














                                  SURVEY CONTROL DATA
                                
                             STATE=MS
                             [MARCH  6, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9945 ***********************************************************************
 AA9945  SACS        -  This is a Secondary Airport Control Station.
 AA9945  DESIGNATION -  0M4 A
 AA9945  PID         -  AA9945
 AA9945  STATE/COUNTY-  MS/CALHOUN
 AA9945  USGS QUAD   -  BRUCE (1983)
 AA9945
 AA9945                         *CURRENT SURVEY CONTROL
 AA9945  ___________________________________________________________________
 AA9945* NAD 83(2007)-  33 55 36.46156(N)    089 20 25.35782(W)     ADJUSTED  
 AA9945* NAVD 88     -       111.20   (meters)     364.8    (feet)  GPS OBS   
 AA9945  ___________________________________________________________________
 AA9945  EPOCH DATE  -        2002.00
 AA9945  X           -      60,990.793 (meters)                     COMP
 AA9945  Y           -  -5,297,513.223 (meters)                     COMP
 AA9945  Z           -   3,539,758.669 (meters)                     COMP
 AA9945  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AA9945  ELLIP HEIGHT-          83.888 (meters)          (02/10/07) ADJUSTED
 AA9945  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA9945
 AA9945  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9945  Type    PID    Designation                      North   East  Ellip
 AA9945  -------------------------------------------------------------------
 AA9945  NETWORK AA9945 0M4 A                             2.49   4.29   1.23
 AA9945  -------------------------------------------------------------------
 AA9945
 AA9945.This mark is at Calhoun County Airport (04M)
 AA9945
 AA9945.The horizontal coordinates were established by GPS observations
 AA9945.and adjusted by the National Geodetic Survey in February 2007.
 AA9945
 AA9945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9945.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9945.The horizontal coordinates are valid at the epoch date displayed above.
 AA9945.The epoch date for horizontal control is a decimal equivalence
 AA9945.of Year/Month/Day.
 AA9945
 AA9945.The orthometric height was determined by GPS observations and a
 AA9945.high-resolution geoid model.
 AA9945
 AA9945.GPS derived orthometric heights for airport stations designated as
 AA9945.PACS or SACS are published to 2 decimal places.  This maintains
 AA9945.centimeter relative accuracy between the PACS and SACS.  It does
 AA9945.not indicate centimeter accuracy relative to other marks which are
 AA9945.part of the NAVD 88 network.
 AA9945
 AA9945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9945
 AA9945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9945
 AA9945.The ellipsoidal height was determined by GPS observations
 AA9945.and is referenced to NAD 83.
 AA9945
 AA9945.The geoid height was determined by GEOID03.
 AA9945
 AA9945;                    North         East     Units Scale Factor Converg.
 AA9945;SPC MS E     -   490,943.366   253,118.830   MT  0.99997708   -0 16 58.8
 AA9945;SPC MS E     - 1,610,703.36    830,440.69   sFT  0.99997708   -0 16 58.8
 AA9945;UTM  16      - 3,756,506.058   283,663.156   MT  1.00017698   -1 18 24.3
 AA9945
 AA9945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9945!SPC MS E     -   0.99998683  x   0.99997708  =   0.99996391
 AA9945!UTM  16      -   0.99998683  x   1.00017698  =   1.00016381
 AA9945
 AA9945                          SUPERSEDED SURVEY CONTROL
 AA9945
 AA9945  ELLIP H (04/15/02)   83.900  (m)                       GP(       ) 4 1
 AA9945  NAD 83(1993)-  33 55 36.46225(N)    089 20 25.35658(W) AD(       ) 1
 AA9945  ELLIP H (02/05/96)   83.901  (m)                       GP(       ) 3 2
 AA9945
 AA9945.Superseded values are not recommended for survey control.
 AA9945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9945.See file dsdata.txt to determine how the superseded data were derived.
 AA9945
 AA9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8366356506(NAD 83)
 AA9945_MARKER: DD = SURVEY DISK
 AA9945_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9945_STAMPING: 0M4 A 1994
 AA9945_MARK LOGO: NOS   
 AA9945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9945+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9945
 AA9945  HISTORY     - Date     Condition        Report By
 AA9945  HISTORY     - 1994     MONUMENTED       NOS
 AA9945  HISTORY     - 20041023 MARK NOT FOUND   MSU
 AA9945  HISTORY     - 20050324 MARK NOT FOUND   INDIV
 AA9945
 AA9945                          STATION DESCRIPTION
 AA9945
 AA9945'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA9945'THE STATION IS LOCATED AT THE BRUCE/CALHOUN COUNTY AIRPORT IN
 AA9945'PITTSBORO, MS.
 AA9945' 
 AA9945'TO REACH THE STATION FROM THEJUNCTION OF STATE HIGHWAY 32 AND STATE
 AA9945'HIGHWAY 9 IN BRUCE, TAKE STATE HIGHWAY 9 SOUTH FROM BRUCE TO
 AA9945'PITTSBORO.  TURN RIGHT AT THE CALHOUN COUNTY COURTHOUSE, COUNTY ROAD
 AA9945'200, AND PROCEED 0.35 MI (0.56 KM) TO AIRPORT ROAD ON THE LEFT, TURN
 AA9945'LEFT AND PROCEED UP THE HILL BEARING LEFT AT ALL FORKS FOR 0.3 MI (0.5
 AA9945'KM) TO THE RAMP GATE.  IF GATE IS LOCKED, OBTAIN KEY FORM THE SHERIFFS
 AA9945'DEPT AT THE COUNTY COURTHOUSE.
 AA9945' 
 AA9945'THE STATION IS A STANDARD NOS DISK STAMPED ---0M4 A 1994--- SET INTO
 AA9945'AN IRREGULAR MASS OF CONCRETE.  THE STATION IS LOCATED NEAR RUNWAY END
 AA9945'32 AT THE SOUTH END OF A SMALL BERM THAT PARALLELS THE RUNWAY. IT IS
 AA9945'APPROXIMATELY 72.0 FT (21.9 M) EAST OF THE RUNWAY EDGE AND 48.0 FT
 AA9945'(14.6 M) NE OF RUNWAY END CORNER.
 AA9945
 AA9945                          STATION RECOVERY (2004)
 AA9945
 AA9945'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2004
 AA9945'COULD NOT FIND BECAUSE OF RECENT RENOVATION OF AIRPORT. EXCAVATION OF
 AA9945'THE GROUND, AND NEW ASPHALT COVERING THE OLD POINT.
 AA9945
 AA9945                          STATION RECOVERY (2005)
 AA9945
 AA9945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BBB)
 AA9945'MARK IS NOT ABLE TO BE FOUND BECAUSE OF THE RECENT RENOVATION ON THE
 AA9945'AIRPORT. THE POINT HAS BEEN COVERED UP BY THE NEW ASPHALT, OR PUSHED
 AA9945'UP IN THE EXCAVATION AROUND THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9944 ***********************************************************************
 AA9944  SACS        -  This is a Secondary Airport Control Station.
 AA9944  DESIGNATION -  0M4 B
 AA9944  PID         -  AA9944
 AA9944  STATE/COUNTY-  MS/CALHOUN
 AA9944  USGS QUAD   -  BRUCE (1983)
 AA9944
 AA9944                         *CURRENT SURVEY CONTROL
 AA9944  ___________________________________________________________________
 AA9944* NAD 83(2007)-  33 55 48.18831(N)    089 20 34.18368(W)     ADJUSTED  
 AA9944* NAVD 88     -       115.22   (meters)     378.0    (feet)  GPS OBS   
 AA9944  ___________________________________________________________________
 AA9944  EPOCH DATE  -        2002.00
 AA9944  X           -      60,761.843 (meters)                     COMP
 AA9944  Y           -  -5,297,317.505 (meters)                     COMP
 AA9944  Z           -   3,540,060.717 (meters)                     COMP
 AA9944  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AA9944  ELLIP HEIGHT-          87.913 (meters)          (02/10/07) ADJUSTED
 AA9944  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA9944
 AA9944  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9944  Type    PID    Designation                      North   East  Ellip
 AA9944  -------------------------------------------------------------------
 AA9944  NETWORK AA9944 0M4 B                             2.65   4.25   1.29
 AA9944  -------------------------------------------------------------------
 AA9944
 AA9944.This mark is at Calhoun County Airport (04M)
 AA9944
 AA9944.The horizontal coordinates were established by GPS observations
 AA9944.and adjusted by the National Geodetic Survey in February 2007.
 AA9944
 AA9944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9944.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9944.The horizontal coordinates are valid at the epoch date displayed above.
 AA9944.The epoch date for horizontal control is a decimal equivalence
 AA9944.of Year/Month/Day.
 AA9944
 AA9944.The orthometric height was determined by GPS observations and a
 AA9944.high-resolution geoid model.
 AA9944
 AA9944.GPS derived orthometric heights for airport stations designated as
 AA9944.PACS or SACS are published to 2 decimal places.  This maintains
 AA9944.centimeter relative accuracy between the PACS and SACS.  It does
 AA9944.not indicate centimeter accuracy relative to other marks which are
 AA9944.part of the NAVD 88 network.
 AA9944
 AA9944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9944
 AA9944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9944
 AA9944.The ellipsoidal height was determined by GPS observations
 AA9944.and is referenced to NAD 83.
 AA9944
 AA9944.The geoid height was determined by GEOID03.
 AA9944
 AA9944;                    North         East     Units Scale Factor Converg.
 AA9944;SPC MS E     -   491,305.793   252,893.944   MT  0.99997734   -0 17 03.8
 AA9944;SPC MS E     - 1,611,892.42    829,702.88   sFT  0.99997734   -0 17 03.8
 AA9944;UTM  16      - 3,756,872.520   283,444.738   MT  1.00017815   -1 18 29.6
 AA9944
 AA9944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9944!SPC MS E     -   0.99998620  x   0.99997734  =   0.99996354
 AA9944!UTM  16      -   0.99998620  x   1.00017815  =   1.00016435
 AA9944
 AA9944:                Primary Azimuth Mark                     Grid Az
 AA9944:SPC MS E     -  0M4 C                                    333 15 27.8
 AA9944:UTM  16      -  0M4 C                                    334 16 53.6
 AA9944
 AA9944|---------------------------------------------------------------------|
 AA9944| PID    Reference Object                     Distance      Geod. Az  |
 AA9944|                                                           dddmmss.s |
 AA9944| AA9943 0M4 C                               APPROX. 0.5 KM 3325824.0 |
 AA9944|---------------------------------------------------------------------|
 AA9944
 AA9944                          SUPERSEDED SURVEY CONTROL
 AA9944
 AA9944  ELLIP H (04/15/02)   87.920  (m)                       GP(       ) 4 1
 AA9944  NAD 83(1993)-  33 55 48.18909(N)    089 20 34.18245(W) AD(       ) 1
 AA9944  ELLIP H (02/05/96)   87.922  (m)                       GP(       ) 3 2
 AA9944
 AA9944.Superseded values are not recommended for survey control.
 AA9944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9944.See file dsdata.txt to determine how the superseded data were derived.
 AA9944
 AA9944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8344556873(NAD 83)
 AA9944_MARKER: DD = SURVEY DISK
 AA9944_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9944_STAMPING: 0M4 B 1994
 AA9944_MARK LOGO: NOS   
 AA9944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9944+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9944
 AA9944  HISTORY     - Date     Condition        Report By
 AA9944  HISTORY     - 1994     MONUMENTED       NOS
 AA9944
 AA9944                          STATION DESCRIPTION
 AA9944
 AA9944'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA9944'THE STATION IS LOCATED AT THE BRUCE/CALHOUN COUNTY AIRPORT IN
 AA9944'PITTSBORO, MS.
 AA9944' 
 AA9944'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE
 AA9944'HIGHWAY 9 IN BRUCE, TAKE STATE HIGHWAY 9 SOUTH FROM BRUCE TO
 AA9944'PITTSBORO.  TURN RIGHT AT THE CALHOUN COUNTY COURTHOUSE, COUNTY ROAD
 AA9944'200, AND PROCEED 0.35 MI (0.56 KM) TO AIRPORT ROAD ON THE LEFT, TURN
 AA9944'LEFT AND PROCEED UP THE HILL BEARING LEFT AT ALL FORKS FOR 0.3 MI (0.5
 AA9944'KM) TO THE RAMP GATE.  IF GATE IS LOCKED, OBTAIN THE KEY FROM THE
 AA9944'SHERIFFS DEPT IN THE COUNTY COUTHOUSE.
 AA9944' 
 AA9944'THE STATION IS A STANDARD NOS DISK STAMPED ---0M4 B 1994--- SET INTO
 AA9944'AN IRREGULAR MASS OF CONCRETE.  THE STATION IS LOCATED HALF WAY
 AA9944'BETWEEN RUNWAY ENDS 14-32, WEST OF A HIGH BERM.  IT IS APPROXIMATELY
 AA9944'69.0 FT (21.0 M) EAST OF THE RUNWAY EDGE AND 17.0 FT (5.2 M) EAST OF A
 AA9944'DITCH LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9943 ***********************************************************************
 AA9943  PACS        -  This is a Primary Airport Control Station.
 AA9943  DESIGNATION -  0M4 C
 AA9943  PID         -  AA9943
 AA9943  STATE/COUNTY-  MS/CALHOUN
 AA9943  USGS QUAD   -  BRUCE (1983)
 AA9943
 AA9943                         *CURRENT SURVEY CONTROL
 AA9943  ___________________________________________________________________
 AA9943* NAD 83(2007)-  33 56 03.55237(N)    089 20 43.58642(W)     ADJUSTED  
 AA9943* NAVD 88     -       116.86   (meters)     383.4    (feet)  GPS OBS   
 AA9943  ___________________________________________________________________
 AA9943  EPOCH DATE  -        2002.00
 AA9943  X           -      60,517.358 (meters)                     COMP
 AA9943  Y           -  -5,297,057.404 (meters)                     COMP
 AA9943  Z           -   3,540,454.416 (meters)                     COMP
 AA9943  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AA9943  ELLIP HEIGHT-          89.566 (meters)          (02/10/07) ADJUSTED
 AA9943  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AA9943
 AA9943  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9943  Type    PID    Designation                      North   East  Ellip
 AA9943  -------------------------------------------------------------------
 AA9943  NETWORK AA9943 0M4 C                             2.51   4.27   1.25
 AA9943  -------------------------------------------------------------------
 AA9943
 AA9943.This mark is at Calhoun County Airport (04M)
 AA9943
 AA9943.The horizontal coordinates were established by GPS observations
 AA9943.and adjusted by the National Geodetic Survey in February 2007.
 AA9943
 AA9943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9943.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9943.The horizontal coordinates are valid at the epoch date displayed above.
 AA9943.The epoch date for horizontal control is a decimal equivalence
 AA9943.of Year/Month/Day.
 AA9943
 AA9943.The orthometric height was determined by GPS observations and a
 AA9943.high-resolution geoid model.
 AA9943
 AA9943.GPS derived orthometric heights for airport stations designated as
 AA9943.PACS or SACS are published to 2 decimal places.  This maintains
 AA9943.centimeter relative accuracy between the PACS and SACS.  It does
 AA9943.not indicate centimeter accuracy relative to other marks which are
 AA9943.part of the NAVD 88 network.
 AA9943
 AA9943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9943
 AA9943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9943
 AA9943.The ellipsoidal height was determined by GPS observations
 AA9943.and is referenced to NAD 83.
 AA9943
 AA9943.The geoid height was determined by GEOID03.
 AA9943
 AA9943;                    North         East     Units Scale Factor Converg.
 AA9943;SPC MS E     -   491,780.367   252,654.819   MT  0.99997762   -0 17 09.2
 AA9943;SPC MS E     - 1,613,449.42    828,918.35   sFT  0.99997762   -0 17 09.2
 AA9943;UTM  16      - 3,757,351.387   283,214.086   MT  1.00017938   -1 18 35.4
 AA9943
 AA9943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9943!SPC MS E     -   0.99998594  x   0.99997762  =   0.99996356
 AA9943!UTM  16      -   0.99998594  x   1.00017938  =   1.00016532
 AA9943
 AA9943:                Primary Azimuth Mark                     Grid Az
 AA9943:SPC MS E     -  0M4 B                                    153 15 27.9
 AA9943:UTM  16      -  0M4 B                                    154 16 54.1
 AA9943
 AA9943|---------------------------------------------------------------------|
 AA9943| PID    Reference Object                     Distance      Geod. Az  |
 AA9943|                                                           dddmmss.s |
 AA9943| AA9944 0M4 B                               APPROX. 0.5 KM 1525818.7 |
 AA9943|---------------------------------------------------------------------|
 AA9943
 AA9943                          SUPERSEDED SURVEY CONTROL
 AA9943
 AA9943  ELLIP H (04/15/02)   89.573  (m)                       GP(       ) 4 1
 AA9943  NAD 83(1993)-  33 56 03.55318(N)    089 20 43.58517(W) AD(       ) B
 AA9943  ELLIP H (02/05/96)   89.574  (m)                       GP(       ) 3 2
 AA9943
 AA9943.Superseded values are not recommended for survey control.
 AA9943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9943.See file dsdata.txt to determine how the superseded data were derived.
 AA9943
 AA9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8321457351(NAD 83)
 AA9943_MARKER: DD = SURVEY DISK
 AA9943_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9943_STAMPING: 0M4 C 1994
 AA9943_MARK LOGO: NOS   
 AA9943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9943+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2008
 AA9943
 AA9943  HISTORY     - Date     Condition        Report By
 AA9943  HISTORY     - 1994     MONUMENTED       NOS
 AA9943  HISTORY     - 20080220 GOOD             MSDOT
 AA9943
 AA9943                          STATION DESCRIPTION
 AA9943
 AA9943'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA9943'THE STATION IS LOCATED AT THE BRUCE/CALHOUN COUNTY AIRPORT IN
 AA9943'PITTSBORO, MS.
 AA9943' 
 AA9943'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND STATE
 AA9943'HIGHWAY 9 IN BRUCE, TAKE STATE HIGHWAY 9 SOUTH FROM BRUCE TO
 AA9943'PITTSBORO.  TURN RIGHT AT THE CLAHOUN COUNTY COURTHOUSE, COUNTY ROAD
 AA9943'200, AND PROCEED 0.35 MI (0.56 KM) TO AIRPORT ROAD ON THE LEFT, TURN
 AA9943'LEFT AND PROCEED UP THE HILL BEARING LEFT AT ALL FORKS FOR O.3 MI TO
 AA9943'THE RAMP GATE. GATE MAY BE LOCKED AND TO OBTAIN THE KEY CONTACT THE
 AA9943'SHERIFFS DEPT AT THE COURTHOUSE.
 AA9943' 
 AA9943'THE STATION IS A STANDARD NOS DISK STAMPED ---0M4 C 1994--- SET IN A
 AA9943'DRILL HOLE OF A CONCRETE PAD THAT FORMS PART OF THE WINDSOCKS
 AA9943'SEGMENTED CIRCLE THAT IS LOCATED AT RUNWAY END 14.  IT IS
 AA9943'APPROXIMATELY 74.0 FT (22.6 M) NE OF THE EDGE OF THE RAMP AND
 AA9943'APPROXIMATELY 22.0 FT (6.7 M) SW OF THE WINDSOCK POLE.
 AA9943
 AA9943                          STATION RECOVERY (2008)
 AA9943
 AA9943'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 AA9943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0690 ***********************************************************************
 BH0690  DESIGNATION -  1 3 TT 2 44 RESET 1963
 BH0690  PID         -  BH0690
 BH0690  STATE/COUNTY-  MS/PERRY
 BH0690  USGS QUAD   -  BOND POND (1983)
 BH0690
 BH0690                         *CURRENT SURVEY CONTROL
 BH0690  ___________________________________________________________________
 BH0690* NAD 83(1986)-  30 58 45.     (N)    089 03 23.     (W)     SCALED    
 BH0690* NAVD 88     -        46.28   (+/-2cm)     151.8    (feet)  VERTCON   
 BH0690  ___________________________________________________________________
 BH0690  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BH0690  VERT ORDER  -  THIRD (See Below)
 BH0690
 BH0690.The horizontal coordinates were scaled from a topographic map and have
 BH0690.an estimated accuracy of +/- 6 seconds.
 BH0690
 BH0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0690.The vertical order pertains to the NGVD 29 superseded value.
 BH0690
 BH0690.The geoid height was determined by GEOID03.
 BH0690
 BH0690;                    North         East    Units  Estimated Accuracy
 BH0690;SPC MS E     -   163,990.      278,690.      MT  (+/- 180 meters Scaled)
 BH0690
 BH0690                          SUPERSEDED SURVEY CONTROL
 BH0690
 BH0690  NGVD 29 (??/??/??)   46.28   (m)          151.8    (f) RESET       3  
 BH0690
 BH0690.Superseded values are not recommended for survey control.
 BH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0690.See file dsdata.txt to determine how the superseded data were derived.
 BH0690
 BH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV036291(NAD 83)
 BH0690_MARKER: DB = BENCH MARK DISK
 BH0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0690_STAMPING: 1-3TT2-44 RESET 1963
 BH0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0690+STABILITY: SURFACE MOTION
 BH0690
 BH0690  HISTORY     - Date     Condition        Report By
 BH0690  HISTORY     - 1963     MONUMENTED       CGS
 BH0690
 BH0690                          STATION DESCRIPTION
 BH0690
 BH0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BH0690'11.6 MI N FROM WIGGINS.
 BH0690'THIS MARK IS LOCATED 11.6 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE
 BH0690'POST OFFICE AT WIGGINS, AT THE JUNCTION WITH DESOTO NATIONAL FOREST
 BH0690'ROAD NO. 319, 62 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 29, 43
 BH0690'FEET NORTH OF THE PROJECTED CENTERLINE OF DESOTO NATIONAL FOREST ROAD
 BH0690'NO. 319, 222 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE
 BH0690'HOUSE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 BH0690'A 12-INCH ROUND CONCRETE POST PROJECTING 4-INCHES.  NOTE-- THIS MARK
 BH0690'REPLACES (USE) MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0689 ***********************************************************************
 BH0689  DESIGNATION -  1 3 TT 2 44 USE
 BH0689  PID         -  BH0689
 BH0689  STATE/COUNTY-  MS/PERRY
 BH0689  USGS QUAD   -  BOND POND (1983)
 BH0689
 BH0689                         *CURRENT SURVEY CONTROL
 BH0689  ___________________________________________________________________
 BH0689* NAD 83(1986)-  30 58 46.     (N)    089 03 23.     (W)     SCALED    
 BH0689* NAVD 88     -        46.61   (+/-2cm)     152.9    (feet)  VERTCON   
 BH0689  ___________________________________________________________________
 BH0689  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BH0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0689
 BH0689.The horizontal coordinates were scaled from a topographic map and have
 BH0689.an estimated accuracy of +/- 6 seconds.
 BH0689
 BH0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0689.The vertical order pertains to the NGVD 29 superseded value.
 BH0689
 BH0689.The geoid height was determined by GEOID03.
 BH0689
 BH0689;                    North         East    Units  Estimated Accuracy
 BH0689;SPC MS E     -   164,020.      278,690.      MT  (+/- 180 meters Scaled)
 BH0689
 BH0689                          SUPERSEDED SURVEY CONTROL
 BH0689
 BH0689  NGVD 29 (??/??/??)   46.618  (m)          152.95   (f) ADJUSTED    2 0
 BH0689
 BH0689.Superseded values are not recommended for survey control.
 BH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0689.See file dsdata.txt to determine how the superseded data were derived.
 BH0689
 BH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV036291(NAD 83)
 BH0689_MARKER: DE = TRAVERSE STATION DISK
 BH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0689_STAMPING: TRA MISS 1-3TT2-44 30TH ENG 1941
 BH0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0689+STABILITY: SURFACE MOTION
 BH0689
 BH0689  HISTORY     - Date     Condition        Report By
 BH0689  HISTORY     - 1941     MONUMENTED       USE
 BH0689  HISTORY     - 1958     GOOD             CGS
 BH0689  HISTORY     - 1964     GOOD             DOD
 BH0689
 BH0689                          STATION DESCRIPTION
 BH0689
 BH0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0689'11.6 MI N FROM WIGGINS.
 BH0689'LOCATED 11.6 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0689'IN WIGGINS OPPOSITE DESOTA NATIONAL FOREST ROAD NO. 319 WHICH LEADS
 BH0689'WEST FROM THE HIGHWAY, 26 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BH0689'29, 57 PACES SOUTHEAST OF A SMALL HOUSE, 3 FEET NORTH OF THE PROJECTED
 BH0689'CENTERLINE OF THE ROAD LEADING WEST, 34 FEET EAST-NORTHEAST OF THE
 BH0689'CENTER OF THE INTERSECTION OF THE ROADS, AND 190 FEET EAST OF A POWER
 BH0689'POLE WHICH IS THE LAST POWER POLE OF A DEAD END LINE.  IT IS A
 BH0689'STANDARD CORPS OF ENGINEERS TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 BH0689'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 BH0689
 BH0689                          STATION RECOVERY (1964)
 BH0689
 BH0689'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1964
 BH0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0769 ***********************************************************************
 BV0769  DESIGNATION -  1 3 TT 2 56
 BV0769  PID         -  BV0769
 BV0769  STATE/COUNTY-  MS/PERRY
 BV0769  USGS QUAD   -  JANICE (1983)
 BV0769
 BV0769                         *CURRENT SURVEY CONTROL
 BV0769  ___________________________________________________________________
 BV0769* NAD 83(1986)-  31 00 43.     (N)    089 02 57.     (W)     SCALED    
 BV0769* NAVD 88     -        43.27   (+/-2cm)     142.0    (feet)  VERTCON   
 BV0769  ___________________________________________________________________
 BV0769  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BV0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0769
 BV0769.The horizontal coordinates were scaled from a topographic map and have
 BV0769.an estimated accuracy of +/- 6 seconds.
 BV0769
 BV0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0769.The vertical order pertains to the NGVD 29 superseded value.
 BV0769
 BV0769.The geoid height was determined by GEOID03.
 BV0769
 BV0769;                    North         East    Units  Estimated Accuracy
 BV0769;SPC MS E     -   167,620.      279,390.      MT  (+/- 180 meters Scaled)
 BV0769
 BV0769                          SUPERSEDED SURVEY CONTROL
 BV0769
 BV0769  NGVD 29 (??/??/92)   43.28   (m)          142.0    (f) COMPUTED    2 0
 BV0769
 BV0769.Superseded values are not recommended for survey control.
 BV0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0769.See file dsdata.txt to determine how the superseded data were derived.
 BV0769
 BV0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV043327(NAD 83)
 BV0769_MARKER: DE = TRAVERSE STATION DISK
 BV0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0769_STAMPING: TRA MISS 1-3TT2-56 30 TH ENG 1941
 BV0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0769+STABILITY: SURFACE MOTION
 BV0769
 BV0769  HISTORY     - Date     Condition        Report By
 BV0769  HISTORY     - 1941     MONUMENTED       USE
 BV0769  HISTORY     - 1958     GOOD             NGS
 BV0769  HISTORY     - 1966     MARK NOT FOUND   NGS
 BV0769
 BV0769                          STATION DESCRIPTION
 BV0769
 BV0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0769'14.0 MI N FROM WIGGINS.
 BV0769'LOCATED 14.0 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BV0769'IN WIGGINS, IN THE NORTHEAST ANGLE OF THE JUNCTION WITH A SIDE ROAD
 BV0769'LEADING EAST, 1.5 MILES SOUTH OF THE STORE OF THE I.A. GARRAWAYS AT
 BV0769'JANICE, MISS., 54 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 45 FEET
 BV0769'NORTH OF THE CENTER OF THE DIRT ROAD LEADING EAST.  IT IS A USE.
 BV0769'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BV0769
 BV0769                          STATION RECOVERY (1966)
 BV0769
 BV0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BV0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0459 ***********************************************************************
 EH0459  DESIGNATION -  1 A
 EH0459  PID         -  EH0459
 EH0459  STATE/COUNTY-  MS/BOLIVAR
 EH0459  USGS QUAD   -  LACONIA (1982)
 EH0459
 EH0459                         *CURRENT SURVEY CONTROL
 EH0459  ___________________________________________________________________
 EH0459* NAD 83(1986)-  34 07 13.     (N)    090 52 35.     (W)     SCALED    
 EH0459* NAVD 88     -        51.187  (meters)     167.94   (feet)  ADJUSTED  
 EH0459  ___________________________________________________________________
 EH0459  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0459  DYNAMIC HT  -          51.136 (meters)     167.77  (feet)  COMP
 EH0459  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 EH0459
 EH0459  VERT ORDER  -  FIRST     CLASS II
 EH0459
 EH0459.The horizontal coordinates were scaled from a topographic map and have
 EH0459.an estimated accuracy of +/- 6 seconds.
 EH0459
 EH0459.The orthometric height was determined by differential leveling
 EH0459.and adjusted in June 1991.
 EH0459
 EH0459.The geoid height was determined by GEOID03.
 EH0459
 EH0459.The dynamic height is computed by dividing the NAVD 88
 EH0459.geopotential number by the normal gravity value computed on the
 EH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0459.degrees latitude (g = 980.6199 gals.).
 EH0459
 EH0459.The modeled gravity was interpolated from observed gravity values.
 EH0459
 EH0459;                    North         East    Units  Estimated Accuracy
 EH0459;SPC MS W     -   512,420.      649,900.      MT  (+/- 180 meters Scaled)
 EH0459
 EH0459                          SUPERSEDED SURVEY CONTROL
 EH0459
 EH0459  NGVD 29 (??/??/??)   51.258  (m)          168.17   (f) ADJUSTED    1 2
 EH0459
 EH0459.Superseded values are not recommended for survey control.
 EH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0459.See file dsdata.txt to determine how the superseded data were derived.
 EH0459
 EH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT958775(NAD 83)
 EH0459_MARKER: P = PIPE CAP
 EH0459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0459_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0459_STAMPING: 1
 EH0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0459
 EH0459  HISTORY     - Date     Condition        Report By
 EH0459  HISTORY     - UNK      MONUMENTED       DOD
 EH0459  HISTORY     - 1973     POOR             MSHD
 EH0459  HISTORY     - 1976     MARK NOT FOUND   NGS
 EH0459
 EH0459                          STATION DESCRIPTION
 EH0459
 EH0459'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0459'6.5 MI SW FROM RENA LARA.
 EH0459'THE MARK IS LOCATED 5.8 MILES SW OF RENA ON THE LANDSIDE OF THE
 EH0459'MISSISSIPPI RIVER LEVEE ON THE BOLIVAR-COAHOMA COUNTY LINE, 6.8 MILES
 EH0459'NORTH OF DEESON, 11.2 MILES SW OF SHERARD IN THE NW 1/4 OF THE NE 1/4
 EH0459'OF SECTION 24, T 26N, R 7W.  IT IS 256 FEET SE OF THE CENTER OF THE
 EH0459'TOP OF THE LEVEE AT THE CENTER OF A CATTLE GUARD, 123 FEET WNW OF A
 EH0459'FENCE, 295 FEET SW OF A T FENCE CORNER, 164 FEET SSE OF THE CENTER OF
 EH0459'OF A GATE, 233 FEET SW OF A UTILITY POLE WITH A GUY WIRE, 263 FEET SE
 EH0459'OF TELEPHONE POLE NO. 12, 2.5 FEET NW OF A LARGE CONCRETE WITNESS POST
 EH0459'AND IS A USE CAP ON A 2 1/2 INCH IRON PIPE PROJECTING 3 INCHES.  TO
 EH0459'REACH FROM THE JUNCTION OF STATE HIGHWAY 322 AND STATE HIGHWAY 1 AT
 EH0459'SHERARD GO SW ON STATE HIGHWAY  1 FOR 5.8 MILES TO A CROSSROAD AND
 EH0459'THE BAPTIST CHURCH IN RENA LARA.  CONTINUE SW ON STATE HIGHWAY 1 FOR
 EH0459'4.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 EH0459'ROAD FOR 2.55 MILES TO THE TOP OF THE LEVEE.  TURN LEFT AND GO SOUTH
 EH0459'ALONG THE LEVEE FOR 0.9 MILE TO A CATTLE GUARD AND THE MARK ON THE
 EH0459'LEFT.
 EH0459'NOTE--THE PIPE IS LEANING.
 EH0459
 EH0459                          STATION RECOVERY (1976)
 EH0459
 EH0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0461 ***********************************************************************
 EH0461  DESIGNATION -  1 B
 EH0461  PID         -  EH0461
 EH0461  STATE/COUNTY-  MS/BOLIVAR
 EH0461  USGS QUAD   -  LACONIA (1982)
 EH0461
 EH0461                         *CURRENT SURVEY CONTROL
 EH0461  ___________________________________________________________________
 EH0461* NAD 83(1986)-  34 07 00.     (N)    090 52 42.     (W)     SCALED    
 EH0461* NAVD 88     -        48.986  (meters)     160.71   (feet)  ADJUSTED  
 EH0461  ___________________________________________________________________
 EH0461  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0461  DYNAMIC HT  -          48.937 (meters)     160.55  (feet)  COMP
 EH0461  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EH0461
 EH0461  VERT ORDER  -  FIRST     CLASS I
 EH0461
 EH0461.The horizontal coordinates were scaled from a topographic map and have
 EH0461.an estimated accuracy of +/- 6 seconds.
 EH0461
 EH0461.The orthometric height was determined by differential leveling
 EH0461.and adjusted in July 1994.
 EH0461.WARNING-Repeat measurements at this control monument indicate possible
 EH0461.vertical movement.
 EH0461
 EH0461.The geoid height was determined by GEOID03.
 EH0461
 EH0461.The dynamic height is computed by dividing the NAVD 88
 EH0461.geopotential number by the normal gravity value computed on the
 EH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0461.degrees latitude (g = 980.6199 gals.).
 EH0461
 EH0461.The modeled gravity was interpolated from observed gravity values.
 EH0461
 EH0461;                    North         East    Units  Estimated Accuracy
 EH0461;SPC MS W     -   512,020.      649,720.      MT  (+/- 180 meters Scaled)
 EH0461
 EH0461                          SUPERSEDED SURVEY CONTROL
 EH0461
 EH0461  NAVD 88 (06/15/91)   48.980  (m)          160.70   (f) UNKNOWN     1 1
 EH0461  NGVD 29 (??/??/??)   49.036  (m)          160.88   (f) ADJUSTED    1 1
 EH0461
 EH0461.Superseded values are not recommended for survey control.
 EH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0461.See file dsdata.txt to determine how the superseded data were derived.
 EH0461
 EH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT956771(NAD 83)
 EH0461_MARKER: P = PIPE CAP
 EH0461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0461_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0461_MARK LOGO: USE   
 EH0461_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0461+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0461
 EH0461  HISTORY     - Date     Condition        Report By
 EH0461  HISTORY     - UNK      MONUMENTED       DOD
 EH0461  HISTORY     - 1974     GOOD             NGS
 EH0461  HISTORY     - 1976     GOOD             NGS
 EH0461  HISTORY     - 1983     GOOD             NGS
 EH0461  HISTORY     - 1985     GOOD             NGS
 EH0461  HISTORY     - 19920123 GOOD             NGS
 EH0461  HISTORY     - 20030611 GOOD             USACE
 EH0461
 EH0461                          STATION DESCRIPTION
 EH0461
 EH0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0461'7.55 MI SW FROM RENA LARA.
 EH0461'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0461'CHURCH AT RENA LARA, THENCE 2.30 MILES WEST AND NORTHWEST ALONG A
 EH0461'GRAVEL ROAD, 1 MILE SOUTHWEST ALONG THE LEVEE ROAD, 0.20 MILE
 EH0461'SOUTH-SOUTHEAST OF THE BOUNDARY LINE BETWEEN THE MEMPHIS-VICKSBURG
 EH0461'DISTRICT OF USE, ALSO COAHOMA-BOLIVAR COUNTY LINE, ABOUT 341 FEET
 EH0461'SOUTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, ABOUT 104 FEET
 EH0461'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING WEST ACROSS
 EH0461'LEVEE, 22 FEET NORTHWEST OF A FENCE, 2 FEET WEST OF A 6-INCH CONCRETE
 EH0461'POST PROJECTING 3 FEET.  A USE CAP ON A PIPE PROJECTING 0.1 FOOT. 1/4,
 EH0461'SEC 24, T 26N, R 7W.
 EH0461
 EH0461                          STATION RECOVERY (1976)
 EH0461
 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0461'RECOVERED IN GOOD CONDITION.
 EH0461
 EH0461                          STATION RECOVERY (1983)
 EH0461
 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0461'RECOVERED IN GOOD CONDITION.
 EH0461
 EH0461                          STATION RECOVERY (1985)
 EH0461
 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0461'RECOVERED IN GOOD CONDITION.
 EH0461
 EH0461                          STATION RECOVERY (1992)
 EH0461
 EH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0461'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0461'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH0461'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 15.4 KM (9.55 MI)
 EH0461'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A LEVEE, THENCE 1.7 KM
 EH0461'(1.05 MI) SOUTHERLY ALONG A GRAVELED ROAD ON TOP OF A LEVEE, 103.9 M
 EH0461'(340.9 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 31.7 M (104.0 FT)
 EH0461'NORTH-NORTHEAST OF THE CENTER OF A FIELD ROAD, 6.7 M (22.0 FT)
 EH0461'NORTHWEST OF A FENCE, 0.6 M (2.0 FT) WEST OF A CONCRETE POST, AND 0.1
 EH0461'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE PIPE CAP IS
 EH0461'UNSTAMPED.
 EH0461
 EH0461                          STATION RECOVERY (2003)
 EH0461
 EH0461'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0768 ***********************************************************************
 BW0768  DESIGNATION -  1 BOLT
 BW0768  PID         -  BW0768
 BW0768  STATE/COUNTY-  MS/ADAMS
 BW0768  USGS QUAD   -  NATCHEZ (1976)
 BW0768
 BW0768                         *CURRENT SURVEY CONTROL
 BW0768  ___________________________________________________________________
 BW0768* NAD 83(1986)-  31 33 42.     (N)    091 24 25.     (W)     SCALED    
 BW0768* NAVD 88     -        59.70   (+/-2cm)     195.9    (feet)  VERTCON   
 BW0768  ___________________________________________________________________
 BW0768  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0768  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0768
 BW0768.The horizontal coordinates were scaled from a topographic map and have
 BW0768.an estimated accuracy of +/- 6 seconds.
 BW0768
 BW0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0768.The vertical order pertains to the NGVD 29 superseded value.
 BW0768
 BW0768.The geoid height was determined by GEOID03.
 BW0768
 BW0768;                    North         East    Units  Estimated Accuracy
 BW0768;SPC MS W     -   229,050.      598,070.      MT  (+/- 180 meters Scaled)
 BW0768
 BW0768                          SUPERSEDED SURVEY CONTROL
 BW0768
 BW0768  NGVD 29 (??/??/92)   59.696  (m)          195.85   (f) ADJ UNCH    1 2
 BW0768
 BW0768.Superseded values are not recommended for survey control.
 BW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0768.See file dsdata.txt to determine how the superseded data were derived.
 BW0768
 BW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ511929(NAD 83)
 BW0768_MARKER: B = BOLT
 BW0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0768_SP_SET: STONE
 BW0768_STAMPING: PBM 1 NATCHEZ
 BW0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0768+STABILITY: SURFACE MOTION
 BW0768
 BW0768  HISTORY     - Date     Condition        Report By
 BW0768  HISTORY     - UNK      MONUMENTED       DOD
 BW0768  HISTORY     - 1944     GOOD             DOD
 BW0768
 BW0768                          STATION DESCRIPTION
 BW0768
 BW0768'DESCRIBED BY US DEPARTMENT OF DEFENSE 1944
 BW0768'IN NATCHEZ.
 BW0768'AT NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF MISSISSIPPI RIVER, IN A
 BW0768'SMALL PARK ON THE TOP OF THE BLUFF (THE FIRST PARK ABOVE THE UPPER END
 BW0768'OF SILVER STREET AND THE RIVERSIDE CAFE AND JOOKER ,
 BW0768'ALMOST DIRECTLY LANDSIDE OF AN OPEN RESERVOIR JUST BELOW THE OLD CITY
 BW0768'WATERWORKS UNDER THE BLUFF, 59.2 FEET RIVERSIDE OF THE CENTERLINE OF
 BW0768'BROADWAY, ON LINE WITH THE NORTH SIDE OF BONTURA ALLEY WHICH IS
 BW0768'BETWEEN MAIN AND STATE STREETS AND PARALLEL TO THEM, 34.3 FEET
 BW0768'RIVERSIDE OF THE WEST RAIL OF THE YAZOO AND MISSISSIPPI VALLEY
 BW0768'RAILROAD TRACK WHICH RUNS PARALLEL TO AND WEST OF BROADWAY, 82 FEET
 BW0768'LANDSIDE OF A WOODEN FENCE AT THE EDGE OF THE PARK AND THE TOP OF THE
 BW0768'BLUFF, 131.5 FEET EAST OF A MONUMENT KNOWN AS THE RHYTHM CLUB FIRE
 BW0768'MEMORIAL, 104 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BAKER AND
 BW0768'MCDOWELL HARDWARE CO. BUILDING, 50 FEET NORTHEAST OF A 36-INCH RED OAK
 BW0768'TREE, 54.5 FEET WEST OF A 40-INCH RED OAK TREE, AND 32 FEET NORTH OF
 BW0768'THE SECOND LAMPPOST ABOVE THE UPPER END OF SILVER STREET.  A COPPER
 BW0768'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BW0768'WHICH IS HAD THROUGH AND IRON PIPE PROJECTING 18 INCHES ABOVE GROUND
 BW0768'AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, A STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1333 ***********************************************************************
 DJ1333  DESIGNATION -  1 DWE
 DJ1333  PID         -  DJ1333
 DJ1333  STATE/COUNTY-  MS/MONTGOMERY
 DJ1333  USGS QUAD   -  WINONA (1966)
 DJ1333
 DJ1333                         *CURRENT SURVEY CONTROL
 DJ1333  ___________________________________________________________________
 DJ1333* NAD 83(1986)-  33 28 50.     (N)    089 41 06.     (W)     SCALED    
 DJ1333* NAVD 88     -       143.278  (meters)     470.07   (feet)  ADJUSTED  
 DJ1333  ___________________________________________________________________
 DJ1333  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DJ1333  DYNAMIC HT  -         143.127 (meters)     469.58  (feet)  COMP
 DJ1333  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 DJ1333
 DJ1333  VERT ORDER  -  SECOND    CLASS 0
 DJ1333
 DJ1333.The horizontal coordinates were scaled from a topographic map and have
 DJ1333.an estimated accuracy of +/- 6 seconds.
 DJ1333
 DJ1333.The orthometric height was determined by differential leveling
 DJ1333.and adjusted in June 1991.
 DJ1333
 DJ1333.The geoid height was determined by GEOID03.
 DJ1333
 DJ1333.The dynamic height is computed by dividing the NAVD 88
 DJ1333.geopotential number by the normal gravity value computed on the
 DJ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1333.degrees latitude (g = 980.6199 gals.).
 DJ1333
 DJ1333.The modeled gravity was interpolated from observed gravity values.
 DJ1333
 DJ1333;                    North         East    Units  Estimated Accuracy
 DJ1333;SPC MS W     -   441,520.      760,260.      MT  (+/- 180 meters Scaled)
 DJ1333
 DJ1333                          SUPERSEDED SURVEY CONTROL
 DJ1333
 DJ1333  NGVD 29 (??/??/92)  143.258  (m)          470.01   (f) ADJ UNCH    2 0
 DJ1333
 DJ1333.Superseded values are not recommended for survey control.
 DJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1333.See file dsdata.txt to determine how the superseded data were derived.
 DJ1333
 DJ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC505077(NAD 83)
 DJ1333_MARKER: DD = SURVEY DISK
 DJ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1333_SP_SET: CONCRETE POST
 DJ1333_STAMPING: 1 DWE 1963
 DJ1333_MARK LOGO: USGS  
 DJ1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1333+STABILITY: SURFACE MOTION
 DJ1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1333+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DJ1333
 DJ1333  HISTORY     - Date     Condition        Report By
 DJ1333  HISTORY     - 1963     MONUMENTED       USGS
 DJ1333  HISTORY     - 1968     GOOD             MSHD
 DJ1333  HISTORY     - 19920330 GOOD             MSHD
 DJ1333  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1333
 DJ1333                          STATION DESCRIPTION
 DJ1333
 DJ1333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1333'2.6 MI E FROM WINONA.
 DJ1333'THE MARK IS LOCATED 2.6 MILES EAST OF THE APPROXIMATE CENTER OF WINONA
 DJ1333'IN THE NORTHWEST ANGLE OF A T INTERSECTION ON THE NORTH RIGHT-OF-WAY
 DJ1333'OF U.S. HIGHWAY 82 AND NEAR THE CENTER OF SECTION 29, T 19N, R 6E. IT
 DJ1333'IS 66 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 28 FEET WEST OF THE
 DJ1333'CENTER OF A GRAVELED ROAD, 74 FEET NORTHWEST OF THE CENTER OF A T
 DJ1333'INTERSECTION, 11 FEET NORTHEAST OF A 20 INCH PINE, 111 FEET SOUTHWEST
 DJ1333'OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 1.5 FEET WEST OF A METAL
 DJ1333'WITNESS POST SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST ABOUT 6
 DJ1333'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 8 INCHES. TO REACH
 DJ1333'FROM THE U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR 0.3
 DJ1333'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN RIGHT (NORTH) AND
 DJ1333'CONTINUE ON U.S. HIGHWAY 51 FOR 1.1 MILES TO THE JUNCTION OF U.S.
 DJ1333'HIGHWAY 82 EAST.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82
 DJ1333'FOR 1.45 MILES TO A CROSSROADS WITH CROUCHS GROCERY IN THE NORTHEAST
 DJ1333'ANGLE CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 1.9 MILES TO A NARROW
 DJ1333'SIDE ROAD AND A BRICK HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ1333
 DJ1333                          STATION RECOVERY (1992)
 DJ1333
 DJ1333'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1333'RECOVERED IN GOOD CONDITION.
 DJ1333
 DJ1333                          STATION RECOVERY (2008)
 DJ1333
 DJ1333'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1333'MARK ASSUMED DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2152 ***********************************************************************
 DJ2152  DESIGNATION -  1 DWE RESET
 DJ2152  PID         -  DJ2152
 DJ2152  STATE/COUNTY-  MS/MONTGOMERY
 DJ2152  USGS QUAD   -  WINONA (1966)
 DJ2152
 DJ2152                         *CURRENT SURVEY CONTROL
 DJ2152  ___________________________________________________________________
 DJ2152* NAD 83(1986)-  33 28 50.     (N)    089 41 06.     (W)     SCALED    
 DJ2152* NAVD 88     -       148.86   (meters)     488.4    (feet)  RESET     
 DJ2152  ___________________________________________________________________
 DJ2152  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DJ2152  VERT ORDER  -  THIRD
 DJ2152
 DJ2152.The horizontal coordinates were scaled from a topographic map and have
 DJ2152.an estimated accuracy of +/- 6 seconds.
 DJ2152
 DJ2152.The orthometric height was computed from unverified reset data.
 DJ2152.No vertical observational check was made to the station.
 DJ2152
 DJ2152.The geoid height was determined by GEOID03.
 DJ2152
 DJ2152;                    North         East    Units  Estimated Accuracy
 DJ2152;SPC MS W     -   441,520.      760,260.      MT  (+/- 180 meters Scaled)
 DJ2152
 DJ2152                          SUPERSEDED SURVEY CONTROL
 DJ2152
 DJ2152  NGVD 29 (08/12/04)  148.84   (m)          488.3    (f) RESET       3  
 DJ2152
 DJ2152.Superseded values are not recommended for survey control.
 DJ2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2152.See file dsdata.txt to determine how the superseded data were derived.
 DJ2152
 DJ2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC505077(NAD 83)
 DJ2152_MARKER: DV = VERTICAL CONTROL DISK
 DJ2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2152_SP_SET: CONCRETE POST
 DJ2152_STAMPING: 1 DWE USGS RESET 1992
 DJ2152_MARK LOGO: NGS   
 DJ2152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2152+STABILITY: SURFACE MOTION
 DJ2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2152+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DJ2152
 DJ2152  HISTORY     - Date     Condition        Report By
 DJ2152  HISTORY     - 1992     MONUMENTED       MSHD
 DJ2152  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ2152
 DJ2152                          STATION DESCRIPTION
 DJ2152
 DJ2152'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2152'2.47 MI (3.97 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF
 DJ2152'U.S. HIGHWAY 51, AT NORTH EDGE OF WINONA, TO GRAVEL DRIVE AND MARK
 DJ2152'ON THE RIGHT, 138.0 FT (42.1 M) SOUTH OF THE CENTER OF EAST BOUND
 DJ2152'LANE, 61.0 FT (18.6 M) WEST OF THE CENTER OF GRAVEL DRIVEWAY, 4.5 FT
 DJ2152'(1.4 M) EAST OF POWER POLE NO.1061, 1.5 FT (0.5 M) WEST OF WITNESS
 DJ2152'POST AND SET IN TOP A ROUND CONCRETE POST ABOUT 4.0 FT (1.2 M) ABOVE
 DJ2152'LEVEL OF HIGHWAY.
 DJ2152
 DJ2152                          STATION RECOVERY (2008)
 DJ2152
 DJ2152'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2152'MARK ASSUMED DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0826 ***********************************************************************
 DJ0826  DESIGNATION -  1 KED USGS
 DJ0826  PID         -  DJ0826
 DJ0826  STATE/COUNTY-  MS/LOWNDES
 DJ0826  USGS QUAD   -  ARTESIA (1987)
 DJ0826
 DJ0826                         *CURRENT SURVEY CONTROL
 DJ0826  ___________________________________________________________________
 DJ0826* NAD 83(1986)-  33 28 36.     (N)    088 41 22.     (W)     SCALED    
 DJ0826* NAVD 88     -        70.752  (meters)     232.13   (feet)  ADJUSTED  
 DJ0826  ___________________________________________________________________
 DJ0826  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ0826  DYNAMIC HT  -          70.676 (meters)     231.88  (feet)  COMP
 DJ0826  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DJ0826
 DJ0826  VERT ORDER  -  SECOND    CLASS 0
 DJ0826
 DJ0826.The horizontal coordinates were scaled from a topographic map and have
 DJ0826.an estimated accuracy of +/- 6 seconds.
 DJ0826
 DJ0826.The orthometric height was determined by differential leveling
 DJ0826.and adjusted in June 1991.
 DJ0826
 DJ0826.The geoid height was determined by GEOID03.
 DJ0826
 DJ0826.The dynamic height is computed by dividing the NAVD 88
 DJ0826.geopotential number by the normal gravity value computed on the
 DJ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0826.degrees latitude (g = 980.6199 gals.).
 DJ0826
 DJ0826.The modeled gravity was interpolated from observed gravity values.
 DJ0826
 DJ0826;                    North         East    Units  Estimated Accuracy
 DJ0826;SPC MS E     -   440,910.      313,370.      MT  (+/- 180 meters Scaled)
 DJ0826
 DJ0826                          SUPERSEDED SURVEY CONTROL
 DJ0826
 DJ0826  NGVD 29 (??/??/92)   70.721  (m)          232.02   (f) ADJ UNCH    2 0
 DJ0826
 DJ0826.Superseded values are not recommended for survey control.
 DJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0826.See file dsdata.txt to determine how the superseded data were derived.
 DJ0826
 DJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC430054(NAD 83)
 DJ0826_MARKER: DD = SURVEY DISK
 DJ0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0826_SP_SET: CULVERT
 DJ0826_STAMPING: 1 KED 1963
 DJ0826_MARK LOGO: USGS  
 DJ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0826
 DJ0826  HISTORY     - Date     Condition        Report By
 DJ0826  HISTORY     - 1963     MONUMENTED       USGS
 DJ0826  HISTORY     - 1965     GOOD             MSHD
 DJ0826  HISTORY     - 1983     GOOD             NGS
 DJ0826
 DJ0826                          STATION DESCRIPTION
 DJ0826
 DJ0826'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0826'1.9 MI W FROM MAYHEW.
 DJ0826'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0826'HIGHWAY 45 W, GO WEST ON U. S. HIGHWAY 82 FOR 1.9 MILES TO A CULVERT,
 DJ0826'A GRAVEL ROAD ON THE LEFT AND THE MARK.  THE MARK IS A GEOLOGICAL DISK
 DJ0826'SET IN CEMENT IN A DRILLED HOLE.  THE DISK IS SET 1 FOOT WEST OF THE
 DJ0826'EAST END OF THE SOUTH HEADWALL OF A 30-FOOT CONCRETE BOX CULVERT, 17.8
 DJ0826'FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 82 AND 1.5 FEET BELOW
 DJ0826'THE LEVEL OF THE HIGHWAY.
 DJ0826
 DJ0826                          STATION RECOVERY (1983)
 DJ0826
 DJ0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0826'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 DJ0826'(1.25 MI) WEST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ0826'HIGHWAY 82 AND U.S. HIGHWAY 45 ALTERNATE IN THE SMALL COMMUNITY OF
 DJ0826'MAYHEW (WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE NEW U.S. HIGHWAY 82
 DJ0826'OVERPASS), AT A GRAVEL ROAD LEADING SOUTHWEST, 5.42 METERS (17.8 FT)
 DJ0826'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.30 METERS (1.0 FT) WEST
 DJ0826'OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT
 DJ0826'9.1 METERS (30.0 FT) LARGEST DIMENSION.  NOT LEVELED TO AT THIS TIME.
 DJ0826'THE MARK IS 0.46 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0378 ***********************************************************************
 EH0378  DESIGNATION -  1 M BOLT
 EH0378  PID         -  EH0378
 EH0378  STATE/COUNTY-  MS/BOLIVAR
 EH0378  USGS QUAD   -  ROUND LAKE (1982)
 EH0378
 EH0378                         *CURRENT SURVEY CONTROL
 EH0378  ___________________________________________________________________
 EH0378* NAD 83(1986)-  34 06 58.     (N)    090 52 22.     (W)     SCALED    
 EH0378* NAVD 88     -        47.48   (+/-2cm)     155.8    (feet)  VERTCON   
 EH0378  ___________________________________________________________________
 EH0378  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0378  VERT ORDER  -  ? (See Below)
 EH0378
 EH0378.The horizontal coordinates were scaled from a topographic map and have
 EH0378.an estimated accuracy of +/- 6 seconds.
 EH0378
 EH0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0378.The vertical order pertains to the NGVD 29 superseded value.
 EH0378
 EH0378.The geoid height was determined by GEOID03.
 EH0378
 EH0378;                    North         East    Units  Estimated Accuracy
 EH0378;SPC MS W     -   511,960.      650,230.      MT  (+/- 180 meters Scaled)
 EH0378
 EH0378                          SUPERSEDED SURVEY CONTROL
 EH0378
 EH0378  NGVD 29 (??/??/??)   47.534  (m)          155.95   (f) ADJUSTED    ?  
 EH0378
 EH0378.Superseded values are not recommended for survey control.
 EH0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0378.See file dsdata.txt to determine how the superseded data were derived.
 EH0378
 EH0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT961770(NAD 83)
 EH0378_MARKER: B = BOLT
 EH0378_SETTING: 80 = SET IN A BOULDER
 EH0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0378+STABILITY: SURFACE MOTION
 EH0378
 EH0378  HISTORY     - Date     Condition        Report By
 EH0378  HISTORY     - UNK      MONUMENTED       DOD
 EH0378  HISTORY     - 1934     GOOD             CGS
 EH0378  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0378
 EH0378                          STATION DESCRIPTION
 EH0378
 EH0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0378'4.2 MI N FROM ROUND LAKE.
 EH0378'4.2 MILES NORTH OF ROUND LAKE.  A COPPER BOLT SET IN STONE WITH ACCESS
 EH0378'THROUGH AN IRON PIPE BEARING A USE STANDARD CAP. A PIPE STONE BENCH,
 EH0378'LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, IN BOLIVAR COUNTY,
 EH0378'MISSISSIPPI.  ABOUT 1850 FT. SOUTHEAST FROM WHERE BOLIVAR-COAHOMA
 EH0378'COUNTY LINE CROSSES LEVEE, IN THE NORTHWEST CORNER OF YARD OF DWELLING
 EH0378'HOUSE ON STERLINGWELL PLANTATION. HOUSE IS LOCATED ON SOUTH SIDE OF
 EH0378'FARM ROAD AT A POINT 1856 FT. FROM LEVEE PIPE NO. 0/00, ON AN AZIMUTH
 EH0378'OF 317 DEG-30 MIN-40 SEC, SEC 24, T 26 N, R 7 W.
 EH0378
 EH0378                          STATION RECOVERY (1974)
 EH0378
 EH0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0377 ***********************************************************************
 EH0377  DESIGNATION -  1 M CAP
 EH0377  PID         -  EH0377
 EH0377  STATE/COUNTY-  MS/BOLIVAR
 EH0377  USGS QUAD   -  ROUND LAKE (1982)
 EH0377
 EH0377                         *CURRENT SURVEY CONTROL
 EH0377  ___________________________________________________________________
 EH0377* NAD 83(1986)-  34 06 58.     (N)    090 52 22.     (W)     SCALED    
 EH0377* NAVD 88     -        48.72   (+/-2cm)     159.8    (feet)  VERTCON   
 EH0377  ___________________________________________________________________
 EH0377  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0377  VERT ORDER  -  ? (See Below)
 EH0377
 EH0377.The horizontal coordinates were scaled from a topographic map and have
 EH0377.an estimated accuracy of +/- 6 seconds.
 EH0377
 EH0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0377.The vertical order pertains to the NGVD 29 superseded value.
 EH0377
 EH0377.The geoid height was determined by GEOID03.
 EH0377
 EH0377;                    North         East    Units  Estimated Accuracy
 EH0377;SPC MS W     -   511,960.      650,230.      MT  (+/- 180 meters Scaled)
 EH0377
 EH0377                          SUPERSEDED SURVEY CONTROL
 EH0377
 EH0377  NGVD 29 (??/??/??)   48.777  (m)          160.03   (f) ADJUSTED    ?  
 EH0377
 EH0377.Superseded values are not recommended for survey control.
 EH0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0377.See file dsdata.txt to determine how the superseded data were derived.
 EH0377
 EH0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT961770(NAD 83)
 EH0377_MARKER: P = PIPE CAP
 EH0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0377
 EH0377  HISTORY     - Date     Condition        Report By
 EH0377  HISTORY     - UNK      MONUMENTED       DOD
 EH0377  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0377
 EH0377                          STATION DESCRIPTION
 EH0377
 EH0377'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 EH0377'4.2 MI N FROM ROUND LAKE.
 EH0377'B.M. IS A PIPE STONE BENCH, LOCATED ON LEFT BANK OF MISSISSIPPI RIVER,
 EH0377'IN BOLIVAR COUNTY, MISSISSIPPI.  ABOUT 1850 FT. SOUTHEAST FROM WHERE
 EH0377'BOLIVAR-COAHOMA COUNTY LINE CROSSES LEVEE, IN THE NORTHWEST CORNER OF
 EH0377'YARD OF DWELLING HOUSE ON STERLINGWELL PLANTATION.  HOUSE IS LOCATED
 EH0377'ON SOUTH SIDE OF FARM ROAD AT A POINT 1856 FT. FROM LEVEE PIPE NO.
 EH0377'0/00, ON AN AZIMUTH OF 317 DEG-30 MIN-40 SEC, SEC 24, T 26 N, R 7 W.
 EH0377
 EH0377                          STATION RECOVERY (1974)
 EH0377
 EH0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0043 ***********************************************************************
 CP0043  DESIGNATION -  1 PJH USGS
 CP0043  PID         -  CP0043
 CP0043  STATE/COUNTY-  MS/ISSAQUENA
 CP0043  USGS QUAD   -  WHITING BAYOU (1994)
 CP0043
 CP0043                         *CURRENT SURVEY CONTROL
 CP0043  ___________________________________________________________________
 CP0043* NAD 83(1986)-  32 50 28.     (N)    091 04 17.     (W)     SCALED    
 CP0043* NAVD 88     -        31.496  (meters)     103.33   (feet)  ADJUSTED  
 CP0043  ___________________________________________________________________
 CP0043  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0043  DYNAMIC HT  -          31.461 (meters)     103.22  (feet)  COMP
 CP0043  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CP0043
 CP0043  VERT ORDER  -  SECOND    CLASS 0
 CP0043
 CP0043.The horizontal coordinates were scaled from a topographic map and have
 CP0043.an estimated accuracy of +/- 6 seconds.
 CP0043
 CP0043.The orthometric height was determined by differential leveling
 CP0043.and adjusted in June 1991.
 CP0043
 CP0043.The geoid height was determined by GEOID03.
 CP0043
 CP0043.The dynamic height is computed by dividing the NAVD 88
 CP0043.geopotential number by the normal gravity value computed on the
 CP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0043.degrees latitude (g = 980.6199 gals.).
 CP0043
 CP0043.The modeled gravity was interpolated from observed gravity values.
 CP0043
 CP0043;                    North         East    Units  Estimated Accuracy
 CP0043;SPC MS W     -   370,660.      630,910.      MT  (+/- 180 meters Scaled)
 CP0043
 CP0043                          SUPERSEDED SURVEY CONTROL
 CP0043
 CP0043.No superseded survey control is available for this station.
 CP0043
 CP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS804353(NAD 83)
 CP0043_MARKER: DB = BENCH MARK DISK
 CP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0043_SP_SET: CONCRETE POST
 CP0043_STAMPING: 1 PJH 1968
 CP0043_PROJECTION: FLUSH
 CP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0043+STABILITY: SURFACE MOTION
 CP0043
 CP0043  HISTORY     - Date     Condition        Report By
 CP0043  HISTORY     - 1968     MONUMENTED       USGS
 CP0043  HISTORY     - 1977     GOOD             MSHD
 CP0043
 CP0043                          STATION DESCRIPTION
 CP0043
 CP0043'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0043'4.2 MI SSW FROM MAYERSVILLE.
 CP0043'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0043'14 FOR 0.15 MILES TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0043'AND GO SOUTH ON STATE HIGHWAY 1 FOR 4.6 MILES TO THE MARK ON THE LEFT
 CP0043'0.7 MILE BEFORE REACHING A SIDE ROAD LEFT. THE MARK IS LOCATED 4.2
 CP0043'MILES SOUTH SOUTHWEST OF MAYERSVILLE ON THE EAST RIGHT OF WAY OF STATE
 CP0043'HIGHWAY 1 IN THE SOUTHEAST .25 OF SECTION 9, T 11N, R 9W. IT IS 82
 CP0043'FEET SOUTH OF THE CENTER OF A DRIVEWAY BETWEEN TWO FRAM HOUSES, 45
 CP0043'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A FRAM HOUSE,
 CP0043'43 FEET EAST OF THE CENTER OF HIGHWAY 1, 2 FEET NORTH OF A POWER
 CP0043'SERVICE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0043'6 INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 CP0043'HIGHWAY AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0004 ***********************************************************************
 CP0004  DESIGNATION -  1 V 1 MSHD
 CP0004  PID         -  CP0004
 CP0004  STATE/COUNTY-  MS/SHARKEY
 CP0004  USGS QUAD   -  ONWARD (1988)
 CP0004
 CP0004                         *CURRENT SURVEY CONTROL
 CP0004  ___________________________________________________________________
 CP0004* NAD 83(1986)-  32 43 28.     (N)    090 56 39.     (W)     SCALED    
 CP0004* NAVD 88     -        30.162  (meters)      98.96   (feet)  ADJUSTED  
 CP0004  ___________________________________________________________________
 CP0004  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0004  DYNAMIC HT  -          30.129 (meters)      98.85  (feet)  COMP
 CP0004  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 CP0004
 CP0004  VERT ORDER  -  SECOND    CLASS 0
 CP0004
 CP0004.The horizontal coordinates were scaled from a topographic map and have
 CP0004.an estimated accuracy of +/- 6 seconds.
 CP0004
 CP0004.The orthometric height was determined by differential leveling
 CP0004.and adjusted in June 1991.
 CP0004
 CP0004.The geoid height was determined by GEOID03.
 CP0004
 CP0004.The dynamic height is computed by dividing the NAVD 88
 CP0004.geopotential number by the normal gravity value computed on the
 CP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0004.degrees latitude (g = 980.6199 gals.).
 CP0004
 CP0004.The modeled gravity was interpolated from observed gravity values.
 CP0004
 CP0004;                    North         East    Units  Estimated Accuracy
 CP0004;SPC MS W     -   357,650.      642,740.      MT  (+/- 180 meters Scaled)
 CP0004
 CP0004                          SUPERSEDED SURVEY CONTROL
 CP0004
 CP0004  NGVD 29 (??/??/92)   30.217  (m)           99.14   (f) ADJ UNCH    2 0
 CP0004
 CP0004.Superseded values are not recommended for survey control.
 CP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0004.See file dsdata.txt to determine how the superseded data were derived.
 CP0004
 CP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS926226(NAD 83)
 CP0004_MARKER: DB = BENCH MARK DISK
 CP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0004_SP_SET: CONCRETE POST
 CP0004_STAMPING: BM 1V 1 1977
 CP0004_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0004+STABILITY: SURFACE MOTION
 CP0004
 CP0004  HISTORY     - Date     Condition        Report By
 CP0004  HISTORY     - 1977     MONUMENTED       MSHD
 CP0004
 CP0004                          STATION DESCRIPTION
 CP0004
 CP0004'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0004'0.3 MI WEST FROM ONWARD.
 CP0004'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0004'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 0.3 MILE TO THE MARK ON THE
 CP0004'LEFT. THE MARK IS LOCATED 0.3 MILE WEST OF ONWARD ON THE SOUTH SIDE
 CP0004'OF STATE HIGHWAY 1, 5.3 MILES EAST OF FITLER IN THE SOUTHWEST .25 OF
 CP0004'SECTION 8, T 10N, R 7W. IT IS 103 FEET SOUTH SOUTHEAST OF THE CENTER
 CP0004'OF HIGHWAY 1, 24 FEET NORTHWEST OF THE EDGE OF THE TOP BANK OF A
 CP0004'BAYOU, 1 FOOT EAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 CP0004'POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET
 CP0004'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0022 ***********************************************************************
 CP0022  DESIGNATION -  1 V 10 MSHD
 CP0022  PID         -  CP0022
 CP0022  STATE/COUNTY-  MS/ISSAQUENA
 CP0022  USGS QUAD   -  WHITING BAYOU (1994)
 CP0022
 CP0022                         *CURRENT SURVEY CONTROL
 CP0022  ___________________________________________________________________
 CP0022* NAD 83(1986)-  32 45 35.     (N)    091 03 40.     (W)     SCALED    
 CP0022* NAVD 88     -        31.365  (meters)     102.90   (feet)  ADJUSTED  
 CP0022  ___________________________________________________________________
 CP0022  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP0022  DYNAMIC HT  -          31.330 (meters)     102.79  (feet)  COMP
 CP0022  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 CP0022
 CP0022  VERT ORDER  -  SECOND    CLASS 0
 CP0022
 CP0022.The horizontal coordinates were scaled from a topographic map and have
 CP0022.an estimated accuracy of +/- 6 seconds.
 CP0022
 CP0022.The orthometric height was determined by differential leveling
 CP0022.and adjusted in June 1991.
 CP0022
 CP0022.The geoid height was determined by GEOID03.
 CP0022
 CP0022.The dynamic height is computed by dividing the NAVD 88
 CP0022.geopotential number by the normal gravity value computed on the
 CP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0022.degrees latitude (g = 980.6199 gals.).
 CP0022
 CP0022.The modeled gravity was interpolated from observed gravity values.
 CP0022
 CP0022;                    North         East    Units  Estimated Accuracy
 CP0022;SPC MS W     -   361,630.      631,810.      MT  (+/- 180 meters Scaled)
 CP0022
 CP0022                          SUPERSEDED SURVEY CONTROL
 CP0022
 CP0022  NGVD 29 (??/??/92)   31.419  (m)          103.08   (f) ADJ UNCH    2 0
 CP0022
 CP0022.Superseded values are not recommended for survey control.
 CP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0022.See file dsdata.txt to determine how the superseded data were derived.
 CP0022
 CP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS816263(NAD 83)
 CP0022_MARKER: DB = BENCH MARK DISK
 CP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0022_SP_SET: CONCRETE POST
 CP0022_STAMPING: BM 1V 10
 CP0022_PROJECTION: PROJECTING 3 CENTIMETERS
 CP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0022+STABILITY: SURFACE MOTION
 CP0022
 CP0022  HISTORY     - Date     Condition        Report By
 CP0022  HISTORY     - 1977     MONUMENTED       MSHD
 CP0022
 CP0022                          STATION DESCRIPTION
 CP0022
 CP0022'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0022'2.8 MI NW FROM FITLER.
 CP0022'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0022'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE AND
 CP0022'POST OFFICE JUST BEYOND A SIDE ROAD LEFT. CONTINUE NORTH ON STATE
 CP0022'HIGHWAY 1 FOR 3.3 MILES TO THE MARK ON THE LEFT 0.1 MILE BEFORE
 CP0022'REACHING A SIDE ROAD RIGHT. THE MARK IS LOCATED 2.8 MILES NORTHWEST
 CP0022'OF FITLER IN THE BASE FOR A RADIO MAST GUY WIRE ON THE SOUTH SIDE OF
 CP0022'STATE HIGHWAY 1, 7.3 MILES NORTHWEST OF ONWARD AND 9.5 MILES SOUTH OF
 CP0022'MAYERSVILLE. IT IS 105 FEET SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 1
 CP0022'20 FEET WEST NORTHWEST OF THE CENTER OF THE DRIVE TO THE TRANSMITTER
 CP0022'AND IMPLEMENT SHEDS, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN
 CP0022'A DRILL HOLE IN THE TOP OF THE CONCRETE BASE FOR THE NORTHEAST GUY
 CP0022'WIRE ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8613 ***********************************************************************
 DJ8613  DESIGNATION -  1 V 10 MSHDX
 DJ8613  PID         -  DJ8613
 DJ8613  STATE/COUNTY-  MS/ISSAQUENA
 DJ8613  USGS QUAD   -  WHITING BAYOU (1994)
 DJ8613
 DJ8613                         *CURRENT SURVEY CONTROL
 DJ8613  ___________________________________________________________________
 DJ8613* NAD 83(2007)-  32 45 47.97675(N)    091 03 40.12248(W)     ADJUSTED  
 DJ8613* NAVD 88     -        31.63   (meters)     103.8    (feet)  LEVELING  
 DJ8613  ___________________________________________________________________
 DJ8613  EPOCH DATE  -        2002.00
 DJ8613  X           -     -99,425.736 (meters)                     COMP
 DJ8613  Y           -  -5,367,808.352 (meters)                     COMP
 DJ8613  Z           -   3,431,918.871 (meters)                     COMP
 DJ8613  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DJ8613  ELLIP HEIGHT-           5.151 (meters)          (02/15/08) ADJUSTED
 DJ8613  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ8613  HORZ ORDER  -  FIRST
 DJ8613  VERT ORDER  -  THIRD ?
 DJ8613  ELLP ORDER  -  FOURTH    CLASS II
 DJ8613
 DJ8613.The horizontal coordinates were established by GPS observations
 DJ8613.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8613
 DJ8613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8613.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8613.The epoch date for horizontal control is a decimal equivalence
 DJ8613.of Year/Month/Day.
 DJ8613
 DJ8613.The orthometric height was determined by differential leveling.
 DJ8613.The vertical network tie was performed by a horz. field party for horz.
 DJ8613.obs reductions. Reset procedures were used to establish the elevation.
 DJ8613
 DJ8613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8613
 DJ8613.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8613
 DJ8613.The ellipsoidal height was determined by GPS observations
 DJ8613.and is referenced to NAD 83.
 DJ8613
 DJ8613.The geoid height was determined by GEOID03.
 DJ8613
 DJ8613;                    North         East     Units Scale Factor Converg.
 DJ8613;SPC MS W     -   362,027.474   631,805.278   MT  1.00000732   -0 23 38.0
 DJ8613;SPC MS W     - 1,187,751.80  2,072,847.82   sFT  1.00000732   -0 23 38.0
 DJ8613;UTM  15      - 3,626,713.181   681,616.233   MT  1.00000673   +1 02 58.3
 DJ8613
 DJ8613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8613!SPC MS W     -   0.99999919  x   1.00000732  =   1.00000651
 DJ8613!UTM  15      -   0.99999919  x   1.00000673  =   1.00000592
 DJ8613
 DJ8613                          SUPERSEDED SURVEY CONTROL
 DJ8613
 DJ8613.No superseded survey control is available for this station.
 DJ8613
 DJ8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8161626713(NAD 83)
 DJ8613_MARKER: I = METAL ROD
 DJ8613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8613+WITH SETTING: INFORMATION.
 DJ8613_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8613_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8613+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DJ8613_ROD/PIPE-DEPTH:  0.6 meters
 DJ8613
 DJ8613  HISTORY     - Date     Condition        Report By
 DJ8613  HISTORY     - 20061215 MONUMENTED       EMCINC
 DJ8613
 DJ8613                          STATION DESCRIPTION
 DJ8613
 DJ8613'DESCRIBED BY EMC INCORPORATED 2006
 DJ8613'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 DJ8613'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MI (9.7 KM) TO THE FITLER
 DJ8613'STORE AND POST OFFICE JUST BEYOND A SIDE ROAD LEFT.  CONTINUE NORTH ON
 DJ8613'STATE HIGHWAY 1 FOR 3.3 MI (5.3 KM) TO THE MARK ON THE NORTH SIDE OF
 DJ8613'HIGHWAY 1 ACROSS FROM A SIDE ROAD HEADING SOUTH. SET 1/2 IN IRON ROD,
 DJ8613'18 IN LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0025 ***********************************************************************
 CP0025  DESIGNATION -  1 V 11 MSHD
 CP0025  PID         -  CP0025
 CP0025  STATE/COUNTY-  MS/ISSAQUENA
 CP0025  USGS QUAD   -  WHITING BAYOU (1994)
 CP0025
 CP0025                         *CURRENT SURVEY CONTROL
 CP0025  ___________________________________________________________________
 CP0025* NAD 83(1986)-  32 45 35.     (N)    091 05 20.     (W)     SCALED    
 CP0025* NAVD 88     -        31.639  (meters)     103.80   (feet)  ADJUSTED  
 CP0025  ___________________________________________________________________
 CP0025  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0025  DYNAMIC HT  -          31.604 (meters)     103.69  (feet)  COMP
 CP0025  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CP0025
 CP0025  VERT ORDER  -  SECOND    CLASS 0
 CP0025
 CP0025.The horizontal coordinates were scaled from a topographic map and have
 CP0025.an estimated accuracy of +/- 6 seconds.
 CP0025
 CP0025.The orthometric height was determined by differential leveling
 CP0025.and adjusted in June 1991.
 CP0025
 CP0025.The geoid height was determined by GEOID03.
 CP0025
 CP0025.The dynamic height is computed by dividing the NAVD 88
 CP0025.geopotential number by the normal gravity value computed on the
 CP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0025.degrees latitude (g = 980.6199 gals.).
 CP0025
 CP0025.The modeled gravity was interpolated from observed gravity values.
 CP0025
 CP0025;                    North         East    Units  Estimated Accuracy
 CP0025;SPC MS W     -   361,650.      629,200.      MT  (+/- 180 meters Scaled)
 CP0025
 CP0025                          SUPERSEDED SURVEY CONTROL
 CP0025
 CP0025  NGVD 29 (??/??/92)   31.693  (m)          103.98   (f) ADJ UNCH    2 0
 CP0025
 CP0025.Superseded values are not recommended for survey control.
 CP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0025.See file dsdata.txt to determine how the superseded data were derived.
 CP0025
 CP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS790262(NAD 83)
 CP0025_MARKER: DB = BENCH MARK DISK
 CP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0025_SP_SET: CONCRETE POST
 CP0025_STAMPING: BM 1V 11 1977
 CP0025_PROJECTION: PROJECTING 13 CENTIMETERS
 CP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0025+STABILITY: SURFACE MOTION
 CP0025
 CP0025  HISTORY     - Date     Condition        Report By
 CP0025  HISTORY     - 1977     MONUMENTED       MSHD
 CP0025
 CP0025                          STATION DESCRIPTION
 CP0025
 CP0025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0025'4.0 MI NW FROM FITLER.
 CP0025'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND STATE HIGHWAY 61 AT
 CP0025'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE STORE AND POST
 CP0025'OFFICE IN FITLER JUST BEYOND A SIDE ROAD LEFT. CONTINUE NORTH ON
 CP0025'STATE HIGHWAY 1 FOR 3.4 MILES TO A SIDE ROAD RIGHT. CONTINUE WEST ON
 CP0025'STATE HIGHWAY 1 FOR 1.5 MILES TO THE MARK ON THE LEFT. THE MARK IS
 CP0025'LOCATED 4 MILES NORTHWEST OF FITLER ON THE SOUTH RIGHT OF WAY OF STATE
 CP0025'HIGHWAY 1, 9 MILES WEST NORTHWEST OF ONWARD AND 9.8 MILES SOUTH SOUTH
 CP0025'WEST OF MAYERSVILLE. IT IS 93 FEET EAST OF THE CENTER OF A DRIVEWAY,
 CP0025'64.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 42 FEET
 CP0025'SOUTH OF THE CENTER OF HIGHWAY 1, 27 FEET EAST NORTHEAST OF A POWER
 CP0025'POLE WITH A TRANSFORMER AND A GUY WIRE, 2 FEET NORTHEAST OF A FENCE
 CP0025'CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0025'ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 CP0025'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0026 ***********************************************************************
 CP0026  DESIGNATION -  1 V 12 MSHD
 CP0026  PID         -  CP0026
 CP0026  STATE/COUNTY-  MS/ISSAQUENA
 CP0026  USGS QUAD   -  WHITING BAYOU (1994)
 CP0026
 CP0026                         *CURRENT SURVEY CONTROL
 CP0026  ___________________________________________________________________
 CP0026* NAD 83(1986)-  32 45 48.     (N)    091 06 13.     (W)     SCALED    
 CP0026* NAVD 88     -        31.756  (meters)     104.19   (feet)  ADJUSTED  
 CP0026  ___________________________________________________________________
 CP0026  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0026  DYNAMIC HT  -          31.720 (meters)     104.07  (feet)  COMP
 CP0026  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 CP0026
 CP0026  VERT ORDER  -  SECOND    CLASS 0
 CP0026
 CP0026.The horizontal coordinates were scaled from a topographic map and have
 CP0026.an estimated accuracy of +/- 6 seconds.
 CP0026
 CP0026.The orthometric height was determined by differential leveling
 CP0026.and adjusted in June 1991.
 CP0026
 CP0026.The geoid height was determined by GEOID03.
 CP0026
 CP0026.The dynamic height is computed by dividing the NAVD 88
 CP0026.geopotential number by the normal gravity value computed on the
 CP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0026.degrees latitude (g = 980.6199 gals.).
 CP0026
 CP0026.The modeled gravity was interpolated from observed gravity values.
 CP0026
 CP0026;                    North         East    Units  Estimated Accuracy
 CP0026;SPC MS W     -   362,060.      627,830.      MT  (+/- 180 meters Scaled)
 CP0026
 CP0026                          SUPERSEDED SURVEY CONTROL
 CP0026
 CP0026  NGVD 29 (??/??/92)   31.809  (m)          104.36   (f) ADJ UNCH    2 0
 CP0026
 CP0026.Superseded values are not recommended for survey control.
 CP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0026.See file dsdata.txt to determine how the superseded data were derived.
 CP0026
 CP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS776266(NAD 83)
 CP0026_MARKER: DB = BENCH MARK DISK
 CP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0026_SP_SET: CONCRETE POST
 CP0026_STAMPING: BM 1V 12 1977
 CP0026_PROJECTION: FLUSH
 CP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0026+STABILITY: SURFACE MOTION
 CP0026
 CP0026  HISTORY     - Date     Condition        Report By
 CP0026  HISTORY     - 1977     MONUMENTED       MSHD
 CP0026
 CP0026                          STATION DESCRIPTION
 CP0026
 CP0026'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0026'4.6 MI NW FROM FITLER.
 CP0026'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0026'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE STORE AND THE
 CP0026'POST OFFICE IN FITLER JUST BEYOND A SIDE ROAD LEFT. CONTINUE NORTH ON
 CP0026'STATE HIGHWAY 1 FOR 5.7 MILES TO THE MARK ON THE LEFT. THE MARK CAN
 CP0026'ALSO BE REACHED FROM THE COURTHOUSE IN MAYERSVILLE BY GOING EAST ON
 CP0026'STATE HIGHWAY 14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY
 CP0026'1. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 1 FOR 11.4 MILES TO THE
 CP0026'MARK ON THE RIGHT. THE MARK IS LOCATED 4.5 MILES NORTHWEST OF FITLER
 CP0026'ON THE SOUTH RIGHT OF WAY OF STATE HIGHWAY 1, 9.7 MILES NORTHWEST OF
 CP0026'ONWARD, 9.8 MILES SOUTHWEST OF MAYERSVILLE AT THE ENTRANCE TO A
 CP0026'PASTURE. IT IS 116 FEET WEST NORTHWEST OF A POWER POLE, 116 FEET WEST
 CP0026'NORTHWEST OF TELEPHONE CABLE JUNCTION BOX NO 62, 46 FEET SOUTH SOUTH
 CP0026'WEST OF THE CENTER OF HIGHWAY 1, 9 FEET EAST SOUTHEAST OF THE CENTER
 CP0026'OF THE ENTRANCE TO A PASTURE, 2 FEET NORTH NORTHEAST OF A FENCE, 1
 CP0026'FOOT SOUTH SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0026'ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 CP0026'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0032 ***********************************************************************
 CP0032  DESIGNATION -  1 V 13 MSHD
 CP0032  PID         -  CP0032
 CP0032  STATE/COUNTY-  MS/ISSAQUENA
 CP0032  USGS QUAD   -  WHITING BAYOU (1994)
 CP0032
 CP0032                         *CURRENT SURVEY CONTROL
 CP0032  ___________________________________________________________________
 CP0032* NAD 83(1986)-  32 46 53.     (N)    091 07 03.     (W)     SCALED    
 CP0032* NAVD 88     -        31.397  (meters)     103.01   (feet)  ADJUSTED  
 CP0032  ___________________________________________________________________
 CP0032  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0032  DYNAMIC HT  -          31.362 (meters)     102.89  (feet)  COMP
 CP0032  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CP0032
 CP0032  VERT ORDER  -  SECOND    CLASS 0
 CP0032
 CP0032.The horizontal coordinates were scaled from a topographic map and have
 CP0032.an estimated accuracy of +/- 6 seconds.
 CP0032
 CP0032.The orthometric height was determined by differential leveling
 CP0032.and adjusted in June 1991.
 CP0032
 CP0032.The geoid height was determined by GEOID03.
 CP0032
 CP0032.The dynamic height is computed by dividing the NAVD 88
 CP0032.geopotential number by the normal gravity value computed on the
 CP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0032.degrees latitude (g = 980.6199 gals.).
 CP0032
 CP0032.The modeled gravity was interpolated from observed gravity values.
 CP0032
 CP0032;                    North         East    Units  Estimated Accuracy
 CP0032;SPC MS W     -   364,070.      626,540.      MT  (+/- 180 meters Scaled)
 CP0032
 CP0032                          SUPERSEDED SURVEY CONTROL
 CP0032
 CP0032  NGVD 29 (??/??/92)   31.450  (m)          103.18   (f) ADJ UNCH    2 0
 CP0032
 CP0032.Superseded values are not recommended for survey control.
 CP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0032.See file dsdata.txt to determine how the superseded data were derived.
 CP0032
 CP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS763286(NAD 83)
 CP0032_MARKER: DB = BENCH MARK DISK
 CP0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0032_SP_SET: CONCRETE POST
 CP0032_STAMPING: BM 1V 13 1977
 CP0032_PROJECTION: FLUSH
 CP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0032+STABILITY: SURFACE MOTION
 CP0032
 CP0032  HISTORY     - Date     Condition        Report By
 CP0032  HISTORY     - 1977     MONUMENTED       MSHD
 CP0032
 CP0032                          STATION DESCRIPTION
 CP0032
 CP0032'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0032'6.0 MI NW FROM FITLER.
 CP0032'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0032'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT AN
 CP0032'GO SOUTH ON STATE HIGHWAY 1 FOR 9.1 MILES TO THE CHURCH AND THE MARK
 CP0032'ON THE LEFT. THE MARK IS LOCATED 6 MILES NORTHWEST OF FITLER NEAR THE
 CP0032'SOUTHWEST CORNER OF THE GROUNDS OF THE TULLULA CHURCH OF GOD, 9.2
 CP0032'MILES SOUTHWEST OF MAYERSVILLE, 10.8 MILES NORTHWEST OF ONWARD IN THE
 CP0032'SOUTHWEST .25 OF SECTION 24, T 11N, R 9W. IT IS 112.5 FEET SOUTHWEST
 CP0032'OF THE SOUTHWEST CORNER OF THE CHURCH, 60 FEET EAST OF THE CENTER OF
 CP0032'HIGHWAY 1, 30 FEET SOUTH OF THE CENTER OF THE CHURCH DRIVEWAY, 1.5
 CP0032'FEET SOUTH OF POWER POLE NO. 283, 1 FOOT EAST OF A METAL WITNESS POST
 CP0032'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL
 CP0032'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0033 ***********************************************************************
 CP0033  DESIGNATION -  1 V 14 MSHD
 CP0033  PID         -  CP0033
 CP0033  STATE/COUNTY-  MS/ISSAQUENA
 CP0033  USGS QUAD   -  WHITING BAYOU (1994)
 CP0033
 CP0033                         *CURRENT SURVEY CONTROL
 CP0033  ___________________________________________________________________
 CP0033* NAD 83(1986)-  32 47 36.     (N)    091 06 45.     (W)     SCALED    
 CP0033* NAVD 88     -        30.056  (meters)      98.61   (feet)  ADJUSTED  
 CP0033  ___________________________________________________________________
 CP0033  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0033  DYNAMIC HT  -          30.023 (meters)      98.50  (feet)  COMP
 CP0033  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CP0033
 CP0033  VERT ORDER  -  SECOND    CLASS 0
 CP0033
 CP0033.The horizontal coordinates were scaled from a topographic map and have
 CP0033.an estimated accuracy of +/- 6 seconds.
 CP0033
 CP0033.The orthometric height was determined by differential leveling
 CP0033.and adjusted in June 1991.
 CP0033
 CP0033.The geoid height was determined by GEOID03.
 CP0033
 CP0033.The dynamic height is computed by dividing the NAVD 88
 CP0033.geopotential number by the normal gravity value computed on the
 CP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0033.degrees latitude (g = 980.6199 gals.).
 CP0033
 CP0033.The modeled gravity was interpolated from observed gravity values.
 CP0033
 CP0033;                    North         East    Units  Estimated Accuracy
 CP0033;SPC MS W     -   365,390.      627,020.      MT  (+/- 180 meters Scaled)
 CP0033
 CP0033                          SUPERSEDED SURVEY CONTROL
 CP0033
 CP0033  NGVD 29 (??/??/92)   30.110  (m)           98.79   (f) ADJ UNCH    2 0
 CP0033
 CP0033.Superseded values are not recommended for survey control.
 CP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0033.See file dsdata.txt to determine how the superseded data were derived.
 CP0033
 CP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS767299(NAD 83)
 CP0033_MARKER: DB = BENCH MARK DISK
 CP0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0033_SP_SET: CONCRETE POST
 CP0033_STAMPING: BM 1V 14 1977
 CP0033_PROJECTION: PROJECTING 3 CENTIMETERS
 CP0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0033+STABILITY: SURFACE MOTION
 CP0033
 CP0033  HISTORY     - Date     Condition        Report By
 CP0033  HISTORY     - 1977     MONUMENTED       MSHD
 CP0033
 CP0033                          STATION DESCRIPTION
 CP0033
 CP0033'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0033'6.3 MI NW FROM FITLER.
 CP0033'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0033'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0033'AND GO SOUTH ON STATE HIGHWAY 1 FOR 9 MILES TO THE MARK ON THE RIGHT
 CP0033'0.15 MILE BEFORE REACHING A CROSSROAD. THE MARK IS LOCATED 6.3 MILES
 CP0033'NORTHWEST OF FITLER ON THE NORTH RIGHT OF WAY OF STATE HIGHWAY 1,
 CP0033'8.2 MILES SOUTHWEST OF MAYERSVILLE NEAR THE CENTER OF THE NORTH SIDE
 CP0033'OF SECTION 24, T 11N, R 9W. IT IS 75 FEET NORTH NORTHWEST OF THE
 CP0033'CENTER OF HIGHWAY 1, 41 FEET EAST NORTHEAST THE CENTER OF A DRIVEWAY,
 CP0033'1.5 FEET WEST OF A POWER POLE WITH A GUY WIRE, 1 FOOT NORTH OF A
 CP0033'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 5
 CP0033'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0034 ***********************************************************************
 CP0034  DESIGNATION -  1 V 15 MSHD
 CP0034  PID         -  CP0034
 CP0034  STATE/COUNTY-  MS/ISSAQUENA
 CP0034  USGS QUAD   -  WHITING BAYOU (1994)
 CP0034
 CP0034                         *CURRENT SURVEY CONTROL
 CP0034  ___________________________________________________________________
 CP0034* NAD 83(1986)-  32 48 09.     (N)    091 06 17.     (W)     SCALED    
 CP0034* NAVD 88     -        30.915  (meters)     101.43   (feet)  ADJUSTED  
 CP0034  ___________________________________________________________________
 CP0034  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0034  DYNAMIC HT  -          30.880 (meters)     101.31  (feet)  COMP
 CP0034  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CP0034
 CP0034  VERT ORDER  -  SECOND    CLASS 0
 CP0034
 CP0034.The horizontal coordinates were scaled from a topographic map and have
 CP0034.an estimated accuracy of +/- 6 seconds.
 CP0034
 CP0034.The orthometric height was determined by differential leveling
 CP0034.and adjusted in June 1991.
 CP0034
 CP0034.The geoid height was determined by GEOID03.
 CP0034
 CP0034.The dynamic height is computed by dividing the NAVD 88
 CP0034.geopotential number by the normal gravity value computed on the
 CP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0034.degrees latitude (g = 980.6199 gals.).
 CP0034
 CP0034.The modeled gravity was interpolated from observed gravity values.
 CP0034
 CP0034;                    North         East    Units  Estimated Accuracy
 CP0034;SPC MS W     -   366,400.      627,750.      MT  (+/- 180 meters Scaled)
 CP0034
 CP0034                          SUPERSEDED SURVEY CONTROL
 CP0034
 CP0034  NGVD 29 (??/??/92)   30.968  (m)          101.60   (f) ADJ UNCH    2 0
 CP0034
 CP0034.Superseded values are not recommended for survey control.
 CP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0034.See file dsdata.txt to determine how the superseded data were derived.
 CP0034
 CP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS774309(NAD 83)
 CP0034_MARKER: DB = BENCH MARK DISK
 CP0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0034_SP_SET: CONCRETE POST
 CP0034_STAMPING: BM 1V 15 1977
 CP0034_PROJECTION: PROJECTING 3 CENTIMETERS
 CP0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0034+STABILITY: SURFACE MOTION
 CP0034
 CP0034  HISTORY     - Date     Condition        Report By
 CP0034  HISTORY     - 1977     MONUMENTED       MSHD
 CP0034
 CP0034                          STATION DESCRIPTION
 CP0034
 CP0034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0034'6.5 MI NW FROM FITLER.
 CP0034'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0034'14 FOR 0.15 MILE TO THE INTERSECTION OF HIGHWAY 1. TURN RIGHT AND GO
 CP0034'SOUTH ON STATE HIGHWAY 1 FOR 6.35 MILES TO A SIDE ROAD RIGHT. CONTINUE
 CP0034'SOUTHWEST ON STATE HIGHWAY 1 FOR 1.75 MILES TO A WOODS ROAD AND THE
 CP0034'MARK ON THE RIGHT. THE MARK IS LOCATED 6.5 MILES NORTHWEST OF FITLER,
 CP0034'7.5 MILES SOUTHWEST OF MAYERSVILLE NEAR THE CENTER OF THE EAST SIDE
 CP0034'OF SECTION 22, T 11N, R 9W. IT IS 144 FEET WEST OF THE CENTER OF
 CP0034'HIGHWAY 1, 62 FEET WEST OF THE CENTER OF A POWER LINE, 13 FEET SOUTH
 CP0034'WEST OF THE CENTER OF A WOODS ROAD, 1 FOOT WEST OF A METAL WITNESS
 CP0034'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4 FEET BELOW THE
 CP0034'LEVEL OF THE HIGHWAY AND PROJECTS 1 INC.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0035 ***********************************************************************
 CP0035  DESIGNATION -  1 V 16 MSHD
 CP0035  PID         -  CP0035
 CP0035  STATE/COUNTY-  MS/ISSAQUENA
 CP0035  USGS QUAD   -  WHITING BAYOU (1994)
 CP0035
 CP0035                         *CURRENT SURVEY CONTROL
 CP0035  ___________________________________________________________________
 CP0035* NAD 83(1986)-  32 48 49.     (N)    091 05 55.     (W)     SCALED    
 CP0035* NAVD 88     -        29.952  (meters)      98.27   (feet)  ADJUSTED  
 CP0035  ___________________________________________________________________
 CP0035  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0035  DYNAMIC HT  -          29.919 (meters)      98.16  (feet)  COMP
 CP0035  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 CP0035
 CP0035  VERT ORDER  -  SECOND    CLASS 0
 CP0035
 CP0035.The horizontal coordinates were scaled from a topographic map and have
 CP0035.an estimated accuracy of +/- 6 seconds.
 CP0035
 CP0035.The orthometric height was determined by differential leveling
 CP0035.and adjusted in June 1991.
 CP0035
 CP0035.The geoid height was determined by GEOID03.
 CP0035
 CP0035.The dynamic height is computed by dividing the NAVD 88
 CP0035.geopotential number by the normal gravity value computed on the
 CP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0035.degrees latitude (g = 980.6199 gals.).
 CP0035
 CP0035.The modeled gravity was interpolated from observed gravity values.
 CP0035
 CP0035;                    North         East    Units  Estimated Accuracy
 CP0035;SPC MS W     -   367,630.      628,340.      MT  (+/- 180 meters Scaled)
 CP0035
 CP0035                          SUPERSEDED SURVEY CONTROL
 CP0035
 CP0035  NGVD 29 (??/??/92)   30.006  (m)           98.44   (f) ADJ UNCH    2 0
 CP0035
 CP0035.Superseded values are not recommended for survey control.
 CP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0035.See file dsdata.txt to determine how the superseded data were derived.
 CP0035
 CP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS780322(NAD 83)
 CP0035_MARKER: DB = BENCH MARK DISK
 CP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0035_SP_SET: CONCRETE POST
 CP0035_STAMPING: BM 1V 16 1977
 CP0035_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0035+STABILITY: SURFACE MOTION
 CP0035
 CP0035  HISTORY     - Date     Condition        Report By
 CP0035  HISTORY     - 1977     MONUMENTED       MSHD
 CP0035
 CP0035                          STATION DESCRIPTION
 CP0035
 CP0035'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0035'6.7 MI SW FROM MAYERSVILLE.
 CP0035'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0035'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0035'AND GO SOUTH ON STATE HIGHWAY 1 FOR 6.35 MILES TO A SIDE ROAD RIGHT.
 CP0035'THE MARK IS LOCATED 6.7 MILES SOUTHWEST OF MAYERSVILLE NEAR THE EAST
 CP0035'RIGHT OF WAY OF STATE HIGHWAY 1, 7 MILES NORTHWEST OF FITLER IN THE
 CP0035'SW .25 OF SECTION 18, T 11N, R 9W. IT IS 61 FEET EAST OF THE CENTER OF
 CP0035'HIGHWAY 1, 7 FEET NORTHWEST OF A 24 INCH OAK, 1 FOOT EAST OF A METAL
 CP0035'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 5 FEET
 CP0035'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0041 ***********************************************************************
 CP0041  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0041  DESIGNATION -  1 V 17 MSHD
 CP0041  PID         -  CP0041
 CP0041  STATE/COUNTY-  MS/ISSAQUENA
 CP0041  USGS QUAD   -  WHITING BAYOU (1994)
 CP0041
 CP0041                         *CURRENT SURVEY CONTROL
 CP0041  ___________________________________________________________________
 CP0041* NAD 83(2007)-  32 49 43.43936(N)    091 04 43.59125(W)     ADJUSTED  
 CP0041* NAVD 88     -        31.15   (meters)     102.2    (feet)  GPS OBS   
 CP0041  ___________________________________________________________________
 CP0041  EPOCH DATE  -        2002.00
 CP0041  X           -    -101,003.457 (meters)                     COMP
 CP0041  Y           -  -5,363,848.905 (meters)                     COMP
 CP0041  Z           -   3,438,016.050 (meters)                     COMP
 CP0041  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CP0041  ELLIP HEIGHT-           4.706 (meters)          (02/15/08) ADJUSTED
 CP0041  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0041  HORZ ORDER  -  B
 CP0041  ELLP ORDER  -  FOURTH    CLASS II
 CP0041
 CP0041.The horizontal coordinates were established by GPS observations
 CP0041.and adjusted by the EMC INCORPORATED in February 2008.
 CP0041
 CP0041.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0041.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0041.The horizontal coordinates are valid at the epoch date displayed above.
 CP0041.The epoch date for horizontal control is a decimal equivalence
 CP0041.of Year/Month/Day.
 CP0041
 CP0041.The orthometric height was determined by GPS observations and a
 CP0041.high-resolution geoid model.
 CP0041.The orthometric height was determined by GPS observations and a
 CP0041.high-resolution geoid model using precise GPS observation and
 CP0041.processing techniques. It supersedes the leveled height previously
 CP0041.determined for this station.
 CP0041
 CP0041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0041
 CP0041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0041
 CP0041.The ellipsoidal height was determined by GPS observations
 CP0041.and is referenced to NAD 83.
 CP0041
 CP0041.The geoid height was determined by GEOID03.
 CP0041
 CP0041;                    North         East     Units Scale Factor Converg.
 CP0041;SPC MS W     -   369,292.472   630,204.438   MT  1.00001004   -0 24 14.9
 CP0041;SPC MS W     - 1,211,587.05  2,067,595.73   sFT  1.00001004   -0 24 14.9
 CP0041;UTM  15      - 3,633,935.466   679,832.747   MT  0.99999878   +1 02 30.6
 CP0041
 CP0041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0041!SPC MS W     -   0.99999926  x   1.00001004  =   1.00000930
 CP0041!UTM  15      -   0.99999926  x   0.99999878  =   0.99999804
 CP0041
 CP0041:                Primary Azimuth Mark                     Grid Az
 CP0041:SPC MS W     -  1 V 18 MSHD                              016 21 45.0
 CP0041:UTM  15      -  1 V 18 MSHD                              014 54 59.5
 CP0041
 CP0041|---------------------------------------------------------------------|
 CP0041| PID    Reference Object                     Distance      Geod. Az  |
 CP0041|                                                           dddmmss.s |
 CP0041| CP0042 1 V 18 MSHD                         APPROX. 1.3 KM 0155730.1 |
 CP0041|---------------------------------------------------------------------|
 CP0041
 CP0041                          SUPERSEDED SURVEY CONTROL
 CP0041
 CP0041  NAVD 88 (06/15/91)   31.180  (m)          102.30   (f) ADJUSTED    2 0
 CP0041  NGVD 29 (??/??/92)   31.234  (m)          102.47   (f) ADJ UNCH    2 0
 CP0041
 CP0041.Superseded values are not recommended for survey control.
 CP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0041.See file dsdata.txt to determine how the superseded data were derived.
 CP0041
 CP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7983333935(NAD 83)
 CP0041_MARKER: DB = BENCH MARK DISK
 CP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0041_SP_SET: CONCRETE POST
 CP0041_STAMPING: BM 1V 17 1977
 CP0041_MARK LOGO: NONE  
 CP0041_PROJECTION: PROJECTING 3 CENTIMETERS
 CP0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0041+STABILITY: SURFACE MOTION
 CP0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0041+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2006
 CP0041
 CP0041  HISTORY     - Date     Condition        Report By
 CP0041  HISTORY     - 1977     MONUMENTED       MSHD
 CP0041  HISTORY     - 20061204 GOOD             EMCINC
 CP0041
 CP0041                          STATION DESCRIPTION
 CP0041
 CP0041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0041'5.2 MI SW FROM MAYERSVILLE.
 CP0041'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0041'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0041'AND GO SOUTH ON STATE HIGHWAY 1 FOR 5.6 MILES TO A SIDE ROAD AND THE
 CP0041'MARK ON THE LEFT. THE MARK IS LOCATED 5.2 MILES SOUTHWEST OF
 CP0041'MAYERSVILLE IN THE NORTHEAST ANGLE OF THE JUNCTION OF A BLACK TOP ROAD
 CP0041'LEADING EAST, 7.5 MILES NORTHWEST OF FITLER IN THE SOUTHWEST .25
 CP0041'OF SECTION 15, T 11N, R 9W. IT IS 132 FEET NORTH OF THE CENTER OF A
 CP0041'BLACK TOP ROAD, 52 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 1, 20.5
 CP0041'FEET WEST OF A POWER PLE WITH GUY WIRES, 2 FEET SOUTH SOUTHWEST OF THE
 CP0041'BASE OF A GUY WIRE, 1.5 FEET EAST SOUTHEAST OF A METAL WITNESS POST
 CP0041'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3.5 FEET BELOW THE LEVEL
 CP0041'OF THE HIGHWAY AND PROJECTS 1 INCH.
 CP0041
 CP0041                          STATION RECOVERY (2006)
 CP0041
 CP0041'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 CP0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0042 ***********************************************************************
 CP0042  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0042  DESIGNATION -  1 V 18 MSHD
 CP0042  PID         -  CP0042
 CP0042  STATE/COUNTY-  MS/ISSAQUENA
 CP0042  USGS QUAD   -  WHITING BAYOU (1994)
 CP0042
 CP0042                         *CURRENT SURVEY CONTROL
 CP0042  ___________________________________________________________________
 CP0042* NAD 83(2007)-  32 50 24.90661(N)    091 04 29.54454(W)     ADJUSTED  
 CP0042* NAVD 88     -        31.66   (meters)     103.9    (feet)  GPS OBS   
 CP0042  ___________________________________________________________________
 CP0042  EPOCH DATE  -        2002.00
 CP0042  X           -    -100,625.192 (meters)                     COMP
 CP0042  Y           -  -5,363,163.677 (meters)                     COMP
 CP0042  Z           -   3,439,089.684 (meters)                     COMP
 CP0042  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP0042  ELLIP HEIGHT-           5.218 (meters)          (02/15/08) ADJUSTED
 CP0042  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0042  HORZ ORDER  -  FIRST
 CP0042  ELLP ORDER  -  FOURTH    CLASS II
 CP0042
 CP0042.The horizontal coordinates were established by GPS observations
 CP0042.and adjusted by the EMC INCORPORATED in February 2008.
 CP0042
 CP0042.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0042.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0042.The horizontal coordinates are valid at the epoch date displayed above.
 CP0042.The epoch date for horizontal control is a decimal equivalence
 CP0042.of Year/Month/Day.
 CP0042
 CP0042.The orthometric height was determined by GPS observations and a
 CP0042.high-resolution geoid model.
 CP0042.The orthometric height was determined by GPS observations and a
 CP0042.high-resolution geoid model using precise GPS observation and
 CP0042.processing techniques. It supersedes the leveled height previously
 CP0042.determined for this station.
 CP0042
 CP0042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0042
 CP0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0042
 CP0042.The ellipsoidal height was determined by GPS observations
 CP0042.and is referenced to NAD 83.
 CP0042
 CP0042.The geoid height was determined by GEOID03.
 CP0042
 CP0042;                    North         East     Units Scale Factor Converg.
 CP0042;SPC MS W     -   370,567.322   630,578.742   MT  1.00000940   -0 24 07.7
 CP0042;SPC MS W     - 1,215,769.62  2,068,823.76   sFT  1.00000940   -0 24 07.7
 CP0042;UTM  15      - 3,635,219.343   680,174.753   MT  1.00000029   +1 02 39.4
 CP0042
 CP0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0042!SPC MS W     -   0.99999918  x   1.00000940  =   1.00000858
 CP0042!UTM  15      -   0.99999918  x   1.00000029  =   0.99999947
 CP0042
 CP0042:                Primary Azimuth Mark                     Grid Az
 CP0042:SPC MS W     -  1 V 17 MSHD                              196 21 45.5
 CP0042:UTM  15      -  1 V 17 MSHD                              194 54 58.4
 CP0042
 CP0042|---------------------------------------------------------------------|
 CP0042| PID    Reference Object                     Distance      Geod. Az  |
 CP0042|                                                           dddmmss.s |
 CP0042| CP0041 1 V 17 MSHD                         APPROX. 1.3 KM 1955737.8 |
 CP0042|---------------------------------------------------------------------|
 CP0042
 CP0042                          SUPERSEDED SURVEY CONTROL
 CP0042
 CP0042  NAVD 88 (06/15/91)   31.726  (m)          104.09   (f) ADJUSTED    2 0
 CP0042  NGVD 29 (??/??/92)   31.780  (m)          104.26   (f) ADJ UNCH    2 0
 CP0042
 CP0042.Superseded values are not recommended for survey control.
 CP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0042.See file dsdata.txt to determine how the superseded data were derived.
 CP0042
 CP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8017535219(NAD 83)
 CP0042_MARKER: DB = BENCH MARK DISK
 CP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0042_SP_SET: CONCRETE POST
 CP0042_STAMPING: BM 1V 18 1977
 CP0042_MARK LOGO: NONE  
 CP0042_PROJECTION: PROJECTING 13 CENTIMETERS
 CP0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0042+STABILITY: SURFACE MOTION
 CP0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0042+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2007
 CP0042
 CP0042  HISTORY     - Date     Condition        Report By
 CP0042  HISTORY     - 1977     MONUMENTED       MSHD
 CP0042  HISTORY     - 20070130 GOOD             EMCINC
 CP0042
 CP0042                          STATION DESCRIPTION
 CP0042
 CP0042'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0042'4.5 MI SSW FROM MAYERSVILLE.
 CP0042'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0042'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0042'AND GO SOUTH ON STATE HIGHWAY 1 FOR 4.8 MILES TO THE MARK ON THE RIGHT
 CP0042'0.25 MILE BEFORE REACHING A SIDE ROAD LEFT. THE MARK IS LOCATED 4.5
 CP0042'MILES SOUTH SOUTHWEST OF MAYERSVILLE ON THE WEST RIGHT OF WAY OF STATE
 CP0042'HIGHWAY 1, 8.1 MILES NORTHWEST OF FITLER IN THE SOUTHEAST .25 OF
 CP0042'SECTION 9, T 11N, R 9W. IT IS 64 FEET SOUTH OF THE CENTER OF THE SOUTH
 CP0042'DRIVEWAY LEADING TO A LARGE FRAME HOUSE, 52 FEET WEST OF THE CENTER OF
 CP0042'HIGHWAY 1, 37 FEET SOUTHEAST OF A WO INCH OAK, 1.5 FEET SOUTH OF A
 CP0042'POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0042'ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 CP0042'PROJECTS 5 INCHES.
 CP0042
 CP0042                          STATION RECOVERY (2007)
 CP0042
 CP0042'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0044 ***********************************************************************
 CP0044  DESIGNATION -  1 V 19 MSHD
 CP0044  PID         -  CP0044
 CP0044  STATE/COUNTY-  MS/ISSAQUENA
 CP0044  USGS QUAD   -  WHITING BAYOU (1994)
 CP0044
 CP0044                         *CURRENT SURVEY CONTROL
 CP0044  ___________________________________________________________________
 CP0044* NAD 83(1986)-  32 51 06.     (N)    091 04 16.     (W)     SCALED    
 CP0044* NAVD 88     -        31.266  (meters)     102.58   (feet)  ADJUSTED  
 CP0044  ___________________________________________________________________
 CP0044  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0044  DYNAMIC HT  -          31.232 (meters)     102.47  (feet)  COMP
 CP0044  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 CP0044
 CP0044  VERT ORDER  -  SECOND    CLASS 0
 CP0044
 CP0044.The horizontal coordinates were scaled from a topographic map and have
 CP0044.an estimated accuracy of +/- 6 seconds.
 CP0044
 CP0044.The orthometric height was determined by differential leveling
 CP0044.and adjusted in June 1991.
 CP0044
 CP0044.The geoid height was determined by GEOID03.
 CP0044
 CP0044.The dynamic height is computed by dividing the NAVD 88
 CP0044.geopotential number by the normal gravity value computed on the
 CP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0044.degrees latitude (g = 980.6199 gals.).
 CP0044
 CP0044.The modeled gravity was interpolated from observed gravity values.
 CP0044
 CP0044;                    North         East    Units  Estimated Accuracy
 CP0044;SPC MS W     -   371,830.      630,940.      MT  (+/- 180 meters Scaled)
 CP0044
 CP0044                          SUPERSEDED SURVEY CONTROL
 CP0044
 CP0044  NGVD 29 (??/??/92)   31.320  (m)          102.76   (f) ADJ UNCH    2 0
 CP0044
 CP0044.Superseded values are not recommended for survey control.
 CP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0044.See file dsdata.txt to determine how the superseded data were derived.
 CP0044
 CP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS805364(NAD 83)
 CP0044_MARKER: DB = BENCH MARK DISK
 CP0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0044_SP_SET: CONCRETE POST
 CP0044_STAMPING: BM 1V 19 1977
 CP0044_PROJECTION: PROJECTING 8 CENTIMETERS
 CP0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0044+STABILITY: SURFACE MOTION
 CP0044
 CP0044  HISTORY     - Date     Condition        Report By
 CP0044  HISTORY     - 1977     MONUMENTED       MSHD
 CP0044
 CP0044                          STATION DESCRIPTION
 CP0044
 CP0044'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0044'3.6 MI SSW FROM MAYERSVILLE.
 CP0044'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0044'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0044'AND GO SOUTH ON STATE HIGHWAY 1 FOR 2.2 MILES TO A SIDE ROAD LEFT.
 CP0044'CONTINUE SOUTHWEST ON STATE HIGHWAY 1 FOR 1.8 MILES TO THE MARK ON THE
 CP0044'RIGHT. THE MARK IS LOCATED 3.6 MILES SOUTH SOUTHWEST OF MAYERSVILLE
 CP0044'NEAR THE WEST RIGHT OF WAY OF STATE HIGHWAY 1, 9 MILES NORTHWEST OF
 CP0044'FITLER IN THE SOUTHEAST .25 OF SECTION 10, T 12N, R 9W. IT IS 65 FEET
 CP0044'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 62 FEET SOUTH OF
 CP0044'THE CENTER OF A DRIVEWAY, 55 FEET WEST OF THE CENTER OF HIGHWAY 1, 12
 CP0044'FEET SOUTH SOUTHEAST OF A 30 INCH DEAD COTTONWOOD, 1 FOOT SOUTH SOUTH
 CP0044'WEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE
 CP0044'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF
 CP0044'THE HIGHWAY AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0006 ***********************************************************************
 CP0006  DESIGNATION -  1 V 2 MSHD
 CP0006  PID         -  CP0006
 CP0006  STATE/COUNTY-  MS/SHARKEY
 CP0006  USGS QUAD   -  ONWARD (1988)
 CP0006
 CP0006                         *CURRENT SURVEY CONTROL
 CP0006  ___________________________________________________________________
 CP0006* NAD 83(1986)-  32 43 12.     (N)    090 57 15.     (W)     SCALED    
 CP0006* NAVD 88     -        30.507  (meters)     100.09   (feet)  ADJUSTED  
 CP0006  ___________________________________________________________________
 CP0006  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0006  DYNAMIC HT  -          30.473 (meters)      99.98  (feet)  COMP
 CP0006  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CP0006
 CP0006  VERT ORDER  -  SECOND    CLASS 0
 CP0006
 CP0006.The horizontal coordinates were scaled from a topographic map and have
 CP0006.an estimated accuracy of +/- 6 seconds.
 CP0006
 CP0006.The orthometric height was determined by differential leveling
 CP0006.and adjusted in June 1991.
 CP0006
 CP0006.The geoid height was determined by GEOID03.
 CP0006
 CP0006.The dynamic height is computed by dividing the NAVD 88
 CP0006.geopotential number by the normal gravity value computed on the
 CP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0006.degrees latitude (g = 980.6199 gals.).
 CP0006
 CP0006.The modeled gravity was interpolated from observed gravity values.
 CP0006
 CP0006;                    North         East    Units  Estimated Accuracy
 CP0006;SPC MS W     -   357,160.      641,800.      MT  (+/- 180 meters Scaled)
 CP0006
 CP0006                          SUPERSEDED SURVEY CONTROL
 CP0006
 CP0006  NGVD 29 (??/??/92)   30.563  (m)          100.27   (f) ADJ UNCH    2 0
 CP0006
 CP0006.Superseded values are not recommended for survey control.
 CP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0006.See file dsdata.txt to determine how the superseded data were derived.
 CP0006
 CP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS917220(NAD 83)
 CP0006_MARKER: DB = BENCH MARK DISK
 CP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0006_SP_SET: CONCRETE POST
 CP0006_STAMPING: BM 1V 2 1977
 CP0006_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0006+STABILITY: SURFACE MOTION
 CP0006
 CP0006  HISTORY     - Date     Condition        Report By
 CP0006  HISTORY     - 1977     MONUMENTED       MSHD
 CP0006
 CP0006                          STATION DESCRIPTION
 CP0006
 CP0006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0006'0.95 MI WEST FROM ONWARD.
 CP0006'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0006'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 0.95 MILE TO A FIELD ROAD OVER
 CP0006'A BAYOU AND THE MARK ON THE LEFT. THE MARK IS LOCATED 0.95 MILE WEST
 CP0006'OF ONWARD IN THE SOUTHEAST ANGLE OF THE CROSSING OF A FIELD ROAD AND
 CP0006'A BAYOU, 0.7 MILE EAST OF THE ISSAQUENA SHARKEY COUNTY LINE, 4.8 MILES
 CP0006'EAST OF FITLER IN THE SOUTHEAST .25 OF SECTION 7, T 10N, R 7W. IT IS
 CP0006'192 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 1, 59 FEET NORTH OF AN
 CP0006'ANCHOR POLE, 17 FEET NORTHEAST OF THE CENTER OF A FIELD ROAD, 1 FOOT
 CP0006'NORTHEAST OF A METAL WITNESS POST, 0.5 FEET WEST OF A POWER POLE SET
 CP0006'IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 CP0006'THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0045 ***********************************************************************
 CP0045  DESIGNATION -  1 V 20 MSHD
 CP0045  PID         -  CP0045
 CP0045  STATE/COUNTY-  MS/ISSAQUENA
 CP0045  USGS QUAD   -  WHITING BAYOU (1994)
 CP0045
 CP0045                         *CURRENT SURVEY CONTROL
 CP0045  ___________________________________________________________________
 CP0045* NAD 83(1986)-  32 51 46.     (N)    091 04 06.     (W)     SCALED    
 CP0045* NAVD 88     -        30.701  (meters)     100.72   (feet)  ADJUSTED  
 CP0045  ___________________________________________________________________
 CP0045  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0045  DYNAMIC HT  -          30.667 (meters)     100.61  (feet)  COMP
 CP0045  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 CP0045
 CP0045  VERT ORDER  -  SECOND    CLASS 0
 CP0045
 CP0045.The horizontal coordinates were scaled from a topographic map and have
 CP0045.an estimated accuracy of +/- 6 seconds.
 CP0045
 CP0045.The orthometric height was determined by differential leveling
 CP0045.and adjusted in June 1991.
 CP0045
 CP0045.The geoid height was determined by GEOID03.
 CP0045
 CP0045.The dynamic height is computed by dividing the NAVD 88
 CP0045.geopotential number by the normal gravity value computed on the
 CP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0045.degrees latitude (g = 980.6199 gals.).
 CP0045
 CP0045.The modeled gravity was interpolated from observed gravity values.
 CP0045
 CP0045;                    North         East    Units  Estimated Accuracy
 CP0045;SPC MS W     -   373,060.      631,210.      MT  (+/- 180 meters Scaled)
 CP0045
 CP0045                          SUPERSEDED SURVEY CONTROL
 CP0045
 CP0045  NGVD 29 (??/??/92)   30.755  (m)          100.90   (f) ADJ UNCH    2 0
 CP0045
 CP0045.Superseded values are not recommended for survey control.
 CP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0045.See file dsdata.txt to determine how the superseded data were derived.
 CP0045
 CP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS807377(NAD 83)
 CP0045_MARKER: DB = BENCH MARK DISK
 CP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0045_SP_SET: CONCRETE POST
 CP0045_STAMPING: BM 1V 20 1977
 CP0045_PROJECTION: FLUSH
 CP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0045+STABILITY: SURFACE MOTION
 CP0045
 CP0045  HISTORY     - Date     Condition        Report By
 CP0045  HISTORY     - 1977     MONUMENTED       MSHD
 CP0045
 CP0045                          STATION DESCRIPTION
 CP0045
 CP0045'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0045'2.8 MI SSW FROM MAYERSVILLE.
 CP0045'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0045'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0045'AND GO SOUTH ON STATE HIGHWAY 1 FOR 2.6 MILES TO A SIDE ROAD RIGHT.
 CP0045'CONTINUE SOUTHWEST ON STATE HIGHWAY 1 FOR 0.45 MILE TO THE MARK ON
 CP0045'THE RIGHT. THE MARK IS LOCATED 2.8 MILES SOUTH SOUTHWEST OF
 CP0045'MAYERSVILLE ON THE NORTHWEST RIGHT OF WAY OF STATE HIGHWAY 1 IN THE
 CP0045'NORTHWEST .25 OF SECTION 32, T 12N, R 8W. IT IS 67 FEET SOUTHEAST OF
 CP0045'A POWER POLE WITH A GUY WIRE, 53 FEET NORTHWEST OF THE CENTER OF
 CP0045'HIGHWAY 1, 1.5 FEET SOUTHWEST OF A POWER POLE NO. 46.5, 1 FOOT NORTH
 CP0045'EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 CP0045'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 CP0045'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0048 ***********************************************************************
 CP0048  DESIGNATION -  1 V 21 MSHD
 CP0048  PID         -  CP0048
 CP0048  STATE/COUNTY-  MS/ISSAQUENA
 CP0048  USGS QUAD   -  WHITING BAYOU (1994)
 CP0048
 CP0048                         *CURRENT SURVEY CONTROL
 CP0048  ___________________________________________________________________
 CP0048* NAD 83(1986)-  32 52 02.     (N)    091 03 20.     (W)     SCALED    
 CP0048* NAVD 88     -        31.097  (meters)     102.02   (feet)  ADJUSTED  
 CP0048  ___________________________________________________________________
 CP0048  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0048  DYNAMIC HT  -          31.063 (meters)     101.91  (feet)  COMP
 CP0048  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CP0048
 CP0048  VERT ORDER  -  SECOND    CLASS 0
 CP0048
 CP0048.The horizontal coordinates were scaled from a topographic map and have
 CP0048.an estimated accuracy of +/- 6 seconds.
 CP0048
 CP0048.The orthometric height was determined by differential leveling
 CP0048.and adjusted in June 1991.
 CP0048
 CP0048.The geoid height was determined by GEOID03.
 CP0048
 CP0048.The dynamic height is computed by dividing the NAVD 88
 CP0048.geopotential number by the normal gravity value computed on the
 CP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0048.degrees latitude (g = 980.6199 gals.).
 CP0048
 CP0048.The modeled gravity was interpolated from observed gravity values.
 CP0048
 CP0048;                    North         East    Units  Estimated Accuracy
 CP0048;SPC MS W     -   373,550.      632,410.      MT  (+/- 180 meters Scaled)
 CP0048
 CP0048                          SUPERSEDED SURVEY CONTROL
 CP0048
 CP0048  NGVD 29 (??/??/92)   31.151  (m)          102.20   (f) ADJ UNCH    2 0
 CP0048
 CP0048.Superseded values are not recommended for survey control.
 CP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0048.See file dsdata.txt to determine how the superseded data were derived.
 CP0048
 CP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS819382(NAD 83)
 CP0048_MARKER: DB = BENCH MARK DISK
 CP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0048_SP_SET: CONCRETE POST
 CP0048_STAMPING: BM 1V 21 1977
 CP0048_PROJECTION: PROJECTING 8 CENTIMETERS
 CP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0048+STABILITY: SURFACE MOTION
 CP0048
 CP0048  HISTORY     - Date     Condition        Report By
 CP0048  HISTORY     - 1977     MONUMENTED       MSHD
 CP0048
 CP0048                          STATION DESCRIPTION
 CP0048
 CP0048'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0048'2.3 MI SOUTH FROM MAYERSVILLE.
 CP0048'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE, GO EAST ON STATE HIGHWAY
 CP0048'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0048'AND GO SOUTH ON STATE HIGHWAY 1 FOR 2.2 MILES TO A SIDE ROAD LEFT.
 CP0048'CONTINUE SOUTHWEST ON STATE HIGHWAY 1 FOR 0.25 MILE TO THE MARK ON THE
 CP0048'RIGHT. THE MARK IS LOCATED 2.3 MILES SOUTH OF MAYERSVILLE ON THE
 CP0048'NORTHWEST RIGHT OF WAY OF STATE HIGHWAY 1 IN THE SOUTHEAST .25 OF
 CP0048'SECTION 22, T 12N, R 8W. IT IS 52 FEET NORTHWEST OF THE CENTER OF
 CP0048'HIGHWAY 1, 2 FEET NORTHEAST OF A METAL WITNESS POST, 1.5 FEET WEST OF
 CP0048'POWER POLE NO. 37.5 SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CP0048'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0049 ***********************************************************************
 CP0049  DESIGNATION -  1 V 22 MSHD
 CP0049  PID         -  CP0049
 CP0049  STATE/COUNTY-  MS/ISSAQUENA
 CP0049  USGS QUAD   -  MAYERSVILLE (1994)
 CP0049
 CP0049                         *CURRENT SURVEY CONTROL
 CP0049  ___________________________________________________________________
 CP0049* NAD 83(1986)-  32 52 35.     (N)    091 03 04.     (W)     SCALED    
 CP0049* NAVD 88     -        31.030  (meters)     101.80   (feet)  ADJUSTED  
 CP0049  ___________________________________________________________________
 CP0049  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0049  DYNAMIC HT  -          30.996 (meters)     101.69  (feet)  COMP
 CP0049  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 CP0049
 CP0049  VERT ORDER  -  SECOND    CLASS 0
 CP0049
 CP0049.The horizontal coordinates were scaled from a topographic map and have
 CP0049.an estimated accuracy of +/- 6 seconds.
 CP0049
 CP0049.The orthometric height was determined by differential leveling
 CP0049.and adjusted in June 1991.
 CP0049
 CP0049.The geoid height was determined by GEOID03.
 CP0049
 CP0049.The dynamic height is computed by dividing the NAVD 88
 CP0049.geopotential number by the normal gravity value computed on the
 CP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0049.degrees latitude (g = 980.6199 gals.).
 CP0049
 CP0049.The modeled gravity was interpolated from observed gravity values.
 CP0049
 CP0049;                    North         East    Units  Estimated Accuracy
 CP0049;SPC MS W     -   374,560.      632,830.      MT  (+/- 180 meters Scaled)
 CP0049
 CP0049                          SUPERSEDED SURVEY CONTROL
 CP0049
 CP0049  NGVD 29 (??/??/92)   31.084  (m)          101.98   (f) ADJ UNCH    2 0
 CP0049
 CP0049.Superseded values are not recommended for survey control.
 CP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0049.See file dsdata.txt to determine how the superseded data were derived.
 CP0049
 CP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS823392(NAD 83)
 CP0049_MARKER: DB = BENCH MARK DISK
 CP0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0049_SP_SET: CONCRETE POST
 CP0049_STAMPING: BM 1V 22 1977
 CP0049_PROJECTION: PROJECTING 10 CENTIMETERS
 CP0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0049+STABILITY: SURFACE MOTION
 CP0049
 CP0049  HISTORY     - Date     Condition        Report By
 CP0049  HISTORY     - 1977     MONUMENTED       MSHD
 CP0049
 CP0049                          STATION DESCRIPTION
 CP0049
 CP0049'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0049'1.8 MI SOUTH FROM MAYERSVILLE.
 CP0049'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0049'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0049'AND GO SOUTH ON STATE HIGHWAY 1 FOR 1.8 MILES TO THE MARK ON THE
 CP0049'LEFT. THE MARK IS LOCATED 1.8 MILES SOUTH OF MAYERSVILLE IN THE CENTER
 CP0049'BASE OF THE SOUTHWEST GUY WIRES FOR THE MIDVALLEY PIPELINE MICRO WAVE
 CP0049'TOWER, 0.45 MILE NORTH OF A SIDE ROAD LEADING EAST. IT IS 113 FEET
 CP0049'EAST OF THE CENTER OF HIGHWAY 1, 100 FEET SOUTH OF THE CENTER OF THE
 CP0049'DRIVEWAY TO THE TRANSMITTER, 57 FEET WEST OF THE NORTHWEST CORNER OF A
 CP0049'FRAME HOUSE, 36 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO THE
 CP0049'HOUSE SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE FOR THE GUY
 CP0049'WIRE ANCHOR ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0049'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0050 ***********************************************************************
 CP0050  DESIGNATION -  1 V 23 MSHD
 CP0050  PID         -  CP0050
 CP0050  STATE/COUNTY-  MS/ISSAQUENA
 CP0050  USGS QUAD   -  MAYERSVILLE (1994)
 CP0050
 CP0050                         *CURRENT SURVEY CONTROL
 CP0050  ___________________________________________________________________
 CP0050* NAD 83(1986)-  32 52 58.     (N)    091 03 11.     (W)     SCALED    
 CP0050* NAVD 88     -        31.002  (meters)     101.71   (feet)  ADJUSTED  
 CP0050  ___________________________________________________________________
 CP0050  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0050  DYNAMIC HT  -          30.968 (meters)     101.60  (feet)  COMP
 CP0050  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CP0050
 CP0050  VERT ORDER  -  SECOND    CLASS 0
 CP0050
 CP0050.The horizontal coordinates were scaled from a topographic map and have
 CP0050.an estimated accuracy of +/- 6 seconds.
 CP0050
 CP0050.The orthometric height was determined by differential leveling
 CP0050.and adjusted in June 1991.
 CP0050
 CP0050.The geoid height was determined by GEOID03.
 CP0050
 CP0050.The dynamic height is computed by dividing the NAVD 88
 CP0050.geopotential number by the normal gravity value computed on the
 CP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0050.degrees latitude (g = 980.6199 gals.).
 CP0050
 CP0050.The modeled gravity was interpolated from observed gravity values.
 CP0050
 CP0050;                    North         East    Units  Estimated Accuracy
 CP0050;SPC MS W     -   375,270.      632,650.      MT  (+/- 180 meters Scaled)
 CP0050
 CP0050                          SUPERSEDED SURVEY CONTROL
 CP0050
 CP0050  NGVD 29 (??/??/92)   31.056  (m)          101.89   (f) ADJ UNCH    2 0
 CP0050
 CP0050.Superseded values are not recommended for survey control.
 CP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0050.See file dsdata.txt to determine how the superseded data were derived.
 CP0050
 CP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS821399(NAD 83)
 CP0050_MARKER: DB = BENCH MARK DISK
 CP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0050_SP_SET: CONCRETE POST
 CP0050_STAMPING: BM BM 1 V 23 1977
 CP0050_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0050+STABILITY: SURFACE MOTION
 CP0050
 CP0050  HISTORY     - Date     Condition        Report By
 CP0050  HISTORY     - 1977     MONUMENTED       MSHD
 CP0050
 CP0050                          STATION DESCRIPTION
 CP0050
 CP0050'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0050'1.0 MI SOUTH FROM MAYERSVILLE.
 CP0050'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON STATE HIGHWAY
 CP0050'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1 FOR 1 MILE TO
 CP0050'THE CHURCH AND THE MARK ON THE RIGHT. THE MARK IS LOCATED 1 MILE SOUTH
 CP0050'OF MAYERSVILLE IN THE SOUTHEAST CORNER OF THE ROSE HILL M. B. CHURCH
 CP0050'AND CEMETERY. IT IS 135 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO
 CP0050'THE CHURCH, 124.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH
 CP0050'110 FEET SOUTH OF A LAMP POLE, 80 FEET WEST OF THE CENTER OF HIGHWAY
 CP0050'1, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 CP0050'ROUND CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 CP0050'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0053 ***********************************************************************
 CP0053  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0053  DESIGNATION -  1 V 24 MSHD
 CP0053  PID         -  CP0053
 CP0053  STATE/COUNTY-  MS/ISSAQUENA
 CP0053  USGS QUAD   -  MAYERSVILLE (1994)
 CP0053
 CP0053                         *CURRENT SURVEY CONTROL
 CP0053  ___________________________________________________________________
 CP0053* NAD 83(2007)-  32 53 44.96762(N)    091 03 00.63509(W)     ADJUSTED  
 CP0053* NAVD 88     -        31.80   (meters)     104.3    (feet)  GPS OBS   
 CP0053  ___________________________________________________________________
 CP0053  EPOCH DATE  -        2002.00
 CP0053  X           -     -98,252.116 (meters)                     COMP
 CP0053  Y           -  -5,359,862.463 (meters)                     COMP
 CP0053  Z           -   3,444,266.292 (meters)                     COMP
 CP0053  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CP0053  ELLIP HEIGHT-           5.345 (meters)          (02/15/08) ADJUSTED
 CP0053  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0053  HORZ ORDER  -  FIRST
 CP0053  ELLP ORDER  -  FOURTH    CLASS II
 CP0053
 CP0053.The horizontal coordinates were established by GPS observations
 CP0053.and adjusted by the EMC INCORPORATED in February 2008.
 CP0053
 CP0053.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0053.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0053.The horizontal coordinates are valid at the epoch date displayed above.
 CP0053.The epoch date for horizontal control is a decimal equivalence
 CP0053.of Year/Month/Day.
 CP0053
 CP0053.The orthometric height was determined by GPS observations and a
 CP0053.high-resolution geoid model.
 CP0053.The orthometric height was determined by GPS observations and a
 CP0053.high-resolution geoid model using precise GPS observation and
 CP0053.processing techniques. It supersedes the leveled height previously
 CP0053.determined for this station.
 CP0053
 CP0053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0053
 CP0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0053
 CP0053.The ellipsoidal height was determined by GPS observations
 CP0053.and is referenced to NAD 83.
 CP0053
 CP0053.The geoid height was determined by GEOID03.
 CP0053
 CP0053;                    North         East     Units Scale Factor Converg.
 CP0053;SPC MS W     -   376,714.363   632,932.723   MT  1.00000544   -0 23 21.6
 CP0053;SPC MS W     - 1,235,937.04  2,076,546.78   sFT  1.00000544   -0 23 21.6
 CP0053;UTM  15      - 3,641,423.873   682,372.696   MT  1.00001011   +1 03 33.4
 CP0053
 CP0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0053!SPC MS W     -   0.99999916  x   1.00000544  =   1.00000460
 CP0053!UTM  15      -   0.99999916  x   1.00001011  =   1.00000927
 CP0053
 CP0053                          SUPERSEDED SURVEY CONTROL
 CP0053
 CP0053  NAD 83(2007)-  32 53 44.96759(N)    091 03 00.63529(W) AD(       ) 0
 CP0053  ELLIP H (02/10/07)    5.387  (m)                       GP(       )    
 CP0053  NAD 83(1993)-  32 53 44.96731(N)    091 03 00.63463(W) AD(       ) 1
 CP0053  ELLIP H (03/17/04)    5.382  (m)                       GP(       ) 4 2
 CP0053  NAVD 88 (06/15/91)   31.832  (m)          104.44   (f) ADJUSTED    2 0
 CP0053  NGVD 29 (??/??/92)   31.886  (m)          104.61   (f) ADJ UNCH    2 0
 CP0053
 CP0053.Superseded values are not recommended for survey control.
 CP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0053.See file dsdata.txt to determine how the superseded data were derived.
 CP0053
 CP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8237341424(NAD 83)
 CP0053_MARKER: DB = BENCH MARK DISK
 CP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0053_SP_SET: CONCRETE POST
 CP0053_STAMPING: BM 1V 24 1977
 CP0053_MARK LOGO: MSHD  
 CP0053_PROJECTION: RECESSED 46 CENTIMETERS
 CP0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0053+STABILITY: SURFACE MOTION
 CP0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0053+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2007
 CP0053
 CP0053  HISTORY     - Date     Condition        Report By
 CP0053  HISTORY     - 1977     MONUMENTED       MSHD
 CP0053  HISTORY     - 20020930 GOOD             PYBURN
 CP0053  HISTORY     - 20030802 GOOD             EMCINC
 CP0053  HISTORY     - 20070130 GOOD             EMCINC
 CP0053
 CP0053                          STATION DESCRIPTION
 CP0053
 CP0053'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0053'0.6 MI SOUTH FROM MAYERSVILLE.
 CP0053'TO REACH FROM THE COURTHOUSE IN AMYERSVILLE GO EAST ON STATE HIGHWAY
 CP0053'14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY 1. TURN RIGHT
 CP0053'AND GO SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE TO A FIELD ROAD AND THE
 CP0053'MARK ON THE RIGHT. THE MARK IS LOCATED 0.6 MILE SOUTH OF MAYERSVILLE
 CP0053'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A FIELD ROAD LEADING TO AN
 CP0053'IMPLEMENT SHED. IT IS 50 FEET WEST OF THE CENTER OF HIGHWAY 1, 18 FEET
 CP0053'SOUTH OF THE CENTER OF THE FIELD ROAD, 1 FOOT SOUTH OF A UTILITY POLE
 CP0053'1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0053'CONCRETE POST ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND
 CP0053'PROJECTS 1 INCH.
 CP0053
 CP0053                          STATION RECOVERY (2002)
 CP0053
 CP0053'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP0053'RECOVERED AS DESCRIBEDIPYBURN
 CP0053
 CP0053                          STATION RECOVERY (2003)
 CP0053
 CP0053'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 CP0053'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 CP0053'CONDITION.
 CP0053
 CP0053                          STATION RECOVERY (2007)
 CP0053
 CP0053'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0054 ***********************************************************************
 CP0054  DESIGNATION -  1 V 25 MSHD
 CP0054  PID         -  CP0054
 CP0054  STATE/COUNTY-  MS/ISSAQUENA
 CP0054  USGS QUAD   -  MAYERSVILLE (1994)
 CP0054
 CP0054                         *CURRENT SURVEY CONTROL
 CP0054  ___________________________________________________________________
 CP0054* NAD 83(1986)-  32 54 08.     (N)    091 03 06.     (W)     SCALED    
 CP0054* NAVD 88     -        33.019  (meters)     108.33   (feet)  ADJUSTED  
 CP0054  ___________________________________________________________________
 CP0054  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0054  DYNAMIC HT  -          32.983 (meters)     108.21  (feet)  COMP
 CP0054  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CP0054
 CP0054  VERT ORDER  -  SECOND    CLASS 0
 CP0054
 CP0054.The horizontal coordinates were scaled from a topographic map and have
 CP0054.an estimated accuracy of +/- 6 seconds.
 CP0054
 CP0054.The orthometric height was determined by differential leveling
 CP0054.and adjusted in June 1991.
 CP0054
 CP0054.The geoid height was determined by GEOID03.
 CP0054
 CP0054.The dynamic height is computed by dividing the NAVD 88
 CP0054.geopotential number by the normal gravity value computed on the
 CP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0054.degrees latitude (g = 980.6199 gals.).
 CP0054
 CP0054.The modeled gravity was interpolated from observed gravity values.
 CP0054
 CP0054;                    North         East    Units  Estimated Accuracy
 CP0054;SPC MS W     -   377,430.      632,800.      MT  (+/- 180 meters Scaled)
 CP0054
 CP0054                          SUPERSEDED SURVEY CONTROL
 CP0054
 CP0054  NGVD 29 (??/??/92)   33.073  (m)          108.51   (f) ADJ UNCH    2 0
 CP0054
 CP0054.Superseded values are not recommended for survey control.
 CP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0054.See file dsdata.txt to determine how the superseded data were derived.
 CP0054
 CP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS822421(NAD 83)
 CP0054_MARKER: DB = BENCH MARK DISK
 CP0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0054_SP_SET: CONCRETE SLAB
 CP0054_STAMPING: BM 1V 25 1977
 CP0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0054
 CP0054  HISTORY     - Date     Condition        Report By
 CP0054  HISTORY     - 1977     MONUMENTED       MSHD
 CP0054
 CP0054                          STATION DESCRIPTION
 CP0054
 CP0054'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0054'IN MAYERSVILLE.
 CP0054'THE MARK IS LOCATED IN A CONCRETE SLAB ON THE SOUTH SIDE OF THE FIRST
 CP0054'COLUMN EAST OF THE ENTRANCE TO THE COURTHOUSE AT MAYERSVILLE, 0.15
 CP0054'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 14 AND STATE HIGHWAY 1. IT
 CP0054'IS 123 FEET NORTH OF THE CENTER OF HIGHWAY 1, 52.5 FEET NORTHEAST OF A
 CP0054'FLAGPOLE, 11.5 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE DOORS TO
 CP0054'THE COURTHOUSE, 1.5 FEET SOUTH OF THE SOUTH FACE OF THE COLUMN SET IN
 CP0054'A DRILL HOLE NEAR THE CENTER OF A CONCRETE SLAB AND IS 6 INCHES ABOVE
 CP0054'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0008 ***********************************************************************
 CP0008  DESIGNATION -  1 V 3 MSHD
 CP0008  PID         -  CP0008
 CP0008  STATE/COUNTY-  MS/SHARKEY
 CP0008  USGS QUAD   -  ONWARD (1988)
 CP0008
 CP0008                         *CURRENT SURVEY CONTROL
 CP0008  ___________________________________________________________________
 CP0008* NAD 83(1986)-  32 43 17.     (N)    090 58 14.     (W)     SCALED    
 CP0008* NAVD 88     -        30.303  (meters)      99.42   (feet)  ADJUSTED  
 CP0008  ___________________________________________________________________
 CP0008  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0008  DYNAMIC HT  -          30.269 (meters)      99.31  (feet)  COMP
 CP0008  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CP0008
 CP0008  VERT ORDER  -  SECOND    CLASS 0
 CP0008
 CP0008.The horizontal coordinates were scaled from a topographic map and have
 CP0008.an estimated accuracy of +/- 6 seconds.
 CP0008
 CP0008.The orthometric height was determined by differential leveling
 CP0008.and adjusted in June 1991.
 CP0008
 CP0008.The geoid height was determined by GEOID03.
 CP0008
 CP0008.The dynamic height is computed by dividing the NAVD 88
 CP0008.geopotential number by the normal gravity value computed on the
 CP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0008.degrees latitude (g = 980.6199 gals.).
 CP0008
 CP0008.The modeled gravity was interpolated from observed gravity values.
 CP0008
 CP0008;                    North         East    Units  Estimated Accuracy
 CP0008;SPC MS W     -   357,320.      640,270.      MT  (+/- 180 meters Scaled)
 CP0008
 CP0008                          SUPERSEDED SURVEY CONTROL
 CP0008
 CP0008  NGVD 29 (??/??/92)   30.355  (m)           99.59   (f) ADJ UNCH    2 0
 CP0008
 CP0008.Superseded values are not recommended for survey control.
 CP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0008.See file dsdata.txt to determine how the superseded data were derived.
 CP0008
 CP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS901222(NAD 83)
 CP0008_MARKER: DB = BENCH MARK DISK
 CP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0008_SP_SET: CONCRETE POST
 CP0008_STAMPING: BM 1V 3 1977
 CP0008_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0008+STABILITY: SURFACE MOTION
 CP0008
 CP0008  HISTORY     - Date     Condition        Report By
 CP0008  HISTORY     - 1977     MONUMENTED       MSHD
 CP0008
 CP0008                          STATION DESCRIPTION
 CP0008
 CP0008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0008'2.0 MI WEST FROM ONWARD.
 CP0008'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0008'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 2 MILES TO A FIELD ROAD AND THE
 CP0008'MARK ON THE RIGHT. THE MARK IS LOCATED 2 MILES WEST OF ONWARD IN THE
 CP0008'SOUTHWEST ANGLE OF THE JUNCTION OF A FIELD ROAD, 3.8 MILES EAST OF
 CP0008'FITLER, 0.4 MILE SOUTHWEST OF THE SHARKEY ISSAQUENA COUNTY LINE, 0.15
 CP0008'MILE NORTHEAST OF A PAVED ROAD LEADING SOUTH IN THE SOUTHEAST .25 OF
 CP0008'SECTION 14, T 10N, R 8W. IT IS 113 FEET NORTHWEST OF THE CENTER OF
 CP0008'HIGHWAY 1, 74 FEET SOUTH ACROSS THE ROAD FROM A FENCE CORNER, 14 FEET
 CP0008'SOUTHWEST OF THE CENTER OF A FIELD ROAD, 3 FEET SOUTHEAST OF A POWER
 CP0008'POLE WITH A GUY WIRE, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN
 CP0008'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 CP0008'AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0010 ***********************************************************************
 CP0010  DESIGNATION -  1 V 4 MSHD
 CP0010  PID         -  CP0010
 CP0010  STATE/COUNTY-  MS/SHARKEY
 CP0010  USGS QUAD   -  ONWARD (1988)
 CP0010
 CP0010                         *CURRENT SURVEY CONTROL
 CP0010  ___________________________________________________________________
 CP0010* NAD 83(1986)-  32 43 00.     (N)    090 59 00.     (W)     SCALED    
 CP0010* NAVD 88     -        29.182  (meters)      95.74   (feet)  ADJUSTED  
 CP0010  ___________________________________________________________________
 CP0010  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0010  DYNAMIC HT  -          29.150 (meters)      95.64  (feet)  COMP
 CP0010  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CP0010
 CP0010  VERT ORDER  -  SECOND    CLASS 0
 CP0010
 CP0010.The horizontal coordinates were scaled from a topographic map and have
 CP0010.an estimated accuracy of +/- 6 seconds.
 CP0010
 CP0010.The orthometric height was determined by differential leveling
 CP0010.and adjusted in June 1991.
 CP0010
 CP0010.The geoid height was determined by GEOID03.
 CP0010
 CP0010.The dynamic height is computed by dividing the NAVD 88
 CP0010.geopotential number by the normal gravity value computed on the
 CP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0010.degrees latitude (g = 980.6199 gals.).
 CP0010
 CP0010.The modeled gravity was interpolated from observed gravity values.
 CP0010
 CP0010;                    North         East    Units  Estimated Accuracy
 CP0010;SPC MS W     -   356,810.      639,060.      MT  (+/- 180 meters Scaled)
 CP0010
 CP0010                          SUPERSEDED SURVEY CONTROL
 CP0010
 CP0010  NGVD 29 (??/??/92)   29.233  (m)           95.91   (f) ADJ UNCH    2 0
 CP0010
 CP0010.Superseded values are not recommended for survey control.
 CP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0010.See file dsdata.txt to determine how the superseded data were derived.
 CP0010
 CP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS890216(NAD 83)
 CP0010_MARKER: DB = BENCH MARK DISK
 CP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0010_SP_SET: CONCRETE POST
 CP0010_STAMPING: BM 1V 4 1977
 CP0010_PROJECTION: PROJECTING 10 CENTIMETERS
 CP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0010+STABILITY: SURFACE MOTION
 CP0010
 CP0010  HISTORY     - Date     Condition        Report By
 CP0010  HISTORY     - 1977     MONUMENTED       MSHD
 CP0010
 CP0010                          STATION DESCRIPTION
 CP0010
 CP0010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0010'2.8 MI WEST FROM ONWARD.
 CP0010'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0010'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 2.8 MILES TO THE MARK ON THE
 CP0010'LEFT. THE MARK IS LOCATED 2.8 MILES WEST OF ONWARD IN THE SOUTHEAST
 CP0010'ANGLE OF THE CROSSING OF A DRAINAGE DITCH AND STATE HIGHWAY 1, 3 MILES
 CP0010'EAST OF FITLER, 1.2 MILES WEST OF THE SHARKEY ISSAQUENA COUNTY LINE IN
 CP0010'THE NORTHEAST .25 OF SECTION 16, T 10N, R 8W. IT IS 78 FEET SOUTHEAST
 CP0010'OF THE CENTER OF THE CROSSING OF THE DRAINAGE DITCH AND HIGHWAY, 57
 CP0010'FEET SOUTH OF THE CENTER OF HIGHWAY 1, 14 FEET EAST OF THE CENTER OF
 CP0010'THE ENTRANCE TO A FIELD, 7 FEET WEST SOUTHWEST OF A TELEPHONE CABLE
 CP0010'JUNCTION BOX, 1 FOOT WEST OF A TELEPHONE POLE, 0.5 FEET SOUTH OF A
 CP0010'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3
 CP0010'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0012 ***********************************************************************
 CP0012  DESIGNATION -  1 V 5 MSHD
 CP0012  PID         -  CP0012
 CP0012  STATE/COUNTY-  MS/ISSAQUENA
 CP0012  USGS QUAD   -  FITLER (1994)
 CP0012
 CP0012                         *CURRENT SURVEY CONTROL
 CP0012  ___________________________________________________________________
 CP0012* NAD 83(1986)-  32 43 11.     (N)    091 00 48.     (W)     SCALED    
 CP0012* NAVD 88     -        31.206  (meters)     102.38   (feet)  ADJUSTED  
 CP0012  ___________________________________________________________________
 CP0012  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0012  DYNAMIC HT  -          31.171 (meters)     102.27  (feet)  COMP
 CP0012  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CP0012
 CP0012  VERT ORDER  -  SECOND    CLASS 0
 CP0012
 CP0012.The horizontal coordinates were scaled from a topographic map and have
 CP0012.an estimated accuracy of +/- 6 seconds.
 CP0012
 CP0012.The orthometric height was determined by differential leveling
 CP0012.and adjusted in June 1991.
 CP0012
 CP0012.The geoid height was determined by GEOID03.
 CP0012
 CP0012.The dynamic height is computed by dividing the NAVD 88
 CP0012.geopotential number by the normal gravity value computed on the
 CP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0012.degrees latitude (g = 980.6199 gals.).
 CP0012
 CP0012.The modeled gravity was interpolated from observed gravity values.
 CP0012
 CP0012;                    North         East    Units  Estimated Accuracy
 CP0012;SPC MS W     -   357,160.      636,250.      MT  (+/- 180 meters Scaled)
 CP0012
 CP0012                          SUPERSEDED SURVEY CONTROL
 CP0012
 CP0012  NGVD 29 (??/??/92)   31.258  (m)          102.55   (f) ADJ UNCH    2 0
 CP0012
 CP0012.Superseded values are not recommended for survey control.
 CP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0012.See file dsdata.txt to determine how the superseded data were derived.
 CP0012
 CP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS861219(NAD 83)
 CP0012_MARKER: DB = BENCH MARK DISK
 CP0012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0012_SP_SET: ABUTMENT
 CP0012_STAMPING: BM 1V 5 1978
 CP0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0012
 CP0012  HISTORY     - Date     Condition        Report By
 CP0012  HISTORY     - 1978     MONUMENTED       MSHD
 CP0012
 CP0012                          STATION DESCRIPTION
 CP0012
 CP0012'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0012'1.4 MI EAST FROM FITLER.
 CP0012'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0012'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 4.65 MILES TO THE BRIDGE AND
 CP0012'THE MARK ON THE LEFT. THE MARK IS LOCATED 1.4 MILES EAST OF THE STORE
 CP0012'AND POST OFFICE IN FITLER, 4.8 MILES WEST OF ONWARD, 0.15 MILE EAST
 CP0012'OF THE JUNCTION OF STATE HIGHWAY 465 AND STATE HIGHWAY 1 IN THE EAST
 CP0012'ABUTMENT OF THE CONCRETE BRIDGE OVER STEEL BAYOU IN THE SOUTHWEST .25
 CP0012'OF SECTION 12, T 10N, R 8W. IT IS 25 FEET SOUTH OF THE CENTER OF
 CP0012'HIGHWAY 1, 6.5 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE GUARD RAIL
 CP0012'3 FEET EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH
 CP0012'END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT 3 FEET
 CP0012'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8611 ***********************************************************************
 DJ8611  DESIGNATION -  1 V 5 MSHDX
 DJ8611  PID         -  DJ8611
 DJ8611  STATE/COUNTY-  MS/ISSAQUENA
 DJ8611  USGS QUAD   -  FITLER (1994)
 DJ8611
 DJ8611                         *CURRENT SURVEY CONTROL
 DJ8611  ___________________________________________________________________
 DJ8611* NAD 83(2007)-  32 43 17.29385(N)    091 00 40.88434(W)     ADJUSTED  
 DJ8611* NAVD 88     -        31.27   (meters)     102.6    (feet)  LEVELING  
 DJ8611  ___________________________________________________________________
 DJ8611  EPOCH DATE  -        2002.00
 DJ8611  X           -     -94,805.538 (meters)                     COMP
 DJ8611  Y           -  -5,370,402.638 (meters)                     COMP
 DJ8611  Z           -   3,428,014.346 (meters)                     COMP
 DJ8611  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DJ8611  ELLIP HEIGHT-           4.783 (meters)          (02/15/08) ADJUSTED
 DJ8611  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DJ8611  HORZ ORDER  -  FIRST
 DJ8611  VERT ORDER  -  THIRD ?
 DJ8611  ELLP ORDER  -  FOURTH    CLASS II
 DJ8611
 DJ8611.The horizontal coordinates were established by GPS observations
 DJ8611.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8611
 DJ8611.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8611.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8611.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8611.The epoch date for horizontal control is a decimal equivalence
 DJ8611.of Year/Month/Day.
 DJ8611
 DJ8611.The orthometric height was determined by differential leveling.
 DJ8611.The vertical network tie was performed by a horz. field party for horz.
 DJ8611.obs reductions. Reset procedures were used to establish the elevation.
 DJ8611
 DJ8611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8611
 DJ8611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8611
 DJ8611.The ellipsoidal height was determined by GPS observations
 DJ8611.and is referenced to NAD 83.
 DJ8611
 DJ8611.The geoid height was determined by GEOID03.
 DJ8611
 DJ8611;                    North         East     Units Scale Factor Converg.
 DJ8611;SPC MS W     -   357,354.730   636,440.747   MT  0.99999979   -0 21 59.5
 DJ8611;SPC MS W     - 1,172,421.31  2,088,056.02   sFT  0.99999979   -0 21 59.5
 DJ8611;UTM  15      - 3,622,158.555   686,367.939   MT  1.00002830   +1 04 31.0
 DJ8611
 DJ8611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8611!SPC MS W     -   0.99999925  x   0.99999979  =   0.99999904
 DJ8611!UTM  15      -   0.99999925  x   1.00002830  =   1.00002755
 DJ8611
 DJ8611                          SUPERSEDED SURVEY CONTROL
 DJ8611
 DJ8611.No superseded survey control is available for this station.
 DJ8611
 DJ8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8636822159(NAD 83)
 DJ8611_MARKER: I = METAL ROD
 DJ8611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8611+WITH SETTING: INFORMATION.
 DJ8611_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8611_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8611+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DJ8611_ROD/PIPE-DEPTH:  0.6 meters
 DJ8611
 DJ8611  HISTORY     - Date     Condition        Report By
 DJ8611  HISTORY     - 20061215 MONUMENTED       EMCINC
 DJ8611
 DJ8611                          STATION DESCRIPTION
 DJ8611
 DJ8611'DESCRIBED BY EMC INCORPORATED 2006
 DJ8611'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61
 DJ8611'AT ONWARD GO WEST ON STATE HIGHWAY 1 FOR 4.65 MI (7.5 KM) TO THE
 DJ8611'STEELE BAYOU BRIDGE.  THE MARK IS ON THE SOUTH SIDE OF HIGHWAY 1, JUST
 DJ8611'SOUTHEAST OF THE END OF THE GUARD RAIL. SET 1/2 IN IRON ROD, 18 IN
 DJ8611'LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0013 ***********************************************************************
 CP0013  DESIGNATION -  1 V 6 MSHD
 CP0013  PID         -  CP0013
 CP0013  STATE/COUNTY-  MS/ISSAQUENA
 CP0013  USGS QUAD   -  FITLER (1994)
 CP0013
 CP0013                         *CURRENT SURVEY CONTROL
 CP0013  ___________________________________________________________________
 CP0013* NAD 83(1986)-  32 43 17.     (N)    091 01 40.     (W)     SCALED    
 CP0013* NAVD 88     -        29.021  (meters)      95.21   (feet)  ADJUSTED  
 CP0013  ___________________________________________________________________
 CP0013  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP0013  DYNAMIC HT  -          28.989 (meters)      95.11  (feet)  COMP
 CP0013  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CP0013
 CP0013  VERT ORDER  -  SECOND    CLASS 0
 CP0013
 CP0013.The horizontal coordinates were scaled from a topographic map and have
 CP0013.an estimated accuracy of +/- 6 seconds.
 CP0013
 CP0013.The orthometric height was determined by differential leveling
 CP0013.and adjusted in June 1991.
 CP0013
 CP0013.The geoid height was determined by GEOID03.
 CP0013
 CP0013.The dynamic height is computed by dividing the NAVD 88
 CP0013.geopotential number by the normal gravity value computed on the
 CP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0013.degrees latitude (g = 980.6199 gals.).
 CP0013
 CP0013.The modeled gravity was interpolated from observed gravity values.
 CP0013
 CP0013;                    North         East    Units  Estimated Accuracy
 CP0013;SPC MS W     -   357,360.      634,900.      MT  (+/- 180 meters Scaled)
 CP0013
 CP0013                          SUPERSEDED SURVEY CONTROL
 CP0013
 CP0013  NGVD 29 (??/??/92)   29.074  (m)           95.39   (f) ADJ UNCH    2 0
 CP0013
 CP0013.Superseded values are not recommended for survey control.
 CP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0013.See file dsdata.txt to determine how the superseded data were derived.
 CP0013
 CP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS848221(NAD 83)
 CP0013_MARKER: DB = BENCH MARK DISK
 CP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0013_SP_SET: CONCRETE POST
 CP0013_STAMPING: BM 1V 6 1977
 CP0013_PROJECTION: PROJECTING 3 CENTIMETERS
 CP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0013+STABILITY: SURFACE MOTION
 CP0013
 CP0013  HISTORY     - Date     Condition        Report By
 CP0013  HISTORY     - 1977     MONUMENTED       MSHD
 CP0013
 CP0013                          STATION DESCRIPTION
 CP0013
 CP0013'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0013'0.7 MI EAST FROM FITLER.
 CP0013'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0013'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 4.75 MILES TO THE JUNCTION OF
 CP0013'STATE HIGHWAY 465. CONTINUE WEST ON STATE HIGHWAY 1 FOR 0.6 MILE TO
 CP0013'THE MARK ON THE LEFT. THE MARK IS LOCATED 0.7 MILE EAST OF THE STORE
 CP0013'AND POST OFFICE IN FITLER ON THE SOUTH RIGHT OF WAY OF STATE HIGHWAY
 CP0013'1, 0.7 MILE WEST OF THE BRIDGE OVER STEEL BAYOU, 5.35 MILES WEST OF
 CP0013'ONWARD IN THE SOUTHWEST .25 OF SECTION 11, T 10N, R 8W. IT IS 49 FEET
 CP0013'SOUTH OF THE CENTER OF HIGHWAY 1, 39 FEET NORTH OF AN ANCHOR POLE, 23
 CP0013'FEET NORTH OF THE CENTER OF A FIELD ROAD, 2.5 FEET WEST OF A POWER
 CP0013'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0013'CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0013'1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0019 ***********************************************************************
 CP0019  DESIGNATION -  1 V 7 MSHD
 CP0019  PID         -  CP0019
 CP0019  STATE/COUNTY-  MS/ISSAQUENA
 CP0019  USGS QUAD   -  FITLER (1994)
 CP0019
 CP0019                         *CURRENT SURVEY CONTROL
 CP0019  ___________________________________________________________________
 CP0019* NAD 83(1986)-  32 44 20.     (N)    091 02 22.     (W)     SCALED    
 CP0019* NAVD 88     -        29.810  (meters)      97.80   (feet)  ADJUSTED  
 CP0019  ___________________________________________________________________
 CP0019  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0019  DYNAMIC HT  -          29.777 (meters)      97.69  (feet)  COMP
 CP0019  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CP0019
 CP0019  VERT ORDER  -  SECOND    CLASS 0
 CP0019
 CP0019.The horizontal coordinates were scaled from a topographic map and have
 CP0019.an estimated accuracy of +/- 6 seconds.
 CP0019
 CP0019.The orthometric height was determined by differential leveling
 CP0019.and adjusted in June 1991.
 CP0019
 CP0019.The geoid height was determined by GEOID03.
 CP0019
 CP0019.The dynamic height is computed by dividing the NAVD 88
 CP0019.geopotential number by the normal gravity value computed on the
 CP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0019.degrees latitude (g = 980.6199 gals.).
 CP0019
 CP0019.The modeled gravity was interpolated from observed gravity values.
 CP0019
 CP0019;                    North         East    Units  Estimated Accuracy
 CP0019;SPC MS W     -   359,300.      633,820.      MT  (+/- 180 meters Scaled)
 CP0019
 CP0019                          SUPERSEDED SURVEY CONTROL
 CP0019
 CP0019  NGVD 29 (??/??/92)   29.864  (m)           97.98   (f) ADJ UNCH    2 0
 CP0019
 CP0019.Superseded values are not recommended for survey control.
 CP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0019.See file dsdata.txt to determine how the superseded data were derived.
 CP0019
 CP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS836240(NAD 83)
 CP0019_MARKER: DB = BENCH MARK DISK
 CP0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0019_SP_SET: CONCRETE POST
 CP0019_STAMPING: BM 1V 7 1977
 CP0019_PROJECTION: PROJECTING 10 CENTIMETERS
 CP0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0019+STABILITY: SURFACE MOTION
 CP0019
 CP0019  HISTORY     - Date     Condition        Report By
 CP0019  HISTORY     - 1977     MONUMENTED       MSHD
 CP0019
 CP0019                          STATION DESCRIPTION
 CP0019
 CP0019'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0019'0.85 MI NORTH FROM FITLER.
 CP0019'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0019'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE AND
 CP0019'POST OFFICE ON THE RIGHT JUST BEYOND A SIDE ROAD LEFT. CONTINUE NORTH
 CP0019'ON STATE HIGHWAY 1 FOR 0.85 MILE TO THE MARK ON THE LEFT. THE MARK IS
 CP0019'LOCATED 11.5 MILES SOUTH OF MAYERSVILLE ON THE WEST RIGHT OF WAY OF
 CP0019'STATE HIGHWAY 1, 5.7 MILES WEST OF ONWARD, 0.85 MILE NORTH OF FITLER.
 CP0019'IT IS 78 FEET WEST SOUTHWEST OF THE CENTER OF HIGHWAY 1, 63 FEET SOUTH
 CP0019'EAST OF THE SOUTHEAST CORNER OF THE PORCH OF A FRAME HOUSE, 6.5 FEET
 CP0019'SOUTHWEST OF TELEPHONE CABLE JUNCTION BOX NO. 569, 2 FEET SOUTH
 CP0019'SOUTHEAST OF A POWER WITH A TRANSFORMER AND A GUY WIRE, 1 FOOT WEST OF
 CP0019'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 5
 CP0019'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0020 ***********************************************************************
 CP0020  DESIGNATION -  1 V 8 MSHD
 CP0020  PID         -  CP0020
 CP0020  STATE/COUNTY-  MS/ISSAQUENA
 CP0020  USGS QUAD   -  WHITING BAYOU (1994)
 CP0020
 CP0020                         *CURRENT SURVEY CONTROL
 CP0020  ___________________________________________________________________
 CP0020* NAD 83(1986)-  32 45 00.     (N)    091 02 30.     (W)     SCALED    
 CP0020* NAVD 88     -        28.560  (meters)      93.70   (feet)  ADJUSTED  
 CP0020  ___________________________________________________________________
 CP0020  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0020  DYNAMIC HT  -          28.528 (meters)      93.60  (feet)  COMP
 CP0020  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CP0020
 CP0020  VERT ORDER  -  SECOND    CLASS 0
 CP0020
 CP0020.The horizontal coordinates were scaled from a topographic map and have
 CP0020.an estimated accuracy of +/- 6 seconds.
 CP0020
 CP0020.The orthometric height was determined by differential leveling
 CP0020.and adjusted in June 1991.
 CP0020
 CP0020.The geoid height was determined by GEOID03.
 CP0020
 CP0020.The dynamic height is computed by dividing the NAVD 88
 CP0020.geopotential number by the normal gravity value computed on the
 CP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0020.degrees latitude (g = 980.6199 gals.).
 CP0020
 CP0020.The modeled gravity was interpolated from observed gravity values.
 CP0020
 CP0020;                    North         East    Units  Estimated Accuracy
 CP0020;SPC MS W     -   360,540.      633,620.      MT  (+/- 180 meters Scaled)
 CP0020
 CP0020                          SUPERSEDED SURVEY CONTROL
 CP0020
 CP0020  NGVD 29 (??/??/92)   28.614  (m)           93.88   (f) ADJ UNCH    2 0
 CP0020
 CP0020.Superseded values are not recommended for survey control.
 CP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0020.See file dsdata.txt to determine how the superseded data were derived.
 CP0020
 CP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS834252(NAD 83)
 CP0020_MARKER: DB = BENCH MARK DISK
 CP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0020_SP_SET: CONCRETE POST
 CP0020_STAMPING: BM 1V 8 1977
 CP0020_PROJECTION: PROJECTING 10 CENTIMETERS
 CP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0020+STABILITY: SURFACE MOTION
 CP0020
 CP0020  HISTORY     - Date     Condition        Report By
 CP0020  HISTORY     - 1977     MONUMENTED       MSHD
 CP0020
 CP0020                          STATION DESCRIPTION
 CP0020
 CP0020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0020'1.65 MI NORTH FROM FITLER.
 CP0020'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0020'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE AND
 CP0020'THE POST OFFICE JUST BEYOND A SIDE ROAD LEFT. CONTINUE NORTH ON STATE
 CP0020'HIGHWAY 1 FOR 1.6 MILES TO A RAMP AND THE MARK ON THE RIGHT. THE MARK
 CP0020'IS LOCATED 1.65 MILES NORTH OF FITLER ON THE NORTHEAST RIGHT OF WAY OF
 CP0020'STATE HIGHWAY 1, 6 MILES WEST NORTHWEST OF ONWARD, 10.6 MILES SOUTH OF
 CP0020'MAYERSVILLE AND 0.65 MILE SOUTH OF A SIDE ROAD LEADING EAST. IT IS 73
 CP0020'FEET NORTHEAST OF THE CENTER OF HIGHWAY 1, 13 FEET SOUTH SOUTHEAST OF
 CP0020'THE CENTER OF A RAMP, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN
 CP0020'THE TOP OF A ROUND CONCRETE POST ABOUT 8 FEET BELOW THE LEVEL OF THE
 CP0020'HIGHWAY AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0021 ***********************************************************************
 CP0021  DESIGNATION -  1 V 9 MSHD
 CP0021  PID         -  CP0021
 CP0021  STATE/COUNTY-  MS/ISSAQUENA
 CP0021  USGS QUAD   -  WHITING BAYOU (1994)
 CP0021
 CP0021                         *CURRENT SURVEY CONTROL
 CP0021  ___________________________________________________________________
 CP0021* NAD 83(1986)-  32 45 23.     (N)    091 03 00.     (W)     SCALED    
 CP0021* NAVD 88     -        29.604  (meters)      97.13   (feet)  ADJUSTED  
 CP0021  ___________________________________________________________________
 CP0021  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0021  DYNAMIC HT  -          29.571 (meters)      97.02  (feet)  COMP
 CP0021  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CP0021
 CP0021  VERT ORDER  -  SECOND    CLASS 0
 CP0021
 CP0021.The horizontal coordinates were scaled from a topographic map and have
 CP0021.an estimated accuracy of +/- 6 seconds.
 CP0021
 CP0021.The orthometric height was determined by differential leveling
 CP0021.and adjusted in June 1991.
 CP0021
 CP0021.The geoid height was determined by GEOID03.
 CP0021
 CP0021.The dynamic height is computed by dividing the NAVD 88
 CP0021.geopotential number by the normal gravity value computed on the
 CP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0021.degrees latitude (g = 980.6199 gals.).
 CP0021
 CP0021.The modeled gravity was interpolated from observed gravity values.
 CP0021
 CP0021;                    North         East    Units  Estimated Accuracy
 CP0021;SPC MS W     -   361,250.      632,840.      MT  (+/- 180 meters Scaled)
 CP0021
 CP0021                          SUPERSEDED SURVEY CONTROL
 CP0021
 CP0021  NGVD 29 (??/??/92)   29.658  (m)           97.30   (f) ADJ UNCH    2 0
 CP0021
 CP0021.Superseded values are not recommended for survey control.
 CP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0021.See file dsdata.txt to determine how the superseded data were derived.
 CP0021
 CP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS826259(NAD 83)
 CP0021_MARKER: DB = BENCH MARK DISK
 CP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0021_SP_SET: CONCRETE POST
 CP0021_STAMPING: BM 1V 9 1977
 CP0021_PROJECTION: PROJECTING 10 CENTIMETERS
 CP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0021+STABILITY: SURFACE MOTION
 CP0021
 CP0021  HISTORY     - Date     Condition        Report By
 CP0021  HISTORY     - 1977     MONUMENTED       MSHD
 CP0021
 CP0021                          STATION DESCRIPTION
 CP0021
 CP0021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0021'2.3 MI NORTH FROM FITLER.
 CP0021'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0021'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE AND
 CP0021'POST OFFICE JUST BEYOND A SIDE ROAD LEFT. CONTINUE NORTH ON STATE
 CP0021'HIGHWAY 1 FOR 2.2 MILES TO A SIDE ROAD RIGHT. CONTINUE NORTHWEST ON
 CP0021'STATE HIGHWAY 1 FOR 0.15 MILE TO THE MARK ON THE LEFT. THE MARK IS
 CP0021'LOCATED 2.3 MILES NORTH OF FITLER NEAR THE SOUTHWEST RIGHT OF WAY OF
 CP0021'STATE HIGHWAY 1, 6.6 MILES WEST NORTHWEST OF ONWARD AND 10 MILES SOUTH
 CP0021'OF MAYERSVILLE. IT IS 65 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 1, 30
 CP0021'FEET SOUTHEAST OF THE CENTER OF A RAMP, 25 FEET NORTHEAST OF THE SOUTH
 CP0021'EAST CORNER OF A CATTLE PEN, 2 FEET SOUTHEAST OF TELEPHONE CABLE
 CP0021'JUNCTION BOX NO. S 28, 1 FOOT SOUTHEAST OF A POWER POLE WITH GUY WIRES
 CP0021'1 FOOT NORTHWEST OF AMETAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0021'CONCRETE POST ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0021'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1319 ***********************************************************************
 DJ1319  DESIGNATION -  10 DWE
 DJ1319  PID         -  DJ1319
 DJ1319  STATE/COUNTY-  MS/MONTGOMERY
 DJ1319  USGS QUAD   -  KILMICHAEL (1966)
 DJ1319
 DJ1319                         *CURRENT SURVEY CONTROL
 DJ1319  ___________________________________________________________________
 DJ1319* NAD 83(1986)-  33 26 16.     (N)    089 30 58.     (W)     SCALED    
 DJ1319* NAVD 88     -        99.578  (meters)     326.70   (feet)  ADJUSTED  
 DJ1319  ___________________________________________________________________
 DJ1319  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DJ1319  DYNAMIC HT  -          99.470 (meters)     326.34  (feet)  COMP
 DJ1319  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 DJ1319
 DJ1319  VERT ORDER  -  SECOND    CLASS 0
 DJ1319
 DJ1319.The horizontal coordinates were scaled from a topographic map and have
 DJ1319.an estimated accuracy of +/- 6 seconds.
 DJ1319
 DJ1319.The orthometric height was determined by differential leveling
 DJ1319.and adjusted in June 1991.
 DJ1319
 DJ1319.The geoid height was determined by GEOID03.
 DJ1319
 DJ1319.The dynamic height is computed by dividing the NAVD 88
 DJ1319.geopotential number by the normal gravity value computed on the
 DJ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1319.degrees latitude (g = 980.6199 gals.).
 DJ1319
 DJ1319.The modeled gravity was interpolated from observed gravity values.
 DJ1319
 DJ1319;                    North         East    Units  Estimated Accuracy
 DJ1319;SPC MS W     -   436,890.      775,990.      MT  (+/- 180 meters Scaled)
 DJ1319
 DJ1319                          SUPERSEDED SURVEY CONTROL
 DJ1319
 DJ1319  NGVD 29 (??/??/92)   99.550  (m)          326.61   (f) ADJ UNCH    2 0
 DJ1319
 DJ1319.Superseded values are not recommended for survey control.
 DJ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1319.See file dsdata.txt to determine how the superseded data were derived.
 DJ1319
 DJ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC660026(NAD 83)
 DJ1319_MARKER: DD = SURVEY DISK
 DJ1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1319_SP_SET: ABUTMENT
 DJ1319_STAMPING: 10 DWE 1963
 DJ1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1319
 DJ1319  HISTORY     - Date     Condition        Report By
 DJ1319  HISTORY     - 1963     MONUMENTED       USGS
 DJ1319  HISTORY     - 1968     GOOD             MSHD
 DJ1319
 DJ1319                          STATION DESCRIPTION
 DJ1319
 DJ1319'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1319'3.2 MI ESE FROM KILMICHAEL.
 DJ1319'THE MARK IS LOCATED 3.2 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DJ1319'OF KILMICHAEL IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 DJ1319'BRIDGE OVER WOLF CREEK AND IS NEAR THE CENTER OF SECTION 12, T 18N, R
 DJ1319'7E.  IT IS 18.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 2.1 FEET
 DJ1319'NORTH OF THE SOUTH END OF THE ABUTMENT, 4.5 FEET SOUTHWEST OF A METAL
 DJ1319'WITNESS POST, SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST
 DJ1319'ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 DJ1319'THE HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN KILMICHAEL GO
 DJ1319'SOUTHEAST ON U.S. HIGHWAY 82 FOR 2.65 MILES TO A SIDE ROAD LEFT.
 DJ1319'CONTINUE EAST ON U.S. HIGHWAY 82 FOR 0.45 MILE TO THE EAST END OF A
 DJ1319'CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2121 ***********************************************************************
 DJ2121  DESIGNATION -  10 DWE RESET
 DJ2121  PID         -  DJ2121
 DJ2121  STATE/COUNTY-  MS/MONTGOMERY
 DJ2121  USGS QUAD   -  KILMICHAEL (1966)
 DJ2121
 DJ2121                         *CURRENT SURVEY CONTROL
 DJ2121  ___________________________________________________________________
 DJ2121* NAD 83(1986)-  33 26 16.     (N)    089 30 58.     (W)     SCALED    
 DJ2121* NAVD 88     -        96.93   (meters)     318.0    (feet)  RESET     
 DJ2121  ___________________________________________________________________
 DJ2121  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DJ2121  VERT ORDER  -  THIRD
 DJ2121
 DJ2121.The horizontal coordinates were scaled from a topographic map and have
 DJ2121.an estimated accuracy of +/- 6 seconds.
 DJ2121
 DJ2121.The orthometric height was computed from unverified reset data.
 DJ2121.No vertical observational check was made to the station.
 DJ2121
 DJ2121.The geoid height was determined by GEOID03.
 DJ2121
 DJ2121;                    North         East    Units  Estimated Accuracy
 DJ2121;SPC MS W     -   436,890.      775,990.      MT  (+/- 180 meters Scaled)
 DJ2121
 DJ2121                          SUPERSEDED SURVEY CONTROL
 DJ2121
 DJ2121  NGVD 29 (08/12/04)   96.91   (m)          317.9    (f) RESET       3  
 DJ2121
 DJ2121.Superseded values are not recommended for survey control.
 DJ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2121.See file dsdata.txt to determine how the superseded data were derived.
 DJ2121
 DJ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC660026(NAD 83)
 DJ2121_MARKER: DB = BENCH MARK DISK
 DJ2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2121_SP_SET: CONCRETE POST
 DJ2121_STAMPING: 10 DWE USGS RESET 1987
 DJ2121_MARK LOGO: NGS   
 DJ2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2121+STABILITY: SURFACE MOTION
 DJ2121
 DJ2121  HISTORY     - Date     Condition        Report By
 DJ2121  HISTORY     - 1987     MONUMENTED       NGS
 DJ2121
 DJ2121                          STATION DESCRIPTION
 DJ2121
 DJ2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DJ2121'3.2 MILES EAST ALONG U.S. HIGHWAY 82 FROM THE POST OFFICE IN
 DJ2121'KILMICHAEL TO A FIELD ENTRANCE AND MARK ON THE RIGHT, 0.1 MILE EAST
 DJ2121'OF SMALL BRIDGE, 46.0 FT (14.0 M) SOUTH OF THE CENTER OF EAST BOUND
 DJ2121'LANES HIGHWAY 82, 21.0 FT (6.4 M) EAST OF THE CENTER OF GRAVEL FIELD
 DJ2121'ROAD, 2.5 FT (0.8 M) NORTHWEST OF A TWIN-TRUNK ASH TREE, MARK IS
 DJ2121'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0922 ***********************************************************************
 DJ0922  DESIGNATION -  10 KED
 DJ0922  PID         -  DJ0922
 DJ0922  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0922  USGS QUAD   -  BRADLEY (1982)
 DJ0922
 DJ0922                         *CURRENT SURVEY CONTROL
 DJ0922  ___________________________________________________________________
 DJ0922* NAD 83(1986)-  33 19 36.     (N)    088 54 06.     (W)     SCALED    
 DJ0922* NAVD 88     -        80.082  (meters)     262.74   (feet)  ADJUSTED  
 DJ0922  ___________________________________________________________________
 DJ0922  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0922  DYNAMIC HT  -          79.995 (meters)     262.45  (feet)  COMP
 DJ0922  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 DJ0922
 DJ0922  VERT ORDER  -  SECOND    CLASS II
 DJ0922
 DJ0922.The horizontal coordinates were scaled from a topographic map and have
 DJ0922.an estimated accuracy of +/- 6 seconds.
 DJ0922
 DJ0922.The orthometric height was determined by differential leveling
 DJ0922.and adjusted in June 1991.
 DJ0922
 DJ0922.The geoid height was determined by GEOID03.
 DJ0922
 DJ0922.The dynamic height is computed by dividing the NAVD 88
 DJ0922.geopotential number by the normal gravity value computed on the
 DJ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0922.degrees latitude (g = 980.6199 gals.).
 DJ0922
 DJ0922.The modeled gravity was interpolated from observed gravity values.
 DJ0922
 DJ0922;                    North         East    Units  Estimated Accuracy
 DJ0922;SPC MS E     -   424,270.      293,640.      MT  (+/- 180 meters Scaled)
 DJ0922
 DJ0922                          SUPERSEDED SURVEY CONTROL
 DJ0922
 DJ0922  NGVD 29 (??/??/92)   80.047  (m)          262.62   (f) ADJ UNCH    2 2
 DJ0922
 DJ0922.Superseded values are not recommended for survey control.
 DJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0922.See file dsdata.txt to determine how the superseded data were derived.
 DJ0922
 DJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB229891(NAD 83)
 DJ0922_MARKER: DD = SURVEY DISK
 DJ0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0922_SP_SET: BRIDGE
 DJ0922_STAMPING: BM 10 KED 1963
 DJ0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0922
 DJ0922  HISTORY     - Date     Condition        Report By
 DJ0922  HISTORY     - 1963     MONUMENTED       USGS
 DJ0922  HISTORY     - 1975     GOOD             MSHD
 DJ0922
 DJ0922                          STATION DESCRIPTION
 DJ0922
 DJ0922'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0922'11.0 MI S FROM STARKVILLE.
 DJ0922'THE MARK IS LOCATED APPROXIMATELY 11.0 MILES SOUTH OF STARKVILLE IN
 DJ0922'SECTION 23, T 17N, R 13E.  IT IS A DISK SET IN A DRILL HOLE 8 INCHES
 DJ0922'ABOVE THE LEVEL OF THE HIGHWAY AND LOCATED AT THE NORTHWEST CORNER OF
 DJ0922'A BRIDGE.  IT IS 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 7
 DJ0922'FEET SOUTH OF A METAL SIGN POST.  TO REACH FROM JUNCTION OF STATE
 DJ0922'HIGHWAYS 12 AND 25 GO SOUTHWEST ON HIGHWAY 25 FOR 4.2 MILES TO A
 DJ0922'GRAVEL CROSSROADS.  CONTINUE ON HIGHWAY 25 FOR 2.5 MILES TO A
 DJ0922'CROSSROAD (WATT HILL ROAD).  CONTINUE SOUTHWEST FOR 3.8 MILES TO THE
 DJ0922'BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2076 ***********************************************************************
 DJ2076  DESIGNATION -  10 L USGS 1957
 DJ2076  PID         -  DJ2076
 DJ2076  STATE/COUNTY-  MS/GRENADA
 DJ2076  USGS QUAD   -  HOLCOMB (1983)
 DJ2076
 DJ2076                         *CURRENT SURVEY CONTROL
 DJ2076  ___________________________________________________________________
 DJ2076* NAD 83(1993)-  33 46 37.15446(N)    089 55 04.28704(W)     ADJUSTED  
 DJ2076* NAVD 88     -        54.15   (+/-2cm)     177.7    (feet)  VERTCON   
 DJ2076  ___________________________________________________________________
 DJ2076  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DJ2076  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DJ2076  HORZ ORDER  -  SECOND
 DJ2076  VERT ORDER  -  THIRD ? (See Below)
 DJ2076
 DJ2076.The horizontal coordinates were established by classical geodetic methods
 DJ2076.and adjusted by the National Geodetic Survey in May 1994.
 DJ2076
 DJ2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2076.The vertical order pertains to the NGVD 29 superseded value.
 DJ2076
 DJ2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2076
 DJ2076.The geoid height was determined by GEOID03.
 DJ2076
 DJ2076;                    North         East     Units Scale Factor Converg.
 DJ2076;SPC MS W     -   474,289.379   738,481.867   MT  0.99996825   +0 13 51.6
 DJ2076;SPC MS W     - 1,556,064.40  2,422,835.93   sFT  0.99996825   +0 13 51.6
 DJ2076;UTM  16      - 3,741,256.374   229,795.118   MT  1.00050017   -1 37 23.5
 DJ2076;UTM  15      - 3,741,699.808   785,423.799   MT  1.00060444   +1 42 53.0
 DJ2076
 DJ2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2076!SPC MS W     -   0.99999565  x   0.99996825  =   0.99996390
 DJ2076!UTM  16      -   0.99999565  x   1.00050017  =   1.00049582
 DJ2076!UTM  15      -   0.99999565  x   1.00060444  =   1.00060009
 DJ2076
 DJ2076                          SUPERSEDED SURVEY CONTROL
 DJ2076
 DJ2076  NAD 83(1986)-  33 46 37.16543(N)    089 55 04.28388(W) AD(       ) 2
 DJ2076  NAD 27      -  33 46 36.74410(N)    089 55 03.96240(W) AD(       ) 2
 DJ2076  NGVD 29 (07/19/86)   54.18   (m)          177.8    (f) LEVELING    3  
 DJ2076
 DJ2076.Superseded values are not recommended for survey control.
 DJ2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2076.See file dsdata.txt to determine how the superseded data were derived.
 DJ2076
 DJ2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2979541256(NAD 83)
 DJ2076_MARKER: DB = BENCH MARK DISK
 DJ2076_SETTING: 0 = UNSPECIFIED SETTING
 DJ2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2076
 DJ2076  HISTORY     - Date     Condition        Report By
 DJ2076  HISTORY     - 1957     MONUMENTED       USGS
 DJ2076
 DJ2076                          STATION DESCRIPTION
 DJ2076
 DJ2076'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 DJ2076'3.55 MILES EAST-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 DJ2076'7, 8 AND 35, IN HOLCOMB, ON THE SOUTH SIDE OF STATE HIGHWAY 7,
 DJ2076'193 FEET EAST-NORTHEAST OF A SIDE ROAD LEADING SOUTH FROM
 DJ2076'HIGHWAY, 104 FEET SOUTHEAST OF CENTER OF HIGHWAY WHERE IT
 DJ2076'CROSSES OVER A CULVERT AND 79 FEET EAST OF THE NORTHEAST CORNER
 DJ2076'OF AN ABANDONED RAILROAD STATION.  IN SECTION 18, R. 4 E., T. 22
 DJ2076'N..
 DJ2076'
 DJ2076'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUBARD
 DJ2076'DISTANCE BEING 134.36 FEET (40.954 METERS) SOUTHWEST OF STATION
 DJ2076'DUBARD.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 DJ2076'STAMPED NO 10 L 1928, AND IS SET IN A 6-INCH TILE FILLED
 DJ2076'WITH CONCRETE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0933 ***********************************************************************
 DJ0933  DESIGNATION -  1010 MSGS
 DJ0933  PID         -  DJ0933
 DJ0933  STATE/COUNTY-  MS/CLAY
 DJ0933  USGS QUAD   -  WEST POINT (1987)
 DJ0933
 DJ0933                         *CURRENT SURVEY CONTROL
 DJ0933  ___________________________________________________________________
 DJ0933* NAD 83(1986)-  33 31 36.     (N)    088 37 52.     (W)     SCALED    
 DJ0933* NAVD 88     -        63.386  (meters)     207.96   (feet)  ADJUSTED  
 DJ0933  ___________________________________________________________________
 DJ0933  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0933  DYNAMIC HT  -          63.319 (meters)     207.74  (feet)  COMP
 DJ0933  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DJ0933
 DJ0933  VERT ORDER  -  FIRST     CLASS II
 DJ0933
 DJ0933.The horizontal coordinates were scaled from a topographic map and have
 DJ0933.an estimated accuracy of +/- 6 seconds.
 DJ0933
 DJ0933.The orthometric height was determined by differential leveling
 DJ0933.and adjusted in June 1991.
 DJ0933
 DJ0933.The geoid height was determined by GEOID03.
 DJ0933
 DJ0933.The dynamic height is computed by dividing the NAVD 88
 DJ0933.geopotential number by the normal gravity value computed on the
 DJ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0933.degrees latitude (g = 980.6199 gals.).
 DJ0933
 DJ0933.The modeled gravity was interpolated from observed gravity values.
 DJ0933
 DJ0933;                    North         East    Units  Estimated Accuracy
 DJ0933;SPC MS E     -   446,470.      318,780.      MT  (+/- 180 meters Scaled)
 DJ0933
 DJ0933                          SUPERSEDED SURVEY CONTROL
 DJ0933
 DJ0933  NGVD 29 (??/??/92)   63.362  (m)          207.88   (f) ADJ UNCH    1 2
 DJ0933
 DJ0933.Superseded values are not recommended for survey control.
 DJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0933.See file dsdata.txt to determine how the superseded data were derived.
 DJ0933
 DJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC485108(NAD 83)
 DJ0933_MARKER: DB = BENCH MARK DISK
 DJ0933_SETTING: 0 = UNSPECIFIED SETTING
 DJ0933_STAMPING: 1010
 DJ0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0933
 DJ0933  HISTORY     - Date     Condition        Report By
 DJ0933  HISTORY     - UNK      MONUMENTED       MSGS
 DJ0933  HISTORY     - 1966     GOOD             MSHD
 DJ0933  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0933
 DJ0933                          STATION DESCRIPTION
 DJ0933
 DJ0933'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0933'7.8 MI S FROM WEST POINT.
 DJ0933'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO SOUTHWEST ON BROAD
 DJ0933'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0933'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILE
 DJ0933'TO A CROSSROADS, TURN LEFT (EAST) AND CONTINUE ON A BLACKTOP ROAD FOR
 DJ0933'1.65 MILES TO THE RAILROAD TRACK, AND THE MARK ON THE RIGHT AS
 DJ0933'DESCRIBED.  IT IS 85 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 74 FEET
 DJ0933'SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 46 FEET NORTH OF THE CENTER
 DJ0933'OF A PRIVATE ROAD, 42.3 FEET EAST OF TELEPHONE POLE NO. 6138, 7 FEET
 DJ0933'EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 4.3 FEET WEST OF THE WEST
 DJ0933'RAIL OF THE SPUR TRACK.
 DJ0933
 DJ0933                          STATION RECOVERY (1983)
 DJ0933
 DJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0933'SEARCHED FOR, BUT NOT RECOVERED.  NOTE, RECOVERY BY GORDON E. VAUGHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0934 ***********************************************************************
 DJ0934  DESIGNATION -  1011
 DJ0934  PID         -  DJ0934
 DJ0934  STATE/COUNTY-  MS/CLAY
 DJ0934  USGS QUAD   -  WEST POINT (1987)
 DJ0934
 DJ0934                         *CURRENT SURVEY CONTROL
 DJ0934  ___________________________________________________________________
 DJ0934* NAD 83(1986)-  33 32 10.     (N)    088 37 53.     (W)     SCALED    
 DJ0934* NAVD 88     -        60.876  (meters)     199.72   (feet)  POSTED    
 DJ0934  ___________________________________________________________________
 DJ0934  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0934  DYNAMIC HT  -          60.810 (meters)     199.51  (feet)  COMP
 DJ0934  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DJ0934
 DJ0934  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DJ0934
 DJ0934.The horizontal coordinates were scaled from a topographic map and have
 DJ0934.an estimated accuracy of +/- 6 seconds.
 DJ0934
 DJ0934.The orthometric height was determined by differential leveling
 DJ0934.and adjusted by the  in 1992.
 DJ0934.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DJ0934.rate of 2.1 thru 3.0 mm/km.
 DJ0934
 DJ0934.The geoid height was determined by GEOID03.
 DJ0934
 DJ0934.The dynamic height is computed by dividing the NAVD 88
 DJ0934.geopotential number by the normal gravity value computed on the
 DJ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0934.degrees latitude (g = 980.6199 gals.).
 DJ0934
 DJ0934.The modeled gravity was interpolated from observed gravity values.
 DJ0934
 DJ0934;                    North         East    Units  Estimated Accuracy
 DJ0934;SPC MS E     -   447,510.      318,760.      MT  (+/- 180 meters Scaled)
 DJ0934
 DJ0934                          SUPERSEDED SURVEY CONTROL
 DJ0934
 DJ0934  NGVD 29 (??/??/92)   60.856  (m)          199.66   (f) ADJ UNCH    1 2
 DJ0934
 DJ0934.Superseded values are not recommended for survey control.
 DJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0934.See file dsdata.txt to determine how the superseded data were derived.
 DJ0934
 DJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC485119(NAD 83)
 DJ0934_MARKER: DD = SURVEY DISK
 DJ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0934_STAMPING: 1011
 DJ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0934+STABILITY: SURFACE MOTION
 DJ0934
 DJ0934  HISTORY     - Date     Condition        Report By
 DJ0934  HISTORY     - UNK      MONUMENTED       MSGS
 DJ0934  HISTORY     - 1962     MARK NOT FOUND   MSHD
 DJ0934
 DJ0934                          STATION DESCRIPTION
 DJ0934
 DJ0934'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 DJ0934'0.6 MI N FROM TIBBEE.
 DJ0934'0.6 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ0934'STATION AT TIBBEE, CLAY COUNTY, 0.1 MILE SOUTH OF A STEEL TRESTLE OVER
 DJ0934'TIBBEE CREEK, 200 FEET EAST OF AN OLD CHURCH, AT A ROAD CROSSING, 8
 DJ0934'FEET NORTH OF THE ROAD, AND 6 FEET WEST OF THE CENTERLINE OF THE MAIN
 DJ0934'TRACK, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SPOT IS BETWEEN
 DJ0934'TWO TRACKS AND THERE HAS BEEN RECENT BALLAST PLACED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0939 ***********************************************************************
 DJ0939  DESIGNATION -  1014 MSGS
 DJ0939  PID         -  DJ0939
 DJ0939  STATE/COUNTY-  MS/CLAY
 DJ0939  USGS QUAD   -  WEST POINT (1987)
 DJ0939
 DJ0939                         *CURRENT SURVEY CONTROL
 DJ0939  ___________________________________________________________________
 DJ0939* NAD 83(1986)-  33 36 17.     (N)    088 38 52.     (W)     SCALED    
 DJ0939* NAVD 88     -        72.854  (meters)     239.02   (feet)  ADJUSTED  
 DJ0939  ___________________________________________________________________
 DJ0939  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DJ0939  DYNAMIC HT  -          72.777 (meters)     238.77  (feet)  COMP
 DJ0939  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DJ0939
 DJ0939  VERT ORDER  -  FIRST     CLASS II
 DJ0939
 DJ0939.The horizontal coordinates were scaled from a topographic map and have
 DJ0939.an estimated accuracy of +/- 6 seconds.
 DJ0939
 DJ0939.The orthometric height was determined by differential leveling
 DJ0939.and adjusted in June 1991.
 DJ0939
 DJ0939.The geoid height was determined by GEOID03.
 DJ0939
 DJ0939.The dynamic height is computed by dividing the NAVD 88
 DJ0939.geopotential number by the normal gravity value computed on the
 DJ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0939.degrees latitude (g = 980.6199 gals.).
 DJ0939
 DJ0939.The modeled gravity was interpolated from observed gravity values.
 DJ0939
 DJ0939;                    North         East    Units  Estimated Accuracy
 DJ0939;SPC MS E     -   455,120.      317,220.      MT  (+/- 180 meters Scaled)
 DJ0939
 DJ0939                          SUPERSEDED SURVEY CONTROL
 DJ0939
 DJ0939  NGVD 29 (??/??/92)   72.861  (m)          239.04   (f) ADJ UNCH    1 2
 DJ0939
 DJ0939.Superseded values are not recommended for survey control.
 DJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0939.See file dsdata.txt to determine how the superseded data were derived.
 DJ0939
 DJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471195(NAD 83)
 DJ0939_MARKER: DD = SURVEY DISK
 DJ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0939_STAMPING: 1014
 DJ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0939+STABILITY: SURFACE MOTION
 DJ0939
 DJ0939  HISTORY     - Date     Condition        Report By
 DJ0939  HISTORY     - UNK      MONUMENTED       MSGS
 DJ0939  HISTORY     - 1962     GOOD             MSHD
 DJ0939  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0939
 DJ0939                          STATION DESCRIPTION
 DJ0939
 DJ0939'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 DJ0939'IN WEST POINT.
 DJ0939'AT WEST POINT, CLAY COUNTY, ON THE GULF, MOBILE AND OHIO RAILROAD, 75
 DJ0939'FEET SOUTHEAST OF THE FREIGHT OFFICE, AT A STREET CROSSING, 45 FEET
 DJ0939'NORTH OF THE CENTERLINE OF THE STREET, 10 FEET EAST OF THE CENTERLINE
 DJ0939'OF THE TRACK, AND 350 FEET EAST OF THE POST OFFICE, AND SET IN THE TOP
 DJ0939'OF A CONCRETE POST.
 DJ0939
 DJ0939                          STATION RECOVERY (1983)
 DJ0939
 DJ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0939'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0744 ***********************************************************************
 CP0744  DESIGNATION -  103.7
 CP0744  PID         -  CP0744
 CP0744  STATE/COUNTY-  MS/WARREN
 CP0744  USGS QUAD   -  YOKENA (1973)
 CP0744
 CP0744                         *CURRENT SURVEY CONTROL
 CP0744  ___________________________________________________________________
 CP0744* NAD 83(1986)-  32 10 31.     (N)    090 56 33.     (W)     SCALED    
 CP0744* NAVD 88     -        31.60   (+/-2cm)     103.7    (feet)  VERTCON   
 CP0744  ___________________________________________________________________
 CP0744  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0744
 CP0744.The horizontal coordinates were scaled from a topographic map and have
 CP0744.an estimated accuracy of +/- 6 seconds.
 CP0744
 CP0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0744.The vertical order pertains to the NGVD 29 superseded value.
 CP0744
 CP0744.The geoid height was determined by GEOID03.
 CP0744
 CP0744;                    North         East    Units  Estimated Accuracy
 CP0744;SPC MS W     -   296,750.      642,550.      MT  (+/- 180 meters Scaled)
 CP0744
 CP0744                          SUPERSEDED SURVEY CONTROL
 CP0744
 CP0744  NGVD 29 (??/??/92)   31.622  (m)          103.75   (f) ADJ UNCH    2 0
 CP0744
 CP0744.Superseded values are not recommended for survey control.
 CP0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0744.See file dsdata.txt to determine how the superseded data were derived.
 CP0744
 CP0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR939617(NAD 83)
 CP0744_MARKER: P = PIPE CAP
 CP0744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0744
 CP0744  HISTORY     - Date     Condition        Report By
 CP0744  HISTORY     - UNK      MONUMENTED       DOD
 CP0744  HISTORY     - 1970     GOOD             MSHD
 CP0744
 CP0744                          STATION DESCRIPTION
 CP0744
 CP0744'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0744'12.5 MI SW FROM VICKSBURG.
 CP0744'THE MARK IS LOCATED APPROXIMATELY 12.5 MILES SOUTHWEST OF VICKSBURG ON
 CP0744'THE EAST R.O.W. OF THE ILLINOIS CENTRAL RAILROAD IN THE SOUTHEAST
 CP0744'ANGLE OF A PRIVATE ROAD CROSSING NEAR THE YOKENA SIDING.  IT IS 170
 CP0744'FEET NORTHEAST OF MILE POST 233, 130 FEET WEST OF THE CENTER OF U.S.
 CP0744'HIGHWAY 61, 79.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CP0744'ABUTMENT OF A CONCRETE RAILROAD BRIDGE, 71 FEET SOUTHEAST OF A
 CP0744'RAILROAD STOP SIGN, 66 FEET SOUTHEAST OF A SWITCH STAND, 57 FEET
 CP0744'SOUTHEAST OF THE CROSSING OF THE MAIN TRACK, 57 FEET SOUTH OF A
 CP0744'RAILROAD STOP SIGN, 45 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 78
 CP0744'FEET NORTHEAST OF A SWITCH STAND, 33.5 FEET EAST OF THE EAST RAIL OF
 CP0744'THE MAIN TRACK, 32.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 18 FEET
 CP0744'SOUTHWEST OF A POWER POLE WHERE THE WIRES CROSS THE TRACK AND 1 FOOT
 CP0744'SOUTH OF A METAL WITNESS POST.  IT IS A USE CAP ON A 4-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0762 ***********************************************************************
 BW0762  DESIGNATION -  104+00 BOLT
 BW0762  PID         -  BW0762
 BW0762  STATE/COUNTY-  MS/ADAMS
 BW0762  USGS QUAD   -  NATCHEZ (1976)
 BW0762
 BW0762                         *CURRENT SURVEY CONTROL
 BW0762  ___________________________________________________________________
 BW0762* NAD 83(1986)-  31 35 13.     (N)    091 24 02.     (W)     SCALED    
 BW0762* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 BW0762  ___________________________________________________________________
 BW0762  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0762  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0762
 BW0762.The horizontal coordinates were scaled from a topographic map and have
 BW0762.an estimated accuracy of +/- 6 seconds.
 BW0762
 BW0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0762.The vertical order pertains to the NGVD 29 superseded value.
 BW0762
 BW0762.The geoid height was determined by GEOID03.
 BW0762
 BW0762;                    North         East    Units  Estimated Accuracy
 BW0762;SPC MS W     -   231,850.      598,710.      MT  (+/- 180 meters Scaled)
 BW0762
 BW0762                          SUPERSEDED SURVEY CONTROL
 BW0762
 BW0762  NGVD 29 (??/??/92)   21.365  (m)           70.09   (f) ADJ UNCH    1 2
 BW0762
 BW0762.Superseded values are not recommended for survey control.
 BW0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0762.See file dsdata.txt to determine how the superseded data were derived.
 BW0762
 BW0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ517957(NAD 83)
 BW0762_MARKER: B = BOLT
 BW0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0762_SP_SET: CONCRETE SLAB
 BW0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0762
 BW0762  HISTORY     - Date     Condition        Report By
 BW0762  HISTORY     - UNK      MONUMENTED       USE
 BW0762  HISTORY     - 1938     GOOD             NGS
 BW0762
 BW0762                          STATION DESCRIPTION
 BW0762
 BW0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0762'1.2 MI N FROM NATCHEZ.
 BW0762'1.2 MILES NORTH OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF GILES
 BW0762'BEND CUT-OFF, IN A CULTIVATED FIELD, 150 FEET WEST OF THE FOOT OF THE
 BW0762'BLUFF, 13 FEET WEST OF A ROAD RUNNING THROUGH THE FIELD, 150 FEET
 BW0762'NORTHWEST OF A 26-INCH SWEET GUM TREE, SOUTH OF THE CORNER OF A CABIN
 BW0762'PORCH (NEGRO), AND 56 FEET SOUTH OF A 20-INCH PECAN TREE.  A COPPER
 BW0762'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BW0762'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW0762'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0761 ***********************************************************************
 BW0761  DESIGNATION -  104+00 CAP
 BW0761  PID         -  BW0761
 BW0761  STATE/COUNTY-  MS/ADAMS
 BW0761  USGS QUAD   -  NATCHEZ (1976)
 BW0761
 BW0761                         *CURRENT SURVEY CONTROL
 BW0761  ___________________________________________________________________
 BW0761* NAD 83(1986)-  31 35 13.     (N)    091 24 02.     (W)     SCALED    
 BW0761* NAVD 88     -        22.65   (+/-2cm)      74.3    (feet)  VERTCON   
 BW0761  ___________________________________________________________________
 BW0761  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0761  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0761
 BW0761.The horizontal coordinates were scaled from a topographic map and have
 BW0761.an estimated accuracy of +/- 6 seconds.
 BW0761
 BW0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0761.The vertical order pertains to the NGVD 29 superseded value.
 BW0761
 BW0761.The geoid height was determined by GEOID03.
 BW0761
 BW0761;                    North         East    Units  Estimated Accuracy
 BW0761;SPC MS W     -   231,850.      598,710.      MT  (+/- 180 meters Scaled)
 BW0761
 BW0761                          SUPERSEDED SURVEY CONTROL
 BW0761
 BW0761  NGVD 29 (??/??/92)   22.653  (m)           74.32   (f) ADJ UNCH    1 2
 BW0761
 BW0761.Superseded values are not recommended for survey control.
 BW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0761.See file dsdata.txt to determine how the superseded data were derived.
 BW0761
 BW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ517957(NAD 83)
 BW0761_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0761
 BW0761  HISTORY     - Date     Condition        Report By
 BW0761  HISTORY     - UNK      MONUMENTED       USE
 BW0761  HISTORY     - 1938     GOOD             NGS
 BW0761
 BW0761                          STATION DESCRIPTION
 BW0761
 BW0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0761'1.2 MI N FROM NATCHEZ.
 BW0761'1.2 MILES NORTH OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF GILES
 BW0761'BEND CUT-OFF, IN A CULTIVATED FIELD, 150 FEET WEST OF THE FOOT OF THE
 BW0761'BLUFF, 13 FEET WEST OF A ROAD RUNNING THROUGH THE FIELD, 150 FEET
 BW0761'NORTHWEST OF A 26-INCH SWEET GUM TREE, SOUTH OF THE CORNER OF A CABIN
 BW0761'PORCH (NEGRO), AND 56 FEET SOUTH OF A 20-INCH PECAN TREE.  AN IRON
 BW0761'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0566 ***********************************************************************
 CP0566  DESIGNATION -  104.6
 CP0566  PID         -  CP0566
 CP0566  STATE/COUNTY-  MS/WARREN
 CP0566  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0566
 CP0566                         *CURRENT SURVEY CONTROL
 CP0566  ___________________________________________________________________
 CP0566* NAD 83(1986)-  32 22 20.     (N)    090 52 18.     (W)     SCALED    
 CP0566* NAVD 88     -        31.85   (+/-2cm)     104.5    (feet)  VERTCON   
 CP0566  ___________________________________________________________________
 CP0566  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0566  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0566
 CP0566.The horizontal coordinates were scaled from a topographic map and have
 CP0566.an estimated accuracy of +/- 6 seconds.
 CP0566
 CP0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0566.The vertical order pertains to the NGVD 29 superseded value.
 CP0566
 CP0566.The geoid height was determined by GEOID03.
 CP0566
 CP0566;                    North         East    Units  Estimated Accuracy
 CP0566;SPC MS W     -   318,550.      649,340.      MT  (+/- 180 meters Scaled)
 CP0566
 CP0566                          SUPERSEDED SURVEY CONTROL
 CP0566
 CP0566  NGVD 29 (??/??/92)   31.898  (m)          104.65   (f) ADJ UNCH    1 2
 CP0566
 CP0566.Superseded values are not recommended for survey control.
 CP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0566.See file dsdata.txt to determine how the superseded data were derived.
 CP0566
 CP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR002836(NAD 83)
 CP0566_MARKER: Q = CHISELED SQUARE
 CP0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0566_SP_SET: BRIDGE
 CP0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0566
 CP0566  HISTORY     - Date     Condition        Report By
 CP0566  HISTORY     - UNK      MONUMENTED       USGS
 CP0566  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0566  HISTORY     - 1973     MARK NOT FOUND   NGS
 CP0566
 CP0566                          STATION DESCRIPTION
 CP0566
 CP0566'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0566'1.9 MI N FROM VICKSBURG.
 CP0566'THE MARK IS LOCATED 1.9 MILES NORTH ALONG THE ILLINOIS CENTRAL
 CP0566'RAILROAD FROM GATE 7 OF THE CITY SEA WALL AT VICKSBURG, 160 FEET NORTH
 CP0566'OF THE ARCH AT THE NATIONAL CEMETERY, 121 FEET EAST OF THE CENTER LINE
 CP0566'OF THE TRACK, AT A BRIDGE OVER U.S. HIGHWAY 61 AND ON THE TOP OF THE
 CP0566'NORTHEAST CONCRETE ABUTMENT.
 CP0566
 CP0566                          STATION RECOVERY (1973)
 CP0566
 CP0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0918 ***********************************************************************
 DJ0918  DESIGNATION -  11 KED
 DJ0918  PID         -  DJ0918
 DJ0918  STATE/COUNTY-  MS/WINSTON
 DJ0918  USGS QUAD   -  BRADLEY (1982)
 DJ0918
 DJ0918                         *CURRENT SURVEY CONTROL
 DJ0918  ___________________________________________________________________
 DJ0918* NAD 83(1986)-  33 17 03.     (N)    088 53 58.     (W)     SCALED    
 DJ0918* NAVD 88     -        79.873  (meters)     262.05   (feet)  ADJUSTED  
 DJ0918  ___________________________________________________________________
 DJ0918  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0918  DYNAMIC HT  -          79.785 (meters)     261.76  (feet)  COMP
 DJ0918  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 DJ0918
 DJ0918  VERT ORDER  -  SECOND    CLASS II
 DJ0918
 DJ0918.The horizontal coordinates were scaled from a topographic map and have
 DJ0918.an estimated accuracy of +/- 6 seconds.
 DJ0918
 DJ0918.The orthometric height was determined by differential leveling
 DJ0918.and adjusted in June 1991.
 DJ0918
 DJ0918.The geoid height was determined by GEOID03.
 DJ0918
 DJ0918.The dynamic height is computed by dividing the NAVD 88
 DJ0918.geopotential number by the normal gravity value computed on the
 DJ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0918.degrees latitude (g = 980.6199 gals.).
 DJ0918
 DJ0918.The modeled gravity was interpolated from observed gravity values.
 DJ0918
 DJ0918;                    North         East    Units  Estimated Accuracy
 DJ0918;SPC MS E     -   419,560.      293,840.      MT  (+/- 180 meters Scaled)
 DJ0918
 DJ0918                          SUPERSEDED SURVEY CONTROL
 DJ0918
 DJ0918  NGVD 29 (??/??/92)   79.840  (m)          261.94   (f) ADJ UNCH    2 2
 DJ0918
 DJ0918.Superseded values are not recommended for survey control.
 DJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0918.See file dsdata.txt to determine how the superseded data were derived.
 DJ0918
 DJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB231844(NAD 83)
 DJ0918_MARKER: DD = SURVEY DISK
 DJ0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0918_SP_SET: ABUTMENT
 DJ0918_STAMPING: 11 KED 1963
 DJ0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0918
 DJ0918  HISTORY     - Date     Condition        Report By
 DJ0918  HISTORY     - 1963     MONUMENTED       USGS
 DJ0918  HISTORY     - 1975     GOOD             MSHD
 DJ0918
 DJ0918                          STATION DESCRIPTION
 DJ0918
 DJ0918'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0918'15 MI SW FROM LOUISVILLE.
 DJ0918'THE MARK IS LOCATED ABOUT 15 MILES SOUTHWEST OF STARKVILLE, 0.15 MILE
 DJ0918'SOUTHWEST OF THE WINSTON-OKTIBBEHA COUNTY LINE AND ON THE EAST RIGHT
 DJ0918'OF WAY OF STATE HIGHWAY 25.  IT IS IN THE NORTHWEST 1/4 OF SECTION 6,
 DJ0918'T 16N, R 14E.  IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN A
 DJ0918'DRILL HOLE IN THE NORTHEAST ABUTMENT OF A BRIDGE OVER NOXUBEE RIVER,
 DJ0918'21 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTH OF A METAL
 DJ0918'WITNESS POST.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND
 DJ0918'25 AT THE SOUTHWEST EDGE OF STARKVILLE GO SOUTHWEST ON HIGHWAY 25 FOR
 DJ0918'4.2 MILES TO A GRAVEL CROSS ROAD.  CONTINUE SOUTHWEST FOR 2.5 MILES TO
 DJ0918'A GRAVEL CROSSROAD (WATT HILL ROAD) AND CONTINUE SOUTHWEST ON 25 FOR
 DJ0918'4.8 MILES TO A PAVED ROAD RIGHT (TO CRAIG SPRINGS). CONTINUE SOUTHWEST
 DJ0918'FOR 2.05 MILES TO THE OKTIBBEHA-WINSTON COUNTY LINE AND CONTINUE AHEAD
 DJ0918'0.15 MILE TO THE NOXUBEE RIVER BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0613 ***********************************************************************
 CP0613  DESIGNATION -  110 A BOLT
 CP0613  PID         -  CP0613
 CP0613  STATE/COUNTY-  MS/WARREN
 CP0613  USGS QUAD   -  YOKENA (1973)
 CP0613
 CP0613                         *CURRENT SURVEY CONTROL
 CP0613  ___________________________________________________________________
 CP0613* NAD 83(1986)-  32 11 21.     (N)    090 59 07.     (W)     SCALED    
 CP0613* NAVD 88     -        25.97   (+/-2cm)      85.2    (feet)  VERTCON   
 CP0613  ___________________________________________________________________
 CP0613  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0613  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0613
 CP0613.The horizontal coordinates were scaled from a topographic map and have
 CP0613.an estimated accuracy of +/- 6 seconds.
 CP0613
 CP0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0613.The vertical order pertains to the NGVD 29 superseded value.
 CP0613
 CP0613.The geoid height was determined by GEOID03.
 CP0613
 CP0613;                    North         East    Units  Estimated Accuracy
 CP0613;SPC MS W     -   298,310.      638,530.      MT  (+/- 180 meters Scaled)
 CP0613
 CP0613                          SUPERSEDED SURVEY CONTROL
 CP0613
 CP0613  NGVD 29 (??/??/92)   25.996  (m)           85.29   (f) ADJ UNCH    1 2
 CP0613
 CP0613.Superseded values are not recommended for survey control.
 CP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0613.See file dsdata.txt to determine how the superseded data were derived.
 CP0613
 CP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR899631(NAD 83)
 CP0613_MARKER: B = BOLT
 CP0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0613_SP_SET: TILE
 CP0613_STAMPING: 110A
 CP0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0613
 CP0613  HISTORY     - Date     Condition        Report By
 CP0613  HISTORY     - UNK      MONUMENTED       DOD
 CP0613  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0613
 CP0613                          STATION DESCRIPTION
 CP0613
 CP0613'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0613'3.5 MI SW FROM GLASS.
 CP0613'THE MARK IS LOCATED 3.5 MILES SOUTHWEST OF GLASS, WARREN COUNTY, ON
 CP0613'BANKS PLANTATION, 0.6 MILE SOUTHWEST OF OAK BEND LANDING, 1840 FEET
 CP0613'BACK OF THE MISSISSIPPI RIVER BANK, 1000 FEET NORTHEAST OF A CLUSTER
 CP0613'OF LIVE OAKS, 820 FEET SOUTHEAST OF THE ST. PAUL BAPTIST CHURCH, 725
 CP0613'FEET BACK OF THE PROLONGATION OF THE OLD LEVEE, 85 FEET SOUTHEAST OF
 CP0613'THE UPPER BACK CORNER OF THE BANKS COTTON GIN AND 70 FEET WEST OF THE
 CP0613'LOWER BACK CORNER OF A CABIN WITH A LIVE OAK TREE IN THE FRONT YARD. A
 CP0613'COPPER BOLT SET IN THE TOP OF A TILE 3 FEET UNDER GROUND, ACCESS TO
 CP0613'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 CP0613'ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0612 ***********************************************************************
 CP0612  DESIGNATION -  110 A CAP
 CP0612  PID         -  CP0612
 CP0612  STATE/COUNTY-  MS/WARREN
 CP0612  USGS QUAD   -  YOKENA (1973)
 CP0612
 CP0612                         *CURRENT SURVEY CONTROL
 CP0612  ___________________________________________________________________
 CP0612* NAD 83(1986)-  32 11 21.     (N)    090 59 08.     (W)     SCALED    
 CP0612* NAVD 88     -        27.20   (+/-2cm)      89.2    (feet)  VERTCON   
 CP0612  ___________________________________________________________________
 CP0612  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0612  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0612
 CP0612.The horizontal coordinates were scaled from a topographic map and have
 CP0612.an estimated accuracy of +/- 6 seconds.
 CP0612
 CP0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0612.The vertical order pertains to the NGVD 29 superseded value.
 CP0612
 CP0612.The geoid height was determined by GEOID03.
 CP0612
 CP0612;                    North         East    Units  Estimated Accuracy
 CP0612;SPC MS W     -   298,310.      638,500.      MT  (+/- 180 meters Scaled)
 CP0612
 CP0612                          SUPERSEDED SURVEY CONTROL
 CP0612
 CP0612  NGVD 29 (??/??/92)   27.231  (m)           89.34   (f) ADJ UNCH    1 2
 CP0612
 CP0612.Superseded values are not recommended for survey control.
 CP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0612.See file dsdata.txt to determine how the superseded data were derived.
 CP0612
 CP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR899631(NAD 83)
 CP0612_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0612_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0612_STAMPING: 110 A
 CP0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0612
 CP0612  HISTORY     - Date     Condition        Report By
 CP0612  HISTORY     - UNK      MONUMENTED       DOD
 CP0612  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0612
 CP0612                          STATION DESCRIPTION
 CP0612
 CP0612'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0612'3.5 MI SW FROM GLASS.
 CP0612'THE MARK IS LOCATED 3.5 MILES SOUTHWEST OF GLASS, WARREN COUNTY, ON
 CP0612'BANKS PLANTATION, 0.6 MILE SOUTHWEST OF OAK BEND LANDING, 1840 FEET
 CP0612'BACK OF THE MISSISSIPPI RIVER BANK, 1000 FEET NORTHEAST OF A CLUSTER
 CP0612'OF LIVE OAKS, 820 FEET SOUTHEAST OF THE ST. PAUL BAPTIST CHURCH, 725
 CP0612'FEET BACK OF THE PROLONGATION OF THE OLD LEVEE, 85 FEET SOUTHEAST OF
 CP0612'THE UPPER BACK CORNER OF THE BANKS COTTON GIN AND 70 FEET WEST OF THE
 CP0612'LOWER BACK CORNER OF A CABIN WITH A LIVE OAK TREE IN THE FRONT YARD.
 CP0612'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1671 ***********************************************************************
 CP1671  DESIGNATION -  112 A BOLT
 CP1671  PID         -  CP1671
 CP1671  STATE/COUNTY-  MS/WARREN
 CP1671  USGS QUAD   -  GRAND GULF (1963)
 CP1671
 CP1671                         *CURRENT SURVEY CONTROL
 CP1671  ___________________________________________________________________
 CP1671* NAD 83(1986)-  32 07 20.     (N)    091 01 48.     (W)     SCALED    
 CP1671* NAVD 88     -        23.79   (+/-2cm)      78.1    (feet)  VERTCON   
 CP1671  ___________________________________________________________________
 CP1671  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1671  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1671
 CP1671.The horizontal coordinates were scaled from a topographic map and have
 CP1671.an estimated accuracy of +/- 6 seconds.
 CP1671
 CP1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1671.The vertical order pertains to the NGVD 29 superseded value.
 CP1671
 CP1671.The geoid height was determined by GEOID03.
 CP1671
 CP1671;                    North         East    Units  Estimated Accuracy
 CP1671;SPC MS W     -   290,910.      634,260.      MT  (+/- 180 meters Scaled)
 CP1671
 CP1671                          SUPERSEDED SURVEY CONTROL
 CP1671
 CP1671  NGVD 29 (??/??/92)   23.820  (m)           78.15   (f) ADJ UNCH    1 2
 CP1671
 CP1671.Superseded values are not recommended for survey control.
 CP1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1671.See file dsdata.txt to determine how the superseded data were derived.
 CP1671
 CP1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR858556(NAD 83)
 CP1671_MARKER: B = BOLT
 CP1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1671_SP_SET: TILE
 CP1671_STAMPING: 112 A
 CP1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1671
 CP1671  HISTORY     - Date     Condition        Report By
 CP1671  HISTORY     - UNK      MONUMENTED       DOD
 CP1671  HISTORY     - 1938     GOOD             NGS
 CP1671
 CP1671                          STATION DESCRIPTION
 CP1671
 CP1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1671'8.5 MI SW FROM GLASS.
 CP1671'8-1/2 MILES SOUTHWEST OF GLASS, WARREN COUNTY, 0.7 MILE BACK ALONG A
 CP1671'ROAD FROM CANNON POINT LANDING, ON THE EAST BANK OF LAKE KARNAC, 650
 CP1671'FEET SOUTH OF THE POINT WHERE THE LAKE SHORE TURNS WEST, 60 FEET SOUTH
 CP1671'OF A WELL-DEFINED GULLY RUNNING FROM THE ROAD TO THE LAKE, JUST NORTH
 CP1671'OF A 2-FOOT BARE SNAG, 61 FEET NORTHWEST OF A BLAZED 18-INCH PECAN
 CP1671'TREE, 52.5 FEET SOUTHEAST OF A BLAZED 30-INCH PECAN TREE, AND 45.4
 CP1671'FEET NORTHEAST OF A BLAZED 34-INCH LOCUST TREE.  A COPPER BOLT, SET IN
 CP1671'THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CP1671'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD
 CP1671'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1670 ***********************************************************************
 CP1670  DESIGNATION -  112 A CAP
 CP1670  PID         -  CP1670
 CP1670  STATE/COUNTY-  MS/WARREN
 CP1670  USGS QUAD   -  GRAND GULF (1963)
 CP1670
 CP1670                         *CURRENT SURVEY CONTROL
 CP1670  ___________________________________________________________________
 CP1670* NAD 83(1986)-  32 07 20.     (N)    091 01 48.     (W)     SCALED    
 CP1670* NAVD 88     -        25.01   (+/-2cm)      82.1    (feet)  VERTCON   
 CP1670  ___________________________________________________________________
 CP1670  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1670  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1670
 CP1670.The horizontal coordinates were scaled from a topographic map and have
 CP1670.an estimated accuracy of +/- 6 seconds.
 CP1670
 CP1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1670.The vertical order pertains to the NGVD 29 superseded value.
 CP1670
 CP1670.The geoid height was determined by GEOID03.
 CP1670
 CP1670;                    North         East    Units  Estimated Accuracy
 CP1670;SPC MS W     -   290,910.      634,260.      MT  (+/- 180 meters Scaled)
 CP1670
 CP1670                          SUPERSEDED SURVEY CONTROL
 CP1670
 CP1670  NGVD 29 (??/??/92)   25.032  (m)           82.13   (f) ADJ UNCH    1 2
 CP1670
 CP1670.Superseded values are not recommended for survey control.
 CP1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1670.See file dsdata.txt to determine how the superseded data were derived.
 CP1670
 CP1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR858556(NAD 83)
 CP1670_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1670_STAMPING: 112 A
 CP1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1670
 CP1670  HISTORY     - Date     Condition        Report By
 CP1670  HISTORY     - UNK      MONUMENTED       DOD
 CP1670  HISTORY     - 1938     GOOD             NGS
 CP1670
 CP1670                          STATION DESCRIPTION
 CP1670
 CP1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1670'8.5 MI SW FROM GLASS.
 CP1670'8-1/2 MILES SOUTHWEST OF GLASS, WARREN COUNTY, 0.7 MILE BACK ALONG A
 CP1670'ROAD FROM CANNON POINT LANDING, ON THE EAST BANK OF LAKE KARNAC, 650
 CP1670'FEET SOUTH OF THE POINT WHERE THE LAKE SHORE TURNS WEST, 60 FEET SOUTH
 CP1670'OF A WELL-DEFINED GULLY RUNNING FROM THE ROAD TO THE LAKE, JUST NORTH
 CP1670'OF A 2-FOOT BARE SNAG, 61 FEET NORTHWEST OF A BLAZED 18-INCH PECAN
 CP1670'TREE, 52.5 FEET SOUTHEAST OF A BLAZED 30-INCH PECAN TREE, AND 45.4
 CP1670'FEET NORTHEAST OF A BLAZED 34-INCH LOCUST TREE.  AN IRON PIPE BEARING
 CP1670'A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1062 ***********************************************************************
 BW1062  DESIGNATION -  113 RHP
 BW1062  PID         -  BW1062
 BW1062  STATE/COUNTY-  MS/WILKINSON
 BW1062  USGS QUAD   -  WOODVILLE (1988)
 BW1062
 BW1062                         *CURRENT SURVEY CONTROL
 BW1062  ___________________________________________________________________
 BW1062* NAD 83(1986)-  31 05 32.     (N)    091 16 11.     (W)     SCALED    
 BW1062* NAVD 88     -       114.32   (+/-2cm)     375.1    (feet)  VERTCON   
 BW1062  ___________________________________________________________________
 BW1062  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1062
 BW1062.The horizontal coordinates were scaled from a topographic map and have
 BW1062.an estimated accuracy of +/- 6 seconds.
 BW1062
 BW1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1062.The vertical order pertains to the NGVD 29 superseded value.
 BW1062
 BW1062.The geoid height was determined by GEOID03.
 BW1062
 BW1062;                    North         East    Units  Estimated Accuracy
 BW1062;SPC MS W     -   176,880.      610,660.      MT  (+/- 180 meters Scaled)
 BW1062
 BW1062                          SUPERSEDED SURVEY CONTROL
 BW1062
 BW1062  NGVD 29 (??/??/92)  114.29   (m)          375.0    (f) COMPUTED    2 0
 BW1062
 BW1062.Superseded values are not recommended for survey control.
 BW1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1062.See file dsdata.txt to determine how the superseded data were derived.
 BW1062
 BW1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ650411(NAD 83)
 BW1062_MARKER: DD = SURVEY DISK
 BW1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1062_STAMPING: 375 113 RHP 1950
 BW1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1062+STABILITY: SURFACE MOTION
 BW1062
 BW1062  HISTORY     - Date     Condition        Report By
 BW1062  HISTORY     - 1950     MONUMENTED       USGS
 BW1062  HISTORY     - 1969     GOOD             MSHD
 BW1062
 BW1062                          STATION DESCRIPTION
 BW1062
 BW1062'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1062'1.7 MI SE FROM WOODVILLE.
 BW1062'THE MARK IS LOCATED 1.7 MILES SOUTHEAST OF WOODVILLE ON THE NORTH
 BW1062'RIGHT-OF-WAY OF STATE HIGHWAY 24, NEAR THE CENTER OF SECTION 40, T 2N,
 BW1062'R 2W.  IT IS 49.5 FEET NORTH OF THE CENTER OF HIGHWAY 24, 9 FEET EAST
 BW1062'OF THE CENTER OF A PRIVATE ROAD, 85 FEET SOUTHEAST OF A POWER LINE
 BW1062'POLE WITH A TRANSFORMER, 34 FEET NORTHWEST OF A 16 INCH PECAN, 2.5
 BW1062'FEET EAST OF THE EAST GATE POST, 1.5 FEET SOUTH OF A FENCE, 1 FOOT
 BW1062'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 7 INCH SQUARE
 BW1062'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES.
 BW1062'NOTE-- TO REACH FROM THE WILKSON COUNTY COURTHOUSE IN WOODVILLE GO
 BW1062'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1062'INTERSECTION OF U.S. HIGHWAY 61.  CONTINUE EAST ON STATE HIGHWAY 24
 BW1062'FOR 1.5 MILES TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1313 ***********************************************************************
 DK1313  DESIGNATION -  117.59
 DK1313  PID         -  DK1313
 DK1313  STATE/COUNTY-  MS/WASHINGTON
 DK1313  USGS QUAD   -  GREENVILLE (1970)
 DK1313
 DK1313                         *CURRENT SURVEY CONTROL
 DK1313  ___________________________________________________________________
 DK1313* NAD 83(1986)-  33 23 16.     (N)    091 00 14.     (W)     SCALED    
 DK1313* NAVD 88     -        35.772  (meters)     117.36   (feet)  ADJUSTED  
 DK1313  ___________________________________________________________________
 DK1313  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1313  DYNAMIC HT  -          35.734 (meters)     117.24  (feet)  COMP
 DK1313  MODELED GRAV-     979,574.2   (mgal)                       NAVD 88
 DK1313
 DK1313  VERT ORDER  -  SECOND    CLASS 0
 DK1313
 DK1313.The horizontal coordinates were scaled from a topographic map and have
 DK1313.an estimated accuracy of +/- 6 seconds.
 DK1313
 DK1313.The orthometric height was determined by differential leveling
 DK1313.and adjusted in June 1991.
 DK1313
 DK1313.The geoid height was determined by GEOID03.
 DK1313
 DK1313.The dynamic height is computed by dividing the NAVD 88
 DK1313.geopotential number by the normal gravity value computed on the
 DK1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1313.degrees latitude (g = 980.6199 gals.).
 DK1313
 DK1313.The modeled gravity was interpolated from observed gravity values.
 DK1313
 DK1313;                    North         East    Units  Estimated Accuracy
 DK1313;SPC MS W     -   431,250.      637,610.      MT  (+/- 180 meters Scaled)
 DK1313
 DK1313                          SUPERSEDED SURVEY CONTROL
 DK1313
 DK1313  NGVD 29 (??/??/??)   35.870  (m)          117.68   (f) ADJUSTED    2 0
 DK1313
 DK1313.Superseded values are not recommended for survey control.
 DK1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1313.See file dsdata.txt to determine how the superseded data were derived.
 DK1313
 DK1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS856960(NAD 83)
 DK1313_MARKER: DD = SURVEY DISK
 DK1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1313_STAMPING: 117.59 CITY
 DK1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1313+STABILITY: SURFACE MOTION
 DK1313
 DK1313  HISTORY     - Date     Condition        Report By
 DK1313  HISTORY     - 1956     MONUMENTED       MSHD
 DK1313  HISTORY     - 1966     GOOD             USGS
 DK1313
 DK1313                          STATION DESCRIPTION
 DK1313
 DK1313'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK1313'IN GREENVILLE.
 DK1313'AT GREENVILLE, AT THE NOW ABANDONED FORMER GREENVILLE MUNICIPAL
 DK1313'AIRPORT, 100 FT S. OF SW COR OF TERMINAL BUILDING, 1 FT S. OF SW COR
 DK1313'OF TOWER SUPPORTING AIRPLANE BEACON, BRASS TABLET SET IN CONC POST
 DK1313'FLUSH WITH GROUND, STAMPED 117.59 (CITY).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1309 ***********************************************************************
 DK1309  DESIGNATION -  119.61
 DK1309  PID         -  DK1309
 DK1309  STATE/COUNTY-  MS/WASHINGTON
 DK1309  USGS QUAD   -  GREENVILLE (1970)
 DK1309
 DK1309                         *CURRENT SURVEY CONTROL
 DK1309  ___________________________________________________________________
 DK1309* NAD 83(1986)-  33 23 59.     (N)    091 01 22.     (W)     SCALED    
 DK1309* NAVD 88     -        36.374  (meters)     119.34   (feet)  ADJUSTED  
 DK1309  ___________________________________________________________________
 DK1309  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1309  DYNAMIC HT  -          36.335 (meters)     119.21  (feet)  COMP
 DK1309  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DK1309
 DK1309  VERT ORDER  -  SECOND    CLASS 0
 DK1309
 DK1309.The horizontal coordinates were scaled from a topographic map and have
 DK1309.an estimated accuracy of +/- 6 seconds.
 DK1309
 DK1309.The orthometric height was determined by differential leveling
 DK1309.and adjusted in June 1991.
 DK1309
 DK1309.The geoid height was determined by GEOID03.
 DK1309
 DK1309.The dynamic height is computed by dividing the NAVD 88
 DK1309.geopotential number by the normal gravity value computed on the
 DK1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1309.degrees latitude (g = 980.6199 gals.).
 DK1309
 DK1309.The modeled gravity was interpolated from observed gravity values.
 DK1309
 DK1309;                    North         East    Units  Estimated Accuracy
 DK1309;SPC MS W     -   432,580.      635,860.      MT  (+/- 180 meters Scaled)
 DK1309
 DK1309                          SUPERSEDED SURVEY CONTROL
 DK1309
 DK1309  NGVD 29 (??/??/??)   36.473  (m)          119.66   (f) ADJUSTED    2 0
 DK1309
 DK1309.Superseded values are not recommended for survey control.
 DK1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1309.See file dsdata.txt to determine how the superseded data were derived.
 DK1309
 DK1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS838973(NAD 83)
 DK1309_MARKER: DD = SURVEY DISK
 DK1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1309+STABILITY: SURFACE MOTION
 DK1309
 DK1309  HISTORY     - Date     Condition        Report By
 DK1309  HISTORY     - 1956     MONUMENTED       MSHD
 DK1309  HISTORY     - 1973     MARK NOT FOUND   NGS
 DK1309
 DK1309                          STATION DESCRIPTION
 DK1309
 DK1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1309'IN GREENVILLE.
 DK1309'AT GREENVILLE, MARK IS A BRASS PLATE SET IN TOP OF CONCRETE POST WHICH
 DK1309'IS LOCATED AT THE NORTHWEST CORNER OF CORNEL STREET AND U.S. HIGHWAY
 DK1309'82.  LOOKS AS IF A PIPELINE HAS GONE THROUGH AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2090 ***********************************************************************
 EG2090  CBN         -  This is a Cooperative Base Network Control Station.
 EG2090  PACS        -  This is a Primary Airport Control Station.
 EG2090  DESIGNATION -  11M A
 EG2090  PID         -  EG2090
 EG2090  STATE/COUNTY-  MS/ITAWAMBA
 EG2090  USGS QUAD   -  FULTON (1992)
 EG2090
 EG2090                         *CURRENT SURVEY CONTROL
 EG2090  ___________________________________________________________________
 EG2090* NAD 83(2007)-  34 21 22.27157(N)    088 22 39.03861(W)     ADJUSTED  
 EG2090* NAVD 88     -       135.62   (meters)     444.9    (feet)  GPS OBS   
 EG2090  ___________________________________________________________________
 EG2090  EPOCH DATE  -        2002.00
 EG2090  X           -     149,247.375 (meters)                     COMP
 EG2090  Y           -  -5,269,038.735 (meters)                     COMP
 EG2090  Z           -   3,579,194.115 (meters)                     COMP
 EG2090  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EG2090  ELLIP HEIGHT-         108.073 (meters)          (02/10/07) ADJUSTED
 EG2090  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG2090
 EG2090  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG2090  Type    PID    Designation                      North   East  Ellip
 EG2090  -------------------------------------------------------------------
 EG2090  NETWORK EG2090 11M A                             0.69   0.80   1.96
 EG2090  -------------------------------------------------------------------
 EG2090
 EG2090.This mark is at Fulton-Itawamba County Airport (11M)
 EG2090
 EG2090.The horizontal coordinates were established by GPS observations
 EG2090.and adjusted by the National Geodetic Survey in February 2007.
 EG2090
 EG2090.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG2090.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG2090.The horizontal coordinates are valid at the epoch date displayed above.
 EG2090.The epoch date for horizontal control is a decimal equivalence
 EG2090.of Year/Month/Day.
 EG2090
 EG2090.The orthometric height was determined by GPS observations and a
 EG2090.high-resolution geoid model.
 EG2090
 EG2090.GPS derived orthometric heights for airport stations designated as
 EG2090.PACS or SACS are published to 2 decimal places.  This maintains
 EG2090.centimeter relative accuracy between the PACS and SACS.  It does
 EG2090.not indicate centimeter accuracy relative to other marks which are
 EG2090.part of the NAVD 88 network.
 EG2090
 EG2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2090
 EG2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2090
 EG2090.The ellipsoidal height was determined by GPS observations
 EG2090.and is referenced to NAD 83.
 EG2090
 EG2090.The geoid height was determined by GEOID03.
 EG2090
 EG2090;                    North         East     Units Scale Factor Converg.
 EG2090;SPC MS E     -   538,549.583   341,932.561   MT  0.99997167   +0 15 26.1
 EG2090;SPC MS E     - 1,766,891.42  1,121,823.74   sFT  0.99997167   +0 15 26.1
 EG2090;UTM  16      - 3,802,509.875   373,318.815   MT  0.99979781   -0 46 38.9
 EG2090
 EG2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2090!SPC MS E     -   0.99998304  x   0.99997167  =   0.99995471
 EG2090!UTM  16      -   0.99998304  x   0.99979781  =   0.99978085
 EG2090
 EG2090:                Primary Azimuth Mark                     Grid Az
 EG2090:SPC MS E     -  11M B                                    177 17 46.5
 EG2090:UTM  16      -  11M B                                    178 19 51.5
 EG2090
 EG2090|---------------------------------------------------------------------|
 EG2090| PID    Reference Object                     Distance      Geod. Az  |
 EG2090|                                                           dddmmss.s |
 EG2090| EG2091 11M B                               455.381 METERS 1773312.6 |
 EG2090|---------------------------------------------------------------------|
 EG2090
 EG2090                          SUPERSEDED SURVEY CONTROL
 EG2090
 EG2090  ELLIP H (04/15/02)  108.075  (m)                       GP(       ) 4 2
 EG2090  ELLIP H (02/15/02)  108.078  (m)                       GP(       ) 4 1
 EG2090  NAD 83(1993)-  34 21 22.27163(N)    088 22 39.03879(W) AD(       ) B
 EG2090  ELLIP H (07/15/94)  108.105  (m)                       GP(       ) 3 2
 EG2090  NGVD 29 (07/15/94)  135.5    (m)          445.     (f) GPS OBS     3  
 EG2090
 EG2090.Superseded values are not recommended for survey control.
 EG2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2090.See file dsdata.txt to determine how the superseded data were derived.
 EG2090
 EG2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7331902510(NAD 83)
 EG2090_MARKER: DD = SURVEY DISK
 EG2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2090_SP_SET: CONCRETE POST
 EG2090_STAMPING: 11M A 1994
 EG2090_MARK LOGO: NOS   
 EG2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2090+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 EG2090
 EG2090  HISTORY     - Date     Condition        Report By
 EG2090  HISTORY     - 1994     MONUMENTED       NOS
 EG2090  HISTORY     - 20000601 GOOD             MSHD
 EG2090
 EG2090                          STATION DESCRIPTION
 EG2090
 EG2090'DESCRIBED BY NATIONAL OCEAN SERVICE 1994
 EG2090'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF FULTON AT THE
 EG2090'NORTH PART OF THE FULTON-ITAWAMBA COUNTY AIRFIELD.
 EG2090'TO REACH FORM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE HWY 25 ON THE
 EG2090'SOUTH SIDE OF FULTON, GO NORTH ON STATE HWY 25 FOR 2.2 MI (3.5 KM) TO
 EG2090'A T-INTERSECTION, TURN LEFT AND PROCEED WEST ON STATE ROAD 178 (EAST
 EG2090'MAIN STREET) FOR 0.45 MI (0.72 KM) TO A CROSSROADS AT N CUMMINGS
 EG2090'STREET (TURN LEFT 1 BLOCK TO CITY HALL), TURN RIGHT ON N CUMMINGS
 EG2090'STREET AND PROCEED NORTH FOR 1.15 MI (1.85 KM) TO A T-INTERSECTION
 EG2090'WITH JOHN E RANKIN HIGHWAY.  TURN RIGHT ON JOHN E RANKIN HWY AND
 EG2090'PROCEED EAST AND NORTH FOR 4.8 MI (7.7 KM) TO A PAIR OF FORK ROADS ON
 EG2090'THE RIGHT.  TAKE THE NORTHERLY FORK (AIRPORT ROAD) AND PROCEED
 EG2090'NORTHERLY FOR 0.75 MI (1.21 KM) TO A PAVED DRIVE ON THE RIGHT, TURN
 EG2090'RIGHT AND PROCEED 0.05 MI (0.08 KM) TO A GATE (KEY MAY BE OBTAINED AT
 EG2090'FULTON CITY HALL).  PASS THROUGH THE GATE AND CONTINUE ACROSS RAMP
 EG2090'0.1 MI (0.2 KM) TO THE APPROACH END OF RUNWAY 17 AND THE STATION ON
 EG2090'THE LEFT IN THE GRASS JUST OFF THE NW CORNER OF THE RUNWAY PAVEMENT.
 EG2090'IT IS A NOS BRASS DISK STAMPED ---11M A 1994--- SET IN A ROUND
 EG2090'CONCRETE MONUMENT WITH A PVC SLEEVE AND THREADED CAP ABOUT 10 CM
 EG2090'BELOW GROUND LEVEL. IT IS ON RANGE WITH THE WEST EDGE OF THE RUNWAY,
 EG2090'9.7 M (31.8 FT) WEST OF THE EXTENDED CENTERLINE OF RUNWAY 17-35, 4.2
 EG2090'M (13.8 FT) NORTH OF THE NORTH EDGE OF A TAXIWAY CONNECTING THE
 EG2090'RUNWAY AND RAMP AND 3.46 M (11.35 FT) NORTH OF THE NW CORNER OF THE
 EG2090'RUNWAY PAVEMENT.
 EG2090
 EG2090                          STATION RECOVERY (2000)
 EG2090
 EG2090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG2090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2091 ***********************************************************************
 EG2091  SACS        -  This is a Secondary Airport Control Station.
 EG2091  DESIGNATION -  11M B
 EG2091  PID         -  EG2091
 EG2091  STATE/COUNTY-  MS/ITAWAMBA
 EG2091  USGS QUAD   -  FULTON (1992)
 EG2091
 EG2091                         *CURRENT SURVEY CONTROL
 EG2091  ___________________________________________________________________
 EG2091* NAD 83(2007)-  34 21 07.50644(N)    088 22 38.27798(W)     NO CHECK  
 EG2091* NAVD 88     -       134.5    (meters)     441.     (feet)  VERTCON   
 EG2091  ___________________________________________________________________
 EG2091  EPOCH DATE  -        2002.00
 EG2091  X           -     149,274.051 (meters)                     COMP
 EG2091  Y           -  -5,269,293.954 (meters)                     COMP
 EG2091  Z           -   3,578,817.908 (meters)                     COMP
 EG2091  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EG2091  ELLIP HEIGHT-         107.016 (meters)          (02/10/07) NO CHECK
 EG2091  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG2091
 EG2091  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG2091  Type    PID    Designation                      North   East  Ellip
 EG2091  -------------------------------------------------------------------
 EG2091  NETWORK EG2091 11M B                             0.76   0.86   2.10
 EG2091  -------------------------------------------------------------------
 EG2091
 EG2091.This mark is at Fulton-Itawamba County Airport (11M)
 EG2091
 EG2091.The horizontal coordinates were established by GPS observations
 EG2091.and adjusted by the National Geodetic Survey in February 2007.
 EG2091
 EG2091.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG2091.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG2091.No horizontal observational check was made to the station.
 EG2091.The horizontal coordinates are valid at the epoch date displayed above.
 EG2091.The epoch date for horizontal control is a decimal equivalence
 EG2091.of Year/Month/Day.
 EG2091
 EG2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2091
 EG2091.GPS derived orthometric heights for airport stations designated as
 EG2091.PACS or SACS are published to 2 decimal places.  This maintains
 EG2091.centimeter relative accuracy between the PACS and SACS.  It does
 EG2091.not indicate centimeter accuracy relative to other marks which are
 EG2091.part of the NAVD 88 network.
 EG2091
 EG2091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2091
 EG2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2091
 EG2091.The ellipsoidal height was determined by GPS observations
 EG2091.and is referenced to NAD 83.
 EG2091
 EG2091.The geoid height was determined by GEOID03.
 EG2091
 EG2091;                    North         East     Units Scale Factor Converg.
 EG2091;SPC MS E     -   538,094.722   341,954.041   MT  0.99997169   +0 15 26.4
 EG2091;SPC MS E     - 1,765,399.10  1,121,894.22   sFT  0.99997169   +0 15 26.4
 EG2091;UTM  16      - 3,802,054.779   373,332.077   MT  0.99979777   -0 46 38.2
 EG2091
 EG2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2091!SPC MS E     -   0.99998320  x   0.99997169  =   0.99995489
 EG2091!UTM  16      -   0.99998320  x   0.99979777  =   0.99978097
 EG2091
 EG2091:                Primary Azimuth Mark                     Grid Az
 EG2091:SPC MS E     -  11M A                                    357 17 46.6
 EG2091:UTM  16      -  11M A                                    358 19 51.2
 EG2091
 EG2091|---------------------------------------------------------------------|
 EG2091| PID    Reference Object                     Distance      Geod. Az  |
 EG2091|                                                           dddmmss.s |
 EG2091| EG2090 11M A                               455.381 METERS 3573313.0 |
 EG2091|---------------------------------------------------------------------|
 EG2091
 EG2091                          SUPERSEDED SURVEY CONTROL
 EG2091
 EG2091  ELLIP H (04/15/02)  107.018  (m)                       GP(       ) 4 1
 EG2091  NAD 83(1993)-  34 21 07.50651(N)    088 22 38.27816(W) AD(       ) 1
 EG2091  ELLIP H (07/15/94)  107.048  (m)                       GP(       ) 3 2
 EG2091  NGVD 29 (07/15/94)  134.4    (m)          441.     (f) GPS OBS     3  
 EG2091
 EG2091.Superseded values are not recommended for survey control.
 EG2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2091.See file dsdata.txt to determine how the superseded data were derived.
 EG2091
 EG2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7333202055(NAD 83)
 EG2091_MARKER: DD = SURVEY DISK
 EG2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2091_SP_SET: CONCRETE POST
 EG2091_STAMPING: 11M B 1994
 EG2091_MARK LOGO: NOS   
 EG2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2091+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EG2091
 EG2091  HISTORY     - Date     Condition        Report By
 EG2091  HISTORY     - 1994     MONUMENTED       NOS
 EG2091
 EG2091                          STATION DESCRIPTION
 EG2091
 EG2091'DESCRIBED BY NATIONAL OCEAN SERVICE 1994
 EG2091'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF FULTON AT ABOUT
 EG2091'MIDFIELD OF THE FULTON-ITAWAMBA COUNTY AIRFIELD.
 EG2091'TO REACH FROM THE JUNCTION OF U.S. HWY 78 AND STATE HWY 25 ON THE
 EG2091'SOUTH SIDE OF FULTON, GO NORTH ON STATE HWY 25 FOR 2.2 MI (3.5 KM) TO
 EG2091'A T-INTERSECTION, TURN LEFT AND PROCEED WEST ON STATE RD 178 (EAST
 EG2091'MAIN ST) FOR 0.45 MI (0.72 KM) TO A CROSSROADS AT N CUMMINGS ST (TURN
 EG2091'LEFT 1 BLOCK TO CITY HALL), TURN RIGHT ON N CUMMINGS ST AND PROCEED
 EG2091'NORTH FOR 1.15 MI (1.85 KM) TO A T-INTERSECTION WITH JOHN E RANKIN
 EG2091'HWY, TURN RIGHT ON JOHN E RANKIN HWY AND PROCEED EAST AND NORTH FOR
 EG2091'4.8 MI (7.7 KM) TO A PAIR OF FORK ROADS ON THE RIGHT, TAKE THE
 EG2091'NORTHERN FORK (AIRPORT ROAD) AND PROCEED NORTHERLY FOR 0.75 MI
 EG2091'(1.21 KM) TO A PAVED DRIVE ON THE RIGHT, TURN RIGHT AND CONTINUE FOR
 EG2091'0.05 MI (0.08 KM) TO A GATE (OBTAIN KEY AT FULTON CITY HALL), PASS
 EG2091'THROUGH THE GATE AND CONTINUE ACROSS THE RAMP FOR 0.1 MI (0.2 KM) TO
 EG2091'THE RUNWAY, TURN RIGHT ON THE RUNWAY AND PROCEED SOUTH ABOUT 0.3 MI
 EG2091'(0.5 KM) TO THE STATION AT ABOUT MIDFIELD ON THE RIGHT ABOUT 5 M
 EG2091'(16.4 FT) OFF THE PAVEMENT.
 EG2091'IT IS A NOS BRASS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EG2091'RECESSED ABOUT 6 CM BELOW GROUND LEVEL STAMPED ---11M B 1994--- SET
 EG2091'IN A ROUND CONCRETE MONUMENT 14.8 M (48.6 FT) EAST OF A PINE TREE AT
 EG2091'THE TREE LINE WHICH HAS A WITNESS SIGN ATTACHED TO ITS EAST FACING,
 EG2091'14.5 M (47.6 FT) WEST OF THE CENTERLINE OF THE RUNWAY, 5.14 M
 EG2091'(16.86 FT) WEST OF THE EDGE OF THE PAVEMENT AND IS ON RANGE WITH A
 EG2091'PROMINENT CRACK IN THE PAVEMENT WHICH EXTENDS THREE FOURTHS OF THE
 EG2091'WAY ACROSS THE WIDTH OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2092 ***********************************************************************
 EG2092  SACS        -  This is a Secondary Airport Control Station.
 EG2092  DESIGNATION -  11M C
 EG2092  PID         -  EG2092
 EG2092  STATE/COUNTY-  MS/ITAWAMBA
 EG2092  USGS QUAD   -  FULTON (1992)
 EG2092
 EG2092                         *CURRENT SURVEY CONTROL
 EG2092  ___________________________________________________________________
 EG2092* NAD 83(2007)-  34 20 52.50868(N)    088 22 36.22137(W)     ADJUSTED  
 EG2092* NAVD 88     -       133.3    (meters)     437.     (feet)  VERTCON   
 EG2092  ___________________________________________________________________
 EG2092  EPOCH DATE  -        2002.00
 EG2092  X           -     149,333.950 (meters)                     COMP
 EG2092  Y           -  -5,269,552.197 (meters)                     COMP
 EG2092  Z           -   3,578,435.728 (meters)                     COMP
 EG2092  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EG2092  ELLIP HEIGHT-         105.895 (meters)          (02/10/07) ADJUSTED
 EG2092  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG2092
 EG2092  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG2092  Type    PID    Designation                      North   East  Ellip
 EG2092  -------------------------------------------------------------------
 EG2092  NETWORK EG2092 11M C                             0.76   0.80   2.10
 EG2092  -------------------------------------------------------------------
 EG2092
 EG2092.This mark is at Fulton-Itawamba County Airport (11M)
 EG2092
 EG2092.The horizontal coordinates were established by GPS observations
 EG2092.and adjusted by the National Geodetic Survey in February 2007.
 EG2092
 EG2092.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG2092.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG2092.The horizontal coordinates are valid at the epoch date displayed above.
 EG2092.The epoch date for horizontal control is a decimal equivalence
 EG2092.of Year/Month/Day.
 EG2092
 EG2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2092
 EG2092.GPS derived orthometric heights for airport stations designated as
 EG2092.PACS or SACS are published to 2 decimal places.  This maintains
 EG2092.centimeter relative accuracy between the PACS and SACS.  It does
 EG2092.not indicate centimeter accuracy relative to other marks which are
 EG2092.part of the NAVD 88 network.
 EG2092
 EG2092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2092
 EG2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2092
 EG2092.The ellipsoidal height was determined by GPS observations
 EG2092.and is referenced to NAD 83.
 EG2092
 EG2092.The geoid height was determined by GEOID03.
 EG2092
 EG2092;                    North         East     Units Scale Factor Converg.
 EG2092;SPC MS E     -   537,632.842   342,008.676   MT  0.99997174   +0 15 27.5
 EG2092;SPC MS E     - 1,763,883.75  1,122,073.46   sFT  0.99997174   +0 15 27.5
 EG2092;UTM  16      - 3,801,592.069   373,378.355   MT  0.99979763   -0 46 36.8
 EG2092
 EG2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2092!SPC MS E     -   0.99998338  x   0.99997174  =   0.99995512
 EG2092!UTM  16      -   0.99998338  x   0.99979763  =   0.99978101
 EG2092
 EG2092                          SUPERSEDED SURVEY CONTROL
 EG2092
 EG2092  ELLIP H (04/15/02)  105.897  (m)                       GP(       ) 4 1
 EG2092  NAD 83(1993)-  34 20 52.50874(N)    088 22 36.22156(W) AD(       ) 1
 EG2092  ELLIP H (07/15/94)  105.926  (m)                       GP(       ) 3 2
 EG2092  NGVD 29 (07/15/94)  133.3    (m)          437.     (f) GPS OBS     3  
 EG2092
 EG2092.Superseded values are not recommended for survey control.
 EG2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2092.See file dsdata.txt to determine how the superseded data were derived.
 EG2092
 EG2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7337801592(NAD 83)
 EG2092_MARKER: DD = SURVEY DISK
 EG2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2092_SP_SET: CONCRETE POST
 EG2092_STAMPING: 11M C 1994
 EG2092_MARK LOGO: NOS   
 EG2092_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2092+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EG2092
 EG2092  HISTORY     - Date     Condition        Report By
 EG2092  HISTORY     - 1994     MONUMENTED       NOS
 EG2092
 EG2092                          STATION DESCRIPTION
 EG2092
 EG2092'DESCRIBED BY NATIONAL OCEAN SERVICE 1994
 EG2092'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF FULTON AT THE
 EG2092'SOUTH END OF THE FULTON-ITAWAMBA COUNTY AIRFIELD.
 EG2092'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 78 AND STATE HWY 25
 EG2092'ON THE SOUTH SIDE OF FULTON, GO NORTH ON STATE HWY 25 FOR 2.2 MI
 EG2092'(3.5 KM) TO A T-INTERSECTION, TURN LEFT AND PROCEED WEST ON STATE RD
 EG2092'178 (EAST MAIN STREET) FOR 0.45 MI (0.72 KM) TO A CROSSROADS AT N
 EG2092'CUMMINGS STREET (TURN LEFT 1 BLOCK TO CITY HALL), TURN RIGHT ON NORTH
 EG2092'CUMMINGS STREET AND PROCEED NORTH FOR 1.15 MI (1.85 KM) TO A
 EG2092'T-INTERSECTION WITH JOHN E RANKIN HWY, TURN RIGHT ON JOHN E RANKIN
 EG2092'HWY AND PROCEED EAST AND NORTH FOR 4.8 MI (7.7 KM) TO A PAIR OF FORK
 EG2092'ROADS ON THE RIGHT, TAKE THE NORTHERLY FORK (AIRPORT RD) AND PROCEED
 EG2092'NORTHERLY FOR 0.75 MI (1.21 KM) TO A PAVED DRIVE ON THE RIGHT, TURN
 EG2092'RIGHT AND PROCEED 0.05 MI (0.08 KM) TO A GATE (OBTAIN KEY FROM FULTON
 EG2092'CITY HALL), PASS THROUGH THE GATE AND PROCEED ACROSS THE RAMP FOR 0.1
 EG2092'MI (0.2 KM) TO THE RUNWAY, TURN RIGHT ON THE RUNWAY AND PROCEED SOUTH
 EG2092'FOR 0.6 MI (1.0 KM) TO THE SOUTHEAST CORNER OF THE PAVEMENT AND THE
 EG2092'STATION BETWEEN THE RUNWAY AND A WOODS LINE.
 EG2092'IT IS A NOS BRASS DISK SET IN THE TOP OF A ROUND CONCRETE MOUNUMENT
 EG2092'ABOUT 3 CM BELOW GROUND LEVEL STAMPED ---11M C 1994--- ON RANGE EAST
 EG2092'OF THE CENTERLINE END OF RWY 35, 10.7 M (35.1 FT) WEST OF THE
 EG2092'TREELINE LINING THE EAST SIDE OF THE AIRFIELD AND 4.15 M (13.62 FT)
 EG2092'EAST OF THE EAST EDGE OF THE RUNWAY PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1859 ***********************************************************************
 DK1859  DESIGNATION -  120 1XC USE 1957
 DK1859  PID         -  DK1859
 DK1859  STATE/COUNTY-  MS/HUMPHREYS
 DK1859  USGS QUAD   -  BELLEWOOD (1965)
 DK1859
 DK1859                         *CURRENT SURVEY CONTROL
 DK1859  ___________________________________________________________________
 DK1859* NAD 83(1993)-  33 07 56.65614(N)    090 30 07.37365(W)     ADJUSTED  
 DK1859* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 DK1859  ___________________________________________________________________
 DK1859  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DK1859  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK1859  HORZ ORDER  -  SECOND
 DK1859
 DK1859.The horizontal coordinates were established by classical geodetic methods
 DK1859.and adjusted by the National Geodetic Survey in May 1994.
 DK1859
 DK1859.The orthometric height was scaled from a topographic map.
 DK1859
 DK1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1859
 DK1859.The geoid height was determined by GEOID03.
 DK1859
 DK1859;                    North         East     Units Scale Factor Converg.
 DK1859;SPC MS W     -   402,735.702   684,257.420   MT  0.99995305   -0 05 32.0
 DK1859;SPC MS W     - 1,321,308.72  2,244,934.55   sFT  0.99995305   -0 05 32.0
 DK1859;UTM  15      - 3,668,743.003   733,029.032   MT  1.00026958   +1 21 57.4
 DK1859
 DK1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1859!SPC MS W     -   0.99999776  x   0.99995305  =   0.99995081
 DK1859!UTM  15      -   0.99999776  x   1.00026958  =   1.00026734
 DK1859
 DK1859                          SUPERSEDED SURVEY CONTROL
 DK1859
 DK1859  NAD 83(1986)-  33 07 56.66804(N)    090 30 07.36925(W) AD(       ) 2
 DK1859  NAD 27      -  33 07 56.21580(N)    090 30 07.04100(W) AD(       ) 2
 DK1859
 DK1859.Superseded values are not recommended for survey control.
 DK1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1859.See file dsdata.txt to determine how the superseded data were derived.
 DK1859
 DK1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3302968743(NAD 83)
 DK1859_MARKER: P = PIPE CAP
 DK1859_SETTING: 0 = UNSPECIFIED SETTING
 DK1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1859
 DK1859  HISTORY     - Date     Condition        Report By
 DK1859  HISTORY     - 1957     MONUMENTED       USE
 DK1859
 DK1859                          STATION DESCRIPTION
 DK1859
 DK1859'DESCRIBED BY US ENGINEERS 1957 (WNM)
 DK1859'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MIDNIGHT AND
 DK1859'3.5 MILES SOUTH OF BELZONI, ON THE EAST SIDE OF A NORTH-SOUTH
 DK1859'GRAVELED ROAD AND ON ROAD RIGHT-OF-WAY.  IT IS 13 FEET EAST
 DK1859'OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD AND 3 FEET
 DK1859'WEST OF A FENCE.  THE MARK IS A BRONZE U.S. ENGINEER STATION
 DK1859'MARK DISK BOLTED IN THE TOP OF A 1-1/2 INCH IRON PIPE PROJECTING
 DK1859'8 INCHES.  THE PIPE IS PAINTED YELLOW AND THE DISK IS STAMPED
 DK1859'120 1XC.
 DK1859'
 DK1859'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT
 DK1859'HILL, DISTANCE BEING 85.53 FEET (26.0692 METERS) WEST OF STATION
 DK1859'GOAT HILL.
 DK1859'
 DK1859'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 DK1859'YAZOO RIVER IN THE SOUTH END OF BELZONI, GO SOUTH AND SOUTHEAST
 DK1859'ON BLACKTOPPED AND GRAVELED ROAD ALONG THE EAST SIDE OF THE
 DK1859'YAZOO RIVER FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND
 DK1859'GO WEST ON GRAVELED ROAD FOR 0.35 MILE.  TURN LEFT AND GO
 DK1859'SOUTH ON GRAVELED ROAD FOR 0.8 MILE TO AN IMPLEMENT SHED ON
 DK1859'THE LEFT.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO THE
 DK1859'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0730 ***********************************************************************
 BW0730  DESIGNATION -  122 A BOLT
 BW0730  PID         -  BW0730
 BW0730  STATE/COUNTY-  MS/JEFFERSON
 BW0730  USGS QUAD   -  CHAMBLEE (1994)
 BW0730
 BW0730                         *CURRENT SURVEY CONTROL
 BW0730  ___________________________________________________________________
 BW0730* NAD 83(1986)-  31 46 08.     (N)    091 21 23.     (W)     SCALED    
 BW0730* NAVD 88     -        20.72   (+/-2cm)      68.0    (feet)  VERTCON   
 BW0730  ___________________________________________________________________
 BW0730  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0730  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0730
 BW0730.The horizontal coordinates were scaled from a topographic map and have
 BW0730.an estimated accuracy of +/- 6 seconds.
 BW0730
 BW0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0730.The vertical order pertains to the NGVD 29 superseded value.
 BW0730
 BW0730.The geoid height was determined by GEOID03.
 BW0730
 BW0730;                    North         East    Units  Estimated Accuracy
 BW0730;SPC MS W     -   251,980.      603,090.      MT  (+/- 180 meters Scaled)
 BW0730
 BW0730                          SUPERSEDED SURVEY CONTROL
 BW0730
 BW0730  NGVD 29 (??/??/92)   20.727  (m)           68.00   (f) ADJ UNCH    1 2
 BW0730
 BW0730.Superseded values are not recommended for survey control.
 BW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0730.See file dsdata.txt to determine how the superseded data were derived.
 BW0730
 BW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR556159(NAD 83)
 BW0730_MARKER: B = BOLT
 BW0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0730_SP_SET: TILE
 BW0730_STAMPING: 122 A
 BW0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0730
 BW0730  HISTORY     - Date     Condition        Report By
 BW0730  HISTORY     - UNK      MONUMENTED       USE
 BW0730  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0730
 BW0730                          STATION DESCRIPTION
 BW0730
 BW0730'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0730'3 MI S FROM ASHLAND LANDING.
 BW0730'3 MILES SOUTH OF ASHLAND LANDING, JEFFERSON COUNTY, ON COLES ISLAND,
 BW0730'IN A THICK WOODS, 600 FEET FROM THE TOP OF THE MISSISSIPPI RIVER BANK,
 BW0730'ON A RIDGE, 53.6 FEET EAST OF A BLAZED 20-INCH COTTONWOOD TREE, 42
 BW0730'FEET BANK OF THE LANDSIDE BANK OF A DEEP NARROW SLOUGH RUNNING
 BW0730'SOUTHEAST, 23 FEET NORTHEAST OF A BLAZED 12-INCH SYCAMORE TREE, AND
 BW0730'17.7 FEET SOUTHEAST OF A BLAZED 8-INCH PECAN TREE.  A COPPER BOLT, SET
 BW0730'IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 BW0730'THROUGH AN IRON PIPE PROJECTING 12 INCHES ABOVE GROUND AND BEARING A
 BW0730'CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0729 ***********************************************************************
 BW0729  DESIGNATION -  122 A CAP
 BW0729  PID         -  BW0729
 BW0729  STATE/COUNTY-  MS/JEFFERSON
 BW0729  USGS QUAD   -  CHAMBLEE (1994)
 BW0729
 BW0729                         *CURRENT SURVEY CONTROL
 BW0729  ___________________________________________________________________
 BW0729* NAD 83(1986)-  31 46 08.     (N)    091 21 23.     (W)     SCALED    
 BW0729* NAVD 88     -        21.94   (+/-2cm)      72.0    (feet)  VERTCON   
 BW0729  ___________________________________________________________________
 BW0729  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0729  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0729
 BW0729.The horizontal coordinates were scaled from a topographic map and have
 BW0729.an estimated accuracy of +/- 6 seconds.
 BW0729
 BW0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0729.The vertical order pertains to the NGVD 29 superseded value.
 BW0729
 BW0729.The geoid height was determined by GEOID03.
 BW0729
 BW0729;                    North         East    Units  Estimated Accuracy
 BW0729;SPC MS W     -   251,980.      603,090.      MT  (+/- 180 meters Scaled)
 BW0729
 BW0729                          SUPERSEDED SURVEY CONTROL
 BW0729
 BW0729  NGVD 29 (??/??/92)   21.945  (m)           72.00   (f) ADJ UNCH    1 2
 BW0729
 BW0729.Superseded values are not recommended for survey control.
 BW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0729.See file dsdata.txt to determine how the superseded data were derived.
 BW0729
 BW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR556159(NAD 83)
 BW0729_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0729_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0729_STAMPING: 122 A
 BW0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0729
 BW0729  HISTORY     - Date     Condition        Report By
 BW0729  HISTORY     - UNK      MONUMENTED       USE
 BW0729  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0729
 BW0729                          STATION DESCRIPTION
 BW0729
 BW0729'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0729'3 MI S FROM ASHLAND LANDING.
 BW0729'3 MILES SOUTH OF ASHLAND LANDING, JEFFERSON COUUNTY, ON COLES ISLAND,
 BW0729'IN A THICK WOODS, 600 FEET FROM THE TOP OF THE MISSISSIPPI RIVER BANK,
 BW0729'ON A RIDGE, 53.6 FEET EAST OF A BLAZED 20-INCH COTTONWOOD TREE, 42
 BW0729'FEET BACK OF THE LANDSIDE BANK OF A DEEP NARROW SLOUGH RUNNING
 BW0729'SOUTHEAST, 23 FEET NORTHEAST OF A BLAZED 12-INCH SYCAMORE TREE, AND
 BW0729'17.7 FEET SOUTHEAST OF A BLAZED 8-INCH PECAN TREE.  AN IRON PIPE
 BW0729'PROJECTING 12 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U.
 BW0729'S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1299 ***********************************************************************
 DK1299  DESIGNATION -  127.60
 DK1299  PID         -  DK1299
 DK1299  STATE/COUNTY-  MS/WASHINGTON
 DK1299  USGS QUAD   -  GREENVILLE (1970)
 DK1299
 DK1299                         *CURRENT SURVEY CONTROL
 DK1299  ___________________________________________________________________
 DK1299* NAD 83(1986)-  33 24 32.     (N)    091 03 34.     (W)     SCALED    
 DK1299* NAVD 88     -        38.772  (meters)     127.20   (feet)  ADJUSTED  
 DK1299  ___________________________________________________________________
 DK1299  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1299  DYNAMIC HT  -          38.730 (meters)     127.07  (feet)  COMP
 DK1299  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DK1299
 DK1299  VERT ORDER  -  FIRST     CLASS I
 DK1299
 DK1299.The horizontal coordinates were scaled from a topographic map and have
 DK1299.an estimated accuracy of +/- 6 seconds.
 DK1299
 DK1299.The orthometric height was determined by differential leveling
 DK1299.and adjusted in June 1991.
 DK1299
 DK1299.The geoid height was determined by GEOID03.
 DK1299
 DK1299.The dynamic height is computed by dividing the NAVD 88
 DK1299.geopotential number by the normal gravity value computed on the
 DK1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1299.degrees latitude (g = 980.6199 gals.).
 DK1299
 DK1299.The modeled gravity was interpolated from observed gravity values.
 DK1299
 DK1299;                    North         East    Units  Estimated Accuracy
 DK1299;SPC MS W     -   433,620.      632,460.      MT  (+/- 180 meters Scaled)
 DK1299
 DK1299                          SUPERSEDED SURVEY CONTROL
 DK1299
 DK1299  NGVD 29 (??/??/??)   38.819  (m)          127.36   (f) ADJUSTED    1 1
 DK1299
 DK1299.Superseded values are not recommended for survey control.
 DK1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1299.See file dsdata.txt to determine how the superseded data were derived.
 DK1299
 DK1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS804983(NAD 83)
 DK1299_MARKER: DD = SURVEY DISK
 DK1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1299_STAMPING: 127.60
 DK1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1299+STABILITY: SURFACE MOTION
 DK1299
 DK1299  HISTORY     - Date     Condition        Report By
 DK1299  HISTORY     - 1956     MONUMENTED       MSHD
 DK1299  HISTORY     - 1974     GOOD             NGS
 DK1299  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK1299
 DK1299                          STATION DESCRIPTION
 DK1299
 DK1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1299'IN GREENVILLE.
 DK1299'AT GREENVILLE, AT THE INTERSECTION OF BROADWAY AND MAIN STREET, 12.9
 DK1299'FEET NORTHEAST OF THE NORTHEAST CURB OF MAIN STREET, 15 FEET NORTHWEST
 DK1299'OF THE NORTHWEST CURB OF BROADWAY, 11.7 FEET NORTHWEST OF A POWER POLE
 DK1299'SUPPORTING A STREET SIGNAL CONTROL BOX, ABOUT LEVEL WITH THE STREET,
 DK1299'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 4, T
 DK1299'18N, R 8W.
 DK1299
 DK1299                          STATION RECOVERY (1992)
 DK1299
 DK1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1299'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3138 ***********************************************************************
 EH3138  DESIGNATION -  13 A
 EH3138  PID         -  EH3138
 EH3138  STATE/COUNTY-  MS/TUNICA
 EH3138  USGS QUAD   -  TUNICA (1981)
 EH3138
 EH3138                         *CURRENT SURVEY CONTROL
 EH3138  ___________________________________________________________________
 EH3138* NAD 83(1986)-  34 44 01.     (N)    090 26 03.     (W)     SCALED    
 EH3138* NAVD 88     -        59.20   (+/-2cm)     194.2    (feet)  VERTCON   
 EH3138  ___________________________________________________________________
 EH3138  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH3138  VERT ORDER  -  THIRD ? (See Below)
 EH3138
 EH3138.The horizontal coordinates were scaled from a topographic map and have
 EH3138.an estimated accuracy of +/- 6 seconds.
 EH3138
 EH3138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3138.The vertical order pertains to the NGVD 29 superseded value.
 EH3138
 EH3138.The geoid height was determined by GEOID03.
 EH3138
 EH3138;                    North         East    Units  Estimated Accuracy
 EH3138;SPC MS W     -   580,330.      690,770.      MT  (+/- 180 meters Scaled)
 EH3138
 EH3138                          SUPERSEDED SURVEY CONTROL
 EH3138
 EH3138  NGVD 29 (07/19/86)   59.22   (m)          194.3    (f) LEVELING    3  
 EH3138
 EH3138.Superseded values are not recommended for survey control.
 EH3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3138.See file dsdata.txt to determine how the superseded data were derived.
 EH3138
 EH3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU349465(NAD 83)
 EH3138
 EH3138  HISTORY     - Date     Condition        Report By
 EH3138  HISTORY     - 1910     MONUMENTED       MRC
 EH3138  HISTORY     - 1938     SEE DESCRIPTION  MRC
 EH3138
 EH3138                          STATION DESCRIPTION
 EH3138
 EH3138'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1938
 EH3138'ABOUT 1,400 METERS (4,593 FEET) BACK OF MHOON LANDING, 970
 EH3138'METERS (3,182 FEET) BACK OF LEVEE ALONG MISSISSIPPI RIVER,
 EH3138'325 METERS (1,066 FEET) SOUTH OF LEVEE ALONG BANK OF OLD
 EH3138'RIVER, 150 METERS (492 FEET) SOUTH OF EAST-AND-WEST LANE,
 EH3138'ON NORTHWEST BANK OF DITCH AT SOUTHEAST SIDE OF FIELD, AND
 EH3138'33 METERS (108 FEET) SOUTH OF NORTHEAST CORNER OF FIELD.
 EH3138'A SIX-INCH BLAZED HUCKLEBERRY TREE IS 6.2 METERS (20 FEET)
 EH3138'FROM STATION, S 10 DEG W, AND A 24-INCH BLAZED
 EH3138'COTTONWOOD IS 13.4 METERS (44 FEET) FROM STATION, N 40 DEG E.
 EH3138'STATION HUSTON (SEE DESCRIPTION THEREOF) IS
 EH3138'859.6 METERS (2,820 FEET) FROM STATION, N 60 DEG
 EH3138'07 MIN 46.3 SEC W.  STATION B.M. BELL (M.R.C.) (SEE
 EH3138'DESCRIPTION THEREOF) IS 197.608 METERS (648.32 FEET)
 EH3138'FROM STATION, S 80 DEG 17 MIN 30.9 SEC W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1679 ***********************************************************************
 DK1679  DESIGNATION -  13 DWE USGS
 DK1679  PID         -  DK1679
 DK1679  STATE/COUNTY-  MS/HUMPHREYS
 DK1679  USGS QUAD   -  INVERNESS (1965)
 DK1679
 DK1679                         *CURRENT SURVEY CONTROL
 DK1679  ___________________________________________________________________
 DK1679* NAD 83(1986)-  33 15 17.     (N)    090 35 02.     (W)     SCALED    
 DK1679* NAVD 88     -        33.366  (meters)     109.47   (feet)  ADJUSTED  
 DK1679  ___________________________________________________________________
 DK1679  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1679  DYNAMIC HT  -          33.330 (meters)     109.35  (feet)  COMP
 DK1679  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DK1679
 DK1679  VERT ORDER  -  SECOND    CLASS II
 DK1679
 DK1679.The horizontal coordinates were scaled from a topographic map and have
 DK1679.an estimated accuracy of +/- 6 seconds.
 DK1679
 DK1679.The orthometric height was determined by differential leveling
 DK1679.and adjusted in June 1991.
 DK1679
 DK1679.The geoid height was determined by GEOID03.
 DK1679
 DK1679.The dynamic height is computed by dividing the NAVD 88
 DK1679.geopotential number by the normal gravity value computed on the
 DK1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1679.degrees latitude (g = 980.6199 gals.).
 DK1679
 DK1679.The modeled gravity was interpolated from observed gravity values.
 DK1679
 DK1679;                    North         East    Units  Estimated Accuracy
 DK1679;SPC MS W     -   416,320.      676,650.      MT  (+/- 180 meters Scaled)
 DK1679
 DK1679                          SUPERSEDED SURVEY CONTROL
 DK1679
 DK1679  NGVD 29 (??/??/??)   33.438  (m)          109.70   (f) ADJUSTED    2 2
 DK1679
 DK1679.Superseded values are not recommended for survey control.
 DK1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1679.See file dsdata.txt to determine how the superseded data were derived.
 DK1679
 DK1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS250821(NAD 83)
 DK1679_MARKER: DD = SURVEY DISK
 DK1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1679_STAMPING: 13 DWE 1964
 DK1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1679+STABILITY: SURFACE MOTION
 DK1679
 DK1679  HISTORY     - Date     Condition        Report By
 DK1679  HISTORY     - 1964     MONUMENTED       USGS
 DK1679  HISTORY     - 1976     GOOD             MSHD
 DK1679
 DK1679                          STATION DESCRIPTION
 DK1679
 DK1679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1679'0.65 MI SE FROM ISOLA.
 DK1679'THE MARK IS LOCATED 0.65 MILE SOUTHEAST OF ISOLA OPPOSITE THE JUNCTION
 DK1679'OF OLD HIGHWAY 49 LEADING INTO TOWN AND U.S. HIGHWAY 49W, 0.3 MILE
 DK1679'SOUTHEAST OF A CONCRETE BRIDGE IN THE NORTHWEST 1/4 OF SECTION 11, T
 DK1679'16N, R 4W.  IT IS 71 FEET EAST-NORTHEAST OF THE CENTER OF HIGHWAY 49W,
 DK1679'3 FEET WEST OF A RIGHT OF WAY FENCE, 2 FEET SOUTH OF POLE NO. 105 SET
 DK1679'IN THE TOP OF A SQUARE CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF
 DK1679'THE HIGHWAY AND PROJECTS 8 INCHES.  NOTE-- TO REACH FROM THE BANK OF
 DK1679'ISOLA IN ISOLA GO SOUTHEAST ON THE OLD HIGHWAY FOR 0.65 MILE TO THE
 DK1679'JUNCTION OF THE NEW HIGHWAY AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8577 ***********************************************************************
 DJ8577  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8577  DESIGNATION -  13 JHS
 DJ8577  PID         -  DJ8577
 DJ8577  STATE/COUNTY-  MS/GRENADA
 DJ8577  USGS QUAD   -  PHILIPP (1981)
 DJ8577
 DJ8577                         *CURRENT SURVEY CONTROL
 DJ8577  ___________________________________________________________________
 DJ8577* NAD 83(2007)-  33 46 09.43956(N)    090 07 51.42142(W)     ADJUSTED  
 DJ8577* NAVD 88     -        43.12   (meters)     141.5    (feet)  GPS OBS   
 DJ8577  ___________________________________________________________________
 DJ8577  EPOCH DATE  -        2002.00
 DJ8577  X           -     -12,130.454 (meters)                     COMP
 DJ8577  Y           -  -5,307,525.853 (meters)                     COMP
 DJ8577  Z           -   3,525,211.684 (meters)                     COMP
 DJ8577  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DJ8577  ELLIP HEIGHT-          16.929 (meters)          (02/15/08) ADJUSTED
 DJ8577  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DJ8577  HORZ ORDER  -  B
 DJ8577  ELLP ORDER  -  FOURTH    CLASS II
 DJ8577
 DJ8577.The horizontal coordinates were established by GPS observations
 DJ8577.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8577
 DJ8577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8577.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8577.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8577.The epoch date for horizontal control is a decimal equivalence
 DJ8577.of Year/Month/Day.
 DJ8577
 DJ8577.The orthometric height was determined by GPS observations and a
 DJ8577.high-resolution geoid model.
 DJ8577.The orthometric height was determined by GPS observations and a
 DJ8577.high-resolution geoid model using precise GPS observation and
 DJ8577.processing techniques.
 DJ8577
 DJ8577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8577
 DJ8577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8577
 DJ8577.The ellipsoidal height was determined by GPS observations
 DJ8577.and is referenced to NAD 83.
 DJ8577
 DJ8577.The geoid height was determined by GEOID03.
 DJ8577
 DJ8577;                    North         East     Units Scale Factor Converg.
 DJ8577;SPC MS W     -   473,376.340   718,746.578   MT  0.99995433   +0 06 45.0
 DJ8577;SPC MS W     - 1,553,068.88  2,358,087.73   sFT  0.99995433   +0 06 45.0
 DJ8577;UTM  15      - 3,740,275.341   765,707.408   MT  1.00047045   +1 35 44.5
 DJ8577
 DJ8577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8577!SPC MS W     -   0.99999734  x   0.99995433  =   0.99995167
 DJ8577!UTM  15      -   0.99999734  x   1.00047045  =   1.00046779
 DJ8577
 DJ8577                          SUPERSEDED SURVEY CONTROL
 DJ8577
 DJ8577.No superseded survey control is available for this station.
 DJ8577
 DJ8577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6570740275(NAD 83)
 DJ8577_MARKER: DD = SURVEY DISK
 DJ8577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8577_STAMPING: 13 JHS 1971
 DJ8577_MARK LOGO: USGS  
 DJ8577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8577+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2007
 DJ8577
 DJ8577  HISTORY     - Date     Condition        Report By
 DJ8577  HISTORY     - UNK      MONUMENTED       USACE
 DJ8577  HISTORY     - 20070105 GOOD             EMCINC
 DJ8577
 DJ8577                          STATION DESCRIPTION
 DJ8577
 DJ8577'DESCRIBED BY EMC INCORPORATED 2007 (MDG)
 DJ8577'FROM THE INTERSECTION OF FRONT STREET AND U.S. HIGHWAY 8 IN PHILLIP,
 DJ8577'MS PROCEED EAST ON U.S. HIGHWAY 8 FOR 4.62 MILES.  THE SURVEY DISK IS
 DJ8577'LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 8 ON A BRIDGE AT THE U.S.
 DJ8577'HIGHWAY 8 AND TIPPO BAYOU INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1415 ***********************************************************************
 DJ1415  DESIGNATION -  13 L
 DJ1415  PID         -  DJ1415
 DJ1415  STATE/COUNTY-  MS/GRENADA
 DJ1415  USGS QUAD   -  GRENADA (1983)
 DJ1415
 DJ1415                         *CURRENT SURVEY CONTROL
 DJ1415  ___________________________________________________________________
 DJ1415* NAD 83(1986)-  33 46 57.     (N)    089 47 51.     (W)     SCALED    
 DJ1415* NAVD 88     -        59.083  (meters)     193.84   (feet)  ADJUSTED  
 DJ1415  ___________________________________________________________________
 DJ1415  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DJ1415  DYNAMIC HT  -          59.023 (meters)     193.64  (feet)  COMP
 DJ1415  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 DJ1415
 DJ1415  VERT ORDER  -  SECOND    CLASS 0
 DJ1415
 DJ1415.The horizontal coordinates were scaled from a topographic map and have
 DJ1415.an estimated accuracy of +/- 6 seconds.
 DJ1415
 DJ1415.The orthometric height was determined by differential leveling
 DJ1415.and adjusted in June 1991.
 DJ1415
 DJ1415.The geoid height was determined by GEOID03.
 DJ1415
 DJ1415.The dynamic height is computed by dividing the NAVD 88
 DJ1415.geopotential number by the normal gravity value computed on the
 DJ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1415.degrees latitude (g = 980.6199 gals.).
 DJ1415
 DJ1415.The modeled gravity was interpolated from observed gravity values.
 DJ1415
 DJ1415;                    North         East    Units  Estimated Accuracy
 DJ1415;SPC MS W     -   474,950.      749,630.      MT  (+/- 180 meters Scaled)
 DJ1415
 DJ1415                          SUPERSEDED SURVEY CONTROL
 DJ1415
 DJ1415  NGVD 29 (??/??/92)   59.087  (m)          193.85   (f) ADJ UNCH    2 0
 DJ1415
 DJ1415.Superseded values are not recommended for survey control.
 DJ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1415.See file dsdata.txt to determine how the superseded data were derived.
 DJ1415
 DJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC409415(NAD 83)
 DJ1415_MARKER: DB = BENCH MARK DISK
 DJ1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1415_SP_SET: BUILDING
 DJ1415_STAMPING: NO. 13 L 1928
 DJ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1415
 DJ1415  HISTORY     - Date     Condition        Report By
 DJ1415  HISTORY     - 1928     MONUMENTED       CGS
 DJ1415  HISTORY     - 1935     GOOD             NGS
 DJ1415  HISTORY     - 1981     GOOD             LOCSUR
 DJ1415  HISTORY     - 1985     GOOD             MSU
 DJ1415
 DJ1415                          STATION DESCRIPTION
 DJ1415
 DJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DJ1415'IN GRENADA.
 DJ1415'AT GRENADA, ALONG THE ILLINOIS CENTRAL RAILROAD.  AT THE DEPOT.  AT
 DJ1415'THE NORTHWEST CORNER OF THE BUILDING.  SET IN CONCRETE DOORWAY WEST OF
 DJ1415'THE MAIN ENTRANCE TO WHITE WAITING ROOM.  U.S. GEOLOGICAL BRONZE DISK
 DJ1415'SET IN CONCRETE DOORWAY.  STAMPED 13 L 1928.
 DJ1415
 DJ1415                          STATION RECOVERY (1981)
 DJ1415
 DJ1415'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1415'RECOVERED IN GOOD CONDITION.
 DJ1415
 DJ1415                          STATION RECOVERY (1985)
 DJ1415
 DJ1415'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DJ1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2476 ***********************************************************************
 EH2476  DESIGNATION -  13/14
 EH2476  PID         -  EH2476
 EH2476  STATE/COUNTY-  MS/DE SOTO
 EH2476  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2476
 EH2476                         *CURRENT SURVEY CONTROL
 EH2476  ___________________________________________________________________
 EH2476* NAD 83(1986)-  34 55 06.     (N)    090 14 08.     (W)     SCALED    
 EH2476* NAVD 88     -        61.830  (meters)     202.85   (feet)  ADJUSTED  
 EH2476  ___________________________________________________________________
 EH2476  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EH2476  DYNAMIC HT  -          61.772 (meters)     202.66  (feet)  COMP
 EH2476  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EH2476
 EH2476  VERT ORDER  -  FIRST     CLASS II
 EH2476
 EH2476.The horizontal coordinates were scaled from a topographic map and have
 EH2476.an estimated accuracy of +/- 6 seconds.
 EH2476
 EH2476.The orthometric height was determined by differential leveling
 EH2476.and adjusted in June 1991.
 EH2476
 EH2476.The geoid height was determined by GEOID03.
 EH2476
 EH2476.The dynamic height is computed by dividing the NAVD 88
 EH2476.geopotential number by the normal gravity value computed on the
 EH2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2476.degrees latitude (g = 980.6199 gals.).
 EH2476
 EH2476.The modeled gravity was interpolated from observed gravity values.
 EH2476
 EH2476;                    North         East    Units  Estimated Accuracy
 EH2476;SPC MS W     -   600,820.      708,930.      MT  (+/- 180 meters Scaled)
 EH2476
 EH2476                          SUPERSEDED SURVEY CONTROL
 EH2476
 EH2476  NGVD 29 (??/??/??)   61.833  (m)          202.86   (f) ADJUSTED    1 2
 EH2476
 EH2476.Superseded values are not recommended for survey control.
 EH2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2476.See file dsdata.txt to determine how the superseded data were derived.
 EH2476
 EH2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU525674(NAD 83)
 EH2476_MARKER: P = PIPE CAP
 EH2476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2476_SP_SET: SHALLOW-SET PIPE
 EH2476_STAMPING: U.Y.L.D. 1948 13/14 B.M
 EH2476_MARK LOGO: USE   
 EH2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2476+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2476
 EH2476  HISTORY     - Date     Condition        Report By
 EH2476  HISTORY     - 1948     MONUMENTED       DOD
 EH2476  HISTORY     - 1983     GOOD             NGS
 EH2476  HISTORY     - 20030408 GOOD             USACE
 EH2476
 EH2476                          STATION DESCRIPTION
 EH2476
 EH2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2476'24.0 KM (14.9 MI) WSW FROM WALLS.
 EH2476'3.1 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2476'OFFICE IN WALLS, THENCE 0.65 KM (0.4 MI) WEST ALONG THE LEVEE ROAD
 EH2476'TO LOCKED IRON GATE, THENCE 20.3 KM (12.6 MI) WEST ALONG THE LEVEE
 EH2476'ROAD, AT MILEPOST 13/14 SET BETWEEN TWO CONCRETE PROTECTIVE POSTS,
 EH2476'ABOUT 76 METERS (250 FT) EAST OF BENCH MARK L 348, 16.2 METERS (53.0
 EH2476'FT) WEST OF A FENCE LINE, AND 10.1 METERS (33.0 FT) SOUTHWEST OF A 102
 EH2476'CENTIMETER (40 INCH) CEDAR TREE.  MARK IS FLUSH WITH THE GROUND.
 EH2476'THE MARK IS 0.46 M ABOVE GROUND.
 EH2476
 EH2476                          STATION RECOVERY (2003)
 EH2476
 EH2476'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2801 ***********************************************************************
 CP2801  DESIGNATION -  131 MSLD 1958
 CP2801  PID         -  CP2801
 CP2801  STATE/COUNTY-  MS/ISSAQUENA
 CP2801  USGS QUAD   -  CANE BAYOU (1988)
 CP2801
 CP2801                         *CURRENT SURVEY CONTROL
 CP2801  ___________________________________________________________________
 CP2801* NAD 83(1993)-  32 36 48.91527(N)    090 59 35.40347(W)     ADJUSTED  
 CP2801* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP2801  ___________________________________________________________________
 CP2801  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP2801  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2801  HORZ ORDER  -  SECOND
 CP2801
 CP2801.The horizontal coordinates were established by classical geodetic methods
 CP2801.and adjusted by the National Geodetic Survey in May 1994.
 CP2801
 CP2801.The orthometric height was scaled from a topographic map.
 CP2801
 CP2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2801
 CP2801.The geoid height was determined by GEOID03.
 CP2801
 CP2801;                    North         East     Units Scale Factor Converg.
 CP2801;SPC MS W     -   345,380.170   638,071.493   MT  0.99999727   -0 21 20.3
 CP2801;SPC MS W     - 1,133,134.77  2,093,406.22   sFT  0.99999727   -0 21 20.3
 CP2801;SPC LA N     -   235,333.801 1,141,422.745   MT  0.99998833   +0 47 48.0
 CP2801;SPC LA N     -   772,090.98  3,744,817.79   sFT  0.99998833   +0 47 48.0
 CP2801;UTM  15      - 3,610,228.340   688,299.094   MT  1.00003723   +1 04 55.0
 CP2801
 CP2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2801!SPC MS W     -   0.99999977  x   0.99999727  =   0.99999704
 CP2801!SPC LA N     -   0.99999977  x   0.99998833  =   0.99998810
 CP2801!UTM  15      -   0.99999977  x   1.00003723  =   1.00003700
 CP2801
 CP2801                          SUPERSEDED SURVEY CONTROL
 CP2801
 CP2801  NAD 83(1986)-  32 36 48.92772(N)    090 59 35.39816(W) AD(       ) 2
 CP2801  NAD 27      -  32 36 48.43810(N)    090 59 35.01770(W) AD(       ) 2
 CP2801
 CP2801.Superseded values are not recommended for survey control.
 CP2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2801.See file dsdata.txt to determine how the superseded data were derived.
 CP2801
 CP2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8829910228(NAD 83)
 CP2801_MARKER: DD = SURVEY DISK
 CP2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2801+STABILITY: SURFACE MOTION
 CP2801
 CP2801  HISTORY     - Date     Condition        Report By
 CP2801  HISTORY     - 1958     MONUMENTED       MSHD
 CP2801
 CP2801                          STATION DESCRIPTION
 CP2801
 CP2801'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958 (OSR)
 CP2801'LOCATED ABOUT 8 MILES SOUTH AND 2-1/2 MILES EAST OF FITLER,
 CP2801'7-3/4 MILES WEST AND 1-1/2 MILES SOUTH OF VALLEY PARK, 2-1/2
 CP2801'MILES NORTH OF THE WARREN-ISSAQUENA COUNTY LINE, 1 MILE
 CP2801'NORTH AND 1/4 MILE WEST OF THE JUNCTION OF THE CANE AND STEELE
 CP2801'BAYOUS, 1/2 MILE EAST OF THE ALBEMARLE BEND OF THE MISSISSIPPI
 CP2801'RIVER, IN THE WEST CENTRAL PART OF SECTION 23, T 9 N, R 8 W,
 CP2801'AT THE EXTREME NORTH END OF A LONG, GRADUAL CURVE IN LEVEE AND
 CP2801'AT THE EAST BASE OF THE SLOPE OF THE LEVEE.
 CP2801'
 CP2801'IT IS A MISSISSIPPI LEVEE DISTRICT DISK, STAMPED 131 1915.  IT
 CP2801'IS SET IN THE TOP OF A 24 INCH ROUND, CONCRETE POST WHICH IS
 CP2801'FLUSH WITH THE GROUND SURFACE, 437 FEET NORTH OF A GUYED
 CP2801'POWERLINE POLE, 156 FEET EAST OF THE CENTER OF STATE HIGHWAY
 CP2801'465, 19 FEET WEST OF A NORTH-SOUTH LEVEE RIGHT-OF-WAY FENCE
 CP2801'AND 2 FEET WEST OF A 6 IN X 6 IN CONCRETE WITNESS POST
 CP2801'PROJECTING 3 FEET.
 CP2801'
 CP2801'A TRAVERSE CONNECTION WAS MADE TO CANE, THE DISTANCE BEING
 CP2801'92.568 METERS OR 303.70 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0774 ***********************************************************************
 BW0774  DESIGNATION -  132/B BOLT
 BW0774  PID         -  BW0774
 BW0774  STATE/COUNTY-  MS/ADAMS
 BW0774  USGS QUAD   -  NATCHEZ (1976)
 BW0774
 BW0774                         *CURRENT SURVEY CONTROL
 BW0774  ___________________________________________________________________
 BW0774* NAD 83(1986)-  31 32 53.     (N)    091 25 28.     (W)     SCALED    
 BW0774* NAVD 88     -        32.18   (+/-2cm)     105.6    (feet)  VERTCON   
 BW0774  ___________________________________________________________________
 BW0774  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0774
 BW0774.The horizontal coordinates were scaled from a topographic map and have
 BW0774.an estimated accuracy of +/- 6 seconds.
 BW0774
 BW0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0774.The vertical order pertains to the NGVD 29 superseded value.
 BW0774
 BW0774.The geoid height was determined by GEOID03.
 BW0774
 BW0774;                    North         East    Units  Estimated Accuracy
 BW0774;SPC MS W     -   227,560.      596,400.      MT  (+/- 180 meters Scaled)
 BW0774
 BW0774                          SUPERSEDED SURVEY CONTROL
 BW0774
 BW0774  NGVD 29 (??/??/92)   32.182  (m)          105.58   (f) ADJ UNCH    1 2
 BW0774
 BW0774.Superseded values are not recommended for survey control.
 BW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0774.See file dsdata.txt to determine how the superseded data were derived.
 BW0774
 BW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ495914(NAD 83)
 BW0774_MARKER: B = BOLT
 BW0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0774_SP_SET: TILE
 BW0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0774
 BW0774  HISTORY     - Date     Condition        Report By
 BW0774  HISTORY     - UNK      MONUMENTED       USE
 BW0774  HISTORY     - 1950     MARK NOT FOUND   NGS
 BW0774
 BW0774                          STATION DESCRIPTION
 BW0774
 BW0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW0774'1 MI SW FROM NATCHEZ.
 BW0774'ON THE EAST BANK OF MISSISSIPPI RIVER, 1 MILE SOUTHWEST OF THE FERRY
 BW0774'LANDING AT NATCHEZ, ADAMS COUNTY, 500 FEET FROM THE U.S. ENGINEERS
 BW0774'OFFICE, 138 FEET BACK OF THE RAILROAD, ON THE UPPER SIDE OF A WIDE
 BW0774'RAVINE (PART OF THE J.M. JONES LUMBER CO. PROPERTY), AND 50 FEET FROM
 BW0774'THE NORTHEAST CORNER OF A LARGE LUMBER SHED ON THE SIDE AND NEAR THE
 BW0774'FOOT OF A CLIFF.  A COPPER BOLT SET IN THE TOP OF A TILE ABOUT 3 FEET
 BW0774'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 BW0774'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.  NOTE-- THE VICINITY HAS
 BW0774'BEEN OCCUPIED BY A LARGE LUMBER YARD.  EITHER COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0773 ***********************************************************************
 BW0773  DESIGNATION -  132/B CAP
 BW0773  PID         -  BW0773
 BW0773  STATE/COUNTY-  MS/ADAMS
 BW0773  USGS QUAD   -  NATCHEZ (1976)
 BW0773
 BW0773                         *CURRENT SURVEY CONTROL
 BW0773  ___________________________________________________________________
 BW0773* NAD 83(1986)-  31 32 53.     (N)    091 25 28.     (W)     SCALED    
 BW0773* NAVD 88     -        33.43   (+/-2cm)     109.7    (feet)  VERTCON   
 BW0773  ___________________________________________________________________
 BW0773  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0773
 BW0773.The horizontal coordinates were scaled from a topographic map and have
 BW0773.an estimated accuracy of +/- 6 seconds.
 BW0773
 BW0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0773.The vertical order pertains to the NGVD 29 superseded value.
 BW0773
 BW0773.The geoid height was determined by GEOID03.
 BW0773
 BW0773;                    North         East    Units  Estimated Accuracy
 BW0773;SPC MS W     -   227,560.      596,400.      MT  (+/- 180 meters Scaled)
 BW0773
 BW0773                          SUPERSEDED SURVEY CONTROL
 BW0773
 BW0773  NGVD 29 (??/??/92)   33.430  (m)          109.68   (f) ADJ UNCH    1 2
 BW0773
 BW0773.Superseded values are not recommended for survey control.
 BW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0773.See file dsdata.txt to determine how the superseded data were derived.
 BW0773
 BW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ495914(NAD 83)
 BW0773_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0773
 BW0773  HISTORY     - Date     Condition        Report By
 BW0773  HISTORY     - UNK      MONUMENTED       USE
 BW0773  HISTORY     - 1950     MARK NOT FOUND   NGS
 BW0773
 BW0773                          STATION DESCRIPTION
 BW0773
 BW0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BW0773'1.MI SW FROM NATCHEZ.
 BW0773'ON THE EAST BANK OF MISSISSIPPI RIVER, 1 MILE SOUTHWEST OF THE FERRY
 BW0773'LANDING AT NATCHEZ, ADAMS COUNTY, 500 FEET FROM THE U.S. ENGINEERS
 BW0773'OFFICE, 138 FEET BACK OF THE RAILROAD, ON THE UPPER SIDE OF A WIDE
 BW0773'RAVINE (PART OF THE J.M. JONES LUMBER CO. PROPERTY), AND 50 FEET FROM
 BW0773'THE NORTHEAST CORNER OF A LARGE LUMBER SHED ON THE SIDE AND NEAR THE
 BW0773'FOOT OF A CLIFF.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY
 BW0773'STANDARD CAP.  NOTE-- THE VICINITY HAS BEEN OCCUPIED BY A LARGE LUMBER
 BW0773'YARD.  EITHER COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1019 ***********************************************************************
 BW1019  DESIGNATION -  135/1 BOLT
 BW1019  PID         -  BW1019
 BW1019  STATE/COUNTY-  MS/ADAMS
 BW1019  USGS QUAD   -  SIBLEY (1988)
 BW1019
 BW1019                         *CURRENT SURVEY CONTROL
 BW1019  ___________________________________________________________________
 BW1019* NAD 83(1986)-  31 26 48.     (N)    091 29 31.     (W)     SCALED    
 BW1019* NAVD 88     -        16.74   (+/-2cm)      54.9    (feet)  VERTCON   
 BW1019  ___________________________________________________________________
 BW1019  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BW1019  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1019
 BW1019.The horizontal coordinates were scaled from a topographic map and have
 BW1019.an estimated accuracy of +/- 6 seconds.
 BW1019
 BW1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1019.The vertical order pertains to the NGVD 29 superseded value.
 BW1019
 BW1019.The geoid height was determined by GEOID03.
 BW1019
 BW1019;                    North         East    Units  Estimated Accuracy
 BW1019;SPC MS W     -   216,380.      589,870.      MT  (+/- 180 meters Scaled)
 BW1019
 BW1019                          SUPERSEDED SURVEY CONTROL
 BW1019
 BW1019  NGVD 29 (??/??/92)   16.730  (m)           54.89   (f) ADJ UNCH    1 2
 BW1019
 BW1019.Superseded values are not recommended for survey control.
 BW1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1019.See file dsdata.txt to determine how the superseded data were derived.
 BW1019
 BW1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ433800(NAD 83)
 BW1019_MARKER: B = BOLT
 BW1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1019_SP_SET: TILE
 BW1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1019
 BW1019  HISTORY     - Date     Condition        Report By
 BW1019  HISTORY     - UNK      MONUMENTED       USE
 BW1019  HISTORY     - 1938     GOOD             NGS
 BW1019
 BW1019                          STATION DESCRIPTION
 BW1019
 BW1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1019'9 MI SW FROM NATCHEZ.
 BW1019'9 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW1019'MISSISSIPPI RIVER, 2 MILES SOUTHEAST OF FORD LANDING, IN A FIELD, 0.4
 BW1019'MILE ALONG A PROMINENT RIDGE BELOW A GROUP OF CABINS, 1700 FEET
 BW1019'SOUTHEAST OF HIGH-WATER GAGE 58, 415 FEET BACK OF A ROAD, 65 FEET
 BW1019'RIVERSIDE OF A DRY SLOUGH, AND 29 FEET DOWNSTREAM FROM AN OLD TURN
 BW1019'ROAD ON THE REAR SLOPE OF A RIDGE.  A COPPER BOLT, SET IN THE TOP OF A
 BW1019'TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BW1019'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1018 ***********************************************************************
 BW1018  DESIGNATION -  135/1 CAP
 BW1018  PID         -  BW1018
 BW1018  STATE/COUNTY-  MS/ADAMS
 BW1018  USGS QUAD   -  SIBLEY (1988)
 BW1018
 BW1018                         *CURRENT SURVEY CONTROL
 BW1018  ___________________________________________________________________
 BW1018* NAD 83(1986)-  31 26 48.     (N)    091 29 31.     (W)     SCALED    
 BW1018* NAVD 88     -        18.00   (+/-2cm)      59.1    (feet)  VERTCON   
 BW1018  ___________________________________________________________________
 BW1018  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BW1018  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1018
 BW1018.The horizontal coordinates were scaled from a topographic map and have
 BW1018.an estimated accuracy of +/- 6 seconds.
 BW1018
 BW1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1018.The vertical order pertains to the NGVD 29 superseded value.
 BW1018
 BW1018.The geoid height was determined by GEOID03.
 BW1018
 BW1018;                    North         East    Units  Estimated Accuracy
 BW1018;SPC MS W     -   216,380.      589,870.      MT  (+/- 180 meters Scaled)
 BW1018
 BW1018                          SUPERSEDED SURVEY CONTROL
 BW1018
 BW1018  NGVD 29 (??/??/92)   17.992  (m)           59.03   (f) ADJ UNCH    1 2
 BW1018
 BW1018.Superseded values are not recommended for survey control.
 BW1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1018.See file dsdata.txt to determine how the superseded data were derived.
 BW1018
 BW1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ433800(NAD 83)
 BW1018_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1018
 BW1018  HISTORY     - Date     Condition        Report By
 BW1018  HISTORY     - UNK      MONUMENTED       USE
 BW1018  HISTORY     - 1938     GOOD             NGS
 BW1018
 BW1018                          STATION DESCRIPTION
 BW1018
 BW1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1018'9 MI SW FROM NATCHEZ.
 BW1018'9 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW1018'MISSISSIPPI RIVER, 2 MILES SOUTHEAST OF FORD LANDING, IN A FIELD, 0.4
 BW1018'MILE ALONG A PROMINENT RIDGE BELOW A GROUP OF CABINS, 1700 FEET
 BW1018'SOUTHEAST OF HIGH-WATER GAGE 58, 415 FEET BACK OF A ROAD, 65 FEET
 BW1018'RIVERSIDE OF A DRY SLOUGH, AND 29 FEET DOWNSTREAM FROM AN OLD TURN
 BW1018'ROAD ON THE REAR SLOPE OF A RIDGE.  A COPPER BOLT, SET IN THE TOP OF A
 BW1018'TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BW1018'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8574 ***********************************************************************
 DJ8574  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8574  DESIGNATION -  1350 M
 DJ8574  PID         -  DJ8574
 DJ8574  STATE/COUNTY-  MS/LEFLORE
 DJ8574  USGS QUAD   -  SHELLMOUND (1983)
 DJ8574
 DJ8574                         *CURRENT SURVEY CONTROL
 DJ8574  ___________________________________________________________________
 DJ8574* NAD 83(2007)-  33 31 33.53871(N)    090 17 01.48418(W)     ADJUSTED  
 DJ8574* NAVD 88     -        39.40   (meters)     129.3    (feet)  GPS OBS   
 DJ8574  ___________________________________________________________________
 DJ8574  EPOCH DATE  -        2002.00
 DJ8574  X           -     -26,358.430 (meters)                     COMP
 DJ8574  Y           -  -5,322,424.022 (meters)                     COMP
 DJ8574  Z           -   3,502,744.273 (meters)                     COMP
 DJ8574  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DJ8574  ELLIP HEIGHT-          13.034 (meters)          (02/15/08) ADJUSTED
 DJ8574  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DJ8574  HORZ ORDER  -  B
 DJ8574  ELLP ORDER  -  FOURTH    CLASS II
 DJ8574
 DJ8574.The horizontal coordinates were established by GPS observations
 DJ8574.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8574
 DJ8574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8574.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8574.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8574.The epoch date for horizontal control is a decimal equivalence
 DJ8574.of Year/Month/Day.
 DJ8574
 DJ8574.The orthometric height was determined by GPS observations and a
 DJ8574.high-resolution geoid model.
 DJ8574.The orthometric height was determined by GPS observations and a
 DJ8574.high-resolution geoid model using precise GPS observation and
 DJ8574.processing techniques.
 DJ8574
 DJ8574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8574
 DJ8574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8574
 DJ8574.The ellipsoidal height was determined by GPS observations
 DJ8574.and is referenced to NAD 83.
 DJ8574
 DJ8574.The geoid height was determined by GEOID03.
 DJ8574
 DJ8574;                    North         East     Units Scale Factor Converg.
 DJ8574;SPC MS W     -   446,373.872   704,606.211   MT  0.99995026   +0 01 38.6
 DJ8574;SPC MS W     - 1,464,478.28  2,311,695.54   sFT  0.99995026   +0 01 38.6
 DJ8574;UTM  15      - 3,712,904.032   752,262.035   MT  1.00038461   +1 30 03.7
 DJ8574
 DJ8574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8574!SPC MS W     -   0.99999795  x   0.99995026  =   0.99994821
 DJ8574!UTM  15      -   0.99999795  x   1.00038461  =   1.00038256
 DJ8574
 DJ8574                          SUPERSEDED SURVEY CONTROL
 DJ8574
 DJ8574.No superseded survey control is available for this station.
 DJ8574
 DJ8574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5226212904(NAD 83)
 DJ8574_MARKER: DQ = CALIBRATION BASE LINE DISK
 DJ8574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8574_STAMPING: 1350 M 1997
 DJ8574_MARK LOGO: NGS   
 DJ8574_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8574+STABILITY: SURFACE MOTION
 DJ8574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8574+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DJ8574
 DJ8574  HISTORY     - Date     Condition        Report By
 DJ8574  HISTORY     - 1997     MONUMENTED       NOAA
 DJ8574
 DJ8574                          STATION DESCRIPTION
 DJ8574
 DJ8574'DESCRIBED BY NATNL OCEANIC AND ATMOSPHERIC ADMIN 1997
 DJ8574'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND US HIGHWAY 49 EAST
 DJ8574'IN GREENWOOD PROCEED WESTERLY ALONG US HIGHWAY 82 2.55 MI (4.1 KM) TO
 DJ8574'THE MARK ON THE RIGHT.  THE MARK IS 73.2 FT (22.3 M) NORTH OF THE
 DJ8574'CENTER OF THE WEST BOUND LANES OF US HIGHWAY 82, 13.6 FT (4.1 M) NORTH
 DJ8574'OF THE CENTER OF THE NORTH FRONTAGE ROAD AND 426.8 FT (130.1 M) EAST
 DJ8574'OF THE INTERSECTION OF THE NORTH FRONTAGE ROAD (OLD HIGHWAY 82) AND A
 DJ8574'115 KV POWER LINE,
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0656 ***********************************************************************
 DK0656  DESIGNATION -  143.4 USGS
 DK0656  PID         -  DK0656
 DK0656  STATE/COUNTY-  MS/BOLIVAR
 DK0656  USGS QUAD   -  CLEVELAND (1966)
 DK0656
 DK0656                         *CURRENT SURVEY CONTROL
 DK0656  ___________________________________________________________________
 DK0656* NAD 83(1986)-  33 44 51.     (N)    090 43 17.     (W)     SCALED    
 DK0656* NAVD 88     -        43.654  (meters)     143.22   (feet)  ADJUSTED  
 DK0656  ___________________________________________________________________
 DK0656  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0656  DYNAMIC HT  -          43.610 (meters)     143.08  (feet)  COMP
 DK0656  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 DK0656
 DK0656  VERT ORDER  -  SECOND    CLASS 0
 DK0656
 DK0656.The horizontal coordinates were scaled from a topographic map and have
 DK0656.an estimated accuracy of +/- 6 seconds.
 DK0656
 DK0656.The orthometric height was determined by differential leveling
 DK0656.and adjusted in June 1991.
 DK0656
 DK0656.The geoid height was determined by GEOID03.
 DK0656
 DK0656.The dynamic height is computed by dividing the NAVD 88
 DK0656.geopotential number by the normal gravity value computed on the
 DK0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0656.degrees latitude (g = 980.6199 gals.).
 DK0656
 DK0656.The modeled gravity was interpolated from observed gravity values.
 DK0656
 DK0656;                    North         East    Units  Estimated Accuracy
 DK0656;SPC MS W     -   471,010.      664,050.      MT  (+/- 180 meters Scaled)
 DK0656
 DK0656                          SUPERSEDED SURVEY CONTROL
 DK0656
 DK0656  NGVD 29 (??/??/??)   43.766  (m)          143.59   (f) ADJUSTED    2 0
 DK0656
 DK0656.Superseded values are not recommended for survey control.
 DK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0656.See file dsdata.txt to determine how the superseded data were derived.
 DK0656
 DK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT110364(NAD 83)
 DK0656_MARKER: Q = CHISELED SQUARE
 DK0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0656_SP_SET: FOUNDATION
 DK0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0656
 DK0656  HISTORY     - Date     Condition        Report By
 DK0656  HISTORY     - UNK      MONUMENTED       USGS
 DK0656  HISTORY     - 1957     MARK NOT FOUND   CGS
 DK0656
 DK0656                          STATION DESCRIPTION
 DK0656
 DK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0656'IN CLEVELAND.
 DK0656'AT CLEVELAND, BOLIVAR COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, AT THE
 DK0656'CROSSING OF THE SUNFLOWER ROAD, WEST OF THE TRACK, AT THE CROSSING
 DK0656'SIGN, AND ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 DK0656'FOUNDATION, PAINTED BM 143.4.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0020 ***********************************************************************
 DK0020  DESIGNATION -  144.992 TDC
 DK0020  PID         -  DK0020
 DK0020  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0020  USGS QUAD   -  GLENDORA (1983)
 DK0020
 DK0020                         *CURRENT SURVEY CONTROL
 DK0020  ___________________________________________________________________
 DK0020* NAD 83(1986)-  33 50 33.     (N)    090 17 47.     (W)     SCALED    
 DK0020* NAVD 88     -        44.112  (meters)     144.72   (feet)  POSTED    
 DK0020  ___________________________________________________________________
 DK0020  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0020  DYNAMIC HT  -          44.070 (meters)     144.59  (feet)  COMP
 DK0020  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 DK0020
 DK0020  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DK0020
 DK0020.The horizontal coordinates were scaled from a topographic map and have
 DK0020.an estimated accuracy of +/- 6 seconds.
 DK0020
 DK0020.The orthometric height was determined by differential leveling
 DK0020.and adjusted by the  in 1992.
 DK0020.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DK0020.rate of 1.1 thru 2.0 mm/km.
 DK0020
 DK0020.The geoid height was determined by GEOID03.
 DK0020
 DK0020.The dynamic height is computed by dividing the NAVD 88
 DK0020.geopotential number by the normal gravity value computed on the
 DK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0020.degrees latitude (g = 980.6199 gals.).
 DK0020
 DK0020.The modeled gravity was interpolated from observed gravity values.
 DK0020
 DK0020;                    North         East    Units  Estimated Accuracy
 DK0020;SPC MS W     -   481,480.      703,420.      MT  (+/- 180 meters Scaled)
 DK0020
 DK0020                          SUPERSEDED SURVEY CONTROL
 DK0020
 DK0020  NGVD 29 (??/??/??)   44.203  (m)          145.02   (f) ADJUSTED    1 2
 DK0020
 DK0020.Superseded values are not recommended for survey control.
 DK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0020.See file dsdata.txt to determine how the superseded data were derived.
 DK0020
 DK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT501479(NAD 83)
 DK0020_MARKER: P = PIPE CAP
 DK0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0020
 DK0020  HISTORY     - Date     Condition        Report By
 DK0020  HISTORY     - UNK      MONUMENTED       LOCENG
 DK0020  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0020
 DK0020                          STATION DESCRIPTION
 DK0020
 DK0020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0020'1.0 MI N FROM GLENDORA.
 DK0020'THE MARK IS LOCATED 1.0 MILE NORTH ALONG THE YAZOO AND MISSISSIPPI
 DK0020'VALLEY RAILROAD FROM THE STATION AT GLENDORA, TALLAHATCHIE COUNTY, AT
 DK0020'MILEPOST J 123 M 108, AT THE EDGE OF A CULTIVATED FIELD, AND 24 FEET
 DK0020'EAST OF THE EAST RAIL.  A TALLAHATCHIE DRAINAGE COMMISSION CAP,
 DK0020'RIVETED ON THE TOP OF A 3 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1358 ***********************************************************************
 BW1358  DESIGNATION -  144/A BOLT
 BW1358  PID         -  BW1358
 BW1358  STATE/COUNTY-  MS/ADAMS
 BW1358  USGS QUAD   -  LAKE MARY (1965)
 BW1358
 BW1358                         *CURRENT SURVEY CONTROL
 BW1358  ___________________________________________________________________
 BW1358* NAD 83(1986)-  31 12 21.     (N)    091 35 15.     (W)     SCALED    
 BW1358* NAVD 88     -        16.11   (+/-2cm)      52.9    (feet)  VERTCON   
 BW1358  ___________________________________________________________________
 BW1358  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BW1358  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1358
 BW1358.The horizontal coordinates were scaled from a topographic map and have
 BW1358.an estimated accuracy of +/- 6 seconds.
 BW1358
 BW1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1358.The vertical order pertains to the NGVD 29 superseded value.
 BW1358
 BW1358.The geoid height was determined by GEOID03.
 BW1358
 BW1358;                    North         East    Units  Estimated Accuracy
 BW1358;SPC MS W     -   189,770.      580,480.      MT  (+/- 180 meters Scaled)
 BW1358
 BW1358                          SUPERSEDED SURVEY CONTROL
 BW1358
 BW1358  NGVD 29 (??/??/92)   16.085  (m)           52.77   (f) ADJ UNCH    1 2
 BW1358
 BW1358.Superseded values are not recommended for survey control.
 BW1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1358.See file dsdata.txt to determine how the superseded data were derived.
 BW1358
 BW1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ345532(NAD 83)
 BW1358_MARKER: B = BOLT
 BW1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1358_SP_SET: TILE
 BW1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1358
 BW1358  HISTORY     - Date     Condition        Report By
 BW1358  HISTORY     - UNK      MONUMENTED       DOD
 BW1358  HISTORY     - 1938     GOOD             NGS
 BW1358
 BW1358                          STATION DESCRIPTION
 BW1358
 BW1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1358'8.5 MI NW FROM FORT ADAMS.
 BW1358'IN ADAMS COUNTY, 8-1/2 MILES NORTHWEST OF FORT ADAMS, WILKINSON
 BW1358'COUNTY, ON THE EAST BANK OF MISSISSIPPI RIVER, 1/4 MILE NORTHEAST OF
 BW1358'PANDELLA LANDING, 1400 FEET FROM THE BANK OF THE RIVER, 46 FEET
 BW1358'NORTHWEST OF THE BANK OF THE NARROWS, 215 FEET SOUTH OF A HOUSE, 8
 BW1358'FEET EAST OF A LARGE GATE, AND 6 FEET NORTH OF AN EAST-AND-WEST FENCE
 BW1358'ON THE NORTH SIDE OF THE ROAD RUNNING ALONG THE BANK OF THE NARROWS. A
 BW1358'COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDERGROUND, ACCESS
 BW1358'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.
 BW1358'S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1357 ***********************************************************************
 BW1357  DESIGNATION -  144/A CAP
 BW1357  PID         -  BW1357
 BW1357  STATE/COUNTY-  MS/ADAMS
 BW1357  USGS QUAD   -  LAKE MARY (1965)
 BW1357
 BW1357                         *CURRENT SURVEY CONTROL
 BW1357  ___________________________________________________________________
 BW1357* NAD 83(1986)-  31 12 21.     (N)    091 35 15.     (W)     SCALED    
 BW1357* NAVD 88     -        17.33   (+/-2cm)      56.9    (feet)  VERTCON   
 BW1357  ___________________________________________________________________
 BW1357  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BW1357  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1357
 BW1357.The horizontal coordinates were scaled from a topographic map and have
 BW1357.an estimated accuracy of +/- 6 seconds.
 BW1357
 BW1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1357.The vertical order pertains to the NGVD 29 superseded value.
 BW1357
 BW1357.The geoid height was determined by GEOID03.
 BW1357
 BW1357;                    North         East    Units  Estimated Accuracy
 BW1357;SPC MS W     -   189,770.      580,480.      MT  (+/- 180 meters Scaled)
 BW1357
 BW1357                          SUPERSEDED SURVEY CONTROL
 BW1357
 BW1357  NGVD 29 (??/??/92)   17.312  (m)           56.80   (f) ADJ UNCH    1 2
 BW1357
 BW1357.Superseded values are not recommended for survey control.
 BW1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1357.See file dsdata.txt to determine how the superseded data were derived.
 BW1357
 BW1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ345532(NAD 83)
 BW1357_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1357
 BW1357  HISTORY     - Date     Condition        Report By
 BW1357  HISTORY     - UNK      MONUMENTED       DOD
 BW1357  HISTORY     - 1938     GOOD             NGS
 BW1357
 BW1357                          STATION DESCRIPTION
 BW1357
 BW1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1357'8.5 MI NW FROM FORT ADAMS.
 BW1357'IN ADAMS COUNTY, 8-1/2 MILES NORTHWEST OF FORT ADAMS, WILKINSON
 BW1357'COUNTY, ON THE EAST BANK OF MISSISSIPPI RIVER, 1/4 MILE NORTHEAST OF
 BW1357'PANDELLA LANDING, 1400 FEET FROM THE BANK OF THE RIVER, 46 FEET
 BW1357'NORTHWEST OF THE BANK OF THE NARROWS, 215 FEET SOUTH OF A HOUSE, 8
 BW1357'FEET EAST OF A LARGE GATE, AND 6 FEET NORTH OF AN EAST-AND-WEST FENCE
 BW1357'ON THE NORTH SIDE OF THE ROAD RUNNING ALONG THE BANK OF THE NARROWS.
 BW1357'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1375 ***********************************************************************
 BW1375  DESIGNATION -  146/1 BOLT
 BW1375  PID         -  BW1375
 BW1375  STATE/COUNTY-  MS/WILKINSON
 BW1375  USGS QUAD   -  FORT ADAMS (1965)
 BW1375
 BW1375                         *CURRENT SURVEY CONTROL
 BW1375  ___________________________________________________________________
 BW1375* NAD 83(1986)-  31 05 46.     (N)    091 34 25.     (W)     SCALED    
 BW1375* NAVD 88     -        13.92   (+/-2cm)      45.7    (feet)  VERTCON   
 BW1375  ___________________________________________________________________
 BW1375  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1375  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1375
 BW1375.The horizontal coordinates were scaled from a topographic map and have
 BW1375.an estimated accuracy of +/- 6 seconds.
 BW1375
 BW1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1375.The vertical order pertains to the NGVD 29 superseded value.
 BW1375
 BW1375.The geoid height was determined by GEOID03.
 BW1375
 BW1375;                    North         East    Units  Estimated Accuracy
 BW1375;SPC MS W     -   177,590.      581,670.      MT  (+/- 180 meters Scaled)
 BW1375
 BW1375                          SUPERSEDED SURVEY CONTROL
 BW1375
 BW1375  NGVD 29 (??/??/92)   13.89   (m)           45.6    (f) COMPUTED    1 2
 BW1375
 BW1375.Superseded values are not recommended for survey control.
 BW1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1375.See file dsdata.txt to determine how the superseded data were derived.
 BW1375
 BW1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ360411(NAD 83)
 BW1375_MARKER: B = BOLT
 BW1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1375_SP_SET: STONE
 BW1375_STAMPING: 146/1
 BW1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1375+STABILITY: SURFACE MOTION
 BW1375
 BW1375  HISTORY     - Date     Condition        Report By
 BW1375  HISTORY     - UNK      MONUMENTED       DOD
 BW1375  HISTORY     - 1938     GOOD             NGS
 BW1375
 BW1375                          STATION DESCRIPTION
 BW1375
 BW1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1375'2 MI W FROM FORT ADAMS.
 BW1375'2 MILES WEST ALONG A ROAD FROM FORT ADAMS, WILKINSON COUNTY, 984 FEET
 BW1375'NORTHWEST OF THE BRIDGE OVER BUFFALO RIVER, 755 FEET NORTHWEST OF THE
 BW1375'NEAREST POINT OF BUFFALO RIVER, AND 7 FEET WEST OF THE ROAD.  A COPPER
 BW1375'BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 BW1375'WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U. S.
 BW1375'ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1374 ***********************************************************************
 BW1374  DESIGNATION -  146/1 CAP
 BW1374  PID         -  BW1374
 BW1374  STATE/COUNTY-  MS/WILKINSON
 BW1374  USGS QUAD   -  FORT ADAMS (1965)
 BW1374
 BW1374                         *CURRENT SURVEY CONTROL
 BW1374  ___________________________________________________________________
 BW1374* NAD 83(1986)-  31 05 46.     (N)    091 34 25.     (W)     SCALED    
 BW1374* NAVD 88     -        15.16   (+/-2cm)      49.7    (feet)  VERTCON   
 BW1374  ___________________________________________________________________
 BW1374  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1374  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1374
 BW1374.The horizontal coordinates were scaled from a topographic map and have
 BW1374.an estimated accuracy of +/- 6 seconds.
 BW1374
 BW1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1374.The vertical order pertains to the NGVD 29 superseded value.
 BW1374
 BW1374.The geoid height was determined by GEOID03.
 BW1374
 BW1374;                    North         East    Units  Estimated Accuracy
 BW1374;SPC MS W     -   177,590.      581,670.      MT  (+/- 180 meters Scaled)
 BW1374
 BW1374                          SUPERSEDED SURVEY CONTROL
 BW1374
 BW1374  NGVD 29 (??/??/92)   15.136  (m)           49.66   (f) ADJ UNCH    1 2
 BW1374
 BW1374.Superseded values are not recommended for survey control.
 BW1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1374.See file dsdata.txt to determine how the superseded data were derived.
 BW1374
 BW1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ360411(NAD 83)
 BW1374_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1374_STAMPING: 146/1
 BW1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1374
 BW1374  HISTORY     - Date     Condition        Report By
 BW1374  HISTORY     - UNK      MONUMENTED       DOD
 BW1374  HISTORY     - 1938     GOOD             NGS
 BW1374
 BW1374                          STATION DESCRIPTION
 BW1374
 BW1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1374'2 MI W FROM FORT ADAMS.
 BW1374'2 MILES WEST ALONG A ROAD FROM FORT ADAMS, WILKINSON COUNTY, 984 FEET
 BW1374'NORTHWEST OF THE BRIDGE OVER BUFFALO RIVER, 755 FEET NORTHWEST OF THE
 BW1374'NEAREST POINT OF BUFFALO RIVER, AND 7 FEET WEST OF THE ROAD.  AN IRON
 BW1374'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1816 ***********************************************************************
 EG1816  DESIGNATION -  15 43
 EG1816  PID         -  EG1816
 EG1816  STATE/COUNTY-  MS/PANOLA
 EG1816  USGS QUAD   -  SARDIS (1982)
 EG1816
 EG1816                         *CURRENT SURVEY CONTROL
 EG1816  ___________________________________________________________________
 EG1816* NAD 83(1993)-  34 23 27.89957(N)    089 55 41.69315(W)     ADJUSTED  
 EG1816* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 EG1816  ___________________________________________________________________
 EG1816  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EG1816  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EG1816  HORZ ORDER  -  SECOND
 EG1816
 EG1816.The horizontal coordinates were established by classical geodetic methods
 EG1816.and adjusted by the National Geodetic Survey in May 1994.
 EG1816
 EG1816.The orthometric height was scaled from a topographic map.
 EG1816
 EG1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1816
 EG1816.The geoid height was determined by GEOID03.
 EG1816
 EG1816;                    North         East     Units Scale Factor Converg.
 EG1816;SPC MS W     -   542,400.693   737,249.588   MT  0.99996710   +0 13 43.7
 EG1816;SPC MS W     - 1,779,526.27  2,418,793.02   sFT  0.99996710   +0 13 43.7
 EG1816;UTM  16      - 3,809,407.689   230,785.442   MT  1.00049346   -1 39 17.9
 EG1816;UTM  15      - 3,809,798.374   782,412.378   MT  1.00058322   +1 44 10.3
 EG1816
 EG1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1816!SPC MS W     -   0.99998850  x   0.99996710  =   0.99995560
 EG1816!UTM  16      -   0.99998850  x   1.00049346  =   1.00048196
 EG1816!UTM  15      -   0.99998850  x   1.00058322  =   1.00057171
 EG1816
 EG1816                          SUPERSEDED SURVEY CONTROL
 EG1816
 EG1816  NAD 83(1986)-  34 23 27.91019(N)    089 55 41.69159(W) AD(       ) 2
 EG1816  NAD 27      -  34 23 27.52000(N)    089 55 41.36600(W) AD(       ) 2
 EG1816
 EG1816.Superseded values are not recommended for survey control.
 EG1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1816.See file dsdata.txt to determine how the superseded data were derived.
 EG1816
 EG1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3078509408(NAD 83)
 EG1816_MARKER: DD = SURVEY DISK
 EG1816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EG1816
 EG1816  HISTORY     - Date     Condition        Report By
 EG1816  HISTORY     - 1956     MONUMENTED       USE
 EG1816  HISTORY     - 1966     GOOD             MSHD
 EG1816  HISTORY     - 20080414 MARK NOT FOUND   MSDOT
 EG1816
 EG1816                          STATION DESCRIPTION
 EG1816
 EG1816'DESCRIBED BY US ENGINEERS 1956 (FAR)
 EG1816'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF SARDIS, 0.25 MILE SOUTH
 EG1816'OF A CROSSROAD WITH A
 EG1816'DRIVE-IN THEATRE IN THE NORTHWEST ANGLE AND ON THE
 EG1816'EAST RIGHT-OF-WAY OF U S HIGHWAY
 EG1816'51.  IT IS IN SECTION 15, T 8 S, R 7 W.
 EG1816'
 EG1816'THE MARK IS A U S ENGINEER DEPT, VICKSBURG DIST BENCH MARK BOLTED IN
 EG1816'THE TOP OF A 1.5
 EG1816'INCH IRON PIPE WHICH PROJECTS 1 FOOT.  IT IS 49 FEET
 EG1816'NORTH OF THE CENTER OF A PRIVATE
 EG1816'DRIVEWAY, 45.7 FEET EAST OF THE
 EG1816'CENTER LINE OF U S HIGHWAY 51 AND 2 FEET WEST OF A
 EG1816'POWER POLE.  THE
 EG1816'DISK IS STAMPED 15-43.
 EG1816'
 EG1816'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHOW,
 EG1816'DISTANCE BEING
 EG1816'207.54 FEET (63.257 METERS) NORTH OF THE TRIANGULATION STATION.
 EG1816
 EG1816                          STATION RECOVERY (1966)
 EG1816
 EG1816'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1816'THE STATION WAS VISITED 11-1-66 AND THE STATION WAS FOUND IN GOOD
 EG1816'CONDITION.
 EG1816'
 EG1816'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF SARDIS, 5 MILES NORTH
 EG1816'OF BATESVILLE, 0.25
 EG1816'MILE SOUTH OF A CROSSROADS WITH A DRIVE-IN THEATER
 EG1816'IN THE NORTHWEST ANGLE AND ON THE
 EG1816'EAST RIGHT-OF-WAY OF U S HIGHWAY
 EG1816'51.  IT IS IN SECTION 15, T8S, AND R7W.
 EG1816'
 EG1816'TO REACH FROM THE U S POST OFFICE IN SARDIS GO NORTH ON MAIN STREET
 EG1816'FOR 0.1 MILE TO THE
 EG1816'INTERSECTION OF MISSISSIPPI HIGHWAY 315, TURN LEFT (WEST)
 EG1816'AND CONTINUE ON HIGHWAY 315
 EG1816'FOR 0.6 MILE TO THE INTERSECTION OF U S
 EG1816'HIGHWAY 51, TURN LEFT (SOUTH) AND CONTINUE ON
 EG1816'HIGHWAY 51 FOR 3.1 MILE
 EG1816'TO A CROSSROADS, CONTINUE (SOUTH) ON HIGHWAY 51 FOR 0.2 MILE TO
 EG1816'A DRIVEWAY
 EG1816'LEADING TO A BRICKSIDING HOUSE, AND THE MARK ON THE LEFT AS
 EG1816'DESCRIBED.
 EG1816'
 EG1816'THE STATION DISK IS STAMPED Q-15-43, 83 FEET NORTHWEST OF THE
 EG1816'NORTHWEST CORNER OF THE
 EG1816'HOUSE, 40 FEET NORTHWEST OF A 24 INCH OAK, 17 FEET SOUTHWEST
 EG1816'OF A TWIN OAK, AND 2 FEET
 EG1816'WEST OF A POWER POLE WITH A GUIDE WIRE ON
 EG1816'IT.  THE MARK IS A 1.5 INCH PIPE WITH A USE
 EG1816'CAP IN THE TOP PROJECTING
 EG1816'1 FOOT.
 EG1816
 EG1816                          STATION RECOVERY (2008)
 EG1816
 EG1816'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1816'THE MARK DESCRIBED VARIOUSLY AS Q 15 43, BM 15 43, AND RM 3 IS
 EG1816'APPARENTLY DESTROYED. THE HOUSE, POWER POLE, AND HIGHWAY IT WAS
 EG1816'DESCRIBED FROM STILL EXIST. THE MARK PROJECTED 1.0 FOOT ABOVE GROUND
 EG1816'AND WAS A 1.5 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1222 ***********************************************************************
 BV1222  DESIGNATION -  15 CWH
 BV1222  PID         -  BV1222
 BV1222  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1222  USGS QUAD   -  PRENTISS EAST (1970)
 BV1222
 BV1222                         *CURRENT SURVEY CONTROL
 BV1222  ___________________________________________________________________
 BV1222* NAD 83(1986)-  31 37 26.     (N)    089 50 12.     (W)     SCALED    
 BV1222* NAVD 88     -       112.126  (meters)     367.87   (feet)  ADJUSTED  
 BV1222  ___________________________________________________________________
 BV1222  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1222  DYNAMIC HT  -         111.992 (meters)     367.43  (feet)  COMP
 BV1222  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 BV1222
 BV1222  VERT ORDER  -  SECOND    CLASS II
 BV1222
 BV1222.The horizontal coordinates were scaled from a topographic map and have
 BV1222.an estimated accuracy of +/- 6 seconds.
 BV1222
 BV1222.The orthometric height was determined by differential leveling
 BV1222.and adjusted in May 1996.
 BV1222
 BV1222.The geoid height was determined by GEOID03.
 BV1222
 BV1222.The dynamic height is computed by dividing the NAVD 88
 BV1222.geopotential number by the normal gravity value computed on the
 BV1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1222.degrees latitude (g = 980.6199 gals.).
 BV1222
 BV1222.The modeled gravity was interpolated from observed gravity values.
 BV1222
 BV1222;                    North         East    Units  Estimated Accuracy
 BV1222;SPC MS W     -   235,550.      747,120.      MT  (+/- 180 meters Scaled)
 BV1222
 BV1222                          SUPERSEDED SURVEY CONTROL
 BV1222
 BV1222  NGVD 29 (??/??/92)  112.115  (m)          367.83   (f) ADJ UNCH    2 2
 BV1222
 BV1222.Superseded values are not recommended for survey control.
 BV1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1222.See file dsdata.txt to determine how the superseded data were derived.
 BV1222
 BV1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA309022(NAD 83)
 BV1222_MARKER: DD = SURVEY DISK
 BV1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1222_SP_SET: CULVERT
 BV1222_STAMPING: 15 CWH 1969
 BV1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1222
 BV1222  HISTORY     - Date     Condition        Report By
 BV1222  HISTORY     - 1969     MONUMENTED       USGS
 BV1222  HISTORY     - 1975     GOOD             MSHD
 BV1222  HISTORY     - 1975     GOOD             MSHD
 BV1222
 BV1222                          STATION DESCRIPTION
 BV1222
 BV1222'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1222'2.4 MI NE FROM PRENTISS.
 BV1222'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF THE CENTER OF PRENTISS IN
 BV1222'THE EAST END OF THE NORTH HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT
 BV1222'IN THE NORTHEAST ANGLE OF A CROSSROAD IN THE NORTHWEST 1/4 OF SECTION
 BV1222'32, T 8N, R 18W.  IT IS 24 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84,
 BV1222'87 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 1 FOOT SOUTHWEST OF A
 BV1222'METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 BV1222'HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT AND IS ABOUT 5 FEET BELOW
 BV1222'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 BV1222'PRENTISS GO NORTHEAST ON COLUMBUS AVENUE FOR 0.65 MILE TO THE JUNCTION
 BV1222'OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84.  CONTINUE NORTHEAST ON U.S.
 BV1222'HIGHWAY 84 FOR 1.8 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
 BV1222
 BV1222                          STATION RECOVERY (1975)
 BV1222
 BV1222'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1222'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF THE CENTER OF PRENTISS IN
 BV1222'THE EAST END OF THE NORTH HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT
 BV1222'IN THE NORTHEAST ANGLE OF A CROSSROAD IN THE NORTHWEST 1/4 OF SECTION
 BV1222'32, T 8N, R 18W.  IT IS 24 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84,
 BV1222'87 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 1 FOOT SOUTHWEST OF A
 BV1222'METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 BV1222'HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT AND IS ABOUT 5 FEET BELOW
 BV1222'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 BV1222'PRENTISS GO NORTHEAST ON COLUMBUS AVENUE FOR 0.65 MILE TO THE JUNCTION
 BV1222'OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84.  CONTINUE NORTHEAST ON U.S.
 BV1222'HIGHWAY 84 FOR 1.8 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1230 ***********************************************************************
 DJ1230  DESIGNATION -  15 DWE
 DJ1230  PID         -  DJ1230
 DJ1230  STATE/COUNTY-  MS/WEBSTER
 DJ1230  USGS QUAD   -  TOMNOLEN (1966)
 DJ1230
 DJ1230                         *CURRENT SURVEY CONTROL
 DJ1230  ___________________________________________________________________
 DJ1230* NAD 83(1986)-  33 29 12.     (N)    089 21 18.     (W)     SCALED    
 DJ1230* NAVD 88     -       105.033  (meters)     344.60   (feet)  ADJUSTED  
 DJ1230  ___________________________________________________________________
 DJ1230  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DJ1230  DYNAMIC HT  -         104.919 (meters)     344.22  (feet)  COMP
 DJ1230  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 DJ1230
 DJ1230  VERT ORDER  -  SECOND    CLASS 0
 DJ1230
 DJ1230.The horizontal coordinates were scaled from a topographic map and have
 DJ1230.an estimated accuracy of +/- 6 seconds.
 DJ1230
 DJ1230.The orthometric height was determined by differential leveling
 DJ1230.and adjusted in June 1991.
 DJ1230
 DJ1230.The geoid height was determined by GEOID03.
 DJ1230
 DJ1230.The dynamic height is computed by dividing the NAVD 88
 DJ1230.geopotential number by the normal gravity value computed on the
 DJ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1230.degrees latitude (g = 980.6199 gals.).
 DJ1230
 DJ1230.The modeled gravity was interpolated from observed gravity values.
 DJ1230
 DJ1230;                    North         East    Units  Estimated Accuracy
 DJ1230;SPC MS E     -   442,130.      251,520.      MT  (+/- 180 meters Scaled)
 DJ1230
 DJ1230                          SUPERSEDED SURVEY CONTROL
 DJ1230
 DJ1230  NGVD 29 (??/??/92)  104.984  (m)          344.44   (f) ADJ UNCH    2 0
 DJ1230
 DJ1230.Superseded values are not recommended for survey control.
 DJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1230.See file dsdata.txt to determine how the superseded data were derived.
 DJ1230
 DJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC811077(NAD 83)
 DJ1230_MARKER: DD = SURVEY DISK
 DJ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1230_STAMPING: 15 DWE 1963
 DJ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1230+STABILITY: SURFACE MOTION
 DJ1230
 DJ1230  HISTORY     - Date     Condition        Report By
 DJ1230  HISTORY     - 1963     MONUMENTED       USGS
 DJ1230  HISTORY     - 1965     GOOD             MSHD
 DJ1230
 DJ1230                          STATION DESCRIPTION
 DJ1230
 DJ1230'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1230'6.7 MI W FROM EUPORA.
 DJ1230'LOCATED 6.7 MILES WEST OF EUPORA AND 0.3 MILES EAST OF TOMNOLEN ON
 DJ1230'RAILROAD RIGHT-OF-WAY.  TO REACH FROM THE DEPOT IN EUPORA GO WEST ON
 DJ1230'U.S. 82 FOR 3.4 MILES TO A CROSSROADS AND A STORE ON THE RIGHT,
 DJ1230'CONTINUE WEST ON U.S. 82 FOR 3.3 MILES TO A GRAVEL DRIVEWAY ON THE
 DJ1230'LEFT, CROSSING THE RAILROAD TRACK AND LEADING TO A WHITE FRAME HOUSE.
 DJ1230'THE MARK IS A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 DJ1230'AND PROJECTS 2 INCHES.  IT IS 150 FEET SOUTH OF CENTERLINE OF U.S. 82,
 DJ1230'33 FEET WEST OF CENTERLINE OF DRIVEWAY, 27.3 FEET NORTH OF NORTH RAIL,
 DJ1230'AND 1.2 FEET NORTH OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0789 ***********************************************************************
 DK0789  DESIGNATION -  15 M CAP
 DK0789  PID         -  DK0789
 DK0789  STATE/COUNTY-  MS/BOLIVAR
 DK0789  USGS QUAD   -  ROSEDALE (1972)
 DK0789
 DK0789                         *CURRENT SURVEY CONTROL
 DK0789  ___________________________________________________________________
 DK0789* NAD 83(1986)-  33 49 57.     (N)    091 00 53.     (W)     SCALED    
 DK0789* NAVD 88     -        45.36   (+/-2cm)     148.8    (feet)  VERTCON   
 DK0789  ___________________________________________________________________
 DK0789  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0789  VERT ORDER  -  ? (See Below)
 DK0789
 DK0789.The horizontal coordinates were scaled from a topographic map and have
 DK0789.an estimated accuracy of +/- 6 seconds.
 DK0789
 DK0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0789.The vertical order pertains to the NGVD 29 superseded value.
 DK0789
 DK0789.The geoid height was determined by GEOID03.
 DK0789
 DK0789;                    North         East    Units  Estimated Accuracy
 DK0789;SPC MS W     -   480,580.      636,930.      MT  (+/- 180 meters Scaled)
 DK0789
 DK0789                          SUPERSEDED SURVEY CONTROL
 DK0789
 DK0789  NGVD 29 (??/??/??)   45.433  (m)          149.06   (f) ADJUSTED    ?  
 DK0789
 DK0789.Superseded values are not recommended for survey control.
 DK0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0789.See file dsdata.txt to determine how the superseded data were derived.
 DK0789
 DK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT837453(NAD 83)
 DK0789_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0789_SP_SET: STONE
 DK0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0789+STABILITY: SURFACE MOTION
 DK0789
 DK0789  HISTORY     - Date     Condition        Report By
 DK0789  HISTORY     - UNK      MONUMENTED       DOD
 DK0789  HISTORY     - 1934     GOOD             CGS
 DK0789
 DK0789                          STATION DESCRIPTION
 DK0789
 DK0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0789'IN RIVERTON LANDING.
 DK0789'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN. ABOVE THE
 DK0789'GROUND, LOCATED ON THE LEFT BANK OF MISSISSIPPI RIVER, NEAR RIVERTON
 DK0789'LANDING, BOLIVAR COUNTY, MISSISSIPPI.  2-3/4 MILES SOUTHEAST OF
 DK0789'ROSEDALE, MISS.  NORTH OF STATE HIGHWAY 1.  ABOUT 200 FT. NORTH OF Y.
 DK0789'AND M.V.R.R.  OPPOSITE JUNCTION OF OLD LEVEE AND RIVERTON NEW LOOP
 DK0789'LEVEE.  9 FT. FROM SOUTHWEST CORNER OF CABIN AND IN LINE WITH FRONT
 DK0789'PORCH OF CABIN OCCUPIED BY LYDIA BROWN (COL).  ON LANDSIDE OF LEVEE
 DK0789'APPROX. 1650 FT. FROM PROMINENT ANGLE TO RIGHT IN OLD LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3008 ***********************************************************************
 BH3008  DESIGNATION -  15 V 1
 BH3008  PID         -  BH3008
 BH3008  STATE/COUNTY-  MS/HARRISON
 BH3008  USGS QUAD   -  BILOXI (1992)
 BH3008
 BH3008                         *CURRENT SURVEY CONTROL
 BH3008  ___________________________________________________________________
 BH3008* NAD 83(1986)-  30 24 36.     (N)    088 53 42.     (W)     SCALED    
 BH3008* NAVD 88     -         5.799  (meters)      19.03   (feet)  ADJUSTED  
 BH3008  ___________________________________________________________________
 BH3008  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH3008  DYNAMIC HT  -           5.791 (meters)      19.00  (feet)  COMP
 BH3008  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BH3008
 BH3008  VERT ORDER  -  SECOND    CLASS II
 BH3008
 BH3008.The horizontal coordinates were scaled from a topographic map and have
 BH3008.an estimated accuracy of +/- 6 seconds.
 BH3008
 BH3008.The orthometric height was determined by differential leveling
 BH3008.and adjusted in May 1996.
 BH3008
 BH3008.The geoid height was determined by GEOID03.
 BH3008
 BH3008.The dynamic height is computed by dividing the NAVD 88
 BH3008.geopotential number by the normal gravity value computed on the
 BH3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3008.degrees latitude (g = 980.6199 gals.).
 BH3008
 BH3008.The modeled gravity was interpolated from observed gravity values.
 BH3008
 BH3008;                    North         East    Units  Estimated Accuracy
 BH3008;SPC MS E     -   100,870.      294,080.      MT  (+/- 180 meters Scaled)
 BH3008
 BH3008                          SUPERSEDED SURVEY CONTROL
 BH3008
 BH3008.No superseded survey control is available for this station.
 BH3008
 BH3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU179657(NAD 83)
 BH3008_MARKER: DD = SURVEY DISK
 BH3008_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3008_SP_SET: CONCRETE CULVERT
 BH3008_STAMPING: BM 15V 1 1986
 BH3008_MARK LOGO: MSHD  
 BH3008_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3008+STABILITY: SURFACE MOTION
 BH3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3008+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 BH3008
 BH3008  HISTORY     - Date     Condition        Report By
 BH3008  HISTORY     - 1986     MONUMENTED       MSHD
 BH3008  HISTORY     - 20030918 GOOD             USPSQD
 BH3008
 BH3008                          STATION DESCRIPTION
 BH3008
 BH3008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3008'MARK IS LOCATED 1.29 KM (0.80 MI) NORTH OF BILOXI IN A CULVERT UNDER
 BH3008'THE NORTH BOUND ENTRANCE RAMP OFF OF EAST BAYVIEW DRIVE TO THE I-110
 BH3008'AND I-110 IN BILOXI, GO NORTH ON I-110 FOR 1.69 KM (1.05 MI) TO THE
 BH3008'MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BH3008'SOUTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 66.45
 BH3008'M (218.0 FT) NORTH OF THE CENTER OF THE WEST BOUND LANE OF EAST
 BH3008'BAYVIEW DRIVE, 32.46 M (106.5 FT) EAST OF THE CENTER OF THE MEDIAN OF
 BH3008'I-110, 3.96 M (13.0 FT) WEST OF THE CENTER OF THE ENTRANCE RAMP AND
 BH3008'0.3 M (1.0 FT )  NORTH NORTHEAST OF A CARSONITE WITNESS POST.
 BH3008
 BH3008                          STATION RECOVERY (2003)
 BH3008
 BH3008'RECOVERY NOTE BY US POWER SQUADRON 2003
 BH3008'NORTH BOUND ENTRANCE RAMP TO I-110
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3020 ***********************************************************************
 BH3020  DESIGNATION -  15 V 10
 BH3020  PID         -  BH3020
 BH3020  STATE/COUNTY-  MS/HARRISON
 BH3020  USGS QUAD   -  WHITE PLAINS (1982)
 BH3020
 BH3020                         *CURRENT SURVEY CONTROL
 BH3020  ___________________________________________________________________
 BH3020* NAD 83(1986)-  30 31 17.     (N)    088 55 06.     (W)     SCALED    
 BH3020* NAVD 88     -         9.874  (meters)      32.39   (feet)  ADJUSTED  
 BH3020  ___________________________________________________________________
 BH3020  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH3020  DYNAMIC HT  -           9.861 (meters)      32.35  (feet)  COMP
 BH3020  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 BH3020
 BH3020  VERT ORDER  -  SECOND    CLASS II
 BH3020
 BH3020.The horizontal coordinates were scaled from a topographic map and have
 BH3020.an estimated accuracy of +/- 6 seconds.
 BH3020
 BH3020.The orthometric height was determined by differential leveling
 BH3020.and adjusted in May 1996.
 BH3020
 BH3020.The geoid height was determined by GEOID03.
 BH3020
 BH3020.The dynamic height is computed by dividing the NAVD 88
 BH3020.geopotential number by the normal gravity value computed on the
 BH3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3020.degrees latitude (g = 980.6199 gals.).
 BH3020
 BH3020.The modeled gravity was interpolated from observed gravity values.
 BH3020
 BH3020;                    North         East    Units  Estimated Accuracy
 BH3020;SPC MS E     -   113,220.      291,840.      MT  (+/- 180 meters Scaled)
 BH3020
 BH3020                          SUPERSEDED SURVEY CONTROL
 BH3020
 BH3020.No superseded survey control is available for this station.
 BH3020
 BH3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU159781(NAD 83)
 BH3020_MARKER: DD = SURVEY DISK
 BH3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3020_SP_SET: CONCRETE POST
 BH3020_STAMPING: BM 15V 10 1986
 BH3020_MARK LOGO: MSHD  
 BH3020_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3020+STABILITY: SURFACE MOTION
 BH3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3020+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3020
 BH3020  HISTORY     - Date     Condition        Report By
 BH3020  HISTORY     - 1986     MONUMENTED       MSHD
 BH3020
 BH3020                          STATION DESCRIPTION
 BH3020
 BH3020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3020'MARK IS LOCATED 9.33 KM (5.80 MI) NORTH OF DIBERVILLE ON THE WEST
 BH3020'R.O.W. OF STATE HIGHWAY 15, 1.13 KM (0.70 MI) NORTH OF THE JUNCTION OF
 BH3020'OLD HIGHWAY 15 IN SECTION 17, T6S, R9W.  TO REACH FROM THE I-110 AND
 BH3020'I-10 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTH ON STATE HWYS 15 AND
 BH3020'67 FOR 2.41 KM (1.50 MI) TO JUNCTION HWYS 15 AND 67, TURN RIGHT NORTH
 BH3020'ON STATE HWY 15 AND GO 5.79 KM (3.60 MI) TO THE MARK ON THE LEFT AND
 BH3020'WOODS EDGE.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3020'POST PROJECTING 0.3 M (1.0 FT) .  IT IS 73.76 M (242.0 FT) NORTHWEST
 BH3020'OF THE SOUTHWESST END OF A CULVERT (NORTH ONE OF TWO), 58.22 M
 BH3020'(191.0 FT) WEST OF TELELPHONE CABLE POLE NO. 59, 22.86 M (75.0 FT)
 BH3020'SOUTHWEST CENTER HWY 15, 0.9 M (3.0 FT) NORTHWEST OF A 9 INCH PINE,
 BH3020'0.60 M (2.0 FT) SOUTHEAST OF A FENCE CORNER, 0.30 M (1.0 FT) SOUTHWEST
 BH3020'OF A CARSONITE WITNESS POST AND ABOUT 1.06 M (3.5 FT) BELOW THE LEVEL
 BH3020'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3021 ***********************************************************************
 BH3021  DESIGNATION -  15 V 11
 BH3021  PID         -  BH3021
 BH3021  STATE/COUNTY-  MS/HARRISON
 BH3021  USGS QUAD   -  WHITE PLAINS (1982)
 BH3021
 BH3021                         *CURRENT SURVEY CONTROL
 BH3021  ___________________________________________________________________
 BH3021* NAD 83(1986)-  30 31 33.     (N)    088 55 21.     (W)     SCALED    
 BH3021* NAVD 88     -        11.487  (meters)      37.69   (feet)  ADJUSTED  
 BH3021  ___________________________________________________________________
 BH3021  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH3021  DYNAMIC HT  -          11.472 (meters)      37.64  (feet)  COMP
 BH3021  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 BH3021
 BH3021  VERT ORDER  -  SECOND    CLASS II
 BH3021
 BH3021.The horizontal coordinates were scaled from a topographic map and have
 BH3021.an estimated accuracy of +/- 6 seconds.
 BH3021
 BH3021.The orthometric height was determined by differential leveling
 BH3021.and adjusted in May 1996.
 BH3021
 BH3021.The geoid height was determined by GEOID03.
 BH3021
 BH3021.The dynamic height is computed by dividing the NAVD 88
 BH3021.geopotential number by the normal gravity value computed on the
 BH3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3021.degrees latitude (g = 980.6199 gals.).
 BH3021
 BH3021.The modeled gravity was interpolated from observed gravity values.
 BH3021
 BH3021;                    North         East    Units  Estimated Accuracy
 BH3021;SPC MS E     -   113,710.      291,440.      MT  (+/- 180 meters Scaled)
 BH3021
 BH3021                          SUPERSEDED SURVEY CONTROL
 BH3021
 BH3021.No superseded survey control is available for this station.
 BH3021
 BH3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU155786(NAD 83)
 BH3021_MARKER: DD = SURVEY DISK
 BH3021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3021_SP_SET: BRIDGE ABUTMENT
 BH3021_STAMPING: BM 15V 11 1986
 BH3021_MARK LOGO: MSHD  
 BH3021_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3021+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3021
 BH3021  HISTORY     - Date     Condition        Report By
 BH3021  HISTORY     - 1986     MONUMENTED       MSHD
 BH3021
 BH3021                          STATION DESCRIPTION
 BH3021
 BH3021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3021'MARK IS LOCATED 10.14 KM (6.30 MI) NORTH NORTHWEST OF DIBERVILLE IN A
 BH3021'CONCRETE BRIDGE OVER TUXACHANIE CREEK, 0.89 KM (0.55 MI) SOUTH OF A
 BH3021'CROSSROAD IN SECTION 6, T6S, R9W.  TO REACH FROM THE I-110 AND I-10
 BH3021'INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTH ON STATE HWYS 15 AND 67
 BH3021'FOR 2.41 KM (1.50 MI) TO JUNCTION HWY 15 AND 67, TURN RIGHT NORTH ON
 BH3021'STATE HWY 15 AND GO 6.92 KM (4.30 MI) TO TUXACHANIE CREEK BRIDGE AND
 BH3021'THE MARK IN NORTHEAST ABUTMENT.  MARK IS A MSHD DISK SET IN A DRILL
 BH3021'HOLE IN THE NORTHEAST ABUTMENT, 8.84 M (29.0 FT) EAST CENTER HWY 15,
 BH3021'0.46 M (1.5 FT) WEST OF EAST END OF THE ABUTMENT, 0.60 M (2.0 FT)
 BH3021'SOUTH OF CARSONITE WITNESS POAST AND 0.90 BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3024 ***********************************************************************
 BH3024  DESIGNATION -  15 V 12
 BH3024  PID         -  BH3024
 BH3024  STATE/COUNTY-  MS/HARRISON
 BH3024  USGS QUAD   -  WHITE PLAINS (1982)
 BH3024
 BH3024                         *CURRENT SURVEY CONTROL
 BH3024  ___________________________________________________________________
 BH3024* NAD 83(1986)-  30 33 41.     (N)    088 56 12.     (W)     SCALED    
 BH3024* NAVD 88     -        26.831  (meters)      88.03   (feet)  ADJUSTED  
 BH3024  ___________________________________________________________________
 BH3024  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH3024  DYNAMIC HT  -          26.795 (meters)      87.91  (feet)  COMP
 BH3024  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 BH3024
 BH3024  VERT ORDER  -  SECOND    CLASS II
 BH3024
 BH3024.The horizontal coordinates were scaled from a topographic map and have
 BH3024.an estimated accuracy of +/- 6 seconds.
 BH3024
 BH3024.The orthometric height was determined by differential leveling
 BH3024.and adjusted in May 1996.
 BH3024
 BH3024.The geoid height was determined by GEOID03.
 BH3024
 BH3024.The dynamic height is computed by dividing the NAVD 88
 BH3024.geopotential number by the normal gravity value computed on the
 BH3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3024.degrees latitude (g = 980.6199 gals.).
 BH3024
 BH3024.The modeled gravity was interpolated from observed gravity values.
 BH3024
 BH3024;                    North         East    Units  Estimated Accuracy
 BH3024;SPC MS E     -   117,660.      290,090.      MT  (+/- 180 meters Scaled)
 BH3024
 BH3024                          SUPERSEDED SURVEY CONTROL
 BH3024
 BH3024.No superseded survey control is available for this station.
 BH3024
 BH3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU142825(NAD 83)
 BH3024_MARKER: DD = SURVEY DISK
 BH3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3024_SP_SET: CONCRETE POST
 BH3024_STAMPING: BM 15V 12 1986
 BH3024_MARK LOGO: MSHD  
 BH3024_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3024+STABILITY: SURFACE MOTION
 BH3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3024+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3024
 BH3024  HISTORY     - Date     Condition        Report By
 BH3024  HISTORY     - 1986     MONUMENTED       MSHD
 BH3024
 BH3024                          STATION DESCRIPTION
 BH3024
 BH3024'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3024'MARK IS LOCATED 14.49 KM (9.00 MI) NORTH OF DIBERVILLE IN THE
 BH3024'SOUTHWEST ANGLE OF THE JUNCTION A GRAVEL ROAD WITH STATE HIGHWAY 15 IN
 BH3024'THE SOUTHEAST CORNER OF SECTION 36, T5S, R10W.  TO REACH FROM THE
 BH3024'I-110 AND I-10 INTERCHANGE BRIDGE IN BILOXI, GO NORTH ON STATE
 BH3024'HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO A JUNCTION HIGHWAY 15 AND
 BH3024'67, TURN RIGHT NORTH ON STATE HIGHWAY 15 AND GO 6.92 KM (4.30 MI) TO
 BH3024'TUXACHANIE CREEK BRIDGE, CONTINUE AHEAD ON HIGHWAY FOR 0.96 KM
 BH3024'(0.60 MI) TO A CROSSROAD AND CONTINUE AHEAD FOR 1.61 KM (1.00 MI) TO
 BH3024'THE MARK ON THE LEFT JUST BEFORE A WOODS ROAD LEFT.  MARK IS A MSHD
 BH3024'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BH3024'IT IS 47.55 M (156.0 FT) SOUTH OF THE SOUTHWEST POST OF A HUNTING
 BH3024'PERMIT SIGN, 26.06 M (85.5 FT) SOUTHWEST OF CENTER HIGHWAY 15, 30.0 M
 BH3024'(98.4 FT)  SOUTHEAST CENTER GRAVEL ROAD, 12.49 M (41.0 FT) NORTHWEST
 BH3024'OF R.O.W. MARKER, 5.94 M (19.5 FT) SOUTHWEST OF POLE NO. 122 AND 0.60
 BH3024'M (2.0 FT) NORTHEAST OF A FENCE, 0.45 M (1.5 FT) SOUTHWEST OF
 BH3024'CARSONITE WITNESS POST AND ABOUT 0.76 M (2.5 FT) BELOW THE LEVEL OF
 BH3024'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3025 ***********************************************************************
 BH3025  DESIGNATION -  15 V 13
 BH3025  PID         -  BH3025
 BH3025  STATE/COUNTY-  MS/HARRISON
 BH3025  USGS QUAD   -  WHITE PLAINS (1982)
 BH3025
 BH3025                         *CURRENT SURVEY CONTROL
 BH3025  ___________________________________________________________________
 BH3025* NAD 83(1986)-  30 34 59.     (N)    088 55 54.     (W)     SCALED    
 BH3025* NAVD 88     -        29.958  (meters)      98.29   (feet)  ADJUSTED  
 BH3025  ___________________________________________________________________
 BH3025  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH3025  DYNAMIC HT  -          29.918 (meters)      98.16  (feet)  COMP
 BH3025  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 BH3025
 BH3025  VERT ORDER  -  SECOND    CLASS II
 BH3025
 BH3025.The horizontal coordinates were scaled from a topographic map and have
 BH3025.an estimated accuracy of +/- 6 seconds.
 BH3025
 BH3025.The orthometric height was determined by differential leveling
 BH3025.and adjusted in May 1996.
 BH3025
 BH3025.The geoid height was determined by GEOID03.
 BH3025
 BH3025.The dynamic height is computed by dividing the NAVD 88
 BH3025.geopotential number by the normal gravity value computed on the
 BH3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3025.degrees latitude (g = 980.6199 gals.).
 BH3025
 BH3025.The modeled gravity was interpolated from observed gravity values.
 BH3025
 BH3025;                    North         East    Units  Estimated Accuracy
 BH3025;SPC MS E     -   120,060.      290,570.      MT  (+/- 180 meters Scaled)
 BH3025
 BH3025                          SUPERSEDED SURVEY CONTROL
 BH3025
 BH3025.No superseded survey control is available for this station.
 BH3025
 BH3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU147849(NAD 83)
 BH3025_MARKER: DD = SURVEY DISK
 BH3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3025_SP_SET: CONCRETE POST
 BH3025_STAMPING: BM 15V 13 1986
 BH3025_MARK LOGO: MSHD  
 BH3025_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3025+STABILITY: SURFACE MOTION
 BH3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3025+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3025
 BH3025  HISTORY     - Date     Condition        Report By
 BH3025  HISTORY     - 1986     MONUMENTED       MSHD
 BH3025
 BH3025                          STATION DESCRIPTION
 BH3025
 BH3025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3025'MARK IS LOCATED 16.58 KM (10.30 MI) NORTH OF DIBERVILLE IN THE
 BH3025'SOUTHEAST ANGLE OF THE JUNCTION OF A GRAVEL ROAD WITH STATE HIGHWAY 15
 BH3025'IN SECTION 30, T5S, R9W.  TO REACH FROM THE I-110 AND I-10 INTERCHANGE
 BH3025'BRIDGE IN DIBERVILLE, GO NORTH ON HIGHWAYS 15 AND 67 FOR 2.41 KM
 BH3025'(1.50 MI) TO JUNCTION OF HIGHWAYS 15 AND 67, TURN RIGHT NORTH ON
 BH3025'HIGHWAY 15 AND GO 7.08 KM (4.40 MI) TO TUXACHANIE CREEK BRIDGE,
 BH3025'CONTINUE AHEAD ON HIGHWAY 15 FOR 6.78 KM (4.20 MI) TO A SIDE ROAD
 BH3025'RIGHT AND MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A
 BH3025'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 40.54 M (133.0 FT)
 BH3025'EAST CENTER OF HIGHWAY 15, 20.42 M (67.0 FT) SOUTHEAST CENTER GRAVEL
 BH3025'ROAD, 6.07 M (19.9 FT) NORTH OF A 15 INCH PINE, 2.74 M (9.0 FT) SOUTH
 BH3025'SOUTHWEST OF A 12 INCH PINE, 0.45 M (1.5 FT) EAST OF A CARSONITE
 BH3025'WITNESS POST AND ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3029 ***********************************************************************
 BH3029  DESIGNATION -  15 V 14
 BH3029  PID         -  BH3029
 BH3029  STATE/COUNTY-  MS/HARRISON
 BH3029  USGS QUAD   -  WHITE PLAINS (1982)
 BH3029
 BH3029                         *CURRENT SURVEY CONTROL
 BH3029  ___________________________________________________________________
 BH3029* NAD 83(1986)-  30 36 17.     (N)    088 55 42.     (W)     SCALED    
 BH3029* NAVD 88     -        22.273  (meters)      73.07   (feet)  ADJUSTED  
 BH3029  ___________________________________________________________________
 BH3029  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH3029  DYNAMIC HT  -          22.244 (meters)      72.98  (feet)  COMP
 BH3029  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 BH3029
 BH3029  VERT ORDER  -  SECOND    CLASS II
 BH3029
 BH3029.The horizontal coordinates were scaled from a topographic map and have
 BH3029.an estimated accuracy of +/- 6 seconds.
 BH3029
 BH3029.The orthometric height was determined by differential leveling
 BH3029.and adjusted in May 1996.
 BH3029
 BH3029.The geoid height was determined by GEOID03.
 BH3029
 BH3029.The dynamic height is computed by dividing the NAVD 88
 BH3029.geopotential number by the normal gravity value computed on the
 BH3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3029.degrees latitude (g = 980.6199 gals.).
 BH3029
 BH3029.The modeled gravity was interpolated from observed gravity values.
 BH3029
 BH3029;                    North         East    Units  Estimated Accuracy
 BH3029;SPC MS E     -   122,460.      290,890.      MT  (+/- 180 meters Scaled)
 BH3029
 BH3029                          SUPERSEDED SURVEY CONTROL
 BH3029
 BH3029.No superseded survey control is available for this station.
 BH3029
 BH3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU151873(NAD 83)
 BH3029_MARKER: DD = SURVEY DISK
 BH3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3029_SP_SET: CONCRETE POST
 BH3029_STAMPING: BM 15V 14 1986
 BH3029_MARK LOGO: MSHD  
 BH3029_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3029+STABILITY: SURFACE MOTION
 BH3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3029+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3029
 BH3029  HISTORY     - Date     Condition        Report By
 BH3029  HISTORY     - 1986     MONUMENTED       MSHD
 BH3029
 BH3029                          STATION DESCRIPTION
 BH3029
 BH3029'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3029'MARK IS LOCATED 19.31 KM (12.00 MI) NORTH OF DIBERVILLE ON THE EAST
 BH3029'R.O.W. OF STATE HIGHWAY 15, 0.32 KM (0.20 MI) NORTH OF A SMALL BRIDGE
 BH3029'IN SECTION 18, T5S, R9W.  TO REACH FROM THE I-110 AND I-10 INTERCHANGE
 BH3029'BRIDGE IN DIBERVILLE, GO NORTH ON STATE HIGHWAYS 15 AND 67 FOR 2.41
 BH3029'KM (1.50 MI) TO JUNCTION HIGHWAYS 15 AND 67, TURN RIGHT NORTH ON STATE
 BH3029'HIGHWAY 15 AND GO 7.08 KM (4.40 MI) TO TUXACHANIE CREEK BRIDGE,
 BH3029'CONTINUE AHEAD ON STATE HIGHWAY 15 FOR 9.57 KM (5.95 MI) TO THE MARK
 BH3029'ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3029'POST FLUSH WITH THE GROUND.  IT IS 24.69 M (81.0 FT) EAST CENTER
 BH3029'HIGHWAY 15, 0.76 M (2.5 FT) WEST OF THE END OF A FENCE, 0.30 M
 BH3029'(1.0 FT) EAST OF A CARSONITE WITNESS POST AND ABOUT 1.22 M (4.0 FT)
 BH3029'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3030 ***********************************************************************
 BH3030  CBN         -  This is a Cooperative Base Network Control Station.
 BH3030  DESIGNATION -  15 V 15
 BH3030  PID         -  BH3030
 BH3030  STATE/COUNTY-  MS/HARRISON
 BH3030  USGS QUAD   -  WHITE PLAINS (1982)
 BH3030
 BH3030                         *CURRENT SURVEY CONTROL
 BH3030  ___________________________________________________________________
 BH3030* NAD 83(2007)-  30 36 54.97870(N)    088 55 20.53572(W)     ADJUSTED  
 BH3030* NAVD 88     -        21.034  (meters)      69.01   (feet)  ADJUSTED  
 BH3030  ___________________________________________________________________
 BH3030  EPOCH DATE  -        2002.00
 BH3030  X           -     103,322.812 (meters)                     COMP
 BH3030  Y           -  -5,492,858.092 (meters)                     COMP
 BH3030  Z           -   3,229,255.112 (meters)                     COMP
 BH3030  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH3030  ELLIP HEIGHT-          -7.623 (meters)          (02/10/07) ADJUSTED
 BH3030  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH3030  DYNAMIC HT  -          21.006 (meters)      68.92  (feet)  COMP
 BH3030
 BH3030  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH3030  Type    PID    Designation                      North   East  Ellip
 BH3030  -------------------------------------------------------------------
 BH3030  NETWORK BH3030 15 V 15                           1.18   1.22   4.43
 BH3030  -------------------------------------------------------------------
 BH3030  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 BH3030
 BH3030  VERT ORDER  -  SECOND    CLASS II
 BH3030
 BH3030.The horizontal coordinates were established by GPS observations
 BH3030.and adjusted by the National Geodetic Survey in February 2007.
 BH3030
 BH3030.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH3030.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH3030.The horizontal coordinates are valid at the epoch date displayed above.
 BH3030.The epoch date for horizontal control is a decimal equivalence
 BH3030.of Year/Month/Day.
 BH3030
 BH3030.The orthometric height was determined by differential leveling
 BH3030.and adjusted in May 1996.
 BH3030
 BH3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3030
 BH3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3030
 BH3030.The ellipsoidal height was determined by GPS observations
 BH3030.and is referenced to NAD 83.
 BH3030
 BH3030.The geoid height was determined by GEOID03.
 BH3030
 BH3030.The dynamic height is computed by dividing the NAVD 88
 BH3030.geopotential number by the normal gravity value computed on the
 BH3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3030.degrees latitude (g = 980.6199 gals.).
 BH3030
 BH3030.The modeled gravity was interpolated from observed gravity values.
 BH3030
 BH3030;                    North         East     Units Scale Factor Converg.
 BH3030;SPC MS E     -   123,628.910   291,462.998   MT  0.99995090   -0 02 43.2
 BH3030;SPC MS E     -   405,605.85    956,241.52   sFT  0.99995090   -0 02 43.2
 BH3030;UTM  16      - 3,388,540.339   315,729.396   MT  1.00001890   -0 58 45.4
 BH3030
 BH3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3030!SPC MS E     -   1.00000120  x   0.99995090  =   0.99995210
 BH3030!UTM  16      -   1.00000120  x   1.00001890  =   1.00002010
 BH3030
 BH3030                          SUPERSEDED SURVEY CONTROL
 BH3030
 BH3030  ELLIP H (04/15/02)   -7.652  (m)                       GP(       ) 4 2
 BH3030  NAD 83(1993)-  30 36 54.97869(N)    088 55 20.53558(W) AD(       ) B
 BH3030  ELLIP H (02/15/02)   -7.657  (m)                       GP(       ) 4 1
 BH3030  NAVD 88 (02/15/02)   21.03   (m)           69.0    (f) LEVELING    3  
 BH3030
 BH3030.Superseded values are not recommended for survey control.
 BH3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3030.See file dsdata.txt to determine how the superseded data were derived.
 BH3030
 BH3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1572988540(NAD 83)
 BH3030_MARKER: DD = SURVEY DISK
 BH3030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3030_SP_SET: BRIDGE ABUTMENT
 BH3030_STAMPING: BM 15V 15 1986
 BH3030_MARK LOGO: MSHD  
 BH3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3030+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BH3030
 BH3030  HISTORY     - Date     Condition        Report By
 BH3030  HISTORY     - 1986     MONUMENTED       MSHD
 BH3030  HISTORY     - 20000301 GOOD             NGS
 BH3030
 BH3030                          STATION DESCRIPTION
 BH3030
 BH3030'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3030'MARK IS LOCATED 19.96 KM (12.40 MI) NORTH OF DIBERVILLE IN A CONCRETE
 BH3030'BRIDGE OVER HURRICANE CREEK, 2.33 KM (1.45 MI) SOUTH OF BETHEL ROAD IN
 BH3030'SECTION 18, T5S, R9W.  TO REACH FROM THE I-110 AND I-10 INTERCHANGE
 BH3030'BRIDGE IN DIBERVILLE, GO NORTH ON HIGHWAY 15 AND 67 FOR 2.41 KM
 BH3030'(1.50 MI) TO JUNCTION HIGHWAYS 15 AND 67, TURN RIGHT NORTH ON HIGHWAY
 BH3030'15 AND GO 17.70 MILES TO HURRICANE CREEK BRIDGE AND THE MARK IN THE
 BH3030'NORTHEAST ABUTMENT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN A 350
 BH3030'FT CONCRETE BRIDGE.  IT IS 9.45 M (31.0 FT) SOUTHEAST OF CENTER
 BH3030'HIGHWAY, 0.40 M (1.3 FT) FROM END OF ABUTMENT, 0.60 M (2.0 FT)
 BH3030'SOUTHWEST OF A CARSONITE WITNESS POST AND ABOUT 1.06 M (3.5 FT) BELOW
 BH3030'LEVEL OF HIGHWAY.
 BH3030
 BH3030                          STATION RECOVERY (2000)
 BH3030
 BH3030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH3030'RECOVERED AS AMENDED.  THE DISTANCE NORTH ON HIGHWAY 15 FROM ROUTE 67
 BH3030'IS CLOSER TO 10.1 MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3031 ***********************************************************************
 BH3031  DESIGNATION -  15 V 16
 BH3031  PID         -  BH3031
 BH3031  STATE/COUNTY-  MS/HARRISON
 BH3031  USGS QUAD   -  BEATRICE (1982)
 BH3031
 BH3031                         *CURRENT SURVEY CONTROL
 BH3031  ___________________________________________________________________
 BH3031* NAD 83(1986)-  30 37 38.     (N)    088 55 06.     (W)     SCALED    
 BH3031* NAVD 88     -        25.029  (meters)      82.12   (feet)  ADJUSTED  
 BH3031  ___________________________________________________________________
 BH3031  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH3031  DYNAMIC HT  -          24.996 (meters)      82.01  (feet)  COMP
 BH3031  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BH3031
 BH3031  VERT ORDER  -  SECOND    CLASS II
 BH3031
 BH3031.The horizontal coordinates were scaled from a topographic map and have
 BH3031.an estimated accuracy of +/- 6 seconds.
 BH3031
 BH3031.The orthometric height was determined by differential leveling
 BH3031.and adjusted in May 1996.
 BH3031
 BH3031.The geoid height was determined by GEOID03.
 BH3031
 BH3031.The dynamic height is computed by dividing the NAVD 88
 BH3031.geopotential number by the normal gravity value computed on the
 BH3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3031.degrees latitude (g = 980.6199 gals.).
 BH3031
 BH3031.The modeled gravity was interpolated from observed gravity values.
 BH3031
 BH3031;                    North         East    Units  Estimated Accuracy
 BH3031;SPC MS E     -   124,950.      291,850.      MT  (+/- 180 meters Scaled)
 BH3031
 BH3031                          SUPERSEDED SURVEY CONTROL
 BH3031
 BH3031.No superseded survey control is available for this station.
 BH3031
 BH3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU161898(NAD 83)
 BH3031_MARKER: DD = SURVEY DISK
 BH3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3031_SP_SET: CONCRETE POST
 BH3031_STAMPING: BM 15V 16 1986
 BH3031_MARK LOGO: MSHD  
 BH3031_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3031+STABILITY: SURFACE MOTION
 BH3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3031+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3031
 BH3031  HISTORY     - Date     Condition        Report By
 BH3031  HISTORY     - 1986     MONUMENTED       MSHD
 BH3031  HISTORY     - 20061125 GOOD             MSSU
 BH3031
 BH3031                          STATION DESCRIPTION
 BH3031
 BH3031'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3031'MARK IS LOCATED 21.24 KM (13.20 MI) NORTH OF DIBERVILLE ON THE WEST
 BH3031'R.O.W. OF STATE HIGHWAY 15, 0.97 KM (0.60 MI) SOUTH OF BETHEL ROAD IN
 BH3031'SECTION 8, T5S, R9W.  TO REACH FROM THE I-110 AND I-10 INTERCHANGE
 BH3031'BRIDGE IN DIBERVILLE, GO NORTH ON HIGHWAYS 15 AND 67 FOR 2.41 KM
 BH3031'(1.50 MI) TO JUNCTION HIGHWAYS 15 AND 67, TURN RIGHT NORTH ON HIGHWAY
 BH3031'15 AND GO 17.70 KM (11.00 MI) TO A CONCRETE BRIDGE OVER HURRICANE
 BH3031'CREEK, CONTINUE NORTH ON HIGHWAY 15 FOR 1.36 KM (0.85 MI) AND THE MARK
 BH3031'ON THE LEFT.  IT IS BY A CROSS-BRACE IN THE FENCE.  MARK IS A STANDARD
 BH3031'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BH3031'IT IS 28.96 M (95.0 FT) WEST CENTER HIGHWAY 15, 0.60 M (2.0 FT) WEST
 BH3031'OF A FENCE, 0.60 M (2.0 FT) NORTHEAST OF A R.O.W. MARKER, 0.30 M
 BH3031'(1.0 FT) WEST OF A CARSONITE WITNESS POST AND 0.91 M (3.0 FT) BELOW
 BH3031'THE LEVEL OF HIGHWAY.
 BH3031
 BH3031                          STATION RECOVERY (2006)
 BH3031
 BH3031'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 BH3031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3032 ***********************************************************************
 BH3032  DESIGNATION -  15 V 17
 BH3032  PID         -  BH3032
 BH3032  STATE/COUNTY-  MS/HARRISON
 BH3032  USGS QUAD   -  BEATRICE (1982)
 BH3032
 BH3032                         *CURRENT SURVEY CONTROL
 BH3032  ___________________________________________________________________
 BH3032* NAD 83(1986)-  30 38 42.     (N)    088 54 18.     (W)     SCALED    
 BH3032* NAVD 88     -        37.859  (meters)     124.21   (feet)  ADJUSTED  
 BH3032  ___________________________________________________________________
 BH3032  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH3032  DYNAMIC HT  -          37.809 (meters)     124.05  (feet)  COMP
 BH3032  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BH3032
 BH3032  VERT ORDER  -  SECOND    CLASS II
 BH3032
 BH3032.The horizontal coordinates were scaled from a topographic map and have
 BH3032.an estimated accuracy of +/- 6 seconds.
 BH3032
 BH3032.The orthometric height was determined by differential leveling
 BH3032.and adjusted in May 1996.
 BH3032
 BH3032.The geoid height was determined by GEOID03.
 BH3032
 BH3032.The dynamic height is computed by dividing the NAVD 88
 BH3032.geopotential number by the normal gravity value computed on the
 BH3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3032.degrees latitude (g = 980.6199 gals.).
 BH3032
 BH3032.The modeled gravity was interpolated from observed gravity values.
 BH3032
 BH3032;                    North         East    Units  Estimated Accuracy
 BH3032;SPC MS E     -   126,920.      293,130.      MT  (+/- 180 meters Scaled)
 BH3032
 BH3032                          SUPERSEDED SURVEY CONTROL
 BH3032
 BH3032.No superseded survey control is available for this station.
 BH3032
 BH3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU174918(NAD 83)
 BH3032_MARKER: DD = SURVEY DISK
 BH3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3032_SP_SET: CONCRETE POST
 BH3032_STAMPING: BM 15V 17 1986
 BH3032_MARK LOGO: MSHD  
 BH3032_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3032+STABILITY: SURFACE MOTION
 BH3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3032+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3032
 BH3032  HISTORY     - Date     Condition        Report By
 BH3032  HISTORY     - 1986     MONUMENTED       MSHD
 BH3032
 BH3032                          STATION DESCRIPTION
 BH3032
 BH3032'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3032'MARK IS LOCATED 23.01 KM (14.30 MI) NORTH OF DIBERVILLE ON THE EAST
 BH3032'R.O.W. OF STATE HIGHWAY 15, 3.7 KM (2.30 MI) SOUTH OF THE
 BH3032'STONE-HARRISON COUNTY LINE, 1.29 KM (0.80 MI) NORTH OF BETHEL ROAD IN
 BH3032'SECTION 3, T5S, R9W.  TO REACH FROM THE I-110 AND I-10 INTERCHANGFE
 BH3032'BRIDGE IN DIBERVILLE, GO NORTH ON HIGHWAYS 15 AND 67 FOR 2.41 KM
 BH3032'(1.50 MI) TO JUNCTION HIGHWAYS 15 AND 67, TURN RIGHT NORTH ON HIGHWAY
 BH3032'15 AND GO 17.70 KM (11.00 MI) TO A CONCRETE BRIDGE OVER HURRICANE
 BH3032'CREEK, CONTINUE NORTH ON HIGHWAY 15 FOR 3.62 KM (2.25 MI) TO THE MARK
 BH3032'ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3032'POST FLUSH WITH THE GROUND.  IT IS 22.55 M (74.0 FT) EAST CENTER
 BH3032'HIGHWAY 15, 0.60 M (2.0 FT) SOUTHWEST OF A R.O.W. MARKER, 0.60 M
 BH3032'(2.0 FT) WEST OF A FENCE, 0.45 M (1.5 FT) SOUTH OF CARSONITE WITNESS
 BH3032'POST AND ABOUT 0.45 M (1.5 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3033 ***********************************************************************
 BH3033  DESIGNATION -  15 V 18
 BH3033  PID         -  BH3033
 BH3033  STATE/COUNTY-  MS/HARRISON
 BH3033  USGS QUAD   -  BEATRICE (1982)
 BH3033
 BH3033                         *CURRENT SURVEY CONTROL
 BH3033  ___________________________________________________________________
 BH3033* NAD 83(1986)-  30 39 23.     (N)    088 54 24.     (W)     SCALED    
 BH3033* NAVD 88     -        46.556  (meters)     152.74   (feet)  ADJUSTED  
 BH3033  ___________________________________________________________________
 BH3033  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH3033  DYNAMIC HT  -          46.494 (meters)     152.54  (feet)  COMP
 BH3033  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 BH3033
 BH3033  VERT ORDER  -  SECOND    CLASS II
 BH3033
 BH3033.The horizontal coordinates were scaled from a topographic map and have
 BH3033.an estimated accuracy of +/- 6 seconds.
 BH3033
 BH3033.The orthometric height was determined by differential leveling
 BH3033.and adjusted in May 1996.
 BH3033
 BH3033.The geoid height was determined by GEOID03.
 BH3033
 BH3033.The dynamic height is computed by dividing the NAVD 88
 BH3033.geopotential number by the normal gravity value computed on the
 BH3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3033.degrees latitude (g = 980.6199 gals.).
 BH3033
 BH3033.The modeled gravity was interpolated from observed gravity values.
 BH3033
 BH3033;                    North         East    Units  Estimated Accuracy
 BH3033;SPC MS E     -   128,190.      292,970.      MT  (+/- 180 meters Scaled)
 BH3033
 BH3033                          SUPERSEDED SURVEY CONTROL
 BH3033
 BH3033.No superseded survey control is available for this station.
 BH3033
 BH3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU173930(NAD 83)
 BH3033_MARKER: DD = SURVEY DISK
 BH3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3033_SP_SET: CONCRETE POST
 BH3033_STAMPING: BM 15V 18 1986
 BH3033_MARK LOGO: MSHD  
 BH3033_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3033+STABILITY: SURFACE MOTION
 BH3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3033+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3033
 BH3033  HISTORY     - Date     Condition        Report By
 BH3033  HISTORY     - 1986     MONUMENTED       MSHD
 BH3033
 BH3033                          STATION DESCRIPTION
 BH3033
 BH3033'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3033'MARK IS LOCATED 24.62 KM (15.30 MI) NORTH OF DIBERVILLE ON THE WEST
 BH3033'R.O.W. OF STATE HIGHWAY 15, 2.17 KM (1.35 MI) SOUTH OF THE
 BH3033'STONE-HARRISON COUNTY LINE IN SECTION 32, T4S, R9W.  TO REACH FROM THE
 BH3033'I-110 AND I-10 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTH ON STATE
 BH3033'HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO JUNCTION HIGHWAYS 15 AND
 BH3033'67, TURN RIGHT NORTH ON STATE HIGHWAY 15 AND GO 17.70 KM (11.00 MI) TO
 BH3033'A CONCRETE BRIDGE OVER HURRICANE CREEK, CONTINUE NORTH ON HIGHWAY 15
 BH3033'FOR 5.23 KM (3.25 MI) TO THE MARK ON THE LEFT.  MARK IS A STANDARD
 BH3033'DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BH3033'30.02 M (98.5 FT) WEST CENTER HIGHWAY 15, 1.68 M (5.5 FT) WEST OF
 BH3033'POWER LINE POLE NO. 22, 0.61 M (2.0 FT) EAST OF A FENCE, 0.45 M
 BH3033'(1.5 FT) WEST OF A CARSONITE WITNESS POST AND ABOUT 1.07 M (3.5 FT)
 BH3033'ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3034 ***********************************************************************
 BH3034  DESIGNATION -  15 V 19
 BH3034  PID         -  BH3034
 BH3034  STATE/COUNTY-  MS/HARRISON
 BH3034  USGS QUAD   -  BEATRICE (1982)
 BH3034
 BH3034                         *CURRENT SURVEY CONTROL
 BH3034  ___________________________________________________________________
 BH3034* NAD 83(1986)-  30 40 17.     (N)    088 54 06.     (W)     SCALED    
 BH3034* NAVD 88     -        49.996  (meters)     164.03   (feet)  ADJUSTED  
 BH3034  ___________________________________________________________________
 BH3034  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 BH3034  DYNAMIC HT  -          49.930 (meters)     163.81  (feet)  COMP
 BH3034  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 BH3034
 BH3034  VERT ORDER  -  SECOND    CLASS II
 BH3034
 BH3034.The horizontal coordinates were scaled from a topographic map and have
 BH3034.an estimated accuracy of +/- 6 seconds.
 BH3034
 BH3034.The orthometric height was determined by differential leveling
 BH3034.and adjusted in May 1996.
 BH3034
 BH3034.The geoid height was determined by GEOID03.
 BH3034
 BH3034.The dynamic height is computed by dividing the NAVD 88
 BH3034.geopotential number by the normal gravity value computed on the
 BH3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3034.degrees latitude (g = 980.6199 gals.).
 BH3034
 BH3034.The modeled gravity was interpolated from observed gravity values.
 BH3034
 BH3034;                    North         East    Units  Estimated Accuracy
 BH3034;SPC MS E     -   129,850.      293,450.      MT  (+/- 180 meters Scaled)
 BH3034
 BH3034                          SUPERSEDED SURVEY CONTROL
 BH3034
 BH3034.No superseded survey control is available for this station.
 BH3034
 BH3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU178947(NAD 83)
 BH3034_MARKER: DD = SURVEY DISK
 BH3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3034_SP_SET: CONCRETE POST
 BH3034_STAMPING: BM 15V 19 1986
 BH3034_MARK LOGO: MSHD  
 BH3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3034+STABILITY: SURFACE MOTION
 BH3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3034+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3034
 BH3034  HISTORY     - Date     Condition        Report By
 BH3034  HISTORY     - 1986     MONUMENTED       MSHD
 BH3034
 BH3034                          STATION DESCRIPTION
 BH3034
 BH3034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3034'MARK IS LOCATED 25.75 KM (16.00 MI) NORTH OF DIBERVILLE IN THE
 BH3034'NORTHEAST ANGLE OF THE JUNCTION OF A PRIVATE GRAVEL ROAD WITH STATE
 BH3034'HIGHWAY 15, 30.58 KM (19.00 MI) SOUTHEAST OF WIGGINS, 0.8 KM
 BH3034'(0.50 MI) SOUTH OF THE STONE-HARRISON COUNTY LINE AND ABOUT MIDWAY
 BH3034'ALONG THE LINE BETWEEN SECTION 28 AND 29, T4S, R9W.  TO REACH FROM THE
 BH3034'I-110 AND I-10 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTH ON STATE
 BH3034'HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO JUNCTION HIGHWAYS 15 AND
 BH3034'67, TURN RIGHT NORTH ON HIGHWAY 15 AND GO 17.70 KM (11.00 MI) TO A
 BH3034'CONCRETE BRIDGE OVER HURRICANE CREEK, CONTINUE NORTH ON HIGHWAY 15 FOR
 BH3034'6.60 KM (4.10 MI) TO A WOODS ROAD RIGHT AND THE MARK NORTHEAST OF THE
 BH3034'WOODS ROAD.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3034'POST FLUSH WITH THE GROUND.  IT IS 40.84 M (134.0 FT) EAST CENTER
 BH3034'HIGHWAY 15, 14.94 M (49.0 FT) NORTHWEST OF A WOODS ROAD, GRAVEL, 0.76
 BH3034'M (2.5 FT) OF THE END OF A FENCE, 0.45 M (1.5 FT) SOUTHWEST OF A
 BH3034'R.O.W. MARKER, 0.30 M (1.0 FT) EAST OF A CARSONITE WITNESS POST AND
 BH3034'ABOUT 1.07 M (3.5 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3010 ***********************************************************************
 BH3010  DESIGNATION -  15 V 2
 BH3010  PID         -  BH3010
 BH3010  STATE/COUNTY-  MS/HARRISON
 BH3010  USGS QUAD   -  BILOXI (1992)
 BH3010
 BH3010                         *CURRENT SURVEY CONTROL
 BH3010  ___________________________________________________________________
 BH3010* NAD 83(1986)-  30 25 39.     (N)    088 53 48.     (W)     SCALED    
 BH3010* NAVD 88     -         7.271  (meters)      23.85   (feet)  ADJUSTED  
 BH3010  ___________________________________________________________________
 BH3010  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH3010  DYNAMIC HT  -           7.261 (meters)      23.82  (feet)  COMP
 BH3010  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BH3010
 BH3010  VERT ORDER  -  SECOND    CLASS II
 BH3010
 BH3010.The horizontal coordinates were scaled from a topographic map and have
 BH3010.an estimated accuracy of +/- 6 seconds.
 BH3010
 BH3010.The orthometric height was determined by differential leveling
 BH3010.and adjusted in May 1996.
 BH3010
 BH3010.The geoid height was determined by GEOID03.
 BH3010
 BH3010.The dynamic height is computed by dividing the NAVD 88
 BH3010.geopotential number by the normal gravity value computed on the
 BH3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3010.degrees latitude (g = 980.6199 gals.).
 BH3010
 BH3010.The modeled gravity was interpolated from observed gravity values.
 BH3010
 BH3010;                    North         East    Units  Estimated Accuracy
 BH3010;SPC MS E     -   102,810.      293,920.      MT  (+/- 180 meters Scaled)
 BH3010
 BH3010                          SUPERSEDED SURVEY CONTROL
 BH3010
 BH3010.No superseded survey control is available for this station.
 BH3010
 BH3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU178676(NAD 83)
 BH3010_MARKER: DD = SURVEY DISK
 BH3010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3010_SP_SET: BRIDGE ABUTMENT
 BH3010_STAMPING: BM 15V 2 1986
 BH3010_MARK LOGO: MSHD  
 BH3010_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3010+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3010
 BH3010  HISTORY     - Date     Condition        Report By
 BH3010  HISTORY     - 1986     MONUMENTED       MSHD
 BH3010
 BH3010                          STATION DESCRIPTION
 BH3010
 BH3010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3010'MARK IS IN THE EAST END OF THE NORTH ABUTMENT OF THE I-110 BRIDGE OVER
 BH3010'BILOXI BAY IN DIBERVILLE AND 2.9 KM (1.80 MI) NORTH OF BILOXI.  TO
 BH3010'REACH FROM THE I-10 AND I-110 INTERCHANGE BRIDGE IN DIBERVILLE, GO
 BH3010'SOUTH ON I-110 FOR 2.9 KM (1.80 MI) TO THE MARK ON THE LEFT.  MARK IS
 BH3010'A MSHD DISK SET IN A DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT
 BH3010'OF THE CENTER OF THE NORTH BOUND LANE OF I-110, 10.82 M (35.5 FT) EAST
 BH3010'OF THE CENTER OF AN EXIT RAMP, 0.54 M (1.8 FT) WEST OF THE EAST END OF
 BH3010'THE ABUTMENT AND IS ABOUT 1.68 M (5.5 FT) BELOW THE LEVEL OF THE
 BH3010'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3036 ***********************************************************************
 BH3036  DESIGNATION -  15 V 20
 BH3036  PID         -  BH3036
 BH3036  STATE/COUNTY-  MS/STONE
 BH3036  USGS QUAD   -  BEATRICE (1982)
 BH3036
 BH3036                         *CURRENT SURVEY CONTROL
 BH3036  ___________________________________________________________________
 BH3036* NAD 83(1986)-  30 41 54.     (N)    088 54 24.     (W)     SCALED    
 BH3036* NAVD 88     -        52.865  (meters)     173.44   (feet)  ADJUSTED  
 BH3036  ___________________________________________________________________
 BH3036  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH3036  DYNAMIC HT  -          52.795 (meters)     173.21  (feet)  COMP
 BH3036  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 BH3036
 BH3036  VERT ORDER  -  SECOND    CLASS II
 BH3036
 BH3036.The horizontal coordinates were scaled from a topographic map and have
 BH3036.an estimated accuracy of +/- 6 seconds.
 BH3036
 BH3036.The orthometric height was determined by differential leveling
 BH3036.and adjusted in May 1996.
 BH3036
 BH3036.The geoid height was determined by GEOID03.
 BH3036
 BH3036.The dynamic height is computed by dividing the NAVD 88
 BH3036.geopotential number by the normal gravity value computed on the
 BH3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3036.degrees latitude (g = 980.6199 gals.).
 BH3036
 BH3036.The modeled gravity was interpolated from observed gravity values.
 BH3036
 BH3036;                    North         East    Units  Estimated Accuracy
 BH3036;SPC MS E     -   132,840.      292,980.      MT  (+/- 180 meters Scaled)
 BH3036
 BH3036                          SUPERSEDED SURVEY CONTROL
 BH3036
 BH3036.No superseded survey control is available for this station.
 BH3036
 BH3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU173977(NAD 83)
 BH3036_MARKER: DD = SURVEY DISK
 BH3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3036_SP_SET: CONCRETE POST
 BH3036_STAMPING: BM 15V 20 1986
 BH3036_MARK LOGO: MSHD  
 BH3036_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3036+STABILITY: SURFACE MOTION
 BH3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3036+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3036
 BH3036  HISTORY     - Date     Condition        Report By
 BH3036  HISTORY     - 1986     MONUMENTED       MSHD
 BH3036
 BH3036                          STATION DESCRIPTION
 BH3036
 BH3036'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3036'MARK IS LOCATED 28.16 KM (17.50 MI) SOUTHEAST OF WIGGINS ON THE WEST
 BH3036'R.O.W. OF STATE HIGHWAY 15, 28.97 KM (18.00 MI) NORTH OF DIBERVILLE,
 BH3036'2.25 KM (1.40 MI) NORTH OF THE STONE-HARRISON COUNTY LINE SECTION 17,
 BH3036'T4S, RA9W.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 26
 BH3036'15.13 KM (9.40 MI) EAST OF WIGGINS, GO SOUTH ON HIGHWAY 15 FOR 17.3 KM
 BH3036'(10.75 MI) TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 15 FOR 4.1 KM
 BH3036'(2.55 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE
 BH3036'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 34.14 M
 BH3036'(112.0 FT) WEST CENTER HIGHWAY 15, 19.50 M (64.0 FT) SOUTH OF A DIRT
 BH3036'ROAD, 0.30 M (1.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND ABOUT
 BH3036'0.60 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3037 ***********************************************************************
 BH3037  DESIGNATION -  15 V 21
 BH3037  PID         -  BH3037
 BH3037  STATE/COUNTY-  MS/STONE
 BH3037  USGS QUAD   -  BEATRICE (1982)
 BH3037
 BH3037                         *CURRENT SURVEY CONTROL
 BH3037  ___________________________________________________________________
 BH3037* NAD 83(1986)-  30 42 31.     (N)    088 54 24.     (W)     SCALED    
 BH3037* NAVD 88     -        49.673  (meters)     162.97   (feet)  ADJUSTED  
 BH3037  ___________________________________________________________________
 BH3037  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH3037  DYNAMIC HT  -          49.607 (meters)     162.75  (feet)  COMP
 BH3037  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BH3037
 BH3037  VERT ORDER  -  SECOND    CLASS II
 BH3037
 BH3037.The horizontal coordinates were scaled from a topographic map and have
 BH3037.an estimated accuracy of +/- 6 seconds.
 BH3037
 BH3037.The orthometric height was determined by differential leveling
 BH3037.and adjusted in May 1996.
 BH3037
 BH3037.The geoid height was determined by GEOID03.
 BH3037
 BH3037.The dynamic height is computed by dividing the NAVD 88
 BH3037.geopotential number by the normal gravity value computed on the
 BH3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3037.degrees latitude (g = 980.6199 gals.).
 BH3037
 BH3037.The modeled gravity was interpolated from observed gravity values.
 BH3037
 BH3037;                    North         East    Units  Estimated Accuracy
 BH3037;SPC MS E     -   133,980.      292,980.      MT  (+/- 180 meters Scaled)
 BH3037
 BH3037                          SUPERSEDED SURVEY CONTROL
 BH3037
 BH3037.No superseded survey control is available for this station.
 BH3037
 BH3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU174988(NAD 83)
 BH3037_MARKER: DD = SURVEY DISK
 BH3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3037_SP_SET: CONCRETE POST
 BH3037_STAMPING: BM 15V 21 1986
 BH3037_MARK LOGO: MSHD  
 BH3037_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3037+STABILITY: SURFACE MOTION
 BH3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3037+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3037
 BH3037  HISTORY     - Date     Condition        Report By
 BH3037  HISTORY     - 1986     MONUMENTED       MSHD
 BH3037
 BH3037                          STATION DESCRIPTION
 BH3037
 BH3037'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3037'MARK IS LOCATED 21.36 KM (13.25 MI) SOUTHEAST OF WIGGINS ON THE EAST
 BH3037'SIDE OF STATE HIGHWAY 15, 30.09 KM (18.70 MI) NORTH OF DIBERVILLE,
 BH3037'3.22 KM (2.00 MI) NORTH OF THE STONE-HARRISON COUNTY LINE NEAR THE
 BH3037'CENTER OF THE LINE BETWEEN SECTION 8 AND 17, T4S, R9W.  TO REACH FROM
 BH3037'THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST
 BH3037'OF WIGGINS, GO SOUTH ON HIGHWAY 15 FOR 17.3 KM (10.75 MI) TO A
 BH3037'CROSSROAD, CONTINUE SOUTH ON HIGHWAY FOR 3.06 KM (1.90 MI) TO THE MARK
 BH3037'ON THE LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3037'POST FLUSH WITH THE GROUND.  IT IS 39.32 M (129.0 FT) EAST CENTER
 BH3037'HIGHWAY 15, 11.58 M (38.0 FT) SOUTHWEST OF THE CENTER OF THE FORK IN
 BH3037'THE WOODS ROAD, 0.45 M (1.5 FT) SOUTH OF CARSONITE WITNESS POST AND
 BH3037'1.22 M (4.0 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3038 ***********************************************************************
 BH3038  DESIGNATION -  15 V 22
 BH3038  PID         -  BH3038
 BH3038  STATE/COUNTY-  MS/STONE
 BH3038  USGS QUAD   -  BEATRICE (1982)
 BH3038
 BH3038                         *CURRENT SURVEY CONTROL
 BH3038  ___________________________________________________________________
 BH3038* NAD 83(1986)-  30 43 11.     (N)    088 54 48.     (W)     SCALED    
 BH3038* NAVD 88     -        49.653  (meters)     162.90   (feet)  ADJUSTED  
 BH3038  ___________________________________________________________________
 BH3038  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH3038  DYNAMIC HT  -          49.587 (meters)     162.69  (feet)  COMP
 BH3038  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 BH3038
 BH3038  VERT ORDER  -  SECOND    CLASS II
 BH3038
 BH3038.The horizontal coordinates were scaled from a topographic map and have
 BH3038.an estimated accuracy of +/- 6 seconds.
 BH3038
 BH3038.The orthometric height was determined by differential leveling
 BH3038.and adjusted in May 1996.
 BH3038
 BH3038.The geoid height was determined by GEOID03.
 BH3038
 BH3038.The dynamic height is computed by dividing the NAVD 88
 BH3038.geopotential number by the normal gravity value computed on the
 BH3038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3038.degrees latitude (g = 980.6199 gals.).
 BH3038
 BH3038.The modeled gravity was interpolated from observed gravity values.
 BH3038
 BH3038;                    North         East    Units  Estimated Accuracy
 BH3038;SPC MS E     -   135,210.      292,340.      MT  (+/- 180 meters Scaled)
 BH3038
 BH3038                          SUPERSEDED SURVEY CONTROL
 BH3038
 BH3038.No superseded survey control is available for this station.
 BH3038
 BH3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV167001(NAD 83)
 BH3038_MARKER: DD = SURVEY DISK
 BH3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3038_SP_SET: CONCRETE POST
 BH3038_STAMPING: BM 15V 22 1986
 BH3038_MARK LOGO: MSHD  
 BH3038_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3038+STABILITY: SURFACE MOTION
 BH3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3038+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3038
 BH3038  HISTORY     - Date     Condition        Report By
 BH3038  HISTORY     - 1986     MONUMENTED       MSHD
 BH3038
 BH3038                          STATION DESCRIPTION
 BH3038
 BH3038'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3038'MARK IS LOCATED 26.55 KM (16.50 MI) SOUTHEAST OF WIGGINS ON THE
 BH3038'NORTHEAST R.O.W. OF STATE HIGHWAY 15, 31.22 KM (19.40 MI) NORTH OF
 BH3038'DIBERVILLE, 4.02 KM (2.50 MI) NORTH OF THE STONE-HARRISON COUNTY LINE
 BH3038'IN SECTION 8, T4S, R9W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3038'HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF WIGGINS, GO SOUTH ON
 BH3038'STATE HIGHWAY 15 FOR 17.3 KM (10.75 MI) TO A CROSSROAD, CONTINUE SOUTH
 BH3038'ON HIGHWAY 15 FOR 1.85 KM (1.15 MI) TO THE MARK ON THE LEFT.  MARK IS
 BH3038'A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BH3038'GROUND.  IT IS 18.28 M (60.0 FT) NORTHEAST OF CENTER HIGHWAY 15, 1.83
 BH3038'M (6.0 FT) NORTHWEST OF A 14 INCH PINE TREE, 0.45 M (1.5 FT) NORTHEAST
 BH3038'OF A CARSONITE WITNESS POST AND 0.60 M (2.0 FT) ABOVE THE LEVEL OF
 BH3038'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3039 ***********************************************************************
 BH3039  DESIGNATION -  15 V 23
 BH3039  PID         -  BH3039
 BH3039  STATE/COUNTY-  MS/STONE
 BH3039  USGS QUAD   -  BEATRICE (1982)
 BH3039
 BH3039                         *CURRENT SURVEY CONTROL
 BH3039  ___________________________________________________________________
 BH3039* NAD 83(1986)-  30 43 37.     (N)    088 55 06.     (W)     SCALED    
 BH3039* NAVD 88     -        54.824  (meters)     179.87   (feet)  ADJUSTED  
 BH3039  ___________________________________________________________________
 BH3039  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH3039  DYNAMIC HT  -          54.752 (meters)     179.63  (feet)  COMP
 BH3039  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BH3039
 BH3039  VERT ORDER  -  SECOND    CLASS II
 BH3039
 BH3039.The horizontal coordinates were scaled from a topographic map and have
 BH3039.an estimated accuracy of +/- 6 seconds.
 BH3039
 BH3039.The orthometric height was determined by differential leveling
 BH3039.and adjusted in May 1996.
 BH3039
 BH3039.The geoid height was determined by GEOID03.
 BH3039
 BH3039.The dynamic height is computed by dividing the NAVD 88
 BH3039.geopotential number by the normal gravity value computed on the
 BH3039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3039.degrees latitude (g = 980.6199 gals.).
 BH3039
 BH3039.The modeled gravity was interpolated from observed gravity values.
 BH3039
 BH3039;                    North         East    Units  Estimated Accuracy
 BH3039;SPC MS E     -   136,010.      291,860.      MT  (+/- 180 meters Scaled)
 BH3039
 BH3039                          SUPERSEDED SURVEY CONTROL
 BH3039
 BH3039.No superseded survey control is available for this station.
 BH3039
 BH3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV163009(NAD 83)
 BH3039_MARKER: DD = SURVEY DISK
 BH3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3039_SP_SET: CONCRETE POST
 BH3039_STAMPING: BM 15V 23 1986
 BH3039_MARK LOGO: MSHD  
 BH3039_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3039+STABILITY: SURFACE MOTION
 BH3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3039+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3039
 BH3039  HISTORY     - Date     Condition        Report By
 BH3039  HISTORY     - 1986     MONUMENTED       MSHD
 BH3039
 BH3039                          STATION DESCRIPTION
 BH3039
 BH3039'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3039'MARK IS LOCATED 25.75 KM (16.00 MI) SOUTHEAST OF WIGGINS ON THE SOUTH
 BH3039'SIDE OF STATE HIGHWAY 15 IN SECTION 6, T4S, R9W.  TO REACH FROM THE
 BH3039'INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF
 BH3039'WIGGINS, GO SOUTH ON HIGHWAY 15 FOR 17.3 KM (10.75 MI) TO A CROSSROAD,
 BH3039'CONTINUE SOUTH ON HIGHWAY 15 FOR 0.64 KM (0.40 MI) TO THE MARK ON THE
 BH3039'RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 BH3039'FLUSH WITH THE GROUND.  IT IS 27.43 M (90.0 FT) WEST CENTER HIGHWAY
 BH3039'15, 3.50 M (11.5 FT) SOUTHWEST OF A 12 INCH PINE TREE, 3.50 M
 BH3039'(11.5 FT) SOUTHEAST OF A 12 INCH PINE TREE, 3.50 M (11.5 FT) EAST
 BH3039'NORTHEAST OF A 10 INCH PINE TREE, 0.45 M (1.5 FT) EAST OF A CARSONITE
 BH3039'WITNESS POST AND ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3041 ***********************************************************************
 BH3041  DESIGNATION -  15 V 24
 BH3041  PID         -  BH3041
 BH3041  STATE/COUNTY-  MS/STONE
 BH3041  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3041
 BH3041                         *CURRENT SURVEY CONTROL
 BH3041  ___________________________________________________________________
 BH3041* NAD 83(1986)-  30 45 16.     (N)    088 54 24.     (W)     SCALED    
 BH3041* NAVD 88     -        57.773  (meters)     189.54   (feet)  ADJUSTED  
 BH3041  ___________________________________________________________________
 BH3041  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH3041  DYNAMIC HT  -          57.697 (meters)     189.29  (feet)  COMP
 BH3041  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BH3041
 BH3041  VERT ORDER  -  SECOND    CLASS II
 BH3041
 BH3041.The horizontal coordinates were scaled from a topographic map and have
 BH3041.an estimated accuracy of +/- 6 seconds.
 BH3041
 BH3041.The orthometric height was determined by differential leveling
 BH3041.and adjusted in May 1996.
 BH3041
 BH3041.The geoid height was determined by GEOID03.
 BH3041
 BH3041.The dynamic height is computed by dividing the NAVD 88
 BH3041.geopotential number by the normal gravity value computed on the
 BH3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3041.degrees latitude (g = 980.6199 gals.).
 BH3041
 BH3041.The modeled gravity was interpolated from observed gravity values.
 BH3041
 BH3041;                    North         East    Units  Estimated Accuracy
 BH3041;SPC MS E     -   139,060.      292,980.      MT  (+/- 180 meters Scaled)
 BH3041
 BH3041                          SUPERSEDED SURVEY CONTROL
 BH3041
 BH3041.No superseded survey control is available for this station.
 BH3041
 BH3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV174039(NAD 83)
 BH3041_MARKER: DD = SURVEY DISK
 BH3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3041_SP_SET: CONCRETE POST
 BH3041_STAMPING: BM 15V 24 1986
 BH3041_MARK LOGO: MSHD  
 BH3041_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3041+STABILITY: SURFACE MOTION
 BH3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3041+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3041
 BH3041  HISTORY     - Date     Condition        Report By
 BH3041  HISTORY     - 1986     MONUMENTED       MSHD
 BH3041
 BH3041                          STATION DESCRIPTION
 BH3041
 BH3041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3041'MARK IS LOCATED 24.94 KM (15.50 MI)  SOUTHEAST OF WIGGINS IN THE
 BH3041'NORTHEAST ANGLE OF THE JUNCTION OF VESTRY ROAD AND STATE HIGHWAY 15 IN
 BH3041'SECTION 29, T3S, R9W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3041'HIGHWAYS 15 AND 26 15.12 KM (9.40 MI) EAST OF WIGGINS GO SOUTH ON
 BH3041'STATE HIGHWAY 15 FOR 11.58 KM (7.20 MI) TO A CROSSROAD, CONTINUE SOUTH
 BH3041'ON STATE HIGHWAY 15 FOR 4.83 KM (3.00 MI) TO VESTRY ROAD AND THE MARK
 BH3041'ON THE LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3041'POST PROJECTING 0.03 M (0.1 FT) .  IT IS 56.69 M (186.0 FT) EAST
 BH3041'CENTER HIGHWAY 15, 30.78 M (101.0 FT) NORTHWEST CENTER OF VESTRY ROAD,
 BH3041'0.60 M (2.0 FT) WEST OF A 4 INCH CONCRETE (QUARTER) CORNER MARKER AND
 BH3041'0.91 M (3.0 FT) WEST OF A FENCE CORNER, 0.45 M (1.5 FT) NORTHEAST OF A
 BH3041'CARSONITE WITNESS POST AND 0.76 M (2.5 FT) ABOVE THE LEVEL OF THE
 BH3041'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3042 ***********************************************************************
 BH3042  DESIGNATION -  15 V 25
 BH3042  PID         -  BH3042
 BH3042  STATE/COUNTY-  MS/STONE
 BH3042  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3042
 BH3042                         *CURRENT SURVEY CONTROL
 BH3042  ___________________________________________________________________
 BH3042* NAD 83(1986)-  30 45 36.     (N)    088 54 45.     (W)     SCALED    
 BH3042* NAVD 88     -        59.596  (meters)     195.52   (feet)  ADJUSTED  
 BH3042  ___________________________________________________________________
 BH3042  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH3042  DYNAMIC HT  -          59.517 (meters)     195.27  (feet)  COMP
 BH3042  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH3042
 BH3042  VERT ORDER  -  SECOND    CLASS II
 BH3042
 BH3042.The horizontal coordinates were scaled from a topographic map and have
 BH3042.an estimated accuracy of +/- 6 seconds.
 BH3042
 BH3042.The orthometric height was determined by differential leveling
 BH3042.and adjusted in May 1996.
 BH3042
 BH3042.The geoid height was determined by GEOID03.
 BH3042
 BH3042.The dynamic height is computed by dividing the NAVD 88
 BH3042.geopotential number by the normal gravity value computed on the
 BH3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3042.degrees latitude (g = 980.6199 gals.).
 BH3042
 BH3042.The modeled gravity was interpolated from observed gravity values.
 BH3042
 BH3042;                    North         East    Units  Estimated Accuracy
 BH3042;SPC MS E     -   139,670.      292,420.      MT  (+/- 180 meters Scaled)
 BH3042
 BH3042                          SUPERSEDED SURVEY CONTROL
 BH3042
 BH3042.No superseded survey control is available for this station.
 BH3042
 BH3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV169045(NAD 83)
 BH3042_MARKER: DD = SURVEY DISK
 BH3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3042_SP_SET: CONCRETE POST
 BH3042_STAMPING: BM 15V 25 1986
 BH3042_MARK LOGO: MSHD  
 BH3042_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3042+STABILITY: SURFACE MOTION
 BH3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3042+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3042
 BH3042  HISTORY     - Date     Condition        Report By
 BH3042  HISTORY     - 1986     MONUMENTED       MSHD
 BH3042
 BH3042                          STATION DESCRIPTION
 BH3042
 BH3042'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3042'MARK IS LOCATED 24.14 KM (15.00 MI) EAST OF WIGGINS ON THE WEST R.O.W
 BH3042'OF STATE HIGHWAY 15, 24.14 KM (15.00 MI) SOUTHEAST OF WIGGINS IN
 BH3042'SECTION 29, T3S, R9W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3042'HIGHWAYS 15 AND 26 15.12 KM (9.40 MI) EAST OF WIGGINS, GO SOUTH ON
 BH3042'STATE HIGHWAY 15 FOR 11.58 KM (7.20 MI) TO A CROSSROAD, CONTINUE SOUTH
 BH3042'ON HIGHWAY 15 FOR 3.7 KM (2.30 MI) TO THE MARK ON THE RIGHT.  MARK IS
 BH3042'A MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST
 BH3042'FLUSH WITH THE GROUND.  IT IS 30.78 M (101.0 FT) SOUTHWEST OF THE
 BH3042'CENTER OF HIGHWAY 15, 5.64 M (18.5 FT) WEST OF POWER POLE NO. 158,
 BH3042'0.45 M (1.5 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND IS ABOUT
 BH3042'0.60 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3043 ***********************************************************************
 BH3043  DESIGNATION -  15 V 26
 BH3043  PID         -  BH3043
 BH3043  STATE/COUNTY-  MS/STONE
 BH3043  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3043
 BH3043                         *CURRENT SURVEY CONTROL
 BH3043  ___________________________________________________________________
 BH3043* NAD 83(1986)-  30 46 21.     (N)    088 54 55.     (W)     SCALED    
 BH3043* NAVD 88     -        19.516  (meters)      64.03   (feet)  ADJUSTED  
 BH3043  ___________________________________________________________________
 BH3043  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH3043  DYNAMIC HT  -          19.490 (meters)      63.94  (feet)  COMP
 BH3043  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BH3043
 BH3043  VERT ORDER  -  SECOND    CLASS II
 BH3043
 BH3043.The horizontal coordinates were scaled from a topographic map and have
 BH3043.an estimated accuracy of +/- 6 seconds.
 BH3043
 BH3043.The orthometric height was determined by differential leveling
 BH3043.and adjusted in May 1996.
 BH3043
 BH3043.The geoid height was determined by GEOID03.
 BH3043
 BH3043.The dynamic height is computed by dividing the NAVD 88
 BH3043.geopotential number by the normal gravity value computed on the
 BH3043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3043.degrees latitude (g = 980.6199 gals.).
 BH3043
 BH3043.The modeled gravity was interpolated from observed gravity values.
 BH3043
 BH3043;                    North         East    Units  Estimated Accuracy
 BH3043;SPC MS E     -   141,060.      292,160.      MT  (+/- 180 meters Scaled)
 BH3043
 BH3043                          SUPERSEDED SURVEY CONTROL
 BH3043
 BH3043.No superseded survey control is available for this station.
 BH3043
 BH3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV167059(NAD 83)
 BH3043_MARKER: DD = SURVEY DISK
 BH3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3043_SP_SET: CONCRETE POST
 BH3043_STAMPING: BM 15V 26 1986
 BH3043_MARK LOGO: MSHD  
 BH3043_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3043+STABILITY: SURFACE MOTION
 BH3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3043+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3043
 BH3043  HISTORY     - Date     Condition        Report By
 BH3043  HISTORY     - 1986     MONUMENTED       MSHD
 BH3043
 BH3043                          STATION DESCRIPTION
 BH3043
 BH3043'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3043'MARK IS LOCATED 21.56 KM (13.40 MI) EAST OF PERKINSTON IN BETWEEN THE
 BH3043'OLD AND NEW HIGHWAYS 15, ON THE SOUTH SIDE OF RED CREEK, 23.34 KM
 BH3043'(14.50 MI) SOUTHEAST OF WIGGINS IN SECTION 20, T3S, R9W.  TO REACH
 BH3043'FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.12 KM (9.40 MI)
 BH3043'EAST OF WIGGINS, GO SOUTH ON STATE HIGHWAY 15 FOR 11.58 KM (7.20 MI)
 BH3043'TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 15 FOR 2.17 KM (1.35 MI) TO
 BH3043'THE SOUTH END OF THE BRIDGE AND THE MARK ON THE RIGHT.  MARK IS A MSHD
 BH3043'REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 BH3043'THE GROUND.  IT IS 96.93 M (318.0 FT) SOUTH OF THE CENTER OF THE FIRST
 BH3043'PIER SOUTH OF THE CREEK, 48.46 M (159.0 FT) EAST OF THE CENTER OF THE
 BH3043'OLD HIGHWAY, 26.21 M (86.0 FT) SOUTH OF THE TOP OF THE SOUTH BANK OF
 BH3043'THE CREEK, 10.67 M (35.0 FT) SOUTH OF A 20 INCH OAK, 10.36 M
 BH3043'(34.0 FT) NORTHEAST OF A 36 INCH GUM, 6.70 M (22.0 FT) WEST OF A 12
 BH3043'INCH OAK, 6.71 M (22.0 FT) NORTH OF THE CENTER OF A TRACK ROAD, 0.45 M
 BH3043'(1.5 FT) EAST OF A CARSONITE WITNESS POST AND IS ABOUT 4.57 M
 BH3043'(15.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3044 ***********************************************************************
 BH3044  DESIGNATION -  15 V 27
 BH3044  PID         -  BH3044
 BH3044  STATE/COUNTY-  MS/STONE
 BH3044  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3044
 BH3044                         *CURRENT SURVEY CONTROL
 BH3044  ___________________________________________________________________
 BH3044* NAD 83(1986)-  30 47 53.     (N)    088 55 15.     (W)     SCALED    
 BH3044* NAVD 88     -        36.458  (meters)     119.61   (feet)  ADJUSTED  
 BH3044  ___________________________________________________________________
 BH3044  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BH3044  DYNAMIC HT  -          36.410 (meters)     119.46  (feet)  COMP
 BH3044  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 BH3044
 BH3044  VERT ORDER  -  SECOND    CLASS II
 BH3044
 BH3044.The horizontal coordinates were scaled from a topographic map and have
 BH3044.an estimated accuracy of +/- 6 seconds.
 BH3044
 BH3044.The orthometric height was determined by differential leveling
 BH3044.and adjusted in May 1996.
 BH3044
 BH3044.The geoid height was determined by GEOID03.
 BH3044
 BH3044.The dynamic height is computed by dividing the NAVD 88
 BH3044.geopotential number by the normal gravity value computed on the
 BH3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3044.degrees latitude (g = 980.6199 gals.).
 BH3044
 BH3044.The modeled gravity was interpolated from observed gravity values.
 BH3044
 BH3044;                    North         East    Units  Estimated Accuracy
 BH3044;SPC MS E     -   143,890.      291,630.      MT  (+/- 180 meters Scaled)
 BH3044
 BH3044                          SUPERSEDED SURVEY CONTROL
 BH3044
 BH3044.No superseded survey control is available for this station.
 BH3044
 BH3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV162087(NAD 83)
 BH3044_MARKER: DD = SURVEY DISK
 BH3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3044_SP_SET: CONCRETE POST
 BH3044_STAMPING: BM 15V 27 1986
 BH3044_MARK LOGO: MSHD  
 BH3044_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3044+STABILITY: SURFACE MOTION
 BH3044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3044+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3044
 BH3044  HISTORY     - Date     Condition        Report By
 BH3044  HISTORY     - 1986     MONUMENTED       MSHD
 BH3044
 BH3044                          STATION DESCRIPTION
 BH3044
 BH3044'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3044'MARK IS LOCATED 20.92 KM (13.00 MI) EAST SOUTHEAST OF WIGGINS, ON THE
 BH3044'SOUTHWEST RIGHT OF WAY OF STATE HIGHWAY 15, 1.05 KM (0.65 MI) NORTH OF
 BH3044'A CROSSROAD, IN SECTION 7, T3N, R9W.  TO REACH FROM THE INTERSECTION
 BH3044'OF STATE HIGHWAYS 15 AND 26, 15.12 KM (9.40 MI) EAST OF WIGGINS, GO
 BH3044'SOUTH ON STATE HIGHWAY 15 FOR 10.30 KM (6.40 MI) TO A DIM WOODS ROAD
 BH3044'AND THE MARK ON THE RIGHT.  MARK IS A M.S.H.D. DISK SET IN TOP OF A
 BH3044'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 18.90 M (62.0 FT)
 BH3044'SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 15, 9.75 M (32.0 FT)
 BH3044'SOUTHEAST OF THE CENTER OF DIM WOODS ROAD, 5.79 M (19.0 FT) SOUTH
 BH3044'SOUTHWEST OF POWER POLE NO. 110, 1.22 M (4.0 FT) SOUTHEAST OF THE BASE
 BH3044'OF A GUY WIRE, 0.45 M (1.5 FT) SOUTHWEST OF A CARSONITE WITNESS POST
 BH3044'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3045 ***********************************************************************
 BH3045  DESIGNATION -  15 V 28
 BH3045  PID         -  BH3045
 BH3045  STATE/COUNTY-  MS/STONE
 BH3045  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3045
 BH3045                         *CURRENT SURVEY CONTROL
 BH3045  ___________________________________________________________________
 BH3045* NAD 83(1986)-  30 48 21.     (N)    088 55 50.     (W)     SCALED    
 BH3045* NAVD 88     -        45.814  (meters)     150.31   (feet)  ADJUSTED  
 BH3045  ___________________________________________________________________
 BH3045  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH3045  DYNAMIC HT  -          45.753 (meters)     150.11  (feet)  COMP
 BH3045  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 BH3045
 BH3045  VERT ORDER  -  SECOND    CLASS II
 BH3045
 BH3045.The horizontal coordinates were scaled from a topographic map and have
 BH3045.an estimated accuracy of +/- 6 seconds.
 BH3045
 BH3045.The orthometric height was determined by differential leveling
 BH3045.and adjusted in May 1996.
 BH3045
 BH3045.The geoid height was determined by GEOID03.
 BH3045
 BH3045.The dynamic height is computed by dividing the NAVD 88
 BH3045.geopotential number by the normal gravity value computed on the
 BH3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3045.degrees latitude (g = 980.6199 gals.).
 BH3045
 BH3045.The modeled gravity was interpolated from observed gravity values.
 BH3045
 BH3045;                    North         East    Units  Estimated Accuracy
 BH3045;SPC MS E     -   144,760.      290,700.      MT  (+/- 180 meters Scaled)
 BH3045
 BH3045                          SUPERSEDED SURVEY CONTROL
 BH3045
 BH3045.No superseded survey control is available for this station.
 BH3045
 BH3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV153096(NAD 83)
 BH3045_MARKER: DD = SURVEY DISK
 BH3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3045_SP_SET: CONCRETE POST
 BH3045_STAMPING: BM 15V 28 1986
 BH3045_MARK LOGO: MSHD  
 BH3045_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3045+STABILITY: SURFACE MOTION
 BH3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3045+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3045
 BH3045  HISTORY     - Date     Condition        Report By
 BH3045  HISTORY     - 1986     MONUMENTED       MSHD
 BH3045
 BH3045                          STATION DESCRIPTION
 BH3045
 BH3045'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3045'MARK IS LOCATED 20.44 KM (12.70 MI) EAST SOUTHEAST OF WIGGINS ON THE
 BH3045'SOUTHWEST SIDE OF STATE HIGHWAY 15 IN SECTION 7, T3S, R9W.  TO REACH
 BH3045'FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI)
 BH3045'EAST OF WIGGINS, GO SOUTH ON HIGHWAY 15 FOR 5.47 KM (3.40 MI) TO THE
 BH3045'JUNCTION OF HICKMAN ROAD, CONTINUE SOUTHEAST ON HIGHWAY 15 FOR 3.54 KM
 BH3045'(2.20 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE
 BH3045'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.90 M
 BH3045'(62.0 FT) SOUTHWEST CENTER HIGHWAY 15, 10.97 SOUTHWEST OF TELEPHONE
 BH3045'CABLE POLE NUMBER 95LP14, 0.60 M (2.0 FT) NORTHWEST OF A CARSONITE
 BH3045'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3049 ***********************************************************************
 BH3049  DESIGNATION -  15 V 29
 BH3049  PID         -  BH3049
 BH3049  STATE/COUNTY-  MS/STONE
 BH3049  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3049
 BH3049                         *CURRENT SURVEY CONTROL
 BH3049  ___________________________________________________________________
 BH3049* NAD 83(1986)-  30 49 16.     (N)    088 57 20.     (W)     SCALED    
 BH3049* NAVD 88     -        54.177  (meters)     177.75   (feet)  ADJUSTED  
 BH3049  ___________________________________________________________________
 BH3049  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH3049  DYNAMIC HT  -          54.106 (meters)     177.51  (feet)  COMP
 BH3049  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 BH3049
 BH3049  VERT ORDER  -  SECOND    CLASS II
 BH3049
 BH3049.The horizontal coordinates were scaled from a topographic map and have
 BH3049.an estimated accuracy of +/- 6 seconds.
 BH3049
 BH3049.The orthometric height was determined by differential leveling
 BH3049.and adjusted in May 1996.
 BH3049
 BH3049.The geoid height was determined by GEOID03.
 BH3049
 BH3049.The dynamic height is computed by dividing the NAVD 88
 BH3049.geopotential number by the normal gravity value computed on the
 BH3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3049.degrees latitude (g = 980.6199 gals.).
 BH3049
 BH3049.The modeled gravity was interpolated from observed gravity values.
 BH3049
 BH3049;                    North         East    Units  Estimated Accuracy
 BH3049;SPC MS E     -   146,450.      288,310.      MT  (+/- 180 meters Scaled)
 BH3049
 BH3049                          SUPERSEDED SURVEY CONTROL
 BH3049
 BH3049.No superseded survey control is available for this station.
 BH3049
 BH3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV129114(NAD 83)
 BH3049_MARKER: DD = SURVEY DISK
 BH3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3049_SP_SET: CONCRETE POST
 BH3049_STAMPING: BM 15V 29 1986
 BH3049_MARK LOGO: MSHD  
 BH3049_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3049+STABILITY: SURFACE MOTION
 BH3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3049+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3049
 BH3049  HISTORY     - Date     Condition        Report By
 BH3049  HISTORY     - 1986     MONUMENTED       MSHD
 BH3049
 BH3049                          STATION DESCRIPTION
 BH3049
 BH3049'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3049'MARK IS LOCATED 17.7 KM (11.00 MI) EAST SOUTHEAST OF WIGGINS IN THE
 BH3049'SOUTHEAST ANGLE OF THE JUNCTION OF HICKMAN ROAD AND STATE HIGHWAY 15
 BH3049'IN THE NORTHEAST CORNER OF SECTION 2, T3S, R10W.  TO REACH FROM THE
 BH3049'INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF
 BH3049'WIGGINS, GO SOUTH ON HIGHWAY 26 FOR 5.47 KM (3.40 MI) TO A SIDE ROAD
 BH3049'AND THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A
 BH3049'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.90 M (62.0 FT)
 BH3049'SOUTH SOUTHWEST OF CENTER STATE HIGHWAY 15, 26.52 M (87.0 FT)
 BH3049'SOUTHEAST OF A SQUARE CONCRETE POST MARKING THE HIGHWAY AND THE ROAD,
 BH3049'8.83 M (29.0 FT) EAST SOUTHEAST OF THE CENTER OF HICKMAN ROAD, 0.60 M
 BH3049'(2.0 FT) NORTHWEST OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH
 BH3049'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3011 ***********************************************************************
 BH3011  DESIGNATION -  15 V 3
 BH3011  PID         -  BH3011
 BH3011  STATE/COUNTY-  MS/HARRISON
 BH3011  USGS QUAD   -  BILOXI (1992)
 BH3011
 BH3011                         *CURRENT SURVEY CONTROL
 BH3011  ___________________________________________________________________
 BH3011* NAD 83(1986)-  30 26 25.     (N)    088 53 54.     (W)     SCALED    
 BH3011* NAVD 88     -        10.658  (meters)      34.97   (feet)  ADJUSTED  
 BH3011  ___________________________________________________________________
 BH3011  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH3011  DYNAMIC HT  -          10.644 (meters)      34.92  (feet)  COMP
 BH3011  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BH3011
 BH3011  VERT ORDER  -  SECOND    CLASS II
 BH3011
 BH3011.The horizontal coordinates were scaled from a topographic map and have
 BH3011.an estimated accuracy of +/- 6 seconds.
 BH3011
 BH3011.The orthometric height was determined by differential leveling
 BH3011.and adjusted in May 1996.
 BH3011
 BH3011.The geoid height was determined by GEOID03.
 BH3011
 BH3011.The dynamic height is computed by dividing the NAVD 88
 BH3011.geopotential number by the normal gravity value computed on the
 BH3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3011.degrees latitude (g = 980.6199 gals.).
 BH3011
 BH3011.The modeled gravity was interpolated from observed gravity values.
 BH3011
 BH3011;                    North         East    Units  Estimated Accuracy
 BH3011;SPC MS E     -   104,230.      293,760.      MT  (+/- 180 meters Scaled)
 BH3011
 BH3011                          SUPERSEDED SURVEY CONTROL
 BH3011
 BH3011.No superseded survey control is available for this station.
 BH3011
 BH3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU177691(NAD 83)
 BH3011_MARKER: DD = SURVEY DISK
 BH3011_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3011_SP_SET: BRIDGE ABUTMENT
 BH3011_STAMPING: BM 15V 3 1986
 BH3011_MARK LOGO: MSHD  
 BH3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3011+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3011
 BH3011  HISTORY     - Date     Condition        Report By
 BH3011  HISTORY     - 1986     MONUMENTED       MSHD
 BH3011
 BH3011                          STATION DESCRIPTION
 BH3011
 BH3011'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3011'MARK IS LOCATED IN DIBERVILLE IN THE SOUTHEAST END OF THE SOUTHWEST
 BH3011'ABUTMENT OF THE NORTH BOUND LAND OF I-110 BRIDGE OVER CEDAR LAKE
 BH3011'AVENUE IN SECTION 22, T7S R9W.  TO REACH FROM THE I-10 AND I-110
 BH3011'INTERCHANGE BRIDGE IN DIBERVILLE, GO SOUTH ON I-110 FOR 1.61 KM
 BH3011'(1.00 MI) TO THE MARK ON THE LEFT,   A MSHD DISK IN A DRILL
 BH3011'HOLE IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A CONCRETE
 BH3011'BRIDGE.  IT IS 10.97 M (36.0 FT) EAST OF THE CENTER OF THE NORTH BOUND
 BH3011'LAND OF I-110, 0.21 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 BH3011'ABUTMENT, 0.3 M (1.0 FT) NORTH OF A CARSONITE WITNESS POST AND IS
 BH3011'ABOUT 1.52 M (5.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3050 ***********************************************************************
 BH3050  DESIGNATION -  15 V 30
 BH3050  PID         -  BH3050
 BH3050  STATE/COUNTY-  MS/STONE
 BH3050  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3050
 BH3050                         *CURRENT SURVEY CONTROL
 BH3050  ___________________________________________________________________
 BH3050* NAD 83(1986)-  30 49 41.     (N)    088 58 06.     (W)     SCALED    
 BH3050* NAVD 88     -        60.202  (meters)     197.51   (feet)  ADJUSTED  
 BH3050  ___________________________________________________________________
 BH3050  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH3050  DYNAMIC HT  -          60.123 (meters)     197.25  (feet)  COMP
 BH3050  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BH3050
 BH3050  VERT ORDER  -  SECOND    CLASS II
 BH3050
 BH3050.The horizontal coordinates were scaled from a topographic map and have
 BH3050.an estimated accuracy of +/- 6 seconds.
 BH3050
 BH3050.The orthometric height was determined by differential leveling
 BH3050.and adjusted in May 1996.
 BH3050
 BH3050.The geoid height was determined by GEOID03.
 BH3050
 BH3050.The dynamic height is computed by dividing the NAVD 88
 BH3050.geopotential number by the normal gravity value computed on the
 BH3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3050.degrees latitude (g = 980.6199 gals.).
 BH3050
 BH3050.The modeled gravity was interpolated from observed gravity values.
 BH3050
 BH3050;                    North         East    Units  Estimated Accuracy
 BH3050;SPC MS E     -   147,220.      287,080.      MT  (+/- 180 meters Scaled)
 BH3050
 BH3050                          SUPERSEDED SURVEY CONTROL
 BH3050
 BH3050.No superseded survey control is available for this station.
 BH3050
 BH3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV117122(NAD 83)
 BH3050_MARKER: DD = SURVEY DISK
 BH3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3050_SP_SET: CONCRETE POST
 BH3050_STAMPING: BM 15V 30 1986
 BH3050_MARK LOGO: MSHD  
 BH3050_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3050+STABILITY: SURFACE MOTION
 BH3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3050+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3050
 BH3050  HISTORY     - Date     Condition        Report By
 BH3050  HISTORY     - 1986     MONUMENTED       MSHD
 BH3050
 BH3050                          STATION DESCRIPTION
 BH3050
 BH3050'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3050'MARK IS LOCATED 17.1 KM (10.65 MI) EAST SOUTHEAST OF WIGGINS ON THE
 BH3050'SOUTH SIDE OF STATE HIGHWAY 15 IN SECTION 35, T2S, R10W.  TO REACH
 BH3050'FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI)
 BH3050'EAST OF WIGGINS, GO SOUTH ON STATE HIGHWAY 15 FOR 4.1 KM (2.55 MI) TO
 BH3050'THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND
 BH3050'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 21.03 M (69.0 FT) SOUTH
 BH3050'CENTER OF HIGHWAY 15, 12.50 M (41.0 FT) SOUTH OF A FENCE CORNER, 0.91
 BH3050'M (3.0 FT) WEST OF A FENCE, 0.45 M (1.5 FT) SOUTHWEST OF A CARSONITE
 BH3050'WITNESS POST AND ABOUT 1.07 M (3.5 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2041 ***********************************************************************
 EG2041  DESIGNATION -  15 V 300
 EG2041  PID         -  EG2041
 EG2041  STATE/COUNTY-  MS/TIPPAH
 EG2041  USGS QUAD   -  WALNUT (1982)
 EG2041
 EG2041                         *CURRENT SURVEY CONTROL
 EG2041  ___________________________________________________________________
 EG2041* NAD 83(1986)-  34 58 00.     (N)    088 53 51.     (W)     SCALED    
 EG2041* NAVD 88     -       134.942  (meters)     442.72   (feet)  POSTED    
 EG2041  ___________________________________________________________________
 EG2041  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EG2041  DYNAMIC HT  -         134.810 (meters)     442.29  (feet)  COMP
 EG2041  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 EG2041
 EG2041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2041
 EG2041.The horizontal coordinates were scaled from a topographic map and have
 EG2041.an estimated accuracy of +/- 6 seconds.
 EG2041
 EG2041.The orthometric height was determined by differential leveling
 EG2041.and adjusted by the  in 1992.
 EG2041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2041.rate of 0.0 thru 1.0 mm/km.
 EG2041
 EG2041.The geoid height was determined by GEOID03.
 EG2041
 EG2041.The dynamic height is computed by dividing the NAVD 88
 EG2041.geopotential number by the normal gravity value computed on the
 EG2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2041.degrees latitude (g = 980.6199 gals.).
 EG2041
 EG2041.The modeled gravity was interpolated from observed gravity values.
 EG2041
 EG2041;                    North         East    Units  Estimated Accuracy
 EG2041;SPC MS E     -   606,180.      294,140.      MT  (+/- 180 meters Scaled)
 EG2041
 EG2041                          SUPERSEDED SURVEY CONTROL
 EG2041
 EG2041.No superseded survey control is available for this station.
 EG2041
 EG2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD267709(NAD 83)
 EG2041_MARKER: DR = REFERENCE MARK DISK
 EG2041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG2041_SP_SET: HEADWALL
 EG2041_STAMPING: BM 15V 300 1987
 EG2041_MARK LOGO: MSHD  
 EG2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2041+STABILITY: SURFACE MOTION
 EG2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2041+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 EG2041
 EG2041  HISTORY     - Date     Condition        Report By
 EG2041  HISTORY     - 1987     MONUMENTED       MSHD
 EG2041  HISTORY     - 20031105 GOOD             USACE
 EG2041
 EG2041                          STATION DESCRIPTION
 EG2041
 EG2041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2041'2.01 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 EG2041'U.S. HIGHWAY 72 IN WALNUT, TO THE MARK ON THE RIGHT, SET IN DRILL HOLE
 EG2041'IN TOP OF NORTH END OF EAST HEADWALL OF CONCRETE BOX CULVERT, 7.92 M
 EG2041'(26.0 FT) EAST OF THE CENTER OF HIGHWAY 15, 0.30 M (1.0 FT) SOUTH OF A
 EG2041'CARSONITE WITNESS POST AND 1.27 M (4.2 FT) BELOW LEVEL OF HIGHWAY.
 EG2041
 EG2041                          STATION RECOVERY (2003)
 EG2041
 EG2041'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3051 ***********************************************************************
 BH3051  DESIGNATION -  15 V 31
 BH3051  PID         -  BH3051
 BH3051  STATE/COUNTY-  MS/STONE
 BH3051  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH3051
 BH3051                         *CURRENT SURVEY CONTROL
 BH3051  ___________________________________________________________________
 BH3051* NAD 83(1986)-  30 50 41.     (N)    088 59 12.     (W)     SCALED    
 BH3051* NAVD 88     -        67.958  (meters)     222.96   (feet)  ADJUSTED  
 BH3051  ___________________________________________________________________
 BH3051  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH3051  DYNAMIC HT  -          67.869 (meters)     222.67  (feet)  COMP
 BH3051  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH3051
 BH3051  VERT ORDER  -  SECOND    CLASS II
 BH3051
 BH3051.The horizontal coordinates were scaled from a topographic map and have
 BH3051.an estimated accuracy of +/- 6 seconds.
 BH3051
 BH3051.The orthometric height was determined by differential leveling
 BH3051.and adjusted in May 1996.
 BH3051
 BH3051.The geoid height was determined by GEOID03.
 BH3051
 BH3051.The dynamic height is computed by dividing the NAVD 88
 BH3051.geopotential number by the normal gravity value computed on the
 BH3051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3051.degrees latitude (g = 980.6199 gals.).
 BH3051
 BH3051.The modeled gravity was interpolated from observed gravity values.
 BH3051
 BH3051;                    North         East    Units  Estimated Accuracy
 BH3051;SPC MS E     -   149,070.      285,330.      MT  (+/- 180 meters Scaled)
 BH3051
 BH3051                          SUPERSEDED SURVEY CONTROL
 BH3051
 BH3051.No superseded survey control is available for this station.
 BH3051
 BH3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV100140(NAD 83)
 BH3051_MARKER: DD = SURVEY DISK
 BH3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3051_SP_SET: CONCRETE POST
 BH3051_STAMPING: BM 15V 31 1986
 BH3051_MARK LOGO: MSHD  
 BH3051_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3051+STABILITY: SURFACE MOTION
 BH3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3051+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3051
 BH3051  HISTORY     - Date     Condition        Report By
 BH3051  HISTORY     - 1986     MONUMENTED       MSHD
 BH3051
 BH3051                          STATION DESCRIPTION
 BH3051
 BH3051'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3051'MARK IS LOCATED 14.48 KM (9.00 MI) EAST OF WIGGINS ON THE NORTHEAST
 BH3051'R.O.W. OF STATE HIGHWAY 15 OPPOSITE THE JUNCTION OF PARAMOUNT CHURCH
 BH3051'ROAD IN SECTION 28, T2S, R10W.  TO REACH FROM THE INTERSECTION OF
 BH3051'STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF WIGGINS, GO SOUTH
 BH3051'ON HIGHWAY 15 FOR 1.45 KM (0.90 MI) TO A SIDE ROAD RIGHT AND THE MARK
 BH3051'ON THE LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3051'POST FLUSH WITH THE GROUND.  IT IS 33.83 M (111.0 FT) NORTHEAST CENTER
 BH3051'HIGHWAY 15, 29.87 M (98.0 FT) NORTH OF A POWER LINE POLE, 6.40 M
 BH3051'(21.0 FT) NORTHWEST CENTER OF A WOODS ROAD, 1.52 M (5.0 FT) NORTHWEST
 BH3051'OF PROJECTED CENTER OF PARAMOUNT CHURCH ROAD, 0.52 M (1.7 FT)
 BH3051'SOUTHWEST OF A FENCE, 0.45 M (1.5 FT) NORTHEAST OF A CARSONITE WITNESS
 BH3051'POST AND ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3052 ***********************************************************************
 BH3052  DESIGNATION -  15 V 32
 BH3052  PID         -  BH3052
 BH3052  STATE/COUNTY-  MS/STONE
 BH3052  USGS QUAD   -  WHITES CROSSING (1983)
 BH3052
 BH3052                         *CURRENT SURVEY CONTROL
 BH3052  ___________________________________________________________________
 BH3052* NAD 83(1986)-  30 51 21.     (N)    089 00 00.     (W)     SCALED    
 BH3052* NAVD 88     -        55.985  (meters)     183.68   (feet)  ADJUSTED  
 BH3052  ___________________________________________________________________
 BH3052  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH3052  DYNAMIC HT  -          55.912 (meters)     183.44  (feet)  COMP
 BH3052  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 BH3052
 BH3052  VERT ORDER  -  SECOND    CLASS II
 BH3052
 BH3052.The horizontal coordinates were scaled from a topographic map and have
 BH3052.an estimated accuracy of +/- 6 seconds.
 BH3052
 BH3052.The orthometric height was determined by differential leveling
 BH3052.and adjusted in May 1996.
 BH3052
 BH3052.The geoid height was determined by GEOID03.
 BH3052
 BH3052.The dynamic height is computed by dividing the NAVD 88
 BH3052.geopotential number by the normal gravity value computed on the
 BH3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3052.degrees latitude (g = 980.6199 gals.).
 BH3052
 BH3052.The modeled gravity was interpolated from observed gravity values.
 BH3052
 BH3052;                    North         East    Units  Estimated Accuracy
 BH3052;SPC MS E     -   150,310.      284,060.      MT  (+/- 180 meters Scaled)
 BH3052
 BH3052                          SUPERSEDED SURVEY CONTROL
 BH3052
 BH3052.No superseded survey control is available for this station.
 BH3052
 BH3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV087153(NAD 83)
 BH3052_MARKER: DD = SURVEY DISK
 BH3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3052_SP_SET: CONCRETE POST
 BH3052_STAMPING: BM 15V 32 1986
 BH3052_MARK LOGO: MSHD  
 BH3052_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3052+STABILITY: SURFACE MOTION
 BH3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3052+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3052
 BH3052  HISTORY     - Date     Condition        Report By
 BH3052  HISTORY     - 1986     MONUMENTED       MSHD
 BH3052
 BH3052                          STATION DESCRIPTION
 BH3052
 BH3052'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3052'MARK IS LOCATED 13.52 KM (8.40 MI) EAST OF THE CENTER OF WIGGINS IN
 BH3052'THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 IN
 BH3052'SECTION 21, T2S, R10W.  TO REACH FROM THE INTERSECTION OF U.S. 49 AND
 BH3052'STATE HIGHWAY 26 IN WIGGINS, GO EAST ON HIGHWAY 26 FOR 15.12 KM
 BH3052'(9.40 MI) TO JUNCTION STATE HIGHWAY 26 AND STATE HIGHWAY 15 AND THE
 BH3052'MARK IN THE NORTHWEST QUADRANT.  MARK IS A MSHD DISK SET IN THE TOP OF
 BH3052'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 26.21 M (86.0 FT)
 BH3052'NORTH CENTER HIGHWAY 26, 26.21 M (86.0 FT) SOUTHWEST CENTER BLACKTOP
 BH3052'ROAD, 5.79 M (19.0 FT) SOUTH OF A 13 INCH PINE TREE, 3.04 M (10.0 FT)
 BH3052'WEST OF A 14 INCH PINE TREE, 0.45 M (1.5 FT) NORTHWEST OF A CARSONITE
 BH3052'WITNESS POST AND 0.60 M (2.0 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3053 ***********************************************************************
 BH3053  DESIGNATION -  15 V 33
 BH3053  PID         -  BH3053
 BH3053  STATE/COUNTY-  MS/STONE
 BH3053  USGS QUAD   -  WHITES CROSSING (1983)
 BH3053
 BH3053                         *CURRENT SURVEY CONTROL
 BH3053  ___________________________________________________________________
 BH3053* NAD 83(1986)-  30 51 58.     (N)    089 00 12.     (W)     SCALED    
 BH3053* NAVD 88     -        56.542  (meters)     185.50   (feet)  ADJUSTED  
 BH3053  ___________________________________________________________________
 BH3053  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH3053  DYNAMIC HT  -          56.468 (meters)     185.26  (feet)  COMP
 BH3053  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BH3053
 BH3053  VERT ORDER  -  SECOND    CLASS II
 BH3053
 BH3053.The horizontal coordinates were scaled from a topographic map and have
 BH3053.an estimated accuracy of +/- 6 seconds.
 BH3053
 BH3053.The orthometric height was determined by differential leveling
 BH3053.and adjusted in May 1996.
 BH3053
 BH3053.The geoid height was determined by GEOID03.
 BH3053
 BH3053.The dynamic height is computed by dividing the NAVD 88
 BH3053.geopotential number by the normal gravity value computed on the
 BH3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3053.degrees latitude (g = 980.6199 gals.).
 BH3053
 BH3053.The modeled gravity was interpolated from observed gravity values.
 BH3053
 BH3053;                    North         East    Units  Estimated Accuracy
 BH3053;SPC MS E     -   151,450.      283,740.      MT  (+/- 180 meters Scaled)
 BH3053
 BH3053                          SUPERSEDED SURVEY CONTROL
 BH3053
 BH3053.No superseded survey control is available for this station.
 BH3053
 BH3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV084164(NAD 83)
 BH3053_MARKER: DR = REFERENCE MARK DISK
 BH3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3053_SP_SET: CONCRETE POST
 BH3053_STAMPING: BM 15 V 33 1986
 BH3053_MARK LOGO: MSHD  
 BH3053_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3053+STABILITY: SURFACE MOTION
 BH3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3053+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3053
 BH3053  HISTORY     - Date     Condition        Report By
 BH3053  HISTORY     - 1986     MONUMENTED       MSHD
 BH3053
 BH3053                          STATION DESCRIPTION
 BH3053
 BH3053'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3053'MARK IS LOCATED 12.87 KM (8.00 MI) EAST OF WIGGINS IN THE SOUTHEAST
 BH3053'ANGLE OF THE JUNCTION OF A PAVED ROAD AND A WOODS ROAD IN THE
 BH3053'NORTHEAST CORNER OF SECTION 20, T2S, R10W.  TO REACH FROM THE
 BH3053'INTERSECTION OF U.S. 49 AND STATE HIGHWAY 26 IN WIGGINS, GO EAST ON
 BH3053'STATE HIGHWAY 26 FOR 15.13 KM (9.40 MI) TO JUNCTION STATE HIGHWAY 26
 BH3053'AND STATE HIGHWAY 15, TURN LEFT NORTH ON STATE HIGHWAY 15 AND GO 1.21
 BH3053'KM (0.75 MI) TO THE MARK ON THE RIGHT, AT CREST OF HILL AND WOODS
 BH3053'ROAD.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 BH3053'FLUSH WITH THE GROUND.  IT IS 17.68 NORTHEAST CENTER STATE HIGHWAY 15,
 BH3053'5.18 M (17.0 FT) SOUTH SOUTHEAST CENTER DIM WOODS ROAD, 0.76 M
 BH3053'(2.5 FT) NORTHEAST OF A FENCE CORNER POST, 0.60 M (2.0 FT) WEST OF
 BH3053'CARSONITE WITNESS POST AND ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF
 BH3053'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3054 ***********************************************************************
 BH3054  DESIGNATION -  15 V 34
 BH3054  PID         -  BH3054
 BH3054  STATE/COUNTY-  MS/STONE
 BH3054  USGS QUAD   -  BOND POND (1983)
 BH3054
 BH3054                         *CURRENT SURVEY CONTROL
 BH3054  ___________________________________________________________________
 BH3054* NAD 83(1986)-  30 52 35.     (N)    089 00 10.     (W)     SCALED    
 BH3054* NAVD 88     -        49.920  (meters)     163.78   (feet)  ADJUSTED  
 BH3054  ___________________________________________________________________
 BH3054  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH3054  DYNAMIC HT  -          49.855 (meters)     163.57  (feet)  COMP
 BH3054  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BH3054
 BH3054  VERT ORDER  -  SECOND    CLASS II
 BH3054
 BH3054.The horizontal coordinates were scaled from a topographic map and have
 BH3054.an estimated accuracy of +/- 6 seconds.
 BH3054
 BH3054.The orthometric height was determined by differential leveling
 BH3054.and adjusted in May 1996.
 BH3054
 BH3054.The geoid height was determined by GEOID03.
 BH3054
 BH3054.The dynamic height is computed by dividing the NAVD 88
 BH3054.geopotential number by the normal gravity value computed on the
 BH3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3054.degrees latitude (g = 980.6199 gals.).
 BH3054
 BH3054.The modeled gravity was interpolated from observed gravity values.
 BH3054
 BH3054;                    North         East    Units  Estimated Accuracy
 BH3054;SPC MS E     -   152,590.      283,800.      MT  (+/- 180 meters Scaled)
 BH3054
 BH3054                          SUPERSEDED SURVEY CONTROL
 BH3054
 BH3054.No superseded survey control is available for this station.
 BH3054
 BH3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV085176(NAD 83)
 BH3054_MARKER: DD = SURVEY DISK
 BH3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3054_SP_SET: CONCRETE POST
 BH3054_STAMPING: BM 15V 34 1986
 BH3054_MARK LOGO: MSHD  
 BH3054_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3054+STABILITY: SURFACE MOTION
 BH3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3054+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3054
 BH3054  HISTORY     - Date     Condition        Report By
 BH3054  HISTORY     - 1986     MONUMENTED       MSHD
 BH3054
 BH3054                          STATION DESCRIPTION
 BH3054
 BH3054'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3054'MARK IS LOCATED 12.87 KM (8.00 MI) EAST NORTHEAST OF WIGGINS ON THE
 BH3054'NORTHWEST SIDE OF STATE HIGHWAY 15 IN SECTION 17, T2S, R10W.  TO REACH
 BH3054'FROM THE INTERSECTION OF U.S. 49 AND STATE HIGHWAY 26 IN WIGGINS, GO
 BH3054'EAST ON STATE HIGWHAY 26 FOR 15.13 KM (9.40 MI) TO JUNCTION STATE
 BH3054'HIGHWAY 26 AND STATE HIGHWAY 15, TURN LEFT NORTH ON HIGHWAY 15 AND GO
 BH3054'2.57 KM (1.60 MI) TO THE MARK ON THE LEFT, 0.16 KM (0.10 MI) NORTH OF
 BH3054'A CONCRETE BRIDGE.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND
 BH3054'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.29 M (60.0 FT) WEST
 BH3054'NORTHWEST CENTER HIGHWAY 15, 27.87 M (91.4 FT)  NORTH NORTHEAST OF A
 BH3054'ROW MARKER, 5.18 M (17.0 FT) SOUTH OF THE S EDGE OF A DITCH, 0.30 M
 BH3054'(1.0 FT) SOUTH OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH THE
 BH3054'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3055 ***********************************************************************
 BH3055  DESIGNATION -  15 V 35
 BH3055  PID         -  BH3055
 BH3055  STATE/COUNTY-  MS/STONE
 BH3055  USGS QUAD   -  BARBARA (1982)
 BH3055
 BH3055                         *CURRENT SURVEY CONTROL
 BH3055  ___________________________________________________________________
 BH3055* NAD 83(1986)-  30 53 07.     (N)    088 59 48.     (W)     SCALED    
 BH3055* NAVD 88     -        69.034  (meters)     226.49   (feet)  ADJUSTED  
 BH3055  ___________________________________________________________________
 BH3055  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH3055  DYNAMIC HT  -          68.944 (meters)     226.19  (feet)  COMP
 BH3055  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BH3055
 BH3055  VERT ORDER  -  SECOND    CLASS II
 BH3055
 BH3055.The horizontal coordinates were scaled from a topographic map and have
 BH3055.an estimated accuracy of +/- 6 seconds.
 BH3055
 BH3055.The orthometric height was determined by differential leveling
 BH3055.and adjusted in May 1996.
 BH3055
 BH3055.The geoid height was determined by GEOID03.
 BH3055
 BH3055.The dynamic height is computed by dividing the NAVD 88
 BH3055.geopotential number by the normal gravity value computed on the
 BH3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3055.degrees latitude (g = 980.6199 gals.).
 BH3055
 BH3055.The modeled gravity was interpolated from observed gravity values.
 BH3055
 BH3055;                    North         East    Units  Estimated Accuracy
 BH3055;SPC MS E     -   153,570.      284,380.      MT  (+/- 180 meters Scaled)
 BH3055
 BH3055                          SUPERSEDED SURVEY CONTROL
 BH3055
 BH3055.No superseded survey control is available for this station.
 BH3055
 BH3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV091185(NAD 83)
 BH3055_MARKER: DD = SURVEY DISK
 BH3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3055_SP_SET: CONCRETE POST
 BH3055_STAMPING: BM 15V 35 1986
 BH3055_MARK LOGO: MSHD  
 BH3055_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3055+STABILITY: SURFACE MOTION
 BH3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3055+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3055
 BH3055  HISTORY     - Date     Condition        Report By
 BH3055  HISTORY     - 1986     MONUMENTED       MSHD
 BH3055
 BH3055                          STATION DESCRIPTION
 BH3055
 BH3055'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3055'MARK IS LOCATED 13.68 KM (8.50 MI) EAST NORTHEAST OF WIGGINS IN THE
 BH3055'SOUTHEAST ANGLE OF A JUNCTION IN SECTION 9, T2S, R10W.  TO REACH FROM
 BH3055'THE INTERSECTION OF U.S. 49 AND STATE HIGHWAY 26 IN WIGGINS, GO EAST
 BH3055'ON STATE HIGHWAY 26 FOR 15.13 KM (9.40 MI) TO JUNCTION STATE HIGHWAY
 BH3055'26 AND STATE HIGHWAY 15, TURN LEFT NORTH ON HIGHWAY 15 AND GO 3.70 KM
 BH3055'(2.30 MI) TO A SIDE ROAD AND THE MARK ON THE RIGHT.  MARK IS A MSHD
 BH3055'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BH3055'IT IS 38.86 M (127.5 FT) EAST CENTER STATE HIGHWAY 15, 17.37 M
 BH3055'(57.0 FT) SOUTH OF POWER LINE POLE NO. 53-N-149, 10.05 M (33.0 FT)
 BH3055'SOUTH CENTER PAVED SIDE ROAD, 3.66 M (12.0 FT) SOUTH SOUTHWEST OF A
 BH3055'FENCE CORNER, 0.60 M (2.0 FT) WEST OF A FENCE, 0.60 M (2.0 FT) SOUTH
 BH3055'OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3056 ***********************************************************************
 BH3056  DESIGNATION -  15 V 36
 BH3056  PID         -  BH3056
 BH3056  STATE/COUNTY-  MS/STONE
 BH3056  USGS QUAD   -  BARBARA (1982)
 BH3056
 BH3056                         *CURRENT SURVEY CONTROL
 BH3056  ___________________________________________________________________
 BH3056* NAD 83(1986)-  30 53 54.     (N)    088 59 45.     (W)     SCALED    
 BH3056* NAVD 88     -        67.656  (meters)     221.97   (feet)  ADJUSTED  
 BH3056  ___________________________________________________________________
 BH3056  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH3056  DYNAMIC HT  -          67.568 (meters)     221.68  (feet)  COMP
 BH3056  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BH3056
 BH3056  VERT ORDER  -  SECOND    CLASS II
 BH3056
 BH3056.The horizontal coordinates were scaled from a topographic map and have
 BH3056.an estimated accuracy of +/- 6 seconds.
 BH3056
 BH3056.The orthometric height was determined by differential leveling
 BH3056.and adjusted in May 1996.
 BH3056
 BH3056.The geoid height was determined by GEOID03.
 BH3056
 BH3056.The dynamic height is computed by dividing the NAVD 88
 BH3056.geopotential number by the normal gravity value computed on the
 BH3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3056.degrees latitude (g = 980.6199 gals.).
 BH3056
 BH3056.The modeled gravity was interpolated from observed gravity values.
 BH3056
 BH3056;                    North         East    Units  Estimated Accuracy
 BH3056;SPC MS E     -   155,020.      284,470.      MT  (+/- 180 meters Scaled)
 BH3056
 BH3056                          SUPERSEDED SURVEY CONTROL
 BH3056
 BH3056.No superseded survey control is available for this station.
 BH3056
 BH3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV092200(NAD 83)
 BH3056_MARKER: DD = SURVEY DISK
 BH3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3056_SP_SET: CONCRETE POST
 BH3056_STAMPING: BM 15V 36 1986
 BH3056_MARK LOGO: MSHD  
 BH3056_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3056+STABILITY: SURFACE MOTION
 BH3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3056+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3056
 BH3056  HISTORY     - Date     Condition        Report By
 BH3056  HISTORY     - 1986     MONUMENTED       MSHD
 BH3056
 BH3056                          STATION DESCRIPTION
 BH3056
 BH3056'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3056'MARK IS LOCATED 14.0 KM (8.70 MI) EAST NORTHEAST OF WIGGINS ON THE
 BH3056'EAST SIDE OF A GRAVEL ROAD IN SECTION 4, T2S, R10W.  TO REACH FROM THE
 BH3056'INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF
 BH3056'WIGGINS, GO NORTH ON HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK, TAKE
 BH3056'THE RIGHT FORK AND CONTINUE NORTH ON A GRAVEL ROAD FOR 0.73 KM
 BH3056'(0.45 MI) TO THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD LEFT.  MARK
 BH3056'IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BH3056'GROUND.  IT IS 20.42 M (67.0 FT) EAST OF A 20 INCH OAK ON WEST SIDE OF
 BH3056'ROAD, 16.15 M (53.0 FT) EAST CENTER OF GRAVEL ROAD, 6.55 M (21.5 FT)
 BH3056'EAST NORTHEAST OF A 18 INCH OAK TREE, 0.30 M (1.0 FT)  SOUTH OF A
 BH3056'CARSONITE WITNESS POST AND 0.30 M (1.0 FT) ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3057 ***********************************************************************
 BH3057  DESIGNATION -  15 V 37
 BH3057  PID         -  BH3057
 BH3057  STATE/COUNTY-  MS/STONE
 BH3057  USGS QUAD   -  BARBARA (1982)
 BH3057
 BH3057                         *CURRENT SURVEY CONTROL
 BH3057  ___________________________________________________________________
 BH3057* NAD 83(1986)-  30 54 23.     (N)    088 59 24.     (W)     SCALED    
 BH3057* NAVD 88     -        44.059  (meters)     144.55   (feet)  ADJUSTED  
 BH3057  ___________________________________________________________________
 BH3057  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH3057  DYNAMIC HT  -          44.002 (meters)     144.36  (feet)  COMP
 BH3057  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BH3057
 BH3057  VERT ORDER  -  SECOND    CLASS II
 BH3057
 BH3057.The horizontal coordinates were scaled from a topographic map and have
 BH3057.an estimated accuracy of +/- 6 seconds.
 BH3057
 BH3057.The orthometric height was determined by differential leveling
 BH3057.and adjusted in May 1996.
 BH3057
 BH3057.The geoid height was determined by GEOID03.
 BH3057
 BH3057.The dynamic height is computed by dividing the NAVD 88
 BH3057.geopotential number by the normal gravity value computed on the
 BH3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3057.degrees latitude (g = 980.6199 gals.).
 BH3057
 BH3057.The modeled gravity was interpolated from observed gravity values.
 BH3057
 BH3057;                    North         East    Units  Estimated Accuracy
 BH3057;SPC MS E     -   155,910.      285,020.      MT  (+/- 180 meters Scaled)
 BH3057
 BH3057                          SUPERSEDED SURVEY CONTROL
 BH3057
 BH3057.No superseded survey control is available for this station.
 BH3057
 BH3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV098209(NAD 83)
 BH3057_MARKER: DD = SURVEY DISK
 BH3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3057_SP_SET: CONCRETE POST
 BH3057_STAMPING: BM 15V 37 1986
 BH3057_MARK LOGO: MSHD  
 BH3057_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3057+STABILITY: SURFACE MOTION
 BH3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3057+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3057
 BH3057  HISTORY     - Date     Condition        Report By
 BH3057  HISTORY     - 1986     MONUMENTED       MSHD
 BH3057
 BH3057                          STATION DESCRIPTION
 BH3057
 BH3057'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3057'MARK IS LOCATED 19.87 KM (12.35 MI) EAST NORTHEAST OF WIGGINS ON THE
 BH3057'WEST SIDE OF A GRAVEL ROAD IN SECATION 4, T2S, R10W.  TO REACH FROM
 BH3057'THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST
 BH3057'OF WIGGINS, GO NORTH ON HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK,
 BH3057'TAKE THE RIGHT FORK AND GO NORTH ON A GRAVEL ROAD FOR 1.88 KM
 BH3057'(1.15 MI) TO A SIDE ROAD RIGHT, CONTINUE NORTHEAST ON A GRAVEL ROAD
 BH3057'FOR 0.56 KM (0.35 MI) TO A DIM WOODS ROAD AND THE MARK ON THE LEFT.
 BH3057'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 BH3057'THE GROUND.  IT IS 19.66 M (64.5 FT) WEST NORTHWEST CENTER OF A GRAVEL
 BH3057'ROAD, 8.53 M (28.0 FT) WEST SOUTHWEST OF A 20 INCH OAK TREE, 5.64 M
 BH3057'(18.5 FT) NORTH NORTHEAST OF A 8 INCH DOGWOOD TREE, 1.98 M (6.5 FT)
 BH3057'SOUTH OF A 10 INCH OAK TREE, 0.45 M (1.5 FT) SOUTHWEST OF A CARSONITE
 BH3057'WITNESS POST AND ABOUT 1.83 M (6.0 FT) ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3058 ***********************************************************************
 BH3058  DESIGNATION -  15 V 38
 BH3058  PID         -  BH3058
 BH3058  STATE/COUNTY-  MS/PERRY
 BH3058  USGS QUAD   -  BARBARA (1982)
 BH3058
 BH3058                         *CURRENT SURVEY CONTROL
 BH3058  ___________________________________________________________________
 BH3058* NAD 83(1986)-  30 54 56.     (N)    088 58 36.     (W)     SCALED    
 BH3058* NAVD 88     -        28.847  (meters)      94.64   (feet)  ADJUSTED  
 BH3058  ___________________________________________________________________
 BH3058  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BH3058  DYNAMIC HT  -          28.810 (meters)      94.52  (feet)  COMP
 BH3058  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BH3058
 BH3058  VERT ORDER  -  SECOND    CLASS II
 BH3058
 BH3058.The horizontal coordinates were scaled from a topographic map and have
 BH3058.an estimated accuracy of +/- 6 seconds.
 BH3058
 BH3058.The orthometric height was determined by differential leveling
 BH3058.and adjusted in May 1996.
 BH3058
 BH3058.The geoid height was determined by GEOID03.
 BH3058
 BH3058.The dynamic height is computed by dividing the NAVD 88
 BH3058.geopotential number by the normal gravity value computed on the
 BH3058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3058.degrees latitude (g = 980.6199 gals.).
 BH3058
 BH3058.The modeled gravity was interpolated from observed gravity values.
 BH3058
 BH3058;                    North         East    Units  Estimated Accuracy
 BH3058;SPC MS E     -   156,920.      286,300.      MT  (+/- 180 meters Scaled)
 BH3058
 BH3058                          SUPERSEDED SURVEY CONTROL
 BH3058
 BH3058.No superseded survey control is available for this station.
 BH3058
 BH3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV111219(NAD 83)
 BH3058_MARKER: DD = SURVEY DISK
 BH3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3058_SP_SET: CONCRETE POST
 BH3058_STAMPING: BM 15V 38 1986
 BH3058_MARK LOGO: MSHD  
 BH3058_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3058+STABILITY: SURFACE MOTION
 BH3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3058+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3058
 BH3058  HISTORY     - Date     Condition        Report By
 BH3058  HISTORY     - 1986     MONUMENTED       MSHD
 BH3058
 BH3058                          STATION DESCRIPTION
 BH3058
 BH3058'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3058'MARK IS LOCATED 21.97 KM (13.65 MI) NORTHEAST OF WIGGINS ON THE EAST
 BH3058'SIDE OF A GRAVEL ROAD, 0.52 KM (0.30 MI) SOUTH OF A PAVED ROAD IN
 BH3058'SECTION 34, T1S, R10W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3058'HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF WIGGINS, GO NORTH ON
 BH3058'HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK, TAKE THE RIGHT FORK AND GO
 BH3058'NORTH ON A GRAVEL ROAD  FOR 2.33 KM (1.45 MI) TO A WOODS ROAD AND THE
 BH3058'MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND
 BH3058'CONCRETE POST PROJECTING 0.05 M (0.2 FT) .   IT IS 27.13 M (89.0 FT)
 BH3058'EAST CENTER HIGHWAY 15, 13.11 M (43.0 FT) SOUTHWEST OF TRIPLE TRUNK
 BH3058'OAK TREE, 7.62 M (25.0 FT) NORTHEAST CENTER OF A WOODS ROAD, 0.30 M
 BH3058'(1.0 FT) NORTH NORTHWEST OF A CARSONITE WITNESS POST AND ABOUT LEVEL
 BH3058'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3059 ***********************************************************************
 BH3059  DESIGNATION -  15 V 39
 BH3059  PID         -  BH3059
 BH3059  STATE/COUNTY-  MS/PERRY
 BH3059  USGS QUAD   -  BARBARA (1982)
 BH3059
 BH3059                         *CURRENT SURVEY CONTROL
 BH3059  ___________________________________________________________________
 BH3059* NAD 83(1986)-  30 55 24.     (N)    088 58 18.     (W)     SCALED    
 BH3059* NAVD 88     -        30.483  (meters)     100.01   (feet)  ADJUSTED  
 BH3059  ___________________________________________________________________
 BH3059  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH3059  DYNAMIC HT  -          30.443 (meters)      99.88  (feet)  COMP
 BH3059  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BH3059
 BH3059  VERT ORDER  -  SECOND    CLASS II
 BH3059
 BH3059.The horizontal coordinates were scaled from a topographic map and have
 BH3059.an estimated accuracy of +/- 6 seconds.
 BH3059
 BH3059.The orthometric height was determined by differential leveling
 BH3059.and adjusted in May 1996.
 BH3059
 BH3059.The geoid height was determined by GEOID03.
 BH3059
 BH3059.The dynamic height is computed by dividing the NAVD 88
 BH3059.geopotential number by the normal gravity value computed on the
 BH3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3059.degrees latitude (g = 980.6199 gals.).
 BH3059
 BH3059.The modeled gravity was interpolated from observed gravity values.
 BH3059
 BH3059;                    North         East    Units  Estimated Accuracy
 BH3059;SPC MS E     -   157,790.      286,780.      MT  (+/- 180 meters Scaled)
 BH3059
 BH3059                          SUPERSEDED SURVEY CONTROL
 BH3059
 BH3059.No superseded survey control is available for this station.
 BH3059
 BH3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV116227(NAD 83)
 BH3059_MARKER: DD = SURVEY DISK
 BH3059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3059_SP_SET: BRIDGE ABUTMENT
 BH3059_STAMPING: BM 15V 39 1986
 BH3059_MARK LOGO: MSHD  
 BH3059_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3059+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3059
 BH3059  HISTORY     - Date     Condition        Report By
 BH3059  HISTORY     - 1986     MONUMENTED       MSHD
 BH3059
 BH3059                          STATION DESCRIPTION
 BH3059
 BH3059'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3059'MARK IS LOCATED 17.7 KM (11.00 MI) NORTHEAST OF WIGGINS IN THE
 BH3059'NORTHEAST CORNER OF A CONCRETE BRIDGE OVER BLACK CREEK IN THE
 BH3059'NORTHEAST CORNER OF SECTION 34, T1S, R10W.  TO REACH FROM THE
 BH3059'INTERSECTION OF STATE HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF
 BH3059'WIGGINS, GO NORTH ON HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK, TAKE
 BH3059'THE RIGHT FORK AND GO NORTH ON A GRAVEL ROAD FOR 4.18 KM (2.60 MI) TO
 BH3059'A T INTERSECTION, TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.64 KM
 BH3059'(0.40 MI) TO THE BRIDGE AND THE MARK ON THE RIGHT.  MARK IS A MSHD
 BH3059'DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST CURB OF
 BH3059'A CONCRETE BRIDGE.  IT IS 3.96 M (13.0 FT) SOUTHEAST OF THE CENTER OF
 BH3059'A PAVED ROAD, 2.59 M (8.5 FT) SOUTHWEST OF A CARSONITE WITNESS POST
 BH3059'AND IS ABOUT 0.24 M (0.8 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3014 ***********************************************************************
 BH3014  DESIGNATION -  15 V 4
 BH3014  PID         -  BH3014
 BH3014  STATE/COUNTY-  MS/HARRISON
 BH3014  USGS QUAD   -  BILOXI (1992)
 BH3014
 BH3014                         *CURRENT SURVEY CONTROL
 BH3014  ___________________________________________________________________
 BH3014* NAD 83(1986)-  30 27 01.     (N)    088 53 50.     (W)     SCALED    
 BH3014* NAVD 88     -        14.646  (meters)      48.05   (feet)  ADJUSTED  
 BH3014  ___________________________________________________________________
 BH3014  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH3014  DYNAMIC HT  -          14.627 (meters)      47.99  (feet)  COMP
 BH3014  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BH3014
 BH3014  VERT ORDER  -  SECOND    CLASS II
 BH3014
 BH3014.The horizontal coordinates were scaled from a topographic map and have
 BH3014.an estimated accuracy of +/- 6 seconds.
 BH3014
 BH3014.The orthometric height was determined by differential leveling
 BH3014.and adjusted in May 1996.
 BH3014
 BH3014.The geoid height was determined by GEOID03.
 BH3014
 BH3014.The dynamic height is computed by dividing the NAVD 88
 BH3014.geopotential number by the normal gravity value computed on the
 BH3014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3014.degrees latitude (g = 980.6199 gals.).
 BH3014
 BH3014.The modeled gravity was interpolated from observed gravity values.
 BH3014
 BH3014;                    North         East    Units  Estimated Accuracy
 BH3014;SPC MS E     -   105,340.      293,860.      MT  (+/- 180 meters Scaled)
 BH3014
 BH3014                          SUPERSEDED SURVEY CONTROL
 BH3014
 BH3014.No superseded survey control is available for this station.
 BH3014
 BH3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU178702(NAD 83)
 BH3014_MARKER: DD = SURVEY DISK
 BH3014_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3014_SP_SET: BRIDGE ABUTMENT
 BH3014_STAMPING: BM 15V 4 1986
 BH3014_MARK LOGO: MSHD  
 BH3014_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3014+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3014
 BH3014  HISTORY     - Date     Condition        Report By
 BH3014  HISTORY     - 1986     MONUMENTED       MSHD
 BH3014
 BH3014                          STATION DESCRIPTION
 BH3014
 BH3014'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3014'1.93 KM (1.20 MI) NORTH OF DIBERVILLE IN THE SOUTH ABUTMENT
 BH3014'FOR THE I-110 INTERCHANGE BRIDGE OVER I-10 IN SECTION 9, T7S,
 BH3014'R9W.  MARK IS A MSHD DISK SET IN A DRILL HOLE NEAR THE CENTER OF THE
 BH3014'SOUTH CONCRETE ABUTMENT OF THE BRIDGE.  IT IS 11.88 M (39.0 FT) EAST
 BH3014'OF THE CENTER OF THE SOUTH BOUND LANE OF I-110, 11.58 M (38.0 FT) WEST
 BH3014'OF THE CENTER OF THE NORTH BOUND LANE, 11.28 M (37.0 FT) NORTH OF THE
 BH3014'WEST END POST OF A LARGE HIGHWAY SIGN, 0.61 M (2.0 FT) NORTH OF A
 BH3014'CARSONITE WITNESS POST AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3060 ***********************************************************************
 BH3060  DESIGNATION -  15 V 40
 BH3060  PID         -  BH3060
 BH3060  STATE/COUNTY-  MS/PERRY
 BH3060  USGS QUAD   -  BARBARA (1982)
 BH3060
 BH3060                         *CURRENT SURVEY CONTROL
 BH3060  ___________________________________________________________________
 BH3060* NAD 83(1986)-  30 55 42.     (N)    088 57 30.     (W)     SCALED    
 BH3060* NAVD 88     -        35.344  (meters)     115.96   (feet)  ADJUSTED  
 BH3060  ___________________________________________________________________
 BH3060  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH3060  DYNAMIC HT  -          35.298 (meters)     115.81  (feet)  COMP
 BH3060  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BH3060
 BH3060  VERT ORDER  -  SECOND    CLASS II
 BH3060
 BH3060.The horizontal coordinates were scaled from a topographic map and have
 BH3060.an estimated accuracy of +/- 6 seconds.
 BH3060
 BH3060.The orthometric height was determined by differential leveling
 BH3060.and adjusted in May 1996.
 BH3060
 BH3060.The geoid height was determined by GEOID03.
 BH3060
 BH3060.The dynamic height is computed by dividing the NAVD 88
 BH3060.geopotential number by the normal gravity value computed on the
 BH3060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3060.degrees latitude (g = 980.6199 gals.).
 BH3060
 BH3060.The modeled gravity was interpolated from observed gravity values.
 BH3060
 BH3060;                    North         East    Units  Estimated Accuracy
 BH3060;SPC MS E     -   158,340.      288,050.      MT  (+/- 180 meters Scaled)
 BH3060
 BH3060                          SUPERSEDED SURVEY CONTROL
 BH3060
 BH3060.No superseded survey control is available for this station.
 BH3060
 BH3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV128233(NAD 83)
 BH3060_MARKER: DD = SURVEY DISK
 BH3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3060_SP_SET: CONCRETE POST
 BH3060_STAMPING: BM 15V 40 1986
 BH3060_MARK LOGO: MSHD  
 BH3060_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3060+STABILITY: SURFACE MOTION
 BH3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3060+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3060
 BH3060  HISTORY     - Date     Condition        Report By
 BH3060  HISTORY     - 1986     MONUMENTED       MSHD
 BH3060
 BH3060                          STATION DESCRIPTION
 BH3060
 BH3060'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3060'MARK IS LOCATED 18.67 KM (11.60 MI) NORTHEAST OF WIGGINS IN THE
 BH3060'SOUTHWEST ANGLE OF THE INTERSECTION FAIRLY BRIDGE AND BENNDALE ROADS
 BH3060'IN SECTION 26, T1S, R10W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3060'HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF WIGGINS, GO NORTH ON
 BH3060'STATE HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK, TAKE THE RIGHT FORK
 BH3060'AND GO NORTH ON A GRAVEL ROAD FOR 4.18 KM (2.60 MI) TO A T
 BH3060'INTERSECTION, TURN RIGHT AND GO EAST ON A PAVED FOR 2.25 KM (1.40 MI)
 BH3060'TO A CROSSROARD AND THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF
 BH3060'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 23.77 M (78.0 FT)
 BH3060'SOUTHWEST CENTER BENNDALE ROAD, 16.15 M (53.0 FT) SOUTHEAST CENTER
 BH3060'FAIRLY BRIDGE ROAD, 16.15 M (53.0 FT) EAST SOUTHEAST OF A FENCE
 BH3060'CORNER, 3.51 M (11.5 FT) WEST OF A 36 INCH DOUBLE TRUNK OAK TREE, 0.30
 BH3060'M (1.0 FT)  SOUTH OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH THE
 BH3060'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3061 ***********************************************************************
 BH3061  DESIGNATION -  15 V 41
 BH3061  PID         -  BH3061
 BH3061  STATE/COUNTY-  MS/PERRY
 BH3061  USGS QUAD   -  BARBARA (1982)
 BH3061
 BH3061                         *CURRENT SURVEY CONTROL
 BH3061  ___________________________________________________________________
 BH3061* NAD 83(1986)-  30 56 31.     (N)    088 57 33.     (W)     SCALED    
 BH3061* NAVD 88     -        44.309  (meters)     145.37   (feet)  ADJUSTED  
 BH3061  ___________________________________________________________________
 BH3061  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH3061  DYNAMIC HT  -          44.252 (meters)     145.18  (feet)  COMP
 BH3061  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BH3061
 BH3061  VERT ORDER  -  SECOND    CLASS II
 BH3061
 BH3061.The horizontal coordinates were scaled from a topographic map and have
 BH3061.an estimated accuracy of +/- 6 seconds.
 BH3061
 BH3061.The orthometric height was determined by differential leveling
 BH3061.and adjusted in May 1996.
 BH3061
 BH3061.The geoid height was determined by GEOID03.
 BH3061
 BH3061.The dynamic height is computed by dividing the NAVD 88
 BH3061.geopotential number by the normal gravity value computed on the
 BH3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3061.degrees latitude (g = 980.6199 gals.).
 BH3061
 BH3061.The modeled gravity was interpolated from observed gravity values.
 BH3061
 BH3061;                    North         East    Units  Estimated Accuracy
 BH3061;SPC MS E     -   159,850.      287,980.      MT  (+/- 180 meters Scaled)
 BH3061
 BH3061                          SUPERSEDED SURVEY CONTROL
 BH3061
 BH3061.No superseded survey control is available for this station.
 BH3061
 BH3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV128248(NAD 83)
 BH3061_MARKER: DD = SURVEY DISK
 BH3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3061_SP_SET: CONCRETE POST
 BH3061_STAMPING: BM 15V 41 1986
 BH3061_MARK LOGO: MSHD  
 BH3061_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3061+STABILITY: SURFACE MOTION
 BH3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3061+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3061
 BH3061  HISTORY     - Date     Condition        Report By
 BH3061  HISTORY     - 1986     MONUMENTED       MSHD
 BH3061
 BH3061                          STATION DESCRIPTION
 BH3061
 BH3061'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3061'MARK IS LOCATED 19.31 KM (12.00 MI) NORTHEAST OF WIGGINS ON THE EAST
 BH3061'SIDE OF BENNDALE ROAD ON THE PROPERTY OF W.R. MOORE IN SECTION 23,
 BH3061'T1S, R10W.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 26
 BH3061'15.13 KM (9.40 MI) EAST OF WIGGINS, GO NORTH ON HIGHWAY 15 FOR 4.35 KM
 BH3061'(2.70 MI) TO A FORK, TAKE THE RIGHT FORK AND GO NORTH ON A GRAVEL ROAD
 BH3061'FOR 4.18 KM (2.60 MI) TO A T INTERSECATION, TURN RIGHT AND GO EAST
 BH3061'ON A PAVED ROAD FOR 2.25 KM (1.40 MI) TO A CROSSROAD, TURN LEFT AND GO
 BH3061'NORTH ON A PAVED ROAD FOR 1.53 KM (0.95 MI) TO THE MARK ON THE RIGHT.
 BH3061'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 BH3061'THE GROUND.  IT IS 14.94 M (49.0 FT) NORTH NORTHEAST OF A FENCE
 BH3061'CORNER, 13.72 M (45.0 FT) SOUTH SOUTHWEST OF A POWERLINE POLE, 12.50 M
 BH3061'(41.0 FT) EAST CENTER OF BENNDALE ROAD, NEAR A PASTURE GATE AND ACROSS
 BH3061'THE ROAD FROM A WHITE FRAME HOUSE, 0.30 M (1.0 FT) EAST OF A CARSONITE
 BH3061'WITNESS POST AND ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3062 ***********************************************************************
 BH3062  DESIGNATION -  15 V 42
 BH3062  PID         -  BH3062
 BH3062  STATE/COUNTY-  MS/PERRY
 BH3062  USGS QUAD   -  BARBARA (1982)
 BH3062
 BH3062                         *CURRENT SURVEY CONTROL
 BH3062  ___________________________________________________________________
 BH3062* NAD 83(1986)-  30 57 07.     (N)    088 57 36.     (W)     SCALED    
 BH3062* NAVD 88     -        50.608  (meters)     166.04   (feet)  ADJUSTED  
 BH3062  ___________________________________________________________________
 BH3062  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BH3062  DYNAMIC HT  -          50.543 (meters)     165.82  (feet)  COMP
 BH3062  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BH3062
 BH3062  VERT ORDER  -  SECOND    CLASS II
 BH3062
 BH3062.The horizontal coordinates were scaled from a topographic map and have
 BH3062.an estimated accuracy of +/- 6 seconds.
 BH3062
 BH3062.The orthometric height was determined by differential leveling
 BH3062.and adjusted in May 1996.
 BH3062
 BH3062.The geoid height was determined by GEOID03.
 BH3062
 BH3062.The dynamic height is computed by dividing the NAVD 88
 BH3062.geopotential number by the normal gravity value computed on the
 BH3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3062.degrees latitude (g = 980.6199 gals.).
 BH3062
 BH3062.The modeled gravity was interpolated from observed gravity values.
 BH3062
 BH3062;                    North         East    Units  Estimated Accuracy
 BH3062;SPC MS E     -   160,960.      287,900.      MT  (+/- 180 meters Scaled)
 BH3062
 BH3062                          SUPERSEDED SURVEY CONTROL
 BH3062
 BH3062.No superseded survey control is available for this station.
 BH3062
 BH3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV127259(NAD 83)
 BH3062_MARKER: DD = SURVEY DISK
 BH3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3062_SP_SET: CONCRETE POST
 BH3062_STAMPING: BM 15V 42 1986
 BH3062_MARK LOGO: MSHD  
 BH3062_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3062+STABILITY: SURFACE MOTION
 BH3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3062+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3062
 BH3062  HISTORY     - Date     Condition        Report By
 BH3062  HISTORY     - 1986     MONUMENTED       MSHD
 BH3062
 BH3062                          STATION DESCRIPTION
 BH3062
 BH3062'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3062'MARK IS LOCATED 19.96 KM (12.40 MI) NORTHEAST OF WIGGINS IN THE
 BH3062'SOUTHEAST ANGLE OF HTE CROSSING OF FLORIDA GAS TRANSMISSION LINE AND
 BH3062'BENNDALE ROAD, 24.46 KM (15.20 MI) SOUTH SOUTHWEST OF BEAUMONT IN
 BH3062'SECTION 23, T1S, R10W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3062'HIGHWYAS 15 AND 26 15.13 KM (9.40 MI) EAST OF WIGGINS, GO NORTH ON
 BH3062'HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK, TAKE THE RIGHT FORK AND GO
 BH3062'NORTH ON A GRAVEL ROAD FOR 4.18 KM (2.60 MI) TO A T INTERSECTION,
 BH3062'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 2.25 KM (1.40 MI) TO A
 BH3062'CROSSROAD, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 2.49 KM
 BH3062'(1.55 MI) TO A PIPELINE AND THE MARK ON THE RIGHT.  MARK IS A MSHD
 BH3062'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BH3062'IT IS 23.16 M (76.0 FT) SOUTH SOUTHEAST OF SOUTHEAST METAL GAS LINE
 BH3062'POST MARKER, 15.85 M (52.0 FT) EAST CENTER OF BENNDALE ROAD, 0.61 M
 BH3062'(2.0 FT) WEST OF A FENCE, 0.30 M (1.0 FT) EAST OF A CARSONITE WITNESS
 BH3062'POST AND ABOUT 0.60 M (2.0 FT) ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3063 ***********************************************************************
 BH3063  DESIGNATION -  15 V 43
 BH3063  PID         -  BH3063
 BH3063  STATE/COUNTY-  MS/PERRY
 BH3063  USGS QUAD   -  BARBARA (1982)
 BH3063
 BH3063                         *CURRENT SURVEY CONTROL
 BH3063  ___________________________________________________________________
 BH3063* NAD 83(1986)-  30 58 22.     (N)    088 58 15.     (W)     SCALED    
 BH3063* NAVD 88     -        35.145  (meters)     115.30   (feet)  ADJUSTED  
 BH3063  ___________________________________________________________________
 BH3063  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH3063  DYNAMIC HT  -          35.100 (meters)     115.16  (feet)  COMP
 BH3063  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BH3063
 BH3063  VERT ORDER  -  SECOND    CLASS II
 BH3063
 BH3063.The horizontal coordinates were scaled from a topographic map and have
 BH3063.an estimated accuracy of +/- 6 seconds.
 BH3063
 BH3063.The orthometric height was determined by differential leveling
 BH3063.and adjusted in May 1996.
 BH3063
 BH3063.The geoid height was determined by GEOID03.
 BH3063
 BH3063.The dynamic height is computed by dividing the NAVD 88
 BH3063.geopotential number by the normal gravity value computed on the
 BH3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3063.degrees latitude (g = 980.6199 gals.).
 BH3063
 BH3063.The modeled gravity was interpolated from observed gravity values.
 BH3063
 BH3063;                    North         East    Units  Estimated Accuracy
 BH3063;SPC MS E     -   163,270.      286,870.      MT  (+/- 180 meters Scaled)
 BH3063
 BH3063                          SUPERSEDED SURVEY CONTROL
 BH3063
 BH3063.No superseded survey control is available for this station.
 BH3063
 BH3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV117282(NAD 83)
 BH3063_MARKER: DD = SURVEY DISK
 BH3063_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3063_SP_SET: BRIDGE ABUTMENT
 BH3063_STAMPING: BM 15V 43 1986
 BH3063_MARK LOGO: MSHD  
 BH3063_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3063+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 BH3063
 BH3063  HISTORY     - Date     Condition        Report By
 BH3063  HISTORY     - 1986     MONUMENTED       MSHD
 BH3063  HISTORY     - 20000315 GOOD             MSHD
 BH3063
 BH3063                          STATION DESCRIPTION
 BH3063
 BH3063'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3063'MARK IS LOCATED 20.76 KM (12.90 MI) NORTHEAST OF WIGGINS IN THE
 BH3063'SOUTHWEST CORNER OF A CONCRETE BRIDGE OVER HICKORY CREEK, 21.73 KM
 BH3063'(13.50 MI) SOUTH OF BEAUMONT NEAR THE CENTER OF THE WEST SIDE OF
 BH3063'SECTION 11, T1S, R10W.  TO REACH FROM THE INTERSECTION OF STATE
 BH3063'HIGHWAYS 15 AND 26 15.13 KM (9.40 MI) EAST OF WIGGINS, GO NORTH ON
 BH3063'HIGHWAY 15 FOR 4.35 KM (2.70 MI) TO A FORK, TAKE THE RIGHT FORK AND GO
 BH3063'NORTH ON A GRAVEL ROAD FOR 4.28 KM (2.65 MI) TO A T INTERSECTION,
 BH3063'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 2.25 KM (1.40 MI) TO A
 BH3063'CROSSROAD, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 3.54 KM
 BH3063'(2.20 MI) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON A PAVED ROAD FOR
 BH3063'1.77 KM (1.10 MI) TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.  MARK
 BH3063'IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF SOUTHWEST CORNER OF
 BH3063'BRIDGE ABUTMENT, 4.57 M (15.0 FT) WEST CENTER OF ROAD, 0.30 M
 BH3063'(1.0 FT) EAST NORTHEAST OF A CARSONITE WITNESS POST AND ABOUT LEVEL
 BH3063'WITH ROAD.
 BH3063
 BH3063                          STATION RECOVERY (2000)
 BH3063
 BH3063'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BH3063'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1777 ***********************************************************************
 BV1777  DESIGNATION -  15 V 44
 BV1777  PID         -  BV1777
 BV1777  STATE/COUNTY-  MS/PERRY
 BV1777  USGS QUAD   -  TAYLOR HILL (1982)
 BV1777
 BV1777                         *CURRENT SURVEY CONTROL
 BV1777  ___________________________________________________________________
 BV1777* NAD 83(1986)-  31 00 11.     (N)    088 58 50.     (W)     SCALED    
 BV1777* NAVD 88     -        78.379  (meters)     257.15   (feet)  ADJUSTED  
 BV1777  ___________________________________________________________________
 BV1777  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BV1777  DYNAMIC HT  -          78.279 (meters)     256.82  (feet)  COMP
 BV1777  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 BV1777
 BV1777  VERT ORDER  -  SECOND    CLASS II
 BV1777
 BV1777.The horizontal coordinates were scaled from a topographic map and have
 BV1777.an estimated accuracy of +/- 6 seconds.
 BV1777
 BV1777.The orthometric height was determined by differential leveling
 BV1777.and adjusted in May 1996.
 BV1777
 BV1777.The geoid height was determined by GEOID03.
 BV1777
 BV1777.The dynamic height is computed by dividing the NAVD 88
 BV1777.geopotential number by the normal gravity value computed on the
 BV1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1777.degrees latitude (g = 980.6199 gals.).
 BV1777
 BV1777.The modeled gravity was interpolated from observed gravity values.
 BV1777
 BV1777;                    North         East    Units  Estimated Accuracy
 BV1777;SPC MS E     -   166,630.      285,940.      MT  (+/- 180 meters Scaled)
 BV1777
 BV1777                          SUPERSEDED SURVEY CONTROL
 BV1777
 BV1777.No superseded survey control is available for this station.
 BV1777
 BV1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV109316(NAD 83)
 BV1777_MARKER: DD = SURVEY DISK
 BV1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1777_SP_SET: CONCRETE POST
 BV1777_STAMPING: BM 15V 44 1986
 BV1777_MARK LOGO: MSHD  
 BV1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1777+STABILITY: SURFACE MOTION
 BV1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1777+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1777
 BV1777  HISTORY     - Date     Condition        Report By
 BV1777  HISTORY     - 1986     MONUMENTED       MSHD
 BV1777
 BV1777                          STATION DESCRIPTION
 BV1777
 BV1777'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1777'MARK IS LOCATED 18.67 KM (11.60 MI) SOUTH OF BEAUMONT ON THE WEST SIDE
 BV1777'OF BENNDALE ROAD, 22.21 KM (13.80 MI) NORTHEAST OF WIGGINS IN SECTION
 BV1777'34, T1N, R10W.  FROM THE POST OFFICE AT BEAUMONT ON U.S HIGHWAY 98, GO
 BV1777'SOUTH ON BOLTON ROAD FOR 0.08 KM (0.05 MI) TO JUNCTION OF EIGHT MILE
 BV1777'ROAD ON RIGHT, TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) TO
 BV1777'BEAUMONT BROOKLYN ROAD FOR 12.55 KM (7.80 MI) TO JUNCTION STATE
 BV1777'HIGHWAY 29, TURN LEFT SOUTH AND GO 5.30 KM (3.30 MI) TO A FORK, TAKE
 BV1777'THE LEFT FORK AND GO 3.78 KM (2.35 MI) TO THE MARK ON THE RIGHT NEAR A
 BV1777'WOODS ROAD RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND
 BV1777'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 32.31 M (106.0 FT) WEST
 BV1777'CENTER OF BENNDALE ROAD, 8.53 M (28.0 FT) SOUTHEAST OF A 10 INCH OAK
 BV1777'TREE, 23.16 M (76.0 FT) NORTHWEST CENTER WOODS ROAD, 1.07 M (3.5 FT)
 BV1777'NORTH OF A 10 INCH OAK TREE, 0.30 M (1.0 FT) SOUTH OF A CARSONITE
 BV1777'WITNESS POST AND 0.60 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1778 ***********************************************************************
 BV1778  DESIGNATION -  15 V 45
 BV1778  PID         -  BV1778
 BV1778  STATE/COUNTY-  MS/PERRY
 BV1778  USGS QUAD   -  TAYLOR HILL (1982)
 BV1778
 BV1778                         *CURRENT SURVEY CONTROL
 BV1778  ___________________________________________________________________
 BV1778* NAD 83(1986)-  31 03 41.     (N)    088 58 35.     (W)     SCALED    
 BV1778* NAVD 88     -        77.963  (meters)     255.78   (feet)  ADJUSTED  
 BV1778  ___________________________________________________________________
 BV1778  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BV1778  DYNAMIC HT  -          77.864 (meters)     255.46  (feet)  COMP
 BV1778  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 BV1778
 BV1778  VERT ORDER  -  SECOND    CLASS II
 BV1778
 BV1778.The horizontal coordinates were scaled from a topographic map and have
 BV1778.an estimated accuracy of +/- 6 seconds.
 BV1778
 BV1778.The orthometric height was determined by differential leveling
 BV1778.and adjusted in May 1996.
 BV1778
 BV1778.The geoid height was determined by GEOID03.
 BV1778
 BV1778.The dynamic height is computed by dividing the NAVD 88
 BV1778.geopotential number by the normal gravity value computed on the
 BV1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1778.degrees latitude (g = 980.6199 gals.).
 BV1778
 BV1778.The modeled gravity was interpolated from observed gravity values.
 BV1778
 BV1778;                    North         East    Units  Estimated Accuracy
 BV1778;SPC MS E     -   173,090.      286,350.      MT  (+/- 180 meters Scaled)
 BV1778
 BV1778                          SUPERSEDED SURVEY CONTROL
 BV1778
 BV1778.No superseded survey control is available for this station.
 BV1778
 BV1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV114380(NAD 83)
 BV1778_MARKER: DD = SURVEY DISK
 BV1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1778_SP_SET: CONCRETE POST
 BV1778_STAMPING: BM 15V 45 1986
 BV1778_MARK LOGO: MSHD  
 BV1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1778+STABILITY: SURFACE MOTION
 BV1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1778+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1778
 BV1778  HISTORY     - Date     Condition        Report By
 BV1778  HISTORY     - 1986     MONUMENTED       MSHD
 BV1778
 BV1778                          STATION DESCRIPTION
 BV1778
 BV1778'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1778'MARK IS LOCATED 12.55 KM (7.80 MI) SOUTH SOUTHWEST OF BEAUMONT ON THE
 BV1778'NORTHEAST SIDE OF STATE HIGHWAY 29 IN SECTION 10, T1N, R10W.  FROM THE
 BV1778'POST OFFICE AT BEAUMONT ON U.S. HIGWHAY 98, GO SOUTH ON BOLTON ROAD
 BV1778'FOR 0.08 M (0.3 FT) TO JUNCTION OF EIGHT MILE ROAD ON RIGHT, TURN
 BV1778'RIGHT AND GO WEST WEST FOR 0.32 M (1.0 FT) TO BEAUMONT BROOKLYN ROAD
 BV1778'ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN ROAD FOR
 BV1778'12.55 KM (7.80 MI) TO JUNCTION STATE HIGWHAY 29, TURN LEFT SOUTH AND
 BV1778'GO 2.09 KM (1.30 MI) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET
 BV1778'IN THE TOP OF A ROUND CONCRETE POST.  IT IS 24.38 M (80.0 FT)
 BV1778'NORTHWEST OF THE PROJECTED CENTER OF A DRIVEWAY, 21.64 M (71.0 FT)
 BV1778'NORTHEAST CENTER HIGHWAY 29, 1.52 M (5.0 FT) SOUTHWEST OF A FENCE,
 BV1778'0.76 M (2.5 FT) SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE, 0.45 M
 BV1778'(1.5 FT) SOUTHEAST OF A WITNESSS POST, 0.30 M (1.0 FT) BELOW THE LEVEL
 BV1778'OF THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1779 ***********************************************************************
 BV1779  DESIGNATION -  15 V 46
 BV1779  PID         -  BV1779
 BV1779  STATE/COUNTY-  MS/PERRY
 BV1779  USGS QUAD   -  TAYLOR HILL (1982)
 BV1779
 BV1779                         *CURRENT SURVEY CONTROL
 BV1779  ___________________________________________________________________
 BV1779* NAD 83(1986)-  31 05 21.     (N)    088 58 45.     (W)     SCALED    
 BV1779* NAVD 88     -        73.677  (meters)     241.72   (feet)  ADJUSTED  
 BV1779  ___________________________________________________________________
 BV1779  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BV1779  DYNAMIC HT  -          73.583 (meters)     241.41  (feet)  COMP
 BV1779  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BV1779
 BV1779  VERT ORDER  -  SECOND    CLASS II
 BV1779
 BV1779.The horizontal coordinates were scaled from a topographic map and have
 BV1779.an estimated accuracy of +/- 6 seconds.
 BV1779
 BV1779.The orthometric height was determined by differential leveling
 BV1779.and adjusted in May 1996.
 BV1779
 BV1779.The geoid height was determined by GEOID03.
 BV1779
 BV1779.The dynamic height is computed by dividing the NAVD 88
 BV1779.geopotential number by the normal gravity value computed on the
 BV1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1779.degrees latitude (g = 980.6199 gals.).
 BV1779
 BV1779.The modeled gravity was interpolated from observed gravity values.
 BV1779
 BV1779;                    North         East    Units  Estimated Accuracy
 BV1779;SPC MS E     -   176,170.      286,090.      MT  (+/- 180 meters Scaled)
 BV1779
 BV1779                          SUPERSEDED SURVEY CONTROL
 BV1779
 BV1779.No superseded survey control is available for this station.
 BV1779
 BV1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV112411(NAD 83)
 BV1779_MARKER: DD = SURVEY DISK
 BV1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1779_SP_SET: CONCRETE POST
 BV1779_STAMPING: BM 15V 46 1986
 BV1779_MARK LOGO: MSHD  
 BV1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1779+STABILITY: SURFACE MOTION
 BV1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1779+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1779
 BV1779  HISTORY     - Date     Condition        Report By
 BV1779  HISTORY     - 1986     MONUMENTED       MSHD
 BV1779
 BV1779                          STATION DESCRIPTION
 BV1779
 BV1779'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1779'MARK IS LOCATED 10.62 KM (6.60 MI) SOUTHWEST OF BEAUMONT ON THE
 BV1779'SOUTHEAST R.O.W. OF BEAUMONT BROOKLYN ROAD ON THE SOUTHWEST SIDE OF A
 BV1779'TURN THROUGH CONNECTING A GRAVEL ROAD WITH BEAUMONT BROOKLYN ROAD,
 BV1779'0.97 KM (0.60 MI) NORTHWEST OF STATE HIGHWAY 29 IN SECTION 34, T2N,
 BV1779'R10W.  FROM THE POST OFFICE AT BEAUMONT ON U.S. HIGHWAY 98, GO SOUTH
 BV1779'ON BOLTON ROAD FOR 0.08 KM (0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON
 BV1779'RIGHT, TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) TO BEAUMONT
 BV1779'BROOKLYN ROAD ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN
 BV1779'ROAD FOR 9.74 KM (6.05 MI) TO A SIDE ROAD LEFT, CONTINUE SOUTHWEST FOR
 BV1779'1.93 KM (1.20 MI) TO A TURN THROUGH AND THE MARK ON THE LEFT.  MARK IS
 BV1779'A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST.  IT IS 15.24 M
 BV1779'(50.0 FT) SOUTHEAST CENTER BEAUMONT BROOKLYN ROAD, 14.93 M (49.0 FT)
 BV1779'NORTHWEST CENTER GRAVEL ROAD, 10.97 M (36.0 FT) SOUTHWEST OF CENTER OF
 BV1779'TURN THROUGH ROAD, 0.45 M (1.5 FT) SOUTHEAST OF A WITNESS POST, ABOUT
 BV1779'LEVEL WITH ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1780 ***********************************************************************
 BV1780  DESIGNATION -  15 V 47
 BV1780  PID         -  BV1780
 BV1780  STATE/COUNTY-  MS/PERRY
 BV1780  USGS QUAD   -  TAYLOR HILL (1982)
 BV1780
 BV1780                         *CURRENT SURVEY CONTROL
 BV1780  ___________________________________________________________________
 BV1780* NAD 83(1986)-  31 05 54.     (N)    088 58 24.     (W)     SCALED    
 BV1780* NAVD 88     -        76.879  (meters)     252.23   (feet)  ADJUSTED  
 BV1780  ___________________________________________________________________
 BV1780  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BV1780  DYNAMIC HT  -          76.781 (meters)     251.91  (feet)  COMP
 BV1780  MODELED GRAV-     979,372.8   (mgal)                       NAVD 88
 BV1780
 BV1780  VERT ORDER  -  SECOND    CLASS II
 BV1780
 BV1780.The horizontal coordinates were scaled from a topographic map and have
 BV1780.an estimated accuracy of +/- 6 seconds.
 BV1780
 BV1780.The orthometric height was determined by differential leveling
 BV1780.and adjusted in May 1996.
 BV1780
 BV1780.The geoid height was determined by GEOID03.
 BV1780
 BV1780.The dynamic height is computed by dividing the NAVD 88
 BV1780.geopotential number by the normal gravity value computed on the
 BV1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1780.degrees latitude (g = 980.6199 gals.).
 BV1780
 BV1780.The modeled gravity was interpolated from observed gravity values.
 BV1780
 BV1780;                    North         East    Units  Estimated Accuracy
 BV1780;SPC MS E     -   177,190.      286,640.      MT  (+/- 180 meters Scaled)
 BV1780
 BV1780                          SUPERSEDED SURVEY CONTROL
 BV1780
 BV1780.No superseded survey control is available for this station.
 BV1780
 BV1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV117421(NAD 83)
 BV1780_MARKER: DD = SURVEY DISK
 BV1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1780_SP_SET: CONCRETE POST
 BV1780_STAMPING: BM 15V 47 1986
 BV1780_MARK LOGO: MSHD  
 BV1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1780+STABILITY: SURFACE MOTION
 BV1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1780+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1780
 BV1780  HISTORY     - Date     Condition        Report By
 BV1780  HISTORY     - 1986     MONUMENTED       MSHD
 BV1780
 BV1780                          STATION DESCRIPTION
 BV1780
 BV1780'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1780'MARK IS LOCATED 9.33 KM (5.80 MI) SOUTHWEST OF BEAUMONT ON THE
 BV1780'NORTHWEST R.O.W. OF BEAUMONT BROOKLYN ROAD, 2.57 KM (1.60 MI)
 BV1780'NORTHEAST OF STATE HIGHWAY 29 IN SECTION 35, T2N, R10W.  FROM THE POST
 BV1780'OFFICE AT BEAUMONT ON U.S. HIGHWAY 98, GO SOUTH ON BOLTON ROAD FOR
 BV1780'0.08 KM (0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON RIGHT, TURN RIGHT
 BV1780'AND GO WEST FOR 0.32 KM (0.20 MI) TO BEAUMONT BROOKLYN ROAD ON LEFT,
 BV1780'TURN LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN ROAD FOR 9.74 KM
 BV1780'(6.05 MI) TO A SIDE ROAD LEFT, CONTINUE SOUTHWEST FOR 0.32 KM
 BV1780'(0.20 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE
 BV1780'TOP OF A ROUND CONCRETE POST.  IT IS 15.54 M (51.0 FT) NORTHWEST
 BV1780'CENTER BEAUMONT BROOKLYN ROAD, 11.89 M (39.0 FT) EAST OF A 18 INCH
 BV1780'OAK, 25.60 M (84.0 FT) SOUTHWEST OF A 30 INCH TWIN OAK, 7.92 M
 BV1780'(26.0 FT) WEST OF A 9 INCH OAK, 3.65 M (12.0 FT) NORTH NORTHWEST OF A
 BV1780'16 INCH OAK TREE, 0.45 M (1.5 FT) SOUTHWEST OF A WITNESS POST, ABOUT
 BV1780'LEVEL WITH THE ROAD AND PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1784 ***********************************************************************
 BV1784  DESIGNATION -  15 V 47 A
 BV1784  PID         -  BV1784
 BV1784  STATE/COUNTY-  MS/PERRY
 BV1784  USGS QUAD   -  BEAUMONT (1982)
 BV1784
 BV1784                         *CURRENT SURVEY CONTROL
 BV1784  ___________________________________________________________________
 BV1784* NAD 83(1986)-  31 08 15.     (N)    088 57 35.     (W)     SCALED    
 BV1784* NAVD 88     -        76.553  (meters)     251.16   (feet)  ADJUSTED  
 BV1784  ___________________________________________________________________
 BV1784  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BV1784  DYNAMIC HT  -          76.457 (meters)     250.84  (feet)  COMP
 BV1784  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BV1784
 BV1784  VERT ORDER  -  SECOND    CLASS II
 BV1784
 BV1784.The horizontal coordinates were scaled from a topographic map and have
 BV1784.an estimated accuracy of +/- 6 seconds.
 BV1784
 BV1784.The orthometric height was determined by differential leveling
 BV1784.and adjusted in May 1996.
 BV1784
 BV1784.The geoid height was determined by GEOID03.
 BV1784
 BV1784.The dynamic height is computed by dividing the NAVD 88
 BV1784.geopotential number by the normal gravity value computed on the
 BV1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1784.degrees latitude (g = 980.6199 gals.).
 BV1784
 BV1784.The modeled gravity was interpolated from observed gravity values.
 BV1784
 BV1784;                    North         East    Units  Estimated Accuracy
 BV1784;SPC MS E     -   181,530.      287,950.      MT  (+/- 180 meters Scaled)
 BV1784
 BV1784                          SUPERSEDED SURVEY CONTROL
 BV1784
 BV1784.No superseded survey control is available for this station.
 BV1784
 BV1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV131464(NAD 83)
 BV1784_MARKER: DD = SURVEY DISK
 BV1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1784_SP_SET: CONCRETE POST
 BV1784_STAMPING: BM 15V 47A 1986
 BV1784_MARK LOGO: MSHD  
 BV1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1784+STABILITY: SURFACE MOTION
 BV1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1784+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1784
 BV1784  HISTORY     - Date     Condition        Report By
 BV1784  HISTORY     - 1986     MONUMENTED       MSHD
 BV1784
 BV1784                          STATION DESCRIPTION
 BV1784
 BV1784'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1784'MARK IS LOCATED 4.99 KM (3.10 MI) SOUTHWEST OF BEAUMONT NEAR THE WEST
 BV1784'R.O.W. OF BEAUMONT BROOKLYN ROAD, 10.46 KM (6.50 MI) SOUTHEAST OF NEW
 BV1784'AUGUSTA NEAR THE CENTER OF THE EAST SIDE OF SECTION 14, T2N, R10W.
 BV1784'FROM THE POST OFFICE AT BEAUMONT ON U.S. HIGHWAY 98, GO SOUTH ON
 BV1784'BOLTON ROAD FOR 0.08 KM (0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON
 BV1784'RIGHT, TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) TO BEAUMONT
 BV1784'BROOKLYN ROAD ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN
 BV1784'ROAD FOR 4.83 KM (3.00 MI) TO A SIDE ROAD RIGHT, CONTINUE SOUTHWEST
 BV1784'FOR 0.32 KM (0.20 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD DISK
 BV1784'SET IN THE TOP OF A ROUND CONCRETE POST.  IT IS 16.15 M (53.0 FT) WEST
 BV1784'CENTER OF BEAUMONT BROOKLYN ROAD, 10.66 M (35.0 FT) NORTH NORTHEAST
 BV1784'CENTER OF A WOODS ROAD, 2.74 M (9.0 FT) NORTH OF A 24 INCH OAK TREE,
 BV1784'0.30 M (1.0 FT) SOUTH OF A WITNESS POST, 0.15 M (0.5 FT) ABOVE THE
 BV1784'LEVEL OF THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1785 ***********************************************************************
 BV1785  DESIGNATION -  15 V 48
 BV1785  PID         -  BV1785
 BV1785  STATE/COUNTY-  MS/PERRY
 BV1785  USGS QUAD   -  BEAUMONT (1982)
 BV1785
 BV1785                         *CURRENT SURVEY CONTROL
 BV1785  ___________________________________________________________________
 BV1785* NAD 83(1986)-  31 08 49.     (N)    088 56 50.     (W)     SCALED    
 BV1785* NAVD 88     -        65.738  (meters)     215.68   (feet)  ADJUSTED  
 BV1785  ___________________________________________________________________
 BV1785  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BV1785  DYNAMIC HT  -          65.656 (meters)     215.41  (feet)  COMP
 BV1785  MODELED GRAV-     979,387.7   (mgal)                       NAVD 88
 BV1785
 BV1785  VERT ORDER  -  SECOND    CLASS II
 BV1785
 BV1785.The horizontal coordinates were scaled from a topographic map and have
 BV1785.an estimated accuracy of +/- 6 seconds.
 BV1785
 BV1785.The orthometric height was determined by differential leveling
 BV1785.and adjusted in May 1996.
 BV1785
 BV1785.The geoid height was determined by GEOID03.
 BV1785
 BV1785.The dynamic height is computed by dividing the NAVD 88
 BV1785.geopotential number by the normal gravity value computed on the
 BV1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1785.degrees latitude (g = 980.6199 gals.).
 BV1785
 BV1785.The modeled gravity was interpolated from observed gravity values.
 BV1785
 BV1785;                    North         East    Units  Estimated Accuracy
 BV1785;SPC MS E     -   182,570.      289,140.      MT  (+/- 180 meters Scaled)
 BV1785
 BV1785                          SUPERSEDED SURVEY CONTROL
 BV1785
 BV1785.No superseded survey control is available for this station.
 BV1785
 BV1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV143475(NAD 83)
 BV1785_MARKER: DD = SURVEY DISK
 BV1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1785_SP_SET: CONCRETE POST
 BV1785_STAMPING: BM 15V 48 1986
 BV1785_MARK LOGO: MSHD  
 BV1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1785+STABILITY: SURFACE MOTION
 BV1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1785+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1785
 BV1785  HISTORY     - Date     Condition        Report By
 BV1785  HISTORY     - 1986     MONUMENTED       MSHD
 BV1785
 BV1785                          STATION DESCRIPTION
 BV1785
 BV1785'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1785'MARK IS LOCATED 3.71 KM (2.30 MI) SOUTHWEST OF BEAULMONT ON THE
 BV1785'NORTHWEST R.O.W. OF BEAUMONT BROOKLYN ROAD IN THE SOUTHEAST CORNER OF
 BV1785'SECTION 12, T2N, R10W.  FROM THE POST OFFICE AT BEAUMONT ON U.S.
 BV1785'HIGHWAY 98, TO SOUTHERLY ON BOLTON ROAD FOR 0.08 TO JNCTION OF EIGHT
 BV1785'MILE ROAD ON RIGHT, TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) TO
 BV1785'BEAUMONT BROOKLYN ROAD ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT
 BV1785'BROOKLYN ROAD FOR 3.62 KM (2.25 MI)  TO THE MARK ON THE RIGHT.  MARK
 BV1785'IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST.  IT IS 18.59 M
 BV1785'(61.0 FT) NORTHWEST CENTER OF BEAUMONT BROOKLYN ROAD, 18.29 M
 BV1785'(60.0 FT) SOUTH OF THE EAST ONE OF 2 12 INCH PINE TREES, 18.14 M
 BV1785'(59.5 FT) SOUTH SOUTHWEST OF A 10 INCH PINE TREE, 0.60 M (2.0 FT)
 BV1785'SOUTHWEST OF A WITNESS POST, 0.45 M (1.5 FT) ABOVCE THE LEVEL OF ROAD
 BV1785'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1786 ***********************************************************************
 BV1786  DESIGNATION -  15 V 49
 BV1786  PID         -  BV1786
 BV1786  STATE/COUNTY-  MS/PERRY
 BV1786  USGS QUAD   -  BEAUMONT (1982)
 BV1786
 BV1786                         *CURRENT SURVEY CONTROL
 BV1786  ___________________________________________________________________
 BV1786* NAD 83(1986)-  31 09 21.     (N)    088 56 15.     (W)     SCALED    
 BV1786* NAVD 88     -        49.906  (meters)     163.73   (feet)  ADJUSTED  
 BV1786  ___________________________________________________________________
 BV1786  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BV1786  DYNAMIC HT  -          49.844 (meters)     163.53  (feet)  COMP
 BV1786  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 BV1786
 BV1786  VERT ORDER  -  SECOND    CLASS II
 BV1786
 BV1786.The horizontal coordinates were scaled from a topographic map and have
 BV1786.an estimated accuracy of +/- 6 seconds.
 BV1786
 BV1786.The orthometric height was determined by differential leveling
 BV1786.and adjusted in May 1996.
 BV1786
 BV1786.The geoid height was determined by GEOID03.
 BV1786
 BV1786.The dynamic height is computed by dividing the NAVD 88
 BV1786.geopotential number by the normal gravity value computed on the
 BV1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1786.degrees latitude (g = 980.6199 gals.).
 BV1786
 BV1786.The modeled gravity was interpolated from observed gravity values.
 BV1786
 BV1786;                    North         East    Units  Estimated Accuracy
 BV1786;SPC MS E     -   183,560.      290,070.      MT  (+/- 180 meters Scaled)
 BV1786
 BV1786                          SUPERSEDED SURVEY CONTROL
 BV1786
 BV1786.No superseded survey control is available for this station.
 BV1786
 BV1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV153484(NAD 83)
 BV1786_MARKER: DD = SURVEY DISK
 BV1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1786_SP_SET: CONCRETE POST
 BV1786_STAMPING: BM 15V 49 1986
 BV1786_MARK LOGO: MSHD  
 BV1786_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1786+STABILITY: SURFACE MOTION
 BV1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1786+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1786
 BV1786  HISTORY     - Date     Condition        Report By
 BV1786  HISTORY     - 1986     MONUMENTED       MSHD
 BV1786
 BV1786                          STATION DESCRIPTION
 BV1786
 BV1786'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1786'MARK IS LOCATED 2.41 KM (1.50 MI) SOUTHWEST OF BEAUMONT ON THE
 BV1786'NORTHWEST R.O.W. OF BEAUMONT BROOKLYN ROAD IN SECTION 7, T2N, R9W.
 BV1786'FROM THE POST OFFICE AT BEAUMONT ON U.S. HIGHAWY 98, GO SOUTHERLY ON
 BV1786'BOLTON ROAD FOR 0.08 KM (0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON
 BV1786'RIGHT, TURN RIGHT AND GO WEST GO 0.32 KM (0.20 MI) TO BEAUMONT
 BV1786'BROOKLYN ROAD ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN
 BV1786'ROAD FOR 2.41 KM (1.50 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV1786'DISK SET IN THE TOP OF A ROUND CONCRETE POST.  IT IS 19.20 M
 BV1786'(63.0 FT) NORTHWEST CENTER BEAUMONT BROOKLYN ROAD, 9.60 M (31.5 FT)
 BV1786'EAST OF A 18 INCH PINE, 8.08 M (26.5 FT) SOUTHWEST OF A R.O.W. MARKER,
 BV1786'1.68 M (5.5 FT) WEST OF A 10 INCH OAK, 1.52 M (5.0 FT) SOUTH OF A 16
 BV1786'INCH PINE TREE, 0.45 M (1.5 FT) NORTHEAST OF A WITNESS POST, 0.60 M
 BV1786'(2.0 FT) ABOVE THE LEVEL OF THE ROAD AND PROJECTING 1 INCH ABOVE THE
 BV1786'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3015 ***********************************************************************
 BH3015  DESIGNATION -  15 V 5
 BH3015  PID         -  BH3015
 BH3015  STATE/COUNTY-  MS/HARRISON
 BH3015  USGS QUAD   -  BILOXI (1992)
 BH3015
 BH3015                         *CURRENT SURVEY CONTROL
 BH3015  ___________________________________________________________________
 BH3015* NAD 83(1986)-  30 27 29.     (N)    088 54 30.     (W)     SCALED    
 BH3015* NAVD 88     -         6.555  (meters)      21.51   (feet)  ADJUSTED  
 BH3015  ___________________________________________________________________
 BH3015  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH3015  DYNAMIC HT  -           6.546 (meters)      21.48  (feet)  COMP
 BH3015  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 BH3015
 BH3015  VERT ORDER  -  SECOND    CLASS II
 BH3015
 BH3015.The horizontal coordinates were scaled from a topographic map and have
 BH3015.an estimated accuracy of +/- 6 seconds.
 BH3015
 BH3015.The orthometric height was determined by differential leveling
 BH3015.and adjusted in May 1996.
 BH3015
 BH3015.The geoid height was determined by GEOID03.
 BH3015
 BH3015.The dynamic height is computed by dividing the NAVD 88
 BH3015.geopotential number by the normal gravity value computed on the
 BH3015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3015.degrees latitude (g = 980.6199 gals.).
 BH3015
 BH3015.The modeled gravity was interpolated from observed gravity values.
 BH3015
 BH3015;                    North         East    Units  Estimated Accuracy
 BH3015;SPC MS E     -   106,200.      292,800.      MT  (+/- 180 meters Scaled)
 BH3015
 BH3015                          SUPERSEDED SURVEY CONTROL
 BH3015
 BH3015.No superseded survey control is available for this station.
 BH3015
 BH3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU167710(NAD 83)
 BH3015_MARKER: DD = SURVEY DISK
 BH3015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3015_SP_SET: BRIDGE ABUTMENT
 BH3015_STAMPING: BM 15V 5 1986
 BH3015_MARK LOGO: MSHD  
 BH3015_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3015+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3015
 BH3015  HISTORY     - Date     Condition        Report By
 BH3015  HISTORY     - 1986     MONUMENTED       MSHD
 BH3015
 BH3015                          STATION DESCRIPTION
 BH3015
 BH3015'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3015'MARK IS LOCATED 2.9 KM (1.80 MI) NORTH OF DIBERVILLE IN THE EAST END
 BH3015'OF THE NORTH ABUTMENT OF THE NORTH BOUND LANE OF STATE HIGHWAYS 15 AND
 BH3015'67 IN SECTION 5, T7S, R9W.  TO REACH FROM THE I-110 INTERCHANGE BRIDGE
 BH3015'IN DIBERVILLE, GO NORTH ON STATE HWY 15 AND STATE HWY 67 FOR 0.96 KM
 BH3015'(0.60 MI) TO THE TCHOUTACABOUFFA RIVER BRIDGE AND THE MARK ON THE
 BH3015'RIGHT.  IT IS 6.70 M (22.0 FT) EAST OF CENTER OF THE NORTH BOUND LANE
 BH3015'OF STATE HWY 15 AND STATE HWY 67 AND 0.15 M (0.5 FT) NORTH OF NORTH
 BH3015'END OF BRIDGE RAIL, 0.30 M (1.0 FT) WEST OF CARSONITE WITNESS POST AND
 BH3015'O.15 M ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1787 ***********************************************************************
 BV1787  DESIGNATION -  15 V 50
 BV1787  PID         -  BV1787
 BV1787  STATE/COUNTY-  MS/PERRY
 BV1787  USGS QUAD   -  BEAUMONT (1982)
 BV1787
 BV1787                         *CURRENT SURVEY CONTROL
 BV1787  ___________________________________________________________________
 BV1787* NAD 83(1986)-  31 09 36.     (N)    088 55 36.     (W)     SCALED    
 BV1787* NAVD 88     -        39.427  (meters)     129.35   (feet)  ADJUSTED  
 BV1787  ___________________________________________________________________
 BV1787  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BV1787  DYNAMIC HT  -          39.378 (meters)     129.19  (feet)  COMP
 BV1787  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 BV1787
 BV1787  VERT ORDER  -  SECOND    CLASS II
 BV1787
 BV1787.The horizontal coordinates were scaled from a topographic map and have
 BV1787.an estimated accuracy of +/- 6 seconds.
 BV1787
 BV1787.The orthometric height was determined by differential leveling
 BV1787.and adjusted in May 1996.
 BV1787
 BV1787.The geoid height was determined by GEOID03.
 BV1787
 BV1787.The dynamic height is computed by dividing the NAVD 88
 BV1787.geopotential number by the normal gravity value computed on the
 BV1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1787.degrees latitude (g = 980.6199 gals.).
 BV1787
 BV1787.The modeled gravity was interpolated from observed gravity values.
 BV1787
 BV1787;                    North         East    Units  Estimated Accuracy
 BV1787;SPC MS E     -   184,020.      291,100.      MT  (+/- 180 meters Scaled)
 BV1787
 BV1787                          SUPERSEDED SURVEY CONTROL
 BV1787
 BV1787.No superseded survey control is available for this station.
 BV1787
 BV1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV163489(NAD 83)
 BV1787_MARKER: DD = SURVEY DISK
 BV1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1787_SP_SET: CONCRETE POST
 BV1787_STAMPING: BM 15V 50 1986
 BV1787_MARK LOGO: MSHD  
 BV1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1787+STABILITY: SURFACE MOTION
 BV1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1787+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BV1787
 BV1787  HISTORY     - Date     Condition        Report By
 BV1787  HISTORY     - 1986     MONUMENTED       MSHD
 BV1787
 BV1787                          STATION DESCRIPTION
 BV1787
 BV1787'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV1787'MARK IS LOCATED 1.13 KM (0.70 MI) SOUTHWEST OF BEAUMONT OF THE GROUNDS
 BV1787'OF THE BEAUMONT ELEMENTARY SCHOOL IN THE SOUTHEAST CORNER OF SECTION
 BV1787'6, T2N, R9W.  FROM THE POST OFFICE AT BEAUMONT ON U.S. HIGHWAY 98, GO
 BV1787'SOUTHERLY ON BOLTON ROAD FOR 0.08 KM (0.05 MI) TO JUNCTION OF EIGHT
 BV1787'MILE ROAD ON RIGHT, TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) TO
 BV1787'BEAUMONT BROOKLYN ROAD ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT
 BV1787'BROOKLYN ROAD FOR 1.13 KM (0.70 MI) TO THE SCHOOL AND MARK ON THE
 BV1787'LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST.
 BV1787'IT IS 50.14 M (164.5 FT) SOUTH SOUTHEAST OF CENTER BEAUMONT BROOKLYN
 BV1787'ROAD, 26.21 M (86.0 FT) NORTHEAST OF A POWER LINE POLE, 4.72 M
 BV1787'(15.5 FT) SOUTH OF CENTER OF DRIVE TO A SHOP, 3.66 M (12.0 FT) WEST OF
 BV1787'THE NORTHWEST CORNER OF THE WEST WING OF SCHOOL MAINTAINCE BUILDING,
 BV1787'0.30 M (1.0 FT) SOUTH OF A POWERLINE POLE, 0.3 M (1.0 FT) EAST OF A
 BV1787'WITNESS POST, 0.30 M (1.0 FT) BELOW LEVEL OF ROAD AND FLUSH WITH THE
 BV1787'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1297 ***********************************************************************
 DJ1297  DESIGNATION -  15 V 500
 DJ1297  PID         -  DJ1297
 DJ1297  STATE/COUNTY-  MS/WINSTON
 DJ1297  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1297
 DJ1297                         *CURRENT SURVEY CONTROL
 DJ1297  ___________________________________________________________________
 DJ1297* NAD 83(1986)-  33 08 08.     (N)    089 03 36.     (W)     SCALED    
 DJ1297* NAVD 88     -       160.435  (meters)     526.36   (feet)  ADJUSTED  
 DJ1297  ___________________________________________________________________
 DJ1297  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DJ1297  DYNAMIC HT  -         160.254 (meters)     525.77  (feet)  COMP
 DJ1297  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DJ1297
 DJ1297  VERT ORDER  -  SECOND    CLASS II
 DJ1297
 DJ1297.The horizontal coordinates were scaled from a topographic map and have
 DJ1297.an estimated accuracy of +/- 6 seconds.
 DJ1297
 DJ1297.The orthometric height was determined by differential leveling
 DJ1297.and adjusted in June 1991.
 DJ1297
 DJ1297.The geoid height was determined by GEOID03.
 DJ1297
 DJ1297.The dynamic height is computed by dividing the NAVD 88
 DJ1297.geopotential number by the normal gravity value computed on the
 DJ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1297.degrees latitude (g = 980.6199 gals.).
 DJ1297
 DJ1297.The modeled gravity was interpolated from observed gravity values.
 DJ1297
 DJ1297;                    North         East    Units  Estimated Accuracy
 DJ1297;SPC MS E     -   403,100.      278,850.      MT  (+/- 180 meters Scaled)
 DJ1297
 DJ1297                          SUPERSEDED SURVEY CONTROL
 DJ1297
 DJ1297.No superseded survey control is available for this station.
 DJ1297
 DJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB078682(NAD 83)
 DJ1297_MARKER: DD = SURVEY DISK
 DJ1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1297_SP_SET: CULVERT
 DJ1297_STAMPING: BM 15V 500 1975
 DJ1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1297
 DJ1297  HISTORY     - Date     Condition        Report By
 DJ1297  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1297
 DJ1297                          STATION DESCRIPTION
 DJ1297
 DJ1297'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1297'0.95 MI NW FROM LOUISVILLE.
 DJ1297'THE MARK IS LOCATED IN THE CITY OF LOUISVILLE ALONG AND ON THE EAST
 DJ1297'SIDE OF STATE HIGHWAY 15 IN SECTION 28, T 15N, R 12W.  IT IS A DISK
 DJ1297'SET IN CEMENT IN A DRILL HOLE IN THE WEST END OF THE NORTH ABUTMENT OF
 DJ1297'A SMALL BOX CULVERT, 78 FEET EAST OF A LIGHT POLE, 28 FEET NORTH OF
 DJ1297'THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST. TO
 DJ1297'REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN DOWNTOWN
 DJ1297'LOUISVILLE GO NORTHWEST ON HIGHWAY 15 FOR 0.95 MILE TO MCCULLY AVENUE
 DJ1297'ON THE LEFT AND THE MARK IMMEDIATELY AHEAD ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1788 ***********************************************************************
 BV1788  DESIGNATION -  15 V 51
 BV1788  PID         -  BV1788
 BV1788  STATE/COUNTY-  MS/PERRY
 BV1788  USGS QUAD   -  BEAUMONT (1982)
 BV1788
 BV1788                         *CURRENT SURVEY CONTROL
 BV1788  ___________________________________________________________________
 BV1788* NAD 83(1986)-  31 10 59.     (N)    088 55 12.     (W)     SCALED    
 BV1788* NAVD 88     -        27.284  (meters)      89.51   (feet)  ADJUSTED  
 BV1788  ___________________________________________________________________
 BV1788  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1788  DYNAMIC HT  -          27.251 (meters)      89.41  (feet)  COMP
 BV1788  MODELED GRAV-     979,403.4   (mgal)                       NAVD 88
 BV1788
 BV1788  VERT ORDER  -  SECOND    CLASS II
 BV1788
 BV1788.The horizontal coordinates were scaled from a topographic map and have
 BV1788.an estimated accuracy of +/- 6 seconds.
 BV1788
 BV1788.The orthometric height was determined by differential leveling
 BV1788.and adjusted in May 1996.
 BV1788
 BV1788.The geoid height was determined by GEOID03.
 BV1788
 BV1788.The dynamic height is computed by dividing the NAVD 88
 BV1788.geopotential number by the normal gravity value computed on the
 BV1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1788.degrees latitude (g = 980.6199 gals.).
 BV1788
 BV1788.The modeled gravity was interpolated from observed gravity values.
 BV1788
 BV1788;                    North         East    Units  Estimated Accuracy
 BV1788;SPC MS E     -   186,580.      291,740.      MT  (+/- 180 meters Scaled)
 BV1788
 BV1788                          SUPERSEDED SURVEY CONTROL
 BV1788
 BV1788.No superseded survey control is available for this station.
 BV1788
 BV1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV170514(NAD 83)
 BV1788_MARKER: DD = SURVEY DISK
 BV1788_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1788_SP_SET: BRIDGE ABUTMENT
 BV1788_STAMPING: BM 15V 51 1987
 BV1788_MARK LOGO: MSHD  
 BV1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1788+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1788
 BV1788  HISTORY     - Date     Condition        Report By
 BV1788  HISTORY     - 1987     MONUMENTED       MSHD
 BV1788
 BV1788                          STATION DESCRIPTION
 BV1788
 BV1788'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1788'MARK IS LOCATED 1.29 KM (0.80 MI) NORTH OF BEAUMONT IN THE WEST END OF
 BV1788'THE SOUTH ABUTMENT OF THE CONCRETE BRIDGE OVER THE LEAF RIVER IN
 BV1788'SECTION 32, T3N, R9W.  TO REACH FROM THE INTERSECTION OF U.S. HWY 98
 BV1788'AND STATE HWY 15 AT BEAUMONT, GO NORTH ON STATE HWY 15 FOR 1.21 KM
 BV1788'(0.75 MI) TO BRIDGE OVER LEAF RIVER AND THE MARK ON THE LEFT.  MARK IS
 BV1788'A MSHD DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH ABUTMENT
 BV1788'OF A CONCRETE BRIDGE.  IT IS 5.33 M (17.5 FT) WEST CENTER HIGHWAY 15,
 BV1788'0.60 M (2.0 FT) NORTH OF A CARSONITE WITNESS POST AND 0.60 M (2.0 FT)
 BV1788'BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1789 ***********************************************************************
 BV1789  DESIGNATION -  15 V 52
 BV1789  PID         -  BV1789
 BV1789  STATE/COUNTY-  MS/PERRY
 BV1789  USGS QUAD   -  BEAUMONT (1982)
 BV1789
 BV1789                         *CURRENT SURVEY CONTROL
 BV1789  ___________________________________________________________________
 BV1789* NAD 83(1986)-  31 11 47.     (N)    088 54 48.     (W)     SCALED    
 BV1789* NAVD 88     -        27.219  (meters)      89.30   (feet)  ADJUSTED  
 BV1789  ___________________________________________________________________
 BV1789  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BV1789  DYNAMIC HT  -          27.185 (meters)      89.19  (feet)  COMP
 BV1789  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 BV1789
 BV1789  VERT ORDER  -  SECOND    CLASS II
 BV1789
 BV1789.The horizontal coordinates were scaled from a topographic map and have
 BV1789.an estimated accuracy of +/- 6 seconds.
 BV1789
 BV1789.The orthometric height was determined by differential leveling
 BV1789.and adjusted in May 1996.
 BV1789
 BV1789.The geoid height was determined by GEOID03.
 BV1789
 BV1789.The dynamic height is computed by dividing the NAVD 88
 BV1789.geopotential number by the normal gravity value computed on the
 BV1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1789.degrees latitude (g = 980.6199 gals.).
 BV1789
 BV1789.The modeled gravity was interpolated from observed gravity values.
 BV1789
 BV1789;                    North         East    Units  Estimated Accuracy
 BV1789;SPC MS E     -   188,050.      292,380.      MT  (+/- 180 meters Scaled)
 BV1789
 BV1789                          SUPERSEDED SURVEY CONTROL
 BV1789
 BV1789.No superseded survey control is available for this station.
 BV1789
 BV1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV177529(NAD 83)
 BV1789_MARKER: DD = SURVEY DISK
 BV1789_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1789_SP_SET: BRIDGE ABUTMENT
 BV1789_STAMPING: BM 15V 52 1987
 BV1789_MARK LOGO: MSHD  
 BV1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1789+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1789
 BV1789  HISTORY     - Date     Condition        Report By
 BV1789  HISTORY     - 1987     MONUMENTED       MSHD
 BV1789
 BV1789                          STATION DESCRIPTION
 BV1789
 BV1789'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1789'MARK IS LOCATED 3.06 KM (1.90 MI) NORTH OF BEAUMONT IN A 380 FOOT
 BV1789'CONCRETE BRIDGE IN SECTION 29, T2N, R9W.  TO REACH FROM THE
 BV1789'INTERSECTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY 15 AT BEAUMONT, GO
 BV1789'NORTH ON STATE HIGHWAY 15 FOR 2.98 KM (1.85 MI) TO A BRIDGE AND THE
 BV1789'MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BV1789'EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE.  IT IS 4.57 M
 BV1789'(15.0 FT) EAST CENTER HIGHWAY 15, 0.15 M (0.5 FT) SOUTH OF A CARSONITE
 BV1789'WITNESS POST AND 0.15 M (0.5 FT) BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1791 ***********************************************************************
 BV1791  DESIGNATION -  15 V 53
 BV1791  PID         -  BV1791
 BV1791  STATE/COUNTY-  MS/PERRY
 BV1791  USGS QUAD   -  BEAUMONT (1982)
 BV1791
 BV1791                         *CURRENT SURVEY CONTROL
 BV1791  ___________________________________________________________________
 BV1791* NAD 83(1986)-  31 13 25.     (N)    088 54 58.     (W)     SCALED    
 BV1791* NAVD 88     -        40.225  (meters)     131.97   (feet)  ADJUSTED  
 BV1791  ___________________________________________________________________
 BV1791  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BV1791  DYNAMIC HT  -          40.176 (meters)     131.81  (feet)  COMP
 BV1791  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 BV1791
 BV1791  VERT ORDER  -  SECOND    CLASS II
 BV1791
 BV1791.The horizontal coordinates were scaled from a topographic map and have
 BV1791.an estimated accuracy of +/- 6 seconds.
 BV1791
 BV1791.The orthometric height was determined by differential leveling
 BV1791.and adjusted in May 1996.
 BV1791
 BV1791.The geoid height was determined by GEOID03.
 BV1791
 BV1791.The dynamic height is computed by dividing the NAVD 88
 BV1791.geopotential number by the normal gravity value computed on the
 BV1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1791.degrees latitude (g = 980.6199 gals.).
 BV1791
 BV1791.The modeled gravity was interpolated from observed gravity values.
 BV1791
 BV1791;                    North         East    Units  Estimated Accuracy
 BV1791;SPC MS E     -   191,070.      292,110.      MT  (+/- 180 meters Scaled)
 BV1791
 BV1791                          SUPERSEDED SURVEY CONTROL
 BV1791
 BV1791.No superseded survey control is available for this station.
 BV1791
 BV1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV174559(NAD 83)
 BV1791_MARKER: DD = SURVEY DISK
 BV1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1791_SP_SET: CONCRETE POST
 BV1791_STAMPING: BM 15V 53 1987
 BV1791_MARK LOGO: MSHD  
 BV1791_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1791+STABILITY: SURFACE MOTION
 BV1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1791+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1791
 BV1791  HISTORY     - Date     Condition        Report By
 BV1791  HISTORY     - 1987     MONUMENTED       MSHD
 BV1791
 BV1791                          STATION DESCRIPTION
 BV1791
 BV1791'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1791'MARK IS LOCATED 5.79 KM (3.60 MI) NORTH OF BEAUMONT NEAR THE EAST
 BV1791'R.O.W. OF STATE HIGHWAY 15, 4.67 KM (2.90 MI) SOUTH OF THE CROSSROAD
 BV1791'AT HINTONVILLE IN SECTION 17, T3N, R9W.  TO REACH FROM THE
 BV1791'INTERSECTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY 15 AT BEAUMONT, GO
 BV1791'NORTH ON STATE HIGHWAY 15 FOR 6.12 KM (3.80 MI) TO THE MARK ON THE
 BV1791'RIGHT.  MARK IS A  MSHD DISK SET IN THE TOP OF A ROUND CONCRETE PSOT
 BV1791'FLUSH WITH THE GROUND.  IT IS 17.68 M (58.0 FT) EAST CENTER HIGHWAY
 BV1791'15, 6.40 M (21.0 FT) WEST OF A FENCE, 4.57 M (15.0 FT) NORTHWEST OF A
 BV1791'R.O.W. MARKER, 3.35 M (11.0 FT) NORTHEAST OF A R.O.W. MARKER, 0.45 M
 BV1791'(1.5 FT) SOUTH OF A POWERLINE POLE WITH A GUY WIRE, 0.30 M (1.0 FT)
 BV1791'NORTH OF A CARSONITE WITNESS POST AND ABOUT 0.90 M (3.0 FT) ABOVEL THE
 BV1791'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1792 ***********************************************************************
 BV1792  DESIGNATION -  15 V 54
 BV1792  PID         -  BV1792
 BV1792  STATE/COUNTY-  MS/PERRY
 BV1792  USGS QUAD   -  BEAUMONT (1982)
 BV1792
 BV1792                         *CURRENT SURVEY CONTROL
 BV1792  ___________________________________________________________________
 BV1792* NAD 83(1986)-  31 14 16.     (N)    088 55 10.     (W)     SCALED    
 BV1792* NAVD 88     -        50.723  (meters)     166.41   (feet)  ADJUSTED  
 BV1792  ___________________________________________________________________
 BV1792  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BV1792  DYNAMIC HT  -          50.661 (meters)     166.21  (feet)  COMP
 BV1792  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 BV1792
 BV1792  VERT ORDER  -  SECOND    CLASS II
 BV1792
 BV1792.The horizontal coordinates were scaled from a topographic map and have
 BV1792.an estimated accuracy of +/- 6 seconds.
 BV1792
 BV1792.The orthometric height was determined by differential leveling
 BV1792.and adjusted in May 1996.
 BV1792
 BV1792.The geoid height was determined by GEOID03.
 BV1792
 BV1792.The dynamic height is computed by dividing the NAVD 88
 BV1792.geopotential number by the normal gravity value computed on the
 BV1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1792.degrees latitude (g = 980.6199 gals.).
 BV1792
 BV1792.The modeled gravity was interpolated from observed gravity values.
 BV1792
 BV1792;                    North         East    Units  Estimated Accuracy
 BV1792;SPC MS E     -   192,640.      291,800.      MT  (+/- 180 meters Scaled)
 BV1792
 BV1792                          SUPERSEDED SURVEY CONTROL
 BV1792
 BV1792.No superseded survey control is available for this station.
 BV1792
 BV1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV171575(NAD 83)
 BV1792_MARKER: DD = SURVEY DISK
 BV1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1792_SP_SET: CONCRETE POST
 BV1792_STAMPING: BM 15V 54 1987
 BV1792_MARK LOGO: MSHD  
 BV1792_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1792+STABILITY: SURFACE MOTION
 BV1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1792+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1792
 BV1792  HISTORY     - Date     Condition        Report By
 BV1792  HISTORY     - 1987     MONUMENTED       MSHD
 BV1792
 BV1792                          STATION DESCRIPTION
 BV1792
 BV1792'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1792'MARK IS LOCATED 7.24 KM (4.50 MI) NORTH OF BEAUMONT ON THE WEST R.O.W.
 BV1792'OF STATE HIGHWAY 15 JUST SOUTH OF THE ENTRANCE TO THE M.S.U.
 BV1792'EXPERIMENT STATION, 12.87 KM (8.00 MI) SOUTH OF RICHTON, 3.06 KM
 BV1792'(1.90 MI) SOUTH OF THE CROSSROAD AT HINTONVILLE IN SECTION 8, T3N,
 BV1792'R9W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY
 BV1792'98 AT BEAUMONT GO NORTH ON HIGHWAY 15 FOR 7.72 KM (4.80 MI) TO THE
 BV1792'MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND
 BV1792'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 70.71 M (232.0 FT) SOUTH
 BV1792'OF THE ENTRANCE TO THE EXPERIMENT STATION, 32.46 M (106.5 FT) NORTH OF
 BV1792'A FENCE CORNER, 19.51 M (64.0 FT) WEST CENTER HIGHWAY 15, 11.28 M
 BV1792'(37.0 FT) SOUTH OF A 20 INCH PINE TREE, 9.90 M (32.5 FT) NORTHWEST OF
 BV1792'A POWERLINE POLE WITH 3 TRANSFORMERS, 0.30 M (1.0 FT) EAST OF A FENCE,
 BV1792'0.45 M (1.5 FT) WEST OF A CARSONITE WITNESS POST AND 1.22 M (4.0 FT)
 BV1792'ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1793 ***********************************************************************
 BV1793  DESIGNATION -  15 V 55
 BV1793  PID         -  BV1793
 BV1793  STATE/COUNTY-  MS/PERRY
 BV1793  USGS QUAD   -  RICHTON (1964)
 BV1793
 BV1793                         *CURRENT SURVEY CONTROL
 BV1793  ___________________________________________________________________
 BV1793* NAD 83(1986)-  31 15 06.     (N)    088 55 05.     (W)     SCALED    
 BV1793* NAVD 88     -        46.270  (meters)     151.80   (feet)  ADJUSTED  
 BV1793  ___________________________________________________________________
 BV1793  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BV1793  DYNAMIC HT  -          46.214 (meters)     151.62  (feet)  COMP
 BV1793  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 BV1793
 BV1793  VERT ORDER  -  SECOND    CLASS II
 BV1793
 BV1793.The horizontal coordinates were scaled from a topographic map and have
 BV1793.an estimated accuracy of +/- 6 seconds.
 BV1793
 BV1793.The orthometric height was determined by differential leveling
 BV1793.and adjusted in May 1996.
 BV1793
 BV1793.The geoid height was determined by GEOID03.
 BV1793
 BV1793.The dynamic height is computed by dividing the NAVD 88
 BV1793.geopotential number by the normal gravity value computed on the
 BV1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1793.degrees latitude (g = 980.6199 gals.).
 BV1793
 BV1793.The modeled gravity was interpolated from observed gravity values.
 BV1793
 BV1793;                    North         East    Units  Estimated Accuracy
 BV1793;SPC MS E     -   194,180.      291,930.      MT  (+/- 180 meters Scaled)
 BV1793
 BV1793                          SUPERSEDED SURVEY CONTROL
 BV1793
 BV1793.No superseded survey control is available for this station.
 BV1793
 BV1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV173590(NAD 83)
 BV1793_MARKER: DT = TOPOGRAPHIC STATION DISK
 BV1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1793_SP_SET: CONCRETE POST
 BV1793_STAMPING: BM 15V 55 1987
 BV1793_MARK LOGO: MSHD  
 BV1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1793+STABILITY: SURFACE MOTION
 BV1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1793+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1793
 BV1793  HISTORY     - Date     Condition        Report By
 BV1793  HISTORY     - 1987     MONUMENTED       MSHD
 BV1793
 BV1793                          STATION DESCRIPTION
 BV1793
 BV1793'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1793'MARK IS LOCATED 8.85 KM (5.50 MI) NORTH OF BEAUMONT ON THE EAST SIDE
 BV1793'OF STATE HIGHWAY 15, 11.27 KM (7.00 MI) SOUTH OF RICHTON IN SECTION 5,
 BV1793'T3N, R9W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 BV1793'HIGHWAY 98 IN BEAUMONT, GO NORTH ON HIGHWAY 15 FOR 9.41 KM (5.85 MI)
 BV1793'TO THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A
 BV1793'ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 28.96 M (95.0 FT) EAST
 BV1793'OF THE CENTER OF HIGHWAY 15, 25.15 M (82.5 FT) NORTHWEST OF THE NORTH
 BV1793'ONE OF TWIN POWER POLES, 12.95 M (42.5 FT) EAST OF THE NORTH GATE
 BV1793'POST, 6.09 M (20.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.76 M
 BV1793'(2.5 FT) SOUTH OF A HIGHWAY POWERLINE POLE, 0.45 M (1.5 FT) NORTH OF A
 BV1793'CARSONITE WITNESS POST AND IS ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF
 BV1793'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1794 ***********************************************************************
 BV1794  DESIGNATION -  15 V 56
 BV1794  PID         -  BV1794
 BV1794  STATE/COUNTY-  MS/PERRY
 BV1794  USGS QUAD   -  RICHTON (1964)
 BV1794
 BV1794                         *CURRENT SURVEY CONTROL
 BV1794  ___________________________________________________________________
 BV1794* NAD 83(1986)-  31 16 31.     (N)    088 55 10.     (W)     SCALED    
 BV1794* NAVD 88     -        41.147  (meters)     135.00   (feet)  ADJUSTED  
 BV1794  ___________________________________________________________________
 BV1794  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BV1794  DYNAMIC HT  -          41.096 (meters)     134.83  (feet)  COMP
 BV1794  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BV1794
 BV1794  VERT ORDER  -  SECOND    CLASS II
 BV1794
 BV1794.The horizontal coordinates were scaled from a topographic map and have
 BV1794.an estimated accuracy of +/- 6 seconds.
 BV1794
 BV1794.The orthometric height was determined by differential leveling
 BV1794.and adjusted in May 1996.
 BV1794
 BV1794.The geoid height was determined by GEOID03.
 BV1794
 BV1794.The dynamic height is computed by dividing the NAVD 88
 BV1794.geopotential number by the normal gravity value computed on the
 BV1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1794.degrees latitude (g = 980.6199 gals.).
 BV1794
 BV1794.The modeled gravity was interpolated from observed gravity values.
 BV1794
 BV1794;                    North         East    Units  Estimated Accuracy
 BV1794;SPC MS E     -   196,800.      291,800.      MT  (+/- 180 meters Scaled)
 BV1794
 BV1794                          SUPERSEDED SURVEY CONTROL
 BV1794
 BV1794.No superseded survey control is available for this station.
 BV1794
 BV1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV172617(NAD 83)
 BV1794_MARKER: DD = SURVEY DISK
 BV1794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1794_SP_SET: HEADWALL
 BV1794_STAMPING: BM 15V 56 1987
 BV1794_MARK LOGO: MSHD  
 BV1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1794+STABILITY: SURFACE MOTION
 BV1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1794+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1794
 BV1794  HISTORY     - Date     Condition        Report By
 BV1794  HISTORY     - 1987     MONUMENTED       MSHD
 BV1794
 BV1794                          STATION DESCRIPTION
 BV1794
 BV1794'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1794'MARK IS LOCATED 8.53 KM (5.30 MI) SOUTH OF RICHTON IN A CULVERT, 11.59
 BV1794'KM (7.20 MI) NORTH OF BEAUMONT, 1.38 KM (0.85 MI) NORTH OF THE
 BV1794'CROSSROAD AT HINTONVILLE IN SECTION 17, T3N, R9W.  TO REACH FROM THE
 BV1794'POST OFFICE IN RICHTON GO SOUTH ON STATE HIGHWAY 15 FOR 8.53 KM
 BV1794'(5.30 MI) TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY 15 FOR 0.48
 BV1794'KM (0.30 MI) TO THE CULVERT AND THE MARK ON THE LEFT.  MARK IS A MSHD
 BV1794'DISK SET IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A
 BV1794'CONCRETE BOX CULVERT.  IT IS 28.04 M (92.0 FT) SOUTHEAST OF POWER POLE
 BV1794'NO. 37, 26.82 M (88.0 FT) NORTH NORTHWEST OF POWER POLE NO. 366, 5.64
 BV1794'M (18.5 FT) EAST OF OF THE CENTER OF HIGHWAY 15, 0.30 M (1.0 FT) SOUTH
 BV1794'OF A CARSONITE WITNESS POST AND IS ABOUT 0.60 M (2.0 FT) BELOW THE
 BV1794'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1795 ***********************************************************************
 BV1795  DESIGNATION -  15 V 57
 BV1795  PID         -  BV1795
 BV1795  STATE/COUNTY-  MS/PERRY
 BV1795  USGS QUAD   -  RICHTON (1964)
 BV1795
 BV1795                         *CURRENT SURVEY CONTROL
 BV1795  ___________________________________________________________________
 BV1795* NAD 83(1986)-  31 17 19.     (N)    088 55 20.     (W)     SCALED    
 BV1795* NAVD 88     -        40.290  (meters)     132.18   (feet)  ADJUSTED  
 BV1795  ___________________________________________________________________
 BV1795  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BV1795  DYNAMIC HT  -          40.241 (meters)     132.02  (feet)  COMP
 BV1795  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 BV1795
 BV1795  VERT ORDER  -  SECOND    CLASS II
 BV1795
 BV1795.The horizontal coordinates were scaled from a topographic map and have
 BV1795.an estimated accuracy of +/- 6 seconds.
 BV1795
 BV1795.The orthometric height was determined by differential leveling
 BV1795.and adjusted in May 1996.
 BV1795
 BV1795.The geoid height was determined by GEOID03.
 BV1795
 BV1795.The dynamic height is computed by dividing the NAVD 88
 BV1795.geopotential number by the normal gravity value computed on the
 BV1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1795.degrees latitude (g = 980.6199 gals.).
 BV1795
 BV1795.The modeled gravity was interpolated from observed gravity values.
 BV1795
 BV1795;                    North         East    Units  Estimated Accuracy
 BV1795;SPC MS E     -   198,280.      291,540.      MT  (+/- 180 meters Scaled)
 BV1795
 BV1795                          SUPERSEDED SURVEY CONTROL
 BV1795
 BV1795.No superseded survey control is available for this station.
 BV1795
 BV1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV170631(NAD 83)
 BV1795_MARKER: DD = SURVEY DISK
 BV1795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1795_SP_SET: HEADWALL
 BV1795_STAMPING: BM 15V 57 1987
 BV1795_MARK LOGO: MSHD  
 BV1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1795+STABILITY: SURFACE MOTION
 BV1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1795+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1795
 BV1795  HISTORY     - Date     Condition        Report By
 BV1795  HISTORY     - 1987     MONUMENTED       MSHD
 BV1795
 BV1795                          STATION DESCRIPTION
 BV1795
 BV1795'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1795'MARK IS LOCATED 6.76 KM (4.20 MI) SOUTH OF RICHTON IN A CONCRETE BOX
 BV1795'CULVERT, 13.20 KM (8.20 MI) NORTH OF BEAUMONT, 3.14 KM (1.95 MI) NORTH
 BV1795'OF THE CROSSROAD AT HINTONVILLE IN THE SOUTHWEST CORNER OF SECTION 20,
 BV1795'T4N, R9W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO SOUTH ON STATE
 BV1795'HIGHWAY 15 FOR 7.32 KM (4.55 MI) TO THE MARK ON THE LEFT.  MARK IS A
 BV1795'MSHD DISK SET IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF
 BV1795'A 6X4 FT BOX CULVERT.  IT IS 5.64 M (18.5 FT) EAST CENTER HIGHAY 15,
 BV1795'4.72 M (15.5 FT) NORTH NORTHWEST OF POWERLINE POLE NO. 348, 0.30 M
 BV1795'(1.0 FT) SOUTH OF A CARSONITE WITNESS POST AND ABOUT 0.60 M (2.0 FT)
 BV1795'BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1796 ***********************************************************************
 BV1796  DESIGNATION -  15 V 57 A
 BV1796  PID         -  BV1796
 BV1796  STATE/COUNTY-  MS/PERRY
 BV1796  USGS QUAD   -  RICHTON (1964)
 BV1796
 BV1796                         *CURRENT SURVEY CONTROL
 BV1796  ___________________________________________________________________
 BV1796* NAD 83(1986)-  31 18 15.     (N)    088 55 40.     (W)     SCALED    
 BV1796* NAVD 88     -        43.476  (meters)     142.64   (feet)  ADJUSTED  
 BV1796  ___________________________________________________________________
 BV1796  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BV1796  DYNAMIC HT  -          43.423 (meters)     142.46  (feet)  COMP
 BV1796  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BV1796
 BV1796  VERT ORDER  -  SECOND    CLASS II
 BV1796
 BV1796.The horizontal coordinates were scaled from a topographic map and have
 BV1796.an estimated accuracy of +/- 6 seconds.
 BV1796
 BV1796.The orthometric height was determined by differential leveling
 BV1796.and adjusted in May 1996.
 BV1796
 BV1796.The geoid height was determined by GEOID03.
 BV1796
 BV1796.The dynamic height is computed by dividing the NAVD 88
 BV1796.geopotential number by the normal gravity value computed on the
 BV1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1796.degrees latitude (g = 980.6199 gals.).
 BV1796
 BV1796.The modeled gravity was interpolated from observed gravity values.
 BV1796
 BV1796;                    North         East    Units  Estimated Accuracy
 BV1796;SPC MS E     -   200,000.      291,010.      MT  (+/- 180 meters Scaled)
 BV1796
 BV1796                          SUPERSEDED SURVEY CONTROL
 BV1796
 BV1796.No superseded survey control is available for this station.
 BV1796
 BV1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV165649(NAD 83)
 BV1796_MARKER: DD = SURVEY DISK
 BV1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1796_SP_SET: CONCRETE POST
 BV1796_STAMPING: BM 15V 57A 1987
 BV1796_MARK LOGO: MSHD  
 BV1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1796+STABILITY: SURFACE MOTION
 BV1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1796+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1796
 BV1796  HISTORY     - Date     Condition        Report By
 BV1796  HISTORY     - 1987     MONUMENTED       MSHD
 BV1796
 BV1796                          STATION DESCRIPTION
 BV1796
 BV1796'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1796'MARK IS LOCATED 5.15 KM (3.20 MI) SOUTH OF RICHTON NEAR THE EAST
 BV1796'R.O.W. OF STATE HIGHWAY 15, 4.75 KM (2.95 MI) NORTH OF THE CROSSROAD
 BV1796'AT HINTONVILLE IN THE SOUTHEAST CORNER OF SECTION 18, T4N, R9W.  TO
 BV1796'REACH FROM THE POST OFFICE IN RICHTON GO SOUTH ON STATE HIGHWAY 15 FOR
 BV1796'2.98 KM (1.85 MI) TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY 15
 BV1796'FOR 2.66 KM (1.65 MI) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK
 BV1796'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BV1796'78.03 M (256.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 36.42 M
 BV1796'(119.5 FT) WEST OF A POWER POLE, 20.27 M (66.5 FT) NORTHWEST OF AN 18
 BV1796'INCH PINE, 17.37 M (57.0 FT) EAST OF THE CENTER OF HIGHWAY 15, 2.44 M
 BV1796'(8.0 FT) SOUTH OF A FENCE CORNER, 0.30 M (1.0 FT) EAST OF A CARSONITE
 BV1796'WITNESS POST AND ABOUT 1.22 M (4.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1799 ***********************************************************************
 BV1799  DESIGNATION -  15 V 58
 BV1799  PID         -  BV1799
 BV1799  STATE/COUNTY-  MS/PERRY
 BV1799  USGS QUAD   -  RHODES (1964)
 BV1799
 BV1799                         *CURRENT SURVEY CONTROL
 BV1799  ___________________________________________________________________
 BV1799* NAD 83(1986)-  31 23 49.     (N)    088 56 36.     (W)     SCALED    
 BV1799* NAVD 88     -        76.235  (meters)     250.11   (feet)  ADJUSTED  
 BV1799  ___________________________________________________________________
 BV1799  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BV1799  DYNAMIC HT  -          76.143 (meters)     249.81  (feet)  COMP
 BV1799  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 BV1799
 BV1799  VERT ORDER  -  SECOND    CLASS II
 BV1799
 BV1799.The horizontal coordinates were scaled from a topographic map and have
 BV1799.an estimated accuracy of +/- 6 seconds.
 BV1799
 BV1799.The orthometric height was determined by differential leveling
 BV1799.and adjusted in May 1996.
 BV1799
 BV1799.The geoid height was determined by GEOID03.
 BV1799
 BV1799.The dynamic height is computed by dividing the NAVD 88
 BV1799.geopotential number by the normal gravity value computed on the
 BV1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1799.degrees latitude (g = 980.6199 gals.).
 BV1799
 BV1799.The modeled gravity was interpolated from observed gravity values.
 BV1799
 BV1799;                    North         East    Units  Estimated Accuracy
 BV1799;SPC MS E     -   210,290.      289,540.      MT  (+/- 180 meters Scaled)
 BV1799
 BV1799                          SUPERSEDED SURVEY CONTROL
 BV1799
 BV1799.No superseded survey control is available for this station.
 BV1799
 BV1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV152752(NAD 83)
 BV1799_MARKER: DD = SURVEY DISK
 BV1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1799_SP_SET: CONCRETE POST
 BV1799_STAMPING: BM 15V 58 1987
 BV1799_MARK LOGO: MSHD  
 BV1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1799+STABILITY: SURFACE MOTION
 BV1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1799+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1799
 BV1799  HISTORY     - Date     Condition        Report By
 BV1799  HISTORY     - 1987     MONUMENTED       MSHD
 BV1799
 BV1799                          STATION DESCRIPTION
 BV1799
 BV1799'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1799'MARK IS LOCATED 5.15 KM (3.20 MI) NORTH OF RICHTON IN A CULVERT UNDER
 BV1799'HIGHAY 15 IN SECTION 18, T5N, R9W.  TO REACH FROM THE POST OFFICE IN
 BV1799'RICHTON GO NORTH ON STATE HIGHWAY 15 FOR 3.62 KM (2.25 MI) TO A
 BV1799'CROSSROAD, CONTINUE NORTH ON HIGHWAY 15 FOR 1.69 KM (1.05 MI) TO THE
 BV1799'MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BV1799'SOUTH END OF THE WEST HEADWALL OF A 24 INCH PIPE CULVERT UNDER THE
 BV1799'HIGHWAY, 6.70 M (22.0 FT) WEST CENTER HIGHWAY 15, 0.15 M (0.5 FT)
 BV1799'NORTH OF A WITNESS POST AND 1.22 M (4.0 FT) BELOW THE LEVEL OF
 BV1799'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1800 ***********************************************************************
 BV1800  DESIGNATION -  15 V 59
 BV1800  PID         -  BV1800
 BV1800  STATE/COUNTY-  MS/PERRY
 BV1800  USGS QUAD   -  RHODES (1964)
 BV1800
 BV1800                         *CURRENT SURVEY CONTROL
 BV1800  ___________________________________________________________________
 BV1800* NAD 83(1986)-  31 24 37.     (N)    088 56 36.     (W)     SCALED    
 BV1800* NAVD 88     -        86.009  (meters)     282.18   (feet)  ADJUSTED  
 BV1800  ___________________________________________________________________
 BV1800  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV1800  DYNAMIC HT  -          85.904 (meters)     281.84  (feet)  COMP
 BV1800  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 BV1800
 BV1800  VERT ORDER  -  SECOND    CLASS II
 BV1800
 BV1800.The horizontal coordinates were scaled from a topographic map and have
 BV1800.an estimated accuracy of +/- 6 seconds.
 BV1800
 BV1800.The orthometric height was determined by differential leveling
 BV1800.and adjusted in May 1996.
 BV1800
 BV1800.The geoid height was determined by GEOID03.
 BV1800
 BV1800.The dynamic height is computed by dividing the NAVD 88
 BV1800.geopotential number by the normal gravity value computed on the
 BV1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1800.degrees latitude (g = 980.6199 gals.).
 BV1800
 BV1800.The modeled gravity was interpolated from observed gravity values.
 BV1800
 BV1800;                    North         East    Units  Estimated Accuracy
 BV1800;SPC MS E     -   211,770.      289,540.      MT  (+/- 180 meters Scaled)
 BV1800
 BV1800                          SUPERSEDED SURVEY CONTROL
 BV1800
 BV1800.No superseded survey control is available for this station.
 BV1800
 BV1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV152767(NAD 83)
 BV1800_MARKER: DD = SURVEY DISK
 BV1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1800_SP_SET: CONCRETE POST
 BV1800_STAMPING: BM 15V 59 1987
 BV1800_MARK LOGO: MSHD  
 BV1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1800+STABILITY: SURFACE MOTION
 BV1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1800+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1800
 BV1800  HISTORY     - Date     Condition        Report By
 BV1800  HISTORY     - 1987     MONUMENTED       MSHD
 BV1800
 BV1800                          STATION DESCRIPTION
 BV1800
 BV1800'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1800'MARK IS LOCATED 6.76 KM (4.20 MI) NORTH OF RICHTON IN THE NORTHWEST
 BV1800'ANGLE OF THE JUNCTION OF A DRIVEWAY WITH STATE HIGHWAY 15 IN SECTION
 BV1800'12, T5N, R10W.  TO REACH FROM THE POST OFFICE IN RICHTON GO NORTH ON
 BV1800'STATE HIGHWAY 15 FOR 6.28 KM (3.90 MI) TO A CROSSROAD, CONTINUE NORTH
 BV1800'ON HIGHWAY 15 FOR 0.64 KM (0.40 MI) TO A DRIVEWAY AND THE MARK ON THE
 BV1800'LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST.
 BV1800'IT IS 22.16 M (72.7 FT) WEST CENTER HIGHWAY 15, 11.12 M (36.5 FT)
 BV1800'NORTH CENTER GRAVEL DRIVE, 1.00 M (3.3 FT) SOUTH OF A POWERLINE POLE,
 BV1800'0.43 M (1.4 FT) NORTH OF A WITNESS POST AND PROJECTING 2 INCHES ABOVE
 BV1800'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1801 ***********************************************************************
 BV1801  DESIGNATION -  15 V 60
 BV1801  PID         -  BV1801
 BV1801  STATE/COUNTY-  MS/PERRY
 BV1801  USGS QUAD   -  RHODES (1964)
 BV1801
 BV1801                         *CURRENT SURVEY CONTROL
 BV1801  ___________________________________________________________________
 BV1801* NAD 83(1986)-  31 25 17.     (N)    088 57 30.     (W)     SCALED    
 BV1801* NAVD 88     -        77.908  (meters)     255.60   (feet)  ADJUSTED  
 BV1801  ___________________________________________________________________
 BV1801  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BV1801  DYNAMIC HT  -          77.813 (meters)     255.29  (feet)  COMP
 BV1801  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BV1801
 BV1801  VERT ORDER  -  SECOND    CLASS II
 BV1801
 BV1801.The horizontal coordinates were scaled from a topographic map and have
 BV1801.an estimated accuracy of +/- 6 seconds.
 BV1801
 BV1801.The orthometric height was determined by differential leveling
 BV1801.and adjusted in May 1996.
 BV1801
 BV1801.The geoid height was determined by GEOID03.
 BV1801
 BV1801.The dynamic height is computed by dividing the NAVD 88
 BV1801.geopotential number by the normal gravity value computed on the
 BV1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1801.degrees latitude (g = 980.6199 gals.).
 BV1801
 BV1801.The modeled gravity was interpolated from observed gravity values.
 BV1801
 BV1801;                    North         East    Units  Estimated Accuracy
 BV1801;SPC MS E     -   213,000.      288,120.      MT  (+/- 180 meters Scaled)
 BV1801
 BV1801                          SUPERSEDED SURVEY CONTROL
 BV1801
 BV1801.No superseded survey control is available for this station.
 BV1801
 BV1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV138779(NAD 83)
 BV1801_MARKER: DD = SURVEY DISK
 BV1801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1801_SP_SET: HEADWALL
 BV1801_STAMPING: BML 15V 60 1987
 BV1801_MARK LOGO: MSHD  
 BV1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1801+STABILITY: SURFACE MOTION
 BV1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1801+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1801
 BV1801  HISTORY     - Date     Condition        Report By
 BV1801  HISTORY     - 1987     MONUMENTED       MSHD
 BV1801
 BV1801                          STATION DESCRIPTION
 BV1801
 BV1801'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1801'MARK IS LOCATED 8.37 KM (5.20 MI) NORTH NORTHWEST OF RICHTON IN A BOX
 BV1801'CULVERT, 1.45 KM (0.90 MI) SOUTH OF THE JONES-PERRY COUNTY LINE IN
 BV1801'SECTION 1, T5N, R10W.  TO REACH FROM THE POST OFFICE IN RICHTON GO
 BV1801'NORTH ON STATE HIGHWAY 15 FOR 6.28 KM (3.90 MI) TO A CROSSROAD,
 BV1801'CONTINUE NORTH ON HIGHWAY 15 FOR 2.25 KM (1.40 MI) TO THE CULVERT AND
 BV1801'THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BV1801'NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 6.7 M
 BV1801'(22.0 FT) EAST OF THE CENTER OF HIGHWAY 15, 0.15 M (0.5 FT) SOUTH OF A
 BV1801'CARSONITE WITNESS POST AND IS ABOUT 1.22 M (4.0 FT) BELOW THE LEVEL OF
 BV1801'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1802 ***********************************************************************
 BV1802  DESIGNATION -  15 V 61
 BV1802  PID         -  BV1802
 BV1802  STATE/COUNTY-  MS/PERRY
 BV1802  USGS QUAD   -  RHODES (1964)
 BV1802
 BV1802                         *CURRENT SURVEY CONTROL
 BV1802  ___________________________________________________________________
 BV1802* NAD 83(1986)-  31 25 57.     (N)    088 58 00.     (W)     SCALED    
 BV1802* NAVD 88     -        85.231  (meters)     279.63   (feet)  ADJUSTED  
 BV1802  ___________________________________________________________________
 BV1802  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV1802  DYNAMIC HT  -          85.127 (meters)     279.29  (feet)  COMP
 BV1802  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BV1802
 BV1802  VERT ORDER  -  SECOND    CLASS II
 BV1802
 BV1802.The horizontal coordinates were scaled from a topographic map and have
 BV1802.an estimated accuracy of +/- 6 seconds.
 BV1802
 BV1802.The orthometric height was determined by differential leveling
 BV1802.and adjusted in May 1996.
 BV1802
 BV1802.The geoid height was determined by GEOID03.
 BV1802
 BV1802.The dynamic height is computed by dividing the NAVD 88
 BV1802.geopotential number by the normal gravity value computed on the
 BV1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1802.degrees latitude (g = 980.6199 gals.).
 BV1802
 BV1802.The modeled gravity was interpolated from observed gravity values.
 BV1802
 BV1802;                    North         East    Units  Estimated Accuracy
 BV1802;SPC MS E     -   214,240.      287,330.      MT  (+/- 180 meters Scaled)
 BV1802
 BV1802                          SUPERSEDED SURVEY CONTROL
 BV1802
 BV1802.No superseded survey control is available for this station.
 BV1802
 BV1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV130792(NAD 83)
 BV1802_MARKER: DD = SURVEY DISK
 BV1802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1802_SP_SET: HEADWALL
 BV1802_STAMPING: BM 15V 61 1987
 BV1802_MARK LOGO: MSHD  
 BV1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1802+STABILITY: SURFACE MOTION
 BV1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1802+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1802
 BV1802  HISTORY     - Date     Condition        Report By
 BV1802  HISTORY     - 1987     MONUMENTED       MSHD
 BV1802
 BV1802                          STATION DESCRIPTION
 BV1802
 BV1802'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1802'MARK IS LOCATED 9.66 KM (6.00 MI) NORTHWEST OF RICHTON IN A CULVERT IN
 BV1802'THE NORTHWEST ANGLE OF THE JUNCTION OF A GRAVEL ROAD WITH STATE
 BV1802'HIGHWAY 15 ON THE JONES-PERRY COUNTY LINE AND IS IN SECTION 35, T6N,
 BV1802'R10W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE
 BV1802'HIGHWAY 15 FOR 10.06 KM (6.25 MI) TO THE PERRY-JONES COUNTY LINE AND
 BV1802'THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BV1802'SOUTH END OF THE WEST HEADWALL OVER A 24 INCH CONCRETE PIPE CULVERT
 BV1802'UNDER THE HIGHWAY, 8.84 M (29.0 FT) WEST CENTER HIGHWAY 15, 24.08 M
 BV1802'(79.0 FT) NORTH OF CENTER GRAVEL SIDE ROAD, 0.15 M (0.5 FT) WEST OF A
 BV1802'WITNESS POST AND 2.00 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1803 ***********************************************************************
 BV1803  DESIGNATION -  15 V 62
 BV1803  PID         -  BV1803
 BV1803  STATE/COUNTY-  MS/JONES
 BV1803  USGS QUAD   -  RHODES (1964)
 BV1803
 BV1803                         *CURRENT SURVEY CONTROL
 BV1803  ___________________________________________________________________
 BV1803* NAD 83(1986)-  31 26 47.     (N)    088 58 24.     (W)     SCALED    
 BV1803* NAVD 88     -        71.186  (meters)     233.55   (feet)  ADJUSTED  
 BV1803  ___________________________________________________________________
 BV1803  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BV1803  DYNAMIC HT  -          71.101 (meters)     233.27  (feet)  COMP
 BV1803  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 BV1803
 BV1803  VERT ORDER  -  SECOND    CLASS II
 BV1803
 BV1803.The horizontal coordinates were scaled from a topographic map and have
 BV1803.an estimated accuracy of +/- 6 seconds.
 BV1803
 BV1803.The orthometric height was determined by differential leveling
 BV1803.and adjusted in May 1996.
 BV1803
 BV1803.The geoid height was determined by GEOID03.
 BV1803
 BV1803.The dynamic height is computed by dividing the NAVD 88
 BV1803.geopotential number by the normal gravity value computed on the
 BV1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1803.degrees latitude (g = 980.6199 gals.).
 BV1803
 BV1803.The modeled gravity was interpolated from observed gravity values.
 BV1803
 BV1803;                    North         East    Units  Estimated Accuracy
 BV1803;SPC MS E     -   215,780.      286,690.      MT  (+/- 180 meters Scaled)
 BV1803
 BV1803                          SUPERSEDED SURVEY CONTROL
 BV1803
 BV1803.No superseded survey control is available for this station.
 BV1803
 BV1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV124807(NAD 83)
 BV1803_MARKER: DD = SURVEY DISK
 BV1803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1803_SP_SET: HEADWALL
 BV1803_STAMPING: BM 15V 62 1987
 BV1803_MARK LOGO: MSHD  
 BV1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1803+STABILITY: SURFACE MOTION
 BV1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1803+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1803
 BV1803  HISTORY     - Date     Condition        Report By
 BV1803  HISTORY     - 1987     MONUMENTED       MSHD
 BV1803
 BV1803                          STATION DESCRIPTION
 BV1803
 BV1803'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1803'MARK IS LOCATED 11.43 KM (7.10 MI) NORTHWEST OF RICHTON IN A CULVERT,
 BV1803'1.77 KM (1.10 MI) NORTHWEST OF THE JONES-PERRY COUNTY LINE IN THE
 BV1803'NORTHWEST CORNER OF SECTION 35, T6N, R10W.  TO REACH FROM THE POST
 BV1803'OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR 9.98 KM (6.20 MI)
 BV1803'TO A SIDE ROAD LEFT AND THE JONES-PERRY COUNTY LINE, CONTINUE
 BV1803'NORTHWEST ON HIGHWAY 15 FOR 1.77 KM (1.10 MI) TO THE MARK ON THE
 BV1803'RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE NORTH END OF
 BV1803'THE EAST HEADWALL OF CONCRETE BOX CULVERT, 7.16 M (23.5 FT) EAST OF
 BV1803'CENTERLLINE HIGHWAY 15 AND 1.37 M (4.5 FT) BELOW THE LEVEL OF THE
 BV1803'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1804 ***********************************************************************
 BV1804  DESIGNATION -  15 V 63
 BV1804  PID         -  BV1804
 BV1804  STATE/COUNTY-  MS/JONES
 BV1804  USGS QUAD   -  RHODES (1964)
 BV1804
 BV1804                         *CURRENT SURVEY CONTROL
 BV1804  ___________________________________________________________________
 BV1804* NAD 83(1986)-  31 27 31.     (N)    088 59 05.     (W)     SCALED    
 BV1804* NAVD 88     -        66.689  (meters)     218.80   (feet)  ADJUSTED  
 BV1804  ___________________________________________________________________
 BV1804  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BV1804  DYNAMIC HT  -          66.608 (meters)     218.53  (feet)  COMP
 BV1804  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BV1804
 BV1804  VERT ORDER  -  SECOND    CLASS II
 BV1804
 BV1804.The horizontal coordinates were scaled from a topographic map and have
 BV1804.an estimated accuracy of +/- 6 seconds.
 BV1804
 BV1804.The orthometric height was determined by differential leveling
 BV1804.and adjusted in May 1996.
 BV1804
 BV1804.The geoid height was determined by GEOID03.
 BV1804
 BV1804.The dynamic height is computed by dividing the NAVD 88
 BV1804.geopotential number by the normal gravity value computed on the
 BV1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1804.degrees latitude (g = 980.6199 gals.).
 BV1804
 BV1804.The modeled gravity was interpolated from observed gravity values.
 BV1804
 BV1804;                    North         East    Units  Estimated Accuracy
 BV1804;SPC MS E     -   217,130.      285,610.      MT  (+/- 180 meters Scaled)
 BV1804
 BV1804                          SUPERSEDED SURVEY CONTROL
 BV1804
 BV1804.No superseded survey control is available for this station.
 BV1804
 BV1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV114821(NAD 83)
 BV1804_MARKER: DD = SURVEY DISK
 BV1804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1804_SP_SET: HEADWALL
 BV1804_STAMPING: BM 15V 63 1987
 BV1804_MARK LOGO: MSHD  
 BV1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1804+STABILITY: SURFACE MOTION
 BV1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1804+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1804
 BV1804  HISTORY     - Date     Condition        Report By
 BV1804  HISTORY     - 1987     MONUMENTED       MSHD
 BV1804
 BV1804                          STATION DESCRIPTION
 BV1804
 BV1804'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1804'MARK IS LOCATED 12.88 KM (8.00 MI) NORTHWEST OF RICHTON IN A BOX
 BV1804'CULVERT, 5.47 KM (3.40 MI) SOUTHEAST OF OVETT, 0.16 KM (0.10 MI)
 BV1804'SOUTHEAST OF A CROSSROAD IN SECTION 27, T6N, R10W.  TO REACH FROM THE
 BV1804'POST OFFICE IN RICHTON GO NORTH ON STATE HIGHWAY 15 FOR 9.98 KM
 BV1804'(6.20 MI) TO A SIDE ROAD LEFT AND THE COUNTY LINE, CONTINUE NORTHWEST
 BV1804'ON HIGHWAY 15 FOR 3.54 KM (2.20 MI) TO THE MARK ON THE LEFT.  MARK IS
 BV1804'A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE SOUTHWEST
 BV1804'HEADWALL OF A CONCRETE PIPE CULVERT.  IT IS 7.92 M (26.0 FT) SOUTHWEST
 BV1804'OF THE CENTER OF HIGHWAY 15. 0.15 M (0.5 FT) NORTHWEST OF A CARSONITE
 BV1804'WITNESS POST AND IS ABOUT 1.83 M (6.0 FT) BELOW THE LEVEL OF THE
 BV1804'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1805 ***********************************************************************
 BV1805  DESIGNATION -  15 V 64
 BV1805  PID         -  BV1805
 BV1805  STATE/COUNTY-  MS/JONES
 BV1805  USGS QUAD   -  RHODES (1964)
 BV1805
 BV1805                         *CURRENT SURVEY CONTROL
 BV1805  ___________________________________________________________________
 BV1805* NAD 83(1986)-  31 28 16.     (N)    088 59 40.     (W)     SCALED    
 BV1805* NAVD 88     -        54.656  (meters)     179.32   (feet)  ADJUSTED  
 BV1805  ___________________________________________________________________
 BV1805  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BV1805  DYNAMIC HT  -          54.591 (meters)     179.10  (feet)  COMP
 BV1805  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BV1805
 BV1805  VERT ORDER  -  SECOND    CLASS II
 BV1805
 BV1805.The horizontal coordinates were scaled from a topographic map and have
 BV1805.an estimated accuracy of +/- 6 seconds.
 BV1805
 BV1805.The orthometric height was determined by differential leveling
 BV1805.and adjusted in May 1996.
 BV1805
 BV1805.The geoid height was determined by GEOID03.
 BV1805
 BV1805.The dynamic height is computed by dividing the NAVD 88
 BV1805.geopotential number by the normal gravity value computed on the
 BV1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1805.degrees latitude (g = 980.6199 gals.).
 BV1805
 BV1805.The modeled gravity was interpolated from observed gravity values.
 BV1805
 BV1805;                    North         East    Units  Estimated Accuracy
 BV1805;SPC MS E     -   218,520.      284,690.      MT  (+/- 180 meters Scaled)
 BV1805
 BV1805                          SUPERSEDED SURVEY CONTROL
 BV1805
 BV1805.No superseded survey control is available for this station.
 BV1805
 BV1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV105835(NAD 83)
 BV1805_MARKER: DD = SURVEY DISK
 BV1805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1805_SP_SET: HEADWALL
 BV1805_STAMPING: BM 15V 64 1987
 BV1805_MARK LOGO: MSHD  
 BV1805_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1805+STABILITY: SURFACE MOTION
 BV1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1805+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1805
 BV1805  HISTORY     - Date     Condition        Report By
 BV1805  HISTORY     - 1987     MONUMENTED       MSHD
 BV1805
 BV1805                          STATION DESCRIPTION
 BV1805
 BV1805'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1805'MARK IS LOCATED 14.48 KM (9.00 MI) NORTHWEST OF RICHTON IN A CULVERT,
 BV1805'3.86 KM (2.40 MI) SOUTHEAST OF OVETT IN SECTION 21, T6N, R10W.  TO
 BV1805'REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15
 BV1805'FOR 13.68 KM (8.50 MI) TO A CROSSROAD, CONTINUE NORTHWEST ON HIGHWAY
 BV1805'15 FOR 1.45 KM (0.90 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV1805'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV1805'HEADWALL OF A CONCRETE BOX CULVERT, 6.1 M (20.0 FT) NORTHEAST OF THE
 BV1805'CENTER OF HIGHWAY 15, 0.09 M (0.3 FT) SOUTHEAST OF A CARSONITE WITNESS
 BV1805'POST AND IS ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1806 ***********************************************************************
 BV1806  DESIGNATION -  15 V 65
 BV1806  PID         -  BV1806
 BV1806  STATE/COUNTY-  MS/JONES
 BV1806  USGS QUAD   -  OVETT (1985)
 BV1806
 BV1806                         *CURRENT SURVEY CONTROL
 BV1806  ___________________________________________________________________
 BV1806* NAD 83(1986)-  31 28 38.     (N)    089 00 30.     (W)     SCALED    
 BV1806* NAVD 88     -        65.740  (meters)     215.68   (feet)  ADJUSTED  
 BV1806  ___________________________________________________________________
 BV1806  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BV1806  DYNAMIC HT  -          65.661 (meters)     215.42  (feet)  COMP
 BV1806  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 BV1806
 BV1806  VERT ORDER  -  SECOND    CLASS II
 BV1806
 BV1806.The horizontal coordinates were scaled from a topographic map and have
 BV1806.an estimated accuracy of +/- 6 seconds.
 BV1806
 BV1806.The orthometric height was determined by differential leveling
 BV1806.and adjusted in May 1996.
 BV1806
 BV1806.The geoid height was determined by GEOID03.
 BV1806
 BV1806.The dynamic height is computed by dividing the NAVD 88
 BV1806.geopotential number by the normal gravity value computed on the
 BV1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1806.degrees latitude (g = 980.6199 gals.).
 BV1806
 BV1806.The modeled gravity was interpolated from observed gravity values.
 BV1806
 BV1806;                    North         East    Units  Estimated Accuracy
 BV1806;SPC MS E     -   219,200.      283,370.      MT  (+/- 180 meters Scaled)
 BV1806
 BV1806                          SUPERSEDED SURVEY CONTROL
 BV1806
 BV1806.No superseded survey control is available for this station.
 BV1806
 BV1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV092842(NAD 83)
 BV1806_MARKER: DD = SURVEY DISK
 BV1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1806_SP_SET: CONCRETE POST
 BV1806_STAMPING: BM 15V 65 1987
 BV1806_MARK LOGO: MSHD  
 BV1806_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1806+STABILITY: SURFACE MOTION
 BV1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1806+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1806
 BV1806  HISTORY     - Date     Condition        Report By
 BV1806  HISTORY     - 1987     MONUMENTED       MSHD
 BV1806
 BV1806                          STATION DESCRIPTION
 BV1806
 BV1806'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1806'MARK IS LOCATED 15.61 KM (9.70 MI) NORTHWEST OF RICHTON NEAR THE
 BV1806'SOUTHWEST R.O.W. OF STATE HIGHWAY 15 JUST NORTH OF A CHURCH, 2.57 KM
 BV1806'(1.60 MI) EAST SOUTHEAST OF OVETT, 0.97 KM (0.60 MI) SOUTHEAST OF A
 BV1806'CROSSROAD IN THE SOUTHWEST CORNER OF SECTION 16, T6N, R10W.  TO REACH
 BV1806'FROM THE POST OFFICE IN RICHTON GO NORTH ON STATE HIGHWAY 15 FOR 16.9
 BV1806'KM (10.50 MI) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN THE
 BV1806'TOP OF A ROUND CONCRETE POST.  IT IS 16.76 M (55.0 FT) SOUTHWEST
 BV1806'CENTER HIGHWAY 15, 0.76 M (2.5 FT) NORTHWEST OF POWERLINE POLE NO 18,
 BV1806'0.30 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND PROJECTING 2 INCHES
 BV1806'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1807 ***********************************************************************
 BV1807  DESIGNATION -  15 V 66
 BV1807  PID         -  BV1807
 BV1807  STATE/COUNTY-  MS/JONES
 BV1807  USGS QUAD   -  OVETT (1985)
 BV1807
 BV1807                         *CURRENT SURVEY CONTROL
 BV1807  ___________________________________________________________________
 BV1807* NAD 83(1986)-  31 29 15.     (N)    089 01 00.     (W)     SCALED    
 BV1807* NAVD 88     -        60.495  (meters)     198.47   (feet)  ADJUSTED  
 BV1807  ___________________________________________________________________
 BV1807  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BV1807  DYNAMIC HT  -          60.422 (meters)     198.23  (feet)  COMP
 BV1807  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 BV1807
 BV1807  VERT ORDER  -  SECOND    CLASS II
 BV1807
 BV1807.The horizontal coordinates were scaled from a topographic map and have
 BV1807.an estimated accuracy of +/- 6 seconds.
 BV1807
 BV1807.The orthometric height was determined by differential leveling
 BV1807.and adjusted in May 1996.
 BV1807
 BV1807.The geoid height was determined by GEOID03.
 BV1807
 BV1807.The dynamic height is computed by dividing the NAVD 88
 BV1807.geopotential number by the normal gravity value computed on the
 BV1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1807.degrees latitude (g = 980.6199 gals.).
 BV1807
 BV1807.The modeled gravity was interpolated from observed gravity values.
 BV1807
 BV1807;                    North         East    Units  Estimated Accuracy
 BV1807;SPC MS E     -   220,340.      282,580.      MT  (+/- 180 meters Scaled)
 BV1807
 BV1807                          SUPERSEDED SURVEY CONTROL
 BV1807
 BV1807.No superseded survey control is available for this station.
 BV1807
 BV1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV084853(NAD 83)
 BV1807_MARKER: DD = SURVEY DISK
 BV1807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1807_SP_SET: HEADWALL
 BV1807_STAMPING: BM 15V 66 1987
 BV1807_MARK LOGO: MSHD  
 BV1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1807+STABILITY: SURFACE MOTION
 BV1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1807+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1807
 BV1807  HISTORY     - Date     Condition        Report By
 BV1807  HISTORY     - 1987     MONUMENTED       MSHD
 BV1807
 BV1807                          STATION DESCRIPTION
 BV1807
 BV1807'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1807'MARK IS LOCATED 17.06 KM (10.60 MI) NORTHWEST OF RICHTON IN A CULVERT,
 BV1807'1.61 KM (1.00 MI) EAST NORTHEAST OF OVETT IN SECTION 17, T6N, R10W.
 BV1807'TO REACH FROM THE POST OFFICE IN RICHTON GO NORTH ON STATE HIGHWAY 15
 BV1807'FOR 17.54 KM (10.90 MI) TO A CROSSROAD, CONTINUE NORTHWEST ON HIGHWAY
 BV1807'15 FOR 0.64 KM (0.40 MI) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV1807'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV1807'HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 6.09 M (20.0 FT) NORTHEAST
 BV1807'OF CENTER HIGHWAY 15, 0.30 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND
 BV1807'1.22 M (4.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1808 ***********************************************************************
 BV1808  DESIGNATION -  15 V 67
 BV1808  PID         -  BV1808
 BV1808  STATE/COUNTY-  MS/JONES
 BV1808  USGS QUAD   -  OVETT (1985)
 BV1808
 BV1808                         *CURRENT SURVEY CONTROL
 BV1808  ___________________________________________________________________
 BV1808* NAD 83(1986)-  31 29 56.     (N)    089 01 36.     (W)     SCALED    
 BV1808* NAVD 88     -        67.428  (meters)     221.22   (feet)  ADJUSTED  
 BV1808  ___________________________________________________________________
 BV1808  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BV1808  DYNAMIC HT  -          67.348 (meters)     220.96  (feet)  COMP
 BV1808  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 BV1808
 BV1808  VERT ORDER  -  SECOND    CLASS II
 BV1808
 BV1808.The horizontal coordinates were scaled from a topographic map and have
 BV1808.an estimated accuracy of +/- 6 seconds.
 BV1808
 BV1808.The orthometric height was determined by differential leveling
 BV1808.and adjusted in May 1996.
 BV1808
 BV1808.The geoid height was determined by GEOID03.
 BV1808
 BV1808.The dynamic height is computed by dividing the NAVD 88
 BV1808.geopotential number by the normal gravity value computed on the
 BV1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1808.degrees latitude (g = 980.6199 gals.).
 BV1808
 BV1808.The modeled gravity was interpolated from observed gravity values.
 BV1808
 BV1808;                    North         East    Units  Estimated Accuracy
 BV1808;SPC MS E     -   221,600.      281,630.      MT  (+/- 180 meters Scaled)
 BV1808
 BV1808                          SUPERSEDED SURVEY CONTROL
 BV1808
 BV1808.No superseded survey control is available for this station.
 BV1808
 BV1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV075866(NAD 83)
 BV1808_MARKER: DD = SURVEY DISK
 BV1808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1808_SP_SET: HEADWALL
 BV1808_STAMPING: BM 15V 67 1987
 BV1808_MARK LOGO: MSHD  
 BV1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1808+STABILITY: SURFACE MOTION
 BV1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1808+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1808
 BV1808  HISTORY     - Date     Condition        Report By
 BV1808  HISTORY     - 1987     MONUMENTED       MSHD
 BV1808
 BV1808                          STATION DESCRIPTION
 BV1808
 BV1808'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1808'MARK IS LOCATED 18.35 KM (11.40 MI) NORTHWEST OF RICHTON IN A CULVERT
 BV1808'UNDER A PAVED ROAD ON THE WEST SIDE OF STATE HIGHWAY 15, 2.09 KM
 BV1808'(1.30 MI) NORTHEAST OF OVETT IN SECTION 8, T6N, R10W.  TO REACH FROM
 BV1808'THE POST OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR 19.96 KM
 BV1808'(12.40 MI) TO A CROSSROAD AND THE MARK ON THE LEFT.  MARK IS A MSHD
 BV1808'DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF THE NORTHWEST
 BV1808'HEADWALL OF A 12X5 FT HEADWALL AROUND A 42 INCH CONCRETE PIPE, 44.80 M
 BV1808'(147.0 FT) SOUTHWEST CENTER HIGHWAY 15, 5.18 M (17.0 FT) NORTHWEST
 BV1808'CENTER PAVED ROAD, 0.15 M (0.5 FT) SOUTHWEST OF A WITNESS POST AND
 BV1808'0.30 M (1.0 FT) BELOW THE LEVEL OF SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1809 ***********************************************************************
 BV1809  DESIGNATION -  15 V 68
 BV1809  PID         -  BV1809
 BV1809  STATE/COUNTY-  MS/JONES
 BV1809  USGS QUAD   -  LANHAM (1982)
 BV1809
 BV1809                         *CURRENT SURVEY CONTROL
 BV1809  ___________________________________________________________________
 BV1809* NAD 83(1986)-  31 30 36.     (N)    089 01 55.     (W)     SCALED    
 BV1809* NAVD 88     -        75.211  (meters)     246.75   (feet)  ADJUSTED  
 BV1809  ___________________________________________________________________
 BV1809  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BV1809  DYNAMIC HT  -          75.121 (meters)     246.46  (feet)  COMP
 BV1809  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 BV1809
 BV1809  VERT ORDER  -  SECOND    CLASS II
 BV1809
 BV1809.The horizontal coordinates were scaled from a topographic map and have
 BV1809.an estimated accuracy of +/- 6 seconds.
 BV1809
 BV1809.The orthometric height was determined by differential leveling
 BV1809.and adjusted in May 1996.
 BV1809
 BV1809.The geoid height was determined by GEOID03.
 BV1809
 BV1809.The dynamic height is computed by dividing the NAVD 88
 BV1809.geopotential number by the normal gravity value computed on the
 BV1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1809.degrees latitude (g = 980.6199 gals.).
 BV1809
 BV1809.The modeled gravity was interpolated from observed gravity values.
 BV1809
 BV1809;                    North         East    Units  Estimated Accuracy
 BV1809;SPC MS E     -   222,840.      281,130.      MT  (+/- 180 meters Scaled)
 BV1809
 BV1809                          SUPERSEDED SURVEY CONTROL
 BV1809
 BV1809.No superseded survey control is available for this station.
 BV1809
 BV1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV070879(NAD 83)
 BV1809_MARKER: DD = SURVEY DISK
 BV1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1809_SP_SET: CONCRETE POST
 BV1809_STAMPING: BM 15V 68 1987
 BV1809_MARK LOGO: MSHD  
 BV1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1809+STABILITY: SURFACE MOTION
 BV1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1809+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 BV1809
 BV1809  HISTORY     - Date     Condition        Report By
 BV1809  HISTORY     - 1987     MONUMENTED       MSHD
 BV1809  HISTORY     - 20040313 GOOD             INDIV
 BV1809
 BV1809                          STATION DESCRIPTION
 BV1809
 BV1809'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1809'MARK IS LOCATED 19.79 KM (12.30 MI) NORTHWEST OF RICHTON, 22.85 KM
 BV1809'(14.20 MI) SOUTHEAST OF LAUREL, 3.54 KM (2.20 MI) NORTHEAST OF OVETT
 BV1809'BY A SMOKEY BEAR SIGN IN SECTION 5, T6N, R10W.  TO REACH FROM THE POST
 BV1809'OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR 19.96 KM
 BV1809'(12.40 MI) TO A CROSSROAD, CONTINUE NORTH ON HIGHWAY 15 FOR 1.61 KM
 BV1809'(1.00 MI) TO THE SIGN AND THE MARK ON THE RIGHT.  MARK IS A MSHD DISK
 BV1809'SET IN THE TOP OF A ROUND CONCRETE POST, 16.15 M (53.0 FT) EAST CENTER
 BV1809'HIGHWAY 15, 8.23 M (27.0 FT) SOUTHWEST OF A 18 INCH PINE TREE, 0.61 M
 BV1809'(2.0 FT) EAST OF AN 8 INCH ROUND WOOD SIGNPOST, 0.30 M (1.0 FT) WEST
 BV1809'OF A WITNESS POST, 0.90 M (3.0 FT) BELOW THE LEVEL OF HIGHWAY AND
 BV1809'FLUSH WITH THE GROUND.
 BV1809
 BV1809                          STATION RECOVERY (2004)
 BV1809
 BV1809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MMD)
 BV1809'DESCRIPTION IS ADEQUATE, EXCEPT THAT PINE TREE THAT IS NORTHEAST OF
 BV1809'THE BRENCH MARK IS NOW 29 INCH IN CIRCUMFRENCE.  AND THE WITNESS POST
 BV1809'HAS BEEN MOVE JUST EAST OF THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1810 ***********************************************************************
 BV1810  DESIGNATION -  15 V 69
 BV1810  PID         -  BV1810
 BV1810  STATE/COUNTY-  MS/JONES
 BV1810  USGS QUAD   -  LANHAM (1982)
 BV1810
 BV1810                         *CURRENT SURVEY CONTROL
 BV1810  ___________________________________________________________________
 BV1810* NAD 83(1986)-  31 31 39.     (N)    089 01 55.     (W)     SCALED    
 BV1810* NAVD 88     -        62.357  (meters)     204.58   (feet)  ADJUSTED  
 BV1810  ___________________________________________________________________
 BV1810  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BV1810  DYNAMIC HT  -          62.282 (meters)     204.34  (feet)  COMP
 BV1810  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 BV1810
 BV1810  VERT ORDER  -  SECOND    CLASS II
 BV1810
 BV1810.The horizontal coordinates were scaled from a topographic map and have
 BV1810.an estimated accuracy of +/- 6 seconds.
 BV1810
 BV1810.The orthometric height was determined by differential leveling
 BV1810.and adjusted in May 1996.
 BV1810
 BV1810.The geoid height was determined by GEOID03.
 BV1810
 BV1810.The dynamic height is computed by dividing the NAVD 88
 BV1810.geopotential number by the normal gravity value computed on the
 BV1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1810.degrees latitude (g = 980.6199 gals.).
 BV1810
 BV1810.The modeled gravity was interpolated from observed gravity values.
 BV1810
 BV1810;                    North         East    Units  Estimated Accuracy
 BV1810;SPC MS E     -   224,780.      281,140.      MT  (+/- 180 meters Scaled)
 BV1810
 BV1810                          SUPERSEDED SURVEY CONTROL
 BV1810
 BV1810.No superseded survey control is available for this station.
 BV1810
 BV1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV070898(NAD 83)
 BV1810_MARKER: DD = SURVEY DISK
 BV1810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1810_SP_SET: HEADWALL
 BV1810_STAMPING: BM 15V 69 1987
 BV1810_MARK LOGO: MSHD  
 BV1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1810+STABILITY: SURFACE MOTION
 BV1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1810+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1810
 BV1810  HISTORY     - Date     Condition        Report By
 BV1810  HISTORY     - 1987     MONUMENTED       MSHD
 BV1810
 BV1810                          STATION DESCRIPTION
 BV1810
 BV1810'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1810'MARK IS LOCATED 21.56 KM (13.40 MI) NORTHWEST OF RICHTON IN A BOX
 BV1810'CULVERT, 20.92 KM (13.00 MI) SOUTHEAST OF LAUREL, 5.15 KM (3.20 MI)
 BV1810'NORTH OF OVETT IN SECTION 31, T7N, R10W.  TO REACH FROM THE
 BV1810'INTERSECTION OF I-59 AND STATE HIGHWAY 15 AT LAUREL, GO SOUTH ON STATE
 BV1810'HIGHWAY 15 FOR 7.88 KM (4.90 MI) TO TUCKERS CROSSING, CONTINUE AHEAD
 BV1810'ON STATE HIGHWAY 15 FOR 12.87 KM (8.00 MI) TO A BOX CULVERT AND THE
 BV1810'MARK ON THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE POST OFFICE
 BV1810'IN RICHTON BY GOING NORTH ON STATE HIGHWAY 15 FOR 19.63 KM (12.20 MI)
 BV1810'TO A CROSSROAD, CONTINUE NORTH ON HIGHWAY 15 FOR 3.54 KM (2.20 MI) TO
 BV1810'THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BV1810'SOUTH END OF THE WEST HEADWALL OF A 15X8 FT CONCRETE BOX CULVERT,
 BV1810'13.11 M (43.0 FT) WEST CENTER HIGHWAY 15, 0.30 M (1.0 FT) NORTH OF A
 BV1810'WITNESS POST AND 0.30 M (1.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3017 ***********************************************************************
 BH3017  DESIGNATION -  15 V 7
 BH3017  PID         -  BH3017
 BH3017  STATE/COUNTY-  MS/HARRISON
 BH3017  USGS QUAD   -  BILOXI (1992)
 BH3017
 BH3017                         *CURRENT SURVEY CONTROL
 BH3017  ___________________________________________________________________
 BH3017* NAD 83(1986)-  30 28 35.     (N)    088 54 25.     (W)     SCALED    
 BH3017* NAVD 88     -         6.306  (meters)      20.69   (feet)  ADJUSTED  
 BH3017  ___________________________________________________________________
 BH3017  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH3017  DYNAMIC HT  -           6.298 (meters)      20.66  (feet)  COMP
 BH3017  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BH3017
 BH3017  VERT ORDER  -  SECOND    CLASS II
 BH3017
 BH3017.The horizontal coordinates were scaled from a topographic map and have
 BH3017.an estimated accuracy of +/- 6 seconds.
 BH3017
 BH3017.The orthometric height was determined by differential leveling
 BH3017.and adjusted in May 1996.
 BH3017
 BH3017.The geoid height was determined by GEOID03.
 BH3017
 BH3017.The dynamic height is computed by dividing the NAVD 88
 BH3017.geopotential number by the normal gravity value computed on the
 BH3017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3017.degrees latitude (g = 980.6199 gals.).
 BH3017
 BH3017.The modeled gravity was interpolated from observed gravity values.
 BH3017
 BH3017;                    North         East    Units  Estimated Accuracy
 BH3017;SPC MS E     -   108,230.      292,930.      MT  (+/- 180 meters Scaled)
 BH3017
 BH3017                          SUPERSEDED SURVEY CONTROL
 BH3017
 BH3017.No superseded survey control is available for this station.
 BH3017
 BH3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU169731(NAD 83)
 BH3017_MARKER: DD = SURVEY DISK
 BH3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3017_SP_SET: CONCRETE POST
 BH3017_STAMPING: BM 15V 7 1986
 BH3017_MARK LOGO: MSHD  
 BH3017_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3017+STABILITY: SURFACE MOTION
 BH3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3017+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3017
 BH3017  HISTORY     - Date     Condition        Report By
 BH3017  HISTORY     - 1986     MONUMENTED       MSHD
 BH3017
 BH3017                          STATION DESCRIPTION
 BH3017
 BH3017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3017'MARK IS LOCATED 4.83 KM (3.00 MI) NORTH OF DIBERVILLE ON THE WEST
 BH3017'R.O.W. OF STATE HIGHWAY 15, 1.77 KM (1.10 MI) SOUTH OF THE CROSSING OF
 BH3017'STATE HIGHWAY 15 AND LAMEY BRIDGE ROAD IN SECTION 32, T6S, R9W.  TO
 BH3017'REACH FROM THE I-110 AND I-10 INTERCHANGE BRIDGE IN DIBERVILLE, GO
 BH3017'NORTH ON HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO JUNCTION OF
 BH3017'HIGHWAYS 15 AND 67, TURN RIGHT NORTH ON HIGHWAY 15 AND GO 1.28 KM
 BH3017'(0.80 MI) TO THE MARK ON THE LEFT.  IT IS 18.44 M (60.5 FT) WEST OF
 BH3017'CENTER HIGHWAY 15, 0.60 M (2.0 FT) SOUTH OF POLE NUMBER 13, 0.30 M
 BH3017'(1.0 FT) EAST OF A FENCE, 0.30 M (1.0 FT) EAST OF A CARSONITE WITNESS
 BH3017'POST AND ABOUT 0.76 M (2.5 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1811 ***********************************************************************
 BV1811  DESIGNATION -  15 V 70
 BV1811  PID         -  BV1811
 BV1811  STATE/COUNTY-  MS/JONES
 BV1811  USGS QUAD   -  LANHAM (1982)
 BV1811
 BV1811                         *CURRENT SURVEY CONTROL
 BV1811  ___________________________________________________________________
 BV1811* NAD 83(1986)-  31 32 16.     (N)    089 02 32.     (W)     SCALED    
 BV1811* NAVD 88     -        56.933  (meters)     186.79   (feet)  ADJUSTED  
 BV1811  ___________________________________________________________________
 BV1811  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV1811  DYNAMIC HT  -          56.865 (meters)     186.56  (feet)  COMP
 BV1811  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BV1811
 BV1811  VERT ORDER  -  SECOND    CLASS II
 BV1811
 BV1811.The horizontal coordinates were scaled from a topographic map and have
 BV1811.an estimated accuracy of +/- 6 seconds.
 BV1811
 BV1811.The orthometric height was determined by differential leveling
 BV1811.and adjusted in May 1996.
 BV1811
 BV1811.The geoid height was determined by GEOID03.
 BV1811
 BV1811.The dynamic height is computed by dividing the NAVD 88
 BV1811.geopotential number by the normal gravity value computed on the
 BV1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1811.degrees latitude (g = 980.6199 gals.).
 BV1811
 BV1811.The modeled gravity was interpolated from observed gravity values.
 BV1811
 BV1811;                    North         East    Units  Estimated Accuracy
 BV1811;SPC MS E     -   225,920.      280,160.      MT  (+/- 180 meters Scaled)
 BV1811
 BV1811                          SUPERSEDED SURVEY CONTROL
 BV1811
 BV1811.No superseded survey control is available for this station.
 BV1811
 BV1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV061910(NAD 83)
 BV1811_MARKER: DD = SURVEY DISK
 BV1811_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1811_SP_SET: HEADWALL
 BV1811_STAMPING: BM 15V 70 1987
 BV1811_MARK LOGO: MSHD  
 BV1811_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1811+STABILITY: SURFACE MOTION
 BV1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1811+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1811
 BV1811  HISTORY     - Date     Condition        Report By
 BV1811  HISTORY     - 1987     MONUMENTED       MSHD
 BV1811
 BV1811                          STATION DESCRIPTION
 BV1811
 BV1811'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1811'MARK IS LOCATED 23.33 KM (14.50 MI) NORTHWEST OF RIGHTON IN A BOX
 BV1811'CULVERT, 19.3 KM (12.00 MI) SOUTHEAST OF LAUREL IN SECTION 25, T7N,
 BV1811'R11W.  TO REACH FROM THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL,
 BV1811'GO SOUTH ON STATE HIGHWAY 15 FOR 17.22 KM (10.70 MI) TO THE JUNCTION
 BV1811'OF OLD HIGHWAY 15 CONTINUE SOUTH ON HIGHWAY 15 FOR 1.77 KM (1.10 MI)
 BV1811'TO THE CULVERT AND THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A
 BV1811'DRILL HOLE IN THE NORTH AND OF THE EAST HEADWALL OF A 13X8 FT BOX
 BV1811'CULVERT, 13.41 M (44.0 FT) EAST CENTER HIGHWAY 15, 0.30 M (1.0 FT)
 BV1811'SOUTH OF A WITNESS POST AND 0.30 M (1.0 FT) BELOW THE LEVEL OF
 BV1811'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1812 ***********************************************************************
 BV1812  DESIGNATION -  15 V 71
 BV1812  PID         -  BV1812
 BV1812  STATE/COUNTY-  MS/JONES
 BV1812  USGS QUAD   -  LANHAM (1982)
 BV1812
 BV1812                         *CURRENT SURVEY CONTROL
 BV1812  ___________________________________________________________________
 BV1812* NAD 83(1986)-  31 32 55.     (N)    089 03 30.     (W)     SCALED    
 BV1812* NAVD 88     -        69.046  (meters)     226.53   (feet)  ADJUSTED  
 BV1812  ___________________________________________________________________
 BV1812  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BV1812  DYNAMIC HT  -          68.964 (meters)     226.26  (feet)  COMP
 BV1812  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 BV1812
 BV1812  VERT ORDER  -  SECOND    CLASS II
 BV1812
 BV1812.The horizontal coordinates were scaled from a topographic map and have
 BV1812.an estimated accuracy of +/- 6 seconds.
 BV1812
 BV1812.The orthometric height was determined by differential leveling
 BV1812.and adjusted in May 1996.
 BV1812
 BV1812.The geoid height was determined by GEOID03.
 BV1812
 BV1812.The dynamic height is computed by dividing the NAVD 88
 BV1812.geopotential number by the normal gravity value computed on the
 BV1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1812.degrees latitude (g = 980.6199 gals.).
 BV1812
 BV1812.The modeled gravity was interpolated from observed gravity values.
 BV1812
 BV1812;                    North         East    Units  Estimated Accuracy
 BV1812;SPC MS E     -   227,120.      278,640.      MT  (+/- 180 meters Scaled)
 BV1812
 BV1812                          SUPERSEDED SURVEY CONTROL
 BV1812
 BV1812.No superseded survey control is available for this station.
 BV1812
 BV1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV046922(NAD 83)
 BV1812_MARKER: DD = SURVEY DISK
 BV1812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1812_SP_SET: HEADWALL
 BV1812_STAMPING: BM 15V 71 1987
 BV1812_MARK LOGO: MSHD  
 BV1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1812+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1812
 BV1812  HISTORY     - Date     Condition        Report By
 BV1812  HISTORY     - 1987     MONUMENTED       MSHD
 BV1812
 BV1812                          STATION DESCRIPTION
 BV1812
 BV1812'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1812'MARK IS LOCATED 17.7 KM (11.00 MI) SOUTHEAST OF LAUREL IN SECTION 25,
 BV1812'T7N, R11W.  TO REACH FROM THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN
 BV1812'LAUREL, GO SOUTH ON STATE HIGHWAY 15 FOR 17.22 KM (10.70 MI) TO THE
 BV1812'JUNCTION OF OLD HIGHWAY 15, CONTINUE SOUTH ON HIGHWAY 15 FOR 0.16 KM
 BV1812'(0.10 MI) TO THE MARK ON THE RIGHT. MARK IS A MSHD DISK SET IN A DRILL
 BV1812'HOLE IN THE SOUTH END OF THE WEST HEADWALL OF AROUND 24 INCH CONCRETE
 BV1812'PIPE CULVERT UNDER HIGHWAY 15, 12.19 M (40.0 FT) WEST CENTER HIGHWAY
 BV1812'15, 0.15 M (0.5 FT) NORTH OF A WITNESS POST AND 3.66 M (12.0 FT) BELOW
 BV1812'THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1813 ***********************************************************************
 BV1813  DESIGNATION -  15 V 72
 BV1813  PID         -  BV1813
 BV1813  STATE/COUNTY-  MS/JONES
 BV1813  USGS QUAD   -  LANHAM (1982)
 BV1813
 BV1813                         *CURRENT SURVEY CONTROL
 BV1813  ___________________________________________________________________
 BV1813* NAD 83(1986)-  31 33 54.     (N)    089 03 18.     (W)     SCALED    
 BV1813* NAVD 88     -        71.701  (meters)     235.24   (feet)  ADJUSTED  
 BV1813  ___________________________________________________________________
 BV1813  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BV1813  DYNAMIC HT  -          71.616 (meters)     234.96  (feet)  COMP
 BV1813  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 BV1813
 BV1813  VERT ORDER  -  SECOND    CLASS II
 BV1813
 BV1813.The horizontal coordinates were scaled from a topographic map and have
 BV1813.an estimated accuracy of +/- 6 seconds.
 BV1813
 BV1813.The orthometric height was determined by differential leveling
 BV1813.and adjusted in May 1996.
 BV1813
 BV1813.The geoid height was determined by GEOID03.
 BV1813
 BV1813.The dynamic height is computed by dividing the NAVD 88
 BV1813.geopotential number by the normal gravity value computed on the
 BV1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1813.degrees latitude (g = 980.6199 gals.).
 BV1813
 BV1813.The modeled gravity was interpolated from observed gravity values.
 BV1813
 BV1813;                    North         East    Units  Estimated Accuracy
 BV1813;SPC MS E     -   228,940.      278,960.      MT  (+/- 180 meters Scaled)
 BV1813
 BV1813                          SUPERSEDED SURVEY CONTROL
 BV1813
 BV1813.No superseded survey control is available for this station.
 BV1813
 BV1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV049940(NAD 83)
 BV1813_MARKER: DD = SURVEY DISK
 BV1813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1813_SP_SET: HEADWALL
 BV1813_STAMPING: BM 15V 72 1987
 BV1813_MARK LOGO: MSHD  
 BV1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1813+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1813
 BV1813  HISTORY     - Date     Condition        Report By
 BV1813  HISTORY     - 1987     MONUMENTED       MSHD
 BV1813
 BV1813                          STATION DESCRIPTION
 BV1813
 BV1813'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1813'MARK IS LOCATED 16.41 KM (10.20 MI) SOUTHEAST OF LAUREL , 1.29 KM
 BV1813'(0.80 MI) NORTH OF OLD HIGHWAY 15 IN SECTION 24, T7N, R11W.  TO REACH
 BV1813'FROM THE I-59 BRIDGE OVER STATE HIGWHAY 15 IN LAUREL, GO SOUTH ON
 BV1813'STATE HIGHWAY 15 FOR 12.87 KM (8.00 MI) TO A SIDE ROAD LEFT JUST
 BV1813'BEYOND A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY 15 FOR 3.06 KM
 BV1813'(1.90 MI) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL
 BV1813'HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 24 INCH CONCRETE PIPE
 BV1813'CULVERT.  IT IS 5.79 M (19.0 FT) EAST CENTER HIGHWAY 15 AND 0.90 M
 BV1813'(3.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1814 ***********************************************************************
 BV1814  DESIGNATION -  15 V 73
 BV1814  PID         -  BV1814
 BV1814  STATE/COUNTY-  MS/JONES
 BV1814  USGS QUAD   -  LANHAM (1982)
 BV1814
 BV1814                         *CURRENT SURVEY CONTROL
 BV1814  ___________________________________________________________________
 BV1814* NAD 83(1986)-  31 34 41.     (N)    089 03 35.     (W)     SCALED    
 BV1814* NAVD 88     -        64.085  (meters)     210.25   (feet)  ADJUSTED  
 BV1814  ___________________________________________________________________
 BV1814  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BV1814  DYNAMIC HT  -          64.009 (meters)     210.00  (feet)  COMP
 BV1814  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 BV1814
 BV1814  VERT ORDER  -  SECOND    CLASS II
 BV1814
 BV1814.The horizontal coordinates were scaled from a topographic map and have
 BV1814.an estimated accuracy of +/- 6 seconds.
 BV1814
 BV1814.The orthometric height was determined by differential leveling
 BV1814.and adjusted in May 1996.
 BV1814
 BV1814.The geoid height was determined by GEOID03.
 BV1814
 BV1814.The dynamic height is computed by dividing the NAVD 88
 BV1814.geopotential number by the normal gravity value computed on the
 BV1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1814.degrees latitude (g = 980.6199 gals.).
 BV1814
 BV1814.The modeled gravity was interpolated from observed gravity values.
 BV1814
 BV1814;                    North         East    Units  Estimated Accuracy
 BV1814;SPC MS E     -   230,390.      278,510.      MT  (+/- 180 meters Scaled)
 BV1814
 BV1814                          SUPERSEDED SURVEY CONTROL
 BV1814
 BV1814.No superseded survey control is available for this station.
 BV1814
 BV1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV045955(NAD 83)
 BV1814_MARKER: DT = TOPOGRAPHIC STATION DISK
 BV1814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1814_SP_SET: HEADWALL
 BV1814_STAMPING: BM 15V 73 1987
 BV1814_MARK LOGO: MSHD  
 BV1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1814+STABILITY: SURFACE MOTION
 BV1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1814+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1814
 BV1814  HISTORY     - Date     Condition        Report By
 BV1814  HISTORY     - 1987     MONUMENTED       MSHD
 BV1814
 BV1814                          STATION DESCRIPTION
 BV1814
 BV1814'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1814'MARK IS LOCATED 14.97 KM (9.30 MI) SOUTHEAST OF LAUREL, 2.9 KM
 BV1814'(1.80 MI) NORTH OF OLD HIGHWAY 15 IN SECTION 13, T7N, R11W.  TO REACH
 BV1814'FROM THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL, GO SOUTH ON
 BV1814'STATE HIGHWAY 15 FOR 12.87 KM (8.00 MI) TO A SIDE ROAD LEFT JUST
 BV1814'BEYOND A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY 15 FOR 1.45 KM
 BV1814'(0.90 MI) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL
 BV1814'HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 36 INCH CONCRETE PIPE
 BV1814'CULVET.  IT IS 5.79 M (19.0 FT) WEST OF THE CENTER OF HIGHWWAY 15,
 BV1814'0.15 M (0.5 FT) NORTH OF A WITNESS POST AND 0.90 M (3.0 FT) BELOW THE
 BV1814'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1815 ***********************************************************************
 BV1815  DESIGNATION -  15 V 74
 BV1815  PID         -  BV1815
 BV1815  STATE/COUNTY-  MS/JONES
 BV1815  USGS QUAD   -  LANHAM (1982)
 BV1815
 BV1815                         *CURRENT SURVEY CONTROL
 BV1815  ___________________________________________________________________
 BV1815* NAD 83(1986)-  31 35 41.     (N)    089 03 45.     (W)     SCALED    
 BV1815* NAVD 88     -        67.332  (meters)     220.91   (feet)  ADJUSTED  
 BV1815  ___________________________________________________________________
 BV1815  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BV1815  DYNAMIC HT  -          67.252 (meters)     220.64  (feet)  COMP
 BV1815  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 BV1815
 BV1815  VERT ORDER  -  SECOND    CLASS II
 BV1815
 BV1815.The horizontal coordinates were scaled from a topographic map and have
 BV1815.an estimated accuracy of +/- 6 seconds.
 BV1815
 BV1815.The orthometric height was determined by differential leveling
 BV1815.and adjusted in May 1996.
 BV1815
 BV1815.The geoid height was determined by GEOID03.
 BV1815
 BV1815.The dynamic height is computed by dividing the NAVD 88
 BV1815.geopotential number by the normal gravity value computed on the
 BV1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1815.degrees latitude (g = 980.6199 gals.).
 BV1815
 BV1815.The modeled gravity was interpolated from observed gravity values.
 BV1815
 BV1815;                    North         East    Units  Estimated Accuracy
 BV1815;SPC MS E     -   232,240.      278,250.      MT  (+/- 180 meters Scaled)
 BV1815
 BV1815                          SUPERSEDED SURVEY CONTROL
 BV1815
 BV1815.No superseded survey control is available for this station.
 BV1815
 BV1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV043973(NAD 83)
 BV1815_MARKER: DD = SURVEY DISK
 BV1815_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1815_SP_SET: HEADWALL
 BV1815_STAMPING: BM 15 V 74 1987
 BV1815_MARK LOGO: MSHD  
 BV1815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BV1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1815+STABILITY: SURFACE MOTION
 BV1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1815+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1815
 BV1815  HISTORY     - Date     Condition        Report By
 BV1815  HISTORY     - 1987     MONUMENTED       MSHD
 BV1815
 BV1815                          STATION DESCRIPTION
 BV1815
 BV1815'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1815'MARK IS LOCATED 13.52 KM (8.40 MI) SOUTHEAST OF LAUREL, 0.16 KM
 BV1815'(0.10 MI) NORTH OF AN OFF SET CROSSROAD IN THE NORTHEAST CORNER OF
 BV1815'SECTION 11, T7N, R11W.  TO REACH FROM THE I-59 BRIDGE OVER STATE
 BV1815'HIGHWAY 15 IN LAUREL, GO SOUTH ON STATE HIGHWAY 15 FOR 7.88 KM
 BV1815'(4.90 MI) TO TUCKERS CROSSING, CONTINUE SOUTHEAST ON HIGHWAY 15 FOR
 BV1815'4.82 KM (3.00 MI) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN
 BV1815'A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 30 INCH
 BV1815'CONCRETE PIPE, 5.49 M (18.0 FT) EAST CENTER HIGHWAY 15, 0.15 M
 BV1815'(0.5 FT) SOUTH OF A WITNESS POST AND 0.60 M (2.0 FT) BELOW THE LEVEL
 BV1815'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1816 ***********************************************************************
 BV1816  DESIGNATION -  15 V 75
 BV1816  PID         -  BV1816
 BV1816  STATE/COUNTY-  MS/JONES
 BV1816  USGS QUAD   -  LANHAM (1982)
 BV1816
 BV1816                         *CURRENT SURVEY CONTROL
 BV1816  ___________________________________________________________________
 BV1816* NAD 83(1986)-  31 36 23.     (N)    089 04 20.     (W)     SCALED    
 BV1816* NAVD 88     -        60.556  (meters)     198.67   (feet)  ADJUSTED  
 BV1816  ___________________________________________________________________
 BV1816  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BV1816  DYNAMIC HT  -          60.485 (meters)     198.44  (feet)  COMP
 BV1816  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 BV1816
 BV1816  VERT ORDER  -  SECOND    CLASS II
 BV1816
 BV1816.The horizontal coordinates were scaled from a topographic map and have
 BV1816.an estimated accuracy of +/- 6 seconds.
 BV1816
 BV1816.The orthometric height was determined by differential leveling
 BV1816.and adjusted in May 1996.
 BV1816
 BV1816.The geoid height was determined by GEOID03.
 BV1816
 BV1816.The dynamic height is computed by dividing the NAVD 88
 BV1816.geopotential number by the normal gravity value computed on the
 BV1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1816.degrees latitude (g = 980.6199 gals.).
 BV1816
 BV1816.The modeled gravity was interpolated from observed gravity values.
 BV1816
 BV1816;                    North         East    Units  Estimated Accuracy
 BV1816;SPC MS E     -   233,530.      277,330.      MT  (+/- 180 meters Scaled)
 BV1816
 BV1816                          SUPERSEDED SURVEY CONTROL
 BV1816
 BV1816.No superseded survey control is available for this station.
 BV1816
 BV1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV034986(NAD 83)
 BV1816_MARKER: DD = SURVEY DISK
 BV1816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1816_SP_SET: BRIDGE ABUTMENT
 BV1816_STAMPING: BM 15V 75 1987
 BV1816_MARK LOGO: MSHD  
 BV1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1816+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1816
 BV1816  HISTORY     - Date     Condition        Report By
 BV1816  HISTORY     - 1987     MONUMENTED       MSHD
 BV1816
 BV1816                          STATION DESCRIPTION
 BV1816
 BV1816'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1816'MARK IS LOCATED 11.59 KM (7.20 MI) SOUTHEAST OF LAUREL IN A CONCRETE
 BV1816'BRIDGE IN SECTION 2, T7N, R11W.  TO REACH FROM THE I-59 BRIDGE OVER
 BV1816'STATE HIGHWAY 15 IN LAUREL, GO SOUTH ON STATE HIGHWAY 15 FOR 7.88 KM
 BV1816'(4.90 MI) TO TUCKERS CROSSING, CONTINUE SOUTHEAST ON HIGHWAY 15 FOR
 BV1816'2.8 KM (1.75 MI) TO THE BRIDGE AND THE MARK ON THE RIGHT.  MARK IS SET
 BV1816'IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 BV1816'CONCRETE BRIDGE.  IT IS 4.57 M (15.0 FT) SOUTHWEST OF THE CENTER OF
 BV1816'HIGHWAY 15 AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1817 ***********************************************************************
 BV1817  DESIGNATION -  15 V 76
 BV1817  PID         -  BV1817
 BV1817  STATE/COUNTY-  MS/JONES
 BV1817  USGS QUAD   -  LANHAM (1982)
 BV1817
 BV1817                         *CURRENT SURVEY CONTROL
 BV1817  ___________________________________________________________________
 BV1817* NAD 83(1986)-  31 37 13.     (N)    089 05 05.     (W)     SCALED    
 BV1817* NAVD 88     -        59.526  (meters)     195.29   (feet)  ADJUSTED  
 BV1817  ___________________________________________________________________
 BV1817  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BV1817  DYNAMIC HT  -          59.456 (meters)     195.07  (feet)  COMP
 BV1817  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BV1817
 BV1817  VERT ORDER  -  SECOND    CLASS II
 BV1817
 BV1817.The horizontal coordinates were scaled from a topographic map and have
 BV1817.an estimated accuracy of +/- 6 seconds.
 BV1817
 BV1817.The orthometric height was determined by differential leveling
 BV1817.and adjusted in May 1996.
 BV1817
 BV1817.The geoid height was determined by GEOID03.
 BV1817
 BV1817.The dynamic height is computed by dividing the NAVD 88
 BV1817.geopotential number by the normal gravity value computed on the
 BV1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1817.degrees latitude (g = 980.6199 gals.).
 BV1817
 BV1817.The modeled gravity was interpolated from observed gravity values.
 BV1817
 BV1817;                    North         East    Units  Estimated Accuracy
 BV1817;SPC MS E     -   235,070.      276,150.      MT  (+/- 180 meters Scaled)
 BV1817
 BV1817                          SUPERSEDED SURVEY CONTROL
 BV1817
 BV1817.No superseded survey control is available for this station.
 BV1817
 BV1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA022002(NAD 83)
 BV1817_MARKER: DD = SURVEY DISK
 BV1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1817_SP_SET: CONCRETE POST
 BV1817_STAMPING: BM 15V 76 1987
 BV1817_MARK LOGO: MSHD  
 BV1817_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1817+STABILITY: SURFACE MOTION
 BV1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1817+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1817
 BV1817  HISTORY     - Date     Condition        Report By
 BV1817  HISTORY     - 1987     MONUMENTED       MSHD
 BV1817
 BV1817                          STATION DESCRIPTION
 BV1817
 BV1817'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1817'MARK IS LOCATED 9.82 KM (6.10 MI) SOUTHEAST OF LAUREL ON THE NORTHEAST
 BV1817'R.O.W. OF STATE HIGHWAY 15 IN SECTION 34, T8N, R11W.  TO REACH FROM
 BV1817'THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL, GO SOUTH ON STATE
 BV1817'HIGHWAY 15 FOR 7.88 KM (4.90 MI) TO TUCKERS CROSSING, CONTINUE
 BV1817'SOUTHEAST ON HIGHWAY 15 FOR 1.13 KM (0.70 MI) TO THE MARK ON THE LEFT.
 BV1817'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 BV1817'WITH THE GROUND.  IT IS 15.24 M (50.0 FT) EAST CENTER HIGHWAY 15, 0.60
 BV1817'M (2.0 FT) SOUTHEAST OF A METAL CORNER FENCE POST, 0.30 M (1.0 FT)
 BV1817'NORTH OF A WITNESS POST AND ABOUT LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1818 ***********************************************************************
 BV1818  DESIGNATION -  15 V 77
 BV1818  PID         -  BV1818
 BV1818  STATE/COUNTY-  MS/JONES
 BV1818  USGS QUAD   -  LAUREL EAST (1982)
 BV1818
 BV1818                         *CURRENT SURVEY CONTROL
 BV1818  ___________________________________________________________________
 BV1818* NAD 83(1986)-  31 37 56.     (N)    089 05 25.     (W)     SCALED    
 BV1818* NAVD 88     -        69.795  (meters)     228.99   (feet)  ADJUSTED  
 BV1818  ___________________________________________________________________
 BV1818  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BV1818  DYNAMIC HT  -          69.712 (meters)     228.71  (feet)  COMP
 BV1818  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 BV1818
 BV1818  VERT ORDER  -  SECOND    CLASS II
 BV1818
 BV1818.The horizontal coordinates were scaled from a topographic map and have
 BV1818.an estimated accuracy of +/- 6 seconds.
 BV1818
 BV1818.The orthometric height was determined by differential leveling
 BV1818.and adjusted in May 1996.
 BV1818
 BV1818.The geoid height was determined by GEOID03.
 BV1818
 BV1818.The dynamic height is computed by dividing the NAVD 88
 BV1818.geopotential number by the normal gravity value computed on the
 BV1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1818.degrees latitude (g = 980.6199 gals.).
 BV1818
 BV1818.The modeled gravity was interpolated from observed gravity values.
 BV1818
 BV1818;                    North         East    Units  Estimated Accuracy
 BV1818;SPC MS E     -   236,400.      275,630.      MT  (+/- 180 meters Scaled)
 BV1818
 BV1818                          SUPERSEDED SURVEY CONTROL
 BV1818
 BV1818.No superseded survey control is available for this station.
 BV1818
 BV1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA017015(NAD 83)
 BV1818_MARKER: DD = SURVEY DISK
 BV1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1818_SP_SET: CONCRETE POST
 BV1818_STAMPING: BM 15V 77 1987
 BV1818_MARK LOGO: MSHD  
 BV1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1818+STABILITY: SURFACE MOTION
 BV1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1818+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1818
 BV1818  HISTORY     - Date     Condition        Report By
 BV1818  HISTORY     - 1987     MONUMENTED       MSHD
 BV1818
 BV1818                          STATION DESCRIPTION
 BV1818
 BV1818'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1818'MARK IS LOCATED 8.2 KM (5.10 MI) SOUTHEAST OF LAUREL ON THE NORTHEAST
 BV1818'R.O.W. OF STATE HIGHWAY 15, 0.48 KM (0.30 MI) NORTHWEST OF TUCKERS
 BV1818'CROSSING IN SECTION 27, T8N, R11W.  TO REACH FROM THE I-59 BRIDGE OVER
 BV1818'STATE HIGHWAY 15 GO SOUTH ON STATE HIGHWAY 15 FOR 4.99 KM (3.10 MI) TO
 BV1818'A CROSSROAD, CONTINUE SOUTHEAST ON HIGHWAY 15 FOR 2.41 KM (1.50 MI) TO
 BV1818'THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND
 BV1818'CONCRETE POST.  IT IS 15.24 M (50.0 FT) NORTH EAST CENTER OF HIGHWAY
 BV1818'15, 8.84 M (29.0 FT) NORTHWEST CENTER DIRT ROAD, 5.49 M (18.0 FT)
 BV1818'SOUTHEAST OF A POWERLINE POLE, 0.30 M (1.0 FT) NORTHWEST OF A WITNESS
 BV1818'POST, 0.60 M (2.0 FT) BELOW THE LEVEL OF HIGHWAY AND FLUSH WITH THE
 BV1818'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1819 ***********************************************************************
 BV1819  DESIGNATION -  15 V 78
 BV1819  PID         -  BV1819
 BV1819  STATE/COUNTY-  MS/JONES
 BV1819  USGS QUAD   -  LAUREL EAST (1982)
 BV1819
 BV1819                         *CURRENT SURVEY CONTROL
 BV1819  ___________________________________________________________________
 BV1819* NAD 83(1986)-  31 38 43.     (N)    089 05 55.     (W)     SCALED    
 BV1819* NAVD 88     -        68.909  (meters)     226.08   (feet)  ADJUSTED  
 BV1819  ___________________________________________________________________
 BV1819  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BV1819  DYNAMIC HT  -          68.828 (meters)     225.81  (feet)  COMP
 BV1819  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 BV1819
 BV1819  VERT ORDER  -  SECOND    CLASS II
 BV1819
 BV1819.The horizontal coordinates were scaled from a topographic map and have
 BV1819.an estimated accuracy of +/- 6 seconds.
 BV1819
 BV1819.The orthometric height was determined by differential leveling
 BV1819.and adjusted in May 1996.
 BV1819
 BV1819.The geoid height was determined by GEOID03.
 BV1819
 BV1819.The dynamic height is computed by dividing the NAVD 88
 BV1819.geopotential number by the normal gravity value computed on the
 BV1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1819.degrees latitude (g = 980.6199 gals.).
 BV1819
 BV1819.The modeled gravity was interpolated from observed gravity values.
 BV1819
 BV1819;                    North         East    Units  Estimated Accuracy
 BV1819;SPC MS E     -   237,850.      274,840.      MT  (+/- 180 meters Scaled)
 BV1819
 BV1819                          SUPERSEDED SURVEY CONTROL
 BV1819
 BV1819.No superseded survey control is available for this station.
 BV1819
 BV1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA009030(NAD 83)
 BV1819_MARKER: DD = SURVEY DISK
 BV1819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1819_SP_SET: BRIDGE ABUTMENT
 BV1819_STAMPING: BM 15V 78 1987
 BV1819_MARK LOGO: MSHD  
 BV1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1819+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1819
 BV1819  HISTORY     - Date     Condition        Report By
 BV1819  HISTORY     - 1987     MONUMENTED       MSHD
 BV1819  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1819
 BV1819                          STATION DESCRIPTION
 BV1819
 BV1819'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1819'MARK IS LOCATED 6.6 KM (4.10 MI) SOUTHEAST OF LAUREL IN A BRIDGE, 2.09
 BV1819'KM (1.30 MI) NORTHWEST OF TUCKERS CROSSING IN SECTION 21, T8N, R11W.
 BV1819'TO REACH FROM THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL, GO
 BV1819'SOUTH ON STATE HIGHWAY 15 FOR 4.99 KM (3.10 MI) TO A CROSSROAD,
 BV1819'CONTINUE SOUTHEAST ON HIGHWAY 15 FOR 0.8 KM (0.50 MI) TO THE BRIDGE
 BV1819'AND THE MARK ON THE RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN
 BV1819'THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE.  IT
 BV1819'IS 8.53 M (28.0 FT) NORTHWEST OF THE CENTER OF A PAVED DRIVE, 4.88 M
 BV1819'(16.0 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 15 AND ABOUT 0.15 M
 BV1819'(0.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BV1819
 BV1819                          STATION RECOVERY (2008)
 BV1819
 BV1819'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1819'THE BRIDGE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1820 ***********************************************************************
 BV1820  DESIGNATION -  15 V 79
 BV1820  PID         -  BV1820
 BV1820  STATE/COUNTY-  MS/JONES
 BV1820  USGS QUAD   -  LAUREL EAST (1982)
 BV1820
 BV1820                         *CURRENT SURVEY CONTROL
 BV1820  ___________________________________________________________________
 BV1820* NAD 83(1986)-  31 39 24.     (N)    089 06 25.     (W)     SCALED    
 BV1820* NAVD 88     -        75.521  (meters)     247.77   (feet)  ADJUSTED  
 BV1820  ___________________________________________________________________
 BV1820  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BV1820  DYNAMIC HT  -          75.432 (meters)     247.48  (feet)  COMP
 BV1820  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 BV1820
 BV1820  VERT ORDER  -  SECOND    CLASS II
 BV1820
 BV1820.The horizontal coordinates were scaled from a topographic map and have
 BV1820.an estimated accuracy of +/- 6 seconds.
 BV1820
 BV1820.The orthometric height was determined by differential leveling
 BV1820.and adjusted in May 1996.
 BV1820
 BV1820.The geoid height was determined by GEOID03.
 BV1820
 BV1820.The dynamic height is computed by dividing the NAVD 88
 BV1820.geopotential number by the normal gravity value computed on the
 BV1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1820.degrees latitude (g = 980.6199 gals.).
 BV1820
 BV1820.The modeled gravity was interpolated from observed gravity values.
 BV1820
 BV1820;                    North         East    Units  Estimated Accuracy
 BV1820;SPC MS E     -   239,110.      274,050.      MT  (+/- 180 meters Scaled)
 BV1820
 BV1820                          SUPERSEDED SURVEY CONTROL
 BV1820
 BV1820.No superseded survey control is available for this station.
 BV1820
 BV1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA002043(NAD 83)
 BV1820_MARKER: DD = SURVEY DISK
 BV1820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1820_SP_SET: HEADWALL
 BV1820_STAMPING: BM 15V 79 1987
 BV1820_MARK LOGO: MSHD  
 BV1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1820+STABILITY: SURFACE MOTION
 BV1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1820+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BV1820
 BV1820  HISTORY     - Date     Condition        Report By
 BV1820  HISTORY     - 1987     MONUMENTED       MSHD
 BV1820  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1820
 BV1820                          STATION DESCRIPTION
 BV1820
 BV1820'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1820'MARK IS LOCATED 5.63 KM (3.50 MI) SOUTHEAST LAUREL IN SECTION 21, T8N,
 BV1820'R11W.  TO REACH FROM THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL,
 BV1820'GO SOUTH ON STATE HIGHWAY 15 FOR 4.50 KM (2.80 MI) TO A CROSSROAD,
 BV1820'CONTINUE AHEAD 0.16 KM (0.10 MI) TO THE LEFT.  MARK IS A MSHD DISK SET
 BV1820'IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 BV1820'BOX CULVERT.  IT IS 6.40 M (21.0 FT) NORTHEAST CENTER HIGHWAY 15, 0.30
 BV1820'M (1.0 FT) SOUTHEAST OF A WITNESS POST AND 1.22 M (4.0 FT) BELOW THE
 BV1820'LEVEL OF THE HIGHWAY.
 BV1820
 BV1820                          STATION RECOVERY (2008)
 BV1820
 BV1820'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1820'MARK POSSIBLY DESTROYED BY HIGHWAY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3018 ***********************************************************************
 BH3018  DESIGNATION -  15 V 8
 BH3018  PID         -  BH3018
 BH3018  STATE/COUNTY-  MS/HARRISON
 BH3018  USGS QUAD   -  BILOXI (1992)
 BH3018
 BH3018                         *CURRENT SURVEY CONTROL
 BH3018  ___________________________________________________________________
 BH3018* NAD 83(1986)-  30 29 39.     (N)    088 54 20.     (W)     SCALED    
 BH3018* NAVD 88     -         7.093  (meters)      23.27   (feet)  ADJUSTED  
 BH3018  ___________________________________________________________________
 BH3018  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH3018  DYNAMIC HT  -           7.083 (meters)      23.24  (feet)  COMP
 BH3018  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 BH3018
 BH3018  VERT ORDER  -  SECOND    CLASS II
 BH3018
 BH3018.The horizontal coordinates were scaled from a topographic map and have
 BH3018.an estimated accuracy of +/- 6 seconds.
 BH3018
 BH3018.The orthometric height was determined by differential leveling
 BH3018.and adjusted in May 1996.
 BH3018
 BH3018.The geoid height was determined by GEOID03.
 BH3018
 BH3018.The dynamic height is computed by dividing the NAVD 88
 BH3018.geopotential number by the normal gravity value computed on the
 BH3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3018.degrees latitude (g = 980.6199 gals.).
 BH3018
 BH3018.The modeled gravity was interpolated from observed gravity values.
 BH3018
 BH3018;                    North         East    Units  Estimated Accuracy
 BH3018;SPC MS E     -   110,200.      293,070.      MT  (+/- 180 meters Scaled)
 BH3018
 BH3018                          SUPERSEDED SURVEY CONTROL
 BH3018
 BH3018.No superseded survey control is available for this station.
 BH3018
 BH3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU171750(NAD 83)
 BH3018_MARKER: DD = SURVEY DISK
 BH3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3018_SP_SET: CONCRETE POST
 BH3018_STAMPING: BM 15V 8 1986
 BH3018_MARK LOGO: MSHD  
 BH3018_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3018+STABILITY: SURFACE MOTION
 BH3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3018+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3018
 BH3018  HISTORY     - Date     Condition        Report By
 BH3018  HISTORY     - 1986     MONUMENTED       MSHD
 BH3018
 BH3018                          STATION DESCRIPTION
 BH3018
 BH3018'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3018'MARK IS LOCATED 6.44 KM (4.00 MI) NORTH OF DIBERVILLE IN THE
 BH3018'SOUTHEAST ANGLE OF THE CROSSING OF STATE HIGHWAY 15 AND LAMEY BRIDGE
 BH3018'ROAD IN SECTION 29, T6S, R9W.  TO REACH FROM THE I-110 AND I-10
 BH3018'INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTH ON HWYS 15 AND 67 FOR 2.41
 BH3018'KM (1.50 MI) TO JUNCTION HWYS 15 AND 67, TURN RIGHT NORTH ON HWY 15
 BH3018'AND GO 3.05 KM (1.90 MI) TO LAMEY BRIDGE ROAD CROSSING AND THE MARK ON
 BH3018'THE RIGHT.  MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE
 BH3018'POST PROJECTING 0.06 M (0.2 FT) .  IT IS 99.97 M (328.0 FT) EAST
 BH3018'CENTER HWY 15, 39.17 M (128.5 FT) EAST OF R.O.W. MARKER, 34.75 M
 BH3018'(114.0 FT) SOUTHEAST OF A POWER LINE POLE, 11.28 M (37.0 FT) SOUTH
 BH3018'CENTER BLACKTOP ROAD, 10.36 M (34.0 FT) EAST CENTER OF A DRIVEWAY ,
 BH3018'92.96 M (305.0 FT) NORTH OF A FENCE CORNER, 0.46 M (1.5 FT) SOUTH OF
 BH3018'CARSONITE WITNESS POST AND ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF
 BH3018'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1821 ***********************************************************************
 BV1821  DESIGNATION -  15 V 80
 BV1821  PID         -  BV1821
 BV1821  STATE/COUNTY-  MS/JONES
 BV1821  USGS QUAD   -  LAUREL EAST (1982)
 BV1821
 BV1821                         *CURRENT SURVEY CONTROL
 BV1821  ___________________________________________________________________
 BV1821* NAD 83(1986)-  31 40 11.     (N)    089 06 36.     (W)     SCALED    
 BV1821* NAVD 88     -        71.080  (meters)     233.20   (feet)  ADJUSTED  
 BV1821  ___________________________________________________________________
 BV1821  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BV1821  DYNAMIC HT  -          70.997 (meters)     232.93  (feet)  COMP
 BV1821  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 BV1821
 BV1821  VERT ORDER  -  SECOND    CLASS II
 BV1821
 BV1821.The horizontal coordinates were scaled from a topographic map and have
 BV1821.an estimated accuracy of +/- 6 seconds.
 BV1821
 BV1821.The orthometric height was determined by differential leveling
 BV1821.and adjusted in May 1996.
 BV1821
 BV1821.The geoid height was determined by GEOID03.
 BV1821
 BV1821.The dynamic height is computed by dividing the NAVD 88
 BV1821.geopotential number by the normal gravity value computed on the
 BV1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1821.degrees latitude (g = 980.6199 gals.).
 BV1821
 BV1821.The modeled gravity was interpolated from observed gravity values.
 BV1821
 BV1821;                    North         East    Units  Estimated Accuracy
 BV1821;SPC MS E     -   240,560.      273,770.      MT  (+/- 180 meters Scaled)
 BV1821
 BV1821                          SUPERSEDED SURVEY CONTROL
 BV1821
 BV1821.No superseded survey control is available for this station.
 BV1821
 BV1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA999057(NAD 83)
 BV1821_MARKER: DD = SURVEY DISK
 BV1821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1821_SP_SET: HEADWALL
 BV1821_STAMPING: BM 15V 80 1987
 BV1821_MARK LOGO: MSHD  
 BV1821_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1821+STABILITY: SURFACE MOTION
 BV1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1821+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1821
 BV1821  HISTORY     - Date     Condition        Report By
 BV1821  HISTORY     - 1987     MONUMENTED       MSHD
 BV1821  HISTORY     - 20080201 GOOD             MSDOT
 BV1821
 BV1821                          STATION DESCRIPTION
 BV1821
 BV1821'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1821'MARK IS LOCATED 4.02 KM (2.50 MI) SOUTHEAST OF LAUREL IN THE HEADWALL
 BV1821'OF A TWIN PIPE CULVERT IN SECTION 16 T8N, R11W.  TO REACH FROM THE
 BV1821'I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL, GO SOUTH ON STATE HIGHWAY
 BV1821'15 FOR 2.90 KM (1.80 MI) TO A CULVERT AND THE MARK ON THE RIGHT.  MARK
 BV1821'IS A MSHD DISK SET IN THE SOUTH END OF THE WEST HEADWALL AROUND TWO 18
 BV1821'INCH PIPES, 29.26 M (96.0 FT) NORTH OF THE CENTER OF A PAVED ROAD,
 BV1821'8.22 M (27.0 FT) WEST CENTER HIGHWAY 15 AND 1.52 M (5.0 FT) BELOW THE
 BV1821'LEVEL OF THE HIGHWAY.
 BV1821
 BV1821                          STATION RECOVERY (2008)
 BV1821
 BV1821'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1822 ***********************************************************************
 BV1822  DESIGNATION -  15 V 81
 BV1822  PID         -  BV1822
 BV1822  STATE/COUNTY-  MS/JONES
 BV1822  USGS QUAD   -  LAUREL EAST (1982)
 BV1822
 BV1822                         *CURRENT SURVEY CONTROL
 BV1822  ___________________________________________________________________
 BV1822* NAD 83(1986)-  31 40 46.     (N)    089 06 50.     (W)     SCALED    
 BV1822* NAVD 88     -        69.594  (meters)     228.33   (feet)  ADJUSTED  
 BV1822  ___________________________________________________________________
 BV1822  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BV1822  DYNAMIC HT  -          69.512 (meters)     228.06  (feet)  COMP
 BV1822  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 BV1822
 BV1822  VERT ORDER  -  SECOND    CLASS II
 BV1822
 BV1822.The horizontal coordinates were scaled from a topographic map and have
 BV1822.an estimated accuracy of +/- 6 seconds.
 BV1822
 BV1822.The orthometric height was determined by differential leveling
 BV1822.and adjusted in May 1996.
 BV1822
 BV1822.The geoid height was determined by GEOID03.
 BV1822
 BV1822.The dynamic height is computed by dividing the NAVD 88
 BV1822.geopotential number by the normal gravity value computed on the
 BV1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1822.degrees latitude (g = 980.6199 gals.).
 BV1822
 BV1822.The modeled gravity was interpolated from observed gravity values.
 BV1822
 BV1822;                    North         East    Units  Estimated Accuracy
 BV1822;SPC MS E     -   241,640.      273,400.      MT  (+/- 180 meters Scaled)
 BV1822
 BV1822                          SUPERSEDED SURVEY CONTROL
 BV1822
 BV1822.No superseded survey control is available for this station.
 BV1822
 BV1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA996068(NAD 83)
 BV1822_MARKER: DD = SURVEY DISK
 BV1822_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1822_SP_SET: BRIDGE ABUTMENT
 BV1822_STAMPING: BM 15V 81 1987
 BV1822_MARK LOGO: MSHD  
 BV1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1822+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1822
 BV1822  HISTORY     - Date     Condition        Report By
 BV1822  HISTORY     - 1987     MONUMENTED       MSHD
 BV1822  HISTORY     - 20080201 GOOD             MSDOT
 BV1822
 BV1822                          STATION DESCRIPTION
 BV1822
 BV1822'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1822'MARK IS LOCATED 2.57 KM (1.60 MI) SOUTHEAST OF LAUREL IN A CONCRETE
 BV1822'BRIDGE OVER TALLAHALA CREEK IN THE NORTHEAST CORNER OF SECTION 8, T8N,
 BV1822'R11W.  TO REACH FROM THE I-59 BRIDGE OVER STATE HIGHWAY 15 IN LAUREL,
 BV1822'GO SOUTH ON STATE HIGHWAY 15 FOR 1.61 KM (1.00 MI) TO A BRIDGE AND THE
 BV1822'MARK.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHWEST END OF
 BV1822'THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE.  IT IS 8.22 M (27.0 FT)
 BV1822'SOUTH OF THE CENTER HIGHWAY 15 AND ABOUT 1.22 M (4.0 FT) BELOW THE
 BV1822'LEVEL OF THE HIGHWAY.
 BV1822
 BV1822                          STATION RECOVERY (2008)
 BV1822
 BV1822'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1822'MARK IS IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHWEST ABUTMENT
 BV1822'OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1823 ***********************************************************************
 BV1823  DESIGNATION -  15 V 82
 BV1823  PID         -  BV1823
 BV1823  STATE/COUNTY-  MS/JONES
 BV1823  USGS QUAD   -  LAUREL EAST (1982)
 BV1823
 BV1823                         *CURRENT SURVEY CONTROL
 BV1823  ___________________________________________________________________
 BV1823* NAD 83(1986)-  31 41 05.     (N)    089 07 15.     (W)     SCALED    
 BV1823* NAVD 88     -        67.918  (meters)     222.83   (feet)  ADJUSTED  
 BV1823  ___________________________________________________________________
 BV1823  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BV1823  DYNAMIC HT  -          67.838 (meters)     222.57  (feet)  COMP
 BV1823  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 BV1823
 BV1823  VERT ORDER  -  SECOND    CLASS II
 BV1823
 BV1823.The horizontal coordinates were scaled from a topographic map and have
 BV1823.an estimated accuracy of +/- 6 seconds.
 BV1823
 BV1823.The orthometric height was determined by differential leveling
 BV1823.and adjusted in May 1996.
 BV1823
 BV1823.The geoid height was determined by GEOID03.
 BV1823
 BV1823.The dynamic height is computed by dividing the NAVD 88
 BV1823.geopotential number by the normal gravity value computed on the
 BV1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1823.degrees latitude (g = 980.6199 gals.).
 BV1823
 BV1823.The modeled gravity was interpolated from observed gravity values.
 BV1823
 BV1823;                    North         East    Units  Estimated Accuracy
 BV1823;SPC MS E     -   242,230.      272,740.      MT  (+/- 180 meters Scaled)
 BV1823
 BV1823                          SUPERSEDED SURVEY CONTROL
 BV1823
 BV1823.No superseded survey control is available for this station.
 BV1823
 BV1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA989074(NAD 83)
 BV1823_MARKER: DD = SURVEY DISK
 BV1823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1823_SP_SET: STORM DRAIN
 BV1823_STAMPING: BM 15V 82 1987
 BV1823_MARK LOGO: MSHD  
 BV1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1823+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1823
 BV1823  HISTORY     - Date     Condition        Report By
 BV1823  HISTORY     - 1987     MONUMENTED       MSHD
 BV1823  HISTORY     - 20080201 GOOD             MSDOT
 BV1823
 BV1823                          STATION DESCRIPTION
 BV1823
 BV1823'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1823'MARK IS LOCATED 1.61 KM (1.00 MI) SOUTHEAST OF THE CENTER OF DOWNTOWN
 BV1823'LAUREL IN THE NORTHEAST ANGLE OF THE JUNCTION OF DAVIDSON STREET AND
 BV1823'STATE HIGHWAY 15 IN SECTION 5, T8N, R11W.  TO REACH FROM THE I-59
 BV1823'BRIDGE OVER STATE HIGHWAY 15 IN LAUREL, GO SOUTH ON STATE HIGHWAY 15
 BV1823'FOR 0.16 KM (0.10 MI) TO DAVIDSON STREET AND THE MARK ON THE LEFT.
 BV1823'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 BV1823'STORM DRAIN, 32.31 M (106.0 FT) EAST CENTER HIGHWAY 15, 16.76 M
 BV1823'(55.0 FT) WEST SOUTHWEST OF POWERLINE POLE NO. 210, 9.14 M (30.0 FT)
 BV1823'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME HOUSE AND 4.59 M
 BV1823'(15.1 FT) NORTH OF CENTER OF DAVIDSON STREET.
 BV1823
 BV1823                          STATION RECOVERY (2008)
 BV1823
 BV1823'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3019 ***********************************************************************
 BH3019  DESIGNATION -  15 V 9
 BH3019  PID         -  BH3019
 BH3019  STATE/COUNTY-  MS/HARRISON
 BH3019  USGS QUAD   -  WHITE PLAINS (1982)
 BH3019
 BH3019                         *CURRENT SURVEY CONTROL
 BH3019  ___________________________________________________________________
 BH3019* NAD 83(1986)-  30 30 23.     (N)    088 54 40.     (W)     SCALED    
 BH3019* NAVD 88     -         6.463  (meters)      21.20   (feet)  ADJUSTED  
 BH3019  ___________________________________________________________________
 BH3019  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3019  DYNAMIC HT  -           6.454 (meters)      21.17  (feet)  COMP
 BH3019  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BH3019
 BH3019  VERT ORDER  -  SECOND    CLASS II
 BH3019
 BH3019.The horizontal coordinates were scaled from a topographic map and have
 BH3019.an estimated accuracy of +/- 6 seconds.
 BH3019
 BH3019.The orthometric height was determined by differential leveling
 BH3019.and adjusted in May 1996.
 BH3019
 BH3019.The geoid height was determined by GEOID03.
 BH3019
 BH3019.The dynamic height is computed by dividing the NAVD 88
 BH3019.geopotential number by the normal gravity value computed on the
 BH3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3019.degrees latitude (g = 980.6199 gals.).
 BH3019
 BH3019.The modeled gravity was interpolated from observed gravity values.
 BH3019
 BH3019;                    North         East    Units  Estimated Accuracy
 BH3019;SPC MS E     -   111,560.      292,530.      MT  (+/- 180 meters Scaled)
 BH3019
 BH3019                          SUPERSEDED SURVEY CONTROL
 BH3019
 BH3019.No superseded survey control is available for this station.
 BH3019
 BH3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU166764(NAD 83)
 BH3019_MARKER: DD = SURVEY DISK
 BH3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3019_SP_SET: CONCRETE POST
 BH3019_STAMPING: BM 15V 9 1986
 BH3019_MARK LOGO: MSHD  
 BH3019_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3019+STABILITY: SURFACE MOTION
 BH3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3019+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3019
 BH3019  HISTORY     - Date     Condition        Report By
 BH3019  HISTORY     - 1986     MONUMENTED       MSHD
 BH3019
 BH3019                          STATION DESCRIPTION
 BH3019
 BH3019'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3019'MARK IS LOCATED 7.89 KM (4.90 MI) NORTH OF DIBERVILLE ON THE EAST
 BH3019'R.O.W. OF STATE HIGHWAY 15 0.32 KM (0.20 MI) SOUTH OF THE JUNCTION OF
 BH3019'OLD HIGHWAY 15 IN SECTION 20, T6S, R9W.  TO REACH FROM THE I-110 AND
 BH3019'I-10 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTH ON STATE HWYS. 15 AND
 BH3019'67 2.41 KM (1.50 MI) TO JUNCTION OF HWYS 15 AND 67, TURN RIGHT NORTH
 BH3019'ON STATE HWY 15 AND GO 4.34 KM (2.70 MI) TO THE MARK ON THE RIGHT.
 BH3019'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 BH3019'THE GROUND.  IT IS 2.13 M (7.0 FT) NORTH CENTER PRIVATE ROAD, 26.21 M
 BH3019'(86.0 FT) EAST CENTER HWY 15 AND 0.60 M (2.0 FT) EAST OF POWER LINE
 BH3019'POLE NUMBER 42, 0.30 M (1.0 FT) WEST OF CARSONITE WITNESS POST AND
 BH3019'1.68 M (5.5 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0858 ***********************************************************************
 BW0858  DESIGNATION -  151
 BW0858  PID         -  BW0858
 BW0858  STATE/COUNTY-  MS/ADAMS
 BW0858  USGS QUAD   -  NATCHEZ (1976)
 BW0858
 BW0858                         *CURRENT SURVEY CONTROL
 BW0858  ___________________________________________________________________
 BW0858* NAD 83(1986)-  31 32 27.     (N)    091 23 47.     (W)     SCALED    
 BW0858* NAVD 88     -        45.895  (meters)     150.57   (feet)  ADJUSTED  
 BW0858  ___________________________________________________________________
 BW0858  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0858  DYNAMIC HT  -          45.840 (meters)     150.39  (feet)  COMP
 BW0858  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 BW0858
 BW0858  VERT ORDER  -  SECOND    CLASS 0
 BW0858
 BW0858.The horizontal coordinates were scaled from a topographic map and have
 BW0858.an estimated accuracy of +/- 6 seconds.
 BW0858
 BW0858.The orthometric height was determined by differential leveling
 BW0858.and adjusted in February 1994.
 BW0858
 BW0858.The geoid height was determined by GEOID03.
 BW0858
 BW0858.The dynamic height is computed by dividing the NAVD 88
 BW0858.geopotential number by the normal gravity value computed on the
 BW0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0858.degrees latitude (g = 980.6199 gals.).
 BW0858
 BW0858.The modeled gravity was interpolated from observed gravity values.
 BW0858
 BW0858;                    North         East    Units  Estimated Accuracy
 BW0858;SPC MS W     -   226,730.      599,050.      MT  (+/- 180 meters Scaled)
 BW0858
 BW0858                          SUPERSEDED SURVEY CONTROL
 BW0858
 BW0858  NAVD 88 (06/15/91)   45.915  (m)          150.64   (f) UNKNOWN     2 0
 BW0858  NGVD 29 (??/??/??)   45.895  (m)          150.57   (f) ADJUSTED    2 0
 BW0858
 BW0858.Superseded values are not recommended for survey control.
 BW0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0858.See file dsdata.txt to determine how the superseded data were derived.
 BW0858
 BW0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ522906(NAD 83)
 BW0858_MARKER: DD = SURVEY DISK
 BW0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0858_SP_SET: BRIDGE
 BW0858_STAMPING: 151
 BW0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0858
 BW0858  HISTORY     - Date     Condition        Report By
 BW0858  HISTORY     - UNK      MONUMENTED       USGS
 BW0858  HISTORY     - 1969     GOOD             MSHD
 BW0858
 BW0858                          STATION DESCRIPTION
 BW0858
 BW0858'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0858'1.3 MI SE FROM NATCHEZ.
 BW0858'THE MARK IS LOCATED 1.3 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0858'NATCHEZ IN THE FACE OF THE EAST ABUTMENT OF MISSISSIPPI CENTRAL
 BW0858'RAILROAD BRIDGE NO. 148.7 AND DIRECTLY UNDER THE TRACK.  IT IS 15 FEET
 BW0858'EAST OF THE CENTER OF HOMOCHITTO STREET, 57.5 FEET NORTH OF A POWER
 BW0858'LINE POLE WITH A LAMP AND GUY WIRES, 80 FEET SOUTH OF A POWER LINE
 BW0858'POLE WITH A LAMP AND GUY WIRES, SET VERTICALLY IN A DRILLED HOLE IN
 BW0858'THE FACE OF THE EAST ABUTMENT OF A CONCRETE BRIDGE AND IS 4.7 FEET
 BW0858'ABOVE THE LEVEL OF THE STREET.  NOTE-- TO REACH FROM THE U.S. POST
 BW0858'OFFICE IN NATCHEZ GO SOUTHWEST ON CANAL STREET FOR 0.65 MILE TO A
 BW0858'FORKS NEAR THE OLD TOLL HOUSE FOR THE MISSISSIPPI RIVER BRIDGE.  TAKE
 BW0858'THE LEFT FORK AND CONTINUE SOUTH ON GOVERNMENT STREET FOR 0.25 MILE TO
 BW0858'THE INTERSECTION OF U.S. HIGHWAYS 98, 84 AND 65.  TURN LEFT
 BW0858'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 98, 84 AND 65 FOR 1.15 MILES
 BW0858'TO THE INTERSECTION OF HOMOCHITTO STREET. TURN LEFT (NORTH) AND
 BW0858'CONTINUE ON HOMOCHITTO STREET FOR 0.1 MILE TO A RAILROAD OVERPASS AND
 BW0858'THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0291 ***********************************************************************
 EH0291  DESIGNATION -  157.532 TDC
 EH0291  PID         -  EH0291
 EH0291  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0291  USGS QUAD   -  TUTWILER (1967)
 EH0291
 EH0291                         *CURRENT SURVEY CONTROL
 EH0291  ___________________________________________________________________
 EH0291* NAD 83(1986)-  34 01 50.     (N)    090 27 22.     (W)     SCALED    
 EH0291* NAVD 88     -        47.901  (meters)     157.16   (feet)  POSTED    
 EH0291  ___________________________________________________________________
 EH0291  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EH0291  DYNAMIC HT  -          47.850 (meters)     156.99  (feet)  COMP
 EH0291  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EH0291
 EH0291  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EH0291
 EH0291.The horizontal coordinates were scaled from a topographic map and have
 EH0291.an estimated accuracy of +/- 6 seconds.
 EH0291
 EH0291.The orthometric height was determined by differential leveling
 EH0291.and adjusted by the  in 1992.
 EH0291.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EH0291.rate of 1.1 thru 2.0 mm/km.
 EH0291
 EH0291.The geoid height was determined by GEOID03.
 EH0291
 EH0291.The dynamic height is computed by dividing the NAVD 88
 EH0291.geopotential number by the normal gravity value computed on the
 EH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0291.degrees latitude (g = 980.6199 gals.).
 EH0291
 EH0291.The modeled gravity was interpolated from observed gravity values.
 EH0291
 EH0291;                    North         East    Units  Estimated Accuracy
 EH0291;SPC MS W     -   502,340.      688,660.      MT  (+/- 180 meters Scaled)
 EH0291
 EH0291                          SUPERSEDED SURVEY CONTROL
 EH0291
 EH0291  NGVD 29 (??/??/??)   47.948  (m)          157.31   (f) ADJUSTED    1 2
 EH0291
 EH0291.Superseded values are not recommended for survey control.
 EH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0291.See file dsdata.txt to determine how the superseded data were derived.
 EH0291
 EH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT348684(NAD 83)
 EH0291_MARKER: P = PIPE CAP
 EH0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0291
 EH0291  HISTORY     - Date     Condition        Report By
 EH0291  HISTORY     - UNK      MONUMENTED       LOCENG
 EH0291  HISTORY     - 1968     MARK NOT FOUND   MSHD
 EH0291
 EH0291                          STATION DESCRIPTION
 EH0291
 EH0291'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0291'1.8 MI NW FROM TUTWILER.
 EH0291'THE MARK IS LOCATED ABOUT 1.8 MILES NORTHWEST ALONG THE YAZOO AND
 EH0291'MISSISSIPPI VALLEY RAILROAD FROM TUTWILER, TALLAHATCHIE COUNTY, AT
 EH0291'MILEPOST J 141 M 90, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 EH0291'TRACK, AND 25 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 49. A
 EH0291'TALLAHATCHIE DRAINAGE COMMISSION CAP, RIVETED ON THE TOP OF A 3 INCH
 EH0291'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0654 ***********************************************************************
 DK0654  DESIGNATION -  157.7 USDA
 DK0654  PID         -  DK0654
 DK0654  STATE/COUNTY-  MS/BOLIVAR
 DK0654  USGS QUAD   -  CLEVELAND (1966)
 DK0654
 DK0654                         *CURRENT SURVEY CONTROL
 DK0654  ___________________________________________________________________
 DK0654* NAD 83(1986)-  33 44 37.     (N)    090 43 26.     (W)     SCALED    
 DK0654* NAVD 88     -        41.776  (meters)     137.06   (feet)  ADJUSTED  
 DK0654  ___________________________________________________________________
 DK0654  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0654  DYNAMIC HT  -          41.733 (meters)     136.92  (feet)  COMP
 DK0654  MODELED GRAV-     979,617.6   (mgal)                       NAVD 88
 DK0654
 DK0654  VERT ORDER  -  SECOND    CLASS 0
 DK0654
 DK0654.The horizontal coordinates were scaled from a topographic map and have
 DK0654.an estimated accuracy of +/- 6 seconds.
 DK0654
 DK0654.The orthometric height was determined by differential leveling
 DK0654.and adjusted in June 1991.
 DK0654
 DK0654.The geoid height was determined by GEOID03.
 DK0654
 DK0654.The dynamic height is computed by dividing the NAVD 88
 DK0654.geopotential number by the normal gravity value computed on the
 DK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0654.degrees latitude (g = 980.6199 gals.).
 DK0654
 DK0654.The modeled gravity was interpolated from observed gravity values.
 DK0654
 DK0654;                    North         East    Units  Estimated Accuracy
 DK0654;SPC MS W     -   470,580.      663,810.      MT  (+/- 180 meters Scaled)
 DK0654
 DK0654                          SUPERSEDED SURVEY CONTROL
 DK0654
 DK0654  NGVD 29 (??/??/??)   41.886  (m)          137.42   (f) ADJUSTED    2 0
 DK0654
 DK0654.Superseded values are not recommended for survey control.
 DK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0654.See file dsdata.txt to determine how the superseded data were derived.
 DK0654
 DK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT108360(NAD 83)
 DK0654_MARKER: P = PIPE CAP
 DK0654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0654_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0654_STAMPING: 157.7
 DK0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0654
 DK0654  HISTORY     - Date     Condition        Report By
 DK0654  HISTORY     - UNK      MONUMENTED       USDA
 DK0654  HISTORY     - 1935     GOOD             CGS
 DK0654  HISTORY     - 1972     GOOD             MSHD
 DK0654  HISTORY     - 20041127 MARK NOT FOUND   NGS
 DK0654
 DK0654                          STATION DESCRIPTION
 DK0654
 DK0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0654'IN CLEVELAND.
 DK0654'REFERENCE MARK, NORTHEAST CORNER OF SOUTH COURT ST. AND PEARMAN
 DK0654'AVENUE.  TOP OF BRASS CAP ON IRON POST, STAMPED OFFICE EXPERIMENT
 DK0654'STATION DRAINAGE, U.S. DEPARTMENT OF AGRICULTURE, ELEVATION 157.7
 DK0654'(STAMPED ELEVATION IS CAIRO DATUM)
 DK0654
 DK0654                          STATION RECOVERY (1972)
 DK0654
 DK0654'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0654'THE MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 DK0654'PEARMAN AVENUE AND SOUTH COURT STREET IN CLEVELAND AT THE SOUTH EDGE
 DK0654'OF A CONCRETE PARKING AREA. IT IS 26.5 FEET EAST OF THE CENTER OF
 DK0654'PEARMAN AVENUE, 35.5 FEET NORTH OF THE CENTER OF SOUTH COURT STREET,
 DK0654'17 FEET WEST OF THE SOUTHWEST CORNER OF A PLASTER BUILDING, 1.5 FEET
 DK0654'NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE BUILDING, 7.5
 DK0654'FEET WEST OF THE CURB OF A PARKING AREA AND IS FLUSH WITH A SMALL
 DK0654'MOUND OF CONCRETE AROUND THE MARK. TO REACH FROM THE INTERSECTION OF
 DK0654'STATE HIGHWAY 8 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF CLEVELAND GO
 DK0654'WEST ON STATE HIGHWAY 8 FOR 0.5 MILES TO THE JUNCTION OF PEARMAN
 DK0654'AVENUE. TURN LEFT AND GO SOUTH ON PEARMAN AVENUE FOR 0.25 MILES TO
 DK0654'THE INTERSECTION OF SOUTH COURT STREET AND THE MARK ON THE LEFT.
 DK0654
 DK0654                          STATION RECOVERY (2004)
 DK0654
 DK0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 DK0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1403 ***********************************************************************
 BW1403  DESIGNATION -  160
 BW1403  PID         -  BW1403
 BW1403  STATE/COUNTY-  MS/WILKINSON
 BW1403  USGS QUAD   -  FORT ADAMS (1965)
 BW1403
 BW1403                         *CURRENT SURVEY CONTROL
 BW1403  ___________________________________________________________________
 BW1403* NAD 83(1986)-  31 05 01.     (N)    091 32 57.     (W)     SCALED    
 BW1403* NAVD 88     -        17.89   (+/-2cm)      58.7    (feet)  VERTCON   
 BW1403  ___________________________________________________________________
 BW1403  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1403  VERT ORDER  -  ? (See Below)
 BW1403
 BW1403.The horizontal coordinates were scaled from a topographic map and have
 BW1403.an estimated accuracy of +/- 6 seconds.
 BW1403
 BW1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1403.The vertical order pertains to the NGVD 29 superseded value.
 BW1403
 BW1403.The geoid height was determined by GEOID03.
 BW1403
 BW1403;                    North         East    Units  Estimated Accuracy
 BW1403;SPC MS W     -   176,180.      583,990.      MT  (+/- 180 meters Scaled)
 BW1403
 BW1403                          SUPERSEDED SURVEY CONTROL
 BW1403
 BW1403  NGVD 29 (??/??/92)   17.859  (m)           58.59   (f) ADJ UNCH    ?  
 BW1403
 BW1403.Superseded values are not recommended for survey control.
 BW1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1403.See file dsdata.txt to determine how the superseded data were derived.
 BW1403
 BW1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ383397(NAD 83)
 BW1403_MARKER: P = PIPE CAP
 BW1403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1403_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1403_STAMPING: US 160
 BW1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1403
 BW1403  HISTORY     - Date     Condition        Report By
 BW1403  HISTORY     - UNK      MONUMENTED       MRC
 BW1403  HISTORY     - 1956     GOOD             NGS
 BW1403
 BW1403                          STATION DESCRIPTION
 BW1403
 BW1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW1403'IN FORT ADAMS.
 BW1403'LOCATED AT FORT ADAMS, ABOUT 400 FEET NORTH OF THE POST OFFICE ON THE
 BW1403'WEST SIDE OF MAIN STREET, ABOUT 175 FEET SOUTH OF THE CATHOLIC CHURCH,
 BW1403'NEAR THE NORTHEAST CORNER OF THE LARGE WHITE HOUSE, 17 FEET NORTH OF
 BW1403'THE GATE TO A LANE LEADING WEST AND 35 FEET WEST OF THE CENTER OF MAIN
 BW1403'STREET.  IT IS A 2 -INCH IRON PIPE WITH A NAIL AND WASHER SET IN THE
 BW1403'TOP, WITH US 160 STAMPED ON THE WASHER.  THE PIPE PROJECTS ABOUT 1
 BW1403'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0533 ***********************************************************************
 CP0533  DESIGNATION -  163
 CP0533  PID         -  CP0533
 CP0533  STATE/COUNTY-  MS/WARREN
 CP0533  USGS QUAD   -  BOVINA (1972)
 CP0533
 CP0533                         *CURRENT SURVEY CONTROL
 CP0533  ___________________________________________________________________
 CP0533* NAD 83(1986)-  32 20 51.     (N)    090 42 18.     (W)     SCALED    
 CP0533* NAVD 88     -        49.53   (+/-2cm)     162.5    (feet)  VERTCON   
 CP0533  ___________________________________________________________________
 CP0533  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0533  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0533
 CP0533.The horizontal coordinates were scaled from a topographic map and have
 CP0533.an estimated accuracy of +/- 6 seconds.
 CP0533
 CP0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0533.The vertical order pertains to the NGVD 29 superseded value.
 CP0533
 CP0533.The geoid height was determined by GEOID03.
 CP0533
 CP0533;                    North         East    Units  Estimated Accuracy
 CP0533;SPC MS W     -   315,740.      665,020.      MT  (+/- 180 meters Scaled)
 CP0533
 CP0533                          SUPERSEDED SURVEY CONTROL
 CP0533
 CP0533  NGVD 29 (??/??/92)   49.56   (m)          162.6    (f) COMPUTED    1 2
 CP0533
 CP0533.Superseded values are not recommended for survey control.
 CP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0533.See file dsdata.txt to determine how the superseded data were derived.
 CP0533
 CP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR159812(NAD 83)
 CP0533_MARKER: DD = SURVEY DISK
 CP0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0533_SP_SET: BRIDGE
 CP0533_STAMPING: 163 1920
 CP0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0533
 CP0533  HISTORY     - Date     Condition        Report By
 CP0533  HISTORY     - 1920     MONUMENTED       USGS
 CP0533  HISTORY     - 1968     GOOD             NGS
 CP0533
 CP0533                          STATION DESCRIPTION
 CP0533
 CP0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0533'6.0 MI W FROM EDWARDS.
 CP0533'ABOUT 6.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0533'STATION AT EDWARDS, 97 FEET EAST AND ACROSS THE TRACK FROM MILEPOST
 CP0533'128, 5 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE WEST END OF
 CP0533'THE SOUTH CONCRETE RETAINING WALL OF A CONCRETE RAILROAD BRIDGE, AND
 CP0533'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 22, T 16N, R 5E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0247 ***********************************************************************
 EH0247  DESIGNATION -  165
 EH0247  PID         -  EH0247
 EH0247  STATE/COUNTY-  MS/QUITMAN
 EH0247  USGS QUAD   -  FALCON (1969)
 EH0247
 EH0247                         *CURRENT SURVEY CONTROL
 EH0247  ___________________________________________________________________
 EH0247* NAD 83(1986)-  34 24 07.     (N)    090 15 02.     (W)     SCALED    
 EH0247* NAVD 88     -        50.14   (+/-2cm)     164.5    (feet)  VERTCON   
 EH0247  ___________________________________________________________________
 EH0247  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH0247  VERT ORDER  -  ? (See Below)
 EH0247
 EH0247.The horizontal coordinates were scaled from a topographic map and have
 EH0247.an estimated accuracy of +/- 6 seconds.
 EH0247
 EH0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0247.The vertical order pertains to the NGVD 29 superseded value.
 EH0247
 EH0247.The geoid height was determined by GEOID03.
 EH0247
 EH0247;                    North         East    Units  Estimated Accuracy
 EH0247;SPC MS W     -   543,530.      707,610.      MT  (+/- 180 meters Scaled)
 EH0247
 EH0247                          SUPERSEDED SURVEY CONTROL
 EH0247
 EH0247  NGVD 29 (??/??/??)   50.168  (m)          164.59   (f) ADJUSTED    ?  
 EH0247
 EH0247.Superseded values are not recommended for survey control.
 EH0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0247.See file dsdata.txt to determine how the superseded data were derived.
 EH0247
 EH0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU527101(NAD 83)
 EH0247_MARKER: P = PIPE CAP
 EH0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0247
 EH0247  HISTORY     - Date     Condition        Report By
 EH0247  HISTORY     - UNK      MONUMENTED       USGS
 EH0247  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0247  HISTORY     - 20080129 MARK NOT FOUND   MSDOT
 EH0247
 EH0247                          STATION DESCRIPTION
 EH0247
 EH0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0247'0.6 MI N FROM FALCON.
 EH0247'ABOUT 0.6 MILE NORTH OF FALCON, AT THE FALCON FLAG STATION, 3,000 FEET
 EH0247'NORTH OF THE FLAG STATION, AT MILEPOST J. 174-M. 57 INCHES, 100 FEET
 EH0247'TO THE RIGHT OF THE TRACK, AN IRON PIPE AND CAP.
 EH0247
 EH0247                          STATION RECOVERY (2008)
 EH0247
 EH0247'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1433 ***********************************************************************
 DJ1433  DESIGNATION -  17 L 214.1
 DJ1433  PID         -  DJ1433
 DJ1433  STATE/COUNTY-  MS/GRENADA
 DJ1433  USGS QUAD   -  GORE SPRINGS (1983)
 DJ1433
 DJ1433                         *CURRENT SURVEY CONTROL
 DJ1433  ___________________________________________________________________
 DJ1433* NAD 83(1986)-  33 48 32.     (N)    089 36 52.     (W)     SCALED    
 DJ1433* NAVD 88     -        65.365  (meters)     214.45   (feet)  ADJUSTED  
 DJ1433  ___________________________________________________________________
 DJ1433  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DJ1433  DYNAMIC HT  -          65.298 (meters)     214.23  (feet)  COMP
 DJ1433  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DJ1433
 DJ1433  VERT ORDER  -  SECOND    CLASS 0
 DJ1433
 DJ1433.The horizontal coordinates were scaled from a topographic map and have
 DJ1433.an estimated accuracy of +/- 6 seconds.
 DJ1433
 DJ1433.The orthometric height was determined by differential leveling
 DJ1433.and adjusted in June 1991.
 DJ1433
 DJ1433.The geoid height was determined by GEOID03.
 DJ1433
 DJ1433.The dynamic height is computed by dividing the NAVD 88
 DJ1433.geopotential number by the normal gravity value computed on the
 DJ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1433.degrees latitude (g = 980.6199 gals.).
 DJ1433
 DJ1433.The modeled gravity was interpolated from observed gravity values.
 DJ1433
 DJ1433;                    North         East    Units  Estimated Accuracy
 DJ1433;SPC MS W     -   477,980.      766,560.      MT  (+/- 180 meters Scaled)
 DJ1433
 DJ1433                          SUPERSEDED SURVEY CONTROL
 DJ1433
 DJ1433  NGVD 29 (??/??/92)   65.354  (m)          214.42   (f) ADJ UNCH    2 0
 DJ1433
 DJ1433.Superseded values are not recommended for survey control.
 DJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1433.See file dsdata.txt to determine how the superseded data were derived.
 DJ1433
 DJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC579440(NAD 83)
 DJ1433_MARKER: DD = SURVEY DISK
 DJ1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1433_STAMPING: N 17-L 1928 214.1
 DJ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1433+STABILITY: SURFACE MOTION
 DJ1433
 DJ1433  HISTORY     - Date     Condition        Report By
 DJ1433  HISTORY     - 1928     MONUMENTED       USGS
 DJ1433  HISTORY     - 1935     GOOD             NGS
 DJ1433  HISTORY     - 1969     MARK NOT FOUND   NGS
 DJ1433
 DJ1433                          STATION DESCRIPTION
 DJ1433
 DJ1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DJ1433'12.2 MI E FROM GRENADA.
 DJ1433'12.2 MILES EAST OF ILLINOIS CENTRAL DEPOT AT GRENADA 30 FEET WEST OF
 DJ1433'THE CENTERLINE OF THE JUNCTION OF WILLIAMSVILLE ROAD AND STATE HIGHWAY
 DJ1433'NO. 8 AT GRAYSPORT.  180 FEET SOUTHEAST OF A GARAGE AND 5 FEET SOUTH
 DJ1433'OF A HIGHWAY SIGN POST MARKED GRAYSPORT.  ONE FOOT NORTH OF THE FENCE.
 DJ1433
 DJ1433                          STATION RECOVERY (1969)
 DJ1433
 DJ1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DJ1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8580 ***********************************************************************
 DJ8580  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8580  DESIGNATION -  170+00
 DJ8580  PID         -  DJ8580
 DJ8580  STATE/COUNTY-  MS/DE SOTO
 DJ8580  USGS QUAD   -  FREES CORNERS (1982)
 DJ8580
 DJ8580                         *CURRENT SURVEY CONTROL
 DJ8580  ___________________________________________________________________
 DJ8580* NAD 83(2007)-  34 45 39.72079(N)    090 07 22.02194(W)     ADJUSTED  
 DJ8580* NAVD 88     -        80.79   (meters)     265.1    (feet)  GPS OBS   
 DJ8580  ___________________________________________________________________
 DJ8580  EPOCH DATE  -        2002.00
 DJ8580  X           -     -11,241.289 (meters)                     COMP
 DJ8580  Y           -  -5,245,619.265 (meters)                     COMP
 DJ8580  Z           -   3,616,149.606 (meters)                     COMP
 DJ8580  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DJ8580  ELLIP HEIGHT-          53.524 (meters)          (02/15/08) ADJUSTED
 DJ8580  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DJ8580  HORZ ORDER  -  B
 DJ8580  ELLP ORDER  -  FOURTH    CLASS II
 DJ8580
 DJ8580.The horizontal coordinates were established by GPS observations
 DJ8580.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8580
 DJ8580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8580.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8580.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8580.The epoch date for horizontal control is a decimal equivalence
 DJ8580.of Year/Month/Day.
 DJ8580
 DJ8580.The orthometric height was determined by GPS observations and a
 DJ8580.high-resolution geoid model.
 DJ8580.The orthometric height was determined by GPS observations and a
 DJ8580.high-resolution geoid model using precise GPS observation and
 DJ8580.processing techniques.
 DJ8580
 DJ8580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8580
 DJ8580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8580
 DJ8580.The ellipsoidal height was determined by GPS observations
 DJ8580.and is referenced to NAD 83.
 DJ8580
 DJ8580.The geoid height was determined by GEOID03.
 DJ8580
 DJ8580;                    North         East     Units Scale Factor Converg.
 DJ8580;SPC MS W     -   583,384.096   719,275.438   MT  0.99995458   +0 07 12.2
 DJ8580;SPC MS W     - 1,913,985.99  2,359,822.83   sFT  0.99995458   +0 07 12.2
 DJ8580;UTM  15      - 3,850,315.048   763,350.774   MT  1.00045489   +1 38 29.1
 DJ8580
 DJ8580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8580!SPC MS W     -   0.99999160  x   0.99995458  =   0.99994618
 DJ8580!UTM  15      -   0.99999160  x   1.00045489  =   1.00044648
 DJ8580
 DJ8580:                Primary Azimuth Mark                     Grid Az
 DJ8580:SPC MS W     -  F 359                                    240 07 19.5
 DJ8580:UTM  15      -  F 359                                    238 36 02.6
 DJ8580
 DJ8580|---------------------------------------------------------------------|
 DJ8580| PID    Reference Object                     Distance      Geod. Az  |
 DJ8580|                                                           dddmmss.s |
 DJ8580| EH3151 F 359                               418.578 METERS 2401431.7 |
 DJ8580|---------------------------------------------------------------------|
 DJ8580
 DJ8580                          SUPERSEDED SURVEY CONTROL
 DJ8580
 DJ8580.No superseded survey control is available for this station.
 DJ8580
 DJ8580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6335150315(NAD 83)
 DJ8580_MARKER: DD = SURVEY DISK
 DJ8580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8580_STAMPING: 170 00
 DJ8580_MARK LOGO: USACE 
 DJ8580_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8580_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8580+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2007
 DJ8580
 DJ8580  HISTORY     - Date     Condition        Report By
 DJ8580  HISTORY     - 20070213 MONUMENTED       USACE
 DJ8580
 DJ8580                          STATION DESCRIPTION
 DJ8580
 DJ8580'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2007
 DJ8580'M THENCE NORTHERLY 0.25 MI (0.4 KM) TO THE INTERSECTION WITH THE ROAD
 DJ8580'THAT RUNS ALONG THE TOP OF THE DAM. THENCE SOUTHERLY 0.85 MI (1.4 KM)
 DJ8580'TO THE MARK ON THE RIGHT. THE MONUMENT LOCATED IS LOCATED 15 FT (4.6
 DJ8580'M) WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD AND 2 FT (0.6 M)
 DJ8580'WEST-NORTHWEST OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0812 ***********************************************************************
 DK0812  DESIGNATION -  18 A
 DK0812  PID         -  DK0812
 DK0812  STATE/COUNTY-  MS/BOLIVAR
 DK0812  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0812
 DK0812                         *CURRENT SURVEY CONTROL
 DK0812  ___________________________________________________________________
 DK0812* NAD 83(1986)-  33 54 17.     (N)    091 00 50.     (W)     SCALED    
 DK0812* NAVD 88     -        46.09   (+/-2cm)     151.2    (feet)  VERTCON   
 DK0812  ___________________________________________________________________
 DK0812  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0812  VERT ORDER  -  ? (See Below)
 DK0812
 DK0812.The horizontal coordinates were scaled from a topographic map and have
 DK0812.an estimated accuracy of +/- 6 seconds.
 DK0812
 DK0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0812.The vertical order pertains to the NGVD 29 superseded value.
 DK0812
 DK0812.The geoid height was determined by GEOID03.
 DK0812
 DK0812;                    North         East    Units  Estimated Accuracy
 DK0812;SPC MS W     -   488,590.      637,060.      MT  (+/- 180 meters Scaled)
 DK0812
 DK0812                          SUPERSEDED SURVEY CONTROL
 DK0812
 DK0812  NGVD 29 (??/??/??)   46.148  (m)          151.40   (f) ADJUSTED    ?  
 DK0812
 DK0812.Superseded values are not recommended for survey control.
 DK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0812.See file dsdata.txt to determine how the superseded data were derived.
 DK0812
 DK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT836533(NAD 83)
 DK0812_MARKER: P = PIPE CAP
 DK0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0812_SP_SET: CONCRETE BLOCK
 DK0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0812
 DK0812  HISTORY     - Date     Condition        Report By
 DK0812  HISTORY     - UNK      MONUMENTED       DOD
 DK0812  HISTORY     - 1934     GOOD             CGS
 DK0812  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0812
 DK0812                          STATION DESCRIPTION
 DK0812
 DK0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0812'4 MI N FROM ROSEDALE.
 DK0812'P.B.M. 18-A IS A 2-INCH PIPE WITH BRASS CAP SET IN AN 18-INCH BLOCK OF
 DK0812'CONCRETE 6 INCHES THICK LOCATED ON THE LEFT BANK OF THE MISS. RIVER
 DK0812'APPROXIMATELY 4 MILES NORTH OF ROSEDALE, BOLIVAR COUNTY, MISSISSIPPI
 DK0812'1220 FEET NORTHEAST OF ANGLE IN LEVEE.  180 FEET EAST OF LANDSIDE TOE
 DK0812'OF LEVEE.  30 FEET WEST OF DRAIN DITCH, AND 30 FEET EAST OF CENTER
 DK0812'LINE OF HIGHWAY.
 DK0812
 DK0812                          STATION RECOVERY (1972)
 DK0812
 DK0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0786 ***********************************************************************
 DK0786  DESIGNATION -  18 M BOLT
 DK0786  PID         -  DK0786
 DK0786  STATE/COUNTY-  MS/BOLIVAR
 DK0786  USGS QUAD   -  ROSEDALE (1972)
 DK0786
 DK0786                         *CURRENT SURVEY CONTROL
 DK0786  ___________________________________________________________________
 DK0786* NAD 83(1986)-  33 45 24.     (N)    091 01 17.     (W)     SCALED    
 DK0786* NAVD 88     -        43.07   (+/-2cm)     141.3    (feet)  VERTCON   
 DK0786  ___________________________________________________________________
 DK0786  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK0786  VERT ORDER  -  ? (See Below)
 DK0786
 DK0786.The horizontal coordinates were scaled from a topographic map and have
 DK0786.an estimated accuracy of +/- 6 seconds.
 DK0786
 DK0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0786.The vertical order pertains to the NGVD 29 superseded value.
 DK0786
 DK0786.The geoid height was determined by GEOID03.
 DK0786
 DK0786;                    North         East    Units  Estimated Accuracy
 DK0786;SPC MS W     -   472,170.      636,260.      MT  (+/- 180 meters Scaled)
 DK0786
 DK0786                          SUPERSEDED SURVEY CONTROL
 DK0786
 DK0786  NGVD 29 (??/??/??)   43.137  (m)          141.53   (f) ADJUSTED    ?  
 DK0786
 DK0786.Superseded values are not recommended for survey control.
 DK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0786.See file dsdata.txt to determine how the superseded data were derived.
 DK0786
 DK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT832369(NAD 83)
 DK0786_MARKER: B = BOLT
 DK0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0786_SP_SET: STONE
 DK0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0786+STABILITY: SURFACE MOTION
 DK0786
 DK0786  HISTORY     - Date     Condition        Report By
 DK0786  HISTORY     - UNK      MONUMENTED       DOD
 DK0786  HISTORY     - 1934     GOOD             CGS
 DK0786
 DK0786                          STATION DESCRIPTION
 DK0786
 DK0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0786'3.5 MI S FROM BEULAH.
 DK0786'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 DK0786'USE STANDARD CAP.  PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN. ABOVE
 DK0786'THE GROUND, LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, IN BOLIVAR
 DK0786'COUNTY, MISSISSIPPI.  BACK OF ISLAND NO. 74.  ABOUT 900 FT. BACK OF
 DK0786'BUELAH LAKE AT ITS MOST SOUTHERLY POINT.  ABOUT 3 1/2 MILES BELOW
 DK0786'BEULAH, MISS.  ABOUT 3 1/4 MILES BACK OF RIVER AT PRENTISS LANDING.
 DK0786'800 FT. ABOVE ANGLE WHERE LEVEE TURNS.  SOUTHWEST FROM LAKE BEULAH ON
 DK0786'LANDSIDE AND 806.7 FT. FROM CENTER LINE OF MAIN LEVEE.  3.1 FT. FROM
 DK0786'SOUTHWEST CORNER OF FRONT PORCH AND IN LINE WITH PORCH OF CABIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0785 ***********************************************************************
 DK0785  DESIGNATION -  18 M CAP
 DK0785  PID         -  DK0785
 DK0785  STATE/COUNTY-  MS/BOLIVAR
 DK0785  USGS QUAD   -  ROSEDALE (1972)
 DK0785
 DK0785                         *CURRENT SURVEY CONTROL
 DK0785  ___________________________________________________________________
 DK0785* NAD 83(1986)-  33 45 28.     (N)    091 01 15.     (W)     SCALED    
 DK0785* NAVD 88     -        44.30   (+/-2cm)     145.3    (feet)  VERTCON   
 DK0785  ___________________________________________________________________
 DK0785  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK0785  VERT ORDER  -  ? (See Below)
 DK0785
 DK0785.The horizontal coordinates were scaled from a topographic map and have
 DK0785.an estimated accuracy of +/- 6 seconds.
 DK0785
 DK0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0785.The vertical order pertains to the NGVD 29 superseded value.
 DK0785
 DK0785.The geoid height was determined by GEOID03.
 DK0785
 DK0785;                    North         East    Units  Estimated Accuracy
 DK0785;SPC MS W     -   472,290.      636,310.      MT  (+/- 180 meters Scaled)
 DK0785
 DK0785                          SUPERSEDED SURVEY CONTROL
 DK0785
 DK0785  NGVD 29 (??/??/??)   44.362  (m)          145.54   (f) ADJUSTED    ?  
 DK0785
 DK0785.Superseded values are not recommended for survey control.
 DK0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0785.See file dsdata.txt to determine how the superseded data were derived.
 DK0785
 DK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT833370(NAD 83)
 DK0785_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0785_SP_SET: STONE
 DK0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0785+STABILITY: SURFACE MOTION
 DK0785
 DK0785  HISTORY     - Date     Condition        Report By
 DK0785  HISTORY     - UNK      MONUMENTED       DOD
 DK0785  HISTORY     - 1934     GOOD             CGS
 DK0785
 DK0785                          STATION DESCRIPTION
 DK0785
 DK0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0785'3.5 MI S FROM BEULAH.
 DK0785'B.M. IS PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN. ABOVE THE
 DK0785'GROUND, LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, IN BOLIVAR COUNTY,
 DK0785'MISSISSIPPI.  BACK OF ISLAND NO. 74.  ABOUT 900 FT. BACK OF BUELAH
 DK0785'LAKE AT ITS MOST SOUTHERLY POINT.  ABOUT 3 1/2 MILES BELOW BEULAH,
 DK0785'MISS.  ABOUT 3 1/4 MILES BACK OF RIVER AT PRENTISS LANDING.  800 FT.
 DK0785'ABOVE ANGLE WHERE LEVEE TURNS.  SOUTHWEST FROM LAKE BEULAH ON LANDSIDE
 DK0785'AND 806.7 FT. FROM CENTER LINE OF MAIN LEVEE.  3.1 FT. FROM SOUTHWEST
 DK0785'CORNER OF FRONT PORCH AND IN LINE WITH PORCH OF CABIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0056 ***********************************************************************
 EH0056  DESIGNATION -  183
 EH0056  PID         -  EH0056
 EH0056  STATE/COUNTY-  MS/TATE
 EH0056  USGS QUAD   -  CRENSHAW NORTH (1983)
 EH0056
 EH0056                         *CURRENT SURVEY CONTROL
 EH0056  ___________________________________________________________________
 EH0056* NAD 83(1986)-  34 35 39.     (N)    090 12 59.     (W)     SCALED    
 EH0056* NAVD 88     -        55.74   (+/-2cm)     182.9    (feet)  VERTCON   
 EH0056  ___________________________________________________________________
 EH0056  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0056  VERT ORDER  -  ? (See Below)
 EH0056
 EH0056.The horizontal coordinates were scaled from a topographic map and have
 EH0056.an estimated accuracy of +/- 6 seconds.
 EH0056
 EH0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0056.The vertical order pertains to the NGVD 29 superseded value.
 EH0056
 EH0056.The geoid height was determined by GEOID03.
 EH0056
 EH0056;                    North         East    Units  Estimated Accuracy
 EH0056;SPC MS W     -   564,860.      710,730.      MT  (+/- 180 meters Scaled)
 EH0056
 EH0056                          SUPERSEDED SURVEY CONTROL
 EH0056
 EH0056  NGVD 29 (??/??/??)   55.768  (m)          182.97   (f) ADJUSTED    ?  
 EH0056
 EH0056.Superseded values are not recommended for survey control.
 EH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0056.See file dsdata.txt to determine how the superseded data were derived.
 EH0056
 EH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU552315(NAD 83)
 EH0056_MARKER: Z = SEE DESCRIPTION
 EH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0056+STABILITY: SURFACE MOTION
 EH0056
 EH0056  HISTORY     - Date     Condition        Report By
 EH0056  HISTORY     - UNK      MONUMENTED       USGS
 EH0056  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0056
 EH0056                          STATION DESCRIPTION
 EH0056
 EH0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0056'2.4 MI S FROM SAVAGE.
 EH0056'ABOUT 2.4 MILES SOUTH OF SAVAGE, AT MILEPOST J. 188-M. 42, 100 FEET TO
 EH0056'THE LEFT OF THE TRACK, A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0134 ***********************************************************************
 EH0134  DESIGNATION -  19 20 UYLD
 EH0134  PID         -  EH0134
 EH0134  STATE/COUNTY-  MS/TUNICA
 EH0134  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0134
 EH0134                         *CURRENT SURVEY CONTROL
 EH0134  ___________________________________________________________________
 EH0134* NAD 83(1986)-  34 50 46.     (N)    090 17 56.     (W)     SCALED    
 EH0134* NAVD 88     -        62.791  (meters)     206.01   (feet)  ADJUSTED  
 EH0134  ___________________________________________________________________
 EH0134  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH0134  DYNAMIC HT  -          62.733 (meters)     205.82  (feet)  COMP
 EH0134  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EH0134
 EH0134  VERT ORDER  -  FIRST     CLASS I
 EH0134
 EH0134.The horizontal coordinates were scaled from a topographic map and have
 EH0134.an estimated accuracy of +/- 6 seconds.
 EH0134
 EH0134.The orthometric height was determined by differential leveling
 EH0134.and adjusted in July 1994.
 EH0134
 EH0134.The geoid height was determined by GEOID03.
 EH0134
 EH0134.The dynamic height is computed by dividing the NAVD 88
 EH0134.geopotential number by the normal gravity value computed on the
 EH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0134.degrees latitude (g = 980.6199 gals.).
 EH0134
 EH0134.The modeled gravity was interpolated from observed gravity values.
 EH0134
 EH0134;                    North         East    Units  Estimated Accuracy
 EH0134;SPC MS W     -   592,800.      703,150.      MT  (+/- 180 meters Scaled)
 EH0134
 EH0134                          SUPERSEDED SURVEY CONTROL
 EH0134
 EH0134  NAVD 88 (??/??/92)   62.792  (m)          206.01   (f) UNKNOWN     1 1
 EH0134  NGVD 29 (??/??/??)   62.798  (m)          206.03   (f) ADJUSTED    1 1
 EH0134
 EH0134.Superseded values are not recommended for survey control.
 EH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0134.See file dsdata.txt to determine how the superseded data were derived.
 EH0134
 EH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU469593(NAD 83)
 EH0134_MARKER: P = PIPE CAP
 EH0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0134_STAMPING: 1948 REF BM 19 20 UYLD
 EH0134_MARK LOGO: USE   
 EH0134_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0134+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0134
 EH0134  HISTORY     - Date     Condition        Report By
 EH0134  HISTORY     - 1948     MONUMENTED       DOD
 EH0134  HISTORY     - 1974     GOOD             NGS
 EH0134  HISTORY     - 1976     GOOD             NGS
 EH0134  HISTORY     - 19911112 GOOD             NGS
 EH0134
 EH0134                          STATION DESCRIPTION
 EH0134
 EH0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0134'4.95 MI NE FROM ROBINSONVILLE.
 EH0134'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 304 FROM THE CROSSING WITH
 EH0134'ILLINOIS CENTRAL RAILROAD AT ROBINSONVILLE, THENCE 2.25 MILES
 EH0134'NORTHEAST ALONG U.S. HIGHWAY 61, THENCE 1.65 MILES WEST-NORTHWEST
 EH0134'ALONG A PAVED ROAD, THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD, ABOUT
 EH0134'0.25 MILE WEST OF A STORE AND RAILROAD CROSSING AT CLACK, 345 FEET
 EH0134'NORTHEAST OF A GRAVEL ROAD AND STEEL CATTLE GUARD, 235 FEET SOUTHEAST
 EH0134'OF THE CENTER OF THE GRAVEL ROAD ON TOP OF A LEVEE, 93.5 FEET
 EH0134'NORTHWEST OF A FENCE.  A USE DISK ON TOP OF A 4-INCH IRON PIPE
 EH0134'PROJECTING 1.7 FOOT.  SECTION 6, T 3S, R 10W.
 EH0134
 EH0134                          STATION RECOVERY (1976)
 EH0134
 EH0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0134'RECOVERED IN GOOD CONDITION.
 EH0134
 EH0134                          STATION RECOVERY (1991)
 EH0134
 EH0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0134'17.0 KM (10.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0134'OFFICE IN WALLS, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED
 EH0134'ROAD, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.4
 EH0134'KM (0.25 MI) WESTERLY ALONG A DIRT ROAD, 105.2 M (345.1 FT) NORTHEAST
 EH0134'OF AND LEVEL WITH THE CENTER OF THE ROAD AND A CATTLE GUARD, 71.6 M
 EH0134'(234.9 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD ON TOP OF A
 EH0134'LEVEE, AND 28.5 M (93.5 FT) NORTHWEST OF A FENCE. NOTE--THE DISK IS
 EH0134'AFFIXED TO A 4-INCH METAL PIPE AND PROJECTS 0.05 M (1.6 FT) ABOVE THE
 EH0134'GROUND SURFACE.  THE MARK IS PROTECTED BY 3 CONCRETE POSTS AND A
 EH0134'METAL PIPE.  DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0784 ***********************************************************************
 DK0784  DESIGNATION -  19 M BOLT
 DK0784  PID         -  DK0784
 DK0784  STATE/COUNTY-  MS/BOLIVAR
 DK0784  USGS QUAD   -  BENOIT (1972)
 DK0784
 DK0784                         *CURRENT SURVEY CONTROL
 DK0784  ___________________________________________________________________
 DK0784* NAD 83(1986)-  33 43 14.     (N)    091 01 10.     (W)     SCALED    
 DK0784* NAVD 88     -        43.16   (+/-2cm)     141.6    (feet)  VERTCON   
 DK0784  ___________________________________________________________________
 DK0784  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0784  VERT ORDER  -  ? (See Below)
 DK0784
 DK0784.The horizontal coordinates were scaled from a topographic map and have
 DK0784.an estimated accuracy of +/- 6 seconds.
 DK0784
 DK0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0784.The vertical order pertains to the NGVD 29 superseded value.
 DK0784
 DK0784.The geoid height was determined by GEOID03.
 DK0784
 DK0784;                    North         East    Units  Estimated Accuracy
 DK0784;SPC MS W     -   468,160.      636,410.      MT  (+/- 180 meters Scaled)
 DK0784
 DK0784                          SUPERSEDED SURVEY CONTROL
 DK0784
 DK0784  NGVD 29 (??/??/??)   43.233  (m)          141.84   (f) ADJUSTED    ?  
 DK0784
 DK0784.Superseded values are not recommended for survey control.
 DK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0784.See file dsdata.txt to determine how the superseded data were derived.
 DK0784
 DK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT835329(NAD 83)
 DK0784_MARKER: B = BOLT
 DK0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0784+STABILITY: SURFACE MOTION
 DK0784
 DK0784  HISTORY     - Date     Condition        Report By
 DK0784  HISTORY     - UNK      MONUMENTED       DOD
 DK0784  HISTORY     - 1934     GOOD             CGS
 DK0784
 DK0784                          STATION DESCRIPTION
 DK0784
 DK0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0784'1.5 MI NE FROM NIBLETT LANDING.
 DK0784'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 DK0784'USE STANDARD CAP. A PIPE STONE BENCH, TOP OF PIPE ABOUT 12 IN. ABOVE
 DK0784'THE GROUND.  LOCATED ON THE LEFT BANK OF MISSISSIPPI RIVER, IN BOLIVAR
 DK0784'COUNTY, MISSISSIPPI.  ABOUT 1 1/2 MILES ABOVE RIGHT ANGLE IN LEVEE,
 DK0784'WHICH IS BACK OF NIBLETTS LANDING.  ON PLANTATION OF CHAS. SCOTT OF
 DK0784'ROSEDALE, MISS.  BACK OF LAKE VERMILLION AT A POINT 2 1/2 MILES BELOW
 DK0784'RIGHT ANGLE IN MAIN LEVEE, AT SOUTH BANK OF BEULAH LAKE. 36.5 FT.
 DK0784'SOUTH FROM CENTER LINE LOCAL ROAD WHICH LEADS FROM LEVEE TO LOBDELL,
 DK0784'MISS.  ON LANDSIDE AND ABOUT 525 FT. FROM CENTER LINE OF MAIN LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0783 ***********************************************************************
 DK0783  DESIGNATION -  19 M CAP
 DK0783  PID         -  DK0783
 DK0783  STATE/COUNTY-  MS/BOLIVAR
 DK0783  USGS QUAD   -  BENOIT (1972)
 DK0783
 DK0783                         *CURRENT SURVEY CONTROL
 DK0783  ___________________________________________________________________
 DK0783* NAD 83(1986)-  33 43 14.     (N)    091 01 10.     (W)     SCALED    
 DK0783* NAVD 88     -        44.39   (+/-2cm)     145.6    (feet)  VERTCON   
 DK0783  ___________________________________________________________________
 DK0783  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0783  VERT ORDER  -  ? (See Below)
 DK0783
 DK0783.The horizontal coordinates were scaled from a topographic map and have
 DK0783.an estimated accuracy of +/- 6 seconds.
 DK0783
 DK0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0783.The vertical order pertains to the NGVD 29 superseded value.
 DK0783
 DK0783.The geoid height was determined by GEOID03.
 DK0783
 DK0783;                    North         East    Units  Estimated Accuracy
 DK0783;SPC MS W     -   468,160.      636,410.      MT  (+/- 180 meters Scaled)
 DK0783
 DK0783                          SUPERSEDED SURVEY CONTROL
 DK0783
 DK0783  NGVD 29 (??/??/??)   44.459  (m)          145.86   (f) ADJUSTED    ?  
 DK0783
 DK0783.Superseded values are not recommended for survey control.
 DK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0783.See file dsdata.txt to determine how the superseded data were derived.
 DK0783
 DK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT835329(NAD 83)
 DK0783_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0783_SP_SET: STONE
 DK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0783+STABILITY: SURFACE MOTION
 DK0783
 DK0783  HISTORY     - Date     Condition        Report By
 DK0783  HISTORY     - UNK      MONUMENTED       DOD
 DK0783  HISTORY     - 1934     GOOD             CGS
 DK0783
 DK0783                          STATION DESCRIPTION
 DK0783
 DK0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0783'1.5 MI NE FROM NIBLETT LANDING.
 DK0783'B.M. IS A PIPE STONE BENCH, TOP OF PIPE ABOUT 12 IN. ABOVE THE GROUND.
 DK0783'LOCATED ON THE LEFT BANK OF MISSISSIPPI RIVER, IN BOLIVAR COUNTY,
 DK0783'MISSISSIPPI.  ABOUT 1 1/2 MILES ABOVE RIGHT ANGLE IN LEVEE, WHICH IS
 DK0783'BACK OF NIBLETTS LANDING.  ON PLANTATION OF CHAS. SCOTT OF ROSEDALE,
 DK0783'MISS.  BACK OF LAKE VERMILLION AT A POINT 2 1/2 MILES BELOW RIGHT
 DK0783'ANGLE IN MAIN LEVEE, AT SOUTH BANK OF BEULAH LAKE.  36.5 FT. SOUTH
 DK0783'FROM CENTER LINE LOCAL ROAD WHICH LEADS FROM LEVEE TO LOBDELL, MISS.
 DK0783'ON LANDSIDE AND ABOUT 525 FT. FROM CENTER LINE OF MAIN LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1526 ***********************************************************************
 CO1526  DESIGNATION -  19 V 1
 CO1526  PID         -  CO1526
 CO1526  STATE/COUNTY-  MS/LAUDERDALE
 CO1526  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1526
 CO1526                         *CURRENT SURVEY CONTROL
 CO1526  ___________________________________________________________________
 CO1526* NAD 83(1986)-  32 21 41.     (N)    088 43 00.     (W)     SCALED    
 CO1526* NAVD 88     -        97.752  (meters)     320.71   (feet)  ADJUSTED  
 CO1526  ___________________________________________________________________
 CO1526  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1526  DYNAMIC HT  -          97.638 (meters)     320.33  (feet)  COMP
 CO1526  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CO1526
 CO1526  VERT ORDER  -  SECOND    CLASS II
 CO1526
 CO1526.The horizontal coordinates were scaled from a topographic map and have
 CO1526.an estimated accuracy of +/- 6 seconds.
 CO1526
 CO1526.The orthometric height was determined by differential leveling
 CO1526.and adjusted in May 1996.
 CO1526
 CO1526.The geoid height was determined by GEOID03.
 CO1526
 CO1526.The dynamic height is computed by dividing the NAVD 88
 CO1526.geopotential number by the normal gravity value computed on the
 CO1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1526.degrees latitude (g = 980.6199 gals.).
 CO1526
 CO1526.The modeled gravity was interpolated from observed gravity values.
 CO1526
 CO1526;                    North         East    Units  Estimated Accuracy
 CO1526;SPC MS E     -   317,230.      310,980.      MT  (+/- 180 meters Scaled)
 CO1526
 CO1526                          SUPERSEDED SURVEY CONTROL
 CO1526
 CO1526.No superseded survey control is available for this station.
 CO1526
 CO1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA384817(NAD 83)
 CO1526_MARKER: DD = SURVEY DISK
 CO1526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1526_SP_SET: SIDEWALK ON CONCRETE BRIDGE
 CO1526_STAMPING: BM 19 V 1 1982
 CO1526_MARK LOGO: MSHD  
 CO1526_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1526+STABILITY: SURFACE MOTION
 CO1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1526+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1526
 CO1526  HISTORY     - Date     Condition        Report By
 CO1526  HISTORY     - 1982     MONUMENTED       MSHD
 CO1526  HISTORY     - 19900424 GOOD             MSHD
 CO1526
 CO1526                          STATION DESCRIPTION
 CO1526
 CO1526'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1526'TO REACH FROM POST OFFICE IN MERIDIAN, GO SOUTH ON 22ND AVE FOR ONE
 CO1526'BLOCK, TURN RIGHT AND GO WEST ON 8TH ST FOR 1.20 KM (0.75 MI) TO 35TH
 CO1526'AVE, TURN LEFT SOUTH ON 35TH AVE AND TO TO INTERSECTION OF 7TH ST AND
 CO1526'THE MARK STRAIGHT AHEAD.  IT IS 7.01 M (23.0 FT) SOUTH OF THE CENTER
 CO1526'OF 7TH AVE, 1.21 M (4.0 FT) EAST OF THE PROJECTED CENTER OF 35TH AVE,
 CO1526'1.46 M (4.8 FT) SOUTH OF THE SOUTH CURB OF 7TH ST, 0.30 M (1.0 FT)
 CO1526'NORTHEAST OF THE WEST END OF THE BRIDGE RAILING AND SET IN A DRILL
 CO1526'HOLE IN A CONCRETE SIDEWALK OVER THE SOUTH END OF THE WEST ABUTMENT OF
 CO1526'A 25 FT CONCRETE BRIDGE.
 CO1526
 CO1526                          STATION RECOVERY (1990)
 CO1526
 CO1526'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1535 ***********************************************************************
 CO1535  DESIGNATION -  19 V 10
 CO1535  PID         -  CO1535
 CO1535  STATE/COUNTY-  MS/LAUDERDALE
 CO1535  USGS QUAD   -  COLLINSVILLE (1983)
 CO1535
 CO1535                         *CURRENT SURVEY CONTROL
 CO1535  ___________________________________________________________________
 CO1535* NAD 83(1986)-  32 27 21.     (N)    088 48 30.     (W)     SCALED    
 CO1535* NAVD 88     -       113.545  (meters)     372.52   (feet)  ADJUSTED  
 CO1535  ___________________________________________________________________
 CO1535  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1535  DYNAMIC HT  -         113.412 (meters)     372.09  (feet)  COMP
 CO1535  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CO1535
 CO1535  VERT ORDER  -  SECOND    CLASS II
 CO1535
 CO1535.The horizontal coordinates were scaled from a topographic map and have
 CO1535.an estimated accuracy of +/- 6 seconds.
 CO1535
 CO1535.The orthometric height was determined by differential leveling
 CO1535.and adjusted in May 1996.
 CO1535
 CO1535.The geoid height was determined by GEOID03.
 CO1535
 CO1535.The dynamic height is computed by dividing the NAVD 88
 CO1535.geopotential number by the normal gravity value computed on the
 CO1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1535.degrees latitude (g = 980.6199 gals.).
 CO1535
 CO1535.The modeled gravity was interpolated from observed gravity values.
 CO1535
 CO1535;                    North         East    Units  Estimated Accuracy
 CO1535;SPC MS E     -   327,700.      302,350.      MT  (+/- 180 meters Scaled)
 CO1535
 CO1535                          SUPERSEDED SURVEY CONTROL
 CO1535
 CO1535.No superseded survey control is available for this station.
 CO1535
 CO1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA300924(NAD 83)
 CO1535_MARKER: DR = REFERENCE MARK DISK
 CO1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1535_SP_SET: CONCRETE POST
 CO1535_STAMPING: BM 19 V 10 1982
 CO1535_MARK LOGO: MSHD  
 CO1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1535+STABILITY: SURFACE MOTION
 CO1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1535+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1535
 CO1535  HISTORY     - Date     Condition        Report By
 CO1535  HISTORY     - 1982     MONUMENTED       MSHD
 CO1535  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1535
 CO1535                          STATION DESCRIPTION
 CO1535
 CO1535'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1535'12.96 KM (8.05 MI) NORTHWEST ALONG STATE HWY 19 FROM JUNCTION OF US
 CO1535'HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, TO AN ANGLING
 CO1535'SIDE ROAD RIGHT AND MARK ON THE LEFT, 22.40 M (73.5 FT) EAST SOUTHEAST
 CO1535'OF AN 8 INCH OAK, 16.15 M (53.0 FT) SOUTHWEST CENTER HWY 19, 13.10 M
 CO1535'(43.0 FT) WEST OF CENTER OF DRIVEWAY, 10.36 M (34.0 FT) NORTHWEST OF A
 CO1535'PECAN TREE WITH FOUR TRUNKS, 8.84 M (29.0 FT) NORTHEAST OF THE
 CO1535'PROJECTED PLANE OF THE NORTHEAST WALL OF EUGENE BROWN AND SON GROCERY,
 CO1535'0.60 M (2.0 FT) NORTHWEST OF A POWER POLE WITH TRANSFORMER AND MARK IS
 CO1535'SET IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1535
 CO1535                          STATION RECOVERY (1990)
 CO1535
 CO1535'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1535'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1535'IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF MERIDIAN, OPPOSITE THE
 CO1535'JUNCTION OF A PAVED ROAD, NEAR THE SOUTHWEST R.O.W. OF STATE HIGHWAY
 CO1535'19, 3.7 MI (6.0 KM) SOUTHEAST OF COLLINSVILLE, 1.8 MI (2.9 KM)
 CO1535'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 19 AND 494 AND IS IN
 CO1535'SECTION 18, T 7N, R 15E. TO REACH FROM THE POST OFFICE IN
 CO1535'COLLINSVILLE, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 4.15 MI (6.68 KM)
 CO1535'TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT JUST BEYOND A STORE. IT
 CO1535'IS 175 FT (53.3 M) SOUTHEAST OF THE EAST CORNER OF A METAL STORE
 CO1535'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1537 ***********************************************************************
 CO1537  DESIGNATION -  19 V 11
 CO1537  PID         -  CO1537
 CO1537  STATE/COUNTY-  MS/LAUDERDALE
 CO1537  USGS QUAD   -  COLLINSVILLE (1983)
 CO1537
 CO1537                         *CURRENT SURVEY CONTROL
 CO1537  ___________________________________________________________________
 CO1537* NAD 83(1986)-  32 28 07.     (N)    088 49 00.     (W)     SCALED    
 CO1537* NAVD 88     -       124.058  (meters)     407.01   (feet)  ADJUSTED  
 CO1537  ___________________________________________________________________
 CO1537  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CO1537  DYNAMIC HT  -         123.913 (meters)     406.54  (feet)  COMP
 CO1537  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CO1537
 CO1537  VERT ORDER  -  SECOND    CLASS II
 CO1537
 CO1537.The horizontal coordinates were scaled from a topographic map and have
 CO1537.an estimated accuracy of +/- 6 seconds.
 CO1537
 CO1537.The orthometric height was determined by differential leveling
 CO1537.and adjusted in May 1996.
 CO1537
 CO1537.The geoid height was determined by GEOID03.
 CO1537
 CO1537.The dynamic height is computed by dividing the NAVD 88
 CO1537.geopotential number by the normal gravity value computed on the
 CO1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1537.degrees latitude (g = 980.6199 gals.).
 CO1537
 CO1537.The modeled gravity was interpolated from observed gravity values.
 CO1537
 CO1537;                    North         East    Units  Estimated Accuracy
 CO1537;SPC MS E     -   329,110.      301,570.      MT  (+/- 180 meters Scaled)
 CO1537
 CO1537                          SUPERSEDED SURVEY CONTROL
 CO1537
 CO1537.No superseded survey control is available for this station.
 CO1537
 CO1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA292938(NAD 83)
 CO1537_MARKER: DR = REFERENCE MARK DISK
 CO1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1537_SP_SET: CONCRETE POST
 CO1537_STAMPING: BM 19 V 11 1982
 CO1537_MARK LOGO: MSHD  
 CO1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1537+STABILITY: SURFACE MOTION
 CO1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1537+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1537
 CO1537  HISTORY     - Date     Condition        Report By
 CO1537  HISTORY     - 1982     MONUMENTED       MSHD
 CO1537  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1537
 CO1537                          STATION DESCRIPTION
 CO1537
 CO1537'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1537'14.25 KM (8.85 MI) NORTHWEST ON STATE HWY 19 FROM THE JUNCTION OF US
 CO1537'HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, TO A CROSSROAD,
 CO1537'CONTINUE NORTHWEST ON HWY 19 FOR 0.40 KM (0.25 MI) TO A WOODS ROAD AND
 CO1537'THE MARK ON THE RIGHT, 21.95 M (72.0 FT) EAST NORTHEAST OF CENTER OF
 CO1537'HWY 19, 5.18 M (17.0 FT) EAST NORATHEAST OF UTILILTY POLE NO. 30, 2.44
 CO1537'M (8.0 FT) SOUTH CENTER OF WOODS ROAD, 0.30 M (1.0 FT) SOUTH OF
 CO1537'WITNESS POST AND MARK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 CO1537'THE GROUND.
 CO1537
 CO1537                          STATION RECOVERY (1990)
 CO1537
 CO1537'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1537'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1537'IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHEAST OF COLLINSVILLE NEAR THE
 CO1537'EAST R.O.W. OF STATE HIGHWAY 19, 9.7 MI (15.6 KM) NORTHWEST OF
 CO1537'MERIDIAN AND IS IN SECTION 12, T 7N, R 14E. TO REACH FROM THE POST
 CO1537'OFFICE IN COLLINSVILLE, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 2.75 MI
 CO1537'(4.43 KM) TO AN ANGLING SIDE ROAD RIGHT, CONTINUE SOUTHEAST ON
 CO1537'HIGHWAY 19 FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT. IT IS 235.5
 CO1537'FT (71.8 M) SOUTHEAST OF THE SOUTH CORNER OF A BRICK HOUSE AND 76 FT
 CO1537'(23.2 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY. ( NOTE ) THE
 CO1537'WOODS ROAD MENTIONED IN THE 1982 DESCRIPTION WAS ELIMINATED WHEN A
 CO1537'BRICK HOUSE WAS BUILT ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1538 ***********************************************************************
 CO1538  DESIGNATION -  19 V 12
 CO1538  PID         -  CO1538
 CO1538  STATE/COUNTY-  MS/LAUDERDALE
 CO1538  USGS QUAD   -  COLLINSVILLE (1983)
 CO1538
 CO1538                         *CURRENT SURVEY CONTROL
 CO1538  ___________________________________________________________________
 CO1538* NAD 83(1986)-  32 28 41.     (N)    088 49 50.     (W)     SCALED    
 CO1538* NAVD 88     -       126.610  (meters)     415.39   (feet)  ADJUSTED  
 CO1538  ___________________________________________________________________
 CO1538  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CO1538  DYNAMIC HT  -         126.462 (meters)     414.90  (feet)  COMP
 CO1538  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CO1538
 CO1538  VERT ORDER  -  SECOND    CLASS II
 CO1538
 CO1538.The horizontal coordinates were scaled from a topographic map and have
 CO1538.an estimated accuracy of +/- 6 seconds.
 CO1538
 CO1538.The orthometric height was determined by differential leveling
 CO1538.and adjusted in May 1996.
 CO1538
 CO1538.The geoid height was determined by GEOID03.
 CO1538
 CO1538.The dynamic height is computed by dividing the NAVD 88
 CO1538.geopotential number by the normal gravity value computed on the
 CO1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1538.degrees latitude (g = 980.6199 gals.).
 CO1538
 CO1538.The modeled gravity was interpolated from observed gravity values.
 CO1538
 CO1538;                    North         East    Units  Estimated Accuracy
 CO1538;SPC MS E     -   330,160.      300,260.      MT  (+/- 180 meters Scaled)
 CO1538
 CO1538                          SUPERSEDED SURVEY CONTROL
 CO1538
 CO1538.No superseded survey control is available for this station.
 CO1538
 CO1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA279949(NAD 83)
 CO1538_MARKER: DR = REFERENCE MARK DISK
 CO1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1538_SP_SET: CONCRETE POST
 CO1538_STAMPING: BM 19 V 12 1982
 CO1538_MARK LOGO: MSHD  
 CO1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1538+STABILITY: SURFACE MOTION
 CO1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1538+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1538
 CO1538  HISTORY     - Date     Condition        Report By
 CO1538  HISTORY     - 1982     MONUMENTED       MSHD
 CO1538  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1538
 CO1538                          STATION DESCRIPTION
 CO1538
 CO1538'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1538'15.93 KM (9.90 MI) NORTHWEST ALONG STATE HWY 19 FROM THE JUNCTION OF
 CO1538'US HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, TO A
 CO1538'CROSSROAD, CONTINUE NORTHWEST ON HWY 19 FOR 0.32 KM (0.20 MI) TO MARK
 CO1538'ON THE LEFT, 14.48 M (47.5 FT) SOUTHWEST CENTER HWY 19, 4.88 M
 CO1538'(16.0 FT) SOUTHEAST CENTER OF DRIVEWAY, 4.27 M (14.0 FT) NORTHWEST OF
 CO1538'A 24 INCH PINE, 0.61 M (2.0 FT) OF A FENCE CORNER, 0.30 M (1.0 FT)
 CO1538'SOUTHEAST OF A WITNESS POST AND MARK IS SET IN TOP OF A ROUND CONCRETE
 CO1538'POST FLUSH WITH THE GROUND.
 CO1538
 CO1538                          STATION RECOVERY (1990)
 CO1538
 CO1538'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1538'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1538'IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF COLLINSVILLE ON THE
 CO1538'SOUTHWEST R.O.W. OF STATE HIGHWAY 19, 11 MI (17.7 KM) NORTHWEST OF
 CO1538'MERIDIAN AND IS IN SECTION 2, T 7N, R 14E. TO REACH FROM THE POST
 CO1538'OFFICE IN COLLINSVILLE, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 1.8 MI
 CO1538'(2.9 KM) TO A CROSSROAD, CONTINUE SOUTHEAST ON HIGHWAY 19 FOR 0.3 MI
 CO1538'(0.5 KM) TO A DRIVEWAY AND THE MARK ON THE RIGHT. ( NOTE ) DELETE THE
 CO1538'MEASUREMENT TO THE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1539 ***********************************************************************
 CO1539  DESIGNATION -  19 V 13
 CO1539  PID         -  CO1539
 CO1539  STATE/COUNTY-  MS/LAUDERDALE
 CO1539  USGS QUAD   -  COLLINSVILLE (1983)
 CO1539
 CO1539                         *CURRENT SURVEY CONTROL
 CO1539  ___________________________________________________________________
 CO1539* NAD 83(1986)-  32 29 26.     (N)    088 50 20.     (W)     SCALED    
 CO1539* NAVD 88     -       133.998  (meters)     439.63   (feet)  ADJUSTED  
 CO1539  ___________________________________________________________________
 CO1539  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO1539  DYNAMIC HT  -         133.841 (meters)     439.11  (feet)  COMP
 CO1539  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 CO1539
 CO1539  VERT ORDER  -  SECOND    CLASS II
 CO1539
 CO1539.The horizontal coordinates were scaled from a topographic map and have
 CO1539.an estimated accuracy of +/- 6 seconds.
 CO1539
 CO1539.The orthometric height was determined by differential leveling
 CO1539.and adjusted in May 1996.
 CO1539
 CO1539.The geoid height was determined by GEOID03.
 CO1539
 CO1539.The dynamic height is computed by dividing the NAVD 88
 CO1539.geopotential number by the normal gravity value computed on the
 CO1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1539.degrees latitude (g = 980.6199 gals.).
 CO1539
 CO1539.The modeled gravity was interpolated from observed gravity values.
 CO1539
 CO1539;                    North         East    Units  Estimated Accuracy
 CO1539;SPC MS E     -   331,550.      299,480.      MT  (+/- 180 meters Scaled)
 CO1539
 CO1539                          SUPERSEDED SURVEY CONTROL
 CO1539
 CO1539.No superseded survey control is available for this station.
 CO1539
 CO1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA272963(NAD 83)
 CO1539_MARKER: DR = REFERENCE MARK DISK
 CO1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1539_SP_SET: CONCRETE POST
 CO1539_STAMPING: BM 19 V 13 1982
 CO1539_MARK LOGO: MSHD  
 CO1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1539+STABILITY: SURFACE MOTION
 CO1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1539+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1539
 CO1539  HISTORY     - Date     Condition        Report By
 CO1539  HISTORY     - 1982     MONUMENTED       MSHD
 CO1539  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1539  HISTORY     - 20061125 MARK NOT FOUND   MSSU
 CO1539
 CO1539                          STATION DESCRIPTION
 CO1539
 CO1539'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1539'18.19 KM (11.30 MI) NORTHWEST ON STATE HWY 19 FROM THE JUNCTION OF US
 CO1539'HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, TO AN ANGLING
 CO1539'SIDE ROAD AND THE MARK ON THE RIGHT, 31.85 NORTHEAST OF CENTER HWY 19,
 CO1539'26.52 M (87.0 FT) NORTH NORTHEAST OF A UTILITY POLE, 16.46 M
 CO1539'(54.0 FT) NORTH OF FENCE CORNER, 14.17 M (46.5 FT) EAST OF CENTER OF
 CO1539'BLACK TOP ROAD, 0.76 M (2.5 FT) WEST OF A FENCE CORNER , 0.30 M
 CO1539'(1.0 FT) EAST OF A METAL WITNESS POST AND SET IN TOP OF A ROUND
 CO1539'CONCRETE POST FLUSH WITH THE GROUND.
 CO1539
 CO1539                          STATION RECOVERY (1990)
 CO1539
 CO1539'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1539'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1539'IS LOCATED ABOUT 0.6 MI (1.0 KM) SOUTHEAST OF COLLINSVILLE ON THE
 CO1539'NORTHEAST R.O.W. OF STATE HIGHWAY 19, AT THE JUNCTION OF A PAVED ROAD
 CO1539'LEADING NORTHWEST AND IS IN SECTION 35, T 8N, R 14E.
 CO1539
 CO1539                          STATION RECOVERY (2006)
 CO1539
 CO1539'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 CO1539'MARK NOT FOUND,
 CO1539'STARTING AT THE INTERSECTION OF US HWY 11 AND STATE HWY 19, I WENT NW
 CO1539'FOR 11.3 MILES UNTIL I CAME TO AN ANGLING ROAD.  FROM THE CENTER OF
 CO1539'THE HWY 19 I PACED APPROXIMATELY 32M NE TO A POWER POLE.  I TURNED
 CO1539'SLIGHTLY TO THE NORTH AND PACED APPROXIMATELY 26M. FROM THERE I WENT
 CO1539'ABOUT 17M NORTH OF A FENCE CORNER, ABOUT 14M EAST OF THE PAVED ROAD,
 CO1539'1M WEST AND ABOUT .3M EAST.  THERE WAS A GRASSY AREA BUT NO MARK
 CO1539'FOUND.
 CO1539' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1540 ***********************************************************************
 CO1540  DESIGNATION -  19 V 14
 CO1540  PID         -  CO1540
 CO1540  STATE/COUNTY-  MS/LAUDERDALE
 CO1540  USGS QUAD   -  CENTER HILL (1985)
 CO1540
 CO1540                         *CURRENT SURVEY CONTROL
 CO1540  ___________________________________________________________________
 CO1540* NAD 83(1986)-  32 30 11.     (N)    088 50 55.     (W)     SCALED    
 CO1540* NAVD 88     -       137.978  (meters)     452.68   (feet)  ADJUSTED  
 CO1540  ___________________________________________________________________
 CO1540  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CO1540  DYNAMIC HT  -         137.817 (meters)     452.15  (feet)  COMP
 CO1540  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 CO1540
 CO1540  VERT ORDER  -  SECOND    CLASS II
 CO1540
 CO1540.The horizontal coordinates were scaled from a topographic map and have
 CO1540.an estimated accuracy of +/- 6 seconds.
 CO1540
 CO1540.The orthometric height was determined by differential leveling
 CO1540.and adjusted in May 1996.
 CO1540
 CO1540.The geoid height was determined by GEOID03.
 CO1540
 CO1540.The dynamic height is computed by dividing the NAVD 88
 CO1540.geopotential number by the normal gravity value computed on the
 CO1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1540.degrees latitude (g = 980.6199 gals.).
 CO1540
 CO1540.The modeled gravity was interpolated from observed gravity values.
 CO1540
 CO1540;                    North         East    Units  Estimated Accuracy
 CO1540;SPC MS E     -   332,930.      298,560.      MT  (+/- 180 meters Scaled)
 CO1540
 CO1540                          SUPERSEDED SURVEY CONTROL
 CO1540
 CO1540.No superseded survey control is available for this station.
 CO1540
 CO1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA263977(NAD 83)
 CO1540_MARKER: DR = REFERENCE MARK DISK
 CO1540_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1540_SP_SET: SIDEWALK
 CO1540_STAMPING: BM 19 V 14 1982
 CO1540_MARK LOGO: MSHD  
 CO1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1540+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1540
 CO1540  HISTORY     - Date     Condition        Report By
 CO1540  HISTORY     - 1982     MONUMENTED       MSHD
 CO1540  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1540
 CO1540                          STATION DESCRIPTION
 CO1540
 CO1540'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1540'19.80 KM (12.30 MI) NORTHWEST ALONG STATE HWY 19 FROM THE JUNCTION OF
 CO1540'US HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, TO THE POST
 CO1540'OFFICE AND MARK ON THE RIGHT, 28.65 M (94.0 FT) EAST OF THE CENTER OF
 CO1540'HWY 19, 3.35 M (11.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE POST
 CO1540'OFFICE, 2.90 M (9.5 FT) NORTH OF A 16 INCH OAK TREE, 0.82 M (2.7 FT)
 CO1540'SOUTHWEST OF A FLAGPOLE AND SET IN A DRILL HOLE IN THE SOUTHEAST
 CO1540'CORNER OF A CONCRETE SIDEWALK IN FRONT OF THE POST OFFICE.
 CO1540
 CO1540                          STATION RECOVERY (1990)
 CO1540
 CO1540'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1540'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1540'IS LOCATED IN A SIDE WALK AT THE POST OFFICE IN COLLINAVILLE, ON THE
 CO1540'CORNER OF STATE HIGHGWAY 19 AND MARTIN ROAD AND IS IN SECTION 27, T
 CO1540'8N, R 14E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1541 ***********************************************************************
 CO1541  DESIGNATION -  19 V 15
 CO1541  PID         -  CO1541
 CO1541  STATE/COUNTY-  MS/LAUDERDALE
 CO1541  USGS QUAD   -  CENTER HILL (1985)
 CO1541
 CO1541                         *CURRENT SURVEY CONTROL
 CO1541  ___________________________________________________________________
 CO1541* NAD 83(1986)-  32 30 36.     (N)    088 51 40.     (W)     SCALED    
 CO1541* NAVD 88     -       137.820  (meters)     452.16   (feet)  ADJUSTED  
 CO1541  ___________________________________________________________________
 CO1541  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO1541  DYNAMIC HT  -         137.658 (meters)     451.63  (feet)  COMP
 CO1541  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 CO1541
 CO1541  VERT ORDER  -  SECOND    CLASS II
 CO1541
 CO1541.The horizontal coordinates were scaled from a topographic map and have
 CO1541.an estimated accuracy of +/- 6 seconds.
 CO1541
 CO1541.The orthometric height was determined by differential leveling
 CO1541.and adjusted in May 1996.
 CO1541
 CO1541.The geoid height was determined by GEOID03.
 CO1541
 CO1541.The dynamic height is computed by dividing the NAVD 88
 CO1541.geopotential number by the normal gravity value computed on the
 CO1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1541.degrees latitude (g = 980.6199 gals.).
 CO1541
 CO1541.The modeled gravity was interpolated from observed gravity values.
 CO1541
 CO1541;                    North         East    Units  Estimated Accuracy
 CO1541;SPC MS E     -   333,700.      297,390.      MT  (+/- 180 meters Scaled)
 CO1541
 CO1541                          SUPERSEDED SURVEY CONTROL
 CO1541
 CO1541.No superseded survey control is available for this station.
 CO1541
 CO1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA251984(NAD 83)
 CO1541_MARKER: DR = REFERENCE MARK DISK
 CO1541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1541_SP_SET: CONCRETE PIPE
 CO1541_STAMPING: BM 19 V 15 1982
 CO1541_MARK LOGO: MSHD  
 CO1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1541+STABILITY: SURFACE MOTION
 CO1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1541+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1541
 CO1541  HISTORY     - Date     Condition        Report By
 CO1541  HISTORY     - 1982     MONUMENTED       MSHD
 CO1541  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1541
 CO1541                          STATION DESCRIPTION
 CO1541
 CO1541'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1541'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1541'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1541'(12.30 MI) TO THE POST OFFICE IN COLLINSVILLE, CONTINUE NORTHWEST ON
 CO1541'HWY 19 FOR 1.21 KM (0.75 MI) TO THE CULVERT AND THE MARK ON THE RIGHT,
 CO1541'JUST BEYOND A SIDE ROAD RIGHT.  IT IS 25.30 M (83.0 FT) WEST OF A
 CO1541'POWER LINE POSE, 21.49 M (70.5 FT) NORTHWEST CENTER BLACKTOP ROAD,
 CO1541'9.45 M (31.0 FT) NORTHEAST CENTER HWY 19 AND 0.30 M (1.0 FT) NORTHWEST
 CO1541'OF A METAL WITNESS POST AND SET IN A DRILL HOLE IN THE SOUTHEAST END
 CO1541'OF THE NORTHEAST HEADWALL OF A CONCRETE PIPE.
 CO1541
 CO1541                          STATION RECOVERY (1990)
 CO1541
 CO1541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1541'THE MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE
 CO1541'MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTHWEST OF COLLINSVILLE IN A
 CO1541'CULVERT AND IS IN SECTION 27, T 8N, R 14E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1542 ***********************************************************************
 CO1542  DESIGNATION -  19 V 16
 CO1542  PID         -  CO1542
 CO1542  STATE/COUNTY-  MS/LAUDERDALE
 CO1542  USGS QUAD   -  CENTER HILL (1985)
 CO1542
 CO1542                         *CURRENT SURVEY CONTROL
 CO1542  ___________________________________________________________________
 CO1542* NAD 83(1986)-  32 31 01.     (N)    088 52 20.     (W)     SCALED    
 CO1542* NAVD 88     -       136.787  (meters)     448.78   (feet)  ADJUSTED  
 CO1542  ___________________________________________________________________
 CO1542  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO1542  DYNAMIC HT  -         136.626 (meters)     448.25  (feet)  COMP
 CO1542  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 CO1542
 CO1542  VERT ORDER  -  SECOND    CLASS II
 CO1542
 CO1542.The horizontal coordinates were scaled from a topographic map and have
 CO1542.an estimated accuracy of +/- 6 seconds.
 CO1542
 CO1542.The orthometric height was determined by differential leveling
 CO1542.and adjusted in May 1996.
 CO1542
 CO1542.The geoid height was determined by GEOID03.
 CO1542
 CO1542.The dynamic height is computed by dividing the NAVD 88
 CO1542.geopotential number by the normal gravity value computed on the
 CO1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1542.degrees latitude (g = 980.6199 gals.).
 CO1542
 CO1542.The modeled gravity was interpolated from observed gravity values.
 CO1542
 CO1542;                    North         East    Units  Estimated Accuracy
 CO1542;SPC MS E     -   334,470.      296,350.      MT  (+/- 180 meters Scaled)
 CO1542
 CO1542                          SUPERSEDED SURVEY CONTROL
 CO1542
 CO1542.No superseded survey control is available for this station.
 CO1542
 CO1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA241992(NAD 83)
 CO1542_MARKER: DR = REFERENCE MARK DISK
 CO1542_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1542_SP_SET: BOX CULVERT
 CO1542_STAMPING: BM 19 V 16 1982
 CO1542_MARK LOGO: MSHD  
 CO1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1542+STABILITY: SURFACE MOTION
 CO1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1542+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 CO1542
 CO1542  HISTORY     - Date     Condition        Report By
 CO1542  HISTORY     - 1982     MONUMENTED       MSHD
 CO1542  HISTORY     - 19900425 SEE DESCRIPTION  MSHD
 CO1542
 CO1542                          STATION DESCRIPTION
 CO1542
 CO1542'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1542'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1542'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1542'(12.30 MI) TO THE POST OFFICE IN COLLINSVILLE, CONTINUE NORTHWEST ON
 CO1542'HWY 19  FOR 2.42 KM (1.50 MI) TO THE CULVERT AND THE MARK ON THE RIGHT
 CO1542'JUST BEYOND WOODS ROAD.  IT IS 28.96 M (95.0 FT) NORTHWEST CENTER OF A
 CO1542'WOODS ROAD, 8.38 M (27.5 FT) NORTHWEST OF THE CENTER HWY 19, 0.30 M
 CO1542'(1.0 FT) SOUTHEAST OF A METAL WITNESS POST AND SET IN A DRILL HOLE IN
 CO1542'THE NORTHWEST END OF NORTHEAST HEADWALL OF A BOX CULVERT.
 CO1542
 CO1542                          STATION RECOVERY (1990)
 CO1542
 CO1542'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1542'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. MARK IS
 CO1542'LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF COLLINSVILLE IN THE NORTH
 CO1542'ANGLE OF THE JUNCTION OF A CONCRETE DRIVEWAY WITH STATE HIGHWAY 19
 CO1542'AND IS IN SECTION 21, T 8N, R 14E. ( NOTE ) DELETE THE MEASUREMENT TO
 CO1542'THE WOODS ROAD AND ADD IT IS 96 FT (29.3 M) NORTHWEST OF THE CENTER
 CO1542'OF A CONCRETE DRIVEWAY LEADING TO A LARGE BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1543 ***********************************************************************
 CO1543  DESIGNATION -  19 V 17
 CO1543  PID         -  CO1543
 CO1543  STATE/COUNTY-  MS/LAUDERDALE
 CO1543  USGS QUAD   -  POST (1985)
 CO1543
 CO1543                         *CURRENT SURVEY CONTROL
 CO1543  ___________________________________________________________________
 CO1543* NAD 83(1986)-  32 31 36.     (N)    088 53 06.     (W)     SCALED    
 CO1543* NAVD 88     -       150.980  (meters)     495.34   (feet)  ADJUSTED  
 CO1543  ___________________________________________________________________
 CO1543  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO1543  DYNAMIC HT  -         150.804 (meters)     494.76  (feet)  COMP
 CO1543  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CO1543
 CO1543  VERT ORDER  -  SECOND    CLASS II
 CO1543
 CO1543.The horizontal coordinates were scaled from a topographic map and have
 CO1543.an estimated accuracy of +/- 6 seconds.
 CO1543
 CO1543.The orthometric height was determined by differential leveling
 CO1543.and adjusted in May 1996.
 CO1543
 CO1543.The geoid height was determined by GEOID03.
 CO1543
 CO1543.The dynamic height is computed by dividing the NAVD 88
 CO1543.geopotential number by the normal gravity value computed on the
 CO1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1543.degrees latitude (g = 980.6199 gals.).
 CO1543
 CO1543.The modeled gravity was interpolated from observed gravity values.
 CO1543
 CO1543;                    North         East    Units  Estimated Accuracy
 CO1543;SPC MS E     -   335,550.      295,150.      MT  (+/- 180 meters Scaled)
 CO1543
 CO1543                          SUPERSEDED SURVEY CONTROL
 CO1543
 CO1543.No superseded survey control is available for this station.
 CO1543
 CO1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB229003(NAD 83)
 CO1543_MARKER: DR = REFERENCE MARK DISK
 CO1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1543_SP_SET: CONCRETE POST
 CO1543_STAMPING: BM 19 V 17 1982
 CO1543_MARK LOGO: MSHD  
 CO1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1543+STABILITY: SURFACE MOTION
 CO1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1543+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 CO1543
 CO1543  HISTORY     - Date     Condition        Report By
 CO1543  HISTORY     - 1982     MONUMENTED       MSHD
 CO1543  HISTORY     - 19900425 SEE DESCRIPTION  MSHD
 CO1543
 CO1543                          STATION DESCRIPTION
 CO1543
 CO1543'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1543'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1543'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1543'(12.30 MI) TO THE POST OFFICE IN COLLINSVILLE, CONTINUE NORTHWEST ON
 CO1543'HWY 19  FOR  3.22 KM (2.00 MI) TO A CROSSROAD, CONTINUE NORTHWEST ON
 CO1543'HWY 19 FOR 0.64 KM (0.40 MI) TO A WOODS ROAD AND THE MARK ON THE
 CO1543'RIGHT.  IT IS 12.34 M (40.5 FT) NORTHEAST CENTER HWY 19, 10.67 M
 CO1543'(35.0 FT) SOUTHEAST CENTER WOODS ROAD, 1.68 M (5.5 FT) SOUTHWEST OF A
 CO1543'14 INCH OAK TREE AND 0.30 M (1.0 FT) NORTHWEST OF A METAL WITNESS POST
 CO1543'AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1543
 CO1543                          STATION RECOVERY (1990)
 CO1543
 CO1543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1543'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1543'IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHWEST OF THE CENTER OF
 CO1543'COLLINSVILLE, ON THE NORTHEAST R.O.W. OF STATE HIGHWAY 19 AND IS IN
 CO1543'SECTION 20, T 8N, R 14E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1544 ***********************************************************************
 CO1544  DESIGNATION -  19 V 18
 CO1544  PID         -  CO1544
 CO1544  STATE/COUNTY-  MS/LAUDERDALE
 CO1544  USGS QUAD   -  POST (1985)
 CO1544
 CO1544                         *CURRENT SURVEY CONTROL
 CO1544  ___________________________________________________________________
 CO1544* NAD 83(1986)-  32 31 36.     (N)    088 53 40.     (W)     SCALED    
 CO1544* NAVD 88     -       147.599  (meters)     484.25   (feet)  ADJUSTED  
 CO1544  ___________________________________________________________________
 CO1544  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1544  DYNAMIC HT  -         147.426 (meters)     483.68  (feet)  COMP
 CO1544  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 CO1544
 CO1544  VERT ORDER  -  SECOND    CLASS II
 CO1544
 CO1544.The horizontal coordinates were scaled from a topographic map and have
 CO1544.an estimated accuracy of +/- 6 seconds.
 CO1544
 CO1544.The orthometric height was determined by differential leveling
 CO1544.and adjusted in May 1996.
 CO1544
 CO1544.The geoid height was determined by GEOID03.
 CO1544
 CO1544.The dynamic height is computed by dividing the NAVD 88
 CO1544.geopotential number by the normal gravity value computed on the
 CO1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1544.degrees latitude (g = 980.6199 gals.).
 CO1544
 CO1544.The modeled gravity was interpolated from observed gravity values.
 CO1544
 CO1544;                    North         East    Units  Estimated Accuracy
 CO1544;SPC MS E     -   335,550.      294,260.      MT  (+/- 180 meters Scaled)
 CO1544
 CO1544                          SUPERSEDED SURVEY CONTROL
 CO1544
 CO1544.No superseded survey control is available for this station.
 CO1544
 CO1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB220003(NAD 83)
 CO1544_MARKER: DR = REFERENCE MARK DISK
 CO1544_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1544_SP_SET: CONCRETE PIPE
 CO1544_STAMPING: BM 19 V 18 1982
 CO1544_MARK LOGO: MSHD  
 CO1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1544+STABILITY: SURFACE MOTION
 CO1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1544+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 CO1544
 CO1544  HISTORY     - Date     Condition        Report By
 CO1544  HISTORY     - 1982     MONUMENTED       MSHD
 CO1544  HISTORY     - 19900425 SEE DESCRIPTION  MSHD
 CO1544
 CO1544                          STATION DESCRIPTION
 CO1544
 CO1544'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1544'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1544'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1544'(12.30 MI) TO THE POST OFFICE IN COLLINSVILLE, CONTINUE NORTHWEST ON
 CO1544'HWY 19  FOR  5.23 KM (3.25 MI) TO A CROSSROAD AND THE MARK ON THE
 CO1544'RIGHT.  IT IS 27.74 M (91.0 FT) SOUTHEAST OF CENTER GRAVELED ROAD,
 CO1544'20.73 M (68.0 FT) EAST OF A POWER LINE POLE WITH TRANSFORMER, 5.64 M
 CO1544'(18.5 FT) NORTHEAST CENTER HWY 19, IN THE NORTHWEST END OF THE
 CO1544'NORTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE UNDER THE HIGHWAY.
 CO1544'UNDER THE HWY.
 CO1544
 CO1544                          STATION RECOVERY (1990)
 CO1544
 CO1544'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1544'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1544'IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHWEST OF COLLINSVILLE IN THE
 CO1544'EAST ANGLE OF A CROSSROAD AND IS IN SECTION 20, T 8N, R 14E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1545 ***********************************************************************
 CO1545  DESIGNATION -  19 V 19
 CO1545  PID         -  CO1545
 CO1545  STATE/COUNTY-  MS/LAUDERDALE
 CO1545  USGS QUAD   -  POST (1985)
 CO1545
 CO1545                         *CURRENT SURVEY CONTROL
 CO1545  ___________________________________________________________________
 CO1545* NAD 83(1986)-  32 32 21.     (N)    088 54 35.     (W)     SCALED    
 CO1545* NAVD 88     -       136.379  (meters)     447.44   (feet)  ADJUSTED  
 CO1545  ___________________________________________________________________
 CO1545  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1545  DYNAMIC HT  -         136.219 (meters)     446.91  (feet)  COMP
 CO1545  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 CO1545
 CO1545  VERT ORDER  -  SECOND    CLASS II
 CO1545
 CO1545.The horizontal coordinates were scaled from a topographic map and have
 CO1545.an estimated accuracy of +/- 6 seconds.
 CO1545
 CO1545.The orthometric height was determined by differential leveling
 CO1545.and adjusted in May 1996.
 CO1545
 CO1545.The geoid height was determined by GEOID03.
 CO1545
 CO1545.The dynamic height is computed by dividing the NAVD 88
 CO1545.geopotential number by the normal gravity value computed on the
 CO1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1545.degrees latitude (g = 980.6199 gals.).
 CO1545
 CO1545.The modeled gravity was interpolated from observed gravity values.
 CO1545
 CO1545;                    North         East    Units  Estimated Accuracy
 CO1545;SPC MS E     -   336,940.      292,830.      MT  (+/- 180 meters Scaled)
 CO1545
 CO1545                          SUPERSEDED SURVEY CONTROL
 CO1545
 CO1545.No superseded survey control is available for this station.
 CO1545
 CO1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB206018(NAD 83)
 CO1545_MARKER: DR = REFERENCE MARK DISK
 CO1545_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1545_SP_SET: BOX CULVERT
 CO1545_STAMPING: BM 19 V 19 1982
 CO1545_MARK LOGO: MSHD  
 CO1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1545+STABILITY: SURFACE MOTION
 CO1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1545+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 CO1545
 CO1545  HISTORY     - Date     Condition        Report By
 CO1545  HISTORY     - 1982     MONUMENTED       MSHD
 CO1545  HISTORY     - 19900425 SEE DESCRIPTION  MSHD
 CO1545
 CO1545                          STATION DESCRIPTION
 CO1545
 CO1545'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1545'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1545'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1545'(12.30 MI) TO THE POST OFFICE IN COLLINSVILLE, CONTINUE NORTHWEST ON
 CO1545'HWY 19  FOR  7.08 KM (4.40 MI) TO A  CULVERT AND THE MARK ON THE LEFT.
 CO1545'IT IS 9.45 M (31.0 FT) SOUTHWEST OF CENTER HWY 19, 9.14 M (30.0 FT)
 CO1545'NORTH OF A 24 INCH OAK TREE AND SET IN A DRILL HOLE IN THE SOUTHEAST
 CO1545'END OF THE SOUTHWEST HEADWALL OF A BOX CULVERT UNDER HWY 19.
 CO1545
 CO1545                          STATION RECOVERY (1990)
 CO1545
 CO1545'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1545'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1545'IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF COLLINSVILLE AND IS IN
 CO1545'SECTION 18, T 8N, R 14E. IT IS 1 FT (0.3 M) NORTHWEST OF A METAL
 CO1545'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1584 ***********************************************************************
 CO1584  DESIGNATION -  19 V 2 RESET
 CO1584  PID         -  CO1584
 CO1584  STATE/COUNTY-  MS/LAUDERDALE
 CO1584  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1584
 CO1584                         *CURRENT SURVEY CONTROL
 CO1584  ___________________________________________________________________
 CO1584* NAD 83(1986)-  32 21 41.     (N)    088 43 36.     (W)     SCALED    
 CO1584* NAVD 88     -       107.63   (meters)     353.1    (feet)  RESET     
 CO1584  ___________________________________________________________________
 CO1584  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1584  VERT ORDER  -  THIRD
 CO1584
 CO1584.The horizontal coordinates were scaled from a topographic map and have
 CO1584.an estimated accuracy of +/- 6 seconds.
 CO1584
 CO1584.The orthometric height was computed from unverified reset data.
 CO1584.No vertical observational check was made to the station.
 CO1584
 CO1584.The geoid height was determined by GEOID03.
 CO1584
 CO1584;                    North         East    Units  Estimated Accuracy
 CO1584;SPC MS E     -   317,230.      310,040.      MT  (+/- 180 meters Scaled)
 CO1584
 CO1584                          SUPERSEDED SURVEY CONTROL
 CO1584
 CO1584.No superseded survey control is available for this station.
 CO1584
 CO1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA375818(NAD 83)
 CO1584_MARKER: DV = VERTICAL CONTROL DISK
 CO1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1584_SP_SET: CONCRETE POST
 CO1584_STAMPING: 19V 2 RESET 1988
 CO1584_MARK LOGO: NGS   
 CO1584_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1584+STABILITY: SURFACE MOTION
 CO1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1584+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1584
 CO1584  HISTORY     - Date     Condition        Report By
 CO1584  HISTORY     - 1988     MONUMENTED       MSHD
 CO1584
 CO1584                          STATION DESCRIPTION
 CO1584
 CO1584'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1584'AT THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 19, IN THE WEST
 CO1584'EDGE OF MERIDIAN, IN THE SOUTHWEST ANGLE OF INTERSECTION, 37.0 M
 CO1584'(121.4 FT) EAST OF THE CENTER OF HIGHWAY 11, 24.0 M (78.7 FT) EAST OF
 CO1584'A METAL POLE SUPPORTING TRAFFIC LIGHT, 11.9 M (39.0 FT) SOUTH OF THE
 CO1584'CENTER OF 8TH STREET, 2.0 M (6.6 FT) EAST OF A POWER POLE WITH LAMP,
 CO1584'1.9 M (6.2 FT) SOUTH OF CURB OF STREET AND 0.3 M (1.0 FT) EAST OF A
 CO1584'METAL WITNESS POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1546 ***********************************************************************
 CO1546  DESIGNATION -  19 V 20
 CO1546  PID         -  CO1546
 CO1546  STATE/COUNTY-  MS/LAUDERDALE
 CO1546  USGS QUAD   -  POST (1985)
 CO1546
 CO1546                         *CURRENT SURVEY CONTROL
 CO1546  ___________________________________________________________________
 CO1546* NAD 83(1986)-  32 33 01.     (N)    088 55 00.     (W)     SCALED    
 CO1546* NAVD 88     -       148.220  (meters)     486.29   (feet)  ADJUSTED  
 CO1546  ___________________________________________________________________
 CO1546  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1546  DYNAMIC HT  -         148.047 (meters)     485.72  (feet)  COMP
 CO1546  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CO1546
 CO1546  VERT ORDER  -  SECOND    CLASS II
 CO1546
 CO1546.The horizontal coordinates were scaled from a topographic map and have
 CO1546.an estimated accuracy of +/- 6 seconds.
 CO1546
 CO1546.The orthometric height was determined by differential leveling
 CO1546.and adjusted in May 1996.
 CO1546
 CO1546.The geoid height was determined by GEOID03.
 CO1546
 CO1546.The dynamic height is computed by dividing the NAVD 88
 CO1546.geopotential number by the normal gravity value computed on the
 CO1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1546.degrees latitude (g = 980.6199 gals.).
 CO1546
 CO1546.The modeled gravity was interpolated from observed gravity values.
 CO1546
 CO1546;                    North         East    Units  Estimated Accuracy
 CO1546;SPC MS E     -   338,170.      292,170.      MT  (+/- 180 meters Scaled)
 CO1546
 CO1546                          SUPERSEDED SURVEY CONTROL
 CO1546
 CO1546.No superseded survey control is available for this station.
 CO1546
 CO1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB200030(NAD 83)
 CO1546_MARKER: DR = REFERENCE MARK DISK
 CO1546_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1546_SP_SET: CONCRETE PIPE
 CO1546_STAMPING: BM 19 V 20 1982
 CO1546_MARK LOGO: MSHD  
 CO1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1546+STABILITY: SURFACE MOTION
 CO1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1546+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 CO1546
 CO1546  HISTORY     - Date     Condition        Report By
 CO1546  HISTORY     - 1982     MONUMENTED       MSHD
 CO1546  HISTORY     - 19900425 SEE DESCRIPTION  MSHD
 CO1546
 CO1546                          STATION DESCRIPTION
 CO1546
 CO1546'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1546'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1546'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1546'(12.30 MI) TO THE POST OFFICE IN COLLINSVILLE, CONTINUE NORTHWEST ON
 CO1546'HWY 19  FOR  8.37 KM (5.20 MI) TO A  CULVERT AND THE MARK ON THE LEFT.
 CO1546'IT IS 22.25 M (73.0 FT) SOUTHEAST OF THE COUNTY LINE SIGN ON THE
 CO1546'SOUTHWEST SIDE OF THE HWY, 8.23 M (27.0 FT) SOUTHWEST OF CENTER HWY 19
 CO1546'AND SET IN A DRILL HOLE IN THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 CO1546'OF A 24 INCH CONCRETE PIPE.
 CO1546
 CO1546                          STATION RECOVERY (1990)
 CO1546
 CO1546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1546'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1546'IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF COLLINSVILLE NEAR THE
 CO1546'LAUDERDALE-NEWTON COUNTY LINE AND IS IN SECTION 7, T 8N, R 14E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1547 ***********************************************************************
 CO1547  DESIGNATION -  19 V 21
 CO1547  PID         -  CO1547
 CO1547  STATE/COUNTY-  MS/NEWTON
 CO1547  USGS QUAD   -  POST (1985)
 CO1547
 CO1547                         *CURRENT SURVEY CONTROL
 CO1547  ___________________________________________________________________
 CO1547* NAD 83(1986)-  32 33 20.     (N)    088 55 00.     (W)     SCALED    
 CO1547* NAVD 88     -       164.841  (meters)     540.82   (feet)  ADJUSTED  
 CO1547  ___________________________________________________________________
 CO1547  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CO1547  DYNAMIC HT  -         164.649 (meters)     540.19  (feet)  COMP
 CO1547  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CO1547
 CO1547  VERT ORDER  -  SECOND    CLASS II
 CO1547
 CO1547.The horizontal coordinates were scaled from a topographic map and have
 CO1547.an estimated accuracy of +/- 6 seconds.
 CO1547
 CO1547.The orthometric height was determined by differential leveling
 CO1547.and adjusted in May 1996.
 CO1547
 CO1547.The geoid height was determined by GEOID03.
 CO1547
 CO1547.The dynamic height is computed by dividing the NAVD 88
 CO1547.geopotential number by the normal gravity value computed on the
 CO1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1547.degrees latitude (g = 980.6199 gals.).
 CO1547
 CO1547.The modeled gravity was interpolated from observed gravity values.
 CO1547
 CO1547;                    North         East    Units  Estimated Accuracy
 CO1547;SPC MS E     -   338,760.      292,170.      MT  (+/- 180 meters Scaled)
 CO1547
 CO1547                          SUPERSEDED SURVEY CONTROL
 CO1547
 CO1547.No superseded survey control is available for this station.
 CO1547
 CO1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB200036(NAD 83)
 CO1547_MARKER: DR = REFERENCE MARK DISK
 CO1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1547_SP_SET: CONCRETE POST
 CO1547_STAMPING: BM 19V 21 1982
 CO1547_MARK LOGO: MSHD  
 CO1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1547+STABILITY: SURFACE MOTION
 CO1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1547+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 CO1547
 CO1547  HISTORY     - Date     Condition        Report By
 CO1547  HISTORY     - 1982     MONUMENTED       MSHD
 CO1547  HISTORY     - 19890724 GOOD             MSHD
 CO1547
 CO1547                          STATION DESCRIPTION
 CO1547
 CO1547'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1547'TO REACH FROM THE JUNCTION OF US HWY 11 AND STATE HWY 19, IN THE
 CO1547'WESTERN SECTION OF MERIDIAN, GO NORTHWEST ON STATE HWY 19 FOR 19.80 KM
 CO1547'(12.30 MI) TO THE POST OFFICE IN COLLINVILLE, CONTINUE NORTHWEST ON
 CO1547'HIGHWAY 19 FOR 9.34 KM (5.80 MI) TO THE MT NEBO BAPTIST CHURCH
 CO1547'CEMETERY AND THE MARK ON THE LEFT.  IT IS 47.40 M (155.5 FT) NORTH OF
 CO1547'THE LNORTH CORNER OF MT NEBO BAPTIST CHURCH, 31.70 M (104.0 FT)
 CO1547'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 18.90 M (62.0 FT)
 CO1547'SOUTHWEST CENTER HWY 19, 5.18 M (17.0 FT) NORTH OF A 7 INCH TWIN CEDAR
 CO1547'TREE, 0.49 M (1.6 FT) NORTHEAST OF A FENCE CORNER OF FENCE AROUND THE
 CO1547'CEMETERY, 0.30 M (1.0 FT) NORTHWEST OF A METAL WITNESS POST AND SET IN
 CO1547'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND AND ABOUT 2.43 M
 CO1547'(8.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CO1547
 CO1547                          STATION RECOVERY (1989)
 CO1547
 CO1547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1548 ***********************************************************************
 CO1548  DESIGNATION -  19 V 22
 CO1548  PID         -  CO1548
 CO1548  STATE/COUNTY-  MS/NEWTON
 CO1548  USGS QUAD   -  POST (1985)
 CO1548
 CO1548                         *CURRENT SURVEY CONTROL
 CO1548  ___________________________________________________________________
 CO1548* NAD 83(1986)-  32 34 00.     (N)    088 55 40.     (W)     SCALED    
 CO1548* NAVD 88     -       151.108  (meters)     495.76   (feet)  ADJUSTED  
 CO1548  ___________________________________________________________________
 CO1548  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CO1548  DYNAMIC HT  -         150.932 (meters)     495.18  (feet)  COMP
 CO1548  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CO1548
 CO1548  VERT ORDER  -  SECOND    CLASS II
 CO1548
 CO1548.The horizontal coordinates were scaled from a topographic map and have
 CO1548.an estimated accuracy of +/- 6 seconds.
 CO1548
 CO1548.The orthometric height was determined by differential leveling
 CO1548.and adjusted in May 1996.
 CO1548
 CO1548.The geoid height was determined by GEOID03.
 CO1548
 CO1548.The dynamic height is computed by dividing the NAVD 88
 CO1548.geopotential number by the normal gravity value computed on the
 CO1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1548.degrees latitude (g = 980.6199 gals.).
 CO1548
 CO1548.The modeled gravity was interpolated from observed gravity values.
 CO1548
 CO1548;                    North         East    Units  Estimated Accuracy
 CO1548;SPC MS E     -   339,990.      291,130.      MT  (+/- 180 meters Scaled)
 CO1548
 CO1548                          SUPERSEDED SURVEY CONTROL
 CO1548
 CO1548.No superseded survey control is available for this station.
 CO1548
 CO1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB190048(NAD 83)
 CO1548_MARKER: DR = REFERENCE MARK DISK
 CO1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1548_SP_SET: CONCRETE POST
 CO1548_STAMPING: BM 19V 22 1982
 CO1548_MARK LOGO: MSHD  
 CO1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1548+STABILITY: SURFACE MOTION
 CO1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1548+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 CO1548
 CO1548  HISTORY     - Date     Condition        Report By
 CO1548  HISTORY     - 1982     MONUMENTED       MSHD
 CO1548  HISTORY     - 19890724 GOOD             MSHD
 CO1548  HISTORY     - 20051202 GOOD             MSSU
 CO1548
 CO1548                          STATION DESCRIPTION
 CO1548
 CO1548'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1548'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1548'STATE HIGHWAY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1548'RIGHT AND GO SOUTH ON HWY 19 FOR 28.34 KM (17.60 MI) TO JUNCTION OF
 CO1548'HWY 491, CONTINUE SOUTHEAST ON HWY 19 FOR 1.21 KM (0.75 MI) TO A SIDE
 CO1548'ROAD LEFT, JUST BEYOND A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.  IT
 CO1548'IS 21.79 M (71.5 FT)  NORTHEAST OF THE CENTER HWY 19, 17.37 M
 CO1548'(57.0 FT) SOUTHEAST CENTER BLACKTOP ROAD, 7.77 M (25.5 FT) SOUTHWEST
 CO1548'OF TELEPHONE CABLE JUNCTION BOX, 0.30 M (1.0 FT) NORTH OF A WITNESS
 CO1548'POST AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1548
 CO1548                          STATION RECOVERY (1989)
 CO1548
 CO1548'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1548'RECOVERED IN GOOD CONDITION.
 CO1548
 CO1548                          STATION RECOVERY (2005)
 CO1548
 CO1548'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (JPB)
 CO1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1549 ***********************************************************************
 CO1549  DESIGNATION -  19 V 23
 CO1549  PID         -  CO1549
 CO1549  STATE/COUNTY-  MS/NESHOBA
 CO1549  USGS QUAD   -  POST (1985)
 CO1549
 CO1549                         *CURRENT SURVEY CONTROL
 CO1549  ___________________________________________________________________
 CO1549* NAD 83(1986)-  32 34 40.     (N)    088 56 30.     (W)     SCALED    
 CO1549* NAVD 88     -       149.047  (meters)     489.00   (feet)  ADJUSTED  
 CO1549  ___________________________________________________________________
 CO1549  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1549  DYNAMIC HT  -         148.873 (meters)     488.43  (feet)  COMP
 CO1549  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 CO1549
 CO1549  VERT ORDER  -  SECOND    CLASS II
 CO1549
 CO1549.The horizontal coordinates were scaled from a topographic map and have
 CO1549.an estimated accuracy of +/- 6 seconds.
 CO1549
 CO1549.The orthometric height was determined by differential leveling
 CO1549.and adjusted in May 1996.
 CO1549
 CO1549.The geoid height was determined by GEOID03.
 CO1549
 CO1549.The dynamic height is computed by dividing the NAVD 88
 CO1549.geopotential number by the normal gravity value computed on the
 CO1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1549.degrees latitude (g = 980.6199 gals.).
 CO1549
 CO1549.The modeled gravity was interpolated from observed gravity values.
 CO1549
 CO1549;                    North         East    Units  Estimated Accuracy
 CO1549;SPC MS E     -   341,220.      289,830.      MT  (+/- 180 meters Scaled)
 CO1549
 CO1549                          SUPERSEDED SURVEY CONTROL
 CO1549
 CO1549.No superseded survey control is available for this station.
 CO1549
 CO1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB177061(NAD 83)
 CO1549_MARKER: DR = REFERENCE MARK DISK
 CO1549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1549_SP_SET: HEADWALL
 CO1549_STAMPING: BM 19V 23 1982
 CO1549_MARK LOGO: MSHD  
 CO1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1549+STABILITY: SURFACE MOTION
 CO1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1549+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1549
 CO1549  HISTORY     - Date     Condition        Report By
 CO1549  HISTORY     - 1982     MONUMENTED       MSHD
 CO1549
 CO1549                          STATION DESCRIPTION
 CO1549
 CO1549'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1549'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1549'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1549'RIGHT AND GO SOUTH ON HWY 19 FOR 20.13 KM (12.50 MI) TO THE
 CO1549'INTERSECTION HWY 492, CONTINULE SOUTHEAST ON HWY 19 FOR 7.73 KM
 CO1549'(4.80 MI) TO THE CULVERT AND THE MARK ON THE RIGHT.  IT IS 10.97 M
 CO1549'(36.0 FT) NORTHWEST CENTER HWY 19 AND SET IN A DRILL HOLE IN THE
 CO1549'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 36 INCH CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1550 ***********************************************************************
 CO1550  DESIGNATION -  19 V 24
 CO1550  PID         -  CO1550
 CO1550  STATE/COUNTY-  MS/NESHOBA
 CO1550  USGS QUAD   -  POST (1985)
 CO1550
 CO1550                         *CURRENT SURVEY CONTROL
 CO1550  ___________________________________________________________________
 CO1550* NAD 83(1986)-  32 35 30.     (N)    088 57 00.     (W)     SCALED    
 CO1550* NAVD 88     -       156.754  (meters)     514.28   (feet)  ADJUSTED  
 CO1550  ___________________________________________________________________
 CO1550  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1550  DYNAMIC HT  -         156.571 (meters)     513.68  (feet)  COMP
 CO1550  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 CO1550
 CO1550  VERT ORDER  -  SECOND    CLASS II
 CO1550
 CO1550.The horizontal coordinates were scaled from a topographic map and have
 CO1550.an estimated accuracy of +/- 6 seconds.
 CO1550
 CO1550.The orthometric height was determined by differential leveling
 CO1550.and adjusted in May 1996.
 CO1550
 CO1550.The geoid height was determined by GEOID03.
 CO1550
 CO1550.The dynamic height is computed by dividing the NAVD 88
 CO1550.geopotential number by the normal gravity value computed on the
 CO1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1550.degrees latitude (g = 980.6199 gals.).
 CO1550
 CO1550.The modeled gravity was interpolated from observed gravity values.
 CO1550
 CO1550;                    North         East    Units  Estimated Accuracy
 CO1550;SPC MS E     -   342,760.      289,050.      MT  (+/- 180 meters Scaled)
 CO1550
 CO1550                          SUPERSEDED SURVEY CONTROL
 CO1550
 CO1550.No superseded survey control is available for this station.
 CO1550
 CO1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB169076(NAD 83)
 CO1550_MARKER: DR = REFERENCE MARK DISK
 CO1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1550_SP_SET: CONCRETE POST
 CO1550_STAMPING: BM 19V 24 1982
 CO1550_MARK LOGO: MSHD  
 CO1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1550+STABILITY: SURFACE MOTION
 CO1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1550+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1550
 CO1550  HISTORY     - Date     Condition        Report By
 CO1550  HISTORY     - 1982     MONUMENTED       MSHD
 CO1550
 CO1550                          STATION DESCRIPTION
 CO1550
 CO1550'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1550'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1550'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1550'RIGHT AND GO SOUTH ON HWY 19 FOR 26.16 KM (16.25 MI) TO A CROSSROAD
 CO1550'AND THE MARK ON THE RIGHT.  IT IS 29.57 M (97.0 FT) SOUTHWEST CENTER
 CO1550'HWY 19, 14.02 M (46.0 FT) NORTHWEST CENTER BLACKTOP ROAD, 13.72 M
 CO1550'(45.0 FT) SOUTHWEST OF A SEASONAL TREE, 0.30 M (1.0 FT) WEST OF A
 CO1550'WITNESS POST AND IN TOP OF A ROUND CONCRETE POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1551 ***********************************************************************
 CO1551  DESIGNATION -  19 V 25
 CO1551  PID         -  CO1551
 CO1551  STATE/COUNTY-  MS/NESHOBA
 CO1551  USGS QUAD   -  POST (1985)
 CO1551
 CO1551                         *CURRENT SURVEY CONTROL
 CO1551  ___________________________________________________________________
 CO1551* NAD 83(1986)-  32 36 00.     (N)    088 57 45.     (W)     SCALED    
 CO1551* NAVD 88     -       155.555  (meters)     510.35   (feet)  ADJUSTED  
 CO1551  ___________________________________________________________________
 CO1551  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CO1551  DYNAMIC HT  -         155.374 (meters)     509.76  (feet)  COMP
 CO1551  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CO1551
 CO1551  VERT ORDER  -  SECOND    CLASS II
 CO1551
 CO1551.The horizontal coordinates were scaled from a topographic map and have
 CO1551.an estimated accuracy of +/- 6 seconds.
 CO1551
 CO1551.The orthometric height was determined by differential leveling
 CO1551.and adjusted in May 1996.
 CO1551
 CO1551.The geoid height was determined by GEOID03.
 CO1551
 CO1551.The dynamic height is computed by dividing the NAVD 88
 CO1551.geopotential number by the normal gravity value computed on the
 CO1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1551.degrees latitude (g = 980.6199 gals.).
 CO1551
 CO1551.The modeled gravity was interpolated from observed gravity values.
 CO1551
 CO1551;                    North         East    Units  Estimated Accuracy
 CO1551;SPC MS E     -   343,690.      287,880.      MT  (+/- 180 meters Scaled)
 CO1551
 CO1551                          SUPERSEDED SURVEY CONTROL
 CO1551
 CO1551.No superseded survey control is available for this station.
 CO1551
 CO1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB158086(NAD 83)
 CO1551_MARKER: DR = REFERENCE MARK DISK
 CO1551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1551_SP_SET: HEADWALL
 CO1551_STAMPING: BM 19V 25 1982
 CO1551_MARK LOGO: MSHD  
 CO1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1551+STABILITY: SURFACE MOTION
 CO1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1551+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1551
 CO1551  HISTORY     - Date     Condition        Report By
 CO1551  HISTORY     - 1982     MONUMENTED       MSHD
 CO1551
 CO1551                          STATION DESCRIPTION
 CO1551
 CO1551'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1551'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1551'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1551'RIGHT AND GO SOUTH ON HWY 19 FOR 23.10 KM (14.35 MI) TO A CROSSROAD,
 CO1551'CONTINUE SOUTHEAST ON HWY 19 FOR 1.45 KM (0.90 MI) TO THE MARK ON THE
 CO1551'LEFT.  IT IS 21.64 M (71.0 FT) SOUTHEAST OF CENTER PRIVATE ROAD, 14.73
 CO1551'M (48.3 FT) NORTHEAST CENTER HWY 19,  IN THE NORTHWEST END OF THE
 CO1551'NORTHEAST HEADWALL OF A PIPE CULVERT UNDER HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1552 ***********************************************************************
 CO1552  DESIGNATION -  19 V 26
 CO1552  PID         -  CO1552
 CO1552  STATE/COUNTY-  MS/NESHOBA
 CO1552  USGS QUAD   -  POST (1985)
 CO1552
 CO1552                         *CURRENT SURVEY CONTROL
 CO1552  ___________________________________________________________________
 CO1552* NAD 83(1986)-  32 36 40.     (N)    088 58 20.     (W)     SCALED    
 CO1552* NAVD 88     -       149.947  (meters)     491.95   (feet)  ADJUSTED  
 CO1552  ___________________________________________________________________
 CO1552  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CO1552  DYNAMIC HT  -         149.773 (meters)     491.38  (feet)  COMP
 CO1552  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CO1552
 CO1552  VERT ORDER  -  SECOND    CLASS II
 CO1552
 CO1552.The horizontal coordinates were scaled from a topographic map and have
 CO1552.an estimated accuracy of +/- 6 seconds.
 CO1552
 CO1552.The orthometric height was determined by differential leveling
 CO1552.and adjusted in May 1996.
 CO1552
 CO1552.The geoid height was determined by GEOID03.
 CO1552
 CO1552.The dynamic height is computed by dividing the NAVD 88
 CO1552.geopotential number by the normal gravity value computed on the
 CO1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1552.degrees latitude (g = 980.6199 gals.).
 CO1552
 CO1552.The modeled gravity was interpolated from observed gravity values.
 CO1552
 CO1552;                    North         East    Units  Estimated Accuracy
 CO1552;SPC MS E     -   344,920.      286,960.      MT  (+/- 180 meters Scaled)
 CO1552
 CO1552                          SUPERSEDED SURVEY CONTROL
 CO1552
 CO1552.No superseded survey control is available for this station.
 CO1552
 CO1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB149098(NAD 83)
 CO1552_MARKER: DR = REFERENCE MARK DISK
 CO1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1552_SP_SET: CONCRETE POST
 CO1552_STAMPING: BM 19V 26 1982
 CO1552_MARK LOGO: MSHD  
 CO1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1552+STABILITY: SURFACE MOTION
 CO1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1552+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1552
 CO1552  HISTORY     - Date     Condition        Report By
 CO1552  HISTORY     - 1982     MONUMENTED       MSHD
 CO1552
 CO1552                          STATION DESCRIPTION
 CO1552
 CO1552'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1552'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1552'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1552'RIGHT AND GO SOUTH ON HWY 19 FOR 20.13 KM (12.50 MI) TO JUNCTION HWY
 CO1552'492, CONTINUE SOUTHEAST ON HWY 19 FOR 2.74 KM (1.70 MI) TO THE MARK ON
 CO1552'THE LEFT.  IT IS 21.79 M (71.5 FT) NORTHEAST CENTER OF HWY, 13.11 M
 CO1552'(43.0 FT) OF A 36 INCH PECAN TREE, 11.58 M (38.0 FT) OF A 24 INCH
 CO1552'PECAN TREE, 0.61 M (2.0 FT) SOUTH OF A LONE FENCE POST AND SET IN TOP
 CO1552'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1553 ***********************************************************************
 CO1553  DESIGNATION -  19 V 27
 CO1553  PID         -  CO1553
 CO1553  STATE/COUNTY-  MS/NESHOBA
 CO1553  USGS QUAD   -  POST (1985)
 CO1553
 CO1553                         *CURRENT SURVEY CONTROL
 CO1553  ___________________________________________________________________
 CO1553* NAD 83(1986)-  32 37 00.     (N)    088 59 10.     (W)     SCALED    
 CO1553* NAVD 88     -       152.357  (meters)     499.86   (feet)  ADJUSTED  
 CO1553  ___________________________________________________________________
 CO1553  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CO1553  DYNAMIC HT  -         152.180 (meters)     499.28  (feet)  COMP
 CO1553  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 CO1553
 CO1553  VERT ORDER  -  SECOND    CLASS II
 CO1553
 CO1553.The horizontal coordinates were scaled from a topographic map and have
 CO1553.an estimated accuracy of +/- 6 seconds.
 CO1553
 CO1553.The orthometric height was determined by differential leveling
 CO1553.and adjusted in May 1996.
 CO1553
 CO1553.The geoid height was determined by GEOID03.
 CO1553
 CO1553.The dynamic height is computed by dividing the NAVD 88
 CO1553.geopotential number by the normal gravity value computed on the
 CO1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1553.degrees latitude (g = 980.6199 gals.).
 CO1553
 CO1553.The modeled gravity was interpolated from observed gravity values.
 CO1553
 CO1553;                    North         East    Units  Estimated Accuracy
 CO1553;SPC MS E     -   345,540.      285,660.      MT  (+/- 180 meters Scaled)
 CO1553
 CO1553                          SUPERSEDED SURVEY CONTROL
 CO1553
 CO1553.No superseded survey control is available for this station.
 CO1553
 CO1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB136105(NAD 83)
 CO1553_MARKER: DR = REFERENCE MARK DISK
 CO1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1553_SP_SET: CONCRETE POST
 CO1553_STAMPING: BM 19V 27
 CO1553_MARK LOGO: MSHD  
 CO1553_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1553+STABILITY: SURFACE MOTION
 CO1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1553+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1553
 CO1553  HISTORY     - Date     Condition        Report By
 CO1553  HISTORY     - 1982     MONUMENTED       MSHD
 CO1553
 CO1553                          STATION DESCRIPTION
 CO1553
 CO1553'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1553'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1553'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1553'RIGHT AND GO SOUTH ON HWY 19 FOR 20.13 KM (12.50 MI) TO INTERSECTION
 CO1553'STATE HWY 492, CONTINUE SOUTHEAST ON HWY 19 FOR 1.37 KM (0.85 MI) TO
 CO1553'THE MARK ON THE RIGHT. IT IS 22.56 M (74.0 FT) SOUTHWEST CENTER OF HWY
 CO1553'19, 2.13 M (7.0 FT)  NORTHWEST OF CENTER FARM ROAD, 0.91 M (3.0 FT)
 CO1553'NORTH NORTHWEST OF THE NORTHWEST GATE POST AND SET IN TOP OF A ROUND
 CO1553'CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1554 ***********************************************************************
 CO1554  DESIGNATION -  19 V 28
 CO1554  PID         -  CO1554
 CO1554  STATE/COUNTY-  MS/NESHOBA
 CO1554  USGS QUAD   -  DEEMER (1982)
 CO1554
 CO1554                         *CURRENT SURVEY CONTROL
 CO1554  ___________________________________________________________________
 CO1554* NAD 83(1986)-  32 37 30.     (N)    089 00 10.     (W)     SCALED    
 CO1554* NAVD 88     -       154.721  (meters)     507.61   (feet)  ADJUSTED  
 CO1554  ___________________________________________________________________
 CO1554  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO1554  DYNAMIC HT  -         154.541 (meters)     507.02  (feet)  COMP
 CO1554  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CO1554
 CO1554  VERT ORDER  -  SECOND    CLASS II
 CO1554
 CO1554.The horizontal coordinates were scaled from a topographic map and have
 CO1554.an estimated accuracy of +/- 6 seconds.
 CO1554
 CO1554.The orthometric height was determined by differential leveling
 CO1554.and adjusted in May 1996.
 CO1554
 CO1554.The geoid height was determined by GEOID03.
 CO1554
 CO1554.The dynamic height is computed by dividing the NAVD 88
 CO1554.geopotential number by the normal gravity value computed on the
 CO1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1554.degrees latitude (g = 980.6199 gals.).
 CO1554
 CO1554.The modeled gravity was interpolated from observed gravity values.
 CO1554
 CO1554;                    North         East    Units  Estimated Accuracy
 CO1554;SPC MS E     -   346,470.      284,100.      MT  (+/- 180 meters Scaled)
 CO1554
 CO1554                          SUPERSEDED SURVEY CONTROL
 CO1554
 CO1554.No superseded survey control is available for this station.
 CO1554
 CO1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB121114(NAD 83)
 CO1554_MARKER: DR = REFERENCE MARK DISK
 CO1554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1554_SP_SET: HEADWALL
 CO1554_STAMPING: BM 19V 28 1982
 CO1554_MARK LOGO: MSHD  
 CO1554_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1554+STABILITY: SURFACE MOTION
 CO1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1554+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1554
 CO1554  HISTORY     - Date     Condition        Report By
 CO1554  HISTORY     - 1982     MONUMENTED       MSHD
 CO1554
 CO1554                          STATION DESCRIPTION
 CO1554
 CO1554'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1554'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1554'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1554'RIGHT AND GO SOUTH ON HWY 19 FOR 19.72 KM (12.25 MI) TO THE MARK ON
 CO1554'THE RIGHT,  12.04 M (39.5 FT) SOUTHWEST CENTER OF HWY 19 AND IN THE
 CO1554'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 42 INCH CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1457 ***********************************************************************
 CO1457  DESIGNATION -  19 V 29
 CO1457  PID         -  CO1457
 CO1457  STATE/COUNTY-  MS/NESHOBA
 CO1457  USGS QUAD   -  DEEMER (1982)
 CO1457
 CO1457                         *CURRENT SURVEY CONTROL
 CO1457  ___________________________________________________________________
 CO1457* NAD 83(2007)-  32 38 03.09722(N)    089 00 55.24479(W)     ADJUSTED  
 CO1457* NAVD 88     -       149.79   (+/-2cm)     491.4    (feet)  VERTCON   
 CO1457  ___________________________________________________________________
 CO1457  EPOCH DATE  -        2002.00
 CO1457  X           -      92,394.168 (meters)                     COMP
 CO1457  Y           -  -5,375,770.075 (meters)                     COMP
 CO1457  Z           -   3,419,930.722 (meters)                     COMP
 CO1457  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CO1457  ELLIP HEIGHT-         122.156 (meters)          (02/10/07) ADJUSTED
 CO1457  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CO1457
 CO1457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1457  Type    PID    Designation                      North   East  Ellip
 CO1457  -------------------------------------------------------------------
 CO1457  NETWORK CO1457 19 V 29                           3.51   5.00   6.00
 CO1457  -------------------------------------------------------------------
 CO1457  VERT ORDER  -  THIRD ? (See Below)
 CO1457
 CO1457.The horizontal coordinates were established by GPS observations
 CO1457.and adjusted by the National Geodetic Survey in February 2007.
 CO1457
 CO1457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1457.The horizontal coordinates are valid at the epoch date displayed above.
 CO1457.The epoch date for horizontal control is a decimal equivalence
 CO1457.of Year/Month/Day.
 CO1457
 CO1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1457.The vertical order pertains to the NGVD 29 superseded value.
 CO1457
 CO1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1457
 CO1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1457
 CO1457.The ellipsoidal height was determined by GPS observations
 CO1457.and is referenced to NAD 83.
 CO1457
 CO1457.The geoid height was determined by GEOID03.
 CO1457
 CO1457;                    North         East     Units Scale Factor Converg.
 CO1457;SPC MS E     -   347,487.657   282,921.350   MT  0.99995360   -0 05 53.4
 CO1457;SPC MS E     - 1,140,049.09    928,217.80   sFT  0.99995360   -0 05 53.4
 CO1457;UTM  16      - 3,612,528.313   310,945.309   MT  1.00004074   -1 05 13.7
 CO1457
 CO1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1457!SPC MS E     -   0.99998082  x   0.99995360  =   0.99993442
 CO1457!UTM  16      -   0.99998082  x   1.00004074  =   1.00002156
 CO1457
 CO1457                          SUPERSEDED SURVEY CONTROL
 CO1457
 CO1457  ELLIP H (04/15/02)  122.097  (m)                       GP(       ) 4 1
 CO1457  NAD 83(1993)-  32 38 03.09930(N)    089 00 55.24307(W) AD(       ) 1
 CO1457  ELLIP H (05/13/94)  122.177  (m)                       GP(       ) 4 1
 CO1457  NAD 83(1986)-  32 38 03.11232(N)    089 00 55.24465(W) AD(       ) 1
 CO1457  NGVD 29 (02/20/88)  149.79   (m)          491.4    (f) LEVELING    3  
 CO1457
 CO1457.Superseded values are not recommended for survey control.
 CO1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1457.See file dsdata.txt to determine how the superseded data were derived.
 CO1457
 CO1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1094512528(NAD 83)
 CO1457_MARKER: DR = REFERENCE MARK DISK
 CO1457_SETTING: 0 = UNSPECIFIED SETTING
 CO1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1457+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CO1457
 CO1457  HISTORY     - Date     Condition        Report By
 CO1457  HISTORY     - 1987     MONUMENTED       NGS
 CO1457
 CO1457                          STATION DESCRIPTION
 CO1457
 CO1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CO1457'THE STATION IS LOCATED ABOUT 18.3 KM (11.4 MI)
 CO1457'SOUTH OF PHILADELPHIA ON HIGHWAY RIGHT-OF-WAY.
 CO1457'OWNERSHIP--STATE OF MISSISSIPPI.
 CO1457'
 CO1457'TO REACH THE STATION FROM THE COURTHOUSE IN PHILADELPHIA, GO
 CO1457'EAST FOR 0.4 KM (0.25 MI) ON BEACON STREET (STATE HIGHWAY 16) TO
 CO1457'THE JUNCTION OF STATE HIGHWAY 19.
 CO1457'TURN RIGHT AND GO SOUTH FOR 8.0 KM (4.95 MI) ON HIGHWAY 19 TO A
 CO1457'CROSS ROAD AND TUCKER SCHOOL ON THE RIGHT.
 CO1457'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 9.0 KM (5.6 MI) ON HIGHWAY
 CO1457'19 TO THE DRIVEWAY TO BRICK HOUSE AND MARK ON THE LEFT.  (THIS IS
 CO1457'1.9 KM (1.2 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 492.)
 CO1457'
 CO1457'THE STATION IS A STANDARD MSHD REFERENCE MARK DISK
 CO1457'STAMPED---BM 19 V 29 1982---,
 CO1457'SET INTO A DRILL HOLE IN TOP OF NORTHWEST END OF THE NORTHEAST
 CO1457'HEADWALL OF A 91 CM (36 IN) CONCRETE CULVERT UNDER HIGHWAY. LOCATED
 CO1457'6.2 METERS (20.5 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 CO1457'14.6 METERS (48.0 FT) SOUTHEAST FROM THE CENTER OF THE DRIVEWAY, AND
 CO1457'0.31 METERS (1.0 FT) SOUTHEAST FROM A METAL WITNESS POST AND SIGN.
 CO1457'
 CO1457'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1555 ***********************************************************************
 CO1555  DESIGNATION -  19 V 29
 CO1555  PID         -  CO1555
 CO1555  STATE/COUNTY-  MS/NESHOBA
 CO1555  USGS QUAD   -  DEEMER (1982)
 CO1555
 CO1555                         *CURRENT SURVEY CONTROL
 CO1555  ___________________________________________________________________
 CO1555* NAD 83(1986)-  32 38 00.     (N)    089 01 00.     (W)     SCALED    
 CO1555* NAVD 88     -       150.088  (meters)     492.41   (feet)  ADJUSTED  
 CO1555  ___________________________________________________________________
 CO1555  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CO1555  DYNAMIC HT  -         149.914 (meters)     491.84  (feet)  COMP
 CO1555  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CO1555
 CO1555  VERT ORDER  -  SECOND    CLASS II
 CO1555
 CO1555.The horizontal coordinates were scaled from a topographic map and have
 CO1555.an estimated accuracy of +/- 6 seconds.
 CO1555
 CO1555.The orthometric height was determined by differential leveling
 CO1555.and adjusted in May 1996.
 CO1555
 CO1555.The geoid height was determined by GEOID03.
 CO1555
 CO1555.The dynamic height is computed by dividing the NAVD 88
 CO1555.geopotential number by the normal gravity value computed on the
 CO1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1555.degrees latitude (g = 980.6199 gals.).
 CO1555
 CO1555.The modeled gravity was interpolated from observed gravity values.
 CO1555
 CO1555;                    North         East    Units  Estimated Accuracy
 CO1555;SPC MS E     -   347,390.      282,800.      MT  (+/- 180 meters Scaled)
 CO1555
 CO1555                          SUPERSEDED SURVEY CONTROL
 CO1555
 CO1555.No superseded survey control is available for this station.
 CO1555
 CO1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB108124(NAD 83)
 CO1555_MARKER: DR = REFERENCE MARK DISK
 CO1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1555_SP_SET: HEADWALL
 CO1555_STAMPING: BM 19V 29 1982
 CO1555_MARK LOGO: MSHD  
 CO1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1555+STABILITY: SURFACE MOTION
 CO1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1555+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1555
 CO1555  HISTORY     - Date     Condition        Report By
 CO1555  HISTORY     - 1982     MONUMENTED       MSHD
 CO1555
 CO1555                          STATION DESCRIPTION
 CO1555
 CO1555'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1555'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1555'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1555'RIGHT AND GO SOUTH ON HWY 19 FOR 18.11 KM (11.25 MI) TO THE MARK ON
 CO1555'THE LEFT,  6.25 M (20.5 FT) NORTHEAST CENTER OF HWY 19, IN THE
 CO1555'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE.
 CO1555'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1528 ***********************************************************************
 CO1528  DESIGNATION -  19 V 3
 CO1528  PID         -  CO1528
 CO1528  STATE/COUNTY-  MS/LAUDERDALE
 CO1528  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1528
 CO1528                         *CURRENT SURVEY CONTROL
 CO1528  ___________________________________________________________________
 CO1528* NAD 83(1986)-  32 22 19.     (N)    088 44 24.     (W)     SCALED    
 CO1528* NAVD 88     -        92.460  (meters)     303.35   (feet)  ADJUSTED  
 CO1528  ___________________________________________________________________
 CO1528  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1528  DYNAMIC HT  -          92.351 (meters)     302.99  (feet)  COMP
 CO1528  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 CO1528
 CO1528  VERT ORDER  -  SECOND    CLASS II
 CO1528
 CO1528.The horizontal coordinates were scaled from a topographic map and have
 CO1528.an estimated accuracy of +/- 6 seconds.
 CO1528
 CO1528.The orthometric height was determined by differential leveling
 CO1528.and adjusted in May 1996.
 CO1528
 CO1528.The geoid height was determined by GEOID03.
 CO1528
 CO1528.The dynamic height is computed by dividing the NAVD 88
 CO1528.geopotential number by the normal gravity value computed on the
 CO1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1528.degrees latitude (g = 980.6199 gals.).
 CO1528
 CO1528.The modeled gravity was interpolated from observed gravity values.
 CO1528
 CO1528;                    North         East    Units  Estimated Accuracy
 CO1528;SPC MS E     -   318,400.      308,780.      MT  (+/- 180 meters Scaled)
 CO1528
 CO1528                          SUPERSEDED SURVEY CONTROL
 CO1528
 CO1528.No superseded survey control is available for this station.
 CO1528
 CO1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA363829(NAD 83)
 CO1528_MARKER: DR = REFERENCE MARK DISK
 CO1528_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1528_SP_SET: BOX CULVERT
 CO1528_STAMPING: BM 19 V 3 1982
 CO1528_MARK LOGO: MSHD  
 CO1528_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1528+STABILITY: SURFACE MOTION
 CO1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1528+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 CO1528
 CO1528  HISTORY     - Date     Condition        Report By
 CO1528  HISTORY     - 1982     MONUMENTED       MSHD
 CO1528  HISTORY     - 19900514 GOOD             MSHD
 CO1528
 CO1528                          STATION DESCRIPTION
 CO1528
 CO1528'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1528'1.61 KM (1.00 MI) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 CO1528'OF U.S. HWY 11, IN THE WEST EDGE OF MERIDIAN TO THE INTERSECTION OF
 CO1528'65TH AVE AND THE MARK ON THE RIGHT, 40.23 M (132.0 FT) SOUTHEAST OF
 CO1528'THE PROJECTED CENTER OF 65TH AVE, 23.77 M (78.0 FT) NORTHEAST CENTER
 CO1528'HWY 19, 9.44 M (31.0 FT) SOUTHWEST OF A SUSPENDED SEWER LINE AND SET
 CO1528'IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 CO1528'CONCRETE BOX CULVERT.
 CO1528
 CO1528                          STATION RECOVERY (1990)
 CO1528
 CO1528'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1528'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1528'IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST NORTHWEST OF DOWNTOWN MERIDIAN,
 CO1528'IN A CONCRETE BOX CULVERT, IN BETWEEN THE MOORE CAREER COLLEGE AND
 CO1528'THE WAL-MART SHOPPING CENTER AND IS IN SECTION 11, T 6N, R 15E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1556 ***********************************************************************
 CO1556  DESIGNATION -  19 V 30
 CO1556  PID         -  CO1556
 CO1556  STATE/COUNTY-  MS/NESHOBA
 CO1556  USGS QUAD   -  DEEMER (1982)
 CO1556
 CO1556                         *CURRENT SURVEY CONTROL
 CO1556  ___________________________________________________________________
 CO1556* NAD 83(1986)-  32 38 55.     (N)    089 01 30.     (W)     SCALED    
 CO1556* NAVD 88     -       151.826  (meters)     498.12   (feet)  ADJUSTED  
 CO1556  ___________________________________________________________________
 CO1556  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CO1556  DYNAMIC HT  -         151.650 (meters)     497.54  (feet)  COMP
 CO1556  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 CO1556
 CO1556  VERT ORDER  -  SECOND    CLASS II
 CO1556
 CO1556.The horizontal coordinates were scaled from a topographic map and have
 CO1556.an estimated accuracy of +/- 6 seconds.
 CO1556
 CO1556.The orthometric height was determined by differential leveling
 CO1556.and adjusted in May 1996.
 CO1556
 CO1556.The geoid height was determined by GEOID03.
 CO1556
 CO1556.The dynamic height is computed by dividing the NAVD 88
 CO1556.geopotential number by the normal gravity value computed on the
 CO1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1556.degrees latitude (g = 980.6199 gals.).
 CO1556
 CO1556.The modeled gravity was interpolated from observed gravity values.
 CO1556
 CO1556;                    North         East    Units  Estimated Accuracy
 CO1556;SPC MS E     -   349,090.      282,020.      MT  (+/- 180 meters Scaled)
 CO1556
 CO1556                          SUPERSEDED SURVEY CONTROL
 CO1556
 CO1556.No superseded survey control is available for this station.
 CO1556
 CO1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB100141(NAD 83)
 CO1556_MARKER: DR = REFERENCE MARK DISK
 CO1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1556_SP_SET: HEADWALL
 CO1556_STAMPING: BM 19V 30 1982
 CO1556_MARK LOGO: MSHD  
 CO1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1556+STABILITY: SURFACE MOTION
 CO1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1556+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1556
 CO1556  HISTORY     - Date     Condition        Report By
 CO1556  HISTORY     - 1982     MONUMENTED       MSHD
 CO1556
 CO1556                          STATION DESCRIPTION
 CO1556
 CO1556'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1556'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1556'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1556'RIGHT AND GO SOUTH ON HWY 19 FOR 15.13 KM (9.40 MI) TO A SIDE ROAD
 CO1556'LEFT, CONTINUE SOUTHEAST ON HWY 19 FOR 1.21 KM (0.75 MI) TO THE MARK
 CO1556'ON THE RIGHT.  IT IS 20.12 M (66.0 FT) SOUTHEAST OF POWER POLE NO.
 CO1556'148, 7.62 M (25.0 FT) SOUTHWEST OF CENTER HWY 19 AND SET IN A DRILL
 CO1556'HOLE IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1557 ***********************************************************************
 CO1557  DESIGNATION -  19 V 31
 CO1557  PID         -  CO1557
 CO1557  STATE/COUNTY-  MS/NESHOBA
 CO1557  USGS QUAD   -  DEEMER (1982)
 CO1557
 CO1557                         *CURRENT SURVEY CONTROL
 CO1557  ___________________________________________________________________
 CO1557* NAD 83(1986)-  32 39 45.     (N)    089 01 50.     (W)     SCALED    
 CO1557* NAVD 88     -       161.352  (meters)     529.37   (feet)  ADJUSTED  
 CO1557  ___________________________________________________________________
 CO1557  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CO1557  DYNAMIC HT  -         161.165 (meters)     528.76  (feet)  COMP
 CO1557  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CO1557
 CO1557  VERT ORDER  -  SECOND    CLASS II
 CO1557
 CO1557.The horizontal coordinates were scaled from a topographic map and have
 CO1557.an estimated accuracy of +/- 6 seconds.
 CO1557
 CO1557.The orthometric height was determined by differential leveling
 CO1557.and adjusted in May 1996.
 CO1557
 CO1557.The geoid height was determined by GEOID03.
 CO1557
 CO1557.The dynamic height is computed by dividing the NAVD 88
 CO1557.geopotential number by the normal gravity value computed on the
 CO1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1557.degrees latitude (g = 980.6199 gals.).
 CO1557
 CO1557.The modeled gravity was interpolated from observed gravity values.
 CO1557
 CO1557;                    North         East    Units  Estimated Accuracy
 CO1557;SPC MS E     -   350,630.      281,500.      MT  (+/- 180 meters Scaled)
 CO1557
 CO1557                          SUPERSEDED SURVEY CONTROL
 CO1557
 CO1557.No superseded survey control is available for this station.
 CO1557
 CO1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB095156(NAD 83)
 CO1557_MARKER: DR = REFERENCE MARK DISK
 CO1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1557_SP_SET: CONCRETE POST
 CO1557_STAMPING: BM 19V 31 1982
 CO1557_MARK LOGO: MSHD  
 CO1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1557+STABILITY: SURFACE MOTION
 CO1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1557+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1557
 CO1557  HISTORY     - Date     Condition        Report By
 CO1557  HISTORY     - 1982     MONUMENTED       MSHD
 CO1557
 CO1557                          STATION DESCRIPTION
 CO1557
 CO1557'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1557'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1557'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1557'RIGHT AND GO SOUTH ON HWY 19 FOR 14.65 KM (9.10 MI) TO A CROSSROAD,
 CO1557'CONTINUE SOUTHEAST ON HWY 19 FOR 0.32 KM (0.20 MI) TO THE MARK ON THE
 CO1557'LEFT,  21.03 M (69.0 FT) NORTHEAST OF CENTER HWY 19, 0.61 M (2.0 FT)
 CO1557'SOUTHEAST OF UTILITY POLE NO. 134, 0.30 M (1.0 FT) SOUTHEAST OF WITNES
 CO1557'AND SET IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1557'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1558 ***********************************************************************
 CO1558  DESIGNATION -  19 V 32
 CO1558  PID         -  CO1558
 CO1558  STATE/COUNTY-  MS/NESHOBA
 CO1558  USGS QUAD   -  DEEMER (1982)
 CO1558
 CO1558                         *CURRENT SURVEY CONTROL
 CO1558  ___________________________________________________________________
 CO1558* NAD 83(1986)-  32 40 30.     (N)    089 02 06.     (W)     SCALED    
 CO1558* NAVD 88     -       149.523  (meters)     490.56   (feet)  ADJUSTED  
 CO1558  ___________________________________________________________________
 CO1558  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO1558  DYNAMIC HT  -         149.350 (meters)     489.99  (feet)  COMP
 CO1558  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CO1558
 CO1558  VERT ORDER  -  SECOND    CLASS II
 CO1558
 CO1558.The horizontal coordinates were scaled from a topographic map and have
 CO1558.an estimated accuracy of +/- 6 seconds.
 CO1558
 CO1558.The orthometric height was determined by differential leveling
 CO1558.and adjusted in May 1996.
 CO1558
 CO1558.The geoid height was determined by GEOID03.
 CO1558
 CO1558.The dynamic height is computed by dividing the NAVD 88
 CO1558.geopotential number by the normal gravity value computed on the
 CO1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1558.degrees latitude (g = 980.6199 gals.).
 CO1558
 CO1558.The modeled gravity was interpolated from observed gravity values.
 CO1558
 CO1558;                    North         East    Units  Estimated Accuracy
 CO1558;SPC MS E     -   352,020.      281,090.      MT  (+/- 180 meters Scaled)
 CO1558
 CO1558                          SUPERSEDED SURVEY CONTROL
 CO1558
 CO1558.No superseded survey control is available for this station.
 CO1558
 CO1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB091170(NAD 83)
 CO1558_MARKER: DR = REFERENCE MARK DISK
 CO1558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1558_SP_SET: HEADWALL
 CO1558_STAMPING: BM 19V 32 1982
 CO1558_MARK LOGO: MSHD  
 CO1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1558+STABILITY: SURFACE MOTION
 CO1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1558+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1558
 CO1558  HISTORY     - Date     Condition        Report By
 CO1558  HISTORY     - 1982     MONUMENTED       MSHD
 CO1558
 CO1558                          STATION DESCRIPTION
 CO1558
 CO1558'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1558'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1558'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1558'RIGHT AND GO SOUTH ON HWY 19 FOR 12.88 KM (8.00 MI) TO A CROSSROAD,
 CO1558'CONTINUE SOUTHEAST ON HWY 19 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE
 CO1558'LEFT.  IT IS 7.77 M (25.5 FT) NORTHEAST CENTER OF HWY 19,  IN THE
 CO1558'NORTHWEST END OF THE HEADWALL OF A 24 INCH CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1559 ***********************************************************************
 CO1559  DESIGNATION -  19 V 33
 CO1559  PID         -  CO1559
 CO1559  STATE/COUNTY-  MS/NESHOBA
 CO1559  USGS QUAD   -  DEEMER (1982)
 CO1559
 CO1559                         *CURRENT SURVEY CONTROL
 CO1559  ___________________________________________________________________
 CO1559* NAD 83(1986)-  32 41 06.     (N)    089 02 25.     (W)     SCALED    
 CO1559* NAVD 88     -       139.910  (meters)     459.02   (feet)  ADJUSTED  
 CO1559  ___________________________________________________________________
 CO1559  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO1559  DYNAMIC HT  -         139.747 (meters)     458.49  (feet)  COMP
 CO1559  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 CO1559
 CO1559  VERT ORDER  -  SECOND    CLASS II
 CO1559
 CO1559.The horizontal coordinates were scaled from a topographic map and have
 CO1559.an estimated accuracy of +/- 6 seconds.
 CO1559
 CO1559.The orthometric height was determined by differential leveling
 CO1559.and adjusted in May 1996.
 CO1559
 CO1559.The geoid height was determined by GEOID03.
 CO1559
 CO1559.The dynamic height is computed by dividing the NAVD 88
 CO1559.geopotential number by the normal gravity value computed on the
 CO1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1559.degrees latitude (g = 980.6199 gals.).
 CO1559
 CO1559.The modeled gravity was interpolated from observed gravity values.
 CO1559
 CO1559;                    North         East    Units  Estimated Accuracy
 CO1559;SPC MS E     -   353,130.      280,590.      MT  (+/- 180 meters Scaled)
 CO1559
 CO1559                          SUPERSEDED SURVEY CONTROL
 CO1559
 CO1559.No superseded survey control is available for this station.
 CO1559
 CO1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB087182(NAD 83)
 CO1559_MARKER: DR = REFERENCE MARK DISK
 CO1559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1559_SP_SET: HEADWALL
 CO1559_STAMPING: BM 19V 33 1982
 CO1559_MARK LOGO: MSHD  
 CO1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1559+STABILITY: SURFACE MOTION
 CO1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1559+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1559
 CO1559  HISTORY     - Date     Condition        Report By
 CO1559  HISTORY     - 1982     MONUMENTED       MSHD
 CO1559
 CO1559                          STATION DESCRIPTION
 CO1559
 CO1559'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1559'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1559'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1559'RIGHT AND GO SOUTH ON HWY 19 FOR 11.55 KM (7.20 MI) TO A CROSSROAD,
 CO1559'CONTINUE SOUTHEAST ON HWY 19 FOR 0.40 KM (0.25 MI) TO THE CULVERT AND
 CO1559'THE MARK ON THE LEFT.  IT IS 5.49 M (18.0 FT) NORTHEAST CENTER OF HWY
 CO1559'19 AND SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 CO1559'HEADWALL OF A BOX CULVERT UNDER HWY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1560 ***********************************************************************
 CO1560  DESIGNATION -  19 V 34
 CO1560  PID         -  CO1560
 CO1560  STATE/COUNTY-  MS/NESHOBA
 CO1560  USGS QUAD   -  DEEMER (1982)
 CO1560
 CO1560                         *CURRENT SURVEY CONTROL
 CO1560  ___________________________________________________________________
 CO1560* NAD 83(1986)-  32 41 40.     (N)    089 02 40.     (W)     SCALED    
 CO1560* NAVD 88     -       135.857  (meters)     445.72   (feet)  ADJUSTED  
 CO1560  ___________________________________________________________________
 CO1560  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO1560  DYNAMIC HT  -         135.700 (meters)     445.21  (feet)  COMP
 CO1560  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CO1560
 CO1560  VERT ORDER  -  SECOND    CLASS II
 CO1560
 CO1560.The horizontal coordinates were scaled from a topographic map and have
 CO1560.an estimated accuracy of +/- 6 seconds.
 CO1560
 CO1560.The orthometric height was determined by differential leveling
 CO1560.and adjusted in May 1996.
 CO1560
 CO1560.The geoid height was determined by GEOID03.
 CO1560
 CO1560.The dynamic height is computed by dividing the NAVD 88
 CO1560.geopotential number by the normal gravity value computed on the
 CO1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1560.degrees latitude (g = 980.6199 gals.).
 CO1560
 CO1560.The modeled gravity was interpolated from observed gravity values.
 CO1560
 CO1560;                    North         East    Units  Estimated Accuracy
 CO1560;SPC MS E     -   354,170.      280,200.      MT  (+/- 180 meters Scaled)
 CO1560
 CO1560                          SUPERSEDED SURVEY CONTROL
 CO1560
 CO1560.No superseded survey control is available for this station.
 CO1560
 CO1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB083192(NAD 83)
 CO1560_MARKER: DR = REFERENCE MARK DISK
 CO1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO1560_SP_SET: BRIDGE RAILING
 CO1560_STAMPING: BM 19V 34 1982
 CO1560_MARK LOGO: MSHD  
 CO1560_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1560+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1560
 CO1560  HISTORY     - Date     Condition        Report By
 CO1560  HISTORY     - 1982     MONUMENTED       MSHD
 CO1560
 CO1560                          STATION DESCRIPTION
 CO1560
 CO1560'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1560'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1560'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1560'RIGHT AND GO SOUTH ON HWY 19 FOR 10.71 KM (6.65 MI) TO A BRIDGE AND
 CO1560'MARK ON THE RIGHT,  3.35 M (11.0 FT) SOUTHWEST CENTER OF HWY 19,
 CO1560'IN THE BASE OF THE CURVED END OF CONCRETE RAILING OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1561 ***********************************************************************
 CO1561  DESIGNATION -  19 V 35
 CO1561  PID         -  CO1561
 CO1561  STATE/COUNTY-  MS/NESHOBA
 CO1561  USGS QUAD   -  DEEMER (1982)
 CO1561
 CO1561                         *CURRENT SURVEY CONTROL
 CO1561  ___________________________________________________________________
 CO1561* NAD 83(1986)-  32 42 25.     (N)    089 03 00.     (W)     SCALED    
 CO1561* NAVD 88     -       142.051  (meters)     466.05   (feet)  ADJUSTED  
 CO1561  ___________________________________________________________________
 CO1561  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO1561  DYNAMIC HT  -         141.887 (meters)     465.51  (feet)  COMP
 CO1561  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CO1561
 CO1561  VERT ORDER  -  SECOND    CLASS II
 CO1561
 CO1561.The horizontal coordinates were scaled from a topographic map and have
 CO1561.an estimated accuracy of +/- 6 seconds.
 CO1561
 CO1561.The orthometric height was determined by differential leveling
 CO1561.and adjusted in May 1996.
 CO1561
 CO1561.The geoid height was determined by GEOID03.
 CO1561
 CO1561.The dynamic height is computed by dividing the NAVD 88
 CO1561.geopotential number by the normal gravity value computed on the
 CO1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1561.degrees latitude (g = 980.6199 gals.).
 CO1561
 CO1561.The modeled gravity was interpolated from observed gravity values.
 CO1561
 CO1561;                    North         East    Units  Estimated Accuracy
 CO1561;SPC MS E     -   355,560.      279,690.      MT  (+/- 180 meters Scaled)
 CO1561
 CO1561                          SUPERSEDED SURVEY CONTROL
 CO1561
 CO1561.No superseded survey control is available for this station.
 CO1561
 CO1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB078206(NAD 83)
 CO1561_MARKER: DR = REFERENCE MARK DISK
 CO1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1561_SP_SET: CONCRETE POST
 CO1561_STAMPING: BM 19V 35 1982
 CO1561_MARK LOGO: MSHD  
 CO1561_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1561+STABILITY: SURFACE MOTION
 CO1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1561+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1561
 CO1561  HISTORY     - Date     Condition        Report By
 CO1561  HISTORY     - 1982     MONUMENTED       MSHD
 CO1561
 CO1561                          STATION DESCRIPTION
 CO1561
 CO1561'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1561'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1561'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1561'RIGHT AND GO SOUTH ON HWY 19 FOR 9.18 KM (5.70 MI) TO A CROSSROAD AND
 CO1561'MARK ON THE LEFT.  IT IS 23.16 M (76.0 FT) NORTHEAST CENTER OF HWY 19,
 CO1561'12.50 M (41.0 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE TO A
 CO1561'BLACKTOP ROAD, 0.91 M (3.0 FT) SOUTH OF A POWER LINE POLE AND SET IN
 CO1561'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND AND 0.30 M
 CO1561'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1562 ***********************************************************************
 CO1562  DESIGNATION -  19 V 36
 CO1562  PID         -  CO1562
 CO1562  STATE/COUNTY-  MS/NESHOBA
 CO1562  USGS QUAD   -  DEEMER (1982)
 CO1562
 CO1562                         *CURRENT SURVEY CONTROL
 CO1562  ___________________________________________________________________
 CO1562* NAD 83(1986)-  32 43 00.     (N)    089 03 50.     (W)     SCALED    
 CO1562* NAVD 88     -       143.379  (meters)     470.40   (feet)  ADJUSTED  
 CO1562  ___________________________________________________________________
 CO1562  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CO1562  DYNAMIC HT  -         143.214 (meters)     469.86  (feet)  COMP
 CO1562  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CO1562
 CO1562  VERT ORDER  -  SECOND    CLASS II
 CO1562
 CO1562.The horizontal coordinates were scaled from a topographic map and have
 CO1562.an estimated accuracy of +/- 6 seconds.
 CO1562
 CO1562.The orthometric height was determined by differential leveling
 CO1562.and adjusted in May 1996.
 CO1562
 CO1562.The geoid height was determined by GEOID03.
 CO1562
 CO1562.The dynamic height is computed by dividing the NAVD 88
 CO1562.geopotential number by the normal gravity value computed on the
 CO1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1562.degrees latitude (g = 980.6199 gals.).
 CO1562
 CO1562.The modeled gravity was interpolated from observed gravity values.
 CO1562
 CO1562;                    North         East    Units  Estimated Accuracy
 CO1562;SPC MS E     -   356,640.      278,390.      MT  (+/- 180 meters Scaled)
 CO1562
 CO1562                          SUPERSEDED SURVEY CONTROL
 CO1562
 CO1562.No superseded survey control is available for this station.
 CO1562
 CO1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB065217(NAD 83)
 CO1562_MARKER: DR = REFERENCE MARK DISK
 CO1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1562_SP_SET: CONCRETE POST
 CO1562_STAMPING: BM 19V 36 1982
 CO1562_MARK LOGO: MSHD  
 CO1562_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1562+STABILITY: SURFACE MOTION
 CO1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1562+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1562
 CO1562  HISTORY     - Date     Condition        Report By
 CO1562  HISTORY     - 1982     MONUMENTED       MSHD
 CO1562
 CO1562                          STATION DESCRIPTION
 CO1562
 CO1562'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1562'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1562'STATE HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN
 CO1562'RIGHT AND GO SOUTH ON HWY 19 FOR 6.92 KM (4.30 MI) TO JUNCTION OF
 CO1562'TIDWELL ROAD, CONTINUE ON HWY 19 FOR 0.56 KM (0.35 MI) TO THE MARK ON
 CO1562'THE RIGHT.  IT IS 19.35 M (63.5 FT) SOUTHWEST CENTER OF HWY 19, 0.61 M
 CO1562'(2.0 FT) NORTH OF A FENCE CORNER SET IN TOP OF A ROUND CONCRETE POST,
 CO1562'FLUSH WITH THE GROUND AND 0.30 M (1.0 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1563 ***********************************************************************
 CO1563  DESIGNATION -  19 V 37
 CO1563  PID         -  CO1563
 CO1563  STATE/COUNTY-  MS/NESHOBA
 CO1563  USGS QUAD   -  DEEMER (1982)
 CO1563
 CO1563                         *CURRENT SURVEY CONTROL
 CO1563  ___________________________________________________________________
 CO1563* NAD 83(1986)-  32 43 42.     (N)    089 04 34.     (W)     SCALED    
 CO1563* NAVD 88     -       158.594  (meters)     520.32   (feet)  ADJUSTED  
 CO1563  ___________________________________________________________________
 CO1563  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1563  DYNAMIC HT  -         158.411 (meters)     519.72  (feet)  COMP
 CO1563  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CO1563
 CO1563  VERT ORDER  -  SECOND    CLASS II
 CO1563
 CO1563.The horizontal coordinates were scaled from a topographic map and have
 CO1563.an estimated accuracy of +/- 6 seconds.
 CO1563
 CO1563.The orthometric height was determined by differential leveling
 CO1563.and adjusted in May 1996.
 CO1563
 CO1563.The geoid height was determined by GEOID03.
 CO1563
 CO1563.The dynamic height is computed by dividing the NAVD 88
 CO1563.geopotential number by the normal gravity value computed on the
 CO1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1563.degrees latitude (g = 980.6199 gals.).
 CO1563
 CO1563.The modeled gravity was interpolated from observed gravity values.
 CO1563
 CO1563;                    North         East    Units  Estimated Accuracy
 CO1563;SPC MS E     -   357,940.      277,240.      MT  (+/- 180 meters Scaled)
 CO1563
 CO1563                          SUPERSEDED SURVEY CONTROL
 CO1563
 CO1563.No superseded survey control is available for this station.
 CO1563
 CO1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB054230(NAD 83)
 CO1563_MARKER: DR = REFERENCE MARK DISK
 CO1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1563_SP_SET: CONCRETE POST
 CO1563_STAMPING: BM 19V 37 1982
 CO1563_MARK LOGO: MSHD  
 CO1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1563+STABILITY: SURFACE MOTION
 CO1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1563+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1563
 CO1563  HISTORY     - Date     Condition        Report By
 CO1563  HISTORY     - 1982     MONUMENTED       MSHD
 CO1563
 CO1563                          STATION DESCRIPTION
 CO1563
 CO1563'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1563'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1563'FOR 0.40 KM (0.25 MI) TO HWY 19, TURN RIGHT SOUTH ON HWY 19 FOR 4.99
 CO1563'KM (3.10 MI) TO A SIDE ROAD RIGHT, CONTINUE SOUTHEAST ON HWY 19 FOR
 CO1563'0.81 KM (0.50 MI) TO A DRIVEWAY AND THE MARK ON THE LEFT.  IT IS 18.90
 CO1563'M (62.0 FT) NORTHEAST OF THE CENTER OF HWY 19, 5.18 M (17.0 FT)
 CO1563'SOUTHEAST OF CENTER OF GRAVEL DRIVEWAY, 0.91 M (3.0 FT) SOUTHEAST OF A
 CO1563'6 INCH TRIPPLE PERSIMMON TREE, 1.22 M (4.0 FT) SOUTH OF A FENCE
 CO1563'CORNER, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND
 CO1563'AND 0.30 M (1.0 FT) ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1564 ***********************************************************************
 CO1564  DESIGNATION -  19 V 38
 CO1564  PID         -  CO1564
 CO1564  STATE/COUNTY-  MS/NESHOBA
 CO1564  USGS QUAD   -  DEEMER (1982)
 CO1564
 CO1564                         *CURRENT SURVEY CONTROL
 CO1564  ___________________________________________________________________
 CO1564* NAD 83(1986)-  32 44 18.     (N)    089 05 12.     (W)     SCALED    
 CO1564* NAVD 88     -       138.341  (meters)     453.87   (feet)  ADJUSTED  
 CO1564  ___________________________________________________________________
 CO1564  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CO1564  DYNAMIC HT  -         138.182 (meters)     453.35  (feet)  COMP
 CO1564  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CO1564
 CO1564  VERT ORDER  -  SECOND    CLASS II
 CO1564
 CO1564.The horizontal coordinates were scaled from a topographic map and have
 CO1564.an estimated accuracy of +/- 6 seconds.
 CO1564
 CO1564.The orthometric height was determined by differential leveling
 CO1564.and adjusted in May 1996.
 CO1564
 CO1564.The geoid height was determined by GEOID03.
 CO1564
 CO1564.The dynamic height is computed by dividing the NAVD 88
 CO1564.geopotential number by the normal gravity value computed on the
 CO1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1564.degrees latitude (g = 980.6199 gals.).
 CO1564
 CO1564.The modeled gravity was interpolated from observed gravity values.
 CO1564
 CO1564;                    North         East    Units  Estimated Accuracy
 CO1564;SPC MS E     -   359,050.      276,260.      MT  (+/- 180 meters Scaled)
 CO1564
 CO1564                          SUPERSEDED SURVEY CONTROL
 CO1564
 CO1564.No superseded survey control is available for this station.
 CO1564
 CO1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB044242(NAD 83)
 CO1564_MARKER: DR = REFERENCE MARK DISK
 CO1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1564_SP_SET: CONCRETE POST
 CO1564_STAMPING: BM 19V 38 1982
 CO1564_MARK LOGO: MSHD  
 CO1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1564+STABILITY: SURFACE MOTION
 CO1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1564+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1564
 CO1564  HISTORY     - Date     Condition        Report By
 CO1564  HISTORY     - 1982     MONUMENTED       MSHD
 CO1564
 CO1564                          STATION DESCRIPTION
 CO1564
 CO1564'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1564'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1564'HWY 16 FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF HWY 19, TURN RIGHT
 CO1564'SOUTHERLY AND GO FOR 4.35 KM (2.70 MI) TO A POWER LINE CROSSING AND
 CO1564'THE MARK ON THE LEFT.  IT IS 15.85 M (52.0 FT) NORTHEAST OF CENTER HWY
 CO1564'19, 0.76 M (2.5 FT) NORTHWEST OF HIGH POWERLINE POLE NO. 21, IN TOP OF
 CO1564'A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1565 ***********************************************************************
 CO1565  DESIGNATION -  19 V 39
 CO1565  PID         -  CO1565
 CO1565  STATE/COUNTY-  MS/NESHOBA
 CO1565  USGS QUAD   -  PHILADELPHIA (1982)
 CO1565
 CO1565                         *CURRENT SURVEY CONTROL
 CO1565  ___________________________________________________________________
 CO1565* NAD 83(1986)-  32 45 00.     (N)    089 05 54.     (W)     SCALED    
 CO1565* NAVD 88     -       127.985  (meters)     419.90   (feet)  ADJUSTED  
 CO1565  ___________________________________________________________________
 CO1565  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO1565  DYNAMIC HT  -         127.837 (meters)     419.41  (feet)  COMP
 CO1565  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CO1565
 CO1565  VERT ORDER  -  SECOND    CLASS II
 CO1565
 CO1565.The horizontal coordinates were scaled from a topographic map and have
 CO1565.an estimated accuracy of +/- 6 seconds.
 CO1565
 CO1565.The orthometric height was determined by differential leveling
 CO1565.and adjusted in May 1996.
 CO1565
 CO1565.The geoid height was determined by GEOID03.
 CO1565
 CO1565.The dynamic height is computed by dividing the NAVD 88
 CO1565.geopotential number by the normal gravity value computed on the
 CO1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1565.degrees latitude (g = 980.6199 gals.).
 CO1565
 CO1565.The modeled gravity was interpolated from observed gravity values.
 CO1565
 CO1565;                    North         East    Units  Estimated Accuracy
 CO1565;SPC MS E     -   360,350.      275,170.      MT  (+/- 180 meters Scaled)
 CO1565
 CO1565                          SUPERSEDED SURVEY CONTROL
 CO1565
 CO1565.No superseded survey control is available for this station.
 CO1565
 CO1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB034255(NAD 83)
 CO1565_MARKER: DR = REFERENCE MARK DISK
 CO1565_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1565_SP_SET: HEADWALL
 CO1565_STAMPING: BM 19V 39 1982
 CO1565_MARK LOGO: MSHD  
 CO1565_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1565+STABILITY: SURFACE MOTION
 CO1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1565+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1565
 CO1565  HISTORY     - Date     Condition        Report By
 CO1565  HISTORY     - 1982     MONUMENTED       MSHD
 CO1565
 CO1565                          STATION DESCRIPTION
 CO1565
 CO1565'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1565'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON ST FOR
 CO1565'0.48 KM (0.30 MI) TO HWY 19, TURN RIGHT SOUTH AND GO 2.66 KM
 CO1565'(1.65 MI) TO THE CULVERT AND THE MARK ON THE LEFT.  IT IS 7.92 M
 CO1565'(26.0 FT) NORTHEAST OF THE CENTER OF HWY 19, SET IN A DRILL HOLE IN
 CO1565'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT
 CO1565'AND 0.15 M (0.5 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1529 ***********************************************************************
 CO1529  DESIGNATION -  19 V 4
 CO1529  PID         -  CO1529
 CO1529  STATE/COUNTY-  MS/LAUDERDALE
 CO1529  USGS QUAD   -  COLLINSVILLE (1983)
 CO1529
 CO1529                         *CURRENT SURVEY CONTROL
 CO1529  ___________________________________________________________________
 CO1529* NAD 83(1986)-  32 23 07.     (N)    088 45 12.     (W)     SCALED    
 CO1529* NAVD 88     -        93.032  (meters)     305.22   (feet)  ADJUSTED  
 CO1529  ___________________________________________________________________
 CO1529  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CO1529  DYNAMIC HT  -          92.923 (meters)     304.86  (feet)  COMP
 CO1529  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CO1529
 CO1529  VERT ORDER  -  SECOND    CLASS II
 CO1529
 CO1529.The horizontal coordinates were scaled from a topographic map and have
 CO1529.an estimated accuracy of +/- 6 seconds.
 CO1529
 CO1529.The orthometric height was determined by differential leveling
 CO1529.and adjusted in May 1996.
 CO1529
 CO1529.The geoid height was determined by GEOID03.
 CO1529
 CO1529.The dynamic height is computed by dividing the NAVD 88
 CO1529.geopotential number by the normal gravity value computed on the
 CO1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1529.degrees latitude (g = 980.6199 gals.).
 CO1529
 CO1529.The modeled gravity was interpolated from observed gravity values.
 CO1529
 CO1529;                    North         East    Units  Estimated Accuracy
 CO1529;SPC MS E     -   319,870.      307,530.      MT  (+/- 180 meters Scaled)
 CO1529
 CO1529                          SUPERSEDED SURVEY CONTROL
 CO1529
 CO1529.No superseded survey control is available for this station.
 CO1529
 CO1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA350844(NAD 83)
 CO1529_MARKER: DR = REFERENCE MARK DISK
 CO1529_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1529_SP_SET: BRIDGE ABUTMENT
 CO1529_STAMPING: BM 19 V 4 1982
 CO1529_MARK LOGO: MSHD  
 CO1529_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1529+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 CO1529
 CO1529  HISTORY     - Date     Condition        Report By
 CO1529  HISTORY     - 1982     MONUMENTED       MSHD
 CO1529  HISTORY     - 19900514 SEE DESCRIPTION  MSHD
 CO1529
 CO1529                          STATION DESCRIPTION
 CO1529
 CO1529'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1529'3.54 KM (2.20 MI) NORTHWEST ALONG STATE HWY 19 FROM THE JUNCTION OF
 CO1529'U.S. HWY 11, IN THE WEST EDGE OF MERIDIAN, TO BRIDGE AND THE MARK ON
 CO1529'THE LEFT, 4.87 M (16.0 FT) SOUTHWEST OF CENTER OF HWY 19 AND SET IN A
 CO1529'DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A 240 FT
 CO1529'CONCRETE BRIDGE OVER LOPER CREEK.
 CO1529
 CO1529                          STATION RECOVERY (1990)
 CO1529
 CO1529'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1529'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1529'IS LOCATED ABOUT 3.3 MI (5.3 KM) WEST SOUTHWEST OF MERIDIAN, IN THE
 CO1529'STATE HIGHWAY 19 SOUTH BOUND BRIDGE OVER LOPER CREEK AND IS IN
 CO1529'SECTION 3, T 6N, R 15E. IT IS 106.5 FT (32.5 M) SOUTHWEST OF THE
 CO1529'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1566 ***********************************************************************
 CO1566  DESIGNATION -  19 V 40
 CO1566  PID         -  CO1566
 CO1566  STATE/COUNTY-  MS/NESHOBA
 CO1566  USGS QUAD   -  PHILADELPHIA (1982)
 CO1566
 CO1566                         *CURRENT SURVEY CONTROL
 CO1566  ___________________________________________________________________
 CO1566* NAD 83(1986)-  32 45 25.     (N)    089 06 15.     (W)     SCALED    
 CO1566* NAVD 88     -       127.814  (meters)     419.34   (feet)  ADJUSTED  
 CO1566  ___________________________________________________________________
 CO1566  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CO1566  DYNAMIC HT  -         127.668 (meters)     418.86  (feet)  COMP
 CO1566  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CO1566
 CO1566  VERT ORDER  -  SECOND    CLASS II
 CO1566
 CO1566.The horizontal coordinates were scaled from a topographic map and have
 CO1566.an estimated accuracy of +/- 6 seconds.
 CO1566
 CO1566.The orthometric height was determined by differential leveling
 CO1566.and adjusted in May 1996.
 CO1566
 CO1566.The geoid height was determined by GEOID03.
 CO1566
 CO1566.The dynamic height is computed by dividing the NAVD 88
 CO1566.geopotential number by the normal gravity value computed on the
 CO1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1566.degrees latitude (g = 980.6199 gals.).
 CO1566
 CO1566.The modeled gravity was interpolated from observed gravity values.
 CO1566
 CO1566;                    North         East    Units  Estimated Accuracy
 CO1566;SPC MS E     -   361,120.      274,620.      MT  (+/- 180 meters Scaled)
 CO1566
 CO1566                          SUPERSEDED SURVEY CONTROL
 CO1566
 CO1566.No superseded survey control is available for this station.
 CO1566
 CO1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB028263(NAD 83)
 CO1566_MARKER: DD = SURVEY DISK
 CO1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1566_SP_SET: CONCRETE POST
 CO1566_STAMPING: BM 19 V 40 1982
 CO1566_MARK LOGO: MSHD  
 CO1566_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1566+STABILITY: SURFACE MOTION
 CO1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1566+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 CO1566
 CO1566  HISTORY     - Date     Condition        Report By
 CO1566  HISTORY     - 1982     MONUMENTED       MSHD
 CO1566  HISTORY     - 19911009 GOOD             MSHD
 CO1566
 CO1566                          STATION DESCRIPTION
 CO1566
 CO1566'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1566'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON HWY 16 BEACON
 CO1566'FOR 0.40 KM (0.25 MI) TO JUNCTION OF STATE HWY 19, TURN RIGHT AND GO
 CO1566'SOUTH ON HWY 19 FOR 1.61 KM (1.00 MI) TO MARK ON RIGHT.  IT IS 17.22 M
 CO1566'(56.5 FT) SOUTHWEST OF THE CENTER OF STATE HWY 19, 7.32 M (24.0 FT)
 CO1566'SOUTH SOUTHEAST OF THE CENTER OF THE EMERGENCY ENTRANCE TO THE
 CO1566'HOSPITAL, 12.04 M (39.5 FT) SOUTH SOUTHEAST OF A METAL LAMP POLE, 2.74
 CO1566'M (9.0 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER AND A LAMP, 3.20
 CO1566'M (10.5 FT) SOUTHEAST OF CYCLONE FENCE CORNER, 3.05 M (10.0 FT) SOUTH
 CO1566'OF A FIRE PLUG AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CO1566'GROUND.
 CO1566
 CO1566                          STATION RECOVERY (1991)
 CO1566
 CO1566'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1566'MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF PHILADELPHIA, NEAR THE
 CO1566'SOUTHWEST R.O.W. OF STATE HIGHWAY 19, JUST SOUTH OF THE EMERGENCY
 CO1566'ENTRANCE TO THE HOSPITAL AND IS IN SECTION 11, T 11N, R 12E.
 CO1566'TO REACH FROM THE COURTHOUSE IN PHILADEPHIA, GO EAST ON BEACON STREET
 CO1566'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF STATE HIGHWAY 19, TURN RIGHT
 CO1566'AND GO SOUTH ON STATE HIGHWAY 19 FOR 1 MI (1.6 KM) TO THE MARK ON THE
 CO1566'RIGHT.
 CO1566'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 CO1566'POST, FLUSH WITH THE GROUND, 56.5 FT (17.2 M) SOUTHWEST OF THE CENTER
 CO1566'OF HIGHWAY 19, 39.5 FT (12.0 M) SOUTH SOUTHEAST OF A METAL LAMP POLE,
 CO1566'24 FT (7.3 M) SOUTH SOUTHEAST OF THE EMERGENCY ENTRANCE TO THE
 CO1566'HOSPITAL, 10.5 FT (3.2 M) SOUTHEAST OF A CYCLONE FENCE CORNER, 10 FT
 CO1566'(3.0 M) SOUTH OF A FIRE PLUG AND 9 FT (2.7 M) WEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1567 ***********************************************************************
 CO1567  DESIGNATION -  19 V 41
 CO1567  PID         -  CO1567
 CO1567  STATE/COUNTY-  MS/NESHOBA
 CO1567  USGS QUAD   -  PHILADELPHIA (1982)
 CO1567
 CO1567                         *CURRENT SURVEY CONTROL
 CO1567  ___________________________________________________________________
 CO1567* NAD 83(1986)-  32 46 18.     (N)    089 06 20.     (W)     SCALED    
 CO1567* NAVD 88     -       150.648  (meters)     494.25   (feet)  ADJUSTED  
 CO1567  ___________________________________________________________________
 CO1567  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO1567  DYNAMIC HT  -         150.476 (meters)     493.69  (feet)  COMP
 CO1567  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CO1567
 CO1567  VERT ORDER  -  SECOND    CLASS II
 CO1567
 CO1567.The horizontal coordinates were scaled from a topographic map and have
 CO1567.an estimated accuracy of +/- 6 seconds.
 CO1567
 CO1567.The orthometric height was determined by differential leveling
 CO1567.and adjusted in May 1996.
 CO1567
 CO1567.The geoid height was determined by GEOID03.
 CO1567
 CO1567.The dynamic height is computed by dividing the NAVD 88
 CO1567.geopotential number by the normal gravity value computed on the
 CO1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1567.degrees latitude (g = 980.6199 gals.).
 CO1567
 CO1567.The modeled gravity was interpolated from observed gravity values.
 CO1567
 CO1567;                    North         East    Units  Estimated Accuracy
 CO1567;SPC MS E     -   362,750.      274,500.      MT  (+/- 180 meters Scaled)
 CO1567
 CO1567                          SUPERSEDED SURVEY CONTROL
 CO1567
 CO1567.No superseded survey control is available for this station.
 CO1567
 CO1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB027279(NAD 83)
 CO1567_MARKER: DD = SURVEY DISK
 CO1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1567_SP_SET: CONCRETE POST
 CO1567_STAMPING: BM 19 V 41 1982
 CO1567_MARK LOGO: MSHD  
 CO1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1567+STABILITY: SURFACE MOTION
 CO1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1567+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 CO1567
 CO1567  HISTORY     - Date     Condition        Report By
 CO1567  HISTORY     - 1982     MONUMENTED       MSHD
 CO1567  HISTORY     - 19911009 GOOD             MSHD
 CO1567
 CO1567                          STATION DESCRIPTION
 CO1567
 CO1567'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1567'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON ST FOR
 CO1567'0.40 KM (0.25 MI) TO JUNCTION OF HWY 19 AND THE MARK ON THE RIGHT.  IT
 CO1567'IS 8.23 M (27.0 FT) SOUTH OF HWY 16, 7.01 M (23.0 FT) EAST OF CENTER
 CO1567'HWY 19, 12.80 M (42.0 FT) WEST OF THE CENTER OF THE ENTRANCE TO THE
 CO1567'BANK, 0.46 M (1.5 FT) EAST OF SOUTH POST OF HWY NUMBER SIGN AND SET IN
 CO1567'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1567
 CO1567                          STATION RECOVERY (1991)
 CO1567
 CO1567'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1567'MARK IS LOCATED ABOUT 0.3 MI (0.5 KM) EASDT OF THE CENTER OF DOWNTOWN
 CO1567'PHILADELPHIA, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 CO1567'HIGHWAYS 16 AND 19 AND IS IN SECTION 30, T 11N, R 12E.
 CO1567'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1567'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF STATE HIGHWAY 19 AND THE
 CO1567'MARK ON THE RIGHT.
 CO1567'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 CO1567'POST, FLUSH WITH THE GROUND, 42 FT (12.8 M) WEST OF THE CENTER OF THE
 CO1567'ENTRANCE TO THE BANK, 27 FT (8.2 M) SOUTH OF THE CENTER OF HIGHWAY
 CO1567'16, 23 FT (7.0 M) EAST OF THE CENTER OF HIGHWAY 19 AND 1.5 FT
 CO1567'(0.5 M) SOUTH OF A HIGHWAY NUMBER SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1735 ***********************************************************************
 CO1735  DESIGNATION -  19 V 41 RESET
 CO1735  PID         -  CO1735
 CO1735  STATE/COUNTY-  MS/NESHOBA
 CO1735  USGS QUAD   -  PHILADELPHIA (1982)
 CO1735
 CO1735                         *CURRENT SURVEY CONTROL
 CO1735  ___________________________________________________________________
 CO1735* NAD 83(1986)-  32 46 17.     (N)    089 06 20.     (W)     SCALED    
 CO1735* NAVD 88     -       151.240  (meters)     496.19   (feet)  ADJUSTED  
 CO1735  ___________________________________________________________________
 CO1735  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO1735  DYNAMIC HT  -         151.067 (meters)     495.63  (feet)  COMP
 CO1735  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CO1735
 CO1735  VERT ORDER  -  SECOND    CLASS II
 CO1735
 CO1735.The horizontal coordinates were scaled from a topographic map and have
 CO1735.an estimated accuracy of +/- 6 seconds.
 CO1735
 CO1735.The orthometric height was determined by differential leveling
 CO1735.and adjusted in May 1996.
 CO1735
 CO1735.The geoid height was determined by GEOID03.
 CO1735
 CO1735.The dynamic height is computed by dividing the NAVD 88
 CO1735.geopotential number by the normal gravity value computed on the
 CO1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1735.degrees latitude (g = 980.6199 gals.).
 CO1735
 CO1735.The modeled gravity was interpolated from observed gravity values.
 CO1735
 CO1735;                    North         East    Units  Estimated Accuracy
 CO1735;SPC MS E     -   362,720.      274,500.      MT  (+/- 180 meters Scaled)
 CO1735
 CO1735                          SUPERSEDED SURVEY CONTROL
 CO1735
 CO1735.No superseded survey control is available for this station.
 CO1735
 CO1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB027279(NAD 83)
 CO1735_MARKER: DD = SURVEY DISK
 CO1735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1735_SP_SET: RETAINING WALL
 CO1735_STAMPING: BM 19 V 41 RESET 1991
 CO1735_MARK LOGO: MSHD  
 CO1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1735+STABILITY: SURFACE MOTION
 CO1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1735+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1735
 CO1735  HISTORY     - Date     Condition        Report By
 CO1735  HISTORY     - 1991     MONUMENTED       MSHD
 CO1735
 CO1735                          STATION DESCRIPTION
 CO1735
 CO1735'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1735'MARK IS LOCATED ABOUT 0.35 MI (0.56 KM) EAST OF THE CENTER OF DOWN
 CO1735'TOWN PHILADELPHIA, IN THE SOUTH END OF A RETAINING WALL DIVIDING THE
 CO1735'PROPERY BETWEEN THE CITIZENS BANK AND THE JR FOOD MART AND IS IN
 CO1735'SECTION 30, T 11N, R 12E.
 CO1735'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1735'FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT JUST BEFORE REACHING
 CO1735'STATE HIGHWAY 19.
 CO1735'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 CO1735'END OF A CONCRETE RETAINING WALL, ABOUT 2 FT (0.6 M) ABOVE THE LEVEL
 CO1735'OF THE STREET, 227.5 FT (69.3 M) OF THE CENTER OF BEACON STREET,
 CO1735'118.5 FT (36.1 M) WEST OF THE CENTER OF HIGHWAY 19, 65.5 FT (20.0 M)
 CO1735'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BANK, 48.5 FT (14.8 M) SOUTH
 CO1735'SOUTHWEST OF THE SOUTHWEST CORNER OF THE JR FOOD MART, 36 FT
 CO1735'(11.0 M) NORTH OF THE CENTER OF MAIN STREET, 14 FT (4.3 M) NORTHEAST
 CO1735'OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES AND 0.7 FT (0.2 M)
 CO1735'NORTH OF THE SOUTH END OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1568 ***********************************************************************
 CO1568  DESIGNATION -  19 V 42
 CO1568  PID         -  CO1568
 CO1568  STATE/COUNTY-  MS/NESHOBA
 CO1568  USGS QUAD   -  PHILADELPHIA (1982)
 CO1568
 CO1568                         *CURRENT SURVEY CONTROL
 CO1568  ___________________________________________________________________
 CO1568* NAD 83(1986)-  32 46 06.     (N)    089 05 36.     (W)     SCALED    
 CO1568* NAVD 88     -       140.182  (meters)     459.91   (feet)  ADJUSTED  
 CO1568  ___________________________________________________________________
 CO1568  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1568  DYNAMIC HT  -         140.021 (meters)     459.39  (feet)  COMP
 CO1568  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CO1568
 CO1568  VERT ORDER  -  SECOND    CLASS II
 CO1568
 CO1568.The horizontal coordinates were scaled from a topographic map and have
 CO1568.an estimated accuracy of +/- 6 seconds.
 CO1568
 CO1568.The orthometric height was determined by differential leveling
 CO1568.and adjusted in May 1996.
 CO1568
 CO1568.The geoid height was determined by GEOID03.
 CO1568
 CO1568.The dynamic height is computed by dividing the NAVD 88
 CO1568.geopotential number by the normal gravity value computed on the
 CO1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1568.degrees latitude (g = 980.6199 gals.).
 CO1568
 CO1568.The modeled gravity was interpolated from observed gravity values.
 CO1568
 CO1568;                    North         East    Units  Estimated Accuracy
 CO1568;SPC MS E     -   362,380.      275,640.      MT  (+/- 180 meters Scaled)
 CO1568
 CO1568                          SUPERSEDED SURVEY CONTROL
 CO1568
 CO1568.No superseded survey control is available for this station.
 CO1568
 CO1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB039275(NAD 83)
 CO1568_MARKER: DD = SURVEY DISK
 CO1568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1568_SP_SET: HEADWALL
 CO1568_STAMPING: BM 19V 42 1982
 CO1568_MARK LOGO: MSHD  
 CO1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1568+STABILITY: SURFACE MOTION
 CO1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1568+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 CO1568
 CO1568  HISTORY     - Date     Condition        Report By
 CO1568  HISTORY     - 1982     MONUMENTED       MSHD
 CO1568  HISTORY     - 19911010 GOOD             MSHD
 CO1568
 CO1568                          STATION DESCRIPTION
 CO1568
 CO1568'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1568'TO REACH FROM THE POST OFFICE IN PHILADELPHIA, GO EAST ON MAIN ST FOR
 CO1568'1.13 KM (0.70 MI) TO JUNCTION OF STATE HWY 486, CONTINUE EAST ON HWY
 CO1568'16 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE LEFT.  IT IS 24.54 M
 CO1568'(80.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE C AND D BLDG SUPPLY,
 CO1568'5.03 M (16.5 FT) NORTH OF THE CENTER HWY 16, 6.10 M (20.0 FT) SOUTH OF
 CO1568'A UTILITY POLE, 0.30 M (1.0 FT) WEST OF WITNESS POST AND SET IN A
 CO1568'DRILL HOLE IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF A OVAL
 CO1568'SHAPED METAL CULVERT.
 CO1568
 CO1568                          STATION RECOVERY (1991)
 CO1568
 CO1568'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1585 ***********************************************************************
 CO1585  DESIGNATION -  19 V 42 RESET
 CO1585  PID         -  CO1585
 CO1585  STATE/COUNTY-  MS/NESHOBA
 CO1585  USGS QUAD   -  PHILADELPHIA (1982)
 CO1585
 CO1585                         *CURRENT SURVEY CONTROL
 CO1585  ___________________________________________________________________
 CO1585* NAD 83(1986)-  32 46 08.     (N)    089 05 33.     (W)     SCALED    
 CO1585* NAVD 88     -       140.96   (meters)     462.5    (feet)  RESET     
 CO1585  ___________________________________________________________________
 CO1585  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1585  VERT ORDER  -  THIRD
 CO1585
 CO1585.The horizontal coordinates were scaled from a topographic map and have
 CO1585.an estimated accuracy of +/- 6 seconds.
 CO1585
 CO1585.The orthometric height was computed from unverified reset data.
 CO1585.No vertical observational check was made to the station.
 CO1585
 CO1585.The geoid height was determined by GEOID03.
 CO1585
 CO1585;                    North         East    Units  Estimated Accuracy
 CO1585;SPC MS E     -   362,440.      275,720.      MT  (+/- 180 meters Scaled)
 CO1585
 CO1585                          SUPERSEDED SURVEY CONTROL
 CO1585
 CO1585.No superseded survey control is available for this station.
 CO1585
 CO1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB040276(NAD 83)
 CO1585_MARKER: DD = SURVEY DISK
 CO1585_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1585_SP_SET: SIDEWALK
 CO1585_STAMPING: BM 19V 42 RESET 1991
 CO1585_MARK LOGO: MSHD  
 CO1585_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1585
 CO1585  HISTORY     - Date     Condition        Report By
 CO1585  HISTORY     - 1991     MONUMENTED       MSHD
 CO1585
 CO1585                          STATION DESCRIPTION
 CO1585
 CO1585'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1585'0.70 MI (1.13 KM) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CO1585'PHILADELPHIA TO THE JUNCTION OF STATE HIGHWAYS 486 AND 16 CONTINUE
 CO1585'EAST ALONG HIGHWAY 16 FOR 0.25 MI (0.40 KM) TO THE MARK ON THE LEFT,
 CO1585'IN THE SOUTHEAST CORNER OF CONCRETE SIDEWALK AT THE C AND O BUILDING
 CO1585'SUPPLY COMPANY, IN SECTION 29, T 11 N, R 12 E, 96.0 FT (29.3 M) NORTH
 CO1585'OF THE CENTER OF HIGHWAY 16, 12.0 FT (3.7 M) WEST OF THE CENTER OF
 CO1585'ENTRANCE TO LUMBER YARD AND 2.0 FT (0.6 M) SOUTH OF THE SOUTHEAST
 CO1585'CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1736 ***********************************************************************
 CO1736  DESIGNATION -  19 V 43
 CO1736  PID         -  CO1736
 CO1736  STATE/COUNTY-  MS/NESHOBA
 CO1736  USGS QUAD   -  PHILADELPHIA (1982)
 CO1736
 CO1736                         *CURRENT SURVEY CONTROL
 CO1736  ___________________________________________________________________
 CO1736* NAD 83(1986)-  32 46 55.     (N)    089 06 40.     (W)     SCALED    
 CO1736* NAVD 88     -       133.501  (meters)     437.99   (feet)  ADJUSTED  
 CO1736  ___________________________________________________________________
 CO1736  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO1736  DYNAMIC HT  -         133.348 (meters)     437.49  (feet)  COMP
 CO1736  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CO1736
 CO1736  VERT ORDER  -  SECOND    CLASS II
 CO1736
 CO1736.The horizontal coordinates were scaled from a topographic map and have
 CO1736.an estimated accuracy of +/- 6 seconds.
 CO1736
 CO1736.The orthometric height was determined by differential leveling
 CO1736.and adjusted in May 1996.
 CO1736
 CO1736.The geoid height was determined by GEOID03.
 CO1736
 CO1736.The dynamic height is computed by dividing the NAVD 88
 CO1736.geopotential number by the normal gravity value computed on the
 CO1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1736.degrees latitude (g = 980.6199 gals.).
 CO1736
 CO1736.The modeled gravity was interpolated from observed gravity values.
 CO1736
 CO1736;                    North         East    Units  Estimated Accuracy
 CO1736;SPC MS E     -   363,890.      273,980.      MT  (+/- 180 meters Scaled)
 CO1736
 CO1736                          SUPERSEDED SURVEY CONTROL
 CO1736
 CO1736.No superseded survey control is available for this station.
 CO1736
 CO1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB022290(NAD 83)
 CO1736_MARKER: DD = SURVEY DISK
 CO1736_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1736_SP_SET: BOX CULVERT
 CO1736_STAMPING: BM 19 V 43 1991
 CO1736_MARK LOGO: MSHD  
 CO1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1736+STABILITY: SURFACE MOTION
 CO1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1736+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1736
 CO1736  HISTORY     - Date     Condition        Report By
 CO1736  HISTORY     - 1991     MONUMENTED       MSHD
 CO1736
 CO1736                          STATION DESCRIPTION
 CO1736
 CO1736'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1736'MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTH OF PHILADELPHIA, NEAR THE
 CO1736'JUNCTION OF STATE HIGHWAY 19 AND STRIBLING STREET, 0.45 MI (0.72 KM)
 CO1736'NORTH OF THE JUNCTION OF STATE HIGHWAY 21 AND IS IN SECTION 25, T 11N,
 CO1736'R 11E.
 CO1736'TO REACH FROM THE COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET
 CO1736'FOR 0.1 MI (0.2 KM) TO THE JONCTION OF STATE HIGHWAY 19, TURN LEFT
 CO1736'AND GO NORTH ON STATE HIGHWAY 19 FOR 0.65 MI (1.05 KM) TO THE MARK ON
 CO1736'THE LEFT JUST BEYOND A TRAFFIC LIGHT.
 CO1736'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 CO1736'END OF THE WEST HEADWALL OF A 20 X 6 FOOT CONCRETE BOX CULVERT, 54 FT
 CO1736'(16.5 M) NORTH OF THE PROJECTED CENTER OF STRIBLING STREET, 22 FT
 CO1736'(6.7 M) WEST OF THE CENTER OF HIGHWAY 19, 0.7 FT (0.2 M) NORTH OF THE
 CO1736'SOUTH END OF THE HEADWALL AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF
 CO1736'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1737 ***********************************************************************
 CO1737  DESIGNATION -  19 V 44
 CO1737  PID         -  CO1737
 CO1737  STATE/COUNTY-  MS/NESHOBA
 CO1737  USGS QUAD   -  PHILADELPHIA (1982)
 CO1737
 CO1737                         *CURRENT SURVEY CONTROL
 CO1737  ___________________________________________________________________
 CO1737* NAD 83(1986)-  32 47 30.     (N)    089 06 30.     (W)     SCALED    
 CO1737* NAVD 88     -       134.879  (meters)     442.52   (feet)  ADJUSTED  
 CO1737  ___________________________________________________________________
 CO1737  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CO1737  DYNAMIC HT  -         134.724 (meters)     442.01  (feet)  COMP
 CO1737  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CO1737
 CO1737  VERT ORDER  -  SECOND    CLASS II
 CO1737
 CO1737.The horizontal coordinates were scaled from a topographic map and have
 CO1737.an estimated accuracy of +/- 6 seconds.
 CO1737
 CO1737.The orthometric height was determined by differential leveling
 CO1737.and adjusted in May 1996.
 CO1737
 CO1737.The geoid height was determined by GEOID03.
 CO1737
 CO1737.The dynamic height is computed by dividing the NAVD 88
 CO1737.geopotential number by the normal gravity value computed on the
 CO1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1737.degrees latitude (g = 980.6199 gals.).
 CO1737
 CO1737.The modeled gravity was interpolated from observed gravity values.
 CO1737
 CO1737;                    North         East    Units  Estimated Accuracy
 CO1737;SPC MS E     -   364,970.      274,240.      MT  (+/- 180 meters Scaled)
 CO1737
 CO1737                          SUPERSEDED SURVEY CONTROL
 CO1737
 CO1737.No superseded survey control is available for this station.
 CO1737
 CO1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB025301(NAD 83)
 CO1737_MARKER: DD = SURVEY DISK
 CO1737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1737_SP_SET: WINGWALL
 CO1737_STAMPING: BM 19 V 44 1991
 CO1737_MARK LOGO: MSHD  
 CO1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1737+STABILITY: SURFACE MOTION
 CO1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1737+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1737
 CO1737  HISTORY     - Date     Condition        Report By
 CO1737  HISTORY     - 1991     MONUMENTED       MSHD
 CO1737
 CO1737                          STATION DESCRIPTION
 CO1737
 CO1737'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1737'MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH OF PHILADELPHIA, IN THE
 CO1737'WINGWALL OF A CULVERT JUST SOUTH OF THE CENTER ONE OF THREE ENTRANCES
 CO1737'TO THE STOCK YARD, 0.25 MI (0.40 KM) SOUTH OF THE JUNCTION STATE
 CO1737'HIGHWAY 19 AND A PAVED ROAD LEADING NORTH AND IS IN SECTION 19, T
 CO1737'11N, R 12E.
 CO1737'TO REACH FROM COURTHOUSE IN PHILADELPHIA, GO EAST ON BEACON STREET FOR
 CO1737'0.1 MI (0.2 KM) TO THE JUNCTION OF STATE HIGHWAY 19, TURN LEFT AND GO
 CO1737'NORTH ON STATE HIGHWAY 19 FOR 1.6 MI (2.6 KM) TO THE MARK ON THE
 CO1737'RIGHT.
 CO1737'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END
 CO1737'OF THE CONCRETE WINGWALL OF A 15 INCH TILE PIPE CULVERT, ABOUT 2 FT
 CO1737'(0.6 M) BELOW THE LEVEL OF THE HIGHWAY. IT IS 79.5 FT (24.2 M) NORTH
 CO1737'NORTHWEST OF A FIRE PLUG, 67 FT (20.4 M) NORTHWEST OF A POWER POLE
 CO1737'WITH GUY WIRES, 62 FT (18.9 M) NORTH NORTHWEST OF A POWER POLE WITH A
 CO1737'GUY WIRE, 30 FT (9.1 M) SOUTH OF THE CENTER OF A GROVEL DRIVEWAY, 26
 CO1737'FT (7.9 M) EAST OF THE CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) WEST
 CO1737'OF THE EAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1738 ***********************************************************************
 CO1738  DESIGNATION -  19 V 45
 CO1738  PID         -  CO1738
 CO1738  STATE/COUNTY-  MS/NESHOBA
 CO1738  USGS QUAD   -  PHILADELPHIA (1982)
 CO1738
 CO1738                         *CURRENT SURVEY CONTROL
 CO1738  ___________________________________________________________________
 CO1738* NAD 83(1986)-  32 48 05.     (N)    089 06 57.     (W)     SCALED    
 CO1738* NAVD 88     -       125.394  (meters)     411.40   (feet)  ADJUSTED  
 CO1738  ___________________________________________________________________
 CO1738  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CO1738  DYNAMIC HT  -         125.250 (meters)     410.92  (feet)  COMP
 CO1738  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CO1738
 CO1738  VERT ORDER  -  SECOND    CLASS II
 CO1738
 CO1738.The horizontal coordinates were scaled from a topographic map and have
 CO1738.an estimated accuracy of +/- 6 seconds.
 CO1738
 CO1738.The orthometric height was determined by differential leveling
 CO1738.and adjusted in May 1996.
 CO1738
 CO1738.The geoid height was determined by GEOID03.
 CO1738
 CO1738.The dynamic height is computed by dividing the NAVD 88
 CO1738.geopotential number by the normal gravity value computed on the
 CO1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1738.degrees latitude (g = 980.6199 gals.).
 CO1738
 CO1738.The modeled gravity was interpolated from observed gravity values.
 CO1738
 CO1738;                    North         East    Units  Estimated Accuracy
 CO1738;SPC MS E     -   366,050.      273,540.      MT  (+/- 180 meters Scaled)
 CO1738
 CO1738                          SUPERSEDED SURVEY CONTROL
 CO1738
 CO1738.No superseded survey control is available for this station.
 CO1738
 CO1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB018312(NAD 83)
 CO1738_MARKER: DD = SURVEY DISK
 CO1738_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1738_SP_SET: BOX CULVERT
 CO1738_STAMPING: BM 19 V 45 1991
 CO1738_MARK LOGO: MSHD  
 CO1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1738+STABILITY: SURFACE MOTION
 CO1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1738+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1738
 CO1738  HISTORY     - Date     Condition        Report By
 CO1738  HISTORY     - 1991     MONUMENTED       MSHD
 CO1738
 CO1738                          STATION DESCRIPTION
 CO1738
 CO1738'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1738'MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF PHILADELPHIA, IN A
 CO1738'CULVERT IN THE EAST ANGLE OF A RAILROAD CROSSING AND IS IN SECTION
 CO1738'13, T 11N, R 11E.
 CO1738'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19 ABOUT
 CO1738'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO SOUTH ON STATE HIGHWAY 19
 CO1738'FOR 0.6 MI (1.0 KM) TO THE RAILROAD CROSSING AND THE MARK ON THE
 CO1738'LEFT.
 CO1738'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH
 CO1738'END OF EAST HEADWALL OF AN 8 X 6 FOOT CONCRETE BOX CULVERT, ABOUT 3
 CO1738'FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY. IT IS 69 FT (21.0 M) EAST
 CO1738'OF THE EAST RAIL, 19.5 FT (5.9 M) NORTHEAST OF THE CENTER OF HIGHWAY
 CO1738'19 AND 0.6 FT (0.2 M) SOUTH OF THE NORTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1739 ***********************************************************************
 CO1739  DESIGNATION -  19 V 46
 CO1739  PID         -  CO1739
 CO1739  STATE/COUNTY-  MS/NESHOBA
 CO1739  USGS QUAD   -  PHILADELPHIA (1982)
 CO1739
 CO1739                         *CURRENT SURVEY CONTROL
 CO1739  ___________________________________________________________________
 CO1739* NAD 83(1986)-  32 48 43.     (N)    089 07 02.     (W)     SCALED    
 CO1739* NAVD 88     -       122.233  (meters)     401.03   (feet)  ADJUSTED  
 CO1739  ___________________________________________________________________
 CO1739  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CO1739  DYNAMIC HT  -         122.093 (meters)     400.57  (feet)  COMP
 CO1739  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CO1739
 CO1739  VERT ORDER  -  SECOND    CLASS II
 CO1739
 CO1739.The horizontal coordinates were scaled from a topographic map and have
 CO1739.an estimated accuracy of +/- 6 seconds.
 CO1739
 CO1739.The orthometric height was determined by differential leveling
 CO1739.and adjusted in May 1996.
 CO1739
 CO1739.The geoid height was determined by GEOID03.
 CO1739
 CO1739.The dynamic height is computed by dividing the NAVD 88
 CO1739.geopotential number by the normal gravity value computed on the
 CO1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1739.degrees latitude (g = 980.6199 gals.).
 CO1739
 CO1739.The modeled gravity was interpolated from observed gravity values.
 CO1739
 CO1739;                    North         East    Units  Estimated Accuracy
 CO1739;SPC MS E     -   367,220.      273,420.      MT  (+/- 180 meters Scaled)
 CO1739
 CO1739                          SUPERSEDED SURVEY CONTROL
 CO1739
 CO1739.No superseded survey control is available for this station.
 CO1739
 CO1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB017324(NAD 83)
 CO1739_MARKER: DD = SURVEY DISK
 CO1739_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1739_SP_SET: DOUBLE BOX CULVERT
 CO1739_STAMPING: BM 19 V 46 1991
 CO1739_MARK LOGO: MSHD  
 CO1739_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1739+STABILITY: SURFACE MOTION
 CO1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1739+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1739
 CO1739  HISTORY     - Date     Condition        Report By
 CO1739  HISTORY     - 1991     MONUMENTED       MSHD
 CO1739
 CO1739                          STATION DESCRIPTION
 CO1739
 CO1739'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1739'MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF PHILADELPHIA, IN A
 CO1739'CULVERT IN THE NORTHWEST ANGLE OF THE JUNCTION OF COUNTY ROAD NO 383
 CO1739'AND STATE HIGHWAY 19 AND IS IN SECTION 12, T 11N, R 11E.
 CO1739'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19 ABOUT
 CO1739'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWAY 19
 CO1739'FOR 0.2 MI (0.3 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.
 CO1739'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 CO1739'END OF THE WEST HEADWALL OF A 40 X 10 FOOT CONCRETE BOX CULVERT,
 CO1739'ABOUT LEVEL WITH THE HIGHWAY, 205 FT (62.5 M) NORTH OF A PAVED ROAD,
 CO1739'41 FT (12.5 M) WEST OF THE CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M)
 CO1739'NORTH OF THE SOUTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1740 ***********************************************************************
 CO1740  DESIGNATION -  19 V 47
 CO1740  PID         -  CO1740
 CO1740  STATE/COUNTY-  MS/NESHOBA
 CO1740  USGS QUAD   -  PHILADELPHIA (1982)
 CO1740
 CO1740                         *CURRENT SURVEY CONTROL
 CO1740  ___________________________________________________________________
 CO1740* NAD 83(1986)-  32 49 16.     (N)    089 06 55.     (W)     SCALED    
 CO1740* NAVD 88     -       141.662  (meters)     464.77   (feet)  ADJUSTED  
 CO1740  ___________________________________________________________________
 CO1740  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1740  DYNAMIC HT  -         141.500 (meters)     464.24  (feet)  COMP
 CO1740  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CO1740
 CO1740  VERT ORDER  -  SECOND    CLASS II
 CO1740
 CO1740.The horizontal coordinates were scaled from a topographic map and have
 CO1740.an estimated accuracy of +/- 6 seconds.
 CO1740
 CO1740.The orthometric height was determined by differential leveling
 CO1740.and adjusted in May 1996.
 CO1740
 CO1740.The geoid height was determined by GEOID03.
 CO1740
 CO1740.The dynamic height is computed by dividing the NAVD 88
 CO1740.geopotential number by the normal gravity value computed on the
 CO1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1740.degrees latitude (g = 980.6199 gals.).
 CO1740
 CO1740.The modeled gravity was interpolated from observed gravity values.
 CO1740
 CO1740;                    North         East    Units  Estimated Accuracy
 CO1740;SPC MS E     -   368,240.      273,600.      MT  (+/- 180 meters Scaled)
 CO1740
 CO1740                          SUPERSEDED SURVEY CONTROL
 CO1740
 CO1740.No superseded survey control is available for this station.
 CO1740
 CO1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB019334(NAD 83)
 CO1740_MARKER: DD = SURVEY DISK
 CO1740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1740_SP_SET: PIPE CULVERT
 CO1740_STAMPING: BM 19 V 47 1991
 CO1740_MARK LOGO: MSHD  
 CO1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1740+STABILITY: SURFACE MOTION
 CO1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1740+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1740
 CO1740  HISTORY     - Date     Condition        Report By
 CO1740  HISTORY     - 1991     MONUMENTED       MSHD
 CO1740
 CO1740                          STATION DESCRIPTION
 CO1740
 CO1740'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1740'MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTH OF PHILADELPHIA, IN A
 CO1740'CULVERT 0.15 MI (0.24 KM) NORTH OF COUNTY ROAD NUMBER 608, 0.8 MI
 CO1740'(1.3 KM) SOUTHEAST OF THE PEARL RIVER BRIDGE AND IS IN SECTION 12, T
 CO1740'11N, R 11E.
 CO1740'TO REACH FROM THE STATE HGIHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1740'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWAY 19
 CO1740'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT.
 CO1740'MARKM IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 CO1740'END OF THE WEST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, ABOUT
 CO1740'18 INCHES BELOW THE LEVEL OF THE HIGHWAY, 21 FT (6.4 M) WEST OF THE
 CO1740'CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) NORTH OF THE SOUTH END OF THE
 CO1740'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1741 ***********************************************************************
 CO1741  DESIGNATION -  19 V 48
 CO1741  PID         -  CO1741
 CO1741  STATE/COUNTY-  MS/NESHOBA
 CO1741  USGS QUAD   -  PHILADELPHIA (1982)
 CO1741
 CO1741                         *CURRENT SURVEY CONTROL
 CO1741  ___________________________________________________________________
 CO1741* NAD 83(1986)-  32 49 49.     (N)    089 07 24.     (W)     SCALED    
 CO1741* NAVD 88     -       119.832  (meters)     393.15   (feet)  ADJUSTED  
 CO1741  ___________________________________________________________________
 CO1741  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CO1741  DYNAMIC HT  -         119.695 (meters)     392.70  (feet)  COMP
 CO1741  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CO1741
 CO1741  VERT ORDER  -  SECOND    CLASS II
 CO1741
 CO1741.The horizontal coordinates were scaled from a topographic map and have
 CO1741.an estimated accuracy of +/- 6 seconds.
 CO1741
 CO1741.The orthometric height was determined by differential leveling
 CO1741.and adjusted in May 1996.
 CO1741
 CO1741.The geoid height was determined by GEOID03.
 CO1741
 CO1741.The dynamic height is computed by dividing the NAVD 88
 CO1741.geopotential number by the normal gravity value computed on the
 CO1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1741.degrees latitude (g = 980.6199 gals.).
 CO1741
 CO1741.The modeled gravity was interpolated from observed gravity values.
 CO1741
 CO1741;                    North         East    Units  Estimated Accuracy
 CO1741;SPC MS E     -   369,260.      272,850.      MT  (+/- 180 meters Scaled)
 CO1741
 CO1741                          SUPERSEDED SURVEY CONTROL
 CO1741
 CO1741.No superseded survey control is available for this station.
 CO1741
 CO1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB012344(NAD 83)
 CO1741_MARKER: DD = SURVEY DISK
 CO1741_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1741_SP_SET: BRIDGE ABUTMENT
 CO1741_STAMPING: BM 19 V 48 1991
 CO1741_MARK LOGO: MSHD  
 CO1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1741+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1741
 CO1741  HISTORY     - Date     Condition        Report By
 CO1741  HISTORY     - 1991     MONUMENTED       MSHD
 CO1741
 CO1741                          STATION DESCRIPTION
 CO1741
 CO1741'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1741'MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH OF PHILADELPHIA, IN THE
 CO1741'STATE HIGHWAY 19 BRIDGE OVER THE PEARL RIVER AND IS IN SECTION 1, T
 CO1741'11N, R 11E.
 CO1741'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1741'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWAY 19
 CO1741'FOR 1.65 MI (2.66 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.
 CO1741'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1741'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, ABOUT
 CO1741'3.5 FT (1.1 M) BELOW THE LEVEL OF THE HIGHWAY, 28 FT (8.5 M)
 CO1741'SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 1 FT (0.3 M) NORTHEAST OF
 CO1741'THE SOUTHWEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1742 ***********************************************************************
 CO1742  DESIGNATION -  19 V 49
 CO1742  PID         -  CO1742
 CO1742  STATE/COUNTY-  MS/NESHOBA
 CO1742  USGS QUAD   -  PEARL RIVER (1982)
 CO1742
 CO1742                         *CURRENT SURVEY CONTROL
 CO1742  ___________________________________________________________________
 CO1742* NAD 83(1986)-  32 50 54.     (N)    089 08 29.     (W)     SCALED    
 CO1742* NAVD 88     -       134.178  (meters)     440.22   (feet)  ADJUSTED  
 CO1742  ___________________________________________________________________
 CO1742  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CO1742  DYNAMIC HT  -         134.025 (meters)     439.71  (feet)  COMP
 CO1742  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CO1742
 CO1742  VERT ORDER  -  SECOND    CLASS II
 CO1742
 CO1742.The horizontal coordinates were scaled from a topographic map and have
 CO1742.an estimated accuracy of +/- 6 seconds.
 CO1742
 CO1742.The orthometric height was determined by differential leveling
 CO1742.and adjusted in May 1996.
 CO1742
 CO1742.The geoid height was determined by GEOID03.
 CO1742
 CO1742.The dynamic height is computed by dividing the NAVD 88
 CO1742.geopotential number by the normal gravity value computed on the
 CO1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1742.degrees latitude (g = 980.6199 gals.).
 CO1742
 CO1742.The modeled gravity was interpolated from observed gravity values.
 CO1742
 CO1742;                    North         East    Units  Estimated Accuracy
 CO1742;SPC MS E     -   371,260.      271,160.      MT  (+/- 180 meters Scaled)
 CO1742
 CO1742                          SUPERSEDED SURVEY CONTROL
 CO1742
 CO1742.No superseded survey control is available for this station.
 CO1742
 CO1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB995365(NAD 83)
 CO1742_MARKER: DD = SURVEY DISK
 CO1742_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1742_SP_SET: SLAB
 CO1742_STAMPING: BM 19 V 49 1991
 CO1742_MARK LOGO: MSHD  
 CO1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1742+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1742
 CO1742  HISTORY     - Date     Condition        Report By
 CO1742  HISTORY     - 1991     MONUMENTED       MSHD
 CO1742
 CO1742                          STATION DESCRIPTION
 CO1742
 CO1742'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1742'MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH NORTHWEST OF PHILADELPHIA,
 CO1742'IN THE SOUTH ANGLE OF THE JUNCTION OF STATE HIGHWAY 19 AND COUNTY
 CO1742'ROAD NUMBER 602, IN THE CONCRETE BASE FOR A TELEPHONE JUNCTION BOX
 CO1742'PANEL, 1.8 MI (2.9 KM) NORTHWEST OF THE PEARL RIVER AND IS IN SECTION
 CO1742'35, T 12, R 11E.
 CO1742'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1742'2.6 NI NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWAY 19 FOR 3.5 MI
 CO1742'(5.6 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.
 CO1742'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1742'NORTHEAST CORNER OF A CONCRETE BASE FOR A TELEPHONE CABLE TERMINAL
 CO1742'PANEL, ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, 94 FT
 CO1742'(28.7 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 57 FT (17.4 M)
 CO1742'SOUTHEAST OF THE CENTER OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1530 ***********************************************************************
 CO1530  DESIGNATION -  19 V 5
 CO1530  PID         -  CO1530
 CO1530  STATE/COUNTY-  MS/LAUDERDALE
 CO1530  USGS QUAD   -  COLLINSVILLE (1983)
 CO1530
 CO1530                         *CURRENT SURVEY CONTROL
 CO1530  ___________________________________________________________________
 CO1530* NAD 83(1986)-  32 23 49.     (N)    088 45 48.     (W)     SCALED    
 CO1530* NAVD 88     -        94.491  (meters)     310.01   (feet)  ADJUSTED  
 CO1530  ___________________________________________________________________
 CO1530  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CO1530  DYNAMIC HT  -          94.380 (meters)     309.64  (feet)  COMP
 CO1530  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CO1530
 CO1530  VERT ORDER  -  SECOND    CLASS II
 CO1530
 CO1530.The horizontal coordinates were scaled from a topographic map and have
 CO1530.an estimated accuracy of +/- 6 seconds.
 CO1530
 CO1530.The orthometric height was determined by differential leveling
 CO1530.and adjusted in May 1996.
 CO1530
 CO1530.The geoid height was determined by GEOID03.
 CO1530
 CO1530.The dynamic height is computed by dividing the NAVD 88
 CO1530.geopotential number by the normal gravity value computed on the
 CO1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1530.degrees latitude (g = 980.6199 gals.).
 CO1530
 CO1530.The modeled gravity was interpolated from observed gravity values.
 CO1530
 CO1530;                    North         East    Units  Estimated Accuracy
 CO1530;SPC MS E     -   321,170.      306,590.      MT  (+/- 180 meters Scaled)
 CO1530
 CO1530                          SUPERSEDED SURVEY CONTROL
 CO1530
 CO1530.No superseded survey control is available for this station.
 CO1530
 CO1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA341858(NAD 83)
 CO1530_MARKER: DR = REFERENCE MARK DISK
 CO1530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1530_SP_SET: BRIDGE ABUTMENT
 CO1530_STAMPING: BM 19 V 5 1982
 CO1530_MARK LOGO: MSHD  
 CO1530_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1530+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1530
 CO1530  HISTORY     - Date     Condition        Report By
 CO1530  HISTORY     - 1982     MONUMENTED       MSHD
 CO1530  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1530
 CO1530                          STATION DESCRIPTION
 CO1530
 CO1530'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1530'5.23 KM (3.25 MI) NORTHWEST ALONG STATE HWY 19 FROM THE JUNCTION OF
 CO1530'U.S. HWY 11, IN THE WEST EDGE OF MERIDIAN, TO THE BRIDGE AND THE MARK
 CO1530'ON THE LEFT, 4.57 M (15.0 FT) SOUTHWEST OF THE CENTER HIGHWAY 19, 0.30
 CO1530'M (1.0 FT) NORTHWEST OF A METAL WITNESS POST, IN THE SOUTHWEST END OF
 CO1530'THE SOUTHEAST ABUTMENT OF A 400 FT CONCRETE BRIDGE.
 CO1530
 CO1530                          STATION RECOVERY (1990)
 CO1530
 CO1530'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1530'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1530'IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF COLLINSVILLE IN THE
 CO1530'STATE HIGHWAY 19 SOUTH BOUND BRIDGE OVER OKATIBBEE CREEK, 4.2 MI
 CO1530'(6.8 KM) NORTHWEST OF THE CENTER OF DOWNTOWN MERIDIAN AND IS IN THE
 CO1530'NORTHEAST CORNER OF SECTION 4, T 6N, R 15E. IT IS 105.5 FT (32.2 M)
 CO1530'SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1743 ***********************************************************************
 CO1743  DESIGNATION -  19 V 50
 CO1743  PID         -  CO1743
 CO1743  STATE/COUNTY-  MS/NESHOBA
 CO1743  USGS QUAD   -  PEARL RIVER (1982)
 CO1743
 CO1743                         *CURRENT SURVEY CONTROL
 CO1743  ___________________________________________________________________
 CO1743* NAD 83(1986)-  32 51 28.     (N)    089 09 01.     (W)     SCALED    
 CO1743* NAVD 88     -       144.253  (meters)     473.27   (feet)  ADJUSTED  
 CO1743  ___________________________________________________________________
 CO1743  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CO1743  DYNAMIC HT  -         144.088 (meters)     472.73  (feet)  COMP
 CO1743  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CO1743
 CO1743  VERT ORDER  -  SECOND    CLASS II
 CO1743
 CO1743.The horizontal coordinates were scaled from a topographic map and have
 CO1743.an estimated accuracy of +/- 6 seconds.
 CO1743
 CO1743.The orthometric height was determined by differential leveling
 CO1743.and adjusted in May 1996.
 CO1743
 CO1743.The geoid height was determined by GEOID03.
 CO1743
 CO1743.The dynamic height is computed by dividing the NAVD 88
 CO1743.geopotential number by the normal gravity value computed on the
 CO1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1743.degrees latitude (g = 980.6199 gals.).
 CO1743
 CO1743.The modeled gravity was interpolated from observed gravity values.
 CO1743
 CO1743;                    North         East    Units  Estimated Accuracy
 CO1743;SPC MS E     -   372,310.      270,340.      MT  (+/- 180 meters Scaled)
 CO1743
 CO1743                          SUPERSEDED SURVEY CONTROL
 CO1743
 CO1743.No superseded survey control is available for this station.
 CO1743
 CO1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB987375(NAD 83)
 CO1743_MARKER: DD = SURVEY DISK
 CO1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1743_SP_SET: CONCRETE POST
 CO1743_STAMPING: BM 19 V 50 1991
 CO1743_MARK LOGO: MSHD  
 CO1743_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1743+STABILITY: SURFACE MOTION
 CO1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1743+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1743
 CO1743  HISTORY     - Date     Condition        Report By
 CO1743  HISTORY     - 1991     MONUMENTED       MSHD
 CO1743
 CO1743                          STATION DESCRIPTION
 CO1743
 CO1743'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1743'MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF PHILADELPHIA, ON
 CO1743'THE NORTHEAST R.0.W. OF STATE HIGHWAY 19, 0.2 MI (0.3 KM) SOUTHEAST
 CO1743'OF COUNTY ROAD NUMBER 836 AND IS IN SECTION 27, T 12N, R 11E.
 CO1743'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1743'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWEAY 19
 CO1743'FOR 4.4 MI (7.1 KM) TO THE MARK ON THE RIGHT.
 CO1743'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 CO1743'POST, ABOUT 18 INCHES ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE
 CO1743'GROUND, 40 FT (12.2 M) NORTHEAST OF THE CENTER OF HIGHWAY 19, 33 FT
 CO1743'(10.1 M) SOUTH OF A 12 INCH WALNUT, 24 FT (7.3 M) EAST OF THE CENTER
 CO1743'OF THE SOUTH LEG OF A CIRCULAR DRIVEWAY, 1.5 FT (0.5 M) SOUTH OF A
 CO1743'FENCE CORNER AND 1 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1744 ***********************************************************************
 CO1744  DESIGNATION -  19 V 51
 CO1744  PID         -  CO1744
 CO1744  STATE/COUNTY-  MS/NESHOBA
 CO1744  USGS QUAD   -  PEARL RIVER (1982)
 CO1744
 CO1744                         *CURRENT SURVEY CONTROL
 CO1744  ___________________________________________________________________
 CO1744* NAD 83(1986)-  32 51 57.     (N)    089 09 46.     (W)     SCALED    
 CO1744* NAVD 88     -       149.767  (meters)     491.36   (feet)  ADJUSTED  
 CO1744  ___________________________________________________________________
 CO1744  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CO1744  DYNAMIC HT  -         149.596 (meters)     490.80  (feet)  COMP
 CO1744  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CO1744
 CO1744  VERT ORDER  -  SECOND    CLASS II
 CO1744
 CO1744.The horizontal coordinates were scaled from a topographic map and have
 CO1744.an estimated accuracy of +/- 6 seconds.
 CO1744
 CO1744.The orthometric height was determined by differential leveling
 CO1744.and adjusted in May 1996.
 CO1744
 CO1744.The geoid height was determined by GEOID03.
 CO1744
 CO1744.The dynamic height is computed by dividing the NAVD 88
 CO1744.geopotential number by the normal gravity value computed on the
 CO1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1744.degrees latitude (g = 980.6199 gals.).
 CO1744
 CO1744.The modeled gravity was interpolated from observed gravity values.
 CO1744
 CO1744;                    North         East    Units  Estimated Accuracy
 CO1744;SPC MS E     -   373,210.      269,170.      MT  (+/- 180 meters Scaled)
 CO1744
 CO1744                          SUPERSEDED SURVEY CONTROL
 CO1744
 CO1744.No superseded survey control is available for this station.
 CO1744
 CO1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB976384(NAD 83)
 CO1744_MARKER: DD = SURVEY DISK
 CO1744_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1744_SP_SET: APRON
 CO1744_STAMPING: BM 19 V 51 1991
 CO1744_MARK LOGO: MSHD  
 CO1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1744+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1744
 CO1744  HISTORY     - Date     Condition        Report By
 CO1744  HISTORY     - 1991     MONUMENTED       MSHD
 CO1744
 CO1744                          STATION DESCRIPTION
 CO1744
 CO1744'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1744'MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF PHILADELPHIA, AT
 CO1744'THE SCOTTS AUTO TRUCK STOP, 0.25 MI (0.40 KM) EAST OF COUNTY ROAD
 CO1744'NUMBER 393 AND IS IN SECTION 28, T 12N, R 11E.
 CO1744'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1744'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWAY 19
 CO1744'FOR 5.35 MI (8.61 KM) TO THE MARK ON THE RIGHT.
 CO1744'MARK IS A MSHD REFERENCE DISK SET IN A DRILL HOLE IN THE CONCRETE
 CO1744'APRON NEAR THE SOUTHEAST CORNER OF THE GREASE RACK AT THE TRUCK STOP,
 CO1744'ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY, 124.5 FT (37.9 M)
 CO1744'NORTH OF THE CENTER OF HIGHWAY 19, 2.3 FT (0.7 M) SOUTH OF THE
 CO1744'SOUTHEAST CORNER OF THE BUILDING AND 0.7 FT (0.2 M) NORTH OF THE
 CO1744'SOUTHEAST CORNER OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1745 ***********************************************************************
 CO1745  DESIGNATION -  19 V 52
 CO1745  PID         -  CO1745
 CO1745  STATE/COUNTY-  MS/NESHOBA
 CO1745  USGS QUAD   -  PEARL RIVER (1982)
 CO1745
 CO1745                         *CURRENT SURVEY CONTROL
 CO1745  ___________________________________________________________________
 CO1745* NAD 83(1986)-  32 52 24.     (N)    089 10 30.     (W)     SCALED    
 CO1745* NAVD 88     -       155.506  (meters)     510.19   (feet)  ADJUSTED  
 CO1745  ___________________________________________________________________
 CO1745  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CO1745  DYNAMIC HT  -         155.329 (meters)     509.61  (feet)  COMP
 CO1745  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 CO1745
 CO1745  VERT ORDER  -  SECOND    CLASS II
 CO1745
 CO1745.The horizontal coordinates were scaled from a topographic map and have
 CO1745.an estimated accuracy of +/- 6 seconds.
 CO1745
 CO1745.The orthometric height was determined by differential leveling
 CO1745.and adjusted in May 1996.
 CO1745
 CO1745.The geoid height was determined by GEOID03.
 CO1745
 CO1745.The dynamic height is computed by dividing the NAVD 88
 CO1745.geopotential number by the normal gravity value computed on the
 CO1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1745.degrees latitude (g = 980.6199 gals.).
 CO1745
 CO1745.The modeled gravity was interpolated from observed gravity values.
 CO1745
 CO1745;                    North         East    Units  Estimated Accuracy
 CO1745;SPC MS E     -   374,040.      268,030.      MT  (+/- 180 meters Scaled)
 CO1745
 CO1745                          SUPERSEDED SURVEY CONTROL
 CO1745
 CO1745.No superseded survey control is available for this station.
 CO1745
 CO1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB965393(NAD 83)
 CO1745_MARKER: DD = SURVEY DISK
 CO1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1745_SP_SET: CONCRETE POST
 CO1745_STAMPING: BM 19 V 52 1991
 CO1745_MARK LOGO: MSHD  
 CO1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1745+STABILITY: SURFACE MOTION
 CO1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1745+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1745
 CO1745  HISTORY     - Date     Condition        Report By
 CO1745  HISTORY     - 1991     MONUMENTED       MSHD
 CO1745
 CO1745                          STATION DESCRIPTION
 CO1745
 CO1745'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1745'MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHWEST OF PHILADELPHIA. ON THE
 CO1745'SOUTHWEST R.O.W. OF STATE HIGHWAY 19, 0.1 MI (0.2 KM) NORTHWEST OF
 CO1745'COUNTY ROAD NUMBER 834 AND IS IN SECTION 21, T 12N, R 11E.
 CO1745'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1745'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH ON STATE HIGHWAY 19
 CO1745'FOR 6.3 MI (10.1 KM) TO THE MARK ON THE LEFT.
 CO1745'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 CO1745'POST, ABOUT LEVEL WITH THE HIGHWAY, FLUSH WITH THE GROUND, 59 FT
 CO1745'(18.0 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19, 1.5 FT (0.5 M) NORTH
 CO1745'OF A POWER POLE AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1746 ***********************************************************************
 CO1746  DESIGNATION -  19 V 53
 CO1746  PID         -  CO1746
 CO1746  STATE/COUNTY-  MS/NESHOBA
 CO1746  USGS QUAD   -  PLATTSBURG (1972)
 CO1746
 CO1746                         *CURRENT SURVEY CONTROL
 CO1746  ___________________________________________________________________
 CO1746* NAD 83(1986)-  32 52 57.     (N)    089 11 15.     (W)     SCALED    
 CO1746* NAVD 88     -       143.202  (meters)     469.82   (feet)  ADJUSTED  
 CO1746  ___________________________________________________________________
 CO1746  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CO1746  DYNAMIC HT  -         143.039 (meters)     469.29  (feet)  COMP
 CO1746  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CO1746
 CO1746  VERT ORDER  -  SECOND    CLASS II
 CO1746
 CO1746.The horizontal coordinates were scaled from a topographic map and have
 CO1746.an estimated accuracy of +/- 6 seconds.
 CO1746
 CO1746.The orthometric height was determined by differential leveling
 CO1746.and adjusted in May 1996.
 CO1746
 CO1746.The geoid height was determined by GEOID03.
 CO1746
 CO1746.The dynamic height is computed by dividing the NAVD 88
 CO1746.geopotential number by the normal gravity value computed on the
 CO1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1746.degrees latitude (g = 980.6199 gals.).
 CO1746
 CO1746.The modeled gravity was interpolated from observed gravity values.
 CO1746
 CO1746;                    North         East    Units  Estimated Accuracy
 CO1746;SPC MS E     -   375,060.      266,860.      MT  (+/- 180 meters Scaled)
 CO1746
 CO1746                          SUPERSEDED SURVEY CONTROL
 CO1746
 CO1746.No superseded survey control is available for this station.
 CO1746
 CO1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB953403(NAD 83)
 CO1746_MARKER: DD = SURVEY DISK
 CO1746_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1746_SP_SET: PIPE CULVERT
 CO1746_STAMPING: BM 19 V 53 1991
 CO1746_MARK LOGO: MSHD  
 CO1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1746+STABILITY: SURFACE MOTION
 CO1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1746+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1746
 CO1746  HISTORY     - Date     Condition        Report By
 CO1746  HISTORY     - 1991     MONUMENTED       MSHD
 CO1746
 CO1746                          STATION DESCRIPTION
 CO1746
 CO1746'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1746'MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH OF PHILADELPHIA, IN A
 CO1746'CULVERT UNDER  HIGHWAY 19, 0.1 MI (0.2 KM) NORTHWEST OF STATE HIGHWAY
 CO1746'395 AND IS IN SECTION 20, T 12N, R 11E.
 CO1746'TO REACH FROM THE STATE HIGHWAY 15 BRIDGE OVER STATE HIGHWAY 19, ABOUT
 CO1746'2.6 MI (4.2 KM) NORTH OF PHILADELPHIA, GO NORTH,ON STATE HIGHWAY 19
 CO1746'FOR 6.75 MI (10.86 KM) TO THE MARK ON THE RIGHT. THE MARK ALSO CAN BE
 CO1746'REACHED FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25 AT
 CO1746'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 8.75 MI
 CO1746'(14.08 KM) TO THE MARK ON THE LEFT.
 CO1746'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1746'SOUTHEAST END OF NORTHEAST HEADWALL OF A 24 INCH CONCRETE PIPE
 CO1746'CULVERT, ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, 454 FT
 CO1746'(138.4 M) NORTHWEST OF THE CENTER OF HIGHWAY 395, 31.5 FT (9.6 M)
 CO1746'NORTHEAST OF THE CENTER OF HIGHWAY 19 AND 0.7 FT (0.2 M) NORTHWEST OF
 CO1746'THE SOUTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1747 ***********************************************************************
 CO1747  DESIGNATION -  19 V 54
 CO1747  PID         -  CO1747
 CO1747  STATE/COUNTY-  MS/NESHOBA
 CO1747  USGS QUAD   -  PLATTSBURG (1972)
 CO1747
 CO1747                         *CURRENT SURVEY CONTROL
 CO1747  ___________________________________________________________________
 CO1747* NAD 83(1986)-  32 53 24.     (N)    089 11 57.     (W)     SCALED    
 CO1747* NAVD 88     -       132.877  (meters)     435.95   (feet)  ADJUSTED  
 CO1747  ___________________________________________________________________
 CO1747  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CO1747  DYNAMIC HT  -         132.726 (meters)     435.45  (feet)  COMP
 CO1747  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CO1747
 CO1747  VERT ORDER  -  SECOND    CLASS II
 CO1747
 CO1747.The horizontal coordinates were scaled from a topographic map and have
 CO1747.an estimated accuracy of +/- 6 seconds.
 CO1747
 CO1747.The orthometric height was determined by differential leveling
 CO1747.and adjusted in May 1996.
 CO1747
 CO1747.The geoid height was determined by GEOID03.
 CO1747
 CO1747.The dynamic height is computed by dividing the NAVD 88
 CO1747.geopotential number by the normal gravity value computed on the
 CO1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1747.degrees latitude (g = 980.6199 gals.).
 CO1747
 CO1747.The modeled gravity was interpolated from observed gravity values.
 CO1747
 CO1747;                    North         East    Units  Estimated Accuracy
 CO1747;SPC MS E     -   375,900.      265,770.      MT  (+/- 180 meters Scaled)
 CO1747
 CO1747                          SUPERSEDED SURVEY CONTROL
 CO1747
 CO1747.No superseded survey control is available for this station.
 CO1747
 CO1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB942412(NAD 83)
 CO1747_MARKER: DD = SURVEY DISK
 CO1747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1747_SP_SET: PIPE CULVERT
 CO1747_STAMPING: BM 19 V 54 1991
 CO1747_MARK LOGO: MSHD  
 CO1747_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1747+STABILITY: SURFACE MOTION
 CO1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1747+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1747
 CO1747  HISTORY     - Date     Condition        Report By
 CO1747  HISTORY     - 1991     MONUMENTED       MSHD
 CO1747
 CO1747                          STATION DESCRIPTION
 CO1747
 CO1747'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1747'MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF PHILADELPHIA, IN A
 CO1747'CULVERT UNDER STATE HIGHWAY 19, 7.4 MI (11.9 KM) NORTHWEST ALONG
 CO1747'STATE HIGHWAY 19 FROM THE STATE HIGHWY 15 BRIDGE OVER STATE HIGHWAY
 CO1747'19, 0.3 MI (0.5 KM) NORTHWEST OF COUNTY ROAD NUMBER 824 AND IS IN
 CO1747'SECTON 18, T 12N, R 11E.
 CO1747'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1747'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 7.25 MI
 CO1747'(11.67 KM) TO A CROSSROAD, CONTINUE SOUTHEAST ON STATE HIGHWAY 19 FOR
 CO1747'0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT.
 CO1747'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1747'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 30 INCH CONCRETE PIPE
 CO1747'CULVERT, ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, 111 FT
 CO1747'(33.8 M) WEST OF POWER POLE NO 133, 30 FT (9.1 M) NORTHEAST OF THE
 CO1747'CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M) NORTHWEST OF THE SOUTHEAST
 CO1747'END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1748 ***********************************************************************
 CO1748  DESIGNATION -  19 V 55
 CO1748  PID         -  CO1748
 CO1748  STATE/COUNTY-  MS/NESHOBA
 CO1748  USGS QUAD   -  PLATTSBURG (1972)
 CO1748
 CO1748                         *CURRENT SURVEY CONTROL
 CO1748  ___________________________________________________________________
 CO1748* NAD 83(1986)-  32 53 43.     (N)    089 12 29.     (W)     SCALED    
 CO1748* NAVD 88     -       140.671  (meters)     461.52   (feet)  ADJUSTED  
 CO1748  ___________________________________________________________________
 CO1748  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CO1748  DYNAMIC HT  -         140.511 (meters)     460.99  (feet)  COMP
 CO1748  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CO1748
 CO1748  VERT ORDER  -  SECOND    CLASS II
 CO1748
 CO1748.The horizontal coordinates were scaled from a topographic map and have
 CO1748.an estimated accuracy of +/- 6 seconds.
 CO1748
 CO1748.The orthometric height was determined by differential leveling
 CO1748.and adjusted in May 1996.
 CO1748
 CO1748.The geoid height was determined by GEOID03.
 CO1748
 CO1748.The dynamic height is computed by dividing the NAVD 88
 CO1748.geopotential number by the normal gravity value computed on the
 CO1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1748.degrees latitude (g = 980.6199 gals.).
 CO1748
 CO1748.The modeled gravity was interpolated from observed gravity values.
 CO1748
 CO1748;                    North         East    Units  Estimated Accuracy
 CO1748;SPC MS E     -   376,490.      264,940.      MT  (+/- 180 meters Scaled)
 CO1748
 CO1748                          SUPERSEDED SURVEY CONTROL
 CO1748
 CO1748.No superseded survey control is available for this station.
 CO1748
 CO1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB934418(NAD 83)
 CO1748_MARKER: DD = SURVEY DISK
 CO1748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1748_SP_SET: PIPE CULVERT
 CO1748_STAMPING: BM 19 V 55 1991
 CO1748_MARK LOGO: MSHD  
 CO1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1748+STABILITY: SURFACE MOTION
 CO1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1748+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1748
 CO1748  HISTORY     - Date     Condition        Report By
 CO1748  HISTORY     - 1991     MONUMENTED       MSHD
 CO1748
 CO1748                          STATION DESCRIPTION
 CO1748
 CO1748'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1748'MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1748'A CULVERT UNDER STATE HIGHWAY 19, 8.95 MI (14.40 KM) NORTHWEST ALONG
 CO1748'STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE, 0.25 MI (0.40 KM)
 CO1748'WEST OF A CROSSROAD AND IS IN SECTION 18, T 12N, R 11E.
 CO1748'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1748'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 6.35 MI
 CO1748'(10.22 KM) TO THE BRIDGE OVER HURRICAN CREEK, CONTINUE EAST ON
 CO1748'HIGHWAY 19 FOR 0.65 MI (1.05 KM) TO THE MARK ON THE LEFT.
 CO1748'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST END
 CO1748'OF THE NORTH HEADWALL OF A 15 INCH CONCRETE PIPE CULVERT, ABOUT 2 FT
 CO1748'(0.6 M) BELOW THE LEVEL OF THE HIGHWAY, 29 FT (8.8 M) NORTH OF THE
 CO1748'CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) EAST OF THE WEST END OF THE
 CO1748'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1749 ***********************************************************************
 CO1749  DESIGNATION -  19 V 56
 CO1749  PID         -  CO1749
 CO1749  STATE/COUNTY-  MS/NESHOBA
 CO1749  USGS QUAD   -  PLATTSBURG (1972)
 CO1749
 CO1749                         *CURRENT SURVEY CONTROL
 CO1749  ___________________________________________________________________
 CO1749* NAD 83(1986)-  32 53 43.     (N)    089 13 11.     (W)     SCALED    
 CO1749* NAVD 88     -       129.960  (meters)     426.38   (feet)  ADJUSTED  
 CO1749  ___________________________________________________________________
 CO1749  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CO1749  DYNAMIC HT  -         129.812 (meters)     425.89  (feet)  COMP
 CO1749  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CO1749
 CO1749  VERT ORDER  -  SECOND    CLASS II
 CO1749
 CO1749.The horizontal coordinates were scaled from a topographic map and have
 CO1749.an estimated accuracy of +/- 6 seconds.
 CO1749
 CO1749.The orthometric height was determined by differential leveling
 CO1749.and adjusted in May 1996.
 CO1749
 CO1749.The geoid height was determined by GEOID03.
 CO1749
 CO1749.The dynamic height is computed by dividing the NAVD 88
 CO1749.geopotential number by the normal gravity value computed on the
 CO1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1749.degrees latitude (g = 980.6199 gals.).
 CO1749
 CO1749.The modeled gravity was interpolated from observed gravity values.
 CO1749
 CO1749;                    North         East    Units  Estimated Accuracy
 CO1749;SPC MS E     -   376,490.      263,850.      MT  (+/- 180 meters Scaled)
 CO1749
 CO1749                          SUPERSEDED SURVEY CONTROL
 CO1749
 CO1749.No superseded survey control is available for this station.
 CO1749
 CO1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB923418(NAD 83)
 CO1749_MARKER: DD = SURVEY DISK
 CO1749_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1749_SP_SET: BRIDGE RAILING
 CO1749_STAMPING: BM 19 V 56 1991
 CO1749_MARK LOGO: MSHD  
 CO1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1749+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1749
 CO1749  HISTORY     - Date     Condition        Report By
 CO1749  HISTORY     - 1991     MONUMENTED       MSHD
 CO1749
 CO1749                          STATION DESCRIPTION
 CO1749
 CO1749'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1749'MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1749'A CONCRETE BRIDGE OVER HURRICANE CREEK, 9.6 MI (15.4 KM) NORTHWEST
 CO1749'ALONG STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE AND IS IN
 CO1749'SECTION 13, T 12N, R 10E.
 CO1749'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1749'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 6.35 MI
 CO1749'(10.22 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.
 CO1749'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE BASE OF
 CO1749'AND NEAR THE WEST END OF THE NORTH CONCRETE RAILING OF A 220 FT
 CO1749'(67.1 M) SPAN BRIDGE, 14 FT (4.3 M) NORTH OF THE CENTER OF HIGHWAY
 CO1749'19, 0.85 FT (0.26 M) EAST OF THE WEST END OF STRAIGHT PART OF THE
 CO1749'RAILING AND IS ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1750 ***********************************************************************
 CO1750  DESIGNATION -  19 V 57
 CO1750  PID         -  CO1750
 CO1750  STATE/COUNTY-  MS/NESHOBA
 CO1750  USGS QUAD   -  PLATTSBURG (1972)
 CO1750
 CO1750                         *CURRENT SURVEY CONTROL
 CO1750  ___________________________________________________________________
 CO1750* NAD 83(1986)-  32 53 58.     (N)    089 14 02.     (W)     SCALED    
 CO1750* NAVD 88     -       135.901  (meters)     445.87   (feet)  ADJUSTED  
 CO1750  ___________________________________________________________________
 CO1750  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CO1750  DYNAMIC HT  -         135.746 (meters)     445.36  (feet)  COMP
 CO1750  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CO1750
 CO1750  VERT ORDER  -  SECOND    CLASS II
 CO1750
 CO1750.The horizontal coordinates were scaled from a topographic map and have
 CO1750.an estimated accuracy of +/- 6 seconds.
 CO1750
 CO1750.The orthometric height was determined by differential leveling
 CO1750.and adjusted in May 1996.
 CO1750
 CO1750.The geoid height was determined by GEOID03.
 CO1750
 CO1750.The dynamic height is computed by dividing the NAVD 88
 CO1750.geopotential number by the normal gravity value computed on the
 CO1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1750.degrees latitude (g = 980.6199 gals.).
 CO1750
 CO1750.The modeled gravity was interpolated from observed gravity values.
 CO1750
 CO1750;                    North         East    Units  Estimated Accuracy
 CO1750;SPC MS E     -   376,960.      262,530.      MT  (+/- 180 meters Scaled)
 CO1750
 CO1750                          SUPERSEDED SURVEY CONTROL
 CO1750
 CO1750.No superseded survey control is available for this station.
 CO1750
 CO1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB910423(NAD 83)
 CO1750_MARKER: DD = SURVEY DISK
 CO1750_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1750_SP_SET: BOX CULVERT
 CO1750_STAMPING: BM 19 V 57 1991
 CO1750_MARK LOGO: MSHD  
 CO1750_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1750+STABILITY: SURFACE MOTION
 CO1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1750+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1750
 CO1750  HISTORY     - Date     Condition        Report By
 CO1750  HISTORY     - 1991     MONUMENTED       MSHD
 CO1750
 CO1750                          STATION DESCRIPTION
 CO1750
 CO1750'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1750'MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1750'A CULVERT UNDER STATE HIGHWAY 19, 10.5 MI (16.9 KM) NORTHWEST ALONG
 CO1750'STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE AND IS IN SECTION
 CO1750'14, R 12N T 10E.
 CO1750'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1750'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 5.3 MI (8.5 KM) TO
 CO1750'A CROSSROAD, CONTINUE SOUTHEAST ON HIGHWAY 19 FOR 0.15 MI (0.24 KM)
 CO1750'TO THE MARK ON THE RIGHT.
 CO1750'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 CO1750'SOUTHWEST HEADWALL OF A 12 X 8 FOOT BOX CULVERT, ABOUT 0.5 FT
 CO1750'(0.2 M) BELOW THE LEVEL OF THE HIGHWAY, 18.5 FT (5.6 M) SOUTHWEST OF
 CO1750'THE CENTER OF HIGHWAY 19 AND 0.8 FT (0.2 M) NORTHWEST OF THE
 CO1750'SOUTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1751 ***********************************************************************
 CO1751  DESIGNATION -  19 V 58
 CO1751  PID         -  CO1751
 CO1751  STATE/COUNTY-  MS/NESHOBA
 CO1751  USGS QUAD   -  PLATTSBURG (1972)
 CO1751
 CO1751                         *CURRENT SURVEY CONTROL
 CO1751  ___________________________________________________________________
 CO1751* NAD 83(1986)-  32 54 27.     (N)    089 14 56.     (W)     SCALED    
 CO1751* NAVD 88     -       175.612  (meters)     576.15   (feet)  ADJUSTED  
 CO1751  ___________________________________________________________________
 CO1751  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO1751  DYNAMIC HT  -         175.412 (meters)     575.50  (feet)  COMP
 CO1751  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CO1751
 CO1751  VERT ORDER  -  SECOND    CLASS II
 CO1751
 CO1751.The horizontal coordinates were scaled from a topographic map and have
 CO1751.an estimated accuracy of +/- 6 seconds.
 CO1751
 CO1751.The orthometric height was determined by differential leveling
 CO1751.and adjusted in May 1996.
 CO1751
 CO1751.The geoid height was determined by GEOID03.
 CO1751
 CO1751.The dynamic height is computed by dividing the NAVD 88
 CO1751.geopotential number by the normal gravity value computed on the
 CO1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1751.degrees latitude (g = 980.6199 gals.).
 CO1751
 CO1751.The modeled gravity was interpolated from observed gravity values.
 CO1751
 CO1751;                    North         East    Units  Estimated Accuracy
 CO1751;SPC MS E     -   377,860.      261,130.      MT  (+/- 180 meters Scaled)
 CO1751
 CO1751                          SUPERSEDED SURVEY CONTROL
 CO1751
 CO1751.No superseded survey control is available for this station.
 CO1751
 CO1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB896432(NAD 83)
 CO1751_MARKER: DD = SURVEY DISK
 CO1751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1751_SP_SET: PIPE CULVERT
 CO1751_STAMPING: BM 19 V 58 1991
 CO1751_MARK LOGO: MSHD  
 CO1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1751+STABILITY: SURFACE MOTION
 CO1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1751+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1751
 CO1751  HISTORY     - Date     Condition        Report By
 CO1751  HISTORY     - 1991     MONUMENTED       MSHD
 CO1751
 CO1751                          STATION DESCRIPTION
 CO1751
 CO1751'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1751'MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1751'A CULVERT UNDER STATE HIGHWAY 19, 11.5 MI (18.5 KM) NORTHWEST ALONG
 CO1751'STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE AND IS ABOUT MIDWAY
 CO1751'ALONG THE EAST SIDE OF SECTION 10, T 12N, R 10E.
 CO1751'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1751'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 3.85 MI (6.20 KM)
 CO1751'TO A SIDE ROAD LEFT, CONTINUE SOUTHEAST ON HIGHWAY 19 FOR 0.6 MI
 CO1751'(1.0 KM) TO THE MARK ON THE RIGHT.
 CO1751'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1751'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF AN 18 INCH CONCRETE PIPE
 CO1751'CULVERT, ABOUT 8 FT (2.4 M) BELOW THE LEVEL OF THE HIGHWAY, 49 FT
 CO1751'(14.9 M) SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 35 FT (10.7 M)
 CO1751'SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M) NORTHWEST OF
 CO1751'THE SOUTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1752 ***********************************************************************
 CO1752  DESIGNATION -  19 V 59
 CO1752  PID         -  CO1752
 CO1752  STATE/COUNTY-  MS/NESHOBA
 CO1752  USGS QUAD   -  FOUR CORNERS (1989)
 CO1752
 CO1752                         *CURRENT SURVEY CONTROL
 CO1752  ___________________________________________________________________
 CO1752* NAD 83(1986)-  32 54 56.     (N)    089 15 55.     (W)     SCALED    
 CO1752* NAVD 88     -       134.305  (meters)     440.63   (feet)  ADJUSTED  
 CO1752  ___________________________________________________________________
 CO1752  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CO1752  DYNAMIC HT  -         134.152 (meters)     440.13  (feet)  COMP
 CO1752  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CO1752
 CO1752  VERT ORDER  -  SECOND    CLASS II
 CO1752
 CO1752.The horizontal coordinates were scaled from a topographic map and have
 CO1752.an estimated accuracy of +/- 6 seconds.
 CO1752
 CO1752.The orthometric height was determined by differential leveling
 CO1752.and adjusted in May 1996.
 CO1752
 CO1752.The geoid height was determined by GEOID03.
 CO1752
 CO1752.The dynamic height is computed by dividing the NAVD 88
 CO1752.geopotential number by the normal gravity value computed on the
 CO1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1752.degrees latitude (g = 980.6199 gals.).
 CO1752
 CO1752.The modeled gravity was interpolated from observed gravity values.
 CO1752
 CO1752;                    North         East    Units  Estimated Accuracy
 CO1752;SPC MS E     -   378,760.      259,600.      MT  (+/- 180 meters Scaled)
 CO1752
 CO1752                          SUPERSEDED SURVEY CONTROL
 CO1752
 CO1752.No superseded survey control is available for this station.
 CO1752
 CO1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB881442(NAD 83)
 CO1752_MARKER: DD = SURVEY DISK
 CO1752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1752_SP_SET: PIPE CULVERT
 CO1752_STAMPING: BM 19 V 59 1991
 CO1752_MARK LOGO: MSHD  
 CO1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1752+STABILITY: SURFACE MOTION
 CO1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1752+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1752
 CO1752  HISTORY     - Date     Condition        Report By
 CO1752  HISTORY     - 1991     MONUMENTED       MSHD
 CO1752
 CO1752                          STATION DESCRIPTION
 CO1752
 CO1752'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1752'MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1752'A CULVERET UNDER STATE HIGHWAY 19, 12.55 MI (20.20 KM) NORTHWEST
 CO1752'ALONG STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE, 1.95 MI
 CO1752'(3.14 KM) SOUTHEAST ALONG HIGHWAY 19 FROM THE WINSTON COUNTY LINE AND
 CO1752'IS IN THE SOUTHWEST CORNER OF SECTION 3, T 12N, R 10E.
 CO1752'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1752'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 1.85 MI (2.98 KM)
 CO1752'TO A SIDE ROAD RIGHT, CONTINUE SOUTHEAST ON HIGHWAY 19 FOR 1.55 MI
 CO1752'(2.49 KM) TO THE MARK ON THE LEFT.
 CO1752'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1752'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE
 CO1752'CULVERT, ABOUT 6 FT (1.8 M) BELOW THE LEVEL OF THE HIGHWAY, 31 FT
 CO1752'(9.4 M) NORTHEAST OF THE CENTER OF HIGHWAY 19 AND IS 0.6 FT (0.2 M)
 CO1752'SOUTHEAST OF THE NORTHWEST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1531 ***********************************************************************
 CO1531  DESIGNATION -  19 V 6
 CO1531  PID         -  CO1531
 CO1531  STATE/COUNTY-  MS/LAUDERDALE
 CO1531  USGS QUAD   -  COLLINSVILLE (1983)
 CO1531
 CO1531                         *CURRENT SURVEY CONTROL
 CO1531  ___________________________________________________________________
 CO1531* NAD 83(1986)-  32 24 36.     (N)    088 46 30.     (W)     SCALED    
 CO1531* NAVD 88     -        97.105  (meters)     318.59   (feet)  ADJUSTED  
 CO1531  ___________________________________________________________________
 CO1531  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO1531  DYNAMIC HT  -          96.991 (meters)     318.21  (feet)  COMP
 CO1531  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CO1531
 CO1531  VERT ORDER  -  SECOND    CLASS II
 CO1531
 CO1531.The horizontal coordinates were scaled from a topographic map and have
 CO1531.an estimated accuracy of +/- 6 seconds.
 CO1531
 CO1531.The orthometric height was determined by differential leveling
 CO1531.and adjusted in May 1996.
 CO1531
 CO1531.The geoid height was determined by GEOID03.
 CO1531
 CO1531.The dynamic height is computed by dividing the NAVD 88
 CO1531.geopotential number by the normal gravity value computed on the
 CO1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1531.degrees latitude (g = 980.6199 gals.).
 CO1531
 CO1531.The modeled gravity was interpolated from observed gravity values.
 CO1531
 CO1531;                    North         East    Units  Estimated Accuracy
 CO1531;SPC MS E     -   322,610.      305,490.      MT  (+/- 180 meters Scaled)
 CO1531
 CO1531                          SUPERSEDED SURVEY CONTROL
 CO1531
 CO1531.No superseded survey control is available for this station.
 CO1531
 CO1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA330872(NAD 83)
 CO1531_MARKER: DR = REFERENCE MARK DISK
 CO1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1531_SP_SET: CONCRETE POST
 CO1531_STAMPING: BM 19 V 6 1982
 CO1531_MARK LOGO: MSHD  
 CO1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1531+STABILITY: SURFACE MOTION
 CO1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1531+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1531
 CO1531  HISTORY     - Date     Condition        Report By
 CO1531  HISTORY     - 1982     MONUMENTED       MSHD
 CO1531  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1531
 CO1531                          STATION DESCRIPTION
 CO1531
 CO1531'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1531'5.31 KM (3.30 MI) NORTHWEST ALONG STATE HWY 19 FROM JUNCTION OF US HWY
 CO1531'11, IN THE WEST EDGE OF MERIDIAN TO A SIDE ROAD ON LEFT, CONTINUE
 CO1531'NORTHWEST ON HWY 19 FOR 1.44 KM (0.90 MI) TO THE MARK ON LEFT, 16.45 M
 CO1531'(54.0 FT) SOUTHEAST CENTER OF A DRIVEWAY, 14.93 M (49.0 FT) SOUTHWEST
 CO1531'CENTER HWY 19, 10.21 M (33.5 FT) SOUTH OF A UTILITY POLE, 1.52 M
 CO1531'(5.0 FT) NORTH NORTHEAST OF A UTILITY POLE, 0.54 M (1.8 FT) NORTHEAST
 CO1531'OF THE END OF A CYCLONE FENCE AND SET IN A ROUND CONCRETE POST.
 CO1531
 CO1531                          STATION RECOVERY (1990)
 CO1531
 CO1531'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1531'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1531'IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF COLLINSVILLE ON THE
 CO1531'SOUTHWEST R.O.W. OF STATE HIGHWAY 19, 5.3 MI (8.5 KM) NORTHWEST OF
 CO1531'MERIDIAN, 2 MI (3.2 KM) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 CO1531'19 AND 494 AND IS IN SECTION 33, T 7N, R 15E.
 CO1531'IT IS 138 FT (42.1 M) SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE
 CO1531'OF HIGHWAY 19, 129 FT (39.3 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 CO1531'BRICK HOUSE, 110 FT (33.5 M) NORTH OF THE CENTER OF A PRIVATE ROAD,
 CO1531'98.5 FT (30.0 M) NORTH OF AN 18 INCH OAK AND 0.7 FT (0.2 M) NORTHWEST
 CO1531'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1753 ***********************************************************************
 CO1753  DESIGNATION -  19 V 60
 CO1753  PID         -  CO1753
 CO1753  STATE/COUNTY-  MS/NESHOBA
 CO1753  USGS QUAD   -  FOUR CORNERS (1989)
 CO1753
 CO1753                         *CURRENT SURVEY CONTROL
 CO1753  ___________________________________________________________________
 CO1753* NAD 83(1986)-  32 55 08.     (N)    089 16 37.     (W)     SCALED    
 CO1753* NAVD 88     -       136.192  (meters)     446.82   (feet)  ADJUSTED  
 CO1753  ___________________________________________________________________
 CO1753  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CO1753  DYNAMIC HT  -         136.038 (meters)     446.32  (feet)  COMP
 CO1753  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CO1753
 CO1753  VERT ORDER  -  SECOND    CLASS II
 CO1753
 CO1753.The horizontal coordinates were scaled from a topographic map and have
 CO1753.an estimated accuracy of +/- 6 seconds.
 CO1753
 CO1753.The orthometric height was determined by differential leveling
 CO1753.and adjusted in May 1996.
 CO1753
 CO1753.The geoid height was determined by GEOID03.
 CO1753
 CO1753.The dynamic height is computed by dividing the NAVD 88
 CO1753.geopotential number by the normal gravity value computed on the
 CO1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1753.degrees latitude (g = 980.6199 gals.).
 CO1753
 CO1753.The modeled gravity was interpolated from observed gravity values.
 CO1753
 CO1753;                    North         East    Units  Estimated Accuracy
 CO1753;SPC MS E     -   379,130.      258,510.      MT  (+/- 180 meters Scaled)
 CO1753
 CO1753                          SUPERSEDED SURVEY CONTROL
 CO1753
 CO1753.No superseded survey control is available for this station.
 CO1753
 CO1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB870445(NAD 83)
 CO1753_MARKER: DD = SURVEY DISK
 CO1753_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1753_SP_SET: BOX CULVERT
 CO1753_STAMPING: BM 19 V 60 1991
 CO1753_MARK LOGO: MSHD  
 CO1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1753+STABILITY: SURFACE MOTION
 CO1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1753+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 CO1753
 CO1753  HISTORY     - Date     Condition        Report By
 CO1753  HISTORY     - 1991     MONUMENTED       MSHD
 CO1753  HISTORY     - 20000821 GOOD             NGS
 CO1753
 CO1753                          STATION DESCRIPTION
 CO1753
 CO1753'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1753'MARK IS LOCATED ABOUT 14 MI (22.5 KM) NORTHWEST OF PHILADELPHIA, IN A
 CO1753'CULVERT UNDER STATE HIGHWAY 19, 14.4 MI (23.2 KM) NORTHWEST ALONG
 CO1753'STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE, 1.1 MI (1.8 KM)
 CO1753'SOUTHEAST ALONG HIGHWAY 19 FROM THE WINSTON COUNTY LINE AND IS IN
 CO1753'SECTION 4, T 12N, R 10E.
 CO1753'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1753'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 1.65 MI (2.66 KM)
 CO1753'TO A SIDE ROAD RIGHT, CONTINUE SOUTHEAST ON HIGHWAY 19 FOR 0.7 MI
 CO1753'(1.1 KM) TO THE MARK ON THE RIGHT.
 CO1753'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1753'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 10 X 6 FOOT CONCRETE BOX
 CO1753'CULVERT, ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, 22.5 FT
 CO1753'(6.9 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 0.7 FT (0.2 M)
 CO1753'NORTHWEST OF THE SOUTHEAST END OF THE CULVERT.
 CO1753
 CO1753                          STATION RECOVERY (2000)
 CO1753
 CO1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1753'AT 32-55-17.6 N BY 089-16-41.6 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1754 ***********************************************************************
 CO1754  DESIGNATION -  19 V 61
 CO1754  PID         -  CO1754
 CO1754  STATE/COUNTY-  MS/NESHOBA
 CO1754  USGS QUAD   -  FOUR CORNERS (1989)
 CO1754
 CO1754                         *CURRENT SURVEY CONTROL
 CO1754  ___________________________________________________________________
 CO1754* NAD 83(1986)-  32 55 44.     (N)    089 17 24.     (W)     SCALED    
 CO1754* NAVD 88     -       148.588  (meters)     487.49   (feet)  ADJUSTED  
 CO1754  ___________________________________________________________________
 CO1754  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CO1754  DYNAMIC HT  -         148.419 (meters)     486.94  (feet)  COMP
 CO1754  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CO1754
 CO1754  VERT ORDER  -  SECOND    CLASS II
 CO1754
 CO1754.The horizontal coordinates were scaled from a topographic map and have
 CO1754.an estimated accuracy of +/- 6 seconds.
 CO1754
 CO1754.The orthometric height was determined by differential leveling
 CO1754.and adjusted in May 1996.
 CO1754
 CO1754.The geoid height was determined by GEOID03.
 CO1754
 CO1754.The dynamic height is computed by dividing the NAVD 88
 CO1754.geopotential number by the normal gravity value computed on the
 CO1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1754.degrees latitude (g = 980.6199 gals.).
 CO1754
 CO1754.The modeled gravity was interpolated from observed gravity values.
 CO1754
 CO1754;                    North         East    Units  Estimated Accuracy
 CO1754;SPC MS E     -   380,250.      257,290.      MT  (+/- 180 meters Scaled)
 CO1754
 CO1754                          SUPERSEDED SURVEY CONTROL
 CO1754
 CO1754.No superseded survey control is available for this station.
 CO1754
 CO1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB858457(NAD 83)
 CO1754_MARKER: DD = SURVEY DISK
 CO1754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1754_SP_SET: PIPE CULVERT
 CO1754_STAMPING: BM 19 V 61 1991
 CO1754_MARK LOGO: MSHD  
 CO1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1754+STABILITY: SURFACE MOTION
 CO1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1754+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1754
 CO1754  HISTORY     - Date     Condition        Report By
 CO1754  HISTORY     - 1991     MONUMENTED       MSHD
 CO1754
 CO1754                          STATION DESCRIPTION
 CO1754
 CO1754'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1754'MARK IS LOCATED ABOUT 15 MI (24.1 KM) NORTHWEST OF PHILADELPHIA, IN A
 CO1754'CULVERT UNDER STATE HIGHWAY 19, 14.4 MI (23.2 KM) NORTHWEST ALONG
 CO1754'STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE, 0.15 MI (0.24 KM)
 CO1754'SOUTHEAST ALONG STATE HIGHWAY 19 FROM THE WINSTON COUNTY LINE AND IS
 CO1754'IN SECTION 5, T 12N, R 10E.
 CO1754'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1754'FOUR CORNERS, GO SOUTHEAST ALONG STATE HIGHWAY 19 FOR 1.35 MI
 CO1754'(2.17 KM) TO A SIDE ROAD RIGHT, CONTINUE SOUTHEAST ON HIGHWAY 19 FOR
 CO1754'0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT.
 CO1754'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1754'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 60 INCH CONCRETE PIPE
 CO1754'CULVERT, ABOUT 12 FT (3.7 M) BELOW THE LEVEL OF THE HIGHWAY, 53 FT
 CO1754'(16.2 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND IS 0.3 FT (0.1 M)
 CO1754'NORTHEAST OF THE SOUTHWEST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1755 ***********************************************************************
 CO1755  CBN         -  This is a Cooperative Base Network Control Station.
 CO1755  DESIGNATION -  19 V 62
 CO1755  PID         -  CO1755
 CO1755  STATE/COUNTY-  MS/WINSTON
 CO1755  USGS QUAD   -  FOUR CORNERS (1989)
 CO1755
 CO1755                         *CURRENT SURVEY CONTROL
 CO1755  ___________________________________________________________________
 CO1755* NAD 83(2007)-  32 56 17.17916(N)    089 17 58.24048(W)     ADJUSTED  
 CO1755* NAVD 88     -       143.655  (meters)     471.31   (feet)  ADJUSTED  
 CO1755  ___________________________________________________________________
 CO1755  EPOCH DATE  -        2002.00
 CO1755  X           -      65,508.155 (meters)                     COMP
 CO1755  Y           -  -5,357,907.246 (meters)                     COMP
 CO1755  Z           -   3,448,262.801 (meters)                     COMP
 CO1755  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CO1755  ELLIP HEIGHT-         116.080 (meters)          (02/10/07) ADJUSTED
 CO1755  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO1755  DYNAMIC HT  -         143.493 (meters)     470.78  (feet)  COMP
 CO1755
 CO1755  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1755  Type    PID    Designation                      North   East  Ellip
 CO1755  -------------------------------------------------------------------
 CO1755  NETWORK CO1755 19 V 62                           1.61   1.39   6.04
 CO1755  -------------------------------------------------------------------
 CO1755  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CO1755
 CO1755  VERT ORDER  -  SECOND    CLASS II
 CO1755
 CO1755.The horizontal coordinates were established by GPS observations
 CO1755.and adjusted by the National Geodetic Survey in February 2007.
 CO1755
 CO1755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1755.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1755.The horizontal coordinates are valid at the epoch date displayed above.
 CO1755.The epoch date for horizontal control is a decimal equivalence
 CO1755.of Year/Month/Day.
 CO1755
 CO1755.The orthometric height was determined by differential leveling
 CO1755.and adjusted in May 1996.
 CO1755
 CO1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1755
 CO1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1755
 CO1755.The ellipsoidal height was determined by GPS observations
 CO1755.and is referenced to NAD 83.
 CO1755
 CO1755.The geoid height was determined by GEOID03.
 CO1755
 CO1755.The dynamic height is computed by dividing the NAVD 88
 CO1755.geopotential number by the normal gravity value computed on the
 CO1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1755.degrees latitude (g = 980.6199 gals.).
 CO1755
 CO1755.The modeled gravity was interpolated from observed gravity values.
 CO1755
 CO1755;                    North         East     Units Scale Factor Converg.
 CO1755;SPC MS E     -   381,271.777   256,405.764   MT  0.99997342   -0 15 12.5
 CO1755;SPC MS E     - 1,250,889.16    841,224.58   sFT  0.99997342   -0 15 12.5
 CO1755;UTM  16      - 3,646,771.810   285,015.607   MT  1.00016991   -1 15 02.9
 CO1755
 CO1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1755!SPC MS E     -   0.99998178  x   0.99997342  =   0.99995520
 CO1755!UTM  16      -   0.99998178  x   1.00016991  =   1.00015168
 CO1755
 CO1755                          SUPERSEDED SURVEY CONTROL
 CO1755
 CO1755  ELLIP H (04/15/02)  116.106  (m)                       GP(       ) 4 2
 CO1755  NAD 83(1993)-  32 56 17.17889(N)    089 17 58.24045(W) AD(       ) B
 CO1755  ELLIP H (02/15/02)  116.106  (m)                       GP(       ) 4 1
 CO1755  NAVD 88 (02/15/02)  143.66   (m)          471.3    (f) LEVELING    3  
 CO1755
 CO1755.Superseded values are not recommended for survey control.
 CO1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1755.See file dsdata.txt to determine how the superseded data were derived.
 CO1755
 CO1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8501646772(NAD 83)
 CO1755_MARKER: DR = REFERENCE MARK DISK
 CO1755_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1755_SP_SET: CONC CULVERT
 CO1755_STAMPING: BM 19 V 62 1991
 CO1755_MARK LOGO: MSHD  
 CO1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1755+STABILITY: SURFACE MOTION
 CO1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1755+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2000
 CO1755
 CO1755  HISTORY     - Date     Condition        Report By
 CO1755  HISTORY     - 1991     MONUMENTED       MSHD
 CO1755  HISTORY     - 20000701 GOOD             NGS
 CO1755
 CO1755                          STATION DESCRIPTION
 CO1755
 CO1755'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1755'MARK IS LOCATED ABOUT 15.7 MI (25.3 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1755'A CULVERT UNDER STATE HIGHWAY 19, 16.15 MI (25.99 KM) NORTHWEST ALONG
 CO1755'STATE HIGHWAY 19 FROM THE STATE HIGHWAY 15 BRIDGE, 0.65 MI (1.05 KM)
 CO1755'NORTHWEST ALONG STATE HIGHWAY 19 FROM THE NESHOBA-WINSTON COUNTY LINE
 CO1755'AND IS IN SECTION 32, T 13N, R 10E.
 CO1755'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1755'FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 0.8 MI (1.3 KM) TO
 CO1755'THE MARK ON THE LEFT.
 CO1755'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1755'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 12 X 8 FOOT BOX CULVERT,
 CO1755'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, 28 FT (8.5 M)
 CO1755'NORTHEAST OF THE CENTER OF HIGHWAY 19 AND 0.6 FT (0.2 M) SOUTHEAST OF
 CO1755'THE NORTHWEST END OF THE CULVERT.
 CO1755
 CO1755                          STATION RECOVERY (2000)
 CO1755
 CO1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1755'RECOVERED AS DESCRIBED.  ADDITIONAL TIES.  THE STATION IS 0.09 MI
 CO1755'(0.14 KM) SOUTHEAST ALONG RTE 19 FROM JAMES FORTUNE ROAD, AND SW
 CO1755'ACROSS AN OPEN LOT FROM A BLUE METAL SHOP BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1765 ***********************************************************************
 CO1765  DESIGNATION -  19 V 63
 CO1765  PID         -  CO1765
 CO1765  STATE/COUNTY-  MS/ATTALA
 CO1765  USGS QUAD   -  FOUR CORNERS (1989)
 CO1765
 CO1765                         *CURRENT SURVEY CONTROL
 CO1765  ___________________________________________________________________
 CO1765* NAD 83(1986)-  32 57 12.     (N)    089 19 13.     (W)     SCALED    
 CO1765* NAVD 88     -       178.206  (meters)     584.66   (feet)  ADJUSTED  
 CO1765  ___________________________________________________________________
 CO1765  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO1765  DYNAMIC HT  -         178.005 (meters)     584.00  (feet)  COMP
 CO1765  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 CO1765
 CO1765  VERT ORDER  -  SECOND    CLASS II
 CO1765
 CO1765.The horizontal coordinates were scaled from a topographic map and have
 CO1765.an estimated accuracy of +/- 6 seconds.
 CO1765
 CO1765.The orthometric height was determined by differential leveling
 CO1765.and adjusted in May 1996.
 CO1765
 CO1765.The geoid height was determined by GEOID03.
 CO1765
 CO1765.The dynamic height is computed by dividing the NAVD 88
 CO1765.geopotential number by the normal gravity value computed on the
 CO1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1765.degrees latitude (g = 980.6199 gals.).
 CO1765
 CO1765.The modeled gravity was interpolated from observed gravity values.
 CO1765
 CO1765;                    North         East    Units  Estimated Accuracy
 CO1765;SPC MS E     -   382,970.      254,470.      MT  (+/- 180 meters Scaled)
 CO1765
 CO1765                          SUPERSEDED SURVEY CONTROL
 CO1765
 CO1765.No superseded survey control is available for this station.
 CO1765
 CO1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB831485(NAD 83)
 CO1765_MARKER: DD = SURVEY DISK
 CO1765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1765_SP_SET: PIPE CULVERT
 CO1765_STAMPING: BM 19 V 63 1991
 CO1765_MARK LOGO: MSHD  
 CO1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1765+STABILITY: SURFACE MOTION
 CO1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1765+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1765
 CO1765  HISTORY     - Date     Condition        Report By
 CO1765  HISTORY     - 1991     MONUMENTED       MSHD
 CO1765
 CO1765                          STATION DESCRIPTION
 CO1765
 CO1765'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1765'MARK IS LOCATED ABOUT 17.4 MI (28.0 KM) NORTHWEST OF PHILADELPHIA, IN
 CO1765'A CULVERT UNDER STATE HIGHWAY 19, 17.2 MI (27.7 KM) SOUTHEAST OF
 CO1765'KOSCIUSKO, 3.5 MI (5.6 KM) SOUTHEAST OF ZAMA, 0.15 MI (0.24 KM)
 CO1765'NORTHWEST ALONG HIGHWAY 19 FROM THE ATTALA - WINSTON COUNTY LINE AND
 CO1765'IS IN SECTION 25, T 13N, R 9E.
 CO1765'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1765'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 0.95 MI (1.53 KM)
 CO1765'TO THE MARK ON THE LEFT.
 CO1765'MARK IS A NSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END
 CO1765'OF THE SOUTH HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, ABOUT 12
 CO1765'FT (3.7 M) BELOW THE LEVEL OF THE HIGHWAY, 113 FT (34.4 M) SOUTHEAST
 CO1765'OF THE CENTER OF A CONCRETE DRIVEWAY, 45 FT (13.7 M) SOUTHWEST OF THE
 CO1765'CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M) WEST OF THE EAST END OF THE
 CO1765'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1756 ***********************************************************************
 CO1756  DESIGNATION -  19 V 64
 CO1756  PID         -  CO1756
 CO1756  STATE/COUNTY-  MS/ATTALA
 CO1756  USGS QUAD   -  FOUR CORNERS (1989)
 CO1756
 CO1756                         *CURRENT SURVEY CONTROL
 CO1756  ___________________________________________________________________
 CO1756* NAD 83(1986)-  32 57 20.     (N)    089 19 53.     (W)     SCALED    
 CO1756* NAVD 88     -       168.341  (meters)     552.30   (feet)  ADJUSTED  
 CO1756  ___________________________________________________________________
 CO1756  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CO1756  DYNAMIC HT  -         168.152 (meters)     551.68  (feet)  COMP
 CO1756  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CO1756
 CO1756  VERT ORDER  -  SECOND    CLASS II
 CO1756
 CO1756.The horizontal coordinates were scaled from a topographic map and have
 CO1756.an estimated accuracy of +/- 6 seconds.
 CO1756
 CO1756.The orthometric height was determined by differential leveling
 CO1756.and adjusted in May 1996.
 CO1756
 CO1756.The geoid height was determined by GEOID03.
 CO1756
 CO1756.The dynamic height is computed by dividing the NAVD 88
 CO1756.geopotential number by the normal gravity value computed on the
 CO1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1756.degrees latitude (g = 980.6199 gals.).
 CO1756
 CO1756.The modeled gravity was interpolated from observed gravity values.
 CO1756
 CO1756;                    North         East    Units  Estimated Accuracy
 CO1756;SPC MS E     -   383,220.      253,430.      MT  (+/- 180 meters Scaled)
 CO1756
 CO1756                          SUPERSEDED SURVEY CONTROL
 CO1756
 CO1756.No superseded survey control is available for this station.
 CO1756
 CO1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB820487(NAD 83)
 CO1756_MARKER: DD = SURVEY DISK
 CO1756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1756_SP_SET: PIPE CULVERT
 CO1756_STAMPING: BM 19 V 64 1991
 CO1756_MARK LOGO: MSHD  
 CO1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1756+STABILITY: SURFACE MOTION
 CO1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1756+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1756
 CO1756  HISTORY     - Date     Condition        Report By
 CO1756  HISTORY     - 1991     MONUMENTED       MSHD
 CO1756
 CO1756                          STATION DESCRIPTION
 CO1756
 CO1756'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1756'MARK IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTHEAST OF KOSCIUSKO, IN A
 CO1756'CULVERT UNDER STATE HIGHWAY 19, 2.8 MI (4.5 KM) SOUTHEAST OF ZAMA,
 CO1756'0.75 MI (1.21 KM) WEST OF THE ATTALA - WINSTON COUNTY LINE, 0.5 MI
 CO1756'(0.8 KM) EAST OF A CROSSROAD AND IS IN SECTION 25, T 13N, R 9E.
 CO1756'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25 AT
 CO1756'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 1.7 MI (2.7 KM) TO
 CO1756'THE MARK ON THE RIGHT.
 CO1756'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST END
 CO1756'OF THE NORTH HEADWALL OF AN 18 INCH PIPE CULVERT, ABOUT 6 FT (1.8 M)
 CO1756'BELOW THE LEVEL OF THE HIGHWAY, 115 FT (35.1 M) SOUTHEAST OF THE
 CO1756'CENTER OF A GRAVEL DRIVEWAY, 34 FT (10.4 M) NORTH OF THE CENTER OF
 CO1756'HIGHWAY 19 AND 0.5 FT (0.2 M) SOUTHEAST OF THE NORTHWEST END OF THE
 CO1756'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1757 ***********************************************************************
 CO1757  DESIGNATION -  19 V 65
 CO1757  PID         -  CO1757
 CO1757  STATE/COUNTY-  MS/ATTALA
 CO1757  USGS QUAD   -  FOUR CORNERS (1989)
 CO1757
 CO1757                         *CURRENT SURVEY CONTROL
 CO1757  ___________________________________________________________________
 CO1757* NAD 83(1986)-  32 57 28.     (N)    089 20 34.     (W)     SCALED    
 CO1757* NAVD 88     -       155.615  (meters)     510.55   (feet)  ADJUSTED  
 CO1757  ___________________________________________________________________
 CO1757  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CO1757  DYNAMIC HT  -         155.441 (meters)     509.98  (feet)  COMP
 CO1757  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CO1757
 CO1757  VERT ORDER  -  SECOND    CLASS II
 CO1757
 CO1757.The horizontal coordinates were scaled from a topographic map and have
 CO1757.an estimated accuracy of +/- 6 seconds.
 CO1757
 CO1757.The orthometric height was determined by differential leveling
 CO1757.and adjusted in May 1996.
 CO1757
 CO1757.The geoid height was determined by GEOID03.
 CO1757
 CO1757.The dynamic height is computed by dividing the NAVD 88
 CO1757.geopotential number by the normal gravity value computed on the
 CO1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1757.degrees latitude (g = 980.6199 gals.).
 CO1757
 CO1757.The modeled gravity was interpolated from observed gravity values.
 CO1757
 CO1757;                    North         East    Units  Estimated Accuracy
 CO1757;SPC MS E     -   383,470.      252,370.      MT  (+/- 180 meters Scaled)
 CO1757
 CO1757                          SUPERSEDED SURVEY CONTROL
 CO1757
 CO1757.No superseded survey control is available for this station.
 CO1757
 CO1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB810490(NAD 83)
 CO1757_MARKER: DD = SURVEY DISK
 CO1757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1757_SP_SET: PIPE CULVERT
 CO1757_STAMPING: BM 19 V 65 1991
 CO1757_MARK LOGO: MSHD  
 CO1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1757+STABILITY: SURFACE MOTION
 CO1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1757+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1757
 CO1757  HISTORY     - Date     Condition        Report By
 CO1757  HISTORY     - 1991     MONUMENTED       MSHD
 CO1757
 CO1757                          STATION DESCRIPTION
 CO1757
 CO1757'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1757'MARK IS LOCATED ABOUT 16 MI (25.7 KM) SOUTHEAST OF KOSCIUSKO IN THE
 CO1757'SOUTHEAST ANGLE OF A CROSSROAD IN A CULVERT UNDER STATE HIGHWAY 19,
 CO1757'2.4 MI (3.9 KM) SOUTHEAST OF ZAMA, 1.45 MI (2.33 KM) WEST OF THE
 CO1757'ATTALA - WINSTON COUNTY LINE AND IS IN SECTION 26, T 13N, R 9E.
 CO1757'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1757'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 2.2 MI (3.5 KM) TO
 CO1757'A CROSSROAD AND THE MARK ON THE LEFT.
 CO1757'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST END
 CO1757'OF THE SOUTH HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, ABOUT 5 FT
 CO1757'(1.5 M) BELOW THE LEVEL OF THE HIGHWAY, 62 FT (18.9 M) EAST OF THE
 CO1757'CENTER OF A GRAVEL ROAD, 38 FT (11.6 M) NORTHWEST OF A POWER POLE
 CO1757'WITH GUY WIRES, 35 FT (10.7 M) SOUTH OF THE CENTER OF HIGHWAY 19 AND
 CO1757'0.9 FT (0.3 M) EAST OF THE WEST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1761 ***********************************************************************
 CO1761  DESIGNATION -  19 V 66
 CO1761  PID         -  CO1761
 CO1761  STATE/COUNTY-  MS/ATTALA
 CO1761  USGS QUAD   -  FOUR CORNERS (1989)
 CO1761
 CO1761                         *CURRENT SURVEY CONTROL
 CO1761  ___________________________________________________________________
 CO1761* NAD 83(1986)-  32 57 53.     (N)    089 21 22.     (W)     SCALED    
 CO1761* NAVD 88     -       150.794  (meters)     494.73   (feet)  ADJUSTED  
 CO1761  ___________________________________________________________________
 CO1761  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CO1761  DYNAMIC HT  -         150.626 (meters)     494.18  (feet)  COMP
 CO1761  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CO1761
 CO1761  VERT ORDER  -  SECOND    CLASS II
 CO1761
 CO1761.The horizontal coordinates were scaled from a topographic map and have
 CO1761.an estimated accuracy of +/- 6 seconds.
 CO1761
 CO1761.The orthometric height was determined by differential leveling
 CO1761.and adjusted in May 1996.
 CO1761
 CO1761.The geoid height was determined by GEOID03.
 CO1761
 CO1761.The dynamic height is computed by dividing the NAVD 88
 CO1761.geopotential number by the normal gravity value computed on the
 CO1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1761.degrees latitude (g = 980.6199 gals.).
 CO1761
 CO1761.The modeled gravity was interpolated from observed gravity values.
 CO1761
 CO1761;                    North         East    Units  Estimated Accuracy
 CO1761;SPC MS E     -   384,250.      251,130.      MT  (+/- 180 meters Scaled)
 CO1761
 CO1761                          SUPERSEDED SURVEY CONTROL
 CO1761
 CO1761.No superseded survey control is available for this station.
 CO1761
 CO1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB797498(NAD 83)
 CO1761_MARKER: DD = SURVEY DISK
 CO1761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1761_SP_SET: PIPE CULVERT
 CO1761_STAMPING: BM 19 V 66 1991
 CO1761_MARK LOGO: MSHD  
 CO1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1761+STABILITY: SURFACE MOTION
 CO1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1761+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1761
 CO1761  HISTORY     - Date     Condition        Report By
 CO1761  HISTORY     - 1991     MONUMENTED       MSHD
 CO1761
 CO1761                          STATION DESCRIPTION
 CO1761
 CO1761'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1761'MARK IS LOCATED ABOUT 14.9 MI (24.0 KM) SOUTHEAST OF KOSCIUSKO IN THE
 CO1761'NORTH ANGLE OF A CROSSROAD, IN A CULVERT UNDER STATE HIGHWAY 19, 1.3
 CO1761'MI (2.1 KM) SOUTHEAST OF ZAMA AND IS IN SECTION 22, T 13N, R 9E.
 CO1761'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1761'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 3.3 MI (5.3 KM) TO
 CO1761'A CROSSROAD AND THE MARK ON THE RIGHT.
 CO1761'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1761'NORTHWEST END OF THE NORTHEAST HEADWALL OF AN 18 INCH CONCRETE PIPE
 CO1761'CULVERT, ABOUT 8 FT (2.4 M) BELOW THE LEVEL OF THE HIGHWAY, 73 FT
 CO1761'(22.3 M) NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 48 FT (14.6 M)
 CO1761'NORTHWEST OF THE CENTER OF HIGHWAY 19 AND 0.95 FT (0.29 M) NORTHEAST
 CO1761'OF THE NORTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1762 ***********************************************************************
 CO1762  DESIGNATION -  19 V 67
 CO1762  PID         -  CO1762
 CO1762  STATE/COUNTY-  MS/ATTALA
 CO1762  USGS QUAD   -  FOUR CORNERS (1989)
 CO1762
 CO1762                         *CURRENT SURVEY CONTROL
 CO1762  ___________________________________________________________________
 CO1762* NAD 83(1986)-  32 58 24.     (N)    089 22 09.     (W)     SCALED    
 CO1762* NAVD 88     -       140.861  (meters)     462.14   (feet)  ADJUSTED  
 CO1762  ___________________________________________________________________
 CO1762  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CO1762  DYNAMIC HT  -         140.704 (meters)     461.63  (feet)  COMP
 CO1762  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CO1762
 CO1762  VERT ORDER  -  SECOND    CLASS II
 CO1762
 CO1762.The horizontal coordinates were scaled from a topographic map and have
 CO1762.an estimated accuracy of +/- 6 seconds.
 CO1762
 CO1762.The orthometric height was determined by differential leveling
 CO1762.and adjusted in May 1996.
 CO1762
 CO1762.The geoid height was determined by GEOID03.
 CO1762
 CO1762.The dynamic height is computed by dividing the NAVD 88
 CO1762.geopotential number by the normal gravity value computed on the
 CO1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1762.degrees latitude (g = 980.6199 gals.).
 CO1762
 CO1762.The modeled gravity was interpolated from observed gravity values.
 CO1762
 CO1762;                    North         East    Units  Estimated Accuracy
 CO1762;SPC MS E     -   385,210.      249,910.      MT  (+/- 180 meters Scaled)
 CO1762
 CO1762                          SUPERSEDED SURVEY CONTROL
 CO1762
 CO1762.No superseded survey control is available for this station.
 CO1762
 CO1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB785508(NAD 83)
 CO1762_MARKER: DD = SURVEY DISK
 CO1762_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1762_SP_SET: PIPE CULVERT
 CO1762_STAMPING: BM 19 V 67 1991
 CO1762_MARK LOGO: MSHD  
 CO1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1762+STABILITY: SURFACE MOTION
 CO1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1762+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1762
 CO1762  HISTORY     - Date     Condition        Report By
 CO1762  HISTORY     - 1991     MONUMENTED       MSHD
 CO1762
 CO1762                          STATION DESCRIPTION
 CO1762
 CO1762'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1762'MARK IS LOCATED ABOUT 14 MI (22.5 KM) SOUTHEAST OF KOSCIUSKO, IN A
 CO1762'CULVERT UNDER STATE HIGHWAY 19, 0.35 MI (0.56 KM) SOUTHEAST OF THE
 CO1762'MAIN CROSSROAD LEADING INTO ZAMA AND IS IN SECTION 21, T 13N, R 9E.
 CO1762'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1762'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 4 MI (6.4 KM) TO A
 CO1762'SIDE ROAD LEFT LEADING TO THE ZAMA BAPTIST CHURCH, CONTINUE NORTHWEST
 CO1762'ON STATE HIGHWAY 19 FOR 0.2 MI (0.3 KM) TO TH MARK ON THE LEFT.
 CO1762'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1762'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 24 INCH CONCRETE PIPE
 CO1762'CULVERT, ABOUT 6 FT (1.8 M) BELOW THE LEVEL OF THE HIGHWAY, 115 FT
 CO1762'(35.1 M) SOUTHWEST OF THE SOUTHEAST LEG OF A CIRCULAR DRIVEWAY AT
 CO1762'GROCERY STORE, 39.5 FT (12.0 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19
 CO1762'AND 0.65 FT (0.20 M) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1763 ***********************************************************************
 CO1763  DESIGNATION -  19 V 68
 CO1763  PID         -  CO1763
 CO1763  STATE/COUNTY-  MS/ATTALA
 CO1763  USGS QUAD   -  ZAMA (1989)
 CO1763
 CO1763                         *CURRENT SURVEY CONTROL
 CO1763  ___________________________________________________________________
 CO1763* NAD 83(1986)-  32 58 50.     (N)    089 23 04.     (W)     SCALED    
 CO1763* NAVD 88     -       125.874  (meters)     412.97   (feet)  ADJUSTED  
 CO1763  ___________________________________________________________________
 CO1763  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CO1763  DYNAMIC HT  -         125.734 (meters)     412.51  (feet)  COMP
 CO1763  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CO1763
 CO1763  VERT ORDER  -  SECOND    CLASS II
 CO1763
 CO1763.The horizontal coordinates were scaled from a topographic map and have
 CO1763.an estimated accuracy of +/- 6 seconds.
 CO1763
 CO1763.The orthometric height was determined by differential leveling
 CO1763.and adjusted in May 1996.
 CO1763
 CO1763.The geoid height was determined by GEOID03.
 CO1763
 CO1763.The dynamic height is computed by dividing the NAVD 88
 CO1763.geopotential number by the normal gravity value computed on the
 CO1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1763.degrees latitude (g = 980.6199 gals.).
 CO1763
 CO1763.The modeled gravity was interpolated from observed gravity values.
 CO1763
 CO1763;                    North         East    Units  Estimated Accuracy
 CO1763;SPC MS E     -   386,020.      248,490.      MT  (+/- 180 meters Scaled)
 CO1763
 CO1763                          SUPERSEDED SURVEY CONTROL
 CO1763
 CO1763.No superseded survey control is available for this station.
 CO1763
 CO1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB771516(NAD 83)
 CO1763_MARKER: DD = SURVEY DISK
 CO1763_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1763_SP_SET: BRIDGE RAILING
 CO1763_STAMPING: BM 19 V 68 1991
 CO1763_MARK LOGO: MSHD  
 CO1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1763+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1763
 CO1763  HISTORY     - Date     Condition        Report By
 CO1763  HISTORY     - 1991     MONUMENTED       MSHD
 CO1763
 CO1763                          STATION DESCRIPTION
 CO1763
 CO1763'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1763'MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) SOUTHEAST OF KOSCIUSKO, IN THE
 CO1763'STATE HIGHWAY 19 BRIDGE OVER LOBUTCHA CREEK, 0.3 MI (0.5 KM)
 CO1763'NORTHWEST OF A CROSSROAD AND IS IN SECTION 16, T 13N, R 9E.
 CO1763'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1763'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 5.15 MI (8.29 KM)
 CO1763'TO THE BRIDGE AND THE MARK ON THE LEFT.
 CO1763'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1763'SOUTHEAST END OF THE BASE OF THE SOUTHWEST RAILING OF THE CONCRETE
 CO1763'BRIDGE, ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF THE HIGHWAY, 14 FT
 CO1763'(4.3 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 1 FT (0.3 M)
 CO1763'NORTHWEST OF SOUTHEAST END OF THE STRAIGHT PART OF THE RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1764 ***********************************************************************
 CO1764  DESIGNATION -  19 V 69
 CO1764  PID         -  CO1764
 CO1764  STATE/COUNTY-  MS/ATTALA
 CO1764  USGS QUAD   -  ZAMA (1989)
 CO1764
 CO1764                         *CURRENT SURVEY CONTROL
 CO1764  ___________________________________________________________________
 CO1764* NAD 83(1986)-  32 59 26.     (N)    089 23 49.     (W)     SCALED    
 CO1764* NAVD 88     -       135.969  (meters)     446.09   (feet)  ADJUSTED  
 CO1764  ___________________________________________________________________
 CO1764  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CO1764  DYNAMIC HT  -         135.818 (meters)     445.60  (feet)  COMP
 CO1764  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CO1764
 CO1764  VERT ORDER  -  SECOND    CLASS II
 CO1764
 CO1764.The horizontal coordinates were scaled from a topographic map and have
 CO1764.an estimated accuracy of +/- 6 seconds.
 CO1764
 CO1764.The orthometric height was determined by differential leveling
 CO1764.and adjusted in May 1996.
 CO1764
 CO1764.The geoid height was determined by GEOID03.
 CO1764
 CO1764.The dynamic height is computed by dividing the NAVD 88
 CO1764.geopotential number by the normal gravity value computed on the
 CO1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1764.degrees latitude (g = 980.6199 gals.).
 CO1764
 CO1764.The modeled gravity was interpolated from observed gravity values.
 CO1764
 CO1764;                    North         East    Units  Estimated Accuracy
 CO1764;SPC MS E     -   387,130.      247,330.      MT  (+/- 180 meters Scaled)
 CO1764
 CO1764                          SUPERSEDED SURVEY CONTROL
 CO1764
 CO1764.No superseded survey control is available for this station.
 CO1764
 CO1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB760527(NAD 83)
 CO1764_MARKER: DD = SURVEY DISK
 CO1764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1764_SP_SET: PIPE CULVERT
 CO1764_STAMPING: BM 19 V 69 1991
 CO1764_MARK LOGO: MSHD  
 CO1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1764+STABILITY: SURFACE MOTION
 CO1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1764+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1764
 CO1764  HISTORY     - Date     Condition        Report By
 CO1764  HISTORY     - 1991     MONUMENTED       MSHD
 CO1764
 CO1764                          STATION DESCRIPTION
 CO1764
 CO1764'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1764'MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) SOUTHEAST OF KOSCIUSKO, IN A
 CO1764'CULVERT UNDER STATE HIGHWAY 19, 0.9 MI (1.4 KM) NORTHWEST OF THE
 CO1764'HIGHWAY 19 BRIDGE OVER LOBUTCHA CREEK, 0.6 MI (1.0 KM) NORTHWEST OF A
 CO1764'CROSSROAD AND IS IN SECTION 8, T 13N, R 9E.
 CO1764'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 CO1764'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 6.1 MI (9.8 KM) TO
 CO1764'THE MARK ON THE RIGHT.
 CO1764'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1764'SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 18 INCH CONCRETE PIPE
 CO1764'CULVERT, ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, 108 FT
 CO1764'(32.9 M) NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY, 85 FT (25.9 M)
 CO1764'WEST OF THE WEST CORNER OF A BRICK HOUSE, 25 FT (7.6 M) NORTHEAST OF
 CO1764'THE CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M) NORTHWEST OF THE
 CO1764'SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1532 ***********************************************************************
 CO1532  DESIGNATION -  19 V 7
 CO1532  PID         -  CO1532
 CO1532  STATE/COUNTY-  MS/LAUDERDALE
 CO1532  USGS QUAD   -  COLLINSVILLE (1983)
 CO1532
 CO1532                         *CURRENT SURVEY CONTROL
 CO1532  ___________________________________________________________________
 CO1532* NAD 83(1986)-  32 25 13.     (N)    088 47 00.     (W)     SCALED    
 CO1532* NAVD 88     -        96.237  (meters)     315.74   (feet)  ADJUSTED  
 CO1532  ___________________________________________________________________
 CO1532  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CO1532  DYNAMIC HT  -          96.124 (meters)     315.37  (feet)  COMP
 CO1532  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 CO1532
 CO1532  VERT ORDER  -  SECOND    CLASS II
 CO1532
 CO1532.The horizontal coordinates were scaled from a topographic map and have
 CO1532.an estimated accuracy of +/- 6 seconds.
 CO1532
 CO1532.The orthometric height was determined by differential leveling
 CO1532.and adjusted in May 1996.
 CO1532
 CO1532.The geoid height was determined by GEOID03.
 CO1532
 CO1532.The dynamic height is computed by dividing the NAVD 88
 CO1532.geopotential number by the normal gravity value computed on the
 CO1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1532.degrees latitude (g = 980.6199 gals.).
 CO1532
 CO1532.The modeled gravity was interpolated from observed gravity values.
 CO1532
 CO1532;                    North         East    Units  Estimated Accuracy
 CO1532;SPC MS E     -   323,750.      304,700.      MT  (+/- 180 meters Scaled)
 CO1532
 CO1532                          SUPERSEDED SURVEY CONTROL
 CO1532
 CO1532.No superseded survey control is available for this station.
 CO1532
 CO1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA323884(NAD 83)
 CO1532_MARKER: DR = REFERENCE MARK DISK
 CO1532_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1532_SP_SET: BOX CULVERT
 CO1532_STAMPING: BM 19 V 7 1982
 CO1532_MARK LOGO: MSHD  
 CO1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1532+STABILITY: SURFACE MOTION
 CO1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1532+SATELLITE: SATELLITE OBSERVATIONS - 1982
 CO1532
 CO1532  HISTORY     - Date     Condition        Report By
 CO1532  HISTORY     - 1982     MONUMENTED       MSHD
 CO1532  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1532
 CO1532                          STATION DESCRIPTION
 CO1532
 CO1532'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1532'8.05 KM (5.00 MI) NORTHWEST ON STATE HWY 19 FROM THE JUNCTION OF US
 CO1532'HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN TO A SIDE ROAD
 CO1532'ON THE RIGHT, CONTINUE NORTHWEST ON HWY 19 FOR 1.61 KM (1.00 MI) TO
 CO1532'THE MARK ON THE LEFT, 10.36 M (34.0 FT) SOUTHWEST CENTER HWY 19, 0.30
 CO1532'M (1.0 FT) NORTHWEST OF METAL WITNESS POST AND SET IN A DRILL HOLE IN
 CO1532'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A BOX CULVERT.
 CO1532
 CO1532                          STATION RECOVERY (1990)
 CO1532
 CO1532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1532'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1532'IS LOCATED ABOUT 7.15 MI (11.51 KM) SOUTHEAST ALONG STATE HIGHWAY 19
 CO1532'FROM THE POST OFFICE IN COLLINSVILLE IN A CULVERT UNDER THE SOUTH
 CO1532'BOUND LANE OF STATE HIGHWAY 19, 6 MI (9.7 KM) NORTHWEST OF MERIDIAN,
 CO1532'1.15 MI (1.85 KM) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 19 AND
 CO1532'494 AND IS IN SECTION 29, T 7N, R 15E. IT IS 124.5 FT (37.9 M)
 CO1532'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2161 ***********************************************************************
 DJ2161  DESIGNATION -  19 V 70
 DJ2161  PID         -  DJ2161
 DJ2161  STATE/COUNTY-  MS/ATTALA
 DJ2161  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2161
 DJ2161                         *CURRENT SURVEY CONTROL
 DJ2161  ___________________________________________________________________
 DJ2161* NAD 83(1986)-  33 00 08.     (N)    089 24 03.     (W)     SCALED    
 DJ2161* NAVD 88     -       144.770  (meters)     474.97   (feet)  ADJUSTED  
 DJ2161  ___________________________________________________________________
 DJ2161  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DJ2161  DYNAMIC HT  -         144.609 (meters)     474.44  (feet)  COMP
 DJ2161  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DJ2161
 DJ2161  VERT ORDER  -  SECOND    CLASS II
 DJ2161
 DJ2161.The horizontal coordinates were scaled from a topographic map and have
 DJ2161.an estimated accuracy of +/- 6 seconds.
 DJ2161
 DJ2161.The orthometric height was determined by differential leveling
 DJ2161.and adjusted in May 1996.
 DJ2161
 DJ2161.The geoid height was determined by GEOID03.
 DJ2161
 DJ2161.The dynamic height is computed by dividing the NAVD 88
 DJ2161.geopotential number by the normal gravity value computed on the
 DJ2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2161.degrees latitude (g = 980.6199 gals.).
 DJ2161
 DJ2161.The modeled gravity was interpolated from observed gravity values.
 DJ2161
 DJ2161;                    North         East    Units  Estimated Accuracy
 DJ2161;SPC MS E     -   388,430.      246,970.      MT  (+/- 180 meters Scaled)
 DJ2161
 DJ2161                          SUPERSEDED SURVEY CONTROL
 DJ2161
 DJ2161.No superseded survey control is available for this station.
 DJ2161
 DJ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB757540(NAD 83)
 DJ2161_MARKER: DD = SURVEY DISK
 DJ2161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2161_SP_SET: PIPE CULVERT
 DJ2161_STAMPING: BM 19 V 70 1991
 DJ2161_MARK LOGO: MSHD  
 DJ2161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2161+STABILITY: SURFACE MOTION
 DJ2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2161+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DJ2161
 DJ2161  HISTORY     - Date     Condition        Report By
 DJ2161  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2161
 DJ2161                          STATION DESCRIPTION
 DJ2161
 DJ2161'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2161'MARK IS LOCATED ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2161'CULVERT UNDER STATE HIGHWAY 19, 4.6 MI (7.4 KM) SOUTHEAST OF THE
 DJ2161'JUNCTIN OF STATE HIGHWAYS 14 AND 19 AND IS IN SECTION 8, T 13N, R 9E.
 DJ2161'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 DJ2161'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 7 MI (11.3 KM) TO
 DJ2161'THE MARK ON THE RIGHT, JUST BEYOND A SIDE ROAD RIGHT.
 DJ2161'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2161'NORTHWEST END OF THE NORTHEAST HEADWALL OF AN 18 INCH CONCRETE PIPE
 DJ2161'CULVERT, ABOUT 12 FT (3.7 M) BELOW THE LEVEL OF THE HIGHWAY, 47 FT
 DJ2161'(14.3 M) EAST NORTHEAST OF THE CENTER OF HIGHWAY 19 AND 0.4 FT
 DJ2161'(0.1 M) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2162 ***********************************************************************
 DJ2162  DESIGNATION -  19 V 71
 DJ2162  PID         -  DJ2162
 DJ2162  STATE/COUNTY-  MS/ATTALA
 DJ2162  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2162
 DJ2162                         *CURRENT SURVEY CONTROL
 DJ2162  ___________________________________________________________________
 DJ2162* NAD 83(1986)-  33 00 35.     (N)    089 24 26.     (W)     SCALED    
 DJ2162* NAVD 88     -       134.317  (meters)     440.67   (feet)  ADJUSTED  
 DJ2162  ___________________________________________________________________
 DJ2162  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DJ2162  DYNAMIC HT  -         134.168 (meters)     440.18  (feet)  COMP
 DJ2162  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DJ2162
 DJ2162  VERT ORDER  -  SECOND    CLASS II
 DJ2162
 DJ2162.The horizontal coordinates were scaled from a topographic map and have
 DJ2162.an estimated accuracy of +/- 6 seconds.
 DJ2162
 DJ2162.The orthometric height was determined by differential leveling
 DJ2162.and adjusted in May 1996.
 DJ2162
 DJ2162.The geoid height was determined by GEOID03.
 DJ2162
 DJ2162.The dynamic height is computed by dividing the NAVD 88
 DJ2162.geopotential number by the normal gravity value computed on the
 DJ2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2162.degrees latitude (g = 980.6199 gals.).
 DJ2162
 DJ2162.The modeled gravity was interpolated from observed gravity values.
 DJ2162
 DJ2162;                    North         East    Units  Estimated Accuracy
 DJ2162;SPC MS E     -   389,260.      246,380.      MT  (+/- 180 meters Scaled)
 DJ2162
 DJ2162                          SUPERSEDED SURVEY CONTROL
 DJ2162
 DJ2162.No superseded survey control is available for this station.
 DJ2162
 DJ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB751549(NAD 83)
 DJ2162_MARKER: DD = SURVEY DISK
 DJ2162_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2162_SP_SET: BOX CULVERT
 DJ2162_STAMPING: BM 19 V 71 1991
 DJ2162_MARK LOGO: MSHD  
 DJ2162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2162+STABILITY: SURFACE MOTION
 DJ2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2162+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DJ2162
 DJ2162  HISTORY     - Date     Condition        Report By
 DJ2162  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2162
 DJ2162                          STATION DESCRIPTION
 DJ2162
 DJ2162'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2162'MARK IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2162'CULVERT UNDER STATE HIGHWAY 19, 3.75 MI (6.03 KM) SOUTHEAST OF THE
 DJ2162'JUNCTION OF STATE HIGHWAYS 14 AND 19, 0.75 MI (1.21 KM) SOUTHEAST OF
 DJ2162'A CROSSROAD AND IS IN SECTION 6, T 13N R 9E.
 DJ2162'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 DJ2162'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 7.8 MI (12.6 KM)
 DJ2162'TO THE MARK ON THE LEFT.
 DJ2162'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2162'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 10 X 9 FOOT CONCRETE BOX
 DJ2162'CULVERT, ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY, 22 FT
 DJ2162'(6.7 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M)
 DJ2162'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2163 ***********************************************************************
 DJ2163  DESIGNATION -  19 V 72
 DJ2163  PID         -  DJ2163
 DJ2163  STATE/COUNTY-  MS/ATTALA
 DJ2163  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2163
 DJ2163                         *CURRENT SURVEY CONTROL
 DJ2163  ___________________________________________________________________
 DJ2163* NAD 83(1986)-  33 01 03.     (N)    089 25 05.     (W)     SCALED    
 DJ2163* NAVD 88     -       145.161  (meters)     476.25   (feet)  ADJUSTED  
 DJ2163  ___________________________________________________________________
 DJ2163  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DJ2163  DYNAMIC HT  -         145.000 (meters)     475.72  (feet)  COMP
 DJ2163  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DJ2163
 DJ2163  VERT ORDER  -  SECOND    CLASS II
 DJ2163
 DJ2163.The horizontal coordinates were scaled from a topographic map and have
 DJ2163.an estimated accuracy of +/- 6 seconds.
 DJ2163
 DJ2163.The orthometric height was determined by differential leveling
 DJ2163.and adjusted in May 1996.
 DJ2163
 DJ2163.The geoid height was determined by GEOID03.
 DJ2163
 DJ2163.The dynamic height is computed by dividing the NAVD 88
 DJ2163.geopotential number by the normal gravity value computed on the
 DJ2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2163.degrees latitude (g = 980.6199 gals.).
 DJ2163
 DJ2163.The modeled gravity was interpolated from observed gravity values.
 DJ2163
 DJ2163;                    North         East    Units  Estimated Accuracy
 DJ2163;SPC MS E     -   390,130.      245,370.      MT  (+/- 180 meters Scaled)
 DJ2163
 DJ2163                          SUPERSEDED SURVEY CONTROL
 DJ2163
 DJ2163.No superseded survey control is available for this station.
 DJ2163
 DJ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB741558(NAD 83)
 DJ2163_MARKER: DD = SURVEY DISK
 DJ2163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2163_SP_SET: PIPE CULVERT
 DJ2163_STAMPING: BM 19 V 72 1991
 DJ2163_MARK LOGO: MSHD  
 DJ2163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2163+STABILITY: SURFACE MOTION
 DJ2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2163+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DJ2163
 DJ2163  HISTORY     - Date     Condition        Report By
 DJ2163  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2163
 DJ2163                          STATION DESCRIPTION
 DJ2163
 DJ2163'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2163'MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTHEAST OF KOSCIUSKO, IN THE
 DJ2163'NORTHWEST ANGLE OF A CROSSROAD, IN A CULVERT UNDER STATE HIGHWAY 19,
 DJ2163'3 MI (4.8 KM) SOUTHEAST OF THE JUNCTIUON OF STATE HIGHWAYS 14 AND 19
 DJ2163'AND IS IN SECTION 6, T 13N R 9E.
 DJ2163'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 DJ2163'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 8.5 MI (13.7 KM)
 DJ2163'TO THE MARK ON THE RIGHT JUST BEYOND A CROSSROAD.
 DJ2163'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2163'NORTHWEST END OF THE NORTHEAST HEADWALL OF AN 18 INCH CONCRETE PIPE
 DJ2163'CULVERT, ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, 61 FT
 DJ2163'(18.6 M) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 27.5 FT (8.4 M)
 DJ2163'NORTHEAST OF THE CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) SOUTHEAST OF
 DJ2163'THE NORTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2164 ***********************************************************************
 DJ2164  DESIGNATION -  19 V 73
 DJ2164  PID         -  DJ2164
 DJ2164  STATE/COUNTY-  MS/ATTALA
 DJ2164  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2164
 DJ2164                         *CURRENT SURVEY CONTROL
 DJ2164  ___________________________________________________________________
 DJ2164* NAD 83(1986)-  33 01 09.     (N)    089 25 45.     (W)     SCALED    
 DJ2164* NAVD 88     -       144.850  (meters)     475.23   (feet)  ADJUSTED  
 DJ2164  ___________________________________________________________________
 DJ2164  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DJ2164  DYNAMIC HT  -         144.689 (meters)     474.70  (feet)  COMP
 DJ2164  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DJ2164
 DJ2164  VERT ORDER  -  SECOND    CLASS II
 DJ2164
 DJ2164.The horizontal coordinates were scaled from a topographic map and have
 DJ2164.an estimated accuracy of +/- 6 seconds.
 DJ2164
 DJ2164.The orthometric height was determined by differential leveling
 DJ2164.and adjusted in May 1996.
 DJ2164
 DJ2164.The geoid height was determined by GEOID03.
 DJ2164
 DJ2164.The dynamic height is computed by dividing the NAVD 88
 DJ2164.geopotential number by the normal gravity value computed on the
 DJ2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2164.degrees latitude (g = 980.6199 gals.).
 DJ2164
 DJ2164.The modeled gravity was interpolated from observed gravity values.
 DJ2164
 DJ2164;                    North         East    Units  Estimated Accuracy
 DJ2164;SPC MS E     -   390,320.      244,330.      MT  (+/- 180 meters Scaled)
 DJ2164
 DJ2164                          SUPERSEDED SURVEY CONTROL
 DJ2164
 DJ2164.No superseded survey control is available for this station.
 DJ2164
 DJ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB730560(NAD 83)
 DJ2164_MARKER: DD = SURVEY DISK
 DJ2164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2164_SP_SET: PIPE CULVERT
 DJ2164_STAMPING: BM 19 V 73 1991
 DJ2164_MARK LOGO: MSHD  
 DJ2164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2164+STABILITY: SURFACE MOTION
 DJ2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2164+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DJ2164
 DJ2164  HISTORY     - Date     Condition        Report By
 DJ2164  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2164
 DJ2164                          STATION DESCRIPTION
 DJ2164
 DJ2164'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2164'MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2164'CULVERT UNDER STATE HIGHWAY 19, 2.2 MI (3.5 KM) EAST SOUTHEAST OF THE
 DJ2164'JUNCTION OF STATE HIGHWAYS 14 AND 19, 0.8 MI (1.3 KM) WEST NORTHWEST
 DJ2164'OF A CROSSROAD AND IS IN SECTION 36, T 14N, R 8E.
 DJ2164'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25, AT
 DJ2164'FOUR CORNERS, GO NORTHWEST ON STATE HIGHWAY 19 FOR 9.3 MI (15.0 KM)
 DJ2164'TO THE MARK ON THE LEFT. THE MARK ALSO CAN BE REACHED FROM THE
 DJ2164'JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, ABOUT 2.5 MI (4.0 KM) SOUTH
 DJ2164'OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR 8.95 MI
 DJ2164'(14.40 KM) TO THE MARK ON THE RIGHT.
 DJ2164'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2164'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF AN 18 INCH CONCRETE PIPE
 DJ2164'CULVERT, ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE HOGHWAY, 116 FT
 DJ2164'(35.4 M) NORTHWEST OF A GRAVEL DRIVEWAY, 20 FT (6.1 M) SOUTHWEST OF
 DJ2164'THE CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) NORTHWEST OF THE
 DJ2164'SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2165 ***********************************************************************
 DJ2165  DESIGNATION -  19 V 74
 DJ2165  PID         -  DJ2165
 DJ2165  STATE/COUNTY-  MS/ATTALA
 DJ2165  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2165
 DJ2165                         *CURRENT SURVEY CONTROL
 DJ2165  ___________________________________________________________________
 DJ2165* NAD 83(1986)-  33 01 42.     (N)    089 26 44.     (W)     SCALED    
 DJ2165* NAVD 88     -       141.311  (meters)     463.62   (feet)  ADJUSTED  
 DJ2165  ___________________________________________________________________
 DJ2165  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DJ2165  DYNAMIC HT  -         141.154 (meters)     463.10  (feet)  COMP
 DJ2165  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 DJ2165
 DJ2165  VERT ORDER  -  SECOND    CLASS II
 DJ2165
 DJ2165.The horizontal coordinates were scaled from a topographic map and have
 DJ2165.an estimated accuracy of +/- 6 seconds.
 DJ2165
 DJ2165.The orthometric height was determined by differential leveling
 DJ2165.and adjusted in May 1996.
 DJ2165
 DJ2165.The geoid height was determined by GEOID03.
 DJ2165
 DJ2165.The dynamic height is computed by dividing the NAVD 88
 DJ2165.geopotential number by the normal gravity value computed on the
 DJ2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2165.degrees latitude (g = 980.6199 gals.).
 DJ2165
 DJ2165.The modeled gravity was interpolated from observed gravity values.
 DJ2165
 DJ2165;                    North         East    Units  Estimated Accuracy
 DJ2165;SPC MS E     -   391,350.      242,810.      MT  (+/- 180 meters Scaled)
 DJ2165
 DJ2165                          SUPERSEDED SURVEY CONTROL
 DJ2165
 DJ2165.No superseded survey control is available for this station.
 DJ2165
 DJ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB715570(NAD 83)
 DJ2165_MARKER: DD = SURVEY DISK
 DJ2165_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2165_SP_SET: BOX CULVERT
 DJ2165_STAMPING: BM 19 V 74 1991
 DJ2165_MARK LOGO: MSHD  
 DJ2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2165+STABILITY: SURFACE MOTION
 DJ2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2165+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2165
 DJ2165  HISTORY     - Date     Condition        Report By
 DJ2165  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2165  HISTORY     - 20080303 GOOD             MSDOT
 DJ2165
 DJ2165                          STATION DESCRIPTION
 DJ2165
 DJ2165'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2165'MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2165'CULVERT UNDER STATE HIGHWAY 19, 1.05 MI (1.69 KM) EAST OF THE
 DJ2165'JUNCTION OF STATE HIGHWAYS 14 AND 19, 0.25 MI (0.40 KM) WEST OF A
 DJ2165'GRAVEL ROAD LEADING NORTH AND IS IN SECTION 35, T 14N, R 8E.
 DJ2165'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, ABOUT 2.5
 DJ2165'MI (4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19
 DJ2165'FOR 7.8 MI (12.6 KM) TO THE MARK ON THE LEFT.
 DJ2165'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST END
 DJ2165'OF THE NORTH HEADWALL OF A 10 X 10 FOOT CONCRETE BOX CULVERT, ABOUT 1
 DJ2165'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, 21 FT (6.4 M) NORTH OF THE
 DJ2165'CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) EAST OF THE WEST END OF THE
 DJ2165'HEADWALL.
 DJ2165
 DJ2165                          STATION RECOVERY (2008)
 DJ2165
 DJ2165'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2167 ***********************************************************************
 DJ2167  DESIGNATION -  19 V 76
 DJ2167  PID         -  DJ2167
 DJ2167  STATE/COUNTY-  MS/ATTALA
 DJ2167  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2167
 DJ2167                         *CURRENT SURVEY CONTROL
 DJ2167  ___________________________________________________________________
 DJ2167* NAD 83(1986)-  33 01 46.     (N)    089 28 44.     (W)     SCALED    
 DJ2167* NAVD 88     -       152.068  (meters)     498.91   (feet)  ADJUSTED  
 DJ2167  ___________________________________________________________________
 DJ2167  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DJ2167  DYNAMIC HT  -         151.899 (meters)     498.36  (feet)  COMP
 DJ2167  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DJ2167
 DJ2167  VERT ORDER  -  SECOND    CLASS II
 DJ2167
 DJ2167.The horizontal coordinates were scaled from a topographic map and have
 DJ2167.an estimated accuracy of +/- 6 seconds.
 DJ2167
 DJ2167.The orthometric height was determined by differential leveling
 DJ2167.and adjusted in May 1996.
 DJ2167
 DJ2167.The geoid height was determined by GEOID03.
 DJ2167
 DJ2167.The dynamic height is computed by dividing the NAVD 88
 DJ2167.geopotential number by the normal gravity value computed on the
 DJ2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2167.degrees latitude (g = 980.6199 gals.).
 DJ2167
 DJ2167.The modeled gravity was interpolated from observed gravity values.
 DJ2167
 DJ2167;                    North         East    Units  Estimated Accuracy
 DJ2167;SPC MS E     -   391,490.      239,690.      MT  (+/- 180 meters Scaled)
 DJ2167
 DJ2167                          SUPERSEDED SURVEY CONTROL
 DJ2167
 DJ2167.No superseded survey control is available for this station.
 DJ2167
 DJ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB684572(NAD 83)
 DJ2167_MARKER: DD = SURVEY DISK
 DJ2167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2167_SP_SET: PIPE CULVERT
 DJ2167_STAMPING: BM 19 V 76 1991
 DJ2167_MARK LOGO: MSHD  
 DJ2167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2167+STABILITY: SURFACE MOTION
 DJ2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2167+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2167
 DJ2167  HISTORY     - Date     Condition        Report By
 DJ2167  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2167  HISTORY     - 20080303 GOOD             MSDOT
 DJ2167
 DJ2167                          STATION DESCRIPTION
 DJ2167
 DJ2167'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2167'MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2167'CULVERT UNDER STATE HIGHWAY 19, 1 MI (1.6 KM) WEST OF THE JUNCTION OF
 DJ2167'STATE HIGHWAYS 14 AND 19, 0.15 MI (0.24 KM) WEST OF A GRAVEL ROAD
 DJ2167'LEADING NORTH, 0.15 MI (0.24 KM) EAST OF A MICROWAVE TOWER AND IS IN
 DJ2167'SECTION 33, T 14N, R 8E.
 DJ2167'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2167'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2167'5.75 MI (9.25 KM) TO THE MARK ON THE RIGHT.
 DJ2167'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END
 DJ2167'OF THE SOUTH HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT, ABOUT 8 FT
 DJ2167'(2.4 M) BELOW THE LEVEL OF THE HIGHWAY, 42 FT (12.8 M) SOUTH OF THE
 DJ2167'CENTER OF HIGHWAY 19 AND 0.3 FT (0.1 M) WEST OF THE EAST END OF THE
 DJ2167'HEADWALL.
 DJ2167
 DJ2167                          STATION RECOVERY (2008)
 DJ2167
 DJ2167'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2168 ***********************************************************************
 DJ2168  DESIGNATION -  19 V 77
 DJ2168  PID         -  DJ2168
 DJ2168  STATE/COUNTY-  MS/ATTALA
 DJ2168  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ2168
 DJ2168                         *CURRENT SURVEY CONTROL
 DJ2168  ___________________________________________________________________
 DJ2168* NAD 83(1986)-  33 01 50.     (N)    089 29 48.     (W)     SCALED    
 DJ2168* NAVD 88     -       146.472  (meters)     480.55   (feet)  ADJUSTED  
 DJ2168  ___________________________________________________________________
 DJ2168  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DJ2168  DYNAMIC HT  -         146.309 (meters)     480.02  (feet)  COMP
 DJ2168  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 DJ2168
 DJ2168  VERT ORDER  -  SECOND    CLASS II
 DJ2168
 DJ2168.The horizontal coordinates were scaled from a topographic map and have
 DJ2168.an estimated accuracy of +/- 6 seconds.
 DJ2168
 DJ2168.The orthometric height was determined by differential leveling
 DJ2168.and adjusted in May 1996.
 DJ2168
 DJ2168.The geoid height was determined by GEOID03.
 DJ2168
 DJ2168.The dynamic height is computed by dividing the NAVD 88
 DJ2168.geopotential number by the normal gravity value computed on the
 DJ2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2168.degrees latitude (g = 980.6199 gals.).
 DJ2168
 DJ2168.The modeled gravity was interpolated from observed gravity values.
 DJ2168
 DJ2168;                    North         East    Units  Estimated Accuracy
 DJ2168;SPC MS E     -   391,620.      238,030.      MT  (+/- 180 meters Scaled)
 DJ2168
 DJ2168                          SUPERSEDED SURVEY CONTROL
 DJ2168
 DJ2168.No superseded survey control is available for this station.
 DJ2168
 DJ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB668574(NAD 83)
 DJ2168_MARKER: DD = SURVEY DISK
 DJ2168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2168_SP_SET: PIPE CULVERT
 DJ2168_STAMPING: BM 19 V 77 1991
 DJ2168_MARK LOGO: MSHD  
 DJ2168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2168+STABILITY: SURFACE MOTION
 DJ2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2168+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DJ2168
 DJ2168  HISTORY     - Date     Condition        Report By
 DJ2168  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2168  HISTORY     - 20050401 GOOD             USPSQD
 DJ2168  HISTORY     - 20080303 MARK NOT FOUND   MSDOT
 DJ2168
 DJ2168                          STATION DESCRIPTION
 DJ2168
 DJ2168'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2168'MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2168'CULVERT UNDER STATE HIGHWAY 19, 2 MI (3.2 KM) WEST OF THE JUNCTION OF
 DJ2168'STATE HIGHWAYS 14 AND 19, 0.2 MI (0.3 KM) EAST OF A PAVED ROAD
 DJ2168'LEADING NORTH AND IS IN SECTION 32, T 14N, R 8E.
 DJ2168'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2168'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2168'4.6 MI (7.4 KM) TO THE MARK ON THE LEFT.
 DJ2168'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2168'SOUTHEAST END OF THE NORTHWEST HEADWALL OF A 60 INCH CONCRETE PIPE
 DJ2168'CULVERT, ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, 95.5 FT
 DJ2168'(29.1 M) WEST OF A POWER POLE, 31.5 FT (9.6 M) NORTHEAST OF THE
 DJ2168'CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) SOUTHEAST OF THE NORTHWEST
 DJ2168'END OF THE HEADWALL.
 DJ2168
 DJ2168                          STATION RECOVERY (2005)
 DJ2168
 DJ2168'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 DJ2168'RECOVERED IN GOOD CONDITION.
 DJ2168
 DJ2168                          STATION RECOVERY (2008)
 DJ2168
 DJ2168'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2168'MARK APPARENTLY DESTROYED AS CORNER OF CULVERT HAS BEEN STRUCK BY
 DJ2168'BUSHOG AND IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2169 ***********************************************************************
 DJ2169  DESIGNATION -  19 V 78
 DJ2169  PID         -  DJ2169
 DJ2169  STATE/COUNTY-  MS/ATTALA
 DJ2169  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2169
 DJ2169                         *CURRENT SURVEY CONTROL
 DJ2169  ___________________________________________________________________
 DJ2169* NAD 83(1986)-  33 01 55.     (N)    089 30 52.     (W)     SCALED    
 DJ2169* NAVD 88     -       146.320  (meters)     480.05   (feet)  ADJUSTED  
 DJ2169  ___________________________________________________________________
 DJ2169  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DJ2169  DYNAMIC HT  -         146.158 (meters)     479.52  (feet)  COMP
 DJ2169  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DJ2169
 DJ2169  VERT ORDER  -  SECOND    CLASS II
 DJ2169
 DJ2169.The horizontal coordinates were scaled from a topographic map and have
 DJ2169.an estimated accuracy of +/- 6 seconds.
 DJ2169
 DJ2169.The orthometric height was determined by differential leveling
 DJ2169.and adjusted in May 1996.
 DJ2169
 DJ2169.The geoid height was determined by GEOID03.
 DJ2169
 DJ2169.The dynamic height is computed by dividing the NAVD 88
 DJ2169.geopotential number by the normal gravity value computed on the
 DJ2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2169.degrees latitude (g = 980.6199 gals.).
 DJ2169
 DJ2169.The modeled gravity was interpolated from observed gravity values.
 DJ2169
 DJ2169;                    North         East    Units  Estimated Accuracy
 DJ2169;SPC MS E     -   391,790.      236,370.      MT  (+/- 180 meters Scaled)
 DJ2169
 DJ2169                          SUPERSEDED SURVEY CONTROL
 DJ2169
 DJ2169.No superseded survey control is available for this station.
 DJ2169
 DJ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB651576(NAD 83)
 DJ2169_MARKER: DD = SURVEY DISK
 DJ2169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2169_SP_SET: PIPE CULVERT
 DJ2169_STAMPING: BM 19 V 78 1991
 DJ2169_MARK LOGO: MSHD  
 DJ2169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2169+STABILITY: SURFACE MOTION
 DJ2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2169+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2169
 DJ2169  HISTORY     - Date     Condition        Report By
 DJ2169  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2169  HISTORY     - 20080303 GOOD             MSDOT
 DJ2169
 DJ2169                          STATION DESCRIPTION
 DJ2169
 DJ2169'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2169'MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2169'CULVERT UNDDER STATE HIGHWAY 19, OPPOSITE THE BROOKS CEMETERY ON THE
 DJ2169'ON THE NORTH SIDE OF THE HIGHWAY, 3.15 MI (5.07 KM) WEST OF THE
 DJ2169'JUNCTION STATE HIGHWAYS 14 AND 19, 0.2 MI (0.3 KM) EAST OF A PAVED
 DJ2169'ROAD LEADING SOUTH AND IS IN SECTION 31, T 14N, R 8E.
 DJ2169'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2169'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2169'3.6 MI (5.8 KM) TO THE MARK ON THE MARK ON THE RIGHT.
 DJ2169'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL IN THE EAST END  OF
 DJ2169'THE SOUTH HEASWALL OF A 24 INCH CONCRETE PIPE CULVERT, ABOUT 12 FT
 DJ2169'(3.7 M) BELOW THE LEVEL OF THE HIGHWAY, 48 FT (14.6 M) SOUTH OF THE
 DJ2169'CENTER OF HIGHWAY 19 AND 0.65 FT (0.20 M) WEST OF THE EAST END OF THE
 DJ2169'HEADWALL.
 DJ2169
 DJ2169                          STATION RECOVERY (2008)
 DJ2169
 DJ2169'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2170 ***********************************************************************
 DJ2170  DESIGNATION -  19 V 79
 DJ2170  PID         -  DJ2170
 DJ2170  STATE/COUNTY-  MS/ATTALA
 DJ2170  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2170
 DJ2170                         *CURRENT SURVEY CONTROL
 DJ2170  ___________________________________________________________________
 DJ2170* NAD 83(1986)-  33 01 57.     (N)    089 31 42.     (W)     SCALED    
 DJ2170* NAVD 88     -       151.616  (meters)     497.43   (feet)  ADJUSTED  
 DJ2170  ___________________________________________________________________
 DJ2170  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DJ2170  DYNAMIC HT  -         151.448 (meters)     496.88  (feet)  COMP
 DJ2170  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 DJ2170
 DJ2170  VERT ORDER  -  SECOND    CLASS II
 DJ2170
 DJ2170.The horizontal coordinates were scaled from a topographic map and have
 DJ2170.an estimated accuracy of +/- 6 seconds.
 DJ2170
 DJ2170.The orthometric height was determined by differential leveling
 DJ2170.and adjusted in May 1996.
 DJ2170
 DJ2170.The geoid height was determined by GEOID03.
 DJ2170
 DJ2170.The dynamic height is computed by dividing the NAVD 88
 DJ2170.geopotential number by the normal gravity value computed on the
 DJ2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2170.degrees latitude (g = 980.6199 gals.).
 DJ2170
 DJ2170.The modeled gravity was interpolated from observed gravity values.
 DJ2170
 DJ2170;                    North         East    Units  Estimated Accuracy
 DJ2170;SPC MS E     -   391,860.      235,080.      MT  (+/- 180 meters Scaled)
 DJ2170
 DJ2170                          SUPERSEDED SURVEY CONTROL
 DJ2170
 DJ2170.No superseded survey control is available for this station.
 DJ2170
 DJ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB638577(NAD 83)
 DJ2170_MARKER: DD = SURVEY DISK
 DJ2170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2170_SP_SET: PIPE CULVERT
 DJ2170_STAMPING: BM 19 V 79 1991
 DJ2170_MARK LOGO: MSHD  
 DJ2170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2170+STABILITY: SURFACE MOTION
 DJ2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2170+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2170
 DJ2170  HISTORY     - Date     Condition        Report By
 DJ2170  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2170  HISTORY     - 20080303 GOOD             MSDOT
 DJ2170
 DJ2170                          STATION DESCRIPTION
 DJ2170
 DJ2170'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2170'MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2170'CULVERT UNDER STATE HIGHWAY 19, 3.8 MI (6.1 KM) WEST OF THE JUNCTION
 DJ2170'OF STATE HIGHWAYS 14 AND 19, 2.3 MI (3.7 KM) EAST OF WILLIAMSVILLE,
 DJ2170'0.05 MI (0.08 KM) WEST OF A CROSSROAD AND IS IN SECTION 36, T 14N, R
 DJ2170'7E.
 DJ2170'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2170'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2170'2.7 MI (4.3 KM) TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 DJ2170'CROSSROAD.
 DJ2170'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST END
 DJ2170'OF THE SOUTH HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT, ABOUT 20 FT
 DJ2170'(6.1 M) BELOW THE LEVEL OF THE HIGHWAY, 64 FT (19.5 M) SOUTH OF THE
 DJ2170'CENTER OF HIGHWAY 19 AND 0.4 FT (0.1 M) EAST OF THE WEST END OF THE
 DJ2170'HEADWALL.
 DJ2170
 DJ2170                          STATION RECOVERY (2008)
 DJ2170
 DJ2170'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1583 ***********************************************************************
 CO1583  DESIGNATION -  19 V 8 RESET
 CO1583  PID         -  CO1583
 CO1583  STATE/COUNTY-  MS/LAUDERDALE
 CO1583  USGS QUAD   -  COLLINSVILLE (1983)
 CO1583
 CO1583                         *CURRENT SURVEY CONTROL
 CO1583  ___________________________________________________________________
 CO1583* NAD 83(1986)-  32 26 01.     (N)    088 47 25.     (W)     SCALED    
 CO1583* NAVD 88     -       110.28   (meters)     361.8    (feet)  RESET     
 CO1583  ___________________________________________________________________
 CO1583  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO1583  VERT ORDER  -  THIRD
 CO1583
 CO1583.The horizontal coordinates were scaled from a topographic map and have
 CO1583.an estimated accuracy of +/- 6 seconds.
 CO1583
 CO1583.The orthometric height was computed from unverified reset data.
 CO1583.No vertical observational check was made to the station.
 CO1583
 CO1583.The geoid height was determined by GEOID03.
 CO1583
 CO1583;                    North         East    Units  Estimated Accuracy
 CO1583;SPC MS E     -   325,230.      304,050.      MT  (+/- 180 meters Scaled)
 CO1583
 CO1583                          SUPERSEDED SURVEY CONTROL
 CO1583
 CO1583.No superseded survey control is available for this station.
 CO1583
 CO1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA316899(NAD 83)
 CO1583_MARKER: DB = BENCH MARK DISK
 CO1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1583_SP_SET: CONCRETE POST
 CO1583_STAMPING: 19 V 8 RESET
 CO1583_MARK LOGO: NGS   
 CO1583_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1583+STABILITY: SURFACE MOTION
 CO1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1583+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1583
 CO1583  HISTORY     - Date     Condition        Report By
 CO1583  HISTORY     - 1988     MONUMENTED       MSHD
 CO1583  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1583
 CO1583                          STATION DESCRIPTION
 CO1583
 CO1583'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1583'6.25 MI (10.06 KM) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 CO1583'OF U.S. HIGHWAY 11 IN THE WEST SECTION OF MERIDIAN TO THE MARK ON
 CO1583'THE RIGHT, JUST SOUTH OF THE JUNCTION OF STATE HIGHWAY 494, 92.0 FT
 CO1583'(28.0 M) EAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 19,
 CO1583'184 FT (56.1 M) SOUTHEAST OF THE INTERSECTION OF THE NORTH BOUND LAND
 CO1583'HIGHWAY 19 AND STATE HIGHWAY 494, 23.0 FT (7.0 M) NORTH OF A POWER
 CO1583'POLE, 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST, FLUSH WITH
 CO1583'GROUND.
 CO1583
 CO1583                          STATION RECOVERY (1990)
 CO1583
 CO1583'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1583'MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF COLLINSVILLE ON THE
 CO1583'NORTHEAST R.O.W. OF STATE HIGHWAY 19, NEAR THE JUNCTION OF STATE
 CO1583'HIGHWAY 494, 7 MI (11.3 KM) NORTHWEST OF MERIDIAN AND IS IN SECTION
 CO1583'20, T 7N, R 15E.
 CO1583'TO REACH FROM THE POST OFFICE IN COLLINSVILLE, GO SOUTHEAST ON STATE
 CO1583'HIGHWAY 19 FOR 6 MI (9.7 KM) TO THE JUNCTION OF STATE HIGHWAY 494 AND
 CO1583'THE MARK ON THE LEFT JUST BEYOND.
 CO1583'MARK IS A NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 4 FT
 CO1583'(1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND, 92 FT
 CO1583'(28.0 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF STATE
 CO1583'HIGHWAY 19, 23 FT (7.0 M) NORTHWEST OF A POWER POLE AND 1 FT (0.3 M)
 CO1583'SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2173 ***********************************************************************
 DJ2173  DESIGNATION -  19 V 80
 DJ2173  PID         -  DJ2173
 DJ2173  STATE/COUNTY-  MS/ATTALA
 DJ2173  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2173
 DJ2173                         *CURRENT SURVEY CONTROL
 DJ2173  ___________________________________________________________________
 DJ2173* NAD 83(1986)-  33 01 44.     (N)    089 32 12.     (W)     SCALED    
 DJ2173* NAVD 88     -       139.650  (meters)     458.17   (feet)  ADJUSTED  
 DJ2173  ___________________________________________________________________
 DJ2173  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DJ2173  DYNAMIC HT  -         139.496 (meters)     457.66  (feet)  COMP
 DJ2173  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 DJ2173
 DJ2173  VERT ORDER  -  SECOND    CLASS II
 DJ2173
 DJ2173.The horizontal coordinates were scaled from a topographic map and have
 DJ2173.an estimated accuracy of +/- 6 seconds.
 DJ2173
 DJ2173.The orthometric height was determined by differential leveling
 DJ2173.and adjusted in May 1996.
 DJ2173
 DJ2173.The geoid height was determined by GEOID03.
 DJ2173
 DJ2173.The dynamic height is computed by dividing the NAVD 88
 DJ2173.geopotential number by the normal gravity value computed on the
 DJ2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2173.degrees latitude (g = 980.6199 gals.).
 DJ2173
 DJ2173.The modeled gravity was interpolated from observed gravity values.
 DJ2173
 DJ2173;                    North         East    Units  Estimated Accuracy
 DJ2173;SPC MS E     -   391,460.      234,300.      MT  (+/- 180 meters Scaled)
 DJ2173
 DJ2173                          SUPERSEDED SURVEY CONTROL
 DJ2173
 DJ2173.No superseded survey control is available for this station.
 DJ2173
 DJ2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB630573(NAD 83)
 DJ2173_MARKER: DD = SURVEY DISK
 DJ2173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2173_SP_SET: PIPE CULVERT
 DJ2173_STAMPING: BM 19 V 80 1991
 DJ2173_MARK LOGO: MSHD  
 DJ2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2173+STABILITY: SURFACE MOTION
 DJ2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2173+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2173
 DJ2173  HISTORY     - Date     Condition        Report By
 DJ2173  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2173  HISTORY     - 20080303 GOOD             MSDOT
 DJ2173
 DJ2173                          STATION DESCRIPTION
 DJ2173
 DJ2173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2173'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2173'CULVERT UNDER STATE HIGHWAY 19, 1.8 MI (2.9 KM) EAST OF WILLIAMSVILLE
 DJ2173'AND IS IN SECTION 36, T 14N, R 7E.
 DJ2173'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2173'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2173'2.35 MI (3.78 KM) TO THE MARK ON THE RIGHT.
 DJ2173'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2173'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 60 INCH CONCRETE PIPE,
 DJ2173'ABOUT 6 FT (1.8 M) BELOW THE LEVEL OF THE HIGHWAY, 40 FT (12.2 M)
 DJ2173'NORTHWEST OF A POWER  POLE WITH GUY WIRES, 40 FT (12.2 M) SOUTHEAST OF
 DJ2173'THE CENTER OF HIGHWAY 19 AND 0.7 FT (0.2 M) SOUTHWEST OF THE
 DJ2173'NORTHEAST END OF THE HEADWALL.
 DJ2173
 DJ2173                          STATION RECOVERY (2008)
 DJ2173
 DJ2173'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2174 ***********************************************************************
 DJ2174  DESIGNATION -  19 V 81
 DJ2174  PID         -  DJ2174
 DJ2174  STATE/COUNTY-  MS/ATTALA
 DJ2174  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2174
 DJ2174                         *CURRENT SURVEY CONTROL
 DJ2174  ___________________________________________________________________
 DJ2174* NAD 83(1986)-  33 01 25.     (N)    089 32 59.     (W)     SCALED    
 DJ2174* NAVD 88     -       133.726  (meters)     438.73   (feet)  ADJUSTED  
 DJ2174  ___________________________________________________________________
 DJ2174  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DJ2174  DYNAMIC HT  -         133.578 (meters)     438.25  (feet)  COMP
 DJ2174  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 DJ2174
 DJ2174  VERT ORDER  -  SECOND    CLASS II
 DJ2174
 DJ2174.The horizontal coordinates were scaled from a topographic map and have
 DJ2174.an estimated accuracy of +/- 6 seconds.
 DJ2174
 DJ2174.The orthometric height was determined by differential leveling
 DJ2174.and adjusted in May 1996.
 DJ2174
 DJ2174.The geoid height was determined by GEOID03.
 DJ2174
 DJ2174.The dynamic height is computed by dividing the NAVD 88
 DJ2174.geopotential number by the normal gravity value computed on the
 DJ2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2174.degrees latitude (g = 980.6199 gals.).
 DJ2174
 DJ2174.The modeled gravity was interpolated from observed gravity values.
 DJ2174
 DJ2174;                    North         East    Units  Estimated Accuracy
 DJ2174;SPC MS E     -   390,890.      233,070.      MT  (+/- 180 meters Scaled)
 DJ2174
 DJ2174                          SUPERSEDED SURVEY CONTROL
 DJ2174
 DJ2174.No superseded survey control is available for this station.
 DJ2174
 DJ2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB618567(NAD 83)
 DJ2174_MARKER: DD = SURVEY DISK
 DJ2174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2174_SP_SET: PIPE CULVERT
 DJ2174_STAMPING: BM 19 V 81 1991
 DJ2174_MARK LOGO: MSHD  
 DJ2174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2174+STABILITY: SURFACE MOTION
 DJ2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2174+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2174
 DJ2174  HISTORY     - Date     Condition        Report By
 DJ2174  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2174  HISTORY     - 20080303 GOOD             MSDOT
 DJ2174
 DJ2174                          STATION DESCRIPTION
 DJ2174
 DJ2174'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2174'MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2174'CULVERT UNDER STATE HIGHWAY 19, 1 MI (1.6 KM) EAST OF WILLIAMSVILE,
 DJ2174'0.15 MI (0.24 KM) WEST OF A CROSSROAD AND IS IN SECTION 25, T 14N, R
 DJ2174'7E.
 DJ2174'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2174'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2174'1.55 MI (2.49 KM) TO A TAN BRICK HOUSE AND THE MARK ON THE LEFT.
 DJ2174'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END
 DJ2174'OF THE NORTH HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT, ABOUT LEVEL
 DJ2174'WITH THE HIGHWAY, 136 FT (41.5 M) EAST OF THE CENTER OF A GRAVEL
 DJ2174'DRIVEWAY, 25.5 FT (7.8 M) NORTH OF THE CENTER OF HIGHWAY 19 AND 0.5
 DJ2174'FT (0.2 M) WEST OF THE EAST END OF THE HEADWALL.
 DJ2174
 DJ2174                          STATION RECOVERY (2008)
 DJ2174
 DJ2174'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2175 ***********************************************************************
 DJ2175  DESIGNATION -  19 V 82
 DJ2175  PID         -  DJ2175
 DJ2175  STATE/COUNTY-  MS/ATTALA
 DJ2175  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2175
 DJ2175                         *CURRENT SURVEY CONTROL
 DJ2175  ___________________________________________________________________
 DJ2175* NAD 83(1986)-  33 01 23.     (N)    089 33 38.     (W)     SCALED    
 DJ2175* NAVD 88     -       128.925  (meters)     422.98   (feet)  ADJUSTED  
 DJ2175  ___________________________________________________________________
 DJ2175  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DJ2175  DYNAMIC HT  -         128.783 (meters)     422.52  (feet)  COMP
 DJ2175  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 DJ2175
 DJ2175  VERT ORDER  -  SECOND    CLASS II
 DJ2175
 DJ2175.The horizontal coordinates were scaled from a topographic map and have
 DJ2175.an estimated accuracy of +/- 6 seconds.
 DJ2175
 DJ2175.The orthometric height was determined by differential leveling
 DJ2175.and adjusted in May 1996.
 DJ2175
 DJ2175.The geoid height was determined by GEOID03.
 DJ2175
 DJ2175.The dynamic height is computed by dividing the NAVD 88
 DJ2175.geopotential number by the normal gravity value computed on the
 DJ2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2175.degrees latitude (g = 980.6199 gals.).
 DJ2175
 DJ2175.The modeled gravity was interpolated from observed gravity values.
 DJ2175
 DJ2175;                    North         East    Units  Estimated Accuracy
 DJ2175;SPC MS E     -   390,830.      232,060.      MT  (+/- 180 meters Scaled)
 DJ2175
 DJ2175                          SUPERSEDED SURVEY CONTROL
 DJ2175
 DJ2175.No superseded survey control is available for this station.
 DJ2175
 DJ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB608567(NAD 83)
 DJ2175_MARKER: DD = SURVEY DISK
 DJ2175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2175_SP_SET: PIPE CULVERT
 DJ2175_STAMPING: BM 19 V 82 1991
 DJ2175_MARK LOGO: MSHD  
 DJ2175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2175+STABILITY: SURFACE MOTION
 DJ2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2175+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2175
 DJ2175  HISTORY     - Date     Condition        Report By
 DJ2175  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2175  HISTORY     - 20050401 GOOD             USPSQD
 DJ2175  HISTORY     - 20080303 GOOD             MSDOT
 DJ2175
 DJ2175                          STATION DESCRIPTION
 DJ2175
 DJ2175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2175'MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF KOSCIUSKO, IN A
 DJ2175'CULVERT UNDER STATE HIGHWAY 19, 0.4 MI (0.6 KM) SOUTHEAST OF
 DJ2175'WILLIAMSVILLE, 0.2 MI (0.3 KM) EAST OF A CROSSROAD AND IS IN SECTION
 DJ2175'34, T 14N, R 7E.
 DJ2175'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19 AND 35, 2.5 MI
 DJ2175'(4.0 KM) SOUTH OF KOSCIUSKO, GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ2175'0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT.
 DJ2175'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END
 DJ2175'OF THE SOUTH HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT, ABOUT 6 FT
 DJ2175'(1.8 M) BELOW THE LEVEL OF THE HIGHWAY, 80 FT (24.4 M) EAST OF THE
 DJ2175'CENTER OF THE EAST LEG OF A CIRCULAR DRIVEWAY FOR A TAN BRICK HOUSE,
 DJ2175'36 FT (11.0 M) SOUTH OF THE CENTER OF HIGHWAY 19 AND 0.5 FT (0.2 M)
 DJ2175'WEST OF THE EAST END OF THE HEADWALL.
 DJ2175
 DJ2175                          STATION RECOVERY (2005)
 DJ2175
 DJ2175'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 DJ2175'RECOVERED IN GOOD CONDITION.
 DJ2175
 DJ2175                          STATION RECOVERY (2008)
 DJ2175
 DJ2175'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2176 ***********************************************************************
 DJ2176  DESIGNATION -  19 V 83
 DJ2176  PID         -  DJ2176
 DJ2176  STATE/COUNTY-  MS/ATTALA
 DJ2176  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2176
 DJ2176                         *CURRENT SURVEY CONTROL
 DJ2176  ___________________________________________________________________
 DJ2176* NAD 83(1986)-  33 01 19.     (N)    089 34 28.     (W)     SCALED    
 DJ2176* NAVD 88     -       128.435  (meters)     421.37   (feet)  ADJUSTED  
 DJ2176  ___________________________________________________________________
 DJ2176  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DJ2176  DYNAMIC HT  -         128.293 (meters)     420.91  (feet)  COMP
 DJ2176  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 DJ2176
 DJ2176  VERT ORDER  -  SECOND    CLASS II
 DJ2176
 DJ2176.The horizontal coordinates were scaled from a topographic map and have
 DJ2176.an estimated accuracy of +/- 6 seconds.
 DJ2176
 DJ2176.The orthometric height was determined by differential leveling
 DJ2176.and adjusted in May 1996.
 DJ2176
 DJ2176.The geoid height was determined by GEOID03.
 DJ2176
 DJ2176.The dynamic height is computed by dividing the NAVD 88
 DJ2176.geopotential number by the normal gravity value computed on the
 DJ2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2176.degrees latitude (g = 980.6199 gals.).
 DJ2176
 DJ2176.The modeled gravity was interpolated from observed gravity values.
 DJ2176
 DJ2176;                    North         East    Units  Estimated Accuracy
 DJ2176;SPC MS E     -   390,720.      230,760.      MT  (+/- 180 meters Scaled)
 DJ2176
 DJ2176                          SUPERSEDED SURVEY CONTROL
 DJ2176
 DJ2176.No superseded survey control is available for this station.
 DJ2176
 DJ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB595566(NAD 83)
 DJ2176_MARKER: DD = SURVEY DISK
 DJ2176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2176_SP_SET: PIPE CULVERT
 DJ2176_STAMPING: BM 19 V 83 1991
 DJ2176_MARK LOGO: MSHD  
 DJ2176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2176+STABILITY: SURFACE MOTION
 DJ2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2176+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2176
 DJ2176  HISTORY     - Date     Condition        Report By
 DJ2176  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2176  HISTORY     - 20050401 GOOD             USPSQD
 DJ2176  HISTORY     - 20080303 GOOD             MSDOT
 DJ2176
 DJ2176                          STATION DESCRIPTION
 DJ2176
 DJ2176'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2176'MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF KOSCIUSKO, IN A CUVERT
 DJ2176'UNDER HIGHWAY 19, JUST EAST OF THE JUNCTION OF STATE HIGHWAY 35, 0.4
 DJ2176'MI (0.6 KM) SOUTHWEST OF WILLIAMSVILLE, 1 MI (1.6 KM) SOUTH OF THE
 DJ2176'STATE HIGHWAY 35 BRIDGE OVER THE NATCHEZ TRACE PARKWSAY AND IS IN
 DJ2176'SECTION 34, T 14N, R 7E.
 DJ2176'TO REACH FROM THE POST OFFICE IN KOSCIUSKO, GO SOUTH ON NORTH
 DJ2176'HUNTINGTON STREET FOR 1.55 MI (2.49 KM) TO THE STATE HIGHWAY 35
 DJ2176'BYPASS, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 35 FOR 1.1 MI
 DJ2176'(1.8 KM) TO STATE HIGHWAYS 14 AND 19 AND THE MARK ON THE LEFT.
 DJ2176'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST END
 DJ2176'OF THE NORTH HEADWALL OF A 60 INCH CONCRETE PIPE CULVERT, ABOUT 4 FT
 DJ2176'(1.2 M) BELOW THE LEVEL OF THE HIGTHWAY, 188 FT (57.3 M) EAST OF THE
 DJ2176'CENTER OF HIGHWAY 35, 47.5 FT (14.5 M) NORTH OF THE CENTER OF HIGHWAY
 DJ2176'19 AND 0.8 FT (0.2 M) EAST OF THE WEST END OF THE HEADWALL.
 DJ2176
 DJ2176                          STATION RECOVERY (2005)
 DJ2176
 DJ2176'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 DJ2176'RECOVERED IN GOOD CONDITION.
 DJ2176
 DJ2176                          STATION RECOVERY (2008)
 DJ2176
 DJ2176'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2177 ***********************************************************************
 DJ2177  DESIGNATION -  19 V 84
 DJ2177  PID         -  DJ2177
 DJ2177  STATE/COUNTY-  MS/ATTALA
 DJ2177  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2177
 DJ2177                         *CURRENT SURVEY CONTROL
 DJ2177  ___________________________________________________________________
 DJ2177* NAD 83(1986)-  33 02 10.     (N)    089 34 45.     (W)     SCALED    
 DJ2177* NAVD 88     -       128.812  (meters)     422.61   (feet)  ADJUSTED  
 DJ2177  ___________________________________________________________________
 DJ2177  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DJ2177  DYNAMIC HT  -         128.670 (meters)     422.14  (feet)  COMP
 DJ2177  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 DJ2177
 DJ2177  VERT ORDER  -  SECOND    CLASS II
 DJ2177
 DJ2177.The horizontal coordinates were scaled from a topographic map and have
 DJ2177.an estimated accuracy of +/- 6 seconds.
 DJ2177
 DJ2177.The orthometric height was determined by differential leveling
 DJ2177.and adjusted in May 1996.
 DJ2177
 DJ2177.The geoid height was determined by GEOID03.
 DJ2177
 DJ2177.The dynamic height is computed by dividing the NAVD 88
 DJ2177.geopotential number by the normal gravity value computed on the
 DJ2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2177.degrees latitude (g = 980.6199 gals.).
 DJ2177
 DJ2177.The modeled gravity was interpolated from observed gravity values.
 DJ2177
 DJ2177;                    North         East    Units  Estimated Accuracy
 DJ2177;SPC MS E     -   392,290.      230,330.      MT  (+/- 180 meters Scaled)
 DJ2177
 DJ2177                          SUPERSEDED SURVEY CONTROL
 DJ2177
 DJ2177.No superseded survey control is available for this station.
 DJ2177
 DJ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB591582(NAD 83)
 DJ2177_MARKER: DD = SURVEY DISK
 DJ2177_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2177_SP_SET: BRIDGE RAILING
 DJ2177_STAMPING: BM 19 V 84 1991
 DJ2177_MARK LOGO: MSHD  
 DJ2177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2177+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2177
 DJ2177  HISTORY     - Date     Condition        Report By
 DJ2177  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2177  HISTORY     - 20050401 GOOD             USPSQD
 DJ2177  HISTORY     - 20080303 GOOD             MSDOT
 DJ2177
 DJ2177                          STATION DESCRIPTION
 DJ2177
 DJ2177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2177'MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH OF KOSCIUSKO, IN THE STATE
 DJ2177'HIGHWAY 35 BRIDGE OVER THE NATCHEZ TRACE PARKWAY, 0.25 MI (0.40 KM)
 DJ2177'NORTH OF THE YOCKANOOKANY RIVER AND IS IN SECTION 28, T 14N, R 7E.
 DJ2177'TO REACH FROM THE POST OFFICE IN KOSCIUSKO, GO SOUTH ON NORTH
 DJ2177'HUNTINGTON STREET FOR 1.55 MI (2.49 KM) TO THE STATE HIGHWAY 35
 DJ2177'BYPASS, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 35 FOR 0.15 MI
 DJ2177'(0.24 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
 DJ2177'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE BASE
 DJ2177'OF THE WEST CONCRETE BRIDGE RAILING, ABOUT 0.5 FT (0.2 M) ABOVE THE
 DJ2177'LEVEL OF THE HIGHWAY, 79 FT (24.1 M) SOUTH OF THE CENTER OF THE
 DJ2177'NATCHEZ TRACE PARKWAY, 14 FT (4.3 M) WEST OF THE CENTER OF HIGHWAY 35
 DJ2177'AND 9 FT (2.7 M) NORTH OF THE SOUTH END OF THE RAILING.
 DJ2177
 DJ2177                          STATION RECOVERY (2005)
 DJ2177
 DJ2177'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 DJ2177'RECOVERED IN GOOD CONDITION.
 DJ2177
 DJ2177                          STATION RECOVERY (2008)
 DJ2177
 DJ2177'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2178 ***********************************************************************
 DJ2178  DESIGNATION -  19 V 85
 DJ2178  PID         -  DJ2178
 DJ2178  STATE/COUNTY-  MS/ATTALA
 DJ2178  USGS QUAD   -  KOSCIUSKO (1982)
 DJ2178
 DJ2178                         *CURRENT SURVEY CONTROL
 DJ2178  ___________________________________________________________________
 DJ2178* NAD 83(1986)-  33 02 41.     (N)    089 34 57.     (W)     SCALED    
 DJ2178* NAVD 88     -       133.890  (meters)     439.27   (feet)  ADJUSTED  
 DJ2178  ___________________________________________________________________
 DJ2178  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DJ2178  DYNAMIC HT  -         133.743 (meters)     438.79  (feet)  COMP
 DJ2178  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 DJ2178
 DJ2178  VERT ORDER  -  SECOND    CLASS II
 DJ2178
 DJ2178.The horizontal coordinates were scaled from a topographic map and have
 DJ2178.an estimated accuracy of +/- 6 seconds.
 DJ2178
 DJ2178.The orthometric height was determined by differential leveling
 DJ2178.and adjusted in May 1996.
 DJ2178
 DJ2178.The geoid height was determined by GEOID03.
 DJ2178
 DJ2178.The dynamic height is computed by dividing the NAVD 88
 DJ2178.geopotential number by the normal gravity value computed on the
 DJ2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2178.degrees latitude (g = 980.6199 gals.).
 DJ2178
 DJ2178.The modeled gravity was interpolated from observed gravity values.
 DJ2178
 DJ2178;                    North         East    Units  Estimated Accuracy
 DJ2178;SPC MS E     -   393,250.      230,030.      MT  (+/- 180 meters Scaled)
 DJ2178
 DJ2178                          SUPERSEDED SURVEY CONTROL
 DJ2178
 DJ2178.No superseded survey control is available for this station.
 DJ2178
 DJ2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB588592(NAD 83)
 DJ2178_MARKER: DD = SURVEY DISK
 DJ2178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2178_SP_SET: PIPE CULVERT
 DJ2178_STAMPING: BM 19 V 85 1991
 DJ2178_MARK LOGO: MSHD  
 DJ2178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2178+STABILITY: SURFACE MOTION
 DJ2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2178+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2008
 DJ2178
 DJ2178  HISTORY     - Date     Condition        Report By
 DJ2178  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2178  HISTORY     - 20050401 GOOD             USPSQD
 DJ2178  HISTORY     - 20080303 GOOD             MSDOT
 DJ2178
 DJ2178                          STATION DESCRIPTION
 DJ2178
 DJ2178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2178'MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTH OF KOSCIUSKO, IN A CULVERT
 DJ2178'UNDER SOUTH HUNTINGTON STREET, AT THE JUNCTION OF ARROWHEAD DRIVE AND
 DJ2178'IS IN SECTION 28, T 14N, R 7E.
 DJ2178'TO REACH FROM THE POST OFFICE IN KOSCIUSKO, GO SOUTH ON NORTH
 DJ2178'HUNTINGTON STREET FOR 1 MI (1.6 KM) TO THE MARK ON THE RIGHT.
 DJ2178'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ2178'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 24 INCH CONCRETE PIPE
 DJ2178'CULVERT, ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE STREET, 37 FT
 DJ2178'(11.3 M) NORTHWEST OF THE PROJECTED CENTER OF ARROWHEAD DRIVE, 23 FT
 DJ2178'(7.0 M) SOUTHWEST OF THE CENTER OF HUNTINGTON STREET, 18.5 FT
 DJ2178'(5.6 M) SOUTHEAST OF UTILITY POLE NO 41 1/2, 16 FT (4.9 M) NORTHEAST
 DJ2178'OF A FIRE PLUG AND 0.5 FT (0.2 M) SOUTHEAST OF THE NORTHWEST ,END OF
 DJ2178'THE CULVERT.
 DJ2178
 DJ2178                          STATION RECOVERY (2005)
 DJ2178
 DJ2178'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 DJ2178'RECOVERED IN GOOD CONDITION.
 DJ2178
 DJ2178                          STATION RECOVERY (2008)
 DJ2178
 DJ2178'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1534 ***********************************************************************
 CO1534  DESIGNATION -  19 V 9
 CO1534  PID         -  CO1534
 CO1534  STATE/COUNTY-  MS/LAUDERDALE
 CO1534  USGS QUAD   -  COLLINSVILLE (1983)
 CO1534
 CO1534                         *CURRENT SURVEY CONTROL
 CO1534  ___________________________________________________________________
 CO1534* NAD 83(1986)-  32 26 31.     (N)    088 48 00.     (W)     SCALED    
 CO1534* NAVD 88     -       100.221  (meters)     328.81   (feet)  ADJUSTED  
 CO1534  ___________________________________________________________________
 CO1534  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO1534  DYNAMIC HT  -         100.104 (meters)     328.42  (feet)  COMP
 CO1534  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CO1534
 CO1534  VERT ORDER  -  SECOND    CLASS II
 CO1534
 CO1534.The horizontal coordinates were scaled from a topographic map and have
 CO1534.an estimated accuracy of +/- 6 seconds.
 CO1534
 CO1534.The orthometric height was determined by differential leveling
 CO1534.and adjusted in May 1996.
 CO1534
 CO1534.The geoid height was determined by GEOID03.
 CO1534
 CO1534.The dynamic height is computed by dividing the NAVD 88
 CO1534.geopotential number by the normal gravity value computed on the
 CO1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1534.degrees latitude (g = 980.6199 gals.).
 CO1534
 CO1534.The modeled gravity was interpolated from observed gravity values.
 CO1534
 CO1534;                    North         East    Units  Estimated Accuracy
 CO1534;SPC MS E     -   326,160.      303,130.      MT  (+/- 180 meters Scaled)
 CO1534
 CO1534                          SUPERSEDED SURVEY CONTROL
 CO1534
 CO1534.No superseded survey control is available for this station.
 CO1534
 CO1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA307908(NAD 83)
 CO1534_MARKER: DR = REFERENCE MARK DISK
 CO1534_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1534_SP_SET: BRIDGE ABUTMENT
 CO1534_STAMPING: BM 19 V 9 1982
 CO1534_MARK LOGO: MSHD  
 CO1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1534+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1534
 CO1534  HISTORY     - Date     Condition        Report By
 CO1534  HISTORY     - 1982     MONUMENTED       MSHD
 CO1534  HISTORY     - 19900424 SEE DESCRIPTION  MSHD
 CO1534
 CO1534                          STATION DESCRIPTION
 CO1534
 CO1534'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1534'10.06 KM (6.25 MI) NORTHWEST ON STATE HWY 19 FROM THE JUNCTION OF US
 CO1534'HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, CONTINUE
 CO1534'NORTHWEST ON HWY 19 FOR 1.28 KM (0.80 MI) TO THE BRIDGE AND THE MARK
 CO1534'ON THE LEFT, 4.57 M (15.0 FT) SOUTHWEST CENTER HWY 19, 0.30 M
 CO1534'(1.0 FT) NORTHWEST OF A METAL WITNESS POST, IN THE SOUTHWEST END
 CO1534'OF THE SOUTHEAST ABUTMENT OF A 140 FT LONG CONCRETE BRIDGE.
 CO1534
 CO1534                          STATION RECOVERY (1990)
 CO1534
 CO1534'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1534'MARK WAS FOUND AS DESCRIBED IN 1982 EXCEPT FOR THE FOLLOWING. THE MARK
 CO1534'IS LOCATED ABOUT 7.65 MI (12.31 KM) NORTHWEST OF MERIDIAN IN A
 CO1534'CONCRETE BRIDGE, 4.7 MI (7.6 KM) SOUTHEAST OF COLLINSVILLE, 0.8 MI
 CO1534'(1.3 KM) NORTH OF THE JUNCTION OF STATE HIGHWAYS 19 AND 494 AND IS IN
 CO1534'SECTION 19, T 7N, R 15E. TO REACH FROM THE POST OFFICE IN
 CO1534'COLLINSVILLE, GO SOUTHEAST ON STATE HIGHWAY 19 FOR 5.15 MI (8.29 KM)
 CO1534'TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1427 ***********************************************************************
 DJ1427  DESIGNATION -  190.4
 DJ1427  PID         -  DJ1427
 DJ1427  STATE/COUNTY-  MS/GRENADA
 DJ1427  USGS QUAD   -  KINCAID (1983)
 DJ1427
 DJ1427                         *CURRENT SURVEY CONTROL
 DJ1427  ___________________________________________________________________
 DJ1427* NAD 83(1986)-  33 47 58.     (N)    089 44 06.     (W)     SCALED    
 DJ1427* NAVD 88     -        58.082  (meters)     190.56   (feet)  ADJUSTED  
 DJ1427  ___________________________________________________________________
 DJ1427  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DJ1427  DYNAMIC HT  -          58.022 (meters)     190.36  (feet)  COMP
 DJ1427  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 DJ1427
 DJ1427  VERT ORDER  -  SECOND    CLASS 0
 DJ1427
 DJ1427.The horizontal coordinates were scaled from a topographic map and have
 DJ1427.an estimated accuracy of +/- 6 seconds.
 DJ1427
 DJ1427.The orthometric height was determined by differential leveling
 DJ1427.and adjusted in June 1991.
 DJ1427
 DJ1427.The geoid height was determined by GEOID03.
 DJ1427
 DJ1427.The dynamic height is computed by dividing the NAVD 88
 DJ1427.geopotential number by the normal gravity value computed on the
 DJ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1427.degrees latitude (g = 980.6199 gals.).
 DJ1427
 DJ1427.The modeled gravity was interpolated from observed gravity values.
 DJ1427
 DJ1427;                    North         East    Units  Estimated Accuracy
 DJ1427;SPC MS W     -   476,860.      755,400.      MT  (+/- 180 meters Scaled)
 DJ1427
 DJ1427                          SUPERSEDED SURVEY CONTROL
 DJ1427
 DJ1427  NGVD 29 (??/??/92)   58.080  (m)          190.55   (f) ADJ UNCH    2 0
 DJ1427
 DJ1427.Superseded values are not recommended for survey control.
 DJ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1427.See file dsdata.txt to determine how the superseded data were derived.
 DJ1427
 DJ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC468432(NAD 83)
 DJ1427_MARKER: DD = SURVEY DISK
 DJ1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1427_SP_SET: CULVERT
 DJ1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1427
 DJ1427  HISTORY     - Date     Condition        Report By
 DJ1427  HISTORY     - UNK      MONUMENTED       USGS
 DJ1427  HISTORY     - 1935     GOOD             NGS
 DJ1427
 DJ1427                          STATION DESCRIPTION
 DJ1427
 DJ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DJ1427'5.0 MI E FROM GRANADA.
 DJ1427'5.0 MILES EAST OF ILLINOIS CENTRAL DEPOT AT GRANADA CHISELED SQUARE ON
 DJ1427'THE SOUTH HEADWALL OF A CONCRETE HEADWALL OF A HIGHWAY CULVERT, 10
 DJ1427'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0848 ***********************************************************************
 BW0848  DESIGNATION -  192
 BW0848  PID         -  BW0848
 BW0848  STATE/COUNTY-  MS/ADAMS
 BW0848  USGS QUAD   -  WASHINGTON (1976)
 BW0848
 BW0848                         *CURRENT SURVEY CONTROL
 BW0848  ___________________________________________________________________
 BW0848* NAD 83(1986)-  31 36 05.     (N)    091 19 42.     (W)     SCALED    
 BW0848* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 BW0848  ___________________________________________________________________
 BW0848  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0848
 BW0848.The horizontal coordinates were scaled from a topographic map and have
 BW0848.an estimated accuracy of +/- 6 seconds.
 BW0848
 BW0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0848.The vertical order pertains to the NGVD 29 superseded value.
 BW0848
 BW0848.The geoid height was determined by GEOID03.
 BW0848
 BW0848;                    North         East    Units  Estimated Accuracy
 BW0848;SPC MS W     -   233,380.      605,580.      MT  (+/- 180 meters Scaled)
 BW0848
 BW0848                          SUPERSEDED SURVEY CONTROL
 BW0848
 BW0848  NGVD 29 (??/??/92)   58.622  (m)          192.33   (f) ADJ UNCH    2 0
 BW0848
 BW0848.Superseded values are not recommended for survey control.
 BW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0848.See file dsdata.txt to determine how the superseded data were derived.
 BW0848
 BW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ585974(NAD 83)
 BW0848_MARKER: DD = SURVEY DISK
 BW0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0848_SP_SET: FOUNDATION
 BW0848_STAMPING: 192
 BW0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0848
 BW0848  HISTORY     - Date     Condition        Report By
 BW0848  HISTORY     - UNK      MONUMENTED       USGS
 BW0848  HISTORY     - 1960     GOOD             NGS
 BW0848
 BW0848                          STATION DESCRIPTION
 BW0848
 BW0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BW0848'IN FOSTER.
 BW0848'AT FOSTER, 50 FEET NORTH OF THE FREIGHT STATION, IN CONCRETE
 BW0848'FOUNDATION OF ENGINE OF BURNED MILL.  A STANDARD TABLET STAMPED 192.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0376 ***********************************************************************
 EH0376  DESIGNATION -  2 A
 EH0376  PID         -  EH0376
 EH0376  STATE/COUNTY-  MS/BOLIVAR
 EH0376  USGS QUAD   -  LACONIA (1982)
 EH0376
 EH0376                         *CURRENT SURVEY CONTROL
 EH0376  ___________________________________________________________________
 EH0376* NAD 83(1986)-  34 06 06.     (N)    090 52 49.     (W)     SCALED    
 EH0376* NAVD 88     -        48.46   (+/-2cm)     159.0    (feet)  VERTCON   
 EH0376  ___________________________________________________________________
 EH0376  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0376  VERT ORDER  -  ? (See Below)
 EH0376
 EH0376.The horizontal coordinates were scaled from a topographic map and have
 EH0376.an estimated accuracy of +/- 6 seconds.
 EH0376
 EH0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0376.The vertical order pertains to the NGVD 29 superseded value.
 EH0376
 EH0376.The geoid height was determined by GEOID03.
 EH0376
 EH0376;                    North         East    Units  Estimated Accuracy
 EH0376;SPC MS W     -   510,360.      649,530.      MT  (+/- 180 meters Scaled)
 EH0376
 EH0376                          SUPERSEDED SURVEY CONTROL
 EH0376
 EH0376  NGVD 29 (??/??/??)   48.516  (m)          159.17   (f) ADJUSTED    ?  
 EH0376
 EH0376.Superseded values are not recommended for survey control.
 EH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0376.See file dsdata.txt to determine how the superseded data were derived.
 EH0376
 EH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT955754(NAD 83)
 EH0376_MARKER: P = PIPE CAP
 EH0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0376
 EH0376  HISTORY     - Date     Condition        Report By
 EH0376  HISTORY     - UNK      MONUMENTED       DOD
 EH0376  HISTORY     - 1934     GOOD             CGS
 EH0376
 EH0376                          STATION DESCRIPTION
 EH0376
 EH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0376'3.5 MI N FROM ROUNDLAKE.
 EH0376'P.B.M. 2-A IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE
 EH0376'BLOCK LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, 3.5 MILES
 EH0376'NORTH BY  LEVEE FROM ROUNDLAKE, BOLIVAR COUNTY, MISSISSIPPI.  400 FEET
 EH0376'EAST OF ANGLE IN LEVEE.  30  FEET EAST OF SMALL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0833 ***********************************************************************
 DJ0833  DESIGNATION -  2 KED
 DJ0833  PID         -  DJ0833
 DJ0833  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0833  USGS QUAD   -  ARTESIA (1987)
 DJ0833
 DJ0833                         *CURRENT SURVEY CONTROL
 DJ0833  ___________________________________________________________________
 DJ0833* NAD 83(1986)-  33 28 35.     (N)    088 44 31.     (W)     SCALED    
 DJ0833* NAVD 88     -        79.379  (meters)     260.43   (feet)  ADJUSTED  
 DJ0833  ___________________________________________________________________
 DJ0833  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0833  DYNAMIC HT  -          79.293 (meters)     260.15  (feet)  COMP
 DJ0833  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 DJ0833
 DJ0833  VERT ORDER  -  SECOND    CLASS 0
 DJ0833
 DJ0833.The horizontal coordinates were scaled from a topographic map and have
 DJ0833.an estimated accuracy of +/- 6 seconds.
 DJ0833
 DJ0833.The orthometric height was determined by differential leveling
 DJ0833.and adjusted in June 1991.
 DJ0833
 DJ0833.The geoid height was determined by GEOID03.
 DJ0833
 DJ0833.The dynamic height is computed by dividing the NAVD 88
 DJ0833.geopotential number by the normal gravity value computed on the
 DJ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0833.degrees latitude (g = 980.6199 gals.).
 DJ0833
 DJ0833.The modeled gravity was interpolated from observed gravity values.
 DJ0833
 DJ0833;                    North         East    Units  Estimated Accuracy
 DJ0833;SPC MS E     -   440,880.      308,490.      MT  (+/- 180 meters Scaled)
 DJ0833
 DJ0833                          SUPERSEDED SURVEY CONTROL
 DJ0833
 DJ0833  NGVD 29 (??/??/92)   79.343  (m)          260.31   (f) ADJ UNCH    2 0
 DJ0833
 DJ0833.Superseded values are not recommended for survey control.
 DJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0833.See file dsdata.txt to determine how the superseded data were derived.
 DJ0833
 DJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC381054(NAD 83)
 DJ0833_MARKER: DD = SURVEY DISK
 DJ0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0833_SP_SET: BRIDGE
 DJ0833_STAMPING: 2 KED 1963
 DJ0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0833+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DJ0833
 DJ0833  HISTORY     - Date     Condition        Report By
 DJ0833  HISTORY     - 1963     MONUMENTED       USGS
 DJ0833  HISTORY     - 1965     GOOD             MSHD
 DJ0833  HISTORY     - 1970     GOOD             NGS
 DJ0833  HISTORY     - 20040322 GOOD             INDIV
 DJ0833  HISTORY     - 20071003 GOOD             MSSU
 DJ0833
 DJ0833                          STATION DESCRIPTION
 DJ0833
 DJ0833'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0833'4.55 MI E FROM STARKVILLE.
 DJ0833'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0833'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN RIGHT,
 DJ0833'EAST AND GO 4.4 MILES TO THE BRIDGE AND THE MARK.  THE MARK IS A U. S.
 DJ0833'GEOLOGICAL DISK SET IN CEMENT IN A DRILLED HOLE.  THE DISK IS SET IN
 DJ0833'THE RAILING BASE OF A CONCRETE BRIDGE, AT THE EAST END OF THE SOUTH
 DJ0833'RAILING BASE AND 13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.8
 DJ0833'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  (THIS BRIDGE IS LOCATED
 DJ0833'APPROXIMATELY 250 FEET WEST OF THE CENTER OF THE HIGHWAY WITH A SIDE
 DJ0833'ROAD LEADING NORTH).
 DJ0833
 DJ0833                          STATION RECOVERY (1970)
 DJ0833
 DJ0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ0833'RECOVERED IN GOOD CONDITION.
 DJ0833
 DJ0833                          STATION RECOVERY (2004)
 DJ0833
 DJ0833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BC)
 DJ0833'RECOVERED IN GOOD CONDITION.
 DJ0833
 DJ0833                          STATION RECOVERY (2007)
 DJ0833
 DJ0833'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (JF)
 DJ0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0363 ***********************************************************************
 CP0363  DESIGNATION -  20 1
 CP0363  PID         -  CP0363
 CP0363  STATE/COUNTY-  MS/HINDS
 CP0363  USGS QUAD   -  JACKSON (1998)
 CP0363
 CP0363                         *CURRENT SURVEY CONTROL
 CP0363  ___________________________________________________________________
 CP0363* NAD 83(1986)-  32 16 34.     (N)    090 12 10.     (W)     SCALED    
 CP0363* NAVD 88     -       100.94   (+/-2cm)     331.2    (feet)  VERTCON   
 CP0363  ___________________________________________________________________
 CP0363  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0363
 CP0363.The horizontal coordinates were scaled from a topographic map and have
 CP0363.an estimated accuracy of +/- 6 seconds.
 CP0363
 CP0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0363.The vertical order pertains to the NGVD 29 superseded value.
 CP0363
 CP0363.The geoid height was determined by GEOID03.
 CP0363
 CP0363;                    North         East    Units  Estimated Accuracy
 CP0363;SPC MS W     -   307,770.      712,300.      MT  (+/- 180 meters Scaled)
 CP0363
 CP0363                          SUPERSEDED SURVEY CONTROL
 CP0363
 CP0363  NGVD 29 (??/??/92)  100.953  (m)          331.21   (f) ADJ UNCH    2 0
 CP0363
 CP0363.Superseded values are not recommended for survey control.
 CP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0363.See file dsdata.txt to determine how the superseded data were derived.
 CP0363
 CP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR634744(NAD 83)
 CP0363_MARKER: DB = BENCH MARK DISK
 CP0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0363_STAMPING: STA 20-1 1959
 CP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0363+STABILITY: SURFACE MOTION
 CP0363
 CP0363  HISTORY     - Date     Condition        Report By
 CP0363  HISTORY     - 1959     MONUMENTED       BPR
 CP0363  HISTORY     - 1968     GOOD             NGS
 CP0363  HISTORY     - 1978     MARK NOT FOUND   MSHD
 CP0363
 CP0363                          STATION DESCRIPTION
 CP0363
 CP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0363'2.6 MI SW FROM JACKSON.
 CP0363'ABOUT 0.15 MILE EAST ALONG EAST PASCAGOULA STREET FROM THE HINDS
 CP0363'COUNTY COURT HOUSE AT JACKSON, THENCE 2.45 MILES SOUTHWEST ALONG U.S.
 CP0363'HIGHWAY 51, IN THE CENTER OF A NARROW MEDIAN IN THE HIGHWAY, 16 FEET
 CP0363'NORTH OF THE CENTERLINE OF THE SOUTH TRAFFIC LANE AND 16 FEET NORTH OF
 CP0363'THE CENTERLINE OF THE NORTH LANE OF THE HIGHWAY, 399 FEET EAST OF THE
 CP0363'EAST END OF A CONCRETE MEDIAN OF A CONCRETE HIGHWAY OVERPASS FOR THE
 CP0363'ILLINOIS CENTRAL RAILROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP0363'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 5 INCHES
 CP0363'BELOW THE SURFACE OF THE GROUND.
 CP0363
 CP0363                          STATION RECOVERY (1978)
 CP0363
 CP0363'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0364 ***********************************************************************
 CP0364  DESIGNATION -  20 1 RM 1
 CP0364  PID         -  CP0364
 CP0364  STATE/COUNTY-  MS/HINDS
 CP0364  USGS QUAD   -  JACKSON (1998)
 CP0364
 CP0364                         *CURRENT SURVEY CONTROL
 CP0364  ___________________________________________________________________
 CP0364* NAD 83(1986)-  32 16 34.     (N)    090 12 09.     (W)     SCALED    
 CP0364* NAVD 88     -       100.30   (+/-2cm)     329.1    (feet)  VERTCON   
 CP0364  ___________________________________________________________________
 CP0364  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0364
 CP0364.The horizontal coordinates were scaled from a topographic map and have
 CP0364.an estimated accuracy of +/- 6 seconds.
 CP0364
 CP0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0364.The vertical order pertains to the NGVD 29 superseded value.
 CP0364
 CP0364.The geoid height was determined by GEOID03.
 CP0364
 CP0364;                    North         East    Units  Estimated Accuracy
 CP0364;SPC MS W     -   307,770.      712,330.      MT  (+/- 180 meters Scaled)
 CP0364
 CP0364                          SUPERSEDED SURVEY CONTROL
 CP0364
 CP0364  NGVD 29 (??/??/92)  100.318  (m)          329.13   (f) ADJ UNCH    2 0
 CP0364
 CP0364.Superseded values are not recommended for survey control.
 CP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0364.See file dsdata.txt to determine how the superseded data were derived.
 CP0364
 CP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR634744(NAD 83)
 CP0364_MARKER: DR = REFERENCE MARK DISK
 CP0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0364_STAMPING: RM 1 20-1 1959
 CP0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0364+STABILITY: SURFACE MOTION
 CP0364
 CP0364  HISTORY     - Date     Condition        Report By
 CP0364  HISTORY     - 1959     MONUMENTED       BPR
 CP0364  HISTORY     - 1968     GOOD             NGS
 CP0364  HISTORY     - 1978     MARK NOT FOUND   MSHD
 CP0364
 CP0364                          STATION DESCRIPTION
 CP0364
 CP0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0364'2.6 MI SW FROM JACKSON.
 CP0364'ABOUT 0.15 MILE EAST ALONG EAST PASCAGOULA STREET FROM THE HINDS
 CP0364'COUNTY COURT HOUSE AT JACKSON, THENCE 2.45 MILES SOUTHWEST ALONG U.S.
 CP0364'HIGHWAY 51, 0.1 MILE EAST OF THE EAST END OF A CONCRETE HIGHWAY
 CP0364'OVERPASS FOR THE ILLINOIS CENTRAL RAILROAD, IN THE CENTER OF A NARROW
 CP0364'MEDIAN IN THE HIGHWAY, 15 FEET NORTH OF THE CENTERLINE OF THE SOUTH
 CP0364'TRAFFIC LANE AND 15 FEET SOUTH OF THE CENTERLINE OF THE NORTH TRAFFIC
 CP0364'LANE OF THE HIGHWAY, 2 1/2 FEET WEST OF THE EAST END OF A CONCRETE
 CP0364'CURB, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CP0364'OF A CONCRETE POST WHICH IS ABOUT 5 INCHES BELOW THE SURFACE OF THE
 CP0364'GROUND.
 CP0364
 CP0364                          STATION RECOVERY (1978)
 CP0364
 CP0364'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0357 ***********************************************************************
 CP0357  DESIGNATION -  20 2
 CP0357  PID         -  CP0357
 CP0357  STATE/COUNTY-  MS/RANKIN
 CP0357  USGS QUAD   -  JACKSON (1998)
 CP0357
 CP0357                         *CURRENT SURVEY CONTROL
 CP0357  ___________________________________________________________________
 CP0357* NAD 83(1986)-  32 16 12.     (N)    090 10 14.     (W)     SCALED    
 CP0357* NAVD 88     -        83.17   (+/-2cm)     272.9    (feet)  VERTCON   
 CP0357  ___________________________________________________________________
 CP0357  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0357
 CP0357.The horizontal coordinates were scaled from a topographic map and have
 CP0357.an estimated accuracy of +/- 6 seconds.
 CP0357
 CP0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0357.The vertical order pertains to the NGVD 29 superseded value.
 CP0357
 CP0357.The geoid height was determined by GEOID03.
 CP0357
 CP0357;                    North         East    Units  Estimated Accuracy
 CP0357;SPC MS W     -   307,100.      715,340.      MT  (+/- 180 meters Scaled)
 CP0357
 CP0357                          SUPERSEDED SURVEY CONTROL
 CP0357
 CP0357  NGVD 29 (??/??/92)   83.191  (m)          272.94   (f) ADJ UNCH    2 0
 CP0357
 CP0357.Superseded values are not recommended for survey control.
 CP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0357.See file dsdata.txt to determine how the superseded data were derived.
 CP0357
 CP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR665738(NAD 83)
 CP0357_MARKER: DB = BENCH MARK DISK
 CP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0357_STAMPING: STA 20-2 1959 K 5
 CP0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0357+STABILITY: SURFACE MOTION
 CP0357
 CP0357  HISTORY     - Date     Condition        Report By
 CP0357  HISTORY     - 1959     MONUMENTED       MSHD
 CP0357  HISTORY     - 1977     GOOD             MSHD
 CP0357  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CP0357
 CP0357                          STATION DESCRIPTION
 CP0357
 CP0357'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0357'2.2 MI SE FROM JACKSON.
 CP0357'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF THE CENTER OF DOWNTOWN
 CP0357'JACKSON ON THE WEST RIGHT OF WAY OF OLD U.S. HIGHWAY JUST NORTH OF ITS
 CP0357'JUNCTION WITH OLD HIGHWAY 49 ON THE OPPOSITE SIDE OF THE HIGHWAYS FROM
 CP0357'THE ENTRANCE TO A TRAILOR PARK, 2.5 MILES SOUTHWEST OF PEARL, 2.8
 CP0357'MILES NORTH OF RICHLAND IN THE SOUTHWEST 1/4 OF SECTION 14, T 5N, R
 CP0357'1E.  IT IS 159 FEET SOUTHEAST OF A UTILITY POLE WITH TWO TRANSFORMERS,
 CP0357'144 FEET NORTHWEST OF UTILITY POLE NO. 18, 124.5 FEET NORTHEAST OF
 CP0357'UTILITY POLE NO. E1, 65 FEET WEST OF THE CENTER OF THE OLD HIGHWAY,
 CP0357'21.5 FEET WEST OF THE CENTER OF HIGHWAY 49, 5.5 FEET WEST OF THE WEST
 CP0357'EDGE OF A CURB, 5 FEET NORTH OF THE NORTH EDGE OF A CURB, 1 FOOT SOUTH
 CP0357'OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT
 CP0357'LEVEL WITH THE HIGHWAY AND IS 7 INCHES BELOW THE GROUND. NOTE-- TO
 CP0357'REACH FROM THE OLD CAPITOL IN JACKSON GO SOUTH ON STATE STREET FOR 1.4
 CP0357'MILES TO THE U.S. HIGHWAY 80 OVERPASS.  CONTINUE SOUTH AND FOLLOW
 CP0357'ENTRANCE RAMP ONTO HIGHWAY 80 TO THE TOP OF THE OVERPASS AND CONTINUE
 CP0357'EAST ON U.S. HIGHWAY 80 FOR 0.85 MILE TO THE JUNCTION OF OLD U.S.
 CP0357'HIGHWAY 49.  TURN RIGHT AND GO SOUTH ON OLD HIGHWAY 49 FOR 0.75 MILE
 CP0357'TO MARK ON RIGHT.
 CP0357
 CP0357                          STATION RECOVERY (1996)
 CP0357
 CP0357'RECOVERY NOTE BY US POWER SQUADRON 1996
 CP0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0359 ***********************************************************************
 CP0359  DESIGNATION -  20 2 AZ MK
 CP0359  PID         -  CP0359
 CP0359  STATE/COUNTY-  MS/RANKIN
 CP0359  USGS QUAD   -  JACKSON (1998)
 CP0359
 CP0359                         *CURRENT SURVEY CONTROL
 CP0359  ___________________________________________________________________
 CP0359* NAD 83(1986)-  32 15 48.     (N)    090 10 19.     (W)     SCALED    
 CP0359* NAVD 88     -        83.12   (+/-2cm)     272.7    (feet)  VERTCON   
 CP0359  ___________________________________________________________________
 CP0359  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0359
 CP0359.The horizontal coordinates were scaled from a topographic map and have
 CP0359.an estimated accuracy of +/- 6 seconds.
 CP0359
 CP0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0359.The vertical order pertains to the NGVD 29 superseded value.
 CP0359
 CP0359.The geoid height was determined by GEOID03.
 CP0359
 CP0359;                    North         East    Units  Estimated Accuracy
 CP0359;SPC MS W     -   306,360.      715,210.      MT  (+/- 180 meters Scaled)
 CP0359
 CP0359                          SUPERSEDED SURVEY CONTROL
 CP0359
 CP0359  NGVD 29 (??/??/92)   83.137  (m)          272.76   (f) ADJ UNCH    2 0
 CP0359
 CP0359.Superseded values are not recommended for survey control.
 CP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0359.See file dsdata.txt to determine how the superseded data were derived.
 CP0359
 CP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR664731(NAD 83)
 CP0359_MARKER: DD = SURVEY DISK
 CP0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0359_STAMPING: AZ 20-2 1959
 CP0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0359+STABILITY: SURFACE MOTION
 CP0359
 CP0359  HISTORY     - Date     Condition        Report By
 CP0359  HISTORY     - 1959     MONUMENTED       MSHD
 CP0359  HISTORY     - 1977     GOOD             MSHD
 CP0359  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 CP0359
 CP0359                          STATION DESCRIPTION
 CP0359
 CP0359'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0359'2.6 MI SE FROM JACKSON.
 CP0359'THE MARK IS LOCATED 2.6 MILES SOUTHEAST OF THE CENTER OF DOWNTOWN
 CP0359'JACKSON, 2.8 MILES SOUTHWEST OF PEARL, 2.4 MILES NORTH OF RICHLAND
 CP0359'JUST NORTH OF A BRIDGE IN THE NORTHWEST 1/4 OF SECTION 23, T 5N, R 1E.
 CP0359'IT IS 2422.11 FEET SOUTH OF THE STATION, 84 FEET SOUTHWEST OF A 36
 CP0359'INCH PINE, 32.5 FEET SOUTHEAST OF A TELEPHONE CABLE POLE, 29 FEET
 CP0359'NORTH OF THE NORTH EDGE OF THE BRIDGE ABUTMENT, 20 FEET WEST OF THE
 CP0359'CENTER OF OLD HIGHWAY 49, 1.5 FEET WEST OF A GUARD RAIL POST, 1 FOOT
 CP0359'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0359'ABOUT LEVEL WITH THE HIGHWAY AND IS ABOUT 2 INCHES BELOW THE GROUND.
 CP0359'NOTE-- TO REACH FROM THE OLD CAPITOL IN JACKSON GO SOUTH ON STATE
 CP0359'STREET FOR 1.4 MILES TO THE U.S. HIGHWAY 80 OVERPASS.  CONTINUE SOUTH
 CP0359'AND FOLLOW ENTRANCE RAMP ONTO HIGHWAY 80 TO THE TOP OF THE OVERPASS
 CP0359'THEN CONTINUE EAST ON U.S. HIGHWAY 80 FOR 0.85 MILE TO THE JUNCTION OF
 CP0359'OLD U.S. HIGHWAY 49.  TURN RIGHT AND GO SOUTH ON OLD U.S. HIGHWAY 49
 CP0359'FOR 1.25 MILES TO THE MARK ON THE RIGHT (0.1 MILE BEYOND A SIDE ROAD
 CP0359'LEFT).
 CP0359
 CP0359                          STATION RECOVERY (1996)
 CP0359
 CP0359'RECOVERY NOTE BY US POWER SQUADRON 1996
 CP0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2733 ***********************************************************************
 EH2733  DESIGNATION -  20 A
 EH2733  PID         -  EH2733
 EH2733  STATE/COUNTY-  MS/QUITMAN
 EH2733  USGS QUAD   -  CROWDER (1982)
 EH2733
 EH2733                         *CURRENT SURVEY CONTROL
 EH2733  ___________________________________________________________________
 EH2733* NAD 83(1993)-  34 10 51.55154(N)    090 12 56.69513(W)     ADJUSTED  
 EH2733* NAVD 88     -        47.38   (+/-2cm)     155.4    (feet)  VERTCON   
 EH2733  ___________________________________________________________________
 EH2733  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EH2733  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH2733  HORZ ORDER  -  SECOND
 EH2733  VERT ORDER  -  THIRD ? (See Below)
 EH2733
 EH2733.The horizontal coordinates were established by classical geodetic methods
 EH2733.and adjusted by the National Geodetic Survey in May 1994.
 EH2733
 EH2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2733.The vertical order pertains to the NGVD 29 superseded value.
 EH2733
 EH2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2733
 EH2733.The geoid height was determined by GEOID03.
 EH2733
 EH2733;                    North         East     Units Scale Factor Converg.
 EH2733;SPC MS W     -   519,028.217   710,839.404   MT  0.99995145   +0 03 57.8
 EH2733;SPC MS W     - 1,702,845.08  2,332,145.61   sFT  0.99995145   +0 03 57.8
 EH2733;UTM  15      - 3,785,728.179   756,610.524   MT  1.00041179   +1 33 54.3
 EH2733
 EH2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2733!SPC MS W     -   0.99999671  x   0.99995145  =   0.99994816
 EH2733!UTM  15      -   0.99999671  x   1.00041179  =   1.00040850
 EH2733
 EH2733                          SUPERSEDED SURVEY CONTROL
 EH2733
 EH2733  NAD 83(1986)-  34 10 51.56222(N)    090 12 56.69381(W) AD(       ) 2
 EH2733  NAD 27      -  34 10 51.15400(N)    090 12 56.36400(W) AD(       ) 2
 EH2733  NGVD 29 (07/19/86)   47.42   (m)          155.6    (f) LEVELING    3  
 EH2733
 EH2733.Superseded values are not recommended for survey control.
 EH2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2733.See file dsdata.txt to determine how the superseded data were derived.
 EH2733
 EH2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5661185728(NAD 83)
 EH2733_MARKER: P = PIPE CAP
 EH2733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2733
 EH2733  HISTORY     - Date     Condition        Report By
 EH2733  HISTORY     - 1908     MONUMENTED       USGS
 EH2733  HISTORY     - 1956     GOOD             USGS
 EH2733  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EH2733  HISTORY     - 20081119 MARK NOT FOUND   MSDOT
 EH2733
 EH2733                          STATION DESCRIPTION
 EH2733
 EH2733'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (FAR)
 EH2733'THE MARK IS LOCATED IN SECTION 29, T 27 N, R 1 E, ABOUT
 EH2733'4-1/2 MILES WEST OF CROWDER, 4 MILES EAST-SOUTHEAST OF LAMBERT,
 EH2733'ON THE SOUTH SIDE OF THE CHOWDER LAMBERT ROAD IN A CULTIVATED
 EH2733'FIELD.
 EH2733'
 EH2733'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 EH2733'20-A 1908, IS A BRONZE CAP ON A 3 INCH PIPE WHICH PROJECTS
 EH2733'16 INCHES.  IT IS AT THE NORTHEAST CORNER OF A CULTIVATED
 EH2733'FIELD, ABOUT 125 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 EH2733'BRIDGE OVER THE TALLAHATCHIE RIVER.
 EH2733'
 EH2733'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOBO,
 EH2733'DISTANCE BEING 54.56 FT. (16.629 METERS) EAST-NORTHEAST OF
 EH2733'THE STATION.
 EH2733
 EH2733                          STATION RECOVERY (1977)
 EH2733
 EH2733'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EH2733'THE STATION SITE WAS VISITED 3-1-77 AND THE STATION WAS NOT FOUND.
 EH2733'THE DISTANCE AND DIRECTION FROM TRIANGULATION STATION BOBO INDICATES
 EH2733'THAT THE MARK WAS PROBABLY DESTROYED BY FARM MACHINES WHILE
 EH2733'CULTIVATING A FIELD.
 EH2733'
 EH2733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EH2733'EAST-SOUTHEAST OF LAMBERT.
 EH2733
 EH2733                          STATION RECOVERY (2008)
 EH2733
 EH2733'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2733'THE STATION WAS NOT LOCATED AND ASSUMED DESTROYED BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0560 ***********************************************************************
 CP0560  DESIGNATION -  20 V 15
 CP0560  PID         -  CP0560
 CP0560  STATE/COUNTY-  MS/WARREN
 CP0560  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0560
 CP0560                         *CURRENT SURVEY CONTROL
 CP0560  ___________________________________________________________________
 CP0560* NAD 83(1986)-  32 18 43.     (N)    090 54 02.     (W)     SCALED    
 CP0560* NAVD 88     -        57.549  (meters)     188.81   (feet)  ADJUSTED  
 CP0560  ___________________________________________________________________
 CP0560  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0560  DYNAMIC HT  -          57.482 (meters)     188.59  (feet)  COMP
 CP0560  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 CP0560
 CP0560  VERT ORDER  -  FIRST     CLASS II
 CP0560
 CP0560.The horizontal coordinates were scaled from a topographic map and have
 CP0560.an estimated accuracy of +/- 6 seconds.
 CP0560
 CP0560.The orthometric height was determined by differential leveling
 CP0560.and adjusted in July 2002.
 CP0560.WARNING-Repeat measurements at this control monument indicate possible
 CP0560.vertical movement.
 CP0560
 CP0560.The geoid height was determined by GEOID03.
 CP0560
 CP0560.The dynamic height is computed by dividing the NAVD 88
 CP0560.geopotential number by the normal gravity value computed on the
 CP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0560.degrees latitude (g = 980.6199 gals.).
 CP0560
 CP0560.The modeled gravity was interpolated from observed gravity values.
 CP0560
 CP0560;                    North         East    Units  Estimated Accuracy
 CP0560;SPC MS W     -   311,880.      646,590.      MT  (+/- 180 meters Scaled)
 CP0560
 CP0560                          SUPERSEDED SURVEY CONTROL
 CP0560
 CP0560  NAVD 88 (06/15/91)   57.558  (m)          188.84   (f) UNKNOWN     1 2
 CP0560  NGVD 29 (??/??/??)   57.593  (m)          188.95   (f) ADJUSTED    1 2
 CP0560
 CP0560.Superseded values are not recommended for survey control.
 CP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0560.See file dsdata.txt to determine how the superseded data were derived.
 CP0560
 CP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR976769(NAD 83)
 CP0560_MARKER: DD = SURVEY DISK
 CP0560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0560_SP_SET: TUNNEL HEADWALL
 CP0560_STAMPING: 20V-15 1963
 CP0560_MARK LOGO: MSHD  
 CP0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0560+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1996
 CP0560
 CP0560  HISTORY     - Date     Condition        Report By
 CP0560  HISTORY     - 1963     MONUMENTED       MSHD
 CP0560  HISTORY     - 1973     GOOD             NGS
 CP0560  HISTORY     - 1979     GOOD             NGS
 CP0560  HISTORY     - 19960317 GOOD             NGS
 CP0560  HISTORY     - 20060404 GOOD             MSSU
 CP0560
 CP0560                          STATION DESCRIPTION
 CP0560
 CP0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0560'3.4 MI S FROM VICKSBURG.
 CP0560'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND
 CP0560'COURTHOUSE AT VICKSBURG, THENCE 3.0 MILES SOUTH ALONG THE ILLINOIS
 CP0560'CENTRAL RAILROAD, 97 YARDS SOUTHEAST OF THE SOUTHEAST END OF A
 CP0560'RAILROAD BRIDGE OVER THE MISSISSIPPI RIVER, SET IN THE TOP OF NORTH
 CP0560'END OF THE WEST CONCRETE PORTAL FOR THE RAILROAD TUNNEL, 39 FEET SOUTH
 CP0560'OF A CONCRETE RETAINING WALL, 1.8 FEET WEST OF A METAL WITNESS POST,
 CP0560'ABOUT 30 FEET ABOVE THE LEVEL OF THE TRACK AND ABOUT 20 FEET BELOW THE
 CP0560'LEVEL OF U.S. HIGHWAY 80.  SEC 32, T 16N, R 3E.
 CP0560
 CP0560                          STATION RECOVERY (1979)
 CP0560
 CP0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP0560'RECOVERED IN GOOD CONDITION.
 CP0560
 CP0560                          STATION RECOVERY (1996)
 CP0560
 CP0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CP0560'IN VICKSBURG, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF
 CP0560'THE WEST CONCRETE TUNNEL HEADWALL OF THE NORFOLK SOUTHERN RAILROAD
 CP0560'UNDERPASS OF U.S.  HIGHWAY 61, 76.2 M (250.0 FT) EAST OF THE EAST END
 CP0560'OF A RAILROAD BRIDGE SPANNING THE MISSISSIPPI RIVER, 26.0 M (85.3 FT)
 CP0560'NORTHWEST OF THE MISSISSIPPI WELCOME CENTER, AND 9.1 M (29.9 FT) ABOVE
 CP0560'THE LEVEL OF THE TRACK.
 CP0560
 CP0560                          STATION RECOVERY (2006)
 CP0560
 CP0560'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (DAS)
 CP0560'THE MARK IS IN GOOD CONDITION.  LOCATED ON THE CROWN OF THE FIRST
 CP0560'RAILROAD TUNNEL GOING EAST BOUND OFF OF U.S. HIGHWAY 80 RAILROAD
 CP0560'BRIDGE.  ALSO CAN BE REACHED FROM WELCOME CENTER PARKING LOT.  GO TO
 CP0560'FENCE AT THE BASE OF THE SOUTHERN STEPS OF THE CROSSWALK AND WALK DOWN
 CP0560'THE HILL TO THE RAILING ON THE TOP OF THE RAILROAD TUNNEL.  MARK IS
 CP0560'SIGNIFIED BY A SURVEY POINT DO NOT DISTURB SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0864 ***********************************************************************
 CP0864  DESIGNATION -  20 V 16
 CP0864  PID         -  CP0864
 CP0864  STATE/COUNTY-  MS/WARREN
 CP0864  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0864
 CP0864                         *CURRENT SURVEY CONTROL
 CP0864  ___________________________________________________________________
 CP0864* NAD 83(1986)-  32 19 08.     (N)    090 53 47.     (W)     SCALED    
 CP0864* NAVD 88     -        65.13   (+/-2cm)     213.7    (feet)  VERTCON   
 CP0864  ___________________________________________________________________
 CP0864  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0864
 CP0864.The horizontal coordinates were scaled from a topographic map and have
 CP0864.an estimated accuracy of +/- 6 seconds.
 CP0864
 CP0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0864.The vertical order pertains to the NGVD 29 superseded value.
 CP0864
 CP0864.The geoid height was determined by GEOID03.
 CP0864
 CP0864;                    North         East    Units  Estimated Accuracy
 CP0864;SPC MS W     -   312,650.      646,980.      MT  (+/- 180 meters Scaled)
 CP0864
 CP0864                          SUPERSEDED SURVEY CONTROL
 CP0864
 CP0864  NGVD 29 (??/??/92)   65.161  (m)          213.78   (f) ADJ UNCH    2 0
 CP0864
 CP0864.Superseded values are not recommended for survey control.
 CP0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0864.See file dsdata.txt to determine how the superseded data were derived.
 CP0864
 CP0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR980777(NAD 83)
 CP0864_MARKER: DB = BENCH MARK DISK
 CP0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0864_STAMPING: 20V-16 1963
 CP0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0864+STABILITY: SURFACE MOTION
 CP0864
 CP0864  HISTORY     - Date     Condition        Report By
 CP0864  HISTORY     - 1963     MONUMENTED       MSHD
 CP0864  HISTORY     - 1971     GOOD             MSHD
 CP0864  HISTORY     - 1974     GOOD             MSSU
 CP0864  HISTORY     - 1981     GOOD             LOCSUR
 CP0864
 CP0864                          STATION DESCRIPTION
 CP0864
 CP0864'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0864'2.3 MI SW FROM VICKSBURG.
 CP0864'THE MARK IS LOCATED 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS
 CP0864'INTERSECTION WITH CRAWFORD STREET IN VICKSBURG AT THE JUNCTION OF U.S.
 CP0864'HIGHWAY 80 BYPASS.  IT IS 66 FEET NORTHWEST OF THE SOUTHEAST POINT OF
 CP0864'AN ISLAND FORMED BY HIGHWAYS, 49 FEET EAST OF THE CENTER OF HIGHWAY
 CP0864'61, 40 FEET NORTH OF THE CENTER OF THE CENTER LANE OF U.S. HIGHWAY 80,
 CP0864'27 FEET NORTH OF THE SOUTH EDGE OF THE ISLAND, 22.5 FEET EAST OF THE
 CP0864'WATERWAYS EXPERIMENT STATION SIGN, 20 FEET SOUTH OF THE NORTH EDGE OF
 CP0864'THE ISLAND, 2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF AN
 CP0864'8 X 8 FT. BLUE AND YELLOW TITLE SIGN (CIVITAN OF VICKSBURG). IT IS SET
 CP0864'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE
 CP0864'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 CP0864'U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN
 CP0864'VICKSBURG GO WEST ON CRAWFORD STREET FOR 0.15 MILE TO THE INTERSECTION
 CP0864'OF U.S. HIGHWAY 61.  TURN LEFT (SOUTHWEST) AND CONTINUE ON U.S.
 CP0864'HIGHWAY 61 FOR 2.3 MILES TO U.S. HIGHWAY 80 BYPASS AND THE MARK ON THE
 CP0864'LEFT.
 CP0864
 CP0864                          STATION RECOVERY (1974)
 CP0864
 CP0864'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974
 CP0864'RECOVERED IN GOOD CONDITION.
 CP0864
 CP0864                          STATION RECOVERY (1981)
 CP0864
 CP0864'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0862 ***********************************************************************
 CP0862  DESIGNATION -  20 V 17
 CP0862  PID         -  CP0862
 CP0862  STATE/COUNTY-  MS/WARREN
 CP0862  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0862
 CP0862                         *CURRENT SURVEY CONTROL
 CP0862  ___________________________________________________________________
 CP0862* NAD 83(1986)-  32 18 56.     (N)    090 53 31.     (W)     SCALED    
 CP0862* NAVD 88     -        42.45   (+/-2cm)     139.3    (feet)  VERTCON   
 CP0862  ___________________________________________________________________
 CP0862  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0862
 CP0862.The horizontal coordinates were scaled from a topographic map and have
 CP0862.an estimated accuracy of +/- 6 seconds.
 CP0862
 CP0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0862.The vertical order pertains to the NGVD 29 superseded value.
 CP0862
 CP0862.The geoid height was determined by GEOID03.
 CP0862
 CP0862;                    North         East    Units  Estimated Accuracy
 CP0862;SPC MS W     -   312,280.      647,400.      MT  (+/- 180 meters Scaled)
 CP0862
 CP0862                          SUPERSEDED SURVEY CONTROL
 CP0862
 CP0862  NGVD 29 (??/??/92)   42.481  (m)          139.37   (f) ADJ UNCH    2 0
 CP0862
 CP0862.Superseded values are not recommended for survey control.
 CP0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0862.See file dsdata.txt to determine how the superseded data were derived.
 CP0862
 CP0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR984773(NAD 83)
 CP0862_MARKER: DD = SURVEY DISK
 CP0862_SETTING: 0 = UNSPECIFIED SETTING
 CP0862_STAMPING: 20V-17 1963
 CP0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0862
 CP0862  HISTORY     - Date     Condition        Report By
 CP0862  HISTORY     - 1963     MONUMENTED       MSHD
 CP0862  HISTORY     - 1973     GOOD             NGS
 CP0862  HISTORY     - 1981     GOOD             LOCSUR
 CP0862
 CP0862                          STATION DESCRIPTION
 CP0862
 CP0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0862'1.5 MI S FROM VICKSBURG.
 CP0862'FROM THE BENCH MARK IT IS 2.5 FT. AT 90 DEG TO A CHAIN-LINK FENCE, 1.4
 CP0862'FT. AT 45 DEG TO A METAL WITNESS POST, 95.8 FT. AT 0 DEG TO THE CENTER
 CP0862'OF THE SOUTH FACE OF A TIN BUILDING, APPROXIMATELY 100 YDS. AT 81 DEG
 CP0862'TO THE CENTER OF 3 POWER POLES ON TOP OF A HILL, 15.6 FT. AT 90 DEG TO
 CP0862'A LINE PARALLEL WITH EAST FACE OF A TIN BUILDING, 27.0 FT. AT 90 DEG
 CP0862'TO THE CENTER OF A MUD-COVERED ASPHALT ROAD, 35.0 FT. AT 180 DEG TO
 CP0862'THE SOUTH SIDE OF A CHAIN-LINK FENCE, 359 DEG TO SOUTHWEST CORNER OF A
 CP0862'TIN BUILDING, 33.5 FT. AT 225 DEG TO SOUTHERNMOST INSULATOR STAND
 CP0862'AROUND TRANSFORMERS.  THE MARK IS A STANDARD DISK INSIDE A SEVEN FOOT,
 CP0862'LOCKED, CHAIN-LINK FENCE.  IT IS LEVEL WITH THE ROAD, BUT IS 8 INCHES
 CP0862'UNDERGROUND.  IT IS STAMPED 20V-17 1963.  TO REACH THE BENCH MARK FROM
 CP0862'THE VICKSBURG RIVER BRIDGE GO NORTH 1.0 MILES ON WARRENTON ROAD
 CP0862'(HIGHWAY 61 N) TO THE HIGHWAY 80 BYPASS. TURN EAST, GO .7 MILES TO
 CP0862'IOWA AVENUE, TURN RIGHT ON IOWA AVENUE, GOING SOUTH FOR 0.5 MILES TO
 CP0862'THE FIRST GRAVEL LANE ON THE RIGHT. TURN RIGHT, BEARING TO THE RIGHT
 CP0862'AND DOWN A PAVED LANE FOR .15 MILES TO A TRANSFORMER STATION.
 CP0862
 CP0862                          STATION RECOVERY (1981)
 CP0862
 CP0862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0863 ***********************************************************************
 CP0863  DESIGNATION -  20 V 17 RESET
 CP0863  PID         -  CP0863
 CP0863  STATE/COUNTY-  MS/WARREN
 CP0863  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0863
 CP0863                         *CURRENT SURVEY CONTROL
 CP0863  ___________________________________________________________________
 CP0863* NAD 83(1986)-  32 18 56.     (N)    090 53 31.     (W)     SCALED    
 CP0863* NAVD 88     -        42.66   (+/-2cm)     140.0    (feet)  VERTCON   
 CP0863  ___________________________________________________________________
 CP0863  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0863  VERT ORDER  -  THIRD (See Below)
 CP0863
 CP0863.The horizontal coordinates were scaled from a topographic map and have
 CP0863.an estimated accuracy of +/- 6 seconds.
 CP0863
 CP0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0863.The vertical order pertains to the NGVD 29 superseded value.
 CP0863
 CP0863.The geoid height was determined by GEOID03.
 CP0863
 CP0863;                    North         East    Units  Estimated Accuracy
 CP0863;SPC MS W     -   312,280.      647,400.      MT  (+/- 180 meters Scaled)
 CP0863
 CP0863                          SUPERSEDED SURVEY CONTROL
 CP0863
 CP0863  NGVD 29 (08/12/04)   42.69   (m)          140.1    (f) RESET       3  
 CP0863
 CP0863.Superseded values are not recommended for survey control.
 CP0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0863.See file dsdata.txt to determine how the superseded data were derived.
 CP0863
 CP0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR984773(NAD 83)
 CP0863_MARKER: DD = SURVEY DISK
 CP0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0863_STAMPING: BM 20V 17 1963 RESET 1965
 CP0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0863+STABILITY: SURFACE MOTION
 CP0863
 CP0863  HISTORY     - Date     Condition        Report By
 CP0863  HISTORY     - 1965     MONUMENTED       MSHD
 CP0863  HISTORY     - 1967     GOOD             MSHD
 CP0863  HISTORY     - 1968     GOOD             MSSU
 CP0863
 CP0863                          STATION DESCRIPTION
 CP0863
 CP0863'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0863'2.6 MI SW FROM VICKSBURG.
 CP0863'THE MARK IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF VICKSBURG
 CP0863'NEAR THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND A POWER
 CP0863'SUBSTATION.  TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF
 CP0863'CROWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON CROWFORD STREET
 CP0863'FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT
 CP0863'(SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE U.S.
 CP0863'HIGHWAY 80 BYPASS ON THE LEFT.  TURN LEFT (NORTHEAST) AND CONTINUE ON
 CP0863'U.S. HIGHWAY 80 FOR 0.25 MILE TO A BRICK BRIDGE OVER A RAILROAD TRACK.
 CP0863'CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 0.25 MILE TO IOWA AVENUE
 CP0863'ON THE RIGHT.  TURN RIGHT (SOUTH SOUTHWEST) AND CONTINUE ON IOWA
 CP0863'AVENUE FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND IMMEDIATELY
 CP0863'AFTERWARDS TAKE ANOTHER RIGHT FORK AND CONTINUE ON AN ALL WEATHER ROAD
 CP0863'FOR 0.1 MILE TO THE POWER SUBSTATION AND THE MARK.  THE MARK IS A DISK
 CP0863'SET IN THE TOP OF A 11 INCH ROUND CONCRETE POST.  IT IS 190 FEET NORTH
 CP0863'OF THE NORTHEAST CORNER OF A TIN BUILDING, 2.3 FEET SOUTHEAST OF THE
 CP0863'NORTHEAST CORNER OF THE CYCLONE FENCE AROUND THE POWER STATION, 1.4
 CP0863'FEET EAST OF A FENCE AND 1.1 FEET NORTH OF A METAL WITNESS POST, AND
 CP0863'FLUSH WITH THE GROUND.
 CP0863
 CP0863                          STATION RECOVERY (1968)
 CP0863
 CP0863'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1968
 CP0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0861 ***********************************************************************
 CP0861  DESIGNATION -  20 V 18
 CP0861  PID         -  CP0861
 CP0861  STATE/COUNTY-  MS/WARREN
 CP0861  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0861
 CP0861                         *CURRENT SURVEY CONTROL
 CP0861  ___________________________________________________________________
 CP0861* NAD 83(1986)-  32 19 05.     (N)    090 53 21.     (W)     SCALED    
 CP0861* NAVD 88     -        69.45   (+/-2cm)     227.9    (feet)  VERTCON   
 CP0861  ___________________________________________________________________
 CP0861  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0861
 CP0861.The horizontal coordinates were scaled from a topographic map and have
 CP0861.an estimated accuracy of +/- 6 seconds.
 CP0861
 CP0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0861.The vertical order pertains to the NGVD 29 superseded value.
 CP0861
 CP0861.The geoid height was determined by GEOID03.
 CP0861
 CP0861;                    North         East    Units  Estimated Accuracy
 CP0861;SPC MS W     -   312,550.      647,660.      MT  (+/- 180 meters Scaled)
 CP0861
 CP0861                          SUPERSEDED SURVEY CONTROL
 CP0861
 CP0861  NGVD 29 (??/??/92)   69.489  (m)          227.98   (f) ADJ UNCH    2 0
 CP0861
 CP0861.Superseded values are not recommended for survey control.
 CP0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0861.See file dsdata.txt to determine how the superseded data were derived.
 CP0861
 CP0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR987776(NAD 83)
 CP0861_MARKER: DD = SURVEY DISK
 CP0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0861_STAMPING: 20V-18 1963
 CP0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0861+STABILITY: SURFACE MOTION
 CP0861
 CP0861  HISTORY     - Date     Condition        Report By
 CP0861  HISTORY     - 1963     MONUMENTED       MSHD
 CP0861  HISTORY     - 1973     GOOD             NGS
 CP0861  HISTORY     - 1974     GOOD             MSSU
 CP0861  HISTORY     - 1981     GOOD             NGS
 CP0861
 CP0861                          STATION DESCRIPTION
 CP0861
 CP0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0861'0.5 MI S FROM VICKSBURG.
 CP0861'FROM THE BENCHMARK IT IS 1.8 FEET AT 180 DEG TO A METAL WITNESS POST,
 CP0861'66.0 FT. AT 180 DEG TO A LINE EXTENDED FROM THE EAST END OF A
 CP0861'GUARDRAIL, 82.2 FT. AT 180 DEG TO THE CENTER LINE OF HIGHWAY 80, 77.2
 CP0861'FT. AT 211 DEG TO THE EAST END OF A GUARDRAIL ON THE NORTH SIDE OF THE
 CP0861'ROAD, 199 FT. AT 90 DEG TO THE CENTER LINE OF CONFEDERATE AVENUE, AND
 CP0861'APPROXIMATELY 180 FT. AT 173 DEG TO A LARGE STONE AND BRONZE CIVIL WAR
 CP0861'MONUMENT.  THE BENCH MARK IS 1.5 FT. BELOW THE LEVEL OF HIGHWAY 80 AND
 CP0861'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS A STANDARD
 CP0861'DISK, SET IN A 12 INCH SQUARE CONCRETE POST AND IS STAMPED 20V-18
 CP0861'1963.  TO REACH THE MARK FROM THE VICKSBURG RIVER BRIDGE, GO NORTH 1.0
 CP0861'MILES ON WARRENTON ROAD TO THE OLD HIGHWAY 80 BYPASS.  TURN EAST, GO
 CP0861'.7 MILES TO IOWA AVENUE ON THE RIGHT, CONFEDERATE AVENUE 200 FEET UP
 CP0861'THE ROAD ON THE LEFT, AND THE MARK ON THE LEFT ACROSS FROM IOWA
 CP0861'AVENUE.
 CP0861
 CP0861                          STATION RECOVERY (1974)
 CP0861
 CP0861'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974
 CP0861'RECOVERED IN GOOD CONDITION.
 CP0861
 CP0861                          STATION RECOVERY (1981)
 CP0861
 CP0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CP0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0860 ***********************************************************************
 CP0860  DESIGNATION -  20 V 19
 CP0860  PID         -  CP0860
 CP0860  STATE/COUNTY-  MS/WARREN
 CP0860  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0860
 CP0860                         *CURRENT SURVEY CONTROL
 CP0860  ___________________________________________________________________
 CP0860* NAD 83(1986)-  32 19 11.     (N)    090 52 31.     (W)     SCALED    
 CP0860* NAVD 88     -        71.74   (+/-2cm)     235.4    (feet)  VERTCON   
 CP0860  ___________________________________________________________________
 CP0860  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0860
 CP0860.The horizontal coordinates were scaled from a topographic map and have
 CP0860.an estimated accuracy of +/- 6 seconds.
 CP0860
 CP0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0860.The vertical order pertains to the NGVD 29 superseded value.
 CP0860
 CP0860.The geoid height was determined by GEOID03.
 CP0860
 CP0860;                    North         East    Units  Estimated Accuracy
 CP0860;SPC MS W     -   312,730.      648,970.      MT  (+/- 180 meters Scaled)
 CP0860
 CP0860                          SUPERSEDED SURVEY CONTROL
 CP0860
 CP0860  NGVD 29 (??/??/92)   71.776  (m)          235.49   (f) ADJ UNCH    2 0
 CP0860
 CP0860.Superseded values are not recommended for survey control.
 CP0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0860.See file dsdata.txt to determine how the superseded data were derived.
 CP0860
 CP0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR000778(NAD 83)
 CP0860_MARKER: DD = SURVEY DISK
 CP0860_SETTING: 0 = UNSPECIFIED SETTING
 CP0860_STAMPING: 20V 19 1963
 CP0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0860
 CP0860  HISTORY     - Date     Condition        Report By
 CP0860  HISTORY     - 1963     MONUMENTED       MSHD
 CP0860  HISTORY     - 1967     GOOD             MSHD
 CP0860  HISTORY     - 1968     GOOD             NGS
 CP0860
 CP0860                          STATION DESCRIPTION
 CP0860
 CP0860'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0860'2.0 MI SSE FROM VICKSBURG.
 CP0860'THE MARK IS LOCATED APPROXIMATELY 2.0 MILES SOUTH SOUTHEAST OF
 CP0860'VICKSBURG SET VERTICALLY IN THE EAST FACE OF THE EAST CENTER 2 X 2 FT.
 CP0860'SQUARE CONCRETE SUPPORT FOR A STREET OVERPASS.  TO REACH FROM THE U.S.
 CP0860'POST OFFICE ON THE CORNER OF MONROE AND CROWFORD STREETS IN VICKSBURG,
 CP0860'GO (NORTHWEST) ON MONROE STREET FOR 0.1 MILE TO THE INTERSECTION OF
 CP0860'CLAY STREET.  TURN RIGHT (NORTHEAST) AND CONTINUE ON CLAY STREET FOR
 CP0860'2.1 MILES TO AN EXIT RAMP LEADING TO THE WEST BOUND LANE OF INTERSTATE
 CP0860'20 ON THE RIGHT.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON INTERSTATE 20
 CP0860'FOR 2.45 MILES TO THE OVERPASS AND THE MARK ON THE LEFT. THE MARK IS A
 CP0860'DISK SET IN CEMENT IN A DRILLED HOLE AND 5 FEET ABOVE THE GROUND. IT
 CP0860'IS 22 FEET SOUTHEAST OF THE CENTER OF THE NORTH LANE OF INTERSTATE 20.
 CP0860
 CP0860                          STATION RECOVERY (1968)
 CP0860
 CP0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0859 ***********************************************************************
 CP0859  DESIGNATION -  20 V 20
 CP0859  PID         -  CP0859
 CP0859  STATE/COUNTY-  MS/WARREN
 CP0859  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0859
 CP0859                         *CURRENT SURVEY CONTROL
 CP0859  ___________________________________________________________________
 CP0859* NAD 83(1986)-  32 19 50.     (N)    090 51 40.     (W)     SCALED    
 CP0859* NAVD 88     -        68.34   (+/-2cm)     224.2    (feet)  VERTCON   
 CP0859  ___________________________________________________________________
 CP0859  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0859
 CP0859.The horizontal coordinates were scaled from a topographic map and have
 CP0859.an estimated accuracy of +/- 6 seconds.
 CP0859
 CP0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0859.The vertical order pertains to the NGVD 29 superseded value.
 CP0859
 CP0859.The geoid height was determined by GEOID03.
 CP0859
 CP0859;                    North         East    Units  Estimated Accuracy
 CP0859;SPC MS W     -   313,930.      650,310.      MT  (+/- 180 meters Scaled)
 CP0859
 CP0859                          SUPERSEDED SURVEY CONTROL
 CP0859
 CP0859  NGVD 29 (??/??/92)   68.389  (m)          224.37   (f) ADJ UNCH    2 0
 CP0859
 CP0859.Superseded values are not recommended for survey control.
 CP0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0859.See file dsdata.txt to determine how the superseded data were derived.
 CP0859
 CP0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR013790(NAD 83)
 CP0859_MARKER: DB = BENCH MARK DISK
 CP0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0859_STAMPING: 20V 20 1963
 CP0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0859+STABILITY: SURFACE MOTION
 CP0859
 CP0859  HISTORY     - Date     Condition        Report By
 CP0859  HISTORY     - 1963     MONUMENTED       MSHD
 CP0859  HISTORY     - 1967     GOOD             MSHD
 CP0859  HISTORY     - 1968     GOOD             NGS
 CP0859  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 CP0859
 CP0859                          STATION DESCRIPTION
 CP0859
 CP0859'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0859'1.8 MI SE FROM VICKSBURG.
 CP0859'THE MARK IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF VICKSBURG IN
 CP0859'THE NORTHWEST ANGLE OF THE CROSSING OF INDIANA AVENUE WITH INTERSTATE
 CP0859'20 AND 1.2 MILES NORTHEAST OF A STREET OVERPASS.  TO REACH FROM THE
 CP0859'U.S. POST OFFICE ON THE CORNER OF CROWFORD AND MONROE STREETS IN
 CP0859'VICKSBURG, GO (NORTHWEST) ON MONROE STREET FOR 0.1 MILE TO THE
 CP0859'INTERSECTION OF CLAY STREET.  TURN RIGHT (NORTHEAST) AND CONTINUE ON
 CP0859'CLAY STREET FOR 2.1 MILES TO AN EXIT RAMP LEADING TO THE WEST BOUND
 CP0859'LANE OF INTERSTATE 20 ON THE RIGHT.  TURN RIGHT (SOUTHWEST) AND
 CP0859'CONTINUE ON INTERSTATE 20 FOR 1.25 MILES TO THE CROSSING OF INDIANA
 CP0859'AVENUE AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 CP0859'OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND, AND 15 FEET
 CP0859'ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 224 FEET WEST OF THE CENTER OF
 CP0859'THE INTERSECTION OF INDIANA AVENUE AND INTERSTATE 20, 121.3 FEET
 CP0859'NORTHWEST OF THE COUNTRY CLUB SIGN, 115 FEET EAST NORTHEAST OF THE
 CP0859'CENTER OF THE INTERSECTION OF ROSE STREET AND INDIANA AVENUE, 108 FEET
 CP0859'NORTHWEST OF A POWER POLE WITH WIRES LEADING OFF IN SEVERAL
 CP0859'DIRECTIONS, 93 FEET EAST NORTHEAST OF A CONCRETE POST WITH INDIANA
 CP0859'AVENUE ON ONE SIDE AND ROSE STREET ON THE OTHER SIDE, 87.5 FEET EAST
 CP0859'NORTHEAST OF A POWER POLE, 44 FEET EAST NORTHEAST OF A SLOW SIGN, 19
 CP0859'FEET NORTH CENTER OF INDIANA AVENUE, 5 FEET EAST OF A 10 INCH ASH, 2.5
 CP0859'FEET WEST OF A 10 INCH ELM AND 2 FEET EAST NORTHEAST OF A METAL
 CP0859'WITNESS POST.
 CP0859
 CP0859                          STATION RECOVERY (1968)
 CP0859
 CP0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0859'RECOVERED IN GOOD CONDITION.
 CP0859
 CP0859                          STATION RECOVERY (2005)
 CP0859
 CP0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP0859'ROSE STREET NO LONGER EXISTS.  THE EXITS APPEAR TO BE ON TOP OF WHAT
 CP0859'WAS ROSE ST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0545 ***********************************************************************
 CP0545  DESIGNATION -  20 V 21
 CP0545  PID         -  CP0545
 CP0545  STATE/COUNTY-  MS/WARREN
 CP0545  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0545
 CP0545                         *CURRENT SURVEY CONTROL
 CP0545  ___________________________________________________________________
 CP0545* NAD 83(1986)-  32 20 25.     (N)    090 50 52.     (W)     SCALED    
 CP0545* NAVD 88     -        86.278  (meters)     283.06   (feet)  ADJUSTED  
 CP0545  ___________________________________________________________________
 CP0545  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0545  DYNAMIC HT  -          86.178 (meters)     282.74  (feet)  COMP
 CP0545  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CP0545
 CP0545  VERT ORDER  -  FIRST     CLASS II
 CP0545
 CP0545.The horizontal coordinates were scaled from a topographic map and have
 CP0545.an estimated accuracy of +/- 6 seconds.
 CP0545
 CP0545.The orthometric height was determined by differential leveling
 CP0545.and adjusted in July 1994.
 CP0545
 CP0545.The geoid height was determined by GEOID03.
 CP0545
 CP0545.The dynamic height is computed by dividing the NAVD 88
 CP0545.geopotential number by the normal gravity value computed on the
 CP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0545.degrees latitude (g = 980.6199 gals.).
 CP0545
 CP0545.The modeled gravity was interpolated from observed gravity values.
 CP0545
 CP0545;                    North         East    Units  Estimated Accuracy
 CP0545;SPC MS W     -   315,000.      651,570.      MT  (+/- 180 meters Scaled)
 CP0545
 CP0545                          SUPERSEDED SURVEY CONTROL
 CP0545
 CP0545  NAVD 88 (06/15/91)   86.282  (m)          283.08   (f) UNKNOWN     1 2
 CP0545  NGVD 29 (??/??/92)   86.339  (m)          283.26   (f) ADJ UNCH    1 2
 CP0545
 CP0545.Superseded values are not recommended for survey control.
 CP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0545.See file dsdata.txt to determine how the superseded data were derived.
 CP0545
 CP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR025801(NAD 83)
 CP0545_MARKER: DD = SURVEY DISK
 CP0545_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP0545_SP_SET: WALKWAY
 CP0545_STAMPING: 20 V-21 1963
 CP0545_MARK LOGO: MSHD  
 CP0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0545+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1992
 CP0545
 CP0545  HISTORY     - Date     Condition        Report By
 CP0545  HISTORY     - 1963     MONUMENTED       MSHD
 CP0545  HISTORY     - 1973     GOOD             NGS
 CP0545  HISTORY     - 19920608 GOOD             NGS
 CP0545
 CP0545                          STATION DESCRIPTION
 CP0545
 CP0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0545'2.45 MI SE FROM VICKSBURG.
 CP0545'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND
 CP0545'COURTHOUSE AT VICKSBURG, THENCE 2.05 MILES SOUTHEAST ALONG THE
 CP0545'ILLINOIS CENTRAL RAILROAD, TO THE I-20 OVERPASS, AT THE MOST NORTHWEST
 CP0545'ONE OF 2 OVERPASSES, 74 FEET NORTHEAST OF THE NORTHEAST RAIL, 15.8
 CP0545'FEET NORTHWEST OF CENTER LINE OF THE NORTHBOUND LANE OF INTERSTATE 20,
 CP0545'SET IN THE TOP NORTHEAST END OF THE NORTHWEST CONCRETE WALKWAY OF THE
 CP0545'BRIDGE, 2.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE WALKWAY, ABOUT
 CP0545'30 FEET ABOVE THE RAILS AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE
 CP0545'HIGHWAY.  SEC 32, T 16N, R 4E.  NOTE-- THE BRIDGE ABUTMENT IS CRACKED.
 CP0545
 CP0545                          STATION RECOVERY (1992)
 CP0545
 CP0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0545'1.9 KM (1.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0545'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), IN TOP OF AND 0.8
 CP0545'M (2.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 CP0545'WALKWAY OF THE WESTBOUND HIGHWAY BRIDGE SPANNING A RAILROAD, 4.7 M
 CP0545'(15.4 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 CP0545'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0857 ***********************************************************************
 CP0857  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0857  DESIGNATION -  20 V 22
 CP0857  PID         -  CP0857
 CP0857  STATE/COUNTY-  MS/WARREN
 CP0857  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0857
 CP0857                         *CURRENT SURVEY CONTROL
 CP0857  ___________________________________________________________________
 CP0857* NAD 83(2007)-  32 20 53.28975(N)    090 49 57.52134(W)     ADJUSTED  
 CP0857* NAVD 88     -        77.56   (meters)     254.5    (feet)  GPS OBS   
 CP0857  ___________________________________________________________________
 CP0857  EPOCH DATE  -        2002.00
 CP0857  X           -     -78,378.354 (meters)                     COMP
 CP0857  Y           -  -5,392,975.062 (meters)                     COMP
 CP0857  Z           -   3,393,135.074 (meters)                     COMP
 CP0857  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CP0857  ELLIP HEIGHT-          51.025 (meters)          (02/10/07) ADJUSTED
 CP0857  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0857
 CP0857  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0857  Type    PID    Designation                      North   East  Ellip
 CP0857  -------------------------------------------------------------------
 CP0857  NETWORK CP0857 20 V 22                           2.27   1.82   6.98
 CP0857  -------------------------------------------------------------------
 CP0857
 CP0857.The horizontal coordinates were established by GPS observations
 CP0857.and adjusted by the National Geodetic Survey in February 2007.
 CP0857
 CP0857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0857.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0857.The horizontal coordinates are valid at the epoch date displayed above.
 CP0857.The epoch date for horizontal control is a decimal equivalence
 CP0857.of Year/Month/Day.
 CP0857
 CP0857.The orthometric height was determined by GPS observations and a
 CP0857.high-resolution geoid model.
 CP0857.The orthometric height was determined by GPS observations and a
 CP0857.high-resolution geoid model using precise GPS observation and
 CP0857.processing techniques. It supersedes the leveled height previously
 CP0857.determined for this station.
 CP0857
 CP0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0857
 CP0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0857
 CP0857.The ellipsoidal height was determined by GPS observations
 CP0857.and is referenced to NAD 83.
 CP0857
 CP0857.The geoid height was determined by GEOID03.
 CP0857
 CP0857;                    North         East     Units Scale Factor Converg.
 CP0857;SPC MS W     -   315,861.707   652,999.727   MT  0.99997723   -0 16 01.8
 CP0857;SPC MS W     - 1,036,289.62  2,142,383.27   sFT  0.99997723   -0 16 01.8
 CP0857;UTM  15      - 3,581,089.713   703,961.933   MT  1.00011303   +1 09 36.3
 CP0857
 CP0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0857!SPC MS W     -   0.99999199  x   0.99997723  =   0.99996922
 CP0857!UTM  15      -   0.99999199  x   1.00011303  =   1.00010502
 CP0857
 CP0857                          SUPERSEDED SURVEY CONTROL
 CP0857
 CP0857  NAD 83(1993)-  32 20 53.28976(N)    090 49 57.52133(W) AD(       ) B
 CP0857  ELLIP H (06/28/04)   51.026  (m)                       GP(       ) 4 2
 CP0857  NAVD 88 (07/07/94)   77.563  (m)          254.47   (f) ADJUSTED    1 2
 CP0857  NAVD 88 (06/15/91)   77.591  (m)          254.56   (f) UNKNOWN     1 2
 CP0857  NGVD 29 (??/??/92)   77.714  (m)          254.97   (f) ADJ UNCH    1 2
 CP0857
 CP0857.Superseded values are not recommended for survey control.
 CP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0857.See file dsdata.txt to determine how the superseded data were derived.
 CP0857
 CP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0396281090(NAD 83)
 CP0857_MARKER: DD = SURVEY DISK
 CP0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0857_SP_SET: CONCRETE POST
 CP0857_STAMPING: 20 V 22 1963
 CP0857_MARK LOGO: MSHD  
 CP0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP0857+STABILITY: POSITION/ELEVATION WELL
 CP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0857+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0857
 CP0857  HISTORY     - Date     Condition        Report By
 CP0857  HISTORY     - 1963     MONUMENTED       MSHD
 CP0857  HISTORY     - 1971     GOOD             MSHD
 CP0857  HISTORY     - 19920608 GOOD             NGS
 CP0857  HISTORY     - 20040315 GOOD             PYBURN
 CP0857  HISTORY     - 20050319 GOOD             USPSQD
 CP0857
 CP0857                          STATION DESCRIPTION
 CP0857
 CP0857'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0857'2.5 MI E FROM VICKSBURG.
 CP0857'THE MARK IS LOCATED 5.85 MILES WEST-SOUTHWEST ALONG INTERSTATE 20 FROM
 CP0857'THE BOVINA OVERPASS, 0.75 MILE NORTHEAST OF THE NORTH LANE OF U.S.
 CP0857'HIGHWAY 80, 0.25 MILE SOUTHWEST OF THE U.S. HIGHWAY 61 EAST LANE
 CP0857'OVERPASS AND IS IN THE NORTHEAST 1/4 OF SECTION 22, T 16N, R 4E.  IT
 CP0857'IS 86 FEET EAST OF THE WEST END OF A TRIANGULAR SHAPED ISLAND FORMED
 CP0857'BY THE EXIT RAMP AND INTERSTATE 20, 27 FEET NORTH OF THE CENTER OF THE
 CP0857'NORTH LANE OF INTERSTATE 20, 16 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 CP0857'THE EXIT RAMP AND 2 FEET EAST OF A METAL WITNESS POST.  IT IS SET IN
 CP0857'THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL
 CP0857'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK
 CP0857'FROM THE BOVINA ELEMENTARY SCHOOL JUST NORTH OF INTERSTATE 20 IN
 CP0857'BOVINA, GO WEST ON INTERSTATE 20 FOR 5.6 MILES TO THE U.S. HIGHWAY 61
 CP0857'EAST LANE OVERPASS.  CONTINUE SOUTHWEST ON INTERSTATE 20 FOR 0.25 MILE
 CP0857'TO THE MARK ON THE RIGHT.
 CP0857
 CP0857                          STATION RECOVERY (1992)
 CP0857
 CP0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0857'0.2 KM (0.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0857'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 70.4 M (231.0 FT)
 CP0857'WEST OF A UTILITY LIGHT POLE, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE
 CP0857'OF THE WESTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT)
 CP0857'SOUTH-SOUTHEAST OF THE CENTER OF A WESTBOUND ON-RAMP, 0.3 M (1.0 FT)
 CP0857'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 CP0857'GROUND SURFACE.
 CP0857
 CP0857                          STATION RECOVERY (2004)
 CP0857
 CP0857'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2004
 CP0857'0.2 KM (0.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0857'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 70.4 M (231.0 FT)
 CP0857'WEST OF A UTILITY LIGHT POLE, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE
 CP0857'OF THE WESTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) SOUTH-SOUTHEAST
 CP0857'OF THE CENTER OF A WESTBOUND ON-RAMP, 0.3 M (1.0 FT) ABOVE THE LEVEL
 CP0857'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CP0857
 CP0857                          STATION RECOVERY (2005)
 CP0857
 CP0857'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0857'WITNESS POST  MISSING
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0856 ***********************************************************************
 CP0856  DESIGNATION -  20 V 23
 CP0856  PID         -  CP0856
 CP0856  STATE/COUNTY-  MS/WARREN
 CP0856  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0856
 CP0856                         *CURRENT SURVEY CONTROL
 CP0856  ___________________________________________________________________
 CP0856* NAD 83(1986)-  32 20 57.     (N)    090 49 01.     (W)     SCALED    
 CP0856* NAVD 88     -        79.384  (meters)     260.45   (feet)  ADJUSTED  
 CP0856  ___________________________________________________________________
 CP0856  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0856  DYNAMIC HT  -          79.292 (meters)     260.14  (feet)  COMP
 CP0856  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CP0856
 CP0856  VERT ORDER  -  SECOND    CLASS 0
 CP0856
 CP0856.The horizontal coordinates were scaled from a topographic map and have
 CP0856.an estimated accuracy of +/- 6 seconds.
 CP0856
 CP0856.The orthometric height was determined by differential leveling
 CP0856.and adjusted in June 1991.
 CP0856
 CP0856.The geoid height was determined by GEOID03.
 CP0856
 CP0856.The dynamic height is computed by dividing the NAVD 88
 CP0856.geopotential number by the normal gravity value computed on the
 CP0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0856.degrees latitude (g = 980.6199 gals.).
 CP0856
 CP0856.The modeled gravity was interpolated from observed gravity values.
 CP0856
 CP0856;                    North         East    Units  Estimated Accuracy
 CP0856;SPC MS W     -   315,970.      654,480.      MT  (+/- 180 meters Scaled)
 CP0856
 CP0856                          SUPERSEDED SURVEY CONTROL
 CP0856
 CP0856  NGVD 29 (??/??/92)   79.448  (m)          260.66   (f) ADJ UNCH    2 0
 CP0856
 CP0856.Superseded values are not recommended for survey control.
 CP0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0856.See file dsdata.txt to determine how the superseded data were derived.
 CP0856
 CP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR054812(NAD 83)
 CP0856_MARKER: DB = BENCH MARK DISK
 CP0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0856_STAMPING: 20V-23 1963
 CP0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0856+STABILITY: SURFACE MOTION
 CP0856
 CP0856  HISTORY     - Date     Condition        Report By
 CP0856  HISTORY     - 1963     MONUMENTED       MSHD
 CP0856  HISTORY     - 1971     GOOD             MSHD
 CP0856  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP0856
 CP0856                          STATION DESCRIPTION
 CP0856
 CP0856'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0856'3.9 MI E FROM VICKSBURG.
 CP0856'THE MARK IS LOCATED 4.9 MILES WEST ALONG INTERSTATE 20 FROM THE BOVINA
 CP0856'OVERPASS, 0.95 MILES SOUTHWEST OF AN OVERPASS FOR A COUNTY ROAD, 0.7
 CP0856'MILE NORTHEAST OF THE U.S. HIGHWAY 61 EAST LANE OVERPASS AND IS IN THE
 CP0856'NORTHEAST 1/4 OF SECTION 23, T 16N, R 4E.  IT IS 128 FEET SOUTHWEST OF
 CP0856'A GAS FOOD LODGING SECOND RIGHT SIGN, 108 FEET EAST OF A POWER LINE,
 CP0856'73 FEET SOUTH OF THE CENTER OF THE CENTER OF THE NORTH LANE OF
 CP0856'INTERSTATE 20, 58 FEET EAST-NORTHEAST OF A 36-INCH OAK AND 2.2 FEET
 CP0856'SOUTH OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH
 CP0856'SQUARE CONCRETE POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0856'IS FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK FROM THE BOVINA
 CP0856'ELEMENTARY SCHOOL JUST NORTH OF INTERSTATE 20 IN BOVINA, GO WEST ON
 CP0856'INTERSTATE 20 FOR 3.85 MILE TO AN OVERPASS, CONTINUE SOUTHWEST ON
 CP0856'INTERSTATE 20 FOR 0.95 MILE TO THE MARK ON THE LEFT.
 CP0856
 CP0856                          STATION RECOVERY (2005)
 CP0856
 CP0856'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 CP0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3407 ***********************************************************************
 CP3407  DESIGNATION -  20 V 23 RESET
 CP3407  PID         -  CP3407
 CP3407  STATE/COUNTY-  MS/WARREN
 CP3407  USGS QUAD   -  VICKSBURG EAST (1962)
 CP3407
 CP3407                         *CURRENT SURVEY CONTROL
 CP3407  ___________________________________________________________________
 CP3407* NAD 83(1986)-  32 21 00.     (N)    090 48 52.     (W)     SCALED    
 CP3407* NAVD 88     -        76.350  (meters)     250.49   (feet)  ADJUSTED  
 CP3407  ___________________________________________________________________
 CP3407  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP3407  DYNAMIC HT  -          76.261 (meters)     250.20  (feet)  COMP
 CP3407  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CP3407
 CP3407  VERT ORDER  -  FIRST     CLASS II
 CP3407
 CP3407.The horizontal coordinates were scaled from a topographic map and have
 CP3407.an estimated accuracy of +/- 6 seconds.
 CP3407
 CP3407.The orthometric height was determined by differential leveling
 CP3407.and adjusted in July 1994.
 CP3407
 CP3407.The geoid height was determined by GEOID03.
 CP3407
 CP3407.The dynamic height is computed by dividing the NAVD 88
 CP3407.geopotential number by the normal gravity value computed on the
 CP3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3407.degrees latitude (g = 980.6199 gals.).
 CP3407
 CP3407.The modeled gravity was interpolated from observed gravity values.
 CP3407
 CP3407;                    North         East    Units  Estimated Accuracy
 CP3407;SPC MS W     -   316,060.      654,710.      MT  (+/- 180 meters Scaled)
 CP3407
 CP3407                          SUPERSEDED SURVEY CONTROL
 CP3407
 CP3407.No superseded survey control is available for this station.
 CP3407
 CP3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR056813(NAD 83)
 CP3407_MARKER: DD = SURVEY DISK
 CP3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3407_SP_SET: CONCRETE POST
 CP3407_STAMPING: 20 V 23 RESET 1986
 CP3407_MARK LOGO: MSHD  
 CP3407_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3407+STABILITY: SURFACE MOTION
 CP3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3407+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP3407
 CP3407  HISTORY     - Date     Condition        Report By
 CP3407  HISTORY     - 1986     MONUMENTED       MSHD
 CP3407  HISTORY     - 19920610 GOOD             NGS
 CP3407  HISTORY     - 20050318 GOOD             USPSQD
 CP3407
 CP3407                          STATION DESCRIPTION
 CP3407
 CP3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3407'1.4 KM (0.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3407'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 27.0 M (88.6 FT)
 CP3407'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.8 M
 CP3407'(87.9 FT) NORTHEAST OF A SIGN (REDUCED SPEED AHEAD), 2.5 M (8.2 FT)
 CP3407'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M
 CP3407'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 CP3407'GROUND SURFACE.
 CP3407
 CP3407                          STATION RECOVERY (2005)
 CP3407
 CP3407'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 CP3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0851 ***********************************************************************
 CP0851  DESIGNATION -  20 V 24
 CP0851  PID         -  CP0851
 CP0851  STATE/COUNTY-  MS/WARREN
 CP0851  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0851
 CP0851                         *CURRENT SURVEY CONTROL
 CP0851  ___________________________________________________________________
 CP0851* NAD 83(1986)-  32 21 08.     (N)    090 48 03.     (W)     SCALED    
 CP0851* NAVD 88     -        99.328  (meters)     325.88   (feet)  ADJUSTED  
 CP0851  ___________________________________________________________________
 CP0851  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0851  DYNAMIC HT  -          99.213 (meters)     325.50  (feet)  COMP
 CP0851  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CP0851
 CP0851  VERT ORDER  -  FIRST     CLASS II
 CP0851
 CP0851.The horizontal coordinates were scaled from a topographic map and have
 CP0851.an estimated accuracy of +/- 6 seconds.
 CP0851
 CP0851.The orthometric height was determined by differential leveling
 CP0851.and adjusted in July 1994.
 CP0851
 CP0851.The geoid height was determined by GEOID03.
 CP0851
 CP0851.The dynamic height is computed by dividing the NAVD 88
 CP0851.geopotential number by the normal gravity value computed on the
 CP0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0851.degrees latitude (g = 980.6199 gals.).
 CP0851
 CP0851.The modeled gravity was interpolated from observed gravity values.
 CP0851
 CP0851;                    North         East    Units  Estimated Accuracy
 CP0851;SPC MS W     -   316,300.      656,000.      MT  (+/- 180 meters Scaled)
 CP0851
 CP0851                          SUPERSEDED SURVEY CONTROL
 CP0851
 CP0851  NGVD 29 (??/??/92)   99.393  (m)          326.09   (f) ADJ UNCH    1 2
 CP0851
 CP0851.Superseded values are not recommended for survey control.
 CP0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0851.See file dsdata.txt to determine how the superseded data were derived.
 CP0851
 CP0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR069816(NAD 83)
 CP0851_MARKER: DD = SURVEY DISK
 CP0851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0851_SP_SET: PIER
 CP0851_STAMPING: 20 V-24 1963
 CP0851_MARK LOGO: MSHD  
 CP0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0851+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0851
 CP0851  HISTORY     - Date     Condition        Report By
 CP0851  HISTORY     - 1963     MONUMENTED       MSHD
 CP0851  HISTORY     - 1967     GOOD             MSHD
 CP0851  HISTORY     - 1971     GOOD             MSSU
 CP0851  HISTORY     - 19920610 GOOD             NGS
 CP0851  HISTORY     - 20050319 GOOD             USPSQD
 CP0851
 CP0851                          STATION DESCRIPTION
 CP0851
 CP0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0851'3.95 MI W FROM BOVINA.
 CP0851'THE MARK IS LOCATED 3.95 MILES WEST ALONG INTERSTATE 20 FROM THE
 CP0851'BOVINA OVERPASS 1.65 MILES NORTHEAST OF THE U.S. HIGHWAY 61 EAST LANE
 CP0851'OVERPASS, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST 3 X 4 FT.
 CP0851'OVERPASS SUPPORT AND IS IN THE NORTHEAST 1/4 OF SECTION 24, T 16N, R
 CP0851'4E.  TO REACH FROM THE BOVINA ELEMENTARY SCHOOL JUST NORTH OF
 CP0851'INTERSTATE 20 IN BOVINA, GO WEST ON INTERSTATE FOR 3.85 MILES TO AN
 CP0851'OVERPASS AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT
 CP0851'IN A DRILLED HOLE.  IT IS 30 FEET SOUTH OF THE CENTER OF THE NORTH
 CP0851'LANE OF INTERSTATE 20 AND IS 3 FEET ABOVE THE GROUND.
 CP0851
 CP0851                          STATION RECOVERY (1971)
 CP0851
 CP0851'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971
 CP0851'RECOVERED IN GOOD CONDITION.
 CP0851
 CP0851                          STATION RECOVERY (1992)
 CP0851
 CP0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0851'2.7 KM (1.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0851'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), SET VERTICALLY IN
 CP0851'THE EAST FACE OF THE MOST EASTERLY OF 2 CONCRETE COLUMNS OF THE 1ST
 CP0851'PIER NORTH OF THE SOUTH ABUTMENT OF THE ALBAN MOUNTAIN ROAD OVERPASS
 CP0851'OF THE WESTBOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT) SOUTH OF THE
 CP0851'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 CP0851'ABOVE THE GROUND SURFACE.
 CP0851
 CP0851                          STATION RECOVERY (2005)
 CP0851
 CP0851'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CP0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0850 ***********************************************************************
 CP0850  DESIGNATION -  20 V 25
 CP0850  PID         -  CP0850
 CP0850  STATE/COUNTY-  MS/WARREN
 CP0850  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0850
 CP0850                         *CURRENT SURVEY CONTROL
 CP0850  ___________________________________________________________________
 CP0850* NAD 83(1986)-  32 21 13.     (N)    090 47 12.     (W)     SCALED    
 CP0850* NAVD 88     -        92.930  (meters)     304.89   (feet)  ADJUSTED  
 CP0850  ___________________________________________________________________
 CP0850  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0850  DYNAMIC HT  -          92.823 (meters)     304.54  (feet)  COMP
 CP0850  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CP0850
 CP0850  VERT ORDER  -  FIRST     CLASS II
 CP0850
 CP0850.The horizontal coordinates were scaled from a topographic map and have
 CP0850.an estimated accuracy of +/- 6 seconds.
 CP0850
 CP0850.The orthometric height was determined by differential leveling
 CP0850.and adjusted in July 1994.
 CP0850
 CP0850.The geoid height was determined by GEOID03.
 CP0850
 CP0850.The dynamic height is computed by dividing the NAVD 88
 CP0850.geopotential number by the normal gravity value computed on the
 CP0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0850.degrees latitude (g = 980.6199 gals.).
 CP0850
 CP0850.The modeled gravity was interpolated from observed gravity values.
 CP0850
 CP0850;                    North         East    Units  Estimated Accuracy
 CP0850;SPC MS W     -   316,450.      657,330.      MT  (+/- 180 meters Scaled)
 CP0850
 CP0850                          SUPERSEDED SURVEY CONTROL
 CP0850
 CP0850  NGVD 29 (??/??/92)   93.000  (m)          305.12   (f) ADJ UNCH    1 2
 CP0850
 CP0850.Superseded values are not recommended for survey control.
 CP0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0850.See file dsdata.txt to determine how the superseded data were derived.
 CP0850
 CP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR082817(NAD 83)
 CP0850_MARKER: DD = SURVEY DISK
 CP0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0850_SP_SET: CONCRETE POST
 CP0850_STAMPING: 20 V-25 1963
 CP0850_MARK LOGO: MSHD  
 CP0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0850+STABILITY: SURFACE MOTION
 CP0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0850+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0850
 CP0850  HISTORY     - Date     Condition        Report By
 CP0850  HISTORY     - 1963     MONUMENTED       MSHD
 CP0850  HISTORY     - 1967     GOOD             MSHD
 CP0850  HISTORY     - 1968     GOOD             NGS
 CP0850  HISTORY     - 19920610 GOOD             NGS
 CP0850
 CP0850                          STATION DESCRIPTION
 CP0850
 CP0850'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0850'3.1 MI W FROM BOVINA.
 CP0850'THE MARK IS LOCATED 3.1 MILES WEST ALONG INTERSTATE 20 FROM THE BOVINA
 CP0850'OVERPASS, 2.5 MILES NORTHEAST OF THE U.S. HIGHWAY 61 EAST LANE
 CP0850'OVERPASS AND IS IN THE NORTHWEST 1/4 OF SECTION 25, T 16N, R 4E.  TO
 CP0850'REACH FROM THE BOVINA ELEMENTARY SCHOOL JUST NORTH OF INTERSTATE 20 IN
 CP0850'BOVINA, GO WEST ON INTERSTATE 20 FOR 3.1 MILE TO THE MARK ON THE LEFT.
 CP0850'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 CP0850'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  IT IS 125
 CP0850'FEET EAST OF THE WEST END OF A LONG CUT ON THE SOUTH SIDE OF THE
 CP0850'HIGHWAY, 46 FEET SOUTH OF THE CENTER OF THE NORTH LANE OF INTERSTATE
 CP0850'20, 2 FEET SOUTH OF THE NORTH EDGE OF THE BANK AND 1.8 FEET WEST OF A
 CP0850'METAL WITNESS POST.
 CP0850
 CP0850                          STATION RECOVERY (1968)
 CP0850
 CP0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0850'RECOVERED IN GOOD CONDITION.
 CP0850
 CP0850                          STATION RECOVERY (1992)
 CP0850
 CP0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0850'4.1 KM (2.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0850'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 14.0 M (45.9 FT)
 CP0850'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M
 CP0850'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A
 CP0850'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0848 ***********************************************************************
 CP0848  DESIGNATION -  20 V 26
 CP0848  PID         -  CP0848
 CP0848  STATE/COUNTY-  MS/WARREN
 CP0848  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0848
 CP0848                         *CURRENT SURVEY CONTROL
 CP0848  ___________________________________________________________________
 CP0848* NAD 83(1986)-  32 21 15.     (N)    090 46 09.     (W)     SCALED    
 CP0848* NAVD 88     -        77.23   (+/-2cm)     253.4    (feet)  VERTCON   
 CP0848  ___________________________________________________________________
 CP0848  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0848
 CP0848.The horizontal coordinates were scaled from a topographic map and have
 CP0848.an estimated accuracy of +/- 6 seconds.
 CP0848
 CP0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0848.The vertical order pertains to the NGVD 29 superseded value.
 CP0848
 CP0848.The geoid height was determined by GEOID03.
 CP0848
 CP0848;                    North         East    Units  Estimated Accuracy
 CP0848;SPC MS W     -   316,500.      658,980.      MT  (+/- 180 meters Scaled)
 CP0848
 CP0848                          SUPERSEDED SURVEY CONTROL
 CP0848
 CP0848  NGVD 29 (??/??/92)   77.271  (m)          253.51   (f) ADJ UNCH    2 0
 CP0848
 CP0848.Superseded values are not recommended for survey control.
 CP0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0848.See file dsdata.txt to determine how the superseded data were derived.
 CP0848
 CP0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR099818(NAD 83)
 CP0848_MARKER: DD = SURVEY DISK
 CP0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0848_STAMPING: 20V-26 (1963)
 CP0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0848+STABILITY: SURFACE MOTION
 CP0848
 CP0848  HISTORY     - Date     Condition        Report By
 CP0848  HISTORY     - 1963     MONUMENTED       MSHD
 CP0848  HISTORY     - 1967     GOOD             MSHD
 CP0848  HISTORY     - 1968     GOOD             NGS
 CP0848  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0848
 CP0848                          STATION DESCRIPTION
 CP0848
 CP0848'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0848'2.1 MI W FROM BOVINA.
 CP0848'THE MARK IS LOCATED 2.1 MILES WEST ALONG INTERSTATE 20 NEAR AN EXIT
 CP0848'RAMP LEADING TO A REST AREA FROM THE BOVINA OVERPASS, 3.5 MILES
 CP0848'NORTHEAST OF THE U.S. HIGHWAY 61 EAST LANE OVERPASS AND IS IN THE
 CP0848'SOUTH SIDE OF SECTION 14, T 16N, R 4E.  TO REACH FROM THE BOVINE
 CP0848'ELEMENTARY SCHOOL JUST NORTH OF INTERSTATE 20 IN BOVINA, GO WEST ON
 CP0848'INTERSTATE 20 FOR 2.0 MILES TO THE EXIT RAMP AND THE MARK ON THE
 CP0848'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CP0848'POST, FLUSH WITH THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CP0848'IT IS 130 FEET SOUTHEAST OF THE SOUTH POST OF AN EXIT 20 M.P.H. SIGN,
 CP0848'37 FEET WEST OF THE EAST END OF AN ISLAND FORMED BY THE HIGHWAY AND
 CP0848'EXIT RAMP, 29 FEET NORTH OF THE CENTER OF THE NORTH LANE OF INTERSTATE
 CP0848'20, 26.3 FEET EAST SOUTHEAST OF THE NORTH POST OF A REST AREA SIGN, 14
 CP0848'FEET SOUTHWEST OF THE CENTER OF THE EXIT RAMP AND 2.5 FEET WEST OF A
 CP0848'METAL WITNESS POST.
 CP0848
 CP0848                          STATION RECOVERY (1968)
 CP0848
 CP0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0848'RECOVERED IN GOOD CONDITION.
 CP0848
 CP0848                          STATION RECOVERY (1992)
 CP0848
 CP0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0848'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0847 ***********************************************************************
 CP0847  DESIGNATION -  20 V 27
 CP0847  PID         -  CP0847
 CP0847  STATE/COUNTY-  MS/WARREN
 CP0847  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0847
 CP0847                         *CURRENT SURVEY CONTROL
 CP0847  ___________________________________________________________________
 CP0847* NAD 83(1986)-  32 21 14.     (N)    090 45 01.     (W)     SCALED    
 CP0847* NAVD 88     -        79.10   (+/-2cm)     259.5    (feet)  VERTCON   
 CP0847  ___________________________________________________________________
 CP0847  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0847
 CP0847.The horizontal coordinates were scaled from a topographic map and have
 CP0847.an estimated accuracy of +/- 6 seconds.
 CP0847
 CP0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0847.The vertical order pertains to the NGVD 29 superseded value.
 CP0847
 CP0847.The geoid height was determined by GEOID03.
 CP0847
 CP0847;                    North         East    Units  Estimated Accuracy
 CP0847;SPC MS W     -   316,470.      660,760.      MT  (+/- 180 meters Scaled)
 CP0847
 CP0847                          SUPERSEDED SURVEY CONTROL
 CP0847
 CP0847  NGVD 29 (??/??/92)   79.137  (m)          259.64   (f) ADJ UNCH    2 0
 CP0847
 CP0847.Superseded values are not recommended for survey control.
 CP0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0847.See file dsdata.txt to determine how the superseded data were derived.
 CP0847
 CP0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR117818(NAD 83)
 CP0847_MARKER: DD = SURVEY DISK
 CP0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0847_STAMPING: 20V-27 (1963)
 CP0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0847+STABILITY: SURFACE MOTION
 CP0847
 CP0847  HISTORY     - Date     Condition        Report By
 CP0847  HISTORY     - 1963     MONUMENTED       MSHD
 CP0847  HISTORY     - 1967     GOOD             MSHD
 CP0847  HISTORY     - 1968     GOOD             NGS
 CP0847  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CP0847  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0847
 CP0847                          STATION DESCRIPTION
 CP0847
 CP0847'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0847'1.05 MI W FROM BOVINA.
 CP0847'THE MARK IS LOCATED 1.05 MILES WEST ALONG THE NORTH R.O.W. OF
 CP0847'INTERSTATE 20 FROM THE BOVINA OVERPASS, 4.55 MILES NORTHEAST OF THE
 CP0847'U.S. HIGHWAY 61 EAST LANE OVERPASS AND IS IN THE NORTHWEST 1/4 OF
 CP0847'SECTION 19, T 16N, R 5E.  TO REACH FROM THE BOVINA ELEMENTARY SCHOOL
 CP0847'JUST NORTH OF INTERSTATE 20 IN BOVINA, GO WEST ON INTERSTATE 20 FOR
 CP0847'0.9 MILE TO A HIGH POWER LINE CROSSING.  CONTINUE WEST ON INTERSTATE
 CP0847'20 FOR 0.05 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 CP0847'THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND AND 1
 CP0847'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 74 FEET NORTH OF THE
 CP0847'CENTER OF THE NORTH LANE OF INTERSTATE 20, 46.5 FEET NORTHEAST OF THE
 CP0847'NORTH POST OF A 1 MILE REST AREA SIGN, 26.5 FEET EAST NORTHEAST OF AN
 CP0847'8 IN. TWIN MAGNOLIA TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 CP0847
 CP0847                          STATION RECOVERY (1968)
 CP0847
 CP0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0847'RECOVERED IN GOOD CONDITION.
 CP0847
 CP0847                          STATION RECOVERY (1988)
 CP0847
 CP0847'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 CP0847'MARK NOT FOUND.
 CP0847
 CP0847                          STATION RECOVERY (1992)
 CP0847
 CP0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0847'THE WEIGH STATION AT THE DESCRIBED LOCATION HAS BEEN REPLACED. ASSUMED
 CP0847'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0785 ***********************************************************************
 CP0785  DESIGNATION -  20 V 28
 CP0785  PID         -  CP0785
 CP0785  STATE/COUNTY-  MS/WARREN
 CP0785  USGS QUAD   -  BOVINA (1972)
 CP0785
 CP0785                         *CURRENT SURVEY CONTROL
 CP0785  ___________________________________________________________________
 CP0785* NAD 83(1986)-  32 21 17.     (N)    090 44 01.     (W)     SCALED    
 CP0785* NAVD 88     -        78.250  (meters)     256.73   (feet)  ADJUSTED  
 CP0785  ___________________________________________________________________
 CP0785  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0785  DYNAMIC HT  -          78.160 (meters)     256.43  (feet)  COMP
 CP0785  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CP0785
 CP0785  VERT ORDER  -  FIRST     CLASS II
 CP0785
 CP0785.The horizontal coordinates were scaled from a topographic map and have
 CP0785.an estimated accuracy of +/- 6 seconds.
 CP0785
 CP0785.The orthometric height was determined by differential leveling
 CP0785.and adjusted in June 1991.
 CP0785
 CP0785.The geoid height was determined by GEOID03.
 CP0785
 CP0785.The dynamic height is computed by dividing the NAVD 88
 CP0785.geopotential number by the normal gravity value computed on the
 CP0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0785.degrees latitude (g = 980.6199 gals.).
 CP0785
 CP0785.The modeled gravity was interpolated from observed gravity values.
 CP0785
 CP0785;                    North         East    Units  Estimated Accuracy
 CP0785;SPC MS W     -   316,550.      662,330.      MT  (+/- 180 meters Scaled)
 CP0785
 CP0785                          SUPERSEDED SURVEY CONTROL
 CP0785
 CP0785  NGVD 29 (??/??/??)   78.281  (m)          256.83   (f) ADJUSTED    1 2
 CP0785
 CP0785.Superseded values are not recommended for survey control.
 CP0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0785.See file dsdata.txt to determine how the superseded data were derived.
 CP0785
 CP0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR132820(NAD 83)
 CP0785_MARKER: DD = SURVEY DISK
 CP0785_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP0785_SP_SET: WALKWAY
 CP0785_STAMPING: 20V-28 1963
 CP0785_MARK LOGO: MSHD  
 CP0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0785+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0785
 CP0785  HISTORY     - Date     Condition        Report By
 CP0785  HISTORY     - 1963     MONUMENTED       BPR
 CP0785  HISTORY     - 1968     GOOD             NGS
 CP0785  HISTORY     - 1971     GOOD             NGS
 CP0785  HISTORY     - 1985     MARK NOT FOUND   MSU
 CP0785  HISTORY     - 19920204 GOOD             NGS
 CP0785
 CP0785                          STATION DESCRIPTION
 CP0785
 CP0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0785'9.85 MI W FROM EDWARDS.
 CP0785'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0785'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0785'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 8.75 MILES WEST ALONG
 CP0785'INTERSTATE HIGHWAY 20, OR ABOUT 0.4 MILE SOUTH ALONG MONROE STREET
 CP0785'FROM THE U.S. POST OFFICE AND COURTHOUSE AT VICKSBURG, THENCE 9.7
 CP0785'MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD, THENCE 0.2 MILE NORTH
 CP0785'ALONG A PAVED ROAD TO INTERSTATE 20, 0.2 MILE NORTH OF THE RAILROAD
 CP0785'STATION AT BOVINA, 13 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 CP0785'SET IN THE TOP AND 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CP0785'NORTHEAST CONCRETE WALKWAY FOR A HIGHWAY UNDERPASS FOR THE PAVED ROAD,
 CP0785'1.1 FEET SOUTHWEST OF A CONCRETE GUARD RAIL, AND ABOUT 1 FOOT ABOVE
 CP0785'THE LEVEL OF THE PAVED ROAD.  SEC 20, T 16N, R 5E.
 CP0785
 CP0785                          STATION RECOVERY (1971)
 CP0785
 CP0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CP0785'RECOVERED IN GOOD CONDITION.
 CP0785
 CP0785                          STATION RECOVERY (1985)
 CP0785
 CP0785'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 CP0785'MARK NOT FOUND.
 CP0785
 CP0785                          STATION RECOVERY (1992)
 CP0785
 CP0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0785'9.0 KM (5.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0785'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), IN TOP OF AND 1.3
 CP0785'M (4.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE WALKWAY OF A
 CP0785'ROAD OVERPASS OF THE HIGHWAY, 28.7 M (94.2 FT) NORTH OF THE CENTER OF
 CP0785'THE WESTBOUND LANES OF THE HIGHWAY, 3.9 M (12.8 FT) EAST OF THE
 CP0785'CENTER OF THE ROAD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0781 ***********************************************************************
 CP0781  DESIGNATION -  20 V 29
 CP0781  PID         -  CP0781
 CP0781  STATE/COUNTY-  MS/WARREN
 CP0781  USGS QUAD   -  BOVINA (1972)
 CP0781
 CP0781                         *CURRENT SURVEY CONTROL
 CP0781  ___________________________________________________________________
 CP0781* NAD 83(1986)-  32 21 33.     (N)    090 43 04.     (W)     SCALED    
 CP0781* NAVD 88     -        49.907  (meters)     163.74   (feet)  ADJUSTED  
 CP0781  ___________________________________________________________________
 CP0781  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0781  DYNAMIC HT  -          49.849 (meters)     163.55  (feet)  COMP
 CP0781  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CP0781
 CP0781  VERT ORDER  -  FIRST     CLASS II
 CP0781
 CP0781.The horizontal coordinates were scaled from a topographic map and have
 CP0781.an estimated accuracy of +/- 6 seconds.
 CP0781
 CP0781.The orthometric height was determined by differential leveling
 CP0781.and adjusted in July 1994.
 CP0781
 CP0781.The geoid height was determined by GEOID03.
 CP0781
 CP0781.The dynamic height is computed by dividing the NAVD 88
 CP0781.geopotential number by the normal gravity value computed on the
 CP0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0781.degrees latitude (g = 980.6199 gals.).
 CP0781
 CP0781.The modeled gravity was interpolated from observed gravity values.
 CP0781
 CP0781;                    North         East    Units  Estimated Accuracy
 CP0781;SPC MS W     -   317,040.      663,820.      MT  (+/- 180 meters Scaled)
 CP0781
 CP0781                          SUPERSEDED SURVEY CONTROL
 CP0781
 CP0781  NAVD 88 (06/15/91)   49.898  (m)          163.71   (f) UNKNOWN     1 2
 CP0781  NGVD 29 (??/??/??)   49.927  (m)          163.80   (f) ADJUSTED    1 2
 CP0781
 CP0781.Superseded values are not recommended for survey control.
 CP0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0781.See file dsdata.txt to determine how the superseded data were derived.
 CP0781
 CP0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR147825(NAD 83)
 CP0781_MARKER: DD = SURVEY DISK
 CP0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0781_SP_SET: CONCRETE POST
 CP0781_STAMPING: 20 V-29 1963
 CP0781_MARK LOGO: MSHD  
 CP0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0781+STABILITY: SURFACE MOTION
 CP0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0781+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0781
 CP0781  HISTORY     - Date     Condition        Report By
 CP0781  HISTORY     - 1963     MONUMENTED       BPR
 CP0781  HISTORY     - 1968     GOOD             NGS
 CP0781  HISTORY     - 1971     GOOD             NGS
 CP0781  HISTORY     - 19920204 GOOD             NGS
 CP0781
 CP0781                          STATION DESCRIPTION
 CP0781
 CP0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0781'8.85 MI W FROM EDWARDS.
 CP0781'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0781'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0781'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 7.75  MILES WEST ALONG
 CP0781'INTERSTATE HIGHWAY 20, 0.35 MILE EAST OF A CONCRETE HIGHWAY BRIDGE
 CP0781'OVER CLEAR CREEK, 0.2 MILE WEST OF A CONCRETE HIGHWAY UNDERPASS FOR A
 CP0781'PAVED ROAD, 0.1 MILE NORTHEAST AND ACROSS THE HIGHWAY FROM A BRICK
 CP0781'HOUSE, 72 FEET NORTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF
 CP0781'THE HIGHWAY, 10 FEET NORTHEAST OF A 34-INCH OAK TREE, 2 1/2 FEET SOUTH
 CP0781'OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CP0781'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP0781'IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 16, T 16N, R
 CP0781'5E.
 CP0781
 CP0781                          STATION RECOVERY (1971)
 CP0781
 CP0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CP0781'RECOVERED IN GOOD CONDITION.
 CP0781
 CP0781                          STATION RECOVERY (1992)
 CP0781
 CP0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0781'10.5 KM (6.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0781'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 21.8 M (71.5 FT)
 CP0781'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.0 M
 CP0781'(9.8 FT) EAST OF A 60-INCH LIVE OAK TREE, 0.9 M (3.0 FT) SOUTH OF A
 CP0781'FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 CP0781'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M
 CP0781'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0780 ***********************************************************************
 CP0780  DESIGNATION -  20 V 30
 CP0780  PID         -  CP0780
 CP0780  STATE/COUNTY-  MS/WARREN
 CP0780  USGS QUAD   -  BOVINA (1972)
 CP0780
 CP0780                         *CURRENT SURVEY CONTROL
 CP0780  ___________________________________________________________________
 CP0780* NAD 83(1986)-  32 21 43.     (N)    090 42 08.     (W)     SCALED    
 CP0780* NAVD 88     -        57.244  (meters)     187.81   (feet)  ADJUSTED  
 CP0780  ___________________________________________________________________
 CP0780  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0780  DYNAMIC HT  -          57.178 (meters)     187.59  (feet)  COMP
 CP0780  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CP0780
 CP0780  VERT ORDER  -  FIRST     CLASS II
 CP0780
 CP0780.The horizontal coordinates were scaled from a topographic map and have
 CP0780.an estimated accuracy of +/- 6 seconds.
 CP0780
 CP0780.The orthometric height was determined by differential leveling
 CP0780.and adjusted in July 1994.
 CP0780
 CP0780.The geoid height was determined by GEOID03.
 CP0780
 CP0780.The dynamic height is computed by dividing the NAVD 88
 CP0780.geopotential number by the normal gravity value computed on the
 CP0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0780.degrees latitude (g = 980.6199 gals.).
 CP0780
 CP0780.The modeled gravity was interpolated from observed gravity values.
 CP0780
 CP0780;                    North         East    Units  Estimated Accuracy
 CP0780;SPC MS W     -   317,340.      665,280.      MT  (+/- 180 meters Scaled)
 CP0780
 CP0780                          SUPERSEDED SURVEY CONTROL
 CP0780
 CP0780  NAVD 88 (06/15/91)   57.263  (m)          187.87   (f) UNKNOWN     1 2
 CP0780  NGVD 29 (??/??/??)   57.292  (m)          187.97   (f) ADJUSTED    1 2
 CP0780
 CP0780.Superseded values are not recommended for survey control.
 CP0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0780.See file dsdata.txt to determine how the superseded data were derived.
 CP0780
 CP0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR162828(NAD 83)
 CP0780_MARKER: DD = SURVEY DISK
 CP0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0780_SP_SET: CONCRETE POST
 CP0780_STAMPING: 20 V-30 1963
 CP0780_MARK LOGO: MSHD  
 CP0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0780+STABILITY: SURFACE MOTION
 CP0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0780+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0780
 CP0780  HISTORY     - Date     Condition        Report By
 CP0780  HISTORY     - 1963     MONUMENTED       BPR
 CP0780  HISTORY     - 1968     GOOD             NGS
 CP0780  HISTORY     - 1971     GOOD             NGS
 CP0780  HISTORY     - 19920204 GOOD             NGS
 CP0780
 CP0780                          STATION DESCRIPTION
 CP0780
 CP0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0780'7.9 MI W FROM EDWARDS.
 CP0780'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0780'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0780'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 6.8 MILES WEST ALONG
 CP0780'INTERSTATE HIGHWAY 20, 0.2 MILE WEST OF THE CREST OF A HILL, 72 FEET
 CP0780'NORTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF THE HIGHWAY, 1
 CP0780'FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 8
 CP0780'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CP0780'POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 15, T
 CP0780'16N, R 5E.
 CP0780
 CP0780                          STATION RECOVERY (1971)
 CP0780
 CP0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CP0780'RECOVERED IN GOOD CONDITION.
 CP0780
 CP0780                          STATION RECOVERY (1992)
 CP0780
 CP0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0780'11.9 KM (7.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0780'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 21.1 M (69.2 FT)
 CP0780'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 1.8 M
 CP0780'(5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A
 CP0780'WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE MONUMENT IS
 CP0780'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0779 ***********************************************************************
 CP0779  DESIGNATION -  20 V 31
 CP0779  PID         -  CP0779
 CP0779  STATE/COUNTY-  MS/WARREN
 CP0779  USGS QUAD   -  BOVINA (1972)
 CP0779
 CP0779                         *CURRENT SURVEY CONTROL
 CP0779  ___________________________________________________________________
 CP0779* NAD 83(1986)-  32 21 51.     (N)    090 41 16.     (W)     SCALED    
 CP0779* NAVD 88     -        56.210  (meters)     184.42   (feet)  ADJUSTED  
 CP0779  ___________________________________________________________________
 CP0779  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0779  DYNAMIC HT  -          56.145 (meters)     184.20  (feet)  COMP
 CP0779  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CP0779
 CP0779  VERT ORDER  -  FIRST     CLASS II
 CP0779
 CP0779.The horizontal coordinates were scaled from a topographic map and have
 CP0779.an estimated accuracy of +/- 6 seconds.
 CP0779
 CP0779.The orthometric height was determined by differential leveling
 CP0779.and adjusted in June 1991.
 CP0779
 CP0779.The geoid height was determined by GEOID03.
 CP0779
 CP0779.The dynamic height is computed by dividing the NAVD 88
 CP0779.geopotential number by the normal gravity value computed on the
 CP0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0779.degrees latitude (g = 980.6199 gals.).
 CP0779
 CP0779.The modeled gravity was interpolated from observed gravity values.
 CP0779
 CP0779;                    North         East    Units  Estimated Accuracy
 CP0779;SPC MS W     -   317,590.      666,640.      MT  (+/- 180 meters Scaled)
 CP0779
 CP0779                          SUPERSEDED SURVEY CONTROL
 CP0779
 CP0779  NGVD 29 (??/??/??)   56.239  (m)          184.51   (f) ADJUSTED    1 2
 CP0779
 CP0779.Superseded values are not recommended for survey control.
 CP0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0779.See file dsdata.txt to determine how the superseded data were derived.
 CP0779
 CP0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR175831(NAD 83)
 CP0779_MARKER: DD = SURVEY DISK
 CP0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0779_SP_SET: CONCRETE POST
 CP0779_STAMPING: 20 V-31 1963
 CP0779_MARK LOGO: MSHD  
 CP0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0779+STABILITY: SURFACE MOTION
 CP0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0779+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0779
 CP0779  HISTORY     - Date     Condition        Report By
 CP0779  HISTORY     - 1963     MONUMENTED       BPR
 CP0779  HISTORY     - 1968     GOOD             NGS
 CP0779  HISTORY     - 1971     GOOD             NGS
 CP0779  HISTORY     - 19920204 GOOD             NGS
 CP0779
 CP0779                          STATION DESCRIPTION
 CP0779
 CP0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0779'7.0 MI W FROM EDWARDS.
 CP0779'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0779'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0779'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 5.9 MILES WEST ALONG
 CP0779'INTERSTATE HIGHWAY 20, 88 FEET NORTH OF THE CENTERLINE OF THE NORTH
 CP0779'TRAFFIC LANE OF THE HIGHWAY, 124 FEET NORTHEAST OF THE NORTH CONCRETE
 CP0779'HEADWALL OF A 30-INCH TUBULAR CULVER UNDER THE HIGHWAY, 1 FOOT SOUTH
 CP0779'OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 CP0779'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP0779'IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 14, T 16N, R 5E.
 CP0779
 CP0779                          STATION RECOVERY (1971)
 CP0779
 CP0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CP0779'RECOVERED IN GOOD CONDITION.
 CP0779
 CP0779                          STATION RECOVERY (1992)
 CP0779
 CP0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0779'13.3 KM (8.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0779'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 26.9 M (88.3 FT)
 CP0779'NORTHEAST OF THE NORTHEAST END OF A CULVERT, 25.6 M (84.0 FT) NORTH OF
 CP0779'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 CP0779'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 CP0779'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0777 ***********************************************************************
 CP0777  DESIGNATION -  20 V 32
 CP0777  PID         -  CP0777
 CP0777  STATE/COUNTY-  MS/WARREN
 CP0777  USGS QUAD   -  BOVINA (1972)
 CP0777
 CP0777                         *CURRENT SURVEY CONTROL
 CP0777  ___________________________________________________________________
 CP0777* NAD 83(1986)-  32 21 39.     (N)    090 40 13.     (W)     SCALED    
 CP0777* NAVD 88     -        49.722  (meters)     163.13   (feet)  ADJUSTED  
 CP0777  ___________________________________________________________________
 CP0777  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0777  DYNAMIC HT  -          49.665 (meters)     162.94  (feet)  COMP
 CP0777  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CP0777
 CP0777  VERT ORDER  -  FIRST     CLASS II
 CP0777
 CP0777.The horizontal coordinates were scaled from a topographic map and have
 CP0777.an estimated accuracy of +/- 6 seconds.
 CP0777
 CP0777.The orthometric height was determined by differential leveling
 CP0777.and adjusted in June 1991.
 CP0777
 CP0777.The geoid height was determined by GEOID03.
 CP0777
 CP0777.The dynamic height is computed by dividing the NAVD 88
 CP0777.geopotential number by the normal gravity value computed on the
 CP0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0777.degrees latitude (g = 980.6199 gals.).
 CP0777
 CP0777.The modeled gravity was interpolated from observed gravity values.
 CP0777
 CP0777;                    North         East    Units  Estimated Accuracy
 CP0777;SPC MS W     -   317,210.      668,290.      MT  (+/- 180 meters Scaled)
 CP0777
 CP0777                          SUPERSEDED SURVEY CONTROL
 CP0777
 CP0777  NGVD 29 (??/??/??)   49.750  (m)          163.22   (f) ADJUSTED    1 2
 CP0777
 CP0777.Superseded values are not recommended for survey control.
 CP0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0777.See file dsdata.txt to determine how the superseded data were derived.
 CP0777
 CP0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR192828(NAD 83)
 CP0777_MARKER: DD = SURVEY DISK
 CP0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0777_SP_SET: CONCRETE POST
 CP0777_STAMPING: 20 V-32 1963
 CP0777_MARK LOGO: MSHD  
 CP0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0777+STABILITY: SURFACE MOTION
 CP0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0777+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0777
 CP0777  HISTORY     - Date     Condition        Report By
 CP0777  HISTORY     - 1963     MONUMENTED       BPR
 CP0777  HISTORY     - 1968     GOOD             NGS
 CP0777  HISTORY     - 19920204 GOOD             NGS
 CP0777
 CP0777                          STATION DESCRIPTION
 CP0777
 CP0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0777'5.95 MI W FROM EDWARDS.
 CP0777'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0777'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0777'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 4.85 MILES WEST ALONG
 CP0777'INTERSTATE HIGHWAY 20, 0.25 MILE WEST OF A CONCRETE HIGHWAY UNDERPASS
 CP0777'FOR A PAVED ROAD, 107 FEET NORTH OF THE CENTERLINE OF THE NORTH
 CP0777'TRAFFIC LANE OF THE HIGHWAY, 185 FEET EAST OF A CONCRETE CORNER FENCE
 CP0777'POST, 180 FEET EAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 1 FOOT
 CP0777'SOUTH OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 12
 CP0777'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CP0777'POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 13, T
 CP0777'16N, R 5E.
 CP0777
 CP0777                          STATION RECOVERY (1992)
 CP0777
 CP0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0777'14.9 KM (9.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0777'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 0.3 KM (0.20 MI)
 CP0777'WEST OF A HIGHWAY OVERPASS (EXIT 15), 32.8 M (107.6 FT) NORTH OF THE
 CP0777'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.4 M (11.2 FT)
 CP0777'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 CP0777'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0776 ***********************************************************************
 CP0776  DESIGNATION -  20 V 33
 CP0776  PID         -  CP0776
 CP0776  STATE/COUNTY-  MS/WARREN
 CP0776  USGS QUAD   -  BOVINA (1972)
 CP0776
 CP0776                         *CURRENT SURVEY CONTROL
 CP0776  ___________________________________________________________________
 CP0776* NAD 83(1986)-  32 21 22.     (N)    090 39 16.     (W)     SCALED    
 CP0776* NAVD 88     -        44.633  (meters)     146.43   (feet)  ADJUSTED  
 CP0776  ___________________________________________________________________
 CP0776  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0776  DYNAMIC HT  -          44.581 (meters)     146.26  (feet)  COMP
 CP0776  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 CP0776
 CP0776  VERT ORDER  -  FIRST     CLASS II
 CP0776
 CP0776.The horizontal coordinates were scaled from a topographic map and have
 CP0776.an estimated accuracy of +/- 6 seconds.
 CP0776
 CP0776.The orthometric height was determined by differential leveling
 CP0776.and adjusted in June 1991.
 CP0776
 CP0776.The geoid height was determined by GEOID03.
 CP0776
 CP0776.The dynamic height is computed by dividing the NAVD 88
 CP0776.geopotential number by the normal gravity value computed on the
 CP0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0776.degrees latitude (g = 980.6199 gals.).
 CP0776
 CP0776.The modeled gravity was interpolated from observed gravity values.
 CP0776
 CP0776;                    North         East    Units  Estimated Accuracy
 CP0776;SPC MS W     -   316,680.      669,780.      MT  (+/- 180 meters Scaled)
 CP0776
 CP0776                          SUPERSEDED SURVEY CONTROL
 CP0776
 CP0776  NGVD 29 (??/??/??)   44.660  (m)          146.52   (f) ADJUSTED    1 2
 CP0776
 CP0776.Superseded values are not recommended for survey control.
 CP0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0776.See file dsdata.txt to determine how the superseded data were derived.
 CP0776
 CP0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR207823(NAD 83)
 CP0776_MARKER: DD = SURVEY DISK
 CP0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0776_SP_SET: CONCRETE POST
 CP0776_STAMPING: 20 V-33 1963
 CP0776_MARK LOGO: MSHD  
 CP0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0776+STABILITY: SURFACE MOTION
 CP0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0776+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0776
 CP0776  HISTORY     - Date     Condition        Report By
 CP0776  HISTORY     - 1963     MONUMENTED       BPR
 CP0776  HISTORY     - 1968     GOOD             NGS
 CP0776  HISTORY     - 19920204 GOOD             NGS
 CP0776
 CP0776                          STATION DESCRIPTION
 CP0776
 CP0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0776'4.95 MI W FROM EDWARDS.
 CP0776'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0776'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0776'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 3.85 MILES WEST ALONG
 CP0776'INTERSTATE HIGHWAY 20, 73 FEET NORTH OF THE CENTERLINE OF THE NORTH
 CP0776'TRAFFIC LANE OF THE HIGHWAY, 15 FEET SOUTHWEST OF A 32-INCH OAK TREE,
 CP0776'1 FOOT SOUTH OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CP0776'5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CP0776'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND. SEC
 CP0776'19, T 6N, R 4W.
 CP0776
 CP0776                          STATION RECOVERY (1992)
 CP0776
 CP0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0776'16.5 KM (10.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0776'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 22.3 M (73.2 FT)
 CP0776'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.4 M
 CP0776'(14.4 FT) SOUTHWEST OF A 48-INCH OAK TREE, 1.0 M (3.3 FT) ABOVE THE
 CP0776'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.3 M
 CP0776'(1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CP0776'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0775 ***********************************************************************
 CP0775  DESIGNATION -  20 V 34
 CP0775  PID         -  CP0775
 CP0775  STATE/COUNTY-  MS/WARREN
 CP0775  USGS QUAD   -  BOVINA (1972)
 CP0775
 CP0775                         *CURRENT SURVEY CONTROL
 CP0775  ___________________________________________________________________
 CP0775* NAD 83(1986)-  32 21 15.     (N)    090 38 19.     (W)     SCALED    
 CP0775* NAVD 88     -        43.453  (meters)     142.56   (feet)  ADJUSTED  
 CP0775  ___________________________________________________________________
 CP0775  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0775  DYNAMIC HT  -          43.403 (meters)     142.40  (feet)  COMP
 CP0775  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 CP0775
 CP0775  VERT ORDER  -  FIRST     CLASS I
 CP0775
 CP0775.The horizontal coordinates were scaled from a topographic map and have
 CP0775.an estimated accuracy of +/- 6 seconds.
 CP0775
 CP0775.The orthometric height was determined by differential leveling
 CP0775.and adjusted in June 1991.
 CP0775
 CP0775.The geoid height was determined by GEOID03.
 CP0775
 CP0775.The dynamic height is computed by dividing the NAVD 88
 CP0775.geopotential number by the normal gravity value computed on the
 CP0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0775.degrees latitude (g = 980.6199 gals.).
 CP0775
 CP0775.The modeled gravity was interpolated from observed gravity values.
 CP0775
 CP0775;                    North         East    Units  Estimated Accuracy
 CP0775;SPC MS W     -   316,460.      671,270.      MT  (+/- 180 meters Scaled)
 CP0775
 CP0775                          SUPERSEDED SURVEY CONTROL
 CP0775
 CP0775  NGVD 29 (??/??/??)   43.481  (m)          142.65   (f) ADJUSTED    1 1
 CP0775
 CP0775.Superseded values are not recommended for survey control.
 CP0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0775.See file dsdata.txt to determine how the superseded data were derived.
 CP0775
 CP0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR222821(NAD 83)
 CP0775_MARKER: DD = SURVEY DISK
 CP0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0775_SP_SET: BRIDGE
 CP0775_STAMPING: 20V-34 1963
 CP0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0775
 CP0775  HISTORY     - Date     Condition        Report By
 CP0775  HISTORY     - 1963     MONUMENTED       BPR
 CP0775  HISTORY     - 1968     GOOD             NGS
 CP0775  HISTORY     - 1990     GOOD             USPSQD
 CP0775  HISTORY     - 19920204 MARK NOT FOUND   NGS
 CP0775
 CP0775                          STATION DESCRIPTION
 CP0775
 CP0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0775'3.95 MI W FROM EDWARDS.
 CP0775'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0775'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0775'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 2.85 MILES WEST ALONG
 CP0775'INTERSTATE HIGHWAY 20, 16 FEET NORTH OF THE CENTERLINE OF THE NORTH
 CP0775'TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 CP0775'NORTH CONCRETE WALKWAY OF A HIGHWAY BRIDGE, 10 INCHES SOUTH OF THE
 CP0775'NORTH CONCRETE GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP0775'HIGHWAY.  SEC 20, T 6N, R 4W.
 CP0775
 CP0775                          STATION RECOVERY (1990)
 CP0775
 CP0775'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0775'RECOVERED IN GOOD CONDITION.
 CP0775
 CP0775                          STATION RECOVERY (1992)
 CP0775
 CP0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0775'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 CP0775'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0772 ***********************************************************************
 CP0772  DESIGNATION -  20 V 35
 CP0772  PID         -  CP0772
 CP0772  STATE/COUNTY-  MS/HINDS
 CP0772  USGS QUAD   -  EDWARDS (1972)
 CP0772
 CP0772                         *CURRENT SURVEY CONTROL
 CP0772  ___________________________________________________________________
 CP0772* NAD 83(1986)-  32 21 07.     (N)    090 37 17.     (W)     SCALED    
 CP0772* NAVD 88     -        48.520  (meters)     159.19   (feet)  ADJUSTED  
 CP0772  ___________________________________________________________________
 CP0772  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0772  DYNAMIC HT  -          48.465 (meters)     159.01  (feet)  COMP
 CP0772  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CP0772
 CP0772  VERT ORDER  -  FIRST     CLASS II
 CP0772
 CP0772.The horizontal coordinates were scaled from a topographic map and have
 CP0772.an estimated accuracy of +/- 6 seconds.
 CP0772
 CP0772.The orthometric height was determined by differential leveling
 CP0772.and adjusted in July 1994.
 CP0772
 CP0772.The geoid height was determined by GEOID03.
 CP0772
 CP0772.The dynamic height is computed by dividing the NAVD 88
 CP0772.geopotential number by the normal gravity value computed on the
 CP0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0772.degrees latitude (g = 980.6199 gals.).
 CP0772
 CP0772.The modeled gravity was interpolated from observed gravity values.
 CP0772
 CP0772;                    North         East    Units  Estimated Accuracy
 CP0772;SPC MS W     -   316,210.      672,890.      MT  (+/- 180 meters Scaled)
 CP0772
 CP0772                          SUPERSEDED SURVEY CONTROL
 CP0772
 CP0772  NAVD 88 (06/15/91)   48.562  (m)          159.32   (f) UNKNOWN     1 2
 CP0772  NGVD 29 (??/??/??)   48.588  (m)          159.41   (f) ADJUSTED    1 2
 CP0772
 CP0772.Superseded values are not recommended for survey control.
 CP0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0772.See file dsdata.txt to determine how the superseded data were derived.
 CP0772
 CP0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR238819(NAD 83)
 CP0772_MARKER: DD = SURVEY DISK
 CP0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0772_SP_SET: CONCRETE POST
 CP0772_STAMPING: 20 V-35 1963
 CP0772_MARK LOGO: MSHD  
 CP0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0772+STABILITY: SURFACE MOTION
 CP0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0772+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0772
 CP0772  HISTORY     - Date     Condition        Report By
 CP0772  HISTORY     - 1963     MONUMENTED       MSHD
 CP0772  HISTORY     - 1977     GOOD             MSHD
 CP0772  HISTORY     - 19920204 GOOD             NGS
 CP0772
 CP0772                          STATION DESCRIPTION
 CP0772
 CP0772'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0772'1.8 MI NW FROM EDWARDS.
 CP0772'THE MARK IS LOCATED 1.8 MILES NORTHWEST OF THE CENTER OF EDWARDS ON
 CP0772'THE NORTH RIGHT OF WAY OF I-20, 0.2 MILE WEST OF MILEPOST 18, 2.95
 CP0772'MILES EAST OF THE FLOWERS OVERPASS, 0.5 MILE EAST OF THE BIG BLACK
 CP0772'RIVER IN THE NORTHWEST 1/4 OF SECTION 21, T 6N, R 4W.  IT IS 118 FEET
 CP0772'NORTH-NORTHEAST OF THE CENTER OF THE WEST BOUND LANE OF I-20, 36.5
 CP0772'FEET EAST OF THE SOUTH ONE OF THREE 20 INCH OAKS, 2 FEET
 CP0772'NORTH-NORTHEAST OF A METAL WITNESS POST, 1 FOOT SOUTHEAST OF A
 CP0772'CONCRETE POST WHICH IS A BRACE FOR A FENCE SET IN THE TOP OF A SQUARE
 CP0772'CONCRETE POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0772'1 INCH.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 CP0772'HIGHWAY 80 AT THE NORTHEAST EDGE OF EDWARDS GO NORTH ON STATE HIGHWAY
 CP0772'22 FOR 0.2 MILE TO THE ENTRANCE TO I-20 WEST BOUND LANE. TURN LEFT
 CP0772'ONTO I-20 AND GO WEST FOR 1.8 MILES TO THE MARK ON THE RIGHT.
 CP0772
 CP0772                          STATION RECOVERY (1992)
 CP0772
 CP0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0772'19.5 KM (12.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0772'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 35.8 M (117.5 FT)
 CP0772'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.9 M
 CP0772'(6.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 CP0772'NORTH-NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHEAST OF A
 CP0772'BRACED FENCE POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE MONUMENT
 CP0772'IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0771 ***********************************************************************
 CP0771  DESIGNATION -  20 V 36
 CP0771  PID         -  CP0771
 CP0771  STATE/COUNTY-  MS/HINDS
 CP0771  USGS QUAD   -  EDWARDS (1972)
 CP0771
 CP0771                         *CURRENT SURVEY CONTROL
 CP0771  ___________________________________________________________________
 CP0771* NAD 83(1986)-  32 20 37.     (N)    090 36 26.     (W)     SCALED    
 CP0771* NAVD 88     -        69.153  (meters)     226.88   (feet)  ADJUSTED  
 CP0771  ___________________________________________________________________
 CP0771  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0771  DYNAMIC HT  -          69.074 (meters)     226.62  (feet)  COMP
 CP0771  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CP0771
 CP0771  VERT ORDER  -  FIRST     CLASS II
 CP0771
 CP0771.The horizontal coordinates were scaled from a topographic map and have
 CP0771.an estimated accuracy of +/- 6 seconds.
 CP0771
 CP0771.The orthometric height was determined by differential leveling
 CP0771.and adjusted in July 1994.
 CP0771
 CP0771.The geoid height was determined by GEOID03.
 CP0771
 CP0771.The dynamic height is computed by dividing the NAVD 88
 CP0771.geopotential number by the normal gravity value computed on the
 CP0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0771.degrees latitude (g = 980.6199 gals.).
 CP0771
 CP0771.The modeled gravity was interpolated from observed gravity values.
 CP0771
 CP0771;                    North         East    Units  Estimated Accuracy
 CP0771;SPC MS W     -   315,280.      674,220.      MT  (+/- 180 meters Scaled)
 CP0771
 CP0771                          SUPERSEDED SURVEY CONTROL
 CP0771
 CP0771  NAVD 88 (06/15/91)   69.162  (m)          226.91   (f) UNKNOWN     1 2
 CP0771  NGVD 29 (??/??/??)   69.187  (m)          226.99   (f) ADJUSTED    1 2
 CP0771
 CP0771.Superseded values are not recommended for survey control.
 CP0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0771.See file dsdata.txt to determine how the superseded data were derived.
 CP0771
 CP0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR251810(NAD 83)
 CP0771_MARKER: DD = SURVEY DISK
 CP0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0771_SP_SET: CONCRETE POST
 CP0771_STAMPING: 20 V-36 1963
 CP0771_MARK LOGO: MSHD  
 CP0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0771+STABILITY: SURFACE MOTION
 CP0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0771+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0771
 CP0771  HISTORY     - Date     Condition        Report By
 CP0771  HISTORY     - 1963     MONUMENTED       MSHD
 CP0771  HISTORY     - 1977     GOOD             MSHD
 CP0771  HISTORY     - 19920204 GOOD             NGS
 CP0771
 CP0771                          STATION DESCRIPTION
 CP0771
 CP0771'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0771'1 MI NNW FROM EDWARDS.
 CP0771'THE MARK IS LOCATED 1 MILE NORTH-NORTHWEST OF THE CENTER OF EDWARDS ON
 CP0771'THE NORTHEAST RIGHT OF WAY OF I-20, 0.25 MILE NORTHWEST OF MILEPOST
 CP0771'19, IN THE SOUTHEAST 1/4 OF SECTION 21, T 6N, R 4W.  IT IS 78 FEET
 CP0771'NORTHEAST OF THE CENTER OF THE WEST BOUND LANE OF I-20, 24 FEET
 CP0771'NORTHEAST OF THE NORTHEAST POST OF THE FLOWERS, VICKSBURG SIGN, 5 FEET
 CP0771'NORTHEAST OF AN 18 INCH ELM, 1 FOOT SOUTHWEST OF A RIGHT OF WAY FENCE,
 CP0771'1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0771'CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0771'1 INCH.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 CP0771'U.S. HIGHWAY 80 AT THE NORTHEAST EDGE OF EDWARDS GO NORTH ON STATE
 CP0771'HIGHWAY 22 FOR 0.2 MILE TO THE ENTRANCE RAMP TO I-20 WEST BOUND LANE.
 CP0771'TURN LEFT ONTO I-20 AND GO WEST FOR 0.85 MILE TO THE MARK ON THE
 CP0771'RIGHT.
 CP0771
 CP0771                          STATION RECOVERY (1992)
 CP0771
 CP0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0771'21.0 KM (13.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0771'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 23.6 M (77.4 FT)
 CP0771'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 CP0771'16.2 M (53.1 FT) NORTHWEST OF THE NORTHWEST END OF A CULVERT, 7.3 M
 CP0771'(24.0 FT) NORTH OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN
 CP0771'(FLOWERS 3 VICKSBURG 14), 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 CP0771'HIGHWAY, 0.4 M (1.3 FT) NORTH-NORTHEAST OF A WITNESS POST, 0.3 M
 CP0771'(1.0 FT) SOUTH-SOUTHWEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 CP0771'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0761 ***********************************************************************
 CP0761  DESIGNATION -  20 V 37
 CP0761  PID         -  CP0761
 CP0761  STATE/COUNTY-  MS/HINDS
 CP0761  USGS QUAD   -  EDWARDS (1972)
 CP0761
 CP0761                         *CURRENT SURVEY CONTROL
 CP0761  ___________________________________________________________________
 CP0761* NAD 83(1986)-  32 20 38.     (N)    090 34 55.     (W)     SCALED    
 CP0761* NAVD 88     -        68.468  (meters)     224.63   (feet)  ADJUSTED  
 CP0761  ___________________________________________________________________
 CP0761  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0761  DYNAMIC HT  -          68.389 (meters)     224.37  (feet)  COMP
 CP0761  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CP0761
 CP0761  VERT ORDER  -  FIRST     CLASS II
 CP0761
 CP0761.The horizontal coordinates were scaled from a topographic map and have
 CP0761.an estimated accuracy of +/- 6 seconds.
 CP0761
 CP0761.The orthometric height was determined by differential leveling
 CP0761.and adjusted in July 1994.
 CP0761
 CP0761.The geoid height was determined by GEOID03.
 CP0761
 CP0761.The dynamic height is computed by dividing the NAVD 88
 CP0761.geopotential number by the normal gravity value computed on the
 CP0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0761.degrees latitude (g = 980.6199 gals.).
 CP0761
 CP0761.The modeled gravity was interpolated from observed gravity values.
 CP0761
 CP0761;                    North         East    Units  Estimated Accuracy
 CP0761;SPC MS W     -   315,310.      676,600.      MT  (+/- 180 meters Scaled)
 CP0761
 CP0761                          SUPERSEDED SURVEY CONTROL
 CP0761
 CP0761  NAVD 88 (06/15/91)   68.449  (m)          224.57   (f) UNKNOWN     1 2
 CP0761  NGVD 29 (??/??/??)   68.473  (m)          224.65   (f) ADJUSTED    1 2
 CP0761
 CP0761.Superseded values are not recommended for survey control.
 CP0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0761.See file dsdata.txt to determine how the superseded data were derived.
 CP0761
 CP0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR275811(NAD 83)
 CP0761_MARKER: DD = SURVEY DISK
 CP0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0761_SP_SET: CONCRETE POST
 CP0761_STAMPING: 20 V-37 1963
 CP0761_MARK LOGO: MSHD  
 CP0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0761+STABILITY: SURFACE MOTION
 CP0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0761+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0761
 CP0761  HISTORY     - Date     Condition        Report By
 CP0761  HISTORY     - 1963     MONUMENTED       MSHD
 CP0761  HISTORY     - 1977     GOOD             MSHD
 CP0761  HISTORY     - 19920204 GOOD             NGS
 CP0761
 CP0761                          STATION DESCRIPTION
 CP0761
 CP0761'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0761'1.5 MI NE FROM EDWARDS.
 CP0761'THE MARK IS LOCATED 1.5 MILES NORTHEAST OF EDWARDS ON THE SOUTH RIGHT
 CP0761'OF WAY OF OLD U.S HIGHWAY 80, 0.6 MILE WEST OF BUCK REED ROAD, 0.15
 CP0761'MILE WEST OF A RED BRICK HOUSE IN THE SOUTHWEST 1/4 OF SECTION 23, T
 CP0761'6N, R 4W.  IT IS 150 FEET EAST OF THE CREST OF A HILL, 107 FEET
 CP0761'NORTHEAST OF A 48 INCH OAK, 31.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 CP0761'OLD HIGHWAY 80, 4.5 FEET EAST-NORTHEAST OF A 14 INCH TWIN GUM, 3.5
 CP0761'FEET WEST-SOUTHWEST OF AN 18 INCH GUM, 1.5 FEET SOUTH-SOUTHEAST OF A
 CP0761'METAL WITNESS POST, 1 FOOT NORTH-NORTHWEST OF A FENCE SET IN THE TOP
 CP0761'OF A SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 CP0761'AND IS 3 INCHES BELOW THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION
 CP0761'OF STATE HIGHWAY 22 AND OLD U.S. HIGHWAY 80 0.15 MILE SOUTH OF I-20 AT
 CP0761'THE NORTHEAST EDGE OF EDWARDS GO EAST ON OLD HIGHWAY 80 FOR 0.95 MILE
 CP0761'TO THE MARK ON THE RIGHT.
 CP0761
 CP0761                          STATION RECOVERY (1992)
 CP0761
 CP0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0761'23.1 KM (14.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0761'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 45.8 M (150.3 FT)
 CP0761'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 9.4
 CP0761'M (30.8 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 0.5 M
 CP0761'(1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 CP0761'THE ROAD, 0.2 M (0.7 FT) NORTH OF A FENCE, AND THE MONUMENT IS
 CP0761'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0758 ***********************************************************************
 CP0758  DESIGNATION -  20 V 38
 CP0758  PID         -  CP0758
 CP0758  STATE/COUNTY-  MS/HINDS
 CP0758  USGS QUAD   -  EDWARDS (1972)
 CP0758
 CP0758                         *CURRENT SURVEY CONTROL
 CP0758  ___________________________________________________________________
 CP0758* NAD 83(1986)-  32 20 58.     (N)    090 33 54.     (W)     SCALED    
 CP0758* NAVD 88     -        63.741  (meters)     209.12   (feet)  ADJUSTED  
 CP0758  ___________________________________________________________________
 CP0758  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0758  DYNAMIC HT  -          63.668 (meters)     208.88  (feet)  COMP
 CP0758  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CP0758
 CP0758  VERT ORDER  -  FIRST     CLASS I
 CP0758
 CP0758.The horizontal coordinates were scaled from a topographic map and have
 CP0758.an estimated accuracy of +/- 6 seconds.
 CP0758
 CP0758.The orthometric height was determined by differential leveling
 CP0758.and adjusted in June 1991.
 CP0758
 CP0758.The geoid height was determined by GEOID03.
 CP0758
 CP0758.The dynamic height is computed by dividing the NAVD 88
 CP0758.geopotential number by the normal gravity value computed on the
 CP0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0758.degrees latitude (g = 980.6199 gals.).
 CP0758
 CP0758.The modeled gravity was interpolated from observed gravity values.
 CP0758
 CP0758;                    North         East    Units  Estimated Accuracy
 CP0758;SPC MS W     -   315,920.      678,190.      MT  (+/- 180 meters Scaled)
 CP0758
 CP0758                          SUPERSEDED SURVEY CONTROL
 CP0758
 CP0758  NGVD 29 (??/??/??)   63.765  (m)          209.20   (f) ADJUSTED    1 1
 CP0758
 CP0758.Superseded values are not recommended for survey control.
 CP0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0758.See file dsdata.txt to determine how the superseded data were derived.
 CP0758
 CP0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR291817(NAD 83)
 CP0758_MARKER: DD = SURVEY DISK
 CP0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0758_STAMPING: 20V-38 1963
 CP0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0758+STABILITY: SURFACE MOTION
 CP0758
 CP0758  HISTORY     - Date     Condition        Report By
 CP0758  HISTORY     - 1963     MONUMENTED       MSHD
 CP0758  HISTORY     - 1977     GOOD             MSHD
 CP0758  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0758
 CP0758                          STATION DESCRIPTION
 CP0758
 CP0758'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0758'2.6 MI NE FROM EDWARDS.
 CP0758'THE MARK IS LOCATED 2.6 MILES NORTHEAST OF EDWARDS IN THE SOUTHEAST
 CP0758'ANGLE OF THE JUNCTION OF A FIELD ROAD AND OLD U.S. HIGHWAY 80, 6.2
 CP0758'MILES WEST OF BOLTON IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
 CP0758'SECTION 24, T 6N, R 4W.  IT IS 73 FEET SOUTHEAST OF THE CENTER OF OLD
 CP0758'HIGHWAY 80, 18 FEET NORTHEAST OF THE CENTER OF A FIELD ROAD, 2 FEET
 CP0758'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE
 CP0758'POST AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE JUNCTION OF STATE
 CP0758'HIGHWAY 22 AND OLD U.S. HIGHWAY 80 0.15 MILE SOUTH OF I-20 AT THE
 CP0758'NORTHEAST EDGE OF EDWARDS GO EAST ON OLD HIGHWAY 80 FOR 1.55 MILES TO
 CP0758'A SIDE ROAD RIGHT.  CONTINUE EAST ON OLD HIGHWAY 80 FOR 0.45 MILE TO A
 CP0758'FIELD ROAD AND THE MARK ON THE RIGHT.
 CP0758
 CP0758                          STATION RECOVERY (1992)
 CP0758
 CP0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0758'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0757 ***********************************************************************
 CP0757  DESIGNATION -  20 V 39
 CP0757  PID         -  CP0757
 CP0757  STATE/COUNTY-  MS/HINDS
 CP0757  USGS QUAD   -  EDWARDS (1972)
 CP0757
 CP0757                         *CURRENT SURVEY CONTROL
 CP0757  ___________________________________________________________________
 CP0757* NAD 83(1986)-  32 21 18.     (N)    090 33 02.     (W)     SCALED    
 CP0757* NAVD 88     -        61.057  (meters)     200.32   (feet)  ADJUSTED  
 CP0757  ___________________________________________________________________
 CP0757  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0757  DYNAMIC HT  -          60.987 (meters)     200.09  (feet)  COMP
 CP0757  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CP0757
 CP0757  VERT ORDER  -  FIRST     CLASS I
 CP0757
 CP0757.The horizontal coordinates were scaled from a topographic map and have
 CP0757.an estimated accuracy of +/- 6 seconds.
 CP0757
 CP0757.The orthometric height was determined by differential leveling
 CP0757.and adjusted in June 1991.
 CP0757
 CP0757.The geoid height was determined by GEOID03.
 CP0757
 CP0757.The dynamic height is computed by dividing the NAVD 88
 CP0757.geopotential number by the normal gravity value computed on the
 CP0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0757.degrees latitude (g = 980.6199 gals.).
 CP0757
 CP0757.The modeled gravity was interpolated from observed gravity values.
 CP0757
 CP0757;                    North         East    Units  Estimated Accuracy
 CP0757;SPC MS W     -   316,530.      679,550.      MT  (+/- 180 meters Scaled)
 CP0757
 CP0757                          SUPERSEDED SURVEY CONTROL
 CP0757
 CP0757  NGVD 29 (??/??/??)   61.080  (m)          200.39   (f) ADJUSTED    1 1
 CP0757
 CP0757.Superseded values are not recommended for survey control.
 CP0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0757.See file dsdata.txt to determine how the superseded data were derived.
 CP0757
 CP0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR304824(NAD 83)
 CP0757_MARKER: DD = SURVEY DISK
 CP0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0757_STAMPING: 20V-39 1963
 CP0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0757+STABILITY: SURFACE MOTION
 CP0757
 CP0757  HISTORY     - Date     Condition        Report By
 CP0757  HISTORY     - 1963     MONUMENTED       MSHD
 CP0757  HISTORY     - 1977     GOOD             MSHD
 CP0757  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0757
 CP0757                          STATION DESCRIPTION
 CP0757
 CP0757'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0757'3.5 MI NE FROM EDWARDS.
 CP0757'THE MARK IS LOCATED 3.5 MILES NORTHEAST OF EDWARDS NEAR A FENCE ON THE
 CP0757'SOUTH SIDE OF OLD HIGHWAY 80, 5.2 MILES WEST OF BOLTON IN THE
 CP0757'NORTHWEST 1/4 OF SECTION 19, T 6N, R 4W.  IT IS 122 FEET
 CP0757'SOUTH-SOUTHWEST OF UTILITY POLE NO. 24, 73 FEET SOUTHEAST OF THE
 CP0757'CENTER OF OLD HIGHWAY 80, 62 FEET EAST-SOUTHEAST OF A RIGHT OF WAY
 CP0757'MARKER, 50 FEET SOUTH OF A 14 INCH DOUBLE GUM, 1 FOOT NORTHWEST OF A
 CP0757'FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0757'SQUARE CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0757'IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF OLD
 CP0757'HIGHWAY 80 AND STATE HIGHWAY 22 0.15 MILE SOUTH OF I-20 AT THE
 CP0757'NORTHEAST EDGE OF EDWARDS GO EAST ON OLD HIGHWAY 80 FOR 1.55 MILES TO
 CP0757'A SIDE ROAD RIGHT.  CONTINUE EAST ON OLD HIGHWAY 80 FOR 1.4 MILES TO
 CP0757'THE MARK ON THE RIGHT.
 CP0757
 CP0757                          STATION RECOVERY (1992)
 CP0757
 CP0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0757'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0756 ***********************************************************************
 CP0756  DESIGNATION -  20 V 40
 CP0756  PID         -  CP0756
 CP0756  STATE/COUNTY-  MS/HINDS
 CP0756  USGS QUAD   -  EDWARDS (1972)
 CP0756
 CP0756                         *CURRENT SURVEY CONTROL
 CP0756  ___________________________________________________________________
 CP0756* NAD 83(1986)-  32 21 38.     (N)    090 32 08.     (W)     SCALED    
 CP0756* NAVD 88     -        60.107  (meters)     197.20   (feet)  ADJUSTED  
 CP0756  ___________________________________________________________________
 CP0756  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0756  DYNAMIC HT  -          60.038 (meters)     196.97  (feet)  COMP
 CP0756  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CP0756
 CP0756  VERT ORDER  -  FIRST     CLASS II
 CP0756
 CP0756.The horizontal coordinates were scaled from a topographic map and have
 CP0756.an estimated accuracy of +/- 6 seconds.
 CP0756
 CP0756.The orthometric height was determined by differential leveling
 CP0756.and adjusted in June 1991.
 CP0756
 CP0756.The geoid height was determined by GEOID03.
 CP0756
 CP0756.The dynamic height is computed by dividing the NAVD 88
 CP0756.geopotential number by the normal gravity value computed on the
 CP0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0756.degrees latitude (g = 980.6199 gals.).
 CP0756
 CP0756.The modeled gravity was interpolated from observed gravity values.
 CP0756
 CP0756;                    North         East    Units  Estimated Accuracy
 CP0756;SPC MS W     -   317,150.      680,970.      MT  (+/- 180 meters Scaled)
 CP0756
 CP0756                          SUPERSEDED SURVEY CONTROL
 CP0756
 CP0756  NGVD 29 (??/??/??)   60.129  (m)          197.27   (f) ADJUSTED    1 2
 CP0756
 CP0756.Superseded values are not recommended for survey control.
 CP0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0756.See file dsdata.txt to determine how the superseded data were derived.
 CP0756
 CP0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR318830(NAD 83)
 CP0756_MARKER: DD = SURVEY DISK
 CP0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0756_SP_SET: CONCRETE POST
 CP0756_STAMPING: 20 V-40 1963
 CP0756_MARK LOGO: MSHD  
 CP0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0756+STABILITY: SURFACE MOTION
 CP0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0756+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0756
 CP0756  HISTORY     - Date     Condition        Report By
 CP0756  HISTORY     - 1963     MONUMENTED       MSHD
 CP0756  HISTORY     - 1977     GOOD             MSHD
 CP0756  HISTORY     - 19920610 GOOD             NGS
 CP0756
 CP0756                          STATION DESCRIPTION
 CP0756
 CP0756'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0756'4.5 MI NE FROM EDWARDS.
 CP0756'THE MARK IS LOCATED 4.5 MILES NORTHEAST OF EDWARDS ON THE SOUTH SIDE
 CP0756'OF OLD HIGHWAY 80 ON A LAWN BETWEEN TWO BRICK HOUSES, 4.5 MILES WEST
 CP0756'OF BOLTON, 1 MILE WEST OF THE FARR ROAD OVERPASS IN THE SOUTHWEST 1/4
 CP0756'OF SECTION 17, T 6N, R 3W.  IT IS 198 FEET SOUTH OF THE CENTER OF THE
 CP0756'EAST BOUND LAND OF I-20, 133 FEET SOUTH OF THE CENTER OF THE EAST
 CP0756'BOUND LANE OF I-20, 133 FEET SOUTH OF THE CENTER OF OLD HIGHWAY 80,
 CP0756'126 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK FENCE ON THE
 CP0756'WEST SIDE OF A BRICK HOUSE, 109 FEET WEST OF A POWER, 73 FEET WEST OF
 CP0756'THE CENTER OF A PAVED DRIVEWAY, 25 FEET WEST OF A MULTI-FORKED OAK, 11
 CP0756'FEET NORTH-NORTHEAST OF A RIGHT OF WAY MARKER, 4 FEET SOUTHEAST OF
 CP0756'ANOTHER RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A METAL WITNESS POST SET
 CP0756'IN THE TOP OF A SQUARE CONCRETE POST AND PROJECTS 1 INCH. NOTE-- TO
 CP0756'REACH FROM THE JUNCTION OF OLD HIGHWAY 80 AND STATE HIGHWAY 22 0.15
 CP0756'MILE SOUTH OF I-20 AT THE NORTHEAST EDGE OF THE EDWARDS GO EAST ON OLD
 CP0756'HIGHWAY 80 FOR 1.55 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON OLD
 CP0756'HIGHWAY 80 FOR 2.4 MILES TO THE MARK ON THE RIGHT.
 CP0756
 CP0756                          STATION RECOVERY (1992)
 CP0756
 CP0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0756'27.2 KM (16.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0756'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 54.8 M (179.8 FT)
 CP0756'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 40.7 M
 CP0756'(133.5 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, 34.7 M (113.8 FT)
 CP0756'NORTHWEST OF THE NORTHWEST CORNER OF THE MOST EASTERLY OF 2 HOUSES,
 CP0756'22.4 M (73.5 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY, 5.7 M
 CP0756'(18.7 FT) WEST OF 6-FOOT MULTI-TRUNK LIVE OAK TREE, 1.5 M (4.9 FT)
 CP0756'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 CP0756'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0754 ***********************************************************************
 CP0754  DESIGNATION -  20 V 41 RESET
 CP0754  PID         -  CP0754
 CP0754  STATE/COUNTY-  MS/HINDS
 CP0754  USGS QUAD   -  EDWARDS (1972)
 CP0754
 CP0754                         *CURRENT SURVEY CONTROL
 CP0754  ___________________________________________________________________
 CP0754* NAD 83(1986)-  32 21 35.     (N)    090 31 04.     (W)     SCALED    
 CP0754* NAVD 88     -        59.270  (meters)     194.46   (feet)  ADJUSTED  
 CP0754  ___________________________________________________________________
 CP0754  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0754  DYNAMIC HT  -          59.202 (meters)     194.23  (feet)  COMP
 CP0754  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CP0754
 CP0754  VERT ORDER  -  FIRST     CLASS I
 CP0754
 CP0754.The horizontal coordinates were scaled from a topographic map and have
 CP0754.an estimated accuracy of +/- 6 seconds.
 CP0754
 CP0754.The orthometric height was determined by differential leveling
 CP0754.and adjusted in June 1991.
 CP0754
 CP0754.The geoid height was determined by GEOID03.
 CP0754
 CP0754.The dynamic height is computed by dividing the NAVD 88
 CP0754.geopotential number by the normal gravity value computed on the
 CP0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0754.degrees latitude (g = 980.6199 gals.).
 CP0754
 CP0754.The modeled gravity was interpolated from observed gravity values.
 CP0754
 CP0754;                    North         East    Units  Estimated Accuracy
 CP0754;SPC MS W     -   317,050.      682,640.      MT  (+/- 180 meters Scaled)
 CP0754
 CP0754                          SUPERSEDED SURVEY CONTROL
 CP0754
 CP0754  NGVD 29 (??/??/??)   59.291  (m)          194.52   (f) ADJUSTED    1 1
 CP0754
 CP0754.Superseded values are not recommended for survey control.
 CP0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0754.See file dsdata.txt to determine how the superseded data were derived.
 CP0754
 CP0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR335830(NAD 83)
 CP0754_MARKER: DD = SURVEY DISK
 CP0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0754_SP_SET: CONCRETE POST
 CP0754_STAMPING: RM 20 V-41 1963 RESET 1968
 CP0754_MARK LOGO: MSHD  
 CP0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0754+STABILITY: SURFACE MOTION
 CP0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0754+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 CP0754
 CP0754  HISTORY     - Date     Condition        Report By
 CP0754  HISTORY     - 1968     MONUMENTED       MSHD
 CP0754  HISTORY     - 1977     GOOD             MSHD
 CP0754  HISTORY     - 19920609 GOOD             NGS
 CP0754
 CP0754                          STATION DESCRIPTION
 CP0754
 CP0754'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0754'3.9 MI W FROM BOLTON.
 CP0754'THE MARK IS LOCATED 3.9 MILES WEST OF BOLTON IN THE EXTREME SOUTHEAST
 CP0754'ANGLE OF A CROSSROAD, 5.2 MILES NORTHEAST OF EDWARDS IN THE SOUTHEAST
 CP0754'1/4 OF SECTION 16, T 6N, R 3W.  IT IS 753.5 FEET SOUTH OF THE CENTER
 CP0754'OF THE EAST BOUND LANE OF I-20, 372 FEET WEST OF THE CENTER OF A
 CP0754'CROSSROAD, 48 FEET SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD,
 CP0754'13 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A POWER POLE WITH A GUY
 CP0754'WIRE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0754'CONCRETE POST AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE POST
 CP0754'OFFICE 0.15 MILE WEST ON THE MAIN CROSSROAD IN BOLTON GO WEST ON OLD
 CP0754'HIGHWAY 80 FOR 3.75 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING
 CP0754'A CROSSROAD.
 CP0754
 CP0754                          STATION RECOVERY (1992)
 CP0754
 CP0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0754'25.4 KM (15.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0754'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 194.0 M
 CP0754'(636.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 CP0754'HIGHWAY, 112.3 M (368.4 FT) EAST OF THE CENTER OF A PAVED ROAD, 14.7
 CP0754'M (48.2 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, 3.8 M
 CP0754'(12.5 FT) NORTH OF A FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 CP0754'FRONTAGE ROAD, 0.5 M (1.6 FT) NORTHEAST OF A UTILITY POLE, 0.5 M
 CP0754'(1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 CP0754'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0408 ***********************************************************************
 CP0408  DESIGNATION -  20 V 42
 CP0408  PID         -  CP0408
 CP0408  STATE/COUNTY-  MS/HINDS
 CP0408  USGS QUAD   -  RAYMOND (1980)
 CP0408
 CP0408                         *CURRENT SURVEY CONTROL
 CP0408  ___________________________________________________________________
 CP0408* NAD 83(1986)-  32 21 43.     (N)    090 29 32.     (W)     SCALED    
 CP0408* NAVD 88     -        66.295  (meters)     217.50   (feet)  ADJUSTED  
 CP0408  ___________________________________________________________________
 CP0408  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0408  DYNAMIC HT  -          66.218 (meters)     217.25  (feet)  COMP
 CP0408  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CP0408
 CP0408  VERT ORDER  -  FIRST     CLASS I
 CP0408
 CP0408.The horizontal coordinates were scaled from a topographic map and have
 CP0408.an estimated accuracy of +/- 6 seconds.
 CP0408
 CP0408.The orthometric height was determined by differential leveling
 CP0408.and adjusted in June 1991.
 CP0408
 CP0408.The geoid height was determined by GEOID03.
 CP0408
 CP0408.The dynamic height is computed by dividing the NAVD 88
 CP0408.geopotential number by the normal gravity value computed on the
 CP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0408.degrees latitude (g = 980.6199 gals.).
 CP0408
 CP0408.The modeled gravity was interpolated from observed gravity values.
 CP0408
 CP0408;                    North         East    Units  Estimated Accuracy
 CP0408;SPC MS W     -   317,290.      685,050.      MT  (+/- 180 meters Scaled)
 CP0408
 CP0408                          SUPERSEDED SURVEY CONTROL
 CP0408
 CP0408  NGVD 29 (??/??/??)   66.315  (m)          217.57   (f) ADJUSTED    1 1
 CP0408
 CP0408.Superseded values are not recommended for survey control.
 CP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0408.See file dsdata.txt to determine how the superseded data were derived.
 CP0408
 CP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR359833(NAD 83)
 CP0408_MARKER: DB = BENCH MARK DISK
 CP0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0408_STAMPING: 20V-42 1963
 CP0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0408+STABILITY: SURFACE MOTION
 CP0408
 CP0408  HISTORY     - Date     Condition        Report By
 CP0408  HISTORY     - 1963     MONUMENTED       MSHD
 CP0408  HISTORY     - 1977     GOOD             MSHD
 CP0408  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0408
 CP0408                          STATION DESCRIPTION
 CP0408
 CP0408'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0408'2 MI NW FROM BOLTON.
 CP0408'THE MARK IS LOCATED 2 MILES NORTHWEST OF BOLTON ON THE SOUTH RIGHT OF
 CP0408'WAY OF OLD HIGHWAY 80 ON THE SOUTH SIDE OF I-20, 1.6 MILES EAST OF AN
 CP0408'OVERPASS IN NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, T 6N, R
 CP0408'3W.  IT IS 151 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 CP0408'I-20, 76 FEET SOUTH-SOUTHEAST OF A POWER POLE, 31 FEET SOUTH OF THE
 CP0408'CENTER OF OLD HIGHWAY 80, 76 FEET SOUTH OF A RIGHT OF WAY FENCE, 1
 CP0408'FOOT NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE
 CP0408'TOP OF A SQUARE CONCRETE POST ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 CP0408'HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO REACH  FROM THE POST OFFICE
 CP0408'0.15 MILE WEST OF THE MAIN CROSSROAD IN BOLTON GO WEST ON OLD HIGHWAY
 CP0408'80 FOR 1.2 MILES TO THE MARK ON THE LEFT.
 CP0408
 CP0408                          STATION RECOVERY (1992)
 CP0408
 CP0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0408'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0407 ***********************************************************************
 CP0407  DESIGNATION -  20 V 43
 CP0407  PID         -  CP0407
 CP0407  STATE/COUNTY-  MS/HINDS
 CP0407  USGS QUAD   -  RAYMOND (1980)
 CP0407
 CP0407                         *CURRENT SURVEY CONTROL
 CP0407  ___________________________________________________________________
 CP0407* NAD 83(1986)-  32 21 42.     (N)    090 28 28.     (W)     SCALED    
 CP0407* NAVD 88     -        63.730  (meters)     209.09   (feet)  ADJUSTED  
 CP0407  ___________________________________________________________________
 CP0407  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0407  DYNAMIC HT  -          63.657 (meters)     208.85  (feet)  COMP
 CP0407  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CP0407
 CP0407  VERT ORDER  -  FIRST     CLASS I
 CP0407
 CP0407.The horizontal coordinates were scaled from a topographic map and have
 CP0407.an estimated accuracy of +/- 6 seconds.
 CP0407
 CP0407.The orthometric height was determined by differential leveling
 CP0407.and adjusted in June 1991.
 CP0407
 CP0407.The geoid height was determined by GEOID03.
 CP0407
 CP0407.The dynamic height is computed by dividing the NAVD 88
 CP0407.geopotential number by the normal gravity value computed on the
 CP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0407.degrees latitude (g = 980.6199 gals.).
 CP0407
 CP0407.The modeled gravity was interpolated from observed gravity values.
 CP0407
 CP0407;                    North         East    Units  Estimated Accuracy
 CP0407;SPC MS W     -   317,260.      686,720.      MT  (+/- 180 meters Scaled)
 CP0407
 CP0407                          SUPERSEDED SURVEY CONTROL
 CP0407
 CP0407  NGVD 29 (??/??/??)   63.750  (m)          209.15   (f) ADJUSTED    1 1
 CP0407
 CP0407.Superseded values are not recommended for survey control.
 CP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0407.See file dsdata.txt to determine how the superseded data were derived.
 CP0407
 CP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR376833(NAD 83)
 CP0407_MARKER: DD = SURVEY DISK
 CP0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0407_SP_SET: BRIDGE
 CP0407_STAMPING: 20V-43 1963
 CP0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0407
 CP0407  HISTORY     - Date     Condition        Report By
 CP0407  HISTORY     - 1963     MONUMENTED       MSHD
 CP0407  HISTORY     - 1977     GOOD             MSHD
 CP0407  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0407
 CP0407                          STATION DESCRIPTION
 CP0407
 CP0407'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0407'1.1 MI NW FROM BOLTON.
 CP0407'THE MARK IS LOCATED 1.1 MILES NORTHWEST OF BOLTON IN THE I-20 BRIDGE
 CP0407'FOR THE EAST BOUND LANE OF I-20 OVER FLEETWOOD CREEK IN THE SOUTHEAST
 CP0407'1/4 OF SECTION 14, T 6N, R 3W.  IT IS 15 FEET NORTH OF THE CENTER OF
 CP0407'THE EAST BOUND LANE OF I-20, 0.9 FEET SOUTH OF THE BRIDGE RAIL SET IN
 CP0407'A DRILL HOLE IN THE BASE OF THE CONCRETE RAIL DIRECTLY OVER THE NORTH
 CP0407'END OF THE EAST ABUTMENT OF THE BRIDGE AND IS ABOUT 6 INCHES ABOVE THE
 CP0407'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE MAIN CROSSROAD 0.15
 CP0407'MILE EAST OF THE POST OFFICE IN BOLTON GO NORTH ON BROWNSVILLE ROAD
 CP0407'FOR 0.95 MILE TO THE ENTRANCE RAMP FOR THE WEST BOUND LANE OF I-20.
 CP0407'TURN LEFT ONTO I-20 AND GO WEST FOR 0.65 MILE TO THE BRIDGE AND THE
 CP0407'MARK ON THE LEFT.
 CP0407
 CP0407                          STATION RECOVERY (1992)
 CP0407
 CP0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0407'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0406 ***********************************************************************
 CP0406  DESIGNATION -  20 V 44 RESET
 CP0406  PID         -  CP0406
 CP0406  STATE/COUNTY-  MS/HINDS
 CP0406  USGS QUAD   -  RAYMOND (1980)
 CP0406
 CP0406                         *CURRENT SURVEY CONTROL
 CP0406  ___________________________________________________________________
 CP0406* NAD 83(1986)-  32 21 36.     (N)    090 27 22.     (W)     SCALED    
 CP0406* NAVD 88     -        71.59   (+/-2cm)     234.9    (feet)  VERTCON   
 CP0406  ___________________________________________________________________
 CP0406  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0406  VERT ORDER  -  THIRD (See Below)
 CP0406
 CP0406.The horizontal coordinates were scaled from a topographic map and have
 CP0406.an estimated accuracy of +/- 6 seconds.
 CP0406
 CP0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0406.The vertical order pertains to the NGVD 29 superseded value.
 CP0406
 CP0406.The geoid height was determined by GEOID03.
 CP0406
 CP0406;                    North         East    Units  Estimated Accuracy
 CP0406;SPC MS W     -   317,070.      688,440.      MT  (+/- 180 meters Scaled)
 CP0406
 CP0406                          SUPERSEDED SURVEY CONTROL
 CP0406
 CP0406  NGVD 29 (08/12/04)   71.61   (m)          234.9    (f) RESET       3  
 CP0406
 CP0406.Superseded values are not recommended for survey control.
 CP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0406.See file dsdata.txt to determine how the superseded data were derived.
 CP0406
 CP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR393831(NAD 83)
 CP0406_MARKER: DD = SURVEY DISK
 CP0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0406_SP_SET: CULVERT
 CP0406_STAMPING: 20V-44 1963 RESET 1968
 CP0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0406
 CP0406  HISTORY     - Date     Condition        Report By
 CP0406  HISTORY     - 1968     MONUMENTED       MSHD
 CP0406  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0406
 CP0406                          STATION DESCRIPTION
 CP0406
 CP0406'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 CP0406'1.3 MI NE FROM BOLTON.
 CP0406'TO REACH FROM THE TRAFFIC LIGHT AT MADISON STREET AND OLD U.S. HIGHWAY
 CP0406'80 (AT THE POST OFFICE) IN BOLTON GO NORTH ON MADISON STREET FOR 0.8
 CP0406'MILE TO NEW U.S. HIGHWAY 80.  TURN RIGHT (EAST) ON U.S. HIGHWAY 80 FOR
 CP0406'0.5 MILE TO A 30 INCH CONCRETE CULVERT AND THE MARK ON THE RIGHT. THE
 CP0406'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE SOUTH
 CP0406'HEADWALL OF A CULVERT UNDER HIGHWAY 80.  IT IS 44 FEET SOUTH OF THE
 CP0406'CENTER LINE OF U.S. HIGHWAY 80 AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 CP0406'HIGHWAY.
 CP0406
 CP0406                          STATION RECOVERY (1977)
 CP0406
 CP0406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0399 ***********************************************************************
 CP0399  DESIGNATION -  20 V 45
 CP0399  PID         -  CP0399
 CP0399  STATE/COUNTY-  MS/HINDS
 CP0399  USGS QUAD   -  RAYMOND (1980)
 CP0399
 CP0399                         *CURRENT SURVEY CONTROL
 CP0399  ___________________________________________________________________
 CP0399* NAD 83(1986)-  32 21 27.     (N)    090 25 31.     (W)     SCALED    
 CP0399* NAVD 88     -        72.79   (+/-2cm)     238.8    (feet)  VERTCON   
 CP0399  ___________________________________________________________________
 CP0399  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0399
 CP0399.The horizontal coordinates were scaled from a topographic map and have
 CP0399.an estimated accuracy of +/- 6 seconds.
 CP0399
 CP0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0399.The vertical order pertains to the NGVD 29 superseded value.
 CP0399
 CP0399.The geoid height was determined by GEOID03.
 CP0399
 CP0399;                    North         East    Units  Estimated Accuracy
 CP0399;SPC MS W     -   316,790.      691,350.      MT  (+/- 180 meters Scaled)
 CP0399
 CP0399                          SUPERSEDED SURVEY CONTROL
 CP0399
 CP0399  NGVD 29 (??/??/92)   72.808  (m)          238.87   (f) ADJ UNCH    2 0
 CP0399
 CP0399.Superseded values are not recommended for survey control.
 CP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0399.See file dsdata.txt to determine how the superseded data were derived.
 CP0399
 CP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR422829(NAD 83)
 CP0399_MARKER: DD = SURVEY DISK
 CP0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0399_SP_SET: CULVERT
 CP0399_STAMPING: 20V-45 1963
 CP0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0399
 CP0399  HISTORY     - Date     Condition        Report By
 CP0399  HISTORY     - 1963     MONUMENTED       MSHD
 CP0399  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP0399
 CP0399                          STATION DESCRIPTION
 CP0399
 CP0399'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CP0399'5.95 MI W FROM CLINTON.
 CP0399'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT THE NORTH ENTRANCE TO
 CP0399'MISSISSIPPI COLLEGE IN CLINTON (COLLEGE AND MONROE STREETS) GO WEST ON
 CP0399'COLLEGE STREET 0.6 MILE TO NEW U.S. HIGHWAY 80, TURN RIGHT, GO WEST ON
 CP0399'HIGHWAY 80 FOR 5.35 MILES TO A CULVERT UNDER THE HIGHWAY AND THE MARK
 CP0399'ON THE RIGHT.  NOTE-- THIS MARK IS 2.35 MILES EAST OF THE BROWNSVILLE
 CP0399'ROAD AND HIGHWAY 80 INTERSECTION 0.75 MILE NORTH OF BOLTON. THE MARK
 CP0399'IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE WEST END
 CP0399'OF THE NORTH HEADWALL OF A 4 X 4 FT. CONCRETE BOX CULVERT UNDER NEW
 CP0399'U.S. HIGHWAY 80.  IT IS 75 FEET EAST OF A POWERLINE POLE, 50 FEET
 CP0399'NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A
 CP0399'RIGHT-OF-WAY FENCE AND 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CP0399
 CP0399                          STATION RECOVERY (1968)
 CP0399
 CP0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0400 ***********************************************************************
 CP0400  DESIGNATION -  20 V 45 RESET
 CP0400  PID         -  CP0400
 CP0400  STATE/COUNTY-  MS/HINDS
 CP0400  USGS QUAD   -  RAYMOND (1980)
 CP0400
 CP0400                         *CURRENT SURVEY CONTROL
 CP0400  ___________________________________________________________________
 CP0400* NAD 83(1986)-  32 21 27.     (N)    090 25 32.     (W)     SCALED    
 CP0400* NAVD 88     -        72.445  (meters)     237.68   (feet)  ADJUSTED  
 CP0400  ___________________________________________________________________
 CP0400  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0400  DYNAMIC HT  -          72.361 (meters)     237.40  (feet)  COMP
 CP0400  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CP0400
 CP0400  VERT ORDER  -  FIRST     CLASS I
 CP0400
 CP0400.The horizontal coordinates were scaled from a topographic map and have
 CP0400.an estimated accuracy of +/- 6 seconds.
 CP0400
 CP0400.The orthometric height was determined by differential leveling
 CP0400.and adjusted in June 1991.
 CP0400
 CP0400.The geoid height was determined by GEOID03.
 CP0400
 CP0400.The dynamic height is computed by dividing the NAVD 88
 CP0400.geopotential number by the normal gravity value computed on the
 CP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0400.degrees latitude (g = 980.6199 gals.).
 CP0400
 CP0400.The modeled gravity was interpolated from observed gravity values.
 CP0400
 CP0400;                    North         East    Units  Estimated Accuracy
 CP0400;SPC MS W     -   316,790.      691,320.      MT  (+/- 180 meters Scaled)
 CP0400
 CP0400                          SUPERSEDED SURVEY CONTROL
 CP0400
 CP0400  NGVD 29 (??/??/??)   72.461  (m)          237.73   (f) ADJUSTED    1 1
 CP0400
 CP0400.Superseded values are not recommended for survey control.
 CP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0400.See file dsdata.txt to determine how the superseded data were derived.
 CP0400
 CP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR422829(NAD 83)
 CP0400_MARKER: DD = SURVEY DISK
 CP0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0400_SP_SET: CULVERT
 CP0400_STAMPING: 20V-45 1963 BM RESET 1968
 CP0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0400
 CP0400  HISTORY     - Date     Condition        Report By
 CP0400  HISTORY     - 1968     MONUMENTED       BPR
 CP0400  HISTORY     - 1968     GOOD             NGS
 CP0400  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0400  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0400
 CP0400                          STATION DESCRIPTION
 CP0400
 CP0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0400'2.3 MI E FROM BOLTON.
 CP0400'ABOUT 2.3 MILES EAST ALONG OLD U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CP0400'BOLTON, 124 YARDS WEST OF THE CENTERLINE OF A GRAVELED CROSSOVER
 CP0400'BETWEEN THE OLD HIGHWAY AND NEW U.S. HIGHWAY 80, 114 FEET NORTH OF THE
 CP0400'CENTERLINE OF THE OLD HIGHWAY, 58 1/2 FEET SOUTH OF THE CENTERLINE OF
 CP0400'THE NEW HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 CP0400'HEADWALL OF A 4- X 4-FOOT CONCRETE BOX CULVERT UNDER THE NEW HIGHWAY,
 CP0400'1.0 FOOT WEST OF A METAL WITNESS POST, AND ABOUT 8 FEET BELOW THE
 CP0400'LEVEL OF THE NEW HIGHWAY.  SEC 17, T 6N, R 2W.
 CP0400
 CP0400                          STATION RECOVERY (1977)
 CP0400
 CP0400'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0400'MARK NOT FOUND.
 CP0400
 CP0400                          STATION RECOVERY (1992)
 CP0400
 CP0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0400'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0398 ***********************************************************************
 CP0398  DESIGNATION -  20 V 46
 CP0398  PID         -  CP0398
 CP0398  STATE/COUNTY-  MS/HINDS
 CP0398  USGS QUAD   -  RAYMOND (1980)
 CP0398
 CP0398                         *CURRENT SURVEY CONTROL
 CP0398  ___________________________________________________________________
 CP0398* NAD 83(1986)-  32 21 20.     (N)    090 24 35.     (W)     SCALED    
 CP0398* NAVD 88     -        82.178  (meters)     269.61   (feet)  ADJUSTED  
 CP0398  ___________________________________________________________________
 CP0398  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0398  DYNAMIC HT  -          82.084 (meters)     269.30  (feet)  COMP
 CP0398  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 CP0398
 CP0398  VERT ORDER  -  FIRST     CLASS II
 CP0398
 CP0398.The horizontal coordinates were scaled from a topographic map and have
 CP0398.an estimated accuracy of +/- 6 seconds.
 CP0398
 CP0398.The orthometric height was determined by differential leveling
 CP0398.and adjusted in July 1994.
 CP0398
 CP0398.The geoid height was determined by GEOID03.
 CP0398
 CP0398.The dynamic height is computed by dividing the NAVD 88
 CP0398.geopotential number by the normal gravity value computed on the
 CP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0398.degrees latitude (g = 980.6199 gals.).
 CP0398
 CP0398.The modeled gravity was interpolated from observed gravity values.
 CP0398
 CP0398;                    North         East    Units  Estimated Accuracy
 CP0398;SPC MS W     -   316,580.      692,810.      MT  (+/- 180 meters Scaled)
 CP0398
 CP0398                          SUPERSEDED SURVEY CONTROL
 CP0398
 CP0398  NAVD 88 (06/15/91)   82.226  (m)          269.77   (f) UNKNOWN     1 2
 CP0398  NGVD 29 (??/??/??)   82.242  (m)          269.82   (f) ADJUSTED    1 2
 CP0398
 CP0398.Superseded values are not recommended for survey control.
 CP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0398.See file dsdata.txt to determine how the superseded data were derived.
 CP0398
 CP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR437827(NAD 83)
 CP0398_MARKER: DD = SURVEY DISK
 CP0398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0398_SP_SET: ABUTMENT
 CP0398_STAMPING: 20 V-46 1963
 CP0398_MARK LOGO: MSHD  
 CP0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0398+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0398
 CP0398  HISTORY     - Date     Condition        Report By
 CP0398  HISTORY     - 1963     MONUMENTED       MSHD
 CP0398  HISTORY     - 1977     GOOD             MSHD
 CP0398  HISTORY     - 19920610 GOOD             NGS
 CP0398
 CP0398                          STATION DESCRIPTION
 CP0398
 CP0398'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0398'2.9 MI E FROM BOLTON.
 CP0398'THE MARK IS LOCATED 2.9 MILES EAST OF BOLTON IN THE CURVED PORTION OF
 CP0398'THE RAILING NEAR THE NORTHWEST CORNER OF THE I-20 EAST BOUND LANE
 CP0398'BRIDGE OVER THE I.C.G. RAILROAD TRACK, 4.8 MILES WEST-NORTHWEST OF
 CP0398'CLINTON, 1.7 MILES EAST OF NORTHSIDE DRIVE IN THE NORTHWEST 1/4 OF
 CP0398'SECTION 21, T 6N, R 2W.  IT IS 18 FEET NORTHEAST OF THE CENTER OF THE
 CP0398'EAST BOUND LANE OF I-20, 3 FEET EAST OF THE WEST END OF THE RAIL SET
 CP0398'IN A DRILL HOLE IN THE SOUTHWEST END OF THE BASE OF THE NORTHEAST
 CP0398'RAILING FOR THE CONCRETE BRIDGE AND IS ABOUT 8 INCHES ABOVE THE LEVEL
 CP0398'OF THE HIGHWAY.  NOTE-- TO REACH FROM THE MAIN CROSSROAD 0.15 MILE
 CP0398'EAST OF THE POST OFFICE IN BOLTON GO NORTH ON A BLACK TOP ROAD FOR 0.8
 CP0398'MILE TO THE ENTRANCE RAMP TO THE EAST BOUND LANE OF I-20.  TURN RIGHT
 CP0398'ONTO I-20 AND GO EAST FOR 3.25 MILES TO THE BRIDGE AND THE MARK ON THE
 CP0398'LEFT.
 CP0398
 CP0398                          STATION RECOVERY (1992)
 CP0398
 CP0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0398'15.4 KM (9.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0398'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, IN TOP OF AND 0.9
 CP0398'M (3.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 CP0398'THE EASTBOUND HIGHWAY OVERPASS OF THE ILLINOIS CENTRAL RAILROAD, 5.5
 CP0398'M (18.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 CP0398'HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0397 ***********************************************************************
 CP0397  DESIGNATION -  20 V 47
 CP0397  PID         -  CP0397
 CP0397  STATE/COUNTY-  MS/HINDS
 CP0397  USGS QUAD   -  RAYMOND (1980)
 CP0397
 CP0397                         *CURRENT SURVEY CONTROL
 CP0397  ___________________________________________________________________
 CP0397* NAD 83(1986)-  32 21 05.     (N)    090 23 36.     (W)     SCALED    
 CP0397* NAVD 88     -        83.527  (meters)     274.04   (feet)  ADJUSTED  
 CP0397  ___________________________________________________________________
 CP0397  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0397  DYNAMIC HT  -          83.431 (meters)     273.72  (feet)  COMP
 CP0397  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CP0397
 CP0397  VERT ORDER  -  FIRST     CLASS I
 CP0397
 CP0397.The horizontal coordinates were scaled from a topographic map and have
 CP0397.an estimated accuracy of +/- 6 seconds.
 CP0397
 CP0397.The orthometric height was determined by differential leveling
 CP0397.and adjusted in June 1991.
 CP0397
 CP0397.The geoid height was determined by GEOID03.
 CP0397
 CP0397.The dynamic height is computed by dividing the NAVD 88
 CP0397.geopotential number by the normal gravity value computed on the
 CP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0397.degrees latitude (g = 980.6199 gals.).
 CP0397
 CP0397.The modeled gravity was interpolated from observed gravity values.
 CP0397
 CP0397;                    North         East    Units  Estimated Accuracy
 CP0397;SPC MS W     -   316,110.      694,350.      MT  (+/- 180 meters Scaled)
 CP0397
 CP0397                          SUPERSEDED SURVEY CONTROL
 CP0397
 CP0397  NGVD 29 (??/??/??)   83.542  (m)          274.09   (f) ADJUSTED    1 1
 CP0397
 CP0397.Superseded values are not recommended for survey control.
 CP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0397.See file dsdata.txt to determine how the superseded data were derived.
 CP0397
 CP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR453823(NAD 83)
 CP0397_MARKER: DD = SURVEY DISK
 CP0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0397_SP_SET: CULVERT
 CP0397_STAMPING: 20V-47 1963
 CP0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0397
 CP0397  HISTORY     - Date     Condition        Report By
 CP0397  HISTORY     - 1963     MONUMENTED       BPR
 CP0397  HISTORY     - 1968     GOOD             NGS
 CP0397  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0397  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0397
 CP0397                          STATION DESCRIPTION
 CP0397
 CP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0397'4.15 MI W FROM CLINTON.
 CP0397'ABOUT 4.15 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SOUTH ENTRANCE TO
 CP0397'MISSISSIPPI COLLEGE AT CLINTON, OR ABOUT 2.3 MILES EAST ALONG OLD U.S.
 CP0397'HIGHWAY 80 FROM THE POST OFFICE AT BOLTON, THENCE 1.0 MILE EAST ALONG
 CP0397'U.S. HIGHWAY 80, THENCE 0.6 MILE EAST ALONG THE ILLINOIS CENTRAL
 CP0397'RAILROAD, THENCE 0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD, 169 FEET
 CP0397'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 55 FEET NORTH OF THE
 CP0397'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH
 CP0397'CONCRETE HEADWALL OF A 24-INCH TUBULAR CULVERT UNDER THE HIGHWAY, AND
 CP0397'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 22, T 6N, R 2W.
 CP0397
 CP0397                          STATION RECOVERY (1977)
 CP0397
 CP0397'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0397'MARK NOT FOUND.
 CP0397
 CP0397                          STATION RECOVERY (1992)
 CP0397
 CP0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0397'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0396 ***********************************************************************
 CP0396  DESIGNATION -  20 V 48
 CP0396  PID         -  CP0396
 CP0396  STATE/COUNTY-  MS/HINDS
 CP0396  USGS QUAD   -  RAYMOND (1980)
 CP0396
 CP0396                         *CURRENT SURVEY CONTROL
 CP0396  ___________________________________________________________________
 CP0396* NAD 83(1986)-  32 20 51.     (N)    090 22 36.     (W)     SCALED    
 CP0396* NAVD 88     -        92.976  (meters)     305.04   (feet)  ADJUSTED  
 CP0396  ___________________________________________________________________
 CP0396  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0396  DYNAMIC HT  -          92.869 (meters)     304.69  (feet)  COMP
 CP0396  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CP0396
 CP0396  VERT ORDER  -  FIRST     CLASS I
 CP0396
 CP0396.The horizontal coordinates were scaled from a topographic map and have
 CP0396.an estimated accuracy of +/- 6 seconds.
 CP0396
 CP0396.The orthometric height was determined by differential leveling
 CP0396.and adjusted in June 1991.
 CP0396
 CP0396.The geoid height was determined by GEOID03.
 CP0396
 CP0396.The dynamic height is computed by dividing the NAVD 88
 CP0396.geopotential number by the normal gravity value computed on the
 CP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0396.degrees latitude (g = 980.6199 gals.).
 CP0396
 CP0396.The modeled gravity was interpolated from observed gravity values.
 CP0396
 CP0396;                    North         East    Units  Estimated Accuracy
 CP0396;SPC MS W     -   315,680.      695,920.      MT  (+/- 180 meters Scaled)
 CP0396
 CP0396                          SUPERSEDED SURVEY CONTROL
 CP0396
 CP0396  NGVD 29 (??/??/??)   92.991  (m)          305.09   (f) ADJUSTED    1 1
 CP0396
 CP0396.Superseded values are not recommended for survey control.
 CP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0396.See file dsdata.txt to determine how the superseded data were derived.
 CP0396
 CP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR468819(NAD 83)
 CP0396_MARKER: DB = BENCH MARK DISK
 CP0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0396_SP_SET: CULVERT
 CP0396_STAMPING: 20V-48 1963
 CP0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0396
 CP0396  HISTORY     - Date     Condition        Report By
 CP0396  HISTORY     - 1963     MONUMENTED       BPR
 CP0396  HISTORY     - 1968     GOOD             NGS
 CP0396  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0396  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0396
 CP0396                          STATION DESCRIPTION
 CP0396
 CP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0396'3.05 MI W FROM CLINTON.
 CP0396'ABOUT 3.05 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SOUTH ENTRANCE TO
 CP0396'MISSISSIPPI COLLEGE AT CLINTON, 47 FEET SOUTH OF THE CENTERLINE OF THE
 CP0396'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL
 CP0396'OF A 36-INCH CONCRETE TUBULAR CULVERT UNDER THE HIGHWAY, 74 FEET NORTH
 CP0396'OF THE CENTERLINE OF OLD U.S. HIGHWAY 80, 195 FEET WEST OF A 30-INCH
 CP0396'OAK TREE LOCATED BETWEEN THE HIGHWAYS, ABOUT 6 FEET BELOW THE LEVEL OF
 CP0396'THE HIGHWAYS.  SEC 23, T 6N, R 2W.
 CP0396
 CP0396                          STATION RECOVERY (1977)
 CP0396
 CP0396'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0396'MARK NOT FOUND.
 CP0396
 CP0396                          STATION RECOVERY (1992)
 CP0396
 CP0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0396'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0391 ***********************************************************************
 CP0391  DESIGNATION -  20 V 49
 CP0391  PID         -  CP0391
 CP0391  STATE/COUNTY-  MS/HINDS
 CP0391  USGS QUAD   -  CLINTON (1980)
 CP0391
 CP0391                         *CURRENT SURVEY CONTROL
 CP0391  ___________________________________________________________________
 CP0391* NAD 83(1986)-  32 20 35.     (N)    090 21 38.     (W)     SCALED    
 CP0391* NAVD 88     -        91.057  (meters)     298.74   (feet)  ADJUSTED  
 CP0391  ___________________________________________________________________
 CP0391  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0391  DYNAMIC HT  -          90.952 (meters)     298.40  (feet)  COMP
 CP0391  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CP0391
 CP0391  VERT ORDER  -  FIRST     CLASS II
 CP0391
 CP0391.The horizontal coordinates were scaled from a topographic map and have
 CP0391.an estimated accuracy of +/- 6 seconds.
 CP0391
 CP0391.The orthometric height was determined by differential leveling
 CP0391.and adjusted in June 1991.
 CP0391
 CP0391.The geoid height was determined by GEOID03.
 CP0391
 CP0391.The dynamic height is computed by dividing the NAVD 88
 CP0391.geopotential number by the normal gravity value computed on the
 CP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0391.degrees latitude (g = 980.6199 gals.).
 CP0391
 CP0391.The modeled gravity was interpolated from observed gravity values.
 CP0391
 CP0391;                    North         East    Units  Estimated Accuracy
 CP0391;SPC MS W     -   315,190.      697,440.      MT  (+/- 180 meters Scaled)
 CP0391
 CP0391                          SUPERSEDED SURVEY CONTROL
 CP0391
 CP0391  NGVD 29 (??/??/??)   91.071  (m)          298.79   (f) ADJUSTED    1 2
 CP0391
 CP0391.Superseded values are not recommended for survey control.
 CP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0391.See file dsdata.txt to determine how the superseded data were derived.
 CP0391
 CP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR484815(NAD 83)
 CP0391_MARKER: DD = SURVEY DISK
 CP0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0391_SP_SET: CONCRETE POST
 CP0391_STAMPING: 20 V-49 1963
 CP0391_MARK LOGO: MSHD  
 CP0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0391+STABILITY: SURFACE MOTION
 CP0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0391+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0391
 CP0391  HISTORY     - Date     Condition        Report By
 CP0391  HISTORY     - 1963     MONUMENTED       MSHD
 CP0391  HISTORY     - 1977     GOOD             MSHD
 CP0391  HISTORY     - 19920610 GOOD             NGS
 CP0391  HISTORY     - 20080420 MARK NOT FOUND   MSSU
 CP0391
 CP0391                          STATION DESCRIPTION
 CP0391
 CP0391'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0391'1.8 MI W-NW FROM CLINTON.
 CP0391'THE MARK IS LOCATED 1.8 MILES WEST-NORTHWEST OF CLINTON IN THE
 CP0391'SOUTHWEST ANGLE OF THE JUNCTION OF A GRAVELED ROAD AND A FRONTAGE ROAD
 CP0391'ON THE SOUTH SIDE OF I-20, 0.4 MILE WEST OF THE NATCHEZ TRACE PARKWAY
 CP0391'OVERPASS, 0.2 MILE EAST OF THE PROJECTED CENTER OF INDUSTRIAL PARK
 CP0391'DRIVE, 0.35 MILE EAST OF THE JACKSON INTERNATIONAL SPEEDWAY IN THE
 CP0391'SOUTHWEST 1/4 OF SECTION 24, T 6N, R 2W.  IT IS 191 FEET SOUTH OF THE
 CP0391'CENTER OF THE EAST BOUND LANE OF I-20, 71 FEET SOUTH OF THE CENTER OF
 CP0391'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80) 49 FEET WEST OF THE CENTER OF
 CP0391'A GRAVELED ROAD, 124 FEET NORTHWEST OF A 30 INCH OAK, 101.5 FEET WEST
 CP0391'ACROSS THE GRAVELED ROAD FROM A FENCE CORNER, 5.5 FEET SOUTH OF A
 CP0391'POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 1.5 FEET SOUTH OF A
 CP0391'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1
 CP0391'FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 2 INCHES. NOTE-- TO
 CP0391'REACH FROM THE U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE STREET
 CP0391'FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET AND THE NORTH
 CP0391'ENTRANCE TO MISSISSIPPI COLLEGE.  TURN RIGHT AND GO WEST ON COLLEGE
 CP0391'STREET FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 CP0391'CLINTON-RAYMOND ROAD FOR 0.3 MILE TO THE JUNCTION OF A FRONTAGE ROAD
 CP0391'ON THE SOUTH SIDE OF I-20.  TURN RIGHT AND GO WEST ON THE FRONTAGE
 CP0391'ROAD FOR 1.3 MILES TO THE N.T.P. OVERPASS.  CONTINUE WEST ON THE
 CP0391'FRONTAGE ROAD FOR 0.5 MILE TO A SIDE ROAD AND THE MARK ON THE LEFT.
 CP0391
 CP0391                          STATION RECOVERY (1992)
 CP0391
 CP0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0391'10.5 KM (6.50 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0391'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 58.2 M (190.9 FT)
 CP0391'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 21.6 M
 CP0391'(70.9 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, 11.3 M (37.1 FT)
 CP0391'WEST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 5.0 M (16.4 FT)
 CP0391'WEST OF A WITNESS POST, 1.8 M (5.9 FT) SOUTH OF A UTILITY POLE WITH A
 CP0391'TRANSFORMER AND A GUY CABLE, AND THE MONUMENT IS RECESSED 0.08 M
 CP0391'(0.26 FT) BELOW THE GROUND SURFACE.
 CP0391
 CP0391                          STATION RECOVERY (2008)
 CP0391
 CP0391'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (ATB)
 CP0391'THE FRONTAGE ROAD TO THE NORTH OF THE MARKS POSITION HAS BEEN WIDENED
 CP0391'AS A PART OF THE CLINTON RAYMOND RD./I-20 BRIDGE PROJECT.  IT IS QUITE
 CP0391'POSSIBLE THAT THE MARK WAS BURIED OR PULLED DURING THE WIDENING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0390 ***********************************************************************
 CP0390  DESIGNATION -  20 V 50 RESET
 CP0390  PID         -  CP0390
 CP0390  STATE/COUNTY-  MS/HINDS
 CP0390  USGS QUAD   -  CLINTON (1980)
 CP0390
 CP0390                         *CURRENT SURVEY CONTROL
 CP0390  ___________________________________________________________________
 CP0390* NAD 83(1986)-  32 20 20.     (N)    090 20 44.     (W)     SCALED    
 CP0390* NAVD 88     -        99.89   (+/-2cm)     327.7    (feet)  VERTCON   
 CP0390  ___________________________________________________________________
 CP0390  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0390
 CP0390.The horizontal coordinates were scaled from a topographic map and have
 CP0390.an estimated accuracy of +/- 6 seconds.
 CP0390
 CP0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0390.The vertical order pertains to the NGVD 29 superseded value.
 CP0390
 CP0390.The geoid height was determined by GEOID03.
 CP0390
 CP0390;                    North         East    Units  Estimated Accuracy
 CP0390;SPC MS W     -   314,730.      698,850.      MT  (+/- 180 meters Scaled)
 CP0390
 CP0390                          SUPERSEDED SURVEY CONTROL
 CP0390
 CP0390  NGVD 29 (??/??/92)   99.910  (m)          327.79   (f) ADJ UNCH    2 0
 CP0390
 CP0390.Superseded values are not recommended for survey control.
 CP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0390.See file dsdata.txt to determine how the superseded data were derived.
 CP0390
 CP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR498810(NAD 83)
 CP0390_MARKER: DB = BENCH MARK DISK
 CP0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0390_STAMPING: 20V-50 RESET 1968
 CP0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0390+STABILITY: SURFACE MOTION
 CP0390
 CP0390  HISTORY     - Date     Condition        Report By
 CP0390  HISTORY     - 1968     MONUMENTED       CGS
 CP0390  HISTORY     - 1977     GOOD             MSHD
 CP0390  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0390
 CP0390                          STATION DESCRIPTION
 CP0390
 CP0390'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0390'1 MI W FROM CLINTON.
 CP0390'THE MARK IS LOCATED 1 MILE WEST OF CLINTON ON THE SOUTHWEST RIGHT OF
 CP0390'WAY OF THE FRONTAGE ROAD ON THE SOUTHWEST SIDE OF I-20, 0.5 MILE EAST
 CP0390'OF THE NATCHEZ TRACE PARKWAY IN THE NORTHWEST 1/4 OF SECTION 30, T 6N,
 CP0390'R 1W.  IT IS 95 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 CP0390'A GUY WIRE, 69.5 FEET SOUTHWEST OF THE CENTER OF A FRONTAGE ROAD, 59.5
 CP0390'FEET SOUTHWEST OF A POWER POLE, 67 FEET NORTH OF THE SOUTHWEST POST OF
 CP0390'A LARGE SIGN, 38 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD, 2
 CP0390'FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST
 CP0390'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 7 FEET ABOVE THE LEVEL
 CP0390'OF THE FRONTAGE ROAD AND PROJECTS 6 INCHES. NOTE-- TO REACH FROM THE
 CP0390'U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE STREET FOR 0.3 MILE TO
 CP0390'THE INTERSECTION OF COLLEGE STREET AND THE NORTH ENTRANCE TO
 CP0390'MISSISSIPPI COLLEGE. TURN RIGHT AND GO WEST ON COLLEGE STREET FOR 0.45
 CP0390'MILE TO A CROSSROAD. TURN LEFT AND GO SOUTHWEST ON CLINTON-RAYMOND
 CP0390'ROAD FOR 0.3 MILE TO THE JUNCTION OF A FRONTAGE ROAD. TURN RIGHT AND
 CP0390'GO NORTHWEST ON A FRONTAGE ROAD FOR 0.65 MILE TO A PRIVATE ROAD AND
 CP0390'THE MARK ON THE LEFT.
 CP0390
 CP0390                          STATION RECOVERY (1992)
 CP0390
 CP0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0390'THE HILL AT THE DESCRIBED LOCATION HAS BEEN LEVELED.  ASSUMED
 CP0390'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0388 ***********************************************************************
 CP0388  DESIGNATION -  20 V 51
 CP0388  PID         -  CP0388
 CP0388  STATE/COUNTY-  MS/HINDS
 CP0388  USGS QUAD   -  CLINTON (1980)
 CP0388
 CP0388                         *CURRENT SURVEY CONTROL
 CP0388  ___________________________________________________________________
 CP0388* NAD 83(1986)-  32 20 00.     (N)    090 20 01.     (W)     SCALED    
 CP0388* NAVD 88     -        92.628  (meters)     303.90   (feet)  ADJUSTED  
 CP0388  ___________________________________________________________________
 CP0388  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0388  DYNAMIC HT  -          92.521 (meters)     303.55  (feet)  COMP
 CP0388  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CP0388
 CP0388  VERT ORDER  -  FIRST     CLASS I
 CP0388
 CP0388.The horizontal coordinates were scaled from a topographic map and have
 CP0388.an estimated accuracy of +/- 6 seconds.
 CP0388
 CP0388.The orthometric height was determined by differential leveling
 CP0388.and adjusted in June 1991.
 CP0388
 CP0388.The geoid height was determined by GEOID03.
 CP0388
 CP0388.The dynamic height is computed by dividing the NAVD 88
 CP0388.geopotential number by the normal gravity value computed on the
 CP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0388.degrees latitude (g = 980.6199 gals.).
 CP0388
 CP0388.The modeled gravity was interpolated from observed gravity values.
 CP0388
 CP0388;                    North         East    Units  Estimated Accuracy
 CP0388;SPC MS W     -   314,110.      699,970.      MT  (+/- 180 meters Scaled)
 CP0388
 CP0388                          SUPERSEDED SURVEY CONTROL
 CP0388
 CP0388  NGVD 29 (??/??/??)   92.640  (m)          303.94   (f) ADJUSTED    1 1
 CP0388
 CP0388.Superseded values are not recommended for survey control.
 CP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0388.See file dsdata.txt to determine how the superseded data were derived.
 CP0388
 CP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR509805(NAD 83)
 CP0388_MARKER: DD = SURVEY DISK
 CP0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0388_STAMPING: 20V-51 1963
 CP0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0388+STABILITY: SURFACE MOTION
 CP0388
 CP0388  HISTORY     - Date     Condition        Report By
 CP0388  HISTORY     - 1963     MONUMENTED       MSHD
 CP0388  HISTORY     - 1977     GOOD             MSHD
 CP0388  HISTORY     - 20080426 MARK NOT FOUND   MSSU
 CP0388
 CP0388                          STATION DESCRIPTION
 CP0388
 CP0388'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0388'0.35 MI SSW FROM CLINTON.
 CP0388'THE MARK IS LOCATED 0.35 MILE SOUTH-SOUTHWEST OF CLINTON ON THE NORTH
 CP0388'SIDE OF AN ABANDONED ROAD WHICH IS THE EXTENSION OF OLD SPRING ROAD
 CP0388'ABOUT MIDWAY BETWEEN I-20 AND U.S. HIGHWAY 80 ABOUT 300 YARDS WEST OF
 CP0388'THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE IN THE SOUTHEAST 1/4 OF
 CP0388'SECTION 30, T 6N, R 1W.  IT IS 420 FEET WEST OF THE CENTER OF CAPITOL
 CP0388'STREET, 56.5 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 25 FEET
 CP0388'WEST OF THE PROJECTED CENTER OF A TRACK ROAD, 19 FEET NORTH OF THE
 CP0388'CENTER OF THE ABANDONED ROAD, 19 FEET SOUTH OF THE SOUTH EDGE OF A
 CP0388'DITCH, 11.5 FEET EAST OF A 24 INCH OAK, 3 FEET EAST OF AN 18 INCH OAK,
 CP0388'2 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0388'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND 2 INCHES
 CP0388'BELOW THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0388'CLINTON GO WEST ON LAWSON STREET FOR 0.15 MILE TO THE INTERSECTION OF
 CP0388'CAPITOL STREET.  TURN LEFT AND GO SOUTH ON CAPITOL STREET FOR 0.65
 CP0388'MILE TO THE END OF THE STREET AND A DRIVEWAY LEADING TO A LARGE BRICK
 CP0388'HOUSE STRAIGHT AHEAD.  TURN RIGHT AND GO WEST ON AN ABANDONED ROAD FOR
 CP0388'0.1 MILE TO THE MARK ON THE RIGHT.
 CP0388
 CP0388                          STATION RECOVERY (2008)
 CP0388
 CP0388'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008
 CP0388'I FOUND NOTHING ON THE SOCCER FIELD. NO SPRINKLERS OR ANYTHING THAT IT
 CP0388'COULD HAVE BEEN ON.  IT HAS CHANGED ALOT SINCE LAST FOUND.  THE
 CP0388'DIRECTIONS TOOK ME NOWHERE.  THE TREES WEREN'T EVEN THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0387 ***********************************************************************
 CP0387  DESIGNATION -  20 V 52 RESET
 CP0387  PID         -  CP0387
 CP0387  STATE/COUNTY-  MS/HINDS
 CP0387  USGS QUAD   -  CLINTON (1980)
 CP0387
 CP0387                         *CURRENT SURVEY CONTROL
 CP0387  ___________________________________________________________________
 CP0387* NAD 83(1986)-  32 19 37.     (N)    090 19 37.     (W)     SCALED    
 CP0387* NAVD 88     -       108.073  (meters)     354.57   (feet)  ADJUSTED  
 CP0387  ___________________________________________________________________
 CP0387  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0387  DYNAMIC HT  -         107.949 (meters)     354.16  (feet)  COMP
 CP0387  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CP0387
 CP0387  VERT ORDER  -  FIRST     CLASS I
 CP0387
 CP0387.The horizontal coordinates were scaled from a topographic map and have
 CP0387.an estimated accuracy of +/- 6 seconds.
 CP0387
 CP0387.The orthometric height was determined by differential leveling
 CP0387.and adjusted in June 1991.
 CP0387
 CP0387.The geoid height was determined by GEOID03.
 CP0387
 CP0387.The dynamic height is computed by dividing the NAVD 88
 CP0387.geopotential number by the normal gravity value computed on the
 CP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0387.degrees latitude (g = 980.6199 gals.).
 CP0387
 CP0387.The modeled gravity was interpolated from observed gravity values.
 CP0387
 CP0387;                    North         East    Units  Estimated Accuracy
 CP0387;SPC MS W     -   313,400.      700,600.      MT  (+/- 180 meters Scaled)
 CP0387
 CP0387                          SUPERSEDED SURVEY CONTROL
 CP0387
 CP0387  NGVD 29 (??/??/??)  108.086  (m)          354.61   (f) ADJUSTED    1 1
 CP0387
 CP0387.Superseded values are not recommended for survey control.
 CP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0387.See file dsdata.txt to determine how the superseded data were derived.
 CP0387
 CP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR516798(NAD 83)
 CP0387_MARKER: DD = SURVEY DISK
 CP0387_SETTING: 0 = UNSPECIFIED SETTING
 CP0387_STAMPING: BM 20V-52 RESET 1968
 CP0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0387
 CP0387  HISTORY     - Date     Condition        Report By
 CP0387  HISTORY     - 1968     MONUMENTED       MSHD
 CP0387  HISTORY     - 1977     GOOD             MSHD
 CP0387  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0387
 CP0387                          STATION DESCRIPTION
 CP0387
 CP0387'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0387'0.8 MI SSE FROM CLINTON.
 CP0387'TO REACH FROM THE U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE
 CP0387'STREET FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET AND THE
 CP0387'NORTH ENTRANCE TO MISSISSIPPI COLLEGE.  TURN LEFT AND GO EAST ON
 CP0387'COLLEGE STREET FOR 0.1 MILE TO THE INTERSECTION OF PROSPECT STREET.
 CP0387'TURN RIGHT AND GO SOUTH ON PROSPECT STREET FOR 0.3 MILE TO THE
 CP0387'INTERSECTION OF U.S. HIGHWAY 80.  CONTINUE SOUTH ON SPRING RIDGE ROAD
 CP0387'FOR 0.45 MILE TO THE BRIDGE OVER I-20 AND THE MARK ON THE RIGHT.
 CP0387
 CP0387                          STATION RECOVERY (1992)
 CP0387
 CP0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0387'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 CP0387'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3421 ***********************************************************************
 CP3421  DESIGNATION -  20 V 52 RESET
 CP3421  PID         -  CP3421
 CP3421  STATE/COUNTY-  MS/HINDS
 CP3421  USGS QUAD   -  CLINTON (1980)
 CP3421
 CP3421                         *CURRENT SURVEY CONTROL
 CP3421  ___________________________________________________________________
 CP3421* NAD 83(1986)-  32 19 39.     (N)    090 19 32.     (W)     SCALED    
 CP3421* NAVD 88     -       108.219  (meters)     355.05   (feet)  ADJUSTED  
 CP3421  ___________________________________________________________________
 CP3421  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP3421  DYNAMIC HT  -         108.095 (meters)     354.64  (feet)  COMP
 CP3421  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CP3421
 CP3421  VERT ORDER  -  FIRST     CLASS II
 CP3421
 CP3421.The horizontal coordinates were scaled from a topographic map and have
 CP3421.an estimated accuracy of +/- 6 seconds.
 CP3421
 CP3421.The orthometric height was determined by differential leveling
 CP3421.and adjusted in July 1994.
 CP3421
 CP3421.The geoid height was determined by GEOID03.
 CP3421
 CP3421.The dynamic height is computed by dividing the NAVD 88
 CP3421.geopotential number by the normal gravity value computed on the
 CP3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3421.degrees latitude (g = 980.6199 gals.).
 CP3421
 CP3421.The modeled gravity was interpolated from observed gravity values.
 CP3421
 CP3421;                    North         East    Units  Estimated Accuracy
 CP3421;SPC MS W     -   313,460.      700,730.      MT  (+/- 180 meters Scaled)
 CP3421
 CP3421                          SUPERSEDED SURVEY CONTROL
 CP3421
 CP3421.No superseded survey control is available for this station.
 CP3421
 CP3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR517798(NAD 83)
 CP3421_MARKER: DV = VERTICAL CONTROL DISK
 CP3421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3421_SP_SET: ABUTMENT
 CP3421_STAMPING: 20 V 52 RESET 1990
 CP3421_MARK LOGO: NGS   
 CP3421_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3421+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP3421
 CP3421  HISTORY     - Date     Condition        Report By
 CP3421  HISTORY     - 1990     MONUMENTED       MSHD
 CP3421  HISTORY     - 19920610 GOOD             NGS
 CP3421
 CP3421                          STATION DESCRIPTION
 CP3421
 CP3421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3421'6.7 KM (4.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3421'JUNCTION OF STATE HIGHWAY 18 (EXIT 5) IN JACKSON, IN TOP OF AND 0.2 M
 CP3421'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTH CONCRETE
 CP3421'ABUTMENT OF THE SPRING RIDGE ROAD OVERPASS OF THE HIGHWAY, 9.4 M
 CP3421'(30.8 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, AND
 CP3421'1.4 M (4.6 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0385 ***********************************************************************
 CP0385  DESIGNATION -  20 V 53
 CP0385  PID         -  CP0385
 CP0385  STATE/COUNTY-  MS/HINDS
 CP0385  USGS QUAD   -  CLINTON (1980)
 CP0385
 CP0385                         *CURRENT SURVEY CONTROL
 CP0385  ___________________________________________________________________
 CP0385* NAD 83(1986)-  32 19 12.     (N)    090 18 45.     (W)     SCALED    
 CP0385* NAVD 88     -        93.282  (meters)     306.04   (feet)  ADJUSTED  
 CP0385  ___________________________________________________________________
 CP0385  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0385  DYNAMIC HT  -          93.174 (meters)     305.69  (feet)  COMP
 CP0385  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CP0385
 CP0385  VERT ORDER  -  FIRST     CLASS II
 CP0385
 CP0385.The horizontal coordinates were scaled from a topographic map and have
 CP0385.an estimated accuracy of +/- 6 seconds.
 CP0385
 CP0385.The orthometric height was determined by differential leveling
 CP0385.and adjusted in July 1994.
 CP0385
 CP0385.The geoid height was determined by GEOID03.
 CP0385
 CP0385.The dynamic height is computed by dividing the NAVD 88
 CP0385.geopotential number by the normal gravity value computed on the
 CP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0385.degrees latitude (g = 980.6199 gals.).
 CP0385
 CP0385.The modeled gravity was interpolated from observed gravity values.
 CP0385
 CP0385;                    North         East    Units  Estimated Accuracy
 CP0385;SPC MS W     -   312,630.      701,960.      MT  (+/- 180 meters Scaled)
 CP0385
 CP0385                          SUPERSEDED SURVEY CONTROL
 CP0385
 CP0385  NGVD 29 (??/??/92)   93.324  (m)          306.18   (f) ADJ UNCH    1 2
 CP0385
 CP0385.Superseded values are not recommended for survey control.
 CP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0385.See file dsdata.txt to determine how the superseded data were derived.
 CP0385
 CP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR530790(NAD 83)
 CP0385_MARKER: DD = SURVEY DISK
 CP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0385_SP_SET: CONCRETE POST
 CP0385_STAMPING: 20 V-53 1963
 CP0385_MARK LOGO: MSHD  
 CP0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0385+STABILITY: SURFACE MOTION
 CP0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0385+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0385
 CP0385  HISTORY     - Date     Condition        Report By
 CP0385  HISTORY     - 1963     MONUMENTED       MSHD
 CP0385  HISTORY     - 1977     GOOD             MSHD
 CP0385  HISTORY     - 19920610 GOOD             NGS
 CP0385  HISTORY     - 20080412 MARK NOT FOUND   MSSU
 CP0385
 CP0385                          STATION DESCRIPTION
 CP0385
 CP0385'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0385'1.6 MI SE FROM CLINTON.
 CP0385'THE MARK IS LOCATED 1.6 MILES SOUTHEAST OF CLINTON JUST NORTH OF THE
 CP0385'I-20 RIGHT-OF-WAY FENCE.  THE 1968 LOCAL MEASUREMENTS ARE CORRECT.
 CP0385'SOME ADDITIONAL MEASUREMENTS WERE TAKEN AT THIS TIME.  IT IS 44.5 FEET
 CP0385'NORTH OF A CYLCONE FENCE, 8 FEET EAST OF A FENCE CORNER AND 2 FEET
 CP0385'NORTH OF A FENCE.  NOTE-- TO REACH FROM THE U.S. HIGHWAY POST OFFICE
 CP0385'IN CLINTON GO SOUTH ON MONROE STREET FOR 0.3 MILE TO THE INTERSECTION
 CP0385'OF COLLEGE STREET AND THE NORTH ENTRANCE TO MISSISSIPPI COLLEGE. TURN
 CP0385'LEFT AND GO EAST ON COLLEGE STREET FOR 0.8 MILE TO A SIDE ROAD RIGHT
 CP0385'JUST BEYOND A FORK.  TURN RIGHT AND GO SOUTH ON MOUNT SALAS DRIVE FOR
 CP0385'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 80. CONTINUE SOUTH ON
 CP0385'MOUNT SALAS DRIVE FOR 0.35 MILE TO A CROSSROAD. CONTINUE SOUTH ON A
 CP0385'GRAVELED ROAD FOR 0.75 MILE TO THE END OF THE ROAD AT THE I-20 FENCE
 CP0385'AND THE MARK ON THE LEFT.
 CP0385
 CP0385                          STATION RECOVERY (1992)
 CP0385
 CP0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0385'5.3 KM (3.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0385'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 128.0 M
 CP0385'(419.9 FT) SOUTHEAST OF A SIGN (LODGING EXIT 36), 52.2 M (171.3 FT)
 CP0385'NORTHEAST OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 30.0 M
 CP0385'(98.4 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, 21.3 M
 CP0385'(69.9 FT) NORTHEAST OF A CHAIN-LINK FENCE, 1.5 M (4.9 FT) ABOVE THE
 CP0385'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 CP0385'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CP0385
 CP0385                          STATION RECOVERY (2008)
 CP0385
 CP0385'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (AG)
 CP0385'I LOOKED FOR THE POINT WHERE THE LAST DESCRIPTION SAID IT WAS LOCATED.
 CP0385'THERE IS A LARGE CHURCH PARKING LOT IN THAT LOCATION WITH A 3 LANE
 CP0385'ROAD RUNNING ALONG THE INTERSTATE FENCE, WHERE THE MARKER WAS LOCATED
 CP0385'IN THE PAST. I ASSUME THAT THE MARKER WAS KNOCKED OUT DURING THE
 CP0385'CONSTRUCTION OF THE CHURCH/PARKING LOT/ROAD, SINCE THESE WERE
 CP0385'CONSTRUCTED AFTER THE MARKER WAS LAST RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0378 ***********************************************************************
 CP0378  DESIGNATION -  20 V 54
 CP0378  PID         -  CP0378
 CP0378  STATE/COUNTY-  MS/HINDS
 CP0378  USGS QUAD   -  CLINTON (1980)
 CP0378
 CP0378                         *CURRENT SURVEY CONTROL
 CP0378  ___________________________________________________________________
 CP0378* NAD 83(1986)-  32 18 36.     (N)    090 17 53.     (W)     SCALED    
 CP0378* NAVD 88     -        98.00   (+/-2cm)     321.5    (feet)  VERTCON   
 CP0378  ___________________________________________________________________
 CP0378  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0378
 CP0378.The horizontal coordinates were scaled from a topographic map and have
 CP0378.an estimated accuracy of +/- 6 seconds.
 CP0378
 CP0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0378.The vertical order pertains to the NGVD 29 superseded value.
 CP0378
 CP0378.The geoid height was determined by GEOID03.
 CP0378
 CP0378;                    North         East    Units  Estimated Accuracy
 CP0378;SPC MS W     -   311,520.      703,320.      MT  (+/- 180 meters Scaled)
 CP0378
 CP0378                          SUPERSEDED SURVEY CONTROL
 CP0378
 CP0378  NGVD 29 (??/??/92)   98.015  (m)          321.57   (f) ADJ UNCH    2 0
 CP0378
 CP0378.Superseded values are not recommended for survey control.
 CP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0378.See file dsdata.txt to determine how the superseded data were derived.
 CP0378
 CP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR543780(NAD 83)
 CP0378_MARKER: DD = SURVEY DISK
 CP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0378_STAMPING: 20V-54 1963
 CP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0378+STABILITY: SURFACE MOTION
 CP0378
 CP0378  HISTORY     - Date     Condition        Report By
 CP0378  HISTORY     - 1963     MONUMENTED       MSHD
 CP0378  HISTORY     - 1968     GOOD             MSHD
 CP0378
 CP0378                          STATION DESCRIPTION
 CP0378
 CP0378'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 CP0378'2.4 MI NW FROM VAN WINKLE.
 CP0378'THE MARK IS LOCATED 2.4 MILES NW OF THE APPROXIMATE CENTER OF VAN
 CP0378'WINKLE 2.6 MILES SE OF CLINTON APPROXIMATELY 400 FEET SOUTH OF I-20 IN
 CP0378'THE NE 1/4 OF SECTION 4, T 5N, R 1W AND ON PROPERTY OF THE WATERWAYS
 CP0378'EXPERIMENT STATION (USE).  IT IS 168 FEET W OF THE CENTER OF A
 CP0378'GRAVELED ROAD, 145 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 7 FEET
 CP0378'NORTH OF A 50 INCH OAK, 5 FEET SOUTH OF A 14 INCH ELM, 294 FEET SW OF
 CP0378'THE CENTER OF A FRONTAGE ROAD, 1 FOOT EAST OF A METAL WITNESS POST,
 CP0378'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CP0378'NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE IN
 CP0378'CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 3.1 MILES TO A SIDE ROAD RIGHT.
 CP0378'TURN RIGHT (SOUTH) AND CONTINUE ON WIGGINS ROAD FOR 1.1 MILES TO THE
 CP0378'CROSSING OF I-20.  CONTINUE SOUTH ON WIGGINS ROAD FOR 0.1 MILE TO A
 CP0378'SIDE ROAD RIGHT.  TURN RIGHT (W) AND CONTINUE ON FAIRCHILD STREET FOR
 CP0378'0.2 MILE TO A SHARP CURVE RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON
 CP0378'WALLACE STREET FOR 0.25 MILE TO A SHARP CURVE LEFT. TURN LEFT
 CP0378'(NORTHWEST) AND CONTINUE ON A FRONTAGE ROAD PARALLELING I-20 ON THE
 CP0378'SOUTH SIDE FOR 0.8 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0377 ***********************************************************************
 CP0377  DESIGNATION -  20 V 55
 CP0377  PID         -  CP0377
 CP0377  STATE/COUNTY-  MS/HINDS
 CP0377  USGS QUAD   -  CLINTON (1980)
 CP0377
 CP0377                         *CURRENT SURVEY CONTROL
 CP0377  ___________________________________________________________________
 CP0377* NAD 83(1986)-  32 18 01.     (N)    090 16 57.     (W)     SCALED    
 CP0377* NAVD 88     -       116.606  (meters)     382.56   (feet)  ADJUSTED  
 CP0377  ___________________________________________________________________
 CP0377  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP0377  DYNAMIC HT  -         116.472 (meters)     382.13  (feet)  COMP
 CP0377  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CP0377
 CP0377  VERT ORDER  -  FIRST     CLASS II
 CP0377
 CP0377.The horizontal coordinates were scaled from a topographic map and have
 CP0377.an estimated accuracy of +/- 6 seconds.
 CP0377
 CP0377.The orthometric height was determined by differential leveling
 CP0377.and adjusted in July 1994.
 CP0377
 CP0377.The geoid height was determined by GEOID03.
 CP0377
 CP0377.The dynamic height is computed by dividing the NAVD 88
 CP0377.geopotential number by the normal gravity value computed on the
 CP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0377.degrees latitude (g = 980.6199 gals.).
 CP0377
 CP0377.The modeled gravity was interpolated from observed gravity values.
 CP0377
 CP0377;                    North         East    Units  Estimated Accuracy
 CP0377;SPC MS W     -   310,450.      704,790.      MT  (+/- 180 meters Scaled)
 CP0377
 CP0377                          SUPERSEDED SURVEY CONTROL
 CP0377
 CP0377  NGVD 29 (??/??/92)  116.616  (m)          382.60   (f) ADJ UNCH    1 2
 CP0377
 CP0377.Superseded values are not recommended for survey control.
 CP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0377.See file dsdata.txt to determine how the superseded data were derived.
 CP0377
 CP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR558769(NAD 83)
 CP0377_MARKER: DD = SURVEY DISK
 CP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0377_SP_SET: CONCRETE POST
 CP0377_STAMPING: 20 V-55 1963
 CP0377_MARK LOGO: MSHD  
 CP0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0377+STABILITY: SURFACE MOTION
 CP0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0377+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP0377
 CP0377  HISTORY     - Date     Condition        Report By
 CP0377  HISTORY     - 1963     MONUMENTED       MSHD
 CP0377  HISTORY     - 1977     GOOD             MSHD
 CP0377  HISTORY     - 19920611 GOOD             NGS
 CP0377
 CP0377                          STATION DESCRIPTION
 CP0377
 CP0377'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0377'3.7 MI SE FROM CLINTON.
 CP0377'THE MARK IS LOCATED 3.7 MILES SOUTHEAST OF CLINTON IN THE NORTHEAST
 CP0377'ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK AND WIGGINS ROAD
 CP0377'AND THE SOUTHEAST ANGLE OF THE JUNCTION OF LYNCH STREET, 5.5 MILES
 CP0377'WEST OF THE CENTER OF DOWNTOWN JACKSON IN THE SOUTHEAST 1/4 OF SECTION
 CP0377'3, T 5N, R 1W.  IT IS 81 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CP0377'CROSSING, 74 FEET EAST OF THE CENTER OF WIGGINS ROAD, 61 FEET SOUTH OF
 CP0377'THE CENTER OF LYNCH STREET, 16 FEET EAST OF THE PROJECTED PLANE OF THE
 CP0377'WEST WALL OF GARRETTS GROCERY, 13 FEET NORTHWEST OF THE NORTHWEST
 CP0377'RAIL, 1.5 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0377'SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND IS
 CP0377'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF STATE
 CP0377'HIGHWAY 18 AND U.S. HIGHWAY 80 (0.5 MILE NORTHWEST OF THE I-220
 CP0377'OVERPASS) GO NORTHWEST ON U.S. HIGHWAY 80 FOR 1.9 MILES TO THE
 CP0377'JUNCTION OF WIGGINS ROAD.  TURN LEFT AND GO SOUTH ON WIGGINS ROAD FOR
 CP0377'1.25 MILES TO THE RAILROAD CROSSING AND THE MARK ON THE LEFT (0.15
 CP0377'MILE BEYOND THE CROSSING OF I-20).
 CP0377
 CP0377                          STATION RECOVERY (1992)
 CP0377
 CP0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0377'0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 CP0377'INTERSTATE HIGHWAY 20 (EXIT 40) IN JACKSON, THENCE 2.1 KM (1.30 MI)
 CP0377'WESTERLY ALONG JOHN R LYNCH STREET, 22.6 M (74.1 FT) EAST OF THE
 CP0377'CENTERLINE OF WIGGINS ROAD, 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE
 CP0377'OF THE STREET, 3.9 M (12.8 FT) NORTH OF THE NEAR RAIL OF THE ILLINOIS
 CP0377'CENTRAL RAILROAD, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, 0.4 M
 CP0377'(1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 CP0377'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0376 ***********************************************************************
 CP0376  DESIGNATION -  20 V 56 RESET
 CP0376  PID         -  CP0376
 CP0376  STATE/COUNTY-  MS/HINDS
 CP0376  USGS QUAD   -  CLINTON (1980)
 CP0376
 CP0376                         *CURRENT SURVEY CONTROL
 CP0376  ___________________________________________________________________
 CP0376* NAD 83(1986)-  32 17 39.     (N)    090 15 52.     (W)     SCALED    
 CP0376* NAVD 88     -       119.80   (+/-2cm)     393.0    (feet)  VERTCON   
 CP0376  ___________________________________________________________________
 CP0376  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0376
 CP0376.The horizontal coordinates were scaled from a topographic map and have
 CP0376.an estimated accuracy of +/- 6 seconds.
 CP0376
 CP0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0376.The vertical order pertains to the NGVD 29 superseded value.
 CP0376
 CP0376.The geoid height was determined by GEOID03.
 CP0376
 CP0376;                    North         East    Units  Estimated Accuracy
 CP0376;SPC MS W     -   309,770.      706,490.      MT  (+/- 180 meters Scaled)
 CP0376
 CP0376                          SUPERSEDED SURVEY CONTROL
 CP0376
 CP0376  NGVD 29 (??/??/92)  119.828  (m)          393.14   (f) ADJ UNCH    2 0
 CP0376
 CP0376.Superseded values are not recommended for survey control.
 CP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0376.See file dsdata.txt to determine how the superseded data were derived.
 CP0376
 CP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR576763(NAD 83)
 CP0376_MARKER: DD = SURVEY DISK
 CP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0376_STAMPING: BM 20V-56 RESET 1968
 CP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0376+STABILITY: SURFACE MOTION
 CP0376
 CP0376  HISTORY     - Date     Condition        Report By
 CP0376  HISTORY     - 1968     MONUMENTED       MSHD
 CP0376  HISTORY     - 1978     MARK NOT FOUND   MSHD
 CP0376  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0376
 CP0376                          STATION DESCRIPTION
 CP0376
 CP0376'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 CP0376'0.6 MI SW FROM VAN WINKLE.
 CP0376'THE MARK IS LOCATED 0.6 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 CP0376'VAN WINKLE ON THE SOUTH RIGHT-OF-WAY OF I-20 IN THE NORTHEAST 1/4 OF
 CP0376'SECTION 11, T 5N, R 1W.  IT IS 120 FEET SOUTHWEST OF AN EXIT RAMP FOR
 CP0376'I-20, 241 FEET SOUTHWEST OF THE CENTER OF THE SOUTH LANE FOR I-20, 46
 CP0376'FEET NORTH NORTHEAST OF A 14 INCH PINE, 35 FEET NORTHWEST OF A 16 INCH
 CP0376'PINE, 46 FEET EAST OF A 10 INCH OAK ACTING AS A FENCE CORNER, 9 FEET
 CP0376'NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 1 FOOT
 CP0376'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 CP0376'CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE RAMP AND PROJECTS 5
 CP0376'INCHES.  NOTE-- TO REACH FROM A Y INTERSECTION NEAR THE SOUTHWEST
 CP0376'CORNER OF HINDS GENERAL HOSPITAL GO WEST ON A WIDE BLACKTOP STREET FOR
 CP0376'0.35 MILE TO THE INTERSECTION OF ROBINSON STREET.  TURN RIGHT (NORTH)
 CP0376'AND CONTINUE ON ROBINSON STREET FOR 0.25 MILE TO I-20. CONTINUE NORTH
 CP0376'ON ROBINSON STREET FOR 0.35 MILE TO A SIDE STREET LEFT. TURN LEFT
 CP0376'(WEST) AND CONTINUE ON A BLACKTOP STREET FOR 0.05 MILE TO THE
 CP0376'INTERSECTION OF MISSISSIPPI HIGHWAY 18.  TURN LEFT (SOUTHWEST) AND
 CP0376'CONTINUE ON MISSISSIPPI HIGHWAY 18 FOR 0.15 MILE TO AN EXIT RAMP
 CP0376'LEADING TO I-20 ON THE RIGHT.  TURN RIGHT (WEST) AND CONTINUE ON THE
 CP0376'RAMP FOR 0.2 MILE TO THE JUNCTION OF I-20.  THE MARK IS LOCATED
 CP0376'SOUTHEAST OF THIS POINT ON A BANK SOUTHWEST OF AN EXIT RAMP LEADING TO
 CP0376'MISSISSIPPI HIGHWAY 18.
 CP0376
 CP0376                          STATION RECOVERY (1978)
 CP0376
 CP0376'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0376'MARK NOT FOUND.
 CP0376
 CP0376                          STATION RECOVERY (1992)
 CP0376
 CP0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0376'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0374 ***********************************************************************
 CP0374  DESIGNATION -  20 V 57 RESET
 CP0374  PID         -  CP0374
 CP0374  STATE/COUNTY-  MS/HINDS
 CP0374  USGS QUAD   -  CLINTON (1980)
 CP0374
 CP0374                         *CURRENT SURVEY CONTROL
 CP0374  ___________________________________________________________________
 CP0374* NAD 83(1986)-  32 17 36.     (N)    090 15 01.     (W)     SCALED    
 CP0374* NAVD 88     -       111.03   (+/-2cm)     364.3    (feet)  VERTCON   
 CP0374  ___________________________________________________________________
 CP0374  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0374
 CP0374.The horizontal coordinates were scaled from a topographic map and have
 CP0374.an estimated accuracy of +/- 6 seconds.
 CP0374
 CP0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0374.The vertical order pertains to the NGVD 29 superseded value.
 CP0374
 CP0374.The geoid height was determined by GEOID03.
 CP0374
 CP0374;                    North         East    Units  Estimated Accuracy
 CP0374;SPC MS W     -   309,680.      707,820.      MT  (+/- 180 meters Scaled)
 CP0374
 CP0374                          SUPERSEDED SURVEY CONTROL
 CP0374
 CP0374  NGVD 29 (??/??/92)  111.057  (m)          364.36   (f) ADJ UNCH    2 0
 CP0374
 CP0374.Superseded values are not recommended for survey control.
 CP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0374.See file dsdata.txt to determine how the superseded data were derived.
 CP0374
 CP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR589762(NAD 83)
 CP0374_MARKER: DD = SURVEY DISK
 CP0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0374_SP_SET: FOOTING
 CP0374_STAMPING: BM 20V-57 RESET 1968
 CP0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0374
 CP0374  HISTORY     - Date     Condition        Report By
 CP0374  HISTORY     - 1968     MONUMENTED       MSHD
 CP0374  HISTORY     - 1977     GOOD             MSHD
 CP0374
 CP0374                          STATION DESCRIPTION
 CP0374
 CP0374'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0374'3.9 MI WSW FROM JACKSON.
 CP0374'THE MARK IS LOCATED 3.9 MILES WEST-SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0374'JACKSON IN THE NORTHEAST BASE OF A 4 LEGGED STEEL HIGH POWER LINE
 CP0374'TOWER IN BETWEEN A RAMP FOR I-220 AND YARBRO STREET (3RD TOWER SOUTH
 CP0374'OF LYNCH STREET) IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
 CP0374'12, T 5N, R 1W.  IT IS 139 FEET NORTHWEST OF THE CENTER OF A RAMP FOR
 CP0374'I-220, 106 FEET SOUTHEAST OF THE CENTER OF YARBRO STREET, 41.5 FEET
 CP0374'NORTHWEST OF THE END OF A CYCLONE FENCE SET IN A DRILL HOLE NEAR THE
 CP0374'CENTER OF THE SOUTHEAST SIDE OF THE NORTHEAST CONCRETE FOOTING FOR THE
 CP0374'TOWER ABOUT 6 FEET BELOW THE LEVEL OF THE RAMP AND IS ABOUT 2 1/2 FEET
 CP0374'ABOVE THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 CP0374'18 AND U.S. HIGHWAY 80 (0.5 MILE NORTHWEST OF THE I-220 OVERPASS) IN
 CP0374'JACKSON GO SOUTHWEST ON STATE HIGHWAY 18 FOR 0.5 MILE TO A SIDE STREET
 CP0374'RIGHT JUST BEFORE REACHING A BRIDGE.  TURN RIGHT AND GO WEST ON A
 CP0374'PAVED ROAD FOR ABOUT 100 YARDS TO A T INTERSECTION. TURN LEFT AND GO
 CP0374'SOUTH ON MORSON ROAD FOR ABOUT 50 YARDS TO ANOTHER T INTERSECTION.
 CP0374'TURN LEFT AND GO EAST ON LYNCH STREET FOR 0.75 MILE TO A SIDE ROAD
 CP0374'RIGHT JUST BEFORE REACHING I-220. TURN RIGHT AND GO SOUTH ON YARBRO
 CP0374'STREET FOR 0.3 MILE TO A SHARP CURVE RIGHT AND THE TOWER AND THE MARK
 CP0374'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0372 ***********************************************************************
 CP0372  DESIGNATION -  20 V 58 RESET
 CP0372  PID         -  CP0372
 CP0372  STATE/COUNTY-  MS/HINDS
 CP0372  USGS QUAD   -  JACKSON (1998)
 CP0372
 CP0372                         *CURRENT SURVEY CONTROL
 CP0372  ___________________________________________________________________
 CP0372* NAD 83(1986)-  32 17 32.     (N)    090 14 23.     (W)     SCALED    
 CP0372* NAVD 88     -       107.89   (+/-2cm)     354.0    (feet)  VERTCON   
 CP0372  ___________________________________________________________________
 CP0372  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP0372  VERT ORDER  -  THIRD (See Below)
 CP0372
 CP0372.The horizontal coordinates were scaled from a topographic map and have
 CP0372.an estimated accuracy of +/- 6 seconds.
 CP0372
 CP0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0372.The vertical order pertains to the NGVD 29 superseded value.
 CP0372
 CP0372.The geoid height was determined by GEOID03.
 CP0372
 CP0372;                    North         East    Units  Estimated Accuracy
 CP0372;SPC MS W     -   309,560.      708,820.      MT  (+/- 180 meters Scaled)
 CP0372
 CP0372                          SUPERSEDED SURVEY CONTROL
 CP0372
 CP0372  NGVD 29 (08/12/04)  107.92   (m)          354.1    (f) RESET       3  
 CP0372
 CP0372.Superseded values are not recommended for survey control.
 CP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0372.See file dsdata.txt to determine how the superseded data were derived.
 CP0372
 CP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR599761(NAD 83)
 CP0372_MARKER: DD = SURVEY DISK
 CP0372_SETTING: 0 = UNSPECIFIED SETTING
 CP0372_STAMPING: 20V 58 RESET 1973
 CP0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0372
 CP0372  HISTORY     - Date     Condition        Report By
 CP0372  HISTORY     - 1973     MONUMENTED       MSHD
 CP0372  HISTORY     - 1977     GOOD             MSHD
 CP0372
 CP0372                          STATION DESCRIPTION
 CP0372
 CP0372'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0372'3.2 MI WSW FROM JACKSON.
 CP0372'THE MARK IS LOCATED 3.2 MILES WEST-SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0372'JACKSON AT THE NORTHEAST ENTRANCE TO THE LODGE APARTMENTS OPPOSITE AND
 CP0372'ACROSS WEST HIGHLAND DRIVE FROM THE MR. QUICK FOOD MART ABOUT 0.2 MILE
 CP0372'NORTH OF I-20 IN THE NORTHWEST 1/4 OF SECTION 7, T 5N, R 1E. THE 1973
 CP0372'LOCAL MEASUREMENTS CHECKED EXCEPT FOR ONE CHANGE THE MARK IS NOW ABOUT
 CP0372'4 INCHES BELOW THE GROUND.  NOTE-- TO REACH FROM THE INTERSECTION OF
 CP0372'STATE HIGHWAY 18 AND U.S. HIGHWAY 80 IN JACKSON GO SOUTHEAST ON U.S.
 CP0372'HIGHWAY 80 FOR 0.6 MILE TO THE I-220 OVERPASS. CONTINUE SOUTHEAST ON
 CP0372'U.S. HIGHWAY 80 FOR 0.5 MILE TO THE INTERSECTION OF LYNCH STREET. TURN
 CP0372'RIGHT AND GO SOUTHWEST ON LYNCH STREET FOR 0.1 MILE TO THE JUNCTION OF
 CP0372'WEST HIGHLAND DRIVE.  TURN LEFT AND GO SOUTH ON WEST HIGHLAND DRIVE
 CP0372'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0370 ***********************************************************************
 CP0370  DESIGNATION -  20 V 59
 CP0370  PID         -  CP0370
 CP0370  STATE/COUNTY-  MS/HINDS
 CP0370  USGS QUAD   -  JACKSON (1998)
 CP0370
 CP0370                         *CURRENT SURVEY CONTROL
 CP0370  ___________________________________________________________________
 CP0370* NAD 83(1986)-  32 17 24.     (N)    090 13 40.     (W)     SCALED    
 CP0370* NAVD 88     -        99.20   (+/-2cm)     325.5    (feet)  VERTCON   
 CP0370  ___________________________________________________________________
 CP0370  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0370
 CP0370.The horizontal coordinates were scaled from a topographic map and have
 CP0370.an estimated accuracy of +/- 6 seconds.
 CP0370
 CP0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0370.The vertical order pertains to the NGVD 29 superseded value.
 CP0370
 CP0370.The geoid height was determined by GEOID03.
 CP0370
 CP0370;                    North         East    Units  Estimated Accuracy
 CP0370;SPC MS W     -   309,310.      709,940.      MT  (+/- 180 meters Scaled)
 CP0370
 CP0370                          SUPERSEDED SURVEY CONTROL
 CP0370
 CP0370  NGVD 29 (??/??/92)   99.217  (m)          325.51   (f) ADJ UNCH    2 0
 CP0370
 CP0370.Superseded values are not recommended for survey control.
 CP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0370.See file dsdata.txt to determine how the superseded data were derived.
 CP0370
 CP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR610759(NAD 83)
 CP0370_MARKER: DD = SURVEY DISK
 CP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0370_STAMPING: 20V-59 1963
 CP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0370+STABILITY: SURFACE MOTION
 CP0370
 CP0370  HISTORY     - Date     Condition        Report By
 CP0370  HISTORY     - 1963     MONUMENTED       MSHD
 CP0370  HISTORY     - 1977     GOOD             MSHD
 CP0370  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0370
 CP0370                          STATION DESCRIPTION
 CP0370
 CP0370'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0370'3 MI SW FROM JACKSON.
 CP0370'THE MARK IS LOCATED 3 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 CP0370'JACKSON ON THE NORTH SIDE OF THE RIGHT OF WAY FENCE IN THE NORTHWEST
 CP0370'ANGLE OF THE CROSSING OF I-20 AND ELLIS AVENUE NEAR THE CENTER OF THE
 CP0370'EAST SIDE OF SECTION 7, T 5N, R 1E.  IT IS 122 FEET NORTHWEST OF THE
 CP0370'CENTER OF THE ENTRANCE RAMP TO I-20, 62 FEET NORTH OF A CYCLONE FENCE,
 CP0370'238.5 FEET EAST OF THE EAST SIDE OF THE POST FOR A HOLIDAY INN SIGN,
 CP0370'1.5 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0370'CONCRETE POST ABOUT 25 FEET ABOVE THE LEVEL OF THE RAMP AND IS FLUSH
 CP0370'WITH THE GROUND.  NOTE-- TO REACH FROM THE INTERSECTION OF ELLIS
 CP0370'AVENUE AND U.S. HIGHWAY 80 GO SOUTH ON ELLIS AVENUE FOR 0.15 MILE TO
 CP0370'THE ENTRANCE RAMP TO I-20.  TURN RIGHT ONTO THE ENTRANCE RAMP AND GO
 CP0370'SOUTHWEST FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 CP0370
 CP0370                          STATION RECOVERY (1992)
 CP0370
 CP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0370'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0366 ***********************************************************************
 CP0366  DESIGNATION -  20 V 60
 CP0366  PID         -  CP0366
 CP0366  STATE/COUNTY-  MS/HINDS
 CP0366  USGS QUAD   -  JACKSON (1998)
 CP0366
 CP0366                         *CURRENT SURVEY CONTROL
 CP0366  ___________________________________________________________________
 CP0366* NAD 83(1986)-  32 17 12.     (N)    090 12 53.     (W)     SCALED    
 CP0366* NAVD 88     -        85.896  (meters)     281.81   (feet)  ADJUSTED  
 CP0366  ___________________________________________________________________
 CP0366  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0366  DYNAMIC HT  -          85.799 (meters)     281.49  (feet)  COMP
 CP0366  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 CP0366
 CP0366  VERT ORDER  -  FIRST     CLASS II
 CP0366
 CP0366.The horizontal coordinates were scaled from a topographic map and have
 CP0366.an estimated accuracy of +/- 6 seconds.
 CP0366
 CP0366.The orthometric height was determined by differential leveling
 CP0366.and adjusted in July 1994.
 CP0366
 CP0366.The geoid height was determined by GEOID03.
 CP0366
 CP0366.The dynamic height is computed by dividing the NAVD 88
 CP0366.geopotential number by the normal gravity value computed on the
 CP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0366.degrees latitude (g = 980.6199 gals.).
 CP0366
 CP0366.The modeled gravity was interpolated from observed gravity values.
 CP0366
 CP0366;                    North         East    Units  Estimated Accuracy
 CP0366;SPC MS W     -   308,940.      711,170.      MT  (+/- 180 meters Scaled)
 CP0366
 CP0366                          SUPERSEDED SURVEY CONTROL
 CP0366
 CP0366  NGVD 29 (??/??/92)   85.974  (m)          282.07   (f) ADJ UNCH    1 2
 CP0366
 CP0366.Superseded values are not recommended for survey control.
 CP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0366.See file dsdata.txt to determine how the superseded data were derived.
 CP0366
 CP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR623756(NAD 83)
 CP0366_MARKER: DD = SURVEY DISK
 CP0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0366_SP_SET: CONCRETE POST
 CP0366_STAMPING: 20 V-60 1963
 CP0366_MARK LOGO: MSHD  
 CP0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0366+STABILITY: SURFACE MOTION
 CP0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0366+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2002
 CP0366
 CP0366  HISTORY     - Date     Condition        Report By
 CP0366  HISTORY     - 1963     MONUMENTED       MSHD
 CP0366  HISTORY     - 1977     GOOD             MSHD
 CP0366  HISTORY     - 1990     GOOD             USPSQD
 CP0366  HISTORY     - 19920611 GOOD             NGS
 CP0366  HISTORY     - 20000504 GOOD             LOCENG
 CP0366  HISTORY     - 20020327 GOOD             LOCSUR
 CP0366
 CP0366                          STATION DESCRIPTION
 CP0366
 CP0366'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0366'2 MI SW FROM JACKSON.
 CP0366'THE MARK IS LOCATED 2 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0366'JACKSON ON THE EAST RIGHT OF WAY OF VALLEY STREET NEAR THE NORTHWEST
 CP0366'CORNER OF THE CYCLONE FENCE AROUND THE TRAILWAYS BUS GARAGE IN THE
 CP0366'SOUTHEAST 1/4 OF SECTION 8, T 5N, R 1E.  IT IS 153.5 FEET SOUTH OF THE
 CP0366'CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 80, 100 FEET SOUTH OF
 CP0366'THE CENTER OF THE SOUTH FRONTAGE ROAD, 88 FEET EAST OF THE NORTHEAST
 CP0366'CORNER OF THE NORTHEAST BRICK PILLAR OF THE PAVILLION ON THE EAST SIDE
 CP0366'OF MCDONALDS, 38.5 FEET EAST OF THE CENTER OF VALLEY STREET, 3.5 FEET
 CP0366'SOUTHEAST OF A POWER POLE WITH TWO TRANSFORMERS, 2 FEET NORTHWEST OF A
 CP0366'FENCE CORNER, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET IN THE
 CP0366'TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP0366'HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE OLD
 CP0366'CAPITOL IN JACKSON GO SOUTH ON STATE STREET FOR 1.35 MILES TO THE
 CP0366'ENTRANCE RAMP TO U.S. HIGHWAY 80.  TURN RIGHT ON THE ENTRANCE RAMP
 CP0366'ONTO U.S. HIGHWAY 890 AND GO WEST FOR 1.9 MILES TO THE INTERSECTION OF
 CP0366'VALLEY STREET AND THE MARK ON THE LEFT.
 CP0366
 CP0366                          STATION RECOVERY (1990)
 CP0366
 CP0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0366'RECOVERED IN GOOD CONDITION.
 CP0366
 CP0366                          STATION RECOVERY (1992)
 CP0366
 CP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0366'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND VALLEY STREET,
 CP0366'51.2 M (168.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 30.7 M
 CP0366'(100.7 FT) SOUTH OF THE CENTER OF AN ACCESS ROAD, 10.0 M (32.8 FT)
 CP0366'EAST OF THE CENTER OF THE STREET, 1.0 M (3.3 FT) SOUTHEAST OF A
 CP0366'UTILITY POLE WITH 3 TRANSFORMERS, 0.6 M (2.0 FT) NORTH OF THE
 CP0366'NORTHWEST CORNER OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) EAST OF A
 CP0366'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CP0366
 CP0366                          STATION RECOVERY (2000)
 CP0366
 CP0366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000
 CP0366'RECOVERED IN GOOD CONDITION.
 CP0366
 CP0366                          STATION RECOVERY (2002)
 CP0366
 CP0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 CP0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0360 ***********************************************************************
 CP0360  DESIGNATION -  20 V 61
 CP0360  PID         -  CP0360
 CP0360  STATE/COUNTY-  MS/HINDS
 CP0360  USGS QUAD   -  JACKSON (1998)
 CP0360
 CP0360                         *CURRENT SURVEY CONTROL
 CP0360  ___________________________________________________________________
 CP0360* NAD 83(1986)-  32 16 36.     (N)    090 11 10.     (W)     SCALED    
 CP0360* NAVD 88     -        82.11   (+/-2cm)     269.4    (feet)  VERTCON   
 CP0360  ___________________________________________________________________
 CP0360  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0360
 CP0360.The horizontal coordinates were scaled from a topographic map and have
 CP0360.an estimated accuracy of +/- 6 seconds.
 CP0360
 CP0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0360.The vertical order pertains to the NGVD 29 superseded value.
 CP0360
 CP0360.The geoid height was determined by GEOID03.
 CP0360
 CP0360;                    North         East    Units  Estimated Accuracy
 CP0360;SPC MS W     -   307,840.      713,870.      MT  (+/- 180 meters Scaled)
 CP0360
 CP0360                          SUPERSEDED SURVEY CONTROL
 CP0360
 CP0360  NGVD 29 (??/??/92)   82.133  (m)          269.46   (f) ADJ UNCH    2 0
 CP0360
 CP0360.Superseded values are not recommended for survey control.
 CP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0360.See file dsdata.txt to determine how the superseded data were derived.
 CP0360
 CP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR650745(NAD 83)
 CP0360_MARKER: DD = SURVEY DISK
 CP0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0360_SP_SET: BASE
 CP0360_STAMPING: 20V-61 1963
 CP0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0360
 CP0360  HISTORY     - Date     Condition        Report By
 CP0360  HISTORY     - 1963     MONUMENTED       MSHD
 CP0360  HISTORY     - 1977     GOOD             MSHD
 CP0360
 CP0360                          STATION DESCRIPTION
 CP0360
 CP0360'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0360'1.5 MI S FROM JACKSON.
 CP0360'THE MARK IS LOCATED 1.5 MILES SOUTH OF THE CENTER OF DOWNTOWN JACKSON
 CP0360'IN THE NORTH ANGLE OF THE CROSSING OF TWO I.C.G. RAILROAD TRACKS IN
 CP0360'BETWEEN A RAMP AND AN EXIT BRIDGE, 0.3 MILE SOUTH OF U.S. HIGHWAY 80
 CP0360'IN THE NORTHWEST 1/4 OF SECTION 15, T 5N, R 1E.  IT IS 310 FEET
 CP0360'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 51,
 CP0360'225.5 FEET NORTHWEST OF THE INTERSECTION OF TWO I.C.G. RAILROAD
 CP0360'TRACKS, 119 FEET NORTHEAST OF THE CENTER OF A RAMP, 64.5 FEET NORTH OF
 CP0360'A SIGNAL LIGHT, 16.5 FEET NORTHEAST OF A SWITCH STAND, 5 FEET
 CP0360'NORTHEAST OF THE NORTHEAST RAIL SET IN A DRILL HOLE IN THE SOUTH
 CP0360'CORNER OF THE CONCRETE BASE OF A SEMIPHORE AND IS ABOUT 4 INCHES BELOW
 CP0360'THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE OLD CAPITOL IN
 CP0360'JACKSON GO SOUTH ON STATE STREET (U.S. HIGHWAY 51) FOR 1.5 MILES TO
 CP0360'THE RAILROAD CROSSING AND THE MARK ON THE LEFT (THE MOST SOUTHERLY OF
 CP0360'TWO CROSSINGS).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0767 ***********************************************************************
 DK0767  DESIGNATION -  21 M BOLT
 DK0767  PID         -  DK0767
 DK0767  STATE/COUNTY-  MS/BOLIVAR
 DK0767  USGS QUAD   -  BENOIT (1972)
 DK0767
 DK0767                         *CURRENT SURVEY CONTROL
 DK0767  ___________________________________________________________________
 DK0767* NAD 83(1986)-  33 39 25.     (N)    091 03 45.     (W)     SCALED    
 DK0767* NAVD 88     -        42.10   (+/-2cm)     138.1    (feet)  VERTCON   
 DK0767  ___________________________________________________________________
 DK0767  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0767  VERT ORDER  -  ? (See Below)
 DK0767
 DK0767.The horizontal coordinates were scaled from a topographic map and have
 DK0767.an estimated accuracy of +/- 6 seconds.
 DK0767
 DK0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0767.The vertical order pertains to the NGVD 29 superseded value.
 DK0767
 DK0767.The geoid height was determined by GEOID03.
 DK0767
 DK0767;                    North         East    Units  Estimated Accuracy
 DK0767;SPC MS W     -   461,140.      632,370.      MT  (+/- 180 meters Scaled)
 DK0767
 DK0767                          SUPERSEDED SURVEY CONTROL
 DK0767
 DK0767  NGVD 29 (??/??/??)   42.173  (m)          138.36   (f) ADJUSTED    ?  
 DK0767
 DK0767.Superseded values are not recommended for survey control.
 DK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0767.See file dsdata.txt to determine how the superseded data were derived.
 DK0767
 DK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT796258(NAD 83)
 DK0767_MARKER: B = BOLT
 DK0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0767_SP_SET: STONE
 DK0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0767+STABILITY: SURFACE MOTION
 DK0767
 DK0767  HISTORY     - Date     Condition        Report By
 DK0767  HISTORY     - UNK      MONUMENTED       DOD
 DK0767  HISTORY     - 1934     GOOD             CGS
 DK0767  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0767
 DK0767                          STATION DESCRIPTION
 DK0767
 DK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0767'IN BOLIVAR.
 DK0767'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 16 IN. ABOVE THE
 DK0767'GROUND.  LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, BOLIVAR
 DK0767'COUNTY, MISSISSIPPI.  ABOUT 1/2 MILE BELOW BOLIVAR STORE.  ABOUT 1000
 DK0767'FT. BELOW LEVEE PIPE NO. 2450.  ON LANDSIDE OF MAIN LEVEE.  AND ABOUT
 DK0767'900 FT. AT RIGHT ANGLES BANK FROM CREST OF MAIN LEVEE.  ABOUT 75 FT.
 DK0767'BACK OF ROAD PARALLELING THE LEVEE.  39 FT. IN FRONT OF OLD
 DK0767'DELAPIDATED HOUSE, AND EQUAL DISTANCE FROM EACH OF THREE 8 INCH CEDAR
 DK0767'TREES IN YARD.
 DK0767
 DK0767                          STATION RECOVERY (1972)
 DK0767
 DK0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0766 ***********************************************************************
 DK0766  DESIGNATION -  21 M CAP
 DK0766  PID         -  DK0766
 DK0766  STATE/COUNTY-  MS/BOLIVAR
 DK0766  USGS QUAD   -  BENOIT (1972)
 DK0766
 DK0766                         *CURRENT SURVEY CONTROL
 DK0766  ___________________________________________________________________
 DK0766* NAD 83(1986)-  33 39 25.     (N)    091 03 45.     (W)     SCALED    
 DK0766* NAVD 88     -        43.33   (+/-2cm)     142.2    (feet)  VERTCON   
 DK0766  ___________________________________________________________________
 DK0766  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0766  VERT ORDER  -  ? (See Below)
 DK0766
 DK0766.The horizontal coordinates were scaled from a topographic map and have
 DK0766.an estimated accuracy of +/- 6 seconds.
 DK0766
 DK0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0766.The vertical order pertains to the NGVD 29 superseded value.
 DK0766
 DK0766.The geoid height was determined by GEOID03.
 DK0766
 DK0766;                    North         East    Units  Estimated Accuracy
 DK0766;SPC MS W     -   461,140.      632,370.      MT  (+/- 180 meters Scaled)
 DK0766
 DK0766                          SUPERSEDED SURVEY CONTROL
 DK0766
 DK0766  NGVD 29 (??/??/??)   43.397  (m)          142.38   (f) ADJUSTED    ?  
 DK0766
 DK0766.Superseded values are not recommended for survey control.
 DK0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0766.See file dsdata.txt to determine how the superseded data were derived.
 DK0766
 DK0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT796258(NAD 83)
 DK0766_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0766_SP_SET: STONE
 DK0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0766+STABILITY: SURFACE MOTION
 DK0766
 DK0766  HISTORY     - Date     Condition        Report By
 DK0766  HISTORY     - UNK      MONUMENTED       DOD
 DK0766  HISTORY     - 1934     GOOD             CGS
 DK0766  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0766
 DK0766                          STATION DESCRIPTION
 DK0766
 DK0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0766'IN BOLIVAR.
 DK0766'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 16 IN. ABOVE THE
 DK0766'GROUND.  LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, BOLIVAR
 DK0766'COUNTY, MISSISSIPPI.  ABOUT 1/2 MILE BELOW BOLIVAR STORE.  ABOUT 1000
 DK0766'FT. BELOW LEVEE PIPE NO. 2450.  ON LANDSIDE OF MAIN LEVEE.  AND ABOUT
 DK0766'900 FT. AT RIGHT ANGLES BANK FROM CREST OF MAIN LEVEE.  ABOUT 75 FT.
 DK0766'BACK OF ROAD PARALLELING THE LEVEE.  39 FT. IN FRONT OF OLD
 DK0766'DELAPIDATED HOUSE, AND EQUAL DISTANCE FROM EACH OF THREE 8 INCH CEDAR
 DK0766'TREES IN YARD.
 DK0766
 DK0766                          STATION RECOVERY (1972)
 DK0766
 DK0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0600 ***********************************************************************
 EG0600  DESIGNATION -  21 RHP
 EG0600  PID         -  EG0600
 EG0600  STATE/COUNTY-  MS/LEE
 EG0600  USGS QUAD   -  SHERMAN (1980)
 EG0600
 EG0600                         *CURRENT SURVEY CONTROL
 EG0600  ___________________________________________________________________
 EG0600* NAD 83(1986)-  34 21 01.     (N)    088 49 13.     (W)     SCALED    
 EG0600* NAVD 88     -       104.787  (meters)     343.79   (feet)  ADJUSTED  
 EG0600  ___________________________________________________________________
 EG0600  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG0600  DYNAMIC HT  -         104.684 (meters)     343.45  (feet)  COMP
 EG0600  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EG0600
 EG0600  VERT ORDER  -  SECOND    CLASS 0
 EG0600
 EG0600.The horizontal coordinates were scaled from a topographic map and have
 EG0600.an estimated accuracy of +/- 6 seconds.
 EG0600
 EG0600.The orthometric height was determined by differential leveling
 EG0600.and adjusted in June 1991.
 EG0600
 EG0600.The geoid height was determined by GEOID03.
 EG0600
 EG0600.The dynamic height is computed by dividing the NAVD 88
 EG0600.geopotential number by the normal gravity value computed on the
 EG0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0600.degrees latitude (g = 980.6199 gals.).
 EG0600
 EG0600.The modeled gravity was interpolated from observed gravity values.
 EG0600
 EG0600;                    North         East    Units  Estimated Accuracy
 EG0600;SPC MS E     -   537,800.      301,200.      MT  (+/- 180 meters Scaled)
 EG0600
 EG0600                          SUPERSEDED SURVEY CONTROL
 EG0600
 EG0600  NGVD 29 (??/??/92)  104.751  (m)          343.67   (f) ADJ UNCH    2 0
 EG0600
 EG0600.Superseded values are not recommended for survey control.
 EG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0600.See file dsdata.txt to determine how the superseded data were derived.
 EG0600
 EG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD325024(NAD 83)
 EG0600_MARKER: DD = SURVEY DISK
 EG0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0600_STAMPING: 21 RHP 1951
 EG0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0600+STABILITY: SURFACE MOTION
 EG0600
 EG0600  HISTORY     - Date     Condition        Report By
 EG0600  HISTORY     - 1951     MONUMENTED       USGS
 EG0600  HISTORY     - 1965     GOOD             MSHD
 EG0600
 EG0600                          STATION DESCRIPTION
 EG0600
 EG0600'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0600'1.4 MI SE FROM SHERMAN.
 EG0600'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0600'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION OF U. S.
 EG0600'HIGHWAY 45.  CONTINUE NORTHWEST ON HIGHWAY 78 FOR 8.25 MILES TO A
 EG0600'BLACKTOP ROAD ON THE RIGHT AND THE TRI-COUNTY GIN CO. AND THE MARK AS
 EG0600'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 6-INCH SQUARE,
 EG0600'CONCRETE POST.  IT IS 115.9 FEET SOUTHEAST OF BM 78V-42, 54.7 FEET
 EG0600'SOUTHEAST OF THE CENTERLINE OF THE BLACKTOPPED ROAD, 51 FEET NORTH OF
 EG0600'THE CENTERLINE OF U. S. HIGHWAY 78 AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0768 ***********************************************************************
 DK0768  DESIGNATION -  22 M BOLT
 DK0768  PID         -  DK0768
 DK0768  STATE/COUNTY-  MS/BOLIVAR
 DK0768  USGS QUAD   -  BENOIT (1972)
 DK0768
 DK0768                         *CURRENT SURVEY CONTROL
 DK0768  ___________________________________________________________________
 DK0768* NAD 83(1986)-  33 39 17.     (N)    091 03 43.     (W)     SCALED    
 DK0768* NAVD 88     -        42.38   (+/-2cm)     139.0    (feet)  VERTCON   
 DK0768  ___________________________________________________________________
 DK0768  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0768  VERT ORDER  -  ? (See Below)
 DK0768
 DK0768.The horizontal coordinates were scaled from a topographic map and have
 DK0768.an estimated accuracy of +/- 6 seconds.
 DK0768
 DK0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0768.The vertical order pertains to the NGVD 29 superseded value.
 DK0768
 DK0768.The geoid height was determined by GEOID03.
 DK0768
 DK0768;                    North         East    Units  Estimated Accuracy
 DK0768;SPC MS W     -   460,890.      632,420.      MT  (+/- 180 meters Scaled)
 DK0768
 DK0768                          SUPERSEDED SURVEY CONTROL
 DK0768
 DK0768  NGVD 29 (??/??/??)   42.456  (m)          139.29   (f) ADJUSTED    ?  
 DK0768
 DK0768.Superseded values are not recommended for survey control.
 DK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0768.See file dsdata.txt to determine how the superseded data were derived.
 DK0768
 DK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT797255(NAD 83)
 DK0768_MARKER: B = BOLT
 DK0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0768_SP_SET: STONE
 DK0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0768+STABILITY: SURFACE MOTION
 DK0768
 DK0768  HISTORY     - Date     Condition        Report By
 DK0768  HISTORY     - UNK      MONUMENTED       DOD
 DK0768  HISTORY     - 1934     GOOD             CGS
 DK0768  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0768
 DK0768                          STATION DESCRIPTION
 DK0768
 DK0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0768'IN BOLIVAR.
 DK0768'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 16 INCHES ABOVE THE
 DK0768'GROUND.  LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, BOLIVAR
 DK0768'COUNTY, MISSISSIPPI.  ABOUT 1/2 MILE BELOW BOLIVAR STORE.  ON LANDSIDE
 DK0768'AND ABOUT 1700 FT. AT RIGHT ANGLES BACK FROM ITS CREST. ABOUT 3 FT.
 DK0768'FROM THE NORTHWEST CORNER OF THE FENCE AROUND A CABIN, A LONE CEDAR
 DK0768'TREE IN YARD.  ABOUT 1800 FT. BELOW LEVEE PIPE NO. 2450.
 DK0768
 DK0768                          STATION RECOVERY (1972)
 DK0768
 DK0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0769 ***********************************************************************
 DK0769  DESIGNATION -  22 M CAP
 DK0769  PID         -  DK0769
 DK0769  STATE/COUNTY-  MS/BOLIVAR
 DK0769  USGS QUAD   -  BENOIT (1972)
 DK0769
 DK0769                         *CURRENT SURVEY CONTROL
 DK0769  ___________________________________________________________________
 DK0769* NAD 83(1986)-  33 39 17.     (N)    091 03 43.     (W)     SCALED    
 DK0769* NAVD 88     -        43.60   (+/-2cm)     143.0    (feet)  VERTCON   
 DK0769  ___________________________________________________________________
 DK0769  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0769  VERT ORDER  -  ? (See Below)
 DK0769
 DK0769.The horizontal coordinates were scaled from a topographic map and have
 DK0769.an estimated accuracy of +/- 6 seconds.
 DK0769
 DK0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0769.The vertical order pertains to the NGVD 29 superseded value.
 DK0769
 DK0769.The geoid height was determined by GEOID03.
 DK0769
 DK0769;                    North         East    Units  Estimated Accuracy
 DK0769;SPC MS W     -   460,890.      632,420.      MT  (+/- 180 meters Scaled)
 DK0769
 DK0769                          SUPERSEDED SURVEY CONTROL
 DK0769
 DK0769  NGVD 29 (??/??/??)   43.672  (m)          143.28   (f) ADJUSTED    ?  
 DK0769
 DK0769.Superseded values are not recommended for survey control.
 DK0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0769.See file dsdata.txt to determine how the superseded data were derived.
 DK0769
 DK0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT797255(NAD 83)
 DK0769_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0769_SP_SET: STONE
 DK0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0769+STABILITY: SURFACE MOTION
 DK0769
 DK0769  HISTORY     - Date     Condition        Report By
 DK0769  HISTORY     - UNK      MONUMENTED       DOD
 DK0769  HISTORY     - 1934     GOOD             CGS
 DK0769  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0769
 DK0769                          STATION DESCRIPTION
 DK0769
 DK0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0769'IN BOLIVAR.
 DK0769'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 16 INCHES ABOVE THE
 DK0769'GROUND.  LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, BOLIVAR
 DK0769'COUNTY, MISSISSIPPI.  ABOUT 1/2 MILE BELOW BOLIVAR STORE.  ON LANDSIDE
 DK0769'AND ABOUT 1700 FT. AT RIGHT ANGLES BACK FROM ITS CREST. ABOUT 3 FT.
 DK0769'FROM THE NORTHWEST CORNER OF THE FENCE AROUND A CABIN, A LONE CEDAR
 DK0769'TREE IN YARD.  ABOUT 1800 FT. BELOW LEVEE PIPE NO. 2450.
 DK0769
 DK0769                          STATION RECOVERY (1972)
 DK0769
 DK0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0595 ***********************************************************************
 EG0595  DESIGNATION -  22 RHP
 EG0595  PID         -  EG0595
 EG0595  STATE/COUNTY-  MS/LEE
 EG0595  USGS QUAD   -  SHERMAN (1980)
 EG0595
 EG0595                         *CURRENT SURVEY CONTROL
 EG0595  ___________________________________________________________________
 EG0595* NAD 83(1993)-  34 19 03.     (N)    088 47 26.     (W)     SCALED    
 EG0595* NAVD 88     -        93.681  (meters)     307.35   (feet)  ADJUSTED  
 EG0595  ___________________________________________________________________
 EG0595  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0595  DYNAMIC HT  -          93.588 (meters)     307.05  (feet)  COMP
 EG0595  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 EG0595
 EG0595  VERT ORDER  -  SECOND    CLASS 0
 EG0595
 EG0595.The horizontal coordinates were scaled from a topographic map and have
 EG0595.an estimated accuracy of +/- 6 seconds.
 EG0595
 EG0595.The orthometric height was determined by differential leveling
 EG0595.and adjusted in June 1991.
 EG0595
 EG0595.The geoid height was determined by GEOID03.
 EG0595
 EG0595.The dynamic height is computed by dividing the NAVD 88
 EG0595.geopotential number by the normal gravity value computed on the
 EG0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0595.degrees latitude (g = 980.6199 gals.).
 EG0595
 EG0595.The modeled gravity was interpolated from observed gravity values.
 EG0595
 EG0595;                    North         East    Units  Estimated Accuracy
 EG0595;SPC MS E     -   534,170.      303,940.      MT  (+/- 180 meters Scaled)
 EG0595
 EG0595                          SUPERSEDED SURVEY CONTROL
 EG0595
 EG0595  NGVD 29 (??/??/92)   93.645  (m)          307.23   (f) ADJ UNCH    2 0
 EG0595
 EG0595.Superseded values are not recommended for survey control.
 EG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0595.See file dsdata.txt to determine how the superseded data were derived.
 EG0595
 EG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC352988(NAD 83)
 EG0595_MARKER: DD = SURVEY DISK
 EG0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0595_SP_SET: BRIDGE
 EG0595_STAMPING: 22 RHP 1951
 EG0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0595
 EG0595  HISTORY     - Date     Condition        Report By
 EG0595  HISTORY     - 1951     MONUMENTED       USGS
 EG0595  HISTORY     - 1965     GOOD             MSHD
 EG0595  HISTORY     - 1974     GOOD             MSHD
 EG0595
 EG0595                          STATION DESCRIPTION
 EG0595
 EG0595'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0595'7.0 MI NW FROM TUPELO.
 EG0595'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0595'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION OF U. S.
 EG0595'78 AND U. S. 45, CONTINUE NORTHWEST ON U. S. 78 FOR 5.5 MILES TO A
 EG0595'CONCRETE BRIDGE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 EG0595'CEMENT IN A DRILLED HOLE IN THE NORTHWEST CORNER OF A CONCRETE BRIDGE
 EG0595'IN THE WHEEL GUARD AT AN OFFSET CROSSROADS AND 8 INCHES ABOVE THE
 EG0595'LEVEL OF THE HIGHWAY.
 EG0595
 EG0595                          STATION RECOVERY (1974)
 EG0595
 EG0595'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG0595'THE MARK WAS FOUND TO BE IN A BRIDGE THAT WILL BE REMOVED IN THE NEXT
 EG0595'FEW WEEKS. 22 RHP RESET WAS SET IN THE NORTH END OF THE EAST HEADWALL
 EG0595'OF A 20 X 10 DOUBLE CONCRETE BOX CULVERT FOR THE WEST BOUND LANE OF
 EG0595'U.S. HIGHWAY 78 BY THE CONSTRUCTION CREW. THE ELEVATION WAS
 EG0595'TRANSFERRED AT THIS DATE BUT THE OLD MARK WAS LEFT TO BE USED UNTIL
 EG0595'THE BRIDGE IS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0596 ***********************************************************************
 EG0596  DESIGNATION -  22 RHP USGS RESET 1974
 EG0596  PID         -  EG0596
 EG0596  STATE/COUNTY-  MS/LEE
 EG0596  USGS QUAD   -  SHERMAN (1980)
 EG0596
 EG0596                         *CURRENT SURVEY CONTROL
 EG0596  ___________________________________________________________________
 EG0596* NAD 83(1986)-  34 19 00.     (N)    088 47 16.     (W)     SCALED    
 EG0596* NAVD 88     -        92.196  (meters)     302.48   (feet)  ADJUSTED  
 EG0596  ___________________________________________________________________
 EG0596  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0596  DYNAMIC HT  -          92.105 (meters)     302.18  (feet)  COMP
 EG0596  MODELED GRAV-     979,643.9   (mgal)                       NAVD 88
 EG0596
 EG0596  VERT ORDER  -  SECOND    CLASS 0
 EG0596
 EG0596.The horizontal coordinates were scaled from a topographic map and have
 EG0596.an estimated accuracy of +/- 6 seconds.
 EG0596
 EG0596.The orthometric height was determined by differential leveling
 EG0596.and adjusted in June 1991.
 EG0596
 EG0596.The geoid height was determined by GEOID03.
 EG0596
 EG0596.The dynamic height is computed by dividing the NAVD 88
 EG0596.geopotential number by the normal gravity value computed on the
 EG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0596.degrees latitude (g = 980.6199 gals.).
 EG0596
 EG0596.The modeled gravity was interpolated from observed gravity values.
 EG0596
 EG0596;                    North         East    Units  Estimated Accuracy
 EG0596;SPC MS E     -   534,070.      304,190.      MT  (+/- 180 meters Scaled)
 EG0596
 EG0596                          SUPERSEDED SURVEY CONTROL
 EG0596
 EG0596.No superseded survey control is available for this station.
 EG0596
 EG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC355987(NAD 83)
 EG0596_MARKER: DD = SURVEY DISK
 EG0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0596_SP_SET: CULVERT
 EG0596_STAMPING: 22 RHP RESET 1974
 EG0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0596
 EG0596  HISTORY     - Date     Condition        Report By
 EG0596  HISTORY     - 1974     MONUMENTED       MSHD
 EG0596  HISTORY     - 1977     GOOD             MSHD
 EG0596
 EG0596                          STATION DESCRIPTION
 EG0596
 EG0596'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG0596'6.4 MI NW FROM TUPELO.
 EG0596'THE MARK IS LOCATED 6.4 MILES NORTHWEST OF TUPELO, 4.3 MILES SOUTHEAST
 EG0596'OF SHERMAN, 0.5 MILE NORTH OF THE BELDEN BAPTIST CHURCH, 0.5 MILE
 EG0596'NORTH-NORTHWEST OF TRIANGULATION STATION BELDEN 2 IN THE NORTH END OF
 EG0596'THE EAST HEADWALL OF A 20 X 10 FOOT DOUBLE BOX CULVERT NEAR THE CENTER
 EG0596'OF THE EAST SIDE OF SECTION 8, T 9S, R 5E.  IT IS 48 FEET EAST OF THE
 EG0596'CENTER OF THE WEST BOUND LANE OF HIGHWAY 78 SET IN A DRILL HOLE ON THE
 EG0596'NORTH END OF THE EAST HEADWALL OF A 20 X 10 DOUBLE BOX CULVERT. TO
 EG0596'REACH FROM THE U.S. HIGHWAY 45 BRIDGE OVER U.S. HIGHWAY 78 IN TUPELO
 EG0596'GO WEST ON U.S. HIGHWAY 78 FOR 1.2 MILES TO THE NATCHEZ TRACE
 EG0596'OVERPASS.  CONTINUE WEST ON U.S. HIGHWAY 78 FOR 4.35 MILES TO THE
 EG0596'CULVERT AND THE MARK ON THE RIGHT.
 EG0596
 EG0596                          STATION RECOVERY (1977)
 EG0596
 EG0596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0596'5.55 MILES NORTHWEST ALONG HIGHWAY 78 FROM THE INTERSECTION OF U.S.
 EG0596'HIGHWAYS 45 AND 78 IN NORTHWEST TUPELO, 0.55 MILE NORTHWEST OF THE
 EG0596'BELDEN BAPTIST CHURCH, AT A CULVERT ON THE RIGHT, SET IN THE NORTH
 EG0596'END OF THE EAST HEADWALL OF A 10 FOOT BY 20 FOOT DUBLE BOX CONCRETE
 EG0596'CULVERT AND 48 FEET EAST OF THE CENTER LINE OF THE NORTHWEST LANES
 EG0596'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2486 ***********************************************************************
 EH2486  DESIGNATION -  22/23
 EH2486  PID         -  EH2486
 EH2486  STATE/COUNTY-  MS/TUNICA
 EH2486  USGS QUAD   -  ROBINSONVILLE (1981)
 EH2486
 EH2486                         *CURRENT SURVEY CONTROL
 EH2486  ___________________________________________________________________
 EH2486* NAD 83(1986)-  34 50 15.     (N)    090 20 38.     (W)     SCALED    
 EH2486* NAVD 88     -        68.244  (meters)     223.90   (feet)  ADJUSTED  
 EH2486  ___________________________________________________________________
 EH2486  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH2486  DYNAMIC HT  -          68.180 (meters)     223.69  (feet)  COMP
 EH2486  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 EH2486
 EH2486  VERT ORDER  -  FIRST     CLASS II
 EH2486
 EH2486.The horizontal coordinates were scaled from a topographic map and have
 EH2486.an estimated accuracy of +/- 6 seconds.
 EH2486
 EH2486.The orthometric height was determined by differential leveling
 EH2486.and adjusted in June 1991.
 EH2486
 EH2486.The geoid height was determined by GEOID03.
 EH2486
 EH2486.The dynamic height is computed by dividing the NAVD 88
 EH2486.geopotential number by the normal gravity value computed on the
 EH2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2486.degrees latitude (g = 980.6199 gals.).
 EH2486
 EH2486.The modeled gravity was interpolated from observed gravity values.
 EH2486
 EH2486;                    North         East    Units  Estimated Accuracy
 EH2486;SPC MS W     -   591,850.      699,040.      MT  (+/- 180 meters Scaled)
 EH2486
 EH2486                          SUPERSEDED SURVEY CONTROL
 EH2486
 EH2486  NGVD 29 (??/??/??)   68.253  (m)          223.93   (f) ADJUSTED    1 2
 EH2486
 EH2486.Superseded values are not recommended for survey control.
 EH2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2486.See file dsdata.txt to determine how the superseded data were derived.
 EH2486
 EH2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU428582(NAD 83)
 EH2486_MARKER: DD = SURVEY DISK
 EH2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2486_SP_SET: CONCRETE POST
 EH2486_STAMPING: 22/23
 EH2486_MARK LOGO: USE   
 EH2486_PROJECTION: PROJECTING 20 CENTIMETERS
 EH2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2486+STABILITY: SURFACE MOTION
 EH2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2486+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH2486
 EH2486  HISTORY     - Date     Condition        Report By
 EH2486  HISTORY     - UNK      MONUMENTED       DOD
 EH2486  HISTORY     - 1983     GOOD             NGS
 EH2486  HISTORY     - 20030604 GOOD             USACE
 EH2486
 EH2486                          STATION DESCRIPTION
 EH2486
 EH2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2486'40.2 KM (24.9 MI) WSW FROM WALLS.
 EH2486'3.1 KM (1.9
 EH2486'3.1 KM (1.9 MI) EAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN
 EH2486'WALLS, THENCE 0.65 KM (0.4 MI) WEST-SOUTHWEST ALONG THE LEVEE ROAD TO
 EH2486'A LOCKED IRON GATE, THENCE 36.5 KM (22.6 MI) WEST-SOUTHWEST ALONG THE
 EH2486'LEVEE ROAD TO THE MARK, 0.3 METER (1.0 FT) SOUTHEAST OF CONCRETE
 EH2486'MILEPOST NUMBER 22/23 AND 7.6 METERS (25.0 FT) SOUTHEAST OF
 EH2486'APPROXIMATE CENTER OF THE LEVEE ROAD.
 EH2486'THE MARK IS 1.5 M BELOW LEVEE ROAD.
 EH2486
 EH2486                          STATION RECOVERY (2003)
 EH2486
 EH2486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0811 ***********************************************************************
 EH0811  DESIGNATION -  22/B
 EH0811  PID         -  EH0811
 EH0811  STATE/COUNTY-  MS/COAHOMA
 EH0811  USGS QUAD   -  HELENA (1982)
 EH0811
 EH0811                         *CURRENT SURVEY CONTROL
 EH0811  ___________________________________________________________________
 EH0811* NAD 83(1986)-  34 30 59.     (N)    090 34 21.     (W)     SCALED    
 EH0811* NAVD 88     -        55.526  (meters)     182.17   (feet)  ADJUSTED  
 EH0811  ___________________________________________________________________
 EH0811  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0811  DYNAMIC HT  -          55.473 (meters)     182.00  (feet)  COMP
 EH0811  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EH0811
 EH0811  VERT ORDER  -  SECOND    CLASS 0
 EH0811
 EH0811.The horizontal coordinates were scaled from a topographic map and have
 EH0811.an estimated accuracy of +/- 6 seconds.
 EH0811
 EH0811.The orthometric height was determined by differential leveling
 EH0811.and adjusted in June 1991.
 EH0811
 EH0811.The geoid height was determined by GEOID03.
 EH0811
 EH0811.The dynamic height is computed by dividing the NAVD 88
 EH0811.geopotential number by the normal gravity value computed on the
 EH0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0811.degrees latitude (g = 980.6199 gals.).
 EH0811
 EH0811.The modeled gravity was interpolated from observed gravity values.
 EH0811
 EH0811;                    North         East    Units  Estimated Accuracy
 EH0811;SPC MS W     -   556,250.      678,040.      MT  (+/- 180 meters Scaled)
 EH0811
 EH0811                          SUPERSEDED SURVEY CONTROL
 EH0811
 EH0811  NGVD 29 (??/??/??)   55.658  (m)          182.60   (f) ADJUSTED    2 0
 EH0811
 EH0811.Superseded values are not recommended for survey control.
 EH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0811.See file dsdata.txt to determine how the superseded data were derived.
 EH0811
 EH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU228220(NAD 83)
 EH0811_MARKER: P = PIPE CAP
 EH0811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0811_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0811
 EH0811  HISTORY     - Date     Condition        Report By
 EH0811  HISTORY     - UNK      MONUMENTED       MRC
 EH0811  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0811
 EH0811                          STATION DESCRIPTION
 EH0811
 EH0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0811'IN HELENA.
 EH0811'ON THE EAST BANK OF THE MISSISSIPPI RIVER, ACROSS THE RIVER FROM
 EH0811'HELENA, ARK. AT THE OLD FERRY LANDING OF GLENDALE, AND ABOUT 600 YARDS
 EH0811'NORTH OF THE PRESENT LANDING, BACK FROM THE RIVER ABOUT 100 METERS, 6
 EH0811'FEET NORTH OF A 5 FOOT COTTONWOOD TREE, 15 FEET EAST OF WHAT WAS AN
 EH0811'OLD RAILROAD BED LEADING DOWN TO THE RIVER THE RAILROAD MAKING A CURVE
 EH0811'AT THIS POINT BUT IT HAS BEEN PRACTICALLY WASHED AWAY, AN OLD CEDAR
 EH0811'POST REMAINS THAT PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND IS 3 FEET
 EH0811'EAST OF THE ABOVE COTTONWOOD TREE, AN UNDERGROUND MARK 1 FOOT SQUARE
 EH0811'IRON BLOCK WITH A RAISED SQUARE IN THE CENTER WITH A 4-FOOT PIPE OVER
 EH0811'IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0484 ***********************************************************************
 CP0484  DESIGNATION -  220 6
 CP0484  PID         -  CP0484
 CP0484  STATE/COUNTY-  MS/HINDS
 CP0484  USGS QUAD   -  RIDGELAND (1998)
 CP0484
 CP0484                         *CURRENT SURVEY CONTROL
 CP0484  ___________________________________________________________________
 CP0484* NAD 83(2007)-  32 23 42.45408(N)    090 10 46.65654(W)     ADJUSTED  
 CP0484* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 CP0484  ___________________________________________________________________
 CP0484  EPOCH DATE  -        2002.00
 CP0484  X           -     -16,900.506 (meters)                     COMP
 CP0484  Y           -  -5,390,756.913 (meters)                     COMP
 CP0484  Z           -   3,397,554.461 (meters)                     COMP
 CP0484  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CP0484  ELLIP HEIGHT-          85.130 (meters)          (02/10/07) ADJUSTED
 CP0484  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0484
 CP0484  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0484  Type    PID    Designation                      North   East  Ellip
 CP0484  -------------------------------------------------------------------
 CP0484  NETWORK CP0484 220 6                             1.37   1.31   2.67
 CP0484  -------------------------------------------------------------------
 CP0484
 CP0484.The horizontal coordinates were established by GPS observations
 CP0484.and adjusted by the National Geodetic Survey in February 2007.
 CP0484
 CP0484.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0484.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0484.The horizontal coordinates are valid at the epoch date displayed above.
 CP0484.The epoch date for horizontal control is a decimal equivalence
 CP0484.of Year/Month/Day.
 CP0484
 CP0484.The orthometric height was scaled from a topographic map.
 CP0484
 CP0484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0484
 CP0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0484
 CP0484.The ellipsoidal height was determined by GPS observations
 CP0484.and is referenced to NAD 83.
 CP0484
 CP0484.The geoid height was determined by GEOID03.
 CP0484
 CP0484;                    North         East     Units Scale Factor Converg.
 CP0484;SPC MS W     -   320,973.147   714,460.864   MT  0.99995258   +0 04 56.5
 CP0484;SPC MS W     - 1,053,059.40  2,344,027.02   sFT  0.99995258   +0 04 56.5
 CP0484;UTM  15      - 3,587,733.801   765,296.523   MT  1.00046801   +1 30 42.9
 CP0484
 CP0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0484!SPC MS W     -   0.99998663  x   0.99995258  =   0.99993921
 CP0484!UTM  15      -   0.99998663  x   1.00046801  =   1.00045464
 CP0484
 CP0484                          SUPERSEDED SURVEY CONTROL
 CP0484
 CP0484  ELLIP H (04/15/02)   85.148  (m)                       GP(       ) 4 2
 CP0484  NAD 83(1993)-  32 23 42.45380(N)    090 10 46.65666(W) AD(       ) 1
 CP0484  ELLIP H (03/15/01)   85.155  (m)                       GP(       ) 5 2
 CP0484  NGVD 29 (??/??/92)  111.617  (m)          366.20   (f) ADJ UNCH    2 0
 CP0484
 CP0484.Superseded values are not recommended for survey control.
 CP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0484.See file dsdata.txt to determine how the superseded data were derived.
 CP0484
 CP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6529787734(NAD 83)
 CP0484_MARKER: DD = SURVEY DISK
 CP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0484_STAMPING: STA 220-6 1959
 CP0484_MARK LOGO: MSHD  
 CP0484_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CP0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0484+STABILITY: SURFACE MOTION
 CP0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0484+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 CP0484
 CP0484  HISTORY     - Date     Condition        Report By
 CP0484  HISTORY     - 1959     MONUMENTED       MSHD
 CP0484  HISTORY     - 1977     GOOD             MSHD
 CP0484  HISTORY     - 20000501 GOOD             NGS
 CP0484  HISTORY     - 20040313 MARK NOT FOUND   INDIV
 CP0484  HISTORY     - 20051125 MARK NOT FOUND   MSSU
 CP0484
 CP0484                          STATION DESCRIPTION
 CP0484
 CP0484'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0484'6.6 MI N FROM JACKSON.
 CP0484'THE MARK IS LOCATED 6.6 MILES NORTH OF THE CENTER OF DOWNTOWN JACKSON
 CP0484'ON THE WEST LAWN OF HANGING MOSS ROAD ON THE EAST LAWN OF THE HANGING
 CP0484'MOSS BAPTIST CHURCH, 1.9 MILES SOUTHWEST OF TOUGALOO, 0.2 MILE SOUTH
 CP0484'OF THE BRIDGE OVER I-200 IN THE NORTHEAST 1/4 OF SECTION 3, T 6N, R
 CP0484'1E.  IT IS 152 FEET NORTH OF A SQUARE CONCRETE POWER POLE WITH A LAMP,
 CP0484'125 FEET NORTH OF THE CENTER OF THE CHURCH DRIVEWAY, 69.5 FEET SOUTH
 CP0484'OF THE SOUTH ONE OF TWO LONE OAKS, 68.5 FEET NORTHEAST OF THE
 CP0484'NORTHEAST CORNER OF THE CHURCH AUDITORIUM, 16 FEET SOUTH OF THE
 CP0484'PROJECTED PLANE OF THE NORTH WALL OF THE CHURCH ANNEX, 27 FEET WEST OF
 CP0484'THE CENTER OF HANGING MOSS ROAD, 7 FEET SOUTHEAST OF A RIGHT OF WAY
 CP0484'MARKER, 1 FOOT SOUTHWEST OF A SHORT METAL WITNESS POST SET IN THE TOP
 CP0484'OF A SQUARE CONCRETE POST ABOUT 6 INCHES BELOW THE LEVEL OF THE STREET
 CP0484'AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST
 CP0484'OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE
 CP0484'INTERSECTION OF WOODROW WILSON DRIVE.  CONTINUE NORTH ON WEST STREET
 CP0484'FOR 2.1 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE.  CONTINUE NORTH
 CP0484'ON WEST STREET FOR 2.1 MILES TO THE INTERSECTION OF BEASLEY ROAD.
 CP0484'CONTINUE NORTH ON HANGING MOSS ROAD FOR 0.7 MILE TO MARK ON LEFT.
 CP0484
 CP0484                          STATION RECOVERY (2000)
 CP0484
 CP0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0484'RECOVERED AS DESCRIBED.
 CP0484
 CP0484                          STATION RECOVERY (2004)
 CP0484
 CP0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLH)
 CP0484'IN DESCRIPTION OF LOCATION TWO OAK TREES WERE NOT FOUND, MAYBE CUT
 CP0484'DOWN, SEVERAL CONCRETE LIGHT POLES IN THE AREA HARD TO DETERMINE WHICH
 CP0484'ONE TO MEASURE FROM BECAUSE THERE IS NO HANGING MOSS BAPTIST CHURCH
 CP0484'LOCATED 0.7 MILES NORTH OF BEASLEY ROAD.  THE CHURCH MAY HAVE BEEN
 CP0484'RENAMED BUT HARD TO DETERMINE, BECAUSE THERE ARE TWO CHURCHES RIGHT
 CP0484'BESIDE EACH OTHER.
 CP0484
 CP0484                          STATION RECOVERY (2005)
 CP0484
 CP0484'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (LQB)
 CP0484'DIRECTIONS AND DESCRIPTION OF MARK WERE ADEQUATE, BUT BUILDINGS I.E.
 CP0484'CHURCHES HAVE BEEN BUILT AND REMODELED WHERE ASSUMED LOCATION OF MARK.
 CP0484'DUE TO THE BUILDINGS, LIGHT POLES AND A FENCE NEAR THE AREA, THE
 CP0484'IDENTIFICATION OF THE MARK WAS VERY DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0467 ***********************************************************************
 CP0467  DESIGNATION -  220 V 1
 CP0467  PID         -  CP0467
 CP0467  STATE/COUNTY-  MS/HINDS
 CP0467  USGS QUAD   -  JACKSON (1998)
 CP0467
 CP0467                         *CURRENT SURVEY CONTROL
 CP0467  ___________________________________________________________________
 CP0467* NAD 83(1986)-  32 18 07.     (N)    090 14 53.     (W)     SCALED    
 CP0467* NAVD 88     -       111.17   (+/-2cm)     364.7    (feet)  VERTCON   
 CP0467  ___________________________________________________________________
 CP0467  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0467
 CP0467.The horizontal coordinates were scaled from a topographic map and have
 CP0467.an estimated accuracy of +/- 6 seconds.
 CP0467
 CP0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0467.The vertical order pertains to the NGVD 29 superseded value.
 CP0467
 CP0467.The geoid height was determined by GEOID03.
 CP0467
 CP0467;                    North         East    Units  Estimated Accuracy
 CP0467;SPC MS W     -   310,630.      708,030.      MT  (+/- 180 meters Scaled)
 CP0467
 CP0467                          SUPERSEDED SURVEY CONTROL
 CP0467
 CP0467  NGVD 29 (??/??/92)  111.198  (m)          364.82   (f) ADJ UNCH    2 0
 CP0467
 CP0467.Superseded values are not recommended for survey control.
 CP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0467.See file dsdata.txt to determine how the superseded data were derived.
 CP0467
 CP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR591772(NAD 83)
 CP0467_MARKER: DD = SURVEY DISK
 CP0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0467_STAMPING: BM 220V-1 1964
 CP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0467+STABILITY: SURFACE MOTION
 CP0467
 CP0467  HISTORY     - Date     Condition        Report By
 CP0467  HISTORY     - 1964     MONUMENTED       MSHD
 CP0467  HISTORY     - 1977     GOOD             MSHD
 CP0467
 CP0467                          STATION DESCRIPTION
 CP0467
 CP0467'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0467'3.6 MI W FROM JACKSON.
 CP0467'THE MARK IS LOCATED 3.6 MILES WEST OF THE CENTER OF DOWNTOWN JACKSON
 CP0467'JUST WEST OF THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND A POWER
 CP0467'SUB-STATION ABOUT 0.1 MILE WEST OF I-220 IN THE SOUTHEAST 1/4 OF
 CP0467'SECTION 1, T 5N, R 1W.  IT IS 294 FEET NORTHEAST OF THE CENTER OF THE
 CP0467'WEST BOUND LANE OF U.S. HIGHWAY 80, 155 FEET WEST OF THE CENTER OF
 CP0467'BARNETT STREET, 23 FEET WEST OF THE SOUTHEAST CORNER OF THE CYCLONE
 CP0467'FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE
 CP0467'SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.
 CP0467'NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 18 AND U.S.
 CP0467'HIGHWAY 80 IN JACKSON GO SOUTHEAST ON U.S. HIGHWAY 80 FOR 0.5 MILE TO
 CP0467'THE POWER SUB-STATION AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0476 ***********************************************************************
 CP0476  DESIGNATION -  220 V 10
 CP0476  PID         -  CP0476
 CP0476  STATE/COUNTY-  MS/HINDS
 CP0476  USGS QUAD   -  JACKSON (1998)
 CP0476
 CP0476                         *CURRENT SURVEY CONTROL
 CP0476  ___________________________________________________________________
 CP0476* NAD 83(1986)-  32 21 49.     (N)    090 13 53.     (W)     SCALED    
 CP0476* NAVD 88     -       108.85   (+/-2cm)     357.1    (feet)  VERTCON   
 CP0476  ___________________________________________________________________
 CP0476  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0476
 CP0476.The horizontal coordinates were scaled from a topographic map and have
 CP0476.an estimated accuracy of +/- 6 seconds.
 CP0476
 CP0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0476.The vertical order pertains to the NGVD 29 superseded value.
 CP0476
 CP0476.The geoid height was determined by GEOID03.
 CP0476
 CP0476;                    North         East    Units  Estimated Accuracy
 CP0476;SPC MS W     -   317,470.      709,590.      MT  (+/- 180 meters Scaled)
 CP0476
 CP0476                          SUPERSEDED SURVEY CONTROL
 CP0476
 CP0476  NGVD 29 (??/??/92)  108.914  (m)          357.33   (f) ADJ UNCH    2 0
 CP0476
 CP0476.Superseded values are not recommended for survey control.
 CP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0476.See file dsdata.txt to determine how the superseded data were derived.
 CP0476
 CP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR605841(NAD 83)
 CP0476_MARKER: DD = SURVEY DISK
 CP0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0476_STAMPING: BM 220V-10 1964
 CP0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0476+STABILITY: SURFACE MOTION
 CP0476
 CP0476  HISTORY     - Date     Condition        Report By
 CP0476  HISTORY     - 1964     MONUMENTED       MSHD
 CP0476  HISTORY     - 1977     GOOD             MSHD
 CP0476
 CP0476                          STATION DESCRIPTION
 CP0476
 CP0476'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0476'5 MI NW FROM JACKSON.
 CP0476'THE MARK IS LOCATED 5 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0476'JACKSON ON THE NORTHWEST SIDE OF I-220 NEAR A DOUBLE HIGH POWER LINE
 CP0476'CROSSING, 0.4 MILE NORTHEAST OF U.S. HIGHWAY 49, 0.65 MILE SOUTHWEST
 CP0476'OF METHODIST ORPHANAGE FARM ROAD IN THE NORTHEAST 1/4 OF SECTION 18, T
 CP0476'6N, R 1E.  IT IS 262 FEET NORTHWEST OF THE CENTER OF THE WEST BOUND
 CP0476'LANE OF I-220, 181.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST ONE OF 6
 CP0476'HIGH POWER LINE POLES, 53 FEET EAST OF A 15 INCH OAK, 2 FEET NORTH OF
 CP0476'A FENCE, 2 FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0476'SQUARE CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 CP0476'IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 CP0476'IN JACKSON GO NORTH ON NORTHWEST STREET FOR 1.95 MILES TO THE
 CP0476'INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW
 CP0476'WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE
 CP0476'NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.05 MILES TO THE
 CP0476'ENTRANCE RAMP TO I-220 (0.15 MILE BEYOND THE INTERSECTION OF NORTHSIDE
 CP0476'DRIVE).  TURN RIGHT AND GO NORTHEAST ON THE RAMP FOR 0.45 MILE TO THE
 CP0476'JUNCTION OF I-220 AND THE MARK ON THE LEFT JUST BEFORE REACHING A HIGH
 CP0476'POWER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0477 ***********************************************************************
 CP0477  DESIGNATION -  220 V 11
 CP0477  PID         -  CP0477
 CP0477  STATE/COUNTY-  MS/HINDS
 CP0477  USGS QUAD   -  JACKSON (1998)
 CP0477
 CP0477                         *CURRENT SURVEY CONTROL
 CP0477  ___________________________________________________________________
 CP0477* NAD 83(1986)-  32 22 01.     (N)    090 13 22.     (W)     SCALED    
 CP0477* NAVD 88     -       110.25   (+/-2cm)     361.7    (feet)  VERTCON   
 CP0477  ___________________________________________________________________
 CP0477  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0477  VERT ORDER  -  THIRD (See Below)
 CP0477
 CP0477.The horizontal coordinates were scaled from a topographic map and have
 CP0477.an estimated accuracy of +/- 6 seconds.
 CP0477
 CP0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0477.The vertical order pertains to the NGVD 29 superseded value.
 CP0477
 CP0477.The geoid height was determined by GEOID03.
 CP0477
 CP0477;                    North         East    Units  Estimated Accuracy
 CP0477;SPC MS W     -   317,840.      710,400.      MT  (+/- 180 meters Scaled)
 CP0477
 CP0477                          SUPERSEDED SURVEY CONTROL
 CP0477
 CP0477  NGVD 29 (??/??/??)  110.31   (m)          361.9    (f) RESET       3  
 CP0477
 CP0477.Superseded values are not recommended for survey control.
 CP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0477.See file dsdata.txt to determine how the superseded data were derived.
 CP0477
 CP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR613845(NAD 83)
 CP0477_MARKER: DD = SURVEY DISK
 CP0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0477_STAMPING: BM 220V-11 1964
 CP0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0477+STABILITY: SURFACE MOTION
 CP0477
 CP0477  HISTORY     - Date     Condition        Report By
 CP0477  HISTORY     - 1964     MONUMENTED       MSHD
 CP0477  HISTORY     - 1977     GOOD             MSHD
 CP0477
 CP0477                          STATION DESCRIPTION
 CP0477
 CP0477'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0477'5.1 MI NW FROM JACKSON.
 CP0477'THE MARK IS LOCATED 5.1 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0477'JACKSON ON THE WEST RIGHT OF WAY OF METHODIST ORPHANAGE FARM ROAD
 CP0477'ABOUT 0.1 MILE SOUTH OF THE CROSSING OF I-220 IN THE NORTHWEST 1/4 OF
 CP0477'SECTION 17, T 6N, R 1E.  IT IS 261 FEET SOUTH OF THE PROJECTED CENTER
 CP0477'OF FOREST AVENUE, 152.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CP0477'BUILDERS SUPPLY COMPANY, 110 FEET NORTH OF THE PROJECTED PLANE OF THE
 CP0477'NORTH WALL OF THE SAME BUILDING, 106 FEET SOUTH OF POWER POLE NO. 21,
 CP0477'25.5 FEET WEST OF THE CENTER OF METHODIST ORPHANAGE FARM ROAD, 2.5
 CP0477'FEET SOUTHEAST OF POWER POLE NO. 20, 2 FEET EAST OF A FENCE CORNER,
 CP0477'1.5 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0477'CONCRETE POST ABOUT 6 INCHES BELOW THE LEVEL OF THE ROAD AND IS ABOUT
 CP0477'2 INCHES BELOW THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 CP0477'IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION
 CP0477'OF WOODROW WILSON DRIVE.  CONTINUE NORTH ON WEST STREET FOR 2.1 MILES
 CP0477'TO THE INTERSECTION OF NORTHSIDE DRIVE.  CONTINUE NORTH ON HANGING
 CP0477'MOSS ROAD FOR 0.9 MILE TO THE JUNCTION OF FOREST AVENUE.  TURN LEFT
 CP0477'AND GO WEST ON FOREST AVENUE FOR 2.7 MILES TO A T INTERSECTION.  TURN
 CP0477'LEFT AND GO SOUTH ON METHODIST ORPHANAGE FARM ROAD FOR 261 FEET TO THE
 CP0477'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0478 ***********************************************************************
 CP0478  DESIGNATION -  220 V 12
 CP0478  PID         -  CP0478
 CP0478  STATE/COUNTY-  MS/HINDS
 CP0478  USGS QUAD   -  JACKSON (1998)
 CP0478
 CP0478                         *CURRENT SURVEY CONTROL
 CP0478  ___________________________________________________________________
 CP0478* NAD 83(1986)-  32 22 15.     (N)    090 12 50.     (W)     SCALED    
 CP0478* NAVD 88     -       117.63   (+/-2cm)     385.9    (feet)  VERTCON   
 CP0478  ___________________________________________________________________
 CP0478  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0478
 CP0478.The horizontal coordinates were scaled from a topographic map and have
 CP0478.an estimated accuracy of +/- 6 seconds.
 CP0478
 CP0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0478.The vertical order pertains to the NGVD 29 superseded value.
 CP0478
 CP0478.The geoid height was determined by GEOID03.
 CP0478
 CP0478;                    North         East    Units  Estimated Accuracy
 CP0478;SPC MS W     -   318,280.      711,240.      MT  (+/- 180 meters Scaled)
 CP0478
 CP0478                          SUPERSEDED SURVEY CONTROL
 CP0478
 CP0478  NGVD 29 (??/??/92)  117.690  (m)          386.12   (f) ADJ UNCH    2 0
 CP0478
 CP0478.Superseded values are not recommended for survey control.
 CP0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0478.See file dsdata.txt to determine how the superseded data were derived.
 CP0478
 CP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR621849(NAD 83)
 CP0478_MARKER: DD = SURVEY DISK
 CP0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0478_STAMPING: BM 220V-12 1964
 CP0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0478+STABILITY: SURFACE MOTION
 CP0478
 CP0478  HISTORY     - Date     Condition        Report By
 CP0478  HISTORY     - 1964     MONUMENTED       MSHD
 CP0478  HISTORY     - 1977     GOOD             MSHD
 CP0478
 CP0478                          STATION DESCRIPTION
 CP0478
 CP0478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0478'5.2 MI NW FROM JACKSON.
 CP0478'THE MARK IS LOCATED 5.2 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0478'JACKSON AT THE NORTHEAST CORNER OF THE GROUNDS OF FEDERAL AVIATION
 CP0478'COMMUNICATION STATION 260 J-A IN THE SOUTHEAST 1/4 OF SECTION 8, T 6N,
 CP0478'R 1E.  IT IS 342 FEET NORTHEAST OF THE EAST ONE OF TWO HIGH POLES WITH
 CP0478'ANTENNAS AND GUY WIRES, 16 FEET WEST OF THE CENTER OF A FIELD ROAD,
 CP0478'1.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS
 CP0478'POST SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH WITH THE
 CP0478'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH
 CP0478'ON NORTHWEST STREET FOR 4 MILES TO THE INTERSECTION OF NORTHSIDE
 CP0478'DRIVE.  CONTINUE NORTH ON HANGING MOSS ROAD FOR 0.9 MILE TO THE
 CP0478'JUNCTION OF FOREST AVENUE.  TURN LEFT AND GO WEST ON FOREST AVENUE FOR
 CP0478'1.35 MILES TO THE JUNCTION OF LIVINGSTON ROAD AND THE ENTRANCE TO LAKE
 CP0478'HICO.  CONTINUE WEST ON FOREST AVENUE FOR 0.75 MILE TO A FIELD ROAD ON
 CP0478'THE RIGHT.  TURN RIGHT AND GO NORTH ON A FIELD ROAD FOR ABOUT 0.15
 CP0478'MILE TO A FENCE CORNER AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0480 ***********************************************************************
 CP0480  DESIGNATION -  220 V 13
 CP0480  PID         -  CP0480
 CP0480  STATE/COUNTY-  MS/HINDS
 CP0480  USGS QUAD   -  RIDGELAND (1998)
 CP0480
 CP0480                         *CURRENT SURVEY CONTROL
 CP0480  ___________________________________________________________________
 CP0480* NAD 83(1986)-  32 23 07.     (N)    090 12 06.     (W)     SCALED    
 CP0480* NAVD 88     -        99.19   (+/-2cm)     325.4    (feet)  VERTCON   
 CP0480  ___________________________________________________________________
 CP0480  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0480
 CP0480.The horizontal coordinates were scaled from a topographic map and have
 CP0480.an estimated accuracy of +/- 6 seconds.
 CP0480
 CP0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0480.The vertical order pertains to the NGVD 29 superseded value.
 CP0480
 CP0480.The geoid height was determined by GEOID03.
 CP0480
 CP0480;                    North         East    Units  Estimated Accuracy
 CP0480;SPC MS W     -   319,880.      712,390.      MT  (+/- 180 meters Scaled)
 CP0480
 CP0480                          SUPERSEDED SURVEY CONTROL
 CP0480
 CP0480  NGVD 29 (??/??/92)   99.248  (m)          325.62   (f) ADJ UNCH    2 0
 CP0480
 CP0480.Superseded values are not recommended for survey control.
 CP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0480.See file dsdata.txt to determine how the superseded data were derived.
 CP0480
 CP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR632865(NAD 83)
 CP0480_MARKER: DD = SURVEY DISK
 CP0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0480_STAMPING: B.M. 220V-13 1964
 CP0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0480+STABILITY: SURFACE MOTION
 CP0480
 CP0480  HISTORY     - Date     Condition        Report By
 CP0480  HISTORY     - 1964     MONUMENTED       MSHD
 CP0480  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0480
 CP0480                          STATION DESCRIPTION
 CP0480
 CP0480'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0480'7.6 MI N FROM JACKSON.
 CP0480'TO REACH THE MARK FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 CP0480'JACKSON, GO WEST ON CAPITOL STREET 0.1 MILE TO NORTH GALLATIN STREET,
 CP0480'TURN RIGHT, NORTH AND GO 0.55 MILE TO THE END OF GALLATIN STREET,
 CP0480'CONTINUE NORTH ON BAILEY AVENUE 4.35 MILES TO THE INTERSECTION OF
 CP0480'NORTHSIDE DRIVE AND THE END OF BAILEY AVENUE, CONTINUE NORTH ON
 CP0480'WATKINS DRIVE 1.0 MILE TO A T INTERSECTION, TURN LEFT, WEST ON FORREST
 CP0480'AVENUE AND GO 0.55 MILE TO LIVINGSTON ROAD ON THE RIGHT, TURN RIGHT,
 CP0480'NORTH AND GO 1.05 MILES TO BEASLEY ROAD ON THE RIGHT, A CHURCH AND THE
 CP0480'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 CP0480'SQUARE CONCRETE POST.  IT IS ABOUT 130 FEET SOUTHEAST OF THE SOUTHEAST
 CP0480'CORNER OF THE CHURCH, 55.5 FEET WEST OF THE APPROXIMATE CENTER OF
 CP0480'LIVINGSTON ROAD, 23 FEET SOUTH OF THE CENTER OF THE CHURCH DRIVEWAY, 2
 CP0480'FEET ABOVE THE LEVEL OF LIVINGSTON ROAD AND IS FLUSH WITH THE GROUND.
 CP0480'A METAL WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 CP0480
 CP0480                          STATION RECOVERY (1977)
 CP0480
 CP0480'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0481 ***********************************************************************
 CP0481  DESIGNATION -  220 V 14
 CP0481  PID         -  CP0481
 CP0481  STATE/COUNTY-  MS/HINDS
 CP0481  USGS QUAD   -  RIDGELAND (1998)
 CP0481
 CP0481                         *CURRENT SURVEY CONTROL
 CP0481  ___________________________________________________________________
 CP0481* NAD 83(1986)-  32 23 14.     (N)    090 11 33.     (W)     SCALED    
 CP0481* NAVD 88     -       100.52   (+/-2cm)     329.8    (feet)  VERTCON   
 CP0481  ___________________________________________________________________
 CP0481  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0481
 CP0481.The horizontal coordinates were scaled from a topographic map and have
 CP0481.an estimated accuracy of +/- 6 seconds.
 CP0481
 CP0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0481.The vertical order pertains to the NGVD 29 superseded value.
 CP0481
 CP0481.The geoid height was determined by GEOID03.
 CP0481
 CP0481;                    North         East    Units  Estimated Accuracy
 CP0481;SPC MS W     -   320,100.      713,250.      MT  (+/- 180 meters Scaled)
 CP0481
 CP0481                          SUPERSEDED SURVEY CONTROL
 CP0481
 CP0481  NGVD 29 (??/??/92)  100.579  (m)          329.98   (f) ADJ UNCH    2 0
 CP0481
 CP0481.Superseded values are not recommended for survey control.
 CP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0481.See file dsdata.txt to determine how the superseded data were derived.
 CP0481
 CP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR641868(NAD 83)
 CP0481_MARKER: DD = SURVEY DISK
 CP0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0481_STAMPING: B.M. 220V-14 1964
 CP0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0481+STABILITY: SURFACE MOTION
 CP0481
 CP0481  HISTORY     - Date     Condition        Report By
 CP0481  HISTORY     - 1964     MONUMENTED       MSHD
 CP0481  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0481
 CP0481                          STATION DESCRIPTION
 CP0481
 CP0481'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0481'8.55 MI N FROM JACKSON.
 CP0481'TO REACH THE MARK FROM THE OLD CAPITOL BUILDING ON STATE STREET IN
 CP0481'JACKSON, GO NORTH ON NORTH STATE STREET 6.55 MILES TO BEASLEY ROAD ON
 CP0481'THE LEFT, TURN LEFT, WEST, AND GO 1.3 MILES TO HANGING MOSS ROAD,
 CP0481'CONTINUE WEST 0.7 MILE TO A WOODS ROAD ON THE RIGHT, TURN RIGHT, AND
 CP0481'FOLLOW THE WOODS ROAD NORTH AND WEST 0.2 MILE TO THE MARK AT THE FOOT
 CP0481'OF A SLOPE.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH SQUARE
 CP0481'CONCRETE POST.  IT IS APPROXIMATELY 570 FEET SOUTHEAST OF I-220
 CP0481'CENTERLINE STATION 611+00, ABOUT 90 FEET EAST OF WATKINS DRIVE
 CP0481'(PROPOSED) CENTERLINE STATION 13+60, 2 FEET NORTH OF A 15-INCH TWIN
 CP0481'PIN OAK AND IS FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET
 CP0481'1.5 FEET WEST OF THE MARK.
 CP0481
 CP0481                          STATION RECOVERY (1977)
 CP0481
 CP0481'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0482 ***********************************************************************
 CP0482  DESIGNATION -  220 V 15
 CP0482  PID         -  CP0482
 CP0482  STATE/COUNTY-  MS/HINDS
 CP0482  USGS QUAD   -  RIDGELAND (1998)
 CP0482
 CP0482                         *CURRENT SURVEY CONTROL
 CP0482  ___________________________________________________________________
 CP0482* NAD 83(1986)-  32 23 53.     (N)    090 10 51.     (W)     SCALED    
 CP0482* NAVD 88     -       110.42   (+/-2cm)     362.3    (feet)  VERTCON   
 CP0482  ___________________________________________________________________
 CP0482  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0482
 CP0482.The horizontal coordinates were scaled from a topographic map and have
 CP0482.an estimated accuracy of +/- 6 seconds.
 CP0482
 CP0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0482.The vertical order pertains to the NGVD 29 superseded value.
 CP0482
 CP0482.The geoid height was determined by GEOID03.
 CP0482
 CP0482;                    North         East    Units  Estimated Accuracy
 CP0482;SPC MS W     -   321,300.      714,350.      MT  (+/- 180 meters Scaled)
 CP0482
 CP0482                          SUPERSEDED SURVEY CONTROL
 CP0482
 CP0482  NGVD 29 (??/??/92)  110.488  (m)          362.49   (f) ADJ UNCH    2 0
 CP0482
 CP0482.Superseded values are not recommended for survey control.
 CP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0482.See file dsdata.txt to determine how the superseded data were derived.
 CP0482
 CP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR651880(NAD 83)
 CP0482_MARKER: DD = SURVEY DISK
 CP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0482_STAMPING: B.M. 220V-15 1964
 CP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0482+STABILITY: SURFACE MOTION
 CP0482
 CP0482  HISTORY     - Date     Condition        Report By
 CP0482  HISTORY     - 1964     MONUMENTED       MSHD
 CP0482  HISTORY     - 1974     GOOD             MSHD
 CP0482  HISTORY     - 20071123 MARK NOT FOUND   MSSU
 CP0482
 CP0482                          STATION DESCRIPTION
 CP0482
 CP0482'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0482'8.75 MI N FROM JACKSON.
 CP0482'TO REACH THE MARK FROM THE OLD CAPITOL BUILDING ON STATE STREET IN
 CP0482'JACKSON, GO NORTH ON STATE STREET 6.55 MILES TO BEASLEY ROAD, TURN
 CP0482'LEFT, WEST, AND GO 1.3 MILES TO HANGING MOSS ROAD, TURN RIGHT, NORTH,
 CP0482'AND GO 0.9 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A
 CP0482'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  IT IS ABOUT
 CP0482'0.15 MILE SOUTH OF COUNTY LINE ROAD, IN AN OPEN FIELD AND CAN BE
 CP0482'DRIVEN TO IN DRY WEATHER, ABOUT 150 FEET WEST OF THE CREST OF A HILL,
 CP0482'ABOUT 300 FEET NORTHWEST OF I-220 CENTERLINE STATION 662+00, 3.5 FEET
 CP0482'EAST OF A 15-INCH PIN OAK AND IS FLUSH WITH THE GROUND.  A METAL
 CP0482'WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 CP0482
 CP0482                          STATION RECOVERY (1974)
 CP0482
 CP0482'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CP0482'RECOVERED IN GOOD CONDITION.
 CP0482
 CP0482                          STATION RECOVERY (2007)
 CP0482
 CP0482'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (AAM)
 CP0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0483 ***********************************************************************
 CP0483  DESIGNATION -  220 V 15 RESET
 CP0483  PID         -  CP0483
 CP0483  STATE/COUNTY-  MS/HINDS
 CP0483  USGS QUAD   -  RIDGELAND (1998)
 CP0483
 CP0483                         *CURRENT SURVEY CONTROL
 CP0483  ___________________________________________________________________
 CP0483* NAD 83(1986)-  32 23 53.     (N)    090 10 51.     (W)     SCALED    
 CP0483* NAVD 88     -       109.28   (+/-2cm)     358.5    (feet)  VERTCON   
 CP0483  ___________________________________________________________________
 CP0483  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0483  VERT ORDER  -  THIRD (See Below)
 CP0483
 CP0483.The horizontal coordinates were scaled from a topographic map and have
 CP0483.an estimated accuracy of +/- 6 seconds.
 CP0483
 CP0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0483.The vertical order pertains to the NGVD 29 superseded value.
 CP0483
 CP0483.The geoid height was determined by GEOID03.
 CP0483
 CP0483;                    North         East    Units  Estimated Accuracy
 CP0483;SPC MS W     -   321,300.      714,350.      MT  (+/- 180 meters Scaled)
 CP0483
 CP0483                          SUPERSEDED SURVEY CONTROL
 CP0483
 CP0483  NGVD 29 (08/12/04)  109.35   (m)          358.8    (f) RESET       3  
 CP0483
 CP0483.Superseded values are not recommended for survey control.
 CP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0483.See file dsdata.txt to determine how the superseded data were derived.
 CP0483
 CP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR651880(NAD 83)
 CP0483_MARKER: DD = SURVEY DISK
 CP0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0483_SP_SET: CONCRETE LEG
 CP0483_STAMPING: BM 220V 15 RESET 1974
 CP0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0483
 CP0483  HISTORY     - Date     Condition        Report By
 CP0483  HISTORY     - 1974     MONUMENTED       MSHD
 CP0483  HISTORY     - 1977     GOOD             MSHD
 CP0483
 CP0483                          STATION DESCRIPTION
 CP0483
 CP0483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0483'6.8 MI N FROM JACKSON.
 CP0483'THE MARK IS LOCATED 6.8 MILES NORTH OF THE CENTER OF DOWNTOWN JACKSON
 CP0483'NEAR THE SOUTHEAST RIGHT OF WAY OF I-220 IN A RETAINING WALL BETWEEN
 CP0483'THE NORTH TWO LEGS OF A 5 LEGGED WATER TANK, 1.5 MILES WEST OF
 CP0483'TOUGALOO ABOUT 0.2 MILE SOUTH OF COUNTY LINE ROAD IN THE NORTHEAST 1/4
 CP0483'OF SECTION 3, T 6N, R 1E.  IT IS 342 FEET NORTHEAST OF THE CENTER OF
 CP0483'THE NORTHBOUND LANE OF HANGING MOSS ROAD, 198 FEET SOUTHEAST OF THE
 CP0483'CENTER OF THE EAST BOUND LANE OF I-220, 75 FEET EAST OF THE CENTER OF
 CP0483'THE ENTRANCE RAMP, 12.5 FEET NORTH OF THE NORTHWEST CORNER OF A VALVE
 CP0483'PUMP SET IN A DRILL HOLE IN A CONCRETE RETAINING WALL BETWEEN THE
 CP0483'NORTH TWO LEGS OF THE WATER TANK, 4 FEET EAST OF THE NORTHWEST LEG AND
 CP0483'IS ABOUT LEVEL WITH THE RAMP.  NOTE-- TO REACH FROM THE U.S. POST
 CP0483'OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 4 MILES TO THE
 CP0483'INTERSECTION OF NORTHSIDE DRIVE.  CONTINUE NORTH ON HANGING MOSS ROAD
 CP0483'FOR 2.85 MILES TO THE ENTRANCE RAMP TO I-220.  TURN RIGHT ONTO THE
 CP0483'RAMP AND GO NORTH FOR ABOUT 100 YARDS TO THE TANK AND THE MARK ON THE
 CP0483'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0485 ***********************************************************************
 CP0485  DESIGNATION -  220 V 16
 CP0485  PID         -  CP0485
 CP0485  STATE/COUNTY-  MS/MADISON
 CP0485  USGS QUAD   -  RIDGELAND (1998)
 CP0485
 CP0485                         *CURRENT SURVEY CONTROL
 CP0485  ___________________________________________________________________
 CP0485* NAD 83(1986)-  32 24 10.     (N)    090 10 29.     (W)     SCALED    
 CP0485* NAVD 88     -       114.09   (+/-2cm)     374.3    (feet)  VERTCON   
 CP0485  ___________________________________________________________________
 CP0485  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0485
 CP0485.The horizontal coordinates were scaled from a topographic map and have
 CP0485.an estimated accuracy of +/- 6 seconds.
 CP0485
 CP0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0485.The vertical order pertains to the NGVD 29 superseded value.
 CP0485
 CP0485.The geoid height was determined by GEOID03.
 CP0485
 CP0485;                    North         East    Units  Estimated Accuracy
 CP0485;SPC MS W     -   321,820.      714,920.      MT  (+/- 180 meters Scaled)
 CP0485
 CP0485                          SUPERSEDED SURVEY CONTROL
 CP0485
 CP0485  NGVD 29 (??/??/92)  114.150  (m)          374.51   (f) ADJ UNCH    2 0
 CP0485
 CP0485.Superseded values are not recommended for survey control.
 CP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0485.See file dsdata.txt to determine how the superseded data were derived.
 CP0485
 CP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR657885(NAD 83)
 CP0485_MARKER: DD = SURVEY DISK
 CP0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0485_SP_SET: CONCRETE POST
 CP0485_STAMPING: BM 220 V 16 1964
 CP0485_MARK LOGO: MSHD  
 CP0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0485+STABILITY: SURFACE MOTION
 CP0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0485+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1989
 CP0485
 CP0485  HISTORY     - Date     Condition        Report By
 CP0485  HISTORY     - 1964     MONUMENTED       MSHD
 CP0485  HISTORY     - 19890508 SEE DESCRIPTION  MSHD
 CP0485
 CP0485                          STATION DESCRIPTION
 CP0485
 CP0485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0485'9.1 MI N FROM JACKSON.
 CP0485'TO REACH THE MARK FROM THE OLD CAPITOL BUILDING ON STATE STREET IN
 CP0485'JACKSON, GO NORTH ON STATE STREET 7.55 MILES TO COUNTY LINE ROAD, TURN
 CP0485'LEFT, WEST, AND GO 1.5 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN
 CP0485'RIGHT, NORTH, AND GO 0.15 MILE TO A Y INTERSECTION, BEAR RIGHT AND GO
 CP0485'0.05 MILE TO THE END OF THE ROAD, A GARBAGE DUMP AND THE MARK AS
 CP0485'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH SQUARE
 CP0485'CONCRETE POST.  IT IS ABOUT 50 FEET WEST OF THE CENTER OF THE ROAD, 35
 CP0485'FEET SOUTHWEST OF THE GARBAGE DUMP, 3 FEET SOUTHWEST OF A 20-INCH OAK,
 CP0485'AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET 2 FEET SOUTHEAST OF
 CP0485'THE MARK.
 CP0485
 CP0485                          STATION RECOVERY (1989)
 CP0485
 CP0485'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0485'MARK WAS SEARCHED FOR AND WAS NOT FOUND. THE AREA IS NOW AN INDUSTRIAL
 CP0485'PARK SO THE MARK WAS PROBABLY DESTROYED WHEN THE AREA WAS DEVELOPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0486 ***********************************************************************
 CP0486  DESIGNATION -  220 V 17
 CP0486  PID         -  CP0486
 CP0486  STATE/COUNTY-  MS/MADISON
 CP0486  USGS QUAD   -  RIDGELAND (1998)
 CP0486
 CP0486                         *CURRENT SURVEY CONTROL
 CP0486  ___________________________________________________________________
 CP0486* NAD 83(1986)-  32 24 28.     (N)    090 09 59.     (W)     SCALED    
 CP0486* NAVD 88     -       107.98   (+/-2cm)     354.3    (feet)  VERTCON   
 CP0486  ___________________________________________________________________
 CP0486  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0486  VERT ORDER  -  THIRD (See Below)
 CP0486
 CP0486.The horizontal coordinates were scaled from a topographic map and have
 CP0486.an estimated accuracy of +/- 6 seconds.
 CP0486
 CP0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0486.The vertical order pertains to the NGVD 29 superseded value.
 CP0486
 CP0486.The geoid height was determined by GEOID03.
 CP0486
 CP0486;                    North         East    Units  Estimated Accuracy
 CP0486;SPC MS W     -   322,380.      715,700.      MT  (+/- 180 meters Scaled)
 CP0486
 CP0486                          SUPERSEDED SURVEY CONTROL
 CP0486
 CP0486  NGVD 29 (??/??/??)  108.04   (m)          354.5    (f) RESET       3  
 CP0486
 CP0486.Superseded values are not recommended for survey control.
 CP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0486.See file dsdata.txt to determine how the superseded data were derived.
 CP0486
 CP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR665891(NAD 83)
 CP0486_MARKER: DD = SURVEY DISK
 CP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0486_SP_SET: SQUARE CONCRETE MONUMENT
 CP0486_STAMPING: BM 220V-17 1964
 CP0486_MARK LOGO: MSHD  
 CP0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0486+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 CP0486
 CP0486  HISTORY     - Date     Condition        Report By
 CP0486  HISTORY     - 1964     MONUMENTED       MSHD
 CP0486  HISTORY     - 1974     GOOD             MSHD
 CP0486  HISTORY     - 19881031 GOOD             MSHD
 CP0486  HISTORY     - 20030828 GOOD             USPSQD
 CP0486
 CP0486                          STATION DESCRIPTION
 CP0486
 CP0486'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0486'8.45 MI N FROM JACKSON.
 CP0486'TO REACH THE MARK FROM THE OLD CAPITOL ON STATE STREET IN JACKSON, GO
 CP0486'NORTH ON STATE STREET 7.55 MILES TO COUNTY LINE ROAD, TURN LEFT, WEST,
 CP0486'AND GO 0.40 MILE TO THE ENTRANCE TO TOUGALOO COLLEGE, TURN RIGHT,
 CP0486'ENTER COLLEGE CAMPUS AND GO 0.5 MILE TO THE COLLEGE WATER TANK,
 CP0486'CONTINUE NORTHWESTERLY AND WEST 0.5 MILE TO A DIRT LANE ON THE LEFT,
 CP0486'TURN LEFT AND FOLLOW A FENCE LINE ALONG THE WEST SIDE OF A CULTIVATED
 CP0486'FIELD 0.15 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 CP0486'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  IT IS ABOUT 210 FEET NORTH
 CP0486'OF I-220 CENTERLINE STATION 717+30, 150 FEET NORTHEAST OF THE
 CP0486'NORTHEAST CORNER OF AN OLD ABANDONED TENANT HOUSE, 120 FEET SOUTH OF A
 CP0486'HIGH VOLTAGE LINE, 2.0 FEET EAST OF A FENCE, 1.5 FEET WEST OF A
 CP0486'TELEPHONE LINE POLE AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET
 CP0486'1.5 FEET SOUTH OF THE MARK.
 CP0486
 CP0486                          STATION RECOVERY (1974)
 CP0486
 CP0486'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CP0486'THE MARK WAS IN DANGER OF BEING DESTROYED DURING CONSTRUCTION AND WAS
 CP0486'RESET AT THIS TIME BUT THE OLD MARK WAS NOT DESTROYED. THE MARK IS
 CP0486'LOCATED 8.45 MILES NORTH OF JACKSON ON THE NW ROW OF I-220, 2.7 MILES
 CP0486'SW OF RIDGELAND, ABOUT 0.6 MILE NW OF TOUGALOO COLLEGE IN THE NE 1/4
 CP0486'OF SECTION 35, T 7N, R 10W. IT IS 123 FEET NW OF THE CENTER OF THE
 CP0486'LEFT LANE OF I-220, 181.5 FEET SSW OF THE SOUTH LEG OF THE SE AND THE
 CP0486'SHORTEST OF TWO HIGH POWER LINE TOWERS, 1.5 FEET NE OF A METAL
 CP0486'WITNESS POST SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND IS
 CP0486'FLUSH WITH THE GROUND. TO REACH FROM THE STATE HIGHWAY LABORATORY
 CP0486'BUILDING IN THE NE ANGLE OF WOODROW WILSON AND WEST STREET IN JACKSON
 CP0486'GO NORTH ON WEST STREET FOR 2.1 MILES TO THE INTERSECTION OF
 CP0486'NORTHSIDE DRIVE. CONTINUE NORTH ON HANGING MOSS ROAD FOR 3.2 MILES TO
 CP0486'A T INTERSECTION. TURN RIGHT AND GO EAST ON COUNTY LINE ROAD FOR 1.45
 CP0486'MILES TO THE ENTRANCE TO TOUGALOO COLLEGE. TURN LEFT AND FOLLOW A
 CP0486'WINDING BLACK TOP ROAD THROUGH THE COLLEGE FOR 0.6 MILE TO A SIDE
 CP0486'ROAD RIGHT JUST BEFORE REACHING THE WATER TANK. TURN RIGHT AND GO
 CP0486'NORTHWEST ON A GRAVELED ROAD FOR 0.3 MILE TO I-220. THENCE SW ALONG
 CP0486'I-220 FOR ABOUT 700 FEET TO THE MARK ON THE MARK ON THE RIGHT.
 CP0486
 CP0486                          STATION RECOVERY (1988)
 CP0486
 CP0486'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0486'TO REACH FROM THE I-220 BRIDGE, GO NORTHWEST ON HANGING MOSS ROAD FOR
 CP0486'0.24 KM (0.15 MI) TO THE INTERSECTION OF COUNTY LINE ROAD, CONTINUE
 CP0486'NORTH AND EAST ON A FRONTAGE ROAD FOR 1.85 KM (1.15 MI) TO THE MARK ON
 CP0486'THE RIGHT.
 CP0486'IT IS 37.49 M (123.0 FT) EAST OF A LARGE SIGN, 37.19 M (122.0 FT)
 CP0486'NORTHWEST OF THE CENTER OF THE WEST BOUND LANE OF I-220, 13.87 M
 CP0486'(45.5 FT) SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 11.89 M
 CP0486'(39.0 FT) WEST OF A ROW MARKER, 5.18 M (17.0 FT) NORTHWEST OF A
 CP0486'CYCLONE FENCE, 0.46 M (1.5 FT) NORTH OF A METAL WITNESS POST, ABOUT
 CP0486'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FRONTAGE ROAD AND IS FLUSH WITH
 CP0486'THE GROUND.
 CP0486
 CP0486                          STATION RECOVERY (2003)
 CP0486
 CP0486'RECOVERY NOTE BY US POWER SQUADRON 2003 (BW)
 CP0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0487 ***********************************************************************
 CP0487  DESIGNATION -  220 V 17 RESET
 CP0487  PID         -  CP0487
 CP0487  STATE/COUNTY-  MS/MADISON
 CP0487  USGS QUAD   -  RIDGELAND (1998)
 CP0487
 CP0487                         *CURRENT SURVEY CONTROL
 CP0487  ___________________________________________________________________
 CP0487* NAD 83(1986)-  32 24 28.     (N)    090 09 59.     (W)     SCALED    
 CP0487* NAVD 88     -       108.34   (+/-2cm)     355.4    (feet)  VERTCON   
 CP0487  ___________________________________________________________________
 CP0487  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0487  VERT ORDER  -  THIRD (See Below)
 CP0487
 CP0487.The horizontal coordinates were scaled from a topographic map and have
 CP0487.an estimated accuracy of +/- 6 seconds.
 CP0487
 CP0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0487.The vertical order pertains to the NGVD 29 superseded value.
 CP0487
 CP0487.The geoid height was determined by GEOID03.
 CP0487
 CP0487;                    North         East    Units  Estimated Accuracy
 CP0487;SPC MS W     -   322,380.      715,700.      MT  (+/- 180 meters Scaled)
 CP0487
 CP0487                          SUPERSEDED SURVEY CONTROL
 CP0487
 CP0487  NGVD 29 (08/12/04)  108.39   (m)          355.6    (f) RESET       3  
 CP0487
 CP0487.Superseded values are not recommended for survey control.
 CP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0487.See file dsdata.txt to determine how the superseded data were derived.
 CP0487
 CP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR665891(NAD 83)
 CP0487_MARKER: DD = SURVEY DISK
 CP0487_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0487_SP_SET: BASE OF A STEEL TOWER
 CP0487_STAMPING: BM 220V17 RESET 1974
 CP0487_MARK LOGO: MSHD  
 CP0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0487+STABILITY: SURFACE MOTION
 CP0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0487+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 CP0487
 CP0487  HISTORY     - Date     Condition        Report By
 CP0487  HISTORY     - 1974     MONUMENTED       MSHD
 CP0487  HISTORY     - 19881031 GOOD             MSHD
 CP0487  HISTORY     - 20030828 GOOD             USPSQD
 CP0487
 CP0487                          STATION DESCRIPTION
 CP0487
 CP0487'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CP0487'8.45 MI N FROM JACKSON.
 CP0487'THE MARK IS LOCATED 8.45 MILES NORTH OF JACKSON IN THE SOUTH CORNER OF
 CP0487'THE CONCRETE FOOTING FOR THE SOUTH LEG OF THE SE AND THE SHORTEST ONE
 CP0487'OF TWO HIGH POWER LINE STEEL TOWERS OPPOSITE I-220 CENTERLINE STATION
 CP0487'NO. 720+48, 2.7 MILES SW OF RIDGELAND, 1.2 MILES NW OF TOUGALOO IN THE
 CP0487'NE 1/4 OF SECTION 35, T 7N, R 10N.  IT IS 155 FEET NW OF THE CENTER OF
 CP0487'THE LEFT LANE OF I-220 SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE
 CP0487'CONCRETE FOOTING FOR THE SOUTH LEG OF THE SE AND THE SHORTEST OF TWO
 CP0487'HIGH POWER LINE TOWERS AND IS ABOUT 1/2 FOOT ABOVE THE GROUND. NOTE--
 CP0487'TO REACH FROM THE STATE HIGHWAY LABORATORY BUILDING IN THE NE CORNER
 CP0487'OF THE INTERSECTION OF WOODROW WILSON AND NORTHWEST STREET IN JACKSON
 CP0487'GO NORTH ON WEST STREET FOR 2.1 MILES TO THE INTERSECTION OF NORTHSIDE
 CP0487'DRIVE.  CONTINUE NORTH ON HANGING MOSS ROAD FOR 3.2 MILES TO A T
 CP0487'INTERSECTION.  TURN RIGHT AND GO EAST ON COUNTY LINE ROAD FOR 1.45
 CP0487'MILES TO THE ENTRANCE TO TOUGALOO COLLEGE ON THE LEFT. TURN SHARP LEFT
 CP0487'AND FOLLOW A WINDING BLACK TOP STREET THROUGH THE COLLEGE CAMPUS FOR
 CP0487'0.6 MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING THE WATER TANK.
 CP0487'TURN RIGHT AND GO NW ON A GRAVELED ROAD FOR 0.3 MILE TO I-220. THENCE
 CP0487'SW ALONG I-220 FOR ABOUT 450 FEET TO THE TOWER AND THE MARK ON THE
 CP0487'RIGHT.
 CP0487
 CP0487                          STATION RECOVERY (1988)
 CP0487
 CP0487'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0487'TO REACH FROM THE HANGING MOSS ROAD BRIDGE OVER I-220 IN THE NORTH
 CP0487'EDGE OF JACKSON, GO NORTHWEST ON HANGING MOSS ROAD FOR 0.24 KM
 CP0487'(0.15 MI) TO THE INTERSECTION OF COUNTYLINE ROAD, CONTINUE NORTH AND
 CP0487'EAST ON A FRONTAGE ROAD FOR 1.93 KM (1.20 MI) TO THE TOWER AND THE
 CP0487'MARK ON THE RIGHT.
 CP0487'IT IS 46.48 M (152.5 FT) NORTHWEST OF THE CENTER OF THE WEST BOUND
 CP0487'LANES OF I-220, 40.53 M (133.0 FT) SOUTHEAST OF THE CENTER OF THE
 CP0487'FRONTAGE ROAD SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BASE
 CP0487'OF THE SOUTH LEG OF THE SOUTH ONE AND SHORTEST OF TWO HIGH POWER LINE
 CP0487'TOWERS.
 CP0487
 CP0487                          STATION RECOVERY (2003)
 CP0487
 CP0487'RECOVERY NOTE BY US POWER SQUADRON 2003 (BW)
 CP0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0488 ***********************************************************************
 CP0488  DESIGNATION -  220 V 18
 CP0488  PID         -  CP0488
 CP0488  STATE/COUNTY-  MS/MADISON
 CP0488  USGS QUAD   -  RIDGELAND (1998)
 CP0488
 CP0488                         *CURRENT SURVEY CONTROL
 CP0488  ___________________________________________________________________
 CP0488* NAD 83(1986)-  32 24 42.     (N)    090 09 40.     (W)     SCALED    
 CP0488* NAVD 88     -       101.27   (+/-2cm)     332.2    (feet)  VERTCON   
 CP0488  ___________________________________________________________________
 CP0488  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0488
 CP0488.The horizontal coordinates were scaled from a topographic map and have
 CP0488.an estimated accuracy of +/- 6 seconds.
 CP0488
 CP0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0488.The vertical order pertains to the NGVD 29 superseded value.
 CP0488
 CP0488.The geoid height was determined by GEOID03.
 CP0488
 CP0488;                    North         East    Units  Estimated Accuracy
 CP0488;SPC MS W     -   322,810.      716,200.      MT  (+/- 180 meters Scaled)
 CP0488
 CP0488                          SUPERSEDED SURVEY CONTROL
 CP0488
 CP0488  NGVD 29 (??/??/92)  101.324  (m)          332.43   (f) ADJ UNCH    2 0
 CP0488
 CP0488.Superseded values are not recommended for survey control.
 CP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0488.See file dsdata.txt to determine how the superseded data were derived.
 CP0488
 CP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR669896(NAD 83)
 CP0488_MARKER: DD = SURVEY DISK
 CP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0488_SP_SET: CONCRETE POST
 CP0488_STAMPING: BM 220V-18 1964
 CP0488_MARK LOGO: MSHD  
 CP0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0488+STABILITY: SURFACE MOTION
 CP0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0488+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 CP0488
 CP0488  HISTORY     - Date     Condition        Report By
 CP0488  HISTORY     - 1964     MONUMENTED       MSHD
 CP0488  HISTORY     - 19890511 GOOD             MSHD
 CP0488  HISTORY     - 20030828 GOOD             USPSQD
 CP0488  HISTORY     - 20070317 MARK NOT FOUND   MSSU
 CP0488
 CP0488                          STATION DESCRIPTION
 CP0488
 CP0488'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0488'8.0 MI N FROM JACKSON.
 CP0488'THE MARK IS LOCATED ABOUT 8.0 MILES NORTH OF JACKSON, ABOUT 0.7 MILE
 CP0488'WEST OF THE JUNCTION OF INTERSTATE HIGHWAYS 55 AND 220, ABOUT 250 FEET
 CP0488'NORTH OF I-220 CENTERLINE STATION 742+00, IN AN OLD FENCE LINE, 17.0
 CP0488'FEET EAST OF THE CENTER OF AN OLD FIELD ROAD, 4.0 FEET EAST OF AN OLD
 CP0488'FENCE.  A METAL WITNESS POST WAS SET 2 FEET EAST OF THE MARK. THE MARK
 CP0488'IS A DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 CP0488
 CP0488                          STATION RECOVERY (1989)
 CP0488
 CP0488'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0488'TO FROM THE I-220 BRIDGE OVER I-55 AT THE NORTH EDGE OF JACKSON GO
 CP0488'WEST ON I-220 FOR 1.21 KM (0.75 MI) TO THE MARK ON THE RIGHT 0.2 KM
 CP0488'(0.10 MI) BEFORE REACHING A CONCRETE BRIDGE. MARK IS A STANDARD MSHD
 CP0488'DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.IT
 CP0488'IS 42.21 M (138.5 FT) NORTHWEST OF THE CENTER OF THE WEST BOUND LANE
 CP0488'OF I-220, 30.11 M (98.8 FT) EAST OF THE CENTER OF A SEWER MAN HOLE,
 CP0488'5.49 M (18.0 FT) EAST OF THE PROJECTED CENTER OF A WOODS ROAD, 4.42 M
 CP0488'(14.5 FT) NORTHWEST OF A CYCLONE R.O.W. FENCE, 1.98 M (6.5 FT) NORTH
 CP0488'NORTHEAST OF THE NORTHWEST ONE OF TWO GUMS AND 0.61 M (2.0 FT) WEST OF
 CP0488'A METAL WITNESS POST.
 CP0488
 CP0488                          STATION RECOVERY (2003)
 CP0488
 CP0488'RECOVERY NOTE BY US POWER SQUADRON 2003 (BW)
 CP0488'RECOVERED IN GOOD CONDITION.
 CP0488
 CP0488                          STATION RECOVERY (2007)
 CP0488
 CP0488'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (GM)
 CP0488'METAL WITNESS POST REMOVED. UNABLE TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0489 ***********************************************************************
 CP0489  DESIGNATION -  220 V 19
 CP0489  PID         -  CP0489
 CP0489  STATE/COUNTY-  MS/MADISON
 CP0489  USGS QUAD   -  RIDGELAND (1998)
 CP0489
 CP0489                         *CURRENT SURVEY CONTROL
 CP0489  ___________________________________________________________________
 CP0489* NAD 83(1986)-  32 24 49.     (N)    090 09 13.     (W)     SCALED    
 CP0489* NAVD 88     -       106.499  (meters)     349.41   (feet)  ADJUSTED  
 CP0489  ___________________________________________________________________
 CP0489  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0489  DYNAMIC HT  -         106.377 (meters)     349.01  (feet)  COMP
 CP0489  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 CP0489
 CP0489  VERT ORDER  -  SECOND    CLASS 0
 CP0489
 CP0489.The horizontal coordinates were scaled from a topographic map and have
 CP0489.an estimated accuracy of +/- 6 seconds.
 CP0489
 CP0489.The orthometric height was determined by differential leveling
 CP0489.and adjusted in June 1991.
 CP0489
 CP0489.The geoid height was determined by GEOID03.
 CP0489
 CP0489.The dynamic height is computed by dividing the NAVD 88
 CP0489.geopotential number by the normal gravity value computed on the
 CP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0489.degrees latitude (g = 980.6199 gals.).
 CP0489
 CP0489.The modeled gravity was interpolated from observed gravity values.
 CP0489
 CP0489;                    North         East    Units  Estimated Accuracy
 CP0489;SPC MS W     -   323,030.      716,910.      MT  (+/- 180 meters Scaled)
 CP0489
 CP0489                          SUPERSEDED SURVEY CONTROL
 CP0489
 CP0489  NGVD 29 (??/??/92)  106.587  (m)          349.69   (f) ADJ UNCH    2 0
 CP0489
 CP0489.Superseded values are not recommended for survey control.
 CP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0489.See file dsdata.txt to determine how the superseded data were derived.
 CP0489
 CP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR676898(NAD 83)
 CP0489_MARKER: DD = SURVEY DISK
 CP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0489_STAMPING: BM 220V-19 1964
 CP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0489+STABILITY: SURFACE MOTION
 CP0489
 CP0489  HISTORY     - Date     Condition        Report By
 CP0489  HISTORY     - 1964     MONUMENTED       MSHD
 CP0489  HISTORY     - 1975     GOOD             MSHD
 CP0489  HISTORY     - 1977     GOOD             NGS
 CP0489
 CP0489                          STATION DESCRIPTION
 CP0489
 CP0489'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0489'8.1 MI N FROM JACKSON.
 CP0489'THE MARK IS LOCATED ABOUT 8.1 MILES NORTH OF THE OLD CAPITOL IN
 CP0489'JACKSON ON THE NORTH ROW OF I-220 ABOUT 0.3 MILE WEST OF I-55 IN THE
 CP0489'NORTHWEST 1/4 OF SECTION 36, T 7N, R 1E.  IT IS 75 FEET NORTH OF THE
 CP0489'CENTER OF THE WEST BOUND LANE OF I-220, 94 FEET EAST OF A FENCE
 CP0489'CORNER, 204 FEET WEST OF A POWER POLE, 6 FEET EAST OF THE PROJECTED
 CP0489'PLANE OF THE WEST WALL OF A BRICK HOUSE, 1.5 FEET SOUTH OF A ROW
 CP0489'FENCE, 2 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0489'CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH
 CP0489'WITH THE GROUND.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING IN
 CP0489'JACKSON GO NORTH ON STATE STREET FOR 2 MILES TO THE INTERSECTION OF
 CP0489'WOODROW WILSON DRIVE.  TURN RIGHT AND GO EAST ON WOODROW WILSON DRIVE
 CP0489'FOR 0.75 MILES TO THE ENTRANCE TO I-55 NORTH.  TURN LEFT AND GO
 CP0489'NORTHEAST ONTO I-55 AND CONTINUE NORTH ON I-55 FOR 6.3 MILES TO THE
 CP0489'ENTRANCE RAMP FOR I-220.  TURN LEFT ONTO I-220 AND GO WEST FOR 0.55
 CP0489'MILE TO THE MARK ON THE RIGHT.
 CP0489
 CP0489                          STATION RECOVERY (1977)
 CP0489
 CP0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CP0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0490 ***********************************************************************
 CP0490  DESIGNATION -  220 V 19 RESET
 CP0490  PID         -  CP0490
 CP0490  STATE/COUNTY-  MS/MADISON
 CP0490  USGS QUAD   -  RIDGELAND (1998)
 CP0490
 CP0490                         *CURRENT SURVEY CONTROL
 CP0490  ___________________________________________________________________
 CP0490* NAD 83(1986)-  32 24 49.     (N)    090 09 13.     (W)     SCALED    
 CP0490* NAVD 88     -       107.54   (+/-2cm)     352.8    (feet)  VERTCON   
 CP0490  ___________________________________________________________________
 CP0490  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0490  VERT ORDER  -  THIRD (See Below)
 CP0490
 CP0490.The horizontal coordinates were scaled from a topographic map and have
 CP0490.an estimated accuracy of +/- 6 seconds.
 CP0490
 CP0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0490.The vertical order pertains to the NGVD 29 superseded value.
 CP0490
 CP0490.The geoid height was determined by GEOID03.
 CP0490
 CP0490;                    North         East    Units  Estimated Accuracy
 CP0490;SPC MS W     -   323,030.      716,910.      MT  (+/- 180 meters Scaled)
 CP0490
 CP0490                          SUPERSEDED SURVEY CONTROL
 CP0490
 CP0490  NGVD 29 (08/12/04)  107.59   (m)          353.0    (f) RESET       3  
 CP0490
 CP0490.Superseded values are not recommended for survey control.
 CP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0490.See file dsdata.txt to determine how the superseded data were derived.
 CP0490
 CP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR676898(NAD 83)
 CP0490_MARKER: DB = BENCH MARK DISK
 CP0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0490_SP_SET: COPPER-CLAD STEEL ROD
 CP0490_STAMPING: 220 V 19 RESET 1977
 CP0490_MARK LOGO: NGS   
 CP0490_PROJECTION: FLUSH
 CP0490_MAGNETIC: I = MARKER IS A STEEL ROD
 CP0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0490+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 CP0490_ROD/PIPE-DEPTH: 0.91 meters
 CP0490
 CP0490  HISTORY     - Date     Condition        Report By
 CP0490  HISTORY     - 1977     MONUMENTED       NGS
 CP0490  HISTORY     - 19890511 GOOD             MSHD
 CP0490  HISTORY     - 20030828 GOOD             USPSQD
 CP0490
 CP0490                          STATION DESCRIPTION
 CP0490
 CP0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CP0490'8.1 MI N FROM JACKSON.
 CP0490'ABOUT 0.55 MILE WEST ALONG I-220 FROM THE JUNCTION OF I-55 TO MARK ON
 CP0490'RIGHT 193 FEET EAST OF THE PROJECTED PLANE OF EAST WALL OF BRICK
 CP0490'HOUSE, 83 FEET NORTH OF THE NORTH EDGE OF THE WEST BOUND LANES OF
 CP0490'I220, 67.5 FEET EAST OF A FENCE CORNER, 62 FEET EAST OF A CONCRETE
 CP0490'RIGHT-OF-WAY MARKER, 6 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A POWER
 CP0490'POLE.
 CP0490
 CP0490                          STATION RECOVERY (1989)
 CP0490
 CP0490'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0490'THE MARK IS LOCATED 0.4 KM (0.25 MI) WEST ALONG I-220 FROM THE BRIDGE
 CP0490'OVER I-55, ON THE NORTH R.O.W. OF I-220.
 CP0490'MARK IS A STANDARD NGS DISK, CRIMPED ON TOP OF A COPPER COATED STEEL
 CP0490'ROD WITH A PLATE ON THE BOTTOM. IT IS 58.83 M (193.0 FT) EAST OF THE
 CP0490'PROJECTED PLANE OF THE EAST WALL OF A BRICK HOUSE, 30.33 M (99.5 FT)
 CP0490'NORTH OF THE NORTH EDGE OF THE WEST BOUND LANE OF I-220, 18.9 M
 CP0490'(62.0 FT) EAST OF A R O W MARKER, 18.44 M (60.5 FT) EAST OF A SLIGHT
 CP0490'BEND IN THE R O W FENCE, 0.76 M (2.5 FT) SOUTH OF A CYCLONE FENCE,
 CP0490'0.46 M (1.5 FT) WEST OF POWER POLE NO. 18,  0.37 M (1.2 FT) EAST OF A
 CP0490'METAL WITNESS POST AND IS ABOUT 2.44 M (8.0 FT) BELOW THE LEVEL OF THE
 CP0490'HIGHWAY.
 CP0490
 CP0490                          STATION RECOVERY (2003)
 CP0490
 CP0490'RECOVERY NOTE BY US POWER SQUADRON 2003 (BW)
 CP0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0468 ***********************************************************************
 CP0468  DESIGNATION -  220 V 2
 CP0468  PID         -  CP0468
 CP0468  STATE/COUNTY-  MS/HINDS
 CP0468  USGS QUAD   -  JACKSON (1998)
 CP0468
 CP0468                         *CURRENT SURVEY CONTROL
 CP0468  ___________________________________________________________________
 CP0468* NAD 83(1986)-  32 18 32.     (N)    090 14 49.     (W)     SCALED    
 CP0468* NAVD 88     -       110.09   (+/-2cm)     361.2    (feet)  VERTCON   
 CP0468  ___________________________________________________________________
 CP0468  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP0468  VERT ORDER  -  THIRD (See Below)
 CP0468
 CP0468.The horizontal coordinates were scaled from a topographic map and have
 CP0468.an estimated accuracy of +/- 6 seconds.
 CP0468
 CP0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0468.The vertical order pertains to the NGVD 29 superseded value.
 CP0468
 CP0468.The geoid height was determined by GEOID03.
 CP0468
 CP0468;                    North         East    Units  Estimated Accuracy
 CP0468;SPC MS W     -   311,400.      708,140.      MT  (+/- 180 meters Scaled)
 CP0468
 CP0468                          SUPERSEDED SURVEY CONTROL
 CP0468
 CP0468  NGVD 29 (??/??/??)  110.12   (m)          361.3    (f) RESET       3  
 CP0468
 CP0468.Superseded values are not recommended for survey control.
 CP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0468.See file dsdata.txt to determine how the superseded data were derived.
 CP0468
 CP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR592780(NAD 83)
 CP0468_MARKER: DD = SURVEY DISK
 CP0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0468_STAMPING: BM 220V-2 1964
 CP0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0468+STABILITY: SURFACE MOTION
 CP0468
 CP0468  HISTORY     - Date     Condition        Report By
 CP0468  HISTORY     - 1964     MONUMENTED       MSHD
 CP0468  HISTORY     - 1977     GOOD             MSHD
 CP0468
 CP0468                          STATION DESCRIPTION
 CP0468
 CP0468'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0468'3.6 MI WNW FROM JACKSON.
 CP0468'THE MARK IS LOCATED 3.6 MILES WEST-NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0468'JACKSON ABOUT 360 FEET WEST OF I-220 ABOUT 0.2 MILE NORTH OF ROBINSON
 CP0468'STREET IN THE NORTHEAST 1/4 OF SECTION 1, T 5N, R 1W.  IT IS 158.5
 CP0468'FEET WEST OF A RIGHT OF WAY MARKER FOR I-220, 72 FEET NORTH-NORTHWEST
 CP0468'OF A 20 INCH OAK, 59 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY
 CP0468'WIRE AT THE END OF THE LINE, 43 FEET NORTHWEST OF AN 18 INCH OAK, 3
 CP0468'FEET EAST OF A 40 INCH OAK, 1 FOOT WEST OF A METAL WITNESS POST SET IN
 CP0468'THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND. NOTE--
 CP0468'TO REACH FROM THE I-220 BRIDGES OVER U.S. HIGHWAY 80 GO NORTHWEST ON
 CP0468'U.S. HIGHWAY 80 FOR 0.6 MILE TO THE JUNCTION OF ROBINSON STREET AND
 CP0468'STATE HIGHWAY 18.  TURN RIGHT AND GO NORTHEAST ON ROBINSON STREET FOR
 CP0468'0.1 MILE TO THE JUNCTION OF DIXON ROAD. TURN LEFT AND GO NORTH ON
 CP0468'DIXON ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST
 CP0468'ON NOBLE STREET FOR 0.3 MILE TO A POINT THENCE EAST ALONG THE SOUTH
 CP0468'EDGE OF A TREE LINE FOR 0.1 MILE TO THE MARK ON THE LEFT ABOUT 100
 CP0468'FEET NORTH OF THE SOUTH EDGE OF THE WOODS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0479 ***********************************************************************
 CP0479  DESIGNATION -  220 V 20
 CP0479  PID         -  CP0479
 CP0479  STATE/COUNTY-  MS/HINDS
 CP0479  USGS QUAD   -  JACKSON (1998)
 CP0479
 CP0479                         *CURRENT SURVEY CONTROL
 CP0479  ___________________________________________________________________
 CP0479* NAD 83(1986)-  32 22 14.     (N)    090 12 05.     (W)     SCALED    
 CP0479* NAVD 88     -       113.19   (+/-2cm)     371.4    (feet)  VERTCON   
 CP0479  ___________________________________________________________________
 CP0479  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0479
 CP0479.The horizontal coordinates were scaled from a topographic map and have
 CP0479.an estimated accuracy of +/- 6 seconds.
 CP0479
 CP0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0479.The vertical order pertains to the NGVD 29 superseded value.
 CP0479
 CP0479.The geoid height was determined by GEOID03.
 CP0479
 CP0479;                    North         East    Units  Estimated Accuracy
 CP0479;SPC MS W     -   318,250.      712,420.      MT  (+/- 180 meters Scaled)
 CP0479
 CP0479                          SUPERSEDED SURVEY CONTROL
 CP0479
 CP0479  NGVD 29 (??/??/92)  113.247  (m)          371.54   (f) ADJ UNCH    2 0
 CP0479
 CP0479.Superseded values are not recommended for survey control.
 CP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0479.See file dsdata.txt to determine how the superseded data were derived.
 CP0479
 CP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR633849(NAD 83)
 CP0479_MARKER: DD = SURVEY DISK
 CP0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0479_STAMPING: BM 220V-20 1964
 CP0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0479+STABILITY: SURFACE MOTION
 CP0479
 CP0479  HISTORY     - Date     Condition        Report By
 CP0479  HISTORY     - 1964     MONUMENTED       MSHD
 CP0479  HISTORY     - 1977     GOOD             MSHD
 CP0479
 CP0479                          STATION DESCRIPTION
 CP0479
 CP0479'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0479'4.85 MI N FROM JACKSON.
 CP0479'THE MARK IS LOCATED 4.85 MILES NORTH OF THE CENTER OF DOWNTOWN JACKSON
 CP0479'OPPOSITE THE JUNCTION OF LIVINGSTON ROAD AND FOREST AVENUE AT THE
 CP0479'ENTRANCE TO LAKE HICO, 3.7 MILES SOUTHWEST OF TOUGALOO NEAR THE CENTER
 CP0479'OF THE NORTH SIDE OF SECTION 16, T 6N, R 1E.  IT IS 87 FEET SOUTH OF A
 CP0479'40 INCH OAK, 79 FEET SOUTH OF A FIRE HYDRANT, 65 FEET WEST OF A POWER
 CP0479'POLE WITH A TRANSFORMER AND A LAMP, 40 FEET WEST OF THE CENTER OF
 CP0479'LIVINGSTON ROAD AND THE ENTRANCE TO THE LAKE, 39.5 FEET SOUTH OF THE
 CP0479'CENTER OF FOREST AVENUE, 28 FEET NORTHWEST OF THE NORTH POLE OF A HIGH
 CP0479'POWER LINE, 2 FEET EAST OF A METAL WITNESS POST, 1.5 FEET NORTH OF A
 CP0479'CYCLONE FENCE SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT
 CP0479'ABOVE THE LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0479'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR
 CP0479'1.95 MILES TO THE INTERSECTION OF WOODROW WILSON DRIVE. CONTINUE NORTH
 CP0479'ON WEST STREET FOR 2.1 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE.
 CP0479'CONTINUE NORTH ON HANGING MOSS ROAD FOR 0.9 MILE TO THE JUNCTION OF
 CP0479'FOREST AVENUE.  TURN LEFT AND GO WEST ON FOREST AVENUE FOR 1.35 MILES
 CP0479'TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0469 ***********************************************************************
 CP0469  DESIGNATION -  220 V 3
 CP0469  PID         -  CP0469
 CP0469  STATE/COUNTY-  MS/HINDS
 CP0469  USGS QUAD   -  JACKSON (1998)
 CP0469
 CP0469                         *CURRENT SURVEY CONTROL
 CP0469  ___________________________________________________________________
 CP0469* NAD 83(1986)-  32 19 00.     (N)    090 14 58.     (W)     SCALED    
 CP0469* NAVD 88     -        98.68   (+/-2cm)     323.8    (feet)  VERTCON   
 CP0469  ___________________________________________________________________
 CP0469  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0469
 CP0469.The horizontal coordinates were scaled from a topographic map and have
 CP0469.an estimated accuracy of +/- 6 seconds.
 CP0469
 CP0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0469.The vertical order pertains to the NGVD 29 superseded value.
 CP0469
 CP0469.The geoid height was determined by GEOID03.
 CP0469
 CP0469;                    North         East    Units  Estimated Accuracy
 CP0469;SPC MS W     -   312,270.      707,900.      MT  (+/- 180 meters Scaled)
 CP0469
 CP0469                          SUPERSEDED SURVEY CONTROL
 CP0469
 CP0469  NGVD 29 (??/??/92)   98.720  (m)          323.88   (f) ADJ UNCH    2 0
 CP0469
 CP0469.Superseded values are not recommended for survey control.
 CP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0469.See file dsdata.txt to determine how the superseded data were derived.
 CP0469
 CP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR589788(NAD 83)
 CP0469_MARKER: DD = SURVEY DISK
 CP0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0469_STAMPING: BM 220V-3 1964
 CP0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0469+STABILITY: SURFACE MOTION
 CP0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0469+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 CP0469
 CP0469  HISTORY     - Date     Condition        Report By
 CP0469  HISTORY     - 1964     MONUMENTED       MSHD
 CP0469  HISTORY     - 1977     GOOD             MSHD
 CP0469  HISTORY     - 20020528 GOOD             MSHD
 CP0469
 CP0469                          STATION DESCRIPTION
 CP0469
 CP0469'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0469'3.9 MI WNW FROM JACKSON.
 CP0469'THE MARK IS LOCATED 3.9 MILES WEST-NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0469'JACKSON ON THE NORTH RIGHT OF WAY OF DUBARRY LANE AT THE END OF THE
 CP0469'STREET ABOUT 150 YARDS WEST OF I-220 AT THE SOUTHEAST CORNER OF THE
 CP0469'LAWN OF THE RESIDENCE OF 522 DARTMOUNT DRIVE IN THE SOUTHEAST 1/4 OF
 CP0469'SECTION 36, T 6N, R 1W.  IT IS 156 FEET EAST OF THE CENTER OF
 CP0469'DARTMOUNT DRIVE, 140.5 FEET NORTHEAST OF A UTILITY POLE WITH A LAMP
 CP0469'AND A GUY WIRE, 80 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP0469'CARPORT OF A GREEN ASBESTOS SIDING HOUSE, 21 FEET NORTH OF THE CENTER
 CP0469'OF DUBARRY LANE (GRAVELED STREET), 48.5 FEET NORTH OF THE NORTHEAST
 CP0469'CORNER OF A WOODEN FENCE, 6 FEET WEST OF A STREET BARRICADE, 2 FEET
 CP0469'SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0469'AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE I-220 BRIDGE
 CP0469'OVER U.S. HIGHWAY 80 IN JACKSON GO NORTHWEST ON U.S. HIGHWAY 80 FOR
 CP0469'0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 18 AND ROBINSON STREET. TURN
 CP0469'RIGHT AND GO NORTHEAST ON ROBINSON STREET FOR 0.1 MILE TO THE JUNCTION
 CP0469'OF DIXON ROAD.  TURN LEFT AND GO NORTH ON DIXON ROAD FOR 0.85 MILE TO
 CP0469'THE JUNCTION OF DUBARRY LANE.  TURN RIGHT AND GO EAST ON DUBARRY LANE
 CP0469'FOR 0.25 MILE TO THE MARK ON THE LEFT JUST BEYOND THE INTERSECTION OF
 CP0469'DARTMOUNT DRIVE.
 CP0469
 CP0469                          STATION RECOVERY (2002)
 CP0469
 CP0469'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0470 ***********************************************************************
 CP0470  DESIGNATION -  220 V 4
 CP0470  PID         -  CP0470
 CP0470  STATE/COUNTY-  MS/HINDS
 CP0470  USGS QUAD   -  JACKSON (1998)
 CP0470
 CP0470                         *CURRENT SURVEY CONTROL
 CP0470  ___________________________________________________________________
 CP0470* NAD 83(1986)-  32 19 29.     (N)    090 14 44.     (W)     SCALED    
 CP0470* NAVD 88     -        97.417  (meters)     319.61   (feet)  ADJUSTED  
 CP0470  ___________________________________________________________________
 CP0470  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0470  DYNAMIC HT  -          97.307 (meters)     319.25  (feet)  COMP
 CP0470  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CP0470
 CP0470  VERT ORDER  -  SECOND    CLASS 0
 CP0470
 CP0470.The horizontal coordinates were scaled from a topographic map and have
 CP0470.an estimated accuracy of +/- 6 seconds.
 CP0470
 CP0470.The orthometric height was determined by differential leveling
 CP0470.and adjusted in June 1991.
 CP0470
 CP0470.The geoid height was determined by GEOID03.
 CP0470
 CP0470.The dynamic height is computed by dividing the NAVD 88
 CP0470.geopotential number by the normal gravity value computed on the
 CP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0470.degrees latitude (g = 980.6199 gals.).
 CP0470
 CP0470.The modeled gravity was interpolated from observed gravity values.
 CP0470
 CP0470;                    North         East    Units  Estimated Accuracy
 CP0470;SPC MS W     -   313,160.      708,270.      MT  (+/- 180 meters Scaled)
 CP0470
 CP0470                          SUPERSEDED SURVEY CONTROL
 CP0470
 CP0470  NGVD 29 (??/??/92)   97.507  (m)          319.90   (f) ADJ UNCH    2 0
 CP0470
 CP0470.Superseded values are not recommended for survey control.
 CP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0470.See file dsdata.txt to determine how the superseded data were derived.
 CP0470
 CP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR592797(NAD 83)
 CP0470_MARKER: DD = SURVEY DISK
 CP0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0470_STAMPING: BM 220V-4 1964
 CP0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0470+STABILITY: SURFACE MOTION
 CP0470
 CP0470  HISTORY     - Date     Condition        Report By
 CP0470  HISTORY     - 1964     MONUMENTED       MSHD
 CP0470  HISTORY     - 1977     GOOD             MSHD
 CP0470  HISTORY     - 20020528 MARK NOT FOUND   MSHD
 CP0470
 CP0470                          STATION DESCRIPTION
 CP0470
 CP0470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0470'3.7 MI NW FROM JACKSON.
 CP0470'THE MARK IS LOCATED 3.7 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0470'JACKSON ON THE SOUTHEAST SIDE OF AN EXIT RAMP LEADING OFF OF I-220
 CP0470'ONTO WEST CAPITOL STREET, 5 MILES EAST OF CLINTON ABOUT 100 YARDS
 CP0470'SOUTH OF THE I.C.G. RAILROAD TRACK IN THE NORTHEAST 1/4 OF SECTION 36,
 CP0470'T 6N, R 1W.  IT IS 353 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 CP0470'SOUTHWEST ABUTMENT OF THE I-220 EXIT RAMP BRIDGE OVER THE I.C.G.
 CP0470'RAILROAD TRACK ONTO WEST CAPITOL STREET, 159 FEET SOUTHWEST OF THE
 CP0470'CENTER OF AN ABANDONED ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST
 CP0470'SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.
 CP0470'NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT THE EAST END OF
 CP0470'CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR 0.1 MILE TO THE
 CP0470'INTERSECTION OF AMITE STREET.  TURN LEFT AND GO WEST ON AMITE STREET
 CP0470'FOR 1.15 MILES TO THE INTERSECTION OF WEST CAPITOL STREET. TURN RIGHT
 CP0470'AND GO WEST ON WEST CAPITOL STREET FOR 3.05 MILES TO A CROSS STREET
 CP0470'JUST BEFORE REACHING A BRIDGE OVER THE RAILROAD TRACK. TURN LEFT AND
 CP0470'GO SOUTHWEST ON BYRD DRIVE FOR 0.35 MILE TO AN ABANDONED ROAD ON THE
 CP0470'RIGHT.  TURN RIGHT AND GO WEST ON AN ABANDONED ROAD FOR 0.1 MILE TO
 CP0470'THE MARK ON THE LEFT.
 CP0470
 CP0470                          STATION RECOVERY (2002)
 CP0470
 CP0470'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0471 ***********************************************************************
 CP0471  DESIGNATION -  220 V 5
 CP0471  PID         -  CP0471
 CP0471  STATE/COUNTY-  MS/HINDS
 CP0471  USGS QUAD   -  JACKSON (1998)
 CP0471
 CP0471                         *CURRENT SURVEY CONTROL
 CP0471  ___________________________________________________________________
 CP0471* NAD 83(1986)-  32 19 53.     (N)    090 14 43.     (W)     SCALED    
 CP0471* NAVD 88     -       104.800  (meters)     343.83   (feet)  ADJUSTED  
 CP0471  ___________________________________________________________________
 CP0471  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP0471  DYNAMIC HT  -         104.682 (meters)     343.44  (feet)  COMP
 CP0471  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CP0471
 CP0471  VERT ORDER  -  SECOND    CLASS 0
 CP0471
 CP0471.The horizontal coordinates were scaled from a topographic map and have
 CP0471.an estimated accuracy of +/- 6 seconds.
 CP0471
 CP0471.The orthometric height was determined by differential leveling
 CP0471.and adjusted in June 1991.
 CP0471
 CP0471.The geoid height was determined by GEOID03.
 CP0471
 CP0471.The dynamic height is computed by dividing the NAVD 88
 CP0471.geopotential number by the normal gravity value computed on the
 CP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0471.degrees latitude (g = 980.6199 gals.).
 CP0471
 CP0471.The modeled gravity was interpolated from observed gravity values.
 CP0471
 CP0471;                    North         East    Units  Estimated Accuracy
 CP0471;SPC MS W     -   313,900.      708,290.      MT  (+/- 180 meters Scaled)
 CP0471
 CP0471                          SUPERSEDED SURVEY CONTROL
 CP0471
 CP0471  NGVD 29 (??/??/??)  104.89   (m)          344.1    (f) RESET       3  
 CP0471
 CP0471.Superseded values are not recommended for survey control.
 CP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0471.See file dsdata.txt to determine how the superseded data were derived.
 CP0471
 CP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR593805(NAD 83)
 CP0471_MARKER: DD = SURVEY DISK
 CP0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0471_STAMPING: BM 220V-5 1964
 CP0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0471+STABILITY: SURFACE MOTION
 CP0471
 CP0471  HISTORY     - Date     Condition        Report By
 CP0471  HISTORY     - 1964     MONUMENTED       MSHD
 CP0471  HISTORY     - 1977     GOOD             MSHD
 CP0471
 CP0471                          STATION DESCRIPTION
 CP0471
 CP0471'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0471'4 MI NE FROM JACKSON.
 CP0471'THE MARK IS LOCATED 4 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0471'JACKSON NEAR THE EAST RIGHT OF WAY IF I-220 JUST SOUTH OF THE JUNCTION
 CP0471'OF AN ENTRANCE RAMP AND THE NORTH BOUND LANE ABOUT 0.25 MILE NORTH OF
 CP0471'CLINTON BLVD. 0.2 MILE SOUTH OF WELOTA DRIVE ABOUT 0.1 MILE WEST OF
 CP0471'FRENCH ELEMENTARY SCHOOL IN THE SOUTHEAST 1/4 OF SECTION 25, T 6N, R
 CP0471'1W.  IT IS 190 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CP0471'I-220, 129 FEET EAST OF THE CENTER OF THE ENTRANCE RAMP, 34 FEET WEST
 CP0471'OF THE CENTER OF A TRACK ROAD, 8 FEET WEST OF A 36 INCH OAK, 1 FOOT
 CP0471'SOUTH OF A METAL POST, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE
 CP0471'TOP OF A SQUARE CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE RAMP
 CP0471'AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH FROM THE U.S. POST
 CP0471'OFFICE IN JACKSON GO NORTH ON NORTHWEST STREET FOR 0.9 MILE TO THE
 CP0471'INTERSECTION OF FORTIFICATION STREET.  TURN LEFT AND GO WEST ON
 CP0471'FORTIFICATION STREET FOR 2.45 MILES TO THE INTERSECTION OF WOODROW
 CP0471'WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD. (BECOMES
 CP0471'BULLARD STREET AT PARKSIDE PLACE) FOR 1.5 MILES TO AN ENTRANCE RAMP TO
 CP0471'I-220 (0.1 MILE BEYOND THE INTERSECTION OF BOWLING STREET). TURN RIGHT
 CP0471'AND GO NORTHWEST FOR 0.35 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0472 ***********************************************************************
 CP0472  DESIGNATION -  220 V 6
 CP0472  PID         -  CP0472
 CP0472  STATE/COUNTY-  MS/HINDS
 CP0472  USGS QUAD   -  JACKSON (1998)
 CP0472
 CP0472                         *CURRENT SURVEY CONTROL
 CP0472  ___________________________________________________________________
 CP0472* NAD 83(1986)-  32 20 18.     (N)    090 14 55.     (W)     SCALED    
 CP0472* NAVD 88     -       109.118  (meters)     358.00   (feet)  ADJUSTED  
 CP0472  ___________________________________________________________________
 CP0472  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP0472  DYNAMIC HT  -         108.995 (meters)     357.59  (feet)  COMP
 CP0472  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 CP0472
 CP0472  VERT ORDER  -  SECOND    CLASS 0
 CP0472
 CP0472.The horizontal coordinates were scaled from a topographic map and have
 CP0472.an estimated accuracy of +/- 6 seconds.
 CP0472
 CP0472.The orthometric height was determined by differential leveling
 CP0472.and adjusted in June 1991.
 CP0472
 CP0472.The geoid height was determined by GEOID03.
 CP0472
 CP0472.The dynamic height is computed by dividing the NAVD 88
 CP0472.geopotential number by the normal gravity value computed on the
 CP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0472.degrees latitude (g = 980.6199 gals.).
 CP0472
 CP0472.The modeled gravity was interpolated from observed gravity values.
 CP0472
 CP0472;                    North         East    Units  Estimated Accuracy
 CP0472;SPC MS W     -   314,670.      707,980.      MT  (+/- 180 meters Scaled)
 CP0472
 CP0472                          SUPERSEDED SURVEY CONTROL
 CP0472
 CP0472  NGVD 29 (??/??/92)  109.209  (m)          358.30   (f) ADJ UNCH    2 0
 CP0472
 CP0472.Superseded values are not recommended for survey control.
 CP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0472.See file dsdata.txt to determine how the superseded data were derived.
 CP0472
 CP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR589812(NAD 83)
 CP0472_MARKER: DD = SURVEY DISK
 CP0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0472_STAMPING: BM 220V-6 1964
 CP0472_MARK LOGO: MSHD  
 CP0472_PROJECTION: FLUSH
 CP0472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0472+STABILITY: SURFACE MOTION
 CP0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0472+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 CP0472
 CP0472  HISTORY     - Date     Condition        Report By
 CP0472  HISTORY     - 1964     MONUMENTED       MSHD
 CP0472  HISTORY     - 1977     GOOD             MSHD
 CP0472  HISTORY     - 20020528 GOOD             MSHD
 CP0472  HISTORY     - 20071011 GOOD             NGS
 CP0472
 CP0472                          STATION DESCRIPTION
 CP0472
 CP0472'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0472'4.5 MI NW FROM JACKSON.
 CP0472'THE MARK IS LOCATED 4.5 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0472'JACKSON ON THE WEST RIGHT OF WAY OF COUNTRY CLUB DRIVE, 1.2 MILES
 CP0472'SOUTH OF NORTHSIDE DRIVE JUST NORTH OF THE SHADY OAKS COUNTRY CLUB
 CP0472'BOUNDARY, 0.1 MILE SOUTH OF INDUSTRIAL DRIVE IN THE NORTHEAST 1/4 OF
 CP0472'SECTION 25, T 6N, R 1W.  IT IS 80 FEET EAST-NORTHEAST OF A 28 INCH
 CP0472'OAK, 78 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CYCLONE
 CP0472'FENCE AROUND THE SHADY OAKS COUNTRY CLUB, 76 FEET WEST-SOUTHWEST OF
 CP0472'POLE NO. 4 1/2, 59 FEET SOUTH OF THE PROJECTED CENTER OF THE SOUTH ONE
 CP0472'OF TWO ENTRANCES TO THE CITY LIBRARY PARKING LOT, 34 FEET WEST OF THE
 CP0472'CENTER OF COUNTRY CLUB DRIVE, 7 FEET EAST OF A FENCE, 1.5 FEET NORTH
 CP0472'OF A METAL WITNESS POST, 1 FOOT SOUTH OF POLE NO. 79 SET IN THE TOP OF
 CP0472'A SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IS
 CP0472'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0472'JACKSON GO NORTH ON NORTHWEST STREET FOR 0.9 MILE TO THE INTERSECTION
 CP0472'OF FORTIFICATION STREET FOR 2.45 MILES TO THE INTERSECTION OF WOODROW
 CP0472'WILSON BLVD.  (0.3 MILE EAST OF THE JUNCTION OF PARKSIDE PLACE AND THE
 CP0472'BEGINNING OF BULLARD ST.).  TURN LEFT AND GO WEST ON BULLARD STREET
 CP0472'FOR 1.85 MILES TO THE JUNCTION OF COUNTRY CLUB DRIVE. TURN RIGHT AND
 CP0472'GO NORTH ON COUNTRY CLUB DRIVE FOR 0.8 MILE TO THE MARK ON THE LEFT.
 CP0472
 CP0472                          STATION RECOVERY (2002)
 CP0472
 CP0472'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP0472'RECOVERED IN GOOD CONDITION.
 CP0472
 CP0472                          STATION RECOVERY (2007)
 CP0472
 CP0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (KDS)
 CP0472'RECOVERED AS DESCRIBED.  THE PREVIOUSLY REFERENCED CITY LIBRARY IS
 CP0472'GONE, THE LOT IS NOW VACANT.  THE MARK IS NOW 3 FT (0.9 M) SOUTH OF A
 CP0472'RESET POWER POLE NUMBER 79.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0473 ***********************************************************************
 CP0473  DESIGNATION -  220 V 7
 CP0473  PID         -  CP0473
 CP0473  STATE/COUNTY-  MS/HINDS
 CP0473  USGS QUAD   -  JACKSON (1998)
 CP0473
 CP0473                         *CURRENT SURVEY CONTROL
 CP0473  ___________________________________________________________________
 CP0473* NAD 83(1986)-  32 20 47.     (N)    090 14 56.     (W)     SCALED    
 CP0473* NAVD 88     -       107.666  (meters)     353.23   (feet)  ADJUSTED  
 CP0473  ___________________________________________________________________
 CP0473  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP0473  DYNAMIC HT  -         107.544 (meters)     352.83  (feet)  COMP
 CP0473  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CP0473
 CP0473  VERT ORDER  -  SECOND    CLASS 0
 CP0473
 CP0473.The horizontal coordinates were scaled from a topographic map and have
 CP0473.an estimated accuracy of +/- 6 seconds.
 CP0473
 CP0473.The orthometric height was determined by differential leveling
 CP0473.and adjusted in June 1991.
 CP0473
 CP0473.The geoid height was determined by GEOID03.
 CP0473
 CP0473.The dynamic height is computed by dividing the NAVD 88
 CP0473.geopotential number by the normal gravity value computed on the
 CP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0473.degrees latitude (g = 980.6199 gals.).
 CP0473
 CP0473.The modeled gravity was interpolated from observed gravity values.
 CP0473
 CP0473;                    North         East    Units  Estimated Accuracy
 CP0473;SPC MS W     -   315,560.      707,950.      MT  (+/- 180 meters Scaled)
 CP0473
 CP0473                          SUPERSEDED SURVEY CONTROL
 CP0473
 CP0473  NGVD 29 (??/??/92)  107.755  (m)          353.53   (f) ADJ UNCH    2 0
 CP0473
 CP0473.Superseded values are not recommended for survey control.
 CP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0473.See file dsdata.txt to determine how the superseded data were derived.
 CP0473
 CP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR589821(NAD 83)
 CP0473_MARKER: DD = SURVEY DISK
 CP0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0473_STAMPING: BM 220V-7 1964
 CP0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0473+STABILITY: SURFACE MOTION
 CP0473
 CP0473  HISTORY     - Date     Condition        Report By
 CP0473  HISTORY     - 1964     MONUMENTED       MSHD
 CP0473  HISTORY     - 1977     GOOD             MSHD
 CP0473  HISTORY     - 20020528 MARK NOT FOUND   MSHD
 CP0473
 CP0473                          STATION DESCRIPTION
 CP0473
 CP0473'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0473'4.9 MI NW FROM JACKSON.
 CP0473'THE MARK IS LOCATED 4.9 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0473'JACKSON JUST SOUTH OF THE EXIT TO A PARKING LOT TO A BOWLING ALLEY
 CP0473'THAT IS CLOSED AT THE PRESENT TIME, 0.7 MILE SOUTH OF NORTHSIDE DRIVE,
 CP0473'1.35 MILES NORTH OF CLINTON BLVD. IN THE SOUTHEAST 1/4 OF SECTION 24,
 CP0473'T 6N, R 1W.  IT IS 66.5 FEET WEST OF HIGH POWER POLE NO. 29, 31 FEET
 CP0473'WEST OF THE CENTER OF COUNTRY CLUB DRIVE, 24 FEET SOUTH OF THE CENTER
 CP0473'OF THE EXIT TO THE PARKING LOT, 4.5 FEET SOUTH OF A POWER POLE, 2 FEET
 CP0473'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0473'ABOUT LEVEL WITH THE ROAD AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0473'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON NORTHWEST
 CP0473'STREET FOR 0.9 MILE TO THE INTERSECTION OF FORTIFICATION STREET. TURN
 CP0473'LEFT AND GO WEST ON FORTIFICATION STREET FOR 2.45 MILES TO THE
 CP0473'INTERSECTION OF WOODROW WILSON BLVD. (0.3 MILE SOUTH OF THE JUNCTION
 CP0473'OF PARKSIDE DRIVE AND THE BEGINNING OF BULLARD STREET). TURN LEFT AND
 CP0473'GO WEST ON BULLARD STREET FOR 0.85 MILE TO THE JUNCTION OF INDUSTRIAL
 CP0473'DRIVE FOR 1.75 MILES TO A T INTERSECTION. TURN RIGHT AND GO NORTH ON
 CP0473'COUNTRY CLUB DRIVE FOR 0.5 MILE TO THE MARK ON THE LEFT.
 CP0473
 CP0473                          STATION RECOVERY (2002)
 CP0473
 CP0473'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0474 ***********************************************************************
 CP0474  DESIGNATION -  220 V 8
 CP0474  PID         -  CP0474
 CP0474  STATE/COUNTY-  MS/HINDS
 CP0474  USGS QUAD   -  JACKSON (1998)
 CP0474
 CP0474                         *CURRENT SURVEY CONTROL
 CP0474  ___________________________________________________________________
 CP0474* NAD 83(1986)-  32 21 06.     (N)    090 14 46.     (W)     SCALED    
 CP0474* NAVD 88     -       106.917  (meters)     350.78   (feet)  ADJUSTED  
 CP0474  ___________________________________________________________________
 CP0474  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0474  DYNAMIC HT  -         106.796 (meters)     350.38  (feet)  COMP
 CP0474  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CP0474
 CP0474  VERT ORDER  -  SECOND    CLASS 0
 CP0474
 CP0474.The horizontal coordinates were scaled from a topographic map and have
 CP0474.an estimated accuracy of +/- 6 seconds.
 CP0474
 CP0474.The orthometric height was determined by differential leveling
 CP0474.and adjusted in June 1991.
 CP0474
 CP0474.The geoid height was determined by GEOID03.
 CP0474
 CP0474.The dynamic height is computed by dividing the NAVD 88
 CP0474.geopotential number by the normal gravity value computed on the
 CP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0474.degrees latitude (g = 980.6199 gals.).
 CP0474
 CP0474.The modeled gravity was interpolated from observed gravity values.
 CP0474
 CP0474;                    North         East    Units  Estimated Accuracy
 CP0474;SPC MS W     -   316,150.      708,210.      MT  (+/- 180 meters Scaled)
 CP0474
 CP0474                          SUPERSEDED SURVEY CONTROL
 CP0474
 CP0474  NGVD 29 (??/??/92)  107.007  (m)          351.07   (f) ADJ UNCH    2 0
 CP0474
 CP0474.Superseded values are not recommended for survey control.
 CP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0474.See file dsdata.txt to determine how the superseded data were derived.
 CP0474
 CP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR591827(NAD 83)
 CP0474_MARKER: DB = BENCH MARK DISK
 CP0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0474_STAMPING: BM 220V-8 1964
 CP0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0474+STABILITY: SURFACE MOTION
 CP0474
 CP0474  HISTORY     - Date     Condition        Report By
 CP0474  HISTORY     - 1964     MONUMENTED       MSHD
 CP0474  HISTORY     - 1977     GOOD             MSHD
 CP0474  HISTORY     - 1987     GOOD             LOCSUR
 CP0474
 CP0474                          STATION DESCRIPTION
 CP0474
 CP0474'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0474'4.9 MI NW FROM JACKSON.
 CP0474'THE MARK IS LOCATED 4.9 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0474'JACKSON NEAR THE WEST RIGHT OF WAY OF I-220, 0.85 MILE NORTH OF
 CP0474'INDUSTRIAL DRIVE ABOUT 0.15 MILE EAST OF COUNTRY CLUB DRIVE IN THE
 CP0474'NORTHEAST 1/4 OF SECTION 24, T 6N, R 1W.  IT IS 207 FEET SOUTHWEST OF
 CP0474'A POWER POLE WITH GUY WIRES AND THE LINE TURNS WEST, 125 FEET
 CP0474'WEST-NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF I-220, 1 FOOT
 CP0474'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0474'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0474'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON NORTHWEST
 CP0474'STREET FOR 0.9 MILE TO THE INTERSECTION OF FORTIFICATION STREET. TURN
 CP0474'LEFT AND GO WEST ON FORTIFICATION STREET FOR 2.45 MILES TO THE
 CP0474'INTERSECTION OF WOODROW WILSON BLVD. (0.3 MILE EAST OF THE JUNCTION OF
 CP0474'PARKSIDE PLACE AND THE BEGINNING OF BULLARD STREET). TURN LEFT AND GO
 CP0474'WEST ON WOODROW WILSON BLVD. FOR 1.5 MILES TO AN ENTRANCE RAMP TO
 CP0474'I-220 (0.1 MILE BEYOND THE INTERSECTION OF BOWLING STREET). TURN RIGHT
 CP0474'AND GO NORTHWEST ON THE ENTRANCE RAMP FOR 0.4 MILE TO THE JUNCTION OF
 CP0474'I-220.  CONTINUE NORTH ON I-220 FOR 1.4 MILES TO THE MARK ON THE LEFT.
 CP0474
 CP0474                          STATION RECOVERY (1987)
 CP0474
 CP0474'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (SC)
 CP0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0475 ***********************************************************************
 CP0475  DESIGNATION -  220 V 9
 CP0475  PID         -  CP0475
 CP0475  STATE/COUNTY-  MS/HINDS
 CP0475  USGS QUAD   -  JACKSON (1998)
 CP0475
 CP0475                         *CURRENT SURVEY CONTROL
 CP0475  ___________________________________________________________________
 CP0475* NAD 83(1986)-  32 21 23.     (N)    090 14 20.     (W)     SCALED    
 CP0475* NAVD 88     -       103.038  (meters)     338.05   (feet)  ADJUSTED  
 CP0475  ___________________________________________________________________
 CP0475  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0475  DYNAMIC HT  -         102.922 (meters)     337.67  (feet)  COMP
 CP0475  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CP0475
 CP0475  VERT ORDER  -  SECOND    CLASS 0
 CP0475
 CP0475.The horizontal coordinates were scaled from a topographic map and have
 CP0475.an estimated accuracy of +/- 6 seconds.
 CP0475
 CP0475.The orthometric height was determined by differential leveling
 CP0475.and adjusted in June 1991.
 CP0475
 CP0475.The geoid height was determined by GEOID03.
 CP0475
 CP0475.The dynamic height is computed by dividing the NAVD 88
 CP0475.geopotential number by the normal gravity value computed on the
 CP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0475.degrees latitude (g = 980.6199 gals.).
 CP0475
 CP0475.The modeled gravity was interpolated from observed gravity values.
 CP0475
 CP0475;                    North         East    Units  Estimated Accuracy
 CP0475;SPC MS W     -   316,670.      708,890.      MT  (+/- 180 meters Scaled)
 CP0475
 CP0475                          SUPERSEDED SURVEY CONTROL
 CP0475
 CP0475  NGVD 29 (??/??/92)  103.127  (m)          338.34   (f) ADJ UNCH    2 0
 CP0475
 CP0475.Superseded values are not recommended for survey control.
 CP0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0475.See file dsdata.txt to determine how the superseded data were derived.
 CP0475
 CP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR598832(NAD 83)
 CP0475_MARKER: DD = SURVEY DISK
 CP0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0475_STAMPING: B.M. 220V-9 1964
 CP0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0475+STABILITY: SURFACE MOTION
 CP0475
 CP0475  HISTORY     - Date     Condition        Report By
 CP0475  HISTORY     - 1964     MONUMENTED       MSHD
 CP0475
 CP0475                          STATION DESCRIPTION
 CP0475
 CP0475'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0475'5.7 MI NW FROM JACKSON.
 CP0475'TO REACH THE MARK FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 CP0475'JACKSON, GO WEST ON CAPITOL STREET 3.6 MILES TO BOLING STREET ON THE
 CP0475'RIGHT, TURN RIGHT, NORTH, AND GO 2.0 MILES TO NORTHSIDE DRIVE, TURN
 CP0475'RIGHT, EAST, AND GO 0.1 MILE TO A TIN BUILDING IN A FENCED IN
 CP0475'INCLOSURE AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 CP0475'TOP OF A 12-INCH SQUARE CONCRETE POST.  IT IS 95 FEET SOUTHEAST OF THE
 CP0475'SOUTHEAST CORNER OF THE BUILDING, 32 FEET NORTH OF THE CENTER OF
 CP0475'NORTHSIDE DRIVE, 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE CYCLONE
 CP0475'FENCE, 1 FOOT ABOVE THE LEVEL OF THE STREET, AND IS FLUSH WITH THE
 CP0475'GROUND.  A METAL WITNESS POST WAS SET 1.5 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0306 ***********************************************************************
 DJ0306  DESIGNATION -  224
 DJ0306  PID         -  DJ0306
 DJ0306  STATE/COUNTY-  MS/LOWNDES
 DJ0306  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0306
 DJ0306                         *CURRENT SURVEY CONTROL
 DJ0306  ___________________________________________________________________
 DJ0306* NAD 83(1986)-  33 29 51.     (N)    088 25 41.     (W)     SCALED    
 DJ0306* NAVD 88     -        68.418  (meters)     224.47   (feet)  ADJUSTED  
 DJ0306  ___________________________________________________________________
 DJ0306  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0306  DYNAMIC HT  -          68.346 (meters)     224.23  (feet)  COMP
 DJ0306  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DJ0306
 DJ0306  VERT ORDER  -  SECOND    CLASS 0
 DJ0306
 DJ0306.The horizontal coordinates were scaled from a topographic map and have
 DJ0306.an estimated accuracy of +/- 6 seconds.
 DJ0306
 DJ0306.The orthometric height was determined by differential leveling
 DJ0306.and adjusted in June 1991.
 DJ0306
 DJ0306.The geoid height was determined by GEOID03.
 DJ0306
 DJ0306.The dynamic height is computed by dividing the NAVD 88
 DJ0306.geopotential number by the normal gravity value computed on the
 DJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0306.degrees latitude (g = 980.6199 gals.).
 DJ0306
 DJ0306.The modeled gravity was interpolated from observed gravity values.
 DJ0306
 DJ0306;                    North         East    Units  Estimated Accuracy
 DJ0306;SPC MS E     -   443,290.      337,660.      MT  (+/- 180 meters Scaled)
 DJ0306
 DJ0306                          SUPERSEDED SURVEY CONTROL
 DJ0306
 DJ0306  NGVD 29 (??/??/92)   68.404  (m)          224.42   (f) ADJ UNCH    2 0
 DJ0306
 DJ0306.Superseded values are not recommended for survey control.
 DJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0306.See file dsdata.txt to determine how the superseded data were derived.
 DJ0306
 DJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC673073(NAD 83)
 DJ0306_MARKER: Z = SEE DESCRIPTION
 DJ0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0306_SP_SET: STEP
 DJ0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0306
 DJ0306  HISTORY     - Date     Condition        Report By
 DJ0306  HISTORY     - UNK      MONUMENTED       USGS
 DJ0306  HISTORY     - 1964     GOOD             MSHD
 DJ0306  HISTORY     - 20051205 MARK NOT FOUND   MSSU
 DJ0306
 DJ0306                          STATION DESCRIPTION
 DJ0306
 DJ0306'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0306'IN COLUMBUS.
 DJ0306'THE MARK IS LOCATED AT COLUMBUS, AT THE COUNTY COURTHOUSE, AT THE MAIN
 DJ0306'ENTRANCE ON THE SOUTHSIDE OF THE BUILDING, AND IN THE TOP OF THE WEST
 DJ0306'END OF THE FIFTH STEP ABOVE THE SIDEWALK.
 DJ0306
 DJ0306                          STATION RECOVERY (2005)
 DJ0306
 DJ0306'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 DJ0306'MARK NOT FOUND ON THE COURTHOUSE STEPS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0759 ***********************************************************************
 DK0759  DESIGNATION -  23 M BOLT
 DK0759  PID         -  DK0759
 DK0759  STATE/COUNTY-  MS/BOLIVAR
 DK0759  USGS QUAD   -  CATFISH POINT (1972)
 DK0759
 DK0759                         *CURRENT SURVEY CONTROL
 DK0759  ___________________________________________________________________
 DK0759* NAD 83(1986)-  33 39 36.     (N)    091 08 12.     (W)     SCALED    
 DK0759* NAVD 88     -        42.25   (+/-2cm)     138.6    (feet)  VERTCON   
 DK0759  ___________________________________________________________________
 DK0759  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0759  VERT ORDER  -  ? (See Below)
 DK0759
 DK0759.The horizontal coordinates were scaled from a topographic map and have
 DK0759.an estimated accuracy of +/- 6 seconds.
 DK0759
 DK0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0759.The vertical order pertains to the NGVD 29 superseded value.
 DK0759
 DK0759.The geoid height was determined by GEOID03.
 DK0759
 DK0759;                    North         East    Units  Estimated Accuracy
 DK0759;SPC MS W     -   461,530.      625,490.      MT  (+/- 180 meters Scaled)
 DK0759
 DK0759                          SUPERSEDED SURVEY CONTROL
 DK0759
 DK0759  NGVD 29 (??/??/??)   42.336  (m)          138.90   (f) ADJUSTED    ?  
 DK0759
 DK0759.Superseded values are not recommended for survey control.
 DK0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0759.See file dsdata.txt to determine how the superseded data were derived.
 DK0759
 DK0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT727260(NAD 83)
 DK0759_MARKER: B = BOLT
 DK0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0759_SP_SET: STONE
 DK0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0759+STABILITY: SURFACE MOTION
 DK0759
 DK0759  HISTORY     - Date     Condition        Report By
 DK0759  HISTORY     - UNK      MONUMENTED       DOD
 DK0759  HISTORY     - 1934     GOOD             CGS
 DK0759  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0759
 DK0759                          STATION DESCRIPTION
 DK0759
 DK0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0759'0.5 MI N FROM EUTAW.
 DK0759'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 16 INCHES ABOVE THE
 DK0759'GROUND.  LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, IN BOLIVAR
 DK0759'COUNTY, MISSISSIPPI.  ON LANDSIDE OF MAIN LEVEE AND ABOUT 1500 FT. AT
 DK0759'RIGHT ANGLES FROM ITS CREST AT A POINT ABOUT 200 FT. BELOW LEVEE PIPE
 DK0759'NO. 2700.  1146 FT. SOUTH OF P.B.M. CONTENT.  ABOUT 30 FT. FROM NORTH
 DK0759'CORNER OF CABIN.  10 FT. FROM ROAD PARALLELING LEVEE. AND NEAR CORNER
 DK0759'OF ROAD INTERSECTION.  NOTE-- AT THE EDGE OF A COTTON FIELD.
 DK0759
 DK0759                          STATION RECOVERY (1972)
 DK0759
 DK0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0758 ***********************************************************************
 DK0758  DESIGNATION -  23 M CAP
 DK0758  PID         -  DK0758
 DK0758  STATE/COUNTY-  MS/BOLIVAR
 DK0758  USGS QUAD   -  CATFISH POINT (1972)
 DK0758
 DK0758                         *CURRENT SURVEY CONTROL
 DK0758  ___________________________________________________________________
 DK0758* NAD 83(1986)-  33 39 36.     (N)    091 08 11.     (W)     SCALED    
 DK0758* NAVD 88     -        43.47   (+/-2cm)     142.6    (feet)  VERTCON   
 DK0758  ___________________________________________________________________
 DK0758  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0758  VERT ORDER  -  ? (See Below)
 DK0758
 DK0758.The horizontal coordinates were scaled from a topographic map and have
 DK0758.an estimated accuracy of +/- 6 seconds.
 DK0758
 DK0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0758.The vertical order pertains to the NGVD 29 superseded value.
 DK0758
 DK0758.The geoid height was determined by GEOID03.
 DK0758
 DK0758;                    North         East    Units  Estimated Accuracy
 DK0758;SPC MS W     -   461,530.      625,520.      MT  (+/- 180 meters Scaled)
 DK0758
 DK0758                          SUPERSEDED SURVEY CONTROL
 DK0758
 DK0758  NGVD 29 (??/??/??)   43.558  (m)          142.91   (f) ADJUSTED    ?  
 DK0758
 DK0758.Superseded values are not recommended for survey control.
 DK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0758.See file dsdata.txt to determine how the superseded data were derived.
 DK0758
 DK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT727260(NAD 83)
 DK0758_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0758_SP_SET: STONE
 DK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0758+STABILITY: SURFACE MOTION
 DK0758
 DK0758  HISTORY     - Date     Condition        Report By
 DK0758  HISTORY     - UNK      MONUMENTED       DOD
 DK0758  HISTORY     - 1934     GOOD             CGS
 DK0758  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0758
 DK0758                          STATION DESCRIPTION
 DK0758
 DK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0758'0.5 MI N FROM EUTAW.
 DK0758'A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 16 INCHES ABOVE THE GROUND.
 DK0758'LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, IN BOLIVAR COUNTY,
 DK0758'ANGLES FROM ITS CREST AT A POINT ABOUT 200 FT. BELOW LEVEE PIPE NO.
 DK0758'2700.  1146 FT. SOUTH OF P.B.M. CONTENT.  ABOUT 30 FT. FROM NORTH
 DK0758'CORNER OF CABIN.  10 FT. FROM ROAD PARALLELING LEVEE.  AND NEAR CORNER
 DK0758'OF ROAD INTERSECTION.  NOTE--AT THE EDGE OF A COTTON FIELD.
 DK0758
 DK0758                          STATION RECOVERY (1972)
 DK0758
 DK0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0592 ***********************************************************************
 EG0592  DESIGNATION -  23 RHP
 EG0592  PID         -  EG0592
 EG0592  STATE/COUNTY-  MS/LEE
 EG0592  USGS QUAD   -  SHERMAN (1980)
 EG0592
 EG0592                         *CURRENT SURVEY CONTROL
 EG0592  ___________________________________________________________________
 EG0592* NAD 83(1986)-  34 17 41.     (N)    088 45 48.     (W)     SCALED    
 EG0592* NAVD 88     -        95.802  (meters)     314.31   (feet)  ADJUSTED  
 EG0592  ___________________________________________________________________
 EG0592  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0592  DYNAMIC HT  -          95.707 (meters)     314.00  (feet)  COMP
 EG0592  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EG0592
 EG0592  VERT ORDER  -  SECOND    CLASS 0
 EG0592
 EG0592.The horizontal coordinates were scaled from a topographic map and have
 EG0592.an estimated accuracy of +/- 6 seconds.
 EG0592
 EG0592.The orthometric height was determined by differential leveling
 EG0592.and adjusted in June 1991.
 EG0592
 EG0592.The geoid height was determined by GEOID03.
 EG0592
 EG0592.The dynamic height is computed by dividing the NAVD 88
 EG0592.geopotential number by the normal gravity value computed on the
 EG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0592.degrees latitude (g = 980.6199 gals.).
 EG0592
 EG0592.The modeled gravity was interpolated from observed gravity values.
 EG0592
 EG0592;                    North         East    Units  Estimated Accuracy
 EG0592;SPC MS E     -   531,640.      306,440.      MT  (+/- 180 meters Scaled)
 EG0592
 EG0592                          SUPERSEDED SURVEY CONTROL
 EG0592
 EG0592  NGVD 29 (??/??/92)   95.762  (m)          314.18   (f) ADJ UNCH    2 0
 EG0592
 EG0592.Superseded values are not recommended for survey control.
 EG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0592.See file dsdata.txt to determine how the superseded data were derived.
 EG0592
 EG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC377962(NAD 83)
 EG0592_MARKER: DD = SURVEY DISK
 EG0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0592_STAMPING: 23 RHP 1951
 EG0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0592+STABILITY: SURFACE MOTION
 EG0592
 EG0592  HISTORY     - Date     Condition        Report By
 EG0592  HISTORY     - 1951     MONUMENTED       USGS
 EG0592  HISTORY     - 1965     GOOD             MSHD
 EG0592
 EG0592                          STATION DESCRIPTION
 EG0592
 EG0592'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0592'4.5 MI NW FROM TUPELO.
 EG0592'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0592'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION OF U. S.
 EG0592'45 AND U. S. 78.  CONTINUE NORTHWEST ON U. S. 78 FOR 3.15 MILES TO THE
 EG0592'78 DRIVE-IN THEATER AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET
 EG0592'IN THE TOP OF A 6-INCH SQUARE, CONCRETE POST.  IT IS 172 FEET
 EG0592'NORTHWEST OF BM 78V-36, 50 FEET NORTH OF U. S. 78, 23 FEET EAST OF A
 EG0592'GRAVEL ROAD, AT THE SOUTHWEST CORNER OF THE GROUNDS OF 78 DRIVE-IN,
 EG0592'ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0197 ***********************************************************************
 CP0197  DESIGNATION -  235.8
 CP0197  PID         -  CP0197
 CP0197  STATE/COUNTY-  MS/MADISON
 CP0197  USGS QUAD   -  WAY (1989)
 CP0197
 CP0197                         *CURRENT SURVEY CONTROL
 CP0197  ___________________________________________________________________
 CP0197* NAD 83(1986)-  32 38 35.     (N)    090 02 02.     (W)     SCALED    
 CP0197* NAVD 88     -        72.037  (meters)     236.34   (feet)  ADJUSTED  
 CP0197  ___________________________________________________________________
 CP0197  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CP0197  DYNAMIC HT  -          71.954 (meters)     236.07  (feet)  COMP
 CP0197  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CP0197
 CP0197  VERT ORDER  -  SECOND    CLASS 0
 CP0197
 CP0197.The horizontal coordinates were scaled from a topographic map and have
 CP0197.an estimated accuracy of +/- 6 seconds.
 CP0197
 CP0197.The orthometric height was determined by differential leveling
 CP0197.and adjusted in June 1991.
 CP0197
 CP0197.The geoid height was determined by GEOID03.
 CP0197
 CP0197.The dynamic height is computed by dividing the NAVD 88
 CP0197.geopotential number by the normal gravity value computed on the
 CP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0197.degrees latitude (g = 980.6199 gals.).
 CP0197
 CP0197.The modeled gravity was interpolated from observed gravity values.
 CP0197
 CP0197;                    North         East    Units  Estimated Accuracy
 CP0197;SPC MS W     -   348,500.      728,100.      MT  (+/- 180 meters Scaled)
 CP0197
 CP0197                          SUPERSEDED SURVEY CONTROL
 CP0197
 CP0197  NGVD 29 (??/??/92)   72.098  (m)          236.54   (f) ADJ UNCH    2 0
 CP0197
 CP0197.Superseded values are not recommended for survey control.
 CP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0197.See file dsdata.txt to determine how the superseded data were derived.
 CP0197
 CP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS782156(NAD 83)
 CP0197_MARKER: Q = CHISELED SQUARE
 CP0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0197_SP_SET: CULVERT
 CP0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0197
 CP0197  HISTORY     - Date     Condition        Report By
 CP0197  HISTORY     - UNK      MONUMENTED       CGS
 CP0197  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CP0197
 CP0197                          STATION DESCRIPTION
 CP0197
 CP0197'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0197'2.1 MI NE FROM CANTON.
 CP0197'TO REACH THE MARK FROM THE RAILROAD STATION IN CANTON, GO 2.1 MILES
 CP0197'NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD.  THE MARK IS A CHISELED
 CP0197'SQUARE.  IT IS 0.1 MILE WEST OF SEMAPHORE SIGNAL 703.4, 65 YARDS EAST
 CP0197'OF THE CENTER OF THE CROSSING OF THE YAZOO CITY-CANTON ROAD AT A
 CP0197'CONCRETE CULVERT AND ON THE TOP OF THE NORTH END OF THE WEST HEADWALL.
 CP0197'NOTE-- THE CULVERT HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0956 ***********************************************************************
 DK0956  DESIGNATION -  24 M BOLT
 DK0956  PID         -  DK0956
 DK0956  STATE/COUNTY-  MS/BOLIVAR
 DK0956  USGS QUAD   -  SCOTT (1972)
 DK0956
 DK0956                         *CURRENT SURVEY CONTROL
 DK0956  ___________________________________________________________________
 DK0956* NAD 83(1986)-  33 36 25.     (N)    091 07 12.     (W)     SCALED    
 DK0956* NAVD 88     -        41.73   (+/-2cm)     136.9    (feet)  VERTCON   
 DK0956  ___________________________________________________________________
 DK0956  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0956  VERT ORDER  -  ? (See Below)
 DK0956
 DK0956.The horizontal coordinates were scaled from a topographic map and have
 DK0956.an estimated accuracy of +/- 6 seconds.
 DK0956
 DK0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0956.The vertical order pertains to the NGVD 29 superseded value.
 DK0956
 DK0956.The geoid height was determined by GEOID03.
 DK0956
 DK0956;                    North         East    Units  Estimated Accuracy
 DK0956;SPC MS W     -   455,630.      626,990.      MT  (+/- 180 meters Scaled)
 DK0956
 DK0956                          SUPERSEDED SURVEY CONTROL
 DK0956
 DK0956  NGVD 29 (??/??/??)   41.809  (m)          137.17   (f) ADJUSTED    ?  
 DK0956
 DK0956.Superseded values are not recommended for survey control.
 DK0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0956.See file dsdata.txt to determine how the superseded data were derived.
 DK0956
 DK0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT744201(NAD 83)
 DK0956_MARKER: B = BOLT
 DK0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0956_SP_SET: STONE
 DK0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0956+STABILITY: SURFACE MOTION
 DK0956
 DK0956  HISTORY     - Date     Condition        Report By
 DK0956  HISTORY     - UNK      MONUMENTED       DOD
 DK0956  HISTORY     - 1934     GOOD             CGS
 DK0956
 DK0956                          STATION DESCRIPTION
 DK0956
 DK0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0956'2.7 MI SE FROM EUTAW.
 DK0956'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0956'THENCE ABOUT 2.2 MILES SOUTHEAST ALONG THE LEVEE, AT EASTON LANDING,
 DK0956'ON THE LANDSIDE OF THE MAIN LEVEE, ABOUT 1,500 FEET FROM A ROAD
 DK0956'CROSSING, 232 FEET SOUTHEAST OF A BLAZED 4-FOOT COTTONWOOD TREE, ABOUT
 DK0956'132 FEET SOUTHEAST OF THE CORNER OF THE BRICK CHIMNEY OF A CABIN,
 DK0956'ABOUT 100 FEET SOUTH OF A CYPRESS BREAK, 50 FEET NORTH OF A ROAD
 DK0956'LEADING TO THE ARKANSAS CITY FERRY, AND 6.5 FEET NORTHEAST OF A BLAZED
 DK0956'5-FOOT COTTONWOOD TREE.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DK0956'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK0956'PROJECTING ABOUT 16 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK0956'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0957 ***********************************************************************
 DK0957  DESIGNATION -  24 M CAP
 DK0957  PID         -  DK0957
 DK0957  STATE/COUNTY-  MS/BOLIVAR
 DK0957  USGS QUAD   -  SCOTT (1972)
 DK0957
 DK0957                         *CURRENT SURVEY CONTROL
 DK0957  ___________________________________________________________________
 DK0957* NAD 83(1986)-  33 36 25.     (N)    091 07 13.     (W)     SCALED    
 DK0957* NAVD 88     -        42.95   (+/-2cm)     140.9    (feet)  VERTCON   
 DK0957  ___________________________________________________________________
 DK0957  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0957  VERT ORDER  -  ? (See Below)
 DK0957
 DK0957.The horizontal coordinates were scaled from a topographic map and have
 DK0957.an estimated accuracy of +/- 6 seconds.
 DK0957
 DK0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0957.The vertical order pertains to the NGVD 29 superseded value.
 DK0957
 DK0957.The geoid height was determined by GEOID03.
 DK0957
 DK0957;                    North         East    Units  Estimated Accuracy
 DK0957;SPC MS W     -   455,630.      626,970.      MT  (+/- 180 meters Scaled)
 DK0957
 DK0957                          SUPERSEDED SURVEY CONTROL
 DK0957
 DK0957  NGVD 29 (??/??/??)   43.031  (m)          141.18   (f) ADJUSTED    ?  
 DK0957
 DK0957.Superseded values are not recommended for survey control.
 DK0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0957.See file dsdata.txt to determine how the superseded data were derived.
 DK0957
 DK0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT743201(NAD 83)
 DK0957_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0957
 DK0957  HISTORY     - Date     Condition        Report By
 DK0957  HISTORY     - UNK      MONUMENTED       DOD
 DK0957  HISTORY     - 1974     GOOD             NGS
 DK0957
 DK0957                          STATION DESCRIPTION
 DK0957
 DK0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0957'2.4 MI W FROM SCOTT.
 DK0957'ABOUT 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK0957'HIGHWAY 1 AND THE PAVED ROAD THAT LEADS SOUTH TO SCOTT, THENCE 2.55
 DK0957'MILES WEST-NORTHWEST ALONG A BLACK TOP ROAD TO THE MARK ON THE RIGHT,
 DK0957'ABOUT 1,500 FEET SOUTHEAST OF THE LEVEE, ABOUT 100 FEET SOUTH OF A
 DK0957'CYPRESS BREAK, 93 FEET NORTHEAST OF THE APPROX. CENTER OF THE ROAD, 68
 DK0957'FEET NORTHEAST OF A FENCE, 4.4 FEET SOUTHWEST OF A 5-FOOT DEAD
 DK0957'COTTONWOOD TREE, A COPPER BOLT SET IN THE TOP OF A STONE ABOUT 3 FEET
 DK0957'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 DK0957'ABOUT 1.4 FEET AND BEARING A USE CAP STAMPED 24M 1930 141, ALSO, 0.6
 DK0957'FOOT SOUTH OF A METAL WITNESS POST AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 DK0957'OF THE ROAD.  SEC 1, T 20N, R 9W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0776 ***********************************************************************
 CO0776  DESIGNATION -  24 S
 CO0776  PID         -  CO0776
 CO0776  STATE/COUNTY-  MS/NEWTON
 CO0776  USGS QUAD   -  NEWTON (1982)
 CO0776
 CO0776                         *CURRENT SURVEY CONTROL
 CO0776  ___________________________________________________________________
 CO0776* NAD 83(1986)-  32 19 30.     (N)    089 14 03.     (W)     SCALED    
 CO0776* NAVD 88     -       139.375  (meters)     457.27   (feet)  ADJUSTED  
 CO0776  ___________________________________________________________________
 CO0776  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO0776  DYNAMIC HT  -         139.212 (meters)     456.73  (feet)  COMP
 CO0776  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CO0776
 CO0776  VERT ORDER  -  FIRST     CLASS I
 CO0776
 CO0776.The horizontal coordinates were scaled from a topographic map and have
 CO0776.an estimated accuracy of +/- 6 seconds.
 CO0776
 CO0776.The orthometric height was determined by differential leveling
 CO0776.and adjusted in June 1991.
 CO0776
 CO0776.The geoid height was determined by GEOID03.
 CO0776
 CO0776.The dynamic height is computed by dividing the NAVD 88
 CO0776.geopotential number by the normal gravity value computed on the
 CO0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0776.degrees latitude (g = 980.6199 gals.).
 CO0776
 CO0776.The modeled gravity was interpolated from observed gravity values.
 CO0776
 CO0776;                    North         East    Units  Estimated Accuracy
 CO0776;SPC MS E     -   313,260.      262,260.      MT  (+/- 180 meters Scaled)
 CO0776
 CO0776                          SUPERSEDED SURVEY CONTROL
 CO0776
 CO0776  NGVD 29 (??/??/??)  139.368  (m)          457.24   (f) ADJUSTED    1 1
 CO0776
 CO0776.Superseded values are not recommended for survey control.
 CO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0776.See file dsdata.txt to determine how the superseded data were derived.
 CO0776
 CO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA896786(NAD 83)
 CO0776_MARKER: P = PIPE CAP
 CO0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CO0776_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CO0776_STAMPING: PRIM TRAV STA NO 24 S 1920 MISS 457
 CO0776_MARK LOGO: USGS  
 CO0776_MAGNETIC: P = MARKER IS A STEEL PIPE
 CO0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0776+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1989
 CO0776
 CO0776  HISTORY     - Date     Condition        Report By
 CO0776  HISTORY     - 1920     MONUMENTED       USGS
 CO0776  HISTORY     - 1968     POOR             NGS
 CO0776  HISTORY     - 19890621 GOOD             MSHD
 CO0776
 CO0776                          STATION DESCRIPTION
 CO0776
 CO0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0776'4.5 MI W FROM NEWTON.
 CO0776'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0776'STATION AT NEWTON, THENCE 0.1 MILE NORTH ALONG SCHOOL STREET, THENCE
 CO0776'1.25 MILES WEST ALONG WEST CHURCH STREET WHICH IS U.S. HIGHWAY 80
 CO0776'BUSINESS ROUTE, THENCE 2.9 MILES WEST ALONG U.S. HIGHWAY 80, OR ABOUT
 CO0776'0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT LAKE,
 CO0776'THENCE 5.9 MILES EAST ALONG U.S. HIGHWAY 80, 0.05 MILE SOUTHWEST AND
 CO0776'ACROSS THE ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT LAWRENCE,
 CO0776'106 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 1/2 FEET SOUTH OF
 CO0776'THE SOUTH RAIL OF THE MAIN TRACK, 12 FEET SOUTHWEST OF A TELEPHONE
 CO0776'POLE, 41 1/2 FEET NORTHWEST OF A 38-INCH OAK TREE, 99 FEET NORTHWEST
 CO0776'OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 8 3/4 RAILS WEST OF A
 CO0776'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, ABOUT 5 1/2 FEET ABOVE
 CO0776'THE LEVEL OF THE TRACK, AND A CAP ON THE TOP OF A 3-INCH IRON PIPE
 CO0776'WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 36, T 6N,
 CO0776'R 10E.  NOTE-- THIS MARK IS LOOSE AND IS LEANING SLIGHTLY TO THE
 CO0776'NORTHEAST.  IT CAN BE SLIGHTLY LIFTED BY HAND. USE WITH CAUTION.
 CO0776
 CO0776                          STATION RECOVERY (1989)
 CO0776
 CO0776'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0776'MARK IS LOCATED 6.44 KM (4.00 MI) WEST OF NEWTON IN THE COMMUNITY OF
 CO0776'LAWRENCE IN THE NW 1/4 OF SECTION 36, T6N, R10E.  TO REACH FROM THE
 CO0776'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 505 IN LAWRENCE GO EAST
 CO0776'ON U.S. HIGHWAY 80 FOR 0.24 KM (0.15 MI) TO THE MARK ON THE RIGHT
 CO0776'ABOUT 105 YARDS WEST OF A PRIVATE ROAD CROSSING.  MARK IS A STANDARD
 CO0776'U.S. GEOLOGICAL SURVEY CAP BOLTED ON TOP OF A 3.5 INCH IRON PIPE
 CO0776'PROJECTING 0.15 M (0.5 FT) .  IT IS 32.31 M (106.0 FT) SOUTH OF THE
 CO0776'CENTER OF HIGHWAY 80, 12.65 M (41.5 FT) NORTHWEST OF A 42 INCH OAK,
 CO0776'9.91 M (32.5 FT) SOUTH OF THE SOUTH RAIL AND IS ABOUT 1.68 M (5.5 FT)
 CO0776'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2489 ***********************************************************************
 EH2489  DESIGNATION -  24/25
 EH2489  PID         -  EH2489
 EH2489  STATE/COUNTY-  MS/TUNICA
 EH2489  USGS QUAD   -  COUNCIL (1991)
 EH2489
 EH2489                         *CURRENT SURVEY CONTROL
 EH2489  ___________________________________________________________________
 EH2489* NAD 83(1986)-  34 49 26.     (N)    090 22 31.     (W)     SCALED    
 EH2489* NAVD 88     -        67.905  (meters)     222.78   (feet)  ADJUSTED  
 EH2489  ___________________________________________________________________
 EH2489  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH2489  DYNAMIC HT  -          67.842 (meters)     222.58  (feet)  COMP
 EH2489  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 EH2489
 EH2489  VERT ORDER  -  FIRST     CLASS II
 EH2489
 EH2489.The horizontal coordinates were scaled from a topographic map and have
 EH2489.an estimated accuracy of +/- 6 seconds.
 EH2489
 EH2489.The orthometric height was determined by differential leveling
 EH2489.and adjusted in June 1991.
 EH2489
 EH2489.The geoid height was determined by GEOID03.
 EH2489
 EH2489.The dynamic height is computed by dividing the NAVD 88
 EH2489.geopotential number by the normal gravity value computed on the
 EH2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2489.degrees latitude (g = 980.6199 gals.).
 EH2489
 EH2489.The modeled gravity was interpolated from observed gravity values.
 EH2489
 EH2489;                    North         East    Units  Estimated Accuracy
 EH2489;SPC MS W     -   590,340.      696,160.      MT  (+/- 180 meters Scaled)
 EH2489
 EH2489                          SUPERSEDED SURVEY CONTROL
 EH2489
 EH2489  NGVD 29 (??/??/??)   67.916  (m)          222.82   (f) ADJUSTED    1 2
 EH2489
 EH2489.Superseded values are not recommended for survey control.
 EH2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2489.See file dsdata.txt to determine how the superseded data were derived.
 EH2489
 EH2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU400566(NAD 83)
 EH2489_MARKER: DD = SURVEY DISK
 EH2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2489_SP_SET: CONCRETE POST
 EH2489_STAMPING: 24/25
 EH2489_MARK LOGO: USE   
 EH2489_PROJECTION: FLUSH
 EH2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2489+STABILITY: SURFACE MOTION
 EH2489
 EH2489  HISTORY     - Date     Condition        Report By
 EH2489  HISTORY     - UNK      MONUMENTED       DOD
 EH2489  HISTORY     - 1983     GOOD             NGS
 EH2489
 EH2489                          STATION DESCRIPTION
 EH2489
 EH2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2489'27.7 KM (17.25 MI) NORT FROM TUNICA.
 EH2489'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2489'IN TUNICA, THENCE 8.4 KM (5.2 MI) WEST ALONG TUNICA CUTOFF TO THE
 EH2489'CROWN OF THE LEVEE, THENCE 19.2 KM (11.95 MI) NORTH ALONG THE LEVEE
 EH2489'ROAD TO MILEPOST NUMBER 24/25, 0.5 KM (0.35 MI) WEST-SOUTHWEST OF A
 EH2489'CATTLE GUARD IN THE ROADWAY, 0.6 KM (0.4 MI) EAST-NORTHEAST OF A
 EH2489'GRAVEL ROAD CROSSING THE LEVEE, 8.8 METERS (29.0 FT) SOUTH-SOUTHEAST
 EH2489'OF THE CENTER OF THE LEVEE ROAD, 1.0 METER (3.3 FT) SOUTH OF MILEPOST
 EH2489'24/25, AND 5.0 METERS (16.5 FT) SOUTH-SOUTHEAST OF BENCH MARK X 348
 EH2489'(SLOPE MEASUREMENT).
 EH2489'THE MARK IS 1.5 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0953 ***********************************************************************
 DK0953  DESIGNATION -  25 M BOLT
 DK0953  PID         -  DK0953
 DK0953  STATE/COUNTY-  MS/BOLIVAR
 DK0953  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0953
 DK0953                         *CURRENT SURVEY CONTROL
 DK0953  ___________________________________________________________________
 DK0953* NAD 83(1986)-  33 34 17.     (N)    091 08 06.     (W)     SCALED    
 DK0953* NAVD 88     -        40.46   (+/-2cm)     132.7    (feet)  VERTCON   
 DK0953  ___________________________________________________________________
 DK0953  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0953  VERT ORDER  -  ? (See Below)
 DK0953
 DK0953.The horizontal coordinates were scaled from a topographic map and have
 DK0953.an estimated accuracy of +/- 6 seconds.
 DK0953
 DK0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0953.The vertical order pertains to the NGVD 29 superseded value.
 DK0953
 DK0953.The geoid height was determined by GEOID03.
 DK0953
 DK0953;                    North         East    Units  Estimated Accuracy
 DK0953;SPC MS W     -   451,700.      625,570.      MT  (+/- 180 meters Scaled)
 DK0953
 DK0953                          SUPERSEDED SURVEY CONTROL
 DK0953
 DK0953  NGVD 29 (??/??/??)   40.541  (m)          133.01   (f) ADJUSTED    ?  
 DK0953
 DK0953.Superseded values are not recommended for survey control.
 DK0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0953.See file dsdata.txt to determine how the superseded data were derived.
 DK0953
 DK0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT731161(NAD 83)
 DK0953_MARKER: B = BOLT
 DK0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0953_SP_SET: STONE
 DK0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0953+STABILITY: SURFACE MOTION
 DK0953
 DK0953  HISTORY     - Date     Condition        Report By
 DK0953  HISTORY     - UNK      MONUMENTED       DOD
 DK0953  HISTORY     - 1934     GOOD             CGS
 DK0953  HISTORY     - 1972     GOOD             USGS
 DK0953
 DK0953                          STATION DESCRIPTION
 DK0953
 DK0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0953'5.4 MI S FROM EUTAW.
 DK0953'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0953'THENCE ABOUT 4.9 MILES SOUTH ALONG THE LEVEE, ON THE LANDSIDE OF THE
 DK0953'LEVEE, WEST OF THE CROSSING OF TWO SMALL DITCHES, ABOUT 1,330 FEET
 DK0953'BELOW LEVEE STATION 3100, ABOUT 712 FEET BACK OF THE LEVEE, AND ABOUT
 DK0953'108 FEET EAST OF A DESERTED HOUSE.  A COPPER BOLT, SET IN THE TOP OF A
 DK0953'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0953'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS
 DK0953'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 DK0953
 DK0953                          STATION RECOVERY (1972)
 DK0953
 DK0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3302 ***********************************************************************
 CP3302  DESIGNATION -  25 V 10
 CP3302  PID         -  CP3302
 CP3302  STATE/COUNTY-  MS/RANKIN
 CP3302  USGS QUAD   -  JACKSON SE (1988)
 CP3302
 CP3302                         *CURRENT SURVEY CONTROL
 CP3302  ___________________________________________________________________
 CP3302* NAD 83(1986)-  32 19 55.     (N)    090 06 29.     (W)     SCALED    
 CP3302* NAVD 88     -        83.950  (meters)     275.43   (feet)  ADJUSTED  
 CP3302  ___________________________________________________________________
 CP3302  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP3302  DYNAMIC HT  -          83.855 (meters)     275.11  (feet)  COMP
 CP3302  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CP3302
 CP3302  VERT ORDER  -  SECOND    CLASS II
 CP3302
 CP3302.The horizontal coordinates were scaled from a topographic map and have
 CP3302.an estimated accuracy of +/- 6 seconds.
 CP3302
 CP3302.The orthometric height was determined by differential leveling
 CP3302.and adjusted in June 1991.
 CP3302
 CP3302.The geoid height was determined by GEOID03.
 CP3302
 CP3302.The dynamic height is computed by dividing the NAVD 88
 CP3302.geopotential number by the normal gravity value computed on the
 CP3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3302.degrees latitude (g = 980.6199 gals.).
 CP3302
 CP3302.The modeled gravity was interpolated from observed gravity values.
 CP3302
 CP3302;                    North         East    Units  Estimated Accuracy
 CP3302;SPC MS W     -   313,980.      721,210.      MT  (+/- 180 meters Scaled)
 CP3302
 CP3302                          SUPERSEDED SURVEY CONTROL
 CP3302
 CP3302.No superseded survey control is available for this station.
 CP3302
 CP3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR722809(NAD 83)
 CP3302_MARKER: DD = SURVEY DISK
 CP3302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3302_SP_SET: HEADWALL
 CP3302_STAMPING: BM 25V10 1988
 CP3302_MARK LOGO: MSHD  
 CP3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3302+STABILITY: SURFACE MOTION
 CP3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3302+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP3302
 CP3302  HISTORY     - Date     Condition        Report By
 CP3302  HISTORY     - 1988     MONUMENTED       MSHD
 CP3302  HISTORY     - 19961119 GOOD             USPSQD
 CP3302  HISTORY     - 20031126 GOOD             INDIV
 CP3302
 CP3302                          STATION DESCRIPTION
 CP3302
 CP3302'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP3302'5.31 KM (3.30 MI) EAST ALONG LAKELAND DRIVE FROM THE I-55 BRIDGE IN
 CP3302'THE NORTHEAST SECTION OF JACKSON TO THE MARK ON THE LEFT, SET IN A
 CP3302'DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF CULVERT, 14.02 M
 CP3302'(46.0 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF LAKELAND
 CP3302'DRIVE, 65.84 M (216.0 FT) EAST OF THE MOST EASTERLY ENTRANCE TO
 CP3302'JACKSON PREPARATORY ACADEMY AND ABOUT 2.13 M (7.0 FT) BELOW THE LEVEL
 CP3302'OF THE HIGHWAY.
 CP3302
 CP3302                          STATION RECOVERY (1996)
 CP3302
 CP3302'RECOVERY NOTE BY US POWER SQUADRON 1996
 CP3302'RECOVERED IN GOOD CONDITION.
 CP3302
 CP3302                          STATION RECOVERY (2003)
 CP3302
 CP3302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CB)
 CP3302'CULVERT IS 83 FT. EAST OF NO PARKING ANY TIME SIGN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1305 ***********************************************************************
 DJ1305  DESIGNATION -  25 V 100
 DJ1305  PID         -  DJ1305
 DJ1305  STATE/COUNTY-  MS/WINSTON
 DJ1305  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1305
 DJ1305                         *CURRENT SURVEY CONTROL
 DJ1305  ___________________________________________________________________
 DJ1305* NAD 83(1986)-  33 10 21.     (N)    089 02 28.     (W)     SCALED    
 DJ1305* NAVD 88     -       146.920  (meters)     482.02   (feet)  ADJUSTED  
 DJ1305  ___________________________________________________________________
 DJ1305  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ1305  DYNAMIC HT  -         146.757 (meters)     481.49  (feet)  COMP
 DJ1305  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 DJ1305
 DJ1305  VERT ORDER  -  SECOND    CLASS II
 DJ1305
 DJ1305.The horizontal coordinates were scaled from a topographic map and have
 DJ1305.an estimated accuracy of +/- 6 seconds.
 DJ1305
 DJ1305.The orthometric height was determined by differential leveling
 DJ1305.and adjusted in June 1991.
 DJ1305
 DJ1305.The geoid height was determined by GEOID03.
 DJ1305
 DJ1305.The dynamic height is computed by dividing the NAVD 88
 DJ1305.geopotential number by the normal gravity value computed on the
 DJ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1305.degrees latitude (g = 980.6199 gals.).
 DJ1305
 DJ1305.The modeled gravity was interpolated from observed gravity values.
 DJ1305
 DJ1305;                    North         East    Units  Estimated Accuracy
 DJ1305;SPC MS E     -   407,190.      280,620.      MT  (+/- 180 meters Scaled)
 DJ1305
 DJ1305                          SUPERSEDED SURVEY CONTROL
 DJ1305
 DJ1305.No superseded survey control is available for this station.
 DJ1305
 DJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB096722(NAD 83)
 DJ1305_MARKER: DD = SURVEY DISK
 DJ1305_SETTING: 0 = UNSPECIFIED SETTING
 DJ1305_STAMPING: BM 25V 100 1975
 DJ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1305
 DJ1305  HISTORY     - Date     Condition        Report By
 DJ1305  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1305
 DJ1305                          STATION DESCRIPTION
 DJ1305
 DJ1305'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1305'3.5 MI NNE FROM LOUISVILLE.
 DJ1305'THE MARK IS LOCATED APPROXIMATELY 3.5 MILES NORTH-NORTHEAST OF
 DJ1305'DOWNTOWN LOUISVILLE ON THE EAST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ1305'SECTION 10, T 15N, R 12E.  IT IS 178 FEET SOUTHEAST OF THE CENTER OF
 DJ1305'THE HIGHWAY, 20 FEET NORTHEAST OF THE CENTER OF THE TURNOUT, 14 FEET
 DJ1305'EAST OF TWIN 15 INCH HICKORY TREES, 1 FOOT NORTHWEST OF A METAL
 DJ1305'WITNESS POST AND PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION OF
 DJ1305'STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES NORTHWEST OF DOWNTOWN
 DJ1305'LOUISVILLE GO NORTH ON HIGHWAY 25 FOR 2.2 MILES TO A GRAVEL CROSSROAD,
 DJ1305'CONTINUE NORTH FOR 0.9 MILE TO A TURNOUT ON THE RIGHT LEADING INTO
 DJ1305'WOODS AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1306 ***********************************************************************
 DJ1306  DESIGNATION -  25 V 101
 DJ1306  PID         -  DJ1306
 DJ1306  STATE/COUNTY-  MS/WINSTON
 DJ1306  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1306
 DJ1306                         *CURRENT SURVEY CONTROL
 DJ1306  ___________________________________________________________________
 DJ1306* NAD 83(1986)-  33 10 22.     (N)    089 01 34.     (W)     SCALED    
 DJ1306* NAVD 88     -       120.765  (meters)     396.21   (feet)  ADJUSTED  
 DJ1306  ___________________________________________________________________
 DJ1306  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1306  DYNAMIC HT  -         120.630 (meters)     395.77  (feet)  COMP
 DJ1306  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 DJ1306
 DJ1306  VERT ORDER  -  SECOND    CLASS II
 DJ1306
 DJ1306.The horizontal coordinates were scaled from a topographic map and have
 DJ1306.an estimated accuracy of +/- 6 seconds.
 DJ1306
 DJ1306.The orthometric height was determined by differential leveling
 DJ1306.and adjusted in June 1991.
 DJ1306
 DJ1306.The geoid height was determined by GEOID03.
 DJ1306
 DJ1306.The dynamic height is computed by dividing the NAVD 88
 DJ1306.geopotential number by the normal gravity value computed on the
 DJ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1306.degrees latitude (g = 980.6199 gals.).
 DJ1306
 DJ1306.The modeled gravity was interpolated from observed gravity values.
 DJ1306
 DJ1306;                    North         East    Units  Estimated Accuracy
 DJ1306;SPC MS E     -   407,220.      282,020.      MT  (+/- 180 meters Scaled)
 DJ1306
 DJ1306                          SUPERSEDED SURVEY CONTROL
 DJ1306
 DJ1306.No superseded survey control is available for this station.
 DJ1306
 DJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB110722(NAD 83)
 DJ1306_MARKER: DD = SURVEY DISK
 DJ1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1306_SP_SET: CULVERT
 DJ1306_STAMPING: BM 25V 101 1975
 DJ1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1306
 DJ1306  HISTORY     - Date     Condition        Report By
 DJ1306  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1306
 DJ1306                          STATION DESCRIPTION
 DJ1306
 DJ1306'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1306'3.75 MI NNE FROM LOUISVILLE.
 DJ1306'THE MARK IS LOCATED APPROXIMATELY 3.75 MILES NORTH-NORTHEAST OF
 DJ1306'DOWNTOWN LOUISVILLE ON THE EAST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ1306'SECTION 11, T 15N, R 12E.  IT IS A DISK IN CEMENT IN A DRILL HOLE IN
 DJ1306'THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF THE CULVERT, 99 FEET
 DJ1306'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS
 DJ1306'SIGN AND ABOUT 20 FEET LOWER THAN THE HIGHWAY.  TO REACH FROM THE
 DJ1306'JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES NORTHWEST OF
 DJ1306'DOWNTOWN LOUISVILLE GO NORTH ON HIGHWAY 25 FOR 2.2 MILES TO A GRAVEL
 DJ1306'CROSSROAD, CONTINUE NORTH AND NORTHEAST 1.8 MILES TO LITTLE CREEK, A
 DJ1306'35 FOOT DOUBLE BOX CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1307 ***********************************************************************
 DJ1307  DESIGNATION -  25 V 102
 DJ1307  PID         -  DJ1307
 DJ1307  STATE/COUNTY-  MS/WINSTON
 DJ1307  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1307
 DJ1307                         *CURRENT SURVEY CONTROL
 DJ1307  ___________________________________________________________________
 DJ1307* NAD 83(1986)-  33 10 45.     (N)    089 00 48.     (W)     SCALED    
 DJ1307* NAVD 88     -       153.375  (meters)     503.20   (feet)  ADJUSTED  
 DJ1307  ___________________________________________________________________
 DJ1307  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1307  DYNAMIC HT  -         153.204 (meters)     502.64  (feet)  COMP
 DJ1307  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 DJ1307
 DJ1307  VERT ORDER  -  SECOND    CLASS II
 DJ1307
 DJ1307.The horizontal coordinates were scaled from a topographic map and have
 DJ1307.an estimated accuracy of +/- 6 seconds.
 DJ1307
 DJ1307.The orthometric height was determined by differential leveling
 DJ1307.and adjusted in June 1991.
 DJ1307
 DJ1307.The geoid height was determined by GEOID03.
 DJ1307
 DJ1307.The dynamic height is computed by dividing the NAVD 88
 DJ1307.geopotential number by the normal gravity value computed on the
 DJ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1307.degrees latitude (g = 980.6199 gals.).
 DJ1307
 DJ1307.The modeled gravity was interpolated from observed gravity values.
 DJ1307
 DJ1307;                    North         East    Units  Estimated Accuracy
 DJ1307;SPC MS E     -   407,920.      283,210.      MT  (+/- 180 meters Scaled)
 DJ1307
 DJ1307                          SUPERSEDED SURVEY CONTROL
 DJ1307
 DJ1307.No superseded survey control is available for this station.
 DJ1307
 DJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB122729(NAD 83)
 DJ1307_MARKER: DD = SURVEY DISK
 DJ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1307_STAMPING: BM 25V 102 1975
 DJ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1307+STABILITY: SURFACE MOTION
 DJ1307
 DJ1307  HISTORY     - Date     Condition        Report By
 DJ1307  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1307
 DJ1307                          STATION DESCRIPTION
 DJ1307
 DJ1307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1307'4.25 MI NNE FROM LOUISVILLE.
 DJ1307'THE MARK IS LOCATED APPROXIMATELY 4.25 MILES NORTH-NORTHEAST OF
 DJ1307'DOWNTOWN LOUISVILLE ON STATE HIGHWAY 25 RIGHT OF WAY IN SECTION 6, T
 DJ1307'15N, R 13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DJ1307'POST, 99 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 17 FEET
 DJ1307'NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 13 FEET SOUTHWEST OF
 DJ1307'THE CENTER OF THE DRIVE AND A METAL GATE, 3 FEET NORTHWEST OF A BOARD
 DJ1307'FENCE, 6 FEET SOUTHWEST OF A RIGHT OF WAY MARKER, 1 FOOT WEST OF A
 DJ1307'METAL WITNESS POST AND FLUSH WITH THE GROUND.  TO REACH FROM THE
 DJ1307'JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES NORTHWEST OF
 DJ1307'DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON HIGHWAY 25 FOR 4.65
 DJ1307'MILES TO A PAVED CROSSROAD.  CONTINUE NORTH 0.2 MILE TO A DRIVEWAY
 DJ1307'LEADING TO A SMALL BARN ON THE RIGHT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1308 ***********************************************************************
 DJ1308  DESIGNATION -  25 V 103
 DJ1308  PID         -  DJ1308
 DJ1308  STATE/COUNTY-  MS/WINSTON
 DJ1308  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1308
 DJ1308                         *CURRENT SURVEY CONTROL
 DJ1308  ___________________________________________________________________
 DJ1308* NAD 83(1986)-  33 11 20.     (N)    089 00 12.     (W)     SCALED    
 DJ1308* NAVD 88     -       156.366  (meters)     513.01   (feet)  ADJUSTED  
 DJ1308  ___________________________________________________________________
 DJ1308  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1308  DYNAMIC HT  -         156.192 (meters)     512.44  (feet)  COMP
 DJ1308  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DJ1308
 DJ1308  VERT ORDER  -  SECOND    CLASS II
 DJ1308
 DJ1308.The horizontal coordinates were scaled from a topographic map and have
 DJ1308.an estimated accuracy of +/- 6 seconds.
 DJ1308
 DJ1308.The orthometric height was determined by differential leveling
 DJ1308.and adjusted in June 1991.
 DJ1308
 DJ1308.The geoid height was determined by GEOID03.
 DJ1308
 DJ1308.The dynamic height is computed by dividing the NAVD 88
 DJ1308.geopotential number by the normal gravity value computed on the
 DJ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1308.degrees latitude (g = 980.6199 gals.).
 DJ1308
 DJ1308.The modeled gravity was interpolated from observed gravity values.
 DJ1308
 DJ1308;                    North         East    Units  Estimated Accuracy
 DJ1308;SPC MS E     -   409,000.      284,150.      MT  (+/- 180 meters Scaled)
 DJ1308
 DJ1308                          SUPERSEDED SURVEY CONTROL
 DJ1308
 DJ1308.No superseded survey control is available for this station.
 DJ1308
 DJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB132740(NAD 83)
 DJ1308_MARKER: DD = SURVEY DISK
 DJ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1308_STAMPING: BM 25V 103 1975
 DJ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1308+STABILITY: SURFACE MOTION
 DJ1308
 DJ1308  HISTORY     - Date     Condition        Report By
 DJ1308  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1308
 DJ1308                          STATION DESCRIPTION
 DJ1308
 DJ1308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1308'5.25 MI NNE FROM LOUISVILLE.
 DJ1308'THE MARK IS LOCATED APPROXIMATELY 5.25 MILES NORTH-NORTHEAST OF
 DJ1308'DOWNTOWN LOUISVILLE ON THE WEST SIDE OF STATE HIGHWAY 25 IN SECTION 6,
 DJ1308'T 15N, R 13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DJ1308'POST, 27 FEET NORTH OF THE CENTER OF THE ROAD, 7 FEET WEST OF A 12
 DJ1308'INCH PINE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE, 1 FOOT SOUTH OF
 DJ1308'A METAL WITNESS POST AND FLUSH WITH THE GROUND.  TO REACH FROM THE
 DJ1308'JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES NORTHWEST OF
 DJ1308'DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON HIGHWAY 25 FOR 4.65
 DJ1308'MILES TO A PAVED CROSSROAD, CONTINUE ON HIGHWAY 25 FOR 1.1 MILES TO A
 DJ1308'GRAVEL SIDEROAD LEFT.  TURN LEFT FOR 0.05 MILE TO THE MARK ON THE
 DJ1308'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0909 ***********************************************************************
 DJ0909  DESIGNATION -  25 V 104
 DJ0909  PID         -  DJ0909
 DJ0909  STATE/COUNTY-  MS/WINSTON
 DJ0909  USGS QUAD   -  BETHEDEN (1973)
 DJ0909
 DJ0909                         *CURRENT SURVEY CONTROL
 DJ0909  ___________________________________________________________________
 DJ0909* NAD 83(1986)-  33 11 51.     (N)    088 59 41.     (W)     SCALED    
 DJ0909* NAVD 88     -       111.010  (meters)     364.21   (feet)  ADJUSTED  
 DJ0909  ___________________________________________________________________
 DJ0909  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0909  DYNAMIC HT  -         110.885 (meters)     363.80  (feet)  COMP
 DJ0909  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 DJ0909
 DJ0909  VERT ORDER  -  SECOND    CLASS II
 DJ0909
 DJ0909.The horizontal coordinates were scaled from a topographic map and have
 DJ0909.an estimated accuracy of +/- 6 seconds.
 DJ0909
 DJ0909.The orthometric height was determined by differential leveling
 DJ0909.and adjusted in June 1991.
 DJ0909
 DJ0909.The geoid height was determined by GEOID03.
 DJ0909
 DJ0909.The dynamic height is computed by dividing the NAVD 88
 DJ0909.geopotential number by the normal gravity value computed on the
 DJ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0909.degrees latitude (g = 980.6199 gals.).
 DJ0909
 DJ0909.The modeled gravity was interpolated from observed gravity values.
 DJ0909
 DJ0909;                    North         East    Units  Estimated Accuracy
 DJ0909;SPC MS E     -   409,950.      284,950.      MT  (+/- 180 meters Scaled)
 DJ0909
 DJ0909                          SUPERSEDED SURVEY CONTROL
 DJ0909
 DJ0909.No superseded survey control is available for this station.
 DJ0909
 DJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB140749(NAD 83)
 DJ0909_MARKER: DD = SURVEY DISK
 DJ0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0909_SP_SET: BRIDGE RAILING
 DJ0909_STAMPING: BM 25V 104 1975
 DJ0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0909
 DJ0909  HISTORY     - Date     Condition        Report By
 DJ0909  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0909  HISTORY     - 20070923 MARK NOT FOUND   GEOCAC
 DJ0909
 DJ0909                          STATION DESCRIPTION
 DJ0909
 DJ0909'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0909'6.25 MI NE FROM LOUISVILLE.
 DJ0909'THE MARK IS LOCATED APPROXIMATELY 6.25 MILES NORTHEAST OF DOWNTOWN
 DJ0909'LOUISVILLE ON RIGHT-OF-WAY OF STATE HIGHWAY 25 IN A BRIDGE OVER MILL
 DJ0909'CREEK IN SECTION 32, T 16N, R 13E.  IT IS A DISK SET IN CEMENT IN A
 DJ0909'DRILLED HOLE IN THE NORTHEAST END OF THE EAST RAILING OF THE BRIDGE,
 DJ0909'18 FEET EAST OF THE CENTER OF THE HIGHWAY AND 3 FEET WEST OF A METAL
 DJ0909'WITNESS POST.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25
 DJ0909'ABOUT 3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH AND
 DJ0909'NORTHEAST ON HIGHWAY 25 FOR 4.65 MILES TO A PAVED CROSSROAD. CONTINUE
 DJ0909'ON HIGHWAY 25 FOR 2.1 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 DJ0909'RIGHT.
 DJ0909
 DJ0909                          STATION RECOVERY (2007)
 DJ0909
 DJ0909'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ0909'BRIDGE WAS REPLACED AROUND 2000 AD, NO MARK OR WITNESS POST CAN BE
 DJ0909'FOUND.  ALL OF HIGHWAY 25 FROM STARKVILLE TO LOUISVILLE WAS PREVIOUSLY
 DJ0909'A TWO LANE HIGHWAY, AND HAS BEEN CHANGED TO A FOUR LANE. ALL BRIDGES
 DJ0909'HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0910 ***********************************************************************
 DJ0910  DESIGNATION -  25 V 105
 DJ0910  PID         -  DJ0910
 DJ0910  STATE/COUNTY-  MS/WINSTON
 DJ0910  USGS QUAD   -  BETHEDEN (1973)
 DJ0910
 DJ0910                         *CURRENT SURVEY CONTROL
 DJ0910  ___________________________________________________________________
 DJ0910* NAD 83(1986)-  33 12 37.     (N)    088 59 08.     (W)     SCALED    
 DJ0910* NAVD 88     -       145.547  (meters)     477.52   (feet)  ADJUSTED  
 DJ0910  ___________________________________________________________________
 DJ0910  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0910  DYNAMIC HT  -         145.384 (meters)     476.98  (feet)  COMP
 DJ0910  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 DJ0910
 DJ0910  VERT ORDER  -  SECOND    CLASS II
 DJ0910
 DJ0910.The horizontal coordinates were scaled from a topographic map and have
 DJ0910.an estimated accuracy of +/- 6 seconds.
 DJ0910
 DJ0910.The orthometric height was determined by differential leveling
 DJ0910.and adjusted in June 1991.
 DJ0910
 DJ0910.The geoid height was determined by GEOID03.
 DJ0910
 DJ0910.The dynamic height is computed by dividing the NAVD 88
 DJ0910.geopotential number by the normal gravity value computed on the
 DJ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0910.degrees latitude (g = 980.6199 gals.).
 DJ0910
 DJ0910.The modeled gravity was interpolated from observed gravity values.
 DJ0910
 DJ0910;                    North         East    Units  Estimated Accuracy
 DJ0910;SPC MS E     -   411,370.      285,810.      MT  (+/- 180 meters Scaled)
 DJ0910
 DJ0910                          SUPERSEDED SURVEY CONTROL
 DJ0910
 DJ0910.No superseded survey control is available for this station.
 DJ0910
 DJ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB149763(NAD 83)
 DJ0910_MARKER: DD = SURVEY DISK
 DJ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0910_STAMPING: BM 25V 105 1975
 DJ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0910+STABILITY: SURFACE MOTION
 DJ0910
 DJ0910  HISTORY     - Date     Condition        Report By
 DJ0910  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0910
 DJ0910                          STATION DESCRIPTION
 DJ0910
 DJ0910'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0910'7.25 MI NNE FROM LOUISVILLE.
 DJ0910'THE MARK IS LOCATED 7.25 MILES NORTH-NORTHEAST OF DOWNTOWN LOUISVILLE
 DJ0910'ON THE WEST RIGHT OF WAY OF STATE HIGHWAY 25 IN SECTION 29, T 16N, R
 DJ0910'13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 41
 DJ0910'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A
 DJ0910'WITNESS POST AND FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF
 DJ0910'STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES NORTHWEST OF DOWNTOWN
 DJ0910'LOUISVILLE GO NORTH AND NORTHEAST ON HIGHWAY 25 FOR 4.65 MILES TO A
 DJ0910'PAVED CROSSROAD.  CONTINUE ON HIGHWAY 25 FOR 3.15 MILES TO THE MARK ON
 DJ0910'THE LEFT AT THE SOUTH END OF A SHALLOW CUT AND 0.25 MILE SOUTH OF A
 DJ0910'ROADSIDE PARK ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0911 ***********************************************************************
 DJ0911  DESIGNATION -  25 V 106
 DJ0911  PID         -  DJ0911
 DJ0911  STATE/COUNTY-  MS/WINSTON
 DJ0911  USGS QUAD   -  BETHEDEN (1973)
 DJ0911
 DJ0911                         *CURRENT SURVEY CONTROL
 DJ0911  ___________________________________________________________________
 DJ0911* NAD 83(1986)-  33 13 26.     (N)    088 58 52.     (W)     SCALED    
 DJ0911* NAVD 88     -       152.035  (meters)     498.80   (feet)  ADJUSTED  
 DJ0911  ___________________________________________________________________
 DJ0911  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0911  DYNAMIC HT  -         151.866 (meters)     498.25  (feet)  COMP
 DJ0911  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 DJ0911
 DJ0911  VERT ORDER  -  SECOND    CLASS II
 DJ0911
 DJ0911.The horizontal coordinates were scaled from a topographic map and have
 DJ0911.an estimated accuracy of +/- 6 seconds.
 DJ0911
 DJ0911.The orthometric height was determined by differential leveling
 DJ0911.and adjusted in June 1991.
 DJ0911
 DJ0911.The geoid height was determined by GEOID03.
 DJ0911
 DJ0911.The dynamic height is computed by dividing the NAVD 88
 DJ0911.geopotential number by the normal gravity value computed on the
 DJ0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0911.degrees latitude (g = 980.6199 gals.).
 DJ0911
 DJ0911.The modeled gravity was interpolated from observed gravity values.
 DJ0911
 DJ0911;                    North         East    Units  Estimated Accuracy
 DJ0911;SPC MS E     -   412,880.      286,230.      MT  (+/- 180 meters Scaled)
 DJ0911
 DJ0911                          SUPERSEDED SURVEY CONTROL
 DJ0911
 DJ0911.No superseded survey control is available for this station.
 DJ0911
 DJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB153778(NAD 83)
 DJ0911_MARKER: DD = SURVEY DISK
 DJ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0911_STAMPING: BM 25V 106 1975
 DJ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0911+STABILITY: SURFACE MOTION
 DJ0911
 DJ0911  HISTORY     - Date     Condition        Report By
 DJ0911  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0911
 DJ0911                          STATION DESCRIPTION
 DJ0911
 DJ0911'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0911'8.25 MI NNE FROM LOUISVILLE.
 DJ0911'THE MARK IS LOCATED APPROXIMATELY 8.25 MILES NORTH-NORTHEAST OF
 DJ0911'DOWNTOWN LOUISVILLE ON THE WEST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ0911'SECTION 21, T 16N, R 13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0911'ROUND CONCRETE POST, 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 DJ0911'FOOT EAST OF A WITNESS SIGN ON A 3 FOOT BANK AND PROJECTS 3 INCHES. TO
 DJ0911'REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES
 DJ0911'NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON HIGHWAY 25
 DJ0911'FOR 4.65 MILES TO A PAVED CROSSROAD.  CONTINUE ON HIGHWAY 25 FOR 4.15
 DJ0911'MILES TO THE MARK ON THE LEFT ABOUT MIDWAY IN A CURVE TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0912 ***********************************************************************
 DJ0912  DESIGNATION -  25 V 107
 DJ0912  PID         -  DJ0912
 DJ0912  STATE/COUNTY-  MS/WINSTON
 DJ0912  USGS QUAD   -  BETHEDEN (1973)
 DJ0912
 DJ0912                         *CURRENT SURVEY CONTROL
 DJ0912  ___________________________________________________________________
 DJ0912* NAD 83(1986)-  33 14 17.     (N)    088 58 43.     (W)     SCALED    
 DJ0912* NAVD 88     -       130.600  (meters)     428.48   (feet)  ADJUSTED  
 DJ0912  ___________________________________________________________________
 DJ0912  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0912  DYNAMIC HT  -         130.455 (meters)     428.00  (feet)  COMP
 DJ0912  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 DJ0912
 DJ0912  VERT ORDER  -  SECOND    CLASS II
 DJ0912
 DJ0912.The horizontal coordinates were scaled from a topographic map and have
 DJ0912.an estimated accuracy of +/- 6 seconds.
 DJ0912
 DJ0912.The orthometric height was determined by differential leveling
 DJ0912.and adjusted in June 1991.
 DJ0912
 DJ0912.The geoid height was determined by GEOID03.
 DJ0912
 DJ0912.The dynamic height is computed by dividing the NAVD 88
 DJ0912.geopotential number by the normal gravity value computed on the
 DJ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0912.degrees latitude (g = 980.6199 gals.).
 DJ0912
 DJ0912.The modeled gravity was interpolated from observed gravity values.
 DJ0912
 DJ0912;                    North         East    Units  Estimated Accuracy
 DJ0912;SPC MS E     -   414,450.      286,460.      MT  (+/- 180 meters Scaled)
 DJ0912
 DJ0912                          SUPERSEDED SURVEY CONTROL
 DJ0912
 DJ0912.No superseded survey control is available for this station.
 DJ0912
 DJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB156794(NAD 83)
 DJ0912_MARKER: DD = SURVEY DISK
 DJ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0912_STAMPING: BM 25V 107 1975
 DJ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0912+STABILITY: SURFACE MOTION
 DJ0912
 DJ0912  HISTORY     - Date     Condition        Report By
 DJ0912  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0912
 DJ0912                          STATION DESCRIPTION
 DJ0912
 DJ0912'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0912'9.25 MI NNE FROM LOUISVILLE.
 DJ0912'THE MARK IS LOCATED APPROXIMATELY 9.25 MILES NORTH-NORTHEAST OF
 DJ0912'DOWNTOWN LOUISVILLE ON THE WEST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ0912'SECTION 16, T 16N, R 13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0912'CONCRETE POST, 95 FEET WEST OF THE CENTER OF THE HIGHWAY, 165 FEET
 DJ0912'EAST OF THE CENTER OF A GRAVEL ROAD, 62 FEET NORTHWEST OF THE
 DJ0912'INTERSECTION OF THE GRAVEL ROAD AND HIGHWAY AND IS FLUSH WITH THE
 DJ0912'GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT
 DJ0912'3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON
 DJ0912'STATE HIGHWAY 25 FOR 4.65 MILES TO A PAVED CROSSROAD.  CONTINUE ON
 DJ0912'HIGHWAY 25 FOR 3.4 MILES TO A ROADSIDE PARK ON THE LEFT, CONTINUE FOR
 DJ0912'2.05 MILES TO A GRAVEL SIDE ROAD LEFT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0913 ***********************************************************************
 DJ0913  DESIGNATION -  25 V 108
 DJ0913  PID         -  DJ0913
 DJ0913  STATE/COUNTY-  MS/WINSTON
 DJ0913  USGS QUAD   -  BETHEDEN (1973)
 DJ0913
 DJ0913                         *CURRENT SURVEY CONTROL
 DJ0913  ___________________________________________________________________
 DJ0913* NAD 83(1986)-  33 14 47.     (N)    088 57 58.     (W)     SCALED    
 DJ0913* NAVD 88     -       108.903  (meters)     357.29   (feet)  ADJUSTED  
 DJ0913  ___________________________________________________________________
 DJ0913  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ0913  DYNAMIC HT  -         108.782 (meters)     356.90  (feet)  COMP
 DJ0913  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DJ0913
 DJ0913  VERT ORDER  -  SECOND    CLASS II
 DJ0913
 DJ0913.The horizontal coordinates were scaled from a topographic map and have
 DJ0913.an estimated accuracy of +/- 6 seconds.
 DJ0913
 DJ0913.The orthometric height was determined by differential leveling
 DJ0913.and adjusted in June 1991.
 DJ0913
 DJ0913.The geoid height was determined by GEOID03.
 DJ0913
 DJ0913.The dynamic height is computed by dividing the NAVD 88
 DJ0913.geopotential number by the normal gravity value computed on the
 DJ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0913.degrees latitude (g = 980.6199 gals.).
 DJ0913
 DJ0913.The modeled gravity was interpolated from observed gravity values.
 DJ0913
 DJ0913;                    North         East    Units  Estimated Accuracy
 DJ0913;SPC MS E     -   415,370.      287,630.      MT  (+/- 180 meters Scaled)
 DJ0913
 DJ0913                          SUPERSEDED SURVEY CONTROL
 DJ0913
 DJ0913.No superseded survey control is available for this station.
 DJ0913
 DJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB168803(NAD 83)
 DJ0913_MARKER: DD = SURVEY DISK
 DJ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0913_STAMPING: BM 25V 108 1975
 DJ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0913+STABILITY: SURFACE MOTION
 DJ0913
 DJ0913  HISTORY     - Date     Condition        Report By
 DJ0913  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0913
 DJ0913                          STATION DESCRIPTION
 DJ0913
 DJ0913'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0913'10.5 MI NNE FROM LOUISVILLE.
 DJ0913'THE MARK IS LOCATED APPROXIMATELY 10.5 MILES NORTH-NORTHEAST OF
 DJ0913'DOWNTOWN LOUISVILLE ON THE WEST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ0913'SECTION 10, T 16N, R 13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0913'ROUND CONCRETE POST, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0913'32.5 FEET EAST OF A 30 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 DJ0913'EAST SIDE, 1 FOOT EAST OF A METAL WITNESS POST AND FLUSH WITH THE
 DJ0913'GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT
 DJ0913'3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON
 DJ0913'HIGHWAY 25 FOR 4.65 MILES TO A PAVED CROSSROAD.  CONTINUE ON HIGHWAY
 DJ0913'25 FOR 3.4 MILES TO A ROADSIDE PARK ON THE LEFT.  CONTINUE NORTH FOR 3
 DJ0913'MILES TO THE MARK ON THE LEFT 0.05 MILE BEFORE REACHING A TURNOUT TO A
 DJ0913'WOODS ROAD ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0914 ***********************************************************************
 DJ0914  DESIGNATION -  25 V 109
 DJ0914  PID         -  DJ0914
 DJ0914  STATE/COUNTY-  MS/WINSTON
 DJ0914  USGS QUAD   -  BRADLEY (1982)
 DJ0914
 DJ0914                         *CURRENT SURVEY CONTROL
 DJ0914  ___________________________________________________________________
 DJ0914* NAD 83(1986)-  33 15 28.     (N)    088 57 10.     (W)     SCALED    
 DJ0914* NAVD 88     -       105.761  (meters)     346.98   (feet)  ADJUSTED  
 DJ0914  ___________________________________________________________________
 DJ0914  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0914  DYNAMIC HT  -         105.644 (meters)     346.60  (feet)  COMP
 DJ0914  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DJ0914
 DJ0914  VERT ORDER  -  SECOND    CLASS II
 DJ0914
 DJ0914.The horizontal coordinates were scaled from a topographic map and have
 DJ0914.an estimated accuracy of +/- 6 seconds.
 DJ0914
 DJ0914.The orthometric height was determined by differential leveling
 DJ0914.and adjusted in June 1991.
 DJ0914
 DJ0914.The geoid height was determined by GEOID03.
 DJ0914
 DJ0914.The dynamic height is computed by dividing the NAVD 88
 DJ0914.geopotential number by the normal gravity value computed on the
 DJ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0914.degrees latitude (g = 980.6199 gals.).
 DJ0914
 DJ0914.The modeled gravity was interpolated from observed gravity values.
 DJ0914
 DJ0914;                    North         East    Units  Estimated Accuracy
 DJ0914;SPC MS E     -   416,630.      288,870.      MT  (+/- 180 meters Scaled)
 DJ0914
 DJ0914                          SUPERSEDED SURVEY CONTROL
 DJ0914
 DJ0914.No superseded survey control is available for this station.
 DJ0914
 DJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB180815(NAD 83)
 DJ0914_MARKER: DD = SURVEY DISK
 DJ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0914_STAMPING: BM 25V 109 1975
 DJ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0914+STABILITY: SURFACE MOTION
 DJ0914
 DJ0914  HISTORY     - Date     Condition        Report By
 DJ0914  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0914
 DJ0914                          STATION DESCRIPTION
 DJ0914
 DJ0914'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0914'11.25 MI NNE FROM LOUISVILLE.
 DJ0914'THE MARK IS LOCATED APPROXIMATELY 11.25 MILES NORTH-NORTHEAST OF
 DJ0914'DOWNTOWN LOUISVILLE IN SECTION 10, T 16N, R 13E AND ON THE WEST RIGHT
 DJ0914'OF WAY OF STATE HIGHWAY 25.  IT IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0914'ROUND CONCRETE POST, 61 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15
 DJ0914'FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 3 FEET EAST OF A POWER
 DJ0914'LINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 2
 DJ0914'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT
 DJ0914'3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON
 DJ0914'HIGHWAY 25 FOR 4.65 MILES TO A PAVED CROSSROAD. CONTINUE ON HIGHWAY 25
 DJ0914'FOR 3.4 MILES TO A ROADSIDE PARK ON THE LEFT. CONTINUE NORTH 4.05
 DJ0914'MILES TO A GRAVEL SIDEROAD RIGHT AND THE MARK ON THE LEFT AT A FIELD
 DJ0914'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3306 ***********************************************************************
 CP3306  DESIGNATION -  25 V 11
 CP3306  PID         -  CP3306
 CP3306  STATE/COUNTY-  MS/RANKIN
 CP3306  USGS QUAD   -  JACKSON SE (1988)
 CP3306
 CP3306                         *CURRENT SURVEY CONTROL
 CP3306  ___________________________________________________________________
 CP3306* NAD 83(1986)-  32 20 23.     (N)    090 02 56.     (W)     SCALED    
 CP3306* NAVD 88     -       115.058  (meters)     377.49   (feet)  ADJUSTED  
 CP3306  ___________________________________________________________________
 CP3306  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP3306  DYNAMIC HT  -         114.926 (meters)     377.05  (feet)  COMP
 CP3306  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CP3306
 CP3306  VERT ORDER  -  SECOND    CLASS II
 CP3306
 CP3306.The horizontal coordinates were scaled from a topographic map and have
 CP3306.an estimated accuracy of +/- 6 seconds.
 CP3306
 CP3306.The orthometric height was determined by differential leveling
 CP3306.and adjusted in June 1991.
 CP3306
 CP3306.The geoid height was determined by GEOID03.
 CP3306
 CP3306.The dynamic height is computed by dividing the NAVD 88
 CP3306.geopotential number by the normal gravity value computed on the
 CP3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3306.degrees latitude (g = 980.6199 gals.).
 CP3306
 CP3306.The modeled gravity was interpolated from observed gravity values.
 CP3306
 CP3306;                    North         East    Units  Estimated Accuracy
 CP3306;SPC MS W     -   314,860.      726,780.      MT  (+/- 180 meters Scaled)
 CP3306
 CP3306                          SUPERSEDED SURVEY CONTROL
 CP3306
 CP3306.No superseded survey control is available for this station.
 CP3306
 CP3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR777819(NAD 83)
 CP3306_MARKER: DD = SURVEY DISK
 CP3306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP3306+WITH SETTING: PAVEMENT
 CP3306_SP_SET: DROP INLET
 CP3306_STAMPING: BM 25V11 1988
 CP3306_MARK LOGO: MSHD  
 CP3306_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3306+STABILITY: SURFACE MOTION
 CP3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3306+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP3306
 CP3306  HISTORY     - Date     Condition        Report By
 CP3306  HISTORY     - 1988     MONUMENTED       MSHD
 CP3306
 CP3306                          STATION DESCRIPTION
 CP3306
 CP3306'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP3306'6.84 KM (4.25 MI) EAST ALONG LAKELAND DRIVE FROM THE I-55 BRIDGE IN
 CP3306'THE NORTHEAST SECTION OF JACKSON TO THE JUNCTION OF STATE HIGHWAY 475,
 CP3306'CONTINUE EAST ON STATE HIGHWAY 25 FOR 4.19 KM (2.60 MI) TO THE MARK ON
 CP3306'THE LEFT (0.16 KM BEFORE REACHING THE LIBERTY BAPTIST CHURCH), SET IN
 CP3306'A DRILL HOLE IN THE NORTHWEST CORNER OF THE DROP INLET, 13.72 M
 CP3306'(45.0 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES, 13.26 M
 CP3306'(43.5 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES AND ABOUT 0.76 M
 CP3306'(2.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0916 ***********************************************************************
 DJ0916  DESIGNATION -  25 V 110
 DJ0916  PID         -  DJ0916
 DJ0916  STATE/COUNTY-  MS/WINSTON
 DJ0916  USGS QUAD   -  BRADLEY (1982)
 DJ0916
 DJ0916                         *CURRENT SURVEY CONTROL
 DJ0916  ___________________________________________________________________
 DJ0916* NAD 83(1986)-  33 16 13.     (N)    088 55 27.     (W)     SCALED    
 DJ0916* NAVD 88     -        96.044  (meters)     315.10   (feet)  ADJUSTED  
 DJ0916  ___________________________________________________________________
 DJ0916  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0916  DYNAMIC HT  -          95.937 (meters)     314.75  (feet)  COMP
 DJ0916  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 DJ0916
 DJ0916  VERT ORDER  -  SECOND    CLASS II
 DJ0916
 DJ0916.The horizontal coordinates were scaled from a topographic map and have
 DJ0916.an estimated accuracy of +/- 6 seconds.
 DJ0916
 DJ0916.The orthometric height was determined by differential leveling
 DJ0916.and adjusted in June 1991.
 DJ0916
 DJ0916.The geoid height was determined by GEOID03.
 DJ0916
 DJ0916.The dynamic height is computed by dividing the NAVD 88
 DJ0916.geopotential number by the normal gravity value computed on the
 DJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0916.degrees latitude (g = 980.6199 gals.).
 DJ0916
 DJ0916.The modeled gravity was interpolated from observed gravity values.
 DJ0916
 DJ0916;                    North         East    Units  Estimated Accuracy
 DJ0916;SPC MS E     -   418,020.      291,540.      MT  (+/- 180 meters Scaled)
 DJ0916
 DJ0916                          SUPERSEDED SURVEY CONTROL
 DJ0916
 DJ0916.No superseded survey control is available for this station.
 DJ0916
 DJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB207829(NAD 83)
 DJ0916_MARKER: DD = SURVEY DISK
 DJ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0916_STAMPING: BM 25V 110 1975
 DJ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0916+STABILITY: SURFACE MOTION
 DJ0916
 DJ0916  HISTORY     - Date     Condition        Report By
 DJ0916  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0916  HISTORY     - 20081129 MARK NOT FOUND   MSSU
 DJ0916
 DJ0916                          STATION DESCRIPTION
 DJ0916
 DJ0916'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0916'13 MI NNE FROM LOUISVILLE.
 DJ0916'THE MARK IS LOCATED APPROXIMATELY 13 MILES NORTH-NORTHEAST OF DOWNTOWN
 DJ0916'LOUISVILLE, ON THE WEST RIGHT OF WAY OF STATE HIGHWAY 25, IN SECTION
 DJ0916'1, T 16N, R 13E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 DJ0916'CONCRETE POST, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 DJ0916'SOUTH OF A POWER LINE POLE WITH TRANSFORMER, 2 FEET EAST OF A FENCE, 1
 DJ0916'FOOT EAST OF A WITNESS POST AND LEVEL WITH THE GROUND.  TO REACH FROM
 DJ0916'THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT 3.5 MILES NORTHWEST OF
 DJ0916'DOWNTOWN LOUISVILLE BY GOING NORTH AND NORTHEAST ON HIGHWAY 25 FOR
 DJ0916'4.65 MILES TO A PAVED CROSSROAD.  CONTINUE ON HIGHWAY 25 FOR 3.4 MILES
 DJ0916'TO A ROADSIDE PARK ON THE LEFT.  CONTINUE 5.55 MILES TO A PAVED
 DJ0916'SIDEROAD RIGHT.  CONTINUE NORTH 0.4 MILE TO A WHITE FRAME HOUSE ON THE
 DJ0916'LEFT AND THE MARK 0.1 MILE AHEAD ON THE LEFT ABOUT 0.15 MILE BEFORE
 DJ0916'REACHING A SMALL STORE ON THE RIGHT.
 DJ0916
 DJ0916                          STATION RECOVERY (2008)
 DJ0916
 DJ0916'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (VDM)
 DJ0916'HIGHWAY HAS BEEN MADE INTO A FOUR-LANE AND THE SPOT FOR MARKER IS
 DJ0916'UNDER THE NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0917 ***********************************************************************
 DJ0917  DESIGNATION -  25 V 111
 DJ0917  PID         -  DJ0917
 DJ0917  STATE/COUNTY-  MS/WINSTON
 DJ0917  USGS QUAD   -  BRADLEY (1982)
 DJ0917
 DJ0917                         *CURRENT SURVEY CONTROL
 DJ0917  ___________________________________________________________________
 DJ0917* NAD 83(1986)-  33 16 30.     (N)    088 54 34.     (W)     SCALED    
 DJ0917* NAVD 88     -        90.889  (meters)     298.19   (feet)  ADJUSTED  
 DJ0917  ___________________________________________________________________
 DJ0917  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0917  DYNAMIC HT  -          90.788 (meters)     297.86  (feet)  COMP
 DJ0917  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DJ0917
 DJ0917  VERT ORDER  -  SECOND    CLASS II
 DJ0917
 DJ0917.The horizontal coordinates were scaled from a topographic map and have
 DJ0917.an estimated accuracy of +/- 6 seconds.
 DJ0917
 DJ0917.The orthometric height was determined by differential leveling
 DJ0917.and adjusted in June 1991.
 DJ0917
 DJ0917.The geoid height was determined by GEOID03.
 DJ0917
 DJ0917.The dynamic height is computed by dividing the NAVD 88
 DJ0917.geopotential number by the normal gravity value computed on the
 DJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0917.degrees latitude (g = 980.6199 gals.).
 DJ0917
 DJ0917.The modeled gravity was interpolated from observed gravity values.
 DJ0917
 DJ0917;                    North         East    Units  Estimated Accuracy
 DJ0917;SPC MS E     -   418,540.      292,910.      MT  (+/- 180 meters Scaled)
 DJ0917
 DJ0917                          SUPERSEDED SURVEY CONTROL
 DJ0917
 DJ0917.No superseded survey control is available for this station.
 DJ0917
 DJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB221834(NAD 83)
 DJ0917_MARKER: DD = SURVEY DISK
 DJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0917_STAMPING: BM 25V 111 1975
 DJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0917+STABILITY: SURFACE MOTION
 DJ0917
 DJ0917  HISTORY     - Date     Condition        Report By
 DJ0917  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0917
 DJ0917                          STATION DESCRIPTION
 DJ0917
 DJ0917'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0917'13.5 MI NNE FROM LOUISVILLE.
 DJ0917'THE MARK IS LOCATED APPROXIMATELY 13.5 MILES NORTH-NORTHEAST OF
 DJ0917'DOWNTOWN LOUISVILLE ON THE WEST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ0917'SECTION 6, T 16N, R 14E.  IT IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0917'ROUND CONCRETE POST, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DJ0917'15 FEET SOUTH OF THE CENTER OF THE DRIVE AND METAL GATE, 6 FEET EAST
 DJ0917'OF A WIRE FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 1
 DJ0917'INCH.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT
 DJ0917'3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH AND NORTHEAST ON
 DJ0917'HIGHWAY 25 FOR 4.65 MILES TO A PAVED CROSSROAD.  CONTINUE ON HIGHWAY
 DJ0917'25 FOR 3.4 MILES TO A ROADSIDE PARK ON THE LEFT.  CONTINUE NORTH 5.55
 DJ0917'MILES TO A PAVED SIDE ROAD RIGHT.  CONTINUE 1.45 MILES TO A DRIVE ON
 DJ0917'THE LEFT LEADING INTO SOME WOODS AND THE MARK AS DESCRIBED.  (1.05
 DJ0917'MILES SOUTH OF THE COUNTY LINE AND 0.9 MILE SOUTH OF 11 KED U.S.G.S.
 DJ0917'1963).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0919 ***********************************************************************
 DJ0919  DESIGNATION -  25 V 112
 DJ0919  PID         -  DJ0919
 DJ0919  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0919  USGS QUAD   -  BRADLEY (1982)
 DJ0919
 DJ0919                         *CURRENT SURVEY CONTROL
 DJ0919  ___________________________________________________________________
 DJ0919* NAD 83(1986)-  33 17 45.     (N)    088 54 25.     (W)     SCALED    
 DJ0919* NAVD 88     -        80.533  (meters)     264.22   (feet)  ADJUSTED  
 DJ0919  ___________________________________________________________________
 DJ0919  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0919  DYNAMIC HT  -          80.445 (meters)     263.93  (feet)  COMP
 DJ0919  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 DJ0919
 DJ0919  VERT ORDER  -  SECOND    CLASS II
 DJ0919
 DJ0919.The horizontal coordinates were scaled from a topographic map and have
 DJ0919.an estimated accuracy of +/- 6 seconds.
 DJ0919
 DJ0919.The orthometric height was determined by differential leveling
 DJ0919.and adjusted in June 1991.
 DJ0919
 DJ0919.The geoid height was determined by GEOID03.
 DJ0919
 DJ0919.The dynamic height is computed by dividing the NAVD 88
 DJ0919.geopotential number by the normal gravity value computed on the
 DJ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0919.degrees latitude (g = 980.6199 gals.).
 DJ0919
 DJ0919.The modeled gravity was interpolated from observed gravity values.
 DJ0919
 DJ0919;                    North         East    Units  Estimated Accuracy
 DJ0919;SPC MS E     -   420,850.      293,140.      MT  (+/- 180 meters Scaled)
 DJ0919
 DJ0919                          SUPERSEDED SURVEY CONTROL
 DJ0919
 DJ0919  NGVD 29 (??/??/92)   80.499  (m)          264.10   (f) ADJ UNCH    2 2
 DJ0919
 DJ0919.Superseded values are not recommended for survey control.
 DJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0919.See file dsdata.txt to determine how the superseded data were derived.
 DJ0919
 DJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB224857(NAD 83)
 DJ0919_MARKER: DD = SURVEY DISK
 DJ0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0919_SP_SET: ABUTMENT
 DJ0919_STAMPING: BM 25V 112 1975
 DJ0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0919
 DJ0919  HISTORY     - Date     Condition        Report By
 DJ0919  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0919
 DJ0919                          STATION DESCRIPTION
 DJ0919
 DJ0919'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0919'12.5 MI SW FROM STARKVILLE.
 DJ0919'THE MARK IS LOCATED ABOUT 12.5 MILES SOUTHWEST OF STARKVILLE, ON THE
 DJ0919'EAST RIGHT OF WAY OF STATE HIGHWAY 25 IN THE NORTH CENTRAL PORTION OF
 DJ0919'SECTION 35, T 17N, R 13E.  IT IS A DISK SET IN A DRILL HOLE IN THE
 DJ0919'NORTHEAST ABUTMENT OF A BRIDGE ABOUT 1/2 FOOT ABOVE THE HIGHWAY
 DJ0919'SURFACE, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 6 FEET
 DJ0919'SOUTHWEST OF A METAL WITNESS POST.  TO REACH FROM THE INTERSECTION OF
 DJ0919'STATE HIGHWAYS 12 AND 25 AT THE SOUTHWEST EDGE OF STARKVILLE GO
 DJ0919'SOUTHWEST ON STATE HIGHWAY 25 FOR 4.2 MILES TO A GRAVEL CROSSROAD,
 DJ0919'CONTINUE SOUTHWEST FOR 2.5 MILES TO A GRAVEL CROSSROAD, (WATT HILL
 DJ0919'ROAD).  CONTINUE SOUTHWEST FOR 4.8 MILES TO A PAVED ROAD RIGHT (TO
 DJ0919'CRAIG SPRINGS).  CONTINUE SOUTHWEST FOR 1.25 MILES TO A BRIDGE IN A
 DJ0919'SLIGHT CURVE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0920 ***********************************************************************
 DJ0920  DESIGNATION -  25 V 113
 DJ0920  PID         -  DJ0920
 DJ0920  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0920  USGS QUAD   -  BRADLEY (1982)
 DJ0920
 DJ0920                         *CURRENT SURVEY CONTROL
 DJ0920  ___________________________________________________________________
 DJ0920* NAD 83(1986)-  33 18 27.     (N)    088 54 30.     (W)     SCALED    
 DJ0920* NAVD 88     -        84.300  (meters)     276.57   (feet)  ADJUSTED  
 DJ0920  ___________________________________________________________________
 DJ0920  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0920  DYNAMIC HT  -          84.208 (meters)     276.27  (feet)  COMP
 DJ0920  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DJ0920
 DJ0920  VERT ORDER  -  SECOND    CLASS II
 DJ0920
 DJ0920.The horizontal coordinates were scaled from a topographic map and have
 DJ0920.an estimated accuracy of +/- 6 seconds.
 DJ0920
 DJ0920.The orthometric height was determined by differential leveling
 DJ0920.and adjusted in June 1991.
 DJ0920
 DJ0920.The geoid height was determined by GEOID03.
 DJ0920
 DJ0920.The dynamic height is computed by dividing the NAVD 88
 DJ0920.geopotential number by the normal gravity value computed on the
 DJ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0920.degrees latitude (g = 980.6199 gals.).
 DJ0920
 DJ0920.The modeled gravity was interpolated from observed gravity values.
 DJ0920
 DJ0920;                    North         East    Units  Estimated Accuracy
 DJ0920;SPC MS E     -   422,140.      293,020.      MT  (+/- 180 meters Scaled)
 DJ0920
 DJ0920                          SUPERSEDED SURVEY CONTROL
 DJ0920
 DJ0920  NGVD 29 (??/??/92)   84.266  (m)          276.46   (f) ADJ UNCH    2 2
 DJ0920
 DJ0920.Superseded values are not recommended for survey control.
 DJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0920.See file dsdata.txt to determine how the superseded data were derived.
 DJ0920
 DJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB223870(NAD 83)
 DJ0920_MARKER: DD = SURVEY DISK
 DJ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0920_STAMPING: BM 25V 113 1975
 DJ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0920+STABILITY: SURFACE MOTION
 DJ0920
 DJ0920  HISTORY     - Date     Condition        Report By
 DJ0920  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0920
 DJ0920                          STATION DESCRIPTION
 DJ0920
 DJ0920'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0920'12 MI SW FROM STARKVILLE.
 DJ0920'THE MARK IS LOCATED APPROXIMATELY 12 MILES SOUTHWEST OF STARKVILLE IN
 DJ0920'THE NORTHWEST 1/4 OF SECTION 26, T 17N, R 13E AND ON THE EAST SIDE OF
 DJ0920'STATE HIGHWAY 25.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 DJ0920'CONCRETE POST, 120 FEET EAST OF THE CENTERLINE OF HIGHWAY 25, 31 FEET
 DJ0920'NORTH OF CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF A METAL
 DJ0920'WITNESS POST.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND
 DJ0920'25 AT THE SOUTHWEST EDGE OF STARKVILLE GO SOUTHWEST ON HIGHWAY 25 FOR
 DJ0920'4.2 MILES TO A GRAVEL CROSSROAD.  CONTINUE SOUTHWEST ON HIGHWAY 25 FOR
 DJ0920'2.5 MILES TO A GRAVEL CROSSROAD (WATT HILL ROAD).  CONTINUE AHEAD FOR
 DJ0920'4.8 MILES TO A PAVED ROAD RIGHT TO CRAIG SPRINGS.  CONTINUE AHEAD FOR
 DJ0920'0.5 MILE TO A GRAVEL ROAD ON THE LEFT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0921 ***********************************************************************
 DJ0921  DESIGNATION -  25 V 114
 DJ0921  PID         -  DJ0921
 DJ0921  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0921  USGS QUAD   -  BRADLEY (1982)
 DJ0921
 DJ0921                         *CURRENT SURVEY CONTROL
 DJ0921  ___________________________________________________________________
 DJ0921* NAD 83(1986)-  33 19 22.     (N)    088 54 13.     (W)     SCALED    
 DJ0921* NAVD 88     -        79.749  (meters)     261.64   (feet)  ADJUSTED  
 DJ0921  ___________________________________________________________________
 DJ0921  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ0921  DYNAMIC HT  -          79.661 (meters)     261.35  (feet)  COMP
 DJ0921  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DJ0921
 DJ0921  VERT ORDER  -  SECOND    CLASS II
 DJ0921
 DJ0921.The horizontal coordinates were scaled from a topographic map and have
 DJ0921.an estimated accuracy of +/- 6 seconds.
 DJ0921
 DJ0921.The orthometric height was determined by differential leveling
 DJ0921.and adjusted in June 1991.
 DJ0921
 DJ0921.The geoid height was determined by GEOID03.
 DJ0921
 DJ0921.The dynamic height is computed by dividing the NAVD 88
 DJ0921.geopotential number by the normal gravity value computed on the
 DJ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0921.degrees latitude (g = 980.6199 gals.).
 DJ0921
 DJ0921.The modeled gravity was interpolated from observed gravity values.
 DJ0921
 DJ0921;                    North         East    Units  Estimated Accuracy
 DJ0921;SPC MS E     -   423,840.      293,460.      MT  (+/- 180 meters Scaled)
 DJ0921
 DJ0921                          SUPERSEDED SURVEY CONTROL
 DJ0921
 DJ0921  NGVD 29 (??/??/92)   79.713  (m)          261.53   (f) ADJ UNCH    2 2
 DJ0921
 DJ0921.Superseded values are not recommended for survey control.
 DJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0921.See file dsdata.txt to determine how the superseded data were derived.
 DJ0921
 DJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB228886(NAD 83)
 DJ0921_MARKER: DD = SURVEY DISK
 DJ0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0921_SP_SET: BRIDGE
 DJ0921_STAMPING: BM 25V 114 1975
 DJ0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0921
 DJ0921  HISTORY     - Date     Condition        Report By
 DJ0921  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0921  HISTORY     - 20050315 MARK NOT FOUND   NGS
 DJ0921  HISTORY     - 20061206 GOOD             MSSU
 DJ0921
 DJ0921                          STATION DESCRIPTION
 DJ0921
 DJ0921'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0921'11 MI SW FROM STARKVILLE.
 DJ0921'THE MARK IS LOCATED APPROXIMATELY 11.0 MILES SOUTHWEST OF STARKVILLE
 DJ0921'NEAR THE CENTER OF SECTION 23, T 17N, R 13E ON THE EAST SIDE OF THE
 DJ0921'HIGHWAY.  IT IS A DISK SET IN CEMENT IN A DRILL HOLE ABOUT 5 INCHES
 DJ0921'ABOVE THE HIGHWAY IN THE NORTHEAST CORNER OF THE BRIDGE, 15 FEET EAST
 DJ0921'OF THE CENTERLINE OF THE HIGHWAY AND 5 FEET SOUTHWEST OF A METAL
 DJ0921'WITNESS POST.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND
 DJ0921'25 AT THE SOUTHWEST EDGE OF STARKVILLE GO SOUTHWEST ON STATE HIGHWAY
 DJ0921'25 FOR 4.2 MILES TO A GRAVEL CROSSROAD, CONTINUE SOUTHWEST FOR 2.5
 DJ0921'MILES TO A CROSSROAD (WATT HILL ROAD).  CONTINUE ON HIGHWAY 25 FOR 4.1
 DJ0921'MILES TO THE MARK ON THE LEFT.
 DJ0921
 DJ0921                          STATION RECOVERY (2005)
 DJ0921
 DJ0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMM)
 DJ0921'THERE IS SOME WORK GOING ON ON HIGHWAY 25 RIGHT THERE WHERE IT WAS
 DJ0921'SUPPOSED TO BE.  IT WAS MUDDY AND VERY RUTTED UP.
 DJ0921
 DJ0921                          STATION RECOVERY (2006)
 DJ0921
 DJ0921'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (AJA)
 DJ0921'MARK IN GOOD CONDITION. LOCATED IN BIG STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0923 ***********************************************************************
 DJ0923  DESIGNATION -  25 V 115
 DJ0923  PID         -  DJ0923
 DJ0923  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0923  USGS QUAD   -  BRADLEY (1982)
 DJ0923
 DJ0923                         *CURRENT SURVEY CONTROL
 DJ0923  ___________________________________________________________________
 DJ0923* NAD 83(1986)-  33 20 25.     (N)    088 53 32.     (W)     SCALED    
 DJ0923* NAVD 88     -        86.546  (meters)     283.94   (feet)  ADJUSTED  
 DJ0923  ___________________________________________________________________
 DJ0923  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0923  DYNAMIC HT  -          86.452 (meters)     283.63  (feet)  COMP
 DJ0923  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 DJ0923
 DJ0923  VERT ORDER  -  SECOND    CLASS II
 DJ0923
 DJ0923.The horizontal coordinates were scaled from a topographic map and have
 DJ0923.an estimated accuracy of +/- 6 seconds.
 DJ0923
 DJ0923.The orthometric height was determined by differential leveling
 DJ0923.and adjusted in June 1991.
 DJ0923
 DJ0923.The geoid height was determined by GEOID03.
 DJ0923
 DJ0923.The dynamic height is computed by dividing the NAVD 88
 DJ0923.geopotential number by the normal gravity value computed on the
 DJ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0923.degrees latitude (g = 980.6199 gals.).
 DJ0923
 DJ0923.The modeled gravity was interpolated from observed gravity values.
 DJ0923
 DJ0923;                    North         East    Units  Estimated Accuracy
 DJ0923;SPC MS E     -   425,780.      294,520.      MT  (+/- 180 meters Scaled)
 DJ0923
 DJ0923                          SUPERSEDED SURVEY CONTROL
 DJ0923
 DJ0923  NGVD 29 (??/??/92)   86.509  (m)          283.82   (f) ADJ UNCH    2 2
 DJ0923
 DJ0923.Superseded values are not recommended for survey control.
 DJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0923.See file dsdata.txt to determine how the superseded data were derived.
 DJ0923
 DJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB239906(NAD 83)
 DJ0923_MARKER: DD = SURVEY DISK
 DJ0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0923_SP_SET: CULVERT
 DJ0923_STAMPING: BM 25V 115 1975
 DJ0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0923
 DJ0923  HISTORY     - Date     Condition        Report By
 DJ0923  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0923  HISTORY     - 20071126 MARK NOT FOUND   INDIV
 DJ0923  HISTORY     - 20071126 MARK NOT FOUND   INDIV
 DJ0923
 DJ0923                          STATION DESCRIPTION
 DJ0923
 DJ0923'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0923'9.8 MI S FROM STARKVILLE.
 DJ0923'THE MARK IS LOCATED APPROXIMATELY 9.8 MILES SOUTH OF STARKVILLE IN
 DJ0923'SECTION 13, T 17N, R 13E AND ON THE EAST RIGHT OF WAY OF STATE HIGHWAY
 DJ0923'25.  IT IS A DISK SET IN A DRILL HOLE IN A 5 FOOT CULVERT HEADWALL
 DJ0923'ABOUT ONE FOOT BELOW THE ROAD SURFACE, 20 FEET EAST OF THE CENTERLINE
 DJ0923'OF HIGHWAY 25 AND 1.5 FEET NORTH OF A METAL WITNESS POST. TO REACH
 DJ0923'FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 25 GO SOUTH ON HIGHWAY 25
 DJ0923'FOR 4.2 MILES TO A GRAVEL CROSSROAD.  CONTINUE SOUTHWEST ON HIGHWAY 25
 DJ0923'FOR 2.5 MILES TO A CROSSROAD (WATT HILL ROAD), CONTINUE SOUTHWEST ON
 DJ0923'HIGHWAY 25 FOR 2.9 MILES TO THE MARK ON THE LEFT.
 DJ0923
 DJ0923                          STATION RECOVERY (2007)
 DJ0923
 DJ0923'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (AKH)
 DJ0923'MARK NOT FOUND.
 DJ0923
 DJ0923                          STATION RECOVERY (2007)
 DJ0923
 DJ0923'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (AKH)
 DJ0923'THE MONUMENT WAS REMOVED DURING THE REBULIDING OF HIGHWAY 25. THE
 DJ0923'CULVERT WAS REPLACED WITH A MODERN DAY CULVERT, BUT THE MONUMENT WAS
 DJ0923'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0924 ***********************************************************************
 DJ0924  DESIGNATION -  25 V 116
 DJ0924  PID         -  DJ0924
 DJ0924  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0924  USGS QUAD   -  BRADLEY (1982)
 DJ0924
 DJ0924                         *CURRENT SURVEY CONTROL
 DJ0924  ___________________________________________________________________
 DJ0924* NAD 83(1986)-  33 20 53.     (N)    088 52 50.     (W)     SCALED    
 DJ0924* NAVD 88     -        79.493  (meters)     260.80   (feet)  ADJUSTED  
 DJ0924  ___________________________________________________________________
 DJ0924  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0924  DYNAMIC HT  -          79.407 (meters)     260.52  (feet)  COMP
 DJ0924  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 DJ0924
 DJ0924  VERT ORDER  -  SECOND    CLASS II
 DJ0924
 DJ0924.The horizontal coordinates were scaled from a topographic map and have
 DJ0924.an estimated accuracy of +/- 6 seconds.
 DJ0924
 DJ0924.The orthometric height was determined by differential leveling
 DJ0924.and adjusted in June 1991.
 DJ0924
 DJ0924.The geoid height was determined by GEOID03.
 DJ0924
 DJ0924.The dynamic height is computed by dividing the NAVD 88
 DJ0924.geopotential number by the normal gravity value computed on the
 DJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0924.degrees latitude (g = 980.6199 gals.).
 DJ0924
 DJ0924.The modeled gravity was interpolated from observed gravity values.
 DJ0924
 DJ0924;                    North         East    Units  Estimated Accuracy
 DJ0924;SPC MS E     -   426,640.      295,610.      MT  (+/- 180 meters Scaled)
 DJ0924
 DJ0924                          SUPERSEDED SURVEY CONTROL
 DJ0924
 DJ0924  NGVD 29 (??/??/92)   79.455  (m)          260.68   (f) ADJ UNCH    2 2
 DJ0924
 DJ0924.Superseded values are not recommended for survey control.
 DJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0924.See file dsdata.txt to determine how the superseded data were derived.
 DJ0924
 DJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB250914(NAD 83)
 DJ0924_MARKER: DD = SURVEY DISK
 DJ0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0924_SP_SET: BRIDGE
 DJ0924_STAMPING: BM 25V 116 1975
 DJ0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0924
 DJ0924  HISTORY     - Date     Condition        Report By
 DJ0924  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0924  HISTORY     - 1985     GOOD             MSU
 DJ0924  HISTORY     - 20071101 MARK NOT FOUND   MSSU
 DJ0924
 DJ0924                          STATION DESCRIPTION
 DJ0924
 DJ0924'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0924'8.8 MI SW FROM STARKVILLE.
 DJ0924'THE MARK IS LOCATED APPROXIMATELY 8.8 MILES SOUTHWEST OF STARKVILLE IN
 DJ0924'SECTION 12, T 17N, R 13E AND ON STATE HIGHWAY 25 RIGHT OF WAY.  IT IS
 DJ0924'A DISK SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A BRIDGE, 15
 DJ0924'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHWEST OF A
 DJ0924'METAL WITNESS POST AND 8 INCHES ABOVE THE ROAD LEVEL.  TO REACH FROM
 DJ0924'THE JUNCTION OF STATE HIGHWAYS 12 AND 25 GO SOUTHWEST ON STATE HIGHWAY
 DJ0924'25 FOR 4.2 MILES TO A GRAVEL CROSSROAD, CONTINUE ON HIGHWAY 25 FOR 2.5
 DJ0924'MILES TO A GRAVEL CROSSROAD (WATT HILL ROAD).  CONTINUE SOUTHWEST ON
 DJ0924'HIGHWAY 25 FOR 1.9 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
 DJ0924
 DJ0924                          STATION RECOVERY (1985)
 DJ0924
 DJ0924'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DJ0924'NOTE: UE 9 A (USGS) WAS FOUND TO BE 0.151 FEET HIGHER THAN 25 V 116
 DJ0924'ON 12-21-77 BY R. BURT AND R. LOWE USING PRECISE LEVEL AND INVAR
 DJ0924'RODS.
 DJ0924
 DJ0924                          STATION RECOVERY (2007)
 DJ0924
 DJ0924'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (KAH)
 DJ0924'THE BRIDGE THAT THE MARK WAS SET IN HAS BEEN DESTROYED.  THE MARK IS
 DJ0924'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0925 ***********************************************************************
 DJ0925  DESIGNATION -  25 V 117
 DJ0925  PID         -  DJ0925
 DJ0925  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0925  USGS QUAD   -  BLUFF LAKE (1965)
 DJ0925
 DJ0925                         *CURRENT SURVEY CONTROL
 DJ0925  ___________________________________________________________________
 DJ0925* NAD 83(1986)-  33 21 43.     (N)    088 52 27.     (W)     SCALED    
 DJ0925* NAVD 88     -        87.595  (meters)     287.38   (feet)  ADJUSTED  
 DJ0925  ___________________________________________________________________
 DJ0925  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0925  DYNAMIC HT  -          87.500 (meters)     287.07  (feet)  COMP
 DJ0925  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 DJ0925
 DJ0925  VERT ORDER  -  SECOND    CLASS II
 DJ0925
 DJ0925.The horizontal coordinates were scaled from a topographic map and have
 DJ0925.an estimated accuracy of +/- 6 seconds.
 DJ0925
 DJ0925.The orthometric height was determined by differential leveling
 DJ0925.and adjusted in June 1991.
 DJ0925
 DJ0925.The geoid height was determined by GEOID03.
 DJ0925
 DJ0925.The dynamic height is computed by dividing the NAVD 88
 DJ0925.geopotential number by the normal gravity value computed on the
 DJ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0925.degrees latitude (g = 980.6199 gals.).
 DJ0925
 DJ0925.The modeled gravity was interpolated from observed gravity values.
 DJ0925
 DJ0925;                    North         East    Units  Estimated Accuracy
 DJ0925;SPC MS E     -   428,180.      296,200.      MT  (+/- 180 meters Scaled)
 DJ0925
 DJ0925                          SUPERSEDED SURVEY CONTROL
 DJ0925
 DJ0925  NGVD 29 (??/??/92)   87.556  (m)          287.26   (f) ADJ UNCH    2 2
 DJ0925
 DJ0925.Superseded values are not recommended for survey control.
 DJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0925.See file dsdata.txt to determine how the superseded data were derived.
 DJ0925
 DJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB256929(NAD 83)
 DJ0925_MARKER: DD = SURVEY DISK
 DJ0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0925_SP_SET: CULVERT
 DJ0925_STAMPING: BM 25V 117 1975
 DJ0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0925
 DJ0925  HISTORY     - Date     Condition        Report By
 DJ0925  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0925
 DJ0925                          STATION DESCRIPTION
 DJ0925
 DJ0925'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0925'7.7 MI SW FROM STARKVILLE.
 DJ0925'THE MARK IS LOCATED APPROXIMATELY 7.7 MILES SOUTHWEST OF STARKVILLE IN
 DJ0925'SECTION 6, T 17N, R 14E AT A SMALL CULVERT AND ON STATE HIGHWAY 25
 DJ0925'RIGHT OF WAY.  IT IS A DISK SET IN A DRILL HOLE IN A CULVERT HEADWALL
 DJ0925'19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A METAL
 DJ0925'WINTESS POST AND 2 FEET BELOW THE ROAD SURFACE.  TO REACH FROM THE
 DJ0925'JUNCTION OF STATE HIGHWAYS 12 AND 25 GO SOUTHWEST ON HIGHWAY 25 FOR
 DJ0925'4.2 MILES TO A GRAVEL CROSSROAD.  CONTINUE SOUTHWEST FOR 2.5 MILES TO
 DJ0925'A GRAVEL CROSSROAD (WATT HILL ROAD).  CONTINUE ON HIGHWAY 25 FOR 0.85
 DJ0925'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0926 ***********************************************************************
 DJ0926  DESIGNATION -  25 V 118
 DJ0926  PID         -  DJ0926
 DJ0926  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0926  USGS QUAD   -  BLUFF LAKE (1965)
 DJ0926
 DJ0926                         *CURRENT SURVEY CONTROL
 DJ0926  ___________________________________________________________________
 DJ0926* NAD 83(1986)-  33 22 24.     (N)    088 52 17.     (W)     SCALED    
 DJ0926* NAVD 88     -        88.575  (meters)     290.60   (feet)  ADJUSTED  
 DJ0926  ___________________________________________________________________
 DJ0926  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0926  DYNAMIC HT  -          88.479 (meters)     290.28  (feet)  COMP
 DJ0926  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 DJ0926
 DJ0926  VERT ORDER  -  SECOND    CLASS II
 DJ0926
 DJ0926.The horizontal coordinates were scaled from a topographic map and have
 DJ0926.an estimated accuracy of +/- 6 seconds.
 DJ0926
 DJ0926.The orthometric height was determined by differential leveling
 DJ0926.and adjusted in June 1991.
 DJ0926
 DJ0926.The geoid height was determined by GEOID03.
 DJ0926
 DJ0926.The dynamic height is computed by dividing the NAVD 88
 DJ0926.geopotential number by the normal gravity value computed on the
 DJ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0926.degrees latitude (g = 980.6199 gals.).
 DJ0926
 DJ0926.The modeled gravity was interpolated from observed gravity values.
 DJ0926
 DJ0926;                    North         East    Units  Estimated Accuracy
 DJ0926;SPC MS E     -   429,440.      296,460.      MT  (+/- 180 meters Scaled)
 DJ0926
 DJ0926                          SUPERSEDED SURVEY CONTROL
 DJ0926
 DJ0926  NGVD 29 (??/??/92)   88.535  (m)          290.47   (f) ADJ UNCH    2 2
 DJ0926
 DJ0926.Superseded values are not recommended for survey control.
 DJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0926.See file dsdata.txt to determine how the superseded data were derived.
 DJ0926
 DJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB259942(NAD 83)
 DJ0926_MARKER: DD = SURVEY DISK
 DJ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0926_STAMPING: BM 25V 118 1975
 DJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0926+STABILITY: SURFACE MOTION
 DJ0926
 DJ0926  HISTORY     - Date     Condition        Report By
 DJ0926  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0926
 DJ0926                          STATION DESCRIPTION
 DJ0926
 DJ0926'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0926'6.85 MI SW FROM STARKVILLE.
 DJ0926'THE MARK IS LOCATED APPROXIMATELY 6.85 MILES SOUTHWEST OF STARKVILLE
 DJ0926'IN SECTION 6, T 17N, R 14E AND ON STATE HIGHWAY 25 RIGHT OF WAY.  IT
 DJ0926'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 87 FEET
 DJ0926'EAST OF THE CENTERLINE OF HIGHWAY 25, 85 FEET SOUTH OF THE CENTERLINE
 DJ0926'OF WATT HILL ROAD, 47 FEET EAST OF A POWER LINE POLE, 1 FOOT EAST OF A
 DJ0926'METAL WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF HIGHWAY 25. TO
 DJ0926'REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 25 GO SOUTHWEST ON
 DJ0926'HIGHWAY 25 FOR 4.2 MILES TO A GRAVEL CROSSROAD.  CONTINUE SOUTHWEST ON
 DJ0926'HIGHWAY 25 FOR 2.5 MILES TO WATT HILL ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0927 ***********************************************************************
 DJ0927  DESIGNATION -  25 V 119
 DJ0927  PID         -  DJ0927
 DJ0927  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0927  USGS QUAD   -  STARKVILLE (1982)
 DJ0927
 DJ0927                         *CURRENT SURVEY CONTROL
 DJ0927  ___________________________________________________________________
 DJ0927* NAD 83(1986)-  33 22 57.     (N)    088 51 41.     (W)     SCALED    
 DJ0927* NAVD 88     -        82.945  (meters)     272.13   (feet)  ADJUSTED  
 DJ0927  ___________________________________________________________________
 DJ0927  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0927  DYNAMIC HT  -          82.856 (meters)     271.84  (feet)  COMP
 DJ0927  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DJ0927
 DJ0927  VERT ORDER  -  SECOND    CLASS II
 DJ0927
 DJ0927.The horizontal coordinates were scaled from a topographic map and have
 DJ0927.an estimated accuracy of +/- 6 seconds.
 DJ0927
 DJ0927.The orthometric height was determined by differential leveling
 DJ0927.and adjusted in June 1991.
 DJ0927
 DJ0927.The geoid height was determined by GEOID03.
 DJ0927
 DJ0927.The dynamic height is computed by dividing the NAVD 88
 DJ0927.geopotential number by the normal gravity value computed on the
 DJ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0927.degrees latitude (g = 980.6199 gals.).
 DJ0927
 DJ0927.The modeled gravity was interpolated from observed gravity values.
 DJ0927
 DJ0927;                    North         East    Units  Estimated Accuracy
 DJ0927;SPC MS E     -   430,460.      297,390.      MT  (+/- 180 meters Scaled)
 DJ0927
 DJ0927                          SUPERSEDED SURVEY CONTROL
 DJ0927
 DJ0927.No superseded survey control is available for this station.
 DJ0927
 DJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB268952(NAD 83)
 DJ0927_MARKER: DD = SURVEY DISK
 DJ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0927_STAMPING: BM 25V 119 1975
 DJ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0927+STABILITY: SURFACE MOTION
 DJ0927
 DJ0927  HISTORY     - Date     Condition        Report By
 DJ0927  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0927
 DJ0927                          STATION DESCRIPTION
 DJ0927
 DJ0927'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0927'5.65 MI SW FROM STARKVILLE.
 DJ0927'THE MARK IS LOCATED APPROXIMATELY 5.65 MILES SOUTHWEST OF STARKVILLE
 DJ0927'IN SECTION 32, T 18N, R 14E AND ON STATE HIGHWAY 25 RIGHT OF WAY.  IT
 DJ0927'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 159.5 FEET
 DJ0927'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLOCK BUILDING, 59 FEET EAST
 DJ0927'OF THE CENTERLINE OF THE HIGHWAY, 57 FEET SOUTH OF THE CENTER OF THE
 DJ0927'SOUTH DRIVEWAY LEADING TO THE BUILDING, 4 FEET SOUTH OF A POWER LINE
 DJ0927'POLE, 1 FOOT EAST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 DJ0927'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 25 IN THE WEST
 DJ0927'EDGE OF STARKVILLE BY GOING SOUTHWEST ON HIGHWAY 25 FOR 3 MILES TO A
 DJ0927'CONCRETE BLOCK CHURCH ON THE LEFT.  CONTINUE SOUTH FOR 2.8 MILES TO A
 DJ0927'GREEN HOUSE ON THE RIGHT, A CONCRETE BLOCK BUILDING AND THE MARK ON
 DJ0927'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3308 ***********************************************************************
 CP3308  DESIGNATION -  25 V 12
 CP3308  PID         -  CP3308
 CP3308  STATE/COUNTY-  MS/RANKIN
 CP3308  USGS QUAD   -  JACKSON SE (1988)
 CP3308
 CP3308                         *CURRENT SURVEY CONTROL
 CP3308  ___________________________________________________________________
 CP3308* NAD 83(1986)-  32 21 18.     (N)    090 01 20.     (W)     SCALED    
 CP3308* NAVD 88     -       107.577  (meters)     352.94   (feet)  ADJUSTED  
 CP3308  ___________________________________________________________________
 CP3308  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP3308  DYNAMIC HT  -         107.454 (meters)     352.54  (feet)  COMP
 CP3308  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CP3308
 CP3308  VERT ORDER  -  SECOND    CLASS II
 CP3308
 CP3308.The horizontal coordinates were scaled from a topographic map and have
 CP3308.an estimated accuracy of +/- 6 seconds.
 CP3308
 CP3308.The orthometric height was determined by differential leveling
 CP3308.and adjusted in June 1991.
 CP3308
 CP3308.The geoid height was determined by GEOID03.
 CP3308
 CP3308.The dynamic height is computed by dividing the NAVD 88
 CP3308.geopotential number by the normal gravity value computed on the
 CP3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3308.degrees latitude (g = 980.6199 gals.).
 CP3308
 CP3308.The modeled gravity was interpolated from observed gravity values.
 CP3308
 CP3308;                    North         East    Units  Estimated Accuracy
 CP3308;SPC MS W     -   316,560.      729,280.      MT  (+/- 180 meters Scaled)
 CP3308
 CP3308                          SUPERSEDED SURVEY CONTROL
 CP3308
 CP3308.No superseded survey control is available for this station.
 CP3308
 CP3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR802836(NAD 83)
 CP3308_MARKER: DD = SURVEY DISK
 CP3308_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3308_SP_SET: CULVERT
 CP3308_STAMPING: BM 25V12 1988
 CP3308_MARK LOGO: MSHD  
 CP3308_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3308+STABILITY: SURFACE MOTION
 CP3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3308+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP3308
 CP3308  HISTORY     - Date     Condition        Report By
 CP3308  HISTORY     - 1988     MONUMENTED       MSHD
 CP3308
 CP3308                          STATION DESCRIPTION
 CP3308
 CP3308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP3308'6.84 KM (4.25 MI) EAST ALONG LAKELAND DRIVE FROM THE I-55 BRIDGE IN
 CP3308'THE NORTHEAST SECTION OF JACKSON TO THE INTERSECTION OF STATE HIGHWAY
 CP3308'475, CONTINUE EAST ON STATE HIGHWAY 25 FOR 6.12 KM (3.80 MI) TO A
 CP3308'CROSSROAD, CONTINUE EAST ON HIGHWAY 25 FOR 0.89 KM (0.55 MI) TO THE
 CP3308'MARK ON THE LEFT, SET IN THE TOP OF THE CENTER OF THE NORTH END OF THE
 CP3308'CULVERT UNDER THE WEST BOUND LANE, 24.69 M (81.0 FT) NORTH OF THE
 CP3308'CENTER OF THE NORTH BOUND LANES, 29.57 M (97.0 FT) WEST OF THE CENTER
 CP3308'OF A RAMP, 33.22 M (109.0 FT) SOUTHEAST OF POWER POLE NO. 213 AND
 CP3308'ABOUT 4.88 M (16.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0928 ***********************************************************************
 DJ0928  DESIGNATION -  25 V 120
 DJ0928  PID         -  DJ0928
 DJ0928  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0928  USGS QUAD   -  STARKVILLE (1982)
 DJ0928
 DJ0928                         *CURRENT SURVEY CONTROL
 DJ0928  ___________________________________________________________________
 DJ0928* NAD 83(1986)-  33 23 41.     (N)    088 51 08.     (W)     SCALED    
 DJ0928* NAVD 88     -        86.957  (meters)     285.29   (feet)  ADJUSTED  
 DJ0928  ___________________________________________________________________
 DJ0928  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ0928  DYNAMIC HT  -          86.863 (meters)     284.98  (feet)  COMP
 DJ0928  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DJ0928
 DJ0928  VERT ORDER  -  SECOND    CLASS II
 DJ0928
 DJ0928.The horizontal coordinates were scaled from a topographic map and have
 DJ0928.an estimated accuracy of +/- 6 seconds.
 DJ0928
 DJ0928.The orthometric height was determined by differential leveling
 DJ0928.and adjusted in June 1991.
 DJ0928
 DJ0928.The geoid height was determined by GEOID03.
 DJ0928
 DJ0928.The dynamic height is computed by dividing the NAVD 88
 DJ0928.geopotential number by the normal gravity value computed on the
 DJ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0928.degrees latitude (g = 980.6199 gals.).
 DJ0928
 DJ0928.The modeled gravity was interpolated from observed gravity values.
 DJ0928
 DJ0928;                    North         East    Units  Estimated Accuracy
 DJ0928;SPC MS E     -   431,820.      298,240.      MT  (+/- 180 meters Scaled)
 DJ0928
 DJ0928                          SUPERSEDED SURVEY CONTROL
 DJ0928
 DJ0928.No superseded survey control is available for this station.
 DJ0928
 DJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB277965(NAD 83)
 DJ0928_MARKER: DD = SURVEY DISK
 DJ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0928_STAMPING: BM 25V 120 1975
 DJ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0928+STABILITY: SURFACE MOTION
 DJ0928
 DJ0928  HISTORY     - Date     Condition        Report By
 DJ0928  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0928
 DJ0928                          STATION DESCRIPTION
 DJ0928
 DJ0928'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0928'4.65 MI SW FROM STARKVILLE.
 DJ0928'THE MARK IS LOCATED APPROXIMATELY 4.65 MILES SOUTHWEST OF STARKVILLE
 DJ0928'IN SECTION 29, T 18N, R 14E AND ON STATE HIGHWAY 25 RIGHT OF WAY.  IT
 DJ0928'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 48.5 FEET
 DJ0928'EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A WIRE FENCE, 1
 DJ0928'FOOT WEST OF A METAL WITNESS POST AND PROJECTS 3 INCHES.  TO REACH
 DJ0928'FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 25 IN THE WEST EDGE OF
 DJ0928'STARKVILLE BY GOING SOUTHWEST ON HIGHWAY 25 FOR 2.9 MILES TO A
 DJ0928'CONCRETE BLOCK CHURCH ON THE LEFT.  CONTINUE AHEAD 1.75 MILES TO A
 DJ0928'BRICK HOUSE ON THE RIGHT, A TURNOUT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0929 ***********************************************************************
 DJ0929  DESIGNATION -  25 V 121
 DJ0929  PID         -  DJ0929
 DJ0929  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0929  USGS QUAD   -  STARKVILLE (1982)
 DJ0929
 DJ0929                         *CURRENT SURVEY CONTROL
 DJ0929  ___________________________________________________________________
 DJ0929* NAD 83(1986)-  33 24 22.     (N)    088 50 43.     (W)     SCALED    
 DJ0929* NAVD 88     -        90.182  (meters)     295.87   (feet)  ADJUSTED  
 DJ0929  ___________________________________________________________________
 DJ0929  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0929  DYNAMIC HT  -          90.084 (meters)     295.55  (feet)  COMP
 DJ0929  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 DJ0929
 DJ0929  VERT ORDER  -  SECOND    CLASS II
 DJ0929
 DJ0929.The horizontal coordinates were scaled from a topographic map and have
 DJ0929.an estimated accuracy of +/- 6 seconds.
 DJ0929
 DJ0929.The orthometric height was determined by differential leveling
 DJ0929.and adjusted in June 1991.
 DJ0929
 DJ0929.The geoid height was determined by GEOID03.
 DJ0929
 DJ0929.The dynamic height is computed by dividing the NAVD 88
 DJ0929.geopotential number by the normal gravity value computed on the
 DJ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0929.degrees latitude (g = 980.6199 gals.).
 DJ0929
 DJ0929.The modeled gravity was interpolated from observed gravity values.
 DJ0929
 DJ0929;                    North         East    Units  Estimated Accuracy
 DJ0929;SPC MS E     -   433,080.      298,890.      MT  (+/- 180 meters Scaled)
 DJ0929
 DJ0929                          SUPERSEDED SURVEY CONTROL
 DJ0929
 DJ0929.No superseded survey control is available for this station.
 DJ0929
 DJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB284978(NAD 83)
 DJ0929_MARKER: DD = SURVEY DISK
 DJ0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0929_SP_SET: CULVERT
 DJ0929_STAMPING: BM 25V 121 1975
 DJ0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0929
 DJ0929  HISTORY     - Date     Condition        Report By
 DJ0929  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0929
 DJ0929                          STATION DESCRIPTION
 DJ0929
 DJ0929'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0929'3.75 MI SW FROM STARKVILLE.
 DJ0929'THE MARK IS LOCATED APPROXIMATELY 2.75 MILES SOUTHWEST OF STARKVILLE
 DJ0929'IN SECTION 21, T 18N, R 14E AND ON STATE HIGHWAY 25 RIGHT OF WAY.  IT
 DJ0929'IS A DISK SET IN CEMENT IN A DRILL HOLE IN THE SOUTH END OF THE EAST
 DJ0929'HEADWALL OF THE CULVERT, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 DJ0929'AND 1 FOOT NORTH OF A METAL WITNESS POST.  TO REACH FROM THE JUNCTION
 DJ0929'OF STATE HIGHWAYS 12 AND 25 IN THE WEST EDGE OF STARKVILLE GO
 DJ0929'SOUTHWEST ON HIGHWAY 25 FOR 2.9 MILES TO A CONCRETE BLOCK CHURCH ON
 DJ0929'THE LEFT AND CONTINUE AHEAD 0.85 MILE TO A CONCRETE BOX CULVERT AND
 DJ0929'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0930 ***********************************************************************
 DJ0930  DESIGNATION -  25 V 122
 DJ0930  PID         -  DJ0930
 DJ0930  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0930  USGS QUAD   -  STARKVILLE (1982)
 DJ0930
 DJ0930                         *CURRENT SURVEY CONTROL
 DJ0930  ___________________________________________________________________
 DJ0930* NAD 83(1986)-  33 25 16.     (N)    088 50 21.     (W)     SCALED    
 DJ0930* NAVD 88     -        93.236  (meters)     305.89   (feet)  ADJUSTED  
 DJ0930  ___________________________________________________________________
 DJ0930  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0930  DYNAMIC HT  -          93.135 (meters)     305.56  (feet)  COMP
 DJ0930  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 DJ0930
 DJ0930  VERT ORDER  -  SECOND    CLASS II
 DJ0930
 DJ0930.The horizontal coordinates were scaled from a topographic map and have
 DJ0930.an estimated accuracy of +/- 6 seconds.
 DJ0930
 DJ0930.The orthometric height was determined by differential leveling
 DJ0930.and adjusted in June 1991.
 DJ0930
 DJ0930.The geoid height was determined by GEOID03.
 DJ0930
 DJ0930.The dynamic height is computed by dividing the NAVD 88
 DJ0930.geopotential number by the normal gravity value computed on the
 DJ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0930.degrees latitude (g = 980.6199 gals.).
 DJ0930
 DJ0930.The modeled gravity was interpolated from observed gravity values.
 DJ0930
 DJ0930;                    North         East    Units  Estimated Accuracy
 DJ0930;SPC MS E     -   434,740.      299,460.      MT  (+/- 180 meters Scaled)
 DJ0930
 DJ0930                          SUPERSEDED SURVEY CONTROL
 DJ0930
 DJ0930.No superseded survey control is available for this station.
 DJ0930
 DJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB290994(NAD 83)
 DJ0930_MARKER: DD = SURVEY DISK
 DJ0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0930_SP_SET: CULVERT
 DJ0930_STAMPING: BM 25V 122 1975
 DJ0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0930
 DJ0930  HISTORY     - Date     Condition        Report By
 DJ0930  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0930
 DJ0930                          STATION DESCRIPTION
 DJ0930
 DJ0930'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0930'3.5 MI SW FROM STARKVILLE.
 DJ0930'THE MARK IS LOCATED APPROXIMATELY 3.5 MILES SOUTHWEST OF DOWNTOWN
 DJ0930'STARKVILLE ON THE EAST RIGHT OF WAY OF STATE HIGHWAY 25 SECTION 16, T
 DJ0930'18N, R 14E.  IT IS A DISK SET IN CEMENT IN A DRILL HOLE IN THE SOUTH
 DJ0930'END OF THE EAST HEADWALL, 19 FEET EAST OF THE CENTERLINE OF THE
 DJ0930'HIGHWAY AND 2 FEET NORTH OF A METAL WITNESS POST.  TO REACH FROM THE
 DJ0930'JUNCTION OF STATE HIGHWAYS 12 AND 25 IN THE WEST EDGE OF STARKVILLE GO
 DJ0930'SOUTHWEST ON STATE HIGHWAY 25 FOR 2.65 MILES TO A BOX CULVERT AND THE
 DJ0930'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0931 ***********************************************************************
 DJ0931  DESIGNATION -  25 V 123
 DJ0931  PID         -  DJ0931
 DJ0931  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0931  USGS QUAD   -  STARKVILLE (1982)
 DJ0931
 DJ0931                         *CURRENT SURVEY CONTROL
 DJ0931  ___________________________________________________________________
 DJ0931* NAD 83(1986)-  33 25 50.     (N)    088 50 15.     (W)     SCALED    
 DJ0931* NAVD 88     -        92.967  (meters)     305.01   (feet)  ADJUSTED  
 DJ0931  ___________________________________________________________________
 DJ0931  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0931  DYNAMIC HT  -          92.867 (meters)     304.68  (feet)  COMP
 DJ0931  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DJ0931
 DJ0931  VERT ORDER  -  SECOND    CLASS II
 DJ0931
 DJ0931.This mark is at George M Bryan Airport (STF)
 DJ0931
 DJ0931.The horizontal coordinates were scaled from a topographic map and have
 DJ0931.an estimated accuracy of +/- 6 seconds.
 DJ0931
 DJ0931.The orthometric height was determined by differential leveling
 DJ0931.and adjusted in June 1991.
 DJ0931
 DJ0931.The geoid height was determined by GEOID03.
 DJ0931
 DJ0931.The dynamic height is computed by dividing the NAVD 88
 DJ0931.geopotential number by the normal gravity value computed on the
 DJ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0931.degrees latitude (g = 980.6199 gals.).
 DJ0931
 DJ0931.The modeled gravity was interpolated from observed gravity values.
 DJ0931
 DJ0931;                    North         East    Units  Estimated Accuracy
 DJ0931;SPC MS E     -   435,790.      299,610.      MT  (+/- 180 meters Scaled)
 DJ0931
 DJ0931                          SUPERSEDED SURVEY CONTROL
 DJ0931
 DJ0931.No superseded survey control is available for this station.
 DJ0931
 DJ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC291005(NAD 83)
 DJ0931_MARKER: DD = SURVEY DISK
 DJ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0931_STAMPING: BM 25V 123 1975
 DJ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0931+STABILITY: SURFACE MOTION
 DJ0931
 DJ0931  HISTORY     - Date     Condition        Report By
 DJ0931  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0931
 DJ0931                          STATION DESCRIPTION
 DJ0931
 DJ0931'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0931'3 MI SW FROM STARKVILLE.
 DJ0931'THE MARK IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF DOWNTOWN
 DJ0931'STARKVILLE ON THE SOUTHEAST CORNER OF CITY AIRPORT PROPERTY, IN
 DJ0931'SECTION 16, T 18N, R 14E.  IT IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0931'ROUND CONCRETE POST, 1.5 FEET NORTHEAST OF A RIGHT OF WAY MARKER, 25
 DJ0931'FEET SOUTHWEST OF THE CENTER OF A DRAINAGE DITCH, 1 FOOT NORTHEAST OF
 DJ0931'A METAL WITNESS POST AND PROJECTS 4 INCHES.  TO REACH FROM THE
 DJ0931'JUNCTION OF STATE HIGHWAYS 12 AND 25 IN THE WEST EDGE OF STARKVILLE GO
 DJ0931'SOUTHWEST ON HIGHWAY 25 FOR 2.15 MILES TO A PAVED ROAD RIGHT AND A
 DJ0931'SIGN MOSLEYS ANTIQUES.  TURN RIGHT AND GO 0.25 MILE TO THE MARK ON THE
 DJ0931'LEFT.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE STARKVILLE AIRPORT
 DJ0931'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1470 ***********************************************************************
 CO1470  DESIGNATION -  25 V 13
 CO1470  PID         -  CO1470
 CO1470  STATE/COUNTY-  MS/RANKIN
 CO1470  USGS QUAD   -  BRANDON (1982)
 CO1470
 CO1470                         *CURRENT SURVEY CONTROL
 CO1470  ___________________________________________________________________
 CO1470* NAD 83(1986)-  32 21 42.     (N)    089 59 53.     (W)     SCALED    
 CO1470* NAVD 88     -       120.859  (meters)     396.52   (feet)  ADJUSTED  
 CO1470  ___________________________________________________________________
 CO1470  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CO1470  DYNAMIC HT  -         120.719 (meters)     396.06  (feet)  COMP
 CO1470  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CO1470
 CO1470  VERT ORDER  -  SECOND    CLASS II
 CO1470
 CO1470.The horizontal coordinates were scaled from a topographic map and have
 CO1470.an estimated accuracy of +/- 6 seconds.
 CO1470
 CO1470.The orthometric height was determined by differential leveling
 CO1470.and adjusted in June 1991.
 CO1470
 CO1470.The geoid height was determined by GEOID03.
 CO1470
 CO1470.The dynamic height is computed by dividing the NAVD 88
 CO1470.geopotential number by the normal gravity value computed on the
 CO1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1470.degrees latitude (g = 980.6199 gals.).
 CO1470
 CO1470.The modeled gravity was interpolated from observed gravity values.
 CO1470
 CO1470;                    North         East    Units  Estimated Accuracy
 CO1470;SPC MS W     -   317,300.      731,560.      MT  (+/- 180 meters Scaled)
 CO1470
 CO1470                          SUPERSEDED SURVEY CONTROL
 CO1470
 CO1470.No superseded survey control is available for this station.
 CO1470
 CO1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA178844(NAD 83)
 CO1470_MARKER: DD = SURVEY DISK
 CO1470_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO1470+WITH SETTING: PAVEMENT
 CO1470_SP_SET: DROP INLET
 CO1470_STAMPING: BM 25V13 1988
 CO1470_MARK LOGO: MSHD  
 CO1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1470+STABILITY: SURFACE MOTION
 CO1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1470+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 CO1470
 CO1470  HISTORY     - Date     Condition        Report By
 CO1470  HISTORY     - 1988     MONUMENTED       MSHD
 CO1470  HISTORY     - 20080320 GOOD             INDIV
 CO1470
 CO1470                          STATION DESCRIPTION
 CO1470
 CO1470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1470'6.84 KM (4.25 MI) EAST ALONG LAKELAND DRIVE FROM THE I-55 BRIDGE IN
 CO1470'THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY 475 ON THE RIGHT,
 CO1470'CONTINUE EAST ON STATE HIGHWAY 25 FOR 7.89 KM (4.90 MI) TO GRANTS
 CO1470'FERRY ROAD, CONTINUE EAST ON HIGHWAY 25 FOR 1.85 KM (1.15 MI) TO THE
 CO1470'MARK ON THE LEFT, SET IN DRILL HOLE IN THE SOUTHWEST CORNER OF DROP
 CO1470'INLET, 28.35 M (93.0 FT) EAST OF THE CENTER OF A CROSSOVER, 15.39 M
 CO1470'(50.5 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES, 11.43 M
 CO1470'(37.5 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES AND ABOUT 1.22 M
 CO1470'(4.0 FT) BELOW THE LEVEL OF HIGHWAY.
 CO1470
 CO1470                          STATION RECOVERY (2008)
 CO1470
 CO1470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMR)
 CO1470'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1474 ***********************************************************************
 CO1474  DESIGNATION -  25 V 14
 CO1474  PID         -  CO1474
 CO1474  STATE/COUNTY-  MS/RANKIN
 CO1474  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1474
 CO1474                         *CURRENT SURVEY CONTROL
 CO1474  ___________________________________________________________________
 CO1474* NAD 83(1986)-  32 23 56.     (N)    089 57 10.     (W)     SCALED    
 CO1474* NAVD 88     -        96.674  (meters)     317.17   (feet)  ADJUSTED  
 CO1474  ___________________________________________________________________
 CO1474  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CO1474  DYNAMIC HT  -          96.562 (meters)     316.80  (feet)  COMP
 CO1474  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CO1474
 CO1474  VERT ORDER  -  SECOND    CLASS II
 CO1474
 CO1474.The horizontal coordinates were scaled from a topographic map and have
 CO1474.an estimated accuracy of +/- 6 seconds.
 CO1474
 CO1474.The orthometric height was determined by differential leveling
 CO1474.and adjusted in June 1991.
 CO1474
 CO1474.The geoid height was determined by GEOID03.
 CO1474
 CO1474.The dynamic height is computed by dividing the NAVD 88
 CO1474.geopotential number by the normal gravity value computed on the
 CO1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1474.degrees latitude (g = 980.6199 gals.).
 CO1474
 CO1474.The modeled gravity was interpolated from observed gravity values.
 CO1474
 CO1474;                    North         East    Units  Estimated Accuracy
 CO1474;SPC MS W     -   321,440.      735,800.      MT  (+/- 180 meters Scaled)
 CO1474
 CO1474                          SUPERSEDED SURVEY CONTROL
 CO1474
 CO1474.No superseded survey control is available for this station.
 CO1474
 CO1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA222884(NAD 83)
 CO1474_MARKER: DD = SURVEY DISK
 CO1474_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1474_SP_SET: CULVERT
 CO1474_STAMPING: BM 25V14 1988
 CO1474_MARK LOGO: MSHD  
 CO1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1474+STABILITY: SURFACE MOTION
 CO1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1474+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1474
 CO1474  HISTORY     - Date     Condition        Report By
 CO1474  HISTORY     - 1988     MONUMENTED       MSHD
 CO1474
 CO1474                          STATION DESCRIPTION
 CO1474
 CO1474'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1474'19.64 KM (12.20 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1474'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO THE BRIDGE OVER
 CO1474'STATE HIGHWAY 471, CONTINUE NORTHEAST ON HIGHWAY 25 FOR 2.74 KM
 CO1474'(1.70 MI) TO A CROSSROAD AND MARK ON THE RIGHT, SET IN DRILL HOLE IN
 CO1474'TOP OF SOUTH END OF CULVERT, 83.82 M (275.0 FT) EAST OF THE CENTER OF
 CO1474'HIGHWAY, 7.62 M (25.0 FT) SOUTH OF THE CENTER OF HOLLY BUSH ROAD,
 CO1474'17.98 M (59.0 FT) NORTHWEST OF POWER POLE NUMBER 22 AND ABOUT 0.30 M
 CO1474'(1.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1476 ***********************************************************************
 CO1476  DESIGNATION -  25 V 15
 CO1476  PID         -  CO1476
 CO1476  STATE/COUNTY-  MS/RANKIN
 CO1476  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1476
 CO1476                         *CURRENT SURVEY CONTROL
 CO1476  ___________________________________________________________________
 CO1476* NAD 83(1986)-  32 24 55.     (N)    089 56 29.     (W)     SCALED    
 CO1476* NAVD 88     -       108.232  (meters)     355.09   (feet)  ADJUSTED  
 CO1476  ___________________________________________________________________
 CO1476  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CO1476  DYNAMIC HT  -         108.106 (meters)     354.68  (feet)  COMP
 CO1476  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CO1476
 CO1476  VERT ORDER  -  SECOND    CLASS II
 CO1476
 CO1476.The horizontal coordinates were scaled from a topographic map and have
 CO1476.an estimated accuracy of +/- 6 seconds.
 CO1476
 CO1476.The orthometric height was determined by differential leveling
 CO1476.and adjusted in June 1991.
 CO1476
 CO1476.The geoid height was determined by GEOID03.
 CO1476
 CO1476.The dynamic height is computed by dividing the NAVD 88
 CO1476.geopotential number by the normal gravity value computed on the
 CO1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1476.degrees latitude (g = 980.6199 gals.).
 CO1476
 CO1476.The modeled gravity was interpolated from observed gravity values.
 CO1476
 CO1476;                    North         East    Units  Estimated Accuracy
 CO1476;SPC MS W     -   323,270.      736,870.      MT  (+/- 180 meters Scaled)
 CO1476
 CO1476                          SUPERSEDED SURVEY CONTROL
 CO1476
 CO1476.No superseded survey control is available for this station.
 CO1476
 CO1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA233902(NAD 83)
 CO1476_MARKER: DD = SURVEY DISK
 CO1476_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1476_SP_SET: CULVERT
 CO1476_STAMPING: BM 25V15 1988
 CO1476_MARK LOGO: MSHD  
 CO1476_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1476+STABILITY: SURFACE MOTION
 CO1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1476+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1476
 CO1476  HISTORY     - Date     Condition        Report By
 CO1476  HISTORY     - 1988     MONUMENTED       MSHD
 CO1476  HISTORY     - 20051115 MARK NOT FOUND   MSSU
 CO1476
 CO1476                          STATION DESCRIPTION
 CO1476
 CO1476'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1476'24.55 KM (15.25 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1476'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO THE MARK ON THE
 CO1476'RIGHT JUST BEYOND A CROSSROAD, SET IN A DRILL HOLE IN TOP OF SOUTHEAST
 CO1476'END OF CULVERT, 70.87 M (232.5 FT) NORTHEAST OF THE CENTER 0F MT. HELM
 CO1476'ROAD, 12.65 M (41.5 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY AND
 CO1476'ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CO1476
 CO1476                          STATION RECOVERY (2005)
 CO1476
 CO1476'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (CLM)
 CO1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1478 ***********************************************************************
 CO1478  DESIGNATION -  25 V 16
 CO1478  PID         -  CO1478
 CO1478  STATE/COUNTY-  MS/RANKIN
 CO1478  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1478
 CO1478                         *CURRENT SURVEY CONTROL
 CO1478  ___________________________________________________________________
 CO1478* NAD 83(1986)-  32 26 17.     (N)    089 55 08.     (W)     SCALED    
 CO1478* NAVD 88     -       105.876  (meters)     347.36   (feet)  ADJUSTED  
 CO1478  ___________________________________________________________________
 CO1478  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CO1478  DYNAMIC HT  -         105.753 (meters)     346.96  (feet)  COMP
 CO1478  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CO1478
 CO1478  VERT ORDER  -  SECOND    CLASS II
 CO1478
 CO1478.The horizontal coordinates were scaled from a topographic map and have
 CO1478.an estimated accuracy of +/- 6 seconds.
 CO1478
 CO1478.The orthometric height was determined by differential leveling
 CO1478.and adjusted in June 1991.
 CO1478
 CO1478.The geoid height was determined by GEOID03.
 CO1478
 CO1478.The dynamic height is computed by dividing the NAVD 88
 CO1478.geopotential number by the normal gravity value computed on the
 CO1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1478.degrees latitude (g = 980.6199 gals.).
 CO1478
 CO1478.The modeled gravity was interpolated from observed gravity values.
 CO1478
 CO1478;                    North         East    Units  Estimated Accuracy
 CO1478;SPC MS W     -   325,800.      738,970.      MT  (+/- 180 meters Scaled)
 CO1478
 CO1478                          SUPERSEDED SURVEY CONTROL
 CO1478
 CO1478.No superseded survey control is available for this station.
 CO1478
 CO1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA255927(NAD 83)
 CO1478_MARKER: DD = SURVEY DISK
 CO1478_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1478_SP_SET: CULVERT
 CO1478_STAMPING: BM 25V16 1988
 CO1478_MARK LOGO: MSHD  
 CO1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1478+STABILITY: SURFACE MOTION
 CO1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1478+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1478
 CO1478  HISTORY     - Date     Condition        Report By
 CO1478  HISTORY     - 1988     MONUMENTED       MSHD
 CO1478
 CO1478                          STATION DESCRIPTION
 CO1478
 CO1478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1478'27.21 KM (16.90 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1478'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO A CROSSROAD,
 CO1478'CONTINUE NORTHEAST ON HIGHWAY 25 FOR 0.81 KM (0.50 MI) TO THE MARK ON
 CO1478'THE RIGHT, SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST
 CO1478'HEADWALL OF CULVERT, 19.05 M (62.5 FT) SOUTHEAST OF THE CENTER OF
 CO1478'HIGHWAY 25 AND ABOUT 1.83 M (6.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1480 ***********************************************************************
 CO1480  DESIGNATION -  25 V 17
 CO1480  PID         -  CO1480
 CO1480  STATE/COUNTY-  MS/RANKIN
 CO1480  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1480
 CO1480                         *CURRENT SURVEY CONTROL
 CO1480  ___________________________________________________________________
 CO1480* NAD 83(1986)-  32 27 29.     (N)    089 54 44.     (W)     SCALED    
 CO1480* NAVD 88     -       113.693  (meters)     373.01   (feet)  ADJUSTED  
 CO1480  ___________________________________________________________________
 CO1480  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CO1480  DYNAMIC HT  -         113.560 (meters)     372.57  (feet)  COMP
 CO1480  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 CO1480
 CO1480  VERT ORDER  -  SECOND    CLASS II
 CO1480
 CO1480.The horizontal coordinates were scaled from a topographic map and have
 CO1480.an estimated accuracy of +/- 6 seconds.
 CO1480
 CO1480.The orthometric height was determined by differential leveling
 CO1480.and adjusted in June 1991.
 CO1480
 CO1480.The geoid height was determined by GEOID03.
 CO1480
 CO1480.The dynamic height is computed by dividing the NAVD 88
 CO1480.geopotential number by the normal gravity value computed on the
 CO1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1480.degrees latitude (g = 980.6199 gals.).
 CO1480
 CO1480.The modeled gravity was interpolated from observed gravity values.
 CO1480
 CO1480;                    North         East    Units  Estimated Accuracy
 CO1480;SPC MS W     -   328,020.      739,590.      MT  (+/- 180 meters Scaled)
 CO1480
 CO1480                          SUPERSEDED SURVEY CONTROL
 CO1480
 CO1480.No superseded survey control is available for this station.
 CO1480
 CO1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA262949(NAD 83)
 CO1480_MARKER: DD = SURVEY DISK
 CO1480_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1480_SP_SET: CULVERT
 CO1480_STAMPING: BM 25V17 1988
 CO1480_MARK LOGO: MSHD  
 CO1480_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1480+STABILITY: SURFACE MOTION
 CO1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1480+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1480
 CO1480  HISTORY     - Date     Condition        Report By
 CO1480  HISTORY     - 1988     MONUMENTED       MSHD
 CO1480
 CO1480                          STATION DESCRIPTION
 CO1480
 CO1480'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1480'27.21 KM (16.90 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1480'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO A CROSSROAD,
 CO1480'CONTINUE NORTHEAST ON HIGHWAY 25 FOR 3.14 KM (1.95 MI) TO THE MARK ON
 CO1480'THE RIGHT, SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF CULVERT,
 CO1480'17.98 M (59.0 FT) EAST OF THE CENTER OF HIGHWAY 25 AND ABOUT 1.83 M
 CO1480'(6.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1482 ***********************************************************************
 CO1482  DESIGNATION -  25 V 18
 CO1482  PID         -  CO1482
 CO1482  STATE/COUNTY-  MS/RANKIN
 CO1482  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1482
 CO1482                         *CURRENT SURVEY CONTROL
 CO1482  ___________________________________________________________________
 CO1482* NAD 83(1986)-  32 28 27.     (N)    089 54 04.     (W)     SCALED    
 CO1482* NAVD 88     -       113.346  (meters)     371.87   (feet)  ADJUSTED  
 CO1482  ___________________________________________________________________
 CO1482  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CO1482  DYNAMIC HT  -         113.214 (meters)     371.44  (feet)  COMP
 CO1482  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CO1482
 CO1482  VERT ORDER  -  SECOND    CLASS II
 CO1482
 CO1482.The horizontal coordinates were scaled from a topographic map and have
 CO1482.an estimated accuracy of +/- 6 seconds.
 CO1482
 CO1482.The orthometric height was determined by differential leveling
 CO1482.and adjusted in June 1991.
 CO1482
 CO1482.The geoid height was determined by GEOID03.
 CO1482
 CO1482.The dynamic height is computed by dividing the NAVD 88
 CO1482.geopotential number by the normal gravity value computed on the
 CO1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1482.degrees latitude (g = 980.6199 gals.).
 CO1482
 CO1482.The modeled gravity was interpolated from observed gravity values.
 CO1482
 CO1482;                    North         East    Units  Estimated Accuracy
 CO1482;SPC MS W     -   329,810.      740,630.      MT  (+/- 180 meters Scaled)
 CO1482
 CO1482                          SUPERSEDED SURVEY CONTROL
 CO1482
 CO1482.No superseded survey control is available for this station.
 CO1482
 CO1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA273967(NAD 83)
 CO1482_MARKER: DD = SURVEY DISK
 CO1482_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO1482+WITH SETTING: PAVEMENT
 CO1482_SP_SET: DROP INLET
 CO1482_STAMPING: BM 25V18 1988
 CO1482_MARK LOGO: MSHD  
 CO1482_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1482+STABILITY: SURFACE MOTION
 CO1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1482+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1482
 CO1482  HISTORY     - Date     Condition        Report By
 CO1482  HISTORY     - 1988     MONUMENTED       MSHD
 CO1482
 CO1482                          STATION DESCRIPTION
 CO1482
 CO1482'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1482'31.31 KM (19.45 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1482'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY
 CO1482'471 OVERPASS, CONTINUE EAST ON HIGHWAY 25 FOR 1.21 KM (0.75 MI) TO THE
 CO1482'MARK ON THE RIGHT, IN THE SOUTH CORNER OF A CONCRETE DROP INLET, 8.53
 CO1482'(28.0 FT) NORTHWEST OF THE CENTER OF HIGHWAY 25, 8.53 M (28.0 FT)
 CO1482'SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE WEST BOUND LANES AND
 CO1482'ABOUT 0.90 M (3.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1485 ***********************************************************************
 CO1485  DESIGNATION -  25 V 19
 CO1485  PID         -  CO1485
 CO1485  STATE/COUNTY-  MS/RANKIN
 CO1485  USGS QUAD   -  SHOCCOE (1989)
 CO1485
 CO1485                         *CURRENT SURVEY CONTROL
 CO1485  ___________________________________________________________________
 CO1485* NAD 83(1986)-  32 30 14.     (N)    089 52 37.     (W)     SCALED    
 CO1485* NAVD 88     -       111.472  (meters)     365.72   (feet)  ADJUSTED  
 CO1485  ___________________________________________________________________
 CO1485  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CO1485  DYNAMIC HT  -         111.342 (meters)     365.29  (feet)  COMP
 CO1485  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CO1485
 CO1485  VERT ORDER  -  SECOND    CLASS II
 CO1485
 CO1485.The horizontal coordinates were scaled from a topographic map and have
 CO1485.an estimated accuracy of +/- 6 seconds.
 CO1485
 CO1485.The orthometric height was determined by differential leveling
 CO1485.and adjusted in June 1991.
 CO1485
 CO1485.The geoid height was determined by GEOID03.
 CO1485
 CO1485.The dynamic height is computed by dividing the NAVD 88
 CO1485.geopotential number by the normal gravity value computed on the
 CO1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1485.degrees latitude (g = 980.6199 gals.).
 CO1485
 CO1485.The modeled gravity was interpolated from observed gravity values.
 CO1485
 CO1485;                    North         East    Units  Estimated Accuracy
 CO1485;SPC MS W     -   333,120.      742,890.      MT  (+/- 180 meters Scaled)
 CO1485
 CO1485                          SUPERSEDED SURVEY CONTROL
 CO1485
 CO1485.No superseded survey control is available for this station.
 CO1485
 CO1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA297999(NAD 83)
 CO1485_MARKER: DD = SURVEY DISK
 CO1485_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO1485+WITH SETTING: PAVEMENT
 CO1485_SP_SET: DROP INLET
 CO1485_STAMPING: BM 25V19 1988
 CO1485_MARK LOGO: MSHD  
 CO1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1485+STABILITY: SURFACE MOTION
 CO1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1485+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1485
 CO1485  HISTORY     - Date     Condition        Report By
 CO1485  HISTORY     - 1988     MONUMENTED       MSHD
 CO1485
 CO1485                          STATION DESCRIPTION
 CO1485
 CO1485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1485'35.42 KM (22.00 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1485'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY
 CO1485'43 OVERPASS, CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 0.89 KM
 CO1485'(0.55 MI) TO THE MARK ON THE LEFT, SET IN DRILL HOLE IN THE SOUTH
 CO1485'CORNER OF CONCRETE DROP INLET, 14.02 M (46.0 FT) SOUTHEAST OF THE
 CO1485'CENTER OF THE WEST BOUND LANES OF HIGHWAY, 12.80 M (42.0 FT) NORTHWEST
 CO1485'OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY, 7.01 M (23.0 FT)
 CO1485'SOUTHWEST OF THE CENTER OF A CROSSOVER AND ABOUT 0.90 M (3.0 FT) BELOW
 CO1485'THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1486 ***********************************************************************
 CO1486  DESIGNATION -  25 V 20
 CO1486  PID         -  CO1486
 CO1486  STATE/COUNTY-  MS/RANKIN
 CO1486  USGS QUAD   -  SHARON SE (1988)
 CO1486
 CO1486                         *CURRENT SURVEY CONTROL
 CO1486  ___________________________________________________________________
 CO1486* NAD 83(1986)-  32 30 47.     (N)    089 52 24.     (W)     SCALED    
 CO1486* NAVD 88     -       117.604  (meters)     385.84   (feet)  ADJUSTED  
 CO1486  ___________________________________________________________________
 CO1486  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CO1486  DYNAMIC HT  -         117.468 (meters)     385.39  (feet)  COMP
 CO1486  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 CO1486
 CO1486  VERT ORDER  -  SECOND    CLASS II
 CO1486
 CO1486.The horizontal coordinates were scaled from a topographic map and have
 CO1486.an estimated accuracy of +/- 6 seconds.
 CO1486
 CO1486.The orthometric height was determined by differential leveling
 CO1486.and adjusted in June 1991.
 CO1486
 CO1486.The geoid height was determined by GEOID03.
 CO1486
 CO1486.The dynamic height is computed by dividing the NAVD 88
 CO1486.geopotential number by the normal gravity value computed on the
 CO1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1486.degrees latitude (g = 980.6199 gals.).
 CO1486
 CO1486.The modeled gravity was interpolated from observed gravity values.
 CO1486
 CO1486;                    North         East    Units  Estimated Accuracy
 CO1486;SPC MS W     -   334,130.      743,220.      MT  (+/- 180 meters Scaled)
 CO1486
 CO1486                          SUPERSEDED SURVEY CONTROL
 CO1486
 CO1486.No superseded survey control is available for this station.
 CO1486
 CO1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB300009(NAD 83)
 CO1486_MARKER: DD = SURVEY DISK
 CO1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1486_SP_SET: CONCRETE POST
 CO1486_STAMPING: BM 25V20 1988
 CO1486_MARK LOGO: MSHD  
 CO1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1486+STABILITY: SURFACE MOTION
 CO1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1486+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1486
 CO1486  HISTORY     - Date     Condition        Report By
 CO1486  HISTORY     - 1988     MONUMENTED       MSHD
 CO1486
 CO1486                          STATION DESCRIPTION
 CO1486
 CO1486'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1486'35.42 KM (22.00 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1486'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY
 CO1486'43 OVERPASS, CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 2.25 KM
 CO1486'(1.40 MI) TO A DIM CROSSROAD AND MARK ON THE RIGHT, SET IN TOP OF A
 CO1486'ROUND CONCRETE POST PROJECTING 0.02 M (0.1 FT), 47.85 M (157.0 FT)
 CO1486'SOUTHEAST OF THE CENTER OF HIGHWAY, 4.42 M (14.5 FT) SOUTHWEST OF THE
 CO1486'CENTER OF A TRACK ROAD, 1.52 M (5.0 FT) NORTHEAST OF A 9 INCH OAK
 CO1486'TREE, 0.30 M (1.0 FT) NORTHWEST OF A CARSONITE WITNESS POST AND ABOUT
 CO1486'0.91 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0403 ***********************************************************************
 EG0403  DESIGNATION -  25 V 200
 EG0403  PID         -  EG0403
 EG0403  STATE/COUNTY-  MS/ITAWAMBA
 EG0403  USGS QUAD   -  FULTON SE (1965)
 EG0403
 EG0403                         *CURRENT SURVEY CONTROL
 EG0403  ___________________________________________________________________
 EG0403* NAD 83(1986)-  34 17 34.     (N)    088 21 32.     (W)     SCALED    
 EG0403* NAVD 88     -       138.802  (meters)     455.39   (feet)  ADJUSTED  
 EG0403  ___________________________________________________________________
 EG0403  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0403  DYNAMIC HT  -         138.662 (meters)     454.93  (feet)  COMP
 EG0403  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 EG0403
 EG0403  VERT ORDER  -  SECOND    CLASS II
 EG0403
 EG0403.The horizontal coordinates were scaled from a topographic map and have
 EG0403.an estimated accuracy of +/- 6 seconds.
 EG0403
 EG0403.The orthometric height was determined by differential leveling
 EG0403.and adjusted in June 1991.
 EG0403
 EG0403.The geoid height was determined by GEOID03.
 EG0403
 EG0403.The dynamic height is computed by dividing the NAVD 88
 EG0403.geopotential number by the normal gravity value computed on the
 EG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0403.degrees latitude (g = 980.6199 gals.).
 EG0403
 EG0403.The modeled gravity was interpolated from observed gravity values.
 EG0403
 EG0403;                    North         East    Units  Estimated Accuracy
 EG0403;SPC MS E     -   531,520.      343,680.      MT  (+/- 180 meters Scaled)
 EG0403
 EG0403                          SUPERSEDED SURVEY CONTROL
 EG0403
 EG0403  NGVD 29 (??/??/92)  138.742  (m)          455.19   (f) ADJ UNCH    2 2
 EG0403
 EG0403.Superseded values are not recommended for survey control.
 EG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0403.See file dsdata.txt to determine how the superseded data were derived.
 EG0403
 EG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC749954(NAD 83)
 EG0403_MARKER: DD = SURVEY DISK
 EG0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0403_SP_SET: CULVERT
 EG0403_STAMPING: BM 25V 200 1977
 EG0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0403
 EG0403  HISTORY     - Date     Condition        Report By
 EG0403  HISTORY     - 1977     MONUMENTED       MSHD
 EG0403
 EG0403                          STATION DESCRIPTION
 EG0403
 EG0403'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0403'3.3 MI NE FROM FULTON.
 EG0403'THE MARK IS LOCATED 3.3 MILES NORTHEAST OF FULTON, 5.2 MILES SOUTHWEST
 EG0403'OF THE COMMUNITY OF FAIRVIEW NEAR THE CENTER OF THE SOUTH SIDE OF
 EG0403'SECTION 16, T 9S, R 9E.  IT IS 121 FEET SOUTH OF THE PROJECTED CENTER
 EG0403'OF THE DRIVEWAY LEADING TO THE PLAINVIEW CHURCH OF CHRIST, 22 FEET
 EG0403'EAST OF THE CENTER OF HIGHWAY 25, 1 FOOT NORTHEAST OF A METAL WITNESS
 EG0403'POST SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A 5
 EG0403'X 6 FOOT CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 EG0403'THE HIGHWAY.  TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG0403'HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25. TURN
 EG0403'LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 1.4 MILES TO THE MARK ON THE
 EG0403'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0407 ***********************************************************************
 EG0407  DESIGNATION -  25 V 201
 EG0407  PID         -  EG0407
 EG0407  STATE/COUNTY-  MS/ITAWAMBA
 EG0407  USGS QUAD   -  FULTON SE (1965)
 EG0407
 EG0407                         *CURRENT SURVEY CONTROL
 EG0407  ___________________________________________________________________
 EG0407* NAD 83(1986)-  34 18 13.     (N)    088 21 22.     (W)     SCALED    
 EG0407* NAVD 88     -        98.873  (meters)     324.39   (feet)  ADJUSTED  
 EG0407  ___________________________________________________________________
 EG0407  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0407  DYNAMIC HT  -          98.774 (meters)     324.06  (feet)  COMP
 EG0407  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 EG0407
 EG0407  VERT ORDER  -  SECOND    CLASS II
 EG0407
 EG0407.The horizontal coordinates were scaled from a topographic map and have
 EG0407.an estimated accuracy of +/- 6 seconds.
 EG0407
 EG0407.The orthometric height was determined by differential leveling
 EG0407.and adjusted in June 1991.
 EG0407
 EG0407.The geoid height was determined by GEOID03.
 EG0407
 EG0407.The dynamic height is computed by dividing the NAVD 88
 EG0407.geopotential number by the normal gravity value computed on the
 EG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0407.degrees latitude (g = 980.6199 gals.).
 EG0407
 EG0407.The modeled gravity was interpolated from observed gravity values.
 EG0407
 EG0407;                    North         East    Units  Estimated Accuracy
 EG0407;SPC MS E     -   532,730.      343,930.      MT  (+/- 180 meters Scaled)
 EG0407
 EG0407                          SUPERSEDED SURVEY CONTROL
 EG0407
 EG0407  NGVD 29 (??/??/92)   98.814  (m)          324.19   (f) ADJ UNCH    2 2
 EG0407
 EG0407.Superseded values are not recommended for survey control.
 EG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0407.See file dsdata.txt to determine how the superseded data were derived.
 EG0407
 EG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC752966(NAD 83)
 EG0407_MARKER: DD = SURVEY DISK
 EG0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0407_SP_SET: CULVERT
 EG0407_STAMPING: BM 25V 201 1977
 EG0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0407
 EG0407  HISTORY     - Date     Condition        Report By
 EG0407  HISTORY     - 1977     MONUMENTED       MSHD
 EG0407
 EG0407                          STATION DESCRIPTION
 EG0407
 EG0407'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0407'3.8 MI NE FROM FULTON.
 EG0407'THE MARK IS LOCATED 3.8 MILES NORTHEAST OF FULTON, 4.4 MILES SOUTHWEST
 EG0407'OF THE COMMUNITY OF FAIRVIEW IN THE NORTHEAST 1/4 OF SECTION 16, T 9S,
 EG0407'R 9E.  IT IS 45 FEET NORTHEAST OF A TELEPHONE CABLE POLE, 17 FEET
 EG0407'SOUTH OF THE CENTER OF HIGHWAY 25, 2.5 FEET SOUTHEAST OF A METAL
 EG0407'WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL
 EG0407'OF A LARGE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 EG0407'HIGHWAY.  TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG0407'HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25. TURN
 EG0407'LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 1.5 MILES TO A SIDE ROAD
 EG0407'LEFT.  CONTINUE EAST ON STATE HIGHWAY 25 FOR 0.7 MILE TO THE MARK ON
 EG0407'THE RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0408 ***********************************************************************
 EG0408  DESIGNATION -  25 V 202
 EG0408  PID         -  EG0408
 EG0408  STATE/COUNTY-  MS/ITAWAMBA
 EG0408  USGS QUAD   -  FULTON SE (1965)
 EG0408
 EG0408                         *CURRENT SURVEY CONTROL
 EG0408  ___________________________________________________________________
 EG0408* NAD 83(1986)-  34 18 31.     (N)    088 20 17.     (W)     SCALED    
 EG0408* NAVD 88     -       124.416  (meters)     408.19   (feet)  ADJUSTED  
 EG0408  ___________________________________________________________________
 EG0408  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0408  DYNAMIC HT  -         124.291 (meters)     407.78  (feet)  COMP
 EG0408  MODELED GRAV-     979,625.8   (mgal)                       NAVD 88
 EG0408
 EG0408  VERT ORDER  -  SECOND    CLASS II
 EG0408
 EG0408.The horizontal coordinates were scaled from a topographic map and have
 EG0408.an estimated accuracy of +/- 6 seconds.
 EG0408
 EG0408.The orthometric height was determined by differential leveling
 EG0408.and adjusted in June 1991.
 EG0408
 EG0408.The geoid height was determined by GEOID03.
 EG0408
 EG0408.The dynamic height is computed by dividing the NAVD 88
 EG0408.geopotential number by the normal gravity value computed on the
 EG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0408.degrees latitude (g = 980.6199 gals.).
 EG0408
 EG0408.The modeled gravity was interpolated from observed gravity values.
 EG0408
 EG0408;                    North         East    Units  Estimated Accuracy
 EG0408;SPC MS E     -   533,290.      345,590.      MT  (+/- 180 meters Scaled)
 EG0408
 EG0408                          SUPERSEDED SURVEY CONTROL
 EG0408
 EG0408  NGVD 29 (??/??/92)  124.356  (m)          407.99   (f) ADJ UNCH    2 2
 EG0408
 EG0408.Superseded values are not recommended for survey control.
 EG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0408.See file dsdata.txt to determine how the superseded data were derived.
 EG0408
 EG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC768971(NAD 83)
 EG0408_MARKER: DD = SURVEY DISK
 EG0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0408_SP_SET: CULVERT
 EG0408_STAMPING: BM 25V 202 1977
 EG0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0408
 EG0408  HISTORY     - Date     Condition        Report By
 EG0408  HISTORY     - 1977     MONUMENTED       MSHD
 EG0408
 EG0408                          STATION DESCRIPTION
 EG0408
 EG0408'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0408'4.7 MI NE FROM FULTON.
 EG0408'THE MARK IS LOCATED 4.7 MILES NORTHEAST OF FULTON, 3.9 MILES
 EG0408'SOUTH-SOUTHWEST OF THE COMMUNITY OF FAIRVIEW IN THE NORTHEAST 1/4 OF
 EG0408'SECTION 15, T 9S, R 9E.  IT IS 30 FEET NORTH OF THE CENTER OF HIGHWAY
 EG0408'25, 22 FEET SOUTH-SOUTHWEST OF AN 18 INCH SYCAMORE, 1 FOOT NORTHEAST
 EG0408'OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE
 EG0408'NORTH HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT AND IS ABOUT 6 FEET
 EG0408'BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE COURTHOUSE IN
 EG0408'FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF
 EG0408'STATE HIGHWAY 25.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 2.75
 EG0408'MILE TO A CROSSROAD.  CONTINUE EAST ON STATE HIGHWAY 25 FOR 0.5 MILE
 EG0408'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0409 ***********************************************************************
 EG0409  DESIGNATION -  25 V 203
 EG0409  PID         -  EG0409
 EG0409  STATE/COUNTY-  MS/ITAWAMBA
 EG0409  USGS QUAD   -  FULTON SE (1965)
 EG0409
 EG0409                         *CURRENT SURVEY CONTROL
 EG0409  ___________________________________________________________________
 EG0409* NAD 83(1986)-  34 18 44.     (N)    088 19 37.     (W)     SCALED    
 EG0409* NAVD 88     -       156.160  (meters)     512.33   (feet)  ADJUSTED  
 EG0409  ___________________________________________________________________
 EG0409  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0409  DYNAMIC HT  -         156.003 (meters)     511.82  (feet)  COMP
 EG0409  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 EG0409
 EG0409  VERT ORDER  -  SECOND    CLASS II
 EG0409
 EG0409.The horizontal coordinates were scaled from a topographic map and have
 EG0409.an estimated accuracy of +/- 6 seconds.
 EG0409
 EG0409.The orthometric height was determined by differential leveling
 EG0409.and adjusted in June 1991.
 EG0409
 EG0409.The geoid height was determined by GEOID03.
 EG0409
 EG0409.The dynamic height is computed by dividing the NAVD 88
 EG0409.geopotential number by the normal gravity value computed on the
 EG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0409.degrees latitude (g = 980.6199 gals.).
 EG0409
 EG0409.The modeled gravity was interpolated from observed gravity values.
 EG0409
 EG0409;                    North         East    Units  Estimated Accuracy
 EG0409;SPC MS E     -   533,700.      346,610.      MT  (+/- 180 meters Scaled)
 EG0409
 EG0409                          SUPERSEDED SURVEY CONTROL
 EG0409
 EG0409  NGVD 29 (??/??/92)  156.099  (m)          512.13   (f) ADJ UNCH    2 2
 EG0409
 EG0409.Superseded values are not recommended for survey control.
 EG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0409.See file dsdata.txt to determine how the superseded data were derived.
 EG0409
 EG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC779975(NAD 83)
 EG0409_MARKER: DD = SURVEY DISK
 EG0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0409_STAMPING: BM 25V 203 1977
 EG0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0409+STABILITY: SURFACE MOTION
 EG0409
 EG0409  HISTORY     - Date     Condition        Report By
 EG0409  HISTORY     - 1977     MONUMENTED       MSHD
 EG0409
 EG0409                          STATION DESCRIPTION
 EG0409
 EG0409'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0409'5.5 MI NE FROM FULTON.
 EG0409'THE MARK IS LOCATED 5.5 MILES NORTHEAST OF FULTON IN THE NORTHEAST
 EG0409'ANGLE OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST AND STATE
 EG0409'HIGHWAY 25, 3.4 MILES SOUTH OF THE COMMUNITY OF FAIRVIEW IN THE
 EG0409'SOUTHWEST 1/4 OF SECTION 11, T 9S, R 9E.  IT IS 79 FEET EAST OF THE
 EG0409'CENTER OF HIGHWAY 25, 26 FEET NORTH-NORTHWEST OF THE CENTER OF A
 EG0409'GRAVELED ROAD, 16 FEET EAST OF TELEPHONE CABLE POLE NO. 75, 43 FEET
 EG0409'NORTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A POWER POLE WITH
 EG0409'A TRANSFORMER AND A GUY WIRE, 1.5 FEET NORTH OF A METAL WITNESS POST
 EG0409'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL
 EG0409'OF THE HIGHWAY AND PROJECTS 5 INCHES.  TO REACH FROM THE COURTHOUSE IN
 EG0409'FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF
 EG0409'STATE HIGHWAY 25.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 4.1
 EG0409'MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0410 ***********************************************************************
 EG0410  DESIGNATION -  25 V 204
 EG0410  PID         -  EG0410
 EG0410  STATE/COUNTY-  MS/ITAWAMBA
 EG0410  USGS QUAD   -  FULTON SE (1965)
 EG0410
 EG0410                         *CURRENT SURVEY CONTROL
 EG0410  ___________________________________________________________________
 EG0410* NAD 83(1986)-  34 19 26.     (N)    088 19 31.     (W)     SCALED    
 EG0410* NAVD 88     -       148.578  (meters)     487.46   (feet)  ADJUSTED  
 EG0410  ___________________________________________________________________
 EG0410  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0410  DYNAMIC HT  -         148.428 (meters)     486.97  (feet)  COMP
 EG0410  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 EG0410
 EG0410  VERT ORDER  -  SECOND    CLASS II
 EG0410
 EG0410.The horizontal coordinates were scaled from a topographic map and have
 EG0410.an estimated accuracy of +/- 6 seconds.
 EG0410
 EG0410.The orthometric height was determined by differential leveling
 EG0410.and adjusted in June 1991.
 EG0410
 EG0410.The geoid height was determined by GEOID03.
 EG0410
 EG0410.The dynamic height is computed by dividing the NAVD 88
 EG0410.geopotential number by the normal gravity value computed on the
 EG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0410.degrees latitude (g = 980.6199 gals.).
 EG0410
 EG0410.The modeled gravity was interpolated from observed gravity values.
 EG0410
 EG0410;                    North         East    Units  Estimated Accuracy
 EG0410;SPC MS E     -   534,990.      346,760.      MT  (+/- 180 meters Scaled)
 EG0410
 EG0410                          SUPERSEDED SURVEY CONTROL
 EG0410
 EG0410  NGVD 29 (??/??/92)  148.518  (m)          487.26   (f) ADJ UNCH    2 2
 EG0410
 EG0410.Superseded values are not recommended for survey control.
 EG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0410.See file dsdata.txt to determine how the superseded data were derived.
 EG0410
 EG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC780988(NAD 83)
 EG0410_MARKER: DD = SURVEY DISK
 EG0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0410_SP_SET: CULVERT
 EG0410_STAMPING: BM 25V 204 1977
 EG0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0410
 EG0410  HISTORY     - Date     Condition        Report By
 EG0410  HISTORY     - 1977     MONUMENTED       MSHD
 EG0410
 EG0410                          STATION DESCRIPTION
 EG0410
 EG0410'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0410'6 MI NE FROM FULTON.
 EG0410'THE MARK IS LOCATED 6 MILES NORTHEAST OF FULTON, 2.5 MILES SOUTH OF
 EG0410'THE COMMUNITY OF FAIRVIEW, 0.1 MILE NORTH OF A SIDE ROAD LEADING NORTH
 EG0410'NEAR THE SOUTH SIDE OF SECTION 2, T 9S, R 9E.  IT IS 26 FEET WEST OF
 EG0410'THE CENTER OF HIGHWAY 25, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET
 EG0410'IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 24 INCH
 EG0410'CONCRETE PIPE CULVERT AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE
 EG0410'HIGHWAY.  TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG0410'HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN
 EG0410'LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 5 MILES TO THE MARK ON THE
 EG0410'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0411 ***********************************************************************
 EG0411  DESIGNATION -  25 V 205
 EG0411  PID         -  EG0411
 EG0411  STATE/COUNTY-  MS/ITAWAMBA
 EG0411  USGS QUAD   -  FULTON SE (1965)
 EG0411
 EG0411                         *CURRENT SURVEY CONTROL
 EG0411  ___________________________________________________________________
 EG0411* NAD 83(1986)-  34 20 58.     (N)    088 19 03.     (W)     SCALED    
 EG0411* NAVD 88     -       133.938  (meters)     439.43   (feet)  ADJUSTED  
 EG0411  ___________________________________________________________________
 EG0411  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0411  DYNAMIC HT  -         133.803 (meters)     438.99  (feet)  COMP
 EG0411  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 EG0411
 EG0411  VERT ORDER  -  SECOND    CLASS II
 EG0411
 EG0411.The horizontal coordinates were scaled from a topographic map and have
 EG0411.an estimated accuracy of +/- 6 seconds.
 EG0411
 EG0411.The orthometric height was determined by differential leveling
 EG0411.and adjusted in June 1991.
 EG0411
 EG0411.The geoid height was determined by GEOID03.
 EG0411
 EG0411.The dynamic height is computed by dividing the NAVD 88
 EG0411.geopotential number by the normal gravity value computed on the
 EG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0411.degrees latitude (g = 980.6199 gals.).
 EG0411
 EG0411.The modeled gravity was interpolated from observed gravity values.
 EG0411
 EG0411;                    North         East    Units  Estimated Accuracy
 EG0411;SPC MS E     -   537,830.      347,460.      MT  (+/- 180 meters Scaled)
 EG0411
 EG0411                          SUPERSEDED SURVEY CONTROL
 EG0411
 EG0411  NGVD 29 (??/??/92)  133.879  (m)          439.23   (f) ADJ UNCH    2 2
 EG0411
 EG0411.Superseded values are not recommended for survey control.
 EG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0411.See file dsdata.txt to determine how the superseded data were derived.
 EG0411
 EG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD788016(NAD 83)
 EG0411_MARKER: DD = SURVEY DISK
 EG0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0411_SP_SET: CULVERT
 EG0411_STAMPING: BM 25V 205 1977
 EG0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0411
 EG0411  HISTORY     - Date     Condition        Report By
 EG0411  HISTORY     - 1977     MONUMENTED       MSHD
 EG0411
 EG0411                          STATION DESCRIPTION
 EG0411
 EG0411'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0411'7.5 MI NE FROM FULTON.
 EG0411'THE MARK IS LOCATED 7.5 MILES NORTHEAST OF FULTON, 0.85 MILE SOUTH OF
 EG0411'THE COMMUNITY OF FAIRVIEW, 0.95 MILE NORTH OF THE UNION CHURCH OF GOD
 EG0411'IN THE SOUTHEAST 1/4 OF SECTION 26, T 8S, R 9E.  IT IS 73 FEET EAST OF
 EG0411'A TELEPHONE CABLE POLE, 19 FEET EAST OF THE CENTER OF HIGHWAY 25, 1
 EG0411'FOOT SOUTH OF A METAL WITNESS POST SET IN A DRILL IN THE NORTH END OF
 EG0411'THE EAST HEADWALL OF A 5 X 5 FOOT CONCRETE BOX CULVERT AND IS ABOUT 1
 EG0411'FOOT BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE COURTHOUSE IN
 EG0411'FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF
 EG0411'STATE HIGHWAY 25.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 6.9
 EG0411'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0417 ***********************************************************************
 EG0417  DESIGNATION -  25 V 206
 EG0417  PID         -  EG0417
 EG0417  STATE/COUNTY-  MS/ITAWAMBA
 EG0417  USGS QUAD   -  FULTON SE (1965)
 EG0417
 EG0417                         *CURRENT SURVEY CONTROL
 EG0417  ___________________________________________________________________
 EG0417* NAD 83(1986)-  34 22 18.     (N)    088 18 53.     (W)     SCALED    
 EG0417* NAVD 88     -       140.326  (meters)     460.39   (feet)  ADJUSTED  
 EG0417  ___________________________________________________________________
 EG0417  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0417  DYNAMIC HT  -         140.185 (meters)     459.92  (feet)  COMP
 EG0417  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 EG0417
 EG0417  VERT ORDER  -  SECOND    CLASS II
 EG0417
 EG0417.The horizontal coordinates were scaled from a topographic map and have
 EG0417.an estimated accuracy of +/- 6 seconds.
 EG0417
 EG0417.The orthometric height was determined by differential leveling
 EG0417.and adjusted in June 1991.
 EG0417
 EG0417.The geoid height was determined by GEOID03.
 EG0417
 EG0417.The dynamic height is computed by dividing the NAVD 88
 EG0417.geopotential number by the normal gravity value computed on the
 EG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0417.degrees latitude (g = 980.6199 gals.).
 EG0417
 EG0417.The modeled gravity was interpolated from observed gravity values.
 EG0417
 EG0417;                    North         East    Units  Estimated Accuracy
 EG0417;SPC MS E     -   540,290.      347,700.      MT  (+/- 180 meters Scaled)
 EG0417
 EG0417                          SUPERSEDED SURVEY CONTROL
 EG0417
 EG0417  NGVD 29 (??/??/92)  140.273  (m)          460.21   (f) ADJ UNCH    2 2
 EG0417
 EG0417.Superseded values are not recommended for survey control.
 EG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0417.See file dsdata.txt to determine how the superseded data were derived.
 EG0417
 EG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD791041(NAD 83)
 EG0417_MARKER: DD = SURVEY DISK
 EG0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0417_SP_SET: CULVERT
 EG0417_STAMPING: BM 25V 206 1977
 EG0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0417
 EG0417  HISTORY     - Date     Condition        Report By
 EG0417  HISTORY     - 1977     MONUMENTED       MSHD
 EG0417
 EG0417                          STATION DESCRIPTION
 EG0417
 EG0417'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0417'8.6 MI NE FROM FULTON.
 EG0417'THE MARK IS LOCATED 8.6 MILES NORTHEAST OF FULTON, 11 MILES SOUTHWEST
 EG0417'OF GOLDEN, 0.7 MILE NORTHEAST OF THE COMMUNITY OF FAIRVIEW IN THE
 EG0417'NORTHEAST 1/4 OF SECTION 23, T 8S, R 9E.  IT IS 120 FEET SOUTHWEST OF
 EG0417'A POWER LINE CROSSING THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER OF
 EG0417'HIGHWAY 25, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE
 EG0417'IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 5 X 5 FOOT
 EG0417'CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 EG0417'HIGHWAY.  TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG0417'HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN
 EG0417'LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 7.7 MILES TO A CROSSROAD AT
 EG0417'FAIRVIEW.  CONTINUE NORTH ON STATE HIGHWAY 25 FOR 0.75 MILE TO THE
 EG0417'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0418 ***********************************************************************
 EG0418  DESIGNATION -  25 V 207
 EG0418  PID         -  EG0418
 EG0418  STATE/COUNTY-  MS/ITAWAMBA
 EG0418  USGS QUAD   -  FULTON NE (1992)
 EG0418
 EG0418                         *CURRENT SURVEY CONTROL
 EG0418  ___________________________________________________________________
 EG0418* NAD 83(1986)-  34 22 53.     (N)    088 18 36.     (W)     SCALED    
 EG0418* NAVD 88     -       142.806  (meters)     468.52   (feet)  ADJUSTED  
 EG0418  ___________________________________________________________________
 EG0418  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0418  DYNAMIC HT  -         142.663 (meters)     468.05  (feet)  COMP
 EG0418  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 EG0418
 EG0418  VERT ORDER  -  SECOND    CLASS II
 EG0418
 EG0418.The horizontal coordinates were scaled from a topographic map and have
 EG0418.an estimated accuracy of +/- 6 seconds.
 EG0418
 EG0418.The orthometric height was determined by differential leveling
 EG0418.and adjusted in June 1991.
 EG0418
 EG0418.The geoid height was determined by GEOID03.
 EG0418
 EG0418.The dynamic height is computed by dividing the NAVD 88
 EG0418.geopotential number by the normal gravity value computed on the
 EG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0418.degrees latitude (g = 980.6199 gals.).
 EG0418
 EG0418.The modeled gravity was interpolated from observed gravity values.
 EG0418
 EG0418;                    North         East    Units  Estimated Accuracy
 EG0418;SPC MS E     -   541,380.      348,130.      MT  (+/- 180 meters Scaled)
 EG0418
 EG0418                          SUPERSEDED SURVEY CONTROL
 EG0418
 EG0418  NGVD 29 (??/??/92)  142.753  (m)          468.35   (f) ADJ UNCH    2 2
 EG0418
 EG0418.Superseded values are not recommended for survey control.
 EG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0418.See file dsdata.txt to determine how the superseded data were derived.
 EG0418
 EG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD795052(NAD 83)
 EG0418_MARKER: DD = SURVEY DISK
 EG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0418_STAMPING: BM 25V 207 1977
 EG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0418+STABILITY: SURFACE MOTION
 EG0418
 EG0418  HISTORY     - Date     Condition        Report By
 EG0418  HISTORY     - 1977     MONUMENTED       MSHD
 EG0418
 EG0418                          STATION DESCRIPTION
 EG0418
 EG0418'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0418'9.2 MI NE FROM FULTON.
 EG0418'THE MARK IS LOCATED 9.2 MILES NORTHEAST OF FULTON, 10.2 MILES
 EG0418'SOUTHWEST OF GOLDEN, 1.3 MILES NORTH-NORTHEAST OF THE COMMUNITY OF
 EG0418'FAIRVIEW, 0.8 MILE SOUTH OF BM 25V 208 IN THE SOUTHWEST 1/4 OF SECTION
 EG0418'13, T 8S, R 9E.  IT IS 198 FEET EAST OF THE CENTER OF HIGHWAY 25, 142
 EG0418'FEET EAST OF A FENCE CORNER, 12.5 FEET NORTH OF A FENCE, 1.5 FEET
 EG0418'SOUTH OF A POWER POLE WITH A GUY WIRE, 1 FOOT NORTH OF A METAL WITNESS
 EG0418'POST SET IN THE TOP OF A ROUND CONCRETE POST AND PROJECTS 4 INCHES. TO
 EG0418'REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4
 EG0418'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO NORTH ON
 EG0418'STATE HIGHWAY 25 FOR 7.7 MILES TO A CROSSROAD AT FAIRVIEW. CONTINUE
 EG0418'NORTH ON STATE HIGHWAY 25 FOR 1.6 MILES TO THE SOUTH ENTRANCE TO THE
 EG0418'SENTERS TRADING POST AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0419 ***********************************************************************
 EG0419  DESIGNATION -  25 V 208
 EG0419  PID         -  EG0419
 EG0419  STATE/COUNTY-  MS/ITAWAMBA
 EG0419  USGS QUAD   -  FULTON NE (1992)
 EG0419
 EG0419                         *CURRENT SURVEY CONTROL
 EG0419  ___________________________________________________________________
 EG0419* NAD 83(1986)-  34 23 23.     (N)    088 18 11.     (W)     SCALED    
 EG0419* NAVD 88     -       163.900  (meters)     537.73   (feet)  ADJUSTED  
 EG0419  ___________________________________________________________________
 EG0419  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0419  DYNAMIC HT  -         163.737 (meters)     537.19  (feet)  COMP
 EG0419  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 EG0419
 EG0419  VERT ORDER  -  SECOND    CLASS II
 EG0419
 EG0419.The horizontal coordinates were scaled from a topographic map and have
 EG0419.an estimated accuracy of +/- 6 seconds.
 EG0419
 EG0419.The orthometric height was determined by differential leveling
 EG0419.and adjusted in June 1991.
 EG0419
 EG0419.The geoid height was determined by GEOID03.
 EG0419
 EG0419.The dynamic height is computed by dividing the NAVD 88
 EG0419.geopotential number by the normal gravity value computed on the
 EG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0419.degrees latitude (g = 980.6199 gals.).
 EG0419
 EG0419.The modeled gravity was interpolated from observed gravity values.
 EG0419
 EG0419;                    North         East    Units  Estimated Accuracy
 EG0419;SPC MS E     -   542,300.      348,760.      MT  (+/- 180 meters Scaled)
 EG0419
 EG0419                          SUPERSEDED SURVEY CONTROL
 EG0419
 EG0419  NGVD 29 (??/??/92)  163.847  (m)          537.55   (f) ADJ UNCH    2 2
 EG0419
 EG0419.Superseded values are not recommended for survey control.
 EG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0419.See file dsdata.txt to determine how the superseded data were derived.
 EG0419
 EG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD802061(NAD 83)
 EG0419_MARKER: DD = SURVEY DISK
 EG0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0419_STAMPING: BM 25V 208 1977
 EG0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0419+STABILITY: SURFACE MOTION
 EG0419
 EG0419  HISTORY     - Date     Condition        Report By
 EG0419  HISTORY     - 1977     MONUMENTED       MSHD
 EG0419
 EG0419                          STATION DESCRIPTION
 EG0419
 EG0419'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0419'9.3 MI SW FROM GOLDEN.
 EG0419'THE MARK IS LOCATED 9.3 MILES SOUTHWEST OF GOLDEN ON THE EAST RIGHT OF
 EG0419'WAY OF STATE HIGHWAY 25 IN THE NORTHEAST ANGLE OF THE JUNCTION OF A
 EG0419'GRAVELED ROAD, 9.8 MILES SOUTHWEST OF BELMONT, 10 MILES NORTHEAST OF
 EG0419'FULTON, 2.2 MILES NORTHEAST OF THE COMMUNITY OF FAIRVIEW IN THE
 EG0419'NORTHWEST 1/4 OF SECTION 13, T 8S, R 9E.  IT IS 63 FEET EAST OF THE
 EG0419'CENTER OF HIGHWAY 25, 40 FEET NORTH-NORTHEAST OF THE CENTER OF A
 EG0419'GRAVELED, 38 FEET SOUTH OF TELEPHONE CABLE TERMINAL BOX NO. A 14, 6
 EG0419'FEET NORTH OF AN 8 INCH TRIPPLE PINE, 1 FOOT WEST OF A FENCE, 1 FOOT
 EG0419'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 EG0419'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO
 EG0419'REACH FROM THE CITY HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR
 EG0419'12 MILES TO A SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0420 ***********************************************************************
 EG0420  DESIGNATION -  25 V 209
 EG0420  PID         -  EG0420
 EG0420  STATE/COUNTY-  MS/ITAWAMBA
 EG0420  USGS QUAD   -  FULTON NE (1992)
 EG0420
 EG0420                         *CURRENT SURVEY CONTROL
 EG0420  ___________________________________________________________________
 EG0420* NAD 83(1986)-  34 24 05.     (N)    088 18 02.     (W)     SCALED    
 EG0420* NAVD 88     -       136.543  (meters)     447.97   (feet)  ADJUSTED  
 EG0420  ___________________________________________________________________
 EG0420  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0420  DYNAMIC HT  -         136.407 (meters)     447.53  (feet)  COMP
 EG0420  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 EG0420
 EG0420  VERT ORDER  -  SECOND    CLASS II
 EG0420
 EG0420.The horizontal coordinates were scaled from a topographic map and have
 EG0420.an estimated accuracy of +/- 6 seconds.
 EG0420
 EG0420.The orthometric height was determined by differential leveling
 EG0420.and adjusted in June 1991.
 EG0420
 EG0420.The geoid height was determined by GEOID03.
 EG0420
 EG0420.The dynamic height is computed by dividing the NAVD 88
 EG0420.geopotential number by the normal gravity value computed on the
 EG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0420.degrees latitude (g = 980.6199 gals.).
 EG0420
 EG0420.The modeled gravity was interpolated from observed gravity values.
 EG0420
 EG0420;                    North         East    Units  Estimated Accuracy
 EG0420;SPC MS E     -   543,600.      348,990.      MT  (+/- 180 meters Scaled)
 EG0420
 EG0420                          SUPERSEDED SURVEY CONTROL
 EG0420
 EG0420  NGVD 29 (??/??/92)  136.493  (m)          447.81   (f) ADJ UNCH    2 2
 EG0420
 EG0420.Superseded values are not recommended for survey control.
 EG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0420.See file dsdata.txt to determine how the superseded data were derived.
 EG0420
 EG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD804074(NAD 83)
 EG0420_MARKER: DD = SURVEY DISK
 EG0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0420_SP_SET: CULVERT
 EG0420_STAMPING: BM 25V 209 1977
 EG0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0420
 EG0420  HISTORY     - Date     Condition        Report By
 EG0420  HISTORY     - 1977     MONUMENTED       MSHD
 EG0420
 EG0420                          STATION DESCRIPTION
 EG0420
 EG0420'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0420'8.7 MI SW FROM GOLDEN.
 EG0420'THE MARK IS LOCATED 8.7 MILES SOUTHWEST OF GOLDEN, 9 MILES SOUTHWEST
 EG0420'OF BELMONT, 10.8 MILES NORTHEAST OF FULTON, 3.4 MILES NORTH ALONG
 EG0420'STATE HIGHWAY 25 FROM THE CROSSROAD AT FAIRVIEW IN THE NORTHEAST 1/4
 EG0420'OF SECTION 12, T 8S, R 9E.  IT IS 19 FEET NORTHWEST OF THE CENTER OF
 EG0420'HIGHWAY 25, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE
 EG0420'IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 9 X 6 FOOT
 EG0420'CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 EG0420'HIGHWAY.  TO REACH FROM THE CITY HALL IN BELMONT GO SOUTH ON STATE
 EG0420'HIGHWAY 25 FOR 10.65 MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON
 EG0420'STATE HIGHWAY 25 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1487 ***********************************************************************
 CO1487  DESIGNATION -  25 V 21
 CO1487  PID         -  CO1487
 CO1487  STATE/COUNTY-  MS/RANKIN
 CO1487  USGS QUAD   -  SHARON SE (1988)
 CO1487
 CO1487                         *CURRENT SURVEY CONTROL
 CO1487  ___________________________________________________________________
 CO1487* NAD 83(1986)-  32 31 13.     (N)    089 51 24.     (W)     SCALED    
 CO1487* NAVD 88     -       103.638  (meters)     340.02   (feet)  ADJUSTED  
 CO1487  ___________________________________________________________________
 CO1487  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CO1487  DYNAMIC HT  -         103.518 (meters)     339.63  (feet)  COMP
 CO1487  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CO1487
 CO1487  VERT ORDER  -  SECOND    CLASS II
 CO1487
 CO1487.The horizontal coordinates were scaled from a topographic map and have
 CO1487.an estimated accuracy of +/- 6 seconds.
 CO1487
 CO1487.The orthometric height was determined by differential leveling
 CO1487.and adjusted in June 1991.
 CO1487
 CO1487.The geoid height was determined by GEOID03.
 CO1487
 CO1487.The dynamic height is computed by dividing the NAVD 88
 CO1487.geopotential number by the normal gravity value computed on the
 CO1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1487.degrees latitude (g = 980.6199 gals.).
 CO1487
 CO1487.The modeled gravity was interpolated from observed gravity values.
 CO1487
 CO1487;                    North         East    Units  Estimated Accuracy
 CO1487;SPC MS W     -   334,940.      744,780.      MT  (+/- 180 meters Scaled)
 CO1487
 CO1487                          SUPERSEDED SURVEY CONTROL
 CO1487
 CO1487.No superseded survey control is available for this station.
 CO1487
 CO1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB316017(NAD 83)
 CO1487_MARKER: DD = SURVEY DISK
 CO1487_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1487_SP_SET: CULVERT
 CO1487_STAMPING: BM 25V21 1988
 CO1487_MARK LOGO: MSHD  
 CO1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1487+STABILITY: SURFACE MOTION
 CO1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1487+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1487
 CO1487  HISTORY     - Date     Condition        Report By
 CO1487  HISTORY     - 1988     MONUMENTED       MSHD
 CO1487
 CO1487                          STATION DESCRIPTION
 CO1487
 CO1487'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1487'35.42 KM (22.00 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1487'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY
 CO1487'43 OVERPASS, CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 3.78 KM
 CO1487'(2.35 MI) TO THE MARK ON THE RIGHT, SET IN A DRILL HOLE IN THE TOP OF
 CO1487'THE SOUTH END OF A 48 INCH FLARED END CONCRETE PIPE CULVERT, 8.99 M
 CO1487'(29.5 FT) SOUTH OF THE CENTER OF THE HIGHWAY AND ABOUT 0.31 M
 CO1487'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0421 ***********************************************************************
 EG0421  DESIGNATION -  25 V 210
 EG0421  PID         -  EG0421
 EG0421  STATE/COUNTY-  MS/ITAWAMBA
 EG0421  USGS QUAD   -  FULTON NE (1992)
 EG0421
 EG0421                         *CURRENT SURVEY CONTROL
 EG0421  ___________________________________________________________________
 EG0421* NAD 83(1986)-  34 25 19.     (N)    088 17 03.     (W)     SCALED    
 EG0421* NAVD 88     -       145.009  (meters)     475.75   (feet)  ADJUSTED  
 EG0421  ___________________________________________________________________
 EG0421  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0421  DYNAMIC HT  -         144.865 (meters)     475.28  (feet)  COMP
 EG0421  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 EG0421
 EG0421  VERT ORDER  -  SECOND    CLASS II
 EG0421
 EG0421.The horizontal coordinates were scaled from a topographic map and have
 EG0421.an estimated accuracy of +/- 6 seconds.
 EG0421
 EG0421.The orthometric height was determined by differential leveling
 EG0421.and adjusted in June 1991.
 EG0421
 EG0421.The geoid height was determined by GEOID03.
 EG0421
 EG0421.The dynamic height is computed by dividing the NAVD 88
 EG0421.geopotential number by the normal gravity value computed on the
 EG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0421.degrees latitude (g = 980.6199 gals.).
 EG0421
 EG0421.The modeled gravity was interpolated from observed gravity values.
 EG0421
 EG0421;                    North         East    Units  Estimated Accuracy
 EG0421;SPC MS E     -   545,890.      350,480.      MT  (+/- 180 meters Scaled)
 EG0421
 EG0421                          SUPERSEDED SURVEY CONTROL
 EG0421
 EG0421  NGVD 29 (??/??/92)  144.958  (m)          475.58   (f) ADJ UNCH    2 2
 EG0421
 EG0421.Superseded values are not recommended for survey control.
 EG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0421.See file dsdata.txt to determine how the superseded data were derived.
 EG0421
 EG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD819096(NAD 83)
 EG0421_MARKER: DD = SURVEY DISK
 EG0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0421_SP_SET: CULVERT
 EG0421_STAMPING: BM 25V 210 1977
 EG0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0421
 EG0421  HISTORY     - Date     Condition        Report By
 EG0421  HISTORY     - 1977     MONUMENTED       MSHD
 EG0421
 EG0421                          STATION DESCRIPTION
 EG0421
 EG0421'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0421'7.1 MI SW FROM GOLDEN.
 EG0421'THE MARK IS LOCATED 7.1 MILES SOUTHWEST OF GOLDEN, 7.4 MILES SOUTHWEST
 EG0421'OF BELMONT, 5.2 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE MAIN
 EG0421'CROSSROAD AT FAIRVIEW NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 31,
 EG0421'T 7S, R 10E.  IT IS 79 FEET SOUTHEAST OF POLE NO. 216, 31 FEET SOUTH
 EG0421'OF THE CENTER OF HIGHWAY 25, 1 FOOT SOUTH OF A METAL WITNESS POST SET
 EG0421'IN A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A 48 INCH
 EG0421'CONCRETE PIPE CULVERT AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE
 EG0421'HIGHWAY.  TO REACH FROM THE CITY HALL IN BELMONT GO SOUTH ON STATE
 EG0421'HIGHWAY 25 FOR 8.8 MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 EG0421'RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 25 FOR 0.55 MILE TO THE
 EG0421'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0422 ***********************************************************************
 EG0422  DESIGNATION -  25 V 211
 EG0422  PID         -  EG0422
 EG0422  STATE/COUNTY-  MS/ITAWAMBA
 EG0422  USGS QUAD   -  FULTON NE (1992)
 EG0422
 EG0422                         *CURRENT SURVEY CONTROL
 EG0422  ___________________________________________________________________
 EG0422* NAD 83(1986)-  34 25 44.     (N)    088 16 18.     (W)     SCALED    
 EG0422* NAVD 88     -       146.596  (meters)     480.96   (feet)  ADJUSTED  
 EG0422  ___________________________________________________________________
 EG0422  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0422  DYNAMIC HT  -         146.450 (meters)     480.48  (feet)  COMP
 EG0422  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EG0422
 EG0422  VERT ORDER  -  SECOND    CLASS II
 EG0422
 EG0422.The horizontal coordinates were scaled from a topographic map and have
 EG0422.an estimated accuracy of +/- 6 seconds.
 EG0422
 EG0422.The orthometric height was determined by differential leveling
 EG0422.and adjusted in June 1991.
 EG0422
 EG0422.The geoid height was determined by GEOID03.
 EG0422
 EG0422.The dynamic height is computed by dividing the NAVD 88
 EG0422.geopotential number by the normal gravity value computed on the
 EG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0422.degrees latitude (g = 980.6199 gals.).
 EG0422
 EG0422.The modeled gravity was interpolated from observed gravity values.
 EG0422
 EG0422;                    North         East    Units  Estimated Accuracy
 EG0422;SPC MS E     -   546,660.      351,630.      MT  (+/- 180 meters Scaled)
 EG0422
 EG0422                          SUPERSEDED SURVEY CONTROL
 EG0422
 EG0422  NGVD 29 (??/??/92)  146.542  (m)          480.78   (f) ADJ UNCH    2 2
 EG0422
 EG0422.Superseded values are not recommended for survey control.
 EG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0422.See file dsdata.txt to determine how the superseded data were derived.
 EG0422
 EG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD831104(NAD 83)
 EG0422_MARKER: DD = SURVEY DISK
 EG0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0422_STAMPING: BM 25V 211 1977
 EG0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0422+STABILITY: SURFACE MOTION
 EG0422
 EG0422  HISTORY     - Date     Condition        Report By
 EG0422  HISTORY     - 1977     MONUMENTED       MSHD
 EG0422
 EG0422                          STATION DESCRIPTION
 EG0422
 EG0422'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0422'6.3 MI SW FROM GOLDEN.
 EG0422'THE MARK IS LOCATED 6.3 MILES SOUTHWEST OF GOLDEN, 6.6 MILES SOUTHWEST
 EG0422'OF BELMONT, 6.2 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE MAIN
 EG0422'CROSSROAD IN THE COMMUNITY OF FAIRVIEW IN THE NORTHWEST 1/4 OF SECTION
 EG0422'32, T 7S, R 10E.  IT IS 60.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 EG0422'25, 19 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD, 53 FEET WEST OF A
 EG0422'POWER POLE, 6 FEET NORTHEAST OF A 14 INCH OAK, 2 FEET NORTHWEST OF A
 EG0422'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2
 EG0422'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO REACH
 EG0422'FROM THE CITY HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR 8 MILES
 EG0422'TO A SIDE ROAD RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 25 FOR 0.3
 EG0422'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0423 ***********************************************************************
 EG0423  DESIGNATION -  25 V 212
 EG0423  PID         -  EG0423
 EG0423  STATE/COUNTY-  MS/ITAWAMBA
 EG0423  USGS QUAD   -  FULTON NE (1992)
 EG0423
 EG0423                         *CURRENT SURVEY CONTROL
 EG0423  ___________________________________________________________________
 EG0423* NAD 83(1986)-  34 26 26.     (N)    088 15 39.     (W)     SCALED    
 EG0423* NAVD 88     -       165.196  (meters)     541.98   (feet)  ADJUSTED  
 EG0423  ___________________________________________________________________
 EG0423  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0423  DYNAMIC HT  -         165.032 (meters)     541.44  (feet)  COMP
 EG0423  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 EG0423
 EG0423  VERT ORDER  -  SECOND    CLASS II
 EG0423
 EG0423.The horizontal coordinates were scaled from a topographic map and have
 EG0423.an estimated accuracy of +/- 6 seconds.
 EG0423
 EG0423.The orthometric height was determined by differential leveling
 EG0423.and adjusted in June 1991.
 EG0423
 EG0423.The geoid height was determined by GEOID03.
 EG0423
 EG0423.The dynamic height is computed by dividing the NAVD 88
 EG0423.geopotential number by the normal gravity value computed on the
 EG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0423.degrees latitude (g = 980.6199 gals.).
 EG0423
 EG0423.The modeled gravity was interpolated from observed gravity values.
 EG0423
 EG0423;                    North         East    Units  Estimated Accuracy
 EG0423;SPC MS E     -   547,960.      352,610.      MT  (+/- 180 meters Scaled)
 EG0423
 EG0423                          SUPERSEDED SURVEY CONTROL
 EG0423
 EG0423  NGVD 29 (??/??/92)  165.144  (m)          541.81   (f) ADJ UNCH    2 2
 EG0423
 EG0423.Superseded values are not recommended for survey control.
 EG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0423.See file dsdata.txt to determine how the superseded data were derived.
 EG0423
 EG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD841117(NAD 83)
 EG0423_MARKER: DD = SURVEY DISK
 EG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0423_STAMPING: BM 25V 212 1977
 EG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0423+STABILITY: SURFACE MOTION
 EG0423
 EG0423  HISTORY     - Date     Condition        Report By
 EG0423  HISTORY     - 1977     MONUMENTED       MSHD
 EG0423
 EG0423                          STATION DESCRIPTION
 EG0423
 EG0423'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0423'5.4 MI SW FROM GOLDEN.
 EG0423'THE MARK IS LOCATED 5.4 MILES SOUTHWEST OF GOLDEN ON THE SOUTHEAST
 EG0423'RIGHT OF WAY OF STATE HIGHWAY 25, 5.7 MILES SOUTHWEST OF BELMONT, 3.7
 EG0423'MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE ITAWAMBA-TISHOMINGO
 EG0423'COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION 29, T 7S, R 10E.  IT IS
 EG0423'45.5 FEET EAST OF THE CENTER OF HIGHWAY 25, 2 FEET NORTH OF POLE NO.
 EG0423'250, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0423'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 EG0423'2 INCHES.  TO REACH FROM THE CITY HALL IN BELMONT GO SOUTH ON STATE
 EG0423'HIGHWAY 25 FOR 7.15 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHWEST ON
 EG0423'STATE HIGHWAY 25 FOR 0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0424 ***********************************************************************
 EG0424  DESIGNATION -  25 V 213
 EG0424  PID         -  EG0424
 EG0424  STATE/COUNTY-  MS/ITAWAMBA
 EG0424  USGS QUAD   -  RED BAY (1981)
 EG0424
 EG0424                         *CURRENT SURVEY CONTROL
 EG0424  ___________________________________________________________________
 EG0424* NAD 83(1986)-  34 26 54.     (N)    088 14 55.     (W)     SCALED    
 EG0424* NAVD 88     -       148.570  (meters)     487.43   (feet)  ADJUSTED  
 EG0424  ___________________________________________________________________
 EG0424  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0424  DYNAMIC HT  -         148.423 (meters)     486.95  (feet)  COMP
 EG0424  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 EG0424
 EG0424  VERT ORDER  -  SECOND    CLASS II
 EG0424
 EG0424.The horizontal coordinates were scaled from a topographic map and have
 EG0424.an estimated accuracy of +/- 6 seconds.
 EG0424
 EG0424.The orthometric height was determined by differential leveling
 EG0424.and adjusted in June 1991.
 EG0424
 EG0424.The geoid height was determined by GEOID03.
 EG0424
 EG0424.The dynamic height is computed by dividing the NAVD 88
 EG0424.geopotential number by the normal gravity value computed on the
 EG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0424.degrees latitude (g = 980.6199 gals.).
 EG0424
 EG0424.The modeled gravity was interpolated from observed gravity values.
 EG0424
 EG0424;                    North         East    Units  Estimated Accuracy
 EG0424;SPC MS E     -   548,830.      353,730.      MT  (+/- 180 meters Scaled)
 EG0424
 EG0424                          SUPERSEDED SURVEY CONTROL
 EG0424
 EG0424  NGVD 29 (??/??/92)  148.520  (m)          487.27   (f) ADJ UNCH    2 2
 EG0424
 EG0424.Superseded values are not recommended for survey control.
 EG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0424.See file dsdata.txt to determine how the superseded data were derived.
 EG0424
 EG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD852125(NAD 83)
 EG0424_MARKER: DD = SURVEY DISK
 EG0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0424_SP_SET: CULVERT
 EG0424_STAMPING: BM 25V 213 1977
 EG0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0424
 EG0424  HISTORY     - Date     Condition        Report By
 EG0424  HISTORY     - 1977     MONUMENTED       MSHD
 EG0424
 EG0424                          STATION DESCRIPTION
 EG0424
 EG0424'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0424'4.3 MI SW FROM GOLDEN.
 EG0424'THE MARK IS LOCATED 4.3 MILES SOUTHWEST OF GOLDEN OPPOSITE A SIDE ROAD
 EG0424'LEADING SOUTH, 4.8 MILES SOUTHWEST OF BELMONT, 2.7 MILES SOUTHWEST
 EG0424'ALONG STATE HIGHWAY 25 FROM THE ITAWAMBA-TISHOMINGO COUNTY LINE NEAR
 EG0424'THE CENTER OF THE SOUTH SIDE OF SECTION 21, T 7S, R 10E. IT IS 106
 EG0424'FEET WEST OF THE CENTER OF A DRIVEWAY, 90 FEET EAST OF THE CENTER OF
 EG0424'ANOTHER DRIVEWAY, 69 FEET WEST-SOUTHWEST OF A POWER POLE WITH GUY
 EG0424'WIRES, 25 FEET NORTH OF THE CENTER OF HIGHWAY 25, 1 FOOT NORTH OF A
 EG0424'METAL WITNESS POST SET IN A DRILL IN THE WEST END OF THE NORTH
 EG0424'HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT AND IS ABOUT 4 FEET BELOW
 EG0424'THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE CITY HALL IN BELMONT GO
 EG0424'SOUTH ON STATE HIGHWAY 25 FOR 6.3 MILES TO A SIDE ROAD ON THE LEFT AND
 EG0424'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0425 ***********************************************************************
 EG0425  DESIGNATION -  25 V 214
 EG0425  PID         -  EG0425
 EG0425  STATE/COUNTY-  MS/ITAWAMBA
 EG0425  USGS QUAD   -  RED BAY (1981)
 EG0425
 EG0425                         *CURRENT SURVEY CONTROL
 EG0425  ___________________________________________________________________
 EG0425* NAD 83(1986)-  34 26 51.     (N)    088 13 52.     (W)     SCALED    
 EG0425* NAVD 88     -       173.876  (meters)     570.46   (feet)  ADJUSTED  
 EG0425  ___________________________________________________________________
 EG0425  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0425  DYNAMIC HT  -         173.702 (meters)     569.89  (feet)  COMP
 EG0425  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 EG0425
 EG0425  VERT ORDER  -  SECOND    CLASS II
 EG0425
 EG0425.The horizontal coordinates were scaled from a topographic map and have
 EG0425.an estimated accuracy of +/- 6 seconds.
 EG0425
 EG0425.The orthometric height was determined by differential leveling
 EG0425.and adjusted in June 1991.
 EG0425
 EG0425.The geoid height was determined by GEOID03.
 EG0425
 EG0425.The dynamic height is computed by dividing the NAVD 88
 EG0425.geopotential number by the normal gravity value computed on the
 EG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0425.degrees latitude (g = 980.6199 gals.).
 EG0425
 EG0425.The modeled gravity was interpolated from observed gravity values.
 EG0425
 EG0425;                    North         East    Units  Estimated Accuracy
 EG0425;SPC MS E     -   548,750.      355,340.      MT  (+/- 180 meters Scaled)
 EG0425
 EG0425                          SUPERSEDED SURVEY CONTROL
 EG0425
 EG0425  NGVD 29 (??/??/92)  173.823  (m)          570.28   (f) ADJ UNCH    2 2
 EG0425
 EG0425.Superseded values are not recommended for survey control.
 EG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0425.See file dsdata.txt to determine how the superseded data were derived.
 EG0425
 EG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD869124(NAD 83)
 EG0425_MARKER: DD = SURVEY DISK
 EG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0425_STAMPING: BM 25V 214 1977
 EG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0425+STABILITY: SURFACE MOTION
 EG0425
 EG0425  HISTORY     - Date     Condition        Report By
 EG0425  HISTORY     - 1977     MONUMENTED       MSHD
 EG0425
 EG0425                          STATION DESCRIPTION
 EG0425
 EG0425'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0425'3.6 MI SW FROM GOLDEN.
 EG0425'THE MARK IS LOCATED 3.6 MILES SOUTHWEST OF GOLDEN ON THE SOUTHEAST
 EG0425'RIGHT OF WAY OF STATE HIGHWAY 25 IN THE SOUTHEAST ANGLE OF A T
 EG0425'INTERSECTION, 4.4 MILES SOUTHWEST OF BELMONT, 1.6 MILES SOUTHWEST
 EG0425'ALONG STATE HIGHWAY 25 FROM THE ITAWAMBA-TISHOMINGO COUNTY LINE NEAR
 EG0425'THE CENTER OF THE NORTH SIDE OF SECTION 27, T 7S, R 10E.  IT IS 49
 EG0425'FEET WEST OF A CYCLONE FENCE CORNER, 34 FEET SOUTHEAST OF THE CENTER
 EG0425'OF HIGHWAY 25, 30 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD,
 EG0425'2.5 FEET NORTHEAST OF POLE NO. 286, 1 FOOT SOUTH OF A METAL WITNESS
 EG0425'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 EG0425'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE CITY
 EG0425'HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR 5.2 MILES TO A SIDE
 EG0425'ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0426 ***********************************************************************
 EG0426  DESIGNATION -  25 V 215
 EG0426  PID         -  EG0426
 EG0426  STATE/COUNTY-  MS/ITAWAMBA
 EG0426  USGS QUAD   -  RED BAY (1981)
 EG0426
 EG0426                         *CURRENT SURVEY CONTROL
 EG0426  ___________________________________________________________________
 EG0426* NAD 83(1986)-  34 27 33.     (N)    088 13 20.     (W)     SCALED    
 EG0426* NAVD 88     -       162.770  (meters)     534.02   (feet)  ADJUSTED  
 EG0426  ___________________________________________________________________
 EG0426  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0426  DYNAMIC HT  -         162.608 (meters)     533.49  (feet)  COMP
 EG0426  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 EG0426
 EG0426  VERT ORDER  -  SECOND    CLASS II
 EG0426
 EG0426.The horizontal coordinates were scaled from a topographic map and have
 EG0426.an estimated accuracy of +/- 6 seconds.
 EG0426
 EG0426.The orthometric height was determined by differential leveling
 EG0426.and adjusted in June 1991.
 EG0426
 EG0426.The geoid height was determined by GEOID03.
 EG0426
 EG0426.The dynamic height is computed by dividing the NAVD 88
 EG0426.geopotential number by the normal gravity value computed on the
 EG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0426.degrees latitude (g = 980.6199 gals.).
 EG0426
 EG0426.The modeled gravity was interpolated from observed gravity values.
 EG0426
 EG0426;                    North         East    Units  Estimated Accuracy
 EG0426;SPC MS E     -   550,050.      356,150.      MT  (+/- 180 meters Scaled)
 EG0426
 EG0426                          SUPERSEDED SURVEY CONTROL
 EG0426
 EG0426  NGVD 29 (??/??/92)  162.719  (m)          533.85   (f) ADJ UNCH    2 2
 EG0426
 EG0426.Superseded values are not recommended for survey control.
 EG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0426.See file dsdata.txt to determine how the superseded data were derived.
 EG0426
 EG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD877137(NAD 83)
 EG0426_MARKER: DD = SURVEY DISK
 EG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0426_STAMPING: BM 25V 215 1977
 EG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0426+STABILITY: SURFACE MOTION
 EG0426
 EG0426  HISTORY     - Date     Condition        Report By
 EG0426  HISTORY     - 1977     MONUMENTED       MSHD
 EG0426
 EG0426                          STATION DESCRIPTION
 EG0426
 EG0426'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0426'2.6 MI SW FROM GOLDEN.
 EG0426'THE MARK IS LOCATED 2.6 MILES SOUTHWEST OF GOLDEN BY A POWER POLE ON
 EG0426'THE LAWN OF A MOBILE HOME, 3.5 MILES SOUTHWEST OF BELMONT, 0.5 MILE
 EG0426'SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE ITAWAMBA-TISHOMINGO COUNTY
 EG0426'LINE IN THE NORTHEAST 1/4 OF SECTION 22, T 7S, R 10E.  IT IS 48 FEET
 EG0426'WEST OF THE CENTER OF HIGHWAY 25, 14 FEET SOUTH OF THE CENTER OF A
 EG0426'DRIVEWAY TO A MOBILE HOME, 6 FEET SOUTHWEST OF A 5 INCH OAK, 3.5 FEET
 EG0426'SOUTH OF A POWER POLE WITH A GUY WIRE AND A TRANSFORMER, 1 FOOT NORTH
 EG0426'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 EG0426'LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM
 EG0426'THE CITY HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR 2.9 MILES TO
 EG0426'A SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 25 FOR 1.25
 EG0426'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0427 ***********************************************************************
 EG0427  DESIGNATION -  25 V 216
 EG0427  PID         -  EG0427
 EG0427  STATE/COUNTY-  MS/TISHOMINGO
 EG0427  USGS QUAD   -  RED BAY (1981)
 EG0427
 EG0427                         *CURRENT SURVEY CONTROL
 EG0427  ___________________________________________________________________
 EG0427* NAD 83(1986)-  34 27 51.     (N)    088 12 45.     (W)     SCALED    
 EG0427* NAVD 88     -       167.133  (meters)     548.34   (feet)  ADJUSTED  
 EG0427  ___________________________________________________________________
 EG0427  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0427  DYNAMIC HT  -         166.966 (meters)     547.79  (feet)  COMP
 EG0427  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 EG0427
 EG0427  VERT ORDER  -  SECOND    CLASS II
 EG0427
 EG0427.The horizontal coordinates were scaled from a topographic map and have
 EG0427.an estimated accuracy of +/- 6 seconds.
 EG0427
 EG0427.The orthometric height was determined by differential leveling
 EG0427.and adjusted in June 1991.
 EG0427
 EG0427.The geoid height was determined by GEOID03.
 EG0427
 EG0427.The dynamic height is computed by dividing the NAVD 88
 EG0427.geopotential number by the normal gravity value computed on the
 EG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0427.degrees latitude (g = 980.6199 gals.).
 EG0427
 EG0427.The modeled gravity was interpolated from observed gravity values.
 EG0427
 EG0427;                    North         East    Units  Estimated Accuracy
 EG0427;SPC MS E     -   550,610.      357,040.      MT  (+/- 180 meters Scaled)
 EG0427
 EG0427                          SUPERSEDED SURVEY CONTROL
 EG0427
 EG0427  NGVD 29 (??/??/92)  167.081  (m)          548.16   (f) ADJ UNCH    2 2
 EG0427
 EG0427.Superseded values are not recommended for survey control.
 EG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0427.See file dsdata.txt to determine how the superseded data were derived.
 EG0427
 EG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD886142(NAD 83)
 EG0427_MARKER: DD = SURVEY DISK
 EG0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0427_SP_SET: CULVERT
 EG0427_STAMPING: BM 25V 216 1977
 EG0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0427
 EG0427  HISTORY     - Date     Condition        Report By
 EG0427  HISTORY     - 1977     MONUMENTED       MSHD
 EG0427  HISTORY     - 1979     GOOD             MSHD
 EG0427
 EG0427                          STATION DESCRIPTION
 EG0427
 EG0427'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0427'2.1 MI SW FROM GOLDEN.
 EG0427'THE MARK IS LOCATED 2.1 MILES SOUTHWEST OF GOLDEN, 3.1 MILES SOUTH OF
 EG0427'BELMONT, 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE
 EG0427'ITAWAMBA-TISHOMINGO COUNTY LINE NEAR THE CENTER OF THE SOUTH SIDE OF
 EG0427'SECTION 14, T 7S, R 10E.  IT IS 166 FEET EAST OF THE CENTER OF A
 EG0427'DRIVEWAY, 39 FEET SOUTH OF THE CENTER OF HIGHWAY 25, 1 FOOT
 EG0427'SOUTH-SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 EG0427'EAST END OF THE SOUTH HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT AND
 EG0427'IS ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 EG0427'CITY HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR 2.9 MILES TO A
 EG0427'SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 25 FOR 0.65 MILE
 EG0427'TO THE MARK ON THE LEFT.
 EG0427
 EG0427                          STATION RECOVERY (1979)
 EG0427
 EG0427'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0428 ***********************************************************************
 EG0428  DESIGNATION -  25 V 217
 EG0428  PID         -  EG0428
 EG0428  STATE/COUNTY-  MS/TISHOMINGO
 EG0428  USGS QUAD   -  RED BAY (1981)
 EG0428
 EG0428                         *CURRENT SURVEY CONTROL
 EG0428  ___________________________________________________________________
 EG0428* NAD 83(1986)-  34 28 44.     (N)    088 12 18.     (W)     SCALED    
 EG0428* NAVD 88     -       185.077  (meters)     607.21   (feet)  ADJUSTED  
 EG0428  ___________________________________________________________________
 EG0428  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0428  DYNAMIC HT  -         184.893 (meters)     606.60  (feet)  COMP
 EG0428  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EG0428
 EG0428  VERT ORDER  -  SECOND    CLASS II
 EG0428
 EG0428.The horizontal coordinates were scaled from a topographic map and have
 EG0428.an estimated accuracy of +/- 6 seconds.
 EG0428
 EG0428.The orthometric height was determined by differential leveling
 EG0428.and adjusted in June 1991.
 EG0428
 EG0428.The geoid height was determined by GEOID03.
 EG0428
 EG0428.The dynamic height is computed by dividing the NAVD 88
 EG0428.geopotential number by the normal gravity value computed on the
 EG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0428.degrees latitude (g = 980.6199 gals.).
 EG0428
 EG0428.The modeled gravity was interpolated from observed gravity values.
 EG0428
 EG0428;                    North         East    Units  Estimated Accuracy
 EG0428;SPC MS E     -   552,250.      357,720.      MT  (+/- 180 meters Scaled)
 EG0428
 EG0428                          SUPERSEDED SURVEY CONTROL
 EG0428
 EG0428  NGVD 29 (??/??/92)  185.029  (m)          607.05   (f) ADJ UNCH    2 2
 EG0428
 EG0428.Superseded values are not recommended for survey control.
 EG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0428.See file dsdata.txt to determine how the superseded data were derived.
 EG0428
 EG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD893159(NAD 83)
 EG0428_MARKER: DD = SURVEY DISK
 EG0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0428_SP_SET: CULVERT
 EG0428_STAMPING: BM 25V 217 1977
 EG0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0428
 EG0428  HISTORY     - Date     Condition        Report By
 EG0428  HISTORY     - 1977     MONUMENTED       MSHD
 EG0428  HISTORY     - 1979     GOOD             MSHD
 EG0428
 EG0428                          STATION DESCRIPTION
 EG0428
 EG0428'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0428'1.2 MI SW FROM GOLDEN.
 EG0428'THE MARK IS LOCATED 1.2 MILES SOUTHWEST OF GOLDEN, 2.2 MILES SOUTH OF
 EG0428'BELMONT, 0.1 MILE NORTH OF A CROSSROAD (GOLDEN LOOP TO THE EAST) IN
 EG0428'THE SOUTHEAST CORNER OF SECTION 11, T 7S, R 10E.  IT IS 43 FEET WEST
 EG0428'OF THE CENTER OF HIGHWAY 25, 1 FOOT WEST OF A METAL WITNESS POST SET
 EG0428'IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 48 INCH
 EG0428'CONCRETE PIPE CULVERT AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE
 EG0428'HIGHWAY.  TO REACH FROM THE CITY HALL AT BELMONT GO SOUTH ON STATE
 EG0428'HIGHWAY 25 FOR 2.2 MILES TO THE MARK ON THE RIGHT.
 EG0428
 EG0428                          STATION RECOVERY (1979)
 EG0428
 EG0428'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2059 ***********************************************************************
 EG2059  DESIGNATION -  25 V 218 RESET
 EG2059  PID         -  EG2059
 EG2059  STATE/COUNTY-  MS/TISHOMINGO
 EG2059  USGS QUAD   -  RED BAY (1981)
 EG2059
 EG2059                         *CURRENT SURVEY CONTROL
 EG2059  ___________________________________________________________________
 EG2059* NAD 83(1986)-  34 29 13.     (N)    088 12 25.     (W)     SCALED    
 EG2059* NAVD 88     -       182.02   (meters)     597.2    (feet)  RESET     
 EG2059  ___________________________________________________________________
 EG2059  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG2059  VERT ORDER  -  THIRD
 EG2059
 EG2059.The horizontal coordinates were scaled from a topographic map and have
 EG2059.an estimated accuracy of +/- 6 seconds.
 EG2059
 EG2059.The orthometric height was computed from unverified reset data.
 EG2059.No vertical observational check was made to the station.
 EG2059
 EG2059.The geoid height was determined by GEOID03.
 EG2059
 EG2059;                    North         East    Units  Estimated Accuracy
 EG2059;SPC MS E     -   553,140.      357,530.      MT  (+/- 180 meters Scaled)
 EG2059
 EG2059                          SUPERSEDED SURVEY CONTROL
 EG2059
 EG2059  NGVD 29 (08/12/04)  181.98   (m)          597.0    (f) RESET       3  
 EG2059
 EG2059.Superseded values are not recommended for survey control.
 EG2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2059.See file dsdata.txt to determine how the superseded data were derived.
 EG2059
 EG2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD891168(NAD 83)
 EG2059_MARKER: DV = VERTICAL CONTROL DISK
 EG2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2059_SP_SET: CONCRETE POST
 EG2059_STAMPING: 25V 218 RESET 1989
 EG2059_MARK LOGO: NGS   
 EG2059_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2059+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EG2059
 EG2059  HISTORY     - Date     Condition        Report By
 EG2059  HISTORY     - 1989     MONUMENTED       MSHD
 EG2059
 EG2059                          STATION DESCRIPTION
 EG2059
 EG2059'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2059'2.57 KM (1.60 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE CITY HALL IN
 EG2059'BELMONT TO THE MARK ON THE RIGHT, 15.24 M (50.0 FT) WEST OF THE CENTER
 EG2059'OF HIGHWAY, 10.66 M (35.0 FT) EAST OF AN 8 INCH CEDAR TREE, 4.57 M
 EG2059'(15.0 FT) SOUTH OF A 5 INCH WATER OAK TREE, 3.65 M (12.0 FT) NORTH OF
 EG2059'A 30 INCH ELM TREE, 0.30 M (1.0 FT) EAST OF A METAL WITNESS POST AND
 EG2059'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND AND ABOUT
 EG2059'0.90 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0430 ***********************************************************************
 EG0430  DESIGNATION -  25 V 219
 EG0430  PID         -  EG0430
 EG0430  STATE/COUNTY-  MS/TISHOMINGO
 EG0430  USGS QUAD   -  RED BAY (1981)
 EG0430
 EG0430                         *CURRENT SURVEY CONTROL
 EG0430  ___________________________________________________________________
 EG0430* NAD 83(1986)-  34 29 54.     (N)    088 12 26.     (W)     SCALED    
 EG0430* NAVD 88     -       179.864  (meters)     590.10   (feet)  ADJUSTED  
 EG0430  ___________________________________________________________________
 EG0430  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG0430  DYNAMIC HT  -         179.685 (meters)     589.52  (feet)  COMP
 EG0430  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 EG0430
 EG0430  VERT ORDER  -  SECOND    CLASS II
 EG0430
 EG0430.The horizontal coordinates were scaled from a topographic map and have
 EG0430.an estimated accuracy of +/- 6 seconds.
 EG0430
 EG0430.The orthometric height was determined by differential leveling
 EG0430.and adjusted in June 1991.
 EG0430
 EG0430.The geoid height was determined by GEOID03.
 EG0430
 EG0430.The dynamic height is computed by dividing the NAVD 88
 EG0430.geopotential number by the normal gravity value computed on the
 EG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0430.degrees latitude (g = 980.6199 gals.).
 EG0430
 EG0430.The modeled gravity was interpolated from observed gravity values.
 EG0430
 EG0430;                    North         East    Units  Estimated Accuracy
 EG0430;SPC MS E     -   554,400.      357,500.      MT  (+/- 180 meters Scaled)
 EG0430
 EG0430                          SUPERSEDED SURVEY CONTROL
 EG0430
 EG0430  NGVD 29 (??/??/92)  179.822  (m)          589.97   (f) ADJ UNCH    2 2
 EG0430
 EG0430.Superseded values are not recommended for survey control.
 EG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0430.See file dsdata.txt to determine how the superseded data were derived.
 EG0430
 EG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD891180(NAD 83)
 EG0430_MARKER: DD = SURVEY DISK
 EG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0430_STAMPING: BM 25V 219 1977
 EG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0430+STABILITY: SURFACE MOTION
 EG0430
 EG0430  HISTORY     - Date     Condition        Report By
 EG0430  HISTORY     - 1977     MONUMENTED       MSHD
 EG0430  HISTORY     - 1979     GOOD             MSHD
 EG0430
 EG0430                          STATION DESCRIPTION
 EG0430
 EG0430'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0430'0.8 MI S FROM BELMONT.
 EG0430'THE MARK IS LOCATED 0.8 MILE SOUTH OF BELMONT ON THE WEST RIGHT OF WAY
 EG0430'OF STATE HIGHWAY 25 AT THE JUNCTION OF MAIN STREET IN THE SOUTHEAST
 EG0430'1/4 OF THE NORTHEAST 1/4 OF SECTION 2, T 7S, R 10E.  IT IS 43.5 FEET
 EG0430'WEST OF THE CENTER OF HIGHWAY 25, 65 FEET SOUTH OF THE CENTER OF MAIN
 EG0430'STREET, 31 FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY, 2 FEET
 EG0430'SOUTH OF A POWER POLE WITH A GUY WIRE AND A LAMP, 1 FOOT NORTH OF A
 EG0430'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL
 EG0430'WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE CITY
 EG0430'HALL AT BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR 0.75 MILE TO THE
 EG0430'JUNCTION OF MAIN STREET AND THE MARK ON THE RIGHT.
 EG0430
 EG0430                          STATION RECOVERY (1979)
 EG0430
 EG0430'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1488 ***********************************************************************
 CO1488  DESIGNATION -  25 V 22
 CO1488  PID         -  CO1488
 CO1488  STATE/COUNTY-  MS/RANKIN
 CO1488  USGS QUAD   -  SHARON SE (1988)
 CO1488
 CO1488                         *CURRENT SURVEY CONTROL
 CO1488  ___________________________________________________________________
 CO1488* NAD 83(1986)-  32 31 35.     (N)    089 50 21.     (W)     SCALED    
 CO1488* NAVD 88     -        98.211  (meters)     322.21   (feet)  ADJUSTED  
 CO1488  ___________________________________________________________________
 CO1488  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CO1488  DYNAMIC HT  -          98.097 (meters)     321.84  (feet)  COMP
 CO1488  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 CO1488
 CO1488  VERT ORDER  -  SECOND    CLASS II
 CO1488
 CO1488.The horizontal coordinates were scaled from a topographic map and have
 CO1488.an estimated accuracy of +/- 6 seconds.
 CO1488
 CO1488.The orthometric height was determined by differential leveling
 CO1488.and adjusted in June 1991.
 CO1488
 CO1488.The geoid height was determined by GEOID03.
 CO1488
 CO1488.The dynamic height is computed by dividing the NAVD 88
 CO1488.geopotential number by the normal gravity value computed on the
 CO1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1488.degrees latitude (g = 980.6199 gals.).
 CO1488
 CO1488.The modeled gravity was interpolated from observed gravity values.
 CO1488
 CO1488;                    North         East    Units  Estimated Accuracy
 CO1488;SPC MS W     -   335,630.      746,430.      MT  (+/- 180 meters Scaled)
 CO1488
 CO1488                          SUPERSEDED SURVEY CONTROL
 CO1488
 CO1488.No superseded survey control is available for this station.
 CO1488
 CO1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB333023(NAD 83)
 CO1488_MARKER: DD = SURVEY DISK
 CO1488_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1488_SP_SET: CULVERT
 CO1488_STAMPING: BM 25V22 1988
 CO1488_MARK LOGO: MSHD  
 CO1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1488+STABILITY: SURFACE MOTION
 CO1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1488+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1488
 CO1488  HISTORY     - Date     Condition        Report By
 CO1488  HISTORY     - 1988     MONUMENTED       MSHD
 CO1488
 CO1488                          STATION DESCRIPTION
 CO1488
 CO1488'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1488'35.42 KM (22.00 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1488'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY
 CO1488'43 OVERPASS, CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 5.64 KM
 CO1488'(3.50 MI) TO A DIM CROSSROAD AND MARK ON THE RIGHT, SET IN A DRILL
 CO1488'HOLE IN TOP OF THE SOUTH END OF A 36 INCH FLARED END CONCRETE PIPE
 CO1488'CULVERT, 40.54 M (133.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 18.29
 CO1488'M (60.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY AND ABOUT 1.83 M
 CO1488'(6.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0152 ***********************************************************************
 EG0152  DESIGNATION -  25 V 220
 EG0152  PID         -  EG0152
 EG0152  STATE/COUNTY-  MS/TISHOMINGO
 EG0152  USGS QUAD   -  BELMONT (1984)
 EG0152
 EG0152                         *CURRENT SURVEY CONTROL
 EG0152  ___________________________________________________________________
 EG0152* NAD 83(1986)-  34 30 33.     (N)    088 12 38.     (W)     SCALED    
 EG0152* NAVD 88     -       178.271  (meters)     584.88   (feet)  ADJUSTED  
 EG0152  ___________________________________________________________________
 EG0152  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG0152  DYNAMIC HT  -         178.094 (meters)     584.30  (feet)  COMP
 EG0152  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EG0152
 EG0152  VERT ORDER  -  SECOND    CLASS II
 EG0152
 EG0152.The horizontal coordinates were scaled from a topographic map and have
 EG0152.an estimated accuracy of +/- 6 seconds.
 EG0152
 EG0152.The orthometric height was determined by differential leveling
 EG0152.and adjusted in June 1991.
 EG0152
 EG0152.The geoid height was determined by GEOID03.
 EG0152
 EG0152.The dynamic height is computed by dividing the NAVD 88
 EG0152.geopotential number by the normal gravity value computed on the
 EG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0152.degrees latitude (g = 980.6199 gals.).
 EG0152
 EG0152.The modeled gravity was interpolated from observed gravity values.
 EG0152
 EG0152;                    North         East    Units  Estimated Accuracy
 EG0152;SPC MS E     -   555,600.      357,190.      MT  (+/- 180 meters Scaled)
 EG0152
 EG0152                          SUPERSEDED SURVEY CONTROL
 EG0152
 EG0152  NGVD 29 (??/??/92)  178.232  (m)          584.75   (f) ADJ UNCH    2 2
 EG0152
 EG0152.Superseded values are not recommended for survey control.
 EG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0152.See file dsdata.txt to determine how the superseded data were derived.
 EG0152
 EG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD888192(NAD 83)
 EG0152_MARKER: DD = SURVEY DISK
 EG0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0152_SP_SET: FOOTING
 EG0152_STAMPING: BM 25V 220 1977
 EG0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0152
 EG0152  HISTORY     - Date     Condition        Report By
 EG0152  HISTORY     - 1977     MONUMENTED       MSHD
 EG0152  HISTORY     - 1979     GOOD             MSHD
 EG0152
 EG0152                          STATION DESCRIPTION
 EG0152
 EG0152'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0152'IN BELMONT.
 EG0152'THE MARK IS LOCATED IN THE BASE OF THE NORTHEAST LEG OF THE MUNICIPAL
 EG0152'WATER TANK STANDING ON THE WEST SIDE OF THE CITY HALL IN BELMONT IN
 EG0152'THE SOUTHEAST 1/4 OF SECTION 35, T 6S, R 10E.  IT IS 71 FEET EAST OF
 EG0152'THE CENTER OF A BLACK TOP STREET, 48 FEET WEST OF THE NORTHWEST CORNER
 EG0152'OF THE CITY HALL, 1.5 FEET SOUTH OF A METAL WITNESS POST SET IN A
 EG0152'DRILL HOLE IN THE EAST CORNER OF THE NORTHEAST CONCRETE FOOTING OF THE
 EG0152'WATER TANK.
 EG0152
 EG0152                          STATION RECOVERY (1979)
 EG0152
 EG0152'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0153 ***********************************************************************
 EG0153  DESIGNATION -  25 V 221 MSHD
 EG0153  PID         -  EG0153
 EG0153  STATE/COUNTY-  MS/TISHOMINGO
 EG0153  USGS QUAD   -  BELMONT (1984)
 EG0153
 EG0153                         *CURRENT SURVEY CONTROL
 EG0153  ___________________________________________________________________
 EG0153* NAD 83(1986)-  34 31 42.     (N)    088 13 04.     (W)     SCALED    
 EG0153* NAVD 88     -       176.467  (meters)     578.96   (feet)  ADJUSTED  
 EG0153  ___________________________________________________________________
 EG0153  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EG0153  DYNAMIC HT  -         176.293 (meters)     578.39  (feet)  COMP
 EG0153  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EG0153
 EG0153  VERT ORDER  -  SECOND    CLASS II
 EG0153
 EG0153.The horizontal coordinates were scaled from a topographic map and have
 EG0153.an estimated accuracy of +/- 6 seconds.
 EG0153
 EG0153.The orthometric height was determined by differential leveling
 EG0153.and adjusted in June 1991.
 EG0153
 EG0153.The geoid height was determined by GEOID03.
 EG0153
 EG0153.The dynamic height is computed by dividing the NAVD 88
 EG0153.geopotential number by the normal gravity value computed on the
 EG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0153.degrees latitude (g = 980.6199 gals.).
 EG0153
 EG0153.The modeled gravity was interpolated from observed gravity values.
 EG0153
 EG0153;                    North         East    Units  Estimated Accuracy
 EG0153;SPC MS E     -   557,720.      356,510.      MT  (+/- 180 meters Scaled)
 EG0153
 EG0153                          SUPERSEDED SURVEY CONTROL
 EG0153
 EG0153  NGVD 29 (??/??/92)  176.431  (m)          578.84   (f) ADJ UNCH    2 2
 EG0153
 EG0153.Superseded values are not recommended for survey control.
 EG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0153.See file dsdata.txt to determine how the superseded data were derived.
 EG0153
 EG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD882214(NAD 83)
 EG0153_MARKER: DD = SURVEY DISK
 EG0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0153_SP_SET: CULVERT
 EG0153_STAMPING: BM 25V 221 1977
 EG0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0153
 EG0153  HISTORY     - Date     Condition        Report By
 EG0153  HISTORY     - 1977     MONUMENTED       MSHD
 EG0153
 EG0153                          STATION DESCRIPTION
 EG0153
 EG0153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0153'1.6 MI N FROM BELMONT.
 EG0153'THE MARK IS LOCATED ABOUT 1.6 MILES NORTH OF BELMONT IN SECTION 22, T
 EG0153'6S, R 10E.  IT IS A DISK SET IN CEMENT IN A DRILL HOLE IN THE HEADWALL
 EG0153'OF A CULVERT ABOUT 12 FEET LOWER THAN THE HIGHWAY.  IT IS ABOUT 150
 EG0153'FEET NORTH OF A HOUSE WITH GRAY AND WHITE SIDING, 44 FEET WEST OF THE
 EG0153'CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST AND
 EG0153'STAMPED BM 25V 221 1977.  TO REACH FROM THE POST OFFICE IN BELMONT GO
 EG0153'NORTH ON STATE HIGHWAY 25 FOR 1.6 MILES TO A CULVERT AND THE MARK ON
 EG0153'THE LEFT ABOUT 0.1 MILE BEFORE REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0404 ***********************************************************************
 EG0404  DESIGNATION -  25 V 224
 EG0404  PID         -  EG0404
 EG0404  STATE/COUNTY-  MS/ITAWAMBA
 EG0404  USGS QUAD   -  FULTON SE (1965)
 EG0404
 EG0404                         *CURRENT SURVEY CONTROL
 EG0404  ___________________________________________________________________
 EG0404* NAD 83(1986)-  34 17 15.     (N)    088 20 58.     (W)     SCALED    
 EG0404* NAVD 88     -       153.616  (meters)     503.99   (feet)  ADJUSTED  
 EG0404  ___________________________________________________________________
 EG0404  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0404  DYNAMIC HT  -         153.461 (meters)     503.48  (feet)  COMP
 EG0404  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 EG0404
 EG0404  VERT ORDER  -  SECOND    CLASS II
 EG0404
 EG0404.The horizontal coordinates were scaled from a topographic map and have
 EG0404.an estimated accuracy of +/- 6 seconds.
 EG0404
 EG0404.The orthometric height was determined by differential leveling
 EG0404.and adjusted in June 1991.
 EG0404
 EG0404.The geoid height was determined by GEOID03.
 EG0404
 EG0404.The dynamic height is computed by dividing the NAVD 88
 EG0404.geopotential number by the normal gravity value computed on the
 EG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0404.degrees latitude (g = 980.6199 gals.).
 EG0404
 EG0404.The modeled gravity was interpolated from observed gravity values.
 EG0404
 EG0404;                    North         East    Units  Estimated Accuracy
 EG0404;SPC MS E     -   530,940.      344,550.      MT  (+/- 180 meters Scaled)
 EG0404
 EG0404                          SUPERSEDED SURVEY CONTROL
 EG0404
 EG0404  NGVD 29 (??/??/92)  153.556  (m)          503.79   (f) ADJ UNCH    2 2
 EG0404
 EG0404.Superseded values are not recommended for survey control.
 EG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0404.See file dsdata.txt to determine how the superseded data were derived.
 EG0404
 EG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC757948(NAD 83)
 EG0404_MARKER: DD = SURVEY DISK
 EG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0404_STAMPING: BM 25V 224 1977
 EG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0404+STABILITY: SURFACE MOTION
 EG0404
 EG0404  HISTORY     - Date     Condition        Report By
 EG0404  HISTORY     - 1977     MONUMENTED       MSHD
 EG0404
 EG0404                          STATION DESCRIPTION
 EG0404
 EG0404'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0404'1.7 MI NE FROM FULTON.
 EG0404'THE MARK IS LOCATED ABOUT 1.7 MILES NORTHEAST OF FULTON IN SECTION 22,
 EG0404'T 9S, R 9E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0404'POST FLUSH WITH THE GROUND.  IT IS 51 FEET WEST OF THE SOUTHERN TIP OF
 EG0404'AN ISLAND IN THE INTERSECTION, 63 FEET SOUTHWEST OF THE NORTHWEST
 EG0404'CORNER OF THE ISLAND, 1 FOOT WEST OF A METAL WITNESS POST AND STAMPED
 EG0404'BM 25V 224 1977.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND
 EG0404'STATE HIGHWAY 25 AT THE EAST EDGE OF FULTON BY GOING NORTHEAST ON
 EG0404'HIGHWAY 25 FOR 1.0 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND
 EG0404'EASTERLY 0.6 MILE TO A REVERSE FORK RIGHT.  CONTINUE AHEAD 0.1 MILE TO
 EG0404'A FORK, BEAR LEFT ABOUT 150 FEET TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0405 ***********************************************************************
 EG0405  DESIGNATION -  25 V 225
 EG0405  PID         -  EG0405
 EG0405  STATE/COUNTY-  MS/ITAWAMBA
 EG0405  USGS QUAD   -  FULTON SE (1965)
 EG0405
 EG0405                         *CURRENT SURVEY CONTROL
 EG0405  ___________________________________________________________________
 EG0405* NAD 83(1986)-  34 17 37.     (N)    088 20 23.     (W)     SCALED    
 EG0405* NAVD 88     -       129.381  (meters)     424.48   (feet)  ADJUSTED  
 EG0405  ___________________________________________________________________
 EG0405  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0405  DYNAMIC HT  -         129.250 (meters)     424.05  (feet)  COMP
 EG0405  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 EG0405
 EG0405  VERT ORDER  -  SECOND    CLASS II
 EG0405
 EG0405.The horizontal coordinates were scaled from a topographic map and have
 EG0405.an estimated accuracy of +/- 6 seconds.
 EG0405
 EG0405.The orthometric height was determined by differential leveling
 EG0405.and adjusted in June 1991.
 EG0405
 EG0405.The geoid height was determined by GEOID03.
 EG0405
 EG0405.The dynamic height is computed by dividing the NAVD 88
 EG0405.geopotential number by the normal gravity value computed on the
 EG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0405.degrees latitude (g = 980.6199 gals.).
 EG0405
 EG0405.The modeled gravity was interpolated from observed gravity values.
 EG0405
 EG0405;                    North         East    Units  Estimated Accuracy
 EG0405;SPC MS E     -   531,630.      345,440.      MT  (+/- 180 meters Scaled)
 EG0405
 EG0405                          SUPERSEDED SURVEY CONTROL
 EG0405
 EG0405  NGVD 29 (??/??/92)  129.321  (m)          424.28   (f) ADJ UNCH    2 2
 EG0405
 EG0405.Superseded values are not recommended for survey control.
 EG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0405.See file dsdata.txt to determine how the superseded data were derived.
 EG0405
 EG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC767955(NAD 83)
 EG0405_MARKER: DD = SURVEY DISK
 EG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0405_STAMPING: BM 25V 225 1977
 EG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0405+STABILITY: SURFACE MOTION
 EG0405
 EG0405  HISTORY     - Date     Condition        Report By
 EG0405  HISTORY     - 1977     MONUMENTED       MSHD
 EG0405
 EG0405                          STATION DESCRIPTION
 EG0405
 EG0405'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0405'2.7 MI NE FROM FULTON.
 EG0405'THE MARK IS LOCATED ABOUT 2.7 MILES NORTHEAST OF FULTON IN SECTION 22,
 EG0405'T 9S, R 9E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0405'POST PROJECTING 1 INCH.  IT IS 77 FEET NORTH OF THE PROJECTED PLANE OF
 EG0405'THE NORTH WALL OF THE HOUSE, 19 FEET EAST OF THE CENTER OF THE ROAD,
 EG0405'10 FEET NORTH OF A POWER LINE POLE, 1 FOOT EAST OF A METAL WITNESS
 EG0405'POST AND IS STAMPED BM 25V 225 1977.  TO REACH FROM THE JUNCTION OF
 EG0405'U.S. HIGHWAY 78 AND STATE HIGHWAY 25 AT THE EAST EDGE OF FULTON GO
 EG0405'NORTH ON STATE HIGHWAY 25 FOR 1.0 MILE TO A GRAVEL ROAD RIGHT. TURN
 EG0405'RIGHT AND GO EASTERLY 0.6 MILE TO A REVERSE FORK ON THE RIGHT.
 EG0405'CONTINUE AHEAD 0.1 MILE TO A FORK, BEAR LEFT AND GO ABOUT 200 FEET TO
 EG0405'ANOTHER FORK, BEAR RIGHT AND GO EAST AND NORTHEAST FOR 0.9 MILE TO A
 EG0405'SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO THE MARK ON THE RIGHT
 EG0405'JUST EAST OF AN OLD ABANDONED HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0406 ***********************************************************************
 EG0406  DESIGNATION -  25 V 226
 EG0406  PID         -  EG0406
 EG0406  STATE/COUNTY-  MS/ITAWAMBA
 EG0406  USGS QUAD   -  FULTON SE (1965)
 EG0406
 EG0406                         *CURRENT SURVEY CONTROL
 EG0406  ___________________________________________________________________
 EG0406* NAD 83(1986)-  34 18 07.     (N)    088 20 50.     (W)     SCALED    
 EG0406* NAVD 88     -       104.145  (meters)     341.68   (feet)  ADJUSTED  
 EG0406  ___________________________________________________________________
 EG0406  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0406  DYNAMIC HT  -         104.040 (meters)     341.34  (feet)  COMP
 EG0406  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 EG0406
 EG0406  VERT ORDER  -  SECOND    CLASS II
 EG0406
 EG0406.The horizontal coordinates were scaled from a topographic map and have
 EG0406.an estimated accuracy of +/- 6 seconds.
 EG0406
 EG0406.The orthometric height was determined by differential leveling
 EG0406.and adjusted in June 1991.
 EG0406
 EG0406.The geoid height was determined by GEOID03.
 EG0406
 EG0406.The dynamic height is computed by dividing the NAVD 88
 EG0406.geopotential number by the normal gravity value computed on the
 EG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0406.degrees latitude (g = 980.6199 gals.).
 EG0406
 EG0406.The modeled gravity was interpolated from observed gravity values.
 EG0406
 EG0406;                    North         East    Units  Estimated Accuracy
 EG0406;SPC MS E     -   532,550.      344,750.      MT  (+/- 180 meters Scaled)
 EG0406
 EG0406                          SUPERSEDED SURVEY CONTROL
 EG0406
 EG0406  NGVD 29 (??/??/92)  104.086  (m)          341.49   (f) ADJ UNCH    2 2
 EG0406
 EG0406.Superseded values are not recommended for survey control.
 EG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0406.See file dsdata.txt to determine how the superseded data were derived.
 EG0406
 EG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC760964(NAD 83)
 EG0406_MARKER: DD = SURVEY DISK
 EG0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0406_STAMPING: BM 25V 226 1977
 EG0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0406+STABILITY: SURFACE MOTION
 EG0406
 EG0406  HISTORY     - Date     Condition        Report By
 EG0406  HISTORY     - 1977     MONUMENTED       MSHD
 EG0406
 EG0406                          STATION DESCRIPTION
 EG0406
 EG0406'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0406'3.4 MI NE FROM FULTON.
 EG0406'THE MARK IS LOCATED ABOUT 3.4 MILES NORTHEAST OF FULTON IN SECTION 15,
 EG0406'T 9S, R 9E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0406'POST PROJECTING 2 INCHES.  IT IS 22 FEET SOUTHWEST OF THE CENTER OF
 EG0406'THE CURVE, 1 FOOT SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A
 EG0406'METAL WITNESS POST AND IS STAMPED BM 25V 226 1977.  TO REACH FROM THE
 EG0406'JUNCTION OF U.S. HIGHWAY 78 AND STATE HIGHWAY 25 AT THE EAST EDGE OF
 EG0406'FULTON GO NORTHEAST ON HIGHWAY 25 FOR 1.0 MILE TO A GRAVEL ROAD RIGHT.
 EG0406'TURN RIGHT AND GO EASTERLY 0.6 MILE TO A REVERSE FORK RIGHT. CONTINUE
 EG0406'AHEAD 0.1 MILE TO A FORK, BEAR LEFT ABOUT 200 FEET TO ANOTHER FORK,
 EG0406'BEAR RIGHT AND GO EAST AND NORTHEAST FOR 0.9 MILE TO A SIDE ROAD LEFT.
 EG0406'TURN LEFT AND GO NORTHERLY ON CURVY GRAVEL ROAD 0.75 MILE TO A CURVE
 EG0406'LEFT ABOUT MIDWAY DOWN A HILL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0412 ***********************************************************************
 EG0412  DESIGNATION -  25 V 227
 EG0412  PID         -  EG0412
 EG0412  STATE/COUNTY-  MS/ITAWAMBA
 EG0412  USGS QUAD   -  FULTON SE (1965)
 EG0412
 EG0412                         *CURRENT SURVEY CONTROL
 EG0412  ___________________________________________________________________
 EG0412* NAD 83(1986)-  34 20 50.     (N)    088 18 13.     (W)     SCALED    
 EG0412* NAVD 88     -       158.057  (meters)     518.56   (feet)  ADJUSTED  
 EG0412  ___________________________________________________________________
 EG0412  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0412  DYNAMIC HT  -         157.898 (meters)     518.04  (feet)  COMP
 EG0412  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 EG0412
 EG0412  VERT ORDER  -  SECOND    CLASS II
 EG0412
 EG0412.The horizontal coordinates were scaled from a topographic map and have
 EG0412.an estimated accuracy of +/- 6 seconds.
 EG0412
 EG0412.The orthometric height was determined by differential leveling
 EG0412.and adjusted in June 1991.
 EG0412
 EG0412.The geoid height was determined by GEOID03.
 EG0412
 EG0412.The dynamic height is computed by dividing the NAVD 88
 EG0412.geopotential number by the normal gravity value computed on the
 EG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0412.degrees latitude (g = 980.6199 gals.).
 EG0412
 EG0412.The modeled gravity was interpolated from observed gravity values.
 EG0412
 EG0412;                    North         East    Units  Estimated Accuracy
 EG0412;SPC MS E     -   537,590.      348,740.      MT  (+/- 180 meters Scaled)
 EG0412
 EG0412                          SUPERSEDED SURVEY CONTROL
 EG0412
 EG0412  NGVD 29 (??/??/92)  157.994  (m)          518.35   (f) ADJ UNCH    2 2
 EG0412
 EG0412.Superseded values are not recommended for survey control.
 EG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0412.See file dsdata.txt to determine how the superseded data were derived.
 EG0412
 EG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD801014(NAD 83)
 EG0412_MARKER: DD = SURVEY DISK
 EG0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0412_STAMPING: BM 25V 227 1977
 EG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0412+STABILITY: SURFACE MOTION
 EG0412
 EG0412  HISTORY     - Date     Condition        Report By
 EG0412  HISTORY     - 1977     MONUMENTED       MSHD
 EG0412
 EG0412                          STATION DESCRIPTION
 EG0412
 EG0412'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0412'1.8 MI SE FROM FAIRVIEW.
 EG0412'THE MARK IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF FAIRVIEW IN SECTION
 EG0412'36, T 8S, R 9E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG0412'CONCRETE POST PROJECTING 2 INCHES.  IT IS 114 FEET NORTHEAST OF THE
 EG0412'CENTER OF THE RIGHT FORK AND DRIVEWAY, 46 FEET EAST OF THE CENTER OF
 EG0412'THE RIGHT FORK, 21 FEET EAST OF THE CENTER OF THE LEFT FORK, 3 FEET
 EG0412'EAST OF A POWER LINE POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3
 EG0412'FEET HIGHER THAN THE ROAD AND STAMPED BM 25V 227 1977.  TO REACH FROM
 EG0412'THE FAIRVIEW HIGH SCHOOL GYMNASIUM AND A GRAVEL ROAD LEADING TO THE
 EG0412'FAIRVIEW LOOKOUT TOWER GO 0.8 MILE TO A GRAVEL ROAD ON THE RIGHT. TURN
 EG0412'RIGHT AND GO 1.0 MILE TO A FORK AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0413 ***********************************************************************
 EG0413  DESIGNATION -  25 V 228
 EG0413  PID         -  EG0413
 EG0413  STATE/COUNTY-  MS/ITAWAMBA
 EG0413  USGS QUAD   -  FULTON SE (1965)
 EG0413
 EG0413                         *CURRENT SURVEY CONTROL
 EG0413  ___________________________________________________________________
 EG0413* NAD 83(1986)-  34 21 38.     (N)    088 18 07.     (W)     SCALED    
 EG0413* NAVD 88     -       156.554  (meters)     513.63   (feet)  ADJUSTED  
 EG0413  ___________________________________________________________________
 EG0413  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0413  DYNAMIC HT  -         156.396 (meters)     513.11  (feet)  COMP
 EG0413  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 EG0413
 EG0413  VERT ORDER  -  SECOND    CLASS II
 EG0413
 EG0413.The horizontal coordinates were scaled from a topographic map and have
 EG0413.an estimated accuracy of +/- 6 seconds.
 EG0413
 EG0413.The orthometric height was determined by differential leveling
 EG0413.and adjusted in June 1991.
 EG0413
 EG0413.The geoid height was determined by GEOID03.
 EG0413
 EG0413.The dynamic height is computed by dividing the NAVD 88
 EG0413.geopotential number by the normal gravity value computed on the
 EG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0413.degrees latitude (g = 980.6199 gals.).
 EG0413
 EG0413.The modeled gravity was interpolated from observed gravity values.
 EG0413
 EG0413;                    North         East    Units  Estimated Accuracy
 EG0413;SPC MS E     -   539,070.      348,880.      MT  (+/- 180 meters Scaled)
 EG0413
 EG0413                          SUPERSEDED SURVEY CONTROL
 EG0413
 EG0413  NGVD 29 (??/??/92)  156.488  (m)          513.41   (f) ADJ UNCH    2 2
 EG0413
 EG0413.Superseded values are not recommended for survey control.
 EG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0413.See file dsdata.txt to determine how the superseded data were derived.
 EG0413
 EG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD802029(NAD 83)
 EG0413_MARKER: DD = SURVEY DISK
 EG0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0413_STAMPING: BM 25V 228 1977
 EG0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0413+STABILITY: SURFACE MOTION
 EG0413
 EG0413  HISTORY     - Date     Condition        Report By
 EG0413  HISTORY     - 1977     MONUMENTED       MSHD
 EG0413
 EG0413                          STATION DESCRIPTION
 EG0413
 EG0413'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0413'0.9 MI NE FROM FAIRVIEW.
 EG0413'THE MARK IS LOCATED ABOUT 0.9 MILE EAST OF FAIRVIEW IN SECTION 25, T
 EG0413'8S, R 9E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0413'POST PROJECTING 2 INCHES.  IT IS 64 FEET SOUTHEAST OF THE CENTER OF
 EG0413'THE ROAD LEADING NORTHEAST, 55 FEET NORTHEAST OF THE ROAD LEADING
 EG0413'SOUTHEAST, 30 FEET NORTHWEST OF A SIGN MT GILEAD CHURCH OF CHRIST 3
 EG0413'1/2 MILES 3 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS
 EG0413'POST AND STAMPED BM 25V 228 1977.  TO REACH FROM THE FAIRVIEW HIGH
 EG0413'SCHOOL GYMNASIUM AND A GRAVEL ROAD LEADING TO THE FAIRVIEW LOOKOUT
 EG0413'TOWER GO NORTHEAST ON A BLACK TOP ROAD FOR 0.9 MILE TO A Y
 EG0413'INTERSECTION AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0431 ***********************************************************************
 EG0431  DESIGNATION -  25 V 229
 EG0431  PID         -  EG0431
 EG0431  STATE/COUNTY-  MS/ITAWAMBA
 EG0431  USGS QUAD   -  FULTON SE (1965)
 EG0431
 EG0431                         *CURRENT SURVEY CONTROL
 EG0431  ___________________________________________________________________
 EG0431* NAD 83(1986)-  34 21 19.     (N)    088 17 26.     (W)     SCALED    
 EG0431* NAVD 88     -       150.967  (meters)     495.30   (feet)  ADJUSTED  
 EG0431  ___________________________________________________________________
 EG0431  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0431  DYNAMIC HT  -         150.815 (meters)     494.80  (feet)  COMP
 EG0431  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 EG0431
 EG0431  VERT ORDER  -  SECOND    CLASS II
 EG0431
 EG0431.The horizontal coordinates were scaled from a topographic map and have
 EG0431.an estimated accuracy of +/- 6 seconds.
 EG0431
 EG0431.The orthometric height was determined by differential leveling
 EG0431.and adjusted in June 1991.
 EG0431
 EG0431.The geoid height was determined by GEOID03.
 EG0431
 EG0431.The dynamic height is computed by dividing the NAVD 88
 EG0431.geopotential number by the normal gravity value computed on the
 EG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0431.degrees latitude (g = 980.6199 gals.).
 EG0431
 EG0431.The modeled gravity was interpolated from observed gravity values.
 EG0431
 EG0431;                    North         East    Units  Estimated Accuracy
 EG0431;SPC MS E     -   538,490.      349,930.      MT  (+/- 180 meters Scaled)
 EG0431
 EG0431                          SUPERSEDED SURVEY CONTROL
 EG0431
 EG0431  NGVD 29 (??/??/92)  150.904  (m)          495.09   (f) ADJ UNCH    2 2
 EG0431
 EG0431.Superseded values are not recommended for survey control.
 EG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0431.See file dsdata.txt to determine how the superseded data were derived.
 EG0431
 EG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD813023(NAD 83)
 EG0431_MARKER: DD = SURVEY DISK
 EG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0431_STAMPING: BM 25V 229 1977
 EG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0431+STABILITY: SURFACE MOTION
 EG0431
 EG0431  HISTORY     - Date     Condition        Report By
 EG0431  HISTORY     - 1977     MONUMENTED       MSHD
 EG0431
 EG0431                          STATION DESCRIPTION
 EG0431
 EG0431'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0431'1.9 MI E FROM FAIRVIEW.
 EG0431'THE MARK IS LOCATED ABOUT 1.9 MILES EAST OF FAIRVIEW IN SECTION 30, T
 EG0431'8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0431'POST PROJECTING 2 INCHES IT IS 46 FEET NORTHEAST OF A POWER LINE POLE
 EG0431'WITH A TRANSFORMER, 19 FEET SOUTHWEST OF A UTILITY POLE, 14 FEET EAST
 EG0431'OF THE CENTER OF A FARM ROAD, 3 FEET WEST OF A FENCE CORNER, 1 FOOT
 EG0431'NORTH OF A METAL WITNESS POST AND IS STAMPED BM 25V 229 1977.  TO
 EG0431'REACH FROM THE FAIRVIEW HIGH SCHOOL GYMNASIUM AND A GRAVEL ROAD
 EG0431'LEADING TO THE FAIRVIEW LOOKOUT TOWER GO NORTHEASTERLY ON A BLACK TOP
 EG0431'ROAD FOR 0.9 MILE TO A Y INTERSECTION, BEAR RIGHT AND GO SOUTHEAST FOR
 EG0431'0.85 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO 0.15 MILE
 EG0431'UPHILL AND CROSSING A CATTLE GUARD TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1489 ***********************************************************************
 CO1489  DESIGNATION -  25 V 23
 CO1489  PID         -  CO1489
 CO1489  STATE/COUNTY-  MS/RANKIN
 CO1489  USGS QUAD   -  SHARON SE (1988)
 CO1489
 CO1489                         *CURRENT SURVEY CONTROL
 CO1489  ___________________________________________________________________
 CO1489* NAD 83(1986)-  32 31 55.     (N)    089 49 39.     (W)     SCALED    
 CO1489* NAVD 88     -        95.824  (meters)     314.38   (feet)  ADJUSTED  
 CO1489  ___________________________________________________________________
 CO1489  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO1489  DYNAMIC HT  -          95.713 (meters)     314.02  (feet)  COMP
 CO1489  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CO1489
 CO1489  VERT ORDER  -  SECOND    CLASS II
 CO1489
 CO1489.The horizontal coordinates were scaled from a topographic map and have
 CO1489.an estimated accuracy of +/- 6 seconds.
 CO1489
 CO1489.The orthometric height was determined by differential leveling
 CO1489.and adjusted in June 1991.
 CO1489
 CO1489.The geoid height was determined by GEOID03.
 CO1489
 CO1489.The dynamic height is computed by dividing the NAVD 88
 CO1489.geopotential number by the normal gravity value computed on the
 CO1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1489.degrees latitude (g = 980.6199 gals.).
 CO1489
 CO1489.The modeled gravity was interpolated from observed gravity values.
 CO1489
 CO1489;                    North         East    Units  Estimated Accuracy
 CO1489;SPC MS W     -   336,250.      747,520.      MT  (+/- 180 meters Scaled)
 CO1489
 CO1489                          SUPERSEDED SURVEY CONTROL
 CO1489
 CO1489.No superseded survey control is available for this station.
 CO1489
 CO1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB344029(NAD 83)
 CO1489_MARKER: DD = SURVEY DISK
 CO1489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1489_SP_SET: BRIDGE ABUTMENT
 CO1489_STAMPING: BM 25V23 1988
 CO1489_MARK LOGO: MSHD  
 CO1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1489+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1489
 CO1489  HISTORY     - Date     Condition        Report By
 CO1489  HISTORY     - 1988     MONUMENTED       MSHD
 CO1489
 CO1489                          STATION DESCRIPTION
 CO1489
 CO1489'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1489'35.42 KM (22.00 MI) EAST ALONG STATE HIGHWAY 25 (LAKELAND DRIVE) FROM
 CO1489'THE I-55 BRIDGE IN THE NORTHEAST SECTION OF JACKSON TO STATE HIGHWAY
 CO1489'43 OVERPASS, CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 6.84 KM
 CO1489'(4.25 MI) TO THE MARK ON THE RIGHT OR 24.96 KM (15.50 MI) SOUTH ALONG
 CO1489'STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 16 ABOUT 8.86 KM
 CO1489'(5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE SOUTH ON STATE
 CO1489'HIGHWAY 25 FOR 3.7 KM (2.30 MI) TO THE MARK ON THE LEFT, SET IN A
 CO1489'DRILL HOLE IN TOP OF THE SOUTHEAST END OF NORTHEAST ABUTMENT OF
 CO1489'BRIDGE, 9.6 M (31.5 FT) SOUTHEAST OF THE CENTER OF BRIDGE AND ABOUT
 CO1489'0.90 M (3.0 FT) BELOW THE LEVEL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0432 ***********************************************************************
 EG0432  DESIGNATION -  25 V 230
 EG0432  PID         -  EG0432
 EG0432  STATE/COUNTY-  MS/ITAWAMBA
 EG0432  USGS QUAD   -  FULTON SE (1965)
 EG0432
 EG0432                         *CURRENT SURVEY CONTROL
 EG0432  ___________________________________________________________________
 EG0432* NAD 83(1986)-  34 22 02.     (N)    088 17 13.     (W)     SCALED    
 EG0432* NAVD 88     -       126.971  (meters)     416.57   (feet)  ADJUSTED  
 EG0432  ___________________________________________________________________
 EG0432  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0432  DYNAMIC HT  -         126.844 (meters)     416.15  (feet)  COMP
 EG0432  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 EG0432
 EG0432  VERT ORDER  -  SECOND    CLASS II
 EG0432
 EG0432.The horizontal coordinates were scaled from a topographic map and have
 EG0432.an estimated accuracy of +/- 6 seconds.
 EG0432
 EG0432.The orthometric height was determined by differential leveling
 EG0432.and adjusted in June 1991.
 EG0432
 EG0432.The geoid height was determined by GEOID03.
 EG0432
 EG0432.The dynamic height is computed by dividing the NAVD 88
 EG0432.geopotential number by the normal gravity value computed on the
 EG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0432.degrees latitude (g = 980.6199 gals.).
 EG0432
 EG0432.The modeled gravity was interpolated from observed gravity values.
 EG0432
 EG0432;                    North         East    Units  Estimated Accuracy
 EG0432;SPC MS E     -   539,820.      350,260.      MT  (+/- 180 meters Scaled)
 EG0432
 EG0432                          SUPERSEDED SURVEY CONTROL
 EG0432
 EG0432  NGVD 29 (??/??/92)  126.912  (m)          416.38   (f) ADJ UNCH    2 2
 EG0432
 EG0432.Superseded values are not recommended for survey control.
 EG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0432.See file dsdata.txt to determine how the superseded data were derived.
 EG0432
 EG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD816036(NAD 83)
 EG0432_MARKER: DD = SURVEY DISK
 EG0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0432_STAMPING: BM 25V 230 1977
 EG0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0432+STABILITY: SURFACE MOTION
 EG0432
 EG0432  HISTORY     - Date     Condition        Report By
 EG0432  HISTORY     - 1977     MONUMENTED       MSHD
 EG0432
 EG0432                          STATION DESCRIPTION
 EG0432
 EG0432'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0432'1.9 MI NE FROM FAIRVIEW.
 EG0432'THE MARK IS LOCATED ABOUT 1.9 MILES NORTHEAST OF FAIRVIEW IN SECTION
 EG0432'19, T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG0432'CONCRETE POST PROJECTING 6 INCHES.  IT IS 49 FEET SOUTHEAST OF THE
 EG0432'CENTER OF THE ROAD, 35 FEET WEST OF THE CENTER OF A CATTLE GUARD, 1
 EG0432'FOOT NORTHEAST OF A WIRE FENCE, 1 FOOT WEST OF A METAL WITNESS POST, 4
 EG0432'FEET LOWER THAN THE ROAD AND IS STAMPED BM 25V 230 1977.  IT IS 1.0
 EG0432'MILE SOUTHWEST OF BM 25V 231 1977.  TO REACH FROM THE FAIRVIEW HIGH
 EG0432'SCHOOL GYMNASIUM AND A GRAVEL DRIVE LEADING TO THE FAIRVIEW LOOKOUT
 EG0432'TOWER GO NORTHEAST ON BLACK TOP ROAD FOR 0.9 MILE TO A Y INTERSECTION.
 EG0432'CONTINUE NORTHEAST 1.0 MILE TO A LOW AREA, A FARM LANE AND THE MARK
 EG0432'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0433 ***********************************************************************
 EG0433  DESIGNATION -  25 V 231
 EG0433  PID         -  EG0433
 EG0433  STATE/COUNTY-  MS/ITAWAMBA
 EG0433  USGS QUAD   -  FULTON SE (1965)
 EG0433
 EG0433                         *CURRENT SURVEY CONTROL
 EG0433  ___________________________________________________________________
 EG0433* NAD 83(1986)-  34 22 02.     (N)    088 16 13.     (W)     SCALED    
 EG0433* NAVD 88     -       135.502  (meters)     444.56   (feet)  ADJUSTED  
 EG0433  ___________________________________________________________________
 EG0433  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0433  DYNAMIC HT  -         135.366 (meters)     444.11  (feet)  COMP
 EG0433  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 EG0433
 EG0433  VERT ORDER  -  SECOND    CLASS II
 EG0433
 EG0433.The horizontal coordinates were scaled from a topographic map and have
 EG0433.an estimated accuracy of +/- 6 seconds.
 EG0433
 EG0433.The orthometric height was determined by differential leveling
 EG0433.and adjusted in June 1991.
 EG0433
 EG0433.The geoid height was determined by GEOID03.
 EG0433
 EG0433.The dynamic height is computed by dividing the NAVD 88
 EG0433.geopotential number by the normal gravity value computed on the
 EG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0433.degrees latitude (g = 980.6199 gals.).
 EG0433
 EG0433.The modeled gravity was interpolated from observed gravity values.
 EG0433
 EG0433;                    North         East    Units  Estimated Accuracy
 EG0433;SPC MS E     -   539,820.      351,790.      MT  (+/- 180 meters Scaled)
 EG0433
 EG0433                          SUPERSEDED SURVEY CONTROL
 EG0433
 EG0433  NGVD 29 (??/??/92)  135.444  (m)          444.37   (f) ADJ UNCH    2 2
 EG0433
 EG0433.Superseded values are not recommended for survey control.
 EG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0433.See file dsdata.txt to determine how the superseded data were derived.
 EG0433
 EG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD831036(NAD 83)
 EG0433_MARKER: DD = SURVEY DISK
 EG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0433_STAMPING: BM 25V 231
 EG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0433+STABILITY: SURFACE MOTION
 EG0433
 EG0433  HISTORY     - Date     Condition        Report By
 EG0433  HISTORY     - UNK      MONUMENTED       MSHD
 EG0433  HISTORY     - 1977     GOOD             MSHD
 EG0433
 EG0433                          STATION DESCRIPTION
 EG0433
 EG0433'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0433'10.3 MI SW FROM RED BAY ALABAMA.
 EG0433'THE MARK IS LOCATED ABOUT 10.3 MILES SOUTHWEST OF RED BAY IN SECTION
 EG0433'20, T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG0433'CONCRETE POST PROJECTING 2 INCHES.  IT IS 142 FEET NORTH OF THE CENTER
 EG0433'OF THE MAIN ROAD, 56 FEET EAST OF THE CENTER OF THE SIDE ROAD, 5 FEET
 EG0433'WEST OF AN 8 INCH PINE, 6 FEET HIGHER THAN THE SIDE ROAD AND STAMPED
 EG0433'BM 25V 231 1977.  (1.0 MILE NORTHEAST OF BM 25V 230 1977). TO REACH
 EG0433'FROM THE RED BAY HOTEL GO WEST AND SOUTHWEST ON STATE HIGHWAY 24 FOR
 EG0433'1.25 MILES TO THE MISSISSIPPI-ALABAMA STATE LINE. CONTINUE SOUTHWEST
 EG0433'ON MISSISSIPPI STATE HIGHWAY 23 FOR 2.95 MILES TO A BLACK TOP SIDE
 EG0433'ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTHWEST FOR 6.0 MILES TO A
 EG0433'GRAVEL SIDE ROAD RIGHT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0434 ***********************************************************************
 EG0434  DESIGNATION -  25 V 232
 EG0434  PID         -  EG0434
 EG0434  STATE/COUNTY-  MS/ITAWAMBA
 EG0434  USGS QUAD   -  FULTON SE (1965)
 EG0434
 EG0434                         *CURRENT SURVEY CONTROL
 EG0434  ___________________________________________________________________
 EG0434* NAD 83(1986)-  34 22 09.     (N)    088 15 28.     (W)     SCALED    
 EG0434* NAVD 88     -       120.386  (meters)     394.97   (feet)  ADJUSTED  
 EG0434  ___________________________________________________________________
 EG0434  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0434  DYNAMIC HT  -         120.265 (meters)     394.57  (feet)  COMP
 EG0434  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 EG0434
 EG0434  VERT ORDER  -  SECOND    CLASS II
 EG0434
 EG0434.The horizontal coordinates were scaled from a topographic map and have
 EG0434.an estimated accuracy of +/- 6 seconds.
 EG0434
 EG0434.The orthometric height was determined by differential leveling
 EG0434.and adjusted in June 1991.
 EG0434
 EG0434.The geoid height was determined by GEOID03.
 EG0434
 EG0434.The dynamic height is computed by dividing the NAVD 88
 EG0434.geopotential number by the normal gravity value computed on the
 EG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0434.degrees latitude (g = 980.6199 gals.).
 EG0434
 EG0434.The modeled gravity was interpolated from observed gravity values.
 EG0434
 EG0434;                    North         East    Units  Estimated Accuracy
 EG0434;SPC MS E     -   540,050.      352,940.      MT  (+/- 180 meters Scaled)
 EG0434
 EG0434                          SUPERSEDED SURVEY CONTROL
 EG0434
 EG0434  NGVD 29 (??/??/92)  120.332  (m)          394.79   (f) ADJ UNCH    2 2
 EG0434
 EG0434.Superseded values are not recommended for survey control.
 EG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0434.See file dsdata.txt to determine how the superseded data were derived.
 EG0434
 EG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD843038(NAD 83)
 EG0434_MARKER: DD = SURVEY DISK
 EG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0434_STAMPING: BM 25V 232 1977
 EG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0434+STABILITY: SURFACE MOTION
 EG0434
 EG0434  HISTORY     - Date     Condition        Report By
 EG0434  HISTORY     - 1977     MONUMENTED       MSHD
 EG0434
 EG0434                          STATION DESCRIPTION
 EG0434
 EG0434'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0434'9.45 MI SW FROM RED BAY ALABAMA.
 EG0434'THE MARK IS LOCATED ABOUT 9.45 MILES SOUTHWEST OF RED BAY IN SECTION
 EG0434'21, T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG0434'CONCRETE POST PROJECTING 2 INCHES IT IS 42 FEET EAST OF THE CENTER OF
 EG0434'THE MAIN ROAD, 32 FEET NORTH OF THE CENTER OF THE SIDE ROAD, 98 FEET
 EG0434'SOUTHEAST OF A POWER POLE, 3 FEET WEST OF A FENCE CORNER, 2 FEET
 EG0434'SOUTHWEST OF A METAL WITNESS POST AND IS STAMPED BM 25V 232 1977.  TO
 EG0434'REACH FROM THE RED BAY HOTEL GO WEST AND SOUTHWESTERLY ON STATE
 EG0434'HIGHWAY 24 FOR 1.25 MILES TO THE MISSISSIPPI-ALABAMA STATE LINE.
 EG0434'CONTINUE SOUTHWEST ON MISSISSIPPI STATE HIGHWAY 23 FOR 2.95 MILES TO A
 EG0434'BLACK TOP SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTHWEST FOR
 EG0434'5.15 MILES TO A GRAVEL SIDE ROAD LEFT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0435 ***********************************************************************
 EG0435  DESIGNATION -  25 V 233
 EG0435  PID         -  EG0435
 EG0435  STATE/COUNTY-  MS/ITAWAMBA
 EG0435  USGS QUAD   -  FULTON SE (1965)
 EG0435
 EG0435                         *CURRENT SURVEY CONTROL
 EG0435  ___________________________________________________________________
 EG0435* NAD 83(1986)-  34 22 29.     (N)    088 15 08.     (W)     SCALED    
 EG0435* NAVD 88     -       128.327  (meters)     421.02   (feet)  ADJUSTED  
 EG0435  ___________________________________________________________________
 EG0435  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0435  DYNAMIC HT  -         128.198 (meters)     420.60  (feet)  COMP
 EG0435  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 EG0435
 EG0435  VERT ORDER  -  SECOND    CLASS II
 EG0435
 EG0435.The horizontal coordinates were scaled from a topographic map and have
 EG0435.an estimated accuracy of +/- 6 seconds.
 EG0435
 EG0435.The orthometric height was determined by differential leveling
 EG0435.and adjusted in June 1991.
 EG0435
 EG0435.The geoid height was determined by GEOID03.
 EG0435
 EG0435.The dynamic height is computed by dividing the NAVD 88
 EG0435.geopotential number by the normal gravity value computed on the
 EG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0435.degrees latitude (g = 980.6199 gals.).
 EG0435
 EG0435.The modeled gravity was interpolated from observed gravity values.
 EG0435
 EG0435;                    North         East    Units  Estimated Accuracy
 EG0435;SPC MS E     -   540,670.      353,450.      MT  (+/- 180 meters Scaled)
 EG0435
 EG0435                          SUPERSEDED SURVEY CONTROL
 EG0435
 EG0435  NGVD 29 (??/??/92)  128.273  (m)          420.84   (f) ADJ UNCH    2 2
 EG0435
 EG0435.Superseded values are not recommended for survey control.
 EG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0435.See file dsdata.txt to determine how the superseded data were derived.
 EG0435
 EG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD848044(NAD 83)
 EG0435_MARKER: DD = SURVEY DISK
 EG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0435_STAMPING: BM 25V 233 1977
 EG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0435+STABILITY: SURFACE MOTION
 EG0435
 EG0435  HISTORY     - Date     Condition        Report By
 EG0435  HISTORY     - 1977     MONUMENTED       MSHD
 EG0435
 EG0435                          STATION DESCRIPTION
 EG0435
 EG0435'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0435'8.95 MI SW FROM RED BAY ALABAMA.
 EG0435'THE MARK IS LOCATED ABOUT 9 MILES SOUTHWEST OF RED BAY IN SECTION 21,
 EG0435'T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0435'POST PROJECTING 2 INCHES.  IT IS 47 FEET EAST OF AND ACROSS THE ROAD
 EG0435'FROM AN 8 INCH ROUND CREOSOTED FENCE POST, 22 FEET EAST OF THE CENTER
 EG0435'OF THE ROAD, 9 FEET WEST OF A 30 INCH TWIN OAK, 1 FOOT NORTHEAST OF A
 EG0435'METAL WITNESS POST AND IS STAMPED BM 25V 233 1977.  TO REACH FROM THE
 EG0435'RED BAY HOTEL GO WEST AND SOUTHWESTERLY ON STATE HIGHWAY 24 FOR 1.25
 EG0435'MILES TO THE MISSISSIPPI-ALABAMA STATE LINE.  CONTINUE SOUTHWEST ON
 EG0435'MISSISSIPPI STATE HIGHWAY 23 FOR 2.95 MILES TO A BLACK TOP SIDE ROAD
 EG0435'RIGHT.  TURN RIGHT AND GO WEST AND SOUTHWEST FOR 4.65 MILES TO A GREEN
 EG0435'HOUSE ON THE LEFT AND A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.1
 EG0435'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0436 ***********************************************************************
 EG0436  DESIGNATION -  25 V 234
 EG0436  PID         -  EG0436
 EG0436  STATE/COUNTY-  MS/ITAWAMBA
 EG0436  USGS QUAD   -  RED BAY (1981)
 EG0436
 EG0436                         *CURRENT SURVEY CONTROL
 EG0436  ___________________________________________________________________
 EG0436* NAD 83(1986)-  34 22 54.     (N)    088 14 13.     (W)     SCALED    
 EG0436* NAVD 88     -       157.472  (meters)     516.64   (feet)  ADJUSTED  
 EG0436  ___________________________________________________________________
 EG0436  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0436  DYNAMIC HT  -         157.314 (meters)     516.12  (feet)  COMP
 EG0436  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 EG0436
 EG0436  VERT ORDER  -  SECOND    CLASS II
 EG0436
 EG0436.The horizontal coordinates were scaled from a topographic map and have
 EG0436.an estimated accuracy of +/- 6 seconds.
 EG0436
 EG0436.The orthometric height was determined by differential leveling
 EG0436.and adjusted in June 1991.
 EG0436
 EG0436.The geoid height was determined by GEOID03.
 EG0436
 EG0436.The dynamic height is computed by dividing the NAVD 88
 EG0436.geopotential number by the normal gravity value computed on the
 EG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0436.degrees latitude (g = 980.6199 gals.).
 EG0436
 EG0436.The modeled gravity was interpolated from observed gravity values.
 EG0436
 EG0436;                    North         East    Units  Estimated Accuracy
 EG0436;SPC MS E     -   541,440.      354,850.      MT  (+/- 180 meters Scaled)
 EG0436
 EG0436                          SUPERSEDED SURVEY CONTROL
 EG0436
 EG0436  NGVD 29 (??/??/92)  157.420  (m)          516.47   (f) ADJ UNCH    2 2
 EG0436
 EG0436.Superseded values are not recommended for survey control.
 EG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0436.See file dsdata.txt to determine how the superseded data were derived.
 EG0436
 EG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862051(NAD 83)
 EG0436_MARKER: DD = SURVEY DISK
 EG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0436_STAMPING: BM 25V 234 1977
 EG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0436+STABILITY: SURFACE MOTION
 EG0436
 EG0436  HISTORY     - Date     Condition        Report By
 EG0436  HISTORY     - 1977     MONUMENTED       MSHD
 EG0436
 EG0436                          STATION DESCRIPTION
 EG0436
 EG0436'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0436'8 MI SW FROM RED BAY ALABAMA.
 EG0436'THE MARK IS LOCATED ABOUT 8 MILES SOUTHWEST OF RED BAY IN SECTION 15,
 EG0436'T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0436'POST PROJECTING 2 INCHES.  IT IS 68 FEET SOUTHEAST OF THE CENTER OF
 EG0436'THE ROAD, 35 FEET SOUTH OF A TELEPHONE TERMINAL POST, 22 FEET EAST OF
 EG0436'THE CENTER OF THE WOODS ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, 14
 EG0436'FEET NORTHEAST OF A 14 INCH PINE TREE ABOUT 6 FEET ABOVE THE ROAD AND
 EG0436'STAMPED BM 25V 234 1977.  TO REACH FROM THE RED BAY HOTEL GO WEST AND
 EG0436'SOUTHWESTERLY ON STATE HIGHWAY 24 FOR 1.25 MILES TO THE
 EG0436'MISSISSIPPI-ALABAMA STATE LINE.  CONTINUE SOUTHWEST ON MISSISSIPPI
 EG0436'HIGHWAY 23 FOR 2.95 MILES TO A BLACK TOP SIDE ROAD RIGHT.  TURN RIGHT
 EG0436'AND GO WEST AND SOUTHWEST FOR 3.7 MILES TO A WOODS ROAD AND THE MARK
 EG0436'ON THE LEFT..
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0437 ***********************************************************************
 EG0437  DESIGNATION -  25 V 235
 EG0437  PID         -  EG0437
 EG0437  STATE/COUNTY-  MS/ITAWAMBA
 EG0437  USGS QUAD   -  RED BAY (1981)
 EG0437
 EG0437                         *CURRENT SURVEY CONTROL
 EG0437  ___________________________________________________________________
 EG0437* NAD 83(1986)-  34 23 19.     (N)    088 13 40.     (W)     SCALED    
 EG0437* NAVD 88     -       154.720  (meters)     507.61   (feet)  ADJUSTED  
 EG0437  ___________________________________________________________________
 EG0437  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0437  DYNAMIC HT  -         154.564 (meters)     507.10  (feet)  COMP
 EG0437  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 EG0437
 EG0437  VERT ORDER  -  SECOND    CLASS II
 EG0437
 EG0437.The horizontal coordinates were scaled from a topographic map and have
 EG0437.an estimated accuracy of +/- 6 seconds.
 EG0437
 EG0437.The orthometric height was determined by differential leveling
 EG0437.and adjusted in June 1991.
 EG0437
 EG0437.The geoid height was determined by GEOID03.
 EG0437
 EG0437.The dynamic height is computed by dividing the NAVD 88
 EG0437.geopotential number by the normal gravity value computed on the
 EG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0437.degrees latitude (g = 980.6199 gals.).
 EG0437
 EG0437.The modeled gravity was interpolated from observed gravity values.
 EG0437
 EG0437;                    North         East    Units  Estimated Accuracy
 EG0437;SPC MS E     -   542,220.      355,690.      MT  (+/- 180 meters Scaled)
 EG0437
 EG0437                          SUPERSEDED SURVEY CONTROL
 EG0437
 EG0437  NGVD 29 (??/??/92)  154.670  (m)          507.45   (f) ADJ UNCH    2 2
 EG0437
 EG0437.Superseded values are not recommended for survey control.
 EG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0437.See file dsdata.txt to determine how the superseded data were derived.
 EG0437
 EG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD871059(NAD 83)
 EG0437_MARKER: DD = SURVEY DISK
 EG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0437_STAMPING: BM 25V 235 1977
 EG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0437+STABILITY: SURFACE MOTION
 EG0437
 EG0437  HISTORY     - Date     Condition        Report By
 EG0437  HISTORY     - 1977     MONUMENTED       MSHD
 EG0437
 EG0437                          STATION DESCRIPTION
 EG0437
 EG0437'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0437'6.95 MI SW FROM RED BAY ALABAMA.
 EG0437'THE MARK IS LOCATED ABOUT 7 MILES SOUTHWEST OF RED BAY IN SECTION 15,
 EG0437'T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0437'POST PROJECTING 3 INCHES.  IT IS 37 PACES NORTHEAST OF A WASHOUT UNDER
 EG0437'A FENCE, 40 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 5 FEET NORTHWEST
 EG0437'OF A FENCE, 1 FOOT NORTHEAST OF A POWER LINE POLE, 2 FEET SOUTH OF A
 EG0437'METAL WITNESS POST AND STAMPED BM 25V 235 1977.  TO REACH FROM THE RED
 EG0437'BAY HOTEL GO WEST AND SOUTHWESTERLY ON STATE HIGHWAY 24 FOR 1.25 MILES
 EG0437'TO THE MISSISSIPPI-ALABAMA STATE LINE, CONTINUE SOUTHWEST ON
 EG0437'MISSISSIPPI HIGHWAY 23 FOR 2.95 MILES TO A BLACK TOP SIDE ROAD RIGHT.
 EG0437'TURN RIGHT AND GO WEST AND SOUTHWEST FOR 2.65 MILES TO THE MARK ON THE
 EG0437'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0438 ***********************************************************************
 EG0438  DESIGNATION -  25 V 236
 EG0438  PID         -  EG0438
 EG0438  STATE/COUNTY-  MS/ITAWAMBA
 EG0438  USGS QUAD   -  RED BAY (1981)
 EG0438
 EG0438                         *CURRENT SURVEY CONTROL
 EG0438  ___________________________________________________________________
 EG0438* NAD 83(1986)-  34 23 58.     (N)    088 13 00.     (W)     SCALED    
 EG0438* NAVD 88     -       173.769  (meters)     570.11   (feet)  ADJUSTED  
 EG0438  ___________________________________________________________________
 EG0438  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0438  DYNAMIC HT  -         173.594 (meters)     569.53  (feet)  COMP
 EG0438  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 EG0438
 EG0438  VERT ORDER  -  SECOND    CLASS II
 EG0438
 EG0438.The horizontal coordinates were scaled from a topographic map and have
 EG0438.an estimated accuracy of +/- 6 seconds.
 EG0438
 EG0438.The orthometric height was determined by differential leveling
 EG0438.and adjusted in June 1991.
 EG0438
 EG0438.The geoid height was determined by GEOID03.
 EG0438
 EG0438.The dynamic height is computed by dividing the NAVD 88
 EG0438.geopotential number by the normal gravity value computed on the
 EG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0438.degrees latitude (g = 980.6199 gals.).
 EG0438
 EG0438.The modeled gravity was interpolated from observed gravity values.
 EG0438
 EG0438;                    North         East    Units  Estimated Accuracy
 EG0438;SPC MS E     -   543,430.      356,700.      MT  (+/- 180 meters Scaled)
 EG0438
 EG0438                          SUPERSEDED SURVEY CONTROL
 EG0438
 EG0438  NGVD 29 (??/??/92)  173.719  (m)          569.94   (f) ADJ UNCH    2 2
 EG0438
 EG0438.Superseded values are not recommended for survey control.
 EG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0438.See file dsdata.txt to determine how the superseded data were derived.
 EG0438
 EG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD881071(NAD 83)
 EG0438_MARKER: DD = SURVEY DISK
 EG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0438_STAMPING: BM 25V 236 1977
 EG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0438+STABILITY: SURFACE MOTION
 EG0438
 EG0438  HISTORY     - Date     Condition        Report By
 EG0438  HISTORY     - 1977     MONUMENTED       MSHD
 EG0438
 EG0438                          STATION DESCRIPTION
 EG0438
 EG0438'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0438'5.95 MI SW FROM RED BAY ALABAMA.
 EG0438'THE MARK IS LOCATED ABOUT 6 MILES SOUTHWEST OF RED BAY AT THE POPLAR
 EG0438'SPRINGS BAPTIST CHURCH AND IN SECTION 11, T 8S, R 10E.  IT IS A
 EG0438'STANDARD DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 EG0438'PROJECTING 2 INCHES.  IT IS 121 FEET EAST OF THE CENTER OF THE ROAD,
 EG0438'73 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 64 FEET
 EG0438'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, 1 FOOT SOUTH OF
 EG0438'A POWER LINE POLE, 1 FOOT EAST OF A METAL WITNESS POST AND STAMPED BM
 EG0438'25V 236 1977.  TO REACH FROM THE RED BAY HOTEL GO WEST AND
 EG0438'SOUTHWESTERLY 1.25 MILES TO THE MISSISSIPPI-ALABAMA STATE LINE.
 EG0438'CONTINUE SOUTHWEST FOR 2.95 MILES TO A BLACK TOP ROAD ON THE RIGHT,
 EG0438'TURN RIGHT AND GO WEST AND SOUTH FOR 1.65 MILES TO THE POPLAR SPRINGS
 EG0438'BAPTIST CHURCH AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0439 ***********************************************************************
 EG0439  DESIGNATION -  25 V 237
 EG0439  PID         -  EG0439
 EG0439  STATE/COUNTY-  MS/ITAWAMBA
 EG0439  USGS QUAD   -  RED BAY (1981)
 EG0439
 EG0439                         *CURRENT SURVEY CONTROL
 EG0439  ___________________________________________________________________
 EG0439* NAD 83(1986)-  34 24 39.     (N)    088 12 40.     (W)     SCALED    
 EG0439* NAVD 88     -       170.941  (meters)     560.83   (feet)  ADJUSTED  
 EG0439  ___________________________________________________________________
 EG0439  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0439  DYNAMIC HT  -         170.769 (meters)     560.26  (feet)  COMP
 EG0439  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 EG0439
 EG0439  VERT ORDER  -  SECOND    CLASS II
 EG0439
 EG0439.The horizontal coordinates were scaled from a topographic map and have
 EG0439.an estimated accuracy of +/- 6 seconds.
 EG0439
 EG0439.The orthometric height was determined by differential leveling
 EG0439.and adjusted in June 1991.
 EG0439
 EG0439.The geoid height was determined by GEOID03.
 EG0439
 EG0439.The dynamic height is computed by dividing the NAVD 88
 EG0439.geopotential number by the normal gravity value computed on the
 EG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0439.degrees latitude (g = 980.6199 gals.).
 EG0439
 EG0439.The modeled gravity was interpolated from observed gravity values.
 EG0439
 EG0439;                    North         East    Units  Estimated Accuracy
 EG0439;SPC MS E     -   544,690.      357,200.      MT  (+/- 180 meters Scaled)
 EG0439
 EG0439                          SUPERSEDED SURVEY CONTROL
 EG0439
 EG0439  NGVD 29 (??/??/92)  170.894  (m)          560.67   (f) ADJ UNCH    2 2
 EG0439
 EG0439.Superseded values are not recommended for survey control.
 EG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0439.See file dsdata.txt to determine how the superseded data were derived.
 EG0439
 EG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD886083(NAD 83)
 EG0439_MARKER: DD = SURVEY DISK
 EG0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0439_STAMPING: BM 25V 237 1977
 EG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0439+STABILITY: SURFACE MOTION
 EG0439
 EG0439  HISTORY     - Date     Condition        Report By
 EG0439  HISTORY     - 1977     MONUMENTED       MSHD
 EG0439
 EG0439                          STATION DESCRIPTION
 EG0439
 EG0439'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0439'5.0 MI SW FROM RED BAY ALABAMA.
 EG0439'THE MARK IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF RED BAY IN SECTION 2,
 EG0439'T 8S, R 10E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0439'POST PROJECTING 2 INCHES.  IT IS 97 FEET NORTH OF THE CENTER OF THE
 EG0439'BLACK TOP ROAD, 37 FEET NORTHWEST OF A CABLE SIGN POST, 26 FEET EAST
 EG0439'OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT WEST OF A METAL WITNESS POST,
 EG0439'2 FEET EAST OF A POWER LINE POLE, 6 FEET ABOVE THE LEVEL OF THE GRAVEL
 EG0439'ROAD AND IS STAMPED BM 25V 237 1977.  TO REACH FROM THE RED BAY HOTEL
 EG0439'GO WEST AND SOUTHWEST ON STATE HIGHWAY 24 FOR 1.25 MILES TO THE
 EG0439'MISSISSIPPI-ALABAMA STATE LINE.  CONTINUE SOUTHWESTERLY ON MISSISSIPPI
 EG0439'HIGHWAY 23 FOR 2.95 MILES TO A BLACK TOP ROAD ON THE RIGHT. TURN RIGHT
 EG0439'AND GO WEST FOR 0.75 MILE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0440 ***********************************************************************
 EG0440  DESIGNATION -  25 V 238
 EG0440  PID         -  EG0440
 EG0440  STATE/COUNTY-  MS/ITAWAMBA
 EG0440  USGS QUAD   -  RED BAY (1981)
 EG0440
 EG0440                         *CURRENT SURVEY CONTROL
 EG0440  ___________________________________________________________________
 EG0440* NAD 83(1986)-  34 24 35.     (N)    088 11 44.     (W)     SCALED    
 EG0440* NAVD 88     -       177.263  (meters)     581.57   (feet)  ADJUSTED  
 EG0440  ___________________________________________________________________
 EG0440  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0440  DYNAMIC HT  -         177.085 (meters)     580.99  (feet)  COMP
 EG0440  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 EG0440
 EG0440  VERT ORDER  -  SECOND    CLASS II
 EG0440
 EG0440.The horizontal coordinates were scaled from a topographic map and have
 EG0440.an estimated accuracy of +/- 6 seconds.
 EG0440
 EG0440.The orthometric height was determined by differential leveling
 EG0440.and adjusted in June 1991.
 EG0440
 EG0440.The geoid height was determined by GEOID03.
 EG0440
 EG0440.The dynamic height is computed by dividing the NAVD 88
 EG0440.geopotential number by the normal gravity value computed on the
 EG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0440.degrees latitude (g = 980.6199 gals.).
 EG0440
 EG0440.The modeled gravity was interpolated from observed gravity values.
 EG0440
 EG0440;                    North         East    Units  Estimated Accuracy
 EG0440;SPC MS E     -   544,580.      358,630.      MT  (+/- 180 meters Scaled)
 EG0440
 EG0440                          SUPERSEDED SURVEY CONTROL
 EG0440
 EG0440  NGVD 29 (??/??/92)  177.217  (m)          581.42   (f) ADJ UNCH    2 2
 EG0440
 EG0440.Superseded values are not recommended for survey control.
 EG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0440.See file dsdata.txt to determine how the superseded data were derived.
 EG0440
 EG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD901082(NAD 83)
 EG0440_MARKER: DD = SURVEY DISK
 EG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0440_STAMPING: BM 25V 238 1977
 EG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0440+STABILITY: SURFACE MOTION
 EG0440
 EG0440  HISTORY     - Date     Condition        Report By
 EG0440  HISTORY     - 1977     MONUMENTED       MSHD
 EG0440
 EG0440                          STATION DESCRIPTION
 EG0440
 EG0440'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0440'4.3 MI SW FROM RED BAY ALABAMA.
 EG0440'THE MARK IS LOCATED ABOUT 4.3 MILES SOUTHWEST OF RED BAY ON THE WEST
 EG0440'RIGHT OF WAY OF MISSISSIPPI STATE HIGHWAY 23, IN SECTION 1, T 8S, R
 EG0440'10E AND AT THE INTERSECTION OF A BLACK TOP ROAD THAT LEADS SOUTHWEST
 EG0440'TO FAIRVIEW.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 EG0440'POST AND PROJECTS 2 INCHES.  IT IS 61 FEET WEST OF THE CENTER OF
 EG0440'HIGHWAY 23, 54 FEET SOUTH OF THE CENTER OF THE SIDEROAD, 5 FEET
 EG0440'SOUTHWEST OF A 10 INCH PINE TREE, 2 FEET WEST OF A METAL WITNESS POST
 EG0440'AND IS STAMPED BM 25V 238 1977.  TO REACH FROM THE RED BAY HOTEL GO
 EG0440'WEST AND SOUTHWEST ON STATE HIGHWAY 24 FOR 1.25 MILES TO THE
 EG0440'MISSISSIPPI-ALABAMA STATE LINE.  CONTINUE ON MISSISSIPPI HIGHWAY 23
 EG0440'FOR 2.95 MILE TO A BLACK TOP ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0441 ***********************************************************************
 EG0441  DESIGNATION -  25 V 239
 EG0441  PID         -  EG0441
 EG0441  STATE/COUNTY-  MS/ITAWAMBA
 EG0441  USGS QUAD   -  RED BAY (1981)
 EG0441
 EG0441                         *CURRENT SURVEY CONTROL
 EG0441  ___________________________________________________________________
 EG0441* NAD 83(1986)-  34 25 05.     (N)    088 11 07.     (W)     SCALED    
 EG0441* NAVD 88     -       183.273  (meters)     601.29   (feet)  ADJUSTED  
 EG0441  ___________________________________________________________________
 EG0441  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0441  DYNAMIC HT  -         183.089 (meters)     600.68  (feet)  COMP
 EG0441  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 EG0441
 EG0441  VERT ORDER  -  SECOND    CLASS II
 EG0441
 EG0441.The horizontal coordinates were scaled from a topographic map and have
 EG0441.an estimated accuracy of +/- 6 seconds.
 EG0441
 EG0441.The orthometric height was determined by differential leveling
 EG0441.and adjusted in June 1991.
 EG0441
 EG0441.The geoid height was determined by GEOID03.
 EG0441
 EG0441.The dynamic height is computed by dividing the NAVD 88
 EG0441.geopotential number by the normal gravity value computed on the
 EG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0441.degrees latitude (g = 980.6199 gals.).
 EG0441
 EG0441.The modeled gravity was interpolated from observed gravity values.
 EG0441
 EG0441;                    North         East    Units  Estimated Accuracy
 EG0441;SPC MS E     -   545,510.      359,570.      MT  (+/- 180 meters Scaled)
 EG0441
 EG0441                          SUPERSEDED SURVEY CONTROL
 EG0441
 EG0441  NGVD 29 (??/??/92)  183.230  (m)          601.15   (f) ADJ UNCH    2 2
 EG0441
 EG0441.Superseded values are not recommended for survey control.
 EG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0441.See file dsdata.txt to determine how the superseded data were derived.
 EG0441
 EG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD910091(NAD 83)
 EG0441_MARKER: DD = SURVEY DISK
 EG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0441_STAMPING: BM 25V 239 1977
 EG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0441+STABILITY: SURFACE MOTION
 EG0441
 EG0441  HISTORY     - Date     Condition        Report By
 EG0441  HISTORY     - 1977     MONUMENTED       MSHD
 EG0441
 EG0441                          STATION DESCRIPTION
 EG0441
 EG0441'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0441'3.4 MI SW FROM RED BAY ALABAMA.
 EG0441'THE MARK IS LOCATED ABOUT 3.4 MILES SOUTHWEST OF RED BAY, ON THE WEST
 EG0441'SIDE OF STATE HIGHWAY 23 IN SECTION 21, T 7S, R 11E.  IT IS A DISK SET
 EG0441'IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 4 INCHES, 112
 EG0441'FEET NORTHWEST OF THE CENTER OF HIGHWAY 23 AND SIDEROAD, 26 FEET WEST
 EG0441'OF THE CENTER OF THE SIDEROAD, 10 FEET EAST OF A RIGHT OF WAY DRAINAGE
 EG0441'DITCH, 1 FOOT WEST OF A METAL WITNESS POST AND IS STAMPED BM 25V 239
 EG0441'1977.  TO REACH FROM THE RED BAY HOTEL GO WEST ON STATE HIGHWAY 24 FOR
 EG0441'1.25 MILES TO THE MISSISSIPPI-ALABAMA STATE LINE, CONTINUE
 EG0441'SOUTHWESTERLY 2.05 MILES TO A SIDEROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1490 ***********************************************************************
 CO1490  DESIGNATION -  25 V 24
 CO1490  PID         -  CO1490
 CO1490  STATE/COUNTY-  MS/RANKIN
 CO1490  USGS QUAD   -  SHARON SE (1988)
 CO1490
 CO1490                         *CURRENT SURVEY CONTROL
 CO1490  ___________________________________________________________________
 CO1490* NAD 83(1986)-  32 32 23.     (N)    089 48 42.     (W)     SCALED    
 CO1490* NAVD 88     -       101.363  (meters)     332.56   (feet)  ADJUSTED  
 CO1490  ___________________________________________________________________
 CO1490  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CO1490  DYNAMIC HT  -         101.245 (meters)     332.17  (feet)  COMP
 CO1490  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CO1490
 CO1490  VERT ORDER  -  SECOND    CLASS II
 CO1490
 CO1490.The horizontal coordinates were scaled from a topographic map and have
 CO1490.an estimated accuracy of +/- 6 seconds.
 CO1490
 CO1490.The orthometric height was determined by differential leveling
 CO1490.and adjusted in June 1991.
 CO1490
 CO1490.The geoid height was determined by GEOID03.
 CO1490
 CO1490.The dynamic height is computed by dividing the NAVD 88
 CO1490.geopotential number by the normal gravity value computed on the
 CO1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1490.degrees latitude (g = 980.6199 gals.).
 CO1490
 CO1490.The modeled gravity was interpolated from observed gravity values.
 CO1490
 CO1490;                    North         East    Units  Estimated Accuracy
 CO1490;SPC MS W     -   337,120.      749,000.      MT  (+/- 180 meters Scaled)
 CO1490
 CO1490                          SUPERSEDED SURVEY CONTROL
 CO1490
 CO1490.No superseded survey control is available for this station.
 CO1490
 CO1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB359037(NAD 83)
 CO1490_MARKER: DD = SURVEY DISK
 CO1490_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1490_SP_SET: CULVERT
 CO1490_STAMPING: BM 25V24 1988
 CO1490_MARK LOGO: MSHD  
 CO1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1490+STABILITY: SURFACE MOTION
 CO1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1490+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1490
 CO1490  HISTORY     - Date     Condition        Report By
 CO1490  HISTORY     - 1988     MONUMENTED       MSHD
 CO1490
 CO1490                          STATION DESCRIPTION
 CO1490
 CO1490'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1490'24.96 KM (15.50 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1490'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1490'CROSSROAD, CONTINUE SOUTH ON STATE HIGHWAY 25 FOR 1.93 KM (1.20 MI) TO
 CO1490'THE MARK ON THE LEFT, SET IN A DRILL HOLE IN TOP OF THE SOUTHEAST END
 CO1490'OF A 36 INCH FLARED END CONCRETE PIPE CULVERT, 18.9 M (62.0 FT)
 CO1490'SOUTHEAST OF THE CENTER OF THE HIGHWAY AND ABOUT 1.22 M (4.0 FT) BELOW
 CO1490'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1491 ***********************************************************************
 CO1491  DESIGNATION -  25 V 25
 CO1491  PID         -  CO1491
 CO1491  STATE/COUNTY-  MS/RANKIN
 CO1491  USGS QUAD   -  SHARON SE (1988)
 CO1491
 CO1491                         *CURRENT SURVEY CONTROL
 CO1491  ___________________________________________________________________
 CO1491* NAD 83(1986)-  32 32 41.     (N)    089 47 45.     (W)     SCALED    
 CO1491* NAVD 88     -       107.940  (meters)     354.13   (feet)  ADJUSTED  
 CO1491  ___________________________________________________________________
 CO1491  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CO1491  DYNAMIC HT  -         107.815 (meters)     353.72  (feet)  COMP
 CO1491  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CO1491
 CO1491  VERT ORDER  -  SECOND    CLASS II
 CO1491
 CO1491.The horizontal coordinates were scaled from a topographic map and have
 CO1491.an estimated accuracy of +/- 6 seconds.
 CO1491
 CO1491.The orthometric height was determined by differential leveling
 CO1491.and adjusted in June 1991.
 CO1491
 CO1491.The geoid height was determined by GEOID03.
 CO1491
 CO1491.The dynamic height is computed by dividing the NAVD 88
 CO1491.geopotential number by the normal gravity value computed on the
 CO1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1491.degrees latitude (g = 980.6199 gals.).
 CO1491
 CO1491.The modeled gravity was interpolated from observed gravity values.
 CO1491
 CO1491;                    North         East    Units  Estimated Accuracy
 CO1491;SPC MS W     -   337,680.      750,490.      MT  (+/- 180 meters Scaled)
 CO1491
 CO1491                          SUPERSEDED SURVEY CONTROL
 CO1491
 CO1491.No superseded survey control is available for this station.
 CO1491
 CO1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB374042(NAD 83)
 CO1491_MARKER: DD = SURVEY DISK
 CO1491_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1491_SP_SET: CULVERT
 CO1491_STAMPING: BM 25V25 1988
 CO1491_MARK LOGO: MSHD  
 CO1491_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1491+STABILITY: SURFACE MOTION
 CO1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1491+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1491
 CO1491  HISTORY     - Date     Condition        Report By
 CO1491  HISTORY     - 1988     MONUMENTED       MSHD
 CO1491
 CO1491                          STATION DESCRIPTION
 CO1491
 CO1491'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1491'24.96 KM (15.50 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1491'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1491'CROSSROAD, CONTINUE SOUTH ON STATE HIGHWAY 25 FOR 0.40 KM (0.25 MI) TO
 CO1491'THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF A 36 INCH OVAL SHAPED
 CO1491'CONCRETE PIPE CULVERT, 15.09 M (49.5 FT) SOUTH OF THE CENTER OF
 CO1491'HIGHWAY AND ABOUT 0.90 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1492 ***********************************************************************
 CO1492  DESIGNATION -  25 V 26
 CO1492  PID         -  CO1492
 CO1492  STATE/COUNTY-  MS/RANKIN
 CO1492  USGS QUAD   -  SHARON SE (1988)
 CO1492
 CO1492                         *CURRENT SURVEY CONTROL
 CO1492  ___________________________________________________________________
 CO1492* NAD 83(1986)-  32 32 59.     (N)    089 46 45.     (W)     SCALED    
 CO1492* NAVD 88     -       112.279  (meters)     368.37   (feet)  ADJUSTED  
 CO1492  ___________________________________________________________________
 CO1492  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CO1492  DYNAMIC HT  -         112.149 (meters)     367.94  (feet)  COMP
 CO1492  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 CO1492
 CO1492  VERT ORDER  -  SECOND    CLASS II
 CO1492
 CO1492.The horizontal coordinates were scaled from a topographic map and have
 CO1492.an estimated accuracy of +/- 6 seconds.
 CO1492
 CO1492.The orthometric height was determined by differential leveling
 CO1492.and adjusted in June 1991.
 CO1492
 CO1492.The geoid height was determined by GEOID03.
 CO1492
 CO1492.The dynamic height is computed by dividing the NAVD 88
 CO1492.geopotential number by the normal gravity value computed on the
 CO1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1492.degrees latitude (g = 980.6199 gals.).
 CO1492
 CO1492.The modeled gravity was interpolated from observed gravity values.
 CO1492
 CO1492;                    North         East    Units  Estimated Accuracy
 CO1492;SPC MS W     -   338,240.      752,050.      MT  (+/- 180 meters Scaled)
 CO1492
 CO1492                          SUPERSEDED SURVEY CONTROL
 CO1492
 CO1492.No superseded survey control is available for this station.
 CO1492
 CO1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB390047(NAD 83)
 CO1492_MARKER: DD = SURVEY DISK
 CO1492_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1492_SP_SET: CULVERT
 CO1492_STAMPING: BM 25V26 1988
 CO1492_MARK LOGO: MSHD  
 CO1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1492+STABILITY: SURFACE MOTION
 CO1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1492+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1492
 CO1492  HISTORY     - Date     Condition        Report By
 CO1492  HISTORY     - 1988     MONUMENTED       MSHD
 CO1492
 CO1492                          STATION DESCRIPTION
 CO1492
 CO1492'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1492'19.24 KM (11.95 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1492'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1492'SOUTH ON STATE HIGHWAY 25 FOR 4.5 KM (2.80 MI) TO THE MARK ON THE
 CO1492'LEFT, SET IN A DRILL HOLD IN TOP OF THE SOUTH END OF A 30 INCH OVAL
 CO1492'SHAPED CONCRETE PIPE CULVERT, 12.9 M (42.3 FT) SOUTH OF THE CENTER OF
 CO1492'HIGHWAY AND ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1493 ***********************************************************************
 CO1493  DESIGNATION -  25 V 27
 CO1493  PID         -  CO1493
 CO1493  STATE/COUNTY-  MS/SCOTT
 CO1493  USGS QUAD   -  SHARON SE (1988)
 CO1493
 CO1493                         *CURRENT SURVEY CONTROL
 CO1493  ___________________________________________________________________
 CO1493* NAD 83(1986)-  32 33 07.     (N)    089 45 46.     (W)     SCALED    
 CO1493* NAVD 88     -       103.146  (meters)     338.40   (feet)  ADJUSTED  
 CO1493  ___________________________________________________________________
 CO1493  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CO1493  DYNAMIC HT  -         103.027 (meters)     338.01  (feet)  COMP
 CO1493  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CO1493
 CO1493  VERT ORDER  -  SECOND    CLASS II
 CO1493
 CO1493.The horizontal coordinates were scaled from a topographic map and have
 CO1493.an estimated accuracy of +/- 6 seconds.
 CO1493
 CO1493.The orthometric height was determined by differential leveling
 CO1493.and adjusted in June 1991.
 CO1493
 CO1493.The geoid height was determined by GEOID03.
 CO1493
 CO1493.The dynamic height is computed by dividing the NAVD 88
 CO1493.geopotential number by the normal gravity value computed on the
 CO1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1493.degrees latitude (g = 980.6199 gals.).
 CO1493
 CO1493.The modeled gravity was interpolated from observed gravity values.
 CO1493
 CO1493;                    North         East    Units  Estimated Accuracy
 CO1493;SPC MS E     -   338,730.      212,710.      MT  (+/- 180 meters Scaled)
 CO1493
 CO1493                          SUPERSEDED SURVEY CONTROL
 CO1493
 CO1493.No superseded survey control is available for this station.
 CO1493
 CO1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB405049(NAD 83)
 CO1493_MARKER: DD = SURVEY DISK
 CO1493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1493_SP_SET: HEADWALL
 CO1493_STAMPING: BM 25V27 1988
 CO1493_MARK LOGO: MSHD  
 CO1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1493+STABILITY: SURFACE MOTION
 CO1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1493+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 CO1493
 CO1493  HISTORY     - Date     Condition        Report By
 CO1493  HISTORY     - 1988     MONUMENTED       MSHD
 CO1493  HISTORY     - 20000424 GOOD             NGS
 CO1493
 CO1493                          STATION DESCRIPTION
 CO1493
 CO1493'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1493'19.24 KM (11.95 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1493'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1493'SOUTHON STATE HIGHWAY 25 FOR 2.9 KM (1.80 MI) TO THE MARK ON THE LEFT,
 CO1493'SET IN A DRILL HOLE IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 CO1493'CONCRETE BOX CULVERT, 12.8 M (42.0 FT) SOUTH OF THE CENTER OF THE
 CO1493'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 CO1493
 CO1493                          STATION RECOVERY (2000)
 CO1493
 CO1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1493'LOCATED AT 32-33-16 N BY 089-45-41 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1494 ***********************************************************************
 CO1494  DESIGNATION -  25 V 28
 CO1494  PID         -  CO1494
 CO1494  STATE/COUNTY-  MS/SCOTT
 CO1494  USGS QUAD   -  LUDLOW (1989)
 CO1494
 CO1494                         *CURRENT SURVEY CONTROL
 CO1494  ___________________________________________________________________
 CO1494* NAD 83(1986)-  32 33 26.     (N)    089 44 58.     (W)     SCALED    
 CO1494* NAVD 88     -       107.720  (meters)     353.41   (feet)  ADJUSTED  
 CO1494  ___________________________________________________________________
 CO1494  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CO1494  DYNAMIC HT  -         107.596 (meters)     353.00  (feet)  COMP
 CO1494  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CO1494
 CO1494  VERT ORDER  -  SECOND    CLASS II
 CO1494
 CO1494.The horizontal coordinates were scaled from a topographic map and have
 CO1494.an estimated accuracy of +/- 6 seconds.
 CO1494
 CO1494.The orthometric height was determined by differential leveling
 CO1494.and adjusted in June 1991.
 CO1494
 CO1494.The geoid height was determined by GEOID03.
 CO1494
 CO1494.The dynamic height is computed by dividing the NAVD 88
 CO1494.geopotential number by the normal gravity value computed on the
 CO1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1494.degrees latitude (g = 980.6199 gals.).
 CO1494
 CO1494.The modeled gravity was interpolated from observed gravity values.
 CO1494
 CO1494;                    North         East    Units  Estimated Accuracy
 CO1494;SPC MS E     -   339,310.      213,960.      MT  (+/- 180 meters Scaled)
 CO1494
 CO1494                          SUPERSEDED SURVEY CONTROL
 CO1494
 CO1494.No superseded survey control is available for this station.
 CO1494
 CO1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB418055(NAD 83)
 CO1494_MARKER: DD = SURVEY DISK
 CO1494_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1494_SP_SET: CULVERT
 CO1494_STAMPING: BM 25V28 1988
 CO1494_MARK LOGO: MSHD  
 CO1494_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1494+STABILITY: SURFACE MOTION
 CO1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1494+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1494
 CO1494  HISTORY     - Date     Condition        Report By
 CO1494  HISTORY     - 1988     MONUMENTED       MSHD
 CO1494
 CO1494                          STATION DESCRIPTION
 CO1494
 CO1494'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1494'19.24 KM (11.95 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1494'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1494'SOUTH ON STATE HIGHWAY 25 1.53 KM (0.95 MI) TO THE MARK ON THE LEFT,
 CO1494'15.85 M (52.0 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 20.73 M
 CO1494'(68.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, SET IN A DRILL HOLE
 CO1494'IN TOP OF A 42 INCH OVAL SHAPED CONCRETE PIPE CULVERT, ABOUT 1.68 M
 CO1494'(5.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1495 ***********************************************************************
 CO1495  DESIGNATION -  25 V 29
 CO1495  PID         -  CO1495
 CO1495  STATE/COUNTY-  MS/SCOTT
 CO1495  USGS QUAD   -  LUDLOW (1989)
 CO1495
 CO1495                         *CURRENT SURVEY CONTROL
 CO1495  ___________________________________________________________________
 CO1495* NAD 83(1986)-  32 34 02.     (N)    089 44 53.     (W)     SCALED    
 CO1495* NAVD 88     -       102.185  (meters)     335.25   (feet)  ADJUSTED  
 CO1495  ___________________________________________________________________
 CO1495  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CO1495  DYNAMIC HT  -         102.067 (meters)     334.86  (feet)  COMP
 CO1495  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CO1495
 CO1495  VERT ORDER  -  SECOND    CLASS II
 CO1495
 CO1495.The horizontal coordinates were scaled from a topographic map and have
 CO1495.an estimated accuracy of +/- 6 seconds.
 CO1495
 CO1495.The orthometric height was determined by differential leveling
 CO1495.and adjusted in June 1991.
 CO1495
 CO1495.The geoid height was determined by GEOID03.
 CO1495
 CO1495.The dynamic height is computed by dividing the NAVD 88
 CO1495.geopotential number by the normal gravity value computed on the
 CO1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1495.degrees latitude (g = 980.6199 gals.).
 CO1495
 CO1495.The modeled gravity was interpolated from observed gravity values.
 CO1495
 CO1495;                    North         East    Units  Estimated Accuracy
 CO1495;SPC MS E     -   340,420.      214,100.      MT  (+/- 180 meters Scaled)
 CO1495
 CO1495                          SUPERSEDED SURVEY CONTROL
 CO1495
 CO1495.No superseded survey control is available for this station.
 CO1495
 CO1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB420066(NAD 83)
 CO1495_MARKER: DD = SURVEY DISK
 CO1495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1495_SP_SET: CULVERT
 CO1495_STAMPING: BM 25V29 1988
 CO1495_MARK LOGO: MSHD  
 CO1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1495+STABILITY: SURFACE MOTION
 CO1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1495+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1495
 CO1495  HISTORY     - Date     Condition        Report By
 CO1495  HISTORY     - 1988     MONUMENTED       MSHD
 CO1495
 CO1495                          STATION DESCRIPTION
 CO1495
 CO1495'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1495'19.24 KM (11.95 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1495'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1495'SOUTH ON STATE HIGHWAY 25 FOR 0.32 KM (0.20 MI) TO THE MARK ON THE
 CO1495'LEFT,  IN TOP OF THE SOUTHEAST END OF A 48-INCH FLARED END CONCRETE
 CO1495'17.98 M (59.0 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 2.1 M
 CO1495'(7.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1496 ***********************************************************************
 CO1496  CBN         -  This is a Cooperative Base Network Control Station.
 CO1496  DESIGNATION -  25 V 30
 CO1496  PID         -  CO1496
 CO1496  STATE/COUNTY-  MS/SCOTT
 CO1496  USGS QUAD   -  LUDLOW (1989)
 CO1496
 CO1496                         *CURRENT SURVEY CONTROL
 CO1496  ___________________________________________________________________
 CO1496* NAD 83(2007)-  32 34 57.75323(N)    089 43 59.99009(W)     ADJUSTED  
 CO1496* NAVD 88     -        99.863  (meters)     327.63   (feet)  ADJUSTED  
 CO1496  ___________________________________________________________________
 CO1496  EPOCH DATE  -        2002.00
 CO1496  X           -      25,037.960 (meters)                     COMP
 CO1496  Y           -  -5,379,540.978 (meters)                     COMP
 CO1496  Z           -   3,415,094.489 (meters)                     COMP
 CO1496  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CO1496  ELLIP HEIGHT-          72.731 (meters)          (02/10/07) ADJUSTED
 CO1496  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO1496  DYNAMIC HT  -          99.748 (meters)     327.26  (feet)  COMP
 CO1496
 CO1496  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1496  Type    PID    Designation                      North   East  Ellip
 CO1496  -------------------------------------------------------------------
 CO1496  NETWORK CO1496 25 V 30                           1.43   1.47   6.27
 CO1496  -------------------------------------------------------------------
 CO1496  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CO1496
 CO1496  VERT ORDER  -  SECOND    CLASS II
 CO1496
 CO1496.The horizontal coordinates were established by GPS observations
 CO1496.and adjusted by the National Geodetic Survey in February 2007.
 CO1496
 CO1496.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1496.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1496.The horizontal coordinates are valid at the epoch date displayed above.
 CO1496.The epoch date for horizontal control is a decimal equivalence
 CO1496.of Year/Month/Day.
 CO1496
 CO1496.The orthometric height was determined by differential leveling
 CO1496.and adjusted in June 1991.
 CO1496
 CO1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1496
 CO1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1496
 CO1496.The ellipsoidal height was determined by GPS observations
 CO1496.and is referenced to NAD 83.
 CO1496
 CO1496.The geoid height was determined by GEOID03.
 CO1496
 CO1496.The dynamic height is computed by dividing the NAVD 88
 CO1496.geopotential number by the normal gravity value computed on the
 CO1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1496.degrees latitude (g = 980.6199 gals.).
 CO1496
 CO1496.The modeled gravity was interpolated from observed gravity values.
 CO1496
 CO1496;                    North         East     Units Scale Factor Converg.
 CO1496;SPC MS E     -   342,121.221   215,501.428   MT  1.00003801   -0 29 04.9
 CO1496;SPC MS E     - 1,122,442.71    707,024.27   sFT  1.00003801   -0 29 04.9
 CO1496;UTM  16      - 3,608,324.833   243,427.284   MT  1.00041183   -1 28 21.9
 CO1496
 CO1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1496!SPC MS E     -   0.99998858  x   1.00003801  =   1.00002659
 CO1496!UTM  16      -   0.99998858  x   1.00041183  =   1.00040041
 CO1496
 CO1496                          SUPERSEDED SURVEY CONTROL
 CO1496
 CO1496  ELLIP H (04/15/02)   72.747  (m)                       GP(       ) 4 2
 CO1496  NAD 83(1993)-  32 34 57.75321(N)    089 43 59.99029(W) AD(       ) B
 CO1496  ELLIP H (02/15/02)   72.746  (m)                       GP(       ) 4 1
 CO1496  NAVD 88 (02/15/02)   99.86   (m)          327.6    (f) LEVELING    3  
 CO1496
 CO1496.Superseded values are not recommended for survey control.
 CO1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1496.See file dsdata.txt to determine how the superseded data were derived.
 CO1496
 CO1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB4342708325(NAD 83)
 CO1496_MARKER: DD = SURVEY DISK
 CO1496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1496_SP_SET: BRIDGE ABUTMENT
 CO1496_STAMPING: BM 25V30 1988
 CO1496_MARK LOGO: MSHD  
 CO1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1496+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 CO1496
 CO1496  HISTORY     - Date     Condition        Report By
 CO1496  HISTORY     - 1988     MONUMENTED       MSHD
 CO1496  HISTORY     - 20000424 GOOD             NGS
 CO1496  HISTORY     - 20060909 GOOD             INDIV
 CO1496
 CO1496                          STATION DESCRIPTION
 CO1496
 CO1496'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1496'16.58 KM (10.30 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1496'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1496'SOUTH ON STATE HIGHWAY 25 FOR 1.37 KM (0.85 MI) TO THE MARK ON THE
 CO1496'RIGHT, SET IN A DRILL HOLE IN TOP OF THE NORTHWEST END OF SOUTHWEST
 CO1496'ABUTMENT OF CONCRETE BRIDGE, 9.14 M (30.0 FT) NORTHWEST OF THE CENTER
 CO1496'OF BRIDGE, 0.40 M (1.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF ABUTMENT
 CO1496'AND ABOUT 0.90 M (3.0 FT) BELOW THE LEVEL OF BRIDGE.
 CO1496
 CO1496                          STATION RECOVERY (2000)
 CO1496
 CO1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1496'RECOVERED AS DESCRIBED.
 CO1496
 CO1496                          STATION RECOVERY (2006)
 CO1496
 CO1496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PWW)
 CO1496'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1497 ***********************************************************************
 CO1497  DESIGNATION -  25 V 31
 CO1497  PID         -  CO1497
 CO1497  STATE/COUNTY-  MS/LEAKE
 CO1497  USGS QUAD   -  LUDLOW (1989)
 CO1497
 CO1497                         *CURRENT SURVEY CONTROL
 CO1497  ___________________________________________________________________
 CO1497* NAD 83(1986)-  32 35 08.     (N)    089 43 21.     (W)     SCALED    
 CO1497* NAVD 88     -       111.024  (meters)     364.25   (feet)  ADJUSTED  
 CO1497  ___________________________________________________________________
 CO1497  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CO1497  DYNAMIC HT  -         110.896 (meters)     363.83  (feet)  COMP
 CO1497  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CO1497
 CO1497  VERT ORDER  -  SECOND    CLASS II
 CO1497
 CO1497.The horizontal coordinates were scaled from a topographic map and have
 CO1497.an estimated accuracy of +/- 6 seconds.
 CO1497
 CO1497.The orthometric height was determined by differential leveling
 CO1497.and adjusted in June 1991.
 CO1497
 CO1497.The geoid height was determined by GEOID03.
 CO1497
 CO1497.The dynamic height is computed by dividing the NAVD 88
 CO1497.geopotential number by the normal gravity value computed on the
 CO1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1497.degrees latitude (g = 980.6199 gals.).
 CO1497
 CO1497.The modeled gravity was interpolated from observed gravity values.
 CO1497
 CO1497;                    North         East    Units  Estimated Accuracy
 CO1497;SPC MS E     -   342,430.      216,520.      MT  (+/- 180 meters Scaled)
 CO1497
 CO1497                          SUPERSEDED SURVEY CONTROL
 CO1497
 CO1497.No superseded survey control is available for this station.
 CO1497
 CO1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB444086(NAD 83)
 CO1497_MARKER: DD = SURVEY DISK
 CO1497_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1497_SP_SET: CULVERT
 CO1497_STAMPING: BM 25V31 1988
 CO1497_MARK LOGO: MSHD  
 CO1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1497+STABILITY: SURFACE MOTION
 CO1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1497+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1497
 CO1497  HISTORY     - Date     Condition        Report By
 CO1497  HISTORY     - 1988     MONUMENTED       MSHD
 CO1497
 CO1497                          STATION DESCRIPTION
 CO1497
 CO1497'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1497'16.58 KM (10.30 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1497'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1497'SOUTH ON STATE HIGHWAY 25 FOR 0.24 KM (0.15 MI) TO THE MARK ON THE
 CO1497'LEFT, SET IN A DRILL HOLE IN TOP OF THE SOUTH END OF A 36 INCH FLARED
 CO1497'END CONCRETE PIPE CULVERT, 19.81 M (65.0 FT) SOUTH OF THE CENTER OF
 CO1497'HIGHWAY AND ABOUT 2.75 M (9.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1498 ***********************************************************************
 CO1498  DESIGNATION -  25 V 32
 CO1498  PID         -  CO1498
 CO1498  STATE/COUNTY-  MS/LEAKE
 CO1498  USGS QUAD   -  LUDLOW (1989)
 CO1498
 CO1498                         *CURRENT SURVEY CONTROL
 CO1498  ___________________________________________________________________
 CO1498* NAD 83(1986)-  32 35 23.     (N)    089 42 36.     (W)     SCALED    
 CO1498* NAVD 88     -       107.046  (meters)     351.20   (feet)  ADJUSTED  
 CO1498  ___________________________________________________________________
 CO1498  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CO1498  DYNAMIC HT  -         106.923 (meters)     350.80  (feet)  COMP
 CO1498  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CO1498
 CO1498  VERT ORDER  -  SECOND    CLASS II
 CO1498
 CO1498.The horizontal coordinates were scaled from a topographic map and have
 CO1498.an estimated accuracy of +/- 6 seconds.
 CO1498
 CO1498.The orthometric height was determined by differential leveling
 CO1498.and adjusted in June 1991.
 CO1498
 CO1498.The geoid height was determined by GEOID03.
 CO1498
 CO1498.The dynamic height is computed by dividing the NAVD 88
 CO1498.geopotential number by the normal gravity value computed on the
 CO1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1498.degrees latitude (g = 980.6199 gals.).
 CO1498
 CO1498.The modeled gravity was interpolated from observed gravity values.
 CO1498
 CO1498;                    North         East    Units  Estimated Accuracy
 CO1498;SPC MS E     -   342,880.      217,700.      MT  (+/- 180 meters Scaled)
 CO1498
 CO1498                          SUPERSEDED SURVEY CONTROL
 CO1498
 CO1498.No superseded survey control is available for this station.
 CO1498
 CO1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB456090(NAD 83)
 CO1498_MARKER: DD = SURVEY DISK
 CO1498_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1498_SP_SET: CULVERT
 CO1498_STAMPING: BM 25V32 1988
 CO1498_MARK LOGO: MSHD  
 CO1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1498+STABILITY: SURFACE MOTION
 CO1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1498+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1498
 CO1498  HISTORY     - Date     Condition        Report By
 CO1498  HISTORY     - 1988     MONUMENTED       MSHD
 CO1498
 CO1498                          STATION DESCRIPTION
 CO1498
 CO1498'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1498'15.46 KM (9.60 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1498'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO THE MARK ON THE LEFT JUST
 CO1498'BEYOND A CROSSROAD,  IN TOP OF THE SOUTHEAST END OF A 60-INCH FLARED
 CO1498'END CONCRETE PIPE CULVERT, 15.55 M (51.0 FT) BELOW LEVEL OF HIGHWAY.
 CO1498'SOUTHEAST OF THE CENTER OF HIGHWAY AND ABOUT 1.52 M (5.0 FT) BELOW THE
 CO1498'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1499 ***********************************************************************
 CO1499  DESIGNATION -  25 V 33
 CO1499  PID         -  CO1499
 CO1499  STATE/COUNTY-  MS/LEAKE
 CO1499  USGS QUAD   -  LUDLOW (1989)
 CO1499
 CO1499                         *CURRENT SURVEY CONTROL
 CO1499  ___________________________________________________________________
 CO1499* NAD 83(1986)-  32 36 09.     (N)    089 41 55.     (W)     SCALED    
 CO1499* NAVD 88     -       117.038  (meters)     383.98   (feet)  ADJUSTED  
 CO1499  ___________________________________________________________________
 CO1499  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CO1499  DYNAMIC HT  -         116.903 (meters)     383.54  (feet)  COMP
 CO1499  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CO1499
 CO1499  VERT ORDER  -  SECOND    CLASS II
 CO1499
 CO1499.The horizontal coordinates were scaled from a topographic map and have
 CO1499.an estimated accuracy of +/- 6 seconds.
 CO1499
 CO1499.The orthometric height was determined by differential leveling
 CO1499.and adjusted in June 1991.
 CO1499
 CO1499.The geoid height was determined by GEOID03.
 CO1499
 CO1499.The dynamic height is computed by dividing the NAVD 88
 CO1499.geopotential number by the normal gravity value computed on the
 CO1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1499.degrees latitude (g = 980.6199 gals.).
 CO1499
 CO1499.The modeled gravity was interpolated from observed gravity values.
 CO1499
 CO1499;                    North         East    Units  Estimated Accuracy
 CO1499;SPC MS E     -   344,290.      218,780.      MT  (+/- 180 meters Scaled)
 CO1499
 CO1499                          SUPERSEDED SURVEY CONTROL
 CO1499
 CO1499.No superseded survey control is available for this station.
 CO1499
 CO1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB467104(NAD 83)
 CO1499_MARKER: DD = SURVEY DISK
 CO1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1499_SP_SET: CONCRETE POST
 CO1499_STAMPING: BM 25V33 1988
 CO1499_MARK LOGO: MSHD  
 CO1499_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1499+STABILITY: SURFACE MOTION
 CO1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1499+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1499
 CO1499  HISTORY     - Date     Condition        Report By
 CO1499  HISTORY     - 1988     MONUMENTED       MSHD
 CO1499  HISTORY     - 20041024 MARK NOT FOUND   NGS
 CO1499
 CO1499                          STATION DESCRIPTION
 CO1499
 CO1499'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1499'11.59 KM (7.20 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1499'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1499'SOUTH ON STATE HIGHWAY 25 FOR 2.17 KM (1.35 MI) TO A SIDEROAD AND THE
 CO1499'MARK ON THE RIGHT, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 0.03
 CO1499'M (0.1 FT), 46.64 M (153.0 FT) WEST OF THE CENTER OF HIGHWAY, 8.85 M
 CO1499'(29.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD, 0.37 M (1.2 FT) EAST
 CO1499'OF A CARSONITE WITNESS POST AND ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL
 CO1499'OF THE HIGHWAY.
 CO1499
 CO1499                          STATION RECOVERY (2004)
 CO1499
 CO1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CO1499'I WENT TO THE LOCATION GIVEN BY THE 1988 MDOT REPORT OF STATION 25V33,
 CO1499'BUT WAS UNABLE TO RECOVER IT DUE TO THE FOUR LANING OF HIGHWAY 25. IF
 CO1499'THE MDOT RECORDS ARE CORRECT, I BELIEVE THE MARKER WAS LOST DURING THE
 CO1499'DIRT WORK IN AIDING THE NEW LANES OF 25 HIGHWAY. I USED A
 CO1499'TAPE,COMPASS, AND METAL DETECTOR BUT STILL FAILED TO RECOVER THE
 CO1499'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1500 ***********************************************************************
 CO1500  DESIGNATION -  25 V 34
 CO1500  PID         -  CO1500
 CO1500  STATE/COUNTY-  MS/LEAKE
 CO1500  USGS QUAD   -  LUDLOW (1989)
 CO1500
 CO1500                         *CURRENT SURVEY CONTROL
 CO1500  ___________________________________________________________________
 CO1500* NAD 83(1986)-  32 36 54.     (N)    089 41 35.     (W)     SCALED    
 CO1500* NAVD 88     -       103.751  (meters)     340.39   (feet)  ADJUSTED  
 CO1500  ___________________________________________________________________
 CO1500  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CO1500  DYNAMIC HT  -         103.631 (meters)     340.00  (feet)  COMP
 CO1500  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CO1500
 CO1500  VERT ORDER  -  SECOND    CLASS II
 CO1500
 CO1500.The horizontal coordinates were scaled from a topographic map and have
 CO1500.an estimated accuracy of +/- 6 seconds.
 CO1500
 CO1500.The orthometric height was determined by differential leveling
 CO1500.and adjusted in June 1991.
 CO1500
 CO1500.The geoid height was determined by GEOID03.
 CO1500
 CO1500.The dynamic height is computed by dividing the NAVD 88
 CO1500.geopotential number by the normal gravity value computed on the
 CO1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1500.degrees latitude (g = 980.6199 gals.).
 CO1500
 CO1500.The modeled gravity was interpolated from observed gravity values.
 CO1500
 CO1500;                    North         East    Units  Estimated Accuracy
 CO1500;SPC MS E     -   345,670.      219,310.      MT  (+/- 180 meters Scaled)
 CO1500
 CO1500                          SUPERSEDED SURVEY CONTROL
 CO1500
 CO1500.No superseded survey control is available for this station.
 CO1500
 CO1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB473118(NAD 83)
 CO1500_MARKER: DD = SURVEY DISK
 CO1500_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1500_SP_SET: CULVERT
 CO1500_STAMPING: BM 25V34 1988
 CO1500_MARK LOGO: MSHD  
 CO1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1500+STABILITY: SURFACE MOTION
 CO1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1500+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1500
 CO1500  HISTORY     - Date     Condition        Report By
 CO1500  HISTORY     - 1988     MONUMENTED       MSHD
 CO1500
 CO1500                          STATION DESCRIPTION
 CO1500
 CO1500'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1500'11.59 KM (7.20 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1500'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1500'SOUTH ON HIGHWAY 25 FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT, SET
 CO1500'IN A DRILL HOLE IN TOP OF THE NORTH END OF EAST HEADWALL OF CONCRETE
 CO1500'BOX CULVERT, 20.42 M (67.0 FT) EAST OF THE CENTER OF HIGHWAY AND ABOUT
 CO1500'2.44 M (8.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1501 ***********************************************************************
 CO1501  DESIGNATION -  25 V 35
 CO1501  PID         -  CO1501
 CO1501  STATE/COUNTY-  MS/LEAKE
 CO1501  USGS QUAD   -  OFAHOMA (1989)
 CO1501
 CO1501                         *CURRENT SURVEY CONTROL
 CO1501  ___________________________________________________________________
 CO1501* NAD 83(1986)-  32 37 46.     (N)    089 41 10.     (W)     SCALED    
 CO1501* NAVD 88     -       104.355  (meters)     342.37   (feet)  ADJUSTED  
 CO1501  ___________________________________________________________________
 CO1501  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CO1501  DYNAMIC HT  -         104.235 (meters)     341.98  (feet)  COMP
 CO1501  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CO1501
 CO1501  VERT ORDER  -  SECOND    CLASS II
 CO1501
 CO1501.The horizontal coordinates were scaled from a topographic map and have
 CO1501.an estimated accuracy of +/- 6 seconds.
 CO1501
 CO1501.The orthometric height was determined by differential leveling
 CO1501.and adjusted in June 1991.
 CO1501
 CO1501.The geoid height was determined by GEOID03.
 CO1501
 CO1501.The dynamic height is computed by dividing the NAVD 88
 CO1501.geopotential number by the normal gravity value computed on the
 CO1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1501.degrees latitude (g = 980.6199 gals.).
 CO1501
 CO1501.The modeled gravity was interpolated from observed gravity values.
 CO1501
 CO1501;                    North         East    Units  Estimated Accuracy
 CO1501;SPC MS E     -   347,270.      219,980.      MT  (+/- 180 meters Scaled)
 CO1501
 CO1501                          SUPERSEDED SURVEY CONTROL
 CO1501
 CO1501.No superseded survey control is available for this station.
 CO1501
 CO1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB479133(NAD 83)
 CO1501_MARKER: DD = SURVEY DISK
 CO1501_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1501_SP_SET: CULVERT
 CO1501_STAMPING: BM 25V35 1988
 CO1501_MARK LOGO: MSHD  
 CO1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1501+STABILITY: SURFACE MOTION
 CO1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1501+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1501
 CO1501  HISTORY     - Date     Condition        Report By
 CO1501  HISTORY     - 1988     MONUMENTED       MSHD
 CO1501
 CO1501                          STATION DESCRIPTION
 CO1501
 CO1501'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1501'7.81 KM (4.85 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1501'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1501'SOUTH ON HIGHWAY 25 FOR 2.98 KM (1.85 MI) TO THE MARK ON THE LEFT, SET
 CO1501'IN A DRILL HOLE IN TOP OF THE NORTHEAST END OF SOUTHEAST HEADWALL OF
 CO1501'CONCRETE BOX CULVERT, 22.86 M (75.0 FT) SOUTHEAST OF THE CENTER OF
 CO1501'HIGHWAY AND ABOUT 3.05 M (10.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1502 ***********************************************************************
 CO1502  DESIGNATION -  25 V 36
 CO1502  PID         -  CO1502
 CO1502  STATE/COUNTY-  MS/LEAKE
 CO1502  USGS QUAD   -  OFAHOMA (1989)
 CO1502
 CO1502                         *CURRENT SURVEY CONTROL
 CO1502  ___________________________________________________________________
 CO1502* NAD 83(1986)-  32 38 00.     (N)    089 40 16.     (W)     SCALED    
 CO1502* NAVD 88     -       106.033  (meters)     347.88   (feet)  ADJUSTED  
 CO1502  ___________________________________________________________________
 CO1502  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1502  DYNAMIC HT  -         105.911 (meters)     347.48  (feet)  COMP
 CO1502  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CO1502
 CO1502  VERT ORDER  -  SECOND    CLASS II
 CO1502
 CO1502.The horizontal coordinates were scaled from a topographic map and have
 CO1502.an estimated accuracy of +/- 6 seconds.
 CO1502
 CO1502.The orthometric height was determined by differential leveling
 CO1502.and adjusted in June 1991.
 CO1502
 CO1502.The geoid height was determined by GEOID03.
 CO1502
 CO1502.The dynamic height is computed by dividing the NAVD 88
 CO1502.geopotential number by the normal gravity value computed on the
 CO1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1502.degrees latitude (g = 980.6199 gals.).
 CO1502
 CO1502.The modeled gravity was interpolated from observed gravity values.
 CO1502
 CO1502;                    North         East    Units  Estimated Accuracy
 CO1502;SPC MS E     -   347,690.      221,390.      MT  (+/- 180 meters Scaled)
 CO1502
 CO1502                          SUPERSEDED SURVEY CONTROL
 CO1502
 CO1502.No superseded survey control is available for this station.
 CO1502
 CO1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB494137(NAD 83)
 CO1502_MARKER: DD = SURVEY DISK
 CO1502_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1502_SP_SET: CULVERT
 CO1502_STAMPING: BM 25V36 1988
 CO1502_MARK LOGO: MSHD  
 CO1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1502+STABILITY: SURFACE MOTION
 CO1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1502+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1502
 CO1502  HISTORY     - Date     Condition        Report By
 CO1502  HISTORY     - 1988     MONUMENTED       MSHD
 CO1502
 CO1502                          STATION DESCRIPTION
 CO1502
 CO1502'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1502'7.81 KM (4.85 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1502'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1502'SOUTH ON HIGHWAY 25 FOR 1.29 KM (0.80 MI) TO THE MARK ON THE LEFT, SET
 CO1502'IN A DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF CONCRETE BOX
 CO1502'CULVERT, 30.18 M (99.0 FT) SOUTH OF THE CENTER OF HIGHWAY AND ABOUT
 CO1502'4.57 M (15.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1503 ***********************************************************************
 CO1503  DESIGNATION -  25 V 37
 CO1503  PID         -  CO1503
 CO1503  STATE/COUNTY-  MS/LEAKE
 CO1503  USGS QUAD   -  OFAHOMA (1989)
 CO1503
 CO1503                         *CURRENT SURVEY CONTROL
 CO1503  ___________________________________________________________________
 CO1503* NAD 83(1986)-  32 38 23.     (N)    089 39 19.     (W)     SCALED    
 CO1503* NAVD 88     -       116.033  (meters)     380.68   (feet)  ADJUSTED  
 CO1503  ___________________________________________________________________
 CO1503  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1503  DYNAMIC HT  -         115.900 (meters)     380.25  (feet)  COMP
 CO1503  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CO1503
 CO1503  VERT ORDER  -  SECOND    CLASS II
 CO1503
 CO1503.The horizontal coordinates were scaled from a topographic map and have
 CO1503.an estimated accuracy of +/- 6 seconds.
 CO1503
 CO1503.The orthometric height was determined by differential leveling
 CO1503.and adjusted in June 1991.
 CO1503
 CO1503.The geoid height was determined by GEOID03.
 CO1503
 CO1503.The dynamic height is computed by dividing the NAVD 88
 CO1503.geopotential number by the normal gravity value computed on the
 CO1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1503.degrees latitude (g = 980.6199 gals.).
 CO1503
 CO1503.The modeled gravity was interpolated from observed gravity values.
 CO1503
 CO1503;                    North         East    Units  Estimated Accuracy
 CO1503;SPC MS E     -   348,380.      222,880.      MT  (+/- 180 meters Scaled)
 CO1503
 CO1503                          SUPERSEDED SURVEY CONTROL
 CO1503
 CO1503.No superseded survey control is available for this station.
 CO1503
 CO1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB509144(NAD 83)
 CO1503_MARKER: DD = SURVEY DISK
 CO1503_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1503_SP_SET: CULVERT
 CO1503_STAMPING: BM 25V37 1988
 CO1503_MARK LOGO: MSHD  
 CO1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1503+STABILITY: SURFACE MOTION
 CO1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1503+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1503
 CO1503  HISTORY     - Date     Condition        Report By
 CO1503  HISTORY     - 1988     MONUMENTED       MSHD
 CO1503
 CO1503                          STATION DESCRIPTION
 CO1503
 CO1503'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1503'6.28 KM (3.90 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1503'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A CROSSROAD, CONTINUE
 CO1503'SOUTH ON HIGHWAY 25 FOR 1.10 KM (0.70 MI) TO THE MARK ON THE LEFT, SET
 CO1503'IN A DRILL HOLE IN TOP OF THE EAST END OF A 60 INCH FLARED END
 CO1503'CONCRETE PIPE CULVERT, 24.69 M (81.0 FT) EAST OF THE CENTER OF THE
 CO1503'HIGHWAY AND ABOUT 4.57 M (15.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1504 ***********************************************************************
 CO1504  DESIGNATION -  25 V 38
 CO1504  PID         -  CO1504
 CO1504  STATE/COUNTY-  MS/LEAKE
 CO1504  USGS QUAD   -  OFAHOMA (1989)
 CO1504
 CO1504                         *CURRENT SURVEY CONTROL
 CO1504  ___________________________________________________________________
 CO1504* NAD 83(1986)-  32 39 11.     (N)    089 39 04.     (W)     SCALED    
 CO1504* NAVD 88     -       105.099  (meters)     344.81   (feet)  ADJUSTED  
 CO1504  ___________________________________________________________________
 CO1504  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CO1504  DYNAMIC HT  -         104.979 (meters)     344.42  (feet)  COMP
 CO1504  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CO1504
 CO1504  VERT ORDER  -  SECOND    CLASS II
 CO1504
 CO1504.The horizontal coordinates were scaled from a topographic map and have
 CO1504.an estimated accuracy of +/- 6 seconds.
 CO1504
 CO1504.The orthometric height was determined by differential leveling
 CO1504.and adjusted in June 1991.
 CO1504
 CO1504.The geoid height was determined by GEOID03.
 CO1504
 CO1504.The dynamic height is computed by dividing the NAVD 88
 CO1504.geopotential number by the normal gravity value computed on the
 CO1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1504.degrees latitude (g = 980.6199 gals.).
 CO1504
 CO1504.The modeled gravity was interpolated from observed gravity values.
 CO1504
 CO1504;                    North         East    Units  Estimated Accuracy
 CO1504;SPC MS E     -   349,860.      223,280.      MT  (+/- 180 meters Scaled)
 CO1504
 CO1504                          SUPERSEDED SURVEY CONTROL
 CO1504
 CO1504.No superseded survey control is available for this station.
 CO1504
 CO1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB513159(NAD 83)
 CO1504_MARKER: DD = SURVEY DISK
 CO1504_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO1504+WITH SETTING: PAVEMENT
 CO1504_SP_SET: DROP INLET
 CO1504_STAMPING: BM 25V38 1988
 CO1504_MARK LOGO: MSHD  
 CO1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1504+STABILITY: SURFACE MOTION
 CO1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1504+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1504
 CO1504  HISTORY     - Date     Condition        Report By
 CO1504  HISTORY     - 1988     MONUMENTED       MSHD
 CO1504
 CO1504                          STATION DESCRIPTION
 CO1504
 CO1504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1504'4.83 KM (3.00 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1504'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO STATE HIGHWAY 13, CONTINUE
 CO1504'SOUTH ON HIGHWAY 25 FOR 1.13 KM (0.70 MI) TO THE MARK ON THE RIGHT,
 CO1504'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE DROP INLET,
 CO1504'13.11 M (43.0 FT) WEST OF THE CENTER OF HIGHWAY 25, 13.72 M (45.0 FT)
 CO1504'WEST OF THE CENTER OF THE PROPOSED SOUTH BOUND LANES OF HIGHWAY 25 AND
 CO1504'ABOUT 0.90 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1505 ***********************************************************************
 CO1505  DESIGNATION -  25 V 39
 CO1505  PID         -  CO1505
 CO1505  STATE/COUNTY-  MS/LEAKE
 CO1505  USGS QUAD   -  OFAHOMA (1989)
 CO1505
 CO1505                         *CURRENT SURVEY CONTROL
 CO1505  ___________________________________________________________________
 CO1505* NAD 83(1986)-  32 40 00.     (N)    089 38 45.     (W)     SCALED    
 CO1505* NAVD 88     -       101.450  (meters)     332.84   (feet)  ADJUSTED  
 CO1505  ___________________________________________________________________
 CO1505  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CO1505  DYNAMIC HT  -         101.334 (meters)     332.46  (feet)  COMP
 CO1505  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CO1505
 CO1505  VERT ORDER  -  SECOND    CLASS II
 CO1505
 CO1505.The horizontal coordinates were scaled from a topographic map and have
 CO1505.an estimated accuracy of +/- 6 seconds.
 CO1505
 CO1505.The orthometric height was determined by differential leveling
 CO1505.and adjusted in June 1991.
 CO1505
 CO1505.The geoid height was determined by GEOID03.
 CO1505
 CO1505.The dynamic height is computed by dividing the NAVD 88
 CO1505.geopotential number by the normal gravity value computed on the
 CO1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1505.degrees latitude (g = 980.6199 gals.).
 CO1505
 CO1505.The modeled gravity was interpolated from observed gravity values.
 CO1505
 CO1505;                    North         East    Units  Estimated Accuracy
 CO1505;SPC MS E     -   351,370.      223,790.      MT  (+/- 180 meters Scaled)
 CO1505
 CO1505                          SUPERSEDED SURVEY CONTROL
 CO1505
 CO1505.No superseded survey control is available for this station.
 CO1505
 CO1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB518174(NAD 83)
 CO1505_MARKER: DD = SURVEY DISK
 CO1505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1505_SP_SET: BRIDGE ABUTMENT
 CO1505_STAMPING: BM 25V39 1988
 CO1505_MARK LOGO: MSHD  
 CO1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1505+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1505
 CO1505  HISTORY     - Date     Condition        Report By
 CO1505  HISTORY     - 1988     MONUMENTED       MSHD
 CO1505
 CO1505                          STATION DESCRIPTION
 CO1505
 CO1505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1505'4.19 KM (2.60 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1505'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO THE MARK ON THE LEFT, SET
 CO1505'IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF CONCRETE BRIDGE OVER
 CO1505'THE PEARL RIVER, 11.28 M (37.0 FT) EAST OF THE CENTER OF HIGHWAY 25,
 CO1505'1.52 M (5.0 FT) BELOW THE LEVEL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1506 ***********************************************************************
 CO1506  DESIGNATION -  25 V 40
 CO1506  PID         -  CO1506
 CO1506  STATE/COUNTY-  MS/LEAKE
 CO1506  USGS QUAD   -  OFAHOMA (1989)
 CO1506
 CO1506                         *CURRENT SURVEY CONTROL
 CO1506  ___________________________________________________________________
 CO1506* NAD 83(1986)-  32 40 55.     (N)    089 38 18.     (W)     SCALED    
 CO1506* NAVD 88     -       101.322  (meters)     332.42   (feet)  ADJUSTED  
 CO1506  ___________________________________________________________________
 CO1506  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CO1506  DYNAMIC HT  -         101.206 (meters)     332.04  (feet)  COMP
 CO1506  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CO1506
 CO1506  VERT ORDER  -  SECOND    CLASS II
 CO1506
 CO1506.The horizontal coordinates were scaled from a topographic map and have
 CO1506.an estimated accuracy of +/- 6 seconds.
 CO1506
 CO1506.The orthometric height was determined by differential leveling
 CO1506.and adjusted in June 1991.
 CO1506
 CO1506.The geoid height was determined by GEOID03.
 CO1506
 CO1506.The dynamic height is computed by dividing the NAVD 88
 CO1506.geopotential number by the normal gravity value computed on the
 CO1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1506.degrees latitude (g = 980.6199 gals.).
 CO1506
 CO1506.The modeled gravity was interpolated from observed gravity values.
 CO1506
 CO1506;                    North         East    Units  Estimated Accuracy
 CO1506;SPC MS E     -   353,060.      224,500.      MT  (+/- 180 meters Scaled)
 CO1506
 CO1506                          SUPERSEDED SURVEY CONTROL
 CO1506
 CO1506.No superseded survey control is available for this station.
 CO1506
 CO1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB526191(NAD 83)
 CO1506_MARKER: DD = SURVEY DISK
 CO1506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1506_SP_SET: BRIDGE ABUTMENT
 CO1506_STAMPING: BM 25V40 1988
 CO1506_MARK LOGO: MSHD  
 CO1506_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1506+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1506
 CO1506  HISTORY     - Date     Condition        Report By
 CO1506  HISTORY     - 1988     MONUMENTED       MSHD
 CO1506
 CO1506                          STATION DESCRIPTION
 CO1506
 CO1506'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1506'2.50 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1506'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO THE MARK ON THE LEFT, SET
 CO1506'IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 CO1506'CONCRETE BRIDGE, 10.82 M (35.5 FT) EAST OF THE CENTER OF HIGHWAY 25
 CO1506'AND ABOUT 1.52 M (5.0 FT) BELOW THE LEVEL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1507 ***********************************************************************
 CO1507  DESIGNATION -  25 V 41
 CO1507  PID         -  CO1507
 CO1507  STATE/COUNTY-  MS/LEAKE
 CO1507  USGS QUAD   -  OFAHOMA (1989)
 CO1507
 CO1507                         *CURRENT SURVEY CONTROL
 CO1507  ___________________________________________________________________
 CO1507* NAD 83(1986)-  32 41 30.     (N)    089 37 59.     (W)     SCALED    
 CO1507* NAVD 88     -        99.874  (meters)     327.67   (feet)  ADJUSTED  
 CO1507  ___________________________________________________________________
 CO1507  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO1507  DYNAMIC HT  -          99.760 (meters)     327.30  (feet)  COMP
 CO1507  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CO1507
 CO1507  VERT ORDER  -  SECOND    CLASS II
 CO1507
 CO1507.The horizontal coordinates were scaled from a topographic map and have
 CO1507.an estimated accuracy of +/- 6 seconds.
 CO1507
 CO1507.The orthometric height was determined by differential leveling
 CO1507.and adjusted in June 1991.
 CO1507
 CO1507.The geoid height was determined by GEOID03.
 CO1507
 CO1507.The dynamic height is computed by dividing the NAVD 88
 CO1507.geopotential number by the normal gravity value computed on the
 CO1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1507.degrees latitude (g = 980.6199 gals.).
 CO1507
 CO1507.The modeled gravity was interpolated from observed gravity values.
 CO1507
 CO1507;                    North         East    Units  Estimated Accuracy
 CO1507;SPC MS E     -   354,130.      225,010.      MT  (+/- 180 meters Scaled)
 CO1507
 CO1507                          SUPERSEDED SURVEY CONTROL
 CO1507
 CO1507.No superseded survey control is available for this station.
 CO1507
 CO1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB531201(NAD 83)
 CO1507_MARKER: DD = SURVEY DISK
 CO1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1507_SP_SET: CONCRETE POST
 CO1507_STAMPING: BM 25V41 1988
 CO1507_MARK LOGO: MSHD  
 CO1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1507+STABILITY: SURFACE MOTION
 CO1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1507+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1507
 CO1507  HISTORY     - Date     Condition        Report By
 CO1507  HISTORY     - 1988     MONUMENTED       MSHD
 CO1507
 CO1507                          STATION DESCRIPTION
 CO1507
 CO1507'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1507'1.29 KM (0.80 MI) SOUTH ALONG STATE HIGHWAY 25 FROM STATE HIGHWAY 16
 CO1507'ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A PRIVATE ROAD AND MARK ON
 CO1507'THE LEFT, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 0.03 M
 CO1507'(0.1 FT), 32.16 M (105.5 FT) EAST OF THE CENTER OF HIGHWAY 25, 5.18 M
 CO1507'(17.0 FT) SOUTH OF THE CENTER OF PRIVATE ROAD, 2.44 M (8.0 FT) SOUTH
 CO1507'OF SOUTH GATE POST, 0.45 M (1.5 FT) WEST OF A FENCE, 0.45 M (1.5 FT)
 CO1507'SOUTH OF A CARSONITE WITNESS POST AND ABOUT 1.83 M (6.0 FT) BELOW THE
 CO1507'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1508 ***********************************************************************
 CO1508  DESIGNATION -  25 V 42
 CO1508  PID         -  CO1508
 CO1508  STATE/COUNTY-  MS/LEAKE
 CO1508  USGS QUAD   -  OFAHOMA (1989)
 CO1508
 CO1508                         *CURRENT SURVEY CONTROL
 CO1508  ___________________________________________________________________
 CO1508* NAD 83(1986)-  32 42 17.     (N)    089 37 40.     (W)     SCALED    
 CO1508* NAVD 88     -       107.340  (meters)     352.16   (feet)  ADJUSTED  
 CO1508  ___________________________________________________________________
 CO1508  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO1508  DYNAMIC HT  -         107.218 (meters)     351.76  (feet)  COMP
 CO1508  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CO1508
 CO1508  VERT ORDER  -  SECOND    CLASS II
 CO1508
 CO1508.The horizontal coordinates were scaled from a topographic map and have
 CO1508.an estimated accuracy of +/- 6 seconds.
 CO1508
 CO1508.The orthometric height was determined by differential leveling
 CO1508.and adjusted in June 1991.
 CO1508
 CO1508.The geoid height was determined by GEOID03.
 CO1508
 CO1508.The dynamic height is computed by dividing the NAVD 88
 CO1508.geopotential number by the normal gravity value computed on the
 CO1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1508.degrees latitude (g = 980.6199 gals.).
 CO1508
 CO1508.The modeled gravity was interpolated from observed gravity values.
 CO1508
 CO1508;                    North         East    Units  Estimated Accuracy
 CO1508;SPC MS E     -   355,570.      225,510.      MT  (+/- 180 meters Scaled)
 CO1508
 CO1508                          SUPERSEDED SURVEY CONTROL
 CO1508
 CO1508.No superseded survey control is available for this station.
 CO1508
 CO1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB536216(NAD 83)
 CO1508_MARKER: DD = SURVEY DISK
 CO1508_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO1508+WITH SETTING: PAVEMENT
 CO1508_SP_SET: DROP INLET
 CO1508_STAMPING: BM 25V42 1988
 CO1508_MARK LOGO: MSHD  
 CO1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1508+STABILITY: SURFACE MOTION
 CO1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1508+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1508
 CO1508  HISTORY     - Date     Condition        Report By
 CO1508  HISTORY     - 1988     MONUMENTED       MSHD
 CO1508
 CO1508                          STATION DESCRIPTION
 CO1508
 CO1508'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1508'0.24 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1508'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO THE MARK
 CO1508'ON THE LEFT, SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER OF
 CO1508'A CONCRETE DROP INLET, 13.41 M (44.0 FT) WEST OF THE CENTER OF THE
 CO1508'NORTH BOUND LANES OF HIGHWAY 25, 13.41 M (44.0 FT) EAST OF THE CENTER
 CO1508'OF THE SOUTH BOUND LANES OF HIGHWAY 25 AND ABOUT 0.91 M (3.0 FT) BELOW
 CO1508'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1509 ***********************************************************************
 CO1509  DESIGNATION -  25 V 43
 CO1509  PID         -  CO1509
 CO1509  STATE/COUNTY-  MS/LEAKE
 CO1509  USGS QUAD   -  CARTHAGE (1989)
 CO1509
 CO1509                         *CURRENT SURVEY CONTROL
 CO1509  ___________________________________________________________________
 CO1509* NAD 83(1986)-  32 43 02.     (N)    089 37 16.     (W)     SCALED    
 CO1509* NAVD 88     -       112.167  (meters)     368.00   (feet)  ADJUSTED  
 CO1509  ___________________________________________________________________
 CO1509  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO1509  DYNAMIC HT  -         112.039 (meters)     367.58  (feet)  COMP
 CO1509  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CO1509
 CO1509  VERT ORDER  -  SECOND    CLASS II
 CO1509
 CO1509.The horizontal coordinates were scaled from a topographic map and have
 CO1509.an estimated accuracy of +/- 6 seconds.
 CO1509
 CO1509.The orthometric height was determined by differential leveling
 CO1509.and adjusted in June 1991.
 CO1509
 CO1509.The geoid height was determined by GEOID03.
 CO1509
 CO1509.The dynamic height is computed by dividing the NAVD 88
 CO1509.geopotential number by the normal gravity value computed on the
 CO1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1509.degrees latitude (g = 980.6199 gals.).
 CO1509
 CO1509.The modeled gravity was interpolated from observed gravity values.
 CO1509
 CO1509;                    North         East    Units  Estimated Accuracy
 CO1509;SPC MS E     -   356,960.      226,150.      MT  (+/- 180 meters Scaled)
 CO1509
 CO1509                          SUPERSEDED SURVEY CONTROL
 CO1509
 CO1509.No superseded survey control is available for this station.
 CO1509
 CO1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB543229(NAD 83)
 CO1509_MARKER: DD = SURVEY DISK
 CO1509_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1509_SP_SET: CULVERT
 CO1509_STAMPING: BM 25V43 1988
 CO1509_MARK LOGO: MSHD  
 CO1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1509+STABILITY: SURFACE MOTION
 CO1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1509+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1509
 CO1509  HISTORY     - Date     Condition        Report By
 CO1509  HISTORY     - 1988     MONUMENTED       MSHD
 CO1509
 CO1509                          STATION DESCRIPTION
 CO1509
 CO1509'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1509'1.61 KM (1.00 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1509'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1509'CROSSROAD, CONTINUE NORTH ON HIGHWAY 25 FOR 0.16 KM (0.10 MI) TO THE
 CO1509'MARK ON THE RIGHT,  IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 CO1509'HEADWALL OF CONCRETE PIPE CULVERT, 14.94 M (49.0 FT) SOUTHEAST OF THE
 CO1509'CENTER OF HIGHWAY 25 AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1510 ***********************************************************************
 CO1510  DESIGNATION -  25 V 44
 CO1510  PID         -  CO1510
 CO1510  STATE/COUNTY-  MS/LEAKE
 CO1510  USGS QUAD   -  CARTHAGE (1989)
 CO1510
 CO1510                         *CURRENT SURVEY CONTROL
 CO1510  ___________________________________________________________________
 CO1510* NAD 83(1986)-  32 43 41.     (N)    089 36 57.     (W)     SCALED    
 CO1510* NAVD 88     -       118.416  (meters)     388.50   (feet)  ADJUSTED  
 CO1510  ___________________________________________________________________
 CO1510  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO1510  DYNAMIC HT  -         118.281 (meters)     388.06  (feet)  COMP
 CO1510  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 CO1510
 CO1510  VERT ORDER  -  SECOND    CLASS II
 CO1510
 CO1510.The horizontal coordinates were scaled from a topographic map and have
 CO1510.an estimated accuracy of +/- 6 seconds.
 CO1510
 CO1510.The orthometric height was determined by differential leveling
 CO1510.and adjusted in June 1991.
 CO1510
 CO1510.The geoid height was determined by GEOID03.
 CO1510
 CO1510.The dynamic height is computed by dividing the NAVD 88
 CO1510.geopotential number by the normal gravity value computed on the
 CO1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1510.degrees latitude (g = 980.6199 gals.).
 CO1510
 CO1510.The modeled gravity was interpolated from observed gravity values.
 CO1510
 CO1510;                    North         East    Units  Estimated Accuracy
 CO1510;SPC MS E     -   358,150.      226,650.      MT  (+/- 180 meters Scaled)
 CO1510
 CO1510                          SUPERSEDED SURVEY CONTROL
 CO1510
 CO1510.No superseded survey control is available for this station.
 CO1510
 CO1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB548241(NAD 83)
 CO1510_MARKER: DD = SURVEY DISK
 CO1510_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1510_SP_SET: CULVERT
 CO1510_STAMPING: BM 25V44 1988
 CO1510_MARK LOGO: MSHD  
 CO1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1510+STABILITY: SURFACE MOTION
 CO1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1510+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1510
 CO1510  HISTORY     - Date     Condition        Report By
 CO1510  HISTORY     - 1988     MONUMENTED       MSHD
 CO1510  HISTORY     - 20031124 MARK NOT FOUND   MSSU
 CO1510
 CO1510                          STATION DESCRIPTION
 CO1510
 CO1510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1510'1.61 KM (1.00 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1510'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1510'CROSSROAD, CONTINUE NORTH ON HIGHWAY 25 FOR 1.29 KM (0.80 MI) TO THE
 CO1510'MARK ON THE LEFT, SET IN THE TOP OF THE WEST END OF A 36 INCH FLARED
 CO1510'END CONCRETE PIPE CULVERT, 21.03 M (69.0 FT) NORTHWEST OF THE CENTER
 CO1510'OF HIGHWAY 25 AND 1.83 M (6.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CO1510
 CO1510                          STATION RECOVERY (2003)
 CO1510
 CO1510'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (TM)
 CO1510'THIS MARK WAS NOT FOUND FOR SOME UNKNOWN REASON. A POSSIBLE REASON IS
 CO1510'THAT HWY 25 WAS RECONFIGURED FROM A TWO-LANE HIGHWAY TO A FOUR LANE
 CO1510'HIGHWAY AND THIS MONUMENT MAY HAVE BEEN REMOVED IN THE PROCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1511 ***********************************************************************
 CO1511  DESIGNATION -  25 V 45
 CO1511  PID         -  CO1511
 CO1511  STATE/COUNTY-  MS/LEAKE
 CO1511  USGS QUAD   -  CARTHAGE (1989)
 CO1511
 CO1511                         *CURRENT SURVEY CONTROL
 CO1511  ___________________________________________________________________
 CO1511* NAD 83(1986)-  32 44 27.     (N)    089 36 19.     (W)     SCALED    
 CO1511* NAVD 88     -       120.634  (meters)     395.78   (feet)  ADJUSTED  
 CO1511  ___________________________________________________________________
 CO1511  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO1511  DYNAMIC HT  -         120.497 (meters)     395.33  (feet)  COMP
 CO1511  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CO1511
 CO1511  VERT ORDER  -  SECOND    CLASS II
 CO1511
 CO1511.The horizontal coordinates were scaled from a topographic map and have
 CO1511.an estimated accuracy of +/- 6 seconds.
 CO1511
 CO1511.The orthometric height was determined by differential leveling
 CO1511.and adjusted in June 1991.
 CO1511
 CO1511.The geoid height was determined by GEOID03.
 CO1511
 CO1511.The dynamic height is computed by dividing the NAVD 88
 CO1511.geopotential number by the normal gravity value computed on the
 CO1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1511.degrees latitude (g = 980.6199 gals.).
 CO1511
 CO1511.The modeled gravity was interpolated from observed gravity values.
 CO1511
 CO1511;                    North         East    Units  Estimated Accuracy
 CO1511;SPC MS E     -   359,560.      227,650.      MT  (+/- 180 meters Scaled)
 CO1511
 CO1511                          SUPERSEDED SURVEY CONTROL
 CO1511
 CO1511.No superseded survey control is available for this station.
 CO1511
 CO1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB558255(NAD 83)
 CO1511_MARKER: DD = SURVEY DISK
 CO1511_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1511_SP_SET: CULVERT
 CO1511_STAMPING: BM 25V45 1988
 CO1511_MARK LOGO: MSHD  
 CO1511_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1511+STABILITY: SURFACE MOTION
 CO1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1511+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1511
 CO1511  HISTORY     - Date     Condition        Report By
 CO1511  HISTORY     - 1988     MONUMENTED       MSHD
 CO1511
 CO1511                          STATION DESCRIPTION
 CO1511
 CO1511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1511'4.11 KM (2.55 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1511'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1511'CROSSROAD, CONTINUE NORTH ON HIGHWAY 25 FOR 0.72 KM (0.45 MI) TO THE
 CO1511'MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWA
 CO1511'OF 84 INCH CONCRETE PIPE CULVERT, 28.35 M (93.0 FT) SOUTHEAST OF THE
 CO1511'CENTER OF HIGHWAY 25, 24.38 M (80.0 FT) SOUTHWEST OF THE CENTER OF A
 CO1511'RAMP AND ABOUT 6.1 M (20.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1512 ***********************************************************************
 CO1512  DESIGNATION -  25 V 46
 CO1512  PID         -  CO1512
 CO1512  STATE/COUNTY-  MS/LEAKE
 CO1512  USGS QUAD   -  CONWAY (1989)
 CO1512
 CO1512                         *CURRENT SURVEY CONTROL
 CO1512  ___________________________________________________________________
 CO1512* NAD 83(1986)-  32 45 11.     (N)    089 35 36.     (W)     SCALED    
 CO1512* NAVD 88     -       130.041  (meters)     426.64   (feet)  ADJUSTED  
 CO1512  ___________________________________________________________________
 CO1512  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO1512  DYNAMIC HT  -         129.894 (meters)     426.16  (feet)  COMP
 CO1512  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 CO1512
 CO1512  VERT ORDER  -  SECOND    CLASS II
 CO1512
 CO1512.The horizontal coordinates were scaled from a topographic map and have
 CO1512.an estimated accuracy of +/- 6 seconds.
 CO1512
 CO1512.The orthometric height was determined by differential leveling
 CO1512.and adjusted in June 1991.
 CO1512
 CO1512.The geoid height was determined by GEOID03.
 CO1512
 CO1512.The dynamic height is computed by dividing the NAVD 88
 CO1512.geopotential number by the normal gravity value computed on the
 CO1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1512.degrees latitude (g = 980.6199 gals.).
 CO1512
 CO1512.The modeled gravity was interpolated from observed gravity values.
 CO1512
 CO1512;                    North         East    Units  Estimated Accuracy
 CO1512;SPC MS E     -   360,910.      228,780.      MT  (+/- 180 meters Scaled)
 CO1512
 CO1512                          SUPERSEDED SURVEY CONTROL
 CO1512
 CO1512.No superseded survey control is available for this station.
 CO1512
 CO1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB570268(NAD 83)
 CO1512_MARKER: DD = SURVEY DISK
 CO1512_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1512_SP_SET: CULVERT
 CO1512_STAMPING: BM 25V46 1988
 CO1512_MARK LOGO: MSHD  
 CO1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1512+STABILITY: SURFACE MOTION
 CO1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1512+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1512
 CO1512  HISTORY     - Date     Condition        Report By
 CO1512  HISTORY     - 1988     MONUMENTED       MSHD
 CO1512
 CO1512                          STATION DESCRIPTION
 CO1512
 CO1512'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1512'6.12 KM (3.80 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1512'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1512'CROSSROAD, CONTINUE NORTH ON HIGHWAY 25 FOR 0.48 KM (0.30 MI) TO THE
 CO1512'MARK ON THE LEFT, SET IN A DRILL HOLE IN TOP OF THE NORTHWEST END OF A
 CO1512'24 INCH FLARED END CONCRETE PIPE CULVERT, 12.50 M (41.0 FT) NORTHWEST
 CO1512'OF THE CENTER OF HIGHWAY 25 AND ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL
 CO1512'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1513 ***********************************************************************
 CO1513  DESIGNATION -  25 V 47
 CO1513  PID         -  CO1513
 CO1513  STATE/COUNTY-  MS/LEAKE
 CO1513  USGS QUAD   -  CONWAY (1989)
 CO1513
 CO1513                         *CURRENT SURVEY CONTROL
 CO1513  ___________________________________________________________________
 CO1513* NAD 83(1986)-  32 45 30.     (N)    089 34 51.     (W)     SCALED    
 CO1513* NAVD 88     -       114.011  (meters)     374.05   (feet)  ADJUSTED  
 CO1513  ___________________________________________________________________
 CO1513  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO1513  DYNAMIC HT  -         113.882 (meters)     373.63  (feet)  COMP
 CO1513  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CO1513
 CO1513  VERT ORDER  -  SECOND    CLASS II
 CO1513
 CO1513.The horizontal coordinates were scaled from a topographic map and have
 CO1513.an estimated accuracy of +/- 6 seconds.
 CO1513
 CO1513.The orthometric height was determined by differential leveling
 CO1513.and adjusted in June 1991.
 CO1513
 CO1513.The geoid height was determined by GEOID03.
 CO1513
 CO1513.The dynamic height is computed by dividing the NAVD 88
 CO1513.geopotential number by the normal gravity value computed on the
 CO1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1513.degrees latitude (g = 980.6199 gals.).
 CO1513
 CO1513.The modeled gravity was interpolated from observed gravity values.
 CO1513
 CO1513;                    North         East    Units  Estimated Accuracy
 CO1513;SPC MS E     -   361,490.      229,960.      MT  (+/- 180 meters Scaled)
 CO1513
 CO1513                          SUPERSEDED SURVEY CONTROL
 CO1513
 CO1513.No superseded survey control is available for this station.
 CO1513
 CO1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB582274(NAD 83)
 CO1513_MARKER: DD = SURVEY DISK
 CO1513_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1513_SP_SET: CULVERT
 CO1513_STAMPING: BM 25V47 1988
 CO1513_MARK LOGO: MSHD  
 CO1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1513+STABILITY: SURFACE MOTION
 CO1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1513+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1513
 CO1513  HISTORY     - Date     Condition        Report By
 CO1513  HISTORY     - 1988     MONUMENTED       MSHD
 CO1513
 CO1513                          STATION DESCRIPTION
 CO1513
 CO1513'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1513'6.12 KM (3.80 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1513'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1513'CROSSROAD, CONTINUE NORTH ON HIGHWAY 25 FOR 1.77 KM (1.10 MI) TO THE
 CO1513'MARK ON THE LEFT, SET IN A DRILL HOLE IN TOP OF THE NORTHEAST END OF
 CO1513'THE SOUTHEAST HEADWALL OF A DOUBLE CONCRETE BOX CULVERT, 14.63 M
 CO1513'(48.0 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 25 AND ABOUT 0.90 M
 CO1513'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1514 ***********************************************************************
 CO1514  DESIGNATION -  25 V 48
 CO1514  PID         -  CO1514
 CO1514  STATE/COUNTY-  MS/LEAKE
 CO1514  USGS QUAD   -  CONWAY (1989)
 CO1514
 CO1514                         *CURRENT SURVEY CONTROL
 CO1514  ___________________________________________________________________
 CO1514* NAD 83(1986)-  32 45 55.     (N)    089 34 07.     (W)     SCALED    
 CO1514* NAVD 88     -       134.527  (meters)     441.36   (feet)  ADJUSTED  
 CO1514  ___________________________________________________________________
 CO1514  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO1514  DYNAMIC HT  -         134.375 (meters)     440.86  (feet)  COMP
 CO1514  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 CO1514
 CO1514  VERT ORDER  -  SECOND    CLASS II
 CO1514
 CO1514.The horizontal coordinates were scaled from a topographic map and have
 CO1514.an estimated accuracy of +/- 6 seconds.
 CO1514
 CO1514.The orthometric height was determined by differential leveling
 CO1514.and adjusted in June 1991.
 CO1514
 CO1514.The geoid height was determined by GEOID03.
 CO1514
 CO1514.The dynamic height is computed by dividing the NAVD 88
 CO1514.geopotential number by the normal gravity value computed on the
 CO1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1514.degrees latitude (g = 980.6199 gals.).
 CO1514
 CO1514.The modeled gravity was interpolated from observed gravity values.
 CO1514
 CO1514;                    North         East    Units  Estimated Accuracy
 CO1514;SPC MS E     -   362,250.      231,110.      MT  (+/- 180 meters Scaled)
 CO1514
 CO1514                          SUPERSEDED SURVEY CONTROL
 CO1514
 CO1514.No superseded survey control is available for this station.
 CO1514
 CO1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB593281(NAD 83)
 CO1514_MARKER: DD = SURVEY DISK
 CO1514_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1514_SP_SET: CULVERT
 CO1514_STAMPING: BM 25V48 1988
 CO1514_MARK LOGO: MSHD  
 CO1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1514+STABILITY: SURFACE MOTION
 CO1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1514+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1514
 CO1514  HISTORY     - Date     Condition        Report By
 CO1514  HISTORY     - 1988     MONUMENTED       MSHD
 CO1514
 CO1514                          STATION DESCRIPTION
 CO1514
 CO1514'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1514'8.53 KM (5.30 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1514'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1514'CROSSROAD, CONTINUE NORTHEAST ON HIGHWAY 25 FOR 0.89 KM (0.55 MI) TO
 CO1514'THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF A 24 INCH FLARED END
 CO1514'CONCRETE PIPE CULVERT, 23.0 M (75.5 FT) NORTH OF THE CENTER OF HIGHWAY
 CO1514'25 AND ABOUT 4.57 M (15.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1515 ***********************************************************************
 CO1515  DESIGNATION -  25 V 49
 CO1515  PID         -  CO1515
 CO1515  STATE/COUNTY-  MS/LEAKE
 CO1515  USGS QUAD   -  CONWAY (1989)
 CO1515
 CO1515                         *CURRENT SURVEY CONTROL
 CO1515  ___________________________________________________________________
 CO1515* NAD 83(1986)-  32 46 05.     (N)    089 33 21.     (W)     SCALED    
 CO1515* NAVD 88     -       127.421  (meters)     418.05   (feet)  ADJUSTED  
 CO1515  ___________________________________________________________________
 CO1515  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO1515  DYNAMIC HT  -         127.277 (meters)     417.57  (feet)  COMP
 CO1515  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CO1515
 CO1515  VERT ORDER  -  SECOND    CLASS II
 CO1515
 CO1515.The horizontal coordinates were scaled from a topographic map and have
 CO1515.an estimated accuracy of +/- 6 seconds.
 CO1515
 CO1515.The orthometric height was determined by differential leveling
 CO1515.and adjusted in June 1991.
 CO1515
 CO1515.The geoid height was determined by GEOID03.
 CO1515
 CO1515.The dynamic height is computed by dividing the NAVD 88
 CO1515.geopotential number by the normal gravity value computed on the
 CO1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1515.degrees latitude (g = 980.6199 gals.).
 CO1515
 CO1515.The modeled gravity was interpolated from observed gravity values.
 CO1515
 CO1515;                    North         East    Units  Estimated Accuracy
 CO1515;SPC MS E     -   362,550.      232,310.      MT  (+/- 180 meters Scaled)
 CO1515
 CO1515                          SUPERSEDED SURVEY CONTROL
 CO1515
 CO1515.No superseded survey control is available for this station.
 CO1515
 CO1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB605284(NAD 83)
 CO1515_MARKER: DD = SURVEY DISK
 CO1515_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1515_SP_SET: CULVERT
 CO1515_STAMPING: BM 25V49 1988
 CO1515_MARK LOGO: MSHD  
 CO1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1515+STABILITY: SURFACE MOTION
 CO1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1515+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1515
 CO1515  HISTORY     - Date     Condition        Report By
 CO1515  HISTORY     - 1988     MONUMENTED       MSHD
 CO1515
 CO1515                          STATION DESCRIPTION
 CO1515
 CO1515'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1515'10.63 KM (6.60 MI) NORTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1515'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1515'CROSSROAD AND THE MARK ON THE RIGHT, SET IN A DRILL HOLE IN TOP OF THE
 CO1515'SOUTH END OF A 24 INCH FLARED END CONCRETE PIPE CULVERT. 60.35 M
 CO1515'(198.0 FT) WEST OF THE CENTER OF A PAVED ROAD, 16.15 M (53.0 FT) SOUTH
 CO1515'OF THE CENTER OF HIGHWAY 25 AND ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL
 CO1515'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1016 ***********************************************************************
 CO1016  CBN         -  This is a Cooperative Base Network Control Station.
 CO1016  DESIGNATION -  25 V 50
 CO1016  PID         -  CO1016
 CO1016  STATE/COUNTY-  MS/LEAKE
 CO1016  USGS QUAD   -  CONWAY (1989)
 CO1016
 CO1016                         *CURRENT SURVEY CONTROL
 CO1016  ___________________________________________________________________
 CO1016* NAD 83(2007)-  32 45 16.34733(N)    089 32 19.35416(W)     ADJUSTED  
 CO1016* NAVD 88     -       114.326  (meters)     375.08   (feet)  ADJUSTED  
 CO1016  ___________________________________________________________________
 CO1016  EPOCH DATE  -        2002.00
 CO1016  X           -      43,228.176 (meters)                     COMP
 CO1016  Y           -  -5,369,151.235 (meters)                     COMP
 CO1016  Z           -   3,431,143.822 (meters)                     COMP
 CO1016  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CO1016  ELLIP HEIGHT-          87.118 (meters)          (02/10/07) ADJUSTED
 CO1016  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CO1016  DYNAMIC HT  -         114.196 (meters)     374.66  (feet)  COMP
 CO1016
 CO1016  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1016  Type    PID    Designation                      North   East  Ellip
 CO1016  -------------------------------------------------------------------
 CO1016  NETWORK CO1016 25 V 50                           0.51   0.71   2.00
 CO1016  -------------------------------------------------------------------
 CO1016  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CO1016
 CO1016  VERT ORDER  -  SECOND    CLASS II
 CO1016
 CO1016.The horizontal coordinates were established by GPS observations
 CO1016.and adjusted by the National Geodetic Survey in February 2007.
 CO1016
 CO1016.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1016.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1016.The horizontal coordinates are valid at the epoch date displayed above.
 CO1016.The epoch date for horizontal control is a decimal equivalence
 CO1016.of Year/Month/Day.
 CO1016
 CO1016.The orthometric height was determined by differential leveling
 CO1016.and adjusted in June 1991.
 CO1016
 CO1016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1016
 CO1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1016
 CO1016.The ellipsoidal height was determined by GPS observations
 CO1016.and is referenced to NAD 83.
 CO1016
 CO1016.The geoid height was determined by GEOID03.
 CO1016
 CO1016.The dynamic height is computed by dividing the NAVD 88
 CO1016.geopotential number by the normal gravity value computed on the
 CO1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1016.degrees latitude (g = 980.6199 gals.).
 CO1016
 CO1016.The modeled gravity was interpolated from observed gravity values.
 CO1016
 CO1016;                    North         East     Units Scale Factor Converg.
 CO1016;SPC MS E     -   361,038.899   233,901.014   MT  1.00000385   -0 22 53.9
 CO1016;SPC MS E     - 1,184,508.45    767,390.24   sFT  1.00000385   -0 22 53.9
 CO1016;UTM  16      - 3,626,927.890   262,157.327   MT  1.00029759   -1 22 27.1
 CO1016
 CO1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1016!SPC MS E     -   0.99998632  x   1.00000385  =   0.99999017
 CO1016!UTM  16      -   0.99998632  x   1.00029759  =   1.00028391
 CO1016
 CO1016                          SUPERSEDED SURVEY CONTROL
 CO1016
 CO1016  ELLIP H (04/15/02)   87.083  (m)                       GP(       ) 4 2
 CO1016  ELLIP H (02/15/02)   87.081  (m)                       GP(       ) 4 1
 CO1016  NAD 83(1986)-  32 45 16.36079(N)    089 32 19.35147(W) AD(       ) 1
 CO1016  NAD 83(1993)-  32 45 16.34712(N)    089 32 19.35403(W) AD(       ) B
 CO1016  ELLIP H (01/12/94)   87.177  (m)                       GP(       ) 4 1
 CO1016  NAVD 88 (01/12/94)  114.33   (m)          375.1    (f) LEVELING    3  
 CO1016  NGVD 29 (??/??/92)  114.345  (m)          375.15   (f) ADJ UNCH    2 2
 CO1016
 CO1016.Superseded values are not recommended for survey control.
 CO1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1016.See file dsdata.txt to determine how the superseded data were derived.
 CO1016
 CO1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB6215726928(NAD 83)
 CO1016_MARKER: DD = SURVEY DISK
 CO1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1016_SP_SET: CONCRETE POST
 CO1016_STAMPING: BM 25V 50 1975
 CO1016_MARK LOGO: MSHD  
 CO1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1016+STABILITY: SURFACE MOTION
 CO1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1016+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2000
 CO1016
 CO1016  HISTORY     - Date     Condition        Report By
 CO1016  HISTORY     - 1975     MONUMENTED       MSHD
 CO1016  HISTORY     - 19880413 GOOD             MSHD
 CO1016  HISTORY     - 19880601 GOOD             MSHD
 CO1016  HISTORY     - 19921006 GOOD             MSHD
 CO1016  HISTORY     - 19930503 GOOD
 CO1016  HISTORY     - 19940220 GOOD             NOS
 CO1016  HISTORY     - 20000220 GOOD             NGS
 CO1016
 CO1016                          STATION DESCRIPTION
 CO1016
 CO1016'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1016'RECOVERED IN GOOD CONDITION.
 CO1016
 CO1016                          STATION RECOVERY (1988)
 CO1016
 CO1016'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1016'2.57 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 CO1016'OF STATE HIGHWAY 16 AND 35 IN CARTHAGE, TO A SIDE ROAD AND MARK, AT
 CO1016'EAST RIGHT-OF-WAY OF STATE HIGHWAY 35 NEAR THE NORTHWEST CORNER OF THE
 CO1016'CYCLONE FENCE AROUND TAYLORS MACHINE WORKS, 1.6 KM (1.0 MI) SOUTH
 CO1016'OF THE JUNCTION OFR STATE HIGHWAY 35 IN THE 1/4 OF SECTION 1, T 10N,
 CO1016'R 7E, 80.0 FT EAST OF THE CENTER OF HIGHWAY 35, 26.0 FT SOUTH OF THE
 CO1016'CENTER OF A BLACK TOP STREET, 13.0 FT NORTHEAST OF POLE NUMBER 2 1/4,
 CO1016'11.5 FT NORTHEAST OF A FIRE PLUG, 2.5 FT SOUTHWEST OF THE NORTHWEST
 CO1016'CORNER OF A CYCLONE FENCE, 1.5 FT NORTH-NORTHWEST OF A METAL WITNESS
 CO1016'POST, IN TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH, AND
 CO1016'LEVEL WITH THE HIGHWAY.
 CO1016
 CO1016                          STATION RECOVERY (1992)
 CO1016
 CO1016'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CO1016'MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH OF THE CENTER OF CARTHAGE
 CO1016'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 35 AND
 CO1016'INDUSTRIAL DRIVE, ON THE EAST R.O.W. OF HIGHWAY 35, 1 MI (1.6 KM)
 CO1016'SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 25 AND 35, NEAR THE
 CO1016'NORTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE TAYLOR MACHINE
 CO1016'WORKS AND IS IN SECTION 1, T 10N, R 7E.
 CO1016'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND STATE HIGHWAY
 CO1016'35 IN CARTHAGE, GO NORTH ON STATE HIGHWAY 35 FOR 1.6 MI (2.6 KM) TO A
 CO1016'SIDE STREET AND THE MARK ON THE RIGHT.
 CO1016'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO1016'LEVEL WITH THE HIGHWAY, PROJECTING 1 INCH, 80 FT (24.4 M) EAST OF THE
 CO1016'CENTER OF HIGHWAY 35, 24 FT (7.3 M) SOUTH OF THE CENTER OF INDUSTRIAL
 CO1016'DRIVE, 13 FT (4.0 M) NORTHEAST OF POLE NUMBER 2 1/4, 11.5 FT (3.5 M)
 CO1016'NORTHEAST OF A FIRE PLUG, 2.5 FT (0.8 M) SOUTHWEST OF THE NORTHWEST
 CO1016'CORNER OF THE CHAIN LINK FENCE AND 1.5 FT (0.5 M) NORTH NORTHWEST OF
 CO1016'A METAL WITNESS POST.
 CO1016
 CO1016                          STATION RECOVERY (1993)
 CO1016
 CO1016'RECOVERED 1993
 CO1016'RECOVERED IN GOOD CONDITION.
 CO1016
 CO1016                          STATION RECOVERY (1994)
 CO1016
 CO1016'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 CO1016'RECOVERED AS DESCRIBED.
 CO1016
 CO1016                          STATION RECOVERY (2000)
 CO1016
 CO1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1016'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1017 ***********************************************************************
 CO1017  DESIGNATION -  25 V 51
 CO1017  PID         -  CO1017
 CO1017  STATE/COUNTY-  MS/LEAKE
 CO1017  USGS QUAD   -  CONWAY (1989)
 CO1017
 CO1017                         *CURRENT SURVEY CONTROL
 CO1017  ___________________________________________________________________
 CO1017* NAD 83(1986)-  32 45 57.     (N)    089 32 27.     (W)     SCALED    
 CO1017* NAVD 88     -       113.966  (meters)     373.90   (feet)  ADJUSTED  
 CO1017  ___________________________________________________________________
 CO1017  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CO1017  DYNAMIC HT  -         113.837 (meters)     373.48  (feet)  COMP
 CO1017  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CO1017
 CO1017  VERT ORDER  -  SECOND    CLASS II
 CO1017
 CO1017.The horizontal coordinates were scaled from a topographic map and have
 CO1017.an estimated accuracy of +/- 6 seconds.
 CO1017
 CO1017.The orthometric height was determined by differential leveling
 CO1017.and adjusted in June 1991.
 CO1017
 CO1017.The geoid height was determined by GEOID03.
 CO1017
 CO1017.The dynamic height is computed by dividing the NAVD 88
 CO1017.geopotential number by the normal gravity value computed on the
 CO1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1017.degrees latitude (g = 980.6199 gals.).
 CO1017
 CO1017.The modeled gravity was interpolated from observed gravity values.
 CO1017
 CO1017;                    North         East    Units  Estimated Accuracy
 CO1017;SPC MS E     -   362,290.      233,710.      MT  (+/- 180 meters Scaled)
 CO1017
 CO1017                          SUPERSEDED SURVEY CONTROL
 CO1017
 CO1017  NGVD 29 (??/??/92)  113.987  (m)          373.97   (f) ADJ UNCH    2 2
 CO1017
 CO1017.Superseded values are not recommended for survey control.
 CO1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1017.See file dsdata.txt to determine how the superseded data were derived.
 CO1017
 CO1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB619281(NAD 83)
 CO1017_MARKER: DD = SURVEY DISK
 CO1017_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1017_SP_SET: BOX CULVERT
 CO1017_STAMPING: BM 25V 51 1975
 CO1017_MARK LOGO: MSHD  
 CO1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1017+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CO1017
 CO1017  HISTORY     - Date     Condition        Report By
 CO1017  HISTORY     - UNK      MONUMENTED
 CO1017  HISTORY     - 19880413 GOOD             MSHD
 CO1017  HISTORY     - 19880601 GOOD             MSHD
 CO1017
 CO1017                          STATION DESCRIPTION
 CO1017
 CO1017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1017'RECOVERED IN GOOD CONDITION.
 CO1017
 CO1017                          STATION RECOVERY (1988)
 CO1017
 CO1017'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1017'4.1 KM (2.5 MI) NORTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF
 CO1017'STATE HIGHWAY 16 AND 35 IN CARTHAGE TO THE MARK ON THE LEFT, IN
 CO1017'THE NORTH END OF WEST HEADWALL OF A 14 X 14 FOOT CONCRETE BOX CULVERT
 CO1017'UNDER STATE HIGHWAY 35, ALSO 0.16 KM (0.1 MI) SOUTH OF THE JUNCTION
 CO1017'IN THE NORTHEAST 1/4 OF SECTION 35, T 1N, R 7E, 43.0 FEET WEST OF THE
 CO1017'CENTER OF HIDS SOUTHWEST OF THE CREST OF A HILL IN THE SOUTHEAST 1/4
 CO1017'OF THE SOUTHWEST 1/4 OD SECTION 25, T 11N, R 7E, 63.0 FT SOUTHEAST
 CO1017'OF THE CENTER OF HIGHWAY 25, 14.0 FT SOUTHEAST  OF THE CENTER OF A
 CO1017'WOODS ROAD, 1.5 FT SOUTHWEST OF A METAL WITNESS POST, IN TOP OF A
 CO1017'ROUND CONCRETE POST, PROJECTING 2 INCHES AND LEVEL WITH THE GROUND.
 CO1017'POST, IN TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH, AND
 CO1017'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1018 ***********************************************************************
 CO1018  DESIGNATION -  25 V 52
 CO1018  PID         -  CO1018
 CO1018  STATE/COUNTY-  MS/LEAKE
 CO1018  USGS QUAD   -  CONWAY (1989)
 CO1018
 CO1018                         *CURRENT SURVEY CONTROL
 CO1018  ___________________________________________________________________
 CO1018* NAD 83(1986)-  32 46 14.     (N)    089 31 51.     (W)     SCALED    
 CO1018* NAVD 88     -       128.967  (meters)     423.12   (feet)  ADJUSTED  
 CO1018  ___________________________________________________________________
 CO1018  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CO1018  DYNAMIC HT  -         128.822 (meters)     422.64  (feet)  COMP
 CO1018  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CO1018
 CO1018  VERT ORDER  -  SECOND    CLASS II
 CO1018
 CO1018.The horizontal coordinates were scaled from a topographic map and have
 CO1018.an estimated accuracy of +/- 6 seconds.
 CO1018
 CO1018.The orthometric height was determined by differential leveling
 CO1018.and adjusted in June 1991.
 CO1018
 CO1018.The geoid height was determined by GEOID03.
 CO1018
 CO1018.The dynamic height is computed by dividing the NAVD 88
 CO1018.geopotential number by the normal gravity value computed on the
 CO1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1018.degrees latitude (g = 980.6199 gals.).
 CO1018
 CO1018.The modeled gravity was interpolated from observed gravity values.
 CO1018
 CO1018;                    North         East    Units  Estimated Accuracy
 CO1018;SPC MS E     -   362,810.      234,650.      MT  (+/- 180 meters Scaled)
 CO1018
 CO1018                          SUPERSEDED SURVEY CONTROL
 CO1018
 CO1018  NGVD 29 (??/??/92)  129.011  (m)          423.26   (f) ADJ UNCH    2 2
 CO1018
 CO1018.Superseded values are not recommended for survey control.
 CO1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1018.See file dsdata.txt to determine how the superseded data were derived.
 CO1018
 CO1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB629286(NAD 83)
 CO1018_MARKER: DD = SURVEY DISK
 CO1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1018_SP_SET: CONCRETE POST
 CO1018_STAMPING: BM 25V52 1975
 CO1018_MARK LOGO: MSHD  
 CO1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1018+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CO1018
 CO1018  HISTORY     - Date     Condition        Report By
 CO1018  HISTORY     - UNK      MONUMENTED
 CO1018  HISTORY     - 19880413 GOOD             MSHD
 CO1018  HISTORY     - 19880601 GOOD             MSHD
 CO1018
 CO1018                          STATION DESCRIPTION
 CO1018
 CO1018'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1018'RECOVERED IN GOOD CONDITION.
 CO1018
 CO1018                          STATION RECOVERY (1988)
 CO1018
 CO1018'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1018'4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF
 CO1018'STATE HIGHWAY 16 AND 35 IN CARTHAGE TO THE JUNCTION OF STATE HIGHWAY
 CO1018'25, TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 25 FOR 1.05 KM (0.65 MI
 CO1018'TO MARK ON THR RIGHT, AT THE SOUTHEAST RIGHT-OF-WAY OF STATE HIGHWAY 2
 CO1018'ABOUT 50 YARDS SOUTHWEST OF THE CREST OF A HILL IN THE SOUTHEAST 1/4
 CO1018'OF THE SOUTHWEST 1/4 OD SECTION 25, T 11N, R 7E, 63.0 FT SOUTHEAST
 CO1018'OF THE CENTER OF HIGHWAY 25, 14.0 FT SOUTHEAST  OF THE CENTER OF A
 CO1018'WOODS ROAD, 1.5 FT SOUTHWEST OF A METAL WITNESS POST, IN TOP OF A
 CO1018'ROUND CONCRETE POST, PROJECTING 2 INCHES AND LEVEL WITH THE GROUND.
 CO1018'POST, IN TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH, AND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1019 ***********************************************************************
 CO1019  DESIGNATION -  25 V 53
 CO1019  PID         -  CO1019
 CO1019  STATE/COUNTY-  MS/LEAKE
 CO1019  USGS QUAD   -  CONWAY (1989)
 CO1019
 CO1019                         *CURRENT SURVEY CONTROL
 CO1019  ___________________________________________________________________
 CO1019* NAD 83(1986)-  32 46 33.     (N)    089 31 27.     (W)     SCALED    
 CO1019* NAVD 88     -       117.958  (meters)     387.00   (feet)  ADJUSTED  
 CO1019  ___________________________________________________________________
 CO1019  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CO1019  DYNAMIC HT  -         117.825 (meters)     386.56  (feet)  COMP
 CO1019  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 CO1019
 CO1019  VERT ORDER  -  SECOND    CLASS II
 CO1019
 CO1019.The horizontal coordinates were scaled from a topographic map and have
 CO1019.an estimated accuracy of +/- 6 seconds.
 CO1019
 CO1019.The orthometric height was determined by differential leveling
 CO1019.and adjusted in June 1991.
 CO1019
 CO1019.The geoid height was determined by GEOID03.
 CO1019
 CO1019.The dynamic height is computed by dividing the NAVD 88
 CO1019.geopotential number by the normal gravity value computed on the
 CO1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1019.degrees latitude (g = 980.6199 gals.).
 CO1019
 CO1019.The modeled gravity was interpolated from observed gravity values.
 CO1019
 CO1019;                    North         East    Units  Estimated Accuracy
 CO1019;SPC MS E     -   363,390.      235,280.      MT  (+/- 180 meters Scaled)
 CO1019
 CO1019                          SUPERSEDED SURVEY CONTROL
 CO1019
 CO1019.No superseded survey control is available for this station.
 CO1019
 CO1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB635292(NAD 83)
 CO1019_MARKER: DD = SURVEY DISK
 CO1019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1019_SP_SET: CULVERT HEADWALL
 CO1019_STAMPING: BM 25V53 1975
 CO1019_MARK LOGO: MSHD  
 CO1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1019+STABILITY: SURFACE MOTION
 CO1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1019+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1988
 CO1019
 CO1019  HISTORY     - Date     Condition        Report By
 CO1019  HISTORY     - UNK      MONUMENTED
 CO1019  HISTORY     - 19880413 GOOD             MSHD
 CO1019  HISTORY     - 19880721 GOOD             MSHD
 CO1019
 CO1019                          STATION DESCRIPTION
 CO1019
 CO1019'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1019'RECOVERED IN GOOD CONDITION.
 CO1019
 CO1019                          STATION RECOVERY (1988)
 CO1019
 CO1019'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1019'ABOUT 2.9 MILES (4.7 KM) NORTHEAST OF CARTHAGE IN THE NORTHWEST
 CO1019'HEADWALL OF A BOX CULVERT UNDER STATE HIGHWAY 25, 0.5 MILE (0.8 KM)
 CO1019'SOUTHWEST OF A CROSSROAD WITH THE SOUTH LEG LEADING TO THE AIRPORT IN
 CO1019'THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SEC 30, T 11N, R 8E.  IT IS
 CO1019'19 FEET (5.8 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 1.7 FEET
 CO1019'(0.5 M) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 2 FEET
 CO1019'(0.6 M) SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 CO1019'NORTHEAST END OF THE NORTHWEST HEADWALL OF A 12 X 8 FOOT (2.4 M)
 CO1019'DOUBLE CONCRETE BOX CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.  TO
 CO1019'REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO
 CO1019'NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 CO1019'STATE HIGHWAY 25.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 1.2
 CO1019'MILES (1.9 KM) TO THE CULVERT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1020 ***********************************************************************
 CO1020  DESIGNATION -  25 V 54
 CO1020  PID         -  CO1020
 CO1020  STATE/COUNTY-  MS/LEAKE
 CO1020  USGS QUAD   -  CONWAY (1989)
 CO1020
 CO1020                         *CURRENT SURVEY CONTROL
 CO1020  ___________________________________________________________________
 CO1020* NAD 83(1986)-  32 47 07.     (N)    089 30 43.     (W)     SCALED    
 CO1020* NAVD 88     -       131.511  (meters)     431.47   (feet)  ADJUSTED  
 CO1020  ___________________________________________________________________
 CO1020  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CO1020  DYNAMIC HT  -         131.363 (meters)     430.98  (feet)  COMP
 CO1020  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 CO1020
 CO1020  VERT ORDER  -  SECOND    CLASS II
 CO1020
 CO1020.The horizontal coordinates were scaled from a topographic map and have
 CO1020.an estimated accuracy of +/- 6 seconds.
 CO1020
 CO1020.The orthometric height was determined by differential leveling
 CO1020.and adjusted in June 1991.
 CO1020
 CO1020.The geoid height was determined by GEOID03.
 CO1020
 CO1020.The dynamic height is computed by dividing the NAVD 88
 CO1020.geopotential number by the normal gravity value computed on the
 CO1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1020.degrees latitude (g = 980.6199 gals.).
 CO1020
 CO1020.The modeled gravity was interpolated from observed gravity values.
 CO1020
 CO1020;                    North         East    Units  Estimated Accuracy
 CO1020;SPC MS E     -   364,430.      236,430.      MT  (+/- 180 meters Scaled)
 CO1020
 CO1020                          SUPERSEDED SURVEY CONTROL
 CO1020
 CO1020  NGVD 29 (??/??/92)  131.552  (m)          431.60   (f) ADJ UNCH    2 2
 CO1020
 CO1020.Superseded values are not recommended for survey control.
 CO1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1020.See file dsdata.txt to determine how the superseded data were derived.
 CO1020
 CO1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB647302(NAD 83)
 CO1020_MARKER: DD = SURVEY DISK
 CO1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1020_STAMPING: BM 25V 54 1975
 CO1020_MARK LOGO: MSHD  
 CO1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1020+STABILITY: SURFACE MOTION
 CO1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1020+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1020
 CO1020  HISTORY     - Date     Condition        Report By
 CO1020  HISTORY     - UNK      MONUMENTED
 CO1020  HISTORY     - 19880721 GOOD             MSHD
 CO1020  HISTORY     - 19880721 GOOD             MSHD
 CO1020
 CO1020                          STATION DESCRIPTION
 CO1020
 CO1020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1020'RECOVERED IN GOOD CONDITION.
 CO1020
 CO1020                          STATION RECOVERY (1988)
 CO1020
 CO1020'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1020'ABOUT 3.6 MILES (5.8 KM) NORTHEAST OF THE CENTER OF RIGHT OF WAY ON
 CO1020'THE NORTHWEST OF STATE HIGHWAY 25 IN THE SOUTHWEST 1/4 OF THE
 CO1020'SOUTHEAST 1/4 OF SEC 19, T 11N, R 8E.  IT IS 161 FEET (49.1 M)
 CO1020'NORTHWEST OF THE CENTER OF HIGHWAY 25, 107 FEET (32.6 M)
 CO1020'WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 43
 CO1020'FEET (13.1 M) WEST OF THE CENTER OF A CIRCULAR DRIVE, 13.5 FEET
 CO1020'(4.1 M) WEST OF THE SOUTHWEST GATE POST, 6.5 FEET (2.0 M)
 CO1020'SOUTH-SOUTHEAST OF AN 8 INCH PINE ACTING AS A FENCE CORNER, 1.5 FEET
 CO1020'(0.5 M) SOUTH-SOUTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT (0.3 M)
 CO1020'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CO1020'POST ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 CO1020'2 INCHES.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND 35
 CO1020'IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO
 CO1020'THE JUNCTION OF STATE HIGHWAY 25.  TURN RIGHT AND GO EAST ON STATE
 CO1020'HIGHWAY 25 FOR 1.75 MILES (2.82 KM) TO THE AIRPORT ROAD ON THE RIGHT,
 CO1020'CONTINUE NORTHEAST ON STATE HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO A
 CO1020'DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1021 ***********************************************************************
 CO1021  DESIGNATION -  25 V 55
 CO1021  PID         -  CO1021
 CO1021  STATE/COUNTY-  MS/LEAKE
 CO1021  USGS QUAD   -  CONWAY (1989)
 CO1021
 CO1021                         *CURRENT SURVEY CONTROL
 CO1021  ___________________________________________________________________
 CO1021* NAD 83(1986)-  32 47 37.     (N)    089 30 02.     (W)     SCALED    
 CO1021* NAVD 88     -       131.334  (meters)     430.88   (feet)  ADJUSTED  
 CO1021  ___________________________________________________________________
 CO1021  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CO1021  DYNAMIC HT  -         131.187 (meters)     430.40  (feet)  COMP
 CO1021  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 CO1021
 CO1021  VERT ORDER  -  SECOND    CLASS II
 CO1021
 CO1021.The horizontal coordinates were scaled from a topographic map and have
 CO1021.an estimated accuracy of +/- 6 seconds.
 CO1021
 CO1021.The orthometric height was determined by differential leveling
 CO1021.and adjusted in June 1991.
 CO1021
 CO1021.The geoid height was determined by GEOID03.
 CO1021
 CO1021.The dynamic height is computed by dividing the NAVD 88
 CO1021.geopotential number by the normal gravity value computed on the
 CO1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1021.degrees latitude (g = 980.6199 gals.).
 CO1021
 CO1021.The modeled gravity was interpolated from observed gravity values.
 CO1021
 CO1021;                    North         East    Units  Estimated Accuracy
 CO1021;SPC MS E     -   365,350.      237,500.      MT  (+/- 180 meters Scaled)
 CO1021
 CO1021                          SUPERSEDED SURVEY CONTROL
 CO1021
 CO1021  NGVD 29 (??/??/92)  131.374  (m)          431.02   (f) ADJ UNCH    2 2
 CO1021
 CO1021.Superseded values are not recommended for survey control.
 CO1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1021.See file dsdata.txt to determine how the superseded data were derived.
 CO1021
 CO1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB658311(NAD 83)
 CO1021_MARKER: DD = SURVEY DISK
 CO1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1021_STAMPING: BM 25V55 1975
 CO1021_MARK LOGO: MSHD  
 CO1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1021+STABILITY: SURFACE MOTION
 CO1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1021+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1021
 CO1021  HISTORY     - Date     Condition        Report By
 CO1021  HISTORY     - UNK      MONUMENTED
 CO1021  HISTORY     - 19880721 GOOD             MSHD
 CO1021  HISTORY     - 19880721 GOOD             MSHD
 CO1021
 CO1021                          STATION DESCRIPTION
 CO1021
 CO1021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1021'RECOVERED IN GOOD CONDITION.
 CO1021
 CO1021                          STATION RECOVERY (1988)
 CO1021
 CO1021'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1021'ABOUT 4.5 MILES (7.2 KM) NORTHEAST OF CARTHAGE AT THE EDGE OF A TREE
 CO1021'LINE JUST BEYOND THE NORTHWEST RIGHT OF WAY OF STATE HIGHWAY 25, 1.25
 CO1021'MILES (2.01 KM) NORTHEAST OF A BLACK TOP ROAD LEADING TO THE AIRPORT
 CO1021'IN THE NORTHWEST 1/4 OF SEC 20, T 11N, R 8E.  IT IS 119 FEET
 CO1021'(36.3 M) NORTHWEST OF THE CENTER OF HIGHWAY 25 AND ABOUT 17 FEET
 CO1021'(5.2 M) NORTHWEST OF THE CENTER OF AN OLD ROAD, 1 FOOT (0.3 M) SOUTH
 CO1021'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 CO1021'15 FEET (4.6 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 CO1021'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND 35 IN
 CO1021'CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE
 CO1021'JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 CO1021'25 FOR 2.6 MILES (4.2 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTHEAST ON
 CO1021'STATE HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1022 ***********************************************************************
 CO1022  DESIGNATION -  25 V 56
 CO1022  PID         -  CO1022
 CO1022  STATE/COUNTY-  MS/LEAKE
 CO1022  USGS QUAD   -  RENFROE (1989)
 CO1022
 CO1022                         *CURRENT SURVEY CONTROL
 CO1022  ___________________________________________________________________
 CO1022* NAD 83(1986)-  32 48 15.     (N)    089 29 32.     (W)     SCALED    
 CO1022* NAVD 88     -       154.418  (meters)     506.62   (feet)  ADJUSTED  
 CO1022  ___________________________________________________________________
 CO1022  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CO1022  DYNAMIC HT  -         154.246 (meters)     506.06  (feet)  COMP
 CO1022  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CO1022
 CO1022  VERT ORDER  -  SECOND    CLASS II
 CO1022
 CO1022.The horizontal coordinates were scaled from a topographic map and have
 CO1022.an estimated accuracy of +/- 6 seconds.
 CO1022
 CO1022.The orthometric height was determined by differential leveling
 CO1022.and adjusted in June 1991.
 CO1022
 CO1022.The geoid height was determined by GEOID03.
 CO1022
 CO1022.The dynamic height is computed by dividing the NAVD 88
 CO1022.geopotential number by the normal gravity value computed on the
 CO1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1022.degrees latitude (g = 980.6199 gals.).
 CO1022
 CO1022.The modeled gravity was interpolated from observed gravity values.
 CO1022
 CO1022;                    North         East    Units  Estimated Accuracy
 CO1022;SPC MS E     -   366,510.      238,290.      MT  (+/- 180 meters Scaled)
 CO1022
 CO1022                          SUPERSEDED SURVEY CONTROL
 CO1022
 CO1022  NGVD 29 (??/??/92)  154.457  (m)          506.75   (f) ADJ UNCH    2 2
 CO1022
 CO1022.Superseded values are not recommended for survey control.
 CO1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1022.See file dsdata.txt to determine how the superseded data were derived.
 CO1022
 CO1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB666323(NAD 83)
 CO1022_MARKER: DD = SURVEY DISK
 CO1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1022_STAMPING: BM 25V56 1975
 CO1022_MARK LOGO: MSHD  
 CO1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1022+STABILITY: SURFACE MOTION
 CO1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1022+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1022
 CO1022  HISTORY     - Date     Condition        Report By
 CO1022  HISTORY     - UNK      MONUMENTED
 CO1022  HISTORY     - 19880721 GOOD             MSHD
 CO1022  HISTORY     - 19880721 GOOD             MSHD
 CO1022
 CO1022                          STATION DESCRIPTION
 CO1022
 CO1022'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1022'RECOVERED IN GOOD CONDITION.
 CO1022
 CO1022                          STATION RECOVERY (1988)
 CO1022
 CO1022'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1022'ABOUT 5.3 MILES (8.5 KM) NORTHEAST OF CARTHAGE IN THE NORTHWEST ANGLE
 CO1022'OF A CROSSROAD, 4.5 MILES (7.2 KM) SOUTHWEST OF THE COMMUNITY OF
 CO1022'RENFROE IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SEC 17, T 11N, R
 CO1022'8E.  IT IS 218 FEET (66.4 M) NORTHWEST OF THE CENTER OF HIGHWAY 25,
 CO1022'69 FEET (21.0 M) WEST OF THE CENTER OF A GRAVELED ROAD, 119 FEET
 CO1022'(36.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 3 FEET
 CO1022'(0.9 M) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 CO1022'WIRE, 1 FOOT (0.3 M) EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 CO1022'ROUND CONCRETE POST ABOUT 25 FEET (7.6 M) ABOVE THE LEVEL OF THE
 CO1022'HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE INTERSECTION OF
 CO1022'STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR
 CO1022'2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT
 CO1022'AND GO EAST ON STATE HIGHWAY 25 FOR 4 MILES (6.4 KM) TO A CROSSROAD
 CO1022'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1023 ***********************************************************************
 CO1023  DESIGNATION -  25 V 57
 CO1023  PID         -  CO1023
 CO1023  STATE/COUNTY-  MS/LEAKE
 CO1023  USGS QUAD   -  RENFROE (1989)
 CO1023
 CO1023                         *CURRENT SURVEY CONTROL
 CO1023  ___________________________________________________________________
 CO1023* NAD 83(1986)-  32 48 35.     (N)    089 29 14.     (W)     SCALED    
 CO1023* NAVD 88     -       148.229  (meters)     486.31   (feet)  ADJUSTED  
 CO1023  ___________________________________________________________________
 CO1023  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CO1023  DYNAMIC HT  -         148.063 (meters)     485.77  (feet)  COMP
 CO1023  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CO1023
 CO1023  VERT ORDER  -  SECOND    CLASS II
 CO1023
 CO1023.The horizontal coordinates were scaled from a topographic map and have
 CO1023.an estimated accuracy of +/- 6 seconds.
 CO1023
 CO1023.The orthometric height was determined by differential leveling
 CO1023.and adjusted in June 1991.
 CO1023
 CO1023.The geoid height was determined by GEOID03.
 CO1023
 CO1023.The dynamic height is computed by dividing the NAVD 88
 CO1023.geopotential number by the normal gravity value computed on the
 CO1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1023.degrees latitude (g = 980.6199 gals.).
 CO1023
 CO1023.The modeled gravity was interpolated from observed gravity values.
 CO1023
 CO1023;                    North         East    Units  Estimated Accuracy
 CO1023;SPC MS E     -   367,130.      238,760.      MT  (+/- 180 meters Scaled)
 CO1023
 CO1023                          SUPERSEDED SURVEY CONTROL
 CO1023
 CO1023  NGVD 29 (??/??/92)  148.267  (m)          486.44   (f) ADJ UNCH    2 2
 CO1023
 CO1023.Superseded values are not recommended for survey control.
 CO1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1023.See file dsdata.txt to determine how the superseded data were derived.
 CO1023
 CO1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB671329(NAD 83)
 CO1023_MARKER: DD = SURVEY DISK
 CO1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1023_STAMPING: BM 25V57 1975
 CO1023_MARK LOGO: MSHD  
 CO1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1023+STABILITY: SURFACE MOTION
 CO1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1023+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1023
 CO1023  HISTORY     - Date     Condition        Report By
 CO1023  HISTORY     - UNK      MONUMENTED
 CO1023  HISTORY     - 19880721 GOOD             MSHD
 CO1023  HISTORY     - 19880721 GOOD             MSHD
 CO1023
 CO1023                          STATION DESCRIPTION
 CO1023
 CO1023'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1023'RECOVERED IN GOOD CONDITION.
 CO1023
 CO1023                          STATION RECOVERY (1988)
 CO1023
 CO1023'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1023'ABOUT 5.8 MILES (9.3 KM) NORTHEAST OF CARTHAGE ON THE NORTHWEST RIGHT
 CO1023'OF WAY OF STATE HIGHWAY 25 IN THE NORTHWEST ANGLE OF A ROAD JUNCTION,
 CO1023'4 MILES (6.4 KM) SOUTHWEST OF THE COMMUNITY OF RENFROE, 0.1 MILE
 CO1023'(0.2 KM) NORTHEAST OF SWEENEYS STORE IN THE NORTHWEST 1/4 OF SEC 16,
 CO1023'T 11N, R 8E.  IT IS 151 FEET (46.0 M) NORTHWEST OF THE CENTER OF
 CO1023'HIGHWAY 25, 48 FEET (14.6 M) NORTH OF THE CENTER OF A GRAVELED ROAD,
 CO1023'11 FEET (3.4 M) SOUTHWEST OF A POWER POLE WITH GUY WIRES, 8 FEET
 CO1023'(2.4 M) EAST OF A RIGHT OF WAY MARKER, 1.5 FEET (0.5 M) SOUTHEAST OF
 CO1023'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND
 CO1023'ABOUT 4 FEET (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 CO1023'THE GROUND.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND
 CO1023'35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM)
 CO1023'TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE
 CO1023'HIGHWAY 25 FOR 4.6 MILES (7.4 KM) TO A SIDE ROAD AND THE MARK ON THE
 CO1023'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1024 ***********************************************************************
 CO1024  DESIGNATION -  25 V 58
 CO1024  PID         -  CO1024
 CO1024  STATE/COUNTY-  MS/LEAKE
 CO1024  USGS QUAD   -  RENFROE (1989)
 CO1024
 CO1024                         *CURRENT SURVEY CONTROL
 CO1024  ___________________________________________________________________
 CO1024* NAD 83(1986)-  32 49 14.     (N)    089 28 45.     (W)     SCALED    
 CO1024* NAVD 88     -       114.818  (meters)     376.70   (feet)  ADJUSTED  
 CO1024  ___________________________________________________________________
 CO1024  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CO1024  DYNAMIC HT  -         114.689 (meters)     376.28  (feet)  COMP
 CO1024  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CO1024
 CO1024  VERT ORDER  -  SECOND    CLASS II
 CO1024
 CO1024.The horizontal coordinates were scaled from a topographic map and have
 CO1024.an estimated accuracy of +/- 6 seconds.
 CO1024
 CO1024.The orthometric height was determined by differential leveling
 CO1024.and adjusted in June 1991.
 CO1024
 CO1024.The geoid height was determined by GEOID03.
 CO1024
 CO1024.The dynamic height is computed by dividing the NAVD 88
 CO1024.geopotential number by the normal gravity value computed on the
 CO1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1024.degrees latitude (g = 980.6199 gals.).
 CO1024
 CO1024.The modeled gravity was interpolated from observed gravity values.
 CO1024
 CO1024;                    North         East    Units  Estimated Accuracy
 CO1024;SPC MS E     -   368,320.      239,530.      MT  (+/- 180 meters Scaled)
 CO1024
 CO1024                          SUPERSEDED SURVEY CONTROL
 CO1024
 CO1024  NGVD 29 (??/??/92)  114.855  (m)          376.82   (f) ADJ UNCH    2 2
 CO1024
 CO1024.Superseded values are not recommended for survey control.
 CO1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1024.See file dsdata.txt to determine how the superseded data were derived.
 CO1024
 CO1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB679341(NAD 83)
 CO1024_MARKER: DD = SURVEY DISK
 CO1024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1024_SP_SET: BRIDGE RAIL
 CO1024_STAMPING: BM 25V58 1975
 CO1024_MARK LOGO: MSHD  
 CO1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1024+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1024
 CO1024  HISTORY     - Date     Condition        Report By
 CO1024  HISTORY     - UNK      MONUMENTED
 CO1024  HISTORY     - 19880721 GOOD             MSHD
 CO1024  HISTORY     - 19880721 GOOD             MSHD
 CO1024
 CO1024                          STATION DESCRIPTION
 CO1024
 CO1024'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1024'RECOVERED IN GOOD CONDITION.
 CO1024
 CO1024                          STATION RECOVERY (1988)
 CO1024
 CO1024'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1024'ABOUT 6.2 MILES (10.0 KM) NORTHEAST OF CARTHAGE IN A CONCRETE BRIDGE,
 CO1024'3.2 MILES (5.1 KM) SOUTHWEST OF THE COMMUNITY OF RENFROE IN THE
 CO1024'SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, T 11N, R 8E.  IT IS
 CO1024'16 FEET (4.9 M) SOUTHEAST OF THE CENTER OF HIGHWAY 25, 3.5 FEET
 CO1024'(1.1 M) WEST OF A METAL WITNESS POST, 1.5 FEET (0.5 M) WEST OF THE
 CO1024'END OF THE BASE OF THE RAIL SET IN A DRILL HOLE IN THE BASE OF THE
 CO1024'CURVED PART OF THE CONCRETE RAIL OF A 300 FOOT (91.4 M) BRIDGE AT THE
 CO1024'SOUTHEAST END OF THE NORTHEAST END OF THE BRIDGE AND IS ABOUT 8
 CO1024'INCHES ABOVE THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 CO1024'INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE
 CO1024'HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY
 CO1024'25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 5.2 MILES
 CO1024'(8.4 KM) TO A SIDE ROAD LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY 25
 CO1024'FOR 0.3 MILE (0.5 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1025 ***********************************************************************
 CO1025  DESIGNATION -  25 V 59
 CO1025  PID         -  CO1025
 CO1025  STATE/COUNTY-  MS/LEAKE
 CO1025  USGS QUAD   -  RENFROE (1989)
 CO1025
 CO1025                         *CURRENT SURVEY CONTROL
 CO1025  ___________________________________________________________________
 CO1025* NAD 83(1986)-  32 49 53.     (N)    089 28 16.     (W)     SCALED    
 CO1025* NAVD 88     -       129.392  (meters)     424.51   (feet)  ADJUSTED  
 CO1025  ___________________________________________________________________
 CO1025  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CO1025  DYNAMIC HT  -         129.247 (meters)     424.04  (feet)  COMP
 CO1025  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 CO1025
 CO1025  VERT ORDER  -  SECOND    CLASS II
 CO1025
 CO1025.The horizontal coordinates were scaled from a topographic map and have
 CO1025.an estimated accuracy of +/- 6 seconds.
 CO1025
 CO1025.The orthometric height was determined by differential leveling
 CO1025.and adjusted in June 1991.
 CO1025
 CO1025.The geoid height was determined by GEOID03.
 CO1025
 CO1025.The dynamic height is computed by dividing the NAVD 88
 CO1025.geopotential number by the normal gravity value computed on the
 CO1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1025.degrees latitude (g = 980.6199 gals.).
 CO1025
 CO1025.The modeled gravity was interpolated from observed gravity values.
 CO1025
 CO1025;                    North         East    Units  Estimated Accuracy
 CO1025;SPC MS E     -   369,520.      240,290.      MT  (+/- 180 meters Scaled)
 CO1025
 CO1025                          SUPERSEDED SURVEY CONTROL
 CO1025
 CO1025  NGVD 29 (??/??/92)  129.428  (m)          424.63   (f) ADJ UNCH    2 2
 CO1025
 CO1025.Superseded values are not recommended for survey control.
 CO1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1025.See file dsdata.txt to determine how the superseded data were derived.
 CO1025
 CO1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB686353(NAD 83)
 CO1025_MARKER: DD = SURVEY DISK
 CO1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1025_STAMPING: BM 25V59 1975
 CO1025_MARK LOGO: MSHD  
 CO1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1025+STABILITY: SURFACE MOTION
 CO1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1025+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1025
 CO1025  HISTORY     - Date     Condition        Report By
 CO1025  HISTORY     - UNK      MONUMENTED
 CO1025  HISTORY     - 19880721 GOOD             MSHD
 CO1025  HISTORY     - 19880721 GOOD             MSHD
 CO1025
 CO1025                          STATION DESCRIPTION
 CO1025
 CO1025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1025'RECOVERED IN GOOD CONDITION.
 CO1025
 CO1025                          STATION RECOVERY (1988)
 CO1025
 CO1025'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1025'ABOUT 7.5 MILES (12.1 KM) NORTHEAST OF CARTHAGE ON THE NORTHWEST RIGHT
 CO1025'OF WAY OF STATE HIGHWAY 25 IN THE SOUTHWEST ANGLE OF A JUNCTION, 2.5
 CO1025'MILES (4.0 KM) SOUTHWEST OF THE COMMUNITY OF RENFROE IN THE NORTHWEST
 CO1025'1/4 OF THE SOUTHWEST 1/4 OF SEC 3, T 11N, R 8E.  IT IS 144 FEET
 CO1025'(43.9 M) SOUTH OF A RIGHT OF WAY MARKER IN A PASTURE, 137.5 FEET
 CO1025'(41.9 M) NORTHEAST OF A POWER POLE, 143 FEET (43.6 M) SOUTHWEST OF
 CO1025'THE CENTER OF A GRAVELED ROAD, 67 FEET (20.4 M) NORTHWEST OF THE
 CO1025'CENTER OF HIGHWAY 25, 3.5 FEET (1.1 M) SOUTHEAST OF A FENCE, 2.5 FEET
 CO1025'(0.8 M) SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CO1025'CONCRETE POST ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND
 CO1025'PROJECTS 3 INCHES.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY
 CO1025'16 AND 35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES
 CO1025'(4.26 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST
 CO1025'ON STATE HIGHWAY 25 FOR 6.4 MILES (10.3 KM) TO A SIDE ROAD AND THE
 CO1025'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1026 ***********************************************************************
 CO1026  DESIGNATION -  25 V 60
 CO1026  PID         -  CO1026
 CO1026  STATE/COUNTY-  MS/LEAKE
 CO1026  USGS QUAD   -  RENFROE (1989)
 CO1026
 CO1026                         *CURRENT SURVEY CONTROL
 CO1026  ___________________________________________________________________
 CO1026* NAD 83(1986)-  32 50 41.     (N)    089 27 48.     (W)     SCALED    
 CO1026* NAVD 88     -       126.634  (meters)     415.46   (feet)  ADJUSTED  
 CO1026  ___________________________________________________________________
 CO1026  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CO1026  DYNAMIC HT  -         126.493 (meters)     415.00  (feet)  COMP
 CO1026  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CO1026
 CO1026  VERT ORDER  -  SECOND    CLASS II
 CO1026
 CO1026.The horizontal coordinates were scaled from a topographic map and have
 CO1026.an estimated accuracy of +/- 6 seconds.
 CO1026
 CO1026.The orthometric height was determined by differential leveling
 CO1026.and adjusted in June 1991.
 CO1026
 CO1026.The geoid height was determined by GEOID03.
 CO1026
 CO1026.The dynamic height is computed by dividing the NAVD 88
 CO1026.geopotential number by the normal gravity value computed on the
 CO1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1026.degrees latitude (g = 980.6199 gals.).
 CO1026
 CO1026.The modeled gravity was interpolated from observed gravity values.
 CO1026
 CO1026;                    North         East    Units  Estimated Accuracy
 CO1026;SPC MS E     -   371,000.      241,020.      MT  (+/- 180 meters Scaled)
 CO1026
 CO1026                          SUPERSEDED SURVEY CONTROL
 CO1026
 CO1026  NGVD 29 (??/??/92)  126.669  (m)          415.58   (f) ADJ UNCH    2 2
 CO1026
 CO1026.Superseded values are not recommended for survey control.
 CO1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1026.See file dsdata.txt to determine how the superseded data were derived.
 CO1026
 CO1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB694367(NAD 83)
 CO1026_MARKER: DD = SURVEY DISK
 CO1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1026_STAMPING: BM 25V60 1975
 CO1026_MARK LOGO: MSHD  
 CO1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1026+STABILITY: SURFACE MOTION
 CO1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1026+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1026
 CO1026  HISTORY     - Date     Condition        Report By
 CO1026  HISTORY     - UNK      MONUMENTED
 CO1026  HISTORY     - 19880721 GOOD             MSHD
 CO1026  HISTORY     - 19880721 GOOD             MSHD
 CO1026
 CO1026                          STATION DESCRIPTION
 CO1026
 CO1026'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1026'RECOVERED IN GOOD CONDITION.
 CO1026
 CO1026                          STATION RECOVERY (1988)
 CO1026
 CO1026'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1026'ABOUT 8.6 MILES (13.8 KM) NORTHEAST OF CARTHAGE ON THE NORTHWEST RIGHT
 CO1026'OF WAY OF STATE HIGHWAY 25, 1.3 MILES (2.1 KM) SOUTHWEST OF THE
 CO1026'COMMUNITY OF RENFROE IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SEC
 CO1026'34, T 12N, R 8E.  IT IS 91.5 FEET (27.9 M) NORTHEAST OF A POWER POLE
 CO1026'WITH GUY WIRES, 70.5 FEET (21.5 M) NORTHWEST OF THE CENTER OF HIGHWAY
 CO1026'25, 20 FEET (6.1 M) EAST OF A 12 INCH OAK, 28 FEET (8.5 M) NORTHWEST
 CO1026'OF THE CENTER OF THE NORTHEAST END OF A CIRCULAR DRIVEWAY, 2 FEET
 CO1026'(0.6 M) EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CO1026'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE
 CO1026'GROUND.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND 35 IN
 CO1026'CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE
 CO1026'JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 CO1026'25 FOR 5.85 MILES (9.41 KM) TO A CROSSROAD, CONTINUE NORTHEAST ON
 CO1026'STATE HIGHWAY 25 FOR 1.65 MILES (2.66 KM) TO A DRIVEWAY AND THE MARK
 CO1026'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1027 ***********************************************************************
 CO1027  DESIGNATION -  25 V 61
 CO1027  PID         -  CO1027
 CO1027  STATE/COUNTY-  MS/LEAKE
 CO1027  USGS QUAD   -  RENFROE (1989)
 CO1027
 CO1027                         *CURRENT SURVEY CONTROL
 CO1027  ___________________________________________________________________
 CO1027* NAD 83(1986)-  32 51 14.     (N)    089 27 29.     (W)     SCALED    
 CO1027* NAVD 88     -       118.129  (meters)     387.56   (feet)  ADJUSTED  
 CO1027  ___________________________________________________________________
 CO1027  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CO1027  DYNAMIC HT  -         117.997 (meters)     387.13  (feet)  COMP
 CO1027  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CO1027
 CO1027  VERT ORDER  -  SECOND    CLASS II
 CO1027
 CO1027.The horizontal coordinates were scaled from a topographic map and have
 CO1027.an estimated accuracy of +/- 6 seconds.
 CO1027
 CO1027.The orthometric height was determined by differential leveling
 CO1027.and adjusted in June 1991.
 CO1027
 CO1027.The geoid height was determined by GEOID03.
 CO1027
 CO1027.The dynamic height is computed by dividing the NAVD 88
 CO1027.geopotential number by the normal gravity value computed on the
 CO1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1027.degrees latitude (g = 980.6199 gals.).
 CO1027
 CO1027.The modeled gravity was interpolated from observed gravity values.
 CO1027
 CO1027;                    North         East    Units  Estimated Accuracy
 CO1027;SPC MS E     -   372,010.      241,520.      MT  (+/- 180 meters Scaled)
 CO1027
 CO1027                          SUPERSEDED SURVEY CONTROL
 CO1027
 CO1027  NGVD 29 (??/??/92)  118.163  (m)          387.67   (f) ADJ UNCH    2 2
 CO1027
 CO1027.Superseded values are not recommended for survey control.
 CO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1027.See file dsdata.txt to determine how the superseded data were derived.
 CO1027
 CO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB699377(NAD 83)
 CO1027_MARKER: DD = SURVEY DISK
 CO1027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1027_SP_SET: HEADWALL
 CO1027_STAMPING: BM 25V61 1975
 CO1027_MARK LOGO: MSHD  
 CO1027_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1027+STABILITY: SURFACE MOTION
 CO1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1027+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1027
 CO1027  HISTORY     - Date     Condition        Report By
 CO1027  HISTORY     - UNK      MONUMENTED
 CO1027  HISTORY     - 19880721 GOOD             MSHD
 CO1027  HISTORY     - 19880721 GOOD             MSHD
 CO1027
 CO1027                          STATION DESCRIPTION
 CO1027
 CO1027'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1027'RECOVERED IN GOOD CONDITION.
 CO1027
 CO1027                          STATION RECOVERY (1988)
 CO1027
 CO1027'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1027'ABOUT 9.4 MILES (15.1 KM) NORTHEAST OF CARTHAGE IN A CULVERT UNDER
 CO1027'STATE HIGHWAY 25, 0.6 MILE (1.0 KM) SOUTHWEST OF THE COMMUNITY OF
 CO1027'RENFROE IN THE NORTHEAST 1/4 OF SEC 34, T 12N, R 8E.  IT IS 243 FEET
 CO1027'(74.1 M) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 93.5 FEET
 CO1027'(28.5 M) WEST OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 19.5
 CO1027'FEET (5.9 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 3 FEET (0.9 M)
 CO1027'SOUTHWEST OF A METAL WITNESS POST, 2 FEET (0.6 M) SOUTHWEST OF THE
 CO1027'NORTHEAST END OF THE CULVERT SET IN A DRILL HOLE IN THE NORTHEAST END
 CO1027'OF THE NORTHWEST HEADWALL OF A 60 INCH CONCRETE PIPE AND IS ABOUT 18
 CO1027'INCHES BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 CO1027'INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE
 CO1027'HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY
 CO1027'25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 8.25 MILES
 CO1027'(13.28 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1028 ***********************************************************************
 CO1028  DESIGNATION -  25 V 62
 CO1028  PID         -  CO1028
 CO1028  STATE/COUNTY-  MS/LEAKE
 CO1028  USGS QUAD   -  RENFROE (1989)
 CO1028
 CO1028                         *CURRENT SURVEY CONTROL
 CO1028  ___________________________________________________________________
 CO1028* NAD 83(1986)-  32 51 45.     (N)    089 26 37.     (W)     SCALED    
 CO1028* NAVD 88     -       117.510  (meters)     385.53   (feet)  ADJUSTED  
 CO1028  ___________________________________________________________________
 CO1028  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CO1028  DYNAMIC HT  -         117.379 (meters)     385.10  (feet)  COMP
 CO1028  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CO1028
 CO1028  VERT ORDER  -  SECOND    CLASS II
 CO1028
 CO1028.The horizontal coordinates were scaled from a topographic map and have
 CO1028.an estimated accuracy of +/- 6 seconds.
 CO1028
 CO1028.The orthometric height was determined by differential leveling
 CO1028.and adjusted in June 1991.
 CO1028
 CO1028.The geoid height was determined by GEOID03.
 CO1028
 CO1028.The dynamic height is computed by dividing the NAVD 88
 CO1028.geopotential number by the normal gravity value computed on the
 CO1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1028.degrees latitude (g = 980.6199 gals.).
 CO1028
 CO1028.The modeled gravity was interpolated from observed gravity values.
 CO1028
 CO1028;                    North         East    Units  Estimated Accuracy
 CO1028;SPC MS E     -   372,960.      242,880.      MT  (+/- 180 meters Scaled)
 CO1028
 CO1028                          SUPERSEDED SURVEY CONTROL
 CO1028
 CO1028  NGVD 29 (??/??/92)  117.542  (m)          385.64   (f) ADJ UNCH    2 2
 CO1028
 CO1028.Superseded values are not recommended for survey control.
 CO1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1028.See file dsdata.txt to determine how the superseded data were derived.
 CO1028
 CO1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB713386(NAD 83)
 CO1028_MARKER: DD = SURVEY DISK
 CO1028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1028_SP_SET: BRIDGE RAILING
 CO1028_STAMPING: BM 25V62 1975
 CO1028_MARK LOGO: MSHD  
 CO1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1028+STABILITY: SURFACE MOTION
 CO1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1028+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1028
 CO1028  HISTORY     - Date     Condition        Report By
 CO1028  HISTORY     - UNK      MONUMENTED
 CO1028  HISTORY     - 19880721 GOOD             MSHD
 CO1028  HISTORY     - 19880721 GOOD             MSHD
 CO1028
 CO1028                          STATION DESCRIPTION
 CO1028
 CO1028'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1028'RECOVERED IN GOOD CONDITION.
 CO1028
 CO1028                          STATION RECOVERY (1988)
 CO1028
 CO1028'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1028'ABOUT 10.2 MILES (16.4 KM) NORTHEAST OF CARTHAGE NEAR THE NORTHWEST
 CO1028'CORNER OF A 520 FEET (158.5 M) CONCRETE BRIDGE SPANNING LOBUTCHA
 CO1028'CREEK, 0.25 MILE (0.40 KM) EAST OF THE COMMUNITY OF RENFROE IN THE
 CO1028'NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SEC 25, T 12N, R 8E.  IT IS
 CO1028'15.5 FEET (4.7 M) NORTH OF THE CENTER OF HIGHWAY 25, 2.5 FEET
 CO1028'(0.8 M) SOUTHEAST OF THE NORTHWEST END OF THE RAILING, 2 FEET
 CO1028'(0.6 M) SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE BASE
 CO1028'OF THE CURVED PORTION OF THE CONCRETE RAILING NEAR THE NORTHWEST
 CO1028'CORNER OF A CONCRETE BRIDGE AND IS ABOUT 8 INCHES ABOVE THE LEVEL OF
 CO1028'THE HIGHWAY.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND
 CO1028'35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM)
 CO1028'TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE
 CO1028'HIGHWAY 25 FOR 9 MILES (14.5 KM) TO A CROSSROAD WITH THE SOUTH LEG
 CO1028'LEADING INTO RENFROE, CONTINUE EAST ON STATE HIGHWAY 25 FOR 0.25 MILE
 CO1028'(0.40 KM) TO THE WEST END OF THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1029 ***********************************************************************
 CO1029  DESIGNATION -  25 V 63
 CO1029  PID         -  CO1029
 CO1029  STATE/COUNTY-  MS/LEAKE
 CO1029  USGS QUAD   -  RENFROE (1989)
 CO1029
 CO1029                         *CURRENT SURVEY CONTROL
 CO1029  ___________________________________________________________________
 CO1029* NAD 83(1986)-  32 51 58.     (N)    089 25 37.     (W)     SCALED    
 CO1029* NAVD 88     -       140.639  (meters)     461.41   (feet)  ADJUSTED  
 CO1029  ___________________________________________________________________
 CO1029  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CO1029  DYNAMIC HT  -         140.482 (meters)     460.90  (feet)  COMP
 CO1029  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CO1029
 CO1029  VERT ORDER  -  SECOND    CLASS II
 CO1029
 CO1029.The horizontal coordinates were scaled from a topographic map and have
 CO1029.an estimated accuracy of +/- 6 seconds.
 CO1029
 CO1029.The orthometric height was determined by differential leveling
 CO1029.and adjusted in June 1991.
 CO1029
 CO1029.The geoid height was determined by GEOID03.
 CO1029
 CO1029.The dynamic height is computed by dividing the NAVD 88
 CO1029.geopotential number by the normal gravity value computed on the
 CO1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1029.degrees latitude (g = 980.6199 gals.).
 CO1029
 CO1029.The modeled gravity was interpolated from observed gravity values.
 CO1029
 CO1029;                    North         East    Units  Estimated Accuracy
 CO1029;SPC MS E     -   373,350.      244,440.      MT  (+/- 180 meters Scaled)
 CO1029
 CO1029                          SUPERSEDED SURVEY CONTROL
 CO1029
 CO1029  NGVD 29 (??/??/92)  140.668  (m)          461.51   (f) ADJ UNCH    2 2
 CO1029
 CO1029.Superseded values are not recommended for survey control.
 CO1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1029.See file dsdata.txt to determine how the superseded data were derived.
 CO1029
 CO1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB729390(NAD 83)
 CO1029_MARKER: DD = SURVEY DISK
 CO1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1029_STAMPING: BM 25V63 1975
 CO1029_MARK LOGO: MSHD  
 CO1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1029+STABILITY: SURFACE MOTION
 CO1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1029+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1029
 CO1029  HISTORY     - Date     Condition        Report By
 CO1029  HISTORY     - UNK      MONUMENTED
 CO1029  HISTORY     - 19880721 GOOD             MSHD
 CO1029  HISTORY     - 19880721 GOOD             MSHD
 CO1029
 CO1029                          STATION DESCRIPTION
 CO1029
 CO1029'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1029'RECOVERED IN GOOD CONDITION.
 CO1029
 CO1029                          STATION RECOVERY (1988)
 CO1029
 CO1029'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1029'ABOUT 11 MILES (17.7 KM) NORTHEAST OF CARTHAGE, 1.1 MILES (1.8 KM)
 CO1029'EAST OF THE COMMUNITY OF RENFROE IN THE NORTHWEST ANGLE OF THE
 CO1029'JUNCTION OF A GRAVELED ROAD, 1 MILE (1.6 KM) EAST OF THE EAST END OF
 CO1029'THE BRIDGE OVER LOBUTCHA CREEK IN THE SOUTHWEST 1/4 OF THE NORTHEAST
 CO1029'1/4 OF SEC 25, T 11N, R 8E.  IT IS 167 FEET (50.9 M) NORTHWEST OF THE
 CO1029'CENTER OF HIGHWAY 25, 76 FEET (23.2 M) WEST OF THE CENTER OF A
 CO1029'GRAVELED ROAD, 83.5 FEET (25.5 M) SOUTHWEST OF A POWER POLE WITH A
 CO1029'GUY WIRE, 82 FEET (25.0 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 CO1029'PORCH OF A FRAME HOUSE, 19 FEET (5.8 M) NORTHWEST OF THE CENTER OF A
 CO1029'GRAVELED DRIVEWAY, 7 FEET (2.1 M) NORTHWEST OF A 15 INCH OAK, 2 FEET
 CO1029'(0.6 M) EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CO1029'CONCRETE POST ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF THE HIGHWAY AND
 CO1029'IS FLUSH WITH THE GROUND.  TO REACH FROM THE INTERSECTION OF STATE
 CO1029'HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65
 CO1029'MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND
 CO1029'GO EAST ON STATE HIGHWAY 25 FOR 10.3 MILES (16.6 KM) TO A SIDE ROAD
 CO1029'LEFT JUST BEYONG A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1030 ***********************************************************************
 CO1030  DESIGNATION -  25 V 64
 CO1030  PID         -  CO1030
 CO1030  STATE/COUNTY-  MS/LEAKE
 CO1030  USGS QUAD   -  RENFROE (1989)
 CO1030
 CO1030                         *CURRENT SURVEY CONTROL
 CO1030  ___________________________________________________________________
 CO1030* NAD 83(1986)-  32 52 27.     (N)    089 24 53.     (W)     SCALED    
 CO1030* NAVD 88     -       146.224  (meters)     479.74   (feet)  ADJUSTED  
 CO1030  ___________________________________________________________________
 CO1030  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CO1030  DYNAMIC HT  -         146.061 (meters)     479.20  (feet)  COMP
 CO1030  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CO1030
 CO1030  VERT ORDER  -  SECOND    CLASS II
 CO1030
 CO1030.The horizontal coordinates were scaled from a topographic map and have
 CO1030.an estimated accuracy of +/- 6 seconds.
 CO1030
 CO1030.The orthometric height was determined by differential leveling
 CO1030.and adjusted in June 1991.
 CO1030
 CO1030.The geoid height was determined by GEOID03.
 CO1030
 CO1030.The dynamic height is computed by dividing the NAVD 88
 CO1030.geopotential number by the normal gravity value computed on the
 CO1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1030.degrees latitude (g = 980.6199 gals.).
 CO1030
 CO1030.The modeled gravity was interpolated from observed gravity values.
 CO1030
 CO1030;                    North         East    Units  Estimated Accuracy
 CO1030;SPC MS E     -   374,240.      245,590.      MT  (+/- 180 meters Scaled)
 CO1030
 CO1030                          SUPERSEDED SURVEY CONTROL
 CO1030
 CO1030  NGVD 29 (??/??/92)  146.251  (m)          479.83   (f) ADJ UNCH    2 2
 CO1030
 CO1030.Superseded values are not recommended for survey control.
 CO1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1030.See file dsdata.txt to determine how the superseded data were derived.
 CO1030
 CO1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB740399(NAD 83)
 CO1030_MARKER: DD = SURVEY DISK
 CO1030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1030_SP_SET: CULVERT HEADWALL
 CO1030_STAMPING: BM 25V64 1975
 CO1030_MARK LOGO: MSHD  
 CO1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1030+STABILITY: SURFACE MOTION
 CO1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1030+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1030
 CO1030  HISTORY     - Date     Condition        Report By
 CO1030  HISTORY     - UNK      MONUMENTED
 CO1030  HISTORY     - 19880721 GOOD             MSHD
 CO1030  HISTORY     - 19880721 GOOD             MSHD
 CO1030
 CO1030                          STATION DESCRIPTION
 CO1030
 CO1030'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1030'RECOVERED IN GOOD CONDITION.
 CO1030
 CO1030                          STATION RECOVERY (1988)
 CO1030
 CO1030'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1030'ABOUT 11.8 MILES (19.0 KM) NORTHEAST OF CARTHAGE IN A CULVERT, 2.3
 CO1030'MILES (3.7 KM) EAST OF THE COMMUNITY OF RENFROE, 1.95 MILES
 CO1030'(3.14 KM) EAST OF THE EAST END OF THE BRIDGE OVER LOBUTCHA CREEK IN
 CO1030'THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SEC 19, T 12N, R 9E.  IT IS
 CO1030'31 FEET (9.4 M) NORTH OF THE CENTER OF HIGHWAY 25, 1 FOOT (0.3 M)
 CO1030'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF
 CO1030'THE NORTH HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT AND IS ABOUT 6
 CO1030'FEET (1.8 M) BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 CO1030'INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE
 CO1030'HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY
 CO1030'25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 11 MILES
 CO1030'(17.7 KM) TO A SIDE ROAD LEFT, CONTINUE EAST ON HIGHWAY 25 FOR 0.2
 CO1030'MILE (0.3 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1031 ***********************************************************************
 CO1031  DESIGNATION -  25 V 65
 CO1031  PID         -  CO1031
 CO1031  STATE/COUNTY-  MS/LEAKE
 CO1031  USGS QUAD   -  ZAMA (1989)
 CO1031
 CO1031                         *CURRENT SURVEY CONTROL
 CO1031  ___________________________________________________________________
 CO1031* NAD 83(1986)-  32 52 45.     (N)    089 24 00.     (W)     SCALED    
 CO1031* NAVD 88     -       127.689  (meters)     418.93   (feet)  ADJUSTED  
 CO1031  ___________________________________________________________________
 CO1031  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CO1031  DYNAMIC HT  -         127.546 (meters)     418.46  (feet)  COMP
 CO1031  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CO1031
 CO1031  VERT ORDER  -  SECOND    CLASS II
 CO1031
 CO1031.The horizontal coordinates were scaled from a topographic map and have
 CO1031.an estimated accuracy of +/- 6 seconds.
 CO1031
 CO1031.The orthometric height was determined by differential leveling
 CO1031.and adjusted in June 1991.
 CO1031
 CO1031.The geoid height was determined by GEOID03.
 CO1031
 CO1031.The dynamic height is computed by dividing the NAVD 88
 CO1031.geopotential number by the normal gravity value computed on the
 CO1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1031.degrees latitude (g = 980.6199 gals.).
 CO1031
 CO1031.The modeled gravity was interpolated from observed gravity values.
 CO1031
 CO1031;                    North         East    Units  Estimated Accuracy
 CO1031;SPC MS E     -   374,780.      246,970.      MT  (+/- 180 meters Scaled)
 CO1031
 CO1031                          SUPERSEDED SURVEY CONTROL
 CO1031
 CO1031  NGVD 29 (??/??/92)  127.715  (m)          419.01   (f) ADJ UNCH    2 2
 CO1031
 CO1031.Superseded values are not recommended for survey control.
 CO1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1031.See file dsdata.txt to determine how the superseded data were derived.
 CO1031
 CO1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB754404(NAD 83)
 CO1031_MARKER: DD = SURVEY DISK
 CO1031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1031_SP_SET: CULVERT HEADWALL
 CO1031_STAMPING: BM 25V65 1975
 CO1031_MARK LOGO: MSHD  
 CO1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1031+STABILITY: SURFACE MOTION
 CO1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1031+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1031
 CO1031  HISTORY     - Date     Condition        Report By
 CO1031  HISTORY     - UNK      MONUMENTED
 CO1031  HISTORY     - 19880721 GOOD             MSHD
 CO1031  HISTORY     - 19880721 GOOD             MSHD
 CO1031
 CO1031                          STATION DESCRIPTION
 CO1031
 CO1031'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1031'RECOVERED IN GOOD CONDITION.
 CO1031
 CO1031                          STATION RECOVERY (1988)
 CO1031
 CO1031'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1031'ABOUT 12.2 MILES (19.6 KM) NORTHEAST OF CARTHAGE, 3.25 MILES
 CO1031'(5.23 KM) EAST OF THE COMMUNITY OF RENFROE, 2.9 MILES (4.7 KM) EAST
 CO1031'OF THE EAST END OF THE BRIDGE OVER LOBUTCHA CREEK IN THE SOUTHWEST
 CO1031'1/4 OF THE NORTHWEST 1/4 OF SEC 20, T 12N, R 9E.  IT IS 29 FEET
 CO1031'(8.8 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 7 FEET (2.1 M)
 CO1031'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 1.5 FEET (0.5 M)
 CO1031'NORTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST
 CO1031'HEADWALL OF A 15 X 10 FOOT (3.0 M) DOUBLE CONCRETE BOX CULVERT AND IS
 CO1031'ABOUT 5 FEET (1.5 M) BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM
 CO1031'THE INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON
 CO1031'STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE
 CO1031'HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 9.15 MILES
 CO1031'(14.73 KM) TO THE WEST END OF THE BRIDGE OVER LOBUTCHA CREEK,
 CO1031'CONTINUE EAST ON STATE HIGHWAY 25 FOR 3 MILES (4.8 KM) TO THE CULVERT
 CO1031'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1032 ***********************************************************************
 CO1032  DESIGNATION -  25 V 66
 CO1032  PID         -  CO1032
 CO1032  STATE/COUNTY-  MS/LEAKE
 CO1032  USGS QUAD   -  ZAMA (1989)
 CO1032
 CO1032                         *CURRENT SURVEY CONTROL
 CO1032  ___________________________________________________________________
 CO1032* NAD 83(1986)-  32 53 06.     (N)    089 23 05.     (W)     SCALED    
 CO1032* NAVD 88     -       146.837  (meters)     481.75   (feet)  ADJUSTED  
 CO1032  ___________________________________________________________________
 CO1032  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CO1032  DYNAMIC HT  -         146.673 (meters)     481.21  (feet)  COMP
 CO1032  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CO1032
 CO1032  VERT ORDER  -  SECOND    CLASS II
 CO1032
 CO1032.The horizontal coordinates were scaled from a topographic map and have
 CO1032.an estimated accuracy of +/- 6 seconds.
 CO1032
 CO1032.The orthometric height was determined by differential leveling
 CO1032.and adjusted in June 1991.
 CO1032
 CO1032.The geoid height was determined by GEOID03.
 CO1032
 CO1032.The dynamic height is computed by dividing the NAVD 88
 CO1032.geopotential number by the normal gravity value computed on the
 CO1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1032.degrees latitude (g = 980.6199 gals.).
 CO1032
 CO1032.The modeled gravity was interpolated from observed gravity values.
 CO1032
 CO1032;                    North         East    Units  Estimated Accuracy
 CO1032;SPC MS E     -   375,420.      248,410.      MT  (+/- 180 meters Scaled)
 CO1032
 CO1032                          SUPERSEDED SURVEY CONTROL
 CO1032
 CO1032  NGVD 29 (??/??/92)  146.860  (m)          481.82   (f) ADJ UNCH    2 2
 CO1032
 CO1032.Superseded values are not recommended for survey control.
 CO1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1032.See file dsdata.txt to determine how the superseded data were derived.
 CO1032
 CO1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB769410(NAD 83)
 CO1032_MARKER: DD = SURVEY DISK
 CO1032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1032_SP_SET: CULVERT HEADWALL
 CO1032_STAMPING: BM 25V66 1975
 CO1032_MARK LOGO: MSHD  
 CO1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1032+STABILITY: SURFACE MOTION
 CO1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1032+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1032
 CO1032  HISTORY     - Date     Condition        Report By
 CO1032  HISTORY     - UNK      MONUMENTED
 CO1032  HISTORY     - 19880721 GOOD             MSHD
 CO1032  HISTORY     - 19880721 GOOD             MSHD
 CO1032
 CO1032                          STATION DESCRIPTION
 CO1032
 CO1032'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1032'RECOVERED IN GOOD CONDITION.
 CO1032
 CO1032                          STATION RECOVERY (1988)
 CO1032
 CO1032'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1032'ABOUT 13.4 MILES (21.6 KM) NORTHEAST OF CARTHAGE, 6.75 MILES
 CO1032'(10.86 KM) SOUTHWEST OF STATE HIGHWAY 19 OVERPASS IN A CULVERT JUST
 CO1032'WEST OF THE WEST ENTRANCE TO PHILLIPS GROCERY IN THE NORTHWEST 1/4 OF
 CO1032'SECTION, T 12N, R 9E.  IT IS 268 FEET (81.7 M) WEST OF THE CENTER OF
 CO1032'A BLACK TOP ROAD, 24 FEET (7.3 M) NORTH OF THE CENTER OF HIGHWAY 25,
 CO1032'4 FEET (1.2 M) WEST OF A METAL WITNESS POST, 1.7 FEET (0.5 M) WEST OF
 CO1032'THE EAST END OF THE HEADWALL SET IN A DRILL HOLE NEAR THE EAST END OF
 CO1032'THE NORTH HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT UNDER HIGHWAY
 CO1032'25 AND IS ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF THE HIGHWAY.  TO
 CO1032'REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO
 CO1032'NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF
 CO1032'STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 12.9
 CO1032'MILES (20.8 KM) TO THE ENTRANCE TO PHILLIPS GROCERY AND THE MARK ON
 CO1032'THE LEFT JUST BEFORE REACHING A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1033 ***********************************************************************
 CO1033  DESIGNATION -  25 V 67
 CO1033  PID         -  CO1033
 CO1033  STATE/COUNTY-  MS/LEAKE
 CO1033  USGS QUAD   -  FOUR CORNERS (1989)
 CO1033
 CO1033                         *CURRENT SURVEY CONTROL
 CO1033  ___________________________________________________________________
 CO1033* NAD 83(1986)-  32 53 17.     (N)    089 22 28.     (W)     SCALED    
 CO1033* NAVD 88     -       161.400  (meters)     529.53   (feet)  ADJUSTED  
 CO1033  ___________________________________________________________________
 CO1033  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CO1033  DYNAMIC HT  -         161.219 (meters)     528.93  (feet)  COMP
 CO1033  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CO1033
 CO1033  VERT ORDER  -  SECOND    CLASS II
 CO1033
 CO1033.The horizontal coordinates were scaled from a topographic map and have
 CO1033.an estimated accuracy of +/- 6 seconds.
 CO1033
 CO1033.The orthometric height was determined by differential leveling
 CO1033.and adjusted in June 1991.
 CO1033
 CO1033.The geoid height was determined by GEOID03.
 CO1033
 CO1033.The dynamic height is computed by dividing the NAVD 88
 CO1033.geopotential number by the normal gravity value computed on the
 CO1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1033.degrees latitude (g = 980.6199 gals.).
 CO1033
 CO1033.The modeled gravity was interpolated from observed gravity values.
 CO1033
 CO1033;                    North         East    Units  Estimated Accuracy
 CO1033;SPC MS E     -   375,760.      249,370.      MT  (+/- 180 meters Scaled)
 CO1033
 CO1033                          SUPERSEDED SURVEY CONTROL
 CO1033
 CO1033  NGVD 29 (??/??/92)  161.421  (m)          529.60   (f) ADJ UNCH    2 2
 CO1033
 CO1033.Superseded values are not recommended for survey control.
 CO1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1033.See file dsdata.txt to determine how the superseded data were derived.
 CO1033
 CO1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB778413(NAD 83)
 CO1033_MARKER: DD = SURVEY DISK
 CO1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1033_STAMPING: BM 25V67 1975
 CO1033_MARK LOGO: MSHD  
 CO1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1033+STABILITY: SURFACE MOTION
 CO1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1033+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1033
 CO1033  HISTORY     - Date     Condition        Report By
 CO1033  HISTORY     - UNK      MONUMENTED
 CO1033  HISTORY     - 19880721 GOOD             MSHD
 CO1033  HISTORY     - 19880721 GOOD             MSHD
 CO1033
 CO1033                          STATION DESCRIPTION
 CO1033
 CO1033'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1033'RECOVERED IN GOOD CONDITION.
 CO1033
 CO1033                          STATION RECOVERY (1988)
 CO1033
 CO1033'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1033'ABOUT 14 MILES (22.5 KM) NORTHEAST OF CARTHAGE IN THE NORTHWEST ANGLE
 CO1033'OF A CROSSROAD, 5.9 MILES (9.5 KM) SOUTHWEST OF THE STATE HIGHWAY 19
 CO1033'OVERPASS IN THE SOUTHEAST 1/4 OF SEC 16, T 12N, R 9E.  IT IS 52.5
 CO1033'FEET (16.0 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 75 FEET
 CO1033'(22.9 M) SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 3 FEET (0.9 M)
 CO1033'EAST OF POLE NO 187, 1.5 FEET (0.5 M) SOUTHEAST OF A METAL WITNESS
 CO1033'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET (0.6 M)
 CO1033'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES.  TO REACH FROM
 CO1033'THE INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON
 CO1033'STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE
 CO1033'HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 8.9 MILES
 CO1033'(14.3 KM) TO A CROSSROAD NEAR RENFROE, CONTINUE EAST ON HIGHWAY 25
 CO1033'FOR 5 MILES (8.0 KM) TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1034 ***********************************************************************
 CO1034  DESIGNATION -  25 V 68
 CO1034  PID         -  CO1034
 CO1034  STATE/COUNTY-  MS/LEAKE
 CO1034  USGS QUAD   -  FOUR CORNERS (1989)
 CO1034
 CO1034                         *CURRENT SURVEY CONTROL
 CO1034  ___________________________________________________________________
 CO1034* NAD 83(1986)-  32 53 38.     (N)    089 21 25.     (W)     SCALED    
 CO1034* NAVD 88     -       159.035  (meters)     521.77   (feet)  ADJUSTED  
 CO1034  ___________________________________________________________________
 CO1034  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CO1034  DYNAMIC HT  -         158.857 (meters)     521.18  (feet)  COMP
 CO1034  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CO1034
 CO1034  VERT ORDER  -  SECOND    CLASS II
 CO1034
 CO1034.The horizontal coordinates were scaled from a topographic map and have
 CO1034.an estimated accuracy of +/- 6 seconds.
 CO1034
 CO1034.The orthometric height was determined by differential leveling
 CO1034.and adjusted in June 1991.
 CO1034
 CO1034.The geoid height was determined by GEOID03.
 CO1034
 CO1034.The dynamic height is computed by dividing the NAVD 88
 CO1034.geopotential number by the normal gravity value computed on the
 CO1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1034.degrees latitude (g = 980.6199 gals.).
 CO1034
 CO1034.The modeled gravity was interpolated from observed gravity values.
 CO1034
 CO1034;                    North         East    Units  Estimated Accuracy
 CO1034;SPC MS E     -   376,390.      251,010.      MT  (+/- 180 meters Scaled)
 CO1034
 CO1034                          SUPERSEDED SURVEY CONTROL
 CO1034
 CO1034  NGVD 29 (??/??/92)  159.054  (m)          521.83   (f) ADJ UNCH    2 2
 CO1034
 CO1034.Superseded values are not recommended for survey control.
 CO1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1034.See file dsdata.txt to determine how the superseded data were derived.
 CO1034
 CO1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB795419(NAD 83)
 CO1034_MARKER: DD = SURVEY DISK
 CO1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1034_STAMPING: BM 25V68 1975
 CO1034_MARK LOGO: MSHD  
 CO1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1034+STABILITY: SURFACE MOTION
 CO1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1034+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1034
 CO1034  HISTORY     - Date     Condition        Report By
 CO1034  HISTORY     - UNK      MONUMENTED
 CO1034  HISTORY     - 19880721 GOOD             MSHD
 CO1034  HISTORY     - 19880721 GOOD             MSHD
 CO1034
 CO1034                          STATION DESCRIPTION
 CO1034
 CO1034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1034'RECOVERED IN GOOD CONDITION.
 CO1034
 CO1034                          STATION RECOVERY (1988)
 CO1034
 CO1034'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1034'ABOUT 15 MILES (24.1 KM) NORTHEAST OF CARTHAGE ON THE NORTHWEST RIGHT
 CO1034'OF WAY OF STATE HIGHWAY 25, 4.8 MILES (7.7 KM) SOUTHWEST OF THE STATE
 CO1034'HIGHWAY 19 OVERPASS, 0.15 MILE (0.24 KM) WEST OF A ROAD LEADING SOUTH
 CO1034'IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SEC 15, T 12N, R 9E.  IT
 CO1034'IS 58 FEET (17.7 M) SOUTHWEST OF A TELEPHONE POLE, 42 FEET (12.8 M)
 CO1034'NORTHWEST OF THE CENTER OF HIGHWAY 25, 44 FEET (13.4 M) SOUTHWEST OF
 CO1034'THE CENTER OF A WOODS ROAD, 2 FEET (0.6 M) SOUTHEAST OF A METAL
 CO1034'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 CO1034'THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 CO1034'INTERSECTION OF STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE
 CO1034'HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY
 CO1034'25, TURN RIGHT AND GO EAST ON STATE HIGHWAY 25 FOR 8.9 MILES
 CO1034'(14.3 KM) TO A CROSSROAD NEAR RENFROE, CONTINUE EAST ON STATE HIGHWAY
 CO1034'25 FOR 5 MILES (8.0 KM) TO A CROSSROAD, CONTINUE EAST ON HIGHWAY 25
 CO1034'FOR 1.15 MILES (1.85 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1035 ***********************************************************************
 CO1035  DESIGNATION -  25 V 69
 CO1035  PID         -  CO1035
 CO1035  STATE/COUNTY-  MS/LEAKE
 CO1035  USGS QUAD   -  FOUR CORNERS (1989)
 CO1035
 CO1035                         *CURRENT SURVEY CONTROL
 CO1035  ___________________________________________________________________
 CO1035* NAD 83(1986)-  32 54 12.     (N)    089 20 38.     (W)     SCALED    
 CO1035* NAVD 88     -       160.700  (meters)     527.23   (feet)  ADJUSTED  
 CO1035  ___________________________________________________________________
 CO1035  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CO1035  DYNAMIC HT  -         160.520 (meters)     526.64  (feet)  COMP
 CO1035  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CO1035
 CO1035  VERT ORDER  -  SECOND    CLASS II
 CO1035
 CO1035.The horizontal coordinates were scaled from a topographic map and have
 CO1035.an estimated accuracy of +/- 6 seconds.
 CO1035
 CO1035.The orthometric height was determined by differential leveling
 CO1035.and adjusted in June 1991.
 CO1035
 CO1035.The geoid height was determined by GEOID03.
 CO1035
 CO1035.The dynamic height is computed by dividing the NAVD 88
 CO1035.geopotential number by the normal gravity value computed on the
 CO1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1035.degrees latitude (g = 980.6199 gals.).
 CO1035
 CO1035.The modeled gravity was interpolated from observed gravity values.
 CO1035
 CO1035;                    North         East    Units  Estimated Accuracy
 CO1035;SPC MS E     -   377,440.      252,240.      MT  (+/- 180 meters Scaled)
 CO1035
 CO1035                          SUPERSEDED SURVEY CONTROL
 CO1035
 CO1035  NGVD 29 (??/??/92)  160.717  (m)          527.29   (f) ADJ UNCH    2 2
 CO1035
 CO1035.Superseded values are not recommended for survey control.
 CO1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1035.See file dsdata.txt to determine how the superseded data were derived.
 CO1035
 CO1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB807430(NAD 83)
 CO1035_MARKER: DD = SURVEY DISK
 CO1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1035_STAMPING: BM 25V69 1975
 CO1035_MARK LOGO: MSHD  
 CO1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1035+STABILITY: SURFACE MOTION
 CO1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1035+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1035
 CO1035  HISTORY     - Date     Condition        Report By
 CO1035  HISTORY     - UNK      MONUMENTED
 CO1035  HISTORY     - 19880721 GOOD             MSHD
 CO1035  HISTORY     - 19880721 GOOD             MSHD
 CO1035
 CO1035                          STATION DESCRIPTION
 CO1035
 CO1035'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1035'RECOVERED IN GOOD CONDITION.
 CO1035
 CO1035                          STATION RECOVERY (1988)
 CO1035
 CO1035'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1035'ABOUT 16 MILES (25.7 KM) NORTHEAST OF CARTHAGE ON THE NORTHWEST RIGHT
 CO1035'OF WAY OF STATE HIGHWAY 25, 3.7 MILES (6.0 KM) SOUTHWEST OF THE
 CO1035'HIGHWAY 19 OVERPASS, IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SEC
 CO1035'11, T 12N, R 9E.  IT IS 91.5 FEET (27.9 M) NORTHWEST OF A TELEPHONE
 CO1035'POLE, 39 FEET (11.9 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 24 FEET
 CO1035'(7.3 M) SOUTHWEST OF THE CENTER OF A SMALL RAMP, 2.5 FEET (0.8 M)
 CO1035'SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 CO1035'ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 CO1035'THE GROUND.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND
 CO1035'35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM)
 CO1035'TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE
 CO1035'HIGHWAY 25 FOR 8.9 MILES (14.3 KM) TO A CROSSROAD NEAR RENFROE,
 CO1035'CONTINUE EAST ON STATE HIGHWAY 25 FOR 7.25 MILES (11.67 KM) TO THE
 CO1035'MARK ON THE LEFT (0.15 MILE BEFORE REACHING A CROSSROAD) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1036 ***********************************************************************
 CO1036  DESIGNATION -  25 V 70
 CO1036  PID         -  CO1036
 CO1036  STATE/COUNTY-  MS/LEAKE
 CO1036  USGS QUAD   -  FOUR CORNERS (1989)
 CO1036
 CO1036                         *CURRENT SURVEY CONTROL
 CO1036  ___________________________________________________________________
 CO1036* NAD 83(1986)-  32 54 45.     (N)    089 20 10.     (W)     SCALED    
 CO1036* NAVD 88     -       152.215  (meters)     499.39   (feet)  ADJUSTED  
 CO1036  ___________________________________________________________________
 CO1036  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CO1036  DYNAMIC HT  -         152.044 (meters)     498.83  (feet)  COMP
 CO1036  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CO1036
 CO1036  VERT ORDER  -  SECOND    CLASS II
 CO1036
 CO1036.The horizontal coordinates were scaled from a topographic map and have
 CO1036.an estimated accuracy of +/- 6 seconds.
 CO1036
 CO1036.The orthometric height was determined by differential leveling
 CO1036.and adjusted in June 1991.
 CO1036
 CO1036.The geoid height was determined by GEOID03.
 CO1036
 CO1036.The dynamic height is computed by dividing the NAVD 88
 CO1036.geopotential number by the normal gravity value computed on the
 CO1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1036.degrees latitude (g = 980.6199 gals.).
 CO1036
 CO1036.The modeled gravity was interpolated from observed gravity values.
 CO1036
 CO1036;                    North         East    Units  Estimated Accuracy
 CO1036;SPC MS E     -   378,450.      252,970.      MT  (+/- 180 meters Scaled)
 CO1036
 CO1036                          SUPERSEDED SURVEY CONTROL
 CO1036
 CO1036  NGVD 29 (??/??/92)  152.231  (m)          499.44   (f) ADJ UNCH    2 2
 CO1036
 CO1036.Superseded values are not recommended for survey control.
 CO1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1036.See file dsdata.txt to determine how the superseded data were derived.
 CO1036
 CO1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB815440(NAD 83)
 CO1036_MARKER: DD = SURVEY DISK
 CO1036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1036_SP_SET: CULVERT HEADWALL
 CO1036_STAMPING: BM 25V70 1975
 CO1036_MARK LOGO: MSHD  
 CO1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1036+STABILITY: SURFACE MOTION
 CO1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1036+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1036
 CO1036  HISTORY     - Date     Condition        Report By
 CO1036  HISTORY     - UNK      MONUMENTED
 CO1036  HISTORY     - 19880721 GOOD             MSHD
 CO1036  HISTORY     - 19880721 GOOD             MSHD
 CO1036
 CO1036                          STATION DESCRIPTION
 CO1036
 CO1036'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1036'RECOVERED IN GOOD CONDITION.
 CO1036
 CO1036                          STATION RECOVERY (1988)
 CO1036
 CO1036'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1036'ABOUT 16.9 MILES (27.2 KM) NORTHEAST OF CARTHAGE IN A CULVERT UNDER
 CO1036'STATE HIGHWAY 25, 2.9 MILES (4.7 KM) SOUTHWEST OF THE STATE HIGHWAY
 CO1036'19 OVERPASS IN THE NORTHWEST 1/4 OF SEC 70, T 12N, R 9E.  IT IS 22.5
 CO1036'FEET (6.9 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 23.5 FEET
 CO1036'(7.2 M) SOUTHEAST OF POLE NO 255, 2 FEET (0.6 M) SOUTHWEST OF A METAL
 CO1036'WITNESS POST SET IN A DRILL HOLE NEAR THE NORTHEAST END OF THE
 CO1036'NORTHWEST HEADWALL OF AN 18 INCH PIPE CULVERT AND IS ABOUT 5 INCHES
 CO1036'BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE INTERSECTION OF
 CO1036'STATE HIGHWAY 16 AND 35 IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR
 CO1036'2.65 MILES (4.26 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT
 CO1036'AND GO EAST ON STATE HIGHWAY 25 FOR 8.9 MILES (14.3 KM) TO A
 CO1036'CROSSROAD NEAR RENFROE, CONTINUE EAST ON HIGHWAY 25 FOR 8 MILES
 CO1036'(12.9 KM) TO THE MARK ON THE LEFT (0.6 MILE BEYOND A CROSSROAD) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1037 ***********************************************************************
 CO1037  DESIGNATION -  25 V 71
 CO1037  PID         -  CO1037
 CO1037  STATE/COUNTY-  MS/LEAKE
 CO1037  USGS QUAD   -  FOUR CORNERS (1989)
 CO1037
 CO1037                         *CURRENT SURVEY CONTROL
 CO1037  ___________________________________________________________________
 CO1037* NAD 83(1986)-  32 55 14.     (N)    089 19 46.     (W)     SCALED    
 CO1037* NAVD 88     -       135.806  (meters)     445.56   (feet)  ADJUSTED  
 CO1037  ___________________________________________________________________
 CO1037  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CO1037  DYNAMIC HT  -         135.653 (meters)     445.05  (feet)  COMP
 CO1037  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 CO1037
 CO1037  VERT ORDER  -  SECOND    CLASS II
 CO1037
 CO1037.The horizontal coordinates were scaled from a topographic map and have
 CO1037.an estimated accuracy of +/- 6 seconds.
 CO1037
 CO1037.The orthometric height was determined by differential leveling
 CO1037.and adjusted in June 1991.
 CO1037
 CO1037.The geoid height was determined by GEOID03.
 CO1037
 CO1037.The dynamic height is computed by dividing the NAVD 88
 CO1037.geopotential number by the normal gravity value computed on the
 CO1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1037.degrees latitude (g = 980.6199 gals.).
 CO1037
 CO1037.The modeled gravity was interpolated from observed gravity values.
 CO1037
 CO1037;                    North         East    Units  Estimated Accuracy
 CO1037;SPC MS E     -   379,340.      253,600.      MT  (+/- 180 meters Scaled)
 CO1037
 CO1037                          SUPERSEDED SURVEY CONTROL
 CO1037
 CO1037  NGVD 29 (??/??/92)  135.821  (m)          445.61   (f) ADJ UNCH    2 2
 CO1037
 CO1037.Superseded values are not recommended for survey control.
 CO1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1037.See file dsdata.txt to determine how the superseded data were derived.
 CO1037
 CO1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB821448(NAD 83)
 CO1037_MARKER: DD = SURVEY DISK
 CO1037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO1037_SP_SET: BRIDGE RAILING
 CO1037_STAMPING: BM 25V71 1975
 CO1037_MARK LOGO: MSHD  
 CO1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1037+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 CO1037
 CO1037  HISTORY     - Date     Condition        Report By
 CO1037  HISTORY     - UNK      MONUMENTED
 CO1037  HISTORY     - 19880721 GOOD             MSHD
 CO1037  HISTORY     - 19880721 GOOD             MSHD
 CO1037
 CO1037                          STATION DESCRIPTION
 CO1037
 CO1037'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1037'RECOVERED IN GOOD CONDITION.
 CO1037
 CO1037                          STATION RECOVERY (1988)
 CO1037
 CO1037'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1037'ABOUT 17.5 MILES (28.2 KM) NORTHEAST OF CARTHAGE IN A CONCRETE BRIDGE,
 CO1037'2.25 MILES (3.62 KM) SOUTHWEST OF THE STATE HIGHWAY 19 OVERPASS, 1
 CO1037'MILE (1.6 KM) SOUTHWEST OF THE ATTALA-LEAKE COUNTY LINE IN THE
 CO1037'SOUTHWEST 1/4 OF SEC 1, T 12N, R 9E.  IT IS 15.5 FEET (4.7 M)
 CO1037'SOUTHEAST OF THE CENTER OF HIGHWAY 25, 3 FEET (0.9 M) NORTHWEST OF A
 CO1037'METAL WITNESS POST SET IN A DRILL HOLE IN THE BASE OF THE CURVED
 CO1037'PORTION OF THE RAILING AT THE NORTHEAST END OF THE SOUTHEAST RAILING
 CO1037'OF A CONCRETE BRIDGE AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 CO1037'HIGHWAY.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND 35
 CO1037'IN CARTHAGE GO NORTH ON STATE HIGHWAY 35 FOR 2.65 MILES (4.26 KM) TO
 CO1037'THE JUNCTION OF STATE HIGHWAY 25, TURN RIGHT AND GO EAST ON STATE
 CO1037'HIGHWAY 25 FOR 8.9 MILES (14.3 KM) TO A CROSSROAD NEAR RENFROE,
 CO1037'CONTINUE EAST ON STATE HIGHWAY 25 FOR 8.7 MILES (14.0 KM) TO A BRIDGE
 CO1037'AND THE MARK ON THE RIGHT (0.4 MILES BEFORE REACHING A CROSSROAD) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1039 ***********************************************************************
 CO1039  DESIGNATION -  25 V 73
 CO1039  PID         -  CO1039
 CO1039  STATE/COUNTY-  MS/WINSTON
 CO1039  USGS QUAD   -  FOUR CORNERS (1989)
 CO1039
 CO1039                         *CURRENT SURVEY CONTROL
 CO1039  ___________________________________________________________________
 CO1039* NAD 83(1986)-  32 56 47.     (N)    089 18 35.     (W)     SCALED    
 CO1039* NAVD 88     -       155.344  (meters)     509.66   (feet)  ADJUSTED  
 CO1039  ___________________________________________________________________
 CO1039  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CO1039  DYNAMIC HT  -         155.169 (meters)     509.08  (feet)  COMP
 CO1039  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 CO1039
 CO1039  VERT ORDER  -  SECOND    CLASS II
 CO1039
 CO1039.The horizontal coordinates were scaled from a topographic map and have
 CO1039.an estimated accuracy of +/- 6 seconds.
 CO1039
 CO1039.The orthometric height was determined by differential leveling
 CO1039.and adjusted in June 1991.
 CO1039
 CO1039.The geoid height was determined by GEOID03.
 CO1039
 CO1039.The dynamic height is computed by dividing the NAVD 88
 CO1039.geopotential number by the normal gravity value computed on the
 CO1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1039.degrees latitude (g = 980.6199 gals.).
 CO1039
 CO1039.The modeled gravity was interpolated from observed gravity values.
 CO1039
 CO1039;                    North         East    Units  Estimated Accuracy
 CO1039;SPC MS E     -   382,200.      255,460.      MT  (+/- 180 meters Scaled)
 CO1039
 CO1039                          SUPERSEDED SURVEY CONTROL
 CO1039
 CO1039  NGVD 29 (??/??/92)  155.355  (m)          509.69   (f) ADJ UNCH    2 2
 CO1039
 CO1039.Superseded values are not recommended for survey control.
 CO1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1039.See file dsdata.txt to determine how the superseded data were derived.
 CO1039
 CO1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB840477(NAD 83)
 CO1039_MARKER: DD = SURVEY DISK
 CO1039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1039_SP_SET: BRIDGE ABUTMENT
 CO1039_STAMPING: BM 25 V 73 1975
 CO1039_MARK LOGO: MSHD  
 CO1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1039+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 CO1039
 CO1039  HISTORY     - Date     Condition        Report By
 CO1039  HISTORY     - 1975     MONUMENTED       MSHD
 CO1039  HISTORY     - 19911024 GOOD             MSHD
 CO1039
 CO1039                          STATION DESCRIPTION
 CO1039
 CO1039'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1039'MARK IS LOCATED 17 MI (27.4 KM) NORTHWEST ALONG STATE HIGHWAY 19 FROM
 CO1039'THE STATE HIGHWAY 15 BRIDGE NORTH OF PHILADELPHIA, IN THE STATE
 CO1039'HIGHWAY 19 BRIDGE OVER STATE HIGHWAY 25 AT FOUR CORNERS, 18 MI
 CO1039'(29.0 KM) SOUTHEAST OF KOSCIUSKO, 11.5 MI (18.5 KM) SOUTHEAST ALONG
 CO1039'STATE HIGHWAY 19 FROM THE JUNCTION OF STATE HIGHWAY 14, 4.4 MI
 CO1039'(7.1 KM) SOUTHEAST OF ZAMA AND IS IN SECTION 13, T 13N, R 10E.
 CO1039'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 CO1039'NORTHWEST ABUTMENT OF THE CONCRETE BRIDGE, ABOUT LEVEL WITH THE
 CO1039'HIGHWAY, 79 FT (24.1 M) NORTHWEST OF THE CENTER OF HIGHWAY 25, 22 FT
 CO1039'(6.7 M) SOUTHWEST OF THE CENTER OF HIGHWAY 19 AND 1 FT (0.3 M) EAST
 CO1039'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1040 ***********************************************************************
 CO1040  DESIGNATION -  25 V 74
 CO1040  PID         -  CO1040
 CO1040  STATE/COUNTY-  MS/WINSTON
 CO1040  USGS QUAD   -  FOUR CORNERS (1989)
 CO1040
 CO1040                         *CURRENT SURVEY CONTROL
 CO1040  ___________________________________________________________________
 CO1040* NAD 83(1986)-  32 57 17.     (N)    089 18 00.     (W)     SCALED    
 CO1040* NAVD 88     -       152.043  (meters)     498.83   (feet)  ADJUSTED  
 CO1040  ___________________________________________________________________
 CO1040  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO1040  DYNAMIC HT  -         151.871 (meters)     498.26  (feet)  COMP
 CO1040  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CO1040
 CO1040  VERT ORDER  -  SECOND    CLASS II
 CO1040
 CO1040.The horizontal coordinates were scaled from a topographic map and have
 CO1040.an estimated accuracy of +/- 6 seconds.
 CO1040
 CO1040.The orthometric height was determined by differential leveling
 CO1040.and adjusted in June 1991.
 CO1040
 CO1040.The geoid height was determined by GEOID03.
 CO1040
 CO1040.The dynamic height is computed by dividing the NAVD 88
 CO1040.geopotential number by the normal gravity value computed on the
 CO1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1040.degrees latitude (g = 980.6199 gals.).
 CO1040
 CO1040.The modeled gravity was interpolated from observed gravity values.
 CO1040
 CO1040;                    North         East    Units  Estimated Accuracy
 CO1040;SPC MS E     -   383,120.      256,370.      MT  (+/- 180 meters Scaled)
 CO1040
 CO1040                          SUPERSEDED SURVEY CONTROL
 CO1040
 CO1040  NGVD 29 (??/??/92)  152.052  (m)          498.86   (f) ADJ UNCH    2 2
 CO1040
 CO1040.Superseded values are not recommended for survey control.
 CO1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1040.See file dsdata.txt to determine how the superseded data were derived.
 CO1040
 CO1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB850486(NAD 83)
 CO1040_MARKER: DD = SURVEY DISK
 CO1040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1040_SP_SET: PIPE CULVERT
 CO1040_STAMPING: BM 25 V 74 1975
 CO1040_MARK LOGO: MSHD  
 CO1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1040+STABILITY: SURFACE MOTION
 CO1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1040+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 CO1040
 CO1040  HISTORY     - Date     Condition        Report By
 CO1040  HISTORY     - 1975     MONUMENTED       MSHD
 CO1040  HISTORY     - 19911024 GOOD             MSHD
 CO1040
 CO1040                          STATION DESCRIPTION
 CO1040
 CO1040'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1040'MARK IS LOCATED ABOUT 18.2 MI (29.3 KM) SOUTHEAST OF KOSCIUSKO, IN A
 CO1040'CULVERT UNDER STATE HIGHWAY 25, 16.8 MI (27.0 KM) NORTHWEST OF
 CO1040'PHILADELPHIA, 4.8 MI (7.7 KM) SOUTHEAST OF ZAMA, ABOUT 50 YDS
 CO1040'SOUTHEAST OF THE ENTRANCE TO A JUNK YARD, 4.8 MI (7.7 KM) SOUTHEAST
 CO1040'OF ZAMA AND IS IB SECTION 29, R 13N, T 10E.
 CO1040'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER SRTATE HIGHWAY 25, AT
 CO1040'FOUR CORNERS, GO NORTHEAST ON STATE HGIWAY 25 FOR 0.9 MI (1.4 KM) TO
 CO1040'THE MARK ON THE LEFT.
 CO1040'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 CO1040'NORTHWEST HEADWALL OF A 40 INCH CONCRETE PIPE CULVERT, ABOUT 8 FT
 CO1040'(2.4 M) BELOW THE LEVEL OF THE HIGHWAY, 35 FT (10.7 M) NORTHWEST OF
 CO1040'THE CENTER OF HIGHWAY 25 AND 4 FT (1.2 M) NORTHWEST OF A METAL
 CO1040'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1041 ***********************************************************************
 CO1041  DESIGNATION -  25 V 75
 CO1041  PID         -  CO1041
 CO1041  STATE/COUNTY-  MS/WINSTON
 CO1041  USGS QUAD   -  FOUR CORNERS (1989)
 CO1041
 CO1041                         *CURRENT SURVEY CONTROL
 CO1041  ___________________________________________________________________
 CO1041* NAD 83(1986)-  32 58 00.     (N)    089 17 27.     (W)     SCALED    
 CO1041* NAVD 88     -       156.606  (meters)     513.80   (feet)  ADJUSTED  
 CO1041  ___________________________________________________________________
 CO1041  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CO1041  DYNAMIC HT  -         156.429 (meters)     513.22  (feet)  COMP
 CO1041  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CO1041
 CO1041  VERT ORDER  -  SECOND    CLASS II
 CO1041
 CO1041.The horizontal coordinates were scaled from a topographic map and have
 CO1041.an estimated accuracy of +/- 6 seconds.
 CO1041
 CO1041.The orthometric height was determined by differential leveling
 CO1041.and adjusted in June 1991.
 CO1041
 CO1041.The geoid height was determined by GEOID03.
 CO1041
 CO1041.The dynamic height is computed by dividing the NAVD 88
 CO1041.geopotential number by the normal gravity value computed on the
 CO1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1041.degrees latitude (g = 980.6199 gals.).
 CO1041
 CO1041.The modeled gravity was interpolated from observed gravity values.
 CO1041
 CO1041;                    North         East    Units  Estimated Accuracy
 CO1041;SPC MS E     -   384,440.      257,230.      MT  (+/- 180 meters Scaled)
 CO1041
 CO1041                          SUPERSEDED SURVEY CONTROL
 CO1041
 CO1041  NGVD 29 (??/??/92)  156.613  (m)          513.82   (f) ADJ UNCH    2 2
 CO1041
 CO1041.Superseded values are not recommended for survey control.
 CO1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1041.See file dsdata.txt to determine how the superseded data were derived.
 CO1041
 CO1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB858499(NAD 83)
 CO1041_MARKER: DD = SURVEY DISK
 CO1041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1041_SP_SET: CULVERT HEADWALL
 CO1041_STAMPING: BM 25V 75 1975
 CO1041_MARK LOGO: MSHD  
 CO1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1041+STABILITY: SURFACE MOTION
 CO1041
 CO1041  HISTORY     - Date     Condition        Report By
 CO1041  HISTORY     - UNK      MONUMENTED
 CO1041  HISTORY     - 19880721 GOOD             MSHD
 CO1041
 CO1041                          STATION DESCRIPTION
 CO1041
 CO1041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1041'ABOUT 17 MILES (27.4 KM) SOUTHWEST OF LOUISVILLE IN A CULVERT UNDER
 CO1041'HIGHWAY 25, 1.95 MILES (3.14 KM) NORTHEAST OF THE STATE HIGHWAY 19
 CO1041'OVERPASS IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SEC 20, T 13N,
 CO1041'R 10E.  IT IS 152.5 FEET (46.5 M) EAST OF A POWER POLE WITH A GUY
 CO1041'WIRE, 53 FEET (16.2 M) SOUTH OF A 12 INCH OAK, 25 FEET (7.6 M)
 CO1041'NORTHWEST OF THE CENTER OF HIGHWAY 25, 1 FOOT (0.3 M) NORTHWEST OF A
 CO1041'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 CO1041'NORHWEST HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT AND IS ABOUT 4
 CO1041'FEET (1.2 M) BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE US
 CO1041'POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14)
 CO1041'FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN LEFT
 CO1041'AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 17.65 MILES (28.40 KM) TO
 CO1041'THE MARK ON THE RIGHT (0.35 MILE BEYOND A CROSSROAD) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1042 ***********************************************************************
 CO1042  DESIGNATION -  25 V 76
 CO1042  PID         -  CO1042
 CO1042  STATE/COUNTY-  MS/WINSTON
 CO1042  USGS QUAD   -  FOUR CORNERS (1989)
 CO1042
 CO1042                         *CURRENT SURVEY CONTROL
 CO1042  ___________________________________________________________________
 CO1042* NAD 83(1986)-  32 58 37.     (N)    089 16 44.     (W)     SCALED    
 CO1042* NAVD 88     -       145.197  (meters)     476.37   (feet)  ADJUSTED  
 CO1042  ___________________________________________________________________
 CO1042  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CO1042  DYNAMIC HT  -         145.032 (meters)     475.83  (feet)  COMP
 CO1042  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 CO1042
 CO1042  VERT ORDER  -  SECOND    CLASS II
 CO1042
 CO1042.The horizontal coordinates were scaled from a topographic map and have
 CO1042.an estimated accuracy of +/- 6 seconds.
 CO1042
 CO1042.The orthometric height was determined by differential leveling
 CO1042.and adjusted in June 1991.
 CO1042
 CO1042.The geoid height was determined by GEOID03.
 CO1042
 CO1042.The dynamic height is computed by dividing the NAVD 88
 CO1042.geopotential number by the normal gravity value computed on the
 CO1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1042.degrees latitude (g = 980.6199 gals.).
 CO1042
 CO1042.The modeled gravity was interpolated from observed gravity values.
 CO1042
 CO1042;                    North         East    Units  Estimated Accuracy
 CO1042;SPC MS E     -   385,570.      258,350.      MT  (+/- 180 meters Scaled)
 CO1042
 CO1042                          SUPERSEDED SURVEY CONTROL
 CO1042
 CO1042  NGVD 29 (??/??/92)  145.202  (m)          476.38   (f) ADJ UNCH    2 2
 CO1042
 CO1042.Superseded values are not recommended for survey control.
 CO1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1042.See file dsdata.txt to determine how the superseded data were derived.
 CO1042
 CO1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB870510(NAD 83)
 CO1042_MARKER: DD = SURVEY DISK
 CO1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1042_STAMPING: BM 25V 76 1970
 CO1042_MARK LOGO: MSHD  
 CO1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1042+STABILITY: SURFACE MOTION
 CO1042
 CO1042  HISTORY     - Date     Condition        Report By
 CO1042  HISTORY     - UNK      MONUMENTED
 CO1042  HISTORY     - 19880721 GOOD             MSHD
 CO1042
 CO1042                          STATION DESCRIPTION
 CO1042
 CO1042'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1042'ABOUT 16 MILES (25.7 KM) SOUTHWEST OF LOUISVILLE ON THE NORTH RIGHT OF
 CO1042'WAY OF STATE HIGHWAY 25, 22.3 MILES (35.9 KM) NORTHEAST OF CARTHAGE,
 CO1042'3.1 MILES (5.0 KM) NORTHEAST OF THE STATE HIGHWAY 19 OVERPASS, 0.8
 CO1042'MILE (1.3 KM) NORTHEAST OF A CROSSROAD IN THE SOUTHWEST 1/4 OF THE
 CO1042'SOUTHEAST 1/4 OF SEC 16, T 13N, R 10E.  IT IS 34 FEET (10.4 M)
 CO1042'SOUTHWEST OF THE CENTER OF A FIELD ROAD, 41 FEET (12.5 M) NORTHWEST OF
 CO1042'THE CENTER OF HIGHWAY 25, 2 FEET (0.6 M) SOUTHEAST OF A METAL WITNESS
 CO1042'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT (0.3 M)
 CO1042'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH
 CO1042'FROM THE US POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE
 CO1042'HIGHWAY 14) FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE HIGHWAY
 CO1042'25, TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 14.5 MILES
 CO1042'(23.3 KM) TO A SIDE ROAD LEFT, CONTINUE WEST ON HIGHWAY 25 FOR 2.1
 CO1042'MILES (3.4 KM) TO A FIELD ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1043 ***********************************************************************
 CO1043  DESIGNATION -  25 V 77
 CO1043  PID         -  CO1043
 CO1043  STATE/COUNTY-  MS/WINSTON
 CO1043  USGS QUAD   -  FOUR CORNERS (1989)
 CO1043
 CO1043                         *CURRENT SURVEY CONTROL
 CO1043  ___________________________________________________________________
 CO1043* NAD 83(1986)-  32 58 44.     (N)    089 16 03.     (W)     SCALED    
 CO1043* NAVD 88     -       147.142  (meters)     482.75   (feet)  ADJUSTED  
 CO1043  ___________________________________________________________________
 CO1043  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CO1043  DYNAMIC HT  -         146.975 (meters)     482.20  (feet)  COMP
 CO1043  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CO1043
 CO1043  VERT ORDER  -  SECOND    CLASS II
 CO1043
 CO1043.The horizontal coordinates were scaled from a topographic map and have
 CO1043.an estimated accuracy of +/- 6 seconds.
 CO1043
 CO1043.The orthometric height was determined by differential leveling
 CO1043.and adjusted in June 1991.
 CO1043
 CO1043.The geoid height was determined by GEOID03.
 CO1043
 CO1043.The dynamic height is computed by dividing the NAVD 88
 CO1043.geopotential number by the normal gravity value computed on the
 CO1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1043.degrees latitude (g = 980.6199 gals.).
 CO1043
 CO1043.The modeled gravity was interpolated from observed gravity values.
 CO1043
 CO1043;                    North         East    Units  Estimated Accuracy
 CO1043;SPC MS E     -   385,780.      259,420.      MT  (+/- 180 meters Scaled)
 CO1043
 CO1043                          SUPERSEDED SURVEY CONTROL
 CO1043
 CO1043  NGVD 29 (??/??/92)  147.146  (m)          482.76   (f) ADJ UNCH    2 2
 CO1043
 CO1043.Superseded values are not recommended for survey control.
 CO1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1043.See file dsdata.txt to determine how the superseded data were derived.
 CO1043
 CO1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB881512(NAD 83)
 CO1043_MARKER: DD = SURVEY DISK
 CO1043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1043_SP_SET: CULVERT HEADWALL
 CO1043_STAMPING: BM 25V 77 1975
 CO1043_MARK LOGO: MSHD  
 CO1043_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1043+STABILITY: SURFACE MOTION
 CO1043
 CO1043  HISTORY     - Date     Condition        Report By
 CO1043  HISTORY     - UNK      MONUMENTED
 CO1043  HISTORY     - 19880721 GOOD             MSHD
 CO1043
 CO1043                          STATION DESCRIPTION
 CO1043
 CO1043'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1043'ABOUT 15.5 MILES (24.9 KM) SOUTHWEST OF LOUISVILLE IN A CULVERT, 3.7
 CO1043'MILES (6.0 KM) NORTHEAST OF THE STATE HIGHWAY 19 OVERPASS, 1.4 MILES
 CO1043'(2.3 KM) NORTHEAST OF A CROSSROAD IN THE SOUTHWEST 1/4 OF SEC 15, T
 CO1043'10E.  IT IS 88 FEET (26.8 M) WEST OF THE CENTER OF THE DRIVEWAY
 CO1043'LEADING TO MR W S KEENES HOUSE, 19 FEET (5.8 M) NORTH OF THE CENTER
 CO1043'OF HIGHWAY 25, 1.5 FEET (0.5 M) SOUTHWEST OF A METAL WITNESS POST SET
 CO1043'IN A DRILL HOLE IN THE EAST END OF THE NORTH HEADWALL OF A 12 X 6
 CO1043'FOOT (1.8 M) CONCRETE BOX CULVERT AND IS ABOUT 18 INCHES BELOW THE
 CO1043'LEVEL OF THE HIGHWAY.  TO REACH FROM THE US POST OFFICE IN LOUISVILLE
 CO1043'GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES (1.8 KM) TO
 CO1043'THE JUNCTION OF STATE HIGHWAY 25, TURN LEFT AND GO SOUTHWEST ON STATE
 CO1043'HIGHWAY 25 FOR 14.5 MILES (23.3 KM) TO A SIDE ROAD LEFT, CONTINUE
 CO1043'WEST ON STATE HIGHWAY 25 FOR 1.55 MILES (2.49 KM) TO THE MARK ON THE
 CO1043'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1044 ***********************************************************************
 CO1044  DESIGNATION -  25 V 78
 CO1044  PID         -  CO1044
 CO1044  STATE/COUNTY-  MS/WINSTON
 CO1044  USGS QUAD   -  PLATTSBURG (1972)
 CO1044
 CO1044                         *CURRENT SURVEY CONTROL
 CO1044  ___________________________________________________________________
 CO1044* NAD 83(1986)-  32 58 52.     (N)    089 14 55.     (W)     SCALED    
 CO1044* NAVD 88     -       168.324  (meters)     552.24   (feet)  ADJUSTED  
 CO1044  ___________________________________________________________________
 CO1044  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CO1044  DYNAMIC HT  -         168.133 (meters)     551.62  (feet)  COMP
 CO1044  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CO1044
 CO1044  VERT ORDER  -  SECOND    CLASS II
 CO1044
 CO1044.The horizontal coordinates were scaled from a topographic map and have
 CO1044.an estimated accuracy of +/- 6 seconds.
 CO1044
 CO1044.The orthometric height was determined by differential leveling
 CO1044.and adjusted in June 1991.
 CO1044
 CO1044.The geoid height was determined by GEOID03.
 CO1044
 CO1044.The dynamic height is computed by dividing the NAVD 88
 CO1044.geopotential number by the normal gravity value computed on the
 CO1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1044.degrees latitude (g = 980.6199 gals.).
 CO1044
 CO1044.The modeled gravity was interpolated from observed gravity values.
 CO1044
 CO1044;                    North         East    Units  Estimated Accuracy
 CO1044;SPC MS E     -   386,020.      261,180.      MT  (+/- 180 meters Scaled)
 CO1044
 CO1044                          SUPERSEDED SURVEY CONTROL
 CO1044
 CO1044  NGVD 29 (??/??/92)  168.324  (m)          552.24   (f) ADJ UNCH    2 2
 CO1044
 CO1044.Superseded values are not recommended for survey control.
 CO1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1044.See file dsdata.txt to determine how the superseded data were derived.
 CO1044
 CO1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB898514(NAD 83)
 CO1044_MARKER: DD = SURVEY DISK
 CO1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1044_STAMPING: BM 25V 78 1975
 CO1044_MARK LOGO: MSHD  
 CO1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1044+STABILITY: SURFACE MOTION
 CO1044
 CO1044  HISTORY     - Date     Condition        Report By
 CO1044  HISTORY     - UNK      MONUMENTED
 CO1044  HISTORY     - 19880721 GOOD             MSHD
 CO1044
 CO1044                          STATION DESCRIPTION
 CO1044
 CO1044'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1044'ABOUT 14.5 MILES (23.3 KM) SOUTHWEST OF LOUISVILLE ON THE NORTHWEST
 CO1044'RIGHT OF WAY OF STATE HIGHWAY 25, 4.85 MILES (7.81 KM) NORTHEAST OF
 CO1044'THE STATE HIGHWAY 19 OVERPASS IN THE NORTHWEST 1/4 OF THE SOUTHWEST
 CO1044'1/4 OF SEC 15, T 13N, R 10E.  IT IS 54 FEET (16.5 M) NORTH OF THE
 CO1044'CENTER OF HIGHWAY 25, 10 FEET (3.0 M) WEST OF THE CENTER OF A WOODS
 CO1044'ROAD, 2 FEET (0.6 M) SOUTH OF A METAL WITNESS POST SET IN THE TOP OF
 CO1044'A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 CO1044'THE GROUND.  TO REACH FROM THE US POST OFFICE IN LOUISVILLE GO WEST
 CO1044'ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES (1.8 KM) TO THE
 CO1044'JUNCTION OF STATE HIGHWAY 25, TURN LEFT AND GO SOUTHWEST ON STATE
 CO1044'HIGHWAY 25 FOR 14.5 MILES (23.3 KM) TO A SIDE ROAD LEFT, CONTINUE
 CO1044'WEST ON HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1045 ***********************************************************************
 CO1045  DESIGNATION -  25 V 79
 CO1045  PID         -  CO1045
 CO1045  STATE/COUNTY-  MS/WINSTON
 CO1045  USGS QUAD   -  PLATTSBURG (1972)
 CO1045
 CO1045                         *CURRENT SURVEY CONTROL
 CO1045  ___________________________________________________________________
 CO1045* NAD 83(1986)-  32 59 08.     (N)    089 13 57.     (W)     SCALED    
 CO1045* NAVD 88     -       156.867  (meters)     514.65   (feet)  ADJUSTED  
 CO1045  ___________________________________________________________________
 CO1045  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CO1045  DYNAMIC HT  -         156.689 (meters)     514.07  (feet)  COMP
 CO1045  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 CO1045
 CO1045  VERT ORDER  -  SECOND    CLASS II
 CO1045
 CO1045.The horizontal coordinates were scaled from a topographic map and have
 CO1045.an estimated accuracy of +/- 6 seconds.
 CO1045
 CO1045.The orthometric height was determined by differential leveling
 CO1045.and adjusted in June 1991.
 CO1045
 CO1045.The geoid height was determined by GEOID03.
 CO1045
 CO1045.The dynamic height is computed by dividing the NAVD 88
 CO1045.geopotential number by the normal gravity value computed on the
 CO1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1045.degrees latitude (g = 980.6199 gals.).
 CO1045
 CO1045.The modeled gravity was interpolated from observed gravity values.
 CO1045
 CO1045;                    North         East    Units  Estimated Accuracy
 CO1045;SPC MS E     -   386,510.      262,690.      MT  (+/- 180 meters Scaled)
 CO1045
 CO1045                          SUPERSEDED SURVEY CONTROL
 CO1045
 CO1045  NGVD 29 (??/??/92)  156.866  (m)          514.65   (f) ADJ UNCH    2 2
 CO1045
 CO1045.Superseded values are not recommended for survey control.
 CO1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1045.See file dsdata.txt to determine how the superseded data were derived.
 CO1045
 CO1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB913518(NAD 83)
 CO1045_MARKER: DD = SURVEY DISK
 CO1045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1045_SP_SET: CULVERT HEADWALL
 CO1045_STAMPING: BM 25V 79 1975
 CO1045_MARK LOGO: MSHD  
 CO1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1045+STABILITY: SURFACE MOTION
 CO1045
 CO1045  HISTORY     - Date     Condition        Report By
 CO1045  HISTORY     - UNK      MONUMENTED
 CO1045  HISTORY     - 19880721 GOOD             MSHD
 CO1045
 CO1045                          STATION DESCRIPTION
 CO1045
 CO1045'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1045'ABOUT 13.7 MILES (22.0 KM) SOUTHWEST OF LOUISVILLE IN A CULVERT, 5.9
 CO1045'MILES (9.5 KM) NORTHWEST OF THE STATE HIGHWAY 19 OVERPASS IN THE
 CO1045'NORTHWEST 1/4 OF SEC 13, T 13N, R 10E.  IT IS 24 FEET (7.3 M)
 CO1045'NORTHWEST OF THE CENTER OF HIGHWAY 25, 2 FEET (0.6 M) NORTHWEST OF A
 CO1045'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 CO1045'NORTHWEST HEADWALL OF A 40 INCH CONCRETE PIPE CULVERT AND IS ABOUT 3
 CO1045'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE US POST
 CO1045'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR
 CO1045'1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN LEFT AND
 CO1045'GO SOUTHWEST ON STATE HIGHWAY 25 FOR 12.9 MILES (20.8 KM) TO A
 CO1045'CROSSROAD, CONTINUE SOUTHWEST ON HIGHWAY 25 FOR 0.95 MILE (1.53 KM)
 CO1045'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3299 ***********************************************************************
 CP3299  DESIGNATION -  25 V 8
 CP3299  PID         -  CP3299
 CP3299  STATE/COUNTY-  MS/HINDS
 CP3299  USGS QUAD   -  JACKSON (1998)
 CP3299
 CP3299                         *CURRENT SURVEY CONTROL
 CP3299  ___________________________________________________________________
 CP3299* NAD 83(1986)-  32 20 07.     (N)    090 08 54.     (W)     SCALED    
 CP3299* NAVD 88     -        90.701  (meters)     297.57   (feet)  ADJUSTED  
 CP3299  ___________________________________________________________________
 CP3299  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP3299  DYNAMIC HT  -          90.599 (meters)     297.24  (feet)  COMP
 CP3299  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CP3299
 CP3299  VERT ORDER  -  SECOND    CLASS II
 CP3299
 CP3299.The horizontal coordinates were scaled from a topographic map and have
 CP3299.an estimated accuracy of +/- 6 seconds.
 CP3299
 CP3299.The orthometric height was determined by differential leveling
 CP3299.and adjusted in June 1991.
 CP3299
 CP3299.The geoid height was determined by GEOID03.
 CP3299
 CP3299.The dynamic height is computed by dividing the NAVD 88
 CP3299.geopotential number by the normal gravity value computed on the
 CP3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3299.degrees latitude (g = 980.6199 gals.).
 CP3299
 CP3299.The modeled gravity was interpolated from observed gravity values.
 CP3299
 CP3299;                    North         East    Units  Estimated Accuracy
 CP3299;SPC MS W     -   314,340.      717,420.      MT  (+/- 180 meters Scaled)
 CP3299
 CP3299                          SUPERSEDED SURVEY CONTROL
 CP3299
 CP3299.No superseded survey control is available for this station.
 CP3299
 CP3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR684811(NAD 83)
 CP3299_MARKER: DD = SURVEY DISK
 CP3299_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3299_SP_SET: TRAFFIC SIGNAL BASE
 CP3299_STAMPING: BM 25V8 1988
 CP3299_MARK LOGO: MSHD  
 CP3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3299+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP3299
 CP3299  HISTORY     - Date     Condition        Report By
 CP3299  HISTORY     - 1988     MONUMENTED       MSHD
 CP3299
 CP3299                          STATION DESCRIPTION
 CP3299
 CP3299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP3299'1.37 KM (0.85 MI) EAST ALONG LAKELAND DRIVE FROM THE I-55 BRIDGE IN
 CP3299'THE NORTHEAST SECTION OF JACKSON TO THE MARK ON THE LEFT, 9.08 M
 CP3299'(29.8 FT) NORTH OF THE CENTER OF THE WEST BOUND LANE OF LAKELAND
 CP3299'DRIVE, 20.12 M (66.0 FT) WEST OF THE PROJECTED CENTER OF LAKEWARD
 CP3299'DRIVE, IN THE NORTHWEST CORNER OF CONCRETE BASE OF SIGNAL CONTROL BOX
 CP3299'AND ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1046 ***********************************************************************
 CO1046  DESIGNATION -  25 V 80
 CO1046  PID         -  CO1046
 CO1046  STATE/COUNTY-  MS/WINSTON
 CO1046  USGS QUAD   -  PLATTSBURG (1972)
 CO1046
 CO1046                         *CURRENT SURVEY CONTROL
 CO1046  ___________________________________________________________________
 CO1046* NAD 83(1986)-  32 59 38.     (N)    089 13 09.     (W)     SCALED    
 CO1046* NAVD 88     -       173.625  (meters)     569.63   (feet)  ADJUSTED  
 CO1046  ___________________________________________________________________
 CO1046  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO1046  DYNAMIC HT  -         173.428 (meters)     568.99  (feet)  COMP
 CO1046  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CO1046
 CO1046  VERT ORDER  -  SECOND    CLASS II
 CO1046
 CO1046.The horizontal coordinates were scaled from a topographic map and have
 CO1046.an estimated accuracy of +/- 6 seconds.
 CO1046
 CO1046.The orthometric height was determined by differential leveling
 CO1046.and adjusted in June 1991.
 CO1046
 CO1046.The geoid height was determined by GEOID03.
 CO1046
 CO1046.The dynamic height is computed by dividing the NAVD 88
 CO1046.geopotential number by the normal gravity value computed on the
 CO1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1046.degrees latitude (g = 980.6199 gals.).
 CO1046
 CO1046.The modeled gravity was interpolated from observed gravity values.
 CO1046
 CO1046;                    North         East    Units  Estimated Accuracy
 CO1046;SPC MS E     -   387,430.      263,940.      MT  (+/- 180 meters Scaled)
 CO1046
 CO1046                          SUPERSEDED SURVEY CONTROL
 CO1046
 CO1046  NGVD 29 (??/??/92)  173.622  (m)          569.62   (f) ADJ UNCH    2 2
 CO1046
 CO1046.Superseded values are not recommended for survey control.
 CO1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1046.See file dsdata.txt to determine how the superseded data were derived.
 CO1046
 CO1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB926527(NAD 83)
 CO1046_MARKER: DD = SURVEY DISK
 CO1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1046_STAMPING: BM 25V 80 1975
 CO1046_MARK LOGO: MSHD  
 CO1046_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1046+STABILITY: SURFACE MOTION
 CO1046
 CO1046  HISTORY     - Date     Condition        Report By
 CO1046  HISTORY     - UNK      MONUMENTED
 CO1046  HISTORY     - 19880721 GOOD             MSHD
 CO1046
 CO1046                          STATION DESCRIPTION
 CO1046
 CO1046'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1046'ABOUT 12.9 MILES (20.8 KM) SOUTHWEST OF LOUISVILLE IN THE SOUTH ANGLE
 CO1046'OF A CROSSROAD NEAR THE NORTHWEST CORNER OF A CEMETERY FENCE, 6.8
 CO1046'MILES (10.9 KM) NORTHEAST OF THE STATE HIGHWAY 19 OVERPASS IN THE
 CO1046'SOUTHEAST 1/4 OF SEC 12, T 13N, R 10E.  IT IS 157 FEET (47.9 M)
 CO1046'SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 104 FEET (31.7 M)
 CO1046'SOUTHWEST OF A POWER POLE WITH GUY WIRES, 70 FEET (21.3 M) SOUTHEAST
 CO1046'OF THE CENTER OF HIGHWAY 25, 26 FEET (7.9 M) EAST OF A RIGHT OF WAY
 CO1046'MARKER, 2 FEET (0.6 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 CO1046'CYCLONE FENCE AROUND A CEMETERY, 1.5 FEET (0.5 M) WEST OF A METAL
 CO1046'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 10 FEET
 CO1046'(3.0 M) ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CO1046'TO REACH FROM THE US POST OFFICE IN LOUISVILLE GO WEST ON MAIN
 CO1046'STREET (STATE HIGHWAY 14) FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF
 CO1046'STATE HIGHWAY 25, TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR
 CO1046'12.9 MILES (20.8 KM) TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1281 ***********************************************************************
 DJ1281  DESIGNATION -  25 V 81
 DJ1281  PID         -  DJ1281
 DJ1281  STATE/COUNTY-  MS/WINSTON
 DJ1281  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1281
 DJ1281                         *CURRENT SURVEY CONTROL
 DJ1281  ___________________________________________________________________
 DJ1281* NAD 83(1986)-  33 00 14.     (N)    089 12 08.     (W)     SCALED    
 DJ1281* NAVD 88     -       157.075  (meters)     515.34   (feet)  ADJUSTED  
 DJ1281  ___________________________________________________________________
 DJ1281  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DJ1281  DYNAMIC HT  -         156.897 (meters)     514.75  (feet)  COMP
 DJ1281  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 DJ1281
 DJ1281  VERT ORDER  -  SECOND    CLASS II
 DJ1281
 DJ1281.The horizontal coordinates were scaled from a topographic map and have
 DJ1281.an estimated accuracy of +/- 6 seconds.
 DJ1281
 DJ1281.The orthometric height was determined by differential leveling
 DJ1281.and adjusted in June 1991.
 DJ1281
 DJ1281.The geoid height was determined by GEOID03.
 DJ1281
 DJ1281.The dynamic height is computed by dividing the NAVD 88
 DJ1281.geopotential number by the normal gravity value computed on the
 DJ1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1281.degrees latitude (g = 980.6199 gals.).
 DJ1281
 DJ1281.The modeled gravity was interpolated from observed gravity values.
 DJ1281
 DJ1281;                    North         East    Units  Estimated Accuracy
 DJ1281;SPC MS E     -   388,530.      265,530.      MT  (+/- 180 meters Scaled)
 DJ1281
 DJ1281                          SUPERSEDED SURVEY CONTROL
 DJ1281
 DJ1281  NGVD 29 (??/??/92)  157.070  (m)          515.32   (f) ADJ UNCH    2 2
 DJ1281
 DJ1281.Superseded values are not recommended for survey control.
 DJ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1281.See file dsdata.txt to determine how the superseded data were derived.
 DJ1281
 DJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB942538(NAD 83)
 DJ1281_MARKER: DD = SURVEY DISK
 DJ1281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ1281_SP_SET: CULVERT HEADWALL
 DJ1281_STAMPING: BM 25V 81 1975
 DJ1281_MARK LOGO: MSHD  
 DJ1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1281+STABILITY: SURFACE MOTION
 DJ1281
 DJ1281  HISTORY     - Date     Condition        Report By
 DJ1281  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1281  HISTORY     - 19880721 GOOD             MSHD
 DJ1281
 DJ1281                          STATION DESCRIPTION
 DJ1281
 DJ1281'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1281'11.6 MI SW FROM LOUISVILLE.
 DJ1281'THE MARK IS LOCATED 11.6 MILES SOUTHWEST OF LOUISVILLE IN A CULVERT IN
 DJ1281'THE SOUTHEAST ANGLE OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO
 DJ1281'NOXAPATER, 8 MILES NORTHEAST OF THE STATE HIGHWAY 19 OVERPASS, 1.15
 DJ1281'MILES NORTHEAST OF A CROSSROAD IN THE NORTHEAST 1/4 OF SECTION 7, T
 DJ1281'13N, R 10E.  IT IS 112 FEET NORTHEAST OF THE CENTER OF A BLACK TOP
 DJ1281'ROAD LEADING TO NOXAPATER, 47 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 DJ1281'25, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 DJ1281'THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE
 DJ1281'CULVERT AND IS ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH
 DJ1281'FROM THE U.S. POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE
 DJ1281'HIGHWAY 14) FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 25. TURN
 DJ1281'LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 11.8 MILES TO A SIDE
 DJ1281'ROAD AND THE MARK ON THE LEFT.
 DJ1281
 DJ1281                          STATION RECOVERY (1988)
 DJ1281
 DJ1281'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1281'ABOUT 11.6 MILES (18.7 KM) SOUTHWEST OF LOUISVILLE IN A CULVERT IN THE
 DJ1281'SOUTHEAST ANGLE OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO
 DJ1281'NOXAPATER, 8 MILES (12.9 KM) NORTHEAST OF THE STATE HIGHWAY 19
 DJ1281'OVERPASS, 1.15 MILES (1.85 KM) NORTHEAST OF A CROSSROAD IN THE
 DJ1281'NORTHEAST 1/4 OF SEC 7, T 13N, R 10E.  IT IS 112 FEET (34.1 M)
 DJ1281'NORTHEAST OF THE CENTER OF A BLACK TOP ROAD LEADING TO NOXAPATER, 47
 DJ1281'FEET (14.3 M) SOUTHEAST OF THE CENTER OF HIGHWAY 25, 1 FOOT (0.3 M)
 DJ1281'NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHWEST
 DJ1281'END OF THE SOUTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT AND
 DJ1281'IS ABOUT 12 FEET (3.7 M) BELOW THE LEVEL OF THE HIGHWAY.  TO REACH
 DJ1281'FROM THE US POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE
 DJ1281'HIGHWAY 14) FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF STATE HIGHWAY
 DJ1281'25, TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 11.8 MILES
 DJ1281'(19.0 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1282 ***********************************************************************
 DJ1282  DESIGNATION -  25 V 82
 DJ1282  PID         -  DJ1282
 DJ1282  STATE/COUNTY-  MS/WINSTON
 DJ1282  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1282
 DJ1282                         *CURRENT SURVEY CONTROL
 DJ1282  ___________________________________________________________________
 DJ1282* NAD 83(1986)-  33 00 44.     (N)    089 11 23.     (W)     SCALED    
 DJ1282* NAVD 88     -       168.168  (meters)     551.73   (feet)  ADJUSTED  
 DJ1282  ___________________________________________________________________
 DJ1282  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1282  DYNAMIC HT  -         167.978 (meters)     551.11  (feet)  COMP
 DJ1282  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DJ1282
 DJ1282  VERT ORDER  -  SECOND    CLASS II
 DJ1282
 DJ1282.The horizontal coordinates were scaled from a topographic map and have
 DJ1282.an estimated accuracy of +/- 6 seconds.
 DJ1282
 DJ1282.The orthometric height was determined by differential leveling
 DJ1282.and adjusted in June 1991.
 DJ1282
 DJ1282.The geoid height was determined by GEOID03.
 DJ1282
 DJ1282.The dynamic height is computed by dividing the NAVD 88
 DJ1282.geopotential number by the normal gravity value computed on the
 DJ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1282.degrees latitude (g = 980.6199 gals.).
 DJ1282
 DJ1282.The modeled gravity was interpolated from observed gravity values.
 DJ1282
 DJ1282;                    North         East    Units  Estimated Accuracy
 DJ1282;SPC MS E     -   389,450.      266,700.      MT  (+/- 180 meters Scaled)
 DJ1282
 DJ1282                          SUPERSEDED SURVEY CONTROL
 DJ1282
 DJ1282  NGVD 29 (??/??/92)  168.162  (m)          551.71   (f) ADJ UNCH    2 2
 DJ1282
 DJ1282.Superseded values are not recommended for survey control.
 DJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1282.See file dsdata.txt to determine how the superseded data were derived.
 DJ1282
 DJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB954547(NAD 83)
 DJ1282_MARKER: DD = SURVEY DISK
 DJ1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1282_SP_SET: CULVERT
 DJ1282_STAMPING: BM 25V 82 1975
 DJ1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1282
 DJ1282  HISTORY     - Date     Condition        Report By
 DJ1282  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1282
 DJ1282                          STATION DESCRIPTION
 DJ1282
 DJ1282'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1282'10.8 MI SW FROM LOUISVILLE.
 DJ1282'THE MARK IS LOCATED 10.8 MILES SOUTHWEST OF LOUISVILLE IN THE SOUTH
 DJ1282'ANGLE OF A CROSSROAD, 9 MILES NORTHEAST OF THE STATE HIGHWAY 19
 DJ1282'OVERPASS IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 5, T
 DJ1282'13N, R 11E.  IT IS 82 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 DJ1282'32 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 25, 1 FOOT NORTHEAST OF A
 DJ1282'METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 DJ1282'SOUTHEAST HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT AND IS ABOUT 6
 DJ1282'FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE U.S. POST
 DJ1282'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1
 DJ1282'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST
 DJ1282'ON STATE HIGHWAY 25 FOR 10.7 MILES TO A CROSSROAD AND THE MARK ON THE
 DJ1282'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1283 ***********************************************************************
 DJ1283  DESIGNATION -  25 V 83
 DJ1283  PID         -  DJ1283
 DJ1283  STATE/COUNTY-  MS/WINSTON
 DJ1283  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1283
 DJ1283                         *CURRENT SURVEY CONTROL
 DJ1283  ___________________________________________________________________
 DJ1283* NAD 83(1986)-  33 01 23.     (N)    089 10 43.     (W)     SCALED    
 DJ1283* NAVD 88     -       172.904  (meters)     567.27   (feet)  ADJUSTED  
 DJ1283  ___________________________________________________________________
 DJ1283  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DJ1283  DYNAMIC HT  -         172.708 (meters)     566.63  (feet)  COMP
 DJ1283  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 DJ1283
 DJ1283  VERT ORDER  -  SECOND    CLASS II
 DJ1283
 DJ1283.The horizontal coordinates were scaled from a topographic map and have
 DJ1283.an estimated accuracy of +/- 6 seconds.
 DJ1283
 DJ1283.The orthometric height was determined by differential leveling
 DJ1283.and adjusted in June 1991.
 DJ1283
 DJ1283.The geoid height was determined by GEOID03.
 DJ1283
 DJ1283.The dynamic height is computed by dividing the NAVD 88
 DJ1283.geopotential number by the normal gravity value computed on the
 DJ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1283.degrees latitude (g = 980.6199 gals.).
 DJ1283
 DJ1283.The modeled gravity was interpolated from observed gravity values.
 DJ1283
 DJ1283;                    North         East    Units  Estimated Accuracy
 DJ1283;SPC MS E     -   390,650.      267,740.      MT  (+/- 180 meters Scaled)
 DJ1283
 DJ1283                          SUPERSEDED SURVEY CONTROL
 DJ1283
 DJ1283  NGVD 29 (??/??/92)  172.896  (m)          567.24   (f) ADJ UNCH    2 2
 DJ1283
 DJ1283.Superseded values are not recommended for survey control.
 DJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1283.See file dsdata.txt to determine how the superseded data were derived.
 DJ1283
 DJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB965559(NAD 83)
 DJ1283_MARKER: DD = SURVEY DISK
 DJ1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1283_SP_SET: CULVERT
 DJ1283_STAMPING: BM 25V 83 1975
 DJ1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1283
 DJ1283  HISTORY     - Date     Condition        Report By
 DJ1283  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1283
 DJ1283                          STATION DESCRIPTION
 DJ1283
 DJ1283'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1283'9.8 MI SW FROM LOUISVILLE.
 DJ1283'THE MARK IS LOCATED 9.8 MILES SOUTHWEST OF LOUISVILLE IN THE EAST
 DJ1283'ANGLE OF A CROSSROAD, 9.9 MILES NORTHEAST OF THE STATE HIGHWAY 19
 DJ1283'OVERPASS IN THE SOUTHWEST 1/4 OF SECTION 33, T 14N, R 11E.  IT IS 61
 DJ1283'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 25, 18 FEET NORTHEAST OF THE
 DJ1283'CENTER OF A GRAVELED ROAD, 9 FEET SOUTHEAST OF A STOP SIGN, 3 FEET
 DJ1283'NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHEAST
 DJ1283'END OF THE NORTHEAST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT
 DJ1283'UNDER A GRAVELED ROAD AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DJ1283'HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN LOUISVILLE GO WEST ON
 DJ1283'MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES TO THE JUNCTION OF STATE
 DJ1283'HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 9.75
 DJ1283'MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1284 ***********************************************************************
 DJ1284  DESIGNATION -  25 V 84
 DJ1284  PID         -  DJ1284
 DJ1284  STATE/COUNTY-  MS/WINSTON
 DJ1284  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1284
 DJ1284                         *CURRENT SURVEY CONTROL
 DJ1284  ___________________________________________________________________
 DJ1284* NAD 83(1986)-  33 02 02.     (N)    089 10 03.     (W)     SCALED    
 DJ1284* NAVD 88     -       156.848  (meters)     514.59   (feet)  ADJUSTED  
 DJ1284  ___________________________________________________________________
 DJ1284  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ1284  DYNAMIC HT  -         156.670 (meters)     514.01  (feet)  COMP
 DJ1284  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 DJ1284
 DJ1284  VERT ORDER  -  SECOND    CLASS II
 DJ1284
 DJ1284.The horizontal coordinates were scaled from a topographic map and have
 DJ1284.an estimated accuracy of +/- 6 seconds.
 DJ1284
 DJ1284.The orthometric height was determined by differential leveling
 DJ1284.and adjusted in June 1991.
 DJ1284
 DJ1284.The geoid height was determined by GEOID03.
 DJ1284
 DJ1284.The dynamic height is computed by dividing the NAVD 88
 DJ1284.geopotential number by the normal gravity value computed on the
 DJ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1284.degrees latitude (g = 980.6199 gals.).
 DJ1284
 DJ1284.The modeled gravity was interpolated from observed gravity values.
 DJ1284
 DJ1284;                    North         East    Units  Estimated Accuracy
 DJ1284;SPC MS E     -   391,850.      268,780.      MT  (+/- 180 meters Scaled)
 DJ1284
 DJ1284                          SUPERSEDED SURVEY CONTROL
 DJ1284
 DJ1284  NGVD 29 (??/??/92)  156.838  (m)          514.56   (f) ADJ UNCH    2 2
 DJ1284
 DJ1284.Superseded values are not recommended for survey control.
 DJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1284.See file dsdata.txt to determine how the superseded data were derived.
 DJ1284
 DJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB975571(NAD 83)
 DJ1284_MARKER: DD = SURVEY DISK
 DJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1284_STAMPING: BM 25V 84 1975
 DJ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1284+STABILITY: SURFACE MOTION
 DJ1284
 DJ1284  HISTORY     - Date     Condition        Report By
 DJ1284  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1284
 DJ1284                          STATION DESCRIPTION
 DJ1284
 DJ1284'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1284'8.8 MI SW FROM LOUISVILLE.
 DJ1284'THE MARK IS LOCATED 8.8 MILES SOUTHWEST OF LOUISVILLE ON THE SOUTHEAST
 DJ1284'RIGHT OF WAY OF STATE HIGHWAY 25, 10.8 MILES NORTHEAST OF THE STATE
 DJ1284'HIGHWAY 19 OVERPASS, 0.3 MILE NORTHEAST OF A SIDE ROAD LEADING
 DJ1284'SOUTHEAST IN THE NORTHEAST 1/4 OF SECTION 33, T 14N, R 11E. IT IS 132
 DJ1284'FEET SOUTH OF A POWER POLE WITH TRANSFORMERS, 50 FEET SOUTHEAST OF THE
 DJ1284'CENTER OF HIGHWAY 25, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN
 DJ1284'THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS
 DJ1284'FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1284'LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES TO
 DJ1284'THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST ON STATE
 DJ1284'HIGHWAY 25 FOR 7 MILES TO A CROSSROAD.  CONTINUE SOUTHWEST ON STATE
 DJ1284'HIGHWAY 25 FOR 1.7 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1285 ***********************************************************************
 DJ1285  DESIGNATION -  25 V 85
 DJ1285  PID         -  DJ1285
 DJ1285  STATE/COUNTY-  MS/WINSTON
 DJ1285  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1285
 DJ1285                         *CURRENT SURVEY CONTROL
 DJ1285  ___________________________________________________________________
 DJ1285* NAD 83(1986)-  33 02 45.     (N)    089 09 23.     (W)     SCALED    
 DJ1285* NAVD 88     -       162.408  (meters)     532.83   (feet)  ADJUSTED  
 DJ1285  ___________________________________________________________________
 DJ1285  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DJ1285  DYNAMIC HT  -         162.224 (meters)     532.23  (feet)  COMP
 DJ1285  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 DJ1285
 DJ1285  VERT ORDER  -  SECOND    CLASS II
 DJ1285
 DJ1285.The horizontal coordinates were scaled from a topographic map and have
 DJ1285.an estimated accuracy of +/- 6 seconds.
 DJ1285
 DJ1285.The orthometric height was determined by differential leveling
 DJ1285.and adjusted in June 1991.
 DJ1285
 DJ1285.The geoid height was determined by GEOID03.
 DJ1285
 DJ1285.The dynamic height is computed by dividing the NAVD 88
 DJ1285.geopotential number by the normal gravity value computed on the
 DJ1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1285.degrees latitude (g = 980.6199 gals.).
 DJ1285
 DJ1285.The modeled gravity was interpolated from observed gravity values.
 DJ1285
 DJ1285;                    North         East    Units  Estimated Accuracy
 DJ1285;SPC MS E     -   393,170.      269,830.      MT  (+/- 180 meters Scaled)
 DJ1285
 DJ1285                          SUPERSEDED SURVEY CONTROL
 DJ1285
 DJ1285  NGVD 29 (??/??/92)  162.396  (m)          532.79   (f) ADJ UNCH    2 2
 DJ1285
 DJ1285.Superseded values are not recommended for survey control.
 DJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1285.See file dsdata.txt to determine how the superseded data were derived.
 DJ1285
 DJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB986584(NAD 83)
 DJ1285_MARKER: DD = SURVEY DISK
 DJ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1285_STAMPING: BM 25V 85 1975
 DJ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1285+STABILITY: SURFACE MOTION
 DJ1285
 DJ1285  HISTORY     - Date     Condition        Report By
 DJ1285  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1285
 DJ1285                          STATION DESCRIPTION
 DJ1285
 DJ1285'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1285'8.0 MI SW FROM LOUISVILLE.
 DJ1285'THE MARK IS LOCATED 8 MILES SOUTHWEST OF LOUISVILLE ON THE SOUTHEAST
 DJ1285'RIGHT OF WAY OF STATE HIGHWAY 25 IN THE NORTHWEST 1/4 OF SECTION 27, T
 DJ1285'14N, R 11E.  IT IS 124 FEET WEST-SOUTHWEST OF POLE NO. 180, 51 FEET
 DJ1285'SOUTHEAST OF THE CENTER OF HIGHWAY 25, 32   T FEET NORTHEAST OF THE
 DJ1285'CENTER OF A DIRT ROAD LEADING TO A BARN, 2 FEET NORTHWEST OF A RIGHT
 DJ1285'OF WAY FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST SET IN THE
 DJ1285'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DJ1285'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST
 DJ1285'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1
 DJ1285'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST
 DJ1285'ON STATE HIGHWAY 25 FOR 7 MILES TO A CROSSROAD.  CONTINUE SOUTHWEST ON
 DJ1285'STATE HIGHWAY 25 FOR 0.65 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1286 ***********************************************************************
 DJ1286  DESIGNATION -  25 V 86
 DJ1286  PID         -  DJ1286
 DJ1286  STATE/COUNTY-  MS/WINSTON
 DJ1286  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1286
 DJ1286                         *CURRENT SURVEY CONTROL
 DJ1286  ___________________________________________________________________
 DJ1286* NAD 83(1986)-  33 03 26.     (N)    089 08 52.     (W)     SCALED    
 DJ1286* NAVD 88     -       159.408  (meters)     522.99   (feet)  ADJUSTED  
 DJ1286  ___________________________________________________________________
 DJ1286  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DJ1286  DYNAMIC HT  -         159.227 (meters)     522.40  (feet)  COMP
 DJ1286  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 DJ1286
 DJ1286  VERT ORDER  -  SECOND    CLASS II
 DJ1286
 DJ1286.The horizontal coordinates were scaled from a topographic map and have
 DJ1286.an estimated accuracy of +/- 6 seconds.
 DJ1286
 DJ1286.The orthometric height was determined by differential leveling
 DJ1286.and adjusted in June 1991.
 DJ1286
 DJ1286.The geoid height was determined by GEOID03.
 DJ1286
 DJ1286.The dynamic height is computed by dividing the NAVD 88
 DJ1286.geopotential number by the normal gravity value computed on the
 DJ1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1286.degrees latitude (g = 980.6199 gals.).
 DJ1286
 DJ1286.The modeled gravity was interpolated from observed gravity values.
 DJ1286
 DJ1286;                    North         East    Units  Estimated Accuracy
 DJ1286;SPC MS E     -   394,430.      270,640.      MT  (+/- 180 meters Scaled)
 DJ1286
 DJ1286                          SUPERSEDED SURVEY CONTROL
 DJ1286
 DJ1286  NGVD 29 (??/??/92)  159.395  (m)          522.95   (f) ADJ UNCH    2 2
 DJ1286
 DJ1286.Superseded values are not recommended for survey control.
 DJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1286.See file dsdata.txt to determine how the superseded data were derived.
 DJ1286
 DJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB994596(NAD 83)
 DJ1286_MARKER: DD = SURVEY DISK
 DJ1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1286_SP_SET: CULVERT
 DJ1286_STAMPING: BM 25V 86 1975
 DJ1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1286
 DJ1286  HISTORY     - Date     Condition        Report By
 DJ1286  HISTORY     - 1975     MONUMENTED       NGS
 DJ1286
 DJ1286                          STATION DESCRIPTION
 DJ1286
 DJ1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DJ1286'7.0 MI SW FROM LOUISVILLE.
 DJ1286'THE MARK IS LOCATED 7 MILES SOUTHWEST OF LOUISVILLE IN A CULVERT, 0.35
 DJ1286'MILE NORTHEAST OF A CROSSROAD IN THE NORTHEAST 1/4 OF THE SOUTHEAST
 DJ1286'1/4 OF SECTION 22, T 14N, R 11E.  IT IS 37 FEET SOUTHEAST OF THE
 DJ1286'CENTER OF HIGHWAY 25, 3 FEET SOUTHWEST OF A METAL WITNESS POST SET IN
 DJ1286'A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 48
 DJ1286'INCH CONCRETE PIPE CULVERT AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE
 DJ1286'HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN LOUISVILLE GO WEST ON
 DJ1286'MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES TO THE JUNCTION OF STATE
 DJ1286'HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 6.4
 DJ1286'MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 25 FOR
 DJ1286'0.35 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1287 ***********************************************************************
 DJ1287  DESIGNATION -  25 V 87
 DJ1287  PID         -  DJ1287
 DJ1287  STATE/COUNTY-  MS/WINSTON
 DJ1287  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1287
 DJ1287                         *CURRENT SURVEY CONTROL
 DJ1287  ___________________________________________________________________
 DJ1287* NAD 83(1986)-  33 04 07.     (N)    089 08 30.     (W)     SCALED    
 DJ1287* NAVD 88     -       158.350  (meters)     519.52   (feet)  ADJUSTED  
 DJ1287  ___________________________________________________________________
 DJ1287  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DJ1287  DYNAMIC HT  -         158.171 (meters)     518.93  (feet)  COMP
 DJ1287  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 DJ1287
 DJ1287  VERT ORDER  -  SECOND    CLASS II
 DJ1287
 DJ1287.The horizontal coordinates were scaled from a topographic map and have
 DJ1287.an estimated accuracy of +/- 6 seconds.
 DJ1287
 DJ1287.The orthometric height was determined by differential leveling
 DJ1287.and adjusted in June 1991.
 DJ1287
 DJ1287.The geoid height was determined by GEOID03.
 DJ1287
 DJ1287.The dynamic height is computed by dividing the NAVD 88
 DJ1287.geopotential number by the normal gravity value computed on the
 DJ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1287.degrees latitude (g = 980.6199 gals.).
 DJ1287
 DJ1287.The modeled gravity was interpolated from observed gravity values.
 DJ1287
 DJ1287;                    North         East    Units  Estimated Accuracy
 DJ1287;SPC MS E     -   395,690.      271,210.      MT  (+/- 180 meters Scaled)
 DJ1287
 DJ1287                          SUPERSEDED SURVEY CONTROL
 DJ1287
 DJ1287  NGVD 29 (??/??/92)  158.336  (m)          519.47   (f) ADJ UNCH    2 2
 DJ1287
 DJ1287.Superseded values are not recommended for survey control.
 DJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1287.See file dsdata.txt to determine how the superseded data were derived.
 DJ1287
 DJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB000609(NAD 83)
 DJ1287_MARKER: DD = SURVEY DISK
 DJ1287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1287_SP_SET: CULVERT
 DJ1287_STAMPING: BM 25V 87 1975
 DJ1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1287
 DJ1287  HISTORY     - Date     Condition        Report By
 DJ1287  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1287
 DJ1287                          STATION DESCRIPTION
 DJ1287
 DJ1287'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1287'6.2 MI SW FROM LOUISVILLE.
 DJ1287'THE MARK IS LOCATED 6.2 MILES SOUTHWEST OF LOUISVILLE IN A CULVERT IN
 DJ1287'THE SOUTHWEST 1/4 OF SECTION 14, T 14N, R 11E.  IT IS 40 FEET
 DJ1287'NORTHWEST OF THE CENTER OF HIGHWAY 25, 1.5 FEET SOUTHWEST OF A METAL
 DJ1287'WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE NORTHWEST
 DJ1287'HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT AND IS ABOUT 9 FEET BELOW
 DJ1287'THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1287'LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES TO
 DJ1287'THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST ON STATE
 DJ1287'HIGHWAY 25 FOR 5.2 MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 DJ1287'RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 25 FOR 0.8 MILE TO THE MARK ON
 DJ1287'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1288 ***********************************************************************
 DJ1288  DESIGNATION -  25 V 88
 DJ1288  PID         -  DJ1288
 DJ1288  STATE/COUNTY-  MS/WINSTON
 DJ1288  USGS QUAD   -  LOUISVILLE SW (1982)
 DJ1288
 DJ1288                         *CURRENT SURVEY CONTROL
 DJ1288  ___________________________________________________________________
 DJ1288* NAD 83(1986)-  33 04 48.     (N)    089 07 59.     (W)     SCALED    
 DJ1288* NAVD 88     -       160.107  (meters)     525.28   (feet)  ADJUSTED  
 DJ1288  ___________________________________________________________________
 DJ1288  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ1288  DYNAMIC HT  -         159.926 (meters)     524.69  (feet)  COMP
 DJ1288  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 DJ1288
 DJ1288  VERT ORDER  -  SECOND    CLASS II
 DJ1288
 DJ1288.The horizontal coordinates were scaled from a topographic map and have
 DJ1288.an estimated accuracy of +/- 6 seconds.
 DJ1288
 DJ1288.The orthometric height was determined by differential leveling
 DJ1288.and adjusted in June 1991.
 DJ1288
 DJ1288.The geoid height was determined by GEOID03.
 DJ1288
 DJ1288.The dynamic height is computed by dividing the NAVD 88
 DJ1288.geopotential number by the normal gravity value computed on the
 DJ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1288.degrees latitude (g = 980.6199 gals.).
 DJ1288
 DJ1288.The modeled gravity was interpolated from observed gravity values.
 DJ1288
 DJ1288;                    North         East    Units  Estimated Accuracy
 DJ1288;SPC MS E     -   396,950.      272,020.      MT  (+/- 180 meters Scaled)
 DJ1288
 DJ1288                          SUPERSEDED SURVEY CONTROL
 DJ1288
 DJ1288  NGVD 29 (??/??/92)  160.091  (m)          525.23   (f) ADJ UNCH    2 2
 DJ1288
 DJ1288.Superseded values are not recommended for survey control.
 DJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1288.See file dsdata.txt to determine how the superseded data were derived.
 DJ1288
 DJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB009621(NAD 83)
 DJ1288_MARKER: DD = SURVEY DISK
 DJ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1288_STAMPING: BM 25V 88 1975
 DJ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1288+STABILITY: SURFACE MOTION
 DJ1288
 DJ1288  HISTORY     - Date     Condition        Report By
 DJ1288  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1288
 DJ1288                          STATION DESCRIPTION
 DJ1288
 DJ1288'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1288'5.3 MI SW FROM LOUISVILLE.
 DJ1288'THE MARK IS LOCATED 5.3 MILES SOUTHWEST OF LOUISVILLE ON THE NORTHWEST
 DJ1288'RIGHT OF WAY OF STATE HIGHWAY 25 IN THE NORTH ANGLE OF THE JUNCTION OF
 DJ1288'A BLACK TOP ROAD WITH STATE HIGHWAY 25 IN THE SOUTHWEST 1/4 OF THE
 DJ1288'SOUTHEAST 1/4 OF SECTION 11, T 14N, R 11E.  IT IS 136 FEET SOUTHWEST
 DJ1288'OF POWER POLE NO. 133, 122 FEET NORTHEAST OF THE CENTER OF A BLACK TOP
 DJ1288'ROAD, 99 FEET NORTHWEST OF THE CENTER OF HIGHWAY 25, 2 FEET SOUTH OF A
 DJ1288'RIGHT OF WAY FENCE, 1 FOOT SOUTH OF A METAL WINTESS POST SET IN THE
 DJ1288'TOP OF A ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DJ1288'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST
 DJ1288'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1
 DJ1288'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST
 DJ1288'ON STATE HIGHWAY 25 FOR 5 MILES TO A SIDE ROAD AND THE MARK ON THE
 DJ1288'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1289 ***********************************************************************
 DJ1289  DESIGNATION -  25 V 89
 DJ1289  PID         -  DJ1289
 DJ1289  STATE/COUNTY-  MS/WINSTON
 DJ1289  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1289
 DJ1289                         *CURRENT SURVEY CONTROL
 DJ1289  ___________________________________________________________________
 DJ1289* NAD 83(1986)-  33 05 20.     (N)    089 07 27.     (W)     SCALED    
 DJ1289* NAVD 88     -       157.357  (meters)     516.26   (feet)  ADJUSTED  
 DJ1289  ___________________________________________________________________
 DJ1289  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DJ1289  DYNAMIC HT  -         157.179 (meters)     515.68  (feet)  COMP
 DJ1289  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DJ1289
 DJ1289  VERT ORDER  -  SECOND    CLASS II
 DJ1289
 DJ1289.The horizontal coordinates were scaled from a topographic map and have
 DJ1289.an estimated accuracy of +/- 6 seconds.
 DJ1289
 DJ1289.The orthometric height was determined by differential leveling
 DJ1289.and adjusted in June 1991.
 DJ1289
 DJ1289.The geoid height was determined by GEOID03.
 DJ1289
 DJ1289.The dynamic height is computed by dividing the NAVD 88
 DJ1289.geopotential number by the normal gravity value computed on the
 DJ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1289.degrees latitude (g = 980.6199 gals.).
 DJ1289
 DJ1289.The modeled gravity was interpolated from observed gravity values.
 DJ1289
 DJ1289;                    North         East    Units  Estimated Accuracy
 DJ1289;SPC MS E     -   397,940.      272,850.      MT  (+/- 180 meters Scaled)
 DJ1289
 DJ1289                          SUPERSEDED SURVEY CONTROL
 DJ1289
 DJ1289  NGVD 29 (??/??/92)  157.340  (m)          516.21   (f) ADJ UNCH    2 2
 DJ1289
 DJ1289.Superseded values are not recommended for survey control.
 DJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1289.See file dsdata.txt to determine how the superseded data were derived.
 DJ1289
 DJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB017631(NAD 83)
 DJ1289_MARKER: DD = SURVEY DISK
 DJ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1289_STAMPING: BM 25V 89 1975
 DJ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1289+STABILITY: SURFACE MOTION
 DJ1289
 DJ1289  HISTORY     - Date     Condition        Report By
 DJ1289  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1289
 DJ1289                          STATION DESCRIPTION
 DJ1289
 DJ1289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1289'4.6 MI SW FROM LOUISVILLE.
 DJ1289'THE MARK IS LOCATED 4.6 MILES SOUTHWEST OF LOUISVILLE IN THE WEST
 DJ1289'ANGLE OF A JUNCTION ACROSS THE HIGHWAY FROM CAVERY BAPTIST CHURCH IN
 DJ1289'THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 12, T 14N, R 11E. IT
 DJ1289'IS 159 FEET NORTHWEST OF THE CENTER OF HIGHWAY 25, 110 FEET NORTH OF
 DJ1289'POWER POLE NO. 116, 40 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 DJ1289'ROAD, 2 FEET SOUTHEAST OF A RIGHT OF WAY FENCE, 1 FOOT SOUTHEAST OF A
 DJ1289'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL
 DJ1289'WITH THE HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE U.S. POST
 DJ1289'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1
 DJ1289'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST
 DJ1289'ON STATE HIGHWAY 25 FOR 4.2 MILES TO A SIDE ROAD RIGHT JUST BEYOND A
 DJ1289'SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3301 ***********************************************************************
 CP3301  DESIGNATION -  25 V 9
 CP3301  PID         -  CP3301
 CP3301  STATE/COUNTY-  MS/RANKIN
 CP3301  USGS QUAD   -  JACKSON SE (1988)
 CP3301
 CP3301                         *CURRENT SURVEY CONTROL
 CP3301  ___________________________________________________________________
 CP3301* NAD 83(1986)-  32 19 45.     (N)    090 07 02.     (W)     SCALED    
 CP3301* NAVD 88     -        83.367  (meters)     273.51   (feet)  ADJUSTED  
 CP3301  ___________________________________________________________________
 CP3301  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP3301  DYNAMIC HT  -          83.273 (meters)     273.20  (feet)  COMP
 CP3301  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CP3301
 CP3301  VERT ORDER  -  SECOND    CLASS II
 CP3301
 CP3301.The horizontal coordinates were scaled from a topographic map and have
 CP3301.an estimated accuracy of +/- 6 seconds.
 CP3301
 CP3301.The orthometric height was determined by differential leveling
 CP3301.and adjusted in June 1991.
 CP3301
 CP3301.The geoid height was determined by GEOID03.
 CP3301
 CP3301.The dynamic height is computed by dividing the NAVD 88
 CP3301.geopotential number by the normal gravity value computed on the
 CP3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3301.degrees latitude (g = 980.6199 gals.).
 CP3301
 CP3301.The modeled gravity was interpolated from observed gravity values.
 CP3301
 CP3301;                    North         East    Units  Estimated Accuracy
 CP3301;SPC MS W     -   313,670.      720,350.      MT  (+/- 180 meters Scaled)
 CP3301
 CP3301                          SUPERSEDED SURVEY CONTROL
 CP3301
 CP3301.No superseded survey control is available for this station.
 CP3301
 CP3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR713805(NAD 83)
 CP3301_MARKER: DD = SURVEY DISK
 CP3301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3301_SP_SET: HEADWALL
 CP3301_STAMPING: BM 25V9 1988
 CP3301_MARK LOGO: MSHD  
 CP3301_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3301+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP3301
 CP3301  HISTORY     - Date     Condition        Report By
 CP3301  HISTORY     - 1988     MONUMENTED       MSHD
 CP3301  HISTORY     - 19961120 GOOD             USPSQD
 CP3301
 CP3301                          STATION DESCRIPTION
 CP3301
 CP3301'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP3301'4.27 KM (2.65 MI) EAST ALONG LAKELAND DRIVE FROM THE I-55 BRIDGE IN
 CP3301'THE NORTHEAST SECTION OF JACKSON TO THE MARK ON THE LEFT, SET IN A
 CP3301'DRILL HOLE IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF 60 INCH
 CP3301'CULVERT, 13.72 M (45.0 FT) NORTH OF THE CENTER OF THE WEST BOUND
 CP3301'LANES, 20.12 M (66.0 FT) SOUTHWEST OF THE CENTER OF STRICKLAND DRIVE
 CP3301'AND IS ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CP3301
 CP3301                          STATION RECOVERY (1996)
 CP3301
 CP3301'RECOVERY NOTE BY US POWER SQUADRON 1996
 CP3301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1290 ***********************************************************************
 DJ1290  DESIGNATION -  25 V 90
 DJ1290  PID         -  DJ1290
 DJ1290  STATE/COUNTY-  MS/WINSTON
 DJ1290  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1290
 DJ1290                         *CURRENT SURVEY CONTROL
 DJ1290  ___________________________________________________________________
 DJ1290* NAD 83(1986)-  33 05 34.     (N)    089 06 46.     (W)     SCALED    
 DJ1290* NAVD 88     -       147.256  (meters)     483.12   (feet)  ADJUSTED  
 DJ1290  ___________________________________________________________________
 DJ1290  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DJ1290  DYNAMIC HT  -         147.089 (meters)     482.57  (feet)  COMP
 DJ1290  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 DJ1290
 DJ1290  VERT ORDER  -  SECOND    CLASS II
 DJ1290
 DJ1290.The horizontal coordinates were scaled from a topographic map and have
 DJ1290.an estimated accuracy of +/- 6 seconds.
 DJ1290
 DJ1290.The orthometric height was determined by differential leveling
 DJ1290.and adjusted in June 1991.
 DJ1290
 DJ1290.The geoid height was determined by GEOID03.
 DJ1290
 DJ1290.The dynamic height is computed by dividing the NAVD 88
 DJ1290.geopotential number by the normal gravity value computed on the
 DJ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1290.degrees latitude (g = 980.6199 gals.).
 DJ1290
 DJ1290.The modeled gravity was interpolated from observed gravity values.
 DJ1290
 DJ1290;                    North         East    Units  Estimated Accuracy
 DJ1290;SPC MS E     -   398,360.      273,910.      MT  (+/- 180 meters Scaled)
 DJ1290
 DJ1290                          SUPERSEDED SURVEY CONTROL
 DJ1290
 DJ1290  NGVD 29 (??/??/92)  147.237  (m)          483.06   (f) ADJ UNCH    2 2
 DJ1290
 DJ1290.Superseded values are not recommended for survey control.
 DJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1290.See file dsdata.txt to determine how the superseded data were derived.
 DJ1290
 DJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB028635(NAD 83)
 DJ1290_MARKER: DD = SURVEY DISK
 DJ1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1290_SP_SET: BRIDGE
 DJ1290_STAMPING: BM 25V 90 1975
 DJ1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1290
 DJ1290  HISTORY     - Date     Condition        Report By
 DJ1290  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1290
 DJ1290                          STATION DESCRIPTION
 DJ1290
 DJ1290'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1290'3.9 MI SW FROM LOUISVILLE.
 DJ1290'THE MARK IS LOCATED 3.9 MILES SOUTHWEST OF LOUISVILLE IN A CONCRETE
 DJ1290'BRIDGE OVER TALAHAG CREEK IN THE NORTHEAST 1/4 OF SECTION 12, T 14N, R
 DJ1290'11E.  IT IS 14 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 25 SET IN A
 DJ1290'DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A 185
 DJ1290'FOOT LONG CONCRETE BRIDGE AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DJ1290'HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN LOUISVILLE GO WEST ON
 DJ1290'MAIN STREET (STATE HIGHWAY 14) FOR 1.1 MILES TO THE JUNCTION OF STATE
 DJ1290'HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 3.5
 DJ1290'MILES TO THE BRIDGE AND THE MARK ON THE LEFT (0.2 MILE BEYOND A SIDE
 DJ1290'ROAD LEFT).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1291 ***********************************************************************
 DJ1291  DESIGNATION -  25 V 91
 DJ1291  PID         -  DJ1291
 DJ1291  STATE/COUNTY-  MS/WINSTON
 DJ1291  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1291
 DJ1291                         *CURRENT SURVEY CONTROL
 DJ1291  ___________________________________________________________________
 DJ1291* NAD 83(1986)-  33 05 57.     (N)    089 06 15.     (W)     SCALED    
 DJ1291* NAVD 88     -       154.158  (meters)     505.77   (feet)  ADJUSTED  
 DJ1291  ___________________________________________________________________
 DJ1291  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DJ1291  DYNAMIC HT  -         153.983 (meters)     505.19  (feet)  COMP
 DJ1291  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 DJ1291
 DJ1291  VERT ORDER  -  SECOND    CLASS II
 DJ1291
 DJ1291.The horizontal coordinates were scaled from a topographic map and have
 DJ1291.an estimated accuracy of +/- 6 seconds.
 DJ1291
 DJ1291.The orthometric height was determined by differential leveling
 DJ1291.and adjusted in June 1991.
 DJ1291
 DJ1291.The geoid height was determined by GEOID03.
 DJ1291
 DJ1291.The dynamic height is computed by dividing the NAVD 88
 DJ1291.geopotential number by the normal gravity value computed on the
 DJ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1291.degrees latitude (g = 980.6199 gals.).
 DJ1291
 DJ1291.The modeled gravity was interpolated from observed gravity values.
 DJ1291
 DJ1291;                    North         East    Units  Estimated Accuracy
 DJ1291;SPC MS E     -   399,070.      274,720.      MT  (+/- 180 meters Scaled)
 DJ1291
 DJ1291                          SUPERSEDED SURVEY CONTROL
 DJ1291
 DJ1291  NGVD 29 (??/??/92)  154.138  (m)          505.70   (f) ADJ UNCH    2 2
 DJ1291
 DJ1291.Superseded values are not recommended for survey control.
 DJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1291.See file dsdata.txt to determine how the superseded data were derived.
 DJ1291
 DJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB036642(NAD 83)
 DJ1291_MARKER: DD = SURVEY DISK
 DJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1291_STAMPING: BM 25V 91 1975
 DJ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1291+STABILITY: SURFACE MOTION
 DJ1291
 DJ1291  HISTORY     - Date     Condition        Report By
 DJ1291  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1291
 DJ1291                          STATION DESCRIPTION
 DJ1291
 DJ1291'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1291'3.1 MI SW FROM LOUISVILLE.
 DJ1291'THE MARK IS LOCATED 3.1 MILES SOUTHWEST OF LOUISVILLE ON THE NORTHWEST
 DJ1291'RIGHT OF WAY OF STATE HIGHWAY 25, 0.7 MILE NORTHEAST OF A CONCRETE
 DJ1291'BRIDGE OVER TALAHAG CREEK IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
 DJ1291'SECTION 6, T 14N, R 12E.  IT IS 67 FEET SOUTHWEST OF THE CENTER OF A
 DJ1291'DRIVEWAY, 38 FEET NORTHWEST OF THE CENTER OF HIGHWAY 25, 2 FEET
 DJ1291'SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 1 FOOT SOUTH OF A METAL
 DJ1291'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 DJ1291'THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST
 DJ1291'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1
 DJ1291'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST
 DJ1291'ON STATE HIGHWAY 25 FOR 2.5 MILES TO THE MARK ON THE RIGHT (0.2 MILE
 DJ1291'BEYOND A HIGH POWER LINE CROSSING.)
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1292 ***********************************************************************
 DJ1292  DESIGNATION -  25 V 92 1975
 DJ1292  PID         -  DJ1292
 DJ1292  STATE/COUNTY-  MS/WINSTON
 DJ1292  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1292
 DJ1292                         *CURRENT SURVEY CONTROL
 DJ1292  ___________________________________________________________________
 DJ1292* NAD 83(1986)-  33 06 34.     (N)    089 05 32.     (W)     SCALED    
 DJ1292* NAVD 88     -       167.239  (meters)     548.68   (feet)  ADJUSTED  
 DJ1292  ___________________________________________________________________
 DJ1292  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DJ1292  DYNAMIC HT  -         167.050 (meters)     548.06  (feet)  COMP
 DJ1292  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 DJ1292
 DJ1292  VERT ORDER  -  SECOND    CLASS II
 DJ1292
 DJ1292.The horizontal coordinates were scaled from a topographic map and have
 DJ1292.an estimated accuracy of +/- 6 seconds.
 DJ1292
 DJ1292.The orthometric height was determined by differential leveling
 DJ1292.and adjusted in June 1991.
 DJ1292
 DJ1292.The geoid height was determined by GEOID03.
 DJ1292
 DJ1292.The dynamic height is computed by dividing the NAVD 88
 DJ1292.geopotential number by the normal gravity value computed on the
 DJ1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1292.degrees latitude (g = 980.6199 gals.).
 DJ1292
 DJ1292.The modeled gravity was interpolated from observed gravity values.
 DJ1292
 DJ1292;                    North         East    Units  Estimated Accuracy
 DJ1292;SPC MS E     -   400,210.      275,840.      MT  (+/- 180 meters Scaled)
 DJ1292
 DJ1292                          SUPERSEDED SURVEY CONTROL
 DJ1292
 DJ1292  NGVD 29 (??/??/92)  167.217  (m)          548.61   (f) ADJ UNCH    2 2
 DJ1292
 DJ1292.Superseded values are not recommended for survey control.
 DJ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1292.See file dsdata.txt to determine how the superseded data were derived.
 DJ1292
 DJ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB047653(NAD 83)
 DJ1292_MARKER: DD = SURVEY DISK
 DJ1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1292_STAMPING: BM 25V 92 1975
 DJ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1292+STABILITY: SURFACE MOTION
 DJ1292
 DJ1292  HISTORY     - Date     Condition        Report By
 DJ1292  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1292
 DJ1292                          STATION DESCRIPTION
 DJ1292
 DJ1292'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1292'2.3 MI SW FROM LOUISVILLE.
 DJ1292'THE MARK IS LOCATED 2.3 MILES SOUTHWEST OF LOUISVILLE ON THE NORTHWEST
 DJ1292'RIGHT OF WAY OF STATE HIGHWAY 25 NEAR THE JUNCTION OF A ROAD LEADING
 DJ1292'SOUTH, 0.7 MILE SOUTHWEST OF THE STATE HIGHWAY 15 BYPASS IN THE
 DJ1292'SOUTHWEST 1/4 OF SECTION 32, T 15N, R 12E.  IT IS 118.5 FEET WEST OF A
 DJ1292'POWER POLE, 35 FEET SOUTHWEST OF THE CENTER OF A WOODS ROAD, 37 FEET
 DJ1292'NORTHWEST OF THE CENTER OF HIGHWAY 25, 5 FEET NORTHEAST OF THE
 DJ1292'PROJECTED CENTER OF A BLACK TOP ROAD, 1.5 FEET EAST OF A METAL WITNESS
 DJ1292'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE
 DJ1292'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST
 DJ1292'OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR 1.1
 DJ1292'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO SOUTHWEST
 DJ1292'ON STATE HIGHWAY 25 FOR 1.7 MILES TO A SIDE ROAD LEFT AND THE MARK ON
 DJ1292'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1293 ***********************************************************************
 DJ1293  DESIGNATION -  25 V 93
 DJ1293  PID         -  DJ1293
 DJ1293  STATE/COUNTY-  MS/WINSTON
 DJ1293  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1293
 DJ1293                         *CURRENT SURVEY CONTROL
 DJ1293  ___________________________________________________________________
 DJ1293* NAD 83(1986)-  33 07 02.     (N)    089 04 51.     (W)     SCALED    
 DJ1293* NAVD 88     -       170.852  (meters)     560.54   (feet)  ADJUSTED  
 DJ1293  ___________________________________________________________________
 DJ1293  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DJ1293  DYNAMIC HT  -         170.659 (meters)     559.90  (feet)  COMP
 DJ1293  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 DJ1293
 DJ1293  VERT ORDER  -  SECOND    CLASS II
 DJ1293
 DJ1293.The horizontal coordinates were scaled from a topographic map and have
 DJ1293.an estimated accuracy of +/- 6 seconds.
 DJ1293
 DJ1293.The orthometric height was determined by differential leveling
 DJ1293.and adjusted in June 1991.
 DJ1293
 DJ1293.The geoid height was determined by GEOID03.
 DJ1293
 DJ1293.The dynamic height is computed by dividing the NAVD 88
 DJ1293.geopotential number by the normal gravity value computed on the
 DJ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1293.degrees latitude (g = 980.6199 gals.).
 DJ1293
 DJ1293.The modeled gravity was interpolated from observed gravity values.
 DJ1293
 DJ1293;                    North         East    Units  Estimated Accuracy
 DJ1293;SPC MS E     -   401,070.      276,900.      MT  (+/- 180 meters Scaled)
 DJ1293
 DJ1293                          SUPERSEDED SURVEY CONTROL
 DJ1293
 DJ1293  NGVD 29 (??/??/92)  170.829  (m)          560.46   (f) ADJ UNCH    2 2
 DJ1293
 DJ1293.Superseded values are not recommended for survey control.
 DJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1293.See file dsdata.txt to determine how the superseded data were derived.
 DJ1293
 DJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB058662(NAD 83)
 DJ1293_MARKER: DD = SURVEY DISK
 DJ1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1293_SP_SET: MANHOLE
 DJ1293_STAMPING: BM 25V 93 1975
 DJ1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1293
 DJ1293  HISTORY     - Date     Condition        Report By
 DJ1293  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1293
 DJ1293                          STATION DESCRIPTION
 DJ1293
 DJ1293'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1293'1.9 MI SW FROM LOUISVILLE.
 DJ1293'THE MARK IS LOCATED 1.7 MILES SOUTHWEST OF LOUISVILLE, 0.15 MILE
 DJ1293'NORTHEAST OF THE STATE HIGHWAY 15 BYPASS NEAR THE CENTER OF SECTION
 DJ1293'32, T 15N, R 12E.  IT IS 47 FEET WEST-NORTHWEST OF THE CENTER OF
 DJ1293'HIGHWAY 25, 4 FEET NORTH OF THE PROJECTED EAST TANGENT OF A BLACK TOP
 DJ1293'ROAD, 21 FEET WEST-SOUTHWEST OF A POWER POLE WITH A GUY AND
 DJ1293'TRANSFORMER, 2 FEET WEST OF A METAL WITNESS POST SET IN A DRILL HOLE
 DJ1293'NEAR THE SOUTHWEST EDGE OF A CONCRETE MANHOLE ABOUT 1 FOOT BELOW THE
 DJ1293'LEVEL OF THE HIGHWAY AND 18 INCHES ABOVE THE GROUND.  TO REACH FROM
 DJ1293'THE U.S. POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE
 DJ1293'HIGHWAY 14) FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN
 DJ1293'LEFT AND GO SOUTHWEST ON STATE HIGHWAY 25 FOR 0.95 MILE TO THE MARK ON
 DJ1293'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1294 ***********************************************************************
 DJ1294  DESIGNATION -  25 V 94
 DJ1294  PID         -  DJ1294
 DJ1294  STATE/COUNTY-  MS/WINSTON
 DJ1294  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1294
 DJ1294                         *CURRENT SURVEY CONTROL
 DJ1294  ___________________________________________________________________
 DJ1294* NAD 83(1986)-  33 07 22.     (N)    089 05 09.     (W)     SCALED    
 DJ1294* NAVD 88     -       159.528  (meters)     523.38   (feet)  ADJUSTED  
 DJ1294  ___________________________________________________________________
 DJ1294  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DJ1294  DYNAMIC HT  -         159.348 (meters)     522.79  (feet)  COMP
 DJ1294  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DJ1294
 DJ1294  VERT ORDER  -  SECOND    CLASS II
 DJ1294
 DJ1294.The horizontal coordinates were scaled from a topographic map and have
 DJ1294.an estimated accuracy of +/- 6 seconds.
 DJ1294
 DJ1294.The orthometric height was determined by differential leveling
 DJ1294.and adjusted in June 1991.
 DJ1294
 DJ1294.The geoid height was determined by GEOID03.
 DJ1294
 DJ1294.The dynamic height is computed by dividing the NAVD 88
 DJ1294.geopotential number by the normal gravity value computed on the
 DJ1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1294.degrees latitude (g = 980.6199 gals.).
 DJ1294
 DJ1294.The modeled gravity was interpolated from observed gravity values.
 DJ1294
 DJ1294;                    North         East    Units  Estimated Accuracy
 DJ1294;SPC MS E     -   401,680.      276,440.      MT  (+/- 180 meters Scaled)
 DJ1294
 DJ1294                          SUPERSEDED SURVEY CONTROL
 DJ1294
 DJ1294  NGVD 29 (??/??/92)  159.504  (m)          523.31   (f) ADJ UNCH    2 2
 DJ1294
 DJ1294.Superseded values are not recommended for survey control.
 DJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1294.See file dsdata.txt to determine how the superseded data were derived.
 DJ1294
 DJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB054668(NAD 83)
 DJ1294_MARKER: DD = SURVEY DISK
 DJ1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1294_SP_SET: MANHOLE
 DJ1294_STAMPING: BM 25V 94 1975
 DJ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1294
 DJ1294  HISTORY     - Date     Condition        Report By
 DJ1294  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1294
 DJ1294                          STATION DESCRIPTION
 DJ1294
 DJ1294'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1294'2.0 MI W FROM LOUISVILLE.
 DJ1294'THE MARK IS LOCATED 2 MILES WEST OF THE STATE HIGHWAY 15 BYPASS IN THE
 DJ1294'NORTHWEST 1/4 OF SECTION 32, T 15N, R 11E.  IT IS 370 FEET WEST OF THE
 DJ1294'CENTER OF THE BYPASS, 54 FEET SOUTH OF THE CENTER OF HIGHWAY 14, 14.5
 DJ1294'FEET NORTHEAST OF A POWER POLE WITH GUY WIRES, 11 FEET NORTHWEST OF A
 DJ1294'POWER POLE WITH A METER ON IT, 1 FOOT WEST OF A METAL WITNESS POST SET
 DJ1294'IN A DRILL HOLE IN THE EAST EDGE OF A CONCRETE MANHOLE ABOUT 1 FOOT
 DJ1294'BELOW THE LEVEL OF THE HIGHWAY AND IS 3 FEET ABOVE THE GROUND. TO
 DJ1294'REACH FROM THE U.S. POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET
 DJ1294'(STATE HIGHWAY 14) FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 25.
 DJ1294'CONTINUE WEST ON STATE HIGHWAY 14 FOR 1 MILE TO THE MARK ON THE LEFT
 DJ1294'ABOUT 100 YARDS BEYOND THE STATE HIGHWAY 15 BYPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1295 ***********************************************************************
 DJ1295  DESIGNATION -  25 V 95
 DJ1295  PID         -  DJ1295
 DJ1295  STATE/COUNTY-  MS/WINSTON
 DJ1295  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1295
 DJ1295                         *CURRENT SURVEY CONTROL
 DJ1295  ___________________________________________________________________
 DJ1295* NAD 83(1986)-  33 08 00.     (N)    089 05 12.     (W)     SCALED    
 DJ1295* NAVD 88     -       169.542  (meters)     556.24   (feet)  ADJUSTED  
 DJ1295  ___________________________________________________________________
 DJ1295  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DJ1295  DYNAMIC HT  -         169.351 (meters)     555.61  (feet)  COMP
 DJ1295  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 DJ1295
 DJ1295  VERT ORDER  -  SECOND    CLASS II
 DJ1295
 DJ1295.The horizontal coordinates were scaled from a topographic map and have
 DJ1295.an estimated accuracy of +/- 6 seconds.
 DJ1295
 DJ1295.The orthometric height was determined by differential leveling
 DJ1295.and adjusted in June 1991.
 DJ1295
 DJ1295.The geoid height was determined by GEOID03.
 DJ1295
 DJ1295.The dynamic height is computed by dividing the NAVD 88
 DJ1295.geopotential number by the normal gravity value computed on the
 DJ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1295.degrees latitude (g = 980.6199 gals.).
 DJ1295
 DJ1295.The modeled gravity was interpolated from observed gravity values.
 DJ1295
 DJ1295;                    North         East    Units  Estimated Accuracy
 DJ1295;SPC MS E     -   402,860.      276,360.      MT  (+/- 180 meters Scaled)
 DJ1295
 DJ1295                          SUPERSEDED SURVEY CONTROL
 DJ1295
 DJ1295  NGVD 29 (??/??/92)  169.516  (m)          556.15   (f) ADJ UNCH    2 2
 DJ1295
 DJ1295.Superseded values are not recommended for survey control.
 DJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1295.See file dsdata.txt to determine how the superseded data were derived.
 DJ1295
 DJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB053680(NAD 83)
 DJ1295_MARKER: DD = SURVEY DISK
 DJ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1295_STAMPING: BM 25V 95 1975
 DJ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1295+STABILITY: SURFACE MOTION
 DJ1295
 DJ1295  HISTORY     - Date     Condition        Report By
 DJ1295  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1295
 DJ1295                          STATION DESCRIPTION
 DJ1295
 DJ1295'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1295'1.9 MI W FROM LOUISVILLE.
 DJ1295'THE MARK IS LOCATED 1.9 MILES NORTHWEST OF LOUISVILLE ON THE EAST
 DJ1295'RIGHT OF WAY OF THE STATE HIGHWAY 15 BYPASS IN THE NORTHWEST 1/4 OF
 DJ1295'SECTION 29, T 15N, R 12E.  IT IS 216 FEET SOUTH OF THE CENTER OF A
 DJ1295'METAL GATE, 91 FEET EAST OF THE CENTER OF THE BYPASS, 1 FOOT WEST OF A
 DJ1295'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL
 DJ1295'WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S.
 DJ1295'POST OFFICE IN LOUISVILLE GO WEST ON MAIN STREET (STATE HIGHWAY 14)
 DJ1295'FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 25. CONTINUE WEST ON
 DJ1295'STATE HIGHWAY 14 FOR 1 MILE TO THE STATE HIGHWAY 15 BYPASS. TURN RIGHT
 DJ1295'AND GO NORTH ON THE HIGHWAY 15 BYPASS FOR 0.4 MILE TO A CROSSROAD.
 DJ1295'CONTINUE NORTH ON HIGHWAY 15 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1296 ***********************************************************************
 DJ1296  DESIGNATION -  25 V 96
 DJ1296  PID         -  DJ1296
 DJ1296  STATE/COUNTY-  MS/WINSTON
 DJ1296  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1296
 DJ1296                         *CURRENT SURVEY CONTROL
 DJ1296  ___________________________________________________________________
 DJ1296* NAD 83(1986)-  33 08 49.     (N)    089 05 03.     (W)     SCALED    
 DJ1296* NAVD 88     -       187.284  (meters)     614.45   (feet)  ADJUSTED  
 DJ1296  ___________________________________________________________________
 DJ1296  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DJ1296  DYNAMIC HT  -         187.073 (meters)     613.76  (feet)  COMP
 DJ1296  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 DJ1296
 DJ1296  VERT ORDER  -  SECOND    CLASS II
 DJ1296
 DJ1296.The horizontal coordinates were scaled from a topographic map and have
 DJ1296.an estimated accuracy of +/- 6 seconds.
 DJ1296
 DJ1296.The orthometric height was determined by differential leveling
 DJ1296.and adjusted in June 1991.
 DJ1296
 DJ1296.The geoid height was determined by GEOID03.
 DJ1296
 DJ1296.The dynamic height is computed by dividing the NAVD 88
 DJ1296.geopotential number by the normal gravity value computed on the
 DJ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1296.degrees latitude (g = 980.6199 gals.).
 DJ1296
 DJ1296.The modeled gravity was interpolated from observed gravity values.
 DJ1296
 DJ1296;                    North         East    Units  Estimated Accuracy
 DJ1296;SPC MS E     -   404,360.      276,600.      MT  (+/- 180 meters Scaled)
 DJ1296
 DJ1296                          SUPERSEDED SURVEY CONTROL
 DJ1296
 DJ1296.No superseded survey control is available for this station.
 DJ1296
 DJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB056695(NAD 83)
 DJ1296_MARKER: DD = SURVEY DISK
 DJ1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1296_SP_SET: ABUTMENT
 DJ1296_STAMPING: BM 25V 96 1975
 DJ1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1296
 DJ1296  HISTORY     - Date     Condition        Report By
 DJ1296  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1296
 DJ1296                          STATION DESCRIPTION
 DJ1296
 DJ1296'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1296'2.8 MI N FROM LOUISVILLE.
 DJ1296'THE MARK IS LOCATED 2.8 MILES NORTH OF THE LOUISVILLE BUSINESS
 DJ1296'DISTRICT AT AN OVERPASS OVER HIGHWAY 15 IN SECTION 20, T 15N, R 12E.
 DJ1296'IT IS A DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE
 DJ1296'NORTH BOUND LANE OF STATE HIGHWAYS 15 AND 25 BYPASS, 34 FEET SOUTH OF
 DJ1296'THE CENTER OF THE NORTH BOUND LANE, 5 FEET BELOW THE LEVEL OF THE
 DJ1296'HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS POST.  TO REACH FROM THE
 DJ1296'JUNCTION OF STATE HIGHWAYS 14 AND 15 IN DOWNTOWN LOUISVILLE GO NORTH
 DJ1296'ON STATE HIGHWAY 15 FOR 2.8 MILES TO THE OVERPASS AND THE MARK AS
 DJ1296'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1302 ***********************************************************************
 DJ1302  DESIGNATION -  25 V 97
 DJ1302  PID         -  DJ1302
 DJ1302  STATE/COUNTY-  MS/WINSTON
 DJ1302  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1302
 DJ1302                         *CURRENT SURVEY CONTROL
 DJ1302  ___________________________________________________________________
 DJ1302* NAD 83(1986)-  33 09 45.     (N)    089 05 07.     (W)     SCALED    
 DJ1302* NAVD 88     -       159.141  (meters)     522.12   (feet)  ADJUSTED  
 DJ1302  ___________________________________________________________________
 DJ1302  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DJ1302  DYNAMIC HT  -         158.962 (meters)     521.53  (feet)  COMP
 DJ1302  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 DJ1302
 DJ1302  VERT ORDER  -  SECOND    CLASS II
 DJ1302
 DJ1302.The horizontal coordinates were scaled from a topographic map and have
 DJ1302.an estimated accuracy of +/- 6 seconds.
 DJ1302
 DJ1302.The orthometric height was determined by differential leveling
 DJ1302.and adjusted in June 1991.
 DJ1302
 DJ1302.The geoid height was determined by GEOID03.
 DJ1302
 DJ1302.The dynamic height is computed by dividing the NAVD 88
 DJ1302.geopotential number by the normal gravity value computed on the
 DJ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1302.degrees latitude (g = 980.6199 gals.).
 DJ1302
 DJ1302.The modeled gravity was interpolated from observed gravity values.
 DJ1302
 DJ1302;                    North         East    Units  Estimated Accuracy
 DJ1302;SPC MS E     -   406,090.      276,500.      MT  (+/- 180 meters Scaled)
 DJ1302
 DJ1302                          SUPERSEDED SURVEY CONTROL
 DJ1302
 DJ1302.No superseded survey control is available for this station.
 DJ1302
 DJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB055712(NAD 83)
 DJ1302_MARKER: DD = SURVEY DISK
 DJ1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1302_STAMPING: BM 25V 97 1975
 DJ1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1302+STABILITY: SURFACE MOTION
 DJ1302
 DJ1302  HISTORY     - Date     Condition        Report By
 DJ1302  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1302
 DJ1302                          STATION DESCRIPTION
 DJ1302
 DJ1302'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1302'3.5 MI NW FROM LOUISVILLE.
 DJ1302'THE MARK IS LOCATED 0.45 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS
 DJ1302'15 AND 25 LOCATED APPROXIMATELY 3.5 MILES NORTHWEST OF DOWNTOWN
 DJ1302'LOUISVILLE AND ON THE WEST RIGHT OF WAY OF HIGHWAY 25 IN SECTION 17, T
 DJ1302'15N, R 12E.  IT IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DJ1302'POST, 205 FEET WEST OF THE CENTER OF HIGHWAY 25, 2 FEET EAST OF A
 DJ1302'RIGHT OF WAY FENCE, 22 FEET SOUTH OF A RIGHT OF WAY MARKER, 2 FEET
 DJ1302'NORTHEAST OF A METAL WITNESS SIGN AND PROJECTS 2 INCHES.  TO REACH
 DJ1302'FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 GO NORTH ON HIGHWAY 25
 DJ1302'FOR 0.45 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1303 ***********************************************************************
 DJ1303  DESIGNATION -  25 V 98
 DJ1303  PID         -  DJ1303
 DJ1303  STATE/COUNTY-  MS/WINSTON
 DJ1303  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1303
 DJ1303                         *CURRENT SURVEY CONTROL
 DJ1303  ___________________________________________________________________
 DJ1303* NAD 83(1986)-  33 10 11.     (N)    089 04 30.     (W)     SCALED    
 DJ1303* NAVD 88     -       162.766  (meters)     534.01   (feet)  ADJUSTED  
 DJ1303  ___________________________________________________________________
 DJ1303  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DJ1303  DYNAMIC HT  -         162.583 (meters)     533.41  (feet)  COMP
 DJ1303  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 DJ1303
 DJ1303  VERT ORDER  -  SECOND    CLASS II
 DJ1303
 DJ1303.The horizontal coordinates were scaled from a topographic map and have
 DJ1303.an estimated accuracy of +/- 6 seconds.
 DJ1303
 DJ1303.The orthometric height was determined by differential leveling
 DJ1303.and adjusted in June 1991.
 DJ1303
 DJ1303.The geoid height was determined by GEOID03.
 DJ1303
 DJ1303.The dynamic height is computed by dividing the NAVD 88
 DJ1303.geopotential number by the normal gravity value computed on the
 DJ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1303.degrees latitude (g = 980.6199 gals.).
 DJ1303
 DJ1303.The modeled gravity was interpolated from observed gravity values.
 DJ1303
 DJ1303;                    North         East    Units  Estimated Accuracy
 DJ1303;SPC MS E     -   406,890.      277,460.      MT  (+/- 180 meters Scaled)
 DJ1303
 DJ1303                          SUPERSEDED SURVEY CONTROL
 DJ1303
 DJ1303.No superseded survey control is available for this station.
 DJ1303
 DJ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB065720(NAD 83)
 DJ1303_MARKER: DD = SURVEY DISK
 DJ1303_SETTING: 0 = UNSPECIFIED SETTING
 DJ1303_STAMPING: BM 25V 98 1975
 DJ1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1303
 DJ1303  HISTORY     - Date     Condition        Report By
 DJ1303  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1303
 DJ1303                          STATION DESCRIPTION
 DJ1303
 DJ1303'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1303'3.5 MI NW FROM LOUISVILLE.
 DJ1303'THE MARK IS LOCATED APPROXIMATELY 3.5 MILES NORTH-NORTHWEST OF
 DJ1303'DOWNTOWN LOUISVILLE ON THE EAST RIGHT OF WAY OF STATE HIGHWAY 25 IN
 DJ1303'SECTION 9, T 15N, R 12E.  IT IS 124 FEET EAST OF THE CENTER OF HIGHWAY
 DJ1303'25, 30 FEET SOUTH OF A 24 INCH PINE TREE, 34 FEET NORTH OF A 24 INCH
 DJ1303'PINE TREE, 1 FOOT SOUTHWEST OF A METAL WITNESS SIGN AND PROJECTS 4
 DJ1303'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ABOUT
 DJ1303'3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH ON HIGHWAY 25 FOR
 DJ1303'0.9 MILE TO A CROSSROAD.  CONTINUE 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1304 ***********************************************************************
 DJ1304  DESIGNATION -  25 V 99
 DJ1304  PID         -  DJ1304
 DJ1304  STATE/COUNTY-  MS/WINSTON
 DJ1304  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1304
 DJ1304                         *CURRENT SURVEY CONTROL
 DJ1304  ___________________________________________________________________
 DJ1304* NAD 83(1986)-  33 10 21.     (N)    089 03 28.     (W)     SCALED    
 DJ1304* NAVD 88     -       136.161  (meters)     446.72   (feet)  ADJUSTED  
 DJ1304  ___________________________________________________________________
 DJ1304  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DJ1304  DYNAMIC HT  -         136.010 (meters)     446.23  (feet)  COMP
 DJ1304  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 DJ1304
 DJ1304  VERT ORDER  -  SECOND    CLASS II
 DJ1304
 DJ1304.The horizontal coordinates were scaled from a topographic map and have
 DJ1304.an estimated accuracy of +/- 6 seconds.
 DJ1304
 DJ1304.The orthometric height was determined by differential leveling
 DJ1304.and adjusted in June 1991.
 DJ1304
 DJ1304.The geoid height was determined by GEOID03.
 DJ1304
 DJ1304.The dynamic height is computed by dividing the NAVD 88
 DJ1304.geopotential number by the normal gravity value computed on the
 DJ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1304.degrees latitude (g = 980.6199 gals.).
 DJ1304
 DJ1304.The modeled gravity was interpolated from observed gravity values.
 DJ1304
 DJ1304;                    North         East    Units  Estimated Accuracy
 DJ1304;SPC MS E     -   407,190.      279,070.      MT  (+/- 180 meters Scaled)
 DJ1304
 DJ1304                          SUPERSEDED SURVEY CONTROL
 DJ1304
 DJ1304.No superseded survey control is available for this station.
 DJ1304
 DJ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB081722(NAD 83)
 DJ1304_MARKER: DD = SURVEY DISK
 DJ1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1304_STAMPING: BM 25V 99 1975
 DJ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1304+STABILITY: SURFACE MOTION
 DJ1304
 DJ1304  HISTORY     - Date     Condition        Report By
 DJ1304  HISTORY     - 1975     MONUMENTED       MSHD
 DJ1304
 DJ1304                          STATION DESCRIPTION
 DJ1304
 DJ1304'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ1304'3.5 MI N FROM LOUISVILLE.
 DJ1304'THE MARK IS LOCATED APPROXIMATELY 3.5 MILES NORTH OF DOWNTOWN
 DJ1304'LOUISVILLE ON STATE HIGHWAY 25 RIGHT OF WAY IN SECTION 9, T 15N, R
 DJ1304'12E.  IT IS A DISK SET IN THE TOP OF A 12 INCH CONCRETE POST
 DJ1304'PROJECTING 4 INCHES, 123 FEET WEST OF THE CENTER OF HIGHWAY 25, 12
 DJ1304'FEET SOUTH OF A 20 INCH OAK TREE, 26 FEET NORTH OF A 24 INCH OAK, 1
 DJ1304'FOOT EAST OF A METAL WITNESS POST AND ABOUT 15 FEET BELOW THE LEVEL OF
 DJ1304'THE HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25
 DJ1304'LOCATED ABOUT 3.5 MILES NORTHWEST OF DOWNTOWN LOUISVILLE GO NORTH ON
 DJ1304'STATE HIGHWAY 25 FOR 2.15 MILES TO THE MARK ON THE LEFT ABOUT 0.05
 DJ1304'MILE BEFORE REACHING A GRAVEL CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0951 ***********************************************************************
 DK0951  DESIGNATION -  26 M BOLT
 DK0951  PID         -  DK0951
 DK0951  STATE/COUNTY-  MS/BOLIVAR
 DK0951  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0951
 DK0951                         *CURRENT SURVEY CONTROL
 DK0951  ___________________________________________________________________
 DK0951* NAD 83(1986)-  33 32 23.     (N)    091 09 03.     (W)     SCALED    
 DK0951* NAVD 88     -        38.96   (+/-2cm)     127.8    (feet)  VERTCON   
 DK0951  ___________________________________________________________________
 DK0951  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0951  VERT ORDER  -  ? (See Below)
 DK0951
 DK0951.The horizontal coordinates were scaled from a topographic map and have
 DK0951.an estimated accuracy of +/- 6 seconds.
 DK0951
 DK0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0951.The vertical order pertains to the NGVD 29 superseded value.
 DK0951
 DK0951.The geoid height was determined by GEOID03.
 DK0951
 DK0951;                    North         East    Units  Estimated Accuracy
 DK0951;SPC MS W     -   448,200.      624,070.      MT  (+/- 180 meters Scaled)
 DK0951
 DK0951                          SUPERSEDED SURVEY CONTROL
 DK0951
 DK0951  NGVD 29 (??/??/??)   39.033  (m)          128.06   (f) ADJUSTED    ?  
 DK0951
 DK0951.Superseded values are not recommended for survey control.
 DK0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0951.See file dsdata.txt to determine how the superseded data were derived.
 DK0951
 DK0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT716126(NAD 83)
 DK0951_MARKER: B = BOLT
 DK0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0951_SP_SET: STONE
 DK0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0951+STABILITY: SURFACE MOTION
 DK0951
 DK0951  HISTORY     - Date     Condition        Report By
 DK0951  HISTORY     - UNK      MONUMENTED       DOD
 DK0951  HISTORY     - 1934     GOOD             CGS
 DK0951
 DK0951                          STATION DESCRIPTION
 DK0951
 DK0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0951'7.9 MI S FROM EUTAW.
 DK0951'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0951'THENCE ABOUT 7.4 MILES SOUTH ALONG THE LEVEE, ABOUT 4-1/2 MILES DUE
 DK0951'WEST OF LAMONT, ABOUT 1,300 FEET ABOVE THE CROSSING OF THE ASHBROOK
 DK0951'NECK DIKE, 1,308 FEET NORTHEAST OF LEVEE PIPE 3260, ABOUT 1,144 FEET
 DK0951'SOUTHEAST OF LEVEE PIPE 3240, ABOUT 711 FEET EAST OF THE MAIN LEVEE AT
 DK0951'LEVEE STATION 3250, AND ABOUT 115 FEET EAST OF THE CROSSING OF THE
 DK0951'CROSS-LEVEE AND THE SUB-LEVEE.  A COPPER BOLT, SET IN THE TOP OF A
 DK0951'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0951'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS
 DK0951'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0952 ***********************************************************************
 DK0952  DESIGNATION -  26 M CAP
 DK0952  PID         -  DK0952
 DK0952  STATE/COUNTY-  MS/BOLIVAR
 DK0952  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0952
 DK0952                         *CURRENT SURVEY CONTROL
 DK0952  ___________________________________________________________________
 DK0952* NAD 83(1986)-  33 32 24.     (N)    091 09 03.     (W)     SCALED    
 DK0952* NAVD 88     -        40.16   (+/-2cm)     131.8    (feet)  VERTCON   
 DK0952  ___________________________________________________________________
 DK0952  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0952  VERT ORDER  -  ? (See Below)
 DK0952
 DK0952.The horizontal coordinates were scaled from a topographic map and have
 DK0952.an estimated accuracy of +/- 6 seconds.
 DK0952
 DK0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0952.The vertical order pertains to the NGVD 29 superseded value.
 DK0952
 DK0952.The geoid height was determined by GEOID03.
 DK0952
 DK0952;                    North         East    Units  Estimated Accuracy
 DK0952;SPC MS W     -   448,230.      624,070.      MT  (+/- 180 meters Scaled)
 DK0952
 DK0952                          SUPERSEDED SURVEY CONTROL
 DK0952
 DK0952  NGVD 29 (??/??/??)   40.237  (m)          132.01   (f) ADJUSTED    ?  
 DK0952
 DK0952.Superseded values are not recommended for survey control.
 DK0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0952.See file dsdata.txt to determine how the superseded data were derived.
 DK0952
 DK0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT716126(NAD 83)
 DK0952_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0952_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0952_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0952
 DK0952  HISTORY     - Date     Condition        Report By
 DK0952  HISTORY     - UNK      MONUMENTED       DOD
 DK0952  HISTORY     - 1934     GOOD             CGS
 DK0952
 DK0952                          STATION DESCRIPTION
 DK0952
 DK0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0952'7.9 MI S FROM EUTAW.
 DK0952'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0952'THENCE ABOUT 7.4 MILES SOUTH ALONG THE LEVEE, ABOUT 4-1/2 MILES DUE
 DK0952'WEST OF LAMONT, ABOUT 1,300 FEET ABOVE THE CROSSING OF THE ASHBROOK
 DK0952'NECK DIKE, 1,308 FEET NORTHEAST OF LEVEE PIPE 3260, ABOUT 1,144 FEET
 DK0952'SOUTHEAST OF LEVEE PIPE 3240, ABOUT 711 FEET EAST OF THE MAIN LEVEE AT
 DK0952'LEVEE STATION 3250, AND ABOUT 115 FEET EAST OF THE CROSSING OF THE
 DK0952'CROSS-LEVEE AND THE SUB-LEVEE.  A COPPER BOLT, SET IN THE TOP OF A
 DK0952'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0952'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS
 DK0952'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0448 ***********************************************************************
 BH0448  DESIGNATION -  26 V 1 MSHD
 BH0448  PID         -  BH0448
 BH0448  STATE/COUNTY-  MS/GEORGE
 BH0448  USGS QUAD   -  LUCEDALE (1982)
 BH0448
 BH0448                         *CURRENT SURVEY CONTROL
 BH0448  ___________________________________________________________________
 BH0448* NAD 83(1986)-  30 54 05.     (N)    088 36 18.     (W)     SCALED    
 BH0448* NAVD 88     -        81.20   (+/-2cm)     266.4    (feet)  VERTCON   
 BH0448  ___________________________________________________________________
 BH0448  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH0448  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0448
 BH0448.The horizontal coordinates were scaled from a topographic map and have
 BH0448.an estimated accuracy of +/- 6 seconds.
 BH0448
 BH0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0448.The vertical order pertains to the NGVD 29 superseded value.
 BH0448
 BH0448.The geoid height was determined by GEOID03.
 BH0448
 BH0448;                    North         East    Units  Estimated Accuracy
 BH0448;SPC MS E     -   155,370.      321,830.      MT  (+/- 180 meters Scaled)
 BH0448
 BH0448                          SUPERSEDED SURVEY CONTROL
 BH0448
 BH0448  NGVD 29 (??/??/??)   81.185  (m)          266.35   (f) ADJUSTED    2 2
 BH0448
 BH0448.Superseded values are not recommended for survey control.
 BH0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0448.See file dsdata.txt to determine how the superseded data were derived.
 BH0448
 BH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV466197(NAD 83)
 BH0448_MARKER: DD = SURVEY DISK
 BH0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0448_SP_SET: CONCRETE BASE
 BH0448_STAMPING: BM 26 V 1 1973
 BH0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0448
 BH0448  HISTORY     - Date     Condition        Report By
 BH0448  HISTORY     - 1973     MONUMENTED       MSHD
 BH0448  HISTORY     - 20040219 MARK NOT FOUND   USPSQD
 BH0448
 BH0448                          STATION DESCRIPTION
 BH0448
 BH0448'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0448'1.85 MI SW FROM LUCEDALE.
 BH0448'THE MARK IS LOCATED 1.85 MILES SW OF LUCEDALE IN THE CENTER OF THE
 BH0448'EAST SIDE OF THE FOOTING OF THE SMALLEST OF TWO STORAGE RACKS AT THE
 BH0448'NW CORNER OF THE GROUNDS OF THE FLORIDA GAS TRANSMISSION CO. IN THE NE
 BH0448'1/4 OF THE SW 1/4 OF SECTION 5, T 1S, R 6W.  IT IS 83 FEET NW OF THE
 BH0448'NW CORNER OF A METAL BUILDING, 35 FEET NORTH OF THE PROJECTED PLANE OF
 BH0448'THE NORTH WALL OF THE BUILDING, 75 FEET WEST OF THE PROJECTED PLANE OF
 BH0448'THE WEST WALL OF THE BUILDING, 63 FEET EAST OF THE NW CORNER OF THE
 BH0448'FENCE AROUND THE GROUNDS, 5 FEET SOUTH OF A FENCE SET IN A DRILL HOLE
 BH0448'NEAR THE CENTER OF THE EAST SIDE OF THE EAST CONCRETE BASE FOR THE
 BH0448'SMALLER OF TWO RACKS AND IS ABOUT 1 FOOT ABOVE THE GROUND. TO REACH
 BH0448'FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT LUCEDALE
 BH0448'GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF STATE
 BH0448'HIGHWAY 63.  CONTINUE SW ON HIGHWAY 26 FOR 0.75 MILE TO THE GAS CO.
 BH0448'BUILDING AND THE MARK ON THE RIGHT.
 BH0448
 BH0448                          STATION RECOVERY (2004)
 BH0448
 BH0448'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH0448'THIS IS NOT THE PROPERTY OF FORIDA GAS TRANSMISSION CO. IT IS NOW
 BH0448'KNOWN AS THE COLLISION
 BH0448'CENTER, THE MARK MAY OR MAY NOT BE THERE, BECAUSE THE LOCATION IS
 BH0448'COVERED WITH AN ASPHALT
 BH0448'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3074 ***********************************************************************
 BH3074  DESIGNATION -  26 V 1 RESET
 BH3074  PID         -  BH3074
 BH3074  STATE/COUNTY-  MS/GEORGE
 BH3074  USGS QUAD   -  LUCEDALE (1982)
 BH3074
 BH3074                         *CURRENT SURVEY CONTROL
 BH3074  ___________________________________________________________________
 BH3074* NAD 83(1986)-  30 54 05.     (N)    088 36 18.     (W)     SCALED    
 BH3074* NAVD 88     -        82.18   (+/-2cm)     269.6    (feet)  VERTCON   
 BH3074  ___________________________________________________________________
 BH3074  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH3074  VERT ORDER  -  THIRD (See Below)
 BH3074
 BH3074.The horizontal coordinates were scaled from a topographic map and have
 BH3074.an estimated accuracy of +/- 6 seconds.
 BH3074
 BH3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3074.The vertical order pertains to the NGVD 29 superseded value.
 BH3074
 BH3074.The geoid height was determined by GEOID03.
 BH3074
 BH3074;                    North         East    Units  Estimated Accuracy
 BH3074;SPC MS E     -   155,370.      321,830.      MT  (+/- 180 meters Scaled)
 BH3074
 BH3074                          SUPERSEDED SURVEY CONTROL
 BH3074
 BH3074  NGVD 29 (08/12/04)   82.16   (m)          269.6    (f) RESET       3  
 BH3074
 BH3074.Superseded values are not recommended for survey control.
 BH3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3074.See file dsdata.txt to determine how the superseded data were derived.
 BH3074
 BH3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV466197(NAD 83)
 BH3074_MARKER: DB = BENCH MARK DISK
 BH3074_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3074_SP_SET: ANTENNA BASE
 BH3074_STAMPING: 26 V 1 RESET 1987
 BH3074_MARK LOGO: NGS   
 BH3074_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3074+STABILITY: SURFACE MOTION
 BH3074
 BH3074  HISTORY     - Date     Condition        Report By
 BH3074  HISTORY     - 1987     MONUMENTED       NGS
 BH3074  HISTORY     - 20040219 GOOD             USPSQD
 BH3074  HISTORY     - 20050317 GOOD             USPSQD
 BH3074
 BH3074                          STATION DESCRIPTION
 BH3074
 BH3074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BH3074'1.1 MILES SOUTH ALONG STATE HIGHWAYS 26 AND 63 FROM THE JUNCTION OF
 BH3074'U.S. HIGHWAY 98 IN LUCEDALE, THENCE 0.75 MILE SOUTHWEST ALONG STATE
 BH3074'HIGHWAY 26 TO GAS COMPANY BUILDING AND MARK ON THE RIGHT, 140.0 FT
 BH3074'(42.7 M) WEST OF THE CENTER OF HIGHWAY, 18.2 FT (5.5 M) NORTH OF THE
 BH3074'SOUTHWEST CORNER OF BUILDING, 14.0 FT (4.3 M) SOUTH OF THE NORTHWEST
 BH3074'CORNER OF BUILDING AND 2.3 FT (0.7 M) WEST OF WEST SIDE OF BUILDING,
 BH3074'IN SOUTHWEST CORNER OF SMALL ANTENNA TOWER.
 BH3074
 BH3074                          STATION RECOVERY (2004)
 BH3074
 BH3074'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3074'THIS IS NOT GAS COMPANY PROPERTY. THE ANTENNA HAS BEEN REMOVED. IT IS
 BH3074'THE SITE OF
 BH3074'COLLISION COMPANY
 BH3074
 BH3074                          STATION RECOVERY (2005)
 BH3074
 BH3074'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH3074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3064 ***********************************************************************
 BH3064  DESIGNATION -  26 V 2
 BH3064  PID         -  BH3064
 BH3064  STATE/COUNTY-  MS/STONE
 BH3064  USGS QUAD   -  WHITES CROSSING (1983)
 BH3064
 BH3064                         *CURRENT SURVEY CONTROL
 BH3064  ___________________________________________________________________
 BH3064* NAD 83(1986)-  30 51 12.     (N)    089 01 12.     (W)     SCALED    
 BH3064* NAVD 88     -        63.733  (meters)     209.10   (feet)  ADJUSTED  
 BH3064  ___________________________________________________________________
 BH3064  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH3064  DYNAMIC HT  -          63.650 (meters)     208.82  (feet)  COMP
 BH3064  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 BH3064
 BH3064  VERT ORDER  -  SECOND    CLASS II
 BH3064
 BH3064.The horizontal coordinates were scaled from a topographic map and have
 BH3064.an estimated accuracy of +/- 6 seconds.
 BH3064
 BH3064.The orthometric height was determined by differential leveling
 BH3064.and adjusted in May 1996.
 BH3064
 BH3064.The geoid height was determined by GEOID03.
 BH3064
 BH3064.The dynamic height is computed by dividing the NAVD 88
 BH3064.geopotential number by the normal gravity value computed on the
 BH3064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3064.degrees latitude (g = 980.6199 gals.).
 BH3064
 BH3064.The modeled gravity was interpolated from observed gravity values.
 BH3064
 BH3064;                    North         East    Units  Estimated Accuracy
 BH3064;SPC MS E     -   150,030.      282,150.      MT  (+/- 180 meters Scaled)
 BH3064
 BH3064                          SUPERSEDED SURVEY CONTROL
 BH3064
 BH3064.No superseded survey control is available for this station.
 BH3064
 BH3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV068150(NAD 83)
 BH3064_MARKER: DD = SURVEY DISK
 BH3064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3064_SP_SET: HEADWALL
 BH3064_STAMPING: BM 26V 2 1986
 BH3064_MARK LOGO: MSHD  
 BH3064_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3064+STABILITY: SURFACE MOTION
 BH3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3064+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BH3064
 BH3064  HISTORY     - Date     Condition        Report By
 BH3064  HISTORY     - 1986     MONUMENTED       MSHD
 BH3064
 BH3064                          STATION DESCRIPTION
 BH3064
 BH3064'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3064'MARK IS LOCATED 11.59 KM (7.20 MI) EAST OF WIGGINS IN A CULVERT, 2.09
 BH3064'KM (1.30 MI) WEST OF THE INTERSECTION OF STATE HIGHWAYS 15 AND 26 IN
 BH3064'THE SOUTHWEST CORNER OF SECTION 20, T2S, R10W.  TO REACH FROM THE U.S.
 BH3064'HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26 IN WIGGINS GO EAST ON STATE
 BH3064'HIGHWAY 26 FOR 10.94 KM (6.80 MI) TO A CROSSROAD, CONTINUE EAST ON
 BH3064'HIGHWAY 26 FOR 1.93 KM (1.20 MI) TO THE CULVERT AND THE MARK ON THE
 BH3064'RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE EAST END OF THE
 BH3064'SOUTH HEADWALL OF A 15 INCH PIPE CULVERT.  IT IS 7.01 M (23.0 FT)
 BH3064'SOUTH CENTER HIGHWAY 26, 8.84 M (29.0 FT) WEST OF CENTER OF WOODS
 BH3064'ROAD, 0.30 M (1.0 FT) WEST OF A CARSONITE WITNESS POST AND ABOUT 0.91
 BH3064'M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2703 ***********************************************************************
 EH2703  DESIGNATION -  26/27 UYLD
 EH2703  PID         -  EH2703
 EH2703  STATE/COUNTY-  MS/TUNICA
 EH2703  USGS QUAD   -  COUNCIL (1991)
 EH2703
 EH2703                         *CURRENT SURVEY CONTROL
 EH2703  ___________________________________________________________________
 EH2703* NAD 83(1993)-  34 48 57.98321(N)    090 24 09.96717(W)     ADJUSTED  
 EH2703* NAVD 88     -        61.2    (meters)     201.     (feet)  VERTCON   
 EH2703  ___________________________________________________________________
 EH2703  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 EH2703  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH2703  HORZ ORDER  -  SECOND
 EH2703
 EH2703.The horizontal coordinates were established by classical geodetic methods
 EH2703.and adjusted by the National Geodetic Survey in May 1994.
 EH2703
 EH2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2703
 EH2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2703
 EH2703.The geoid height was determined by GEOID03.
 EH2703
 EH2703;                    North         East     Units Scale Factor Converg.
 EH2703;SPC MS W     -   589,475.401   693,647.545   MT  0.99995050   -0 02 22.7
 EH2703;SPC MS W     - 1,933,970.54  2,275,741.99   sFT  0.99995050   -0 02 22.7
 EH2703;SPC AR S     -   639,548.620   546,129.517   MT  1.00001140   +0 53 38.2
 EH2703;SPC AR S     - 2,098,252.43  1,791,759.92   sFT  1.00001140   +0 53 38.2
 EH2703;UTM  15      - 3,855,725.666   737,559.209   MT  1.00029561   +1 29 00.8
 EH2703
 EH2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2703!SPC MS W     -   0.99999464  x   0.99995050  =   0.99994514
 EH2703!SPC AR S     -   0.99999464  x   1.00001140  =   1.00000604
 EH2703!UTM  15      -   0.99999464  x   1.00029561  =   1.00029025
 EH2703
 EH2703                          SUPERSEDED SURVEY CONTROL
 EH2703
 EH2703  NAD 83(1993)-  34 48 57.98423(N)    090 24 09.97113(W) AD(       ) 2
 EH2703  NAD 83(1986)-  34 48 57.99254(N)    090 24 09.96797(W) AD(       ) 2
 EH2703  NAD 27      -  34 48 57.63921(N)    090 24 09.60545(W) AD(       ) 2
 EH2703  NGVD 29 (07/19/86)   61.2    (m)          201.     (f) VERT ANG    3  
 EH2703
 EH2703.Superseded values are not recommended for survey control.
 EH2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2703.See file dsdata.txt to determine how the superseded data were derived.
 EH2703
 EH2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3755955726(NAD 83)
 EH2703_MARKER: P = PIPE CAP
 EH2703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2703_SP_SET: METAL PIPE IMBEDDED IN GROUND
 EH2703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2703
 EH2703  HISTORY     - Date     Condition        Report By
 EH2703  HISTORY     - 1980     MONUMENTED       USE
 EH2703
 EH2703                          STATION DESCRIPTION
 EH2703
 EH2703'DESCRIBED BY US ENGINEERS 1980 (CFS)
 EH2703'THE STATION IS LOCATED ABOUT 24.2 KM SOUTHWEST
 EH2703'OF WALLS, 7.3 KM WEST OF ROBINSONVILLE
 EH2703'AND NEAR THE EAST SIDE OF THE MAIN LEVEE ALONG THE EAST BANK
 EH2703'OF THE MISSISSIPPI RIVER.  PERMISSION TO USE THE STATION
 EH2703'WAS OBTAINED FROM MR. JOE F. MOONEY, JR., CHIEF ENGINEER
 EH2703'OF THE YAZOO-MISSISSIPPI DELTA LEVEE BOARD, P.O. BOX 610,
 EH2703'CLARKSDALE, MS  38614.  TELEPHONE 624-4398.
 EH2703'
 EH2703'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE,
 EH2703'GO WEST ON A PAVED ROAD, CROSSING RAILROAD TRACKS, FOR 7.5 KM
 EH2703'(4.65 MI) TO A CROSSROAD.  CONTINUE WEST FOR 0.5 KM
 EH2703'(0.3 MI) TO A FORK AT THE END OF THE PAVEMENT.  FOLLOW THE
 EH2703'RIGHT FORK AND CONTINUE WESTERLY FOR 0.08 KM (0.05 MI),
 EH2703'CROSSING A METAL CATTLE GUARD, TO THE STATION ON THE LEFT AND
 EH2703'A CURVE LEADING TO THE TOP OF THE LEVEE.
 EH2703'
 EH2703'THE STATION IS A U.S. ARMY CORPS OF ENGINEER TAPE TRAVERSE
 EH2703'STATION STAMPED---1949 26/27 UYLD---,
 EH2703'AND CONSISTS OF A 5-INCH METAL CAP WHICH IS RIVETED TO
 EH2703'THE TOP OF A 4-INCH METAL PIPE IMBEDDED IN THE GROUND AND
 EH2703'PROJECTING 12 INCHES ABOVE THE GROUND.
 EH2703'IT IS LOCATED
 EH2703'76 METERS SOUTHWEST FROM THE CURVE IN THE ROAD,
 EH2703'55.5 METERS SOUTHEAST FROM MILEPOST 27/28,
 EH2703'8.7 METERS NORTHWEST FROM A FENCE LINE,
 EH2703'0.33 METER SOUTH FROM A 4 INCH WHITE POST AND
 EH2703'0.22 METER NORTH FROM A 4 INCH WHITE POST.
 EH2703'
 EH2703'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 EH2703'AN EDM TIE, UTILIZING AN HP-3800, WAS MADE
 EH2703'TO ABBOTT 2 1954 AZ MK.
 EH2703'A RUBBING WAS MADE AND ATTACHED TO THE ORIGINAL DESCRIPTION
 EH2703'BECAUSE THE STAMPING WAS NOT CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0949 ***********************************************************************
 DK0949  DESIGNATION -  27 M BOLT
 DK0949  PID         -  DK0949
 DK0949  STATE/COUNTY-  MS/BOLIVAR
 DK0949  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0949
 DK0949                         *CURRENT SURVEY CONTROL
 DK0949  ___________________________________________________________________
 DK0949* NAD 83(1986)-  33 32 13.     (N)    091 09 05.     (W)     SCALED    
 DK0949* NAVD 88     -        39.25   (+/-2cm)     128.8    (feet)  VERTCON   
 DK0949  ___________________________________________________________________
 DK0949  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0949  VERT ORDER  -  ? (See Below)
 DK0949
 DK0949.The horizontal coordinates were scaled from a topographic map and have
 DK0949.an estimated accuracy of +/- 6 seconds.
 DK0949
 DK0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0949.The vertical order pertains to the NGVD 29 superseded value.
 DK0949
 DK0949.The geoid height was determined by GEOID03.
 DK0949
 DK0949;                    North         East    Units  Estimated Accuracy
 DK0949;SPC MS W     -   447,890.      624,020.      MT  (+/- 180 meters Scaled)
 DK0949
 DK0949                          SUPERSEDED SURVEY CONTROL
 DK0949
 DK0949  NGVD 29 (??/??/??)   39.326  (m)          129.02   (f) ADJUSTED    ?  
 DK0949
 DK0949.Superseded values are not recommended for survey control.
 DK0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0949.See file dsdata.txt to determine how the superseded data were derived.
 DK0949
 DK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT716123(NAD 83)
 DK0949_MARKER: B = BOLT
 DK0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0949_SP_SET: STONE
 DK0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0949+STABILITY: SURFACE MOTION
 DK0949
 DK0949  HISTORY     - Date     Condition        Report By
 DK0949  HISTORY     - UNK      MONUMENTED       DOD
 DK0949  HISTORY     - 1934     GOOD             CGS
 DK0949
 DK0949                          STATION DESCRIPTION
 DK0949
 DK0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0949'8.1 MI S FROM EUTAW.
 DK0949'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0949'THENCE ABOUT 7.6 MILES SOUTH ALONG THE LEVEE, ABOUT 4-1/2 MILES DUE
 DK0949'WEST OF LAMONT, ABOUT 645 FEET NORTHWEST OF THE CENTER OF THE M ON
 DK0949'MILEPOST 62/63, ABOUT 680 FEET EAST OF THE MAIN LEVEE AT LEVEE STATION
 DK0949'3260, ABOUT 500 FEET SOUTH OF THE CROSSING OF THE ASHBROOK NECK DIKE,
 DK0949'303 FEET NORTHWEST OF LEVEE PIPE 3270, ABOUT 121 FEET NORTH OF THE
 DK0949'CROSSING OF THE SUB-LEVEE AND THE MAIN LEVEE, AND 70 FEET EAST OF THE
 DK0949'CENTER LINE OF THE SUB-LEVEE.  A COPPER BOLT, SET IN THE TOP OF A
 DK0949'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0949'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS
 DK0949'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0950 ***********************************************************************
 DK0950  DESIGNATION -  27 M CAP
 DK0950  PID         -  DK0950
 DK0950  STATE/COUNTY-  MS/BOLIVAR
 DK0950  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0950
 DK0950                         *CURRENT SURVEY CONTROL
 DK0950  ___________________________________________________________________
 DK0950* NAD 83(1986)-  33 32 13.     (N)    091 09 04.     (W)     SCALED    
 DK0950* NAVD 88     -        40.45   (+/-2cm)     132.7    (feet)  VERTCON   
 DK0950  ___________________________________________________________________
 DK0950  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0950  VERT ORDER  -  ? (See Below)
 DK0950
 DK0950.The horizontal coordinates were scaled from a topographic map and have
 DK0950.an estimated accuracy of +/- 6 seconds.
 DK0950
 DK0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0950.The vertical order pertains to the NGVD 29 superseded value.
 DK0950
 DK0950.The geoid height was determined by GEOID03.
 DK0950
 DK0950;                    North         East    Units  Estimated Accuracy
 DK0950;SPC MS W     -   447,890.      624,050.      MT  (+/- 180 meters Scaled)
 DK0950
 DK0950                          SUPERSEDED SURVEY CONTROL
 DK0950
 DK0950  NGVD 29 (??/??/??)   40.531  (m)          132.98   (f) ADJUSTED    ?  
 DK0950
 DK0950.Superseded values are not recommended for survey control.
 DK0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0950.See file dsdata.txt to determine how the superseded data were derived.
 DK0950
 DK0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT716123(NAD 83)
 DK0950_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0950_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0950_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0950
 DK0950  HISTORY     - Date     Condition        Report By
 DK0950  HISTORY     - UNK      MONUMENTED       DOD
 DK0950  HISTORY     - 1934     GOOD             CGS
 DK0950
 DK0950                          STATION DESCRIPTION
 DK0950
 DK0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0950'8.1 MI S FROM EUTAW.
 DK0950'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0950'THENCE ABOUT 7.6 MILES SOUTH ALONG THE LEVEE, ABOUT 4-1/2 MILES DUE
 DK0950'WEST OF LAMONT, ABOUT 645 FEET NORTHWEST OF THE CENTER OF THE M ON
 DK0950'MILEPOST 62/63, ABOUT 680 FEET EAST OF THE MAIN LEVEE AT LEVEE STATION
 DK0950'3260, ABOUT 500 FEET SOUTH OF THE CROSSING OF THE ASHBROOK NECK DIKE,
 DK0950'303 FEET NORTHWEST OF LEVEE PIPE 3270, ABOUT 121 FEET NORTH OF THE
 DK0950'CROSSING OF THE SUB-LEVEE AND THE MAIN LEVEE, AND 70 FEET EAST OF THE
 DK0950'CENTER LINE OF THE SUB-LEVEE.  A COPPER BOLT, SET IN THE TOP OF A
 DK0950'STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0950'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A CORPS
 DK0950'OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0228 ***********************************************************************
 CP0228  DESIGNATION -  270
 CP0228  PID         -  CP0228
 CP0228  STATE/COUNTY-  MS/HINDS
 CP0228  USGS QUAD   -  NEW BYRAM (1980)
 CP0228
 CP0228                         *CURRENT SURVEY CONTROL
 CP0228  ___________________________________________________________________
 CP0228* NAD 83(1986)-  32 08 37.     (N)    090 15 46.     (W)     SCALED    
 CP0228* NAVD 88     -        82.453  (meters)     270.51   (feet)  ADJUSTED  
 CP0228  ___________________________________________________________________
 CP0228  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0228  DYNAMIC HT  -          82.356 (meters)     270.20  (feet)  COMP
 CP0228  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CP0228
 CP0228  VERT ORDER  -  FIRST     CLASS I
 CP0228
 CP0228.The horizontal coordinates were scaled from a topographic map and have
 CP0228.an estimated accuracy of +/- 6 seconds.
 CP0228
 CP0228.The orthometric height was determined by differential leveling
 CP0228.and adjusted in February 1994.
 CP0228
 CP0228.The geoid height was determined by GEOID03.
 CP0228
 CP0228.The dynamic height is computed by dividing the NAVD 88
 CP0228.geopotential number by the normal gravity value computed on the
 CP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0228.degrees latitude (g = 980.6199 gals.).
 CP0228
 CP0228.The modeled gravity was interpolated from observed gravity values.
 CP0228
 CP0228;                    North         East    Units  Estimated Accuracy
 CP0228;SPC MS W     -   293,080.      706,660.      MT  (+/- 180 meters Scaled)
 CP0228
 CP0228                          SUPERSEDED SURVEY CONTROL
 CP0228
 CP0228  NAVD 88 (06/15/91)   82.469  (m)          270.57   (f) UNKNOWN     1 1
 CP0228  NGVD 29 (??/??/??)   82.473  (m)          270.58   (f) ADJUSTED    1 1
 CP0228
 CP0228.Superseded values are not recommended for survey control.
 CP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0228.See file dsdata.txt to determine how the superseded data were derived.
 CP0228
 CP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR581596(NAD 83)
 CP0228_MARKER: DD = SURVEY DISK
 CP0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP0228_SP_SET: HEADWALL
 CP0228_MARK LOGO: USGS  
 CP0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0228+STABILITY: SURFACE MOTION
 CP0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0228+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 CP0228
 CP0228  HISTORY     - Date     Condition        Report By
 CP0228  HISTORY     - UNK      MONUMENTED       USGS
 CP0228  HISTORY     - 1977     GOOD             MSHD
 CP0228  HISTORY     - 19920720 GOOD             NGS
 CP0228  HISTORY     - 20050327 GOOD             NGS
 CP0228
 CP0228                          STATION DESCRIPTION
 CP0228
 CP0228'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0228'3.8 MI NE FROM TERRY.
 CP0228'THE MARK IS LOCATED 3.8 MILES NORTHEAST OF TERRY, 354 FEET SOUTH OF
 CP0228'THE CENTER OF A PRIVATE ROAD CROSSING, 172 FEET NORTH OF MILEPOST 741
 CP0228'IN THE SOUTHEAST 1/4 OF SECTION 35, T 4N, R 1W.  IT IS 10 FEET WEST OF
 CP0228'THE WEST RAIL OF THE WEST TRACK SET IN A DRILL HOLE IN THE CENTER OF
 CP0228'THE WEST HEADWALL OF A 15 FOOT BOX CULVERT AND IS ABOUT 3 FEET BELOW
 CP0228'THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE POST OFFICE IN TERRY
 CP0228'GO NORTHWEST ON CUNNINGHAM AVENUE FOR 0.35 MILE TO THE JUNCTION OF A
 CP0228'FRONTAGE ROAD.  TURN RIGHT AND GO NORTHEAST ON A FRONTAGE ROAD FOR
 CP0228'2.35 MILES TO A CROSSROAD ON THE EAST SIDE OF WYNDALE ROAD
 CP0228'INTERCHANGE.  CONTINUE NORTHEAST ON A FRONTAGE ROAD FOR 3.85 MILES TO
 CP0228'THE JUNCTION OF PRISCOCK ROAD.  TURN RIGHT AND GO SOUTH ON PRISOCK
 CP0228'ROAD FOR 1.6 MILES TO A RAILROAD CROSSING JUST BEFORE REACHING GRIFFIN
 CP0228'INDUSTRIES INC.  THENCE SOUTH ALONG THE I.C.G. RAILROAD TRACK FOR 6240
 CP0228'FEET TO THE MARK ON THE RIGHT.  NOTE-- THE STAMPING ON THE DISK HAS
 CP0228'BEEN MUTILATED AND IS COMPLETELY ILLEGIBLE.
 CP0228
 CP0228                          STATION RECOVERY (1992)
 CP0228
 CP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0228'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0228'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP0228'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP0228'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, THENCE 3.6 KM
 CP0228'(2.25 MI) SOUTHERLY ALONG OLD BYRAM ROAD, THENCE 0.1 KM (0.05 MI)
 CP0228'EASTERLY ALONG SIWELL ROAD, THENCE 4.5 KM (2.80 MI) SOUTHERLY ALONG
 CP0228'THE ILLINOIS CENTRAL RAILROAD, IN TOP OF AND 2.5 M (8.2 FT) SOUTH OF
 CP0228'THE NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 52.8 M
 CP0228'(173.2 FT) NORTH OF MILEPOST 741, 7.4 M (24.3 FT) WEST-NORTHWEST OF
 CP0228'THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 CP0228'NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING IS ILLEGIBLE.
 CP0228
 CP0228                          STATION RECOVERY (2005)
 CP0228
 CP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JEH)
 CP0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0373 ***********************************************************************
 EH0373  DESIGNATION -  3 A
 EH0373  PID         -  EH0373
 EH0373  STATE/COUNTY-  MS/BOLIVAR
 EH0373  USGS QUAD   -  ROUND LAKE (1982)
 EH0373
 EH0373                         *CURRENT SURVEY CONTROL
 EH0373  ___________________________________________________________________
 EH0373* NAD 83(1986)-  34 05 15.     (N)    090 51 59.     (W)     SCALED    
 EH0373* NAVD 88     -        48.03   (+/-2cm)     157.6    (feet)  VERTCON   
 EH0373  ___________________________________________________________________
 EH0373  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH0373  VERT ORDER  -  ? (See Below)
 EH0373
 EH0373.The horizontal coordinates were scaled from a topographic map and have
 EH0373.an estimated accuracy of +/- 6 seconds.
 EH0373
 EH0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0373.The vertical order pertains to the NGVD 29 superseded value.
 EH0373
 EH0373.The geoid height was determined by GEOID03.
 EH0373
 EH0373;                    North         East    Units  Estimated Accuracy
 EH0373;SPC MS W     -   508,780.      650,810.      MT  (+/- 180 meters Scaled)
 EH0373
 EH0373                          SUPERSEDED SURVEY CONTROL
 EH0373
 EH0373  NGVD 29 (??/??/??)   48.085  (m)          157.76   (f) ADJUSTED    ?  
 EH0373
 EH0373.Superseded values are not recommended for survey control.
 EH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0373.See file dsdata.txt to determine how the superseded data were derived.
 EH0373
 EH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT968739(NAD 83)
 EH0373_MARKER: P = PIPE CAP
 EH0373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0373
 EH0373  HISTORY     - Date     Condition        Report By
 EH0373  HISTORY     - UNK      MONUMENTED       DOD
 EH0373  HISTORY     - 1934     GOOD             CGS
 EH0373
 EH0373                          STATION DESCRIPTION
 EH0373
 EH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0373'1 MI W FROM FRANCIS.
 EH0373'P.B.M. 3-A IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE
 EH0373'BLOCK LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER, 2.3 MILES
 EH0373'NORTH OF ROUNDLAKE, BOLIVAR COUNTY, MISSISSIPPI.  1 MILE WEST OF
 EH0373'FRANCIS, MISS. ON SOUTH TOE OF SUB-LEVEE OPPOSITE ANGLE IN MAIN LEVEE.
 EH0373'150 FEET EAST OF LANDSIDE TOE AT ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0532 ***********************************************************************
 DK0532  DESIGNATION -  3 DWB
 DK0532  PID         -  DK0532
 DK0532  STATE/COUNTY-  MS/BOLIVAR
 DK0532  USGS QUAD   -  LOBDELL (1967)
 DK0532
 DK0532                         *CURRENT SURVEY CONTROL
 DK0532  ___________________________________________________________________
 DK0532* NAD 83(1986)-  33 40 27.     (N)    090 59 04.     (W)     SCALED    
 DK0532* NAVD 88     -        42.215  (meters)     138.50   (feet)  ADJUSTED  
 DK0532  ___________________________________________________________________
 DK0532  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0532  DYNAMIC HT  -          42.172 (meters)     138.36  (feet)  COMP
 DK0532  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 DK0532
 DK0532  VERT ORDER  -  FIRST     CLASS I
 DK0532
 DK0532.The horizontal coordinates were scaled from a topographic map and have
 DK0532.an estimated accuracy of +/- 6 seconds.
 DK0532
 DK0532.The orthometric height was determined by differential leveling
 DK0532.and adjusted in July 1994.
 DK0532
 DK0532.The geoid height was determined by GEOID03.
 DK0532
 DK0532.The dynamic height is computed by dividing the NAVD 88
 DK0532.geopotential number by the normal gravity value computed on the
 DK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0532.degrees latitude (g = 980.6199 gals.).
 DK0532
 DK0532.The modeled gravity was interpolated from observed gravity values.
 DK0532
 DK0532;                    North         East    Units  Estimated Accuracy
 DK0532;SPC MS W     -   463,000.      639,620.      MT  (+/- 180 meters Scaled)
 DK0532
 DK0532                          SUPERSEDED SURVEY CONTROL
 DK0532
 DK0532  NAVD 88 (06/15/91)   42.209  (m)          138.48   (f) UNKNOWN     1 1
 DK0532  NGVD 29 (??/??/??)   42.282  (m)          138.72   (f) ADJUSTED    1 1
 DK0532
 DK0532.Superseded values are not recommended for survey control.
 DK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0532.See file dsdata.txt to determine how the superseded data were derived.
 DK0532
 DK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT868278(NAD 83)
 DK0532_MARKER: DE = TRAVERSE STATION DISK
 DK0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0532_SP_SET: CONCRETE POST
 DK0532_STAMPING: 3 DWB 1966 139
 DK0532_MARK LOGO: USGS  
 DK0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0532+STABILITY: SURFACE MOTION
 DK0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0532+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK0532
 DK0532  HISTORY     - Date     Condition        Report By
 DK0532  HISTORY     - 1966     MONUMENTED       USGS
 DK0532  HISTORY     - 1966     GOOD             CGS
 DK0532  HISTORY     - 19920123 GOOD             NGS
 DK0532
 DK0532                          STATION DESCRIPTION
 DK0532
 DK0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DK0532'2.10 MI NE FROM BENOIT.
 DK0532'ABOUT 2.10 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK0532'STATE HIGHWAY 448 IN BENOIT, AT THE NORTH SIDE OF THE DAHOMEY
 DK0532'PLANTATION CONCRETE BLOCK BUILDING, 156 FEET EAST OF THE CENTER LINE
 DK0532'OF THE INTERSECTION OF A GRAVEL ROAD LEADING EAST AND WEST, 152.4 FEET
 DK0532'WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 52.1 FEET
 DK0532'SOUTH OF THE CENTER LINE OF THE ROAD, 47.3 FEET NORTHWEST OF A METAL
 DK0532'RADIO TOWER, 20 FEET WEST OF THE CENTER OF THE CHAIN LINK GATE TO THE
 DK0532'NORTHEAST ENTRANCE, 1.6 FOOT NORTH OF THE FENCE, 0.8 FOOT SOUTH OF A
 DK0532'METAL WITNESS POST, 2 FEET BELOW LEVEL OF THE HIGHWAY AND IN THE TOP
 DK0532'OF A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 33, T 21N, R 8W.
 DK0532
 DK0532                          STATION RECOVERY (1992)
 DK0532
 DK0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0532'21.1 KM (13.10 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK0532'OF STATE HIGHWAY 8 IN ROSEDALE, 53.6 M (175.9 FT) EAST OF THE HIGHWAY
 DK0532'CENTERLINE, 22.5 M (73.8 FT) WEST OF THE NORTHEAST CORNER OF THE
 DK0532'DAHOMEY PLANTATION OFFICE, 15.0 M (49.2 FT) SOUTH OF THE CENTER OF A
 DK0532'PAVED ROAD, 6.0 M (19.7 FT) EAST OF THE CENTER OF DRIVEWAY AND GATE
 DK0532'LEADING TO THE OFFICE, 5.2 M (17.1 FT) EAST-SOUTHEAST OF A UTILITY
 DK0532'POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 DK0532'NORTH OF A CHAIN-LINK FENCE ENCLOSING THE OFFICE, 0.3 M (1.0 FT) SOUTH
 DK0532'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.06 M (0.20 FT) ABOVE
 DK0532'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0837 ***********************************************************************
 DJ0837  DESIGNATION -  3 KED
 DJ0837  PID         -  DJ0837
 DJ0837  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0837  USGS QUAD   -  STARKVILLE (1982)
 DJ0837
 DJ0837                         *CURRENT SURVEY CONTROL
 DJ0837  ___________________________________________________________________
 DJ0837* NAD 83(1986)-  33 28 16.     (N)    088 45 48.     (W)     SCALED    
 DJ0837* NAVD 88     -        81.380  (meters)     266.99   (feet)  ADJUSTED  
 DJ0837  ___________________________________________________________________
 DJ0837  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0837  DYNAMIC HT  -          81.293 (meters)     266.71  (feet)  COMP
 DJ0837  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 DJ0837
 DJ0837  VERT ORDER  -  SECOND    CLASS 0
 DJ0837
 DJ0837.The horizontal coordinates were scaled from a topographic map and have
 DJ0837.an estimated accuracy of +/- 6 seconds.
 DJ0837
 DJ0837.The orthometric height was determined by differential leveling
 DJ0837.and adjusted in June 1991.
 DJ0837
 DJ0837.The geoid height was determined by GEOID03.
 DJ0837
 DJ0837.The dynamic height is computed by dividing the NAVD 88
 DJ0837.geopotential number by the normal gravity value computed on the
 DJ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0837.degrees latitude (g = 980.6199 gals.).
 DJ0837
 DJ0837.The modeled gravity was interpolated from observed gravity values.
 DJ0837
 DJ0837;                    North         East    Units  Estimated Accuracy
 DJ0837;SPC MS E     -   440,290.      306,510.      MT  (+/- 180 meters Scaled)
 DJ0837
 DJ0837                          SUPERSEDED SURVEY CONTROL
 DJ0837
 DJ0837  NGVD 29 (??/??/92)   81.343  (m)          266.87   (f) ADJ UNCH    2 0
 DJ0837
 DJ0837.Superseded values are not recommended for survey control.
 DJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0837.See file dsdata.txt to determine how the superseded data were derived.
 DJ0837
 DJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC361049(NAD 83)
 DJ0837_MARKER: DD = SURVEY DISK
 DJ0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0837_SP_SET: ABUTMENT
 DJ0837_STAMPING: 3 KED 1963
 DJ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0837
 DJ0837  HISTORY     - Date     Condition        Report By
 DJ0837  HISTORY     - 1963     MONUMENTED       USGS
 DJ0837  HISTORY     - 1965     GOOD             MSHD
 DJ0837  HISTORY     - 1970     GOOD             NGS
 DJ0837  HISTORY     - 20040426 MARK NOT FOUND   MSU
 DJ0837
 DJ0837                          STATION DESCRIPTION
 DJ0837
 DJ0837'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0837'3.35 MI E FROM STARKVILLE.
 DJ0837'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0837'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN RIGHT,
 DJ0837'EAST AND GO 3.2 MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.  THE
 DJ0837'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE, IN THE SOUTH END OF
 DJ0837'THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER SAND CREEK, 14 FEET SOUTH
 DJ0837'OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL OF THE HIGHWAY.
 DJ0837
 DJ0837                          STATION RECOVERY (1970)
 DJ0837
 DJ0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ0837'RECOVERED IN GOOD CONDITION.
 DJ0837
 DJ0837                          STATION RECOVERY (2004)
 DJ0837
 DJ0837'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2004
 DJ0837'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0838 ***********************************************************************
 DJ0838  DESIGNATION -  3 KED RESET 1973
 DJ0838  PID         -  DJ0838
 DJ0838  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0838  USGS QUAD   -  STARKVILLE (1982)
 DJ0838
 DJ0838                         *CURRENT SURVEY CONTROL
 DJ0838  ___________________________________________________________________
 DJ0838* NAD 83(1986)-  33 28 16.     (N)    088 45 47.     (W)     SCALED    
 DJ0838* NAVD 88     -        80.64   (meters)     264.6    (feet)  RESET     
 DJ0838  ___________________________________________________________________
 DJ0838  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0838  VERT ORDER  -  THIRD
 DJ0838
 DJ0838.The horizontal coordinates were scaled from a topographic map and have
 DJ0838.an estimated accuracy of +/- 6 seconds.
 DJ0838
 DJ0838.The orthometric height was computed from unverified reset data.
 DJ0838
 DJ0838.The geoid height was determined by GEOID03.
 DJ0838
 DJ0838;                    North         East    Units  Estimated Accuracy
 DJ0838;SPC MS E     -   440,290.      306,530.      MT  (+/- 180 meters Scaled)
 DJ0838
 DJ0838                          SUPERSEDED SURVEY CONTROL
 DJ0838
 DJ0838.No superseded survey control is available for this station.
 DJ0838
 DJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC361049(NAD 83)
 DJ0838_MARKER: DD = SURVEY DISK
 DJ0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0838_SP_SET: ABUTMENT
 DJ0838_STAMPING: 3 KED USGS RESET 1973
 DJ0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0838
 DJ0838  HISTORY     - Date     Condition        Report By
 DJ0838  HISTORY     - 1973     MONUMENTED       MSHD
 DJ0838
 DJ0838                          STATION DESCRIPTION
 DJ0838
 DJ0838'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ0838'2.5 MI E FROM STARKVILLE.
 DJ0838'LOCATED 2.5 MILES EAST OF STARKVILLE IN THE SOUTH END OF THE EAST
 DJ0838'ABUTMENT OF THE NORTH CONCRETE BRIDGE OVER SAND CREEK, JUST WEST OF
 DJ0838'CLAYTON VILLAGE.  IT IS 26 FEET SOUTH OF THE CENTER OF THE NORTH LANE
 DJ0838'OF U.S. HIGHWAY 82, 1.2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 2
 DJ0838'FEET WEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE SOUTH
 DJ0838'END OF THE EAST ABUTMENT OF THE BRIDGE ON THE NORTH LANE OF U.S.
 DJ0838'HIGHWAY 82, OVER SAND CREEK.  TO REACH FROM THE OKTIBBEHA COUNTY
 DJ0838'COURTHOUSE IN STARKVILLE GO NORTH ON WASHINGTON STREET FOR 0.15 MILE
 DJ0838'TO THE INTERSECTION ON U.S. HIGHWAY 82, TURN RIGHT AND GO EAST ON U.S.
 DJ0838'HIGHWAY 82 FOR 1.1 MILE TO THE STATE HIGHWAY 12 OVERPASS, CONTINUE
 DJ0838'EAST ON U.S. HIGHWAY 12 FOR 1.2 MILES TO THE DISTRICT 5 HIGHWAY PATROL
 DJ0838'OFFICE, CONTINUE EAST FOR 0.85 MILE TO THE BRIDGE AND THE MARK ON THE
 DJ0838'LEFT.  NOTE-- THE DISK WAS LEFT INTACT AFTER THE NEW DISK WAS
 DJ0838'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0001 ***********************************************************************
 DK0001  DESIGNATION -  3 L USGS
 DK0001  PID         -  DK0001
 DK0001  STATE/COUNTY-  MS/LEFLORE
 DK0001  USGS QUAD   -  GREENWOOD (1982)
 DK0001
 DK0001                         *CURRENT SURVEY CONTROL
 DK0001  ___________________________________________________________________
 DK0001* NAD 83(1986)-  33 32 20.     (N)    090 09 52.     (W)     SCALED    
 DK0001* NAVD 88     -        40.603  (meters)     133.21   (feet)  ADJUSTED  
 DK0001  ___________________________________________________________________
 DK0001  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0001  DYNAMIC HT  -          40.561 (meters)     133.07  (feet)  COMP
 DK0001  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DK0001
 DK0001  VERT ORDER  -  FIRST     CLASS II
 DK0001
 DK0001.The horizontal coordinates were scaled from a topographic map and have
 DK0001.an estimated accuracy of +/- 6 seconds.
 DK0001
 DK0001.The orthometric height was determined by differential leveling
 DK0001.and adjusted in June 1991.
 DK0001
 DK0001.The geoid height was determined by GEOID03.
 DK0001
 DK0001.The dynamic height is computed by dividing the NAVD 88
 DK0001.geopotential number by the normal gravity value computed on the
 DK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0001.degrees latitude (g = 980.6199 gals.).
 DK0001
 DK0001.The modeled gravity was interpolated from observed gravity values.
 DK0001
 DK0001;                    North         East    Units  Estimated Accuracy
 DK0001;SPC MS W     -   447,820.      715,690.      MT  (+/- 180 meters Scaled)
 DK0001
 DK0001                          SUPERSEDED SURVEY CONTROL
 DK0001
 DK0001  NGVD 29 (??/??/??)   40.677  (m)          133.45   (f) ADJUSTED    1 2
 DK0001
 DK0001.Superseded values are not recommended for survey control.
 DK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0001.See file dsdata.txt to determine how the superseded data were derived.
 DK0001
 DK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT633146(NAD 83)
 DK0001_MARKER: DD = SURVEY DISK
 DK0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0001_STAMPING: NO 3 L 1928
 DK0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0001+STABILITY: SURFACE MOTION
 DK0001
 DK0001  HISTORY     - Date     Condition        Report By
 DK0001  HISTORY     - 1928     MONUMENTED       USGS
 DK0001  HISTORY     - 1967     GOOD             MSHD
 DK0001  HISTORY     - 1971     POOR             LOCENG
 DK0001  HISTORY     - 20080304 MARK NOT FOUND   MSDOT
 DK0001
 DK0001                          STATION DESCRIPTION
 DK0001
 DK0001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0001'1.75 MI NE FROM GREENWOOD.
 DK0001'THE MARK IS LOCATED 1.7 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL
 DK0001'RAILROAD TRACK FROM ITS JUNCTION WITH THE COLUMBUS AND GREENVILLE
 DK0001'RAILROAD TRACK IN THE NORTHEAST ANGLE OF A T INTERSECTION IN BETWEEN
 DK0001'TWO RAILROAD TRACKS AND IS IN THE NORTHWEST 1/4 OF SECTION 2, T 19N, R
 DK0001'1 E.  IT IS 113 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 18 FEET
 DK0001'NORTH OF THE CENTER OF THE GRAVELED ROAD, 18 FEET EAST OF THE EAST
 DK0001'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 46 FEET SOUTHWEST OF THE
 DK0001'SOUTHWEST RAIL OF THE OTHER TRACK, 33 FEET NORTHEAST OF THE CENTER OF
 DK0001'THE CROSSING, 240 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE TWO
 DK0001'TRACKS, 33.5 FEET SOUTHWEST OF TELEPHONE LINE POLE NO. 1840, 32 FEET
 DK0001'WEST OF A RAILROAD STOP SIGN, 1 FOOT NORTH OF A METAL WITNESS POST,
 DK0001'ABOUT 2 FEET LOWER THAN THE RAILROAD TRACK AND IS FLUSH WITH THE
 DK0001'GROUND.  TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY
 DK0001'COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET FOR 0.4 MILE TO
 DK0001'WHERE THE STREET CURVES SHARP LEFT AND MOORE STREET BEGINS. CONTINUE
 DK0001'NORTHEAST ON MOORE STREET FOR 1.35 MILES TO A SIDE ROAD AND THE MARK
 DK0001'ON THE RIGHT AS DESCRIBED.  NOTE-- POST IS CRACKED AND DISK IS LOOSE.
 DK0001
 DK0001                          STATION RECOVERY (1971)
 DK0001
 DK0001'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 DK0001'MARK RECOVERED IN POOR CONDITION.
 DK0001
 DK0001                          STATION RECOVERY (2008)
 DK0001
 DK0001'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0368 ***********************************************************************
 EH0368  DESIGNATION -  3 M BOLT
 EH0368  PID         -  EH0368
 EH0368  STATE/COUNTY-  MS/BOLIVAR
 EH0368  USGS QUAD   -  ROUND LAKE (1982)
 EH0368
 EH0368                         *CURRENT SURVEY CONTROL
 EH0368  ___________________________________________________________________
 EH0368* NAD 83(1986)-  34 03 08.     (N)    090 51 18.     (W)     SCALED    
 EH0368* NAVD 88     -        46.919  (meters)     153.93   (feet)  ADJUSTED  
 EH0368  ___________________________________________________________________
 EH0368  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0368  DYNAMIC HT  -          46.872 (meters)     153.78  (feet)  COMP
 EH0368  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EH0368
 EH0368  VERT ORDER  -  FIRST     CLASS I
 EH0368
 EH0368.The horizontal coordinates were scaled from a topographic map and have
 EH0368.an estimated accuracy of +/- 6 seconds.
 EH0368
 EH0368.The orthometric height was determined by differential leveling
 EH0368.and adjusted in June 1991.
 EH0368
 EH0368.The geoid height was determined by GEOID03.
 EH0368
 EH0368.The dynamic height is computed by dividing the NAVD 88
 EH0368.geopotential number by the normal gravity value computed on the
 EH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0368.degrees latitude (g = 980.6199 gals.).
 EH0368
 EH0368.The modeled gravity was interpolated from observed gravity values.
 EH0368
 EH0368;                    North         East    Units  Estimated Accuracy
 EH0368;SPC MS W     -   504,860.      651,840.      MT  (+/- 180 meters Scaled)
 EH0368
 EH0368                          SUPERSEDED SURVEY CONTROL
 EH0368
 EH0368  NGVD 29 (??/??/??)   46.971  (m)          154.10   (f) ADJUSTED    1 1
 EH0368
 EH0368.Superseded values are not recommended for survey control.
 EH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0368.See file dsdata.txt to determine how the superseded data were derived.
 EH0368
 EH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT979700(NAD 83)
 EH0368_MARKER: B = BOLT
 EH0368_SETTING: 80 = SET IN A BOULDER
 EH0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0368+STABILITY: SURFACE MOTION
 EH0368
 EH0368  HISTORY     - Date     Condition        Report By
 EH0368  HISTORY     - 1929     MONUMENTED       DOD
 EH0368  HISTORY     - 1974     GOOD             NGS
 EH0368
 EH0368                          STATION DESCRIPTION
 EH0368
 EH0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0368'8.55 MI SW FROM RENA LARA.
 EH0368'ABOUT 8.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0368'CHURCH AT RENA LARA, THENCE 0.10 MILE WEST ALONG A PAVED ROAD LEADING
 EH0368'WEST OT THE LEVEE AT THE COMMUNITY OF ROUND LAKE, ON THE PROPERTY OF
 EH0368'HATTIE ROBINSON, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.6
 EH0368'FEET WEST OF THE SOUTHWEST CORNER OF THE CLOSED IN PORCH OF THE GRAY
 EH0368'SIDING HOUSE, 2.4 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD. A
 EH0368'COPPER BOLT SET IN THE TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS
 EH0368'TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 0.9 FOOT AND BEARING A
 EH0368'USE CAP STAMPED 3M 1929 157.  1/4,SEC 7 ,T25N ,R 6W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2430 ***********************************************************************
 EH2430  DESIGNATION -  3 M CAP
 EH2430  PID         -  EH2430
 EH2430  STATE/COUNTY-  MS/BOLIVAR
 EH2430  USGS QUAD   -  ROUND LAKE (1982)
 EH2430
 EH2430                         *CURRENT SURVEY CONTROL
 EH2430  ___________________________________________________________________
 EH2430* NAD 83(1986)-  34 03 08.     (N)    090 51 18.     (W)     SCALED    
 EH2430* NAVD 88     -        48.144  (meters)     157.95   (feet)  ADJUSTED  
 EH2430  ___________________________________________________________________
 EH2430  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH2430  DYNAMIC HT  -          48.096 (meters)     157.79  (feet)  COMP
 EH2430  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EH2430
 EH2430  VERT ORDER  -  FIRST     CLASS I
 EH2430
 EH2430.The horizontal coordinates were scaled from a topographic map and have
 EH2430.an estimated accuracy of +/- 6 seconds.
 EH2430
 EH2430.The orthometric height was determined by differential leveling
 EH2430.and adjusted in June 1991.
 EH2430
 EH2430.The geoid height was determined by GEOID03.
 EH2430
 EH2430.The dynamic height is computed by dividing the NAVD 88
 EH2430.geopotential number by the normal gravity value computed on the
 EH2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2430.degrees latitude (g = 980.6199 gals.).
 EH2430
 EH2430.The modeled gravity was interpolated from observed gravity values.
 EH2430
 EH2430;                    North         East    Units  Estimated Accuracy
 EH2430;SPC MS W     -   504,860.      651,840.      MT  (+/- 180 meters Scaled)
 EH2430
 EH2430                          SUPERSEDED SURVEY CONTROL
 EH2430
 EH2430  NGVD 29 (??/??/??)   48.19   (m)          158.1    (f) RESET       3  
 EH2430
 EH2430.Superseded values are not recommended for survey control.
 EH2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2430.See file dsdata.txt to determine how the superseded data were derived.
 EH2430
 EH2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT979700(NAD 83)
 EH2430_MARKER: P = PIPE CAP
 EH2430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2430_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH2430_STAMPING: 3 M 1929 157
 EH2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2430+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH2430
 EH2430  HISTORY     - Date     Condition        Report By
 EH2430  HISTORY     - 1929     MONUMENTED       DOD
 EH2430  HISTORY     - 1974     GOOD             NGS
 EH2430  HISTORY     - 20030611 GOOD             USACE
 EH2430
 EH2430                          STATION DESCRIPTION
 EH2430
 EH2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH2430'8.55 MI SW FROM RENA LARA.
 EH2430'ABOUT 8.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH2430'CHURCH AT RENA LARA, THENCE 0.10 MILE WEST ALONG A PAVED ROAD LEADING
 EH2430'WEST TO THE LEVEE AT THE COMMUNITY OF ROUND LAKE, ON THE PROPERTY OF
 EH2430'HATTIE ROBINSON, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.6
 EH2430'FEET WEST OF THE SOUTHWEST CORNER OF THE CLOSED IN PORCH OF THE GRAY
 EH2430'SIDING HOUSE, 2.4 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD. A
 EH2430'USE CAP ON THE TOP OF AN IRON PIPE PROJECTING 0.9 FOOT, SEC 7, T 25 N,
 EH2430'R 6 W.
 EH2430
 EH2430                          STATION RECOVERY (2003)
 EH2430
 EH2430'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2776 ***********************************************************************
 EH2776  DESIGNATION -  30 A
 EH2776  PID         -  EH2776
 EH2776  STATE/COUNTY-  MS/COAHOMA
 EH2776  USGS QUAD   -  FRIARS POINT (1964)
 EH2776
 EH2776                         *CURRENT SURVEY CONTROL
 EH2776  ___________________________________________________________________
 EH2776* NAD 83(1993)-  34 15 56.22169(N)    090 43 38.91431(W)     ADJUSTED  
 EH2776* NAVD 88     -        52.57   (+/-2cm)     172.5    (feet)  VERTCON   
 EH2776  ___________________________________________________________________
 EH2776  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EH2776  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH2776  HORZ ORDER  -  SECOND
 EH2776  VERT ORDER  -  THIRD ? (See Below)
 EH2776
 EH2776.The horizontal coordinates were established by classical geodetic methods
 EH2776.and adjusted by the National Geodetic Survey in May 1994.
 EH2776
 EH2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2776.The vertical order pertains to the NGVD 29 superseded value.
 EH2776
 EH2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2776
 EH2776.The geoid height was determined by GEOID03.
 EH2776
 EH2776;                    North         East     Units Scale Factor Converg.
 EH2776;SPC MS W     -   528,479.562   663,702.633   MT  0.99996623   -0 13 18.9
 EH2776;SPC MS W     - 1,733,853.36  2,177,497.72   sFT  0.99996623   -0 13 18.9
 EH2776;SPC AR S     -   578,072.318   517,183.038   MT  0.99992658   +0 42 44.0
 EH2776;SPC AR S     - 1,896,558.93  1,696,791.35   sFT  0.99992658   +0 42 44.0
 EH2776;UTM  15      - 3,793,944.627   709,227.428   MT  1.00013964   +1 16 47.9
 EH2776
 EH2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2776!SPC MS W     -   0.99999594  x   0.99996623  =   0.99996217
 EH2776!SPC AR S     -   0.99999594  x   0.99992658  =   0.99992252
 EH2776!UTM  15      -   0.99999594  x   1.00013964  =   1.00013558
 EH2776
 EH2776                          SUPERSEDED SURVEY CONTROL
 EH2776
 EH2776  NAD 83(1986)-  34 15 56.23091(N)    090 43 38.91365(W) AD(       ) 2
 EH2776  NAD 27      -  34 15 55.85000(N)    090 43 38.54000(W) AD(       ) 2
 EH2776  NGVD 29 (07/19/86)   52.63   (m)          172.7    (f) LEVELING    3  
 EH2776
 EH2776.Superseded values are not recommended for survey control.
 EH2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2776.See file dsdata.txt to determine how the superseded data were derived.
 EH2776
 EH2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0922793945(NAD 83)
 EH2776_MARKER: P = PIPE CAP
 EH2776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2776
 EH2776  HISTORY     - Date     Condition        Report By
 EH2776  HISTORY     - 1929     MONUMENTED       MRC
 EH2776
 EH2776                          STATION DESCRIPTION
 EH2776
 EH2776'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 EH2776'ON NEAL PLANTATION, 3.4 MILES BY ROAD WEST OF TOWN OF FARRELL,
 EH2776'0.3 MILE WEST OF NEAL PLANTATION STORE, BACK OF CHUTE BEHIND
 EH2776'ISLAND 63 AND BACK FROM EXTREME BEND, ABOUT 3/8 MILE BELOW
 EH2776'HEAD OF SAID ISLAND, ABOUT 550 METERS (1.804 FEET) FROM RIVER
 EH2776'BANK AT POINT 1/4 MILE ABOVE MC CLOUD LANDING, 140 METERS
 EH2776'(459 FEET) EAST OF NEW LEVEE AT POINT 380 METERS (1,247 FEET)
 EH2776'ABOVE LEVEE MILESTONE 81/82, 150 METERS (492 FEET) NORTH
 EH2776'OF JUNCTION OF OLD AND NEW LEVEES (NORTH-AND-SOUTH LEVEE
 EH2776'RUNNING TO SHERARD), 500 FEET EAST OF ANGLE IN LEVEE, 75 FEET
 EH2776'NORTH OF EAST-AND-WEST ROAD, AND 10 METERS (33 FEET) NORTH
 EH2776'OF SMALL LEVEE FORMING PART OF LOOP AND USED AS ROAD FROM
 EH2776'LEVEE TO PLANTATION BUILDING, IN BORROW PIT.  MARKED BY
 EH2776'STANDARD MARK OF MISSISSIPPI RIVER COMMISSION, BRASS CAP ON
 EH2776'STEEL PIPE ABOVE AND COPPER BOLT IN TILE BELOW.
 EH2776'PIPE PROJECTS ABOUT 2 FEET.
 EH2776'WITNESS MARKS ARE AT FOLLOWING DISTANCES AND AZIMUTHS FROM
 EH2776'STATION- HOUSE, 70 METERS (230 FEET), 70 DEG, AND
 EH2776'8-INCH PERSIMMON TREE, 7.5 METERS (25 FEET), 180 DEG.
 EH2776'STATION MC WILLIAMS (SEE DESCRIPTION THEREOF) WAS 135.075
 EH2776'METERS (443.16 FEET) FROM STATION, S 84 DEG 41 MIN 46 SEC W.
 EH2776'STATION B.M. CONWAY (M.R.C.) (SEE DESCRIPTION
 EH2776'THEREOF) IS 895.6 METERS (2,938 FEET) FROM STATION,
 EH2776'N 88 DEG 11 MIN 15 SEC E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2573 ***********************************************************************
 EH2573  DESIGNATION -  30/31
 EH2573  PID         -  EH2573
 EH2573  STATE/COUNTY-  MS/TUNICA
 EH2573  USGS QUAD   -  COUNCIL (1991)
 EH2573
 EH2573                         *CURRENT SURVEY CONTROL
 EH2573  ___________________________________________________________________
 EH2573* NAD 83(1986)-  34 45 52.     (N)    090 23 58.     (W)     SCALED    
 EH2573* NAVD 88     -        58.830  (meters)     193.01   (feet)  ADJUSTED  
 EH2573  ___________________________________________________________________
 EH2573  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2573  DYNAMIC HT  -          58.775 (meters)     192.83  (feet)  COMP
 EH2573  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 EH2573
 EH2573  VERT ORDER  -  FIRST     CLASS II
 EH2573
 EH2573.The horizontal coordinates were scaled from a topographic map and have
 EH2573.an estimated accuracy of +/- 6 seconds.
 EH2573
 EH2573.The orthometric height was determined by differential leveling
 EH2573.and adjusted in June 1991.
 EH2573
 EH2573.The geoid height was determined by GEOID03.
 EH2573
 EH2573.The dynamic height is computed by dividing the NAVD 88
 EH2573.geopotential number by the normal gravity value computed on the
 EH2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2573.degrees latitude (g = 980.6199 gals.).
 EH2573
 EH2573.The modeled gravity was interpolated from observed gravity values.
 EH2573
 EH2573;                    North         East    Units  Estimated Accuracy
 EH2573;SPC MS W     -   583,740.      693,950.      MT  (+/- 180 meters Scaled)
 EH2573
 EH2573                          SUPERSEDED SURVEY CONTROL
 EH2573
 EH2573  NGVD 29 (??/??/??)   58.849  (m)          193.07   (f) ADJUSTED    1 2
 EH2573
 EH2573.Superseded values are not recommended for survey control.
 EH2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2573.See file dsdata.txt to determine how the superseded data were derived.
 EH2573
 EH2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU380500(NAD 83)
 EH2573_MARKER: P = PIPE CAP
 EH2573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2573_SP_SET: SHALLOW-SET PIPE
 EH2573_STAMPING: 30/31 UYLD
 EH2573_MARK LOGO: USE   
 EH2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2573+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH2573
 EH2573  HISTORY     - Date     Condition        Report By
 EH2573  HISTORY     - UNK      MONUMENTED       DOD
 EH2573  HISTORY     - 1983     GOOD             NGS
 EH2573  HISTORY     - 20030604 GOOD             USACE
 EH2573
 EH2573                          STATION DESCRIPTION
 EH2573
 EH2573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2573'8.5 KM (5.3 MI) WNW FROM TUNICA.
 EH2573'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE FROM THE POST OFFICE IN
 EH2573'TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF (HARRIS
 EH2573'STREET WEST) TO THE CROWN OF THE LEVEE, THENCE 11.5 KM (7.15 MI) NORTH
 EH2573'ALONG THE TOP OF THE LEVEE, ABOUT 91 METERS (300 FT) EAST OF MILE
 EH2573'MARKER 30/31, SET BETWEEN TWO PROTECTIVE IRON PIPES, 0.30 METERS
 EH2573'(1.0 FT) EAST OF A VERTICAL IRON PIPE, AND 0.30 METERS (1.0 FT) WEST
 EH2573'OF A VERTICAL IRON PIPE.
 EH2573'THE MARK IS 0.45 M ABOVE GROUND.
 EH2573
 EH2573                          STATION RECOVERY (2003)
 EH2573
 EH2573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0419 ***********************************************************************
 CP0419  DESIGNATION -  310
 CP0419  PID         -  CP0419
 CP0419  STATE/COUNTY-  MS/HINDS
 CP0419  USGS QUAD   -  JACKSON (1998)
 CP0419
 CP0419                         *CURRENT SURVEY CONTROL
 CP0419  ___________________________________________________________________
 CP0419* NAD 83(1986)-  32 17 45.     (N)    090 14 21.     (W)     SCALED    
 CP0419* NAVD 88     -        94.56   (+/-2cm)     310.2    (feet)  VERTCON   
 CP0419  ___________________________________________________________________
 CP0419  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0419
 CP0419.The horizontal coordinates were scaled from a topographic map and have
 CP0419.an estimated accuracy of +/- 6 seconds.
 CP0419
 CP0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0419.The vertical order pertains to the NGVD 29 superseded value.
 CP0419
 CP0419.The geoid height was determined by GEOID03.
 CP0419
 CP0419;                    North         East    Units  Estimated Accuracy
 CP0419;SPC MS W     -   309,960.      708,870.      MT  (+/- 180 meters Scaled)
 CP0419
 CP0419                          SUPERSEDED SURVEY CONTROL
 CP0419
 CP0419  NGVD 29 (??/??/92)   94.584  (m)          310.31   (f) ADJ UNCH    2 0
 CP0419
 CP0419.Superseded values are not recommended for survey control.
 CP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0419.See file dsdata.txt to determine how the superseded data were derived.
 CP0419
 CP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR599765(NAD 83)
 CP0419_MARKER: DD = SURVEY DISK
 CP0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0419+STABILITY: SURFACE MOTION
 CP0419
 CP0419  HISTORY     - Date     Condition        Report By
 CP0419  HISTORY     - UNK      MONUMENTED       MSGS
 CP0419  HISTORY     - 1956     MARK NOT FOUND   MSHD
 CP0419
 CP0419                          STATION DESCRIPTION
 CP0419
 CP0419'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1956
 CP0419'3.0 MI W FROM JACKSON.
 CP0419'LOCATED ABOUT 3.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0419'THE STATION IN JACKSON, ABOUT 500 FEET EAST OF MILEPOST J 3, 15 FEET
 CP0419'NORTH OF THE CENTER LINE OF THE TRACK, 50 FEET SOUTH OF THE CENTER
 CP0419'LINE OF A GRAVELED ROAD AND ABOUT 20 FEET NORTH OF A ROAD CROSSING. IT
 CP0419'IS A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0538 ***********************************************************************
 CP0538  DESIGNATION -  314
 CP0538  PID         -  CP0538
 CP0538  STATE/COUNTY-  MS/WARREN
 CP0538  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0538
 CP0538                         *CURRENT SURVEY CONTROL
 CP0538  ___________________________________________________________________
 CP0538* NAD 83(1986)-  32 20 46.     (N)    090 46 13.     (W)     SCALED    
 CP0538* NAVD 88     -        95.597  (meters)     313.64   (feet)  ADJUSTED  
 CP0538  ___________________________________________________________________
 CP0538  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0538  DYNAMIC HT  -          95.486 (meters)     313.27  (feet)  COMP
 CP0538  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 CP0538
 CP0538  VERT ORDER  -  FIRST     CLASS I
 CP0538
 CP0538.The horizontal coordinates were scaled from a topographic map and have
 CP0538.an estimated accuracy of +/- 6 seconds.
 CP0538
 CP0538.The orthometric height was determined by differential leveling
 CP0538.and adjusted in June 1991.
 CP0538
 CP0538.The geoid height was determined by GEOID03.
 CP0538
 CP0538.The dynamic height is computed by dividing the NAVD 88
 CP0538.geopotential number by the normal gravity value computed on the
 CP0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0538.degrees latitude (g = 980.6199 gals.).
 CP0538
 CP0538.The modeled gravity was interpolated from observed gravity values.
 CP0538
 CP0538;                    North         East    Units  Estimated Accuracy
 CP0538;SPC MS W     -   315,610.      658,870.      MT  (+/- 180 meters Scaled)
 CP0538
 CP0538                          SUPERSEDED SURVEY CONTROL
 CP0538
 CP0538  NGVD 29 (??/??/??)   95.628  (m)          313.74   (f) ADJUSTED    1 1
 CP0538
 CP0538.Superseded values are not recommended for survey control.
 CP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0538.See file dsdata.txt to determine how the superseded data were derived.
 CP0538
 CP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR098809(NAD 83)
 CP0538_MARKER: P = PIPE CAP
 CP0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0538_STAMPING: 314
 CP0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0538
 CP0538  HISTORY     - Date     Condition        Report By
 CP0538  HISTORY     - UNK      MONUMENTED       USGS
 CP0538  HISTORY     - 1968     GOOD             NGS
 CP0538  HISTORY     - 19920204 MARK NOT FOUND   NGS
 CP0538
 CP0538                          STATION DESCRIPTION
 CP0538
 CP0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0538'7.75 MI E FROM VICKSBURG.
 CP0538'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE U.S. POST OFFICE AND
 CP0538'COURTHOUSE AT VICKSBURG, THENCE 7.35 MILES EAST ALONG THE ILLINOIS
 CP0538'CENTRAL RAILROAD, 0.25 MILE WEST OF MILEPOST 132, 6 1/2 RAILS EAST OF
 CP0538'THE NEWMAN STATION SIGN, 34 FEET NORTH OF THE NORTH RAIL, 52 1/2 FEET
 CP0538'SOUTHEAST OF AN ABANDONED FRAME HOUSE, 51 FEET SOUTHWEST OF A
 CP0538'TELEPHONE POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 CP0538'BELOW THE LEVEL OF THE TRACK, AND A U.S. GEOLOGICAL SURVEY CAP ON THE
 CP0538'TOP OF A 3-INCH IRON PIPE WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CP0538'GROUND.  SEC 26, T 16N, R 4E.
 CP0538
 CP0538                          STATION RECOVERY (1992)
 CP0538
 CP0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0538'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0489 ***********************************************************************
 CO0489  DESIGNATION -  317
 CO0489  PID         -  CO0489
 CO0489  STATE/COUNTY-  MS/NEWTON
 CO0489  USGS QUAD   -  CHUNKY (1983)
 CO0489
 CO0489                         *CURRENT SURVEY CONTROL
 CO0489  ___________________________________________________________________
 CO0489* NAD 83(1986)-  32 19 07.     (N)    088 58 57.     (W)     SCALED    
 CO0489* NAVD 88     -        96.437  (meters)     316.39   (feet)  ADJUSTED  
 CO0489  ___________________________________________________________________
 CO0489  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO0489  DYNAMIC HT  -          96.324 (meters)     316.02  (feet)  COMP
 CO0489  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 CO0489
 CO0489  VERT ORDER  -  FIRST     CLASS I
 CO0489
 CO0489.The horizontal coordinates were scaled from a topographic map and have
 CO0489.an estimated accuracy of +/- 6 seconds.
 CO0489
 CO0489.The orthometric height was determined by differential leveling
 CO0489.and adjusted in June 1991.
 CO0489
 CO0489.The geoid height was determined by GEOID03.
 CO0489
 CO0489.The dynamic height is computed by dividing the NAVD 88
 CO0489.geopotential number by the normal gravity value computed on the
 CO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0489.degrees latitude (g = 980.6199 gals.).
 CO0489
 CO0489.The modeled gravity was interpolated from observed gravity values.
 CO0489
 CO0489;                    North         East    Units  Estimated Accuracy
 CO0489;SPC MS E     -   312,490.      285,950.      MT  (+/- 180 meters Scaled)
 CO0489
 CO0489                          SUPERSEDED SURVEY CONTROL
 CO0489
 CO0489  NGVD 29 (??/??/??)   96.427  (m)          316.36   (f) ADJUSTED    1 1
 CO0489
 CO0489.Superseded values are not recommended for survey control.
 CO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0489.See file dsdata.txt to determine how the superseded data were derived.
 CO0489
 CO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA133774(NAD 83)
 CO0489_MARKER: DB = BENCH MARK DISK
 CO0489_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0489_STAMPING: 317 1920
 CO0489_MARK LOGO: USGS  
 CO0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0489+STABILITY: SURFACE MOTION
 CO0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0489+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 CO0489
 CO0489  HISTORY     - Date     Condition        Report By
 CO0489  HISTORY     - 1920     MONUMENTED       USGS
 CO0489  HISTORY     - 1968     GOOD             NGS
 CO0489  HISTORY     - 19890719 GOOD             MSHD
 CO0489
 CO0489                          STATION DESCRIPTION
 CO0489
 CO0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0489'2.75 MI SE FROM HICKORY.
 CO0489'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL
 CO0489'BUILDING AT HICKORY, THENCE 0.4 MILE SOUTH ALONG A GRADED DIRT ROAD,
 CO0489'IN SECTION 33, T 6 N, R 13 E, 8 1/2 RAILS WEST OF MILEPOST 20, A U.S.
 CO0489'GEOLOGICAL SURVEY DISK SET IN THE CENTER OF THE TOP OF THE EAST
 CO0489'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 29 FEET NORTHEAST OF
 CO0489'THE CENTER OF A CROSSING OF THE ROAD AND THE ILLINOIS CENTRAL RAILROAD
 CO0489'TRACK, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 11 FEET NORTH OF
 CO0489'THE NORTH RAIL OF THE TRACK, 53 FEET SOUTHWEST OF TELEPHONE POLE
 CO0489'NUMBER 764, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 CO0489
 CO0489                          STATION RECOVERY (1989)
 CO0489
 CO0489'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0489'MARK IS LOCATED 4.19 KM (2.60 MI) EAST OF HICKORY, 4.83 KM (3.00 MI)
 CO0489'WEST OF CHUNKY IN THE NORTHEAST ANGLE OF A RAILROAD CROSSING IN
 CO0489'SECTION 33, T6N, R13E.  TO REACH FORM THE HIGH SCHOOL IN HICKORY, GO
 CO0489'EAST ON U.S. HIGHWAY 80 FOR 3.78 KM (2.35 MI) TO A SIDE ROAD RIGHT,
 CO0489'TURN RIGHT AND GO SOUTHEAST ON A GRAVEL ROAD FOR 0.64 KM (0.40 MI) TO
 CO0489'THE RAILROAD AND THE MARK AS DESCRIBED.  MARK IS A STANDARD U.S.
 CO0489'GEOLOGICAL BENCH MARK DISK SET IN A DRILL NEAR THE CENTER OF THE EAST
 CO0489'HEADWALL OF A CONCRETE CULVERT.  IT IS 97.38 M (319.5 FT) WEST OF MILE
 CO0489'POST 20, 7.92 M (26.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 4.57 M
 CO0489'(15.0 FT) SOUTHEAST OF A GRAVEL ROAD, 3.2 M (10.5 FT) NORTH OF THE
 CO0489'NORTH RAIL AND IS ABOUT 0.91 M (3.0 FT) THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0780 ***********************************************************************
 DK0780  DESIGNATION -  32 A
 DK0780  PID         -  DK0780
 DK0780  STATE/COUNTY-  MS/BOLIVAR
 DK0780  USGS QUAD   -  BENOIT (1972)
 DK0780
 DK0780                         *CURRENT SURVEY CONTROL
 DK0780  ___________________________________________________________________
 DK0780* NAD 83(1986)-  33 42 29.     (N)    091 01 42.     (W)     SCALED    
 DK0780* NAVD 88     -        44.29   (+/-2cm)     145.3    (feet)  VERTCON   
 DK0780  ___________________________________________________________________
 DK0780  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0780  VERT ORDER  -  ? (See Below)
 DK0780
 DK0780.The horizontal coordinates were scaled from a topographic map and have
 DK0780.an estimated accuracy of +/- 6 seconds.
 DK0780
 DK0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0780.The vertical order pertains to the NGVD 29 superseded value.
 DK0780
 DK0780.The geoid height was determined by GEOID03.
 DK0780
 DK0780;                    North         East    Units  Estimated Accuracy
 DK0780;SPC MS W     -   466,780.      635,580.      MT  (+/- 180 meters Scaled)
 DK0780
 DK0780                          SUPERSEDED SURVEY CONTROL
 DK0780
 DK0780  NGVD 29 (??/??/??)   44.358  (m)          145.53   (f) ADJUSTED    ?  
 DK0780
 DK0780.Superseded values are not recommended for survey control.
 DK0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0780.See file dsdata.txt to determine how the superseded data were derived.
 DK0780
 DK0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT827315(NAD 83)
 DK0780_MARKER: DD = SURVEY DISK
 DK0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0780
 DK0780  HISTORY     - Date     Condition        Report By
 DK0780  HISTORY     - UNK      MONUMENTED       DOD
 DK0780  HISTORY     - 1934     GOOD             CGS
 DK0780  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0780
 DK0780                          STATION DESCRIPTION
 DK0780
 DK0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0780'4 MI N FROM BOLIVAR.
 DK0780'P.B.M. 32-A IS A 2-INCH PIPE WITH BRASS CAP SET IN AN 18-INCH CONCRETE
 DK0780'BLOCK 6 INCHES THICK LOCATED ON THE LEFT BANK OF THE MISS. RIVER, 4
 DK0780'MILES NORTH OF BOLIVAR, BOLIVAR COUNTY, MISSISSIPPI.  950 FEET WEST OF
 DK0780'DIRT ROAD.  130 FEET SOUTHWEST OF RIGHT ANGLE IN SUB-LEVEE. SITS ON
 DK0780'LANDSIDE TOE OF SUB-LEVEE.  NOTE-- MARK IN COTTON FIELD.
 DK0780
 DK0780                          STATION RECOVERY (1972)
 DK0780
 DK0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1210 ***********************************************************************
 DK1210  DESIGNATION -  33 BOLT
 DK1210  PID         -  DK1210
 DK1210  STATE/COUNTY-  MS/WASHINGTON
 DK1210  USGS QUAD   -  WAYSIDE (1970)
 DK1210
 DK1210                         *CURRENT SURVEY CONTROL
 DK1210  ___________________________________________________________________
 DK1210* NAD 83(1986)-  33 16 13.     (N)    091 02 08.     (W)     SCALED    
 DK1210* NAVD 88     -        34.848  (meters)     114.33   (feet)  ADJUSTED  
 DK1210  ___________________________________________________________________
 DK1210  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1210  DYNAMIC HT  -          34.811 (meters)     114.21  (feet)  COMP
 DK1210  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK1210
 DK1210  VERT ORDER  -  FIRST     CLASS I
 DK1210
 DK1210.The horizontal coordinates were scaled from a topographic map and have
 DK1210.an estimated accuracy of +/- 6 seconds.
 DK1210
 DK1210.The orthometric height was determined by differential leveling
 DK1210.and adjusted in June 1991.
 DK1210
 DK1210.The geoid height was determined by GEOID03.
 DK1210
 DK1210.The dynamic height is computed by dividing the NAVD 88
 DK1210.geopotential number by the normal gravity value computed on the
 DK1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1210.degrees latitude (g = 980.6199 gals.).
 DK1210
 DK1210.The modeled gravity was interpolated from observed gravity values.
 DK1210
 DK1210;                    North         East    Units  Estimated Accuracy
 DK1210;SPC MS W     -   418,230.      634,580.      MT  (+/- 180 meters Scaled)
 DK1210
 DK1210                          SUPERSEDED SURVEY CONTROL
 DK1210
 DK1210  NGVD 29 (??/??/??)   34.892  (m)          114.47   (f) ADJUSTED    1 1
 DK1210
 DK1210.Superseded values are not recommended for survey control.
 DK1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1210.See file dsdata.txt to determine how the superseded data were derived.
 DK1210
 DK1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS829829(NAD 83)
 DK1210_MARKER: B = BOLT
 DK1210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1210
 DK1210  HISTORY     - Date     Condition        Report By
 DK1210  HISTORY     - 1944     MONUMENTED       DOD
 DK1210  HISTORY     - 1973     GOOD             NGS
 DK1210  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1210
 DK1210                          STATION DESCRIPTION
 DK1210
 DK1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1210'IN WAYSIDE.
 DK1210'AT WAYSIDE, 0.05 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE,
 DK1210'THENCE 0.10 MILE NORTH ALONG OLD HIGHWAY 1, AT THE SIGHT OF THE RUINS
 DK1210'OF A HOUSE, ABOUT 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, (NOW
 DK1210'USED AS A LANE WITH A FENCE DOWN THE CENTER), ABOUT LEVEL WITH THE
 DK1210'HIGHWAY AND A USE CAP PROJECTING 0.7 FOOT.
 DK1210
 DK1210                          STATION RECOVERY (1992)
 DK1210
 DK1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1210'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1211 ***********************************************************************
 DK1211  DESIGNATION -  33 CAP
 DK1211  PID         -  DK1211
 DK1211  STATE/COUNTY-  MS/WASHINGTON
 DK1211  USGS QUAD   -  WAYSIDE (1970)
 DK1211
 DK1211                         *CURRENT SURVEY CONTROL
 DK1211  ___________________________________________________________________
 DK1211* NAD 83(1986)-  33 16 13.     (N)    091 02 08.     (W)     SCALED    
 DK1211* NAVD 88     -        36.076  (meters)     118.36   (feet)  ADJUSTED  
 DK1211  ___________________________________________________________________
 DK1211  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1211  DYNAMIC HT  -          36.037 (meters)     118.23  (feet)  COMP
 DK1211  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK1211
 DK1211  VERT ORDER  -  FIRST     CLASS I
 DK1211
 DK1211.The horizontal coordinates were scaled from a topographic map and have
 DK1211.an estimated accuracy of +/- 6 seconds.
 DK1211
 DK1211.The orthometric height was determined by differential leveling
 DK1211.and adjusted in June 1991.
 DK1211
 DK1211.The geoid height was determined by GEOID03.
 DK1211
 DK1211.The dynamic height is computed by dividing the NAVD 88
 DK1211.geopotential number by the normal gravity value computed on the
 DK1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1211.degrees latitude (g = 980.6199 gals.).
 DK1211
 DK1211.The modeled gravity was interpolated from observed gravity values.
 DK1211
 DK1211;                    North         East    Units  Estimated Accuracy
 DK1211;SPC MS W     -   418,230.      634,580.      MT  (+/- 180 meters Scaled)
 DK1211
 DK1211                          SUPERSEDED SURVEY CONTROL
 DK1211
 DK1211  NGVD 29 (??/??/??)   36.129  (m)          118.53   (f) ADJUSTED    1 1
 DK1211
 DK1211.Superseded values are not recommended for survey control.
 DK1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1211.See file dsdata.txt to determine how the superseded data were derived.
 DK1211
 DK1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS829829(NAD 83)
 DK1211_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1211_STAMPING: BM 33 (1944)
 DK1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1211
 DK1211  HISTORY     - Date     Condition        Report By
 DK1211  HISTORY     - 1944     MONUMENTED       DOD
 DK1211  HISTORY     - 1967     GOOD             MSHD
 DK1211  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1211
 DK1211                          STATION DESCRIPTION
 DK1211
 DK1211'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1211'IN WAYSIDE.
 DK1211'LOCATED JUST INSIDE OF A PASTURE APPROXIMATELY 0.15 MILE NORTHWEST OF
 DK1211'THE JUNCTION OF MISSISSIPPI HIGHWAY 1 AND MISSISSIPPI 438 AT WAYSIDE,
 DK1211'9.5 MILES SOUTH SOUTHEAST OF GREENVILLE IN SECTION 5, T 17N, R 8W. IT
 DK1211'IS 32 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 17 FEET SOUTH OF THE
 DK1211'CENTER OF THE ABANDONED DRIVEWAY, 9 FEET SOUTHEAST OF THE MOST
 DK1211'SOUTHERN COLUMN AND 1 FOOT NORTH OF A METAL WITNESS POST.  TO REACH
 DK1211'FROM THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST ON MAIN STREET
 DK1211'FOR 1.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT
 DK1211'(EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.9 MILE TO THE
 DK1211'INTERSECTION OF MISSISSIPPI HIGHWAY 1.  TURN RIGHT SOUTH AND CONTINUE
 DK1211'ON MISSISSIPPI HIGHWAY 1 FOR 9.0 MILES TO THE CROSSROADS AT WAYSIDE.
 DK1211'TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO THE
 DK1211'CROSSING OF OLD HIGHWAY 1.  TURN RIGHT NORTH AND CONTINUE ON THE OLD
 DK1211'HIGHWAY FOR 0.1 MILE TO AN ABANDONED DRIVEWAY AND THE MARK ON THE
 DK1211'RIGHT AS DESCRIBED.
 DK1211
 DK1211                          STATION RECOVERY (1992)
 DK1211
 DK1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1211'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0459 ***********************************************************************
 CP0459  DESIGNATION -  334.5
 CP0459  PID         -  CP0459
 CP0459  STATE/COUNTY-  MS/MADISON
 CP0459  USGS QUAD   -  MADISON (1998)
 CP0459
 CP0459                         *CURRENT SURVEY CONTROL
 CP0459  ___________________________________________________________________
 CP0459* NAD 83(1986)-  32 27 41.     (N)    090 06 55.     (W)     SCALED    
 CP0459* NAVD 88     -       102.084  (meters)     334.92   (feet)  ADJUSTED  
 CP0459  ___________________________________________________________________
 CP0459  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CP0459  DYNAMIC HT  -         101.967 (meters)     334.54  (feet)  COMP
 CP0459  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CP0459
 CP0459  VERT ORDER  -  SECOND    CLASS 0
 CP0459
 CP0459.The horizontal coordinates were scaled from a topographic map and have
 CP0459.an estimated accuracy of +/- 6 seconds.
 CP0459
 CP0459.The orthometric height was determined by differential leveling
 CP0459.and adjusted in June 1991.
 CP0459
 CP0459.The geoid height was determined by GEOID03.
 CP0459
 CP0459.The dynamic height is computed by dividing the NAVD 88
 CP0459.geopotential number by the normal gravity value computed on the
 CP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0459.degrees latitude (g = 980.6199 gals.).
 CP0459
 CP0459.The modeled gravity was interpolated from observed gravity values.
 CP0459
 CP0459;                    North         East    Units  Estimated Accuracy
 CP0459;SPC MS W     -   328,330.      720,500.      MT  (+/- 180 meters Scaled)
 CP0459
 CP0459                          SUPERSEDED SURVEY CONTROL
 CP0459
 CP0459  NGVD 29 (??/??/92)  102.154  (m)          335.15   (f) ADJ UNCH    2 0
 CP0459
 CP0459.Superseded values are not recommended for survey control.
 CP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0459.See file dsdata.txt to determine how the superseded data were derived.
 CP0459
 CP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR711952(NAD 83)
 CP0459_MARKER: DD = SURVEY DISK
 CP0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0459_SP_SET: BUILDING
 CP0459_STAMPING: 334.5
 CP0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0459
 CP0459  HISTORY     - Date     Condition        Report By
 CP0459  HISTORY     - UNK      MONUMENTED       USGS
 CP0459  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CP0459
 CP0459                          STATION DESCRIPTION
 CP0459
 CP0459'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0459'11.4 MI SW FROM CANTON.
 CP0459'TO REACH THE MARK FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 CP0459'CANTON, GO 11.4 MILES SOUTHWEST ALONG THE RAILROAD.  THE MARK IS A
 CP0459'DISK SET IN CEMENT IN A DRILLED HOLE, 50 YARDS WEST OF THE CENTERLINE
 CP0459'OF THE TRACK, IN THE NORTH BRICK WALL OF THE MADISON MOTOR COMPANY
 CP0459'BUILDING, 18 FEET WEST OF THE NORTHEAST CORNER, AND 1 FOOT ABOVE A
 CP0459'SIDEWALK.  NOTE-- THE MARK WAS PROBABLY DESTROYED WHEN THE BUILDING
 CP0459'WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0750 ***********************************************************************
 BW0750  DESIGNATION -  34+00 BOLT
 BW0750  PID         -  BW0750
 BW0750  STATE/COUNTY-  MS/ADAMS
 BW0750  USGS QUAD   -  NATCHEZ (1976)
 BW0750
 BW0750                         *CURRENT SURVEY CONTROL
 BW0750  ___________________________________________________________________
 BW0750* NAD 83(1986)-  31 36 36.     (N)    091 23 48.     (W)     SCALED    
 BW0750* NAVD 88     -        20.20   (+/-2cm)      66.3    (feet)  VERTCON   
 BW0750  ___________________________________________________________________
 BW0750  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0750  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0750
 BW0750.The horizontal coordinates were scaled from a topographic map and have
 BW0750.an estimated accuracy of +/- 6 seconds.
 BW0750
 BW0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0750.The vertical order pertains to the NGVD 29 superseded value.
 BW0750
 BW0750.The geoid height was determined by GEOID03.
 BW0750
 BW0750;                    North         East    Units  Estimated Accuracy
 BW0750;SPC MS W     -   234,400.      599,100.      MT  (+/- 180 meters Scaled)
 BW0750
 BW0750                          SUPERSEDED SURVEY CONTROL
 BW0750
 BW0750  NGVD 29 (??/??/92)   20.201  (m)           66.28   (f) ADJ UNCH    1 2
 BW0750
 BW0750.Superseded values are not recommended for survey control.
 BW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0750.See file dsdata.txt to determine how the superseded data were derived.
 BW0750
 BW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ520983(NAD 83)
 BW0750_MARKER: B = BOLT
 BW0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0750_SP_SET: CONCRETE SLAB
 BW0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0750
 BW0750  HISTORY     - Date     Condition        Report By
 BW0750  HISTORY     - UNK      MONUMENTED       USE
 BW0750  HISTORY     - 1962     GOOD             USGS
 BW0750
 BW0750                          STATION DESCRIPTION
 BW0750
 BW0750'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0750'2.8 MI N FROM NATCHEZ.
 BW0750'2.8 MILES NORTH OF NATCHEZ, ADAMS COUNTY, 0.6 MILE SOUTHEAST OF THE
 BW0750'MISSISSIPPI RIVER BANK AT THE HEAD OF GILES BEND CUT-OFF, AT THE FOOT
 BW0750'OF A BLUFF, OPPOSITE STATION 34+00, AT THE LANDSIDE EDGE OF TIMBER, 80
 BW0750'FEET RIVERSIDE OF A ROAD, 26 FEET UPSTREAM FROM A 22-INCH GUM TREE,
 BW0750'AND 0.9 FOOT UPSTREAM AND RIVERSIDE OF AN 18-INCH BLACK LOCUST TREE. A
 BW0750'COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER
 BW0750'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW0750'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0749 ***********************************************************************
 BW0749  DESIGNATION -  34+00 CAP
 BW0749  PID         -  BW0749
 BW0749  STATE/COUNTY-  MS/ADAMS
 BW0749  USGS QUAD   -  NATCHEZ (1976)
 BW0749
 BW0749                         *CURRENT SURVEY CONTROL
 BW0749  ___________________________________________________________________
 BW0749* NAD 83(1986)-  31 36 36.     (N)    091 23 48.     (W)     SCALED    
 BW0749* NAVD 88     -        21.49   (+/-2cm)      70.5    (feet)  VERTCON   
 BW0749  ___________________________________________________________________
 BW0749  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0749  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0749
 BW0749.The horizontal coordinates were scaled from a topographic map and have
 BW0749.an estimated accuracy of +/- 6 seconds.
 BW0749
 BW0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0749.The vertical order pertains to the NGVD 29 superseded value.
 BW0749
 BW0749.The geoid height was determined by GEOID03.
 BW0749
 BW0749;                    North         East    Units  Estimated Accuracy
 BW0749;SPC MS W     -   234,400.      599,100.      MT  (+/- 180 meters Scaled)
 BW0749
 BW0749                          SUPERSEDED SURVEY CONTROL
 BW0749
 BW0749  NGVD 29 (??/??/92)   21.489  (m)           70.50   (f) ADJ UNCH    1 2
 BW0749
 BW0749.Superseded values are not recommended for survey control.
 BW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0749.See file dsdata.txt to determine how the superseded data were derived.
 BW0749
 BW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ520983(NAD 83)
 BW0749_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0749_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0749
 BW0749  HISTORY     - Date     Condition        Report By
 BW0749  HISTORY     - UNK      MONUMENTED       USE
 BW0749  HISTORY     - 1962     GOOD             USGS
 BW0749
 BW0749                          STATION DESCRIPTION
 BW0749
 BW0749'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0749'2.8 MI N FROM NATCHEZ.
 BW0749'2.8 MILES NORTH OF NATCHEZ, ADAMS COUNTY, 0.6 MILE SOUTHEAST OF THE
 BW0749'MISSISSIPPI RIVER BANK AT THE HEAD OF GILES BEND CUT-OFF, AT THE FOOT
 BW0749'OF A BLUFF, OPPOSITE STATION 34+00, AT THE LANDSIDE EDGE OF TIMBER, 80
 BW0749'FEET RIVERSIDE OF A ROAD, 26 FEET UPSTREAM FROM A 22-INCH GUM TREE,
 BW0749'AND 0.9 FOOT UPSTREAM AND RIVERSIDE OF AN 18-INCH BLACK LOCUST TREE.
 BW0749'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0462 ***********************************************************************
 CP0462  DESIGNATION -  353
 CP0462  PID         -  CP0462
 CP0462  STATE/COUNTY-  MS/MADISON
 CP0462  USGS QUAD   -  RIDGELAND (1998)
 CP0462
 CP0462                         *CURRENT SURVEY CONTROL
 CP0462  ___________________________________________________________________
 CP0462* NAD 83(1986)-  32 25 26.     (N)    090 08 06.     (W)     SCALED    
 CP0462* NAVD 88     -       107.504  (meters)     352.70   (feet)  ADJUSTED  
 CP0462  ___________________________________________________________________
 CP0462  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0462  DYNAMIC HT  -         107.381 (meters)     352.30  (feet)  COMP
 CP0462  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CP0462
 CP0462  VERT ORDER  -  SECOND    CLASS 0
 CP0462
 CP0462.The horizontal coordinates were scaled from a topographic map and have
 CP0462.an estimated accuracy of +/- 6 seconds.
 CP0462
 CP0462.The orthometric height was determined by differential leveling
 CP0462.and adjusted in June 1991.
 CP0462
 CP0462.Photographs are available for this station.
 CP0462
 CP0462.The geoid height was determined by GEOID03.
 CP0462
 CP0462.The dynamic height is computed by dividing the NAVD 88
 CP0462.geopotential number by the normal gravity value computed on the
 CP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0462.degrees latitude (g = 980.6199 gals.).
 CP0462
 CP0462.The modeled gravity was interpolated from observed gravity values.
 CP0462
 CP0462;                    North         East    Units  Estimated Accuracy
 CP0462;SPC MS W     -   324,170.      718,650.      MT  (+/- 180 meters Scaled)
 CP0462
 CP0462                          SUPERSEDED SURVEY CONTROL
 CP0462
 CP0462  NGVD 29 (??/??/92)  107.49   (m)          352.7    (f) COMPUTED    2 0
 CP0462
 CP0462.Superseded values are not recommended for survey control.
 CP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0462.See file dsdata.txt to determine how the superseded data were derived.
 CP0462
 CP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR694910(NAD 83)
 CP0462_MARKER: DB = BENCH MARK DISK
 CP0462_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0462_STAMPING: 353 DATUM 1903
 CP0462_MARK LOGO: USGS  
 CP0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0462+STABILITY: SURFACE MOTION
 CP0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0462+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 CP0462
 CP0462  HISTORY     - Date     Condition        Report By
 CP0462  HISTORY     - 1903     MONUMENTED       USGS
 CP0462  HISTORY     - 1972     GOOD             NGS
 CP0462  HISTORY     - 19890403 SEE DESCRIPTION  MSHD
 CP0462  HISTORY     - 20010915 GOOD             INDIV
 CP0462  HISTORY     - 20070814 GOOD             JCLS
 CP0462  HISTORY     - 20070814 GOOD             JCLS
 CP0462
 CP0462                          STATION DESCRIPTION
 CP0462
 CP0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CP0462'9.2 MI NE FROM JACKSON.
 CP0462'MARK IS 0.4 MILE SOUTH OF RIDGELAND, 0.2 MILE SOUTH OF THE NATCHEZ
 CP0462'TRACE, IN THE NW 1/4 OF SE 1/4 OF NW 1/4 OF SECTION 30, T7N, R2E.  IT
 CP0462'IS A DISK SET IN THE CENTER OF EAST HEADWALL OF A CONCRETE CULVERT
 CP0462'UNDER THE ICRR TRACKS, 12 FT. EAST OF CENTERLINE OF TRACKS, 57 FT.
 CP0462'WEST OF CENTERLINE OF A ROAD PARALLELING THE TRACKS, AND 2.3 FEET
 CP0462'BELOW THE LEVEL OF THE TRACKS.
 CP0462
 CP0462                          STATION RECOVERY (1989)
 CP0462
 CP0462'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0462'MARK WAS VISITED AND FOUND IN GOOD CONDITION, EXCEPT THE DISK IS
 CP0462'SCORED TO THE POINT THAT THE 1903 IS ALL THAT CAN BE READ.
 CP0462'TO REACH FROM THE CITY HALL IN RIDGELAND , GO NORTHEAST ON U.S. 51 FOR
 CP0462'1.29 KM (0.80 MI) TO A CROSSROAD, TURN LEFT AND GO WEST ON MOON STREET
 CP0462'FOR 0.24 KM (0.15 MI) TO A T-INTERSECTION AND THE MARK ON THE RIGHT.IT
 CP0462'IS 90.83 M (298.0 FT) NORTHEAST OF THE PROJECTED CENTER OF MOON
 CP0462'STREET, 17.37 M (57.0 FT) NORTHWEST OF THE CENTER OF A CONCRETE
 CP0462'STREET, 3.05 M (10.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL SET IN A
 CP0462'DRILL HOLE IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A
 CP0462'CULVERT UNDER THE RAILROAD TRACK AND IS ABOUT 1.07 M (3.5 FT) BELOW
 CP0462'THE LEVEL OF THE TRACK.
 CP0462
 CP0462                          STATION RECOVERY (2001)
 CP0462
 CP0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DLH)
 CP0462'RECOVERED IN GOOD CONDITION.
 CP0462
 CP0462                          STATION RECOVERY (2007)
 CP0462
 CP0462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 CP0462'STATION IS LOCATED TO CLOSE TO THE RAILS TO BE A SAFE SETUP FOR GPS.
 CP0462
 CP0462                          STATION RECOVERY (2007)
 CP0462
 CP0462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 CP0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0721 ***********************************************************************
 EG0721  DESIGNATION -  358.3
 EG0721  PID         -  EG0721
 EG0721  STATE/COUNTY-  MS/LEE
 EG0721  USGS QUAD   -  EVERGREEN (1979)
 EG0721
 EG0721                         *CURRENT SURVEY CONTROL
 EG0721  ___________________________________________________________________
 EG0721* NAD 83(1986)-  34 13 27.     (N)    088 33 41.     (W)     SCALED    
 EG0721* NAVD 88     -       109.498  (meters)     359.24   (feet)  ADJUSTED  
 EG0721  ___________________________________________________________________
 EG0721  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0721  DYNAMIC HT  -         109.387 (meters)     358.88  (feet)  COMP
 EG0721  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 EG0721
 EG0721  VERT ORDER  -  SECOND    CLASS 0
 EG0721
 EG0721.The horizontal coordinates were scaled from a topographic map and have
 EG0721.an estimated accuracy of +/- 6 seconds.
 EG0721
 EG0721.The orthometric height was determined by differential leveling
 EG0721.and adjusted in June 1991.
 EG0721
 EG0721.The geoid height was determined by GEOID03.
 EG0721
 EG0721.The dynamic height is computed by dividing the NAVD 88
 EG0721.geopotential number by the normal gravity value computed on the
 EG0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0721.degrees latitude (g = 980.6199 gals.).
 EG0721
 EG0721.The modeled gravity was interpolated from observed gravity values.
 EG0721
 EG0721;                    North         East    Units  Estimated Accuracy
 EG0721;SPC MS E     -   523,850.      325,060.      MT  (+/- 180 meters Scaled)
 EG0721
 EG0721                          SUPERSEDED SURVEY CONTROL
 EG0721
 EG0721  NGVD 29 (??/??/92)  109.424  (m)          359.00   (f) ADJ UNCH    2 0
 EG0721
 EG0721.Superseded values are not recommended for survey control.
 EG0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0721.See file dsdata.txt to determine how the superseded data were derived.
 EG0721
 EG0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC561881(NAD 83)
 EG0721_MARKER: DD = SURVEY DISK
 EG0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0721_STAMPING: 358.3 1921
 EG0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0721+STABILITY: SURFACE MOTION
 EG0721
 EG0721  HISTORY     - Date     Condition        Report By
 EG0721  HISTORY     - 1921     MONUMENTED       USGS
 EG0721  HISTORY     - 1946     GOOD             NGS
 EG0721  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG0721
 EG0721                          STATION DESCRIPTION
 EG0721
 EG0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 EG0721'3.1 MI SE FROM MOOREVILLE.
 EG0721'ABOUT 3.1 MILES SOUTHEAST ALONG THE MOOREVILLE-EVERGREEN ROAD FROM THE
 EG0721'POST OFFICE AT MOOREVILLE, ABOUT 200 YARDS SOUTH OF ANDERSON CHAPEL
 EG0721'CHURCH, 19 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 EG0721'ROAD, 52 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD
 EG0721'LEADING WEST TO A FARM, 71 FEET NORTH OF A 3 FOOT OAK TREE STUMP, 9.5
 EG0721'FEET WEST OF A WIRE FENCE.  A U.S.G.S. BRONZE DISK SET IN THE TOP OF A
 EG0721'CONCRETE POST, PROJECTING 3 IN. ABOVE THE GROUND.
 EG0721
 EG0721                          STATION RECOVERY (1962)
 EG0721
 EG0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1470 ***********************************************************************
 DK1470  DESIGNATION -  36 DWB
 DK1470  PID         -  DK1470
 DK1470  STATE/COUNTY-  MS/WASHINGTON
 DK1470  USGS QUAD   -  DELTA CITY (1968)
 DK1470
 DK1470                         *CURRENT SURVEY CONTROL
 DK1470  ___________________________________________________________________
 DK1470* NAD 83(1986)-  33 07 05.     (N)    090 52 20.     (W)     SCALED    
 DK1470* NAVD 88     -        34.283  (meters)     112.48   (feet)  ADJUSTED  
 DK1470  ___________________________________________________________________
 DK1470  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1470  DYNAMIC HT  -          34.247 (meters)     112.36  (feet)  COMP
 DK1470  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DK1470
 DK1470  VERT ORDER  -  SECOND    CLASS 0
 DK1470
 DK1470.The horizontal coordinates were scaled from a topographic map and have
 DK1470.an estimated accuracy of +/- 6 seconds.
 DK1470
 DK1470.The orthometric height was determined by differential leveling
 DK1470.and adjusted in June 1991.
 DK1470
 DK1470.The geoid height was determined by GEOID03.
 DK1470
 DK1470.The dynamic height is computed by dividing the NAVD 88
 DK1470.geopotential number by the normal gravity value computed on the
 DK1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1470.degrees latitude (g = 980.6199 gals.).
 DK1470
 DK1470.The modeled gravity was interpolated from observed gravity values.
 DK1470
 DK1470;                    North         East    Units  Estimated Accuracy
 DK1470;SPC MS W     -   401,260.      649,710.      MT  (+/- 180 meters Scaled)
 DK1470
 DK1470                          SUPERSEDED SURVEY CONTROL
 DK1470
 DK1470  NGVD 29 (??/??/??)   34.357  (m)          112.72   (f) ADJUSTED    2 0
 DK1470
 DK1470.Superseded values are not recommended for survey control.
 DK1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1470.See file dsdata.txt to determine how the superseded data were derived.
 DK1470
 DK1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS985663(NAD 83)
 DK1470_MARKER: DD = SURVEY DISK
 DK1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1470_STAMPING: 36 DWB 1966
 DK1470_MARK LOGO: USGS  
 DK1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1470+STABILITY: SURFACE MOTION
 DK1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1470+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 DK1470
 DK1470  HISTORY     - Date     Condition        Report By
 DK1470  HISTORY     - 1966     MONUMENTED       USGS
 DK1470  HISTORY     - 1971     GOOD             MSHD
 DK1470  HISTORY     - 20000228 GOOD             MSHD
 DK1470  HISTORY     - 20000304 GOOD             NGS
 DK1470  HISTORY     - 20081130 GOOD             MSSU
 DK1470
 DK1470                          STATION DESCRIPTION
 DK1470
 DK1470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1470'3.7 MI SW FROM HOLLANDALE.
 DK1470'THE MARK IS LOCATED 3.7 MILES SOUTHWEST OF HOLLANDALE NEAR THE EAST
 DK1470'SIDE OF A ROAD SIDE PARK, 0.4 MILE NORTHEAST OF THE COMMUNITY OF PERCY
 DK1470'IN THE SOUTHWEST 1/4 OF SECTION 25, T15N, R5W.  IT IS 157 FEET
 DK1470'SOUTHEAST OF THE CENTER OF U. S. HIGHWAY 61, 80 FEET SOUTHEAST OF THE
 DK1470'CENTER OF THE OLD HIGHWAY, 24 FEET NORTHEAST OF A POWER LINE POLE, 42
 DK1470'FEET SOUTHWEST OF THE SOUTH CORNER OF A BARBEQUE PIT, 36 FEET
 DK1470'SOUTHEAST OF A ROW OF TREES, 1.5 FEET NORTHWEST OF A FENCE, 1 FOOT
 DK1470'SOUTHEAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 8 INCH
 DK1470'SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 DK1470'PROJECTS 1 INCH.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE
 DK1470'IN HOLLANDALE, GO SOUTH ON EAST AVENUE FOR 0.75 MILE TO THE
 DK1470'INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT AND CONTINUE SOUTH ON
 DK1470'U.S. HIGHWAY 61 FOR 3.2 MILES TO A ROAD SIDE PARK AND THE MARK IS ON
 DK1470'THE LEFT.
 DK1470
 DK1470                          STATION RECOVERY (2000)
 DK1470
 DK1470'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK1470'RECOVERED AS DESCRIBED.
 DK1470
 DK1470                          STATION RECOVERY (2000)
 DK1470
 DK1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK1470'RECOVERED IN GOOD CONDITION.
 DK1470
 DK1470                          STATION RECOVERY (2008)
 DK1470
 DK1470'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (FCT)
 DK1470'THE BARBEQUE PIT IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0552 ***********************************************************************
 CO0552  DESIGNATION -  36 FJH
 CO0552  PID         -  CO0552
 CO0552  STATE/COUNTY-  MS/CLARKE
 CO0552  USGS QUAD   -  QUITMAN (1983)
 CO0552
 CO0552                         *CURRENT SURVEY CONTROL
 CO0552  ___________________________________________________________________
 CO0552* NAD 83(1993)-  32 04 17.26849(N)    088 43 48.15645(W)     ADJUSTED  
 CO0552* NAVD 88     -        91.61   (+/-2cm)     300.6    (feet)  VERTCON   
 CO0552  ___________________________________________________________________
 CO0552  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CO0552  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CO0552  HORZ ORDER  -  SECOND
 CO0552  VERT ORDER  -  THIRD (See Below)
 CO0552
 CO0552.The horizontal coordinates were established by classical geodetic methods
 CO0552.and adjusted by the National Geodetic Survey in May 1994.
 CO0552
 CO0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0552.The vertical order pertains to the NGVD 29 superseded value.
 CO0552
 CO0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0552
 CO0552.The geoid height was determined by GEOID03.
 CO0552
 CO0552;                    North         East     Units Scale Factor Converg.
 CO0552;SPC MS E     -   285,077.972   309,752.122   MT  0.99995117   +0 03 17.4
 CO0552;SPC MS E     -   935,293.31  1,016,245.09   sFT  0.99995117   +0 03 17.4
 CO0552;UTM  16      - 3,549,666.215   336,704.116   MT  0.99992886   -0 55 07.7
 CO0552
 CO0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0552!SPC MS E     -   0.99998990  x   0.99995117  =   0.99994107
 CO0552!UTM  16      -   0.99998990  x   0.99992886  =   0.99991876
 CO0552
 CO0552                          SUPERSEDED SURVEY CONTROL
 CO0552
 CO0552  NAD 83(1993)-  32 04 17.27733(N)    088 43 48.15755(W) AD(       ) 2
 CO0552  NAD 83(1986)-  32 04 17.28169(N)    088 43 48.15850(W) AD(       ) 2
 CO0552  NAD 27      -  32 04 16.74600(N)    088 43 47.99700(W) AD(       ) 2
 CO0552  NGVD 29 (??/??/??)   91.61   (m)          300.6    (f) RESET       3  
 CO0552
 CO0552.Superseded values are not recommended for survey control.
 CO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0552.See file dsdata.txt to determine how the superseded data were derived.
 CO0552
 CO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA3670449666(NAD 83)
 CO0552_MARKER: DD = SURVEY DISK
 CO0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0552_SP_SET: CONCRETE POST
 CO0552_STAMPING: 36 FJH 1955 300
 CO0552_MARK LOGO: USGS  
 CO0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0552+STABILITY: SURFACE MOTION
 CO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0552+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 CO0552
 CO0552  HISTORY     - Date     Condition        Report By
 CO0552  HISTORY     - 1956     MONUMENTED       USGS
 CO0552  HISTORY     - 1961     POOR             MSHD
 CO0552  HISTORY     - 1964     POOR             NGS
 CO0552  HISTORY     - 19900523 SEE DESCRIPTION  MSHD
 CO0552
 CO0552                          STATION DESCRIPTION
 CO0552
 CO0552'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CO0552'STATION IS LOCATED ABOUT 2 MILES NORTH OF QUITMAN.
 CO0552'IT IS 53 FEET EAST OF THE CENTER OF HIGHWAY 45 AND 4
 CO0552'FEET NORTHWEST OF A 12 INCH PINE TREE.  THE MARK IS A 4 X 6 INCH
 CO0552'CONCRETE POST THAT PROJECTS 7 INCHES WITH A BRONZE U.S.
 CO0552'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 36 FJH 1955 300
 CO0552'(FEET ABOVE SEA LEVEL).
 CO0552
 CO0552                          STATION RECOVERY (1961)
 CO0552
 CO0552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0552'2.0 MI N FROM QUITMAN.
 CO0552'LOCATED ABOUT 2 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, ON THE
 CO0552'EAST SIDE OF THE HIGHWAY AND NEAR THE SOUTHWEST CORNER OF A SMALL
 CO0552'PASTURE.  TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S.
 CO0552'HIGHWAY 45 FOR 2.25 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A
 CO0552'USGS BRONZE DISK, STAMPED 36 FJH 300 1955, SET IN THE TOP OF A 4 X 6
 CO0552'INCH CONCRETE POST, PROJECTING 7 INCHES.  IT IS 53 FEET EAST OF THE
 CO0552'CENTERLINE OF THE HIGHWAY, 4 FEET NORTHWEST OF A 12-INCH PINE TREE,
 CO0552'AND 3 FEET EAST OF A FENCE.  (NOTE-- THE DISK AND THE TOP OF THE
 CO0552'CONCRETE POST HAVE BEEN CUT IN HALF, BUT THE REST OF THE MARK IS STILL
 CO0552'INTACT.)
 CO0552
 CO0552                          STATION RECOVERY (1964)
 CO0552
 CO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0552'MARK RECOVERED IN POOR CONDITION.
 CO0552
 CO0552                          STATION RECOVERY (1990)
 CO0552
 CO0552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0552'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE MEASUREMENTS PLACE
 CO0552'THE MARK IN A DRIVEWAY FOR A MOBILE HOME SO THE MARK WAS PROBABLY
 CO0552'DESTROYED WHEN THE DRIVEWAY WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1471 ***********************************************************************
 DK1471  DESIGNATION -  37 DWB USGS
 DK1471  PID         -  DK1471
 DK1471  STATE/COUNTY-  MS/SHARKEY
 DK1471  USGS QUAD   -  DELTA CITY (1968)
 DK1471
 DK1471                         *CURRENT SURVEY CONTROL
 DK1471  ___________________________________________________________________
 DK1471* NAD 83(1986)-  33 04 36.     (N)    090 52 22.     (W)     SCALED    
 DK1471* NAVD 88     -        33.480  (meters)     109.84   (feet)  ADJUSTED  
 DK1471  ___________________________________________________________________
 DK1471  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1471  DYNAMIC HT  -          33.445 (meters)     109.73  (feet)  COMP
 DK1471  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 DK1471
 DK1471  VERT ORDER  -  SECOND    CLASS 0
 DK1471
 DK1471.The horizontal coordinates were scaled from a topographic map and have
 DK1471.an estimated accuracy of +/- 6 seconds.
 DK1471
 DK1471.The orthometric height was determined by differential leveling
 DK1471.and adjusted in June 1991.
 DK1471
 DK1471.The geoid height was determined by GEOID03.
 DK1471
 DK1471.The dynamic height is computed by dividing the NAVD 88
 DK1471.geopotential number by the normal gravity value computed on the
 DK1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1471.degrees latitude (g = 980.6199 gals.).
 DK1471
 DK1471.The modeled gravity was interpolated from observed gravity values.
 DK1471
 DK1471;                    North         East    Units  Estimated Accuracy
 DK1471;SPC MS W     -   396,670.      649,630.      MT  (+/- 180 meters Scaled)
 DK1471
 DK1471                          SUPERSEDED SURVEY CONTROL
 DK1471
 DK1471  NGVD 29 (??/??/??)   33.557  (m)          110.09   (f) ADJUSTED    2 0
 DK1471
 DK1471.Superseded values are not recommended for survey control.
 DK1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1471.See file dsdata.txt to determine how the superseded data were derived.
 DK1471
 DK1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS985617(NAD 83)
 DK1471_MARKER: DD = SURVEY DISK
 DK1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1471_STAMPING: 37 DWB 1966
 DK1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1471+STABILITY: SURFACE MOTION
 DK1471
 DK1471  HISTORY     - Date     Condition        Report By
 DK1471  HISTORY     - 1966     MONUMENTED       USGS
 DK1471  HISTORY     - 1971     GOOD             MSHD
 DK1471
 DK1471                          STATION DESCRIPTION
 DK1471
 DK1471'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1471'6.3 MI SW FROM HOLLANDALE.
 DK1471'THE MARK IS LOCATED 6.3 MILES SOUTHWEST OF HOLLANDALE ON THE EAST
 DK1471'R.O.W. OF THE ILLINOIS CENTRAL RAILROAD TRACK, 7.6 MILES NORTHWEST OF
 DK1471'ANGUILLA NEAR THE CENTER OF SECTION 12, T14N, R7W.  IT IS 48 FEET WEST
 DK1471'OF THE CENTER OF U.S. HIGHWAY 61, 30 FEET EAST OF THE EAST RAIL, 34
 DK1471'FEET NORTH OF THE CENTER OF A PRIVATE ROAD, 3 FEET SOUTHWEST OF A
 DK1471'TELEPHONE LINE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS
 DK1471'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST ABOUT 5 FEET BELOW
 DK1471'THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 DK1471'AND PROJECTS 3 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST
 DK1471'OFFICE IN HOLLANDALE, GO SOUTH ON EAST AVENUE FOR 0.75 MILE TO THE
 DK1471'ENTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT AND CONTINUE SOUTHWEST ON
 DK1471'U.S. HIGHWAY 61 FOR 4.8 MILES TO THE JUNCTION OF MISSISSIPPI STATE
 DK1471'HIGHWAY 436.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.6 MILES TO A
 DK1471'PRIVATE ROAD.  THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0554 ***********************************************************************
 CO0554  DESIGNATION -  37 FJH
 CO0554  PID         -  CO0554
 CO0554  STATE/COUNTY-  MS/CLARKE
 CO0554  USGS QUAD   -  QUITMAN (1983)
 CO0554
 CO0554                         *CURRENT SURVEY CONTROL
 CO0554  ___________________________________________________________________
 CO0554* NAD 83(1986)-  32 05 39.     (N)    088 43 02.     (W)     SCALED    
 CO0554* NAVD 88     -        75.644  (meters)     248.18   (feet)  ADJUSTED  
 CO0554  ___________________________________________________________________
 CO0554  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CO0554  DYNAMIC HT  -          75.555 (meters)     247.88  (feet)  COMP
 CO0554  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 CO0554
 CO0554  VERT ORDER  -  FIRST     CLASS II
 CO0554
 CO0554.The horizontal coordinates were scaled from a topographic map and have
 CO0554.an estimated accuracy of +/- 6 seconds.
 CO0554
 CO0554.The orthometric height was determined by differential leveling
 CO0554.and adjusted in June 1991.
 CO0554
 CO0554.The geoid height was determined by GEOID03.
 CO0554
 CO0554.The dynamic height is computed by dividing the NAVD 88
 CO0554.geopotential number by the normal gravity value computed on the
 CO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0554.degrees latitude (g = 980.6199 gals.).
 CO0554
 CO0554.The modeled gravity was interpolated from observed gravity values.
 CO0554
 CO0554;                    North         East    Units  Estimated Accuracy
 CO0554;SPC MS E     -   287,600.      310,960.      MT  (+/- 180 meters Scaled)
 CO0554
 CO0554                          SUPERSEDED SURVEY CONTROL
 CO0554
 CO0554  NGVD 29 (??/??/??)   75.627  (m)          248.12   (f) ADJUSTED    1 2
 CO0554
 CO0554.Superseded values are not recommended for survey control.
 CO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0554.See file dsdata.txt to determine how the superseded data were derived.
 CO0554
 CO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA379521(NAD 83)
 CO0554_MARKER: DD = SURVEY DISK
 CO0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0554_SP_SET: CONCRETE POST
 CO0554_STAMPING: 37 FJH 1955 248
 CO0554_MARK LOGO: USGS  
 CO0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0554+STABILITY: SURFACE MOTION
 CO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0554+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 CO0554
 CO0554  HISTORY     - Date     Condition        Report By
 CO0554  HISTORY     - 1955     MONUMENTED       USGS
 CO0554  HISTORY     - 1961     GOOD             MSHD
 CO0554  HISTORY     - 1964     GOOD             NGS
 CO0554  HISTORY     - 1980     GOOD             NGS
 CO0554  HISTORY     - 19900523 GOOD             MSHD
 CO0554
 CO0554                          STATION DESCRIPTION
 CO0554
 CO0554'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0554'4.1 MI N FROM QUITMAN.
 CO0554'LOCATED ABOUT 4.1 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, AT A
 CO0554'FENCE CORNER ON THE HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 CO0554'COURTHOUSE IN QUITMAN, GO NORTHERLY ON U.S. HIGHWAY 45 FOR 4.1 MILES
 CO0554'TO A DIRT ROAD AND THE MARK ON THE LEFT.  THE MARK IS A USGS BRONZE
 CO0554'DISK, STAMPED 37 FJH 1955 248, SET IN THE TOP OF A 4 X 6 INCH CONCRETE
 CO0554'POST, PROJECTING 7 INCHES.  IT IS 63 FEET WEST OF THE CENTER OF THE
 CO0554'HIGHWAY, 54 FEET EAST OF THE CENTER OF THE DIRT ROAD, 8 FEET EAST OF A
 CO0554'POWERLINE POLE, AND IN A FENCE LINE.
 CO0554
 CO0554                          STATION RECOVERY (1964)
 CO0554
 CO0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0554'RECOVERED IN GOOD CONDITION.
 CO0554
 CO0554                          STATION RECOVERY (1980)
 CO0554
 CO0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0554'NOTE-POWER POLE HAS BEEN REMOVED.
 CO0554'ADD-0.3 METER NORTH OF A TELEPHONE CABLE JUNCTION BOX NUMBER 95.
 CO0554'DELETE-54 FEET EAST OF THE CENTER OF THE DIRT ROAD.
 CO0554'ADD-16.4 METERS (54 FEET) SOUTH OF THE CENTER OF THE DIRT ROAD.
 CO0554'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CO0554
 CO0554                          STATION RECOVERY (1990)
 CO0554
 CO0554'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0554'THE MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTH OF QUITMAN, IN THE
 CO0554'SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 45 AND A GRAVEL ROAD,
 CO0554'0.85 MI (1.37 KM) NORTHEAST OF THE ENTRANCE TO THE ARCHUSA MEMORIAL
 CO0554'GARDENS, 1.35 MI (2.17 KM) SOUTHEAST OF THE MAIN ENTRANCE TO THE
 CO0554'CLARKCO STATE PARK AND IS IN SECTION 24, T 3N, R 15E.
 CO0554'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0554'FOR 4.1 MI (6.6 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.
 CO0554'MARK IS A USGS BENCH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO0554'POST, ABOUT 3.5 FT (1.1 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING
 CO0554'6 INCHES, 89.5 FT (27.3 M) SOUTHEAST OF A POWER POLE WITH A
 CO0554'TRANSFORMER, 73.5 FT (22.4 M) WEST OF THE CENTER OF HIGHWAY 45, 48.0
 CO0554'FT (14.6 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 3.0 FT (0.9 M)
 CO0554'NORTH OF A TELEPHONE CABLE WARNING SIGN POST, 3.0 FT (0.9 M) NORTH OPF
 CO0554'A FENCE AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2713 ***********************************************************************
 CP2713  DESIGNATION -  377
 CP2713  PID         -  CP2713
 CP2713  STATE/COUNTY-  MS/WARREN
 CP2713  USGS QUAD   -  OAK RIDGE (1972)
 CP2713
 CP2713                         *CURRENT SURVEY CONTROL
 CP2713  ___________________________________________________________________
 CP2713* NAD 83(1993)-  32 28 52.89677(N)    090 42 23.91931(W)     ADJUSTED  
 CP2713* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 CP2713  ___________________________________________________________________
 CP2713  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CP2713  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP2713  HORZ ORDER  -  SECOND
 CP2713
 CP2713.The horizontal coordinates were established by classical geodetic methods
 CP2713.and adjusted by the National Geodetic Survey in May 1994.
 CP2713
 CP2713.The orthometric height was scaled from a topographic map.
 CP2713
 CP2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2713
 CP2713.The geoid height was determined by GEOID03.
 CP2713
 CP2713;                    North         East     Units Scale Factor Converg.
 CP2713;SPC MS W     -   330,586.549   664,911.863   MT  0.99996518   -0 12 01.7
 CP2713;SPC MS W     - 1,084,599.37  2,181,465.00   sFT  0.99996518   -0 12 01.7
 CP2713;UTM  15      - 3,596,109.801   715,504.902   MT  1.00017273   +1 13 55.4
 CP2713
 CP2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2713!SPC MS W     -   0.99998613  x   0.99996518  =   0.99995131
 CP2713!UTM  15      -   0.99998613  x   1.00017273  =   1.00015885
 CP2713
 CP2713                          SUPERSEDED SURVEY CONTROL
 CP2713
 CP2713  NAD 83(1986)-  32 28 52.90990(N)    090 42 23.91499(W) AD(       ) 2
 CP2713  NAD 27      -  32 28 52.40040(N)    090 42 23.55000(W) AD(       ) 2
 CP2713
 CP2713.Superseded values are not recommended for survey control.
 CP2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2713.See file dsdata.txt to determine how the superseded data were derived.
 CP2713
 CP2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1550596110(NAD 83)
 CP2713_MARKER: DD = SURVEY DISK
 CP2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2713_STAMPING: 377 1920
 CP2713_MARK LOGO: USGS  
 CP2713_PROJECTION: RECESSED 20 CENTIMETERS
 CP2713_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2713+STABILITY: SURFACE MOTION
 CP2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2713+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1981
 CP2713
 CP2713  HISTORY     - Date     Condition        Report By
 CP2713  HISTORY     - 1920     MONUMENTED       USGS
 CP2713  HISTORY     - 1959     GOOD             CGS
 CP2713  HISTORY     - 1967     GOOD             MSHD
 CP2713  HISTORY     - 19811001 GOOD             MSSU
 CP2713  HISTORY     - 19811021 GOOD             NGS
 CP2713  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 CP2713
 CP2713                          STATION DESCRIPTION
 CP2713
 CP2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2713'LOCATED ABOUT 10 MILES EAST AND 9 MILES NORTH OF VICKSBURG,
 CP2713'6 MILES EAST OF REDWOOD, NEAR THE WEST SIDE CENTER OF SECTION
 CP2713'3, T 17 N, R 5 E, IN THE NORTHEAST ANGLE OF A ROAD FORK, ON
 CP2713'PROPERTY OWNED AND OCCUPIED BY MR. F.L. AUSTIN.
 CP2713'
 CP2713'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED 377
 CP2713'1920.  IT IS SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST
 CP2713'6 INCHES BELOW GROUND SURFACE, 130 FEET EAST-SOUTHEAST OF THE
 CP2713'CENTER OF THE ROAD FORKS INTERSECTION, 101 FEET SOUTHEAST OF
 CP2713'THE NORTHEAST-SOUTHWEST ROAD CENTER, 67 FEET WEST-SOUTHWEST
 CP2713'OF THE WEST CORNER OF A FRAME HOUSE, 42 FEET NORTHEAST OF
 CP2713'THE NORTHWEST-SOUTHEAST ROAD CENTER, 7.5 FEET NORTHEAST OF
 CP2713'A PICKETT FENCE CORNERPOST, 3 FEET NORTH OF A 14 INCH OAK
 CP2713'TREE, 3 FEET NORTHWEST OF A 4 INCH IRON PIPE PROJECTING 6
 CP2713'INCHES AND 1 FOOT SOUTHEAST OF A PICKETT FENCE.  A
 CP2713'TRAVERSE CONNECTION WAS MADE TO OAK RIDGE, THE DISTANCE BEING
 CP2713'62.947 METERS (206.52 FT.).
 CP2713
 CP2713                          STATION RECOVERY (1967)
 CP2713
 CP2713'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2713'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITON.
 CP2713'
 CP2713'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 4,
 CP2713'T 17N, R 5E, IN THE NORTHEAST ANGLE OF A ROAD FORK, IN A YARD
 CP2713'IN FRONT OF A WHITE HOUSE APPROXIMATELY 5.7 MILES EAST OF
 CP2713'REDWOOD, 13.5 MILES NORTHEAST OF VICKSBURG NEAR THE COMMUNITY
 CP2713'OF OAK RIDGE.  A TRAVERSE CONNECTION WAS MADE TO OAK RIDGE.
 CP2713'
 CP2713'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO SOUTHWEST
 CP2713'ON MISSISSIPPI HIGHWAY 3 FOR 0.25 MILE TO THE INTERSECTION OF
 CP2713'U.S. HIGHWAY 61.  TURN LEFT (SOUTHWEST) AND CONTINUE ON U.S.
 CP2713'HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CP2713'(SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 4.7 MILES
 CP2713'TO A T INTERSECTION.  TURN LEFT (NORTHEAST) AND CONTINUE ON
 CP2713'A BLACKTOP ROAD FOR 3.3 MILES TO A FORK AND THE MARK IN THE
 CP2713'NORTHEAST ANGLE.
 CP2713'
 CP2713'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 6 INCH SQUARE,
 CP2713'CONCRETE POST.
 CP2713'
 CP2713'THE STATION DISK IS STAMPED 377 (1920) AND IS 6 INCHES BELOW
 CP2713'THE GROUND SURFACE.
 CP2713'
 CP2713'IT IS 130 FEET EAST SOUTHEAST OF THE CENTER OF THE FORK, 101
 CP2713'FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST-SOUTHWEST
 CP2713'ROAD, 67 FEET WEST SOUTHWEST OF THE WEST CORNER OF THE HOUSE,
 CP2713'46 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 42 FEET
 CP2713'NORTHEAST OF THE NORTHWEST-SOUTHEAST ROAD, 19.5 FEET NORTHEAST
 CP2713'OF THE WEST END OF A CULVERT ON THE NORTH SIDE OF THE ROAD,
 CP2713'3 FEET NORTHWEST OF A 4 INCH IRON PIPE AND 2 FEET NORTH OF
 CP2713'A 24 INCH OAK.
 CP2713
 CP2713                          STATION RECOVERY (1981)
 CP2713
 CP2713'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2713'RECOVERED IN GOOD CONDITION.
 CP2713
 CP2713                          STATION RECOVERY (1981)
 CP2713
 CP2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DDR)
 CP2713'MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST AND 9.0 MI (14.5 KM)
 CP2713'NORTH OF VICKSBURG, 6.0 MI (9.7 KM) EAST OF RED WOOD, NEAR THE CENTER
 CP2713'OF SECTION 3, T 17 N, R 5 E, ON PROPERTY OF ELBERT REDDITTS OF
 CP2713'VICKSBURG.
 CP2713'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY
 CP2713'61 ON THE EAST SIDE OF VICKSBURG, GO NORTH ON HIGHWAY 61 FOR 1.5 MI
 CP2713'(2.4 KM) TO A PAVED SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 CP2713'NORTHEAST ON PAVED ROAD FOR 0.15 MI (0.24 KM) TO A T-ROAD, TURN RIGHT
 CP2713'GO EAST AND NORTHEAST ON CULKIN ROAD FOR 1.5 MI (2.4 KM) TO A FORK AND
 CP2713'STORE ON RIGHT, TAKE THE LEFT FORK AND GO NORTHEAST ON OAK RIDGE ROAD
 CP2713'FOR 11.15 MI (17.94 KM) TO A FORK AND MARK AS DESCRIBED.
 CP2713'B.M. 377 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 CP2713'STAMPED---377 1920---SET IN TOP OF A 6 INCH SQUARE CONCRETE POST, 0.5
 CP2713'FT (0.2 M) BELOW THE SURFACE OF THE GROUND.  IT IS 39.6 M (129.9 FT)
 CP2713'SOUTHEAST OF THE CENTER OF ROAD FORKS, 30.8 M (101.0 FT) SOUTH
 CP2713'SOUTHEAST OF THE CENTER OF PAVED ROAD, 20.4 M (66.9 FT) WEST SOUTHWEST
 CP2713'OF WEST CORNER OF PORCH OF HOUSE, 12.8 M (42.0 FT) NORTHEAST OF THE
 CP2713'CENTER OF PAVED ROAD, 0.9 M (3.0 FT) NORTHWEST OF A 4 INCH IRON PIPE
 CP2713'PROJECTING 6 INCHES AND 0.3 M (1.0 FT) NORTH OF THE BASE OF A 30 INCH
 CP2713'OAK TREE.
 CP2713
 CP2713                          STATION RECOVERY (2005)
 CP2713
 CP2713'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 CP2713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0557 ***********************************************************************
 CO0557  DESIGNATION -  38 FJH USGS
 CO0557  PID         -  CO0557
 CO0557  STATE/COUNTY-  MS/CLARKE
 CO0557  USGS QUAD   -  QUITMAN (1983)
 CO0557
 CO0557                         *CURRENT SURVEY CONTROL
 CO0557  ___________________________________________________________________
 CO0557* NAD 83(1986)-  32 07 03.     (N)    088 41 53.     (W)     SCALED    
 CO0557* NAVD 88     -       102.502  (meters)     336.29   (feet)  ADJUSTED  
 CO0557  ___________________________________________________________________
 CO0557  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CO0557  DYNAMIC HT  -         102.381 (meters)     335.89  (feet)  COMP
 CO0557  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 CO0557
 CO0557  VERT ORDER  -  SECOND    CLASS 0
 CO0557
 CO0557.The horizontal coordinates were scaled from a topographic map and have
 CO0557.an estimated accuracy of +/- 6 seconds.
 CO0557
 CO0557.The orthometric height was determined by differential leveling
 CO0557.and adjusted in June 1991.
 CO0557
 CO0557.The geoid height was determined by GEOID03.
 CO0557
 CO0557.The dynamic height is computed by dividing the NAVD 88
 CO0557.geopotential number by the normal gravity value computed on the
 CO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0557.degrees latitude (g = 980.6199 gals.).
 CO0557
 CO0557.The modeled gravity was interpolated from observed gravity values.
 CO0557
 CO0557;                    North         East    Units  Estimated Accuracy
 CO0557;SPC MS E     -   290,190.      312,770.      MT  (+/- 180 meters Scaled)
 CO0557
 CO0557                          SUPERSEDED SURVEY CONTROL
 CO0557
 CO0557  NGVD 29 (??/??/92)  102.507  (m)          336.31   (f) ADJ UNCH    2 0
 CO0557
 CO0557.Superseded values are not recommended for survey control.
 CO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0557.See file dsdata.txt to determine how the superseded data were derived.
 CO0557
 CO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA398547(NAD 83)
 CO0557_MARKER: DD = SURVEY DISK
 CO0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0557_STAMPING: 38 FJH 1955 336
 CO0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0557+STABILITY: SURFACE MOTION
 CO0557
 CO0557  HISTORY     - Date     Condition        Report By
 CO0557  HISTORY     - 1955     MONUMENTED       USGS
 CO0557  HISTORY     - 1961     GOOD             MSHD
 CO0557  HISTORY     - 1964     GOOD             NGS
 CO0557  HISTORY     - 1980     MARK NOT FOUND   NGS
 CO0557
 CO0557                          STATION DESCRIPTION
 CO0557
 CO0557'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0557'6.2 MI N FROM QUITMAN.
 CO0557'LOCATED ABOUT 6.2 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, ON
 CO0557'HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE COURTHOUSE IN QUITMAN, GO
 CO0557'NORTHERLY ON U.S. HIGHWAY 45 FOR 6.2 MILES TO A DRIVEWAY AND A WHITE
 CO0557'FRAME HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.  THE MARK IS A USGS
 CO0557'BRONZE DISK, STAMPED 38 FJH 1955 336, SET IN THE TOP OF A 4 BY 6 INCH
 CO0557'CONCRETE POST, PROJECTING 7 INCHES.  IT IS 50 FEET WEST OF THE CENTER
 CO0557'OF THE HIGHWAY AND 40 FEET NORTH OF A POWERLINE POLE.
 CO0557
 CO0557                          STATION RECOVERY (1964)
 CO0557
 CO0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0557'RECOVERED IN GOOD CONDITION.
 CO0557
 CO0557                          STATION RECOVERY (1980)
 CO0557
 CO0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1181 ***********************************************************************
 DK1181  DESIGNATION -  38 M BOLT
 DK1181  PID         -  DK1181
 DK1181  STATE/COUNTY-  MS/WASHINGTON
 DK1181  USGS QUAD   -  GREENVILLE (1970)
 DK1181
 DK1181                         *CURRENT SURVEY CONTROL
 DK1181  ___________________________________________________________________
 DK1181* NAD 83(1986)-  33 26 43.     (N)    091 02 49.     (W)     SCALED    
 DK1181* NAVD 88     -        36.86   (+/-2cm)     120.9    (feet)  VERTCON   
 DK1181  ___________________________________________________________________
 DK1181  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1181  VERT ORDER  -  ? (See Below)
 DK1181
 DK1181.The horizontal coordinates were scaled from a topographic map and have
 DK1181.an estimated accuracy of +/- 6 seconds.
 DK1181
 DK1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1181.The vertical order pertains to the NGVD 29 superseded value.
 DK1181
 DK1181.The geoid height was determined by GEOID03.
 DK1181
 DK1181;                    North         East    Units  Estimated Accuracy
 DK1181;SPC MS W     -   437,650.      633,650.      MT  (+/- 180 meters Scaled)
 DK1181
 DK1181                          SUPERSEDED SURVEY CONTROL
 DK1181
 DK1181  NGVD 29 (??/??/??)   36.916  (m)          121.12   (f) ADJUSTED    ?  
 DK1181
 DK1181.Superseded values are not recommended for survey control.
 DK1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1181.See file dsdata.txt to determine how the superseded data were derived.
 DK1181
 DK1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT815023(NAD 83)
 DK1181_MARKER: B = BOLT
 DK1181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1181_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1181
 DK1181  HISTORY     - Date     Condition        Report By
 DK1181  HISTORY     - UNK      MONUMENTED       DOD
 DK1181  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1181
 DK1181                          STATION DESCRIPTION
 DK1181
 DK1181'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1181'3.1 MI NE FROM GREENVILLE.
 DK1181'THE MARK IS LOCATED IN THE NORTHEAST EDGE OF THE PORCH OF A HOUSE
 DK1181'OCCUPIED BY MRS. F. A. SECOY,        APPROXIMATELY 3.1 MILES NORTHEAST
 DK1181'OF GREENVILLE, 0.3 MILE SOUTHWEST OF MISSISSIPPI HIGHWAY 1 IN THE
 DK1181'SOUTHEAST 1/4 OF SECTION 32, T 19N, R 8W.  TO REACH FROM THE U.S. POST
 DK1181'OFFICE IN GREENVILLE, GO SOUTHEAST ON MAIN STREET FOR 0.2 MILE TO THE
 DK1181'INTERSECTION OF BROADWAY.  TURN LEFT (NORTHEAST) AND CONTINUE ON
 DK1181'BROADWAY FOR 2.3 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 1.
 DK1181'TURN LEFT (NORTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 1 FOR 0.7
 DK1181'MILE TO A CROSSROADS.  TURN LEFT (SOUTHWEST) AND CONTINUE ON A
 DK1181'BLACKTOP ROAD FOR 0.3 MILE TO A HOUSE AND THE MARK ON THE RIGHT JUST
 DK1181'BEFORE THE ROAD TURNS SHARP LEFT.  IT IS 45 FEET NORTHWEST OF THE
 DK1181'CENTER OF THE BLACKTOP ROAD, 44 FEET SOUTHWEST OF TELEPHONE POLE NO.
 DK1181'3023, 5 FEET NORTH OF THE PORCH AND 3 FEET SOUTHWEST OF THE SOUTHEAST
 DK1181'CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0448 ***********************************************************************
 EH0448  DESIGNATION -  38/A BOLT
 EH0448  PID         -  EH0448
 EH0448  STATE/COUNTY-  MS/COAHOMA
 EH0448  USGS QUAD   -  RENA LARA (1982)
 EH0448
 EH0448                         *CURRENT SURVEY CONTROL
 EH0448  ___________________________________________________________________
 EH0448* NAD 83(1986)-  34 07 58.     (N)    090 51 47.     (W)     SCALED    
 EH0448* NAVD 88     -        47.541  (meters)     155.97   (feet)  ADJUSTED  
 EH0448  ___________________________________________________________________
 EH0448  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0448  DYNAMIC HT  -          47.494 (meters)     155.82  (feet)  COMP
 EH0448  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EH0448
 EH0448  VERT ORDER  -  FIRST     CLASS II
 EH0448
 EH0448.The horizontal coordinates were scaled from a topographic map and have
 EH0448.an estimated accuracy of +/- 6 seconds.
 EH0448
 EH0448.The orthometric height was determined by differential leveling
 EH0448.and adjusted in June 1991.
 EH0448
 EH0448.The geoid height was determined by GEOID03.
 EH0448
 EH0448.The dynamic height is computed by dividing the NAVD 88
 EH0448.geopotential number by the normal gravity value computed on the
 EH0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0448.degrees latitude (g = 980.6199 gals.).
 EH0448
 EH0448.The modeled gravity was interpolated from observed gravity values.
 EH0448
 EH0448;                    North         East    Units  Estimated Accuracy
 EH0448;SPC MS W     -   513,800.      651,140.      MT  (+/- 180 meters Scaled)
 EH0448
 EH0448                          SUPERSEDED SURVEY CONTROL
 EH0448
 EH0448  NGVD 29 (??/??/??)   47.610  (m)          156.20   (f) ADJUSTED    1 2
 EH0448
 EH0448.Superseded values are not recommended for survey control.
 EH0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0448.See file dsdata.txt to determine how the superseded data were derived.
 EH0448
 EH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT970789(NAD 83)
 EH0448_MARKER: B = BOLT
 EH0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0448
 EH0448  HISTORY     - Date     Condition        Report By
 EH0448  HISTORY     - UNK      MONUMENTED       MRC
 EH0448  HISTORY     - 1957     GOOD             CGS
 EH0448
 EH0448                          STATION DESCRIPTION
 EH0448
 EH0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0448'5.55 MI SW FROM RENA LARA.
 EH0448'ABOUT 0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 EH0448'AT RENA LARA, THENCE ABOUT 4.85 MILES SOUTHWEST ALONG THE LEVEE ROAD
 EH0448'TO A POINT ABOUT 0.1 MILE WEST OF THE LEVEE MILE POST 96/97, THENCE
 EH0448'ABOUT 0.3 MILE NORTH TOWARDS RIVER, IN SECTION 18, T 26 N, R 7 W, NEAR
 EH0448'THE NORTHEAST CORNER OF A BORROW PITS, 32 FEET WEST OF THE CENTERLINE
 EH0448'OF A DIM ROAD LEADING NORTH BETWEEN BORROW PITS, 237 FEET SOUTH OF THE
 EH0448'CENTER OF A BOARD GATE ACROSS DIM ROAD, 55 FEET SOUTHEAST OF A
 EH0448'TRIANGULAR BLAZED 16-INCH COTTONWOOD TREE, ABOUT 2 FEET BELOW A DIM
 EH0448'ROAD AND IS A BOLT UNDER A USE PIPE AND CAP PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0449 ***********************************************************************
 EH0449  DESIGNATION -  38/A CAP RESET
 EH0449  PID         -  EH0449
 EH0449  STATE/COUNTY-  MS/COAHOMA
 EH0449  USGS QUAD   -  RENA LARA (1982)
 EH0449
 EH0449                         *CURRENT SURVEY CONTROL
 EH0449  ___________________________________________________________________
 EH0449* NAD 83(1986)-  34 07 58.     (N)    090 51 47.     (W)     SCALED    
 EH0449* NAVD 88     -        48.750  (meters)     159.94   (feet)  ADJUSTED  
 EH0449  ___________________________________________________________________
 EH0449  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0449  DYNAMIC HT  -          48.702 (meters)     159.78  (feet)  COMP
 EH0449  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EH0449
 EH0449  VERT ORDER  -  FIRST     CLASS II
 EH0449
 EH0449.The horizontal coordinates were scaled from a topographic map and have
 EH0449.an estimated accuracy of +/- 6 seconds.
 EH0449
 EH0449.The orthometric height was determined by differential leveling
 EH0449.and adjusted in June 1991.
 EH0449
 EH0449.The geoid height was determined by GEOID03.
 EH0449
 EH0449.The dynamic height is computed by dividing the NAVD 88
 EH0449.geopotential number by the normal gravity value computed on the
 EH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0449.degrees latitude (g = 980.6199 gals.).
 EH0449
 EH0449.The modeled gravity was interpolated from observed gravity values.
 EH0449
 EH0449;                    North         East    Units  Estimated Accuracy
 EH0449;SPC MS W     -   513,800.      651,140.      MT  (+/- 180 meters Scaled)
 EH0449
 EH0449                          SUPERSEDED SURVEY CONTROL
 EH0449
 EH0449  NGVD 29 (??/??/??)   48.82   (m)          160.2    (f) RESET       3  
 EH0449
 EH0449.Superseded values are not recommended for survey control.
 EH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0449.See file dsdata.txt to determine how the superseded data were derived.
 EH0449
 EH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT970789(NAD 83)
 EH0449_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EH0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0449_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0449_STAMPING: 38/A RESET 1952
 EH0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0449
 EH0449  HISTORY     - Date     Condition        Report By
 EH0449  HISTORY     - 1952     MONUMENTED       DOD
 EH0449  HISTORY     - 1957     GOOD             CGS
 EH0449
 EH0449                          STATION DESCRIPTION
 EH0449
 EH0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0449'5.55 MI SW FROM RENA LARA.
 EH0449'ABOUT 0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 EH0449'AT RENA LARA, THENCE ABOUT 4.85 MILES SOUTHWEST ALONG LEVEE ROAD TO A
 EH0449'POINT ABOUT 0.1 MILE WEST OF LEVEE MILE POST 96/97, THENCE ABOUT 0.3
 EH0449'MILE NORTH TOWARDS ROVER, IN SECTION 18, T 26N, R 7W, NEAR THE
 EH0449'NORTHEAST CORNER OF A BORROW PIT, 32 FEET WEST OF CENTER LINE OF A DIM
 EH0449'ROAD LEADING NORTH BETWEEN BORROW PITS, 237 FEET SOUTH OF CENTER OF A
 EH0449'BOARD GATE ACROSS DIM ROAD, 55 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 EH0449'16-INCH COTTONWOOD TREE, ABOUT 2 FEET BELOW DIM ROAD AND IS A BOLT
 EH0449'UNDER A U.S.E. PIPE AND CAP PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0563 ***********************************************************************
 CO0563  DESIGNATION -  39 FJH
 CO0563  PID         -  CO0563
 CO0563  STATE/COUNTY-  MS/CLARKE
 CO0563  USGS QUAD   -  SABLE (1983)
 CO0563
 CO0563                         *CURRENT SURVEY CONTROL
 CO0563  ___________________________________________________________________
 CO0563* NAD 83(1986)-  32 08 44.     (N)    088 41 10.     (W)     SCALED    
 CO0563* NAVD 88     -       123.259  (meters)     404.39   (feet)  ADJUSTED  
 CO0563  ___________________________________________________________________
 CO0563  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CO0563  DYNAMIC HT  -         123.113 (meters)     403.91  (feet)  COMP
 CO0563  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 CO0563
 CO0563  VERT ORDER  -  SECOND    CLASS 0
 CO0563
 CO0563.The horizontal coordinates were scaled from a topographic map and have
 CO0563.an estimated accuracy of +/- 6 seconds.
 CO0563
 CO0563.The orthometric height was determined by differential leveling
 CO0563.and adjusted in June 1991.
 CO0563
 CO0563.The geoid height was determined by GEOID03.
 CO0563
 CO0563.The dynamic height is computed by dividing the NAVD 88
 CO0563.geopotential number by the normal gravity value computed on the
 CO0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0563.degrees latitude (g = 980.6199 gals.).
 CO0563
 CO0563.The modeled gravity was interpolated from observed gravity values.
 CO0563
 CO0563;                    North         East    Units  Estimated Accuracy
 CO0563;SPC MS E     -   293,300.      313,890.      MT  (+/- 180 meters Scaled)
 CO0563
 CO0563                          SUPERSEDED SURVEY CONTROL
 CO0563
 CO0563  NGVD 29 (??/??/92)  123.261  (m)          404.40   (f) ADJ UNCH    2 0
 CO0563
 CO0563.Superseded values are not recommended for survey control.
 CO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0563.See file dsdata.txt to determine how the superseded data were derived.
 CO0563
 CO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA409578(NAD 83)
 CO0563_MARKER: DD = SURVEY DISK
 CO0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0563_SP_SET: CONCRETE POST
 CO0563_STAMPING: 39 FJH 1955 404
 CO0563_MARK LOGO: USGS  
 CO0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0563+STABILITY: SURFACE MOTION
 CO0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0563+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0563
 CO0563  HISTORY     - Date     Condition        Report By
 CO0563  HISTORY     - 1955     MONUMENTED       USGS
 CO0563  HISTORY     - 1961     GOOD             MSHD
 CO0563  HISTORY     - 1964     GOOD             NGS
 CO0563  HISTORY     - 19900524 GOOD             MSHD
 CO0563
 CO0563                          STATION DESCRIPTION
 CO0563
 CO0563'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0563'8.4 MI N FROM QUITMAN.
 CO0563'LOCATED ABOUT 8.4 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, ON
 CO0563'THE HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE COURTHOUSE IN QUITMAN, GO
 CO0563'NORTHERLY ON U.S. HIGHWAY 45 FOR 8.4 MILES TO A T-ROAD JUNCTION, FENCE
 CO0563'CORNER, AND THE MARK ON THE LEFT.  THE MARK IS A USGS BRONZE DISK,
 CO0563'STAMPED 39 FJH 1955 404, SET IN THE TOP OF A 4 X 6 INCH CONCRETE POST,
 CO0563'PROJECTING 7 INCHES.  IT IS 53 FEET WEST OF THE CENTER OF THE HIGHWAY,
 CO0563'ABOUT 30 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF
 CO0563'A FENCE CORNER.
 CO0563
 CO0563                          STATION RECOVERY (1964)
 CO0563
 CO0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0563'RECOVERED IN GOOD CONDITION.
 CO0563
 CO0563                          STATION RECOVERY (1990)
 CO0563
 CO0563'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0563'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF QUITMAN, IN THE
 CO0563'NORTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 45 AND A PAVED ROAD
 CO0563'LEADING WEST, 2.1 MI (3.4 KM) SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 CO0563'45 AND STATE HIGHWAY 514 AND IS IN SECTION 32, T 4N, R 16E.
 CO0563'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0563'FOR 8.35 MI (13.44 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.
 CO0563'MARK IS A USGS BENCH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO0563'POST, ABOUT LEVEL WITH THE HIGHWAY, PROJECTING 6 INCHES, 61.0 FT
 CO0563'(18.6 M) NORTHEAST OF POWER POLE NUMBER 208, 50.0 FT (15.2 M) WEST OF
 CO0563'THE CENTER OF HIGHWAY 45, 28.5 FT (8.7 M) NORTH OF THE CENTER OF A
 CO0563'PAVED ROAD, 13.0 FT (4.0 M) WEST OF A 24 INCH OAK, 1.4 FT (0.4 M)
 CO0563'SOUTH OF A FENCE CORNER AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 CO0563'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1207 ***********************************************************************
 DK1207  DESIGNATION -  39 M BOLT
 DK1207  PID         -  DK1207
 DK1207  STATE/COUNTY-  MS/WASHINGTON
 DK1207  USGS QUAD   -  WAYSIDE (1970)
 DK1207
 DK1207                         *CURRENT SURVEY CONTROL
 DK1207  ___________________________________________________________________
 DK1207* NAD 83(1986)-  33 16 08.     (N)    091 02 07.     (W)     SCALED    
 DK1207* NAVD 88     -        35.197  (meters)     115.48   (feet)  ADJUSTED  
 DK1207  ___________________________________________________________________
 DK1207  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1207  DYNAMIC HT  -          35.160 (meters)     115.35  (feet)  COMP
 DK1207  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK1207
 DK1207  VERT ORDER  -  FIRST     CLASS I
 DK1207
 DK1207.The horizontal coordinates were scaled from a topographic map and have
 DK1207.an estimated accuracy of +/- 6 seconds.
 DK1207
 DK1207.The orthometric height was determined by differential leveling
 DK1207.and adjusted in June 1991.
 DK1207
 DK1207.The geoid height was determined by GEOID03.
 DK1207
 DK1207.The dynamic height is computed by dividing the NAVD 88
 DK1207.geopotential number by the normal gravity value computed on the
 DK1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1207.degrees latitude (g = 980.6199 gals.).
 DK1207
 DK1207.The modeled gravity was interpolated from observed gravity values.
 DK1207
 DK1207;                    North         East    Units  Estimated Accuracy
 DK1207;SPC MS W     -   418,080.      634,600.      MT  (+/- 180 meters Scaled)
 DK1207
 DK1207                          SUPERSEDED SURVEY CONTROL
 DK1207
 DK1207  NGVD 29 (??/??/??)   35.241  (m)          115.62   (f) ADJUSTED    1 1
 DK1207
 DK1207.Superseded values are not recommended for survey control.
 DK1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1207.See file dsdata.txt to determine how the superseded data were derived.
 DK1207
 DK1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS829828(NAD 83)
 DK1207_MARKER: B = BOLT
 DK1207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1207
 DK1207  HISTORY     - Date     Condition        Report By
 DK1207  HISTORY     - 1931     MONUMENTED       DOD
 DK1207  HISTORY     - 1973     GOOD             NGS
 DK1207  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1207
 DK1207                          STATION DESCRIPTION
 DK1207
 DK1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1207'IN WAYSIDE.
 DK1207'AT WAYSIDE, ABOUT 0.05 MILE WEST ALONG A PAVED ROAD FROM THE POST
 DK1207'OFFICE, AT THE INTERSECTION OF THE PAVED ROAD AND OLD HIGHWAY 1, 72
 DK1207'FEET NORTHEAST OF THE CENTER LINE OF THE INTERSECTION, 66 FEET NORTH
 DK1207'OF THE CENTERLINE OF THE PAVED ROAD, 52 FEET EAST OF THE CENTER LINE
 DK1207'OF THE HIGHWAY, 46 FEET SOUTHWEST OF A POWER SERVICE POLE, 37 FEET
 DK1207'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 1 FOOT WEST OF A
 DK1207'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND A USE CAP PROJECTING
 DK1207'0.8 FOOT.
 DK1207
 DK1207                          STATION RECOVERY (1992)
 DK1207
 DK1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1207'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1208 ***********************************************************************
 DK1208  DESIGNATION -  39 M CAP
 DK1208  PID         -  DK1208
 DK1208  STATE/COUNTY-  MS/WASHINGTON
 DK1208  USGS QUAD   -  WAYSIDE (1970)
 DK1208
 DK1208                         *CURRENT SURVEY CONTROL
 DK1208  ___________________________________________________________________
 DK1208* NAD 83(1986)-  33 16 08.     (N)    091 02 07.     (W)     SCALED    
 DK1208* NAVD 88     -        36.417  (meters)     119.48   (feet)  ADJUSTED  
 DK1208  ___________________________________________________________________
 DK1208  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1208  DYNAMIC HT  -          36.378 (meters)     119.35  (feet)  COMP
 DK1208  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK1208
 DK1208  VERT ORDER  -  FIRST     CLASS I
 DK1208
 DK1208.The horizontal coordinates were scaled from a topographic map and have
 DK1208.an estimated accuracy of +/- 6 seconds.
 DK1208
 DK1208.The orthometric height was determined by differential leveling
 DK1208.and adjusted in June 1991.
 DK1208
 DK1208.The geoid height was determined by GEOID03.
 DK1208
 DK1208.The dynamic height is computed by dividing the NAVD 88
 DK1208.geopotential number by the normal gravity value computed on the
 DK1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1208.degrees latitude (g = 980.6199 gals.).
 DK1208
 DK1208.The modeled gravity was interpolated from observed gravity values.
 DK1208
 DK1208;                    North         East    Units  Estimated Accuracy
 DK1208;SPC MS W     -   418,080.      634,600.      MT  (+/- 180 meters Scaled)
 DK1208
 DK1208                          SUPERSEDED SURVEY CONTROL
 DK1208
 DK1208  NGVD 29 (??/??/??)   36.465  (m)          119.64   (f) ADJUSTED    1 1
 DK1208
 DK1208.Superseded values are not recommended for survey control.
 DK1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1208.See file dsdata.txt to determine how the superseded data were derived.
 DK1208
 DK1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS829828(NAD 83)
 DK1208_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1208_STAMPING: BM 39M (1944)
 DK1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1208
 DK1208  HISTORY     - Date     Condition        Report By
 DK1208  HISTORY     - 1931     MONUMENTED       DOD
 DK1208  HISTORY     - 1967     GOOD             MSHD
 DK1208  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1208
 DK1208                          STATION DESCRIPTION
 DK1208
 DK1208'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1208'IN WAYSIDE.
 DK1208'LOCATED IN THE NORTHEAST ANGLE OF THE CROSSING OF OLD HIGHWAY 1 WITH A
 DK1208'BLACKTOP ROAD AT WAYSIDE APPROXIMATELY 9.6 MILES SOUTH SOUTHEAST OF
 DK1208'GREENVILLE IN SECTION 5, T 17N, R 8W.  IT IS 72 FEET NORTHEAST OF THE
 DK1208'CENTER OF THE CROSSROADS, 66 FEET NORTH OF THE CENTER OF THE BLACKTOP
 DK1208'ROAD, 52 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 46 FEET SOUTHWEST
 DK1208'OF A POWER SERVICE POLE, 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DK1208'A FRAME HOUSE AND 1 FOOT WEST OF A METAL WITNESS POST.  TO REACH FROM
 DK1208'THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST ON MAIN STREET FOR
 DK1208'1.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (EAST)
 DK1208'AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.9 MILE TO THE INTERSECTION OF
 DK1208'MISSISSIPPI HIGHWAY 1.  TURN RIGHT (SOUTH) AND CONTINUE ON MISSISSIPPI
 DK1208'HIGHWAY 1 FOR 9.0 MILES TO THE CROSSROADS AT WAYSIDE. TURN RIGHT WEST
 DK1208'AND CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO THE CROSSING OF OLD
 DK1208'HIGHWAY 1 AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK1208
 DK1208                          STATION RECOVERY (1992)
 DK1208
 DK1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1208'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0588 ***********************************************************************
 EH0588  DESIGNATION -  4
 EH0588  PID         -  EH0588
 EH0588  STATE/COUNTY-  MS/BOLIVAR
 EH0588  USGS QUAD   -  ROUND LAKE (1982)
 EH0588
 EH0588                         *CURRENT SURVEY CONTROL
 EH0588  ___________________________________________________________________
 EH0588* NAD 83(1986)-  34 00 16.     (N)    090 45 12.     (W)     SCALED    
 EH0588* NAVD 88     -        48.689  (meters)     159.74   (feet)  ADJUSTED  
 EH0588  ___________________________________________________________________
 EH0588  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0588  DYNAMIC HT  -          48.640 (meters)     159.58  (feet)  COMP
 EH0588  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EH0588
 EH0588  VERT ORDER  -  SECOND    CLASS 0
 EH0588
 EH0588.The horizontal coordinates were scaled from a topographic map and have
 EH0588.an estimated accuracy of +/- 6 seconds.
 EH0588
 EH0588.The orthometric height was determined by differential leveling
 EH0588.and adjusted in June 1991.
 EH0588
 EH0588.The geoid height was determined by GEOID03.
 EH0588
 EH0588.The dynamic height is computed by dividing the NAVD 88
 EH0588.geopotential number by the normal gravity value computed on the
 EH0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0588.degrees latitude (g = 980.6199 gals.).
 EH0588
 EH0588.The modeled gravity was interpolated from observed gravity values.
 EH0588
 EH0588;                    North         East    Units  Estimated Accuracy
 EH0588;SPC MS W     -   499,520.      661,200.      MT  (+/- 180 meters Scaled)
 EH0588
 EH0588                          SUPERSEDED SURVEY CONTROL
 EH0588
 EH0588  NGVD 29 (??/??/92)   48.825  (m)          160.19   (f) ADJ UNCH    2 0
 EH0588
 EH0588.Superseded values are not recommended for survey control.
 EH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0588.See file dsdata.txt to determine how the superseded data were derived.
 EH0588
 EH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT074649(NAD 83)
 EH0588_MARKER: DD = SURVEY DISK
 EH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0588_STAMPING: USGS 1907 DATUM STA 4
 EH0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0588+STABILITY: SURFACE MOTION
 EH0588
 EH0588  HISTORY     - Date     Condition        Report By
 EH0588  HISTORY     - 1907     MONUMENTED       USGS
 EH0588  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0588
 EH0588                          STATION DESCRIPTION
 EH0588
 EH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0588'18.2 MI SW FROM CLARKSDALE.
 EH0588'IN BOLIVAR COUNTY, 18.2 MILES SOUTHWEST ALONG THE ILLNOIS CENTRAL
 EH0588'RAILROAD FROM THE POST OFFICE AT CLARKSDALE, COAHOMA COUNTY, 15 FEET
 EH0588'NORTH OF THE STATION PLATFORM AT HUSPUCKENA, 12 FEET EAST OF THE
 EH0588'CENTERLINE OF THE TRACK, AND 6 FEET SOUTH OF A SECTION TOOLHOUSE.  A
 EH0588'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED USGS 1907 DATUM
 EH0588'STA 4 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1801 ***********************************************************************
 EG1801  DESIGNATION -  4
 EG1801  PID         -  EG1801
 EG1801  STATE/COUNTY-  MS/YALOBUSHA
 EG1801  USGS QUAD   -  COURTLAND (1983)
 EG1801
 EG1801                         *CURRENT SURVEY CONTROL
 EG1801  ___________________________________________________________________
 EG1801* NAD 83(1993)-  34 09 23.43940(N)    089 55 19.93663(W)     ADJUSTED  
 EG1801* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 EG1801  ___________________________________________________________________
 EG1801  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 EG1801  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EG1801  HORZ ORDER  -  THIRD
 EG1801
 EG1801.The horizontal coordinates were established by classical geodetic methods
 EG1801.and adjusted by the National Geodetic Survey in May 1994.
 EG1801
 EG1801.The orthometric height was scaled from a topographic map.
 EG1801
 EG1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1801
 EG1801.The geoid height was determined by GEOID03.
 EG1801
 EG1801;                    North         East     Units Scale Factor Converg.
 EG1801;SPC MS W     -   516,383.505   737,910.463   MT  0.99996771   +0 13 51.0
 EG1801;SPC MS W     - 1,694,168.22  2,420,961.24   sFT  0.99996771   +0 13 51.0
 EG1801;UTM  16      - 3,783,369.109   230,593.171   MT  1.00049478   -1 38 30.0
 EG1801;UTM  15      - 3,783,791.339   783,756.215   MT  1.00059266   +1 43 45.1
 EG1801
 EG1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1801!SPC MS W     -   0.99999080  x   0.99996771  =   0.99995851
 EG1801!UTM  16      -   0.99999080  x   1.00049478  =   1.00048557
 EG1801!UTM  15      -   0.99999080  x   1.00059266  =   1.00058345
 EG1801
 EG1801:                Primary Azimuth Mark                     Grid Az
 EG1801:SPC MS W     -  4 AZ MK                                  040 58 34.5
 EG1801:UTM  16      -  4 AZ MK                                  042 50 55.5
 EG1801:UTM  15      -  4 AZ MK                                  039 28 40.4
 EG1801
 EG1801|---------------------------------------------------------------------|
 EG1801| PID    Reference Object                     Distance      Geod. Az  |
 EG1801|                                                           dddmmss.s |
 EG1801| CG3219 4 AZ MK                                            0411225.5 |
 EG1801| EG1802 Q 16 9                               53.267 METERS 05705     |
 EG1801| EG1794 ENID                                APPROX. 5.2 KM 1690544.5 |
 EG1801| CG3220 4 RM 1                               18.976 METERS 25601     |
 EG1801|---------------------------------------------------------------------|
 EG1801
 EG1801                          SUPERSEDED SURVEY CONTROL
 EG1801
 EG1801  NAD 83(1986)-  34 09 23.45036(N)    089 55 19.93464(W) AD(       ) 3
 EG1801  NAD 27      -  34 09 23.05720(N)    089 55 19.60000(W) AD(       ) 3
 EG1801
 EG1801.Superseded values are not recommended for survey control.
 EG1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1801.See file dsdata.txt to determine how the superseded data were derived.
 EG1801
 EG1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3059383369(NAD 83)
 EG1801_MARKER: P = PIPE CAP
 EG1801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EG1801
 EG1801  HISTORY     - Date     Condition        Report By
 EG1801  HISTORY     - 1956     MONUMENTED       USE
 EG1801  HISTORY     - 1974     GOOD             MSHD
 EG1801
 EG1801                          STATION DESCRIPTION
 EG1801
 EG1801'DESCRIBED BY US ENGINEERS 1956 (FAR)
 EG1801'THE STATION IS IN SECTION 3, T 11 S, R 7 W, ABOUT 4.5 MILES
 EG1801'SOUTH-SOUTHEAST OF POPE,
 EG1801'2.75 MILES NORTHEAST OF ENID, AND 0.75 MILE WEST OF THE NORTH
 EG1801'END OF ENID DAM, ON
 EG1801'PROPERTY OF MR LLOYD TIPPET.
 EG1801'
 EG1801'TO REACH STATION FROM THE POST OFFICE IN ENID, GO SOUTH ABOUT 100
 EG1801'YARDS, THEN EASTERLY ON A
 EG1801'BLACK TOP ROAD FOR 1.7 MILES TO U S HIGHWAY 51, TURN
 EG1801'LEFT, NORTH, GO 2.35 MILES TO A
 EG1801'SIDE ROAD ON THE RIGHT TO ENID DAM
 EG1801'AND MYERS GROCERY AND CAFE ON THE LEFT, TURN SHARP
 EG1801'LEFT, SOUTHWEST,
 EG1801'AND FOLLOW DRIVEWAY FOR 0.1 MILE TO STATION ON THE LEFT.  TO REACH
 EG1801'THE AZIMUTH MARK
 EG1801'FROM STATION, GO NORTHEAST ON DRIVEWAY FOR 0.1 MILE
 EG1801'TO THE JUNCTION OF U S HIGHWAY 51
 EG1801'AND SIDE ROAD TO ENID DAM, GO EAST
 EG1801'ON ROAD TO ENID DAM FOR ABOUT 25 YARDS TO A ROAD
 EG1801'FORK, TAKE LEFT
 EG1801'FORK, NORTH, GO ABOUT 100 YARDS TO A DIM TRACK ROAD ON THE RIGHT,
 EG1801'TURN RIGHT,
 EG1801'NORTHEAST, GO 0.1 MILE TO WHERE A POWER LINE CROSSES OVER
 EG1801'FENCE LINE AND BENCH MARK U S
 EG1801'E D, THE AZIMUTH MARK, IN FENCE LINE.
 EG1801'
 EG1801'STATION MARK, A U S ENGINEER DEPARTMENT BENCH MARK, NOT STAMPED, IS A
 EG1801'CAP ON A 3-INCH PIPE WHICH
 EG1801'PROJECTS 6 INCHES.  IT IS IN MR LLOYD TIPPETS LAWN,
 EG1801'65 FEET SOUTHWEST OF THE NORTHWEST
 EG1801'CORNER OF HOUSE, 60 FEET WEST OF
 EG1801'THE SOUTHWEST CORNER OF HOUSE, AND 46 FEET EAST OF
 EG1801'CENTER OF
 EG1801'DRIVEWAY.
 EG1801'
 EG1801'REFERENCE MARK 1, A STANDARD DISK, STAMPED B M 4 U S E D NO 1 1956,
 EG1801'IS SET IN A SQUARE CONCRETE
 EG1801'POST WHICH PROJECTS 6 INCHES.  IT IS 97 FEET WEST OF
 EG1801'A CISTERN, 22 FEET NORTH OF THE
 EG1801'NORTHWEST FENCE CORNER OF FENCE
 EG1801'AROUND GARDEN, AND 13 FEET EAST OF DRIVEWAY.
 EG1801'
 EG1801'REFERENCE MARK 2, A U S ENGINEER DEPARTMENT BENCH MARK, STAMPED
 EG1801'Q-16-9 40, IS A CAP ON
 EG1801'A 3-INCH PIPE WHICH PROJECTS 2 INCHES.  IT IS IN MR LLOYD
 EG1801'TIPPETS LAWN, 132 FEET EAST OF
 EG1801'THE SOUTHEAST CORNER OF HOUSE, AND 32
 EG1801'FEET SOUTHEAST OF A POWER LINE POLE.
 EG1801'
 EG1801'AZIMUTH MARK, A U S ENGINEER DEPARTMENT BENCH MARK, NOT STAMPED, IS A
 EG1801'CAP ON A 3-INCH PIPE WHICH
 EG1801'PROJECTS 12 INCHES.  IT IS 119 FEET NORTH OF THE
 EG1801'EAST ONE OF TWIN POWER LINE POLES,
 EG1801'14 FEET EAST OF THE EAST POWER
 EG1801'LINE, AND IN THE FENCE LINE.  A STANDARD WITNESS POST
 EG1801'WAS SET 1 FOOT
 EG1801'NORTHEAST OF MARK.
 EG1801'
 EG1801'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EG1801
 EG1801                          STATION RECOVERY (1974)
 EG1801
 EG1801'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 EG1801'THE STATION WAS VISITED 7-31-74 AND ALL THE MARKS WERE FOUND IN GOOD
 EG1801'CONDITION.  A GARAGE HAS BEEN BUILT NEAR THE STATION SO A TOWER
 EG1801'COULD NOT BE BUILT OVER IT.  THE AZIMUTH IS NOT VISIBLE FROM THE
 EG1801'STATION.  THE STATION IS LOCATED 2.75 MILES NE OF ENID NEAR
 EG1801'THE SE CORNER OF A TIN GARAGE ON THE WEST SIDE OF MR. LLOYD
 EG1801'TIPPERS HOUSE, 4.5 MILES SOUTH OF POPE, 7 MILES NORTH OF OAKLAND,
 EG1801'0.5 MILE SOUTH OF THE PANOLA COUNTY LINE, 0.75 MILE WEST OF THE
 EG1801'NORTH END OF ENID DAM ABOUT 225 FEET WEST OF U.S. HIGHWAY 51 NEAR THE
 EG1801'CENTER OF SECTION 3, T 26N, R 7W.  IT IS 49 FEET EAST OF THE
 EG1801'CENTER OF THE DRIVEWAY, 53.5 FEET WNW OF THE SW CORNER OF A FRAME
 EG1801'HOUSE, 9.5 FEET WEST OF THE SW CORNER OF A RED BRICK SIDING
 EG1801'GARAGE, 12 FEET EAST OF THE NE CORNER OF A NET WIRE FENCE, 25
 EG1801'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 EG1801'FRAME HOUSE AND 1 FOOT SOUTH OF THE SE CORNER OF A TIN GARAGE.
 EG1801'IT IS AN UNSTAMPED USE CAP ON A 3 INCH IRON PIPE PROJECTING 6
 EG1801'INCHES.
 EG1801'
 EG1801'REFERENCE MARK NO 1 IS 62.26 FEET WSW OF THE STATION.  IT IS 16 FEET
 EG1801'EAST OF THE CENTER OF THE DRIVEWAY, 5.5 FEET SOUTH OF THE PROJECTED
 EG1801'PLANE OF THE SOUTH WALL OF THE FRAME HOUSE, 40 FEET SE OF A 12 INCH
 EG1801'SYCAMORE, 46.5 FEET SOUTH OF A 7 INCH GUM ACTING AS THE NW CORNER
 EG1801'OF A NET WIRE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 EG1801'REFERENCE MARK DISK, STAMPED B.M. 4 (USE) NO 1 1956 PROJECTING
 EG1801'6 INCHES.
 EG1801'
 EG1801'REFERENCE MARK NO 2 (Q 16-9 USE) IS 174.76 FEET NE OF THE
 EG1801'STATION.  IT IS ABOUT 150 FEET WEST OF THE CENTER OF HIGHWAY 51, 31
 EG1801'FEET SE OF A POWER POLE WITH A TRANSFORMER, 18 FEET SE OF A MIMOSA,
 EG1801'20.5 FEET NE OF ANOTHER MIMOSA AND 1 FOOT EAST OF A METAL WITNESS
 EG1801'POST.
 EG1801'
 EG1801'THE AZIMUTH MARK IS 0.2 MILE NNE OF THE STATION.  IT IS 119 FEET
 EG1801'NORTH OF THE EAST ONE OF TWIN POWER POLES, 81.5 FEET WEST OF A ROW
 EG1801'MARKER FOR I-55, 27 FEET EAST OF THE CENTER OF A HIGH POWER LINE,
 EG1801'8.5 FEET NW OF A POWER POLE WITH A BLUE LIGHT ON IT, 6.5 FEET
 EG1801'WNW OF THE WEST ONE OF A GROUP OF CONCRETE FENCE POST AND 3 FEET
 EG1801'NORTH OF A FENCE.  IT IS AN UNSTAMPED USE CAP ON A 3 INCH IRON
 EG1801'PIPE PROJECTING 12 INCHES.
 EG1801'
 EG1801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 EG1801'STATE HIGHWAY 32 AT THE NORTH EDGE OF OAKLAND GO NORTH ON U.S.
 EG1801'HIGHWAY 51 FOR 6.4 MILES TO A SIDE ROAD RIGHT LEADING TO ENID DAM
 EG1801'AND A DRIVEWAY ON THE LEFT.  (TURN LEFT AND GO SW ON A GRAVELED
 EG1801'DRIVEWAY FOR ABOUT 150 YARDS TO THE STATION ON THE LEFT.) TO
 EG1801'REACH THE AZIMUTH TURN RIGHT AND GO EAST ON A BLACK TOP ROAD FOR
 EG1801'ABOUT 150 YARDS TO A HIGH POWER LINE CROSSING JUST BEFORE REACHING
 EG1801'I-55.  THENCE NORTH ALONG THE HIGH POWER LINE FOR ABOUT 100
 EG1801'YARDS TO A FENCE LINE AND THE MARK.
 EG1801'
 EG1801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 EG1801'NE OF ENID.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0854 ***********************************************************************
 DJ0854  DESIGNATION -  4 KED
 DJ0854  PID         -  DJ0854
 DJ0854  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0854  USGS QUAD   -  STARKVILLE (1982)
 DJ0854
 DJ0854                         *CURRENT SURVEY CONTROL
 DJ0854  ___________________________________________________________________
 DJ0854* NAD 83(1993)-  33 28 02.18434(N)    088 47 50.11578(W)     ADJUSTED  
 DJ0854* NAVD 88     -       103.780  (meters)     340.48   (feet)  ADJUSTED  
 DJ0854  ___________________________________________________________________
 DJ0854  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ0854  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0854  DYNAMIC HT  -         103.668 (meters)     340.12  (feet)  COMP
 DJ0854  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 DJ0854
 DJ0854  HORZ ORDER  -  SECOND
 DJ0854  VERT ORDER  -  SECOND    CLASS 0
 DJ0854
 DJ0854.The horizontal coordinates were established by classical geodetic methods
 DJ0854.and adjusted by the National Geodetic Survey in May 1994.
 DJ0854
 DJ0854.The orthometric height was determined by differential leveling
 DJ0854.and adjusted in June 1991.
 DJ0854
 DJ0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0854
 DJ0854.The geoid height was determined by GEOID03.
 DJ0854
 DJ0854.The dynamic height is computed by dividing the NAVD 88
 DJ0854.geopotential number by the normal gravity value computed on the
 DJ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0854.degrees latitude (g = 980.6199 gals.).
 DJ0854
 DJ0854.The modeled gravity was interpolated from observed gravity values.
 DJ0854
 DJ0854;                    North         East     Units Scale Factor Converg.
 DJ0854;SPC MS E     -   439,862.008   303,353.641   MT  0.99995014   +0 01 11.6
 DJ0854;SPC MS E     - 1,443,113.94    995,252.74   sFT  0.99995014   +0 01 11.6
 DJ0854;UTM  16      - 3,704,535.660   332,987.745   MT  0.99994389   -0 59 28.8
 DJ0854
 DJ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0854!SPC MS E     -   0.99998813  x   0.99995014  =   0.99993827
 DJ0854!UTM  16      -   0.99998813  x   0.99994389  =   0.99993202
 DJ0854
 DJ0854                          SUPERSEDED SURVEY CONTROL
 DJ0854
 DJ0854  NAD 83(1993)-  33 28 02.19453(N)    088 47 50.11453(W) AD(       ) 2
 DJ0854  NAD 83(1986)-  33 28 02.19512(N)    088 47 50.11468(W) AD(       ) 2
 DJ0854  NGVD 29 (??/??/92)  103.737  (m)          340.34   (f) ADJ UNCH    2 0
 DJ0854
 DJ0854.Superseded values are not recommended for survey control.
 DJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0854.See file dsdata.txt to determine how the superseded data were derived.
 DJ0854
 DJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3298804536(NAD 83)
 DJ0854_MARKER: DD = SURVEY DISK
 DJ0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0854_SP_SET: ABUTMENT
 DJ0854_STAMPING: 4 KED 1963
 DJ0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0854
 DJ0854  HISTORY     - Date     Condition        Report By
 DJ0854  HISTORY     - 1963     MONUMENTED       USGS
 DJ0854  HISTORY     - 1965     GOOD             MSHD
 DJ0854  HISTORY     - 1969     GOOD             NGS
 DJ0854  HISTORY     - 1984     GOOD             MSSU
 DJ0854  HISTORY     - 1987     GOOD             MSSU
 DJ0854  HISTORY     - 20081206 GOOD             MSSU
 DJ0854
 DJ0854                          STATION DESCRIPTION
 DJ0854
 DJ0854'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0854'1.25 MI E FROM STARKVILLE.
 DJ0854'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0854'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN RIGHT,
 DJ0854'EAST AND GO 1.1 MILES TO THE OVERPASS AND THE MARK ON THE LEFT.  THE
 DJ0854'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS SET IN THE
 DJ0854'NORTHEAST ABUTMENT OF A CONCRETE BRIDGE OVERPASS, OVER U. S. HIGHWAY
 DJ0854'82, THE EAST ONE OF TWO BRIDGES AND ABOUT LEVEL WITH THE HIGHWAY 12.
 DJ0854
 DJ0854                          STATION RECOVERY (1969)
 DJ0854
 DJ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DJ0854'RECOVERED IN GOOD CONDITION.
 DJ0854
 DJ0854                          STATION RECOVERY (1984)
 DJ0854
 DJ0854'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ0854'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ0854
 DJ0854                          STATION RECOVERY (1987)
 DJ0854
 DJ0854'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ0854'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ0854
 DJ0854                          STATION RECOVERY (2008)
 DJ0854
 DJ0854'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JSF)
 DJ0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0022 ***********************************************************************
 DK0022  DESIGNATION -  4 USGS
 DK0022  PID         -  DK0022
 DK0022  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0022  USGS QUAD   -  WEBB (1983)
 DK0022
 DK0022                         *CURRENT SURVEY CONTROL
 DK0022  ___________________________________________________________________
 DK0022* NAD 83(1986)-  33 52 55.     (N)    090 16 46.     (W)     SCALED    
 DK0022* NAVD 88     -        45.025  (meters)     147.72   (feet)  POSTED    
 DK0022  ___________________________________________________________________
 DK0022  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0022  DYNAMIC HT  -          44.980 (meters)     147.57  (feet)  COMP
 DK0022  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 DK0022
 DK0022  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DK0022
 DK0022.The horizontal coordinates were scaled from a topographic map and have
 DK0022.an estimated accuracy of +/- 6 seconds.
 DK0022
 DK0022.The orthometric height was determined by differential leveling
 DK0022.and adjusted by the  in 1992.
 DK0022.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DK0022.was located on a no-check spur therefore a value was not computed.
 DK0022.No vertical observational check was made to the station.
 DK0022
 DK0022.The geoid height was determined by GEOID03.
 DK0022
 DK0022.The dynamic height is computed by dividing the NAVD 88
 DK0022.geopotential number by the normal gravity value computed on the
 DK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0022.degrees latitude (g = 980.6199 gals.).
 DK0022
 DK0022.The modeled gravity was interpolated from observed gravity values.
 DK0022
 DK0022;                    North         East    Units  Estimated Accuracy
 DK0022;SPC MS W     -   485,850.      704,990.      MT  (+/- 180 meters Scaled)
 DK0022
 DK0022                          SUPERSEDED SURVEY CONTROL
 DK0022
 DK0022  NGVD 29 (??/??/??)   45.108  (m)          147.99   (f) ADJUSTED    1 2
 DK0022
 DK0022.Superseded values are not recommended for survey control.
 DK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0022.See file dsdata.txt to determine how the superseded data were derived.
 DK0022
 DK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT516523(NAD 83)
 DK0022_MARKER: DD = SURVEY DISK
 DK0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0022+STABILITY: SURFACE MOTION
 DK0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0022+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 DK0022
 DK0022  HISTORY     - Date     Condition        Report By
 DK0022  HISTORY     - UNK      MONUMENTED       USGS
 DK0022  HISTORY     - 1968     GOOD             MSHD
 DK0022  HISTORY     - 20060902 GOOD             USACE
 DK0022
 DK0022                          STATION DESCRIPTION
 DK0022
 DK0022'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0022'3.7 MI NE FROM GLENDORA.
 DK0022'THE MARK IS LOCATED 5.8 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0022'WEBB ON THE WEST OF CASSIDY BAYOU, 3.7 MILES NORTHEAST OF GLENDORA IN
 DK0022'THE NORTHEAST 1/4 OF SECTION 10, T 23 N, R 1W.  IT IS 10 FEET SOUTH OF
 DK0022'THE CENTER OF THE OLD ROAD, 40 FEET EAST OF THE CENTER OF A FIELD ROAD
 DK0022'ON THE EAST SIDE OF A BAR PIT, 73 FEET WEST OF THE WEST EDGE OF
 DK0022'CASSIDY BAYOU, 1 FOOT EAST OF A METAL WITNESS POST IS SET IN THE TOP
 DK0022'OF A SQUARE CONCRETE POST 12 INCHES AT THE TOP AND 18 INCHES AT THE
 DK0022'BASE ABOUT 7 FEET ABOVE THE WATER AND PROJECTS 20 INCHES.  THE LETTERS
 DK0022'AND NUMBERS USGS NO. 4 ARE CAST ON THE NORTH SIDE AND MISSISSIPPI 1908
 DK0022'ON THE SOUTH SIDE.  TO REACH FROM THE U.S. POST OFFICE IN WEBB GO
 DK0022'NORTHEAST ON MISSISSIPPI HIGHWAY 32 FOR 4.6 MILES TO A SIDE ROAD
 DK0022'RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON A WINDING ALL WEATHER
 DK0022'ROAD FOR 5.7 MILES TO A SIDE ROAD LEFT AND A LARGE CONCRETE BLOCK
 DK0022'BUILDING ON THE RIGHT.  TURN LEFT (EAST) AND CONTINUE ON AN ALL
 DK0022'WEATHER ROAD ON THE NORTH SIDE OF A BAR PIT FOR 0.1 MILE TO THE MARK
 DK0022'AS DESCRIBED.  NOTE-- THE BRIDGE MENTIONED IN THE ORIGINAL DESCRIPTION
 DK0022'HAS BEEN DESTROYED.
 DK0022
 DK0022                          STATION RECOVERY (2006)
 DK0022
 DK0022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (KEJ)
 DK0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8579 ***********************************************************************
 DJ8579  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8579  DESIGNATION -  40+00
 DJ8579  PID         -  DJ8579
 DJ8579  STATE/COUNTY-  MS/YALOBUSHA
 DJ8579  USGS QUAD   -  COURTLAND (1983)
 DJ8579
 DJ8579                         *CURRENT SURVEY CONTROL
 DJ8579  ___________________________________________________________________
 DJ8579* NAD 83(2007)-  34 09 03.57103(N)    089 54 20.86292(W)     ADJUSTED  
 DJ8579* NAVD 88     -        89.10   (meters)     292.3    (feet)  GPS OBS   
 DJ8579  ___________________________________________________________________
 DJ8579  EPOCH DATE  -        2002.00
 DJ8579  X           -       8,687.738 (meters)                     COMP
 DJ8579  Y           -  -5,283,919.109 (meters)                     COMP
 DJ8579  Z           -   3,560,354.624 (meters)                     COMP
 DJ8579  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DJ8579  ELLIP HEIGHT-          62.709 (meters)          (02/15/08) ADJUSTED
 DJ8579  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DJ8579  HORZ ORDER  -  B
 DJ8579  ELLP ORDER  -  FOURTH    CLASS II
 DJ8579
 DJ8579.The horizontal coordinates were established by GPS observations
 DJ8579.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8579
 DJ8579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8579.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8579.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8579.The epoch date for horizontal control is a decimal equivalence
 DJ8579.of Year/Month/Day.
 DJ8579
 DJ8579.The orthometric height was determined by GPS observations and a
 DJ8579.high-resolution geoid model.
 DJ8579.The orthometric height was determined by GPS observations and a
 DJ8579.high-resolution geoid model using precise GPS observation and
 DJ8579.processing techniques.
 DJ8579
 DJ8579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8579
 DJ8579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8579
 DJ8579.The ellipsoidal height was determined by GPS observations
 DJ8579.and is referenced to NAD 83.
 DJ8579
 DJ8579.The geoid height was determined by GEOID03.
 DJ8579
 DJ8579;                    North         East     Units Scale Factor Converg.
 DJ8579;SPC MS W     -   515,777.552   739,426.156   MT  0.99996915   +0 14 24.0
 DJ8579;SPC MS W     - 1,692,180.19  2,425,933.98   sFT  0.99996915   +0 14 24.0
 DJ8579;UTM  16      - 3,782,713.616   232,089.037   MT  1.00048487   -1 37 56.0
 DJ8579
 DJ8579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8579!SPC MS W     -   0.99999016  x   0.99996915  =   0.99995931
 DJ8579!UTM  16      -   0.99999016  x   1.00048487  =   1.00047502
 DJ8579
 DJ8579                          SUPERSEDED SURVEY CONTROL
 DJ8579
 DJ8579.No superseded survey control is available for this station.
 DJ8579
 DJ8579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3208982714(NAD 83)
 DJ8579_MARKER: DD = SURVEY DISK
 DJ8579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8579_STAMPING: 40 00
 DJ8579_MARK LOGO: USACE 
 DJ8579_PROJECTION: FLUSH
 DJ8579_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8579+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 DJ8579
 DJ8579  HISTORY     - Date     Condition        Report By
 DJ8579  HISTORY     - UNK      MONUMENTED       USACE
 DJ8579  HISTORY     - 20070123 GOOD             EMCINC
 DJ8579
 DJ8579                          STATION DESCRIPTION
 DJ8579
 DJ8579'DESCRIBED BY EMC INCORPORATED 2007 (MDG)
 DJ8579'FROM THE INTERSECTION OF INTERSTATE 55 AND ENID DAM ROAD PROCEED
 DJ8579'EASTERLY FOR 0.80 MI (1.3 KM) TO THE INTERSECTION OF ENID DAM ROAD AND
 DJ8579'COUNTY ROAD 36.  PROCEED SOUTHERLY ALONG COUNTY ROAD 36 FOR 0.61 MI
 DJ8579'(1.0 KM) TO THE MONUMENT LOCATED ON THE TOP OF THE DAM ON THE
 DJ8579'RIGHT.MONUMENT IS 15 FT (4.6 M) WEST OF THE CENTERLINE OF THE ROAD AND
 DJ8579'2 FT (0.6 M) WEST OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1228 ***********************************************************************
 DK1228  DESIGNATION -  4040
 DK1228  PID         -  DK1228
 DK1228  STATE/COUNTY-  MS/WASHINGTON
 DK1228  USGS QUAD   -  RED LEAF (1970)
 DK1228
 DK1228                         *CURRENT SURVEY CONTROL
 DK1228  ___________________________________________________________________
 DK1228* NAD 83(1986)-  33 17 50.     (N)    091 08 12.     (W)     SCALED    
 DK1228* NAVD 88     -        47.325  (meters)     155.27   (feet)  ADJUSTED  
 DK1228  ___________________________________________________________________
 DK1228  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1228  DYNAMIC HT  -          47.274 (meters)     155.10  (feet)  COMP
 DK1228  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DK1228
 DK1228  VERT ORDER  -  SECOND    CLASS 0
 DK1228
 DK1228.The horizontal coordinates were scaled from a topographic map and have
 DK1228.an estimated accuracy of +/- 6 seconds.
 DK1228
 DK1228.The orthometric height was determined by differential leveling
 DK1228.and adjusted in June 1991.
 DK1228
 DK1228.The geoid height was determined by GEOID03.
 DK1228
 DK1228.The dynamic height is computed by dividing the NAVD 88
 DK1228.geopotential number by the normal gravity value computed on the
 DK1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1228.degrees latitude (g = 980.6199 gals.).
 DK1228
 DK1228.The modeled gravity was interpolated from observed gravity values.
 DK1228
 DK1228;                    North         East    Units  Estimated Accuracy
 DK1228;SPC MS W     -   421,290.      625,180.      MT  (+/- 180 meters Scaled)
 DK1228
 DK1228                          SUPERSEDED SURVEY CONTROL
 DK1228
 DK1228  NGVD 29 (??/??/??)   47.383  (m)          155.46   (f) ADJUSTED    2 0
 DK1228
 DK1228.Superseded values are not recommended for survey control.
 DK1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1228.See file dsdata.txt to determine how the superseded data were derived.
 DK1228
 DK1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS734857(NAD 83)
 DK1228_MARKER: DD = SURVEY DISK
 DK1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1228_STAMPING: 4040 1936
 DK1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1228+STABILITY: SURFACE MOTION
 DK1228
 DK1228  HISTORY     - Date     Condition        Report By
 DK1228  HISTORY     - 1936     MONUMENTED       DOD
 DK1228  HISTORY     - 1967     GOOD             MSHD
 DK1228
 DK1228                          STATION DESCRIPTION
 DK1228
 DK1228'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1228'10.0 MI SW FROM GREENVILLE.
 DK1228'LOCATED 10.0 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM
 DK1228'THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 IN
 DK1228'GREENVILLE AND 0.45 MILE SOUTH SOUTHEAST OF THE U.S. HIGHWAY 82 RIVER
 DK1228'BRIDGE.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST
 DK1228'ON MAIN STREET FOR 1.1 MILES TO THE INTERSECTION OF U.S.HIGHWAY 82,
 DK1228'TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 8.65 MILES TO
 DK1228'THE MISSISSIPPI RIVER LEVEE JUST EAST OF THE RIVER BRIDGE, TURN LEFT
 DK1228'(SOUTH SOUTHEAST) AND CONTINUE ON THE LEVEE FOR 0.45 MILE TO A
 DK1228'PIPELINE CROSSING, AND THE MARK ON THE RIGHT AS DESCRIBED. THE MARK IS
 DK1228'A DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 247 FEET SOUTHEAST OF
 DK1228'THE CENTER OF THE JUNCTION OF A SPUR LEVEE AND THE MAIN LEVEE, 19 FEET
 DK1228'SOUTHWEST OF THE CENTER OF THE LEVEE, 1 FOOT SOUTHEAST OF A METAL
 DK1228'WITNESS POST, AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0515 ***********************************************************************
 CP0515  DESIGNATION -  418
 CP0515  PID         -  CP0515
 CP0515  STATE/COUNTY-  MS/RANKIN
 CP0515  USGS QUAD   -  STAR (1971)
 CP0515
 CP0515                         *CURRENT SURVEY CONTROL
 CP0515  ___________________________________________________________________
 CP0515* NAD 83(1986)-  32 05 32.     (N)    090 02 42.     (W)     SCALED    
 CP0515* NAVD 88     -       127.590  (meters)     418.60   (feet)  ADJUSTED  
 CP0515  ___________________________________________________________________
 CP0515  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0515  DYNAMIC HT  -         127.439 (meters)     418.11  (feet)  COMP
 CP0515  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 CP0515
 CP0515  VERT ORDER  -  SECOND    CLASS 0
 CP0515
 CP0515.The horizontal coordinates were scaled from a topographic map and have
 CP0515.an estimated accuracy of +/- 6 seconds.
 CP0515
 CP0515.The orthometric height was determined by differential leveling
 CP0515.and adjusted in May 1996.
 CP0515
 CP0515.The geoid height was determined by GEOID03.
 CP0515
 CP0515.The dynamic height is computed by dividing the NAVD 88
 CP0515.geopotential number by the normal gravity value computed on the
 CP0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0515.degrees latitude (g = 980.6199 gals.).
 CP0515
 CP0515.The modeled gravity was interpolated from observed gravity values.
 CP0515
 CP0515;                    North         East    Units  Estimated Accuracy
 CP0515;SPC MS W     -   287,410.      727,220.      MT  (+/- 180 meters Scaled)
 CP0515
 CP0515                          SUPERSEDED SURVEY CONTROL
 CP0515
 CP0515  NGVD 29 (??/??/92)  127.631  (m)          418.74   (f) ADJ UNCH    2 0
 CP0515
 CP0515.Superseded values are not recommended for survey control.
 CP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0515.See file dsdata.txt to determine how the superseded data were derived.
 CP0515
 CP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR788544(NAD 83)
 CP0515_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0515_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CP0515_STAMPING: 418 ADJ 1903
 CP0515_MARK LOGO: USGS  
 CP0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0515+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 CP0515
 CP0515  HISTORY     - Date     Condition        Report By
 CP0515  HISTORY     - 1903     MONUMENTED       USGS
 CP0515  HISTORY     - 1977     GOOD             MSHD
 CP0515  HISTORY     - 19910805 GOOD             MSHD
 CP0515
 CP0515                          STATION DESCRIPTION
 CP0515
 CP0515'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0515'IN STAR.
 CP0515'THE MARK IS LOCATED 0.15 MILE SOUTHEAST OF THE CROSSING OF THE I.C.G.
 CP0515'RAILROAD TRACK AND A BLACK TOP ROAD IN STAR, 0.45 MILE SOUTHWEST OF
 CP0515'U.S. HIGHWAY 49, 6.5 MILES SOUTHEAST OF FLORENCE IN THE NORTHEAST 1/4
 CP0515'OF SECTION 24, T 3N, R 2E.  IT IS 57 FEET NORTHEAST OF THE NORTHEAST
 CP0515'RAIL, 52 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 28 FEET
 CP0515'NORTHWEST OF THE PROJECTED CENTER OF ANOTHER BLACK TOP ROAD, 40.5 FEET
 CP0515'WEST-SOUTHWEST OF A POWER POLE WITH A GUY WIRE AND 1 FOOT SOUTHWEST OF
 CP0515'A METAL WITNESS POST.  IT IS A U.S.G.S. CAP RIVITED ON TOP OF A 3 1/2
 CP0515'INCH IRON PIPE ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS
 CP0515'7 INCHES.  NOTE-- TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 469
 CP0515'AND U.S. HIGHWAY 49 AT THE EAST EDGE OF FLORENCE GO SOUTHEAST ON U.S.
 CP0515'HIGHWAY 49 FOR 6.7 MILES TO A CROSSROAD (1 MILE BEYOND A RAILROAD
 CP0515'OVERPASS).  TURN RIGHT AND GO SOUTHWEST ON A BLACK TOP ROAD FOR 0.45
 CP0515'MILE TO A CROSSROAD ON THE NORTHEAST SIDE OF A RAILROAD TRACK. TURN
 CP0515'LEFT AND GO SOUTHEAST ON A BLACK TOP ROAD FOR 0.15 MILE TO A SIDE ROAD
 CP0515'LEFT AND THE MARK ON THE RIGHT.
 CP0515
 CP0515                          STATION RECOVERY (1991)
 CP0515
 CP0515'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0515'MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF FLORENCE, IN
 CP0515'BETWEEN THE I.C.G. RAILROAD TRACK AND A PAVED ROAD IN THE VILLAGE OF
 CP0515'STAR, 0.15 MI (0.24 KM) SOUTHEAST OF THE MAIN CROSSROAD IN STAR AND
 CP0515'IS IN SECTION 24, T 3 N, R 3 E .  TO REACH FROM THE INTERSECTION OF
 CP0515'U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE,
 CP0515'GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.5 MI (8.9 KM) TO THE RAILROAD
 CP0515'OVERPASS NEAR STAR, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 1 MI (1.6
 CP0515'KM) TO A CROSSROAD, TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD FOR
 CP0515'0.45 MI (0.72 KM) TO A CROSSFOAD ON THE NORTHEAST SIDE OF THE
 CP0515'RAILROAD TRACK, TURN LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.15
 CP0515'MI (0.24 KM) TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT.  MARK IS
 CP0515'A U.S.G.S. CAP RIVITED ON TOP OF A 3.5 INCH IRON PIPE ABOUT 3 FT
 CP0515'(0.9 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 7 INCHES, 57 FT
 CP0515'(17.4 M) NORTHEAST OF THE NORTHEAST RAIL, 52 FT (15.8 M) SOUTHWEST OF
 CP0515'THE CENTER OF A PAVED ROAD, 40.5 FT (12.3 M) WEST SOUTHWEST OF A
 CP0515'POWER POLE WITH A GUY WIRE, 28 FT (8.5 M) NORTHWEST OF THE PROJECTED
 CP0515'CENTER OF A PAVED ROAD AND 1 FT (0.3 M) SOUTHWEST OF A METAL WITNESS
 CP0515'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1244 ***********************************************************************
 EG1244  DESIGNATION -  42 RHP USGS
 EG1244  PID         -  EG1244
 EG1244  STATE/COUNTY-  MS/PONTOTOC
 EG1244  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1244
 EG1244                         *CURRENT SURVEY CONTROL
 EG1244  ___________________________________________________________________
 EG1244* NAD 83(1986)-  34 17 15.     (N)    088 58 25.     (W)     SCALED    
 EG1244* NAVD 88     -       160.600  (meters)     526.90   (feet)  ADJUSTED  
 EG1244  ___________________________________________________________________
 EG1244  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EG1244  DYNAMIC HT  -         160.441 (meters)     526.38  (feet)  COMP
 EG1244  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 EG1244
 EG1244  VERT ORDER  -  SECOND    CLASS 0
 EG1244
 EG1244.The horizontal coordinates were scaled from a topographic map and have
 EG1244.an estimated accuracy of +/- 6 seconds.
 EG1244
 EG1244.The orthometric height was determined by differential leveling
 EG1244.and adjusted in June 1991.
 EG1244
 EG1244.The geoid height was determined by GEOID03.
 EG1244
 EG1244.The dynamic height is computed by dividing the NAVD 88
 EG1244.geopotential number by the normal gravity value computed on the
 EG1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1244.degrees latitude (g = 980.6199 gals.).
 EG1244
 EG1244.The modeled gravity was interpolated from observed gravity values.
 EG1244
 EG1244;                    North         East    Units  Estimated Accuracy
 EG1244;SPC MS E     -   530,850.      287,090.      MT  (+/- 180 meters Scaled)
 EG1244
 EG1244                          SUPERSEDED SURVEY CONTROL
 EG1244
 EG1244  NGVD 29 (??/??/92)  160.545  (m)          526.72   (f) ADJ UNCH    2 0
 EG1244
 EG1244.Superseded values are not recommended for survey control.
 EG1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1244.See file dsdata.txt to determine how the superseded data were derived.
 EG1244
 EG1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC183957(NAD 83)
 EG1244_MARKER: DB = BENCH MARK DISK
 EG1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1244_SP_SET: CONCRETE POST
 EG1244_STAMPING: 42 RHP 1951 527
 EG1244_PROJECTION: PROJECTING 10 CENTIMETERS
 EG1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1244+STABILITY: SURFACE MOTION
 EG1244
 EG1244  HISTORY     - Date     Condition        Report By
 EG1244  HISTORY     - 1951     MONUMENTED       USGS
 EG1244  HISTORY     - 1977     GOOD             MSHD
 EG1244
 EG1244                          STATION DESCRIPTION
 EG1244
 EG1244'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1244'3.5 MI NE FROM PONTOTOC.
 EG1244'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1244'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1244'FOR 3 MILES TO A GRAVEL ROAD ON THE LEFT. TURN LEFT AND GO 0.1 MILE
 EG1244'TO THE TOP OF A HILL, A WHITE HOUSE ON THE RIGHT AND THE MARK ON THE
 EG1244'LEFT IN A YARD. THE MARK IS LOCATED IN SECTION 22, T 9S, R 3E. IT IS
 EG1244'77 FEET NOOTHWEST OF THE NOOTHWEST CORNER OF THE HOUSE, 49 FEET WEST
 EG1244'OF THE CENTER OF THE GRAVEL ROAD, 59 FEET NOOTHEAST OF THE CENTER OF A
 EG1244'EAST WEST ROAD, 1 FOOT WEST OF A METAL WITNESS SIGNPOST, A U.S.
 EG1244'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE
 EG1244'CONCRET POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0381 ***********************************************************************
 CP0381  DESIGNATION -  43 30
 CP0381  PID         -  CP0381
 CP0381  STATE/COUNTY-  MS/HINDS
 CP0381  USGS QUAD   -  CLINTON (1980)
 CP0381
 CP0381                         *CURRENT SURVEY CONTROL
 CP0381  ___________________________________________________________________
 CP0381* NAD 83(1993)-  32 18 15.93899(N)    090 18 21.87100(W)     ADJUSTED  
 CP0381* NAVD 88     -        97.46   (+/-2cm)     319.8    (feet)  VERTCON   
 CP0381  ___________________________________________________________________
 CP0381  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CP0381  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0381  HORZ ORDER  -  SECOND
 CP0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0381
 CP0381.The horizontal coordinates were established by classical geodetic methods
 CP0381.and adjusted by the National Geodetic Survey in May 1994.
 CP0381
 CP0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0381.The vertical order pertains to the NGVD 29 superseded value.
 CP0381
 CP0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0381
 CP0381.The geoid height was determined by GEOID03.
 CP0381
 CP0381;                    North         East     Units Scale Factor Converg.
 CP0381;SPC MS W     -   310,905.745   702,567.024   MT  0.99995008   +0 00 52.4
 CP0381;SPC MS W     - 1,020,029.93  2,305,005.31   sFT  0.99995008   +0 00 52.4
 CP0381;UTM  15      - 3,577,368.211   753,651.633   MT  1.00039349   +1 26 25.6
 CP0381
 CP0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0381!SPC MS W     -   0.99998885  x   0.99995008  =   0.99993893
 CP0381!UTM  15      -   0.99998885  x   1.00039349  =   1.00038233
 CP0381
 CP0381                          SUPERSEDED SURVEY CONTROL
 CP0381
 CP0381  NAD 83(1986)-  32 18 15.95315(N)    090 18 21.86683(W) AD(       ) 2
 CP0381  NAD 27      -  32 18 15.42600(N)    090 18 21.53800(W) AD(       ) 2
 CP0381  NGVD 29 (??/??/92)   97.476  (m)          319.80   (f) ADJ UNCH    2 0
 CP0381
 CP0381.Superseded values are not recommended for survey control.
 CP0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0381.See file dsdata.txt to determine how the superseded data were derived.
 CP0381
 CP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5365277368(NAD 83)
 CP0381_MARKER: B = BOLT
 CP0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0381+STABILITY: SURFACE MOTION
 CP0381
 CP0381  HISTORY     - Date     Condition        Report By
 CP0381  HISTORY     - 1948     MONUMENTED       USE
 CP0381  HISTORY     - 1957     GOOD             CGS
 CP0381  HISTORY     - 1961     GOOD             MSHD
 CP0381  HISTORY     - 1963     GOOD             CGS
 CP0381  HISTORY     - 1977     GOOD             MSHD
 CP0381  HISTORY     - 1978     GOOD             MSHD
 CP0381
 CP0381                          STATION DESCRIPTION
 CP0381
 CP0381'DESCRIBED BY US ENGINEERS 1948 (FXP)
 CP0381'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF
 CP0381'CLINTON AND ON THE GROUNDS OF THE U.S. WATERWAYS EXPERIMENT
 CP0381'STATION, 27.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 CP0381'BRICK GARAGE, AND 10.2 FEET WEST OF THE WEST EDGE OF THE
 CP0381'GARAGE.  THE CONCRETE MARKER PROJECTS 18 INCHES AND IT IS
 CP0381'ABOUT 6 INCHES IN DIAMETER AT THE TOP WITH HEAD OF IRON
 CP0381'BOLT THAT IS FLUSH WITH CONCRETE.  IN THE HEAD OF BOLT
 CP0381'WAS A SMALL INDENTATION WHICH WAS THE POINT MEASURED AND
 CP0381'OBSERVED.
 CP0381'
 CP0381'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CP0381'MODEL.  IT IS 15.168 METERS (49.76 FEET) NORTHEAST OF THE
 CP0381'STATION.
 CP0381'
 CP0381'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE MISSISSIPPI
 CP0381'STATE COLLEGE OF CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 3.3
 CP0381'MILES TO A CROSSROAD, TURN RIGHT AND FOLLOW MAIN GRAVEL
 CP0381'ROAD FOR 1.25 MILES TO A RAILROAD CROSSING AND A BLACK TOP
 CP0381'ROAD, TURN RIGHT AND GO WEST ON BLACK TOP FOR 0.85 MILE
 CP0381'TO THE ENTRANCE OF THE CLINTON SUB-OFFICE, TURN RIGHT AND GO
 CP0381'NORTH AND WEST FOR 0.4 MILE TO THE GARAGE BUILDING AND STATION
 CP0381'AS DESCRIBED.
 CP0381
 CP0381                          STATION RECOVERY (1957)
 CP0381
 CP0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0381'THE STATION WAS VISITED 2-20-57 AND FOUND IN GOOD CONDITION.
 CP0381'A NEW DESCRIPTION FOLLOWS--
 CP0381'
 CP0381'THE STATION IS LOCATED 3 MILES SOUTHEAST OF CLINTON ON THE
 CP0381'GROUNDS OF THE U.S. EXPERIMENT WATERWAYS STATION OF THE
 CP0381'U.S. ARMY ENGINEERS, 0.35 MILE NORTHWEST OF THE ADMINISTRATION
 CP0381'BUILDING, NEAR THE RED BRICK GARAGE AND LARGE WAREHOUSE.
 CP0381'IT IS 49.76 FEET EAST-NORTHEAST OF TRIANGULATION STATION
 CP0381'MODEL 1948, 10 FEET WEST OF THE WEST WALL OF THE RED BRICK
 CP0381'GARAGE, AND 27 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 CP0381'OF THE GARAGE.  IT IS A BOLT SET IN THE TOP OF A 6-INCH ROUND
 CP0381'CONCRETE POST PROJECTING 18 INCHES.  A SMALL HOLE IN THE
 CP0381'CENTER OF THE BOLT WAS MEASURED AND OBSERVED TO.
 CP0381'
 CP0381'TO REACH THE STATION FROM FROM THE OLD CAPITOL BUILDING IN
 CP0381'JACKSON, GO SOUTH ON S. STATE STREET FOR 1.35 MILE TO THE
 CP0381'JUNCTION WITH U.S. HIGHWAY 80, TURN RIGHT AND GO WEST ON U.S.
 CP0381'HIGHWAY 80 FOR 6.1 MILE TO A CROSSROAD, (WIGGINS ROAD),
 CP0381'TURN LEFT, AND GO 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH
 CP0381'FOR 1.15 MILE TO THE RAILROAD TRACKS, CROSS TRACKS AND TURN
 CP0381'RIGHT, PARALLELING THE TRACKS FOR 1.0 MILE TO THE ENTRANCE TO
 CP0381'THE U.S. WATERWAYS EXPERIMENT STATION, TURN RIGHT CROSSING
 CP0381'THE TRACKS AND GO NORTH FOR 0.3 MILE TO A CROSS STREET, TURN
 CP0381'LEFT, PASSING TO THE RIGHT OF THE ADMINSTRATION BUILDING
 CP0381'AND GO NORTHWEST FOR 0.4 MILE TO THE GARAGE AND THE MARK
 CP0381'ON THE RIGHT.
 CP0381
 CP0381                          STATION RECOVERY (1961)
 CP0381
 CP0381'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0381'THE STATION WAS VISITED 10-12-61 AND FOUND IN GOOD CONDITION.
 CP0381'THE 1948 DESCRIPTION BY F.X.P--IS ADEQUATE.
 CP0381
 CP0381                          STATION RECOVERY (1963)
 CP0381
 CP0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CP0381'THE STATION WAS VISITED SEPTEMBER 3, 1963 AND FOUND IN GOOD
 CP0381'CONDITION.
 CP0381'
 CP0381'THE 1957 RECOVERY BY R.A.G. IS CORRECT AND ADEQUATE.
 CP0381'
 CP0381'SECOND ORDER LEVELS WERE RUN ON THIS STATION AND TIED TO A
 CP0381'LINE ESTABLISHED BETWEEN VICKSBURG AND JACKSON.
 CP0381
 CP0381                          STATION RECOVERY (1977)
 CP0381
 CP0381'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP0381'THE STATION WAS VISITED 4-4-78 AND WAS FOUND IN GOOD CONDITION.  THE
 CP0381'MARK IS LOCATED 2.6 MILES SOUTHEAST OF CLINTON ON THE WEST SIDE OF
 CP0381'AN ABANDONED BRICK BUILDING WITH A CYCLONE FENCE AROUND IT IN THE
 CP0381'CENTRAL SECTION OF THE U.S.E. WATERWAYS EXPERIMENT STATION
 CP0381'(PRESENTLY THE PROPERTY OF MISSISSIPPI COLLEGE), 7 MILES WEST OF THE
 CP0381'CENTER OF DOWNTOWN JACKSON IN THE SOUTHWEST 1/4 OF SECTION 4, T
 CP0381'5N, R 1W.  IT IS 49.76 FEET OR 15.168 METERS NORTH-NORTHEAST BY
 CP0381'TRAVERSE CONNECTION OF TRIANGULATION STATION MODEL, 38.5 FEET NORTH
 CP0381'OF A 24 INCH OAK, 34 FEET EAST OF A CYCLONE FENCE, 27 FEET
 CP0381'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED BRICK
 CP0381'BUILDING AND 10 FEET WEST OF THE WEST WALL OF THE BUILDING.  IT IS
 CP0381'A BOLT WITH A SMALL INDENTION IN THE TOP OF A 6 INCH
 CP0381'ROUND CONCRETE POST AND PROJECTS 18 INCHES.  TO REACH FROM THE
 CP0381'SOUTH ENTRANCE TO MISSISSIPPI COLLEGE IN CLINTON GO EAST ON U.S.
 CP0381'HIGHWAY 80 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 CP0381'SPRINGRIDGE ROAD FOR 2 MILES TO A CROSSROAD JUST BEYOND A
 CP0381'RAILROAD TRACK.  TURN LEFT AND GO EAST ON MCRAVEN ROAD FOR 1.65
 CP0381'MILES TO THE ENTRANCE TO THE EXPERIMENT STATION ON THE LEFT
 CP0381'(NOTE-THERE IS A LOCKED GATE ACROSS THE ENTRANCE AND THE KEY CAN BE
 CP0381'OBTAINED AT THE MISSISSIPPI COLLEGE SECURITY OFFICE).  TURN LEFT AND
 CP0381'GO NORTH ON A PAVED ROAD FOR 0.3 MILE TO AN INTERSECTION AND THE
 CP0381'ABANDONED ADMINISTRATION BUILDING IN THE NORTHWEST ANGLE.  TURN
 CP0381'LEFT AND GO WEST ON A PAVED ROAD FOR 0.45 MILE TO THE ABANDONED
 CP0381'BRICK BUILDING AND THE MARK ON RIGHT.
 CP0381'
 CP0381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES SOUTHEAST
 CP0381'OF CLINTON.
 CP0381
 CP0381                          STATION RECOVERY (1978)
 CP0381
 CP0381'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0381'2.6 MI SE FROM CLINTON.
 CP0381'THE MARK IS LOCATED 2.6 MILES SOUTHEAST OF CLINTON ON THE WEST SIDE OF
 CP0381'AN ABANDONED BRICK BUILDING WITH A CYCLONE FENCE AROUND IT ON THE
 CP0381'CENTRAL SECTION OF THE U.S.E. WATERWAYS EXPERIMENT STATION (PRESENTLY
 CP0381'ON THE PROPERTY OF MISSISSIPPI COLLEGE) 7 MILES WEST OF THE CENTER OF
 CP0381'DOWNTOWN JACKSON IN THE SOUTHWEST 1/4 OF SECTION 4, T 5N, R 1W.  IT IS
 CP0381'49.76 FEET NORTH-NORTHEST OF TRIANGULATION STATION MODEL, 38.5 FEET
 CP0381'NORTH OF A 24 INCH OAK, 34 FEET EAST OF A CYCLONE FENCE, 27 FEET
 CP0381'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE ABANDONED BRICK
 CP0381'BUILDING AND 10 FEET WEST OF THE WEST WALL OF THE BUILDING.  IT IS A
 CP0381'BOLT SET IN THE TOP OF A 6 INCH ROUND CONCRETE POST AND PROJECTS 18
 CP0381'INCHES. NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE
 CP0381'IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A CROSSROAD.
 CP0381'TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2 MILES TO A CROSSROAD
 CP0381'JUST BEYOND A RAILROAD TRACK.  TURN LEFT AND GO EAST ON MCRAVEN ROAD
 CP0381'FOR 1.65 MILES TO THE ENTRANCE TO THE EXPERIMENT STATION ON THE LEFT.
 CP0381'(THERE IS A LOCKED GATE ACROSS THE ENTRANCE AND THE KEY CAN BE
 CP0381'OBTAINED AT THE MISSISSIPPI COLLEGE SECURITY OFFICE). TURN LEFT AND GO
 CP0381'NORTH ON A PAVED ROAD FOR 0.3 MILE TO AN INTERSECTION AND THE OLD
 CP0381'ADMINISTRATION BUILDING IN THE NORTHWEST ANGLE. TURN LEFT AND GO WEST
 CP0381'ON A PAVED ROAD FOR 0.45 MILE TO THE ABANDONED BRICK BUILDING AND THE
 CP0381'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0171 ***********************************************************************
 EH0171  DESIGNATION -  43/44
 EH0171  PID         -  EH0171
 EH0171  STATE/COUNTY-  MS/TUNICA
 EH0171  USGS QUAD   -  TUNICA (1981)
 EH0171
 EH0171                         *CURRENT SURVEY CONTROL
 EH0171  ___________________________________________________________________
 EH0171* NAD 83(1986)-  34 37 55.     (N)    090 27 25.     (W)     SCALED    
 EH0171* NAVD 88     -        57.062  (meters)     187.21   (feet)  ADJUSTED  
 EH0171  ___________________________________________________________________
 EH0171  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0171  DYNAMIC HT  -          57.007 (meters)     187.03  (feet)  COMP
 EH0171  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 EH0171
 EH0171  VERT ORDER  -  FIRST     CLASS II
 EH0171
 EH0171.The horizontal coordinates were scaled from a topographic map and have
 EH0171.an estimated accuracy of +/- 6 seconds.
 EH0171
 EH0171.The orthometric height was determined by differential leveling
 EH0171.and adjusted in June 1991.
 EH0171
 EH0171.The geoid height was determined by GEOID03.
 EH0171
 EH0171.The dynamic height is computed by dividing the NAVD 88
 EH0171.geopotential number by the normal gravity value computed on the
 EH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0171.degrees latitude (g = 980.6199 gals.).
 EH0171
 EH0171.The modeled gravity was interpolated from observed gravity values.
 EH0171
 EH0171;                    North         East    Units  Estimated Accuracy
 EH0171;SPC MS W     -   569,050.      688,670.      MT  (+/- 180 meters Scaled)
 EH0171
 EH0171                          SUPERSEDED SURVEY CONTROL
 EH0171
 EH0171  NGVD 29 (??/??/??)   57.097  (m)          187.33   (f) ADJUSTED    1 2
 EH0171
 EH0171.Superseded values are not recommended for survey control.
 EH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0171.See file dsdata.txt to determine how the superseded data were derived.
 EH0171
 EH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU331351(NAD 83)
 EH0171_MARKER: DD = SURVEY DISK
 EH0171_SETTING: 0 = UNSPECIFIED SETTING
 EH0171_STAMPING: BM 43/44 (USED)
 EH0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0171
 EH0171  HISTORY     - Date     Condition        Report By
 EH0171  HISTORY     - UNK      MONUMENTED       DOD
 EH0171  HISTORY     - 1966     GOOD             MSHD
 EH0171
 EH0171                          STATION DESCRIPTION
 EH0171
 EH0171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0171'8.7 MI SW FROM TUNICA.
 EH0171'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0171'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE TRACK FOR 0.1 MILE
 EH0171'TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.35
 EH0171'MILES TO A CROSSROADS, TURN RIGHT WEST AND CONTINUE ON A BLACKTOP ROAD
 EH0171'FOR 2.5 MILES TO A CROSSROADS, TURN LEFT (SOUTH AND SOUTHWEST) AND
 EH0171'CONTINUE ON A BLACKTOP ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT, TURN
 EH0171'RIGHT (NORTH) AND CONTINUE ON A NARROW ALL-WEATHER ROAD FOR 0.1 MILE
 EH0171'TO A GATE ON THE LEFT, TURN LEFT THROUGH THE GATE THEN RIGHT AND
 EH0171'FOLLOW (NORTHEAST) ALONG THE SIDE OF A SMALL LEVEE FOR 0.1 MILE TO THE
 EH0171'MARK ON THE RIGHT ON TOP OF THE LEVEE CENTERED BETWEEN TWO METAL POST.
 EH0171'IT IS 511.5 FEET EAST-SOUTHEAST OF THE TOP OF THE LEVEE, 497 FEET
 EH0171'EAST-SOUTHEAST OF MILEPOST 43/44, 86 FEET SOUTHEAST OF TELEPHONE POLE
 EH0171'NO. 179, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0172 ***********************************************************************
 EH0172  DESIGNATION -  43/44 REF
 EH0172  PID         -  EH0172
 EH0172  STATE/COUNTY-  MS/TUNICA
 EH0172  USGS QUAD   -  TUNICA (1981)
 EH0172
 EH0172                         *CURRENT SURVEY CONTROL
 EH0172  ___________________________________________________________________
 EH0172* NAD 83(1986)-  34 37 59.     (N)    090 27 23.     (W)     SCALED    
 EH0172* NAVD 88     -        56.648  (meters)     185.85   (feet)  ADJUSTED  
 EH0172  ___________________________________________________________________
 EH0172  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0172  DYNAMIC HT  -          56.594 (meters)     185.68  (feet)  COMP
 EH0172  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 EH0172
 EH0172  VERT ORDER  -  FIRST     CLASS II
 EH0172
 EH0172.The horizontal coordinates were scaled from a topographic map and have
 EH0172.an estimated accuracy of +/- 6 seconds.
 EH0172
 EH0172.The orthometric height was determined by differential leveling
 EH0172.and adjusted in June 1991.
 EH0172
 EH0172.The geoid height was determined by GEOID03.
 EH0172
 EH0172.The dynamic height is computed by dividing the NAVD 88
 EH0172.geopotential number by the normal gravity value computed on the
 EH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0172.degrees latitude (g = 980.6199 gals.).
 EH0172
 EH0172.The modeled gravity was interpolated from observed gravity values.
 EH0172
 EH0172;                    North         East    Units  Estimated Accuracy
 EH0172;SPC MS W     -   569,170.      688,720.      MT  (+/- 180 meters Scaled)
 EH0172
 EH0172                          SUPERSEDED SURVEY CONTROL
 EH0172
 EH0172  NGVD 29 (??/??/??)   56.684  (m)          185.97   (f) ADJUSTED    1 2
 EH0172
 EH0172.Superseded values are not recommended for survey control.
 EH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0172.See file dsdata.txt to determine how the superseded data were derived.
 EH0172
 EH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU331352(NAD 83)
 EH0172_MARKER: DD = SURVEY DISK
 EH0172_SETTING: 0 = UNSPECIFIED SETTING
 EH0172_STAMPING: REF 43/44 (USED)
 EH0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0172
 EH0172  HISTORY     - Date     Condition        Report By
 EH0172  HISTORY     - UNK      MONUMENTED       DOD
 EH0172  HISTORY     - 1966     GOOD             MSHD
 EH0172
 EH0172                          STATION DESCRIPTION
 EH0172
 EH0172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0172'8.6 MI SW FROM TUNICA.
 EH0172'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0172'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0172'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0172'FOR 3.35 MILES TO A CROSSROADS, TURN RIGHT (WEST) AND CONTINUE ON A
 EH0172'BLACKTOP ROAD FOR 2.5 MILES TO A CROSSROADS, TURN LEFT (SOUTH AND
 EH0172'SOUTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 2.5 MILES TO A SIDE
 EH0172'ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON A NARROW ALL-WEATHER
 EH0172'ROAD FOR 0.12 MILES TO WHERE THE ROAD CURVES RIGHT TOWARD A HOUSE AND
 EH0172'THE MARK ON THE LEFT CENTERED BETWEEN TWO WHITE METAL POST. IT IS
 EH0172'APPROXIMATELY 160 YARDS EAST-SOUTHEAST OF THE TOP OF THE LEVEE, 39
 EH0172'FEET NORTH OF THE CENTER OF THE GRAVEL DRIVEWAY, 29.5 FEET SOUTHEAST
 EH0172'OF A FENCE, AND 29 FEET NORTH OF THE NORTH END OF A 24 INCH CONCRETE
 EH0172'PIPE UNDER THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2329 ***********************************************************************
 BW2329  DESIGNATION -  44
 BW2329  PID         -  BW2329
 BW2329  STATE/COUNTY-  MS/AMITE
 BW2329  USGS QUAD   -  HOMOCHITTO (1988)
 BW2329
 BW2329                         *CURRENT SURVEY CONTROL
 BW2329  ___________________________________________________________________
 BW2329* NAD 83(1993)-  31 16 15.27443(N)    090 59 34.26402(W)     ADJUSTED  
 BW2329* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BW2329  ___________________________________________________________________
 BW2329  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BW2329  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BW2329  HORZ ORDER  -  SECOND
 BW2329
 BW2329.The horizontal coordinates were established by classical geodetic methods
 BW2329.and adjusted by the National Geodetic Survey in May 1994.
 BW2329
 BW2329.The orthometric height was scaled from a topographic map.
 BW2329
 BW2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2329
 BW2329.The geoid height was determined by GEOID03.
 BW2329
 BW2329;                    North         East     Units Scale Factor Converg.
 BW2329;SPC MS W     -   196,499.100   637,194.506   MT  0.99999864   -0 20 32.5
 BW2329;SPC MS W     -   644,680.80  2,090,528.98   sFT  0.99999864   -0 20 32.5
 BW2329;UTM  15      - 3,461,363.996   691,088.915   MT  1.00005041   +1 02 31.9
 BW2329
 BW2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2329!SPC MS W     -   0.99998455  x   0.99999864  =   0.99998319
 BW2329!UTM  15      -   0.99998455  x   1.00005041  =   1.00003496
 BW2329
 BW2329                          SUPERSEDED SURVEY CONTROL
 BW2329
 BW2329  NAD 83(1986)-  31 16 15.29031(N)    090 59 34.25933(W) AD(       ) 2
 BW2329  NAD 27      -  31 16 14.67000(N)    090 59 33.88900(W) AD(       ) 2
 BW2329
 BW2329.Superseded values are not recommended for survey control.
 BW2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2329.See file dsdata.txt to determine how the superseded data were derived.
 BW2329
 BW2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9108961364(NAD 83)
 BW2329_MARKER: DD = SURVEY DISK
 BW2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2329_STAMPING: 44 1934
 BW2329_MARK LOGO: USFS  
 BW2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2329+STABILITY: SURFACE MOTION
 BW2329
 BW2329  HISTORY     - Date     Condition        Report By
 BW2329  HISTORY     - 1949     MONUMENTED       USFS
 BW2329  HISTORY     - 1955     GOOD             CGS
 BW2329  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BW2329
 BW2329                          STATION DESCRIPTION
 BW2329
 BW2329'DESCRIBED BY US FOREST SERVICE 1949 (MJT)
 BW2329'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF CROSBY,
 BW2329'AT THE SITE OF THE STEPHENSON LOOKOUT TOWER, ON THE ROAD
 BW2329'RIGHT-OF-WAY, 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 BW2329'A GRAVELED ROAD, AND 4 FEET SOUTH OF A FENCE CORNER.
 BW2329'
 BW2329'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CROSBY, GO
 BW2329'EASTERLY ON THE GLOSTER ROAD FOR 1.95 MILES TO A FORK.  THEN
 BW2329'LEFT ROAD (GRAVELED) FOR 3.2 MILES TO A SIDE ROAD ON THE LEFT.
 BW2329'THEN LEFT, NORTHERLY, FOR 1.4 MILES TO THE STATION ON THE LEFT
 BW2329'AS DESCRIBED.
 BW2329'
 BW2329'THE STATION IS A U.S. DEPT. OF AGRICULTURE FOREST SERVICE MARK
 BW2329'THAT CONSISTS OF A 1.3 FOOT BY 1.1 FOOT CONCRETE POST PROJECTING
 BW2329'5 INCHES THAT HAS IN ITS CENTER A CIRCULAR CONCRETE POST 3 INCHES
 BW2329'IN DIAMETER AND 2 INCHES IN HEIGHT IN WHICH THE DISK HAS BEEN
 BW2329'EMBEDDED.  THE DISK IS STAMPED 44 1934.  A SECOND ORDER TRAVERSE
 BW2329'WAS MADE TO THE MARK FROM TRIANGULATION STATION STEPHENSON
 BW2329'AND THE DISTANCE WAS FOUND TO BE 19.484 METERS (63.92 FEET).
 BW2329
 BW2329                          STATION RECOVERY (1955)
 BW2329
 BW2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2329'THE STATION WAS VISITED 6-10-55 AND FOUND IN GOOD CONDITION.
 BW2329'THE DESCRIPTION IS ADEQUATE.
 BW2329
 BW2329                          STATION RECOVERY (1969)
 BW2329
 BW2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2329'THE STATION WAS VISITED 11/6/69 AND THE MARK WAS FOUND DISPLACED.
 BW2329'IT WAS RESET IN ITS ORIGINAL HORIZONTAL POSITION USING THE 1949
 BW2329'DISTANCE FROM TRIANGULATION STATION STEPHENSON 1949 AND THE
 BW2329'ANGLE FROM STEPHENSON REFERENCE MARK NO. 1.  THE STEPHENSON
 BW2329'LOOKOUT TOWER HAS BEEN REMOVED, HOWEVER THE CONCRETE LEG BASES
 BW2329'STILL REMAIN IN PLACE.  A NEW DESCRIPTION FOLLOWS--
 BW2329'
 BW2329'THE STATION IS LOCATED 4.3 MILES EAST-SOUTHEAST OF CROSBY, 5.3
 BW2329'MILES NORTHEAST OF GLOSTER, IN THE NORTHEAST 1/4 OF SECTION 37
 BW2329'T4N, R2E, NEAR THE SITE OF THE OLD STEPHENSON LOOKOUT TOWER ON
 BW2329'PROPERTY OF THE HOMOCHITTO NATIONAL FOREST.  IT IS 38 FEET
 BW2329'NORTHEAST OF THE NORTHEAST CONCRETE LEG BASE OF THE OLD TOWER,
 BW2329'28 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF WOODS
 BW2329'ROAD LEADING WEST AND THE GRAVELED ROAD, 26 FEET SOUTH OF A 14
 BW2329'INCH OAK TREE, 19 FEET WEST OF THE CENTER OF THE GRAVELED
 BW2329'ROAD, 15 FEET SOUTH OF THE CENTER OF WOODS ROAD, 11.4 FEET
 BW2329'NORTH-NORTHEAST OF THE NORTH ONE OF THREE CEDAR TREES
 BW2329'AND AND 63.92 FEET (19.480 METERS) NORTHWEST OF
 BW2329'TRIANGULATION STATION STEPHENSON 1949.  IT IS A USFS DISK,
 BW2329'STAMPED 44 1934, CEMENTED TO THE TOP OF A 2 INCH CONCRETE
 BW2329'POST THAT PROJECTS 2 INCHES OUT OF THE CENTER OF A 1.3 BY
 BW2329'1.1 FOOT CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 BW2329'GROUND.
 BW2329'
 BW2329'TO REACH THE STATION FROM THE POST OFFICE IN GLOSTER, GO EAST
 BW2329'ON MAIN STREET FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 BW2329'GO 250 FEET TO STATE HIGHWAY 24.  TURN LEFT AND GO NORTHEAST
 BW2329'ON S.H. 24 FOR 0.35 MILE TO THE JUNCTION WITH S.H. 33.  TURN LEFT
 BW2329'AND GO NORTH ON S.H. 33 FOR 2.5 MILES TO A CROSS ROAD.  TURN
 BW2329'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.6 MILE TO A FORK, TAKE
 BW2329'THE RIGHT FORK AND GO NORTH AND NORTHEAST ON USFS ROAD NO. 106
 BW2329'FOR 1.4 MILES TO THE STATION ON THE LEFT JUST NORTH OF A LARGE
 BW2329'CLEARING THAT WAS THE FORMER SITE OF THE STEPHENSON LOOKOUT
 BW2329'TOWER ALSO ON THE LEFT.
 BW2329'
 BW2329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.3 MI.
 BW2329'EAST-SOUTHEAST OF CROSBY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1012 ***********************************************************************
 CP1012  DESIGNATION -  44 DWB
 CP1012  PID         -  CP1012
 CP1012  STATE/COUNTY-  MS/ISSAQUENA
 CP1012  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1012
 CP1012                         *CURRENT SURVEY CONTROL
 CP1012  ___________________________________________________________________
 CP1012* NAD 83(1986)-  32 59 42.     (N)    090 57 38.     (W)     SCALED    
 CP1012* NAVD 88     -        33.039  (meters)     108.40   (feet)  ADJUSTED  
 CP1012  ___________________________________________________________________
 CP1012  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1012  DYNAMIC HT  -          33.003 (meters)     108.28  (feet)  COMP
 CP1012  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 CP1012
 CP1012  VERT ORDER  -  FIRST     CLASS I
 CP1012
 CP1012.The horizontal coordinates were scaled from a topographic map and have
 CP1012.an estimated accuracy of +/- 6 seconds.
 CP1012
 CP1012.The orthometric height was determined by differential leveling
 CP1012.and adjusted in June 1991.
 CP1012
 CP1012.The geoid height was determined by GEOID03.
 CP1012
 CP1012.The dynamic height is computed by dividing the NAVD 88
 CP1012.geopotential number by the normal gravity value computed on the
 CP1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1012.degrees latitude (g = 980.6199 gals.).
 CP1012
 CP1012.The modeled gravity was interpolated from observed gravity values.
 CP1012
 CP1012;                    North         East    Units  Estimated Accuracy
 CP1012;SPC MS W     -   387,660.      641,380.      MT  (+/- 180 meters Scaled)
 CP1012
 CP1012                          SUPERSEDED SURVEY CONTROL
 CP1012
 CP1012  NGVD 29 (??/??/92)   33.081  (m)          108.53   (f) ADJ UNCH    1 1
 CP1012
 CP1012.Superseded values are not recommended for survey control.
 CP1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1012.See file dsdata.txt to determine how the superseded data were derived.
 CP1012
 CP1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS905525(NAD 83)
 CP1012_MARKER: DD = SURVEY DISK
 CP1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1012_SP_SET: CONCRETE POST
 CP1012_STAMPING: 44 DWB 1966 109
 CP1012_MARK LOGO: USGS  
 CP1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1012+STABILITY: SURFACE MOTION
 CP1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1012+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 CP1012
 CP1012  HISTORY     - Date     Condition        Report By
 CP1012  HISTORY     - 1966     MONUMENTED       USGS
 CP1012  HISTORY     - 1974     GOOD             NGS
 CP1012  HISTORY     - 19920129 GOOD             NGS
 CP1012
 CP1012                          STATION DESCRIPTION
 CP1012
 CP1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1012'IN GRACE.
 CP1012'AT GRACE, 8.5 FEET NORTH-NORTHEAST OF THE WEST CORNER OF THE POST
 CP1012'OFFICE AND STORE, 24 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT
 CP1012'ROAD, 3 FEET NORTHWEST OF THE FACE OF THE BUILDING, 6.4 FEET NORTHEAST
 CP1012'OF A LIGHT POLE, 1 FOOT BELOW LEVEL OF THE ROAD AND SET IN THE TOP OF
 CP1012'A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 6, T 13N, R 7W.
 CP1012
 CP1012                          STATION RECOVERY (1992)
 CP1012
 CP1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1012'8.8 KM (5.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 CP1012'U.S. HIGHWAY 61 IN ROLLING FORK, THENCE 9.1 KM (5.65 MI) NORTHERLY
 CP1012'ALONG STATE HIGHWAY 1, THENCE 0.7 KM (0.45 MI) NORTHEASTERLY ALONG A
 CP1012'PAVED ROAD LEADING TO GRACE, 35.1 M (115.2 FT) NORTHEAST OF THE
 CP1012'CENTERLINE OF STATE HIGHWAY 16, 7.4 M (24.3 FT) SOUTHEAST OF AND
 CP1012'LEVEL WITH THE CENTER OF THE ROAD, 2.5 M (8.2 FT) NORTHEAST OF THE
 CP1012'NORTHWEST CORNER OF THE BOURNES CASH STORE, 2.0 M (6.6 FT) NORTHEAST
 CP1012'OF A UTILITY LIGHT POLE, 1.0 M (3.3 FT) NORTHWEST OF THE NORTHWEST
 CP1012'FACE OF THE STORE, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT)
 CP1012'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0173 ***********************************************************************
 EH0173  DESIGNATION -  44/45
 EH0173  PID         -  EH0173
 EH0173  STATE/COUNTY-  MS/TUNICA
 EH0173  USGS QUAD   -  TUNICA (1981)
 EH0173
 EH0173                         *CURRENT SURVEY CONTROL
 EH0173  ___________________________________________________________________
 EH0173* NAD 83(1986)-  34 37 32.     (N)    090 28 08.     (W)     SCALED    
 EH0173* NAVD 88     -        58.447  (meters)     191.75   (feet)  ADJUSTED  
 EH0173  ___________________________________________________________________
 EH0173  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH0173  DYNAMIC HT  -          58.391 (meters)     191.57  (feet)  COMP
 EH0173  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EH0173
 EH0173  VERT ORDER  -  SECOND    CLASS 0
 EH0173
 EH0173.The horizontal coordinates were scaled from a topographic map and have
 EH0173.an estimated accuracy of +/- 6 seconds.
 EH0173
 EH0173.The orthometric height was determined by differential leveling
 EH0173.and adjusted in June 1991.
 EH0173
 EH0173.The geoid height was determined by GEOID03.
 EH0173
 EH0173.The dynamic height is computed by dividing the NAVD 88
 EH0173.geopotential number by the normal gravity value computed on the
 EH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0173.degrees latitude (g = 980.6199 gals.).
 EH0173
 EH0173.The modeled gravity was interpolated from observed gravity values.
 EH0173
 EH0173;                    North         East    Units  Estimated Accuracy
 EH0173;SPC MS W     -   568,340.      687,570.      MT  (+/- 180 meters Scaled)
 EH0173
 EH0173                          SUPERSEDED SURVEY CONTROL
 EH0173
 EH0173  NGVD 29 (??/??/??)   58.574  (m)          192.17   (f) ADJUSTED    2 0
 EH0173
 EH0173.Superseded values are not recommended for survey control.
 EH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0173.See file dsdata.txt to determine how the superseded data were derived.
 EH0173
 EH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU320344(NAD 83)
 EH0173_MARKER: P = PIPE CAP
 EH0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0173
 EH0173  HISTORY     - Date     Condition        Report By
 EH0173  HISTORY     - UNK      MONUMENTED       DOD
 EH0173  HISTORY     - 1932     GOOD             CGS
 EH0173  HISTORY     - 1966     MARK NOT FOUND   CGS
 EH0173
 EH0173                          STATION DESCRIPTION
 EH0173
 EH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH0173'1.75 MI SW FROM AUSTIN.
 EH0173'LOCATED BETWEEN TWO WOODEN POSTS ABOUT 150 FEET BACK OF MISSISSIPPI
 EH0173'RIVER LEVEE AT MILE POST 44/45.  NOTE-- THE LEVEE HAS BEEN REBUILT.
 EH0173
 EH0173                          STATION RECOVERY (1966)
 EH0173
 EH0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EH0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0175 ***********************************************************************
 EH0175  DESIGNATION -  44/45 REF
 EH0175  PID         -  EH0175
 EH0175  STATE/COUNTY-  MS/TUNICA
 EH0175  USGS QUAD   -  DUNDEE (1982)
 EH0175
 EH0175                         *CURRENT SURVEY CONTROL
 EH0175  ___________________________________________________________________
 EH0175* NAD 83(1986)-  34 37 25.     (N)    090 28 07.     (W)     SCALED    
 EH0175* NAVD 88     -        56.227  (meters)     184.47   (feet)  ADJUSTED  
 EH0175  ___________________________________________________________________
 EH0175  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0175  DYNAMIC HT  -          56.173 (meters)     184.29  (feet)  COMP
 EH0175  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 EH0175
 EH0175  VERT ORDER  -  FIRST     CLASS II
 EH0175
 EH0175.The horizontal coordinates were scaled from a topographic map and have
 EH0175.an estimated accuracy of +/- 6 seconds.
 EH0175
 EH0175.The orthometric height was determined by differential leveling
 EH0175.and adjusted in June 1991.
 EH0175
 EH0175.The geoid height was determined by GEOID03.
 EH0175
 EH0175.The dynamic height is computed by dividing the NAVD 88
 EH0175.geopotential number by the normal gravity value computed on the
 EH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0175.degrees latitude (g = 980.6199 gals.).
 EH0175
 EH0175.The modeled gravity was interpolated from observed gravity values.
 EH0175
 EH0175;                    North         East    Units  Estimated Accuracy
 EH0175;SPC MS W     -   568,130.      687,600.      MT  (+/- 180 meters Scaled)
 EH0175
 EH0175                          SUPERSEDED SURVEY CONTROL
 EH0175
 EH0175  NGVD 29 (??/??/??)   56.264  (m)          184.59   (f) ADJUSTED    1 2
 EH0175
 EH0175.Superseded values are not recommended for survey control.
 EH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0175.See file dsdata.txt to determine how the superseded data were derived.
 EH0175
 EH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU320342(NAD 83)
 EH0175_MARKER: DD = SURVEY DISK
 EH0175_SETTING: 0 = UNSPECIFIED SETTING
 EH0175_STAMPING: REF 44/45 (USE)
 EH0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0175
 EH0175  HISTORY     - Date     Condition        Report By
 EH0175  HISTORY     - UNK      MONUMENTED       DOD
 EH0175  HISTORY     - 1966     GOOD             MSHD
 EH0175
 EH0175                          STATION DESCRIPTION
 EH0175
 EH0175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0175'9.6 MI SW FROM TUNICA.
 EH0175'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0175'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0175'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0175'FOR 3.35 MILES TO A CROSSROADS, TURN RIGHT (WEST) AND CONTINUE ON A
 EH0175'BLACKTOP ROAD FOR 2.5 MILES TO A CROSSROADS, TURN LEFT (SOUTH AND
 EH0175'SOUTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 2.75 MILES TO THE END
 EH0175'OF THE BLACKTOP AND A SIDE ROAD LEFT AND A LEVEE ENTRANCE RAMP ON THE
 EH0175'RIGHT, TURN LEFT (SOUTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 0.1
 EH0175'MILE TO A FIELD ROAD RIGHT, TURN RIGHT (WEST AND SOUTH) AND CONTINUE
 EH0175'ON THE FIELD ROAD FOR 0.6 MILE TO A FENCE CORNER AND THE MARK ON THE
 EH0175'RIGHT CENTERED BETWEEN TWO WHITE METAL POST.  IT IS 341 FEET EAST OF
 EH0175'THE CENTER LEVEE, 56.7 FEET WEST OF POWER POLE NO. 10, 43 FEET WEST OF
 EH0175'THE CENTER OF A FIELD ROAD, 33 FEET WEST OF A FENCE, 4.5 FEET
 EH0175'NORTHEAST OF A FENCE CORNER, AND 2.4 FEET NORTH OF A METAL WITNESS
 EH0175'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1229 ***********************************************************************
 DK1229  DESIGNATION -  4430
 DK1229  PID         -  DK1229
 DK1229  STATE/COUNTY-  MS/WASHINGTON
 DK1229  USGS QUAD   -  RED LEAF (1970)
 DK1229
 DK1229                         *CURRENT SURVEY CONTROL
 DK1229  ___________________________________________________________________
 DK1229* NAD 83(1986)-  33 17 57.     (N)    091 08 16.     (W)     SCALED    
 DK1229* NAVD 88     -        46.229  (meters)     151.67   (feet)  ADJUSTED  
 DK1229  ___________________________________________________________________
 DK1229  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1229  DYNAMIC HT  -          46.180 (meters)     151.51  (feet)  COMP
 DK1229  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DK1229
 DK1229  VERT ORDER  -  SECOND    CLASS 0
 DK1229
 DK1229.The horizontal coordinates were scaled from a topographic map and have
 DK1229.an estimated accuracy of +/- 6 seconds.
 DK1229
 DK1229.The orthometric height was determined by differential leveling
 DK1229.and adjusted in June 1991.
 DK1229
 DK1229.The geoid height was determined by GEOID03.
 DK1229
 DK1229.The dynamic height is computed by dividing the NAVD 88
 DK1229.geopotential number by the normal gravity value computed on the
 DK1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1229.degrees latitude (g = 980.6199 gals.).
 DK1229
 DK1229.The modeled gravity was interpolated from observed gravity values.
 DK1229
 DK1229;                    North         East    Units  Estimated Accuracy
 DK1229;SPC MS W     -   421,510.      625,080.      MT  (+/- 180 meters Scaled)
 DK1229
 DK1229                          SUPERSEDED SURVEY CONTROL
 DK1229
 DK1229  NGVD 29 (??/??/??)   46.288  (m)          151.86   (f) ADJUSTED    2 0
 DK1229
 DK1229.Superseded values are not recommended for survey control.
 DK1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1229.See file dsdata.txt to determine how the superseded data were derived.
 DK1229
 DK1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS733860(NAD 83)
 DK1229_MARKER: DD = SURVEY DISK
 DK1229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1229_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1229_STAMPING: 4430 (1936)
 DK1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1229
 DK1229  HISTORY     - Date     Condition        Report By
 DK1229  HISTORY     - 1936     MONUMENTED       DOD
 DK1229  HISTORY     - 1967     GOOD             MSHD
 DK1229
 DK1229                          STATION DESCRIPTION
 DK1229
 DK1229'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1229'9.8 MI SW FROM GREENVILLE.
 DK1229'LOCATED 9.8 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM THE
 DK1229'INTERSECTION OF U.S.HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 IN GREENVILLE
 DK1229'AND 0.25 MILE SOUTH SOUTHEAST OF THE U.S. HIGHWAY 82 MISSISSIPPI RIVER
 DK1229'BRIDGE.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST
 DK1229'ON MAIN STREET FOR 1.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82,
 DK1229'TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 8.65 MILES TO
 DK1229'THE MISSISSIPPI RIVER LEVEE, EAST OF THE RIVER BRIDGE, TURN LEFT SOUTH
 DK1229'SOUTHEAST AND CONTINUE ON THE LEVEE FOR 0.25 MILE TO THE MARK ON THE
 DK1229'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 2 INCH IRON PIPE, 17
 DK1229'FEET SOUTHWEST OF THE CENTER OF THE LEVEE, 1.3 FEET SOUTHEAST OF A
 DK1229'METAL WITNESS POST, AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1227 ***********************************************************************
 DK1227  DESIGNATION -  4450
 DK1227  PID         -  DK1227
 DK1227  STATE/COUNTY-  MS/WASHINGTON
 DK1227  USGS QUAD   -  RED LEAF (1970)
 DK1227
 DK1227                         *CURRENT SURVEY CONTROL
 DK1227  ___________________________________________________________________
 DK1227* NAD 83(1986)-  33 17 40.     (N)    091 08 08.     (W)     SCALED    
 DK1227* NAVD 88     -        45.718  (meters)     149.99   (feet)  ADJUSTED  
 DK1227  ___________________________________________________________________
 DK1227  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1227  DYNAMIC HT  -          45.670 (meters)     149.84  (feet)  COMP
 DK1227  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DK1227
 DK1227  VERT ORDER  -  SECOND    CLASS 0
 DK1227
 DK1227.The horizontal coordinates were scaled from a topographic map and have
 DK1227.an estimated accuracy of +/- 6 seconds.
 DK1227
 DK1227.The orthometric height was determined by differential leveling
 DK1227.and adjusted in June 1991.
 DK1227
 DK1227.The geoid height was determined by GEOID03.
 DK1227
 DK1227.The dynamic height is computed by dividing the NAVD 88
 DK1227.geopotential number by the normal gravity value computed on the
 DK1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1227.degrees latitude (g = 980.6199 gals.).
 DK1227
 DK1227.The modeled gravity was interpolated from observed gravity values.
 DK1227
 DK1227;                    North         East    Units  Estimated Accuracy
 DK1227;SPC MS W     -   420,980.      625,280.      MT  (+/- 180 meters Scaled)
 DK1227
 DK1227                          SUPERSEDED SURVEY CONTROL
 DK1227
 DK1227  NGVD 29 (??/??/??)   45.777  (m)          150.19   (f) ADJUSTED    2 0
 DK1227
 DK1227.Superseded values are not recommended for survey control.
 DK1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1227.See file dsdata.txt to determine how the superseded data were derived.
 DK1227
 DK1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS736854(NAD 83)
 DK1227_MARKER: DD = SURVEY DISK
 DK1227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1227_STAMPING: 4450 (1936)
 DK1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1227
 DK1227  HISTORY     - Date     Condition        Report By
 DK1227  HISTORY     - 1936     MONUMENTED       DOD
 DK1227  HISTORY     - 1967     GOOD             MSHD
 DK1227
 DK1227                          STATION DESCRIPTION
 DK1227
 DK1227'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1227'10.15 MI SW FROM GREENVILLE.
 DK1227'LOCATED 10.15 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM
 DK1227'THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 AND 0.6
 DK1227'MILE SOUTH SOUTHWEST OF THE U.S. HIGHWAY 82 RIVER BRIDGE.  TO REACH
 DK1227'FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET
 DK1227'FOR 1.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT
 DK1227'(WEST) AND CONTINUE ON HIGHWAY 82 FOR 8.65 MILES TO THE MISSISSIPPI
 DK1227'RIVER LEVEE JUST EAST OF THE RIVER BRIDGE, TURN LEFT SOUTH SOUTHEAST
 DK1227'AND CONTINUE ON THE LEVEE FOR 0.6 MILE TO THE MARK ON THE RIGHT AS
 DK1227'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 2 INCH IRON PIPE,
 DK1227'238 FEET WEST OF THE CENTER OF THE CROSSING OF A TRACK ROAD, 25 FEET
 DK1227'SOUTHWEST OF THE CENTER OF THE LEVEE, 1 FOOT SOUTHEAST OF A METAL
 DK1227'WITNESS POST, AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1223 ***********************************************************************
 DK1223  DESIGNATION -  4460
 DK1223  PID         -  DK1223
 DK1223  STATE/COUNTY-  MS/WASHINGTON
 DK1223  USGS QUAD   -  RED LEAF (1970)
 DK1223
 DK1223                         *CURRENT SURVEY CONTROL
 DK1223  ___________________________________________________________________
 DK1223* NAD 83(1986)-  33 17 36.     (N)    091 07 59.     (W)     SCALED    
 DK1223* NAVD 88     -        45.500  (meters)     149.28   (feet)  ADJUSTED  
 DK1223  ___________________________________________________________________
 DK1223  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1223  DYNAMIC HT  -          45.452 (meters)     149.12  (feet)  COMP
 DK1223  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DK1223
 DK1223  VERT ORDER  -  SECOND    CLASS 0
 DK1223
 DK1223.The horizontal coordinates were scaled from a topographic map and have
 DK1223.an estimated accuracy of +/- 6 seconds.
 DK1223
 DK1223.The orthometric height was determined by differential leveling
 DK1223.and adjusted in June 1991.
 DK1223
 DK1223.The geoid height was determined by GEOID03.
 DK1223
 DK1223.The dynamic height is computed by dividing the NAVD 88
 DK1223.geopotential number by the normal gravity value computed on the
 DK1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1223.degrees latitude (g = 980.6199 gals.).
 DK1223
 DK1223.The modeled gravity was interpolated from observed gravity values.
 DK1223
 DK1223;                    North         East    Units  Estimated Accuracy
 DK1223;SPC MS W     -   420,860.      625,510.      MT  (+/- 180 meters Scaled)
 DK1223
 DK1223                          SUPERSEDED SURVEY CONTROL
 DK1223
 DK1223  NGVD 29 (??/??/??)   45.559  (m)          149.47   (f) ADJUSTED    2 0
 DK1223
 DK1223.Superseded values are not recommended for survey control.
 DK1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1223.See file dsdata.txt to determine how the superseded data were derived.
 DK1223
 DK1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS738853(NAD 83)
 DK1223_MARKER: DD = SURVEY DISK
 DK1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1223_STAMPING: 4460 1936
 DK1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1223
 DK1223  HISTORY     - Date     Condition        Report By
 DK1223  HISTORY     - 1936     MONUMENTED       DOD
 DK1223  HISTORY     - 1967     GOOD             MSHD
 DK1223
 DK1223                          STATION DESCRIPTION
 DK1223
 DK1223'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1223'10.35 MI SW FROM GREENVILLE.
 DK1223'LOCATED 10.35 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM
 DK1223'THE INTERSECTION OF U.S.HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 AND 0.8
 DK1223'MILE SOUTH SOUTHEAST OF HIGHWAY 82 MISSISSIPPI RIVER BRIDGE.  TO REACH
 DK1223'FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET
 DK1223'FOR 1.1 MILES TO THE INTERSECTION OF U.S.HIGHWAY 82, TURN RIGHT (WEST)
 DK1223'AND CONTINUE ON U.S. HIGHWAY 82 FOR 8.65 MILES TO THE MISSISSIPPI
 DK1223'RIVER LEVEE JUST EAST OF THE MISSISSIPPI RIVER BRIDGE, TURN LEFT
 DK1223'(SOUTH SOUTHEAST) AND CONTINUE ON THE LEVEE FOR 0.8 MILES TO THE MARK
 DK1223'ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 2
 DK1223'INCH IRON PIPE, 23 FEET SOUTH OF THE CENTER OF THE LEVEE, 1.3 FEET
 DK1223'SOUTHEAST OF A METAL WITNESS POST, AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1222 ***********************************************************************
 DK1222  DESIGNATION -  4470
 DK1222  PID         -  DK1222
 DK1222  STATE/COUNTY-  MS/WASHINGTON
 DK1222  USGS QUAD   -  RED LEAF (1970)
 DK1222
 DK1222                         *CURRENT SURVEY CONTROL
 DK1222  ___________________________________________________________________
 DK1222* NAD 83(1986)-  33 17 31.     (N)    091 07 46.     (W)     SCALED    
 DK1222* NAVD 88     -        47.657  (meters)     156.35   (feet)  ADJUSTED  
 DK1222  ___________________________________________________________________
 DK1222  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1222  DYNAMIC HT  -          47.606 (meters)     156.19  (feet)  COMP
 DK1222  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DK1222
 DK1222  VERT ORDER  -  SECOND    CLASS 0
 DK1222
 DK1222.The horizontal coordinates were scaled from a topographic map and have
 DK1222.an estimated accuracy of +/- 6 seconds.
 DK1222
 DK1222.The orthometric height was determined by differential leveling
 DK1222.and adjusted in June 1991.
 DK1222
 DK1222.The geoid height was determined by GEOID03.
 DK1222
 DK1222.The dynamic height is computed by dividing the NAVD 88
 DK1222.geopotential number by the normal gravity value computed on the
 DK1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1222.degrees latitude (g = 980.6199 gals.).
 DK1222
 DK1222.The modeled gravity was interpolated from observed gravity values.
 DK1222
 DK1222;                    North         East    Units  Estimated Accuracy
 DK1222;SPC MS W     -   420,700.      625,850.      MT  (+/- 180 meters Scaled)
 DK1222
 DK1222                          SUPERSEDED SURVEY CONTROL
 DK1222
 DK1222  NGVD 29 (??/??/??)   47.715  (m)          156.54   (f) ADJUSTED    2 0
 DK1222
 DK1222.Superseded values are not recommended for survey control.
 DK1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1222.See file dsdata.txt to determine how the superseded data were derived.
 DK1222
 DK1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS741852(NAD 83)
 DK1222_MARKER: DD = SURVEY DISK
 DK1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1222_STAMPING: 4470 (1936)
 DK1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1222+STABILITY: SURFACE MOTION
 DK1222
 DK1222  HISTORY     - Date     Condition        Report By
 DK1222  HISTORY     - 1936     MONUMENTED       DOD
 DK1222  HISTORY     - 1967     GOOD             MSHD
 DK1222
 DK1222                          STATION DESCRIPTION
 DK1222
 DK1222'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1222'10.55 MI SW FROM GREENVILLE.
 DK1222'LOCATED 10.55 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM
 DK1222'THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 IN
 DK1222'GREENVILLE NEAR A PIPELINE CROSSING AND 1.0 MILE SOUTH SOUTHEAST OF
 DK1222'THE HIGHWAY 82 MISSISSIPPI RIVER BRIDGE.  TO REACH FROM THE U.S. POST
 DK1222'OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1222'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON
 DK1222'U.S. HIGHWAY 82 FOR 8.65 MILES TO THE MISSISSIPPI RIVER LEVEE JUST
 DK1222'EAST OF THE RIVER BRIDGE, TURN LEFT (SOUTH SOUTHEAST) AND CONTINUE ON
 DK1222'THE LEVEE FOR 1.65 MILES TO A PIPELINE CROSSING, AND THE MARK ON THE
 DK1222'RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A SQUARE
 DK1222'CONCRETE POST, 19.5 FEET WEST OF THE MOST WESTERN PIPELINE, 17 FEET
 DK1222'SOUTH OF THE CENTER OF THE TOP OF THE LEVEE, 1.4 FEET SOUTHEAST OF A
 DK1222'METAL WITNESS POST, 1 FOOT ABOVE THE TOP OF THE LEVEE, AND PROJECTS 18
 DK1222'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0438 ***********************************************************************
 BV0438  DESIGNATION -  45 10
 BV0438  PID         -  BV0438
 BV0438  STATE/COUNTY-  MS/CLARKE
 BV0438  USGS QUAD   -  DE SOTO (1982)
 BV0438
 BV0438                         *CURRENT SURVEY CONTROL
 BV0438  ___________________________________________________________________
 BV0438* NAD 83(1993)-  31 57 05.21419(N)    088 43 47.93225(W)     ADJUSTED  
 BV0438* NAVD 88     -        84.683  (meters)     277.83   (feet)  ADJUSTED  
 BV0438  ___________________________________________________________________
 BV0438  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BV0438  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BV0438  DYNAMIC HT  -          84.583 (meters)     277.50  (feet)  COMP
 BV0438  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 BV0438
 BV0438  HORZ ORDER  -  THIRD
 BV0438  VERT ORDER  -  SECOND    CLASS 0
 BV0438
 BV0438.The horizontal coordinates were established by classical geodetic methods
 BV0438.and adjusted by the National Geodetic Survey in May 1994.
 BV0438
 BV0438.The orthometric height was determined by differential leveling
 BV0438.and adjusted in June 1991.
 BV0438
 BV0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0438
 BV0438.The geoid height was determined by GEOID03.
 BV0438
 BV0438.The dynamic height is computed by dividing the NAVD 88
 BV0438.geopotential number by the normal gravity value computed on the
 BV0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0438.degrees latitude (g = 980.6199 gals.).
 BV0438
 BV0438.The modeled gravity was interpolated from observed gravity values.
 BV0438
 BV0438;                    North         East     Units Scale Factor Converg.
 BV0438;SPC MS E     -   271,770.520   309,770.726   MT  0.99995118   +0 03 16.9
 BV0438;SPC MS E     -   891,633.78  1,016,306.12   sFT  0.99995118   +0 03 16.9
 BV0438;UTM  16      - 3,536,360.654   336,496.970   MT  0.99992970   -0 54 56.6
 BV0438
 BV0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0438!SPC MS E     -   0.99999095  x   0.99995118  =   0.99994213
 BV0438!UTM  16      -   0.99999095  x   0.99992970  =   0.99992066
 BV0438
 BV0438:                Primary Azimuth Mark                     Grid Az
 BV0438:SPC MS E     -  45 10 AZ MK                              085 37 14.1
 BV0438:UTM  16      -  45 10 AZ MK                              086 35 27.6
 BV0438
 BV0438|---------------------------------------------------------------------|
 BV0438| PID    Reference Object                     Distance      Geod. Az  |
 BV0438|                                                           dddmmss.s |
 BV0438| BV0437 45 10 AZ MK                                        0854031.0 |
 BV0438| BV0439 45 10 RM 1                           18.160 METERS 10750     |
 BV0438| BV1544 SHUBUTA MUNICIPAL WATER TANK        APPROX.10.5 KM 1634434.3 |
 BV0438| BV0440 45 10 RM 2                           31.535 METERS 20350     |
 BV0438|---------------------------------------------------------------------|
 BV0438
 BV0438                          SUPERSEDED SURVEY CONTROL
 BV0438
 BV0438  NAD 83(1993)-  31 57 05.22224(N)    088 43 47.93277(W) AD(       ) 3
 BV0438  NAD 83(1986)-  31 57 05.22790(N)    088 43 47.93351(W) AD(       ) 3
 BV0438  NAD 27      -  31 57 04.69041(N)    088 43 47.79131(W) AD(       ) 3
 BV0438  NGVD 29 (??/??/92)   84.70   (m)          277.9    (f) COMPUTED    2 0
 BV0438
 BV0438.Superseded values are not recommended for survey control.
 BV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0438.See file dsdata.txt to determine how the superseded data were derived.
 BV0438
 BV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA3649736361(NAD 83)
 BV0438_MARKER: DD = SURVEY DISK
 BV0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0438_SP_SET: CONCRETE POST
 BV0438_STAMPING: STA 45-10 1961
 BV0438_MARK LOGO: MSHD  
 BV0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0438+STABILITY: SURFACE MOTION
 BV0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0438+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 BV0438
 BV0438  HISTORY     - Date     Condition        Report By
 BV0438  HISTORY     - 1961     MONUMENTED       MSHD
 BV0438  HISTORY     - 1961     GOOD             MSHD
 BV0438  HISTORY     - 1964     GOOD             NGS
 BV0438  HISTORY     - 19900823 GOOD             MSHD
 BV0438
 BV0438                          STATION DESCRIPTION
 BV0438
 BV0438'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV0438'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 2, T2N, R15E,
 BV0438'ABOUT 6 MILES SOUTH OF QUITMAN, 6-1/2 MILES NORTH-NORTHWEST OF
 BV0438'SHUBUTA, 1-1/2 MILES SOUTHWEST OF THE VILLAGE OF DESOTO, 1/4 MILE
 BV0438'WEST OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED AND OCCUPIED BY MR.
 BV0438'ELEC SPENCER.
 BV0438'
 BV0438'TO REACH FROM U.S. POST OFFICE IN QUITMAN GO SOUTH ON U.S. 45 FOR
 BV0438'4.6 MILES TO A GRAVEL CROSSROAD AT THE WEST EDGE OF DESOTO,
 BV0438'CONTINUE SOUTH ON U.S. 45 FOR 1.45 MILES TO A GRAVEL SIDEROAD
 BV0438'RIGHT, TURN RIGHT, GO WEST N THE GRAVEL ROAD FOR 0.1 MILE TO A
 BV0438'WHITE FRAME HOUSE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BV0438'WESTERLY ON THE GRAVEL ROAD 0.2 MILE TO THE DESOTO CHURCH OF GOD
 BV0438'IN CHRIST ON THE LEFT, MR. SPENCERS HOUSE AND THE MARK ON THE
 BV0438'RIGHT.
 BV0438'
 BV0438'ALL MARKS ARE STANDARD MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 BV0438'OF A 12-INCH SQUARE CONCRETE POST.
 BV0438'
 BV0438'STATION DISKS ARE STAMPED STA 45-10 1961 AND THE SURFACE MARK IS
 BV0438'ABOUT 2 INCHES BELOW THE GROUND SURFACE. IT IS 120.4 FEET
 BV0438'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 70.3
 BV0438'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 57.6 FEET SOUTHWEST
 BV0438'OF THE NORTHWEST CORNER OF MR. SPENCERS HOUSE AND 45.1 FEET
 BV0438'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE. THE
 BV0438'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28
 BV0438'INCHES BELOW THE GROUND SURFACE. NO WITNESS POST WAS SET.
 BV0438'
 BV0438'REFERENCE MARK 1 IS STAMPED RM 1 45-10 1961 AND IS FLUSH WITH THE
 BV0438'GROUND SURFACE.
 BV0438'IT IS 71 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 37 FEET
 BV0438'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE AND 26.5 FEET SOUTH
 BV0438'OF THE SOUTHEAST CORNER OF THE HOUSE, AND 22.5 FEET NORTH OF A
 BV0438'12-INCH PECAN TREE.
 BV0438'
 BV0438'REFERENCE MARK 2 IS STAMPED RM 2 45-10 1961 AND PROJECTS 2 INCHES.
 BV0438'IT IS 66 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 BV0438'32 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD AND 6 FEET NORTH
 BV0438'OF AN 18-INCH TWIN PINE TREE.
 BV0438'
 BV0438'AZIMUTH MARK IS STAMPED AZ 45-10 1961 AND PROJECTS 2 INCHES. IT IS
 BV0438'44.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 26.7 FEET
 BV0438'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 26 FEET NORTH OF A
 BV0438'30-INCH PINE TREE AND 2 FEET WEST OF A FENCE. NO WITNESS POST WAS
 BV0438'SET.
 BV0438
 BV0438                          STATION RECOVERY (1961)
 BV0438
 BV0438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0438'6 MI S FROM QUITMAN.
 BV0438'THE MARK IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 2, T2N, R15E,
 BV0438'ABOUT 6 MILES SOUTH OF QUITMAN, 6 1/2 MILES NORTH-NORTHWEST OF
 BV0438'SHUBUTA, 1 1/2 MILES SOUTHWEST OF THE VILLAGE OF DESOTO, 1/4 MILE WEST
 BV0438'OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED AND OCCUPIED BY MR. ELEC
 BV0438'SPENCER.  THE MARK IS REACHED FROM THE U.S. POST OFFICE IN QUITMAN BY
 BV0438'GOING SOUTH ON U.S. 45 FOR 4.6 MILES TO A GRAVEL CROSSROAD AT THE WEST
 BV0438'EDGE OF DESOTO, CONTINUE SOUTH ON ON U.S. 45 FOR 1.45 MILES TO A
 BV0438'GRAVEL SIDE ROAD RIGHT, TURN RIGHT, WEST, 0.3 MILE TO THE DESOTO
 BV0438'CHURCH OF GOD IN CHRIST ON THE LEFT, MR. SPENCERS HOUSE AND THE MARK
 BV0438'ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK SET
 BV0438'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  IT IS STAMPED STA 45-10
 BV0438'1961 AND IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 120.4 FEET
 BV0438'EAST-SOUTHEAST OF THE SOUTHEAST OF A SMALL WHITE HOUSE, 70.3 FEET
 BV0438'NORTH OF THE CENTER OF THE GRAVEL ROAD, 57.6 FEET SOUTHWEST OF THE
 BV0438'NORTHWEST CORNER OF MR. SPENCERS HOUSE AND 45.1 FEET WEST-SOUTHWEST OF
 BV0438'THE SOUTHWEST CORNER OF THE HOUSE.
 BV0438
 BV0438                          STATION RECOVERY (1964)
 BV0438
 BV0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0438'RECOVERED IN GOOD CONDITION.
 BV0438
 BV0438                          STATION RECOVERY (1990)
 BV0438
 BV0438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV0438'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF QUITMAN,
 BV0438'OPPOSITE AND ACROSS THE ROAD FROM THE GRAND OLD CHURCH OF GOD IN
 BV0438'CHRIST, IN THE YARD OF AN ABANDONED HOUSE, 1.5 MI (2.4 KM) SOUTH OF
 BV0438'THE COMMUNITY OF DESOTO, 0.35 MI (0.56 KM) WEST OF U.S. HIGHWAY 45
 BV0438'AND IS IN SECTION 2, T 1N, R 15E.
 BV0438'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 BV0438'FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18, CONTINUE
 BV0438'SOUTH ON U.S. HIGHWAY 45 FOR 2.3 MI (3.7 KM) THE MAIN CROSSROAD IN
 BV0438'DESOTO, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 1.65 MI (2.66 KM) TO A
 BV0438'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.35 MI
 BV0438'(0.56 KM) TO THE CHURCH ON THE LEFT AND THE MARK ON THE RIGHT.
 BV0438'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0438'1.5 FT (0.5 M) ABOVE THE LEVEL OF THE ROAD, 1 INCH BELOW THE GROUND,
 BV0438'130.0 FT (39.6 M) NORTH OF THE NORTHWEST CORNER OF THE CHURCH (NOW
 BV0438'UNDER CONSTRUCTION), 76.0 FT (23.2 M) NORTH OF THE CENTER OF A PAVED
 BV0438'ROAD, 68.5 FT (20.9 M) WEST OF A POWER SREVICE POLE, 65.5 FT
 BV0438'(20.0 M) NORTHWEST OF A 24 INCH PECAN, 57.6 FT (17.6 M) SOUTHWEST  OF
 BV0438'THE NORTHWEST OF AN ABANDONED FRAME HOUSE, 39.0 FT (11.9 M)
 BV0438'NORTH-NORTHWEST OF AN 18 INCH PECAN, 29.0 FT (8.8 M) NORTHEAST OF A
 BV0438'POWER SERVICE POLE AND 21.0 FT (6.4 M) WEST OF THE CENTER OF A GRAVEL
 BV0438'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0437 ***********************************************************************
 BV0437  DESIGNATION -  45 10 AZ MK
 BV0437  PID         -  BV0437
 BV0437  STATE/COUNTY-  MS/CLARKE
 BV0437  USGS QUAD   -  DE SOTO (1982)
 BV0437
 BV0437                         *CURRENT SURVEY CONTROL
 BV0437  ___________________________________________________________________
 BV0437* NAD 83(1986)-  31 57 05.     (N)    088 43 32.     (W)     SCALED    
 BV0437* NAVD 88     -        83.143  (meters)     272.78   (feet)  ADJUSTED  
 BV0437  ___________________________________________________________________
 BV0437  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BV0437  DYNAMIC HT  -          83.044 (meters)     272.45  (feet)  COMP
 BV0437  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BV0437
 BV0437  VERT ORDER  -  SECOND    CLASS 0
 BV0437
 BV0437.The horizontal coordinates were scaled from a topographic map and have
 BV0437.an estimated accuracy of +/- 6 seconds.
 BV0437
 BV0437.The orthometric height was determined by differential leveling
 BV0437.and adjusted in June 1991.
 BV0437
 BV0437.The geoid height was determined by GEOID03.
 BV0437
 BV0437.The dynamic height is computed by dividing the NAVD 88
 BV0437.geopotential number by the normal gravity value computed on the
 BV0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0437.degrees latitude (g = 980.6199 gals.).
 BV0437
 BV0437.The modeled gravity was interpolated from observed gravity values.
 BV0437
 BV0437;                    North         East    Units  Estimated Accuracy
 BV0437;SPC MS E     -   271,760.      310,190.      MT  (+/- 180 meters Scaled)
 BV0437
 BV0437                          SUPERSEDED SURVEY CONTROL
 BV0437
 BV0437  NGVD 29 (??/??/??)   83.16   (m)          272.8    (f) RESET       3  
 BV0437
 BV0437.Superseded values are not recommended for survey control.
 BV0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0437.See file dsdata.txt to determine how the superseded data were derived.
 BV0437
 BV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA369363(NAD 83)
 BV0437_MARKER: DR = REFERENCE MARK DISK
 BV0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0437_SP_SET: CONCRETE POST
 BV0437_STAMPING: 45-10 AZ 1961
 BV0437_MARK LOGO: MSHD  
 BV0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0437+STABILITY: SURFACE MOTION
 BV0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0437+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 BV0437
 BV0437  HISTORY     - Date     Condition        Report By
 BV0437  HISTORY     - 1961     MONUMENTED       MSHD
 BV0437  HISTORY     - 1964     GOOD             NGS
 BV0437  HISTORY     - 19900823 GOOD             MSHD
 BV0437
 BV0437                          STATION DESCRIPTION
 BV0437
 BV0437'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0437'6 MI S FROM QUITMAN.
 BV0437'THE MARK IS LOCATED ABOUT 6 MILES SOUTH OF QUITMAN, 6 1/2 MILES
 BV0437'NORTH-NORTHWEST OF SHUBUTA, 1 1/2 MILES SOUTHWEST OF THE VILLAGE OF
 BV0437'DESOTO AND 0.1 MILE WEST OF U.S. HIGHWAY 45.  THE MARK IS REACHED FROM
 BV0437'THE U.S. POST OFFICE IN QUITMAN BY GOING SOUTH OF U.S. 45 FOR 4.6
 BV0437'MILES TO A GRAVEL CROSSROAD AT THE WEST EDGE OF DESOTO, CONTINUE SOUTH
 BV0437'OF U.S. 45 FOR 1.45 MILES TO A GRAVEL SIDEROAD RIGHT, TURN RIGHT,
 BV0437'WEST, FOR 0.1 MILE TO A WHITE FRAME HOUSE AND THE MARK ON THE RIGHT.
 BV0437'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED AZ 45-10
 BV0437'1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BV0437'PROJECTING 2 INCHES.  IT IS 44.4 FEET NORTHEAST OF THE SOUTHEAST
 BV0437'CORNER OF THE HOUSE, 26.7 FEET EAST OF THE NORTHEAST CORNER OF THE
 BV0437'HOUSE, 26 FEET NORTH OF A 30-INCH PINE TREE AND 2 FEET WEST OF A
 BV0437'FENCE.  NO WITNESS POST WAS SET.
 BV0437
 BV0437                          STATION RECOVERY (1964)
 BV0437
 BV0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0437'RECOVERED IN GOOD CONDITION.
 BV0437
 BV0437                          STATION RECOVERY (1990)
 BV0437
 BV0437'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV0437'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF QUITMAN, ON THE
 BV0437'NORTH SIDE OF A PAVED ROAD, IN THE YARD WITH A SMALL TRAVEL TRAILOR
 BV0437'WITH A ROOM ON IT, 1.5 MI (2.4 KM) SOUTH OF DESOTO, 0.1 MI (0.2 KM)
 BV0437'WEST OF U.S. HIGHWAY 45 AND IS IN SECTION 2, T 1N, R 15E.
 BV0437'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 BV0437'FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18, CONTINUE
 BV0437'SOUTH ON U.S. HIGHWAY 45 FOR 2.3 MI (3.7 KM) TO THE MAIN CROSSROAD IN
 BV0437'DESOTO, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 1.65 MI (2.66 KM) TO A
 BV0437'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.1 MI
 BV0437'(0.2 KM) TO THE MARK ON THE RIGHT.
 BV0437'THE MARK IS A STANDARD MSHD REFERENCE MARK DISK SET IN THE TOP OF A
 BV0437'SQUARE CONCETE POST, ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF THE
 BV0437'ROAD, PROJECTING 3 INCHES, 84.0 FT (25.6 M) NORTH OF THE CENTER OF A
 BV0437'PAVED ROAD, 64.5 FT (19.7 M) NORTH OF A POWER POLE WITH A TRANSFORMER
 BV0437'AND GUY WIRE, 61.0 FT (18.6 M) SOUTH OF A 15 INCH OAK, 47.0 FT
 BV0437'(14.3 M) EAST OF A 36 INCH TWIN OAK, 20.5 FT (6.2 M) NORTHWEST OF A
 BV0437'METER POLE BASE AND 20.0 FT (6.1 M) WEST OF THE SOUTHWEST CORNER OF A
 BV0437'SMALL LOG BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0439 ***********************************************************************
 BV0439  DESIGNATION -  45 10 RM 1
 BV0439  PID         -  BV0439
 BV0439  STATE/COUNTY-  MS/CLARKE
 BV0439  USGS QUAD   -  DE SOTO (1982)
 BV0439
 BV0439                         *CURRENT SURVEY CONTROL
 BV0439  ___________________________________________________________________
 BV0439* NAD 83(1986)-  31 57 04.     (N)    088 43 44.     (W)     SCALED    
 BV0439* NAVD 88     -        84.70   (+/-2cm)     277.9    (feet)  VERTCON   
 BV0439  ___________________________________________________________________
 BV0439  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BV0439  VERT ORDER  -  THIRD (See Below)
 BV0439
 BV0439.The horizontal coordinates were scaled from a topographic map and have
 BV0439.an estimated accuracy of +/- 6 seconds.
 BV0439
 BV0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0439.The vertical order pertains to the NGVD 29 superseded value.
 BV0439
 BV0439.The geoid height was determined by GEOID03.
 BV0439
 BV0439;                    North         East    Units  Estimated Accuracy
 BV0439;SPC MS E     -   271,730.      309,870.      MT  (+/- 180 meters Scaled)
 BV0439
 BV0439                          SUPERSEDED SURVEY CONTROL
 BV0439
 BV0439  NGVD 29 (??/??/??)   84.70   (m)          277.9    (f) RESET       3  
 BV0439
 BV0439.Superseded values are not recommended for survey control.
 BV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0439.See file dsdata.txt to determine how the superseded data were derived.
 BV0439
 BV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA366363(NAD 83)
 BV0439_MARKER: DR = REFERENCE MARK DISK
 BV0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0439_SP_SET: CONCRETE POST
 BV0439_STAMPING: 45-10 RM-1 1961
 BV0439_MARK LOGO: MSHD  
 BV0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0439+STABILITY: SURFACE MOTION
 BV0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0439+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 BV0439
 BV0439  HISTORY     - Date     Condition        Report By
 BV0439  HISTORY     - 1961     MONUMENTED       MSHD
 BV0439  HISTORY     - 1964     GOOD             NGS
 BV0439  HISTORY     - 19900823 GOOD             MSHD
 BV0439
 BV0439                          STATION DESCRIPTION
 BV0439
 BV0439'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0439'6 MI S FROM QUITMAN.
 BV0439'THE MARK IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 2, T2N, R15E,
 BV0439'ABOUT 6 MILES SOUTH OF QUITMAN, 6 1/2 MILES NORTH-NORTHWEST OF
 BV0439'SHUBUTA, 1 1/2 MILES SOUTHWEST OF THE VILLAGE OF DESOTO, 1/4 MILE WEST
 BV0439'OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED BY MR. ELEC SPENCER. THE MARK
 BV0439'IS REACHED FROM THE U.S. POST OFFICE IN QUITMAN BY GOING SOUTH ON U.S.
 BV0439'45 FOR 4.6 MILES TO A GRAVEL CROSSROAD AT THE WEST EDGE OF DESOTO,
 BV0439'CONTINUE SOUTH ON U.S. 45 FOR 1.45 MILES TO A GRAVEL SIDE ROAD RIGHT,
 BV0439'TURN RIGHT, WEST, FOR 0.3 MILE TO THE DESOTO CHURCH OF GOD IN CHRIST
 BV0439'ON THE LEFT, MR. SPENCERS HOUSE AND THE MARK ON THE RIGHT. THE MARK IS
 BV0439'A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED R. M. 1 45-10 1961, SET
 BV0439'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND
 BV0439'SURFACE.  IT IS 71.5 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 37
 BV0439'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 26.5 FEET SOUTH
 BV0439'OF THE SOUTHEAST CORNER OF THE HOUSE AND 22 FEET NORTH OF A 12-INCH
 BV0439'PECAN TREE, 59.58 FEET EAST-SOUTHEAST OF STA 45-10 1961.
 BV0439
 BV0439                          STATION RECOVERY (1964)
 BV0439
 BV0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0439'RECOVERED IN GOOD CONDITION.
 BV0439
 BV0439                          STATION RECOVERY (1990)
 BV0439
 BV0439'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV0439'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF QUITMAN, ON THE
 BV0439'LAWN OF AN ABANDONED FRAME HOUSE, ACROSS THE ROAD FROM THE GRAND OLD
 BV0439'CHURCH OF GOD IN CHRIST, 1.5 MI (2.4 KM) SOUTH OF THE COMMUNITY OF
 BV0439'DESOTO AND IS IN SECTION 2, T 1N, R 15E.
 BV0439'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 BV0439'FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18, CONTINUE
 BV0439'SOUTH OF U.S. HIGHWAY 45 FOR 2.3 MI (3.7 KM) TO THE MAIN CROSSROAD IN
 BV0439'DESOTO, CONTINUE SOUTH ON U,S, HIGHWAY 45 FOR 1.65 MI (2.66 KM) TO A
 BV0439'SODE ROAD RIGHT, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.35 MI
 BV0439'(0.56 KM) TO THE CHURCH ON THE LEFT AND THE MARK ON THE RIGHT.
 BV0439'THE MARK IS A STANDARD MSHD REFERENCE MARK DISK SET IN THE TOP OF A
 BV0439'SQUARE CONCRETE POST, ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 BV0439'ROAD, PROJECTING 1 INCH, 123.0 FT (37.5 M) NORTHEAST OF THE NORTHEAST
 BV0439'CORNER OF THE CHURCH (NOW UNDER CONSTRUCTION), 74.0 FT (22.6 M) NORTH
 BV0439'OF THE CENTER OF A PAVED ROAD, 55.0 FT (16.8 M) NORTHEAST OF A OF AN
 BV0439'18 INCH PECAN, 26.0 FT (7.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 BV0439'PORCH OF AN ABANDONED HOUSE, 23.7 FT (7.2 M) SOUTHWEST OF A POWER
 BV0439'SERVICE POLE, 21.0 FT (6.4 M) NORTH OF A 24 INCH PECAN AND 1.0 FT
 BV0439'(0.3 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0440 ***********************************************************************
 BV0440  DESIGNATION -  45 10 RM 2
 BV0440  PID         -  BV0440
 BV0440  STATE/COUNTY-  MS/CLARKE
 BV0440  USGS QUAD   -  DE SOTO (1982)
 BV0440
 BV0440                         *CURRENT SURVEY CONTROL
 BV0440  ___________________________________________________________________
 BV0440* NAD 83(1986)-  31 57 03.     (N)    088 43 46.     (W)     SCALED    
 BV0440* NAVD 88     -        83.67   (+/-2cm)     274.5    (feet)  VERTCON   
 BV0440  ___________________________________________________________________
 BV0440  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BV0440  VERT ORDER  -  THIRD (See Below)
 BV0440
 BV0440.The horizontal coordinates were scaled from a topographic map and have
 BV0440.an estimated accuracy of +/- 6 seconds.
 BV0440
 BV0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0440.The vertical order pertains to the NGVD 29 superseded value.
 BV0440
 BV0440.The geoid height was determined by GEOID03.
 BV0440
 BV0440;                    North         East    Units  Estimated Accuracy
 BV0440;SPC MS E     -   271,700.      309,820.      MT  (+/- 180 meters Scaled)
 BV0440
 BV0440                          SUPERSEDED SURVEY CONTROL
 BV0440
 BV0440  NGVD 29 (??/??/??)   83.68   (m)          274.5    (f) RESET       3  
 BV0440
 BV0440.Superseded values are not recommended for survey control.
 BV0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0440.See file dsdata.txt to determine how the superseded data were derived.
 BV0440
 BV0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA365362(NAD 83)
 BV0440_MARKER: DR = REFERENCE MARK DISK
 BV0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0440_SP_SET: CONCRETE POST
 BV0440_STAMPING: 45-10 RN-2 1961
 BV0440_MARK LOGO: MSHD  
 BV0440_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0440+STABILITY: SURFACE MOTION
 BV0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0440+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 BV0440
 BV0440  HISTORY     - Date     Condition        Report By
 BV0440  HISTORY     - 1961     MONUMENTED       MSHD
 BV0440  HISTORY     - 1964     GOOD             NGS
 BV0440  HISTORY     - 19900823 GOOD             MSHD
 BV0440
 BV0440                          STATION DESCRIPTION
 BV0440
 BV0440'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0440'6 MI S FROM QUITMAN.
 BV0440'THE MARK IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 2, T2N, R15E,
 BV0440'ABOUT 6 MILES SOUTH OF QUITMAN, 6 1/2 MILES NORTH-NORTHWEST OF
 BV0440'SHUBUTA, 1 1/2 MILES SOUTHWEST OF THE VILLAGE OF DESOTO, 1/4 MILE WEST
 BV0440'OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED BY THE DESOTO CHURCH OF GOD
 BV0440'IN CHRIST.  THE MARK IS REACHED FROM THE U.S. POST OFFICE IN QUITMAN
 BV0440'BY GOING SOUTH ON U.S. 45 FOR 4.6 MILES TO A CROSSROAD AT THE WEST
 BV0440'EDGE OF DESOTO, CONTINUE SOUTH ON U.S. 45 FOR 1.45 MILES TO A GRAVEL
 BV0440'SIDE ROAD RIGHT, TURN RIGHT, WEST 0.3 MILE TO THE CHURCH AND THE MARK
 BV0440'ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK
 BV0440'STAMPED R. M. 2 45-10 1961, SET IN THE TOP OF A 12-INCH SQUARE,
 BV0440'CONCRETE POST PROJECTING 2 INCHES.  IT IS 66 FEET WEST-NORTHWEST OF
 BV0440'THE NORTHWEST CORNER OF THE CHURCH, 32 FEET SOUTH OF THE CENTER OF THE
 BV0440'GRAVEL ROAD, 6 FEET NORTH OF AN 18-INCH PINE TREE AND 103.46 FEET
 BV0440'SOUTH-SOUTHWEST OF STA 45-10 1961.
 BV0440
 BV0440                          STATION RECOVERY (1964)
 BV0440
 BV0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0440'RECOVERED IN GOOD CONDITION.
 BV0440
 BV0440                          STATION RECOVERY (1990)
 BV0440
 BV0440'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV0440'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF QUITMAN, IN THE
 BV0440'NORTHWEST CORNER OF THE YARD OF THE GRAND OLD CHURCH OF GOD IN
 BV0440'CHRIST, 1.5 MI (2.4 KM) SOUTH OF THE COMMUNITY OF DESOTO, 0.35 MI
 BV0440'(0.56 KM) WEST OF U.S. HIGHWAY 45 AND IS IN SECTION 2, T 1N, R 15E.
 BV0440'TO REACH THE MARK FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S.
 BV0440'HIGHWAY 45 FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18,
 BV0440'CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 2.3 MI (3.7 KM) TO THE MAIN
 BV0440'CROSSROAD IN DESOTO, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 1.65 MI
 BV0440'(2.66 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON A PAVED
 BV0440'ROAD FOR 0.35 MI (0.56 KM) TO THE CHURCH AND THE MARK ON THE LEFT.
 BV0440'THE MARK IS A STANDARD MSHD REFERENCE MARK DISK SET IN THE TOP OF A
 BV0440'SQUARE CONCRETE POST, ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE
 BV0440'GROUND, 76.0 FT (23.2 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 BV0440'71.0 FT (21.6 M) SOUTHWEST OF AN 18 INCH PECAN, 31.7 FT (9.7 M)
 BV0440'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH (NOW UNDER
 BV0440'CONSTRUCTION), 25.0 FT (7.6 M) SOUTH OF THE CENTER OF A PAVED ROAD
 BV0440'AND 8.5 FT (2.6 M) WEST OF THE PROJECTED PLANE OF THE WEST WALL OF
 BV0440'THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1257 ***********************************************************************
 CO1257  DESIGNATION -  45 11
 CO1257  PID         -  CO1257
 CO1257  STATE/COUNTY-  MS/LAUDERDALE
 CO1257  USGS QUAD   -  SABLE (1983)
 CO1257
 CO1257                         *CURRENT SURVEY CONTROL
 CO1257  ___________________________________________________________________
 CO1257* NAD 83(1993)-  32 14 14.64147(N)    088 41 26.40021(W)     ADJUSTED  
 CO1257* NAVD 88     -       175.6    (meters)     576.     (feet)  VERTCON   
 CO1257  ___________________________________________________________________
 CO1257  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CO1257  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO1257  HORZ ORDER  -  THIRD
 CO1257
 CO1257.The horizontal coordinates were established by classical geodetic methods
 CO1257.and adjusted by the National Geodetic Survey in May 1994.
 CO1257
 CO1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1257
 CO1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1257
 CO1257.The geoid height was determined by GEOID03.
 CO1257
 CO1257;                    North         East     Units Scale Factor Converg.
 CO1257;SPC MS E     -   303,481.981   313,445.499   MT  0.99995223   +0 04 34.0
 CO1257;SPC MS E     -   995,673.80  1,028,362.44   sFT  0.99995223   +0 04 34.0
 CO1257;UTM  16      - 3,568,004.084   340,710.289   MT  0.99991291   -0 54 07.3
 CO1257
 CO1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1257!SPC MS E     -   0.99997677  x   0.99995223  =   0.99992900
 CO1257!UTM  16      -   0.99997677  x   0.99991291  =   0.99988968
 CO1257
 CO1257|---------------------------------------------------------------------|
 CO1257| PID    Reference Object                     Distance      Geod. Az  |
 CO1257|                                                           dddmmss.s |
 CO1257| CO0576 45 11 RM 1                           16.865 METERS 01523     |
 CO1257| CO0577 45 11 RM 2                           47.823 METERS 11922     |
 CO1257| CO0574 45 11 AZ MK                                        3253843.7 |
 CO1257|---------------------------------------------------------------------|
 CO1257
 CO1257                          SUPERSEDED SURVEY CONTROL
 CO1257
 CO1257  NAD 83(1993)-  32 14 14.65100(N)    088 41 26.40093(W) AD(       ) 3
 CO1257  NAD 83(1986)-  32 14 14.65433(N)    088 41 26.40242(W) AD(       ) 3
 CO1257  NAD 27      -  32 14 14.13076(N)    088 41 26.24234(W) AD(       ) 3
 CO1257  NGVD 29 (07/19/86)  175.6    (m)          576.     (f) VERT ANG    3  
 CO1257
 CO1257.Superseded values are not recommended for survey control.
 CO1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1257.See file dsdata.txt to determine how the superseded data were derived.
 CO1257
 CO1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4071068004(NAD 83)
 CO1257_MARKER: DD = SURVEY DISK
 CO1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1257_SP_SET: CONCRETE POST
 CO1257_STAMPING: STA 45-11 1961
 CO1257_MARK LOGO: MSHD  
 CO1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1257+STABILITY: SURFACE MOTION
 CO1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1257+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 CO1257
 CO1257  HISTORY     - Date     Condition        Report By
 CO1257  HISTORY     - 1961     MONUMENTED       MSHD
 CO1257  HISTORY     - 1961     GOOD             MSHD
 CO1257  HISTORY     - 19900328 GOOD             MSHD
 CO1257  HISTORY     - 20040315 GOOD             INDIV
 CO1257
 CO1257                          STATION DESCRIPTION
 CO1257
 CO1257'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1257'THE STATION IS LOCATED IN THE NORTWEST 1/4 OF SECTION 32, T5N,
 CO1257'R16E, ABOUT 8-1/4 MILES SOUTH OF MERIDIAN, 15-1/2 MILES
 CO1257'NORTH-NORTHWEST OF QUITMAN, 1/2 MILE EAST OF U.S. HIGHWAY 45
 CO1257'AND ON PROPERTY OWNED BY MR. CLYDE ANDERSON.
 CO1257'
 CO1257'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80, 11, AND 45 AT
 CO1257'THE SOUTH EDGE OF MERIDIAN GO SOUTH ON U.S. 45 FOR 8.2 MILES TO A
 CO1257'BLACK TOP ROAD LEFT (0.2 MILE NORTH OF THE NEW HOPE BAPTIST
 CO1257'CHURCH ON THE LEFT), TURN LEFT AND FOLLOW THE BLACK TOP ROAD
 CO1257'SOUTHEASTERLY 0.45 MILE TO AN OLD ABANDONED HOUSE AND THE
 CO1257'AZIMUTH MARK ON THE RIGHT, CONTINUE ON THE BLACK TOP ROAD
 CO1257'0.2 MILE TO THE TOP OF A HILL, A STONE HOUSE ON THE LEFT
 CO1257'AND THE MARK ON THE RIGHT.
 CO1257'
 CO1257'ALL MARKS ARE STANDARD MSHD-USC AND GS BRONZE DISKS SET IN THE
 CO1257'TOP OF AN 11-INCH SQUARE CONCRETE POST.
 CO1257'
 CO1257'STATION DISKS ARE STAMPED STA 45-11 1961 AND THE SURFACE MARK
 CO1257'IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 159 FEET
 CO1257'WEST-NORTHWEST OF AN 8-INCH PINE TREE, 85 FEET SOUTH-SOUTHWEST OF
 CO1257'THE CENTER OF THE BLACK TOP ROAD, 71 FEET NORTH OF THE CENTER
 CO1257'OF A TERRACE, 55 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE,
 CO1257'47.5 FEET WEST-NORTHWEST OF THE CENTER OF A TERRACE, AND 10
 CO1257'FEET SOUTH-SOUTHWEST OF THE CENTER OF A TERRACE.  THE
 CO1257'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 CO1257'INCHES BELOW THE THE GROUND SURFACE.
 CO1257'
 CO1257'REFERENCE MARK 1 IS STAMPED 45-11 RM 1 1961 AND PROJECTS 3
 CO1257'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE BLACK TOP ROAD,
 CO1257'10 FEET SOUTH OF A 6 FOOT ROAD CUT AND 1.5 FEET NORTHWEST
 CO1257'OF THE TELEPHONE POLE.
 CO1257'
 CO1257'REFERENCE MARK 2 IS STAMPED 45-11 RM 2 1961 AND IS 2 INCHES BELOW
 CO1257'THE GROUND SURFACE.  IT IS 69 FEET SOUTHWEST OF THE CENTER OF THE
 CO1257'BLACK TOP ROAD, 33 FEET SOUTHWEST OF THE CENTER OF A 36-INCH OAK
 CO1257'TREE, 5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
 CO1257'AND 2 FEET NORTH OF THE NORTHWEST CORNER OF A CHIMNEY ON THE WEST
 CO1257'SIDE OF THE HOUSE.
 CO1257'
 CO1257'AZIMUTH MARK IS STAMPED 45-11 AZ 1961 AND PROJECTS 4 INCHES.  IT
 CO1257'IS 92 FEET SOUTHEAST OF AN ENTRANCE TO AN OLD STORM CELLAR,
 CO1257'56,5 FEET WEST-SOUTHWEST OF THE CENTER OF THE BLACK TOP ROAD,
 CO1257'52.5 FEET WEST OF A 36-INCH OAK, 40 FEET NORTHWEST OF THE
 CO1257'NORTHEAST CORNER OF A PORCH, AND 2 FEET NORTHEAST OF A METAL
 CO1257'WITNESS SIGNPOST.
 CO1257'
 CO1257'HEIGHT OF LIGHT ABOVE STATION 6.16 FT.
 CO1257
 CO1257                          STATION RECOVERY (1961)
 CO1257
 CO1257'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO1257'RECOVERED IN GOOD CONDITION.
 CO1257
 CO1257                          STATION RECOVERY (1990)
 CO1257
 CO1257'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1257'STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH OF MERIDIAN ON THE
 CO1257'HIGHEST POINT OF A TREE COVEREFD HILL, ABOUT 0.75 MI (1.21 KM) NORTH
 CO1257'OF THE CLARKE COUNTY LINE AND IS IN SECTION 32, T 5N, R 16E.
 CO1257'TO REACH FROM THE OLD HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO1257'BYPASS ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD HIGHWAY
 CO1257'45 FOR 4.5 MI (7.2 KM) TO AN ANGLING SIDE ROAD LEFT, TURN LEFT AND GO
 CO1257'SOUTHEAST ON ANDERSON ROAD FOR 0.5 MI (0.8 KM) TO A STONE HOUSE ON
 CO1257'THE LEFT AND THE MARK ON THE RIGHT.
 CO1257'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 12
 CO1257'INCHES BELOW THE GROUND, 159 FT (48.5 M) WEST OF THE NORTH CORNER OF
 CO1257'A FRAME HOUSE, 77.5 FT (23.6 M) SOUTHWEST OF THE CENTER OF ANDERSON
 CO1257'ROAD, 60 FT (18.3 M) SOUTHWEST OF A FENCE AND 1 FT (0.3 M) EAST OF A
 CO1257'CARSONITE WITNESS POST.
 CO1257
 CO1257                          STATION RECOVERY (2004)
 CO1257
 CO1257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPG)
 CO1257'THE STATION IS LOCATED 0.4 MILES SOUTHEAST ON ANDERSON ROAD. ALSO, THE
 CO1257'ROAD IS NOW NAMED SOUTH ANDERSON ROAD, RATHER THAN ANDERSON ROAD. IN
 CO1257'ADDITION, THE DISK IS BURIED 18 INCHES IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0574 ***********************************************************************
 CO0574  DESIGNATION -  45 11 AZ MK
 CO0574  PID         -  CO0574
 CO0574  STATE/COUNTY-  MS/LAUDERDALE
 CO0574  USGS QUAD   -  SABLE (1983)
 CO0574
 CO0574                         *CURRENT SURVEY CONTROL
 CO0574  ___________________________________________________________________
 CO0574* NAD 83(1986)-  32 14 46.     (N)    088 41 39.     (W)     SCALED    
 CO0574* NAVD 88     -       166.511  (meters)     546.29   (feet)  ADJUSTED  
 CO0574  ___________________________________________________________________
 CO0574  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CO0574  DYNAMIC HT  -         166.314 (meters)     545.65  (feet)  COMP
 CO0574  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 CO0574
 CO0574  VERT ORDER  -  SECOND    CLASS 0
 CO0574
 CO0574.The horizontal coordinates were scaled from a topographic map and have
 CO0574.an estimated accuracy of +/- 6 seconds.
 CO0574
 CO0574.The orthometric height was determined by differential leveling
 CO0574.and adjusted in June 1991.
 CO0574
 CO0574.The geoid height was determined by GEOID03.
 CO0574
 CO0574.The dynamic height is computed by dividing the NAVD 88
 CO0574.geopotential number by the normal gravity value computed on the
 CO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0574.degrees latitude (g = 980.6199 gals.).
 CO0574
 CO0574.The modeled gravity was interpolated from observed gravity values.
 CO0574
 CO0574;                    North         East    Units  Estimated Accuracy
 CO0574;SPC MS E     -   304,450.      313,110.      MT  (+/- 180 meters Scaled)
 CO0574
 CO0574                          SUPERSEDED SURVEY CONTROL
 CO0574
 CO0574  NGVD 29 (??/??/92)  166.520  (m)          546.32   (f) ADJ UNCH    2 0
 CO0574
 CO0574.Superseded values are not recommended for survey control.
 CO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0574.See file dsdata.txt to determine how the superseded data were derived.
 CO0574
 CO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA403689(NAD 83)
 CO0574_MARKER: DD = SURVEY DISK
 CO0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0574_SP_SET: CONCRETE POST
 CO0574_STAMPING: 45-11 AZ 1961
 CO0574_MARK LOGO: MSHD  
 CO0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0574+STABILITY: SURFACE MOTION
 CO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0574+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1990
 CO0574
 CO0574  HISTORY     - Date     Condition        Report By
 CO0574  HISTORY     - 1961     MONUMENTED       MSHD
 CO0574  HISTORY     - 19900328 SEE DESCRIPTION  MSHD
 CO0574
 CO0574                          STATION DESCRIPTION
 CO0574
 CO0574'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0574'8.25 MI S FROM MERIDIAN.
 CO0574'THE MARK IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 31, T5N, R16E,
 CO0574'ABOUT 8 1/4 MILES SOUTH OF MERIDIAN, 15 1/2 MILES NORTH-NORTHWEST OF
 CO0574'QUITMAN, 1/4 MILE EAST OF U.S. HIGHWAY 45.  THE MARK IS REACHED FROM
 CO0574'THE JUNCTION OF U.S. HIGHWAYS 80, 11 AND 45 AT THE SOUTH EDGE OF
 CO0574'MERIDIAN BY GOING SOUTH ON U.S. 45 FOR 8.2 MILES TO A BLACK TOP SIDE
 CO0574'ROAD LEFT (0.2 MILE NORTH OF THE NEW HOPE BAPTIST CHURCH ON THE LEFT),
 CO0574'TURN LEFT AND FOLLOW THE BLACK TOP ROAD SOUTHEASTERLY 0.45 MILE TO AN
 CO0574'OLD ABANDONED HOUSE AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 CO0574'MSHD-USC AND GS BRONZE DISK STAMPED 45-11 AZ 1961, SET IN THE TOP OF
 CO0574'AN 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES. IT IS 92 FEET
 CO0574'SOUTHEAST OF AN ENTRANCE TO AN OLD STORM CELLAR, 56.5 FEET
 CO0574'WEST-SOUTHWEST OF THE CENTER OF THE BLACK TOP ROAD, 52 FEET WEST OF A
 CO0574'36-INCH OAK TREE, 40 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A
 CO0574'PORCH ON THE EAST SIDE OF THE HOUSE AND 8 FEET EAST OF A 10-INCH PINE
 CO0574'TREE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 CO0574
 CO0574                          STATION RECOVERY (1990)
 CO0574
 CO0574'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0574'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE ABANDONED HOUSE MENTIONED
 CO0574'IN THE 1961 DESCRIPTION HAS BEEN TORN DOWN AND THE LAND HAS BEEN
 CO0574'LEVELED FOR A LAWN. THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0575 ***********************************************************************
 CO0575  DESIGNATION -  45 11 MSHD
 CO0575  PID         -  CO0575
 CO0575  STATE/COUNTY-  MS/LAUDERDALE
 CO0575  USGS QUAD   -  SABLE (1983)
 CO0575
 CO0575                         *CURRENT SURVEY CONTROL
 CO0575  ___________________________________________________________________
 CO0575* NAD 83(1986)-  32 14 58.     (N)    088 41 49.     (W)     SCALED    
 CO0575* NAVD 88     -       175.480  (meters)     575.72   (feet)  ADJUSTED  
 CO0575  ___________________________________________________________________
 CO0575  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0575  DYNAMIC HT  -         175.273 (meters)     575.04  (feet)  COMP
 CO0575  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CO0575
 CO0575  VERT ORDER  -  SECOND    CLASS 0
 CO0575
 CO0575.The horizontal coordinates were scaled from a topographic map and have
 CO0575.an estimated accuracy of +/- 6 seconds.
 CO0575
 CO0575.The orthometric height was determined by differential leveling
 CO0575.and adjusted in June 1991.
 CO0575
 CO0575.The geoid height was determined by GEOID03.
 CO0575
 CO0575.The dynamic height is computed by dividing the NAVD 88
 CO0575.geopotential number by the normal gravity value computed on the
 CO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0575.degrees latitude (g = 980.6199 gals.).
 CO0575
 CO0575.The modeled gravity was interpolated from observed gravity values.
 CO0575
 CO0575;                    North         East    Units  Estimated Accuracy
 CO0575;SPC MS E     -   304,820.      312,850.      MT  (+/- 180 meters Scaled)
 CO0575
 CO0575                          SUPERSEDED SURVEY CONTROL
 CO0575
 CO0575  NGVD 29 (??/??/92)  175.49   (m)          575.8    (f) COMPUTED    2 0
 CO0575
 CO0575.Superseded values are not recommended for survey control.
 CO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0575.See file dsdata.txt to determine how the superseded data were derived.
 CO0575
 CO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA401693(NAD 83)
 CO0575_MARKER: DD = SURVEY DISK
 CO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0575_STAMPING: STA 45-11 1961
 CO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0575+STABILITY: SURFACE MOTION
 CO0575
 CO0575  HISTORY     - Date     Condition        Report By
 CO0575  HISTORY     - 1961     MONUMENTED       MSHD
 CO0575
 CO0575                          STATION DESCRIPTION
 CO0575
 CO0575'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0575'8.25 MI S FROM MERIDIAN.
 CO0575'THE MARK IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 32, T5N, R16E,
 CO0575'ABOUT 8 1/4 MILES SOUTH OF MERIDIAN, 15 1/2 MILES NORTH-NORTHWEST OF
 CO0575'QUITMAN, 1/2 MILE EAST OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED BY MR.
 CO0575'CLYDE ANDERSON.  THE MARK IS REACHED FROM THE JUNCTION OF U.S.
 CO0575'HIGHWAYS 80, 11 AND 45 AT THE SOUTH EDGE OF MERIDIAN BY GOING SOUTH ON
 CO0575'U.S. 45 FOR 8.2 MILES TO A BLACK TOP SIDE ROAD LEFT (0.2 MILE NORTH OF
 CO0575'THE NEW HOPE BAPTIST CHURCH ON THE LEFT) TURN LEFT AND FOLLOW THE
 CO0575'BLACK TOP ROAD SOUTHEASTERLY 0.65 MILE TO THE TOP OF A HILL, A STONE
 CO0575'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 CO0575'MSHD-USC AND GS BRONZE DISK SET IN THE TOP OF AN 11-INCH SQUARE
 CO0575'CONCRETE POST 14-INCHES BELOW THE GROUND SURFACE.  THE DISK IS STAMPED
 CO0575'STA 45-11 1961 AND IS 159 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 CO0575'OF A FRAME HOUSE, 89 FEET NORTH-NORTHWEST OF AN 8-INCH PINE TREE, 85
 CO0575'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD, 55 FEET
 CO0575'SOUTH-SOUTHWEST OF A TELEPHONE LINE POLE, 71 FEET NORTH OF THE CENTER
 CO0575'OF A TERRACE 47.5 FEET WEST-NORTHWEST OF THE CENTER OF A TERRACE AND
 CO0575'10 FEET SOUTH-SOUTHWEST OF THE CENTER OF A TERRACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0576 ***********************************************************************
 CO0576  DESIGNATION -  45 11 RM 1
 CO0576  PID         -  CO0576
 CO0576  STATE/COUNTY-  MS/LAUDERDALE
 CO0576  USGS QUAD   -  SABLE (1983)
 CO0576
 CO0576                         *CURRENT SURVEY CONTROL
 CO0576  ___________________________________________________________________
 CO0576* NAD 83(1986)-  32 14 58.     (N)    088 41 49.     (W)     SCALED    
 CO0576* NAVD 88     -       173.60   (+/-2cm)     569.6    (feet)  VERTCON   
 CO0576  ___________________________________________________________________
 CO0576  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0576  VERT ORDER  -  THIRD (See Below)
 CO0576
 CO0576.The horizontal coordinates were scaled from a topographic map and have
 CO0576.an estimated accuracy of +/- 6 seconds.
 CO0576
 CO0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0576.The vertical order pertains to the NGVD 29 superseded value.
 CO0576
 CO0576.The geoid height was determined by GEOID03.
 CO0576
 CO0576;                    North         East    Units  Estimated Accuracy
 CO0576;SPC MS E     -   304,820.      312,850.      MT  (+/- 180 meters Scaled)
 CO0576
 CO0576                          SUPERSEDED SURVEY CONTROL
 CO0576
 CO0576  NGVD 29 (??/??/??)  173.60   (m)          569.6    (f) RESET       3  
 CO0576
 CO0576.Superseded values are not recommended for survey control.
 CO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0576.See file dsdata.txt to determine how the superseded data were derived.
 CO0576
 CO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA401693(NAD 83)
 CO0576_MARKER: DD = SURVEY DISK
 CO0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0576_SP_SET: CONCRETE POST
 CO0576_STAMPING: 45-11 RM-1 1961
 CO0576_MARK LOGO: MSHD  
 CO0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0576+STABILITY: SURFACE MOTION
 CO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0576+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1990
 CO0576
 CO0576  HISTORY     - Date     Condition        Report By
 CO0576  HISTORY     - 1961     MONUMENTED       MSHD
 CO0576  HISTORY     - 19900328 GOOD             MSHD
 CO0576
 CO0576                          STATION DESCRIPTION
 CO0576
 CO0576'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0576'8.25 MI S FROM MERIDIAN.
 CO0576'THE MARK IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 32, T5N, R16E,
 CO0576'ABOUT 8 1/4 MILES SOUTH OF MERIDIAN, 15 1/2 MILES NORTH-NORTHWEST OF
 CO0576'QUITMAN, 1/2 MILE EAST OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED BY MR.
 CO0576'CLYDE ANDERSON.  THE MARK IS REACHED FROM THE JUNCTION OF U.S.
 CO0576'HIGHWAYS 80, 11 AND 45 AT THE SOUTH EDGE OF MERIDIAN BY GOING SOUTH ON
 CO0576'U.S. 45 FOR 8.2 MILES TO A BLACK TOP ROAD LEFT (0.2 MILE NORTH OF THE
 CO0576'NEW HOPE BAPTIST CHURCH ON THE LEFT), TURN LEFT AND FOLLOW THE BLACK
 CO0576'TOP ROAD SOUTHEASTERLY 0.65 MILE TO THE TOP OF A HILL, A STONE HOUSE
 CO0576'ON THE LEFT AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 CO0576'MSHD-USC AND GS BRONZE DISK STAMPED 45-11 RM 1 1961, SET IN THE TOP OF
 CO0576'AN 11-INCH SQUARE, CONCRETE POST PROJECTING 3 INCHES.  IT IS 31 FEET
 CO0576'SOUTH OF THE CENTER OF THE BLACK TOP ROAD, 10 FEET SOUTH OF A 6 FOOT
 CO0576'ROAD CUT AND 1.5 FEET NORTHWEST OF A TELEPHONE LINE POLE.
 CO0576
 CO0576                          STATION RECOVERY (1990)
 CO0576
 CO0576'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0576'MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH OF MERIDIAN ON THE
 CO0576'SOUTHWEST R.O.W. OF ANDERSON ROAD, 0.75 MI (1.21 KM) NORTH OF THE
 CO0576'CLARKE COUNTY LINE AND IS IN SECTION 32, T 5N, R 16E.
 CO0576'TO REACH FROM THE OLD HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO0576'BYPASS ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD HIGHWAY
 CO0576'45 FOR 4.5 MI (7.2 KM) TO AN ANGLING SIDE ROAD LEFT, TURN LEFT AND GO
 CO0576'SOUTHEAST ON ANDERSON ROAD FOR 0.5 MI (0.8 KM) TO A STONE HOUSE ON
 CO0576'THE LEFT AND THE MARK ON THE RIGHT.
 CO0576'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO0576'POST, FLUSH WITH THE GROUND, 27.5 FT (8.4 M) SOUTHWEST OF THE CENTER
 CO0576'OF ANDERSON ROAD, 22 FT (6.7 M) SOUTHEAST OF THE PROJECTED CENTER OF
 CO0576'A DRIVEWAY LEADING TO A STONE HOUSE, 8 FT (2.4 M) NORTHWEST OF A 12
 CO0576'INCH PINE, 5 FT (1.5 M) SOUTHWEST OF A FENCE AND 0.8 FT (0.2 M)
 CO0576'SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0577 ***********************************************************************
 CO0577  DESIGNATION -  45 11 RM 2
 CO0577  PID         -  CO0577
 CO0577  STATE/COUNTY-  MS/LAUDERDALE
 CO0577  USGS QUAD   -  SABLE (1983)
 CO0577
 CO0577                         *CURRENT SURVEY CONTROL
 CO0577  ___________________________________________________________________
 CO0577* NAD 83(1986)-  32 14 57.     (N)    088 41 49.     (W)     SCALED    
 CO0577* NAVD 88     -       173.36   (+/-2cm)     568.8    (feet)  VERTCON   
 CO0577  ___________________________________________________________________
 CO0577  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0577  VERT ORDER  -  THIRD (See Below)
 CO0577
 CO0577.The horizontal coordinates were scaled from a topographic map and have
 CO0577.an estimated accuracy of +/- 6 seconds.
 CO0577
 CO0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0577.The vertical order pertains to the NGVD 29 superseded value.
 CO0577
 CO0577.The geoid height was determined by GEOID03.
 CO0577
 CO0577;                    North         East    Units  Estimated Accuracy
 CO0577;SPC MS E     -   304,790.      312,850.      MT  (+/- 180 meters Scaled)
 CO0577
 CO0577                          SUPERSEDED SURVEY CONTROL
 CO0577
 CO0577  NGVD 29 (??/??/??)  173.36   (m)          568.8    (f) RESET       3  
 CO0577
 CO0577.Superseded values are not recommended for survey control.
 CO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0577.See file dsdata.txt to determine how the superseded data were derived.
 CO0577
 CO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA401693(NAD 83)
 CO0577_MARKER: DD = SURVEY DISK
 CO0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0577_SP_SET: CONCRETE POST
 CO0577_STAMPING: 45-11 RM-2 1961
 CO0577_MARK LOGO: MSHD  
 CO0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0577+STABILITY: SURFACE MOTION
 CO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0577+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1990
 CO0577
 CO0577  HISTORY     - Date     Condition        Report By
 CO0577  HISTORY     - 1961     MONUMENTED       MSHD
 CO0577  HISTORY     - 19900328 GOOD             MSHD
 CO0577
 CO0577                          STATION DESCRIPTION
 CO0577
 CO0577'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0577'8.25 MI S FROM MERIDIAN.
 CO0577'THE MARK IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 32, T5N, R16E,
 CO0577'ABOUT 8 1/4 MILES SOUTH OF MERIDIAN, 15 1/2 MILES NORTH-NORTHWEST OF
 CO0577'QUITMAN, 1/2 MILE EAST OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED BY MR.
 CO0577'CLYDE ANDERSON.  THE MARK IS REACHED FROM THE JUNCTION OF U.S.
 CO0577'HIGHWAYS 80, 11 AND 45 AT THE SOUTH EDGE OF MERIDIAN BY GOING SOUTH ON
 CO0577'U.S. 45 FOR 8.2 MILES TO A BLACK TOP SIDE ROAD LEFT (0.2 MILE NORTH OF
 CO0577'THE NEW HOPE BAPTIST CHURCH ON THE LEFT) TURN LEFT AND FOLLOW THE
 CO0577'BLACK TOP ROAD SOUTHEASTERLY 0.65 MILE TO THE TOP OF A HILL, A STONE
 CO0577'HOUSE ON THE LEFT, A FRAME HOUSE AND THE MARK ON THE RIGHT. THE MARK
 CO0577'IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED 45-11 RM 2 1961, SET
 CO0577'IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST 2 INCHES BELOW THE
 CO0577'GROUND SURFACE.  IT IS 69 FEET SOUTHWEST OF THE CENTER OF THE BLACK
 CO0577'TOP ROAD, 33 FEET SOUTHWEST OF THE CENTER OF A 36-INCH OAK TREE, 5
 CO0577'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 2 FEET NORTH
 CO0577'OF THE NORTHWEST CORNER OF A CHIMNEY ON THE WEST SIDE OF THE HOUSE.
 CO0577
 CO0577                          STATION RECOVERY (1990)
 CO0577
 CO0577'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0577'MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH OF MERIDIAN NEAR THE NORTH
 CO0577'CORNER OF THE RESIDENCE OF MR CLYDE ANDERSON, 0.75 MI (1.21 KM) NORTH
 CO0577'OF THE CLARKE COUNTY LINE AND IS IN SECTION 32, T 5N, R 16E.
 CO0577'TO REACH FROM THE OLD HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO0577'BYPASS 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD HIGHWAY 45
 CO0577'FOR 4.5 MI (7.2 KM) TO AN ANGLING SIDE ROAD LEFT, TURN LEFT AND GO
 CO0577'SOUTHEAST ON ANDERSON ROAD FOR 0.5 MI (0.8 KM) TO A FRAME HOUSE AND
 CO0577'THE MARK ON THE RIGHT.
 CO0577'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO0577'POST, 3 INCHES BELOW THE GROUND, 67.5 FT (20.6 M) SOUTHWEST OF THE
 CO0577'CENTER OF ANDERSON ROAD, 4.8 FT (1.5 M) WEST OF THE NORTH CORNER OF A
 CO0577'FRAME HOUSE, 2 FT (0.6 M) NORTHWEST OF THE NORTHWEST WALL OF THE
 CO0577'FRAME HOUSE AND 1.8 FT (0.5 M) NORTHEAST OF THE NORTH CORNER OF A
 CO0577'CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0590 ***********************************************************************
 CO0590  DESIGNATION -  45 12
 CO0590  PID         -  CO0590
 CO0590  STATE/COUNTY-  MS/LAUDERDALE
 CO0590  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0590
 CO0590                         *CURRENT SURVEY CONTROL
 CO0590  ___________________________________________________________________
 CO0590* NAD 83(1993)-  32 22 24.60232(N)    088 40 54.65138(W)     ADJUSTED  
 CO0590* NAVD 88     -       110.821  (meters)     363.59   (feet)  ADJUSTED  
 CO0590  ___________________________________________________________________
 CO0590  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CO0590  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO0590  DYNAMIC HT  -         110.691 (meters)     363.16  (feet)  COMP
 CO0590  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CO0590
 CO0590  HORZ ORDER  -  THIRD
 CO0590  VERT ORDER  -  SECOND    CLASS 0
 CO0590
 CO0590.The horizontal coordinates were established by classical geodetic methods
 CO0590.and adjusted by the National Geodetic Survey in May 1994.
 CO0590
 CO0590.The orthometric height was determined by differential leveling
 CO0590.and adjusted in June 1991.
 CO0590
 CO0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0590
 CO0590.The geoid height was determined by GEOID03.
 CO0590
 CO0590.The dynamic height is computed by dividing the NAVD 88
 CO0590.geopotential number by the normal gravity value computed on the
 CO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0590.degrees latitude (g = 980.6199 gals.).
 CO0590
 CO0590.The modeled gravity was interpolated from observed gravity values.
 CO0590
 CO0590;                    North         East     Units Scale Factor Converg.
 CO0590;SPC MS E     -   318,574.837   314,255.326   MT  0.99995250   +0 04 52.0
 CO0590;SPC MS E     - 1,045,190.94  1,031,019.35   sFT  0.99995250   +0 04 52.0
 CO0590;UTM  16      - 3,583,080.256   341,778.087   MT  0.99990872   -0 54 02.6
 CO0590
 CO0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0590!SPC MS E     -   0.99998699  x   0.99995250  =   0.99993949
 CO0590!UTM  16      -   0.99998699  x   0.99990872  =   0.99989571
 CO0590
 CO0590:                Primary Azimuth Mark                     Grid Az
 CO0590:SPC MS E     -  MERIDIAN LOOKOUT TOWER                   105 01 31.4
 CO0590:UTM  16      -  MERIDIAN LOOKOUT TOWER                   106 00 26.0
 CO0590
 CO0590|---------------------------------------------------------------------|
 CO0590| PID    Reference Object                     Distance      Geod. Az  |
 CO0590|                                                           dddmmss.s |
 CO0590| CO1227 MERIDIAN LOOKOUT TOWER              APPROX. 4.9 KM 1050623.4 |
 CO0590| CO0593 45 12 RM 1                           21.895 METERS 14537     |
 CO0590| CO1225 MERIDIAN ATT MICROWAVE RELAY TR KKO APPROX. 5.3 KM 1860826.7 |
 CO0590| CO0591 45 12 AZ MK                                        2345313.9 |
 CO0590| CO1233 MERIDIAN THREEFOOT BUILDING CHIMNEY APPROX. 2.0 KM 2405318.1 |
 CO0590| CO0592 45 12 RM 2                           50.213 METERS 32432     |
 CO0590|---------------------------------------------------------------------|
 CO0590
 CO0590                          SUPERSEDED SURVEY CONTROL
 CO0590
 CO0590  NAD 83(1993)-  32 22 24.61392(N)    088 40 54.65263(W) AD(       ) 3
 CO0590  NAD 83(1986)-  32 22 24.61690(N)    088 40 54.65380(W) AD(       ) 3
 CO0590  NAD 27      -  32 22 24.10498(N)    088 40 54.49604(W) AD(       ) 3
 CO0590  NGVD 29 (??/??/92)  110.809  (m)          363.55   (f) ADJ UNCH    2 0
 CO0590
 CO0590.Superseded values are not recommended for survey control.
 CO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0590.See file dsdata.txt to determine how the superseded data were derived.
 CO0590
 CO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4177883080(NAD 83)
 CO0590_MARKER: DS = TRIANGULATION STATION DISK
 CO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0590_STAMPING: STA 45-12 1961
 CO0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0590+STABILITY: SURFACE MOTION
 CO0590
 CO0590  HISTORY     - Date     Condition        Report By
 CO0590  HISTORY     - 1961     MONUMENTED       MSHD
 CO0590  HISTORY     - 1961     GOOD             MSHD
 CO0590  HISTORY     - 1970     GOOD             USGS
 CO0590  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CO0590  HISTORY     - 19770301 GOOD             MSSU
 CO0590
 CO0590                          STATION DESCRIPTION
 CO0590
 CO0590'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO0590'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 CO0590'11, 45, AND 80 AND STATE HIGHWAY 19 AT THE SOUTHERN EDGE OF
 CO0590'MERIDIAN BY GOING NORTHEASTERLY ON U.S. 11, 45, AND 80 AND STATE
 CO0590'HIGHWAY 19 BYPASS 1.5 MILES TO A POINT WHERE 19 TURN RIGHT, 11
 CO0590'AND 80 CONTINUE STRAIGHT AHEAD AND 45 TURNS LEFT, TURN LEFT AND
 CO0590'FOLLOW 45 WEST AND NORTHWEST 0.55 MILE TO AN OVERPASS OVER THE
 CO0590'GULF.  MOBILE, AND OHIO RAILROAD, CONTINUE AHEAD 0.1 MILE TO THE
 CO0590'STATION ON THE LEFT IN THE HIGHWAY MEDIAN SEPARATING THE
 CO0590'NORTHEAST AND SOUTHWEST LANES.
 CO0590'
 CO0590'ALL MARKS ARE STANDARD MSHD-USC AND GS BRONZE DISKS SET IN
 CO0590'THE TOP OF A 12-INCH SQUARE, CONCRETE POSTS.
 CO0590'
 CO0590'THE STATION DISK IS STAMPED STA 45-12 1961 AND IS FLUSH WITH THE
 CO0590'GROUND.  IT IS 241 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CO0590'MEDIAN, 79 FEET NORTHWEST OF THE SOUTHEAST END OF THE MEDIAN, 16
 CO0590'FEET SOUTHEAST OF A POWER LINE POLE, 7 FEET NORTHEAST OF THE
 CO0590'SOUTHWEST EDGE OF THE MEDIAN AND 3 FEET SOUTHWEST OF THE
 CO0590'NORTHEAST EDGE OF THE MEDIAN.  THE UNDERGROUND DISK IS SET
 CO0590'IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE
 CO0590'GROUND SURFACE.
 CO0590'
 CO0590'REFERENCE MARK 1 IS STAMPED 45-12 RM 1 1961 AND IS FLUSH WITH
 CO0590'THE GROUND.  IT IS 7.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 CO0590'MEDIAN, 3.5 FEET SOUTHWEST OF THE MEDIAN NORTHWEST EDGE OF THE
 CO0590'MEDIAN, 3 FEET NORTHWEST OF THE SOUTHWEST EDGE OF THE MEDIAN AND
 CO0590'1.5 FEET NORTHWEST OF A SIGN KEEP OUT.
 CO0590'
 CO0590'REFERENCE MARK 2 IS STAMPED 45-12 RM 2 1961 AND IS FLUSH WITH
 CO0590'THE GROUND.  IT IS 76.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CO0590'MEDIAN, 14 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE MEDIAN AND 3
 CO0590'FEET NORTHEAST OF A POWER LINE POLE.
 CO0590'
 CO0590'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTHWEST
 CO0590'OF U.S. HIGHWAY 45 BUSINESS ROUTE (TOWARDS TOWN) 0.2 MILE TO THE
 CO0590'MARK ON THE LEFT.
 CO0590'
 CO0590'THE AZIMUTH MARK IS STAMPED 45-12 AZ 1961 AND PROJECTS 4 INCHES.
 CO0590'IT IS 169 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH OF GOD
 CO0590'OF PROPHECY, 36.5 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 CO0590'1.5 FEET SOUTHWEST OF A POWER LINE POLE AND 2 FEET SOUTH OF A
 CO0590'METAL WITNESS POST.
 CO0590'
 CO0590'HEIGHT OF LIGHT ABOVE STATION 5.15 FT.
 CO0590
 CO0590                          STATION RECOVERY (1961)
 CO0590
 CO0590'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0590'1.0 MI NE FROM MERIDIAN.
 CO0590'THE MARK IS LOCATED ON THE SOUTH SIDE CENTER OF SECTION 8, T6N, R16E,
 CO0590'ABOUT 1.0 MILE NORTHEAST OF MERIDIAN, ON U.S. HIGHWAY 45 BYPASS AND ON
 CO0590'STATE HIGHWAY DEPARTMENT PROPERTY.  THE MARK IS REACHED FROM THE
 CO0590'JUNCTION OF U.S. HIGHWAYS 11, 45 AND 80 AND STATE HIGHWAY 19 AT THE
 CO0590'SOUTHERN EDGE OF MERIDIAN BY GOING NORTHEASTERLY ON U.S. 11, 45 AND 80
 CO0590'AND STATE 19 BYPASS 1.5 MILES TO A POINT WHERE 19 TURNS RIGHT, 11 AND
 CO0590'80 CONTINUE STRAIGHT AHEAD AND 45 TURNS LEFT, TURN LEFT AND FOLLOW 45
 CO0590'WEST AND NORTHWEST 0.55 MILE TO AN OVERPASS OVER THE GULF, MOBILE AND
 CO0590'OHIO RAILROAD, CONTINUE AHEAD 0.1 MILE TO THE MARK ON THE LEFT LOCATED
 CO0590'IN THE MEDIAN SEPARATING THE NORTHEAST AND SOUTHWEST LANES OF THE
 CO0590'HIGHWAY.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK SET IN
 CO0590'THE TOP OF A 12-INCH SQUARE CONCRETE POST, STAMPED STA 45-12 1961 AND
 CO0590'IS FLUSH WITH THE GROUND.  IT IS 241 FEET SOUTHEAST OF THE NORTHWEST
 CO0590'END OF THE MEDIAN, 79 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 CO0590'MEDIAN, 16 FEET SOUTHEAST OF A POWERLINE POLE, 7 FEET NORTHEAST OF THE
 CO0590'SOUTHWEST EDGE OF THE MEDIAN AND 3 FEET SOUTHWEST OF THE NORTHEAST
 CO0590'EDGE OF THE MEDIAN.  A METAL WITNESS SIGN WAS ATTACHED TO THE
 CO0590'POWERLINE POLE.
 CO0590
 CO0590                          STATION RECOVERY (1970)
 CO0590
 CO0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CO0590'AZIMUTH MARK REPORTED DESTROYED BY NEW CONSTRUCTION.
 CO0590'
 CO0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.0 MILE
 CO0590'NE OF MERIDIAN ON HWY 45.
 CO0590
 CO0590                          STATION RECOVERY (1971)
 CO0590
 CO0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CO0590'THE STATION WAS VISITED 11-2-71 AND THE STATION SURFACE MARK WAS
 CO0590'FOUND DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.
 CO0590'A NEW SURFACE MARK WAS SET OVER THE CENTER OF THE UNDERGROUND
 CO0590'MARK.  R.M. NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CO0590'AZIMUTH MARK WAS REPORTED DESTROYED PRIOR TO THIS DATE.  THE
 CO0590'AREA AROUND THE STATION IS NOW PLANTED IN GROUND CEDAR.  THE
 CO0590'STATION IS IN THE MEDIAN OF U.S. HIGHWAY 45 HEADING SOUTHEAST
 CO0590'FROM ITS INTERSECTION WITH BUSINESS 45.  A NEW DESCRIPTION
 CO0590'FOLLOWS.
 CO0590'
 CO0590'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF MERIDIAN IN THE
 CO0590'MEDIAN OF U.S. HIGHWAY 45, 276 FEET SOUTHEAST OF THE INTERSECTION
 CO0590'OF CENTER LINES OF BUSINESS 45 AND U.S. HIGHWAY 45, 313 FEET NORTH
 CO0590'OF THE CENTER LINE OF THE NORTH END OF THE OVERPASS OVER THE GULF,
 CO0590'MOBILE AND OHIO RAILROAD, 241 FEET SOUTHEAST OF THE NORTHWEST END
 CO0590'OF THE MEDIAN, 79 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 CO0590'MEDIAN, 16 FEET SOUTHEAST OF A POWER POLE WITH TWO STREET LIGHTS, 7
 CO0590'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE MEDIAN, 3 FEET
 CO0590'SOUTHWEST OF THE NORTHEAST EDGE OF THE MEDIAN, 17 FEET SOUTHWEST OF
 CO0590'THE CENTER LINE OF THE NORTHEAST LANE OF TRAFFIC, 17 FEET NORTHEAST
 CO0590'OF THE SOUTHWEST LANE OF TRAFFIC.  IT IS A USC AND GS AND MSDH DISK
 CO0590'STAMPED 45-12 1961 1971, PROJECTING 2 INCHES.
 CO0590'
 CO0590'REFERENCE MARK NO. 1 IS 71.83 FEET SOUTHEAST OF THE STATION,
 CO0590'242 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH END OF THE
 CO0590'OVERPASS, 7.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE MEDIAN,
 CO0590'3.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE MEDIAN, 3
 CO0590'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE MEDIAN, 17 FEET
 CO0590'SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LANE OF TRAFFIC.
 CO0590'IT IS A USC AND GS AND MSDH REFERENCE MARK DISK STAMPED 45-12
 CO0590'R.M. 1 1961, FLUSH WITH THE GROUND.
 CO0590'
 CO0590'REFERENCE MARK NO. 2 IS 164.74 FEET NORTHWEST OF THE STATION,
 CO0590'76.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE MEDIAN, 3 FEET
 CO0590'NORTHEAST OF A POWER POLE WITH TWO STREET LIGHTS, 14 FEET
 CO0590'NORTHEAST OF THE SOUTHWEST EDGE OF THE MEDIAN, 7 FEET SOUTHWEST
 CO0590'OF A NORTHEAST EDGE OF THE MEDIAN, IT IS A USC AND GS AND MSDH
 CO0590'REFERENCE MARK DISK STAMPED 45-12 R.M. 2 1961, FLUSH WITH THE
 CO0590'GROUND.
 CO0590'
 CO0590'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN, GO NORTH
 CO0590'ON U.S. HIGHWAY 45 BUSINESS ROUTE FOR 0.3 MILES TO 14TH STREET,
 CO0590'TURN RIGHT AND GO EAST ON U.S. HIGHWAY BUSINESS ROUTE FOR 1.1
 CO0590'MILE TO U.S. HIGHWAY 45, TURN RIGHT AND GO 276 FEET TO THE MARK
 CO0590'ON THE LEFT.
 CO0590'
 CO0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1.1 MILES EAST.
 CO0590
 CO0590                          STATION RECOVERY (1977)
 CO0590
 CO0590'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 CO0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1138 ***********************************************************************
 CO1138  DESIGNATION -  45 12 RESET
 CO1138  PID         -  CO1138
 CO1138  STATE/COUNTY-  MS/LAUDERDALE
 CO1138  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1138
 CO1138                         *CURRENT SURVEY CONTROL
 CO1138  ___________________________________________________________________
 CO1138* NAD 83(1986)-  32 22 26.     (N)    088 40 55.     (W)     SCALED    
 CO1138* NAVD 88     -       110.916  (meters)     363.90   (feet)  ADJUSTED  
 CO1138  ___________________________________________________________________
 CO1138  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO1138  DYNAMIC HT  -         110.786 (meters)     363.47  (feet)  COMP
 CO1138  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CO1138
 CO1138  VERT ORDER  -  FIRST     CLASS II
 CO1138
 CO1138.The horizontal coordinates were scaled from a topographic map and have
 CO1138.an estimated accuracy of +/- 6 seconds.
 CO1138
 CO1138.The orthometric height was determined by differential leveling
 CO1138.and adjusted in June 1991.
 CO1138
 CO1138.The geoid height was determined by GEOID03.
 CO1138
 CO1138.The dynamic height is computed by dividing the NAVD 88
 CO1138.geopotential number by the normal gravity value computed on the
 CO1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1138.degrees latitude (g = 980.6199 gals.).
 CO1138
 CO1138.The modeled gravity was interpolated from observed gravity values.
 CO1138
 CO1138;                    North         East    Units  Estimated Accuracy
 CO1138;SPC MS E     -   318,620.      314,250.      MT  (+/- 180 meters Scaled)
 CO1138
 CO1138                          SUPERSEDED SURVEY CONTROL
 CO1138
 CO1138.No superseded survey control is available for this station.
 CO1138
 CO1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA417831(NAD 83)
 CO1138_MARKER: DD = SURVEY DISK
 CO1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1138_SP_SET: CONCRETE POST
 CO1138_STAMPING: STA 45-12 1961 1971
 CO1138_MARK LOGO: MSHD  
 CO1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1138+STABILITY: SURFACE MOTION
 CO1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1138+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 CO1138
 CO1138  HISTORY     - Date     Condition        Report By
 CO1138  HISTORY     - 1971     MONUMENTED       MSGS
 CO1138  HISTORY     - 19900410 SEE DESCRIPTION  MSHD
 CO1138
 CO1138                          STATION DESCRIPTION
 CO1138
 CO1138'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1138'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE LOCAL HIGHWAY DEPARTMENT
 CO1138'IN CHARGE OF CONSTRUCTION STATED THAT THE MARK WAS DESTROYED WHEN THE
 CO1138'WHOLE INTERSECTION WAS RECONSTRUCTED. THE UNDERGROUND MARK IS
 CO1138'PROBABLY STILL GOOD BUT WOULD BE COVERED WITH 6 INCHES OF ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0593 ***********************************************************************
 CO0593  DESIGNATION -  45 12 RM 1
 CO0593  PID         -  CO0593
 CO0593  STATE/COUNTY-  MS/LAUDERDALE
 CO0593  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0593
 CO0593                         *CURRENT SURVEY CONTROL
 CO0593  ___________________________________________________________________
 CO0593* NAD 83(1986)-  32 22 25.     (N)    088 40 53.     (W)     SCALED    
 CO0593* NAVD 88     -       111.085  (meters)     364.45   (feet)  ADJUSTED  
 CO0593  ___________________________________________________________________
 CO0593  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO0593  DYNAMIC HT  -         110.954 (meters)     364.02  (feet)  COMP
 CO0593  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CO0593
 CO0593  VERT ORDER  -  FIRST     CLASS II
 CO0593
 CO0593.The horizontal coordinates were scaled from a topographic map and have
 CO0593.an estimated accuracy of +/- 6 seconds.
 CO0593
 CO0593.The orthometric height was determined by differential leveling
 CO0593.and adjusted in June 1991.
 CO0593
 CO0593.The geoid height was determined by GEOID03.
 CO0593
 CO0593.The dynamic height is computed by dividing the NAVD 88
 CO0593.geopotential number by the normal gravity value computed on the
 CO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0593.degrees latitude (g = 980.6199 gals.).
 CO0593
 CO0593.The modeled gravity was interpolated from observed gravity values.
 CO0593
 CO0593;                    North         East    Units  Estimated Accuracy
 CO0593;SPC MS E     -   318,590.      314,300.      MT  (+/- 180 meters Scaled)
 CO0593
 CO0593                          SUPERSEDED SURVEY CONTROL
 CO0593
 CO0593  NGVD 29 (??/??/92)  111.080  (m)          364.44   (f) ADJ UNCH    1 2
 CO0593
 CO0593.Superseded values are not recommended for survey control.
 CO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0593.See file dsdata.txt to determine how the superseded data were derived.
 CO0593
 CO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA418830(NAD 83)
 CO0593_MARKER: DD = SURVEY DISK
 CO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0593_SP_SET: CONCRETE POST
 CO0593_STAMPING: 45-12 RM 1 1961
 CO0593_MARK LOGO: MSHD  
 CO0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0593+STABILITY: SURFACE MOTION
 CO0593
 CO0593  HISTORY     - Date     Condition        Report By
 CO0593  HISTORY     - 1961     MONUMENTED       MSHD
 CO0593  HISTORY     - 1975     GOOD             NGS
 CO0593  HISTORY     - 1983     GOOD             NGS
 CO0593  HISTORY     - 19900410 SEE DESCRIPTION  MSHD
 CO0593
 CO0593                          STATION DESCRIPTION
 CO0593
 CO0593'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0593'1.0 MI NE FROM MERIDIAN.
 CO0593'THE MARK IS LOCATED ON THE SOUTH SIDE CENTER OF SECTION 8, T6N, R16E,
 CO0593'ABOUT 1.0 MILE NORTHEAST OF MERIDIAN, ON U.S. HIGHWAY 45 BYPASS AND ON
 CO0593'STATE HIGHWAY DEPARTMENT PROPERTY.  THE MARK IS REACHED FROM THE
 CO0593'JUNCTION OF U.S. HIGHWAYS 11, 45 AND 80 AND STATE HIGHWAY 19 AT THE
 CO0593'SOUTHERN EDGE OF MERIDIAN BY GOING NORTHEASTERLY ON U.S. 11, 45 AND 80
 CO0593'AND STATE 19 BYPASS 1.5 MILES TO A POINT WHERE 19 TURNS RIGHT, 11 AND
 CO0593'80 CONTINUE STRAIGHT AHEAD AND 45 TURNS LEFT, TURN LEFT AND FOLLOW 45
 CO0593'WEST AND NORTHWEST 0.55 MILE TO AN OVERPASS OVER THE GULF, MOBILE AND
 CO0593'OHIO RAILROAD, CONTINUE 0.1 MILE TO THE MARK ON THE LEFT LOCATED IN
 CO0593'THE MEDIAN SEPARATING THE NORTHEAST AND SOUTHWEST LANES OF THE
 CO0593'HIGHWAY.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 CO0593'45-12 RM 1 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CO0593'FLUSH WITH THE GROUND SURFACE.  IT IS 7.5 FEET NORTHWEST OF THE
 CO0593'SOUTHEAST END OF THE MEDIAN, 3.5 FEET SOUTHWEST OF THE NORTHEAST EDGE
 CO0593'OF THE MEDIAN, 3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE MEDIAN
 CO0593'AND 1.5 FEET NORTHWEST OF A SIGN KEEP RIGHT.
 CO0593
 CO0593                          STATION RECOVERY (1975)
 CO0593
 CO0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CO0593'RECOVERED IN GOOD CONDITION.
 CO0593
 CO0593                          STATION RECOVERY (1983)
 CO0593
 CO0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0593'RECOVERED IN GOOD CONDITION.
 CO0593
 CO0593                          STATION RECOVERY (1990)
 CO0593
 CO0593'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0593'THE LOCAL HIGHWAY DEPARTMENT STATED THAT THE MARK WAS DESTROYED WHEN
 CO0593'THE MEDIAN WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0592 ***********************************************************************
 CO0592  DESIGNATION -  45 12 RM 2
 CO0592  PID         -  CO0592
 CO0592  STATE/COUNTY-  MS/LAUDERDALE
 CO0592  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0592
 CO0592                         *CURRENT SURVEY CONTROL
 CO0592  ___________________________________________________________________
 CO0592* NAD 83(1986)-  32 22 26.     (N)    088 40 53.     (W)     SCALED    
 CO0592* NAVD 88     -       109.917  (meters)     360.62   (feet)  ADJUSTED  
 CO0592  ___________________________________________________________________
 CO0592  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO0592  DYNAMIC HT  -         109.787 (meters)     360.19  (feet)  COMP
 CO0592  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CO0592
 CO0592  VERT ORDER  -  FIRST     CLASS II
 CO0592
 CO0592.The horizontal coordinates were scaled from a topographic map and have
 CO0592.an estimated accuracy of +/- 6 seconds.
 CO0592
 CO0592.The orthometric height was determined by differential leveling
 CO0592.and adjusted in June 1991.
 CO0592
 CO0592.The geoid height was determined by GEOID03.
 CO0592
 CO0592.The dynamic height is computed by dividing the NAVD 88
 CO0592.geopotential number by the normal gravity value computed on the
 CO0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0592.degrees latitude (g = 980.6199 gals.).
 CO0592
 CO0592.The modeled gravity was interpolated from observed gravity values.
 CO0592
 CO0592;                    North         East    Units  Estimated Accuracy
 CO0592;SPC MS E     -   318,620.      314,300.      MT  (+/- 180 meters Scaled)
 CO0592
 CO0592                          SUPERSEDED SURVEY CONTROL
 CO0592
 CO0592  NGVD 29 (??/??/92)  109.906  (m)          360.58   (f) ADJ UNCH    1 2
 CO0592
 CO0592.Superseded values are not recommended for survey control.
 CO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0592.See file dsdata.txt to determine how the superseded data were derived.
 CO0592
 CO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA418831(NAD 83)
 CO0592_MARKER: DD = SURVEY DISK
 CO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0592_SP_SET: CONCRETE POST
 CO0592_STAMPING: 45-12 RM 2 1961
 CO0592_MARK LOGO: MSHD  
 CO0592_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0592+STABILITY: SURFACE MOTION
 CO0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0592+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 CO0592
 CO0592  HISTORY     - Date     Condition        Report By
 CO0592  HISTORY     - 1961     MONUMENTED       MSHD
 CO0592  HISTORY     - 1975     GOOD             NGS
 CO0592  HISTORY     - 1983     GOOD             NGS
 CO0592  HISTORY     - 19900410 SEE DESCRIPTION  MSHD
 CO0592
 CO0592                          STATION DESCRIPTION
 CO0592
 CO0592'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0592'1.0 MI NE FROM MERIDIAN.
 CO0592'THE MARK IS LOCATED ON THE SOUTH SIDE CENTER OF SECTION 8, T6N, R16E,
 CO0592'ABOUT 1.0 MILE NORTHEAST OF MERIDIAN, ON U.S. HIGHWAY 45 BYPASS AND ON
 CO0592'STATE HIGHWAY DEPARTMENT PROPERTY.  THE MARK IS REACHED FROM THE
 CO0592'JUNCTION OF U.S. HIGHWAYS 11, 45 AND 80 AND STATE HIGHWAY 19 AT THE
 CO0592'SOUTHERN EDGE OF MERIDIAN BY GOING NORTHEASTERLY ON U.S. 11, 45 AND 80
 CO0592'AND STATE 19 BYPASS 1.5 MILES TO A POINT WHERE 19 TURNS RIGHT, 11 AND
 CO0592'80 CONTINUE STRAIGHT AHEAD AND 45 TURNS LEFT, TURN LEFT AND FOLLOW 45
 CO0592'WEST AND NORTHWEST 0.55 MILE TO AN OVERPASS OVER THE GULF, MOBILE AND
 CO0592'OHIO RAILROAD, CONTINUE AHEAD 0.1 MILE TO THE MARK ON THE LEFT LOCATED
 CO0592'IN THE MEDIAN SEPARATING THE NORTHEAST AND SOUTHWEST LANES OF THE
 CO0592'HIGHWAY.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 CO0592'45-12 RM 2 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CO0592'FLUSH WITH THE GROUND SURFACE.  IT IS 76.5 FEET SOUTHEAST OF THE
 CO0592'NORTHWEST END OF THE MEDIAN, 14 FEET NORTHEAST OF THE SOUTHWEST EDGE
 CO0592'OF THE MEDIAN AND 3 FEET NORTHEAST OF A POWERLINE POLE.
 CO0592
 CO0592                          STATION RECOVERY (1975)
 CO0592
 CO0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CO0592'RECOVERED IN GOOD CONDITION.
 CO0592
 CO0592                          STATION RECOVERY (1983)
 CO0592
 CO0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0592'RECOVERED IN GOOD CONDITION.
 CO0592
 CO0592                          STATION RECOVERY (1990)
 CO0592
 CO0592'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0592'THE LOCAL HIGHWAY DEPARTMENT STATED THAT THE MARK WAS DESTROYED WHEN
 CO0592'THE MEDIAN WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0598 ***********************************************************************
 CO0598  DESIGNATION -  45 13
 CO0598  PID         -  CO0598
 CO0598  STATE/COUNTY-  MS/LAUDERDALE
 CO0598  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0598
 CO0598                         *CURRENT SURVEY CONTROL
 CO0598  ___________________________________________________________________
 CO0598* NAD 83(1993)-  32 25 19.56298(N)    088 38 57.83643(W)     ADJUSTED  
 CO0598* NAVD 88     -       117.288  (meters)     384.80   (feet)  ADJUSTED  
 CO0598  ___________________________________________________________________
 CO0598  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CO0598  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CO0598  DYNAMIC HT  -         117.150 (meters)     384.35  (feet)  COMP
 CO0598  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CO0598
 CO0598  HORZ ORDER  -  THIRD
 CO0598  VERT ORDER  -  SECOND    CLASS 0
 CO0598
 CO0598.The horizontal coordinates were established by classical geodetic methods
 CO0598.and adjusted by the National Geodetic Survey in May 1994.
 CO0598
 CO0598.The orthometric height was determined by differential leveling
 CO0598.and adjusted in June 1991.
 CO0598
 CO0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0598
 CO0598.The geoid height was determined by GEOID03.
 CO0598
 CO0598.The dynamic height is computed by dividing the NAVD 88
 CO0598.geopotential number by the normal gravity value computed on the
 CO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0598.degrees latitude (g = 980.6199 gals.).
 CO0598
 CO0598.The modeled gravity was interpolated from observed gravity values.
 CO0598
 CO0598;                    North         East     Units Scale Factor Converg.
 CO0598;SPC MS E     -   323,968.824   317,299.584   MT  0.99995369   +0 05 55.0
 CO0598;SPC MS E     - 1,062,887.72  1,041,007.05   sFT  0.99995369   +0 05 55.0
 CO0598;UTM  16      - 3,588,420.982   344,914.228   MT  0.99989660   -0 53 04.2
 CO0598
 CO0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0598!SPC MS E     -   0.99998600  x   0.99995369  =   0.99993969
 CO0598!UTM  16      -   0.99998600  x   0.99989660  =   0.99988260
 CO0598
 CO0598:                Primary Azimuth Mark                     Grid Az
 CO0598:SPC MS E     -  GOOD RESET                               070 08 59.4
 CO0598:UTM  16      -  GOOD RESET                               071 07 58.6
 CO0598
 CO0598|---------------------------------------------------------------------|
 CO0598| PID    Reference Object                     Distance      Geod. Az  |
 CO0598|                                                           dddmmss.s |
 CO0598| CO1213 GOOD RESET                          APPROX. 4.1 KM 0701454.4 |
 CO0598| CO0600 45 13 RM 2                           13.036 METERS 14119     |
 CO0598| CO0601 45 13 AZ MK                                        1452129.3 |
 CO0598| CO0599 45 13 RM 1                           14.518 METERS 22954     |
 CO0598|---------------------------------------------------------------------|
 CO0598
 CO0598                          SUPERSEDED SURVEY CONTROL
 CO0598
 CO0598  NAD 83(1993)-  32 25 19.57301(N)    088 38 57.83779(W) AD(       ) 3
 CO0598  NAD 83(1986)-  32 25 19.57572(N)    088 38 57.83966(W) AD(       ) 3
 CO0598  NAD 27      -  32 25 19.06697(N)    088 38 57.68768(W) AD(       ) 3
 CO0598  NGVD 29 (??/??/92)  117.274  (m)          384.76   (f) ADJ UNCH    2 0
 CO0598
 CO0598.Superseded values are not recommended for survey control.
 CO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0598.See file dsdata.txt to determine how the superseded data were derived.
 CO0598
 CO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4491488421(NAD 83)
 CO0598_MARKER: DD = SURVEY DISK
 CO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0598_SP_SET: CONCRETE POST
 CO0598_STAMPING: STA 45-13 1964
 CO0598_MARK LOGO: MSHD  
 CO0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0598+STABILITY: SURFACE MOTION
 CO0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0598+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO0598
 CO0598  HISTORY     - Date     Condition        Report By
 CO0598  HISTORY     - 1964     MONUMENTED       MSHD
 CO0598  HISTORY     - 1964     GOOD             MSHD
 CO0598  HISTORY     - 19900403 SEE DESCRIPTION  MSHD
 CO0598
 CO0598                          STATION DESCRIPTION
 CO0598
 CO0598'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0598'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF MERIDIAN, ON
 CO0598'U.S. HIGHWAY 45, IN THE VILLAGE OF MARION, AT THE INTERSECTION
 CO0598'OF U.S. 45 AND CEMETERY ROAD, 0.15 MILE NORTHEAST OF THE POST
 CO0598'OFFICE, 0.15 MILE NORTHWEST OF THE MARION BAPTIST CHURCH NEAR THE
 CO0598'CENTER OF SECTION 27, T7N-R16E AND ON HIGHWAY RIGHT-OF-WAY.
 CO0598'
 CO0598'ALL MARKS ARE STANDARD MSHD-USC AND GS BRONZE DISKS SET IN THE
 CO0598'TOP OF 12-INCH, SQUARE, CONCRETE POSTS.
 CO0598'
 CO0598'THE STATION IS 67 FEET EAST OF THE CENTER LINE OF U.S. 45, 58 FEET
 CO0598'SOUTH OF THE CENTER OF CEMETERY ROAD, 40 FEET NORTHWEST OF A FENCE
 CO0598'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE SURFACE AND
 CO0598'UNDERGROUND DISKS ARE STAMPED STA 45-13 1964 AND THE SURFACE MARK
 CO0598'IS FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 CO0598'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CO0598'A METAL WITNESS POST WAS SET 1.0 FOOT NORTHWEST OF THE MARK.
 CO0598'
 CO0598'R.M. 1 IS 54 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16
 CO0598'FEET NORTHEAST OF A FENCE CORNER POST, 12 FEET NORTHWEST OF A
 CO0598'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CO0598'45-13 RM 1 1964.
 CO0598'
 CO0598'R.M. 2 IS 51 FEET SOUTH OF THE CENTER OF CEMETERY ROAD, 34 FEET
 CO0598'SOUTHWEST OF A FENCE CORNER POST, 4 FEET NORTHWEST OF A FENCE.
 CO0598'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED 45-13 RM 2
 CO0598'1964.
 CO0598'
 CO0598'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG
 CO0598'CEMETERY ROAD 0.15 TO THE MARION BAPTIST CHURCH AND THE MARK ON
 CO0598'THE RIGHT AS DESCRIBED.
 CO0598'
 CO0598'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST CORNER OF THE
 CO0598'CHURCH PROPERTY, 118 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CO0598'CHURCH, 71 FEET WEST OF A STREET INTERSECTON, 14 FEET SOUTHWEST OF
 CO0598'A FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE AND 2 FEET SOUTHWEST
 CO0598'OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 CO0598'IS STAMPED 45-13 AZ 1964.
 CO0598'
 CO0598'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
 CO0598
 CO0598                          STATION RECOVERY (1964)
 CO0598
 CO0598'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0598'5.0 MI N FROM MERIDIAN.
 CO0598'5.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM MERIDIAN.  ABOUT 0.15 MILE
 CO0598'NORTHEAST OF THE POST OFFICE AT MARION, AT THE INTERSECTION OF U.S.
 CO0598'HIGHWAY 40 AND CEMETERY ROAD.  67 FEET EAST OF THE CENTERLINE OF U.S.
 CO0598'45, 58 FEET SOUTH OF THE CENTER OF CEMETERY ROAD, 40 FEET NORTHWEST OF
 CO0598'A FENCE AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE SURFACE
 CO0598'AND UNDERGROUND DISKS ARE STAMPED STA 45-13 1964 AND THE SURFACE MARK
 CO0598'IS FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CO0598'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE. A METAL WITNESS
 CO0598'POST WAS SET 1.0 FOOT NORTHWEST OF THE MARK.
 CO0598
 CO0598                          STATION RECOVERY (1990)
 CO0598
 CO0598'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0598'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. A SUPER STORE HAS BEEN BUILT
 CO0598'ON THE SITE SO THE MARK WAS PROBABLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0601 ***********************************************************************
 CO0601  DESIGNATION -  45 13 AZ MK
 CO0601  PID         -  CO0601
 CO0601  STATE/COUNTY-  MS/LAUDERDALE
 CO0601  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0601
 CO0601                         *CURRENT SURVEY CONTROL
 CO0601  ___________________________________________________________________
 CO0601* NAD 83(1986)-  32 25 14.     (N)    088 38 54.     (W)     SCALED    
 CO0601* NAVD 88     -       115.418  (meters)     378.67   (feet)  ADJUSTED  
 CO0601  ___________________________________________________________________
 CO0601  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CO0601  DYNAMIC HT  -         115.282 (meters)     378.22  (feet)  COMP
 CO0601  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CO0601
 CO0601  VERT ORDER  -  FIRST     CLASS II
 CO0601
 CO0601.The horizontal coordinates were scaled from a topographic map and have
 CO0601.an estimated accuracy of +/- 6 seconds.
 CO0601
 CO0601.The orthometric height was determined by differential leveling
 CO0601.and adjusted in June 1991.
 CO0601
 CO0601.The geoid height was determined by GEOID03.
 CO0601
 CO0601.The dynamic height is computed by dividing the NAVD 88
 CO0601.geopotential number by the normal gravity value computed on the
 CO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0601.degrees latitude (g = 980.6199 gals.).
 CO0601
 CO0601.The modeled gravity was interpolated from observed gravity values.
 CO0601
 CO0601;                    North         East    Units  Estimated Accuracy
 CO0601;SPC MS E     -   323,800.      317,400.      MT  (+/- 180 meters Scaled)
 CO0601
 CO0601                          SUPERSEDED SURVEY CONTROL
 CO0601
 CO0601  NGVD 29 (??/??/92)  115.405  (m)          378.62   (f) ADJ UNCH    1 2
 CO0601
 CO0601.Superseded values are not recommended for survey control.
 CO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0601.See file dsdata.txt to determine how the superseded data were derived.
 CO0601
 CO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA450882(NAD 83)
 CO0601_MARKER: DD = SURVEY DISK
 CO0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0601_SP_SET: CONCRETE POST
 CO0601_STAMPING: 45-13 AZI 1964
 CO0601_MARK LOGO: MSHD  
 CO0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0601+STABILITY: SURFACE MOTION
 CO0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0601+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO0601
 CO0601  HISTORY     - Date     Condition        Report By
 CO0601  HISTORY     - 1964     MONUMENTED       MSHD
 CO0601  HISTORY     - 1984     GOOD             NGS
 CO0601  HISTORY     - 19900403 GOOD             MSHD
 CO0601
 CO0601                          STATION DESCRIPTION
 CO0601
 CO0601'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0601'5.15 MI N FROM MERIDIAN.
 CO0601'5.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM MERIDIAN.  THENCE 0.15 MILE
 CO0601'SE ALONG CEMETERY ROAD, TO THE MARION BAPTIST CHURCH, SET ON THE NE
 CO0601'CORNER OF THE CHURCH PROPERTY.  118 FEET NORTHEAST OF THE NORTHEAST
 CO0601'CORNER OF THE CHURCH, 71 FEET WEST OF A STREET INTERSECTION, 14 FEET
 CO0601'SOUTHWEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE AND 2 FEET
 CO0601'SOUTHWEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE AND 2 FEET
 CO0601'SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 CO0601
 CO0601                          STATION RECOVERY (1984)
 CO0601
 CO0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CO0601'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.3 KM
 CO0601'(3.3 MI) NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0601'HIGHWAY 39 IN THE NORTHEAST SECTION OF MERIDIAN TO THE MARK ON THE
 CO0601'RIGHT, AT THE MARION BAPTIST CHURCH, 23.26 METERS (76.3 FT)
 CO0601'NORTH-NORTHWEST OF THE CENTER OF CLINTON STREET, 12.04 METERS
 CO0601'(39.5 FT) SOUTHWEST OF THE CENTER OF PONTA STREET, 35.97 METERS
 CO0601'(118.0 FT) NORTHEAST OF THE NORTHEASTERNMOST CORNER OF THE CHURCH,
 CO0601'0.58 METERS (1.9 FT) SOUTHEAST OF A FENCE LINE, AND 3.96 METERS
 CO0601'(13.0 FT) SOUTHWEST OF THE NORTHEAST CORNER FENCE POST.
 CO0601'THE MARK IS 0.67 METERS  SE FROM A WITNESS POST.
 CO0601'THE MARK IS 0.6 M ABOVE PONTA STREET.
 CO0601
 CO0601                          STATION RECOVERY (1990)
 CO0601
 CO0601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0601'MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF MERIDIAN ON THE
 CO0601'GROUNDS OF THE MARION BAPTIST CHURCH IN MARION AND IS IN SECTION 27,
 CO0601'T 7N, R 16E.
 CO0601'TO REACH FROM THE JUNCTION OF OLD HIGHWAY 45 AND STATE HIGHWAY 39 IN
 CO0601'MERIDIAN, GO NORTHEAST ON OLD HIGHWAY 45 FOR 3.3 MI (5.3 KM) TO THE
 CO0601'JUNCTION OF PONTA STREET, TURN RIGHT AND GO SOUTHEAST ON PONTA STREET
 CO0601'FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT.
 CO0601'MARK IS A MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 CO0601'POST, FLUSH WITH THE GROUND, 118 FT (36.0 M) NOFTHEAST OF THE
 CO0601'NORTHEAST CORNER OF THE CHURCH, 76 FT (23.2 M) NORTH NORTHWEST OF THE
 CO0601'CENTER OF CLIFTON STREET, 39.5 FT (12.0 M) SOUTHWEST OF THE CENTER OF
 CO0601'PONTA STREET, 13 FT (4.0 M) SOUTHWEST OF THE NORTHEAST CORNER OF A
 CO0601'FENCE, 2 FT (0.6 M) SOUTHWEST OF A METAL WITNESS POST AND 1.9 FT
 CO0601'(0.6 M) SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0599 ***********************************************************************
 CO0599  DESIGNATION -  45 13 RM 1
 CO0599  PID         -  CO0599
 CO0599  STATE/COUNTY-  MS/LAUDERDALE
 CO0599  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0599
 CO0599                         *CURRENT SURVEY CONTROL
 CO0599  ___________________________________________________________________
 CO0599* NAD 83(1986)-  32 25 19.     (N)    088 38 57.     (W)     SCALED    
 CO0599* NAVD 88     -       117.874  (meters)     386.72   (feet)  ADJUSTED  
 CO0599  ___________________________________________________________________
 CO0599  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CO0599  DYNAMIC HT  -         117.736 (meters)     386.27  (feet)  COMP
 CO0599  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CO0599
 CO0599  VERT ORDER  -  SECOND    CLASS 0
 CO0599
 CO0599.The horizontal coordinates were scaled from a topographic map and have
 CO0599.an estimated accuracy of +/- 6 seconds.
 CO0599
 CO0599.The orthometric height was determined by differential leveling
 CO0599.and adjusted in June 1991.
 CO0599
 CO0599.The geoid height was determined by GEOID03.
 CO0599
 CO0599.The dynamic height is computed by dividing the NAVD 88
 CO0599.geopotential number by the normal gravity value computed on the
 CO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0599.degrees latitude (g = 980.6199 gals.).
 CO0599
 CO0599.The modeled gravity was interpolated from observed gravity values.
 CO0599
 CO0599;                    North         East    Units  Estimated Accuracy
 CO0599;SPC MS E     -   323,950.      317,320.      MT  (+/- 180 meters Scaled)
 CO0599
 CO0599                          SUPERSEDED SURVEY CONTROL
 CO0599
 CO0599  NGVD 29 (??/??/92)  117.861  (m)          386.68   (f) ADJ UNCH    2 0
 CO0599
 CO0599.Superseded values are not recommended for survey control.
 CO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0599.See file dsdata.txt to determine how the superseded data were derived.
 CO0599
 CO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA449884(NAD 83)
 CO0599_MARKER: DD = SURVEY DISK
 CO0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0599_SP_SET: CONCRETE POST
 CO0599_STAMPING: 45-13 RM 1 1964
 CO0599_MARK LOGO: MSHD  
 CO0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0599+STABILITY: SURFACE MOTION
 CO0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0599+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO0599
 CO0599  HISTORY     - Date     Condition        Report By
 CO0599  HISTORY     - 1964     MONUMENTED       MSHD
 CO0599  HISTORY     - 19900403 SEE DESCRIPTION  MSHD
 CO0599
 CO0599                          STATION DESCRIPTION
 CO0599
 CO0599'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0599'5.0 MI N FROM MERIDIAN.
 CO0599'5.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM MERIDIAN.  ABOUT 0.15 MILE
 CO0599'NORTHEAST OF THE POST OFFICE AT MARION, AT THE INTERSECTION OF U.S.
 CO0599'HIGHWAY 40 AND CEMETERY ROAD.  54 FEET SOUTHEAST OF THE CENTERLINE OF
 CO0599'THE HIGHWAY, 16 FEET NORTHEAST OF A FENCE CORNER POST, 12 FEET
 CO0599'NORTHWEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 CO0599'STAMPED 45-13 RM 1 1964.
 CO0599
 CO0599                          STATION RECOVERY (1990)
 CO0599
 CO0599'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0599'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. A SUPER STORE HAS BEEN BUILT
 CO0599'ON THE SITE SO THE MARK WAS PROBABLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0600 ***********************************************************************
 CO0600  DESIGNATION -  45 13 RM 2
 CO0600  PID         -  CO0600
 CO0600  STATE/COUNTY-  MS/LAUDERDALE
 CO0600  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0600
 CO0600                         *CURRENT SURVEY CONTROL
 CO0600  ___________________________________________________________________
 CO0600* NAD 83(1986)-  32 25 19.     (N)    088 38 57.     (W)     SCALED    
 CO0600* NAVD 88     -       117.606  (meters)     385.85   (feet)  ADJUSTED  
 CO0600  ___________________________________________________________________
 CO0600  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CO0600  DYNAMIC HT  -         117.468 (meters)     385.39  (feet)  COMP
 CO0600  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CO0600
 CO0600  VERT ORDER  -  SECOND    CLASS 0
 CO0600
 CO0600.The horizontal coordinates were scaled from a topographic map and have
 CO0600.an estimated accuracy of +/- 6 seconds.
 CO0600
 CO0600.The orthometric height was determined by differential leveling
 CO0600.and adjusted in June 1991.
 CO0600
 CO0600.The geoid height was determined by GEOID03.
 CO0600
 CO0600.The dynamic height is computed by dividing the NAVD 88
 CO0600.geopotential number by the normal gravity value computed on the
 CO0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0600.degrees latitude (g = 980.6199 gals.).
 CO0600
 CO0600.The modeled gravity was interpolated from observed gravity values.
 CO0600
 CO0600;                    North         East    Units  Estimated Accuracy
 CO0600;SPC MS E     -   323,950.      317,320.      MT  (+/- 180 meters Scaled)
 CO0600
 CO0600                          SUPERSEDED SURVEY CONTROL
 CO0600
 CO0600  NGVD 29 (??/??/92)  117.593  (m)          385.80   (f) ADJ UNCH    2 0
 CO0600
 CO0600.Superseded values are not recommended for survey control.
 CO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0600.See file dsdata.txt to determine how the superseded data were derived.
 CO0600
 CO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA449884(NAD 83)
 CO0600_MARKER: DD = SURVEY DISK
 CO0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0600_SP_SET: CONCRETE POST
 CO0600_STAMPING: 45-13 RM 2 1964
 CO0600_MARK LOGO: MSHD  
 CO0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0600+STABILITY: SURFACE MOTION
 CO0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0600+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO0600
 CO0600  HISTORY     - Date     Condition        Report By
 CO0600  HISTORY     - 1964     MONUMENTED       MSHD
 CO0600  HISTORY     - 19900403 SEE DESCRIPTION  MSHD
 CO0600
 CO0600                          STATION DESCRIPTION
 CO0600
 CO0600'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0600'5.0 MI N FROM MERIDIAN.
 CO0600'5.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM MERIDIAN.  ABOUT 0.15 MILE
 CO0600'NORTHEAST OF THE POST OFFICE AT MARION, AT THE INTERSECTION OF U.S.
 CO0600'HIGHWAY 40 AND CEMETERY ROAD.  51 FEET SOUTH OF THE CENTER OF CEMETERY
 CO0600'ROAD, 34 FEET SOUTHWEST OF A FENCE CORNER POST, 4 FEET NORTHWEST OF A
 CO0600'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED 45-13 RM 2
 CO0600'1964.
 CO0600
 CO0600                          STATION RECOVERY (1990)
 CO0600
 CO0600'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0600'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. A SUPER STORE HAS BEEN BUILT
 CO0600'ON THE SITE SO THE MARK WAS PROBABLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1112 ***********************************************************************
 DJ1112  DESIGNATION -  45 14
 DJ1112  PID         -  DJ1112
 DJ1112  STATE/COUNTY-  MS/MONROE
 DJ1112  USGS QUAD   -  ABERDEEN (1992)
 DJ1112
 DJ1112                         *CURRENT SURVEY CONTROL
 DJ1112  ___________________________________________________________________
 DJ1112* NAD 83(1993)-  33 51 42.71195(N)    088 35 46.24846(W)     ADJUSTED  
 DJ1112* NAVD 88     -        79.933  (meters)     262.25   (feet)  ADJUSTED  
 DJ1112  ___________________________________________________________________
 DJ1112  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DJ1112  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1112  DYNAMIC HT  -          79.852 (meters)     261.98  (feet)  COMP
 DJ1112  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 DJ1112
 DJ1112  HORZ ORDER  -  THIRD
 DJ1112  VERT ORDER  -  SECOND    CLASS 0
 DJ1112
 DJ1112.The horizontal coordinates were established by classical geodetic methods
 DJ1112.and adjusted by the National Geodetic Survey in May 1994.
 DJ1112
 DJ1112.The orthometric height was determined by differential leveling
 DJ1112.and adjusted in June 1991.
 DJ1112
 DJ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1112
 DJ1112.The geoid height was determined by GEOID03.
 DJ1112
 DJ1112.The dynamic height is computed by dividing the NAVD 88
 DJ1112.geopotential number by the normal gravity value computed on the
 DJ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1112.degrees latitude (g = 980.6199 gals.).
 DJ1112
 DJ1112.The modeled gravity was interpolated from observed gravity values.
 DJ1112
 DJ1112;                    North         East     Units Scale Factor Converg.
 DJ1112;SPC MS E     -   483,651.133   321,943.675   MT  0.99995593   +0 07 55.7
 DJ1112;SPC MS E     - 1,586,778.76  1,056,243.54   sFT  0.99995593   +0 07 55.7
 DJ1112;UTM  16      - 3,747,986.080   352,350.754   MT  0.99986875   -0 53 22.3
 DJ1112
 DJ1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1112!SPC MS E     -   0.99999180  x   0.99995593  =   0.99994773
 DJ1112!UTM  16      -   0.99999180  x   0.99986875  =   0.99986055
 DJ1112
 DJ1112|---------------------------------------------------------------------|
 DJ1112| PID    Reference Object                     Distance      Geod. Az  |
 DJ1112|                                                           dddmmss.s |
 DJ1112| DJ1114 45 14 RM 1                           33.385 METERS 09408     |
 DJ1112| CF9271 45 14 RM 2                           14.289 METERS 18701     |
 DJ1112| DJ1904 TEXAS EAST TRANSM MICROWAVE         APPROX. 8.9 KM 2761207.8 |
 DJ1112| CF9874 45V 144                                            3582436.6 |
 DJ1112|---------------------------------------------------------------------|
 DJ1112
 DJ1112                          SUPERSEDED SURVEY CONTROL
 DJ1112
 DJ1112  NAD 83(1993)-  33 51 42.71931(N)    088 35 46.24683(W) AD(       ) 3
 DJ1112  NAD 83(1986)-  33 51 42.72090(N)    088 35 46.24723(W) AD(       ) 3
 DJ1112  NAD 27      -  33 51 42.30280(N)    088 35 46.08360(W) AD(       ) 3
 DJ1112  NGVD 29 (??/??/92)   79.882  (m)          262.08   (f) ADJ UNCH    2 0
 DJ1112
 DJ1112.Superseded values are not recommended for survey control.
 DJ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1112.See file dsdata.txt to determine how the superseded data were derived.
 DJ1112
 DJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5235147986(NAD 83)
 DJ1112_MARKER: DD = SURVEY DISK
 DJ1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1112_STAMPING: STA. 45-14 1964
 DJ1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1112+STABILITY: SURFACE MOTION
 DJ1112
 DJ1112  HISTORY     - Date     Condition        Report By
 DJ1112  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1112  HISTORY     - 1964     GOOD             MSHD
 DJ1112
 DJ1112                          STATION DESCRIPTION
 DJ1112
 DJ1112'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ1112'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ABERDEEN ON THE
 DJ1112'EAST SIDE OF AND ON RIGHT-OF-WAY OF U.S. HIGHWAY 45, ON THE
 DJ1112'APPROXIMATE EAST SIDE CENTER OF SECTION 18, T 14S, R7E.
 DJ1112'
 DJ1112'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ABERDEEN GO
 DJ1112'WEST AND NORTHWEST ON U.S. 45 FOR 4.3 MILES TO THE TOP OF A GRADE
 DJ1112'AND THE STATION ON THE LEFT.
 DJ1112'
 DJ1112'ALL MARKS ARE STANDARD BRONZE U.S.C. AND G.S. - MSHD DISKS SET IN
 DJ1112'THE TOP OF 12-INCH ROUND, CONCRETE POSTS.
 DJ1112'
 DJ1112'THE STATION DISKS ARE STAMPED STA 45-14 1964 AND THE SURFACE MARK
 DJ1112'IS FLUSH WITH THE GROUND.  IT IS 51 FEET WEST OF THE CENTERLINE OF
 DJ1112'THE HIGHWAY, 47 FEET NORTHEAST OF A T FENCE JUNCTION, 10.3 FEET
 DJ1112'EAST OF A FENCE, 10 FEET EAST OF TWO 12-INCH FENCE POSTS ABOUT 5
 DJ1112'FEET APART IN THE FENCE LINE AND ABOUT 4 FEET ABOVE THE LEVEL OF
 DJ1112'THE HIGHWAY.
 DJ1112'
 DJ1112'A METAL WITNESS POST WAS SET 2.3 FEET NORTH OF THE MARK.
 DJ1112'
 DJ1112'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 DJ1112'INCHES BELOW THE GROUND SURFACE.
 DJ1112'
 DJ1112'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK IS
 DJ1112'STAMPED 45-14 R.M. 1 1964.  IT IS 58.3 FEET WEST OF THE CENTERLINE
 DJ1112'OF THE HIGHWAY, 2 FEET EAST OF A FENCE, 2 FEET EAST OF A FENCE T
 DJ1112'JUNCTION ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A METAL
 DJ1112'WITNESS POST WAS SET NORTHEAST OF THE MARK.
 DJ1112'
 DJ1112'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DJ1112'45-14 R.M. 2 1964.  IT IS 107 FEET NORTHWEST OF A TELEPHONE LINE
 DJ1112'POLE, 58.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST
 DJ1112'OF A FENCE AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 DJ1112'METAL WITNESS POST WAS SET 2.1 FEET NORTHWEST OF THE MARK.
 DJ1112'
 DJ1112'AZIMUTH MARK (BM 45V-144) IS FLUSH WITH THE GROUND AND THE
 DJ1112'DISK IS STAMPED BM 45V-144 1964.  IT IS 99.2 FEET WEST OF THE
 DJ1112'CENTERLINE OF THE HIGHWAY, 79 FEET NORTHEAST OF A SMALL FRAME
 DJ1112'HOUSE, 23.3 FEET NORTH OF THE CENTER OF A DRIVEWAY, 10.0 FEET
 DJ1112'NORTH OF A FENCE CORNER POST, 1.0 FOOT EAST OF A FENCE AND ABOUT
 DJ1112'LEVEL WITH THE HIGHWAY.
 DJ1112'
 DJ1112'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. 45 FOR
 DJ1112'0.8 MILE TO THE MARK ON THE LEFT.
 DJ1112'
 DJ1112'HEIGHT OF LIGHT ABOVE STATION MARK 61.28 FEET.
 DJ1112
 DJ1112                          STATION RECOVERY (1964)
 DJ1112
 DJ1112'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1112'4.3 MI NW FROM ABERDEEN.
 DJ1112'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1112'NORTHWEST ON U. S. HIGHWAY 45 FOR 4.3 MILES TO THE TOP OF A HILL AND
 DJ1112'THE STATION ON THE LEFT, ATOP A 4 FEET BANK OR CUT.  THE MARK IS A
 DJ1112'DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 51 FEET
 DJ1112'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 109.8 FEET WEST OF RM - 1,
 DJ1112'47.2 FEET NORTHEAST OF RM -2, 47 FEET NORTHEAST OF A T FENCE CORNER,
 DJ1112'10 FEET EAST OF TWO 12 INCH FENCE POST, THAT ARE ABOUT 5 FEET APART IN
 DJ1112'THE FENCE LINE, 2 FEET NORTHWEST OF A METAL WITNESS POST, 4 FEET ABOVE
 DJ1112'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1114 ***********************************************************************
 DJ1114  DESIGNATION -  45 14 RM 1
 DJ1114  PID         -  DJ1114
 DJ1114  STATE/COUNTY-  MS/MONROE
 DJ1114  USGS QUAD   -  ABERDEEN (1992)
 DJ1114
 DJ1114                         *CURRENT SURVEY CONTROL
 DJ1114  ___________________________________________________________________
 DJ1114* NAD 83(1986)-  33 51 41.     (N)    088 35 47.     (W)     SCALED    
 DJ1114* NAVD 88     -        79.794  (meters)     261.79   (feet)  ADJUSTED  
 DJ1114  ___________________________________________________________________
 DJ1114  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1114  DYNAMIC HT  -          79.713 (meters)     261.53  (feet)  COMP
 DJ1114  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 DJ1114
 DJ1114  VERT ORDER  -  SECOND    CLASS 0
 DJ1114
 DJ1114.The horizontal coordinates were scaled from a topographic map and have
 DJ1114.an estimated accuracy of +/- 6 seconds.
 DJ1114
 DJ1114.The orthometric height was determined by differential leveling
 DJ1114.and adjusted in June 1991.
 DJ1114
 DJ1114.The geoid height was determined by GEOID03.
 DJ1114
 DJ1114.The dynamic height is computed by dividing the NAVD 88
 DJ1114.geopotential number by the normal gravity value computed on the
 DJ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1114.degrees latitude (g = 980.6199 gals.).
 DJ1114
 DJ1114.The modeled gravity was interpolated from observed gravity values.
 DJ1114
 DJ1114;                    North         East    Units  Estimated Accuracy
 DJ1114;SPC MS E     -   483,600.      321,920.      MT  (+/- 180 meters Scaled)
 DJ1114
 DJ1114                          SUPERSEDED SURVEY CONTROL
 DJ1114
 DJ1114  NGVD 29 (??/??/92)   79.75   (m)          261.6    (f) COMPUTED    2 0
 DJ1114
 DJ1114.Superseded values are not recommended for survey control.
 DJ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1114.See file dsdata.txt to determine how the superseded data were derived.
 DJ1114
 DJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC523479(NAD 83)
 DJ1114_MARKER: DR = REFERENCE MARK DISK
 DJ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1114_STAMPING: 45-14 R.M. - 1 1964
 DJ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1114+STABILITY: SURFACE MOTION
 DJ1114
 DJ1114  HISTORY     - Date     Condition        Report By
 DJ1114  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1114
 DJ1114                          STATION DESCRIPTION
 DJ1114
 DJ1114'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1114'4.3 MI NW FROM ABERDEEN.
 DJ1114'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1114'NORTHWEST ON U. S. HIGHWAY 45 FOR 4.3 MILES TO THE TOP OF A GRADE AND
 DJ1114'THE MARK ON THE EAST SIDE OF THE HIGHWAY ATOP A 4 FEET CUT. THE MARK
 DJ1114'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 59
 DJ1114'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A WIRE
 DJ1114'FENCE, 2 FEET EAST OF A T FENCE CORNER, 47.20 FEET SOUTHWEST OF STA.
 DJ1114'45-14, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 4 FEET ABOVE THE
 DJ1114'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1113 ***********************************************************************
 DJ1113  DESIGNATION -  45 14 RM 2
 DJ1113  PID         -  DJ1113
 DJ1113  STATE/COUNTY-  MS/MONROE
 DJ1113  USGS QUAD   -  ABERDEEN (1992)
 DJ1113
 DJ1113                         *CURRENT SURVEY CONTROL
 DJ1113  ___________________________________________________________________
 DJ1113* NAD 83(1986)-  33 51 42.     (N)    088 35 45.     (W)     SCALED    
 DJ1113* NAVD 88     -        80.309  (meters)     263.48   (feet)  ADJUSTED  
 DJ1113  ___________________________________________________________________
 DJ1113  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1113  DYNAMIC HT  -          80.227 (meters)     263.21  (feet)  COMP
 DJ1113  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 DJ1113
 DJ1113  VERT ORDER  -  SECOND    CLASS 0
 DJ1113
 DJ1113.The horizontal coordinates were scaled from a topographic map and have
 DJ1113.an estimated accuracy of +/- 6 seconds.
 DJ1113
 DJ1113.The orthometric height was determined by differential leveling
 DJ1113.and adjusted in June 1991.
 DJ1113
 DJ1113.The geoid height was determined by GEOID03.
 DJ1113
 DJ1113.The dynamic height is computed by dividing the NAVD 88
 DJ1113.geopotential number by the normal gravity value computed on the
 DJ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1113.degrees latitude (g = 980.6199 gals.).
 DJ1113
 DJ1113.The modeled gravity was interpolated from observed gravity values.
 DJ1113
 DJ1113;                    North         East    Units  Estimated Accuracy
 DJ1113;SPC MS E     -   483,630.      321,980.      MT  (+/- 180 meters Scaled)
 DJ1113
 DJ1113                          SUPERSEDED SURVEY CONTROL
 DJ1113
 DJ1113  NGVD 29 (??/??/92)   80.26   (m)          263.3    (f) COMPUTED    2 0
 DJ1113
 DJ1113.Superseded values are not recommended for survey control.
 DJ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1113.See file dsdata.txt to determine how the superseded data were derived.
 DJ1113
 DJ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC523479(NAD 83)
 DJ1113_MARKER: DR = REFERENCE MARK DISK
 DJ1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1113_STAMPING: 45-14 R.M.-2 1964
 DJ1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1113+STABILITY: SURFACE MOTION
 DJ1113
 DJ1113  HISTORY     - Date     Condition        Report By
 DJ1113  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1113
 DJ1113                          STATION DESCRIPTION
 DJ1113
 DJ1113'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1113'4.3 MI NW FROM ABERDEEN.
 DJ1113'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1113'NORTHWEST ON U. S. HIGHWAY 45 FOR 4.3 MILES TO THE TOP OF A GRADE AND
 DJ1113'THE MARK ON THE WEST SIDE OF THE HIGHWAY, ATOP A 4 FEET CUT.  THE MARK
 DJ1113'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 58
 DJ1113'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 107 FEET NORTHWEST OF A
 DJ1113'TELEPHONE LINE POLE, 2 FEET WEST OF A WIRE FENCE, 109.80 FEET EAST AND
 DJ1113'ACROSS THE HIGHWAY FROM STATION 45-14 1964, 2 FEET SOUTHEAST OF A
 DJ1113'METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH
 DJ1113'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1477 ***********************************************************************
 EG1477  DESIGNATION -  45 503 USE
 EG1477  PID         -  EG1477
 EG1477  STATE/COUNTY-  MS/MONROE
 EG1477  USGS QUAD   -  SMITHVILLE (1992)
 EG1477
 EG1477                         *CURRENT SURVEY CONTROL
 EG1477  ___________________________________________________________________
 EG1477* NAD 83(1986)-  34 00 38.     (N)    088 29 37.     (W)     SCALED    
 EG1477* NAVD 88     -        65.546  (meters)     215.05   (feet)  ADJUSTED  
 EG1477  ___________________________________________________________________
 EG1477  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1477  DYNAMIC HT  -          65.479 (meters)     214.83  (feet)  COMP
 EG1477  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1477
 EG1477  VERT ORDER  -  FIRST     CLASS II
 EG1477
 EG1477.The horizontal coordinates were scaled from a topographic map and have
 EG1477.an estimated accuracy of +/- 6 seconds.
 EG1477
 EG1477.The orthometric height was determined by differential leveling
 EG1477.and adjusted in June 1991.
 EG1477
 EG1477.The geoid height was determined by GEOID03.
 EG1477
 EG1477.The dynamic height is computed by dividing the NAVD 88
 EG1477.geopotential number by the normal gravity value computed on the
 EG1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1477.degrees latitude (g = 980.6199 gals.).
 EG1477
 EG1477.The modeled gravity was interpolated from observed gravity values.
 EG1477
 EG1477;                    North         East    Units  Estimated Accuracy
 EG1477;SPC MS E     -   500,170.      331,380.      MT  (+/- 180 meters Scaled)
 EG1477
 EG1477                          SUPERSEDED SURVEY CONTROL
 EG1477
 EG1477  NGVD 29 (??/??/92)   65.479  (m)          214.83   (f) ADJ UNCH    1 2
 EG1477
 EG1477.Superseded values are not recommended for survey control.
 EG1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1477.See file dsdata.txt to determine how the superseded data were derived.
 EG1477
 EG1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC620643(NAD 83)
 EG1477_MARKER: DD = SURVEY DISK
 EG1477_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1477_SP_SET: ALUMINUM ALLOY ROD
 EG1477_STAMPING: 45 503 1979
 EG1477_MARK LOGO: USE   
 EG1477_PROJECTION: FLUSH
 EG1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1477_ROD/PIPE-DEPTH: 11.0 meters
 EG1477
 EG1477  HISTORY     - Date     Condition        Report By
 EG1477  HISTORY     - 1979     MONUMENTED       USE
 EG1477  HISTORY     - 1985     GOOD             NGS
 EG1477
 EG1477                          STATION DESCRIPTION
 EG1477
 EG1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1477'8.4 KM (5.2 MI) NORTH FROM AMORY.
 EG1477'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1477'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 4.7 KM (2.95 MI) NORTH
 EG1477'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1477'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY 3 LARGE WOODEN POST,
 EG1477'76.35 METERS (250.5 FT) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD
 EG1477'ON TOP OF THE LEVEE.
 EG1477'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 EG1477'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1476 ***********************************************************************
 EG1476  DESIGNATION -  45 504 USE
 EG1476  PID         -  EG1476
 EG1476  STATE/COUNTY-  MS/MONROE
 EG1476  USGS QUAD   -  SMITHVILLE (1992)
 EG1476
 EG1476                         *CURRENT SURVEY CONTROL
 EG1476  ___________________________________________________________________
 EG1476* NAD 83(1986)-  34 00 40.     (N)    088 29 34.     (W)     SCALED    
 EG1476* NAVD 88     -        65.486  (meters)     214.85   (feet)  ADJUSTED  
 EG1476  ___________________________________________________________________
 EG1476  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1476  DYNAMIC HT  -          65.420 (meters)     214.63  (feet)  COMP
 EG1476  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1476
 EG1476  VERT ORDER  -  FIRST     CLASS II
 EG1476
 EG1476.The horizontal coordinates were scaled from a topographic map and have
 EG1476.an estimated accuracy of +/- 6 seconds.
 EG1476
 EG1476.The orthometric height was determined by differential leveling
 EG1476.and adjusted in June 1991.
 EG1476
 EG1476.The geoid height was determined by GEOID03.
 EG1476
 EG1476.The dynamic height is computed by dividing the NAVD 88
 EG1476.geopotential number by the normal gravity value computed on the
 EG1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1476.degrees latitude (g = 980.6199 gals.).
 EG1476
 EG1476.The modeled gravity was interpolated from observed gravity values.
 EG1476
 EG1476;                    North         East    Units  Estimated Accuracy
 EG1476;SPC MS E     -   500,230.      331,460.      MT  (+/- 180 meters Scaled)
 EG1476
 EG1476                          SUPERSEDED SURVEY CONTROL
 EG1476
 EG1476  NGVD 29 (??/??/92)   65.420  (m)          214.63   (f) ADJ UNCH    1 2
 EG1476
 EG1476.Superseded values are not recommended for survey control.
 EG1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1476.See file dsdata.txt to determine how the superseded data were derived.
 EG1476
 EG1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC621643(NAD 83)
 EG1476_MARKER: DD = SURVEY DISK
 EG1476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1476_SP_SET: ALUMINUM ALLOY ROD
 EG1476_STAMPING: 45 504 1979
 EG1476_MARK LOGO: USE   
 EG1476_PROJECTION: FLUSH
 EG1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1476_ROD/PIPE-DEPTH: 11.0 meters
 EG1476
 EG1476  HISTORY     - Date     Condition        Report By
 EG1476  HISTORY     - 1979     MONUMENTED       USE
 EG1476  HISTORY     - 1985     GOOD             NGS
 EG1476
 EG1476                          STATION DESCRIPTION
 EG1476
 EG1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1476'8.4 KM (5.2 MI) NORTH FROM AMORY.
 EG1476'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1476'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 4.8 KM (3.0 MI) NORTH
 EG1476'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1476'WATERWAY TO THE MARK ON THE LEFT, INLINE WITH THE DAM AT LOCK A,
 EG1476'PROTECTED BY 3 LARGE WOODEN POST, 40.23 METERS (132.0 FT) NORTHWEST
 EG1476'OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1476'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 EG1476'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1475 ***********************************************************************
 EG1475  DESIGNATION -  45 505 USE
 EG1475  PID         -  EG1475
 EG1475  STATE/COUNTY-  MS/MONROE
 EG1475  USGS QUAD   -  SMITHVILLE (1992)
 EG1475
 EG1475                         *CURRENT SURVEY CONTROL
 EG1475  ___________________________________________________________________
 EG1475* NAD 83(1986)-  34 00 43.     (N)    088 29 30.     (W)     SCALED    
 EG1475* NAVD 88     -        65.644  (meters)     215.37   (feet)  ADJUSTED  
 EG1475  ___________________________________________________________________
 EG1475  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1475  DYNAMIC HT  -          65.578 (meters)     215.15  (feet)  COMP
 EG1475  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1475
 EG1475  VERT ORDER  -  FIRST     CLASS II
 EG1475
 EG1475.The horizontal coordinates were scaled from a topographic map and have
 EG1475.an estimated accuracy of +/- 6 seconds.
 EG1475
 EG1475.The orthometric height was determined by differential leveling
 EG1475.and adjusted in June 1991.
 EG1475
 EG1475.The geoid height was determined by GEOID03.
 EG1475
 EG1475.The dynamic height is computed by dividing the NAVD 88
 EG1475.geopotential number by the normal gravity value computed on the
 EG1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1475.degrees latitude (g = 980.6199 gals.).
 EG1475
 EG1475.The modeled gravity was interpolated from observed gravity values.
 EG1475
 EG1475;                    North         East    Units  Estimated Accuracy
 EG1475;SPC MS E     -   500,330.      331,560.      MT  (+/- 180 meters Scaled)
 EG1475
 EG1475                          SUPERSEDED SURVEY CONTROL
 EG1475
 EG1475  NGVD 29 (??/??/92)   65.578  (m)          215.15   (f) ADJ UNCH    1 2
 EG1475
 EG1475.Superseded values are not recommended for survey control.
 EG1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1475.See file dsdata.txt to determine how the superseded data were derived.
 EG1475
 EG1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC622644(NAD 83)
 EG1475_MARKER: DD = SURVEY DISK
 EG1475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1475_SP_SET: ALUMINUM ALLOY ROD
 EG1475_STAMPING: 45 505 1979
 EG1475_MARK LOGO: USE   
 EG1475_PROJECTION: FLUSH
 EG1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1475_ROD/PIPE-DEPTH: 11.0 meters
 EG1475
 EG1475  HISTORY     - Date     Condition        Report By
 EG1475  HISTORY     - 1979     MONUMENTED       USE
 EG1475  HISTORY     - 1985     GOOD             NGS
 EG1475
 EG1475                          STATION DESCRIPTION
 EG1475
 EG1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1475'8.5 KM (5.3 MI) NORTH FROM AMORY.
 EG1475'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1475'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 4.9 KM (3.05 MI) NORTH
 EG1475'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1475'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY 3 LARGE WOODEN POST,
 EG1475'30.18 METERS (99.0 FT) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD ON
 EG1475'TOP OF THE LEVEE.
 EG1475'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 EG1475'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1480 ***********************************************************************
 EG1480  DESIGNATION -  45 509 A USE
 EG1480  PID         -  EG1480
 EG1480  STATE/COUNTY-  MS/MONROE
 EG1480  USGS QUAD   -  SMITHVILLE (1992)
 EG1480
 EG1480                         *CURRENT SURVEY CONTROL
 EG1480  ___________________________________________________________________
 EG1480* NAD 83(1986)-  34 00 33.     (N)    088 29 39.     (W)     SCALED    
 EG1480* NAVD 88     -        70.862  (meters)     232.49   (feet)  ADJUSTED  
 EG1480  ___________________________________________________________________
 EG1480  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1480  DYNAMIC HT  -          70.790 (meters)     232.25  (feet)  COMP
 EG1480  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1480
 EG1480  VERT ORDER  -  FIRST     CLASS II
 EG1480
 EG1480.The horizontal coordinates were scaled from a topographic map and have
 EG1480.an estimated accuracy of +/- 6 seconds.
 EG1480
 EG1480.The orthometric height was determined by differential leveling
 EG1480.and adjusted in June 1991.
 EG1480
 EG1480.The geoid height was determined by GEOID03.
 EG1480
 EG1480.The dynamic height is computed by dividing the NAVD 88
 EG1480.geopotential number by the normal gravity value computed on the
 EG1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1480.degrees latitude (g = 980.6199 gals.).
 EG1480
 EG1480.The modeled gravity was interpolated from observed gravity values.
 EG1480
 EG1480;                    North         East    Units  Estimated Accuracy
 EG1480;SPC MS E     -   500,020.      331,330.      MT  (+/- 180 meters Scaled)
 EG1480
 EG1480                          SUPERSEDED SURVEY CONTROL
 EG1480
 EG1480.No superseded survey control is available for this station.
 EG1480
 EG1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC620641(NAD 83)
 EG1480_MARKER: DD = SURVEY DISK
 EG1480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1480_SP_SET: ALUMINUM ALLOY ROD
 EG1480_STAMPING: 45 509 A 1981
 EG1480_MARK LOGO: USE   
 EG1480_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1480_ROD/PIPE-DEPTH: 11.0 meters
 EG1480
 EG1480  HISTORY     - Date     Condition        Report By
 EG1480  HISTORY     - 1981     MONUMENTED       USE
 EG1480  HISTORY     - 1985     GOOD             NGS
 EG1480
 EG1480                          STATION DESCRIPTION
 EG1480
 EG1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1480'8.0 KM (5.0 MI) NORTH FROM AMORY.
 EG1480'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1480'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 4.3 KM (2.7 MI) NORTH
 EG1480'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1480'WATERWAY THE MARK ON THE RIGHT, IN THE CONCRETE BASE OF A (U.S.E. DAM
 EG1480'DEFORMATION PILLOW), 24.99 METERS (82.0 FT) SOUTHEAST OF THE CENTER
 EG1480'OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 0.30 METER (1.0 FT) NORTHWEST
 EG1480'OF THE SOUTHEAST EDGE OF THE CONCRETE BASE.
 EG1480'THE MARK IS 0.5 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1479 ***********************************************************************
 EG1479  DESIGNATION -  45 510 A USE
 EG1479  PID         -  EG1479
 EG1479  STATE/COUNTY-  MS/MONROE
 EG1479  USGS QUAD   -  SMITHVILLE (1992)
 EG1479
 EG1479                         *CURRENT SURVEY CONTROL
 EG1479  ___________________________________________________________________
 EG1479* NAD 83(1986)-  34 00 35.     (N)    088 29 36.     (W)     SCALED    
 EG1479* NAVD 88     -        71.508  (meters)     234.61   (feet)  ADJUSTED  
 EG1479  ___________________________________________________________________
 EG1479  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1479  DYNAMIC HT  -          71.436 (meters)     234.37  (feet)  COMP
 EG1479  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1479
 EG1479  VERT ORDER  -  FIRST     CLASS II
 EG1479
 EG1479.The horizontal coordinates were scaled from a topographic map and have
 EG1479.an estimated accuracy of +/- 6 seconds.
 EG1479
 EG1479.The orthometric height was determined by differential leveling
 EG1479.and adjusted in June 1991.
 EG1479
 EG1479.The geoid height was determined by GEOID03.
 EG1479
 EG1479.The dynamic height is computed by dividing the NAVD 88
 EG1479.geopotential number by the normal gravity value computed on the
 EG1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1479.degrees latitude (g = 980.6199 gals.).
 EG1479
 EG1479.The modeled gravity was interpolated from observed gravity values.
 EG1479
 EG1479;                    North         East    Units  Estimated Accuracy
 EG1479;SPC MS E     -   500,080.      331,410.      MT  (+/- 180 meters Scaled)
 EG1479
 EG1479                          SUPERSEDED SURVEY CONTROL
 EG1479
 EG1479  NGVD 29 (??/??/92)   71.442  (m)          234.39   (f) ADJ UNCH    1 2
 EG1479
 EG1479.Superseded values are not recommended for survey control.
 EG1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1479.See file dsdata.txt to determine how the superseded data were derived.
 EG1479
 EG1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC621642(NAD 83)
 EG1479_MARKER: DD = SURVEY DISK
 EG1479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1479_SP_SET: ALUMINUM ALLOY ROD
 EG1479_STAMPING: 45 510 A 1981
 EG1479_MARK LOGO: USE   
 EG1479_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1479_ROD/PIPE-DEPTH: 11.0 meters
 EG1479
 EG1479  HISTORY     - Date     Condition        Report By
 EG1479  HISTORY     - 1981     MONUMENTED       USE
 EG1479  HISTORY     - 1985     GOOD             NGS
 EG1479
 EG1479                          STATION DESCRIPTION
 EG1479
 EG1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1479'8.2 KM (5.1 MI) NORTH FROM AMORY.
 EG1479'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1479'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 4.6 KM (2.85 MI) NORTH
 EG1479'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1479'WATERWAY TO THE MARK ON THE RIGHT, IN TOP OF A CONCRETE BASE OF A
 EG1479'(U.S.E. DAM DEFORMATION PILLOW), 8.23 METERS (27.0 FT) SOUTHEAST OF
 EG1479'THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 0.18 METER (0.6
 EG1479'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE BASE.
 EG1479'THE MARK IS 0.5 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1478 ***********************************************************************
 EG1478  DESIGNATION -  45 511 A USE
 EG1478  PID         -  EG1478
 EG1478  STATE/COUNTY-  MS/MONROE
 EG1478  USGS QUAD   -  SMITHVILLE (1992)
 EG1478
 EG1478                         *CURRENT SURVEY CONTROL
 EG1478  ___________________________________________________________________
 EG1478* NAD 83(1986)-  34 00 38.     (N)    088 29 31.     (W)     SCALED    
 EG1478* NAVD 88     -        70.647  (meters)     231.78   (feet)  ADJUSTED  
 EG1478  ___________________________________________________________________
 EG1478  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1478  DYNAMIC HT  -          70.575 (meters)     231.54  (feet)  COMP
 EG1478  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1478
 EG1478  VERT ORDER  -  FIRST     CLASS II
 EG1478
 EG1478.The horizontal coordinates were scaled from a topographic map and have
 EG1478.an estimated accuracy of +/- 6 seconds.
 EG1478
 EG1478.The orthometric height was determined by differential leveling
 EG1478.and adjusted in June 1991.
 EG1478
 EG1478.The geoid height was determined by GEOID03.
 EG1478
 EG1478.The dynamic height is computed by dividing the NAVD 88
 EG1478.geopotential number by the normal gravity value computed on the
 EG1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1478.degrees latitude (g = 980.6199 gals.).
 EG1478
 EG1478.The modeled gravity was interpolated from observed gravity values.
 EG1478
 EG1478;                    North         East    Units  Estimated Accuracy
 EG1478;SPC MS E     -   500,170.      331,530.      MT  (+/- 180 meters Scaled)
 EG1478
 EG1478                          SUPERSEDED SURVEY CONTROL
 EG1478
 EG1478  NGVD 29 (??/??/92)   70.581  (m)          231.56   (f) ADJ UNCH    1 2
 EG1478
 EG1478.Superseded values are not recommended for survey control.
 EG1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1478.See file dsdata.txt to determine how the superseded data were derived.
 EG1478
 EG1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC622643(NAD 83)
 EG1478_MARKER: DD = SURVEY DISK
 EG1478_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1478_SP_SET: ALUMINUM ALLOY ROD
 EG1478_STAMPING: 45 511 A 1981
 EG1478_MARK LOGO: USE   
 EG1478_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1478_ROD/PIPE-DEPTH: 11.0 meters
 EG1478
 EG1478  HISTORY     - Date     Condition        Report By
 EG1478  HISTORY     - 1981     MONUMENTED       USE
 EG1478  HISTORY     - 1985     GOOD             NGS
 EG1478
 EG1478                          STATION DESCRIPTION
 EG1478
 EG1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1478'8.4 KM (5.2 MI) NORTH FROM AMORY.
 EG1478'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1478'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 4.8 KM (3.0 MI) NORTH
 EG1478'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1478'WATERWAY TO THE MARK ON THE RIGHT, IN TOP OF A (U.S.E. DAM DEFORMATION
 EG1478'PILLOW) JUST WEST OF DAM AT LOCK A, 102.11 METERS (335.0 FT)
 EG1478'SOUTHEAST OF THE CENTER OF GRAVEL ROAD ON TOP OF THE LEVEE, 11.73
 EG1478'METERS (38.5 FT) NORTHWEST THE NORTHWEST END OF A CONCRETE RAMP
 EG1478'LEADING TO THE DAM, 0.24 METER (0.8 FT) NORTHWEST OF THE SOUTHEAST
 EG1478'EDGE OF THE CONCRETE BASE.
 EG1478'THE MARK IS 0.5 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1474 ***********************************************************************
 EG1474  DESIGNATION -  45 512 A USE
 EG1474  PID         -  EG1474
 EG1474  STATE/COUNTY-  MS/MONROE
 EG1474  USGS QUAD   -  SMITHVILLE (1992)
 EG1474
 EG1474                         *CURRENT SURVEY CONTROL
 EG1474  ___________________________________________________________________
 EG1474* NAD 83(1986)-  34 00 43.     (N)    088 29 24.     (W)     SCALED    
 EG1474* NAVD 88     -        70.902  (meters)     232.62   (feet)  ADJUSTED  
 EG1474  ___________________________________________________________________
 EG1474  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1474  DYNAMIC HT  -          70.829 (meters)     232.38  (feet)  COMP
 EG1474  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1474
 EG1474  VERT ORDER  -  FIRST     CLASS II
 EG1474
 EG1474.The horizontal coordinates were scaled from a topographic map and have
 EG1474.an estimated accuracy of +/- 6 seconds.
 EG1474
 EG1474.The orthometric height was determined by differential leveling
 EG1474.and adjusted in June 1991.
 EG1474
 EG1474.The geoid height was determined by GEOID03.
 EG1474
 EG1474.The dynamic height is computed by dividing the NAVD 88
 EG1474.geopotential number by the normal gravity value computed on the
 EG1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1474.degrees latitude (g = 980.6199 gals.).
 EG1474
 EG1474.The modeled gravity was interpolated from observed gravity values.
 EG1474
 EG1474;                    North         East    Units  Estimated Accuracy
 EG1474;SPC MS E     -   500,330.      331,710.      MT  (+/- 180 meters Scaled)
 EG1474
 EG1474                          SUPERSEDED SURVEY CONTROL
 EG1474
 EG1474  NGVD 29 (??/??/92)   70.835  (m)          232.40   (f) ADJ UNCH    1 2
 EG1474
 EG1474.Superseded values are not recommended for survey control.
 EG1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1474.See file dsdata.txt to determine how the superseded data were derived.
 EG1474
 EG1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC624644(NAD 83)
 EG1474_MARKER: DD = SURVEY DISK
 EG1474_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1474_SP_SET: ALUMINUM ALLOY ROD
 EG1474_STAMPING: 45 512 A 1981
 EG1474_MARK LOGO: USE   
 EG1474_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1474_ROD/PIPE-DEPTH: 11.0 meters
 EG1474
 EG1474  HISTORY     - Date     Condition        Report By
 EG1474  HISTORY     - 1981     MONUMENTED       USE
 EG1474  HISTORY     - 1985     GOOD             NGS
 EG1474
 EG1474                          STATION DESCRIPTION
 EG1474
 EG1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1474'8.6 KM (5.35 MI) NORTH FROM AMORY.
 EG1474'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1474'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 5.0 KM (3.1 MI) NORTH
 EG1474'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1474'WATERWAY TO THE MARK ON THE RIGHT, IN TOP OF THE CONCRETE BASE OF A
 EG1474'(U.S.E. DAM DEFORMATION PILLOW), 9.14 METERS (30.0 FT) SOUTHEAST OF
 EG1474'THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 0.18 METER (0.6
 EG1474'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE BASE.
 EG1474'THE MARK IS 0.5 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1133 ***********************************************************************
 BV1133  DESIGNATION -  45 8 AZ MK
 BV1133  PID         -  BV1133
 BV1133  STATE/COUNTY-  MS/WAYNE
 BV1133  USGS QUAD   -  BUCKATUNNA (1982)
 BV1133
 BV1133                         *CURRENT SURVEY CONTROL
 BV1133  ___________________________________________________________________
 BV1133* NAD 83(1986)-  31 30 24.     (N)    088 30 05.     (W)     SCALED    
 BV1133* NAVD 88     -        53.865  (meters)     176.72   (feet)  ADJUSTED  
 BV1133  ___________________________________________________________________
 BV1133  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BV1133  DYNAMIC HT  -          53.801 (meters)     176.51  (feet)  COMP
 BV1133  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 BV1133
 BV1133  VERT ORDER  -  FIRST     CLASS II
 BV1133
 BV1133.The horizontal coordinates were scaled from a topographic map and have
 BV1133.an estimated accuracy of +/- 6 seconds.
 BV1133
 BV1133.The orthometric height was determined by differential leveling
 BV1133.and adjusted in June 1991.
 BV1133
 BV1133.The geoid height was determined by GEOID03.
 BV1133
 BV1133.The dynamic height is computed by dividing the NAVD 88
 BV1133.geopotential number by the normal gravity value computed on the
 BV1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1133.degrees latitude (g = 980.6199 gals.).
 BV1133
 BV1133.The modeled gravity was interpolated from observed gravity values.
 BV1133
 BV1133;                    North         East    Units  Estimated Accuracy
 BV1133;SPC MS E     -   222,500.      331,530.      MT  (+/- 180 meters Scaled)
 BV1133
 BV1133                          SUPERSEDED SURVEY CONTROL
 BV1133
 BV1133  NGVD 29 (??/??/??)   53.837  (m)          176.63   (f) ADJUSTED    1 2
 BV1133
 BV1133.Superseded values are not recommended for survey control.
 BV1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1133.See file dsdata.txt to determine how the superseded data were derived.
 BV1133
 BV1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV574867(NAD 83)
 BV1133_MARKER: DD = SURVEY DISK
 BV1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1133_SP_SET: CONCRETE POST
 BV1133_STAMPING: 45-8 AZ 1961
 BV1133_MARK LOGO: MSHD  
 BV1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1133+STABILITY: SURFACE MOTION
 BV1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1133+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1991
 BV1133
 BV1133  HISTORY     - Date     Condition        Report By
 BV1133  HISTORY     - 1961     MONUMENTED       MSHD
 BV1133  HISTORY     - 1980     GOOD             NGS
 BV1133  HISTORY     - 19910711 GOOD             MSHD
 BV1133
 BV1133                          STATION DESCRIPTION
 BV1133
 BV1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1133'RECOVERED AS DESCRIBED ON PAGE 3 OF MARCH 1965 PUBLICATION FOR
 BV1133'MISSISSIPPI STATE LINE 100.
 BV1133
 BV1133                          STATION RECOVERY (1991)
 BV1133
 BV1133'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1133'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHEAST OF BUCKATUNNA, ON
 BV1133'THE SOUTHWEST R.O.W. OF U.S. HIGHWAY 45, 5.2 MI (8.4 KM) NORTHWEST OF
 BV1133'STATE LINE MISSISSIPPI AND IS IN SECION 8, T 6N, R 5W.
 BV1133'TO REACH FROM THE POST OFFICE IN BUCKATUNNA, GO EAST ON A PAVED ROAD
 BV1133'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF U.S. HIGHWAY 45, TURN
 BV1133'RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 2.55 MI (4.10 KM) TO A
 BV1133'CROSSROAD, CONTINUE SOUTHEAST ON U.S. HIGHWAY 45 FOR 0.25 MI
 BV1133'(0.40 KM) TO AN ANGLING GRAVEL ROAD ON THE LEFT AND THE MARK ON THE
 BV1133'RIGHT.
 BV1133'MARK IS A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 BV1133'POST, ABOUT 8.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 1
 BV1133'INCH, 50.0 FT (15.2 M) SOUTHWEST OF THE CENTER OF HIGHWAY 45, 23.0 FT
 BV1133'(7.0 M) SOUTHWEST OF THE EDGE OF A 7 FOOT BANK, 15.0 FT (4.6 M)
 BV1133'SOUTHEAST OF A 7 INCH OAK, 12.0 FT (3.7 M) NORTHEAST OF THE CENTER OF
 BV1133'A DIM WOODS ROAD, 1.5 FT (0.5 M) NORTHEAST OF AN OLD FENCE AND 1.5 FT
 BV1133'(0.5 M) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2020 ***********************************************************************
 BV2020  DESIGNATION -  45 8 RESET
 BV2020  PID         -  BV2020
 BV2020  STATE/COUNTY-  MS/WAYNE
 BV2020  USGS QUAD   -  COPELAND (1986)
 BV2020
 BV2020                         *CURRENT SURVEY CONTROL
 BV2020  ___________________________________________________________________
 BV2020* NAD 83(1993)-  31 30 21.09426(N)    088 29 43.03389(W)     ADJUSTED  
 BV2020* NAVD 88     -              **(meters)            **(feet)            
 BV2020  ___________________________________________________________________
 BV2020  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BV2020  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BV2020  HORZ ORDER  -  THIRD
 BV2020
 BV2020.The horizontal coordinates were established by classical geodetic methods
 BV2020.and adjusted by the National Geodetic Survey in May 1994.
 BV2020
 BV2020
 BV2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV2020
 BV2020.The geoid height was determined by GEOID03.
 BV2020
 BV2020;                    North         East     Units Scale Factor Converg.
 BV2020;SPC MS E     -   222,410.013   332,111.645   MT  0.99996271   +0 10 36.0
 BV2020;SPC MS E     -   729,690.18  1,089,602.96   sFT  0.99996271   +0 10 36.0
 BV2020;UTM  16      - 3,486,634.515   358,002.553   MT  0.99984869   -0 46 53.6
 BV2020
 BV2020|---------------------------------------------------------------------|
 BV2020| PID    Reference Object                     Distance      Geod. Az  |
 BV2020|                                                           dddmmss.s |
 BV2020| BV2021 45 8 RM 1                            18.757 METERS 04418     |
 BV2020| BV2022 45 8 RM 2                            16.862 METERS 14918     |
 BV2020| BV1133 45 8 AZ MK                                         2823235.2 |
 BV2020| BV1557 WAYNESBORO MUNICIPAL WATER TANK     APPROX.23.9 KM 3224200.7 |
 BV2020|---------------------------------------------------------------------|
 BV2020
 BV2020                          SUPERSEDED SURVEY CONTROL
 BV2020
 BV2020  NAD 83(1993)-  31 30 21.09865(N)    088 29 43.03716(W) AD(       ) 3
 BV2020  NAD 83(1986)-  31 30 21.10866(N)    088 29 43.03578(W) AD(       ) 3
 BV2020  NAD 27      -  31 30 20.51654(N)    088 29 42.94110(W) AD(       ) 3
 BV2020
 BV2020.Superseded values are not recommended for survey control.
 BV2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV2020.See file dsdata.txt to determine how the superseded data were derived.
 BV2020
 BV2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5800386635(NAD 83)
 BV2020_MARKER: DS = TRIANGULATION STATION DISK
 BV2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV2020_SP_SET: CONCRETE POST
 BV2020_STAMPING: 45-8 1961 1982
 BV2020_MARK LOGO: NGS   
 BV2020_PROJECTION: FLUSH
 BV2020_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2020+STABILITY: SURFACE MOTION
 BV2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2020+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1991
 BV2020
 BV2020  HISTORY     - Date     Condition        Report By
 BV2020  HISTORY     - 1982     MONUMENTED       NGS
 BV2020  HISTORY     - 19910911 GOOD             MSHD
 BV2020
 BV2020                          STATION DESCRIPTION
 BV2020
 BV2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BV2020'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED WHEN HILL WAS
 BV2020'GRADED OFF FOR A NEW HOUSE.  REFERENCE MARKS NO 1 AND NO 2 WERE
 BV2020'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS ALSO FOUND IN GOOD
 BV2020'CONDITION, BUT IS NOT VISIBLE TO THE STATION DUE TO A NEW HOUSE AND
 BV2020'PINE TREES.  THE STATION RESET FROM THE REFERENCE MARKS AT THIS TIME,
 BV2020'NO LOCATION WAS AVAILABLE FOR A NEW AZIMUTH MARK.  A NEW DESCRIPTION
 BV2020'FOLLOWS.
 BV2020' 
 BV2020'THE STATION IS LOCATED ABOUT 2.25 MILES (3.62 KM) SOUTH OF BUCKTUNNA,
 BV2020'0.25 MILE (0.40 KM) EAST OF U.S. HIGHWAY 45, IN THE NORTHWEST QUARTER
 BV2020'OF SECTION 9, T 6N, R SW.  TO REACH FROM THE POST OFFICE IN
 BV2020'BUCKATUNNA, GO 0.05 MILE (0.08 KM) EAST ON PAVED STREET TO JUNCTION OF
 BV2020'U.S. HIGHWAY 45, THEN TURN RIGHT AND GO SOUTH ON HIGHWAY 45 FOR 2.85
 BV2020'MILES (4.59 KM) TO AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH ON
 BV2020'HIGHWAY 45 FOR .04 MILE (0.06 KM) TO A SIDEROAD ON THE LEFT.  TURN
 BV2020'LEFT GO EAST ON DIRT ROAD FOR 0.15 MILE (0.24 KM) TO A FORK, TAKE THE
 BV2020'LEFT FORK AND GO UP HILL FOR 0.05 MILE (0.08 KM) TO BRICK HOUSE AND
 BV2020'STATION ON THE RIGHT.
 BV2020' 
 BV2020'STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD NGS DISK
 BV2020'STAMPED---45-8 1961 1982---, SET IN ROUND CONCRETE POST.  SURFACE MARK
 BV2020'LEVELED OFF SOME FOR YARD AREA OF HOUSE.  IT IS 17.9 METERS (58.7 FT)
 BV2020'SOUTH-SOUTHEAST OF THE NORTH-EAST CORNER OF THE SOUTHEAST CORNER OF
 BV2020'HOUSE AND 6.55 METERS (21.49 FT) WEST-NORTHEAST OF THE CENTER OF A
 BV2020'WOODS ROAD ALONG EAST SIDE OF HOUSE.  REFERENCE MARK NO 1 IS A MSHD
 BV2020'REFENCE MARK DISK STAMPED---45-8 RM-1 1961---SET IN A SQUARE CONCRETE
 BV2020'POST, PROJECTING 1-INC. IT IS 24.54 METERS (80.51 FT) NORTHEAST OF THE
 BV2020'SOUTHEAST CORNER OF HOUSE, 20.24 METERS (66.40 FT) EAST OF THE
 BV2020'NORTHEAST CORNER OF HOUSE, 2.43 METERS OF THE CENTER OF WOODS ROAD AND
 BV2020'0.30 METERS (0.98 FT) SOUTH OF A METAL WITNESS POST AND SIGN.
 BV2020'REFERENCE NO 2 IS A MSHD REFERENCE MARK DISK STAMPED--435-8 RM-2
 BV2020'1961---SET IN A SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT IS 20.42
 BV2020'METERS (66.99 FT) EAST-SOUTHEAST OF THE WOODS ROAD AND 30.0 METERS
 BV2020'(98.4 FT) CUT-BANK, 18.90 METER (62.01 FT) WEST OF THE CENTER OF
 BV2020'HIGHWAY 45, 0.60 METERS (1.97 FT) EAST OF A FENCE AND 0.60 METERS
 BV2020'(1.97 FT) SOUTH OF A METAL WITNESS POST AND SIGN.
 BV2020
 BV2020                          STATION RECOVERY (1991)
 BV2020
 BV2020'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV2020'(NOTE) THIS MARK WAS DESTROYED AS A BENCH MARK PRIOR TO 1982 WHEN THE
 BV2020'AREA WAS LEVELED TO BUILD A HOUSE.
 BV2020'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF BUCKATUNNA,
 BV2020'IN THE BACK YARD OF A BRICK HOUSE, 5.2 MI (8.4 KM) NORTHWEST OF STATE
 BV2020'LINE MISSISSIPPI AND IS IN SECTION 4, T 6N, R 5W.
 BV2020'TO REACH FROM THE POST OFFICE IN BUCKATUNNA, GO EAST ON A PAVED ROAD
 BV2020'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF U.S. HIGHWAY 45, TURN
 BV2020'RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 3.2 MI (5.1 KM) TO A
 BV2020'SIDE ROAD LEFT, TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.2 MI
 BV2020'(0.3 KM) A FORK, TAKE THE LEFT FORK AND GO NORTH ON A GRAVEL ROAD FOR
 BV2020'0.1 MI (0.2 KM) TO A BRICK HOUSE AND THE MARK ON THE RIGHT.
 BV2020'THE MARK IS A NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, 1.1 FT
 BV2020'(0.3 M) BELOW THE GROUND, 83.3 FT (25.4 M) SOUTH OF AN 8 INCH OAK,
 BV2020'82.0 FT (25.0 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 74.0 FT
 BV2020'(22.6 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 56.4 FT
 BV2020'(17.2 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 BV2020'22.67 FT (6.91 M) EAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE AND
 BV2020'21.5 FT (6.6 M) WEST OF THE CENTER OF A WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0392 ***********************************************************************
 BV0392  DESIGNATION -  45 9
 BV0392  PID         -  BV0392
 BV0392  STATE/COUNTY-  MS/WAYNE
 BV0392  USGS QUAD   -  BUCKATUNNA (1982)
 BV0392
 BV0392                         *CURRENT SURVEY CONTROL
 BV0392  ___________________________________________________________________
 BV0392* NAD 83(1993)-  31 35 09.82930(N)    088 32 29.58064(W)     ADJUSTED  
 BV0392* NAVD 88     -        79.365  (meters)     260.38   (feet)  ADJUSTED  
 BV0392  ___________________________________________________________________
 BV0392  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BV0392  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV0392  DYNAMIC HT  -          79.271 (meters)     260.07  (feet)  COMP
 BV0392  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 BV0392
 BV0392  HORZ ORDER  -  THIRD
 BV0392  VERT ORDER  -  SECOND    CLASS 0
 BV0392
 BV0392.The horizontal coordinates were established by classical geodetic methods
 BV0392.and adjusted by the National Geodetic Survey in May 1994.
 BV0392
 BV0392.The orthometric height was determined by differential leveling
 BV0392.and adjusted in June 1991.
 BV0392
 BV0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0392
 BV0392.The geoid height was determined by GEOID03.
 BV0392
 BV0392.The dynamic height is computed by dividing the NAVD 88
 BV0392.geopotential number by the normal gravity value computed on the
 BV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0392.degrees latitude (g = 980.6199 gals.).
 BV0392
 BV0392.The modeled gravity was interpolated from observed gravity values.
 BV0392
 BV0392;                    North         East     Units Scale Factor Converg.
 BV0392;SPC MS E     -   231,289.949   327,693.324   MT  0.99995946   +0 09 10.2
 BV0392;SPC MS E     -   758,823.77  1,075,107.18   sFT  0.99995946   +0 09 10.2
 BV0392;SPC AL W     -   176,299.388   501,145.179   MT  1.00005382   -0 32 44.1
 BV0392;UTM  16      - 3,495,586.241   353,733.969   MT  0.99986387   -0 48 27.3
 BV0392
 BV0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0392!SPC MS E     -   0.99999178  x   0.99995946  =   0.99995124
 BV0392!SPC AL W     -   0.99999178  x   1.00005382  =   1.00004560
 BV0392!UTM  16      -   0.99999178  x   0.99986387  =   0.99985565
 BV0392
 BV0392:                Primary Azimuth Mark                     Grid Az
 BV0392:SPC MS E     -  45 9 AZ MK                               002 23 52.6
 BV0392:SPC AL W     -  45 9 AZ MK                               003 05 46.9
 BV0392:UTM  16      -  45 9 AZ MK                               003 21 30.1
 BV0392
 BV0392|---------------------------------------------------------------------|
 BV0392| PID    Reference Object                     Distance      Geod. Az  |
 BV0392|                                                           dddmmss.s |
 BV0392| BV0393 45 9 AZ MK                                         0023302.8 |
 BV0392| BV2077 45 9 RM 1                            28.142 METERS 12301     |
 BV0392| BV0394 45 9 RM 2                            20.955 METERS 19804     |
 BV0392| BV1557 WAYNESBORO MUNICIPAL WATER TANK     APPROX.14.3 KM 3150208.2 |
 BV0392|---------------------------------------------------------------------|
 BV0392
 BV0392                          SUPERSEDED SURVEY CONTROL
 BV0392
 BV0392  NAD 83(1993)-  31 35 09.83464(N)    088 32 29.58242(W) AD(       ) 3
 BV0392  NAD 83(1986)-  31 35 09.84363(N)    088 32 29.58242(W) AD(       ) 3
 BV0392  NAD 27      -  31 35 09.25191(N)    088 32 29.48136(W) AD(       ) 3
 BV0392  NGVD 29 (??/??/92)   79.37   (m)          260.4    (f) COMPUTED    2 0
 BV0392
 BV0392.Superseded values are not recommended for survey control.
 BV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0392.See file dsdata.txt to determine how the superseded data were derived.
 BV0392
 BV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5373495586(NAD 83)
 BV0392_MARKER: DD = SURVEY DISK
 BV0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0392_SP_SET: CONCRETE POST
 BV0392_STAMPING: STA 45-9 1961
 BV0392_MARK LOGO: MSHD  
 BV0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0392+STABILITY: SURFACE MOTION
 BV0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0392+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 BV0392
 BV0392  HISTORY     - Date     Condition        Report By
 BV0392  HISTORY     - 1961     MONUMENTED       MSHD
 BV0392  HISTORY     - 1961     GOOD             MSHD
 BV0392  HISTORY     - 1964     GOOD             MSHD
 BV0392  HISTORY     - 1964     GOOD             NGS
 BV0392  HISTORY     - 19910716 SEE DESCRIPTION  MSHD
 BV0392
 BV0392                          STATION DESCRIPTION
 BV0392
 BV0392'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV0392'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 2, T7N, R6E,
 BV0392'ABOUT 8-1/2 MILES SOUTHEAST OF WAYNESBORO, 3 MILES NORTH OF
 BV0392'BUCKATUNNA, 1/4 MILE EAST OF U.S. HIGHWAY 45 AND ON A SPARSELY
 BV0392'WOODED HILL OWNED BY MRS. FOSTER MILLS.
 BV0392'
 BV0392'THE STATION IS REACHED FROM THE POST OFFICE IN BUCKATUNNA BY GOING
 BV0392'EAST ON A SURFACED ROAD FOR 0.1 MILE TO U.S. 45, TURN LEFT AND GO
 BV0392'NORTHWEST ON U.S. 45 FOR 3.1 MILES TO A DIRT CROSSROAD, TURN RIGHT,
 BV0392'GO EAST FOR 0.25 MILE TO A DIM TRACK ROAD ON THE LEFT*, TURN LEFT,
 BV0392'GO NORTH FOLLOWING THE TRACK ROAD 0.25 MILE TO A DIM WOODS ROAD
 BV0392'LEADING NORTHWESTERLY, TURN LEFT FOLLOWING THE WOODS ROAD 0.1
 BV0392'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION ON THE
 BV0392'RIGHT AS DESCRIBED.
 BV0392'
 BV0392'ALL MARKS ARE STANDARD MSHD-USC AND GS BRONZE DISKS SET IN THE
 BV0392'TOP OF 12-INCH SQUARE CONCRETE POSTS.
 BV0392'
 BV0392'THE STATION DISKS ARE STAMPED STA 45-9 1961 AND THE SURFACE MARK
 BV0392'PROJECTS 2 INCHES. IT IS 42 FEET NORTH OF THE APPROXIMATE CENTER
 BV0392'OF THE WOODS ROAD, 37 FEET NORTHEAST OF A 6-INCH TRIANGLE BLAZED
 BV0392'PINE TREE AND 2 FEET EAST OF A METAL WITNESS SIGNPOST. THE
 BV0392'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28
 BV0392'INCHES BELOW THE GROUND SURFACE.
 BV0392'
 BV0392'REFERENCE MARK 1 IS STAMPED 45-9 RM 1 1961 AND PROJECTS 2 INCHES.
 BV0392'IT IS 10.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE WOODS ROAD,
 BV0392'10.2 FEET NORTHWEST OF A TRIANGLE BLAZED 4-INCH PINE TREE AND 6
 BV0392'FEET WEST OF A TRIANGLE BLAZED TWIN PINE TREE.
 BV0392'
 BV0392'REFERENCE MARK 2 IS STAMPED 45-9 RM 2 1961 AND PROJECTS 2 INCHES. IT
 BV0392'IS 37 FEET SOUTHEAST OF A TRIANGLE BLAZED 6-INCH PINE TREE, 27 FEET
 BV0392'SOUTH OF THE APPROXIMATE CENTER OF THE WOODS ROAD AND 2.5 FEET
 BV0392'NORTHEAST OF A TRIANGLE BLAZED 8-INCH PINE TREE.
 BV0392'
 BV0392'*AZIMUTH MARK IS REACHED FROM THIS POINT BY FOLLOWING THE DIRT
 BV0392'ROAD EASTERLY 0.5 MILE TO A T INTERSECTION WITH A GRAVEL ROAD, TURN
 BV0392'LEFT AND FOLLOW THE GRAVEL ROAD NORTHWESTERLY FOR 0.9 MILE TO A
 BV0392'DRIVEWAY AND THE MARK ON THE RIGHT.
 BV0392'
 BV0392'AZIMUTH MARK IS STAMPED 45-9 AZ 1961 AND PROJECTS 2 INCHES. IT IS 53
 BV0392'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 25 FEET
 BV0392'NORTH OF THE CENTER OF THE DRIVEWAY AND 2 FEET NORTH OF A METAL
 BV0392'WITNESS SIGNPOST.
 BV0392
 BV0392                          STATION RECOVERY (1961)
 BV0392
 BV0392'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0392'3 MI N FROM BUCKATUNNA.
 BV0392'THE MARK IS LOCATED ABOUT 8 1/2 MILES SOUTHEAST OF WAYNESBORO, 3 MILES
 BV0392'NORTH OF BUCKATUNNA, 1/4 MILE EAST OF U.S. HIGHWAY 45, AND ON A
 BV0392'SPARSELY WOODED HILL OWNED BY MRS. FOSTER MILLS.  TO REACH FROM THE
 BV0392'U.S. POST OFFICE IN BUCKATUNNA GO EAST, ON A SURFACED ROAD FOR 0.1
 BV0392'MILE TO U.S. 45, TURN LEFT AND GO NORTHWEST ON U.S. 45 FOR 3.10 MILES
 BV0392'TO A DIRT CROSSROAD, TURN RIGHT AND GO SOUTHEAST FOR 0.25 MILE TO A
 BV0392'WOODS ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 0.25 MILE TO A Y, TURN
 BV0392'LEFT AND FOLLOW WOODS ROAD FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 BV0392'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A STANDARD MSHD-USC AND
 BV0392'GS BRONZE DISK, STAMPED STA 45-9 1961, SET IN THE TOP OF A 12-INCH
 BV0392'SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 42 FEET NORTH OF THE
 BV0392'APPROXIMATE CENTER OF A WOODS ROAD, 37.1 FEET NORTHEAST OF A
 BV0392'TRIANGLE-BLAZED 6-INCH PINE TREE, AND 2 FEET EAST OF A METAL WITNESS
 BV0392'SIGNPOST.
 BV0392
 BV0392                          STATION RECOVERY (1964)
 BV0392
 BV0392'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV0392'THE MARK IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF WAYNESBORO, 3
 BV0392'MILES NORTH OF BUCKATUNNA, 1/4 MILE EAST OF U. S. HIGHWAY 45,
 BV0392'AND ON A SPARSELY WOODED HILL OWNED BY MRS. FOSTER MILLS.
 BV0392'
 BV0392'TO REACH THE MARK FROM THE U.S. POST OFFICE IN BUCKATUNNA GO EAST,
 BV0392'ON A SURFACED ROAD FOR 0.1 MILE TO U.S. 45, TURN LEFT AND GO
 BV0392'NORTHWEST ON U.S. 45 FOR 3.10 MILES TO A DIRT CROSSROAD, TURN
 BV0392'RIGHT AND GO SOUTHEAST FOR .25 MILE TO A WOODS ROAD LEFT, TURN
 BV0392'LEFT, AND GO NORTHWEST FOR .25 MILE TO A Y TURN LEFT AND FOLLOW
 BV0392'WOODS ROAD FOR 0.1 MILE TO THE HIGHEST POINT AND THE MARK ON THE
 BV0392'RIGHT AS DESCRIBED.
 BV0392'
 BV0392'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK, STAMPED STA
 BV0392'45-9 1961, SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 BV0392'PROJECTING 2 INCHES. IT IS 42 FEET NORTH OF THE APPROXIMATE
 BV0392'CENTER OF A WOODS ROAD, 37.1 FEET NORTHEAST OF A TRIANGLE-BLAZED
 BV0392'6-INCH PINE TREE, AND 2 FEET EAST OF A METAL WITNESS SIGNPOST.
 BV0392
 BV0392                          STATION RECOVERY (1964)
 BV0392
 BV0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0392'RECOVERED IN GOOD CONDITION.
 BV0392
 BV0392                          STATION RECOVERY (1991)
 BV0392
 BV0392'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0392'THE SURFACE MARK WAS FOUND UPROOTED BUT THE UNDERGROUND MARK WAS FOUND
 BV0392'IN GOOD CONDITION.
 BV0392'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTHWEST OF BUCKATUNNA,
 BV0392'ON A HILL SURROUNDED BY YOUNG PINES, 8.5 MI (13.7 KM) SOUTHEAST OF
 BV0392'WAYNESBORO AND IS IN SECTION 12, T 7N, R 6W.
 BV0392'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0392'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0392'45, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 8.35 MI
 BV0392'(13.44 KM) TO A CROSSROAD, TURN LEFT AND GO EAST ON A PAVED ROAD FOR
 BV0392'0.5 MI (0.8 KM) TO A T INTERSECTION, TURN RIGHT AND GO SOUTH ON A
 BV0392'PAVED ROAD FOR 0.3 MI (0.5 KM) TO A WOODS ROAD ON THE RIGHT, TURN
 BV0392'RIGHT AND GO SOUTHWEST ON A WOODS ROAD FOR 0.25 MI (0.40 KM) TO THE
 BV0392'MARK ON THE RIGHT ABOUT 100 YDS THROUGH THE WOODS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0393 ***********************************************************************
 BV0393  DESIGNATION -  45 9 AZ MK
 BV0393  PID         -  BV0393
 BV0393  STATE/COUNTY-  MS/WAYNE
 BV0393  USGS QUAD   -  BUCKATUNNA (1982)
 BV0393
 BV0393                         *CURRENT SURVEY CONTROL
 BV0393  ___________________________________________________________________
 BV0393* NAD 83(1986)-  31 35 28.     (N)    088 32 29.     (W)     SCALED    
 BV0393* NAVD 88     -        75.024  (meters)     246.14   (feet)  ADJUSTED  
 BV0393  ___________________________________________________________________
 BV0393  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV0393  DYNAMIC HT  -          74.935 (meters)     245.85  (feet)  COMP
 BV0393  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 BV0393
 BV0393  VERT ORDER  -  SECOND    CLASS 0
 BV0393
 BV0393.The horizontal coordinates were scaled from a topographic map and have
 BV0393.an estimated accuracy of +/- 6 seconds.
 BV0393
 BV0393.The orthometric height was determined by differential leveling
 BV0393.and adjusted in June 1991.
 BV0393
 BV0393.The geoid height was determined by GEOID03.
 BV0393
 BV0393.The dynamic height is computed by dividing the NAVD 88
 BV0393.geopotential number by the normal gravity value computed on the
 BV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0393.degrees latitude (g = 980.6199 gals.).
 BV0393
 BV0393.The modeled gravity was interpolated from observed gravity values.
 BV0393
 BV0393;                    North         East    Units  Estimated Accuracy
 BV0393;SPC MS E     -   231,850.      327,710.      MT  (+/- 180 meters Scaled)
 BV0393
 BV0393                          SUPERSEDED SURVEY CONTROL
 BV0393
 BV0393  NGVD 29 (??/??/??)   75.03   (m)          246.2    (f) RESET       3  
 BV0393
 BV0393.Superseded values are not recommended for survey control.
 BV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0393.See file dsdata.txt to determine how the superseded data were derived.
 BV0393
 BV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV537961(NAD 83)
 BV0393_MARKER: DD = SURVEY DISK
 BV0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0393_SP_SET: CONCRETE POST
 BV0393_STAMPING: 45-9 AZ 1961
 BV0393_MARK LOGO: MSHD  
 BV0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0393+STABILITY: SURFACE MOTION
 BV0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0393+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 BV0393
 BV0393  HISTORY     - Date     Condition        Report By
 BV0393  HISTORY     - 1961     MONUMENTED       MSHD
 BV0393  HISTORY     - 1964     GOOD             NGS
 BV0393  HISTORY     - 19910716 GOOD             MSHD
 BV0393
 BV0393                          STATION DESCRIPTION
 BV0393
 BV0393'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0393'3 MI N FROM BUCKATUNNA.
 BV0393'THE MARK IS LOCATED ABOUT 8 1/2 MILES SOUTHEAST OF WAYNESBORO AND 3
 BV0393'MILES NORTH OF BUCKATUNNA.  TO REACH FROM THE U.S. POST OFFICE IN
 BV0393'BUCKATUNNA, GO EAST ON A SURFACED ROAD FOR 0.1 MILE TO U.S. 45, TURN
 BV0393'LEFT AND GO NORTHWEST ON U.S. 45 FOR 3.10 MILES TO A DIRT CROSSROADS,
 BV0393'TURN RIGHT AND GO SOUTHEAST FOR 0.75 MILE TO A GRAVEL CROSSROADS, TURN
 BV0393'LEFT AND GO NORTHEAST FOR 0.9 MILE TO A DIRT DRIVEWAY RIGHT AND THE
 BV0393'MARK AS DESCRIBED.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE
 BV0393'DISK, STAMPED 45-9 AZ 1961, SET IN THE TOP OF A 12-INCH SQUARE
 BV0393'CONCRETE POST, PROJECTING 2 INCHES.  IT IS 53 FEET EAST OF THE
 BV0393'APPROXIMATE CENTER OF THE GRAVEL ROAD, 25.5 FEET NORTH OF THE
 BV0393'APPROXIMATE CENTER OF THE DRIVEWAY, 2 FEET WEST OF A POWERLINE POLE,
 BV0393'AND 2 FEET NORTH OF A METAL WITNESS SIGNPOST.
 BV0393
 BV0393                          STATION RECOVERY (1964)
 BV0393
 BV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0393'RECOVERED IN GOOD CONDITION.
 BV0393
 BV0393                          STATION RECOVERY (1991)
 BV0393
 BV0393'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0393'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHWEST OF BUCKATUNNA, ON
 BV0393'THE EAST SIDE OF A PAVED ROAD, 8.5 MI (13.7 KM) SOUTHEAST OF
 BV0393'WAYNESBORO AND IS IN SECTION 12, T 7N, R 6W.
 BV0393'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0393'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0393'45, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 8.35 MI
 BV0393'(13.44 KM) TO A CROSSROAD, TURN LEFT AND GO EAST ON A PAVED ROAD FOR
 BV0393'0.5 MI (0.8 KM) TO A T INTERSECTION, TURN RIGHT AND GO SOUTH ON A
 BV0393'PAVED ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.
 BV0393'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0393'PROJECTING 2 INCHES, 112.0 FT (34.1 M) NORTH-NORTHEAST OF THE
 BV0393'NORTHWEST CORNER OF A CHAIN LINK FENCE, 97.4 FT (29.7 M)
 BV0393'SOUTH-SOUTHWEST OF A 12 INCH PECAN, 76.0 FT (23.2 M) SOUTHWEST OF A 15
 BV0393'INCH PECAN, 51.0 FT (15.5 M) EAST OF THE CENTER OF A PAVED ROAD, 24.0
 BV0393'FT (7.3 M) NORTH OF THE CENTER OF A DRIVEWAY AND 2.0 FT (0.6 M) NORTH
 BV0393'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0391 ***********************************************************************
 BV0391  DESIGNATION -  45 9 RM 1
 BV0391  PID         -  BV0391
 BV0391  STATE/COUNTY-  MS/WAYNE
 BV0391  USGS QUAD   -  BUCKATUNNA (1982)
 BV0391
 BV0391                         *CURRENT SURVEY CONTROL
 BV0391  ___________________________________________________________________
 BV0391* NAD 83(1986)-  31 35 11.     (N)    088 32 28.     (W)     SCALED    
 BV0391* NAVD 88     -        78.807  (meters)     258.55   (feet)  ADJUSTED  
 BV0391  ___________________________________________________________________
 BV0391  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BV0391  DYNAMIC HT  -          78.714 (meters)     258.25  (feet)  COMP
 BV0391  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 BV0391
 BV0391  VERT ORDER  -  SECOND    CLASS 0
 BV0391
 BV0391.The horizontal coordinates were scaled from a topographic map and have
 BV0391.an estimated accuracy of +/- 6 seconds.
 BV0391
 BV0391.The orthometric height was determined by differential leveling
 BV0391.and adjusted in June 1991.
 BV0391
 BV0391.The geoid height was determined by GEOID03.
 BV0391
 BV0391.The dynamic height is computed by dividing the NAVD 88
 BV0391.geopotential number by the normal gravity value computed on the
 BV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0391.degrees latitude (g = 980.6199 gals.).
 BV0391
 BV0391.The modeled gravity was interpolated from observed gravity values.
 BV0391
 BV0391;                    North         East    Units  Estimated Accuracy
 BV0391;SPC MS E     -   231,330.      327,740.      MT  (+/- 180 meters Scaled)
 BV0391
 BV0391                          SUPERSEDED SURVEY CONTROL
 BV0391
 BV0391  NGVD 29 (??/??/??)   78.81   (m)          258.6    (f) RESET       3  
 BV0391
 BV0391.Superseded values are not recommended for survey control.
 BV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0391.See file dsdata.txt to determine how the superseded data were derived.
 BV0391
 BV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV537956(NAD 83)
 BV0391_MARKER: DR = REFERENCE MARK DISK
 BV0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0391_STAMPING: 45-9 RM 1 1961
 BV0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0391+STABILITY: SURFACE MOTION
 BV0391
 BV0391  HISTORY     - Date     Condition        Report By
 BV0391  HISTORY     - 1961     MONUMENTED       MSHD
 BV0391  HISTORY     - 1964     GOOD             NGS
 BV0391
 BV0391                          STATION DESCRIPTION
 BV0391
 BV0391'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0391'3 MI N FROM BUCKATUNNA.
 BV0391'THE MARK IS LOCATED ABOUT 8 1/2 MILES SOUTHEAST OF WAYNESBORO, 3 MILES
 BV0391'NORTH OF BUCKATUNNA, 1/4 MILE EAST OF U.S. HIGHWAY 45, AND ON A
 BV0391'SPARSELY WOODED HILL OWNED BY MRS. FOSTER MILLS.  TO REACH FROM THE
 BV0391'U.S. POST OFFICE IN BUCKATUNNA, GO EAST ON A SURFACED ROAD FOR 0.1
 BV0391'MILE TO U.S. 45, TURN LEFT AND GO NORTHWEST ON U.S. 45 FOR 3.10 MILES
 BV0391'TO A DIRT CROSSROADS, TURN RIGHT AND GO SOUTHEAST FOR 0.25 MILE TO A
 BV0391'WOODS ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 0.25 MILE TO A Y, TURN
 BV0391'LEFT AND FOLLOW WOODS ROAD FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 BV0391'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A STANDARD MSHD-USC AND
 BV0391'GS BRONZE DISK, STAMPED 45-9 RM 1 1961, SET IN THE TOP OF A 12-INCH
 BV0391'SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 10.5 FEET NORTH OF
 BV0391'THE APPROXIMATE CENTER OF THE WOODS ROAD, 10.2 FEET NORTHWEST OF
 BV0391'TRIANGLE-BLAZED TWIN PINE TREE.
 BV0391
 BV0391                          STATION RECOVERY (1964)
 BV0391
 BV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0394 ***********************************************************************
 BV0394  DESIGNATION -  45 9 RM 2
 BV0394  PID         -  BV0394
 BV0394  STATE/COUNTY-  MS/WAYNE
 BV0394  USGS QUAD   -  BUCKATUNNA (1982)
 BV0394
 BV0394                         *CURRENT SURVEY CONTROL
 BV0394  ___________________________________________________________________
 BV0394* NAD 83(1986)-  31 35 11.     (N)    088 32 28.     (W)     SCALED    
 BV0394* NAVD 88     -        78.50   (+/-2cm)     257.5    (feet)  VERTCON   
 BV0394  ___________________________________________________________________
 BV0394  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BV0394  VERT ORDER  -  THIRD (See Below)
 BV0394
 BV0394.The horizontal coordinates were scaled from a topographic map and have
 BV0394.an estimated accuracy of +/- 6 seconds.
 BV0394
 BV0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0394.The vertical order pertains to the NGVD 29 superseded value.
 BV0394
 BV0394.The geoid height was determined by GEOID03.
 BV0394
 BV0394;                    North         East    Units  Estimated Accuracy
 BV0394;SPC MS E     -   231,330.      327,740.      MT  (+/- 180 meters Scaled)
 BV0394
 BV0394                          SUPERSEDED SURVEY CONTROL
 BV0394
 BV0394  NGVD 29 (??/??/??)   78.50   (m)          257.5    (f) RESET       3  
 BV0394
 BV0394.Superseded values are not recommended for survey control.
 BV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0394.See file dsdata.txt to determine how the superseded data were derived.
 BV0394
 BV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV537956(NAD 83)
 BV0394_MARKER: DD = SURVEY DISK
 BV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0394_SP_SET: CONCRETE POST
 BV0394_STAMPING: 45-9 RM-2 1961
 BV0394_MARK LOGO: MSHD  
 BV0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0394+STABILITY: SURFACE MOTION
 BV0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0394+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 BV0394
 BV0394  HISTORY     - Date     Condition        Report By
 BV0394  HISTORY     - 1961     MONUMENTED       MSHD
 BV0394  HISTORY     - 1964     GOOD             NGS
 BV0394  HISTORY     - 19910716 SEE DESCRIPTION  MSHD
 BV0394
 BV0394                          STATION DESCRIPTION
 BV0394
 BV0394'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0394'3 MI N FROM BUCKATUNNA.
 BV0394'THE MARK IS LOCATED ABOUT 8 1/2 MILES SOUTHEAST OF WAYNESBORO, 3 MILES
 BV0394'NORTH OF BUCKATUNNA, 1/4 MILE EAST OF U.S. HIGHWAY 45, AND ON A
 BV0394'SPARSELY WOODED HILL OWNED BY MRS. FOSTER MILLS.  TO REACH FROM THE
 BV0394'U.S. POST OFFICE IN BUCKATUNNA, GO EAST ON A SURFACED ROAD FOR 0.1
 BV0394'MILE TO U.S. 45, TURN LEFT AND GO NORTHWEST ON U.S. 45 FOR 3.10 MILES
 BV0394'TO A DIRT CROSSROADS, TURN RIGHT AND GO SOUTHEAST FOR 0.25 MILE TO A
 BV0394'WOODS ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST FOR 0.25 MILE TO A
 BV0394'Y, TURN LEFT AND FOLLOW WOODS ROAD FOR 0.1 MILE TO THE HIGHEST POINT
 BV0394'AND THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A STANDARD
 BV0394'MSHD-USC AND GS BRONZE DISK, STAMPED 45-9 RM 2 1961, SET IN THE TOP OF
 BV0394'A 12-INCH SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 37 FEET
 BV0394'SOUTHEAST OF A TRIANGLE-BLAZED 6-INCH PINE TREE, 27 FEET SOUTH OF THE
 BV0394'APPROXIMATE CENTER OF THE WOODS ROAD, AND 2.5 FEET NORTHEAST OF A
 BV0394'TRIANGLE-BLAZED 8-INCH PINE TREE.
 BV0394
 BV0394                          STATION RECOVERY (1964)
 BV0394
 BV0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0394'RECOVERED IN GOOD CONDITION.
 BV0394
 BV0394                          STATION RECOVERY (1991)
 BV0394
 BV0394'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0394'THE MARK WAS FOUND UPROOTED AND SHOULD BE CONSTIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0570 ***********************************************************************
 CO0570  DESIGNATION -  45 FJH
 CO0570  PID         -  CO0570
 CO0570  STATE/COUNTY-  MS/CLARKE
 CO0570  USGS QUAD   -  SABLE (1983)
 CO0570
 CO0570                         *CURRENT SURVEY CONTROL
 CO0570  ___________________________________________________________________
 CO0570* NAD 83(1993)-  32 12 27.34739(N)    088 41 32.94820(W)     ADJUSTED  
 CO0570* NAVD 88     -       163.361  (meters)     535.96   (feet)  ADJUSTED  
 CO0570  ___________________________________________________________________
 CO0570  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CO0570  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CO0570  DYNAMIC HT  -         163.168 (meters)     535.33  (feet)  COMP
 CO0570  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 CO0570
 CO0570  HORZ ORDER  -  SECOND
 CO0570  VERT ORDER  -  FIRST     CLASS II
 CO0570
 CO0570.The horizontal coordinates were established by classical geodetic methods
 CO0570.and adjusted by the National Geodetic Survey in May 1994.
 CO0570
 CO0570.The orthometric height was determined by differential leveling
 CO0570.and adjusted in June 1991.
 CO0570
 CO0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0570
 CO0570.The geoid height was determined by GEOID03.
 CO0570
 CO0570.The dynamic height is computed by dividing the NAVD 88
 CO0570.geopotential number by the normal gravity value computed on the
 CO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0570.degrees latitude (g = 980.6199 gals.).
 CO0570
 CO0570.The modeled gravity was interpolated from observed gravity values.
 CO0570
 CO0570;                    North         East     Units Scale Factor Converg.
 CO0570;SPC MS E     -   300,176.939   313,278.411   MT  0.99995217   +0 04 30.3
 CO0570;SPC MS E     -   984,830.51  1,027,814.25   sFT  0.99995217   +0 04 30.3
 CO0570;UTM  16      - 3,564,702.503   340,486.837   MT  0.99991379   -0 54 08.2
 CO0570
 CO0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0570!SPC MS E     -   0.99997868  x   0.99995217  =   0.99993086
 CO0570!UTM  16      -   0.99997868  x   0.99991379  =   0.99989248
 CO0570
 CO0570                          SUPERSEDED SURVEY CONTROL
 CO0570
 CO0570  NAD 83(1993)-  32 12 27.35681(N)    088 41 32.94920(W) AD(       ) 2
 CO0570  NAD 83(1986)-  32 12 27.36023(N)    088 41 32.95044(W) AD(       ) 2
 CO0570  NAD 27      -  32 12 26.83560(N)    088 41 32.79020(W) AD(       ) 2
 CO0570  NGVD 29 (??/??/??)  163.344  (m)          535.90   (f) ADJUSTED    1 2
 CO0570
 CO0570.Superseded values are not recommended for survey control.
 CO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0570.See file dsdata.txt to determine how the superseded data were derived.
 CO0570
 CO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4048764703(NAD 83)
 CO0570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0570_SP_SET: CONCRETE POST
 CO0570_STAMPING: 45 FJH 1955 536
 CO0570_MARK LOGO: USGS  
 CO0570_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0570+STABILITY: SURFACE MOTION
 CO0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0570+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CO0570
 CO0570  HISTORY     - Date     Condition        Report By
 CO0570  HISTORY     - 1956     MONUMENTED       MSHD
 CO0570  HISTORY     - 1964     GOOD             MSHD
 CO0570  HISTORY     - 1980     GOOD             NGS
 CO0570  HISTORY     - 19900517 GOOD             MSHD
 CO0570
 CO0570                          STATION DESCRIPTION
 CO0570
 CO0570'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1956
 CO0570'THE STATION IS LOCATED ABOUT 10
 CO0570'ABOUT 10
 CO0570'MILES SOUTH OF MERIDIAN AND ABOUT 10 MILES NORTH OF QUITMAN.
 CO0570'
 CO0570'THE STATION WAS USED AS A REFERENCE MARK FOR STATION SABLE.  IT IS
 CO0570'61 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 45, 45 FEET NORTH OF
 CO0570'A LARGE OAK TREE AND 12 FEET SOUTH OF A LARGE OAK TREE.  THE MARK
 CO0570'IS A 6 X 6 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES WITH A
 CO0570'U.S.  GEOLOGICAL SURVEY BENCH MARK DISK IN THE TOP STAMPED 45 FJH
 CO0570'1955 536 (FEET ELEVATION).
 CO0570
 CO0570                          STATION RECOVERY (1964)
 CO0570
 CO0570'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0570'10.6 MI S FROM MERIDIAN.
 CO0570'LOCATED ABOUT 10.6 MILES SOUTH OF MERIDIAN AND 14.0 MILES NORTH OF
 CO0570'QUITMAN ALONG U. S. HIGHWAY 45 IN CLARKDALE COMMUNITY AND NEAR THE
 CO0570'CLARKDALE WATER TANK.  TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 80
 CO0570'AND 11 BY-PASS AND U. S. HIGHWAY 45 IN THE SOUTH SIDE OF MERIDIAN, GO
 CO0570'SOUTH ON U. S. HIGHWAY 45 FOR 10.65 MILES TO A GRAVEL ROAD RIGHT AND
 CO0570'THE MARK AND WATER TANK.  THE MARK IS A USGS DISK STAMPED 45 FJH 1955
 CO0570'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CO0570'IT IS APPROXIMATELY 100 FEET NORTHEAST OF CLARKDALE WATER TANK (A FOUR
 CO0570'LEG STRUCTURE APPROXIMATELY 100 FEET HIGH) 68.1 FEET NORTH OF
 CO0570'TRIANGULATION STATION SABLE, 61.1 FEET SOUTH-SOUTHWEST OF CENTER OF U.
 CO0570'S. HIGHWAY 45, 45 FEET NORTH OF A 24-INCH OAK TREE, 12 FEET SOUTH OF A
 CO0570'LARGE OAK AND 1 FOOT NORTH OF METAL WITNESS POST.
 CO0570
 CO0570                          STATION RECOVERY (1980)
 CO0570
 CO0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0570'RECOVERED IN GOOD CONDITION.
 CO0570
 CO0570                          STATION RECOVERY (1990)
 CO0570
 CO0570'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0570'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF MERIDIAN, IN THE
 CO0570'SOUTHWEST ANGLE OF THE JUNCTION OF A PAVED ROAD WITH U.S. HIGHWAY 45,
 CO0570'JUST NORTH OF THE CLARKDALE COMMUNITY WATER ASSOCIATION WATER TANK,
 CO0570'11.8 MI (19.0 KM) NORTH OF QUITMAN, 1.4 MI (2.3 KM) SOUTH OF THE
 CO0570'CLARKE-LAUDERDALE COUNTY LINE AND IS IN SECTION 7, T 4N, R 16E.
 CO0570'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS ABOUT 4.0 MI (6.4 KM) SOUTH
 CO0570'OF MERIDIAN, GO SOUTH ON OLD U.S. HIGHWAY 45 FOR 7.25 MI (11.67 KM)
 CO0570'TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 CO0570'MARK IS A USGS BENCH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO0570'POST, PROJECTIING 1 INCH, 61.0 FT (18.6 M) SOUTHWEST OF THE CENTER OF
 CO0570'HIGHWAY 45, 30.0 FT (9.1 M) WEST OF THE CENTER OF A PAVED ROAD, 11.0
 CO0570'FT (3.4 M) SOUTHEAST OF A 36 INCH OAK AND 1.0 FT (0.3 M) WEST OF A
 CO0570'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0385 ***********************************************************************
 BV0385  DESIGNATION -  45 V 1
 BV0385  PID         -  BV0385
 BV0385  STATE/COUNTY-  MS/WAYNE
 BV0385  USGS QUAD   -  BUCKATUNNA (1982)
 BV0385
 BV0385                         *CURRENT SURVEY CONTROL
 BV0385  ___________________________________________________________________
 BV0385* NAD 83(1986)-  31 30 46.     (N)    088 30 21.     (W)     SCALED    
 BV0385* NAVD 88     -        53.949  (meters)     177.00   (feet)  ADJUSTED  
 BV0385  ___________________________________________________________________
 BV0385  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BV0385  DYNAMIC HT  -          53.884 (meters)     176.78  (feet)  COMP
 BV0385  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BV0385
 BV0385  VERT ORDER  -  FIRST     CLASS II
 BV0385
 BV0385.The horizontal coordinates were scaled from a topographic map and have
 BV0385.an estimated accuracy of +/- 6 seconds.
 BV0385
 BV0385.The orthometric height was determined by differential leveling
 BV0385.and adjusted in June 1991.
 BV0385
 BV0385.The geoid height was determined by GEOID03.
 BV0385
 BV0385.The dynamic height is computed by dividing the NAVD 88
 BV0385.geopotential number by the normal gravity value computed on the
 BV0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0385.degrees latitude (g = 980.6199 gals.).
 BV0385
 BV0385.The modeled gravity was interpolated from observed gravity values.
 BV0385
 BV0385;                    North         East    Units  Estimated Accuracy
 BV0385;SPC MS E     -   223,170.      331,110.      MT  (+/- 180 meters Scaled)
 BV0385
 BV0385                          SUPERSEDED SURVEY CONTROL
 BV0385
 BV0385  NGVD 29 (??/??/??)   53.921  (m)          176.91   (f) ADJUSTED    1 2
 BV0385
 BV0385.Superseded values are not recommended for survey control.
 BV0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0385.See file dsdata.txt to determine how the superseded data were derived.
 BV0385
 BV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV570874(NAD 83)
 BV0385_MARKER: DD = SURVEY DISK
 BV0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0385_SP_SET: CONCRETE POST
 BV0385_STAMPING: BM 45 V 1 1961
 BV0385_MARK LOGO: MSHD  
 BV0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0385+STABILITY: SURFACE MOTION
 BV0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0385+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991
 BV0385
 BV0385  HISTORY     - Date     Condition        Report By
 BV0385  HISTORY     - 1961     MONUMENTED       MSHD
 BV0385  HISTORY     - 1964     GOOD             NGS
 BV0385  HISTORY     - 1980     GOOD             NGS
 BV0385  HISTORY     - 19910724 GOOD             MSHD
 BV0385
 BV0385                          STATION DESCRIPTION
 BV0385
 BV0385'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0385'2.25 MI S FROM BUCKATUNNA.
 BV0385'THE MARK IS LOCATED ABOUT 2 1/4 MILES SOUTH OF BUCKATUNNA, ON THE EAST
 BV0385'SIDE OF U.S. HIGHWAY 45 AND AT THE TOP OF A HIGH HILL.  THE MARK IS
 BV0385'REACHED FROM THE INTERSECTION OF A PAVED ROAD AND U.S. HIGHWAY 45 AT
 BV0385'THE EAST EDGE OF BUCKATUNNA AT A SIGN CHICORA BY GOING SOUTH ON U.S.
 BV0385'45 FOR 2.25 MILES TO THE TOP OF THE HILL, A DRIVEWAY ENTERING WOODS
 BV0385'AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS
 BV0385'BRONZE DISK STAMPED BM 45V-1 1961, SET IN THE TOP OF A 12-INCH SQUARE
 BV0385'CONCRETE POST PROJECTING 2 INCHES.  IT IS 72 FEET EAST OF THE
 BV0385'CENTERLINE OF A U.S. 45, 20 FEET SOUTH OF THE CENTER OF THE DRIVEWAY,
 BV0385'AND 9 FEET WEST OF A FENCE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET
 BV0385'SOUTHWEST OF THE MARK.
 BV0385
 BV0385                          STATION RECOVERY (1964)
 BV0385
 BV0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0385'RECOVERED IN GOOD CONDITION.
 BV0385
 BV0385                          STATION RECOVERY (1980)
 BV0385
 BV0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0385'OMIT-9 FEET WEST OF A FENCE.
 BV0385'ADD-44.5 FEET SOUTHEAST AND ACROSS THE DRIVEWAY FROM POWER POLE
 BV0385'NUMBER 41 WITH A TRANSFORMER, TWO GUY WIRES AND A POWERLINE CROSSING.
 BV0385
 BV0385                          STATION RECOVERY (1991)
 BV0385
 BV0385'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0385'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF BUCKATUNNA, IN
 BV0385'THE SOUTHEAST ANGLE OF THE JUNCTION OF THE DRIVEWAY LEADING TO THE
 BV0385'HILLCREST BAPTIST CHURCH AND U.S. HIGHWAY 45, 0.25 MI (0.40 KM)
 BV0385'NORTHWEST OF A CROSSROAD AND IS IN SECTION 5, T 6N, R 5W.
 BV0385'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND CHICORA ROAD JUST
 BV0385'EAST OF THE POST OFFICE IN BUCKATUNNA, GO SOUTHEAST ON U.S. HIGHWAY
 BV0385'45 FOR 2.4 MI (3.9 KM) TO THE DRIVEWAY AND THE MARK ON THE LEFT.
 BV0385'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0385'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, 1 INCH BELOW THE
 BV0385'GROUND, 73.0 FT (22.3 M) NORTHEAST OF THE CENTER OF HIGHWAY 45, 58.0
 BV0385'FT (17.7 M) SOUTH OF A 12 INCH OAK, 44.5 FT (13.6 M) EAST-SOUTHEAST
 BV0385'OF A UTILITY POLE, 25.0 FT (7.6 M) SOUTHEAST OF THE CENTER OF A
 BV0385'GRAVEL DRIVEWAY, 18.5 FT (5.6 M) SOUTH OF THE SOUTHEAST ONE OF TWO
 BV0385'WATER METERS AND 2.0 FT (0.6 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0403 ***********************************************************************
 BV0403  DESIGNATION -  45 V 10
 BV0403  PID         -  BV0403
 BV0403  STATE/COUNTY-  MS/WAYNE
 BV0403  USGS QUAD   -  DENHAM (1982)
 BV0403
 BV0403                         *CURRENT SURVEY CONTROL
 BV0403  ___________________________________________________________________
 BV0403* NAD 83(1986)-  31 39 12.     (N)    088 37 06.     (W)     SCALED    
 BV0403* NAVD 88     -        54.366  (meters)     178.37   (feet)  ADJUSTED  
 BV0403  ___________________________________________________________________
 BV0403  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV0403  DYNAMIC HT  -          54.301 (meters)     178.15  (feet)  COMP
 BV0403  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 BV0403
 BV0403  VERT ORDER  -  FIRST     CLASS II
 BV0403
 BV0403.The horizontal coordinates were scaled from a topographic map and have
 BV0403.an estimated accuracy of +/- 6 seconds.
 BV0403
 BV0403.The orthometric height was determined by differential leveling
 BV0403.and adjusted in June 1991.
 BV0403
 BV0403.The geoid height was determined by GEOID03.
 BV0403
 BV0403.The dynamic height is computed by dividing the NAVD 88
 BV0403.geopotential number by the normal gravity value computed on the
 BV0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0403.degrees latitude (g = 980.6199 gals.).
 BV0403
 BV0403.The modeled gravity was interpolated from observed gravity values.
 BV0403
 BV0403;                    North         East    Units  Estimated Accuracy
 BV0403;SPC MS E     -   238,730.      320,390.      MT  (+/- 180 meters Scaled)
 BV0403
 BV0403                          SUPERSEDED SURVEY CONTROL
 BV0403
 BV0403  NGVD 29 (??/??/??)   54.340  (m)          178.28   (f) ADJUSTED    1 2
 BV0403
 BV0403.Superseded values are not recommended for survey control.
 BV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0403.See file dsdata.txt to determine how the superseded data were derived.
 BV0403
 BV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA465031(NAD 83)
 BV0403_MARKER: DD = SURVEY DISK
 BV0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0403_SP_SET: CONCRETE POST
 BV0403_STAMPING: BM 45V-1O 1961
 BV0403_MARK LOGO: MSHD  
 BV0403_PROJECTION: PROJECTING 5 CENTIMETERS
 BV0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0403+STABILITY: SURFACE MOTION
 BV0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0403+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0403
 BV0403  HISTORY     - Date     Condition        Report By
 BV0403  HISTORY     - 1961     MONUMENTED       MSHD
 BV0403  HISTORY     - 1964     GOOD             NGS
 BV0403  HISTORY     - 1980     GOOD             NGS
 BV0403  HISTORY     - 19910725 GOOD             MSHD
 BV0403
 BV0403                          STATION DESCRIPTION
 BV0403
 BV0403'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0403'2.25 MI S FROM WAYNESBORO.
 BV0403'THE MARK IS ABOUT 2 1/4 MILES SOUTH OF WAYNESBORO AND IS ON PROPERTY
 BV0403'OWNED AND OCCUPIED BY MR. RICHARD BREWER.  THE MARK IS REACHED FROM
 BV0403'THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84 IN WAYNESBORO BY GOING
 BV0403'SOUTH ON U.S. 45 FOR 2.25 MILES TO MR. BREWERS STORE AND THE MARK ON
 BV0403'THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 BV0403'B.M. 45V-10 1961, SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 BV0403'PROJECTING 2 INCHES.  IT IS 196 FEET WEST OF THE CENTERLINE OF U.S.
 BV0403'45, 30 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 14 FEET NORTH OF
 BV0403'A FENCE CORNER, 12 FEET NORTHEAST OF A 24-INCH OAK, 2 FEET WEST OF THE
 BV0403'SOUTHWEST CORNER OF A COWSHED AND 1 FOOT WEST OF A FENCE. A METAL
 BV0403'WITNESS SIGNPOST WAS SET 2 FEET NORTHEAST OF THE MARK.
 BV0403
 BV0403                          STATION RECOVERY (1964)
 BV0403
 BV0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0403'RECOVERED IN GOOD CONDITION.
 BV0403
 BV0403                          STATION RECOVERY (1980)
 BV0403
 BV0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0403'3.60 KILOMETERS (2.25 MILES) SOUTH ALONG US HIGHWAY 45 FROM THE
 BV0403'INTERSECTION OF US HIGHWAY 84 AT WAYNESBORO, ON THE PROPERTY OWNED
 BV0403'BY MR. RICHARD BREWER, 59.74 METERS (196 FEET) WEST OF THE CENTER
 BV0403'LINE OF THE HIGHWAY, 9.14 METERS (30 FEET) EAST OF THE CENTER OF A
 BV0403'GRAVEL ROAD, 24.1 METERS (79.2 FEET) WEST-SOUTHWEST OF THE SOUTHWEST
 BV0403'CORNER OF THE ADDITION TO THE HOUSE.
 BV0403'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 BV0403
 BV0403                          STATION RECOVERY (1991)
 BV0403
 BV0403'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0403'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF WAYNESBORO, IN
 BV0403'THE SOUTH ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 45 AND RUSSELL
 BV0403'STREET AND IS IN SECTION 20, T 8N, R 6W.
 BV0403'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0403'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0403'45, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 2.2 MI
 BV0403'(3.5 KM) TO A CROSSROAD AND THE MARK ON THE RIGHT.
 BV0403'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0403'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0403'197.5 FT (60.2 M) SOUTHWEST OF THE CENTER OF HIGHWAY 45, 133.0 FT
 BV0403'(40.5 M) SOUTH OF THE CENTER OF A PAVED ROAD, 91.8 FT (28.0 M)
 BV0403'SOUTH-SOUTHEAST OF A 22 INCH PECAN, 30.0 FT (9.1 M) NORTHEAST OF THE
 BV0403'CENTER OF A GRAVEL ROAD, 3.0 FT (0.9 M) WEST-NORTHWEST OF A 10 INCH
 BV0403'PECAN AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0727 ***********************************************************************
 DJ0727  DESIGNATION -  45 V 100
 DJ0727  PID         -  DJ0727
 DJ0727  STATE/COUNTY-  MS/NOXUBEE
 DJ0727  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0727
 DJ0727                         *CURRENT SURVEY CONTROL
 DJ0727  ___________________________________________________________________
 DJ0727* NAD 83(1986)-  33 15 49.     (N)    088 33 50.     (W)     SCALED    
 DJ0727* NAVD 88     -        88.812  (meters)     291.38   (feet)  ADJUSTED  
 DJ0727  ___________________________________________________________________
 DJ0727  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0727  DYNAMIC HT  -          88.716 (meters)     291.06  (feet)  COMP
 DJ0727  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 DJ0727
 DJ0727  VERT ORDER  -  SECOND    CLASS 0
 DJ0727
 DJ0727.The horizontal coordinates were scaled from a topographic map and have
 DJ0727.an estimated accuracy of +/- 6 seconds.
 DJ0727
 DJ0727.The orthometric height was determined by differential leveling
 DJ0727.and adjusted in June 1991.
 DJ0727
 DJ0727.The geoid height was determined by GEOID03.
 DJ0727
 DJ0727.The dynamic height is computed by dividing the NAVD 88
 DJ0727.geopotential number by the normal gravity value computed on the
 DJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0727.degrees latitude (g = 980.6199 gals.).
 DJ0727
 DJ0727.The modeled gravity was interpolated from observed gravity values.
 DJ0727
 DJ0727;                    North         East    Units  Estimated Accuracy
 DJ0727;SPC MS E     -   417,310.      325,100.      MT  (+/- 180 meters Scaled)
 DJ0727
 DJ0727                          SUPERSEDED SURVEY CONTROL
 DJ0727
 DJ0727  NGVD 29 (??/??/92)   88.784  (m)          291.29   (f) ADJ UNCH    2 0
 DJ0727
 DJ0727.Superseded values are not recommended for survey control.
 DJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0727.See file dsdata.txt to determine how the superseded data were derived.
 DJ0727
 DJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB543816(NAD 83)
 DJ0727_MARKER: DD = SURVEY DISK
 DJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0727_STAMPING: BM 45V-100 1964
 DJ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0727+STABILITY: SURFACE MOTION
 DJ0727
 DJ0727  HISTORY     - Date     Condition        Report By
 DJ0727  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0727
 DJ0727                          STATION DESCRIPTION
 DJ0727
 DJ0727'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0727'2.25 MI NE FROM BROOKSVILLE.
 DJ0727'TO REACH FROM THE INTERSECTION OF HIGHWAY 45E AND 45W IN BROOKSVILLE,
 DJ0727'GO NORTHEAST ON U.S. HIGHWAY 45E FOR 2.0 MILES TO THE MARK ON THE
 DJ0727'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A ROUND, CONCRETE POST.
 DJ0727'IT IS 50.8 FEET EAST OF THE CENTERLINE OF HIGHWAY 45E, 24.5 FEET SOUTH
 DJ0727'OF THE CENTERLINE OF A GRAVEL ROAD, 2.0 FEET WEST OF A WHITE BOARD
 DJ0727'FENCE CORNER, 18 INCHES SOUTH OF A METAL WITNESS POST AND FLUSH WITH
 DJ0727'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0732 ***********************************************************************
 DJ0732  DESIGNATION -  45 V 101
 DJ0732  PID         -  DJ0732
 DJ0732  STATE/COUNTY-  MS/LOWNDES
 DJ0732  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0732
 DJ0732                         *CURRENT SURVEY CONTROL
 DJ0732  ___________________________________________________________________
 DJ0732* NAD 83(1986)-  33 17 35.     (N)    088 33 16.     (W)     SCALED    
 DJ0732* NAVD 88     -        69.551  (meters)     228.19   (feet)  ADJUSTED  
 DJ0732  ___________________________________________________________________
 DJ0732  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0732  DYNAMIC HT  -          69.476 (meters)     227.94  (feet)  COMP
 DJ0732  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 DJ0732
 DJ0732  VERT ORDER  -  SECOND    CLASS 0
 DJ0732
 DJ0732.The horizontal coordinates were scaled from a topographic map and have
 DJ0732.an estimated accuracy of +/- 6 seconds.
 DJ0732
 DJ0732.The orthometric height was determined by differential leveling
 DJ0732.and adjusted in June 1991.
 DJ0732
 DJ0732.The geoid height was determined by GEOID03.
 DJ0732
 DJ0732.The dynamic height is computed by dividing the NAVD 88
 DJ0732.geopotential number by the normal gravity value computed on the
 DJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0732.degrees latitude (g = 980.6199 gals.).
 DJ0732
 DJ0732.The modeled gravity was interpolated from observed gravity values.
 DJ0732
 DJ0732;                    North         East    Units  Estimated Accuracy
 DJ0732;SPC MS E     -   420,570.      325,980.      MT  (+/- 180 meters Scaled)
 DJ0732
 DJ0732                          SUPERSEDED SURVEY CONTROL
 DJ0732
 DJ0732  NGVD 29 (??/??/92)   69.527  (m)          228.11   (f) ADJ UNCH    2 0
 DJ0732
 DJ0732.Superseded values are not recommended for survey control.
 DJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0732.See file dsdata.txt to determine how the superseded data were derived.
 DJ0732
 DJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB552848(NAD 83)
 DJ0732_MARKER: DD = SURVEY DISK
 DJ0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0732_SP_SET: ABUTMENT
 DJ0732_STAMPING: BM 45V-101 1964
 DJ0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0732
 DJ0732  HISTORY     - Date     Condition        Report By
 DJ0732  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0732
 DJ0732                          STATION DESCRIPTION
 DJ0732
 DJ0732'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0732'4.3 MI NE FROM BROOKSVILLE.
 DJ0732'TO REACH FROM THE INTERSECTION OF HIGHWAY 45E AND 45W IN BROOKSVILLE,
 DJ0732'GO NORTHEAST ON HIGHWAY 45E FOR 4.1 MILES TO THE MARK ON THE RIGHT.
 DJ0732'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTHEAST
 DJ0732'CORNER OF A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0733 ***********************************************************************
 DJ0733  DESIGNATION -  45 V 102
 DJ0733  PID         -  DJ0733
 DJ0733  STATE/COUNTY-  MS/LOWNDES
 DJ0733  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0733
 DJ0733                         *CURRENT SURVEY CONTROL
 DJ0733  ___________________________________________________________________
 DJ0733* NAD 83(1986)-  33 18 22.     (N)    088 33 01.     (W)     SCALED    
 DJ0733* NAVD 88     -        82.056  (meters)     269.21   (feet)  ADJUSTED  
 DJ0733  ___________________________________________________________________
 DJ0733  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0733  DYNAMIC HT  -          81.967 (meters)     268.92  (feet)  COMP
 DJ0733  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DJ0733
 DJ0733  VERT ORDER  -  SECOND    CLASS 0
 DJ0733
 DJ0733.The horizontal coordinates were scaled from a topographic map and have
 DJ0733.an estimated accuracy of +/- 6 seconds.
 DJ0733
 DJ0733.The orthometric height was determined by differential leveling
 DJ0733.and adjusted in June 1991.
 DJ0733
 DJ0733.The geoid height was determined by GEOID03.
 DJ0733
 DJ0733.The dynamic height is computed by dividing the NAVD 88
 DJ0733.geopotential number by the normal gravity value computed on the
 DJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0733.degrees latitude (g = 980.6199 gals.).
 DJ0733
 DJ0733.The modeled gravity was interpolated from observed gravity values.
 DJ0733
 DJ0733;                    North         East    Units  Estimated Accuracy
 DJ0733;SPC MS E     -   422,020.      326,360.      MT  (+/- 180 meters Scaled)
 DJ0733
 DJ0733                          SUPERSEDED SURVEY CONTROL
 DJ0733
 DJ0733  NGVD 29 (??/??/92)   82.030  (m)          269.13   (f) ADJ UNCH    2 0
 DJ0733
 DJ0733.Superseded values are not recommended for survey control.
 DJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0733.See file dsdata.txt to determine how the superseded data were derived.
 DJ0733
 DJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB556862(NAD 83)
 DJ0733_MARKER: DD = SURVEY DISK
 DJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0733_STAMPING: BM 45V-102 1964
 DJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0733+STABILITY: SURFACE MOTION
 DJ0733
 DJ0733  HISTORY     - Date     Condition        Report By
 DJ0733  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0733
 DJ0733                          STATION DESCRIPTION
 DJ0733
 DJ0733'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0733'5.2 MI NE FROM BROOKSVILLE.
 DJ0733'TO REACH FROM THE INTERSECTION OF HIGHWAYS 45E AND 45W AT BROOKSVILLE,
 DJ0733'GO NORTHEAST ON HIGHWAY 45E FOR 5.0 MILES TO THE MARK ON THE LEFT. THE
 DJ0733'MARK IS A DISK SET IN A ROUND, CONCRETE POST.  IT IS 62 FEET SOUTHWEST
 DJ0733'OF A CROSSROADS SIGN, 48 FEET WEST OF THE CENTERLINE OF HIGHWAY 45, 3
 DJ0733'FEET SOUTHEAST OF A ROW MARKER, 2 FEET EAST OF A FENCE, 18 INCHES WEST
 DJ0733'OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0734 ***********************************************************************
 DJ0734  DESIGNATION -  45 V 103
 DJ0734  PID         -  DJ0734
 DJ0734  STATE/COUNTY-  MS/LOWNDES
 DJ0734  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0734
 DJ0734                         *CURRENT SURVEY CONTROL
 DJ0734  ___________________________________________________________________
 DJ0734* NAD 83(1986)-  33 19 13.     (N)    088 32 44.     (W)     SCALED    
 DJ0734* NAVD 88     -        74.151  (meters)     243.28   (feet)  ADJUSTED  
 DJ0734  ___________________________________________________________________
 DJ0734  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0734  DYNAMIC HT  -          74.071 (meters)     243.01  (feet)  COMP
 DJ0734  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DJ0734
 DJ0734  VERT ORDER  -  SECOND    CLASS 0
 DJ0734
 DJ0734.The horizontal coordinates were scaled from a topographic map and have
 DJ0734.an estimated accuracy of +/- 6 seconds.
 DJ0734
 DJ0734.The orthometric height was determined by differential leveling
 DJ0734.and adjusted in June 1991.
 DJ0734
 DJ0734.The geoid height was determined by GEOID03.
 DJ0734
 DJ0734.The dynamic height is computed by dividing the NAVD 88
 DJ0734.geopotential number by the normal gravity value computed on the
 DJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0734.degrees latitude (g = 980.6199 gals.).
 DJ0734
 DJ0734.The modeled gravity was interpolated from observed gravity values.
 DJ0734
 DJ0734;                    North         East    Units  Estimated Accuracy
 DJ0734;SPC MS E     -   423,600.      326,800.      MT  (+/- 180 meters Scaled)
 DJ0734
 DJ0734                          SUPERSEDED SURVEY CONTROL
 DJ0734
 DJ0734  NGVD 29 (??/??/92)   74.126  (m)          243.20   (f) ADJ UNCH    2 0
 DJ0734
 DJ0734.Superseded values are not recommended for survey control.
 DJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0734.See file dsdata.txt to determine how the superseded data were derived.
 DJ0734
 DJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB561878(NAD 83)
 DJ0734_MARKER: DD = SURVEY DISK
 DJ0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0734_SP_SET: CULVERT
 DJ0734_STAMPING: BM 45V-103 1964
 DJ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0734
 DJ0734  HISTORY     - Date     Condition        Report By
 DJ0734  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0734
 DJ0734                          STATION DESCRIPTION
 DJ0734
 DJ0734'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0734'6.16 MI NE FROM BROOKSVILLE.
 DJ0734'TO REACH FROM THE INTERSECTION OF HIGHWAYS 45E AND 45W AT BROOKSVILLE,
 DJ0734'GO NORTHEAST ON HIGHWAY 45E FOR 5.96 MILES TO THE MARK ON THE LEFT.
 DJ0734'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS SET IN THE
 DJ0734'WEST ABUTMENT OF A CONCRETE BOX CULVERT, 20.9 FEET WEST OF THE
 DJ0734'CENTERLINE OF HIGHWAY 45E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0735 ***********************************************************************
 DJ0735  DESIGNATION -  45 V 104
 DJ0735  PID         -  DJ0735
 DJ0735  STATE/COUNTY-  MS/LOWNDES
 DJ0735  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0735
 DJ0735                         *CURRENT SURVEY CONTROL
 DJ0735  ___________________________________________________________________
 DJ0735* NAD 83(1986)-  33 19 57.     (N)    088 32 30.     (W)     SCALED    
 DJ0735* NAVD 88     -        74.738  (meters)     245.20   (feet)  ADJUSTED  
 DJ0735  ___________________________________________________________________
 DJ0735  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0735  DYNAMIC HT  -          74.657 (meters)     244.94  (feet)  COMP
 DJ0735  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 DJ0735
 DJ0735  VERT ORDER  -  SECOND    CLASS 0
 DJ0735
 DJ0735.The horizontal coordinates were scaled from a topographic map and have
 DJ0735.an estimated accuracy of +/- 6 seconds.
 DJ0735
 DJ0735.The orthometric height was determined by differential leveling
 DJ0735.and adjusted in June 1991.
 DJ0735
 DJ0735.The geoid height was determined by GEOID03.
 DJ0735
 DJ0735.The dynamic height is computed by dividing the NAVD 88
 DJ0735.geopotential number by the normal gravity value computed on the
 DJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0735.degrees latitude (g = 980.6199 gals.).
 DJ0735
 DJ0735.The modeled gravity was interpolated from observed gravity values.
 DJ0735
 DJ0735;                    North         East    Units  Estimated Accuracy
 DJ0735;SPC MS E     -   424,950.      327,150.      MT  (+/- 180 meters Scaled)
 DJ0735
 DJ0735                          SUPERSEDED SURVEY CONTROL
 DJ0735
 DJ0735  NGVD 29 (??/??/92)   74.713  (m)          245.12   (f) ADJ UNCH    2 0
 DJ0735
 DJ0735.Superseded values are not recommended for survey control.
 DJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0735.See file dsdata.txt to determine how the superseded data were derived.
 DJ0735
 DJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB565892(NAD 83)
 DJ0735_MARKER: DD = SURVEY DISK
 DJ0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0735_SP_SET: ABUTMENT
 DJ0735_STAMPING: BM 45V-104 1964
 DJ0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0735
 DJ0735  HISTORY     - Date     Condition        Report By
 DJ0735  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0735
 DJ0735                          STATION DESCRIPTION
 DJ0735
 DJ0735'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0735'7.05 MI NE FROM BROOKSVILLE.
 DJ0735'TO REACH FROM THE INTERSECTION OF HIGHWAYS 45E AND 45W IN BROOKSVILLE,
 DJ0735'GO NORTHEAST FOR 6.85 MILES TO THE MARK ON THE LEFT. THE MARK IS A
 DJ0735'DISK SET IN CEMENT IN A DRILLED HOLE IN THE WEST ABUTMENT OF A
 DJ0735'CONCRETE BOX CULVERT.  IT IS 18.7 FEET WEST OF THE CENTERLINE OF
 DJ0735'HIGHWAY 45E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0740 ***********************************************************************
 DJ0740  DESIGNATION -  45 V 105
 DJ0740  PID         -  DJ0740
 DJ0740  STATE/COUNTY-  MS/LOWNDES
 DJ0740  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0740
 DJ0740                         *CURRENT SURVEY CONTROL
 DJ0740  ___________________________________________________________________
 DJ0740* NAD 83(1986)-  33 21 37.     (N)    088 31 57.     (W)     SCALED    
 DJ0740* NAVD 88     -        63.884  (meters)     209.59   (feet)  ADJUSTED  
 DJ0740  ___________________________________________________________________
 DJ0740  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0740  DYNAMIC HT  -          63.816 (meters)     209.37  (feet)  COMP
 DJ0740  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DJ0740
 DJ0740  VERT ORDER  -  SECOND    CLASS 0
 DJ0740
 DJ0740.The horizontal coordinates were scaled from a topographic map and have
 DJ0740.an estimated accuracy of +/- 6 seconds.
 DJ0740
 DJ0740.The orthometric height was determined by differential leveling
 DJ0740.and adjusted in June 1991.
 DJ0740
 DJ0740.The geoid height was determined by GEOID03.
 DJ0740
 DJ0740.The dynamic height is computed by dividing the NAVD 88
 DJ0740.geopotential number by the normal gravity value computed on the
 DJ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0740.degrees latitude (g = 980.6199 gals.).
 DJ0740
 DJ0740.The modeled gravity was interpolated from observed gravity values.
 DJ0740
 DJ0740;                    North         East    Units  Estimated Accuracy
 DJ0740;SPC MS E     -   428,040.      328,000.      MT  (+/- 180 meters Scaled)
 DJ0740
 DJ0740                          SUPERSEDED SURVEY CONTROL
 DJ0740
 DJ0740  NGVD 29 (??/??/92)   63.860  (m)          209.51   (f) ADJ UNCH    2 0
 DJ0740
 DJ0740.Superseded values are not recommended for survey control.
 DJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0740.See file dsdata.txt to determine how the superseded data were derived.
 DJ0740
 DJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB574922(NAD 83)
 DJ0740_MARKER: DD = SURVEY DISK
 DJ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0740_STAMPING: BM 45V-105 1964
 DJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0740+STABILITY: SURFACE MOTION
 DJ0740
 DJ0740  HISTORY     - Date     Condition        Report By
 DJ0740  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0740
 DJ0740                          STATION DESCRIPTION
 DJ0740
 DJ0740'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0740'9.0 MI NE FROM BROOKSVILLE.
 DJ0740'TO REACH FROM THE INTERSECTION OF HIGHWAYS 45 E AND 45W IN
 DJ0740'BROOKSVILLE, GO NORTHEAST ON HIGHWAY 45E FOR 8.83 MILES TO THE MARK ON
 DJ0740'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A ROUND, CONCRETE
 DJ0740'POST.  IT IS 45.0 FEET WEST OF THE CENTERLINE OF HIGHWAY 45E, 2 FEET
 DJ0740'EAST OF A FENCE CORNER, 18 INCHES SOUTH OF A METAL WITNESS POST AND
 DJ0740'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0741 ***********************************************************************
 DJ0741  DESIGNATION -  45 V 106
 DJ0741  PID         -  DJ0741
 DJ0741  STATE/COUNTY-  MS/LOWNDES
 DJ0741  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0741
 DJ0741                         *CURRENT SURVEY CONTROL
 DJ0741  ___________________________________________________________________
 DJ0741* NAD 83(1986)-  33 22 26.     (N)    088 31 39.     (W)     SCALED    
 DJ0741* NAVD 88     -        58.017  (meters)     190.34   (feet)  ADJUSTED  
 DJ0741  ___________________________________________________________________
 DJ0741  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ0741  DYNAMIC HT  -          57.955 (meters)     190.14  (feet)  COMP
 DJ0741  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DJ0741
 DJ0741  VERT ORDER  -  SECOND    CLASS 0
 DJ0741
 DJ0741.The horizontal coordinates were scaled from a topographic map and have
 DJ0741.an estimated accuracy of +/- 6 seconds.
 DJ0741
 DJ0741.The orthometric height was determined by differential leveling
 DJ0741.and adjusted in June 1991.
 DJ0741
 DJ0741.The geoid height was determined by GEOID03.
 DJ0741
 DJ0741.The dynamic height is computed by dividing the NAVD 88
 DJ0741.geopotential number by the normal gravity value computed on the
 DJ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0741.degrees latitude (g = 980.6199 gals.).
 DJ0741
 DJ0741.The modeled gravity was interpolated from observed gravity values.
 DJ0741
 DJ0741;                    North         East    Units  Estimated Accuracy
 DJ0741;SPC MS E     -   429,550.      328,460.      MT  (+/- 180 meters Scaled)
 DJ0741
 DJ0741                          SUPERSEDED SURVEY CONTROL
 DJ0741
 DJ0741  NGVD 29 (??/??/92)   57.995  (m)          190.27   (f) ADJ UNCH    2 0
 DJ0741
 DJ0741.Superseded values are not recommended for survey control.
 DJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0741.See file dsdata.txt to determine how the superseded data were derived.
 DJ0741
 DJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB579937(NAD 83)
 DJ0741_MARKER: DD = SURVEY DISK
 DJ0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0741_SP_SET: ABUTMENT
 DJ0741_STAMPING: BM 45V-106 1964
 DJ0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0741
 DJ0741  HISTORY     - Date     Condition        Report By
 DJ0741  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0741
 DJ0741                          STATION DESCRIPTION
 DJ0741
 DJ0741'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0741'11.0 MI SW FROM COLUMBUS.
 DJ0741'TO REACH FROM THE INTERSECTION OF HIGHWAYS 45E AND 82, 3.5 MILES WEST
 DJ0741'OF COLUMBUS, GO SOUTHWEST ON HIGHWAY 45E FOR 7.55 MILES TO THE MARK ON
 DJ0741'THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 DJ0741'SOUTHEAST CORNER OF A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0742 ***********************************************************************
 DJ0742  DESIGNATION -  45 V 107
 DJ0742  PID         -  DJ0742
 DJ0742  STATE/COUNTY-  MS/LOWNDES
 DJ0742  USGS QUAD   -  BENT OAK (1987)
 DJ0742
 DJ0742                         *CURRENT SURVEY CONTROL
 DJ0742  ___________________________________________________________________
 DJ0742* NAD 83(1986)-  33 23 11.     (N)    088 31 26.     (W)     SCALED    
 DJ0742* NAVD 88     -        57.866  (meters)     189.85   (feet)  ADJUSTED  
 DJ0742  ___________________________________________________________________
 DJ0742  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DJ0742  DYNAMIC HT  -          57.804 (meters)     189.65  (feet)  COMP
 DJ0742  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DJ0742
 DJ0742  VERT ORDER  -  SECOND    CLASS 0
 DJ0742
 DJ0742.The horizontal coordinates were scaled from a topographic map and have
 DJ0742.an estimated accuracy of +/- 6 seconds.
 DJ0742
 DJ0742.The orthometric height was determined by differential leveling
 DJ0742.and adjusted in June 1991.
 DJ0742
 DJ0742.The geoid height was determined by GEOID03.
 DJ0742
 DJ0742.The dynamic height is computed by dividing the NAVD 88
 DJ0742.geopotential number by the normal gravity value computed on the
 DJ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0742.degrees latitude (g = 980.6199 gals.).
 DJ0742
 DJ0742.The modeled gravity was interpolated from observed gravity values.
 DJ0742
 DJ0742;                    North         East    Units  Estimated Accuracy
 DJ0742;SPC MS E     -   430,930.      328,790.      MT  (+/- 180 meters Scaled)
 DJ0742
 DJ0742                          SUPERSEDED SURVEY CONTROL
 DJ0742
 DJ0742  NGVD 29 (??/??/92)   57.845  (m)          189.78   (f) ADJ UNCH    2 0
 DJ0742
 DJ0742.Superseded values are not recommended for survey control.
 DJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0742.See file dsdata.txt to determine how the superseded data were derived.
 DJ0742
 DJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB582951(NAD 83)
 DJ0742_MARKER: DD = SURVEY DISK
 DJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0742_STAMPING: BM 45V-107 1964
 DJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0742+STABILITY: SURFACE MOTION
 DJ0742
 DJ0742  HISTORY     - Date     Condition        Report By
 DJ0742  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0742
 DJ0742                          STATION DESCRIPTION
 DJ0742
 DJ0742'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0742'10.2 MI SW FROM COLUMBUS.
 DJ0742'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 45E AND 82, 3.5 MILES
 DJ0742'WEST OF COLUMBUS, GO SOUTHWEST ON U. S. HIGHWAY 45E FOR 7.55 MILES TO
 DJ0742'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A ROUND,
 DJ0742'CONCRETE POST.  IT IS 86 FEET NORTHEAST OF THE CENTERLINE OF A
 DJ0742'DRIVEWAY, 50 FEET WEST OF THE CENTERLINE OF US HIGHWAY 45E, 2.6 FEET
 DJ0742'SOUTH OF A FENCE CORNER, 18 INCHES SOUTH OF A METAL WITNESS POST AND
 DJ0742'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0747 ***********************************************************************
 DJ0747  DESIGNATION -  45 V 108
 DJ0747  PID         -  DJ0747
 DJ0747  STATE/COUNTY-  MS/LOWNDES
 DJ0747  USGS QUAD   -  BENT OAK (1987)
 DJ0747
 DJ0747                         *CURRENT SURVEY CONTROL
 DJ0747  ___________________________________________________________________
 DJ0747* NAD 83(1986)-  33 24 38.     (N)    088 30 55.     (W)     SCALED    
 DJ0747* NAVD 88     -        56.803  (meters)     186.36   (feet)  ADJUSTED  
 DJ0747  ___________________________________________________________________
 DJ0747  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DJ0747  DYNAMIC HT  -          56.742 (meters)     186.16  (feet)  COMP
 DJ0747  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DJ0747
 DJ0747  VERT ORDER  -  SECOND    CLASS 0
 DJ0747
 DJ0747.The horizontal coordinates were scaled from a topographic map and have
 DJ0747.an estimated accuracy of +/- 6 seconds.
 DJ0747
 DJ0747.The orthometric height was determined by differential leveling
 DJ0747.and adjusted in June 1991.
 DJ0747
 DJ0747.The geoid height was determined by GEOID03.
 DJ0747
 DJ0747.The dynamic height is computed by dividing the NAVD 88
 DJ0747.geopotential number by the normal gravity value computed on the
 DJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0747.degrees latitude (g = 980.6199 gals.).
 DJ0747
 DJ0747.The modeled gravity was interpolated from observed gravity values.
 DJ0747
 DJ0747;                    North         East    Units  Estimated Accuracy
 DJ0747;SPC MS E     -   433,620.      329,580.      MT  (+/- 180 meters Scaled)
 DJ0747
 DJ0747                          SUPERSEDED SURVEY CONTROL
 DJ0747
 DJ0747  NGVD 29 (??/??/92)   56.785  (m)          186.30   (f) ADJ UNCH    2 0
 DJ0747
 DJ0747.Superseded values are not recommended for survey control.
 DJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0747.See file dsdata.txt to determine how the superseded data were derived.
 DJ0747
 DJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB591978(NAD 83)
 DJ0747_MARKER: DD = SURVEY DISK
 DJ0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0747_SP_SET: ABUTMENT
 DJ0747_STAMPING: BM 45V-108 1964
 DJ0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0747
 DJ0747  HISTORY     - Date     Condition        Report By
 DJ0747  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0747
 DJ0747                          STATION DESCRIPTION
 DJ0747
 DJ0747'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0747'8.5 MI SW FROM COLUMBUS.
 DJ0747'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 45E AND 82, 3.5 MILES
 DJ0747'WEST OF COLUMBUS, GO SOUTHWEST ON U. S. HIGHWAY 45E FOR 5.0 MILES TO
 DJ0747'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0747'HOLE IN THE NORTHEAST CORNER OF A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0748 ***********************************************************************
 DJ0748  DESIGNATION -  45 V 109
 DJ0748  PID         -  DJ0748
 DJ0748  STATE/COUNTY-  MS/LOWNDES
 DJ0748  USGS QUAD   -  BENT OAK (1987)
 DJ0748
 DJ0748                         *CURRENT SURVEY CONTROL
 DJ0748  ___________________________________________________________________
 DJ0748* NAD 83(1986)-  33 25 26.     (N)    088 30 39.     (W)     SCALED    
 DJ0748* NAVD 88     -        63.886  (meters)     209.60   (feet)  ADJUSTED  
 DJ0748  ___________________________________________________________________
 DJ0748  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DJ0748  DYNAMIC HT  -          63.818 (meters)     209.38  (feet)  COMP
 DJ0748  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DJ0748
 DJ0748  VERT ORDER  -  SECOND    CLASS 0
 DJ0748
 DJ0748.The horizontal coordinates were scaled from a topographic map and have
 DJ0748.an estimated accuracy of +/- 6 seconds.
 DJ0748
 DJ0748.The orthometric height was determined by differential leveling
 DJ0748.and adjusted in June 1991.
 DJ0748
 DJ0748.The geoid height was determined by GEOID03.
 DJ0748
 DJ0748.The dynamic height is computed by dividing the NAVD 88
 DJ0748.geopotential number by the normal gravity value computed on the
 DJ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0748.degrees latitude (g = 980.6199 gals.).
 DJ0748
 DJ0748.The modeled gravity was interpolated from observed gravity values.
 DJ0748
 DJ0748;                    North         East    Units  Estimated Accuracy
 DJ0748;SPC MS E     -   435,100.      329,990.      MT  (+/- 180 meters Scaled)
 DJ0748
 DJ0748                          SUPERSEDED SURVEY CONTROL
 DJ0748
 DJ0748  NGVD 29 (??/??/92)   63.869  (m)          209.54   (f) ADJ UNCH    2 0
 DJ0748
 DJ0748.Superseded values are not recommended for survey control.
 DJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0748.See file dsdata.txt to determine how the superseded data were derived.
 DJ0748
 DJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB595993(NAD 83)
 DJ0748_MARKER: DD = SURVEY DISK
 DJ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0748_STAMPING: BM 45V-109 1964
 DJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0748+STABILITY: SURFACE MOTION
 DJ0748
 DJ0748  HISTORY     - Date     Condition        Report By
 DJ0748  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0748
 DJ0748                          STATION DESCRIPTION
 DJ0748
 DJ0748'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0748'7.55 MI SW FROM COLUMBUS.
 DJ0748'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 45E AND 82, 3.5 MILES
 DJ0748'WEST OF COLUMBUS, GO SOUTHWEST ON U. S. HIGHWAY 45E FOR 4.05 MILES TO
 DJ0748'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A ROUND,
 DJ0748'CONCRETE POST.  IT IS 50 FEET EAST OF THE CENTERLINE OF HIGHWAY 45E,
 DJ0748'11 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 5 FEET EAST OF A
 DJ0748'POWERLINE POLE, 2 FEET WEST OF A FENCE, 18 INCHES SOUTH OF A METAL
 DJ0748'WITNESS POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0404 ***********************************************************************
 BV0404  DESIGNATION -  45 V 11
 BV0404  PID         -  BV0404
 BV0404  STATE/COUNTY-  MS/WAYNE
 BV0404  USGS QUAD   -  WAYNESBORO (1982)
 BV0404
 BV0404                         *CURRENT SURVEY CONTROL
 BV0404  ___________________________________________________________________
 BV0404* NAD 83(1986)-  31 39 58.     (N)    088 37 51.     (W)     SCALED    
 BV0404* NAVD 88     -        60.728  (meters)     199.24   (feet)  ADJUSTED  
 BV0404  ___________________________________________________________________
 BV0404  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BV0404  DYNAMIC HT  -          60.656 (meters)     199.00  (feet)  COMP
 BV0404  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 BV0404
 BV0404  VERT ORDER  -  FIRST     CLASS II
 BV0404
 BV0404.The horizontal coordinates were scaled from a topographic map and have
 BV0404.an estimated accuracy of +/- 6 seconds.
 BV0404
 BV0404.The orthometric height was determined by differential leveling
 BV0404.and adjusted in June 1991.
 BV0404
 BV0404.The geoid height was determined by GEOID03.
 BV0404
 BV0404.The dynamic height is computed by dividing the NAVD 88
 BV0404.geopotential number by the normal gravity value computed on the
 BV0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0404.degrees latitude (g = 980.6199 gals.).
 BV0404
 BV0404.The modeled gravity was interpolated from observed gravity values.
 BV0404
 BV0404;                    North         East    Units  Estimated Accuracy
 BV0404;SPC MS E     -   240,150.      319,200.      MT  (+/- 180 meters Scaled)
 BV0404
 BV0404                          SUPERSEDED SURVEY CONTROL
 BV0404
 BV0404  NGVD 29 (??/??/??)   60.702  (m)          199.15   (f) ADJUSTED    1 2
 BV0404
 BV0404.Superseded values are not recommended for survey control.
 BV0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0404.See file dsdata.txt to determine how the superseded data were derived.
 BV0404
 BV0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA453045(NAD 83)
 BV0404_MARKER: DD = SURVEY DISK
 BV0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0404_SP_SET: CONCRETE POST
 BV0404_STAMPING: BM 45V-11 1961
 BV0404_MARK LOGO: MSHD  
 BV0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0404+STABILITY: SURFACE MOTION
 BV0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0404+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0404
 BV0404  HISTORY     - Date     Condition        Report By
 BV0404  HISTORY     - 1961     MONUMENTED       MSHD
 BV0404  HISTORY     - 1964     GOOD             NGS
 BV0404  HISTORY     - 1980     GOOD             NGS
 BV0404  HISTORY     - 19910725 GOOD             MSHD
 BV0404
 BV0404                          STATION DESCRIPTION
 BV0404
 BV0404'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0404'IN WAYNESBORO.
 BV0404'THE MARK IS LOCATED AT THE SOUTH EDGE OF WAYNESBORO, ALONG AND ON THE
 BV0404'WEST SIDE OF U.S. HIGHWAY 45 AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH
 BV0404'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84 IN
 BV0404'WAYNESBORO GO SOUTH OF U.S. 45 FOR 1.05 MILES TO THE MARK ON THE
 BV0404'RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 BV0404'B.M. 45V-11 1961, SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 BV0404'PROJECTING 2 INCHES.  IT IS 36 FEET WEST OF THE CENTERLINE OF U.S. 45,
 BV0404'12 FEET EAST OF A RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A POWERLINE
 BV0404'POLE.  A METAL WITNESS SIGNPOST WAS SET 2.5 FEET NORTH OF THE MARK.
 BV0404
 BV0404                          STATION RECOVERY (1964)
 BV0404
 BV0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0404'RECOVERED IN GOOD CONDITION.
 BV0404
 BV0404                          STATION RECOVERY (1980)
 BV0404
 BV0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0404'OMIT-2 FEET NORTH OF A POWERLINE POLE.
 BV0404'ADD-3 FEET NORTH OF POWER POLE NUMBER 14.
 BV0404
 BV0404                          STATION RECOVERY (1991)
 BV0404
 BV0404'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0404'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHEAST OF WAYNESBORO, ON
 BV0404'THE SOUTHWEST R.O.W. OF U.S. HIGHWAY 45 AND IS IN SECTION 18, T 8N, R
 BV0404'6W.
 BV0404'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0404'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0404'45, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 1.05 MI
 BV0404'(1.69 KM) TO THE MARK ON THE RIGHT.
 BV0404'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0404'LEVEL WITH THE HIGHWAY, FLUSH WITH THE GROUND, 36.0 FT (11.0 M)
 BV0404'SOUTHWEST OF THE CENTER OF HIGHWAY 45, 13.0 FT (4.0 M) NORTHEAST OF A
 BV0404'FENCE, 11.5 FT (3.5 M) NORTH-NORTHEAST OF A 36 INCH OAK, 11.0 FT
 BV0404'(3.4 M) EAST OF A 14 INCH PECAN PECAN, 3.0 FT (0.9 M) NORTHWEST OF A
 BV0404'TELEPHONE CABLE POLE AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE
 BV0404'WITNESS POST. (NOTE) THE DISK HAS BEEN SCORED MAKING THE STAMPING
 BV0404'HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0749 ***********************************************************************
 DJ0749  DESIGNATION -  45 V 110
 DJ0749  PID         -  DJ0749
 DJ0749  STATE/COUNTY-  MS/LOWNDES
 DJ0749  USGS QUAD   -  BENT OAK (1987)
 DJ0749
 DJ0749                         *CURRENT SURVEY CONTROL
 DJ0749  ___________________________________________________________________
 DJ0749* NAD 83(1986)-  33 26 14.     (N)    088 30 24.     (W)     SCALED    
 DJ0749* NAVD 88     -        58.107  (meters)     190.64   (feet)  ADJUSTED  
 DJ0749  ___________________________________________________________________
 DJ0749  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ0749  DYNAMIC HT  -          58.045 (meters)     190.44  (feet)  COMP
 DJ0749  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DJ0749
 DJ0749  VERT ORDER  -  SECOND    CLASS 0
 DJ0749
 DJ0749.The horizontal coordinates were scaled from a topographic map and have
 DJ0749.an estimated accuracy of +/- 6 seconds.
 DJ0749
 DJ0749.The orthometric height was determined by differential leveling
 DJ0749.and adjusted in June 1991.
 DJ0749
 DJ0749.The geoid height was determined by GEOID03.
 DJ0749
 DJ0749.The dynamic height is computed by dividing the NAVD 88
 DJ0749.geopotential number by the normal gravity value computed on the
 DJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0749.degrees latitude (g = 980.6199 gals.).
 DJ0749
 DJ0749.The modeled gravity was interpolated from observed gravity values.
 DJ0749
 DJ0749;                    North         East    Units  Estimated Accuracy
 DJ0749;SPC MS E     -   436,580.      330,380.      MT  (+/- 180 meters Scaled)
 DJ0749
 DJ0749                          SUPERSEDED SURVEY CONTROL
 DJ0749
 DJ0749  NGVD 29 (??/??/92)   58.093  (m)          190.59   (f) ADJ UNCH    2 0
 DJ0749
 DJ0749.Superseded values are not recommended for survey control.
 DJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0749.See file dsdata.txt to determine how the superseded data were derived.
 DJ0749
 DJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC599007(NAD 83)
 DJ0749_MARKER: DD = SURVEY DISK
 DJ0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0749_SP_SET: ABUTMENT
 DJ0749_STAMPING: BM 45V-110 1964
 DJ0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0749
 DJ0749  HISTORY     - Date     Condition        Report By
 DJ0749  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0749
 DJ0749                          STATION DESCRIPTION
 DJ0749
 DJ0749'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0749'6.66 MI SW FROM COLUMBUS.
 DJ0749'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 45E AND 82, 3.5 MILES
 DJ0749'WEST OF COLUMBUS, GO SOUTHWEST ON U. S. HIGHWAY 45E FOR 3.15 MILES TO
 DJ0749'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0749'HOLE IN THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0750 ***********************************************************************
 DJ0750  DESIGNATION -  45 V 111
 DJ0750  PID         -  DJ0750
 DJ0750  STATE/COUNTY-  MS/LOWNDES
 DJ0750  USGS QUAD   -  BENT OAK (1987)
 DJ0750
 DJ0750                         *CURRENT SURVEY CONTROL
 DJ0750  ___________________________________________________________________
 DJ0750* NAD 83(1986)-  33 26 36.     (N)    088 30 18.     (W)     SCALED    
 DJ0750* NAVD 88     -        61.755  (meters)     202.61   (feet)  ADJUSTED  
 DJ0750  ___________________________________________________________________
 DJ0750  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ0750  DYNAMIC HT  -          61.689 (meters)     202.39  (feet)  COMP
 DJ0750  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DJ0750
 DJ0750  VERT ORDER  -  SECOND    CLASS 0
 DJ0750
 DJ0750.The horizontal coordinates were scaled from a topographic map and have
 DJ0750.an estimated accuracy of +/- 6 seconds.
 DJ0750
 DJ0750.The orthometric height was determined by differential leveling
 DJ0750.and adjusted in June 1991.
 DJ0750
 DJ0750.The geoid height was determined by GEOID03.
 DJ0750
 DJ0750.The dynamic height is computed by dividing the NAVD 88
 DJ0750.geopotential number by the normal gravity value computed on the
 DJ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0750.degrees latitude (g = 980.6199 gals.).
 DJ0750
 DJ0750.The modeled gravity was interpolated from observed gravity values.
 DJ0750
 DJ0750;                    North         East    Units  Estimated Accuracy
 DJ0750;SPC MS E     -   437,260.      330,530.      MT  (+/- 180 meters Scaled)
 DJ0750
 DJ0750                          SUPERSEDED SURVEY CONTROL
 DJ0750
 DJ0750  NGVD 29 (??/??/92)   61.740  (m)          202.56   (f) ADJ UNCH    2 0
 DJ0750
 DJ0750.Superseded values are not recommended for survey control.
 DJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0750.See file dsdata.txt to determine how the superseded data were derived.
 DJ0750
 DJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC601014(NAD 83)
 DJ0750_MARKER: DD = SURVEY DISK
 DJ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0750_STAMPING: BM 45V-111 1964
 DJ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0750+STABILITY: SURFACE MOTION
 DJ0750
 DJ0750  HISTORY     - Date     Condition        Report By
 DJ0750  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0750
 DJ0750                          STATION DESCRIPTION
 DJ0750
 DJ0750'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0750'6.20 MI SW FROM COLUMBUS.
 DJ0750'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 45E AND 82, 3.5 MILES
 DJ0750'WEST OF COLUMBUS, GO SOUTHWEST ON U. S. HIGHWAY 45E FOR 2.70 MILES TO
 DJ0750'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A ROUND,
 DJ0750'CONCRETE POST.  IT IS 48 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 DJ0750'45E, 4.0 FEET NORTH OF A POWERLINE POLE, 2.0 FEET EAST OF A BOARD
 DJ0750'FENCE, 18 INCHES SOUTH OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0751 ***********************************************************************
 DJ0751  DESIGNATION -  45 V 112
 DJ0751  PID         -  DJ0751
 DJ0751  STATE/COUNTY-  MS/LOWNDES
 DJ0751  USGS QUAD   -  BENT OAK (1987)
 DJ0751
 DJ0751                         *CURRENT SURVEY CONTROL
 DJ0751  ___________________________________________________________________
 DJ0751* NAD 83(1986)-  33 27 08.     (N)    088 30 07.     (W)     SCALED    
 DJ0751* NAVD 88     -        63.779  (meters)     209.25   (feet)  ADJUSTED  
 DJ0751  ___________________________________________________________________
 DJ0751  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0751  DYNAMIC HT  -          63.711 (meters)     209.03  (feet)  COMP
 DJ0751  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DJ0751
 DJ0751  VERT ORDER  -  SECOND    CLASS 0
 DJ0751
 DJ0751.The horizontal coordinates were scaled from a topographic map and have
 DJ0751.an estimated accuracy of +/- 6 seconds.
 DJ0751
 DJ0751.The orthometric height was determined by differential leveling
 DJ0751.and adjusted in June 1991.
 DJ0751
 DJ0751.The geoid height was determined by GEOID03.
 DJ0751
 DJ0751.The dynamic height is computed by dividing the NAVD 88
 DJ0751.geopotential number by the normal gravity value computed on the
 DJ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0751.degrees latitude (g = 980.6199 gals.).
 DJ0751
 DJ0751.The modeled gravity was interpolated from observed gravity values.
 DJ0751
 DJ0751;                    North         East    Units  Estimated Accuracy
 DJ0751;SPC MS E     -   438,240.      330,810.      MT  (+/- 180 meters Scaled)
 DJ0751
 DJ0751                          SUPERSEDED SURVEY CONTROL
 DJ0751
 DJ0751  NGVD 29 (??/??/92)   63.765  (m)          209.20   (f) ADJ UNCH    2 0
 DJ0751
 DJ0751.Superseded values are not recommended for survey control.
 DJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0751.See file dsdata.txt to determine how the superseded data were derived.
 DJ0751
 DJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC604024(NAD 83)
 DJ0751_MARKER: DD = SURVEY DISK
 DJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0751_STAMPING: BM 45V-112 1964
 DJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0751+STABILITY: SURFACE MOTION
 DJ0751
 DJ0751  HISTORY     - Date     Condition        Report By
 DJ0751  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0751
 DJ0751                          STATION DESCRIPTION
 DJ0751
 DJ0751'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0751'5.55 MI SW FROM COLUMBUS.
 DJ0751'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 45E AND 82, 3.5 MILES
 DJ0751'WEST OF COLUMBUS, GO SOUTHWEST ON U. S. HIGHWAY 45E FOR 2.05 MILES TO
 DJ0751'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A ROUND,
 DJ0751'CONCRETE POST.  IT IS 48.6 FEET WEST OF THE CENTERLINE OF U. S.
 DJ0751'HIGHWAY 45E, 4 FEET SOUTHEAST OF A ROW MARKER, 2 FEET EAST OF A FENCE,
 DJ0751'18 INCHES SOUTH OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0638 ***********************************************************************
 DJ0638  DESIGNATION -  45 V 113
 DJ0638  PID         -  DJ0638
 DJ0638  STATE/COUNTY-  MS/LOWNDES
 DJ0638  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0638
 DJ0638                         *CURRENT SURVEY CONTROL
 DJ0638  ___________________________________________________________________
 DJ0638* NAD 83(1986)-  33 28 58.     (N)    088 28 24.     (W)     SCALED    
 DJ0638* NAVD 88     -        51.072  (meters)     167.56   (feet)  ADJUSTED  
 DJ0638  ___________________________________________________________________
 DJ0638  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0638  DYNAMIC HT  -          51.018 (meters)     167.38  (feet)  COMP
 DJ0638  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 DJ0638
 DJ0638  VERT ORDER  -  SECOND    CLASS 0
 DJ0638
 DJ0638.The horizontal coordinates were scaled from a topographic map and have
 DJ0638.an estimated accuracy of +/- 6 seconds.
 DJ0638
 DJ0638.The orthometric height was determined by differential leveling
 DJ0638.and adjusted in June 1991.
 DJ0638
 DJ0638.The geoid height was determined by GEOID03.
 DJ0638
 DJ0638.The dynamic height is computed by dividing the NAVD 88
 DJ0638.geopotential number by the normal gravity value computed on the
 DJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0638.degrees latitude (g = 980.6199 gals.).
 DJ0638
 DJ0638.The modeled gravity was interpolated from observed gravity values.
 DJ0638
 DJ0638;                    North         East    Units  Estimated Accuracy
 DJ0638;SPC MS E     -   441,640.      333,460.      MT  (+/- 180 meters Scaled)
 DJ0638
 DJ0638                          SUPERSEDED SURVEY CONTROL
 DJ0638
 DJ0638  NGVD 29 (??/??/92)   51.05   (m)          167.5    (f) COMPUTED    2 0
 DJ0638
 DJ0638.Superseded values are not recommended for survey control.
 DJ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0638.See file dsdata.txt to determine how the superseded data were derived.
 DJ0638
 DJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC631057(NAD 83)
 DJ0638_MARKER: DB = BENCH MARK DISK
 DJ0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0638_SP_SET: ABUTMENT
 DJ0638_STAMPING: 45V-113 1964
 DJ0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0638
 DJ0638  HISTORY     - Date     Condition        Report By
 DJ0638  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0638  HISTORY     - 1965     GOOD             MSHD
 DJ0638  HISTORY     - 1988     GOOD             USPSQD
 DJ0638  HISTORY     - 20071209 MARK NOT FOUND   MSSU
 DJ0638
 DJ0638                          STATION DESCRIPTION
 DJ0638
 DJ0638'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0638'3.1 MI W FROM COLUMBUS.
 DJ0638'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK
 DJ0638'TO THE JUNCTION OF U. S. HIGHWAYS 82 AND 45, CONTINUE WEST FOR 2.7
 DJ0638'MILES TO A SIDE ROAD RIGHT, CONTINUE WEST 0.2 MILE TO A CONCRETE
 DJ0638'BRIDGE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN
 DJ0638'A DRILLED HOLE IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE
 DJ0638'BRIDGE, 18.4 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 82.
 DJ0638
 DJ0638                          STATION RECOVERY (1988)
 DJ0638
 DJ0638'RECOVERY NOTE BY US POWER SQUADRON 1988 (LH)
 DJ0638'RECOVERED IN GOOD CONDITION.
 DJ0638
 DJ0638                          STATION RECOVERY (2007)
 DJ0638
 DJ0638'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007
 DJ0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0211 ***********************************************************************
 DJ0211  DESIGNATION -  45 V 114
 DJ0211  PID         -  DJ0211
 DJ0211  STATE/COUNTY-  MS/LOWNDES
 DJ0211  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0211
 DJ0211                         *CURRENT SURVEY CONTROL
 DJ0211  ___________________________________________________________________
 DJ0211* NAD 83(1986)-  33 29 14.     (N)    088 28 09.     (W)     SCALED    
 DJ0211* NAVD 88     -        50.520  (meters)     165.75   (feet)  ADJUSTED  
 DJ0211  ___________________________________________________________________
 DJ0211  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0211  DYNAMIC HT  -          50.466 (meters)     165.57  (feet)  COMP
 DJ0211  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 DJ0211
 DJ0211  VERT ORDER  -  SECOND    CLASS 0
 DJ0211
 DJ0211.The horizontal coordinates were scaled from a topographic map and have
 DJ0211.an estimated accuracy of +/- 6 seconds.
 DJ0211
 DJ0211.The orthometric height was determined by differential leveling
 DJ0211.and adjusted in June 1991.
 DJ0211
 DJ0211.The geoid height was determined by GEOID03.
 DJ0211
 DJ0211.The dynamic height is computed by dividing the NAVD 88
 DJ0211.geopotential number by the normal gravity value computed on the
 DJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0211.degrees latitude (g = 980.6199 gals.).
 DJ0211
 DJ0211.The modeled gravity was interpolated from observed gravity values.
 DJ0211
 DJ0211;                    North         East    Units  Estimated Accuracy
 DJ0211;SPC MS E     -   442,130.      333,840.      MT  (+/- 180 meters Scaled)
 DJ0211
 DJ0211                          SUPERSEDED SURVEY CONTROL
 DJ0211
 DJ0211  NGVD 29 (??/??/92)   50.49   (m)          165.6    (f) COMPUTED    2 0
 DJ0211
 DJ0211.Superseded values are not recommended for survey control.
 DJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0211.See file dsdata.txt to determine how the superseded data were derived.
 DJ0211
 DJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC635062(NAD 83)
 DJ0211_MARKER: DD = SURVEY DISK
 DJ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0211_STAMPING: BM 45V-114 1964
 DJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0211+STABILITY: SURFACE MOTION
 DJ0211
 DJ0211  HISTORY     - Date     Condition        Report By
 DJ0211  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0211  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DJ0211
 DJ0211                          STATION DESCRIPTION
 DJ0211
 DJ0211'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0211'3.0 MI WNW FROM COLUMBUS.
 DJ0211'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK
 DJ0211'TO THE JUNCTION OF U.S. HIGHWAYS 82 AND 45, CONTINUE WEST ON HIGHWAY
 DJ0211'82 FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, NORTH AND FOLLOW A
 DJ0211'BLACKTOP ROAD 0.35 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0211'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 93.0 FEET
 DJ0211'EAST OF THE CENTER OF THE BLACKTOP ROAD, 27.0 FEET SOUTH OF THE CENTER
 DJ0211'OF A GRAVEL ROAD, 12.4 FEET EAST OF A POWERLINE POLE AND FENCE CORNER,
 DJ0211'1.2 FEET NORTH OF A FENCE AND FLUSH WITH THE GROUND.  A METAL WITNESS
 DJ0211'POST WAS SET 1.8 FEET WEST OF THE MARK.
 DJ0211
 DJ0211                          STATION RECOVERY (1989)
 DJ0211
 DJ0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (RB)
 DJ0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0212 ***********************************************************************
 DJ0212  DESIGNATION -  45 V 115
 DJ0212  PID         -  DJ0212
 DJ0212  STATE/COUNTY-  MS/LOWNDES
 DJ0212  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0212
 DJ0212                         *CURRENT SURVEY CONTROL
 DJ0212  ___________________________________________________________________
 DJ0212* NAD 83(1986)-  33 29 29.     (N)    088 27 31.     (W)     SCALED    
 DJ0212* NAVD 88     -        53.378  (meters)     175.12   (feet)  ADJUSTED  
 DJ0212  ___________________________________________________________________
 DJ0212  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0212  DYNAMIC HT  -          53.321 (meters)     174.94  (feet)  COMP
 DJ0212  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 DJ0212
 DJ0212  VERT ORDER  -  SECOND    CLASS 0
 DJ0212
 DJ0212.The horizontal coordinates were scaled from a topographic map and have
 DJ0212.an estimated accuracy of +/- 6 seconds.
 DJ0212
 DJ0212.The orthometric height was determined by differential leveling
 DJ0212.and adjusted in June 1991.
 DJ0212
 DJ0212.The geoid height was determined by GEOID03.
 DJ0212
 DJ0212.The dynamic height is computed by dividing the NAVD 88
 DJ0212.geopotential number by the normal gravity value computed on the
 DJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0212.degrees latitude (g = 980.6199 gals.).
 DJ0212
 DJ0212.The modeled gravity was interpolated from observed gravity values.
 DJ0212
 DJ0212;                    North         East    Units  Estimated Accuracy
 DJ0212;SPC MS E     -   442,600.      334,820.      MT  (+/- 180 meters Scaled)
 DJ0212
 DJ0212                          SUPERSEDED SURVEY CONTROL
 DJ0212
 DJ0212  NGVD 29 (??/??/92)   53.36   (m)          175.1    (f) COMPUTED    2 0
 DJ0212
 DJ0212.Superseded values are not recommended for survey control.
 DJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0212.See file dsdata.txt to determine how the superseded data were derived.
 DJ0212
 DJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC644067(NAD 83)
 DJ0212_MARKER: DD = SURVEY DISK
 DJ0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0212_SP_SET: BRIDGE
 DJ0212_STAMPING: BM 45V-115 1964
 DJ0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0212
 DJ0212  HISTORY     - Date     Condition        Report By
 DJ0212  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0212  HISTORY     - 1981     GOOD             LOCSUR
 DJ0212
 DJ0212                          STATION DESCRIPTION
 DJ0212
 DJ0212'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0212'2.5 MI WNW FROM COLUMBUS.
 DJ0212'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK
 DJ0212'TO THE JUNCTION OF U.S. HIGHWAYS 82 AND 45, TURN RIGHT, NORTH, ON U.S.
 DJ0212'45 AND GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT, WEST, ON PLYMOUTH
 DJ0212'ROAD AND GO 1.6 MILES TO A WOODEN GATE, PASS THROUGH GATE AND CONTINUE
 DJ0212'WEST 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT, SOUTH, ON A GRAVEL ROAD
 DJ0212'AND GO 0.8 MILE TO THE NEW U. S. HIGHWAY 45 BRIDGE (UNDER
 DJ0212'CONSTRUCTION) AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN
 DJ0212'CEMENT IN A DRILLED HOLE IN THE SOUTHEAST ABUTMENT OF THE BRIDGE, 41.0
 DJ0212'FEET SOUTH OF THE CENTER AND 4 FEET BELOW THE LEVEL OF THE BRIDGE.
 DJ0212
 DJ0212                          STATION RECOVERY (1981)
 DJ0212
 DJ0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0213 ***********************************************************************
 DJ0213  DESIGNATION -  45 V 116
 DJ0213  PID         -  DJ0213
 DJ0213  STATE/COUNTY-  MS/LOWNDES
 DJ0213  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0213
 DJ0213                         *CURRENT SURVEY CONTROL
 DJ0213  ___________________________________________________________________
 DJ0213* NAD 83(1986)-  33 30 08.     (N)    088 27 28.     (W)     SCALED    
 DJ0213* NAVD 88     -        50.345  (meters)     165.17   (feet)  ADJUSTED  
 DJ0213  ___________________________________________________________________
 DJ0213  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0213  DYNAMIC HT  -          50.292 (meters)     165.00  (feet)  COMP
 DJ0213  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DJ0213
 DJ0213  VERT ORDER  -  SECOND    CLASS 0
 DJ0213
 DJ0213.The horizontal coordinates were scaled from a topographic map and have
 DJ0213.an estimated accuracy of +/- 6 seconds.
 DJ0213
 DJ0213.The orthometric height was determined by differential leveling
 DJ0213.and adjusted in June 1991.
 DJ0213
 DJ0213.The geoid height was determined by GEOID03.
 DJ0213
 DJ0213.The dynamic height is computed by dividing the NAVD 88
 DJ0213.geopotential number by the normal gravity value computed on the
 DJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0213.degrees latitude (g = 980.6199 gals.).
 DJ0213
 DJ0213.The modeled gravity was interpolated from observed gravity values.
 DJ0213
 DJ0213;                    North         East    Units  Estimated Accuracy
 DJ0213;SPC MS E     -   443,800.      334,900.      MT  (+/- 180 meters Scaled)
 DJ0213
 DJ0213                          SUPERSEDED SURVEY CONTROL
 DJ0213
 DJ0213  NGVD 29 (??/??/92)   50.32   (m)          165.1    (f) COMPUTED    2 0
 DJ0213
 DJ0213.Superseded values are not recommended for survey control.
 DJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0213.See file dsdata.txt to determine how the superseded data were derived.
 DJ0213
 DJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC645079(NAD 83)
 DJ0213_MARKER: DD = SURVEY DISK
 DJ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0213_STAMPING: BM 45V-116 1964
 DJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0213+STABILITY: SURFACE MOTION
 DJ0213
 DJ0213  HISTORY     - Date     Condition        Report By
 DJ0213  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0213
 DJ0213                          STATION DESCRIPTION
 DJ0213
 DJ0213'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0213'2.0 MI NW FROM COLUMBUS.
 DJ0213'TO REACH FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK TO THE
 DJ0213'JUNCTION OF U.S. HIGHWAYS 82 AND 45, TURN RIGHT, NORTH, ON U.S. 45 AND
 DJ0213'GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT, WEST, ON PLYMOUTH ROAD AND
 DJ0213'GO 1.6 MILES TO A WOODEN GATE, AND THE MARK ON THE RIGHT. THE MARK IS
 DJ0213'A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 49.6
 DJ0213'FEET NORTH OF A POWERLINE POLE, 15.3 FEET WEST OF THE CENTER OF A
 DJ0213'GRAVELED ROAD, 13.6 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3.0
 DJ0213'FEET NORTHEAST OF A FENCE CORNER POST, ABOUT LEVEL WITH THE GRAVEL
 DJ0213'ROAD AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.7 FEET
 DJ0213'SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0214 ***********************************************************************
 DJ0214  DESIGNATION -  45 V 117
 DJ0214  PID         -  DJ0214
 DJ0214  STATE/COUNTY-  MS/LOWNDES
 DJ0214  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0214
 DJ0214                         *CURRENT SURVEY CONTROL
 DJ0214  ___________________________________________________________________
 DJ0214* NAD 83(1986)-  33 30 09.     (N)    088 26 41.     (W)     SCALED    
 DJ0214* NAVD 88     -        50.005  (meters)     164.06   (feet)  ADJUSTED  
 DJ0214  ___________________________________________________________________
 DJ0214  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0214  DYNAMIC HT  -          49.951 (meters)     163.88  (feet)  COMP
 DJ0214  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DJ0214
 DJ0214  VERT ORDER  -  SECOND    CLASS 0
 DJ0214
 DJ0214.The horizontal coordinates were scaled from a topographic map and have
 DJ0214.an estimated accuracy of +/- 6 seconds.
 DJ0214
 DJ0214.The orthometric height was determined by differential leveling
 DJ0214.and adjusted in June 1991.
 DJ0214
 DJ0214.The geoid height was determined by GEOID03.
 DJ0214
 DJ0214.The dynamic height is computed by dividing the NAVD 88
 DJ0214.geopotential number by the normal gravity value computed on the
 DJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0214.degrees latitude (g = 980.6199 gals.).
 DJ0214
 DJ0214.The modeled gravity was interpolated from observed gravity values.
 DJ0214
 DJ0214;                    North         East    Units  Estimated Accuracy
 DJ0214;SPC MS E     -   443,840.      336,110.      MT  (+/- 180 meters Scaled)
 DJ0214
 DJ0214                          SUPERSEDED SURVEY CONTROL
 DJ0214
 DJ0214  NGVD 29 (??/??/92)   49.98   (m)          164.0    (f) COMPUTED    2 0
 DJ0214
 DJ0214.Superseded values are not recommended for survey control.
 DJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0214.See file dsdata.txt to determine how the superseded data were derived.
 DJ0214
 DJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC658079(NAD 83)
 DJ0214_MARKER: DD = SURVEY DISK
 DJ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0214_STAMPING: BM 45V-117 1964
 DJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0214+STABILITY: SURFACE MOTION
 DJ0214
 DJ0214  HISTORY     - Date     Condition        Report By
 DJ0214  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0214  HISTORY     - 1981     GOOD             LOCSUR
 DJ0214
 DJ0214                          STATION DESCRIPTION
 DJ0214
 DJ0214'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0214'1.5 MI NW FROM COLUMBUS.
 DJ0214'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK
 DJ0214'TO THE JUNCTION OF U.S. HIGHWAYS 82 AND 45, TURN RIGHT, NORTH, ON U.
 DJ0214'S. 45 AND GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT, WEST, ON
 DJ0214'PLYMOUTH ROAD AND GO 0.9 MILE TO PLYMOUTH ROAD BAPTIST CHURCH AND THE
 DJ0214'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0214'ROUND, CONCRETE POST.  IT IS 28.6 FEET SOUTH OF THE CENTERLINE OF THE
 DJ0214'ROAD, 23.3 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 8.9 FEET
 DJ0214'SOUTHEAST OF A POWERLINE POLE, 1 FOOT BELOW THE LEVEL OF PLYMOUTH ROAD
 DJ0214'AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 2 FEET
 DJ0214'NORTHEAST OF THE MARK.
 DJ0214
 DJ0214                          STATION RECOVERY (1981)
 DJ0214
 DJ0214'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0215 ***********************************************************************
 DJ0215  DESIGNATION -  45 V 118
 DJ0215  PID         -  DJ0215
 DJ0215  STATE/COUNTY-  MS/LOWNDES
 DJ0215  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0215
 DJ0215                         *CURRENT SURVEY CONTROL
 DJ0215  ___________________________________________________________________
 DJ0215* NAD 83(1986)-  33 30 09.     (N)    088 26 12.     (W)     SCALED    
 DJ0215* NAVD 88     -        50.793  (meters)     166.64   (feet)  ADJUSTED  
 DJ0215  ___________________________________________________________________
 DJ0215  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0215  DYNAMIC HT  -          50.739 (meters)     166.47  (feet)  COMP
 DJ0215  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DJ0215
 DJ0215  VERT ORDER  -  SECOND    CLASS 0
 DJ0215
 DJ0215.The horizontal coordinates were scaled from a topographic map and have
 DJ0215.an estimated accuracy of +/- 6 seconds.
 DJ0215
 DJ0215.The orthometric height was determined by differential leveling
 DJ0215.and adjusted in June 1991.
 DJ0215
 DJ0215.The geoid height was determined by GEOID03.
 DJ0215
 DJ0215.The dynamic height is computed by dividing the NAVD 88
 DJ0215.geopotential number by the normal gravity value computed on the
 DJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0215.degrees latitude (g = 980.6199 gals.).
 DJ0215
 DJ0215.The modeled gravity was interpolated from observed gravity values.
 DJ0215
 DJ0215;                    North         East    Units  Estimated Accuracy
 DJ0215;SPC MS E     -   443,840.      336,860.      MT  (+/- 180 meters Scaled)
 DJ0215
 DJ0215                          SUPERSEDED SURVEY CONTROL
 DJ0215
 DJ0215  NGVD 29 (??/??/92)   50.77   (m)          166.6    (f) COMPUTED    2 0
 DJ0215
 DJ0215.Superseded values are not recommended for survey control.
 DJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0215.See file dsdata.txt to determine how the superseded data were derived.
 DJ0215
 DJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC665079(NAD 83)
 DJ0215_MARKER: DD = SURVEY DISK
 DJ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0215_STAMPING: BM 45V-118 1964
 DJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0215+STABILITY: SURFACE MOTION
 DJ0215
 DJ0215  HISTORY     - Date     Condition        Report By
 DJ0215  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0215
 DJ0215                          STATION DESCRIPTION
 DJ0215
 DJ0215'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0215'0.8 MI N FROM COLUMBUS.
 DJ0215'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK
 DJ0215'TO THE JUNCTION OF U. S. HIGHWAYS 82 AND 45, TURN RIGHT, NORTH, ON
 DJ0215'U.S. 45 AND GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT, WEST, ON
 DJ0215'PLYMOUTH ROAD AND GO 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK IS A
 DJ0215'DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 32.2
 DJ0215'FEET SOUTH OF PLYMOUTH ROAD, 29.5 FEET EAST OF THE CENTER OF A GRAVEL
 DJ0215'STREET, 28.6 FEET WEST OF THE CENTER OF A SIDEWALK, 6.5 FEET NORTH OF
 DJ0215'A 14 INCH PECAN TREE, ABOUT LEVEL WITH PLYMOUTH ROAD AND FLUSH WITH
 DJ0215'THE GROUND.  A METAL WITNESS POST WAS SET 1.7 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0216 ***********************************************************************
 DJ0216  DESIGNATION -  45 V 119
 DJ0216  PID         -  DJ0216
 DJ0216  STATE/COUNTY-  MS/LOWNDES
 DJ0216  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0216
 DJ0216                         *CURRENT SURVEY CONTROL
 DJ0216  ___________________________________________________________________
 DJ0216* NAD 83(1986)-  33 30 04.     (N)    088 25 46.     (W)     SCALED    
 DJ0216* NAVD 88     -        55.106  (meters)     180.79   (feet)  ADJUSTED  
 DJ0216  ___________________________________________________________________
 DJ0216  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0216  DYNAMIC HT  -          55.047 (meters)     180.60  (feet)  COMP
 DJ0216  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DJ0216
 DJ0216  VERT ORDER  -  SECOND    CLASS 0
 DJ0216
 DJ0216.The horizontal coordinates were scaled from a topographic map and have
 DJ0216.an estimated accuracy of +/- 6 seconds.
 DJ0216
 DJ0216.The orthometric height was determined by differential leveling
 DJ0216.and adjusted in June 1991.
 DJ0216
 DJ0216.The geoid height was determined by GEOID03.
 DJ0216
 DJ0216.The dynamic height is computed by dividing the NAVD 88
 DJ0216.geopotential number by the normal gravity value computed on the
 DJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0216.degrees latitude (g = 980.6199 gals.).
 DJ0216
 DJ0216.The modeled gravity was interpolated from observed gravity values.
 DJ0216
 DJ0216;                    North         East    Units  Estimated Accuracy
 DJ0216;SPC MS E     -   443,690.      337,530.      MT  (+/- 180 meters Scaled)
 DJ0216
 DJ0216                          SUPERSEDED SURVEY CONTROL
 DJ0216
 DJ0216  NGVD 29 (??/??/92)   55.09   (m)          180.7    (f) COMPUTED    2 0
 DJ0216
 DJ0216.Superseded values are not recommended for survey control.
 DJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0216.See file dsdata.txt to determine how the superseded data were derived.
 DJ0216
 DJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC672077(NAD 83)
 DJ0216_MARKER: DD = SURVEY DISK
 DJ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0216_STAMPING: BM 45V-119 1964
 DJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0216+STABILITY: SURFACE MOTION
 DJ0216
 DJ0216  HISTORY     - Date     Condition        Report By
 DJ0216  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0216
 DJ0216                          STATION DESCRIPTION
 DJ0216
 DJ0216'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0216'0.45 MI N FROM COLUMBUS.
 DJ0216'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS, GO WEST ONE BLOCK
 DJ0216'TO THE JUNCTION OF U.S. HIGHWAYS 82 AND 45, TURN RIGHT, NORTH, ON U.
 DJ0216'S. 45 AND GO 0.45 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0216'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 55.7 FEET
 DJ0216'EAST OF THE CENTERLINE OF THE HIGHWAY, 34.5 FEET SOUTHEAST OF A
 DJ0216'POWERLINE POLE, 31.1 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, 2 FEET
 DJ0216'ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL
 DJ0216'WITNESS POST WAS SET 1.7 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0410 ***********************************************************************
 BV0410  DESIGNATION -  45 V 12
 BV0410  PID         -  BV0410
 BV0410  STATE/COUNTY-  MS/WAYNE
 BV0410  USGS QUAD   -  WAYNESBORO (1982)
 BV0410
 BV0410                         *CURRENT SURVEY CONTROL
 BV0410  ___________________________________________________________________
 BV0410* NAD 83(1986)-  31 42 10.     (N)    088 38 38.     (W)     SCALED    
 BV0410* NAVD 88     -        78.005  (meters)     255.92   (feet)  ADJUSTED  
 BV0410  ___________________________________________________________________
 BV0410  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV0410  DYNAMIC HT  -          77.913 (meters)     255.62  (feet)  COMP
 BV0410  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 BV0410
 BV0410  VERT ORDER  -  FIRST     CLASS II
 BV0410
 BV0410.The horizontal coordinates were scaled from a topographic map and have
 BV0410.an estimated accuracy of +/- 6 seconds.
 BV0410
 BV0410.The orthometric height was determined by differential leveling
 BV0410.and adjusted in June 1991.
 BV0410
 BV0410.The geoid height was determined by GEOID03.
 BV0410
 BV0410.The dynamic height is computed by dividing the NAVD 88
 BV0410.geopotential number by the normal gravity value computed on the
 BV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0410.degrees latitude (g = 980.6199 gals.).
 BV0410
 BV0410.The modeled gravity was interpolated from observed gravity values.
 BV0410
 BV0410;                    North         East    Units  Estimated Accuracy
 BV0410;SPC MS E     -   244,210.      317,960.      MT  (+/- 180 meters Scaled)
 BV0410
 BV0410                          SUPERSEDED SURVEY CONTROL
 BV0410
 BV0410  NGVD 29 (??/??/??)   77.981  (m)          255.84   (f) ADJUSTED    1 2
 BV0410
 BV0410.Superseded values are not recommended for survey control.
 BV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0410.See file dsdata.txt to determine how the superseded data were derived.
 BV0410
 BV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA442086(NAD 83)
 BV0410_MARKER: DD = SURVEY DISK
 BV0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0410_SP_SET: CONCRETE POST
 BV0410_STAMPING: BM 45V-12 1961
 BV0410_MARK LOGO: MSHD  
 BV0410_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0410+STABILITY: SURFACE MOTION
 BV0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0410+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0410
 BV0410  HISTORY     - Date     Condition        Report By
 BV0410  HISTORY     - 1961     MONUMENTED       MSHD
 BV0410  HISTORY     - 1964     GOOD             NGS
 BV0410  HISTORY     - 1980     GOOD             NGS
 BV0410  HISTORY     - 19910725 GOOD             MSHD
 BV0410  HISTORY     - 20000713 MARK NOT FOUND   NGS
 BV0410
 BV0410                          STATION DESCRIPTION
 BV0410
 BV0410'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0410'1.75 MI N FROM WAYNESBORO.
 BV0410'THE MARK IS LOCATED ABOUT 1 3/4 MILES NORTH OF WAYNESBORO, ALONG AND
 BV0410'ON THE EAST SIDE OF U.S. HIGHWAY 45, AT THE NORTH EDGE OF A HEAVILY
 BV0410'WOODED AREA AND AT THE SOUTH EDGE OF A SMALL OPEN AREA.  TO REACH FROM
 BV0410'THE JUNCTION OF U.S. HIGHWAYS 45 AND 84 AND STATE HIGHWAY 63 IN THE
 BV0410'EAST EDGE OF WAYNESBORO GO NORTH ON U.S. 45 FOR 1.8 MILES TO A DIM
 BV0410'DRIVEWAY RIGHT ENTERING THE SMALL OPEN AREA AND AT A SIGN 4 MILES BECK
 BV0410'MOTEL AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND
 BV0410'GS BRONZE DISK STAMPED B. M. 45V-12 1961 AND IS SET IN THE TOP OF A
 BV0410'12-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES.  IT IS 78 FEET EAST
 BV0410'OF THE CENTER OF U.S. 45, 22 FEET EAST OF THE EAST LEG OF THE SIGN, 11
 BV0410'FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 7 FEET NORTHWEST OF A
 BV0410'30-INCH OAK.  A METAL WITNESS SIGNPOST WAS SET 2 FEET WEST-NORTHWEST
 BV0410'OF THE MARK.
 BV0410
 BV0410                          STATION RECOVERY (1964)
 BV0410
 BV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0410'RECOVERED IN GOOD CONDITION.
 BV0410
 BV0410                          STATION RECOVERY (1980)
 BV0410
 BV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0410'OMIT-THE MEASUREMENTS FOR THE SIGN FOR THE BECK MOTEL.
 BV0410'ADD-5.8 METERS (19 FEET) SOUTHEAST OF THE MOST EASTERLY OF TWO LEGS
 BV0410'OF A SIGN FOR THE PURINA CHOW COMPANY.
 BV0410
 BV0410                          STATION RECOVERY (1991)
 BV0410
 BV0410'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0410'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH OF WAYNESBORO, ON THE
 BV0410'EAST R.O.W. OF U.S. HIGHWAY 45 AND IS IN SECTION 36, T 9N, R 7W.
 BV0410'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0410'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0410'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 1.95 MI
 BV0410'(3.14 KM) TO THE MARK ON THE RIGHT.
 BV0410'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0410'ABOUT LEVEL WITH THE HIGHWAY, FLUSH WITH THE GROUND, 82.0 FT
 BV0410'(25.0 M) SOUTHEAST OF A UTILITY POLE, 78.0 FT (23.8 M) EAST OF THE
 BV0410'CENTER OF HIGHWAY 45, 43.0 FT (13.1 M) SOUTHEAST OF THE WEST POST OF
 BV0410'THE LAKEVIEW MOTEL SIGN, 19.0 FT (5.8 M) SOUTHEAST OF THE EAST POST
 BV0410'OF THE PURINA CHOW SIGN, 6.0 FT (1.8 M) NORTHWEST OF A 36 INCH OAK
 BV0410'AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 BV0410
 BV0410                          STATION RECOVERY (2000)
 BV0410
 BV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0410'PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0234 ***********************************************************************
 DJ0234  DESIGNATION -  45 V 120
 DJ0234  PID         -  DJ0234
 DJ0234  STATE/COUNTY-  MS/LOWNDES
 DJ0234  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0234
 DJ0234                         *CURRENT SURVEY CONTROL
 DJ0234  ___________________________________________________________________
 DJ0234* NAD 83(1986)-  33 30 40.     (N)    088 26 00.     (W)     SCALED    
 DJ0234* NAVD 88     -        52.194  (meters)     171.24   (feet)  ADJUSTED  
 DJ0234  ___________________________________________________________________
 DJ0234  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0234  DYNAMIC HT  -          52.138 (meters)     171.06  (feet)  COMP
 DJ0234  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 DJ0234
 DJ0234  VERT ORDER  -  SECOND    CLASS 0
 DJ0234
 DJ0234.The horizontal coordinates were scaled from a topographic map and have
 DJ0234.an estimated accuracy of +/- 6 seconds.
 DJ0234
 DJ0234.The orthometric height was determined by differential leveling
 DJ0234.and adjusted in June 1991.
 DJ0234
 DJ0234.The geoid height was determined by GEOID03.
 DJ0234
 DJ0234.The dynamic height is computed by dividing the NAVD 88
 DJ0234.geopotential number by the normal gravity value computed on the
 DJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0234.degrees latitude (g = 980.6199 gals.).
 DJ0234
 DJ0234.The modeled gravity was interpolated from observed gravity values.
 DJ0234
 DJ0234;                    North         East    Units  Estimated Accuracy
 DJ0234;SPC MS E     -   444,800.      337,160.      MT  (+/- 180 meters Scaled)
 DJ0234
 DJ0234                          SUPERSEDED SURVEY CONTROL
 DJ0234
 DJ0234  NGVD 29 (??/??/92)   52.17   (m)          171.2    (f) COMPUTED    2 0
 DJ0234
 DJ0234.Superseded values are not recommended for survey control.
 DJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0234.See file dsdata.txt to determine how the superseded data were derived.
 DJ0234
 DJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC668088(NAD 83)
 DJ0234_MARKER: DD = SURVEY DISK
 DJ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0234_STAMPING: 45V-120 1964
 DJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0234+STABILITY: SURFACE MOTION
 DJ0234
 DJ0234  HISTORY     - Date     Condition        Report By
 DJ0234  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0234
 DJ0234                          STATION DESCRIPTION
 DJ0234
 DJ0234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0234'1.25 MI N FROM COLUMBUS.
 DJ0234'TO REACH FROM THE U. S. POST OFFICE IN COLUMBUS GO WEST ONE BLOCK AND
 DJ0234'TURN RIGHT, NORTH ON U.S. HIGHWAY 45 AND GO 1.25 MILES TO A SOUTHLAND
 DJ0234'SERVICE STATION ON THE LEFT AND THE MARK ON THE LEFT IN THE SAFETY
 DJ0234'ISLAND.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0234'CONCRETE POST.  IT IS 43 FEET WEST OF THE CENTERLINE OF HIGHWAY 45, 21
 DJ0234'FEET NORTH OF THE SOUTH CURB, 31 FEET SOUTH OF THE NORTH CURB, 42.7
 DJ0234'FEET EAST OF THE POINT OF CURB AROUND THE SAFETY ISLAND, 1 FOOT NORTH
 DJ0234'OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH
 DJ0234'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0235 ***********************************************************************
 DJ0235  DESIGNATION -  45 V 121
 DJ0235  PID         -  DJ0235
 DJ0235  STATE/COUNTY-  MS/LOWNDES
 DJ0235  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0235
 DJ0235                         *CURRENT SURVEY CONTROL
 DJ0235  ___________________________________________________________________
 DJ0235* NAD 83(1986)-  33 30 57.     (N)    088 26 02.     (W)     SCALED    
 DJ0235* NAVD 88     -        52.082  (meters)     170.87   (feet)  ADJUSTED  
 DJ0235  ___________________________________________________________________
 DJ0235  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0235  DYNAMIC HT  -          52.026 (meters)     170.69  (feet)  COMP
 DJ0235  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DJ0235
 DJ0235  VERT ORDER  -  SECOND    CLASS 0
 DJ0235
 DJ0235.The horizontal coordinates were scaled from a topographic map and have
 DJ0235.an estimated accuracy of +/- 6 seconds.
 DJ0235
 DJ0235.The orthometric height was determined by differential leveling
 DJ0235.and adjusted in June 1991.
 DJ0235
 DJ0235.The geoid height was determined by GEOID03.
 DJ0235
 DJ0235.The dynamic height is computed by dividing the NAVD 88
 DJ0235.geopotential number by the normal gravity value computed on the
 DJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0235.degrees latitude (g = 980.6199 gals.).
 DJ0235
 DJ0235.The modeled gravity was interpolated from observed gravity values.
 DJ0235
 DJ0235;                    North         East    Units  Estimated Accuracy
 DJ0235;SPC MS E     -   445,320.      337,110.      MT  (+/- 180 meters Scaled)
 DJ0235
 DJ0235                          SUPERSEDED SURVEY CONTROL
 DJ0235
 DJ0235  NGVD 29 (??/??/92)   52.06   (m)          170.8    (f) COMPUTED    2 0
 DJ0235
 DJ0235.Superseded values are not recommended for survey control.
 DJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0235.See file dsdata.txt to determine how the superseded data were derived.
 DJ0235
 DJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC668093(NAD 83)
 DJ0235_MARKER: DD = SURVEY DISK
 DJ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0235_STAMPING: 45V-121 1964
 DJ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0235+STABILITY: SURFACE MOTION
 DJ0235
 DJ0235  HISTORY     - Date     Condition        Report By
 DJ0235  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0235
 DJ0235                          STATION DESCRIPTION
 DJ0235
 DJ0235'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0235'1.6 MI N FROM COLUMBUS.
 DJ0235'TO REACH THE MARK FROM THE U. S. POST OFFICE IN COLUMBUS GO WEST FOR
 DJ0235'ONE BLOCK AND TURN RIGHT, NORTH ON U.S. HIGHWAY 45, CONTINUE 1.6 MILES
 DJ0235'TO 18TH AVENUE AND A GULF OIL STATION ON THE RIGHT AND THE MARK IN THE
 DJ0235'SOUTHEAST ANGLE OF THE HIGHWAY AND 18TH AVENUE AS DESCRIBED. THE MARK
 DJ0235'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 43
 DJ0235'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36.5 FEET SOUTHWEST OF A
 DJ0235'POWER POLE, 37.5 FEET NORTHWEST OF A GULF OIL SIGN POST, 8 FEET EAST
 DJ0235'OF A POWER POLE, 48 FEET SOUTH OF THE CENTER OF 18TH AVENUE, 1 FOOT
 DJ0235'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH
 DJ0235'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1472 ***********************************************************************
 DJ1472  DESIGNATION -  45 V 122 RESET
 DJ1472  PID         -  DJ1472
 DJ1472  STATE/COUNTY-  MS/LOWNDES
 DJ1472  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1472
 DJ1472                         *CURRENT SURVEY CONTROL
 DJ1472  ___________________________________________________________________
 DJ1472* NAD 83(1986)-  33 31 42.     (N)    088 26 10.     (W)     SCALED    
 DJ1472* NAVD 88     -        52.94   (+/-2cm)     173.7    (feet)  VERTCON   
 DJ1472  ___________________________________________________________________
 DJ1472  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1472  VERT ORDER  -  THIRD (See Below)
 DJ1472
 DJ1472.The horizontal coordinates were scaled from a topographic map and have
 DJ1472.an estimated accuracy of +/- 6 seconds.
 DJ1472
 DJ1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1472.The vertical order pertains to the NGVD 29 superseded value.
 DJ1472
 DJ1472.The geoid height was determined by GEOID03.
 DJ1472
 DJ1472;                    North         East    Units  Estimated Accuracy
 DJ1472;SPC MS E     -   446,700.      336,900.      MT  (+/- 180 meters Scaled)
 DJ1472
 DJ1472                          SUPERSEDED SURVEY CONTROL
 DJ1472
 DJ1472  NGVD 29 (08/12/04)   52.92   (m)          173.6    (f) RESET       3  
 DJ1472
 DJ1472.Superseded values are not recommended for survey control.
 DJ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1472.See file dsdata.txt to determine how the superseded data were derived.
 DJ1472
 DJ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC666107(NAD 83)
 DJ1472_MARKER: DB = BENCH MARK DISK
 DJ1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1472_SP_SET: CONCRETE CURB
 DJ1472_STAMPING: 45 V 122 RESET 1977
 DJ1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1472
 DJ1472  HISTORY     - Date     Condition        Report By
 DJ1472  HISTORY     - 1977     MONUMENTED       NGS
 DJ1472
 DJ1472                          STATION DESCRIPTION
 DJ1472
 DJ1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DJ1472'IN COLUMBUS.
 DJ1472'0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE IN COLUMBUS,
 DJ1472'THENCE NORTH 2.5 MILES ALONG U.S. HIGHWAY 45 TO 31ST. AVE. AND MARK ON
 DJ1472'RIGHT, 44.5 FT. EAST OF THE CENTER OF HIGHWAY 45, 21.5 FT. NORTH OF
 DJ1472'THE CENTER OF 31ST. AVE., 57.6 FT. NORTH NORTHWEST OF A FIRE HYDRANT,
 DJ1472'16.3 FT. WEST-SOUTHWEST OF POWER POLE AND SET IN
 DJ1472'SOUTHEAST CORNER OF CONCRETE CURB DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0237 ***********************************************************************
 DJ0237  DESIGNATION -  45 V 123
 DJ0237  PID         -  DJ0237
 DJ0237  STATE/COUNTY-  MS/LOWNDES
 DJ0237  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0237
 DJ0237                         *CURRENT SURVEY CONTROL
 DJ0237  ___________________________________________________________________
 DJ0237* NAD 83(1986)-  33 32 18.     (N)    088 26 18.     (W)     SCALED    
 DJ0237* NAVD 88     -        56.389  (meters)     185.00   (feet)  ADJUSTED  
 DJ0237  ___________________________________________________________________
 DJ0237  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0237  DYNAMIC HT  -          56.329 (meters)     184.81  (feet)  COMP
 DJ0237  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 DJ0237
 DJ0237  VERT ORDER  -  SECOND    CLASS 0
 DJ0237
 DJ0237.The horizontal coordinates were scaled from a topographic map and have
 DJ0237.an estimated accuracy of +/- 6 seconds.
 DJ0237
 DJ0237.The orthometric height was determined by differential leveling
 DJ0237.and adjusted in June 1991.
 DJ0237
 DJ0237.The geoid height was determined by GEOID03.
 DJ0237
 DJ0237.The dynamic height is computed by dividing the NAVD 88
 DJ0237.geopotential number by the normal gravity value computed on the
 DJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0237.degrees latitude (g = 980.6199 gals.).
 DJ0237
 DJ0237.The modeled gravity was interpolated from observed gravity values.
 DJ0237
 DJ0237;                    North         East    Units  Estimated Accuracy
 DJ0237;SPC MS E     -   447,810.      336,690.      MT  (+/- 180 meters Scaled)
 DJ0237
 DJ0237                          SUPERSEDED SURVEY CONTROL
 DJ0237
 DJ0237  NGVD 29 (??/??/92)   56.38   (m)          185.0    (f) COMPUTED    2 0
 DJ0237
 DJ0237.Superseded values are not recommended for survey control.
 DJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0237.See file dsdata.txt to determine how the superseded data were derived.
 DJ0237
 DJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC664118(NAD 83)
 DJ0237_MARKER: DD = SURVEY DISK
 DJ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0237_STAMPING: 45V-123 1964
 DJ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0237+STABILITY: SURFACE MOTION
 DJ0237
 DJ0237  HISTORY     - Date     Condition        Report By
 DJ0237  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0237
 DJ0237                          STATION DESCRIPTION
 DJ0237
 DJ0237'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0237'3.15 MI N FROM COLUMBUS.
 DJ0237'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST FOR ONE
 DJ0237'BLOCK AND TURN RIGHT, NORTH ON U. S. HIGHWAY 45 AND GO 3.15 MILES TO A
 DJ0237'CROSSROAD AND THE MARK IN THE NORTHWEST ANGLE.  THE MARK IS A DISK SET
 DJ0237'IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 126 FEET WEST OF
 DJ0237'THE CENTERLINE OF U. S. HIGHWAY 45, 207 FEET NORTHWEST OF THE CROSSING
 DJ0237'OF THE HIGHWAY AND A BLACKTOPPED ROAD, 145 FEET NORTH OF THE CENTER OF
 DJ0237'THE BLACKTOP ROAD, 3 FEET EAST OF A TELEPHONE LINE POLE, 1 FOOT
 DJ0237'NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 DJ0237'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1479 ***********************************************************************
 DJ1479  DESIGNATION -  45 V 124 RESET
 DJ1479  PID         -  DJ1479
 DJ1479  STATE/COUNTY-  MS/LOWNDES
 DJ1479  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1479
 DJ1479                         *CURRENT SURVEY CONTROL
 DJ1479  ___________________________________________________________________
 DJ1479* NAD 83(1986)-  33 34 53.     (N)    088 25 40.     (W)     SCALED    
 DJ1479* NAVD 88     -        61.48   (meters)     201.7    (feet)  RESET     
 DJ1479  ___________________________________________________________________
 DJ1479  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ1479  VERT ORDER  -  THIRD
 DJ1479
 DJ1479.The horizontal coordinates were scaled from a topographic map and have
 DJ1479.an estimated accuracy of +/- 6 seconds.
 DJ1479
 DJ1479.The orthometric height was computed from unverified reset data.
 DJ1479.No vertical observational check was made to the station.
 DJ1479
 DJ1479.The geoid height was determined by GEOID03.
 DJ1479
 DJ1479;                    North         East    Units  Estimated Accuracy
 DJ1479;SPC MS E     -   452,590.      337,650.      MT  (+/- 180 meters Scaled)
 DJ1479
 DJ1479                          SUPERSEDED SURVEY CONTROL
 DJ1479
 DJ1479.No superseded survey control is available for this station.
 DJ1479
 DJ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC674166(NAD 83)
 DJ1479_MARKER: DB = BENCH MARK DISK
 DJ1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1479_SP_SET: SIDEWALK
 DJ1479_STAMPING: 45 V-124 RESET 1981
 DJ1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1479
 DJ1479  HISTORY     - Date     Condition        Report By
 DJ1479  HISTORY     - 1981     MONUMENTED       NGS
 DJ1479
 DJ1479                          STATION DESCRIPTION
 DJ1479
 DJ1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DJ1479'10.1 KM (6.3 MI) NORTH FROM COLUMBUS.
 DJ1479'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 DJ1479'HIGHWAY 373, ABOUT 8.0 KM (5.0 MI) NORTH OF COLUMBUS, TO A PAVED
 DJ1479'CROSSROAD AND ANTIOCH BAPTIST CHURCH AND MARK ON THE RIGHT,IN THE
 DJ1479'SOUTHEAST ANGLE OF INTERSECTION, IN THE NORTH END OF CONCRETE SIDEWALK
 DJ1479'ALONG WEST SIDE OF CHURCH BUILDINGS, 1.7 METERS (5.7 FT) NORTH OF THE
 DJ1479'CENTER OF THE WEST ENTRANCE TO THE FELLOWSHIP BUILDING, 0.2 METER
 DJ1479'(0.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF PORCH OF BUILDING, AND
 DJ1479'0.1 METER (0.5 FT) SOUTH OF THE NORTH END OF CONCRETE SIDEWALK.
 DJ1479'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0243 ***********************************************************************
 DJ0243  DESIGNATION -  45 V 125
 DJ0243  PID         -  DJ0243
 DJ0243  STATE/COUNTY-  MS/LOWNDES
 DJ0243  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0243
 DJ0243                         *CURRENT SURVEY CONTROL
 DJ0243  ___________________________________________________________________
 DJ0243* NAD 83(1986)-  33 35 30.     (N)    088 25 32.     (W)     SCALED    
 DJ0243* NAVD 88     -        61.009  (meters)     200.16   (feet)  ADJUSTED  
 DJ0243  ___________________________________________________________________
 DJ0243  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DJ0243  DYNAMIC HT  -          60.945 (meters)     199.95  (feet)  COMP
 DJ0243  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DJ0243
 DJ0243  VERT ORDER  -  SECOND    CLASS 0
 DJ0243
 DJ0243.The horizontal coordinates were scaled from a topographic map and have
 DJ0243.an estimated accuracy of +/- 6 seconds.
 DJ0243
 DJ0243.The orthometric height was determined by differential leveling
 DJ0243.and adjusted in June 1991.
 DJ0243
 DJ0243.The geoid height was determined by GEOID03.
 DJ0243
 DJ0243.The dynamic height is computed by dividing the NAVD 88
 DJ0243.geopotential number by the normal gravity value computed on the
 DJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0243.degrees latitude (g = 980.6199 gals.).
 DJ0243
 DJ0243.The modeled gravity was interpolated from observed gravity values.
 DJ0243
 DJ0243;                    North         East    Units  Estimated Accuracy
 DJ0243;SPC MS E     -   453,730.      337,850.      MT  (+/- 180 meters Scaled)
 DJ0243
 DJ0243                          SUPERSEDED SURVEY CONTROL
 DJ0243
 DJ0243  NGVD 29 (??/??/92)   61.00   (m)          200.1    (f) COMPUTED    2 0
 DJ0243
 DJ0243.Superseded values are not recommended for survey control.
 DJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0243.See file dsdata.txt to determine how the superseded data were derived.
 DJ0243
 DJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC677177(NAD 83)
 DJ0243_MARKER: DD = SURVEY DISK
 DJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0243_STAMPING: 45V-125 1964
 DJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0243+STABILITY: SURFACE MOTION
 DJ0243
 DJ0243  HISTORY     - Date     Condition        Report By
 DJ0243  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0243  HISTORY     - 1981     GOOD             NGS
 DJ0243
 DJ0243                          STATION DESCRIPTION
 DJ0243
 DJ0243'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0243'7.05 MI N FROM COLUMBUS.
 DJ0243'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST FOR 1 BLOCK
 DJ0243'AND TURN RIGHT, NORTH ON U.S. HIGHWAY 45 FOR 6.3 MILES TO A BLACKTOP
 DJ0243'CROSSROAD AND THE ANTIOCH BAPTIST CHURCH ON THE RIGHT, CONTINUE NORTH
 DJ0243'FOR 0.75 MILE TO A WHITE HOUSE ON THE LEFT (THE C.S. RAPER HOME) AND
 DJ0243'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0243'ROUND, CONCRETE POST.  IT IS 67 FEET WEST OF THE CENTERLINE OF THE
 DJ0243'HIGHWAY, 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 DJ0243'HOUSE, 27 FEET NORTH OF THE CENTER OF DRIVEWAY, 7 FEET NORTHEAST OF A
 DJ0243'FENCE CORNER AND 3 FEET EAST OF A WIRE FENCE, 1.5 FEET NORTHWEST OF A
 DJ0243'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DJ0243
 DJ0243                          STATION RECOVERY (1981)
 DJ0243
 DJ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DJ0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1480 ***********************************************************************
 DJ1480  DESIGNATION -  45 V 126 RESET
 DJ1480  PID         -  DJ1480
 DJ1480  STATE/COUNTY-  MS/LOWNDES
 DJ1480  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1480
 DJ1480                         *CURRENT SURVEY CONTROL
 DJ1480  ___________________________________________________________________
 DJ1480* NAD 83(1986)-  33 36 12.     (N)    088 25 19.     (W)     SCALED    
 DJ1480* NAVD 88     -        61.35   (meters)     201.3    (feet)  RESET     
 DJ1480  ___________________________________________________________________
 DJ1480  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DJ1480  VERT ORDER  -  THIRD
 DJ1480
 DJ1480.The horizontal coordinates were scaled from a topographic map and have
 DJ1480.an estimated accuracy of +/- 6 seconds.
 DJ1480
 DJ1480.The orthometric height was computed from unverified reset data.
 DJ1480.No vertical observational check was made to the station.
 DJ1480
 DJ1480.The geoid height was determined by GEOID03.
 DJ1480
 DJ1480;                    North         East    Units  Estimated Accuracy
 DJ1480;SPC MS E     -   455,030.      338,180.      MT  (+/- 180 meters Scaled)
 DJ1480
 DJ1480                          SUPERSEDED SURVEY CONTROL
 DJ1480
 DJ1480.No superseded survey control is available for this station.
 DJ1480
 DJ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC680190(NAD 83)
 DJ1480_MARKER: DB = BENCH MARK DISK
 DJ1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1480_STAMPING: 45 V-126 RESET 1981
 DJ1480_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1480+STABILITY: SURFACE MOTION
 DJ1480
 DJ1480  HISTORY     - Date     Condition        Report By
 DJ1480  HISTORY     - 1981     MONUMENTED       NGS
 DJ1480
 DJ1480                          STATION DESCRIPTION
 DJ1480
 DJ1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DJ1480'12.7 KM (7.9 MI) NORTH FROM COLUMBUS.
 DJ1480'5.0 KM (3.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 DJ1480'HIGHWAY 373, ABOUT 8.0 KM (5.0 MI) NORTH OF COLUMBUS, TO A PAVED
 DJ1480'CROSSROAD AND MARK IN THE SOUTHEAST ANGLE OF INTERSECTION, ON THE EAST
 DJ1480'EDGE OF RIGHT-OF-WAY OF HIGHWAY 45, 15.1 METERS (49.5 FT) SOUTH-SOUTHW
 DJ1480'SOUTH-SOUTHWEST OF THE CENTER OF MIKE-PARRA ROAD, 1.3 METERS (4.2 FT)
 DJ1480'WEST OF AN 18-INCH OAK TREE AT EDGE OF WOODS, AND 1.0 METERS (3.3 FT)
 DJ1480'NORTH-NORTHEAST OF POWERPOLE NO. P46S2.
 DJ1480'THE MARK IS 1.2 FT  SSW FROM A WITNESS POST.
 DJ1480'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0245 ***********************************************************************
 DJ0245  DESIGNATION -  45 V 127
 DJ0245  PID         -  DJ0245
 DJ0245  STATE/COUNTY-  MS/LOWNDES
 DJ0245  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0245
 DJ0245                         *CURRENT SURVEY CONTROL
 DJ0245  ___________________________________________________________________
 DJ0245* NAD 83(1986)-  33 36 57.     (N)    088 25 08.     (W)     SCALED    
 DJ0245* NAVD 88     -        65.199  (meters)     213.91   (feet)  ADJUSTED  
 DJ0245  ___________________________________________________________________
 DJ0245  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DJ0245  DYNAMIC HT  -          65.131 (meters)     213.68  (feet)  COMP
 DJ0245  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 DJ0245
 DJ0245  VERT ORDER  -  SECOND    CLASS 0
 DJ0245
 DJ0245.The horizontal coordinates were scaled from a topographic map and have
 DJ0245.an estimated accuracy of +/- 6 seconds.
 DJ0245
 DJ0245.The orthometric height was determined by differential leveling
 DJ0245.and adjusted in June 1991.
 DJ0245
 DJ0245.The geoid height was determined by GEOID03.
 DJ0245
 DJ0245.The dynamic height is computed by dividing the NAVD 88
 DJ0245.geopotential number by the normal gravity value computed on the
 DJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0245.degrees latitude (g = 980.6199 gals.).
 DJ0245
 DJ0245.The modeled gravity was interpolated from observed gravity values.
 DJ0245
 DJ0245;                    North         East    Units  Estimated Accuracy
 DJ0245;SPC MS E     -   456,420.      338,460.      MT  (+/- 180 meters Scaled)
 DJ0245
 DJ0245                          SUPERSEDED SURVEY CONTROL
 DJ0245
 DJ0245  NGVD 29 (??/??/92)   65.19   (m)          213.9    (f) COMPUTED    2 0
 DJ0245
 DJ0245.Superseded values are not recommended for survey control.
 DJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0245.See file dsdata.txt to determine how the superseded data were derived.
 DJ0245
 DJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC683204(NAD 83)
 DJ0245_MARKER: DD = SURVEY DISK
 DJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0245_STAMPING: 45V-127 1964
 DJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0245+STABILITY: SURFACE MOTION
 DJ0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0245+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DJ0245
 DJ0245  HISTORY     - Date     Condition        Report By
 DJ0245  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0245  HISTORY     - 20031103 GOOD             MSSU
 DJ0245
 DJ0245                          STATION DESCRIPTION
 DJ0245
 DJ0245'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0245'8.8 MI N FROM COLUMBUS.
 DJ0245'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST FOR ONE
 DJ0245'BLOCK AND TURN RIGHT, NORTH ON U.S. HIGHWAY 45 AND GO 6.3 MILES TO A
 DJ0245'BLACK TOPPED CROSSROAD AND A BRICK CHURCH ON THE RIGHT, CONTINUE NORTH
 DJ0245'ON THE HIGHWAY FOR 2.5 MILES TO A PRIVATE GRAVEL ROAD ON THE RIGHT AND
 DJ0245'THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0245'ROUND, CONCRETE POST.  IT IS 73 FEET EAST OF THE CENTERLINE OF THE
 DJ0245'HIGHWAY, 18 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 64 FEET WEST OF
 DJ0245'A 12 INCH ELM TREE WITH A TRIANGULAR BLAZE, 35 FEET SOUTH OF A FENCE
 DJ0245'CORNER, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DJ0245'HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0245
 DJ0245                          STATION RECOVERY (2003)
 DJ0245
 DJ0245'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (KAB)
 DJ0245'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0246 ***********************************************************************
 DJ0246  DESIGNATION -  45 V 128
 DJ0246  PID         -  DJ0246
 DJ0246  STATE/COUNTY-  MS/LOWNDES
 DJ0246  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0246
 DJ0246                         *CURRENT SURVEY CONTROL
 DJ0246  ___________________________________________________________________
 DJ0246* NAD 83(1986)-  33 37 25.     (N)    088 25 12.     (W)     SCALED    
 DJ0246* NAVD 88     -        65.115  (meters)     213.63   (feet)  ADJUSTED  
 DJ0246  ___________________________________________________________________
 DJ0246  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DJ0246  DYNAMIC HT  -          65.047 (meters)     213.41  (feet)  COMP
 DJ0246  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 DJ0246
 DJ0246  VERT ORDER  -  SECOND    CLASS 0
 DJ0246
 DJ0246.The horizontal coordinates were scaled from a topographic map and have
 DJ0246.an estimated accuracy of +/- 6 seconds.
 DJ0246
 DJ0246.The orthometric height was determined by differential leveling
 DJ0246.and adjusted in June 1991.
 DJ0246
 DJ0246.The geoid height was determined by GEOID03.
 DJ0246
 DJ0246.The dynamic height is computed by dividing the NAVD 88
 DJ0246.geopotential number by the normal gravity value computed on the
 DJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0246.degrees latitude (g = 980.6199 gals.).
 DJ0246
 DJ0246.The modeled gravity was interpolated from observed gravity values.
 DJ0246
 DJ0246;                    North         East    Units  Estimated Accuracy
 DJ0246;SPC MS E     -   457,280.      338,350.      MT  (+/- 180 meters Scaled)
 DJ0246
 DJ0246                          SUPERSEDED SURVEY CONTROL
 DJ0246
 DJ0246  NGVD 29 (??/??/92)   65.099  (m)          213.58   (f) ADJ UNCH    2 0
 DJ0246
 DJ0246.Superseded values are not recommended for survey control.
 DJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0246.See file dsdata.txt to determine how the superseded data were derived.
 DJ0246
 DJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC682213(NAD 83)
 DJ0246_MARKER: DD = SURVEY DISK
 DJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0246_STAMPING: 45V-128 1964
 DJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0246+STABILITY: SURFACE MOTION
 DJ0246
 DJ0246  HISTORY     - Date     Condition        Report By
 DJ0246  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0246
 DJ0246                          STATION DESCRIPTION
 DJ0246
 DJ0246'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0246'9.3 MI N FROM COLUMBUS.
 DJ0246'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST 0.10 MILE
 DJ0246'TO THE JUNCTION OF U. S. HIGHWAYS 82 AND 45, TURN RIGHT, NORTH ON U.
 DJ0246'S. 45 AND GO 9.3 MILES TO A CROSSROAD AND RAILROAD CROSSING, TURN
 DJ0246'LEFT, WEST AND GO 0.10 MILE TO THE MARK ON THE RIGHT ACROSS THE TRACKS
 DJ0246'AT A SWITCH BOX.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0246'ROUND, CONCRETE POST.  IT IS 52.2 FEET NORTH OF THE CENTER OF THE
 DJ0246'TRACK, 16.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 DJ0246'FOUNDATION FOR THE SIGNAL BOX, 9.8 FEET EAST OF A POWERLINE POLE,
 DJ0246'ABOUT LEVEL WITH THE TRACK AND FLUSH WITH THE GROUND.  A METAL WITNESS
 DJ0246'POST WAS SET 1.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0252 ***********************************************************************
 DJ0252  DESIGNATION -  45 V 129
 DJ0252  PID         -  DJ0252
 DJ0252  STATE/COUNTY-  MS/LOWNDES
 DJ0252  USGS QUAD   -  HAMILTON (1987)
 DJ0252
 DJ0252                         *CURRENT SURVEY CONTROL
 DJ0252  ___________________________________________________________________
 DJ0252* NAD 83(1986)-  33 38 52.     (N)    088 25 08.     (W)     SCALED    
 DJ0252* NAVD 88     -        66.562  (meters)     218.38   (feet)  ADJUSTED  
 DJ0252  ___________________________________________________________________
 DJ0252  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ0252  DYNAMIC HT  -          66.493 (meters)     218.15  (feet)  COMP
 DJ0252  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 DJ0252
 DJ0252  VERT ORDER  -  SECOND    CLASS 0
 DJ0252
 DJ0252.The horizontal coordinates were scaled from a topographic map and have
 DJ0252.an estimated accuracy of +/- 6 seconds.
 DJ0252
 DJ0252.The orthometric height was determined by differential leveling
 DJ0252.and adjusted in June 1991.
 DJ0252
 DJ0252.The geoid height was determined by GEOID03.
 DJ0252
 DJ0252.The dynamic height is computed by dividing the NAVD 88
 DJ0252.geopotential number by the normal gravity value computed on the
 DJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0252.degrees latitude (g = 980.6199 gals.).
 DJ0252
 DJ0252.The modeled gravity was interpolated from observed gravity values.
 DJ0252
 DJ0252;                    North         East    Units  Estimated Accuracy
 DJ0252;SPC MS E     -   459,960.      338,440.      MT  (+/- 180 meters Scaled)
 DJ0252
 DJ0252                          SUPERSEDED SURVEY CONTROL
 DJ0252
 DJ0252  NGVD 29 (??/??/92)   66.551  (m)          218.34   (f) ADJ UNCH    2 0
 DJ0252
 DJ0252.Superseded values are not recommended for survey control.
 DJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0252.See file dsdata.txt to determine how the superseded data were derived.
 DJ0252
 DJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC684240(NAD 83)
 DJ0252_MARKER: DD = SURVEY DISK
 DJ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0252_STAMPING: 45V-129 1964
 DJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0252+STABILITY: SURFACE MOTION
 DJ0252
 DJ0252  HISTORY     - Date     Condition        Report By
 DJ0252  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0252
 DJ0252                          STATION DESCRIPTION
 DJ0252
 DJ0252'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0252'11.05 MI N FROM COLUMBUS.
 DJ0252'TO REACH THE MARK FROM THE MARK FROM THE POST OFFICE IN COLUMBUS GO
 DJ0252'ONE BLOCK AND TURN RIGHT, NORTH ON U. S. HIGHWAY 45 AND GO 6.3 MILES
 DJ0252'TO A BLACKTOPPED CROSSROAD AND A BRICK CHURCH ON THE RIGHT, CONTINUE
 DJ0252'NORTH FOR 4.75 MILES TO THE JONES MOTEL ON THE RIGHT, A GRAVELED
 DJ0252'CROSSROAD AND THE MARK ON THE LEFT IN THE SOUTHWEST ANGLE OF THE
 DJ0252'INTERSECTION.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0252'CONCRETE POST.  IT IS 76.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0252'29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 88 FEET SOUTHWEST OF THE
 DJ0252'INTERSECTION OF THE HIGHWAY AND THE GRAVEL ROAD CROSSING AND
 DJ0252'APPROXIMATELY 300 FEET NORTHWEST OF THE JONES MOTEL, 42 FEET WEST OF A
 DJ0252'SIGN POINTING TO CALEDONIA, MISS., 1 FOOT NORTH OF A METAL WITNESS
 DJ0252'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0411 ***********************************************************************
 BV0411  DESIGNATION -  45 V 13
 BV0411  PID         -  BV0411
 BV0411  STATE/COUNTY-  MS/WAYNE
 BV0411  USGS QUAD   -  WAYNESBORO (1982)
 BV0411
 BV0411                         *CURRENT SURVEY CONTROL
 BV0411  ___________________________________________________________________
 BV0411* NAD 83(1986)-  31 42 58.     (N)    088 38 41.     (W)     SCALED    
 BV0411* NAVD 88     -        79.965  (meters)     262.35   (feet)  ADJUSTED  
 BV0411  ___________________________________________________________________
 BV0411  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BV0411  DYNAMIC HT  -          79.870 (meters)     262.04  (feet)  COMP
 BV0411  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 BV0411
 BV0411  VERT ORDER  -  FIRST     CLASS II
 BV0411
 BV0411.The horizontal coordinates were scaled from a topographic map and have
 BV0411.an estimated accuracy of +/- 6 seconds.
 BV0411
 BV0411.The orthometric height was determined by differential leveling
 BV0411.and adjusted in June 1991.
 BV0411
 BV0411.The geoid height was determined by GEOID03.
 BV0411
 BV0411.The dynamic height is computed by dividing the NAVD 88
 BV0411.geopotential number by the normal gravity value computed on the
 BV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0411.degrees latitude (g = 980.6199 gals.).
 BV0411
 BV0411.The modeled gravity was interpolated from observed gravity values.
 BV0411
 BV0411;                    North         East    Units  Estimated Accuracy
 BV0411;SPC MS E     -   245,690.      317,880.      MT  (+/- 180 meters Scaled)
 BV0411
 BV0411                          SUPERSEDED SURVEY CONTROL
 BV0411
 BV0411  NGVD 29 (??/??/??)   79.941  (m)          262.27   (f) ADJUSTED    1 2
 BV0411
 BV0411.Superseded values are not recommended for survey control.
 BV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0411.See file dsdata.txt to determine how the superseded data were derived.
 BV0411
 BV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA441101(NAD 83)
 BV0411_MARKER: DD = SURVEY DISK
 BV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0411_SP_SET: CONCRETE POST
 BV0411_STAMPING: BM 45V-13 1961
 BV0411_MARK LOGO: MSHD  
 BV0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0411+STABILITY: SURFACE MOTION
 BV0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0411+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1991
 BV0411
 BV0411  HISTORY     - Date     Condition        Report By
 BV0411  HISTORY     - 1961     MONUMENTED       MSHD
 BV0411  HISTORY     - 1964     GOOD             NGS
 BV0411  HISTORY     - 1980     GOOD             NGS
 BV0411  HISTORY     - 19910727 GOOD             MSHD
 BV0411
 BV0411                          STATION DESCRIPTION
 BV0411
 BV0411'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0411'2.75 MI N FROM WAYNESBORO.
 BV0411'THE MARK IS LOCATED ABOUT 2 3/4 MILES NORTH OF WAYNESBORO, AT THE
 BV0411'CREST OF A LOW HILL, ALONG AND ON THE EAST SIDE OF U.S. HIGHWAY 45 AND
 BV0411'IN THE WEST EDGE OF A HEAVILY WOODED AREA.  TO REACH FROM THE JUNCTION
 BV0411'OF U.S. HIGHWAYS 45 AND 84 AND STATE HIGHWAY 63 IN WAYNESBORO GO NORTH
 BV0411'ON U.S. 45 FOR 2.7 MILES TO A WHITE FRAME HOUSE ON THE LEFT AND A
 BV0411'GRAVEL SIDE ROAD RIGHT LEADING NORTHEASTERLY AND THE MARK ON THE
 BV0411'RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM
 BV0411'45V-13 1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BV0411'PROJECTING 2 INCHES.  IT IS 81 FEET EAST OF THE CENTER OF U.S. 45, 24
 BV0411'FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 20 FEET EAST OF A
 BV0411'18-INCH PINE TREE AND 6 FEET NORTHWEST OF A 14-INCH PINE TREE. A METAL
 BV0411'WITNESS SIGNPOST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 BV0411
 BV0411                          STATION RECOVERY (1964)
 BV0411
 BV0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0411'RECOVERED IN GOOD CONDITION.
 BV0411
 BV0411                          STATION RECOVERY (1980)
 BV0411
 BV0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0411'RECOVERED IN GOOD CONDITION.
 BV0411
 BV0411                          STATION RECOVERY (1991)
 BV0411
 BV0411'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0411'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH OF WAYNESBORO, IN THE
 BV0411'NORTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 45 AND A PRIVATE ROAD
 BV0411'AND IS IN SECTION 25, T 9N, R 7W.
 BV0411'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0411'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0411'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 2.85 MI
 BV0411'(4.59 KM) TO A PRIVATE ROAD AND THE MARK ON THE RIGHT.
 BV0411'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH
 BV0411'WITH THE GROUND, 81.0 FT (24.7 M) EAST OF THE CENTER OF HIGHWAY 45,
 BV0411'54.0 FT (16.5 M) NORTHEAST OF A GAS METER, 19.5 FT (5.9 M) EAST OF A
 BV0411'FORKED PINE, 25.0 FT (7.6 M) SOUTHEAST OF THE CENTER OF A PRIVATE
 BV0411'ROAD, 20.5 FT (6.2 M) WEST OF A FENCE AND 2.0 FT (0.6 M) NORTHWEST OF
 BV0411'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0253 ***********************************************************************
 DJ0253  DESIGNATION -  45 V 130
 DJ0253  PID         -  DJ0253
 DJ0253  STATE/COUNTY-  MS/LOWNDES
 DJ0253  USGS QUAD   -  HAMILTON (1987)
 DJ0253
 DJ0253                         *CURRENT SURVEY CONTROL
 DJ0253  ___________________________________________________________________
 DJ0253* NAD 83(1986)-  33 39 39.     (N)    088 25 20.     (W)     SCALED    
 DJ0253* NAVD 88     -        60.317  (meters)     197.89   (feet)  ADJUSTED  
 DJ0253  ___________________________________________________________________
 DJ0253  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DJ0253  DYNAMIC HT  -          60.255 (meters)     197.69  (feet)  COMP
 DJ0253  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DJ0253
 DJ0253  VERT ORDER  -  SECOND    CLASS 0
 DJ0253
 DJ0253.The horizontal coordinates were scaled from a topographic map and have
 DJ0253.an estimated accuracy of +/- 6 seconds.
 DJ0253
 DJ0253.The orthometric height was determined by differential leveling
 DJ0253.and adjusted in June 1991.
 DJ0253
 DJ0253.The geoid height was determined by GEOID03.
 DJ0253
 DJ0253.The dynamic height is computed by dividing the NAVD 88
 DJ0253.geopotential number by the normal gravity value computed on the
 DJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0253.degrees latitude (g = 980.6199 gals.).
 DJ0253
 DJ0253.The modeled gravity was interpolated from observed gravity values.
 DJ0253
 DJ0253;                    North         East    Units  Estimated Accuracy
 DJ0253;SPC MS E     -   461,410.      338,130.      MT  (+/- 180 meters Scaled)
 DJ0253
 DJ0253                          SUPERSEDED SURVEY CONTROL
 DJ0253
 DJ0253  NGVD 29 (??/??/92)   60.305  (m)          197.85   (f) ADJ UNCH    2 0
 DJ0253
 DJ0253.Superseded values are not recommended for survey control.
 DJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0253.See file dsdata.txt to determine how the superseded data were derived.
 DJ0253
 DJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC681254(NAD 83)
 DJ0253_MARKER: DD = SURVEY DISK
 DJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0253_STAMPING: 45V-130 1964
 DJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0253+STABILITY: SURFACE MOTION
 DJ0253
 DJ0253  HISTORY     - Date     Condition        Report By
 DJ0253  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0253
 DJ0253                          STATION DESCRIPTION
 DJ0253
 DJ0253'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0253'12.0 MI N FROM COLUMBUS.
 DJ0253'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST FOR ONE
 DJ0253'BLOCK AND TURN RIGHT, NORTH ON U. S. HIGHWAY 45 AND GO 6.3 MILES TO A
 DJ0253'BLACKTOPPED CROSSROAD AND A BRICK CHURCH ON THE RIGHT, CONTINUE NORTH
 DJ0253'ON THE HIGHWAY FOR 4.75 MILES TO A RAILROAD CROSSING, CONTINUE NORTH
 DJ0253'FOR 0.95 MILE TO A BLOCK DWELLING HOUSE ON THE LEFT AND THE MARK. THE
 DJ0253'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS
 DJ0253'64 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 108 FEET NORTHEAST OF
 DJ0253'THE NORTHEAST CORNER OF THE BLOCK DWELLING HOUSE, 68 FEET NORTHWEST OF
 DJ0253'THE CENTER OF THE DRIVEWAY, 25 FEET SOUTH OF A 24 INCH OAK TREE, 26
 DJ0253'FEET SOUTHEAST OF A WIRE FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 DJ0253'POST ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0254 ***********************************************************************
 DJ0254  DESIGNATION -  45 V 131
 DJ0254  PID         -  DJ0254
 DJ0254  STATE/COUNTY-  MS/LOWNDES
 DJ0254  USGS QUAD   -  HAMILTON (1987)
 DJ0254
 DJ0254                         *CURRENT SURVEY CONTROL
 DJ0254  ___________________________________________________________________
 DJ0254* NAD 83(1986)-  33 40 19.     (N)    088 25 41.     (W)     SCALED    
 DJ0254* NAVD 88     -        61.014  (meters)     200.18   (feet)  ADJUSTED  
 DJ0254  ___________________________________________________________________
 DJ0254  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DJ0254  DYNAMIC HT  -          60.951 (meters)     199.97  (feet)  COMP
 DJ0254  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 DJ0254
 DJ0254  VERT ORDER  -  SECOND    CLASS 0
 DJ0254
 DJ0254.The horizontal coordinates were scaled from a topographic map and have
 DJ0254.an estimated accuracy of +/- 6 seconds.
 DJ0254
 DJ0254.The orthometric height was determined by differential leveling
 DJ0254.and adjusted in June 1991.
 DJ0254
 DJ0254.The geoid height was determined by GEOID03.
 DJ0254
 DJ0254.The dynamic height is computed by dividing the NAVD 88
 DJ0254.geopotential number by the normal gravity value computed on the
 DJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0254.degrees latitude (g = 980.6199 gals.).
 DJ0254
 DJ0254.The modeled gravity was interpolated from observed gravity values.
 DJ0254
 DJ0254;                    North         East    Units  Estimated Accuracy
 DJ0254;SPC MS E     -   462,640.      337,580.      MT  (+/- 180 meters Scaled)
 DJ0254
 DJ0254                          SUPERSEDED SURVEY CONTROL
 DJ0254
 DJ0254  NGVD 29 (??/??/92)   61.000  (m)          200.13   (f) ADJ UNCH    2 0
 DJ0254
 DJ0254.Superseded values are not recommended for survey control.
 DJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0254.See file dsdata.txt to determine how the superseded data were derived.
 DJ0254
 DJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC676266(NAD 83)
 DJ0254_MARKER: DD = SURVEY DISK
 DJ0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0254_SP_SET: BRIDGE
 DJ0254_STAMPING: 45V-131 1964
 DJ0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0254
 DJ0254  HISTORY     - Date     Condition        Report By
 DJ0254  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0254
 DJ0254                          STATION DESCRIPTION
 DJ0254
 DJ0254'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0254'12.85 MI N FROM COLUMBUS.
 DJ0254'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO WEST FOR ONE
 DJ0254'BLOCK AND TURN RIGHT, NORTH ON U.S. HIGHWAY 45, GO 6.3 MILES TO A
 DJ0254'BLACKTOP CROSSROAD CROSSING AND A BRICK CHURCH ON THE RIGHT, CONTINUE
 DJ0254'NORTH ON THE HIGHWAY FOR 6.55 MILES TO THE BUTTAHATCHIE RIVER BRIDGE
 DJ0254'AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A
 DJ0254'DRILLED HOLE.  IT IS IN THE SOUTHEAST END OF THE GUIDE RAIL OF THE
 DJ0254'BUTTAHATCHIE RIVER BRIDGE, 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 DJ0254'HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2803 ***********************************************************************
 AI2803  DESIGNATION -  45 V 131 RESET
 AI2803  PID         -  AI2803
 AI2803  STATE/COUNTY-  MS/LOWNDES
 AI2803  USGS QUAD   -  HAMILTON (1987)
 AI2803
 AI2803                         *CURRENT SURVEY CONTROL
 AI2803  ___________________________________________________________________
 AI2803* NAD 83(1986)-  33 40 19.     (N)    088 25 41.     (W)     SCALED    
 AI2803* NAVD 88     -        61.52   (meters)     201.8    (feet)  RESET     
 AI2803  ___________________________________________________________________
 AI2803  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AI2803  VERT ORDER  -  THIRD
 AI2803
 AI2803.The horizontal coordinates were scaled from a topographic map and have
 AI2803.an estimated accuracy of +/- 6 seconds.
 AI2803
 AI2803.The orthometric height was computed from unverified reset data.
 AI2803.No vertical observational check was made to the station.
 AI2803
 AI2803.The geoid height was determined by GEOID03.
 AI2803
 AI2803;                    North         East    Units  Estimated Accuracy
 AI2803;SPC MS E     -   462,640.      337,580.      MT  (+/- 180 meters Scaled)
 AI2803
 AI2803                          SUPERSEDED SURVEY CONTROL
 AI2803
 AI2803.No superseded survey control is available for this station.
 AI2803
 AI2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC676266(NAD 83)
 AI2803_MARKER: DV = VERTICAL CONTROL DISK
 AI2803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2803_SP_SET: BRIDGE ABUTMENT CAP
 AI2803_STAMPING: 45 V 131 RESET 1993
 AI2803_MARK LOGO: NGS   
 AI2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2803+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AI2803
 AI2803  HISTORY     - Date     Condition        Report By
 AI2803  HISTORY     - 1993     MONUMENTED       MSDOT
 AI2803  HISTORY     - 20041106 GOOD             BAKER
 AI2803
 AI2803                          STATION DESCRIPTION
 AI2803
 AI2803'DESCRIBED BY MS DEPT TRANS 1993
 AI2803'BENCHMARK IS SET IN THE SOUTHWEST CORNER OF ABUTMENT CAP AT SOUTH END
 AI2803'OF THE BRIDGE CARRYING NORTHBOUND U.S.  45 OVER BUTTAHATCHIE RIVER IN
 AI2803'LOWNDES CO., MS.  TO REACH FROM POST OFFICE IN DOWNTOWN COUMBUS, MS,
 AI2803'DRIVE WEST ON OLD U.S.  HWY 82 FOR ONE BLOCK AND TURN RIGHT ON TO U.S.
 AI2803'HWY 45 NORTH.  DRIVE 12.9 MILES (20.8 KM) NORTH TO MARK ON THE LEFT.
 AI2803'BENCHMARK IS 30 FT (9.1 M) WEST OF CENTERLINE OF NORTHBOUND LANES AND
 AI2803'3 FT (0.9 M) BELOW LEVEL OF HWY.
 AI2803
 AI2803                          STATION RECOVERY (2004)
 AI2803
 AI2803'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RSP)
 AI2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0255 ***********************************************************************
 DJ0255  DESIGNATION -  45 V 132
 DJ0255  PID         -  DJ0255
 DJ0255  STATE/COUNTY-  MS/MONROE
 DJ0255  USGS QUAD   -  HAMILTON (1987)
 DJ0255
 DJ0255                         *CURRENT SURVEY CONTROL
 DJ0255  ___________________________________________________________________
 DJ0255* NAD 83(1986)-  33 40 48.     (N)    088 25 56.     (W)     SCALED    
 DJ0255* NAVD 88     -        60.808  (meters)     199.50   (feet)  ADJUSTED  
 DJ0255  ___________________________________________________________________
 DJ0255  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DJ0255  DYNAMIC HT  -          60.745 (meters)     199.29  (feet)  COMP
 DJ0255  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 DJ0255
 DJ0255  VERT ORDER  -  SECOND    CLASS 0
 DJ0255
 DJ0255.The horizontal coordinates were scaled from a topographic map and have
 DJ0255.an estimated accuracy of +/- 6 seconds.
 DJ0255
 DJ0255.The orthometric height was determined by differential leveling
 DJ0255.and adjusted in June 1991.
 DJ0255
 DJ0255.The geoid height was determined by GEOID03.
 DJ0255
 DJ0255.The dynamic height is computed by dividing the NAVD 88
 DJ0255.geopotential number by the normal gravity value computed on the
 DJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0255.degrees latitude (g = 980.6199 gals.).
 DJ0255
 DJ0255.The modeled gravity was interpolated from observed gravity values.
 DJ0255
 DJ0255;                    North         East    Units  Estimated Accuracy
 DJ0255;SPC MS E     -   463,530.      337,190.      MT  (+/- 180 meters Scaled)
 DJ0255
 DJ0255                          SUPERSEDED SURVEY CONTROL
 DJ0255
 DJ0255  NGVD 29 (??/??/92)   60.792  (m)          199.45   (f) ADJ UNCH    2 0
 DJ0255
 DJ0255.Superseded values are not recommended for survey control.
 DJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0255.See file dsdata.txt to determine how the superseded data were derived.
 DJ0255
 DJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC672275(NAD 83)
 DJ0255_MARKER: DD = SURVEY DISK
 DJ0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0255_SP_SET: BRIDGE
 DJ0255_STAMPING: 45V-132 1964
 DJ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0255
 DJ0255  HISTORY     - Date     Condition        Report By
 DJ0255  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0255
 DJ0255                          STATION DESCRIPTION
 DJ0255
 DJ0255'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0255'4.45 MI S FROM HAMILTON.
 DJ0255'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO 4.45 MILES SOUTH
 DJ0255'ON U. S. HIGHWAY 45 TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT. THE
 DJ0255'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS LOCATED IN THE
 DJ0255'NORTHEAST END OF THE GUIDE RAIL, 16 FEET NORTHEAST OF THE CENTERLINE
 DJ0255'OF THE HIGHWAY.  IT IS SET 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DJ0255'NOTE-- (THE MARK IS 0.6 MILE NORTHWEST OF THE BUTTACATCHIE RIVER
 DJ0255'BRIDGE AND BENCH MARK 45V-131).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2802 ***********************************************************************
 AI2802  DESIGNATION -  45 V 132 RESET
 AI2802  PID         -  AI2802
 AI2802  STATE/COUNTY-  MS/MONROE
 AI2802  USGS QUAD   -  HAMILTON (1987)
 AI2802
 AI2802                         *CURRENT SURVEY CONTROL
 AI2802  ___________________________________________________________________
 AI2802* NAD 83(1986)-  33 40 48.     (N)    088 25 56.     (W)     SCALED    
 AI2802* NAVD 88     -        60.74   (meters)     199.3    (feet)  RESET     
 AI2802  ___________________________________________________________________
 AI2802  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AI2802  VERT ORDER  -  THIRD
 AI2802
 AI2802.The horizontal coordinates were scaled from a topographic map and have
 AI2802.an estimated accuracy of +/- 6 seconds.
 AI2802
 AI2802.The orthometric height was computed from unverified reset data.
 AI2802.No vertical observational check was made to the station.
 AI2802
 AI2802.The geoid height was determined by GEOID03.
 AI2802
 AI2802;                    North         East    Units  Estimated Accuracy
 AI2802;SPC MS E     -   463,530.      337,190.      MT  (+/- 180 meters Scaled)
 AI2802
 AI2802                          SUPERSEDED SURVEY CONTROL
 AI2802
 AI2802.No superseded survey control is available for this station.
 AI2802
 AI2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC672275(NAD 83)
 AI2802_MARKER: DV = VERTICAL CONTROL DISK
 AI2802_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2802_SP_SET: BRIDGE ABUTMENT
 AI2802_STAMPING: 45 V 132 RESET 1993
 AI2802_MARK LOGO: NGS   
 AI2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2802
 AI2802  HISTORY     - Date     Condition        Report By
 AI2802  HISTORY     - 1993     MONUMENTED       MSDOT
 AI2802
 AI2802                          STATION DESCRIPTION
 AI2802
 AI2802'DESCRIBED BY MS DEPT TRANS 1993
 AI2802'TO REACH BENCHMARK FROM POST OFFICE IN HAMILTON, MS, DRIVE SOUTH ON
 AI2802'OLD US 45 TO NEW US 45 (4-LANE) .  PROCEED SOUTH ON US 45 3.4 MILES
 AI2802'(5.5 KM) TO CONCRETE BRIDGE CARRYING NORTHBOUND (EASTERN) LANE.  DISK
 AI2802'IS SET IN NORTHWEST CORNER OF BRIDGE ABUTMENT AT NORTH END OF BRIDGE.
 AI2802'IT IS 29 FT (8.8 M) WEST OF CENTERLINE OF NORTHBOUND LANES AND 3 FT
 AI2802'(0.9 M) BELOW LEVEL OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0256 ***********************************************************************
 DJ0256  DESIGNATION -  45 V 133
 DJ0256  PID         -  DJ0256
 DJ0256  STATE/COUNTY-  MS/MONROE
 DJ0256  USGS QUAD   -  HAMILTON (1987)
 DJ0256
 DJ0256                         *CURRENT SURVEY CONTROL
 DJ0256  ___________________________________________________________________
 DJ0256* NAD 83(1986)-  33 41 18.     (N)    088 26 13.     (W)     SCALED    
 DJ0256* NAVD 88     -        66.053  (meters)     216.71   (feet)  ADJUSTED  
 DJ0256  ___________________________________________________________________
 DJ0256  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ0256  DYNAMIC HT  -          65.985 (meters)     216.49  (feet)  COMP
 DJ0256  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 DJ0256
 DJ0256  VERT ORDER  -  SECOND    CLASS 0
 DJ0256
 DJ0256.The horizontal coordinates were scaled from a topographic map and have
 DJ0256.an estimated accuracy of +/- 6 seconds.
 DJ0256
 DJ0256.The orthometric height was determined by differential leveling
 DJ0256.and adjusted in June 1991.
 DJ0256
 DJ0256.The geoid height was determined by GEOID03.
 DJ0256
 DJ0256.The dynamic height is computed by dividing the NAVD 88
 DJ0256.geopotential number by the normal gravity value computed on the
 DJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0256.degrees latitude (g = 980.6199 gals.).
 DJ0256
 DJ0256.The modeled gravity was interpolated from observed gravity values.
 DJ0256
 DJ0256;                    North         East    Units  Estimated Accuracy
 DJ0256;SPC MS E     -   464,450.      336,750.      MT  (+/- 180 meters Scaled)
 DJ0256
 DJ0256                          SUPERSEDED SURVEY CONTROL
 DJ0256
 DJ0256  NGVD 29 (??/??/92)   66.034  (m)          216.65   (f) ADJ UNCH    2 0
 DJ0256
 DJ0256.Superseded values are not recommended for survey control.
 DJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0256.See file dsdata.txt to determine how the superseded data were derived.
 DJ0256
 DJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC668285(NAD 83)
 DJ0256_MARKER: DD = SURVEY DISK
 DJ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0256_STAMPING: 45V-133 1964
 DJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0256+STABILITY: SURFACE MOTION
 DJ0256
 DJ0256  HISTORY     - Date     Condition        Report By
 DJ0256  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0256
 DJ0256                          STATION DESCRIPTION
 DJ0256
 DJ0256'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0256'3.75 MI S FROM HAMILTON.
 DJ0256'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO SOUTH ON U. S.
 DJ0256'HIGHWAY 45 FOR 3.75 MILES TO A GRAVEL CROSSROAD AND THE MARK ON THE
 DJ0256'LEFT IN THE SOUTHEAST ANGLE.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ0256'12 INCH ROUND, CONCRETE POST.  IT IS 68 FEET NORTHEAST OF THE
 DJ0256'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF THE GRAVEL ROAD, 3 FEET
 DJ0256'SOUTHEAST OF A POWERLINE POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 DJ0256'ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2801 ***********************************************************************
 AI2801  DESIGNATION -  45 V 133 RESET
 AI2801  PID         -  AI2801
 AI2801  STATE/COUNTY-  MS/MONROE
 AI2801  USGS QUAD   -  HAMILTON (1987)
 AI2801
 AI2801                         *CURRENT SURVEY CONTROL
 AI2801  ___________________________________________________________________
 AI2801* NAD 83(1986)-  33 41 18.     (N)    088 26 13.     (W)     SCALED    
 AI2801* NAVD 88     -        65.95   (meters)     216.4    (feet)  RESET     
 AI2801  ___________________________________________________________________
 AI2801  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AI2801  VERT ORDER  -  THIRD
 AI2801
 AI2801.The horizontal coordinates were scaled from a topographic map and have
 AI2801.an estimated accuracy of +/- 6 seconds.
 AI2801
 AI2801.The orthometric height was computed from unverified reset data.
 AI2801.No vertical observational check was made to the station.
 AI2801
 AI2801.The geoid height was determined by GEOID03.
 AI2801
 AI2801;                    North         East    Units  Estimated Accuracy
 AI2801;SPC MS E     -   464,450.      336,750.      MT  (+/- 180 meters Scaled)
 AI2801
 AI2801                          SUPERSEDED SURVEY CONTROL
 AI2801
 AI2801.No superseded survey control is available for this station.
 AI2801
 AI2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC668285(NAD 83)
 AI2801_MARKER: DV = VERTICAL CONTROL DISK
 AI2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2801_STAMPING: 45 V 133 RESET 1993
 AI2801_MARK LOGO: NGS   
 AI2801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2801+STABILITY: SURFACE MOTION
 AI2801
 AI2801  HISTORY     - Date     Condition        Report By
 AI2801  HISTORY     - 1993     MONUMENTED       MSDOT
 AI2801
 AI2801                          STATION DESCRIPTION
 AI2801
 AI2801'DESCRIBED BY MS DEPT TRANS 1993
 AI2801'TO REACH BENCHMARK FROM THE POST OFFICE IN HAMILTON, MS, DRIVE SOUTH
 AI2801'ON OLD US 45 0.8 MILES (1.3 KM) TO INTERSECTION WITH NEW 4-LANE US 45.
 AI2801'PROCEED SOUTH ON NEW US 45 2.7 MILES (4.3 KM) TO CROSSROAD, GRAVEL PIT
 AI2801'ROAD.  MARK IS 195 FT (59.4 M) NORTHEAST OF INTERSECTION WITH
 AI2801'NORTHBOUND LANE AND 18 FT (5.5 M) SOUTHEAST OF CENTERLINE OF GRAVEL
 AI2801'ROAD IN SOUTHEAST QUADRANT OF INTERSECTION.  ALSO 48 FT (14.6 M)
 AI2801'SOUTHEAST OF CONCRETE ROW MARKER AND 12 FT (3.7 M) NORTHWEST OF A
 AI2801'CONCRETE ROW MARKER.  MARK IS A DISK SET IN TOP OF 12 INCH ROUND
 AI2801'CONCRETE MONUMENT, FLUSH WITH GROUND AND ABOUT 2 FT (0.6 M) BELOW
 AI2801'LEVEL OF HIGHWAY.  ALSO 2 FT (0.6 M) SOUTHWEST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0257 ***********************************************************************
 DJ0257  DESIGNATION -  45 V 134
 DJ0257  PID         -  DJ0257
 DJ0257  STATE/COUNTY-  MS/MONROE
 DJ0257  USGS QUAD   -  HAMILTON (1987)
 DJ0257
 DJ0257                         *CURRENT SURVEY CONTROL
 DJ0257  ___________________________________________________________________
 DJ0257* NAD 83(1986)-  33 41 50.     (N)    088 26 33.     (W)     SCALED    
 DJ0257* NAVD 88     -        66.104  (meters)     216.88   (feet)  ADJUSTED  
 DJ0257  ___________________________________________________________________
 DJ0257  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ0257  DYNAMIC HT  -          66.036 (meters)     216.65  (feet)  COMP
 DJ0257  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 DJ0257
 DJ0257  VERT ORDER  -  SECOND    CLASS 0
 DJ0257
 DJ0257.The horizontal coordinates were scaled from a topographic map and have
 DJ0257.an estimated accuracy of +/- 6 seconds.
 DJ0257
 DJ0257.The orthometric height was determined by differential leveling
 DJ0257.and adjusted in June 1991.
 DJ0257
 DJ0257.The geoid height was determined by GEOID03.
 DJ0257
 DJ0257.The dynamic height is computed by dividing the NAVD 88
 DJ0257.geopotential number by the normal gravity value computed on the
 DJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0257.degrees latitude (g = 980.6199 gals.).
 DJ0257
 DJ0257.The modeled gravity was interpolated from observed gravity values.
 DJ0257
 DJ0257;                    North         East    Units  Estimated Accuracy
 DJ0257;SPC MS E     -   465,430.      336,230.      MT  (+/- 180 meters Scaled)
 DJ0257
 DJ0257                          SUPERSEDED SURVEY CONTROL
 DJ0257
 DJ0257  NGVD 29 (??/??/92)   66.083  (m)          216.81   (f) ADJ UNCH    2 0
 DJ0257
 DJ0257.Superseded values are not recommended for survey control.
 DJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0257.See file dsdata.txt to determine how the superseded data were derived.
 DJ0257
 DJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC663295(NAD 83)
 DJ0257_MARKER: DD = SURVEY DISK
 DJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0257_STAMPING: 45V-134 1964
 DJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0257+STABILITY: SURFACE MOTION
 DJ0257
 DJ0257  HISTORY     - Date     Condition        Report By
 DJ0257  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0257
 DJ0257                          STATION DESCRIPTION
 DJ0257
 DJ0257'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0257'3.05 MI S FROM HAMILTON.
 DJ0257'TO REACH THE MARK FROM THE POST OFFICE IN THE VILLAGE OF HAMILTON GO
 DJ0257'SOUTH ON U.S. HIGHWAY 45 FOR 3.05 MILES TO A GRAVEL CROSSROAD AND THE
 DJ0257'MARK ON THE RIGHT IN THE SOUTHWEST ANGLE AS DESCRIBED.  THE MARK IS A
 DJ0257'DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 67 FEET
 DJ0257'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT A GRAVEL ROAD CROSSING,
 DJ0257'48 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 22 FEET SOUTHEAST
 DJ0257'OF A 24 INCH TRIPLE FORKED OAK TREE, 1.5 FEET NORTHWEST OF A METAL
 DJ0257'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2804 ***********************************************************************
 AI2804  DESIGNATION -  45 V 134 RESET
 AI2804  PID         -  AI2804
 AI2804  STATE/COUNTY-  MS/MONROE
 AI2804  USGS QUAD   -  HAMILTON (1987)
 AI2804
 AI2804                         *CURRENT SURVEY CONTROL
 AI2804  ___________________________________________________________________
 AI2804* NAD 83(1986)-  33 41 50.     (N)    088 26 33.     (W)     SCALED    
 AI2804* NAVD 88     -        66.74   (meters)     219.0    (feet)  RESET     
 AI2804  ___________________________________________________________________
 AI2804  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AI2804  VERT ORDER  -  THIRD
 AI2804
 AI2804.The horizontal coordinates were scaled from a topographic map and have
 AI2804.an estimated accuracy of +/- 6 seconds.
 AI2804
 AI2804.The orthometric height was computed from unverified reset data.
 AI2804.No vertical observational check was made to the station.
 AI2804
 AI2804.The geoid height was determined by GEOID03.
 AI2804
 AI2804;                    North         East    Units  Estimated Accuracy
 AI2804;SPC MS E     -   465,430.      336,230.      MT  (+/- 180 meters Scaled)
 AI2804
 AI2804                          SUPERSEDED SURVEY CONTROL
 AI2804
 AI2804.No superseded survey control is available for this station.
 AI2804
 AI2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC663295(NAD 83)
 AI2804_MARKER: DV = VERTICAL CONTROL DISK
 AI2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2804_STAMPING: 45 V 134 RESET 1993
 AI2804_MARK LOGO: NGS   
 AI2804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2804+STABILITY: SURFACE MOTION
 AI2804
 AI2804  HISTORY     - Date     Condition        Report By
 AI2804  HISTORY     - 1993     MONUMENTED       MSDOT
 AI2804
 AI2804                          STATION DESCRIPTION
 AI2804
 AI2804'DESCRIBED BY MS DEPT TRANS 1993
 AI2804'TO REACH BENCHMARK FROM POST OFFICE IN HAMILTON, MS, DRIVE SOUTH ON
 AI2804'OLD US 45 0.8 MILES (1.3 KM) TO NEW US 45 (4-LANE) , CONTINUE SOUTH ON
 AI2804'NEW US 45 2.2 MILES (3.5 KM) TO THE INTERSECTION WITH FLOWER FARM ROAD
 AI2804'ON THE EAST SIDE OF HIGHWAY.  BENCHMARK IS A DISK SET IN THE SOUTHEAST
 AI2804'CORNER OF THE CONCRETE PAVED NORTHEAST ISLAND OF THE INTERSECTION.
 AI2804'DISK IS SET IN TOP OF A 15 INCH SQUARE CONCRETE POST 66 FEET (20.1 M)
 AI2804'EAST OF CENTERLINE OF NORTHBOUND LANES AND 23 FEET (7.0 M) NORTH OF
 AI2804'CENTERLINE OF FLOWER FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0263 ***********************************************************************
 DJ0263  DESIGNATION -  45 V 135
 DJ0263  PID         -  DJ0263
 DJ0263  STATE/COUNTY-  MS/MONROE
 DJ0263  USGS QUAD   -  HAMILTON (1987)
 DJ0263
 DJ0263                         *CURRENT SURVEY CONTROL
 DJ0263  ___________________________________________________________________
 DJ0263* NAD 83(1986)-  33 43 40.     (N)    088 26 47.     (W)     SCALED    
 DJ0263* NAVD 88     -        65.131  (meters)     213.68   (feet)  ADJUSTED  
 DJ0263  ___________________________________________________________________
 DJ0263  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ0263  DYNAMIC HT  -          65.064 (meters)     213.46  (feet)  COMP
 DJ0263  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 DJ0263
 DJ0263  VERT ORDER  -  SECOND    CLASS 0
 DJ0263
 DJ0263.The horizontal coordinates were scaled from a topographic map and have
 DJ0263.an estimated accuracy of +/- 6 seconds.
 DJ0263
 DJ0263.The orthometric height was determined by differential leveling
 DJ0263.and adjusted in June 1991.
 DJ0263
 DJ0263.The geoid height was determined by GEOID03.
 DJ0263
 DJ0263.The dynamic height is computed by dividing the NAVD 88
 DJ0263.geopotential number by the normal gravity value computed on the
 DJ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0263.degrees latitude (g = 980.6199 gals.).
 DJ0263
 DJ0263.The modeled gravity was interpolated from observed gravity values.
 DJ0263
 DJ0263;                    North         East    Units  Estimated Accuracy
 DJ0263;SPC MS E     -   468,820.      335,860.      MT  (+/- 180 meters Scaled)
 DJ0263
 DJ0263                          SUPERSEDED SURVEY CONTROL
 DJ0263
 DJ0263  NGVD 29 (??/??/92)   65.112  (m)          213.62   (f) ADJ UNCH    2 0
 DJ0263
 DJ0263.Superseded values are not recommended for survey control.
 DJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0263.See file dsdata.txt to determine how the superseded data were derived.
 DJ0263
 DJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659329(NAD 83)
 DJ0263_MARKER: DD = SURVEY DISK
 DJ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0263_STAMPING: 45V-135 1964
 DJ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0263+STABILITY: SURFACE MOTION
 DJ0263
 DJ0263  HISTORY     - Date     Condition        Report By
 DJ0263  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0263  HISTORY     - 1973     GOOD             USGS
 DJ0263
 DJ0263                          STATION DESCRIPTION
 DJ0263
 DJ0263'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0263'0.75 MI S FROM HAMILTON.
 DJ0263'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO SOUTH ON U.S.
 DJ0263'HIGHWAY 45 FOR 0.75 MILE TO A SMALL WHITE FRAME CHURCH ON THE RIGHT, A
 DJ0263'SIDE ROAD LEADING WEST AND THE MARK ON THE RIGHT AS DESCRIBED.  THE
 DJ0263'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT
 DJ0263'IS 38 FEET WEST OF THE CENTERLINE OF HIGHWAY, 78 FEET NORTHWEST OF THE
 DJ0263'CENTER OF A BLACKTOP ROAD LEADING WEST, 74 FEET SOUTHEAST OF A 24 INCH
 DJ0263'LONE PINE TREE, 75 FEET SOUTH OF A HIGH PRESSURE GAS LINE, 2 FEET
 DJ0263'NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 DJ0263'HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0263
 DJ0263                          STATION RECOVERY (1973)
 DJ0263
 DJ0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DJ0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0262 ***********************************************************************
 DJ0262  DESIGNATION -  45 V 135 RESET 1973
 DJ0262  PID         -  DJ0262
 DJ0262  STATE/COUNTY-  MS/MONROE
 DJ0262  USGS QUAD   -  HAMILTON (1987)
 DJ0262
 DJ0262                         *CURRENT SURVEY CONTROL
 DJ0262  ___________________________________________________________________
 DJ0262* NAD 83(1986)-  33 43 39.     (N)    088 26 47.     (W)     SCALED    
 DJ0262* NAVD 88     -        65.09   (meters)     213.5    (feet)  RESET     
 DJ0262  ___________________________________________________________________
 DJ0262  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ0262  VERT ORDER  -  THIRD
 DJ0262
 DJ0262.The horizontal coordinates were scaled from a topographic map and have
 DJ0262.an estimated accuracy of +/- 6 seconds.
 DJ0262
 DJ0262.The orthometric height was computed from unverified reset data.
 DJ0262
 DJ0262.The geoid height was determined by GEOID03.
 DJ0262
 DJ0262;                    North         East    Units  Estimated Accuracy
 DJ0262;SPC MS E     -   468,790.      335,860.      MT  (+/- 180 meters Scaled)
 DJ0262
 DJ0262                          SUPERSEDED SURVEY CONTROL
 DJ0262
 DJ0262.No superseded survey control is available for this station.
 DJ0262
 DJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659328(NAD 83)
 DJ0262_MARKER: DD = SURVEY DISK
 DJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0262_STAMPING: 45V-135 RESET 1973 (MSHD)
 DJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0262+STABILITY: SURFACE MOTION
 DJ0262
 DJ0262  HISTORY     - Date     Condition        Report By
 DJ0262  HISTORY     - 1973     MONUMENTED       MSHD
 DJ0262  HISTORY     - 1975     GOOD             NGS
 DJ0262
 DJ0262                          STATION DESCRIPTION
 DJ0262
 DJ0262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ0262'0.75 MI S FROM HAMILTON.
 DJ0262'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON, GO SOUTH ON U.S.
 DJ0262'45 FOR 0.75 MI. TO A SIDE ROAD LEADING WEST AND THE MARK ON THE RIGHT
 DJ0262'AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ0262'CONCRETE POST.  IT IS 38 FT. WEST OF THE CENTERLINE OF U.S. HWY. 45,
 DJ0262'178 FT. N.W. OF THE CENTER OF A BLACKTOP ROAD LEADING WEST, 25 FT.
 DJ0262'NORTH OF A HIGH PRESSURE GAS LINE, 2 FT. N.W. OF A METAL WITNESS POST,
 DJ0262'3 FT. BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0262
 DJ0262                          STATION RECOVERY (1975)
 DJ0262
 DJ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DJ0262'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO SOUTH ON U.S.
 DJ0262'HIGHWAY 45 FOR 0.7 MILE TO MARK ON RIGHT, JUST BEFORE REACHING A SIDE
 DJ0262'ROAD ON RIGHT. THE MARK IS A STANDARD B.M. DISK SET IN THE TOP OF A
 DJ0262'CONCRETE POST, 6 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 176
 DJ0262'FEET NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST, 158 FEET SOUTH
 DJ0262'OF A POWER POLE, 106.5 FEET NORTH-NORTHEAST OF THE EAST SIGN POST OF
 DJ0262'THE CHEMICAL CORP. SIGN, 38.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DJ0262'45 AND 2.8 FEET NORTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0266 ***********************************************************************
 DJ0266  DESIGNATION -  45 V 136
 DJ0266  PID         -  DJ0266
 DJ0266  STATE/COUNTY-  MS/MONROE
 DJ0266  USGS QUAD   -  AMORY SW (1992)
 DJ0266
 DJ0266                         *CURRENT SURVEY CONTROL
 DJ0266  ___________________________________________________________________
 DJ0266* NAD 83(1986)-  33 45 23.     (N)    088 27 02.     (W)     SCALED    
 DJ0266* NAVD 88     -        66.697  (meters)     218.82   (feet)  ADJUSTED  
 DJ0266  ___________________________________________________________________
 DJ0266  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DJ0266  DYNAMIC HT  -          66.628 (meters)     218.60  (feet)  COMP
 DJ0266  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DJ0266
 DJ0266  VERT ORDER  -  SECOND    CLASS 0
 DJ0266
 DJ0266.The horizontal coordinates were scaled from a topographic map and have
 DJ0266.an estimated accuracy of +/- 6 seconds.
 DJ0266
 DJ0266.The orthometric height was determined by differential leveling
 DJ0266.and adjusted in June 1991.
 DJ0266
 DJ0266.The geoid height was determined by GEOID03.
 DJ0266
 DJ0266.The dynamic height is computed by dividing the NAVD 88
 DJ0266.geopotential number by the normal gravity value computed on the
 DJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0266.degrees latitude (g = 980.6199 gals.).
 DJ0266
 DJ0266.The modeled gravity was interpolated from observed gravity values.
 DJ0266
 DJ0266;                    North         East    Units  Estimated Accuracy
 DJ0266;SPC MS E     -   471,990.      335,460.      MT  (+/- 180 meters Scaled)
 DJ0266
 DJ0266                          SUPERSEDED SURVEY CONTROL
 DJ0266
 DJ0266  NGVD 29 (??/??/92)   66.680  (m)          218.77   (f) ADJ UNCH    2 0
 DJ0266
 DJ0266.Superseded values are not recommended for survey control.
 DJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0266.See file dsdata.txt to determine how the superseded data were derived.
 DJ0266
 DJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC656360(NAD 83)
 DJ0266_MARKER: DD = SURVEY DISK
 DJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0266_STAMPING: 45V-136 1964
 DJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0266+STABILITY: SURFACE MOTION
 DJ0266
 DJ0266  HISTORY     - Date     Condition        Report By
 DJ0266  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0266
 DJ0266                          STATION DESCRIPTION
 DJ0266
 DJ0266'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0266'1.35 MI NW FROM HAMILTON.
 DJ0266'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO NORTH ON U. S.
 DJ0266'HIGHWAY 45 FOR 1.35 MILES TO THE FARMERS GIN, INC. ON THE RIGHT AND
 DJ0266'THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 DJ0266'OF A 12 INCH ROUND, CONCRETE POST.  IT IS 47 FEET EAST OF THE
 DJ0266'CENTERLINE OF THE HIGHWAY, 55 FEET NORTH OF THE CENTER OF THE NORTH
 DJ0266'DRIVEWAY LEADING TO THE GIN, 3 FEET NORTHWEST OF A NET WIRE FENCE
 DJ0266'CORNER AND 2 FEET WEST OF THE FENCE, 2 FEET NORTH OF A METAL WITNESS
 DJ0266'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0267 ***********************************************************************
 DJ0267  DESIGNATION -  45 V 137
 DJ0267  PID         -  DJ0267
 DJ0267  STATE/COUNTY-  MS/MONROE
 DJ0267  USGS QUAD   -  AMORY SW (1992)
 DJ0267
 DJ0267                         *CURRENT SURVEY CONTROL
 DJ0267  ___________________________________________________________________
 DJ0267* NAD 83(1986)-  33 46 58.     (N)    088 27 30.     (W)     SCALED    
 DJ0267* NAVD 88     -        63.638  (meters)     208.79   (feet)  ADJUSTED  
 DJ0267  ___________________________________________________________________
 DJ0267  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ0267  DYNAMIC HT  -          63.573 (meters)     208.57  (feet)  COMP
 DJ0267  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 DJ0267
 DJ0267  VERT ORDER  -  SECOND    CLASS 0
 DJ0267
 DJ0267.The horizontal coordinates were scaled from a topographic map and have
 DJ0267.an estimated accuracy of +/- 6 seconds.
 DJ0267
 DJ0267.The orthometric height was determined by differential leveling
 DJ0267.and adjusted in June 1991.
 DJ0267
 DJ0267.The geoid height was determined by GEOID03.
 DJ0267
 DJ0267.The dynamic height is computed by dividing the NAVD 88
 DJ0267.geopotential number by the normal gravity value computed on the
 DJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0267.degrees latitude (g = 980.6199 gals.).
 DJ0267
 DJ0267.The modeled gravity was interpolated from observed gravity values.
 DJ0267
 DJ0267;                    North         East    Units  Estimated Accuracy
 DJ0267;SPC MS E     -   474,920.      334,730.      MT  (+/- 180 meters Scaled)
 DJ0267
 DJ0267                          SUPERSEDED SURVEY CONTROL
 DJ0267
 DJ0267  NGVD 29 (??/??/92)   63.610  (m)          208.69   (f) ADJ UNCH    2 0
 DJ0267
 DJ0267.Superseded values are not recommended for survey control.
 DJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0267.See file dsdata.txt to determine how the superseded data were derived.
 DJ0267
 DJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC649390(NAD 83)
 DJ0267_MARKER: DD = SURVEY DISK
 DJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0267_STAMPING: BM 45V-137 1964
 DJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0267+STABILITY: SURFACE MOTION
 DJ0267
 DJ0267  HISTORY     - Date     Condition        Report By
 DJ0267  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0267
 DJ0267                          STATION DESCRIPTION
 DJ0267
 DJ0267'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0267'3.35 MI N FROM HAMILTON.
 DJ0267'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO NORTH ON U. S.
 DJ0267'HIGHWAY 45 FOR 3.35 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE
 DJ0267'LEFT.  THIS MARK IS 6.35 MILES SOUTH OF THE POST OFFICE IN ABERDEEN.
 DJ0267'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 DJ0267'IT IS 46.4 FEET WEST OF THE CENTER OF THE HIGHWAY, 28.5 FEET EAST OF A
 DJ0267'36-INCH OAK, 4.0 FEET EAST OF A FENCE CORNER POST, 1 FOOT BELOW THE
 DJ0267'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL WITNESS POST
 DJ0267'WAS SET 2 FEET NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0272 ***********************************************************************
 DJ0272  DESIGNATION -  45 V 138
 DJ0272  PID         -  DJ0272
 DJ0272  STATE/COUNTY-  MS/MONROE
 DJ0272  USGS QUAD   -  AMORY SW (1992)
 DJ0272
 DJ0272                         *CURRENT SURVEY CONTROL
 DJ0272  ___________________________________________________________________
 DJ0272* NAD 83(1986)-  33 48 51.     (N)    088 29 16.     (W)     SCALED    
 DJ0272* NAVD 88     -        61.092  (meters)     200.43   (feet)  ADJUSTED  
 DJ0272  ___________________________________________________________________
 DJ0272  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DJ0272  DYNAMIC HT  -          61.029 (meters)     200.23  (feet)  COMP
 DJ0272  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 DJ0272
 DJ0272  VERT ORDER  -  SECOND    CLASS 0
 DJ0272
 DJ0272.The horizontal coordinates were scaled from a topographic map and have
 DJ0272.an estimated accuracy of +/- 6 seconds.
 DJ0272
 DJ0272.The orthometric height was determined by differential leveling
 DJ0272.and adjusted in June 1991.
 DJ0272
 DJ0272.The geoid height was determined by GEOID03.
 DJ0272
 DJ0272.The dynamic height is computed by dividing the NAVD 88
 DJ0272.geopotential number by the normal gravity value computed on the
 DJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0272.degrees latitude (g = 980.6199 gals.).
 DJ0272
 DJ0272.The modeled gravity was interpolated from observed gravity values.
 DJ0272
 DJ0272;                    North         East    Units  Estimated Accuracy
 DJ0272;SPC MS E     -   478,390.      331,990.      MT  (+/- 180 meters Scaled)
 DJ0272
 DJ0272                          SUPERSEDED SURVEY CONTROL
 DJ0272
 DJ0272  NGVD 29 (??/??/92)   61.05   (m)          200.3    (f) COMPUTED    2 0
 DJ0272
 DJ0272.Superseded values are not recommended for survey control.
 DJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0272.See file dsdata.txt to determine how the superseded data were derived.
 DJ0272
 DJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC623425(NAD 83)
 DJ0272_MARKER: DD = SURVEY DISK
 DJ0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0272_SP_SET: BRIDGE
 DJ0272_STAMPING: 45V-138 1964
 DJ0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0272
 DJ0272  HISTORY     - Date     Condition        Report By
 DJ0272  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0272
 DJ0272                          STATION DESCRIPTION
 DJ0272
 DJ0272'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0272'3.65 MI SE FROM ABERDEEN.
 DJ0272'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO SOUTHEAST ON U.
 DJ0272'S. HIGHWAY 45 FOR 3.65 MILES TO A CONCRETE BRIDGE OVER NICHOLS CREEK.
 DJ0272'THE MARK IS IN THE SOUTHWEST ABUTMENT, APPROXIMATELY 300 FEET WEST OF
 DJ0272'THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 25.  THE MARK IS A
 DJ0272'DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS 14.5 FEET SOUTHWEST OF
 DJ0272'THE CENTERLINE OF U.S. HIGHWAY 45 ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2805 ***********************************************************************
 AI2805  DESIGNATION -  45 V 138 RESET
 AI2805  PID         -  AI2805
 AI2805  STATE/COUNTY-  MS/MONROE
 AI2805  USGS QUAD   -  AMORY SW (1992)
 AI2805
 AI2805                         *CURRENT SURVEY CONTROL
 AI2805  ___________________________________________________________________
 AI2805* NAD 83(1986)-  33 48 51.     (N)    088 29 16.     (W)     SCALED    
 AI2805* NAVD 88     -        60.56   (meters)     198.7    (feet)  RESET     
 AI2805  ___________________________________________________________________
 AI2805  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AI2805  VERT ORDER  -  THIRD
 AI2805
 AI2805.The horizontal coordinates were scaled from a topographic map and have
 AI2805.an estimated accuracy of +/- 6 seconds.
 AI2805
 AI2805.The orthometric height was computed from unverified reset data.
 AI2805.No vertical observational check was made to the station.
 AI2805
 AI2805.The geoid height was determined by GEOID03.
 AI2805
 AI2805;                    North         East    Units  Estimated Accuracy
 AI2805;SPC MS E     -   478,390.      331,990.      MT  (+/- 180 meters Scaled)
 AI2805
 AI2805                          SUPERSEDED SURVEY CONTROL
 AI2805
 AI2805.No superseded survey control is available for this station.
 AI2805
 AI2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC623425(NAD 83)
 AI2805_MARKER: DV = VERTICAL CONTROL DISK
 AI2805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2805_SP_SET: BRIDGE ABUTMENT
 AI2805_STAMPING: 45 V 138 RESET 1994
 AI2805_MARK LOGO: NGS   
 AI2805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2805
 AI2805  HISTORY     - Date     Condition        Report By
 AI2805  HISTORY     - 1994     MONUMENTED       MSDOT
 AI2805
 AI2805                          STATION DESCRIPTION
 AI2805
 AI2805'DESCRIBED BY MS DEPT TRANS 1994
 AI2805'TO REACH BENCHMARK FROM POST OFFICE IN ABERDEEN, DRIVE SOUTH ON U.S.
 AI2805'HIGHWAY 45 FOR 3.2 MILES (5.1 KM) TO AN INTERCHANGE FOR STATE HIGHWAYS
 AI2805'25 AND 8.  EXIT RIGHT AND DRIVE EAST 1.55 MILES (2.49 KM) TO THE
 AI2805'INTERSECTION OF HWYS 8 AND 25.  TURN LEFT ON TO THE WEST BOUND LAND OF
 AI2805'HWY 25.  PROCEED WEST ON HWYS 25 AND 8 FOR 0.8 MILES (1.3 KM) TO EXIT
 AI2805'RAMP ON RIGHT FOR U.S.  HWY 45 NORTH TO ABERDEEN.  EXIT RIGHT AND
 AI2805'DRIVE 0.05 MILES (0.08 KM) TO A CONCRETE BRIDGE OVER NICHOLS CREEK.
 AI2805'BENCHMARK IS SET IN SOUTHEAST ABUTMENT ABOUT 33 FEET (10.1 M) EAST OF
 AI2805'CENTERLINE OF BRIDGE AND ABOUT 3 FEET (0.9 M) BELOW LEVEL OF ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1104 ***********************************************************************
 DJ1104  DESIGNATION -  45 V 139
 DJ1104  PID         -  DJ1104
 DJ1104  STATE/COUNTY-  MS/MONROE
 DJ1104  USGS QUAD   -  ABERDEEN (1992)
 DJ1104
 DJ1104                         *CURRENT SURVEY CONTROL
 DJ1104  ___________________________________________________________________
 DJ1104* NAD 83(1986)-  33 49 17.     (N)    088 31 48.     (W)     SCALED    
 DJ1104* NAVD 88     -        59.419  (meters)     194.94   (feet)  ADJUSTED  
 DJ1104  ___________________________________________________________________
 DJ1104  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1104  DYNAMIC HT  -          59.359 (meters)     194.75  (feet)  COMP
 DJ1104  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 DJ1104
 DJ1104  VERT ORDER  -  SECOND    CLASS 0
 DJ1104
 DJ1104.The horizontal coordinates were scaled from a topographic map and have
 DJ1104.an estimated accuracy of +/- 6 seconds.
 DJ1104
 DJ1104.The orthometric height was determined by differential leveling
 DJ1104.and adjusted in June 1991.
 DJ1104
 DJ1104.The geoid height was determined by GEOID03.
 DJ1104
 DJ1104.The dynamic height is computed by dividing the NAVD 88
 DJ1104.geopotential number by the normal gravity value computed on the
 DJ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1104.degrees latitude (g = 980.6199 gals.).
 DJ1104
 DJ1104.The modeled gravity was interpolated from observed gravity values.
 DJ1104
 DJ1104;                    North         East    Units  Estimated Accuracy
 DJ1104;SPC MS E     -   479,180.      328,080.      MT  (+/- 180 meters Scaled)
 DJ1104
 DJ1104                          SUPERSEDED SURVEY CONTROL
 DJ1104
 DJ1104  NGVD 29 (??/??/92)   59.37   (m)          194.8    (f) COMPUTED    2 0
 DJ1104
 DJ1104.Superseded values are not recommended for survey control.
 DJ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1104.See file dsdata.txt to determine how the superseded data were derived.
 DJ1104
 DJ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC584434(NAD 83)
 DJ1104_MARKER: DD = SURVEY DISK
 DJ1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1104_STAMPING: 45V-139 1964
 DJ1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1104+STABILITY: SURFACE MOTION
 DJ1104
 DJ1104  HISTORY     - Date     Condition        Report By
 DJ1104  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1104  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ1104
 DJ1104                          STATION DESCRIPTION
 DJ1104
 DJ1104'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1104'0.85 MI SE FROM ABERDEEN.
 DJ1104'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST ON U.S.
 DJ1104'HIGHWAY 45 FOR 0.85 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ1104'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS LOCATED 109
 DJ1104'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF A PRIVATE
 DJ1104'GRAVEL ROAD, 2 FEET SOUTHWEST OF THE SOUTH POST SUPPORTING A SIGN
 DJ1104'OWNED BY THE KING AND STANLEY SIGN CO., 1 FOOT NORTHWEST OF A METAL
 DJ1104'WITNESS POST, 7 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1
 DJ1104'INCH.
 DJ1104
 DJ1104                          STATION RECOVERY (1966)
 DJ1104
 DJ1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1105 ***********************************************************************
 DJ1105  DESIGNATION -  45 V 139 RESET 1974
 DJ1105  PID         -  DJ1105
 DJ1105  STATE/COUNTY-  MS/MONROE
 DJ1105  USGS QUAD   -  ABERDEEN (1992)
 DJ1105
 DJ1105                         *CURRENT SURVEY CONTROL
 DJ1105  ___________________________________________________________________
 DJ1105* NAD 83(1986)-  33 49 16.     (N)    088 31 49.     (W)     SCALED    
 DJ1105* NAVD 88     -        61.12   (meters)     200.5    (feet)  RESET     
 DJ1105  ___________________________________________________________________
 DJ1105  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1105  VERT ORDER  -  THIRD
 DJ1105
 DJ1105.The horizontal coordinates were scaled from a topographic map and have
 DJ1105.an estimated accuracy of +/- 6 seconds.
 DJ1105
 DJ1105.The orthometric height was computed from unverified reset data.
 DJ1105.No vertical observational check was made to the station.
 DJ1105
 DJ1105.The geoid height was determined by GEOID03.
 DJ1105
 DJ1105;                    North         East    Units  Estimated Accuracy
 DJ1105;SPC MS E     -   479,150.      328,060.      MT  (+/- 180 meters Scaled)
 DJ1105
 DJ1105                          SUPERSEDED SURVEY CONTROL
 DJ1105
 DJ1105.No superseded survey control is available for this station.
 DJ1105
 DJ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC583433(NAD 83)
 DJ1105_MARKER: DB = BENCH MARK DISK
 DJ1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1105_SP_SET: BUILDING
 DJ1105_STAMPING: 45V139 RESET 1974
 DJ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1105
 DJ1105  HISTORY     - Date     Condition        Report By
 DJ1105  HISTORY     - 1974     MONUMENTED       NGS
 DJ1105
 DJ1105                          STATION DESCRIPTION
 DJ1105
 DJ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DJ1105'0.9 MI SE FROM ABERDEEN.
 DJ1105'LOCATED 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 DJ1105'IN ABERDEEN, 0.1 MILE SOUTHEAST OF THE BRIDGE OVER THE TOMBIGBE RIVER,
 DJ1105'AT THE NORTHEAST CORNER OF THE ROBERTS ELECTRICAL SHOP, 1 FOOT EAST OF
 DJ1105'THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT NORTH OF A METAL
 DJ1105'WITNESS POST.  IT IS STAMPED 45V139 RESET 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0412 ***********************************************************************
 BV0412  DESIGNATION -  45 V 14
 BV0412  PID         -  BV0412
 BV0412  STATE/COUNTY-  MS/WAYNE
 BV0412  USGS QUAD   -  WAYNESBORO (1982)
 BV0412
 BV0412                         *CURRENT SURVEY CONTROL
 BV0412  ___________________________________________________________________
 BV0412* NAD 83(1986)-  31 43 56.     (N)    088 38 55.     (W)     SCALED    
 BV0412* NAVD 88     -        68.741  (meters)     225.53   (feet)  ADJUSTED  
 BV0412  ___________________________________________________________________
 BV0412  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0412  DYNAMIC HT  -          68.659 (meters)     225.26  (feet)  COMP
 BV0412  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 BV0412
 BV0412  VERT ORDER  -  FIRST     CLASS II
 BV0412
 BV0412.The horizontal coordinates were scaled from a topographic map and have
 BV0412.an estimated accuracy of +/- 6 seconds.
 BV0412
 BV0412.The orthometric height was determined by differential leveling
 BV0412.and adjusted in June 1991.
 BV0412.WARNING-Repeat measurements at this control monument indicate possible
 BV0412.vertical movement.
 BV0412
 BV0412.The geoid height was determined by GEOID03.
 BV0412
 BV0412.The dynamic height is computed by dividing the NAVD 88
 BV0412.geopotential number by the normal gravity value computed on the
 BV0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0412.degrees latitude (g = 980.6199 gals.).
 BV0412
 BV0412.The modeled gravity was interpolated from observed gravity values.
 BV0412
 BV0412;                    North         East    Units  Estimated Accuracy
 BV0412;SPC MS E     -   247,470.      317,510.      MT  (+/- 180 meters Scaled)
 BV0412
 BV0412                          SUPERSEDED SURVEY CONTROL
 BV0412
 BV0412  NGVD 29 (??/??/??)   68.717  (m)          225.45   (f) ADJUSTED    1 2
 BV0412
 BV0412.Superseded values are not recommended for survey control.
 BV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0412.See file dsdata.txt to determine how the superseded data were derived.
 BV0412
 BV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA438119(NAD 83)
 BV0412_MARKER: DD = SURVEY DISK
 BV0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0412_SP_SET: CONCRETE POST
 BV0412_STAMPING: BM 45V-14 1961
 BV0412_MARK LOGO: MSHD  
 BV0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0412+STABILITY: SURFACE MOTION
 BV0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0412+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1991
 BV0412
 BV0412  HISTORY     - Date     Condition        Report By
 BV0412  HISTORY     - 1961     MONUMENTED       MSHD
 BV0412  HISTORY     - 1964     GOOD             NGS
 BV0412  HISTORY     - 1980     GOOD             NGS
 BV0412  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 BV0412  HISTORY     - 19910728 SEE DESCRIPTION  MSHD
 BV0412
 BV0412                          STATION DESCRIPTION
 BV0412
 BV0412'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0412'3.75 MI N FROM WAYNESBORO.
 BV0412'THE MARK IS LOCATED ABOUT 3 3/4 MILES NORTH OF WAYNESBORO, ALONG AND
 BV0412'ON THE EAST SIDE OF U.S. HIGHWAY 45, AT THE WEST EDGE OF HEAVILY
 BV0412'WOODED AREA AND ON THE EAST EDGE OF A POWERLINE RIGHT-OF-WAY.  TO
 BV0412'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84 AND STATE HIGHWAY
 BV0412'63 ON THE EAST SIDE OF WAYNESBORO GO NORTH ON U.S. 45 FOR 3.85 MILES
 BV0412'TO A DIRT DRIVEWAY ON THE RIGHT LEADING TO A SMALL LAKE AND THE MARK
 BV0412'ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK
 BV0412'STAMPED B. M. 45V-14 1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE,
 BV0412'CONCRETE POST PROJECTING 2 INCHES.  IT IS 130 FEET EAST OF THE CENTER
 BV0412'OF THE HIGHWAY, 78 FEET EAST OF A RIGHT-OF-WAY FENCE, 68 FEET
 BV0412'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 32 FEET EAST OF THE
 BV0412'APPROXIMATE CENTER OF THE POWERLINE AND 2 FEET NORTH OF A 14 INCH PINE
 BV0412'TREE, A METAL WITNESS SIGNPOST WAS SET 2 FEET NORTHEAST OF THE MARK.
 BV0412
 BV0412                          STATION RECOVERY (1964)
 BV0412
 BV0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0412'RECOVERED IN GOOD CONDITION.
 BV0412
 BV0412                          STATION RECOVERY (1980)
 BV0412
 BV0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0412'RECOVERED IN GOOD CONDITION.
 BV0412
 BV0412                          STATION RECOVERY (1987)
 BV0412
 BV0412'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (JMS)
 BV0412'MARK NOT FOUND.
 BV0412
 BV0412                          STATION RECOVERY (1991)
 BV0412
 BV0412'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0412'THE MARK WAS SEARCHED BUT WAS NOT FOUND. A LOCAL RESIDENT STATED THAT
 BV0412'THE MARK WAS UPROOTED DURING A LOGGING OPERATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1108 ***********************************************************************
 DJ1108  DESIGNATION -  45 V 140
 DJ1108  PID         -  DJ1108
 DJ1108  STATE/COUNTY-  MS/MONROE
 DJ1108  USGS QUAD   -  ABERDEEN (1992)
 DJ1108
 DJ1108                         *CURRENT SURVEY CONTROL
 DJ1108  ___________________________________________________________________
 DJ1108* NAD 83(1986)-  33 50 10.     (N)    088 34 06.     (W)     SCALED    
 DJ1108* NAVD 88     -        77.522  (meters)     254.34   (feet)  ADJUSTED  
 DJ1108  ___________________________________________________________________
 DJ1108  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ1108  DYNAMIC HT  -          77.443 (meters)     254.08  (feet)  COMP
 DJ1108  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 DJ1108
 DJ1108  VERT ORDER  -  SECOND    CLASS 0
 DJ1108
 DJ1108.The horizontal coordinates were scaled from a topographic map and have
 DJ1108.an estimated accuracy of +/- 6 seconds.
 DJ1108
 DJ1108.The orthometric height was determined by differential leveling
 DJ1108.and adjusted in June 1991.
 DJ1108
 DJ1108.The geoid height was determined by GEOID03.
 DJ1108
 DJ1108.The dynamic height is computed by dividing the NAVD 88
 DJ1108.geopotential number by the normal gravity value computed on the
 DJ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1108.degrees latitude (g = 980.6199 gals.).
 DJ1108
 DJ1108.The modeled gravity was interpolated from observed gravity values.
 DJ1108
 DJ1108;                    North         East    Units  Estimated Accuracy
 DJ1108;SPC MS E     -   480,800.      324,530.      MT  (+/- 180 meters Scaled)
 DJ1108
 DJ1108                          SUPERSEDED SURVEY CONTROL
 DJ1108
 DJ1108  NGVD 29 (??/??/92)   77.47   (m)          254.2    (f) COMPUTED    2 0
 DJ1108
 DJ1108.Superseded values are not recommended for survey control.
 DJ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1108.See file dsdata.txt to determine how the superseded data were derived.
 DJ1108
 DJ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC548450(NAD 83)
 DJ1108_MARKER: DD = SURVEY DISK
 DJ1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1108_STAMPING: 45V - 140 1964
 DJ1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1108+STABILITY: SURFACE MOTION
 DJ1108
 DJ1108  HISTORY     - Date     Condition        Report By
 DJ1108  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1108
 DJ1108                          STATION DESCRIPTION
 DJ1108
 DJ1108'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1108'1.8 MI NW FROM ABERDEEN.
 DJ1108'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST ON U. S.
 DJ1108'HIGHWAY 45 FOR 1.8 MILES TO A GRAVEL ROAD ON THE LEFT AND THE MARK ON
 DJ1108'THE LEFT IN THE SOUTHWEST ANGLE.  THE MARK IS A DISK SET IN THE TOP OF
 DJ1108'A 12 INCH ROUND, CONCRETE POST.  IT IS 56 FEET SOUTHWEST OF THE
 DJ1108'CENTERLINE OF THE HIGHWAY, 31 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 DJ1108'ROAD LEADING TO PAULENS LAKE, 81 FEET WEST OF A BOARD FENCE CORNER
 DJ1108'POST, 5 FEET EAST OF THE BOARD FENCE, 2 FEET NORTHWEST OF A METAL
 DJ1108'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1109 ***********************************************************************
 DJ1109  DESIGNATION -  45 V 141
 DJ1109  PID         -  DJ1109
 DJ1109  STATE/COUNTY-  MS/MONROE
 DJ1109  USGS QUAD   -  ABERDEEN (1992)
 DJ1109
 DJ1109                         *CURRENT SURVEY CONTROL
 DJ1109  ___________________________________________________________________
 DJ1109* NAD 83(1986)-  33 50 41.     (N)    088 34 41.     (W)     SCALED    
 DJ1109* NAVD 88     -        76.063  (meters)     249.55   (feet)  ADJUSTED  
 DJ1109  ___________________________________________________________________
 DJ1109  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DJ1109  DYNAMIC HT  -          75.986 (meters)     249.30  (feet)  COMP
 DJ1109  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 DJ1109
 DJ1109  VERT ORDER  -  SECOND    CLASS 0
 DJ1109
 DJ1109.The horizontal coordinates were scaled from a topographic map and have
 DJ1109.an estimated accuracy of +/- 6 seconds.
 DJ1109
 DJ1109.The orthometric height was determined by differential leveling
 DJ1109.and adjusted in June 1991.
 DJ1109
 DJ1109.The geoid height was determined by GEOID03.
 DJ1109
 DJ1109.The dynamic height is computed by dividing the NAVD 88
 DJ1109.geopotential number by the normal gravity value computed on the
 DJ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1109.degrees latitude (g = 980.6199 gals.).
 DJ1109
 DJ1109.The modeled gravity was interpolated from observed gravity values.
 DJ1109
 DJ1109;                    North         East    Units  Estimated Accuracy
 DJ1109;SPC MS E     -   481,750.      323,630.      MT  (+/- 180 meters Scaled)
 DJ1109
 DJ1109                          SUPERSEDED SURVEY CONTROL
 DJ1109
 DJ1109  NGVD 29 (??/??/92)   76.01   (m)          249.4    (f) COMPUTED    2 0
 DJ1109
 DJ1109.Superseded values are not recommended for survey control.
 DJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1109.See file dsdata.txt to determine how the superseded data were derived.
 DJ1109
 DJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC539460(NAD 83)
 DJ1109_MARKER: DD = SURVEY DISK
 DJ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1109_STAMPING: 45V-141 1964
 DJ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1109+STABILITY: SURFACE MOTION
 DJ1109
 DJ1109  HISTORY     - Date     Condition        Report By
 DJ1109  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1109
 DJ1109                          STATION DESCRIPTION
 DJ1109
 DJ1109'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1109'2.65 MI NW FROM ABERDEEN.
 DJ1109'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST-NORTHWEST
 DJ1109'ON U. S. HIGHWAY 45 TO THE SUNNY ACRES MOTEL ON THE RIGHT AND THE MARK
 DJ1109'ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ1109'CONCRETE POST.  IT IS 67 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DJ1109'HIGHWAY, 97 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY AND HIGHWAY
 DJ1109'LEADING TO THE SUNNY ACRES MOTEL, 6 FEET WEST OF A WIRE FENCE, 1.5
 DJ1109'FEET NORTHWEST OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE
 DJ1109'HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1110 ***********************************************************************
 DJ1110  DESIGNATION -  45 V 142
 DJ1110  PID         -  DJ1110
 DJ1110  STATE/COUNTY-  MS/MONROE
 DJ1110  USGS QUAD   -  ABERDEEN (1992)
 DJ1110
 DJ1110                         *CURRENT SURVEY CONTROL
 DJ1110  ___________________________________________________________________
 DJ1110* NAD 83(1986)-  33 50 58.     (N)    088 35 01.     (W)     SCALED    
 DJ1110* NAVD 88     -        74.836  (meters)     245.52   (feet)  ADJUSTED  
 DJ1110  ___________________________________________________________________
 DJ1110  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DJ1110  DYNAMIC HT  -          74.760 (meters)     245.28  (feet)  COMP
 DJ1110  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 DJ1110
 DJ1110  VERT ORDER  -  SECOND    CLASS 0
 DJ1110
 DJ1110.The horizontal coordinates were scaled from a topographic map and have
 DJ1110.an estimated accuracy of +/- 6 seconds.
 DJ1110
 DJ1110.The orthometric height was determined by differential leveling
 DJ1110.and adjusted in June 1991.
 DJ1110
 DJ1110.The geoid height was determined by GEOID03.
 DJ1110
 DJ1110.The dynamic height is computed by dividing the NAVD 88
 DJ1110.geopotential number by the normal gravity value computed on the
 DJ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1110.degrees latitude (g = 980.6199 gals.).
 DJ1110
 DJ1110.The modeled gravity was interpolated from observed gravity values.
 DJ1110
 DJ1110;                    North         East    Units  Estimated Accuracy
 DJ1110;SPC MS E     -   482,280.      323,110.      MT  (+/- 180 meters Scaled)
 DJ1110
 DJ1110                          SUPERSEDED SURVEY CONTROL
 DJ1110
 DJ1110  NGVD 29 (??/??/92)   74.79   (m)          245.4    (f) COMPUTED    2 0
 DJ1110
 DJ1110.Superseded values are not recommended for survey control.
 DJ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1110.See file dsdata.txt to determine how the superseded data were derived.
 DJ1110
 DJ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC534465(NAD 83)
 DJ1110_MARKER: DD = SURVEY DISK
 DJ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1110_STAMPING: 45V-142 1964
 DJ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1110+STABILITY: SURFACE MOTION
 DJ1110
 DJ1110  HISTORY     - Date     Condition        Report By
 DJ1110  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1110
 DJ1110                          STATION DESCRIPTION
 DJ1110
 DJ1110'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1110'3.1 MI NW FROM ABERDEEN.
 DJ1110'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST-NORTHWEST
 DJ1110'ON U. S. HIGHWAY 45 FOR 3.1 MILES TO STENSON AIR FIELD ON THE LEFT AND
 DJ1110'THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 DJ1110'OF A 12 INCH ROUND, CONCRETE POST.  IT IS 61 FEET SOUTHWEST OF THE
 DJ1110'CENTERLINE OF THE HIGHWAY, 18 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DJ1110'OF THE QUANSEN BUILDING, 27 FEET NORTHWEST OF A 6 INCH CEDAR TREE, 13
 DJ1110'FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE APRON AND 1.0 FOOT
 DJ1110'NORTHWEST OF A ROW MARKER, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH
 DJ1110'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1111 ***********************************************************************
 DJ1111  DESIGNATION -  45 V 143
 DJ1111  PID         -  DJ1111
 DJ1111  STATE/COUNTY-  MS/MONROE
 DJ1111  USGS QUAD   -  ABERDEEN (1992)
 DJ1111
 DJ1111                         *CURRENT SURVEY CONTROL
 DJ1111  ___________________________________________________________________
 DJ1111* NAD 83(1986)-  33 51 05.     (N)    088 35 08.     (W)     SCALED    
 DJ1111* NAVD 88     -        76.083  (meters)     249.62   (feet)  ADJUSTED  
 DJ1111  ___________________________________________________________________
 DJ1111  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DJ1111  DYNAMIC HT  -          76.006 (meters)     249.36  (feet)  COMP
 DJ1111  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DJ1111
 DJ1111  VERT ORDER  -  SECOND    CLASS 0
 DJ1111
 DJ1111.The horizontal coordinates were scaled from a topographic map and have
 DJ1111.an estimated accuracy of +/- 6 seconds.
 DJ1111
 DJ1111.The orthometric height was determined by differential leveling
 DJ1111.and adjusted in June 1991.
 DJ1111
 DJ1111.The geoid height was determined by GEOID03.
 DJ1111
 DJ1111.The dynamic height is computed by dividing the NAVD 88
 DJ1111.geopotential number by the normal gravity value computed on the
 DJ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1111.degrees latitude (g = 980.6199 gals.).
 DJ1111
 DJ1111.The modeled gravity was interpolated from observed gravity values.
 DJ1111
 DJ1111;                    North         East    Units  Estimated Accuracy
 DJ1111;SPC MS E     -   482,490.      322,930.      MT  (+/- 180 meters Scaled)
 DJ1111
 DJ1111                          SUPERSEDED SURVEY CONTROL
 DJ1111
 DJ1111  NGVD 29 (??/??/92)   76.03   (m)          249.4    (f) COMPUTED    2 0
 DJ1111
 DJ1111.Superseded values are not recommended for survey control.
 DJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1111.See file dsdata.txt to determine how the superseded data were derived.
 DJ1111
 DJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC533468(NAD 83)
 DJ1111_MARKER: DB = BENCH MARK DISK
 DJ1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1111_STAMPING: 45V-143 1964
 DJ1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1111+STABILITY: SURFACE MOTION
 DJ1111
 DJ1111  HISTORY     - Date     Condition        Report By
 DJ1111  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1111
 DJ1111                          STATION DESCRIPTION
 DJ1111
 DJ1111'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1111'3.3 MI NW FROM ABERDEEN.
 DJ1111'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1111'NORTHWEST ON U.S. HIGHWAY 45 FOR 3.3 MILES TO THE STINSON AIR FIELD ON
 DJ1111'THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DJ1111'OF A 12 INCH ROUND, CONCRETE POST.  IT IS 89 FEET SOUTHWEST OF THE
 DJ1111'CENTERLINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF A 6 INCH CEDAR TREE,
 DJ1111'76 FEET EAST OF A FENCE LINE, 119 FEET NORTHWEST OF A POWERLINE POLE,
 DJ1111'3 FEET NORTHWEST OF A MARBLE MEMORIAL MONUMENT OT EDDIA A. STINSON,
 DJ1111'JR. ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1115 ***********************************************************************
 DJ1115  DESIGNATION -  45 V 144
 DJ1115  PID         -  DJ1115
 DJ1115  STATE/COUNTY-  MS/MONROE
 DJ1115  USGS QUAD   -  ABERDEEN (1992)
 DJ1115
 DJ1115                         *CURRENT SURVEY CONTROL
 DJ1115  ___________________________________________________________________
 DJ1115* NAD 83(1986)-  33 52 25.     (N)    088 35 48.     (W)     SCALED    
 DJ1115* NAVD 88     -        64.862  (meters)     212.80   (feet)  ADJUSTED  
 DJ1115  ___________________________________________________________________
 DJ1115  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1115  DYNAMIC HT  -          64.797 (meters)     212.59  (feet)  COMP
 DJ1115  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 DJ1115
 DJ1115  VERT ORDER  -  SECOND    CLASS 0
 DJ1115
 DJ1115.The horizontal coordinates were scaled from a topographic map and have
 DJ1115.an estimated accuracy of +/- 6 seconds.
 DJ1115
 DJ1115.The orthometric height was determined by differential leveling
 DJ1115.and adjusted in June 1991.
 DJ1115
 DJ1115.The geoid height was determined by GEOID03.
 DJ1115
 DJ1115.The dynamic height is computed by dividing the NAVD 88
 DJ1115.geopotential number by the normal gravity value computed on the
 DJ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1115.degrees latitude (g = 980.6199 gals.).
 DJ1115
 DJ1115.The modeled gravity was interpolated from observed gravity values.
 DJ1115
 DJ1115;                    North         East    Units  Estimated Accuracy
 DJ1115;SPC MS E     -   484,950.      321,900.      MT  (+/- 180 meters Scaled)
 DJ1115
 DJ1115                          SUPERSEDED SURVEY CONTROL
 DJ1115
 DJ1115  NGVD 29 (??/??/92)   64.82   (m)          212.7    (f) COMPUTED    2 0
 DJ1115
 DJ1115.Superseded values are not recommended for survey control.
 DJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1115.See file dsdata.txt to determine how the superseded data were derived.
 DJ1115
 DJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC523492(NAD 83)
 DJ1115_MARKER: DD = SURVEY DISK
 DJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1115_STAMPING: 45V-144 1964
 DJ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1115+STABILITY: SURFACE MOTION
 DJ1115
 DJ1115  HISTORY     - Date     Condition        Report By
 DJ1115  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1115
 DJ1115                          STATION DESCRIPTION
 DJ1115
 DJ1115'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1115'5.15 MI NW FROM ABERDEEN.
 DJ1115'TO REACH THE MARK FROM THE U. S. POST OFFICE IN ABERDEEN GO WEST,
 DJ1115'NORTHWEST ON U.S. HIGHWAY 45 FOR 5.15 MILES TO A WHITE FRAME HOUSE ON
 DJ1115'THE LEFT AND THE MARK.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ1115'ROUND, CONCRETE POST.  IT IS LOCATED 99 FEET WEST OF THE CENTERLINE OF
 DJ1115'THE HIGHWAY, 79 FEET NORTHEAST OF A SMALL FRAME HOUSE, 25 FEET NORTH
 DJ1115'OF THE CENTER OF A DRIVEWAY, 10 FEET NORTH OF A CORNER FENCE POST, 1.0
 DJ1115'FOOT EAST OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DJ1115'LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1116 ***********************************************************************
 DJ1116  DESIGNATION -  45 V 145
 DJ1116  PID         -  DJ1116
 DJ1116  STATE/COUNTY-  MS/MONROE
 DJ1116  USGS QUAD   -  WREN (1992)
 DJ1116
 DJ1116                         *CURRENT SURVEY CONTROL
 DJ1116  ___________________________________________________________________
 DJ1116* NAD 83(1986)-  33 52 59.     (N)    088 35 45.     (W)     SCALED    
 DJ1116* NAVD 88     -        70.150  (meters)     230.15   (feet)  ADJUSTED  
 DJ1116  ___________________________________________________________________
 DJ1116  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1116  DYNAMIC HT  -          70.079 (meters)     229.92  (feet)  COMP
 DJ1116  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 DJ1116
 DJ1116  VERT ORDER  -  SECOND    CLASS 0
 DJ1116
 DJ1116.The horizontal coordinates were scaled from a topographic map and have
 DJ1116.an estimated accuracy of +/- 6 seconds.
 DJ1116
 DJ1116.The orthometric height was determined by differential leveling
 DJ1116.and adjusted in June 1991.
 DJ1116
 DJ1116.The geoid height was determined by GEOID03.
 DJ1116
 DJ1116.The dynamic height is computed by dividing the NAVD 88
 DJ1116.geopotential number by the normal gravity value computed on the
 DJ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1116.degrees latitude (g = 980.6199 gals.).
 DJ1116
 DJ1116.The modeled gravity was interpolated from observed gravity values.
 DJ1116
 DJ1116;                    North         East    Units  Estimated Accuracy
 DJ1116;SPC MS E     -   486,000.      321,970.      MT  (+/- 180 meters Scaled)
 DJ1116
 DJ1116                          SUPERSEDED SURVEY CONTROL
 DJ1116
 DJ1116  NGVD 29 (??/??/92)   70.10   (m)          230.0    (f) COMPUTED    2 0
 DJ1116
 DJ1116.Superseded values are not recommended for survey control.
 DJ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1116.See file dsdata.txt to determine how the superseded data were derived.
 DJ1116
 DJ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC524503(NAD 83)
 DJ1116_MARKER: DD = SURVEY DISK
 DJ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1116_STAMPING: 45V-145 1964
 DJ1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1116+STABILITY: SURFACE MOTION
 DJ1116
 DJ1116  HISTORY     - Date     Condition        Report By
 DJ1116  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1116
 DJ1116                          STATION DESCRIPTION
 DJ1116
 DJ1116'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1116'5.85 MI NW FROM ABERDEEN.
 DJ1116'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1116'NORTHWEST ON U. S. HIGHWAY 45 FOR 5.85 MILES TO A SIDE ROAD ON THE
 DJ1116'RIGHT, A WHITE FRAME HOUSE ON THE LEFT AND THE MARK ON THE RIGHT AS
 DJ1116'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ1116'CONCRETE POST.  IT IS 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DJ1116'140 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST, 6 FEET
 DJ1116'NORTH OF A POWER POLE, 6 FEET SOUTHWEST OF A POWERLINE POLE, 142 FEET
 DJ1116'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 18 FEET WEST OF A
 DJ1116'WIRE FENCE AND 53 FEET NORTH OF A T FENCE CORNER POST.  IT IS SET 1.5
 DJ1116'FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 DJ1116'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1117 ***********************************************************************
 DJ1117  DESIGNATION -  45 V 146
 DJ1117  PID         -  DJ1117
 DJ1117  STATE/COUNTY-  MS/MONROE
 DJ1117  USGS QUAD   -  WREN (1992)
 DJ1117
 DJ1117                         *CURRENT SURVEY CONTROL
 DJ1117  ___________________________________________________________________
 DJ1117* NAD 83(1986)-  33 53 54.     (N)    088 35 45.     (W)     SCALED    
 DJ1117* NAVD 88     -        75.083  (meters)     246.33   (feet)  ADJUSTED  
 DJ1117  ___________________________________________________________________
 DJ1117  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1117  DYNAMIC HT  -          75.007 (meters)     246.09  (feet)  COMP
 DJ1117  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 DJ1117
 DJ1117  VERT ORDER  -  SECOND    CLASS 0
 DJ1117
 DJ1117.The horizontal coordinates were scaled from a topographic map and have
 DJ1117.an estimated accuracy of +/- 6 seconds.
 DJ1117
 DJ1117.The orthometric height was determined by differential leveling
 DJ1117.and adjusted in June 1991.
 DJ1117
 DJ1117.The geoid height was determined by GEOID03.
 DJ1117
 DJ1117.The dynamic height is computed by dividing the NAVD 88
 DJ1117.geopotential number by the normal gravity value computed on the
 DJ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1117.degrees latitude (g = 980.6199 gals.).
 DJ1117
 DJ1117.The modeled gravity was interpolated from observed gravity values.
 DJ1117
 DJ1117;                    North         East    Units  Estimated Accuracy
 DJ1117;SPC MS E     -   487,700.      321,970.      MT  (+/- 180 meters Scaled)
 DJ1117
 DJ1117                          SUPERSEDED SURVEY CONTROL
 DJ1117
 DJ1117  NGVD 29 (??/??/92)   75.03   (m)          246.2    (f) COMPUTED    2 0
 DJ1117
 DJ1117.Superseded values are not recommended for survey control.
 DJ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1117.See file dsdata.txt to determine how the superseded data were derived.
 DJ1117
 DJ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC524520(NAD 83)
 DJ1117_MARKER: DD = SURVEY DISK
 DJ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1117_STAMPING: 45V-146 1964
 DJ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1117+STABILITY: SURFACE MOTION
 DJ1117
 DJ1117  HISTORY     - Date     Condition        Report By
 DJ1117  HISTORY     - 1964     MONUMENTED       AMS
 DJ1117
 DJ1117                          STATION DESCRIPTION
 DJ1117
 DJ1117'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1964
 DJ1117'6.90 MI NW FROM ABERDEEN.
 DJ1117'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1117'NORTHWEST ON U. S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD AND THE
 DJ1117'MARK IN THE NORTHEAST ANGLE.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1117'12 INCH ROUND, CONCRETE POST.  IT IS LOCATED 83 FEET EAST OF THE
 DJ1117'CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER OF A GRAVEL
 DJ1117'ROAD, 85 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 DJ1117'HIGHWAY AND CROSSROAD, 36 FEET NORTHEAST OF THE NORTH END OF A 18 INCH
 DJ1117'CONCRETE PIPE UNDER THE SIDE ROAD AND 18 FEET NORTHWEST OF A CORNER
 DJ1117'FENCE POST, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DJ1117'HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1118 ***********************************************************************
 DJ1118  DESIGNATION -  45 V 147
 DJ1118  PID         -  DJ1118
 DJ1118  STATE/COUNTY-  MS/MONROE
 DJ1118  USGS QUAD   -  WREN (1992)
 DJ1118
 DJ1118                         *CURRENT SURVEY CONTROL
 DJ1118  ___________________________________________________________________
 DJ1118* NAD 83(1986)-  33 54 35.     (N)    088 35 46.     (W)     SCALED    
 DJ1118* NAVD 88     -        80.119  (meters)     262.86   (feet)  ADJUSTED  
 DJ1118  ___________________________________________________________________
 DJ1118  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1118  DYNAMIC HT  -          80.038 (meters)     262.59  (feet)  COMP
 DJ1118  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 DJ1118
 DJ1118  VERT ORDER  -  SECOND    CLASS 0
 DJ1118
 DJ1118.The horizontal coordinates were scaled from a topographic map and have
 DJ1118.an estimated accuracy of +/- 6 seconds.
 DJ1118
 DJ1118.The orthometric height was determined by differential leveling
 DJ1118.and adjusted in June 1991.
 DJ1118
 DJ1118.The geoid height was determined by GEOID03.
 DJ1118
 DJ1118.The dynamic height is computed by dividing the NAVD 88
 DJ1118.geopotential number by the normal gravity value computed on the
 DJ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1118.degrees latitude (g = 980.6199 gals.).
 DJ1118
 DJ1118.The modeled gravity was interpolated from observed gravity values.
 DJ1118
 DJ1118;                    North         East    Units  Estimated Accuracy
 DJ1118;SPC MS E     -   488,960.      321,940.      MT  (+/- 180 meters Scaled)
 DJ1118
 DJ1118                          SUPERSEDED SURVEY CONTROL
 DJ1118
 DJ1118  NGVD 29 (??/??/92)   80.06   (m)          262.7    (f) COMPUTED    2 0
 DJ1118
 DJ1118.Superseded values are not recommended for survey control.
 DJ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1118.See file dsdata.txt to determine how the superseded data were derived.
 DJ1118
 DJ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC524532(NAD 83)
 DJ1118_MARKER: DD = SURVEY DISK
 DJ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1118_STAMPING: 45V-147 1964
 DJ1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1118+STABILITY: SURFACE MOTION
 DJ1118
 DJ1118  HISTORY     - Date     Condition        Report By
 DJ1118  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1118
 DJ1118                          STATION DESCRIPTION
 DJ1118
 DJ1118'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1118'7.70 MI NW FROM ABERDEEN.
 DJ1118'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1118'NORTHWEST ON U. S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE
 DJ1118'NORTH FOR 0.8 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 DJ1118'THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS LOCATED 41 FEET WEST
 DJ1118'OF THE CENTERLINE OF THE HIGHWAY, 96 FEET SOUTHWEST AND ACROSS THE
 DJ1118'HIGHWAY FROM TELEPHONE LINE POLE NO. 46, 59 FEET NORTH OF A T FENCE
 DJ1118'CORNER POST, 9 FEET EAST OF A NET WIRE FENCE AND 2 FEET NORTH OF A
 DJ1118'POWERLINE POLE WITH A TRANSFORMER.  THE MARK IS SET 2 FEET SOUTH OF A
 DJ1118'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND FLUSH
 DJ1118'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1123 ***********************************************************************
 DJ1123  DESIGNATION -  45 V 148
 DJ1123  PID         -  DJ1123
 DJ1123  STATE/COUNTY-  MS/MONROE
 DJ1123  USGS QUAD   -  WREN (1992)
 DJ1123
 DJ1123                         *CURRENT SURVEY CONTROL
 DJ1123  ___________________________________________________________________
 DJ1123* NAD 83(1986)-  33 55 44.     (N)    088 35 46.     (W)     SCALED    
 DJ1123* NAVD 88     -        83.217  (meters)     273.02   (feet)  ADJUSTED  
 DJ1123  ___________________________________________________________________
 DJ1123  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1123  DYNAMIC HT  -          83.133 (meters)     272.75  (feet)  COMP
 DJ1123  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 DJ1123
 DJ1123  VERT ORDER  -  SECOND    CLASS 0
 DJ1123
 DJ1123.The horizontal coordinates were scaled from a topographic map and have
 DJ1123.an estimated accuracy of +/- 6 seconds.
 DJ1123
 DJ1123.The orthometric height was determined by differential leveling
 DJ1123.and adjusted in June 1991.
 DJ1123
 DJ1123.The geoid height was determined by GEOID03.
 DJ1123
 DJ1123.The dynamic height is computed by dividing the NAVD 88
 DJ1123.geopotential number by the normal gravity value computed on the
 DJ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1123.degrees latitude (g = 980.6199 gals.).
 DJ1123
 DJ1123.The modeled gravity was interpolated from observed gravity values.
 DJ1123
 DJ1123;                    North         East    Units  Estimated Accuracy
 DJ1123;SPC MS E     -   491,090.      321,930.      MT  (+/- 180 meters Scaled)
 DJ1123
 DJ1123                          SUPERSEDED SURVEY CONTROL
 DJ1123
 DJ1123  NGVD 29 (??/??/92)   83.16   (m)          272.8    (f) COMPUTED    2 0
 DJ1123
 DJ1123.Superseded values are not recommended for survey control.
 DJ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1123.See file dsdata.txt to determine how the superseded data were derived.
 DJ1123
 DJ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC524554(NAD 83)
 DJ1123_MARKER: DD = SURVEY DISK
 DJ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1123_STAMPING: 45V-148 1964
 DJ1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1123+STABILITY: SURFACE MOTION
 DJ1123
 DJ1123  HISTORY     - Date     Condition        Report By
 DJ1123  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1123
 DJ1123                          STATION DESCRIPTION
 DJ1123
 DJ1123'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1123'8.15 MI NW FROM ABERDEEN.
 DJ1123'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST AND
 DJ1123'NORTHWEST ON U.S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE
 DJ1123'NORTH FOR 1.25 MILES TO A DRIVEWAY ON THE LEFT AND THE MARK.  THE MARK
 DJ1123'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 39
 DJ1123'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET NORTHWEST OF THE
 DJ1123'CENTER OF A DRIVEWAY LEADING INTO AN OPEN FIELD, 20.5 FEET NORTH OF A
 DJ1123'36 INCH OAK TREE, 6 FEET NORTHWEST OF A POWERLINE POLE, 12.5 FEET EAST
 DJ1123'OF A WIRE FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 DJ1123'WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1124 ***********************************************************************
 DJ1124  DESIGNATION -  45 V 149
 DJ1124  PID         -  DJ1124
 DJ1124  STATE/COUNTY-  MS/MONROE
 DJ1124  USGS QUAD   -  WREN (1992)
 DJ1124
 DJ1124                         *CURRENT SURVEY CONTROL
 DJ1124  ___________________________________________________________________
 DJ1124* NAD 83(1986)-  33 56 20.     (N)    088 35 51.     (W)     SCALED    
 DJ1124* NAVD 88     -        86.129  (meters)     282.57   (feet)  ADJUSTED  
 DJ1124  ___________________________________________________________________
 DJ1124  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1124  DYNAMIC HT  -          86.042 (meters)     282.29  (feet)  COMP
 DJ1124  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 DJ1124
 DJ1124  VERT ORDER  -  SECOND    CLASS 0
 DJ1124
 DJ1124.The horizontal coordinates were scaled from a topographic map and have
 DJ1124.an estimated accuracy of +/- 6 seconds.
 DJ1124
 DJ1124.The orthometric height was determined by differential leveling
 DJ1124.and adjusted in June 1991.
 DJ1124
 DJ1124.The geoid height was determined by GEOID03.
 DJ1124
 DJ1124.The dynamic height is computed by dividing the NAVD 88
 DJ1124.geopotential number by the normal gravity value computed on the
 DJ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1124.degrees latitude (g = 980.6199 gals.).
 DJ1124
 DJ1124.The modeled gravity was interpolated from observed gravity values.
 DJ1124
 DJ1124;                    North         East    Units  Estimated Accuracy
 DJ1124;SPC MS E     -   492,190.      321,800.      MT  (+/- 180 meters Scaled)
 DJ1124
 DJ1124                          SUPERSEDED SURVEY CONTROL
 DJ1124
 DJ1124  NGVD 29 (??/??/92)   86.06   (m)          282.3    (f) COMPUTED    2 0
 DJ1124
 DJ1124.Superseded values are not recommended for survey control.
 DJ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1124.See file dsdata.txt to determine how the superseded data were derived.
 DJ1124
 DJ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC523565(NAD 83)
 DJ1124_MARKER: DD = SURVEY DISK
 DJ1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1124_STAMPING: 45V-149 1964
 DJ1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1124+STABILITY: SURFACE MOTION
 DJ1124
 DJ1124  HISTORY     - Date     Condition        Report By
 DJ1124  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1124
 DJ1124                          STATION DESCRIPTION
 DJ1124
 DJ1124'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1124'8.80 MI N FROM ABERDEEN.
 DJ1124'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST-NORTHWEST
 DJ1124'ON U.S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE NORTH FOR
 DJ1124'1.9 MILES TO A DRIVEWAY ON THE LEFT AND THE MARK.  THE MARK IS A DISK
 DJ1124'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS LOCATED 56
 DJ1124'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET SOUTHWEST OF
 DJ1124'THE SOUTHWEST CORNER OF A DWELLING HOUSE, AND IN LINE WITH THE CENTER
 DJ1124'OF A DRIVEWAY LEADING WEST, 6 FEET NORTH OF A BRACED TELEPHONE LINE
 DJ1124'POLE WITH WIRES RUNNING IN FOUR DIRECTIONS, 2 FEET SOUTH OF A METAL
 DJ1124'WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE
 DJ1124'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0413 ***********************************************************************
 BV0413  DESIGNATION -  45 V 15
 BV0413  PID         -  BV0413
 BV0413  STATE/COUNTY-  MS/WAYNE
 BV0413  USGS QUAD   -  WAYNESBORO (1982)
 BV0413
 BV0413                         *CURRENT SURVEY CONTROL
 BV0413  ___________________________________________________________________
 BV0413* NAD 83(1986)-  31 44 52.     (N)    088 39 21.     (W)     SCALED    
 BV0413* NAVD 88     -        60.866  (meters)     199.69   (feet)  ADJUSTED  
 BV0413  ___________________________________________________________________
 BV0413  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0413  DYNAMIC HT  -          60.794 (meters)     199.46  (feet)  COMP
 BV0413  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 BV0413
 BV0413  VERT ORDER  -  FIRST     CLASS II
 BV0413
 BV0413.The horizontal coordinates were scaled from a topographic map and have
 BV0413.an estimated accuracy of +/- 6 seconds.
 BV0413
 BV0413.The orthometric height was determined by differential leveling
 BV0413.and adjusted in June 1991.
 BV0413
 BV0413.The geoid height was determined by GEOID03.
 BV0413
 BV0413.The dynamic height is computed by dividing the NAVD 88
 BV0413.geopotential number by the normal gravity value computed on the
 BV0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0413.degrees latitude (g = 980.6199 gals.).
 BV0413
 BV0413.The modeled gravity was interpolated from observed gravity values.
 BV0413
 BV0413;                    North         East    Units  Estimated Accuracy
 BV0413;SPC MS E     -   249,200.      316,820.      MT  (+/- 180 meters Scaled)
 BV0413
 BV0413                          SUPERSEDED SURVEY CONTROL
 BV0413
 BV0413  NGVD 29 (??/??/??)   60.842  (m)          199.61   (f) ADJUSTED    1 2
 BV0413
 BV0413.Superseded values are not recommended for survey control.
 BV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0413.See file dsdata.txt to determine how the superseded data were derived.
 BV0413
 BV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA431136(NAD 83)
 BV0413_MARKER: DD = SURVEY DISK
 BV0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0413_SP_SET: CONCRETE POST
 BV0413_STAMPING: BM 45V-15 1961
 BV0413_MARK LOGO: MSHD  
 BV0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0413+STABILITY: SURFACE MOTION
 BV0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0413+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0413
 BV0413  HISTORY     - Date     Condition        Report By
 BV0413  HISTORY     - 1961     MONUMENTED       MSHD
 BV0413  HISTORY     - 1964     GOOD             NGS
 BV0413  HISTORY     - 1980     GOOD             NGS
 BV0413  HISTORY     - 1987     GOOD             MSHD
 BV0413  HISTORY     - 19910828 GOOD             MSHD
 BV0413
 BV0413                          STATION DESCRIPTION
 BV0413
 BV0413'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0413'5 MI N FROM WAYNESBORO.
 BV0413'THE MARK IS LOCATED ABOUT 5 MILES NORTH OF WAYNESBORO, 0.5 MILE EAST
 BV0413'OF THE BOICE RAILROAD CROSSING, ALONG AND ON THE WEST SIDE OF U.S.
 BV0413'HIGHWAY 45 AND ON PROPERTY OWNED BY THE HI-WAY METHODIST CHURCH.  TO
 BV0413'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84 AND STATE HIGHWAY
 BV0413'63 ON THE EAST SIDE OF WAYNESBORO GO NORTH ON U.S. 45 5.0 MILES TO A
 BV0413'GRAVEL CROSSROAD AND THE HI-WAY METHODIST CHURCH IN THE NORTHWEST
 BV0413'ANGLE, TURN LEFT, WEST ON THE GRAVEL ROAD 0.05 MILE TO THE MARK
 BV0413'LOCATED AT THE SOUTHWEST CORNER OF THE CHURCH.  THE MARK IS A STANDARD
 BV0413'MSHD-USC AND GS BRONZE DISK STAMPED B. M. 45-15 1961 AND IS SET IN THE
 BV0413'TOP OF A 12-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 BV0413'IT IS 40 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 32.5 FEET EAST
 BV0413'OF A NORTH GATE POST AT THE ENTRANCE OF CULTIVATED FIELD AND 1 FOOT
 BV0413'SOUTHWEST OF THE SOUTH WEST CORNER OF THE CHURCH.
 BV0413
 BV0413                          STATION RECOVERY (1964)
 BV0413
 BV0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0413'RECOVERED IN GOOD CONDITION.
 BV0413
 BV0413                          STATION RECOVERY (1980)
 BV0413
 BV0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0413'NOTE-CHURCH IS NOW USED AS A GARAGE.
 BV0413
 BV0413                          STATION RECOVERY (1987)
 BV0413
 BV0413'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987 (JMS)
 BV0413'RECOVERED IN GOOD CONDITION.
 BV0413
 BV0413                          STATION RECOVERY (1991)
 BV0413
 BV0413'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0413'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF WAYNESBORO, NEAR
 BV0413'THE SOUTHWEST CORNER OF THE CHARITY BAPTIST CHURCH, 8.0 MI (12.9 KM)
 BV0413'SOUTH OF SHUBUTA, IN THE NORTHWEST ANGLE OF THE JUNCTION OF U.S.
 BV0413'HIGHWAY 45 AND A GRAVEL ROAD AND IS IN SECTION 4, T 9N, R 7W.
 BV0413'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0413'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0413'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 5.2 MI
 BV0413'(8.4 KM) TO THE CHURCH AND THE MARK ON THE LEFT.
 BV0413'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0413'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0413'152.0 FT (46.3 M) SOUTHWEST OF THE CENTER OF HIGHWAY 45, 40.5 FT
 BV0413'(12.3 M) NORTHEAST OF A FENCE CORNER ACTING AS A GATE POST, 38.0 FT
 BV0413'(11.6 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 1.5 FT (0.5 M)
 BV0413'SOUTHWEST OF THE SOUTHWEST CORNER OF OF A CONCRETE BLOCK CHURCH AND
 BV0413'1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1125 ***********************************************************************
 DJ1125  DESIGNATION -  45 V 150
 DJ1125  PID         -  DJ1125
 DJ1125  STATE/COUNTY-  MS/MONROE
 DJ1125  USGS QUAD   -  WREN (1992)
 DJ1125
 DJ1125                         *CURRENT SURVEY CONTROL
 DJ1125  ___________________________________________________________________
 DJ1125* NAD 83(1986)-  33 57 12.     (N)    088 36 17.     (W)     SCALED    
 DJ1125* NAVD 88     -        90.989  (meters)     298.52   (feet)  ADJUSTED  
 DJ1125  ___________________________________________________________________
 DJ1125  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1125  DYNAMIC HT  -          90.897 (meters)     298.22  (feet)  COMP
 DJ1125  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 DJ1125
 DJ1125  VERT ORDER  -  SECOND    CLASS 0
 DJ1125
 DJ1125.The horizontal coordinates were scaled from a topographic map and have
 DJ1125.an estimated accuracy of +/- 6 seconds.
 DJ1125
 DJ1125.The orthometric height was determined by differential leveling
 DJ1125.and adjusted in June 1991.
 DJ1125
 DJ1125.The geoid height was determined by GEOID03.
 DJ1125
 DJ1125.The dynamic height is computed by dividing the NAVD 88
 DJ1125.geopotential number by the normal gravity value computed on the
 DJ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1125.degrees latitude (g = 980.6199 gals.).
 DJ1125
 DJ1125.The modeled gravity was interpolated from observed gravity values.
 DJ1125
 DJ1125;                    North         East    Units  Estimated Accuracy
 DJ1125;SPC MS E     -   493,800.      321,130.      MT  (+/- 180 meters Scaled)
 DJ1125
 DJ1125                          SUPERSEDED SURVEY CONTROL
 DJ1125
 DJ1125  NGVD 29 (??/??/92)   90.92   (m)          298.3    (f) COMPUTED    2 0
 DJ1125
 DJ1125.Superseded values are not recommended for survey control.
 DJ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1125.See file dsdata.txt to determine how the superseded data were derived.
 DJ1125
 DJ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC517581(NAD 83)
 DJ1125_MARKER: DD = SURVEY DISK
 DJ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1125_STAMPING: 45V-150 1964
 DJ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1125+STABILITY: SURFACE MOTION
 DJ1125
 DJ1125  HISTORY     - Date     Condition        Report By
 DJ1125  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1125
 DJ1125                          STATION DESCRIPTION
 DJ1125
 DJ1125'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1125'10.90 MI NW FROM ABERDEEN.
 DJ1125'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST-NORTHWEST
 DJ1125'ON U.S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE NORTH FOR
 DJ1125'4.0 MILES TO A WHITE HOUSE ON THE RIGHT AND THE MARK ON THE RIGHT. THE
 DJ1125'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS
 DJ1125'48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST
 DJ1125'OF THE CENTER OF A DRIVE TO THE FELIX J. SMITH HOME, 2 FEET WEST OF A
 DJ1125'TELEPHONE LINE POLE WITH WIRES RUNNING IN FOUR DIRECTIONS, 4 FEET
 DJ1125'NORTHWEST OF A CORNER FENCE POST, 0.15 MILE SOUTHEAST OF A HIGH
 DJ1125'PRESSURE GAS LINE CROSSING THE HIGHWAY, 1.5 FEET SOUTHEAST OF A METAL
 DJ1125'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1126 ***********************************************************************
 DJ1126  DESIGNATION -  45 V 151
 DJ1126  PID         -  DJ1126
 DJ1126  STATE/COUNTY-  MS/MONROE
 DJ1126  USGS QUAD   -  WREN (1992)
 DJ1126
 DJ1126                         *CURRENT SURVEY CONTROL
 DJ1126  ___________________________________________________________________
 DJ1126* NAD 83(1986)-  33 57 52.     (N)    088 36 48.     (W)     SCALED    
 DJ1126* NAVD 88     -        90.948  (meters)     298.39   (feet)  ADJUSTED  
 DJ1126  ___________________________________________________________________
 DJ1126  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1126  DYNAMIC HT  -          90.856 (meters)     298.08  (feet)  COMP
 DJ1126  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 DJ1126
 DJ1126  VERT ORDER  -  SECOND    CLASS 0
 DJ1126
 DJ1126.The horizontal coordinates were scaled from a topographic map and have
 DJ1126.an estimated accuracy of +/- 6 seconds.
 DJ1126
 DJ1126.The orthometric height was determined by differential leveling
 DJ1126.and adjusted in June 1991.
 DJ1126
 DJ1126.The geoid height was determined by GEOID03.
 DJ1126
 DJ1126.The dynamic height is computed by dividing the NAVD 88
 DJ1126.geopotential number by the normal gravity value computed on the
 DJ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1126.degrees latitude (g = 980.6199 gals.).
 DJ1126
 DJ1126.The modeled gravity was interpolated from observed gravity values.
 DJ1126
 DJ1126;                    North         East    Units  Estimated Accuracy
 DJ1126;SPC MS E     -   495,030.      320,330.      MT  (+/- 180 meters Scaled)
 DJ1126
 DJ1126                          SUPERSEDED SURVEY CONTROL
 DJ1126
 DJ1126  NGVD 29 (??/??/92)   90.89   (m)          298.2    (f) COMPUTED    2 0
 DJ1126
 DJ1126.Superseded values are not recommended for survey control.
 DJ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1126.See file dsdata.txt to determine how the superseded data were derived.
 DJ1126
 DJ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC509593(NAD 83)
 DJ1126_MARKER: DD = SURVEY DISK
 DJ1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1126_STAMPING: 45V-151 1964
 DJ1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1126+STABILITY: SURFACE MOTION
 DJ1126
 DJ1126  HISTORY     - Date     Condition        Report By
 DJ1126  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1126
 DJ1126                          STATION DESCRIPTION
 DJ1126
 DJ1126'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1126'11.90 MI NW FROM ABERDEEN.
 DJ1126'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST, NORTHWEST
 DJ1126'ON U. S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE NORTH FOR
 DJ1126'5.0 MILES TO A GRAVEL ROAD ON THE LEFT AND THE MARK ON THE RIGHT. THE
 DJ1126'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS
 DJ1126'LOCATED 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 61 FEET
 DJ1126'NORTHEAST OF THE HIGHWAY AND A GRAVEL ROAD LEADING WEST, 90 FEET NORTH
 DJ1126'OF THE CENTER OF A DRIVEWAY, 28 FEET NORTH OF A CORNER FENCE POST, 3
 DJ1126'FEET NORTHEAST OF A TELEPHONE LINE POLE, 3 FEET WEST OF A WIRE FENCE,
 DJ1126'2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 DJ1126'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1127 ***********************************************************************
 DJ1127  DESIGNATION -  45 V 152
 DJ1127  PID         -  DJ1127
 DJ1127  STATE/COUNTY-  MS/MONROE
 DJ1127  USGS QUAD   -  WREN (1992)
 DJ1127
 DJ1127                         *CURRENT SURVEY CONTROL
 DJ1127  ___________________________________________________________________
 DJ1127* NAD 83(1986)-  33 58 15.     (N)    088 36 48.     (W)     SCALED    
 DJ1127* NAVD 88     -        93.151  (meters)     305.61   (feet)  ADJUSTED  
 DJ1127  ___________________________________________________________________
 DJ1127  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1127  DYNAMIC HT  -          93.057 (meters)     305.30  (feet)  COMP
 DJ1127  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 DJ1127
 DJ1127  VERT ORDER  -  SECOND    CLASS 0
 DJ1127
 DJ1127.The horizontal coordinates were scaled from a topographic map and have
 DJ1127.an estimated accuracy of +/- 6 seconds.
 DJ1127
 DJ1127.The orthometric height was determined by differential leveling
 DJ1127.and adjusted in June 1991.
 DJ1127
 DJ1127.The geoid height was determined by GEOID03.
 DJ1127
 DJ1127.The dynamic height is computed by dividing the NAVD 88
 DJ1127.geopotential number by the normal gravity value computed on the
 DJ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1127.degrees latitude (g = 980.6199 gals.).
 DJ1127
 DJ1127.The modeled gravity was interpolated from observed gravity values.
 DJ1127
 DJ1127;                    North         East    Units  Estimated Accuracy
 DJ1127;SPC MS E     -   495,730.      320,330.      MT  (+/- 180 meters Scaled)
 DJ1127
 DJ1127                          SUPERSEDED SURVEY CONTROL
 DJ1127
 DJ1127  NGVD 29 (??/??/92)   93.09   (m)          305.4    (f) COMPUTED    2 0
 DJ1127
 DJ1127.Superseded values are not recommended for survey control.
 DJ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1127.See file dsdata.txt to determine how the superseded data were derived.
 DJ1127
 DJ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC509600(NAD 83)
 DJ1127_MARKER: DD = SURVEY DISK
 DJ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1127_STAMPING: 45V-152 1964
 DJ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1127+STABILITY: SURFACE MOTION
 DJ1127
 DJ1127  HISTORY     - Date     Condition        Report By
 DJ1127  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1127
 DJ1127                          STATION DESCRIPTION
 DJ1127
 DJ1127'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1127'12.25 MI NW FROM ABERDEEN.
 DJ1127'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST, NORTHWEST
 DJ1127'ON U. S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE NORTH FOR
 DJ1127'5.35 MILES TO THE WREN SCHOOL ON THE LEFT AND THE MARK.  THE MARK IS A
 DJ1127'DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 49 FEET
 DJ1127'WEST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET SOUTH OF THE CENTER OF
 DJ1127'A DRIVEWAY TO THE SCHOOL, 8 FEET EAST OF A 24 INCH OAK TREE, 4 FEET
 DJ1127'SOUTH OF A POWERLINE POLE, 84 FEET NORTH OF THE WREN COMMUNITY LIBRARY
 DJ1127'SIGN, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DJ1127'HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1128 ***********************************************************************
 DJ1128  DESIGNATION -  45 V 153
 DJ1128  PID         -  DJ1128
 DJ1128  STATE/COUNTY-  MS/MONROE
 DJ1128  USGS QUAD   -  WREN (1992)
 DJ1128
 DJ1128                         *CURRENT SURVEY CONTROL
 DJ1128  ___________________________________________________________________
 DJ1128* NAD 83(1986)-  33 58 48.     (N)    088 36 57.     (W)     SCALED    
 DJ1128* NAVD 88     -        94.230  (meters)     309.15   (feet)  ADJUSTED  
 DJ1128  ___________________________________________________________________
 DJ1128  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1128  DYNAMIC HT  -          94.135 (meters)     308.84  (feet)  COMP
 DJ1128  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 DJ1128
 DJ1128  VERT ORDER  -  SECOND    CLASS 0
 DJ1128
 DJ1128.The horizontal coordinates were scaled from a topographic map and have
 DJ1128.an estimated accuracy of +/- 6 seconds.
 DJ1128
 DJ1128.The orthometric height was determined by differential leveling
 DJ1128.and adjusted in June 1991.
 DJ1128
 DJ1128.The geoid height was determined by GEOID03.
 DJ1128
 DJ1128.The dynamic height is computed by dividing the NAVD 88
 DJ1128.geopotential number by the normal gravity value computed on the
 DJ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1128.degrees latitude (g = 980.6199 gals.).
 DJ1128
 DJ1128.The modeled gravity was interpolated from observed gravity values.
 DJ1128
 DJ1128;                    North         East    Units  Estimated Accuracy
 DJ1128;SPC MS E     -   496,750.      320,100.      MT  (+/- 180 meters Scaled)
 DJ1128
 DJ1128                          SUPERSEDED SURVEY CONTROL
 DJ1128
 DJ1128  NGVD 29 (??/??/92)   94.17   (m)          309.0    (f) COMPUTED    2 0
 DJ1128
 DJ1128.Superseded values are not recommended for survey control.
 DJ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1128.See file dsdata.txt to determine how the superseded data were derived.
 DJ1128
 DJ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC507611(NAD 83)
 DJ1128_MARKER: DD = SURVEY DISK
 DJ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1128_STAMPING: 45V-153 1964
 DJ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1128+STABILITY: SURFACE MOTION
 DJ1128
 DJ1128  HISTORY     - Date     Condition        Report By
 DJ1128  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1128
 DJ1128                          STATION DESCRIPTION
 DJ1128
 DJ1128'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1128'13.05 MI NW FROM ABERDEEN.
 DJ1128'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST, NORTHWEST
 DJ1128'ON U. S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE NORTH FOR
 DJ1128'5.35 MILES TO THE WREN SCHOOL ON THE LEFT, CONTINUE NORTH FOR 0.8
 DJ1128'MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1128'12 INCH ROUND, CONCRETE POST.  IT IS 47 FEET WEST OF THE CENTERLINE OF
 DJ1128'THE HIGHWAY, 4 FEET SOUTHWEST OF A POWERLINE POLE, 4 FEET EAST OF A
 DJ1128'WIRE FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DJ1128'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1129 ***********************************************************************
 DJ1129  DESIGNATION -  45 V 154
 DJ1129  PID         -  DJ1129
 DJ1129  STATE/COUNTY-  MS/MONROE
 DJ1129  USGS QUAD   -  WREN (1992)
 DJ1129
 DJ1129                         *CURRENT SURVEY CONTROL
 DJ1129  ___________________________________________________________________
 DJ1129* NAD 83(1986)-  33 59 25.     (N)    088 37 20.     (W)     SCALED    
 DJ1129* NAVD 88     -        94.665  (meters)     310.58   (feet)  ADJUSTED  
 DJ1129  ___________________________________________________________________
 DJ1129  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DJ1129  DYNAMIC HT  -          94.569 (meters)     310.27  (feet)  COMP
 DJ1129  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DJ1129
 DJ1129  VERT ORDER  -  SECOND    CLASS 0
 DJ1129
 DJ1129.The horizontal coordinates were scaled from a topographic map and have
 DJ1129.an estimated accuracy of +/- 6 seconds.
 DJ1129
 DJ1129.The orthometric height was determined by differential leveling
 DJ1129.and adjusted in June 1991.
 DJ1129
 DJ1129.The geoid height was determined by GEOID03.
 DJ1129
 DJ1129.The dynamic height is computed by dividing the NAVD 88
 DJ1129.geopotential number by the normal gravity value computed on the
 DJ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1129.degrees latitude (g = 980.6199 gals.).
 DJ1129
 DJ1129.The modeled gravity was interpolated from observed gravity values.
 DJ1129
 DJ1129;                    North         East    Units  Estimated Accuracy
 DJ1129;SPC MS E     -   497,890.      319,510.      MT  (+/- 180 meters Scaled)
 DJ1129
 DJ1129                          SUPERSEDED SURVEY CONTROL
 DJ1129
 DJ1129  NGVD 29 (??/??/92)   94.60   (m)          310.4    (f) COMPUTED    2 0
 DJ1129
 DJ1129.Superseded values are not recommended for survey control.
 DJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1129.See file dsdata.txt to determine how the superseded data were derived.
 DJ1129
 DJ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC501622(NAD 83)
 DJ1129_MARKER: DD = SURVEY DISK
 DJ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1129_STAMPING: 45V-154 1964
 DJ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1129+STABILITY: SURFACE MOTION
 DJ1129
 DJ1129  HISTORY     - Date     Condition        Report By
 DJ1129  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1129
 DJ1129                          STATION DESCRIPTION
 DJ1129
 DJ1129'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1129'13.85 MI NW FROM ABERDEEN.
 DJ1129'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO WEST NORTHWEST
 DJ1129'ON U. S. HIGHWAY 45 FOR 6.9 MILES TO A CROSSROAD, CONTINUE NORTH FOR
 DJ1129'5.35 MILES TO THE WREN SCHOOL ON THE LEFT, CONTINUE NORTH FOR 1.6
 DJ1129'MILES TO A GRAVEL ROAD ON THE RIGHT AND THE MARK.  THE MARK IS A DISK
 DJ1129'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 70 FEET EAST
 DJ1129'OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER OF A
 DJ1129'GRAVEL ROAD, 48 FEET SOUTHEAST OF TELEPHONE LINE POLE NO. 142, 6 FEET
 DJ1129'NORTHWEST OF A CORNER FENCE POST, 6 FEET WEST OF A FENCE,
 DJ1129'APPROXIMATELY 200 FEET NORTHEAST OF A WHITE FRAME HOUSE, 2 FEET SOUTH
 DJ1129'OF A METAL WITNESS POST, 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0677 ***********************************************************************
 EG0677  DESIGNATION -  45 V 155 MSHD
 EG0677  PID         -  EG0677
 EG0677  STATE/COUNTY-  MS/MONROE
 EG0677  USGS QUAD   -  SHANNON (1979)
 EG0677
 EG0677                         *CURRENT SURVEY CONTROL
 EG0677  ___________________________________________________________________
 EG0677* NAD 83(1986)-  34 00 33.     (N)    088 37 54.     (W)     SCALED    
 EG0677* NAVD 88     -        96.932  (meters)     318.02   (feet)  ADJUSTED  
 EG0677  ___________________________________________________________________
 EG0677  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0677  DYNAMIC HT  -          96.834 (meters)     317.70  (feet)  COMP
 EG0677  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 EG0677
 EG0677  VERT ORDER  -  SECOND    CLASS 0
 EG0677
 EG0677.The horizontal coordinates were scaled from a topographic map and have
 EG0677.an estimated accuracy of +/- 6 seconds.
 EG0677
 EG0677.The orthometric height was determined by differential leveling
 EG0677.and adjusted in June 1991.
 EG0677
 EG0677.The geoid height was determined by GEOID03.
 EG0677
 EG0677.The dynamic height is computed by dividing the NAVD 88
 EG0677.geopotential number by the normal gravity value computed on the
 EG0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0677.degrees latitude (g = 980.6199 gals.).
 EG0677
 EG0677.The modeled gravity was interpolated from observed gravity values.
 EG0677
 EG0677;                    North         East    Units  Estimated Accuracy
 EG0677;SPC MS E     -   499,980.      318,630.      MT  (+/- 180 meters Scaled)
 EG0677
 EG0677                          SUPERSEDED SURVEY CONTROL
 EG0677
 EG0677  NGVD 29 (??/??/92)   96.87   (m)          317.8    (f) COMPUTED    2 0
 EG0677
 EG0677.Superseded values are not recommended for survey control.
 EG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0677.See file dsdata.txt to determine how the superseded data were derived.
 EG0677
 EG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC493643(NAD 83)
 EG0677_MARKER: DD = SURVEY DISK
 EG0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0677_STAMPING: 45V-155 1964
 EG0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0677+STABILITY: SURFACE MOTION
 EG0677
 EG0677  HISTORY     - Date     Condition        Report By
 EG0677  HISTORY     - 1964     MONUMENTED       MSHD
 EG0677  HISTORY     - 1985     MARK NOT FOUND   NGS
 EG0677
 EG0677                          STATION DESCRIPTION
 EG0677
 EG0677'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0677'5.85 MI S FROM NETTLETON.
 EG0677'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0677'HIGHWAY 45 IN NETTLETON GO SOUTH ON U. S. HIGHWAY 45 FOR 4.7 MILES TO
 EG0677'A GRAVEL CROSSROAD, CONTINUE SOUTH FOR 1.15 MILES TO A SIDE ROAD OR
 EG0677'FIELD ROAD ON THE LEFT AND THE MARK.  THE MARK IS A DISK SET IN THE
 EG0677'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 43 FEET EAST OF THE
 EG0677'CENTERLINE OF THE HIGHWAY, 83 FEET NORTHWEST OF A DRIVEWAY TO OPEN
 EG0677'FIELD ON EAST SIDE OF HIGHWAY, 4 FEET NORTHWEST OF A POWERLINE, 3 FEET
 EG0677'WEST OF A FENCE AND ABOUT 300 FEET NORTHEAST OF TWO TENANT HOUSES
 EG0677'PAINTED GREEN.  THE MARK IS SET 2 FEET NORTH OF A METAL WITNESS POST,
 EG0677'3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0677
 EG0677                          STATION RECOVERY (1985)
 EG0677
 EG0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0677'NOT RECOVERED, THE DISK HAS BEEN KNOCKED OFF AND THE MARK SHOULD BE
 EG0677'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0678 ***********************************************************************
 EG0678  DESIGNATION -  45 V 156
 EG0678  PID         -  EG0678
 EG0678  STATE/COUNTY-  MS/MONROE
 EG0678  USGS QUAD   -  SHANNON (1979)
 EG0678
 EG0678                         *CURRENT SURVEY CONTROL
 EG0678  ___________________________________________________________________
 EG0678* NAD 83(1986)-  34 01 21.     (N)    088 37 55.     (W)     SCALED    
 EG0678* NAVD 88     -       101.024  (meters)     331.44   (feet)  ADJUSTED  
 EG0678  ___________________________________________________________________
 EG0678  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0678  DYNAMIC HT  -         100.921 (meters)     331.11  (feet)  COMP
 EG0678  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 EG0678
 EG0678  VERT ORDER  -  SECOND    CLASS 0
 EG0678
 EG0678.The horizontal coordinates were scaled from a topographic map and have
 EG0678.an estimated accuracy of +/- 6 seconds.
 EG0678
 EG0678.The orthometric height was determined by differential leveling
 EG0678.and adjusted in June 1991.
 EG0678
 EG0678.The geoid height was determined by GEOID03.
 EG0678
 EG0678.The dynamic height is computed by dividing the NAVD 88
 EG0678.geopotential number by the normal gravity value computed on the
 EG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0678.degrees latitude (g = 980.6199 gals.).
 EG0678
 EG0678.The modeled gravity was interpolated from observed gravity values.
 EG0678
 EG0678;                    North         East    Units  Estimated Accuracy
 EG0678;SPC MS E     -   501,460.      318,600.      MT  (+/- 180 meters Scaled)
 EG0678
 EG0678                          SUPERSEDED SURVEY CONTROL
 EG0678
 EG0678  NGVD 29 (??/??/92)  100.96   (m)          331.2    (f) COMPUTED    2 0
 EG0678
 EG0678.Superseded values are not recommended for survey control.
 EG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0678.See file dsdata.txt to determine how the superseded data were derived.
 EG0678
 EG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC493658(NAD 83)
 EG0678_MARKER: DD = SURVEY DISK
 EG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0678_STAMPING: 45V-156 1964
 EG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0678+STABILITY: SURFACE MOTION
 EG0678
 EG0678  HISTORY     - Date     Condition        Report By
 EG0678  HISTORY     - 1964     MONUMENTED       MSHD
 EG0678
 EG0678                          STATION DESCRIPTION
 EG0678
 EG0678'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0678'4.9 MI S FROM NETTLETON.
 EG0678'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0678'HIGHWAY 45 IN NETTLETON GO SOUTH ON U. S. HIGHWAY 45 FOR 4.9 MILES TO
 EG0678'THE MARK ON THE RIGHT, 0.2 MILE SOUTH OF A CROSSROAD.  THE MARK IS
 EG0678'LOCATED 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 54 FEET
 EG0678'NORTHWEST OF THE NORTHWEST END OF AN 18 INCH CONCRETE PIPE UNDER DRIVE
 EG0678'TO A FIELD, 44 FEET NORTH OF A CORNER FENCE POST, 9 FEET SOUTH OF A 10
 EG0678'INCH OAK TREE AND 7 FEET EAST OF A FENCE ABOUT 0.2 MILE SOUTH OF A
 EG0678'CROSSROAD, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0679 ***********************************************************************
 EG0679  DESIGNATION -  45 V 157
 EG0679  PID         -  EG0679
 EG0679  STATE/COUNTY-  MS/MONROE
 EG0679  USGS QUAD   -  SHANNON (1979)
 EG0679
 EG0679                         *CURRENT SURVEY CONTROL
 EG0679  ___________________________________________________________________
 EG0679* NAD 83(1986)-  34 02 11.     (N)    088 37 55.     (W)     SCALED    
 EG0679* NAVD 88     -        97.638  (meters)     320.33   (feet)  ADJUSTED  
 EG0679  ___________________________________________________________________
 EG0679  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0679  DYNAMIC HT  -          97.539 (meters)     320.01  (feet)  COMP
 EG0679  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 EG0679
 EG0679  VERT ORDER  -  SECOND    CLASS 0
 EG0679
 EG0679.The horizontal coordinates were scaled from a topographic map and have
 EG0679.an estimated accuracy of +/- 6 seconds.
 EG0679
 EG0679.The orthometric height was determined by differential leveling
 EG0679.and adjusted in June 1991.
 EG0679
 EG0679.The geoid height was determined by GEOID03.
 EG0679
 EG0679.The dynamic height is computed by dividing the NAVD 88
 EG0679.geopotential number by the normal gravity value computed on the
 EG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0679.degrees latitude (g = 980.6199 gals.).
 EG0679
 EG0679.The modeled gravity was interpolated from observed gravity values.
 EG0679
 EG0679;                    North         East    Units  Estimated Accuracy
 EG0679;SPC MS E     -   503,000.      318,600.      MT  (+/- 180 meters Scaled)
 EG0679
 EG0679                          SUPERSEDED SURVEY CONTROL
 EG0679
 EG0679  NGVD 29 (??/??/92)   97.58   (m)          320.1    (f) COMPUTED    2 0
 EG0679
 EG0679.Superseded values are not recommended for survey control.
 EG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0679.See file dsdata.txt to determine how the superseded data were derived.
 EG0679
 EG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC493673(NAD 83)
 EG0679_MARKER: DD = SURVEY DISK
 EG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0679_STAMPING: 45V-157 1964
 EG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0679+STABILITY: SURFACE MOTION
 EG0679
 EG0679  HISTORY     - Date     Condition        Report By
 EG0679  HISTORY     - 1964     MONUMENTED       MSHD
 EG0679
 EG0679                          STATION DESCRIPTION
 EG0679
 EG0679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0679'3.9 MI S FROM NETTLETON.
 EG0679'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0679'HIGHWAY 45 IN NETTLETON GO SOUTH ON U.S. HIGHWAY 45 FOR 3.9 MILES TO
 EG0679'THE MARK ON THE RIGHT ATOP A 6 FEET CUT.  THE MARK IS A DISK SET IN
 EG0679'THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 47 FEET WEST OF THE
 EG0679'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF A WHITE BOARD FENCE, 19
 EG0679'FEET NORTHEAST OF A 30 INCH LONE GUM TREE AND APPROXIMATELY 500 FEET
 EG0679'EAST OF A SMALL POOL OR LAKE.  THE MARK IS SET 2 FEET NORTHWEST OF A
 EG0679'METAL WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 EG0679'1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0680 ***********************************************************************
 EG0680  DESIGNATION -  45 V 158
 EG0680  PID         -  EG0680
 EG0680  STATE/COUNTY-  MS/MONROE
 EG0680  USGS QUAD   -  SHANNON (1979)
 EG0680
 EG0680                         *CURRENT SURVEY CONTROL
 EG0680  ___________________________________________________________________
 EG0680* NAD 83(1986)-  34 02 58.     (N)    088 37 52.     (W)     SCALED    
 EG0680* NAVD 88     -        67.839  (meters)     222.57   (feet)  ADJUSTED  
 EG0680  ___________________________________________________________________
 EG0680  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0680  DYNAMIC HT  -          67.770 (meters)     222.34  (feet)  COMP
 EG0680  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 EG0680
 EG0680  VERT ORDER  -  SECOND    CLASS 0
 EG0680
 EG0680.The horizontal coordinates were scaled from a topographic map and have
 EG0680.an estimated accuracy of +/- 6 seconds.
 EG0680
 EG0680.The orthometric height was determined by differential leveling
 EG0680.and adjusted in June 1991.
 EG0680
 EG0680.The geoid height was determined by GEOID03.
 EG0680
 EG0680.The dynamic height is computed by dividing the NAVD 88
 EG0680.geopotential number by the normal gravity value computed on the
 EG0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0680.degrees latitude (g = 980.6199 gals.).
 EG0680
 EG0680.The modeled gravity was interpolated from observed gravity values.
 EG0680
 EG0680;                    North         East    Units  Estimated Accuracy
 EG0680;SPC MS E     -   504,450.      318,670.      MT  (+/- 180 meters Scaled)
 EG0680
 EG0680                          SUPERSEDED SURVEY CONTROL
 EG0680
 EG0680  NGVD 29 (??/??/92)   67.79   (m)          222.4    (f) COMPUTED    2 0
 EG0680
 EG0680.Superseded values are not recommended for survey control.
 EG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0680.See file dsdata.txt to determine how the superseded data were derived.
 EG0680
 EG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC494688(NAD 83)
 EG0680_MARKER: DD = SURVEY DISK
 EG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0680_STAMPING: 45V-158 1964
 EG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0680+STABILITY: SURFACE MOTION
 EG0680
 EG0680  HISTORY     - Date     Condition        Report By
 EG0680  HISTORY     - 1964     MONUMENTED       MSHD
 EG0680
 EG0680                          STATION DESCRIPTION
 EG0680
 EG0680'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0680'2.95 MI S FROM NETTLETON.
 EG0680'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U.S.
 EG0680'HIGHWAY 45 IN NETTLETON GO SOUTH ON U. S. HIGHWAY 45 FOR 2.95 MILES TO
 EG0680'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG0680'ROUND, CONCRETE POST.  IT IS 0.55 MILE SOUTH OF THE SOUTH END OF A
 EG0680'LONG CONCRETE BRIDGE, 70 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8
 EG0680'FEET WEST OF A WIRE FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, 8
 EG0680'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0681 ***********************************************************************
 EG0681  DESIGNATION -  45 V 159
 EG0681  PID         -  EG0681
 EG0681  STATE/COUNTY-  MS/MONROE
 EG0681  USGS QUAD   -  SHANNON (1979)
 EG0681
 EG0681                         *CURRENT SURVEY CONTROL
 EG0681  ___________________________________________________________________
 EG0681* NAD 83(1986)-  34 03 24.     (N)    088 37 45.     (W)     SCALED    
 EG0681* NAVD 88     -        70.264  (meters)     230.52   (feet)  ADJUSTED  
 EG0681  ___________________________________________________________________
 EG0681  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0681  DYNAMIC HT  -          70.193 (meters)     230.29  (feet)  COMP
 EG0681  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 EG0681
 EG0681  VERT ORDER  -  SECOND    CLASS 0
 EG0681
 EG0681.The horizontal coordinates were scaled from a topographic map and have
 EG0681.an estimated accuracy of +/- 6 seconds.
 EG0681
 EG0681.The orthometric height was determined by differential leveling
 EG0681.and adjusted in June 1991.
 EG0681
 EG0681.The geoid height was determined by GEOID03.
 EG0681
 EG0681.The dynamic height is computed by dividing the NAVD 88
 EG0681.geopotential number by the normal gravity value computed on the
 EG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0681.degrees latitude (g = 980.6199 gals.).
 EG0681
 EG0681.The modeled gravity was interpolated from observed gravity values.
 EG0681
 EG0681;                    North         East    Units  Estimated Accuracy
 EG0681;SPC MS E     -   505,250.      318,850.      MT  (+/- 180 meters Scaled)
 EG0681
 EG0681                          SUPERSEDED SURVEY CONTROL
 EG0681
 EG0681  NGVD 29 (??/??/92)   70.22   (m)          230.4    (f) COMPUTED    2 0
 EG0681
 EG0681.Superseded values are not recommended for survey control.
 EG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0681.See file dsdata.txt to determine how the superseded data were derived.
 EG0681
 EG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC496696(NAD 83)
 EG0681_MARKER: DD = SURVEY DISK
 EG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0681_STAMPING: 45V-159 1964
 EG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0681+STABILITY: SURFACE MOTION
 EG0681
 EG0681  HISTORY     - Date     Condition        Report By
 EG0681  HISTORY     - 1964     MONUMENTED       MSHD
 EG0681
 EG0681                          STATION DESCRIPTION
 EG0681
 EG0681'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0681'2.4 MI S FROM NETTLETON.
 EG0681'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0681'HIGHWAY 45 IN NETTLETON GO SOUTH ON HIGHWAY 45 FOR 2.4 MILES TO THE
 EG0681'SOUTH END OF A LONG CONCRETE BRIDGE AND THE MARK ON THE RIGHT.  THE
 EG0681'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS IN THE
 EG0681'SOUTHWEST END OF A 0.2 MILE LONG BRIDGE OVER CHIWAPPAHA CREEK, 17 FEET
 EG0681'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.90 FEET NORTH OF THE SOUTH
 EG0681'END OF THE GUIDE RAIL, AND 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0418 ***********************************************************************
 BV0418  DESIGNATION -  45 V 16
 BV0418  PID         -  BV0418
 BV0418  STATE/COUNTY-  MS/WAYNE
 BV0418  USGS QUAD   -  SHUBUTA (1964)
 BV0418
 BV0418                         *CURRENT SURVEY CONTROL
 BV0418  ___________________________________________________________________
 BV0418* NAD 83(1986)-  31 45 23.     (N)    088 40 09.     (W)     SCALED    
 BV0418* NAVD 88     -        56.007  (meters)     183.75   (feet)  ADJUSTED  
 BV0418  ___________________________________________________________________
 BV0418  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BV0418  DYNAMIC HT  -          55.940 (meters)     183.53  (feet)  COMP
 BV0418  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BV0418
 BV0418  VERT ORDER  -  FIRST     CLASS II
 BV0418
 BV0418.The horizontal coordinates were scaled from a topographic map and have
 BV0418.an estimated accuracy of +/- 6 seconds.
 BV0418
 BV0418.The orthometric height was determined by differential leveling
 BV0418.and adjusted in June 1991.
 BV0418
 BV0418.The geoid height was determined by GEOID03.
 BV0418
 BV0418.The dynamic height is computed by dividing the NAVD 88
 BV0418.geopotential number by the normal gravity value computed on the
 BV0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0418.degrees latitude (g = 980.6199 gals.).
 BV0418
 BV0418.The modeled gravity was interpolated from observed gravity values.
 BV0418
 BV0418;                    North         East    Units  Estimated Accuracy
 BV0418;SPC MS E     -   250,150.      315,550.      MT  (+/- 180 meters Scaled)
 BV0418
 BV0418                          SUPERSEDED SURVEY CONTROL
 BV0418
 BV0418  NGVD 29 (??/??/??)   55.982  (m)          183.67   (f) ADJUSTED    1 2
 BV0418
 BV0418.Superseded values are not recommended for survey control.
 BV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0418.See file dsdata.txt to determine how the superseded data were derived.
 BV0418
 BV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA419146(NAD 83)
 BV0418_MARKER: DD = SURVEY DISK
 BV0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV0418_SP_SET: BRIDGE ABUTMENT
 BV0418_STAMPING: BM 45V-16 1961
 BV0418_MARK LOGO: MSHD  
 BV0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0418+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0418
 BV0418  HISTORY     - Date     Condition        Report By
 BV0418  HISTORY     - 1961     MONUMENTED       MSHD
 BV0418  HISTORY     - 1964     GOOD             NGS
 BV0418  HISTORY     - 1980     GOOD             NGS
 BV0418  HISTORY     - 19910828 GOOD             MSHD
 BV0418  HISTORY     - 20080418 GOOD             MSDOT
 BV0418
 BV0418                          STATION DESCRIPTION
 BV0418
 BV0418'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0418'7.25 MI S FROM SHUBUTA.
 BV0418'THE MARK IS LOCATED ABOUT 7 1/4 MILES SOUTH OF SHUBUTA, ALONG AND ON
 BV0418'THE WEST SIDE OF U.S. HIGHWAY 45, IN THE BASE OF, AND AT THE SOUTH END
 BV0418'OF THE WEST RAILING OF A CONCRETE BRIDGE APPROXIMATELY 70 FEET IN
 BV0418'LENGTH SPANNING A SMALL CREEK.  TO REACH FROM THE TRAFFIC LIGHT AT THE
 BV0418'INTERSECTION OF U.S. HIGHWAY 45 AND MAIN STREET IN SHUBUTA GO SOUTH ON
 BV0418'U.S. 45 FOR 3.6 MILE TO A GRAVEL CROSSROAD IN THE VILLAGE OF HIWANNEE,
 BV0418'CONTINUE SOUTH ON U.S. 45 FOR 4.0 MILES TO THE BRIDGE AND THE MARK ON
 BV0418'THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 BV0418'B. M. 45V-16 1961 AND IS SET IN CEMENT IN A DRILL HOLE FLUSH WITH THE
 BV0418'SURFACE OF THE BASE OF THE RAILING.
 BV0418
 BV0418                          STATION RECOVERY (1964)
 BV0418
 BV0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0418'RECOVERED IN GOOD CONDITION.
 BV0418
 BV0418                          STATION RECOVERY (1980)
 BV0418
 BV0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0418'RECOVERED IN GOOD CONDITION.
 BV0418
 BV0418                          STATION RECOVERY (1991)
 BV0418
 BV0418'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0418'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHWEST OF
 BV0418'WAYNESBORO, IN A CONCRETE BRIDGE, 7.4 MI (11.9 KM) SOUTH OF SHUBUTA
 BV0418'AND IS IN SECTION 11, T 9N, R 7W.
 BV0418'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0418'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0418'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 5.75 MI
 BV0418'(9.25 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTHWEST ON U.S. HIGHWAY 45
 BV0418'FOR 0.5 MI (0.8 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.
 BV0418'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 BV0418'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY
 BV0418'AND IS 15.0 FT (4.6 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY.
 BV0418
 BV0418                          STATION RECOVERY (2008)
 BV0418
 BV0418'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV0418'PORTIONS OF U.S. HWY. 45 MENTIONED IN THE PREVIOUS DESCRIPTIONS ARE
 BV0418'NOW DESIGNATED HWY. 145.  A NEW TO REACH IS AS FOLLOWS. FROM THE U.S.
 BV0418'HWY. 45 AND U.S. 84 INTERCHANGE, IN NORTHEAST WAYNESBORO, TRAVEL 3.8
 BV0418'MILES NORTHERLY ALONG U.S. HWY. 45 TO PLEASANT GROVE-CHAPPARAL ROAD ON
 BV0418'THE RIGHT.
 BV0418'  TURN LEFT AND TRAVEL .1 MILES TO A T INTERSECTION AT HWY. 145 (OLD
 BV0418'U.S. HWY. 45), TURN RIGHT AND TRAVEL .4 MILES TO THE MARK ON THE LEFT
 BV0418'IN THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0682 ***********************************************************************
 EG0682  DESIGNATION -  45 V 160
 EG0682  PID         -  EG0682
 EG0682  STATE/COUNTY-  MS/MONROE
 EG0682  USGS QUAD   -  NETTLETON (1992)
 EG0682
 EG0682                         *CURRENT SURVEY CONTROL
 EG0682  ___________________________________________________________________
 EG0682* NAD 83(1986)-  34 04 04.     (N)    088 37 27.     (W)     SCALED    
 EG0682* NAVD 88     -        73.401  (meters)     240.82   (feet)  ADJUSTED  
 EG0682  ___________________________________________________________________
 EG0682  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0682  DYNAMIC HT  -          73.326 (meters)     240.57  (feet)  COMP
 EG0682  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 EG0682
 EG0682  VERT ORDER  -  SECOND    CLASS 0
 EG0682
 EG0682.The horizontal coordinates were scaled from a topographic map and have
 EG0682.an estimated accuracy of +/- 6 seconds.
 EG0682
 EG0682.The orthometric height was determined by differential leveling
 EG0682.and adjusted in June 1991.
 EG0682
 EG0682.The geoid height was determined by GEOID03.
 EG0682
 EG0682.The dynamic height is computed by dividing the NAVD 88
 EG0682.geopotential number by the normal gravity value computed on the
 EG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0682.degrees latitude (g = 980.6199 gals.).
 EG0682
 EG0682.The modeled gravity was interpolated from observed gravity values.
 EG0682
 EG0682;                    North         East    Units  Estimated Accuracy
 EG0682;SPC MS E     -   506,490.      319,310.      MT  (+/- 180 meters Scaled)
 EG0682
 EG0682                          SUPERSEDED SURVEY CONTROL
 EG0682
 EG0682  NGVD 29 (??/??/92)   73.35   (m)          240.6    (f) COMPUTED    2 0
 EG0682
 EG0682.Superseded values are not recommended for survey control.
 EG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0682.See file dsdata.txt to determine how the superseded data were derived.
 EG0682
 EG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC501708(NAD 83)
 EG0682_MARKER: DD = SURVEY DISK
 EG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0682_STAMPING: 45V-160 1964
 EG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0682+STABILITY: SURFACE MOTION
 EG0682
 EG0682  HISTORY     - Date     Condition        Report By
 EG0682  HISTORY     - 1964     MONUMENTED       MSHD
 EG0682
 EG0682                          STATION DESCRIPTION
 EG0682
 EG0682'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0682'1.6 MI SE FROM NETTLETON.
 EG0682'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0682'HIGHWAY 45 IN NETTLETON GO SOUTH ON HIGHWAY 45 FOR 1.6 MILES TO A
 EG0682'DRIVEWAY ON THE RIGHT AND THE MARK ON THE LEFT.  THE MARK IS A DISK
 EG0682'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 47 FEET EAST
 EG0682'OF THE CENTERLINE OF THE HIGHWAY, 98 FEET SOUTHEAST OF THE
 EG0682'INTERSECTION OF THE HIGHWAY AND A DRIVEWAY LEADING WEST TO A GRAY
 EG0682'FRAME HOUSE, ABOUT 300 FEET WEST OF THE HIGHWAY, 4 FEET SOUTHWEST OF A
 EG0682'POWER POLE IN THE WEST EDGE OF AN OPEN FIELD, 1.5 FEET NORTHEAST OF A
 EG0682'METAL WITNESS POST, 2 FEET BELOW THE HIGHWAY LEVEL AND PROJECTS 1
 EG0682'INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0683 ***********************************************************************
 EG0683  DESIGNATION -  45 V 161
 EG0683  PID         -  EG0683
 EG0683  STATE/COUNTY-  MS/LEE
 EG0683  USGS QUAD   -  NETTLETON (1992)
 EG0683
 EG0683                         *CURRENT SURVEY CONTROL
 EG0683  ___________________________________________________________________
 EG0683* NAD 83(1986)-  34 04 59.     (N)    088 37 19.     (W)     SCALED    
 EG0683* NAVD 88     -        79.424  (meters)     260.58   (feet)  ADJUSTED  
 EG0683  ___________________________________________________________________
 EG0683  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0683  DYNAMIC HT  -          79.343 (meters)     260.31  (feet)  COMP
 EG0683  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG0683
 EG0683  VERT ORDER  -  SECOND    CLASS 0
 EG0683
 EG0683.The horizontal coordinates were scaled from a topographic map and have
 EG0683.an estimated accuracy of +/- 6 seconds.
 EG0683
 EG0683.The orthometric height was determined by differential leveling
 EG0683.and adjusted in June 1991.
 EG0683
 EG0683.The geoid height was determined by GEOID03.
 EG0683
 EG0683.The dynamic height is computed by dividing the NAVD 88
 EG0683.geopotential number by the normal gravity value computed on the
 EG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0683.degrees latitude (g = 980.6199 gals.).
 EG0683
 EG0683.The modeled gravity was interpolated from observed gravity values.
 EG0683
 EG0683;                    North         East    Units  Estimated Accuracy
 EG0683;SPC MS E     -   508,180.      319,510.      MT  (+/- 180 meters Scaled)
 EG0683
 EG0683                          SUPERSEDED SURVEY CONTROL
 EG0683
 EG0683  NGVD 29 (??/??/92)   79.37   (m)          260.4    (f) COMPUTED    2 0
 EG0683
 EG0683.Superseded values are not recommended for survey control.
 EG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0683.See file dsdata.txt to determine how the superseded data were derived.
 EG0683
 EG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC503725(NAD 83)
 EG0683_MARKER: DD = SURVEY DISK
 EG0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0683_SP_SET: FOOTING
 EG0683_STAMPING: 45V-161 1964
 EG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0683
 EG0683  HISTORY     - Date     Condition        Report By
 EG0683  HISTORY     - 1964     MONUMENTED       MSHD
 EG0683  HISTORY     - 1965     GOOD             MSHD
 EG0683
 EG0683                          STATION DESCRIPTION
 EG0683
 EG0683'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0683'0.5 MI S FROM NETTLETON.
 EG0683'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0683'HIGHWAY 45 IN NETTLETON GO SOUTH ON U. S. HIGHWAY 45 FOR 0.5 MILE TO
 EG0683'THE WATER TANK ON THE LEFT, EAST SIDE OF THE HIGHWAY AND THE MARK. THE
 EG0683'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTHWEST
 EG0683'FOOTING OF THE WATER TANK, 106 FEET EAST OF THE CENTERLINE OF U. S.
 EG0683'HIGHWAY 45 AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0687 ***********************************************************************
 EG0687  DESIGNATION -  45 V 162
 EG0687  PID         -  EG0687
 EG0687  STATE/COUNTY-  MS/LEE
 EG0687  USGS QUAD   -  SHANNON (1979)
 EG0687
 EG0687                         *CURRENT SURVEY CONTROL
 EG0687  ___________________________________________________________________
 EG0687* NAD 83(1986)-  34 05 35.     (N)    088 38 07.     (W)     SCALED    
 EG0687* NAVD 88     -        70.690  (meters)     231.92   (feet)  ADJUSTED  
 EG0687  ___________________________________________________________________
 EG0687  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0687  DYNAMIC HT  -          70.618 (meters)     231.69  (feet)  COMP
 EG0687  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 EG0687
 EG0687  VERT ORDER  -  SECOND    CLASS 0
 EG0687
 EG0687.The horizontal coordinates were scaled from a topographic map and have
 EG0687.an estimated accuracy of +/- 6 seconds.
 EG0687
 EG0687.The orthometric height was determined by differential leveling
 EG0687.and adjusted in June 1991.
 EG0687
 EG0687.The geoid height was determined by GEOID03.
 EG0687
 EG0687.The dynamic height is computed by dividing the NAVD 88
 EG0687.geopotential number by the normal gravity value computed on the
 EG0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0687.degrees latitude (g = 980.6199 gals.).
 EG0687
 EG0687.The modeled gravity was interpolated from observed gravity values.
 EG0687
 EG0687;                    North         East    Units  Estimated Accuracy
 EG0687;SPC MS E     -   509,290.      318,280.      MT  (+/- 180 meters Scaled)
 EG0687
 EG0687                          SUPERSEDED SURVEY CONTROL
 EG0687
 EG0687  NGVD 29 (??/??/92)   70.63   (m)          231.7    (f) COMPUTED    2 0
 EG0687
 EG0687.Superseded values are not recommended for survey control.
 EG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0687.See file dsdata.txt to determine how the superseded data were derived.
 EG0687
 EG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC491736(NAD 83)
 EG0687_MARKER: DD = SURVEY DISK
 EG0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0687_SP_SET: BRIDGE
 EG0687_STAMPING: 45V-162 1964
 EG0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0687
 EG0687  HISTORY     - Date     Condition        Report By
 EG0687  HISTORY     - 1964     MONUMENTED       MSHD
 EG0687  HISTORY     - 1965     GOOD             MSHD
 EG0687
 EG0687                          STATION DESCRIPTION
 EG0687
 EG0687'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0687'0.6 MI NW FROM NETTLETON.
 EG0687'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0687'HIGHWAY 45 IN NETTLETON, GO NORTHWEST ON U. S. HIGHWAY 45 FOR 0.6 MILE
 EG0687'TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET
 EG0687'IN CEMENT IN A DRILLED HOLE IN THE SOUTHWEST END OF THE SOUTHWEST
 EG0687'ABUTMENT OF A CONCRETE BRIDGE.  IT IS 17 FEET SOUTHWEST OF THE
 EG0687'CENTERLINE OF THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0688 ***********************************************************************
 EG0688  DESIGNATION -  45 V 163
 EG0688  PID         -  EG0688
 EG0688  STATE/COUNTY-  MS/LEE
 EG0688  USGS QUAD   -  SHANNON (1979)
 EG0688
 EG0688                         *CURRENT SURVEY CONTROL
 EG0688  ___________________________________________________________________
 EG0688* NAD 83(1986)-  34 05 56.     (N)    088 39 02.     (W)     SCALED    
 EG0688* NAVD 88     -        70.409  (meters)     231.00   (feet)  ADJUSTED  
 EG0688  ___________________________________________________________________
 EG0688  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0688  DYNAMIC HT  -          70.337 (meters)     230.76  (feet)  COMP
 EG0688  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 EG0688
 EG0688  VERT ORDER  -  SECOND    CLASS 0
 EG0688
 EG0688.The horizontal coordinates were scaled from a topographic map and have
 EG0688.an estimated accuracy of +/- 6 seconds.
 EG0688
 EG0688.The orthometric height was determined by differential leveling
 EG0688.and adjusted in June 1991.
 EG0688
 EG0688.The geoid height was determined by GEOID03.
 EG0688
 EG0688.The dynamic height is computed by dividing the NAVD 88
 EG0688.geopotential number by the normal gravity value computed on the
 EG0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0688.degrees latitude (g = 980.6199 gals.).
 EG0688
 EG0688.The modeled gravity was interpolated from observed gravity values.
 EG0688
 EG0688;                    North         East    Units  Estimated Accuracy
 EG0688;SPC MS E     -   509,930.      316,870.      MT  (+/- 180 meters Scaled)
 EG0688
 EG0688                          SUPERSEDED SURVEY CONTROL
 EG0688
 EG0688  NGVD 29 (??/??/92)   70.35   (m)          230.8    (f) COMPUTED    2 0
 EG0688
 EG0688.Superseded values are not recommended for survey control.
 EG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0688.See file dsdata.txt to determine how the superseded data were derived.
 EG0688
 EG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC477743(NAD 83)
 EG0688_MARKER: DD = SURVEY DISK
 EG0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0688_SP_SET: BRIDGE
 EG0688_STAMPING: 45V-163 1964
 EG0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0688
 EG0688  HISTORY     - Date     Condition        Report By
 EG0688  HISTORY     - 1964     MONUMENTED       MSHD
 EG0688  HISTORY     - 1965     GOOD             MSHD
 EG0688
 EG0688                          STATION DESCRIPTION
 EG0688
 EG0688'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0688'1.55 MI NW FROM NETTLETON.
 EG0688'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0688'HIGHWAY 45 IN NETTLETON, GO NORTHWEST ON U. S. HIGHWAY 45 FOR 1.55
 EG0688'MILES TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.  THE MARK IS A
 EG0688'DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTHWEST END OF THE
 EG0688'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE, 17 FEET SOUTHWEST OF THE
 EG0688'CENTERLINE OF THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0689 ***********************************************************************
 EG0689  DESIGNATION -  45 V 164
 EG0689  PID         -  EG0689
 EG0689  STATE/COUNTY-  MS/LEE
 EG0689  USGS QUAD   -  SHANNON (1979)
 EG0689
 EG0689                         *CURRENT SURVEY CONTROL
 EG0689  ___________________________________________________________________
 EG0689* NAD 83(1986)-  34 06 11.     (N)    088 39 52.     (W)     SCALED    
 EG0689* NAVD 88     -        70.715  (meters)     232.00   (feet)  ADJUSTED  
 EG0689  ___________________________________________________________________
 EG0689  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0689  DYNAMIC HT  -          70.643 (meters)     231.77  (feet)  COMP
 EG0689  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 EG0689
 EG0689  VERT ORDER  -  SECOND    CLASS 0
 EG0689
 EG0689.The horizontal coordinates were scaled from a topographic map and have
 EG0689.an estimated accuracy of +/- 6 seconds.
 EG0689
 EG0689.The orthometric height was determined by differential leveling
 EG0689.and adjusted in June 1991.
 EG0689
 EG0689.The geoid height was determined by GEOID03.
 EG0689
 EG0689.The dynamic height is computed by dividing the NAVD 88
 EG0689.geopotential number by the normal gravity value computed on the
 EG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0689.degrees latitude (g = 980.6199 gals.).
 EG0689
 EG0689.The modeled gravity was interpolated from observed gravity values.
 EG0689
 EG0689;                    North         East    Units  Estimated Accuracy
 EG0689;SPC MS E     -   510,390.      315,580.      MT  (+/- 180 meters Scaled)
 EG0689
 EG0689                          SUPERSEDED SURVEY CONTROL
 EG0689
 EG0689  NGVD 29 (??/??/92)   70.66   (m)          231.8    (f) COMPUTED    2 0
 EG0689
 EG0689.Superseded values are not recommended for survey control.
 EG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0689.See file dsdata.txt to determine how the superseded data were derived.
 EG0689
 EG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC464748(NAD 83)
 EG0689_MARKER: DD = SURVEY DISK
 EG0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0689_SP_SET: BRIDGE
 EG0689_STAMPING: BM 45V-164 1964
 EG0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0689
 EG0689  HISTORY     - Date     Condition        Report By
 EG0689  HISTORY     - 1964     MONUMENTED       MSHD
 EG0689
 EG0689                          STATION DESCRIPTION
 EG0689
 EG0689'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0689'2.85 MI NW FROM NETTLETON.
 EG0689'TO REACH THE MARK FROM THE POST OFFICE IN NETTLETON GO SOUTH ON UNION
 EG0689'STREET 0.05 MILE TO MAIN STREET, TURN RIGHT, WEST AND GO 0.25 MILE TO
 EG0689'U. S. HIGHWAY 45, TURN RIGHT, NORTHWEST AND GO 2.55 MILES TO A BRIDGE
 EG0689'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0689'DRILLED HOLE IN THE TOP OF THE SOUTH WINGWALL OF THE BRIDGE, 36.0 FEET
 EG0689'NORTHWEST OF A POWERLINE POLE, 17.0 FEET SOUTH OF THE CENTERLINE OF U.
 EG0689'S. 45 AND 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0690 ***********************************************************************
 EG0690  DESIGNATION -  45 V 165
 EG0690  PID         -  EG0690
 EG0690  STATE/COUNTY-  MS/LEE
 EG0690  USGS QUAD   -  SHANNON (1979)
 EG0690
 EG0690                         *CURRENT SURVEY CONTROL
 EG0690  ___________________________________________________________________
 EG0690* NAD 83(1986)-  34 06 28.     (N)    088 40 42.     (W)     SCALED    
 EG0690* NAVD 88     -        81.495  (meters)     267.37   (feet)  ADJUSTED  
 EG0690  ___________________________________________________________________
 EG0690  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0690  DYNAMIC HT  -          81.413 (meters)     267.10  (feet)  COMP
 EG0690  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 EG0690
 EG0690  VERT ORDER  -  SECOND    CLASS 0
 EG0690
 EG0690.The horizontal coordinates were scaled from a topographic map and have
 EG0690.an estimated accuracy of +/- 6 seconds.
 EG0690
 EG0690.The orthometric height was determined by differential leveling
 EG0690.and adjusted in June 1991.
 EG0690
 EG0690.The geoid height was determined by GEOID03.
 EG0690
 EG0690.The dynamic height is computed by dividing the NAVD 88
 EG0690.geopotential number by the normal gravity value computed on the
 EG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0690.degrees latitude (g = 980.6199 gals.).
 EG0690
 EG0690.The modeled gravity was interpolated from observed gravity values.
 EG0690
 EG0690;                    North         East    Units  Estimated Accuracy
 EG0690;SPC MS E     -   510,910.      314,300.      MT  (+/- 180 meters Scaled)
 EG0690
 EG0690                          SUPERSEDED SURVEY CONTROL
 EG0690
 EG0690  NGVD 29 (??/??/92)   81.44   (m)          267.2    (f) COMPUTED    2 0
 EG0690
 EG0690.Superseded values are not recommended for survey control.
 EG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0690.See file dsdata.txt to determine how the superseded data were derived.
 EG0690
 EG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC451753(NAD 83)
 EG0690_MARKER: DD = SURVEY DISK
 EG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0690_STAMPING: 45V-165 1964
 EG0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0690+STABILITY: SURFACE MOTION
 EG0690
 EG0690  HISTORY     - Date     Condition        Report By
 EG0690  HISTORY     - 1964     MONUMENTED       MSHD
 EG0690  HISTORY     - 1965     GOOD             MSHD
 EG0690
 EG0690                          STATION DESCRIPTION
 EG0690
 EG0690'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0690'3.3 MI NW FROM NETTLETON.
 EG0690'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0690'HIGHWAY 45 IN NETTLETON, GO NORTHWEST OF U. S. HIGHWAY 45 FOR 3.3
 EG0690'MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0690'12 INCH ROUND, CONCRETE POST.  IT IS 45 FEET SOUTHWEST OF THE
 EG0690'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTHEAST OF A POWER POLE, 6 FEET
 EG0690'NORTHEAST OF A WIRE FENCE, 5 FEET NORTHEAST OF TWO 8 INCH OAK TREES
 EG0690'THAT ARE ABOUT 3 FEET APART, 1.5 FEET NORTHWEST OF A METAL WITNESS
 EG0690'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0691 ***********************************************************************
 EG0691  DESIGNATION -  45 V 166 MSHD
 EG0691  PID         -  EG0691
 EG0691  STATE/COUNTY-  MS/LEE
 EG0691  USGS QUAD   -  SHANNON (1979)
 EG0691
 EG0691                         *CURRENT SURVEY CONTROL
 EG0691  ___________________________________________________________________
 EG0691* NAD 83(1986)-  34 06 49.     (N)    088 41 35.     (W)     SCALED    
 EG0691* NAVD 88     -        82.070  (meters)     269.26   (feet)  ADJUSTED  
 EG0691  ___________________________________________________________________
 EG0691  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0691  DYNAMIC HT  -          81.987 (meters)     268.99  (feet)  COMP
 EG0691  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 EG0691
 EG0691  VERT ORDER  -  FIRST     CLASS II
 EG0691
 EG0691.The horizontal coordinates were scaled from a topographic map and have
 EG0691.an estimated accuracy of +/- 6 seconds.
 EG0691
 EG0691.The orthometric height was determined by differential leveling
 EG0691.and adjusted in June 1991.
 EG0691
 EG0691.The geoid height was determined by GEOID03.
 EG0691
 EG0691.The dynamic height is computed by dividing the NAVD 88
 EG0691.geopotential number by the normal gravity value computed on the
 EG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0691.degrees latitude (g = 980.6199 gals.).
 EG0691
 EG0691.The modeled gravity was interpolated from observed gravity values.
 EG0691
 EG0691;                    North         East    Units  Estimated Accuracy
 EG0691;SPC MS E     -   511,560.      312,940.      MT  (+/- 180 meters Scaled)
 EG0691
 EG0691                          SUPERSEDED SURVEY CONTROL
 EG0691
 EG0691.No superseded survey control is available for this station.
 EG0691
 EG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC438760(NAD 83)
 EG0691_MARKER: DD = SURVEY DISK
 EG0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0691_STAMPING: 45V-166 1964
 EG0691_MARK LOGO: MSHD  
 EG0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0691+STABILITY: SURFACE MOTION
 EG0691
 EG0691  HISTORY     - Date     Condition        Report By
 EG0691  HISTORY     - 1964     MONUMENTED       MSHD
 EG0691  HISTORY     - 1965     GOOD             MSHD
 EG0691  HISTORY     - 1983     GOOD             NGS
 EG0691  HISTORY     - 20081012 MARK NOT FOUND   MSSU
 EG0691
 EG0691                          STATION DESCRIPTION
 EG0691
 EG0691'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0691'4.2 MI NW FROM NETTLETON.
 EG0691'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0691'HIGHWAY 45 IN NETTLETON GO NORTHWEST ON U. S. HIGHWAY 45 FOR 4.2 MILES
 EG0691'TO A GRAVEL ROAD CROSSING AND THE MARK ON THE LEFT IN THE SOUTHWEST
 EG0691'ANGLE OF THE INTERSECTION.  THE MARK IS A DISK SET IN THE TOP OF A 12
 EG0691'INCH ROUND, CONCRETE POST.  IT IS 42.5 FEET SOUTHWEST OF THE
 EG0691'CENTERLINE OF THE HIGHWAY, 22 FEET EAST OF THE CENTER OF GRAVEL ROAD,
 EG0691'3 FEET EAST OF A POWER POLE, 3 FEET WEST OF A METAL WITNESS POST AND 1
 EG0691'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 EG0691
 EG0691                          STATION RECOVERY (1983)
 EG0691
 EG0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0691'RECOVERED IN GOOD CONDITION.
 EG0691
 EG0691                          STATION RECOVERY (2008)
 EG0691
 EG0691'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008
 EG0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0692 ***********************************************************************
 EG0692  DESIGNATION -  45 V 167 MSHD
 EG0692  PID         -  EG0692
 EG0692  STATE/COUNTY-  MS/LEE
 EG0692  USGS QUAD   -  SHANNON (1979)
 EG0692
 EG0692                         *CURRENT SURVEY CONTROL
 EG0692  ___________________________________________________________________
 EG0692* NAD 83(1986)-  34 07 02.     (N)    088 42 08.     (W)     SCALED    
 EG0692* NAVD 88     -        82.625  (meters)     271.08   (feet)  ADJUSTED  
 EG0692  ___________________________________________________________________
 EG0692  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0692  DYNAMIC HT  -          82.541 (meters)     270.80  (feet)  COMP
 EG0692  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 EG0692
 EG0692  VERT ORDER  -  SECOND    CLASS 0
 EG0692
 EG0692.The horizontal coordinates were scaled from a topographic map and have
 EG0692.an estimated accuracy of +/- 6 seconds.
 EG0692
 EG0692.The orthometric height was determined by differential leveling
 EG0692.and adjusted in June 1991.
 EG0692
 EG0692.The geoid height was determined by GEOID03.
 EG0692
 EG0692.The dynamic height is computed by dividing the NAVD 88
 EG0692.geopotential number by the normal gravity value computed on the
 EG0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0692.degrees latitude (g = 980.6199 gals.).
 EG0692
 EG0692.The modeled gravity was interpolated from observed gravity values.
 EG0692
 EG0692;                    North         East    Units  Estimated Accuracy
 EG0692;SPC MS E     -   511,960.      312,100.      MT  (+/- 180 meters Scaled)
 EG0692
 EG0692                          SUPERSEDED SURVEY CONTROL
 EG0692
 EG0692  NGVD 29 (??/??/92)   82.57   (m)          270.9    (f) COMPUTED    2 0
 EG0692
 EG0692.Superseded values are not recommended for survey control.
 EG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0692.See file dsdata.txt to determine how the superseded data were derived.
 EG0692
 EG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC430764(NAD 83)
 EG0692_MARKER: DD = SURVEY DISK
 EG0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0692_STAMPING: 45V-167 1964
 EG0692_MARK LOGO: MSHD  
 EG0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0692+STABILITY: SURFACE MOTION
 EG0692
 EG0692  HISTORY     - Date     Condition        Report By
 EG0692  HISTORY     - 1964     MONUMENTED       MSHD
 EG0692  HISTORY     - 1965     GOOD             MSHD
 EG0692  HISTORY     - 1983     GOOD             NGS
 EG0692
 EG0692                          STATION DESCRIPTION
 EG0692
 EG0692'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0692'5.1 MI NW FROM NETTLETON.
 EG0692'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0692'HIGHWAY 45 IN NETTLETON, GO NORTH WEST ON U. S. HIGHWAY 45 FOR 4.2
 EG0692'MILES TO A GRAVEL ROAD CROSSING, CONTINUE ON HIGHWAY FOR 0.9 MILE TO
 EG0692'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG0692'ROUND, CONCRETE POST.  IT IS 39 FEET NORTHEAST OF THE CENTERLINE OF U.
 EG0692'S. HIGHWAY 45, 55 FEET SOUTHEAST OF A 36 INCH OAK TREE, 31 FEET SOUTH
 EG0692'OF A POWER POLE, 24 FEET NORTHEAST OF THE NORTH END OF A 30-INCH
 EG0692'CONCRETE PIPE CULVERT, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 1
 EG0692'FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0692
 EG0692                          STATION RECOVERY (1983)
 EG0692
 EG0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0692'RECOVERED IN GOOD CONDITION.  NOTE, THIS MARK WAS RECOVERED BY THE
 EG0692'MARKSETTER, HOWEVER IT WAS NOT FOUND BY THE LEVEL UNIT.  THERE WAS
 EG0692'HIGHWAY CONSTRUCTION IN THE AREA AND IT IS ASSUMED TO HAVE BEEN
 EG0692'KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0515 ***********************************************************************
 EG0515  DESIGNATION -  45 V 168 MSHD
 EG0515  PID         -  EG0515
 EG0515  STATE/COUNTY-  MS/LEE
 EG0515  USGS QUAD   -  VERONA (1986)
 EG0515
 EG0515                         *CURRENT SURVEY CONTROL
 EG0515  ___________________________________________________________________
 EG0515* NAD 83(1986)-  34 08 25.     (N)    088 42 36.     (W)     SCALED    
 EG0515* NAVD 88     -        75.548  (meters)     247.86   (feet)  ADJUSTED  
 EG0515  ___________________________________________________________________
 EG0515  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0515  DYNAMIC HT  -          75.471 (meters)     247.61  (feet)  COMP
 EG0515  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 EG0515
 EG0515  VERT ORDER  -  SECOND    CLASS 0
 EG0515
 EG0515.The horizontal coordinates were scaled from a topographic map and have
 EG0515.an estimated accuracy of +/- 6 seconds.
 EG0515
 EG0515.The orthometric height was determined by differential leveling
 EG0515.and adjusted in June 1991.
 EG0515
 EG0515.The geoid height was determined by GEOID03.
 EG0515
 EG0515.The dynamic height is computed by dividing the NAVD 88
 EG0515.geopotential number by the normal gravity value computed on the
 EG0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0515.degrees latitude (g = 980.6199 gals.).
 EG0515
 EG0515.The modeled gravity was interpolated from observed gravity values.
 EG0515
 EG0515;                    North         East    Units  Estimated Accuracy
 EG0515;SPC MS E     -   514,510.      311,380.      MT  (+/- 180 meters Scaled)
 EG0515
 EG0515                          SUPERSEDED SURVEY CONTROL
 EG0515
 EG0515  NGVD 29 (??/??/92)   75.493  (m)          247.68   (f) ADJ UNCH    2 0
 EG0515
 EG0515.Superseded values are not recommended for survey control.
 EG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0515.See file dsdata.txt to determine how the superseded data were derived.
 EG0515
 EG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC423790(NAD 83)
 EG0515_MARKER: DD = SURVEY DISK
 EG0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0515_STAMPING: 45V-168 1964
 EG0515_MARK LOGO: MSHD  
 EG0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0515+STABILITY: SURFACE MOTION
 EG0515
 EG0515  HISTORY     - Date     Condition        Report By
 EG0515  HISTORY     - 1964     MONUMENTED       MSHD
 EG0515  HISTORY     - 1965     GOOD             MSHD
 EG0515  HISTORY     - 1980     GOOD             LOCSUR
 EG0515  HISTORY     - 1983     GOOD             NGS
 EG0515
 EG0515                          STATION DESCRIPTION
 EG0515
 EG0515'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0515'1.3 MI N FROM SHANNON.
 EG0515'TO REACH THE MARK FROM THE SHANNON HIGH SCHOOL IN SHANNON GO NORTH ON
 EG0515'GRAVEL ROAD, OLD HIGHWAY 45, (PARALLELING THE GULF, MOBILE AND OHIO
 EG0515'RAILROAD) FOR 1.3 MILES TO A PRIVATE ROAD ON THE RIGHT AND THE MARK ON
 EG0515'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG0515'CONCRETE POST.  IT IS 55 FEET EAST OF THE EAST RAIL, 1.5 FEET SOUTH OF
 EG0515'THE CENTER OF A PRIVATE ROAD, 24.5 FEET NORTHWEST OF POWER POLE NO.
 EG0515'135, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 5
 EG0515'FEET EAST OF A POWER POLE, 15 FEET SOUTHEAST OF A METAL WITNESS POST,
 EG0515'2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.
 EG0515
 EG0515                          STATION RECOVERY (1980)
 EG0515
 EG0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EG0515'RECOVERED IN GOOD CONDITION.
 EG0515
 EG0515                          STATION RECOVERY (1983)
 EG0515
 EG0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0515'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0516 ***********************************************************************
 EG0516  DESIGNATION -  45 V 169 MSHD
 EG0516  PID         -  EG0516
 EG0516  STATE/COUNTY-  MS/LEE
 EG0516  USGS QUAD   -  VERONA (1986)
 EG0516
 EG0516                         *CURRENT SURVEY CONTROL
 EG0516  ___________________________________________________________________
 EG0516* NAD 83(1986)-  34 09 12.     (N)    088 42 44.     (W)     SCALED    
 EG0516* NAVD 88     -        76.874  (meters)     252.21   (feet)  ADJUSTED  
 EG0516  ___________________________________________________________________
 EG0516  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0516  DYNAMIC HT  -          76.797 (meters)     251.96  (feet)  COMP
 EG0516  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 EG0516
 EG0516  VERT ORDER  -  SECOND    CLASS 0
 EG0516
 EG0516.The horizontal coordinates were scaled from a topographic map and have
 EG0516.an estimated accuracy of +/- 6 seconds.
 EG0516
 EG0516.The orthometric height was determined by differential leveling
 EG0516.and adjusted in June 1991.
 EG0516
 EG0516.The geoid height was determined by GEOID03.
 EG0516
 EG0516.The dynamic height is computed by dividing the NAVD 88
 EG0516.geopotential number by the normal gravity value computed on the
 EG0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0516.degrees latitude (g = 980.6199 gals.).
 EG0516
 EG0516.The modeled gravity was interpolated from observed gravity values.
 EG0516
 EG0516;                    North         East    Units  Estimated Accuracy
 EG0516;SPC MS E     -   515,960.      311,170.      MT  (+/- 180 meters Scaled)
 EG0516
 EG0516                          SUPERSEDED SURVEY CONTROL
 EG0516
 EG0516  NGVD 29 (??/??/92)   76.819  (m)          252.03   (f) ADJ UNCH    2 0
 EG0516
 EG0516.Superseded values are not recommended for survey control.
 EG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0516.See file dsdata.txt to determine how the superseded data were derived.
 EG0516
 EG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC421804(NAD 83)
 EG0516_MARKER: DD = SURVEY DISK
 EG0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0516_STAMPING: 45V-169 1964
 EG0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0516+STABILITY: SURFACE MOTION
 EG0516
 EG0516  HISTORY     - Date     Condition        Report By
 EG0516  HISTORY     - 1964     MONUMENTED       MSHD
 EG0516  HISTORY     - 1965     GOOD             MSHD
 EG0516  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0516
 EG0516                          STATION DESCRIPTION
 EG0516
 EG0516'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0516'2.2 MI N FROM SHANNON.
 EG0516'TO REACH THE MARK FROM THE SHANNON HIGH SCHOOL IN SHANNON GO NORTH ON
 EG0516'GRAVEL ROAD, OLD HIGHWAY 45, (PARALLELING THE GULF, MOBILE AND OHIO
 EG0516'RAILROAD) FOR 2.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 EG0516'SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 49 FEET WEST
 EG0516'OF THE WEST RAIL OF THE MAIN TRACK, 34 FEET EAST OF THE CENTER OF A
 EG0516'BLACKTOP ROAD, 2 FEET NORTHWEST OF TELEPHONE LINE POLE NO. 4381, 55
 EG0516'FEET EAST AND ACROSS THE ROAD FROM A POWER POLE, 1.5 FEET SOUTHEAST OF
 EG0516'A METAL WITNESS POST, 8 FEET BELOW THE LEVEL OF THE TRACK AND FLUSH
 EG0516'WITH THE GROUND.
 EG0516
 EG0516                          STATION RECOVERY (1983)
 EG0516
 EG0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0516'NOT RECOVERED, DITCH FULL OF WATER BETWEEN ROAD AND TRACKS, AREA
 EG0516'OVERGROWN WITH VINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0419 ***********************************************************************
 BV0419  DESIGNATION -  45 V 17
 BV0419  PID         -  BV0419
 BV0419  STATE/COUNTY-  MS/WAYNE
 BV0419  USGS QUAD   -  SHUBUTA (1964)
 BV0419
 BV0419                         *CURRENT SURVEY CONTROL
 BV0419  ___________________________________________________________________
 BV0419* NAD 83(1986)-  31 46 20.     (N)    088 40 28.     (W)     SCALED    
 BV0419* NAVD 88     -        78.939  (meters)     258.99   (feet)  ADJUSTED  
 BV0419  ___________________________________________________________________
 BV0419  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0419  DYNAMIC HT  -          78.845 (meters)     258.68  (feet)  COMP
 BV0419  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 BV0419
 BV0419  VERT ORDER  -  FIRST     CLASS II
 BV0419
 BV0419.The horizontal coordinates were scaled from a topographic map and have
 BV0419.an estimated accuracy of +/- 6 seconds.
 BV0419
 BV0419.The orthometric height was determined by differential leveling
 BV0419.and adjusted in June 1991.
 BV0419
 BV0419.The geoid height was determined by GEOID03.
 BV0419
 BV0419.The dynamic height is computed by dividing the NAVD 88
 BV0419.geopotential number by the normal gravity value computed on the
 BV0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0419.degrees latitude (g = 980.6199 gals.).
 BV0419
 BV0419.The modeled gravity was interpolated from observed gravity values.
 BV0419
 BV0419;                    North         East    Units  Estimated Accuracy
 BV0419;SPC MS E     -   251,900.      315,050.      MT  (+/- 180 meters Scaled)
 BV0419
 BV0419                          SUPERSEDED SURVEY CONTROL
 BV0419
 BV0419  NGVD 29 (??/??/??)   78.915  (m)          258.91   (f) ADJUSTED    1 2
 BV0419
 BV0419.Superseded values are not recommended for survey control.
 BV0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0419.See file dsdata.txt to determine how the superseded data were derived.
 BV0419
 BV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA414164(NAD 83)
 BV0419_MARKER: DD = SURVEY DISK
 BV0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0419_SP_SET: CONCRETE POST
 BV0419_STAMPING: BM 45V-17 1961
 BV0419_MARK LOGO: MSHD  
 BV0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0419+STABILITY: SURFACE MOTION
 BV0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0419+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0419
 BV0419  HISTORY     - Date     Condition        Report By
 BV0419  HISTORY     - 1961     MONUMENTED       MSHD
 BV0419  HISTORY     - 1964     GOOD             NGS
 BV0419  HISTORY     - 1980     GOOD             NGS
 BV0419  HISTORY     - 19910828 GOOD             MSHD
 BV0419
 BV0419                          STATION DESCRIPTION
 BV0419
 BV0419'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0419'6.25 MI S FROM SHUBUTA.
 BV0419'THE MARK IS LOCATED ABOUT 6 1/4 MILES SOUTH OF SHUBUTA, 6 3/4 MILES
 BV0419'NORTH OF WAYNESBORO, ALONG AND ON THE WEST SIDE OF U.S. HIGHWAY 45 AND
 BV0419'AT AN OLD DUMPING SIGHT MARKED BY TWO NO DUMPING SIGNS.  TO REACH FROM
 BV0419'THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S. HIGHWAY 45 AND MAIN
 BV0419'STREET IN SHUBUTA GO SOUTH ON U.S. 45 FOR 3.6 MILES TO A GRAVEL
 BV0419'CROSSROAD IN THE VILLAGE OF HIWANNEE, CONTINUE SOUTH ON THE HIGHWAY
 BV0419'2.85 MILES TO A DIM WOODS ROAD RIGHT, THE DUMPING SIGHT AND THE MARK
 BV0419'ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK
 BV0419'STAMPED BM 45V-17 1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE
 BV0419'CONCRETE POST PROJECTING 2 INCHES.  IT IS 83.5 FEET WEST OF THE CENTER
 BV0419'OF U.S. 45, 36.1 MILES WEST OF A RIGHT-OF-WAY FENCE, 16 FEET NORTHWEST
 BV0419'OF THE CENTER OF THE WOODS ROAD AND 4 FEET NORTH OF A 14-INCH PINE
 BV0419'TREE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET NORTH OF THE MARK.
 BV0419
 BV0419                          STATION RECOVERY (1964)
 BV0419
 BV0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0419'RECOVERED IN GOOD CONDITION.
 BV0419
 BV0419                          STATION RECOVERY (1980)
 BV0419
 BV0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0419'RECOVERED IN GOOD CONDITION.
 BV0419
 BV0419                          STATION RECOVERY (1991)
 BV0419
 BV0419'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0419'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF SHUBUTA, ON THE
 BV0419'SOUTHWEST SIDE OF U.S. HIGHWAY 45, 6.8 MI (10.9 KM) NORTH-NORTHWEST
 BV0419'OF WAYNESBORO AND IS IN SECTION 3, T 9N, R 7W.
 BV0419'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV0419'ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0419'45 FOR 4.3 MI (6.9 KM) TO A SIDE ROAD LEFT, CONTINUE SOUTH ON U.S.
 BV0419'HIGHWAY 45 FOR 1.05 MI (1.69 KM) TO THE MARK ON THE RIGHT. THE MARK
 BV0419'ALSO CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84
 BV0419'LOCATED 0.2 MI (0.3 KM) NORTHEAST OF THE POST OFFICE IN WAYNESBORO,
 BV0419'BY GOING NORTHWEST ON U.S. HIGHWAY 45 FOR 6.9 MI (11.1 KM) TO A SIDE
 BV0419'ROAD RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.5 MI (0.8 KM) TO
 BV0419'THE MARK ON THE LEFT.
 BV0419'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0419'LEVEL WITH THE HIGHWAY, PROJECTING 1 INCH, 84.5 FT (25.8 M) SOUTHWEST
 BV0419'OF THE CENTER OF HIGHWAY 45, 33.5 FT (10.2 M) SOUTHWEST OF A R.O.W.
 BV0419'FENCE, 30.5 FT (9.3 M) SOUTH-SOUTHWEST OF A 30 INCH OAK AND 1.0 FT
 BV0419'(0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0517 ***********************************************************************
 EG0517  DESIGNATION -  45 V 170 MSHD
 EG0517  PID         -  EG0517
 EG0517  STATE/COUNTY-  MS/LEE
 EG0517  USGS QUAD   -  VERONA (1986)
 EG0517
 EG0517                         *CURRENT SURVEY CONTROL
 EG0517  ___________________________________________________________________
 EG0517* NAD 83(1986)-  34 09 44.     (N)    088 42 49.     (W)     SCALED    
 EG0517* NAVD 88     -        80.101  (meters)     262.80   (feet)  ADJUSTED  
 EG0517  ___________________________________________________________________
 EG0517  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0517  DYNAMIC HT  -          80.020 (meters)     262.53  (feet)  COMP
 EG0517  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 EG0517
 EG0517  VERT ORDER  -  SECOND    CLASS 0
 EG0517
 EG0517.The horizontal coordinates were scaled from a topographic map and have
 EG0517.an estimated accuracy of +/- 6 seconds.
 EG0517
 EG0517.The orthometric height was determined by differential leveling
 EG0517.and adjusted in June 1991.
 EG0517
 EG0517.The geoid height was determined by GEOID03.
 EG0517
 EG0517.The dynamic height is computed by dividing the NAVD 88
 EG0517.geopotential number by the normal gravity value computed on the
 EG0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0517.degrees latitude (g = 980.6199 gals.).
 EG0517
 EG0517.The modeled gravity was interpolated from observed gravity values.
 EG0517
 EG0517;                    North         East    Units  Estimated Accuracy
 EG0517;SPC MS E     -   516,950.      311,040.      MT  (+/- 180 meters Scaled)
 EG0517
 EG0517                          SUPERSEDED SURVEY CONTROL
 EG0517
 EG0517  NGVD 29 (??/??/92)   80.045  (m)          262.61   (f) ADJ UNCH    2 0
 EG0517
 EG0517.Superseded values are not recommended for survey control.
 EG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0517.See file dsdata.txt to determine how the superseded data were derived.
 EG0517
 EG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC420814(NAD 83)
 EG0517_MARKER: DD = SURVEY DISK
 EG0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0517_STAMPING: 45V 170 1964
 EG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0517+STABILITY: SURFACE MOTION
 EG0517
 EG0517  HISTORY     - Date     Condition        Report By
 EG0517  HISTORY     - 1964     MONUMENTED       MSHD
 EG0517  HISTORY     - 1965     GOOD             MSHD
 EG0517  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0517
 EG0517                          STATION DESCRIPTION
 EG0517
 EG0517'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0517'2.15 MI S FROM VERONA.
 EG0517'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0517'HIGHWAY 45 IN VERONA GO SOUTH ON U. S. HIGHWAY 45 FOR 2.15 MILES TO A
 EG0517'GRAVEL CROSSROAD AND A ROAD SIDE PARK ON THE RIGHT, TURN LEFT, EAST
 EG0517'AND GO 0.3 MILE TO THE RAILROAD AND THE MARK ON THE LEFT.  THE MARK IS
 EG0517'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 22.5
 EG0517'FEET EAST OF THE EAST RAIL, 58 FEET NORTH OF THE CENTER OF A GRAVEL
 EG0517'ROAD, 44 FEET WEST OF A POWER POLE, 3 FEET SOUTH OF A TELEPHONE POLE,
 EG0517'52 FEET NORTHWEST OF THE NORTHWEST ABUTMENT OF A BRIDGE, 1.5 FEET
 EG0517'SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND
 EG0517'FLUSH WITH THE GROUND.
 EG0517
 EG0517                          STATION RECOVERY (1983)
 EG0517
 EG0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0517'NOT RECOVERED, AREA OVERGROWN WITH VINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0518 ***********************************************************************
 EG0518  DESIGNATION -  45 V 171 MSHD
 EG0518  PID         -  EG0518
 EG0518  STATE/COUNTY-  MS/LEE
 EG0518  USGS QUAD   -  VERONA (1986)
 EG0518
 EG0518                         *CURRENT SURVEY CONTROL
 EG0518  ___________________________________________________________________
 EG0518* NAD 83(1986)-  34 11 34.     (N)    088 42 34.     (W)     SCALED    
 EG0518* NAVD 88     -        99.159  (meters)     325.32   (feet)  ADJUSTED  
 EG0518  ___________________________________________________________________
 EG0518  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0518  DYNAMIC HT  -          99.059 (meters)     325.00  (feet)  COMP
 EG0518  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 EG0518
 EG0518  VERT ORDER  -  SECOND    CLASS 0
 EG0518
 EG0518.The horizontal coordinates were scaled from a topographic map and have
 EG0518.an estimated accuracy of +/- 6 seconds.
 EG0518
 EG0518.The orthometric height was determined by differential leveling
 EG0518.and adjusted in June 1991.
 EG0518
 EG0518.The geoid height was determined by GEOID03.
 EG0518
 EG0518.The dynamic height is computed by dividing the NAVD 88
 EG0518.geopotential number by the normal gravity value computed on the
 EG0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0518.degrees latitude (g = 980.6199 gals.).
 EG0518
 EG0518.The modeled gravity was interpolated from observed gravity values.
 EG0518
 EG0518;                    North         East    Units  Estimated Accuracy
 EG0518;SPC MS E     -   520,340.      311,420.      MT  (+/- 180 meters Scaled)
 EG0518
 EG0518                          SUPERSEDED SURVEY CONTROL
 EG0518
 EG0518  NGVD 29 (??/??/92)   99.103  (m)          325.14   (f) ADJ UNCH    2 0
 EG0518
 EG0518.Superseded values are not recommended for survey control.
 EG0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0518.See file dsdata.txt to determine how the superseded data were derived.
 EG0518
 EG0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC424848(NAD 83)
 EG0518_MARKER: DD = SURVEY DISK
 EG0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0518_STAMPING: 45V-171 1964
 EG0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0518+STABILITY: SURFACE MOTION
 EG0518
 EG0518  HISTORY     - Date     Condition        Report By
 EG0518  HISTORY     - 1964     MONUMENTED       MSHD
 EG0518  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0518
 EG0518                          STATION DESCRIPTION
 EG0518
 EG0518'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0518'0.6 MI E FROM VERONA.
 EG0518'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U. S.
 EG0518'HIGHWAY 45 IN VERONA, GO EAST ON MAIN STREET TO A FORK AND THE MARK AS
 EG0518'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0518'CONCRETE POST.  IT IS 61 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD,
 EG0518'58 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 17 FEET SOUTHEAST OF A
 EG0518'24 INCH OAK TREE, 2 FEET NORTHWEST OF A 24 INCH OAK TREE, 1.5 FEET
 EG0518'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS AND FLUSH
 EG0518'WITH THE GROUND.
 EG0518
 EG0518                          STATION RECOVERY (1983)
 EG0518
 EG0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0518'NOT RECOVERED, AREA UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0519 ***********************************************************************
 EG0519  DESIGNATION -  45 V 172 MSHD
 EG0519  PID         -  EG0519
 EG0519  STATE/COUNTY-  MS/LEE
 EG0519  USGS QUAD   -  VERONA (1986)
 EG0519
 EG0519                         *CURRENT SURVEY CONTROL
 EG0519  ___________________________________________________________________
 EG0519* NAD 83(1986)-  34 12 22.     (N)    088 43 06.     (W)     SCALED    
 EG0519* NAVD 88     -       100.118  (meters)     328.47   (feet)  ADJUSTED  
 EG0519  ___________________________________________________________________
 EG0519  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0519  DYNAMIC HT  -         100.017 (meters)     328.14  (feet)  COMP
 EG0519  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 EG0519
 EG0519  VERT ORDER  -  FIRST     CLASS II
 EG0519
 EG0519.The horizontal coordinates were scaled from a topographic map and have
 EG0519.an estimated accuracy of +/- 6 seconds.
 EG0519
 EG0519.The orthometric height was determined by differential leveling
 EG0519.and adjusted in June 1991.
 EG0519.WARNING-Repeat measurements at this control monument indicate possible
 EG0519.vertical movement.
 EG0519
 EG0519.The geoid height was determined by GEOID03.
 EG0519
 EG0519.The dynamic height is computed by dividing the NAVD 88
 EG0519.geopotential number by the normal gravity value computed on the
 EG0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0519.degrees latitude (g = 980.6199 gals.).
 EG0519
 EG0519.The modeled gravity was interpolated from observed gravity values.
 EG0519
 EG0519;                    North         East    Units  Estimated Accuracy
 EG0519;SPC MS E     -   521,820.      310,600.      MT  (+/- 180 meters Scaled)
 EG0519
 EG0519                          SUPERSEDED SURVEY CONTROL
 EG0519
 EG0519  NGVD 29 (??/??/92)  100.076  (m)          328.33   (f) ADJ UNCH    1 2
 EG0519
 EG0519.Superseded values are not recommended for survey control.
 EG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0519.See file dsdata.txt to determine how the superseded data were derived.
 EG0519
 EG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC416863(NAD 83)
 EG0519_MARKER: DD = SURVEY DISK
 EG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0519_STAMPING: 45V-172 1964
 EG0519_MARK LOGO: MSHD  
 EG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0519+STABILITY: SURFACE MOTION
 EG0519
 EG0519  HISTORY     - Date     Condition        Report By
 EG0519  HISTORY     - 1964     MONUMENTED       MSHD
 EG0519  HISTORY     - 1968     GOOD             MSHD
 EG0519  HISTORY     - 1983     GOOD             NGS
 EG0519
 EG0519                          STATION DESCRIPTION
 EG0519
 EG0519'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EG0519'0.9 MI N FROM VERONA.
 EG0519'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U.S.
 EG0519'HIGHWAY 45 IN VERONA GO NORTH ON HIGHWAY 45 FOR 0.85 MILE TO A STREET
 EG0519'ON THE RIGHT, TURN RIGHT, EAST AND GO 0.1 MILE TO THE G.M. AND O.
 EG0519'RAILROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 EG0519'OF A 12 INCH ROUND, CONCRETE POST.  IT IS 45 FEET WEST OF THE WEST
 EG0519'RAIL, 22 FEET SOUTH OF THE CENTER OF A GRAVEL STREET, 20 FEET
 EG0519'SOUTHWEST OF A TELEPHONE LINE POLE, 5 FEET SOUTH OF A CYCLONE FENCE
 EG0519'CORNER POST, 2 FEET EAST OF A FENCE, 55 FEET SOUTHWEST OF THE CENTER
 EG0519'OF THE CROSSING, 1.5 FEET WEST OF A METAL WITNESS POST, 4 FEET ABOVE
 EG0519'THE LEVEL OF THE TRACK AND FLUSH WITH THE GROUND.
 EG0519
 EG0519                          STATION RECOVERY (1983)
 EG0519
 EG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0526 ***********************************************************************
 EG0526  DESIGNATION -  45 V 173 MSHD
 EG0526  PID         -  EG0526
 EG0526  STATE/COUNTY-  MS/LEE
 EG0526  USGS QUAD   -  VERONA (1986)
 EG0526
 EG0526                         *CURRENT SURVEY CONTROL
 EG0526  ___________________________________________________________________
 EG0526* NAD 83(1986)-  34 13 15.     (N)    088 43 10.     (W)     SCALED    
 EG0526* NAVD 88     -        93.363  (meters)     306.31   (feet)  ADJUSTED  
 EG0526  ___________________________________________________________________
 EG0526  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0526  DYNAMIC HT  -          93.269 (meters)     306.00  (feet)  COMP
 EG0526  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 EG0526
 EG0526  VERT ORDER  -  SECOND    CLASS 0
 EG0526
 EG0526.The horizontal coordinates were scaled from a topographic map and have
 EG0526.an estimated accuracy of +/- 6 seconds.
 EG0526
 EG0526.The orthometric height was determined by differential leveling
 EG0526.and adjusted in June 1991.
 EG0526
 EG0526.The geoid height was determined by GEOID03.
 EG0526
 EG0526.The dynamic height is computed by dividing the NAVD 88
 EG0526.geopotential number by the normal gravity value computed on the
 EG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0526.degrees latitude (g = 980.6199 gals.).
 EG0526
 EG0526.The modeled gravity was interpolated from observed gravity values.
 EG0526
 EG0526;                    North         East    Units  Estimated Accuracy
 EG0526;SPC MS E     -   523,450.      310,490.      MT  (+/- 180 meters Scaled)
 EG0526
 EG0526                          SUPERSEDED SURVEY CONTROL
 EG0526
 EG0526  NGVD 29 (??/??/92)   93.306  (m)          306.12   (f) ADJ UNCH    2 0
 EG0526
 EG0526.Superseded values are not recommended for survey control.
 EG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0526.See file dsdata.txt to determine how the superseded data were derived.
 EG0526
 EG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC416879(NAD 83)
 EG0526_MARKER: DD = SURVEY DISK
 EG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0526_STAMPING: 45V-173 1964
 EG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0526+STABILITY: SURFACE MOTION
 EG0526
 EG0526  HISTORY     - Date     Condition        Report By
 EG0526  HISTORY     - 1964     MONUMENTED       MSHD
 EG0526  HISTORY     - 1968     GOOD             MSHD
 EG0526  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0526
 EG0526                          STATION DESCRIPTION
 EG0526
 EG0526'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EG0526'2.8 MI S FROM TUPELO.
 EG0526'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO, GO WEST ON WEST
 EG0526'MAIN STREET FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 45, TURN
 EG0526'LEFT, SOUTH AND GO 2.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS A
 EG0526'DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 68 FEET
 EG0526'EAST OF THE CENTER LINE OF HIGHWAY 45, 8 FEET EAST OF A T FENCE
 EG0526'INTERSECTION, 8 FEET EAST OF A FENCE, 3 FEET NORTH OF A FENCE, 4 FEET
 EG0526'WEST OF A POWER POLE (NO. 77), 9 FEET EAST OF A RIGHT-OF-WAY MARKER,
 EG0526'1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 EG0526
 EG0526                          STATION RECOVERY (1983)
 EG0526
 EG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0526'NOT RECOVERED, APPEARS TO HAVE BEEN KNOCKED OUT BY THE CONSTRUCTION OF
 EG0526'A CAR DEALERSHIP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0520 ***********************************************************************
 EG0520  DESIGNATION -  45 V 174 MSHD
 EG0520  PID         -  EG0520
 EG0520  STATE/COUNTY-  MS/LEE
 EG0520  USGS QUAD   -  VERONA (1986)
 EG0520
 EG0520                         *CURRENT SURVEY CONTROL
 EG0520  ___________________________________________________________________
 EG0520* NAD 83(1986)-  34 12 49.     (N)    088 42 57.     (W)     SCALED    
 EG0520* NAVD 88     -        91.048  (meters)     298.71   (feet)  ADJUSTED  
 EG0520  ___________________________________________________________________
 EG0520  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0520  DYNAMIC HT  -          90.957 (meters)     298.41  (feet)  COMP
 EG0520  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 EG0520
 EG0520  VERT ORDER  -  SECOND    CLASS 0
 EG0520
 EG0520.The horizontal coordinates were scaled from a topographic map and have
 EG0520.an estimated accuracy of +/- 6 seconds.
 EG0520
 EG0520.The orthometric height was determined by differential leveling
 EG0520.and adjusted in June 1991.
 EG0520
 EG0520.The geoid height was determined by GEOID03.
 EG0520
 EG0520.The dynamic height is computed by dividing the NAVD 88
 EG0520.geopotential number by the normal gravity value computed on the
 EG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0520.degrees latitude (g = 980.6199 gals.).
 EG0520
 EG0520.The modeled gravity was interpolated from observed gravity values.
 EG0520
 EG0520;                    North         East    Units  Estimated Accuracy
 EG0520;SPC MS E     -   522,650.      310,830.      MT  (+/- 180 meters Scaled)
 EG0520
 EG0520                          SUPERSEDED SURVEY CONTROL
 EG0520
 EG0520  NGVD 29 (??/??/92)   90.991  (m)          298.53   (f) ADJ UNCH    2 0
 EG0520
 EG0520.Superseded values are not recommended for survey control.
 EG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0520.See file dsdata.txt to determine how the superseded data were derived.
 EG0520
 EG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC419871(NAD 83)
 EG0520_MARKER: DD = SURVEY DISK
 EG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0520_STAMPING: 45V-174 1964
 EG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0520+STABILITY: SURFACE MOTION
 EG0520
 EG0520  HISTORY     - Date     Condition        Report By
 EG0520  HISTORY     - 1964     MONUMENTED       MSHD
 EG0520  HISTORY     - 1968     GOOD             MSHD
 EG0520  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0520
 EG0520                          STATION DESCRIPTION
 EG0520
 EG0520'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EG0520'1.6 MI N FROM VERONA.
 EG0520'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND U.S.
 EG0520'HIGHWAY 45 IN VERONA GO NORTH ON HIGHWAY 45 FOR 1.4 MILES TO THE
 EG0520'SUNSHINE CRAIN CO. ON THE RIGHT, TURN RIGHT, EAST AND GO 0.2 MILE TO
 EG0520'THE GM AND O RAILROAD AND THE MARK AS DESCRIBED.  THE MARK IS A DISK
 EG0520'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 26.5 FEET
 EG0520'EAST OF THE EAST RAIL, 60 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 EG0520'GRAVEL ROAD AND A FIELD ROAD LEADING NORTH, 19.5 FEET SOUTH OF A
 EG0520'TELEPHONE LINE POLE, APPROXIMATELY 500 FEET EAST OF A GRAIN ELEVATOR
 EG0520'BELONGING TO THE SUNSHINE GRAIN CO., 1.5 FEET NORTHWEST OF A METAL
 EG0520'WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK AND FLUSH WITH THE
 EG0520'GROUND.
 EG0520
 EG0520                          STATION RECOVERY (1983)
 EG0520
 EG0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0520'NOT RECOVERED, ROAD NO LONGER GOES THROUGH TO RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0525 ***********************************************************************
 EG0525  DESIGNATION -  45 V 175 MSHD
 EG0525  PID         -  EG0525
 EG0525  STATE/COUNTY-  MS/LEE
 EG0525  USGS QUAD   -  VERONA (1986)
 EG0525
 EG0525                         *CURRENT SURVEY CONTROL
 EG0525  ___________________________________________________________________
 EG0525* NAD 83(1986)-  34 13 22.     (N)    088 42 31.     (W)     SCALED    
 EG0525* NAVD 88     -        86.489  (meters)     283.76   (feet)  ADJUSTED  
 EG0525  ___________________________________________________________________
 EG0525  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0525  DYNAMIC HT  -          86.403 (meters)     283.47  (feet)  COMP
 EG0525  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 EG0525
 EG0525  VERT ORDER  -  SECOND    CLASS 0
 EG0525
 EG0525.The horizontal coordinates were scaled from a topographic map and have
 EG0525.an estimated accuracy of +/- 6 seconds.
 EG0525
 EG0525.The orthometric height was determined by differential leveling
 EG0525.and adjusted in June 1991.
 EG0525
 EG0525.The geoid height was determined by GEOID03.
 EG0525
 EG0525.The dynamic height is computed by dividing the NAVD 88
 EG0525.geopotential number by the normal gravity value computed on the
 EG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0525.degrees latitude (g = 980.6199 gals.).
 EG0525
 EG0525.The modeled gravity was interpolated from observed gravity values.
 EG0525
 EG0525;                    North         East    Units  Estimated Accuracy
 EG0525;SPC MS E     -   523,670.      311,490.      MT  (+/- 180 meters Scaled)
 EG0525
 EG0525                          SUPERSEDED SURVEY CONTROL
 EG0525
 EG0525  NGVD 29 (??/??/92)   86.432  (m)          283.57   (f) ADJ UNCH    2 0
 EG0525
 EG0525.Superseded values are not recommended for survey control.
 EG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0525.See file dsdata.txt to determine how the superseded data were derived.
 EG0525
 EG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC426881(NAD 83)
 EG0525_MARKER: DD = SURVEY DISK
 EG0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0525_STAMPING: 45V-175 1964
 EG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0525+STABILITY: SURFACE MOTION
 EG0525
 EG0525  HISTORY     - Date     Condition        Report By
 EG0525  HISTORY     - 1964     MONUMENTED       MSHD
 EG0525  HISTORY     - 1968     GOOD             MSHD
 EG0525  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0525
 EG0525                          STATION DESCRIPTION
 EG0525
 EG0525'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EG0525'3.25 MI S FROM TUPELO.
 EG0525'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 6 AND U.S.
 EG0525'HIGHWAY 45 IN TUPELO GO SOUTH ON HIGHWAY 45 FOR 2.85 MILES TO THE
 EG0525'MATTOX RADIO AND TV SERVICE BUILDING AND A PRIVATE ROAD ON THE LEFT,
 EG0525'TURN LEFT, EAST AND GO 0.4 MILE TO THE G.M. AND O. RAILROAD AND THE
 EG0525'MARK APPROXIMATELY 0.4 MILE NORTH ALONG THE TRACK.  THE MARK IS A DISK
 EG0525'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 22 FEET EAST
 EG0525'OF THE EAST RAIL OF THE G.M. AND O. RAILROAD AT A DIM FIELD ROAD
 EG0525'CROSSING, 27 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 14 FEET
 EG0525'SOUTH OF THE CENTER OF THE FIELD ROAD, 67.5 FEET SOUTHEAST AND ACROSS
 EG0525'THE TRACK FROM TELEGRAPH POLE NO. 4174, 2 FEET EAST OF A TELEPHONE
 EG0525'LINE POLE, 2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE
 EG0525'LEVEL OF THE TRACK AND PROJECTS 2 INCHES.
 EG0525
 EG0525                          STATION RECOVERY (1983)
 EG0525
 EG0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0525'NOT RECOVERED, NO LONGER A THROUGH ROAD, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0527 ***********************************************************************
 EG0527  DESIGNATION -  45 V 176 MSHD
 EG0527  PID         -  EG0527
 EG0527  STATE/COUNTY-  MS/LEE
 EG0527  USGS QUAD   -  VERONA (1986)
 EG0527
 EG0527                         *CURRENT SURVEY CONTROL
 EG0527  ___________________________________________________________________
 EG0527* NAD 83(1986)-  34 14 06.     (N)    088 42 23.     (W)     SCALED    
 EG0527* NAVD 88     -        78.602  (meters)     257.88   (feet)  ADJUSTED  
 EG0527  ___________________________________________________________________
 EG0527  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0527  DYNAMIC HT  -          78.523 (meters)     257.62  (feet)  COMP
 EG0527  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 EG0527
 EG0527  VERT ORDER  -  SECOND    CLASS 0
 EG0527
 EG0527.The horizontal coordinates were scaled from a topographic map and have
 EG0527.an estimated accuracy of +/- 6 seconds.
 EG0527
 EG0527.The orthometric height was determined by differential leveling
 EG0527.and adjusted in June 1991.
 EG0527
 EG0527.The geoid height was determined by GEOID03.
 EG0527
 EG0527.The dynamic height is computed by dividing the NAVD 88
 EG0527.geopotential number by the normal gravity value computed on the
 EG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0527.degrees latitude (g = 980.6199 gals.).
 EG0527
 EG0527.The modeled gravity was interpolated from observed gravity values.
 EG0527
 EG0527;                    North         East    Units  Estimated Accuracy
 EG0527;SPC MS E     -   525,020.      311,700.      MT  (+/- 180 meters Scaled)
 EG0527
 EG0527                          SUPERSEDED SURVEY CONTROL
 EG0527
 EG0527  NGVD 29 (??/??/92)   78.545  (m)          257.69   (f) ADJ UNCH    2 0
 EG0527
 EG0527.Superseded values are not recommended for survey control.
 EG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0527.See file dsdata.txt to determine how the superseded data were derived.
 EG0527
 EG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC428895(NAD 83)
 EG0527_MARKER: DD = SURVEY DISK
 EG0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0527_STAMPING: 45V-176 1964
 EG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0527+STABILITY: SURFACE MOTION
 EG0527
 EG0527  HISTORY     - Date     Condition        Report By
 EG0527  HISTORY     - 1964     MONUMENTED       MSHD
 EG0527  HISTORY     - 1965     GOOD             MSHD
 EG0527  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0527
 EG0527                          STATION DESCRIPTION
 EG0527
 EG0527'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0527'1.75 MI SE FROM TUPELO.
 EG0527'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO EAST ON MAIN
 EG0527'STREET ONE BLOCK TO GREEN STREET, TURN RIGHT, SOUTH AND GO 1.6 MILES
 EG0527'TO THE HOERNER BOXES, INC. BUILDING ON THE LEFT AND A DRIVEWAY ON THE
 EG0527'LEFT, TURN LEFT, EAST AND GO 0.15 MILE TO THE RAILROAD AND THE MARK AS
 EG0527'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0527'CONCRETE POST.  IT IS 15 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 EG0527'12 FEET EAST OF THE EAST RAIL OF A SWITCH TRACK, 53 FEET SOUTHEAST OF
 EG0527'TELEGRAPH POLE NO. 4143 LEADING TO THE HOERNER BOXES, INC. BUILDING, 1
 EG0527'FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 EG0527'MAIN TRACK AND FLUSH WITH THE GROUND.
 EG0527
 EG0527                          STATION RECOVERY (1983)
 EG0527
 EG0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0527'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0528 ***********************************************************************
 EG0528  DESIGNATION -  45 V 177 MSHD
 EG0528  PID         -  EG0528
 EG0528  STATE/COUNTY-  MS/LEE
 EG0528  USGS QUAD   -  VERONA (1986)
 EG0528
 EG0528                         *CURRENT SURVEY CONTROL
 EG0528  ___________________________________________________________________
 EG0528* NAD 83(1986)-  34 14 39.     (N)    088 42 17.     (W)     SCALED    
 EG0528* NAVD 88     -        79.444  (meters)     260.64   (feet)  ADJUSTED  
 EG0528  ___________________________________________________________________
 EG0528  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0528  DYNAMIC HT  -          79.364 (meters)     260.38  (feet)  COMP
 EG0528  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 EG0528
 EG0528  VERT ORDER  -  SECOND    CLASS 0
 EG0528
 EG0528.The horizontal coordinates were scaled from a topographic map and have
 EG0528.an estimated accuracy of +/- 6 seconds.
 EG0528
 EG0528.The orthometric height was determined by differential leveling
 EG0528.and adjusted in June 1991.
 EG0528
 EG0528.The geoid height was determined by GEOID03.
 EG0528
 EG0528.The dynamic height is computed by dividing the NAVD 88
 EG0528.geopotential number by the normal gravity value computed on the
 EG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0528.degrees latitude (g = 980.6199 gals.).
 EG0528
 EG0528.The modeled gravity was interpolated from observed gravity values.
 EG0528
 EG0528;                    North         East    Units  Estimated Accuracy
 EG0528;SPC MS E     -   526,040.      311,850.      MT  (+/- 180 meters Scaled)
 EG0528
 EG0528                          SUPERSEDED SURVEY CONTROL
 EG0528
 EG0528  NGVD 29 (??/??/92)   79.386  (m)          260.45   (f) ADJ UNCH    2 0
 EG0528
 EG0528.Superseded values are not recommended for survey control.
 EG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0528.See file dsdata.txt to determine how the superseded data were derived.
 EG0528
 EG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC430905(NAD 83)
 EG0528_MARKER: DD = SURVEY DISK
 EG0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0528_STAMPING: 45V-177 1964
 EG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0528+STABILITY: SURFACE MOTION
 EG0528
 EG0528  HISTORY     - Date     Condition        Report By
 EG0528  HISTORY     - 1964     MONUMENTED       MSHD
 EG0528  HISTORY     - 1965     GOOD             MSHD
 EG0528  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0528  HISTORY     - 1985     GOOD             MSU
 EG0528
 EG0528                          STATION DESCRIPTION
 EG0528
 EG0528'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0528'1.1 MI SE FROM TUPELO.
 EG0528'TO REACH THE MARK FROM THE POST OFFICE IN TUPELO GO EAST ON MAIN
 EG0528'STREET FOR ONE BLOCK TO GREEN STREET, TURN RIGHT, SOUTH AND GO 0.9
 EG0528'MILE TO A STREET ON THE LEFT, JUST SOUTH OF THE DAY-BRITE LIGHTING
 EG0528'PLANT, TURN LEFT, EAST AND GO 0.2 MILE TO THE RAILROAD AND THE MARK.
 EG0528'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0528'IT IS 37.5 FEET EAST OF THE EAST RAIL, 42 FEET EAST OF THE CENTER OF
 EG0528'THE CROSSING, 14 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 45 FEET
 EG0528'SOUTHWEST OF POWER POLE NO. 22 A, 29 FEET NORTHWEST OF POWER POLE NO.
 EG0528'23, 38 FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS
 EG0528'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 1 INCH.
 EG0528
 EG0528                          STATION RECOVERY (1983)
 EG0528
 EG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0528'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD CONSTRUCTION.
 EG0528
 EG0528                          STATION RECOVERY (1985)
 EG0528
 EG0528'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 EG0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0529 ***********************************************************************
 EG0529  DESIGNATION -  45 V 178 MSHD
 EG0529  PID         -  EG0529
 EG0529  STATE/COUNTY-  MS/LEE
 EG0529  USGS QUAD   -  VERONA (1986)
 EG0529
 EG0529                         *CURRENT SURVEY CONTROL
 EG0529  ___________________________________________________________________
 EG0529* NAD 83(1986)-  34 14 24.     (N)    088 41 40.     (W)     SCALED    
 EG0529* NAVD 88     -        78.345  (meters)     257.04   (feet)  ADJUSTED  
 EG0529  ___________________________________________________________________
 EG0529  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0529  DYNAMIC HT  -          78.266 (meters)     256.78  (feet)  COMP
 EG0529  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 EG0529
 EG0529  VERT ORDER  -  SECOND    CLASS 0
 EG0529
 EG0529.The horizontal coordinates were scaled from a topographic map and have
 EG0529.an estimated accuracy of +/- 6 seconds.
 EG0529
 EG0529.The orthometric height was determined by differential leveling
 EG0529.and adjusted in June 1991.
 EG0529
 EG0529.The geoid height was determined by GEOID03.
 EG0529
 EG0529.The dynamic height is computed by dividing the NAVD 88
 EG0529.geopotential number by the normal gravity value computed on the
 EG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0529.degrees latitude (g = 980.6199 gals.).
 EG0529
 EG0529.The modeled gravity was interpolated from observed gravity values.
 EG0529
 EG0529;                    North         East    Units  Estimated Accuracy
 EG0529;SPC MS E     -   525,580.      312,790.      MT  (+/- 180 meters Scaled)
 EG0529
 EG0529                          SUPERSEDED SURVEY CONTROL
 EG0529
 EG0529  NGVD 29 (??/??/92)   78.287  (m)          256.85   (f) ADJ UNCH    2 0
 EG0529
 EG0529.Superseded values are not recommended for survey control.
 EG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0529.See file dsdata.txt to determine how the superseded data were derived.
 EG0529
 EG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC439900(NAD 83)
 EG0529_MARKER: DD = SURVEY DISK
 EG0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0529_SP_SET: TRESSLE
 EG0529_STAMPING: 45V-178 1964
 EG0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0529
 EG0529  HISTORY     - Date     Condition        Report By
 EG0529  HISTORY     - 1964     MONUMENTED       MSHD
 EG0529  HISTORY     - 1965     GOOD             MSHD
 EG0529  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0529
 EG0529                          STATION DESCRIPTION
 EG0529
 EG0529'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0529'1.3 MI SE FROM TUPELO.
 EG0529'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE WEST END OF
 EG0529'THE NORTHWEST ABUTMENT OF A TRESSLE OVER TOWN CREEK, 7.0 FEET
 EG0529'SOUTHWEST OF THE SOUTHWEST RAIL AT BRIDGE NO. 589.5 APPROXIMATELY 1.5
 EG0529'MILES SOUTHEAST OF THE RAILWAY STATION ALONG THE FRISCO RAILROAD AND 6
 EG0529'FEET BELOW THE LEVEL OF THE TRACK.
 EG0529
 EG0529                          STATION RECOVERY (1983)
 EG0529
 EG0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0529'NOT RECOVERED, BRIDGE TAKEN OUT BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0530 ***********************************************************************
 EG0530  DESIGNATION -  45 V 179 MSHD
 EG0530  PID         -  EG0530
 EG0530  STATE/COUNTY-  MS/LEE
 EG0530  USGS QUAD   -  TUPELO (1982)
 EG0530
 EG0530                         *CURRENT SURVEY CONTROL
 EG0530  ___________________________________________________________________
 EG0530* NAD 83(1986)-  34 15 08.     (N)    088 42 16.     (W)     SCALED    
 EG0530* NAVD 88     -        81.013  (meters)     265.79   (feet)  ADJUSTED  
 EG0530  ___________________________________________________________________
 EG0530  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0530  DYNAMIC HT  -          80.932 (meters)     265.52  (feet)  COMP
 EG0530  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 EG0530
 EG0530  VERT ORDER  -  SECOND    CLASS 0
 EG0530
 EG0530.The horizontal coordinates were scaled from a topographic map and have
 EG0530.an estimated accuracy of +/- 6 seconds.
 EG0530
 EG0530.The orthometric height was determined by differential leveling
 EG0530.and adjusted in June 1991.
 EG0530
 EG0530.The geoid height was determined by GEOID03.
 EG0530
 EG0530.The dynamic height is computed by dividing the NAVD 88
 EG0530.geopotential number by the normal gravity value computed on the
 EG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0530.degrees latitude (g = 980.6199 gals.).
 EG0530
 EG0530.The modeled gravity was interpolated from observed gravity values.
 EG0530
 EG0530;                    North         East    Units  Estimated Accuracy
 EG0530;SPC MS E     -   526,930.      311,870.      MT  (+/- 180 meters Scaled)
 EG0530
 EG0530                          SUPERSEDED SURVEY CONTROL
 EG0530
 EG0530  NGVD 29 (??/??/92)   80.955  (m)          265.60   (f) ADJ UNCH    2 0
 EG0530
 EG0530.Superseded values are not recommended for survey control.
 EG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0530.See file dsdata.txt to determine how the superseded data were derived.
 EG0530
 EG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC430914(NAD 83)
 EG0530_MARKER: DD = SURVEY DISK
 EG0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0530_STAMPING: 45V-179 1964
 EG0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0530+STABILITY: SURFACE MOTION
 EG0530
 EG0530  HISTORY     - Date     Condition        Report By
 EG0530  HISTORY     - 1964     MONUMENTED       MSHD
 EG0530  HISTORY     - 1965     GOOD             MSHD
 EG0530  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0530  HISTORY     - 1985     GOOD             MSU
 EG0530
 EG0530                          STATION DESCRIPTION
 EG0530
 EG0530'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0530'0.15 MI S FROM TUPELO.
 EG0530'TO REACH THE MARK FROM THE RAILWAY STATION IN TUPELO GO SOUTH ON SOUTH
 EG0530'SPRING STREET FOR 0.15 MILE TO ELLIOTT STREET AND THE MARK ON THE
 EG0530'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0530'POST.  IT IS 55 FEET EAST OF THE CENTER OF SOUTH SPRING STREET, 11
 EG0530'FEET SOUTH OF THE CENTER OF ELLIOTT STREET, 93 FEET WEST OF THE WEST
 EG0530'RAIL OF THE GM AND O RAILROAD, 35 FEET EAST OF A POWER POLE, 1.0 FOOT
 EG0530'SOUTH OF A GUY POLE, 3 FEET NORTH OF A NET WIRE FENCE WITH A CONCRETE
 EG0530'BASE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL
 EG0530'OF ELLIOTT STREET AND FLUSH WITH THE GROUND.
 EG0530
 EG0530                          STATION RECOVERY (1983)
 EG0530
 EG0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0530'SEARCHED FOR, BUT NOT RECOVERED.
 EG0530
 EG0530                          STATION RECOVERY (1985)
 EG0530
 EG0530'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 EG0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0420 ***********************************************************************
 BV0420  DESIGNATION -  45 V 18 MSHD
 BV0420  PID         -  BV0420
 BV0420  STATE/COUNTY-  MS/WAYNE
 BV0420  USGS QUAD   -  SHUBUTA (1964)
 BV0420
 BV0420                         *CURRENT SURVEY CONTROL
 BV0420  ___________________________________________________________________
 BV0420* NAD 83(1986)-  31 47 06.     (N)    088 40 42.     (W)     SCALED    
 BV0420* NAVD 88     -        58.267  (meters)     191.16   (feet)  POSTED    
 BV0420  ___________________________________________________________________
 BV0420  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV0420  DYNAMIC HT  -          58.200 (meters)     190.94  (feet)  COMP
 BV0420  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BV0420
 BV0420  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BV0420
 BV0420.The horizontal coordinates were scaled from a topographic map and have
 BV0420.an estimated accuracy of +/- 6 seconds.
 BV0420
 BV0420.The orthometric height was determined by differential leveling
 BV0420.and adjusted by the  in 1992.
 BV0420.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BV0420.rate of 3.1 thru 4.0 mm/km.
 BV0420
 BV0420.The geoid height was determined by GEOID03.
 BV0420
 BV0420.The dynamic height is computed by dividing the NAVD 88
 BV0420.geopotential number by the normal gravity value computed on the
 BV0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0420.degrees latitude (g = 980.6199 gals.).
 BV0420
 BV0420.The modeled gravity was interpolated from observed gravity values.
 BV0420
 BV0420;                    North         East    Units  Estimated Accuracy
 BV0420;SPC MS E     -   253,320.      314,680.      MT  (+/- 180 meters Scaled)
 BV0420
 BV0420                          SUPERSEDED SURVEY CONTROL
 BV0420
 BV0420  NGVD 29 (??/??/??)   58.28   (m)          191.2    (f) RESET       3  
 BV0420
 BV0420.Superseded values are not recommended for survey control.
 BV0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0420.See file dsdata.txt to determine how the superseded data were derived.
 BV0420
 BV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA410178(NAD 83)
 BV0420_MARKER: DD = SURVEY DISK
 BV0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0420_STAMPING: BM 45V-18 1961
 BV0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0420+STABILITY: SURFACE MOTION
 BV0420
 BV0420  HISTORY     - Date     Condition        Report By
 BV0420  HISTORY     - 1961     MONUMENTED       MSHD
 BV0420  HISTORY     - 1964     GOOD             NGS
 BV0420  HISTORY     - 1980     MARK NOT FOUND   NGS
 BV0420
 BV0420                          STATION DESCRIPTION
 BV0420
 BV0420'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0420'5.25 MI S FROM SHUBUTA.
 BV0420'THE MARK IS LOCATED ABOUT 5 1/4 MILES SOUTH OF SHUBUTA, 7 1/2 MILES
 BV0420'NORTH OF WAYNESBORO, ALONG AND ON THE EAST SIDE OF U.S. HIGHWAY 45 AND
 BV0420'AT THE WEST EDGE OF A HEAVILY WOODED AREA.  TO REACH FROM THE TRAFFIC
 BV0420'LIGHT AT THE INTERSECTION OF U.S. 45 AND MAIN STREET IN SHUBUTA GO
 BV0420'SOUTH ON U.S. 45 FOR 3.6 MILES TO A GRAVEL CROSSROAD IN THE VILLAGE OF
 BV0420'HIWANNEE, CONTINUE ON U.S. 45 FOR 1.85 MILES TO A GRAVEL ROAD LEFT AND
 BV0420'THE MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION. THE MARK IS A
 BV0420'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-18 1961 AND SET IN
 BV0420'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES. IT IS
 BV0420'60.9 FEET EAST OF THE CENTER OF THE HIGHWAY, 30.5 FEET SOUTHEAST OF A
 BV0420'METAL GASLINE CAUTION SIGN AND 26 FEET SOUTH OF THE CENTER OF THE
 BV0420'GRAVEL ROAD.  A METAL WITNESS SIGNPOST WAS SET 2 FEET NORTH OF THE
 BV0420'MARK.
 BV0420
 BV0420                          STATION RECOVERY (1964)
 BV0420
 BV0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0420'RECOVERED IN GOOD CONDITION.
 BV0420
 BV0420                          STATION RECOVERY (1980)
 BV0420
 BV0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0550 ***********************************************************************
 EG0550  DESIGNATION -  45 V 180 MSHD
 EG0550  PID         -  EG0550
 EG0550  STATE/COUNTY-  MS/LEE
 EG0550  USGS QUAD   -  TUPELO (1982)
 EG0550
 EG0550                         *CURRENT SURVEY CONTROL
 EG0550  ___________________________________________________________________
 EG0550* NAD 83(1986)-  34 15 26.     (N)    088 41 47.     (W)     SCALED    
 EG0550* NAVD 88     -        78.438  (meters)     257.34   (feet)  ADJUSTED  
 EG0550  ___________________________________________________________________
 EG0550  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0550  DYNAMIC HT  -          78.359 (meters)     257.08  (feet)  COMP
 EG0550  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EG0550
 EG0550  VERT ORDER  -  SECOND    CLASS 0
 EG0550
 EG0550.The horizontal coordinates were scaled from a topographic map and have
 EG0550.an estimated accuracy of +/- 6 seconds.
 EG0550
 EG0550.The orthometric height was determined by differential leveling
 EG0550.and adjusted in June 1991.
 EG0550
 EG0550.The geoid height was determined by GEOID03.
 EG0550
 EG0550.The dynamic height is computed by dividing the NAVD 88
 EG0550.geopotential number by the normal gravity value computed on the
 EG0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0550.degrees latitude (g = 980.6199 gals.).
 EG0550
 EG0550.The modeled gravity was interpolated from observed gravity values.
 EG0550
 EG0550;                    North         East    Units  Estimated Accuracy
 EG0550;SPC MS E     -   527,490.      312,610.      MT  (+/- 180 meters Scaled)
 EG0550
 EG0550                          SUPERSEDED SURVEY CONTROL
 EG0550
 EG0550  NGVD 29 (??/??/92)   78.378  (m)          257.15   (f) ADJ UNCH    2 0
 EG0550
 EG0550.Superseded values are not recommended for survey control.
 EG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0550.See file dsdata.txt to determine how the superseded data were derived.
 EG0550
 EG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC438919(NAD 83)
 EG0550_MARKER: DB = BENCH MARK DISK
 EG0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0550_STAMPING: 45V-180 1964
 EG0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0550+STABILITY: SURFACE MOTION
 EG0550
 EG0550  HISTORY     - Date     Condition        Report By
 EG0550  HISTORY     - 1964     MONUMENTED       MSHD
 EG0550  HISTORY     - 1965     GOOD             MSHD
 EG0550  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0550
 EG0550                          STATION DESCRIPTION
 EG0550
 EG0550'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0550'0.65 MI E FROM TUPELO.
 EG0550'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON MAIN
 EG0550'STREET FOR 0.65 MILE TO SUB STATION AND THE MARK ON THE RIGHT. THE
 EG0550'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 EG0550'67 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 78, 40 FEET WEST OF
 EG0550'THE CENTER OF A DRIVEWAY LEADING TO THE POWER SUB STATION, 7 FEET
 EG0550'SOUTHWEST OF A POWER POLE, 7 FEET NORTHEAST OF A POWER POLE, 2 FEET
 EG0550'SOUTHWEST OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF HIGHWAY
 EG0550'78 AND PROJECTS 3 INCHES.
 EG0550
 EG0550                          STATION RECOVERY (1983)
 EG0550
 EG0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0550'NOT RECOVERED, PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0551 ***********************************************************************
 EG0551  DESIGNATION -  45 V 181
 EG0551  PID         -  EG0551
 EG0551  STATE/COUNTY-  MS/LEE
 EG0551  USGS QUAD   -  TUPELO (1982)
 EG0551
 EG0551                         *CURRENT SURVEY CONTROL
 EG0551  ___________________________________________________________________
 EG0551* NAD 83(1986)-  34 15 27.     (N)    088 41 06.     (W)     SCALED    
 EG0551* NAVD 88     -        79.570  (meters)     261.06   (feet)  ADJUSTED  
 EG0551  ___________________________________________________________________
 EG0551  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0551  DYNAMIC HT  -          79.491 (meters)     260.80  (feet)  COMP
 EG0551  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 EG0551
 EG0551  VERT ORDER  -  SECOND    CLASS 0
 EG0551
 EG0551.The horizontal coordinates were scaled from a topographic map and have
 EG0551.an estimated accuracy of +/- 6 seconds.
 EG0551
 EG0551.The orthometric height was determined by differential leveling
 EG0551.and adjusted in June 1991.
 EG0551
 EG0551.Photographs are available for this station.
 EG0551
 EG0551.The geoid height was determined by GEOID03.
 EG0551
 EG0551.The dynamic height is computed by dividing the NAVD 88
 EG0551.geopotential number by the normal gravity value computed on the
 EG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0551.degrees latitude (g = 980.6199 gals.).
 EG0551
 EG0551.The modeled gravity was interpolated from observed gravity values.
 EG0551
 EG0551;                    North         East    Units  Estimated Accuracy
 EG0551;SPC MS E     -   527,520.      313,660.      MT  (+/- 180 meters Scaled)
 EG0551
 EG0551                          SUPERSEDED SURVEY CONTROL
 EG0551
 EG0551  NGVD 29 (??/??/92)   79.509  (m)          260.86   (f) ADJ UNCH    2 0
 EG0551
 EG0551.Superseded values are not recommended for survey control.
 EG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0551.See file dsdata.txt to determine how the superseded data were derived.
 EG0551
 EG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC448919(NAD 83)
 EG0551_MARKER: DS = TRIANGULATION STATION DISK
 EG0551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG0551_SP_SET: BRIDGE ABUTMENT
 EG0551_STAMPING: BM 45V-181 1964
 EG0551_MARK LOGO: MSHD  
 EG0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0551+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2007
 EG0551
 EG0551  HISTORY     - Date     Condition        Report By
 EG0551  HISTORY     - 1964     MONUMENTED       MSHD
 EG0551  HISTORY     - 1965     GOOD             MSHD
 EG0551  HISTORY     - 1973     SEE DESCRIPTION  USGS
 EG0551  HISTORY     - 2002     GOOD             MSHD
 EG0551  HISTORY     - 20071125 GOOD             MSSU
 EG0551
 EG0551                          STATION DESCRIPTION
 EG0551
 EG0551'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0551'1.3 MI E FROM TUPELO.
 EG0551'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO EAST ON U.S.
 EG0551'HIGHWAY 78 FOR 1.3 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 EG0551'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE LOCATED
 EG0551'0.15 MILE EAST OF U.S. POST OFFICE IN EAST TUPELO.  IT IS SET IN THE
 EG0551'SOUTH END OF THE FIRST PIER EAST OF THE WEST END OF THE BRIDGE, 29
 EG0551'FEET SOUTH OF THE CENTERLINE OF THE BRIDGE AND 3 FEET BELOW THE LEVEL
 EG0551'OF THE BRIDGE FLOOR.
 EG0551
 EG0551                          STATION RECOVERY (1973)
 EG0551
 EG0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0551'REPORTED DESTROYED.  SEE LATER RECOVERY REPORT DATED 2002.
 EG0551'USE WITH CAUTION.
 EG0551
 EG0551                          STATION RECOVERY (2002)
 EG0551
 EG0551'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 EG0551'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 45 AND MS
 EG0551'RTE 178 IN EAST TUPELO, DRIVE EAST ON RTE 178 FOR 0.5 MI TO A
 EG0551'CONCRETE BRIDGE OVER MUD CREEK AND THE MARK ON THE RIGHT.  THE
 EG0551'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTH END OF
 EG0551'THE FIRST PIER EAST OF THE WEST END OF THE BRIDGE, 29 FT SOUTH OF
 EG0551'THE CENTERLINE OF THE BRIDGE AND 3 FT BELOW THE LEVEL OF THE
 EG0551'BRIDGE DECK.
 EG0551
 EG0551                          STATION RECOVERY (2007)
 EG0551
 EG0551'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (CH)
 EG0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0552 ***********************************************************************
 EG0552  DESIGNATION -  45 V 182 MSHD
 EG0552  PID         -  EG0552
 EG0552  STATE/COUNTY-  MS/LEE
 EG0552  USGS QUAD   -  TUPELO (1982)
 EG0552
 EG0552                         *CURRENT SURVEY CONTROL
 EG0552  ___________________________________________________________________
 EG0552* NAD 83(1986)-  34 16 08.     (N)    088 42 03.     (W)     SCALED    
 EG0552* NAVD 88     -        82.950  (meters)     272.15   (feet)  ADJUSTED  
 EG0552  ___________________________________________________________________
 EG0552  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0552  DYNAMIC HT  -          82.867 (meters)     271.87  (feet)  COMP
 EG0552  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 EG0552
 EG0552  VERT ORDER  -  SECOND    CLASS 0
 EG0552
 EG0552.The horizontal coordinates were scaled from a topographic map and have
 EG0552.an estimated accuracy of +/- 6 seconds.
 EG0552
 EG0552.The orthometric height was determined by differential leveling
 EG0552.and adjusted in June 1991.
 EG0552
 EG0552.The geoid height was determined by GEOID03.
 EG0552
 EG0552.The dynamic height is computed by dividing the NAVD 88
 EG0552.geopotential number by the normal gravity value computed on the
 EG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0552.degrees latitude (g = 980.6199 gals.).
 EG0552
 EG0552.The modeled gravity was interpolated from observed gravity values.
 EG0552
 EG0552;                    North         East    Units  Estimated Accuracy
 EG0552;SPC MS E     -   528,780.      312,200.      MT  (+/- 180 meters Scaled)
 EG0552
 EG0552                          SUPERSEDED SURVEY CONTROL
 EG0552
 EG0552  NGVD 29 (??/??/92)   82.895  (m)          271.96   (f) ADJ UNCH    2 0
 EG0552
 EG0552.Superseded values are not recommended for survey control.
 EG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0552.See file dsdata.txt to determine how the superseded data were derived.
 EG0552
 EG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC434932(NAD 83)
 EG0552_MARKER: DD = SURVEY DISK
 EG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0552_MARK LOGO: MSHD  
 EG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0552+STABILITY: SURFACE MOTION
 EG0552
 EG0552  HISTORY     - Date     Condition        Report By
 EG0552  HISTORY     - UNK      MONUMENTED       MSHD
 EG0552  HISTORY     - 1965     GOOD             MSHD
 EG0552  HISTORY     - 1976     GOOD             LOCSUR
 EG0552  HISTORY     - 1983     GOOD             NGS
 EG0552
 EG0552                          STATION DESCRIPTION
 EG0552
 EG0552'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0552'1.75 MI NE FROM TUPELO.
 EG0552'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0552'IT IS LOCATED IN THE NORTHEAST PART OF TUPELO ON A CROSSING OF A
 EG0552'BLACKTOP ROAD AND THE GM AND O RAILROAD, 20 FEET SOUTH OF THE CENTER
 EG0552'OF THE STREET, 58 FEET SOUTHWEST OF THE CENTER OF THE RAILROAD
 EG0552'CROSSING AT THE MID-SOUTH PACKING CO., 2 FEET EAST OF A POWER POLE, 2
 EG0552'FEET NORTH OF RAILROAD STOP SIGN, 33 FEET WEST OF THE WEST RAIL OF THE
 EG0552'GM AND O RAILROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 EG0552'LEVEL WITH THE STREET AND FLUSH WITH THE GROUND.
 EG0552
 EG0552                          STATION RECOVERY (1976)
 EG0552
 EG0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 EG0552'RECOVERED IN GOOD CONDITION.
 EG0552
 EG0552                          STATION RECOVERY (1983)
 EG0552
 EG0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0552'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0553 ***********************************************************************
 EG0553  DESIGNATION -  45 V 183 MSHD
 EG0553  PID         -  EG0553
 EG0553  STATE/COUNTY-  MS/LEE
 EG0553  USGS QUAD   -  TUPELO (1982)
 EG0553
 EG0553                         *CURRENT SURVEY CONTROL
 EG0553  ___________________________________________________________________
 EG0553* NAD 83(1986)-  34 16 24.     (N)    088 42 33.     (W)     SCALED    
 EG0553* NAVD 88     -       102.112  (meters)     335.01   (feet)  ADJUSTED  
 EG0553  ___________________________________________________________________
 EG0553  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0553  DYNAMIC HT  -         102.010 (meters)     334.68  (feet)  COMP
 EG0553  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 EG0553
 EG0553  VERT ORDER  -  SECOND    CLASS 0
 EG0553
 EG0553.The horizontal coordinates were scaled from a topographic map and have
 EG0553.an estimated accuracy of +/- 6 seconds.
 EG0553
 EG0553.The orthometric height was determined by differential leveling
 EG0553.and adjusted in June 1991.
 EG0553
 EG0553.The geoid height was determined by GEOID03.
 EG0553
 EG0553.The dynamic height is computed by dividing the NAVD 88
 EG0553.geopotential number by the normal gravity value computed on the
 EG0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0553.degrees latitude (g = 980.6199 gals.).
 EG0553
 EG0553.The modeled gravity was interpolated from observed gravity values.
 EG0553
 EG0553;                    North         East    Units  Estimated Accuracy
 EG0553;SPC MS E     -   529,270.      311,430.      MT  (+/- 180 meters Scaled)
 EG0553
 EG0553                          SUPERSEDED SURVEY CONTROL
 EG0553
 EG0553  NGVD 29 (??/??/92)  102.059  (m)          334.84   (f) ADJ UNCH    2 0
 EG0553
 EG0553.Superseded values are not recommended for survey control.
 EG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0553.See file dsdata.txt to determine how the superseded data were derived.
 EG0553
 EG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC426937(NAD 83)
 EG0553_MARKER: DD = SURVEY DISK
 EG0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0553_SP_SET: OVERPASS
 EG0553_STAMPING: 45V-183 1964
 EG0553_MARK LOGO: MSHD  
 EG0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0553+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2007
 EG0553
 EG0553  HISTORY     - Date     Condition        Report By
 EG0553  HISTORY     - 1964     MONUMENTED       MSHD
 EG0553  HISTORY     - 1965     GOOD             MSHD
 EG0553  HISTORY     - 1983     GOOD             NGS
 EG0553  HISTORY     - 20070226 GOOD             TVA
 EG0553
 EG0553                          STATION DESCRIPTION
 EG0553
 EG0553'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0553'IN TUPELO.
 EG0553'TO REACH THE MARK FROM THE POST OFFICE IN TUPELO GO EAST ON MAIN
 EG0553'STREET FOR ONE BLOCK TO GREEN STREET, TURN LEFT, NORTH AND GO
 EG0553'APPROXIMATELY 1.0 MILE TO AN OVERPASS OVER U. S. HIGHWAYS 45 AND 78
 EG0553'BY-PASS.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0553'SOUTHWEST ABUTMENT OF THE OVERPASS, 21 FEET SOUTHWEST OF THE
 EG0553'CENTERLINE OF THE STREET AND ABOUT LEVEL WITH THE STREET.
 EG0553
 EG0553                          STATION RECOVERY (1983)
 EG0553
 EG0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0553'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
 EG0553
 EG0553                          STATION RECOVERY (2007)
 EG0553
 EG0553'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2007 (CDM)
 EG0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0554 ***********************************************************************
 EG0554  DESIGNATION -  45 V 184 MSHD
 EG0554  PID         -  EG0554
 EG0554  STATE/COUNTY-  MS/LEE
 EG0554  USGS QUAD   -  TUPELO (1982)
 EG0554
 EG0554                         *CURRENT SURVEY CONTROL
 EG0554  ___________________________________________________________________
 EG0554* NAD 83(1986)-  34 16 57.     (N)    088 42 40.     (W)     SCALED    
 EG0554* NAVD 88     -       105.966  (meters)     347.66   (feet)  ADJUSTED  
 EG0554  ___________________________________________________________________
 EG0554  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0554  DYNAMIC HT  -         105.861 (meters)     347.31  (feet)  COMP
 EG0554  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EG0554
 EG0554  VERT ORDER  -  SECOND    CLASS 0
 EG0554
 EG0554.The horizontal coordinates were scaled from a topographic map and have
 EG0554.an estimated accuracy of +/- 6 seconds.
 EG0554
 EG0554.The orthometric height was determined by differential leveling
 EG0554.and adjusted in June 1991.
 EG0554
 EG0554.The geoid height was determined by GEOID03.
 EG0554
 EG0554.The dynamic height is computed by dividing the NAVD 88
 EG0554.geopotential number by the normal gravity value computed on the
 EG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0554.degrees latitude (g = 980.6199 gals.).
 EG0554
 EG0554.The modeled gravity was interpolated from observed gravity values.
 EG0554
 EG0554;                    North         East    Units  Estimated Accuracy
 EG0554;SPC MS E     -   530,290.      311,250.      MT  (+/- 180 meters Scaled)
 EG0554
 EG0554                          SUPERSEDED SURVEY CONTROL
 EG0554
 EG0554  NGVD 29 (??/??/92)  105.916  (m)          347.49   (f) ADJ UNCH    2 0
 EG0554
 EG0554.Superseded values are not recommended for survey control.
 EG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0554.See file dsdata.txt to determine how the superseded data were derived.
 EG0554
 EG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC424948(NAD 83)
 EG0554_MARKER: DD = SURVEY DISK
 EG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0554_STAMPING: 45V-184 1964
 EG0554_MARK LOGO: MSHD  
 EG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0554+STABILITY: SURFACE MOTION
 EG0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0554+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2007
 EG0554
 EG0554  HISTORY     - Date     Condition        Report By
 EG0554  HISTORY     - 1964     MONUMENTED       MSHD
 EG0554  HISTORY     - 1965     GOOD             MSHD
 EG0554  HISTORY     - 1983     GOOD             NGS
 EG0554  HISTORY     - 20070226 GOOD             TVA
 EG0554
 EG0554                          STATION DESCRIPTION
 EG0554
 EG0554'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0554'1.75 MI N FROM TUPELO.
 EG0554'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON MAIN
 EG0554'STREET FOR ONE BLOCK TO GREEN STREET, TURN LEFT, NORTH AND GO NORTH
 EG0554'AND WEST 1.75 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET
 EG0554'IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED AT THE
 EG0554'INTERSECTION OF NORTH GREEN AND NORTH MADISON STREETS, 43 FEET
 EG0554'NORTHWEST OF THE CENTER OF THE INTERSECTION, 26 FEET NORTH OF THE
 EG0554'CENTER OF NORTH GREEN STREET, 3 FEET NORTHWEST OF A FIRE PLUG, 1.0
 EG0554'FOOT NORTHEAST OF A FENCE CORNER POST, 38 FEET WEST OF A POWER POLE, 2
 EG0554'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET
 EG0554'AND FLUSH WITH THE GROUND.
 EG0554
 EG0554                          STATION RECOVERY (1983)
 EG0554
 EG0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0554'RECOVERED IN GOOD CONDITION.  NOTE, ADD 1.83 METERS (6.0 FT) NORTH OF
 EG0554'TELEPHONE JUNCTION BOX NUMBER T2N-3.  NOT LEVELED TO AT THIS TIME.
 EG0554
 EG0554                          STATION RECOVERY (2007)
 EG0554
 EG0554'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2007 (CDM)
 EG0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0555 ***********************************************************************
 EG0555  DESIGNATION -  45 V 185 MSHD
 EG0555  PID         -  EG0555
 EG0555  STATE/COUNTY-  MS/LEE
 EG0555  USGS QUAD   -  TUPELO (1982)
 EG0555
 EG0555                         *CURRENT SURVEY CONTROL
 EG0555  ___________________________________________________________________
 EG0555* NAD 83(1986)-  34 17 29.     (N)    088 42 56.     (W)     SCALED    
 EG0555* NAVD 88     -       103.027  (meters)     338.01   (feet)  ADJUSTED  
 EG0555  ___________________________________________________________________
 EG0555  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0555  DYNAMIC HT  -         102.925 (meters)     337.68  (feet)  COMP
 EG0555  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 EG0555
 EG0555  VERT ORDER  -  SECOND    CLASS 0
 EG0555
 EG0555.The horizontal coordinates were scaled from a topographic map and have
 EG0555.an estimated accuracy of +/- 6 seconds.
 EG0555
 EG0555.The orthometric height was determined by differential leveling
 EG0555.and adjusted in June 1991.
 EG0555
 EG0555.The geoid height was determined by GEOID03.
 EG0555
 EG0555.The dynamic height is computed by dividing the NAVD 88
 EG0555.geopotential number by the normal gravity value computed on the
 EG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0555.degrees latitude (g = 980.6199 gals.).
 EG0555
 EG0555.The modeled gravity was interpolated from observed gravity values.
 EG0555
 EG0555;                    North         East    Units  Estimated Accuracy
 EG0555;SPC MS E     -   531,270.      310,840.      MT  (+/- 180 meters Scaled)
 EG0555
 EG0555                          SUPERSEDED SURVEY CONTROL
 EG0555
 EG0555  NGVD 29 (??/??/92)  102.980  (m)          337.86   (f) ADJ UNCH    2 0
 EG0555
 EG0555.Superseded values are not recommended for survey control.
 EG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0555.See file dsdata.txt to determine how the superseded data were derived.
 EG0555
 EG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC421957(NAD 83)
 EG0555_MARKER: DD = SURVEY DISK
 EG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0555_STAMPING: 45V-185 1964
 EG0555_MARK LOGO: MSHD  
 EG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0555+STABILITY: SURFACE MOTION
 EG0555
 EG0555  HISTORY     - Date     Condition        Report By
 EG0555  HISTORY     - 1964     MONUMENTED       MSHD
 EG0555  HISTORY     - 1965     GOOD             MSHD
 EG0555  HISTORY     - 1983     GOOD             NGS
 EG0555
 EG0555                          STATION DESCRIPTION
 EG0555
 EG0555'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0555'3.5 MI N FROM TUPELO.
 EG0555'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0555'IT IS LOCATED AT THE FIRST DISTRICT OFFICE OF THE MISSISSIPPI STATE
 EG0555'HIGHWAY DEPARTMENT, APPROXIMATELY 2 1/2 MILES NORTH OF THE BUSINESS
 EG0555'DISTRICT OF TUPELO, 16 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EG0555'SHOP BUILDING, NO. 142, 24 FEET SOUTHWEST OF A POWERLINE POLE, 22 FEET
 EG0555'SOUTH OF A 12-INCH OAK TREE, 7 FEET WEST OF THE WEST EDGE OF A
 EG0555'SIDEWALK, 29 FEET EAST OF THE EAST CURB OF A DRIVEWAY, 1.5 FEET
 EG0555'SOUTHWEST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 EG0555
 EG0555                          STATION RECOVERY (1983)
 EG0555
 EG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0555'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0531 ***********************************************************************
 EG0531  DESIGNATION -  45 V 186 MSHD
 EG0531  PID         -  EG0531
 EG0531  STATE/COUNTY-  MS/LEE
 EG0531  USGS QUAD   -  TUPELO (1982)
 EG0531
 EG0531                         *CURRENT SURVEY CONTROL
 EG0531  ___________________________________________________________________
 EG0531* NAD 83(1986)-  34 15 29.     (N)    088 42 09.     (W)     SCALED    
 EG0531* NAVD 88     -        83.994  (meters)     275.57   (feet)  ADJUSTED  
 EG0531  ___________________________________________________________________
 EG0531  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0531  DYNAMIC HT  -          83.910 (meters)     275.29  (feet)  COMP
 EG0531  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EG0531
 EG0531  VERT ORDER  -  SECOND    CLASS 0
 EG0531
 EG0531.The horizontal coordinates were scaled from a topographic map and have
 EG0531.an estimated accuracy of +/- 6 seconds.
 EG0531
 EG0531.The orthometric height was determined by differential leveling
 EG0531.and adjusted in June 1991.
 EG0531
 EG0531.The geoid height was determined by GEOID03.
 EG0531
 EG0531.The dynamic height is computed by dividing the NAVD 88
 EG0531.geopotential number by the normal gravity value computed on the
 EG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0531.degrees latitude (g = 980.6199 gals.).
 EG0531
 EG0531.The modeled gravity was interpolated from observed gravity values.
 EG0531
 EG0531;                    North         East    Units  Estimated Accuracy
 EG0531;SPC MS E     -   527,580.      312,050.      MT  (+/- 180 meters Scaled)
 EG0531
 EG0531                          SUPERSEDED SURVEY CONTROL
 EG0531
 EG0531  NGVD 29 (??/??/92)   83.936  (m)          275.38   (f) ADJ UNCH    2 0
 EG0531
 EG0531.Superseded values are not recommended for survey control.
 EG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0531.See file dsdata.txt to determine how the superseded data were derived.
 EG0531
 EG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC432920(NAD 83)
 EG0531_MARKER: DD = SURVEY DISK
 EG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0531_STAMPING: 45V-186 1964
 EG0531_MARK LOGO: MSHD  
 EG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0531+STABILITY: SURFACE MOTION
 EG0531
 EG0531  HISTORY     - Date     Condition        Report By
 EG0531  HISTORY     - 1964     MONUMENTED       MSHD
 EG0531  HISTORY     - 1965     GOOD             MSHD
 EG0531  HISTORY     - 1983     GOOD             NGS
 EG0531  HISTORY     - 1985     GOOD             MSU
 EG0531
 EG0531                          STATION DESCRIPTION
 EG0531
 EG0531'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0531'0.35 MI E FROM TUPELO.
 EG0531'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON MAIN
 EG0531'STREET FOR 0.35 MILE TO THE G. M. AND O. RAILROAD CROSSING, THE LEAK
 EG0531'AND GOODLETT BUILDING ON THE LEFT AND THE MARK ON THE LEFT.  THE MARK
 EG0531'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 27
 EG0531'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 10 FEET EAST OF THE EAST
 EG0531'RAIL OF A SWITCH TRACK, 2 FEET WEST OF A CYCLONE FENCE AROUND THE LEAK
 EG0531'AND GOODLETT BUILDING MATERIAL OFFICE, 39 FEET NORTH OF A TELEGRAPH
 EG0531'POLE, 59 FEET NORTH OF A METAL CORNER POST, 1 FOOT NORTHEAST OF A
 EG0531'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND FLUSH WITH THE
 EG0531'GROUND.
 EG0531
 EG0531                          STATION RECOVERY (1983)
 EG0531
 EG0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0531'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
 EG0531
 EG0531                          STATION RECOVERY (1985)
 EG0531
 EG0531'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 EG0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0532 ***********************************************************************
 EG0532  DESIGNATION -  45 V 187 MSHD
 EG0532  PID         -  EG0532
 EG0532  STATE/COUNTY-  MS/LEE
 EG0532  USGS QUAD   -  TUPELO (1982)
 EG0532
 EG0532                         *CURRENT SURVEY CONTROL
 EG0532  ___________________________________________________________________
 EG0532* NAD 83(1986)-  34 15 26.     (N)    088 42 55.     (W)     SCALED    
 EG0532* NAVD 88     -        83.074  (meters)     272.55   (feet)  ADJUSTED  
 EG0532  ___________________________________________________________________
 EG0532  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0532  DYNAMIC HT  -          82.991 (meters)     272.28  (feet)  COMP
 EG0532  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 EG0532
 EG0532  VERT ORDER  -  SECOND    CLASS 0
 EG0532
 EG0532.The horizontal coordinates were scaled from a topographic map and have
 EG0532.an estimated accuracy of +/- 6 seconds.
 EG0532
 EG0532.The orthometric height was determined by differential leveling
 EG0532.and adjusted in June 1991.
 EG0532
 EG0532.The geoid height was determined by GEOID03.
 EG0532
 EG0532.The dynamic height is computed by dividing the NAVD 88
 EG0532.geopotential number by the normal gravity value computed on the
 EG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0532.degrees latitude (g = 980.6199 gals.).
 EG0532
 EG0532.The modeled gravity was interpolated from observed gravity values.
 EG0532
 EG0532;                    North         East    Units  Estimated Accuracy
 EG0532;SPC MS E     -   527,480.      310,870.      MT  (+/- 180 meters Scaled)
 EG0532
 EG0532                          SUPERSEDED SURVEY CONTROL
 EG0532
 EG0532  NGVD 29 (??/??/92)   83.022  (m)          272.38   (f) ADJ UNCH    2 0
 EG0532
 EG0532.Superseded values are not recommended for survey control.
 EG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0532.See file dsdata.txt to determine how the superseded data were derived.
 EG0532
 EG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC420920(NAD 83)
 EG0532_MARKER: DD = SURVEY DISK
 EG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0532_STAMPING: 45V-187 1964
 EG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0532+STABILITY: SURFACE MOTION
 EG0532
 EG0532  HISTORY     - Date     Condition        Report By
 EG0532  HISTORY     - 1964     MONUMENTED       MSHD
 EG0532  HISTORY     - 1965     GOOD             MSHD
 EG0532  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0532
 EG0532                          STATION DESCRIPTION
 EG0532
 EG0532'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0532'0.4 MI W FROM TUPELO.
 EG0532'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO WEST ON WEST
 EG0532'MAIN STREET FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE
 EG0532'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT
 EG0532'IS LOCATED AT THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE HIGHWAY 6
 EG0532'IN TUPELO, 0.4 MILE WEST OF THE POST OFFICE, ALONG WEST MAIN STREET,
 EG0532'WHICH IS ALSO HIGHWAY 6, 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6,
 EG0532'31.5 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 45, 3 FEET SOUTH OF
 EG0532'A METAL POST SUPPORTING AN ELECTRICAL SIGN POINTING TO THE TUPELO
 EG0532'BUSINESS DISTRICT, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE
 EG0532'GROUND.
 EG0532
 EG0532                          STATION RECOVERY (1983)
 EG0532
 EG0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0532'NOT RECOVERED, POSSIBLY TAKEN OUT BY CITY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0533 ***********************************************************************
 EG0533  DESIGNATION -  45 V 188 MSHD
 EG0533  PID         -  EG0533
 EG0533  STATE/COUNTY-  MS/LEE
 EG0533  USGS QUAD   -  TUPELO (1982)
 EG0533
 EG0533                         *CURRENT SURVEY CONTROL
 EG0533  ___________________________________________________________________
 EG0533* NAD 83(1986)-  34 15 51.     (N)    088 43 33.     (W)     SCALED    
 EG0533* NAVD 88     -        84.295  (meters)     276.56   (feet)  ADJUSTED  
 EG0533  ___________________________________________________________________
 EG0533  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0533  DYNAMIC HT  -          84.211 (meters)     276.28  (feet)  COMP
 EG0533  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 EG0533
 EG0533  VERT ORDER  -  SECOND    CLASS 0
 EG0533
 EG0533.The horizontal coordinates were scaled from a topographic map and have
 EG0533.an estimated accuracy of +/- 6 seconds.
 EG0533
 EG0533.The orthometric height was determined by differential leveling
 EG0533.and adjusted in June 1991.
 EG0533
 EG0533.The geoid height was determined by GEOID03.
 EG0533
 EG0533.The dynamic height is computed by dividing the NAVD 88
 EG0533.geopotential number by the normal gravity value computed on the
 EG0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0533.degrees latitude (g = 980.6199 gals.).
 EG0533
 EG0533.The modeled gravity was interpolated from observed gravity values.
 EG0533
 EG0533;                    North         East    Units  Estimated Accuracy
 EG0533;SPC MS E     -   528,250.      309,900.      MT  (+/- 180 meters Scaled)
 EG0533
 EG0533                          SUPERSEDED SURVEY CONTROL
 EG0533
 EG0533  NGVD 29 (??/??/??)   84.25   (m)          276.4    (f) RESET       3  
 EG0533
 EG0533.Superseded values are not recommended for survey control.
 EG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0533.See file dsdata.txt to determine how the superseded data were derived.
 EG0533
 EG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC411927(NAD 83)
 EG0533_MARKER: DD = SURVEY DISK
 EG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0533_STAMPING: 45V-188 1964
 EG0533_MARK LOGO: MSHD  
 EG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0533+STABILITY: SURFACE MOTION
 EG0533
 EG0533  HISTORY     - Date     Condition        Report By
 EG0533  HISTORY     - 1964     MONUMENTED       MSHD
 EG0533  HISTORY     - 1965     GOOD             MSHD
 EG0533  HISTORY     - 1980     GOOD             LOCSUR
 EG0533  HISTORY     - 1983     GOOD             NGS
 EG0533
 EG0533                          STATION DESCRIPTION
 EG0533
 EG0533'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0533'1.35 MI NW FROM TUPELO.
 EG0533'TO REACH THE MARK FROM THE POST OFFICE IN TUPELO GO WEST ON WEST MAIN
 EG0533'STREET FOR 0.3 MILE TO GLOSTER STREET, TURN RIGHT, NORTH AND GO 0.5
 EG0533'MILE TO JACKSON STREET, TURN LEFT, WEST AND GO 0.55 MILE TO THE MARK
 EG0533'ON THE LEFT, AT A RAILROAD CROSSING.  THE MARK IS A DISK SET IN THE
 EG0533'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 33 FEET NORTHEAST OF THE
 EG0533'NORTHEAST RAIL, 38 FEET SOUTH OF THE CENTER OF W. JACKSON STREET, 27.5
 EG0533'FEET SOUTHWEST OF A POWER POLE, 56 FEET SOUTHWESTT OF AN INTERSECTION
 EG0533'OF WEST JACKSON STREET AND JOYNER AVE., 1.5 FEET SOUTHWEST OF A METAL
 EG0533'WITNESS POST, ABOUT LEVEL WITH THE STREET AND PROJECTS 2 INCHES.
 EG0533
 EG0533                          STATION RECOVERY (1980)
 EG0533
 EG0533'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EG0533'RECOVERED IN GOOD CONDITION.
 EG0533
 EG0533                          STATION RECOVERY (1983)
 EG0533
 EG0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0533'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0534 ***********************************************************************
 EG0534  DESIGNATION -  45 V 189
 EG0534  PID         -  EG0534
 EG0534  STATE/COUNTY-  MS/LEE
 EG0534  USGS QUAD   -  SHERMAN (1980)
 EG0534
 EG0534                         *CURRENT SURVEY CONTROL
 EG0534  ___________________________________________________________________
 EG0534* NAD 83(1986)-  34 15 52.     (N)    088 45 07.     (W)     SCALED    
 EG0534* NAVD 88     -       101.511  (meters)     333.04   (feet)  ADJUSTED  
 EG0534  ___________________________________________________________________
 EG0534  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0534  DYNAMIC HT  -         101.409 (meters)     332.71  (feet)  COMP
 EG0534  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 EG0534
 EG0534  VERT ORDER  -  SECOND    CLASS 0
 EG0534
 EG0534.The horizontal coordinates were scaled from a topographic map and have
 EG0534.an estimated accuracy of +/- 6 seconds.
 EG0534
 EG0534.The orthometric height was determined by differential leveling
 EG0534.and adjusted in June 1991.
 EG0534
 EG0534.The geoid height was determined by GEOID03.
 EG0534
 EG0534.The dynamic height is computed by dividing the NAVD 88
 EG0534.geopotential number by the normal gravity value computed on the
 EG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0534.degrees latitude (g = 980.6199 gals.).
 EG0534
 EG0534.The modeled gravity was interpolated from observed gravity values.
 EG0534
 EG0534;                    North         East    Units  Estimated Accuracy
 EG0534;SPC MS E     -   528,280.      307,500.      MT  (+/- 180 meters Scaled)
 EG0534
 EG0534                          SUPERSEDED SURVEY CONTROL
 EG0534
 EG0534  NGVD 29 (??/??/92)  101.473  (m)          332.92   (f) ADJ UNCH    2 0
 EG0534
 EG0534.Superseded values are not recommended for survey control.
 EG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0534.See file dsdata.txt to determine how the superseded data were derived.
 EG0534
 EG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC387928(NAD 83)
 EG0534_MARKER: DD = SURVEY DISK
 EG0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0534_SP_SET: OVERPASS
 EG0534_STAMPING: 45V-189 1964
 EG0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0534+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 EG0534
 EG0534  HISTORY     - Date     Condition        Report By
 EG0534  HISTORY     - 1964     MONUMENTED       MSHD
 EG0534  HISTORY     - 1965     GOOD             MSHD
 EG0534  HISTORY     - 1970     GOOD             LOCSUR
 EG0534  HISTORY     - 20050325 GOOD             MSSU
 EG0534
 EG0534                          STATION DESCRIPTION
 EG0534
 EG0534'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0534'3.0 MI NW FROM TUPELO.
 EG0534'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO WEST ON WEST
 EG0534'MAIN STREET FOR 0.3 MILE TO THE INTERSECTION OF U. S. HIGHWAY 45,
 EG0534'WHICH IS ALSO NORTH GLOSTER STREET, TURN RIGHT, NORTH AND GO 0.5 MILE
 EG0534'TO JACKSON STREET, TURN LEFT, WEST AND GO 2.2 MILES TO THE PARKWAY
 EG0534'OVERPASS AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT
 EG0534'IN A DRILLED HOLE OF THE GUARD RAIL OF THE OVERPASS OVER AIRPORT ROAD,
 EG0534'8 FEET NORTHEAST OF THE SOUTHWEST END, 16 FEET EAST OF THE CENTERLINE,
 EG0534'0.8 FOOT ABOVE THE LEVEL OF THE PARKWAY.
 EG0534
 EG0534                          STATION RECOVERY (1970)
 EG0534
 EG0534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 EG0534'RECOVERED IN GOOD CONDITION.
 EG0534
 EG0534                          STATION RECOVERY (2005)
 EG0534
 EG0534'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (WJW)
 EG0534'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0421 ***********************************************************************
 BV0421  DESIGNATION -  45 V 19
 BV0421  PID         -  BV0421
 BV0421  STATE/COUNTY-  MS/WAYNE
 BV0421  USGS QUAD   -  SHUBUTA (1964)
 BV0421
 BV0421                         *CURRENT SURVEY CONTROL
 BV0421  ___________________________________________________________________
 BV0421* NAD 83(1986)-  31 49 05.     (N)    088 41 28.     (W)     SCALED    
 BV0421* NAVD 88     -        64.601  (meters)     211.95   (feet)  ADJUSTED  
 BV0421  ___________________________________________________________________
 BV0421  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV0421  DYNAMIC HT  -          64.524 (meters)     211.69  (feet)  COMP
 BV0421  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 BV0421
 BV0421  VERT ORDER  -  FIRST     CLASS II
 BV0421
 BV0421.The horizontal coordinates were scaled from a topographic map and have
 BV0421.an estimated accuracy of +/- 6 seconds.
 BV0421
 BV0421.The orthometric height was determined by differential leveling
 BV0421.and adjusted in June 1991.
 BV0421
 BV0421.The geoid height was determined by GEOID03.
 BV0421
 BV0421.The dynamic height is computed by dividing the NAVD 88
 BV0421.geopotential number by the normal gravity value computed on the
 BV0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0421.degrees latitude (g = 980.6199 gals.).
 BV0421
 BV0421.The modeled gravity was interpolated from observed gravity values.
 BV0421
 BV0421;                    North         East    Units  Estimated Accuracy
 BV0421;SPC MS E     -   256,980.      313,470.      MT  (+/- 180 meters Scaled)
 BV0421
 BV0421                          SUPERSEDED SURVEY CONTROL
 BV0421
 BV0421  NGVD 29 (??/??/??)   64.578  (m)          211.87   (f) ADJUSTED    1 2
 BV0421
 BV0421.Superseded values are not recommended for survey control.
 BV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0421.See file dsdata.txt to determine how the superseded data were derived.
 BV0421
 BV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA399215(NAD 83)
 BV0421_MARKER: DD = SURVEY DISK
 BV0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0421_SP_SET: CONCRETE POST
 BV0421_STAMPING: BM 45V-19 1961
 BV0421_MARK LOGO: MSHD  
 BV0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0421+STABILITY: SURFACE MOTION
 BV0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0421+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0421
 BV0421  HISTORY     - Date     Condition        Report By
 BV0421  HISTORY     - 1961     MONUMENTED       MSHD
 BV0421  HISTORY     - 1964     GOOD             NGS
 BV0421  HISTORY     - 1980     GOOD             NGS
 BV0421  HISTORY     - 19910828 GOOD             MSHD
 BV0421
 BV0421                          STATION DESCRIPTION
 BV0421
 BV0421'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0421'2.7 MI S FROM SHUBUTA.
 BV0421'THE MARK IS LOCATED ABOUT 2.7 MILES SOUTH OF SHUBUTA ALONG AND ON THE
 BV0421'EAST SIDE OF U.S. HIGHWAY 45 AND ON A POWERLINE RIGHT-OF-WAY.  TO
 BV0421'REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S. 45 AND MAIN
 BV0421'STREET IN SHUBUTA GO SOUTH ON U.S. 45 FOR 3.15 MILES TO A SMALL GREEN
 BV0421'FRAME HOUSE AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC
 BV0421'AND GS BRONZE DISK STAMPED BM 45V-19 1961 AND IS SET IN THE TOP OF A
 BV0421'12-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE. IT IS 161
 BV0421'FEET EAST OF THE CENTER OF THE HIGHWAY, 37.5 SOUTHEAST OF THE
 BV0421'SOUTHEAST CORNER OF THE HOUSE 3.3 FEET NORTH OF A POWERLINE POLE IN A
 BV0421'FENCE CORNER, 4 FEET NORTH OF AN EAST-WEST FENCE AND 2 FEET WEST OF A
 BV0421'NORTH-SOUTH FENCE.
 BV0421
 BV0421                          STATION RECOVERY (1964)
 BV0421
 BV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0421'RECOVERED IN GOOD CONDITION.
 BV0421
 BV0421                          STATION RECOVERY (1980)
 BV0421
 BV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0421'DELETE-THE MEASUREMENTS TO THE HOUSE AND THE TWO FENCE LINES, THEY
 BV0421'ARE NO LONGER THERE.
 BV0421'ADD-8.53 METERS (28 FEET) NORTHEAST OF THE NORTHEAST CORNER OF A
 BV0421'SMALL CONCRETE BLOCK PUMP HOUSE.
 BV0421
 BV0421                          STATION RECOVERY (1991)
 BV0421
 BV0421'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0421'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF SHUBUTA, ON THE
 BV0421'EAST SIDE OF U.S. HIGHWAY 45, 10.0 MI (16.1 KM) NORTH OF WAYNESBORO,
 BV0421'0.5 MI (0.8 KM) NORTH OF THE COMMUNITY OF HIWANEE, ON PRIVATE
 BV0421'PROPERTY AND IS IN SECTION 21, T 10N, R 7W.
 BV0421'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV0421'ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0421'45 FOR 1.9 MI (3.1 KM) TO THE MARK ON THE LEFT.
 BV0421'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0421'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0421'165.0 FT (50.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE,
 BV0421'161.0 FT (49.1 M) EAST OF THE CENTER OF HIGHWAY 45, 143.5 FT
 BV0421'(43.7 M) NORTH OF A POWER POLE WITH A TRANSFORMER, 105.5 FT (32.2 M)
 BV0421'EAST-SOUTHEAST OF A 40 INCH OAK, 28.0 FT (8.5 M) NORTHEAST OF THE
 BV0421'NORTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE, 26.0 FT (7.9 M) EAST
 BV0421'OF A 15 INCH PINE AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0539 ***********************************************************************
 EG0539  DESIGNATION -  45 V 190
 EG0539  PID         -  EG0539
 EG0539  STATE/COUNTY-  MS/LEE
 EG0539  USGS QUAD   -  SHERMAN (1980)
 EG0539
 EG0539                         *CURRENT SURVEY CONTROL
 EG0539  ___________________________________________________________________
 EG0539* NAD 83(1986)-  34 15 38.     (N)    088 45 58.     (W)     SCALED    
 EG0539* NAVD 88     -       106.438  (meters)     349.21   (feet)  ADJUSTED  
 EG0539  ___________________________________________________________________
 EG0539  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0539  DYNAMIC HT  -         106.332 (meters)     348.86  (feet)  COMP
 EG0539  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 EG0539
 EG0539  VERT ORDER  -  SECOND    CLASS 0
 EG0539
 EG0539.This mark is at C D Lemons Municipal Airport (TUP)
 EG0539
 EG0539.The horizontal coordinates were scaled from a topographic map and have
 EG0539.an estimated accuracy of +/- 6 seconds.
 EG0539
 EG0539.The orthometric height was determined by differential leveling
 EG0539.and adjusted in June 1991.
 EG0539
 EG0539.The geoid height was determined by GEOID03.
 EG0539
 EG0539.The dynamic height is computed by dividing the NAVD 88
 EG0539.geopotential number by the normal gravity value computed on the
 EG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0539.degrees latitude (g = 980.6199 gals.).
 EG0539
 EG0539.The modeled gravity was interpolated from observed gravity values.
 EG0539
 EG0539;                    North         East    Units  Estimated Accuracy
 EG0539;SPC MS E     -   527,850.      306,190.      MT  (+/- 180 meters Scaled)
 EG0539
 EG0539                          SUPERSEDED SURVEY CONTROL
 EG0539
 EG0539  NGVD 29 (??/??/92)  106.404  (m)          349.09   (f) ADJ UNCH    2 0
 EG0539
 EG0539.Superseded values are not recommended for survey control.
 EG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0539.See file dsdata.txt to determine how the superseded data were derived.
 EG0539
 EG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC373924(NAD 83)
 EG0539_MARKER: DD = SURVEY DISK
 EG0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0539_SP_SET: CONCRETE POST
 EG0539_STAMPING: 45V 190 1964
 EG0539_MARK LOGO: MSHD  
 EG0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0539+STABILITY: SURFACE MOTION
 EG0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0539+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1985
 EG0539
 EG0539  HISTORY     - Date     Condition        Report By
 EG0539  HISTORY     - 1964     MONUMENTED       MSHD
 EG0539  HISTORY     - 1971     GOOD             MSHD
 EG0539  HISTORY     - 19850403 GOOD             MSHD
 EG0539
 EG0539                          STATION DESCRIPTION
 EG0539
 EG0539'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 EG0539'3.5 MI W FROM TUPELO.
 EG0539'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO WEST ON MAIN
 EG0539'STREET (STATE HIGHWAY 6) FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 EG0539'HIGHWAY 45.  CONTINUE WEST ON STATE HIGHWAY 6 FOR 1.3 MILES TO THE
 EG0539'INTERSECTION OF LUMPKIN AVENUE.  TURN RIGHT AND CONTINUE NORTH ON
 EG0539'LUMPKIN AVENUE FOR 0.65 MILE TO THE INTERSECTION OF JACKSON STREET.
 EG0539'TURN LEFT AND CONTINUE WEST ON JACKSON STREET FOR 1.8 MILES TO THE
 EG0539'AIRPORT ENTRANCE DRIVE.  TURN LEFT AND CONTINUE SOUTH ON THE ENTRANCE
 EG0539'DRIVE FOR 0.2 MILE TO THE TERMINAL BUILDING AND THE MARK AS DESCRIBED.
 EG0539
 EG0539                          STATION RECOVERY (1985)
 EG0539
 EG0539'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1953 ***********************************************************************
 EG1953  DESIGNATION -  45 V 190 RESET
 EG1953  PID         -  EG1953
 EG1953  STATE/COUNTY-  MS/LEE
 EG1953  USGS QUAD   -  SHERMAN (1980)
 EG1953
 EG1953                         *CURRENT SURVEY CONTROL
 EG1953  ___________________________________________________________________
 EG1953* NAD 83(1986)-  34 15 30.     (N)    088 45 52.     (W)     SCALED    
 EG1953* NAVD 88     -       106.02   (meters)     347.8    (feet)  RESET     
 EG1953  ___________________________________________________________________
 EG1953  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1953  DYNAMIC HT  -         105.91  (meters)     347.5   (feet)  COMP
 EG1953  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EG1953
 EG1953  VERT ORDER  -  THIRD
 EG1953
 EG1953.This mark is at C D Lemons Municipal Airport (TUP)
 EG1953
 EG1953.The horizontal coordinates were scaled from a topographic map and have
 EG1953.an estimated accuracy of +/- 6 seconds.
 EG1953
 EG1953.The orthometric height was computed from unverified reset data.
 EG1953
 EG1953.The geoid height was determined by GEOID03.
 EG1953
 EG1953.The dynamic height is computed by dividing the NAVD 88
 EG1953.geopotential number by the normal gravity value computed on the
 EG1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1953.degrees latitude (g = 980.6199 gals.).
 EG1953
 EG1953.The modeled gravity was interpolated from observed gravity values.
 EG1953
 EG1953;                    North         East    Units  Estimated Accuracy
 EG1953;SPC MS E     -   527,600.      306,350.      MT  (+/- 180 meters Scaled)
 EG1953
 EG1953                          SUPERSEDED SURVEY CONTROL
 EG1953
 EG1953  NAVD 88 (??/??/92)  106.031  (m)          347.87   (f) POSTED      3  
 EG1953
 EG1953.Superseded values are not recommended for survey control.
 EG1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1953.See file dsdata.txt to determine how the superseded data were derived.
 EG1953
 EG1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC375922(NAD 83)
 EG1953_MARKER: DB = BENCH MARK DISK
 EG1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1953_SP_SET: CONCRETE POST
 EG1953_STAMPING: 45V 190 RESET 1971
 EG1953_MARK LOGO: MSHD  
 EG1953_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1953+STABILITY: SURFACE MOTION
 EG1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1953+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 EG1953
 EG1953  HISTORY     - Date     Condition        Report By
 EG1953  HISTORY     - 1971     MONUMENTED       MSHD
 EG1953  HISTORY     - 19850403 GOOD             MSHD
 EG1953  HISTORY     - 20031112 GOOD             INDIV
 EG1953
 EG1953                          STATION DESCRIPTION
 EG1953
 EG1953'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1953'0.4 MILE WEST ALONG MAIN STREET (STATE HIGHWAY 6) FROM THE POST OFFICE
 EG1953'IN TUPELO, TO THE INTERSECTION  OF US HIGHWAY 45, CONTINUE WEST ALONG
 EG1953'STATE HIGHWAY 6 FOR 1.3 MILES TO THE INTERSECTION OF LUMPKIN AVENUE,
 EG1953'TURN RIGHT AND CONTINUE NORTH ALONG LUMPKIN AVENUE FOR 0.65 MILE TO
 EG1953'THE INTERSECTION OF JACKSON STREET, TURN LEFT AND WEST ALONG JACKSON
 EG1953'STREET FOR 1.8 MILES THE ENTRANCE TO TUPELO  AIRPORT DRIVE ON LEFT,
 EG1953'TURN LEFT AND CONTINUE SOUTH ALONG ENTRANCE DRIVE FOR 0.2 MILE TO
 EG1953'BEACON TOWER AND MARK, 98.0 FEET NORTHEAST OF NORTHEAST CORNER OF
 EG1953'TERMINAL BUILDING, 4.0 FEET WEST OF THE PROJECTED CENTER OF AIRPORT
 EG1953'ENTRANCE DRIVE, 108.5 FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER,
 EG1953'76.0 FEET NORTHWEST OF A POLE WITH LAMP, AND FLUSH WITH THE GROUND.
 EG1953
 EG1953                          STATION RECOVERY (2003)
 EG1953
 EG1953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLC)
 EG1953'THE MONUMENT IS LOCATED UNDER THE OLD BEACON TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0540 ***********************************************************************
 EG0540  DESIGNATION -  45 V 191
 EG0540  PID         -  EG0540
 EG0540  STATE/COUNTY-  MS/LEE
 EG0540  USGS QUAD   -  SHERMAN (1980)
 EG0540
 EG0540                         *CURRENT SURVEY CONTROL
 EG0540  ___________________________________________________________________
 EG0540* NAD 83(1986)-  34 15 42.     (N)    088 45 55.     (W)     SCALED    
 EG0540* NAVD 88     -       106.182  (meters)     348.37   (feet)  ADJUSTED  
 EG0540  ___________________________________________________________________
 EG0540  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0540  DYNAMIC HT  -         106.076 (meters)     348.02  (feet)  COMP
 EG0540  MODELED GRAV-     979,637.4   (mgal)                       NAVD 88
 EG0540
 EG0540  VERT ORDER  -  SECOND    CLASS 0
 EG0540
 EG0540.This mark is at C D Lemons Municipal Airport (TUP)
 EG0540
 EG0540.The horizontal coordinates were scaled from a topographic map and have
 EG0540.an estimated accuracy of +/- 6 seconds.
 EG0540
 EG0540.The orthometric height was determined by differential leveling
 EG0540.and adjusted in June 1991.
 EG0540
 EG0540.The geoid height was determined by GEOID03.
 EG0540
 EG0540.The dynamic height is computed by dividing the NAVD 88
 EG0540.geopotential number by the normal gravity value computed on the
 EG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0540.degrees latitude (g = 980.6199 gals.).
 EG0540
 EG0540.The modeled gravity was interpolated from observed gravity values.
 EG0540
 EG0540;                    North         East    Units  Estimated Accuracy
 EG0540;SPC MS E     -   527,970.      306,270.      MT  (+/- 180 meters Scaled)
 EG0540
 EG0540                          SUPERSEDED SURVEY CONTROL
 EG0540
 EG0540  NGVD 29 (??/??/92)  106.149  (m)          348.26   (f) ADJ UNCH    2 0
 EG0540
 EG0540.Superseded values are not recommended for survey control.
 EG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0540.See file dsdata.txt to determine how the superseded data were derived.
 EG0540
 EG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC374925(NAD 83)
 EG0540_MARKER: DD = SURVEY DISK
 EG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0540_STAMPING: BM 45V 190 RESET 1971
 EG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0540+STABILITY: SURFACE MOTION
 EG0540
 EG0540  HISTORY     - Date     Condition        Report By
 EG0540  HISTORY     - 1971     MONUMENTED       MSHD
 EG0540  HISTORY     - 1971     GOOD             MSHD
 EG0540
 EG0540                          STATION DESCRIPTION
 EG0540
 EG0540'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 EG0540'3.5 MI W FROM TUPELO.
 EG0540'THE MARK IS LOCATED 3.5 MILES WEST OF TUPELO IN THE CENTER OF THE
 EG0540'TUPELO MUNICIPAL AIRPORT BEACON TOWER IN THE NORTHWEST 1/4 OF SECTION
 EG0540'34, T9S, R5E.  IT IS 98 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 EG0540'TERMINAL BUILDING, 4 FEET WEST OF THE PROJECTED CENTER OF THE AIRPORT
 EG0540'ENTRANCE DRIVE, 108.5 FEET SOUTHEAST OF A POWER POLE WITH
 EG0540'TRANSFORMERS, 76 FEET NORTHWEST OF A POLE WITH A LAMP.  IT IS SET IN
 EG0540'THE TOP OF A 12-INCH ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND.
 EG0540'TO REACH THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO WEST ON MAIN
 EG0540'STREET (STATE HIGHWAY 6) FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 EG0540'HIGHWAY 45.  CONTINUE WEST ON STATE HIGHWAY 6 FOR 1.3 MILES TO THE
 EG0540'INTERSECTION OF LUMPKIN AVENUE.  TURN RIGHT AND CONTINUE NORTH ON
 EG0540'LUMPKIN AVENUE FOR 0.65 MILE TO THE INTERSECTION OF JACKSON STREET.
 EG0540'TURN LEFT AND CONTINUE WEST ON JACKSON STREET FOR 1.8 MILES TO THE
 EG0540'AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH ON
 EG0540'THE ENTRANCE DRIVE FOR 0.2 MILE TO THE BEACON TOWER, AND THE MARK IS
 EG0540'STRAIGHT AHEAD.
 EG0540
 EG0540                          STATION RECOVERY (1971)
 EG0540
 EG0540'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 EG0540'THE MARK IS LOCATED 3.5 MILES WEST OF TUPELO NEAR THE WEST WALL OF A
 EG0540'METAL HANGER ABOUT 100 YARDS NORTHEAST OF THE TUPELO MUNICIPAL
 EG0540'AIRPORT TERMINAL IN THE NORTHWEST 1/4 OF SECTION 34, T 9S, R 5E. IT
 EG0540'IS 31 FEET NORTH OF THE SOUTHWEST CORNER OF THE HANGER, 71 FEET SOUTH
 EG0540'OF THE NORTHWEST CORNER OF THE HANGER, 1 FOOT WEST OF THE WEST WALL,
 EG0540'1 FOOT NORTH OF A METAL WITNESS POST. IT IS SET IN THE TOP OF A
 EG0540'12-INCH ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH
 EG0540'THE MARK FROM THE U.S. POST OFFICE IN TUPELO GO WEST ON MAIN STREET
 EG0540'(STATE HIGHWAY 6) FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 EG0540'45. CONTINUE WEST ON STATE HIGHWAY 6 FOR 1.3 MILES TO THE
 EG0540'INTERSECTION OF LUMPKIN AVENUE. TURN RIGHT AND CONTINUE NORTH ON
 EG0540'LUMPKIN AVENUE FOR 0.65 MILE TO THE INTERSECTION OF JACKSON STREET.
 EG0540'TURN LEFT AND CONTINUE WEST ON JACKSON STREET FOR 1.8 MILES TO THE
 EG0540'ENTRANCE TO THE AIRPORT. TURN LEFT AND CONTINUE SOUTH ON THE ENTRANCE
 EG0540'DRIVE FOR 0.2 MILE TO THE BEACON TOWER STRAIGHT AHEAD, AND THE MARK
 EG0540'IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0542 ***********************************************************************
 EG0542  DESIGNATION -  45 V 192 MSHD
 EG0542  PID         -  EG0542
 EG0542  STATE/COUNTY-  MS/LEE
 EG0542  USGS QUAD   -  TUPELO (1982)
 EG0542
 EG0542                         *CURRENT SURVEY CONTROL
 EG0542  ___________________________________________________________________
 EG0542* NAD 83(1986)-  34 16 22.     (N)    088 44 38.     (W)     SCALED    
 EG0542* NAVD 88     -        95.992  (meters)     314.93   (feet)  ADJUSTED  
 EG0542  ___________________________________________________________________
 EG0542  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0542  DYNAMIC HT  -          95.896 (meters)     314.62  (feet)  COMP
 EG0542  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 EG0542
 EG0542  VERT ORDER  -  SECOND    CLASS 0
 EG0542
 EG0542.The horizontal coordinates were scaled from a topographic map and have
 EG0542.an estimated accuracy of +/- 6 seconds.
 EG0542
 EG0542.The orthometric height was determined by differential leveling
 EG0542.and adjusted in June 1991.
 EG0542
 EG0542.The geoid height was determined by GEOID03.
 EG0542
 EG0542.The dynamic height is computed by dividing the NAVD 88
 EG0542.geopotential number by the normal gravity value computed on the
 EG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0542.degrees latitude (g = 980.6199 gals.).
 EG0542
 EG0542.The modeled gravity was interpolated from observed gravity values.
 EG0542
 EG0542;                    North         East    Units  Estimated Accuracy
 EG0542;SPC MS E     -   529,210.      308,240.      MT  (+/- 180 meters Scaled)
 EG0542
 EG0542                          SUPERSEDED SURVEY CONTROL
 EG0542
 EG0542  NGVD 29 (??/??/92)   95.952  (m)          314.80   (f) ADJ UNCH    2 0
 EG0542
 EG0542.Superseded values are not recommended for survey control.
 EG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0542.See file dsdata.txt to determine how the superseded data were derived.
 EG0542
 EG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC394937(NAD 83)
 EG0542_MARKER: DD = SURVEY DISK
 EG0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0542_SP_SET: OVERPASS
 EG0542_STAMPING: 45V-192 1964
 EG0542_MARK LOGO: MSHD  
 EG0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0542
 EG0542  HISTORY     - Date     Condition        Report By
 EG0542  HISTORY     - 1964     MONUMENTED       MSHD
 EG0542  HISTORY     - 1965     GOOD             MSHD
 EG0542  HISTORY     - 1983     GOOD             NGS
 EG0542
 EG0542                          STATION DESCRIPTION
 EG0542
 EG0542'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0542'2.60 MI NW FROM TUPELO.
 EG0542'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0542'THE HOLIDAY INN MOTEL IN TUPELO, GO NORTHWEST ON HIGHWAY 78 FOR 1.55
 EG0542'MILES TO THE NATCHEZ TRACE OVERPASS OVER U. S. HIGHWAY 78, TURN RIGHT,
 EG0542'ONTO THE PARKWAY AND GO SOUTHWEST FOR 1.05 MILES TO AN OVERPASS OVER A
 EG0542'GRAVEL ROAD AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN
 EG0542'CEMENT IN A DRILLED HOLE IN THE NORTH END OF THE WEST ABUTMENT OF THE
 EG0542'OVERPASS, 22.5 FEET WEST OF THE CENTERLINE.  LOCATED 0.7 MILE
 EG0542'NORTHEAST OF THE AIRPORT OVERPASS ALONG THE PARKWAY AND 2 FEET BELOW
 EG0542'THE LEVEL OF THE PARKWAY.
 EG0542
 EG0542                          STATION RECOVERY (1983)
 EG0542
 EG0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0542'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0543 ***********************************************************************
 EG0543  DESIGNATION -  45 V 193 MSHD
 EG0543  PID         -  EG0543
 EG0543  STATE/COUNTY-  MS/LEE
 EG0543  USGS QUAD   -  TUPELO (1982)
 EG0543
 EG0543                         *CURRENT SURVEY CONTROL
 EG0543  ___________________________________________________________________
 EG0543* NAD 83(1986)-  34 16 45.     (N)    088 44 07.     (W)     SCALED    
 EG0543* NAVD 88     -        97.024  (meters)     318.32   (feet)  ADJUSTED  
 EG0543  ___________________________________________________________________
 EG0543  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0543  DYNAMIC HT  -          96.927 (meters)     318.00  (feet)  COMP
 EG0543  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 EG0543
 EG0543  VERT ORDER  -  FIRST     CLASS II
 EG0543
 EG0543.The horizontal coordinates were scaled from a topographic map and have
 EG0543.an estimated accuracy of +/- 6 seconds.
 EG0543
 EG0543.The orthometric height was determined by differential leveling
 EG0543.and adjusted in June 1991.
 EG0543
 EG0543.The geoid height was determined by GEOID03.
 EG0543
 EG0543.The dynamic height is computed by dividing the NAVD 88
 EG0543.geopotential number by the normal gravity value computed on the
 EG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0543.degrees latitude (g = 980.6199 gals.).
 EG0543
 EG0543.The modeled gravity was interpolated from observed gravity values.
 EG0543
 EG0543;                    North         East    Units  Estimated Accuracy
 EG0543;SPC MS E     -   529,920.      309,030.      MT  (+/- 180 meters Scaled)
 EG0543
 EG0543                          SUPERSEDED SURVEY CONTROL
 EG0543
 EG0543  NGVD 29 (??/??/92)   96.981  (m)          318.18   (f) ADJ UNCH    1 2
 EG0543
 EG0543.Superseded values are not recommended for survey control.
 EG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0543.See file dsdata.txt to determine how the superseded data were derived.
 EG0543
 EG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC402944(NAD 83)
 EG0543_MARKER: DD = SURVEY DISK
 EG0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0543_SP_SET: OVERPASS
 EG0543_STAMPING: 45V-193 1964
 EG0543_MARK LOGO: MSHD  
 EG0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0543
 EG0543  HISTORY     - Date     Condition        Report By
 EG0543  HISTORY     - 1964     MONUMENTED       MSHD
 EG0543  HISTORY     - 1965     GOOD             MSHD
 EG0543  HISTORY     - 1983     GOOD             NGS
 EG0543
 EG0543                          STATION DESCRIPTION
 EG0543
 EG0543'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0543'1.9 MI NW FROM TUPELO.
 EG0543'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0543'THE HOLIDAY INN IN TUPELO GO NORTHWEST ON U. S. HIGHWAY 78 FOR 1.55
 EG0543'MILES TO THE NATCHEZ TRACE OVERPASS OVER U. S. HIGHWAY 78, TURN RIGHT,
 EG0543'ONTO THE PARKWAY AND GO 0.35 MILE SOUTHWEST TO THE OVERPASS OVER THE
 EG0543'FRISCO RAILROAD AND THE MARK.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0543'DRILLED HOLE IN THE WEST GUARDRAIL OF THE OVERPASS, 9 FEET SOUTH OF
 EG0543'THE NORTHWEST END OF THE GUARD RAIL, 15 FEET WEST OF THE CENTERLINE OF
 EG0543'THE PARKWAY AND 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EG0543
 EG0543                          STATION RECOVERY (1983)
 EG0543
 EG0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0545 ***********************************************************************
 EG0545  DESIGNATION -  45 V 194 MSHD RESET 1965
 EG0545  PID         -  EG0545
 EG0545  STATE/COUNTY-  MS/LEE
 EG0545  USGS QUAD   -  TUPELO (1982)
 EG0545
 EG0545                         *CURRENT SURVEY CONTROL
 EG0545  ___________________________________________________________________
 EG0545* NAD 83(1986)-  34 16 34.     (N)    088 43 17.     (W)     SCALED    
 EG0545* NAVD 88     -        89.968  (meters)     295.17   (feet)  ADJUSTED  
 EG0545  ___________________________________________________________________
 EG0545  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0545  DYNAMIC HT  -          89.878 (meters)     294.87  (feet)  COMP
 EG0545  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 EG0545
 EG0545  VERT ORDER  -  SECOND    CLASS 0
 EG0545
 EG0545.The horizontal coordinates were scaled from a topographic map and have
 EG0545.an estimated accuracy of +/- 6 seconds.
 EG0545
 EG0545.The orthometric height was determined by differential leveling
 EG0545.and adjusted in June 1991.
 EG0545
 EG0545.The geoid height was determined by GEOID03.
 EG0545
 EG0545.The dynamic height is computed by dividing the NAVD 88
 EG0545.geopotential number by the normal gravity value computed on the
 EG0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0545.degrees latitude (g = 980.6199 gals.).
 EG0545
 EG0545.The modeled gravity was interpolated from observed gravity values.
 EG0545
 EG0545;                    North         East    Units  Estimated Accuracy
 EG0545;SPC MS E     -   529,580.      310,310.      MT  (+/- 180 meters Scaled)
 EG0545
 EG0545                          SUPERSEDED SURVEY CONTROL
 EG0545
 EG0545  NGVD 29 (??/??/92)   89.915  (m)          295.00   (f) ADJ UNCH    2 0
 EG0545
 EG0545.Superseded values are not recommended for survey control.
 EG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0545.See file dsdata.txt to determine how the superseded data were derived.
 EG0545
 EG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC415941(NAD 83)
 EG0545_MARKER: DD = SURVEY DISK
 EG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0545_STAMPING: 45V-194 1964 RESET 1965
 EG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0545+STABILITY: SURFACE MOTION
 EG0545
 EG0545  HISTORY     - Date     Condition        Report By
 EG0545  HISTORY     - 1965     MONUMENTED       MSHD
 EG0545  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0545
 EG0545                          STATION DESCRIPTION
 EG0545
 EG0545'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0545'IN TUPELO.
 EG0545'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 78 AND U.S.
 EG0545'HIGHWAY 45 N OF TUPELO GO NORTHWEST ON U.S. 78 FOR 0.65 MILE TO THE
 EG0545'MARK IN MEDIAN OF HIGHWAY 45 A CROSSOVER.  THE MARK IS A DISK SET IN
 EG0545'THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 28.2 FEET WEST OF
 EG0545'THE CENTERLINE OF THE EAST LANE, 15.8 FEET EAST OF THE CENTERLINE OF
 EG0545'THE WEST LANE, ON THE SOUTH SIDE OF THE CROSSOVER TO LAWTHON STREET
 EG0545'AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 18 INCHES
 EG0545'SOUTH OF THE MARK.
 EG0545
 EG0545                          STATION RECOVERY (1983)
 EG0545
 EG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0545'NOT RECOVERED, PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0556 ***********************************************************************
 EG0556  DESIGNATION -  45 V 196 MSHD
 EG0556  PID         -  EG0556
 EG0556  STATE/COUNTY-  MS/LEE
 EG0556  USGS QUAD   -  TUPELO (1982)
 EG0556
 EG0556                         *CURRENT SURVEY CONTROL
 EG0556  ___________________________________________________________________
 EG0556* NAD 83(1986)-  34 17 32.     (N)    088 42 38.     (W)     SCALED    
 EG0556* NAVD 88     -        84.235  (meters)     276.36   (feet)  ADJUSTED  
 EG0556  ___________________________________________________________________
 EG0556  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0556  DYNAMIC HT  -          84.151 (meters)     276.09  (feet)  COMP
 EG0556  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 EG0556
 EG0556  VERT ORDER  -  SECOND    CLASS 0
 EG0556
 EG0556.The horizontal coordinates were scaled from a topographic map and have
 EG0556.an estimated accuracy of +/- 6 seconds.
 EG0556
 EG0556.The orthometric height was determined by differential leveling
 EG0556.and adjusted in June 1991.
 EG0556
 EG0556.The geoid height was determined by GEOID03.
 EG0556
 EG0556.The dynamic height is computed by dividing the NAVD 88
 EG0556.geopotential number by the normal gravity value computed on the
 EG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0556.degrees latitude (g = 980.6199 gals.).
 EG0556
 EG0556.The modeled gravity was interpolated from observed gravity values.
 EG0556
 EG0556;                    North         East    Units  Estimated Accuracy
 EG0556;SPC MS E     -   531,370.      311,300.      MT  (+/- 180 meters Scaled)
 EG0556
 EG0556                          SUPERSEDED SURVEY CONTROL
 EG0556
 EG0556  NGVD 29 (??/??/92)   84.189  (m)          276.21   (f) ADJ UNCH    2 0
 EG0556
 EG0556.Superseded values are not recommended for survey control.
 EG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0556.See file dsdata.txt to determine how the superseded data were derived.
 EG0556
 EG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC425958(NAD 83)
 EG0556_MARKER: DD = SURVEY DISK
 EG0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0556_SP_SET: BRIDGE
 EG0556_STAMPING: 45V-196 1964
 EG0556_MARK LOGO: MSHD  
 EG0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0556
 EG0556  HISTORY     - Date     Condition        Report By
 EG0556  HISTORY     - 1964     MONUMENTED       MSHD
 EG0556  HISTORY     - 1965     GOOD             MSHD
 EG0556  HISTORY     - 1983     GOOD             NGS
 EG0556
 EG0556                          STATION DESCRIPTION
 EG0556
 EG0556'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0556'1.50 MI N FROM TUPELO.
 EG0556'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 78
 EG0556'LEADING NORTHWEST IN THE NORTH PART OF TUPELO, GO NORTH ON U. S.
 EG0556'HIGHWAY 45 FOR 1.5 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 EG0556'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0556'NORTHEAST ABUTMENT OF THE FIRST CONCRETE BRIDGE, NORTHEAST OF THE
 EG0556'DRIVEWAY LEADING TO THE FIRST DISTRICT OFFICE OF THE MISSISSIPPI STATE
 EG0556'HIGHWAY DEPARTMENT, 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND
 EG0556'ABOUT LEVEL WITH THE HIGHWAY.
 EG0556
 EG0556                          STATION RECOVERY (1983)
 EG0556
 EG0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0556'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0557 ***********************************************************************
 EG0557  DESIGNATION -  45 V 197 MSHD
 EG0557  PID         -  EG0557
 EG0557  STATE/COUNTY-  MS/LEE
 EG0557  USGS QUAD   -  TUPELO (1982)
 EG0557
 EG0557                         *CURRENT SURVEY CONTROL
 EG0557  ___________________________________________________________________
 EG0557* NAD 83(1986)-  34 18 15.     (N)    088 42 25.     (W)     SCALED    
 EG0557* NAVD 88     -        84.204  (meters)     276.26   (feet)  ADJUSTED  
 EG0557  ___________________________________________________________________
 EG0557  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0557  DYNAMIC HT  -          84.120 (meters)     275.98  (feet)  COMP
 EG0557  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EG0557
 EG0557  VERT ORDER  -  SECOND    CLASS 0
 EG0557
 EG0557.The horizontal coordinates were scaled from a topographic map and have
 EG0557.an estimated accuracy of +/- 6 seconds.
 EG0557
 EG0557.The orthometric height was determined by differential leveling
 EG0557.and adjusted in June 1991.
 EG0557
 EG0557.The geoid height was determined by GEOID03.
 EG0557
 EG0557.The dynamic height is computed by dividing the NAVD 88
 EG0557.geopotential number by the normal gravity value computed on the
 EG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0557.degrees latitude (g = 980.6199 gals.).
 EG0557
 EG0557.The modeled gravity was interpolated from observed gravity values.
 EG0557
 EG0557;                    North         East    Units  Estimated Accuracy
 EG0557;SPC MS E     -   532,690.      311,630.      MT  (+/- 180 meters Scaled)
 EG0557
 EG0557                          SUPERSEDED SURVEY CONTROL
 EG0557
 EG0557  NGVD 29 (??/??/92)   84.160  (m)          276.11   (f) ADJ UNCH    2 0
 EG0557
 EG0557.Superseded values are not recommended for survey control.
 EG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0557.See file dsdata.txt to determine how the superseded data were derived.
 EG0557
 EG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC429972(NAD 83)
 EG0557_MARKER: DD = SURVEY DISK
 EG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0557_STAMPING: 45V-197 1964
 EG0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0557+STABILITY: SURFACE MOTION
 EG0557
 EG0557  HISTORY     - Date     Condition        Report By
 EG0557  HISTORY     - 1964     MONUMENTED       MSHD
 EG0557  HISTORY     - 1965     GOOD             MSHD
 EG0557  HISTORY     - 1971     GOOD             NGS
 EG0557  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0557
 EG0557                          STATION DESCRIPTION
 EG0557
 EG0557'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0557'2.4 MI N FROM TUPELO.
 EG0557'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0557'THE NORTH EDGE OF TUPELO GO NORTH ON HIGHWAY 45 FOR 2.4 MILES TO THE
 EG0557'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0557'ROUND, CONCRETE POST.  IT IS 56.5 FEET EAST OF THE CENTERLINE OF THE
 EG0557'HIGHWAY, 11 FEET EAST OF A FIELD ROAD, 10 FEET SOUTH OF A POWER POLE,
 EG0557'10 FEET NORTH OF A CORNER FENCE POST, 25 FEET WEST OF TWO 36 INCH OAK
 EG0557'TREES, 2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 EG0557'THE HIGHWAY AND PROJECTS 2 INCHES.
 EG0557
 EG0557                          STATION RECOVERY (1971)
 EG0557
 EG0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG0557'RECOVERED IN GOOD CONDITION.
 EG0557
 EG0557                          STATION RECOVERY (1983)
 EG0557
 EG0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0557'NOT RECOVERED, DRIVEWAY OVER LOCATION, PROBABLY TAKEN OUT BY FARMER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0558 ***********************************************************************
 EG0558  DESIGNATION -  45 V 198 MSHD
 EG0558  PID         -  EG0558
 EG0558  STATE/COUNTY-  MS/LEE
 EG0558  USGS QUAD   -  TUPELO (1982)
 EG0558
 EG0558                         *CURRENT SURVEY CONTROL
 EG0558  ___________________________________________________________________
 EG0558* NAD 83(1986)-  34 18 52.     (N)    088 42 24.     (W)     SCALED    
 EG0558* NAVD 88     -        90.311  (meters)     296.30   (feet)  ADJUSTED  
 EG0558  ___________________________________________________________________
 EG0558  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0558  DYNAMIC HT  -          90.221 (meters)     296.00  (feet)  COMP
 EG0558  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 EG0558
 EG0558  VERT ORDER  -  SECOND    CLASS 0
 EG0558
 EG0558.The horizontal coordinates were scaled from a topographic map and have
 EG0558.an estimated accuracy of +/- 6 seconds.
 EG0558
 EG0558.The orthometric height was determined by differential leveling
 EG0558.and adjusted in June 1991.
 EG0558
 EG0558.The geoid height was determined by GEOID03.
 EG0558
 EG0558.The dynamic height is computed by dividing the NAVD 88
 EG0558.geopotential number by the normal gravity value computed on the
 EG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0558.degrees latitude (g = 980.6199 gals.).
 EG0558
 EG0558.The modeled gravity was interpolated from observed gravity values.
 EG0558
 EG0558;                    North         East    Units  Estimated Accuracy
 EG0558;SPC MS E     -   533,830.      311,660.      MT  (+/- 180 meters Scaled)
 EG0558
 EG0558                          SUPERSEDED SURVEY CONTROL
 EG0558
 EG0558  NGVD 29 (??/??/92)   90.268  (m)          296.15   (f) ADJ UNCH    2 0
 EG0558
 EG0558.Superseded values are not recommended for survey control.
 EG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0558.See file dsdata.txt to determine how the superseded data were derived.
 EG0558
 EG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC429983(NAD 83)
 EG0558_MARKER: DD = SURVEY DISK
 EG0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0558_STAMPING: 45V-198 1964
 EG0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0558+STABILITY: SURFACE MOTION
 EG0558
 EG0558  HISTORY     - Date     Condition        Report By
 EG0558  HISTORY     - 1964     MONUMENTED       MSHD
 EG0558  HISTORY     - 1965     GOOD             MSHD
 EG0558  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0558
 EG0558                          STATION DESCRIPTION
 EG0558
 EG0558'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0558'3.05 MI N FROM TUPELO.
 EG0558'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0558'THE HOLIDAY INN IN TUPELO GO NORTH ON HIGHWAY 45 FOR 3.05 MILES TO THE
 EG0558'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0558'ROUND, CONCRETE POST.  IT IS 53 FEET WEST OF THE CENTERLINE OF THE
 EG0558'HIGHWAY, 31 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 12 FEET EAST
 EG0558'OF A CLUMP OF 8-INCH GUM TREES, ABOUT 0.1 MILE SOUTH OF THE FRED DAVIS
 EG0558'TRUCK STOP, 2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 EG0558'LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0558
 EG0558                          STATION RECOVERY (1983)
 EG0558
 EG0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0558'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0559 ***********************************************************************
 EG0559  DESIGNATION -  45 V 199 MSHD
 EG0559  PID         -  EG0559
 EG0559  STATE/COUNTY-  MS/LEE
 EG0559  USGS QUAD   -  TUPELO (1982)
 EG0559
 EG0559                         *CURRENT SURVEY CONTROL
 EG0559  ___________________________________________________________________
 EG0559* NAD 83(1986)-  34 19 29.     (N)    088 42 22.     (W)     SCALED    
 EG0559* NAVD 88     -        93.113  (meters)     305.49   (feet)  ADJUSTED  
 EG0559  ___________________________________________________________________
 EG0559  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0559  DYNAMIC HT  -          93.020 (meters)     305.18  (feet)  COMP
 EG0559  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 EG0559
 EG0559  VERT ORDER  -  FIRST     CLASS II
 EG0559
 EG0559.The horizontal coordinates were scaled from a topographic map and have
 EG0559.an estimated accuracy of +/- 6 seconds.
 EG0559
 EG0559.The orthometric height was determined by differential leveling
 EG0559.and adjusted in June 1991.
 EG0559
 EG0559.The geoid height was determined by GEOID03.
 EG0559
 EG0559.The dynamic height is computed by dividing the NAVD 88
 EG0559.geopotential number by the normal gravity value computed on the
 EG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0559.degrees latitude (g = 980.6199 gals.).
 EG0559
 EG0559.The modeled gravity was interpolated from observed gravity values.
 EG0559
 EG0559;                    North         East    Units  Estimated Accuracy
 EG0559;SPC MS E     -   534,970.      311,710.      MT  (+/- 180 meters Scaled)
 EG0559
 EG0559                          SUPERSEDED SURVEY CONTROL
 EG0559
 EG0559  NGVD 29 (??/??/92)   93.073  (m)          305.36   (f) ADJ UNCH    1 2
 EG0559
 EG0559.Superseded values are not recommended for survey control.
 EG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0559.See file dsdata.txt to determine how the superseded data were derived.
 EG0559
 EG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC430994(NAD 83)
 EG0559_MARKER: DD = SURVEY DISK
 EG0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0559_STAMPING: 45V-199 1964
 EG0559_MARK LOGO: MSHD  
 EG0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0559+STABILITY: SURFACE MOTION
 EG0559
 EG0559  HISTORY     - Date     Condition        Report By
 EG0559  HISTORY     - 1964     MONUMENTED       MSHD
 EG0559  HISTORY     - 1965     GOOD             MSHD
 EG0559  HISTORY     - 1983     GOOD             NGS
 EG0559
 EG0559                          STATION DESCRIPTION
 EG0559
 EG0559'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0559'3.8 MI N FROM TUPELO.
 EG0559'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0559'THE HOLIDAY INN MOTEL IN TUPELO GO NORTH ON HIGHWAY 45 FOR 3.8 MILES
 EG0559'TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 EG0559'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 71 FEET WEST OF THE
 EG0559'CENTERLINE OF THE HIGHWAY, 9 FEET NORTH OF AN 18 INCH OAK TREE, 35
 EG0559'FEET SOUTH OF A 24 INCH OAK TREE, AT THE TOP OF A 20 FOOT CUT,
 EG0559'APPROXIMATELY 300 FEET SOUTH OF A BLACKTOP DRIVEWAY LEADING WEST TO
 EG0559'THE NATCHEZ TRACE RESIDENTAL AREA, 3 FEET SOUTH OF A METAL WITNESS
 EG0559'POST AND FLUSH WITH THE GROUND.
 EG0559
 EG0559                          STATION RECOVERY (1983)
 EG0559
 EG0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0387 ***********************************************************************
 BV0387  DESIGNATION -  45 V 2
 BV0387  PID         -  BV0387
 BV0387  STATE/COUNTY-  MS/WAYNE
 BV0387  USGS QUAD   -  BUCKATUNNA (1982)
 BV0387
 BV0387                         *CURRENT SURVEY CONTROL
 BV0387  ___________________________________________________________________
 BV0387* NAD 83(1986)-  31 31 31.     (N)    088 31 00.     (W)     SCALED    
 BV0387* NAVD 88     -        42.460  (meters)     139.30   (feet)  ADJUSTED  
 BV0387  ___________________________________________________________________
 BV0387  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BV0387  DYNAMIC HT  -          42.409 (meters)     139.14  (feet)  COMP
 BV0387  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BV0387
 BV0387  VERT ORDER  -  FIRST     CLASS II
 BV0387
 BV0387.The horizontal coordinates were scaled from a topographic map and have
 BV0387.an estimated accuracy of +/- 6 seconds.
 BV0387
 BV0387.The orthometric height was determined by differential leveling
 BV0387.and adjusted in June 1991.
 BV0387.WARNING-Repeat measurements at this control monument indicate possible
 BV0387.vertical movement.
 BV0387
 BV0387.The geoid height was determined by GEOID03.
 BV0387
 BV0387.The dynamic height is computed by dividing the NAVD 88
 BV0387.geopotential number by the normal gravity value computed on the
 BV0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0387.degrees latitude (g = 980.6199 gals.).
 BV0387
 BV0387.The modeled gravity was interpolated from observed gravity values.
 BV0387
 BV0387;                    North         East    Units  Estimated Accuracy
 BV0387;SPC MS E     -   224,560.      330,080.      MT  (+/- 180 meters Scaled)
 BV0387
 BV0387                          SUPERSEDED SURVEY CONTROL
 BV0387
 BV0387  NGVD 29 (??/??/??)   42.431  (m)          139.21   (f) ADJUSTED    1 2
 BV0387
 BV0387.Superseded values are not recommended for survey control.
 BV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0387.See file dsdata.txt to determine how the superseded data were derived.
 BV0387
 BV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV560888(NAD 83)
 BV0387_MARKER: DD = SURVEY DISK
 BV0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0387_SP_SET: CONCRETE POST
 BV0387_STAMPING: BM 45 V 1 1961
 BV0387_MARK LOGO: MSHD  
 BV0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0387+STABILITY: SURFACE MOTION
 BV0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0387+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991
 BV0387
 BV0387  HISTORY     - Date     Condition        Report By
 BV0387  HISTORY     - 1961     MONUMENTED       MSHD
 BV0387  HISTORY     - 1964     GOOD             NGS
 BV0387  HISTORY     - 1980     GOOD             NGS
 BV0387  HISTORY     - 19910724 GOOD             MSHD
 BV0387
 BV0387                          STATION DESCRIPTION
 BV0387
 BV0387'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0387'1 MI S FROM BUCKATUNNA.
 BV0387'THE MARK IS ABOUT 1 MILE SOUTH OF BUCKATUNNA, ON THE WEST SIDE OF U.S.
 BV0387'HIGHWAY 45 AND ON PROPERTY BELONGING TO THE BUCKATUNNA NEGRO SCHOOL.
 BV0387'TO REACH THE MARK FROM THE INTERSECTION OF A PAVED ROAD AND U.S. 45 AT
 BV0387'THE EAST EDGE OF BUCKATUNNA AT A SIGN CHICORA GO SOUTH ON U.S. 45 FOR
 BV0387'1.2 MILES TO THE SCHOOL (A CONCRETE BLOCK BUILDING) AND THE MARK ON
 BV0387'THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 BV0387'BM 45V-2 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH
 BV0387'WITH THE GROUND SURFACE.  IT IS 151 FEET NORTHEAST OF THE NORTHEAST
 BV0387'CORNER OF THE SCHOOL, 115 FEET SOUTH OF THE CENTER OF THE NORTH
 BV0387'ENTRANCE DRIVE TO THE SCHOOL, 52 FEET WEST OF THE CENTERLINE OF U.S.
 BV0387'45 AND 1 FOOT NORTHEAST OF A TELEPHONE LINE POLE. A METAL WITNESS
 BV0387'SIGNPOST WAS SET 2 FEET SOUTH OF THE MARK.
 BV0387
 BV0387                          STATION RECOVERY (1964)
 BV0387
 BV0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0387'RECOVERED IN GOOD CONDITION.
 BV0387
 BV0387                          STATION RECOVERY (1980)
 BV0387
 BV0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0387'RECOVERED IN GOOD CONDITION.
 BV0387
 BV0387                          STATION RECOVERY (1991)
 BV0387
 BV0387'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0387'THE MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTHEAST OF BUCKATUNNA, ON
 BV0387'THE SOUTHWEST R.O.W. OF U.S. HIGHWAY 45, ON THE SITE OF THE ABANDONED
 BV0387'BUCKATUNNA SCHOOL AND IS IN SECTION 32, T 7N, R 5W.
 BV0387'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND CHICORA ROAD JUST
 BV0387'EAST OF THE POST OFFICE IN BUCKATUNNA, GO SOUTHEAST ON U.S. HIGHWAY
 BV0387'45 FOR 1.3 MI (2.1 KM) TO THE ABANDONED SCHOOL AND THE MARK ON THE
 BV0387'RIGHT.
 BV0387'MARK IS A MSHD DISK SET IN THE OF A SQUARE CONCRETE POST, ABOUT 1.0 FT
 BV0387'(0.3 M) BELOW THE LEVEL OF THE HIGHWAY, 3 INCHES BELOW THE GROUND,
 BV0387'151.5 FT (46.2 M) NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 BV0387'BUILDING (THE ABANDONED SCHOOL), 58.0 FT (17.7 M) EAST OF THE CENTER
 BV0387'OF A GRAVEL DRIVEWAY, 52.0 FT (15.8 M) SOUTHWEST OF THE CENTER OF
 BV0387'HIGHWAY 45, 39.0 FT (11.9 M) SOUTHEAST OF A R.O.W. MARKER, 29.0 FT
 BV0387'(8.8 M) NORTHWEST OF A LONE 36 INCH PINE, 2.0 FT (0.6 M) NORTHWEST OF
 BV0387'A METAL WITNESS POST AND 1.2 FT (0.4 M) NORTH OF A POLE WITH NOTHING
 BV0387'ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0426 ***********************************************************************
 BV0426  DESIGNATION -  45 V 20
 BV0426  PID         -  BV0426
 BV0426  STATE/COUNTY-  MS/WAYNE
 BV0426  USGS QUAD   -  SHUBUTA (1964)
 BV0426
 BV0426                         *CURRENT SURVEY CONTROL
 BV0426  ___________________________________________________________________
 BV0426* NAD 83(1986)-  31 49 58.     (N)    088 41 22.     (W)     SCALED    
 BV0426* NAVD 88     -        69.189  (meters)     227.00   (feet)  ADJUSTED  
 BV0426  ___________________________________________________________________
 BV0426  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BV0426  DYNAMIC HT  -          69.108 (meters)     226.73  (feet)  COMP
 BV0426  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 BV0426
 BV0426  VERT ORDER  -  FIRST     CLASS II
 BV0426
 BV0426.The horizontal coordinates were scaled from a topographic map and have
 BV0426.an estimated accuracy of +/- 6 seconds.
 BV0426
 BV0426.The orthometric height was determined by differential leveling
 BV0426.and adjusted in June 1991.
 BV0426
 BV0426.The geoid height was determined by GEOID03.
 BV0426
 BV0426.The dynamic height is computed by dividing the NAVD 88
 BV0426.geopotential number by the normal gravity value computed on the
 BV0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0426.degrees latitude (g = 980.6199 gals.).
 BV0426
 BV0426.The modeled gravity was interpolated from observed gravity values.
 BV0426
 BV0426;                    North         East    Units  Estimated Accuracy
 BV0426;SPC MS E     -   258,620.      313,620.      MT  (+/- 180 meters Scaled)
 BV0426
 BV0426                          SUPERSEDED SURVEY CONTROL
 BV0426
 BV0426  NGVD 29 (??/??/??)   69.167  (m)          226.93   (f) ADJUSTED    1 2
 BV0426
 BV0426.Superseded values are not recommended for survey control.
 BV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0426.See file dsdata.txt to determine how the superseded data were derived.
 BV0426
 BV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA401231(NAD 83)
 BV0426_MARKER: DD = SURVEY DISK
 BV0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0426_SP_SET: CONCRETE POST
 BV0426_STAMPING: BM 45V-20 1961
 BV0426_MARK LOGO: MSHD  
 BV0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0426+STABILITY: SURFACE MOTION
 BV0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0426+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0426
 BV0426  HISTORY     - Date     Condition        Report By
 BV0426  HISTORY     - 1961     MONUMENTED       MSHD
 BV0426  HISTORY     - 1964     GOOD             NGS
 BV0426  HISTORY     - 1980     GOOD             NGS
 BV0426  HISTORY     - 19910828 GOOD             MSHD
 BV0426
 BV0426                          STATION DESCRIPTION
 BV0426
 BV0426'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0426'1.8 MI S FROM SHUBUTA.
 BV0426'THE MARK IS LOCATED ABOUT 1.8 MILES SOUTH OF SHUBUTA, ALONG AND ON THE
 BV0426'WEST SIDE OF U.S. HIGHWAY 45, AT THE EASTERN EDGE OF A HEAVILY WOODED
 BV0426'AREA AND ON A POWERLINE RIGHT-OF-WAY.  TO REACH FROM THE TRAFFIC LIGHT
 BV0426'AT THE INTERSECTION OF U.S. 45 AND MAIN STREET IN SHUBUTA GO SOUTH ON
 BV0426'U.S. 45 FOR 1.95 MILES TO A WHITE FRAME HOUSE ON THE RIGHT AND A GREEN
 BV0426'FRAME HOUSE ON THE LEFT IMMEDIATELY BEFORE REACHING AN OLD SAWMILL
 BV0426'SITE, CONTINUE SOUTH ON U.S. 45 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BV0426'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED B. M.
 BV0426'45V-20 1961 AND IS SET IN THE TOP OF A 12-INCH CONCRETE POST
 BV0426'PROJECTING 2 INCHES.  IT IS 78.6 FEET WEST OF THE CENTER OF THE
 BV0426'HIGHWAY, 26.2 FEET WEST OF A RIGHT-OF-WAY FENCE, 1.6 NORTH OF A
 BV0426'POWERLINE POLE.  A METAL WITNESS SIGNPOST WAS SET 1.0 FEET WEST OF THE
 BV0426'MARK.
 BV0426
 BV0426                          STATION RECOVERY (1964)
 BV0426
 BV0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0426'RECOVERED IN GOOD CONDITION.
 BV0426
 BV0426                          STATION RECOVERY (1980)
 BV0426
 BV0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0426'RECOVERED IN GOOD CONDITION.
 BV0426
 BV0426                          STATION RECOVERY (1991)
 BV0426
 BV0426'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0426'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF SHUBUTA, AT THE
 BV0426'WEST EDGE OF A POWER LINE R.O.W., 11.0 MI (17.7 KM) NORTHWEST OF
 BV0426'WAYNESBORO AND IS IN SECTION 16, T 10N, R 7W.
 BV0426'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV0426'ABOUT 1.4 MI (2.3 KM) SOTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0426'45 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT.
 BV0426'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0426'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES,
 BV0426'ABOUT 100 YDS NORTH OF A CHAIN LINK FENCE AROUND A GAS VALVE, 151.0
 BV0426'FT (46.0 M) SOUTHWEST OF POWER POLE NO 27, 78.5 FT (23.9 M) WEST OF
 BV0426'THE CENTER OF HIGHWAY 45, 28.0 FT (8.5 M) WEST OF THE CENTER OF A
 BV0426'POWER LINE AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0561 ***********************************************************************
 EG0561  DESIGNATION -  45 V 200 MSHD RESET 1974
 EG0561  PID         -  EG0561
 EG0561  STATE/COUNTY-  MS/LEE
 EG0561  USGS QUAD   -  TUPELO (1982)
 EG0561
 EG0561                         *CURRENT SURVEY CONTROL
 EG0561  ___________________________________________________________________
 EG0561* NAD 83(1986)-  34 20 13.     (N)    088 42 20.     (W)     SCALED    
 EG0561* NAVD 88     -        95.986  (meters)     314.91   (feet)  ADJUSTED  
 EG0561  ___________________________________________________________________
 EG0561  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0561  DYNAMIC HT  -          95.891 (meters)     314.60  (feet)  COMP
 EG0561  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EG0561
 EG0561  VERT ORDER  -  FIRST     CLASS II
 EG0561
 EG0561.The horizontal coordinates were scaled from a topographic map and have
 EG0561.an estimated accuracy of +/- 6 seconds.
 EG0561
 EG0561.The orthometric height was determined by differential leveling
 EG0561.and adjusted in June 1991.
 EG0561
 EG0561.The geoid height was determined by GEOID03.
 EG0561
 EG0561.The dynamic height is computed by dividing the NAVD 88
 EG0561.geopotential number by the normal gravity value computed on the
 EG0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0561.degrees latitude (g = 980.6199 gals.).
 EG0561
 EG0561.The modeled gravity was interpolated from observed gravity values.
 EG0561
 EG0561;                    North         East    Units  Estimated Accuracy
 EG0561;SPC MS E     -   536,330.      311,760.      MT  (+/- 180 meters Scaled)
 EG0561
 EG0561                          SUPERSEDED SURVEY CONTROL
 EG0561
 EG0561.No superseded survey control is available for this station.
 EG0561
 EG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD431008(NAD 83)
 EG0561_MARKER: DD = SURVEY DISK
 EG0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0561_STAMPING: BM 45V 200 RESET 1974
 EG0561_MARK LOGO: MSHD  
 EG0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0561+STABILITY: SURFACE MOTION
 EG0561
 EG0561  HISTORY     - Date     Condition        Report By
 EG0561  HISTORY     - 1974     MONUMENTED       MSHD
 EG0561  HISTORY     - 1983     GOOD             NGS
 EG0561
 EG0561                          STATION DESCRIPTION
 EG0561
 EG0561'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG0561'3 MI SW FROM SALTILLO.
 EG0561'THE MARK IS LOCATED 3 MILES SW OF SALTILLO IN THE NW ANGLE OF THE
 EG0561'JUNCTION OF A BLACK TOP ROAD WITH U.S. HIGHWAY 45 NEAR THE NATCHEZ
 EG0561'TRACE PARKWAY ROW ABOUT 0.25 MILE NORTH OF THE CROSSING OF THE NATCHEZ
 EG0561'TRACE ABOUT 0.5 MILE NE OF THE PARKWAY HEADQUARTERS, 5.7 MILES NORTH
 EG0561'OF TUPELO IN THE NE 1/4 OF SECTION 6, T 9S, R 6E.  IT IS 98 FEET WEST
 EG0561'OF THE CENTER OF HIGHWAY 45, 43 FEET NORTH OF THE CENTER OF A BLACK
 EG0561'TOP ROAD, 33.5 FEET WSW OF A 30 INCH OAK AT THE SE CORNER OF A
 EG0561'PASTURE, 79.5 FEET EAST OF A POWER POLE WITH A GUY WIRE, 41.5 FEET
 EG0561'WEST OF THE SE CORNER OF A RAIL FENCE, 3.5 FEET EAST OF A N.T.P.
 EG0561'BOUNDARY MARKER, 2 FEET SW OF THE FOURTH POST FROM THE SE CORNER OF A
 EG0561'RAIL FENCE, 1.5 FEET SOUTH OF A RAIL FENCE, 1 FOOT NORTH OF A METAL
 EG0561'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2
 EG0561'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH
 EG0561'FROM THE U.S. POST OFFICE IN TUPELO GO WEST ON MAIN STREET FOR 0.35
 EG0561'MILE TO THE INTERSECTION OF U.S. HIGHWAY 45.  TURN RIGHT AND GO NORTH
 EG0561'ON U.S. HIGHWAY 45 FOR 1.1 MILES TO THE BRIDGE OVER U.S. HIGHWAY 78.
 EG0561'CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 4.3 MILES TO THE NATCHEZ TRACE
 EG0561'OVERPASS.  CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.25 MILE TO THE TOP
 EG0561'OF A HILL AND A SIDE ROAD AND THE MARK ON THE LEFT.
 EG0561
 EG0561                          STATION RECOVERY (1983)
 EG0561
 EG0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0562 ***********************************************************************
 EG0562  DESIGNATION -  45 V 201 MSHD
 EG0562  PID         -  EG0562
 EG0562  STATE/COUNTY-  MS/LEE
 EG0562  USGS QUAD   -  TUPELO (1982)
 EG0562
 EG0562                         *CURRENT SURVEY CONTROL
 EG0562  ___________________________________________________________________
 EG0562* NAD 83(1986)-  34 20 58.     (N)    088 42 15.     (W)     SCALED    
 EG0562* NAVD 88     -        86.042  (meters)     282.29   (feet)  POSTED    
 EG0562  ___________________________________________________________________
 EG0562  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0562  DYNAMIC HT  -          85.960 (meters)     282.02  (feet)  COMP
 EG0562  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EG0562
 EG0562  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EG0562
 EG0562.The horizontal coordinates were scaled from a topographic map and have
 EG0562.an estimated accuracy of +/- 6 seconds.
 EG0562
 EG0562.The orthometric height was determined by differential leveling
 EG0562.and adjusted by the  in 1992.
 EG0562.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EG0562.rate of 1.1 thru 2.0 mm/km.
 EG0562
 EG0562.The geoid height was determined by GEOID03.
 EG0562
 EG0562.The dynamic height is computed by dividing the NAVD 88
 EG0562.geopotential number by the normal gravity value computed on the
 EG0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0562.degrees latitude (g = 980.6199 gals.).
 EG0562
 EG0562.The modeled gravity was interpolated from observed gravity values.
 EG0562
 EG0562;                    North         East    Units  Estimated Accuracy
 EG0562;SPC MS E     -   537,720.      311,880.      MT  (+/- 180 meters Scaled)
 EG0562
 EG0562                          SUPERSEDED SURVEY CONTROL
 EG0562
 EG0562  NGVD 29 (??/??/92)   85.999  (m)          282.15   (f) ADJ UNCH    2 0
 EG0562
 EG0562.Superseded values are not recommended for survey control.
 EG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0562.See file dsdata.txt to determine how the superseded data were derived.
 EG0562
 EG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD432022(NAD 83)
 EG0562_MARKER: DD = SURVEY DISK
 EG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0562_STAMPING: 45V-201 1964
 EG0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0562+STABILITY: SURFACE MOTION
 EG0562
 EG0562  HISTORY     - Date     Condition        Report By
 EG0562  HISTORY     - 1964     MONUMENTED       MSHD
 EG0562  HISTORY     - 1965     GOOD             MSHD
 EG0562  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0562
 EG0562                          STATION DESCRIPTION
 EG0562
 EG0562'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0562'5.50 MI N FROM TUPELO.
 EG0562'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0562'THE HOLIDAY INN MOTEL AT TUPELO, GO NORTH ON U. S. HIGHWAY 45 FOR 4.65
 EG0562'MILES TO A GRAVEL SIDE ROAD ON THE LEFT, CONTINUE ON THE HIGHWAY FOR
 EG0562'0.85 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 EG0562'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 95 FEET EAST OF THE
 EG0562'CENTERLINE OF THE HIGHWAY, 4 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER,
 EG0562'2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 EG0562'AND PROJECTS 1 INCH.
 EG0562
 EG0562                          STATION RECOVERY (1983)
 EG0562
 EG0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0562'NOT RECOVERED, PROBABLY TAKEN OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0563 ***********************************************************************
 EG0563  DESIGNATION -  45 V 202 MSHD
 EG0563  PID         -  EG0563
 EG0563  STATE/COUNTY-  MS/LEE
 EG0563  USGS QUAD   -  TUPELO (1982)
 EG0563
 EG0563                         *CURRENT SURVEY CONTROL
 EG0563  ___________________________________________________________________
 EG0563* NAD 83(1986)-  34 21 39.     (N)    088 42 13.     (W)     SCALED    
 EG0563* NAVD 88     -        86.422  (meters)     283.54   (feet)  POSTED    
 EG0563  ___________________________________________________________________
 EG0563  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0563  DYNAMIC HT  -          86.340 (meters)     283.27  (feet)  COMP
 EG0563  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EG0563
 EG0563  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EG0563
 EG0563.The horizontal coordinates were scaled from a topographic map and have
 EG0563.an estimated accuracy of +/- 6 seconds.
 EG0563
 EG0563.The orthometric height was determined by differential leveling
 EG0563.and adjusted by the  in 1992.
 EG0563.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EG0563.rate of 1.1 thru 2.0 mm/km.
 EG0563
 EG0563.The geoid height was determined by GEOID03.
 EG0563
 EG0563.The dynamic height is computed by dividing the NAVD 88
 EG0563.geopotential number by the normal gravity value computed on the
 EG0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0563.degrees latitude (g = 980.6199 gals.).
 EG0563
 EG0563.The modeled gravity was interpolated from observed gravity values.
 EG0563
 EG0563;                    North         East    Units  Estimated Accuracy
 EG0563;SPC MS E     -   538,980.      311,930.      MT  (+/- 180 meters Scaled)
 EG0563
 EG0563                          SUPERSEDED SURVEY CONTROL
 EG0563
 EG0563  NGVD 29 (??/??/92)   86.377  (m)          283.39   (f) ADJ UNCH    2 0
 EG0563
 EG0563.Superseded values are not recommended for survey control.
 EG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0563.See file dsdata.txt to determine how the superseded data were derived.
 EG0563
 EG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD433034(NAD 83)
 EG0563_MARKER: DD = SURVEY DISK
 EG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0563_STAMPING: 45V-202 1964
 EG0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0563+STABILITY: SURFACE MOTION
 EG0563
 EG0563  HISTORY     - Date     Condition        Report By
 EG0563  HISTORY     - 1964     MONUMENTED       MSHD
 EG0563  HISTORY     - 1965     GOOD             MSHD
 EG0563  HISTORY     - 1973     MARK NOT FOUND   USGS
 EG0563  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0563
 EG0563                          STATION DESCRIPTION
 EG0563
 EG0563'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0563'6.25 MI N FROM TUPELO.
 EG0563'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0563'THE HOLIDAY INN IN TUPELO GO NORTH ON U. S. HIGHWAY 45 FOR 6.25 MILES
 EG0563'TO THE MARK ON THE RIGHT.  (0.95 MILE SOUTH OF THE CROSSING OF STATE
 EG0563'HIGHWAY 363 WITH U. S. HIGHWAY 45).  THE MARK IS A DISK SET IN THE TOP
 EG0563'OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED 0.75 MILE NORTH OF
 EG0563'BENCH MARK 45V-201, 76 FEET EAST OF THE CENTERLINE OF A LONE RED BRICK
 EG0563'HOUSE ON THE EAST SIDE OF THE HIGHWAY, 0.05 MILE NORTH OF A CONCRETE
 EG0563'BOX CULVERT AND AT THE WEST EDGE OF A CULTIVATED FIELD, 1.5 FEET NORTH
 EG0563'OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 EG0563'FLUSH WITH THE GROUND.
 EG0563
 EG0563                          STATION RECOVERY (1973)
 EG0563
 EG0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0563'MARK NOT FOUND.
 EG0563
 EG0563                          STATION RECOVERY (1983)
 EG0563
 EG0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0563'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0564 ***********************************************************************
 EG0564  DESIGNATION -  45 V 203 MSHD
 EG0564  PID         -  EG0564
 EG0564  STATE/COUNTY-  MS/LEE
 EG0564  USGS QUAD   -  TUPELO (1982)
 EG0564
 EG0564                         *CURRENT SURVEY CONTROL
 EG0564  ___________________________________________________________________
 EG0564* NAD 83(1986)-  34 22 17.     (N)    088 41 57.     (W)     SCALED    
 EG0564* NAVD 88     -        90.903  (meters)     298.24   (feet)  POSTED    
 EG0564  ___________________________________________________________________
 EG0564  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0564  DYNAMIC HT  -          90.810 (meters)     297.93  (feet)  COMP
 EG0564  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EG0564
 EG0564  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EG0564
 EG0564.The horizontal coordinates were scaled from a topographic map and have
 EG0564.an estimated accuracy of +/- 6 seconds.
 EG0564
 EG0564.The orthometric height was determined by differential leveling
 EG0564.and adjusted by the  in 1992.
 EG0564.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EG0564.rate of 1.1 thru 2.0 mm/km.
 EG0564
 EG0564.The geoid height was determined by GEOID03.
 EG0564
 EG0564.The dynamic height is computed by dividing the NAVD 88
 EG0564.geopotential number by the normal gravity value computed on the
 EG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0564.degrees latitude (g = 980.6199 gals.).
 EG0564
 EG0564.The modeled gravity was interpolated from observed gravity values.
 EG0564
 EG0564;                    North         East    Units  Estimated Accuracy
 EG0564;SPC MS E     -   540,150.      312,340.      MT  (+/- 180 meters Scaled)
 EG0564
 EG0564                          SUPERSEDED SURVEY CONTROL
 EG0564
 EG0564  NGVD 29 (??/??/92)   90.855  (m)          298.08   (f) ADJ UNCH    2 0
 EG0564
 EG0564.Superseded values are not recommended for survey control.
 EG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0564.See file dsdata.txt to determine how the superseded data were derived.
 EG0564
 EG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD437046(NAD 83)
 EG0564_MARKER: DD = SURVEY DISK
 EG0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0564_SP_SET: BRIDGE
 EG0564_STAMPING: 45V-203 1964
 EG0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0564
 EG0564  HISTORY     - Date     Condition        Report By
 EG0564  HISTORY     - 1964     MONUMENTED       MSHD
 EG0564  HISTORY     - 1965     GOOD             MSHD
 EG0564  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0564
 EG0564                          STATION DESCRIPTION
 EG0564
 EG0564'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0564'7.05 MI N FROM TUPELO.
 EG0564'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0564'THE HOLIDAY INN MOTEL IN TUPELO GO NORTH ON HIGHWAY 45 FOR 7.05 MILES
 EG0564'TO THE MARK ON THE RIGHT, 0.15 MILE SOUTH OF THE INTERSECTION OF U. S.
 EG0564'HIGHWAY 45 AND STATE HIGHWAY 363.  THE MARK IS A DISK SET IN CEMENT IN
 EG0564'A DRILLED HOLE IN THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 14.5
 EG0564'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 EG0564'CENTERLINE OF THE HIGHWAY.
 EG0564
 EG0564                          STATION RECOVERY (1983)
 EG0564
 EG0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0564'NOT RECOVERED, BRIDGE HAS BEEN TAKEN OUT AND REPLACED BY A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0565 ***********************************************************************
 EG0565  DESIGNATION -  45 V 204 MSHD
 EG0565  PID         -  EG0565
 EG0565  STATE/COUNTY-  MS/LEE
 EG0565  USGS QUAD   -  GUNTOWN (1992)
 EG0565
 EG0565                         *CURRENT SURVEY CONTROL
 EG0565  ___________________________________________________________________
 EG0565* NAD 83(1986)-  34 22 55.     (N)    088 41 40.     (W)     SCALED    
 EG0565* NAVD 88     -       108.239  (meters)     355.11   (feet)  POSTED    
 EG0565  ___________________________________________________________________
 EG0565  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0565  DYNAMIC HT  -         108.130 (meters)     354.76  (feet)  COMP
 EG0565  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EG0565
 EG0565  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EG0565
 EG0565.The horizontal coordinates were scaled from a topographic map and have
 EG0565.an estimated accuracy of +/- 6 seconds.
 EG0565
 EG0565.The orthometric height was determined by differential leveling
 EG0565.and adjusted by the  in 1992.
 EG0565.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EG0565.rate of 2.1 thru 3.0 mm/km.
 EG0565
 EG0565.The geoid height was determined by GEOID03.
 EG0565
 EG0565.The dynamic height is computed by dividing the NAVD 88
 EG0565.geopotential number by the normal gravity value computed on the
 EG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0565.degrees latitude (g = 980.6199 gals.).
 EG0565
 EG0565.The modeled gravity was interpolated from observed gravity values.
 EG0565
 EG0565;                    North         East    Units  Estimated Accuracy
 EG0565;SPC MS E     -   541,320.      312,770.      MT  (+/- 180 meters Scaled)
 EG0565
 EG0565                          SUPERSEDED SURVEY CONTROL
 EG0565
 EG0565  NGVD 29 (??/??/92)  108.188  (m)          354.95   (f) ADJ UNCH    2 0
 EG0565
 EG0565.Superseded values are not recommended for survey control.
 EG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0565.See file dsdata.txt to determine how the superseded data were derived.
 EG0565
 EG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD442058(NAD 83)
 EG0565_MARKER: DD = SURVEY DISK
 EG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0565_STAMPING: 45V-204 1964
 EG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0565+STABILITY: SURFACE MOTION
 EG0565
 EG0565  HISTORY     - Date     Condition        Report By
 EG0565  HISTORY     - 1964     MONUMENTED       MSHD
 EG0565  HISTORY     - 1965     GOOD             MSHD
 EG0565  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0565
 EG0565                          STATION DESCRIPTION
 EG0565
 EG0565'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0565'7.80 MI N FROM TUPELO.
 EG0565'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0565'THE HOLIDAY INN MOTEL AT TUPELO, GO NORTH ON U. S. HIGHWAY 45 FOR 7.2
 EG0565'MILES TO A CROSSROAD AND THE C. D. PYLE SHELL SERVICE STATION ON THE
 EG0565'RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.6 MILE TO THE MARK ON
 EG0565'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0565'CONCRETE POST.  IT IS 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 EG0565'93 FEET SOUTHEAST OF THE EAST END OF A 24 INCH CONCRETE PIPE CULVERT,
 EG0565'46 FEET EAST OF THE INTERSECTION OF A CONCRETE DRIVEWAY AND THE
 EG0565'HIGHWAY, 52 PACES SOUTH OF A GRAVEL ROAD LEADING EAST, 4.5 FEET WEST
 EG0565'OF A FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, 4 FEET ABOVE THE
 EG0565'LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0565
 EG0565                          STATION RECOVERY (1983)
 EG0565
 EG0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0565'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0570 ***********************************************************************
 EG0570  DESIGNATION -  45 V 205 MSHD
 EG0570  PID         -  EG0570
 EG0570  STATE/COUNTY-  MS/LEE
 EG0570  USGS QUAD   -  GUNTOWN (1992)
 EG0570
 EG0570                         *CURRENT SURVEY CONTROL
 EG0570  ___________________________________________________________________
 EG0570* NAD 83(1986)-  34 24 22.     (N)    088 41 04.     (W)     SCALED    
 EG0570* NAVD 88     -       110.415  (meters)     362.25   (feet)  ADJUSTED  
 EG0570  ___________________________________________________________________
 EG0570  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0570  DYNAMIC HT  -         110.307 (meters)     361.90  (feet)  COMP
 EG0570  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EG0570
 EG0570  VERT ORDER  -  SECOND    CLASS 0
 EG0570
 EG0570.The horizontal coordinates were scaled from a topographic map and have
 EG0570.an estimated accuracy of +/- 6 seconds.
 EG0570
 EG0570.The orthometric height was determined by differential leveling
 EG0570.and adjusted in June 1991.
 EG0570
 EG0570.The geoid height was determined by GEOID03.
 EG0570
 EG0570.The dynamic height is computed by dividing the NAVD 88
 EG0570.geopotential number by the normal gravity value computed on the
 EG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0570.degrees latitude (g = 980.6199 gals.).
 EG0570
 EG0570.The modeled gravity was interpolated from observed gravity values.
 EG0570
 EG0570;                    North         East    Units  Estimated Accuracy
 EG0570;SPC MS E     -   544,000.      313,690.      MT  (+/- 180 meters Scaled)
 EG0570
 EG0570                          SUPERSEDED SURVEY CONTROL
 EG0570
 EG0570  NGVD 29 (??/??/92)  110.358  (m)          362.07   (f) ADJ UNCH    2 0
 EG0570
 EG0570.Superseded values are not recommended for survey control.
 EG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0570.See file dsdata.txt to determine how the superseded data were derived.
 EG0570
 EG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD451084(NAD 83)
 EG0570_MARKER: DD = SURVEY DISK
 EG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0570_STAMPING: 45V-205 1964
 EG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0570+STABILITY: SURFACE MOTION
 EG0570
 EG0570  HISTORY     - Date     Condition        Report By
 EG0570  HISTORY     - 1964     MONUMENTED       MSHD
 EG0570  HISTORY     - 1965     GOOD             MSHD
 EG0570  HISTORY     - 1973     MARK NOT FOUND   USGS
 EG0570  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0570
 EG0570                          STATION DESCRIPTION
 EG0570
 EG0570'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0570'9.55 MI N FROM TUPELO.
 EG0570'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 78 AT
 EG0570'THE HOLIDAY INN MOTEL IN TUPELO, GO NORTH ON U. S. HIGHWAY 45 FOR 7.20
 EG0570'MILES TO A CROSSROAD AND THE C.D. PYLE SHELL SERVICE STATION ON THE
 EG0570'RIGHT, CONTINUE NORTH ON HIGHWAY 45 FOR 2.35 MILES TO THE MARK ON THE
 EG0570'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0570'POST.  IT IS 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET
 EG0570'SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING EAST, 108 FEET EAST
 EG0570'OF AND ACROSS THE HIGHWAY FROM A POWER POLE WITH A TRANSFORMER AND
 EG0570'WIRES LEADING IN FOUR DIRECTIONS, 3 FEET WEST OF A WHITE BOARD FENCE,
 EG0570'2 FEET NORTH OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 EG0570'HIGHWAY AND PROJECTS 1 INCH.
 EG0570
 EG0570                          STATION RECOVERY (1973)
 EG0570
 EG0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0570'MARK NOT FOUND.
 EG0570
 EG0570                          STATION RECOVERY (1983)
 EG0570
 EG0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0570'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0571 ***********************************************************************
 EG0571  DESIGNATION -  45 V 206 MSHD
 EG0571  PID         -  EG0571
 EG0571  STATE/COUNTY-  MS/LEE
 EG0571  USGS QUAD   -  GUNTOWN (1992)
 EG0571
 EG0571                         *CURRENT SURVEY CONTROL
 EG0571  ___________________________________________________________________
 EG0571* NAD 83(1986)-  34 25 02.     (N)    088 40 46.     (W)     SCALED    
 EG0571* NAVD 88     -       103.280  (meters)     338.84   (feet)  ADJUSTED  
 EG0571  ___________________________________________________________________
 EG0571  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0571  DYNAMIC HT  -         103.179 (meters)     338.51  (feet)  COMP
 EG0571  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EG0571
 EG0571  VERT ORDER  -  SECOND    CLASS 0
 EG0571
 EG0571.The horizontal coordinates were scaled from a topographic map and have
 EG0571.an estimated accuracy of +/- 6 seconds.
 EG0571
 EG0571.The orthometric height was determined by differential leveling
 EG0571.and adjusted in June 1991.
 EG0571
 EG0571.The geoid height was determined by GEOID03.
 EG0571
 EG0571.The dynamic height is computed by dividing the NAVD 88
 EG0571.geopotential number by the normal gravity value computed on the
 EG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0571.degrees latitude (g = 980.6199 gals.).
 EG0571
 EG0571.The modeled gravity was interpolated from observed gravity values.
 EG0571
 EG0571;                    North         East    Units  Estimated Accuracy
 EG0571;SPC MS E     -   545,240.      314,150.      MT  (+/- 180 meters Scaled)
 EG0571
 EG0571                          SUPERSEDED SURVEY CONTROL
 EG0571
 EG0571  NGVD 29 (??/??/92)  103.221  (m)          338.65   (f) ADJ UNCH    2 0
 EG0571
 EG0571.Superseded values are not recommended for survey control.
 EG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0571.See file dsdata.txt to determine how the superseded data were derived.
 EG0571
 EG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD456096(NAD 83)
 EG0571_MARKER: DD = SURVEY DISK
 EG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0571_STAMPING: 45V-206 1964
 EG0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0571+STABILITY: SURFACE MOTION
 EG0571
 EG0571  HISTORY     - Date     Condition        Report By
 EG0571  HISTORY     - 1964     MONUMENTED       MSHD
 EG0571  HISTORY     - 1965     GOOD             MSHD
 EG0571  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0571
 EG0571                          STATION DESCRIPTION
 EG0571
 EG0571'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0571'2.15 MI S FROM GUNTOWN.
 EG0571'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0571'HIGHWAY 348 IN GUNTOWN, GO SOUTH ON U. S. HIGHWAY 45 FOR 2.15 MILES TO
 EG0571'A DRIVEWAY AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG0571'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 52 FEET WEST OF THE
 EG0571'CENTERLINE OF THE HIGHWAY, 26 FEET SOUTHEAST OF A POWER POLE, 7 FEET
 EG0571'EAST OF A WIRE FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 EG0571'LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0571
 EG0571                          STATION RECOVERY (1983)
 EG0571
 EG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0571'NOT RECOVERED, PROPERTY OWNERS HAVE BUILT A FENCE DIRECTLY OVER SITE
 EG0571'OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0572 ***********************************************************************
 EG0572  DESIGNATION -  45 V 207 MSHD
 EG0572  PID         -  EG0572
 EG0572  STATE/COUNTY-  MS/LEE
 EG0572  USGS QUAD   -  GUNTOWN (1992)
 EG0572
 EG0572                         *CURRENT SURVEY CONTROL
 EG0572  ___________________________________________________________________
 EG0572* NAD 83(1986)-  34 25 45.     (N)    088 40 28.     (W)     SCALED    
 EG0572* NAVD 88     -       115.897  (meters)     380.24   (feet)  ADJUSTED  
 EG0572  ___________________________________________________________________
 EG0572  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0572  DYNAMIC HT  -         115.783 (meters)     379.86  (feet)  COMP
 EG0572  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EG0572
 EG0572  VERT ORDER  -  FIRST     CLASS II
 EG0572
 EG0572.The horizontal coordinates were scaled from a topographic map and have
 EG0572.an estimated accuracy of +/- 6 seconds.
 EG0572
 EG0572.The orthometric height was determined by differential leveling
 EG0572.and adjusted in June 1991.
 EG0572.WARNING-Repeat measurements at this control monument indicate possible
 EG0572.vertical movement.
 EG0572
 EG0572.The geoid height was determined by GEOID03.
 EG0572
 EG0572.The dynamic height is computed by dividing the NAVD 88
 EG0572.geopotential number by the normal gravity value computed on the
 EG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0572.degrees latitude (g = 980.6199 gals.).
 EG0572
 EG0572.The modeled gravity was interpolated from observed gravity values.
 EG0572
 EG0572;                    North         East    Units  Estimated Accuracy
 EG0572;SPC MS E     -   546,560.      314,600.      MT  (+/- 180 meters Scaled)
 EG0572
 EG0572                          SUPERSEDED SURVEY CONTROL
 EG0572
 EG0572  NGVD 29 (??/??/92)  115.848  (m)          380.08   (f) ADJ UNCH    1 2
 EG0572
 EG0572.Superseded values are not recommended for survey control.
 EG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0572.See file dsdata.txt to determine how the superseded data were derived.
 EG0572
 EG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD461110(NAD 83)
 EG0572_MARKER: DD = SURVEY DISK
 EG0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0572_STAMPING: 45V-207 1964
 EG0572_MARK LOGO: MSHD  
 EG0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0572+STABILITY: SURFACE MOTION
 EG0572
 EG0572  HISTORY     - Date     Condition        Report By
 EG0572  HISTORY     - 1964     MONUMENTED       MSHD
 EG0572  HISTORY     - 1965     GOOD             MSHD
 EG0572  HISTORY     - 1979     GOOD             LOCSUR
 EG0572  HISTORY     - 1983     GOOD             NGS
 EG0572
 EG0572                          STATION DESCRIPTION
 EG0572
 EG0572'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0572'1.3 MI S FROM GUNTOWN.
 EG0572'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0572'HIGHWAY 348 AT GUNTOWN GO SOUTH ON HIGHWAY 45 FOR 1.3 MILES TO A
 EG0572'BLACKTOP ROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 EG0572'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 47 FEET WEST OF THE
 EG0572'CENTERLINE OF THE HIGHWAY, 72 FEET NORTH OF THE CENTER OF THE BLACKTOP
 EG0572'ROAD, 68 FEET SOUTH OF A FENCE CORNER POST, 32 FEET SOUTHEAST OF A
 EG0572'10-INCH PINE TREE, THE NORTH ONE OF A GROUP OF PINE TREES, DIRECTLY
 EG0572'UNDER A POWERLINE, 2 FEET NORTH OF A METAL WITNESS POST, 4 FEET ABOVE
 EG0572'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0572
 EG0572                          STATION RECOVERY (1979)
 EG0572
 EG0572'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 EG0572'RECOVERED IN GOOD CONDITION.
 EG0572
 EG0572                          STATION RECOVERY (1983)
 EG0572
 EG0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0573 ***********************************************************************
 EG0573  DESIGNATION -  45 V 208 MSHD
 EG0573  PID         -  EG0573
 EG0573  STATE/COUNTY-  MS/LEE
 EG0573  USGS QUAD   -  GUNTOWN (1992)
 EG0573
 EG0573                         *CURRENT SURVEY CONTROL
 EG0573  ___________________________________________________________________
 EG0573* NAD 83(1986)-  34 26 30.     (N)    088 40 07.     (W)     SCALED    
 EG0573* NAVD 88     -       121.591  (meters)     398.92   (feet)  ADJUSTED  
 EG0573  ___________________________________________________________________
 EG0573  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0573  DYNAMIC HT  -         121.471 (meters)     398.53  (feet)  COMP
 EG0573  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 EG0573
 EG0573  VERT ORDER  -  FIRST     CLASS II
 EG0573
 EG0573.The horizontal coordinates were scaled from a topographic map and have
 EG0573.an estimated accuracy of +/- 6 seconds.
 EG0573
 EG0573.The orthometric height was determined by differential leveling
 EG0573.and adjusted in June 1991.
 EG0573.WARNING-Repeat measurements at this control monument indicate possible
 EG0573.vertical movement.
 EG0573
 EG0573.The geoid height was determined by GEOID03.
 EG0573
 EG0573.The dynamic height is computed by dividing the NAVD 88
 EG0573.geopotential number by the normal gravity value computed on the
 EG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0573.degrees latitude (g = 980.6199 gals.).
 EG0573
 EG0573.The modeled gravity was interpolated from observed gravity values.
 EG0573
 EG0573;                    North         East    Units  Estimated Accuracy
 EG0573;SPC MS E     -   547,950.      315,140.      MT  (+/- 180 meters Scaled)
 EG0573
 EG0573                          SUPERSEDED SURVEY CONTROL
 EG0573
 EG0573  NGVD 29 (??/??/92)  121.524  (m)          398.70   (f) ADJ UNCH    1 2
 EG0573
 EG0573.Superseded values are not recommended for survey control.
 EG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0573.See file dsdata.txt to determine how the superseded data were derived.
 EG0573
 EG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD467123(NAD 83)
 EG0573_MARKER: DD = SURVEY DISK
 EG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0573_STAMPING: 45V-208 1964
 EG0573_MARK LOGO: MSHD  
 EG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0573+STABILITY: SURFACE MOTION
 EG0573
 EG0573  HISTORY     - Date     Condition        Report By
 EG0573  HISTORY     - 1964     MONUMENTED       MSHD
 EG0573  HISTORY     - 1965     GOOD             MSHD
 EG0573  HISTORY     - 1983     GOOD             NGS
 EG0573
 EG0573                          STATION DESCRIPTION
 EG0573
 EG0573'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0573'0.4 MI S FROM GUNTOWN.
 EG0573'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0573'HIGHWAY 348 AT GUNTOWN GO SOUTH ON HIGHWAY 45 FOR 0.4 MILE TO THE MARK
 EG0573'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0573'CONCRETE POST.  IT IS 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 EG0573'47 FEET NORTH OF TELEPHONE POLE NO. 91 R, 27 FEET NORTH OF A T FENCE
 EG0573'INTERSECTION, 55 FEET SOUTH OF A BOARD FENCE CORNER POST, 3 FEET EAST
 EG0573'OF A WIRE FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 EG0573'WITH THE HIGHWAY AND PROJECTS 1 INCH.
 EG0573
 EG0573                          STATION RECOVERY (1983)
 EG0573
 EG0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0573'RECOVERED IN GOOD CONDITION.  NOTE, THE T-FENCE INTERSECTION IS NO
 EG0573'LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0577 ***********************************************************************
 EG0577  DESIGNATION -  45 V 209 MSHD
 EG0577  PID         -  EG0577
 EG0577  STATE/COUNTY-  MS/LEE
 EG0577  USGS QUAD   -  GUNTOWN (1992)
 EG0577
 EG0577                         *CURRENT SURVEY CONTROL
 EG0577  ___________________________________________________________________
 EG0577* NAD 83(1986)-  34 27 38.     (N)    088 39 36.     (W)     SCALED    
 EG0577* NAVD 88     -       106.890  (meters)     350.69   (feet)  ADJUSTED  
 EG0577  ___________________________________________________________________
 EG0577  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0577  DYNAMIC HT  -         106.785 (meters)     350.34  (feet)  COMP
 EG0577  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EG0577
 EG0577  VERT ORDER  -  FIRST     CLASS II
 EG0577
 EG0577.The horizontal coordinates were scaled from a topographic map and have
 EG0577.an estimated accuracy of +/- 6 seconds.
 EG0577
 EG0577.The orthometric height was determined by differential leveling
 EG0577.and adjusted in June 1991.
 EG0577
 EG0577.The geoid height was determined by GEOID03.
 EG0577
 EG0577.The dynamic height is computed by dividing the NAVD 88
 EG0577.geopotential number by the normal gravity value computed on the
 EG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0577.degrees latitude (g = 980.6199 gals.).
 EG0577
 EG0577.The modeled gravity was interpolated from observed gravity values.
 EG0577
 EG0577;                    North         East    Units  Estimated Accuracy
 EG0577;SPC MS E     -   550,050.      315,930.      MT  (+/- 180 meters Scaled)
 EG0577
 EG0577                          SUPERSEDED SURVEY CONTROL
 EG0577
 EG0577  NGVD 29 (??/??/92)  106.835  (m)          350.51   (f) ADJ UNCH    1 2
 EG0577
 EG0577.Superseded values are not recommended for survey control.
 EG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0577.See file dsdata.txt to determine how the superseded data were derived.
 EG0577
 EG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD475144(NAD 83)
 EG0577_MARKER: DD = SURVEY DISK
 EG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0577_STAMPING: 45V-209 1964
 EG0577_MARK LOGO: MSHD  
 EG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0577+STABILITY: SURFACE MOTION
 EG0577
 EG0577  HISTORY     - Date     Condition        Report By
 EG0577  HISTORY     - 1964     MONUMENTED       MSHD
 EG0577  HISTORY     - 1965     GOOD             MSHD
 EG0577  HISTORY     - 1976     GOOD             LOCSUR
 EG0577  HISTORY     - 1983     GOOD             NGS
 EG0577
 EG0577                          STATION DESCRIPTION
 EG0577
 EG0577'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0577'1.0 MI N FROM GUNTOWN.
 EG0577'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0577'HIGHWAY 348 AT GUNTOWN GO NORTH ON U. S. HIGHWAY 45 FOR 1.0 MILE TO
 EG0577'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0577'ROUND, CONCRETE POST.  IT IS 43 FEET EAST OF THE CENTERLINE OF THE
 EG0577'HIGHWAY, 46 FEET SOUTHEAST OF THE EAST END OF AN 8 FOOT BY 8 FOOT
 EG0577'CULVERT, 4 FEET WEST OF A WHITE BOARD FENCE, APPROXIMATELY 0.1 MILE
 EG0577'SOUTH OF THE LEE-ANN TRUCK STOP AND RESTAURANT, 1.5 FEET NORTH OF A
 EG0577'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 EG0577'1 INCH.
 EG0577
 EG0577                          STATION RECOVERY (1976)
 EG0577
 EG0577'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 EG0577'RECOVERED IN GOOD CONDITION.
 EG0577
 EG0577                          STATION RECOVERY (1983)
 EG0577
 EG0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0577'RECOVERED IN GOOD CONDITION.
 EG0577'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0427 ***********************************************************************
 BV0427  DESIGNATION -  45 V 21
 BV0427  PID         -  BV0427
 BV0427  STATE/COUNTY-  MS/CLARKE
 BV0427  USGS QUAD   -  SHUBUTA (1964)
 BV0427
 BV0427                         *CURRENT SURVEY CONTROL
 BV0427  ___________________________________________________________________
 BV0427* NAD 83(1986)-  31 50 54.     (N)    088 41 22.     (W)     SCALED    
 BV0427* NAVD 88     -        60.926  (meters)     199.89   (feet)  ADJUSTED  
 BV0427  ___________________________________________________________________
 BV0427  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV0427  DYNAMIC HT  -          60.854 (meters)     199.65  (feet)  COMP
 BV0427  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 BV0427
 BV0427  VERT ORDER  -  FIRST     CLASS II
 BV0427
 BV0427.The horizontal coordinates were scaled from a topographic map and have
 BV0427.an estimated accuracy of +/- 6 seconds.
 BV0427
 BV0427.The orthometric height was determined by differential leveling
 BV0427.and adjusted in June 1991.
 BV0427.WARNING-Repeat measurements at this control monument indicate possible
 BV0427.vertical movement.
 BV0427
 BV0427.The geoid height was determined by GEOID03.
 BV0427
 BV0427.The dynamic height is computed by dividing the NAVD 88
 BV0427.geopotential number by the normal gravity value computed on the
 BV0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0427.degrees latitude (g = 980.6199 gals.).
 BV0427
 BV0427.The modeled gravity was interpolated from observed gravity values.
 BV0427
 BV0427;                    North         East    Units  Estimated Accuracy
 BV0427;SPC MS E     -   260,340.      313,620.      MT  (+/- 180 meters Scaled)
 BV0427
 BV0427                          SUPERSEDED SURVEY CONTROL
 BV0427
 BV0427  NGVD 29 (??/??/??)   60.903  (m)          199.81   (f) ADJUSTED    1 2
 BV0427
 BV0427.Superseded values are not recommended for survey control.
 BV0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0427.See file dsdata.txt to determine how the superseded data were derived.
 BV0427
 BV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA401248(NAD 83)
 BV0427_MARKER: DD = SURVEY DISK
 BV0427_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV0427_SP_SET: BRIDGE ABUTMENT
 BV0427_STAMPING: BM 45V-21 1961
 BV0427_MARK LOGO: MSHD  
 BV0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0427+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 BV0427
 BV0427  HISTORY     - Date     Condition        Report By
 BV0427  HISTORY     - 1961     MONUMENTED       MSHD
 BV0427  HISTORY     - 1964     GOOD             NGS
 BV0427  HISTORY     - 1980     GOOD             NGS
 BV0427  HISTORY     - 19910404 GOOD             MSHD
 BV0427
 BV0427                          STATION DESCRIPTION
 BV0427
 BV0427'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0427'1.0 MI SE FROM SHUBUTA.
 BV0427'THE MARK IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF SHUBUTA, ON THE WEST
 BV0427'SIDE OF U.S. HIGHWAY 45, AT THE BASE OF, AND AT THE SOUTH END OF THE
 BV0427'WEST RAILING OF A CONCRETE BRIDGE SPANNING THE CHICKASAWHAY RIVER. TO
 BV0427'REACH FROM THE INTERSECTION OF U.S. 45 AND THE MAIN STREET IN SHUBUTA
 BV0427'GO SOUTH ON U.S. 45 FOR 1.0 MILE TO THE OVERPASS AND THE MARK AS
 BV0427'DESCRIBED.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 BV0427'BM 45V-21 1961 AND IS SET IN CEMENT IN A DRILL HOLE FLUSH WITH THE
 BV0427'BASE OF THE RAILING.
 BV0427
 BV0427                          STATION RECOVERY (1964)
 BV0427
 BV0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0427'RECOVERED IN GOOD CONDITION.
 BV0427
 BV0427                          STATION RECOVERY (1980)
 BV0427
 BV0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0427'RECOVERED IN GOOD CONDITION.
 BV0427
 BV0427                          STATION RECOVERY (1991)
 BV0427
 BV0427'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0427'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF SHUBUTA IN A
 BV0427'CONCRETE BRIDGE OVER THE CHICKASAWHAY RIVER, 0.15 MI (0.24 KM)
 BV0427'NORTHWEST OF THE CLARKE-WAYNE COUNTY LINE AND IS IN SECTION 9, T 10N,
 BV0427'R 7W.
 BV0427'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTA STREET
 BV0427'IN SHUBUTA, GO SOUTH ON U.S. HIGHWAY 45 FOR 1.05 MI (1.69 KM) TO THE
 BV0427'BRIDGE AND THE MARK ON THE RIGHT.
 BV0427'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 BV0427'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 15.0 FT (4.6 M) SOUTHWEST OF
 BV0427'THE CENTER OF HIGHWAY 45 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0578 ***********************************************************************
 EG0578  DESIGNATION -  45 V 210 MSHD
 EG0578  PID         -  EG0578
 EG0578  STATE/COUNTY-  MS/LEE
 EG0578  USGS QUAD   -  GUNTOWN (1992)
 EG0578
 EG0578                         *CURRENT SURVEY CONTROL
 EG0578  ___________________________________________________________________
 EG0578* NAD 83(1986)-  34 28 13.     (N)    088 39 21.     (W)     SCALED    
 EG0578* NAVD 88     -       103.963  (meters)     341.09   (feet)  ADJUSTED  
 EG0578  ___________________________________________________________________
 EG0578  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0578  DYNAMIC HT  -         103.861 (meters)     340.75  (feet)  COMP
 EG0578  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 EG0578
 EG0578  VERT ORDER  -  FIRST     CLASS II
 EG0578
 EG0578.The horizontal coordinates were scaled from a topographic map and have
 EG0578.an estimated accuracy of +/- 6 seconds.
 EG0578
 EG0578.The orthometric height was determined by differential leveling
 EG0578.and adjusted in June 1991.
 EG0578
 EG0578.The geoid height was determined by GEOID03.
 EG0578
 EG0578.The dynamic height is computed by dividing the NAVD 88
 EG0578.geopotential number by the normal gravity value computed on the
 EG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0578.degrees latitude (g = 980.6199 gals.).
 EG0578
 EG0578.The modeled gravity was interpolated from observed gravity values.
 EG0578
 EG0578;                    North         East    Units  Estimated Accuracy
 EG0578;SPC MS E     -   551,130.      316,310.      MT  (+/- 180 meters Scaled)
 EG0578
 EG0578                          SUPERSEDED SURVEY CONTROL
 EG0578
 EG0578  NGVD 29 (??/??/92)  103.906  (m)          340.90   (f) ADJ UNCH    1 2
 EG0578
 EG0578.Superseded values are not recommended for survey control.
 EG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0578.See file dsdata.txt to determine how the superseded data were derived.
 EG0578
 EG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD479155(NAD 83)
 EG0578_MARKER: DD = SURVEY DISK
 EG0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0578_SP_SET: BRIDGE
 EG0578_STAMPING: 45V-210 1964
 EG0578_MARK LOGO: MSHD  
 EG0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0578
 EG0578  HISTORY     - Date     Condition        Report By
 EG0578  HISTORY     - 1964     MONUMENTED       MSHD
 EG0578  HISTORY     - 1965     GOOD             MSHD
 EG0578  HISTORY     - 1976     GOOD             LOCSUR
 EG0578  HISTORY     - 1983     GOOD             NGS
 EG0578
 EG0578                          STATION DESCRIPTION
 EG0578
 EG0578'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0578'1.7 MI N FROM GUNTOWN.
 EG0578'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0578'HIGHWAY 348 AT GUNTOWN GO NORTH ON U. S. HIGHWAY 45 FOR 1.7 MILES TO A
 EG0578'CONCRETE BRIDGE AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 EG0578'CEMENT IN A DRILLED HOLE IN THE NORTHEAST ABUTMENT OF THE BRIDGE, 14.5
 EG0578'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 EG0578'HIGHWAY.
 EG0578
 EG0578                          STATION RECOVERY (1976)
 EG0578
 EG0578'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 EG0578'RECOVERED IN GOOD CONDITION.
 EG0578
 EG0578                          STATION RECOVERY (1983)
 EG0578
 EG0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0579 ***********************************************************************
 EG0579  DESIGNATION -  45 V 211 MSHD
 EG0579  PID         -  EG0579
 EG0579  STATE/COUNTY-  MS/LEE
 EG0579  USGS QUAD   -  GUNTOWN (1992)
 EG0579
 EG0579                         *CURRENT SURVEY CONTROL
 EG0579  ___________________________________________________________________
 EG0579* NAD 83(1986)-  34 28 49.     (N)    088 39 05.     (W)     SCALED    
 EG0579* NAVD 88     -       107.008  (meters)     351.08   (feet)  ADJUSTED  
 EG0579  ___________________________________________________________________
 EG0579  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0579  DYNAMIC HT  -         106.903 (meters)     350.73  (feet)  COMP
 EG0579  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 EG0579
 EG0579  VERT ORDER  -  FIRST     CLASS II
 EG0579
 EG0579.The horizontal coordinates were scaled from a topographic map and have
 EG0579.an estimated accuracy of +/- 6 seconds.
 EG0579
 EG0579.The orthometric height was determined by differential leveling
 EG0579.and adjusted in June 1991.
 EG0579
 EG0579.The geoid height was determined by GEOID03.
 EG0579
 EG0579.The dynamic height is computed by dividing the NAVD 88
 EG0579.geopotential number by the normal gravity value computed on the
 EG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0579.degrees latitude (g = 980.6199 gals.).
 EG0579
 EG0579.The modeled gravity was interpolated from observed gravity values.
 EG0579
 EG0579;                    North         East    Units  Estimated Accuracy
 EG0579;SPC MS E     -   552,240.      316,710.      MT  (+/- 180 meters Scaled)
 EG0579
 EG0579                          SUPERSEDED SURVEY CONTROL
 EG0579
 EG0579  NGVD 29 (??/??/92)  106.952  (m)          350.89   (f) ADJ UNCH    1 2
 EG0579
 EG0579.Superseded values are not recommended for survey control.
 EG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0579.See file dsdata.txt to determine how the superseded data were derived.
 EG0579
 EG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD483166(NAD 83)
 EG0579_MARKER: DD = SURVEY DISK
 EG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0579_STAMPING: 45V-211 1964
 EG0579_MARK LOGO: MSHD  
 EG0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0579+STABILITY: SURFACE MOTION
 EG0579
 EG0579  HISTORY     - Date     Condition        Report By
 EG0579  HISTORY     - 1964     MONUMENTED       MSHD
 EG0579  HISTORY     - 1965     GOOD             MSHD
 EG0579  HISTORY     - 1983     GOOD             NGS
 EG0579
 EG0579                          STATION DESCRIPTION
 EG0579
 EG0579'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0579'2.25 MI S FROM BALDWIN.
 EG0579'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0579'HIGHWAY 370 AT BALDWIN GO SOUTH ON HIGHWAY 45 FOR 2.25 MILES TO A
 EG0579'CROSSROAD AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG0579'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 57 FEET EAST OF THE
 EG0579'CENTERLINE OF THE HIGHWAY, 118 FEET NORTH OF A GRAVEL ROAD, 148 FEET
 EG0579'NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 3 FEET SOUTH OF
 EG0579'TELEPHONE LINE POLE NO. 43, 12 FEET SOUTHEAST OF A RIGHT-OF-WAY
 EG0579'MARKER, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EG0579'THE HIGHWAY AND PROJECTS 1 INCH.
 EG0579
 EG0579                          STATION RECOVERY (1983)
 EG0579
 EG0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0579'RECOVERED IN GOOD CONDITION.
 EG0579'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0580 ***********************************************************************
 EG0580  DESIGNATION -  45 V 212
 EG0580  PID         -  EG0580
 EG0580  STATE/COUNTY-  MS/LEE
 EG0580  USGS QUAD   -  GUNTOWN (1992)
 EG0580
 EG0580                         *CURRENT SURVEY CONTROL
 EG0580  ___________________________________________________________________
 EG0580* NAD 83(1986)-  34 29 33.     (N)    088 38 44.     (W)     SCALED    
 EG0580* NAVD 88     -       122.085  (meters)     400.54   (feet)  ADJUSTED  
 EG0580  ___________________________________________________________________
 EG0580  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0580  DYNAMIC HT  -         121.965 (meters)     400.15  (feet)  COMP
 EG0580  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EG0580
 EG0580  VERT ORDER  -  SECOND    CLASS 0
 EG0580
 EG0580.The horizontal coordinates were scaled from a topographic map and have
 EG0580.an estimated accuracy of +/- 6 seconds.
 EG0580
 EG0580.The orthometric height was determined by differential leveling
 EG0580.and adjusted in June 1991.
 EG0580
 EG0580.The geoid height was determined by GEOID03.
 EG0580
 EG0580.The dynamic height is computed by dividing the NAVD 88
 EG0580.geopotential number by the normal gravity value computed on the
 EG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0580.degrees latitude (g = 980.6199 gals.).
 EG0580
 EG0580.The modeled gravity was interpolated from observed gravity values.
 EG0580
 EG0580;                    North         East    Units  Estimated Accuracy
 EG0580;SPC MS E     -   553,590.      317,250.      MT  (+/- 180 meters Scaled)
 EG0580
 EG0580                          SUPERSEDED SURVEY CONTROL
 EG0580
 EG0580  NGVD 29 (??/??/92)  122.028  (m)          400.35   (f) ADJ UNCH    2 0
 EG0580
 EG0580.Superseded values are not recommended for survey control.
 EG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0580.See file dsdata.txt to determine how the superseded data were derived.
 EG0580
 EG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD489179(NAD 83)
 EG0580_MARKER: DD = SURVEY DISK
 EG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0580_STAMPING: 45V-212 1964
 EG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0580+STABILITY: SURFACE MOTION
 EG0580
 EG0580  HISTORY     - Date     Condition        Report By
 EG0580  HISTORY     - 1964     MONUMENTED       MSHD
 EG0580  HISTORY     - 1965     GOOD             MSHD
 EG0580  HISTORY     - 1973     MARK NOT FOUND   USGS
 EG0580  HISTORY     - 1998     GOOD             NGS
 EG0580
 EG0580                          STATION DESCRIPTION
 EG0580
 EG0580'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0580'1.35 MI S FROM BALDWIN.
 EG0580'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0580'HIGHWAY 370 AT BALDWIN GO SOUTH ON HIGHWAY 45 FOR 1.35 MILES TO THE
 EG0580'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0580'ROUND, CONCRETE POST.  IT IS 56 FEET EAST OF THE CENTERLINE OF THE
 EG0580'HIGHWAY, 6 FEET EAST OF A RIGHT-OF-WAY MARKER, 54 FEET NORTH OF A
 EG0580'WHITE CROSS POST, 57 FEET WEST OF A 10-INCH OAK TREE, 1.5 FEET
 EG0580'NORTHEAST OF A METAL WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE
 EG0580'HIGHWAY AND FLUSH WITH THE GROUND.
 EG0580
 EG0580                          STATION RECOVERY (1973)
 EG0580
 EG0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0580'MARK NOT FOUND.
 EG0580
 EG0580                          STATION RECOVERY (1998)
 EG0580
 EG0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 EG0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0781 ***********************************************************************
 EG0781  DESIGNATION -  45 V 213 MSHD
 EG0781  PID         -  EG0781
 EG0781  STATE/COUNTY-  MS/PRENTISS
 EG0781  USGS QUAD   -  BALDWYN (1973)
 EG0781
 EG0781                         *CURRENT SURVEY CONTROL
 EG0781  ___________________________________________________________________
 EG0781* NAD 83(1986)-  34 30 48.     (N)    088 38 02.     (W)     SCALED    
 EG0781* NAVD 88     -       111.168  (meters)     364.72   (feet)  ADJUSTED  
 EG0781  ___________________________________________________________________
 EG0781  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0781  DYNAMIC HT  -         111.059 (meters)     364.37  (feet)  COMP
 EG0781  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EG0781
 EG0781  VERT ORDER  -  FIRST     CLASS II
 EG0781
 EG0781.The horizontal coordinates were scaled from a topographic map and have
 EG0781.an estimated accuracy of +/- 6 seconds.
 EG0781
 EG0781.The orthometric height was determined by differential leveling
 EG0781.and adjusted in June 1991.
 EG0781
 EG0781.The geoid height was determined by GEOID03.
 EG0781
 EG0781.The dynamic height is computed by dividing the NAVD 88
 EG0781.geopotential number by the normal gravity value computed on the
 EG0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0781.degrees latitude (g = 980.6199 gals.).
 EG0781
 EG0781.The modeled gravity was interpolated from observed gravity values.
 EG0781
 EG0781;                    North         East    Units  Estimated Accuracy
 EG0781;SPC MS E     -   555,910.      318,310.      MT  (+/- 180 meters Scaled)
 EG0781
 EG0781                          SUPERSEDED SURVEY CONTROL
 EG0781
 EG0781  NGVD 29 (??/??/92)  111.111  (m)          364.54   (f) ADJ UNCH    1 2
 EG0781
 EG0781.Superseded values are not recommended for survey control.
 EG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0781.See file dsdata.txt to determine how the superseded data were derived.
 EG0781
 EG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD500202(NAD 83)
 EG0781_MARKER: DD = SURVEY DISK
 EG0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0781_STAMPING: 45V-213 1964
 EG0781_MARK LOGO: MSHD  
 EG0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0781+STABILITY: SURFACE MOTION
 EG0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0781+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG0781
 EG0781  HISTORY     - Date     Condition        Report By
 EG0781  HISTORY     - 1964     MONUMENTED       MSHD
 EG0781  HISTORY     - 1965     GOOD             MSHD
 EG0781  HISTORY     - 1979     GOOD             MSHD
 EG0781  HISTORY     - 1983     GOOD             NGS
 EG0781  HISTORY     - 20040817 GOOD             USACE
 EG0781
 EG0781                          STATION DESCRIPTION
 EG0781
 EG0781'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0781'0.3 MI N FROM BALDWIN.
 EG0781'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 370 AND U. S.
 EG0781'HIGHWAY 45 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 0.3 MILE TO THE
 EG0781'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0781'ROUND, CONCRETE POST.  IT IS 48 FEET EAST OF THE CENTERLINE OF THE
 EG0781'HIGHWAY, 67 FEET NORTH OF THE CENTER OF A GRAVEL STREET, 53 FEET
 EG0781'NORTHWEST OF THE NORTH END OF A 54 INCH CORRUGATED METAL PIPE UNDER
 EG0781'THE GRAVEL STREET, 29 FEET WEST OF THE CENTER OF A LARGE DRAINAGE
 EG0781'DITCH AND 3 FEET NORTH OF POWERLINE POLE NO. 200, 1.5 FEET SOUTH OF A
 EG0781'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH
 EG0781'WITH THE GROUND.
 EG0781
 EG0781                          STATION RECOVERY (1979)
 EG0781
 EG0781'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0781'THE MARK IS LOCATED 0.25 MILE NORTH OF BALDWYN ON THE EAST RIGHT OF
 EG0781'WAY OF U.S. HIGHWAY 45 ON THE NORTH SIDE OF A GRAVELED DRIVE WHICH IS
 EG0781'THE MOST SOUTHERN ENTRANCE TO THE SCHOOL IN THE SOUTHEAST 1/4 OF
 EG0781'SECTION 35, T 6S, R 6E. IT IS 66 FEET NORTH OF THE CENTER OF A
 EG0781'GRAVELED DRIVEWAY, 49 FEET EAST OF THE CENTER OF HIGHWAY 45, 26.5
 EG0781'FEET NORTHWEST OF THE MOST SOUTHERN OF A ROW OF PECANS, 3 FEET NORTH
 EG0781'OF POWER POLE NO. 200, 2 FEET SOUTH OF A METAL WITNESS POST SET IN
 EG0781'THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE
 EG0781'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE POST OFFICE
 EG0781'IN BALDWYN GO WEST ON MAIN STREET FOR 1 BLOCK TO THE INTERSECTION OF
 EG0781'U.S. HIGHWAY 45. TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 45 FOR 0.25
 EG0781'MILE TO THE MARK ON THE RIGHT.
 EG0781
 EG0781                          STATION RECOVERY (1983)
 EG0781
 EG0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0781'RECOVERED IN GOOD CONDITION.
 EG0781
 EG0781                          STATION RECOVERY (2004)
 EG0781
 EG0781'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0782 ***********************************************************************
 EG0782  DESIGNATION -  45 V 214 MSHD
 EG0782  PID         -  EG0782
 EG0782  STATE/COUNTY-  MS/PRENTISS
 EG0782  USGS QUAD   -  BALDWYN (1973)
 EG0782
 EG0782                         *CURRENT SURVEY CONTROL
 EG0782  ___________________________________________________________________
 EG0782* NAD 83(1986)-  34 31 32.     (N)    088 37 58.     (W)     SCALED    
 EG0782* NAVD 88     -       107.606  (meters)     353.04   (feet)  ADJUSTED  
 EG0782  ___________________________________________________________________
 EG0782  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0782  DYNAMIC HT  -         107.501 (meters)     352.69  (feet)  COMP
 EG0782  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 EG0782
 EG0782  VERT ORDER  -  FIRST     CLASS II
 EG0782
 EG0782.The horizontal coordinates were scaled from a topographic map and have
 EG0782.an estimated accuracy of +/- 6 seconds.
 EG0782
 EG0782.The orthometric height was determined by differential leveling
 EG0782.and adjusted in June 1991.
 EG0782
 EG0782.The geoid height was determined by GEOID03.
 EG0782
 EG0782.The dynamic height is computed by dividing the NAVD 88
 EG0782.geopotential number by the normal gravity value computed on the
 EG0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0782.degrees latitude (g = 980.6199 gals.).
 EG0782
 EG0782.The modeled gravity was interpolated from observed gravity values.
 EG0782
 EG0782;                    North         East    Units  Estimated Accuracy
 EG0782;SPC MS E     -   557,260.      318,410.      MT  (+/- 180 meters Scaled)
 EG0782
 EG0782                          SUPERSEDED SURVEY CONTROL
 EG0782
 EG0782  NGVD 29 (??/??/92)  107.553  (m)          352.86   (f) ADJ UNCH    1 2
 EG0782
 EG0782.Superseded values are not recommended for survey control.
 EG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0782.See file dsdata.txt to determine how the superseded data were derived.
 EG0782
 EG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD501216(NAD 83)
 EG0782_MARKER: DD = SURVEY DISK
 EG0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0782_STAMPING: 45V-214 1964
 EG0782_MARK LOGO: MSHD  
 EG0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0782+STABILITY: SURFACE MOTION
 EG0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0782+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG0782
 EG0782  HISTORY     - Date     Condition        Report By
 EG0782  HISTORY     - 1964     MONUMENTED       MSHD
 EG0782  HISTORY     - 1965     GOOD             MSHD
 EG0782  HISTORY     - 1979     GOOD             MSHD
 EG0782  HISTORY     - 1983     GOOD             NGS
 EG0782  HISTORY     - 20040817 GOOD             USACE
 EG0782
 EG0782                          STATION DESCRIPTION
 EG0782
 EG0782'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0782'1.1 MI N FROM BALDWIN.
 EG0782'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0782'HIGHWAY 370 AT BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 1.1 MILES TO A
 EG0782'DRIVEWAY ON THE RIGHT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK
 EG0782'SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 49 FEET EAST
 EG0782'OF THE CENTERLINE OF THE HIGHWAY, 42 FEET NORTH OF THE CENTER OF A
 EG0782'GRAVEL ROAD, 9 FEET NORTHWEST OF A NATURAL GAS LINE MARKER SIGN, 2
 EG0782'FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 2 FEET NORTH OF POWER POLE
 EG0782'NO. 189, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 4 FEET ABOVE THE
 EG0782'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0782
 EG0782                          STATION RECOVERY (1979)
 EG0782
 EG0782'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0782'THE MARK IS LOCATED 1.1 MILES NORTH OF BALDWYN IN THE NORTHEAST ANGLE
 EG0782'OF A JUNCTION, 2.55 MILES SOUTH OF A CROSSROAD IN THE SOUTHEAST 1/4
 EG0782'OF SECTION 26, T 6S, R 6E. IT IS 95.5 FEET NORTH OF THE NORTHWEST
 EG0782'CORNER OF A LARGE METAL BUILDING, 49 FEET EAST OF THE CENTER OF
 EG0782'HIGHWAY 45, 43 FEET NORTH OF THE CENTER OF A PAVED ROAD, 21 FEET
 EG0782'NORTHWEST OF THE WEST POST OF A LARGE SIGN, 2 FEET NORTH POWER POLE
 EG0782'NO. 189, 2 FEET SOUTH OF A RIGHT OF WAY MARKER, 1.5 FEET SOUTHEAST OF
 EG0782'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1
 EG0782'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 EG0782'TO REACH FROM THE POST OFFICE IN BALDWYN GO WEST ON MAIN STREET FOR 1
 EG0782'BLOCK TO THE INTERSECTION OF U.S. HIGHWAY 45. TURN RIGHT AND GO NORTH
 EG0782'ON U.S. HIGHWAY 45 FOR 1.1 MILES TO THE MARK ON THE RIGHT.
 EG0782
 EG0782                          STATION RECOVERY (1983)
 EG0782
 EG0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0782'RECOVERED IN GOOD CONDITION.
 EG0782'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 EG0782
 EG0782                          STATION RECOVERY (2004)
 EG0782
 EG0782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0783 ***********************************************************************
 EG0783  DESIGNATION -  45 V 215 MSHD
 EG0783  PID         -  EG0783
 EG0783  STATE/COUNTY-  MS/PRENTISS
 EG0783  USGS QUAD   -  BALDWYN (1973)
 EG0783
 EG0783                         *CURRENT SURVEY CONTROL
 EG0783  ___________________________________________________________________
 EG0783* NAD 83(1986)-  34 32 17.     (N)    088 37 56.     (W)     SCALED    
 EG0783* NAVD 88     -       106.404  (meters)     349.09   (feet)  ADJUSTED  
 EG0783  ___________________________________________________________________
 EG0783  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0783  DYNAMIC HT  -         106.300 (meters)     348.75  (feet)  COMP
 EG0783  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EG0783
 EG0783  VERT ORDER  -  FIRST     CLASS II
 EG0783
 EG0783.The horizontal coordinates were scaled from a topographic map and have
 EG0783.an estimated accuracy of +/- 6 seconds.
 EG0783
 EG0783.The orthometric height was determined by differential leveling
 EG0783.and adjusted in June 1991.
 EG0783
 EG0783.The geoid height was determined by GEOID03.
 EG0783
 EG0783.The dynamic height is computed by dividing the NAVD 88
 EG0783.geopotential number by the normal gravity value computed on the
 EG0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0783.degrees latitude (g = 980.6199 gals.).
 EG0783
 EG0783.The modeled gravity was interpolated from observed gravity values.
 EG0783
 EG0783;                    North         East    Units  Estimated Accuracy
 EG0783;SPC MS E     -   558,650.      318,460.      MT  (+/- 180 meters Scaled)
 EG0783
 EG0783                          SUPERSEDED SURVEY CONTROL
 EG0783
 EG0783  NGVD 29 (??/??/92)  106.343  (m)          348.89   (f) ADJ UNCH    1 2
 EG0783
 EG0783.Superseded values are not recommended for survey control.
 EG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0783.See file dsdata.txt to determine how the superseded data were derived.
 EG0783
 EG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD502230(NAD 83)
 EG0783_MARKER: DD = SURVEY DISK
 EG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0783_STAMPING: 45V-215 1964
 EG0783_MARK LOGO: MSHD  
 EG0783_PROJECTION: RECESSED 5 CENTIMETERS
 EG0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0783+STABILITY: SURFACE MOTION
 EG0783
 EG0783  HISTORY     - Date     Condition        Report By
 EG0783  HISTORY     - 1964     MONUMENTED       MSHD
 EG0783  HISTORY     - 1965     GOOD             MSHD
 EG0783  HISTORY     - 1979     GOOD             MSHD
 EG0783  HISTORY     - 1983     GOOD             NGS
 EG0783  HISTORY     - 20040817 MARK NOT FOUND   USACE
 EG0783
 EG0783                          STATION DESCRIPTION
 EG0783
 EG0783'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0783'1.95 MI N FROM BALDWIN.
 EG0783'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE
 EG0783'HIGHWAY 370 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 1.95 MILES TO
 EG0783'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0783'ROUND, CONCRETE POST.  IT IS 45 FEET WEST OF THE CENTERLINE OF THE
 EG0783'HIGHWAY, 22 FEET NORTHWEST OF THE NORTH END OF A 14-INCH TILE SIDE
 EG0783'DRAIN PIPE, 3 FEET EAST OF A T FENCE INTERSECTION, APPROXIMATELY 40
 EG0783'FEET NORTHEAST OF A DAM FOR A SMALL STOCK POND, 23 FEET NORTH OF THE
 EG0783'CENTER OF A RAMP, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 EG0783'LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0783
 EG0783                          STATION RECOVERY (1979)
 EG0783
 EG0783'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0783'THE MARK IS LOCATED 2 MILES NORTH OF BALDWYN, 2.75 MILES SOUTH OF
 EG0783'FRANKSTOWN, 0.25 MILE SOUTH OF A CROSSROAD ON THE WEST RIGHT OF WAY
 EG0783'OF U.S. HIGHWAY 45 IN THE NORTHEAST CORNER OF SECTION 26, T 6S, R 6E.
 EG0783'IT IS 120.5 FEET NORTHWEST OF POWER POLE NO. 173, 46 FEET WEST OF THE
 EG0783'CENTER OF HIGHWAY 45 ABOUT 40 FEET NORTHEAST OF A DAM FOR A SMALL
 EG0783'STOCK POND, 37.5 FEET SOUTH OF TELEPHONE CABLE POLE NO. 21, 21 FEET
 EG0783'NORTH OF THE CENTER OF A RAMP, 3.5 FEET EAST OF A T FENCE CORNER, 1
 EG0783'FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 EG0783'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 EG0783'THE GROUND. TO REACH FROM THE POST OFFICE IN BALDWYN GO WEST ON MAIN
 EG0783'STREET FOR 1 BLOCK TO THE INTERSECTION OF U.S. HIGHWAY 45. TURN RIGHT
 EG0783'AND GO NORTH ON U.S. HIGHWAY 45 FOR 2 MILES TO THE MARK ON THE LEFT.
 EG0783
 EG0783                          STATION RECOVERY (1983)
 EG0783
 EG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0783'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 EG0783'(1.95 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF STATE
 EG0783'ROUTE 370 IN BALDWYN, ON THE WEST SIDE OF THE ROAD, AT A FENCE
 EG0783'JUNCTION, 14.02 METERS (46.0 FT) WEST OF THE CENTERLINE OF U.S.
 EG0783'HIGHWAY 45, 11.43 METERS (37.5 FT) SOUTH OF POWERLINE POLE NUMBER 21,
 EG0783'7.01 METERS (23.0 FT) NORTHWEST OF THE NORTH END OF A 15-INCH DIAMETER
 EG0783'PIPE CULVERT, 1.22 METERS (4.0 FT) EAST OF A NORTH-SOUTH FENCE LINE.
 EG0783'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 EG0783'THE MARK IS 0.5 M BELOW HIGHWAY.
 EG0783
 EG0783                          STATION RECOVERY (2004)
 EG0783
 EG0783'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0784 ***********************************************************************
 EG0784  DESIGNATION -  45 V 216 MSHD
 EG0784  PID         -  EG0784
 EG0784  STATE/COUNTY-  MS/PRENTISS
 EG0784  USGS QUAD   -  BALDWYN (1973)
 EG0784
 EG0784                         *CURRENT SURVEY CONTROL
 EG0784  ___________________________________________________________________
 EG0784* NAD 83(1986)-  34 33 04.     (N)    088 37 53.     (W)     SCALED    
 EG0784* NAVD 88     -       107.629  (meters)     353.11   (feet)  ADJUSTED  
 EG0784  ___________________________________________________________________
 EG0784  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0784  DYNAMIC HT  -         107.523 (meters)     352.76  (feet)  COMP
 EG0784  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 EG0784
 EG0784  VERT ORDER  -  FIRST     CLASS II
 EG0784
 EG0784.The horizontal coordinates were scaled from a topographic map and have
 EG0784.an estimated accuracy of +/- 6 seconds.
 EG0784
 EG0784.The orthometric height was determined by differential leveling
 EG0784.and adjusted in June 1991.
 EG0784
 EG0784.The geoid height was determined by GEOID03.
 EG0784
 EG0784.The dynamic height is computed by dividing the NAVD 88
 EG0784.geopotential number by the normal gravity value computed on the
 EG0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0784.degrees latitude (g = 980.6199 gals.).
 EG0784
 EG0784.The modeled gravity was interpolated from observed gravity values.
 EG0784
 EG0784;                    North         East    Units  Estimated Accuracy
 EG0784;SPC MS E     -   560,100.      318,530.      MT  (+/- 180 meters Scaled)
 EG0784
 EG0784                          SUPERSEDED SURVEY CONTROL
 EG0784
 EG0784  NGVD 29 (??/??/92)  107.578  (m)          352.95   (f) ADJ UNCH    1 2
 EG0784
 EG0784.Superseded values are not recommended for survey control.
 EG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0784.See file dsdata.txt to determine how the superseded data were derived.
 EG0784
 EG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD503244(NAD 83)
 EG0784_MARKER: DD = SURVEY DISK
 EG0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0784_STAMPING: 45V-216 1964
 EG0784_MARK LOGO: MSHD  
 EG0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0784+STABILITY: SURFACE MOTION
 EG0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0784+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG0784
 EG0784  HISTORY     - Date     Condition        Report By
 EG0784  HISTORY     - 1964     MONUMENTED       MSHD
 EG0784  HISTORY     - 1965     GOOD             MSHD
 EG0784  HISTORY     - 1979     GOOD             MSHD
 EG0784  HISTORY     - 1983     GOOD             NGS
 EG0784  HISTORY     - 20040817 GOOD             USACE
 EG0784
 EG0784                          STATION DESCRIPTION
 EG0784
 EG0784'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0784'2.85 MI N FROM BALDWIN.
 EG0784'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0784'HIGHWAY 370 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 2.85 MILES TO
 EG0784'THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 EG0784'OF A 12-INCH ROUND, CONCRETE POST.  ITT IS 48 FEET EAST OF THE
 EG0784'CENTERLINE OF THE HIGHWAY, 22 FEET NORTHEAST OF THE NORTH END OF A 4
 EG0784'BY 6 FEET CONCRETE BOX CULVERT, 3 FEET SOUTHWEST OF POWERLINE POLE NO.
 EG0784'159, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, 6 FEET BELOW THE
 EG0784'LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 EG0784
 EG0784                          STATION RECOVERY (1979)
 EG0784
 EG0784'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0784'THE MARK IS LOCATED 1.85 MILES SOUTH OF FRANKSTOWN ON THE EAST RIGHT
 EG0784'OF WAY OF U.S. HIGHWAY 45, 2 MILES NORTH OF BALDWYN IN THE NORTHWEST
 EG0784'CORNER OF SECTION 24, T 6S, R 6E. IT IS 48.5 FEET EAST OF THE CENTER
 EG0784'OF U.S. HIGHWAY 45, 21.5 FEET EAST OF THE NORTH END OF THE EAST
 EG0784'HEADWALL OF A BOX CULVERT, 2.5 FEET SOUTHWEST OF POWER POLE NO. 159,
 EG0784'1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0784'CONCRETE POST ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS 8
 EG0784'INCHES BELOW THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 EG0784'30, STATE HIGHWAY 362 AND U.S. HIGHWAY 45 IN FRANKSTOWN GO SOUTH ON
 EG0784'U.S. HIGHWAY 45 FOR 1.85 MILES TO THE MARK ON THE LEFT.
 EG0784
 EG0784                          STATION RECOVERY (1983)
 EG0784
 EG0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0784'RECOVERED IN GOOD CONDITION.
 EG0784
 EG0784                          STATION RECOVERY (2004)
 EG0784
 EG0784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0785 ***********************************************************************
 EG0785  DESIGNATION -  45 V 217 MSHD
 EG0785  PID         -  EG0785
 EG0785  STATE/COUNTY-  MS/PRENTISS
 EG0785  USGS QUAD   -  BALDWYN (1973)
 EG0785
 EG0785                         *CURRENT SURVEY CONTROL
 EG0785  ___________________________________________________________________
 EG0785* NAD 83(1986)-  34 33 44.     (N)    088 37 50.     (W)     SCALED    
 EG0785* NAVD 88     -       125.225  (meters)     410.84   (feet)  ADJUSTED  
 EG0785  ___________________________________________________________________
 EG0785  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0785  DYNAMIC HT  -         125.103 (meters)     410.44  (feet)  COMP
 EG0785  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EG0785
 EG0785  VERT ORDER  -  FIRST     CLASS II
 EG0785
 EG0785.The horizontal coordinates were scaled from a topographic map and have
 EG0785.an estimated accuracy of +/- 6 seconds.
 EG0785
 EG0785.The orthometric height was determined by differential leveling
 EG0785.and adjusted in June 1991.
 EG0785
 EG0785.The geoid height was determined by GEOID03.
 EG0785
 EG0785.The dynamic height is computed by dividing the NAVD 88
 EG0785.geopotential number by the normal gravity value computed on the
 EG0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0785.degrees latitude (g = 980.6199 gals.).
 EG0785
 EG0785.The modeled gravity was interpolated from observed gravity values.
 EG0785
 EG0785;                    North         East    Units  Estimated Accuracy
 EG0785;SPC MS E     -   561,330.      318,610.      MT  (+/- 180 meters Scaled)
 EG0785
 EG0785                          SUPERSEDED SURVEY CONTROL
 EG0785
 EG0785  NGVD 29 (??/??/92)  125.160  (m)          410.63   (f) ADJ UNCH    1 2
 EG0785
 EG0785.Superseded values are not recommended for survey control.
 EG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0785.See file dsdata.txt to determine how the superseded data were derived.
 EG0785
 EG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD504257(NAD 83)
 EG0785_MARKER: DD = SURVEY DISK
 EG0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0785_STAMPING: 45V-217 1964
 EG0785_MARK LOGO: MSHD  
 EG0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0785+STABILITY: SURFACE MOTION
 EG0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0785+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG0785
 EG0785  HISTORY     - Date     Condition        Report By
 EG0785  HISTORY     - 1964     MONUMENTED       MSHD
 EG0785  HISTORY     - 1965     GOOD             MSHD
 EG0785  HISTORY     - 1979     GOOD             MSHD
 EG0785  HISTORY     - 1983     GOOD             NGS
 EG0785  HISTORY     - 20040817 GOOD             USACE
 EG0785
 EG0785                          STATION DESCRIPTION
 EG0785
 EG0785'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0785'3.65 MI N FROM BALDWIN.
 EG0785'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0785'HIGHWAY 370 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 3.65 MILES TO
 EG0785'THE MARK ON THE RIGHT.  (IT IS 0.9 MILE SOUTH OF THE INTERSECTION OF
 EG0785'STATE HIGHWAY 30 AND U. S. HIGHWAY 45 AT THE VILLAGE OF FRANKSTOWN)
 EG0785'THEE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0785'IT IS 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF
 EG0785'THE CENTER OF A GRAVEL DRIVEWAY, 3 FEET WEST OF A WIRE FENCE, 3 FEET
 EG0785'NORTHWEST OF POWER POLE NO. 146, 2 FEET SOUTHEAST OF A METAL WITNESS
 EG0785'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0785
 EG0785                          STATION RECOVERY (1979)
 EG0785
 EG0785'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0785'THE MARK IS LOCATED 1.05 MILES SOUTH OF FRANSTOWN, 3.7 MILES NORTH OF
 EG0785'BALDWYN, 0.25 MILE SOUTH OF MEMORIAL GARDENS IN THE NORTHWEST 1/4 OF
 EG0785'SECTION 13, T 6S, R 6E. IT IS 102 FEET SOUTH OF THE CENTER OF A
 EG0785'DRIVEWAY TO A BRICK HOUSE, 82 FEET NORTH-NORTHWEST OF A LAMP POLE,
 EG0785'48.5 FEET EAST OF THE CENTER OF HIGHWAY 45, 20 FEET NORTH OF THE
 EG0785'CENTER OF A DRIVEWAY TO A MOBILE HOME, 2.5 FEET NORTHWEST OF POWER
 EG0785'POLE NO. 146, 2 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF
 EG0785'A ROUND CONCRETE POST ON A SMALL MOUND OF DIRT ABOUT 1 1/2 FEET ABOVE
 EG0785'THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. TO REACH FROM THE
 EG0785'JUNCTION OF STATE HIGHWAY 30, STATE HIGHWAY 362 AND U.S. HIGHWAY 45
 EG0785'IN FRANKSTOWN GO SOUTH ON U.S. HIGHWAY 45 FOR 1.05 MILES TO THE MARK
 EG0785'ON THE LEFT.
 EG0785
 EG0785                          STATION RECOVERY (1983)
 EG0785
 EG0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0785'RECOVERED IN GOOD CONDITION.
 EG0785
 EG0785                          STATION RECOVERY (2004)
 EG0785
 EG0785'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0786 ***********************************************************************
 EG0786  DESIGNATION -  45 V 218 MSHD
 EG0786  PID         -  EG0786
 EG0786  STATE/COUNTY-  MS/PRENTISS
 EG0786  USGS QUAD   -  BALDWYN (1973)
 EG0786
 EG0786                         *CURRENT SURVEY CONTROL
 EG0786  ___________________________________________________________________
 EG0786* NAD 83(1986)-  34 34 34.     (N)    088 37 47.     (W)     SCALED    
 EG0786* NAVD 88     -       125.139  (meters)     410.56   (feet)  ADJUSTED  
 EG0786  ___________________________________________________________________
 EG0786  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0786  DYNAMIC HT  -         125.017 (meters)     410.16  (feet)  COMP
 EG0786  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 EG0786
 EG0786  VERT ORDER  -  FIRST     CLASS II
 EG0786
 EG0786.The horizontal coordinates were scaled from a topographic map and have
 EG0786.an estimated accuracy of +/- 6 seconds.
 EG0786
 EG0786.The orthometric height was determined by differential leveling
 EG0786.and adjusted in June 1991.
 EG0786
 EG0786.The geoid height was determined by GEOID03.
 EG0786
 EG0786.The dynamic height is computed by dividing the NAVD 88
 EG0786.geopotential number by the normal gravity value computed on the
 EG0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0786.degrees latitude (g = 980.6199 gals.).
 EG0786
 EG0786.The modeled gravity was interpolated from observed gravity values.
 EG0786
 EG0786;                    North         East    Units  Estimated Accuracy
 EG0786;SPC MS E     -   562,870.      318,680.      MT  (+/- 180 meters Scaled)
 EG0786
 EG0786                          SUPERSEDED SURVEY CONTROL
 EG0786
 EG0786  NGVD 29 (??/??/92)  125.077  (m)          410.36   (f) ADJ UNCH    1 2
 EG0786
 EG0786.Superseded values are not recommended for survey control.
 EG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0786.See file dsdata.txt to determine how the superseded data were derived.
 EG0786
 EG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD505272(NAD 83)
 EG0786_MARKER: DD = SURVEY DISK
 EG0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0786_STAMPING: 45V-218 1964
 EG0786_MARK LOGO: MSHD  
 EG0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0786+STABILITY: SURFACE MOTION
 EG0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0786+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG0786
 EG0786  HISTORY     - Date     Condition        Report By
 EG0786  HISTORY     - 1964     MONUMENTED       MSHD
 EG0786  HISTORY     - 1965     GOOD             MSHD
 EG0786  HISTORY     - 1979     GOOD             MSHD
 EG0786  HISTORY     - 1983     GOOD             NGS
 EG0786  HISTORY     - 1985     GOOD             NGS
 EG0786  HISTORY     - 20040817 GOOD             USACE
 EG0786
 EG0786                          STATION DESCRIPTION
 EG0786
 EG0786'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0786'4.55 MI N FROM BALDWIN.
 EG0786'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0786'HIGHWAY 370 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 4.55 MILES TO
 EG0786'THE VILLAGE OF FRANKSTOWN, THE INTERSECTION OF STATE HIGHWAY 30 AND
 EG0786'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0786'ROUND, CONCRETE POST.  IT IS 18 FEET WEST OF THE CENTERLINE OF HIGHWAY
 EG0786'45, 3 FEET NORTHEAST OF A METAL POST SUPPORTING A NUMBER OF HIGHWAY
 EG0786'DESIGNATIONS, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EG0786'THE HIGHWAYS AND PROJECTS 1 INCH.
 EG0786
 EG0786                          STATION RECOVERY (1979)
 EG0786
 EG0786'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0786'THE MARK IS LOCATED IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 EG0786'HIGHWAY 30 AND U.S. HIGHWAY 45 IN FRANKSTOWN IN THE NORTHEAST 1/4 OF
 EG0786'SECTION 11, T 6S, R 6E. IT IS 55 FEET SOUTHEAST OF THE SOUTHEAST
 EG0786'CORNER OF THE FRANKSTOWN GROCERY, 19 FEET WEST OF THE CENTER OF U.S.
 EG0786'HIGHWAY 45, 7 FEET NORTH OF THE PROJECTED CENTER OF HIGHWAY 30, 4
 EG0786'FEET NORTHEAST OF A SIGN SUPPORTING HIGHWAY NUMBERS, 1.5 FEET WEST OF
 EG0786'THE WHEELER SIGN, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP
 EG0786'OF A ROUND CONCRETE POST ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 EG0786'HIGHWAY AND IS FLUSH WITH THE GROUND.
 EG0786
 EG0786                          STATION RECOVERY (1983)
 EG0786
 EG0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0786'RECOVERED IN GOOD CONDITION.
 EG0786
 EG0786                          STATION RECOVERY (1985)
 EG0786
 EG0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0786'RECOVERED IN GOOD CONDITION.
 EG0786
 EG0786                          STATION RECOVERY (2004)
 EG0786
 EG0786'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0787 ***********************************************************************
 EG0787  DESIGNATION -  45 V 219 MSHD
 EG0787  PID         -  EG0787
 EG0787  STATE/COUNTY-  MS/PRENTISS
 EG0787  USGS QUAD   -  WHEELER (1973)
 EG0787
 EG0787                         *CURRENT SURVEY CONTROL
 EG0787  ___________________________________________________________________
 EG0787* NAD 83(1986)-  34 34 48.     (N)    088 37 04.     (W)     SCALED    
 EG0787* NAVD 88     -       109.431  (meters)     359.02   (feet)  ADJUSTED  
 EG0787  ___________________________________________________________________
 EG0787  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0787  DYNAMIC HT  -         109.324 (meters)     358.67  (feet)  COMP
 EG0787  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 EG0787
 EG0787  VERT ORDER  -  FIRST     CLASS II
 EG0787
 EG0787.The horizontal coordinates were scaled from a topographic map and have
 EG0787.an estimated accuracy of +/- 6 seconds.
 EG0787
 EG0787.The orthometric height was determined by differential leveling
 EG0787.and adjusted in June 1991.
 EG0787
 EG0787.The geoid height was determined by GEOID03.
 EG0787
 EG0787.The dynamic height is computed by dividing the NAVD 88
 EG0787.geopotential number by the normal gravity value computed on the
 EG0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0787.degrees latitude (g = 980.6199 gals.).
 EG0787
 EG0787.The modeled gravity was interpolated from observed gravity values.
 EG0787
 EG0787;                    North         East    Units  Estimated Accuracy
 EG0787;SPC MS E     -   563,300.      319,780.      MT  (+/- 180 meters Scaled)
 EG0787
 EG0787                          SUPERSEDED SURVEY CONTROL
 EG0787
 EG0787  NGVD 29 (??/??/92)  109.366  (m)          358.81   (f) ADJ UNCH    1 2
 EG0787
 EG0787.Superseded values are not recommended for survey control.
 EG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0787.See file dsdata.txt to determine how the superseded data were derived.
 EG0787
 EG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD516276(NAD 83)
 EG0787_MARKER: DD = SURVEY DISK
 EG0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0787_SP_SET: ABUTMENT
 EG0787_STAMPING: 45V-219 1964
 EG0787_MARK LOGO: MSHD  
 EG0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0787
 EG0787  HISTORY     - Date     Condition        Report By
 EG0787  HISTORY     - 1964     MONUMENTED       MSHD
 EG0787  HISTORY     - 1965     GOOD             MSHD
 EG0787  HISTORY     - 1979     GOOD             MSHD
 EG0787  HISTORY     - 1983     GOOD             NGS
 EG0787  HISTORY     - 1985     GOOD             NGS
 EG0787  HISTORY     - 20040818 MARK NOT FOUND   USACE
 EG0787
 EG0787                          STATION DESCRIPTION
 EG0787
 EG0787'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0787'4.35 MI NE FROM BALDWIN.
 EG0787'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0787'HIGHWAY 370 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 3.55 MILES TO
 EG0787'THE VILLAGE OF FRANKSTOWN AND A CROSSROAD, TURN RIGHT, NORTHEAST AND
 EG0787'GO 0.8 MILE TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.  THE MARK
 EG0787'IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTH END OF THE EAST
 EG0787'ABUTMENT OF THE THIRD CONCRETE BRIDGE NORTHEAST OF THE VILLAGE OF
 EG0787'FRANKSTOWN, ON STATE ROUTE 362, 17 FEET NORTH OF THE CENTER OF THE
 EG0787'ROAD AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD.
 EG0787
 EG0787                          STATION RECOVERY (1979)
 EG0787
 EG0787'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0787'THE MARK IS LOCATED 0.5 MILE WEST OF THE RAILROAD CROSSING IN
 EG0787'WHEELER, 0.8 MILE EAST OF FRANKSTOWN IN THE THIRD BRIDGE IN THE
 EG0787'NORTHEAST 1/4 OF SECTION 12, T 6S, R 6E. IT IS 175.5 FEET NORTH OF
 EG0787'THE CENTER OF HIGHWAY 362 SET IN A DRILL HOLE IN THE NORTH END OF THE
 EG0787'EAST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT 1/2 FOOT BELOW THE
 EG0787'LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 30,
 EG0787'362 AND U.S. HIGHWAY 45 GO EAST ON STATE HIGHWAY 362 FOR 0.8 MILE TO
 EG0787'THE BRIDGE AND THE MARK ON THE LEFT.
 EG0787
 EG0787                          STATION RECOVERY (1983)
 EG0787
 EG0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0787'RECOVERED IN GOOD CONDITION.
 EG0787
 EG0787                          STATION RECOVERY (1985)
 EG0787
 EG0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0787'RECOVERED IN GOOD CONDITION.
 EG0787
 EG0787                          STATION RECOVERY (2004)
 EG0787
 EG0787'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0432 ***********************************************************************
 BV0432  DESIGNATION -  45 V 22
 BV0432  PID         -  BV0432
 BV0432  STATE/COUNTY-  MS/CLARKE
 BV0432  USGS QUAD   -  DE SOTO (1982)
 BV0432
 BV0432                         *CURRENT SURVEY CONTROL
 BV0432  ___________________________________________________________________
 BV0432* NAD 83(1986)-  31 52 42.     (N)    088 42 42.     (W)     SCALED    
 BV0432* NAVD 88     -        60.767  (meters)     199.37   (feet)  ADJUSTED  
 BV0432  ___________________________________________________________________
 BV0432  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BV0432  DYNAMIC HT  -          60.695 (meters)     199.13  (feet)  COMP
 BV0432  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 BV0432
 BV0432  VERT ORDER  -  FIRST     CLASS II
 BV0432
 BV0432.The horizontal coordinates were scaled from a topographic map and have
 BV0432.an estimated accuracy of +/- 6 seconds.
 BV0432
 BV0432.The orthometric height was determined by differential leveling
 BV0432.and adjusted in June 1991.
 BV0432
 BV0432.The geoid height was determined by GEOID03.
 BV0432
 BV0432.The dynamic height is computed by dividing the NAVD 88
 BV0432.geopotential number by the normal gravity value computed on the
 BV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0432.degrees latitude (g = 980.6199 gals.).
 BV0432
 BV0432.The modeled gravity was interpolated from observed gravity values.
 BV0432
 BV0432;                    North         East    Units  Estimated Accuracy
 BV0432;SPC MS E     -   263,670.      311,510.      MT  (+/- 180 meters Scaled)
 BV0432
 BV0432                          SUPERSEDED SURVEY CONTROL
 BV0432
 BV0432  NGVD 29 (??/??/??)   60.745  (m)          199.29   (f) ADJUSTED    1 2
 BV0432
 BV0432.Superseded values are not recommended for survey control.
 BV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0432.See file dsdata.txt to determine how the superseded data were derived.
 BV0432
 BV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA381282(NAD 83)
 BV0432_MARKER: DD = SURVEY DISK
 BV0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0432_SP_SET: CONCRETE POST
 BV0432_STAMPING: BM 45V-22 1961
 BV0432_MARK LOGO: MSHD  
 BV0432_PROJECTION: PROJECTING 5 CENTIMETERS
 BV0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0432+STABILITY: SURFACE MOTION
 BV0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0432+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 BV0432
 BV0432  HISTORY     - Date     Condition        Report By
 BV0432  HISTORY     - 1961     MONUMENTED       MSHD
 BV0432  HISTORY     - 1964     GOOD             NGS
 BV0432  HISTORY     - 1980     GOOD             NGS
 BV0432  HISTORY     - 19910409 GOOD             MSHD
 BV0432
 BV0432                          STATION DESCRIPTION
 BV0432
 BV0432'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0432'1.5 MI N FROM SHUBUTA.
 BV0432'THE MARK IS LOCATED ABOUT 1 1/2 MILES NORTH OF SHUBUTA, ALONG AND ON
 BV0432'THE WEST SIDE OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED AND OCCUPIED BY
 BV0432'MR. T. D. BLAIR.  TO REACH THE MARK FROM THE INTERSECTION OF U.S. 45
 BV0432'AND MAIN STREET IN SHUBUTA GO NORTH ON U.S. 45 FOR 1.55 MILES TO A
 BV0432'WHITE FRAME HOUSE, MR. BLAIRS RESIDENCE AND THE MARK ON THE LEFT. THE
 BV0432'MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-22 1961
 BV0432'AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST PROJECTING 2
 BV0432'INCHES.  IT IS 118.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BV0432'HOUSE, 49.5 FEET NORTH OF A BOARD FENCE, 46.5 FEET WEST OF THE CENTER
 BV0432'OF THE HIGHWAY, 16 FEET WEST OF A WIRE FENCE AND 2 FEET SOUTH OF A
 BV0432'POWERLINE POLE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET SOUTH OF THE
 BV0432'MARK.
 BV0432
 BV0432                          STATION RECOVERY (1964)
 BV0432
 BV0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0432'RECOVERED IN GOOD CONDITION.
 BV0432
 BV0432                          STATION RECOVERY (1980)
 BV0432
 BV0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0432'2.42 KILOMETERS (1.55 MILES) NORTH ALONG US HIGHWAY 45 FROM THE
 BV0432'INTERSECTION OF MAIN STREET AT SHUBUTA, AT A FRAME HOUSE AND ON THE
 BV0432'PROPERTY OF T. D. BLAIR, 36 METERS (49.5 FEET) NORTH OF A BOARD FENCE,
 BV0432'14.15 METERS (46.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 BV0432'0.3 METERS (1.3 FEET) EAST OF A WIRE FENCE, 1.52 METERS (5 FEET) SOUTH
 BV0432'OF A POWER POLE.
 BV0432'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BV0432
 BV0432                          STATION RECOVERY (1991)
 BV0432
 BV0432'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0432'THE MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTHWEST OF SHUBUTA, ON THE
 BV0432'WEST R.O.W. OF U.S. HIGHWAY 45 AND IS IN SECTION 36, T 1N, R 16E.
 BV0432'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTA STREET
 BV0432'IN SUBUTA, GO NORTH ON U.S. HIGHWAY 45 FOR 1.65 MI (2.66 KM) TO THE
 BV0432'MARK ON THE LEFT.
 BV0432'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0432'3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0432'119.0 FT (36.3 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 BV0432'HOUSE, 102.0 FT (31.1 M) SOUTH OF THE PROJECTED CENTER OF A DRIVEWAY,
 BV0432'58.3 FT (17.8 M) NORTH OF A FENCE CORNER, 46.0 FT (14.0 M) WEST OF
 BV0432'THE CENTER OF HIGHWAY 45, 46.0 FT (14.0 M) SOUTH OF A POWER POLE WITH
 BV0432'A GUY WIRE, 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST AND IS UNDER
 BV0432'A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0795 ***********************************************************************
 EG0795  DESIGNATION -  45 V 220 MSHD
 EG0795  PID         -  EG0795
 EG0795  STATE/COUNTY-  MS/PRENTISS
 EG0795  USGS QUAD   -  WHEELER (1973)
 EG0795
 EG0795                         *CURRENT SURVEY CONTROL
 EG0795  ___________________________________________________________________
 EG0795* NAD 83(1986)-  34 35 48.     (N)    088 37 02.     (W)     SCALED    
 EG0795* NAVD 88     -       113.572  (meters)     372.61   (feet)  ADJUSTED  
 EG0795  ___________________________________________________________________
 EG0795  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0795  DYNAMIC HT  -         113.461 (meters)     372.25  (feet)  COMP
 EG0795  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EG0795
 EG0795  VERT ORDER  -  FIRST     CLASS II
 EG0795
 EG0795.The horizontal coordinates were scaled from a topographic map and have
 EG0795.an estimated accuracy of +/- 6 seconds.
 EG0795
 EG0795.The orthometric height was determined by differential leveling
 EG0795.and adjusted in June 1991.
 EG0795
 EG0795.The geoid height was determined by GEOID03.
 EG0795
 EG0795.The dynamic height is computed by dividing the NAVD 88
 EG0795.geopotential number by the normal gravity value computed on the
 EG0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0795.degrees latitude (g = 980.6199 gals.).
 EG0795
 EG0795.The modeled gravity was interpolated from observed gravity values.
 EG0795
 EG0795;                    North         East    Units  Estimated Accuracy
 EG0795;SPC MS E     -   565,150.      319,820.      MT  (+/- 180 meters Scaled)
 EG0795
 EG0795                          SUPERSEDED SURVEY CONTROL
 EG0795
 EG0795  NGVD 29 (??/??/92)  113.517  (m)          372.43   (f) ADJ UNCH    1 2
 EG0795
 EG0795.Superseded values are not recommended for survey control.
 EG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0795.See file dsdata.txt to determine how the superseded data were derived.
 EG0795
 EG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD516295(NAD 83)
 EG0795_MARKER: DD = SURVEY DISK
 EG0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0795_STAMPING: 45V-220 1964
 EG0795_MARK LOGO: MSHD  
 EG0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0795+STABILITY: SURFACE MOTION
 EG0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0795+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG0795
 EG0795  HISTORY     - Date     Condition        Report By
 EG0795  HISTORY     - 1964     MONUMENTED       MSHD
 EG0795  HISTORY     - 1965     GOOD             MSHD
 EG0795  HISTORY     - 1979     GOOD             MSHD
 EG0795  HISTORY     - 1983     GOOD             NGS
 EG0795  HISTORY     - 1985     GOOD             NGS
 EG0795  HISTORY     - 20040818 GOOD             USACE
 EG0795
 EG0795                          STATION DESCRIPTION
 EG0795
 EG0795'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0795'7.85 MI N FROM BALDWIN.
 EG0795'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 370 AND U.S.
 EG0795'HIGHWAY 45 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 4.55 MILES TO
 EG0795'THE CROSSING OF STATE HIGHWAY 30, CONTINUE NORTH ON HIGHWAY 45 FOR 3.3
 EG0795'MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK
 EG0795'SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 50.5 FEET
 EG0795'EAST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTHWEST OF A
 EG0795'RIGHT-OF-WAY MARKER, 59 PACES NORTHEAST OF THE CENTER OF A GRAVEL SIDE
 EG0795'ROAD LEADING EAST, 2 FEET SOUTH OF POWER POLE NO. 105, 1.5 FEET
 EG0795'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 EG0795'HIGHWAY AND PROJECTS 1 INCH.
 EG0795
 EG0795                          STATION RECOVERY (1979)
 EG0795
 EG0795'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0795'THE MARK IS LOCATED 1.65 MILES NORTH OF FRANKSTOWN ON THE SOUTHEAST
 EG0795'RIGHT OF WAY OF U.S. HIGHWAY 45, 0.45 MILE SOUTH OF A CROSSROAD, 5.15
 EG0795'MILES SOUTHWEST OF BOONEVILLE IN THE SOUTHEAST 1/4 OF SECTION 36, T
 EG0795'5S, R 6E. IT IS 141 FEET NORTH OF THE CENTER OF A NARROW GRAVELED
 EG0795'ROAD, 51 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 45, 14 FEET
 EG0795'NORTHWEST OF THE NORTHWEST POST OF A MUSEUM SIGN, 2.5 FEET SOUTHWEST
 EG0795'OF POWER POLE NO. 105, 2 FEET NORTHEAST OF A METAL WITNESS POST SET
 EG0795'IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 1/2 FEET BELOW THE LEVEL
 EG0795'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 EG0795'JUNCTION OF STATE HIGHWAY 30 AND U.S. HIGHWAY 45 IN FRANKSTOWN GO
 EG0795'NORTH ON U.S. HIGHWAY 45 FOR 1.65 MILES TO THE MARK ON THE RIGHT JUST
 EG0795'BEYOND A NARROW GRAVELED ROAD.
 EG0795
 EG0795                          STATION RECOVERY (1983)
 EG0795
 EG0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0795'RECOVERED IN GOOD CONDITION.
 EG0795
 EG0795                          STATION RECOVERY (1985)
 EG0795
 EG0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0795'RECOVERED IN GOOD CONDITION.
 EG0795
 EG0795                          STATION RECOVERY (2004)
 EG0795
 EG0795'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0796 ***********************************************************************
 EG0796  DESIGNATION -  45 V 221 MSHD
 EG0796  PID         -  EG0796
 EG0796  STATE/COUNTY-  MS/PRENTISS
 EG0796  USGS QUAD   -  WHEELER (1973)
 EG0796
 EG0796                         *CURRENT SURVEY CONTROL
 EG0796  ___________________________________________________________________
 EG0796* NAD 83(1986)-  34 36 22.     (N)    088 36 30.     (W)     SCALED    
 EG0796* NAVD 88     -       118.165  (meters)     387.68   (feet)  ADJUSTED  
 EG0796  ___________________________________________________________________
 EG0796  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0796  DYNAMIC HT  -         118.050 (meters)     387.30  (feet)  COMP
 EG0796  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EG0796
 EG0796  VERT ORDER  -  FIRST     CLASS II
 EG0796
 EG0796.The horizontal coordinates were scaled from a topographic map and have
 EG0796.an estimated accuracy of +/- 6 seconds.
 EG0796
 EG0796.The orthometric height was determined by differential leveling
 EG0796.and adjusted in June 1991.
 EG0796
 EG0796.The geoid height was determined by GEOID03.
 EG0796
 EG0796.The dynamic height is computed by dividing the NAVD 88
 EG0796.geopotential number by the normal gravity value computed on the
 EG0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0796.degrees latitude (g = 980.6199 gals.).
 EG0796
 EG0796.The modeled gravity was interpolated from observed gravity values.
 EG0796
 EG0796;                    North         East    Units  Estimated Accuracy
 EG0796;SPC MS E     -   566,200.      320,640.      MT  (+/- 180 meters Scaled)
 EG0796
 EG0796                          SUPERSEDED SURVEY CONTROL
 EG0796
 EG0796  NGVD 29 (??/??/92)  118.111  (m)          387.50   (f) ADJ UNCH    1 2
 EG0796
 EG0796.Superseded values are not recommended for survey control.
 EG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0796.See file dsdata.txt to determine how the superseded data were derived.
 EG0796
 EG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD525305(NAD 83)
 EG0796_MARKER: DD = SURVEY DISK
 EG0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0796_STAMPING: 45V-221 1964
 EG0796_MARK LOGO: MSHD  
 EG0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0796+STABILITY: SURFACE MOTION
 EG0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0796+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG0796
 EG0796  HISTORY     - Date     Condition        Report By
 EG0796  HISTORY     - 1964     MONUMENTED       MSHD
 EG0796  HISTORY     - 1965     GOOD             MSHD
 EG0796  HISTORY     - 1979     GOOD             MSHD
 EG0796  HISTORY     - 1983     GOOD             NGS
 EG0796  HISTORY     - 20040818 GOOD             USACE
 EG0796
 EG0796                          STATION DESCRIPTION
 EG0796
 EG0796'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0796'8.70 MI N FROM BALDWIN.
 EG0796'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0796'HIGHWAY 370 IN BALDWIN GO NORTH ON U. S. HIGHWAY 45 FOR 8.7 MILES TO A
 EG0796'CATHOLIC CHURCH AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 EG0796'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 49 FEET EAST OF THE
 EG0796'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER OF A
 EG0796'DRIVEWAY, WHICH LEADS TO A CATHOLIC CHURCH, 3 FEET SOUTHWEST OF A
 EG0796'POWER POLE (NO. 91), 206 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EG0796'CHURCH, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EG0796'THE HIGHWAY AND PROJECTS 1 INCH.
 EG0796
 EG0796                          STATION RECOVERY (1979)
 EG0796
 EG0796'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0796'THE MARK IS LOCATED 2.5 MILES NORTHEAST OF FRANKSTOWN AT THE JUNCTION
 EG0796'OF THE SOUTHWEST LEG OF A DRIVEWAY LEADING TO THE INFANT JESUS PRAGUE
 EG0796'CATHOLIC CHURCH, 4.2 MILES SOUTHWEST OF BOONEVILLE, 0.45 MILE
 EG0796'NORTHEAST OF A CROSSROAD IN THE NORTHWEST 1/4 OF SECTION 31, T 5S, R
 EG0796'7E. IT IS 249.5 FEET SOUTHWEST OF THE NORTH CORNER OF THE CHURCH, 50
 EG0796'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 45, 23 FEET SOUTHWEST OF THE
 EG0796'SOUTHWEST LEG OF THE DRIVEWAY, 3 FEET SOUTHWEST OF POWER POLE NO. 91,
 EG0796'1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0796'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS
 EG0796'FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 30
 EG0796'AND U.S. HIGHWAY 45 IN FRANKSTOWN GO NORTH ON U.S. HIGHWAY 45 FOR 2.5
 EG0796'MILES TO THE DRIVEWAY AND THE MARK ON THE RIGHT.
 EG0796
 EG0796                          STATION RECOVERY (1983)
 EG0796
 EG0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0796'RECOVERED IN GOOD CONDITION.
 EG0796
 EG0796                          STATION RECOVERY (2004)
 EG0796
 EG0796'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0797 ***********************************************************************
 EG0797  DESIGNATION -  45 V 222 MSHD
 EG0797  PID         -  EG0797
 EG0797  STATE/COUNTY-  MS/PRENTISS
 EG0797  USGS QUAD   -  WHEELER (1973)
 EG0797
 EG0797                         *CURRENT SURVEY CONTROL
 EG0797  ___________________________________________________________________
 EG0797* NAD 83(1986)-  34 36 55.     (N)    088 35 57.     (W)     SCALED    
 EG0797* NAVD 88     -       114.680  (meters)     376.25   (feet)  ADJUSTED  
 EG0797  ___________________________________________________________________
 EG0797  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0797  DYNAMIC HT  -         114.568 (meters)     375.88  (feet)  COMP
 EG0797  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EG0797
 EG0797  VERT ORDER  -  FIRST     CLASS II
 EG0797
 EG0797.The horizontal coordinates were scaled from a topographic map and have
 EG0797.an estimated accuracy of +/- 6 seconds.
 EG0797
 EG0797.The orthometric height was determined by differential leveling
 EG0797.and adjusted in June 1991.
 EG0797
 EG0797.The geoid height was determined by GEOID03.
 EG0797
 EG0797.The dynamic height is computed by dividing the NAVD 88
 EG0797.geopotential number by the normal gravity value computed on the
 EG0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0797.degrees latitude (g = 980.6199 gals.).
 EG0797
 EG0797.The modeled gravity was interpolated from observed gravity values.
 EG0797
 EG0797;                    North         East    Units  Estimated Accuracy
 EG0797;SPC MS E     -   567,220.      321,480.      MT  (+/- 180 meters Scaled)
 EG0797
 EG0797                          SUPERSEDED SURVEY CONTROL
 EG0797
 EG0797  NGVD 29 (??/??/92)  114.625  (m)          376.07   (f) ADJ UNCH    1 2
 EG0797
 EG0797.Superseded values are not recommended for survey control.
 EG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0797.See file dsdata.txt to determine how the superseded data were derived.
 EG0797
 EG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD533315(NAD 83)
 EG0797_MARKER: DD = SURVEY DISK
 EG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0797_STAMPING: 45V-222 1964
 EG0797_MARK LOGO: MSHD  
 EG0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0797+STABILITY: SURFACE MOTION
 EG0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0797+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG0797
 EG0797  HISTORY     - Date     Condition        Report By
 EG0797  HISTORY     - 1964     MONUMENTED       MSHD
 EG0797  HISTORY     - 1965     GOOD             MSHD
 EG0797  HISTORY     - 1979     GOOD             MSHD
 EG0797  HISTORY     - 1983     GOOD             NGS
 EG0797  HISTORY     - 20040818 GOOD             USACE
 EG0797
 EG0797                          STATION DESCRIPTION
 EG0797
 EG0797'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0797'3.50 MI S FROM BOONEVILLE.
 EG0797'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0797'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO SOUTH ON U. S. HIGHWAY 45 FOR
 EG0797'3.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG0797'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48 FEET EAST OF THE
 EG0797'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF POWERLINE POLE NO. 77,
 EG0797'2 FEET WEST OF THE SOUTH END OF A WHITE BOARD FENCE, 47 FEET SOUTHWEST
 EG0797'OF A 6 INCH MAGNOLIA TREE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 EG0797'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0797
 EG0797                          STATION RECOVERY (1979)
 EG0797
 EG0797'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0797'THE MARK IS LOCATED 3.25 MILES NORTHEAST OF FRANKSTOWN ON THE
 EG0797'SOUTHEAST RIGHT OF WAY OF U.S. HIGHWAY 45, 3.45 MILES SOUTHWEST OF
 EG0797'BOONEVILLE, 0.6 MILE SOUTHWEST OF A CROSSROAD IN THE SOUTHEAST 1/4 OF
 EG0797'SECTION 30, T 5S, R 7E. IT IS 48 FEET SOUTHEAST OF THE CENTER OF
 EG0797'HIGHWAY 45, 37 FEET NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST
 EG0797'WALL OF A METAL BUILDING, 47 FEET SOUTHWEST OF A 10 INCH TRIPPLE
 EG0797'MAGNOLIA, 2.5 FEET WEST OF POWER POLE NO. 77, 2 FEET NORTHEAST OF A
 EG0797'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4
 EG0797'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO
 EG0797'REACH FROM THE JUNCTION OF STATE HIGHWAY 30 AND U.S. HIGHWAY 45 AT
 EG0797'FRANKSTOWN GO NORTH ON U.S. HIGHWAY 45 FOR 3.25 MILES TO THE MARK ON
 EG0797'THE RIGHT.
 EG0797
 EG0797                          STATION RECOVERY (1983)
 EG0797
 EG0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0797'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2 FEET WEST OF THE SOUTH
 EG0797'END OF A WHITE BOARD FENCE, DELETE, 1.5 FEET NORTHEAST OF A METAL
 EG0797'WITNESS POST.
 EG0797'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 EG0797
 EG0797                          STATION RECOVERY (2004)
 EG0797
 EG0797'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0799 ***********************************************************************
 EG0799  DESIGNATION -  45 V 223 MSHD RESET 1971
 EG0799  PID         -  EG0799
 EG0799  STATE/COUNTY-  MS/PRENTISS
 EG0799  USGS QUAD   -  WHEELER (1973)
 EG0799
 EG0799                         *CURRENT SURVEY CONTROL
 EG0799  ___________________________________________________________________
 EG0799* NAD 83(1986)-  34 37 27.     (N)    088 35 27.     (W)     SCALED    
 EG0799* NAVD 88     -       133.949  (meters)     439.46   (feet)  ADJUSTED  
 EG0799  ___________________________________________________________________
 EG0799  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0799  DYNAMIC HT  -         133.818 (meters)     439.03  (feet)  COMP
 EG0799  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EG0799
 EG0799  VERT ORDER  -  FIRST     CLASS II
 EG0799
 EG0799.The horizontal coordinates were scaled from a topographic map and have
 EG0799.an estimated accuracy of +/- 6 seconds.
 EG0799
 EG0799.The orthometric height was determined by differential leveling
 EG0799.and adjusted in June 1991.
 EG0799
 EG0799.The geoid height was determined by GEOID03.
 EG0799
 EG0799.The dynamic height is computed by dividing the NAVD 88
 EG0799.geopotential number by the normal gravity value computed on the
 EG0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0799.degrees latitude (g = 980.6199 gals.).
 EG0799
 EG0799.The modeled gravity was interpolated from observed gravity values.
 EG0799
 EG0799;                    North         East    Units  Estimated Accuracy
 EG0799;SPC MS E     -   568,210.      322,240.      MT  (+/- 180 meters Scaled)
 EG0799
 EG0799                          SUPERSEDED SURVEY CONTROL
 EG0799
 EG0799.No superseded survey control is available for this station.
 EG0799
 EG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD541325(NAD 83)
 EG0799_MARKER: DB = BENCH MARK DISK
 EG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0799_STAMPING: 45V-223 RESET 1971
 EG0799_MARK LOGO: MSHD  
 EG0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0799+STABILITY: SURFACE MOTION
 EG0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0799+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG0799
 EG0799  HISTORY     - Date     Condition        Report By
 EG0799  HISTORY     - 1971     MONUMENTED       NGS
 EG0799  HISTORY     - 1979     GOOD             MSHD
 EG0799  HISTORY     - 1983     GOOD             NGS
 EG0799  HISTORY     - 20040818 GOOD             USACE
 EG0799
 EG0799                          STATION DESCRIPTION
 EG0799
 EG0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0799'2.8 MI S FROM BOONEVILLE.
 EG0799'LOCATED ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 EG0799'WITH STATE HIGHWAY 8 LEADING WEST IN BOONEVILLE.  IT IS 50 FEET EAST
 EG0799'OF THE CENTER OF THE HIGHWAY, 27.5 FEET NORTH OF THE CENTER OF THE
 EG0799'DRIVEWAY TO A RESIDENCE ON THE TOP OF A HILL, 4 FEET NORTH OF A POWER
 EG0799'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK
 EG0799'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EG0799
 EG0799                          STATION RECOVERY (1979)
 EG0799
 EG0799'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0799'THE MARK IS LOCATED 2.6 MILES SOUTHWEST OF BOONEVILLE ON THE
 EG0799'SOUTHEAST RIGHT OF WAY OF U.S. HIGHWAY 45, 5.2 MILES NORTHEAST OF
 EG0799'FRANKSTOWN, 0.3 MILE NORTHEAST OF A CROSSROAD IN THE NORTHWEST 1/4 OF
 EG0799'SECTION 29, T 5S, R 7E. IT IS 114 FEET NORTHWEST OF THE NORTH CORNER
 EG0799'OF THE GARAGE OF A BRICK HOUSE, 28 FEET NORTHEAST OF THE CENTER OF A
 EG0799'CONCRETE DRIVEWAY, 50 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 45, 4
 EG0799'FEET NORTHEAST OF POWER POLE NO. 63, 1 FOOT SOUTHWEST OF A METAL
 EG0799'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET
 EG0799'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 EG0799'FROM THE JUNCTION OF STATE HIGHWAY 4 AND U.S. HIGHWAY 45 IN
 EG0799'BOONEVILLE GO SOUTH ON U.S. HIGHWAY 45 FOR 2.9 MILES TO THE MARK ON
 EG0799'THE LEFT.
 EG0799
 EG0799                          STATION RECOVERY (1983)
 EG0799
 EG0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0799'RECOVERED IN GOOD CONDITION.
 EG0799
 EG0799                          STATION RECOVERY (2004)
 EG0799
 EG0799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0800 ***********************************************************************
 EG0800  DESIGNATION -  45 V 224 MSHD
 EG0800  PID         -  EG0800
 EG0800  STATE/COUNTY-  MS/PRENTISS
 EG0800  USGS QUAD   -  BOONEVILLE (1973)
 EG0800
 EG0800                         *CURRENT SURVEY CONTROL
 EG0800  ___________________________________________________________________
 EG0800* NAD 83(1986)-  34 37 46.     (N)    088 35 08.     (W)     SCALED    
 EG0800* NAVD 88     -       130.397  (meters)     427.81   (feet)  ADJUSTED  
 EG0800  ___________________________________________________________________
 EG0800  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0800  DYNAMIC HT  -         130.270 (meters)     427.39  (feet)  COMP
 EG0800  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EG0800
 EG0800  VERT ORDER  -  FIRST     CLASS II
 EG0800
 EG0800.The horizontal coordinates were scaled from a topographic map and have
 EG0800.an estimated accuracy of +/- 6 seconds.
 EG0800
 EG0800.The orthometric height was determined by differential leveling
 EG0800.and adjusted in June 1991.
 EG0800.WARNING-Repeat measurements at this control monument indicate possible
 EG0800.vertical movement.
 EG0800
 EG0800.The geoid height was determined by GEOID03.
 EG0800
 EG0800.The dynamic height is computed by dividing the NAVD 88
 EG0800.geopotential number by the normal gravity value computed on the
 EG0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0800.degrees latitude (g = 980.6199 gals.).
 EG0800
 EG0800.The modeled gravity was interpolated from observed gravity values.
 EG0800
 EG0800;                    North         East    Units  Estimated Accuracy
 EG0800;SPC MS E     -   568,800.      322,720.      MT  (+/- 180 meters Scaled)
 EG0800
 EG0800                          SUPERSEDED SURVEY CONTROL
 EG0800
 EG0800.No superseded survey control is available for this station.
 EG0800
 EG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD546330(NAD 83)
 EG0800_MARKER: DD = SURVEY DISK
 EG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0800_STAMPING: 45V-224 1964
 EG0800_MARK LOGO: MSHD  
 EG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0800+STABILITY: SURFACE MOTION
 EG0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0800+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0800
 EG0800  HISTORY     - Date     Condition        Report By
 EG0800  HISTORY     - 1964     MONUMENTED       MSHD
 EG0800  HISTORY     - 1965     GOOD             MSHD
 EG0800  HISTORY     - 1979     GOOD             MSHD
 EG0800  HISTORY     - 1983     GOOD             NGS
 EG0800  HISTORY     - 20040816 GOOD             USACE
 EG0800
 EG0800                          STATION DESCRIPTION
 EG0800
 EG0800'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0800'2.25 MI S FROM BOONEVILLE.
 EG0800'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0800'HIGHWAY 4 IN BOONEVILLE GO SOUTH ON U. S. HIGHWAY 45 FOR 2.25 MILES TO
 EG0800'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0800'ROUND, CONCRETE POST.  IT IS 48 FEET EAST OF THE CENTERLINE OF THE
 EG0800'HIGHWAY, 4 FEET SOUTH OF A BRACED TELEPHONE POLE, 122 FEET SOUTHEAST
 EG0800'OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A CONCRETE
 EG0800'BLOCK HOUSE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 9 FEET ABOVE
 EG0800'THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 EG0800
 EG0800                          STATION RECOVERY (1979)
 EG0800
 EG0800'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0800'THE MARK IS LOCATED 2 MILES SOUTHWEST OF BOONEVILLE ON THE SOUTHEAST
 EG0800'RIGHT OF WAY OF U.S. HIGHWAY 45, 0.15 MILE NORTHEAST OF A CROSSROAD
 EG0800'IN THE SOUTHEAST 1/4 OF SECTION 20, T 5S, R 7E. IT IS 203 FEET
 EG0800'NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY, 122 FEET SOUTHEAST OF
 EG0800'THE SOUTH CORNER OF A CONCRETE BLOCK HOUSE, 48 FEET SOUTHEAST OF THE
 EG0800'CENTER OF HIGHWAY 45, 4 FEET SOUTHWEST OF A TELEPHONE CABLE POLE WITH
 EG0800'A WOODEN BRACE, 2 FEET NORTHEAST OF A METAL WITNESS POST SET IN THE
 EG0800'TOP OF A ROUND CONCRETE POST ABOUT 6 FEET ABOVE THE LEVEL OF THE
 EG0800'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF
 EG0800'STATE HIGHWAY 4 AND U.S. HIGHWAY 45 IN BOONEVILLE GO SOUTH ON U.S.
 EG0800'HIGHWAY 45 FOR 2.35 MILES TO A CONCRETE BLOCK HOUSE ON THE RIGHT AND
 EG0800'THE MARK ON THE LEFT.
 EG0800
 EG0800                          STATION RECOVERY (1983)
 EG0800
 EG0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0800'RECOVERED IN GOOD CONDITION.
 EG0800
 EG0800                          STATION RECOVERY (2004)
 EG0800
 EG0800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0801 ***********************************************************************
 EG0801  DESIGNATION -  45 V 225 MSHD
 EG0801  PID         -  EG0801
 EG0801  STATE/COUNTY-  MS/PRENTISS
 EG0801  USGS QUAD   -  BOONEVILLE (1973)
 EG0801
 EG0801                         *CURRENT SURVEY CONTROL
 EG0801  ___________________________________________________________________
 EG0801* NAD 83(1986)-  34 38 10.     (N)    088 34 49.     (W)     SCALED    
 EG0801* NAVD 88     -       142.446  (meters)     467.34   (feet)  ADJUSTED  
 EG0801  ___________________________________________________________________
 EG0801  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0801  DYNAMIC HT  -         142.307 (meters)     466.89  (feet)  COMP
 EG0801  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 EG0801
 EG0801  VERT ORDER  -  FIRST     CLASS II
 EG0801
 EG0801.The horizontal coordinates were scaled from a topographic map and have
 EG0801.an estimated accuracy of +/- 6 seconds.
 EG0801
 EG0801.The orthometric height was determined by differential leveling
 EG0801.and adjusted in June 1991.
 EG0801.WARNING-Repeat measurements at this control monument indicate possible
 EG0801.vertical movement.
 EG0801
 EG0801.The geoid height was determined by GEOID03.
 EG0801
 EG0801.The dynamic height is computed by dividing the NAVD 88
 EG0801.geopotential number by the normal gravity value computed on the
 EG0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0801.degrees latitude (g = 980.6199 gals.).
 EG0801
 EG0801.The modeled gravity was interpolated from observed gravity values.
 EG0801
 EG0801;                    North         East    Units  Estimated Accuracy
 EG0801;SPC MS E     -   569,540.      323,200.      MT  (+/- 180 meters Scaled)
 EG0801
 EG0801                          SUPERSEDED SURVEY CONTROL
 EG0801
 EG0801  NGVD 29 (??/??/92)  142.407  (m)          467.21   (f) ADJ UNCH    1 2
 EG0801
 EG0801.Superseded values are not recommended for survey control.
 EG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0801.See file dsdata.txt to determine how the superseded data were derived.
 EG0801
 EG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD551338(NAD 83)
 EG0801_MARKER: DD = SURVEY DISK
 EG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0801_STAMPING: 45V-225 1964
 EG0801_MARK LOGO: MSHD  
 EG0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0801+STABILITY: SURFACE MOTION
 EG0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0801+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0801
 EG0801  HISTORY     - Date     Condition        Report By
 EG0801  HISTORY     - 1964     MONUMENTED       MSHD
 EG0801  HISTORY     - 1965     GOOD             MSHD
 EG0801  HISTORY     - 1979     GOOD             MSHD
 EG0801  HISTORY     - 1983     GOOD             NGS
 EG0801  HISTORY     - 20040816 GOOD             USACE
 EG0801
 EG0801                          STATION DESCRIPTION
 EG0801
 EG0801'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0801'1.75 MI S FROM BOONEVILLE.
 EG0801'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0801'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO SOUTH ON U. S. HIGHWAY 45 FOR
 EG0801'1.75 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG0801'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 39 FEET WEST OF THE
 EG0801'CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER OF A DRIVEWAY,
 EG0801'21 FEET EAST OF A GUY POLE, 2 FEET NORTHEAST OF POWER POLE (NO. 45),
 EG0801'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF
 EG0801'THE HIGHWAY AND PROJECTS 1 INCH.
 EG0801
 EG0801                          STATION RECOVERY (1979)
 EG0801
 EG0801'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0801'THE MARK IS LOCATED 1.55 MILES SOUTHWEST OF BOONEVILLE ON THE
 EG0801'NORTHWEST RIGHT OF WAY OF U.S. HIGHWAY 45, 0.35 MILE SOUTHWEST OF A
 EG0801'RADIO MAST, 0.75 MILE NORTHEAST OF A CROSSROAD IN THE NORTHEAST 1/4
 EG0801'OF SECTION 20, T 5S, R 7E. IT IS 92 FEET EAST OF THE EAST CORNER OF A
 EG0801'BRICK HOUSE, 91 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 40 FEET
 EG0801'NORTHWEST OF THE CENTER OF HIGHWAY 45, 2 FEET EAST OF POWER POLE NO.
 EG0801'45, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0801'ROUND CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 EG0801'IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 EG0801'4 AND U.S. HIGHWAY 45 IN BOONEVILLE GO SOUTH ON U.S. HIGHWAY 45 FOR
 EG0801'1.8 MILES TO THE MARK ON THE RIGHT.
 EG0801
 EG0801                          STATION RECOVERY (1983)
 EG0801
 EG0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0801'RECOVERED IN GOOD CONDITION.
 EG0801
 EG0801                          STATION RECOVERY (2004)
 EG0801
 EG0801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0811 ***********************************************************************
 EG0811  DESIGNATION -  45 V 226 RESET
 EG0811  PID         -  EG0811
 EG0811  STATE/COUNTY-  MS/PRENTISS
 EG0811  USGS QUAD   -  BOONEVILLE (1973)
 EG0811
 EG0811                         *CURRENT SURVEY CONTROL
 EG0811  ___________________________________________________________________
 EG0811* NAD 83(1986)-  34 39 16.     (N)    088 34 00.     (W)     SCALED    
 EG0811* NAVD 88     -       166.496  (meters)     546.25   (feet)  ADJUSTED  
 EG0811  ___________________________________________________________________
 EG0811  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0811  DYNAMIC HT  -         166.335 (meters)     545.72  (feet)  COMP
 EG0811  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 EG0811
 EG0811  VERT ORDER  -  FIRST     CLASS II
 EG0811
 EG0811.The horizontal coordinates were scaled from a topographic map and have
 EG0811.an estimated accuracy of +/- 6 seconds.
 EG0811
 EG0811.The orthometric height was determined by differential leveling
 EG0811.and adjusted in June 1991.
 EG0811
 EG0811.The geoid height was determined by GEOID03.
 EG0811
 EG0811.The dynamic height is computed by dividing the NAVD 88
 EG0811.geopotential number by the normal gravity value computed on the
 EG0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0811.degrees latitude (g = 980.6199 gals.).
 EG0811
 EG0811.The modeled gravity was interpolated from observed gravity values.
 EG0811
 EG0811;                    North         East    Units  Estimated Accuracy
 EG0811;SPC MS E     -   571,570.      324,440.      MT  (+/- 180 meters Scaled)
 EG0811
 EG0811                          SUPERSEDED SURVEY CONTROL
 EG0811
 EG0811.No superseded survey control is available for this station.
 EG0811
 EG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD564358(NAD 83)
 EG0811_MARKER: DB = BENCH MARK DISK
 EG0811_SETTING: 0 = UNSPECIFIED SETTING
 EG0811_STAMPING: 45V-226 RESET 1971
 EG0811_MARK LOGO: MSHD  
 EG0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0811+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0811
 EG0811  HISTORY     - Date     Condition        Report By
 EG0811  HISTORY     - 1971     MONUMENTED       NGS
 EG0811  HISTORY     - 1979     GOOD             MSHD
 EG0811  HISTORY     - 1983     GOOD             NGS
 EG0811  HISTORY     - 20040816 GOOD             USACE
 EG0811
 EG0811                          STATION DESCRIPTION
 EG0811
 EG0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0811'IN BOONEVILLE.
 EG0811'LOCATED AT BOONEVILLE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 EG0811'U.S. HIGHWAY 45 AND COLLEGE STREET, IN ABOUT THE CENTER OF A SMALL
 EG0811'ISLAND AT THE NORTHWEST CORNER OF THE LOT OWNED BY THE GULF SERVICE
 EG0811'STATION, 32 FEET EAST OF THE CENTER OF U.S. HIGHWAY 45, 30 FEET SOUTH
 EG0811'OF THE CENTER OF COLLEGE STREET, 1.5 FEET NORTH OF THE NORTHWEST
 EG0811'CORNER OF THE CONCRETE FOUNDATION OF A GULF SIGN, 3 FEET SOUTHEAST OF
 EG0811'A CONCRETE RIGHT-OF-WAY POST, 0.5 FEET EAST OF A METAL WITNESS POST.
 EG0811'IT IS A MISSISSIPPI STATE HIGHWAY DISK, STAMPED 45V-226 RESET 1971
 EG0811'FLUSH WITH THE GROUND.
 EG0811
 EG0811                          STATION RECOVERY (1979)
 EG0811
 EG0811'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0811'THE MARK IS LOCATED IN THE SOUTHEAST ANGLE OF THE CROSSING OF WEST
 EG0811'COLLEGE STREET AND U.S. HIGHWAY 45 IN BOONEVILLE ACROSS THE HIGHWAY
 EG0811'FROM THE TOWN MOTEL, 0.25 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 EG0811'4 AND U.S. HIGHWAY 45 IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 EG0811'SECTION 16, T 5S, R 7E. IT IS 33 FEET EAST OF THE CENTER OF HIGHWAY
 EG0811'45, 33 FEET SOUTH OF THE CENTER OF WEST COLLEGE STREET, 6 FEET NORTH
 EG0811'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE TOWN MOTEL
 EG0811'RESTAURANT, 3 FEET EAST-SOUTHEAST OF A RIGHT OF WAY MARKER, 1.5 FEET
 EG0811'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A ROTATING
 EG0811'GULF SIGN, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0811'ROUND CONCRETE POST ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY AND
 EG0811'IS FLUSH WITH THE GROUND.
 EG0811
 EG0811                          STATION RECOVERY (1983)
 EG0811
 EG0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0811'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BOONEVILLE,
 EG0811'AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF COLLEGE STREET AND U.S.
 EG0811'HIGHWAY 45, 7.92 METERS (26.0 FT) EAST OF THE CENTERLINE OF THE
 EG0811'HIGHWAY, 2.74 METERS (9.0 FT) SOUTHEAST OF A POWER POLE, 1.22 METERS
 EG0811'(4.0 FT) SOUTHWEST OF A RIGHT OF WAY MARKER AND ACROSS THE HIGHWAY
 EG0811'FROM THE TOWN MOTEL.
 EG0811'THE MARK IS 0.46 METERS  WNW FROM A WITNESS POST.
 EG0811'THE MARK IS 0.18 M ABOVE HIGHWAY.
 EG0811
 EG0811                          STATION RECOVERY (2004)
 EG0811
 EG0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0814 ***********************************************************************
 EG0814  DESIGNATION -  45 V 228 MSHD RESET 1971
 EG0814  PID         -  EG0814
 EG0814  STATE/COUNTY-  MS/PRENTISS
 EG0814  USGS QUAD   -  BOONEVILLE (1973)
 EG0814
 EG0814                         *CURRENT SURVEY CONTROL
 EG0814  ___________________________________________________________________
 EG0814* NAD 83(1986)-  34 39 50.     (N)    088 33 57.     (W)     SCALED    
 EG0814* NAVD 88     -       149.971  (meters)     492.03   (feet)  ADJUSTED  
 EG0814  ___________________________________________________________________
 EG0814  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0814  DYNAMIC HT  -         149.826 (meters)     491.55  (feet)  COMP
 EG0814  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 EG0814
 EG0814  VERT ORDER  -  FIRST     CLASS II
 EG0814
 EG0814.The horizontal coordinates were scaled from a topographic map and have
 EG0814.an estimated accuracy of +/- 6 seconds.
 EG0814
 EG0814.The orthometric height was determined by differential leveling
 EG0814.and adjusted in June 1991.
 EG0814
 EG0814.The geoid height was determined by GEOID03.
 EG0814
 EG0814.The dynamic height is computed by dividing the NAVD 88
 EG0814.geopotential number by the normal gravity value computed on the
 EG0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0814.degrees latitude (g = 980.6199 gals.).
 EG0814
 EG0814.The modeled gravity was interpolated from observed gravity values.
 EG0814
 EG0814;                    North         East    Units  Estimated Accuracy
 EG0814;SPC MS E     -   572,620.      324,520.      MT  (+/- 180 meters Scaled)
 EG0814
 EG0814                          SUPERSEDED SURVEY CONTROL
 EG0814
 EG0814.No superseded survey control is available for this station.
 EG0814
 EG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD565368(NAD 83)
 EG0814_MARKER: DB = BENCH MARK DISK
 EG0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0814_SP_SET: CULVERT
 EG0814_STAMPING: 45V-228 RESET 1971
 EG0814_MARK LOGO: MSHD  
 EG0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0814+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0814
 EG0814  HISTORY     - Date     Condition        Report By
 EG0814  HISTORY     - 1971     MONUMENTED       NGS
 EG0814  HISTORY     - 1979     GOOD             MSHD
 EG0814  HISTORY     - 1983     GOOD             NGS
 EG0814  HISTORY     - 20040816 GOOD             USACE
 EG0814
 EG0814                          STATION DESCRIPTION
 EG0814
 EG0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0814'0.35 MI N FROM BOONEVILLE.
 EG0814'LOCATED ABOUT 0.35 MILE NORTH ALONG U.S. HIGHWAY 45 FROM ITS
 EG0814'INTERSECTION WITH STATE HIGHWAY 4 LEADING WEST.  IT IS 33 FEET EAST OF
 EG0814'THE CENTER OF THE HIGHWAY.  IT IS A MISSISSIPPI STATE HIGHWAY
 EG0814'DEPARTNET DISK, STAMPED 45V-228 1964 RESET 1971 SET IN A DRILL HOLE IN
 EG0814'THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN 8 BY 8 FOOT CONCRETE
 EG0814'CULVERT UNDER THE HIGHWAY.
 EG0814
 EG0814                          STATION RECOVERY (1979)
 EG0814
 EG0814'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0814'THE MARK IS LOCATED IN BOONEVILLE ON THE EAST SIDE OF U.S. HIGHWAY
 EG0814'45. THE 1971 DESCRIPTION IS ADEQUATE.
 EG0814
 EG0814                          STATION RECOVERY (1983)
 EG0814
 EG0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0814'RECOVERED IN GOOD CONDITION.
 EG0814
 EG0814                          STATION RECOVERY (2004)
 EG0814
 EG0814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0815 ***********************************************************************
 EG0815  DESIGNATION -  45 V 229 MSHD
 EG0815  PID         -  EG0815
 EG0815  STATE/COUNTY-  MS/PRENTISS
 EG0815  USGS QUAD   -  BOONEVILLE (1973)
 EG0815
 EG0815                         *CURRENT SURVEY CONTROL
 EG0815  ___________________________________________________________________
 EG0815* NAD 83(1986)-  34 40 34.     (N)    088 33 38.     (W)     SCALED    
 EG0815* NAVD 88     -       154.417  (meters)     506.62   (feet)  ADJUSTED  
 EG0815  ___________________________________________________________________
 EG0815  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0815  DYNAMIC HT  -         154.267 (meters)     506.12  (feet)  COMP
 EG0815  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EG0815
 EG0815  VERT ORDER  -  FIRST     CLASS II
 EG0815
 EG0815.The horizontal coordinates were scaled from a topographic map and have
 EG0815.an estimated accuracy of +/- 6 seconds.
 EG0815
 EG0815.The orthometric height was determined by differential leveling
 EG0815.and adjusted in June 1991.
 EG0815
 EG0815.The geoid height was determined by GEOID03.
 EG0815
 EG0815.The dynamic height is computed by dividing the NAVD 88
 EG0815.geopotential number by the normal gravity value computed on the
 EG0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0815.degrees latitude (g = 980.6199 gals.).
 EG0815
 EG0815.The modeled gravity was interpolated from observed gravity values.
 EG0815
 EG0815;                    North         East    Units  Estimated Accuracy
 EG0815;SPC MS E     -   573,980.      325,000.      MT  (+/- 180 meters Scaled)
 EG0815
 EG0815                          SUPERSEDED SURVEY CONTROL
 EG0815
 EG0815  NGVD 29 (??/??/92)  154.371  (m)          506.47   (f) ADJ UNCH    1 2
 EG0815
 EG0815.Superseded values are not recommended for survey control.
 EG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0815.See file dsdata.txt to determine how the superseded data were derived.
 EG0815
 EG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570382(NAD 83)
 EG0815_MARKER: DD = SURVEY DISK
 EG0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0815_STAMPING: 45V-229 1964
 EG0815_MARK LOGO: MSHD  
 EG0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0815+STABILITY: SURFACE MOTION
 EG0815
 EG0815  HISTORY     - Date     Condition        Report By
 EG0815  HISTORY     - 1964     MONUMENTED       MSHD
 EG0815  HISTORY     - 1965     GOOD             MSHD
 EG0815  HISTORY     - 1979     GOOD             MSHD
 EG0815  HISTORY     - 1983     GOOD             NGS
 EG0815
 EG0815                          STATION DESCRIPTION
 EG0815
 EG0815'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0815'1.25 MI N FROM BOONEVILLE.
 EG0815'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0815'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO NORTH ON U.S. HIGHWAY 45 FOR
 EG0815'1.25 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG0815'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 37 FEET EAST OF THE
 EG0815'CENTERLINE OF THE HIGHWAY, 65 FEET WEST OF THE CENTER OF A BLACKTOP
 EG0815'STREET LEADING TO THE BUSINESS DISTRICT, 21 FEET WEST OF A 30-INCH OAK
 EG0815'TREE, 43 FEET NORTHWEST OF A POWERLINE POLE, 1.5 FEET NORTHEAST OF A
 EG0815'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH
 EG0815'WITH THE GROUND.
 EG0815
 EG0815                          STATION RECOVERY (1979)
 EG0815
 EG0815'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0815'THE MARK IS LOCATED 1 MILE NORTH OF BOONEVILLE ON THE EAST RIGHT OF
 EG0815'WAY OF U.S. HIGHWAY 45 ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF U.S.
 EG0815'HIGHWAY 45 AND SECOND STREET IN THE SOUTHEAST 1/4 OF SECTION 4, T 5S,
 EG0815'R 7E. IT IS 61 FEET WEST OF THE CENTER OF NORTH COLLEGE STREET, 44.5
 EG0815'FEET WEST-NORTHWEST OF A POWER POLE WITH A LAMP, 37.5 FEET
 EG0815'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 45, 36.5 FEET NORTHWEST OF A
 EG0815'24 INCH OAK, 21.5 FEET WEST OF A 24 INCH OAK, 2 FEET NORTH OF A METAL
 EG0815'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 EG0815'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 EG0815'FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 4 AND 30
 EG0815'LEADING EAST THROUGH NORTHEAST JUNIOR COLLEGE GO NORTH ON U.S.
 EG0815'HIGHWAY 45 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 EG0815
 EG0815                          STATION RECOVERY (1983)
 EG0815
 EG0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2057 ***********************************************************************
 EG2057  DESIGNATION -  45 V 229 RESET
 EG2057  PID         -  EG2057
 EG2057  STATE/COUNTY-  MS/PRENTISS
 EG2057  USGS QUAD   -  BOONEVILLE (1973)
 EG2057
 EG2057                         *CURRENT SURVEY CONTROL
 EG2057  ___________________________________________________________________
 EG2057* NAD 83(1986)-  34 40 34.     (N)    088 33 38.     (W)     SCALED    
 EG2057* NAVD 88     -       154.54   (meters)     507.0    (feet)  RESET     
 EG2057  ___________________________________________________________________
 EG2057  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG2057  VERT ORDER  -  THIRD
 EG2057
 EG2057.The horizontal coordinates were scaled from a topographic map and have
 EG2057.an estimated accuracy of +/- 6 seconds.
 EG2057
 EG2057.The orthometric height was computed from unverified reset data.
 EG2057.No vertical observational check was made to the station.
 EG2057
 EG2057.The geoid height was determined by GEOID03.
 EG2057
 EG2057;                    North         East    Units  Estimated Accuracy
 EG2057;SPC MS E     -   573,980.      325,000.      MT  (+/- 180 meters Scaled)
 EG2057
 EG2057                          SUPERSEDED SURVEY CONTROL
 EG2057
 EG2057  NGVD 29 (08/12/04)  154.49   (m)          506.9    (f) RESET       3  
 EG2057
 EG2057.Superseded values are not recommended for survey control.
 EG2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2057.See file dsdata.txt to determine how the superseded data were derived.
 EG2057
 EG2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570382(NAD 83)
 EG2057_MARKER: DB = BENCH MARK DISK
 EG2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2057_SP_SET: CONCRETE POST
 EG2057_STAMPING: 45V 229 RESET 1988
 EG2057_MARK LOGO: NGS   
 EG2057_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2057+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG2057
 EG2057  HISTORY     - Date     Condition        Report By
 EG2057  HISTORY     - 1988     MONUMENTED       MSHD
 EG2057  HISTORY     - 20040816 GOOD             USACE
 EG2057
 EG2057                          STATION DESCRIPTION
 EG2057
 EG2057'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2057'ABOUT 2.01 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 EG2057'OF STATE HIGHWAY 4 WEST OF BOONEVILLE TO MARK ON THE RIGHT, 15.24 M
 EG2057'(50.0 FT) EAST OF THE CENTER OF HIGHWAY, 14.02 M (46.0 FT) WEST OF THE
 EG2057'CENTER OF A PAVED ROAD, 12.80 M (42.0 FT) NORTH OF A 30 INCH WILLOW
 EG2057'OAK, 10.67 M (35.0 FT) NORTHWEST OF A POWER POLE, 3.66 M (12.0 FT)
 EG2057'NORTHWEST OF A 30 INCH POST OAK, 0.60 M (2.0 FT) WEST OF A METAL
 EG2057'WITNESS POST, 0.30 M (1.0 FT) ABOVE THE LEVEL OF HIGHWAY AND FLUSH
 EG2057'WITH THE GROUND.
 EG2057
 EG2057                          STATION RECOVERY (2004)
 EG2057
 EG2057'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0433 ***********************************************************************
 BV0433  DESIGNATION -  45 V 23
 BV0433  PID         -  BV0433
 BV0433  STATE/COUNTY-  MS/CLARKE
 BV0433  USGS QUAD   -  DE SOTO (1982)
 BV0433
 BV0433                         *CURRENT SURVEY CONTROL
 BV0433  ___________________________________________________________________
 BV0433* NAD 83(1986)-  31 53 37.     (N)    088 42 42.     (W)     SCALED    
 BV0433* NAVD 88     -        61.192  (meters)     200.76   (feet)  ADJUSTED  
 BV0433  ___________________________________________________________________
 BV0433  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0433  DYNAMIC HT  -          61.119 (meters)     200.52  (feet)  COMP
 BV0433  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 BV0433
 BV0433  VERT ORDER  -  FIRST     CLASS II
 BV0433
 BV0433.The horizontal coordinates were scaled from a topographic map and have
 BV0433.an estimated accuracy of +/- 6 seconds.
 BV0433
 BV0433.The orthometric height was determined by differential leveling
 BV0433.and adjusted in June 1991.
 BV0433
 BV0433.The geoid height was determined by GEOID03.
 BV0433
 BV0433.The dynamic height is computed by dividing the NAVD 88
 BV0433.geopotential number by the normal gravity value computed on the
 BV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0433.degrees latitude (g = 980.6199 gals.).
 BV0433
 BV0433.The modeled gravity was interpolated from observed gravity values.
 BV0433
 BV0433;                    North         East    Units  Estimated Accuracy
 BV0433;SPC MS E     -   265,360.      311,510.      MT  (+/- 180 meters Scaled)
 BV0433
 BV0433                          SUPERSEDED SURVEY CONTROL
 BV0433
 BV0433  NGVD 29 (??/??/??)   61.169  (m)          200.69   (f) ADJUSTED    1 2
 BV0433
 BV0433.Superseded values are not recommended for survey control.
 BV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0433.See file dsdata.txt to determine how the superseded data were derived.
 BV0433
 BV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA381299(NAD 83)
 BV0433_MARKER: DD = SURVEY DISK
 BV0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0433_SP_SET: CONCRETE POST
 BV0433_STAMPING: BM 45V-23 1961
 BV0433_MARK LOGO: MSHD  
 BV0433_PROJECTION: FLUSH
 BV0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0433+STABILITY: SURFACE MOTION
 BV0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0433+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 BV0433
 BV0433  HISTORY     - Date     Condition        Report By
 BV0433  HISTORY     - 1961     MONUMENTED       MSHD
 BV0433  HISTORY     - 1964     GOOD             NGS
 BV0433  HISTORY     - 1980     GOOD             NGS
 BV0433  HISTORY     - 19910409 GOOD             MSHD
 BV0433
 BV0433                          STATION DESCRIPTION
 BV0433
 BV0433'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0433'2.3 MI N FROM SHUBUTA.
 BV0433'THE MARK IS ABOUT 2.3 MILES NORTH OF SHUBUTA, ALONG AND ON THE EAST
 BV0433'SIDE OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED AND OCCUPIED BY MR. M.
 BV0433'B. SHAEFFER.  TO REACH THE MARK FROM THE INTERSECTION OF U.S. 45 AND
 BV0433'MAIN STREET IN SHUBUTA GO NORTH ON U.S. 45 FOR 2.45 MILES TO A
 BV0433'DRIVEWAY ON THE RIGHT, TURN RIGHT, EAST, AND GO 0.05 MILE TO MR.
 BV0433'SHAEFFERS HOUSE AND THE MARK.  THE MARK IS A STANDARD MSHD-USC AND GS
 BV0433'BRONZE DISK STAMPED BM 45V-23 1961, SET IN THE TOP OF A 12-INCH SQUARE
 BV0433'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET NORTH OF
 BV0433'THE NORTHWEST CORNER OF A TOOL SHED, 93 FEET WEST OF THE SOUTHWEST
 BV0433'CORNER OF THE HOUSE, 27.5 FEET WEST OF A WIRE FENCE AROUND MR.
 BV0433'SHAEFFERS HOUSE, 24 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 2
 BV0433'FEET WEST OF A POWERLINE POLE.  NO WITNESS POST WAS SET.
 BV0433
 BV0433                          STATION RECOVERY (1964)
 BV0433
 BV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0433'RECOVERED IN GOOD CONDITION.
 BV0433
 BV0433                          STATION RECOVERY (1980)
 BV0433
 BV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0433'3.942 KILOMETERS (2.45 MILES) NORTH ALONG US HIGHWAY 45 FROM THE
 BV0433'JUNCTION OF MAIN STREET AT SHUBUTA, AT THE JUNCTION OF A GRAVEL DRIVE
 BV0433'LEADING EAST, 0.16 KILOMETER (0.10 MILE) EAST OF THE HIGHWAY, AT THE
 BV0433'RESIDENCE OF M. B. SHAEFFER, 32.3 METERS (106 FEET) NORTH OF THE
 BV0433'NORTHWEST CORNER OF A SMALL BARN, 28.35 METERS (93 FEET) WEST OF THE
 BV0433'SOUTHWEST CORNER OF THE HOUSE, 18.6 METERS (61 FEET) NORTHWEST OF A
 BV0433'3-FOOT SUN DIAL, 13.1 METERS (43 FEET) NORTH-NORTHWEST OF POWER POLE
 BV0433'NUMBER 3, 7.3 METERS (24 FEET) NORTH OF THE CENTER OF THE DRIVE.
 BV0433'THE MARK IS ABOVE LEVEL WITH DRIVE.
 BV0433
 BV0433                          STATION RECOVERY (1991)
 BV0433
 BV0433'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0433'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF SHUBUTA, ABOUT 0.1
 BV0433'MI (0.2 KM) EAST OF U.S. HIGHWAY 45, NEAR THE RESIDENCE OF MR. M.B.
 BV0433'SHAFFER AND IS IN SECTION 25, T 1N, R 16E.
 BV0433'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTA STREET
 BV0433'IN SHUBUTA, GO NORTH ON U.S. HIGHWAY 45 FOR 2.55 MI (4.10 KM) TO A
 BV0433'DRIVEWAY ON THE RIGHT. TURN RIGHT AND GO EAST ON A GRAVEL DRIVEWAY
 BV0433'FOR 0.1 MI (0.2 KM) TO A FORK AND THE MARK ON THE LEFT.
 BV0433'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH
 BV0433'WITH THE GROUND, 93.5 FT (28.5 M) WEST OF THE SOUTHWEST CORNER OF THE
 BV0433'MAIN PART OF A FRAME HOUSE, 88.0 FT (26.8 M) EAST-NORTHEAST OF A 24
 BV0433'INCH OAK, 77.0 FT (23.5 M) SOUTHWEST OF A 36 INCH OAK, 71.5 FT
 BV0433'(21.8 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SHOP, 61.0 FT
 BV0433'(18.6 M) NORTHWEST OF THE CENTER OF A 36 INCH SUN DIAL, 43.0 FT
 BV0433'(13.1 M) NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES
 BV0433'AND 22.0 FT (6.7 M) NORTH OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0816 ***********************************************************************
 EG0816  DESIGNATION -  45 V 230 MSHD
 EG0816  PID         -  EG0816
 EG0816  STATE/COUNTY-  MS/PRENTISS
 EG0816  USGS QUAD   -  BOONEVILLE (1973)
 EG0816
 EG0816                         *CURRENT SURVEY CONTROL
 EG0816  ___________________________________________________________________
 EG0816* NAD 83(1986)-  34 41 14.     (N)    088 33 38.     (W)     SCALED    
 EG0816* NAVD 88     -       149.315  (meters)     489.88   (feet)  ADJUSTED  
 EG0816  ___________________________________________________________________
 EG0816  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0816  DYNAMIC HT  -         149.170 (meters)     489.40  (feet)  COMP
 EG0816  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 EG0816
 EG0816  VERT ORDER  -  FIRST     CLASS II
 EG0816
 EG0816.The horizontal coordinates were scaled from a topographic map and have
 EG0816.an estimated accuracy of +/- 6 seconds.
 EG0816
 EG0816.The orthometric height was determined by differential leveling
 EG0816.and adjusted in June 1991.
 EG0816
 EG0816.The geoid height was determined by GEOID03.
 EG0816
 EG0816.The dynamic height is computed by dividing the NAVD 88
 EG0816.geopotential number by the normal gravity value computed on the
 EG0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0816.degrees latitude (g = 980.6199 gals.).
 EG0816
 EG0816.The modeled gravity was interpolated from observed gravity values.
 EG0816
 EG0816;                    North         East    Units  Estimated Accuracy
 EG0816;SPC MS E     -   575,210.      325,000.      MT  (+/- 180 meters Scaled)
 EG0816
 EG0816                          SUPERSEDED SURVEY CONTROL
 EG0816
 EG0816  NGVD 29 (??/??/92)  149.279  (m)          489.76   (f) ADJ UNCH    1 2
 EG0816
 EG0816.Superseded values are not recommended for survey control.
 EG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0816.See file dsdata.txt to determine how the superseded data were derived.
 EG0816
 EG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570394(NAD 83)
 EG0816_MARKER: DD = SURVEY DISK
 EG0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0816_STAMPING: 45V-230 1964
 EG0816_MARK LOGO: MSHD  
 EG0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0816+STABILITY: SURFACE MOTION
 EG0816
 EG0816  HISTORY     - Date     Condition        Report By
 EG0816  HISTORY     - 1964     MONUMENTED       MSHD
 EG0816  HISTORY     - 1965     GOOD             MSHD
 EG0816  HISTORY     - 1979     GOOD             MSHD
 EG0816  HISTORY     - 1983     GOOD             NGS
 EG0816  HISTORY     - 20040816 MARK NOT FOUND   USACE
 EG0816
 EG0816                          STATION DESCRIPTION
 EG0816
 EG0816'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0816'2.05 MI N FROM BOONEVILLE.
 EG0816'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE
 EG0816'HIGHWAY 4 LEADING WEST IN BOONEVILLE, GO NORTH ON U. S. HIGHWAY 45 FOR
 EG0816'2.05 MILES TO A LIVESTOCK SALE BARN ON THE RIGHT AND THE MARK ON THE
 EG0816'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0816'POST.  IT IS 46.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 EG0816'SOUTH OF A POWER POLE WITH A TRANSFORMER, APPROXIMATELY 130 FEET
 EG0816'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHEAST MISSISSIPPI
 EG0816'LIVESTOCK BARN, 1.5 FEET NORTH OF A METAL WITNESS POST, 5 FEET ABOVE
 EG0816'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0816
 EG0816                          STATION RECOVERY (1979)
 EG0816
 EG0816'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0816'THE MARK IS LOCATED 2.3 MILES NORTH OF BOONEVILLE ON THE WEST RIGHT
 EG0816'OF WAY OF U.S. HIGHWAY 45, 0.75 MILE SOUTH OF A CROSSROAD IN THE
 EG0816'SOUTHEAST 1/4 OF SECTION 33, T 4S, R 7E. IT IS 65.5 FEET SOUTH OF THE
 EG0816'PROJECTED PLANE OF THE SOUTH WALL OF A LARGE GREEN BUILDING, 53.5
 EG0816'FEET SOUTHEAST OF AN 18 INCH OAK, 47.5 FEET WEST OF THE CENTER OF
 EG0816'HIGHWAY 45, 4.5 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 1 FOOT
 EG0816'NORTH OF A METAL WITNESS POST ON LINE WITH A ROW OF POLES SET IN THE
 EG0816'TOP OF A ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 EG0816'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF
 EG0816'STATE HIGHWAY 4, 30 AND U.S. HIGHWAY 45 JUST WEST OF NORTHEAST JUNIOR
 EG0816'COLLEGE IN BOONEVILLE GO NORTH ON U.S. HIGHWAY 45 FOR 1.4 MILES TO
 EG0816'THE MARK ON THE LEFT.
 EG0816
 EG0816                          STATION RECOVERY (1983)
 EG0816
 EG0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0816'RECOVERED IN GOOD CONDITION.
 EG0816
 EG0816                          STATION RECOVERY (2004)
 EG0816
 EG0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0817 ***********************************************************************
 EG0817  DESIGNATION -  45 V 231 MSHD
 EG0817  PID         -  EG0817
 EG0817  STATE/COUNTY-  MS/PRENTISS
 EG0817  USGS QUAD   -  BOONEVILLE (1973)
 EG0817
 EG0817                         *CURRENT SURVEY CONTROL
 EG0817  ___________________________________________________________________
 EG0817* NAD 83(1986)-  34 41 54.     (N)    088 33 37.     (W)     SCALED    
 EG0817* NAVD 88     -       152.370  (meters)     499.90   (feet)  ADJUSTED  
 EG0817  ___________________________________________________________________
 EG0817  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0817  DYNAMIC HT  -         152.223 (meters)     499.42  (feet)  COMP
 EG0817  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EG0817
 EG0817  VERT ORDER  -  FIRST     CLASS II
 EG0817
 EG0817.The horizontal coordinates were scaled from a topographic map and have
 EG0817.an estimated accuracy of +/- 6 seconds.
 EG0817
 EG0817.The orthometric height was determined by differential leveling
 EG0817.and adjusted in June 1991.
 EG0817
 EG0817.The geoid height was determined by GEOID03.
 EG0817
 EG0817.The dynamic height is computed by dividing the NAVD 88
 EG0817.geopotential number by the normal gravity value computed on the
 EG0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0817.degrees latitude (g = 980.6199 gals.).
 EG0817
 EG0817.The modeled gravity was interpolated from observed gravity values.
 EG0817
 EG0817;                    North         East    Units  Estimated Accuracy
 EG0817;SPC MS E     -   576,440.      325,020.      MT  (+/- 180 meters Scaled)
 EG0817
 EG0817                          SUPERSEDED SURVEY CONTROL
 EG0817
 EG0817  NGVD 29 (??/??/92)  152.341  (m)          499.81   (f) ADJ UNCH    1 2
 EG0817
 EG0817.Superseded values are not recommended for survey control.
 EG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0817.See file dsdata.txt to determine how the superseded data were derived.
 EG0817
 EG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570406(NAD 83)
 EG0817_MARKER: DD = SURVEY DISK
 EG0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0817_STAMPING: 45V-231 1964
 EG0817_MARK LOGO: MSHD  
 EG0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0817+STABILITY: SURFACE MOTION
 EG0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0817+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0817
 EG0817  HISTORY     - Date     Condition        Report By
 EG0817  HISTORY     - 1964     MONUMENTED       MSHD
 EG0817  HISTORY     - 1965     GOOD             MSHD
 EG0817  HISTORY     - 1979     GOOD             MSHD
 EG0817  HISTORY     - 1983     GOOD             NGS
 EG0817  HISTORY     - 20040816 GOOD             USACE
 EG0817
 EG0817                          STATION DESCRIPTION
 EG0817
 EG0817'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0817'2.8 MI N FROM BOONEVILLE.
 EG0817'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0817'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO NORTH ON U. S. HIGHWAY 45 FOR
 EG0817'2.8 MILES TO A GROCERY STORE, AND THE MARK ON THE RIGHT.  THE MARK IS
 EG0817'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48
 EG0817'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A CORNER
 EG0817'FENCE POST, 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK
 EG0817'HOUSE, 24 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH SIDE DRAIN
 EG0817'PIPE, 6.5 FEET NORTH OF A 6 INCH PECAN TREE, 1.5 FEET NORTHEAST OF A
 EG0817'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
 EG0817
 EG0817                          STATION RECOVERY (1979)
 EG0817
 EG0817'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0817'THE MARK IS LOCATED 3.1 MILES NORTH OF BOONEVILLE OF THE EAST RIGHT
 EG0817'OF WAY OF U.S. HIGHWAY 45 JUST NORTH OF A CROSSROAD IN THE SOUTHWEST
 EG0817'CORNER OF SECTION 27, T 4S, R 7E. IT IS 217 FEET NORTH OF THE CENTER
 EG0817'OF A GRAVELED ROAD, 139.5 FEET NORTH-NORTHWEST OF THE NORTHWEST
 EG0817'CORNER OF TROY MOORES STORE, 63 FEET NORTHWEST OF THE NORTHWEST
 EG0817'CORNER OF BRICK HOUSE, 48.5 FEET EAST OF THE CENTER OF HIGHWAY 45, 7
 EG0817'FEET NORTH OF A 12 INCH PECAN, 2 FEET WEST OF A FENCE CORNER, 2 FEET
 EG0817'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 EG0817'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH. TO REACH FROM THE
 EG0817'JUNCTION OF STATE HIGHWAY 4, 30 AND U.S. HIGHWAY 45 JUST WEST OF
 EG0817'NORTHEAST JUNIOR COLLEGE IN BOONEVILLE GO NORTH ON U.S. HIGHWAY 45
 EG0817'FOR 2.05 MILES TO THE MARK ON THE RIGHT JUST BEYOND A CROSSROAD.
 EG0817
 EG0817                          STATION RECOVERY (1983)
 EG0817
 EG0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0817'RECOVERED IN GOOD CONDITION.
 EG0817
 EG0817                          STATION RECOVERY (2004)
 EG0817
 EG0817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0818 ***********************************************************************
 EG0818  DESIGNATION -  45 V 232 MSHD
 EG0818  PID         -  EG0818
 EG0818  STATE/COUNTY-  MS/PRENTISS
 EG0818  USGS QUAD   -  BOONEVILLE (1973)
 EG0818
 EG0818                         *CURRENT SURVEY CONTROL
 EG0818  ___________________________________________________________________
 EG0818* NAD 83(1986)-  34 42 38.     (N)    088 33 38.     (W)     SCALED    
 EG0818* NAVD 88     -       157.988  (meters)     518.33   (feet)  ADJUSTED  
 EG0818  ___________________________________________________________________
 EG0818  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0818  DYNAMIC HT  -         157.835 (meters)     517.83  (feet)  COMP
 EG0818  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EG0818
 EG0818  VERT ORDER  -  FIRST     CLASS II
 EG0818
 EG0818.The horizontal coordinates were scaled from a topographic map and have
 EG0818.an estimated accuracy of +/- 6 seconds.
 EG0818
 EG0818.The orthometric height was determined by differential leveling
 EG0818.and adjusted in June 1991.
 EG0818
 EG0818.The geoid height was determined by GEOID03.
 EG0818
 EG0818.The dynamic height is computed by dividing the NAVD 88
 EG0818.geopotential number by the normal gravity value computed on the
 EG0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0818.degrees latitude (g = 980.6199 gals.).
 EG0818
 EG0818.The modeled gravity was interpolated from observed gravity values.
 EG0818
 EG0818;                    North         East    Units  Estimated Accuracy
 EG0818;SPC MS E     -   577,800.      324,990.      MT  (+/- 180 meters Scaled)
 EG0818
 EG0818                          SUPERSEDED SURVEY CONTROL
 EG0818
 EG0818  NGVD 29 (??/??/92)  157.960  (m)          518.24   (f) ADJ UNCH    1 2
 EG0818
 EG0818.Superseded values are not recommended for survey control.
 EG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0818.See file dsdata.txt to determine how the superseded data were derived.
 EG0818
 EG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570420(NAD 83)
 EG0818_MARKER: DD = SURVEY DISK
 EG0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0818_STAMPING: 45V-232 1964
 EG0818_MARK LOGO: MSHD  
 EG0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0818+STABILITY: SURFACE MOTION
 EG0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0818+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0818
 EG0818  HISTORY     - Date     Condition        Report By
 EG0818  HISTORY     - 1964     MONUMENTED       MSHD
 EG0818  HISTORY     - 1965     GOOD             MSHD
 EG0818  HISTORY     - 1979     GOOD             MSHD
 EG0818  HISTORY     - 1983     GOOD             NGS
 EG0818  HISTORY     - 20040816 GOOD             USACE
 EG0818
 EG0818                          STATION DESCRIPTION
 EG0818
 EG0818'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0818'3.65 MI N FROM BOONEVILLE.
 EG0818'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0818'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO NORTH ON U. S. HIGHWAY 45 FOR
 EG0818'3.65 MILES TO THE MARK ON THE LEFT, 0.1 MILE SOUTH OF A CROSSROAD. THE
 EG0818'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 EG0818'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 25.5 FEET SOUTHEAST OF
 EG0818'A WIRE FENCE CORNER POST, 6 FEET NORTHEAST OF A FENCE, 2 FEET
 EG0818'SOUTHEAST OF POWERLINE POLE NO. 4, 17 FEET SOUTH OF A RIGHT-OF-WAY
 EG0818'MARKER, 2 FEET NORTH OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL
 EG0818'OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0818
 EG0818                          STATION RECOVERY (1979)
 EG0818
 EG0818'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0818'THE MARK IS LOCATED 3.9 MILES NORTH OF BOONEVILLE ON THE WEST RIGHT
 EG0818'OF WAY OF U.S. HIGHWAY 45, 0.1 MILE SOUTH OF A CROSSROAD IN THE
 EG0818'NORTHEAST CORNER OF SECTION 28, T 4S, R 7E. IT IS 50 FEET WEST OF THE
 EG0818'CENTER OF HIGHWAY 45, 44 FEET SOUTH OF A T FENCE CORNER, 17 FEET
 EG0818'SOUTH OF A RIGHT OF WAY MARKER, 2 FEET SOUTH OF POWER POLE NO. 4, 2
 EG0818'FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE SET IN THE
 EG0818'TOP OF A ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE
 EG0818'HIGHWAY AND PROJECTS 1 INCH. TO REACH FROM THE JUNCTION OF STATE
 EG0818'HIGHWAY 4, 30 AND U.S. HIGHWAY 45 JUST WEST OF NORTHEAST JUNIOR
 EG0818'COLLEGE IN BOONEVILLE GO NORTH ON U.S. HIGHWAY 45 FOR 3 MILES TO THE
 EG0818'MARK ON THE LEFT.
 EG0818
 EG0818                          STATION RECOVERY (1983)
 EG0818
 EG0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0818'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 6 FEET NORTHEAST OF A
 EG0818'FENCE, ADD, 0.61 METER (2.0 FT) EAST OF A FENCE LINE.
 EG0818
 EG0818                          STATION RECOVERY (2004)
 EG0818
 EG0818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0821 ***********************************************************************
 EG0821  DESIGNATION -  45 V 234 MSHD
 EG0821  PID         -  EG0821
 EG0821  STATE/COUNTY-  MS/PRENTISS
 EG0821  USGS QUAD   -  BOONEVILLE (1973)
 EG0821
 EG0821                         *CURRENT SURVEY CONTROL
 EG0821  ___________________________________________________________________
 EG0821* NAD 83(1986)-  34 43 22.     (N)    088 33 36.     (W)     SCALED    
 EG0821* NAVD 88     -       152.079  (meters)     498.95   (feet)  ADJUSTED  
 EG0821  ___________________________________________________________________
 EG0821  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0821  DYNAMIC HT  -         151.932 (meters)     498.46  (feet)  COMP
 EG0821  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 EG0821
 EG0821  VERT ORDER  -  FIRST     CLASS II
 EG0821
 EG0821.The horizontal coordinates were scaled from a topographic map and have
 EG0821.an estimated accuracy of +/- 6 seconds.
 EG0821
 EG0821.The orthometric height was determined by differential leveling
 EG0821.and adjusted in June 1991.
 EG0821.WARNING-Repeat measurements at this control monument indicate possible
 EG0821.vertical movement.
 EG0821
 EG0821.The geoid height was determined by GEOID03.
 EG0821
 EG0821.The dynamic height is computed by dividing the NAVD 88
 EG0821.geopotential number by the normal gravity value computed on the
 EG0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0821.degrees latitude (g = 980.6199 gals.).
 EG0821
 EG0821.The modeled gravity was interpolated from observed gravity values.
 EG0821
 EG0821;                    North         East    Units  Estimated Accuracy
 EG0821;SPC MS E     -   579,150.      325,040.      MT  (+/- 180 meters Scaled)
 EG0821
 EG0821                          SUPERSEDED SURVEY CONTROL
 EG0821
 EG0821  NGVD 29 (??/??/92)  152.079  (m)          498.95   (f) ADJ UNCH    1 2
 EG0821
 EG0821.Superseded values are not recommended for survey control.
 EG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0821.See file dsdata.txt to determine how the superseded data were derived.
 EG0821
 EG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD571434(NAD 83)
 EG0821_MARKER: DD = SURVEY DISK
 EG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0821_STAMPING: 45V-234 1964
 EG0821_MARK LOGO: MSHD  
 EG0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0821+STABILITY: SURFACE MOTION
 EG0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0821+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0821
 EG0821  HISTORY     - Date     Condition        Report By
 EG0821  HISTORY     - 1964     MONUMENTED       MSHD
 EG0821  HISTORY     - 1965     GOOD             MSHD
 EG0821  HISTORY     - 1979     GOOD             MSHD
 EG0821  HISTORY     - 1983     GOOD             NGS
 EG0821  HISTORY     - 20040816 GOOD             USACE
 EG0821
 EG0821                          STATION DESCRIPTION
 EG0821
 EG0821'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0821'4.55 MI N FROM BOONVILLE.
 EG0821'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0821'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO NORTH ON U.S. HIGHWAY 45 FOR
 EG0821'3.75 MILES TO A CROSSROAD, CONTINUE NORTH FOR 0.8 MILE TO THE MARK ON
 EG0821'THE RIGHT, APPROXIMATELY 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE
 EG0821'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT
 EG0821'IS 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF
 EG0821'A TELEPHONE LINE POLE, 44.5 FEET NORTH OF A RIGHT-OF-WAY MARKER, 4
 EG0821'FEET WEST OF A NET WIRE FENCE, ACROSS THE HIGHWAY FROM A GREY STONE
 EG0821'HOUSE, 3 FEET NORTH OF A METAL WITNESS POST, 10 FEET ABOVE THE LEVEL
 EG0821'OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0821
 EG0821                          STATION RECOVERY (1979)
 EG0821
 EG0821'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0821'THE MARK IS LOCATED 4.7 MILES NORTH OF BOONEVILLE ON THE EAST RIGHT
 EG0821'OF WAY OF U.S. HIGHWAY 45 ABOUT 0.15 MILE SOUTH OF SIDE ROAD LEADING
 EG0821'WEST IN THE NORTHWEST 1/4 OF SECTION 22, T 4S, R 7E. IT IS 78 FEET
 EG0821'SOUTH OF A FENCE CORNER, 46.5 FEET EAST OF THE CENTER OF HIGHWAY 45,
 EG0821'45 FEET NORTH OF A RIGHT OF WAY MARKER, 22 FEET SOUTH-SOUTHWEST OF
 EG0821'RIENZI 1967 AZIMUTH, 20 FEET NORTH AND ACROSS THE HIGHWAY OF THE
 EG0821'PROJECTED PLANE OF THE SOUTH WALL OF A STONE HOUSE, 5 FEET WEST OF A
 EG0821'FENCE, 3 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0821'CONCRETE POST ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS
 EG0821'FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 4,
 EG0821'30 AND U.S. HIGHWAY 45, JUST WEST OF NORTHEAST JUNIOR COLLEGE IN
 EG0821'BOONEVILLE GO NORTH ON U.S. HIGHWAY 45 FOR 3.1 MILES TO A CROSSROAD.
 EG0821'CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.8 MILE TO THE MARK ON THE
 EG0821'RIGHT.
 EG0821
 EG0821                          STATION RECOVERY (1983)
 EG0821
 EG0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0821'RECOVERED IN GOOD CONDITION.
 EG0821
 EG0821                          STATION RECOVERY (2004)
 EG0821
 EG0821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0822 ***********************************************************************
 EG0822  DESIGNATION -  45 V 235 MSHD
 EG0822  PID         -  EG0822
 EG0822  STATE/COUNTY-  MS/PRENTISS
 EG0822  USGS QUAD   -  BOONEVILLE (1973)
 EG0822
 EG0822                         *CURRENT SURVEY CONTROL
 EG0822  ___________________________________________________________________
 EG0822* NAD 83(1986)-  34 44 03.     (N)    088 33 37.     (W)     SCALED    
 EG0822* NAVD 88     -       136.539  (meters)     447.96   (feet)  ADJUSTED  
 EG0822  ___________________________________________________________________
 EG0822  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0822  DYNAMIC HT  -         136.407 (meters)     447.53  (feet)  COMP
 EG0822  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EG0822
 EG0822  VERT ORDER  -  FIRST     CLASS II
 EG0822
 EG0822.The horizontal coordinates were scaled from a topographic map and have
 EG0822.an estimated accuracy of +/- 6 seconds.
 EG0822
 EG0822.The orthometric height was determined by differential leveling
 EG0822.and adjusted in June 1991.
 EG0822
 EG0822.The geoid height was determined by GEOID03.
 EG0822
 EG0822.The dynamic height is computed by dividing the NAVD 88
 EG0822.geopotential number by the normal gravity value computed on the
 EG0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0822.degrees latitude (g = 980.6199 gals.).
 EG0822
 EG0822.The modeled gravity was interpolated from observed gravity values.
 EG0822
 EG0822;                    North         East    Units  Estimated Accuracy
 EG0822;SPC MS E     -   580,420.      325,010.      MT  (+/- 180 meters Scaled)
 EG0822
 EG0822                          SUPERSEDED SURVEY CONTROL
 EG0822
 EG0822  NGVD 29 (??/??/92)  136.510  (m)          447.87   (f) ADJ UNCH    1 2
 EG0822
 EG0822.Superseded values are not recommended for survey control.
 EG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0822.See file dsdata.txt to determine how the superseded data were derived.
 EG0822
 EG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD571446(NAD 83)
 EG0822_MARKER: DD = SURVEY DISK
 EG0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0822_SP_SET: ABUTMENT
 EG0822_STAMPING: 45V-235 1964
 EG0822_MARK LOGO: MSHD  
 EG0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0822
 EG0822  HISTORY     - Date     Condition        Report By
 EG0822  HISTORY     - 1964     MONUMENTED       MSHD
 EG0822  HISTORY     - 1965     GOOD             MSHD
 EG0822  HISTORY     - 1979     GOOD             MSHD
 EG0822  HISTORY     - 1983     POOR             NGS
 EG0822  HISTORY     - 20040816 MARK NOT FOUND   USACE
 EG0822
 EG0822                          STATION DESCRIPTION
 EG0822
 EG0822'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0822'5.30 MI N FROM BOONEVILLE.
 EG0822'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE
 EG0822'HIGHWAY 4 IN BOONEVILLE GO NORTH ON HIGHWAY 45 FOR 3.75 MILES TO A
 EG0822'CROSSROAD, CONTINUE NORTH FOR 1.55 MILES TO A BRIDGE AND THE MARK ON
 EG0822'THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0822'WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE, 17 FEET WEST OF THE
 EG0822'CENTERLINE OF AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0822
 EG0822                          STATION RECOVERY (1979)
 EG0822
 EG0822'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0822'THE MARK IS LOCATED 5.3 MILES NORTH OF BOONEVILLE IN A CONCRETE
 EG0822'BRIDGE ON WOODEN PILES, 1.6 MILES SOUTH OF THE ALCORN-PRENTISS COUNTY
 EG0822'LINE NEAR THE CENTER OF THE EAST SIDE OF SECTION 16, T 4S, R 7E. IT
 EG0822'IS 19.5 FEET SOUTHEAST OF TELEPHONE CABLE POLE, 15 FEET WEST OF THE
 EG0822'CENTER OF HIGHWAY 45 SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 EG0822'ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY. TO
 EG0822'REACH FROM THE JUNCTION OF STATE HIGHWAY 4, 30 AND U.S. HIGHWAY 45
 EG0822'JUST WEST OF NORTHEAST JUNIOR COLLEGE IN BOONEVILLE GO NORTH ON U.S.
 EG0822'HIGHWAY 45 FOR 4.1 MILES TO A SIDE ROAD LEFT. CONTINUE NORTH ON U.S.
 EG0822'HIGHWAY 45 FOR 0.7 MILE TO THE SECOND BRIDGE AND THE MARK ON THE
 EG0822'LEFT.
 EG0822
 EG0822                          STATION RECOVERY (1983)
 EG0822
 EG0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0822'MARK RECOVERED IN POOR CONDITION.
 EG0822
 EG0822                          STATION RECOVERY (2004)
 EG0822
 EG0822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0823 ***********************************************************************
 EG0823  DESIGNATION -  45 V 236 MSHD
 EG0823  PID         -  EG0823
 EG0823  STATE/COUNTY-  MS/PRENTISS
 EG0823  USGS QUAD   -  BOONEVILLE (1973)
 EG0823
 EG0823                         *CURRENT SURVEY CONTROL
 EG0823  ___________________________________________________________________
 EG0823* NAD 83(1986)-  34 44 47.     (N)    088 33 36.     (W)     SCALED    
 EG0823* NAVD 88     -       138.083  (meters)     453.03   (feet)  ADJUSTED  
 EG0823  ___________________________________________________________________
 EG0823  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0823  DYNAMIC HT  -         137.950 (meters)     452.59  (feet)  COMP
 EG0823  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EG0823
 EG0823  VERT ORDER  -  SECOND    CLASS 0
 EG0823
 EG0823.The horizontal coordinates were scaled from a topographic map and have
 EG0823.an estimated accuracy of +/- 6 seconds.
 EG0823
 EG0823.The orthometric height was determined by differential leveling
 EG0823.and adjusted in June 1991.
 EG0823
 EG0823.The geoid height was determined by GEOID03.
 EG0823
 EG0823.The dynamic height is computed by dividing the NAVD 88
 EG0823.geopotential number by the normal gravity value computed on the
 EG0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0823.degrees latitude (g = 980.6199 gals.).
 EG0823
 EG0823.The modeled gravity was interpolated from observed gravity values.
 EG0823
 EG0823;                    North         East    Units  Estimated Accuracy
 EG0823;SPC MS E     -   581,770.      325,030.      MT  (+/- 180 meters Scaled)
 EG0823
 EG0823                          SUPERSEDED SURVEY CONTROL
 EG0823
 EG0823  NGVD 29 (??/??/92)  138.060  (m)          452.95   (f) ADJ UNCH    2 0
 EG0823
 EG0823.Superseded values are not recommended for survey control.
 EG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0823.See file dsdata.txt to determine how the superseded data were derived.
 EG0823
 EG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD572460(NAD 83)
 EG0823_MARKER: DD = SURVEY DISK
 EG0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0823_STAMPING: 45V-236 1964
 EG0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0823+STABILITY: SURFACE MOTION
 EG0823
 EG0823  HISTORY     - Date     Condition        Report By
 EG0823  HISTORY     - 1964     MONUMENTED       MSHD
 EG0823  HISTORY     - 1965     GOOD             MSHD
 EG0823  HISTORY     - 1977     POOR             USGS
 EG0823  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0823
 EG0823                          STATION DESCRIPTION
 EG0823
 EG0823'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0823'6.15 MI N FROM BOONEVILLE.
 EG0823'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0823'HIGHWAY 4 LEADING WEST IN BOONEVILLE GO NORTH ON U. S. HIGHWAY 45 FOR
 EG0823'3.75 MILES TO A CROSSROAD, CONTINUE NORTH FOR 2.4 MILES TO A GRAVEL
 EG0823'ROAD ON THE RIGHT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET
 EG0823'IN THE TOP OF 12-INCH ROUND, CONCRETE POST.  IT IS 52 FEET EAST OF THE
 EG0823'CENTERLINE OF THE HIGHWAY, 118 FEET SOUTH OF THE CENTER OF THE GRAVEL
 EG0823'ROAD, LEADING NORTHEAST, 4 FEET NORTH OF A METAL POST SUPPORTING A
 EG0823'MOTEL AND RESTAURANT SIGN, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 3
 EG0823'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EG0823
 EG0823                          STATION RECOVERY (1977)
 EG0823
 EG0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0823'MARK RECOVERED IN POOR CONDITION.
 EG0823
 EG0823                          STATION RECOVERY (1983)
 EG0823
 EG0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0823'NOT RECOVERED, FARMER NOW FARMING ON HIGHWAY RIGHT-OF-WAY, PROBABLY
 EG0823'REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0824 ***********************************************************************
 EG0824  DESIGNATION -  45 V 237 MSHD
 EG0824  PID         -  EG0824
 EG0824  STATE/COUNTY-  MS/PRENTISS
 EG0824  USGS QUAD   -  RIENZI (1982)
 EG0824
 EG0824                         *CURRENT SURVEY CONTROL
 EG0824  ___________________________________________________________________
 EG0824* NAD 83(1986)-  34 45 19.     (N)    088 33 33.     (W)     SCALED    
 EG0824* NAVD 88     -       143.859  (meters)     471.98   (feet)  ADJUSTED  
 EG0824  ___________________________________________________________________
 EG0824  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0824  DYNAMIC HT  -         143.721 (meters)     471.52  (feet)  COMP
 EG0824  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 EG0824
 EG0824  VERT ORDER  -  SECOND    CLASS 0
 EG0824
 EG0824.The horizontal coordinates were scaled from a topographic map and have
 EG0824.an estimated accuracy of +/- 6 seconds.
 EG0824
 EG0824.The orthometric height was determined by differential leveling
 EG0824.and adjusted in June 1991.
 EG0824
 EG0824.The geoid height was determined by GEOID03.
 EG0824
 EG0824.The dynamic height is computed by dividing the NAVD 88
 EG0824.geopotential number by the normal gravity value computed on the
 EG0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0824.degrees latitude (g = 980.6199 gals.).
 EG0824
 EG0824.The modeled gravity was interpolated from observed gravity values.
 EG0824
 EG0824;                    North         East    Units  Estimated Accuracy
 EG0824;SPC MS E     -   582,760.      325,100.      MT  (+/- 180 meters Scaled)
 EG0824
 EG0824                          SUPERSEDED SURVEY CONTROL
 EG0824
 EG0824  NGVD 29 (??/??/92)  143.839  (m)          471.91   (f) ADJ UNCH    2 0
 EG0824
 EG0824.Superseded values are not recommended for survey control.
 EG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0824.See file dsdata.txt to determine how the superseded data were derived.
 EG0824
 EG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD572470(NAD 83)
 EG0824_MARKER: DD = SURVEY DISK
 EG0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0824_STAMPING: 45V-237 1964
 EG0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0824+STABILITY: SURFACE MOTION
 EG0824
 EG0824  HISTORY     - Date     Condition        Report By
 EG0824  HISTORY     - 1964     MONUMENTED       MSHD
 EG0824  HISTORY     - 1965     GOOD             MSHD
 EG0824  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0824
 EG0824                          STATION DESCRIPTION
 EG0824
 EG0824'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0824'6.75 MI N FROM BOONEVILLE.
 EG0824'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0824'HIGHWAY 4 IN BOONEVILLE GO NORTH ON HIGHWAY 45 FOR 3.75 MILES TO A
 EG0824'CROSSROAD LEADING EAST TO THE VILLAGE OF THRASHER, CONTINUE NORTH ON
 EG0824'HIGHWAY 45 FOR 3.0 MILES TO THE PRENTISS AND ALCORN COUNTY LINE AND
 EG0824'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0824'ROUND, CONCRETE POST.  IT IS 48 FEET EAST OF THE CENTERLINE OF THE
 EG0824'HIGHWAY, 26 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 15 FEET
 EG0824'NORTHEAST OF THE NORTH END OF AN 18-INCH CONCRETE PIPE, 6.5 FEET NORTH
 EG0824'OF A TELEPHONE LINE POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 EG0824'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
 EG0824
 EG0824                          STATION RECOVERY (1983)
 EG0824
 EG0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0824'NOT RECOVERED, PROBABLY REMOVED BY FARMER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0825 ***********************************************************************
 EG0825  DESIGNATION -  45 V 238
 EG0825  PID         -  EG0825
 EG0825  STATE/COUNTY-  MS/ALCORN
 EG0825  USGS QUAD   -  RIENZI (1982)
 EG0825
 EG0825                         *CURRENT SURVEY CONTROL
 EG0825  ___________________________________________________________________
 EG0825* NAD 83(1986)-  34 45 46.     (N)    088 33 32.     (W)     SCALED    
 EG0825* NAVD 88     -       146.771  (meters)     481.53   (feet)  ADJUSTED  
 EG0825  ___________________________________________________________________
 EG0825  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0825  DYNAMIC HT  -         146.630 (meters)     481.07  (feet)  COMP
 EG0825  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 EG0825
 EG0825  VERT ORDER  -  FIRST     CLASS II
 EG0825
 EG0825.The horizontal coordinates were scaled from a topographic map and have
 EG0825.an estimated accuracy of +/- 6 seconds.
 EG0825
 EG0825.The orthometric height was determined by differential leveling
 EG0825.and adjusted in June 1991.
 EG0825
 EG0825.The geoid height was determined by GEOID03.
 EG0825
 EG0825.The dynamic height is computed by dividing the NAVD 88
 EG0825.geopotential number by the normal gravity value computed on the
 EG0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0825.degrees latitude (g = 980.6199 gals.).
 EG0825
 EG0825.The modeled gravity was interpolated from observed gravity values.
 EG0825
 EG0825;                    North         East    Units  Estimated Accuracy
 EG0825;SPC MS E     -   583,590.      325,120.      MT  (+/- 180 meters Scaled)
 EG0825
 EG0825                          SUPERSEDED SURVEY CONTROL
 EG0825
 EG0825  NGVD 29 (??/??/92)  146.754  (m)          481.48   (f) ADJ UNCH    1 2
 EG0825
 EG0825.Superseded values are not recommended for survey control.
 EG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0825.See file dsdata.txt to determine how the superseded data were derived.
 EG0825
 EG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573478(NAD 83)
 EG0825_MARKER: DD = SURVEY DISK
 EG0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0825_SP_SET: CONCRETE POST
 EG0825_STAMPING: BM 45V-238 1964
 EG0825_MARK LOGO: MSHD  
 EG0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0825+STABILITY: SURFACE MOTION
 EG0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0825+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 EG0825
 EG0825  HISTORY     - Date     Condition        Report By
 EG0825  HISTORY     - 1964     MONUMENTED       MSHD
 EG0825  HISTORY     - 1964     GOOD             MSHD
 EG0825  HISTORY     - 1978     GOOD             MSHD
 EG0825  HISTORY     - 1983     GOOD             NGS
 EG0825  HISTORY     - 19891030 GOOD             MSHD
 EG0825
 EG0825                          STATION DESCRIPTION
 EG0825
 EG0825'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0825'11.65 MI S FROM CORINTH.
 EG0825'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0825'CORINTH GO SOUTH ON U. S. HIGHWAY 45 FOR 6.55 MILES TO THE
 EG0825'BIGGERSVILLE SCHOOL ON THE RIGHT, CONTINUE SOUTH FOR 5.1 MILES TO THE
 EG0825'INTERSECTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 356 AND THE MARK IN
 EG0825'THE SOUTHEAST ANGLE OF THE INTERSECTION.  THE MARK IS A DISK SET IN
 EG0825'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED 1.9 MILES
 EG0825'WEST OF THE TOWN OF RIENZI, 54 FEET EAST OF THE CENTERLINE OF U.S.
 EG0825'HIGHWAY 45, 40 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 356, 3
 EG0825'FEET NORTHWEST OF TELEPHONE LINE POLE NO. A 37 L, 1.5 FEET NORTHEAST
 EG0825'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2
 EG0825'INCHES.
 EG0825
 EG0825                          STATION RECOVERY (1978)
 EG0825
 EG0825'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0825'THE MARK IS LOCATED 1.8 MILES WEST OF RIENZI IN THE SOUTHEAST ANGLE
 EG0825'OF THE CROSSING OF STATE HIGHWAY 356 AND U.S. HIGHWAY 45, 12 MILES
 EG0825'SOUTH-SOUTHWEST OF CORINTH NEAR THE CENTER OF THE WEST SIDE OF
 EG0825'SECTION 3, T 4S, R 7E. IT IS 153.5 FEET NORTH OF THE NORTHWEST CORNER
 EG0825'OF THE NORTH BRICK PILLAR OF THE RIENZE EQUIPMENT COMPANY, 94 FEET
 EG0825'SOUTH-SOUTHWEST OF A TELEPHONE CABLE POLE WITH GUY WIRES, 54 FEET
 EG0825'EAST OF THE CENTER OF HIGHWAY 45, 40 FEET SOUTH OF THE CENTER OF
 EG0825'HIGHWAY 356, 22.5 FEET WEST OF A 20 INCH GUM, 3.5 FEET NORTHWEST OF
 EG0825'POWER POLE NO. A 37L/1, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 EG0825'THE TOP OF A ROUND CONCRETE POST ABOUT 18 INCHES BELOW THE LEVEL OF
 EG0825'THE HIGHWAY AND PROJECTS 1 INCH.
 EG0825
 EG0825                          STATION RECOVERY (1983)
 EG0825
 EG0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0825'RECOVERED IN GOOD CONDITION.
 EG0825
 EG0825                          STATION RECOVERY (1989)
 EG0825
 EG0825'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG0825'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED
 EG0825'BY CONSTRUCTION AND WAS RESET AT THIS DATE AND THE DISK WAS
 EG0825'RECLAIMED.  SEE DESCRIPTION FOR 45V 238 RESET 1989.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2064 ***********************************************************************
 EG2064  DESIGNATION -  45 V 238 RESET
 EG2064  PID         -  EG2064
 EG2064  STATE/COUNTY-  MS/ALCORN
 EG2064  USGS QUAD   -  RIENZI (1982)
 EG2064
 EG2064                         *CURRENT SURVEY CONTROL
 EG2064  ___________________________________________________________________
 EG2064* NAD 83(1986)-  34 45 46.     (N)    088 33 32.     (W)     SCALED    
 EG2064* NAVD 88     -       147.22   (meters)     483.0    (feet)  RESET     
 EG2064  ___________________________________________________________________
 EG2064  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG2064  VERT ORDER  -  THIRD
 EG2064
 EG2064.The horizontal coordinates were scaled from a topographic map and have
 EG2064.an estimated accuracy of +/- 6 seconds.
 EG2064
 EG2064.The orthometric height was computed from unverified reset data.
 EG2064.No vertical observational check was made to the station.
 EG2064
 EG2064.The geoid height was determined by GEOID03.
 EG2064
 EG2064;                    North         East    Units  Estimated Accuracy
 EG2064;SPC MS E     -   583,590.      325,120.      MT  (+/- 180 meters Scaled)
 EG2064
 EG2064                          SUPERSEDED SURVEY CONTROL
 EG2064
 EG2064  NGVD 29 (08/12/04)  147.20   (m)          482.9    (f) RESET       3  
 EG2064
 EG2064.Superseded values are not recommended for survey control.
 EG2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2064.See file dsdata.txt to determine how the superseded data were derived.
 EG2064
 EG2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573478(NAD 83)
 EG2064_MARKER: DV = VERTICAL CONTROL DISK
 EG2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2064_SP_SET: CONCRETE POST
 EG2064_STAMPING: 45V 238 RESET 1989
 EG2064_MARK LOGO: NGS   
 EG2064_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2064+STABILITY: SURFACE MOTION
 EG2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2064+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 EG2064
 EG2064  HISTORY     - Date     Condition        Report By
 EG2064  HISTORY     - 1989     MONUMENTED       MSHD
 EG2064  HISTORY     - 20040928 GOOD             USACE
 EG2064
 EG2064                          STATION DESCRIPTION
 EG2064
 EG2064'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2064'11.65 MI (18.75 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG2064'U.S. HIGHWAY 72 IN CORINTH, TO THE JUNCTION OF STATE HIGHWAY 356 AND
 EG2064'MARK IN NORTHWEST ANGLE OF INTERSECTION, 115.0 FT (35.1 M) WEST OF
 EG2064'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 316.0 FT (96.3 M)
 EG2064'NORTH OF THE CENTER OF STATE HIGHWAY 356, 4.0 FT (1.2 M) NORTHEAST OF
 EG2064'POWER POLE NO.315, PROJECTING 1 INCH ABOVE GROUND.
 EG2064
 EG2064                          STATION RECOVERY (2004)
 EG2064
 EG2064'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0826 ***********************************************************************
 EG0826  DESIGNATION -  45 V 239
 EG0826  PID         -  EG0826
 EG0826  STATE/COUNTY-  MS/ALCORN
 EG0826  USGS QUAD   -  RIENZI (1982)
 EG0826
 EG0826                         *CURRENT SURVEY CONTROL
 EG0826  ___________________________________________________________________
 EG0826* NAD 83(1986)-  34 45 47.     (N)    088 32 38.     (W)     SCALED    
 EG0826* NAVD 88     -       148.252  (meters)     486.39   (feet)  ADJUSTED  
 EG0826  ___________________________________________________________________
 EG0826  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0826  DYNAMIC HT  -         148.110 (meters)     485.92  (feet)  COMP
 EG0826  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 EG0826
 EG0826  VERT ORDER  -  FIRST     CLASS II
 EG0826
 EG0826.The horizontal coordinates were scaled from a topographic map and have
 EG0826.an estimated accuracy of +/- 6 seconds.
 EG0826
 EG0826.The orthometric height was determined by differential leveling
 EG0826.and adjusted in June 1991.
 EG0826
 EG0826.The geoid height was determined by GEOID03.
 EG0826
 EG0826.The dynamic height is computed by dividing the NAVD 88
 EG0826.geopotential number by the normal gravity value computed on the
 EG0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0826.degrees latitude (g = 980.6199 gals.).
 EG0826
 EG0826.The modeled gravity was interpolated from observed gravity values.
 EG0826
 EG0826;                    North         East    Units  Estimated Accuracy
 EG0826;SPC MS E     -   583,630.      326,500.      MT  (+/- 180 meters Scaled)
 EG0826
 EG0826                          SUPERSEDED SURVEY CONTROL
 EG0826
 EG0826  NGVD 29 (??/??/92)  148.235  (m)          486.33   (f) ADJ UNCH    1 2
 EG0826
 EG0826.Superseded values are not recommended for survey control.
 EG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0826.See file dsdata.txt to determine how the superseded data were derived.
 EG0826
 EG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD587478(NAD 83)
 EG0826_MARKER: DD = SURVEY DISK
 EG0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0826_STAMPING: 45V-239 1964
 EG0826_MARK LOGO: MSHD  
 EG0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0826+STABILITY: SURFACE MOTION
 EG0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0826+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0826
 EG0826  HISTORY     - Date     Condition        Report By
 EG0826  HISTORY     - 1964     MONUMENTED       MSHD
 EG0826  HISTORY     - 1965     GOOD             MSHD
 EG0826  HISTORY     - 1978     GOOD             MSHD
 EG0826  HISTORY     - 1983     GOOD             NGS
 EG0826  HISTORY     - 20040826 GOOD             USACE
 EG0826
 EG0826                          STATION DESCRIPTION
 EG0826
 EG0826'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0826'1.1 MI W FROM RIENZI.
 EG0826'TO REACH THE MARK FROM THE POST OFFICE IN RIENZI GO WEST ON STATE
 EG0826'HIGHWAY 356 FOR 1.1 MILES TO A GRAVEL CROSSROAD AND THE MARK IN THE
 EG0826'SOUTHEAST ANGLE OF THE INTERSECTION.  THE MARK IS A DISK SET IN THE
 EG0826'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 44 FEET SOUTHEAST OF THE
 EG0826'CENTER OF THE INTERSECTION, 33 FEET SOUTH OF THE CENTER OF STATE 356,
 EG0826'28 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 22 FEET SOUTHWEST OF
 EG0826'POWERLINE POLE NO. 57 WITH WIRES LEADING IN FOUR DIRECTIONS, 50 FEET
 EG0826'WEST OF A 14-INCH LONE CEDAR TREE, 2 FEET SOUTHEAST OF A METAL WITNESS
 EG0826'POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND PROJECTS 1 INCH.
 EG0826
 EG0826                          STATION RECOVERY (1978)
 EG0826
 EG0826'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0826'THE MARK IS LOCATED 1.1 MILES WEST OF RIENZI IN THE SOUTHEAST ANGLE
 EG0826'OF A CROSSROAD WHERE STATE HIGHWAY 356 EXTENDS WEST AND NORTH NEAR
 EG0826'THE CENTER OF THE EAST SIDE OF SECTION 3, T 4S, R 7E. IT IS 82 FEET
 EG0826'EAST-NORTHEAST OF THE EAST CORNER OF THE SOUTH-EAST BRICK PILLAR FOR
 EG0826'THE CARPORT OF A BRICK HOUSE, 34.5 FEET NORTH OF THE NORTHWEST CORNER
 EG0826'OF A METAL BUILDING, 30 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD,
 EG0826'26 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 22 FEET SOUTHWEST OF
 EG0826'POWER POLE NO. 57, 3.5 FEET NORTH OF TELEPHONE CABLE J BOX NO. A 10,
 EG0826'1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0826'ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE ROADS AND IS
 EG0826'FLUSH WITH GROUND. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY
 EG0826'356 AND U.S. HIGHWAY 45, 1.8 MILES WEST OF RIENZI GO EAST ON STATE
 EG0826'HIGHWAY 356 FOR 0.8 MILE TO THE MARK ON THE RIGHT JUST BEYOND A
 EG0826'CROSSROAD.
 EG0826
 EG0826                          STATION RECOVERY (1983)
 EG0826
 EG0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0826'RECOVERED IN GOOD CONDITION.
 EG0826
 EG0826                          STATION RECOVERY (2004)
 EG0826
 EG0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0434 ***********************************************************************
 BV0434  DESIGNATION -  45 V 24
 BV0434  PID         -  BV0434
 BV0434  STATE/COUNTY-  MS/CLARKE
 BV0434  USGS QUAD   -  DE SOTO (1982)
 BV0434
 BV0434                         *CURRENT SURVEY CONTROL
 BV0434  ___________________________________________________________________
 BV0434* NAD 83(1986)-  31 54 25.     (N)    088 42 42.     (W)     SCALED    
 BV0434* NAVD 88     -        61.251  (meters)     200.95   (feet)  ADJUSTED  
 BV0434  ___________________________________________________________________
 BV0434  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV0434  DYNAMIC HT  -          61.178 (meters)     200.71  (feet)  COMP
 BV0434  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 BV0434
 BV0434  VERT ORDER  -  FIRST     CLASS II
 BV0434
 BV0434.The horizontal coordinates were scaled from a topographic map and have
 BV0434.an estimated accuracy of +/- 6 seconds.
 BV0434
 BV0434.The orthometric height was determined by differential leveling
 BV0434.and adjusted in June 1991.
 BV0434
 BV0434.The geoid height was determined by GEOID03.
 BV0434
 BV0434.The dynamic height is computed by dividing the NAVD 88
 BV0434.geopotential number by the normal gravity value computed on the
 BV0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0434.degrees latitude (g = 980.6199 gals.).
 BV0434
 BV0434.The modeled gravity was interpolated from observed gravity values.
 BV0434
 BV0434;                    North         East    Units  Estimated Accuracy
 BV0434;SPC MS E     -   266,840.      311,510.      MT  (+/- 180 meters Scaled)
 BV0434
 BV0434                          SUPERSEDED SURVEY CONTROL
 BV0434
 BV0434  NGVD 29 (??/??/??)   61.229  (m)          200.88   (f) ADJUSTED    1 2
 BV0434
 BV0434.Superseded values are not recommended for survey control.
 BV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0434.See file dsdata.txt to determine how the superseded data were derived.
 BV0434
 BV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA381313(NAD 83)
 BV0434_MARKER: DD = SURVEY DISK
 BV0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0434_SP_SET: CONCRETE POST
 BV0434_STAMPING: BM 45V-24 1961
 BV0434_MARK LOGO: MSHD  
 BV0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0434+STABILITY: SURFACE MOTION
 BV0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0434+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 BV0434
 BV0434  HISTORY     - Date     Condition        Report By
 BV0434  HISTORY     - 1961     MONUMENTED       MSHD
 BV0434  HISTORY     - 1964     GOOD             NGS
 BV0434  HISTORY     - 1980     GOOD             NGS
 BV0434  HISTORY     - 19910409 GOOD             MSHD
 BV0434
 BV0434                          STATION DESCRIPTION
 BV0434
 BV0434'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0434'3.25 MI N FROM SHUBUTA.
 BV0434'THE MARK IS ABOUT 3 1/4 MILES NORTH OF SHUBUTA, ALONG AND ON THE EAST
 BV0434'SIDE OF U.S. HIGHWAY 45, AT A POINT ON A CURVE WHERE A NORTH-SOUTH
 BV0434'GRAVEL ROAD INTERSECTS THE HIGHWAY AND AT THE WESTERN EDGE OF A
 BV0434'HEAVELY WOODED AREA.  TO REACH THE MARK FROM THE TRAFFIC LIGHT AT THE
 BV0434'INTERSECTION OF U.S. 45 AND MAIN STREET IN SHUBUTA GO NORTH ON U.S. 45
 BV0434'FOR 3.35 MILES TO A REVERSE FORK RIGHT (GRAVEL ROAD) AND THE MARK ON
 BV0434'THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 BV0434'BM 45V-24 1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 BV0434'POST PROJECTING 2 INCHES.  IT IS 78 FEET EAST-NORTHEAST OF THE
 BV0434'INTERSECTION OF THE GRAVEL ROAD AND THE HIGHWAY, 76 FEET EAST OF THE
 BV0434'CENTER OF THE HIGHWAY, 26 FEET EAST OF A POWERLINE POLE AND 5 FEET
 BV0434'SOUTH OF A 14 INCH PINE TREE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET
 BV0434'SOUTH OF THE MARK.
 BV0434
 BV0434                          STATION RECOVERY (1964)
 BV0434
 BV0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0434'RECOVERED IN GOOD CONDITION.
 BV0434
 BV0434                          STATION RECOVERY (1980)
 BV0434
 BV0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0434'DELETE-5 FEET SOUTH OF A 14-INCH PINE TREE.
 BV0434
 BV0434                          STATION RECOVERY (1991)
 BV0434
 BV0434'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0434'THE MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTH OF SHUBUTA, AT THE
 BV0434'JUNCTION OF U.S. HIGHWAY 45 AND CLARKE COUNTY ROAD NUMBER 253, 4.2 MI
 BV0434'(6.8 KM) SOUTH OF DESOTO AND IS IN SECTION 24, T 1N, R 15E.
 BV0434'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTA STREET
 BV0434'IN SHUBUTA, GO NORTH ON U.S. HIGHWAY 45 FOR 3.5 MI (5.6 KM) TO AN
 BV0434'ANGLING SIDE ROAD AND THE MARK ON THE RIGHT.
 BV0434'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0434'3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0434'78.0 FT (23.8 M) EAST-NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 BV0434'45 AND THE GRAVEL ROAD, 77.5 FT (23.6 M) EAST OF THE CENTER OF
 BV0434'HIGHWAY 45, 22.8 FT (6.9 M) EAST OF A POWER POLE AND 1.0 FT (0.3 M)
 BV0434'SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0827 ***********************************************************************
 EG0827  DESIGNATION -  45 V 240
 EG0827  PID         -  EG0827
 EG0827  STATE/COUNTY-  MS/ALCORN
 EG0827  USGS QUAD   -  RIENZI (1982)
 EG0827
 EG0827                         *CURRENT SURVEY CONTROL
 EG0827  ___________________________________________________________________
 EG0827* NAD 83(1986)-  34 45 45.     (N)    088 31 41.     (W)     SCALED    
 EG0827* NAVD 88     -       134.613  (meters)     441.64   (feet)  ADJUSTED  
 EG0827  ___________________________________________________________________
 EG0827  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0827  DYNAMIC HT  -         134.484 (meters)     441.22  (feet)  COMP
 EG0827  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EG0827
 EG0827  VERT ORDER  -  FIRST     CLASS II
 EG0827
 EG0827.The horizontal coordinates were scaled from a topographic map and have
 EG0827.an estimated accuracy of +/- 6 seconds.
 EG0827
 EG0827.The orthometric height was determined by differential leveling
 EG0827.and adjusted in June 1991.
 EG0827
 EG0827.The geoid height was determined by GEOID03.
 EG0827
 EG0827.The dynamic height is computed by dividing the NAVD 88
 EG0827.geopotential number by the normal gravity value computed on the
 EG0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0827.degrees latitude (g = 980.6199 gals.).
 EG0827
 EG0827.The modeled gravity was interpolated from observed gravity values.
 EG0827
 EG0827;                    North         East    Units  Estimated Accuracy
 EG0827;SPC MS E     -   583,570.      327,950.      MT  (+/- 180 meters Scaled)
 EG0827
 EG0827                          SUPERSEDED SURVEY CONTROL
 EG0827
 EG0827  NGVD 29 (??/??/92)  134.592  (m)          441.57   (f) ADJ UNCH    1 2
 EG0827
 EG0827.Superseded values are not recommended for survey control.
 EG0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0827.See file dsdata.txt to determine how the superseded data were derived.
 EG0827
 EG0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD601477(NAD 83)
 EG0827_MARKER: DD = SURVEY DISK
 EG0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0827_STAMPING: 45V-240 1964
 EG0827_MARK LOGO: MSHD  
 EG0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0827+STABILITY: SURFACE MOTION
 EG0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0827+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 EG0827
 EG0827  HISTORY     - Date     Condition        Report By
 EG0827  HISTORY     - 1964     MONUMENTED       MSHD
 EG0827  HISTORY     - 1965     GOOD             MSHD
 EG0827  HISTORY     - 1978     GOOD             MSHD
 EG0827  HISTORY     - 1983     GOOD             NGS
 EG0827  HISTORY     - 20040825 GOOD             USACE
 EG0827
 EG0827                          STATION DESCRIPTION
 EG0827
 EG0827'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0827'0.15 MI W FROM RIENZI.
 EG0827'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0827'IT IS LOCATED 0.15 MILE WEST OF THE POST OFFICE IN THE TOWN OF RIENZI,
 EG0827'21.5 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 356, 25 FEET WEST OF
 EG0827'A BLACKTOP STREET, 5 FEET NORTHWEST OF A FENCE CORNER POST, 3 FEET
 EG0827'NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A WIRE FENCE, 1.5 FEET
 EG0827'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 EG0827'PROJECTS 2 INCHES.
 EG0827
 EG0827                          STATION RECOVERY (1978)
 EG0827
 EG0827'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0827'THE MARK IS LOCATED 0.1 MILE WEST OF RIENZI IN THE SOUTHWEST ANGLE OF
 EG0827'THE JUNCTION OF CURLEE STREET AND STATE HIGHWAY 356 IN THE NORTHEAST
 EG0827'1/4 OF SECTION 2, T 4S, R 7E. IT IS 155 FEET NORTH-NORTHWEST OF THE
 EG0827'NORTHWEST CORNER OF THE RIENZI METHODIST CHURCH, 43 FEET SOUTH OF A
 EG0827'POWER POLE, 25 FEET WEST OF THE CENTER OF CURLEE STREET, 23 FEET
 EG0827'SOUTH OF THE CENTER OF MAIN STREET (STATE HIGHWAY 356), 2.5 FEET WEST
 EG0827'OF A TELEPHONE CABLE POLE, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 EG0827'THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE ROADS AND
 EG0827'PROJECTS 2 INCHES. TO REACH FROM THE POST OFFICE IN RIENZI GO NORTH
 EG0827'ON FRONT STREET FOR 1/2 BLOCK TO THE INTERSECTION OF MAIN STREET.
 EG0827'TURN LEFT AND GO WEST ON MAIN STREET (STATE HIGHWAY 356) FOR 0.1 MILE
 EG0827'TO THE MARK ON THE LEFT.
 EG0827
 EG0827                          STATION RECOVERY (1983)
 EG0827
 EG0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0827'RECOVERED IN GOOD CONDITION.
 EG0827
 EG0827                          STATION RECOVERY (2004)
 EG0827
 EG0827'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0827'MARK IS NOW IN SLOPE OF DITCH, BUT STABLE THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0828 ***********************************************************************
 EG0828  DESIGNATION -  45 V 241
 EG0828  PID         -  EG0828
 EG0828  STATE/COUNTY-  MS/ALCORN
 EG0828  USGS QUAD   -  RIENZI (1982)
 EG0828
 EG0828                         *CURRENT SURVEY CONTROL
 EG0828  ___________________________________________________________________
 EG0828* NAD 83(1986)-  34 46 00.     (N)    088 31 39.     (W)     SCALED    
 EG0828* NAVD 88     -       133.681  (meters)     438.59   (feet)  ADJUSTED  
 EG0828  ___________________________________________________________________
 EG0828  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0828  DYNAMIC HT  -         133.553 (meters)     438.17  (feet)  COMP
 EG0828  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 EG0828
 EG0828  VERT ORDER  -  SECOND    CLASS 0
 EG0828
 EG0828.The horizontal coordinates were scaled from a topographic map and have
 EG0828.an estimated accuracy of +/- 6 seconds.
 EG0828
 EG0828.The orthometric height was determined by differential leveling
 EG0828.and adjusted in June 1991.
 EG0828
 EG0828.The geoid height was determined by GEOID03.
 EG0828
 EG0828.The dynamic height is computed by dividing the NAVD 88
 EG0828.geopotential number by the normal gravity value computed on the
 EG0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0828.degrees latitude (g = 980.6199 gals.).
 EG0828
 EG0828.The modeled gravity was interpolated from observed gravity values.
 EG0828
 EG0828;                    North         East    Units  Estimated Accuracy
 EG0828;SPC MS E     -   584,030.      328,000.      MT  (+/- 180 meters Scaled)
 EG0828
 EG0828                          SUPERSEDED SURVEY CONTROL
 EG0828
 EG0828  NGVD 29 (??/??/92)  133.659  (m)          438.51   (f) ADJ UNCH    2 0
 EG0828
 EG0828.Superseded values are not recommended for survey control.
 EG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0828.See file dsdata.txt to determine how the superseded data were derived.
 EG0828
 EG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD602482(NAD 83)
 EG0828_MARKER: DD = SURVEY DISK
 EG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0828_STAMPING: 45V-241 1964
 EG0828_MARK LOGO: MSHD  
 EG0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0828+STABILITY: SURFACE MOTION
 EG0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0828+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 EG0828
 EG0828  HISTORY     - Date     Condition        Report By
 EG0828  HISTORY     - 1964     MONUMENTED       MSHD
 EG0828  HISTORY     - 1965     GOOD             MSHD
 EG0828  HISTORY     - 1978     GOOD             MSHD
 EG0828  HISTORY     - 1983     GOOD             NGS
 EG0828  HISTORY     - 20040825 GOOD             USACE
 EG0828
 EG0828                          STATION DESCRIPTION
 EG0828
 EG0828'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0828'IN RIENZI.
 EG0828'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0828'IT IS LOCATED AT THE RAILROAD DEPOT IN THE TOWN OF RIENZI, 6.5 FEET
 EG0828'NORTH OF THE NORTH WALL OF THE STATION, 45 FEET WEST OF THE WEST RAIL
 EG0828'OF THE MAIN TRACK, 17 FEET EAST OF THE EAST RAIL OF A SWITCH TRACK, 3
 EG0828'FEET EAST OF A POWERLINE POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 EG0828'ABOUT LEVEL WITH THE TRACK AND PROJECTS 1 INCH.
 EG0828
 EG0828                          STATION RECOVERY (1978)
 EG0828
 EG0828'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0828'THE MARK IS LOCATED AT THE END OF MAIN STREET IN RIENZI IN BETWEEN A
 EG0828'SIDE TRACK AND THE TWO EASTERLY TRACKS OF THE I.C.G. RAILROAD TRACK
 EG0828'IN THE NORTHEAST 1/4 OF SECTION 2, T 4S, R 7E. IT IS 45 FEET WEST OF
 EG0828'THE WEST RAIL OF THE MAIN TRACK, 38.5 FEET EAST-SOUTHEAST OF A LARGE
 EG0828'LONE OAK, 37 FEET NORTH OF THE PROJECTED CENTER OF MAIN STREET, 31
 EG0828'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 17.5 FEET EAST OF THE
 EG0828'EAST RAIL OF A SIDE TRACK, 1 FOOT NORTH OF A METAL WITNESS POST SET
 EG0828'IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS
 EG0828'FLUSH WITH THE GROUND. TO REACH FROM THE POST OFFICE IN RIENZI GO
 EG0828'NORTH ON FRONT STREET FOR 1/2 BLOCK TO THE INTERSECTION OF MAIN
 EG0828'STREET. TURN RIGHT AND GO EAST ON MAIN STREET FOR 1 BLOCK TO THE
 EG0828'RAILROAD TRACK AND THE MARK AS DESCRIBED.
 EG0828
 EG0828                          STATION RECOVERY (1983)
 EG0828
 EG0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0828'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
 EG0828
 EG0828                          STATION RECOVERY (2004)
 EG0828
 EG0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0831 ***********************************************************************
 EG0831  DESIGNATION -  45 V 242
 EG0831  PID         -  EG0831
 EG0831  STATE/COUNTY-  MS/ALCORN
 EG0831  USGS QUAD   -  RIENZI (1982)
 EG0831
 EG0831                         *CURRENT SURVEY CONTROL
 EG0831  ___________________________________________________________________
 EG0831* NAD 83(1986)-  34 46 28.     (N)    088 33 32.     (W)     SCALED    
 EG0831* NAVD 88     -       134.253  (meters)     440.46   (feet)  ADJUSTED  
 EG0831  ___________________________________________________________________
 EG0831  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0831  DYNAMIC HT  -         134.125 (meters)     440.04  (feet)  COMP
 EG0831  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EG0831
 EG0831  VERT ORDER  -  FIRST     CLASS II
 EG0831
 EG0831.The horizontal coordinates were scaled from a topographic map and have
 EG0831.an estimated accuracy of +/- 6 seconds.
 EG0831
 EG0831.The orthometric height was determined by differential leveling
 EG0831.and adjusted in June 1991.
 EG0831
 EG0831.The geoid height was determined by GEOID03.
 EG0831
 EG0831.The dynamic height is computed by dividing the NAVD 88
 EG0831.geopotential number by the normal gravity value computed on the
 EG0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0831.degrees latitude (g = 980.6199 gals.).
 EG0831
 EG0831.The modeled gravity was interpolated from observed gravity values.
 EG0831
 EG0831;                    North         East    Units  Estimated Accuracy
 EG0831;SPC MS E     -   584,890.      325,120.      MT  (+/- 180 meters Scaled)
 EG0831
 EG0831                          SUPERSEDED SURVEY CONTROL
 EG0831
 EG0831  NGVD 29 (??/??/92)  134.229  (m)          440.38   (f) ADJ UNCH    1 2
 EG0831
 EG0831.Superseded values are not recommended for survey control.
 EG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0831.See file dsdata.txt to determine how the superseded data were derived.
 EG0831
 EG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573491(NAD 83)
 EG0831_MARKER: DD = SURVEY DISK
 EG0831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG0831_SP_SET: BRIDGE ABUTMENT
 EG0831_STAMPING: 45V-242 1964
 EG0831_MARK LOGO: MSHD  
 EG0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0831+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1989
 EG0831
 EG0831  HISTORY     - Date     Condition        Report By
 EG0831  HISTORY     - 1964     MONUMENTED       MSHD
 EG0831  HISTORY     - 1965     GOOD             MSHD
 EG0831  HISTORY     - 1978     GOOD             MSHD
 EG0831  HISTORY     - 1983     POOR             NGS
 EG0831  HISTORY     - 19891106 GOOD             MSHD
 EG0831  HISTORY     - 20040825 MARK NOT FOUND   USACE
 EG0831
 EG0831                          STATION DESCRIPTION
 EG0831
 EG0831'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0831'10.9 MI S FROM CORINTH.
 EG0831'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0831'CORINTH GO SOUTH ON HIGHWAY 45 FOR 6.55 MILES TO THE BIGGERSVILLE
 EG0831'SCHOOL ON THE RIGHT, CONTINUE SOUTH FOR 4.35 MILES TO A CONCRETE
 EG0831'BRIDGE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN
 EG0831'A DRILLED HOLE IN THE NORTHEAST ABUTMENT OF THE BRIDGE, 15.5 FEET EAST
 EG0831'OF THE CENTERLINE AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0831
 EG0831                          STATION RECOVERY (1978)
 EG0831
 EG0831'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0831'THE MARK IS LOCATED 1.8 MILES WEST-NORTHWEST OF RIENZI IN THE EAST
 EG0831'END OF THE NORTH ABUTMENT OF THE NORTH ONE OF TWO CONCRETE BRIDGES,
 EG0831'4.5 MILES SOUTH OF THE BIGGERSVILLE SCHOOL, 11.3 MILES
 EG0831'SOUTH-SOUTHWEST OF CORINTH IN THE SOUTHWEST 1/4 OF SECTION 34, T 3S,
 EG0831'R 7E. IT IS 15.5 FEET EAST OF THE CENTER OF HIGHWAY 45, 14.5 FEET
 EG0831'WEST OF A 36 INCH OAK SET IN A DRILL HOLE IN THE EAST END OF THE
 EG0831'NORTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE
 EG0831'HIGHWAY. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE
 EG0831'HIGHWAY 356, 1.8 MILES WEST OF RIENZI GO NORTH ON U.S. HIGHWAY 45 FOR
 EG0831'0.8 MILE TO THE MARK ON THE RIGHT.
 EG0831
 EG0831                          STATION RECOVERY (1983)
 EG0831
 EG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0831'MARK RECOVERED IN POOR CONDITION.
 EG0831
 EG0831                          STATION RECOVERY (1989)
 EG0831
 EG0831'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG0831'RECOVERED IN GOOD CONDITION.
 EG0831
 EG0831                          STATION RECOVERY (2004)
 EG0831
 EG0831'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2084 ***********************************************************************
 EG2084  DESIGNATION -  45 V 242 RESET
 EG2084  PID         -  EG2084
 EG2084  STATE/COUNTY-  MS/ALCORN
 EG2084  USGS QUAD   -  RIENZI (1982)
 EG2084
 EG2084                         *CURRENT SURVEY CONTROL
 EG2084  ___________________________________________________________________
 EG2084* NAD 83(1986)-  34 46 28.     (N)    088 33 32.     (W)     SCALED    
 EG2084* NAVD 88     -       134.43   (meters)     441.0    (feet)  RESET     
 EG2084  ___________________________________________________________________
 EG2084  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG2084  VERT ORDER  -  THIRD
 EG2084
 EG2084.The horizontal coordinates were scaled from a topographic map and have
 EG2084.an estimated accuracy of +/- 6 seconds.
 EG2084
 EG2084.The orthometric height was computed from unverified reset data.
 EG2084.No vertical observational check was made to the station.
 EG2084
 EG2084.The geoid height was determined by GEOID03.
 EG2084
 EG2084;                    North         East    Units  Estimated Accuracy
 EG2084;SPC MS E     -   584,890.      325,120.      MT  (+/- 180 meters Scaled)
 EG2084
 EG2084                          SUPERSEDED SURVEY CONTROL
 EG2084
 EG2084  NGVD 29 (08/12/04)  134.41   (m)          441.0    (f) RESET       3  
 EG2084
 EG2084.Superseded values are not recommended for survey control.
 EG2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2084.See file dsdata.txt to determine how the superseded data were derived.
 EG2084
 EG2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573491(NAD 83)
 EG2084_MARKER: DV = VERTICAL CONTROL DISK
 EG2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2084_SP_SET: CONCRETE POST
 EG2084_STAMPING: 45V 242 RESET 1989
 EG2084_MARK LOGO: NGS   
 EG2084_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2084+STABILITY: SURFACE MOTION
 EG2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2084+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EG2084
 EG2084  HISTORY     - Date     Condition        Report By
 EG2084  HISTORY     - 1989     MONUMENTED       MSHD
 EG2084
 EG2084                          STATION DESCRIPTION
 EG2084
 EG2084'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2084'10.79 MI (17.36 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG2084'U.S. HIGHWAY 72, IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE
 EG2084'RIGHT, 75.0 FT (22.9 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 EG2084'OF HIGHWAY 45, 6.0 FT (1.8 M) NORTH OF POWER POLE NO.295 AND SET IN
 EG2084'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2068 ***********************************************************************
 EG2068  DESIGNATION -  45 V 243 RESET
 EG2068  PID         -  EG2068
 EG2068  STATE/COUNTY-  MS/ALCORN
 EG2068  USGS QUAD   -  RIENZI (1982)
 EG2068
 EG2068                         *CURRENT SURVEY CONTROL
 EG2068  ___________________________________________________________________
 EG2068* NAD 83(1986)-  34 46 54.     (N)    088 33 36.     (W)     SCALED    
 EG2068* NAVD 88     -       137.47   (meters)     451.0    (feet)  RESET     
 EG2068  ___________________________________________________________________
 EG2068  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG2068  VERT ORDER  -  THIRD
 EG2068
 EG2068.The horizontal coordinates were scaled from a topographic map and have
 EG2068.an estimated accuracy of +/- 6 seconds.
 EG2068
 EG2068.The orthometric height was computed from unverified reset data.
 EG2068.No vertical observational check was made to the station.
 EG2068
 EG2068.The geoid height was determined by GEOID03.
 EG2068
 EG2068;                    North         East    Units  Estimated Accuracy
 EG2068;SPC MS E     -   585,690.      325,020.      MT  (+/- 180 meters Scaled)
 EG2068
 EG2068                          SUPERSEDED SURVEY CONTROL
 EG2068
 EG2068  NGVD 29 (08/12/04)  137.44   (m)          450.9    (f) RESET       3  
 EG2068
 EG2068.Superseded values are not recommended for survey control.
 EG2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2068.See file dsdata.txt to determine how the superseded data were derived.
 EG2068
 EG2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD572499(NAD 83)
 EG2068_MARKER: DV = VERTICAL CONTROL DISK
 EG2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2068_SP_SET: CONCRETE POST
 EG2068_STAMPING: 45 V 243 RESET 1989
 EG2068_MARK LOGO: NGS   
 EG2068_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2068+STABILITY: SURFACE MOTION
 EG2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2068+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 EG2068
 EG2068  HISTORY     - Date     Condition        Report By
 EG2068  HISTORY     - 1989     MONUMENTED       MSHD
 EG2068  HISTORY     - 20040928 GOOD             USACE
 EG2068
 EG2068                          STATION DESCRIPTION
 EG2068
 EG2068'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2068'10.50 MI (16.90 KM) SOUTH ALONG U.S HIGHWAY 45 FROM THE JUNCTION OF
 EG2068'U.S. HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE
 EG2068'RIGHT, 136.0 FT (41.5 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 EG2068'OF HIGHWAY 45, 255.0 FT (77.7 M) NORTH OF A COUNTY ROAD, 8.4 FT
 EG2068'(2.6 M) NORTH OF POWER POLE NO.285 AND SET IN TOP OF A ROUND CONCRETE
 EG2068'POST FLUSH WITH THE GROUND.
 EG2068
 EG2068                          STATION RECOVERY (2004)
 EG2068
 EG2068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0833 ***********************************************************************
 EG0833  DESIGNATION -  45 V 244
 EG0833  PID         -  EG0833
 EG0833  STATE/COUNTY-  MS/ALCORN
 EG0833  USGS QUAD   -  RIENZI (1982)
 EG0833
 EG0833                         *CURRENT SURVEY CONTROL
 EG0833  ___________________________________________________________________
 EG0833* NAD 83(1986)-  34 47 32.     (N)    088 33 32.     (W)     SCALED    
 EG0833* NAVD 88     -       136.976  (meters)     449.40   (feet)  ADJUSTED  
 EG0833  ___________________________________________________________________
 EG0833  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0833  DYNAMIC HT  -         136.845 (meters)     448.97  (feet)  COMP
 EG0833  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EG0833
 EG0833  VERT ORDER  -  FIRST     CLASS II
 EG0833
 EG0833.The horizontal coordinates were scaled from a topographic map and have
 EG0833.an estimated accuracy of +/- 6 seconds.
 EG0833
 EG0833.The orthometric height was determined by differential leveling
 EG0833.and adjusted in June 1991.
 EG0833
 EG0833.The geoid height was determined by GEOID03.
 EG0833
 EG0833.The dynamic height is computed by dividing the NAVD 88
 EG0833.geopotential number by the normal gravity value computed on the
 EG0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0833.degrees latitude (g = 980.6199 gals.).
 EG0833
 EG0833.The modeled gravity was interpolated from observed gravity values.
 EG0833
 EG0833;                    North         East    Units  Estimated Accuracy
 EG0833;SPC MS E     -   586,860.      325,120.      MT  (+/- 180 meters Scaled)
 EG0833
 EG0833                          SUPERSEDED SURVEY CONTROL
 EG0833
 EG0833  NGVD 29 (??/??/92)  136.953  (m)          449.32   (f) ADJ UNCH    1 2
 EG0833
 EG0833.Superseded values are not recommended for survey control.
 EG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0833.See file dsdata.txt to determine how the superseded data were derived.
 EG0833
 EG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573511(NAD 83)
 EG0833_MARKER: DD = SURVEY DISK
 EG0833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG0833_SP_SET: BRIDGE ABUTMENT
 EG0833_STAMPING: B.M. 45V-244 1964
 EG0833_MARK LOGO: MSHD  
 EG0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0833+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1989
 EG0833
 EG0833  HISTORY     - Date     Condition        Report By
 EG0833  HISTORY     - 1964     MONUMENTED       MSHD
 EG0833  HISTORY     - 1964     GOOD             MSHD
 EG0833  HISTORY     - 1978     GOOD             MSHD
 EG0833  HISTORY     - 1983     POOR             NGS
 EG0833  HISTORY     - 19891108 GOOD             MSHD
 EG0833  HISTORY     - 20040825 MARK NOT FOUND   USACE
 EG0833
 EG0833                          STATION DESCRIPTION
 EG0833
 EG0833'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 EG0833'9.6 MI S FROM CORINTH.
 EG0833'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 72 AND 45 IN
 EG0833'CORINTH GO SOUTH ON HIGHWAY 45 FOR 6.55 MILES TO THE BIGGERSVILLE
 EG0833'SCHOOL ON THE RIGHT, CONTINUE SOUTH FOR 3.05 MILES TO A CONCRETE
 EG0833'BRIDGE AND THE MARK.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 EG0833'HOLE IN THE NORTH EAST ABUTMENT OF THE BRIDGE, 15 FEET EAST OF THE
 EG0833'CENTERLINE OF AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0833
 EG0833                          STATION RECOVERY (1978)
 EG0833
 EG0833'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0833'THE MARK IS LOCATED 2.5 MILES NORTHWEST OF RIENZI IN A CONCRETE
 EG0833'BRIDGE ON WOOD PILES, 3.15 MILES SOUTH OF THE BIGGERSVILLE SCHOOL, 10
 EG0833'MILES SOUTH-SOUTHWEST OF CORINTH, 0.5 MILE SOUTH OF A CROSSROAD NEAR
 EG0833'THE CENTER OF THE WEST SIDE OF SECTION 27, T 3S, R 7E. IT IS 15 FEET
 EG0833'EAST OF THE CENTER OF HIGHWAY 45 SET IN A DRILL HOLE IN THE EAST END
 EG0833'OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH
 EG0833'THE HIGHWAY. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND
 EG0833'STATE HIGHWAY 356, 1.8 MILES WEST OF RIENZI, GO NORTH ON U.S. HIGHWAY
 EG0833'45 FOR 2.1 MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.
 EG0833
 EG0833                          STATION RECOVERY (1983)
 EG0833
 EG0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0833'MARK RECOVERED IN POOR CONDITION.
 EG0833
 EG0833                          STATION RECOVERY (1989)
 EG0833
 EG0833'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG0833'RECOVERED IN GOOD CONDITION.
 EG0833
 EG0833                          STATION RECOVERY (2004)
 EG0833
 EG0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2073 ***********************************************************************
 EG2073  DESIGNATION -  45 V 244 RESET
 EG2073  PID         -  EG2073
 EG2073  STATE/COUNTY-  MS/ALCORN
 EG2073  USGS QUAD   -  RIENZI (1982)
 EG2073
 EG2073                         *CURRENT SURVEY CONTROL
 EG2073  ___________________________________________________________________
 EG2073* NAD 83(1986)-  34 47 32.     (N)    088 33 32.     (W)     SCALED    
 EG2073* NAVD 88     -       136.63   (meters)     448.3    (feet)  RESET     
 EG2073  ___________________________________________________________________
 EG2073  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG2073  VERT ORDER  -  THIRD
 EG2073
 EG2073.The horizontal coordinates were scaled from a topographic map and have
 EG2073.an estimated accuracy of +/- 6 seconds.
 EG2073
 EG2073.The orthometric height was computed from unverified reset data.
 EG2073.No vertical observational check was made to the station.
 EG2073
 EG2073.The geoid height was determined by GEOID03.
 EG2073
 EG2073;                    North         East    Units  Estimated Accuracy
 EG2073;SPC MS E     -   586,860.      325,120.      MT  (+/- 180 meters Scaled)
 EG2073
 EG2073                          SUPERSEDED SURVEY CONTROL
 EG2073
 EG2073  NGVD 29 (08/12/04)  136.61   (m)          448.2    (f) RESET       3  
 EG2073
 EG2073.Superseded values are not recommended for survey control.
 EG2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2073.See file dsdata.txt to determine how the superseded data were derived.
 EG2073
 EG2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573511(NAD 83)
 EG2073_MARKER: DV = VERTICAL CONTROL DISK
 EG2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2073_SP_SET: CONCRETE POST
 EG2073_STAMPING: 45V 244 RESET 1989
 EG2073_MARK LOGO: NGS   
 EG2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2073+STABILITY: SURFACE MOTION
 EG2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2073+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 EG2073
 EG2073  HISTORY     - Date     Condition        Report By
 EG2073  HISTORY     - 1989     MONUMENTED       MSHD
 EG2073  HISTORY     - 20040928 GOOD             USACE
 EG2073
 EG2073                          STATION DESCRIPTION
 EG2073
 EG2073'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2073'9.55 MI (15.37 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG2073'U.S. HIGHWAY 72 IN WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT,
 EG2073'138.0 FT (42.1 M) SOUTH OF THE CORNER OF CHAIN LINK FENCE, 74.0 FT
 EG2073'(22.6 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45,
 EG2073'3.0 FT (0.9 M) NORTH OF POWER POLE NO.264 AND SET IN TOP OF A ROUND
 EG2073'CONCRETE POST, FLUSH WITH THE GROUND.
 EG2073
 EG2073                          STATION RECOVERY (2004)
 EG2073
 EG2073'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0835 ***********************************************************************
 EG0835  DESIGNATION -  45 V 246
 EG0835  PID         -  EG0835
 EG0835  STATE/COUNTY-  MS/ALCORN
 EG0835  USGS QUAD   -  RIENZI (1982)
 EG0835
 EG0835                         *CURRENT SURVEY CONTROL
 EG0835  ___________________________________________________________________
 EG0835* NAD 83(1986)-  34 49 04.     (N)    088 33 32.     (W)     SCALED    
 EG0835* NAVD 88     -       133.478  (meters)     437.92   (feet)  ADJUSTED  
 EG0835  ___________________________________________________________________
 EG0835  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0835  DYNAMIC HT  -         133.351 (meters)     437.50  (feet)  COMP
 EG0835  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 EG0835
 EG0835  VERT ORDER  -  FIRST     CLASS II
 EG0835
 EG0835.The horizontal coordinates were scaled from a topographic map and have
 EG0835.an estimated accuracy of +/- 6 seconds.
 EG0835
 EG0835.The orthometric height was determined by differential leveling
 EG0835.and adjusted in June 1991.
 EG0835
 EG0835.The geoid height was determined by GEOID03.
 EG0835
 EG0835.The dynamic height is computed by dividing the NAVD 88
 EG0835.geopotential number by the normal gravity value computed on the
 EG0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0835.degrees latitude (g = 980.6199 gals.).
 EG0835
 EG0835.The modeled gravity was interpolated from observed gravity values.
 EG0835
 EG0835;                    North         East    Units  Estimated Accuracy
 EG0835;SPC MS E     -   589,690.      325,110.      MT  (+/- 180 meters Scaled)
 EG0835
 EG0835                          SUPERSEDED SURVEY CONTROL
 EG0835
 EG0835  NGVD 29 (??/??/92)  133.457  (m)          437.85   (f) ADJ UNCH    1 2
 EG0835
 EG0835.Superseded values are not recommended for survey control.
 EG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0835.See file dsdata.txt to determine how the superseded data were derived.
 EG0835
 EG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574539(NAD 83)
 EG0835_MARKER: DD = SURVEY DISK
 EG0835_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG0835_SP_SET: BRIDGE ABUTMENT
 EG0835_STAMPING: B.M. 45V-246 1964
 EG0835_MARK LOGO: MSHD  
 EG0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0835+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1989
 EG0835
 EG0835  HISTORY     - Date     Condition        Report By
 EG0835  HISTORY     - 1964     MONUMENTED       MSHD
 EG0835  HISTORY     - 1965     GOOD             MSHD
 EG0835  HISTORY     - 1978     GOOD             MSHD
 EG0835  HISTORY     - 1983     GOOD             NGS
 EG0835  HISTORY     - 19891108 GOOD             MSHD
 EG0835  HISTORY     - 20040825 MARK NOT FOUND   USACE
 EG0835
 EG0835                          STATION DESCRIPTION
 EG0835
 EG0835'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0835'8.05 MI S FROM CORINTH.
 EG0835'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0835'CORINTH GO SOUTH ON HIGHWAY 45 FOR 6.55 MILES TO THE BIGGERSVILLE
 EG0835'SCHOOL ON THE RIGHT, CONTINUE SOUTH FOR 1.5 MILES TO A CONCRETE BRIDGE
 EG0835'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0835'DRILLED HOLE IN THE NORTHEAST ABUTMENT OF THE BRIDGE, 15 FEET EAST OF
 EG0835'THE CENTERLINE OF AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0835
 EG0835                          STATION RECOVERY (1978)
 EG0835
 EG0835'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0835'THE MARK IS LOCATED 3.8 MILES NORTHWEST OF RIENZI IN THE SOUTH ONE OF
 EG0835'THREE CONCRETE BRIDGES ON WOODEN PILES, 8.5 MILES SOUTH-SOUTHWEST OF
 EG0835'CORINTH, 1.55 MILES SOUTH OF THE BIGGERSVILLE SCHOOL IN THE SOUTHWEST
 EG0835'1/4 OF SECTION 15, T 3S, R 7E. IT IS 15 FEET EAST OF THE CENTER OF
 EG0835'HIGHWAY 45 SET IN A DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT
 EG0835'OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY. TO REACH
 EG0835'FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 356 1.8
 EG0835'MILES WEST OF RIENZI GO NORTH ON U.S. HIGHWAY 45 FOR 3.35 MILES TO A
 EG0835'SIDE ROAD LEFT. CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.4 MILE TO THE
 EG0835'MARK ON THE RIGHT.
 EG0835
 EG0835                          STATION RECOVERY (1983)
 EG0835
 EG0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0835'RECOVERED IN GOOD CONDITION.
 EG0835
 EG0835                          STATION RECOVERY (1989)
 EG0835
 EG0835'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG0835'RECOVERED IN GOOD CONDITION.
 EG0835
 EG0835                          STATION RECOVERY (2004)
 EG0835
 EG0835'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2074 ***********************************************************************
 EG2074  DESIGNATION -  45 V 246 RESET
 EG2074  PID         -  EG2074
 EG2074  STATE/COUNTY-  MS/ALCORN
 EG2074  USGS QUAD   -  RIENZI (1982)
 EG2074
 EG2074                         *CURRENT SURVEY CONTROL
 EG2074  ___________________________________________________________________
 EG2074* NAD 83(1986)-  34 49 04.     (N)    088 33 32.     (W)     SCALED    
 EG2074* NAVD 88     -       130.92   (meters)     429.5    (feet)  RESET     
 EG2074  ___________________________________________________________________
 EG2074  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG2074  VERT ORDER  -  THIRD
 EG2074
 EG2074.The horizontal coordinates were scaled from a topographic map and have
 EG2074.an estimated accuracy of +/- 6 seconds.
 EG2074
 EG2074.The orthometric height was computed from unverified reset data.
 EG2074.No vertical observational check was made to the station.
 EG2074
 EG2074.The geoid height was determined by GEOID03.
 EG2074
 EG2074;                    North         East    Units  Estimated Accuracy
 EG2074;SPC MS E     -   589,690.      325,110.      MT  (+/- 180 meters Scaled)
 EG2074
 EG2074                          SUPERSEDED SURVEY CONTROL
 EG2074
 EG2074  NGVD 29 (08/12/04)  130.90   (m)          429.5    (f) RESET       3  
 EG2074
 EG2074.Superseded values are not recommended for survey control.
 EG2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2074.See file dsdata.txt to determine how the superseded data were derived.
 EG2074
 EG2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574539(NAD 83)
 EG2074_MARKER: DV = VERTICAL CONTROL DISK
 EG2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2074_SP_SET: CONCRETE POST
 EG2074_STAMPING: 45V 246 RESET 1989
 EG2074_MARK LOGO: NGS   
 EG2074_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2074+STABILITY: SURFACE MOTION
 EG2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2074+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 EG2074
 EG2074  HISTORY     - Date     Condition        Report By
 EG2074  HISTORY     - 1989     MONUMENTED       MSHD
 EG2074  HISTORY     - 20040825 GOOD             USACE
 EG2074
 EG2074                          STATION DESCRIPTION
 EG2074
 EG2074'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2074'8.0 MI (12.9 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 EG2074'HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT,
 EG2074'85.0 FT (25.9 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 EG2074'HIGHWAY 45, 3.0 FT (0.9 M) SOUTH OF POWER POLE NO.228 AND SET IN TOP
 EG2074'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG2074
 EG2074                          STATION RECOVERY (2004)
 EG2074
 EG2074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0836 ***********************************************************************
 EG0836  DESIGNATION -  45 V 247
 EG0836  PID         -  EG0836
 EG0836  STATE/COUNTY-  MS/ALCORN
 EG0836  USGS QUAD   -  RIENZI (1982)
 EG0836
 EG0836                         *CURRENT SURVEY CONTROL
 EG0836  ___________________________________________________________________
 EG0836* NAD 83(1986)-  34 49 48.     (N)    088 33 35.     (W)     SCALED    
 EG0836* NAVD 88     -       135.538  (meters)     444.68   (feet)  ADJUSTED  
 EG0836  ___________________________________________________________________
 EG0836  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0836  DYNAMIC HT  -         135.409 (meters)     444.25  (feet)  COMP
 EG0836  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 EG0836
 EG0836  VERT ORDER  -  SECOND    CLASS 0
 EG0836
 EG0836.The horizontal coordinates were scaled from a topographic map and have
 EG0836.an estimated accuracy of +/- 6 seconds.
 EG0836
 EG0836.The orthometric height was determined by differential leveling
 EG0836.and adjusted in June 1991.
 EG0836
 EG0836.The geoid height was determined by GEOID03.
 EG0836
 EG0836.The dynamic height is computed by dividing the NAVD 88
 EG0836.geopotential number by the normal gravity value computed on the
 EG0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0836.degrees latitude (g = 980.6199 gals.).
 EG0836
 EG0836.The modeled gravity was interpolated from observed gravity values.
 EG0836
 EG0836;                    North         East    Units  Estimated Accuracy
 EG0836;SPC MS E     -   591,050.      325,030.      MT  (+/- 180 meters Scaled)
 EG0836
 EG0836                          SUPERSEDED SURVEY CONTROL
 EG0836
 EG0836  NGVD 29 (??/??/92)  135.517  (m)          444.61   (f) ADJ UNCH    2 0
 EG0836
 EG0836.Superseded values are not recommended for survey control.
 EG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0836.See file dsdata.txt to determine how the superseded data were derived.
 EG0836
 EG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573553(NAD 83)
 EG0836_MARKER: DD = SURVEY DISK
 EG0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0836_STAMPING: 45V-247 1964
 EG0836_MARK LOGO: MSHD  
 EG0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0836+STABILITY: SURFACE MOTION
 EG0836
 EG0836  HISTORY     - Date     Condition        Report By
 EG0836  HISTORY     - 1964     MONUMENTED       MSHD
 EG0836  HISTORY     - 1965     GOOD             MSHD
 EG0836  HISTORY     - 1978     MARK NOT FOUND   MSHD
 EG0836  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0836
 EG0836                          STATION DESCRIPTION
 EG0836
 EG0836'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0836'7.15 MI S FROM CORINTH.
 EG0836'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 72 AND 45 IN
 EG0836'CORINTH GO SOUTH ON HIGHWAY 45 FOR 6.55 MILES TO THE BIGGERSVILLE
 EG0836'SCHOOL ON THE RIGHT, CONTINUE SOUTH FOR 0.6 MILE TO A PHILLIPS 66
 EG0836'SERVICE STATION ON THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS A
 EG0836'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 35 FEET
 EG0836'EAST OF THE CENTERLINE OF THE HIGHWAY, 83 FEET NORTHWEST OF THE
 EG0836'NORTHWEST CORNER OF A PHILLIPS 66 SERVICE STATION, CONSTRUCTED OF RED
 EG0836'BRICK, 15 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 16 FEET SOUTHEAST
 EG0836'OF A 24 INCH CONCRETE PIPE CULVERT HEADWALL, 1.5 FEET SOUTHEAST OF A
 EG0836'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 EG0836'1 INCH.
 EG0836
 EG0836                          STATION RECOVERY (1978)
 EG0836
 EG0836'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0836'MARK NOT FOUND.
 EG0836
 EG0836                          STATION RECOVERY (1983)
 EG0836
 EG0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0836'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0837 ***********************************************************************
 EG0837  DESIGNATION -  45 V 248
 EG0837  PID         -  EG0837
 EG0837  STATE/COUNTY-  MS/ALCORN
 EG0837  USGS QUAD   -  RIENZI (1982)
 EG0837
 EG0837                         *CURRENT SURVEY CONTROL
 EG0837  ___________________________________________________________________
 EG0837* NAD 83(1986)-  34 50 18.     (N)    088 33 34.     (W)     SCALED    
 EG0837* NAVD 88     -       143.650  (meters)     471.29   (feet)  ADJUSTED  
 EG0837  ___________________________________________________________________
 EG0837  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0837  DYNAMIC HT  -         143.513 (meters)     470.84  (feet)  COMP
 EG0837  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 EG0837
 EG0837  VERT ORDER  -  FIRST     CLASS II
 EG0837
 EG0837.The horizontal coordinates were scaled from a topographic map and have
 EG0837.an estimated accuracy of +/- 6 seconds.
 EG0837
 EG0837.The orthometric height was determined by differential leveling
 EG0837.and adjusted in June 1991.
 EG0837.WARNING-Repeat measurements at this control monument indicate possible
 EG0837.vertical movement.
 EG0837
 EG0837.The geoid height was determined by GEOID03.
 EG0837
 EG0837.The dynamic height is computed by dividing the NAVD 88
 EG0837.geopotential number by the normal gravity value computed on the
 EG0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0837.degrees latitude (g = 980.6199 gals.).
 EG0837
 EG0837.The modeled gravity was interpolated from observed gravity values.
 EG0837
 EG0837;                    North         East    Units  Estimated Accuracy
 EG0837;SPC MS E     -   591,970.      325,050.      MT  (+/- 180 meters Scaled)
 EG0837
 EG0837                          SUPERSEDED SURVEY CONTROL
 EG0837
 EG0837.No superseded survey control is available for this station.
 EG0837
 EG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574562(NAD 83)
 EG0837_MARKER: DD = SURVEY DISK
 EG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0837_SP_SET: CONCRETE POST
 EG0837_STAMPING: B.M. 45V-248 1964
 EG0837_MARK LOGO: MSHD  
 EG0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0837+STABILITY: SURFACE MOTION
 EG0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0837+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1989
 EG0837
 EG0837  HISTORY     - Date     Condition        Report By
 EG0837  HISTORY     - 1964     MONUMENTED       MSHD
 EG0837  HISTORY     - 1965     GOOD             MSHD
 EG0837  HISTORY     - 1978     GOOD             MSHD
 EG0837  HISTORY     - 1983     GOOD             NGS
 EG0837  HISTORY     - 19891107 GOOD             MSHD
 EG0837  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0837
 EG0837                          STATION DESCRIPTION
 EG0837
 EG0837'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0837'6.55 MI S FROM CORINTH.
 EG0837'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0837'CORINTH GO SOUTH ON HIGHWAY 45 FOR 6.55 MILES TO THE BIGGERSVILLE
 EG0837'SCHOOL ON THE WEST SIDE OF THE HIGHWAY AND THE MARK AS DESCRIBED. THE
 EG0837'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 EG0837'33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTHEAST OF
 EG0837'POWER POLE NO. 127, 16 FEET EAST OF A MESH WIRE FENCE, 10 FEET
 EG0837'NORTHWEST OF A 30 INCH OAK TREE, 18 FEET NORTH OF THE PROJECTED PLANE
 EG0837'OF THE SOUTH WALL OF THE SCHOOL HOUSE, 1.5 FEET NORTHEAST OF A METAL
 EG0837'WITNESS POST, 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH
 EG0837'THE GROUND.
 EG0837
 EG0837                          STATION RECOVERY (1978)
 EG0837
 EG0837'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0837'THE MARK IS LOCATED 5.2 MILES NORTHWEST OF RIENZI ON THE WEST RIGHT
 EG0837'OF WAY OF U.S. HIGHWAY 45 NEAR THE GROUNDS OF THE BIGGERSVILLE
 EG0837'SCHOOL, 7.1 MILES SOUTH-SOUTHWEST OF CORINTH NEAR THE CENTER OF THE
 EG0837'EAST SIDE OF SECTION 9, T 3S, R 7E. IT IS 127 FEET EAST OF THE
 EG0837'SOUTHEAST CORNER OF THE SCHOOL, 92 FEET NORTH OF THE CENTER OF THE
 EG0837'DRIVEWAY TO THE SCHOOL, 53 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 EG0837'A CHAIN LINK FENCE, 33 FEET WEST OF THE CENTER OF HIGHWAY 45, 33 FEET
 EG0837'SOUTHEAST OF POWER POLE NO. 127, 17.5 FEET NORTH OF THE PROJECTED
 EG0837'PLANE OF THE SOUTH WALL OF THE SCHOOL, 16.5 FEET EAST OF A CHAIN LINK
 EG0837'FENCE, 11 FEET NORTHWEST OF A 30 INCH OAK, 1 FOOT WEST OF A METAL
 EG0837'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 EG0837'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 EG0837'FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 356, 1.8
 EG0837'MILES WEST OF RIENZI GO NORTH ON U.S. HIGHWAY 45 FOR 5.3 MILES TO THE
 EG0837'SCHOOL AND THE MARK ON THE LEFT.
 EG0837
 EG0837                          STATION RECOVERY (1983)
 EG0837
 EG0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0837'RECOVERED IN GOOD CONDITION.
 EG0837
 EG0837                          STATION RECOVERY (1989)
 EG0837
 EG0837'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG0837'RECOVERED IN GOOD CONDITION.
 EG0837
 EG0837                          STATION RECOVERY (2004)
 EG0837
 EG0837'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0837'MONUMENT FOUND IN AREA, STAMPED 45 V248 RESET 1989.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2075 ***********************************************************************
 EG2075  DESIGNATION -  45 V 248 RESET
 EG2075  PID         -  EG2075
 EG2075  STATE/COUNTY-  MS/ALCORN
 EG2075  USGS QUAD   -  RIENZI (1982)
 EG2075
 EG2075                         *CURRENT SURVEY CONTROL
 EG2075  ___________________________________________________________________
 EG2075* NAD 83(1986)-  34 50 18.     (N)    088 33 34.     (W)     SCALED    
 EG2075* NAVD 88     -       143.96   (meters)     472.3    (feet)  RESET     
 EG2075  ___________________________________________________________________
 EG2075  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG2075  VERT ORDER  -  THIRD
 EG2075
 EG2075.The horizontal coordinates were scaled from a topographic map and have
 EG2075.an estimated accuracy of +/- 6 seconds.
 EG2075
 EG2075.The orthometric height was computed from unverified reset data.
 EG2075.No vertical observational check was made to the station.
 EG2075
 EG2075.The geoid height was determined by GEOID03.
 EG2075
 EG2075;                    North         East    Units  Estimated Accuracy
 EG2075;SPC MS E     -   591,970.      325,050.      MT  (+/- 180 meters Scaled)
 EG2075
 EG2075                          SUPERSEDED SURVEY CONTROL
 EG2075
 EG2075.No superseded survey control is available for this station.
 EG2075
 EG2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574562(NAD 83)
 EG2075_MARKER: DV = VERTICAL CONTROL DISK
 EG2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2075_SP_SET: CONCRETE POST
 EG2075_STAMPING: 45V 248 RESET 1989
 EG2075_MARK LOGO: NGS   
 EG2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2075+STABILITY: SURFACE MOTION
 EG2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2075+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 EG2075
 EG2075  HISTORY     - Date     Condition        Report By
 EG2075  HISTORY     - 1989     MONUMENTED       MSHD
 EG2075  HISTORY     - 20040928 GOOD             USACE
 EG2075
 EG2075                          STATION DESCRIPTION
 EG2075
 EG2075'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2075'6.55 MI (10.54 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG2075'U.S. HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE BIGGERSVILLE HIGH
 EG2075'SCHOOL AND MARK ON THE RIGHT, 60.5 FT (18.4 M) WEST OF THE CENTER OF
 EG2075'THE SOUTH BOUND LANES OF HIGHWAY 45, 41.0 FT (12.5 M) SOUTH OF THE
 EG2075'CENTER OF SCHOOL ENTRANCE, 21.8 FT (6.6 M) NORTHWEST OF A CONCRETE
 EG2075'LION SCHOOL MONUMENT, 13.0 FT (4.0 M) SOUTHWEST OF A FIRE HYDRANT,
 EG2075'5.2 FT (1.6 M) SOUTH OF A LAMP POLE AND SET IN TOP OF A ROUND
 EG2075'CONCRETE POST, FLUSH WITH THE GROUND.
 EG2075
 EG2075                          STATION RECOVERY (2004)
 EG2075
 EG2075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2069 ***********************************************************************
 EG2069  DESIGNATION -  45 V 249 RESET
 EG2069  PID         -  EG2069
 EG2069  STATE/COUNTY-  MS/ALCORN
 EG2069  USGS QUAD   -  RIENZI (1982)
 EG2069
 EG2069                         *CURRENT SURVEY CONTROL
 EG2069  ___________________________________________________________________
 EG2069* NAD 83(1986)-  34 51 03.     (N)    088 33 34.     (W)     SCALED    
 EG2069* NAVD 88     -       126.89   (meters)     416.3    (feet)  RESET     
 EG2069  ___________________________________________________________________
 EG2069  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG2069  VERT ORDER  -  THIRD
 EG2069
 EG2069.The horizontal coordinates were scaled from a topographic map and have
 EG2069.an estimated accuracy of +/- 6 seconds.
 EG2069
 EG2069.The orthometric height was computed from unverified reset data.
 EG2069.No vertical observational check was made to the station.
 EG2069
 EG2069.The geoid height was determined by GEOID03.
 EG2069
 EG2069;                    North         East    Units  Estimated Accuracy
 EG2069;SPC MS E     -   593,360.      325,050.      MT  (+/- 180 meters Scaled)
 EG2069
 EG2069                          SUPERSEDED SURVEY CONTROL
 EG2069
 EG2069  NGVD 29 (08/12/04)  126.86   (m)          416.2    (f) RESET       3  
 EG2069
 EG2069.Superseded values are not recommended for survey control.
 EG2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2069.See file dsdata.txt to determine how the superseded data were derived.
 EG2069
 EG2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574576(NAD 83)
 EG2069_MARKER: DV = VERTICAL CONTROL DISK
 EG2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2069_SP_SET: CONCRETE POST
 EG2069_STAMPING: 45 V 249 RESET 1989
 EG2069_MARK LOGO: NGS   
 EG2069_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2069+STABILITY: SURFACE MOTION
 EG2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2069+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EG2069
 EG2069  HISTORY     - Date     Condition        Report By
 EG2069  HISTORY     - 1989     MONUMENTED       MSHD
 EG2069
 EG2069                          STATION DESCRIPTION
 EG2069
 EG2069'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2069'5.9 MI (9.5 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 EG2069'HIGHWAY 72, IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT,
 EG2069'99.6 FT (30.4 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 EG2069'HIGHWAY 45, 2.7 FT (0.8 M) SOUTH OF POWER POLE NO.165 AND SET IN TOP
 EG2069'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0435 ***********************************************************************
 BV0435  DESIGNATION -  45 V 25
 BV0435  PID         -  BV0435
 BV0435  STATE/COUNTY-  MS/CLARKE
 BV0435  USGS QUAD   -  DE SOTO (1982)
 BV0435
 BV0435                         *CURRENT SURVEY CONTROL
 BV0435  ___________________________________________________________________
 BV0435* NAD 83(1986)-  31 56 07.     (N)    088 42 58.     (W)     SCALED    
 BV0435* NAVD 88     -        63.822  (meters)     209.39   (feet)  ADJUSTED  
 BV0435  ___________________________________________________________________
 BV0435  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BV0435  DYNAMIC HT  -          63.746 (meters)     209.14  (feet)  COMP
 BV0435  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BV0435
 BV0435  VERT ORDER  -  FIRST     CLASS II
 BV0435
 BV0435.The horizontal coordinates were scaled from a topographic map and have
 BV0435.an estimated accuracy of +/- 6 seconds.
 BV0435
 BV0435.The orthometric height was determined by differential leveling
 BV0435.and adjusted in June 1991.
 BV0435
 BV0435.The geoid height was determined by GEOID03.
 BV0435
 BV0435.The dynamic height is computed by dividing the NAVD 88
 BV0435.geopotential number by the normal gravity value computed on the
 BV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0435.degrees latitude (g = 980.6199 gals.).
 BV0435
 BV0435.The modeled gravity was interpolated from observed gravity values.
 BV0435
 BV0435;                    North         East    Units  Estimated Accuracy
 BV0435;SPC MS E     -   269,980.      311,080.      MT  (+/- 180 meters Scaled)
 BV0435
 BV0435                          SUPERSEDED SURVEY CONTROL
 BV0435
 BV0435  NGVD 29 (??/??/??)   63.800  (m)          209.32   (f) ADJUSTED    1 2
 BV0435
 BV0435.Superseded values are not recommended for survey control.
 BV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0435.See file dsdata.txt to determine how the superseded data were derived.
 BV0435
 BV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA377345(NAD 83)
 BV0435_MARKER: DD = SURVEY DISK
 BV0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0435_SP_SET: CONCRETE POST
 BV0435_STAMPING: BM 45V-25 1961
 BV0435_MARK LOGO: MSHD  
 BV0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0435+STABILITY: SURFACE MOTION
 BV0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0435+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1991
 BV0435
 BV0435  HISTORY     - Date     Condition        Report By
 BV0435  HISTORY     - 1961     MONUMENTED       MSHD
 BV0435  HISTORY     - 1964     GOOD             NGS
 BV0435  HISTORY     - 1980     GOOD             NGS
 BV0435  HISTORY     - 19910410 GOOD             MSHD
 BV0435
 BV0435                          STATION DESCRIPTION
 BV0435
 BV0435'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0435'5.25 MI N FROM SHUBUTA.
 BV0435'THE MARK IS ABOUT 5 1/4 MILES NORTH OF SHUBUTA, ON THE EAST SIDE OF
 BV0435'U.S. HIGHWAY 45, ON PROPERTY OWNED AND OCCUPIED BY MR. J. W. MCHENRY.
 BV0435'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S.
 BV0435'HIGHWAY 45, AND MAIN STREET IN SHUBUTA GO NORTH ON U.S. 45 FOR 5.3
 BV0435'MILES TO MR. MCHENRYS STORE AND THE MARK ON THE RIGHT.  THE MARK IS A
 BV0435'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-25 1961 AND IS SET
 BV0435'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND
 BV0435'SURFACE.  IT IS 134 FEET EAST OF THE CENTER OF THE HIGHWAY, 36.8 FEET
 BV0435'EAST OF THE SOUTHEAST CORNER OF THE STORE, 8.3 FEET SOUTH OF THE
 BV0435'SOUTHWEST CORNER OF A STORAGE BUILDING, 6.4 FEET NORTH OF A FENCE
 BV0435'CORNER AND 2 FEET EAST OF A POWERLINE POLE.  NO WITNESS POST WAS SET.
 BV0435
 BV0435                          STATION RECOVERY (1964)
 BV0435
 BV0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0435'RECOVERED IN GOOD CONDITION.
 BV0435
 BV0435                          STATION RECOVERY (1980)
 BV0435
 BV0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0435'RECOVERED IN GOOD CONDITION.
 BV0435
 BV0435                          STATION RECOVERY (1991)
 BV0435
 BV0435'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0435'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTH OF DESOTO, IN THE
 BV0435'SOUTHEAST ANGLE OF A CROSSROAD, 5.2 MI (8.4 KM) NORTH OF SHUBUTA, 7.3
 BV0435'MI (11.7 KM) SOUTH OF QUITMAN AND IS IN SECTION 13, T 1N, R 15E.
 BV0435'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND SUCUTTA STREET
 BV0435'IN SHUBUTA, GO NORTH ON U.S. HIGHWAY 45 FOR 5.5 MI (8.9 KM) TO THE
 BV0435'MARK ON THE RIGHT JUST BEFORE REACHING A CROSSROAD.
 BV0435'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0435'LEVEL WITH THE HIGHWAY, FLUSH WITH THE GROUND, 162.0 FT (49.4 M)
 BV0435'SOUTH OF THE CENTER OF A NARROW PAVED ROAD, 129.0 FT (39.3 M) EAST OF
 BV0435'THE CENTER OF HIGHWAY 45, 112.0 FT (34.1 M) NORTHEAST OF A POWER
 BV0435'POLE, 54.0 FT (16.5 M) SOUTH OF A 48 INCH OAK, 46.0 FT (14.0 M)
 BV0435'WEST-SOUTHWEST OF A 10 INCH PECAN, 6.2 FT (1.9 M) NORTH OF THE WEST
 BV0435'END OF A FENCE AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0839 ***********************************************************************
 EG0839  DESIGNATION -  45 V 250
 EG0839  PID         -  EG0839
 EG0839  STATE/COUNTY-  MS/ALCORN
 EG0839  USGS QUAD   -  RIENZI (1982)
 EG0839
 EG0839                         *CURRENT SURVEY CONTROL
 EG0839  ___________________________________________________________________
 EG0839* NAD 83(1986)-  34 51 46.     (N)    088 33 35.     (W)     SCALED    
 EG0839* NAVD 88     -       132.175  (meters)     433.64   (feet)  ADJUSTED  
 EG0839  ___________________________________________________________________
 EG0839  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0839  DYNAMIC HT  -         132.049 (meters)     433.23  (feet)  COMP
 EG0839  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EG0839
 EG0839  VERT ORDER  -  FIRST     CLASS II
 EG0839
 EG0839.The horizontal coordinates were scaled from a topographic map and have
 EG0839.an estimated accuracy of +/- 6 seconds.
 EG0839
 EG0839.The orthometric height was determined by differential leveling
 EG0839.and adjusted in June 1991.
 EG0839
 EG0839.The geoid height was determined by GEOID03.
 EG0839
 EG0839.The dynamic height is computed by dividing the NAVD 88
 EG0839.geopotential number by the normal gravity value computed on the
 EG0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0839.degrees latitude (g = 980.6199 gals.).
 EG0839
 EG0839.The modeled gravity was interpolated from observed gravity values.
 EG0839
 EG0839;                    North         East    Units  Estimated Accuracy
 EG0839;SPC MS E     -   594,690.      325,020.      MT  (+/- 180 meters Scaled)
 EG0839
 EG0839                          SUPERSEDED SURVEY CONTROL
 EG0839
 EG0839  NGVD 29 (??/??/92)  132.155  (m)          433.58   (f) ADJ UNCH    1 2
 EG0839
 EG0839.Superseded values are not recommended for survey control.
 EG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0839.See file dsdata.txt to determine how the superseded data were derived.
 EG0839
 EG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574589(NAD 83)
 EG0839_MARKER: DD = SURVEY DISK
 EG0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0839_STAMPING: 45V-250 1964
 EG0839_MARK LOGO: MSHD  
 EG0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0839+STABILITY: SURFACE MOTION
 EG0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0839+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0839
 EG0839  HISTORY     - Date     Condition        Report By
 EG0839  HISTORY     - 1964     MONUMENTED       MSHD
 EG0839  HISTORY     - 1965     GOOD             MSHD
 EG0839  HISTORY     - 1978     GOOD             MSHD
 EG0839  HISTORY     - 1983     GOOD             NGS
 EG0839  HISTORY     - 20040826 GOOD             USACE
 EG0839
 EG0839                          STATION DESCRIPTION
 EG0839
 EG0839'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0839'4.9 MI S FROM CORINTH.
 EG0839'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0839'CORINTH GO SOUTH ON HIGHWAY 45 FOR 4.9 MILES TO A MEMORIAL PARK ON THE
 EG0839'RIGHT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF
 EG0839'A 12-INCH ROUND-CONCRETE POST.  IT IS 52 FEET WEST OF THE CENTERLINE
 EG0839'OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER OF A DRIVEWAY (THE SOUTH
 EG0839'ONE OF TWO DRIVEWAYS LEADING INTO THE PARK), 28 FEET SOUTHWEST OF THE
 EG0839'CENTER OF THE HEADWALL OF A 15 INCH CONCRETE PIPE CULVERT, 5 FEET EAST
 EG0839'OF A 3 FEET BY 3 FEET BRICK COLUMN, 1 FOOT ABOVE THE LEVEL OF THE
 EG0839'HIGHWAY AND FLUSH WITH THE GROUND.
 EG0839
 EG0839                          STATION RECOVERY (1978)
 EG0839
 EG0839'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0839'THE MARK IS LOCATED 5.5 MILES SOUTHWEST OF CORINTH ON THE WEST RIGHT
 EG0839'OF WAY OF U.S. HIGHWAY 45 NEAR THE SOUTH ENTRANCE TO FORREST MEMORIAL
 EG0839'PARK, 6.8 MILES NORTHWEST OF RIENZI, 1.7 MILES NORTH OF BIGGERSVILLE
 EG0839'NEAR THE CENTER OF THE EAST SIDE OF SECTION 33, T 2S, R 7E. IT IS
 EG0839'109.5 FEET SOUTHEAST OF A FLAG POLE, 52 FEET WEST OF THE CENTER OF
 EG0839'HIGHWAY 45, 43.5 FEET NORTH OF A UTILITY POLE WITH A LAMP, 38 FEET
 EG0839'SOUTH OF THE CENTER OF THE SOUTH DRIVEWAY TO THE CEMETERY, 23 FEET
 EG0839'NORTH OF A 9 INCH CEDAR, 5 FEET EAST OF THE NORTHEAST CORNER OF A 3
 EG0839'FOOT SQUARE BRICK COLUMN, 2 FEET NORTH OF A METAL WITNESS POST SET IN
 EG0839'THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EG0839'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF
 EG0839'U.S. HIGHWAY 45 AND U.S. HIGHWAY 72 AT THE TRUCK SCALES IN CORINTH GO
 EG0839'SOUTHWEST ON U.S. HIGHWAY 45 FOR 2.4 MILES TO THE U.S. HIGHWAY 45
 EG0839'BYPASS. TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 45 FOR 2.7 MILES TO
 EG0839'THE CEMETERY AND THE MARK ON THE RIGHT.
 EG0839
 EG0839                          STATION RECOVERY (1983)
 EG0839
 EG0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0839'RECOVERED IN GOOD CONDITION.
 EG0839
 EG0839                          STATION RECOVERY (2004)
 EG0839
 EG0839'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2071 ***********************************************************************
 EG2071  DESIGNATION -  45 V 251 RESET
 EG2071  PID         -  EG2071
 EG2071  STATE/COUNTY-  MS/ALCORN
 EG2071  USGS QUAD   -  RIENZI (1982)
 EG2071
 EG2071                         *CURRENT SURVEY CONTROL
 EG2071  ___________________________________________________________________
 EG2071* NAD 83(1986)-  34 52 29.     (N)    088 33 19.     (W)     SCALED    
 EG2071* NAVD 88     -       125.67   (meters)     412.3    (feet)  RESET     
 EG2071  ___________________________________________________________________
 EG2071  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG2071  VERT ORDER  -  THIRD
 EG2071
 EG2071.The horizontal coordinates were scaled from a topographic map and have
 EG2071.an estimated accuracy of +/- 6 seconds.
 EG2071
 EG2071.The orthometric height was computed from unverified reset data.
 EG2071.No vertical observational check was made to the station.
 EG2071
 EG2071.The geoid height was determined by GEOID03.
 EG2071
 EG2071;                    North         East    Units  Estimated Accuracy
 EG2071;SPC MS E     -   596,010.      325,420.      MT  (+/- 180 meters Scaled)
 EG2071
 EG2071                          SUPERSEDED SURVEY CONTROL
 EG2071
 EG2071  NGVD 29 (08/12/04)  125.65   (m)          412.2    (f) RESET       3  
 EG2071
 EG2071.Superseded values are not recommended for survey control.
 EG2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2071.See file dsdata.txt to determine how the superseded data were derived.
 EG2071
 EG2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD578602(NAD 83)
 EG2071_MARKER: DV = VERTICAL CONTROL DISK
 EG2071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG2071_SP_SET: BRIDGE ABUTMENT
 EG2071_STAMPING: 45V 251 RESET 1989
 EG2071_MARK LOGO: NGS   
 EG2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2071+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EG2071
 EG2071  HISTORY     - Date     Condition        Report By
 EG2071  HISTORY     - 1990     MONUMENTED       MSHD
 EG2071
 EG2071                          STATION DESCRIPTION
 EG2071
 EG2071'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 EG2071'4.1 MI (6.6 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 EG2071'HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO NORTH END OF CONCRETE
 EG2071'BRIDGE AND MARK ON THE RIGHT, IN NORTHWEST CORNER OF THE SOUTHBOUND
 EG2071'CONCRETE BRIGE OF U.S. HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2070 ***********************************************************************
 EG2070  DESIGNATION -  45 V 252 RESET
 EG2070  PID         -  EG2070
 EG2070  STATE/COUNTY-  MS/ALCORN
 EG2070  USGS QUAD   -  CORINTH (1982)
 EG2070
 EG2070                         *CURRENT SURVEY CONTROL
 EG2070  ___________________________________________________________________
 EG2070* NAD 83(1986)-  34 53 04.     (N)    088 33 04.     (W)     SCALED    
 EG2070* NAVD 88     -       127.61   (meters)     418.7    (feet)  RESET     
 EG2070  ___________________________________________________________________
 EG2070  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG2070  VERT ORDER  -  THIRD
 EG2070
 EG2070.The horizontal coordinates were scaled from a topographic map and have
 EG2070.an estimated accuracy of +/- 6 seconds.
 EG2070
 EG2070.The orthometric height was computed from unverified reset data.
 EG2070.No vertical observational check was made to the station.
 EG2070
 EG2070.The geoid height was determined by GEOID03.
 EG2070
 EG2070;                    North         East    Units  Estimated Accuracy
 EG2070;SPC MS E     -   597,090.      325,800.      MT  (+/- 180 meters Scaled)
 EG2070
 EG2070                          SUPERSEDED SURVEY CONTROL
 EG2070
 EG2070  NGVD 29 (08/12/04)  127.59   (m)          418.6    (f) RESET       3  
 EG2070
 EG2070.Superseded values are not recommended for survey control.
 EG2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2070.See file dsdata.txt to determine how the superseded data were derived.
 EG2070
 EG2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD582613(NAD 83)
 EG2070_MARKER: DV = VERTICAL CONTROL DISK
 EG2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2070_SP_SET: CONCRETE POST
 EG2070_STAMPING: 45 V 252 RESET 1989
 EG2070_MARK LOGO: NGS   
 EG2070_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2070+STABILITY: SURFACE MOTION
 EG2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2070+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EG2070
 EG2070  HISTORY     - Date     Condition        Report By
 EG2070  HISTORY     - 1989     MONUMENTED       MSHD
 EG2070
 EG2070                          STATION DESCRIPTION
 EG2070
 EG2070'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2070'3.2 MI (5.1 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 EG2070'HIGHWAY 72, IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT,
 EG2070'81.3 FT (24.8 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 EG2070'HIGHWAY 45, 5.0 FT (1.5 M) NORTH OF A POWER POLE AND SET IN TOP OF A
 EG2070'ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2076 ***********************************************************************
 EG2076  DESIGNATION -  45 V 253 RESET
 EG2076  PID         -  EG2076
 EG2076  STATE/COUNTY-  MS/ALCORN
 EG2076  USGS QUAD   -  CORINTH (1982)
 EG2076
 EG2076                         *CURRENT SURVEY CONTROL
 EG2076  ___________________________________________________________________
 EG2076* NAD 83(1986)-  34 53 37.     (N)    088 32 50.     (W)     SCALED    
 EG2076* NAVD 88     -       122.46   (meters)     401.8    (feet)  RESET     
 EG2076  ___________________________________________________________________
 EG2076  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG2076  VERT ORDER  -  THIRD
 EG2076
 EG2076.The horizontal coordinates were scaled from a topographic map and have
 EG2076.an estimated accuracy of +/- 6 seconds.
 EG2076
 EG2076.The orthometric height was computed from unverified reset data.
 EG2076.No vertical observational check was made to the station.
 EG2076
 EG2076.The geoid height was determined by GEOID03.
 EG2076
 EG2076;                    North         East    Units  Estimated Accuracy
 EG2076;SPC MS E     -   598,110.      326,150.      MT  (+/- 180 meters Scaled)
 EG2076
 EG2076                          SUPERSEDED SURVEY CONTROL
 EG2076
 EG2076  NGVD 29 (08/12/04)  122.46   (m)          401.8    (f) RESET       3  
 EG2076
 EG2076.Superseded values are not recommended for survey control.
 EG2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2076.See file dsdata.txt to determine how the superseded data were derived.
 EG2076
 EG2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD586623(NAD 83)
 EG2076_MARKER: DV = VERTICAL CONTROL DISK
 EG2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2076_SP_SET: CONCRETE POST
 EG2076_STAMPING: 45V-253 RESET 1989
 EG2076_MARK LOGO: NGS   
 EG2076_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2076+STABILITY: SURFACE MOTION
 EG2076
 EG2076  HISTORY     - Date     Condition        Report By
 EG2076  HISTORY     - 1989     MONUMENTED       MSHD
 EG2076
 EG2076                          STATION DESCRIPTION
 EG2076
 EG2076'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2076'2.55 MI (4.10 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG2076'U.S. HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE LEFT,
 EG2076'74.2 FT (22.6 M) EAST OF THE CENTERLINE OF OLD HIGHWAY 45, 29.0 FT
 EG2076'(8.8 M) SOUTHEAST OF POWER POLE NO.84, 3.8 FT (1.2 M) NORTHWEST OF A
 EG2076'CONCRETE RIGHT-OF-WAY MARKER AND SET IN TOP OF A ROUND CONCRETE POST,
 EG2076'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0843 ***********************************************************************
 EG0843  DESIGNATION -  45 V 254
 EG0843  PID         -  EG0843
 EG0843  STATE/COUNTY-  MS/ALCORN
 EG0843  USGS QUAD   -  CORINTH (1982)
 EG0843
 EG0843                         *CURRENT SURVEY CONTROL
 EG0843  ___________________________________________________________________
 EG0843* NAD 83(1986)-  34 54 02.     (N)    088 32 37.     (W)     SCALED    
 EG0843* NAVD 88     -       127.952  (meters)     419.79   (feet)  ADJUSTED  
 EG0843  ___________________________________________________________________
 EG0843  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0843  DYNAMIC HT  -         127.830 (meters)     419.39  (feet)  COMP
 EG0843  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG0843
 EG0843  VERT ORDER  -  FIRST     CLASS II
 EG0843
 EG0843.The horizontal coordinates were scaled from a topographic map and have
 EG0843.an estimated accuracy of +/- 6 seconds.
 EG0843
 EG0843.The orthometric height was determined by differential leveling
 EG0843.and adjusted in June 1991.
 EG0843
 EG0843.The geoid height was determined by GEOID03.
 EG0843
 EG0843.The dynamic height is computed by dividing the NAVD 88
 EG0843.geopotential number by the normal gravity value computed on the
 EG0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0843.degrees latitude (g = 980.6199 gals.).
 EG0843
 EG0843.The modeled gravity was interpolated from observed gravity values.
 EG0843
 EG0843;                    North         East    Units  Estimated Accuracy
 EG0843;SPC MS E     -   598,880.      326,480.      MT  (+/- 180 meters Scaled)
 EG0843
 EG0843                          SUPERSEDED SURVEY CONTROL
 EG0843
 EG0843  NGVD 29 (??/??/92)  127.947  (m)          419.77   (f) ADJ UNCH    1 2
 EG0843
 EG0843.Superseded values are not recommended for survey control.
 EG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0843.See file dsdata.txt to determine how the superseded data were derived.
 EG0843
 EG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD589631(NAD 83)
 EG0843_MARKER: DD = SURVEY DISK
 EG0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0843_STAMPING: 45V-254 1964
 EG0843_MARK LOGO: MSHD  
 EG0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0843+STABILITY: SURFACE MOTION
 EG0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0843+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 EG0843
 EG0843  HISTORY     - Date     Condition        Report By
 EG0843  HISTORY     - 1964     MONUMENTED       MSHD
 EG0843  HISTORY     - 1965     GOOD             MSHD
 EG0843  HISTORY     - 1978     GOOD             MSHD
 EG0843  HISTORY     - 1983     GOOD             NGS
 EG0843  HISTORY     - 20040827 GOOD             USACE
 EG0843
 EG0843                          STATION DESCRIPTION
 EG0843
 EG0843'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0843'2.05 MI S FROM CORINTH.
 EG0843'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0843'CORINTH GO SOUTH ON HIGHWAY 45 FOR 2.05 MILES TO A BLACKTOP ROAD ON
 EG0843'THE RIGHT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG0843'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 45 FEET EAST OF THE
 EG0843'CENTERLINE OF THE HIGHWAY, 53 FEET NORTHEAST OF THE CENTER OF THE
 EG0843'HIGHWAY AND THE BLACKTOP ROAD LEADING WEST, 20 FEET NORTH OF THE
 EG0843'CENTER OF A DRIVEWAY, 2 FEET SOUTH OF TELEPHONE NO. 60, 1.5 FEET NORTH
 EG0843'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 EG0843'FLUSH WITH THE GROUND.
 EG0843
 EG0843                          STATION RECOVERY (1978)
 EG0843
 EG0843'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0843'THE MARK IS LOCATED 2.7 MILES SOUTHWEST OF CORINTH ON THE EAST RIGHT
 EG0843'OF WAY OF U.S. HIGHWAY 45 OPPOSITE A SIDE ROAD LEADING WEST, 0.3 MILE
 EG0843'NORTH OF THE U.S. HIGHWAY 45 BYPASS IN THE SOUTHEAST 1/4 OF SECTION
 EG0843'15, T 2S, R 7E. IT IS 124.5 FEET WEST OF A LARGE LONE OAK, 90 FEET
 EG0843'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 79 FEET NORTHWEST
 EG0843'OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 45 FEET
 EG0843'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 45, 27 FEET NORTH-NORTHEAST
 EG0843'OF THE CENTER OF A DOUBLE GRAVELED DRIVEWAY 4 FEET SOUTH OF A UTILITY
 EG0843'POLE, 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST SET IN THE TOP
 EG0843'OF A ROUND CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY
 EG0843'AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF U.S.
 EG0843'HIGHWAY 72 AND U.S. HIGHWAY 45 AT THE TRUCK SCALES IN CORINTH GO
 EG0843'SOUTHWEST ON U.S. HIGHWAY 45 FOR 1.6 MILES TO THE INTERSECTION OF
 EG0843'GOLDEN ROAD. CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.55 MILE TO THE
 EG0843'MARK ON THE LEFT.
 EG0843
 EG0843                          STATION RECOVERY (1983)
 EG0843
 EG0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0843'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2 FOOT SOUTH OF TELEPHONE
 EG0843'POLE NUMBER 60, ADD 1.22 METERS (4.0 FT) SOUTH OF POWERLINE POLE
 EG0843'NUMBER 68 WITH AN UNDERGROUND CABLE BOX ATTACHED.
 EG0843
 EG0843                          STATION RECOVERY (2004)
 EG0843
 EG0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0844 ***********************************************************************
 EG0844  DESIGNATION -  45 V 255
 EG0844  PID         -  EG0844
 EG0844  STATE/COUNTY-  MS/ALCORN
 EG0844  USGS QUAD   -  CORINTH (1982)
 EG0844
 EG0844                         *CURRENT SURVEY CONTROL
 EG0844  ___________________________________________________________________
 EG0844* NAD 83(1986)-  34 54 28.     (N)    088 32 36.     (W)     SCALED    
 EG0844* NAVD 88     -       136.063  (meters)     446.40   (feet)  ADJUSTED  
 EG0844  ___________________________________________________________________
 EG0844  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0844  DYNAMIC HT  -         135.933 (meters)     445.97  (feet)  COMP
 EG0844  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG0844
 EG0844  VERT ORDER  -  FIRST     CLASS II
 EG0844
 EG0844.The horizontal coordinates were scaled from a topographic map and have
 EG0844.an estimated accuracy of +/- 6 seconds.
 EG0844
 EG0844.The orthometric height was determined by differential leveling
 EG0844.and adjusted in June 1991.
 EG0844
 EG0844.The geoid height was determined by GEOID03.
 EG0844
 EG0844.The dynamic height is computed by dividing the NAVD 88
 EG0844.geopotential number by the normal gravity value computed on the
 EG0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0844.degrees latitude (g = 980.6199 gals.).
 EG0844
 EG0844.The modeled gravity was interpolated from observed gravity values.
 EG0844
 EG0844;                    North         East    Units  Estimated Accuracy
 EG0844;SPC MS E     -   599,680.      326,500.      MT  (+/- 180 meters Scaled)
 EG0844
 EG0844                          SUPERSEDED SURVEY CONTROL
 EG0844
 EG0844  NGVD 29 (??/??/92)  136.058  (m)          446.38   (f) ADJ UNCH    1 2
 EG0844
 EG0844.Superseded values are not recommended for survey control.
 EG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0844.See file dsdata.txt to determine how the superseded data were derived.
 EG0844
 EG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD590639(NAD 83)
 EG0844_MARKER: DD = SURVEY DISK
 EG0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0844_STAMPING: 45V-255 1964
 EG0844_MARK LOGO: MSHD  
 EG0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0844+STABILITY: SURFACE MOTION
 EG0844
 EG0844  HISTORY     - Date     Condition        Report By
 EG0844  HISTORY     - 1964     MONUMENTED       MSHD
 EG0844  HISTORY     - 1965     GOOD             MSHD
 EG0844  HISTORY     - 1978     GOOD             MSHD
 EG0844  HISTORY     - 1982     GOOD             NGS
 EG0844
 EG0844                          STATION DESCRIPTION
 EG0844
 EG0844'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0844'1.6 MI S FROM CORINTH.
 EG0844'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 72 AND 45 IN
 EG0844'CORINTH GO SOUTH ON U. S. HIGHWAY 45 FOR 1.6 MILES TO THE MARK ON THE
 EG0844'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0844'POST.  IT IS 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 EG0844'NORTH OF A POWER POLE WITH TRANSFORMER, APPROXIMATELY 200 FEET SOUTH
 EG0844'OF A CROSSROAD, LEADING EAST TO THE CORINTH INDUSTRIAL PARK, 2 FEET
 EG0844'SOUTHWEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND
 EG0844'PROJECTS 1 INCH.
 EG0844
 EG0844                          STATION RECOVERY (1978)
 EG0844
 EG0844'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0844'THE MARK IS LOCATED 2.3 MILES SOUTHWEST OF CORINTH IN THE SOUTHWEST
 EG0844'ANGLE OF THE CROSSING OF GOLDEN DRIVE AND U.S. HIGHWAY 45 ABOUT 0.1
 EG0844'MILE EAST OF THE U.S. HIGHWAY 45 BYPASS NEAR THE CENTER OF THE EAST
 EG0844'SIDE OF SECTION 15, T 2S, R 7E. IT IS 197 FEET SOUTH OF THE CENTER OF
 EG0844'GOLDEN DRIVE, 116 FEET NORTHWEST OF POWER POLE NO. 54, 102.5 FEET
 EG0844'WEST OF POWER POLE NO. 53, 49 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EG0844'45, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0844'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES. TO
 EG0844'REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND U.S. HIGHWAY 72 AT THE
 EG0844'TRUCK SCALES IN CORINTH GO SOUTHWEST ON U.S. HIGHWAY 45 FOR 1.6 MILES
 EG0844'TO THE MARK ON THE RIGHT JUST BEYOND A CROSSROAD.
 EG0844
 EG0844                          STATION RECOVERY (1982)
 EG0844
 EG0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0844'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.30 METERS (1.0 FT) NORTH OF
 EG0844'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2800 ***********************************************************************
 AI2800  DESIGNATION -  45 V 255 RESET
 AI2800  PID         -  AI2800
 AI2800  STATE/COUNTY-  MS/ALCORN
 AI2800  USGS QUAD   -  CORINTH (1982)
 AI2800
 AI2800                         *CURRENT SURVEY CONTROL
 AI2800  ___________________________________________________________________
 AI2800* NAD 83(1986)-  34 54 28.     (N)    088 32 36.     (W)     SCALED    
 AI2800* NAVD 88     -       135.28   (meters)     443.8    (feet)  RESET     
 AI2800  ___________________________________________________________________
 AI2800  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AI2800  VERT ORDER  -  THIRD
 AI2800
 AI2800.The horizontal coordinates were scaled from a topographic map and have
 AI2800.an estimated accuracy of +/- 6 seconds.
 AI2800
 AI2800.The orthometric height was computed from unverified reset data.
 AI2800.No vertical observational check was made to the station.
 AI2800
 AI2800.The geoid height was determined by GEOID03.
 AI2800
 AI2800;                    North         East    Units  Estimated Accuracy
 AI2800;SPC MS E     -   599,680.      326,500.      MT  (+/- 180 meters Scaled)
 AI2800
 AI2800                          SUPERSEDED SURVEY CONTROL
 AI2800
 AI2800.No superseded survey control is available for this station.
 AI2800
 AI2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD590639(NAD 83)
 AI2800_MARKER: DV = VERTICAL CONTROL DISK
 AI2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2800_STAMPING: 45 V 255 RESET 1997
 AI2800_MARK LOGO: NGS   
 AI2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2800+STABILITY: SURFACE MOTION
 AI2800
 AI2800  HISTORY     - Date     Condition        Report By
 AI2800  HISTORY     - 1997     MONUMENTED       MSDOT
 AI2800
 AI2800                          STATION DESCRIPTION
 AI2800
 AI2800'DESCRIBED BY MS DEPT TRANS 1997 (JRB)
 AI2800'BENCHMARK IS LOCATED 2.3 MILES (3.7 KM) SOUTHWEST OF CORINTH, MS, IN
 AI2800'THE SOUTHWEST ANGLE OF THE CROSSING OF HARPER ROAD AND US HWY 45,
 AI2800'ABOUT 0.1 MILES (0.2 KM) EAST OF HWY 45 BYPASS.  TO REACH FROM
 AI2800'INTERSECTION OF HWYS 45 AND 72 IN CORINTH, DRIVE SOUTH ON HWY 45 ABOUT
 AI2800'1.5 MILES (2.4 KM) TO MARK ON THE RIGHT, JUST BEYOND CROSSROAD.  IT IS
 AI2800'192 FT (58.5 M) SOUTH OF CENTER OF HARPER ROAD, 169 FT (51.5 M)
 AI2800'NORTHWEST OF POWER POLE NO.  54, 164 FT (50.0 M) WEST OF POWER POLE
 AI2800'NO.  53, 113 FT (34.4 M) WEST OF CENTER OF HWY 45, AND 1 FT (0.3 M)
 AI2800'EAST OF METAL WITNESS POST.  DISK IS SET IN THE TOP OF A ROUND
 AI2800'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY, PROJECTS 2 INCHES ABOVE
 AI2800'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0845 ***********************************************************************
 EG0845  DESIGNATION -  45 V 256
 EG0845  PID         -  EG0845
 EG0845  STATE/COUNTY-  MS/ALCORN
 EG0845  USGS QUAD   -  CORINTH (1982)
 EG0845
 EG0845                         *CURRENT SURVEY CONTROL
 EG0845  ___________________________________________________________________
 EG0845* NAD 83(1986)-  34 55 10.     (N)    088 32 12.     (W)     SCALED    
 EG0845* NAVD 88     -       138.875  (meters)     455.63   (feet)  ADJUSTED  
 EG0845  ___________________________________________________________________
 EG0845  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0845  DYNAMIC HT  -         138.742 (meters)     455.19  (feet)  COMP
 EG0845  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG0845
 EG0845  VERT ORDER  -  FIRST     CLASS II
 EG0845
 EG0845.The horizontal coordinates were scaled from a topographic map and have
 EG0845.an estimated accuracy of +/- 6 seconds.
 EG0845
 EG0845.The orthometric height was determined by differential leveling
 EG0845.and adjusted in June 1991.
 EG0845
 EG0845.The geoid height was determined by GEOID03.
 EG0845
 EG0845.The dynamic height is computed by dividing the NAVD 88
 EG0845.geopotential number by the normal gravity value computed on the
 EG0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0845.degrees latitude (g = 980.6199 gals.).
 EG0845
 EG0845.The modeled gravity was interpolated from observed gravity values.
 EG0845
 EG0845;                    North         East    Units  Estimated Accuracy
 EG0845;SPC MS E     -   600,980.      327,110.      MT  (+/- 180 meters Scaled)
 EG0845
 EG0845                          SUPERSEDED SURVEY CONTROL
 EG0845
 EG0845  NGVD 29 (??/??/92)  138.882  (m)          455.65   (f) ADJ UNCH    1 2
 EG0845
 EG0845.Superseded values are not recommended for survey control.
 EG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0845.See file dsdata.txt to determine how the superseded data were derived.
 EG0845
 EG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD596651(NAD 83)
 EG0845_MARKER: DD = SURVEY DISK
 EG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0845_STAMPING: 45V-256 1964
 EG0845_MARK LOGO: MSHD  
 EG0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0845+STABILITY: SURFACE MOTION
 EG0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0845+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0845
 EG0845  HISTORY     - Date     Condition        Report By
 EG0845  HISTORY     - 1964     MONUMENTED       MSHD
 EG0845  HISTORY     - 1965     GOOD             MSHD
 EG0845  HISTORY     - 1978     GOOD             MSHD
 EG0845  HISTORY     - 1983     GOOD             NGS
 EG0845  HISTORY     - 20040826 GOOD             USACE
 EG0845
 EG0845                          STATION DESCRIPTION
 EG0845
 EG0845'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0845'0.7 MI S FROM CORINTH.
 EG0845'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 72 AT
 EG0845'CORINTH GO SOUTH ON U.S. HIGHWAY 45 FOR 0.7 MILE TO THE MARK ON THE
 EG0845'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0845'POST.  IT IS 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 EG0845'SOUTHWEST OF POWERLINE POLE NO. C 22, 3 FEET WEST OF A WHITE BOARD
 EG0845'FENCE, 1.0 FOOT SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF A
 EG0845'BRICK HOUSE ON THE WEST SIDE OF THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF
 EG0845'THE HIGHWAY AND PROJECTS 1 INCH.
 EG0845
 EG0845                          STATION RECOVERY (1978)
 EG0845
 EG0845'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0845'THE MARK IS LOCATED 1.45 MILES SOUTHWEST OF CORINTH ON THE EAST RIGHT
 EG0845'OF WAY OF U.S. HIGHWAY 45, 1.65 MILES NORTH-NORTHEAST OF THE JUNCTION
 EG0845'OF U.S. HIGHWAY 45 AND THE U.S. HIGHWAY 45 BYPASS IN THE SOUTHWEST
 EG0845'1/4 OF SECTION 11, T 2S, R 7E. IT IS 243 FEET NORTH OF THE CENTER OF
 EG0845'A GRAVELED DRIVEWAY, 46.5 FEET EAST OF THE CENTER OF HIGHWAY 45, 38.5
 EG0845'FEET NORTH OF A WATER METER, 3.5 FEET SOUTHWEST OF POWER POLE NO. C
 EG0845'22, 2.5 FEET WEST OF A WHITE BOARD FENCE, 2 FEET NORTH OF A METAL
 EG0845'WITNESS POST, 1 FOOT SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL
 EG0845'OF A BRICK HOUSE ON THE WEST SIDE OF THE HIGHWAY SET IN THE TOP OF A
 EG0845'ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 EG0845'IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EG0845'45 AND U.S. HIGHWAY 72 AT THE TRUCK SCALES IN CORINTH GO SOUTHWEST ON
 EG0845'U.S. HIGHWAY 45 FOR 0.75 MILE TO THE MARK ON THE LEFT.
 EG0845
 EG0845                          STATION RECOVERY (1983)
 EG0845
 EG0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0845'RECOVERED IN GOOD CONDITION.
 EG0845
 EG0845                          STATION RECOVERY (2004)
 EG0845
 EG0845'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0846 ***********************************************************************
 EG0846  DESIGNATION -  45 V 257
 EG0846  PID         -  EG0846
 EG0846  STATE/COUNTY-  MS/ALCORN
 EG0846  USGS QUAD   -  CORINTH (1982)
 EG0846
 EG0846                         *CURRENT SURVEY CONTROL
 EG0846  ___________________________________________________________________
 EG0846* NAD 83(1986)-  34 55 40.     (N)    088 31 44.     (W)     SCALED    
 EG0846* NAVD 88     -       140.572  (meters)     461.19   (feet)  ADJUSTED  
 EG0846  ___________________________________________________________________
 EG0846  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0846  DYNAMIC HT  -         140.438 (meters)     460.75  (feet)  COMP
 EG0846  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG0846
 EG0846  VERT ORDER  -  FIRST     CLASS II
 EG0846
 EG0846.The horizontal coordinates were scaled from a topographic map and have
 EG0846.an estimated accuracy of +/- 6 seconds.
 EG0846
 EG0846.The orthometric height was determined by differential leveling
 EG0846.and adjusted in June 1991.
 EG0846
 EG0846.The geoid height was determined by GEOID03.
 EG0846
 EG0846.The dynamic height is computed by dividing the NAVD 88
 EG0846.geopotential number by the normal gravity value computed on the
 EG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0846.degrees latitude (g = 980.6199 gals.).
 EG0846
 EG0846.The modeled gravity was interpolated from observed gravity values.
 EG0846
 EG0846;                    North         East    Units  Estimated Accuracy
 EG0846;SPC MS E     -   601,900.      327,820.      MT  (+/- 180 meters Scaled)
 EG0846
 EG0846                          SUPERSEDED SURVEY CONTROL
 EG0846
 EG0846  NGVD 29 (??/??/92)  140.574  (m)          461.20   (f) ADJ UNCH    1 2
 EG0846
 EG0846.Superseded values are not recommended for survey control.
 EG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0846.See file dsdata.txt to determine how the superseded data were derived.
 EG0846
 EG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD603661(NAD 83)
 EG0846_MARKER: DD = SURVEY DISK
 EG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0846_STAMPING: 45V-257 1964
 EG0846_MARK LOGO: MSHD  
 EG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0846+STABILITY: SURFACE MOTION
 EG0846
 EG0846  HISTORY     - Date     Condition        Report By
 EG0846  HISTORY     - 1964     MONUMENTED       MSHD
 EG0846  HISTORY     - 1965     GOOD             MSHD
 EG0846  HISTORY     - 1978     GOOD             MSHD
 EG0846  HISTORY     - 1983     POOR             NGS
 EG0846  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0846
 EG0846                          STATION DESCRIPTION
 EG0846
 EG0846'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0846'IN CORINTH.
 EG0846'THE MARK IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S.
 EG0846'HIGHWAYS 45 AND 78 AT THE SOUTH EDGE OF CORINTH.  THE MARK IS A DISK
 EG0846'SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 44 FEET EAST
 EG0846'OF THE CENTERLINE OF U. S. 45, 94 FEET SOUTHWEST OF THE CENTERLINE OF
 EG0846'U.S. 72, 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSISSIPPI
 EG0846'STATE SCALES OFFICE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 EG0846'WITH HIGHWAY 45 AND PROJECTS 1 INCH.
 EG0846
 EG0846                          STATION RECOVERY (1978)
 EG0846
 EG0846'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0846'THE MARK IS LOCATED 0.7 MILE SOUTHWEST OF CORINTH IN THE SOUTH ANGLE
 EG0846'OF THE JUNCTION OF U.S. HIGHWAY 45 AND U.S. HIGHWAY 72 AT THE
 EG0846'MISSISSIPPI TRUCK SCALES, 1 MILE EAST OF THE U.S. HIGHWAY 45 BYPASS
 EG0846'IN THE NORTHEAST 1/4 OF SECTION 11, T 2S, R 7E. IT IS 94 FEET
 EG0846'SOUTHWEST OF THE CENTER OF HIGHWAY 72, 74 FEET NORTH OF THE NORTHWEST
 EG0846'CORNER OF THE SCALES OFFICE, 44 FEET SOUTHEAST OF THE CENTER OF
 EG0846'HIGHWAY 45, 29 FEET SOUTH OF THE WEST POINT OF A TRIANGLE FORMED BY
 EG0846'CURBS, 16.5 FEET WEST OF A FLAG POLE, 3.5 FEET WEST OF A LAMP POLE, 1
 EG0846'FOOT SOUTH OF A CURB, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE
 EG0846'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EG0846'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE POST OFFICE
 EG0846'IN CORINTH GO SOUTHWEST ON FILLMORE STREET FOR 0.2 MILE TO A FORK.
 EG0846'TAKE THE RIGHT FORK AND GO SOUTHWEST ON TATE STREET FOR 0.65 MILE TO
 EG0846'THE INTERSECTION OF U.S. HIGHWAY 72 AND THE MARK AS DESCRIBED.
 EG0846
 EG0846                          STATION RECOVERY (1983)
 EG0846
 EG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0846'MARK RECOVERED IN POOR CONDITION.
 EG0846
 EG0846                          STATION RECOVERY (2004)
 EG0846
 EG0846'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0851 ***********************************************************************
 EG0851  DESIGNATION -  45 V 258
 EG0851  PID         -  EG0851
 EG0851  STATE/COUNTY-  MS/ALCORN
 EG0851  USGS QUAD   -  CORINTH (1982)
 EG0851
 EG0851                         *CURRENT SURVEY CONTROL
 EG0851  ___________________________________________________________________
 EG0851* NAD 83(1986)-  34 54 52.     (N)    088 32 32.     (W)     SCALED    
 EG0851* NAVD 88     -       140.549  (meters)     461.12   (feet)  ADJUSTED  
 EG0851  ___________________________________________________________________
 EG0851  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0851  DYNAMIC HT  -         140.415 (meters)     460.68  (feet)  COMP
 EG0851  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG0851
 EG0851  VERT ORDER  -  FIRST     CLASS II
 EG0851
 EG0851.The horizontal coordinates were scaled from a topographic map and have
 EG0851.an estimated accuracy of +/- 6 seconds.
 EG0851
 EG0851.The orthometric height was determined by differential leveling
 EG0851.and adjusted in June 1991.
 EG0851
 EG0851.The geoid height was determined by GEOID03.
 EG0851
 EG0851.The dynamic height is computed by dividing the NAVD 88
 EG0851.geopotential number by the normal gravity value computed on the
 EG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0851.degrees latitude (g = 980.6199 gals.).
 EG0851
 EG0851.The modeled gravity was interpolated from observed gravity values.
 EG0851
 EG0851;                    North         East    Units  Estimated Accuracy
 EG0851;SPC MS E     -   600,420.      326,600.      MT  (+/- 180 meters Scaled)
 EG0851
 EG0851                          SUPERSEDED SURVEY CONTROL
 EG0851
 EG0851  NGVD 29 (??/??/92)  140.543  (m)          461.10   (f) ADJ UNCH    1 2
 EG0851
 EG0851.Superseded values are not recommended for survey control.
 EG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0851.See file dsdata.txt to determine how the superseded data were derived.
 EG0851
 EG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD591646(NAD 83)
 EG0851_MARKER: DD = SURVEY DISK
 EG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0851_STAMPING: 45V-258 1964
 EG0851_MARK LOGO: MSHD  
 EG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0851+STABILITY: SURFACE MOTION
 EG0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0851+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 EG0851
 EG0851  HISTORY     - Date     Condition        Report By
 EG0851  HISTORY     - 1964     MONUMENTED       MSHD
 EG0851  HISTORY     - 1965     GOOD             MSHD
 EG0851  HISTORY     - 1978     GOOD             MSHD
 EG0851  HISTORY     - 1983     GOOD             NGS
 EG0851  HISTORY     - 20040825 GOOD             USACE
 EG0851  HISTORY     - 20080324 GOOD             TVA
 EG0851
 EG0851                          STATION DESCRIPTION
 EG0851
 EG0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0851'1.25 MI SW FROM CORINTH.
 EG0851'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 72 IN
 EG0851'CORINTH GO SOUTH ON U. S. HIGHWAY 45 FOR 1.1 MILES TO A NARROW GRAVEL
 EG0851'ROAD ON THE RIGHT, TURN RIGHT, WEST AND GO 0.15 MILE TO THE MARK ON
 EG0851'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0851'CONCRETE POST.  IT IS 157 FEET NORTH OF THE CENTER OF THE ROAD RUNNING
 EG0851'EAST AND WEST, 72 FEET SOUTHWEST OF A POLE SUPPORTING LIGHTS, 30 FEET
 EG0851'SOUTH OF A FENCE, (LOCATED AT SURVEY STATION 130 + 75 ON THE EAST SIDE
 EG0851'OF THE HIGHWAY BY-PASS R.O.W.), 2 FEET NORTHEAST OF A METAL WITNESS
 EG0851'POST AND PROJECTS 2 INCHES.
 EG0851
 EG0851                          STATION RECOVERY (1978)
 EG0851
 EG0851'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0851'THE MARK IS LOCATED 1.8 MILES SOUTHWEST OF CORINTH ON THE EAST RIGHT
 EG0851'OF WAY OF THE U.S. HIGHWAY 45 BYPASS, 0.45 MILE NORTH OF GOLDING
 EG0851'DRIVE IN THE NORTHEAST 1/4 OF SECTION 15, T 2S, R 7E. IT IS 214 FEET
 EG0851'SOUTH OF A LONE 24 INCH OAK, 199 FEET SOUTH OF THE END OF THE STREET,
 EG0851'115 FEET NORTH OF THE PROJECTED CENTER OF THE EAST LEG OF THE STREET,
 EG0851'90 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF THE U.S.
 EG0851'HIGHWAY 45 BYPASS, 57.5 FEET NORTHWEST OF AN ANGLING CHAIN LINK FENCE
 EG0851'CORNER, 24 FEET WEST OF THE CENTER OF THE NORTH LEG OF THE STREET, 2
 EG0851'FEET SOUTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT WEST OF A METAL
 EG0851'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 7
 EG0851'FEET ABOVE THE LEVEL OF THE BYPASS ABOUT 1 FOOT ABOVE THE LEVEL OF
 EG0851'THE STREET AND PROJECTS 2 INCHES. TO REACH FROM THE JUNCTION OF U.S.
 EG0851'HIGHWAY 72 AND U.S. HIGHWAY 45 AT THE TRUCK SCALES IN CORINTH GO
 EG0851'SOUTHWEST ON U.S. HIGHWAY 45 FOR 1.2 MILES TO A SIDE STREET RIGHT.
 EG0851'TURN RIGHT AND GO WEST ON A PAVED STREET FOR 0.15 MILE TO THE MARK ON
 EG0851'THE LEFT JUST BEYOND A SHARP CURVE RIGHT.
 EG0851
 EG0851                          STATION RECOVERY (1983)
 EG0851
 EG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0851'RECOVERED THIS DATE, DUE TO CONSTRUCTION OF U.S. HIGHWAY 45, THE ROAD
 EG0851'RUNNING EAST AND WEST DOES NOT PASS TO THE SOUTH OF THE MARK, BUT
 EG0851'CURVES AND PASSES EAST OF THE MARK.  NOTE, ADD 10.67 METERS (35.0 FT)
 EG0851'WEST OF THE CENTER OF A PAVED ROAD, AND 60.96 METERS (200.0 FT) EAST
 EG0851'OF THE CENTERLINE OF U.S. HIGHWAY 45 NORTHBOUND. DELETE 157 FEET NORTH
 EG0851'OF THE CENTER OF THE ROAD RUNNING EAST AND WEST.
 EG0851
 EG0851                          STATION RECOVERY (2004)
 EG0851
 EG0851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0851'RECOVERED IN GOOD CONDITION.
 EG0851
 EG0851                          STATION RECOVERY (2008)
 EG0851
 EG0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (CDM)
 EG0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0852 ***********************************************************************
 EG0852  DESIGNATION -  45 V 259
 EG0852  PID         -  EG0852
 EG0852  STATE/COUNTY-  MS/ALCORN
 EG0852  USGS QUAD   -  CORINTH (1982)
 EG0852
 EG0852                         *CURRENT SURVEY CONTROL
 EG0852  ___________________________________________________________________
 EG0852* NAD 83(1986)-  34 55 25.     (N)    088 32 35.     (W)     SCALED    
 EG0852* NAVD 88     -       134.795  (meters)     442.24   (feet)  ADJUSTED  
 EG0852  ___________________________________________________________________
 EG0852  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0852  DYNAMIC HT  -         134.667 (meters)     441.82  (feet)  COMP
 EG0852  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG0852
 EG0852  VERT ORDER  -  SECOND    CLASS 0
 EG0852
 EG0852.The horizontal coordinates were scaled from a topographic map and have
 EG0852.an estimated accuracy of +/- 6 seconds.
 EG0852
 EG0852.The orthometric height was determined by differential leveling
 EG0852.and adjusted in June 1991.
 EG0852
 EG0852.The geoid height was determined by GEOID03.
 EG0852
 EG0852.The dynamic height is computed by dividing the NAVD 88
 EG0852.geopotential number by the normal gravity value computed on the
 EG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0852.degrees latitude (g = 980.6199 gals.).
 EG0852
 EG0852.The modeled gravity was interpolated from observed gravity values.
 EG0852
 EG0852;                    North         East    Units  Estimated Accuracy
 EG0852;SPC MS E     -   601,440.      326,520.      MT  (+/- 180 meters Scaled)
 EG0852
 EG0852                          SUPERSEDED SURVEY CONTROL
 EG0852
 EG0852  NGVD 29 (??/??/92)  134.795  (m)          442.24   (f) ADJ UNCH    2 0
 EG0852
 EG0852.Superseded values are not recommended for survey control.
 EG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0852.See file dsdata.txt to determine how the superseded data were derived.
 EG0852
 EG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD590656(NAD 83)
 EG0852_MARKER: DR = REFERENCE MARK DISK
 EG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0852_SP_SET: CONCRETE POST
 EG0852_STAMPING: BM 45V 259 1964
 EG0852_MARK LOGO: MSHD  
 EG0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0852+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1987
 EG0852
 EG0852  HISTORY     - Date     Condition        Report By
 EG0852  HISTORY     - 1964     MONUMENTED       MSHD
 EG0852  HISTORY     - 1965     GOOD             MSHD
 EG0852  HISTORY     - 1978     GOOD             MSHD
 EG0852  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0852  HISTORY     - 19870421 GOOD             MSHD
 EG0852  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0852
 EG0852                          STATION DESCRIPTION
 EG0852
 EG0852'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0852'0.85 MI SW FROM CORINTH.
 EG0852'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 72 IN
 EG0852'CORINTH GO SOUTH ON U. S. HIGHWAY 45 FOR 0.1 MILE TO A PAVED STREET ON
 EG0852'THE RIGHT, OLD HIGHWAY 45, TURN RIGHT, SOUTHWEST, AND GO 0.3 MILE TO A
 EG0852'FORK, TAKE LEFT FORK AND GO 0.4 MILE TO A GRAVEL ROAD ON THE RIGHT,
 EG0852'TURN RIGHT, WEST AND GO 0.05 MILE TO THE MARK ON THE RIGHT. THE MARK
 EG0852'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS 119
 EG0852'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 133 FEET WEST OF A WIRE
 EG0852'FENCE, 2 FEET NORTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF
 EG0852'THE ROAD AND FLUSH WITH THE GROUND.
 EG0852
 EG0852                          STATION RECOVERY (1978)
 EG0852
 EG0852'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0852'THE MARK IS LOCATED 1.5 MILES SOUTHWEST OF CORINTH ON THE NORTHEAST
 EG0852'RIGHT OF WAY OF U.S. HIGHWAY 45 BYPASS AND ON THE SOUTHWEST RIGHT OF
 EG0852'WAY OF BELL SCHOOL ROAD NEAR THE CENTER OF THE EAST SIDE OF SECTION
 EG0852'10, T 2S, R 7E. IT IS 231 FEET NORTHEAST OF THE CENTER OF THE NORTH
 EG0852'BOUND LANE OF THE U.S. HIGHWAY 45 BYPASS, 105 FEET NORTHWEST OF A
 EG0852'TELEPHONE CABLE POLE WITH A GUY WIRE, 126 FEET EAST OF THE SOUTHEAST
 EG0852'CORNER OF THE HEADWALL OF A BOX CULVERT, 99 FEET SOUTHEAST OF THE
 EG0852'CENTER OF A PAVED ROAD, 2 FEET SOUTH OF A BROKEN RIGHT OF WAY MARKER,
 EG0852'1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 EG0852'ROUND CONCRETE POST ABOUT 9 FEET BELOW THE LEVEL OF THE ROAD AND IS 1
 EG0852'INCH BELOW THE GROUND. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45
 EG0852'AND U.S. HIGHWAY 72 AT THE TRUCK SCALES IN CORINTH GO SOUTHWEST ON
 EG0852'U.S. HIGHWAY 72 FOR 0.1 MILE TO A CROSSROAD. TURN RIGHT AND GO WEST
 EG0852'ON A PAVED ROAD FOR 0.3 MILE TO A FORK. TAKE THE LEFT FORK AND GO
 EG0852'SOUTH ON A PAVED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT JUST
 EG0852'BEFORE REACHING AN OVERPASS.
 EG0852
 EG0852                          STATION RECOVERY (1983)
 EG0852
 EG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0852'NOT RECOVERED DUE TO CONSTRUCTION OF U.S. HIGHWAY 45 BYPASS.
 EG0852
 EG0852                          STATION RECOVERY (1987)
 EG0852
 EG0852'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG0852'RECOVERED IN GOOD CONDITION.
 EG0852
 EG0852                          STATION RECOVERY (2004)
 EG0852
 EG0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0436 ***********************************************************************
 BV0436  DESIGNATION -  45 V 26
 BV0436  PID         -  BV0436
 BV0436  STATE/COUNTY-  MS/CLARKE
 BV0436  USGS QUAD   -  DE SOTO (1982)
 BV0436
 BV0436                         *CURRENT SURVEY CONTROL
 BV0436  ___________________________________________________________________
 BV0436* NAD 83(1986)-  31 57 01.     (N)    088 43 25.     (W)     SCALED    
 BV0436* NAVD 88     -        74.298  (meters)     243.76   (feet)  ADJUSTED  
 BV0436  ___________________________________________________________________
 BV0436  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BV0436  DYNAMIC HT  -          74.210 (meters)     243.47  (feet)  COMP
 BV0436  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 BV0436
 BV0436  VERT ORDER  -  FIRST     CLASS II
 BV0436
 BV0436.The horizontal coordinates were scaled from a topographic map and have
 BV0436.an estimated accuracy of +/- 6 seconds.
 BV0436
 BV0436.The orthometric height was determined by differential leveling
 BV0436.and adjusted in June 1991.
 BV0436
 BV0436.The geoid height was determined by GEOID03.
 BV0436
 BV0436.The dynamic height is computed by dividing the NAVD 88
 BV0436.geopotential number by the normal gravity value computed on the
 BV0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0436.degrees latitude (g = 980.6199 gals.).
 BV0436
 BV0436.The modeled gravity was interpolated from observed gravity values.
 BV0436
 BV0436;                    North         East    Units  Estimated Accuracy
 BV0436;SPC MS E     -   271,640.      310,370.      MT  (+/- 180 meters Scaled)
 BV0436
 BV0436                          SUPERSEDED SURVEY CONTROL
 BV0436
 BV0436  NGVD 29 (??/??/??)   74.276  (m)          243.69   (f) ADJUSTED    1 2
 BV0436
 BV0436.Superseded values are not recommended for survey control.
 BV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0436.See file dsdata.txt to determine how the superseded data were derived.
 BV0436
 BV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA370362(NAD 83)
 BV0436_MARKER: DD = SURVEY DISK
 BV0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0436_SP_SET: CONCRETE POST
 BV0436_STAMPING: BM 45V-26 1961
 BV0436_MARK LOGO: MSHD  
 BV0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0436+STABILITY: SURFACE MOTION
 BV0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0436+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1991
 BV0436
 BV0436  HISTORY     - Date     Condition        Report By
 BV0436  HISTORY     - 1961     MONUMENTED       MSHD
 BV0436  HISTORY     - 1964     GOOD             NGS
 BV0436  HISTORY     - 1980     GOOD             NGS
 BV0436  HISTORY     - 19910410 GOOD             MSHD
 BV0436
 BV0436                          STATION DESCRIPTION
 BV0436
 BV0436'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0436'6.1 MI S FROM QUITMAN.
 BV0436'THE MARK IS LOCATED ABOUT 6.1 MILES SOUTH OF QUITMAN, 6.3 MILES NORTH
 BV0436'OF SHUBUTA, ALONG AND ON THE EAST SIDE OF U.S. HIGHWAY 45 AND ON
 BV0436'PROPERTY OWNED BY MRS. T. M. STALLINGS.  TO REACH THE MARK FROM THE
 BV0436'POST OFFICE IN QUITMAN GO SOUTH ON U.S. 45 FOR 4.6 MILES TO A
 BV0436'CROSSROAD AT THE WEST EDGE OF THE SMALL VILLAGE OF DESOTO, CONTINUE
 BV0436'SOUTH ON U.S. 45 FOR 1.55 MILES TO A GRAVEL SIDE ROAD RIGHT, CONTINUE
 BV0436'SOUTH 0.1 MILE TO A WHITE FRAME HOUSE, MRS. STALLINGS HOME AND THE
 BV0436'MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC ANG GS BRONZE DISK
 BV0436'STAMPED BM 45V-26 1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE,
 BV0436'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET EAST OF
 BV0436'THE CENTER OF THE HIGHWAY, 4.8 FEET EAST-SOUTHEAST OF THE SOUTHWEST
 BV0436'CORNER OF THE HOUSE, 1.4 EAST OF A WIRE FENCE AND 1 FOOT SOUTH OF THE
 BV0436'SOUTH WALL OF THE HOUSE.
 BV0436
 BV0436                          STATION RECOVERY (1964)
 BV0436
 BV0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0436'RECOVERED IN GOOD CONDITION.
 BV0436
 BV0436                          STATION RECOVERY (1980)
 BV0436
 BV0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0436'NOTE-ALL MEASUREMENTS ARE GOOD BUT NOW THE HOUSE IS ABANDONED.
 BV0436
 BV0436                          STATION RECOVERY (1991)
 BV0436
 BV0436'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0436'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF QUITMAN, ON THE
 BV0436'EAST SIDE OF U.S. HIGHWAY 45, 6.3 MI (10.1 KM) NORTH OF SHUBUTA, 1.6
 BV0436'MI (2.6 KM) SOUTH OF DESOTO AND IS IN SECTION 1, T 1N, R 15E.
 BV0436'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTA STREET
 BV0436'IN SHUBUTA, GO NORTH ON U.S. HIGHWAY 45 FOR 5.5 MI (8.9 KM) TO A
 BV0436'CROSSROAD, CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 1.15 MI (1.85 KM) TO
 BV0436'THE MARK ON THE RIGHT. THE MARK ALSO CAN BE REACHED FROM THE
 BV0436'COURTHOUSE IN QUITMAN, BY GOING SOUTH ON U.S. HIGHWAY 45 FOR 2.4 MI
 BV0436'(3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18, CONTINUE SOUTH ON U.S.
 BV0436'HIGHWAY 45 FOR 2.3 MI (3.7 KM) TO THE MAIN CROSSROAD IN DESOTO,
 BV0436'CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 1.7 MI (2.7 KM) TO THE MARK ON
 BV0436'THE LEFT (0.1 MI BEYOND A SIDE ROAD RIGHT).
 BV0436'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0436'3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0436'77.5 FT (23.6 M) EAST OF THE CENTER OF HIGHWAY 45, 55.7 FT (17.0 M)
 BV0436'NORTHEAST OF A POWER POLE WITH GUY WIRES, 10.0 FT (3.0 M)
 BV0436'EAST-NORTHEAST OF A 12 INCH CHERRY AND 1.0 FT (0.3 M) NORTH OF A METAL
 BV0436'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0854 ***********************************************************************
 EG0854  DESIGNATION -  45 V 261
 EG0854  PID         -  EG0854
 EG0854  STATE/COUNTY-  MS/ALCORN
 EG0854  USGS QUAD   -  CORINTH (1982)
 EG0854
 EG0854                         *CURRENT SURVEY CONTROL
 EG0854  ___________________________________________________________________
 EG0854* NAD 83(1986)-  34 55 50.     (N)    088 32 40.     (W)     SCALED    
 EG0854* NAVD 88     -       146.792  (meters)     481.60   (feet)  ADJUSTED  
 EG0854  ___________________________________________________________________
 EG0854  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0854  DYNAMIC HT  -         146.652 (meters)     481.14  (feet)  COMP
 EG0854  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG0854
 EG0854  VERT ORDER  -  SECOND    CLASS 0
 EG0854
 EG0854.The horizontal coordinates were scaled from a topographic map and have
 EG0854.an estimated accuracy of +/- 6 seconds.
 EG0854
 EG0854.The orthometric height was determined by differential leveling
 EG0854.and adjusted in June 1991.
 EG0854
 EG0854.The geoid height was determined by GEOID03.
 EG0854
 EG0854.The dynamic height is computed by dividing the NAVD 88
 EG0854.geopotential number by the normal gravity value computed on the
 EG0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0854.degrees latitude (g = 980.6199 gals.).
 EG0854
 EG0854.The modeled gravity was interpolated from observed gravity values.
 EG0854
 EG0854;                    North         East    Units  Estimated Accuracy
 EG0854;SPC MS E     -   602,210.      326,390.      MT  (+/- 180 meters Scaled)
 EG0854
 EG0854                          SUPERSEDED SURVEY CONTROL
 EG0854
 EG0854  NGVD 29 (??/??/92)  146.778  (m)          481.55   (f) ADJ UNCH    2 0
 EG0854
 EG0854.Superseded values are not recommended for survey control.
 EG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0854.See file dsdata.txt to determine how the superseded data were derived.
 EG0854
 EG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD589664(NAD 83)
 EG0854_MARKER: DD = SURVEY DISK
 EG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0854_SP_SET: CONCRETE POST
 EG0854_STAMPING: BM 45V 261 1964
 EG0854_MARK LOGO: MSHD  
 EG0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0854+STABILITY: SURFACE MOTION
 EG0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0854+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1987
 EG0854
 EG0854  HISTORY     - Date     Condition        Report By
 EG0854  HISTORY     - 1964     MONUMENTED       MSHD
 EG0854  HISTORY     - 1965     GOOD             MSHD
 EG0854  HISTORY     - 1978     GOOD             MSHD
 EG0854  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0854  HISTORY     - 19870527 GOOD             MSHD
 EG0854  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0854
 EG0854                          STATION DESCRIPTION
 EG0854
 EG0854'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0854'0.9 MI W FROM CORINTH.
 EG0854'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 72 IN
 EG0854'CORINTH, GO WEST ON U. S. HIGHWAY 72 FOR 0.9 MILE TO A LARGE RED BRICK
 EG0854'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET
 EG0854'IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 51 FEET NORTH OF
 EG0854'THE CENTERLINE OF U. S. HIGHWAY 72, 62 FEET WEST OF A POWERLINE POLE,
 EG0854'118 FEET NORTHWEST OF THE CENTER OF A CONCRETE WALK LEADING TO A LARGE
 EG0854'BRICK HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 1.5 FEET EAST OF A METAL
 EG0854'WITNESS POST, ABOUT LEVEL WITH U. S. HIGHWAY 72 AND FLUSH WITH THE
 EG0854'GROUND.
 EG0854
 EG0854                          STATION RECOVERY (1978)
 EG0854
 EG0854'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0854'RECOVERED IN GOOD CONDITION.
 EG0854
 EG0854                          STATION RECOVERY (1983)
 EG0854
 EG0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0854'NOT RECOVERED, POSSIBLY KNOCKED OUT BY HIGHWAY CONSTRUCTION.
 EG0854
 EG0854                          STATION RECOVERY (1987)
 EG0854
 EG0854'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG0854'RECOVERED IN GOOD CONDITION.
 EG0854
 EG0854                          STATION RECOVERY (2004)
 EG0854
 EG0854'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0855 ***********************************************************************
 EG0855  DESIGNATION -  45 V 262
 EG0855  PID         -  EG0855
 EG0855  STATE/COUNTY-  MS/ALCORN
 EG0855  USGS QUAD   -  CORINTH (1982)
 EG0855
 EG0855                         *CURRENT SURVEY CONTROL
 EG0855  ___________________________________________________________________
 EG0855* NAD 83(1986)-  34 56 19.     (N)    088 32 44.     (W)     SCALED    
 EG0855* NAVD 88     -       145.752  (meters)     478.19   (feet)  ADJUSTED  
 EG0855  ___________________________________________________________________
 EG0855  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0855  DYNAMIC HT  -         145.614 (meters)     477.74  (feet)  COMP
 EG0855  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG0855
 EG0855  VERT ORDER  -  SECOND    CLASS 0
 EG0855
 EG0855.The horizontal coordinates were scaled from a topographic map and have
 EG0855.an estimated accuracy of +/- 6 seconds.
 EG0855
 EG0855.The orthometric height was determined by differential leveling
 EG0855.and adjusted in June 1991.
 EG0855
 EG0855.The geoid height was determined by GEOID03.
 EG0855
 EG0855.The dynamic height is computed by dividing the NAVD 88
 EG0855.geopotential number by the normal gravity value computed on the
 EG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0855.degrees latitude (g = 980.6199 gals.).
 EG0855
 EG0855.The modeled gravity was interpolated from observed gravity values.
 EG0855
 EG0855;                    North         East    Units  Estimated Accuracy
 EG0855;SPC MS E     -   603,100.      326,290.      MT  (+/- 180 meters Scaled)
 EG0855
 EG0855                          SUPERSEDED SURVEY CONTROL
 EG0855
 EG0855  NGVD 29 (??/??/92)  145.740  (m)          478.15   (f) ADJ UNCH    2 0
 EG0855
 EG0855.Superseded values are not recommended for survey control.
 EG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0855.See file dsdata.txt to determine how the superseded data were derived.
 EG0855
 EG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD588673(NAD 83)
 EG0855_MARKER: DD = SURVEY DISK
 EG0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0855_STAMPING: 45V-262 1964
 EG0855_MARK LOGO: MSHD  
 EG0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0855+STABILITY: SURFACE MOTION
 EG0855
 EG0855  HISTORY     - Date     Condition        Report By
 EG0855  HISTORY     - 1964     MONUMENTED       MSHD
 EG0855  HISTORY     - 1965     GOOD             MSHD
 EG0855  HISTORY     - 1978     GOOD             MSHD
 EG0855  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0855
 EG0855                          STATION DESCRIPTION
 EG0855
 EG0855'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0855'1.7 MI W FROM CORINTH.
 EG0855'TO REACH THE MARK FROM THE U. S. POST OFFICE IN CORINTH GO NORTH ON U.
 EG0855'S. HIGHWAY 45 FOR 3 BLOCKS TO LINDEN STREET, TURN LEFT, WEST AND GO
 EG0855'1.5 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 EG0855'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 85 FEET NORTH OF THE CENTER
 EG0855'OF A BLACKTOP ROAD, 73.5 FEET NORTHEAST OF A TELEPHONE LINE POLE, 76
 EG0855'FEET EAST OF THE CENTER OF A DRIVEWAY, 82 FEET SOUTHEAST OF A POWER
 EG0855'POLE, 133 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 2 FEET
 EG0855'NORTHWEST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 EG0855
 EG0855                          STATION RECOVERY (1978)
 EG0855
 EG0855'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0855'THE MARK IS LOCATED 1.5 MILES WEST OF CORINTH ON THE NORTH RIGHT OF
 EG0855'WAY OF SMITH BRIDGE ROAD, ABOUT 100 YARDS WEST OF THE U.S. HIGHWAY 45
 EG0855'BYPASS ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY 72 NEAR THE CENTER OF
 EG0855'SECTION 3, T 2S, R 7E. IT IS 285 FEET WEST OF THE CENTER OF THE SOUTH
 EG0855'BOUND LANE OF THE U.S. HIGHWAY 45 BYPASS, 89 FEET NORTH OF THE CENTER
 EG0855'OF SMITH BRIDGE ROAD, 75 FEET EAST OF THE CENTER OF A DRIVEWAY
 EG0855'LEADING TO A BRICK HOUSE, 50.5 FEET EAST OF A GUY POLE, 2 FEET NORTH
 EG0855'OF A RIGHT OF WAY MARKER, 2 FEET NORTH OF A METAL WITNESS POST SET IN
 EG0855'THE TOP OF A ROUND CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE
 EG0855'ROAD AND PROJECTS 1 INCH. TO REACH FROM THE U.S. POST OFFICE IN
 EG0855'CORINTH GO NORTH ON FILLMORE STREET (U.S. HIGHWAY 45 BUSINESS ROUTE)
 EG0855'FOR 0.25 MILE TO THE INTERSECTION OF LINDEN STREET. TURN LEFT AND GO
 EG0855'WEST ON LINDEN STREET FOR 1.55 MILES TO THE MARK ON THE RIGHT JUST
 EG0855'BEYOND THE BRIDGE OVER THE U.S. HIGHWAY 45 BYPASS.
 EG0855
 EG0855                          STATION RECOVERY (1983)
 EG0855
 EG0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0855'NOT RECOVERED, POSSIBLY KNOCKED OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0856 ***********************************************************************
 EG0856  DESIGNATION -  45 V 263
 EG0856  PID         -  EG0856
 EG0856  STATE/COUNTY-  MS/ALCORN
 EG0856  USGS QUAD   -  CORINTH (1982)
 EG0856
 EG0856                         *CURRENT SURVEY CONTROL
 EG0856  ___________________________________________________________________
 EG0856* NAD 83(1986)-  34 56 45.     (N)    088 32 49.     (W)     SCALED    
 EG0856* NAVD 88     -       148.733  (meters)     487.97   (feet)  ADJUSTED  
 EG0856  ___________________________________________________________________
 EG0856  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0856  DYNAMIC HT  -         148.591 (meters)     487.50  (feet)  COMP
 EG0856  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EG0856
 EG0856  VERT ORDER  -  SECOND    CLASS 0
 EG0856
 EG0856.The horizontal coordinates were scaled from a topographic map and have
 EG0856.an estimated accuracy of +/- 6 seconds.
 EG0856
 EG0856.The orthometric height was determined by differential leveling
 EG0856.and adjusted in June 1991.
 EG0856
 EG0856.The geoid height was determined by GEOID03.
 EG0856
 EG0856.The dynamic height is computed by dividing the NAVD 88
 EG0856.geopotential number by the normal gravity value computed on the
 EG0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0856.degrees latitude (g = 980.6199 gals.).
 EG0856
 EG0856.The modeled gravity was interpolated from observed gravity values.
 EG0856
 EG0856;                    North         East    Units  Estimated Accuracy
 EG0856;SPC MS E     -   603,900.      326,160.      MT  (+/- 180 meters Scaled)
 EG0856
 EG0856                          SUPERSEDED SURVEY CONTROL
 EG0856
 EG0856  NGVD 29 (??/??/92)  148.719  (m)          487.92   (f) ADJ UNCH    2 0
 EG0856
 EG0856.Superseded values are not recommended for survey control.
 EG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0856.See file dsdata.txt to determine how the superseded data were derived.
 EG0856
 EG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD587681(NAD 83)
 EG0856_MARKER: DD = SURVEY DISK
 EG0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0856_STAMPING: 45V-263 1964
 EG0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0856+STABILITY: SURFACE MOTION
 EG0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0856+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0856
 EG0856  HISTORY     - Date     Condition        Report By
 EG0856  HISTORY     - 1964     MONUMENTED       MSHD
 EG0856  HISTORY     - 1965     GOOD             MSHD
 EG0856  HISTORY     - 1978     GOOD             MSHD
 EG0856  HISTORY     - 20040826 GOOD             USACE
 EG0856
 EG0856                          STATION DESCRIPTION
 EG0856
 EG0856'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0856'2.5 MI NW FROM CORINTH.
 EG0856'TO REACH THE MARK FROM THE U. S. POST OFFICE IN CORINTH GO NORTH ON U.
 EG0856'S. HIGHWAY 45 FOR 0.2 MILE TO LINDEN STREET, TURN LEFT, WEST AND GO
 EG0856'1.7 MILES TO A BLACKTOP ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO
 EG0856'0.45 MILE TO A T ROAD, TURN RIGHT, EAST AND GO 0.15 MILE TO END OF
 EG0856'ROAD.  (THE MARK IS APPROXIMATELY 0.35 MILE SOUTHEAST OF THIS POINT,
 EG0856'ON THE WEST EDGE OF THE RIGHT-OF-WAY OF THE NEW U. S. HIGHWAY 45
 EG0856'BY-PASS).  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0856'CONCRETE POST.  IT IS 100 FEET NORTH OF THE CENTER OF A DIM WOODS
 EG0856'ROAD, APPROXIMATELY 300 FEET SOUTHWEST OF THE SOUTHERN RAILROAD,
 EG0856'SURROUNDED BY SCRUB OAK TREES, 2 FEET NORTH OF A METAL WITNESS POST
 EG0856'AND PROJECTS 1 INCH.
 EG0856
 EG0856                          STATION RECOVERY (1978)
 EG0856
 EG0856'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0856'THE MARK IS LOCATED 1.4 MILES NORTHWEST OF CORINTH ON THE WEST RIGHT
 EG0856'OF WAY OF THE U.S. HIGHWAY 45 BYPASS ABOUT 150 YARDS SOUTH OF THE
 EG0856'SOUTHERN RAILROAD TRACK IN THE NORTHEAST CORNER OF SECTION 3, T 2S, R
 EG0856'7E. IT IS 366.5 FEET SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE
 EG0856'RAILING FOR THE U.S. HIGHWAY 45 SOUTH BOUND BRIDGE OVER THE SOUTHERN
 EG0856'RAILROAD TRACK, 124 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE
 EG0856'OF THE U.S. HIGHWAY 45 BYPASS, 11 FEET NORTH-NORTHWEST OF A 12 INCH
 EG0856'HICKORY, 2 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0856'ROUND CONCRETE POST ABOUT LEVEL WITH THE GROUND AND PROJECTS 1 INCH.
 EG0856'TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S. HIGHWAY 45
 EG0856'BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON THE U.S. HIGHWAY 45
 EG0856'BYPASS FOR 1.15 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING A
 EG0856'RAILROAD BRIDGE.
 EG0856
 EG0856                          STATION RECOVERY (2004)
 EG0856
 EG0856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0857 ***********************************************************************
 EG0857  DESIGNATION -  45 V 264
 EG0857  PID         -  EG0857
 EG0857  STATE/COUNTY-  MS/ALCORN
 EG0857  USGS QUAD   -  CORINTH (1982)
 EG0857
 EG0857                         *CURRENT SURVEY CONTROL
 EG0857  ___________________________________________________________________
 EG0857* NAD 83(1986)-  34 57 20.     (N)    088 32 14.     (W)     SCALED    
 EG0857* NAVD 88     -       153.676  (meters)     504.19   (feet)  ADJUSTED  
 EG0857  ___________________________________________________________________
 EG0857  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0857  DYNAMIC HT  -         153.530 (meters)     503.71  (feet)  COMP
 EG0857  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EG0857
 EG0857  VERT ORDER  -  SECOND    CLASS 0
 EG0857
 EG0857.The horizontal coordinates were scaled from a topographic map and have
 EG0857.an estimated accuracy of +/- 6 seconds.
 EG0857
 EG0857.The orthometric height was determined by differential leveling
 EG0857.and adjusted in June 1991.
 EG0857
 EG0857.The geoid height was determined by GEOID03.
 EG0857
 EG0857.The dynamic height is computed by dividing the NAVD 88
 EG0857.geopotential number by the normal gravity value computed on the
 EG0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0857.degrees latitude (g = 980.6199 gals.).
 EG0857
 EG0857.The modeled gravity was interpolated from observed gravity values.
 EG0857
 EG0857;                    North         East    Units  Estimated Accuracy
 EG0857;SPC MS E     -   604,980.      327,050.      MT  (+/- 180 meters Scaled)
 EG0857
 EG0857                          SUPERSEDED SURVEY CONTROL
 EG0857
 EG0857  NGVD 29 (??/??/92)  153.661  (m)          504.14   (f) ADJ UNCH    2 0
 EG0857
 EG0857.Superseded values are not recommended for survey control.
 EG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0857.See file dsdata.txt to determine how the superseded data were derived.
 EG0857
 EG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD596691(NAD 83)
 EG0857_MARKER: DD = SURVEY DISK
 EG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0857_STAMPING: 45V-264 1964
 EG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0857+STABILITY: SURFACE MOTION
 EG0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0857+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0857
 EG0857  HISTORY     - Date     Condition        Report By
 EG0857  HISTORY     - 1964     MONUMENTED       MSHD
 EG0857  HISTORY     - 1965     GOOD             MSHD
 EG0857  HISTORY     - 1978     GOOD             MSHD
 EG0857  HISTORY     - 20040826 GOOD             USACE
 EG0857
 EG0857                          STATION DESCRIPTION
 EG0857
 EG0857'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0857'1.15 MI NW FROM CORINTH.
 EG0857'TO REACH THE MARK FROM THE U. S. POST OFFICE IN CORINTH GO NORTH ON U.
 EG0857'S. HIGHWAY 45 FOR 0.75 MILE TO SHILOUGH ROAD, TURN LEFT, WEST ON
 EG0857'SHILOUG ROAD AND GO 0.7 MILE TO THE INTERSECTION OF THE WENISOGA ROAD,
 EG0857'TURN RIGHT, NORTHWEST AND GO 0.8 MILE TO THE MARK ON THE RIGHT. THE
 EG0857'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 EG0857'105 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD, 21 FEET WEST OF
 EG0857'THE CENTER OF THE GRAVEL ROAD, ABOUT LEVEL WITH THE ROADS AND PROJECTS
 EG0857'1 INCH.
 EG0857
 EG0857                          STATION RECOVERY (1978)
 EG0857
 EG0857'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0857'THE MARK IS LOCATED 1.6 MILES NORTHWEST OF CORINTH ON THE EAST RIGHT
 EG0857'OF WAY OF THE U.S. HIGHWAY 45 BYPASS, 0.2 MILE NORTH OF THE BRIDGE
 EG0857'OVER WENASOGA ROAD IN THE NORTHWEST 1/4 OF SECTION 35, T 1S, R 7E. IT
 EG0857'IS 141 FEET EAST-SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 EG0857'THE HIGHWAY 45 BYPASS, 118 FEET EAST-SOUTHEAST OF AN ENTRANCE RAMP,
 EG0857'50 FEET SOUTH OF A 22 INCH CEDAR, 31 FEET NORTH-NORTHWEST OF A
 EG0857'TELEPHONE CABLE POLE, 25 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 EG0857'1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0857'CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS
 EG0857'FLUSH WITH THE GROUND. TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER
 EG0857'THE U.S. HIGHWAY 45 BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON
 EG0857'THE U.S. HIGHWAY 45 BYPASS FOR 1.9 MILES TO THE MARK ON THE RIGHT.
 EG0857
 EG0857                          STATION RECOVERY (2004)
 EG0857
 EG0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0859 ***********************************************************************
 EG0859  DESIGNATION -  45 V 265 RESET
 EG0859  PID         -  EG0859
 EG0859  STATE/COUNTY-  MS/ALCORN
 EG0859  USGS QUAD   -  CORINTH (1982)
 EG0859
 EG0859                         *CURRENT SURVEY CONTROL
 EG0859  ___________________________________________________________________
 EG0859* NAD 83(1986)-  34 57 39.     (N)    088 31 43.     (W)     SCALED    
 EG0859* NAVD 88     -       144.09   (meters)     472.7    (feet)  RESET     
 EG0859  ___________________________________________________________________
 EG0859  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0859  VERT ORDER  -  THIRD
 EG0859
 EG0859.The horizontal coordinates were scaled from a topographic map and have
 EG0859.an estimated accuracy of +/- 6 seconds.
 EG0859
 EG0859.The orthometric height was computed from unverified reset data.
 EG0859.No vertical observational check was made to the station.
 EG0859
 EG0859.The geoid height was determined by GEOID03.
 EG0859
 EG0859;                    North         East    Units  Estimated Accuracy
 EG0859;SPC MS E     -   605,570.      327,830.      MT  (+/- 180 meters Scaled)
 EG0859
 EG0859                          SUPERSEDED SURVEY CONTROL
 EG0859
 EG0859  NGVD 29 (08/12/04)  144.07   (m)          472.7    (f) RESET       3  
 EG0859
 EG0859.Superseded values are not recommended for survey control.
 EG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0859.See file dsdata.txt to determine how the superseded data were derived.
 EG0859
 EG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD604697(NAD 83)
 EG0859_MARKER: DD = SURVEY DISK
 EG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0859_STAMPING: BM 45V 265 RESET 1974
 EG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0859+STABILITY: SURFACE MOTION
 EG0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0859+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 EG0859
 EG0859  HISTORY     - Date     Condition        Report By
 EG0859  HISTORY     - 1974     MONUMENTED       MSHD
 EG0859  HISTORY     - 1974     GOOD             MSHD
 EG0859  HISTORY     - 1978     GOOD             MSHD
 EG0859  HISTORY     - 20040928 GOOD             USACE
 EG0859
 EG0859                          STATION DESCRIPTION
 EG0859
 EG0859'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG0859'2.1 MI NNW FROM CORINTH.
 EG0859'THE MARK IS LOCATED 2.1 MILES NNW OF CORINTH ON THE SOUTH SIDE OF THE
 EG0859'EAST U.S. HIGHWAY 45 BYPASS TRUCK SCALES WHERE THE ROW TURNS EASTERLY
 EG0859'IN THE NE 1/4 OF THE SW 1/4 OF SECTION 6, T 1S, R 7E.  IT IS 220 FEET
 EG0859'EAST OF THE CENTER OF HIGHWAY 45, 202 FEET NE OF THE NE CORNER OF THE
 EG0859'HEADWALL OF A 36 INCH CONCRETE PIPE UNDER THE HIGHWAY, 1 FOOT EAST OF
 EG0859'A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 EG0859'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO
 EG0859'REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 72 AND 45 BYPASS AT
 EG0859'THE WEST EDGE OF CORINTH GO NORTH ON U.S. HIGHWAY 45 BYPASS FOR 2.6
 EG0859'MILES TO THE TRUCK SCALES AND THE MARK ON THE RIGHT.
 EG0859
 EG0859                          STATION RECOVERY (1978)
 EG0859
 EG0859'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0859'THE MARK IS LOCATED 2.1 MILES NORTH-NORTHWEST OF CORINTH ON THE
 EG0859'SOUTHEAST RIGHT OF WAY OF THE U.S. HIGHWAY 45 BYPASS ON THE SITE OF
 EG0859'THE M.V.C. TRUCK SCALES FOR NORTH BOUND TRAFFIC, 0.65 MILE SOUTHWEST
 EG0859'OF A BRIDGE OF THE GM AND O RAILROAD TRACK IN THE NORTHEAST 1/4 OF
 EG0859'THE SOUTHWEST 1/4 OF SECTION 26,T 1S, R 7E. IT IS 294 FEET
 EG0859'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE SCALES OFFICE, 220 FEET
 EG0859'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF THE U.S. HIGHWAY
 EG0859'45 BYPASS, 105 FEET SOUTHEAST OF THE CENTER OF THE DRIVE TO THE
 EG0859'SCALES, 101 FEET SOUTHWEST OF THE SOUTH CORNER OF THE PARKING LOT,
 EG0859'48.5 FEET SOUTH OF THE SOUTH CORNER OF A PUMP HOUSE, 1 FOOT SOUTHEAST
 EG0859'OF A RIGHT OF WAY MARKER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST
 EG0859'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 1/2 FEET BELOW THE
 EG0859'LEVEL OF THE HIGHWAY AND IS 4 INCHES BELOW THE GROUND. TO REACH FROM
 EG0859'THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S. HIGHWAY 45 BYPASS AT THE
 EG0859'WEST EDGE OF CORINTH GO NORTH ON THE U.S. HIGHWAY 45 BYPASS FOR 2.6
 EG0859'MILES TO THE SCALES AND THE MARK ON THE RIGHT.
 EG0859
 EG0859                          STATION RECOVERY (2004)
 EG0859
 EG0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0860 ***********************************************************************
 EG0860  DESIGNATION -  45 V 266
 EG0860  PID         -  EG0860
 EG0860  STATE/COUNTY-  MS/ALCORN
 EG0860  USGS QUAD   -  CORINTH (1982)
 EG0860
 EG0860                         *CURRENT SURVEY CONTROL
 EG0860  ___________________________________________________________________
 EG0860* NAD 83(1986)-  34 58 20.     (N)    088 31 41.     (W)     SCALED    
 EG0860* NAVD 88     -       142.630  (meters)     467.95   (feet)  ADJUSTED  
 EG0860  ___________________________________________________________________
 EG0860  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0860  DYNAMIC HT  -         142.494 (meters)     467.50  (feet)  COMP
 EG0860  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EG0860
 EG0860  VERT ORDER  -  SECOND    CLASS 0
 EG0860
 EG0860.The horizontal coordinates were scaled from a topographic map and have
 EG0860.an estimated accuracy of +/- 6 seconds.
 EG0860
 EG0860.The orthometric height was determined by differential leveling
 EG0860.and adjusted in June 1991.
 EG0860
 EG0860.The geoid height was determined by GEOID03.
 EG0860
 EG0860.The dynamic height is computed by dividing the NAVD 88
 EG0860.geopotential number by the normal gravity value computed on the
 EG0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0860.degrees latitude (g = 980.6199 gals.).
 EG0860
 EG0860.The modeled gravity was interpolated from observed gravity values.
 EG0860
 EG0860;                    North         East    Units  Estimated Accuracy
 EG0860;SPC MS E     -   606,830.      327,880.      MT  (+/- 180 meters Scaled)
 EG0860
 EG0860                          SUPERSEDED SURVEY CONTROL
 EG0860
 EG0860  NGVD 29 (??/??/??)  142.61   (m)          467.9    (f) RESET       3  
 EG0860
 EG0860.Superseded values are not recommended for survey control.
 EG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0860.See file dsdata.txt to determine how the superseded data were derived.
 EG0860
 EG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD605710(NAD 83)
 EG0860_MARKER: DD = SURVEY DISK
 EG0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0860_STAMPING: 45V-266 1964
 EG0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0860+STABILITY: SURFACE MOTION
 EG0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0860+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0860
 EG0860  HISTORY     - Date     Condition        Report By
 EG0860  HISTORY     - 1964     MONUMENTED       MSHD
 EG0860  HISTORY     - 1965     GOOD             MSHD
 EG0860  HISTORY     - 1978     GOOD             MSHD
 EG0860  HISTORY     - 20040826 GOOD             USACE
 EG0860
 EG0860                          STATION DESCRIPTION
 EG0860
 EG0860'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0860'4.3 MI NW FROM CORINTH.
 EG0860'TO REACH THE MARK FROM THE U. S. POST OFFICE IN CORINTH GO NORTH ON U.
 EG0860'S. HIGHWAY 45 FOR 3.3 MILES TO THE INTERSECTION OF STATE HIGHWAY 2 AND
 EG0860'A BLACKTOP ROAD LEADING WEST, TURN LEFT AND CONTINUE WEST FOR 0.4 MILE
 EG0860'TO INTERSECTION OF THE NEW U. S. 45 BYPASS, TURN LEFT, SOUTHWEST AND
 EG0860'GO FOR 0.8 MILE TO INTERSECTION OF THE NEW U. S. 45 BYPASS.  TURN
 EG0860'LEFT, SOUTHWEST AND GO FOR 0.8 MILE TO THE GM AND O RAILROAD TRACKS
 EG0860'AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0860'12-INCH ROUND, CONCRETE POST.  IT IS APPROXIMATELY 200 FEET WEST OF
 EG0860'THE GM AND O RAILROAD TRACK AT STATION 357 + 00 ON THE NEW U. S.
 EG0860'HIGHWAY 45 BYPASS, 54 FEET EAST OF A TELEPHONE POLE, 66 FEET SOUTHEAST
 EG0860'OF A 24 INCH PINE TREE ON THE WEST EDGE OF THE R.O.W. AND A METAL
 EG0860'WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK.
 EG0860
 EG0860                          STATION RECOVERY (1978)
 EG0860
 EG0860'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0860'THE MARK IS LOCATED 2.6 MILES NORTH OF CORINTH ON THE NORTHWEST RIGHT
 EG0860'OF WAY OF THE U.S. 45 HIGHWAY BYPASS ABOUT 100 YARDS WEST OF THE GM
 EG0860'AND O RAILROAD TRACK NEAR THE TWIN BRIDGES OVER THE RAILROAD TRACK IN
 EG0860'THE NORTHEAST 1/4 OF SECTION 26, T 1S, R 7E. IT IS 144 FEET NORTHWEST
 EG0860'OF THE CENTER OF THE SOUTH BOUND LANE OF THE HIGHWAY 45 BYPASS, 141
 EG0860'FEET WEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE BRIDGE
 EG0860'RAILING OF THE SOUTH BOUND BRIDGE, 7.5 FEET NORTHWEST OF THE
 EG0860'NORTHWEST EDGE OF A CONCRETE DITCH, 2.5 FEET NORTHWEST OF A RIGHT OF
 EG0860'WAY POST ABOUT 20 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1
 EG0860'INCH. TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S. HIGHWAY
 EG0860'45 BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON THE U.S. HIGHWAY 45
 EG0860'BYPASS FOR 3.2 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING AN
 EG0860'OVERPASS.
 EG0860
 EG0860                          STATION RECOVERY (2004)
 EG0860
 EG0860'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0861 ***********************************************************************
 EG0861  DESIGNATION -  45 V 267
 EG0861  PID         -  EG0861
 EG0861  STATE/COUNTY-  MS/ALCORN
 EG0861  USGS QUAD   -  CORINTH (1982)
 EG0861
 EG0861                         *CURRENT SURVEY CONTROL
 EG0861  ___________________________________________________________________
 EG0861* NAD 83(1986)-  34 58 56.     (N)    088 31 21.     (W)     SCALED    
 EG0861* NAVD 88     -       149.508  (meters)     490.51   (feet)  ADJUSTED  
 EG0861  ___________________________________________________________________
 EG0861  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0861  DYNAMIC HT  -         149.365 (meters)     490.04  (feet)  COMP
 EG0861  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EG0861
 EG0861  VERT ORDER  -  SECOND    CLASS 0
 EG0861
 EG0861.The horizontal coordinates were scaled from a topographic map and have
 EG0861.an estimated accuracy of +/- 6 seconds.
 EG0861
 EG0861.The orthometric height was determined by differential leveling
 EG0861.and adjusted in June 1991.
 EG0861
 EG0861.The geoid height was determined by GEOID03.
 EG0861
 EG0861.The dynamic height is computed by dividing the NAVD 88
 EG0861.geopotential number by the normal gravity value computed on the
 EG0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0861.degrees latitude (g = 980.6199 gals.).
 EG0861
 EG0861.The modeled gravity was interpolated from observed gravity values.
 EG0861
 EG0861;                    North         East    Units  Estimated Accuracy
 EG0861;SPC MS E     -   607,950.      328,380.      MT  (+/- 180 meters Scaled)
 EG0861
 EG0861                          SUPERSEDED SURVEY CONTROL
 EG0861
 EG0861  NGVD 29 (??/??/92)  149.49   (m)          490.5    (f) COMPUTED    2 0
 EG0861
 EG0861.Superseded values are not recommended for survey control.
 EG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0861.See file dsdata.txt to determine how the superseded data were derived.
 EG0861
 EG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD610721(NAD 83)
 EG0861_MARKER: DD = SURVEY DISK
 EG0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0861_STAMPING: 45V-267 1964
 EG0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0861+STABILITY: SURFACE MOTION
 EG0861
 EG0861  HISTORY     - Date     Condition        Report By
 EG0861  HISTORY     - 1964     MONUMENTED       MSHD
 EG0861  HISTORY     - 1965     GOOD             MSHD
 EG0861  HISTORY     - 1978     GOOD             MSHD
 EG0861  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0861
 EG0861                          STATION DESCRIPTION
 EG0861
 EG0861'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0861'3.8 MI NW FROM CORINTH.
 EG0861'TO REACH THE MARK FROM THE U. S. POST OFFICE IN CORINTH GO NORTH ON U.
 EG0861'S. HIGHWAY 45 FOR 3.3 MILES TO THE INTERSECTION OF STATE HIGHWAY 2,
 EG0861'LEADING EAST, AND A BLACKTOP COUNTRY ROAD LEADING WEST, TURN LEFT,
 EG0861'WEST AND GO 0.5 MILE TO A GRAVEL CROSSROAD AND THE MARK ON THE RIGHT.
 EG0861'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0861'IT IS 18 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 30 FEET NORTH OF
 EG0861'A TWIN-OAK TREE, 3 FEET EAST OF A FENCE, APPROXIMATELY 200 FEET NORTH
 EG0861'OF THE BLACKTOP ROAD, 2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 EG0861'WITH THE GRAVEL ROAD AND FLUSH WITH THE GROUND.
 EG0861
 EG0861                          STATION RECOVERY (1978)
 EG0861
 EG0861'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0861'THE MARK IS LOCATED 3.1 MILES NORTH OF CORINTH ON THE EAST SIDE OF AN
 EG0861'ABANDONED FENCE IN A CULTIVATED FIELD, 3.8 MILES EAST OF WENASOGA,
 EG0861'0.9 MILE SOUTH OF THE TENNESSEE-MISSISSIPPI STATE LINE ABOUT 0.1 MILE
 EG0861'NORTHWEST OF THE END OF U.S. HIGHWAY 45 BYPASS NEAR THE CENTER OF THE
 EG0861'WEST SIDE OF SECTION 24, T 1S, R 7E. IT IS 158 FEET NORTH OF THE
 EG0861'CENTER OF A BLACK TOP ROAD, 133 FEET EAST OF THE CENTER OF A PRIVATE
 EG0861'GRAVELED ROAD, 11 FEET SOUTH OF A 4 INCH CEDAR, 9.5 FEET
 EG0861'SOUTH-SOUTHEAST OF A 5 INCH OAK, 2 FEET WEST OF A METAL WITNESS POST
 EG0861'SET IN THE TOP OF A ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND.
 EG0861'TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S. HIGHWAY 45
 EG0861'BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON THE U.S. HIGHWAY 45
 EG0861'BYPASS FOR 3.8 MILES TO A T INTERSECTION. TURN LEFT AND GO WEST ON A
 EG0861'PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 EG0861
 EG0861                          STATION RECOVERY (2004)
 EG0861
 EG0861'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0862 ***********************************************************************
 EG0862  DESIGNATION -  45 V 268
 EG0862  PID         -  EG0862
 EG0862  STATE/COUNTY-  MS/ALCORN
 EG0862  USGS QUAD   -  CORINTH (1982)
 EG0862
 EG0862                         *CURRENT SURVEY CONTROL
 EG0862  ___________________________________________________________________
 EG0862* NAD 83(1986)-  34 58 55.     (N)    088 30 48.     (W)     SCALED    
 EG0862* NAVD 88     -       153.986  (meters)     505.20   (feet)  ADJUSTED  
 EG0862  ___________________________________________________________________
 EG0862  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0862  DYNAMIC HT  -         153.840 (meters)     504.72  (feet)  COMP
 EG0862  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 EG0862
 EG0862  VERT ORDER  -  SECOND    CLASS 0
 EG0862
 EG0862.The horizontal coordinates were scaled from a topographic map and have
 EG0862.an estimated accuracy of +/- 6 seconds.
 EG0862
 EG0862.The orthometric height was determined by differential leveling
 EG0862.and adjusted in June 1991.
 EG0862
 EG0862.The geoid height was determined by GEOID03.
 EG0862
 EG0862.The dynamic height is computed by dividing the NAVD 88
 EG0862.geopotential number by the normal gravity value computed on the
 EG0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0862.degrees latitude (g = 980.6199 gals.).
 EG0862
 EG0862.The modeled gravity was interpolated from observed gravity values.
 EG0862
 EG0862;                    North         East    Units  Estimated Accuracy
 EG0862;SPC MS E     -   607,920.      329,220.      MT  (+/- 180 meters Scaled)
 EG0862
 EG0862                          SUPERSEDED SURVEY CONTROL
 EG0862
 EG0862  NGVD 29 (??/??/92)  153.96   (m)          505.1    (f) COMPUTED    2 0
 EG0862
 EG0862.Superseded values are not recommended for survey control.
 EG0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0862.See file dsdata.txt to determine how the superseded data were derived.
 EG0862
 EG0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD618720(NAD 83)
 EG0862_MARKER: DD = SURVEY DISK
 EG0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0862_STAMPING: 45V-268 1964
 EG0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0862+STABILITY: SURFACE MOTION
 EG0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0862+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG0862
 EG0862  HISTORY     - Date     Condition        Report By
 EG0862  HISTORY     - 1964     MONUMENTED       MSHD
 EG0862  HISTORY     - 1965     GOOD             MSHD
 EG0862  HISTORY     - 1978     GOOD             MSHD
 EG0862  HISTORY     - 20040826 GOOD             USACE
 EG0862
 EG0862                          STATION DESCRIPTION
 EG0862
 EG0862'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0862'3.3 MI N FROM CORINTH.
 EG0862'TO REACH THE MARK FROM THE POST OFFICE IN CORINTH GO NORTH ON U. S.
 EG0862'HIGHWAY 45 FOR 3.3 MILES TO THE INTERSECTION OF STATE HIGHWAY 2 AND
 EG0862'THE MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE
 EG0862'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT
 EG0862'IS 100 FEET EAST OF THE CENTERLINE OF HIGHWAY 45, 155 FEET NORTH OF
 EG0862'THE CENTERLINE OF HIGHWAY 2, 4 FEET NORTH OF A POWERLINE POLE, 2 FEET
 EG0862'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY
 EG0862'45 AND FLUSH WITH THE GROUND.
 EG0862
 EG0862                          STATION RECOVERY (1978)
 EG0862
 EG0862'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0862'THE MARK IS LOCATED 3.2 MILES NORTH OF CORINTH IN THE NORTHEAST ANGLE
 EG0862'OF THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 2, 4.2 MILES
 EG0862'EAST OF WENASOGA, 0.95 MILE SOUTH OF THE TENNESSEE-MISSISSIPPI STATE
 EG0862'LINE NEAR THE CENTER OF SECTION 24, T 1S, R 7E. IT IS 155 FEET NORTH
 EG0862'OF THE CENTER OF HIGHWAY 2, 100 FEET EAST OF THE CENTER OF HIGHWAY
 EG0862'45, 73 FEET NORTHWEST OF A POWER POLE WITH A GUY WIRE, 4 FEET NORTH
 EG0862'OF A POWER POLE WITH WIRES BRANCHING OFF TO THE EAST, 2 FEET
 EG0862'EAST-SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0862'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 EG0862'PROJECTS 1 INCH. TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE
 EG0862'U.S. HIGHWAY 45 BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON THE
 EG0862'U.S. HIGHWAY 45 BYPASS FOR 3.8 MILES TO A T INTERSECTION. TURN RIGHT
 EG0862'AND GO EAST ON A PAVED ROAD FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 EG0862'HIGHWAY 45 AND THE MARK ON THE LEFT JUST BEYOND.
 EG0862
 EG0862                          STATION RECOVERY (2004)
 EG0862
 EG0862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0863 ***********************************************************************
 EG0863  DESIGNATION -  45 V 269
 EG0863  PID         -  EG0863
 EG0863  STATE/COUNTY-  MS/ALCORN
 EG0863  USGS QUAD   -  CORINTH (1982)
 EG0863
 EG0863                         *CURRENT SURVEY CONTROL
 EG0863  ___________________________________________________________________
 EG0863* NAD 83(1986)-  34 59 41.     (N)    088 30 51.     (W)     SCALED    
 EG0863* NAVD 88     -       155.511  (meters)     510.21   (feet)  ADJUSTED  
 EG0863  ___________________________________________________________________
 EG0863  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0863  DYNAMIC HT  -         155.363 (meters)     509.72  (feet)  COMP
 EG0863  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EG0863
 EG0863  VERT ORDER  -  FIRST     CLASS II
 EG0863
 EG0863.The horizontal coordinates were scaled from a topographic map and have
 EG0863.an estimated accuracy of +/- 6 seconds.
 EG0863
 EG0863.The orthometric height was determined by differential leveling
 EG0863.and adjusted in June 1991.
 EG0863
 EG0863.The geoid height was determined by GEOID03.
 EG0863
 EG0863.The dynamic height is computed by dividing the NAVD 88
 EG0863.geopotential number by the normal gravity value computed on the
 EG0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0863.degrees latitude (g = 980.6199 gals.).
 EG0863
 EG0863.The modeled gravity was interpolated from observed gravity values.
 EG0863
 EG0863;                    North         East    Units  Estimated Accuracy
 EG0863;SPC MS E     -   609,330.      329,140.      MT  (+/- 180 meters Scaled)
 EG0863
 EG0863                          SUPERSEDED SURVEY CONTROL
 EG0863
 EG0863.No superseded survey control is available for this station.
 EG0863
 EG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD618735(NAD 83)
 EG0863_MARKER: DD = SURVEY DISK
 EG0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0863_STAMPING: 45V-269 1964
 EG0863_MARK LOGO: MSHD  
 EG0863_PROJECTION: FLUSH
 EG0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0863+STABILITY: SURFACE MOTION
 EG0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0863+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 EG0863
 EG0863  HISTORY     - Date     Condition        Report By
 EG0863  HISTORY     - 1964     MONUMENTED       MSHD
 EG0863  HISTORY     - 1965     GOOD             MSHD
 EG0863  HISTORY     - 1978     GOOD             MSHD
 EG0863  HISTORY     - 1983     GOOD             NGS
 EG0863  HISTORY     - 20020410 GOOD             USACE
 EG0863
 EG0863                          STATION DESCRIPTION
 EG0863
 EG0863'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0863'4.15 MI N FROM CORINTH.
 EG0863'TO REACH THE MARK FROM THE POST OFFICE IN CORINTH GO NORTH ON U. S.
 EG0863'HIGHWAY 45 FOR 4.15 MILES TO THE MISSISSIPPI-TENNESSEE STATE LINE AND
 EG0863'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0863'ROUND, CONCRETE POST.  IT IS 50 FEET EAST OF THE CENTERLINE OF U.S.
 EG0863'HIGHWAY 45, 10 FEET SOUTH OF A POST SUPPORTING A SIGN, 5 FEET EAST OF
 EG0863'A POWERLINE POLE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 EG0863'WITH THE HIGHWAY AND PROJECTS 2 INCHES.
 EG0863
 EG0863                          STATION RECOVERY (1978)
 EG0863
 EG0863'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0863'THE MARK IS LOCATED 4 MILES NORTH OF CORINTH ABOUT 120 YARDS SOUTH OF
 EG0863'THE MISSISSIPPI-TENNESSEE STATE LINE NEAR THE CENTER OF SECTION 13, T
 EG0863'1S, R 7E. IT IS 376.5 FEET SOUTH-SOUTHEAST OF TENNESSEE-MISSISSIPPI
 EG0863'MARKER NO. 4C2, 185 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVE
 EG0863'LEADING TO TWO GRAIN BINS, 56 FEET NORTH OF A POWER POLE WITH A GUY
 EG0863'WIRE AND THREE TRANSFORMERS, 50 FEET EAST OF THE CENTER OF HIGHWAY
 EG0863'45, 12 FEET SOUTHEAST OF A FIRE HYDRANT, 5 FEET EAST OF A TELEPHONE
 EG0863'POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0863'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE
 EG0863'GROUND. TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S.
 EG0863'HIGHWAY 45 BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON THE U.S.
 EG0863'HIGHWAY 45 BYPASS FOR 3.8 MILES TO A T INTERSECTION. TURN RIGHT AND
 EG0863'GO EAST ON A PAVED ROAD FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 EG0863'HIGHWAY 45. TURN LEFT AND GO NORTH ON U.S. HIGHWAY 45 FOR 0.95 MILE
 EG0863'TO THE MARK ON THE RIGHT JUST BEFORE REACHING THE STATE LINE.
 EG0863
 EG0863                          STATION RECOVERY (1983)
 EG0863
 EG0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0863'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.8 KM
 EG0863'(4.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 EG0863'CORINTH, TO THE MARK ON THE RIGHT, 15.27 METERS (50.1 FT) EAST OF THE
 EG0863'CENTERLINE OF THE HIGHWAY, 17.13 METERS (56.2 FT) NORTH OF A POWERLINE
 EG0863'POLE WITH 3 TRANSFORMERS AND A GUY WIRE, 5.88 METERS (19.3 FT)
 EG0863'SOUTH-SOUTHWEST OF A 4-INCH SQUARE WOODEN POST, 3.75 METERS (12.3 FT)
 EG0863'SOUTHEAST OF A FIRE HYDRANT, AND 0.3 METER (1.0 FT) WEST OF A
 EG0863'MISSISSIPPI WITNESS POST.
 EG0863'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EG0863'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EG0863
 EG0863                          STATION RECOVERY (2002)
 EG0863
 EG0863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0441 ***********************************************************************
 BV0441  DESIGNATION -  45 V 27
 BV0441  PID         -  BV0441
 BV0441  STATE/COUNTY-  MS/CLARKE
 BV0441  USGS QUAD   -  DE SOTO (1982)
 BV0441
 BV0441                         *CURRENT SURVEY CONTROL
 BV0441  ___________________________________________________________________
 BV0441* NAD 83(1986)-  31 57 49.     (N)    088 43 17.     (W)     SCALED    
 BV0441* NAVD 88     -        66.834  (meters)     219.27   (feet)  ADJUSTED  
 BV0441  ___________________________________________________________________
 BV0441  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BV0441  DYNAMIC HT  -          66.754 (meters)     219.01  (feet)  COMP
 BV0441  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 BV0441
 BV0441  VERT ORDER  -  FIRST     CLASS II
 BV0441
 BV0441.The horizontal coordinates were scaled from a topographic map and have
 BV0441.an estimated accuracy of +/- 6 seconds.
 BV0441
 BV0441.The orthometric height was determined by differential leveling
 BV0441.and adjusted in June 1991.
 BV0441
 BV0441.The geoid height was determined by GEOID03.
 BV0441
 BV0441.The dynamic height is computed by dividing the NAVD 88
 BV0441.geopotential number by the normal gravity value computed on the
 BV0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0441.degrees latitude (g = 980.6199 gals.).
 BV0441
 BV0441.The modeled gravity was interpolated from observed gravity values.
 BV0441
 BV0441;                    North         East    Units  Estimated Accuracy
 BV0441;SPC MS E     -   273,120.      310,580.      MT  (+/- 180 meters Scaled)
 BV0441
 BV0441                          SUPERSEDED SURVEY CONTROL
 BV0441
 BV0441  NGVD 29 (??/??/??)   66.813  (m)          219.20   (f) ADJUSTED    1 2
 BV0441
 BV0441.Superseded values are not recommended for survey control.
 BV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0441.See file dsdata.txt to determine how the superseded data were derived.
 BV0441
 BV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA373376(NAD 83)
 BV0441_MARKER: DD = SURVEY DISK
 BV0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0441_SP_SET: CONCRETE POST
 BV0441_STAMPING: BM 45V-27 1961
 BV0441_MARK LOGO: MSHD  
 BV0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0441+STABILITY: SURFACE MOTION
 BV0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0441+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 BV0441
 BV0441  HISTORY     - Date     Condition        Report By
 BV0441  HISTORY     - 1961     MONUMENTED       MSHD
 BV0441  HISTORY     - 1964     GOOD             NGS
 BV0441  HISTORY     - 1980     GOOD             NGS
 BV0441  HISTORY     - 19910410 GOOD             MSHD
 BV0441  HISTORY     - 20080324 GOOD             MSHD
 BV0441
 BV0441                          STATION DESCRIPTION
 BV0441
 BV0441'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0441'5.25 MI S FROM QUITMAN.
 BV0441'THE MARK IS LOCATED ABOUT 5 1/4 MILES SOUTH OF QUITMAN, 7 1/4 MILES
 BV0441'NORTH OF SHUBUTA, 0.15 MILE EAST OF U.S. HIGHWAY 45 AND ON PROPERTY
 BV0441'OWNED BY THE ST. JOHN M. E. CHURCH.  TO REACH THE MARK FROM THE POST
 BV0441'OFFICE IN QUITMAN GO SOUTH ON U.S. 45 FOR 4.6 MILES TO A CROSSROAD AT
 BV0441'THE WEST EDGE OF THE SMALL VILLAGE OF DESOTO, CONTINUE SOUTH ON U.S.
 BV0441'45 FOR 0.65 MILE TO A DIRT ROAD LEFT, TURN LEFT, EAST, 0.15 MILE TO
 BV0441'THE CHURCH AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC
 BV0441'AND GS BRONZE DISK STAMPED BM 45V-27 1961 AND IS SET IN THE TOP OF A
 BV0441'12-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES.  IT IS 2 FEET
 BV0441'SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH AND 1 FOOT WEST OF THE
 BV0441'WEST WALL.
 BV0441
 BV0441                          STATION RECOVERY (1964)
 BV0441
 BV0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0441'RECOVERED IN GOOD CONDITION.
 BV0441
 BV0441                          STATION RECOVERY (1980)
 BV0441
 BV0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0441'RECOVERED IN GOOD CONDITION.
 BV0441
 BV0441                          STATION RECOVERY (1991)
 BV0441
 BV0441'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0441'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF SHUBUTA, NEAR THE
 BV0441'NORTHWEST CORNER OF THE ST JOHN UNITED METHODIST CHURCH, 5.4 MI
 BV0441'(8.7 KM) SOUTH OF QUITMAN, 0.7 MI (1.1 KM) SOUTH OF DESOTO AND IS IN
 BV0441'THE NORTHWEST CORNER OF SECTION 1, T 1N, R 15E.
 BV0441'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 BV0441'FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18, CONTINUE
 BV0441'SOUTH ON U.S. HIGHWAY 45 FOR 2.3 MI (3.7 KM) TO THE MAIN CROSSROAD IN
 BV0441'DESOTO, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.85 MI (1.37 KM) TO
 BV0441'THE CHURCH AND THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD LEFT.
 BV0441'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0441'PROJECTING 2 INCHES, 265.0 FT (80.8 M) EAST OF THE CENTER OF HIGHWAY
 BV0441'45, 113.0 FT (34.4 M) SOUTH OF THE CENTER OF A PAVED ROAD, 57.5 FT
 BV0441'(17.5 M) SOUTHWEST OF A LAMP POLE AND 2.0 FT (0.6 M) SOUTHWEST OF THE
 BV0441'NORTHWEST CORNER OF THE CHURCH.
 BV0441
 BV0441                          STATION RECOVERY (2008)
 BV0441
 BV0441'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BV0441'AN ADDITION HAS BEEN ADDED ON TO THE FRONT OF THE CHURCH, SO THE POINT
 BV0441'IS NOT LONGER 2.0 FT SOUTHWEST OF THE NORTHWEST CORNER, BUT ABOUT 2.0
 BV0441'FT OFF OF THE WEST WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0873 ***********************************************************************
 DJ0873  DESIGNATION -  45 V 272
 DJ0873  PID         -  DJ0873
 DJ0873  STATE/COUNTY-  MS/NOXUBEE
 DJ0873  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0873
 DJ0873                         *CURRENT SURVEY CONTROL
 DJ0873  ___________________________________________________________________
 DJ0873* NAD 83(1986)-  33 14 44.     (N)    088 34 39.     (W)     SCALED    
 DJ0873* NAVD 88     -        85.464  (meters)     280.39   (feet)  ADJUSTED  
 DJ0873  ___________________________________________________________________
 DJ0873  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0873  DYNAMIC HT  -          85.370 (meters)     280.08  (feet)  COMP
 DJ0873  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DJ0873
 DJ0873  VERT ORDER  -  FIRST     CLASS II
 DJ0873
 DJ0873.The horizontal coordinates were scaled from a topographic map and have
 DJ0873.an estimated accuracy of +/- 6 seconds.
 DJ0873
 DJ0873.The orthometric height was determined by differential leveling
 DJ0873.and adjusted in June 1991.
 DJ0873
 DJ0873.The geoid height was determined by GEOID03.
 DJ0873
 DJ0873.The dynamic height is computed by dividing the NAVD 88
 DJ0873.geopotential number by the normal gravity value computed on the
 DJ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0873.degrees latitude (g = 980.6199 gals.).
 DJ0873
 DJ0873.The modeled gravity was interpolated from observed gravity values.
 DJ0873
 DJ0873;                    North         East    Units  Estimated Accuracy
 DJ0873;SPC MS E     -   415,300.      323,840.      MT  (+/- 180 meters Scaled)
 DJ0873
 DJ0873                          SUPERSEDED SURVEY CONTROL
 DJ0873
 DJ0873  NGVD 29 (??/??/92)   85.434  (m)          280.29   (f) ADJ UNCH    1 2
 DJ0873
 DJ0873.Superseded values are not recommended for survey control.
 DJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0873.See file dsdata.txt to determine how the superseded data were derived.
 DJ0873
 DJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB530796(NAD 83)
 DJ0873_MARKER: DD = SURVEY DISK
 DJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0873_STAMPING: BM 45V-272(1966)
 DJ0873_MARK LOGO: MSHD  
 DJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0873+STABILITY: SURFACE MOTION
 DJ0873
 DJ0873  HISTORY     - Date     Condition        Report By
 DJ0873  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0873  HISTORY     - 1983     GOOD             NGS
 DJ0873
 DJ0873                          STATION DESCRIPTION
 DJ0873
 DJ0873'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0873'5 MI SE FROM CRAWFORD.
 DJ0873'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0873'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0873'HIGHWAY 45 WEST, TURN RIGHT (SOUTHEAST) AND CONTINUE ON HIGHWAY 45
 DJ0873'WEST FOR 4.7 MILES TO A CROSSROADS AND THE MARK ON THE LEFT AS
 DJ0873'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0873'CONCRETE POST.  IT IS 47.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 45
 DJ0873'WEST, 26 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 5.4 FEET
 DJ0873'NORTHWEST OF A POWER POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 DJ0873'1 FOOT BELOW THE LEVEL OF HIGHWAY 45 WEST, AND FLUSH WITH THE GROUND.
 DJ0873
 DJ0873                          STATION RECOVERY (1983)
 DJ0873
 DJ0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0874 ***********************************************************************
 DJ0874  DESIGNATION -  45 V 273
 DJ0874  PID         -  DJ0874
 DJ0874  STATE/COUNTY-  MS/NOXUBEE
 DJ0874  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0874
 DJ0874                         *CURRENT SURVEY CONTROL
 DJ0874  ___________________________________________________________________
 DJ0874* NAD 83(1986)-  33 15 19.     (N)    088 35 00.     (W)     SCALED    
 DJ0874* NAVD 88     -        85.246  (meters)     279.68   (feet)  ADJUSTED  
 DJ0874  ___________________________________________________________________
 DJ0874  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0874  DYNAMIC HT  -          85.153 (meters)     279.37  (feet)  COMP
 DJ0874  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 DJ0874
 DJ0874  VERT ORDER  -  FIRST     CLASS II
 DJ0874
 DJ0874.The horizontal coordinates were scaled from a topographic map and have
 DJ0874.an estimated accuracy of +/- 6 seconds.
 DJ0874
 DJ0874.The orthometric height was determined by differential leveling
 DJ0874.and adjusted in June 1991.
 DJ0874
 DJ0874.The geoid height was determined by GEOID03.
 DJ0874
 DJ0874.The dynamic height is computed by dividing the NAVD 88
 DJ0874.geopotential number by the normal gravity value computed on the
 DJ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0874.degrees latitude (g = 980.6199 gals.).
 DJ0874
 DJ0874.The modeled gravity was interpolated from observed gravity values.
 DJ0874
 DJ0874;                    North         East    Units  Estimated Accuracy
 DJ0874;SPC MS E     -   416,380.      323,300.      MT  (+/- 180 meters Scaled)
 DJ0874
 DJ0874                          SUPERSEDED SURVEY CONTROL
 DJ0874
 DJ0874  NGVD 29 (??/??/92)   85.213  (m)          279.57   (f) ADJ UNCH    1 2
 DJ0874
 DJ0874.Superseded values are not recommended for survey control.
 DJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0874.See file dsdata.txt to determine how the superseded data were derived.
 DJ0874
 DJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB525807(NAD 83)
 DJ0874_MARKER: DD = SURVEY DISK
 DJ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0874_STAMPING: BM 45V-273 (1966)
 DJ0874_MARK LOGO: MSHD  
 DJ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0874+STABILITY: SURFACE MOTION
 DJ0874
 DJ0874  HISTORY     - Date     Condition        Report By
 DJ0874  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0874  HISTORY     - 1983     GOOD             NGS
 DJ0874
 DJ0874                          STATION DESCRIPTION
 DJ0874
 DJ0874'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0874'4.15 MI SE FROM CRAWFORD.
 DJ0874'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0874'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0874'HIGHWAY 45 WEST, TURN RIGHT (SOUTHEAST) AND CONTINUE ON HIGHWAY 45
 DJ0874'WEST FOR 3.75 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK
 DJ0874'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 89
 DJ0874'FEET WEST OF HIGHWAY 45 WEST OFFSET STATION NO. 515, 49 FEET SOUTHWEST
 DJ0874'OF THE CENTER OF HIGHWAY 45 WEST, 1.5 FEET NORTHEAST OF A T FENCE
 DJ0874'CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 DJ0874'OF HIGHWAY 45 WEST, AND FLUSH WITH THE GROUND.
 DJ0874
 DJ0874                          STATION RECOVERY (1983)
 DJ0874
 DJ0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0874'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 1.5 FEET NORTHEAST OF A T
 DJ0874'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0875 ***********************************************************************
 DJ0875  DESIGNATION -  45 V 274
 DJ0875  PID         -  DJ0875
 DJ0875  STATE/COUNTY-  MS/NOXUBEE
 DJ0875  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0875
 DJ0875                         *CURRENT SURVEY CONTROL
 DJ0875  ___________________________________________________________________
 DJ0875* NAD 83(1986)-  33 16 00.     (N)    088 35 25.     (W)     SCALED    
 DJ0875* NAVD 88     -        93.563  (meters)     306.96   (feet)  ADJUSTED  
 DJ0875  ___________________________________________________________________
 DJ0875  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0875  DYNAMIC HT  -          93.462 (meters)     306.63  (feet)  COMP
 DJ0875  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 DJ0875
 DJ0875  VERT ORDER  -  FIRST     CLASS II
 DJ0875
 DJ0875.The horizontal coordinates were scaled from a topographic map and have
 DJ0875.an estimated accuracy of +/- 6 seconds.
 DJ0875
 DJ0875.The orthometric height was determined by differential leveling
 DJ0875.and adjusted in June 1991.
 DJ0875
 DJ0875.The geoid height was determined by GEOID03.
 DJ0875
 DJ0875.The dynamic height is computed by dividing the NAVD 88
 DJ0875.geopotential number by the normal gravity value computed on the
 DJ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0875.degrees latitude (g = 980.6199 gals.).
 DJ0875
 DJ0875.The modeled gravity was interpolated from observed gravity values.
 DJ0875
 DJ0875;                    North         East    Units  Estimated Accuracy
 DJ0875;SPC MS E     -   417,640.      322,650.      MT  (+/- 180 meters Scaled)
 DJ0875
 DJ0875                          SUPERSEDED SURVEY CONTROL
 DJ0875
 DJ0875  NGVD 29 (??/??/92)   93.525  (m)          306.84   (f) ADJ UNCH    1 2
 DJ0875
 DJ0875.Superseded values are not recommended for survey control.
 DJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0875.See file dsdata.txt to determine how the superseded data were derived.
 DJ0875
 DJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB518819(NAD 83)
 DJ0875_MARKER: DD = SURVEY DISK
 DJ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0875_STAMPING: BM 45V-274(1966)
 DJ0875_MARK LOGO: MSHD  
 DJ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0875+STABILITY: SURFACE MOTION
 DJ0875
 DJ0875  HISTORY     - Date     Condition        Report By
 DJ0875  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0875  HISTORY     - 1983     GOOD             NGS
 DJ0875
 DJ0875                          STATION DESCRIPTION
 DJ0875
 DJ0875'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0875'IN CRAWFORD.
 DJ0875'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0875'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0875'HIGHWAY 45 WEST, TURN RIGHT (SOUTHEAST) AND CONTINUE ON HIGHWAY 45
 DJ0875'WEST FOR 2.9 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT AS
 DJ0875'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0875'CONCRETE POST.  IT IS 50 FEET NORTHEAST OF THE CENTER OF HIGHWAY 45
 DJ0875'WEST, 41 FEET NORTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 559,
 DJ0875'11.5 FEET NORTH OF A POWER POLE, 4 FEET SOUTHEAST OF A RIGHT-OF-WAY
 DJ0875'MARKER, 1.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL
 DJ0875'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 2 INCHES.
 DJ0875
 DJ0875                          STATION RECOVERY (1983)
 DJ0875
 DJ0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0875'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 1.8 FEET SOUTHWEST OF A
 DJ0875'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0876 ***********************************************************************
 DJ0876  DESIGNATION -  45 V 275
 DJ0876  PID         -  DJ0876
 DJ0876  STATE/COUNTY-  MS/NOXUBEE
 DJ0876  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0876
 DJ0876                         *CURRENT SURVEY CONTROL
 DJ0876  ___________________________________________________________________
 DJ0876* NAD 83(1986)-  33 16 26.     (N)    088 35 43.     (W)     SCALED    
 DJ0876* NAVD 88     -        87.170  (meters)     285.99   (feet)  ADJUSTED  
 DJ0876  ___________________________________________________________________
 DJ0876  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0876  DYNAMIC HT  -          87.075 (meters)     285.68  (feet)  COMP
 DJ0876  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DJ0876
 DJ0876  VERT ORDER  -  FIRST     CLASS II
 DJ0876
 DJ0876.The horizontal coordinates were scaled from a topographic map and have
 DJ0876.an estimated accuracy of +/- 6 seconds.
 DJ0876
 DJ0876.The orthometric height was determined by differential leveling
 DJ0876.and adjusted in June 1991.
 DJ0876
 DJ0876.The geoid height was determined by GEOID03.
 DJ0876
 DJ0876.The dynamic height is computed by dividing the NAVD 88
 DJ0876.geopotential number by the normal gravity value computed on the
 DJ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0876.degrees latitude (g = 980.6199 gals.).
 DJ0876
 DJ0876.The modeled gravity was interpolated from observed gravity values.
 DJ0876
 DJ0876;                    North         East    Units  Estimated Accuracy
 DJ0876;SPC MS E     -   418,440.      322,180.      MT  (+/- 180 meters Scaled)
 DJ0876
 DJ0876                          SUPERSEDED SURVEY CONTROL
 DJ0876
 DJ0876  NGVD 29 (??/??/92)   87.133  (m)          285.87   (f) ADJ UNCH    1 2
 DJ0876
 DJ0876.Superseded values are not recommended for survey control.
 DJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0876.See file dsdata.txt to determine how the superseded data were derived.
 DJ0876
 DJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB514827(NAD 83)
 DJ0876_MARKER: DD = SURVEY DISK
 DJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0876_STAMPING: BM 45V-275(1966)
 DJ0876_MARK LOGO: MSHD  
 DJ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0876+STABILITY: SURFACE MOTION
 DJ0876
 DJ0876  HISTORY     - Date     Condition        Report By
 DJ0876  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0876  HISTORY     - 1983     GOOD             NGS
 DJ0876
 DJ0876                          STATION DESCRIPTION
 DJ0876
 DJ0876'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0876'2.6 MI SE FROM CRAWFORD.
 DJ0876'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0876'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0876'HIGHWAY 45 WEST, TURN RIGHT (SOUTHEAST) AND CONTINUE ON HIGHWAY 45
 DJ0876'WEST FOR 2.3 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS
 DJ0876'A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 48
 DJ0876'FEET NORTHEAST OF THE CENTER OF HIGHWAY 45 WEST, 39.5 FEET NORTHEAST
 DJ0876'OF HIGHWAY 45 WEST OFFSET STATION NO. 590, 15.5 FEET SOUTHEAST OF A
 DJ0876'POWER POLE, 1.7 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A
 DJ0876'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND
 DJ0876'PROJECTS 4 INCHES.
 DJ0876
 DJ0876                          STATION RECOVERY (1983)
 DJ0876
 DJ0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0877 ***********************************************************************
 DJ0877  DESIGNATION -  45 V 276
 DJ0877  PID         -  DJ0877
 DJ0877  STATE/COUNTY-  MS/NOXUBEE
 DJ0877  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0877
 DJ0877                         *CURRENT SURVEY CONTROL
 DJ0877  ___________________________________________________________________
 DJ0877* NAD 83(1986)-  33 16 56.     (N)    088 36 00.     (W)     SCALED    
 DJ0877* NAVD 88     -        82.441  (meters)     270.48   (feet)  ADJUSTED  
 DJ0877  ___________________________________________________________________
 DJ0877  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0877  DYNAMIC HT  -          82.351 (meters)     270.18  (feet)  COMP
 DJ0877  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 DJ0877
 DJ0877  VERT ORDER  -  FIRST     CLASS II
 DJ0877
 DJ0877.The horizontal coordinates were scaled from a topographic map and have
 DJ0877.an estimated accuracy of +/- 6 seconds.
 DJ0877
 DJ0877.The orthometric height was determined by differential leveling
 DJ0877.and adjusted in June 1991.
 DJ0877.WARNING-Repeat measurements at this control monument indicate possible
 DJ0877.vertical movement.
 DJ0877
 DJ0877.The geoid height was determined by GEOID03.
 DJ0877
 DJ0877.The dynamic height is computed by dividing the NAVD 88
 DJ0877.geopotential number by the normal gravity value computed on the
 DJ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0877.degrees latitude (g = 980.6199 gals.).
 DJ0877
 DJ0877.The modeled gravity was interpolated from observed gravity values.
 DJ0877
 DJ0877;                    North         East    Units  Estimated Accuracy
 DJ0877;SPC MS E     -   419,360.      321,740.      MT  (+/- 180 meters Scaled)
 DJ0877
 DJ0877                          SUPERSEDED SURVEY CONTROL
 DJ0877
 DJ0877  NGVD 29 (??/??/92)   82.389  (m)          270.30   (f) ADJ UNCH    1 2
 DJ0877
 DJ0877.Superseded values are not recommended for survey control.
 DJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0877.See file dsdata.txt to determine how the superseded data were derived.
 DJ0877
 DJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB510837(NAD 83)
 DJ0877_MARKER: DD = SURVEY DISK
 DJ0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0877_SP_SET: CULVERT
 DJ0877_STAMPING: BM 45V-276(1966)
 DJ0877_MARK LOGO: MSHD  
 DJ0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0877
 DJ0877  HISTORY     - Date     Condition        Report By
 DJ0877  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0877  HISTORY     - 1983     GOOD             NGS
 DJ0877
 DJ0877                          STATION DESCRIPTION
 DJ0877
 DJ0877'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0877'2.0 MI SE FROM CRAWFORD.
 DJ0877'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0877'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0877'HIGHWAY 45 WEST, TURN RIGHT (SOUTHEAST) AND CONTINUE ON HIGHWAY 45
 DJ0877'WEST FOR 1.7 MILES TO A BOX CULVERT AND THE MARK ON THE LEFT AS
 DJ0877'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0877'CONCRETE POST.  IT IS 50 FEET NORTHEAST OF THE CENTER OF HIGHWAY 45
 DJ0877'WEST, 38.5 FEET NORTH OF THE NORTHEAST CORNER OF A BOX CULVERT, 2.2
 DJ0877'FEET SOUTHWEST OF A T FENCE CORNER, 1.9 FEET NORTHWEST OF A METAL
 DJ0877'WITNESS POST, 4 FEET BELOW THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS
 DJ0877'2 INCHES.
 DJ0877
 DJ0877                          STATION RECOVERY (1983)
 DJ0877
 DJ0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0877'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.2 FEET SOUTHWEST OF A T
 DJ0877'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0878 ***********************************************************************
 DJ0878  DESIGNATION -  45 V 277
 DJ0878  PID         -  DJ0878
 DJ0878  STATE/COUNTY-  MS/NOXUBEE
 DJ0878  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0878
 DJ0878                         *CURRENT SURVEY CONTROL
 DJ0878  ___________________________________________________________________
 DJ0878* NAD 83(1986)-  33 17 34.     (N)    088 36 24.     (W)     SCALED    
 DJ0878* NAVD 88     -        88.551  (meters)     290.52   (feet)  ADJUSTED  
 DJ0878  ___________________________________________________________________
 DJ0878  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0878  DYNAMIC HT  -          88.455 (meters)     290.21  (feet)  COMP
 DJ0878  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 DJ0878
 DJ0878  VERT ORDER  -  FIRST     CLASS II
 DJ0878
 DJ0878.The horizontal coordinates were scaled from a topographic map and have
 DJ0878.an estimated accuracy of +/- 6 seconds.
 DJ0878
 DJ0878.The orthometric height was determined by differential leveling
 DJ0878.and adjusted in June 1991.
 DJ0878
 DJ0878.The geoid height was determined by GEOID03.
 DJ0878
 DJ0878.The dynamic height is computed by dividing the NAVD 88
 DJ0878.geopotential number by the normal gravity value computed on the
 DJ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0878.degrees latitude (g = 980.6199 gals.).
 DJ0878
 DJ0878.The modeled gravity was interpolated from observed gravity values.
 DJ0878
 DJ0878;                    North         East    Units  Estimated Accuracy
 DJ0878;SPC MS E     -   420,530.      321,110.      MT  (+/- 180 meters Scaled)
 DJ0878
 DJ0878                          SUPERSEDED SURVEY CONTROL
 DJ0878
 DJ0878  NGVD 29 (??/??/92)   88.511  (m)          290.39   (f) ADJ UNCH    1 2
 DJ0878
 DJ0878.Superseded values are not recommended for survey control.
 DJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0878.See file dsdata.txt to determine how the superseded data were derived.
 DJ0878
 DJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB504848(NAD 83)
 DJ0878_MARKER: DD = SURVEY DISK
 DJ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0878_STAMPING: BM 45V-277 (1966)
 DJ0878_MARK LOGO: MSHD  
 DJ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0878+STABILITY: SURFACE MOTION
 DJ0878
 DJ0878  HISTORY     - Date     Condition        Report By
 DJ0878  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0878  HISTORY     - 1983     GOOD             NGS
 DJ0878
 DJ0878                          STATION DESCRIPTION
 DJ0878
 DJ0878'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0878'1.15 MI SE FROM CRAWFORD.
 DJ0878'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0878'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0878'HIGHWAY 45 WEST, TURN RIGHT (SOUTHEAST) AND CONTINUE ON HIGHWAY 45
 DJ0878'WEST FOR 0.85 MILE TO A BLOCK BUILDING AND THE MARK ON THE LEFT AS
 DJ0878'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0878'CONCRETE POST.  IT IS 89.3 FEET NORTHEAST OF HIGHWAY 45 WEST OFFSET
 DJ0878'STATION NO. 662, 78.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DJ0878'BLOCK BUILDING, 45 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 8.3
 DJ0878'FEET NORTH OF A POWER POLE, 1.6 FEET NORTH OF A METAL WITNESS POST, 1
 DJ0878'FOOT BELOW THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 1 INCH.
 DJ0878
 DJ0878                          STATION RECOVERY (1983)
 DJ0878
 DJ0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0879 ***********************************************************************
 DJ0879  DESIGNATION -  45 V 278 MSHD
 DJ0879  PID         -  DJ0879
 DJ0879  STATE/COUNTY-  MS/LOWNDES
 DJ0879  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0879
 DJ0879                         *CURRENT SURVEY CONTROL
 DJ0879  ___________________________________________________________________
 DJ0879* NAD 83(1986)-  33 18 33.     (N)    088 37 22.     (W)     SCALED    
 DJ0879* NAVD 88     -        94.273  (meters)     309.29   (feet)  ADJUSTED  
 DJ0879  ___________________________________________________________________
 DJ0879  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0879  DYNAMIC HT  -          94.171 (meters)     308.96  (feet)  COMP
 DJ0879  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 DJ0879
 DJ0879  VERT ORDER  -  SECOND    CLASS 0
 DJ0879
 DJ0879.The horizontal coordinates were scaled from a topographic map and have
 DJ0879.an estimated accuracy of +/- 6 seconds.
 DJ0879
 DJ0879.The orthometric height was determined by differential leveling
 DJ0879.and adjusted in June 1991.
 DJ0879
 DJ0879.The geoid height was determined by GEOID03.
 DJ0879
 DJ0879.The dynamic height is computed by dividing the NAVD 88
 DJ0879.geopotential number by the normal gravity value computed on the
 DJ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0879.degrees latitude (g = 980.6199 gals.).
 DJ0879
 DJ0879.The modeled gravity was interpolated from observed gravity values.
 DJ0879
 DJ0879;                    North         East    Units  Estimated Accuracy
 DJ0879;SPC MS E     -   422,350.      319,610.      MT  (+/- 180 meters Scaled)
 DJ0879
 DJ0879                          SUPERSEDED SURVEY CONTROL
 DJ0879
 DJ0879  NGVD 29 (??/??/92)   94.233  (m)          309.16   (f) ADJ UNCH    2 0
 DJ0879
 DJ0879.Superseded values are not recommended for survey control.
 DJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0879.See file dsdata.txt to determine how the superseded data were derived.
 DJ0879
 DJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB489867(NAD 83)
 DJ0879_MARKER: DD = SURVEY DISK
 DJ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0879_STAMPING: BM 45V-278 (1966)
 DJ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0879+STABILITY: SURFACE MOTION
 DJ0879
 DJ0879  HISTORY     - Date     Condition        Report By
 DJ0879  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0879  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0879
 DJ0879                          STATION DESCRIPTION
 DJ0879
 DJ0879'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0879'1.0 MI NW FROM CRAWFORD.
 DJ0879'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0879'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0879'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0879'FOR 0.7 MILE TO A GREEN PAINTED STORE AND THE MARK ON THE LEFT AS
 DJ0879'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0879'CONCRETE POST.  IT IS 108 FEET NORTHWEST OF THE CORPORATION LIMIT
 DJ0879'SIGN, 58.5 FEET WEST OF HIGHWAY 45 WEST STATION NO. 743, 49.5 FEET
 DJ0879'WEST OF THE CENTER OF HIGHWAY 45 WEST, 22 FEET NORTHEAST OF A FLOOD
 DJ0879'LAMP POLE, 3.2 FEET NORTHEAST OF A FENCE CORNER, 1.6 FEET SOUTH OF A
 DJ0879'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 45 WEST, AND
 DJ0879'PROJECTS 3 INCHES.
 DJ0879
 DJ0879                          STATION RECOVERY (1983)
 DJ0879
 DJ0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0879'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0880 ***********************************************************************
 DJ0880  DESIGNATION -  45 V 279 MSHD
 DJ0880  PID         -  DJ0880
 DJ0880  STATE/COUNTY-  MS/LOWNDES
 DJ0880  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0880
 DJ0880                         *CURRENT SURVEY CONTROL
 DJ0880  ___________________________________________________________________
 DJ0880* NAD 83(1986)-  33 19 06.     (N)    088 37 32.     (W)     SCALED    
 DJ0880* NAVD 88     -        86.598  (meters)     284.11   (feet)  ADJUSTED  
 DJ0880  ___________________________________________________________________
 DJ0880  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ0880  DYNAMIC HT  -          86.504 (meters)     283.81  (feet)  COMP
 DJ0880  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 DJ0880
 DJ0880  VERT ORDER  -  FIRST     CLASS II
 DJ0880
 DJ0880.The horizontal coordinates were scaled from a topographic map and have
 DJ0880.an estimated accuracy of +/- 6 seconds.
 DJ0880
 DJ0880.The orthometric height was determined by differential leveling
 DJ0880.and adjusted in June 1991.
 DJ0880.WARNING-Repeat measurements at this control monument indicate possible
 DJ0880.vertical movement.
 DJ0880
 DJ0880.The geoid height was determined by GEOID03.
 DJ0880
 DJ0880.The dynamic height is computed by dividing the NAVD 88
 DJ0880.geopotential number by the normal gravity value computed on the
 DJ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0880.degrees latitude (g = 980.6199 gals.).
 DJ0880
 DJ0880.The modeled gravity was interpolated from observed gravity values.
 DJ0880
 DJ0880;                    North         East    Units  Estimated Accuracy
 DJ0880;SPC MS E     -   423,360.      319,350.      MT  (+/- 180 meters Scaled)
 DJ0880
 DJ0880                          SUPERSEDED SURVEY CONTROL
 DJ0880
 DJ0880  NGVD 29 (??/??/92)   86.521  (m)          283.86   (f) ADJ UNCH    1 2
 DJ0880
 DJ0880.Superseded values are not recommended for survey control.
 DJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0880.See file dsdata.txt to determine how the superseded data were derived.
 DJ0880
 DJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB486877(NAD 83)
 DJ0880_MARKER: DD = SURVEY DISK
 DJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0880_STAMPING: BM 45V-279
 DJ0880_MARK LOGO: MSHD  
 DJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0880+STABILITY: SURFACE MOTION
 DJ0880
 DJ0880  HISTORY     - Date     Condition        Report By
 DJ0880  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0880  HISTORY     - 1966     GOOD             MSHD
 DJ0880  HISTORY     - 1983     GOOD             NGS
 DJ0880
 DJ0880                          STATION DESCRIPTION
 DJ0880
 DJ0880'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0880'1.6 MI NW FROM CRAWFORD.
 DJ0880'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0880'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0880'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0880'FOR 1.3 MILES TO A DRIVEWAY LEFT AND THE MARK ON THE RIGHT AS
 DJ0880'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0880'CONCRETE POST.  IT IS 49.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST,
 DJ0880'2.4 FEET SOUTHEAST OF TELEPHONE POLE, 2 FEET NORTHWEST OF A METAL
 DJ0880'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND FLUSH
 DJ0880'WITH THE GROUND.
 DJ0880
 DJ0880                          STATION RECOVERY (1983)
 DJ0880
 DJ0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0880'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.4 FEET SOUTHEAST OF A
 DJ0880'TELEPHONE POLE, ADD 0.3 METER (1.0 FT) WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0442 ***********************************************************************
 BV0442  DESIGNATION -  45 V 28 MSHD
 BV0442  PID         -  BV0442
 BV0442  STATE/COUNTY-  MS/CLARKE
 BV0442  USGS QUAD   -  DE SOTO (1982)
 BV0442
 BV0442                         *CURRENT SURVEY CONTROL
 BV0442  ___________________________________________________________________
 BV0442* NAD 83(1986)-  31 59 14.     (N)    088 43 25.     (W)     SCALED    
 BV0442* NAVD 88     -        71.211  (meters)     233.63   (feet)  ADJUSTED  
 BV0442  ___________________________________________________________________
 BV0442  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BV0442  DYNAMIC HT  -          71.127 (meters)     233.36  (feet)  COMP
 BV0442  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 BV0442
 BV0442  VERT ORDER  -  SECOND    CLASS 0
 BV0442
 BV0442.The horizontal coordinates were scaled from a topographic map and have
 BV0442.an estimated accuracy of +/- 6 seconds.
 BV0442
 BV0442.The orthometric height was determined by differential leveling
 BV0442.and adjusted in June 1991.
 BV0442
 BV0442.The geoid height was determined by GEOID03.
 BV0442
 BV0442.The dynamic height is computed by dividing the NAVD 88
 BV0442.geopotential number by the normal gravity value computed on the
 BV0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0442.degrees latitude (g = 980.6199 gals.).
 BV0442
 BV0442.The modeled gravity was interpolated from observed gravity values.
 BV0442
 BV0442;                    North         East    Units  Estimated Accuracy
 BV0442;SPC MS E     -   275,740.      310,370.      MT  (+/- 180 meters Scaled)
 BV0442
 BV0442                          SUPERSEDED SURVEY CONTROL
 BV0442
 BV0442  NGVD 29 (??/??/??)   71.22   (m)          233.7    (f) RESET       3  
 BV0442
 BV0442.Superseded values are not recommended for survey control.
 BV0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0442.See file dsdata.txt to determine how the superseded data were derived.
 BV0442
 BV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA371403(NAD 83)
 BV0442_MARKER: DD = SURVEY DISK
 BV0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0442_STAMPING: BM 45V-28 1961
 BV0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0442+STABILITY: SURFACE MOTION
 BV0442
 BV0442  HISTORY     - Date     Condition        Report By
 BV0442  HISTORY     - 1961     MONUMENTED       MSHD
 BV0442  HISTORY     - 1964     GOOD             NGS
 BV0442  HISTORY     - 1980     MARK NOT FOUND   NGS
 BV0442
 BV0442                          STATION DESCRIPTION
 BV0442
 BV0442'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0442'3.8 MI S FROM QUITMAN.
 BV0442'THE MARK IS LOCATED ABOUT 3.8 MILES SOUTH OF QUITMAN, ALONG AND ON THE
 BV0442'WEST SIDE OF U.S. HIGHWAY 45 AND AT THE EASTERN EDGE OF A SPARSELY
 BV0442'WOODED AREA.  TO REACH THE MARK FROM THE POST OFFICE IN QUITMAN GO
 BV0442'SOUTH ON U.S. 45 FOR 3.65 MILES TO A WHITE HOUSE ON THE LEFT, CONTINUE
 BV0442'STRAIGHT AHEAD 0.1 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 BV0442'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-28 1961 SET IN THE
 BV0442'TOP OF A 12-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES. IT IS 51.5
 BV0442'FEET WEST OF THE CENTER OF THE HIGHWAY AND 6.5 FEET SOUTH OF A 20-INCH
 BV0442'PINE TREE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET SOUTH OF THE MARK.
 BV0442
 BV0442                          STATION RECOVERY (1964)
 BV0442
 BV0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0442'RECOVERED IN GOOD CONDITION.
 BV0442
 BV0442                          STATION RECOVERY (1980)
 BV0442
 BV0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0442'NOT RECOVERED, GAS PIPELINE NOW AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0881 ***********************************************************************
 DJ0881  DESIGNATION -  45 V 280 MSHD
 DJ0881  PID         -  DJ0881
 DJ0881  STATE/COUNTY-  MS/LOWNDES
 DJ0881  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0881
 DJ0881                         *CURRENT SURVEY CONTROL
 DJ0881  ___________________________________________________________________
 DJ0881* NAD 83(1986)-  33 19 48.     (N)    088 37 52.     (W)     SCALED    
 DJ0881* NAVD 88     -        86.958  (meters)     285.29   (feet)  ADJUSTED  
 DJ0881  ___________________________________________________________________
 DJ0881  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DJ0881  DYNAMIC HT  -          86.864 (meters)     284.99  (feet)  COMP
 DJ0881  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 DJ0881
 DJ0881  VERT ORDER  -  FIRST     CLASS II
 DJ0881
 DJ0881.The horizontal coordinates were scaled from a topographic map and have
 DJ0881.an estimated accuracy of +/- 6 seconds.
 DJ0881
 DJ0881.The orthometric height was determined by differential leveling
 DJ0881.and adjusted in June 1991.
 DJ0881
 DJ0881.The geoid height was determined by GEOID03.
 DJ0881
 DJ0881.The dynamic height is computed by dividing the NAVD 88
 DJ0881.geopotential number by the normal gravity value computed on the
 DJ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0881.degrees latitude (g = 980.6199 gals.).
 DJ0881
 DJ0881.The modeled gravity was interpolated from observed gravity values.
 DJ0881
 DJ0881;                    North         East    Units  Estimated Accuracy
 DJ0881;SPC MS E     -   424,660.      318,830.      MT  (+/- 180 meters Scaled)
 DJ0881
 DJ0881                          SUPERSEDED SURVEY CONTROL
 DJ0881
 DJ0881  NGVD 29 (??/??/92)   86.913  (m)          285.15   (f) ADJ UNCH    1 2
 DJ0881
 DJ0881.Superseded values are not recommended for survey control.
 DJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0881.See file dsdata.txt to determine how the superseded data were derived.
 DJ0881
 DJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB481890(NAD 83)
 DJ0881_MARKER: DB = BENCH MARK DISK
 DJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0881_STAMPING: BM 45V-280 (1966)
 DJ0881_MARK LOGO: MSHD  
 DJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0881+STABILITY: SURFACE MOTION
 DJ0881
 DJ0881  HISTORY     - Date     Condition        Report By
 DJ0881  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0881  HISTORY     - 1983     GOOD             NGS
 DJ0881
 DJ0881                          STATION DESCRIPTION
 DJ0881
 DJ0881'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0881'2.6 MI NW FROM CRAWFORD.
 DJ0881'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0881'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0881'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0881'FOR 2.3 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT AS
 DJ0881'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0881'CONCRETE POST.  IT IS 69 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 47
 DJ0881'FEET WEST OF HIGHWAY 45 WEST OF SET STATION NO. 823, 37.5 FEET WEST OF
 DJ0881'THE CENTER OF HIGHWAY 45 WEST, 7.5 FEET SOUTH OF A 12 INCH OAK, 4 FEET
 DJ0881'EAST OF A WOODEN FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 DJ0881'BELOW THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 3 INCHES.
 DJ0881
 DJ0881                          STATION RECOVERY (1983)
 DJ0881
 DJ0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0881'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 4 FEET EAST OF A WOODEN
 DJ0881'FENCE, ADD 21.95 METERS (72.0 FT) SOUTH OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0886 ***********************************************************************
 DJ0886  DESIGNATION -  45 V 281 MSHD
 DJ0886  PID         -  DJ0886
 DJ0886  STATE/COUNTY-  MS/LOWNDES
 DJ0886  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0886
 DJ0886                         *CURRENT SURVEY CONTROL
 DJ0886  ___________________________________________________________________
 DJ0886* NAD 83(1986)-  33 21 28.     (N)    088 38 22.     (W)     SCALED    
 DJ0886* NAVD 88     -        85.469  (meters)     280.41   (feet)  ADJUSTED  
 DJ0886  ___________________________________________________________________
 DJ0886  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DJ0886  DYNAMIC HT  -          85.376 (meters)     280.10  (feet)  COMP
 DJ0886  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 DJ0886
 DJ0886  VERT ORDER  -  SECOND    CLASS 0
 DJ0886
 DJ0886.The horizontal coordinates were scaled from a topographic map and have
 DJ0886.an estimated accuracy of +/- 6 seconds.
 DJ0886
 DJ0886.The orthometric height was determined by differential leveling
 DJ0886.and adjusted in June 1991.
 DJ0886
 DJ0886.The geoid height was determined by GEOID03.
 DJ0886
 DJ0886.The dynamic height is computed by dividing the NAVD 88
 DJ0886.geopotential number by the normal gravity value computed on the
 DJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0886.degrees latitude (g = 980.6199 gals.).
 DJ0886
 DJ0886.The modeled gravity was interpolated from observed gravity values.
 DJ0886
 DJ0886;                    North         East    Units  Estimated Accuracy
 DJ0886;SPC MS E     -   427,730.      318,050.      MT  (+/- 180 meters Scaled)
 DJ0886
 DJ0886                          SUPERSEDED SURVEY CONTROL
 DJ0886
 DJ0886  NGVD 29 (??/??/92)   85.413  (m)          280.23   (f) ADJ UNCH    2 0
 DJ0886
 DJ0886.Superseded values are not recommended for survey control.
 DJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0886.See file dsdata.txt to determine how the superseded data were derived.
 DJ0886
 DJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB474921(NAD 83)
 DJ0886_MARKER: DD = SURVEY DISK
 DJ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0886_STAMPING: BM 45V-281 (1966)
 DJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0886+STABILITY: SURFACE MOTION
 DJ0886
 DJ0886  HISTORY     - Date     Condition        Report By
 DJ0886  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0886  HISTORY     - 1977     GOOD             LOCSUR
 DJ0886  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0886
 DJ0886                          STATION DESCRIPTION
 DJ0886
 DJ0886'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0886'4.95 MI NW FROM CRAWFORD.
 DJ0886'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0886'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0886'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0886'FOR 4.65 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A
 DJ0886'DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 66.5
 DJ0886'FEET NORTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 941, 48.5 FEET
 DJ0886'EAST OF THE CENTER OF HIGHWAY 45 WEST, 78 FEET WEST OF A POWER POLE IN
 DJ0886'THE PASTURE, 18 FEET NORTHEAST OF A SMALL TELEPHONE POLE, 2.5 FEET
 DJ0886'WEST OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DJ0886'WITH HIGHWAY 45 WEST, AND PROJECTS 2 INCHES.
 DJ0886
 DJ0886                          STATION RECOVERY (1977)
 DJ0886
 DJ0886'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0886'RECOVERED IN GOOD CONDITION.
 DJ0886
 DJ0886                          STATION RECOVERY (1983)
 DJ0886
 DJ0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0886'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0887 ***********************************************************************
 DJ0887  DESIGNATION -  45 V 282 MSHD
 DJ0887  PID         -  DJ0887
 DJ0887  STATE/COUNTY-  MS/LOWNDES
 DJ0887  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0887
 DJ0887                         *CURRENT SURVEY CONTROL
 DJ0887  ___________________________________________________________________
 DJ0887* NAD 83(1986)-  33 22 18.     (N)    088 38 32.     (W)     SCALED    
 DJ0887* NAVD 88     -        85.816  (meters)     281.55   (feet)  ADJUSTED  
 DJ0887  ___________________________________________________________________
 DJ0887  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DJ0887  DYNAMIC HT  -          85.723 (meters)     281.24  (feet)  COMP
 DJ0887  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 DJ0887
 DJ0887  VERT ORDER  -  FIRST     CLASS II
 DJ0887
 DJ0887.The horizontal coordinates were scaled from a topographic map and have
 DJ0887.an estimated accuracy of +/- 6 seconds.
 DJ0887
 DJ0887.The orthometric height was determined by differential leveling
 DJ0887.and adjusted in June 1991.
 DJ0887
 DJ0887.The geoid height was determined by GEOID03.
 DJ0887
 DJ0887.The dynamic height is computed by dividing the NAVD 88
 DJ0887.geopotential number by the normal gravity value computed on the
 DJ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0887.degrees latitude (g = 980.6199 gals.).
 DJ0887
 DJ0887.The modeled gravity was interpolated from observed gravity values.
 DJ0887
 DJ0887;                    North         East    Units  Estimated Accuracy
 DJ0887;SPC MS E     -   429,270.      317,780.      MT  (+/- 180 meters Scaled)
 DJ0887
 DJ0887                          SUPERSEDED SURVEY CONTROL
 DJ0887
 DJ0887  NGVD 29 (??/??/92)   85.759  (m)          281.36   (f) ADJ UNCH    1 2
 DJ0887
 DJ0887.Superseded values are not recommended for survey control.
 DJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0887.See file dsdata.txt to determine how the superseded data were derived.
 DJ0887
 DJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB472936(NAD 83)
 DJ0887_MARKER: DD = SURVEY DISK
 DJ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0887_STAMPING: BM 45V-282 1966
 DJ0887_MARK LOGO: MSHD  
 DJ0887_PROJECTION: FLUSH
 DJ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0887+STABILITY: SURFACE MOTION
 DJ0887
 DJ0887  HISTORY     - Date     Condition        Report By
 DJ0887  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0887  HISTORY     - 1983     GOOD             NGS
 DJ0887
 DJ0887                          STATION DESCRIPTION
 DJ0887
 DJ0887'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0887'5.8 MI NW FROM CRAWFORD.
 DJ0887'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON AN
 DJ0887'ALL-WEATHER ROAD FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0887'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0887'FOR 5.5 MILES TO THE OAK RIDGE GROCERY AND THE MARK ON THE RIGHT AS
 DJ0887'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0887'CONCRETE POST.  IT IS 85 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 DJ0887'STORE, 56.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 51 FEET
 DJ0887'NORTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 984, 4.1 FEET
 DJ0887'SOUTHEAST OF A JAX BEER SIGN, 1.8 FEET SOUTHWEST OF A FENCE CORNER,
 DJ0887'1.3 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 DJ0887'HIGHWAY 45 WEST, AND PROJECTS 1 INCH.
 DJ0887
 DJ0887                          STATION RECOVERY (1983)
 DJ0887
 DJ0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0887'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 DJ0887'(0.3 MI) NORTHEAST ALONG A BLACKTOP ROAD FROM THE POST OFFICE IN
 DJ0887'CRAWFORD, THENCE 8.8 KM (5.5 MI) NORTHWEST ALONG STATE HIGHWAY 45,
 DJ0887'16.76 METERS (55.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0887'29.44 METERS (96.6 FT) NORTHWEST OF A FENCE CORNER, 6.40 METERS
 DJ0887'(21.0 FT) WEST OF A TELEPHONE JUNCTION BOX, 19.29 METERS (63.3 FT)
 DJ0887'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE.
 DJ0887'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DJ0887'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0888 ***********************************************************************
 DJ0888  DESIGNATION -  45 V 283 MSHD
 DJ0888  PID         -  DJ0888
 DJ0888  STATE/COUNTY-  MS/LOWNDES
 DJ0888  USGS QUAD   -  ARTESIA (1987)
 DJ0888
 DJ0888                         *CURRENT SURVEY CONTROL
 DJ0888  ___________________________________________________________________
 DJ0888* NAD 83(1986)-  33 23 00.     (N)    088 38 44.     (W)     SCALED    
 DJ0888* NAVD 88     -        85.210  (meters)     279.56   (feet)  ADJUSTED  
 DJ0888  ___________________________________________________________________
 DJ0888  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DJ0888  DYNAMIC HT  -          85.118 (meters)     279.26  (feet)  COMP
 DJ0888  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 DJ0888
 DJ0888  VERT ORDER  -  FIRST     CLASS II
 DJ0888
 DJ0888.The horizontal coordinates were scaled from a topographic map and have
 DJ0888.an estimated accuracy of +/- 6 seconds.
 DJ0888
 DJ0888.The orthometric height was determined by differential leveling
 DJ0888.and adjusted in June 1991.
 DJ0888
 DJ0888.The geoid height was determined by GEOID03.
 DJ0888
 DJ0888.The dynamic height is computed by dividing the NAVD 88
 DJ0888.geopotential number by the normal gravity value computed on the
 DJ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0888.degrees latitude (g = 980.6199 gals.).
 DJ0888
 DJ0888.The modeled gravity was interpolated from observed gravity values.
 DJ0888
 DJ0888;                    North         East    Units  Estimated Accuracy
 DJ0888;SPC MS E     -   430,570.      317,470.      MT  (+/- 180 meters Scaled)
 DJ0888
 DJ0888                          SUPERSEDED SURVEY CONTROL
 DJ0888
 DJ0888  NGVD 29 (??/??/92)   85.166  (m)          279.42   (f) ADJ UNCH    1 2
 DJ0888
 DJ0888.Superseded values are not recommended for survey control.
 DJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0888.See file dsdata.txt to determine how the superseded data were derived.
 DJ0888
 DJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB469949(NAD 83)
 DJ0888_MARKER: DD = SURVEY DISK
 DJ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0888_STAMPING: BM 45V-283 (1966)
 DJ0888_MARK LOGO: MSHD  
 DJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0888+STABILITY: SURFACE MOTION
 DJ0888
 DJ0888  HISTORY     - Date     Condition        Report By
 DJ0888  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0888  HISTORY     - 1977     GOOD             LOCSUR
 DJ0888  HISTORY     - 1983     GOOD             NGS
 DJ0888
 DJ0888                          STATION DESCRIPTION
 DJ0888
 DJ0888'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0888'6.6 MI NW FROM CRAWFORD.
 DJ0888'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0888'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0888'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0888'FOR 6.3 MILES TO A PASTURE ROAD LEFT AND THE MARK ON THE RIGHT AS
 DJ0888'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0888'CONCRETE POST.  IT IS 50.6 FEET SOUTHEAST OF HIGHWAY 45 WEST OFFSET
 DJ0888'STATION NO. 1022, 49.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST,
 DJ0888'32.5 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 12 FEET NORTH OF
 DJ0888'TELEPHONE POLE NO. 184, 2.5 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A
 DJ0888'METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 4
 DJ0888'INCHES.
 DJ0888
 DJ0888                          STATION RECOVERY (1977)
 DJ0888
 DJ0888'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0888'RECOVERED IN GOOD CONDITION.
 DJ0888
 DJ0888                          STATION RECOVERY (1983)
 DJ0888
 DJ0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0889 ***********************************************************************
 DJ0889  DESIGNATION -  45 V 284 MSHD
 DJ0889  PID         -  DJ0889
 DJ0889  STATE/COUNTY-  MS/LOWNDES
 DJ0889  USGS QUAD   -  ARTESIA (1987)
 DJ0889
 DJ0889                         *CURRENT SURVEY CONTROL
 DJ0889  ___________________________________________________________________
 DJ0889* NAD 83(1986)-  33 23 36.     (N)    088 38 50.     (W)     SCALED    
 DJ0889* NAVD 88     -        84.971  (meters)     278.78   (feet)  ADJUSTED  
 DJ0889  ___________________________________________________________________
 DJ0889  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ0889  DYNAMIC HT  -          84.879 (meters)     278.47  (feet)  COMP
 DJ0889  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DJ0889
 DJ0889  VERT ORDER  -  FIRST     CLASS II
 DJ0889
 DJ0889.The horizontal coordinates were scaled from a topographic map and have
 DJ0889.an estimated accuracy of +/- 6 seconds.
 DJ0889
 DJ0889.The orthometric height was determined by differential leveling
 DJ0889.and adjusted in June 1991.
 DJ0889
 DJ0889.The geoid height was determined by GEOID03.
 DJ0889
 DJ0889.The dynamic height is computed by dividing the NAVD 88
 DJ0889.geopotential number by the normal gravity value computed on the
 DJ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0889.degrees latitude (g = 980.6199 gals.).
 DJ0889
 DJ0889.The modeled gravity was interpolated from observed gravity values.
 DJ0889
 DJ0889;                    North         East    Units  Estimated Accuracy
 DJ0889;SPC MS E     -   431,680.      317,310.      MT  (+/- 180 meters Scaled)
 DJ0889
 DJ0889                          SUPERSEDED SURVEY CONTROL
 DJ0889
 DJ0889  NGVD 29 (??/??/92)   84.922  (m)          278.61   (f) ADJ UNCH    1 2
 DJ0889
 DJ0889.Superseded values are not recommended for survey control.
 DJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0889.See file dsdata.txt to determine how the superseded data were derived.
 DJ0889
 DJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB468961(NAD 83)
 DJ0889_MARKER: DD = SURVEY DISK
 DJ0889_SETTING: 0 = UNSPECIFIED SETTING
 DJ0889_STAMPING: BM 45V-284 (1966)
 DJ0889_MARK LOGO: MSHD  
 DJ0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0889
 DJ0889  HISTORY     - Date     Condition        Report By
 DJ0889  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0889  HISTORY     - 1983     GOOD             NGS
 DJ0889
 DJ0889                          STATION DESCRIPTION
 DJ0889
 DJ0889'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0889'7.3 MI NW FROM CRAWFORD.
 DJ0889'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0889'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0889'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0889'FOR 7.0 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 62 FEET
 DJ0889'SOUTHWEST OF HIGHWAY 45 WEST OFFSET STATION NO. 1059, 49.5 WEST OF THE
 DJ0889'CENTER OF HIGHWAY 45 WEST, 10 FEET SOUTHEAST OF A T FENCE CORNER, 9.5
 DJ0889'FEET NORTHEAST OF A POWER POLE, 3.5 FEET EAST OF A FENCE, 1.8 FEET
 DJ0889'SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 45
 DJ0889'WEST, AND PROJECTS 4 INCHES.
 DJ0889
 DJ0889                          STATION RECOVERY (1983)
 DJ0889
 DJ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0894 ***********************************************************************
 DJ0894  DESIGNATION -  45 V 285 MSHD
 DJ0894  PID         -  DJ0894
 DJ0894  STATE/COUNTY-  MS/LOWNDES
 DJ0894  USGS QUAD   -  ARTESIA (1987)
 DJ0894
 DJ0894                         *CURRENT SURVEY CONTROL
 DJ0894  ___________________________________________________________________
 DJ0894* NAD 83(1986)-  33 25 00.     (N)    088 39 12.     (W)     SCALED    
 DJ0894* NAVD 88     -        68.257  (meters)     223.94   (feet)  ADJUSTED  
 DJ0894  ___________________________________________________________________
 DJ0894  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ0894  DYNAMIC HT  -          68.183 (meters)     223.70  (feet)  COMP
 DJ0894  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 DJ0894
 DJ0894  VERT ORDER  -  FIRST     CLASS II
 DJ0894
 DJ0894.The horizontal coordinates were scaled from a topographic map and have
 DJ0894.an estimated accuracy of +/- 6 seconds.
 DJ0894
 DJ0894.The orthometric height was determined by differential leveling
 DJ0894.and adjusted in June 1991.
 DJ0894
 DJ0894.The geoid height was determined by GEOID03.
 DJ0894
 DJ0894.The dynamic height is computed by dividing the NAVD 88
 DJ0894.geopotential number by the normal gravity value computed on the
 DJ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0894.degrees latitude (g = 980.6199 gals.).
 DJ0894
 DJ0894.The modeled gravity was interpolated from observed gravity values.
 DJ0894
 DJ0894;                    North         East    Units  Estimated Accuracy
 DJ0894;SPC MS E     -   434,260.      316,740.      MT  (+/- 180 meters Scaled)
 DJ0894
 DJ0894                          SUPERSEDED SURVEY CONTROL
 DJ0894
 DJ0894  NGVD 29 (??/??/92)   68.218  (m)          223.81   (f) ADJ UNCH    1 2
 DJ0894
 DJ0894.Superseded values are not recommended for survey control.
 DJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0894.See file dsdata.txt to determine how the superseded data were derived.
 DJ0894
 DJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB462987(NAD 83)
 DJ0894_MARKER: DD = SURVEY DISK
 DJ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0894_STAMPING: BM 45V-285
 DJ0894_MARK LOGO: MSHD  
 DJ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0894+STABILITY: SURFACE MOTION
 DJ0894
 DJ0894  HISTORY     - Date     Condition        Report By
 DJ0894  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0894  HISTORY     - 1966     GOOD             MSHD
 DJ0894  HISTORY     - 1977     GOOD             LOCSUR
 DJ0894  HISTORY     - 1983     GOOD             NGS
 DJ0894
 DJ0894                          STATION DESCRIPTION
 DJ0894
 DJ0894'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0894'9.0 MI NW FROM CRAWFORD.
 DJ0894'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0894'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0894'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0894'FOR 8.7 MILES TO A RAILROAD CROSSING AND THE MARK ON THE RIGHT AS
 DJ0894'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0894'CONCRETE POST.  IT IS 72.5 FEET SOUTHEAST OF A RAILROAD STOP SIGN, 52
 DJ0894'FEET NORTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 45 FEET EAST OF
 DJ0894'THE CENTER OF HIGHWAY 45 WEST, 43 FEET NORTH OF THE NORTH RAIL, 39.3
 DJ0894'FEET NORTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 1143, 5 FEET
 DJ0894'NORTH OF TELEPHONE POLE NEAR A FENCE CORNER, 4.5 FEET WEST OF A FENCE,
 DJ0894'2.2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 DJ0894'HIGHWAY 45 WEST, AND PROJECTS 2 INCHES.
 DJ0894
 DJ0894                          STATION RECOVERY (1977)
 DJ0894
 DJ0894'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0894'RECOVERED IN GOOD CONDITION.
 DJ0894
 DJ0894                          STATION RECOVERY (1983)
 DJ0894
 DJ0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0894'RECOVERED IN GOOD CONDITION.  NOTE, DELETE IT IS 72.5 FEET SOUTHEAST
 DJ0894'OF A RAILROAD STOP SIGN, 52 FEET NORTHEAST OF THE CENTER OF THE
 DJ0894'RAILROAD CROSSING, 43 FEET NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0899 ***********************************************************************
 DJ0899  DESIGNATION -  45 V 286 MSHD
 DJ0899  PID         -  DJ0899
 DJ0899  STATE/COUNTY-  MS/LOWNDES
 DJ0899  USGS QUAD   -  ARTESIA (1987)
 DJ0899
 DJ0899                         *CURRENT SURVEY CONTROL
 DJ0899  ___________________________________________________________________
 DJ0899* NAD 83(1986)-  33 25 24.     (N)    088 39 14.     (W)     SCALED    
 DJ0899* NAVD 88     -        64.760  (meters)     212.47   (feet)  ADJUSTED  
 DJ0899  ___________________________________________________________________
 DJ0899  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DJ0899  DYNAMIC HT  -          64.691 (meters)     212.24  (feet)  COMP
 DJ0899  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DJ0899
 DJ0899  VERT ORDER  -  FIRST     CLASS II
 DJ0899
 DJ0899.The horizontal coordinates were scaled from a topographic map and have
 DJ0899.an estimated accuracy of +/- 6 seconds.
 DJ0899
 DJ0899.The orthometric height was determined by differential leveling
 DJ0899.and adjusted in June 1991.
 DJ0899
 DJ0899.The geoid height was determined by GEOID03.
 DJ0899
 DJ0899.The dynamic height is computed by dividing the NAVD 88
 DJ0899.geopotential number by the normal gravity value computed on the
 DJ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0899.degrees latitude (g = 980.6199 gals.).
 DJ0899
 DJ0899.The modeled gravity was interpolated from observed gravity values.
 DJ0899
 DJ0899;                    North         East    Units  Estimated Accuracy
 DJ0899;SPC MS E     -   435,000.      316,690.      MT  (+/- 180 meters Scaled)
 DJ0899
 DJ0899                          SUPERSEDED SURVEY CONTROL
 DJ0899
 DJ0899  NGVD 29 (??/??/92)   64.718  (m)          212.33   (f) ADJ UNCH    1 2
 DJ0899
 DJ0899.Superseded values are not recommended for survey control.
 DJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0899.See file dsdata.txt to determine how the superseded data were derived.
 DJ0899
 DJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB462994(NAD 83)
 DJ0899_MARKER: DD = SURVEY DISK
 DJ0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0899_SP_SET: ABUTMENT
 DJ0899_STAMPING: BM 45V-286 (1966)
 DJ0899_MARK LOGO: MSHD  
 DJ0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0899
 DJ0899  HISTORY     - Date     Condition        Report By
 DJ0899  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0899  HISTORY     - 1983     GOOD             NGS
 DJ0899
 DJ0899                          STATION DESCRIPTION
 DJ0899
 DJ0899'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0899'9.5 MI NW FROM CRAWFORD.
 DJ0899'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0899'BLACKTOP ROAD FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0899'45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST FOR 9.2
 DJ0899'MILES TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT IN THE SOUTHWEST
 DJ0899'ABUTMENT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE. IT IS
 DJ0899'73.5 FEET NORTHWEST OF HIGHWAY 45 WEST OFFSET STATION NO. 1171, 14.5
 DJ0899'FEET WEST OF THE CENTER OF HIGHWAY 45 WEST, 1.2 FEET NORTH OF A METAL
 DJ0899'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND FLUSH WITH THE
 DJ0899'GROUND.
 DJ0899
 DJ0899                          STATION RECOVERY (1983)
 DJ0899
 DJ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0900 ***********************************************************************
 DJ0900  DESIGNATION -  45 V 287 MSHD
 DJ0900  PID         -  DJ0900
 DJ0900  STATE/COUNTY-  MS/LOWNDES
 DJ0900  USGS QUAD   -  ARTESIA (1987)
 DJ0900
 DJ0900                         *CURRENT SURVEY CONTROL
 DJ0900  ___________________________________________________________________
 DJ0900* NAD 83(1986)-  33 25 56.     (N)    088 39 18.     (W)     SCALED    
 DJ0900* NAVD 88     -        64.939  (meters)     213.05   (feet)  ADJUSTED  
 DJ0900  ___________________________________________________________________
 DJ0900  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ0900  DYNAMIC HT  -          64.869 (meters)     212.82  (feet)  COMP
 DJ0900  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DJ0900
 DJ0900  VERT ORDER  -  FIRST     CLASS II
 DJ0900
 DJ0900.The horizontal coordinates were scaled from a topographic map and have
 DJ0900.an estimated accuracy of +/- 6 seconds.
 DJ0900
 DJ0900.The orthometric height was determined by differential leveling
 DJ0900.and adjusted in June 1991.
 DJ0900
 DJ0900.The geoid height was determined by GEOID03.
 DJ0900
 DJ0900.The dynamic height is computed by dividing the NAVD 88
 DJ0900.geopotential number by the normal gravity value computed on the
 DJ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0900.degrees latitude (g = 980.6199 gals.).
 DJ0900
 DJ0900.The modeled gravity was interpolated from observed gravity values.
 DJ0900
 DJ0900;                    North         East    Units  Estimated Accuracy
 DJ0900;SPC MS E     -   435,990.      316,580.      MT  (+/- 180 meters Scaled)
 DJ0900
 DJ0900                          SUPERSEDED SURVEY CONTROL
 DJ0900
 DJ0900  NGVD 29 (??/??/92)   64.898  (m)          212.92   (f) ADJ UNCH    1 2
 DJ0900
 DJ0900.Superseded values are not recommended for survey control.
 DJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0900.See file dsdata.txt to determine how the superseded data were derived.
 DJ0900
 DJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC461004(NAD 83)
 DJ0900_MARKER: DD = SURVEY DISK
 DJ0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0900_SP_SET: ABUTMENT
 DJ0900_STAMPING: BM 45V-287
 DJ0900_MARK LOGO: MSHD  
 DJ0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0900
 DJ0900  HISTORY     - Date     Condition        Report By
 DJ0900  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0900  HISTORY     - 1966     GOOD             MSHD
 DJ0900  HISTORY     - 1981     GOOD             LOCSUR
 DJ0900  HISTORY     - 1983     GOOD             NGS
 DJ0900
 DJ0900                          STATION DESCRIPTION
 DJ0900
 DJ0900'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0900'10.1 MI NW FROM CRAWFORD.
 DJ0900'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0900'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0900'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0900'FOR 8.7 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE RIGH IN THE
 DJ0900'NORTHEAST ABUTMENT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0900'HOLE.  IT IS 15 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 13.3 FEET
 DJ0900'SOUTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 1200, 1.3 FEET SOUTH
 DJ0900'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND FLUSH
 DJ0900'WITH THE GROUND.
 DJ0900
 DJ0900                          STATION RECOVERY (1981)
 DJ0900
 DJ0900'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0900'RECOVERED IN GOOD CONDITION.
 DJ0900
 DJ0900                          STATION RECOVERY (1983)
 DJ0900
 DJ0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0900'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 8.7 MILES, ADD 9.7 MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0901 ***********************************************************************
 DJ0901  DESIGNATION -  45 V 288 MSHD
 DJ0901  PID         -  DJ0901
 DJ0901  STATE/COUNTY-  MS/LOWNDES
 DJ0901  USGS QUAD   -  ARTESIA (1987)
 DJ0901
 DJ0901                         *CURRENT SURVEY CONTROL
 DJ0901  ___________________________________________________________________
 DJ0901* NAD 83(1986)-  33 26 38.     (N)    088 39 32.     (W)     SCALED    
 DJ0901* NAVD 88     -        64.269  (meters)     210.86   (feet)  ADJUSTED  
 DJ0901  ___________________________________________________________________
 DJ0901  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0901  DYNAMIC HT  -          64.200 (meters)     210.63  (feet)  COMP
 DJ0901  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DJ0901
 DJ0901  VERT ORDER  -  FIRST     CLASS II
 DJ0901
 DJ0901.The horizontal coordinates were scaled from a topographic map and have
 DJ0901.an estimated accuracy of +/- 6 seconds.
 DJ0901
 DJ0901.The orthometric height was determined by differential leveling
 DJ0901.and adjusted in June 1991.
 DJ0901
 DJ0901.The geoid height was determined by GEOID03.
 DJ0901
 DJ0901.The dynamic height is computed by dividing the NAVD 88
 DJ0901.geopotential number by the normal gravity value computed on the
 DJ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0901.degrees latitude (g = 980.6199 gals.).
 DJ0901
 DJ0901.The modeled gravity was interpolated from observed gravity values.
 DJ0901
 DJ0901;                    North         East    Units  Estimated Accuracy
 DJ0901;SPC MS E     -   437,280.      316,220.      MT  (+/- 180 meters Scaled)
 DJ0901
 DJ0901                          SUPERSEDED SURVEY CONTROL
 DJ0901
 DJ0901  NGVD 29 (??/??/92)   64.231  (m)          210.73   (f) ADJ UNCH    1 2
 DJ0901
 DJ0901.Superseded values are not recommended for survey control.
 DJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0901.See file dsdata.txt to determine how the superseded data were derived.
 DJ0901
 DJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC458017(NAD 83)
 DJ0901_MARKER: DD = SURVEY DISK
 DJ0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0901_SP_SET: ABUTMENT
 DJ0901_STAMPING: BM 45V-288 (1966)
 DJ0901_MARK LOGO: MSHD  
 DJ0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0901
 DJ0901  HISTORY     - Date     Condition        Report By
 DJ0901  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0901  HISTORY     - 1981     GOOD             LOCSUR
 DJ0901  HISTORY     - 1983     GOOD             NGS
 DJ0901
 DJ0901                          STATION DESCRIPTION
 DJ0901
 DJ0901'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0901'10.9 MI NW FROM CRAWFORD.
 DJ0901'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0901'BLACKTOP ROAD FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0901'45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST FOR
 DJ0901'10.6 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT IN THE
 DJ0901'SOUTHWEST ABUTMENT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0901'HOLE.  IT IS 15 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST, 1.5 FEET
 DJ0901'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND
 DJ0901'FLUSH WITH THE GROUND.
 DJ0901
 DJ0901                          STATION RECOVERY (1981)
 DJ0901
 DJ0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0901'RECOVERED IN GOOD CONDITION.
 DJ0901
 DJ0901                          STATION RECOVERY (1983)
 DJ0901
 DJ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0902 ***********************************************************************
 DJ0902  DESIGNATION -  45 V 289 MSHD
 DJ0902  PID         -  DJ0902
 DJ0902  STATE/COUNTY-  MS/LOWNDES
 DJ0902  USGS QUAD   -  ARTESIA (1987)
 DJ0902
 DJ0902                         *CURRENT SURVEY CONTROL
 DJ0902  ___________________________________________________________________
 DJ0902* NAD 83(1986)-  33 27 10.     (N)    088 39 40.     (W)     SCALED    
 DJ0902* NAVD 88     -        63.762  (meters)     209.19   (feet)  ADJUSTED  
 DJ0902  ___________________________________________________________________
 DJ0902  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0902  DYNAMIC HT  -          63.693 (meters)     208.97  (feet)  COMP
 DJ0902  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DJ0902
 DJ0902  VERT ORDER  -  FIRST     CLASS II
 DJ0902
 DJ0902.The horizontal coordinates were scaled from a topographic map and have
 DJ0902.an estimated accuracy of +/- 6 seconds.
 DJ0902
 DJ0902.The orthometric height was determined by differential leveling
 DJ0902.and adjusted in June 1991.
 DJ0902
 DJ0902.The geoid height was determined by GEOID03.
 DJ0902
 DJ0902.The dynamic height is computed by dividing the NAVD 88
 DJ0902.geopotential number by the normal gravity value computed on the
 DJ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0902.degrees latitude (g = 980.6199 gals.).
 DJ0902
 DJ0902.The modeled gravity was interpolated from observed gravity values.
 DJ0902
 DJ0902;                    North         East    Units  Estimated Accuracy
 DJ0902;SPC MS E     -   438,270.      316,010.      MT  (+/- 180 meters Scaled)
 DJ0902
 DJ0902                          SUPERSEDED SURVEY CONTROL
 DJ0902
 DJ0902  NGVD 29 (??/??/92)   63.724  (m)          209.07   (f) ADJ UNCH    1 2
 DJ0902
 DJ0902.Superseded values are not recommended for survey control.
 DJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0902.See file dsdata.txt to determine how the superseded data were derived.
 DJ0902
 DJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC456027(NAD 83)
 DJ0902_MARKER: DD = SURVEY DISK
 DJ0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0902_SP_SET: ABUTMENT
 DJ0902_STAMPING: BM 45V-289 (1966)
 DJ0902_MARK LOGO: MSHD  
 DJ0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0902
 DJ0902  HISTORY     - Date     Condition        Report By
 DJ0902  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0902  HISTORY     - 1983     GOOD             NGS
 DJ0902
 DJ0902                          STATION DESCRIPTION
 DJ0902
 DJ0902'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0902'11.6 MI NW FROM CRAWFORD.
 DJ0902'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0902'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0902'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0902'FOR 11.3 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT IN THE
 DJ0902'NORTHEAST ABUTMENT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0902'HOLE.  IT IS 15 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 1.4 FEET
 DJ0902'SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45
 DJ0902'WEST, AND FLUSH WITH THE GROUND.
 DJ0902
 DJ0902                          STATION RECOVERY (1983)
 DJ0902
 DJ0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0541 ***********************************************************************
 CO0541  DESIGNATION -  45 V 29
 CO0541  PID         -  CO0541
 CO0541  STATE/COUNTY-  MS/CLARKE
 CO0541  USGS QUAD   -  QUITMAN (1983)
 CO0541
 CO0541                         *CURRENT SURVEY CONTROL
 CO0541  ___________________________________________________________________
 CO0541* NAD 83(1986)-  32 00 45.     (N)    088 43 48.     (W)     SCALED    
 CO0541* NAVD 88     -        69.852  (meters)     229.17   (feet)  ADJUSTED  
 CO0541  ___________________________________________________________________
 CO0541  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO0541  DYNAMIC HT  -          69.769 (meters)     228.90  (feet)  COMP
 CO0541  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 CO0541
 CO0541  VERT ORDER  -  FIRST     CLASS II
 CO0541
 CO0541.The horizontal coordinates were scaled from a topographic map and have
 CO0541.an estimated accuracy of +/- 6 seconds.
 CO0541
 CO0541.The orthometric height was determined by differential leveling
 CO0541.and adjusted in June 1991.
 CO0541
 CO0541.The geoid height was determined by GEOID03.
 CO0541
 CO0541.The dynamic height is computed by dividing the NAVD 88
 CO0541.geopotential number by the normal gravity value computed on the
 CO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0541.degrees latitude (g = 980.6199 gals.).
 CO0541
 CO0541.The modeled gravity was interpolated from observed gravity values.
 CO0541
 CO0541;                    North         East    Units  Estimated Accuracy
 CO0541;SPC MS E     -   278,540.      309,760.      MT  (+/- 180 meters Scaled)
 CO0541
 CO0541                          SUPERSEDED SURVEY CONTROL
 CO0541
 CO0541  NGVD 29 (??/??/??)   69.832  (m)          229.11   (f) ADJUSTED    1 2
 CO0541
 CO0541.Superseded values are not recommended for survey control.
 CO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0541.See file dsdata.txt to determine how the superseded data were derived.
 CO0541
 CO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA366431(NAD 83)
 CO0541_MARKER: DD = SURVEY DISK
 CO0541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0541_SP_SET: BRIDGE RAILING
 CO0541_STAMPING: BM 45V-29 1961
 CO0541_MARK LOGO: MSHD  
 CO0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0541+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 CO0541
 CO0541  HISTORY     - Date     Condition        Report By
 CO0541  HISTORY     - 1961     MONUMENTED       MSHD
 CO0541  HISTORY     - 1964     GOOD             NGS
 CO0541  HISTORY     - 1980     GOOD             NGS
 CO0541  HISTORY     - 19900530 GOOD             MSHD
 CO0541  HISTORY     - 20080324 GOOD             MSHD
 CO0541
 CO0541                          STATION DESCRIPTION
 CO0541
 CO0541'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0541'1.8 MI S FROM QUITMAN.
 CO0541'THE MARK IS LOCATED ABOUT 1.8 MILES SOUTH OF QUITMAN, ON THE WEST SIDE
 CO0541'OF U.S. HIGHWAY 45, IN THE BASE OF AND AT THE NORTH END OF THE WEST
 CO0541'RAILING OF A CONCRETE BRIDGE SPANNING THE CHICKASAWHAY RIVER. TO REACH
 CO0541'THE MARK FROM THE POST OFFICE IN QUITMAN GO SOUTH ON U.S. 45 FOR 1.9
 CO0541'MILES TO THE BRIDGE AND THE MARK AS DESCRIBED.  THE MARK IS A STANDARD
 CO0541'MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-29 1961 AND IS SET IN
 CO0541'CEMENT IN A DRILL HOLE FLUSH WITH THE BASE OF THE RAILING.
 CO0541
 CO0541                          STATION RECOVERY (1964)
 CO0541
 CO0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0541'RECOVERED IN GOOD CONDITION.
 CO0541
 CO0541                          STATION RECOVERY (1980)
 CO0541
 CO0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0541'RECOVERED IN GOOD CONDITION.
 CO0541
 CO0541                          STATION RECOVERY (1990)
 CO0541
 CO0541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0541'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF QUITMAN IN THE U.S.
 CO0541'HIGHWAY 45 BRIDGE OVER THE CHICKASAWAY RIVER, 0.45 MI (0.72 KM) NORTH
 CO0541'OF THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 18 LEADING WEST
 CO0541'AND IS IN SECTION 14, T 2N, R 15E.
 CO0541'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO0541'FOR 2.0 MI (3.2 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
 CO0541'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE BASE OF THE NORTH END
 CO0541'OF THE CURVED PORTION OF THE WEST RAILING OF A CONCRETE BRIDGE, ABOUT
 CO0541'LEVEL WITH THE HIGHWAY, 16.5 FT (5.0 M) WEST OF THE CENTER OF HIGHWAY
 CO0541'AND 1.3 FT (0.4 M) SOUTHEAST OF THE NORTHWEST END OF THE RAILING.
 CO0541
 CO0541                          STATION RECOVERY (2008)
 CO0541
 CO0541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 CO0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0903 ***********************************************************************
 DJ0903  DESIGNATION -  45 V 290 MSHD
 DJ0903  PID         -  DJ0903
 DJ0903  STATE/COUNTY-  MS/LOWNDES
 DJ0903  USGS QUAD   -  ARTESIA (1987)
 DJ0903
 DJ0903                         *CURRENT SURVEY CONTROL
 DJ0903  ___________________________________________________________________
 DJ0903* NAD 83(1986)-  33 27 50.     (N)    088 39 34.     (W)     SCALED    
 DJ0903* NAVD 88     -        69.014  (meters)     226.42   (feet)  ADJUSTED  
 DJ0903  ___________________________________________________________________
 DJ0903  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0903  DYNAMIC HT  -          68.940 (meters)     226.18  (feet)  COMP
 DJ0903  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DJ0903
 DJ0903  VERT ORDER  -  FIRST     CLASS II
 DJ0903
 DJ0903.The horizontal coordinates were scaled from a topographic map and have
 DJ0903.an estimated accuracy of +/- 6 seconds.
 DJ0903
 DJ0903.The orthometric height was determined by differential leveling
 DJ0903.and adjusted in June 1991.
 DJ0903
 DJ0903.The geoid height was determined by GEOID03.
 DJ0903
 DJ0903.The dynamic height is computed by dividing the NAVD 88
 DJ0903.geopotential number by the normal gravity value computed on the
 DJ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0903.degrees latitude (g = 980.6199 gals.).
 DJ0903
 DJ0903.The modeled gravity was interpolated from observed gravity values.
 DJ0903
 DJ0903;                    North         East    Units  Estimated Accuracy
 DJ0903;SPC MS E     -   439,500.      316,160.      MT  (+/- 180 meters Scaled)
 DJ0903
 DJ0903                          SUPERSEDED SURVEY CONTROL
 DJ0903
 DJ0903  NGVD 29 (??/??/92)   68.978  (m)          226.31   (f) ADJ UNCH    1 2
 DJ0903
 DJ0903.Superseded values are not recommended for survey control.
 DJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0903.See file dsdata.txt to determine how the superseded data were derived.
 DJ0903
 DJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC457039(NAD 83)
 DJ0903_MARKER: DD = SURVEY DISK
 DJ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0903_STAMPING: BM 45V-290 (1966)
 DJ0903_MARK LOGO: MSHD  
 DJ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0903+STABILITY: SURFACE MOTION
 DJ0903
 DJ0903  HISTORY     - Date     Condition        Report By
 DJ0903  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0903  HISTORY     - 1983     GOOD             NGS
 DJ0903
 DJ0903                          STATION DESCRIPTION
 DJ0903
 DJ0903'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0903'10.8 MI S FROM WEST POINT.
 DJ0903'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0903'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0903'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 9.1 MILES
 DJ0903'TO THE INTERSECTION OF U.S. HIGHWAY 82, CONTINUE SOUTH ON HIGHWAY 45
 DJ0903'WEST FOR 1.05 MILES TO THE MARK ON THE LEFT JUST PAST A CROSSROADS.
 DJ0903'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 DJ0903'IT IS 49 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 40.4 FEET EAST OF
 DJ0903'HIGHWAY 45 WEST OFFSET STATION NO. 1319, 6.1 FEET NORTH OF A
 DJ0903'RIGHT-OF-WAY MARKER, 2.1 FEET NORTH OF A METAL WITNESS POST, 1 FOOT
 DJ0903'ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 4 INCHES.
 DJ0903
 DJ0903                          STATION RECOVERY (1983)
 DJ0903
 DJ0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0903'RECOVERED IN GOOD CONDITION.  NOTE, ADD ALSO, 0.5 KM (0.3 MI)
 DJ0903'NORTHEAST ALONG A BLACKTOP ROAD FROM THE POST OFFICE IN CRAWFORD TO
 DJ0903'THE JUNCTION OF STATE HIGHWAY 45, THENCE 19.5 KM (12.1 MI) NORTHWEST
 DJ0903'ALONG STATE HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0906 ***********************************************************************
 DJ0906  DESIGNATION -  45 V 291 MSHD
 DJ0906  PID         -  DJ0906
 DJ0906  STATE/COUNTY-  MS/LOWNDES
 DJ0906  USGS QUAD   -  ARTESIA (1987)
 DJ0906
 DJ0906                         *CURRENT SURVEY CONTROL
 DJ0906  ___________________________________________________________________
 DJ0906* NAD 83(1986)-  33 29 10.     (N)    088 39 30.     (W)     SCALED    
 DJ0906* NAVD 88     -        82.133  (meters)     269.46   (feet)  ADJUSTED  
 DJ0906  ___________________________________________________________________
 DJ0906  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0906  DYNAMIC HT  -          82.045 (meters)     269.18  (feet)  COMP
 DJ0906  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DJ0906
 DJ0906  VERT ORDER  -  SECOND    CLASS 0
 DJ0906
 DJ0906.The horizontal coordinates were scaled from a topographic map and have
 DJ0906.an estimated accuracy of +/- 6 seconds.
 DJ0906
 DJ0906.The orthometric height was determined by differential leveling
 DJ0906.and adjusted in June 1991.
 DJ0906
 DJ0906.The geoid height was determined by GEOID03.
 DJ0906
 DJ0906.The dynamic height is computed by dividing the NAVD 88
 DJ0906.geopotential number by the normal gravity value computed on the
 DJ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0906.degrees latitude (g = 980.6199 gals.).
 DJ0906
 DJ0906.The modeled gravity was interpolated from observed gravity values.
 DJ0906
 DJ0906;                    North         East    Units  Estimated Accuracy
 DJ0906;SPC MS E     -   441,960.      316,260.      MT  (+/- 180 meters Scaled)
 DJ0906
 DJ0906                          SUPERSEDED SURVEY CONTROL
 DJ0906
 DJ0906  NGVD 29 (??/??/92)   82.098  (m)          269.35   (f) ADJ UNCH    2 0
 DJ0906
 DJ0906.Superseded values are not recommended for survey control.
 DJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0906.See file dsdata.txt to determine how the superseded data were derived.
 DJ0906
 DJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459064(NAD 83)
 DJ0906_MARKER: DD = SURVEY DISK
 DJ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0906_STAMPING: BM 45V-291 (1966)
 DJ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0906+STABILITY: SURFACE MOTION
 DJ0906
 DJ0906  HISTORY     - Date     Condition        Report By
 DJ0906  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0906  HISTORY     - 1980     GOOD             LOCSUR
 DJ0906  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0906
 DJ0906                          STATION DESCRIPTION
 DJ0906
 DJ0906'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0906'9.15 MI S FROM WEST POINT.
 DJ0906'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0906'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0906'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ0906'TO A CROSSROADS, CONTINUE SOUTH ON HIGHWAYY 45 WEST FOR 3.0 MILES TO
 DJ0906'THE TOP OF A HILL AND THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS
 DJ0906'A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 52
 DJ0906'FEET SOUTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 1403, 51 FEET
 DJ0906'EAST OF THE CENTER OF HIGHWAY 45 WEST, 4 FEET SOUTH OF A RIGHT-OF-WAY
 DJ0906'MARKER, 1.6 FEET NORTH OF A METAL WITNESS POST, 1.4 FEET WEST OF A
 DJ0906'FENCE, 4 FEET ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 2
 DJ0906'INCHES.
 DJ0906
 DJ0906                          STATION RECOVERY (1980)
 DJ0906
 DJ0906'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 DJ0906'RECOVERED IN GOOD CONDITION.
 DJ0906
 DJ0906                          STATION RECOVERY (1983)
 DJ0906
 DJ0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0906'SEARCHED FOR, BUT NOT RECOVERED, PROBABLY DESTROYED BY ROAD
 DJ0906'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0907 ***********************************************************************
 DJ0907  DESIGNATION -  45 V 291 RESET 1973
 DJ0907  PID         -  DJ0907
 DJ0907  STATE/COUNTY-  MS/LOWNDES
 DJ0907  USGS QUAD   -  ARTESIA (1987)
 DJ0907
 DJ0907                         *CURRENT SURVEY CONTROL
 DJ0907  ___________________________________________________________________
 DJ0907* NAD 83(1986)-  33 28 46.     (N)    088 39 27.     (W)     SCALED    
 DJ0907* NAVD 88     -        81.00   (meters)     265.7    (feet)  RESET     
 DJ0907  ___________________________________________________________________
 DJ0907  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DJ0907  VERT ORDER  -  THIRD
 DJ0907
 DJ0907.The horizontal coordinates were scaled from a topographic map and have
 DJ0907.an estimated accuracy of +/- 6 seconds.
 DJ0907
 DJ0907.The orthometric height was computed from unverified reset data.
 DJ0907.No vertical observational check was made to the station.
 DJ0907
 DJ0907.The geoid height was determined by GEOID03.
 DJ0907
 DJ0907;                    North         East    Units  Estimated Accuracy
 DJ0907;SPC MS E     -   441,230.      316,340.      MT  (+/- 180 meters Scaled)
 DJ0907
 DJ0907                          SUPERSEDED SURVEY CONTROL
 DJ0907
 DJ0907  NGVD 29 (08/12/04)   80.97   (m)          265.6    (f) RESET       3  
 DJ0907
 DJ0907.Superseded values are not recommended for survey control.
 DJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0907.See file dsdata.txt to determine how the superseded data were derived.
 DJ0907
 DJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459056(NAD 83)
 DJ0907_MARKER: DB = BENCH MARK DISK
 DJ0907_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DJ0907_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DJ0907_STAMPING: 45V291 RESET 1973
 DJ0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0907
 DJ0907  HISTORY     - Date     Condition        Report By
 DJ0907  HISTORY     - 1973     MONUMENTED       NGS
 DJ0907
 DJ0907                          STATION DESCRIPTION
 DJ0907
 DJ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DJ0907'9.15 MI SW FROM WEST POINT.
 DJ0907'TO REACH FROM THE POST OFFICE IN WEST POINT GO WEST ON BROAD STREET
 DJ0907'FOR 0.65 MILE TO MISSISSIPPI HIGHWAY 45 W. TURN LEFT AND GO SOUTH ON
 DJ0907'STATE HIGHWAY 45 W FOR 8.5 MILES TO THE TOP OF THE HILL AND ITS
 DJ0907'INTERSECTION WITH U.S. HIGHWAY 82 AND THE MARK IN THE NORTHEAST
 DJ0907'QUADRANT.  IT IS 0.6 MILE NORTH OF MAYHEW JUNCTION, 219 FEET EAST OF
 DJ0907'THE CENTER OF THE EAST LANE OF STATE HIGHWAY 45W, 178 FEET NORTH OF
 DJ0907'THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82 AND 1 FOOT SOUTHWEST
 DJ0907'OF A METAL WITNESS POST.  IT IS A SHORT TYPE ROD MARK FLUSH WITH THE
 DJ0907'GROUND AND IS STAMPED 45 V 291 1966 RESET 1973.  NOTE-- BENCH MARK
 DJ0907'45V291 1966 (MSHD) WAS DESTROYED AFTER A NEW MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0908 ***********************************************************************
 DJ0908  DESIGNATION -  45 V 292 MSHD
 DJ0908  PID         -  DJ0908
 DJ0908  STATE/COUNTY-  MS/LOWNDES
 DJ0908  USGS QUAD   -  ARTESIA (1987)
 DJ0908
 DJ0908                         *CURRENT SURVEY CONTROL
 DJ0908  ___________________________________________________________________
 DJ0908* NAD 83(1986)-  33 29 58.     (N)    088 39 32.     (W)     SCALED    
 DJ0908* NAVD 88     -        75.705  (meters)     248.38   (feet)  ADJUSTED  
 DJ0908  ___________________________________________________________________
 DJ0908  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0908  DYNAMIC HT  -          75.625 (meters)     248.11  (feet)  COMP
 DJ0908  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 DJ0908
 DJ0908  VERT ORDER  -  FIRST     CLASS II
 DJ0908
 DJ0908.The horizontal coordinates were scaled from a topographic map and have
 DJ0908.an estimated accuracy of +/- 6 seconds.
 DJ0908
 DJ0908.The orthometric height was determined by differential leveling
 DJ0908.and adjusted in June 1991.
 DJ0908.WARNING-Repeat measurements at this control monument indicate possible
 DJ0908.vertical movement.
 DJ0908
 DJ0908.The geoid height was determined by GEOID03.
 DJ0908
 DJ0908.The dynamic height is computed by dividing the NAVD 88
 DJ0908.geopotential number by the normal gravity value computed on the
 DJ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0908.degrees latitude (g = 980.6199 gals.).
 DJ0908
 DJ0908.The modeled gravity was interpolated from observed gravity values.
 DJ0908
 DJ0908;                    North         East    Units  Estimated Accuracy
 DJ0908;SPC MS E     -   443,440.      316,210.      MT  (+/- 180 meters Scaled)
 DJ0908
 DJ0908                          SUPERSEDED SURVEY CONTROL
 DJ0908
 DJ0908  NGVD 29 (??/??/92)   75.662  (m)          248.23   (f) ADJ UNCH    1 2
 DJ0908
 DJ0908.Superseded values are not recommended for survey control.
 DJ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0908.See file dsdata.txt to determine how the superseded data were derived.
 DJ0908
 DJ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459078(NAD 83)
 DJ0908_MARKER: DD = SURVEY DISK
 DJ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0908_STAMPING: BM 45V-292
 DJ0908_MARK LOGO: MSHD  
 DJ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0908+STABILITY: SURFACE MOTION
 DJ0908
 DJ0908  HISTORY     - Date     Condition        Report By
 DJ0908  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0908  HISTORY     - 1966     GOOD             MSHD
 DJ0908  HISTORY     - 1980     GOOD             LOCSUR
 DJ0908  HISTORY     - 1983     GOOD             NGS
 DJ0908
 DJ0908                          STATION DESCRIPTION
 DJ0908
 DJ0908'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0908'8.9 MI SW FROM WEST POINT.
 DJ0908'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ0908'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0908'45 WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.6
 DJ0908'MILES TO A CROSSROADS, CONTINUE SOUTH ON HIGHWAY 45 WEST FOR 1.4 MILE
 DJ0908'TO THE CLAY-LOWNDES COUNTY LINE, CONTINUE SOUTH ON HIGHWAY 45 WEST FOR
 DJ0908'0.35 MILE TO THE DRIVEWAY LEADING NORTHWEST TO THE LENLEW TRUCK STOP
 DJ0908'AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 DJ0908'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 54.0 FEET WEST OF THE
 DJ0908'CENTER OF HIGHWAY 45 WEST, 10.5 FEET SOUTHEAST OF A FENCE CORNER, 6.1
 DJ0908'FEET SOUTH OF A POWER POLE AND ABOUT LEVEL WITH HIGHWAY 45 WEST AND
 DJ0908'FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.8 FEET NORTH OF
 DJ0908'THE MARK.
 DJ0908
 DJ0908                          STATION RECOVERY (1980)
 DJ0908
 DJ0908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 DJ0908'RECOVERED IN GOOD CONDITION.
 DJ0908
 DJ0908                          STATION RECOVERY (1983)
 DJ0908
 DJ0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0908'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0908'DEPARTMENT, ADD SIGN AFTER TRUCK STOP (BUILDING BURNED DOWN, LARGE
 DJ0908'SIGN STILL THERE), DELETE 6.1 FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0982 ***********************************************************************
 DJ0982  DESIGNATION -  45 V 293 MSHD
 DJ0982  PID         -  DJ0982
 DJ0982  STATE/COUNTY-  MS/CLAY
 DJ0982  USGS QUAD   -  WEST POINT (1987)
 DJ0982
 DJ0982                         *CURRENT SURVEY CONTROL
 DJ0982  ___________________________________________________________________
 DJ0982* NAD 83(1986)-  33 30 36.     (N)    088 39 32.     (W)     SCALED    
 DJ0982* NAVD 88     -        65.178  (meters)     213.84   (feet)  ADJUSTED  
 DJ0982  ___________________________________________________________________
 DJ0982  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0982  DYNAMIC HT  -          65.108 (meters)     213.61  (feet)  COMP
 DJ0982  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 DJ0982
 DJ0982  VERT ORDER  -  FIRST     CLASS II
 DJ0982
 DJ0982.The horizontal coordinates were scaled from a topographic map and have
 DJ0982.an estimated accuracy of +/- 6 seconds.
 DJ0982
 DJ0982.The orthometric height was determined by differential leveling
 DJ0982.and adjusted in June 1991.
 DJ0982
 DJ0982.The geoid height was determined by GEOID03.
 DJ0982
 DJ0982.The dynamic height is computed by dividing the NAVD 88
 DJ0982.geopotential number by the normal gravity value computed on the
 DJ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0982.degrees latitude (g = 980.6199 gals.).
 DJ0982
 DJ0982.The modeled gravity was interpolated from observed gravity values.
 DJ0982
 DJ0982;                    North         East    Units  Estimated Accuracy
 DJ0982;SPC MS E     -   444,610.      316,210.      MT  (+/- 180 meters Scaled)
 DJ0982
 DJ0982                          SUPERSEDED SURVEY CONTROL
 DJ0982
 DJ0982  NGVD 29 (??/??/92)   65.151  (m)          213.75   (f) ADJ UNCH    1 2
 DJ0982
 DJ0982.Superseded values are not recommended for survey control.
 DJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0982.See file dsdata.txt to determine how the superseded data were derived.
 DJ0982
 DJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459090(NAD 83)
 DJ0982_MARKER: DD = SURVEY DISK
 DJ0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0982_SP_SET: BRIDGE
 DJ0982_STAMPING: BM 45V-293 (1966)
 DJ0982_MARK LOGO: MSHD  
 DJ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0982
 DJ0982  HISTORY     - Date     Condition        Report By
 DJ0982  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0982  HISTORY     - 1983     GOOD             NGS
 DJ0982
 DJ0982                          STATION DESCRIPTION
 DJ0982
 DJ0982'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0982'7.65 MI SW FROM WEST POINT.
 DJ0982'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0982'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0982'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.6 MILES
 DJ0982'TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 45 WEST FOR 1.4 MILES TO A
 DJ0982'CONCRETE BRIDGE AND THE MARK ON THE LEFT IN THE NORTHEAST ABUTMENT.
 DJ0982'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS 15 FEET
 DJ0982'EAST OF THE CENTER OF HIGHWAY 45 AND ABOUT LEVEL WITH HIGHWAY 45 WEST.
 DJ0982'A METAL WITNESS POST WAS SET 1.4 FEET NORTH OF THE MARK.
 DJ0982
 DJ0982                          STATION RECOVERY (1983)
 DJ0982
 DJ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0982'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0982'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0988 ***********************************************************************
 DJ0988  DESIGNATION -  45 V 294 MSHD
 DJ0988  PID         -  DJ0988
 DJ0988  STATE/COUNTY-  MS/CLAY
 DJ0988  USGS QUAD   -  WEST POINT (1987)
 DJ0988
 DJ0988                         *CURRENT SURVEY CONTROL
 DJ0988  ___________________________________________________________________
 DJ0988* NAD 83(1986)-  33 32 18.     (N)    088 39 30.     (W)     SCALED    
 DJ0988* NAVD 88     -        69.642  (meters)     228.48   (feet)  ADJUSTED  
 DJ0988  ___________________________________________________________________
 DJ0988  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ0988  DYNAMIC HT  -          69.568 (meters)     228.24  (feet)  COMP
 DJ0988  MODELED GRAV-     979,575.5   (mgal)                       NAVD 88
 DJ0988
 DJ0988  VERT ORDER  -  FIRST     CLASS II
 DJ0988
 DJ0988.The horizontal coordinates were scaled from a topographic map and have
 DJ0988.an estimated accuracy of +/- 6 seconds.
 DJ0988
 DJ0988.The orthometric height was determined by differential leveling
 DJ0988.and adjusted in June 1991.
 DJ0988.WARNING-Repeat measurements at this control monument indicate possible
 DJ0988.vertical movement.
 DJ0988
 DJ0988.The geoid height was determined by GEOID03.
 DJ0988
 DJ0988.The dynamic height is computed by dividing the NAVD 88
 DJ0988.geopotential number by the normal gravity value computed on the
 DJ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0988.degrees latitude (g = 980.6199 gals.).
 DJ0988
 DJ0988.The modeled gravity was interpolated from observed gravity values.
 DJ0988
 DJ0988;                    North         East    Units  Estimated Accuracy
 DJ0988;SPC MS E     -   447,760.      316,250.      MT  (+/- 180 meters Scaled)
 DJ0988
 DJ0988                          SUPERSEDED SURVEY CONTROL
 DJ0988
 DJ0988  NGVD 29 (??/??/92)   69.610  (m)          228.38   (f) ADJ UNCH    1 2
 DJ0988
 DJ0988.Superseded values are not recommended for survey control.
 DJ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0988.See file dsdata.txt to determine how the superseded data were derived.
 DJ0988
 DJ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC460122(NAD 83)
 DJ0988_MARKER: DD = SURVEY DISK
 DJ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0988_STAMPING: BM 45V-294 (1966)
 DJ0988_MARK LOGO: MSHD  
 DJ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0988+STABILITY: SURFACE MOTION
 DJ0988
 DJ0988  HISTORY     - Date     Condition        Report By
 DJ0988  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0988  HISTORY     - 1981     GOOD             LOCSUR
 DJ0988  HISTORY     - 1983     GOOD             NGS
 DJ0988
 DJ0988                          STATION DESCRIPTION
 DJ0988
 DJ0988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0988'5.55 MI SW FROM WEST POINT.
 DJ0988'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0988'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0988'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.5 MILES
 DJ0988'TO THE AIRPORT ROAD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 45 WEST
 DJ0988'FOR 3.4 MILES TO A DRIVEWAY LEADING TO THE WEST HAVEL FARM ON THE
 DJ0988'RIGHT AND A DRIVEWAY LEADING TO A HOUSE AND THE MARK ON THE LEFT AS
 DJ0988'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ0988'CONCRETE POST.  IT IS 50.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST,
 DJ0988'39.5 FEET NORTHWEST OF A POWER POLE, 23 FEET NORTH OF THE CENTER OF
 DJ0988'THE DRIVEWAY, 6.7 FEET NORTH OF A FENCE CORNER, 2 FEET ABOVE THE LEVEL
 DJ0988'OF HIGHWAY 45 WEST, AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS
 DJ0988'SET 2.3 FEET SOUTHWEST OF THE MARK.
 DJ0988
 DJ0988                          STATION RECOVERY (1981)
 DJ0988
 DJ0988'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0988'RECOVERED IN GOOD CONDITION.
 DJ0988
 DJ0988                          STATION RECOVERY (1983)
 DJ0988
 DJ0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0988'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0988'DEPARTMENT ON BROAD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0989 ***********************************************************************
 DJ0989  DESIGNATION -  45 V 295 MSHD
 DJ0989  PID         -  DJ0989
 DJ0989  STATE/COUNTY-  MS/CLAY
 DJ0989  USGS QUAD   -  WEST POINT (1987)
 DJ0989
 DJ0989                         *CURRENT SURVEY CONTROL
 DJ0989  ___________________________________________________________________
 DJ0989* NAD 83(1986)-  33 33 02.     (N)    088 39 27.     (W)     SCALED    
 DJ0989* NAVD 88     -        57.966  (meters)     190.18   (feet)  ADJUSTED  
 DJ0989  ___________________________________________________________________
 DJ0989  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ0989  DYNAMIC HT  -          57.905 (meters)     189.98  (feet)  COMP
 DJ0989  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DJ0989
 DJ0989  VERT ORDER  -  FIRST     CLASS II
 DJ0989
 DJ0989.The horizontal coordinates were scaled from a topographic map and have
 DJ0989.an estimated accuracy of +/- 6 seconds.
 DJ0989
 DJ0989.The orthometric height was determined by differential leveling
 DJ0989.and adjusted in June 1991.
 DJ0989
 DJ0989.The geoid height was determined by GEOID03.
 DJ0989
 DJ0989.The dynamic height is computed by dividing the NAVD 88
 DJ0989.geopotential number by the normal gravity value computed on the
 DJ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0989.degrees latitude (g = 980.6199 gals.).
 DJ0989
 DJ0989.The modeled gravity was interpolated from observed gravity values.
 DJ0989
 DJ0989;                    North         East    Units  Estimated Accuracy
 DJ0989;SPC MS E     -   449,110.      316,330.      MT  (+/- 180 meters Scaled)
 DJ0989
 DJ0989                          SUPERSEDED SURVEY CONTROL
 DJ0989
 DJ0989  NGVD 29 (??/??/92)   57.952  (m)          190.13   (f) ADJ UNCH    1 2
 DJ0989
 DJ0989.Superseded values are not recommended for survey control.
 DJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0989.See file dsdata.txt to determine how the superseded data were derived.
 DJ0989
 DJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC461135(NAD 83)
 DJ0989_MARKER: DD = SURVEY DISK
 DJ0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0989_SP_SET: ABUTMENT
 DJ0989_STAMPING: BM 45V-295(1966)
 DJ0989_MARK LOGO: MSHD  
 DJ0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0989
 DJ0989  HISTORY     - Date     Condition        Report By
 DJ0989  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0989  HISTORY     - 1981     GOOD             LOCSUR
 DJ0989  HISTORY     - 1983     GOOD             NGS
 DJ0989
 DJ0989                          STATION DESCRIPTION
 DJ0989
 DJ0989'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0989'4.65 MI SW FROM WEST POINT.
 DJ0989'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0989'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0989'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.5 MILES
 DJ0989'TO THE AIRPORT ROAD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 45 WEST
 DJ0989'FOR 2.5 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT IN THE
 DJ0989'SOUTHWEST ABUTMENT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0989'HOLE.  IT IS 14.5 FEET WEST OF THE CENTER OF HIGHWAY 45, ABOUT LEVEL
 DJ0989'WITH HIGHWAY 45 WEST, AND FLUSH WITH THE GROUND.  A METAL WITNESS POST
 DJ0989'WAS SET 5.5 FEET SOUTH OF THE MARK.
 DJ0989
 DJ0989                          STATION RECOVERY (1981)
 DJ0989
 DJ0989'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0989'RECOVERED IN GOOD CONDITION.
 DJ0989
 DJ0989                          STATION RECOVERY (1983)
 DJ0989
 DJ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0989'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0989'DEPARTMENT ON BROAD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0990 ***********************************************************************
 DJ0990  DESIGNATION -  45 V 296 MSHD
 DJ0990  PID         -  DJ0990
 DJ0990  STATE/COUNTY-  MS/CLAY
 DJ0990  USGS QUAD   -  WEST POINT (1987)
 DJ0990
 DJ0990                         *CURRENT SURVEY CONTROL
 DJ0990  ___________________________________________________________________
 DJ0990* NAD 83(1986)-  33 33 57.     (N)    088 39 32.     (W)     SCALED    
 DJ0990* NAVD 88     -        57.645  (meters)     189.12   (feet)  ADJUSTED  
 DJ0990  ___________________________________________________________________
 DJ0990  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DJ0990  DYNAMIC HT  -          57.584 (meters)     188.92  (feet)  COMP
 DJ0990  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DJ0990
 DJ0990  VERT ORDER  -  FIRST     CLASS II
 DJ0990
 DJ0990.The horizontal coordinates were scaled from a topographic map and have
 DJ0990.an estimated accuracy of +/- 6 seconds.
 DJ0990
 DJ0990.The orthometric height was determined by differential leveling
 DJ0990.and adjusted in June 1991.
 DJ0990
 DJ0990.The geoid height was determined by GEOID03.
 DJ0990
 DJ0990.The dynamic height is computed by dividing the NAVD 88
 DJ0990.geopotential number by the normal gravity value computed on the
 DJ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0990.degrees latitude (g = 980.6199 gals.).
 DJ0990
 DJ0990.The modeled gravity was interpolated from observed gravity values.
 DJ0990
 DJ0990;                    North         East    Units  Estimated Accuracy
 DJ0990;SPC MS E     -   450,810.      316,200.      MT  (+/- 180 meters Scaled)
 DJ0990
 DJ0990                          SUPERSEDED SURVEY CONTROL
 DJ0990
 DJ0990  NGVD 29 (??/??/92)   57.630  (m)          189.07   (f) ADJ UNCH    1 2
 DJ0990
 DJ0990.Superseded values are not recommended for survey control.
 DJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0990.See file dsdata.txt to determine how the superseded data were derived.
 DJ0990
 DJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC460152(NAD 83)
 DJ0990_MARKER: DD = SURVEY DISK
 DJ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0990_STAMPING: BM 45V-296 (1966)
 DJ0990_MARK LOGO: MSHD  
 DJ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0990+STABILITY: SURFACE MOTION
 DJ0990
 DJ0990  HISTORY     - Date     Condition        Report By
 DJ0990  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0990  HISTORY     - 1981     GOOD             LOCSUR
 DJ0990  HISTORY     - 1983     GOOD             NGS
 DJ0990
 DJ0990                          STATION DESCRIPTION
 DJ0990
 DJ0990'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0990'3.55 MI SW FROM WEST POINT.
 DJ0990'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0990'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0990'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.95 MILES
 DJ0990'TO THE AIRPORT ROAD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 45 WEST
 DJ0990'FOR 1.4 MILES TO A TRACK ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ0990'THE MARK IS A DISK SET IN THE TOP OF A ROUND, CONCRETE POST. IT IS
 DJ0990'62.5 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST, 35 FEET SOUTH OF THE
 DJ0990'CENTER OF THE TRACK ROAD, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND
 DJ0990'PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 2.5 FEET NORTH OF THE
 DJ0990'MARK.
 DJ0990
 DJ0990                          STATION RECOVERY (1981)
 DJ0990
 DJ0990'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0990'RECOVERED IN GOOD CONDITION.
 DJ0990
 DJ0990                          STATION RECOVERY (1983)
 DJ0990
 DJ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0990'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0990'DEPARTMENT ON BROAD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0991 ***********************************************************************
 DJ0991  DESIGNATION -  45 V 297 MSHD
 DJ0991  PID         -  DJ0991
 DJ0991  STATE/COUNTY-  MS/CLAY
 DJ0991  USGS QUAD   -  WEST POINT (1987)
 DJ0991
 DJ0991                         *CURRENT SURVEY CONTROL
 DJ0991  ___________________________________________________________________
 DJ0991* NAD 83(1986)-  33 34 32.     (N)    088 39 32.     (W)     SCALED    
 DJ0991* NAVD 88     -        59.663  (meters)     195.74   (feet)  ADJUSTED  
 DJ0991  ___________________________________________________________________
 DJ0991  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DJ0991  DYNAMIC HT  -          59.601 (meters)     195.54  (feet)  COMP
 DJ0991  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DJ0991
 DJ0991  VERT ORDER  -  FIRST     CLASS II
 DJ0991
 DJ0991.The horizontal coordinates were scaled from a topographic map and have
 DJ0991.an estimated accuracy of +/- 6 seconds.
 DJ0991
 DJ0991.The orthometric height was determined by differential leveling
 DJ0991.and adjusted in June 1991.
 DJ0991
 DJ0991.The geoid height was determined by GEOID03.
 DJ0991
 DJ0991.The dynamic height is computed by dividing the NAVD 88
 DJ0991.geopotential number by the normal gravity value computed on the
 DJ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0991.degrees latitude (g = 980.6199 gals.).
 DJ0991
 DJ0991.The modeled gravity was interpolated from observed gravity values.
 DJ0991
 DJ0991;                    North         East    Units  Estimated Accuracy
 DJ0991;SPC MS E     -   451,880.      316,200.      MT  (+/- 180 meters Scaled)
 DJ0991
 DJ0991                          SUPERSEDED SURVEY CONTROL
 DJ0991
 DJ0991  NGVD 29 (??/??/92)   59.646  (m)          195.69   (f) ADJ UNCH    1 2
 DJ0991
 DJ0991.Superseded values are not recommended for survey control.
 DJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0991.See file dsdata.txt to determine how the superseded data were derived.
 DJ0991
 DJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC460163(NAD 83)
 DJ0991_MARKER: DD = SURVEY DISK
 DJ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0991_STAMPING: BM 45V-297
 DJ0991_MARK LOGO: MSHD  
 DJ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0991+STABILITY: SURFACE MOTION
 DJ0991
 DJ0991  HISTORY     - Date     Condition        Report By
 DJ0991  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0991  HISTORY     - 1966     GOOD             MSHD
 DJ0991  HISTORY     - 1981     GOOD             LOCSUR
 DJ0991  HISTORY     - 1983     GOOD             NGS
 DJ0991
 DJ0991                          STATION DESCRIPTION
 DJ0991
 DJ0991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0991'2.8 MI SW FROM WEST POINT.
 DJ0991'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0991'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0991'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.5 MILES
 DJ0991'TO THE AIRPORT ROAD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 45 WEST
 DJ0991'FOR 0.65 MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ0991'THE MARK IS A DISK SET IN THE TOP OF A ROUND, CONCRETE POST.  IT IS 97
 DJ0991'FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 56.5 FEET WEST OF THE CENTER
 DJ0991'OF HIGHWAY 45 WEST, 3.5 FEET BELOW THE LEVEL OF HIGHWAY 45 WEST, AND
 DJ0991'PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 2 FEET NORTH OF THE
 DJ0991'MARK.
 DJ0991
 DJ0991                          STATION RECOVERY (1981)
 DJ0991
 DJ0991'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0991'RECOVERED IN GOOD CONDITION.
 DJ0991
 DJ0991                          STATION RECOVERY (1983)
 DJ0991
 DJ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0991'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0991'DEPARTMENT ON BROAD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0993 ***********************************************************************
 DJ0993  DESIGNATION -  45 V 299
 DJ0993  PID         -  DJ0993
 DJ0993  STATE/COUNTY-  MS/CLAY
 DJ0993  USGS QUAD   -  WEST POINT (1987)
 DJ0993
 DJ0993                         *CURRENT SURVEY CONTROL
 DJ0993  ___________________________________________________________________
 DJ0993* NAD 83(1986)-  33 35 06.     (N)    088 40 00.     (W)     SCALED    
 DJ0993* NAVD 88     -        60.875  (meters)     199.72   (feet)  POSTED    
 DJ0993  ___________________________________________________________________
 DJ0993  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DJ0993  DYNAMIC HT  -          60.810 (meters)     199.51  (feet)  COMP
 DJ0993  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DJ0993
 DJ0993  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DJ0993
 DJ0993.This mark is at Mccharen Field Airport (M83)
 DJ0993
 DJ0993.The horizontal coordinates were scaled from a topographic map and have
 DJ0993.an estimated accuracy of +/- 6 seconds.
 DJ0993
 DJ0993.The orthometric height was determined by differential leveling
 DJ0993.and adjusted by the  in 1992.
 DJ0993.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DJ0993.rate of 0.0 thru 1.0 mm/km.
 DJ0993
 DJ0993.The geoid height was determined by GEOID03.
 DJ0993
 DJ0993.The dynamic height is computed by dividing the NAVD 88
 DJ0993.geopotential number by the normal gravity value computed on the
 DJ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0993.degrees latitude (g = 980.6199 gals.).
 DJ0993
 DJ0993.The modeled gravity was interpolated from observed gravity values.
 DJ0993
 DJ0993;                    North         East    Units  Estimated Accuracy
 DJ0993;SPC MS E     -   452,930.      315,470.      MT  (+/- 180 meters Scaled)
 DJ0993
 DJ0993                          SUPERSEDED SURVEY CONTROL
 DJ0993
 DJ0993  NGVD 29 (??/??/92)   60.857  (m)          199.66   (f) ADJ UNCH    2 0
 DJ0993
 DJ0993.Superseded values are not recommended for survey control.
 DJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0993.See file dsdata.txt to determine how the superseded data were derived.
 DJ0993
 DJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC453173(NAD 83)
 DJ0993_MARKER: DD = SURVEY DISK
 DJ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0993+STABILITY: SURFACE MOTION
 DJ0993
 DJ0993  HISTORY     - Date     Condition        Report By
 DJ0993  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0993  HISTORY     - 1966     GOOD             MSHD
 DJ0993
 DJ0993                          STATION DESCRIPTION
 DJ0993
 DJ0993'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0993'2.55 MI SW FROM WEST POINT.
 DJ0993'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0993'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0993'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.5 MILES
 DJ0993'TO A SIDE ROAD RIGHT, TURN RIGHT (WEST) AND CONTINUE ON AN ALL-WEATHER
 DJ0993'ROAD FOR 0.4 MILE TO WEST POINT AIRPORT HANGAR AND THE MARK ON THE
 DJ0993'LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND,
 DJ0993'CONCRETE POST.  IT IS 45 FEET EAST OF THE CENTER OF THE HANGAR, 40
 DJ0993'FEET NORTHWEST OF A POWER SERVICE POLE, 4.7 FEET NORTH OF THE METAL
 DJ0993'STOP FOR HANGAR DOORS, ABOUT LEVEL WITH THE ENTRANCE TO THE HANGAR,
 DJ0993'AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 2.2 FEET WEST OF
 DJ0993'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0388 ***********************************************************************
 BV0388  DESIGNATION -  45 V 3
 BV0388  PID         -  BV0388
 BV0388  STATE/COUNTY-  MS/WAYNE
 BV0388  USGS QUAD   -  BUCKATUNNA (1982)
 BV0388
 BV0388                         *CURRENT SURVEY CONTROL
 BV0388  ___________________________________________________________________
 BV0388* NAD 83(1986)-  31 33 08.     (N)    088 31 54.     (W)     SCALED    
 BV0388* NAVD 88     -        45.796  (meters)     150.25   (feet)  ADJUSTED  
 BV0388  ___________________________________________________________________
 BV0388  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BV0388  DYNAMIC HT  -          45.742 (meters)     150.07  (feet)  COMP
 BV0388  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 BV0388
 BV0388  VERT ORDER  -  FIRST     CLASS II
 BV0388
 BV0388.The horizontal coordinates were scaled from a topographic map and have
 BV0388.an estimated accuracy of +/- 6 seconds.
 BV0388
 BV0388.The orthometric height was determined by differential leveling
 BV0388.and adjusted in June 1991.
 BV0388
 BV0388.The geoid height was determined by GEOID03.
 BV0388
 BV0388.The dynamic height is computed by dividing the NAVD 88
 BV0388.geopotential number by the normal gravity value computed on the
 BV0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0388.degrees latitude (g = 980.6199 gals.).
 BV0388
 BV0388.The modeled gravity was interpolated from observed gravity values.
 BV0388
 BV0388;                    North         East    Units  Estimated Accuracy
 BV0388;SPC MS E     -   227,540.      328,640.      MT  (+/- 180 meters Scaled)
 BV0388
 BV0388                          SUPERSEDED SURVEY CONTROL
 BV0388
 BV0388  NGVD 29 (??/??/??)   45.769  (m)          150.16   (f) ADJUSTED    1 2
 BV0388
 BV0388.Superseded values are not recommended for survey control.
 BV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0388.See file dsdata.txt to determine how the superseded data were derived.
 BV0388
 BV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV546918(NAD 83)
 BV0388_MARKER: DD = SURVEY DISK
 BV0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0388_SP_SET: CONCRETE POST
 BV0388_STAMPING: BM 45V-3 1961
 BV0388_MARK LOGO: MSHD  
 BV0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0388+STABILITY: SURFACE MOTION
 BV0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0388+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0388
 BV0388  HISTORY     - Date     Condition        Report By
 BV0388  HISTORY     - 1961     MONUMENTED       MSHD
 BV0388  HISTORY     - 1964     GOOD             NGS
 BV0388  HISTORY     - 1980     GOOD             NGS
 BV0388  HISTORY     - 19910725 GOOD             MSHD
 BV0388
 BV0388                          STATION DESCRIPTION
 BV0388
 BV0388'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0388'1 MI N FROM BUCKATUNNA.
 BV0388'THE MARK IS LOCATED ABOUT 1 MILE NORTH OF BUCKATUNNA, ON THE WEST SIDE
 BV0388'OF U.S. HIGHWAY 45 AND ON HIGHWAY RIGHT-OF-WAY.  THE MARK IS REACHED
 BV0388'FROM THE INTERSECTION OF A PAVED ROAD AND U.S. 45 ON THE SIDE OF
 BV0388'BUCKATUNNA AT A SIGN CHICORA BY GOING NORTH ON U.S. 45 FOR 1.1 MILES
 BV0388'TO THE BEGINNING OF A HEAVILY WOODED AREA ON BOTH SIDES OF THE HIGHWAY
 BV0388'AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS
 BV0388'BRONZE DISK STAMPED BM 45V-3 1961, SET IN THE TOP OF A 12-INCH SQUARE
 BV0388'CONCRETE POST PROJECTING 2 INCHES.  IT IS 47.5 FEET WEST OF THE CENTER
 BV0388'OF U.S. 45, 7 FEET SOUTHEAST OF A FENCE CORNER, 5 FEET EAST OF A
 BV0388'RIGHT-OF-WAY FENCE AND 2 FEET SOUTH OF A POWERLINE POLE.  A METAL
 BV0388'WITNESS SIGNPOST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 BV0388
 BV0388                          STATION RECOVERY (1964)
 BV0388
 BV0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0388'RECOVERED IN GOOD CONDITION.
 BV0388
 BV0388                          STATION RECOVERY (1980)
 BV0388
 BV0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0388'NOTE-A NEW POWERLINE POLE SET AT THIS LOCATION.
 BV0388'OMIT-2 FEET SOUTH OF A POWERLINE POLE.
 BV0388'ADD-58 FEET NORTH OF A POWERLINE POLE WITH A TRANSFORMER.
 BV0388
 BV0388                          STATION RECOVERY (1991)
 BV0388
 BV0388'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0388'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF BUCKATUNNA, ON
 BV0388'THE SOUTHWEST R.O.W. OF U.S. HIGHWAY 45 AND IS IN SECTION 19, T 7N, R
 BV0388'5W.
 BV0388'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND CHICORA ROAD
 BV0388'JUST EAST OF THE POST OFFICE IN BUCKATUNNA, GO NORTHWEST ON U.S.
 BV0388'HIGHWAY 45 FOR 1.05 MI (1.69 KM) TO THE MARK ON THE LEFT.
 BV0388'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0388'4.0 FT (1.2 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES,
 BV0388'57.0 FT (17.4 M) NORTHWEST OF POWER POLE NO 7 1/2, 48.0 FT (14.6 M)
 BV0388'SOUTHWEST OF THE CENTER OF HIGHWAY 45, 12.5 FT (3.8 M) SOUTHEAST OF
 BV0388'THE EAST POST OF THE WELCOME TO BUCKATUNNA SIGN, 2.9 FT (0.9 M)
 BV0388'NORTHEAST OF A FENCE AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE
 BV0388'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0546 ***********************************************************************
 CO0546  DESIGNATION -  45 V 30
 CO0546  PID         -  CO0546
 CO0546  STATE/COUNTY-  MS/CLARKE
 CO0546  USGS QUAD   -  QUITMAN (1983)
 CO0546
 CO0546                         *CURRENT SURVEY CONTROL
 CO0546  ___________________________________________________________________
 CO0546* NAD 83(1986)-  32 01 25.     (N)    088 43 44.     (W)     SCALED    
 CO0546* NAVD 88     -        74.753  (meters)     245.25   (feet)  ADJUSTED  
 CO0546  ___________________________________________________________________
 CO0546  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO0546  DYNAMIC HT  -          74.665 (meters)     244.96  (feet)  COMP
 CO0546  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 CO0546
 CO0546  VERT ORDER  -  FIRST     CLASS II
 CO0546
 CO0546.The horizontal coordinates were scaled from a topographic map and have
 CO0546.an estimated accuracy of +/- 6 seconds.
 CO0546
 CO0546.The orthometric height was determined by differential leveling
 CO0546.and adjusted in June 1991.
 CO0546
 CO0546.The geoid height was determined by GEOID03.
 CO0546
 CO0546.The dynamic height is computed by dividing the NAVD 88
 CO0546.geopotential number by the normal gravity value computed on the
 CO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0546.degrees latitude (g = 980.6199 gals.).
 CO0546
 CO0546.The modeled gravity was interpolated from observed gravity values.
 CO0546
 CO0546;                    North         East    Units  Estimated Accuracy
 CO0546;SPC MS E     -   279,770.      309,870.      MT  (+/- 180 meters Scaled)
 CO0546
 CO0546                          SUPERSEDED SURVEY CONTROL
 CO0546
 CO0546  NGVD 29 (??/??/??)   74.734  (m)          245.19   (f) ADJUSTED    1 2
 CO0546
 CO0546.Superseded values are not recommended for survey control.
 CO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0546.See file dsdata.txt to determine how the superseded data were derived.
 CO0546
 CO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA367443(NAD 83)
 CO0546_MARKER: DD = SURVEY DISK
 CO0546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0546_SP_SET: BRIDGE ABUTMENT
 CO0546_STAMPING: BM 45V-30 1961
 CO0546_MARK LOGO: MSHD  
 CO0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0546+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 CO0546
 CO0546  HISTORY     - Date     Condition        Report By
 CO0546  HISTORY     - 1961     MONUMENTED       MSHD
 CO0546  HISTORY     - 1964     GOOD             NGS
 CO0546  HISTORY     - 1980     GOOD             NGS
 CO0546  HISTORY     - 19900530 GOOD             MSHD
 CO0546  HISTORY     - 20080324 GOOD             MSHD
 CO0546  HISTORY     - 20080418 GOOD             MSDOT
 CO0546
 CO0546                          STATION DESCRIPTION
 CO0546
 CO0546'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0546'1.0 MI S FROM QUITMAN.
 CO0546'THE MARK IS LOCATED ABOUT 1.0 MILE SOUTH OF QUITMAN, ON THE WEST SIDE
 CO0546'OF U.S. HIGHWAY 45, IN THE BASE OF, AND AT THE NORTH END OF THE WEST
 CO0546'RAILING OF A CONCRETE OVERPASS OVER THE G. M. AND O. RAILROAD. TO
 CO0546'REACH FROM THE POST OFFICE IN QUITMAN GO SOUTH ON U.S. 45 FOR 1.1
 CO0546'MILES TO THE OVERPASS AND THE MARK AS DESCRIBED.  THE MARK IS A
 CO0546'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-30 1961 AND IS SET
 CO0546'IN A DRILL HOLE FLUSH WITH THE BASE OF THE RAILING.
 CO0546
 CO0546                          STATION RECOVERY (1964)
 CO0546
 CO0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0546'RECOVERED IN GOOD CONDITION.
 CO0546
 CO0546                          STATION RECOVERY (1980)
 CO0546
 CO0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0546'RECOVERED IN GOOD CONDITION.
 CO0546
 CO0546                          STATION RECOVERY (1990)
 CO0546
 CO0546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0546'THE MARK IS LOCATED ABOUT 1.15 MI (1.85 KM) SOUTH OF QUITMAN, IN THE
 CO0546'U.S. HIGHWAY 45 BRIDGE OVER THE I.C.G. RAILROAD TRACK AND IS IN
 CO0546'SECTION 11, T 2N, R 15E.
 CO0546'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO0546'FOR 1.15 MI (1.85 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
 CO0546'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 CO0546'NORTHEAST OF THE CONCRETE BRIDGE ABUTMENT, ABOUT LEVEL WITH THE
 CO0546'HIGHWAY, 14.5 FT (4.4 M) NORTHWEST OF THE CENTER OF HIGHWAY 45 AND
 CO0546'0.5 FT (0.2 M) NORTHEAST OF THE CONCRETE UPRIGHT OPPOSITE THE
 CO0546'CONCRETE RAILING.
 CO0546
 CO0546                          STATION RECOVERY (2008)
 CO0546
 CO0546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 CO0546'RECOVERED IN GOOD CONDITION.
 CO0546
 CO0546                          STATION RECOVERY (2008)
 CO0546
 CO0546'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 CO0546'THE U.S. HWY. 45 MENTIONED IN THE DESCRIPTION IS NOW OLD U.S. HWY. 45
 CO0546'OR HWY. 145.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0995 ***********************************************************************
 DJ0995  DESIGNATION -  45 V 301
 DJ0995  PID         -  DJ0995
 DJ0995  STATE/COUNTY-  MS/CLAY
 DJ0995  USGS QUAD   -  WEST POINT (1987)
 DJ0995
 DJ0995                         *CURRENT SURVEY CONTROL
 DJ0995  ___________________________________________________________________
 DJ0995* NAD 83(1986)-  33 35 06.     (N)    088 40 03.     (W)     SCALED    
 DJ0995* NAVD 88     -        60.955  (meters)     199.98   (feet)  POSTED    
 DJ0995  ___________________________________________________________________
 DJ0995  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DJ0995  DYNAMIC HT  -          60.890 (meters)     199.77  (feet)  COMP
 DJ0995  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DJ0995
 DJ0995  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DJ0995
 DJ0995.This mark is at Mccharen Field Airport (M83)
 DJ0995
 DJ0995.The horizontal coordinates were scaled from a topographic map and have
 DJ0995.an estimated accuracy of +/- 6 seconds.
 DJ0995
 DJ0995.The orthometric height was determined by differential leveling
 DJ0995.and adjusted by the  in 1992.
 DJ0995.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DJ0995.rate of 0.0 thru 1.0 mm/km.
 DJ0995
 DJ0995.The geoid height was determined by GEOID03.
 DJ0995
 DJ0995.The dynamic height is computed by dividing the NAVD 88
 DJ0995.geopotential number by the normal gravity value computed on the
 DJ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0995.degrees latitude (g = 980.6199 gals.).
 DJ0995
 DJ0995.The modeled gravity was interpolated from observed gravity values.
 DJ0995
 DJ0995;                    North         East    Units  Estimated Accuracy
 DJ0995;SPC MS E     -   452,930.      315,390.      MT  (+/- 180 meters Scaled)
 DJ0995
 DJ0995                          SUPERSEDED SURVEY CONTROL
 DJ0995
 DJ0995  NGVD 29 (??/??/92)   60.936  (m)          199.92   (f) ADJ UNCH    2 0
 DJ0995
 DJ0995.Superseded values are not recommended for survey control.
 DJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0995.See file dsdata.txt to determine how the superseded data were derived.
 DJ0995
 DJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC452173(NAD 83)
 DJ0995_MARKER: DD = SURVEY DISK
 DJ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0995_STAMPING: BM 45V-301 (1966)
 DJ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0995+STABILITY: SURFACE MOTION
 DJ0995
 DJ0995  HISTORY     - Date     Condition        Report By
 DJ0995  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0995  HISTORY     - 1979     GOOD             LOCSUR
 DJ0995
 DJ0995                          STATION DESCRIPTION
 DJ0995
 DJ0995'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0995'2.6 MI SW FROM WEST POINT.
 DJ0995'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0995'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0995'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.5 MILES
 DJ0995'TO A SIDE ROAD RIGHT LEADING TO THE AIRPORT, TURN RIGHT (WEST) AND
 DJ0995'CONTINUE ON AN ALL-WEATHER ROAD FOR 0.45 MILE TO THE REST ROOMS AT THE
 DJ0995'SOUTHWEST CORNER OF THE HANGAR AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ0995'THE MARK IS A DISK SET IN THE TOP OF A ROUND, CONCRETE POST. ABOUT
 DJ0995'LEVEL WITH THE GRAVEL DRIVE AND PROJECTS 4 INCHES.  A METAL WITNESS
 DJ0995'POST WAS SET 1.9 FEET SOUTH OF THE MARK.
 DJ0995
 DJ0995                          STATION RECOVERY (1979)
 DJ0995
 DJ0995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DJ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0996 ***********************************************************************
 DJ0996  DESIGNATION -  45 V 302 MSHD
 DJ0996  PID         -  DJ0996
 DJ0996  STATE/COUNTY-  MS/CLAY
 DJ0996  USGS QUAD   -  WEST POINT (1987)
 DJ0996
 DJ0996                         *CURRENT SURVEY CONTROL
 DJ0996  ___________________________________________________________________
 DJ0996* NAD 83(1986)-  33 35 34.     (N)    088 39 36.     (W)     SCALED    
 DJ0996* NAVD 88     -        64.478  (meters)     211.54   (feet)  ADJUSTED  
 DJ0996  ___________________________________________________________________
 DJ0996  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DJ0996  DYNAMIC HT  -          64.411 (meters)     211.32  (feet)  COMP
 DJ0996  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 DJ0996
 DJ0996  VERT ORDER  -  FIRST     CLASS II
 DJ0996
 DJ0996.The horizontal coordinates were scaled from a topographic map and have
 DJ0996.an estimated accuracy of +/- 6 seconds.
 DJ0996
 DJ0996.The orthometric height was determined by differential leveling
 DJ0996.and adjusted in June 1991.
 DJ0996
 DJ0996.The geoid height was determined by GEOID03.
 DJ0996
 DJ0996.The dynamic height is computed by dividing the NAVD 88
 DJ0996.geopotential number by the normal gravity value computed on the
 DJ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0996.degrees latitude (g = 980.6199 gals.).
 DJ0996
 DJ0996.The modeled gravity was interpolated from observed gravity values.
 DJ0996
 DJ0996;                    North         East    Units  Estimated Accuracy
 DJ0996;SPC MS E     -   453,790.      316,090.      MT  (+/- 180 meters Scaled)
 DJ0996
 DJ0996                          SUPERSEDED SURVEY CONTROL
 DJ0996
 DJ0996  NGVD 29 (??/??/92)   64.431  (m)          211.39   (f) ADJ UNCH    1 2
 DJ0996
 DJ0996.Superseded values are not recommended for survey control.
 DJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0996.See file dsdata.txt to determine how the superseded data were derived.
 DJ0996
 DJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459182(NAD 83)
 DJ0996_MARKER: DD = SURVEY DISK
 DJ0996_SETTING: 0 = UNSPECIFIED SETTING
 DJ0996_STAMPING: BM 45V-302
 DJ0996_MARK LOGO: MSHD  
 DJ0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0996
 DJ0996  HISTORY     - Date     Condition        Report By
 DJ0996  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0996  HISTORY     - 1966     GOOD             MSHD
 DJ0996  HISTORY     - 1981     GOOD             LOCSUR
 DJ0996  HISTORY     - 1983     GOOD             NGS
 DJ0996
 DJ0996                          STATION DESCRIPTION
 DJ0996
 DJ0996'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0996'1.6 MI SW FROM WEST POINT.
 DJ0996'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0996'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0996'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 FOR 0.95 MILE TO
 DJ0996'THE MARK ON THE RIGHT NEAR A CROSSROADS.  IT IS 56.5 FEET WEST OF THE
 DJ0996'CENTER OF HIGHWAY 45, 32.3 FEET WEST OF A METAL LAMP POLE, 30 FEET
 DJ0996'NORTHEAST OF A METAL PIPE IN THE SHAPE OF AN ARROW, 10.5 FEET
 DJ0996'SOUTHWEST OF A POWER POLE WITH GUIDE WIRES ON IT, 9 FEET NORTHEAST OF
 DJ0996'A RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH THE CENTER OF HIGHWAY 45, AND
 DJ0996'PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 2 FEET NORTHEAST OF
 DJ0996'THE MARK.
 DJ0996
 DJ0996                          STATION RECOVERY (1981)
 DJ0996
 DJ0996'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0996'RECOVERED IN GOOD CONDITION.
 DJ0996
 DJ0996                          STATION RECOVERY (1983)
 DJ0996
 DJ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0997 ***********************************************************************
 DJ0997  DESIGNATION -  45 V 303 MSHD
 DJ0997  PID         -  DJ0997
 DJ0997  STATE/COUNTY-  MS/CLAY
 DJ0997  USGS QUAD   -  WEST POINT (1987)
 DJ0997
 DJ0997                         *CURRENT SURVEY CONTROL
 DJ0997  ___________________________________________________________________
 DJ0997* NAD 83(1986)-  33 35 57.     (N)    088 39 36.     (W)     SCALED    
 DJ0997* NAVD 88     -        64.568  (meters)     211.84   (feet)  ADJUSTED  
 DJ0997  ___________________________________________________________________
 DJ0997  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DJ0997  DYNAMIC HT  -          64.500 (meters)     211.61  (feet)  COMP
 DJ0997  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DJ0997
 DJ0997  VERT ORDER  -  FIRST     CLASS II
 DJ0997
 DJ0997.The horizontal coordinates were scaled from a topographic map and have
 DJ0997.an estimated accuracy of +/- 6 seconds.
 DJ0997
 DJ0997.The orthometric height was determined by differential leveling
 DJ0997.and adjusted in June 1991.
 DJ0997
 DJ0997.The geoid height was determined by GEOID03.
 DJ0997
 DJ0997.The dynamic height is computed by dividing the NAVD 88
 DJ0997.geopotential number by the normal gravity value computed on the
 DJ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0997.degrees latitude (g = 980.6199 gals.).
 DJ0997
 DJ0997.The modeled gravity was interpolated from observed gravity values.
 DJ0997
 DJ0997;                    North         East    Units  Estimated Accuracy
 DJ0997;SPC MS E     -   454,500.      316,090.      MT  (+/- 180 meters Scaled)
 DJ0997
 DJ0997                          SUPERSEDED SURVEY CONTROL
 DJ0997
 DJ0997.No superseded survey control is available for this station.
 DJ0997
 DJ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459189(NAD 83)
 DJ0997_MARKER: DD = SURVEY DISK
 DJ0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0997_SP_SET: ABUTMENT
 DJ0997_STAMPING: BM 45V-303 (1966)
 DJ0997_MARK LOGO: MSHD  
 DJ0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0997
 DJ0997  HISTORY     - Date     Condition        Report By
 DJ0997  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0997  HISTORY     - 1980     GOOD             MSHD
 DJ0997  HISTORY     - 1983     GOOD             NGS
 DJ0997
 DJ0997                          STATION DESCRIPTION
 DJ0997
 DJ0997'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0997'1.15 MI SW FROM WEST POINT.
 DJ0997'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0997'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0997'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 FOR 0.5 MILE TO A
 DJ0997'CONCRETE BRIDGE AND THE MARK ON THE RIGHT IN THE SOUTHWEST ABUTMENT.
 DJ0997'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS 14 FEET
 DJ0997'NORTHEAST OF A METAL STREET LAMP, 13 FEET SOUTHWEST OF THE CENTER OF
 DJ0997'HIGHWAY 45, AND 1 FOOT ABOVE THE CENTER OF HIGHWAY 45.  A METAL
 DJ0997'WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK.
 DJ0997
 DJ0997                          STATION RECOVERY (1980)
 DJ0997
 DJ0997'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ0997'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO S
 DJ0997'ON HWY 45 A FOR 0.5 MILE TO A CONCRETE BRIDGE AND THE MARK IN THE SW
 DJ0997'ABUTMENT. IT IS 14 FEET NE OF A METAL POLE WITH STREET LIGHT, 13 FEET
 DJ0997'SW OF CENTER OF HWY.
 DJ0997
 DJ0997                          STATION RECOVERY (1983)
 DJ0997
 DJ0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0999 ***********************************************************************
 DJ0999  DESIGNATION -  45 V 305 MSHD
 DJ0999  PID         -  DJ0999
 DJ0999  STATE/COUNTY-  MS/CLAY
 DJ0999  USGS QUAD   -  WEST POINT (1987)
 DJ0999
 DJ0999                         *CURRENT SURVEY CONTROL
 DJ0999  ___________________________________________________________________
 DJ0999* NAD 83(1986)-  33 37 01.     (N)    088 39 32.     (W)     SCALED    
 DJ0999* NAVD 88     -        70.917  (meters)     232.67   (feet)  ADJUSTED  
 DJ0999  ___________________________________________________________________
 DJ0999  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ0999  DYNAMIC HT  -          70.842 (meters)     232.42  (feet)  COMP
 DJ0999  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 DJ0999
 DJ0999  VERT ORDER  -  FIRST     CLASS II
 DJ0999
 DJ0999.The horizontal coordinates were scaled from a topographic map and have
 DJ0999.an estimated accuracy of +/- 6 seconds.
 DJ0999
 DJ0999.The orthometric height was determined by differential leveling
 DJ0999.and adjusted in June 1991.
 DJ0999
 DJ0999.The geoid height was determined by GEOID03.
 DJ0999
 DJ0999.The dynamic height is computed by dividing the NAVD 88
 DJ0999.geopotential number by the normal gravity value computed on the
 DJ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0999.degrees latitude (g = 980.6199 gals.).
 DJ0999
 DJ0999.The modeled gravity was interpolated from observed gravity values.
 DJ0999
 DJ0999;                    North         East    Units  Estimated Accuracy
 DJ0999;SPC MS E     -   456,480.      316,190.      MT  (+/- 180 meters Scaled)
 DJ0999
 DJ0999                          SUPERSEDED SURVEY CONTROL
 DJ0999
 DJ0999  NGVD 29 (??/??/92)   70.899  (m)          232.61   (f) ADJ UNCH    1 2
 DJ0999
 DJ0999.Superseded values are not recommended for survey control.
 DJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0999.See file dsdata.txt to determine how the superseded data were derived.
 DJ0999
 DJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC461209(NAD 83)
 DJ0999_MARKER: DD = SURVEY DISK
 DJ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0999_STAMPING: BM 45V-305 (1966)
 DJ0999_MARK LOGO: MSHD  
 DJ0999_PROJECTION: RECESSED 14 CENTIMETERS
 DJ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0999+STABILITY: SURFACE MOTION
 DJ0999
 DJ0999  HISTORY     - Date     Condition        Report By
 DJ0999  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0999  HISTORY     - 1980     GOOD             MSHD
 DJ0999  HISTORY     - 1983     GOOD             NGS
 DJ0999
 DJ0999                          STATION DESCRIPTION
 DJ0999
 DJ0999'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0999'1.45 MI NW FROM WEST POINT.
 DJ0999'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ0999'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0999'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 0.8
 DJ0999'MILE TO A DRIVEWAY LEADING TO A HOUSE OFF THE HIGHWAY AND THE MARK ON
 DJ0999'THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12
 DJ0999'INCH ROUND, CONCRETE POST.  IT IS 51.5 FEET EAST OF THE CENTER OF
 DJ0999'HIGHWAY 45 WEST, 36.0 FEET NORTHEAST OF A POWER POLE WITH A LIGHT
 DJ0999'METER ON IT, 35.0 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 25.5 FEET
 DJ0999'NORTH OF A BRICK PILLAR, 4.4 FEET NORTH OF A FIRE PLUG, 3 FEET BELOW
 DJ0999'THE LEVEL OF HIGHWAY 45 WEST AND PROJECTS 4 INCHES.  A METAL WITNESS
 DJ0999'POST WAS SET 2.1 FEET SOUTHEAST OF THE MARK.
 DJ0999
 DJ0999                          STATION RECOVERY (1980)
 DJ0999
 DJ0999'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ0999'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO N
 DJ0999'ON HWY 45 A FOR 0.7 MILE AND THE MARK ON THE RIGHT. IT IS 51 FEET E
 DJ0999'CENTER OF HWY, 35 FEET N CENTER OF DRIVEWAY, 25 FEET N OF A BRICK
 DJ0999'PILLAR, 4.5 FEET NE OF A POWERLINE POLE, A FEET N OF A FIRE PLUG.
 DJ0999
 DJ0999                          STATION RECOVERY (1983)
 DJ0999
 DJ0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0999'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.05 KM
 DJ0999'(0.65 MI) WEST ALONG BROAD STREET FROM THE POST OFFICE IN WEST POINT
 DJ0999'TO THE JUNCTION OF U.S. HIGHWAY 45 ALTERNATE, THENCE 1.3 KM (0.8 MI)
 DJ0999'NORTH ALONG U.S. HIGHWAY 45 ALTERNATE, AT A GRAVEL DRIVEWAY LEADING
 DJ0999'EAST, 15.6 METERS (51.5 FT) EAST OF THE CENTER OF THE HIGHWAY,
 DJ0999'12.1 METERS (40.0 FT) NORTH OF THE GRAVEL DRIVEWAY LEADING EAST,
 DJ0999'10.5 METERS (34.5 FT) NORTHWEST OF A POWERLINE POLE WITH LIGHT METER,
 DJ0999'1.4 METERS (4.7 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH A
 DJ0999'TRANSFORMER, 1.3 METERS (4.4 FT) NORTH OF A FIRE PLUG, AND 3.4 METERS
 DJ0999'(11.2 FT) SOUTH OF A GRAVELED DRIVEWAY.
 DJ0999'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DJ0999'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1000 ***********************************************************************
 DJ1000  DESIGNATION -  45 V 306 MSHD
 DJ1000  PID         -  DJ1000
 DJ1000  STATE/COUNTY-  MS/CLAY
 DJ1000  USGS QUAD   -  MULDON (1987)
 DJ1000
 DJ1000                         *CURRENT SURVEY CONTROL
 DJ1000  ___________________________________________________________________
 DJ1000* NAD 83(1986)-  33 37 44.     (N)    088 39 33.     (W)     SCALED    
 DJ1000* NAVD 88     -        79.076  (meters)     259.44   (feet)  ADJUSTED  
 DJ1000  ___________________________________________________________________
 DJ1000  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DJ1000  DYNAMIC HT  -          78.994 (meters)     259.17  (feet)  COMP
 DJ1000  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 DJ1000
 DJ1000  VERT ORDER  -  FIRST     CLASS II
 DJ1000
 DJ1000.The horizontal coordinates were scaled from a topographic map and have
 DJ1000.an estimated accuracy of +/- 6 seconds.
 DJ1000
 DJ1000.The orthometric height was determined by differential leveling
 DJ1000.and adjusted in June 1991.
 DJ1000
 DJ1000.The geoid height was determined by GEOID03.
 DJ1000
 DJ1000.The dynamic height is computed by dividing the NAVD 88
 DJ1000.geopotential number by the normal gravity value computed on the
 DJ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1000.degrees latitude (g = 980.6199 gals.).
 DJ1000
 DJ1000.The modeled gravity was interpolated from observed gravity values.
 DJ1000
 DJ1000;                    North         East    Units  Estimated Accuracy
 DJ1000;SPC MS E     -   457,800.      316,160.      MT  (+/- 180 meters Scaled)
 DJ1000
 DJ1000                          SUPERSEDED SURVEY CONTROL
 DJ1000
 DJ1000  NGVD 29 (??/??/92)   79.044  (m)          259.33   (f) ADJ UNCH    1 2
 DJ1000
 DJ1000.Superseded values are not recommended for survey control.
 DJ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1000.See file dsdata.txt to determine how the superseded data were derived.
 DJ1000
 DJ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC461222(NAD 83)
 DJ1000_MARKER: DD = SURVEY DISK
 DJ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1000_STAMPING: BM 45V-306 (1966)
 DJ1000_MARK LOGO: MSHD  
 DJ1000_PROJECTION: RECESSED 3 CENTIMETERS
 DJ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1000+STABILITY: SURFACE MOTION
 DJ1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1000+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DJ1000
 DJ1000  HISTORY     - Date     Condition        Report By
 DJ1000  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1000  HISTORY     - 1981     GOOD             LOCSUR
 DJ1000  HISTORY     - 1983     GOOD             NGS
 DJ1000  HISTORY     - 20080506 GOOD             TVA
 DJ1000
 DJ1000                          STATION DESCRIPTION
 DJ1000
 DJ1000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1000'2.25 MI NW FROM WEST POINT.
 DJ1000'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1000'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1000'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.6
 DJ1000'MILE TO A DRIVEWAY LEADING BEHIND A TRAILER PARK AND THE MARK ON THE
 DJ1000'LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ1000'ROUND, CONCRETE POST.  IT IS 47.0 FEET WEST OF THE CENTER OF HIGHWAY
 DJ1000'45 WEST, 37.0 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 36.0 FEET
 DJ1000'SOUTHWEST OF O.M. JOHNSONS MAILBOX, 3.1 FEET NORTH OF A POWER POLE,
 DJ1000'1.0 FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST AND PROJECTS 4 INCHES.  A
 DJ1000'METAL WITNESS POST WAS SET 2.2 FEET NORTH OF THE MARK.
 DJ1000
 DJ1000                          STATION RECOVERY (1981)
 DJ1000
 DJ1000'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1000'RECOVERED IN GOOD CONDITION.
 DJ1000
 DJ1000                          STATION RECOVERY (1983)
 DJ1000
 DJ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1000'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.0 KM (0.65
 DJ1000'MI) WEST ALONG BROAD STREET FROM THE POST OFFICE IN WEST POINT, THENCE
 DJ1000'2.6 KM (1.6 MI) NORTHERLY ALONG U.S. HIGHWAY 45 ALTERNATE, ALSO ABOUT
 DJ1000'0.1 KM (0.05 MI) NORTH OF A PAVED ROAD (INDUSTRIAL ACCESS ROAD)
 DJ1000'LEADING EAST, 14.17 METERS (46.5 FT) WEST OF THE CENTERLINE OF THE
 DJ1000'HIGHWAY, 52.43 METERS (172.0 FT) NORTH OF A POWERLINE POLE WITH TWO
 DJ1000'GUY CABLES, 26.52 METERS (87.0 FT) SOUTH OF A POWERLINE POLE,
 DJ1000'13.11 METERS (43.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A METAL
 DJ1000'MANHOLE SEWER COVER, 10.52 METERS (34.5 FT) SOUTH OF THE SOUTH END OF
 DJ1000'A 0.55 METERS (1.8 FT) METAL CULVERT, 6.10 METERS (20.0 FT) EAST OF A
 DJ1000'WIRE FENCE, AND 0.67 METERS (2.2 FT) SOUTH OF A METAL WITNESS POST.
 DJ1000'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DJ1000'THE MARK IS 0.4 M ABOVE HIGHWAY.
 DJ1000
 DJ1000                          STATION RECOVERY (2008)
 DJ1000
 DJ1000'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (MWN)
 DJ1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1001 ***********************************************************************
 DJ1001  DESIGNATION -  45 V 307 MSHD
 DJ1001  PID         -  DJ1001
 DJ1001  STATE/COUNTY-  MS/CLAY
 DJ1001  USGS QUAD   -  MULDON (1987)
 DJ1001
 DJ1001                         *CURRENT SURVEY CONTROL
 DJ1001  ___________________________________________________________________
 DJ1001* NAD 83(1986)-  33 38 28.     (N)    088 39 52.     (W)     SCALED    
 DJ1001* NAVD 88     -        72.109  (meters)     236.58   (feet)  ADJUSTED  
 DJ1001  ___________________________________________________________________
 DJ1001  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DJ1001  DYNAMIC HT  -          72.034 (meters)     236.33  (feet)  COMP
 DJ1001  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 DJ1001
 DJ1001  VERT ORDER  -  FIRST     CLASS II
 DJ1001
 DJ1001.The horizontal coordinates were scaled from a topographic map and have
 DJ1001.an estimated accuracy of +/- 6 seconds.
 DJ1001
 DJ1001.The orthometric height was determined by differential leveling
 DJ1001.and adjusted in June 1991.
 DJ1001
 DJ1001.The geoid height was determined by GEOID03.
 DJ1001
 DJ1001.The dynamic height is computed by dividing the NAVD 88
 DJ1001.geopotential number by the normal gravity value computed on the
 DJ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1001.degrees latitude (g = 980.6199 gals.).
 DJ1001
 DJ1001.The modeled gravity was interpolated from observed gravity values.
 DJ1001
 DJ1001;                    North         East    Units  Estimated Accuracy
 DJ1001;SPC MS E     -   459,150.      315,670.      MT  (+/- 180 meters Scaled)
 DJ1001
 DJ1001                          SUPERSEDED SURVEY CONTROL
 DJ1001
 DJ1001  NGVD 29 (??/??/92)   72.076  (m)          236.47   (f) ADJ UNCH    1 2
 DJ1001
 DJ1001.Superseded values are not recommended for survey control.
 DJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1001.See file dsdata.txt to determine how the superseded data were derived.
 DJ1001
 DJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC456236(NAD 83)
 DJ1001_MARKER: DD = SURVEY DISK
 DJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1001_STAMPING: BM 45V-307 (1966)
 DJ1001_MARK LOGO: MSHD  
 DJ1001_PROJECTION: FLUSH
 DJ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1001+STABILITY: SURFACE MOTION
 DJ1001
 DJ1001  HISTORY     - Date     Condition        Report By
 DJ1001  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1001  HISTORY     - 1980     GOOD             MSHD
 DJ1001  HISTORY     - 1983     GOOD             NGS
 DJ1001
 DJ1001                          STATION DESCRIPTION
 DJ1001
 DJ1001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1001'3.15 MI NW FROM WEST POINT.
 DJ1001'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1001'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1001'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 2.5
 DJ1001'MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING A TRACK ROAD
 DJ1001'LEADING WEST TO A BARN.  THE MARK IS A DISK SET IN THE TOP OF A 12
 DJ1001'INCH ROUND, CONCRETE POST.  IT IS 50.5 FEET WEST OF THE CENTER OF
 DJ1001'HIGHWAY 45 WEST, 105.0 FEET EAST OF A FENCE, 2.7 FEET NORTH OF A POWER
 DJ1001'POLE WITH GUIDE WIRES ON IT, 3 FEET BELOW THE LEVEL OF HIGHWAY 45 WEST
 DJ1001'AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 2.0 FEET NORTH OF
 DJ1001'THE MARK.
 DJ1001
 DJ1001                          STATION RECOVERY (1980)
 DJ1001
 DJ1001'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1001'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO N
 DJ1001'ON HWY 45 A FOR 2.4 MILES TO MARK ON LEFT JUST BEFORE DRIVEWAY TO OLD
 DJ1001'BARN ON W SIDE OF HWY. IT IS 175 FEET S OF S GATEPOST OF OLD ROAD TO
 DJ1001'BARN, 147 FEET S OF BILLBOARD FOR HOLIDAY INN IN STARKVILLE, 50 FEET
 DJ1001'W CENTER OF HWY, 10 FEET E OF NS ENCE AND 2 FEET N OF POWERLINE POLE
 DJ1001'WITH TRANSFORMER.
 DJ1001
 DJ1001                          STATION RECOVERY (1983)
 DJ1001
 DJ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1001'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM
 DJ1001'(0.65 MI) WEST ALONG BROAD STREET FROM THE POST OFFICE IN WEST POINT,
 DJ1001'THENCE 4.0 KM (2.5 MI) NORTH ALONG U.S. HIGHWAY 45 ALTERNATE, AT A
 DJ1001'POWERLINE POLE WITH TRANSFORMER, IS 54.8 METERS (180.0 FT) SOUTH OF A
 DJ1001'METAL GATE, 15.3 METERS (50.5 FT) WEST OF THE CENTER OF THE HIGHWAY,
 DJ1001'8.55 METERS (28.0 FT) SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX AND
 DJ1001'UNDERGROUND WARNING SIGN ON A 3.0 METERS (10.0 FT) POLE, 3.0 METERS
 DJ1001'(10.0 FT) EAST OF A FENCE, AND 0.82 METERS (2.7 FT) NORTH OF A
 DJ1001'POWERLINE POLE WITH TRANSFORMER.
 DJ1001'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DJ1001'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1002 ***********************************************************************
 DJ1002  DESIGNATION -  45 V 308 MSHD
 DJ1002  PID         -  DJ1002
 DJ1002  STATE/COUNTY-  MS/CLAY
 DJ1002  USGS QUAD   -  MULDON (1987)
 DJ1002
 DJ1002                         *CURRENT SURVEY CONTROL
 DJ1002  ___________________________________________________________________
 DJ1002* NAD 83(1986)-  33 39 06.     (N)    088 40 01.     (W)     SCALED    
 DJ1002* NAVD 88     -        75.943  (meters)     249.16   (feet)  ADJUSTED  
 DJ1002  ___________________________________________________________________
 DJ1002  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ1002  DYNAMIC HT  -          75.864 (meters)     248.90  (feet)  COMP
 DJ1002  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DJ1002
 DJ1002  VERT ORDER  -  SECOND    CLASS 0
 DJ1002
 DJ1002.The horizontal coordinates were scaled from a topographic map and have
 DJ1002.an estimated accuracy of +/- 6 seconds.
 DJ1002
 DJ1002.The orthometric height was determined by differential leveling
 DJ1002.and adjusted in June 1991.
 DJ1002
 DJ1002.The geoid height was determined by GEOID03.
 DJ1002
 DJ1002.The dynamic height is computed by dividing the NAVD 88
 DJ1002.geopotential number by the normal gravity value computed on the
 DJ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1002.degrees latitude (g = 980.6199 gals.).
 DJ1002
 DJ1002.The modeled gravity was interpolated from observed gravity values.
 DJ1002
 DJ1002;                    North         East    Units  Estimated Accuracy
 DJ1002;SPC MS E     -   460,330.      315,430.      MT  (+/- 180 meters Scaled)
 DJ1002
 DJ1002                          SUPERSEDED SURVEY CONTROL
 DJ1002
 DJ1002  NGVD 29 (??/??/92)   75.907  (m)          249.04   (f) ADJ UNCH    2 0
 DJ1002
 DJ1002.Superseded values are not recommended for survey control.
 DJ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1002.See file dsdata.txt to determine how the superseded data were derived.
 DJ1002
 DJ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC454247(NAD 83)
 DJ1002_MARKER: DD = SURVEY DISK
 DJ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1002_STAMPING: BM 45V-308 (1966)
 DJ1002_MARK LOGO: MSHD  
 DJ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1002+STABILITY: SURFACE MOTION
 DJ1002
 DJ1002  HISTORY     - Date     Condition        Report By
 DJ1002  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1002  HISTORY     - 1980     POOR             MSHD
 DJ1002  HISTORY     - 1983     POOR             NGS
 DJ1002
 DJ1002                          STATION DESCRIPTION
 DJ1002
 DJ1002'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1002'4.0 MI NW FROM WEST POINT.
 DJ1002'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1002'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1002'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 3.35
 DJ1002'MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK
 DJ1002'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS
 DJ1002'67.0 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 36.0 FEET SOUTH OF
 DJ1002'THE CENTER OF A GRAVEL ROAD, 4.2 FEET SOUTH OF A 30 INCH TWIN OAK,
 DJ1002'ABOUT LEVEL WITH HIGHWAY 45 WEST AND PROJECTS 4 INCHES.  A METAL
 DJ1002'WITNESS POST WAS SET 2.3 FEET SOUTH OF THE MARK.
 DJ1002
 DJ1002                          STATION RECOVERY (1980)
 DJ1002
 DJ1002'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1002'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO
 DJ1002'N O HWY 45 A FOR 3.0 MILES TO THE WOODLAWN MEMORIAL GARDENS CEMETERY
 DJ1002'AND THE MARK IN THE NW CORNER. USE WITH CAUTION, MARK LEANING ABOUT
 DJ1002'10 DEGREES TO N IT IS 98 FEET NNE OF ROW MARKER, 67 FEET E CENTER OF
 DJ1002'HWY, 43 FEET S CENTER BLACKTOP ROAD, 33 FEET NNW OF 12 INCH OAK TREE.
 DJ1002
 DJ1002                          STATION RECOVERY (1983)
 DJ1002
 DJ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1002'RECOVERED IN POOR CONDITION.  MARK FOUND LEANING AT ABOUT 12 TO 15
 DJ1002'DEGREES, ONE SIDE BROKEN OFF, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1003 ***********************************************************************
 DJ1003  DESIGNATION -  45 V 309 MSHD
 DJ1003  PID         -  DJ1003
 DJ1003  STATE/COUNTY-  MS/CLAY
 DJ1003  USGS QUAD   -  MULDON (1987)
 DJ1003
 DJ1003                         *CURRENT SURVEY CONTROL
 DJ1003  ___________________________________________________________________
 DJ1003* NAD 83(1986)-  33 39 42.     (N)    088 40 01.     (W)     SCALED    
 DJ1003* NAVD 88     -        72.427  (meters)     237.62   (feet)  ADJUSTED  
 DJ1003  ___________________________________________________________________
 DJ1003  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ1003  DYNAMIC HT  -          72.352 (meters)     237.37  (feet)  COMP
 DJ1003  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DJ1003
 DJ1003  VERT ORDER  -  SECOND    CLASS 0
 DJ1003
 DJ1003.The horizontal coordinates were scaled from a topographic map and have
 DJ1003.an estimated accuracy of +/- 6 seconds.
 DJ1003
 DJ1003.The orthometric height was determined by differential leveling
 DJ1003.and adjusted in June 1991.
 DJ1003
 DJ1003.The geoid height was determined by GEOID03.
 DJ1003
 DJ1003.The dynamic height is computed by dividing the NAVD 88
 DJ1003.geopotential number by the normal gravity value computed on the
 DJ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1003.degrees latitude (g = 980.6199 gals.).
 DJ1003
 DJ1003.The modeled gravity was interpolated from observed gravity values.
 DJ1003
 DJ1003;                    North         East    Units  Estimated Accuracy
 DJ1003;SPC MS E     -   461,430.      315,430.      MT  (+/- 180 meters Scaled)
 DJ1003
 DJ1003                          SUPERSEDED SURVEY CONTROL
 DJ1003
 DJ1003  NGVD 29 (??/??/92)   72.389  (m)          237.50   (f) ADJ UNCH    2 0
 DJ1003
 DJ1003.Superseded values are not recommended for survey control.
 DJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1003.See file dsdata.txt to determine how the superseded data were derived.
 DJ1003
 DJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC454258(NAD 83)
 DJ1003_MARKER: DD = SURVEY DISK
 DJ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1003_STAMPING: BM 45V-309
 DJ1003_MARK LOGO: MSHD  
 DJ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1003+STABILITY: SURFACE MOTION
 DJ1003
 DJ1003  HISTORY     - Date     Condition        Report By
 DJ1003  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1003  HISTORY     - 1966     GOOD             MSHD
 DJ1003  HISTORY     - 1980     POOR             MSHD
 DJ1003  HISTORY     - 1983     POOR             NGS
 DJ1003
 DJ1003                          STATION DESCRIPTION
 DJ1003
 DJ1003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1003'4.7 MI NW FROM WEST POINT.
 DJ1003'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1003'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1003'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 4.05
 DJ1003'MILES TO A TRACK ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.  THE
 DJ1003'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT
 DJ1003'IS 57.0 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 18.0 FEET NORTH OF
 DJ1003'THE CENTER OF THE TRACK ROAD, 4.5 FEET WEST OF A FENCE, 2 FEET BELOW
 DJ1003'THE LEVEL OF HIGHWAY 45 WEST AND PROJECTS 4 INCHES.  A METAL WITNESS
 DJ1003'POST WAS SET 2.3 FEET SOUTHWEST OF THE MARK.
 DJ1003
 DJ1003                          STATION RECOVERY (1980)
 DJ1003
 DJ1003'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1003'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO N
 DJ1003'ON HWY 45 A FOR A MILES TO A FIELD ROAD ON RIGHT AND THE MARK AS
 DJ1003'DESCRIBED. IT IS 57 FEET E CENTER OF HWY, 18 FEET N CENTER FIELD
 DJ1003'ROAD. IN OLD FENCE LINE. THE MARK IS LEANING ABOUT 15 DEGREES TO THE
 DJ1003'SOUTH AND SHOULD BE USED WITH EXTERENE CAUTION.
 DJ1003
 DJ1003                          STATION RECOVERY (1983)
 DJ1003
 DJ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1003'RECOVERED IN POOR CONDITION.  NOT LEVELED TO IN 1983.  THIS MARK WAS
 DJ1003'FOUND TO BE DISTURBED, LEANING TO ONE SIDE AT A SEVERE ANGLE,
 DJ1003'UNSUITABLE FOR LEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0547 ***********************************************************************
 CO0547  DESIGNATION -  45 V 31
 CO0547  PID         -  CO0547
 CO0547  STATE/COUNTY-  MS/CLARKE
 CO0547  USGS QUAD   -  QUITMAN (1983)
 CO0547
 CO0547                         *CURRENT SURVEY CONTROL
 CO0547  ___________________________________________________________________
 CO0547* NAD 83(1986)-  32 03 11.     (N)    088 43 38.     (W)     SCALED    
 CO0547* NAVD 88     -        81.377  (meters)     266.98   (feet)  ADJUSTED  
 CO0547  ___________________________________________________________________
 CO0547  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CO0547  DYNAMIC HT  -          81.281 (meters)     266.67  (feet)  COMP
 CO0547  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 CO0547
 CO0547  VERT ORDER  -  SECOND    CLASS 0
 CO0547
 CO0547.The horizontal coordinates were scaled from a topographic map and have
 CO0547.an estimated accuracy of +/- 6 seconds.
 CO0547
 CO0547.The orthometric height was determined by differential leveling
 CO0547.and adjusted in June 1991.
 CO0547
 CO0547.The geoid height was determined by GEOID03.
 CO0547
 CO0547.The dynamic height is computed by dividing the NAVD 88
 CO0547.geopotential number by the normal gravity value computed on the
 CO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0547.degrees latitude (g = 980.6199 gals.).
 CO0547
 CO0547.The modeled gravity was interpolated from observed gravity values.
 CO0547
 CO0547;                    North         East    Units  Estimated Accuracy
 CO0547;SPC MS E     -   283,040.      310,020.      MT  (+/- 180 meters Scaled)
 CO0547
 CO0547                          SUPERSEDED SURVEY CONTROL
 CO0547
 CO0547  NGVD 29 (??/??/92)   81.383  (m)          267.00   (f) ADJ UNCH    2 0
 CO0547
 CO0547.Superseded values are not recommended for survey control.
 CO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0547.See file dsdata.txt to determine how the superseded data were derived.
 CO0547
 CO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA369476(NAD 83)
 CO0547_MARKER: DD = SURVEY DISK
 CO0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0547_SP_SET: CONCRETE POST
 CO0547_STAMPING: BM 45V-31 1961
 CO0547_MARK LOGO: MSHD  
 CO0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0547+STABILITY: SURFACE MOTION
 CO0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0547+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1990
 CO0547
 CO0547  HISTORY     - Date     Condition        Report By
 CO0547  HISTORY     - 1961     MONUMENTED       MSHD
 CO0547  HISTORY     - 1964     GOOD             NGS
 CO0547  HISTORY     - 19900530 GOOD             MSHD
 CO0547
 CO0547                          STATION DESCRIPTION
 CO0547
 CO0547'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0547'IN QUITMAN.
 CO0547'LOCATED AT QUITMAN, 7.3 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CO0547'SHIRLEY OWENS ELEMENTARY SCHOOL (NEGRO).  THE MARK IS A STANDARD
 CO0547'MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-31 1961, SET IN THE TOP OF
 CO0547'A 10-INCH SQUARE CONCRETE POST ONE INCH BELOW THE GROUND SURFACE.
 CO0547
 CO0547                          STATION RECOVERY (1964)
 CO0547
 CO0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0547'RECOVERED IN GOOD CONDITION.
 CO0547
 CO0547                          STATION RECOVERY (1990)
 CO0547
 CO0547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0547'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE SCHOOL BUILDING HAS
 CO0547'BEEN ADDED ONTO AND SIDEWALKS SO THE MARK COULD HAVE BEEN DESTROYED
 CO0547'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1004 ***********************************************************************
 DJ1004  DESIGNATION -  45 V 310 MSHD
 DJ1004  PID         -  DJ1004
 DJ1004  STATE/COUNTY-  MS/CLAY
 DJ1004  USGS QUAD   -  MULDON (1987)
 DJ1004
 DJ1004                         *CURRENT SURVEY CONTROL
 DJ1004  ___________________________________________________________________
 DJ1004* NAD 83(1986)-  33 40 22.     (N)    088 40 01.     (W)     SCALED    
 DJ1004* NAVD 88     -        76.230  (meters)     250.10   (feet)  ADJUSTED  
 DJ1004  ___________________________________________________________________
 DJ1004  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DJ1004  DYNAMIC HT  -          76.151 (meters)     249.84  (feet)  COMP
 DJ1004  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 DJ1004
 DJ1004  VERT ORDER  -  FIRST     CLASS II
 DJ1004
 DJ1004.The horizontal coordinates were scaled from a topographic map and have
 DJ1004.an estimated accuracy of +/- 6 seconds.
 DJ1004
 DJ1004.The orthometric height was determined by differential leveling
 DJ1004.and adjusted in June 1991.
 DJ1004
 DJ1004.The geoid height was determined by GEOID03.
 DJ1004
 DJ1004.The dynamic height is computed by dividing the NAVD 88
 DJ1004.geopotential number by the normal gravity value computed on the
 DJ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1004.degrees latitude (g = 980.6199 gals.).
 DJ1004
 DJ1004.The modeled gravity was interpolated from observed gravity values.
 DJ1004
 DJ1004;                    North         East    Units  Estimated Accuracy
 DJ1004;SPC MS E     -   462,670.      315,430.      MT  (+/- 180 meters Scaled)
 DJ1004
 DJ1004                          SUPERSEDED SURVEY CONTROL
 DJ1004
 DJ1004  NGVD 29 (??/??/92)   76.189  (m)          249.96   (f) ADJ UNCH    1 2
 DJ1004
 DJ1004.Superseded values are not recommended for survey control.
 DJ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1004.See file dsdata.txt to determine how the superseded data were derived.
 DJ1004
 DJ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC454271(NAD 83)
 DJ1004_MARKER: DD = SURVEY DISK
 DJ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1004_STAMPING: BM 45V-310 (1966)
 DJ1004_MARK LOGO: MSHD  
 DJ1004_PROJECTION: FLUSH
 DJ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1004+STABILITY: SURFACE MOTION
 DJ1004
 DJ1004  HISTORY     - Date     Condition        Report By
 DJ1004  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1004  HISTORY     - 1980     GOOD             MSHD
 DJ1004  HISTORY     - 1983     GOOD             NGS
 DJ1004
 DJ1004                          STATION DESCRIPTION
 DJ1004
 DJ1004'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1004'5.55 MI NW FROM WEST POINT.
 DJ1004'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1004'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1004'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 4.9
 DJ1004'MILES TO A TRACK ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.  THE
 DJ1004'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT
 DJ1004'IS 65.0 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST, 31.0 FEET NORTH OF
 DJ1004'THE CENTER OF THE TRACK ROAD, 25.5 FEET NORTHWEST OF A POWER POLE, 3.3
 DJ1004'FEET EAST OF A FENCE, 2 FEET BELOW THE LEVEL OF HIGHWAY 45 WEST AND
 DJ1004'FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 2.4 FEET
 DJ1004'NORTHEAST OF THE MARK.
 DJ1004
 DJ1004                          STATION RECOVERY (1980)
 DJ1004
 DJ1004'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1004'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO N
 DJ1004'ON HWY 45 A FOR 4.5 MILES TO THE MARK ON THE LEFT AT DRIVEWAY TO
 DJ1004'BARN. IT IS 0.2 MILE N OF GRAIN STROAGE BINS ON E SIDE OF HWY, 65
 DJ1004'FEET W CENTER OF HWY, 25 FEET NW OF POWERLINE POLE, 3 FEET E OF FENCE
 DJ1004'AND 31 FEET N OF CENTER OF DRIVEWAY TO BARN.
 DJ1004
 DJ1004                          STATION RECOVERY (1983)
 DJ1004
 DJ1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1004'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM
 DJ1004'(0.65 MI) WEST ALONG BROAD STREET FROM THE POST OFFICE IN WEST POINT,
 DJ1004'THENCE 7.6 KM (4.7 MI) NORTH ALONG U.S. HIGHWAY 45 ALTERNATE, AT A
 DJ1004'FIELD ENTRANCE LEADING WEST-NORTHWEST, 19.8 METERS (65.0 FT) WEST OF
 DJ1004'THE CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FT) NORTH OF THE
 DJ1004'CENTER OF THE TRACK ROAD, 7.7 METERS (25.5 FT) NORTHWEST OF A
 DJ1004'POWERLINE POLE, AND 1.0 METER (3.3 FT) EAST OF A FENCE.
 DJ1004'THE MARK IS 0.73 METERS  SW FROM A WITNESS POST.
 DJ1004'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1005 ***********************************************************************
 DJ1005  DESIGNATION -  45 V 311 MSHD
 DJ1005  PID         -  DJ1005
 DJ1005  STATE/COUNTY-  MS/MONROE
 DJ1005  USGS QUAD   -  MULDON (1987)
 DJ1005
 DJ1005                         *CURRENT SURVEY CONTROL
 DJ1005  ___________________________________________________________________
 DJ1005* NAD 83(1986)-  33 41 00.     (N)    088 40 00.     (W)     SCALED    
 DJ1005* NAVD 88     -        81.234  (meters)     266.52   (feet)  ADJUSTED  
 DJ1005  ___________________________________________________________________
 DJ1005  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ1005  DYNAMIC HT  -          81.149 (meters)     266.24  (feet)  COMP
 DJ1005  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 DJ1005
 DJ1005  VERT ORDER  -  FIRST     CLASS II
 DJ1005
 DJ1005.The horizontal coordinates were scaled from a topographic map and have
 DJ1005.an estimated accuracy of +/- 6 seconds.
 DJ1005
 DJ1005.The orthometric height was determined by differential leveling
 DJ1005.and adjusted in June 1991.
 DJ1005
 DJ1005.The geoid height was determined by GEOID03.
 DJ1005
 DJ1005.The dynamic height is computed by dividing the NAVD 88
 DJ1005.geopotential number by the normal gravity value computed on the
 DJ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1005.degrees latitude (g = 980.6199 gals.).
 DJ1005
 DJ1005.The modeled gravity was interpolated from observed gravity values.
 DJ1005
 DJ1005;                    North         East    Units  Estimated Accuracy
 DJ1005;SPC MS E     -   463,840.      315,450.      MT  (+/- 180 meters Scaled)
 DJ1005
 DJ1005                          SUPERSEDED SURVEY CONTROL
 DJ1005
 DJ1005  NGVD 29 (??/??/92)   81.204  (m)          266.42   (f) ADJ UNCH    1 2
 DJ1005
 DJ1005.Superseded values are not recommended for survey control.
 DJ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1005.See file dsdata.txt to determine how the superseded data were derived.
 DJ1005
 DJ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC455282(NAD 83)
 DJ1005_MARKER: DD = SURVEY DISK
 DJ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1005_STAMPING: BM 45V-311 (1966)
 DJ1005_MARK LOGO: MSHD  
 DJ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1005+STABILITY: SURFACE MOTION
 DJ1005
 DJ1005  HISTORY     - Date     Condition        Report By
 DJ1005  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1005  HISTORY     - 1981     GOOD             LOCSUR
 DJ1005  HISTORY     - 1983     GOOD             NGS
 DJ1005  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1005
 DJ1005                          STATION DESCRIPTION
 DJ1005
 DJ1005'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1005'6.35 MI NW FROM WEST POINT.
 DJ1005'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1005'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1005'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5
 DJ1005'MILES TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45
 DJ1005'WEST FOR 0.2 MILE TO A HORSESHOE DRIVE IN A CHURCH YARD AND THE MARK
 DJ1005'ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12
 DJ1005'INCH ROUND, CONCRETE POST.  IT IS 56.0 FEET EAST OF THE CENTER OF
 DJ1005'HIGHWAY 45 WEST, 28 FEET SOUTH OF A 24 INCH OAK, 13.0 FEET SOUTH OF
 DJ1005'THE CENTER OF THE DRIVEWAY AND 3.8 FEET SOUTHWEST OF A FENCE CORNER, 2
 DJ1005'FEET BELOW THE LEVEL OF HIGHWAY 45 WEST AND PROJECTS 1 INCH.  A METAL
 DJ1005'WITNESS POST WAS SET 2.2 FEET SOUTH OF THE MARK.
 DJ1005
 DJ1005                          STATION RECOVERY (1981)
 DJ1005
 DJ1005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1005'RECOVERED IN GOOD CONDITION.
 DJ1005
 DJ1005                          STATION RECOVERY (1983)
 DJ1005
 DJ1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1005'RECOVERED IN GOOD CONDITION.
 DJ1005
 DJ1005                          STATION RECOVERY (2000)
 DJ1005
 DJ1005'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1006 ***********************************************************************
 DJ1006  DESIGNATION -  45 V 312 MSHD
 DJ1006  PID         -  DJ1006
 DJ1006  STATE/COUNTY-  MS/MONROE
 DJ1006  USGS QUAD   -  MULDON (1987)
 DJ1006
 DJ1006                         *CURRENT SURVEY CONTROL
 DJ1006  ___________________________________________________________________
 DJ1006* NAD 83(1986)-  33 41 39.     (N)    088 40 01.     (W)     SCALED    
 DJ1006* NAVD 88     -        76.029  (meters)     249.44   (feet)  ADJUSTED  
 DJ1006  ___________________________________________________________________
 DJ1006  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1006  DYNAMIC HT  -          75.950 (meters)     249.18  (feet)  COMP
 DJ1006  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 DJ1006
 DJ1006  VERT ORDER  -  SECOND    CLASS 0
 DJ1006
 DJ1006.The horizontal coordinates were scaled from a topographic map and have
 DJ1006.an estimated accuracy of +/- 6 seconds.
 DJ1006
 DJ1006.The orthometric height was determined by differential leveling
 DJ1006.and adjusted in June 1991.
 DJ1006
 DJ1006.The geoid height was determined by GEOID03.
 DJ1006
 DJ1006.The dynamic height is computed by dividing the NAVD 88
 DJ1006.geopotential number by the normal gravity value computed on the
 DJ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1006.degrees latitude (g = 980.6199 gals.).
 DJ1006
 DJ1006.The modeled gravity was interpolated from observed gravity values.
 DJ1006
 DJ1006;                    North         East    Units  Estimated Accuracy
 DJ1006;SPC MS E     -   465,040.      315,430.      MT  (+/- 180 meters Scaled)
 DJ1006
 DJ1006                          SUPERSEDED SURVEY CONTROL
 DJ1006
 DJ1006  NGVD 29 (??/??/92)   75.997  (m)          249.33   (f) ADJ UNCH    2 0
 DJ1006
 DJ1006.Superseded values are not recommended for survey control.
 DJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1006.See file dsdata.txt to determine how the superseded data were derived.
 DJ1006
 DJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC455294(NAD 83)
 DJ1006_MARKER: DD = SURVEY DISK
 DJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1006_STAMPING: BM 45V-312 (1966)
 DJ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1006+STABILITY: SURFACE MOTION
 DJ1006
 DJ1006  HISTORY     - Date     Condition        Report By
 DJ1006  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1006  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1006
 DJ1006                          STATION DESCRIPTION
 DJ1006
 DJ1006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1006'7.15 MI NW FROM WEST POINT.
 DJ1006'TO REACH THE MARK FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON
 DJ1006'BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ1006'45 WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5
 DJ1006'MILES TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45
 DJ1006'WEST FOR 1.0 MILE TO A SIDE ROAD AND THE MARK ON THE RIGHT AS
 DJ1006'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 DJ1006'CONCRETE POST.  IT IS 51.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST,
 DJ1006'41.3 FEET SOUTHEAST OF A STOP SIGN, 30.5 FEET NORTHEAST OF THE STRONG
 DJ1006'SIGN, 19.0 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 3.0 FEET
 DJ1006'SOUTHWEST OF A FENCE CORNER, 1 FOOT BELOW THE LEVEL OF HIGHWAY 45 WEST
 DJ1006'AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET 2.4 FEET SOUTHWEST
 DJ1006'OF THE MARK.
 DJ1006
 DJ1006                          STATION RECOVERY (1983)
 DJ1006
 DJ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1006'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1007 ***********************************************************************
 DJ1007  DESIGNATION -  45 V 313 MSHD
 DJ1007  PID         -  DJ1007
 DJ1007  STATE/COUNTY-  MS/MONROE
 DJ1007  USGS QUAD   -  MULDON (1987)
 DJ1007
 DJ1007                         *CURRENT SURVEY CONTROL
 DJ1007  ___________________________________________________________________
 DJ1007* NAD 83(1986)-  33 42 20.     (N)    088 40 02.     (W)     SCALED    
 DJ1007* NAVD 88     -        75.355  (meters)     247.23   (feet)  ADJUSTED  
 DJ1007  ___________________________________________________________________
 DJ1007  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DJ1007  DYNAMIC HT  -          75.277 (meters)     246.97  (feet)  COMP
 DJ1007  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 DJ1007
 DJ1007  VERT ORDER  -  FIRST     CLASS II
 DJ1007
 DJ1007.The horizontal coordinates were scaled from a topographic map and have
 DJ1007.an estimated accuracy of +/- 6 seconds.
 DJ1007
 DJ1007.The orthometric height was determined by differential leveling
 DJ1007.and adjusted in June 1991.
 DJ1007
 DJ1007.The geoid height was determined by GEOID03.
 DJ1007
 DJ1007.The dynamic height is computed by dividing the NAVD 88
 DJ1007.geopotential number by the normal gravity value computed on the
 DJ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1007.degrees latitude (g = 980.6199 gals.).
 DJ1007
 DJ1007.The modeled gravity was interpolated from observed gravity values.
 DJ1007
 DJ1007;                    North         East    Units  Estimated Accuracy
 DJ1007;SPC MS E     -   466,300.      315,400.      MT  (+/- 180 meters Scaled)
 DJ1007
 DJ1007                          SUPERSEDED SURVEY CONTROL
 DJ1007
 DJ1007  NGVD 29 (??/??/92)   75.320  (m)          247.11   (f) ADJ UNCH    1 2
 DJ1007
 DJ1007.Superseded values are not recommended for survey control.
 DJ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1007.See file dsdata.txt to determine how the superseded data were derived.
 DJ1007
 DJ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC454307(NAD 83)
 DJ1007_MARKER: DD = SURVEY DISK
 DJ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1007_STAMPING: BM 45V-313
 DJ1007_MARK LOGO: MSHD  
 DJ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1007+STABILITY: SURFACE MOTION
 DJ1007
 DJ1007  HISTORY     - Date     Condition        Report By
 DJ1007  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1007  HISTORY     - 1966     GOOD             MSHD
 DJ1007  HISTORY     - 1983     GOOD             NGS
 DJ1007
 DJ1007                          STATION DESCRIPTION
 DJ1007
 DJ1007'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1007'7.95 MI NW FROM WEST POINT.
 DJ1007'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1007'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1007'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ1007'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1007'1.8 MILES TO THE MARK ON THE RIGHT JUST PAST A CONCRETE BOX CULVERT
 DJ1007'ACROSS THE HIGHWAY.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ1007'ROUND, CONCRETE POST.  IT IS 48.5 FEET EAST OF THE CENTER OF HIGHWAY
 DJ1007'45 WEST, 45 FEET SOUTHEAST OF HIGHWAY STATION 307, 3.3 FEET WEST OF A
 DJ1007'FENCE, 3 FEET BELOW THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 2
 DJ1007'INCHES.  A METAL WITNESS POST WAS SET 2.6 FEET SOUTH OF THE MARK.
 DJ1007
 DJ1007                          STATION RECOVERY (1983)
 DJ1007
 DJ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1008 ***********************************************************************
 DJ1008  DESIGNATION -  45 V 314 MSHD
 DJ1008  PID         -  DJ1008
 DJ1008  STATE/COUNTY-  MS/MONROE
 DJ1008  USGS QUAD   -  MULDON (1987)
 DJ1008
 DJ1008                         *CURRENT SURVEY CONTROL
 DJ1008  ___________________________________________________________________
 DJ1008* NAD 83(1986)-  33 43 06.     (N)    088 40 14.     (W)     SCALED    
 DJ1008* NAVD 88     -        84.082  (meters)     275.86   (feet)  ADJUSTED  
 DJ1008  ___________________________________________________________________
 DJ1008  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ1008  DYNAMIC HT  -          83.995 (meters)     275.57  (feet)  COMP
 DJ1008  MODELED GRAV-     979,604.6   (mgal)                       NAVD 88
 DJ1008
 DJ1008  VERT ORDER  -  FIRST     CLASS II
 DJ1008
 DJ1008.The horizontal coordinates were scaled from a topographic map and have
 DJ1008.an estimated accuracy of +/- 6 seconds.
 DJ1008
 DJ1008.The orthometric height was determined by differential leveling
 DJ1008.and adjusted in June 1991.
 DJ1008
 DJ1008.The geoid height was determined by GEOID03.
 DJ1008
 DJ1008.The dynamic height is computed by dividing the NAVD 88
 DJ1008.geopotential number by the normal gravity value computed on the
 DJ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1008.degrees latitude (g = 980.6199 gals.).
 DJ1008
 DJ1008.The modeled gravity was interpolated from observed gravity values.
 DJ1008
 DJ1008;                    North         East    Units  Estimated Accuracy
 DJ1008;SPC MS E     -   467,720.      315,090.      MT  (+/- 180 meters Scaled)
 DJ1008
 DJ1008                          SUPERSEDED SURVEY CONTROL
 DJ1008
 DJ1008  NGVD 29 (??/??/92)   84.031  (m)          275.69   (f) ADJ UNCH    1 2
 DJ1008
 DJ1008.Superseded values are not recommended for survey control.
 DJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1008.See file dsdata.txt to determine how the superseded data were derived.
 DJ1008
 DJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC452321(NAD 83)
 DJ1008_MARKER: DD = SURVEY DISK
 DJ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1008_STAMPING: BM 45V-314 (1966)
 DJ1008_MARK LOGO: MSHD  
 DJ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1008+STABILITY: SURFACE MOTION
 DJ1008
 DJ1008  HISTORY     - Date     Condition        Report By
 DJ1008  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1008  HISTORY     - 1983     GOOD             NGS
 DJ1008  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1008
 DJ1008                          STATION DESCRIPTION
 DJ1008
 DJ1008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1008'8.75 MI NW FROM WEST POINT.
 DJ1008'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1008'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1008'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ1008'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1008'2.6 MILES TO THE TOP OF A HILL AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1008'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 DJ1008'IT IS 115 FEET SOUTHEAST OF AN UNLAWFUL TO PASS STOPPED SCHOOL BUS
 DJ1008'SIGN, 41.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, ABOUT LEVEL
 DJ1008'WITH HIGHWAY 45 WEST, AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS
 DJ1008'SET 2 FEET SOUTHEAST OF THE MARK.
 DJ1008
 DJ1008                          STATION RECOVERY (1983)
 DJ1008
 DJ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1008'RECOVERED IN GOOD CONDITION.
 DJ1008
 DJ1008                          STATION RECOVERY (2000)
 DJ1008
 DJ1008'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1008'MOST LIKELY DESTROYED BY HIGHWAY RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1009 ***********************************************************************
 DJ1009  DESIGNATION -  45 V 315
 DJ1009  PID         -  DJ1009
 DJ1009  STATE/COUNTY-  MS/MONROE
 DJ1009  USGS QUAD   -  MULDON (1987)
 DJ1009
 DJ1009                         *CURRENT SURVEY CONTROL
 DJ1009  ___________________________________________________________________
 DJ1009* NAD 83(1986)-  33 43 26.     (N)    088 39 50.     (W)     SCALED    
 DJ1009* NAVD 88     -        82.615  (meters)     271.05   (feet)  ADJUSTED  
 DJ1009  ___________________________________________________________________
 DJ1009  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ1009  DYNAMIC HT  -          82.530 (meters)     270.77  (feet)  COMP
 DJ1009  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 DJ1009
 DJ1009  VERT ORDER  -  SECOND    CLASS 0
 DJ1009
 DJ1009.The horizontal coordinates were scaled from a topographic map and have
 DJ1009.an estimated accuracy of +/- 6 seconds.
 DJ1009
 DJ1009.The orthometric height was determined by differential leveling
 DJ1009.and adjusted in June 1991.
 DJ1009
 DJ1009.The geoid height was determined by GEOID03.
 DJ1009
 DJ1009.The dynamic height is computed by dividing the NAVD 88
 DJ1009.geopotential number by the normal gravity value computed on the
 DJ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1009.degrees latitude (g = 980.6199 gals.).
 DJ1009
 DJ1009.The modeled gravity was interpolated from observed gravity values.
 DJ1009
 DJ1009;                    North         East    Units  Estimated Accuracy
 DJ1009;SPC MS E     -   468,340.      315,700.      MT  (+/- 180 meters Scaled)
 DJ1009
 DJ1009                          SUPERSEDED SURVEY CONTROL
 DJ1009
 DJ1009  NGVD 29 (??/??/92)   82.570  (m)          270.90   (f) ADJ UNCH    2 0
 DJ1009
 DJ1009.Superseded values are not recommended for survey control.
 DJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1009.See file dsdata.txt to determine how the superseded data were derived.
 DJ1009
 DJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC458327(NAD 83)
 DJ1009_MARKER: DD = SURVEY DISK
 DJ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1009_STAMPING: BM 45V-315
 DJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1009+STABILITY: SURFACE MOTION
 DJ1009
 DJ1009  HISTORY     - Date     Condition        Report By
 DJ1009  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1009  HISTORY     - 1966     GOOD             MSHD
 DJ1009
 DJ1009                          STATION DESCRIPTION
 DJ1009
 DJ1009'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1009'8.95 MI N FROM WEST POINT.
 DJ1009'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1009'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1009'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ1009'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1009'2.9 MILES TO A NEW ROAD UNDER CONSTRUCTION ON THE RIGHT AT THE FOOT OF
 DJ1009'A HILL, TURN RIGHT (NORTH-NORTHEAST) AND CONTINUE ON THE ROAD UNDER
 DJ1009'CONSTRUCTION FOR 0.5 MILE TO A CROSSROADS, TURN RIGHT (EAST) AND
 DJ1009'CONTINUE ON AN ALL-WEATHER ROAD FOR APPROXIMATELY 200 FEET TO THE MARK
 DJ1009'ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12
 DJ1009'INCH ROUND, CONCRETE POST.  IT IS 22 FEET NORTH OF THE CENTER OF THE
 DJ1009'GRAVEL ROAD, 5.2 FEET SOUTH OF POLE NO. 15, 5 FEET NORTH OF A FENCE,
 DJ1009'ABOUT LEVEL WITH THE GRAVEL ROAD, AND PROJECTS 2 INCHES. A METAL
 DJ1009'WITNESS POST WAS SET 1.8 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1010 ***********************************************************************
 DJ1010  DESIGNATION -  45 V 316 MSHD
 DJ1010  PID         -  DJ1010
 DJ1010  STATE/COUNTY-  MS/MONROE
 DJ1010  USGS QUAD   -  MULDON (1987)
 DJ1010
 DJ1010                         *CURRENT SURVEY CONTROL
 DJ1010  ___________________________________________________________________
 DJ1010* NAD 83(1986)-  33 44 30.     (N)    088 40 42.     (W)     SCALED    
 DJ1010* NAVD 88     -        82.491  (meters)     270.64   (feet)  ADJUSTED  
 DJ1010  ___________________________________________________________________
 DJ1010  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1010  DYNAMIC HT  -          82.407 (meters)     270.36  (feet)  COMP
 DJ1010  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 DJ1010
 DJ1010  VERT ORDER  -  FIRST     CLASS II
 DJ1010
 DJ1010.The horizontal coordinates were scaled from a topographic map and have
 DJ1010.an estimated accuracy of +/- 6 seconds.
 DJ1010
 DJ1010.The orthometric height was determined by differential leveling
 DJ1010.and adjusted in June 1991.
 DJ1010
 DJ1010.The geoid height was determined by GEOID03.
 DJ1010
 DJ1010.The dynamic height is computed by dividing the NAVD 88
 DJ1010.geopotential number by the normal gravity value computed on the
 DJ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1010.degrees latitude (g = 980.6199 gals.).
 DJ1010
 DJ1010.The modeled gravity was interpolated from observed gravity values.
 DJ1010
 DJ1010;                    North         East    Units  Estimated Accuracy
 DJ1010;SPC MS E     -   470,310.      314,360.      MT  (+/- 180 meters Scaled)
 DJ1010
 DJ1010                          SUPERSEDED SURVEY CONTROL
 DJ1010
 DJ1010  NGVD 29 (??/??/92)   82.431  (m)          270.44   (f) ADJ UNCH    1 2
 DJ1010
 DJ1010.Superseded values are not recommended for survey control.
 DJ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1010.See file dsdata.txt to determine how the superseded data were derived.
 DJ1010
 DJ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC445347(NAD 83)
 DJ1010_MARKER: DD = SURVEY DISK
 DJ1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1010_STAMPING: BM 45V-316 (1966)
 DJ1010_MARK LOGO: MSHD  
 DJ1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1010+STABILITY: SURFACE MOTION
 DJ1010
 DJ1010  HISTORY     - Date     Condition        Report By
 DJ1010  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1010  HISTORY     - 1983     GOOD             NGS
 DJ1010  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1010
 DJ1010                          STATION DESCRIPTION
 DJ1010
 DJ1010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1010'10.65 MI NW FROM WEST POINT.
 DJ1010'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1010'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1010'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ1010'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1010'4.5 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK
 DJ1010'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 44.5 FEET
 DJ1010'WEST OF THE CENTER OF HIGHWAY 45 WEST, 4 FEET NORTH OF A POWER POLE, 3
 DJ1010'FEET ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 2 INCHES. A
 DJ1010'METAL WITNESS POST WAS SET 2.1 FEET NORTH OF THE MARK.
 DJ1010
 DJ1010                          STATION RECOVERY (1983)
 DJ1010
 DJ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1010'RECOVERED IN GOOD CONDITION.
 DJ1010
 DJ1010                          STATION RECOVERY (2000)
 DJ1010
 DJ1010'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1010'MOST LIKELY DESTROYED BY HIGHWAY RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1015 ***********************************************************************
 DJ1015  DESIGNATION -  45 V 317 MSHD
 DJ1015  PID         -  DJ1015
 DJ1015  STATE/COUNTY-  MS/MONROE
 DJ1015  USGS QUAD   -  PRAIRIE (1982)
 DJ1015
 DJ1015                         *CURRENT SURVEY CONTROL
 DJ1015  ___________________________________________________________________
 DJ1015* NAD 83(1986)-  33 46 32.     (N)    088 41 23.     (W)     SCALED    
 DJ1015* NAVD 88     -        76.981  (meters)     252.56   (feet)  ADJUSTED  
 DJ1015  ___________________________________________________________________
 DJ1015  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DJ1015  DYNAMIC HT  -          76.902 (meters)     252.30  (feet)  COMP
 DJ1015  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 DJ1015
 DJ1015  VERT ORDER  -  FIRST     CLASS II
 DJ1015
 DJ1015.The horizontal coordinates were scaled from a topographic map and have
 DJ1015.an estimated accuracy of +/- 6 seconds.
 DJ1015
 DJ1015.The orthometric height was determined by differential leveling
 DJ1015.and adjusted in June 1991.
 DJ1015
 DJ1015.The geoid height was determined by GEOID03.
 DJ1015
 DJ1015.The dynamic height is computed by dividing the NAVD 88
 DJ1015.geopotential number by the normal gravity value computed on the
 DJ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1015.degrees latitude (g = 980.6199 gals.).
 DJ1015
 DJ1015.The modeled gravity was interpolated from observed gravity values.
 DJ1015
 DJ1015;                    North         East    Units  Estimated Accuracy
 DJ1015;SPC MS E     -   474,060.      313,300.      MT  (+/- 180 meters Scaled)
 DJ1015
 DJ1015                          SUPERSEDED SURVEY CONTROL
 DJ1015
 DJ1015  NGVD 29 (??/??/92)   76.939  (m)          252.42   (f) ADJ UNCH    1 2
 DJ1015
 DJ1015.Superseded values are not recommended for survey control.
 DJ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1015.See file dsdata.txt to determine how the superseded data were derived.
 DJ1015
 DJ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC435385(NAD 83)
 DJ1015_MARKER: DD = SURVEY DISK
 DJ1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1015_SP_SET: CULVERT
 DJ1015_STAMPING: BM 45V-317 (1966)
 DJ1015_MARK LOGO: MSHD  
 DJ1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1015
 DJ1015  HISTORY     - Date     Condition        Report By
 DJ1015  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1015  HISTORY     - 1983     GOOD             NGS
 DJ1015
 DJ1015                          STATION DESCRIPTION
 DJ1015
 DJ1015'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1015'13.15 MI NW FROM WEST POINT.
 DJ1015'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1015'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1015'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ1015'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1015'7.05 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED. IT
 DJ1015'IS 52.5 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 22 FEET SOUTHEAST
 DJ1015'OF THE SOUTH END OF A METAL CULVERT, 11.5 FEET SOUTH OF THE CENTER OF
 DJ1015'A NARROW GRAVEL ROAD, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 3
 DJ1015'INCHES.  A METAL WITNESS POST WAS SET 2.2 FEET SOUTH OF THE MARK.
 DJ1015
 DJ1015                          STATION RECOVERY (1983)
 DJ1015
 DJ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1016 ***********************************************************************
 DJ1016  DESIGNATION -  45 V 318 MSHD
 DJ1016  PID         -  DJ1016
 DJ1016  STATE/COUNTY-  MS/MONROE
 DJ1016  USGS QUAD   -  PRAIRIE (1982)
 DJ1016
 DJ1016                         *CURRENT SURVEY CONTROL
 DJ1016  ___________________________________________________________________
 DJ1016* NAD 83(1986)-  33 47 11.     (N)    088 41 40.     (W)     SCALED    
 DJ1016* NAVD 88     -        80.659  (meters)     264.63   (feet)  ADJUSTED  
 DJ1016  ___________________________________________________________________
 DJ1016  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1016  DYNAMIC HT  -          80.576 (meters)     264.36  (feet)  COMP
 DJ1016  MODELED GRAV-     979,614.0   (mgal)                       NAVD 88
 DJ1016
 DJ1016  VERT ORDER  -  FIRST     CLASS II
 DJ1016
 DJ1016.The horizontal coordinates were scaled from a topographic map and have
 DJ1016.an estimated accuracy of +/- 6 seconds.
 DJ1016
 DJ1016.The orthometric height was determined by differential leveling
 DJ1016.and adjusted in June 1991.
 DJ1016
 DJ1016.The geoid height was determined by GEOID03.
 DJ1016
 DJ1016.The dynamic height is computed by dividing the NAVD 88
 DJ1016.geopotential number by the normal gravity value computed on the
 DJ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1016.degrees latitude (g = 980.6199 gals.).
 DJ1016
 DJ1016.The modeled gravity was interpolated from observed gravity values.
 DJ1016
 DJ1016;                    North         East    Units  Estimated Accuracy
 DJ1016;SPC MS E     -   475,260.      312,860.      MT  (+/- 180 meters Scaled)
 DJ1016
 DJ1016                          SUPERSEDED SURVEY CONTROL
 DJ1016
 DJ1016  NGVD 29 (??/??/92)   80.610  (m)          264.47   (f) ADJ UNCH    1 2
 DJ1016
 DJ1016.Superseded values are not recommended for survey control.
 DJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1016.See file dsdata.txt to determine how the superseded data were derived.
 DJ1016
 DJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC431397(NAD 83)
 DJ1016_MARKER: DD = SURVEY DISK
 DJ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1016_STAMPING: BM 45V-318 (1966)
 DJ1016_MARK LOGO: MSHD  
 DJ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1016+STABILITY: SURFACE MOTION
 DJ1016
 DJ1016  HISTORY     - Date     Condition        Report By
 DJ1016  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1016  HISTORY     - 1983     GOOD             NGS
 DJ1016
 DJ1016                          STATION DESCRIPTION
 DJ1016
 DJ1016'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1016'14.05 MI NW FROM WEST POINT.
 DJ1016'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1016'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1016'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ1016'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1016'7.9 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK
 DJ1016'SET IN THE TOP OF A ROUND, CONCRETE POST.  IT IS 55.5 FEET WEST OF THE
 DJ1016'HIGHWAY 45 WEST OFFSET STATION NO. 615, 46.5 FEET SOUTHWEST OF THE
 DJ1016'CENTER OF HIGHWAY 45 WEST, 6 FEET NORTH OF A RIGHT-OF-WAY MARKER, 3.1
 DJ1016'FEET SOUTHEAST OF A POWER POLE, 3 FEET BELOW THE LEVEL OF HIGHWAY 45
 DJ1016'WEST, AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 2 FEET
 DJ1016'NORTHWEST OF THE MARK.
 DJ1016
 DJ1016                          STATION RECOVERY (1983)
 DJ1016
 DJ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1017 ***********************************************************************
 DJ1017  DESIGNATION -  45 V 319 MSHD
 DJ1017  PID         -  DJ1017
 DJ1017  STATE/COUNTY-  MS/MONROE
 DJ1017  USGS QUAD   -  PRAIRIE (1982)
 DJ1017
 DJ1017                         *CURRENT SURVEY CONTROL
 DJ1017  ___________________________________________________________________
 DJ1017* NAD 83(1986)-  33 48 13.     (N)    088 41 58.     (W)     SCALED    
 DJ1017* NAVD 88     -        79.125  (meters)     259.60   (feet)  ADJUSTED  
 DJ1017  ___________________________________________________________________
 DJ1017  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1017  DYNAMIC HT  -          79.044 (meters)     259.33  (feet)  COMP
 DJ1017  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 DJ1017
 DJ1017  VERT ORDER  -  FIRST     CLASS II
 DJ1017
 DJ1017.The horizontal coordinates were scaled from a topographic map and have
 DJ1017.an estimated accuracy of +/- 6 seconds.
 DJ1017
 DJ1017.The orthometric height was determined by differential leveling
 DJ1017.and adjusted in June 1991.
 DJ1017.WARNING-Repeat measurements at this control monument indicate possible
 DJ1017.vertical movement.
 DJ1017
 DJ1017.The geoid height was determined by GEOID03.
 DJ1017
 DJ1017.The dynamic height is computed by dividing the NAVD 88
 DJ1017.geopotential number by the normal gravity value computed on the
 DJ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1017.degrees latitude (g = 980.6199 gals.).
 DJ1017
 DJ1017.The modeled gravity was interpolated from observed gravity values.
 DJ1017
 DJ1017;                    North         East    Units  Estimated Accuracy
 DJ1017;SPC MS E     -   477,170.      312,400.      MT  (+/- 180 meters Scaled)
 DJ1017
 DJ1017                          SUPERSEDED SURVEY CONTROL
 DJ1017
 DJ1017  NGVD 29 (??/??/92)   79.060  (m)          259.38   (f) ADJ UNCH    1 2
 DJ1017
 DJ1017.Superseded values are not recommended for survey control.
 DJ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1017.See file dsdata.txt to determine how the superseded data were derived.
 DJ1017
 DJ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC426416(NAD 83)
 DJ1017_MARKER: DD = SURVEY DISK
 DJ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1017_STAMPING: BM 45V-319 (1966)
 DJ1017_MARK LOGO: MSHD  
 DJ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1017+STABILITY: SURFACE MOTION
 DJ1017
 DJ1017  HISTORY     - Date     Condition        Report By
 DJ1017  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1017  HISTORY     - 1983     GOOD             NGS
 DJ1017
 DJ1017                          STATION DESCRIPTION
 DJ1017
 DJ1017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1017'15.35 MI NW FROM WEST POINT.
 DJ1017'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1017'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1017'WEST, TURN RIGHT (NORTH) AND CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ1017'14.1 MILES TO MISSISSIPPI HIGHWAY 382 ON THE RIGHT, CONTINUE NORTH ON
 DJ1017'HIGHWAY 45 WEST FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED. THE
 DJ1017'DISK IS SET IN THE TOP OF A ROUND, CONCRETE POST.  IT IS 55.5 FEET
 DJ1017'WEST OF HIGHWAY 45 WEST OFFSET STATION NO. 680, 46 FEET SOUTHWEST OF
 DJ1017'THE CENTER OF HIGHWAY 45 WEST, 10 FEET NORTH OF A RIGHT-OF-WAY MARKER,
 DJ1017'2.9 FEET SOUTH OF A POWER POLE, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45
 DJ1017'WEST, AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 2 FEET
 DJ1017'NORTH OF THE MARK.
 DJ1017
 DJ1017                          STATION RECOVERY (1983)
 DJ1017
 DJ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0553 ***********************************************************************
 CO0553  DESIGNATION -  45 V 32
 CO0553  PID         -  CO0553
 CO0553  STATE/COUNTY-  MS/CLARKE
 CO0553  USGS QUAD   -  QUITMAN (1983)
 CO0553
 CO0553                         *CURRENT SURVEY CONTROL
 CO0553  ___________________________________________________________________
 CO0553* NAD 83(1986)-  32 04 51.     (N)    088 43 46.     (W)     SCALED    
 CO0553* NAVD 88     -        87.295  (meters)     286.40   (feet)  ADJUSTED  
 CO0553  ___________________________________________________________________
 CO0553  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CO0553  DYNAMIC HT  -          87.192 (meters)     286.06  (feet)  COMP
 CO0553  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CO0553
 CO0553  VERT ORDER  -  FIRST     CLASS II
 CO0553
 CO0553.The horizontal coordinates were scaled from a topographic map and have
 CO0553.an estimated accuracy of +/- 6 seconds.
 CO0553
 CO0553.The orthometric height was determined by differential leveling
 CO0553.and adjusted in June 1991.
 CO0553
 CO0553.The geoid height was determined by GEOID03.
 CO0553
 CO0553.The dynamic height is computed by dividing the NAVD 88
 CO0553.geopotential number by the normal gravity value computed on the
 CO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0553.degrees latitude (g = 980.6199 gals.).
 CO0553
 CO0553.The modeled gravity was interpolated from observed gravity values.
 CO0553
 CO0553;                    North         East    Units  Estimated Accuracy
 CO0553;SPC MS E     -   286,120.      309,810.      MT  (+/- 180 meters Scaled)
 CO0553
 CO0553                          SUPERSEDED SURVEY CONTROL
 CO0553
 CO0553  NGVD 29 (??/??/??)   87.278  (m)          286.34   (f) ADJUSTED    1 2
 CO0553
 CO0553.Superseded values are not recommended for survey control.
 CO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0553.See file dsdata.txt to determine how the superseded data were derived.
 CO0553
 CO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA367507(NAD 83)
 CO0553_MARKER: DD = SURVEY DISK
 CO0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0553_SP_SET: CONCRETE POST
 CO0553_STAMPING: BM 45V-32 1961
 CO0553_MARK LOGO: MSHD  
 CO0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0553+STABILITY: SURFACE MOTION
 CO0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0553+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 CO0553
 CO0553  HISTORY     - Date     Condition        Report By
 CO0553  HISTORY     - 1961     MONUMENTED       MSHD
 CO0553  HISTORY     - 1964     GOOD             NGS
 CO0553  HISTORY     - 1980     GOOD             NGS
 CO0553  HISTORY     - 19900523 GOOD             MSHD
 CO0553  HISTORY     - 20080324 GOOD             MSHD
 CO0553
 CO0553                          STATION DESCRIPTION
 CO0553
 CO0553'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0553'2.95 MI N FROM QUITMAN.
 CO0553'LOCATED ABOUT 2.95 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, ON
 CO0553'THE PROPERTY OF G.H. WALDRUP.  TO REACH FROM THE COURTHOUSE IN QUITMAN
 CO0553'GO NORTHERLY ON U.S. HIGHWAY 45 FOR 2.95 MILES TO A LUMBER MILL AND
 CO0553'THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE
 CO0553'DISK STAMPED BM 45V-32 1961, SET IN THE TOP OF A 10-INCH SQUARE
 CO0553'CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT 150 FEET NORTH OF AN
 CO0553'OLD STORE BUILDING, 150 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CO0553'93.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE,
 CO0553'30.5 FEET WEST OF A 30-INCH OAK TREE, 2.5 FEET NORTHWEST OF A METAL
 CO0553'WITNESS POST AND 1.7 FEET WEST OF A POWERLINE POLE.
 CO0553
 CO0553                          STATION RECOVERY (1964)
 CO0553
 CO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0553'RECOVERED IN GOOD CONDITION.
 CO0553
 CO0553                          STATION RECOVERY (1980)
 CO0553
 CO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0553'DELETE-THE MEASUREMENT TO THE OLD STORE BUILDING, IT HAS SINCE BEEN
 CO0553'DESTROYED.
 CO0553'ADD-5.5 METERS (18.7 FEET) EAST OF A POWER POLE.
 CO0553
 CO0553                          STATION RECOVERY (1990)
 CO0553
 CO0553'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0553'THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF QUITMAN, IN THE
 CO0553'FRONT YARD OF A FRAME HOUSE, 0.25 MI (0.40 KM) SOUTHWEST OF THE
 CO0553'ENTRANCE TO THE ARCHUSA MEMORIAL GARDENS AND IS IN SECTION 23, T 3N,
 CO0553'R 15E.
 CO0553'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0553'FOR 3.0 MI (4.8 KM) TO THE MARK ON THE LEFT JUST BEYOND A DRIVEWAY.
 CO0553'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH
 CO0553'WITH THE GROUND, 156.0 FT (47.5 M) NORTHWEST OF THE CENTER OF HIGHWAY
 CO0553'45, 111.0 FT (33.8 M) NORTHEAST OF A 36 INCH OAK, 94.5 FT (28.8 M)
 CO0553'NORTHEAST OF THE EAST CORNER OF A FRAME HOUSE, 68.5 FT (20.9 M)
 CO0553'SOUTHEAST OF THE EAST CORNER OF A CHAIN LINK FENCE, 30.0 FT (9.1 M)
 CO0553'NORTHWEST OF A 40 INCH OAK, 18.5 FT (5.6 M) EAST OF A POWER POLE AND
 CO0553'3.0 FT (0.9 M) NORTHWEST OF A METAL WITNESS POST.
 CO0553
 CO0553                          STATION RECOVERY (2008)
 CO0553
 CO0553'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 CO0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1018 ***********************************************************************
 DJ1018  DESIGNATION -  45 V 320 MSHD
 DJ1018  PID         -  DJ1018
 DJ1018  STATE/COUNTY-  MS/MONROE
 DJ1018  USGS QUAD   -  PRAIRIE (1982)
 DJ1018
 DJ1018                         *CURRENT SURVEY CONTROL
 DJ1018  ___________________________________________________________________
 DJ1018* NAD 83(1986)-  33 48 48.     (N)    088 42 08.     (W)     SCALED    
 DJ1018* NAVD 88     -        81.705  (meters)     268.06   (feet)  ADJUSTED  
 DJ1018  ___________________________________________________________________
 DJ1018  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DJ1018  DYNAMIC HT  -          81.621 (meters)     267.78  (feet)  COMP
 DJ1018  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 DJ1018
 DJ1018  VERT ORDER  -  SECOND    CLASS 0
 DJ1018
 DJ1018.The horizontal coordinates were scaled from a topographic map and have
 DJ1018.an estimated accuracy of +/- 6 seconds.
 DJ1018
 DJ1018.The orthometric height was determined by differential leveling
 DJ1018.and adjusted in June 1991.
 DJ1018
 DJ1018.The geoid height was determined by GEOID03.
 DJ1018
 DJ1018.The dynamic height is computed by dividing the NAVD 88
 DJ1018.geopotential number by the normal gravity value computed on the
 DJ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1018.degrees latitude (g = 980.6199 gals.).
 DJ1018
 DJ1018.The modeled gravity was interpolated from observed gravity values.
 DJ1018
 DJ1018;                    North         East    Units  Estimated Accuracy
 DJ1018;SPC MS E     -   478,250.      312,140.      MT  (+/- 180 meters Scaled)
 DJ1018
 DJ1018                          SUPERSEDED SURVEY CONTROL
 DJ1018
 DJ1018  NGVD 29 (??/??/92)   81.660  (m)          267.91   (f) ADJ UNCH    2 0
 DJ1018
 DJ1018.Superseded values are not recommended for survey control.
 DJ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1018.See file dsdata.txt to determine how the superseded data were derived.
 DJ1018
 DJ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC424427(NAD 83)
 DJ1018_MARKER: DD = SURVEY DISK
 DJ1018_SETTING: 0 = UNSPECIFIED SETTING
 DJ1018_STAMPING: BM 45V-320 (1966)
 DJ1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1018
 DJ1018  HISTORY     - Date     Condition        Report By
 DJ1018  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1018  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1018
 DJ1018                          STATION DESCRIPTION
 DJ1018
 DJ1018'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1018'16.1 MI NW FROM WEST POINT.
 DJ1018'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1018'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1018'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 14.1
 DJ1018'MILES TO MISSISSIPPI 382 ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 45
 DJ1018'WEST FOR 1.35 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 39.5
 DJ1018'FEET NORTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 721, 48 FEET EAST
 DJ1018'OF THE CENTER OF HIGHWAY 45 WEST, 3.3 FEET WEST OF A FENCE, ABOUT
 DJ1018'LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 3 INCHES.  A METAL WITNESS
 DJ1018'POST WAS SET 1.7 FEET SOUTH OF THE MARK.
 DJ1018
 DJ1018                          STATION RECOVERY (1983)
 DJ1018
 DJ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1018'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1019 ***********************************************************************
 DJ1019  DESIGNATION -  45 V 321 MSHD
 DJ1019  PID         -  DJ1019
 DJ1019  STATE/COUNTY-  MS/MONROE
 DJ1019  USGS QUAD   -  PRAIRIE (1982)
 DJ1019
 DJ1019                         *CURRENT SURVEY CONTROL
 DJ1019  ___________________________________________________________________
 DJ1019* NAD 83(1986)-  33 49 28.     (N)    088 42 20.     (W)     SCALED    
 DJ1019* NAVD 88     -        90.716  (meters)     297.62   (feet)  ADJUSTED  
 DJ1019  ___________________________________________________________________
 DJ1019  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DJ1019  DYNAMIC HT  -          90.624 (meters)     297.32  (feet)  COMP
 DJ1019  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 DJ1019
 DJ1019  VERT ORDER  -  FIRST     CLASS II
 DJ1019
 DJ1019.The horizontal coordinates were scaled from a topographic map and have
 DJ1019.an estimated accuracy of +/- 6 seconds.
 DJ1019
 DJ1019.The orthometric height was determined by differential leveling
 DJ1019.and adjusted in June 1991.
 DJ1019
 DJ1019.The geoid height was determined by GEOID03.
 DJ1019
 DJ1019.The dynamic height is computed by dividing the NAVD 88
 DJ1019.geopotential number by the normal gravity value computed on the
 DJ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1019.degrees latitude (g = 980.6199 gals.).
 DJ1019
 DJ1019.The modeled gravity was interpolated from observed gravity values.
 DJ1019
 DJ1019;                    North         East    Units  Estimated Accuracy
 DJ1019;SPC MS E     -   479,480.      311,830.      MT  (+/- 180 meters Scaled)
 DJ1019
 DJ1019                          SUPERSEDED SURVEY CONTROL
 DJ1019
 DJ1019  NGVD 29 (??/??/92)   90.672  (m)          297.48   (f) ADJ UNCH    1 2
 DJ1019
 DJ1019.Superseded values are not recommended for survey control.
 DJ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1019.See file dsdata.txt to determine how the superseded data were derived.
 DJ1019
 DJ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC421439(NAD 83)
 DJ1019_MARKER: DD = SURVEY DISK
 DJ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1019_STAMPING: BM 45V-321 (1966)
 DJ1019_MARK LOGO: MSHD  
 DJ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1019+STABILITY: SURFACE MOTION
 DJ1019
 DJ1019  HISTORY     - Date     Condition        Report By
 DJ1019  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1019  HISTORY     - 1983     GOOD             NGS
 DJ1019
 DJ1019                          STATION DESCRIPTION
 DJ1019
 DJ1019'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1019'16.9 MI NW FROM WEST POINT.
 DJ1019'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1019'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1019'WEST, TURN RIGHT NORTH AND CONTINUE ON HIGHWAY 45 WEST FOR 14.1 MILES
 DJ1019'TO MISSISSIPPI HIGHWAY 382 ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 45
 DJ1019'WEST FOR 2.15 MILES TO A DRIVEWAY LEADING TO AN ABANDONED HOUSE AND
 DJ1019'THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 DJ1019'OF A ROUND, CONCRETE POST.  IT IS 90 FEET SOUTH OF THE CENTER OF THE
 DJ1019'DRIVEWAY, 63 FEET NORTHEAST OF HIGHWAY 45 WEST OFFSET STATION NO. 760,
 DJ1019'50 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 28 FEET NORTH OF A
 DJ1019'FENCE CORNER, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 5 INCHES.
 DJ1019'A METAL WITNESS POST WAS SET 2.2 FEET SOUTH OF THE MARK.
 DJ1019
 DJ1019                          STATION RECOVERY (1983)
 DJ1019
 DJ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1020 ***********************************************************************
 DJ1020  DESIGNATION -  45 V 322 MSHD
 DJ1020  PID         -  DJ1020
 DJ1020  STATE/COUNTY-  MS/MONROE
 DJ1020  USGS QUAD   -  PRAIRIE (1982)
 DJ1020
 DJ1020                         *CURRENT SURVEY CONTROL
 DJ1020  ___________________________________________________________________
 DJ1020* NAD 83(1986)-  33 50 10.     (N)    088 42 36.     (W)     SCALED    
 DJ1020* NAVD 88     -        90.462  (meters)     296.79   (feet)  ADJUSTED  
 DJ1020  ___________________________________________________________________
 DJ1020  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DJ1020  DYNAMIC HT  -          90.370 (meters)     296.49  (feet)  COMP
 DJ1020  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 DJ1020
 DJ1020  VERT ORDER  -  FIRST     CLASS II
 DJ1020
 DJ1020.The horizontal coordinates were scaled from a topographic map and have
 DJ1020.an estimated accuracy of +/- 6 seconds.
 DJ1020
 DJ1020.The orthometric height was determined by differential leveling
 DJ1020.and adjusted in June 1991.
 DJ1020
 DJ1020.The geoid height was determined by GEOID03.
 DJ1020
 DJ1020.The dynamic height is computed by dividing the NAVD 88
 DJ1020.geopotential number by the normal gravity value computed on the
 DJ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1020.degrees latitude (g = 980.6199 gals.).
 DJ1020
 DJ1020.The modeled gravity was interpolated from observed gravity values.
 DJ1020
 DJ1020;                    North         East    Units  Estimated Accuracy
 DJ1020;SPC MS E     -   480,780.      311,420.      MT  (+/- 180 meters Scaled)
 DJ1020
 DJ1020                          SUPERSEDED SURVEY CONTROL
 DJ1020
 DJ1020  NGVD 29 (??/??/92)   90.422  (m)          296.66   (f) ADJ UNCH    1 2
 DJ1020
 DJ1020.Superseded values are not recommended for survey control.
 DJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1020.See file dsdata.txt to determine how the superseded data were derived.
 DJ1020
 DJ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC417453(NAD 83)
 DJ1020_MARKER: DD = SURVEY DISK
 DJ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1020_STAMPING: BM 45V-322 (1966)
 DJ1020_MARK LOGO: MSHD  
 DJ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1020+STABILITY: SURFACE MOTION
 DJ1020
 DJ1020  HISTORY     - Date     Condition        Report By
 DJ1020  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1020  HISTORY     - 1983     GOOD             NGS
 DJ1020
 DJ1020                          STATION DESCRIPTION
 DJ1020
 DJ1020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1020'17.75 MI NW FROM WEST POINT.
 DJ1020'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ1020'STREET FOR 0.65 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ1020'WEST, TURN RIGHT NORTH AND CONTINUE ON HIGHWAY 45 WEST FOR 14.1 MILES
 DJ1020'TO MISSISSIPPI HIGHWAY 382 ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 45
 DJ1020'WEST FOR 3.0 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS
 DJ1020'A DISK SET IN THE TOP OF A ROUND, CONCRETE POST.  IT IS 56 FEET
 DJ1020'NORTHWEST OF HIGHWAY 45 WEST OFFSET STATION NO. 803, 46 FEET WEST OF
 DJ1020'THE CENTER OF HIGHWAY 45 WEST, 45 FEET EAST OF A FENCE, ABOUT LEVEL
 DJ1020'WITH HIGHWAY 45 WEST, AND PROJECTS 5 INCHES.  A METAL WITNESS POST WAS
 DJ1020'SET 1.9 FEET NORTHWEST OF THE MARK.
 DJ1020
 DJ1020                          STATION RECOVERY (1983)
 DJ1020
 DJ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1020'RECOVERED IN GOOD CONDITION.
 DJ1020'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1021 ***********************************************************************
 DJ1021  DESIGNATION -  45 V 323 MSHD
 DJ1021  PID         -  DJ1021
 DJ1021  STATE/COUNTY-  MS/MONROE
 DJ1021  USGS QUAD   -  PRAIRIE (1982)
 DJ1021
 DJ1021                         *CURRENT SURVEY CONTROL
 DJ1021  ___________________________________________________________________
 DJ1021* NAD 83(1986)-  33 50 39.     (N)    088 42 45.     (W)     SCALED    
 DJ1021* NAVD 88     -        89.913  (meters)     294.99   (feet)  ADJUSTED  
 DJ1021  ___________________________________________________________________
 DJ1021  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DJ1021  DYNAMIC HT  -          89.822 (meters)     294.69  (feet)  COMP
 DJ1021  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 DJ1021
 DJ1021  VERT ORDER  -  FIRST     CLASS II
 DJ1021
 DJ1021.The horizontal coordinates were scaled from a topographic map and have
 DJ1021.an estimated accuracy of +/- 6 seconds.
 DJ1021
 DJ1021.The orthometric height was determined by differential leveling
 DJ1021.and adjusted in June 1991.
 DJ1021
 DJ1021.The geoid height was determined by GEOID03.
 DJ1021
 DJ1021.The dynamic height is computed by dividing the NAVD 88
 DJ1021.geopotential number by the normal gravity value computed on the
 DJ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1021.degrees latitude (g = 980.6199 gals.).
 DJ1021
 DJ1021.The modeled gravity was interpolated from observed gravity values.
 DJ1021
 DJ1021;                    North         East    Units  Estimated Accuracy
 DJ1021;SPC MS E     -   481,670.      311,180.      MT  (+/- 180 meters Scaled)
 DJ1021
 DJ1021                          SUPERSEDED SURVEY CONTROL
 DJ1021
 DJ1021  NGVD 29 (??/??/92)   89.855  (m)          294.80   (f) ADJ UNCH    1 2
 DJ1021
 DJ1021.Superseded values are not recommended for survey control.
 DJ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1021.See file dsdata.txt to determine how the superseded data were derived.
 DJ1021
 DJ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC415461(NAD 83)
 DJ1021_MARKER: DD = SURVEY DISK
 DJ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1021_STAMPING: BM 45V-323 (1966)
 DJ1021_MARK LOGO: MSHD  
 DJ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1021+STABILITY: SURFACE MOTION
 DJ1021
 DJ1021  HISTORY     - Date     Condition        Report By
 DJ1021  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1021  HISTORY     - 1983     GOOD             NGS
 DJ1021
 DJ1021                          STATION DESCRIPTION
 DJ1021
 DJ1021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1021'12.15 MI S FROM OKOLONA.
 DJ1021'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1021'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1021'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 10.1 MILES TO A
 DJ1021'CROSSROADS NEAR THE CHICKASAW-MONROE COUNTY LINE, CONTINUE SOUTH ON
 DJ1021'HIGHWAY 45 WEST FOR 1.8 MILES TO A SIGN READING GIBSON AND THE MARK ON
 DJ1021'THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND
 DJ1021'CONCRETE POST, 46.5 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST, 27.5
 DJ1021'FEET NORTHWEST OF THE GIBSON SIGN, 4.3 FEET EAST OF A FENCE, 3.2 FEET
 DJ1021'WEST OF POLE NO. 6, 2.1 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 DJ1021'BELOW THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 4 INCHES.
 DJ1021
 DJ1021                          STATION RECOVERY (1983)
 DJ1021
 DJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1021'RECOVERED IN GOOD CONDITION.
 DJ1021'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1025 ***********************************************************************
 DJ1025  DESIGNATION -  45 V 324 MSHD
 DJ1025  PID         -  DJ1025
 DJ1025  STATE/COUNTY-  MS/MONROE
 DJ1025  USGS QUAD   -  EGYPT (1965)
 DJ1025
 DJ1025                         *CURRENT SURVEY CONTROL
 DJ1025  ___________________________________________________________________
 DJ1025* NAD 83(1986)-  33 53 47.     (N)    088 42 13.     (W)     SCALED    
 DJ1025* NAVD 88     -        84.633  (meters)     277.67   (feet)  ADJUSTED  
 DJ1025  ___________________________________________________________________
 DJ1025  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ1025  DYNAMIC HT  -          84.548 (meters)     277.39  (feet)  COMP
 DJ1025  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 DJ1025
 DJ1025  VERT ORDER  -  SECOND    CLASS 0
 DJ1025
 DJ1025.The horizontal coordinates were scaled from a topographic map and have
 DJ1025.an estimated accuracy of +/- 6 seconds.
 DJ1025
 DJ1025.The orthometric height was determined by differential leveling
 DJ1025.and adjusted in June 1991.
 DJ1025
 DJ1025.The geoid height was determined by GEOID03.
 DJ1025
 DJ1025.The dynamic height is computed by dividing the NAVD 88
 DJ1025.geopotential number by the normal gravity value computed on the
 DJ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1025.degrees latitude (g = 980.6199 gals.).
 DJ1025
 DJ1025.The modeled gravity was interpolated from observed gravity values.
 DJ1025
 DJ1025;                    North         East    Units  Estimated Accuracy
 DJ1025;SPC MS E     -   487,460.      312,000.      MT  (+/- 180 meters Scaled)
 DJ1025
 DJ1025                          SUPERSEDED SURVEY CONTROL
 DJ1025
 DJ1025  NGVD 29 (??/??/92)   84.587  (m)          277.52   (f) ADJ UNCH    2 0
 DJ1025
 DJ1025.Superseded values are not recommended for survey control.
 DJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1025.See file dsdata.txt to determine how the superseded data were derived.
 DJ1025
 DJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC424519(NAD 83)
 DJ1025_MARKER: DD = SURVEY DISK
 DJ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1025_STAMPING: BM 45V-324 (1966)
 DJ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1025+STABILITY: SURFACE MOTION
 DJ1025
 DJ1025  HISTORY     - Date     Condition        Report By
 DJ1025  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1025  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1025
 DJ1025                          STATION DESCRIPTION
 DJ1025
 DJ1025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1025'9.75 MI SE FROM OKOLONA.
 DJ1025'TO REACH THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR
 DJ1025'0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1025'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 7.95 MILES TO THE
 DJ1025'CROSSROADS NEAR EGYPT, TURN LEFT (EAST) AND CONTINUE ON A BLACKTOP
 DJ1025'ROAD FOR 1.55 MILES TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 DJ1025'LARGE WOOD BRIDGE.  THE MARK IS A DISK SET IN THE TOP OF A ROUND
 DJ1025'CONCRETE POST, 25 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2.2 FEET
 DJ1025'EAST OF A METAL WITNESS POST, 2 FEET NORTHEAST OF A FENCE CORNER,
 DJ1025'ABOUT LEVEL WITH THE GRAVEL ROAD, AND PROJECTS 4 INCHES.  NOTE-- THE
 DJ1025'BLACKTOP ENDS JUST EAST OF EGYPT.
 DJ1025
 DJ1025                          STATION RECOVERY (1983)
 DJ1025
 DJ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1025'NOT RECOVERED, AREA NOW BEING FARMED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1026 ***********************************************************************
 DJ1026  DESIGNATION -  45 V 325 MSHD
 DJ1026  PID         -  DJ1026
 DJ1026  STATE/COUNTY-  MS/CHICKASAW
 DJ1026  USGS QUAD   -  EGYPT (1965)
 DJ1026
 DJ1026                         *CURRENT SURVEY CONTROL
 DJ1026  ___________________________________________________________________
 DJ1026* NAD 83(1986)-  33 54 15.     (N)    088 43 54.     (W)     SCALED    
 DJ1026* NAVD 88     -        94.146  (meters)     308.88   (feet)  ADJUSTED  
 DJ1026  ___________________________________________________________________
 DJ1026  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DJ1026  DYNAMIC HT  -          94.051 (meters)     308.57  (feet)  COMP
 DJ1026  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1026
 DJ1026  VERT ORDER  -  FIRST     CLASS II
 DJ1026
 DJ1026.The horizontal coordinates were scaled from a topographic map and have
 DJ1026.an estimated accuracy of +/- 6 seconds.
 DJ1026
 DJ1026.The orthometric height was determined by differential leveling
 DJ1026.and adjusted in June 1991.
 DJ1026
 DJ1026.The geoid height was determined by GEOID03.
 DJ1026
 DJ1026.The dynamic height is computed by dividing the NAVD 88
 DJ1026.geopotential number by the normal gravity value computed on the
 DJ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1026.degrees latitude (g = 980.6199 gals.).
 DJ1026
 DJ1026.The modeled gravity was interpolated from observed gravity values.
 DJ1026
 DJ1026;                    North         East    Units  Estimated Accuracy
 DJ1026;SPC MS E     -   488,320.      309,400.      MT  (+/- 180 meters Scaled)
 DJ1026
 DJ1026                          SUPERSEDED SURVEY CONTROL
 DJ1026
 DJ1026  NGVD 29 (??/??/92)   94.107  (m)          308.75   (f) ADJ UNCH    1 2
 DJ1026
 DJ1026.Superseded values are not recommended for survey control.
 DJ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1026.See file dsdata.txt to determine how the superseded data were derived.
 DJ1026
 DJ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC398528(NAD 83)
 DJ1026_MARKER: DD = SURVEY DISK
 DJ1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1026_STAMPING: BM 45V-325 (1966)
 DJ1026_MARK LOGO: MSHD  
 DJ1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1026+STABILITY: SURFACE MOTION
 DJ1026
 DJ1026  HISTORY     - Date     Condition        Report By
 DJ1026  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1026  HISTORY     - 1978     GOOD             MSHD
 DJ1026  HISTORY     - 1983     GOOD             NGS
 DJ1026
 DJ1026                          STATION DESCRIPTION
 DJ1026
 DJ1026'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1026'7.7 MI S FROM OKOLONA.
 DJ1026'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1026'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1026'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 7.45 MILES TO A BARN
 DJ1026'ON THE LEFT AND A TRACK ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1026'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST,
 DJ1026'73.5 FEET NORTHWEST OF THE HIGHWAY 45 STATION NO. 1059, 47 FEET
 DJ1026'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 45 WEST, 17 FEET
 DJ1026'NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD, 9.2 FEET NORTH OF THE
 DJ1026'NORTH GATE POST, 2 FEET EAST-NORTHEAST OF A FENCE, 1.9 FEET
 DJ1026'SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45
 DJ1026'WEST, AND PROJECTS 4 INCHES.
 DJ1026
 DJ1026                          STATION RECOVERY (1978)
 DJ1026
 DJ1026'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1026'THE MARK IS LOCATED 6.8 MILES SOUTH OF THE INTERSECTION OF U.S.
 DJ1026'HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA ON THE WEST
 DJ1026'RIGHT OF WAY OF U.S. HIGHWAY 45 ALTERNATE, 0.5 MILE NORTH OF THE
 DJ1026'CROSSROAD AT EGYPT IN THE SOUTHWEST 1/4 OF SECTION 36, T 13S, R 5E.
 DJ1026'IT IS 146 FEET SOUTH OF POLE NO. 136, 103 FEET NORTH-NORTHWEST OF A 9
 DJ1026'INCH LONE SYCAMORE, 47 FEET WEST OF THE CENTER OF U.S. HIGHWAY 45
 DJ1026'ALTERNATE, 16 FEET NORTH OF THE CENTER OF A TRACK ROAD, 9 FEET NORTH
 DJ1026'OF THE NORTH GATE POST, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 DJ1026'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 DJ1026'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH FROM THE
 DJ1026'INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 8 ABOUT 1
 DJ1026'MILE WEST OF GIBSON GO NORTH ON U.S. HIGHWAY 45 ALTERNATE FOR 4.65
 DJ1026'MILES TO THE MARK ON THE LEFT.
 DJ1026
 DJ1026                          STATION RECOVERY (1983)
 DJ1026
 DJ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1027 ***********************************************************************
 DJ1027  DESIGNATION -  45 V 326 MSHD
 DJ1027  PID         -  DJ1027
 DJ1027  STATE/COUNTY-  MS/CHICKASAW
 DJ1027  USGS QUAD   -  EGYPT (1965)
 DJ1027
 DJ1027                         *CURRENT SURVEY CONTROL
 DJ1027  ___________________________________________________________________
 DJ1027* NAD 83(1986)-  33 55 28.     (N)    088 44 14.     (W)     SCALED    
 DJ1027* NAVD 88     -        92.847  (meters)     304.62   (feet)  ADJUSTED  
 DJ1027  ___________________________________________________________________
 DJ1027  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DJ1027  DYNAMIC HT  -          92.753 (meters)     304.31  (feet)  COMP
 DJ1027  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 DJ1027
 DJ1027  VERT ORDER  -  FIRST     CLASS II
 DJ1027
 DJ1027.The horizontal coordinates were scaled from a topographic map and have
 DJ1027.an estimated accuracy of +/- 6 seconds.
 DJ1027
 DJ1027.The orthometric height was determined by differential leveling
 DJ1027.and adjusted in June 1991.
 DJ1027
 DJ1027.The geoid height was determined by GEOID03.
 DJ1027
 DJ1027.The dynamic height is computed by dividing the NAVD 88
 DJ1027.geopotential number by the normal gravity value computed on the
 DJ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1027.degrees latitude (g = 980.6199 gals.).
 DJ1027
 DJ1027.The modeled gravity was interpolated from observed gravity values.
 DJ1027
 DJ1027;                    North         East    Units  Estimated Accuracy
 DJ1027;SPC MS E     -   490,570.      308,890.      MT  (+/- 180 meters Scaled)
 DJ1027
 DJ1027                          SUPERSEDED SURVEY CONTROL
 DJ1027
 DJ1027  NGVD 29 (??/??/92)   92.816  (m)          304.51   (f) ADJ UNCH    1 2
 DJ1027
 DJ1027.Superseded values are not recommended for survey control.
 DJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1027.See file dsdata.txt to determine how the superseded data were derived.
 DJ1027
 DJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC394551(NAD 83)
 DJ1027_MARKER: DB = BENCH MARK DISK
 DJ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1027_STAMPING: BM 45V-326
 DJ1027_MARK LOGO: MSHD  
 DJ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1027+STABILITY: SURFACE MOTION
 DJ1027
 DJ1027  HISTORY     - Date     Condition        Report By
 DJ1027  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1027  HISTORY     - 1966     GOOD             MSHD
 DJ1027  HISTORY     - 1978     GOOD             MSHD
 DJ1027  HISTORY     - 1983     POOR             NGS
 DJ1027
 DJ1027                          STATION DESCRIPTION
 DJ1027
 DJ1027'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1027'6.2 MI S FROM OKOLONA.
 DJ1027'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1027'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1027'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.95 MILES TO A
 DJ1027'DRIVEWAY LEADING TO LUETHS FLYING SERVICE AND THE MARK ON THE LEFT AS
 DJ1027'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 DJ1027'CONCRETE POST, 59.2 FEET SOUTH OF A UTILITY POLE, 49 FEET EAST OF THE
 DJ1027'CENTER OF HIGHWAY 45 WEST, 39.6 FEET EAST OF HIGHWAY 45 WEST STATION
 DJ1027'NO. 1184, 39.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 12.5 FEET
 DJ1027'SOUTHWEST OF LUETHS FLYING SERVICE SIGN, 2 FEET NORTH OF A METAL
 DJ1027'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST AND PROJECTS 3
 DJ1027'INCHES.
 DJ1027
 DJ1027                          STATION RECOVERY (1978)
 DJ1027
 DJ1027'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1027'THE MARK IS LOCATED 5.4 MILES SOUTH OF THE INTERSECTION OF U.S.
 DJ1027'HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA IN THE SOUTHEAST
 DJ1027'ANGLE OF THE JUNCTION OF THE ENTRANCE TO A SMALL AIRPORT, 6 MILES
 DJ1027'NORTH OF THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE AND STATE
 DJ1027'HIGHWAY 8, 1.9 MILES NORTH OF THE CROSSROAD AT EGYPT IN THE NORTHWEST
 DJ1027'1/4 OF SECTION 25, T 13S, R 5E. IT IS 121.5 FEET WEST OF THE
 DJ1027'NORTHWEST CORNER OF A HANGAR, 112 FEET NORTH OF THE CENTER OF THE
 DJ1027'WEST END OF A RUNWAY, 59.5 FEET SOUTH OF A UTILITY POLE, 48.5 FEET
 DJ1027'EAST OF THE CENTER OF HIGHWAY 45, 40 FEET SOUTH OF THE CENTER OF THE
 DJ1027'AIRPORT DRIVEWAY, 2 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP
 DJ1027'OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 DJ1027'AND PROJECTS 2 INCHES. TO REACH FROM THE POST OFFICE IN OKOLONA GO
 DJ1027'WEST ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DJ1027'45 ALTERNATE. TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 45 ALTERNATE FOR
 DJ1027'4.4 MILES TO A CROSSROAD. CONTINUE SOUTH ON U.S. HIGHWAY 45 ALTERNATE
 DJ1027'FOR 1.25 MILES TO THE ENTRANCE TO THE AIRPORT AND THE MARK ON THE
 DJ1027'LEFT.
 DJ1027
 DJ1027                          STATION RECOVERY (1983)
 DJ1027
 DJ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1027'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1028 ***********************************************************************
 DJ1028  DESIGNATION -  45 V 327 MSHD
 DJ1028  PID         -  DJ1028
 DJ1028  STATE/COUNTY-  MS/CHICKASAW
 DJ1028  USGS QUAD   -  EGYPT (1965)
 DJ1028
 DJ1028                         *CURRENT SURVEY CONTROL
 DJ1028  ___________________________________________________________________
 DJ1028* NAD 83(1986)-  33 55 29.     (N)    088 44 13.     (W)     SCALED    
 DJ1028* NAVD 88     -        91.909  (meters)     301.54   (feet)  ADJUSTED  
 DJ1028  ___________________________________________________________________
 DJ1028  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DJ1028  DYNAMIC HT  -          91.816 (meters)     301.23  (feet)  COMP
 DJ1028  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1028
 DJ1028  VERT ORDER  -  SECOND    CLASS 0
 DJ1028
 DJ1028.The horizontal coordinates were scaled from a topographic map and have
 DJ1028.an estimated accuracy of +/- 6 seconds.
 DJ1028
 DJ1028.The orthometric height was determined by differential leveling
 DJ1028.and adjusted in June 1991.
 DJ1028
 DJ1028.The geoid height was determined by GEOID03.
 DJ1028
 DJ1028.The dynamic height is computed by dividing the NAVD 88
 DJ1028.geopotential number by the normal gravity value computed on the
 DJ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1028.degrees latitude (g = 980.6199 gals.).
 DJ1028
 DJ1028.The modeled gravity was interpolated from observed gravity values.
 DJ1028
 DJ1028;                    North         East    Units  Estimated Accuracy
 DJ1028;SPC MS E     -   490,600.      308,910.      MT  (+/- 180 meters Scaled)
 DJ1028
 DJ1028                          SUPERSEDED SURVEY CONTROL
 DJ1028
 DJ1028  NGVD 29 (??/??/92)   91.878  (m)          301.44   (f) ADJ UNCH    2 0
 DJ1028
 DJ1028.Superseded values are not recommended for survey control.
 DJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1028.See file dsdata.txt to determine how the superseded data were derived.
 DJ1028
 DJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC394551(NAD 83)
 DJ1028_MARKER: DD = SURVEY DISK
 DJ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1028_STAMPING: BM 45V-327
 DJ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1028+STABILITY: SURFACE MOTION
 DJ1028
 DJ1028  HISTORY     - Date     Condition        Report By
 DJ1028  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1028  HISTORY     - 1966     GOOD             MSHD
 DJ1028  HISTORY     - 1978     MARK NOT FOUND   MSHD
 DJ1028  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1028
 DJ1028                          STATION DESCRIPTION
 DJ1028
 DJ1028'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1028'6.2 MI S FROM OKOLONA.
 DJ1028'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1028'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1028'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.95 MILES TO A SIDE
 DJ1028'ROAD LEFT LEADING TO THE LUETHS FLYING SERVICE, TURN LEFT (EAST) AND
 DJ1028'CONTINUE ON AN ALL-WEATHER ROAD FOR APPROXIMATELY 300 FEET TO A TIN
 DJ1028'BUILDING AND THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK
 DJ1028'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 94 FEET SOUTHEAST OF
 DJ1028'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 75 FEET NORTHEAST
 DJ1028'OF A STANDARD BUILDING, 75 FEET NORTHEAST OF A STANDARD OIL GAS PUMP,
 DJ1028'2.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A TIN BUILDING, 1.6 FEET
 DJ1028'NORTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A METAL WITNESS POST, 1
 DJ1028'FOOT BELOW THE LEVEL OF THE RUNWAY, AND PROJECTS 4 INCHES.
 DJ1028
 DJ1028                          STATION RECOVERY (1978)
 DJ1028
 DJ1028'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1028'MARK NOT FOUND.
 DJ1028
 DJ1028                          STATION RECOVERY (1983)
 DJ1028
 DJ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1028'NOT RECOVERED, MAINTENANCE WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1029 ***********************************************************************
 DJ1029  DESIGNATION -  45 V 328 MSHD
 DJ1029  PID         -  DJ1029
 DJ1029  STATE/COUNTY-  MS/CHICKASAW
 DJ1029  USGS QUAD   -  EGYPT (1965)
 DJ1029
 DJ1029                         *CURRENT SURVEY CONTROL
 DJ1029  ___________________________________________________________________
 DJ1029* NAD 83(1986)-  33 56 13.     (N)    088 44 29.     (W)     SCALED    
 DJ1029* NAVD 88     -        92.972  (meters)     305.03   (feet)  ADJUSTED  
 DJ1029  ___________________________________________________________________
 DJ1029  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DJ1029  DYNAMIC HT  -          92.878 (meters)     304.72  (feet)  COMP
 DJ1029  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1029
 DJ1029  VERT ORDER  -  FIRST     CLASS II
 DJ1029
 DJ1029.The horizontal coordinates were scaled from a topographic map and have
 DJ1029.an estimated accuracy of +/- 6 seconds.
 DJ1029
 DJ1029.The orthometric height was determined by differential leveling
 DJ1029.and adjusted in June 1991.
 DJ1029
 DJ1029.The geoid height was determined by GEOID03.
 DJ1029
 DJ1029.The dynamic height is computed by dividing the NAVD 88
 DJ1029.geopotential number by the normal gravity value computed on the
 DJ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1029.degrees latitude (g = 980.6199 gals.).
 DJ1029
 DJ1029.The modeled gravity was interpolated from observed gravity values.
 DJ1029
 DJ1029;                    North         East    Units  Estimated Accuracy
 DJ1029;SPC MS E     -   491,960.      308,500.      MT  (+/- 180 meters Scaled)
 DJ1029
 DJ1029                          SUPERSEDED SURVEY CONTROL
 DJ1029
 DJ1029  NGVD 29 (??/??/92)   92.955  (m)          304.97   (f) ADJ UNCH    1 2
 DJ1029
 DJ1029.Superseded values are not recommended for survey control.
 DJ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1029.See file dsdata.txt to determine how the superseded data were derived.
 DJ1029
 DJ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC390565(NAD 83)
 DJ1029_MARKER: DD = SURVEY DISK
 DJ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1029_STAMPING: BM 45V-328 (1966)
 DJ1029_MARK LOGO: MSHD  
 DJ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1029+STABILITY: SURFACE MOTION
 DJ1029
 DJ1029  HISTORY     - Date     Condition        Report By
 DJ1029  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1029  HISTORY     - 1978     GOOD             MSHD
 DJ1029  HISTORY     - 1983     GOOD             NGS
 DJ1029
 DJ1029                          STATION DESCRIPTION
 DJ1029
 DJ1029'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1029'5.3 MI S FROM OKOLONA.
 DJ1029'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1029'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1029'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.05 MILES TO THE
 DJ1029'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1029'12 INCH ROUND CONCRETE POST, 49.5 FEET NORTHEAST OF THE CENTER OF
 DJ1029'HIGHWAY 45 WEST, 40.5 FEET EAST OF HIGHWAY 45 WEST STATION NO. 1183,
 DJ1029'6.7 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1.5 FEET NORTH OF A METAL
 DJ1029'WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS
 DJ1029'4 INCHES.
 DJ1029
 DJ1029                          STATION RECOVERY (1978)
 DJ1029
 DJ1029'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1029'THE MARK IS LOCATED 4.5 MILES SOUTH OF THE INTERSECTION OF U.S.
 DJ1029'HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA ON THE EAST
 DJ1029'RIGHT OF WAY OF U.S. HIGHWAY 45 ALTERNATE, 2.85 MILES NORTH OF THE
 DJ1029'CROSSROAD AT EGYPT IN THE NORTHEAST 1/4 OF SECTION 23, T 13S, R 5E.
 DJ1029'IT IS 94 FEET EAST OF POWER POLE NO. 98, 49.5 FEET EAST OF THE CENTER
 DJ1029'OF HIGHWAY 45, 6.5 FEET SOUTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT
 DJ1029'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 DJ1029'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DJ1029'GROUND. TO REACH FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN
 DJ1029'STREET FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 45
 DJ1029'ALTERNATE. TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 45 ALTERNATE FOR
 DJ1029'4.4 MILES TO A CROSSROAD. CONTINUE SOUTH ON U.S. HIGHWAY 45 ALTERNATE
 DJ1029'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 DJ1029
 DJ1029                          STATION RECOVERY (1983)
 DJ1029
 DJ1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1030 ***********************************************************************
 DJ1030  DESIGNATION -  45 V 329 MSHD
 DJ1030  PID         -  DJ1030
 DJ1030  STATE/COUNTY-  MS/CHICKASAW
 DJ1030  USGS QUAD   -  EGYPT (1965)
 DJ1030
 DJ1030                         *CURRENT SURVEY CONTROL
 DJ1030  ___________________________________________________________________
 DJ1030* NAD 83(1986)-  33 56 53.     (N)    088 44 42.     (W)     SCALED    
 DJ1030* NAVD 88     -        94.162  (meters)     308.93   (feet)  ADJUSTED  
 DJ1030  ___________________________________________________________________
 DJ1030  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DJ1030  DYNAMIC HT  -          94.067 (meters)     308.62  (feet)  COMP
 DJ1030  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1030
 DJ1030  VERT ORDER  -  FIRST     CLASS II
 DJ1030
 DJ1030.The horizontal coordinates were scaled from a topographic map and have
 DJ1030.an estimated accuracy of +/- 6 seconds.
 DJ1030
 DJ1030.The orthometric height was determined by differential leveling
 DJ1030.and adjusted in June 1991.
 DJ1030
 DJ1030.The geoid height was determined by GEOID03.
 DJ1030
 DJ1030.The dynamic height is computed by dividing the NAVD 88
 DJ1030.geopotential number by the normal gravity value computed on the
 DJ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1030.degrees latitude (g = 980.6199 gals.).
 DJ1030
 DJ1030.The modeled gravity was interpolated from observed gravity values.
 DJ1030
 DJ1030;                    North         East    Units  Estimated Accuracy
 DJ1030;SPC MS E     -   493,190.      308,170.      MT  (+/- 180 meters Scaled)
 DJ1030
 DJ1030                          SUPERSEDED SURVEY CONTROL
 DJ1030
 DJ1030  NGVD 29 (??/??/92)   94.145  (m)          308.87   (f) ADJ UNCH    1 2
 DJ1030
 DJ1030.Superseded values are not recommended for survey control.
 DJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1030.See file dsdata.txt to determine how the superseded data were derived.
 DJ1030
 DJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC387577(NAD 83)
 DJ1030_MARKER: DD = SURVEY DISK
 DJ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1030_STAMPING: BM 45V-329 (1966)
 DJ1030_MARK LOGO: MSHD  
 DJ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1030+STABILITY: SURFACE MOTION
 DJ1030
 DJ1030  HISTORY     - Date     Condition        Report By
 DJ1030  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1030  HISTORY     - 1978     GOOD             MSHD
 DJ1030  HISTORY     - 1983     GOOD             NGS
 DJ1030
 DJ1030                          STATION DESCRIPTION
 DJ1030
 DJ1030'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1030'4.45 MI S FROM OKOLONA.
 DJ1030'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1030'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1030'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 4.2 MILE TO THE MARK
 DJ1030'ON THE LEFT JUST PAST A SIDE ROAD RIGHT.  THE MARK IS A DISK SET IN
 DJ1030'THE TOP OF A 12 INCH ROUND CONCRETE POST, 69 FEET NORTHEAST OF HIGHWAY
 DJ1030'45 WEST STATION NO. 1222, 50 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 DJ1030'45 WEST, 2.3 FEET NORTHWEST OF A FENCE CORNER, 2.2 FEET NORTH OF A
 DJ1030'METAL WITNESS POST, AND 1 FOOT BELOW THE LEVEL OF HIGHWAY 45 WEST.
 DJ1030
 DJ1030                          STATION RECOVERY (1978)
 DJ1030
 DJ1030'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1030'THE MARK IS LOCATED 3.75 MILES SOUTH OF THE INTERSECTION OF U.S.
 DJ1030'HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA ON THE EAST
 DJ1030'RIGHT OF WAY OF U.S. HIGHWAY 41 IN OKOLONA ON THE EAST RIGHT OF WAY
 DJ1030'OF U.S. HIGHWAY 45, 3.6 MILES NORTH OF THE CROSSROAD AT EGYPT, 0.4
 DJ1030'MILE NORTH OF A CROSSROAD IN THE SOUTHEAST 1/4 OF SECTION 14, T 13S,
 DJ1030'R 5E. IT IS 106 FEET NORTHEAST OF POWER POLE NO. 85, 102 FEET SOUTH
 DJ1030'OF THE PROJECTED CENTER OF A GRAVELED ROAD LEADING WEST, 55 FEET
 DJ1030'NORTH OF THE CENTER OF A METAL GATE, 50 FEET EAST OF THE CENTER OF
 DJ1030'HIGHWAY 45, 2.5 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH-NORTHEAST
 DJ1030'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 DJ1030'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 DJ1030'TO REACH FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR
 DJ1030'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN LEFT
 DJ1030'AND GO SOUTH ON U.S. HIGHWAY 45 ALTERNATE FOR 3.95 MILES TO THE MARK
 DJ1030'ON THE LEFT JUST BEYOND A SIDE ROAD RIGHT.
 DJ1030
 DJ1030                          STATION RECOVERY (1983)
 DJ1030
 DJ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0555 ***********************************************************************
 CO0555  DESIGNATION -  45 V 33
 CO0555  PID         -  CO0555
 CO0555  STATE/COUNTY-  MS/CLARKE
 CO0555  USGS QUAD   -  QUITMAN (1983)
 CO0555
 CO0555                         *CURRENT SURVEY CONTROL
 CO0555  ___________________________________________________________________
 CO0555* NAD 83(1986)-  32 05 36.     (N)    088 43 05.     (W)     SCALED    
 CO0555* NAVD 88     -        74.530  (meters)     244.52   (feet)  ADJUSTED  
 CO0555  ___________________________________________________________________
 CO0555  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CO0555  DYNAMIC HT  -          74.442 (meters)     244.23  (feet)  COMP
 CO0555  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 CO0555
 CO0555  VERT ORDER  -  SECOND    CLASS 0
 CO0555
 CO0555.The horizontal coordinates were scaled from a topographic map and have
 CO0555.an estimated accuracy of +/- 6 seconds.
 CO0555
 CO0555.The orthometric height was determined by differential leveling
 CO0555.and adjusted in June 1991.
 CO0555
 CO0555.The geoid height was determined by GEOID03.
 CO0555
 CO0555.The dynamic height is computed by dividing the NAVD 88
 CO0555.geopotential number by the normal gravity value computed on the
 CO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0555.degrees latitude (g = 980.6199 gals.).
 CO0555
 CO0555.The modeled gravity was interpolated from observed gravity values.
 CO0555
 CO0555;                    North         East    Units  Estimated Accuracy
 CO0555;SPC MS E     -   287,500.      310,880.      MT  (+/- 180 meters Scaled)
 CO0555
 CO0555                          SUPERSEDED SURVEY CONTROL
 CO0555
 CO0555  NGVD 29 (??/??/92)   74.532  (m)          244.53   (f) ADJ UNCH    2 0
 CO0555
 CO0555.Superseded values are not recommended for survey control.
 CO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0555.See file dsdata.txt to determine how the superseded data were derived.
 CO0555
 CO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA378520(NAD 83)
 CO0555_MARKER: DD = SURVEY DISK
 CO0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0555_SP_SET: CONCRETE POST
 CO0555_STAMPING: BM 45V-33 1961
 CO0555_MARK LOGO: MSHD  
 CO0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0555+STABILITY: SURFACE MOTION
 CO0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0555+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0555
 CO0555  HISTORY     - Date     Condition        Report By
 CO0555  HISTORY     - 1961     MONUMENTED       MSHD
 CO0555  HISTORY     - 1964     GOOD             NGS
 CO0555  HISTORY     - 19900524 GOOD             MSHD
 CO0555  HISTORY     - 20080324 MARK NOT FOUND   MSHD
 CO0555
 CO0555                          STATION DESCRIPTION
 CO0555
 CO0555'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0555'4.10 MI N FROM QUITMAN.
 CO0555'LOCATED ABOUT 4.1 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, ON
 CO0555'THE PROPERTY OF DR. D. H. MOORE.  TO REACH FROM THE COURTHOUSE IN
 CO0555'QUITMAN, GO NORTHERLY ON U.S. HIGHWAY 45 FOR 4.1 MILES TO A DIRT ROAD
 CO0555'LEFT, TURN LEFT, WEST, ON THE DIRT ROAD AND GO ABOUT 500 FEET TO A
 CO0555'FRAME HOUSE AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 CO0555'MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-33 1961, SET IN THE TOP OF
 CO0555'A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 73.5 FEET
 CO0555'NORTHWEST OF A 35-INCH OAK TREE, ABOUT 67 FEET NORTH OF THE CENTER OF
 CO0555'THE DIRT ROAD, 63.5 FEET WEST OF A 38-INCH RED OAK TREE AND 3 FEET
 CO0555'WEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 CO0555
 CO0555                          STATION RECOVERY (1964)
 CO0555
 CO0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0555'RECOVERED IN GOOD CONDITION.
 CO0555
 CO0555                          STATION RECOVERY (1990)
 CO0555
 CO0555'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0555'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTH OF QUITMAN, NEAR THE
 CO0555'SOUTHWEST CORNER OF AN ABANDONED HOUSE, 0.85 MI (1.37 KM) NORTH OF
 CO0555'THE ENTRANCE TO ARCHUSA MEMORIAL GARDENS, 0.1 MI (0.2 KM) WEST OF
 CO0555'U.S. HIGHWAY 45 AND IS IN SECTION 13, T 3N, R 15E.
 CO0555'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0555'FOR 4.1 MI (6.6 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON A
 CO0555'GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT.
 CO0555'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0555'LEVEL WITH THE ROAD, 1 INCH BELOW THE GROUND, 73.5 FT (22.4 M)
 CO0555'NORTHWEST OF A 48 INCH OAK, 63.0 FT (19.2 M) NORTH OF THE CENTER OF A
 CO0555'GRAVEL ROAD, 48.0 FT (14.6 M) NORTHEAST OF 24 INCH MAGNOLIA, 42.0 FT
 CO0555'(12.8 M) NORTH-NORTHWEST OF A 24 INCH OAK, 3.0 FT (0.9 M) WEST OF THE
 CO0555'WEST CORNER OF AN ABANDONED HOUSE AND 1.0 FT (0.3 M) EAST OF A
 CO0555'CARSONITE WITNESS POST.
 CO0555
 CO0555                          STATION RECOVERY (2008)
 CO0555
 CO0555'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 CO0555'MARK IS POSSIBLY DESTROYED DUE TO DOZER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1031 ***********************************************************************
 DJ1031  DESIGNATION -  45 V 330 MSHD
 DJ1031  PID         -  DJ1031
 DJ1031  STATE/COUNTY-  MS/CHICKASAW
 DJ1031  USGS QUAD   -  EGYPT (1965)
 DJ1031
 DJ1031                         *CURRENT SURVEY CONTROL
 DJ1031  ___________________________________________________________________
 DJ1031* NAD 83(1986)-  33 57 33.     (N)    088 44 55.     (W)     SCALED    
 DJ1031* NAVD 88     -        94.048  (meters)     308.56   (feet)  ADJUSTED  
 DJ1031  ___________________________________________________________________
 DJ1031  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DJ1031  DYNAMIC HT  -          93.953 (meters)     308.24  (feet)  COMP
 DJ1031  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 DJ1031
 DJ1031  VERT ORDER  -  FIRST     CLASS II
 DJ1031
 DJ1031.The horizontal coordinates were scaled from a topographic map and have
 DJ1031.an estimated accuracy of +/- 6 seconds.
 DJ1031
 DJ1031.The orthometric height was determined by differential leveling
 DJ1031.and adjusted in June 1991.
 DJ1031
 DJ1031.The geoid height was determined by GEOID03.
 DJ1031
 DJ1031.The dynamic height is computed by dividing the NAVD 88
 DJ1031.geopotential number by the normal gravity value computed on the
 DJ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1031.degrees latitude (g = 980.6199 gals.).
 DJ1031
 DJ1031.The modeled gravity was interpolated from observed gravity values.
 DJ1031
 DJ1031;                    North         East    Units  Estimated Accuracy
 DJ1031;SPC MS E     -   494,420.      307,830.      MT  (+/- 180 meters Scaled)
 DJ1031
 DJ1031                          SUPERSEDED SURVEY CONTROL
 DJ1031
 DJ1031  NGVD 29 (??/??/92)   94.031  (m)          308.50   (f) ADJ UNCH    1 2
 DJ1031
 DJ1031.Superseded values are not recommended for survey control.
 DJ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1031.See file dsdata.txt to determine how the superseded data were derived.
 DJ1031
 DJ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC384590(NAD 83)
 DJ1031_MARKER: DD = SURVEY DISK
 DJ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1031_STAMPING: BM 45V-330 (1966)
 DJ1031_MARK LOGO: MSHD  
 DJ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1031+STABILITY: SURFACE MOTION
 DJ1031
 DJ1031  HISTORY     - Date     Condition        Report By
 DJ1031  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1031  HISTORY     - 1978     GOOD             MSHD
 DJ1031  HISTORY     - 1983     GOOD             NGS
 DJ1031
 DJ1031                          STATION DESCRIPTION
 DJ1031
 DJ1031'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1031'3.6 MI S FROM OKOLONA.
 DJ1031'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1031'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1031'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 3.35 MILES TO THE
 DJ1031'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1031'12 INCH ROUND CONCRETE POST, 48.5 FEET NORTHEAST OF THE CENTER OF
 DJ1031'HIGHWAY 45 WEST, 39 FEET NORTHEAST OF HIGHWAY 45 STATION NO. 1265, 2.2
 DJ1031'FEET WEST OF A RIGHT-OF-WAY MARKER, 2 FEET SOUTHWEST OF A FENCE, 1.5
 DJ1031'FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 DJ1031'HIGHWAY 45 WEST, AND FLUSH WITH THE GROUND.
 DJ1031
 DJ1031                          STATION RECOVERY (1978)
 DJ1031
 DJ1031'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1031'THE MARK IS LOCATED 3 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 DJ1031'45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA ON THE EAST RIGHT OF WAY
 DJ1031'OF U.S. HIGHWAY 45, 1.2 MILES NORTH OF A CROSSROAD IN THE SOUTHWEST
 DJ1031'1/4 OF SECTION 11, T 13S, R 5E. IT IS 99.5 FEET EAST-SOUTHEAST OF
 DJ1031'POWER POLE NO. 71, 98.5 FEET EAST OF A RIGHT OF WAY MARKER, 49 FEET
 DJ1031'EAST OF THE CENTER OF HIGHWAY 45, 1 FOOT SOUTH OF A METAL WITNESS
 DJ1031'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 DJ1031'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 DJ1031'POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR 0.25 MILE TO THE
 DJ1031'INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN LEFT AND GO SOUTH ON
 DJ1031'U.S. HIGHWAY 45 ALTERNATE FOR 3.2 MILES TO THE MARK ON THE LEFT.
 DJ1031
 DJ1031                          STATION RECOVERY (1983)
 DJ1031
 DJ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1032 ***********************************************************************
 DJ1032  DESIGNATION -  45 V 331 MSHD
 DJ1032  PID         -  DJ1032
 DJ1032  STATE/COUNTY-  MS/CHICKASAW
 DJ1032  USGS QUAD   -  BUENA VISTA (1987)
 DJ1032
 DJ1032                         *CURRENT SURVEY CONTROL
 DJ1032  ___________________________________________________________________
 DJ1032* NAD 83(1986)-  33 58 04.     (N)    088 45 08.     (W)     SCALED    
 DJ1032* NAVD 88     -        93.033  (meters)     305.23   (feet)  ADJUSTED  
 DJ1032  ___________________________________________________________________
 DJ1032  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DJ1032  DYNAMIC HT  -          92.939 (meters)     304.92  (feet)  COMP
 DJ1032  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 DJ1032
 DJ1032  VERT ORDER  -  FIRST     CLASS II
 DJ1032
 DJ1032.The horizontal coordinates were scaled from a topographic map and have
 DJ1032.an estimated accuracy of +/- 6 seconds.
 DJ1032
 DJ1032.The orthometric height was determined by differential leveling
 DJ1032.and adjusted in June 1991.
 DJ1032
 DJ1032.The geoid height was determined by GEOID03.
 DJ1032
 DJ1032.The dynamic height is computed by dividing the NAVD 88
 DJ1032.geopotential number by the normal gravity value computed on the
 DJ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1032.degrees latitude (g = 980.6199 gals.).
 DJ1032
 DJ1032.The modeled gravity was interpolated from observed gravity values.
 DJ1032
 DJ1032;                    North         East    Units  Estimated Accuracy
 DJ1032;SPC MS E     -   495,380.      307,500.      MT  (+/- 180 meters Scaled)
 DJ1032
 DJ1032                          SUPERSEDED SURVEY CONTROL
 DJ1032
 DJ1032  NGVD 29 (??/??/92)   92.991  (m)          305.09   (f) ADJ UNCH    1 2
 DJ1032
 DJ1032.Superseded values are not recommended for survey control.
 DJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1032.See file dsdata.txt to determine how the superseded data were derived.
 DJ1032
 DJ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC381599(NAD 83)
 DJ1032_MARKER: DD = SURVEY DISK
 DJ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1032_STAMPING: BM 45V-331 (1966)
 DJ1032_MARK LOGO: MSHD  
 DJ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1032+STABILITY: SURFACE MOTION
 DJ1032
 DJ1032  HISTORY     - Date     Condition        Report By
 DJ1032  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1032  HISTORY     - 1978     GOOD             MSHD
 DJ1032  HISTORY     - 1983     GOOD             NGS
 DJ1032
 DJ1032                          STATION DESCRIPTION
 DJ1032
 DJ1032'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1032'2.9 MI S FROM OKOLONA.
 DJ1032'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1032'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1032'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 2.65 MILES TO A
 DJ1032'DRIVEWAY AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK
 DJ1032'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 69.5 FEET NORTHWEST
 DJ1032'OF HIGHWAY 45 WEST STATION NO. 1299, 49 FEET WEST OF THE CENTER OF
 DJ1032'HIGHWAY 45 WEST, 18 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 7 FEET
 DJ1032'SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A METAL WITNESS POST, 1.7
 DJ1032'FEET EAST OF A FENCE, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 2
 DJ1032'INCHES.
 DJ1032
 DJ1032                          STATION RECOVERY (1978)
 DJ1032
 DJ1032'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1032'THE MARK IS LOCATED 2.3 MILES SOUTH OF THE INTERSECTION OF STATE
 DJ1032'HIGHWAY 41 AND U.S. HIGHWAY 45 ALTERNATE IN OKOLONA IN THE SOUTHWEST
 DJ1032'ANGLE OF THE JUNCTION OF THE SOUTH LEG OF A CIRCULAR DRIVEWAY TO MR.
 DJ1032'ED DEMOVILLES RESIDENCE, 1.8 MILES NORTH OF A CROSSROAD IN THE
 DJ1032'NORTHWEST 1/4 OF SECTION 11, T 13S, R 5E. IT IS 132 FEET NORTH OF
 DJ1032'POWER POLE NO. 62, 49 FEET WEST OF THE CENTER OF HIGHWAY 45, 18 FEET
 DJ1032'SOUTH OF THE CENTER OF A DRIVEWAY, 3.5 FEET EAST-NORTHEAST OF A FENCE
 DJ1032'CORNER, 2 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 DJ1032'ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
 DJ1032'TO REACH FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR
 DJ1032'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN LEFT
 DJ1032'AND GO SOUTH ON U.S. HIGHWAY 45 ALTERNATE FOR 2.55 MILES TO A
 DJ1032'DRIVEWAY AND THE MARK ON THE RIGHT.
 DJ1032
 DJ1032                          STATION RECOVERY (1983)
 DJ1032
 DJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1033 ***********************************************************************
 DJ1033  DESIGNATION -  45 V 332 MSHD
 DJ1033  PID         -  DJ1033
 DJ1033  STATE/COUNTY-  MS/CHICKASAW
 DJ1033  USGS QUAD   -  BUENA VISTA (1987)
 DJ1033
 DJ1033                         *CURRENT SURVEY CONTROL
 DJ1033  ___________________________________________________________________
 DJ1033* NAD 83(1986)-  33 58 40.     (N)    088 45 18.     (W)     SCALED    
 DJ1033* NAVD 88     -        95.555  (meters)     313.50   (feet)  ADJUSTED  
 DJ1033  ___________________________________________________________________
 DJ1033  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DJ1033  DYNAMIC HT  -          95.459 (meters)     313.19  (feet)  COMP
 DJ1033  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 DJ1033
 DJ1033  VERT ORDER  -  FIRST     CLASS II
 DJ1033
 DJ1033.The horizontal coordinates were scaled from a topographic map and have
 DJ1033.an estimated accuracy of +/- 6 seconds.
 DJ1033
 DJ1033.The orthometric height was determined by differential leveling
 DJ1033.and adjusted in June 1991.
 DJ1033
 DJ1033.The geoid height was determined by GEOID03.
 DJ1033
 DJ1033.The dynamic height is computed by dividing the NAVD 88
 DJ1033.geopotential number by the normal gravity value computed on the
 DJ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1033.degrees latitude (g = 980.6199 gals.).
 DJ1033
 DJ1033.The modeled gravity was interpolated from observed gravity values.
 DJ1033
 DJ1033;                    North         East    Units  Estimated Accuracy
 DJ1033;SPC MS E     -   496,490.      307,240.      MT  (+/- 180 meters Scaled)
 DJ1033
 DJ1033                          SUPERSEDED SURVEY CONTROL
 DJ1033
 DJ1033  NGVD 29 (??/??/92)   95.515  (m)          313.37   (f) ADJ UNCH    1 2
 DJ1033
 DJ1033.Superseded values are not recommended for survey control.
 DJ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1033.See file dsdata.txt to determine how the superseded data were derived.
 DJ1033
 DJ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC378610(NAD 83)
 DJ1033_MARKER: DD = SURVEY DISK
 DJ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1033_STAMPING: BM 45V-332 (1966)
 DJ1033_MARK LOGO: MSHD  
 DJ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1033+STABILITY: SURFACE MOTION
 DJ1033
 DJ1033  HISTORY     - Date     Condition        Report By
 DJ1033  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1033  HISTORY     - 1978     GOOD             MSHD
 DJ1033  HISTORY     - 1983     GOOD             NGS
 DJ1033
 DJ1033                          STATION DESCRIPTION
 DJ1033
 DJ1033'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1033'2.25 MI S FROM OKOLONA.
 DJ1033'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1033'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1033'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 2.0 MILES TO THE MARK
 DJ1033'ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1033'ROUND CONCRETE POST, 62.6 FEET SOUTHWEST OF HIGHWAY 45 WEST OFFSET
 DJ1033'STATION NO. 1333, 52.5 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST, 9.5
 DJ1033'FEET EAST OF A FENCE, 2.7 FEET SOUTHEAST OF A POWER POLE, 2.2 FEET
 DJ1033'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND
 DJ1033'PROJECTS 2 INCHES.
 DJ1033
 DJ1033                          STATION RECOVERY (1978)
 DJ1033
 DJ1033'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1033'THE MARK IS LOCATED 1.65 MILES SOUTH OF THE INTERSECTION OF U.S.
 DJ1033'HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA ON THE WEST
 DJ1033'RIGHT OF WAY OF U.S. HIGHWAY 45 NEAR THE CENTER OF THE WEST SIDE OF
 DJ1033'SECTION 2, T 13S, R 5E. IT IS ABOUT 276 FEET SOUTH OF THE CENTER OF
 DJ1033'THE NORTH ONE OF TWO HIGH POWER LINES, 205 FEET SOUTH OF A RIGHT OF
 DJ1033'WAY MARKER, 52.5 FEET WEST OF THE CENTER OF HIGHWAY 45, 3 FEET SOUTH
 DJ1033'OF POWER POLE NO. 51, 2.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 DJ1033'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE
 DJ1033'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE POST OFFICE
 DJ1033'IN OKOLONA GO WEST ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION
 DJ1033'OF U.S. HIGHWAY 45 ALTERNATE. TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 DJ1033'45 ALTERNATE FOR 1.9 MILES TO THE MARK ON THE RIGHT (0.4 MILE BEYOND
 DJ1033'A SIDE ROAD RIGHT).
 DJ1033
 DJ1033                          STATION RECOVERY (1983)
 DJ1033
 DJ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2126 ***********************************************************************
 DJ2126  DESIGNATION -  45 V 333 RESET
 DJ2126  PID         -  DJ2126
 DJ2126  STATE/COUNTY-  MS/CHICKASAW
 DJ2126  USGS QUAD   -  BUENA VISTA (1987)
 DJ2126
 DJ2126                         *CURRENT SURVEY CONTROL
 DJ2126  ___________________________________________________________________
 DJ2126* NAD 83(1986)-  33 59 49.     (N)    088 45 20.     (W)     SCALED    
 DJ2126* NAVD 88     -       101.10   (meters)     331.7    (feet)  RESET     
 DJ2126  ___________________________________________________________________
 DJ2126  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DJ2126  VERT ORDER  -  THIRD
 DJ2126
 DJ2126.The horizontal coordinates were scaled from a topographic map and have
 DJ2126.an estimated accuracy of +/- 6 seconds.
 DJ2126
 DJ2126.The orthometric height was computed from unverified reset data.
 DJ2126.No vertical observational check was made to the station.
 DJ2126
 DJ2126.The geoid height was determined by GEOID03.
 DJ2126
 DJ2126;                    North         East    Units  Estimated Accuracy
 DJ2126;SPC MS E     -   498,610.      307,190.      MT  (+/- 180 meters Scaled)
 DJ2126
 DJ2126                          SUPERSEDED SURVEY CONTROL
 DJ2126
 DJ2126  NGVD 29 (08/12/04)  101.04   (m)          331.5    (f) RESET       3  
 DJ2126
 DJ2126.Superseded values are not recommended for survey control.
 DJ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2126.See file dsdata.txt to determine how the superseded data were derived.
 DJ2126
 DJ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC378632(NAD 83)
 DJ2126_MARKER: DD = SURVEY DISK
 DJ2126_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2126+WITH SETTING: PAVEMENT
 DJ2126_SP_SET: BASE OF FLAGPOLE
 DJ2126_STAMPING: BM 45V 333 RESET 1988
 DJ2126_MARK LOGO: MSHD  
 DJ2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2126+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DJ2126
 DJ2126  HISTORY     - Date     Condition        Report By
 DJ2126  HISTORY     - 1988     MONUMENTED       MSHD
 DJ2126
 DJ2126                          STATION DESCRIPTION
 DJ2126
 DJ2126'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ2126'0.40 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 45 ALT. FROM THE JUNCTION
 DJ2126'OF STATE HIGHWAYS 32 AND 41 IN OKOLONA, TO THE MARK ON THE LEFT, IN
 DJ2126'TOP OF THE SOUTHEAST CORNER OF A 4 FOOT SQUARE CONCRETE BASE OF FLAG
 DJ2126'POLE IN FRONT OF CRUSADOR SPORTSWEAR INC. BUILDING, 24.84 M (81.5 FT)
 DJ2126'NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 21.95 M (72.0 FT)
 DJ2126'EAST OF THE CENTER OF HIGHWAY, 19.51 M (64.0 FT) SOUTHEAST OF A POWER
 DJ2126'POLE WITH GUY WIRES, 7.01 M (23.0 FT) WEST OF THE WEST FACE OF BRICK
 DJ2126'PLANTER IN FRONT OF BUILDING AND 0.61 M (2.0 FT) SOUTHWEST OF A METAL
 DJ2126'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1035 ***********************************************************************
 DJ1035  DESIGNATION -  45 V 334 MSHD
 DJ1035  PID         -  DJ1035
 DJ1035  STATE/COUNTY-  MS/CHICKASAW
 DJ1035  USGS QUAD   -  BUENA VISTA (1987)
 DJ1035
 DJ1035                         *CURRENT SURVEY CONTROL
 DJ1035  ___________________________________________________________________
 DJ1035* NAD 83(1986)-  33 59 59.     (N)    088 45 46.     (W)     SCALED    
 DJ1035* NAVD 88     -        94.963  (meters)     311.56   (feet)  ADJUSTED  
 DJ1035  ___________________________________________________________________
 DJ1035  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DJ1035  DYNAMIC HT  -          94.867 (meters)     311.24  (feet)  COMP
 DJ1035  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 DJ1035
 DJ1035  VERT ORDER  -  SECOND    CLASS 0
 DJ1035
 DJ1035.The horizontal coordinates were scaled from a topographic map and have
 DJ1035.an estimated accuracy of +/- 6 seconds.
 DJ1035
 DJ1035.The orthometric height was determined by differential leveling
 DJ1035.and adjusted in June 1991.
 DJ1035
 DJ1035.The geoid height was determined by GEOID03.
 DJ1035
 DJ1035.The dynamic height is computed by dividing the NAVD 88
 DJ1035.geopotential number by the normal gravity value computed on the
 DJ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1035.degrees latitude (g = 980.6199 gals.).
 DJ1035
 DJ1035.The modeled gravity was interpolated from observed gravity values.
 DJ1035
 DJ1035;                    North         East    Units  Estimated Accuracy
 DJ1035;SPC MS E     -   498,920.      306,520.      MT  (+/- 180 meters Scaled)
 DJ1035
 DJ1035                          SUPERSEDED SURVEY CONTROL
 DJ1035
 DJ1035  NGVD 29 (??/??/92)   94.906  (m)          311.37   (f) ADJ UNCH    2 0
 DJ1035
 DJ1035.Superseded values are not recommended for survey control.
 DJ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1035.See file dsdata.txt to determine how the superseded data were derived.
 DJ1035
 DJ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC372635(NAD 83)
 DJ1035_MARKER: DD = SURVEY DISK
 DJ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1035_STAMPING: BM 45V-334
 DJ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1035+STABILITY: SURFACE MOTION
 DJ1035
 DJ1035  HISTORY     - Date     Condition        Report By
 DJ1035  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1035  HISTORY     - 1966     GOOD             MSHD
 DJ1035  HISTORY     - 1978     GOOD             MSHD
 DJ1035  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1035
 DJ1035                          STATION DESCRIPTION
 DJ1035
 DJ1035'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1035'1.05 MI SW FROM OKOLONA.
 DJ1035'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1035'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1035'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 0.25 MILE TO THE
 DJ1035'INTERSECTION OF MISSISSIPPI HIGHWAY 41 AND MISSISSIPPI HIGHWAY 32,
 DJ1035'TURN RIGHT (WEST) AND CONTINUE ON HIGHWAY 32 FOR 0.5 MILE TO THE
 DJ1035'DRIVEWAY LEADING TO THE VETERANS BUILDING AND THE MARK ON THE LEFT AS
 DJ1035'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 DJ1035'CONCRETE POST, 111 FEET WEST OF THE CENTER OF THE DRIVEWAY, 67.5 FEET
 DJ1035'WEST OF THE VETERANS BUILDING SIGN, 67.2 FEET SOUTHWEST OF A POWER
 DJ1035'POLE WITH A TRANSFORMER ON IT, 50.5 FEET SOUTH OF CENTER OF HIGHWAY
 DJ1035'32, 3.2 FEET NORTHEAST OF A FENCE CORNER, 1.7 FEET SOUTHEAST OF A
 DJ1035'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 32, AND PROJECTS
 DJ1035'4 INCHES.
 DJ1035
 DJ1035                          STATION RECOVERY (1978)
 DJ1035
 DJ1035'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1035'THE MARK IS LOCATED 0.4 MILE WEST OF THE INTERSECTION OF STATE
 DJ1035'HIGHWAY 32 AND U.S. HIGHWAY 45 ALTERNATE NEAR A FENCE CORNER ON THE
 DJ1035'SOUTH RIGHT OF WAY OF STATE HIGHWAY 32, NEAR THE CENTER OF THE NORTH
 DJ1035'SIDE OF SECTION 34, T 12S, R 5E. IT IS 141 FEET WEST OF THE NORTHWEST
 DJ1035'CORNER OF A CYCLONE FENCE AROUND A BALL FIELD, 111 FEET WEST OF THE
 DJ1035'CENTER OF A GRAVELED ROAD LEADING SOUTH TO THE VETERANS BUILDING, 67
 DJ1035'FEET SOUTHWEST OF POWER POLE NO. C 31, 50.5 FEET SOUTH OF THE CENTER
 DJ1035'OF HIGHWAY 32, 46 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DJ1035'MONUMENT, 3 FEET EAST-NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST
 DJ1035'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 DJ1035'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH
 DJ1035'FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR 0.25 MILE
 DJ1035'TO THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN LEFT AND GO
 DJ1035'SOUTH ON U.S. HIGHWAY 45 FOR 0.25 MILE TO THE INTERSECTION OF STATE
 DJ1035'HIGHWAY 32 AND 41. TURN RIGHT AND GO WEST ON STATE HIGHWAY 32 FOR 0.4
 DJ1035'MILE TO THE MARK ON THE LEFT.
 DJ1035
 DJ1035                          STATION RECOVERY (1983)
 DJ1035
 DJ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1035'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY CONSTRUCTION OR YARD
 DJ1035'MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0504 ***********************************************************************
 EG0504  DESIGNATION -  45 V 335 MSHD
 EG0504  PID         -  EG0504
 EG0504  STATE/COUNTY-  MS/CHICKASAW
 EG0504  USGS QUAD   -  TROY SE (1979)
 EG0504
 EG0504                         *CURRENT SURVEY CONTROL
 EG0504  ___________________________________________________________________
 EG0504* NAD 83(1986)-  34 00 25.     (N)    088 45 18.     (W)     SCALED    
 EG0504* NAVD 88     -       104.491  (meters)     342.82   (feet)  ADJUSTED  
 EG0504  ___________________________________________________________________
 EG0504  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0504  DYNAMIC HT  -         104.385 (meters)     342.47  (feet)  COMP
 EG0504  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 EG0504
 EG0504  VERT ORDER  -  FIRST     CLASS II
 EG0504
 EG0504.The horizontal coordinates were scaled from a topographic map and have
 EG0504.an estimated accuracy of +/- 6 seconds.
 EG0504
 EG0504.The orthometric height was determined by differential leveling
 EG0504.and adjusted in June 1991.
 EG0504.WARNING-Repeat measurements at this control monument indicate possible
 EG0504.vertical movement.
 EG0504
 EG0504.The geoid height was determined by GEOID03.
 EG0504
 EG0504.The dynamic height is computed by dividing the NAVD 88
 EG0504.geopotential number by the normal gravity value computed on the
 EG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0504.degrees latitude (g = 980.6199 gals.).
 EG0504
 EG0504.The modeled gravity was interpolated from observed gravity values.
 EG0504
 EG0504;                    North         East    Units  Estimated Accuracy
 EG0504;SPC MS E     -   499,720.      307,240.      MT  (+/- 180 meters Scaled)
 EG0504
 EG0504                          SUPERSEDED SURVEY CONTROL
 EG0504
 EG0504  NGVD 29 (??/??/92)  104.427  (m)          342.61   (f) ADJ UNCH    1 2
 EG0504
 EG0504.Superseded values are not recommended for survey control.
 EG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0504.See file dsdata.txt to determine how the superseded data were derived.
 EG0504
 EG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC379643(NAD 83)
 EG0504_MARKER: DD = SURVEY DISK
 EG0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0504_STAMPING: BM 45V-335 (1966)
 EG0504_MARK LOGO: MSHD  
 EG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0504+STABILITY: SURFACE MOTION
 EG0504
 EG0504  HISTORY     - Date     Condition        Report By
 EG0504  HISTORY     - 1966     MONUMENTED       MSHD
 EG0504  HISTORY     - 1978     GOOD             MSHD
 EG0504  HISTORY     - 1983     GOOD             NGS
 EG0504  HISTORY     - 1985     GOOD             NGS
 EG0504
 EG0504                          STATION DESCRIPTION
 EG0504
 EG0504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0504'IN OKOLONA.
 EG0504'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0504'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0504'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 0.15 MILE TO
 EG0504'JEFFERSON AVENUE AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS
 EG0504'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 47.5 FEET EAST
 EG0504'OF POLE NO. C 35, 38 FEET NORTH OF THE CENTER OF JEFFERSON AVENUE, 24
 EG0504'FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 8.5 FEET SOUTH OF AN 18
 EG0504'INCH OAK, 8 FEET NORTHWEST OF A STOP SIGN, 6 FEET WEST OF THE CENTER
 EG0504'OF A SIDEWALK, 5 FEET NORTHEAST OF A STREET NAME POST, 2 FEET NORTH OF
 EG0504'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND
 EG0504'PROJECTS 4 INCHES.
 EG0504
 EG0504                          STATION RECOVERY (1978)
 EG0504
 EG0504'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0504'THE MARK IS LOCATED 0.25 MILE NORTHWEST OF THE CENTER OF DOWNTOWN
 EG0504'OKOLONA IN THE NORTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 45
 EG0504'ALTERNATE AND JEFFERSON AVENUE NEAR THE CENTER OF THE WEST SIDE OF
 EG0504'SECTION 26, T 12 S, R 5E. IT IS 96.5 FEET NORTHWEST OF THE NORTHWEST
 EG0504'CORNER OF LONG FORD COMPANY, 118.5 FEET SOUTH OF A LONE 36 INCH OAK,
 EG0504'48 FEET EAST OF POLE NO. C 35, 36 FEET NORTH OF THE CENTER OF
 EG0504'JEFFERSON AVENUE, 24.5 FEET EAST OF THE CENTER OF HIGHWAY 45, 5 FEET
 EG0504'NORTHEAST OF A SQUARE CONCRETE POST WITH THE STREET NAMES ON IT, 3.5
 EG0504'FEET EAST OF THE EAST EDGE OF A CURB, 3.5 FEET WEST OF THE WEST EDGE
 EG0504'OF A WALK, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0504'ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 EG0504'THE GROUND. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45
 EG0504'ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA GO NORTH ON U.S. HIGHWAY 45
 EG0504'ALTERNATE FOR 0.4 MILE TO THE JUNCTION OF JEFFERSON AVENUE AND THE
 EG0504'MARK ON THE RIGHT.
 EG0504
 EG0504                          STATION RECOVERY (1983)
 EG0504
 EG0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0504'RECOVERED IN GOOD CONDITION.
 EG0504
 EG0504                          STATION RECOVERY (1985)
 EG0504
 EG0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0505 ***********************************************************************
 EG0505  DESIGNATION -  45 V 336 MSHD
 EG0505  PID         -  EG0505
 EG0505  STATE/COUNTY-  MS/CHICKASAW
 EG0505  USGS QUAD   -  TROY SE (1979)
 EG0505
 EG0505                         *CURRENT SURVEY CONTROL
 EG0505  ___________________________________________________________________
 EG0505* NAD 83(1986)-  34 01 11.     (N)    088 45 16.     (W)     SCALED    
 EG0505* NAVD 88     -        91.885  (meters)     301.46   (feet)  ADJUSTED  
 EG0505  ___________________________________________________________________
 EG0505  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0505  DYNAMIC HT  -          91.792 (meters)     301.15  (feet)  COMP
 EG0505  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 EG0505
 EG0505  VERT ORDER  -  FIRST     CLASS II
 EG0505
 EG0505.The horizontal coordinates were scaled from a topographic map and have
 EG0505.an estimated accuracy of +/- 6 seconds.
 EG0505
 EG0505.The orthometric height was determined by differential leveling
 EG0505.and adjusted in June 1991.
 EG0505
 EG0505.The geoid height was determined by GEOID03.
 EG0505
 EG0505.The dynamic height is computed by dividing the NAVD 88
 EG0505.geopotential number by the normal gravity value computed on the
 EG0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0505.degrees latitude (g = 980.6199 gals.).
 EG0505
 EG0505.The modeled gravity was interpolated from observed gravity values.
 EG0505
 EG0505;                    North         East    Units  Estimated Accuracy
 EG0505;SPC MS E     -   501,140.      307,290.      MT  (+/- 180 meters Scaled)
 EG0505
 EG0505                          SUPERSEDED SURVEY CONTROL
 EG0505
 EG0505  NGVD 29 (??/??/92)   91.821  (m)          301.25   (f) ADJ UNCH    1 2
 EG0505
 EG0505.Superseded values are not recommended for survey control.
 EG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0505.See file dsdata.txt to determine how the superseded data were derived.
 EG0505
 EG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC380657(NAD 83)
 EG0505_MARKER: DD = SURVEY DISK
 EG0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0505_STAMPING: BM 45V-336
 EG0505_MARK LOGO: MSHD  
 EG0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0505+STABILITY: SURFACE MOTION
 EG0505
 EG0505  HISTORY     - Date     Condition        Report By
 EG0505  HISTORY     - UNK      MONUMENTED       MSHD
 EG0505  HISTORY     - 1966     GOOD             MSHD
 EG0505  HISTORY     - 1978     GOOD             MSHD
 EG0505  HISTORY     - 1983     GOOD             NGS
 EG0505  HISTORY     - 1985     GOOD             NGS
 EG0505
 EG0505                          STATION DESCRIPTION
 EG0505
 EG0505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0505'1.25 MI N FROM OKOLONA.
 EG0505'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0505'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0505'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.0 MILE TO A
 EG0505'DRIVEWAY AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK
 EG0505'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 53 FEET SOUTHEAST OF
 EG0505'HIGHWAY 45 WEST STATION NO. 51, 48 FEET EAST OF THE CENTER OF HIGHWAY
 EG0505'45 WEST, 16 FEET NORTH OF THE CENTER OF A DRIVEWAY, 4.2 FEET NORTHWEST
 EG0505'OF A FENCE CORNER, 1.9 FEET NORTH OF A METAL WITNESS POST, 1 FOOT
 EG0505'ABOVE THE LEVEL OF HIGHWAY 45 WEST, AND PROJECTS 5 INCHES.
 EG0505
 EG0505                          STATION RECOVERY (1978)
 EG0505
 EG0505'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0505'THE MARK IS LOCATED 1.25 MILES NORTH OF THE INTERSECTION OF STATE
 EG0505'HIGHWAY 41 AND U.S. HIGHWAY 45 ALTERNATE ON THE EAST RIGHT OF WAY OF
 EG0505'U.S. HIGHWAY 45, 0.85 MILE SOUTH OF A CEMETERY IN THE SOUTHWEST 1/4
 EG0505'OF SECTION 23, T 12S, R 5E. IT IS 48 FEET EAST OF THE CENTER OF
 EG0505'HIGHWAY 45, 16 FEET NORTH OF THE CENTER OF AN ABANDONED DRIVEWAY, 4
 EG0505'FEET NORTHWEST OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 1 FOOT
 EG0505'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 EG0505'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO
 EG0505'REACH FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR 0.25
 EG0505'MILE TO THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN RIGHT AND
 EG0505'GO NORTH ON U.S. HIGHWAY 45 ALTERNATE FOR 1 MILE TO AN ABANDONED
 EG0505'DRIVEWAY AND THE MARK ON THE RIGHT JUST BEFORE REACHING THE ENTRANCE
 EG0505'TO A STORE ON THE LEFT.
 EG0505
 EG0505                          STATION RECOVERY (1983)
 EG0505
 EG0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0505'RECOVERED IN GOOD CONDITION.
 EG0505
 EG0505                          STATION RECOVERY (1985)
 EG0505
 EG0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0506 ***********************************************************************
 EG0506  DESIGNATION -  45 V 337 MSHD
 EG0506  PID         -  EG0506
 EG0506  STATE/COUNTY-  MS/CHICKASAW
 EG0506  USGS QUAD   -  TROY SE (1979)
 EG0506
 EG0506                         *CURRENT SURVEY CONTROL
 EG0506  ___________________________________________________________________
 EG0506* NAD 83(1986)-  34 01 45.     (N)    088 45 03.     (W)     SCALED    
 EG0506* NAVD 88     -        86.532  (meters)     283.90   (feet)  ADJUSTED  
 EG0506  ___________________________________________________________________
 EG0506  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0506  DYNAMIC HT  -          86.445 (meters)     283.61  (feet)  COMP
 EG0506  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 EG0506
 EG0506  VERT ORDER  -  FIRST     CLASS II
 EG0506
 EG0506.The horizontal coordinates were scaled from a topographic map and have
 EG0506.an estimated accuracy of +/- 6 seconds.
 EG0506
 EG0506.The orthometric height was determined by differential leveling
 EG0506.and adjusted in June 1991.
 EG0506
 EG0506.The geoid height was determined by GEOID03.
 EG0506
 EG0506.The dynamic height is computed by dividing the NAVD 88
 EG0506.geopotential number by the normal gravity value computed on the
 EG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0506.degrees latitude (g = 980.6199 gals.).
 EG0506
 EG0506.The modeled gravity was interpolated from observed gravity values.
 EG0506
 EG0506;                    North         East    Units  Estimated Accuracy
 EG0506;SPC MS E     -   502,190.      307,620.      MT  (+/- 180 meters Scaled)
 EG0506
 EG0506                          SUPERSEDED SURVEY CONTROL
 EG0506
 EG0506  NGVD 29 (??/??/92)   86.457  (m)          283.65   (f) ADJ UNCH    1 2
 EG0506
 EG0506.Superseded values are not recommended for survey control.
 EG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0506.See file dsdata.txt to determine how the superseded data were derived.
 EG0506
 EG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC383667(NAD 83)
 EG0506_MARKER: DD = SURVEY DISK
 EG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0506_STAMPING: BM 45V-337 (1966)
 EG0506_MARK LOGO: MSHD  
 EG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0506+STABILITY: SURFACE MOTION
 EG0506
 EG0506  HISTORY     - Date     Condition        Report By
 EG0506  HISTORY     - 1966     MONUMENTED       MSHD
 EG0506  HISTORY     - 1978     GOOD             MSHD
 EG0506  HISTORY     - 1983     GOOD             NGS
 EG0506
 EG0506                          STATION DESCRIPTION
 EG0506
 EG0506'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0506'2.15 MI N FROM OKOLONA.
 EG0506'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0506'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0506'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 1.9 MILES TO A SIDE
 EG0506'ROAD LEFT AND A TRACK ROAD AND THE MARK ON THE RIGHT AS DESCRIBED. THE
 EG0506'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 46
 EG0506'FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 44 FEET NORTHEAST OF
 EG0506'HIGHWAY 45 WEST STATION NO. 95, 17 FEET SOUTH OF A TRACK ROAD, 10 FEET
 EG0506'SOUTHWEST OF THE WEST POST OF THE R.W. COLMAN GIN SIGN, 2.2 FEET NORTH
 EG0506'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST,
 EG0506'AND PROJECTS 4 INCHES.
 EG0506
 EG0506                          STATION RECOVERY (1978)
 EG0506
 EG0506'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0506'THE MARK IS LOCATED 2.5 MILES NORTH OF THE INTERSECTION OF STATE
 EG0506'HIGHWAY 41 AND U.S. HIGHWAY 45 ALTERNATE IN OKOLONA IN THE SOUTHEAST
 EG0506'ANGLE OF THE JUNCTION OF A FIELD ROAD AND OPPOSITE A SIDE ROAD
 EG0506'LEADING WEST ON THE NORTH SIDE OF A CEMETERY IN THE NORTHWEST 1/4 OF
 EG0506'SECTION 23, T 12S, R 5E. IT IS 46 FEET EAST OF THE CENTER OF HIGHWAY
 EG0506'45, 24 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 17 FEET SOUTH OF THE
 EG0506'PROJECTED CENTER OF A GRAVELED ROAD LEADING WEST, 2 FEET NORTHWEST OF
 EG0506'A POWER POLE WITH A GUY WIRE, 2 FEET NORTH OF A METAL WITNESS POST
 EG0506'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL
 EG0506'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE POST
 EG0506'OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR 0.25 MILE TO THE
 EG0506'INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN RIGHT AND GO NORTH ON
 EG0506'U.S. HIGHWAY 45 ALTERNATE FOR 1.85 MILES TO THE MARK ON THE RIGHT.
 EG0506
 EG0506                          STATION RECOVERY (1983)
 EG0506
 EG0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0506'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.91 METERS (3.0 FT) NORTHEAST
 EG0506'OF A POWERLINE POLE.
 EG0506'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0507 ***********************************************************************
 EG0507  DESIGNATION -  45 V 338 MSHD
 EG0507  PID         -  EG0507
 EG0507  STATE/COUNTY-  MS/CHICKASAW
 EG0507  USGS QUAD   -  SHANNON (1979)
 EG0507
 EG0507                         *CURRENT SURVEY CONTROL
 EG0507  ___________________________________________________________________
 EG0507* NAD 83(1986)-  34 02 30.     (N)    088 44 46.     (W)     SCALED    
 EG0507* NAVD 88     -        81.556  (meters)     267.57   (feet)  POSTED    
 EG0507  ___________________________________________________________________
 EG0507  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0507  DYNAMIC HT  -          81.470 (meters)     267.29  (feet)  COMP
 EG0507  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 EG0507
 EG0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0507
 EG0507.The horizontal coordinates were scaled from a topographic map and have
 EG0507.an estimated accuracy of +/- 6 seconds.
 EG0507
 EG0507.The orthometric height was determined by differential leveling
 EG0507.and adjusted by the  in 1992.
 EG0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0507.rate of 0.0 thru 1.0 mm/km.
 EG0507
 EG0507.The geoid height was determined by GEOID03.
 EG0507
 EG0507.The dynamic height is computed by dividing the NAVD 88
 EG0507.geopotential number by the normal gravity value computed on the
 EG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0507.degrees latitude (g = 980.6199 gals.).
 EG0507
 EG0507.The modeled gravity was interpolated from observed gravity values.
 EG0507
 EG0507;                    North         East    Units  Estimated Accuracy
 EG0507;SPC MS E     -   503,570.      308,050.      MT  (+/- 180 meters Scaled)
 EG0507
 EG0507                          SUPERSEDED SURVEY CONTROL
 EG0507
 EG0507  NGVD 29 (??/??/92)   81.497  (m)          267.38   (f) ADJ UNCH    2 0
 EG0507
 EG0507.Superseded values are not recommended for survey control.
 EG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0507.See file dsdata.txt to determine how the superseded data were derived.
 EG0507
 EG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC388681(NAD 83)
 EG0507_MARKER: DD = SURVEY DISK
 EG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0507_STAMPING: BM 45V-338 (1966)
 EG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0507+STABILITY: SURFACE MOTION
 EG0507
 EG0507  HISTORY     - Date     Condition        Report By
 EG0507  HISTORY     - 1966     MONUMENTED       MSHD
 EG0507  HISTORY     - 1978     GOOD             MSHD
 EG0507  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0507
 EG0507                          STATION DESCRIPTION
 EG0507
 EG0507'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0507'3 MI N FROM OKOLONA.
 EG0507'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0507'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0507'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 2.75 MILES TO A
 EG0507'CONCRETE BRIDGE AND THE MARK ON THE RIGHT IN THE NORTHEAST RAILING.
 EG0507'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE, 13 FEET EAST OF
 EG0507'THE CENTER OF HIGHWAY 45 WEST, 2.5 FEET SOUTHWEST OF A METAL WITNESS
 EG0507'POST, AND 1 FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST.
 EG0507
 EG0507                          STATION RECOVERY (1978)
 EG0507
 EG0507'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0507'THE MARK IS LOCATED 2.9 MILES NORTH OF THE INTERSECTION OF STATE
 EG0507'HIGHWAY 41 AND U.S. HIGHWAY 45 ALTERNATE IN OKOLONA IN A CONCRETE
 EG0507'BRIDGE ON WOODEN PILES, 0.9 MILE NORTH OF A SIDE ROAD AND A CEMETERY
 EG0507'IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, T 12S, R 5E.
 EG0507'IT IS 13 FEET EAST OF THE CENTER OF HIGHWAY 45, 2.5 FEET SOUTHWEST OF
 EG0507'A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 EG0507'RAILING OF A CONCRETE BRIDGE AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 EG0507'THE HIGHWAY. TO REACH FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN
 EG0507'STREET FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 45
 EG0507'ALTERNATE. TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 45 ALTERNATE FOR
 EG0507'2.7 MILES TO THE SECOND BRIDGE AND THE MARK ON THE RIGHT.
 EG0507
 EG0507                          STATION RECOVERY (1983)
 EG0507
 EG0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0507'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD AND BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0508 ***********************************************************************
 EG0508  DESIGNATION -  45 V 339 MSHD
 EG0508  PID         -  EG0508
 EG0508  STATE/COUNTY-  MS/CHICKASAW
 EG0508  USGS QUAD   -  SHANNON (1979)
 EG0508
 EG0508                         *CURRENT SURVEY CONTROL
 EG0508  ___________________________________________________________________
 EG0508* NAD 83(1986)-  34 03 16.     (N)    088 44 27.     (W)     SCALED    
 EG0508* NAVD 88     -        82.495  (meters)     270.65   (feet)  ADJUSTED  
 EG0508  ___________________________________________________________________
 EG0508  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0508  DYNAMIC HT  -          82.411 (meters)     270.38  (feet)  COMP
 EG0508  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EG0508
 EG0508  VERT ORDER  -  FIRST     CLASS II
 EG0508
 EG0508.The horizontal coordinates were scaled from a topographic map and have
 EG0508.an estimated accuracy of +/- 6 seconds.
 EG0508
 EG0508.The orthometric height was determined by differential leveling
 EG0508.and adjusted in June 1991.
 EG0508
 EG0508.The geoid height was determined by GEOID03.
 EG0508
 EG0508.The dynamic height is computed by dividing the NAVD 88
 EG0508.geopotential number by the normal gravity value computed on the
 EG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0508.degrees latitude (g = 980.6199 gals.).
 EG0508
 EG0508.The modeled gravity was interpolated from observed gravity values.
 EG0508
 EG0508;                    North         East    Units  Estimated Accuracy
 EG0508;SPC MS E     -   504,990.      308,540.      MT  (+/- 180 meters Scaled)
 EG0508
 EG0508                          SUPERSEDED SURVEY CONTROL
 EG0508
 EG0508  NGVD 29 (??/??/92)   82.438  (m)          270.47   (f) ADJ UNCH    1 2
 EG0508
 EG0508.Superseded values are not recommended for survey control.
 EG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0508.See file dsdata.txt to determine how the superseded data were derived.
 EG0508
 EG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC393695(NAD 83)
 EG0508_MARKER: DD = SURVEY DISK
 EG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0508_STAMPING: BM 45V-339 (1966)
 EG0508_MARK LOGO: MSHD  
 EG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0508+STABILITY: SURFACE MOTION
 EG0508
 EG0508  HISTORY     - Date     Condition        Report By
 EG0508  HISTORY     - 1966     MONUMENTED       MSHD
 EG0508  HISTORY     - 1978     GOOD             MSHD
 EG0508  HISTORY     - 1983     GOOD             NGS
 EG0508
 EG0508                          STATION DESCRIPTION
 EG0508
 EG0508'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0508'4 MI N FROM OKOLONA.
 EG0508'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0508'FOR 0.25 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST,
 EG0508'TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 3.75 MILES TO A
 EG0508'DRIVEWAY AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK
 EG0508'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 59 FEET EAST OF THE
 EG0508'CENTER OF HIGHWAY 45 WEST, 49.7 FEET EAST OF HIGHWAY 45 WEST STATION
 EG0508'NO. 188, 18 FEET SOUTH OF A DRIVEWAY, 2.1 FEET NORTH OF A METAL
 EG0508'WITNESS POST, 2 FEET WEST OF A FENCE, 1 FOOT ABOVE THE LEVEL OF
 EG0508'HIGHWAY 45 WEST, AND PROJECTS 5 INCHES.
 EG0508
 EG0508                          STATION RECOVERY (1978)
 EG0508
 EG0508'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0508'THE MARK IS LOCATED 3.85 MILES NORTH OF THE INTERSECTION OF STATE
 EG0508'HIGHWAY 41 AND U.S. HIGHWAY 45 ALTERNATE IN OKOLONA ON THE EAST RIGHT
 EG0508'OF WAY OF U.S. HIGHWAY 45, 0.1 MILE SOUTH OF A SIDE ROAD LEADING WEST
 EG0508'IN THE NORTHEAST 1/4 OF SECTION 11, T 12S, R 5E. IT IS 59 FEET EAST
 EG0508'OF THE CENTER OF HIGHWAY 45, 46.5 FEET SOUTHEAST OF A POWER POLE, 2.5
 EG0508'FEET WEST OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST SET IN THE
 EG0508'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EG0508'HIGHWAY AND PROJECTS 2 INCHES. TO REACH FROM THE POST OFFICE IN
 EG0508'OKOLONA GO WEST ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF
 EG0508'U.S. HIGHWAY 45 ALTERNATE. TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 45
 EG0508'ALTERNATE FOR 3.65 MILES TO THE MARK ON THE RIGHT.
 EG0508
 EG0508                          STATION RECOVERY (1983)
 EG0508
 EG0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0556 ***********************************************************************
 CO0556  DESIGNATION -  45 V 34
 CO0556  PID         -  CO0556
 CO0556  STATE/COUNTY-  MS/CLARKE
 CO0556  USGS QUAD   -  QUITMAN (1983)
 CO0556
 CO0556                         *CURRENT SURVEY CONTROL
 CO0556  ___________________________________________________________________
 CO0556* NAD 83(1986)-  32 06 13.     (N)    088 42 08.     (W)     SCALED    
 CO0556* NAVD 88     -        80.608  (meters)     264.46   (feet)  ADJUSTED  
 CO0556  ___________________________________________________________________
 CO0556  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CO0556  DYNAMIC HT  -          80.513 (meters)     264.15  (feet)  COMP
 CO0556  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 CO0556
 CO0556  VERT ORDER  -  FIRST     CLASS II
 CO0556
 CO0556.The horizontal coordinates were scaled from a topographic map and have
 CO0556.an estimated accuracy of +/- 6 seconds.
 CO0556
 CO0556.The orthometric height was determined by differential leveling
 CO0556.and adjusted in June 1991.
 CO0556
 CO0556.The geoid height was determined by GEOID03.
 CO0556
 CO0556.The dynamic height is computed by dividing the NAVD 88
 CO0556.geopotential number by the normal gravity value computed on the
 CO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0556.degrees latitude (g = 980.6199 gals.).
 CO0556
 CO0556.The modeled gravity was interpolated from observed gravity values.
 CO0556
 CO0556;                    North         East    Units  Estimated Accuracy
 CO0556;SPC MS E     -   288,650.      312,380.      MT  (+/- 180 meters Scaled)
 CO0556
 CO0556                          SUPERSEDED SURVEY CONTROL
 CO0556
 CO0556  NGVD 29 (??/??/??)   80.590  (m)          264.40   (f) ADJUSTED    1 2
 CO0556
 CO0556.Superseded values are not recommended for survey control.
 CO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0556.See file dsdata.txt to determine how the superseded data were derived.
 CO0556
 CO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA393531(NAD 83)
 CO0556_MARKER: DD = SURVEY DISK
 CO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0556_SP_SET: CONCRETE POST
 CO0556_STAMPING: BM 45V-34 1961
 CO0556_MARK LOGO: MSHD  
 CO0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0556+STABILITY: SURFACE MOTION
 CO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0556+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0556
 CO0556  HISTORY     - Date     Condition        Report By
 CO0556  HISTORY     - 1961     MONUMENTED       MSHD
 CO0556  HISTORY     - 1964     GOOD             NGS
 CO0556  HISTORY     - 1980     GOOD             NGS
 CO0556  HISTORY     - 19900524 GOOD             MSHD
 CO0556
 CO0556                          STATION DESCRIPTION
 CO0556
 CO0556'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0556'5.15 MI N FROM QUITMAN.
 CO0556'LOCATED ABOUT 5.15 MILES NORTH OF QUITMAN, ALONG U.S. HIGHWAY 45, ON
 CO0556'THE PROPERTY OF DR. D.H. MOORE.  TO REACH FROM THE COURTHOUSE IN
 CO0556'QUITMAN GO NORTH ON U.S. HIGHWAY 45 FOR 5.15 MILES TO A DIRT ROAD
 CO0556'RIGHT (SOUTH ENTRANCE TO CLARCO STATE PARK), TURN RIGHT, SOUTHEAST AND
 CO0556'GO ABOUT 500 FEET TO A FRAME HOUSE AND THE MARK ON THE LEFT.  THE MARK
 CO0556'IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-34 1961, SET
 CO0556'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST ONE INCH BELOW THE GROUND
 CO0556'SURFACE.  IT IS 93 FEET EAST OF THE EAST END OF A WOODEN BRIDGE, 70.6
 CO0556'FEET NORTH OF THE NORTHWEST CORNER OF A METAL CATTLE GAP, 47.5 FEET
 CO0556'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, ABOUT 40 FEET
 CO0556'NORTH-NORTHEAST OF THE CENTER OF THE DIRT ROAD AND 9.4 FEET
 CO0556'SOUTH-SOUTHEAST OF A TWIN-TRUNK PERSIMMON TREE.
 CO0556
 CO0556                          STATION RECOVERY (1964)
 CO0556
 CO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0556'RECOVERED IN GOOD CONDITION.
 CO0556
 CO0556                          STATION RECOVERY (1980)
 CO0556
 CO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0556'NOTE-THE ORIGINAL DESCRIPTION HAS THE MARK STAMPED BM 45V-61 1961.
 CO0556'CHANGED TO BM 45V-34 1961.
 CO0556
 CO0556                          STATION RECOVERY (1990)
 CO0556
 CO0556'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0556'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHEAST OF QUITMAN,
 CO0556'ON THE SOUTHEAST BANK OF MOORE MILL CREEK, 0.1 MI (0.2 KM) SOUTHEAST
 CO0556'OF HIGHWAY 45 ON THE NORTHEAST SIDE OF THE SOUTH ENTRANCE TO THE
 CO0556'CLARKCO STATE PARK AND IS IN SECTION 18, T 3N, R 16E.
 CO0556'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0556'FOR 5.2 MI (8.4 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST
 CO0556'ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT JUST
 CO0556'BEYOND A CREEK.
 CO0556'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0556'1.0 FT (0.3 M) BELOW THE LEVEL OF THE ROAD, FLUSH WITH THE GROUND,
 CO0556'100.5 FT (30.6 M) EAST OF THE SOUTH CORNER OF A WOODEN BRIDGE, 85.0
 CO0556'FT (25.9 M) NORTH OF THE NORTHWEST POST OF A METAL GATE, 38.5 FT
 CO0556'(11.7 M) NORTHEAST OF THE CENTER OF A PAVED ROAD, 31.0 FT (9.4 M)
 CO0556'NORTHWEST OF A 24 INCH OAK AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE
 CO0556'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0509 ***********************************************************************
 EG0509  DESIGNATION -  45 V 340 MSHD
 EG0509  PID         -  EG0509
 EG0509  STATE/COUNTY-  MS/CHICKASAW
 EG0509  USGS QUAD   -  SHANNON (1979)
 EG0509
 EG0509                         *CURRENT SURVEY CONTROL
 EG0509  ___________________________________________________________________
 EG0509* NAD 83(1986)-  34 03 54.     (N)    088 44 14.     (W)     SCALED    
 EG0509* NAVD 88     -        83.888  (meters)     275.22   (feet)  ADJUSTED  
 EG0509  ___________________________________________________________________
 EG0509  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0509  DYNAMIC HT  -          83.803 (meters)     274.94  (feet)  COMP
 EG0509  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 EG0509
 EG0509  VERT ORDER  -  FIRST     CLASS II
 EG0509
 EG0509.The horizontal coordinates were scaled from a topographic map and have
 EG0509.an estimated accuracy of +/- 6 seconds.
 EG0509
 EG0509.The orthometric height was determined by differential leveling
 EG0509.and adjusted in June 1991.
 EG0509
 EG0509.The geoid height was determined by GEOID03.
 EG0509
 EG0509.The dynamic height is computed by dividing the NAVD 88
 EG0509.geopotential number by the normal gravity value computed on the
 EG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0509.degrees latitude (g = 980.6199 gals.).
 EG0509
 EG0509.The modeled gravity was interpolated from observed gravity values.
 EG0509
 EG0509;                    North         East    Units  Estimated Accuracy
 EG0509;SPC MS E     -   506,160.      308,870.      MT  (+/- 180 meters Scaled)
 EG0509
 EG0509                          SUPERSEDED SURVEY CONTROL
 EG0509
 EG0509  NGVD 29 (??/??/92)   83.836  (m)          275.05   (f) ADJ UNCH    1 2
 EG0509
 EG0509.Superseded values are not recommended for survey control.
 EG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0509.See file dsdata.txt to determine how the superseded data were derived.
 EG0509
 EG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC396707(NAD 83)
 EG0509_MARKER: DD = SURVEY DISK
 EG0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0509_STAMPING: BM 45V-340
 EG0509_MARK LOGO: MSHD  
 EG0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0509+STABILITY: SURFACE MOTION
 EG0509
 EG0509  HISTORY     - Date     Condition        Report By
 EG0509  HISTORY     - UNK      MONUMENTED       MSHD
 EG0509  HISTORY     - 1966     GOOD             MSHD
 EG0509  HISTORY     - 1978     GOOD             MSHD
 EG0509  HISTORY     - 1983     GOOD             NGS
 EG0509
 EG0509                          STATION DESCRIPTION
 EG0509
 EG0509'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0509'4.75 MI N FROM OKOLONA.
 EG0509'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0509'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0509'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 4.5 MILES TO A TRACK
 EG0509'ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET
 EG0509'IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 47.5 FEET EAST OF THE
 EG0509'CENTER OF HIGHWAY 45 WEST, 39 FEET SOUTHEAST OF HIGHWAY 45 WEST
 EG0509'STATION NO. 227, 14 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 3.5 FEET
 EG0509'SOUTHWEST OF POLE NO. 22, 1.8 FEET NORTH OF A METAL WITNESS POST,
 EG0509'ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 5 INCHES.
 EG0509
 EG0509                          STATION RECOVERY (1978)
 EG0509
 EG0509'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0509'THE MARK IS LOCATED 4.6 MILES NORTH OF THE INTERSECTION OF STATE
 EG0509'HIGHWAY 41 AND U.S. HIGHWAY 45 ALTERNATE IN THE SOUTHEAST ANGLE OF
 EG0509'THE JUNCTION OF A DRIVEWAY, 0.7 MILE SOUTH OF A CROSSROAD AND THE
 EG0509'COUNTY LINE, 0.1 MILE SOUTH OF A SIDE ROAD LEADING WEST NEAR THE
 EG0509'CENTER OF THE WEST SIDE OF SECTION 1, T 12S, R 5E. IT IS 61 FEET
 EG0509'SOUTH OF A POWER POLE, 47 FEET EAST OF THE CENTER OF HIGHWAY 45, 12
 EG0509'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1 FOOT NORTH OF A METAL
 EG0509'WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES. TO
 EG0509'REACH FROM THE POST OFFICE IN OKOLONA GO WEST ON MAIN STREET FOR 0.25
 EG0509'MILE TO THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE. TURN RIGHT AND
 EG0509'GO NORTH ON U.S. HIGHWAY 45 ALTERNATE FOR 4.35 MILES TO A DRIVEWAY
 EG0509'AND THE MARK ON THE RIGHT.
 EG0509
 EG0509                          STATION RECOVERY (1983)
 EG0509
 EG0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0510 ***********************************************************************
 EG0510  DESIGNATION -  45 V 341 MSHD
 EG0510  PID         -  EG0510
 EG0510  STATE/COUNTY-  MS/LEE
 EG0510  USGS QUAD   -  SHANNON (1979)
 EG0510
 EG0510                         *CURRENT SURVEY CONTROL
 EG0510  ___________________________________________________________________
 EG0510* NAD 83(1986)-  34 04 30.     (N)    088 44 01.     (W)     SCALED    
 EG0510* NAVD 88     -        91.730  (meters)     300.95   (feet)  ADJUSTED  
 EG0510  ___________________________________________________________________
 EG0510  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0510  DYNAMIC HT  -          91.637 (meters)     300.65  (feet)  COMP
 EG0510  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EG0510
 EG0510  VERT ORDER  -  FIRST     CLASS II
 EG0510
 EG0510.The horizontal coordinates were scaled from a topographic map and have
 EG0510.an estimated accuracy of +/- 6 seconds.
 EG0510
 EG0510.The orthometric height was determined by differential leveling
 EG0510.and adjusted in June 1991.
 EG0510.WARNING-Repeat measurements at this control monument indicate possible
 EG0510.vertical movement.
 EG0510
 EG0510.The geoid height was determined by GEOID03.
 EG0510
 EG0510.The dynamic height is computed by dividing the NAVD 88
 EG0510.geopotential number by the normal gravity value computed on the
 EG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0510.degrees latitude (g = 980.6199 gals.).
 EG0510
 EG0510.The modeled gravity was interpolated from observed gravity values.
 EG0510
 EG0510;                    North         East    Units  Estimated Accuracy
 EG0510;SPC MS E     -   507,270.      309,200.      MT  (+/- 180 meters Scaled)
 EG0510
 EG0510                          SUPERSEDED SURVEY CONTROL
 EG0510
 EG0510  NGVD 29 (??/??/92)   91.673  (m)          300.76   (f) ADJ UNCH    1 2
 EG0510
 EG0510.Superseded values are not recommended for survey control.
 EG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0510.See file dsdata.txt to determine how the superseded data were derived.
 EG0510
 EG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC400718(NAD 83)
 EG0510_MARKER: DD = SURVEY DISK
 EG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0510_STAMPING: BM 45V-341 (1966)
 EG0510_MARK LOGO: MSHD  
 EG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0510+STABILITY: SURFACE MOTION
 EG0510
 EG0510  HISTORY     - Date     Condition        Report By
 EG0510  HISTORY     - 1966     MONUMENTED       MSHD
 EG0510  HISTORY     - 1983     GOOD             NGS
 EG0510
 EG0510                          STATION DESCRIPTION
 EG0510
 EG0510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0510'5.45 MI N FROM OKOLONA.
 EG0510'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0510'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0510'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.2 MILES TO A
 EG0510'CROSSROADS AND THE MARK ON THE LEFT JUST NORTH OF THE CHICKASAW-LEE
 EG0510'COUNTY LINE.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG0510'CONCRETE POST, 58 FEET NORTH-NORTHWEST OF A STOP SIGN, 46.5 FEET WEST
 EG0510'OF THE CENTER OF HIGHWAY 45 WEST, 45 FEET NORTH OF THE CENTER OF A
 EG0510'GRAVEL ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A
 EG0510'FENCE CORNER AND UNION CHAPEL BAPTIST CHURCH SIGN, 1.6 FEET SOUTH OF A
 EG0510'METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45 WEST, AND PROJECTS 3
 EG0510'INCHES.
 EG0510
 EG0510                          STATION RECOVERY (1983)
 EG0510
 EG0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0511 ***********************************************************************
 EG0511  DESIGNATION -  45 V 342 MSHD
 EG0511  PID         -  EG0511
 EG0511  STATE/COUNTY-  MS/LEE
 EG0511  USGS QUAD   -  SHANNON (1979)
 EG0511
 EG0511                         *CURRENT SURVEY CONTROL
 EG0511  ___________________________________________________________________
 EG0511* NAD 83(1986)-  34 05 12.     (N)    088 43 44.     (W)     SCALED    
 EG0511* NAVD 88     -        78.930  (meters)     258.96   (feet)  ADJUSTED  
 EG0511  ___________________________________________________________________
 EG0511  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0511  DYNAMIC HT  -          78.850 (meters)     258.69  (feet)  COMP
 EG0511  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 EG0511
 EG0511  VERT ORDER  -  FIRST     CLASS II
 EG0511
 EG0511.The horizontal coordinates were scaled from a topographic map and have
 EG0511.an estimated accuracy of +/- 6 seconds.
 EG0511
 EG0511.The orthometric height was determined by differential leveling
 EG0511.and adjusted in June 1991.
 EG0511
 EG0511.The geoid height was determined by GEOID03.
 EG0511
 EG0511.The dynamic height is computed by dividing the NAVD 88
 EG0511.geopotential number by the normal gravity value computed on the
 EG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0511.degrees latitude (g = 980.6199 gals.).
 EG0511
 EG0511.The modeled gravity was interpolated from observed gravity values.
 EG0511
 EG0511;                    North         East    Units  Estimated Accuracy
 EG0511;SPC MS E     -   508,570.      309,640.      MT  (+/- 180 meters Scaled)
 EG0511
 EG0511                          SUPERSEDED SURVEY CONTROL
 EG0511
 EG0511  NGVD 29 (??/??/92)   78.856  (m)          258.71   (f) ADJ UNCH    1 2
 EG0511
 EG0511.Superseded values are not recommended for survey control.
 EG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0511.See file dsdata.txt to determine how the superseded data were derived.
 EG0511
 EG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC404731(NAD 83)
 EG0511_MARKER: DD = SURVEY DISK
 EG0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0511_STAMPING: BM 45V-342 (1966)
 EG0511_MARK LOGO: MSHD  
 EG0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0511+STABILITY: SURFACE MOTION
 EG0511
 EG0511  HISTORY     - Date     Condition        Report By
 EG0511  HISTORY     - 1966     MONUMENTED       MSHD
 EG0511  HISTORY     - 1983     GOOD             NGS
 EG0511
 EG0511                          STATION DESCRIPTION
 EG0511
 EG0511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0511'6.25 MI N FROM OKOLONA.
 EG0511'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0511'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0511'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.15 MILES TO THE
 EG0511'CHICKASAW-LEE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR 0.95
 EG0511'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN
 EG0511'THE TOP OF A 12 INCH ROUND CONCRETE POST, 49.5 FEET EAST OF THE CENTER
 EG0511'OF HIGHWAY 45 WEST, 39.7 FEET EAST OF HIGHWAY 45 WEST STATION NO. 310,
 EG0511'2.7 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER, 2.1 FEET NORTH OF A METAL
 EG0511'WITNESS POST, 1.6 FEET WEST OF A FENCE, 3 FEET BELOW THE LEVEL OF
 EG0511'HIGHWAY 45 WEST, AND PROJECTS 5 INCHES.
 EG0511
 EG0511                          STATION RECOVERY (1983)
 EG0511
 EG0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0512 ***********************************************************************
 EG0512  DESIGNATION -  45 V 343 MSHD
 EG0512  PID         -  EG0512
 EG0512  STATE/COUNTY-  MS/LEE
 EG0512  USGS QUAD   -  SHANNON (1979)
 EG0512
 EG0512                         *CURRENT SURVEY CONTROL
 EG0512  ___________________________________________________________________
 EG0512* NAD 83(1986)-  34 05 45.     (N)    088 43 33.     (W)     SCALED    
 EG0512* NAVD 88     -        83.828  (meters)     275.03   (feet)  ADJUSTED  
 EG0512  ___________________________________________________________________
 EG0512  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0512  DYNAMIC HT  -          83.743 (meters)     274.75  (feet)  COMP
 EG0512  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 EG0512
 EG0512  VERT ORDER  -  FIRST     CLASS II
 EG0512
 EG0512.The horizontal coordinates were scaled from a topographic map and have
 EG0512.an estimated accuracy of +/- 6 seconds.
 EG0512
 EG0512.The orthometric height was determined by differential leveling
 EG0512.and adjusted in June 1991.
 EG0512
 EG0512.The geoid height was determined by GEOID03.
 EG0512
 EG0512.The dynamic height is computed by dividing the NAVD 88
 EG0512.geopotential number by the normal gravity value computed on the
 EG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0512.degrees latitude (g = 980.6199 gals.).
 EG0512
 EG0512.The modeled gravity was interpolated from observed gravity values.
 EG0512
 EG0512;                    North         East    Units  Estimated Accuracy
 EG0512;SPC MS E     -   509,580.      309,920.      MT  (+/- 180 meters Scaled)
 EG0512
 EG0512                          SUPERSEDED SURVEY CONTROL
 EG0512
 EG0512  NGVD 29 (??/??/92)   83.784  (m)          274.88   (f) ADJ UNCH    1 2
 EG0512
 EG0512.Superseded values are not recommended for survey control.
 EG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0512.See file dsdata.txt to determine how the superseded data were derived.
 EG0512
 EG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC407741(NAD 83)
 EG0512_MARKER: DD = SURVEY DISK
 EG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0512_STAMPING: BM 45V0343
 EG0512_MARK LOGO: MSHD  
 EG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0512+STABILITY: SURFACE MOTION
 EG0512
 EG0512  HISTORY     - Date     Condition        Report By
 EG0512  HISTORY     - UNK      MONUMENTED       MSHD
 EG0512  HISTORY     - 1966     GOOD             MSHD
 EG0512  HISTORY     - 1983     GOOD             NGS
 EG0512
 EG0512                          STATION DESCRIPTION
 EG0512
 EG0512'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0512'7.05 MI N FROM OKOLONA.
 EG0512'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0512'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0512'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.15 MILES TO THE
 EG0512'CHICKASAW-LEE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR 1.65
 EG0512'MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED. THE MARK
 EG0512'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 131 FEET
 EG0512'SOUTH OF THE CENTER OF A GRAVEL ROAD, 120 FEET EAST OF THE CENTER OF
 EG0512'HIGHWAY 45 WEST, 4.5 FEET WEST OF A 5 INCH CEDAR, 1.9 FEET NORTHEAST
 EG0512'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45, AND PROJECTS 4
 EG0512'INCHES.
 EG0512
 EG0512                          STATION RECOVERY (1983)
 EG0512
 EG0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0513 ***********************************************************************
 EG0513  DESIGNATION -  45 V 344 MSHD
 EG0513  PID         -  EG0513
 EG0513  STATE/COUNTY-  MS/LEE
 EG0513  USGS QUAD   -  SHANNON (1979)
 EG0513
 EG0513                         *CURRENT SURVEY CONTROL
 EG0513  ___________________________________________________________________
 EG0513* NAD 83(1986)-  34 06 18.     (N)    088 43 25.     (W)     SCALED    
 EG0513* NAVD 88     -        75.129  (meters)     246.49   (feet)  ADJUSTED  
 EG0513  ___________________________________________________________________
 EG0513  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0513  DYNAMIC HT  -          75.053 (meters)     246.24  (feet)  COMP
 EG0513  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 EG0513
 EG0513  VERT ORDER  -  SECOND    CLASS 0
 EG0513
 EG0513.The horizontal coordinates were scaled from a topographic map and have
 EG0513.an estimated accuracy of +/- 6 seconds.
 EG0513
 EG0513.The orthometric height was determined by differential leveling
 EG0513.and adjusted in June 1991.
 EG0513
 EG0513.The geoid height was determined by GEOID03.
 EG0513
 EG0513.The dynamic height is computed by dividing the NAVD 88
 EG0513.geopotential number by the normal gravity value computed on the
 EG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0513.degrees latitude (g = 980.6199 gals.).
 EG0513
 EG0513.The modeled gravity was interpolated from observed gravity values.
 EG0513
 EG0513;                    North         East    Units  Estimated Accuracy
 EG0513;SPC MS E     -   510,600.      310,120.      MT  (+/- 180 meters Scaled)
 EG0513
 EG0513                          SUPERSEDED SURVEY CONTROL
 EG0513
 EG0513  NGVD 29 (??/??/92)   75.086  (m)          246.34   (f) ADJ UNCH    2 0
 EG0513
 EG0513.Superseded values are not recommended for survey control.
 EG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0513.See file dsdata.txt to determine how the superseded data were derived.
 EG0513
 EG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC410751(NAD 83)
 EG0513_MARKER: DD = SURVEY DISK
 EG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0513_STAMPING: BM 45V-344 (1966)
 EG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0513+STABILITY: SURFACE MOTION
 EG0513
 EG0513  HISTORY     - Date     Condition        Report By
 EG0513  HISTORY     - 1966     MONUMENTED       MSHD
 EG0513  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0513
 EG0513                          STATION DESCRIPTION
 EG0513
 EG0513'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0513'7.45 MI N FROM OKOLONA.
 EG0513'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0513'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0513'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.15 MILES TO THE
 EG0513'CHICKASAW-LEE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR 2.3
 EG0513'MILES TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT IN THE NORTHEAST
 EG0513'ABUTMENT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE, 19.7
 EG0513'FEET SOUTHWEST OF A TELEPHONE POLE, 12.5 FEET EAST OF THE CENTER OF
 EG0513'HIGHWAY 45 WEST, 3.2 FEET SOUTHWEST OF A METAL WITNESS POST, AND 1
 EG0513'FOOT ABOVE THE LEVEL OF HIGHWAY 45 WEST.
 EG0513
 EG0513                          STATION RECOVERY (1983)
 EG0513
 EG0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0513'NOT RECOVERED, POSSIBLY TAKEN OUT BY BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0514 ***********************************************************************
 EG0514  DESIGNATION -  45 V 345 MSHD
 EG0514  PID         -  EG0514
 EG0514  STATE/COUNTY-  MS/LEE
 EG0514  USGS QUAD   -  SHANNON (1979)
 EG0514
 EG0514                         *CURRENT SURVEY CONTROL
 EG0514  ___________________________________________________________________
 EG0514* NAD 83(1986)-  34 07 00.     (N)    088 43 11.     (W)     SCALED    
 EG0514* NAVD 88     -        78.239  (meters)     256.69   (feet)  ADJUSTED  
 EG0514  ___________________________________________________________________
 EG0514  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0514  DYNAMIC HT  -          78.159 (meters)     256.43  (feet)  COMP
 EG0514  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EG0514
 EG0514  VERT ORDER  -  SECOND    CLASS 0
 EG0514
 EG0514.The horizontal coordinates were scaled from a topographic map and have
 EG0514.an estimated accuracy of +/- 6 seconds.
 EG0514
 EG0514.The orthometric height was determined by differential leveling
 EG0514.and adjusted in June 1991.
 EG0514
 EG0514.The geoid height was determined by GEOID03.
 EG0514
 EG0514.The dynamic height is computed by dividing the NAVD 88
 EG0514.geopotential number by the normal gravity value computed on the
 EG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0514.degrees latitude (g = 980.6199 gals.).
 EG0514
 EG0514.The modeled gravity was interpolated from observed gravity values.
 EG0514
 EG0514;                    North         East    Units  Estimated Accuracy
 EG0514;SPC MS E     -   511,890.      310,480.      MT  (+/- 180 meters Scaled)
 EG0514
 EG0514                          SUPERSEDED SURVEY CONTROL
 EG0514
 EG0514  NGVD 29 (??/??/92)   78.196  (m)          256.55   (f) ADJ UNCH    2 0
 EG0514
 EG0514.Superseded values are not recommended for survey control.
 EG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0514.See file dsdata.txt to determine how the superseded data were derived.
 EG0514
 EG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC413764(NAD 83)
 EG0514_MARKER: DD = SURVEY DISK
 EG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0514_STAMPING: BM 45V-345 (1966)
 EG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0514+STABILITY: SURFACE MOTION
 EG0514
 EG0514  HISTORY     - Date     Condition        Report By
 EG0514  HISTORY     - 1966     MONUMENTED       MSHD
 EG0514  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0514
 EG0514                          STATION DESCRIPTION
 EG0514
 EG0514'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0514'8.6 MI N FROM OKOLONA.
 EG0514'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 EG0514'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 EG0514'RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.15 MILES TO THE
 EG0514'CHICKASAW-LEE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR 3.2
 EG0514'MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED. THE MARK
 EG0514'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 48 FEET
 EG0514'EAST OF THE CENTER OF HIGHWAY 45 WEST, 105 FEET SOUTH OF THE CENTER OF
 EG0514'A BLACKTOP ROAD, 44.3 FEET SOUTHWEST OF A FIRE PLUG, 41 FEET SOUTH OF
 EG0514'A STREET LAMP, 12 FEET SOUTHEAST OF A 6 INCH WATER PIPE, 3 FEET
 EG0514'NORTHEAST OF A POWER POLE WITH THREE TRANSFORMERS ON IT, 1.6 FEET
 EG0514'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF HIGHWAY
 EG0514'45 WEST, AND FLUSH WITH THE GROUND.
 EG0514
 EG0514                          STATION RECOVERY (1983)
 EG0514
 EG0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0514'NOT RECOVERED, A NEW BUILDING HAS BEEN BUILT AT THE SITE, PROBABLY
 EG0514'KNOCKED OUT BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0896 ***********************************************************************
 DJ0896  DESIGNATION -  45 V 346 MSHD
 DJ0896  PID         -  DJ0896
 DJ0896  STATE/COUNTY-  MS/LOWNDES
 DJ0896  USGS QUAD   -  ARTESIA (1987)
 DJ0896
 DJ0896                         *CURRENT SURVEY CONTROL
 DJ0896  ___________________________________________________________________
 DJ0896* NAD 83(1986)-  33 25 22.     (N)    088 37 54.     (W)     SCALED    
 DJ0896* NAVD 88     -        78.630  (meters)     257.97   (feet)  ADJUSTED  
 DJ0896  ___________________________________________________________________
 DJ0896  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ0896  DYNAMIC HT  -          78.545 (meters)     257.69  (feet)  COMP
 DJ0896  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DJ0896
 DJ0896  VERT ORDER  -  FIRST     CLASS II
 DJ0896
 DJ0896.The horizontal coordinates were scaled from a topographic map and have
 DJ0896.an estimated accuracy of +/- 6 seconds.
 DJ0896
 DJ0896.The orthometric height was determined by differential leveling
 DJ0896.and adjusted in June 1991.
 DJ0896
 DJ0896.The geoid height was determined by GEOID03.
 DJ0896
 DJ0896.The dynamic height is computed by dividing the NAVD 88
 DJ0896.geopotential number by the normal gravity value computed on the
 DJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0896.degrees latitude (g = 980.6199 gals.).
 DJ0896
 DJ0896.The modeled gravity was interpolated from observed gravity values.
 DJ0896
 DJ0896;                    North         East    Units  Estimated Accuracy
 DJ0896;SPC MS E     -   434,950.      318,760.      MT  (+/- 180 meters Scaled)
 DJ0896
 DJ0896                          SUPERSEDED SURVEY CONTROL
 DJ0896
 DJ0896  NGVD 29 (??/??/92)   78.585  (m)          257.82   (f) ADJ UNCH    1 2
 DJ0896
 DJ0896.Superseded values are not recommended for survey control.
 DJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0896.See file dsdata.txt to determine how the superseded data were derived.
 DJ0896
 DJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB482993(NAD 83)
 DJ0896_MARKER: DD = SURVEY DISK
 DJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0896_STAMPING: 45V-346
 DJ0896_MARK LOGO: MSHD  
 DJ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0896+STABILITY: SURFACE MOTION
 DJ0896
 DJ0896  HISTORY     - Date     Condition        Report By
 DJ0896  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0896  HISTORY     - 1966     GOOD             MSHD
 DJ0896  HISTORY     - 1981     GOOD             LOCSUR
 DJ0896  HISTORY     - 1983     GOOD             NGS
 DJ0896
 DJ0896                          STATION DESCRIPTION
 DJ0896
 DJ0896'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0896'1.25 MI NE FROM ARTESIA.
 DJ0896'TO REACH FROM THE U.S. POST OFFICE IN ARTESIA GO (NORTHWEST) ON A
 DJ0896'BLACKTOP STREET FOR 0.5 MILE TO WHERE THE STREET TURNS EAST ACROSS THE
 DJ0896'RAILROAD TRACK, CONTINUE EAST ON A BLACKTOP ROAD FOR 0.7 MILE TO A
 DJ0896'PRIVATE ROAD CROSSING THE RAILROAD TRACK AND THE MARK ON THE RIGHT AS
 DJ0896'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND CONCRETE
 DJ0896'POST, 89.5 FEET EAST OF A TELEPHONE POLE WITH THE WIRES TURNING
 DJ0896'SOUTHEAST ACROSS THE RAILROAD TRACK, 44 FEET SOUTH OF THE CENTER OF A
 DJ0896'BLACKTOP ROAD, 20 FEET NORTH OF THE NORTH RAIL, 12 FEET WEST OF THE
 DJ0896'CENTER OF THE PRIVATE ROAD, 2 FEET EAST OF A METAL WITNESS POST, ABOUT
 DJ0896'LEVEL WITH THE CENTER OF THE BLACKTOP ROAD, AND PROJECTS 1 INCH.
 DJ0896
 DJ0896                          STATION RECOVERY (1981)
 DJ0896
 DJ0896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0896'RECOVERED IN GOOD CONDITION.
 DJ0896
 DJ0896                          STATION RECOVERY (1983)
 DJ0896
 DJ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0987 ***********************************************************************
 DJ0987  DESIGNATION -  45 V 347 MSHD
 DJ0987  PID         -  DJ0987
 DJ0987  STATE/COUNTY-  MS/CLAY
 DJ0987  USGS QUAD   -  WEST POINT (1987)
 DJ0987
 DJ0987                         *CURRENT SURVEY CONTROL
 DJ0987  ___________________________________________________________________
 DJ0987* NAD 83(1986)-  33 31 44.     (N)    088 38 45.     (W)     SCALED    
 DJ0987* NAVD 88     -        71.188  (meters)     233.56   (feet)  ADJUSTED  
 DJ0987  ___________________________________________________________________
 DJ0987  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ0987  DYNAMIC HT  -          71.112 (meters)     233.31  (feet)  COMP
 DJ0987  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DJ0987
 DJ0987  VERT ORDER  -  SECOND    CLASS 0
 DJ0987
 DJ0987.The horizontal coordinates were scaled from a topographic map and have
 DJ0987.an estimated accuracy of +/- 6 seconds.
 DJ0987
 DJ0987.The orthometric height was determined by differential leveling
 DJ0987.and adjusted in June 1991.
 DJ0987
 DJ0987.The geoid height was determined by GEOID03.
 DJ0987
 DJ0987.The dynamic height is computed by dividing the NAVD 88
 DJ0987.geopotential number by the normal gravity value computed on the
 DJ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0987.degrees latitude (g = 980.6199 gals.).
 DJ0987
 DJ0987.The modeled gravity was interpolated from observed gravity values.
 DJ0987
 DJ0987;                    North         East    Units  Estimated Accuracy
 DJ0987;SPC MS E     -   446,710.      317,420.      MT  (+/- 180 meters Scaled)
 DJ0987
 DJ0987                          SUPERSEDED SURVEY CONTROL
 DJ0987
 DJ0987  NGVD 29 (??/??/92)   71.165  (m)          233.48   (f) ADJ UNCH    2 0
 DJ0987
 DJ0987.Superseded values are not recommended for survey control.
 DJ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0987.See file dsdata.txt to determine how the superseded data were derived.
 DJ0987
 DJ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471111(NAD 83)
 DJ0987_MARKER: DD = SURVEY DISK
 DJ0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0987_SP_SET: CULVERT
 DJ0987_STAMPING: BM 45V-347 (1966)
 DJ0987_MARK LOGO: MSHD  
 DJ0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0987
 DJ0987  HISTORY     - Date     Condition        Report By
 DJ0987  HISTORY     - 1966     MONUMENTED       MSHD
 DJ0987  HISTORY     - 1981     GOOD             LOCSUR
 DJ0987  HISTORY     - 1983     GOOD             NGS
 DJ0987
 DJ0987                          STATION DESCRIPTION
 DJ0987
 DJ0987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0987'6.9 MI S FROM WEST POINT.
 DJ0987'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO SOUTHWEST ON BROAD
 DJ0987'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0987'WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ0987'TO A CROSSROADS, TURN LEFT (EAST) AND CONTINUE ON A BLACKTOP ROAD FOR
 DJ0987'0.75 MILE TO A 3 X 2 FT. BOX CULVERT, AND THE MARK ON THE LEFT IN THE
 DJ0987'NORTHEAST CORNER OF THE HEADWALL.  THE MARK IS A DISK SET IN CEMENT IN
 DJ0987'A DRILLED HOLE, 59 FEET SOUTHEAST OF A POWER POLE, 25 FEET SOUTHEAST
 DJ0987'OF A T FENCE CORNER, 15 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD,
 DJ0987'2.1 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE CENTER OF
 DJ0987'THE BLACKTOP ROAD, AND FLUSH WITH THE GROUND.
 DJ0987
 DJ0987                          STATION RECOVERY (1981)
 DJ0987
 DJ0987'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0987'RECOVERED IN GOOD CONDITION.
 DJ0987
 DJ0987                          STATION RECOVERY (1983)
 DJ0987
 DJ0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0987'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0987'DEPARTMENT.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0558 ***********************************************************************
 CO0558  DESIGNATION -  45 V 35
 CO0558  PID         -  CO0558
 CO0558  STATE/COUNTY-  MS/CLARKE
 CO0558  USGS QUAD   -  SABLE (1983)
 CO0558
 CO0558                         *CURRENT SURVEY CONTROL
 CO0558  ___________________________________________________________________
 CO0558* NAD 83(1986)-  32 07 55.     (N)    088 41 39.     (W)     SCALED    
 CO0558* NAVD 88     -       119.625  (meters)     392.47   (feet)  ADJUSTED  
 CO0558  ___________________________________________________________________
 CO0558  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CO0558  DYNAMIC HT  -         119.484 (meters)     392.01  (feet)  COMP
 CO0558  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 CO0558
 CO0558  VERT ORDER  -  FIRST     CLASS II
 CO0558
 CO0558.The horizontal coordinates were scaled from a topographic map and have
 CO0558.an estimated accuracy of +/- 6 seconds.
 CO0558
 CO0558.The orthometric height was determined by differential leveling
 CO0558.and adjusted in June 1991.
 CO0558
 CO0558.The geoid height was determined by GEOID03.
 CO0558
 CO0558.The dynamic height is computed by dividing the NAVD 88
 CO0558.geopotential number by the normal gravity value computed on the
 CO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0558.degrees latitude (g = 980.6199 gals.).
 CO0558
 CO0558.The modeled gravity was interpolated from observed gravity values.
 CO0558
 CO0558;                    North         East    Units  Estimated Accuracy
 CO0558;SPC MS E     -   291,790.      313,130.      MT  (+/- 180 meters Scaled)
 CO0558
 CO0558                          SUPERSEDED SURVEY CONTROL
 CO0558
 CO0558  NGVD 29 (??/??/??)  119.609  (m)          392.42   (f) ADJUSTED    1 2
 CO0558
 CO0558.Superseded values are not recommended for survey control.
 CO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0558.See file dsdata.txt to determine how the superseded data were derived.
 CO0558
 CO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA401563(NAD 83)
 CO0558_MARKER: DD = SURVEY DISK
 CO0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0558_SP_SET: CONCRETE POST
 CO0558_STAMPING: BM 45V-35 1961
 CO0558_MARK LOGO: MSHD  
 CO0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0558+STABILITY: SURFACE MOTION
 CO0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0558+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0558
 CO0558  HISTORY     - Date     Condition        Report By
 CO0558  HISTORY     - 1961     MONUMENTED       MSHD
 CO0558  HISTORY     - 1964     GOOD             NGS
 CO0558  HISTORY     - 1980     GOOD             NGS
 CO0558  HISTORY     - 19900524 GOOD             MSHD
 CO0558
 CO0558                          STATION DESCRIPTION
 CO0558
 CO0558'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0558'7.25 MI NE FROM QUITMAN.
 CO0558'LOCATED ABOUT 7.25 MILES NORTHEAST OF QUITMAN, ALONG U.S. HIGHWAY 45,
 CO0558'ON THE PROPERTY OF GLADYS MEADOWS.  TO REACH FROM THE COURTHOUSE IN
 CO0558'QUITMAN GO NORTH ON U.S. HIGHWAY 45 FOR 7.25 MILES TO A FRAME HOUSE
 CO0558'AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS
 CO0558'BRONZE DISK, STAMPED BM 45V-35 1961, SET IN THE TOP OF A 10-INCH
 CO0558'SQUARE CONCRETE POST ONE INCH BELOW THE GROUND SURFACE.  IT IS 91.8
 CO0558'FEET WEST OF THE CENTER OF THE HIGHWAY, 39.4 FEET WEST-SOUTHWEST OF A
 CO0558'24-INCH CHINABERRY TREE, 36.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 CO0558'CORNER OF THE HOUSE, 20.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 CO0558'HOUSE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 CO0558
 CO0558                          STATION RECOVERY (1964)
 CO0558
 CO0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0558'RECOVERED IN GOOD CONDITION.
 CO0558
 CO0558                          STATION RECOVERY (1980)
 CO0558
 CO0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0558'ADD-1 FOOT NORTHEAST OF THE MOST WESTERLY GATE POST OF A SMALL METAL
 CO0558'GATE IN FENCE LINE.
 CO0558'CHANGE--36.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE
 CO0558'TO--36.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE FRONT
 CO0558'PORCH.
 CO0558
 CO0558                          STATION RECOVERY (1990)
 CO0558
 CO0558'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0558'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF QUITMAN, ON THE
 CO0558'WEST SIDE OF U.S. HIGHWAY 45, 1.75 MI (2.82 KM) NORTH OF THE MAIN
 CO0558'ENTRANCE TO THE CLARKCO STATE PARK, 0.1 MI (0.2 KM) SOUTH OF A SIDE
 CO0558'ROAD LEADING EAST AND IS IN SECTION 6, T 3N, R 16E.
 CO0558'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0558'FOR 6.75 MI (10.86 KM) TO A SIDE ROAD LEFT, CONTINUE NORTH ON U.S.
 CO0558'HIGHWAY 45 FOR 0.55 MI (0.89 KM) TO A FRAME HOUSE AND THE MARK ON THE
 CO0558'LEFT.
 CO0558'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0558'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, 1 INCH BELOW THE
 CO0558'GROUND, 91.5 FT (27.9 M) WEST OF THE CENTER OF HIGHWAY 45, 39.8 FT
 CO0558'(12.1 M) WEST-SOUTHWEST OF A 30 INCH CHINABERRY, 37.0 FT (11.3 M)
 CO0558'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE PORCH OF A FRAME HOUSE,
 CO0558'26.0 FT (7.9 M) WEST OF A FENCE CORNER, 22.8 FT (6.9 M)
 CO0558'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 0.6 FT
 CO0558'(0.2 M) NORTH OF THE EDGE OF A SMALL GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0564 ***********************************************************************
 CO0564  DESIGNATION -  45 V 36
 CO0564  PID         -  CO0564
 CO0564  STATE/COUNTY-  MS/CLARKE
 CO0564  USGS QUAD   -  SABLE (1983)
 CO0564
 CO0564                         *CURRENT SURVEY CONTROL
 CO0564  ___________________________________________________________________
 CO0564* NAD 83(1986)-  32 09 15.     (N)    088 40 56.     (W)     SCALED    
 CO0564* NAVD 88     -       138.055  (meters)     452.94   (feet)  ADJUSTED  
 CO0564  ___________________________________________________________________
 CO0564  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CO0564  DYNAMIC HT  -         137.891 (meters)     452.40  (feet)  COMP
 CO0564  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 CO0564
 CO0564  VERT ORDER  -  FIRST     CLASS II
 CO0564
 CO0564.The horizontal coordinates were scaled from a topographic map and have
 CO0564.an estimated accuracy of +/- 6 seconds.
 CO0564
 CO0564.The orthometric height was determined by differential leveling
 CO0564.and adjusted in June 1991.
 CO0564
 CO0564.The geoid height was determined by GEOID03.
 CO0564
 CO0564.The dynamic height is computed by dividing the NAVD 88
 CO0564.geopotential number by the normal gravity value computed on the
 CO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0564.degrees latitude (g = 980.6199 gals.).
 CO0564
 CO0564.The modeled gravity was interpolated from observed gravity values.
 CO0564
 CO0564;                    North         East    Units  Estimated Accuracy
 CO0564;SPC MS E     -   294,250.      314,250.      MT  (+/- 180 meters Scaled)
 CO0564
 CO0564                          SUPERSEDED SURVEY CONTROL
 CO0564
 CO0564  NGVD 29 (??/??/??)  138.039  (m)          452.88   (f) ADJUSTED    1 2
 CO0564
 CO0564.Superseded values are not recommended for survey control.
 CO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0564.See file dsdata.txt to determine how the superseded data were derived.
 CO0564
 CO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA413587(NAD 83)
 CO0564_MARKER: DD = SURVEY DISK
 CO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0564_SP_SET: CONCRETE POST
 CO0564_STAMPING: BM 45V-36 1961
 CO0564_MARK LOGO: MSHD  
 CO0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0564+STABILITY: SURFACE MOTION
 CO0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0564+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0564
 CO0564  HISTORY     - Date     Condition        Report By
 CO0564  HISTORY     - 1961     MONUMENTED       MSHD
 CO0564  HISTORY     - 1964     GOOD             NGS
 CO0564  HISTORY     - 1980     GOOD             NGS
 CO0564  HISTORY     - 19900524 GOOD             MSHD
 CO0564
 CO0564                          STATION DESCRIPTION
 CO0564
 CO0564'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0564'8.95 MI NE FROM QUITMAN.
 CO0564'LOCATED ABOUT 8.95 MILES NORTHEAST OF QUITMAN, ALONG U.S. HIGHWAY 45,
 CO0564'ON THE PROPERTY OF J. W. MCPHAIL.  TO REACH FROM THE COURTHOUSE IN
 CO0564'QUITMAN GO NORTH ON U.S. HIGHWAY 45 FOR 8.95 MILES TO A FRAME HOUSE
 CO0564'AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS
 CO0564'BRONZE DISK STAMPED BM 45V-36 1961, SET IN THE TOP OF A 10-INCH SQUARE
 CO0564'CONCRETE POST 1 INCH BELOW THE GROUND SURFACE.  IT IS ABOUT 140 FEET
 CO0564'NORTHWEST OF THE CENTER OF THE HIGHWAY, 43 FEET NORTHWEST OF A 24-INCH
 CO0564'OAK TREE, 35 FEET SOUTH-SOUTHEAST OF A NORTHWEST-SOUTHEAST FENCE LINE,
 CO0564'13.3 FEET SOUTH OF A 6-INCH MAGNOLIA TREE AND 4.3 FEET NORTH-NORTHEAST
 CO0564'OF THE NORTHEAST CORNER OF THE HOUSE.
 CO0564
 CO0564                          STATION RECOVERY (1964)
 CO0564
 CO0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0564'RECOVERED IN GOOD CONDITION.
 CO0564
 CO0564                          STATION RECOVERY (1980)
 CO0564
 CO0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0564'CHANGE 4.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE
 CO0564'TO 4.6 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE FRONT
 CO0564'PORCH OF THE HOUSE.
 CO0564'ADD-7.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 CO0564
 CO0564                          STATION RECOVERY (1990)
 CO0564
 CO0564'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0564'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF QUITMAN, ON THE
 CO0564'NORTHEAST SIDE OF U.S. HIGHWAY 45 NEAR THE EAST CORNER OF THE PORCH
 CO0564'OF A FRAME HOUSE, 1.45 MI (2.33 KM) SOUTH OF THE JUNCTION OF U.S.
 CO0564'HIGHWAY 45 AND STATE HIGHWAY 514, ABOUT 100 YDS SOUTH OF A SIDE ROAD
 CO0564'LEADING EAST AND IS IN SECTION 29, T 4N, R 16E.
 CO0564'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0564'FOR 8.35 MI (13.44 KM) TO A SIDE ROAD LEFT, CONTINUE NORTH ON U.S.
 CO0564'HIGHWAY 45 FOR 0.65 MI (1.05 KM) TO A FRAME HOUSE AND THE MARK ON THE
 CO0564'LEFT.
 CO0564'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0564'2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, 5 INCHES BELOW THE
 CO0564'GROUND, 185.0 FT (56.4 M) NORTHWEST OF THE CENTER OF HIGHWAY 45, 58.0
 CO0564'FT (17.7 M) NORTH OF A LAMP POLE, 47.5 FT (14.5 M) SOUTHEAST OF A 36
 CO0564'INCH OAK, 43.0 FT (13.1 M) NORTHWEST OF A 36 INCH OAK, 13.0 FT
 CO0564'(4.0 M) SOUTH OF AN 18 INCH MAGNOLIA, 7.8 FT (2.4 M) EAST OF THE EAST
 CO0564'CORNER OF A FRAME HOUSE AND 4.6 FT (1.4 M) NORTHEAST OF THE EAST
 CO0564'CORNER OF THE PORCH OF A FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0565 ***********************************************************************
 CO0565  DESIGNATION -  45 V 37
 CO0565  PID         -  CO0565
 CO0565  STATE/COUNTY-  MS/CLARKE
 CO0565  USGS QUAD   -  SABLE (1983)
 CO0565
 CO0565                         *CURRENT SURVEY CONTROL
 CO0565  ___________________________________________________________________
 CO0565* NAD 83(1986)-  32 10 10.     (N)    088 40 44.     (W)     SCALED    
 CO0565* NAVD 88     -       139.478  (meters)     457.60   (feet)  ADJUSTED  
 CO0565  ___________________________________________________________________
 CO0565  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CO0565  DYNAMIC HT  -         139.314 (meters)     457.07  (feet)  COMP
 CO0565  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CO0565
 CO0565  VERT ORDER  -  FIRST     CLASS II
 CO0565
 CO0565.The horizontal coordinates were scaled from a topographic map and have
 CO0565.an estimated accuracy of +/- 6 seconds.
 CO0565
 CO0565.The orthometric height was determined by differential leveling
 CO0565.and adjusted in June 1991.
 CO0565
 CO0565.The geoid height was determined by GEOID03.
 CO0565
 CO0565.The dynamic height is computed by dividing the NAVD 88
 CO0565.geopotential number by the normal gravity value computed on the
 CO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0565.degrees latitude (g = 980.6199 gals.).
 CO0565
 CO0565.The modeled gravity was interpolated from observed gravity values.
 CO0565
 CO0565;                    North         East    Units  Estimated Accuracy
 CO0565;SPC MS E     -   295,950.      314,570.      MT  (+/- 180 meters Scaled)
 CO0565
 CO0565                          SUPERSEDED SURVEY CONTROL
 CO0565
 CO0565  NGVD 29 (??/??/??)  139.462  (m)          457.55   (f) ADJUSTED    1 2
 CO0565
 CO0565.Superseded values are not recommended for survey control.
 CO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0565.See file dsdata.txt to determine how the superseded data were derived.
 CO0565
 CO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA417604(NAD 83)
 CO0565_MARKER: DD = SURVEY DISK
 CO0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0565_SP_SET: CONCRETE POST
 CO0565_STAMPING: BM 45V-37 1961
 CO0565_MARK LOGO: MSHD  
 CO0565_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0565+STABILITY: SURFACE MOTION
 CO0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0565+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0565
 CO0565  HISTORY     - Date     Condition        Report By
 CO0565  HISTORY     - 1961     MONUMENTED       MSHD
 CO0565  HISTORY     - 1964     GOOD             NGS
 CO0565  HISTORY     - 1980     GOOD             NGS
 CO0565  HISTORY     - 19900524 GOOD             MSHD
 CO0565
 CO0565                          STATION DESCRIPTION
 CO0565
 CO0565'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0565'10.05 MI NE FROM QUITMAN.
 CO0565'LOCATED ABOUT 10.05 MILES NORTHEAST OF QUITMAN, ALONG U.S. HIGHWAY 45,
 CO0565'ON THE PROPERTY OF T.E. MARTIN.  TO REACH FROM THE COURTHOUSE IN
 CO0565'QUITMAN GO NORTH ON U.S. HIGHWAY 45 FOR 10.05 MILES TO A LARGE FRAME
 CO0565'HOUSE AND THE MARK ON THE LEFT.  THE SITE IS EASILY RECOGNIZED BY TWO
 CO0565'LARGE OAK TREES OVERHANGING THE HIGHWAY.  THE MARK IS A STANDARD
 CO0565'MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-37 1961, SET IN THE TOP OF
 CO0565'A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 CO0565'28.7 FEET WEST OF THE CENTER OF THE HIGHWAY, 37.3 FEET NORTH OF A
 CO0565'14-INCH CEDAR TREE, 35 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 CO0565'GARAGE, 28.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE GARAGE, 22 FEET
 CO0565'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PUMP HOUSE AND 1 FOOT
 CO0565'EAST OF A WHITE BOARD FENCE.
 CO0565
 CO0565                          STATION RECOVERY (1964)
 CO0565
 CO0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0565'RECOVERED IN GOOD CONDITION.
 CO0565
 CO0565                          STATION RECOVERY (1980)
 CO0565
 CO0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0565'NOTE, THE MARK IS NOW ABOUT 6 INCHES UNDERGROUND, CHANGE NUMBER 28.7
 CO0565'FEET WEST OF CENTER LINE OF HIGHWAY 45 TO 128.7 FEET WEST OF CENTER
 CO0565'LINE OF U.S. HIGHWAY 45.
 CO0565
 CO0565                          STATION RECOVERY (1990)
 CO0565
 CO0565'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0565'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF QUITMAN,
 CO0565'ON THE WEST SIDE OF U.S. HIGHWAY 45 IN THE YARD OF A MOBILE HOME,
 CO0565'0.25 MI (0.40 KM) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 CO0565'HIGHWAY 514 AND IS IN SECTION 20, T 4N, R 16E.
 CO0565'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO0565'FOR 9.1 MI (14.6 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON U.S.
 CO0565'HIGHWAY 45 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE LEFT JUST BEYOND AN
 CO0565'IMPLEMENT SHED ON THE RIGHT.
 CO0565'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0565'1.5 FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY, 4 INCHES BELOW THE
 CO0565'GROUND, 128.5 FT (39.2 M) WEST OF THE CENTER OF HIGHWAY 45, 98.5 FT
 CO0565'(30.0 M) WEST OF A 12 INCH CEDAR, 79.5 FT (24.2 M) WEST OF A R.O.W.
 CO0565'MARKER, 70.5 FT (21.5 M) NORTHWEST OF A 12 INCH FORKED MAGNOLIA, 28.5
 CO0565'FT (8.7 M) SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 22.0 FT
 CO0565'(6.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PUMP HOUSE AND
 CO0565'13.0 FT (4.0 M) NORTHEAST OF A 12 INCH LIVE OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0566 ***********************************************************************
 CO0566  DESIGNATION -  45 V 38
 CO0566  PID         -  CO0566
 CO0566  STATE/COUNTY-  MS/CLARKE
 CO0566  USGS QUAD   -  SABLE (1983)
 CO0566
 CO0566                         *CURRENT SURVEY CONTROL
 CO0566  ___________________________________________________________________
 CO0566* NAD 83(1986)-  32 11 04.     (N)    088 40 39.     (W)     SCALED    
 CO0566* NAVD 88     -       152.582  (meters)     500.60   (feet)  ADJUSTED  
 CO0566  ___________________________________________________________________
 CO0566  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO0566  DYNAMIC HT  -         152.401 (meters)     500.00  (feet)  COMP
 CO0566  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 CO0566
 CO0566  VERT ORDER  -  SECOND    CLASS 0
 CO0566
 CO0566.The horizontal coordinates were scaled from a topographic map and have
 CO0566.an estimated accuracy of +/- 6 seconds.
 CO0566
 CO0566.The orthometric height was determined by differential leveling
 CO0566.and adjusted in June 1991.
 CO0566
 CO0566.The geoid height was determined by GEOID03.
 CO0566
 CO0566.The dynamic height is computed by dividing the NAVD 88
 CO0566.geopotential number by the normal gravity value computed on the
 CO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0566.degrees latitude (g = 980.6199 gals.).
 CO0566
 CO0566.The modeled gravity was interpolated from observed gravity values.
 CO0566
 CO0566;                    North         East    Units  Estimated Accuracy
 CO0566;SPC MS E     -   297,610.      314,700.      MT  (+/- 180 meters Scaled)
 CO0566
 CO0566                          SUPERSEDED SURVEY CONTROL
 CO0566
 CO0566  NGVD 29 (??/??/92)  152.587  (m)          500.61   (f) ADJ UNCH    2 0
 CO0566
 CO0566.Superseded values are not recommended for survey control.
 CO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0566.See file dsdata.txt to determine how the superseded data were derived.
 CO0566
 CO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA418621(NAD 83)
 CO0566_MARKER: DD = SURVEY DISK
 CO0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0566_SP_SET: CONCRETE POST
 CO0566_STAMPING: BM 45V-38 1961
 CO0566_MARK LOGO: MSHD  
 CO0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0566+STABILITY: SURFACE MOTION
 CO0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0566+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0566
 CO0566  HISTORY     - Date     Condition        Report By
 CO0566  HISTORY     - UNK      MONUMENTED       MSHD
 CO0566  HISTORY     - 1961     GOOD             MSHD
 CO0566  HISTORY     - 1964     GOOD             NGS
 CO0566  HISTORY     - 19900524 SEE DESCRIPTION  MSHD
 CO0566
 CO0566                          STATION DESCRIPTION
 CO0566
 CO0566'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0566'12.9 MI S FROM MERIDIAN.
 CO0566'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND U. S.
 CO0566'HIGHWAY 80 BY-PASS IN THE SOUTHERN PART OF MERIDIAN, GO SOUTH ON
 CO0566'HIGHWAY 45 FOR 9.7 MILES TO THE LAUDERDALE-CLARKE COUNTY LINE,
 CO0566'CONTINUE SOUTH FOR 3.25 MILES TO A WHITE FRAME HOUSE ON THE RIGHT AND
 CO0566'THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 10-INCH
 CO0566'SQUARE CONCRETE POST.  IT IS 43 FEET WEST OF THE CENTERLINE OF U. S.
 CO0566'HIGHWAY 45, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 CO0566'HOUSE, 9 FEET NORTHEAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A
 CO0566'POWERLINE POLE, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT
 CO0566'LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CO0566
 CO0566                          STATION RECOVERY (1964)
 CO0566
 CO0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0566'RECOVERED IN GOOD CONDITION.
 CO0566
 CO0566                          STATION RECOVERY (1990)
 CO0566
 CO0566'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0566'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0567 ***********************************************************************
 CO0567  DESIGNATION -  45 V 39
 CO0567  PID         -  CO0567
 CO0567  STATE/COUNTY-  MS/CLARKE
 CO0567  USGS QUAD   -  SABLE (1983)
 CO0567
 CO0567                         *CURRENT SURVEY CONTROL
 CO0567  ___________________________________________________________________
 CO0567* NAD 83(1986)-  32 12 02.     (N)    088 41 07.     (W)     SCALED    
 CO0567* NAVD 88     -       152.175  (meters)     499.26   (feet)  ADJUSTED  
 CO0567  ___________________________________________________________________
 CO0567  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CO0567  DYNAMIC HT  -         151.995 (meters)     498.67  (feet)  COMP
 CO0567  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CO0567
 CO0567  VERT ORDER  -  SECOND    CLASS 0
 CO0567
 CO0567.The horizontal coordinates were scaled from a topographic map and have
 CO0567.an estimated accuracy of +/- 6 seconds.
 CO0567
 CO0567.The orthometric height was determined by differential leveling
 CO0567.and adjusted in June 1991.
 CO0567
 CO0567.The geoid height was determined by GEOID03.
 CO0567
 CO0567.The dynamic height is computed by dividing the NAVD 88
 CO0567.geopotential number by the normal gravity value computed on the
 CO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0567.degrees latitude (g = 980.6199 gals.).
 CO0567
 CO0567.The modeled gravity was interpolated from observed gravity values.
 CO0567
 CO0567;                    North         East    Units  Estimated Accuracy
 CO0567;SPC MS E     -   299,400.      313,960.      MT  (+/- 180 meters Scaled)
 CO0567
 CO0567                          SUPERSEDED SURVEY CONTROL
 CO0567
 CO0567  NGVD 29 (??/??/92)  152.184  (m)          499.29   (f) ADJ UNCH    2 0
 CO0567
 CO0567.Superseded values are not recommended for survey control.
 CO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0567.See file dsdata.txt to determine how the superseded data were derived.
 CO0567
 CO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA411639(NAD 83)
 CO0567_MARKER: DD = SURVEY DISK
 CO0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0567_SP_SET: CONCRETE POST
 CO0567_STAMPING: BM 45V-39 1961
 CO0567_MARK LOGO: MSHD  
 CO0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0567+STABILITY: SURFACE MOTION
 CO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0567+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CO0567
 CO0567  HISTORY     - Date     Condition        Report By
 CO0567  HISTORY     - 1961     MONUMENTED       MSHD
 CO0567  HISTORY     - 1964     GOOD             NGS
 CO0567  HISTORY     - 1980     MARK NOT FOUND   NGS
 CO0567  HISTORY     - 19900524 SEE DESCRIPTION  MSHD
 CO0567
 CO0567                          STATION DESCRIPTION
 CO0567
 CO0567'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0567'11.5 MI S FROM MERIDIAN.
 CO0567'LOCATED ABOUT 11.5 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0567'THE PROPERTY OF C. G. FONTAINE.  TO REACH FROM THE JUNCTION OF U.S.
 CO0567'HIGHWAY 80 AND U.S. HIGHWAY 45 BY-PASS IN THE SOUTHERN PART OF
 CO0567'MERIDIAN, GO SOUTHERLY ON HIGHWAY 45 FOR 9.55 MILES TO THE
 CO0567'LAUDERDALE-CLARKE COUNTY LINE, CONTINUE SOUTH FOR 1.95 MILES TO A
 CO0567'GRAVEL SIDE ROAD, A WHITE FRAME HOUSE AND THE MARK ON THE LEFT.  THE
 CO0567'MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK, STAMPED BM 45V-39
 CO0567'1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, 1 INCH BELOW
 CO0567'THE GROUND SURFACE.  IT IS ABOUT 160 FEET NORTHEAST OF THE CENTER OF
 CO0567'THE HIGHWAY, 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CO0567'ABOUT 73 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVEL
 CO0567'ROAD, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 22 FEET
 CO0567'EAST OF A 12-INCH MAGNOLIA TREE AND 1.5 FEET SOUTH-SOUTHEAST OF A
 CO0567'POWERLINE POLE.
 CO0567
 CO0567                          STATION RECOVERY (1964)
 CO0567
 CO0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0567'RECOVERED IN GOOD CONDITION.
 CO0567
 CO0567                          STATION RECOVERY (1980)
 CO0567
 CO0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0567'NOT RECOVERED, THE FONTAINE HOUSE IS NO LONGER AT THIS LOCATION.  IT
 CO0567'HAS BEEN TORN DOWN AND IS NOW A FARM FIELD.
 CO0567
 CO0567                          STATION RECOVERY (1990)
 CO0567
 CO0567'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0567'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0389 ***********************************************************************
 BV0389  DESIGNATION -  45 V 4
 BV0389  PID         -  BV0389
 BV0389  STATE/COUNTY-  MS/WAYNE
 BV0389  USGS QUAD   -  BUCKATUNNA (1982)
 BV0389
 BV0389                         *CURRENT SURVEY CONTROL
 BV0389  ___________________________________________________________________
 BV0389* NAD 83(1986)-  31 33 59.     (N)    088 32 11.     (W)     SCALED    
 BV0389* NAVD 88     -        47.353  (meters)     155.36   (feet)  ADJUSTED  
 BV0389  ___________________________________________________________________
 BV0389  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BV0389  DYNAMIC HT  -          47.297 (meters)     155.17  (feet)  COMP
 BV0389  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 BV0389
 BV0389  VERT ORDER  -  FIRST     CLASS II
 BV0389
 BV0389.The horizontal coordinates were scaled from a topographic map and have
 BV0389.an estimated accuracy of +/- 6 seconds.
 BV0389
 BV0389.The orthometric height was determined by differential leveling
 BV0389.and adjusted in June 1991.
 BV0389
 BV0389.The geoid height was determined by GEOID03.
 BV0389
 BV0389.The dynamic height is computed by dividing the NAVD 88
 BV0389.geopotential number by the normal gravity value computed on the
 BV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0389.degrees latitude (g = 980.6199 gals.).
 BV0389
 BV0389.The modeled gravity was interpolated from observed gravity values.
 BV0389
 BV0389;                    North         East    Units  Estimated Accuracy
 BV0389;SPC MS E     -   229,110.      328,190.      MT  (+/- 180 meters Scaled)
 BV0389
 BV0389                          SUPERSEDED SURVEY CONTROL
 BV0389
 BV0389  NGVD 29 (??/??/??)   47.325  (m)          155.27   (f) ADJUSTED    1 2
 BV0389
 BV0389.Superseded values are not recommended for survey control.
 BV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0389.See file dsdata.txt to determine how the superseded data were derived.
 BV0389
 BV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV541933(NAD 83)
 BV0389_MARKER: DD = SURVEY DISK
 BV0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0389_SP_SET: CONCRETE POST
 BV0389_STAMPING: BM 45V-4 1961
 BV0389_MARK LOGO: MSHD  
 BV0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0389+STABILITY: SURFACE MOTION
 BV0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0389+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0389
 BV0389  HISTORY     - Date     Condition        Report By
 BV0389  HISTORY     - 1961     MONUMENTED       MSHD
 BV0389  HISTORY     - 1964     GOOD             NGS
 BV0389  HISTORY     - 1980     GOOD             NGS
 BV0389  HISTORY     - 19910725 GOOD             MSHD
 BV0389
 BV0389                          STATION DESCRIPTION
 BV0389
 BV0389'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0389'2 MI N FROM BUCKATUNNA.
 BV0389'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF BUCKATUNNA, ON THE WEST
 BV0389'SIDE OF U.S. HIGHWAY 45 AND ON HIGHWAY RIGHT-OF-WAY.  THE MARK IS
 BV0389'REACHED FROM THE INTERSECTION OF A PAVED ROAD AND U.S. 45 ON THE EAST
 BV0389'SIDE OF BUCKATUNNA AT A SIGN CHICORA BY GOING NORTH ON U.S. 45 FOR 2.1
 BV0389'MILES TO A DRIVEWAY ENTERING WOODS AND THE MARK ON THE LEFT.  THE MARK
 BV0389'IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED B.M. 45V-4 1961, SET
 BV0389'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES. IT
 BV0389'IS 49 FEET EAST OF THE CENTERLINE OF U.S. 45, 6 FEET SOUTH OF THE
 BV0389'CENTER OF THE DRIVEWAY.  A METAL WITNESS SIGNPOST WAS SET 2.5 FEET
 BV0389'SOUTH OF THE MARK.
 BV0389
 BV0389                          STATION RECOVERY (1964)
 BV0389
 BV0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0389'RECOVERED IN GOOD CONDITION.
 BV0389
 BV0389                          STATION RECOVERY (1980)
 BV0389
 BV0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0389'OMIT-49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 BV0389'ADD-49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BV0389'12.3 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX,
 BV0389'67 FEET SOUTH OF A POWER POLE.
 BV0389
 BV0389                          STATION RECOVERY (1991)
 BV0389
 BV0389'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0389'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTH OF BUCKATUNNA, ON THE
 BV0389'SOUTHWEST R.O.W. OF U.S. HIGHWAY 45, OPPOSITE A FRUIT STAND AND IS IN
 BV0389'SECTION 13, T 7N, R 6W.
 BV0389'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND CHICORA ROAD
 BV0389'JUST EAST OF THE POST OFFICE IN BUCKATUNNA, GO NORTHWEST ON U.S.
 BV0389'HIGHWAY 45 FOR 2.1 MI (3.4 KM) TO THE MARK ON THE LEFT.
 BV0389'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0389'2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES,
 BV0389'73.0 FT (22.3 M) SOUTHEAST OF THE PROJECTED CENTER OF THE NORTHWEST
 BV0389'LEG OF A CIRCULAR DRIVEWAY, 66.8 FT (20.4 M) SOUTH-SOUTHEAST OF A
 BV0389'POWER POLE WITH A TRANSFORMER, 49.5 FT (15.1 M) SOUTHWEST OF THE
 BV0389'CENTER OF HIGHWAY 45, 12.4 FT (3.8 M) SOUTHEAST OF A TELEPHONE CABLE
 BV0389'WARNING SIGN, 3.5 FT (1.1 M) NORTHEAST OF A FENCE AND 2.5 FT (0.8 M)
 BV0389'NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0572 ***********************************************************************
 CO0572  DESIGNATION -  45 V 40
 CO0572  PID         -  CO0572
 CO0572  STATE/COUNTY-  MS/CLARKE
 CO0572  USGS QUAD   -  SABLE (1983)
 CO0572
 CO0572                         *CURRENT SURVEY CONTROL
 CO0572  ___________________________________________________________________
 CO0572* NAD 83(1986)-  32 13 33.     (N)    088 42 03.     (W)     SCALED    
 CO0572* NAVD 88     -       166.810  (meters)     547.28   (feet)  ADJUSTED  
 CO0572  ___________________________________________________________________
 CO0572  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CO0572  DYNAMIC HT  -         166.614 (meters)     546.63  (feet)  COMP
 CO0572  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 CO0572
 CO0572  VERT ORDER  -  FIRST     CLASS II
 CO0572
 CO0572.The horizontal coordinates were scaled from a topographic map and have
 CO0572.an estimated accuracy of +/- 6 seconds.
 CO0572
 CO0572.The orthometric height was determined by differential leveling
 CO0572.and adjusted in June 1991.
 CO0572
 CO0572.The geoid height was determined by GEOID03.
 CO0572
 CO0572.The dynamic height is computed by dividing the NAVD 88
 CO0572.geopotential number by the normal gravity value computed on the
 CO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0572.degrees latitude (g = 980.6199 gals.).
 CO0572
 CO0572.The modeled gravity was interpolated from observed gravity values.
 CO0572
 CO0572;                    North         East    Units  Estimated Accuracy
 CO0572;SPC MS E     -   302,200.      312,490.      MT  (+/- 180 meters Scaled)
 CO0572
 CO0572                          SUPERSEDED SURVEY CONTROL
 CO0572
 CO0572  NGVD 29 (??/??/??)  166.793  (m)          547.22   (f) ADJUSTED    1 2
 CO0572
 CO0572.Superseded values are not recommended for survey control.
 CO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0572.See file dsdata.txt to determine how the superseded data were derived.
 CO0572
 CO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA397667(NAD 83)
 CO0572_MARKER: DD = SURVEY DISK
 CO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0572_SP_SET: CONCRETE POST
 CO0572_STAMPING: BM 45V-40 1961
 CO0572_MARK LOGO: MSHD  
 CO0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0572+STABILITY: SURFACE MOTION
 CO0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0572+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CO0572
 CO0572  HISTORY     - Date     Condition        Report By
 CO0572  HISTORY     - 1961     MONUMENTED       MSHD
 CO0572  HISTORY     - 1964     GOOD             NGS
 CO0572  HISTORY     - 1980     GOOD             NGS
 CO0572  HISTORY     - 19900517 GOOD             MSHD
 CO0572
 CO0572                          STATION DESCRIPTION
 CO0572
 CO0572'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0572'9.55 MI S FROM MERIDIAN.
 CO0572'LOCATED ABOUT 9.55 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0572'THE CLARKE-LAUDERDALE COUNTY LINE ON THE PROPERTY OF CLARKDALE SCHOOL.
 CO0572'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY 45 IN
 CO0572'THE SOUTHERN PART OF MERIDIAN, GO SOUTHERLY ON HIGHWAY 45 FOR 9.55
 CO0572'MILES TO THE LAUDERDALE-CLARKE COUNTY LINE, CLARKDALE SCHOOL AND THE
 CO0572'MARK ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE
 CO0572'DISK, STAMPED BM 45V-40 1961, SET IN THE TOP OF A 10-INCH SQUARE
 CO0572'CONCRETE POST, ONE INCH BELOW THE GROUND SURFACE.  IT IS 6.8 FEET EAST
 CO0572'OF THE EAST WALL AND 4.5 FEET SOUTH OF THE MAIN ENTRANCE TO THE SCHOOL
 CO0572'BUILDING.
 CO0572
 CO0572                          STATION RECOVERY (1964)
 CO0572
 CO0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0572'RECOVERED IN GOOD CONDITION.
 CO0572
 CO0572                          STATION RECOVERY (1980)
 CO0572
 CO0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0572'ADD, 0.9096 METER (2 FEET) WEST OF METAL FLAGPOLE.
 CO0572
 CO0572                          STATION RECOVERY (1990)
 CO0572
 CO0572'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0572'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH OF MERIDIAN, ON THE
 CO0572'SOUTH SIDE OF THE ENTRANCE TO THE OLDER BUILDING AT THE CLARKDALE
 CO0572'SCHOOL, 13.0 MI (20.9 KM) NORTH OF QUITMAN NEAR THE CLARKE-LAUDERDALE
 CO0572'COUNTY LINE AND IS IN SECTION 6, T 4N, R 16E.
 CO0572'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS ABOUT 4.0 MI (6.4 KM) SOUTH
 CO0572'OF MERIDIAN, GO SOUTH ON OLD U.S. HIGHWAY 45 FOR 5.85 MI (9.41 KM) TO
 CO0572'THE SCHOOL AND THE MARK ON THE RIGHT.
 CO0572'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 4 INCHES
 CO0572'BELOW THE GROUND, 272.0 FT (82.9 M) WEST OF THE CENTER OF HIGHWAY 45,
 CO0572'95.3 FT (29.0 M) NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 64 FT
 CO0572'(19.5 M) WEST OF THE WEST WALL OF THE NEW SCHOOL BUILDING, 27.0 FT
 CO0572'(8.2 M) WEST OF THE CENTER OF A PAVED DRIVE, 14.8 FT (4.5 M) SOUTH OF
 CO0572'THE CENTER OF THE ENTRANCE TO THE SCHOOL, 7.0 FT (2.1 M) EAST OF THE
 CO0572'EAST WALL OF THE SCHOOL AND 4.5 FT (1.4 M) SOUTH OF THE SOUTHEAST
 CO0572'CORNER OF THE PORCH TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0573 ***********************************************************************
 CO0573  DESIGNATION -  45 V 41
 CO0573  PID         -  CO0573
 CO0573  STATE/COUNTY-  MS/LAUDERDALE
 CO0573  USGS QUAD   -  SABLE (1983)
 CO0573
 CO0573                         *CURRENT SURVEY CONTROL
 CO0573  ___________________________________________________________________
 CO0573* NAD 83(1986)-  32 14 29.     (N)    088 41 48.     (W)     SCALED    
 CO0573* NAVD 88     -       173.858  (meters)     570.40   (feet)  ADJUSTED  
 CO0573  ___________________________________________________________________
 CO0573  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0573  DYNAMIC HT  -         173.653 (meters)     569.73  (feet)  COMP
 CO0573  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 CO0573
 CO0573  VERT ORDER  -  FIRST     CLASS II
 CO0573
 CO0573.The horizontal coordinates were scaled from a topographic map and have
 CO0573.an estimated accuracy of +/- 6 seconds.
 CO0573
 CO0573.The orthometric height was determined by differential leveling
 CO0573.and adjusted in June 1991.
 CO0573
 CO0573.The geoid height was determined by GEOID03.
 CO0573
 CO0573.The dynamic height is computed by dividing the NAVD 88
 CO0573.geopotential number by the normal gravity value computed on the
 CO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0573.degrees latitude (g = 980.6199 gals.).
 CO0573
 CO0573.The modeled gravity was interpolated from observed gravity values.
 CO0573
 CO0573;                    North         East    Units  Estimated Accuracy
 CO0573;SPC MS E     -   303,920.      312,880.      MT  (+/- 180 meters Scaled)
 CO0573
 CO0573                          SUPERSEDED SURVEY CONTROL
 CO0573
 CO0573  NGVD 29 (??/??/??)  173.841  (m)          570.34   (f) ADJUSTED    1 2
 CO0573
 CO0573.Superseded values are not recommended for survey control.
 CO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0573.See file dsdata.txt to determine how the superseded data were derived.
 CO0573
 CO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA401684(NAD 83)
 CO0573_MARKER: DD = SURVEY DISK
 CO0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0573_SP_SET: CONCRETE POST
 CO0573_STAMPING: BM 45V-41 1961
 CO0573_MARK LOGO: MSHD  
 CO0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0573+STABILITY: SURFACE MOTION
 CO0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0573+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO0573
 CO0573  HISTORY     - Date     Condition        Report By
 CO0573  HISTORY     - 1961     MONUMENTED       MSHD
 CO0573  HISTORY     - 1980     GOOD             NGS
 CO0573  HISTORY     - 19900322 GOOD             MSHD
 CO0573
 CO0573                          STATION DESCRIPTION
 CO0573
 CO0573'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0573'8.4 MI S FROM MERIDIAN.
 CO0573'LOCATED ABOUT 8.4 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0573'THE PROPERTY OF THE NEW HOPE BAPTIST CHURCH.  TO REACH FROM THE
 CO0573'JUNCTION OF U.S. HIGHWAY 80 AND 11 BY-PASS AND U.S. HIGHWAY 45 AT THE
 CO0573'SOUTH EDGE OF MERIDIAN GO SOUTH ON HIGHWAY 45 FOR 8.4 MILES TO THE NEW
 CO0573'HOPE CHURCH AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC
 CO0573'AND GS BRONZE DISK, STAMPED BM 45V-41 1961, SET IN THE TOP OF AN
 CO0573'10-INCH SQUARE CONCRETE POST, 2 INCHES BELOW THE GROUND SURFACE. IT IS
 CO0573'99.5 FEET NORTH-NORTHWEST OF THE CHURCH STEPS, 46.7 FEET EAST OF THE
 CO0573'CENTER OF HIGHWAY 45, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 2.4 FEET
 CO0573'EAST OF A POWERLINE POLE AND 1.3 FEET SOUTH OF AN EAST-WEST FENCE.
 CO0573
 CO0573                          STATION RECOVERY (1980)
 CO0573
 CO0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0573'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CO0573
 CO0573                          STATION RECOVERY (1990)
 CO0573
 CO0573'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0573'MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF MERIDIAN, NEAR THE
 CO0573'SOUTHWEST CORNER OF THE NEW HOPE BAPTIST CHURCH CEMETERY FENCE, 1.15
 CO0573'MI (1.85 KM) NORTH OF THE CLARKE - LAUDERDALE COUNTY LINE AND IS IN
 CO0573'SECTION 30, T 5N, R 16E.
 CO0573'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO0573'BYPASS ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD HIGHWAY
 CO0573'45 FOR 4.65 MI (7.48 KM) TO THE CHURCH AND THE MARK ON THE LEFT.
 CO0573'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 1
 CO0573'FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, 2 INCHES BELOW THE GROUND,
 CO0573'96 FT (29.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 47 FT
 CO0573'(14.3 M) EAST OF THE CENTER OF HIGHWAY 45, 9,5 FT NORTH OF THE NORTH
 CO0573'EDGE OF A PAVED DRIVEWAY, 4.8 FT (1.5 M) WEST NORTHWEST OF A LAMP
 CO0573'POLE, 3.6 FT (1.1 M) NORTHWEST OF A R.O.W. MARKER, 3.2 FT (1.0 M)
 CO0573'EAST OF THE SOUTHWEST CORNER OF THE CEMETERY, 2.3 FT (0.7 M) EAST OF A
 CO0573'POWER POLE WITH A TRANSFORMER, 1.1 FT (0.3 M) SOUTH OF THE CEMETERY
 CO0573'FENCE AND 0.7 FT (0.2 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0578 ***********************************************************************
 CO0578  DESIGNATION -  45 V 42
 CO0578  PID         -  CO0578
 CO0578  STATE/COUNTY-  MS/LAUDERDALE
 CO0578  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0578
 CO0578                         *CURRENT SURVEY CONTROL
 CO0578  ___________________________________________________________________
 CO0578* NAD 83(1986)-  32 15 16.     (N)    088 41 59.     (W)     SCALED    
 CO0578* NAVD 88     -       175.714  (meters)     576.49   (feet)  ADJUSTED  
 CO0578  ___________________________________________________________________
 CO0578  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CO0578  DYNAMIC HT  -         175.506 (meters)     575.81  (feet)  COMP
 CO0578  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 CO0578
 CO0578  VERT ORDER  -  SECOND    CLASS 0
 CO0578
 CO0578.The horizontal coordinates were scaled from a topographic map and have
 CO0578.an estimated accuracy of +/- 6 seconds.
 CO0578
 CO0578.The orthometric height was determined by differential leveling
 CO0578.and adjusted in June 1991.
 CO0578
 CO0578.The geoid height was determined by GEOID03.
 CO0578
 CO0578.The dynamic height is computed by dividing the NAVD 88
 CO0578.geopotential number by the normal gravity value computed on the
 CO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0578.degrees latitude (g = 980.6199 gals.).
 CO0578
 CO0578.The modeled gravity was interpolated from observed gravity values.
 CO0578
 CO0578;                    North         East    Units  Estimated Accuracy
 CO0578;SPC MS E     -   305,370.      312,590.      MT  (+/- 180 meters Scaled)
 CO0578
 CO0578                          SUPERSEDED SURVEY CONTROL
 CO0578
 CO0578  NGVD 29 (??/??/92)  175.723  (m)          576.52   (f) ADJ UNCH    2 0
 CO0578
 CO0578.Superseded values are not recommended for survey control.
 CO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0578.See file dsdata.txt to determine how the superseded data were derived.
 CO0578
 CO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA398699(NAD 83)
 CO0578_MARKER: DD = SURVEY DISK
 CO0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0578_SP_SET: CONCRETE POST
 CO0578_STAMPING: BM 45V-42 1961
 CO0578_MARK LOGO: MSHD  
 CO0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0578+STABILITY: SURFACE MOTION
 CO0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0578+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO0578
 CO0578  HISTORY     - Date     Condition        Report By
 CO0578  HISTORY     - 1961     MONUMENTED       MSHD
 CO0578  HISTORY     - 1970     MARK NOT FOUND   USGS
 CO0578  HISTORY     - 19900322 GOOD             MSHD
 CO0578
 CO0578                          STATION DESCRIPTION
 CO0578
 CO0578'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0578'7.4 MI S FROM MERIDIAN.
 CO0578'LOCATED ABOUT 7.4 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0578'THE PROPERTY OF H.W. WHITE.  TO REACH FROM THE JUNCTION OF U.S.
 CO0578'HIGHWAY 11 AND U.S. HIGHWAY 80 BY-PASS AND U.S. HIGHWAY 45 AT THE
 CO0578'SOUTH EDGE OF MERIDIAN GO SOUTH ON HIGHWAY 45 FOR 7.4 MILES TO A WHITE
 CO0578'FRAME HOUSE AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 CO0578'MSHD-USC AND GS BRONZE DISK, STAMPED BM 45V-42 1961, SET IN THE TOP OF
 CO0578'A 10-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS ABOUT 85
 CO0578'FEET WEST OF THE CENTER OF THE HIGHWAY, 68.4 FEET NORTH-NORTHWEST OF
 CO0578'THE NORTHWEST CORNER OF THE HOUSE, 51.5 FEET NORTH OF A WATER WELL,
 CO0578'13.3 FEET WEST OF A 6-INCH PECAN TREE, AND 1.5 FEET SOUTH OF AN
 CO0578'EAST-WEST FENCELINE.
 CO0578
 CO0578                          STATION RECOVERY (1970)
 CO0578
 CO0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CO0578'MARK NOT FOUND.
 CO0578
 CO0578                          STATION RECOVERY (1990)
 CO0578
 CO0578'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0578'MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF MERIDIAN, ON THE NORTH
 CO0578'SIDE OF A DRIVEWAY TO A FRAME HOUSE, ON THE WEST SIDE OF OLD HIGHWAY
 CO0578'45, 2.1 MI (3.4 KM) NORTH OF THE CLARKE - LAUDERDALE COUNTY LINE AND
 CO0578'IS NEAR THE CENTER OF THE NORTH SIDE OF SECTION 30, T 5N, R 16E.
 CO0578'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO0578'BYPASS ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD HIGHWAY
 CO0578'45 FOR 3.65 MI (5.87 KM) TO THE MARK ON THE RIGHT JUST BEFORE
 CO0578'REACHING A SIDE ROAD RIGHT.
 CO0578'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 4
 CO0578'FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, 1 INCH BELOW THE GROUND,
 CO0578'137 FT (41.8 M) NORTH OF THE CENTER OF H W WHITE ROAD, 97 FT
 CO0578'(29.6 M) WEST OF THE CENTER OF HIGHWAY 45, 69 FT (21.0 M) NORTH OF
 CO0578'THE NORTHEAST CORNER OF THE PORCH OF A FRAME HOUSE, 49 FT (14.9 M)
 CO0578'EAST OF THE NORTHEAST CORNER OF OF A CAR GARAGE, 22 FT (6.7 M) NORTH
 CO0578'OF THE CENTER OF A PAVER DRIVEWAY AND 13 FT (4.0 M) WEST NORTHWEST OF
 CO0578'AN 18 INCH PECAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0579 ***********************************************************************
 CO0579  DESIGNATION -  45 V 43 MSHD
 CO0579  PID         -  CO0579
 CO0579  STATE/COUNTY-  MS/LAUDERDALE
 CO0579  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0579
 CO0579                         *CURRENT SURVEY CONTROL
 CO0579  ___________________________________________________________________
 CO0579* NAD 83(1986)-  32 15 53.     (N)    088 42 16.     (W)     SCALED    
 CO0579* NAVD 88     -       169.635  (meters)     556.54   (feet)  ADJUSTED  
 CO0579  ___________________________________________________________________
 CO0579  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CO0579  DYNAMIC HT  -         169.434 (meters)     555.88  (feet)  COMP
 CO0579  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 CO0579
 CO0579  VERT ORDER  -  SECOND    CLASS 0
 CO0579
 CO0579.The horizontal coordinates were scaled from a topographic map and have
 CO0579.an estimated accuracy of +/- 6 seconds.
 CO0579
 CO0579.The orthometric height was determined by differential leveling
 CO0579.and adjusted in June 1991.
 CO0579
 CO0579.The geoid height was determined by GEOID03.
 CO0579
 CO0579.The dynamic height is computed by dividing the NAVD 88
 CO0579.geopotential number by the normal gravity value computed on the
 CO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0579.degrees latitude (g = 980.6199 gals.).
 CO0579
 CO0579.The modeled gravity was interpolated from observed gravity values.
 CO0579
 CO0579;                    North         East    Units  Estimated Accuracy
 CO0579;SPC MS E     -   306,510.      312,140.      MT  (+/- 180 meters Scaled)
 CO0579
 CO0579                          SUPERSEDED SURVEY CONTROL
 CO0579
 CO0579  NGVD 29 (??/??/92)  169.645  (m)          556.58   (f) ADJ UNCH    2 0
 CO0579
 CO0579.Superseded values are not recommended for survey control.
 CO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0579.See file dsdata.txt to determine how the superseded data were derived.
 CO0579
 CO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA394710(NAD 83)
 CO0579_MARKER: DD = SURVEY DISK
 CO0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0579_STAMPING: BM 45V-43 1961
 CO0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0579+STABILITY: SURFACE MOTION
 CO0579
 CO0579  HISTORY     - Date     Condition        Report By
 CO0579  HISTORY     - 1961     MONUMENTED       MSHD
 CO0579  HISTORY     - 1970     MARK NOT FOUND   USGS
 CO0579  HISTORY     - 1974     MARK NOT FOUND   MSHD
 CO0579  HISTORY     - 1980     MARK NOT FOUND   NGS
 CO0579
 CO0579                          STATION DESCRIPTION
 CO0579
 CO0579'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0579'6.5 MI S FROM MERIDIAN.
 CO0579'LOCATED ABOUT 6.5 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0579'THE PROPERTY OF JONES CHAPEL CHURCH OF GOD.  TO REACH FROM THE
 CO0579'JUNCTION OF U.S. HIGHWAY 11 AND U.S. HIGHWAY 80 BY-PASS AND U.S.
 CO0579'HIGHWAY 45 AT THE SOUTH EDGE OF MERIDIAN, GO SOUTH ON HIGHWAY 45 FOR
 CO0579'6.5 MILES TO JONES CHAPEL AND THE MARK ON THE RIGHT.  THE MARK IS A
 CO0579'STANDARD MSHD-USC AND GS BRONZE DISK, STAMPED BM 45V-43 1961, SET IN
 CO0579'THE TOP OF A 10-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CO0579'IS 107 FEET WEST OF THE CENTER OF HIGHWAY 45, 39.7 FEET WEST-SOUTHWEST
 CO0579'OF A POWERLINE POLE, AND 6.8 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CO0579'CHAPEL.
 CO0579
 CO0579                          STATION RECOVERY (1970)
 CO0579
 CO0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CO0579'MARK NOT FOUND.
 CO0579
 CO0579                          STATION RECOVERY (1974)
 CO0579
 CO0579'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CO0579'MARK NOT FOUND.
 CO0579
 CO0579                          STATION RECOVERY (1980)
 CO0579
 CO0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0580 ***********************************************************************
 CO0580  DESIGNATION -  45 V 44
 CO0580  PID         -  CO0580
 CO0580  STATE/COUNTY-  MS/LAUDERDALE
 CO0580  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0580
 CO0580                         *CURRENT SURVEY CONTROL
 CO0580  ___________________________________________________________________
 CO0580* NAD 83(1986)-  32 16 45.     (N)    088 41 52.     (W)     SCALED    
 CO0580* NAVD 88     -       185.145  (meters)     607.43   (feet)  ADJUSTED  
 CO0580  ___________________________________________________________________
 CO0580  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CO0580  DYNAMIC HT  -         184.926 (meters)     606.71  (feet)  COMP
 CO0580  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 CO0580
 CO0580  VERT ORDER  -  FIRST     CLASS II
 CO0580
 CO0580.The horizontal coordinates were scaled from a topographic map and have
 CO0580.an estimated accuracy of +/- 6 seconds.
 CO0580
 CO0580.The orthometric height was determined by differential leveling
 CO0580.and adjusted in June 1991.
 CO0580
 CO0580.The geoid height was determined by GEOID03.
 CO0580
 CO0580.The dynamic height is computed by dividing the NAVD 88
 CO0580.geopotential number by the normal gravity value computed on the
 CO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0580.degrees latitude (g = 980.6199 gals.).
 CO0580
 CO0580.The modeled gravity was interpolated from observed gravity values.
 CO0580
 CO0580;                    North         East    Units  Estimated Accuracy
 CO0580;SPC MS E     -   308,110.      312,770.      MT  (+/- 180 meters Scaled)
 CO0580
 CO0580                          SUPERSEDED SURVEY CONTROL
 CO0580
 CO0580  NGVD 29 (??/??/??)  185.127  (m)          607.37   (f) ADJUSTED    1 2
 CO0580
 CO0580.Superseded values are not recommended for survey control.
 CO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0580.See file dsdata.txt to determine how the superseded data were derived.
 CO0580
 CO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA401726(NAD 83)
 CO0580_MARKER: DD = SURVEY DISK
 CO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0580_SP_SET: CONCRETE POST
 CO0580_STAMPING: BM 45V-44 1961
 CO0580_MARK LOGO: MSHD  
 CO0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0580+STABILITY: SURFACE MOTION
 CO0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0580+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO0580
 CO0580  HISTORY     - Date     Condition        Report By
 CO0580  HISTORY     - 1961     MONUMENTED       MSHD
 CO0580  HISTORY     - 1980     GOOD             NGS
 CO0580  HISTORY     - 19900322 GOOD             MSHD
 CO0580
 CO0580                          STATION DESCRIPTION
 CO0580
 CO0580'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0580'5.45 MI S FROM MERIDIAN.
 CO0580'LOCATED ABOUT 5.45 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0580'THE PROPERTY OF E.L. SUMRALL.  TO REACH FROM THE JUNCTION OF U.S.
 CO0580'HIGHWAY 11 AND U.S. HIGHWAY 80 BY-PASS AND U.S. HIGHWAY 45 AT THE
 CO0580'SOUTH EDGE OF MERIDIAN, GO SOUTH ON HIGHWAY 45 FOR 5.45 MILES TO A
 CO0580'WHITE FRAME HOUSE AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD
 CO0580'MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-44 1961, SET IN THE TOP OF
 CO0580'A 10-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 88.2
 CO0580'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 53.2 FEET
 CO0580'SOUTH OF A 12-INCH PINE TREE, 50.7 FEET EAST-SOUTHEAST OF THE CENTER
 CO0580'OF THE HIGHWAY, 15.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CO0580'SMALL FISH POOL AND 1.5 FEET NORTH OF A FENCE CORNER.
 CO0580
 CO0580                          STATION RECOVERY (1980)
 CO0580
 CO0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0580'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CO0580
 CO0580                          STATION RECOVERY (1990)
 CO0580
 CO0580'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0580'MARK IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF MERIDIAN, NEAR A FENCE
 CO0580'CORNER ON THE SOUTH SIDE OF U.S. HIGHWAY 45, 0.75 MI (1.21 KM)
 CO0580'SOUTHWEST OF A PAVED ROAD LEADING SOUTHEAST AND IS IN SECTION 18, T
 CO0580'5N, R 16E.
 CO0580'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO0580'BYPASS, ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD
 CO0580'HIGHWAY 45 FOR 1.75 MI (2.82 KM) TO THE MARK ON THE LEFT JUST BEYOND
 CO0580'A FRAME HOUSE.
 CO0580'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 2
 CO0580'FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY, 3 INCHES BELOW THE GROUND,
 CO0580'101.5 FT (30.9 M) SOUTHEAST OF A TELEPHONE CABLE POLE, 69 FT
 CO0580'(21.0 M) SOUTHWEST OF THE WEST CORNER OF THE PORCH OF A FRAME HOUSE,
 CO0580'50.5 FT (15.4 M) SOUTHEAST OF THE CENTER OF HIGHWAY 45, 15.5 FT
 CO0580'(4.7 M) WEST SOUTHWEST OF THE WEST CORNER OF A CONCRETE CURB AROUND A
 CO0580'FLOWER BED, 1.5 FT (0.5 M) NORTHEAST OF A FENCE CORNER AND 1 FT
 CO0580'(0.3 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0585 ***********************************************************************
 CO0585  DESIGNATION -  45 V 45 MSHD
 CO0585  PID         -  CO0585
 CO0585  STATE/COUNTY-  MS/LAUDERDALE
 CO0585  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0585
 CO0585                         *CURRENT SURVEY CONTROL
 CO0585  ___________________________________________________________________
 CO0585* NAD 83(1986)-  32 18 05.     (N)    088 41 27.     (W)     SCALED    
 CO0585* NAVD 88     -       177.367  (meters)     581.91   (feet)  ADJUSTED  
 CO0585  ___________________________________________________________________
 CO0585  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CO0585  DYNAMIC HT  -         177.156 (meters)     581.22  (feet)  COMP
 CO0585  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 CO0585
 CO0585  VERT ORDER  -  SECOND    CLASS 0
 CO0585
 CO0585.The horizontal coordinates were scaled from a topographic map and have
 CO0585.an estimated accuracy of +/- 6 seconds.
 CO0585
 CO0585.The orthometric height was determined by differential leveling
 CO0585.and adjusted in June 1991.
 CO0585
 CO0585.The geoid height was determined by GEOID03.
 CO0585
 CO0585.The dynamic height is computed by dividing the NAVD 88
 CO0585.geopotential number by the normal gravity value computed on the
 CO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0585.degrees latitude (g = 980.6199 gals.).
 CO0585
 CO0585.The modeled gravity was interpolated from observed gravity values.
 CO0585
 CO0585;                    North         East    Units  Estimated Accuracy
 CO0585;SPC MS E     -   310,580.      313,420.      MT  (+/- 180 meters Scaled)
 CO0585
 CO0585                          SUPERSEDED SURVEY CONTROL
 CO0585
 CO0585  NGVD 29 (??/??/92)  177.371  (m)          581.92   (f) ADJ UNCH    2 0
 CO0585
 CO0585.Superseded values are not recommended for survey control.
 CO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0585.See file dsdata.txt to determine how the superseded data were derived.
 CO0585
 CO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA408750(NAD 83)
 CO0585_MARKER: DD = SURVEY DISK
 CO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0585_STAMPING: BM 45V-45 1961
 CO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0585+STABILITY: SURFACE MOTION
 CO0585
 CO0585  HISTORY     - Date     Condition        Report By
 CO0585  HISTORY     - 1961     MONUMENTED       MSHD
 CO0585  HISTORY     - 1980     MARK NOT FOUND   NGS
 CO0585
 CO0585                          STATION DESCRIPTION
 CO0585
 CO0585'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0585'3.8 MI S FROM MERIDIAN.
 CO0585'LOCATED ABOUT 3.8 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0585'THE PROPERTY OF C.C. MCKISSACK.  TO REACH FROM THE JUNCTION OF U.S.
 CO0585'HIGHWAY 11 AND U.S. HIGHWAY 80 BY-PASS AND U.S. HIGHWAY 45 AT THE
 CO0585'SOUTH EDGE OF MERIDIAN GO SOUTH ON HIGHWAY 45 FOR 3.8 MILES TO A
 CO0585'GRAVEL DRIVEWAY, A GREY FRAME HOUSE AND THE MARK ON THE RIGHT.  THE
 CO0585'MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK, STAMPED BM 45V-45
 CO0585'1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 CO0585'GROUND.  IT IS 99 FEET WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 42
 CO0585'FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 34.9 FEET NORTHEAST OF AN
 CO0585'18-INCH OAK TREE, 29.3 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 CO0585'THE HOUSE AND IN LINE WITH THE SOUTH WALL.
 CO0585
 CO0585                          STATION RECOVERY (1980)
 CO0585
 CO0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0586 ***********************************************************************
 CO0586  DESIGNATION -  45 V 46
 CO0586  PID         -  CO0586
 CO0586  STATE/COUNTY-  MS/LAUDERDALE
 CO0586  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0586
 CO0586                         *CURRENT SURVEY CONTROL
 CO0586  ___________________________________________________________________
 CO0586* NAD 83(1986)-  32 18 55.     (N)    088 41 32.     (W)     SCALED    
 CO0586* NAVD 88     -       190.542  (meters)     625.14   (feet)  ADJUSTED  
 CO0586  ___________________________________________________________________
 CO0586  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CO0586  DYNAMIC HT  -         190.317 (meters)     624.40  (feet)  COMP
 CO0586  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 CO0586
 CO0586  VERT ORDER  -  SECOND    CLASS 0
 CO0586
 CO0586.The horizontal coordinates were scaled from a topographic map and have
 CO0586.an estimated accuracy of +/- 6 seconds.
 CO0586
 CO0586.The orthometric height was determined by differential leveling
 CO0586.and adjusted in June 1991.
 CO0586
 CO0586.The geoid height was determined by GEOID03.
 CO0586
 CO0586.The dynamic height is computed by dividing the NAVD 88
 CO0586.geopotential number by the normal gravity value computed on the
 CO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0586.degrees latitude (g = 980.6199 gals.).
 CO0586
 CO0586.The modeled gravity was interpolated from observed gravity values.
 CO0586
 CO0586;                    North         East    Units  Estimated Accuracy
 CO0586;SPC MS E     -   312,120.      313,290.      MT  (+/- 180 meters Scaled)
 CO0586
 CO0586                          SUPERSEDED SURVEY CONTROL
 CO0586
 CO0586  NGVD 29 (??/??/92)  190.544  (m)          625.14   (f) ADJ UNCH    2 0
 CO0586
 CO0586.Superseded values are not recommended for survey control.
 CO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0586.See file dsdata.txt to determine how the superseded data were derived.
 CO0586
 CO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA407766(NAD 83)
 CO0586_MARKER: DD = SURVEY DISK
 CO0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0586_SP_SET: CONCRETE POST
 CO0586_STAMPING: BM 45V-46 1961
 CO0586_MARK LOGO: MSHD  
 CO0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0586+STABILITY: SURFACE MOTION
 CO0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0586+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO0586
 CO0586  HISTORY     - Date     Condition        Report By
 CO0586  HISTORY     - 1961     MONUMENTED       MSHD
 CO0586  HISTORY     - 19900322 SEE DESCRIPTION  MSHD
 CO0586
 CO0586                          STATION DESCRIPTION
 CO0586
 CO0586'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0586'2.8 MI S FROM MERIDIAN.
 CO0586'LOCATED ABOUT 2.8 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0586'THE PROPERTY OF PAULINE KEENE.  TO REACH FROM THE JUNCTION OF U.S.
 CO0586'HIGHWAY 11 AND U.S. HIGHWAY 80 BY-PASS AND U.S. HIGHWAY 45 AT THE
 CO0586'SOUTH EDGE OF MERIDIAN GO SOUTH ON HIGHWAY 45 FOR 2.8 MILES TO A WHITE
 CO0586'FRAME HOUSE AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 CO0586'MSHD-USC AND GS BRONZE DISK, STAMPED BM 45V-46 1961, SET IN THE TOP OF
 CO0586'A 10-INCH SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS ABOUT 200
 CO0586'FEET WEST OF THE HIGHWAY, 60.3 FEET NORTHWEST OF THE NORTHWEST CORNER
 CO0586'OF THE HOUSE, 20.3 FEET NORTHWEST OF A 24-INCH RED OAK TREE, 19.2 FEET
 CO0586'WEST OF A 20-INCH THORN TREE AND 1.4 FEET SOUTH OF A FENCE CORNER.
 CO0586
 CO0586                          STATION RECOVERY (1990)
 CO0586
 CO0586'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0586'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0588 ***********************************************************************
 CO0588  DESIGNATION -  45 V 47 MSHD
 CO0588  PID         -  CO0588
 CO0588  STATE/COUNTY-  MS/LAUDERDALE
 CO0588  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0588
 CO0588                         *CURRENT SURVEY CONTROL
 CO0588  ___________________________________________________________________
 CO0588* NAD 83(1986)-  32 20 24.     (N)    088 41 26.     (W)     SCALED    
 CO0588* NAVD 88     -       146.623  (meters)     481.05   (feet)  ADJUSTED  
 CO0588  ___________________________________________________________________
 CO0588  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO0588  DYNAMIC HT  -         146.451 (meters)     480.48  (feet)  COMP
 CO0588  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 CO0588
 CO0588  VERT ORDER  -  SECOND    CLASS 0
 CO0588
 CO0588.The horizontal coordinates were scaled from a topographic map and have
 CO0588.an estimated accuracy of +/- 6 seconds.
 CO0588
 CO0588.The orthometric height was determined by differential leveling
 CO0588.and adjusted in June 1991.
 CO0588
 CO0588.The geoid height was determined by GEOID03.
 CO0588
 CO0588.The dynamic height is computed by dividing the NAVD 88
 CO0588.geopotential number by the normal gravity value computed on the
 CO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0588.degrees latitude (g = 980.6199 gals.).
 CO0588
 CO0588.The modeled gravity was interpolated from observed gravity values.
 CO0588
 CO0588;                    North         East    Units  Estimated Accuracy
 CO0588;SPC MS E     -   314,860.      313,440.      MT  (+/- 180 meters Scaled)
 CO0588
 CO0588                          SUPERSEDED SURVEY CONTROL
 CO0588
 CO0588  NGVD 29 (??/??/92)  146.618  (m)          481.03   (f) ADJ UNCH    2 0
 CO0588
 CO0588.Superseded values are not recommended for survey control.
 CO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0588.See file dsdata.txt to determine how the superseded data were derived.
 CO0588
 CO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA409793(NAD 83)
 CO0588_MARKER: DD = SURVEY DISK
 CO0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0588_STAMPING: BM 45V-47 1961
 CO0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0588+STABILITY: SURFACE MOTION
 CO0588
 CO0588  HISTORY     - Date     Condition        Report By
 CO0588  HISTORY     - 1961     MONUMENTED       MSHD
 CO0588  HISTORY     - 1980     MARK NOT FOUND   NGS
 CO0588
 CO0588                          STATION DESCRIPTION
 CO0588
 CO0588'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0588'1.2 MI S FROM MERIDIAN.
 CO0588'LOCATED ABOUT 1.2 MILES SOUTH OF MERIDIAN, ALONG U.S. HIGHWAY 45, ON
 CO0588'THE PROPERTY OF THE 3-MILE INN.  TO REACH FROM THE JUNCTION OF U.S.
 CO0588'HIGHWAY 11 AND U.S. HIGHWAY 80 BY-PASS AND U.S. HIGHWAY 45 AT THE
 CO0588'SOUTH EDGE OF MERIDIAN GO SOUTH ON HIGHWAY 45 FOR 1.2 MILES TO THE
 CO0588'3-MILE INN AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC
 CO0588'AND GS BRONZE DISK STAMPED BM 45V-47 1961, SET IN THE TOP OF A 10-INCH
 CO0588'SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS ABOUT 250 FEET
 CO0588'NORTH-NORTHEAST OF THE HIGHWAY, 100 FEET NORTHWEST OF THE NORTHWEST
 CO0588'CORNER OF THE INN, 93.3 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 CO0588'FRAME BUILDING, 10.4 FEET NORTH OF A 6-INCH PINE TREE AND 1.4 FEET
 CO0588'SOUTH-SOUTHWEST OF A WHITE BOARD FENCE.
 CO0588
 CO0588                          STATION RECOVERY (1980)
 CO0588
 CO0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0594 ***********************************************************************
 CO0594  DESIGNATION -  45 V 48
 CO0594  PID         -  CO0594
 CO0594  STATE/COUNTY-  MS/LAUDERDALE
 CO0594  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0594
 CO0594                         *CURRENT SURVEY CONTROL
 CO0594  ___________________________________________________________________
 CO0594* NAD 83(1986)-  32 22 54.     (N)    088 40 45.     (W)     SCALED    
 CO0594* NAVD 88     -       110.523  (meters)     362.61   (feet)  ADJUSTED  
 CO0594  ___________________________________________________________________
 CO0594  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO0594  DYNAMIC HT  -         110.393 (meters)     362.18  (feet)  COMP
 CO0594  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CO0594
 CO0594  VERT ORDER  -  FIRST     CLASS II
 CO0594
 CO0594.The horizontal coordinates were scaled from a topographic map and have
 CO0594.an estimated accuracy of +/- 6 seconds.
 CO0594
 CO0594.The orthometric height was determined by differential leveling
 CO0594.and adjusted in June 1991.
 CO0594.WARNING-Repeat measurements at this control monument indicate possible
 CO0594.vertical movement.
 CO0594
 CO0594.The geoid height was determined by GEOID03.
 CO0594
 CO0594.The dynamic height is computed by dividing the NAVD 88
 CO0594.geopotential number by the normal gravity value computed on the
 CO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0594.degrees latitude (g = 980.6199 gals.).
 CO0594
 CO0594.The modeled gravity was interpolated from observed gravity values.
 CO0594
 CO0594;                    North         East    Units  Estimated Accuracy
 CO0594;SPC MS E     -   319,480.      314,510.      MT  (+/- 180 meters Scaled)
 CO0594
 CO0594                          SUPERSEDED SURVEY CONTROL
 CO0594
 CO0594  NGVD 29 (??/??/92)  110.542  (m)          362.67   (f) ADJ UNCH    1 2
 CO0594
 CO0594.Superseded values are not recommended for survey control.
 CO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0594.See file dsdata.txt to determine how the superseded data were derived.
 CO0594
 CO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA420839(NAD 83)
 CO0594_MARKER: DD = SURVEY DISK
 CO0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0594_SP_SET: CONCRETE POST
 CO0594_STAMPING: BM 45V-48 1961
 CO0594_MARK LOGO: MSHD  
 CO0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0594+STABILITY: SURFACE MOTION
 CO0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0594+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO0594
 CO0594  HISTORY     - Date     Condition        Report By
 CO0594  HISTORY     - 1961     MONUMENTED       MSHD
 CO0594  HISTORY     - 1983     GOOD             NGS
 CO0594  HISTORY     - 19900322 GOOD             MSHD
 CO0594
 CO0594                          STATION DESCRIPTION
 CO0594
 CO0594'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0594'IN MERIDIAN.
 CO0594'LOCATED IN THE NORTHEAST SECTION OF MERIDIAN, ALONG U.S. HIGHWAY 45,
 CO0594'0.2 MILE NORTHEAST OF THE JUNCTION OF HIGHWAY 45 AND STATE HIGHWAY 39
 CO0594'AND NEAR THE NORTHEAST CORNER OF THE LES SCARBROUGH (GULF) SERVICE
 CO0594'STATION.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED
 CO0594'BM 45V-48 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH
 CO0594'WITH THE GROUND.  IT IS 123.4 FEET WEST OF THE CENTER OF HIGHWAY 45,
 CO0594'84 FEET SOUTH-SOUTHWEST OF THE CENTER OF AN ASPHALT ROAD, 28.4 FEET
 CO0594'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE STATION AND 3.7 FEET
 CO0594'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE STATION.
 CO0594
 CO0594                          STATION RECOVERY (1983)
 CO0594
 CO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0594'RECOVERED IN GOOD CONDITION.  NOTE, THE GULF SERVICE STATION IS NOW
 CO0594'THE DIXIE AUTO SALES.
 CO0594
 CO0594                          STATION RECOVERY (1990)
 CO0594
 CO0594'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0594'MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTHEAST OF THE CENTER OF
 CO0594'DOWNTOWN MERIDIAN, JUST NORTH OF THE NORTHWEST CORNER OF THE EASTGATE
 CO0594'TIRE CENTER AND IS IN SECTION 8, T 6N, R 16E.
 CO0594'TO REACH FROM THE JUNCTION OF OLD HIGHWAY 45 AND STATE HIGHWAY 39 IN
 CO0594'MERIDIAN, GO NORTHEAST ON OLD HIGHWAY 45 FOR 0.2 MI (0.3 KM) TO THE
 CO0594'MARK ON THE LEFT.
 CO0594'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH
 CO0594'WITH THE GROUND, 123.5 FT (37.6 M) WEST OF THE CENTER OF HIGHWAY 45,
 CO0594'83.5 FT (25.5 M) SOUTH OF THE CENTER OF 23RD STREET, 67 FT (20.4 M)
 CO0594'SOUTHEAST OF A POWER POLE, 29 FT (8.8 M) WEST NORTHWEST OF THE
 CO0594'NORTHEAST CORNER OF THE BUILDING, 3.5 FT (1.1 M) NORTH OF THE
 CO0594'NORTHWEST CORNER OF THE BUILDING AND 0.7 FT (0.2 M) NORTH OF THE
 CO0594'NORTH EDGE OF A WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0595 ***********************************************************************
 CO0595  DESIGNATION -  45 V 49
 CO0595  PID         -  CO0595
 CO0595  STATE/COUNTY-  MS/LAUDERDALE
 CO0595  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0595
 CO0595                         *CURRENT SURVEY CONTROL
 CO0595  ___________________________________________________________________
 CO0595* NAD 83(1986)-  32 23 46.     (N)    088 40 13.     (W)     SCALED    
 CO0595* NAVD 88     -       111.954  (meters)     367.30   (feet)  ADJUSTED  
 CO0595  ___________________________________________________________________
 CO0595  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CO0595  DYNAMIC HT  -         111.822 (meters)     366.87  (feet)  COMP
 CO0595  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 CO0595
 CO0595  VERT ORDER  -  FIRST     CLASS II
 CO0595
 CO0595.The horizontal coordinates were scaled from a topographic map and have
 CO0595.an estimated accuracy of +/- 6 seconds.
 CO0595
 CO0595.The orthometric height was determined by differential leveling
 CO0595.and adjusted in June 1991.
 CO0595
 CO0595.The geoid height was determined by GEOID03.
 CO0595
 CO0595.The dynamic height is computed by dividing the NAVD 88
 CO0595.geopotential number by the normal gravity value computed on the
 CO0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0595.degrees latitude (g = 980.6199 gals.).
 CO0595
 CO0595.The modeled gravity was interpolated from observed gravity values.
 CO0595
 CO0595;                    North         East    Units  Estimated Accuracy
 CO0595;SPC MS E     -   321,080.      315,340.      MT  (+/- 180 meters Scaled)
 CO0595
 CO0595                          SUPERSEDED SURVEY CONTROL
 CO0595
 CO0595  NGVD 29 (??/??/92)  111.936  (m)          367.24   (f) ADJ UNCH    1 2
 CO0595
 CO0595.Superseded values are not recommended for survey control.
 CO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0595.See file dsdata.txt to determine how the superseded data were derived.
 CO0595
 CO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA429855(NAD 83)
 CO0595_MARKER: DD = SURVEY DISK
 CO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0595_SP_SET: CONCRETE POST
 CO0595_STAMPING: BM 45V-49 1961
 CO0595_MARK LOGO: MSHD  
 CO0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0595+STABILITY: SURFACE MOTION
 CO0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0595+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO0595
 CO0595  HISTORY     - Date     Condition        Report By
 CO0595  HISTORY     - 1961     MONUMENTED       MSHD
 CO0595  HISTORY     - 1983     GOOD             NGS
 CO0595  HISTORY     - 19900322 GOOD             MSHD
 CO0595  HISTORY     - 20081126 MARK NOT FOUND   MSSU
 CO0595
 CO0595                          STATION DESCRIPTION
 CO0595
 CO0595'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0595'IN MERIDIAN.
 CO0595'LOCATED IN THE NORTHEAST SECTION OF MERIDIAN, ALONG U.S. HIGHWAY 45 ON
 CO0595'THE PROPERTY OF F.J. MORROW.  TO REACH FROM THE JUNCTION OF U.S.
 CO0595'HIGHWAY 45 AND STATE HIGHWAY 39 IN NORTHWEST SECTION OF MERIDIAN GO
 CO0595'NORTHEAST ON HIGHWAY 45 FOR 1.25 MILES TO AN ASPHALT ROAD LEFT, TURN
 CO0595'LEFT, NORTH, ON THE ASPHALT ROAD FOR 0.05 MILE TO THE MARK ON THE
 CO0595'RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM
 CO0595'45V-49 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, 1 INCH
 CO0595'BELOW THE GROUND SURFACE.  IT IS 91 FEET NORTHEAST OF THE CENTER OF
 CO0595'THE ASPHALT ROAD, 45 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 CO0595'WHITE FRAME HOUSE (WILDWOOD), 42 FEET SOUTHEAST OF A 14-INCH PINE TREE
 CO0595'AND 2.6 FEET SOUTH OF A SMALL CONCRETE PLATFORM.
 CO0595
 CO0595                          STATION RECOVERY (1983)
 CO0595
 CO0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0595'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 45 FEET WEST-NORTHWEST OF
 CO0595'THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE (WILDWOOD).  ADD,
 CO0595'13.86 METERS (45.5 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF MR.
 CO0595'EARL CULPPERS HOUSE.  ADD, IS ON THE PROPERTY OF EARL CULPPER.
 CO0595
 CO0595                          STATION RECOVERY (1990)
 CO0595
 CO0595'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0595'MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHEAST OF MERIDIAN, NEAR A
 CO0595'CONCRETE PLATFORM, ON THE SOUTHWEST SIDE OF A CONCRETE PARKING AREA,
 CO0595'ON THE PROPERTY OF MR EARL CULPEPPER AND IS IN SECTION 4, T 6N R 16E.
 CO0595'TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 45 AND STATE HIGHWAY 39
 CO0595'IN MERIDIAN, GO NORTHEAST ON OLD HIGHWAY 45 FOR 1.3 MI (2.1 KM) TO
 CO0595'THE MARK ON THE LEFT JUST BEYOND NEWELL ROAD.
 CO0595'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 1 INCH
 CO0595'BELOW THE GROUND, 205 FT (62.5 M) WEST NORTHWEST OF THE CENTER OF OLD
 CO0595'HIGHWAY 45, 101 FT (30.8 M) NORTHWEST OF A 48 INCH OAK, 91.5 FT
 CO0595'(27.9 M) NORTHEAST OF THE CENTER OF NEWELL ROAD, 68 FT (20.7 M)
 CO0595'SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 45.5 FT (13.9 M)
 CO0595'NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 41 FT (12.5 M)
 CO0595'SOUTHWEST OF A 24 INCH PINE, 2.5 FT (0.8 M) SOUTHWEST OF THE SOUTHWEST
 CO0595'EDGE OF A CONCRETE SLAB AND 2 FT (0.6 M) NORTHEAST OF A 6 INCH OAK.
 CO0595
 CO0595                          STATION RECOVERY (2008)
 CO0595
 CO0595'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (CEB)
 CO0595'MARK PRESUMED TO BE COVERED BY GRAVEL DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0390 ***********************************************************************
 BV0390  DESIGNATION -  45 V 5 MSHD
 BV0390  PID         -  BV0390
 BV0390  STATE/COUNTY-  MS/WAYNE
 BV0390  USGS QUAD   -  BUCKATUNNA (1982)
 BV0390
 BV0390                         *CURRENT SURVEY CONTROL
 BV0390  ___________________________________________________________________
 BV0390* NAD 83(1986)-  31 34 52.     (N)    088 32 33.     (W)     SCALED    
 BV0390* NAVD 88     -        52.580  (meters)     172.51   (feet)  ADJUSTED  
 BV0390  ___________________________________________________________________
 BV0390  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BV0390  DYNAMIC HT  -          52.517 (meters)     172.30  (feet)  COMP
 BV0390  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 BV0390
 BV0390  VERT ORDER  -  SECOND    CLASS 0
 BV0390
 BV0390.The horizontal coordinates were scaled from a topographic map and have
 BV0390.an estimated accuracy of +/- 6 seconds.
 BV0390
 BV0390.The orthometric height was determined by differential leveling
 BV0390.and adjusted in June 1991.
 BV0390
 BV0390.The geoid height was determined by GEOID03.
 BV0390
 BV0390.The dynamic height is computed by dividing the NAVD 88
 BV0390.geopotential number by the normal gravity value computed on the
 BV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0390.degrees latitude (g = 980.6199 gals.).
 BV0390
 BV0390.The modeled gravity was interpolated from observed gravity values.
 BV0390
 BV0390;                    North         East    Units  Estimated Accuracy
 BV0390;SPC MS E     -   230,740.      327,610.      MT  (+/- 180 meters Scaled)
 BV0390
 BV0390                          SUPERSEDED SURVEY CONTROL
 BV0390
 BV0390  NGVD 29 (??/??/??)   52.59   (m)          172.5    (f) RESET       3  
 BV0390
 BV0390.Superseded values are not recommended for survey control.
 BV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0390.See file dsdata.txt to determine how the superseded data were derived.
 BV0390
 BV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV536950(NAD 83)
 BV0390_MARKER: DD = SURVEY DISK
 BV0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0390_STAMPING: BM 45V-5 1961
 BV0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0390+STABILITY: SURFACE MOTION
 BV0390
 BV0390  HISTORY     - Date     Condition        Report By
 BV0390  HISTORY     - 1961     MONUMENTED       MSHD
 BV0390  HISTORY     - 1964     GOOD             NGS
 BV0390  HISTORY     - 1980     MARK NOT FOUND   NGS
 BV0390
 BV0390                          STATION DESCRIPTION
 BV0390
 BV0390'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0390'3 MI N FROM BUCKATUNNA.
 BV0390'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF BUCKATUNNA, ON THE WEST
 BV0390'SIDE OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED AND OCCUPIED BY MR.
 BV0390'JESSE RIVERS.  THE MARK IS REACHED FROM THE INTERSECTION OF A PAVED
 BV0390'ROAD AND U.S. 45 AT THE EAST EDGE OF BUCKATUNNA AT A SIGN CHICORA BY
 BV0390'GOING NORTH ON U.S. 45 FOR 3.05 MILES TO MR. RIVERS HOME AND THE MARK
 BV0390'ON THE LEFT.  (ABOUT 0.05 MILE BEFORE REACHING A GRAVEL CROSSROAD).
 BV0390'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-5
 BV0390'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 BV0390'GROUND SURFACE.  IT IS 137 FEET WEST OF THE CENTERLINE OF U.S. 45, 50
 BV0390'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 39 FEET NORTH OF
 BV0390'THE NORTHWEST CORNER OF THE HOUSE, 15 FEET NORTH OF THE CENTERLINE OF
 BV0390'THE DRIVEWAY AND 1 FOOT NORTH OF A POWERLINE POLE.
 BV0390
 BV0390                          STATION RECOVERY (1964)
 BV0390
 BV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0390'RECOVERED IN GOOD CONDITION.
 BV0390
 BV0390                          STATION RECOVERY (1980)
 BV0390
 BV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0390'NOT RECOVERED, OWNER OF THE LOCATION SAID THAT A LOT OF FILL DIRT WAS
 BV0390'BROUGHT INTO THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0596 ***********************************************************************
 CO0596  DESIGNATION -  45 V 50
 CO0596  PID         -  CO0596
 CO0596  STATE/COUNTY-  MS/LAUDERDALE
 CO0596  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0596
 CO0596                         *CURRENT SURVEY CONTROL
 CO0596  ___________________________________________________________________
 CO0596* NAD 83(1986)-  32 24 37.     (N)    088 39 30.     (W)     SCALED    
 CO0596* NAVD 88     -       106.791  (meters)     350.36   (feet)  ADJUSTED  
 CO0596  ___________________________________________________________________
 CO0596  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CO0596  DYNAMIC HT  -         106.665 (meters)     349.95  (feet)  COMP
 CO0596  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CO0596
 CO0596  VERT ORDER  -  FIRST     CLASS II
 CO0596
 CO0596.The horizontal coordinates were scaled from a topographic map and have
 CO0596.an estimated accuracy of +/- 6 seconds.
 CO0596
 CO0596.The orthometric height was determined by differential leveling
 CO0596.and adjusted in June 1991.
 CO0596
 CO0596.The geoid height was determined by GEOID03.
 CO0596
 CO0596.The dynamic height is computed by dividing the NAVD 88
 CO0596.geopotential number by the normal gravity value computed on the
 CO0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0596.degrees latitude (g = 980.6199 gals.).
 CO0596
 CO0596.The modeled gravity was interpolated from observed gravity values.
 CO0596
 CO0596;                    North         East    Units  Estimated Accuracy
 CO0596;SPC MS E     -   322,660.      316,460.      MT  (+/- 180 meters Scaled)
 CO0596
 CO0596                          SUPERSEDED SURVEY CONTROL
 CO0596
 CO0596  NGVD 29 (??/??/92)  106.778  (m)          350.32   (f) ADJ UNCH    1 2
 CO0596
 CO0596.Superseded values are not recommended for survey control.
 CO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0596.See file dsdata.txt to determine how the superseded data were derived.
 CO0596
 CO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA440871(NAD 83)
 CO0596_MARKER: DD = SURVEY DISK
 CO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0596_SP_SET: CONCRETE POST
 CO0596_STAMPING: BM 45V-50 1961
 CO0596_MARK LOGO: MSHD  
 CO0596_PROJECTION: FLUSH
 CO0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0596+STABILITY: SURFACE MOTION
 CO0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0596+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1990
 CO0596
 CO0596  HISTORY     - Date     Condition        Report By
 CO0596  HISTORY     - 1961     MONUMENTED       MSHD
 CO0596  HISTORY     - 1973     GOOD             NGS
 CO0596  HISTORY     - 1983     GOOD             NGS
 CO0596  HISTORY     - 1988     GOOD             USPSQD
 CO0596  HISTORY     - 19900329 GOOD             MSHD
 CO0596
 CO0596                          STATION DESCRIPTION
 CO0596
 CO0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CO0596'2.5 MI NE FROM MERIDIAN.
 CO0596'LOCATED ABOUT 2.5 MILES NORTHEAST OF MERIDIAN, ALONG U.S. HIGHWAY 45,
 CO0596'NEAR THE OFFICE OF THE MOROCCO LODGE MOTEL.  TO REACH FROM THE
 CO0596'JUNCTION OF HIGHWAY 45 AND STATE HIGHWAY 39 IN THE NORTHEAST SECTION
 CO0596'OF MERIDIAN, GO NORTHEAST ON HIGHWAY 45 FOR 2.5 MILES TO THE MORACCO
 CO0596'LODGE AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND
 CO0596'GS BRONZE DISK STAMPED BM 45V-50 1961, SET IN THE TOP OF A 10-INCH
 CO0596'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET
 CO0596'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 45, 11.3 FEET NORTH OF THE
 CO0596'NORTH OF THE NORTHWEST CORNER OF THE MOTEL, 6.1 FEET SOUTHWEST OF THE
 CO0596'SOUTHWEST CORNER OF A WATER WELL SHED AND 2.6 FEET SOUTH-SOUTHWEST OF
 CO0596'THE SOUTHEAST CORNER OF THE MOTEL OFFICE.
 CO0596
 CO0596                          STATION RECOVERY (1983)
 CO0596
 CO0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0596'RECOVERED IN GOOD CONDITION.
 CO0596'THE MARK IS 0.46 M BELOW HIGHWAY.
 CO0596
 CO0596                          STATION RECOVERY (1988)
 CO0596
 CO0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (SC)
 CO0596'RECOVERED IN GOOD CONDITION.
 CO0596
 CO0596                          STATION RECOVERY (1990)
 CO0596
 CO0596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0596'MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF MERIDIAN, NEAR THE
 CO0596'SOUTH CORNER OF A FRAME HOUSE, ON THE NORTHEAST SIDE OF THE ABANDONED
 CO0596'MOROCCO LODGE, 0.9 MI (1.4 KM) SOUTHWEST OF MARION AND IS IN SECTION
 CO0596'34, T 7N, R 16E.
 CO0596'TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 45 AND STATE HIGHWAY 39
 CO0596'IN MERIDIAN, GO NORTHEAST ON OLD HIGHWAY 45 FOR 2.1 MI (3.4 KM) TO
 CO0596'THE JUNCTION OF MARTIN ROAD, CONTINUE NORTHEAST ON OLD HIGHWAY 45 FOR
 CO0596'0.45 MI (0.72 KM) TO THE FRAME HOUSE AND THE MARK ON THE RIGHT.
 CO0596'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 2 INCHES
 CO0596'BELOW THE GROUND, 118 FT (36.0 M) SOUTHEAST OF THE CENTER OF HIGHWAY
 CO0596'45, 11.5 FT (3.5 M) NORTHEAST OF THE NORTH CORNER OF THE ABANDONED
 CO0596'MOTEL, 5 FT (1.5 M) SOUTHEAST OF THE SOUTH CORNER OF A SMALL PORCH
 CO0596'AND 2.5 FT (0.8 M) SOUTHWEST OF THE SOUTH CORNER OF A FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0597 ***********************************************************************
 CO0597  DESIGNATION -  45 V 51
 CO0597  PID         -  CO0597
 CO0597  STATE/COUNTY-  MS/LAUDERDALE
 CO0597  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0597
 CO0597                         *CURRENT SURVEY CONTROL
 CO0597  ___________________________________________________________________
 CO0597* NAD 83(1986)-  32 25 14.     (N)    088 38 55.     (W)     SCALED    
 CO0597* NAVD 88     -       115.674  (meters)     379.51   (feet)  ADJUSTED  
 CO0597  ___________________________________________________________________
 CO0597  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CO0597  DYNAMIC HT  -         115.538 (meters)     379.06  (feet)  COMP
 CO0597  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CO0597
 CO0597  VERT ORDER  -  FIRST     CLASS II
 CO0597
 CO0597.The horizontal coordinates were scaled from a topographic map and have
 CO0597.an estimated accuracy of +/- 6 seconds.
 CO0597
 CO0597.The orthometric height was determined by differential leveling
 CO0597.and adjusted in June 1991.
 CO0597
 CO0597.The geoid height was determined by GEOID03.
 CO0597
 CO0597.The dynamic height is computed by dividing the NAVD 88
 CO0597.geopotential number by the normal gravity value computed on the
 CO0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0597.degrees latitude (g = 980.6199 gals.).
 CO0597
 CO0597.The modeled gravity was interpolated from observed gravity values.
 CO0597
 CO0597;                    North         East    Units  Estimated Accuracy
 CO0597;SPC MS E     -   323,800.      317,370.      MT  (+/- 180 meters Scaled)
 CO0597
 CO0597                          SUPERSEDED SURVEY CONTROL
 CO0597
 CO0597  NGVD 29 (??/??/92)  115.659  (m)          379.46   (f) ADJ UNCH    1 2
 CO0597
 CO0597.Superseded values are not recommended for survey control.
 CO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0597.See file dsdata.txt to determine how the superseded data were derived.
 CO0597
 CO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA449882(NAD 83)
 CO0597_MARKER: DD = SURVEY DISK
 CO0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0597_SP_SET: CONCRETE POST
 CO0597_STAMPING: BM 45-51 1961
 CO0597_MARK LOGO: MSHD  
 CO0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0597+STABILITY: SURFACE MOTION
 CO0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0597+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1990
 CO0597
 CO0597  HISTORY     - Date     Condition        Report By
 CO0597  HISTORY     - 1961     MONUMENTED       MSHD
 CO0597  HISTORY     - 1973     GOOD             NGS
 CO0597  HISTORY     - 1983     GOOD             NGS
 CO0597  HISTORY     - 19900329 GOOD             MSHD
 CO0597
 CO0597                          STATION DESCRIPTION
 CO0597
 CO0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CO0597'3.3 MI NE FROM MERIDIAN.
 CO0597'LOCATED 3 1/2 MILES NE OF MERIDIAN ALONG U.S. HWY. 45, IN THE MARION
 CO0597'COMMUNITY AND NEAR THE NW CORNER OF THE MARION BAPTIST CHURCH
 CO0597'PROPERTY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 CO0597'HIGHWAY 39 IN THE NE SECTION OF MERIDIAN, GO NE ON HWY. 45 FOR 3.3
 CO0597'MILES TO THE MARION BAPTIST CHURCH AND MARK ON THE RIGHT.  THE MARK IS
 CO0597'A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-51 1961, SET IN
 CO0597'THE TOP OF A 10 IN. SQUARE CONCRETE POST 2 IN. BELOW GROUND LEVEL AND
 CO0597'5.4 FT. BELOW HWY. 45.  IT IS ABOUT 370 FT. SE OF HIGHWAY 45, 198 FEET
 CO0597'WNW OF THE NW CORNER OF THE CHURCH, 118 FT. NNE OF THE EAST CORNER OF
 CO0597'A 21X25 FOOT RED-BRICK BUILDING, 31 FEET NORTH OF A BASKETBALL GOAL, 2
 CO0597'FT. SSE OF A T FENCE CORNER AND 2 FT. WEST OF A METAL WITNESS POST. .
 CO0597
 CO0597                          STATION RECOVERY (1983)
 CO0597
 CO0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0597'RECOVERED IN GOOD CONDITION.  NOTE, ADD 9.54 METERS (31.3 FT) NORTH OF
 CO0597'A 6-INCH DIAMETER METAL POLE SUPPORTING A BASKETBALL GOAL, AND
 CO0597'4.32 METERS (14.2 FT) NORTHWEST OF THE NORTHEAST CORNER OF A TENNIS
 CO0597'COURT FENCE POST.
 CO0597
 CO0597                          STATION RECOVERY (1990)
 CO0597
 CO0597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0597'MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF MERIDIAN, ON THE
 CO0597'GROUNDS OF THE MARION BAPTIST CHURCH IN MARION AND IS IN SECTION 27,
 CO0597'T 7N, R 16E.
 CO0597'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS BRIDGE OVER OLD HIGHWAY 45,
 CO0597'AT THE NORTH EDGE OF MARION, GO SOUTHWEST ON OLD HIGHWAY 45 FOR 1 MI
 CO0597'(1.6 KM) TO THE CHURCH AND THE MARK ON THE LEFT.
 CO0597'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0597'5.5 FT (1.7 M) BELOW THE LEVEL OF HIGHWAY 45, 2 INCHES BELOW THE
 CO0597'GROUND, ABOUT 370 FT (112.8 M) SOUTHEAST OF THE CENTER OF OLD HIGHWAY
 CO0597'45, 198 FT (60.4 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 CO0597'CHURCH, 118 FT (36.0 M) NORTH NORTHEAST OF THE NORTHWEST CORNER OF A
 CO0597'RED BRICK BUILDING, 31.3 FT (9.5 M) NORTH OF A 6 INCH DIAMETER METAL
 CO0597'POLE SUPPORTING A BASKET BALL GOAL, 14.2 FT (4.3 M) NORTHWEST OF THE
 CO0597'NORTHEAST TENNIS COURT CORNER POST, 2 FT (0.6 M) SOUTH SOUTHEAST OF A
 CO0597'T FENCE CORNER AND 2 FT (0.6 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0602 ***********************************************************************
 CO0602  DESIGNATION -  45 V 52
 CO0602  PID         -  CO0602
 CO0602  STATE/COUNTY-  MS/LAUDERDALE
 CO0602  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0602
 CO0602                         *CURRENT SURVEY CONTROL
 CO0602  ___________________________________________________________________
 CO0602* NAD 83(1986)-  32 26 08.     (N)    088 38 10.     (W)     SCALED    
 CO0602* NAVD 88     -       111.590  (meters)     366.11   (feet)  ADJUSTED  
 CO0602  ___________________________________________________________________
 CO0602  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CO0602  DYNAMIC HT  -         111.459 (meters)     365.68  (feet)  COMP
 CO0602  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 CO0602
 CO0602  VERT ORDER  -  FIRST     CLASS II
 CO0602
 CO0602.The horizontal coordinates were scaled from a topographic map and have
 CO0602.an estimated accuracy of +/- 6 seconds.
 CO0602
 CO0602.The orthometric height was determined by differential leveling
 CO0602.and adjusted in June 1991.
 CO0602
 CO0602.The geoid height was determined by GEOID03.
 CO0602
 CO0602.The dynamic height is computed by dividing the NAVD 88
 CO0602.geopotential number by the normal gravity value computed on the
 CO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0602.degrees latitude (g = 980.6199 gals.).
 CO0602
 CO0602.The modeled gravity was interpolated from observed gravity values.
 CO0602
 CO0602;                    North         East    Units  Estimated Accuracy
 CO0602;SPC MS E     -   325,460.      318,550.      MT  (+/- 180 meters Scaled)
 CO0602
 CO0602                          SUPERSEDED SURVEY CONTROL
 CO0602
 CO0602  NGVD 29 (??/??/92)  111.585  (m)          366.09   (f) ADJ UNCH    1 2
 CO0602
 CO0602.Superseded values are not recommended for survey control.
 CO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0602.See file dsdata.txt to determine how the superseded data were derived.
 CO0602
 CO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA461898(NAD 83)
 CO0602_MARKER: DD = SURVEY DISK
 CO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0602_SP_SET: CONCRETE POST
 CO0602_STAMPING: BM 45V-52 1961
 CO0602_MARK LOGO: MSHD  
 CO0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0602+STABILITY: SURFACE MOTION
 CO0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0602+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO0602
 CO0602  HISTORY     - Date     Condition        Report By
 CO0602  HISTORY     - 1961     MONUMENTED       MSHD
 CO0602  HISTORY     - 1983     GOOD             NGS
 CO0602  HISTORY     - 19900403 GOOD             MSHD
 CO0602
 CO0602                          STATION DESCRIPTION
 CO0602
 CO0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0602'4.5 MI NE FROM MERIDIAN.
 CO0602'LOCATED ABOUT 4.5 MILES NORTHEAST OF MERIDIAN, ALONG U.S. HIGHWAY 45,
 CO0602'AT A GRAVEL ROAD CROSSING THE GULF, MOBILE AND OHIO RAILROAD.  TO
 CO0602'REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 39 IN THE
 CO0602'NORTHEAST SECTION OF MERIDIAN, GO NORTHEAST ON HIGHWAY 45 FOR 4.55
 CO0602'MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT, EAST, FOR 0.2 MILE TO THE
 CO0602'RAILROAD AND MARK ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND
 CO0602'GS BRONZE DISK STAMPED BM 45V-52 1961, SET IN THE TOP OF A 10-INCH
 CO0602'SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 52 FEET
 CO0602'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 34.5 FEET WEST OF THE
 CO0602'WEST RAIL OF THE RAILROAD, 30 FEET SOUTH OF A METAL STOP SIGN, 26 FEET
 CO0602'SOUTH OF A FENCE CORNER, 2.6 FEET WEST OF A POWERLINE POLE AND 1.7
 CO0602'FEET NORTH OF A METAL WITNESS POST.
 CO0602
 CO0602                          STATION RECOVERY (1983)
 CO0602
 CO0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0602'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 30 FEET SOUTH OF A METAL
 CO0602'STOP SIGN, DELETE, 2.6 FEET WEST OF A POWERLINE POLE.  ADD, 0.6 METER
 CO0602'(2.0 FT) BELOW TRACKS.
 CO0602
 CO0602                          STATION RECOVERY (1990)
 CO0602
 CO0602'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0602'MARK IS LOCATED ABOUT 6 MI (9.7 KM) NORTHEAST OF MERIDIAN, IN THE
 CO0602'SOUTHWEST ANGLE OF THE CROSSING OF WILLOW LAKE ROAD WITH THE I.C.G.
 CO0602'RAILROAD TRACK, 1 MI (1.6 KM) NORTHEAST OF MARION AND IS IN SECTION
 CO0602'23, T 7N, R 16E.
 CO0602'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS BRIDGE OVER OLD HIGHWAY, AT
 CO0602'THE END OF THE BYPASS, NEAR THE NORTH EDGE OF MARION, GO NORTHEAST ON
 CO0602'U.S. HIGHWAY 45 FOR 0.35 MI (0.56 KM) TO A SIDE ROAD RIGHT, TURN
 CO0602'RIGHT AND GO EAST ON WILLOW LAKE ROAD FOR 0.3 MI (0.5 KM) TO THE
 CO0602'RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 CO0602'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 2
 CO0602'FT (0.6 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 2 INCHES, 45 FT
 CO0602'(13.7 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 34.5 FT (10.5 M)
 CO0602'NORTHWEST OF THE NORTHWEST RAIL, 25.5 FT (7.8 M) SOUTH OF A FENCE
 CO0602'CORNER, 23 FT (7.0 M) SOUTH OF A 10 INCH OAK, 14.5 FT (4.4 M)
 CO0602'SOUTHEAST OF A FENCE, 3 FT (0.9 M) WEST OF A TELEPHONE POLE STUMP AND
 CO0602'1.5 FT (0.5 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0603 ***********************************************************************
 CO0603  DESIGNATION -  45 V 53 MSHD
 CO0603  PID         -  CO0603
 CO0603  STATE/COUNTY-  MS/LAUDERDALE
 CO0603  USGS QUAD   -  TOOMSUBA (1982)
 CO0603
 CO0603                         *CURRENT SURVEY CONTROL
 CO0603  ___________________________________________________________________
 CO0603* NAD 83(1986)-  32 27 41.     (N)    088 37 12.     (W)     SCALED    
 CO0603* NAVD 88     -       122.562  (meters)     402.11   (feet)  ADJUSTED  
 CO0603  ___________________________________________________________________
 CO0603  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CO0603  DYNAMIC HT  -         122.419 (meters)     401.64  (feet)  COMP
 CO0603  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 CO0603
 CO0603  VERT ORDER  -  SECOND    CLASS 0
 CO0603
 CO0603.The horizontal coordinates were scaled from a topographic map and have
 CO0603.an estimated accuracy of +/- 6 seconds.
 CO0603
 CO0603.The orthometric height was determined by differential leveling
 CO0603.and adjusted in June 1991.
 CO0603
 CO0603.The geoid height was determined by GEOID03.
 CO0603
 CO0603.The dynamic height is computed by dividing the NAVD 88
 CO0603.geopotential number by the normal gravity value computed on the
 CO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0603.degrees latitude (g = 980.6199 gals.).
 CO0603
 CO0603.The modeled gravity was interpolated from observed gravity values.
 CO0603
 CO0603;                    North         East    Units  Estimated Accuracy
 CO0603;SPC MS E     -   328,330.      320,060.      MT  (+/- 180 meters Scaled)
 CO0603
 CO0603                          SUPERSEDED SURVEY CONTROL
 CO0603
 CO0603  NGVD 29 (??/??/92)  122.547  (m)          402.06   (f) ADJ UNCH    2 0
 CO0603
 CO0603.Superseded values are not recommended for survey control.
 CO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0603.See file dsdata.txt to determine how the superseded data were derived.
 CO0603
 CO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA477927(NAD 83)
 CO0603_MARKER: DD = SURVEY DISK
 CO0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0603_STAMPING: BM 45V-53 1961
 CO0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0603+STABILITY: SURFACE MOTION
 CO0603
 CO0603  HISTORY     - Date     Condition        Report By
 CO0603  HISTORY     - 1961     MONUMENTED       MSHD
 CO0603  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0603
 CO0603                          STATION DESCRIPTION
 CO0603
 CO0603'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0603'6.5 MI NE FROM MERIDIAN.
 CO0603'LOCATED ABOUT 6.5 MILES NORTHEAST OF MERIDIAN, ALONG U.S. HIGHWAY 45,
 CO0603'ON THE HIGHWAY RIGHT-OF-WAY AND NEAR A PERMANENT TRAFFIC COUNTER.  TO
 CO0603'REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 39 IN THE
 CO0603'NORTHEAST SECTION OF MERIDIAN, GO NORTHEAST ON HIGHWAY 45 FOR 6.55
 CO0603'MILES TO A LARGE BRICK HOUSE, THE TRAFFIC COUNTER AND THE MARK ON THE
 CO0603'LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM
 CO0603'45V-53 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CO0603'PROJECTING 4 INCHES.  IT IS ABOUT 150 FEET NORTHEAST OF THE BRICK
 CO0603'HOUSE, 46.7 FEET WEST OF THE CENTER OF HIGHWAY 45, 28.6 FEET WEST OF
 CO0603'THE TRAFFIC COUNTER, 15.7 FEET NORTH OF A POWER LINE POLE, 1.9 FEET
 CO0603'EAST OF A FENCE CORNER AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 CO0603
 CO0603                          STATION RECOVERY (1983)
 CO0603
 CO0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0603'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1139 ***********************************************************************
 CO1139  DESIGNATION -  45 V 53 RESET
 CO1139  PID         -  CO1139
 CO1139  STATE/COUNTY-  MS/LAUDERDALE
 CO1139  USGS QUAD   -  TOOMSUBA (1982)
 CO1139
 CO1139                         *CURRENT SURVEY CONTROL
 CO1139  ___________________________________________________________________
 CO1139* NAD 83(1986)-  32 27 41.     (N)    088 37 12.     (W)     SCALED    
 CO1139* NAVD 88     -       123.269  (meters)     404.43   (feet)  ADJUSTED  
 CO1139  ___________________________________________________________________
 CO1139  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CO1139  DYNAMIC HT  -         123.125 (meters)     403.95  (feet)  COMP
 CO1139  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 CO1139
 CO1139  VERT ORDER  -  FIRST     CLASS II
 CO1139
 CO1139.The horizontal coordinates were scaled from a topographic map and have
 CO1139.an estimated accuracy of +/- 6 seconds.
 CO1139
 CO1139.The orthometric height was determined by differential leveling
 CO1139.and adjusted in June 1991.
 CO1139
 CO1139.The geoid height was determined by GEOID03.
 CO1139
 CO1139.The dynamic height is computed by dividing the NAVD 88
 CO1139.geopotential number by the normal gravity value computed on the
 CO1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1139.degrees latitude (g = 980.6199 gals.).
 CO1139
 CO1139.The modeled gravity was interpolated from observed gravity values.
 CO1139
 CO1139;                    North         East    Units  Estimated Accuracy
 CO1139;SPC MS E     -   328,330.      320,060.      MT  (+/- 180 meters Scaled)
 CO1139
 CO1139                          SUPERSEDED SURVEY CONTROL
 CO1139
 CO1139.No superseded survey control is available for this station.
 CO1139
 CO1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA477927(NAD 83)
 CO1139_MARKER: DB = BENCH MARK DISK
 CO1139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO1139_SP_SET: COPPER-CLAD STEEL ROD
 CO1139_STAMPING: BM 45V 53 1961 RESET 1972
 CO1139_MARK LOGO: NGS   
 CO1139_PROJECTION: FLUSH
 CO1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1139+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO1139
 CO1139  HISTORY     - Date     Condition        Report By
 CO1139  HISTORY     - 1972     MONUMENTED       NGS
 CO1139  HISTORY     - 1983     GOOD             NGS
 CO1139  HISTORY     - 19900403 GOOD             MSHD
 CO1139
 CO1139                          STATION DESCRIPTION
 CO1139
 CO1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CO1139'10.5 KM (6.55 MI) NE FROM MERIDIAN.
 CO1139'6.55 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION WITH
 CO1139'STATE HIGHWAY 39 IN THE NORTHEAST SECTION OF MERIDIAN, ON THE NORTH
 CO1139'SIDE OF THE HIGHWAY, IN THE NORTHEAST CORNER OF THE FRONT YARD OWNED
 CO1139'BY MR. J.P. CARNEY, 93 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANE
 CO1139'OF THE HIGHWAY, 130 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 CO1139'THE BRICK HOUSE OWNED BY MR. CARNEY, 30 FEET EAST OF THE PROJECTED
 CO1139'PLANE OF THE EAST WALL OF THE HOUSE, 24 FEET NORTHEAST OF AN 18-INCH
 CO1139'PECAN TREE, 5 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 2 FEET
 CO1139'WEST OF A TELEPHONE CONNECTOR BOX, AND 1 FOOT SOUTH OF A METAL WITNESS
 CO1139'POST AND WOODEN FENCE.  IT IS A BENCH MARK DISK CRIMPED ON THE TOP OF
 CO1139'A 3.5-FOOT SECTION OF COPPER WELD ROD FASTENED TO A 10-INCH SQUARE
 CO1139'STEEL PLATE, ENCASED IN A 4-INCH ORANGEBURG PIPE, PROJECTING 4 INCHES.
 CO1139
 CO1139                          STATION RECOVERY (1983)
 CO1139
 CO1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO1139'RECOVERED IN GOOD CONDITION.  NOTE, DELETE IT IS 93 FEET WEST OF THE
 CO1139'CENTER OF THE SOUTHBOUND LANE OF THE HIGHWAY, ADD, 27.95 METERS
 CO1139'(91.7 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 CO1139'HIGHWAY.  DELETE, 1 FOOT SOUTH OF A METAL WITNESS POST AND WOODEN
 CO1139'FENCE, ADD, 0.15 METER (0.5 FT) SOUTH OF A METAL WITNESS POST.
 CO1139'DELETE, IT IS A BENCH MARK DISK CRIMPED ON THE TOP OF A 3.5 FOOT
 CO1139'SECTION OF COPPER WELD ROD FASTENED TO A 10-INCH SQUARE STEEL PLATE,
 CO1139'ENCASED IN A 4 INCH ORANGEBURGE PIPE, PROJECTING 4 INCHES, ADD, IT IS
 CO1139'A PRECAST CONCRETE POST.
 CO1139
 CO1139                          STATION RECOVERY (1990)
 CO1139
 CO1139'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1139'MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF MERIDIAN, ON THE
 CO1139'NORTHEAST R.O.W. OF U.S. HIGHWAY 45, 7.5 MI (12.1 KM) SOUTHWEST OF
 CO1139'LAUDERDALE, 3.3 MI (5.3 KM) NORTHEAST OF MARION AND IS IN SECTION 12,
 CO1139'T 7N, R 16E.
 CO1139'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS BRIDGE OVER OLD U.S. HIGHWAY
 CO1139'45, AT THE NORTH EDGE OF MARION, GO NORTHEAST ON U.S. HIGHWAY 45 FOR
 CO1139'0.9 MI (1.4 KM) TO A BRICK HOUSE AND THE MARK ON THE LEFT.
 CO1139'MARK IS A BENCH MARK DISK CRIMPED ON THE TOP OF A 3.5 FT (1.1 M)
 CO1139'SECTION OF COPPER WELD ROD FASTENED TO A 10-INCH SQUARE STEEL PLATE,
 CO1139'ENCASED IN A 4 INCH ORANGEBUREGE PIPE, ABOUT 2 FT (0.6 M) ABOVE THE
 CO1139'LEVEL OF THE HIGHWAY, PROJECTING 4 INCHES. IT IS 130 FT (39.6 M) EAST
 CO1139'NORTHEAST OF THE EAST CORNER OF A BRICK HOUSE, 92 FT (28.0 M)
 CO1139'NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 45, 87.5 FT
 CO1139'(26.7 M) SOUTHWEST OF A FENCE CORNER, 46.5 FT (14.2 M) SOUTHEAST OF A
 CO1139'22 INCH OAK, 30 FT (9.1 M) SOUTHEAST OF THE PROJECTED PLANE OF THE
 CO1139'SOUTHEAST WALL OF THE BRICK HOUSE, 24 FT (7.3 M) EAST OF AN 18 INCH
 CO1139'PECAN, 5 FT (1.5 M) NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 2.5
 CO1139'FT (0.8 M) NORTHWEST OF A TELEPHONE CABLE P E D, 0.5 FT (0.2 M)
 CO1139'SOUTHWEST OF A METAL WITNESS POST AND IS UNDER A WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0609 ***********************************************************************
 CO0609  DESIGNATION -  45 V 54
 CO0609  PID         -  CO0609
 CO0609  STATE/COUNTY-  MS/LAUDERDALE
 CO0609  USGS QUAD   -  TOOMSUBA (1982)
 CO0609
 CO0609                         *CURRENT SURVEY CONTROL
 CO0609  ___________________________________________________________________
 CO0609* NAD 83(1986)-  32 28 31.     (N)    088 36 15.     (W)     SCALED    
 CO0609* NAVD 88     -       136.040  (meters)     446.32   (feet)  ADJUSTED  
 CO0609  ___________________________________________________________________
 CO0609  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CO0609  DYNAMIC HT  -         135.882 (meters)     445.81  (feet)  COMP
 CO0609  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CO0609
 CO0609  VERT ORDER  -  SECOND    CLASS 0
 CO0609
 CO0609.The horizontal coordinates were scaled from a topographic map and have
 CO0609.an estimated accuracy of +/- 6 seconds.
 CO0609
 CO0609.The orthometric height was determined by differential leveling
 CO0609.and adjusted in June 1991.
 CO0609
 CO0609.The geoid height was determined by GEOID03.
 CO0609
 CO0609.The dynamic height is computed by dividing the NAVD 88
 CO0609.geopotential number by the normal gravity value computed on the
 CO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0609.degrees latitude (g = 980.6199 gals.).
 CO0609
 CO0609.The modeled gravity was interpolated from observed gravity values.
 CO0609
 CO0609;                    North         East    Units  Estimated Accuracy
 CO0609;SPC MS E     -   329,870.      321,540.      MT  (+/- 180 meters Scaled)
 CO0609
 CO0609                          SUPERSEDED SURVEY CONTROL
 CO0609
 CO0609  NGVD 29 (??/??/92)  136.018  (m)          446.25   (f) ADJ UNCH    2 0
 CO0609
 CO0609.Superseded values are not recommended for survey control.
 CO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0609.See file dsdata.txt to determine how the superseded data were derived.
 CO0609
 CO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA492942(NAD 83)
 CO0609_MARKER: DD = SURVEY DISK
 CO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0609_STAMPING: BM 45V-54 1961
 CO0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0609+STABILITY: SURFACE MOTION
 CO0609
 CO0609  HISTORY     - Date     Condition        Report By
 CO0609  HISTORY     - 1961     MONUMENTED       MSHD
 CO0609  HISTORY     - 1970     MARK NOT FOUND   USGS
 CO0609
 CO0609                          STATION DESCRIPTION
 CO0609
 CO0609'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0609'6.0 MI SW FROM LAUDERDALE.
 CO0609'LOCATED ABOUT 6 MILES SOUTHWEST OF LAUDERDALE, ALONG U.S. HIGHWAY 45,
 CO0609'IN THE SOUTHWEST ANGLE OF AN INTERSECTION FORMED BY A GRAVEL ROAD
 CO0609'CROSSING THE HIGHWAY.  TO REACH FROM THE RAILROAD DEPOT IN LAUDERDALE
 CO0609'GO WEST ON AN ASPHALT ROAD FOR 0.15 MILE TO THE JUNCTION OF U.S.
 CO0609'HIGHWAY 45, TURN LEFT, SOUTHWEST, ON HIGHWAY 45 FOR 6.0 MILES TO THE
 CO0609'GRAVEL ROAD CROSSING AND THE MARK ON THE RIGHT.  THE MARK IS A
 CO0609'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-54 1961, SET IN
 CO0609'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 CO0609'48 FEET NORTHWEST OF THE CENTER OF HIGHWAY 45, 23 FEET SOUTHWEST OF
 CO0609'THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 9 FEET SOUTHWEST OF A METAL
 CO0609'STOP SIGN, 1.9 FEET EAST-SOUTHEAST OF A FENCE CORNER AND 1.8 FEET
 CO0609'SOUTH OF A METAL WITNESS POST.
 CO0609
 CO0609                          STATION RECOVERY (1970)
 CO0609
 CO0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CO0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0610 ***********************************************************************
 CO0610  DESIGNATION -  45 V 54 RESET
 CO0610  PID         -  CO0610
 CO0610  STATE/COUNTY-  MS/LAUDERDALE
 CO0610  USGS QUAD   -  TOOMSUBA (1982)
 CO0610
 CO0610                         *CURRENT SURVEY CONTROL
 CO0610  ___________________________________________________________________
 CO0610* NAD 83(1986)-  32 28 34.     (N)    088 36 19.     (W)     SCALED    
 CO0610* NAVD 88     -       136.258  (meters)     447.04   (feet)  ADJUSTED  
 CO0610  ___________________________________________________________________
 CO0610  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CO0610  DYNAMIC HT  -         136.099 (meters)     446.52  (feet)  COMP
 CO0610  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CO0610
 CO0610  VERT ORDER  -  FIRST     CLASS II
 CO0610
 CO0610.The horizontal coordinates were scaled from a topographic map and have
 CO0610.an estimated accuracy of +/- 6 seconds.
 CO0610
 CO0610.The orthometric height was determined by differential leveling
 CO0610.and adjusted in June 1991.
 CO0610
 CO0610.The geoid height was determined by GEOID03.
 CO0610
 CO0610.The dynamic height is computed by dividing the NAVD 88
 CO0610.geopotential number by the normal gravity value computed on the
 CO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0610.degrees latitude (g = 980.6199 gals.).
 CO0610
 CO0610.The modeled gravity was interpolated from observed gravity values.
 CO0610
 CO0610;                    North         East    Units  Estimated Accuracy
 CO0610;SPC MS E     -   329,970.      321,440.      MT  (+/- 180 meters Scaled)
 CO0610
 CO0610                          SUPERSEDED SURVEY CONTROL
 CO0610
 CO0610.No superseded survey control is available for this station.
 CO0610
 CO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA491943(NAD 83)
 CO0610_MARKER: DD = SURVEY DISK
 CO0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0610_SP_SET: CONCRETE POST
 CO0610_STAMPING: BM 45 V 54 1961 RESET 1967
 CO0610_MARK LOGO: MSHD  
 CO0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0610+STABILITY: SURFACE MOTION
 CO0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0610+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 CO0610
 CO0610  HISTORY     - Date     Condition        Report By
 CO0610  HISTORY     - 1967     MONUMENTED       CGS
 CO0610  HISTORY     - 1983     POOR             NGS
 CO0610  HISTORY     - 19900403 GOOD             MSHD
 CO0610
 CO0610                          STATION DESCRIPTION
 CO0610
 CO0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CO0610'6.0 MI SW FROM LAUDERDALE.
 CO0610'LOCATED 6.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE RAILROAD
 CO0610'DEPOT IN LAUDERDALE, 263 FEET SW OF THE CENTER OF THE CROSSROAD, 51
 CO0610'FEET NW OF THE CENTER OF THE HIGHWAY, 33 FEET NORTHEAST OF A PINE TREE
 CO0610'IN A FENCE LINE, 1 FOOT SOUTHEAST OF A FENCE LINE, AND 1 FOOT SOUTH OF
 CO0610'A METAL WITNESS POST.  IT IS A MISSISSIPPI STATE HIGHWAY AND COAST AND
 CO0610'GEODETIC SURVEY DISK, STAMPED BM 45 V 54 1961 RESET 1967, PROJECTING 4
 CO0610'INCHES.
 CO0610
 CO0610                          STATION RECOVERY (1983)
 CO0610
 CO0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0610'RECOVERED IN POOR CONDITION, LOOSE IN GROUND.  NEW DESCRIPTION
 CO0610'FOLLOWS.  10.0 KM (6.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 45 SOUTHBOUND
 CO0610'FROM THE POST OFFICE IN LAUDERDALE, AT A CROSSROAD, 80.16 METERS
 CO0610'(263.0 FT) SOUTHWEST OF THE CENTER OF THE CROSSROAD AND THE SOUTHBOUND
 CO0610'LANE OF THE HIGHWAY, 15.54 METERS (51.0 FT) NORTHWEST OF THE
 CO0610'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 10.05 METERS
 CO0610'(33.0 FT) NORTHEAST OF A PINE TREE IN A FENCE LINE, AND 0.30 METERS
 CO0610'(1.0 FT) SOUTHEAST OF A FENCE LINE.
 CO0610'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CO0610'THE MARK IS 0.3 M BELOW HIGHWAY.
 CO0610
 CO0610                          STATION RECOVERY (1990)
 CO0610
 CO0610'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0610'(NOTE) MARK WAS REPORTED TO BE UNSTEADY IN 1983 BUT APPEARS TO BE
 CO0610'SOLID AT THIS TIME. MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST
 CO0610'OF MERIDIAN, ON THE NORTHWEST R.O.W. OF U.S. HIGHWAY 45, IN THE WEST
 CO0610'ANGLE OF A CROSSROAD, 6.2 MI (10.0 KM) SOUTHWEST OF LAUDERDALE, 4.5
 CO0610'MI (7.2 KM) NORTHEAST OF MARION AND IS IN SECTION 6, T 7N, R 17E.
 CO0610'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS BRIDGE OVER OLD US HIGHWAY
 CO0610'45, AT THE END OF THE BYPASS, NEAR THE NORTHEAST EDGE OF MARION, GO
 CO0610'NORTHEAST ON U.S. HIGHWAY 45 FOR 3.65 MI (5.87 KM) TO THE CROSSING OF
 CO0610'RUSSELL TIPTON ROAD AND THE MARK ON THE LEFT.
 CO0610'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 1
 CO0610'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 8 INCHES, 238
 CO0610'FT (72.5 M) WEST OF THE CENTER OF A PAVED ROAD, 127 FT (38.7 M)
 CO0610'NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 45, 63.3 FT
 CO0610'(19.3 M) WEST SOUTHWEST OF A POWER POLE WITH GUY WIRES, 1 FT (0.3 M)
 CO0610'SOUTHWEST OF A METAL WITNESS POST AND 0.8 FT (0.2 M) SOUTHEAST OF A
 CO0610'CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0611 ***********************************************************************
 CO0611  DESIGNATION -  45 V 55 MSHD
 CO0611  PID         -  CO0611
 CO0611  STATE/COUNTY-  MS/LAUDERDALE
 CO0611  USGS QUAD   -  TOOMSUBA (1982)
 CO0611
 CO0611                         *CURRENT SURVEY CONTROL
 CO0611  ___________________________________________________________________
 CO0611* NAD 83(1986)-  32 29 07.     (N)    088 35 29.     (W)     SCALED    
 CO0611* NAVD 88     -       119.897  (meters)     393.36   (feet)  ADJUSTED  
 CO0611  ___________________________________________________________________
 CO0611  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CO0611  DYNAMIC HT  -         119.757 (meters)     392.90  (feet)  COMP
 CO0611  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CO0611
 CO0611  VERT ORDER  -  SECOND    CLASS 0
 CO0611
 CO0611.The horizontal coordinates were scaled from a topographic map and have
 CO0611.an estimated accuracy of +/- 6 seconds.
 CO0611
 CO0611.The orthometric height was determined by differential leveling
 CO0611.and adjusted in June 1991.
 CO0611
 CO0611.The geoid height was determined by GEOID03.
 CO0611
 CO0611.The dynamic height is computed by dividing the NAVD 88
 CO0611.geopotential number by the normal gravity value computed on the
 CO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0611.degrees latitude (g = 980.6199 gals.).
 CO0611
 CO0611.The modeled gravity was interpolated from observed gravity values.
 CO0611
 CO0611;                    North         East    Units  Estimated Accuracy
 CO0611;SPC MS E     -   330,990.      322,740.      MT  (+/- 180 meters Scaled)
 CO0611
 CO0611                          SUPERSEDED SURVEY CONTROL
 CO0611
 CO0611  NGVD 29 (??/??/92)  119.871  (m)          393.28   (f) ADJ UNCH    2 0
 CO0611
 CO0611.Superseded values are not recommended for survey control.
 CO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0611.See file dsdata.txt to determine how the superseded data were derived.
 CO0611
 CO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA504953(NAD 83)
 CO0611_MARKER: DD = SURVEY DISK
 CO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0611_STAMPING: BM 45V-55 1961
 CO0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0611+STABILITY: SURFACE MOTION
 CO0611
 CO0611  HISTORY     - Date     Condition        Report By
 CO0611  HISTORY     - 1961     MONUMENTED       MSHD
 CO0611  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0611
 CO0611                          STATION DESCRIPTION
 CO0611
 CO0611'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0611'5.0 MI SW FROM LAUDERDALE.
 CO0611'LOCATED ABOUT 5 MILES SOUTHWEST OF LAUDERDALE, ALONG U.S. HIGHWAY 45,
 CO0611'ON THE NORTHWEST SIDE OF THE HIGHWAY AT A POWERLINE CROSSING.  THE
 CO0611'MARK IS ABOUT 8 FEET ABOVE THE HIGHWAY.  TO REACH FROM THE RAILROAD
 CO0611'DEPOT IN LAUDERDALE, GO WEST ON AN ASPHALT ROAD FOR 0.15 MILE TO THE
 CO0611'JUNCTION OF U.S. HIGHWAY 45, TURN LEFT, SOUTHWEST, ON HIGHWAY 45 FOR 5
 CO0611'MILES TO THE TOP OF A HIGH RIDGE, POWERLINE CROSSING AND THE MARK ON
 CO0611'THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK,
 CO0611'STAMPED BM 45V-55 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 CO0611'POST, PROJECTING 4 INCHES.  IT IS 43.8 FEET NORTHWEST OF THE CENTER OF
 CO0611'THE HIGHWAY, 24.4 FEET SOUTHEAST OF A 16-INCH PINE TREE, 21.5 FEET
 CO0611'EAST-NORTHEAST OF A 10-INCH PINE TREE, 1.9 FEET NORTHEAST OF A METAL
 CO0611'WITNESS POST, AND 1.4 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE.
 CO0611
 CO0611                          STATION RECOVERY (1983)
 CO0611
 CO0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0611'SEARCHED FOR, BUT NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0636 ***********************************************************************
 CO0636  DESIGNATION -  45 V 56
 CO0636  PID         -  CO0636
 CO0636  STATE/COUNTY-  MS/LAUDERDALE
 CO0636  USGS QUAD   -  LAUDERDALE (1985)
 CO0636
 CO0636                         *CURRENT SURVEY CONTROL
 CO0636  ___________________________________________________________________
 CO0636* NAD 83(1986)-  32 30 18.     (N)    088 33 42.     (W)     SCALED    
 CO0636* NAVD 88     -        81.237  (meters)     266.53   (feet)  ADJUSTED  
 CO0636  ___________________________________________________________________
 CO0636  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CO0636  DYNAMIC HT  -          81.142 (meters)     266.21  (feet)  COMP
 CO0636  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 CO0636
 CO0636  VERT ORDER  -  FIRST     CLASS II
 CO0636
 CO0636.The horizontal coordinates were scaled from a topographic map and have
 CO0636.an estimated accuracy of +/- 6 seconds.
 CO0636
 CO0636.The orthometric height was determined by differential leveling
 CO0636.and adjusted in June 1991.
 CO0636
 CO0636.The geoid height was determined by GEOID03.
 CO0636
 CO0636.The dynamic height is computed by dividing the NAVD 88
 CO0636.geopotential number by the normal gravity value computed on the
 CO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0636.degrees latitude (g = 980.6199 gals.).
 CO0636
 CO0636.The modeled gravity was interpolated from observed gravity values.
 CO0636
 CO0636;                    North         East    Units  Estimated Accuracy
 CO0636;SPC MS E     -   333,180.      325,530.      MT  (+/- 180 meters Scaled)
 CO0636
 CO0636                          SUPERSEDED SURVEY CONTROL
 CO0636
 CO0636  NGVD 29 (??/??/92)   81.225  (m)          266.49   (f) ADJ UNCH    1 2
 CO0636
 CO0636.Superseded values are not recommended for survey control.
 CO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0636.See file dsdata.txt to determine how the superseded data were derived.
 CO0636
 CO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA532974(NAD 83)
 CO0636_MARKER: DD = SURVEY DISK
 CO0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0636_SP_SET: CONCRETE POST
 CO0636_STAMPING: BM 45V-56 1961
 CO0636_MARK LOGO: MSHD  
 CO0636_PROJECTION: PROJECTING 12 CENTIMETERS
 CO0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0636+STABILITY: SURFACE MOTION
 CO0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0636+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 CO0636
 CO0636  HISTORY     - Date     Condition        Report By
 CO0636  HISTORY     - 1961     MONUMENTED       MSHD
 CO0636  HISTORY     - 1983     GOOD             NGS
 CO0636  HISTORY     - 19900516 POOR             MSHD
 CO0636
 CO0636                          STATION DESCRIPTION
 CO0636
 CO0636'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0636'2.8 MI SW FROM LAUDERDALE.
 CO0636'LOCATED ABOUT 2.8 MILES SOUTHWEST OF LAUDERDALE, ALONG U.S. HIGHWAY
 CO0636'45, ACROSS THE HIGHWAY FROM EDMONSONS GROCERY AND ON THE HIGHWAY
 CO0636'RIGHT-OF-WAY.  TO REACH FROM THE RAILROAD DEPOT IN LAUDERDALE, GO WEST
 CO0636'ON AN ASPHALT ROAD FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 45,
 CO0636'TURN LEFT, SOUTHWEST, ON HIGHWAY 45 FOR 2.8 MILES TO THE GROCERY STORE
 CO0636'ON THE LEFT AND MARK ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC
 CO0636'AND GS BRONZE DISK, STAMPED BM 45V-56 1961, SET IN THE TOP OF A
 CO0636'12-INCH SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 50 FEET
 CO0636'NORTHWEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 27.5 FEET
 CO0636'NORTHEAST OF A WOODEN GATE, 9.8 FEET EAST-NORTHEAST OF A FENCE CORNER,
 CO0636'3.2 FEET NORTHWEST OF A POWERLINE POLE, AND 2.5 FEET SOUTHWEST OF A
 CO0636'METAL WITNESS POST.
 CO0636
 CO0636                          STATION RECOVERY (1983)
 CO0636
 CO0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0636'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM
 CO0636'(2.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 45 SOUTHBOUND FROM THE POST
 CO0636'OFFICE IN LAUDERDALE, AT A METAL GATE AND PASTURE ENTRANCE LEADING
 CO0636'NORTHWEST, 39.31 METERS (129.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 CO0636'SOUTHBOUND LANE OF THE HIGHWAY, 12.64 METERS (41.5 FT) NORTHEAST OF
 CO0636'THE CENTER OF A METAL FRAME WIRE GATE, AND 0.15 METERS (0.5 FT)
 CO0636'SOUTHEAST OF A FENCE LINE.
 CO0636'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 CO0636'THE MARK IS 0.6 M BELOW HIGHWAY.
 CO0636
 CO0636                          STATION RECOVERY (1990)
 CO0636
 CO0636'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0636'(NOTH) THE MARK WAS FOUND TO BE LEANING SLIGHTLY TO THE SOUTHWEST AND
 CO0636'SHOULD BE USED WITH CAUTION. MARK IS LOCATED ABOUT 3 MI (4.8 KM)
 CO0636'SOUTHWEST OF LAUDERDALE ON THE NORTHWEST R.O.W. OF U.S. HIGHWAY 45,
 CO0636'0.15 MI (0.24 KM) SOUTHWEST OF ETHEL-CLAYTON ROAD, 7.8 MI (12.6 KM)
 CO0636'NORTHEAST OF MARION AND IS IN SECTION 28, T 8N, R 17E.
 CO0636'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0636'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO SOUTHWEST ON U.S.
 CO0636'HIGHWAY 45 FOR 2.85 MI (4.59 KM) TO A PASTURE ROAD AND THE MARK ON
 CO0636'THE RIGHT.
 CO0636'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 CO0636'LEVEL WITH THE HIGHWAY, PROJECTING 2 INCHES, 129 FT (39.3 M)
 CO0636'NORTHWEST OF THE CENTER OF THE SOUTH BNOUND LANE OF HIGHWAY 45, 47 FT
 CO0636'(14.3 M) NORTHEAST OF THE CENTER OF A GATE, 5 FT (1.5 M) SOUTHEAST OF
 CO0636'A POWER POLE, 3 FT (0.9 M) SOUTHWEST OF A METAL WITNESS POST AND 0.8
 CO0636'FT (0.2 M) SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0637 ***********************************************************************
 CO0637  DESIGNATION -  45 V 57
 CO0637  PID         -  CO0637
 CO0637  STATE/COUNTY-  MS/LAUDERDALE
 CO0637  USGS QUAD   -  LAUDERDALE (1985)
 CO0637
 CO0637                         *CURRENT SURVEY CONTROL
 CO0637  ___________________________________________________________________
 CO0637* NAD 83(1986)-  32 30 59.     (N)    088 32 05.     (W)     SCALED    
 CO0637* NAVD 88     -        87.487  (meters)     287.03   (feet)  ADJUSTED  
 CO0637  ___________________________________________________________________
 CO0637  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CO0637  DYNAMIC HT  -          87.385 (meters)     286.70  (feet)  COMP
 CO0637  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 CO0637
 CO0637  VERT ORDER  -  FIRST     CLASS II
 CO0637
 CO0637.The horizontal coordinates were scaled from a topographic map and have
 CO0637.an estimated accuracy of +/- 6 seconds.
 CO0637
 CO0637.The orthometric height was determined by differential leveling
 CO0637.and adjusted in June 1991.
 CO0637
 CO0637.The geoid height was determined by GEOID03.
 CO0637
 CO0637.The dynamic height is computed by dividing the NAVD 88
 CO0637.geopotential number by the normal gravity value computed on the
 CO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0637.degrees latitude (g = 980.6199 gals.).
 CO0637
 CO0637.The modeled gravity was interpolated from observed gravity values.
 CO0637
 CO0637;                    North         East    Units  Estimated Accuracy
 CO0637;SPC MS E     -   334,450.      328,060.      MT  (+/- 180 meters Scaled)
 CO0637
 CO0637                          SUPERSEDED SURVEY CONTROL
 CO0637
 CO0637  NGVD 29 (??/??/92)   87.475  (m)          286.99   (f) ADJ UNCH    1 2
 CO0637
 CO0637.Superseded values are not recommended for survey control.
 CO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0637.See file dsdata.txt to determine how the superseded data were derived.
 CO0637
 CO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA558987(NAD 83)
 CO0637_MARKER: DD = SURVEY DISK
 CO0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0637_SP_SET: CONCRETE POST
 CO0637_STAMPING: BM 45V-57 1961
 CO0637_MARK LOGO: MSHD  
 CO0637_PROJECTION: RECESSED 12 CENTIMETERS
 CO0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0637+STABILITY: SURFACE MOTION
 CO0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0637+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 CO0637
 CO0637  HISTORY     - Date     Condition        Report By
 CO0637  HISTORY     - 1961     MONUMENTED       MSHD
 CO0637  HISTORY     - 1983     GOOD             NGS
 CO0637  HISTORY     - 19900404 GOOD             MSHD
 CO0637
 CO0637                          STATION DESCRIPTION
 CO0637
 CO0637'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0637'1.2 MI SW FROM LAUDERDALE.
 CO0637'LOCATED ABOUT 1.2 MILES SOUTHWEST OF LAUDERDALE, ALONG U.S. HIGHWAY
 CO0637'45, ON THE PROPERTY OF J. N. MCLEMORE AND IN THE FRONT YARD OF THE
 CO0637'MCLEMORES RESIDENCE.  TO REACH FROM THE RAILROAD DEPOT IN LAUDERDALE,
 CO0637'GO WEST ON AN ASPHALT ROAD FOR 0.15 MILE TO THE JUNCTION OF U.S.
 CO0637'HIGHWAY 45, TURN LEFT, SOUTHWEST, ON HIGHWAY 45 FOR 1.2 MILES TO AN
 CO0637'ASPHALT DRIVEWAY RIGHT, TURN RIGHT, NORTH, AND FOLLOW THE DRIVEWAY FOR
 CO0637'0.05 MILE TO THE NORTH SIDE OF A LARGE BRICK HOUSE AND THE MARK ON THE
 CO0637'LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK, STAMPED BM
 CO0637'45V-57 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, 4
 CO0637'INCHES BELOW THE GROUND SURFACE.  IT IS 56.6 FEET EAST OF THE
 CO0637'NORTHEAST CORNER OF A GARAGE, 44 FEET EAST-NORTHEAST OF THE NORTHWEST
 CO0637'CORNER OF THE GARAGE, 22 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 7
 CO0637'FEET NORTH OF A 14-INCH PINE TREE AND 1 FOOT NORTH OF A FLOWER BED.
 CO0637
 CO0637                          STATION RECOVERY (1983)
 CO0637
 CO0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0637'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 CO0637'(0.1 MI) SOUTHWEST ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0637'LAUDERDALE TO A CROSSOVER TO THE SOUTHBOUND LANE OF U.S. HIGHWAY 45,
 CO0637'THENCE 1.8 KM (1.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 45, THENCE 0.1 KM
 CO0637'(0.05 MI) NORTHWEST ALONG AN ASPHALT DRIVEWAY TO THE R.N. MCDLROY
 CO0637'RESIDENCE (LARGE BRICK HOME), SET IN THE LAWN AND ABOUT 0.12 METERS
 CO0637'(0.4 FT) BELOW THE GROUND SURFACE, 31.02 METERS (101.8 FT) WEST OF A
 CO0637'POWERLINE POLE WITH TWO GUY WIRES, 17.25 METERS (56.6 FT) EAST OF THE
 CO0637'NORTHWEST CORNER OF THE GARAGE, 13.41 METERS (44.0 FT) EAST-NORTHEAST
 CO0637'OF THE NORTHEAST CORNER OF THE GARAGE, AND 6.7 METERS (22.0 FT) SOUTH
 CO0637'OF THE CENTER OF THE ASPHALT DRIVEWAY.
 CO0637'THE MARK IS 21.1 METERS  SSW FROM A WITNESS POST.
 CO0637'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 CO0637
 CO0637                          STATION RECOVERY (1990)
 CO0637
 CO0637'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0637'MARK IS LOCATED ABOUT 14 MI (22.5 KM) NORTHEAST OF MERIDIAN, ON THE
 CO0637'LAWN OF A LARGE BRICK HOUSE, 1.3 MI (2.1 KM) WEST SOUTHWEST OF
 CO0637'LAUDERDALE AND IS IN THE SOUTHWEST CORNER OF SECTION 23, T 8N, R 17E.
 CO0637'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0637'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO SOUTHWEST ON U.S.
 CO0637'HIGHWAY 45 FOR 1.05 MI (1.69 KM) TO A BRICK HOUSE AND THE MARK ON THE
 CO0637'RIGHT.
 CO0637'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 3 INCHES
 CO0637'BELOW THE GROUND, 321.5 FT (98.0 M) NORTH OF THE CENTER OF THE SOUTH
 CO0637'BOUND LANE OF HIGHWAY 45, 242.5 FT (73.9 M) NORTH OF A CYCLONE FENCE,
 CO0637'203.7 FT (62.1 M) NORTH OF A 36 INCH OAK, 85.3 FT (26.0 M) SOUTHEAST
 CO0637'OF A POWER POLE WITH A TRANSFORMER, 69.5 FT (21.2 M) SOUTH SOUTHWEST
 CO0637'OF A CARSONITE WITNESS POST, 64.5 FT (19.7 M) SOUTHEAST OF THE CENTER
 CO0637'OF A T.V. ANTENA, 56.5 FT (17.2 M) SOUTHEAST OF THE NORTHEAST CORNER
 CO0637'OF THE GARAGE OF A BRICK HOUSE, 44 FT (13.4 M) EAST OF THE SOUTHEAST
 CO0637'CORNER OF THE GARAGE, 21 FT (6.4 M) SOUTH OF THE CENTER OF A PAVED
 CO0637'DRIVEWAY AND 10 FT (3.0 M) NORTH OF A 10 IN REDBUD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0644 ***********************************************************************
 CO0644  DESIGNATION -  45 V 58
 CO0644  PID         -  CO0644
 CO0644  STATE/COUNTY-  MS/LAUDERDALE
 CO0644  USGS QUAD   -  LAUDERDALE (1985)
 CO0644
 CO0644                         *CURRENT SURVEY CONTROL
 CO0644  ___________________________________________________________________
 CO0644* NAD 83(1986)-  32 33 01.     (N)    088 30 22.     (W)     SCALED    
 CO0644* NAVD 88     -        63.691  (meters)     208.96   (feet)  ADJUSTED  
 CO0644  ___________________________________________________________________
 CO0644  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CO0644  DYNAMIC HT  -          63.618 (meters)     208.72  (feet)  COMP
 CO0644  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CO0644
 CO0644  VERT ORDER  -  FIRST     CLASS II
 CO0644
 CO0644.The horizontal coordinates were scaled from a topographic map and have
 CO0644.an estimated accuracy of +/- 6 seconds.
 CO0644
 CO0644.The orthometric height was determined by differential leveling
 CO0644.and adjusted in June 1991.
 CO0644
 CO0644.The geoid height was determined by GEOID03.
 CO0644
 CO0644.The dynamic height is computed by dividing the NAVD 88
 CO0644.geopotential number by the normal gravity value computed on the
 CO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0644.degrees latitude (g = 980.6199 gals.).
 CO0644
 CO0644.The modeled gravity was interpolated from observed gravity values.
 CO0644
 CO0644;                    North         East    Units  Estimated Accuracy
 CO0644;SPC MS E     -   338,220.      330,730.      MT  (+/- 180 meters Scaled)
 CO0644
 CO0644                          SUPERSEDED SURVEY CONTROL
 CO0644
 CO0644  NGVD 29 (??/??/92)   63.681  (m)          208.93   (f) ADJ UNCH    1 2
 CO0644
 CO0644.Superseded values are not recommended for survey control.
 CO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0644.See file dsdata.txt to determine how the superseded data were derived.
 CO0644
 CO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB585024(NAD 83)
 CO0644_MARKER: DD = SURVEY DISK
 CO0644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0644_SP_SET: BRIDGE ABUTMENT
 CO0644_STAMPING: BM 45V-58 1961
 CO0644_MARK LOGO: MSHD  
 CO0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0644+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 CO0644
 CO0644  HISTORY     - Date     Condition        Report By
 CO0644  HISTORY     - 1961     MONUMENTED       MSHD
 CO0644  HISTORY     - 1983     GOOD             NGS
 CO0644  HISTORY     - 1985     GOOD             NGS
 CO0644  HISTORY     - 19900404 GOOD             MSHD
 CO0644
 CO0644                          STATION DESCRIPTION
 CO0644
 CO0644'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0644'2 MI N FROM LAUDERDALE.
 CO0644'THE MARK IS LOCATED ABOUT 2.0 MILES NORTH OF LAUDERDALE, ALONG AND ON
 CO0644'THE WEST SIDE OF U. S. HIGHWAY 45.  THE MARK IS REACHED FROM THE G.M.
 CO0644'AND O RAILROAD STATION IN LAUDERDALE BY GOING WEST ON AN EAST-WEST
 CO0644'PAVED ROAD JUST SOUTH OF THE STATION FOR 0.15 MILE TO U. S. HIGHWAY
 CO0644'45, TURN RIGHT, NORTH, FOR 2.05 MILES TO A CONCRETE BRIDGE OVER A
 CO0644'SMALL CREEK AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC
 CO0644'AND GS BRONZE DISK STAMPED BM 45 V- 58 1961 AND IS SET IN CEMENT IN A
 CO0644'DRILL HOLE FLUSH WITH THE BASE OF THE NORTH END OF THE WEST RAIL OF
 CO0644'THE BRIDGE.
 CO0644
 CO0644                          STATION RECOVERY (1983)
 CO0644
 CO0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0644'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0644'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0644'LAUDERDALE, THENCE 1.1 KM (0.7 MI) NORTH ALONG U.S. HIGHWAY 45, AT A
 CO0644'CONCRETE BRIDGE OVER REED CREEK, (NOTE, THIS IS PROPOSED TO BE THE
 CO0644'SOUTHBOUND LANE OF U.S. HIGHWAY 45), 4.26 METERS (14.0 FT) WEST OF THE
 CO0644'CENTERLINE OF THE HIGHWAY, 0.36 METERS (1.2 FT) EAST OF THE WEST FACE
 CO0644'OF THE NORTH ABUTMENT, AND 0.15 METERS (0.5 FT) SOUTH OF THE NORTH
 CO0644'FACE OF THE NORTH ABUTMENT.
 CO0644'THE MARK IS 0.3 M BELOW HIGHWAY.
 CO0644
 CO0644                          STATION RECOVERY (1985)
 CO0644
 CO0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CO0644'NOTE: NEW CONSTRUCTION FOR NORTH BOUND LANES OF HIGHWAY 45 IS NOW
 CO0644'UNDERWAY. THIS MARK WILL NOT BE DISTURBED BY THE CONSTRUCTION.
 CO0644
 CO0644                          STATION RECOVERY (1990)
 CO0644
 CO0644'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0644'MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF LAUDERDALE IN THE SOUTH
 CO0644'BOUND U.S. HIGHWAY 45 BRIDGE OVER BIG REED CREEK, 1.9 MI (3.1 KM)
 CO0644'SOUTH OF THE KEMPER-LAUDERDALE COUNTY LINE AND IS IN SECTION 12, T 8N,
 CO0644'R 17E.
 CO0644'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0644'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO NORTH ON U.S. HIGHWAY
 CO0644'45 FOR 2.25 MI (3.62 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.
 CO0644'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE BASE OF THE NORTH END
 CO0644'OF THE WEST RAIL OF THE CONCRETE BRIDGE, 14 FT (4.3 M) WEST OF THE
 CO0644'CENTER OF THE SOUTH BOUND LANE, 1.2 FT (0.4 M) EAST OF THE WEST FACE
 CO0644'OF THE ABUTMENT AND 0.5 FT (0.2 M) SOUTH OF THE NORTH FACE OF THE
 CO0644'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0645 ***********************************************************************
 CO0645  DESIGNATION -  45 V 59
 CO0645  PID         -  CO0645
 CO0645  STATE/COUNTY-  MS/LAUDERDALE
 CO0645  USGS QUAD   -  LAUDERDALE (1985)
 CO0645
 CO0645                         *CURRENT SURVEY CONTROL
 CO0645  ___________________________________________________________________
 CO0645* NAD 83(1986)-  32 33 50.     (N)    088 30 16.     (W)     SCALED    
 CO0645* NAVD 88     -        72.022  (meters)     236.29   (feet)  ADJUSTED  
 CO0645  ___________________________________________________________________
 CO0645  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CO0645  DYNAMIC HT  -          71.938 (meters)     236.02  (feet)  COMP
 CO0645  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CO0645
 CO0645  VERT ORDER  -  FIRST     CLASS II
 CO0645
 CO0645.The horizontal coordinates were scaled from a topographic map and have
 CO0645.an estimated accuracy of +/- 6 seconds.
 CO0645
 CO0645.The orthometric height was determined by differential leveling
 CO0645.and adjusted in June 1991.
 CO0645
 CO0645.The geoid height was determined by GEOID03.
 CO0645
 CO0645.The dynamic height is computed by dividing the NAVD 88
 CO0645.geopotential number by the normal gravity value computed on the
 CO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0645.degrees latitude (g = 980.6199 gals.).
 CO0645
 CO0645.The modeled gravity was interpolated from observed gravity values.
 CO0645
 CO0645;                    North         East    Units  Estimated Accuracy
 CO0645;SPC MS E     -   339,730.      330,890.      MT  (+/- 180 meters Scaled)
 CO0645
 CO0645                          SUPERSEDED SURVEY CONTROL
 CO0645
 CO0645  NGVD 29 (??/??/92)   72.011  (m)          236.26   (f) ADJ UNCH    1 2
 CO0645
 CO0645.Superseded values are not recommended for survey control.
 CO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0645.See file dsdata.txt to determine how the superseded data were derived.
 CO0645
 CO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB587039(NAD 83)
 CO0645_MARKER: DD = SURVEY DISK
 CO0645_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0645_SP_SET: BOX CULVERT
 CO0645_STAMPING: BM 45V-59 1961
 CO0645_MARK LOGO: MSHD  
 CO0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0645+STABILITY: SURFACE MOTION
 CO0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0645+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 CO0645
 CO0645  HISTORY     - Date     Condition        Report By
 CO0645  HISTORY     - 1961     MONUMENTED       MSHD
 CO0645  HISTORY     - 1983     GOOD             NGS
 CO0645  HISTORY     - 1985     GOOD             NGS
 CO0645  HISTORY     - 19900404 GOOD             MSHD
 CO0645
 CO0645                          STATION DESCRIPTION
 CO0645
 CO0645'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0645'3 MI N FROM LAUDERDALE.
 CO0645'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF LAUDERDALE, ALONG AND ON
 CO0645'THE EAST SIDE OF U. S. HIGHWAY 45.  THE MARK IS REACHED FROM THE G.M.
 CO0645'AND O RAILROAD STATION IN LAUDERDALE BY GOING WEST ON AN EAST-WEST
 CO0645'PAVED ROAD JUST SOUTH OF THE STATION 0.15 MILE TO U. S. HIGHWAY 45,
 CO0645'TURN RIGHT, NORTH ON U. S. 45 FOR 2.95 MILES TO THE MARK ON THE RIGHT.
 CO0645'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45 V-
 CO0645'59 1961 AND IS SET FLUSH IN CEMENT IN A DRILL HOLE IN THE TOP OF THE
 CO0645'EAST CONCRETE HEADWALL OF A SMALL BOX CULVERT AND IS 18 FEET EAST OF
 CO0645'THE CENTER OF THE HIGHWAY.
 CO0645
 CO0645                          STATION RECOVERY (1983)
 CO0645
 CO0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0645'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0645'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0645'LAUDERDALE, THENCE 2.8 KM (1.75 MI) NORTH ALONG U.S. HIGHWAY 45, AT A
 CO0645'CONCRETE CULVERT AT THE BOTTOM OF A HILL, SET IN TOP OF THE SOUTH END
 CO0645'OF THE EAST HEADWALL, 7.65 METERS (25.1 FT) EAST OF THE CENTERLINE,
 CO0645'AND 0.18 METERS (0.6 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL.
 CO0645'NOTE, THIS HIGHWAY IS PROPOSED TO BE THE NEW SOUTHBOUND LANE OF U.S.
 CO0645'HIGHWAY 45, THIS BENCH MARK WILL BE IN THE MEDIAN OR POSSIBLY
 CO0645'DESTROYED WHEN HIGHWAY CONSTRUCTION IS COMPLETED.
 CO0645'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 CO0645'THE MARK IS 0.6 M BELOW HIGHWAY.
 CO0645
 CO0645                          STATION RECOVERY (1985)
 CO0645
 CO0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CO0645'NOTE: NEW CONSTRUCTION FOR NORTH BOUNDS LANES OF HIGHWAYS 45 IS NOW
 CO0645'UNDERWAY. THIS MARK WILL NOT BE DISTURBED BY CONSTRUCTION.
 CO0645
 CO0645                          STATION RECOVERY (1990)
 CO0645
 CO0645'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0645'MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF LAUDERDALE IN A CULVERT
 CO0645'UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 45, 0.9 MI (1.4 KM) SOUTH
 CO0645'OF THE KEMPER-LAUDERDALE COUNTY LINE AND IS IN SECTION 1, T 8N, R
 CO0645'17E.
 CO0645'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0645'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO NORTHEAST ON U.S.
 CO0645'HIGHWAY 45 FOR 3.2 MI (5.1 KM) TO THE MARK ON THE LEFT.
 CO0645'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST
 CO0645'HEADWALL OF A BOX CULVERT, 25 FT (7.6 M) EAST OF THE CENTER OF THE
 CO0645'SOUTH BOUND LANE OF HIGHWAY 45 AND 0.6 FT (0.2 M) NORTH OF THE SOUTH
 CO0645'END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0395 ***********************************************************************
 BV0395  DESIGNATION -  45 V 6
 BV0395  PID         -  BV0395
 BV0395  STATE/COUNTY-  MS/WAYNE
 BV0395  USGS QUAD   -  BUCKATUNNA (1982)
 BV0395
 BV0395                         *CURRENT SURVEY CONTROL
 BV0395  ___________________________________________________________________
 BV0395* NAD 83(1986)-  31 35 37.     (N)    088 33 06.     (W)     SCALED    
 BV0395* NAVD 88     -        52.121  (meters)     171.00   (feet)  ADJUSTED  
 BV0395  ___________________________________________________________________
 BV0395  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0395  DYNAMIC HT  -          52.059 (meters)     170.80  (feet)  COMP
 BV0395  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 BV0395
 BV0395  VERT ORDER  -  FIRST     CLASS II
 BV0395
 BV0395.The horizontal coordinates were scaled from a topographic map and have
 BV0395.an estimated accuracy of +/- 6 seconds.
 BV0395
 BV0395.The orthometric height was determined by differential leveling
 BV0395.and adjusted in June 1991.
 BV0395.WARNING-Repeat measurements at this control monument indicate possible
 BV0395.vertical movement.
 BV0395
 BV0395.The geoid height was determined by GEOID03.
 BV0395
 BV0395.The dynamic height is computed by dividing the NAVD 88
 BV0395.geopotential number by the normal gravity value computed on the
 BV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0395.degrees latitude (g = 980.6199 gals.).
 BV0395
 BV0395.The modeled gravity was interpolated from observed gravity values.
 BV0395
 BV0395;                    North         East    Units  Estimated Accuracy
 BV0395;SPC MS E     -   232,120.      326,730.      MT  (+/- 180 meters Scaled)
 BV0395
 BV0395                          SUPERSEDED SURVEY CONTROL
 BV0395
 BV0395  NGVD 29 (??/??/??)   52.094  (m)          170.91   (f) ADJUSTED    1 2
 BV0395
 BV0395.Superseded values are not recommended for survey control.
 BV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0395.See file dsdata.txt to determine how the superseded data were derived.
 BV0395
 BV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV527964(NAD 83)
 BV0395_MARKER: DD = SURVEY DISK
 BV0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0395_SP_SET: CONCRETE POST
 BV0395_STAMPING: BM 45V-6 1961
 BV0395_MARK LOGO: MSHD  
 BV0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0395+STABILITY: SURFACE MOTION
 BV0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0395+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0395
 BV0395  HISTORY     - Date     Condition        Report By
 BV0395  HISTORY     - 1961     MONUMENTED       MSHD
 BV0395  HISTORY     - 1964     GOOD             USGS
 BV0395  HISTORY     - 1980     GOOD             NGS
 BV0395  HISTORY     - 19910725 GOOD             MSHD
 BV0395
 BV0395                          STATION DESCRIPTION
 BV0395
 BV0395'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0395'4 MI N FROM BUCKATUNNA.
 BV0395'THE MARK IS LOCATED ABOUT 4 MILES NORTH OF BUCKATUNNA ON THE EAST SIDE
 BV0395'OF U.S. HIGHWAY 45 AND ON HIGHWAY RIGHT-OF-WAY.  THE MARK IS REACHED
 BV0395'FROM THE INTERSECTION OF A PAVED ROAD AND U.S. 45 AT THE EAST EDGE OF
 BV0395'BUCKATUNNA AT A SIGN CHICORA BY GOING NORTH ON U.S. 45 FOR 3.9 MILES
 BV0395'TO CONCRETE BLOCK HOUSE ON THE LEFT AND THE MARK ON THE RIGHT. THE
 BV0395'MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-6 1961,
 BV0395'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 BV0395'IT IS 47 FEET EAST OF THE CENTERLINE OF U.S. 45, 20 FEET SOUTHWEST OF
 BV0395'A POWERLINE POLE, 2 FEET SOUTH OF A POWERLINE POLE GUY WIRE. A METAL
 BV0395'WITNESS SIGNPOST WAS SET 2 FEET WEST OF THE MARK.
 BV0395
 BV0395                          STATION RECOVERY (1964)
 BV0395
 BV0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BV0395'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 BV0395'2 FEET EAST OF A METAL WITNESS POST, 2 FEET ABOVE LEVEL OF HIGHWAY
 BV0395'AND PROJECTS 2 I
 BV0395
 BV0395                          STATION RECOVERY (1980)
 BV0395
 BV0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0395'NOTE-NEW POWER POLE AT THIS LOCATION.
 BV0395'OMIT-20 FEET SOUTHWEST OF A POWERLINE POLE.
 BV0395'ADD-21.5 FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER AND A
 BV0395'GUY WIRE, AND AT A POWERLINE CROSSING THE ROAD.
 BV0395
 BV0395                          STATION RECOVERY (1991)
 BV0395
 BV0395'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0395'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF BUCKATUNNA, ON
 BV0395'THE NORTHEAST R.O.W. OF U.S. HIGHWAY 45, 8.0 MI (12.9 KM) SOUTHEAST
 BV0395'OF WAYNESBORO AND IS IN SECTION 12, T 7N, R 6W.
 BV0395'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND CHICORA ROAD
 BV0395'JUST EAST OF THE POST OFFICE IN BUCKATUNNA, GO NORTHWEST OF U.S.
 BV0395'HIGHWAY 45 FOR 3.7 MI (6.0 KM) TO A CROSSROAD, CONTINUE NORTHWEST ON
 BV0395'U.S. HIGHWAY 45 FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT.
 BV0395'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0395'LEVEL WITH THE HIGHWAY, FLUSH WITH THE GROUND, 278.0 FT (84.7 M)
 BV0395'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING TO THE PINEVILLE
 BV0395'BAPTIST CHURCH, 55.5 FT (16.9 M) SOUTHWEST OF A 14 INCH OAK, 48.0 FT
 BV0395'(14.6 M) NORTHEAST OF THE CENTER OF HIGHWAY 45, 21.0 FT (6.4 M) SOUTH
 BV0395'OF A POWER POLE WITH A TRANSFORMER AND 1.0 FT (0.3 M) NORTHEAST OF A
 BV0395'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0650 ***********************************************************************
 CO0650  DESIGNATION -  45 V 60
 CO0650  PID         -  CO0650
 CO0650  STATE/COUNTY-  MS/LAUDERDALE
 CO0650  USGS QUAD   -  LAUDERDALE (1985)
 CO0650
 CO0650                         *CURRENT SURVEY CONTROL
 CO0650  ___________________________________________________________________
 CO0650* NAD 83(1986)-  32 34 39.     (N)    088 30 13.     (W)     SCALED    
 CO0650* NAVD 88     -       103.985  (meters)     341.16   (feet)  ADJUSTED  
 CO0650  ___________________________________________________________________
 CO0650  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CO0650  DYNAMIC HT  -         103.865 (meters)     340.76  (feet)  COMP
 CO0650  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 CO0650
 CO0650  VERT ORDER  -  FIRST     CLASS II
 CO0650
 CO0650.The horizontal coordinates were scaled from a topographic map and have
 CO0650.an estimated accuracy of +/- 6 seconds.
 CO0650
 CO0650.The orthometric height was determined by differential leveling
 CO0650.and adjusted in June 1991.
 CO0650
 CO0650.The geoid height was determined by GEOID03.
 CO0650
 CO0650.The dynamic height is computed by dividing the NAVD 88
 CO0650.geopotential number by the normal gravity value computed on the
 CO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0650.degrees latitude (g = 980.6199 gals.).
 CO0650
 CO0650.The modeled gravity was interpolated from observed gravity values.
 CO0650
 CO0650;                    North         East    Units  Estimated Accuracy
 CO0650;SPC MS E     -   341,230.      330,960.      MT  (+/- 180 meters Scaled)
 CO0650
 CO0650                          SUPERSEDED SURVEY CONTROL
 CO0650
 CO0650  NGVD 29 (??/??/92)  103.974  (m)          341.12   (f) ADJ UNCH    1 2
 CO0650
 CO0650.Superseded values are not recommended for survey control.
 CO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0650.See file dsdata.txt to determine how the superseded data were derived.
 CO0650
 CO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB588054(NAD 83)
 CO0650_MARKER: DD = SURVEY DISK
 CO0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0650_SP_SET: CONCRETE POST
 CO0650_STAMPING: BM 45V-60 1961
 CO0650_MARK LOGO: MSHD  
 CO0650_PROJECTION: FLUSH
 CO0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0650+STABILITY: SURFACE MOTION
 CO0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0650+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 CO0650
 CO0650  HISTORY     - Date     Condition        Report By
 CO0650  HISTORY     - 1961     MONUMENTED       MSHD
 CO0650  HISTORY     - 1983     GOOD             NGS
 CO0650  HISTORY     - 1985     GOOD             NGS
 CO0650  HISTORY     - 19900404 GOOD             MSHD
 CO0650
 CO0650                          STATION DESCRIPTION
 CO0650
 CO0650'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0650'4 MI N FROM LAUDERDALE.
 CO0650'THE MARK IS LOCATED ABOUT 4.0 MILES NORTH OF LAUDERDALE, AT THE
 CO0650'LAUDERDALE-KEMPER COUNTY LINE, ALONG AND ON THE WEST SIDE OF U. S.
 CO0650'HIGHWAY 45.  THE MARK IS REACHED FROM THE G.M. AND O RAILROAD STATION
 CO0650'IN LAUDERDALE BY GOING WEST ON AN EAST-WEST PAVED ROAD JUST SOUTH OF
 CO0650'THE STATION FOR 0.15 MILE TO U. S. HIGHWAY 45, TURN RIGHT, NORTH, FOR
 CO0650'4.05 MILES TO THE TOP OF A HILL AND A SIGN LEAVE LAUDERDALE CO. ENTER
 CO0650'KEMPER CO. AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC
 CO0650'AND GS BRONZE DISK STAMPED BM 45 V- 60 1961 AND IS SET IN THE TOP OF A
 CO0650'12 INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES.  IT IS 73 FEET
 CO0650'SOUTH OF THE CENTER OF A DIRT LANE, 60 FEET WEST OF THE CENTER OF U.
 CO0650'S. 45, 5 FEET SOUTHEAST OF THE MOST EASTERLY POLE SUPPORTING A 5 X 20
 CO0650'FT. SIGN ON AN 8 FOOT BANK AND 3 FEET EAST OF A FENCE CORNER.  A METAL
 CO0650'WITNESS SIGNPOST WAS SET 2 FEET NORTH OF THE MARK.
 CO0650
 CO0650                          STATION RECOVERY (1983)
 CO0650
 CO0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0650'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0650'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0650'LAUDERDALE, THENCE 4.2 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 45, AT
 CO0650'THE KEMPER-LAUDERDALE COUNTY LINE, ON TOP OF AN 8 FEET HIGH BANK ON
 CO0650'THE WEST SIDE OF THE HIGHWAY, 22.25 METERS (73.0 FT) SOUTH OF THE
 CO0650'CENTER OF A DIRT ROAD, AND 18.28 METERS (60.0 FT) WEST OF THE
 CO0650'CENTERLINE OF THE HIGHWAY.  NOTE, THIS HIGHWAY IS PROPOSED TO BE THE
 CO0650'NEW SOUTHBOUND LANE OF U.S. HIGHWAY 45.
 CO0650'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 CO0650'THE MARK IS 2.44 M ABOVE HIGHWAY.
 CO0650
 CO0650                          STATION RECOVERY (1985)
 CO0650
 CO0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CO0650'NOTE: CONSTRUCTION FOR NEW NORTH BOUND LANES OF HIGHWAY 45 IS NOW
 CO0650'UNDERWAY. THIS MARK WILL NOT BE DISTURBED BY CONSTRCTION.
 CO0650
 CO0650                          STATION RECOVERY (1990)
 CO0650
 CO0650'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0650'MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF LAUDERDALE ON THE WEST
 CO0650'R.O.W. OF U.S. HIGHWAY 45, JUST SOUTH OF THE KEMPER-LAUDERDALE COUNTY
 CO0650'LINE AND IS IN SECTION 1, T 8N R 17E.
 CO0650'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0650'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO NORTHEAST ON U.S.
 CO0650'HIGHWAY 45 FOR 4.2 MI (6.8 KM) TO THE MARK ON THE LEFT.
 CO0650'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0650'ABOUT 8 FT (2.4 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE
 CO0650'GROUND, 73 FT (22.3 M) SOUTH OF THE CENTER OF A DIRT ROAD, 60 FT
 CO0650'(18.3 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 45,
 CO0650'9.5 FT (2.9 M) NORTH OF A 10 INCH TWIN OAK AND 2.5 FT (0.8 M) SOUTH
 CO0650'SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1569 ***********************************************************************
 CO1569  DESIGNATION -  45 V 61 RESET
 CO1569  PID         -  CO1569
 CO1569  STATE/COUNTY-  MS/KEMPER
 CO1569  USGS QUAD   -  LAUDERDALE (1985)
 CO1569
 CO1569                         *CURRENT SURVEY CONTROL
 CO1569  ___________________________________________________________________
 CO1569* NAD 83(1986)-  32 35 30.     (N)    088 30 06.     (W)     SCALED    
 CO1569* NAVD 88     -        78.52   (meters)     257.6    (feet)  RESET     
 CO1569  ___________________________________________________________________
 CO1569  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CO1569  VERT ORDER  -  THIRD
 CO1569
 CO1569.The horizontal coordinates were scaled from a topographic map and have
 CO1569.an estimated accuracy of +/- 6 seconds.
 CO1569
 CO1569.The orthometric height was computed from unverified reset data.
 CO1569.No vertical observational check was made to the station.
 CO1569
 CO1569.The geoid height was determined by GEOID03.
 CO1569
 CO1569;                    North         East    Units  Estimated Accuracy
 CO1569;SPC MS E     -   342,810.      331,140.      MT  (+/- 180 meters Scaled)
 CO1569
 CO1569                          SUPERSEDED SURVEY CONTROL
 CO1569
 CO1569  NGVD 29 (08/12/04)   78.51   (m)          257.6    (f) RESET       3  
 CO1569
 CO1569.Superseded values are not recommended for survey control.
 CO1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1569.See file dsdata.txt to determine how the superseded data were derived.
 CO1569
 CO1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB590070(NAD 83)
 CO1569_MARKER: DB = BENCH MARK DISK
 CO1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1569_SP_SET: CONCRETE POST
 CO1569_STAMPING: 45 V 61 RESET 1985
 CO1569_MARK LOGO: NGS   
 CO1569_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1569+STABILITY: SURFACE MOTION
 CO1569
 CO1569  HISTORY     - Date     Condition        Report By
 CO1569  HISTORY     - 1985     MONUMENTED       NGS
 CO1569
 CO1569                          STATION DESCRIPTION
 CO1569
 CO1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CO1569'1.35 MI (2.17 KM) NORTH ALONG OLD HIGHWAY 4 FROM THE POST OFFICE IN
 CO1569'LAUDERDALE, THENCE 3.65 MI (5.87 KM) NORTH ALONG U.S. HIGHWAY 45 TO
 CO1569'MARK ON THE LEFT, 34.0 FT (10.4 M) WEST OF THE CENTER OF THE SOUTH
 CO1569'BOUND LANES OF HIGHWAY, 7.5 FT (2.3 M) SOUTH-SOUTHEAST OF A 20-INCH
 CO1569'PINE TREE, AND 5.0 FT (1.5 M) NORTH OF A 16-INCH PINE TREE, MARK
 CO1569'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1570 ***********************************************************************
 CO1570  DESIGNATION -  45 V 62 RESET
 CO1570  PID         -  CO1570
 CO1570  STATE/COUNTY-  MS/KEMPER
 CO1570  USGS QUAD   -  TAMOLA (1987)
 CO1570
 CO1570                         *CURRENT SURVEY CONTROL
 CO1570  ___________________________________________________________________
 CO1570* NAD 83(1986)-  32 36 16.     (N)    088 29 56.     (W)     SCALED    
 CO1570* NAVD 88     -        93.23   (meters)     305.9    (feet)  RESET     
 CO1570  ___________________________________________________________________
 CO1570  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CO1570  VERT ORDER  -  THIRD
 CO1570
 CO1570.The horizontal coordinates were scaled from a topographic map and have
 CO1570.an estimated accuracy of +/- 6 seconds.
 CO1570
 CO1570.The orthometric height was computed from unverified reset data.
 CO1570.No vertical observational check was made to the station.
 CO1570
 CO1570.The geoid height was determined by GEOID03.
 CO1570
 CO1570;                    North         East    Units  Estimated Accuracy
 CO1570;SPC MS E     -   344,220.      331,390.      MT  (+/- 180 meters Scaled)
 CO1570
 CO1570                          SUPERSEDED SURVEY CONTROL
 CO1570
 CO1570  NGVD 29 (08/12/04)   93.22   (m)          305.8    (f) RESET       3  
 CO1570
 CO1570.Superseded values are not recommended for survey control.
 CO1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1570.See file dsdata.txt to determine how the superseded data were derived.
 CO1570
 CO1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB593084(NAD 83)
 CO1570_MARKER: DB = BENCH MARK DISK
 CO1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1570_SP_SET: CONCRETE POST
 CO1570_STAMPING: 45 V 62 RESET 1985
 CO1570_MARK LOGO: NGS   
 CO1570_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1570+STABILITY: SURFACE MOTION
 CO1570
 CO1570  HISTORY     - Date     Condition        Report By
 CO1570  HISTORY     - 1985     MONUMENTED       NGS
 CO1570
 CO1570                          STATION DESCRIPTION
 CO1570
 CO1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CO1570'1.35 MI (2.17 KM) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN
 CO1570'LAUDERDALE, THENCE 4.55 MI (7.32 KM) NORTH ALONG U.S. HIGHWAY 45 TO A
 CO1570'SIDE ROAD ON THE RIGHT AND MARK ON THE LEFT, 53.0 FT (16.2 M) WEST OF
 CO1570'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY, 55.0 FT (16.8 M)
 CO1570'NORTH OF THE CENTER OF A WOODS ROAD, 9.3 FT (2.8 M) SOUTHEAST OF POWER
 CO1570'POLE NUMBER 443, AND 3.0 FT (0.9 M) WEST-NORTHWEST OF A CONCRETE
 CO1570'RIGHT-OF-WAY MARKER, MARK PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0235 ***********************************************************************
 CO0235  DESIGNATION -  45 V 63 MSHD
 CO0235  PID         -  CO0235
 CO0235  STATE/COUNTY-  MS/KEMPER
 CO0235  USGS QUAD   -  TAMOLA (1987)
 CO0235
 CO0235                         *CURRENT SURVEY CONTROL
 CO0235  ___________________________________________________________________
 CO0235* NAD 83(1986)-  32 37 10.     (N)    088 29 58.     (W)     SCALED    
 CO0235* NAVD 88     -        85.728  (meters)     281.26   (feet)  ADJUSTED  
 CO0235  ___________________________________________________________________
 CO0235  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CO0235  DYNAMIC HT  -          85.629 (meters)     280.93  (feet)  COMP
 CO0235  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CO0235
 CO0235  VERT ORDER  -  FIRST     CLASS II
 CO0235
 CO0235.The horizontal coordinates were scaled from a topographic map and have
 CO0235.an estimated accuracy of +/- 6 seconds.
 CO0235
 CO0235.The orthometric height was determined by differential leveling
 CO0235.and adjusted in June 1991.
 CO0235
 CO0235.The geoid height was determined by GEOID03.
 CO0235
 CO0235.The dynamic height is computed by dividing the NAVD 88
 CO0235.geopotential number by the normal gravity value computed on the
 CO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0235.degrees latitude (g = 980.6199 gals.).
 CO0235
 CO0235.The modeled gravity was interpolated from observed gravity values.
 CO0235
 CO0235;                    North         East    Units  Estimated Accuracy
 CO0235;SPC MS E     -   345,890.      331,340.      MT  (+/- 180 meters Scaled)
 CO0235
 CO0235                          SUPERSEDED SURVEY CONTROL
 CO0235
 CO0235  NGVD 29 (??/??/92)   85.695  (m)          281.15   (f) ADJ UNCH    1 2
 CO0235
 CO0235.Superseded values are not recommended for survey control.
 CO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0235.See file dsdata.txt to determine how the superseded data were derived.
 CO0235
 CO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB593100(NAD 83)
 CO0235_MARKER: DD = SURVEY DISK
 CO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0235_STAMPING: 45 V- 63 1961
 CO0235_MARK LOGO: MSHD  
 CO0235_PROJECTION: PROJECTING 10 CENTIMETERS
 CO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0235+STABILITY: SURFACE MOTION
 CO0235
 CO0235  HISTORY     - Date     Condition        Report By
 CO0235  HISTORY     - 1961     MONUMENTED       MSHD
 CO0235  HISTORY     - 1983     GOOD             NGS
 CO0235  HISTORY     - 1985     GOOD             NGS
 CO0235
 CO0235                          STATION DESCRIPTION
 CO0235
 CO0235'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0235'6.75 MI N FROM LAUDERDALE.
 CO0235'THE MARK IS ABOUT 6 3/4 MILES NORTH OF LAUDERDALE, ALONG AND ON THE
 CO0235'WEST SIDE OF U.S. HIGHWAY 45 AND ON THE EAST EDGE OF A HEAVILY WOODED
 CO0235'AREA.  THE MARK IS REACHED FROM THE G.M. AND O RAILROAD STATION IN
 CO0235'LAUDERDALE BY GOING WEST ON AN EAST-WEST PAVED ROAD JUST SOUTH OF THE
 CO0235'STATION FOR 0.15 MILE TO U. S. 45, TURN RIGHT, NORTH, FOR 4.05 MILES
 CO0235'TO THE LAUDERDALE-KEMPER COUNTY LINE, CONTINUE NORTH 2.9 MILES TO THE
 CO0235'MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK
 CO0235'STAMPED BM 45 V- 63 1961 AND IS SET IN THE TOP OF A 12 INCH SQUARE,
 CO0235'CONCRETE POST PROJECTING 4 INCHES.  IT IS 49 FEET WEST OF THE CENTER
 CO0235'OF U. S. 45, 36 FEET WEST OF THE NORTH END OF A WEST GUARD RAIL, 5
 CO0235'FEET WEST OF A RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF A 14 INCH OAK
 CO0235'TREE.  A METAL WITNESS SIGNPOST WAS SET 3 FEET NORTH OF THE MARK.
 CO0235
 CO0235                          STATION RECOVERY (1983)
 CO0235
 CO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0235'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0235'(1.35 MI) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN
 CO0235'LAUDERDALE, THENCE 9.0 KM (5.6 MI) NORTH ALONG U.S. HIGHWAY 45, AT
 CO0235'TELEPHONE POLE NUMBER 433 ON THE WEST SIDE OF THE HIGHWAY,
 CO0235'14.93 METERS (49.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CO0235'19.81 METERS (65.0 FT) NORTH OF TELEPHONE POLE NUMBER 433, 1.21 METERS
 CO0235'(4.0 FT) NORTH OF A 27-INCH DIAMETER OAK TREE, AND 1.52 METERS
 CO0235'(5.0 FT) WEST OF A FENCE.  NOTE, THIS HIGHWAY IS PROPOSED TO BE THE
 CO0235'NEW SOUTHBOUND LANE OF U.S. HIGHWAY 45 WHEN RECONSTRUCTION IS
 CO0235'COMPLETED.      SWM
 CO0235'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CO0235'THE MARK IS 0.7 M BELOW HIGHWAY.
 CO0235
 CO0235                          STATION RECOVERY (1985)
 CO0235
 CO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CO0235'NOTE: CONSTRUCTION FOR NEW NORTH BOUND LANES OF HIGHWAY 45 IS NOW
 CO0235'UNDERWAY. THIS MARK WILL NOT BE DISTURBED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0244 ***********************************************************************
 CO0244  DESIGNATION -  45 V 65 MSHD
 CO0244  PID         -  CO0244
 CO0244  STATE/COUNTY-  MS/KEMPER
 CO0244  USGS QUAD   -  PORTERVILLE (1987)
 CO0244
 CO0244                         *CURRENT SURVEY CONTROL
 CO0244  ___________________________________________________________________
 CO0244* NAD 83(1986)-  32 40 17.     (N)    088 29 31.     (W)     SCALED    
 CO0244* NAVD 88     -        71.885  (meters)     235.84   (feet)  ADJUSTED  
 CO0244  ___________________________________________________________________
 CO0244  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CO0244  DYNAMIC HT  -          71.802 (meters)     235.57  (feet)  COMP
 CO0244  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CO0244
 CO0244  VERT ORDER  -  FIRST     CLASS II
 CO0244
 CO0244.The horizontal coordinates were scaled from a topographic map and have
 CO0244.an estimated accuracy of +/- 6 seconds.
 CO0244
 CO0244.The orthometric height was determined by differential leveling
 CO0244.and adjusted in June 1991.
 CO0244.WARNING-Repeat measurements at this control monument indicate possible
 CO0244.vertical movement.
 CO0244
 CO0244.The geoid height was determined by GEOID03.
 CO0244
 CO0244.The dynamic height is computed by dividing the NAVD 88
 CO0244.geopotential number by the normal gravity value computed on the
 CO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0244.degrees latitude (g = 980.6199 gals.).
 CO0244
 CO0244.The modeled gravity was interpolated from observed gravity values.
 CO0244
 CO0244;                    North         East    Units  Estimated Accuracy
 CO0244;SPC MS E     -   351,650.      332,020.      MT  (+/- 180 meters Scaled)
 CO0244
 CO0244                          SUPERSEDED SURVEY CONTROL
 CO0244
 CO0244  NGVD 29 (??/??/92)   71.865  (m)          235.78   (f) ADJ UNCH    1 2
 CO0244
 CO0244.Superseded values are not recommended for survey control.
 CO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0244.See file dsdata.txt to determine how the superseded data were derived.
 CO0244
 CO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB601158(NAD 83)
 CO0244_MARKER: DD = SURVEY DISK
 CO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0244_STAMPING: BM 45 V- 65 1961
 CO0244_MARK LOGO: MSHD  
 CO0244_PROJECTION: PROJECTING 6 CENTIMETERS
 CO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0244+STABILITY: SURFACE MOTION
 CO0244
 CO0244  HISTORY     - Date     Condition        Report By
 CO0244  HISTORY     - 1961     MONUMENTED       MSHD
 CO0244  HISTORY     - 1983     GOOD             NGS
 CO0244  HISTORY     - 1985     GOOD             NGS
 CO0244
 CO0244                          STATION DESCRIPTION
 CO0244
 CO0244'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0244'10.25 MI N FROM LAUDERDALE.
 CO0244'THE MARK IS LOCATED 10 1/4 MILES NORTH OF LAUDERDALE, 1 3/4 MILES
 CO0244'SOUTHWEST OF THE SMALL VILLAGE OF PORTERVILLE, ALONG AND ON THE WEST
 CO0244'SIDE OF U. S. HIGHWAY 45.  THE MARK IS REACHED FROM THE G.M. AND O
 CO0244'RAILROAD STATION IN LAUDERDALE BY GOING WEST ON A PAVED EAST-WEST ROAD
 CO0244'JUST SOUTH OF THE STATION FOR 0.15 MILE TO U. S. 45, TURN RIGHT,
 CO0244'NORTH, FOR 4.05 MILES TO THE LAUDERDALE-KEMPER COUNTY LINE, CONTINUE
 CO0244'NORTH 6.4 MILES TO A GRAVEL SIDEROAD LEFT AND THE MARK ON THE LEFT IN
 CO0244'THE SOUTHWEST ANGLE OF THE INTERSECTION.  THE MARK IS A STANDARD
 CO0244'MSHD-USC AND GS BRONZE DISK STAMPED BM 45 V- 65 1961 AND IS SET IN THE
 CO0244'TOP OF A 12 INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT IS 52
 CO0244'FEET WEST OF THE CENTER OF THE HIGHWAY, 14 FEET SOUTH OF THE CENTER OF
 CO0244'THE GRAVEL ROAD AND 2 FEET WEST OF A POWERLINE POLE.  A METAL WITNESS
 CO0244'SIGNPOST WAS SET 2 FEET WEST OF THE MARK.
 CO0244
 CO0244                          STATION RECOVERY (1983)
 CO0244
 CO0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0244'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0244'(1.35 MI) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN
 CO0244'LAUDERDALE, THENCE 14.7 KM (9.15 MI) NORTH ALONG U.S. HIGHWAY 45, AT A
 CO0244'GRAVELED PRIVATE ROAD LEADING WEST, ALSO 16.6 KM (10.35 MI) SOUTH
 CO0244'ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE HIGHWAY 16 IN SCOOBA,
 CO0244'15.84 METERS (52.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CO0244'4.26 METERS (14.0 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND
 CO0244'0.91 METERS (3.0 FT) EAST OF POWERLINE POLE NUMBER 357.  NOTE, THIS IS
 CO0244'PROPOSED TO BE THE NEW SOUTHBOUND LANE OF U.S. HIGHWAY 45.
 CO0244'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CO0244'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CO0244
 CO0244                          STATION RECOVERY (1985)
 CO0244
 CO0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CO0244'NOTE: CONSTRUCTION FOR NEW NORTH BOUND LANES OF HIGHWAY 45 IS NOW
 CO0244'UNDERWAY. THIS MARK WILL NOT BE DISTURBED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0245 ***********************************************************************
 CO0245  DESIGNATION -  45 V 66 MSHD
 CO0245  PID         -  CO0245
 CO0245  STATE/COUNTY-  MS/KEMPER
 CO0245  USGS QUAD   -  PORTERVILLE (1987)
 CO0245
 CO0245                         *CURRENT SURVEY CONTROL
 CO0245  ___________________________________________________________________
 CO0245* NAD 83(1986)-  32 41 08.     (N)    088 29 26.     (W)     SCALED    
 CO0245* NAVD 88     -        73.347  (meters)     240.64   (feet)  ADJUSTED  
 CO0245  ___________________________________________________________________
 CO0245  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CO0245  DYNAMIC HT  -          73.263 (meters)     240.36  (feet)  COMP
 CO0245  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CO0245
 CO0245  VERT ORDER  -  FIRST     CLASS II
 CO0245
 CO0245.The horizontal coordinates were scaled from a topographic map and have
 CO0245.an estimated accuracy of +/- 6 seconds.
 CO0245
 CO0245.The orthometric height was determined by differential leveling
 CO0245.and adjusted in June 1991.
 CO0245
 CO0245.The geoid height was determined by GEOID03.
 CO0245
 CO0245.The dynamic height is computed by dividing the NAVD 88
 CO0245.geopotential number by the normal gravity value computed on the
 CO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0245.degrees latitude (g = 980.6199 gals.).
 CO0245
 CO0245.The modeled gravity was interpolated from observed gravity values.
 CO0245
 CO0245;                    North         East    Units  Estimated Accuracy
 CO0245;SPC MS E     -   353,220.      332,150.      MT  (+/- 180 meters Scaled)
 CO0245
 CO0245                          SUPERSEDED SURVEY CONTROL
 CO0245
 CO0245  NGVD 29 (??/??/92)   73.316  (m)          240.54   (f) ADJ UNCH    1 2
 CO0245
 CO0245.Superseded values are not recommended for survey control.
 CO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0245.See file dsdata.txt to determine how the superseded data were derived.
 CO0245
 CO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB602174(NAD 83)
 CO0245_MARKER: DD = SURVEY DISK
 CO0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0245_STAMPING: BM 45V-66 1961
 CO0245_MARK LOGO: MSHD  
 CO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0245+STABILITY: SURFACE MOTION
 CO0245
 CO0245  HISTORY     - Date     Condition        Report By
 CO0245  HISTORY     - 1961     MONUMENTED       MSHD
 CO0245  HISTORY     - 1983     GOOD             NGS
 CO0245
 CO0245                          STATION DESCRIPTION
 CO0245
 CO0245'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CO0245'10.25 MI S FROM SCOOBA.
 CO0245'THE MARK IS LOCATED ABOUT 11 1/4 MILES NORTH OF LAUDERDALE, 10 1/4
 CO0245'MILES SOUTH OF SCOOBA, 1 1/4 MILES WEST OF PORTERVILLE, 0.05 MILE WEST
 CO0245'OF U. S. HIGHWAY 45 AND ON THE PORTERVILLE COLORED SCHOOL GROUNDS. THE
 CO0245'MARK IS REACHED FROM THE JUNCTION OF HIGHWAYS U. S. 45 AND STATE 16 IN
 CO0245'SCOOBA BY GOING SOUTH ON U.S. 45 FOR 7.25 MILES TO THE OVERPASS OVER
 CO0245'THE GM AND O RAILROAD AT SUCARNOOCHEE, CONTINUE SOUTH ON U. S. 45 FOR
 CO0245'3.1 MILES TO A GRAVEL CROSSROAD WITH A GROCERY STORE IN THE NORTHWEST
 CO0245'ANGLE, TURN RIGHT, WEST, 0.05 MILE TO A GRAVEL DRIVEWAY ON THE LEFT
 CO0245'LEADING TO THE PORTERVILLE COLORED SCHOOL AND THE MARK ON THE LEFT.
 CO0245'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-66
 CO0245'1961 AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 CO0245'PROJECTING 4 INCHES.  IT IS LOCATED 400 FEET WEST OF THE CROSSING OF
 CO0245'STATE HIGHWAY 498 WITH U. S. HIGHWAY 45, 404 FEET WEST OF U. S.
 CO0245'HIGHWAY 45, 304 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STORE, 258
 CO0245'FEET EAST OF A SCHOOL BUILDING, 105 FEET WEST OF THE INTERSECTION OF A
 CO0245'DRIVEWAY AND HIGHWAY 498, 37 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 CO0245'19 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 1 FOOT NORTH OF A METAL
 CO0245'WITNESS POST, AND PROJECTS 2 INCHES.
 CO0245
 CO0245                          STATION RECOVERY (1983)
 CO0245
 CO0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0245'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 19 FEET NORTH OF THE CENTER
 CO0245'OF THE DRIVEWAY.  ADD, 16.91 METERS (55.5 FT) WEST OF THE CENTER OF A
 CO0245'GALVANIZED PIPE FRAME WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0251 ***********************************************************************
 CO0251  DESIGNATION -  45 V 67 MSHD
 CO0251  PID         -  CO0251
 CO0251  STATE/COUNTY-  MS/KEMPER
 CO0251  USGS QUAD   -  PORTERVILLE (1987)
 CO0251
 CO0251                         *CURRENT SURVEY CONTROL
 CO0251  ___________________________________________________________________
 CO0251* NAD 83(1986)-  32 41 58.     (N)    088 29 06.     (W)     SCALED    
 CO0251* NAVD 88     -        60.923  (meters)     199.88   (feet)  ADJUSTED  
 CO0251  ___________________________________________________________________
 CO0251  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CO0251  DYNAMIC HT  -          60.854 (meters)     199.65  (feet)  COMP
 CO0251  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CO0251
 CO0251  VERT ORDER  -  FIRST     CLASS II
 CO0251
 CO0251.The horizontal coordinates were scaled from a topographic map and have
 CO0251.an estimated accuracy of +/- 6 seconds.
 CO0251
 CO0251.The orthometric height was determined by differential leveling
 CO0251.and adjusted in June 1991.
 CO0251
 CO0251.The geoid height was determined by GEOID03.
 CO0251
 CO0251.The dynamic height is computed by dividing the NAVD 88
 CO0251.geopotential number by the normal gravity value computed on the
 CO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0251.degrees latitude (g = 980.6199 gals.).
 CO0251
 CO0251.The modeled gravity was interpolated from observed gravity values.
 CO0251
 CO0251;                    North         East    Units  Estimated Accuracy
 CO0251;SPC MS E     -   354,760.      332,660.      MT  (+/- 180 meters Scaled)
 CO0251
 CO0251                          SUPERSEDED SURVEY CONTROL
 CO0251
 CO0251  NGVD 29 (??/??/92)   60.895  (m)          199.79   (f) ADJ UNCH    1 2
 CO0251
 CO0251.Superseded values are not recommended for survey control.
 CO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0251.See file dsdata.txt to determine how the superseded data were derived.
 CO0251
 CO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB608189(NAD 83)
 CO0251_MARKER: DD = SURVEY DISK
 CO0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0251_SP_SET: BRIDGE
 CO0251_STAMPING: BM 45 V- 67 1964
 CO0251_MARK LOGO: MSHD  
 CO0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0251
 CO0251  HISTORY     - Date     Condition        Report By
 CO0251  HISTORY     - 1964     MONUMENTED       MSHD
 CO0251  HISTORY     - 1964     GOOD             MSHD
 CO0251  HISTORY     - 1983     GOOD             NGS
 CO0251
 CO0251                          STATION DESCRIPTION
 CO0251
 CO0251'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0251'9.25 MI S FROM SCOOBA.
 CO0251'THE MARK IS LOCATED ABOUT 12 1/4 MILES NORTH OF LAUDERDALE, 9 1/4
 CO0251'MILES SOUTH OF SCOOBA, 1.0 MILE NORTHWEST OF PORTERVILLE, IN A
 CO0251'CONCRETE BRIDGE SPANNING THE SUCARNOOCHEE CREEK, ALONG AND ON THE EAST
 CO0251'SIDE OF U. S. HIGHWAY 45.  THE MARK IS REACHED FROM THE JUNCTION OF
 CO0251'HIGHWAYS U. S. 45 AND STATE 16 IN SCOOBA BY GOING SOUTH ON U. S. 45
 CO0251'FOR 7.25 MILES TO AN OVERPASS OVER THE G.M. AND O RAILROAD AT
 CO0251'SUCARNOOCHEE, CONTINUE SOUTH ON U. S. 45 FOR 2.0 MILES TO THE BRIDGE
 CO0251'AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS
 CO0251'BRONZE DISK STAMPED BM 45 V- 67 1964 AND IS SET IN CEMENT IN A DRILL
 CO0251'HOLE FLUSH WITH THE BASE OF THE NORTH END OF THE EAST RAIL OF THE
 CO0251'BRIDGE.
 CO0251
 CO0251                          STATION RECOVERY (1983)
 CO0251
 CO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0251'RECOVERED IN GOOD CONDITION.  NOTE, ADD 4.63 METERS (15.2 FT) EAST OF
 CO0251'THE CENTERLINE OF THE HIGHWAY AND ABOUT 0.15 METER (0.5 FT) BELOW THE
 CO0251'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0253 ***********************************************************************
 CO0253  DESIGNATION -  45 V 69 MSHD
 CO0253  PID         -  CO0253
 CO0253  STATE/COUNTY-  MS/KEMPER
 CO0253  USGS QUAD   -  PORTERVILLE (1987)
 CO0253
 CO0253                         *CURRENT SURVEY CONTROL
 CO0253  ___________________________________________________________________
 CO0253* NAD 83(1986)-  32 43 36.     (N)    088 28 16.     (W)     SCALED    
 CO0253* NAVD 88     -        80.065  (meters)     262.68   (feet)  ADJUSTED  
 CO0253  ___________________________________________________________________
 CO0253  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CO0253  DYNAMIC HT  -          79.974 (meters)     262.38  (feet)  COMP
 CO0253  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CO0253
 CO0253  VERT ORDER  -  FIRST     CLASS II
 CO0253
 CO0253.The horizontal coordinates were scaled from a topographic map and have
 CO0253.an estimated accuracy of +/- 6 seconds.
 CO0253
 CO0253.The orthometric height was determined by differential leveling
 CO0253.and adjusted in June 1991.
 CO0253
 CO0253.The geoid height was determined by GEOID03.
 CO0253
 CO0253.The dynamic height is computed by dividing the NAVD 88
 CO0253.geopotential number by the normal gravity value computed on the
 CO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0253.degrees latitude (g = 980.6199 gals.).
 CO0253
 CO0253.The modeled gravity was interpolated from observed gravity values.
 CO0253
 CO0253;                    North         East    Units  Estimated Accuracy
 CO0253;SPC MS E     -   357,790.      333,950.      MT  (+/- 180 meters Scaled)
 CO0253
 CO0253                          SUPERSEDED SURVEY CONTROL
 CO0253
 CO0253  NGVD 29 (??/??/92)   80.031  (m)          262.57   (f) ADJ UNCH    1 2
 CO0253
 CO0253.Superseded values are not recommended for survey control.
 CO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0253.See file dsdata.txt to determine how the superseded data were derived.
 CO0253
 CO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB621219(NAD 83)
 CO0253_MARKER: DD = SURVEY DISK
 CO0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0253_SP_SET: BRIDGE
 CO0253_STAMPING: BM 45 V- 69 1964
 CO0253_MARK LOGO: MSHD  
 CO0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0253
 CO0253  HISTORY     - Date     Condition        Report By
 CO0253  HISTORY     - 1964     MONUMENTED       MSHD
 CO0253  HISTORY     - 1964     GOOD             MSHD
 CO0253  HISTORY     - 1983     GOOD             NGS
 CO0253
 CO0253                          STATION DESCRIPTION
 CO0253
 CO0253'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0253'7.25 MI S FROM SCOOBA.
 CO0253'THE MARK IS LOCATED ABOUT 7 1/4 MILES SOUTH OF SCOOBA, ALONG AND ON
 CO0253'THE WEST SIDE OF U. S. HIGHWAY 45 AND IN A CONCRETE STRUCTURE
 CO0253'(OVERPASS) SPANNING THE G.M. AND O RAILROAD.  THE MARK IS A STANDARD
 CO0253'MSHD-USC AND GS BRONZE DISK STAMPED BM 45 V- 69 1964 AND IS SET IN
 CO0253'CEMENT IN A DRILL HOLE FLUSH WITH THE BASE OF THE NORTH END OF THE
 CO0253'EAST RAIL OF THE BRIDGE.  THE MARK IS REACHED FROM THE JUNCTION OF
 CO0253'HIGHWAYS U. S. 45 AND STATE 16 IN SCOOBA BY GOING SOUTH ON U. S. 45
 CO0253'FOR 7.25 MILES TO THE OVERPASS AND THE MARK ON THE LEFT AS DESCRIBED.
 CO0253
 CO0253                          STATION RECOVERY (1983)
 CO0253
 CO0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0253'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.1 KM
 CO0253'(7.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0253'HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, AT A CONCRETE BRIDGE OVER THE
 CO0253'ILLINOIS CENTRAL AND GULF RAILROAD TRACKS, SET IN TOP OF THE NORTHEAST
 CO0253'END OF THE NORTHEAST ABUTMENT, 4.57 METERS (15.0 FT) SOUTHEAST OF THE
 CO0253'CENTERLINE OF THE HIGHWAY, AND 0.15 METERS (0.5 FT) NORTHEAST OF THE
 CO0253'NORTHEAST FACE OF THE NORTHEAST ABUTMENT.  NOTE, THIS MARK WILL BE
 CO0253'DESTROYED AFTER NEW HIGHWAY IS BUILT.
 CO0253'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0396 ***********************************************************************
 BV0396  DESIGNATION -  45 V 7
 BV0396  PID         -  BV0396
 BV0396  STATE/COUNTY-  MS/WAYNE
 BV0396  USGS QUAD   -  BUCKATUNNA (1982)
 BV0396
 BV0396                         *CURRENT SURVEY CONTROL
 BV0396  ___________________________________________________________________
 BV0396* NAD 83(1986)-  31 36 25.     (N)    088 33 52.     (W)     SCALED    
 BV0396* NAVD 88     -        53.415  (meters)     175.25   (feet)  ADJUSTED  
 BV0396  ___________________________________________________________________
 BV0396  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BV0396  DYNAMIC HT  -          53.352 (meters)     175.04  (feet)  COMP
 BV0396  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 BV0396
 BV0396  VERT ORDER  -  FIRST     CLASS II
 BV0396
 BV0396.The horizontal coordinates were scaled from a topographic map and have
 BV0396.an estimated accuracy of +/- 6 seconds.
 BV0396
 BV0396.The orthometric height was determined by differential leveling
 BV0396.and adjusted in June 1991.
 BV0396
 BV0396.The geoid height was determined by GEOID03.
 BV0396
 BV0396.The dynamic height is computed by dividing the NAVD 88
 BV0396.geopotential number by the normal gravity value computed on the
 BV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0396.degrees latitude (g = 980.6199 gals.).
 BV0396
 BV0396.The modeled gravity was interpolated from observed gravity values.
 BV0396
 BV0396;                    North         East    Units  Estimated Accuracy
 BV0396;SPC MS E     -   233,600.      325,520.      MT  (+/- 180 meters Scaled)
 BV0396
 BV0396                          SUPERSEDED SURVEY CONTROL
 BV0396
 BV0396  NGVD 29 (??/??/??)   53.389  (m)          175.16   (f) ADJUSTED    1 2
 BV0396
 BV0396.Superseded values are not recommended for survey control.
 BV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0396.See file dsdata.txt to determine how the superseded data were derived.
 BV0396
 BV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV515979(NAD 83)
 BV0396_MARKER: DD = SURVEY DISK
 BV0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0396_SP_SET: CONCRETE POST
 BV0396_STAMPING: BM 45V-7 19061
 BV0396_MARK LOGO: MSHD  
 BV0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0396+STABILITY: SURFACE MOTION
 BV0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0396+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0396
 BV0396  HISTORY     - Date     Condition        Report By
 BV0396  HISTORY     - 1961     MONUMENTED       MSHD
 BV0396  HISTORY     - 1964     GOOD             MSHD
 BV0396  HISTORY     - 1980     GOOD             NGS
 BV0396  HISTORY     - 19910725 GOOD             MSHD
 BV0396
 BV0396                          STATION DESCRIPTION
 BV0396
 BV0396'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0396'5 MI N FROM BUCKATUNNA.
 BV0396'THE MARK IS ABOUT 5 MILES NORTH OF BUCHATUNNA, 6 3/4 MILES SOUTH OF
 BV0396'WAYNESBORO, ON THE EAST SIDE OF U.S. HIGHWAY 45 AND ON HIGHWAY
 BV0396'RIGHT-OF-WAY.  THE MARK IS ROACHED FROM THE INTERSECTION OF A PAVED
 BV0396'ROAD AND U.S. 45 AT THE EAST EDGE OF BUCKATUNNA AT A SIGN CHICORA BY
 BV0396'GOING NORTH ON U.S. 45 FOR 3.1 MILES TO A GRAVEL CROSSROAD, CONTINUE
 BV0396'NORTH 2.0 MILES TO A FIELD ENTRANCE DRIVEWAY, WOODEN GATE AND THE MARK
 BV0396'ON THE RIGHT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK
 BV0396'STAMPED B.M. 45V-9 1961, SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 BV0396'POST PROJECTING 2 INCHES.  IT IS 50 FEET EAST OF THE CENTERLINE OF
 BV0396'U.S. 45, 20 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 15 FEET SOUTH OF
 BV0396'THE SOUTH GATEPOST AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE. A METAL
 BV0396'WITNESS SIGNPOST WAS SET 1.5 FEET NORTH OF THE MARK.
 BV0396
 BV0396                          STATION RECOVERY (1964)
 BV0396
 BV0396'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0396'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 BV0396'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND
 BV0396'PROJECTS 2 INCHES.
 BV0396
 BV0396                          STATION RECOVERY (1980)
 BV0396
 BV0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0396'RECOVERED IN GOOD CONDITION.
 BV0396
 BV0396                          STATION RECOVERY (1991)
 BV0396
 BV0396'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0396'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF BUCKATUNNA, ON
 BV0396'THE NORTHEAST R.O.W. OF U.S. HIGHWAY 45, 6.8 MI (10.9 KM) SOUTHEAST
 BV0396'OF WAYNESBORO ANE IS IN SECTION 2, T 7N, R 6W.
 BV0396'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND CHICORA ROAD
 BV0396'JUST EAST OF THE POST OFFICE BUCKATUNNA, GO NORTHWEST ON U.S. HIGHWAY
 BV0396'45 FOR 5.2 MI (8.4 KM) TO A PRIVATE ROAD AND THE MARK ON THE RIGHT.
 BV0396'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0396'LEVEL WITH THE HIGHWAY, PROJECTING 1 INCH, 102.0 FT (31.1 M)
 BV0396'SOUTHEAST OF A POWER POLE, 51.0 FT (15.5 M) NORTHEAST OF THE CENTER OF
 BV0396'HIGHWAY 45, 16.0 FT (4.9 M) SOUTHEAST OF THE CENTER OF A PRIVATE
 BV0396'ROAD, 9.5 FT (2.9 M) SOUTHWEST OF A TELEPHONE CABLE WARNING SIGN, 1.0
 BV0396'FT (0.3 M) SOUTHWEST OF AN OLD FENCE AND 1.0 FT (0.3 M) NORTHWEST OF
 BV0396'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0259 ***********************************************************************
 CO0259  DESIGNATION -  45 V 70 MSHD
 CO0259  PID         -  CO0259
 CO0259  STATE/COUNTY-  MS/KEMPER
 CO0259  USGS QUAD   -  SCOOBA (1973)
 CO0259
 CO0259                         *CURRENT SURVEY CONTROL
 CO0259  ___________________________________________________________________
 CO0259* NAD 83(1986)-  32 45 23.     (N)    088 27 57.     (W)     SCALED    
 CO0259* NAVD 88     -        53.972  (meters)     177.07   (feet)  ADJUSTED  
 CO0259  ___________________________________________________________________
 CO0259  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CO0259  DYNAMIC HT  -          53.911 (meters)     176.87  (feet)  COMP
 CO0259  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CO0259
 CO0259  VERT ORDER  -  FIRST     CLASS II
 CO0259
 CO0259.The horizontal coordinates were scaled from a topographic map and have
 CO0259.an estimated accuracy of +/- 6 seconds.
 CO0259
 CO0259.The orthometric height was determined by differential leveling
 CO0259.and adjusted in June 1991.
 CO0259
 CO0259.The geoid height was determined by GEOID03.
 CO0259
 CO0259.The dynamic height is computed by dividing the NAVD 88
 CO0259.geopotential number by the normal gravity value computed on the
 CO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0259.degrees latitude (g = 980.6199 gals.).
 CO0259
 CO0259.The modeled gravity was interpolated from observed gravity values.
 CO0259
 CO0259;                    North         East    Units  Estimated Accuracy
 CO0259;SPC MS E     -   361,080.      334,440.      MT  (+/- 180 meters Scaled)
 CO0259
 CO0259                          SUPERSEDED SURVEY CONTROL
 CO0259
 CO0259  NGVD 29 (??/??/92)   53.953  (m)          177.01   (f) ADJ UNCH    1 2
 CO0259
 CO0259.Superseded values are not recommended for survey control.
 CO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0259.See file dsdata.txt to determine how the superseded data were derived.
 CO0259
 CO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB626252(NAD 83)
 CO0259_MARKER: DD = SURVEY DISK
 CO0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0259_SP_SET: BRIDGE
 CO0259_STAMPING: BM 45 V-70 1964
 CO0259_MARK LOGO: MSHD  
 CO0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0259
 CO0259  HISTORY     - Date     Condition        Report By
 CO0259  HISTORY     - 1964     MONUMENTED       MSHD
 CO0259  HISTORY     - 1964     GOOD             MSHD
 CO0259  HISTORY     - 1983     GOOD             NGS
 CO0259
 CO0259                          STATION DESCRIPTION
 CO0259
 CO0259'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0259'5 MI S FROM SCOOBA.
 CO0259'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF SCOOBA, 1 MILE SOUTH OF
 CO0259'ELECTRIC MILLS, IN A BRIDGE SPANNING A SMALL CREEK, ALONG AND ON THE
 CO0259'EAST SIDE OF U. S. HIGHWAY 45.  THE MARK IS REACHED FROM THE JUNCTION
 CO0259'OF HIGHWAYS U. S. 45 AND STATE 16 IN SCOOBA BY GOING SOUTH ON U. S. 45
 CO0259'FOR 5.15 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.  THE MARK IS A
 CO0259'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45 V- 70 1964 AND IS
 CO0259'SET IN CEMENT IN A DRILL HOLE FLUSH WITH THE BASE OF THE NORTH END OF
 CO0259'THE EAST RAIL OF THE BRIDGE.
 CO0259
 CO0259                          STATION RECOVERY (1983)
 CO0259
 CO0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0259'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.5 KM
 CO0259'(5.3 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0259'HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, AT A CONCRETE BRIDGE OVER BODKA
 CO0259'CREEK, SET IN TOP OF THE SOUTH END OF THE SOUTHEAST BRIDGE ABUTMENT,
 CO0259'4.26 METERS (14.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CO0259'0.24 METERS (0.8 FT) EAST OF THE EAST FACE OF THE SOUTH END OF THE
 CO0259'EAST CONCRETE RAIL, AND 0.12 METERS (0.4 FT) NORTH OF THE SOUTH END OF
 CO0259'THE SOUTH FACE OF THE SOUTHEAST ABUTMENT.
 CO0259'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0264 ***********************************************************************
 CO0264  DESIGNATION -  45 V 71 MSHD
 CO0264  PID         -  CO0264
 CO0264  STATE/COUNTY-  MS/KEMPER
 CO0264  USGS QUAD   -  SCOOBA (1973)
 CO0264
 CO0264                         *CURRENT SURVEY CONTROL
 CO0264  ___________________________________________________________________
 CO0264* NAD 83(1986)-  32 48 31.     (N)    088 27 20.     (W)     SCALED    
 CO0264* NAVD 88     -        57.984  (meters)     190.24   (feet)  ADJUSTED  
 CO0264  ___________________________________________________________________
 CO0264  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CO0264  DYNAMIC HT  -          57.918 (meters)     190.02  (feet)  COMP
 CO0264  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 CO0264
 CO0264  VERT ORDER  -  SECOND    CLASS 0
 CO0264
 CO0264.The horizontal coordinates were scaled from a topographic map and have
 CO0264.an estimated accuracy of +/- 6 seconds.
 CO0264
 CO0264.The orthometric height was determined by differential leveling
 CO0264.and adjusted in June 1991.
 CO0264
 CO0264.The geoid height was determined by GEOID03.
 CO0264
 CO0264.The dynamic height is computed by dividing the NAVD 88
 CO0264.geopotential number by the normal gravity value computed on the
 CO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0264.degrees latitude (g = 980.6199 gals.).
 CO0264
 CO0264.The modeled gravity was interpolated from observed gravity values.
 CO0264
 CO0264;                    North         East    Units  Estimated Accuracy
 CO0264;SPC MS E     -   366,880.      335,380.      MT  (+/- 180 meters Scaled)
 CO0264
 CO0264                          SUPERSEDED SURVEY CONTROL
 CO0264
 CO0264  NGVD 29 (??/??/92)   57.962  (m)          190.16   (f) ADJ UNCH    2 0
 CO0264
 CO0264.Superseded values are not recommended for survey control.
 CO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0264.See file dsdata.txt to determine how the superseded data were derived.
 CO0264
 CO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB637310(NAD 83)
 CO0264_MARKER: DD = SURVEY DISK
 CO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0264_STAMPING: BM 45 V- 71 1964
 CO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0264+STABILITY: SURFACE MOTION
 CO0264
 CO0264  HISTORY     - Date     Condition        Report By
 CO0264  HISTORY     - 1964     MONUMENTED       MSHD
 CO0264  HISTORY     - 1964     GOOD             MSHD
 CO0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0264
 CO0264                          STATION DESCRIPTION
 CO0264
 CO0264'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0264'1.6 MI S FROM SCOOBA.
 CO0264'THE MARK IS LOCATED ABOUT 1.6 MILES SOUTH OF SCOOBA, 2.6 MILES NORTH
 CO0264'OF ELECTRIC MILLS, ALONG AND ON THE EAST SIDE OF U. S. HIGHWAY 45. THE
 CO0264'MARK IS REACHED FROM THE JUNCTION OF HIGHWAYS U. S. 45 AND STATE 16 IN
 CO0264'SCOOBA BY GOING SOUTH ON U. S. 45 FOR 1.6 MILES TO THE MARK ON THE
 CO0264'LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM
 CO0264'45 V- 71 1964 AND IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST
 CO0264'PROJECTING 4 INCHES.  IT IS 59 FEET EAST OF THE CENTER OF U. S. 45, 34
 CO0264'FEET NORTHEAST OF A 10 INCH OAK WITH A TRIANGLE BLAZE ON THE WEST SIDE
 CO0264'AND 4 FEET WEST OF A POWERLINE POLE.  A METAL WITNESS SIGNPOST WAS SET
 CO0264'2 FEET EAST OF THE MARK.
 CO0264
 CO0264                          STATION RECOVERY (1983)
 CO0264
 CO0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0264'NOT RECOVERED, OAK TREE GONE, POWERLINE POLE GONE, MARK APPEARS TO
 CO0264'HAVE BEEN KNOCKED OUT BY LOGGING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0266 ***********************************************************************
 CO0266  DESIGNATION -  45 V 72
 CO0266  PID         -  CO0266
 CO0266  STATE/COUNTY-  MS/KEMPER
 CO0266  USGS QUAD   -  SCOOBA (1973)
 CO0266
 CO0266                         *CURRENT SURVEY CONTROL
 CO0266  ___________________________________________________________________
 CO0266* NAD 83(1986)-  32 49 19.     (N)    088 27 35.     (W)     SCALED    
 CO0266* NAVD 88     -        58.533  (meters)     192.04   (feet)  ADJUSTED  
 CO0266  ___________________________________________________________________
 CO0266  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CO0266  DYNAMIC HT  -          58.467 (meters)     191.82  (feet)  COMP
 CO0266  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 CO0266
 CO0266  VERT ORDER  -  FIRST     CLASS II
 CO0266
 CO0266.The horizontal coordinates were scaled from a topographic map and have
 CO0266.an estimated accuracy of +/- 6 seconds.
 CO0266
 CO0266.The orthometric height was determined by differential leveling
 CO0266.and adjusted in June 1991.
 CO0266
 CO0266.The geoid height was determined by GEOID03.
 CO0266
 CO0266.The dynamic height is computed by dividing the NAVD 88
 CO0266.geopotential number by the normal gravity value computed on the
 CO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0266.degrees latitude (g = 980.6199 gals.).
 CO0266
 CO0266.The modeled gravity was interpolated from observed gravity values.
 CO0266
 CO0266;                    North         East    Units  Estimated Accuracy
 CO0266;SPC MS E     -   368,360.      334,980.      MT  (+/- 180 meters Scaled)
 CO0266
 CO0266                          SUPERSEDED SURVEY CONTROL
 CO0266
 CO0266  NGVD 29 (??/??/92)   58.537  (m)          192.05   (f) ADJ UNCH    1 2
 CO0266
 CO0266.Superseded values are not recommended for survey control.
 CO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0266.See file dsdata.txt to determine how the superseded data were derived.
 CO0266
 CO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB633324(NAD 83)
 CO0266_MARKER: DD = SURVEY DISK
 CO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0266_SP_SET: CONCRETE POST
 CO0266_STAMPING: 45 V-72 1964
 CO0266_MARK LOGO: MSHD  
 CO0266_PROJECTION: PROJECTING 8 CENTIMETERS
 CO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0266+STABILITY: SURFACE MOTION
 CO0266
 CO0266  HISTORY     - Date     Condition        Report By
 CO0266  HISTORY     - 1964     MONUMENTED       MSHD
 CO0266  HISTORY     - 1964     GOOD             MSHD
 CO0266  HISTORY     - 1983     GOOD             NGS
 CO0266  HISTORY     - 19850920 GOOD             NGS
 CO0266
 CO0266                          STATION DESCRIPTION
 CO0266
 CO0266'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0266'0.65 MI S FROM SCOOBA.
 CO0266'THE MARK IS LOCATED ABOUT 0.65 MILE SOUTH OF SCOOBA, ON A 10 FOOT
 CO0266'BANK, IN A GROUP OF VERY SMALL PINE TREES, ALONG AND ON THE EAST SIDE
 CO0266'OF U. S. HIGHWAY 45, AND ON HIGHWAY RIGHT-OF-WAY.  THE MARK IS REACHED
 CO0266'FROM THE JUNCTION OF HIGHWAYS U.S. 45 AND STATE 16 IN SCOOBA BY GOING
 CO0266'SOUTH ON U. S. 45 FOR 0.65 MILE TO THE MARK ON THE LEFT. THE MARK IS A
 CO0266'STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45 V- 72 1964 AND IS
 CO0266'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 CO0266'IT IS 49 FEET EAST OF THE CENTER OF THE HIGHWAY, 13 FEET WEST OF A
 CO0266'POWERLINE POLE IN A CULTIVATED FIELD AND 2 FEET EAST OF A RIGHT-OF-WAY
 CO0266'FENCE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET EAST OF THE MARK.
 CO0266
 CO0266                          STATION RECOVERY (1983)
 CO0266
 CO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0266'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 13 FEET WEST OF POWERLINE
 CO0266'POLE IN CULTIVATED FIELD, DELETE 2 FEET EAST OF RIGHT-OF-WAY FENCE.
 CO0266'ADD, 31.46 METERS (103.2 FT) NORTH-NORTHWEST OF A POWERLINE POLE, AND
 CO0266'4.27 METERS (14.0 FT) WEST OF THE LINE OF POWERLINE POLES.
 CO0266'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CO0266'THE MARK IS 3.04 M ABOVE HIGHWAY.
 CO0266
 CO0266                          STATION RECOVERY (1985)
 CO0266
 CO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CO0266'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 CO0266'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1571 ***********************************************************************
 CO1571  DESIGNATION -  45 V 72 RESET
 CO1571  PID         -  CO1571
 CO1571  STATE/COUNTY-  MS/KEMPER
 CO1571  USGS QUAD   -  SCOOBA (1973)
 CO1571
 CO1571                         *CURRENT SURVEY CONTROL
 CO1571  ___________________________________________________________________
 CO1571* NAD 83(1986)-  32 49 19.     (N)    088 27 35.     (W)     SCALED    
 CO1571* NAVD 88     -        56.59   (meters)     185.7    (feet)  RESET     
 CO1571  ___________________________________________________________________
 CO1571  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CO1571  VERT ORDER  -  THIRD
 CO1571
 CO1571.The horizontal coordinates were scaled from a topographic map and have
 CO1571.an estimated accuracy of +/- 6 seconds.
 CO1571
 CO1571.The orthometric height was computed from unverified reset data.
 CO1571.No vertical observational check was made to the station.
 CO1571
 CO1571.The geoid height was determined by GEOID03.
 CO1571
 CO1571;                    North         East    Units  Estimated Accuracy
 CO1571;SPC MS E     -   368,360.      334,980.      MT  (+/- 180 meters Scaled)
 CO1571
 CO1571                          SUPERSEDED SURVEY CONTROL
 CO1571
 CO1571  NGVD 29 (08/12/04)   56.59   (m)          185.7    (f) RESET       3  
 CO1571
 CO1571.Superseded values are not recommended for survey control.
 CO1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1571.See file dsdata.txt to determine how the superseded data were derived.
 CO1571
 CO1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB633324(NAD 83)
 CO1571_MARKER: DS = TRIANGULATION STATION DISK
 CO1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1571_SP_SET: CONCRETE POST
 CO1571_STAMPING: 45 V 72 RESET 1985
 CO1571_MARK LOGO: NGS   
 CO1571_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1571+STABILITY: SURFACE MOTION
 CO1571
 CO1571  HISTORY     - Date     Condition        Report By
 CO1571  HISTORY     - 1985     MONUMENTED       NGS
 CO1571
 CO1571                          STATION DESCRIPTION
 CO1571
 CO1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CO1571'0.6 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1571'HIGHWAY 16 IN SCOOBA TO MARK ON THE RIGHT, 50.5 FT (15.4 M) WEST OF
 CO1571'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY,3.0 FTSOUTH OF A POWER
 CO1571'POLE, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0232 ***********************************************************************
 CO0232  DESIGNATION -  45 V 73 MSHD
 CO0232  PID         -  CO0232
 CO0232  STATE/COUNTY-  MS/KEMPER
 CO0232  USGS QUAD   -  TAMOLA (1987)
 CO0232
 CO0232                         *CURRENT SURVEY CONTROL
 CO0232  ___________________________________________________________________
 CO0232* NAD 83(1986)-  32 35 12.     (N)    088 29 25.     (W)     SCALED    
 CO0232* NAVD 88     -        93.206  (meters)     305.79   (feet)  ADJUSTED  
 CO0232  ___________________________________________________________________
 CO0232  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CO0232  DYNAMIC HT  -          93.097 (meters)     305.44  (feet)  COMP
 CO0232  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CO0232
 CO0232  VERT ORDER  -  SECOND    CLASS 0
 CO0232
 CO0232.The horizontal coordinates were scaled from a topographic map and have
 CO0232.an estimated accuracy of +/- 6 seconds.
 CO0232
 CO0232.The orthometric height was determined by differential leveling
 CO0232.and adjusted in June 1991.
 CO0232
 CO0232.The geoid height was determined by GEOID03.
 CO0232
 CO0232.The dynamic height is computed by dividing the NAVD 88
 CO0232.geopotential number by the normal gravity value computed on the
 CO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0232.degrees latitude (g = 980.6199 gals.).
 CO0232
 CO0232.The modeled gravity was interpolated from observed gravity values.
 CO0232
 CO0232;                    North         East    Units  Estimated Accuracy
 CO0232;SPC MS E     -   342,260.      332,210.      MT  (+/- 180 meters Scaled)
 CO0232
 CO0232                          SUPERSEDED SURVEY CONTROL
 CO0232
 CO0232  NGVD 29 (??/??/92)   93.19   (m)          305.7    (f) COMPUTED    2 0
 CO0232
 CO0232.Superseded values are not recommended for survey control.
 CO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0232.See file dsdata.txt to determine how the superseded data were derived.
 CO0232
 CO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB601064(NAD 83)
 CO0232_MARKER: DD = SURVEY DISK
 CO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0232_STAMPING: 45V-73 1964
 CO0232_MARK LOGO: MSHD  
 CO0232_PROJECTION: FLUSH
 CO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0232+STABILITY: SURFACE MOTION
 CO0232
 CO0232  HISTORY     - Date     Condition        Report By
 CO0232  HISTORY     - 1964     MONUMENTED       MSHD
 CO0232  HISTORY     - 1983     GOOD             NGS
 CO0232
 CO0232                          STATION DESCRIPTION
 CO0232
 CO0232'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0232'5.35 MI NE FROM LAUDERDALE.
 CO0232'TO REACH THE MARK FROM THE U.S. POST OFFICE IN LAUDERDALE, GO NORTH ON
 CO0232'U.S. HIGHWAY 45 FOR 4.6 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN
 CO0232'RIGHT, EAST AND GO 0.75 MILE TO A FORK AND THE MARK ON THE RIGHT. THE
 CO0232'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CO0232'POST.  IT IS 168 FEET WEST OF A GRAVEL ROAD INTERSECTION, 47 FEET
 CO0232'SOUTH OF THE GRAVEL ROAD, 26 FEET NORTHWEST OF THE CENTER OF A DIM
 CO0232'TRACK ROAD, 9 FEET NORTHWEST OF A 36-INCH OAK TREE, 2 FEET SOUTH OF A
 CO0232'METAL WITNESS POST, 8 FEET ABOVE THE LEVEL OF A GRAVEL ROAD, AND
 CO0232'PROJECTS 1 INCH.
 CO0232
 CO0232                          STATION RECOVERY (1983)
 CO0232
 CO0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0232'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0232'(1.35 MI) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN
 CO0232'LAUDERDALE, THENCE 5.1 KM (3.2 MI) NORTH ALONG U.S. HIGHWAY 45, THENCE
 CO0232'1.3 KM (0.85 MI) EAST ALONG A GRAVELED ROAD, AT A T-ROAD JUNCTION,
 CO0232'51.35 METERS (168.5 FT) WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 CO0232'ROAD, 14.32 METERS (47.0 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 CO0232'7.92 METERS (26.0 FT) NORTHWEST OF THE CENTER OF A DIM TRACK ROAD, AND
 CO0232'2.74 METERS (9.0 FT) NORTHWEST OF A 39-INCH DIAMETER OAK TREE.  NOTE,
 CO0232'THIS HIGHWAY IS PROPOSED TO BE THE NEW SOUTHBOUND LANE OF U.S.
 CO0232'HIGHWAY 45 WHEN RECONSTRUCTION IS COMPLETED.  NOT LEVELED TO AT THIS
 CO0232'TIME.
 CO0232'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CO0232'THE MARK IS 2.4 M ABOVE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0241 ***********************************************************************
 CO0241  DESIGNATION -  45 V 74 MSHD
 CO0241  PID         -  CO0241
 CO0241  STATE/COUNTY-  MS/KEMPER
 CO0241  USGS QUAD   -  PORTERVILLE (1987)
 CO0241
 CO0241                         *CURRENT SURVEY CONTROL
 CO0241  ___________________________________________________________________
 CO0241* NAD 83(1986)-  32 38 21.     (N)    088 28 56.     (W)     SCALED    
 CO0241* NAVD 88     -        96.781  (meters)     317.52   (feet)  ADJUSTED  
 CO0241  ___________________________________________________________________
 CO0241  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CO0241  DYNAMIC HT  -          96.669 (meters)     317.15  (feet)  COMP
 CO0241  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CO0241
 CO0241  VERT ORDER  -  FIRST     CLASS II
 CO0241
 CO0241.The horizontal coordinates were scaled from a topographic map and have
 CO0241.an estimated accuracy of +/- 6 seconds.
 CO0241
 CO0241.The orthometric height was determined by differential leveling
 CO0241.and adjusted in June 1991.
 CO0241.WARNING-Repeat measurements at this control monument indicate possible
 CO0241.vertical movement.
 CO0241
 CO0241.The geoid height was determined by GEOID03.
 CO0241
 CO0241.The dynamic height is computed by dividing the NAVD 88
 CO0241.geopotential number by the normal gravity value computed on the
 CO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0241.degrees latitude (g = 980.6199 gals.).
 CO0241
 CO0241.The modeled gravity was interpolated from observed gravity values.
 CO0241
 CO0241;                    North         East    Units  Estimated Accuracy
 CO0241;SPC MS E     -   348,080.      332,940.      MT  (+/- 180 meters Scaled)
 CO0241
 CO0241                          SUPERSEDED SURVEY CONTROL
 CO0241
 CO0241  NGVD 29 (??/??/92)   96.743  (m)          317.40   (f) ADJ UNCH    1 2
 CO0241
 CO0241.Superseded values are not recommended for survey control.
 CO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0241.See file dsdata.txt to determine how the superseded data were derived.
 CO0241
 CO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB609122(NAD 83)
 CO0241_MARKER: DD = SURVEY DISK
 CO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0241_STAMPING: 45V-74 1964
 CO0241_MARK LOGO: MSHD  
 CO0241_PROJECTION: RECESSED 4 CENTIMETERS
 CO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0241+STABILITY: SURFACE MOTION
 CO0241
 CO0241  HISTORY     - Date     Condition        Report By
 CO0241  HISTORY     - 1964     MONUMENTED       MSHD
 CO0241  HISTORY     - 1983     GOOD             NGS
 CO0241
 CO0241                          STATION DESCRIPTION
 CO0241
 CO0241'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0241'8.7 MI N FROM LAUDERDALE.
 CO0241'TO REACH THE MARK FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN
 CO0241'LAUDERDALE, GO WEST 0.15 MILE ON AN EAST-WEST PAVED ROAD JUST SOUTH OF
 CO0241'THE STATION TO U. S. HIGHWAY 45, TURN RIGHT, NORTH, AND GO 4.0 MILES
 CO0241'TO THE LAUDERDALE-KEMPER COUNTY LINE, CONTINUE NORTH 4.0 MILES TO A
 CO0241'GRAVEL SIDE RIGHT, TURN RIGHT, EAST, AND GO 0.85 MILE TO THE MARK ON
 CO0241'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 CO0241'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 53.6 FEET SOUTH OF THE
 CO0241'ROAD CENTER, 19.4 FEET NORTH OF A BLAZED 14-INCH PINE TREE, 11.2 FEET
 CO0241'EAST OF AN 8-INCH PINE, 4.2 FEET SOUTHWEST OF A 10-INCH PINE. A METAL
 CO0241'WITNESS POST WAS SET 18 INCHES NORTH OF THE MARK.
 CO0241
 CO0241                          STATION RECOVERY (1983)
 CO0241
 CO0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0241'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0241'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0241'LAUDERDALE, THENCE 11.3 KM (7.0 MI) NORTH ALONG U.S. HIGHWAY 45,
 CO0241'THENCE 1.3 KM (0.85 MI) EAST ALONG A BLACKTOP ROAD, 16.45 METERS
 CO0241'(54.0 FT) SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD, AND
 CO0241'30.17 METERS (99.0 FT) WEST-SOUTHWEST OF POWERLINE POLE NUMBER 8.
 CO0241'NOTE, THIS HIGHWAY IS PROPOSED TO BE THE NEW SOUTHBOUND LANE OF U.S.
 CO0241'HIGHWAY 45 WHEN RECONSTRUCTION IS COMPLETED.
 CO0241'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 CO0241'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0273 ***********************************************************************
 CO0273  DESIGNATION -  45 V 75 MSHD
 CO0273  PID         -  CO0273
 CO0273  STATE/COUNTY-  MS/KEMPER
 CO0273  USGS QUAD   -  SCOOBA (1973)
 CO0273
 CO0273                         *CURRENT SURVEY CONTROL
 CO0273  ___________________________________________________________________
 CO0273* NAD 83(1986)-  32 50 30.     (N)    088 28 11.     (W)     SCALED    
 CO0273* NAVD 88     -        62.406  (meters)     204.74   (feet)  ADJUSTED  
 CO0273  ___________________________________________________________________
 CO0273  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CO0273  DYNAMIC HT  -          62.336 (meters)     204.51  (feet)  COMP
 CO0273  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 CO0273
 CO0273  VERT ORDER  -  FIRST     CLASS II
 CO0273
 CO0273.The horizontal coordinates were scaled from a topographic map and have
 CO0273.an estimated accuracy of +/- 6 seconds.
 CO0273
 CO0273.The orthometric height was determined by differential leveling
 CO0273.and adjusted in June 1991.
 CO0273
 CO0273.The geoid height was determined by GEOID03.
 CO0273
 CO0273.The dynamic height is computed by dividing the NAVD 88
 CO0273.geopotential number by the normal gravity value computed on the
 CO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0273.degrees latitude (g = 980.6199 gals.).
 CO0273
 CO0273.The modeled gravity was interpolated from observed gravity values.
 CO0273
 CO0273;                    North         East    Units  Estimated Accuracy
 CO0273;SPC MS E     -   370,540.      334,040.      MT  (+/- 180 meters Scaled)
 CO0273
 CO0273                          SUPERSEDED SURVEY CONTROL
 CO0273
 CO0273.No superseded survey control is available for this station.
 CO0273
 CO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB624346(NAD 83)
 CO0273_MARKER: DD = SURVEY DISK
 CO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0273_STAMPING: 45V-75 1964
 CO0273_MARK LOGO: MSHD  
 CO0273_PROJECTION: FLUSH
 CO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0273+STABILITY: SURFACE MOTION
 CO0273
 CO0273  HISTORY     - Date     Condition        Report By
 CO0273  HISTORY     - 1964     MONUMENTED       MSHD
 CO0273  HISTORY     - 1983     GOOD             NGS
 CO0273
 CO0273                          STATION DESCRIPTION
 CO0273
 CO0273'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0273'1.1 MI N FROM SCOOBA.
 CO0273'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 16 AND U. S.
 CO0273'HIGHWAY 45 IN SCOOBA, GO NORTH ON HIGHWAY 45 FOR 1.1 MILES TO THE MARK
 CO0273'ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND
 CO0273'CONCRETE POST.  IT IS 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CO0273'135 FEET NORTHEAST OF THE NORTH ONE OF TWO BRICK COLUMNS IN FRONT OF
 CO0273'AN OLD ABANDON STORE BUILDING, 2 FEET EAST OF A FENCE, 2 FEET WEST OF
 CO0273'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTS 2
 CO0273'INCHES.
 CO0273
 CO0273                          STATION RECOVERY (1983)
 CO0273
 CO0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 CO0273'(0.85 MI) NORTHWEST ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0273'HIGHWAY 16 AT THE EAST EDGE OF SCOOBA, 14.93 METERS (49.0 FT) WEST OF
 CO0273'THE CENTERLINE OF THE HIGHWAY, AND 0.60 METERS (2.0 FT) EAST OF AN OLD
 CO0273'FENCE LINE.
 CO0273'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CO0273'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0274 ***********************************************************************
 CO0274  DESIGNATION -  45 V 76 MSHD
 CO0274  PID         -  CO0274
 CO0274  STATE/COUNTY-  MS/KEMPER
 CO0274  USGS QUAD   -  SCOOBA (1973)
 CO0274
 CO0274                         *CURRENT SURVEY CONTROL
 CO0274  ___________________________________________________________________
 CO0274* NAD 83(1986)-  32 51 07.     (N)    088 28 36.     (W)     SCALED    
 CO0274* NAVD 88     -        62.989  (meters)     206.66   (feet)  ADJUSTED  
 CO0274  ___________________________________________________________________
 CO0274  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CO0274  DYNAMIC HT  -          62.919 (meters)     206.43  (feet)  COMP
 CO0274  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CO0274
 CO0274  VERT ORDER  -  FIRST     CLASS II
 CO0274
 CO0274.The horizontal coordinates were scaled from a topographic map and have
 CO0274.an estimated accuracy of +/- 6 seconds.
 CO0274
 CO0274.The orthometric height was determined by differential leveling
 CO0274.and adjusted in June 1991.
 CO0274
 CO0274.The geoid height was determined by GEOID03.
 CO0274
 CO0274.The dynamic height is computed by dividing the NAVD 88
 CO0274.geopotential number by the normal gravity value computed on the
 CO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0274.degrees latitude (g = 980.6199 gals.).
 CO0274
 CO0274.The modeled gravity was interpolated from observed gravity values.
 CO0274
 CO0274;                    North         East    Units  Estimated Accuracy
 CO0274;SPC MS E     -   371,680.      333,390.      MT  (+/- 180 meters Scaled)
 CO0274
 CO0274                          SUPERSEDED SURVEY CONTROL
 CO0274
 CO0274.No superseded survey control is available for this station.
 CO0274
 CO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB618358(NAD 83)
 CO0274_MARKER: DD = SURVEY DISK
 CO0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0274_SP_SET: CULVERT
 CO0274_STAMPING: 45V-76 1964
 CO0274_MARK LOGO: MSHD  
 CO0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0274
 CO0274  HISTORY     - Date     Condition        Report By
 CO0274  HISTORY     - 1964     MONUMENTED       MSHD
 CO0274  HISTORY     - 1983     GOOD             NGS
 CO0274
 CO0274                          STATION DESCRIPTION
 CO0274
 CO0274'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0274'1.70 MI N FROM SCOOBA.
 CO0274'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND U. S.
 CO0274'45 IN SCOOBA, GO NORTH ON HIGHWAY 45 FOR 1.7 MILES TO THE MARK ON THE
 CO0274'LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS IN
 CO0274'THE SOUTH END OF THE WEST HEADWALL OF A 36-INCH CONCRETE PIPE, 23 FEET
 CO0274'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET BELOW THE LEVEL OF THE
 CO0274'HIGHWAY.
 CO0274
 CO0274                          STATION RECOVERY (1983)
 CO0274
 CO0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0274'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.5 FEET BELOW LEVEL OF
 CO0274'HIGHWAY.  ADD, 1.06 METERS (3.5 FT) BELOW HIGHWAY AND 0.09 METER
 CO0274'(0.3 FT) NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0275 ***********************************************************************
 CO0275  DESIGNATION -  45 V 77 MSHD
 CO0275  PID         -  CO0275
 CO0275  STATE/COUNTY-  MS/KEMPER
 CO0275  USGS QUAD   -  SCOOBA (1973)
 CO0275
 CO0275                         *CURRENT SURVEY CONTROL
 CO0275  ___________________________________________________________________
 CO0275* NAD 83(1986)-  32 51 37.     (N)    088 28 56.     (W)     SCALED    
 CO0275* NAVD 88     -        66.644  (meters)     218.65   (feet)  ADJUSTED  
 CO0275  ___________________________________________________________________
 CO0275  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO0275  DYNAMIC HT  -          66.569 (meters)     218.40  (feet)  COMP
 CO0275  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 CO0275
 CO0275  VERT ORDER  -  FIRST     CLASS II
 CO0275
 CO0275.The horizontal coordinates were scaled from a topographic map and have
 CO0275.an estimated accuracy of +/- 6 seconds.
 CO0275
 CO0275.The orthometric height was determined by differential leveling
 CO0275.and adjusted in June 1991.
 CO0275
 CO0275.The geoid height was determined by GEOID03.
 CO0275
 CO0275.The dynamic height is computed by dividing the NAVD 88
 CO0275.geopotential number by the normal gravity value computed on the
 CO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0275.degrees latitude (g = 980.6199 gals.).
 CO0275
 CO0275.The modeled gravity was interpolated from observed gravity values.
 CO0275
 CO0275;                    North         East    Units  Estimated Accuracy
 CO0275;SPC MS E     -   372,600.      332,860.      MT  (+/- 180 meters Scaled)
 CO0275
 CO0275                          SUPERSEDED SURVEY CONTROL
 CO0275
 CO0275.No superseded survey control is available for this station.
 CO0275
 CO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB613367(NAD 83)
 CO0275_MARKER: DD = SURVEY DISK
 CO0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0275_SP_SET: CULVERT
 CO0275_STAMPING: 45V-77 1964
 CO0275_MARK LOGO: MSHD  
 CO0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0275
 CO0275  HISTORY     - Date     Condition        Report By
 CO0275  HISTORY     - 1964     MONUMENTED       MSHD
 CO0275  HISTORY     - 1983     GOOD             NGS
 CO0275
 CO0275                          STATION DESCRIPTION
 CO0275
 CO0275'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0275'2.5 MI N FROM SCOOBA.
 CO0275'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 16 AND U. S.
 CO0275'HIGHWAY 45 IN SCOOBA, GO NORTH ON HIGHWAY 45 FOR 2.5 MILES AND THE
 CO0275'MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 CO0275'IN THE SOUTH END OF THE WEST HEADWALL OF A 30-INCH CONCRETE PIPE, 23
 CO0275'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET BELOW THE LEVEL OF
 CO0275'THE HIGHWAY.
 CO0275
 CO0275                          STATION RECOVERY (1983)
 CO0275
 CO0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0674 ***********************************************************************
 CO0674  DESIGNATION -  45 V 78 MSHD
 CO0674  PID         -  CO0674
 CO0674  STATE/COUNTY-  MS/KEMPER
 CO0674  USGS QUAD   -  SHUQUALAK (1982)
 CO0674
 CO0674                         *CURRENT SURVEY CONTROL
 CO0674  ___________________________________________________________________
 CO0674* NAD 83(1986)-  32 53 22.     (N)    088 30 05.     (W)     SCALED    
 CO0674* NAVD 88     -        51.619  (meters)     169.35   (feet)  ADJUSTED  
 CO0674  ___________________________________________________________________
 CO0674  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CO0674  DYNAMIC HT  -          51.561 (meters)     169.16  (feet)  COMP
 CO0674  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CO0674
 CO0674  VERT ORDER  -  FIRST     CLASS II
 CO0674
 CO0674.The horizontal coordinates were scaled from a topographic map and have
 CO0674.an estimated accuracy of +/- 6 seconds.
 CO0674
 CO0674.The orthometric height was determined by differential leveling
 CO0674.and adjusted in June 1991.
 CO0674
 CO0674.The geoid height was determined by GEOID03.
 CO0674
 CO0674.The dynamic height is computed by dividing the NAVD 88
 CO0674.geopotential number by the normal gravity value computed on the
 CO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0674.degrees latitude (g = 980.6199 gals.).
 CO0674
 CO0674.The modeled gravity was interpolated from observed gravity values.
 CO0674
 CO0674;                    North         East    Units  Estimated Accuracy
 CO0674;SPC MS E     -   375,830.      331,060.      MT  (+/- 180 meters Scaled)
 CO0674
 CO0674                          SUPERSEDED SURVEY CONTROL
 CO0674
 CO0674  NGVD 29 (??/??/92)   51.614  (m)          169.34   (f) ADJ UNCH    1 2
 CO0674
 CO0674.Superseded values are not recommended for survey control.
 CO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0674.See file dsdata.txt to determine how the superseded data were derived.
 CO0674
 CO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB595400(NAD 83)
 CO0674_MARKER: DD = SURVEY DISK
 CO0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0674_STAMPING: 45V-78 1964
 CO0674_MARK LOGO: MSHD  
 CO0674_PROJECTION: PROJECTING 15 CENTIMETERS
 CO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0674+STABILITY: SURFACE MOTION
 CO0674
 CO0674  HISTORY     - Date     Condition        Report By
 CO0674  HISTORY     - 1964     MONUMENTED       MSHD
 CO0674  HISTORY     - 1983     GOOD             NGS
 CO0674
 CO0674                          STATION DESCRIPTION
 CO0674
 CO0674'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0674'4.75 MI N FROM SCOOBA.
 CO0674'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 16 AND U.S.
 CO0674'HIGHWAY 45 IN SCOOBA, GO NORTH ON HIGHWAY 45 FOR 4.75 MILES TO THE
 CO0674'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 CO0674'ROUND CONCRETE POST.  IT IS 75 FEET EAST OF THE CENTERLINE OF THE
 CO0674'HIGHWAY, 52 FEET SOUTHEAST OF A 20-INCH HICKORY TREE WITH A TRIANGLE
 CO0674'BLAZE ON THE SOUTH SIDE, 19 FEET NORTH OF A 30-INCH OAK TREE, 1.5 FEET
 CO0674'WEST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, 3 FEET BELOW THE
 CO0674'LEVEL OF THE HIGHWAY.
 CO0674
 CO0674                          STATION RECOVERY (1983)
 CO0674
 CO0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0674'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 1.5 FEET WEST OF FENCE.
 CO0674'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CO0674'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0675 ***********************************************************************
 CO0675  DESIGNATION -  45 V 79 MSHD
 CO0675  PID         -  CO0675
 CO0675  STATE/COUNTY-  MS/KEMPER
 CO0675  USGS QUAD   -  SHUQUALAK (1982)
 CO0675
 CO0675                         *CURRENT SURVEY CONTROL
 CO0675  ___________________________________________________________________
 CO0675* NAD 83(1986)-  32 54 01.     (N)    088 30 32.     (W)     SCALED    
 CO0675* NAVD 88     -        56.672  (meters)     185.93   (feet)  ADJUSTED  
 CO0675  ___________________________________________________________________
 CO0675  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CO0675  DYNAMIC HT  -          56.608 (meters)     185.72  (feet)  COMP
 CO0675  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CO0675
 CO0675  VERT ORDER  -  FIRST     CLASS II
 CO0675
 CO0675.The horizontal coordinates were scaled from a topographic map and have
 CO0675.an estimated accuracy of +/- 6 seconds.
 CO0675
 CO0675.The orthometric height was determined by differential leveling
 CO0675.and adjusted in June 1991.
 CO0675
 CO0675.The geoid height was determined by GEOID03.
 CO0675
 CO0675.The dynamic height is computed by dividing the NAVD 88
 CO0675.geopotential number by the normal gravity value computed on the
 CO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0675.degrees latitude (g = 980.6199 gals.).
 CO0675
 CO0675.The modeled gravity was interpolated from observed gravity values.
 CO0675
 CO0675;                    North         East    Units  Estimated Accuracy
 CO0675;SPC MS E     -   377,030.      330,350.      MT  (+/- 180 meters Scaled)
 CO0675
 CO0675                          SUPERSEDED SURVEY CONTROL
 CO0675
 CO0675  NGVD 29 (??/??/92)   56.658  (m)          185.89   (f) ADJ UNCH    1 2
 CO0675
 CO0675.Superseded values are not recommended for survey control.
 CO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0675.See file dsdata.txt to determine how the superseded data were derived.
 CO0675
 CO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB588412(NAD 83)
 CO0675_MARKER: DD = SURVEY DISK
 CO0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0675_STAMPING: 45V-79 1964
 CO0675_MARK LOGO: MSHD  
 CO0675_PROJECTION: PROJECTING 20 CENTIMETERS
 CO0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0675+STABILITY: SURFACE MOTION
 CO0675
 CO0675  HISTORY     - Date     Condition        Report By
 CO0675  HISTORY     - 1964     MONUMENTED       MSHD
 CO0675  HISTORY     - 1983     GOOD             NGS
 CO0675  HISTORY     - 20000303 MARK NOT FOUND   MSHD
 CO0675
 CO0675                          STATION DESCRIPTION
 CO0675
 CO0675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0675'5.60 MI N FROM SCOOBA.
 CO0675'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND U.S.
 CO0675'45 IN SCOOBA, GO NORTH ON HIGHWAY 45 FOR 5.6 MILES TO A DRIVEWAY ON
 CO0675'THE RIGHT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 CO0675'TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 62 FEET EAST OF THE
 CO0675'CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 CO0675'8 FEET NORTH OF A FENCE CORNER, 6.5 FEET NORTH OF A POWERLINE POLE, 2
 CO0675'FEET WEST OF A FENCE, 2 FEET EAST OF A METAL WITNESS POST, 3 FEET
 CO0675'ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTS 1 INCH.
 CO0675
 CO0675                          STATION RECOVERY (1983)
 CO0675
 CO0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0675'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 8 FEET NORTH OF A FENCE
 CO0675'CORNER AND 6.5 FEET NORTH OF A POWERLINE POLE.  ADD, 8.10 METERS
 CO0675'(26.6 FT) NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE PIPE CULVERT
 CO0675'UNDER THE DRIVEWAY.
 CO0675'THE MARK IS 0.6 M ABOVE HIGHWAY.
 CO0675
 CO0675                          STATION RECOVERY (2000)
 CO0675
 CO0675'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CO0675'LIKELY DESTROYED BY HIGHWAY RECONSTRUCTION.
 CO0675' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0681 ***********************************************************************
 CO0681  DESIGNATION -  45 V 80
 CO0681  PID         -  CO0681
 CO0681  STATE/COUNTY-  MS/NOXUBEE
 CO0681  USGS QUAD   -  SHUQUALAK (1982)
 CO0681
 CO0681                         *CURRENT SURVEY CONTROL
 CO0681  ___________________________________________________________________
 CO0681* NAD 83(1986)-  32 55 39.     (N)    088 31 40.     (W)     SCALED    
 CO0681* NAVD 88     -        72.868  (meters)     239.07   (feet)  ADJUSTED  
 CO0681  ___________________________________________________________________
 CO0681  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CO0681  DYNAMIC HT  -          72.787 (meters)     238.80  (feet)  COMP
 CO0681  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CO0681
 CO0681  VERT ORDER  -  FIRST     CLASS II
 CO0681
 CO0681.The horizontal coordinates were scaled from a topographic map and have
 CO0681.an estimated accuracy of +/- 6 seconds.
 CO0681
 CO0681.The orthometric height was determined by differential leveling
 CO0681.and adjusted in June 1991.
 CO0681.WARNING-Repeat measurements at this control monument indicate possible
 CO0681.vertical movement.
 CO0681
 CO0681.The geoid height was determined by GEOID03.
 CO0681
 CO0681.The dynamic height is computed by dividing the NAVD 88
 CO0681.geopotential number by the normal gravity value computed on the
 CO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0681.degrees latitude (g = 980.6199 gals.).
 CO0681
 CO0681.The modeled gravity was interpolated from observed gravity values.
 CO0681
 CO0681;                    North         East    Units  Estimated Accuracy
 CO0681;SPC MS E     -   380,040.      328,580.      MT  (+/- 180 meters Scaled)
 CO0681
 CO0681                          SUPERSEDED SURVEY CONTROL
 CO0681
 CO0681  NGVD 29 (??/??/92)   72.726  (m)          238.60   (f) ADJ UNCH    1 2
 CO0681
 CO0681.Superseded values are not recommended for survey control.
 CO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0681.See file dsdata.txt to determine how the superseded data were derived.
 CO0681
 CO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB571442(NAD 83)
 CO0681_MARKER: DD = SURVEY DISK
 CO0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0681_STAMPING: 45V-80 1964
 CO0681_MARK LOGO: MSHD  
 CO0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0681+STABILITY: SURFACE MOTION
 CO0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0681+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2000
 CO0681
 CO0681  HISTORY     - Date     Condition        Report By
 CO0681  HISTORY     - 1964     MONUMENTED       MSHD
 CO0681  HISTORY     - 1983     GOOD             NGS
 CO0681  HISTORY     - 20000303 GOOD             MSHD
 CO0681
 CO0681                          STATION DESCRIPTION
 CO0681
 CO0681'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0681'4.35 MI N FROM SHUQUALAK.
 CO0681'TO REACH THE MARK FROM THE WATER TANK IN SHUQUALAK, GO EAST 0.5 MILE
 CO0681'TO THE JUNCTION OF U. S. HIGHWAY 45 AND STATE HIGHWAYS 21 AND 39, TURN
 CO0681'RIGHT AND GO SOUTH 3.85 MILES TO A GROCERY STORE AND THE MARK ON THE
 CO0681'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CO0681'POST.  IT IS 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 106 FEET
 CO0681'NORTHEAST OF THE NORTHEAST CORNER OF THE VAUGHN GROCERY STORE, 34 FEET
 CO0681'NORTHWEST OF THE NOXUBEE AND KEMPER COUNTY LINE SIGN POST, 2 FEET
 CO0681'NORTH OF A POWER LINE POLE, 2 FEET SOUTH OF A ROW MARKER, 2 FEET WEST
 CO0681'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 45, AND PROJECTS 3
 CO0681'INCHES.
 CO0681
 CO0681                          STATION RECOVERY (1983)
 CO0681
 CO0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0681'RECOVERED IN GOOD CONDITION.  NOTE, THIS BENCH MARK IS SOUTHEAST OF
 CO0681'SHUQUALAK, NOT NORTH.  DELETE, VAUGHN GROCERY STORE, ADD HUNTERS
 CO0681'STORE.  DELETE, 34 FEET NORTHWEST OF THE NOXUBEE AND KEMPER COUNTY
 CO0681'LINE SIGN POST, ADD 9.60 METERS (31.5 FT) WEST-SOUTHWEST OF THE ENTER
 CO0681'KEMPER COUNTY SIGN POST.
 CO0681
 CO0681                          STATION RECOVERY (2000)
 CO0681
 CO0681'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CO0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0682 ***********************************************************************
 CO0682  DESIGNATION -  45 V 81
 CO0682  PID         -  CO0682
 CO0682  STATE/COUNTY-  MS/NOXUBEE
 CO0682  USGS QUAD   -  SHUQUALAK (1982)
 CO0682
 CO0682                         *CURRENT SURVEY CONTROL
 CO0682  ___________________________________________________________________
 CO0682* NAD 83(1986)-  32 56 20.     (N)    088 32 05.     (W)     SCALED    
 CO0682* NAVD 88     -        73.621  (meters)     241.54   (feet)  ADJUSTED  
 CO0682  ___________________________________________________________________
 CO0682  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CO0682  DYNAMIC HT  -          73.539 (meters)     241.27  (feet)  COMP
 CO0682  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CO0682
 CO0682  VERT ORDER  -  FIRST     CLASS II
 CO0682
 CO0682.The horizontal coordinates were scaled from a topographic map and have
 CO0682.an estimated accuracy of +/- 6 seconds.
 CO0682
 CO0682.The orthometric height was determined by differential leveling
 CO0682.and adjusted in June 1991.
 CO0682.WARNING-Repeat measurements at this control monument indicate possible
 CO0682.vertical movement.
 CO0682
 CO0682.The geoid height was determined by GEOID03.
 CO0682
 CO0682.The dynamic height is computed by dividing the NAVD 88
 CO0682.geopotential number by the normal gravity value computed on the
 CO0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0682.degrees latitude (g = 980.6199 gals.).
 CO0682
 CO0682.The modeled gravity was interpolated from observed gravity values.
 CO0682
 CO0682;                    North         East    Units  Estimated Accuracy
 CO0682;SPC MS E     -   381,300.      327,920.      MT  (+/- 180 meters Scaled)
 CO0682
 CO0682                          SUPERSEDED SURVEY CONTROL
 CO0682
 CO0682  NGVD 29 (??/??/92)   73.565  (m)          241.35   (f) ADJ UNCH    1 2
 CO0682
 CO0682.Superseded values are not recommended for survey control.
 CO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0682.See file dsdata.txt to determine how the superseded data were derived.
 CO0682
 CO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB565455(NAD 83)
 CO0682_MARKER: DD = SURVEY DISK
 CO0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0682_STAMPING: 45V-81 1964
 CO0682_MARK LOGO: MSHD  
 CO0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0682+STABILITY: SURFACE MOTION
 CO0682
 CO0682  HISTORY     - Date     Condition        Report By
 CO0682  HISTORY     - 1964     MONUMENTED       MSHD
 CO0682  HISTORY     - 1983     GOOD             NGS
 CO0682
 CO0682                          STATION DESCRIPTION
 CO0682
 CO0682'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0682'8.85 MI N FROM SCOOBA.
 CO0682'TO REACH THE MARK FROM THE CROSSING OF STATE HIGHWAY 16 AND U. S.
 CO0682'HIGHWAY 45 AT SCOOBA, GO NORTH ON HIGHWAY 45 FOR 8.85 MILES TO THE
 CO0682'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF
 CO0682'A 12-INCH ROUND CONCRETE POST.  IT IS 48 FEET EAST OF THE CENTERLINE
 CO0682'OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 25 FEET
 CO0682'NORTHWEST OF A 30-INCH OAK TREE, 2 FEET WEST OF A FENCE, 2 FEET EAST
 CO0682'OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CO0682'PROJECTS 1 INCH.
 CO0682
 CO0682                          STATION RECOVERY (1983)
 CO0682
 CO0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0683 ***********************************************************************
 CO0683  DESIGNATION -  45 V 82
 CO0683  PID         -  CO0683
 CO0683  STATE/COUNTY-  MS/NOXUBEE
 CO0683  USGS QUAD   -  SHUQUALAK (1982)
 CO0683
 CO0683                         *CURRENT SURVEY CONTROL
 CO0683  ___________________________________________________________________
 CO0683* NAD 83(1986)-  32 57 04.     (N)    088 32 34.     (W)     SCALED    
 CO0683* NAVD 88     -        71.725  (meters)     235.32   (feet)  ADJUSTED  
 CO0683  ___________________________________________________________________
 CO0683  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CO0683  DYNAMIC HT  -          71.645 (meters)     235.06  (feet)  COMP
 CO0683  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CO0683
 CO0683  VERT ORDER  -  FIRST     CLASS II
 CO0683
 CO0683.The horizontal coordinates were scaled from a topographic map and have
 CO0683.an estimated accuracy of +/- 6 seconds.
 CO0683
 CO0683.The orthometric height was determined by differential leveling
 CO0683.and adjusted in June 1991.
 CO0683
 CO0683.The geoid height was determined by GEOID03.
 CO0683
 CO0683.The dynamic height is computed by dividing the NAVD 88
 CO0683.geopotential number by the normal gravity value computed on the
 CO0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0683.degrees latitude (g = 980.6199 gals.).
 CO0683
 CO0683.The modeled gravity was interpolated from observed gravity values.
 CO0683
 CO0683;                    North         East    Units  Estimated Accuracy
 CO0683;SPC MS E     -   382,660.      327,170.      MT  (+/- 180 meters Scaled)
 CO0683
 CO0683                          SUPERSEDED SURVEY CONTROL
 CO0683
 CO0683  NGVD 29 (??/??/92)   71.694  (m)          235.22   (f) ADJ UNCH    1 2
 CO0683
 CO0683.Superseded values are not recommended for survey control.
 CO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0683.See file dsdata.txt to determine how the superseded data were derived.
 CO0683
 CO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB557469(NAD 83)
 CO0683_MARKER: DD = SURVEY DISK
 CO0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0683_STAMPING: 45V-82 1964
 CO0683_MARK LOGO: MSHD  
 CO0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0683+STABILITY: SURFACE MOTION
 CO0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0683+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2000
 CO0683
 CO0683  HISTORY     - Date     Condition        Report By
 CO0683  HISTORY     - 1964     MONUMENTED       MSHD
 CO0683  HISTORY     - 1983     GOOD             NGS
 CO0683  HISTORY     - 20000303 GOOD             MSHD
 CO0683
 CO0683                          STATION DESCRIPTION
 CO0683
 CO0683'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0683'9.85 MI N FROM SCOOBA.
 CO0683'TO REACH THE MARK FROM THE CROSSING OF STATE HIGHWAY 16 AND U. S.
 CO0683'HIGHWAY 45 IN SCOOBA, GO NORTH ON U. S. HIGHWAY 45 FOR 9.85 MILES TO
 CO0683'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 CO0683'ROUND CONCRETE POST.  IT IS 48 FEET WEST OF THE CENTERLINE OF THE
 CO0683'HIGHWAY, 19 FEET SOUTH OF THE CENTER OF A WIRE GAP, 6 FEET SOUTHEAST
 CO0683'OF A 24-INCH ELM TREE, 2 FEET EAST OF A FENCE, 2 FEET WEST OF A METAL
 CO0683'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CO0683
 CO0683                          STATION RECOVERY (1983)
 CO0683
 CO0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0683'RECOVERED IN GOOD CONDITION.
 CO0683
 CO0683                          STATION RECOVERY (2000)
 CO0683
 CO0683'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CO0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0688 ***********************************************************************
 CO0688  DESIGNATION -  45 V 83
 CO0688  PID         -  CO0688
 CO0688  STATE/COUNTY-  MS/NOXUBEE
 CO0688  USGS QUAD   -  SHUQUALAK (1982)
 CO0688
 CO0688                         *CURRENT SURVEY CONTROL
 CO0688  ___________________________________________________________________
 CO0688* NAD 83(1986)-  32 58 43.     (N)    088 33 37.     (W)     SCALED    
 CO0688* NAVD 88     -        61.968  (meters)     203.31   (feet)  ADJUSTED  
 CO0688  ___________________________________________________________________
 CO0688  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CO0688  DYNAMIC HT  -          61.899 (meters)     203.08  (feet)  COMP
 CO0688  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CO0688
 CO0688  VERT ORDER  -  FIRST     CLASS II
 CO0688
 CO0688.The horizontal coordinates were scaled from a topographic map and have
 CO0688.an estimated accuracy of +/- 6 seconds.
 CO0688
 CO0688.The orthometric height was determined by differential leveling
 CO0688.and adjusted in June 1991.
 CO0688
 CO0688.The geoid height was determined by GEOID03.
 CO0688
 CO0688.The dynamic height is computed by dividing the NAVD 88
 CO0688.geopotential number by the normal gravity value computed on the
 CO0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0688.degrees latitude (g = 980.6199 gals.).
 CO0688
 CO0688.The modeled gravity was interpolated from observed gravity values.
 CO0688
 CO0688;                    North         East    Units  Estimated Accuracy
 CO0688;SPC MS E     -   385,700.      325,520.      MT  (+/- 180 meters Scaled)
 CO0688
 CO0688                          SUPERSEDED SURVEY CONTROL
 CO0688
 CO0688  NGVD 29 (??/??/92)   61.942  (m)          203.22   (f) ADJ UNCH    1 2
 CO0688
 CO0688.Superseded values are not recommended for survey control.
 CO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0688.See file dsdata.txt to determine how the superseded data were derived.
 CO0688
 CO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB542499(NAD 83)
 CO0688_MARKER: DD = SURVEY DISK
 CO0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0688_STAMPING: 45V-83 1964
 CO0688_MARK LOGO: MSHD  
 CO0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0688+STABILITY: SURFACE MOTION
 CO0688
 CO0688  HISTORY     - Date     Condition        Report By
 CO0688  HISTORY     - 1964     MONUMENTED       MSHD
 CO0688  HISTORY     - 1983     GOOD             NGS
 CO0688
 CO0688                          STATION DESCRIPTION
 CO0688
 CO0688'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0688'IN SHUQUALAK.
 CO0688'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST. IT
 CO0688'IS 141 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS 21 AND 39
 CO0688'AND U. S. HIGHWAY 45 IN SHUQUALAK, 77 FEET NORTHEAST OF A POLE, 28
 CO0688'FEET NORTH OF THE CENTER OF A GATE, 2 FEET WEST OF A FENCE, 1.5 FEET
 CO0688'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 CO0688'PROJECTS 1 INCH.
 CO0688
 CO0688                          STATION RECOVERY (1983)
 CO0688
 CO0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0688'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 28 FEET NORTH OF THE CENTER
 CO0688'OF A GATE, ADD 8.53 METERS (28.0 FT) NORTH OF THE CENTER OF A GRAVEL
 CO0688'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0692 ***********************************************************************
 CO0692  DESIGNATION -  45 V 84
 CO0692  PID         -  CO0692
 CO0692  STATE/COUNTY-  MS/NOXUBEE
 CO0692  USGS QUAD   -  SHUQUALAK (1982)
 CO0692
 CO0692                         *CURRENT SURVEY CONTROL
 CO0692  ___________________________________________________________________
 CO0692* NAD 83(1986)-  32 59 36.     (N)    088 33 44.     (W)     SCALED    
 CO0692* NAVD 88     -        58.145  (meters)     190.76   (feet)  ADJUSTED  
 CO0692  ___________________________________________________________________
 CO0692  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CO0692  DYNAMIC HT  -          58.080 (meters)     190.55  (feet)  COMP
 CO0692  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CO0692
 CO0692  VERT ORDER  -  FIRST     CLASS II
 CO0692
 CO0692.The horizontal coordinates were scaled from a topographic map and have
 CO0692.an estimated accuracy of +/- 6 seconds.
 CO0692
 CO0692.The orthometric height was determined by differential leveling
 CO0692.and adjusted in June 1991.
 CO0692
 CO0692.The geoid height was determined by GEOID03.
 CO0692
 CO0692.The dynamic height is computed by dividing the NAVD 88
 CO0692.geopotential number by the normal gravity value computed on the
 CO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0692.degrees latitude (g = 980.6199 gals.).
 CO0692
 CO0692.The modeled gravity was interpolated from observed gravity values.
 CO0692
 CO0692;                    North         East    Units  Estimated Accuracy
 CO0692;SPC MS E     -   387,330.      325,340.      MT  (+/- 180 meters Scaled)
 CO0692
 CO0692                          SUPERSEDED SURVEY CONTROL
 CO0692
 CO0692  NGVD 29 (??/??/92)   58.120  (m)          190.68   (f) ADJ UNCH    1 2
 CO0692
 CO0692.Superseded values are not recommended for survey control.
 CO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0692.See file dsdata.txt to determine how the superseded data were derived.
 CO0692
 CO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB540516(NAD 83)
 CO0692_MARKER: DD = SURVEY DISK
 CO0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0692_SP_SET: CULVERT
 CO0692_STAMPING: 45V-84 1964
 CO0692_MARK LOGO: MSHD  
 CO0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0692
 CO0692  HISTORY     - Date     Condition        Report By
 CO0692  HISTORY     - 1964     MONUMENTED       MSHD
 CO0692  HISTORY     - 1983     GOOD             NGS
 CO0692
 CO0692                          STATION DESCRIPTION
 CO0692
 CO0692'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0692'1.0 MI N FROM SHUQUALAK.
 CO0692'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND 39
 CO0692'AND U. S. HIGHWAY 45 IN SHUQUALAK, GO NORTH ON U. S. HIGHWAY 45 FOR
 CO0692'1.0 MILE TO A CONCRETE CULVERT AND THE MARK ON THE LEFT.  THE MARK IS
 CO0692'A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTHWEST CORNER OFOF
 CO0692'THE WEST HEADWALL OF A 4 X 12-FOOT CULVERT, 17 FEET WEST OF THE
 CO0692'CENTERLINE OF THE HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CO0692
 CO0692                          STATION RECOVERY (1983)
 CO0692
 CO0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0692'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 1.0 MILE, ADD, 0.9 MILE
 CO0692'(1.4 KM).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0692 ***********************************************************************
 DJ0692  DESIGNATION -  45 V 85
 DJ0692  PID         -  DJ0692
 DJ0692  STATE/COUNTY-  MS/NOXUBEE
 DJ0692  USGS QUAD   -  MACON (1982)
 DJ0692
 DJ0692                         *CURRENT SURVEY CONTROL
 DJ0692  ___________________________________________________________________
 DJ0692* NAD 83(1986)-  33 00 51.     (N)    088 33 50.     (W)     SCALED    
 DJ0692* NAVD 88     -        73.034  (meters)     239.61   (feet)  ADJUSTED  
 DJ0692  ___________________________________________________________________
 DJ0692  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DJ0692  DYNAMIC HT  -          72.953 (meters)     239.35  (feet)  COMP
 DJ0692  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DJ0692
 DJ0692  VERT ORDER  -  FIRST     CLASS II
 DJ0692
 DJ0692.The horizontal coordinates were scaled from a topographic map and have
 DJ0692.an estimated accuracy of +/- 6 seconds.
 DJ0692
 DJ0692.The orthometric height was determined by differential leveling
 DJ0692.and adjusted in June 1991.
 DJ0692
 DJ0692.The geoid height was determined by GEOID03.
 DJ0692
 DJ0692.The dynamic height is computed by dividing the NAVD 88
 DJ0692.geopotential number by the normal gravity value computed on the
 DJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0692.degrees latitude (g = 980.6199 gals.).
 DJ0692
 DJ0692.The modeled gravity was interpolated from observed gravity values.
 DJ0692
 DJ0692;                    North         East    Units  Estimated Accuracy
 DJ0692;SPC MS E     -   389,640.      325,180.      MT  (+/- 180 meters Scaled)
 DJ0692
 DJ0692                          SUPERSEDED SURVEY CONTROL
 DJ0692
 DJ0692.No superseded survey control is available for this station.
 DJ0692
 DJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB539539(NAD 83)
 DJ0692_MARKER: DD = SURVEY DISK
 DJ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0692_STAMPING: 45V-85 1964
 DJ0692_MARK LOGO: MSHD  
 DJ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0692+STABILITY: SURFACE MOTION
 DJ0692
 DJ0692  HISTORY     - Date     Condition        Report By
 DJ0692  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0692  HISTORY     - 1983     GOOD             NGS
 DJ0692
 DJ0692                          STATION DESCRIPTION
 DJ0692
 DJ0692'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0692'2.7 MI N FROM SHUQUALAK.
 DJ0692'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND 39
 DJ0692'AND U.S. HIGHWAY 45 IN SHUQUALAK, GO NORTH ON HIGHWAY 45 FOR 2.7 MILES
 DJ0692'TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ0692'12-INCH ROUND CONCRETE POST.  IT IS 45 FEET WEST OF THE CENTERLINE OF
 DJ0692'THE HIGHWAY, 9 FEET SOUTH OF THE CENTER OF A GATE, 6 FEET EAST OF A
 DJ0692'BOARD FENCE AT A CATTLE LOADING PEN, 4 FEET NORTH OF A POWER LINE
 DJ0692'POLE, 1 FOOT WEST OF A METAL WITNESS POST.  4 FEET ABOVE THE LEVEL OF
 DJ0692'THE HIGHWAY, AND PROJECTS 1 INCH.
 DJ0692
 DJ0692                          STATION RECOVERY (1983)
 DJ0692
 DJ0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0692'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 9 FEET SOUTH OF THE CENTER
 DJ0692'OF A GATE, 6 FEET EAST OF A BOARD FENCE AT A CATTLE LOADING PEN, ADD
 DJ0692'0.6 METER (2.0 FT) EAST OF A FENCE, 1.27 METERS (4.0 FT) NORTHWEST OF
 DJ0692'A POWERLINE POLE, AND 20.42 METERS (67.0 FT) NORTH OF A GRAVEL ROAD
 DJ0692'LEADING TO A LARGE TWO STORY BRICK HOUSE.
 DJ0692'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DJ0692'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0697 ***********************************************************************
 DJ0697  DESIGNATION -  45 V 86
 DJ0697  PID         -  DJ0697
 DJ0697  STATE/COUNTY-  MS/NOXUBEE
 DJ0697  USGS QUAD   -  MACON (1982)
 DJ0697
 DJ0697                         *CURRENT SURVEY CONTROL
 DJ0697  ___________________________________________________________________
 DJ0697* NAD 83(1986)-  33 02 13.     (N)    088 33 47.     (W)     SCALED    
 DJ0697* NAVD 88     -        52.082  (meters)     170.87   (feet)  ADJUSTED  
 DJ0697  ___________________________________________________________________
 DJ0697  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DJ0697  DYNAMIC HT  -          52.024 (meters)     170.68  (feet)  COMP
 DJ0697  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 DJ0697
 DJ0697  VERT ORDER  -  FIRST     CLASS II
 DJ0697
 DJ0697.The horizontal coordinates were scaled from a topographic map and have
 DJ0697.an estimated accuracy of +/- 6 seconds.
 DJ0697
 DJ0697.The orthometric height was determined by differential leveling
 DJ0697.and adjusted in June 1991.
 DJ0697
 DJ0697.The geoid height was determined by GEOID03.
 DJ0697
 DJ0697.The dynamic height is computed by dividing the NAVD 88
 DJ0697.geopotential number by the normal gravity value computed on the
 DJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0697.degrees latitude (g = 980.6199 gals.).
 DJ0697
 DJ0697.The modeled gravity was interpolated from observed gravity values.
 DJ0697
 DJ0697;                    North         East    Units  Estimated Accuracy
 DJ0697;SPC MS E     -   392,170.      325,250.      MT  (+/- 180 meters Scaled)
 DJ0697
 DJ0697                          SUPERSEDED SURVEY CONTROL
 DJ0697
 DJ0697  NGVD 29 (??/??/92)   52.051  (m)          170.77   (f) ADJ UNCH    1 2
 DJ0697
 DJ0697.Superseded values are not recommended for survey control.
 DJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0697.See file dsdata.txt to determine how the superseded data were derived.
 DJ0697
 DJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB540564(NAD 83)
 DJ0697_MARKER: DD = SURVEY DISK
 DJ0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0697_SP_SET: BRIDGE
 DJ0697_STAMPING: 45V-86 1964
 DJ0697_MARK LOGO: MSHD  
 DJ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0697
 DJ0697  HISTORY     - Date     Condition        Report By
 DJ0697  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0697  HISTORY     - 1983     GOOD             NGS
 DJ0697
 DJ0697                          STATION DESCRIPTION
 DJ0697
 DJ0697'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0697'4.8 MI S FROM MACON.
 DJ0697'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO SOUTH ON U. S.
 DJ0697'HIGHWAY 45 FOR 4.8 MILES TO A BRIDGE AND THE MARK ON THE RIGHT.  THE
 DJ0697'MARK IS A STANDARD DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 DJ0697'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE, 15.5 FEET WEST OF THE
 DJ0697'CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 DJ0697
 DJ0697                          STATION RECOVERY (1983)
 DJ0697
 DJ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0697'RECOVERED IN GOOD CONDITION.  NOTE, DELETE GO SOUTH ON U.S. HIGHWAY 45
 DJ0697'FOR 4.8 MILES, ADD GO 4.7 KM (2.90 MI) SOUTH ALONG U.S. HIGHWAY 45
 DJ0697'BUSINESS, THENCE 2.0 KM (1.25 MI) SOUTH ALONG U.S. HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0698 ***********************************************************************
 DJ0698  DESIGNATION -  45 V 87
 DJ0698  PID         -  DJ0698
 DJ0698  STATE/COUNTY-  MS/NOXUBEE
 DJ0698  USGS QUAD   -  MACON (1982)
 DJ0698
 DJ0698                         *CURRENT SURVEY CONTROL
 DJ0698  ___________________________________________________________________
 DJ0698* NAD 83(1986)-  33 03 08.     (N)    088 33 50.     (W)     SCALED    
 DJ0698* NAVD 88     -        52.401  (meters)     171.92   (feet)  ADJUSTED  
 DJ0698  ___________________________________________________________________
 DJ0698  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DJ0698  DYNAMIC HT  -          52.343 (meters)     171.73  (feet)  COMP
 DJ0698  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 DJ0698
 DJ0698  VERT ORDER  -  FIRST     CLASS II
 DJ0698
 DJ0698.The horizontal coordinates were scaled from a topographic map and have
 DJ0698.an estimated accuracy of +/- 6 seconds.
 DJ0698
 DJ0698.The orthometric height was determined by differential leveling
 DJ0698.and adjusted in June 1991.
 DJ0698
 DJ0698.The geoid height was determined by GEOID03.
 DJ0698
 DJ0698.The dynamic height is computed by dividing the NAVD 88
 DJ0698.geopotential number by the normal gravity value computed on the
 DJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0698.degrees latitude (g = 980.6199 gals.).
 DJ0698
 DJ0698.The modeled gravity was interpolated from observed gravity values.
 DJ0698
 DJ0698;                    North         East    Units  Estimated Accuracy
 DJ0698;SPC MS E     -   393,860.      325,160.      MT  (+/- 180 meters Scaled)
 DJ0698
 DJ0698                          SUPERSEDED SURVEY CONTROL
 DJ0698
 DJ0698  NGVD 29 (??/??/92)   52.376  (m)          171.84   (f) ADJ UNCH    1 2
 DJ0698
 DJ0698.Superseded values are not recommended for survey control.
 DJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0698.See file dsdata.txt to determine how the superseded data were derived.
 DJ0698
 DJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB539581(NAD 83)
 DJ0698_MARKER: DD = SURVEY DISK
 DJ0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0698_SP_SET: ABUTMENT
 DJ0698_STAMPING: 45V-87 1964
 DJ0698_MARK LOGO: MSHD  
 DJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0698+STABILITY: SURFACE MOTION
 DJ0698
 DJ0698  HISTORY     - Date     Condition        Report By
 DJ0698  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0698  HISTORY     - 1983     GOOD             NGS
 DJ0698
 DJ0698                          STATION DESCRIPTION
 DJ0698
 DJ0698'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0698'4.0 MI S FROM MACON.
 DJ0698'TO REACH THE MARK, GO 4.0 MILES SOUTH ON U. S. HIGHWAY 45 FROM THE
 DJ0698'COURTHOUSE IN MACON AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK
 DJ0698'IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTHWEST CORNER OF A
 DJ0698'CONCRETE BRIDGE ABUTMENT, 15.4 FEET WEST OF THE CENTERLINE OF THE
 DJ0698'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 DJ0698
 DJ0698                          STATION RECOVERY (1983)
 DJ0698
 DJ0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0698'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 4.0 MILES SOUTH ON U.S.
 DJ0698'HIGHWAY 45 FROM THE COURTHOUSE IN MACON, ADD 4.7 KM (2.90 MI) SOUTH
 DJ0698'ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN MACON, THENCE
 DJ0698'0.5 KM (0.30 MI) SOUTH ALONG U.S. HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0699 ***********************************************************************
 DJ0699  DESIGNATION -  45 V 88
 DJ0699  PID         -  DJ0699
 DJ0699  STATE/COUNTY-  MS/NOXUBEE
 DJ0699  USGS QUAD   -  MACON (1982)
 DJ0699
 DJ0699                         *CURRENT SURVEY CONTROL
 DJ0699  ___________________________________________________________________
 DJ0699* NAD 83(1986)-  33 04 08.     (N)    088 33 50.     (W)     SCALED    
 DJ0699* NAVD 88     -        53.381  (meters)     175.13   (feet)  ADJUSTED  
 DJ0699  ___________________________________________________________________
 DJ0699  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DJ0699  DYNAMIC HT  -          53.322 (meters)     174.94  (feet)  COMP
 DJ0699  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 DJ0699
 DJ0699  VERT ORDER  -  FIRST     CLASS II
 DJ0699
 DJ0699.The horizontal coordinates were scaled from a topographic map and have
 DJ0699.an estimated accuracy of +/- 6 seconds.
 DJ0699
 DJ0699.The orthometric height was determined by differential leveling
 DJ0699.and adjusted in June 1991.
 DJ0699
 DJ0699.The geoid height was determined by GEOID03.
 DJ0699
 DJ0699.The dynamic height is computed by dividing the NAVD 88
 DJ0699.geopotential number by the normal gravity value computed on the
 DJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0699.degrees latitude (g = 980.6199 gals.).
 DJ0699
 DJ0699.The modeled gravity was interpolated from observed gravity values.
 DJ0699
 DJ0699;                    North         East    Units  Estimated Accuracy
 DJ0699;SPC MS E     -   395,710.      325,160.      MT  (+/- 180 meters Scaled)
 DJ0699
 DJ0699                          SUPERSEDED SURVEY CONTROL
 DJ0699
 DJ0699  NGVD 29 (??/??/92)   53.359  (m)          175.06   (f) ADJ UNCH    1 2
 DJ0699
 DJ0699.Superseded values are not recommended for survey control.
 DJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0699.See file dsdata.txt to determine how the superseded data were derived.
 DJ0699
 DJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB540600(NAD 83)
 DJ0699_MARKER: DD = SURVEY DISK
 DJ0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0699_SP_SET: ABUTMENT
 DJ0699_STAMPING: 45V-88 1964
 DJ0699_MARK LOGO: MSHD  
 DJ0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0699
 DJ0699  HISTORY     - Date     Condition        Report By
 DJ0699  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0699  HISTORY     - 1983     GOOD             NGS
 DJ0699
 DJ0699                          STATION DESCRIPTION
 DJ0699
 DJ0699'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0699'2.7 MI S FROM MACON.
 DJ0699'TO REACH THE MARK FROM THE COURTHOUSE IN MACON GO 2.7 MILES SOUTH ON
 DJ0699'U. S. HIGHWAY 45 TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.  THE
 DJ0699'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTHEAST CORNER
 DJ0699'OF A CONCRETE BRIDGE ABUTMENT, 15 FEET EAST OF THE CENTERLINE OF THE
 DJ0699'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 DJ0699
 DJ0699                          STATION RECOVERY (1983)
 DJ0699
 DJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0699'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.7 MILES SOUTH ON U.S.
 DJ0699'HIGHWAY 45, ADD 4.1 KM (2.55 MI) SOUTH ALONG U.S. HIGHWAY 45 BUSINESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0700 ***********************************************************************
 DJ0700  DESIGNATION -  45 V 89
 DJ0700  PID         -  DJ0700
 DJ0700  STATE/COUNTY-  MS/NOXUBEE
 DJ0700  USGS QUAD   -  MACON (1982)
 DJ0700
 DJ0700                         *CURRENT SURVEY CONTROL
 DJ0700  ___________________________________________________________________
 DJ0700* NAD 83(1986)-  33 04 50.     (N)    088 33 48.     (W)     SCALED    
 DJ0700* NAVD 88     -        53.531  (meters)     175.63   (feet)  ADJUSTED  
 DJ0700  ___________________________________________________________________
 DJ0700  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DJ0700  DYNAMIC HT  -          53.472 (meters)     175.43  (feet)  COMP
 DJ0700  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 DJ0700
 DJ0700  VERT ORDER  -  FIRST     CLASS II
 DJ0700
 DJ0700.The horizontal coordinates were scaled from a topographic map and have
 DJ0700.an estimated accuracy of +/- 6 seconds.
 DJ0700
 DJ0700.The orthometric height was determined by differential leveling
 DJ0700.and adjusted in June 1991.
 DJ0700
 DJ0700.The geoid height was determined by GEOID03.
 DJ0700
 DJ0700.The dynamic height is computed by dividing the NAVD 88
 DJ0700.geopotential number by the normal gravity value computed on the
 DJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0700.degrees latitude (g = 980.6199 gals.).
 DJ0700
 DJ0700.The modeled gravity was interpolated from observed gravity values.
 DJ0700
 DJ0700;                    North         East    Units  Estimated Accuracy
 DJ0700;SPC MS E     -   397,010.      325,210.      MT  (+/- 180 meters Scaled)
 DJ0700
 DJ0700                          SUPERSEDED SURVEY CONTROL
 DJ0700
 DJ0700  NGVD 29 (??/??/92)   53.511  (m)          175.56   (f) ADJ UNCH    1 2
 DJ0700
 DJ0700.Superseded values are not recommended for survey control.
 DJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0700.See file dsdata.txt to determine how the superseded data were derived.
 DJ0700
 DJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB540613(NAD 83)
 DJ0700_MARKER: DD = SURVEY DISK
 DJ0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0700_SP_SET: ABUTMENT
 DJ0700_STAMPING: 45V-89 1964
 DJ0700_MARK LOGO: MSHD  
 DJ0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0700
 DJ0700  HISTORY     - Date     Condition        Report By
 DJ0700  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0700  HISTORY     - 1983     GOOD             NGS
 DJ0700
 DJ0700                          STATION DESCRIPTION
 DJ0700
 DJ0700'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0700'1.9 MI S FROM MACON.
 DJ0700'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO SOUTH ON HIGHWAY 45
 DJ0700'FOR 1.9 MILES TO A CONCRETE BRIDGE, AND THE MARK ON THE RIGHT. THE
 DJ0700'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE SET IN THE SOUTHWEST
 DJ0700'CORNER OF A CONCRETE BRIDGE ABUTMENT, 15.5 FEET WEST OF THE CENTERLINE
 DJ0700'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 DJ0700
 DJ0700                          STATION RECOVERY (1983)
 DJ0700
 DJ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0700'RECOVERED IN GOOD CONDITION.  NOTE, ADD 2.8 KM (1.75 MI) SOUTH ALONG
 DJ0700'U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN MACON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0402 ***********************************************************************
 BV0402  DESIGNATION -  45 V 9
 BV0402  PID         -  BV0402
 BV0402  STATE/COUNTY-  MS/WAYNE
 BV0402  USGS QUAD   -  DENHAM (1982)
 BV0402
 BV0402                         *CURRENT SURVEY CONTROL
 BV0402  ___________________________________________________________________
 BV0402* NAD 83(1986)-  31 38 37.     (N)    088 36 28.     (W)     SCALED    
 BV0402* NAVD 88     -        59.416  (meters)     194.93   (feet)  ADJUSTED  
 BV0402  ___________________________________________________________________
 BV0402  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV0402  DYNAMIC HT  -          59.345 (meters)     194.70  (feet)  COMP
 BV0402  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 BV0402
 BV0402  VERT ORDER  -  FIRST     CLASS II
 BV0402
 BV0402.The horizontal coordinates were scaled from a topographic map and have
 BV0402.an estimated accuracy of +/- 6 seconds.
 BV0402
 BV0402.The orthometric height was determined by differential leveling
 BV0402.and adjusted in June 1991.
 BV0402
 BV0402.The geoid height was determined by GEOID03.
 BV0402
 BV0402.The dynamic height is computed by dividing the NAVD 88
 BV0402.geopotential number by the normal gravity value computed on the
 BV0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0402.degrees latitude (g = 980.6199 gals.).
 BV0402
 BV0402.The modeled gravity was interpolated from observed gravity values.
 BV0402
 BV0402;                    North         East    Units  Estimated Accuracy
 BV0402;SPC MS E     -   237,660.      321,390.      MT  (+/- 180 meters Scaled)
 BV0402
 BV0402                          SUPERSEDED SURVEY CONTROL
 BV0402
 BV0402  NGVD 29 (??/??/??)   59.390  (m)          194.85   (f) ADJUSTED    1 2
 BV0402
 BV0402.Superseded values are not recommended for survey control.
 BV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0402.See file dsdata.txt to determine how the superseded data were derived.
 BV0402
 BV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA475020(NAD 83)
 BV0402_MARKER: DD = SURVEY DISK
 BV0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0402_SP_SET: CONCRETE POST
 BV0402_STAMPING: BM 45V-9 1961
 BV0402_MARK LOGO: MSHD  
 BV0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0402+STABILITY: SURFACE MOTION
 BV0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0402+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BV0402
 BV0402  HISTORY     - Date     Condition        Report By
 BV0402  HISTORY     - 1961     MONUMENTED       MSHD
 BV0402  HISTORY     - 1964     GOOD             NGS
 BV0402  HISTORY     - 1980     GOOD             NGS
 BV0402  HISTORY     - 19910725 GOOD             MSHD
 BV0402
 BV0402                          STATION DESCRIPTION
 BV0402
 BV0402'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0402'3 MI S FROM WAYNESBORO.
 BV0402'THE MARK IS LOCATED ABOUT 3 MILES SOUTH WAYNESBORO, ON THE WEST SIDE
 BV0402'OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED AND OCCUPIED BY MR. BEN
 BV0402'MEADORS.  TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 45
 BV0402'AND 84 IN WAYNESBORO, GO SOUTH ON U.S. 45 FOR 3.15 MILES TO A WHITE
 BV0402'FRAME HOUSE, MR. MEADORS HOME AND THE MARK ON THE RIGHT.  THE MARK IS
 BV0402'A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-9 1961, SET IN
 BV0402'THE TOP OF A 12-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND
 BV0402'SURFACE.  IT IS 186 FEET WEST OF THE CENTERLINE OF U.S. 45, 24 FEET
 BV0402'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 39 FEET NORTH OF THE
 BV0402'NORTHEAST CORNER OF A SMALL WHITE FRAME HOUSE AND 2 FEET NORTH OF THE
 BV0402'NORTH END OF A HEDGE ROW.  NO WITNESS POST WAS SET.
 BV0402
 BV0402                          STATION RECOVERY (1964)
 BV0402
 BV0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0402'RECOVERED IN GOOD CONDITION.
 BV0402
 BV0402                          STATION RECOVERY (1980)
 BV0402
 BV0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0402'RECOVERED IN GOOD CONDITION.
 BV0402
 BV0402                          STATION RECOVERY (1991)
 BV0402
 BV0402'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0402'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF WAYNESBORO, ON
 BV0402'THE SOUTHWEST SIDE OF U.S. HIGHWAY 45, ON THE SITE OF THE RUINS OF A
 BV0402'HOUSE THAT HAS COMPLETELY BURNED AND IS IN SECTION 20, T 8N, R 6W.
 BV0402'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0402'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0402'45, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 3.15 MI
 BV0402'(5.07 KM) TO THE MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD
 BV0402'LEFT.
 BV0402'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH
 BV0402'WITH THE GROUND, 186.0 FT (56.7 M) SOUTHWEST OF THE CENTER OF HIGHWAY
 BV0402'45, 73.0 FT (22.3 M) NORTHWEST OF A FENCE, 55.0 FT (16.8 M) NORTHEAST
 BV0402'OF ANOTHER FENCE, 44.0 FT (13.4 M) NORTHEAST OF AN 18 INCH PECAN,
 BV0402'39.4 FT (12.0 M) NORTHWEST OF THE NORTH CORNER OF AN ABANDONED
 BV0402'CHIMNEY, 16.5 FT (5.0 M) NORTHEAST OF THE NORTH CORNER OF A WOOD
 BV0402'FRAME BUILDING AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS
 BV0402'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0706 ***********************************************************************
 DJ0706  DESIGNATION -  45 V 91
 DJ0706  PID         -  DJ0706
 DJ0706  STATE/COUNTY-  MS/NOXUBEE
 DJ0706  USGS QUAD   -  MACON (1982)
 DJ0706
 DJ0706                         *CURRENT SURVEY CONTROL
 DJ0706  ___________________________________________________________________
 DJ0706* NAD 83(1986)-  33 07 04.     (N)    088 33 37.     (W)     SCALED    
 DJ0706* NAVD 88     -        64.608  (meters)     211.97   (feet)  ADJUSTED  
 DJ0706  ___________________________________________________________________
 DJ0706  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ0706  DYNAMIC HT  -          64.537 (meters)     211.74  (feet)  COMP
 DJ0706  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DJ0706
 DJ0706  VERT ORDER  -  FIRST     CLASS II
 DJ0706
 DJ0706.The horizontal coordinates were scaled from a topographic map and have
 DJ0706.an estimated accuracy of +/- 6 seconds.
 DJ0706
 DJ0706.The orthometric height was determined by differential leveling
 DJ0706.and adjusted in June 1991.
 DJ0706
 DJ0706.The geoid height was determined by GEOID03.
 DJ0706
 DJ0706.The dynamic height is computed by dividing the NAVD 88
 DJ0706.geopotential number by the normal gravity value computed on the
 DJ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0706.degrees latitude (g = 980.6199 gals.).
 DJ0706
 DJ0706.The modeled gravity was interpolated from observed gravity values.
 DJ0706
 DJ0706;                    North         East    Units  Estimated Accuracy
 DJ0706;SPC MS E     -   401,130.      325,480.      MT  (+/- 180 meters Scaled)
 DJ0706
 DJ0706                          SUPERSEDED SURVEY CONTROL
 DJ0706
 DJ0706  NGVD 29 (??/??/92)   64.570  (m)          211.84   (f) ADJ UNCH    1 2
 DJ0706
 DJ0706.Superseded values are not recommended for survey control.
 DJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0706.See file dsdata.txt to determine how the superseded data were derived.
 DJ0706
 DJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB544654(NAD 83)
 DJ0706_MARKER: DD = SURVEY DISK
 DJ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0706_STAMPING: 45V-91 1964
 DJ0706_MARK LOGO: MSHD  
 DJ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0706+STABILITY: SURFACE MOTION
 DJ0706
 DJ0706  HISTORY     - Date     Condition        Report By
 DJ0706  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0706  HISTORY     - 1983     GOOD             NGS
 DJ0706
 DJ0706                          STATION DESCRIPTION
 DJ0706
 DJ0706'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0706'0.85 MI N FROM MACON.
 DJ0706'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO NORTH ON U. S.
 DJ0706'HIGHWAY 45 FOR 0.85 MILE TO A GULF SERVICE STATION ON THE LEFT AND THE
 DJ0706'MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0706'ROUND CONCRETE POST.  IT IS 32 FEET WEST OF THE CENTERLINE OF THE
 DJ0706'HIGHWAY, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GULF OIL
 DJ0706'STATION, 4 FEET WEST OF THE WEST EDGE OF THE SIDE WALK, 3 FEET NORTH
 DJ0706'OF THE EAST END OF AN IRON FENCE, 1 FOOT ABOVE THE LEVEL OF THE
 DJ0706'HIGHWAY, ABOUT LEVEL WITH THE SIDEWALK.
 DJ0706
 DJ0706                          STATION RECOVERY (1983)
 DJ0706
 DJ0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0706'RECOVERED IN GOOD CONDITION.  NOTE, DELETE GULF, ADD AMOCO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0707 ***********************************************************************
 DJ0707  DESIGNATION -  45 V 92
 DJ0707  PID         -  DJ0707
 DJ0707  STATE/COUNTY-  MS/NOXUBEE
 DJ0707  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0707
 DJ0707                         *CURRENT SURVEY CONTROL
 DJ0707  ___________________________________________________________________
 DJ0707* NAD 83(1986)-  33 07 42.     (N)    088 33 37.     (W)     SCALED    
 DJ0707* NAVD 88     -        72.180  (meters)     236.81   (feet)  ADJUSTED  
 DJ0707  ___________________________________________________________________
 DJ0707  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ0707  DYNAMIC HT  -          72.101 (meters)     236.55  (feet)  COMP
 DJ0707  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DJ0707
 DJ0707  VERT ORDER  -  SECOND    CLASS 0
 DJ0707
 DJ0707.The horizontal coordinates were scaled from a topographic map and have
 DJ0707.an estimated accuracy of +/- 6 seconds.
 DJ0707
 DJ0707.The orthometric height was determined by differential leveling
 DJ0707.and adjusted in June 1991.
 DJ0707
 DJ0707.The geoid height was determined by GEOID03.
 DJ0707
 DJ0707.The dynamic height is computed by dividing the NAVD 88
 DJ0707.geopotential number by the normal gravity value computed on the
 DJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0707.degrees latitude (g = 980.6199 gals.).
 DJ0707
 DJ0707.The modeled gravity was interpolated from observed gravity values.
 DJ0707
 DJ0707;                    North         East    Units  Estimated Accuracy
 DJ0707;SPC MS E     -   402,310.      325,480.      MT  (+/- 180 meters Scaled)
 DJ0707
 DJ0707                          SUPERSEDED SURVEY CONTROL
 DJ0707
 DJ0707  NGVD 29 (??/??/92)   72.141  (m)          236.68   (f) ADJ UNCH    2 0
 DJ0707
 DJ0707.Superseded values are not recommended for survey control.
 DJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0707.See file dsdata.txt to determine how the superseded data were derived.
 DJ0707
 DJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB544665(NAD 83)
 DJ0707_MARKER: DD = SURVEY DISK
 DJ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0707_STAMPING: 45V-92 1964
 DJ0707_MARK LOGO: MSHD  
 DJ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0707+STABILITY: SURFACE MOTION
 DJ0707
 DJ0707  HISTORY     - Date     Condition        Report By
 DJ0707  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0707  HISTORY     - 1983     POOR             NGS
 DJ0707
 DJ0707                          STATION DESCRIPTION
 DJ0707
 DJ0707'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0707'1.8 MI N FROM MACON.
 DJ0707'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO NORTH ON U. S.
 DJ0707'HIGHWAY 45 FOR 1.8 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 DJ0707'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS
 DJ0707'98 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 49.5 FEET WEST OF
 DJ0707'THE CENTERLINE OF HIGHWAY 45, 2 FEET WEST OF A METAL WITNESS POST ON A
 DJ0707'FENCE LINE ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.
 DJ0707
 DJ0707                          STATION RECOVERY (1983)
 DJ0707
 DJ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0707'RECOVERED IN POOR CONDITION, MARK HAS BEEN HIT AND IS TILTED AT ABOUT
 DJ0707'25 DEGREES.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0708 ***********************************************************************
 DJ0708  DESIGNATION -  45 V 93
 DJ0708  PID         -  DJ0708
 DJ0708  STATE/COUNTY-  MS/NOXUBEE
 DJ0708  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0708
 DJ0708                         *CURRENT SURVEY CONTROL
 DJ0708  ___________________________________________________________________
 DJ0708* NAD 83(1986)-  33 08 21.     (N)    088 33 42.     (W)     SCALED    
 DJ0708* NAVD 88     -        62.860  (meters)     206.23   (feet)  ADJUSTED  
 DJ0708  ___________________________________________________________________
 DJ0708  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0708  DYNAMIC HT  -          62.791 (meters)     206.01  (feet)  COMP
 DJ0708  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 DJ0708
 DJ0708  VERT ORDER  -  FIRST     CLASS II
 DJ0708
 DJ0708.The horizontal coordinates were scaled from a topographic map and have
 DJ0708.an estimated accuracy of +/- 6 seconds.
 DJ0708
 DJ0708.The orthometric height was determined by differential leveling
 DJ0708.and adjusted in June 1991.
 DJ0708
 DJ0708.The geoid height was determined by GEOID03.
 DJ0708
 DJ0708.The dynamic height is computed by dividing the NAVD 88
 DJ0708.geopotential number by the normal gravity value computed on the
 DJ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0708.degrees latitude (g = 980.6199 gals.).
 DJ0708
 DJ0708.The modeled gravity was interpolated from observed gravity values.
 DJ0708
 DJ0708;                    North         East    Units  Estimated Accuracy
 DJ0708;SPC MS E     -   403,510.      325,350.      MT  (+/- 180 meters Scaled)
 DJ0708
 DJ0708                          SUPERSEDED SURVEY CONTROL
 DJ0708
 DJ0708  NGVD 29 (??/??/92)   62.821  (m)          206.11   (f) ADJ UNCH    1 2
 DJ0708
 DJ0708.Superseded values are not recommended for survey control.
 DJ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0708.See file dsdata.txt to determine how the superseded data were derived.
 DJ0708
 DJ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB543678(NAD 83)
 DJ0708_MARKER: DD = SURVEY DISK
 DJ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0708_STAMPING: 45V-93 1964
 DJ0708_MARK LOGO: MSHD  
 DJ0708_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0708+STABILITY: SURFACE MOTION
 DJ0708
 DJ0708  HISTORY     - Date     Condition        Report By
 DJ0708  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0708  HISTORY     - 1983     GOOD             NGS
 DJ0708
 DJ0708                          STATION DESCRIPTION
 DJ0708
 DJ0708'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0708'2.6 MI N FROM MACON.
 DJ0708'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO NORTH ON U. S.
 DJ0708'HIGHWAY 45 FOR 2.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0708'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 48.8 FEET WEST
 DJ0708'OF THE CENTERLINE OF HIGHWAY 45, 5.3 FEET NORTHEAST OF ROW MARKER, 2
 DJ0708'FEET NORTH OF A METAL WITNESS POST, 2 FEET EAST OF A FENCE, ABOUT
 DJ0708'LEVEL WITH THE HIGHWAY.
 DJ0708
 DJ0708                          STATION RECOVERY (1983)
 DJ0708
 DJ0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0708'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 DJ0708'(2.3 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0708'MACON, 14.87 METERS (48.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0708'AND 1.61 METERS (5.3 FT) NORTHEAST OF A RIGHT-OF-WAY CONCRETE POST.
 DJ0708'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DJ0708'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0713 ***********************************************************************
 DJ0713  DESIGNATION -  45 V 94
 DJ0713  PID         -  DJ0713
 DJ0713  STATE/COUNTY-  MS/NOXUBEE
 DJ0713  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0713
 DJ0713                         *CURRENT SURVEY CONTROL
 DJ0713  ___________________________________________________________________
 DJ0713* NAD 83(1986)-  33 09 38.     (N)    088 33 50.     (W)     SCALED    
 DJ0713* NAVD 88     -        60.670  (meters)     199.05   (feet)  ADJUSTED  
 DJ0713  ___________________________________________________________________
 DJ0713  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0713  DYNAMIC HT  -          60.603 (meters)     198.83  (feet)  COMP
 DJ0713  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 DJ0713
 DJ0713  VERT ORDER  -  FIRST     CLASS II
 DJ0713
 DJ0713.The horizontal coordinates were scaled from a topographic map and have
 DJ0713.an estimated accuracy of +/- 6 seconds.
 DJ0713
 DJ0713.The orthometric height was determined by differential leveling
 DJ0713.and adjusted in June 1991.
 DJ0713
 DJ0713.The geoid height was determined by GEOID03.
 DJ0713
 DJ0713.The dynamic height is computed by dividing the NAVD 88
 DJ0713.geopotential number by the normal gravity value computed on the
 DJ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0713.degrees latitude (g = 980.6199 gals.).
 DJ0713
 DJ0713.The modeled gravity was interpolated from observed gravity values.
 DJ0713
 DJ0713;                    North         East    Units  Estimated Accuracy
 DJ0713;SPC MS E     -   405,880.      325,130.      MT  (+/- 180 meters Scaled)
 DJ0713
 DJ0713                          SUPERSEDED SURVEY CONTROL
 DJ0713
 DJ0713  NGVD 29 (??/??/92)   60.631  (m)          198.92   (f) ADJ UNCH    1 2
 DJ0713
 DJ0713.Superseded values are not recommended for survey control.
 DJ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0713.See file dsdata.txt to determine how the superseded data were derived.
 DJ0713
 DJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB541701(NAD 83)
 DJ0713_MARKER: DD = SURVEY DISK
 DJ0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0713_SP_SET: ABUTMENT
 DJ0713_STAMPING: 45V-94 1964
 DJ0713_MARK LOGO: MSHD  
 DJ0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0713
 DJ0713  HISTORY     - Date     Condition        Report By
 DJ0713  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0713  HISTORY     - 1983     GOOD             NGS
 DJ0713
 DJ0713                          STATION DESCRIPTION
 DJ0713
 DJ0713'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0713'4.1 MI N FROM MACON.
 DJ0713'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO NORTH ON U. S.
 DJ0713'HIGHWAY 45 FOR 4.1 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 DJ0713'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTHWEST CORNER
 DJ0713'OF A CONCRETE BRIDGE ABUTMENT, 15.5 FEET WEST OF THE CENTERLINE OF THE
 DJ0713'HIGHWAY AND APPROXIMATELY 125 FEET SOUTH OF A GRAVEL CROSS ROAD, ABOUT
 DJ0713'LEVEL WITH THE HIGHWAY.
 DJ0713
 DJ0713                          STATION RECOVERY (1983)
 DJ0713
 DJ0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0713'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 DJ0713'(3.75 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0713'MACON, AT THE NORTH BRIDGE ABUTMENT, ABOUT 39.62 METERS (130.0 FT)
 DJ0713'SOUTH OF A GRAVELED CROSSROAD, 4.72 METERS (15.5 FT) WEST OF THE
 DJ0713'CENTERLINE OF THE HIGHWAY, 38.10 METERS (125.0 FT) SOUTH OF THE CENTER
 DJ0713'OF A GRAVELED ROAD, AND 0.13 METERS (0.45 FT) EAST OF THE WEST END OF
 DJ0713'THE NORTH BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0714 ***********************************************************************
 DJ0714  DESIGNATION -  45 V 95
 DJ0714  PID         -  DJ0714
 DJ0714  STATE/COUNTY-  MS/NOXUBEE
 DJ0714  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0714
 DJ0714                         *CURRENT SURVEY CONTROL
 DJ0714  ___________________________________________________________________
 DJ0714* NAD 83(1986)-  33 10 24.     (N)    088 33 56.     (W)     SCALED    
 DJ0714* NAVD 88     -        66.352  (meters)     217.69   (feet)  ADJUSTED  
 DJ0714  ___________________________________________________________________
 DJ0714  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0714  DYNAMIC HT  -          66.280 (meters)     217.45  (feet)  COMP
 DJ0714  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 DJ0714
 DJ0714  VERT ORDER  -  FIRST     CLASS II
 DJ0714
 DJ0714.The horizontal coordinates were scaled from a topographic map and have
 DJ0714.an estimated accuracy of +/- 6 seconds.
 DJ0714
 DJ0714.The orthometric height was determined by differential leveling
 DJ0714.and adjusted in June 1991.
 DJ0714
 DJ0714.The geoid height was determined by GEOID03.
 DJ0714
 DJ0714.The dynamic height is computed by dividing the NAVD 88
 DJ0714.geopotential number by the normal gravity value computed on the
 DJ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0714.degrees latitude (g = 980.6199 gals.).
 DJ0714
 DJ0714.The modeled gravity was interpolated from observed gravity values.
 DJ0714
 DJ0714;                    North         East    Units  Estimated Accuracy
 DJ0714;SPC MS E     -   407,290.      324,970.      MT  (+/- 180 meters Scaled)
 DJ0714
 DJ0714                          SUPERSEDED SURVEY CONTROL
 DJ0714
 DJ0714  NGVD 29 (??/??/92)   66.310  (m)          217.55   (f) ADJ UNCH    1 2
 DJ0714
 DJ0714.Superseded values are not recommended for survey control.
 DJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0714.See file dsdata.txt to determine how the superseded data were derived.
 DJ0714
 DJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB540715(NAD 83)
 DJ0714_MARKER: DD = SURVEY DISK
 DJ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0714_STAMPING: 45V-95 1964
 DJ0714_MARK LOGO: MSHD  
 DJ0714_PROJECTION: PROJECTING 6 CENTIMETERS
 DJ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0714+STABILITY: SURFACE MOTION
 DJ0714
 DJ0714  HISTORY     - Date     Condition        Report By
 DJ0714  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0714  HISTORY     - 1983     GOOD             NGS
 DJ0714
 DJ0714                          STATION DESCRIPTION
 DJ0714
 DJ0714'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0714'5.1 MI N FROM MACON.
 DJ0714'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO NORTH ON U. S.
 DJ0714'HIGHWAY 45 FOR 5.1 MILES TO A BRIDGE AND THE MARK ON THE LEFT.  THE
 DJ0714'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS
 DJ0714'47 FEET WEST OF THE CENTERLINE OF HIGHWAY 45, 7 FEET SOUTH OF THE
 DJ0714'FENCE CORNER, 18 INCHES NORTH OF A METAL WITNESS POST AND 2 FEET EAST
 DJ0714'OF A BOARD FENCE, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.
 DJ0714
 DJ0714                          STATION RECOVERY (1983)
 DJ0714
 DJ0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0714'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM
 DJ0714'(4.45 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0714'MACON, THENCE 0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 45, AT THE
 DJ0714'NORTHEAST CORNER OF A WOODEN FENCE CORNER, AT THE SOUTHEAST CORNER OF
 DJ0714'LAWN OF THE MARTIN L. CONRAD RANCH HEADQUARTERS, 30.17 METERS
 DJ0714'(99.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 39.92 METERS
 DJ0714'(131.0 FT) SOUTH OF THE CENTER OF A PAVED DRIVEWAY LEADING WEST TO THE
 DJ0714'RANCH HEADQUARTERS, 2.13 METERS (7.0 FT) SOUTH OF THE WOOD FENCE
 DJ0714'CORNER, AND 0.6 METER (2.0 FT) EAST OF THE WOOD FENCE.
 DJ0714'THE MARK IS 0.58 METERS  E FROM A WITNESS POST.
 DJ0714'THE MARK IS 0.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0719 ***********************************************************************
 DJ0719  DESIGNATION -  45 V 96
 DJ0719  PID         -  DJ0719
 DJ0719  STATE/COUNTY-  MS/NOXUBEE
 DJ0719  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0719
 DJ0719                         *CURRENT SURVEY CONTROL
 DJ0719  ___________________________________________________________________
 DJ0719* NAD 83(1986)-  33 11 57.     (N)    088 34 07.     (W)     SCALED    
 DJ0719* NAVD 88     -        70.058  (meters)     229.85   (feet)  POSTED    
 DJ0719  ___________________________________________________________________
 DJ0719  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ0719  DYNAMIC HT  -          69.980 (meters)     229.59  (feet)  COMP
 DJ0719  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 DJ0719
 DJ0719  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DJ0719
 DJ0719.The horizontal coordinates were scaled from a topographic map and have
 DJ0719.an estimated accuracy of +/- 6 seconds.
 DJ0719
 DJ0719.The orthometric height was determined by differential leveling
 DJ0719.and adjusted by the  in 1992.
 DJ0719.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DJ0719.rate greater than 8.0 mm/km.
 DJ0719
 DJ0719.The geoid height was determined by GEOID03.
 DJ0719
 DJ0719.The dynamic height is computed by dividing the NAVD 88
 DJ0719.geopotential number by the normal gravity value computed on the
 DJ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0719.degrees latitude (g = 980.6199 gals.).
 DJ0719
 DJ0719.The modeled gravity was interpolated from observed gravity values.
 DJ0719
 DJ0719;                    North         East    Units  Estimated Accuracy
 DJ0719;SPC MS E     -   410,160.      324,680.      MT  (+/- 180 meters Scaled)
 DJ0719
 DJ0719                          SUPERSEDED SURVEY CONTROL
 DJ0719
 DJ0719  NGVD 29 (??/??/92)   70.016  (m)          229.71   (f) ADJ UNCH    2 0
 DJ0719
 DJ0719.Superseded values are not recommended for survey control.
 DJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0719.See file dsdata.txt to determine how the superseded data were derived.
 DJ0719
 DJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB537744(NAD 83)
 DJ0719_MARKER: DD = SURVEY DISK
 DJ0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0719_SP_SET: CULVERT
 DJ0719_STAMPING: 45V-96 1964
 DJ0719_MARK LOGO: MSHD  
 DJ0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0719
 DJ0719  HISTORY     - Date     Condition        Report By
 DJ0719  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0719  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0719
 DJ0719                          STATION DESCRIPTION
 DJ0719
 DJ0719'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0719'2.7 MI S FROM BROOKSVILLE.
 DJ0719'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND
 DJ0719'HIGHWAY 45W IN BROOKSVILLE, GO SOUTH OF U. S. HIGHWAY 45 FOR 2.7 MILES
 DJ0719'TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A
 DJ0719'DRILLED HOLE SET IN THE WEST HEADWALL OF A 4-X-4-FOOT CONCRETE
 DJ0719'CULVERT, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET BELOW
 DJ0719'THE LEVEL OF THE HIGHWAY.
 DJ0719
 DJ0719                          STATION RECOVERY (1983)
 DJ0719
 DJ0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0719'NOT RECOVERED THIS DATE, NEW CULVERT INSTALLED, DISK GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0720 ***********************************************************************
 DJ0720  DESIGNATION -  45 V 97
 DJ0720  PID         -  DJ0720
 DJ0720  STATE/COUNTY-  MS/NOXUBEE
 DJ0720  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0720
 DJ0720                         *CURRENT SURVEY CONTROL
 DJ0720  ___________________________________________________________________
 DJ0720* NAD 83(1986)-  33 12 45.     (N)    088 34 13.     (W)     SCALED    
 DJ0720* NAVD 88     -        77.615  (meters)     254.64   (feet)  POSTED    
 DJ0720  ___________________________________________________________________
 DJ0720  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0720  DYNAMIC HT  -          77.530 (meters)     254.36  (feet)  COMP
 DJ0720  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DJ0720
 DJ0720  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DJ0720
 DJ0720.The horizontal coordinates were scaled from a topographic map and have
 DJ0720.an estimated accuracy of +/- 6 seconds.
 DJ0720
 DJ0720.The orthometric height was determined by differential leveling
 DJ0720.and adjusted by the  in 1992.
 DJ0720.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DJ0720.rate greater than 8.0 mm/km.
 DJ0720
 DJ0720.The geoid height was determined by GEOID03.
 DJ0720
 DJ0720.The dynamic height is computed by dividing the NAVD 88
 DJ0720.geopotential number by the normal gravity value computed on the
 DJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0720.degrees latitude (g = 980.6199 gals.).
 DJ0720
 DJ0720.The modeled gravity was interpolated from observed gravity values.
 DJ0720
 DJ0720;                    North         East    Units  Estimated Accuracy
 DJ0720;SPC MS E     -   411,640.      324,520.      MT  (+/- 180 meters Scaled)
 DJ0720
 DJ0720                          SUPERSEDED SURVEY CONTROL
 DJ0720
 DJ0720  NGVD 29 (??/??/92)   77.582  (m)          254.53   (f) ADJ UNCH    2 0
 DJ0720
 DJ0720.Superseded values are not recommended for survey control.
 DJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0720.See file dsdata.txt to determine how the superseded data were derived.
 DJ0720
 DJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB536759(NAD 83)
 DJ0720_MARKER: DD = SURVEY DISK
 DJ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0720_STAMPING: 45V-97 1964
 DJ0720_MARK LOGO: MSHD  
 DJ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0720+STABILITY: SURFACE MOTION
 DJ0720
 DJ0720  HISTORY     - Date     Condition        Report By
 DJ0720  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0720  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0720
 DJ0720                          STATION DESCRIPTION
 DJ0720
 DJ0720'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0720'1.8 MI S FROM BROOKSVILLE.
 DJ0720'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAYS 45 AND 45W
 DJ0720'IN BROOKSVILLE, GO SOUTH ON HIGHWAY 45 FOR 1.8 MILES TO THE MARK ON
 DJ0720'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND
 DJ0720'CONCRETE POST.  IT IS 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0720'50 FEET SOUTH OF A POWER LINE POLE, 2 FEET EAST OF A WIRE FENCE, 18
 DJ0720'INCHES WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ0720'PROJECTS 2 INCHES.
 DJ0720
 DJ0720                          STATION RECOVERY (1983)
 DJ0720
 DJ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0720'NOT RECOVERED THIS DATE, NO SUFFICIENT MEASUREMENTS COULD BE USED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0721 ***********************************************************************
 DJ0721  DESIGNATION -  45 V 98
 DJ0721  PID         -  DJ0721
 DJ0721  STATE/COUNTY-  MS/NOXUBEE
 DJ0721  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0721
 DJ0721                         *CURRENT SURVEY CONTROL
 DJ0721  ___________________________________________________________________
 DJ0721* NAD 83(1986)-  33 13 18.     (N)    088 34 18.     (W)     SCALED    
 DJ0721* NAVD 88     -        75.144  (meters)     246.53   (feet)  ADJUSTED  
 DJ0721  ___________________________________________________________________
 DJ0721  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0721  DYNAMIC HT  -          75.062 (meters)     246.27  (feet)  COMP
 DJ0721  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 DJ0721
 DJ0721  VERT ORDER  -  FIRST     CLASS II
 DJ0721
 DJ0721.The horizontal coordinates were scaled from a topographic map and have
 DJ0721.an estimated accuracy of +/- 6 seconds.
 DJ0721
 DJ0721.The orthometric height was determined by differential leveling
 DJ0721.and adjusted in June 1991.
 DJ0721
 DJ0721.The geoid height was determined by GEOID03.
 DJ0721
 DJ0721.The dynamic height is computed by dividing the NAVD 88
 DJ0721.geopotential number by the normal gravity value computed on the
 DJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0721.degrees latitude (g = 980.6199 gals.).
 DJ0721
 DJ0721.The modeled gravity was interpolated from observed gravity values.
 DJ0721
 DJ0721;                    North         East    Units  Estimated Accuracy
 DJ0721;SPC MS E     -   412,650.      324,390.      MT  (+/- 180 meters Scaled)
 DJ0721
 DJ0721                          SUPERSEDED SURVEY CONTROL
 DJ0721
 DJ0721  NGVD 29 (??/??/92)   75.118  (m)          246.45   (f) ADJ UNCH    1 2
 DJ0721
 DJ0721.Superseded values are not recommended for survey control.
 DJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0721.See file dsdata.txt to determine how the superseded data were derived.
 DJ0721
 DJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB535769(NAD 83)
 DJ0721_MARKER: DR = REFERENCE MARK DISK
 DJ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0721_STAMPING: 45 V 98 1964
 DJ0721_MARK LOGO: MSHD  
 DJ0721_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0721+STABILITY: SURFACE MOTION
 DJ0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0721+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1995
 DJ0721
 DJ0721  HISTORY     - Date     Condition        Report By
 DJ0721  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0721  HISTORY     - 1983     GOOD             NGS
 DJ0721  HISTORY     - 19951019 GOOD             MSHD
 DJ0721
 DJ0721                          STATION DESCRIPTION
 DJ0721
 DJ0721'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0721'1.0 MI S FROM BROOKSVILLE.
 DJ0721'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND 45W IN
 DJ0721'BROOKSVILLE, GO SOUTH ON HIGHWAY 45 FOR 1.0 MILE TO A SIDE ROAD ON THE
 DJ0721'RIGHT AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF
 DJ0721'A 12-INCH ROUND CONCRETE POST.  IT IS 48.5 FEET WEST OF THE CENTERLINE
 DJ0721'OF HIGHWAY 45, 37 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 12
 DJ0721'FEET NORTH OF THE FENCE CORNER, 2 FEET EAST OF A FENCE, 1 FOOT NORTH
 DJ0721'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH
 DJ0721'THE GROUND.
 DJ0721
 DJ0721                          STATION RECOVERY (1983)
 DJ0721
 DJ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0721'RECOVERED IN GOOD CONDITION.
 DJ0721
 DJ0721                          STATION RECOVERY (1995)
 DJ0721
 DJ0721'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (KMW)
 DJ0721'RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 DJ0721'CONSTRUCTION AND WAS RESET AT THIS DATE. SEE DESCRIPTION FOR 45 V 98
 DJ0721'RESET 1995.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AB7976 ***********************************************************************
 AB7976  DESIGNATION -  45 V 98 RESET
 AB7976  PID         -  AB7976
 AB7976  STATE/COUNTY-  MS/NOXUBEE
 AB7976  USGS QUAD   -  BROOKSVILLE (1982)
 AB7976
 AB7976                         *CURRENT SURVEY CONTROL
 AB7976  ___________________________________________________________________
 AB7976* NAD 83(1986)-  33 13 18.     (N)    088 34 18.     (W)     SCALED    
 AB7976* NAVD 88     -        75.23   (meters)     246.8    (feet)  RESET     
 AB7976  ___________________________________________________________________
 AB7976  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AB7976  VERT ORDER  -  THIRD
 AB7976
 AB7976.The horizontal coordinates were scaled from a topographic map and have
 AB7976.an estimated accuracy of +/- 6 seconds.
 AB7976
 AB7976.The orthometric height was computed from unverified reset data.
 AB7976
 AB7976.The geoid height was determined by GEOID03.
 AB7976
 AB7976;                    North         East    Units  Estimated Accuracy
 AB7976;SPC MS E     -   412,650.      324,390.      MT  (+/- 180 meters Scaled)
 AB7976
 AB7976                          SUPERSEDED SURVEY CONTROL
 AB7976
 AB7976.No superseded survey control is available for this station.
 AB7976
 AB7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB535769(NAD 83)
 AB7976_MARKER: DR = REFERENCE MARK DISK
 AB7976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7976_STAMPING: 45 V 98 RESET 1995
 AB7976_MARK LOGO: MSHD  
 AB7976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7976+STABILITY: SURFACE MOTION
 AB7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7976+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7976
 AB7976  HISTORY     - Date     Condition        Report By
 AB7976  HISTORY     - 1995     MONUMENTED       MSHD
 AB7976
 AB7976                          STATION DESCRIPTION
 AB7976
 AB7976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (KMW)
 AB7976'1.0 MI (1.6 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 AB7976'HIGHWAY 45 ALT. IN BROOKVILLE, TO A SIDE ROAD AND MARK ON THE RIGHT,
 AB7976'93.0 FT. SOUTH OF THE CENTER OF GRAVEL ROAD, 48.0 FT (14.6 M) WEST OF
 AB7976'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 47.0 FT (14.3 M)
 AB7976'SOUTHWEST OF F.E.S. OF A PIPE AT INTERSECTION OF GRAVEL ROAD, 3.5 FT
 AB7976'(1.1 M) NORTHWEST OF A POWER POLE AND 1.2 FT (0.4 M) EAST OF A
 AB7976'RIGHT-OF-WAY MARKER AND SET IN TOP OF A ROUND CONCRETE MONUMENT, FLUSH
 AB7976'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0726 ***********************************************************************
 DJ0726  DESIGNATION -  45 V 99
 DJ0726  PID         -  DJ0726
 DJ0726  STATE/COUNTY-  MS/NOXUBEE
 DJ0726  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0726
 DJ0726                         *CURRENT SURVEY CONTROL
 DJ0726  ___________________________________________________________________
 DJ0726* NAD 83(1986)-  33 15 12.     (N)    088 34 04.     (W)     SCALED    
 DJ0726* NAVD 88     -        85.389  (meters)     280.15   (feet)  ADJUSTED  
 DJ0726  ___________________________________________________________________
 DJ0726  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0726  DYNAMIC HT  -          85.296 (meters)     279.84  (feet)  COMP
 DJ0726  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 DJ0726
 DJ0726  VERT ORDER  -  SECOND    CLASS 0
 DJ0726
 DJ0726.The horizontal coordinates were scaled from a topographic map and have
 DJ0726.an estimated accuracy of +/- 6 seconds.
 DJ0726
 DJ0726.The orthometric height was determined by differential leveling
 DJ0726.and adjusted in June 1991.
 DJ0726
 DJ0726.The geoid height was determined by GEOID03.
 DJ0726
 DJ0726.The dynamic height is computed by dividing the NAVD 88
 DJ0726.geopotential number by the normal gravity value computed on the
 DJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0726.degrees latitude (g = 980.6199 gals.).
 DJ0726
 DJ0726.The modeled gravity was interpolated from observed gravity values.
 DJ0726
 DJ0726;                    North         East    Units  Estimated Accuracy
 DJ0726;SPC MS E     -   416,170.      324,750.      MT  (+/- 180 meters Scaled)
 DJ0726
 DJ0726                          SUPERSEDED SURVEY CONTROL
 DJ0726
 DJ0726  NGVD 29 (??/??/92)   85.361  (m)          280.06   (f) ADJ UNCH    2 0
 DJ0726
 DJ0726.Superseded values are not recommended for survey control.
 DJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0726.See file dsdata.txt to determine how the superseded data were derived.
 DJ0726
 DJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB539804(NAD 83)
 DJ0726_MARKER: DD = SURVEY DISK
 DJ0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0726_SP_SET: ABUTMENT
 DJ0726_STAMPING: BM 45V-99 1964
 DJ0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0726
 DJ0726  HISTORY     - Date     Condition        Report By
 DJ0726  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0726
 DJ0726                          STATION DESCRIPTION
 DJ0726
 DJ0726'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0726'1.5 MI NE FROM BROOKSVILLE.
 DJ0726'TO REACH FROM THE INTERSECTION OF HIGHWAY 45W AND 45E AT BROOKSVILLE,
 DJ0726'GO NORTHEAST ON U. S. HIGHWAY 45E FOR 1.3 MILES TO THE MARK ON THE
 DJ0726'LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP
 DJ0726'OF THE SOUTH END OF THE WEST ABUTMENT OF A 5 FOOT CONCRETE BOX
 DJ0726'CULVERT, 22.3 FEET WEST OF THE CENTERLINE OF HIGHWAY 45E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0202 ***********************************************************************
 BV0202  DESIGNATION -  45 V A
 BV0202  PID         -  BV0202
 BV0202  STATE/COUNTY-  MS/GREENE
 BV0202  USGS QUAD   -  STATE LINE (1981)
 BV0202
 BV0202                         *CURRENT SURVEY CONTROL
 BV0202  ___________________________________________________________________
 BV0202* NAD 83(1986)-  31 26 10.     (N)    088 27 04.     (W)     SCALED    
 BV0202* NAVD 88     -        79.847  (meters)     261.96   (feet)  ADJUSTED  
 BV0202  ___________________________________________________________________
 BV0202  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BV0202  DYNAMIC HT  -          79.750 (meters)     261.65  (feet)  COMP
 BV0202  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 BV0202
 BV0202  VERT ORDER  -  FIRST     CLASS II
 BV0202
 BV0202.The horizontal coordinates were scaled from a topographic map and have
 BV0202.an estimated accuracy of +/- 6 seconds.
 BV0202
 BV0202.The orthometric height was determined by differential leveling
 BV0202.and adjusted in June 1991.
 BV0202
 BV0202.The geoid height was determined by GEOID03.
 BV0202
 BV0202.The dynamic height is computed by dividing the NAVD 88
 BV0202.geopotential number by the normal gravity value computed on the
 BV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0202.degrees latitude (g = 980.6199 gals.).
 BV0202
 BV0202.The modeled gravity was interpolated from observed gravity values.
 BV0202
 BV0202;                    North         East    Units  Estimated Accuracy
 BV0202;SPC MS E     -   214,690.      336,340.      MT  (+/- 180 meters Scaled)
 BV0202
 BV0202                          SUPERSEDED SURVEY CONTROL
 BV0202
 BV0202  NGVD 29 (??/??/??)   79.818  (m)          261.87   (f) ADJUSTED    1 2
 BV0202
 BV0202.Superseded values are not recommended for survey control.
 BV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0202.See file dsdata.txt to determine how the superseded data were derived.
 BV0202
 BV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV620788(NAD 83)
 BV0202_MARKER: DD = SURVEY DISK
 BV0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0202_SP_SET: CONCRETE POST
 BV0202_STAMPING: BM 45 V A 1961
 BV0202_MARK LOGO: MSHD  
 BV0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0202+STABILITY: SURFACE MOTION
 BV0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0202+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 BV0202
 BV0202  HISTORY     - Date     Condition        Report By
 BV0202  HISTORY     - 1961     MONUMENTED       MSHD
 BV0202  HISTORY     - 1964     GOOD             MSHD
 BV0202  HISTORY     - 1975     GOOD             USGS
 BV0202  HISTORY     - 1980     GOOD             NGS
 BV0202  HISTORY     - 19910717 GOOD             MSHD
 BV0202
 BV0202                          STATION DESCRIPTION
 BV0202
 BV0202'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0202'1 MI E FROM STATE LINE.
 BV0202'THE MARK IS LOCATED ABOUT 1.0 MILE EAST OF THE SMALL TOWN OF STATE
 BV0202'LINE, 1/4 MILE NORTH OF THE MISSISSIPPI-ALABAMA STATE LINE, ON THE
 BV0202'EAST SIDE OF U.S. HIGHWAY 45 AND ON HIGHWAY RIGHT-OF-WAY.  THE MARK IS
 BV0202'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84,
 BV0202'APPROXIMATELY 1.0 MILE NORTHEAST OF THE STATE LINE BY GOING SOUTH ON
 BV0202'U.S. 45 FOR 0.85 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED BETWEEN
 BV0202'TWO 2 X 12 IRON BEAMS SET VERTICALLY SUPPORTING A 6 X 20 SIGN WELCOME
 BV0202'TO MISSISSIPPI.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK
 BV0202'STAMPED BM 45V-A 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BV0202'POST PROJECTING 2 INCHES.  IT IS 79 FEET SOUTH OF A SIGN ENTER WAYNE
 BV0202'CO. LEAVE GREEN CO., 38 FEET EAST OF THE CENTERLINE OF U.S. 45, 8 FEET
 BV0202'EAST OF THE WEST SIGN SUPPORT AND 2 FEET WEST OF THE EAST SIGN
 BV0202'SUPPORT.  A METAL WITNESS SIGNPOST WAS SET 2 FEET WEST OF THE MARK.
 BV0202
 BV0202                          STATION RECOVERY (1964)
 BV0202
 BV0202'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0202'RECOVERED IN GOOD CONDITION.
 BV0202
 BV0202                          STATION RECOVERY (1975)
 BV0202
 BV0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BV0202'THE MARK IS LOCATED 1.3 MILES EAST OF STATE LINE ON THE SOUTHEAST ROW
 BV0202'OF U.S. HIGHWAY 45 ABOUT 0.25 MILE NORTH OF THE MISSISSIPPI-ALABAMA
 BV0202'STATE LINE IN THE NORTHEAST 1/4 OF SECTION 2, T 5 N, R 5 W. IT IS 38
 BV0202'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 45, 6.5 FEET EAST OF THE WEST
 BV0202'POST OF " WELCOME TO MISSISSIPPI", 3.5 FEET NORTH OF THE EAST POST OF
 BV0202'THE SAME SIGN, 2 FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF
 BV0202'A SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BV0202'AND PROJECTS 3 INCHES. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42
 BV0202'AND U.S. HIGHWAY 45 JUST NORTH OF THE TRUCK SCALES ABOUT 1 MILE
 BV0202'NORTHEAST OF STATE LINE GO SOUTHEAST OF STATE LINE GO SOUTHEAST ON
 BV0202'U.S. HIGHWAY 45 FOR 0.95 MILE TO THE MARK ON THE LEFT.
 BV0202
 BV0202                          STATION RECOVERY (1980)
 BV0202
 BV0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0202'A NEW METAL I-BEAM SIGN SUPPORT HAS BEEN ERECTED.  CHANGE TO
 BV0202'9 FEET NORTHEAST OF MOST WESTERLY SUPPORT AND 7 FEET NORTHWEST
 BV0202'OF MOST EASTERLY SUPPORT.
 BV0202
 BV0202                          STATION RECOVERY (1991)
 BV0202
 BV0202'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0202'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF STATE LINE
 BV0202'MISSISSIPPI, ON THE NORTHEAST R.O.W. OF U.S. HIGHWAY 45, 0.2 MI
 BV0202'(0.3 KM) NORTHWEST OF THE ALABAMA-MISSISSIPPI STATE LINE, NEAR THE
 BV0202'GREENE-WAYNE COUNTY LINE AND IS IN SECTION 35, T 6N, R 5W.
 BV0202'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY 45
 BV0202'ABOUT 1.0 MI (1.6 KM) NORTHEAST OF STATE LINE, GO SOUTHEAST ON U.S.
 BV0202'HIGHWAY 45 FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT.
 BV0202'MARK IS A STANDARD MSHD DISK SET IN THE TOP OF SQUARE CONCRETE POST,
 BV0202'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 2
 BV0202'INCHES, 204 FT (62.2 M) SOUTH-SOUTHEAST OF THE NORTHEAST END OF THE
 BV0202'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 37.0 FT (11.3 M) NORTHEAST
 BV0202'OF THE CENTER OF HIGHWAY 45, 35.5 FT (10.8 M) NORTHWEST OF A 16 INCH
 BV0202'OAK, 28.3 FT (8.6 M) NORTHWEST OF A TELEPHONE CABLE P.E.D., 11.5 FT
 BV0202'(3.5 M) SOUTHWEST OF AN ELECTRICAL CONTROL BOX, 7.0 FT (2.1 M)
 BV0202'NORTHWEST OF THE NORTHEAST POST OF THE WELCOME TO MISSISSIPPI SIGN AND
 BV0202'1.0 FT (0.3 M) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0203 ***********************************************************************
 BV0203  DESIGNATION -  45 V B
 BV0203  PID         -  BV0203
 BV0203  STATE/COUNTY-  MS/WAYNE
 BV0203  USGS QUAD   -  STATE LINE (1981)
 BV0203
 BV0203                         *CURRENT SURVEY CONTROL
 BV0203  ___________________________________________________________________
 BV0203* NAD 83(1986)-  31 27 02.     (N)    088 27 42.     (W)     SCALED    
 BV0203* NAVD 88     -        92.722  (meters)     304.21   (feet)  ADJUSTED  
 BV0203  ___________________________________________________________________
 BV0203  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BV0203  DYNAMIC HT  -          92.610 (meters)     303.84  (feet)  COMP
 BV0203  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BV0203
 BV0203  VERT ORDER  -  FIRST     CLASS II
 BV0203
 BV0203.The horizontal coordinates were scaled from a topographic map and have
 BV0203.an estimated accuracy of +/- 6 seconds.
 BV0203
 BV0203.The orthometric height was determined by differential leveling
 BV0203.and adjusted in June 1991.
 BV0203
 BV0203.The geoid height was determined by GEOID03.
 BV0203
 BV0203.The dynamic height is computed by dividing the NAVD 88
 BV0203.geopotential number by the normal gravity value computed on the
 BV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0203.degrees latitude (g = 980.6199 gals.).
 BV0203
 BV0203.The modeled gravity was interpolated from observed gravity values.
 BV0203
 BV0203;                    North         East    Units  Estimated Accuracy
 BV0203;SPC MS E     -   216,290.      335,330.      MT  (+/- 180 meters Scaled)
 BV0203
 BV0203                          SUPERSEDED SURVEY CONTROL
 BV0203
 BV0203  NGVD 29 (??/??/??)   92.694  (m)          304.11   (f) ADJUSTED    1 2
 BV0203
 BV0203.Superseded values are not recommended for survey control.
 BV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0203.See file dsdata.txt to determine how the superseded data were derived.
 BV0203
 BV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV611804(NAD 83)
 BV0203_MARKER: DD = SURVEY DISK
 BV0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0203_SP_SET: CONCRETE POST
 BV0203_STAMPING: BM 45 V-B 1961
 BV0203_MARK LOGO: MSHD  
 BV0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0203+STABILITY: SURFACE MOTION
 BV0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0203+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991
 BV0203
 BV0203  HISTORY     - Date     Condition        Report By
 BV0203  HISTORY     - 1961     MONUMENTED       MSHD
 BV0203  HISTORY     - 1964     GOOD             MSHD
 BV0203  HISTORY     - 1975     GOOD             MSHD
 BV0203  HISTORY     - 1980     GOOD             NGS
 BV0203  HISTORY     - 19910724 GOOD             MSHD
 BV0203
 BV0203                          STATION DESCRIPTION
 BV0203
 BV0203'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0203'1.25 MI NE FROM STATE LINE.
 BV0203'THE MARK IS LOCATED ABOUT 1 1/4 MILES NORTHEAST OF THE SMALL TOWN OF
 BV0203'STATE LINE, 1 1/4 MILE NORTH OF THE MISSISSIPPI-ALABAMA STATE LINE, ON
 BV0203'THE EAST SIDE OF U.S. HIGHWAY 45 AND ON PROPERTY OWNED BY MRS. A. K.
 BV0203'RANDALL. THE MARK IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 45
 BV0203'AND 84, APPROXIMATELY 1.0 MILE NORTHEAST OF STATE LINE BY GOING NORTH
 BV0203'ON U.S. 45 FOR 0.35 MILE TO THE TOP OF A HILL, A DRIVEWAY AND WOODEN
 BV0203'GATE ENTERING WOODS AND THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 BV0203'MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-B 1961, SET IN THE TOP OF A
 BV0203'12-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES. IT IS 51 FEET EAST
 BV0203'OF THE CENTERLINE OF U.S. 45, 35 FEET NORTH OF THE CENTER OF THE
 BV0203'DRIVEWAY, 2.9 FEET NORTH OF THE NORTH GATEPOST, 13 FEET NORTH OF A
 BV0203'POWERLINE POLE, 9 FEET WEST OF A 24-INCH PINE TREE AND 1 FOOT EAST OF
 BV0203'A RIGHT-OF-WAY FENCE.  A METAL WITNESS SIGNPOST WAS SET 2 FEET WEST OF
 BV0203'THE MARK.
 BV0203
 BV0203                          STATION RECOVERY (1964)
 BV0203
 BV0203'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0203'RECOVERED IN GOOD CONDITION.
 BV0203
 BV0203                          STATION RECOVERY (1975)
 BV0203
 BV0203'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV0203'THE MARK IS LOCATED 1.25 MILES NORTHEAST OF THE SMALL TOWN OF STATE
 BV0203'LINE ON THE SOUTHEAST ROW OF U.S. HIGHWAY 45, ABOUT 1.5 MILES NORTH
 BV0203'OF THE MISSISSIPPI -ALABAMA STATE LINE IN THE SOUTHWEST 1/4 OF
 BV0203'SECTION 26, T 6N, R 5W. IT IS 51 FEET SOUTHEAST OF THE CENTER OF
 BV0203'HIGHWAY 45, 35 FEET NORTHEAST OF THE CENTER OF AN ABANDONED DRIVEWAY,
 BV0203'33 FEET SOUTHWEST OF A 20 INCH CEDAR, 13 FEET NORTHEAST OF A POWER
 BV0203'POLE, 2 FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BV0203'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BV0203'PROJECTS 2 INCHES. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 AND
 BV0203'U.S. HIGHWAY 45 JUST NORTH OF THE TRUCK SCALES ABOUT 1 MILE NORTHEAST
 BV0203'OF STATE LINE GO NORTHWEST ON U.S. HIGHWAY 45 FOR 0.3 MILE TO THE
 BV0203'TOPOF A HILL AND THE MARK ON THE RIGHT.
 BV0203
 BV0203                          STATION RECOVERY (1980)
 BV0203
 BV0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0203'NEW POWER POLE HAS BEEN SET AT THIS LOCATION, CHANGE TO
 BV0203'3.2 METERS (10.5 FEET) NORTHEAST OF POWER POLE, WITH A
 BV0203'WHITE CROSS PAINTED ON IT.
 BV0203
 BV0203                          STATION RECOVERY (1991)
 BV0203
 BV0203'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0203'THE MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHEAST OF STATE LINE
 BV0203'MISSISSIPPI, ON THE NORTHEAST R.O.W. OF U.S. HIGHWAY 45, 0.6 MI
 BV0203'(1.0 KM) WEST OF THE ALABAMA-MISSISSIPPI STATE LINE AND IS IN SECTION
 BV0203'34, T 6N, R 5W.
 BV0203'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY 45
 BV0203'ABOUT 1.0 MI (1.6 KM) NORTHEAST OF STATE LINE, GO NORTHWEST ON U.S.
 BV0203'HIGHWAY 45 FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT.
 BV0203'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0203'1.0 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 1 INCH,
 BV0203'157.5 FT (48.0 M) NORTHWEST OF A TELEPHONE CABLE P.E.D., 142.5 FT
 BV0203'(43.4 M) NORTHWEST OF AN 18 INCH OAK, 51.5 FT (15.7 M) NORTHEAST OF
 BV0203'THE CENTER OF HIGHWAY 45, 32.5 FT (9.9 M) SOUTHWEST OF A 20 INCH TWIN
 BV0203'CEDAR, 32.0 FT (9.8 M) SOUTHEAST OF A 20 INCH PINE WITH A WITNESS
 BV0203'SIGN ON IT, 10.0 FT (3.0 M) NORTH OF A POWER POLE AND 1.0 FT (0.3 M)
 BV0203'NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0209 ***********************************************************************
 BV0209  DESIGNATION -  45 V C
 BV0209  PID         -  BV0209
 BV0209  STATE/COUNTY-  MS/WAYNE
 BV0209  USGS QUAD   -  STATE LINE (1981)
 BV0209
 BV0209                         *CURRENT SURVEY CONTROL
 BV0209  ___________________________________________________________________
 BV0209* NAD 83(1986)-  31 27 43.     (N)    088 28 15.     (W)     SCALED    
 BV0209* NAVD 88     -        73.845  (meters)     242.27   (feet)  ADJUSTED  
 BV0209  ___________________________________________________________________
 BV0209  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BV0209  DYNAMIC HT  -          73.755 (meters)     241.98  (feet)  COMP
 BV0209  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BV0209
 BV0209  VERT ORDER  -  FIRST     CLASS II
 BV0209
 BV0209.The horizontal coordinates were scaled from a topographic map and have
 BV0209.an estimated accuracy of +/- 6 seconds.
 BV0209
 BV0209.The orthometric height was determined by differential leveling
 BV0209.and adjusted in June 1991.
 BV0209
 BV0209.The geoid height was determined by GEOID03.
 BV0209
 BV0209.The dynamic height is computed by dividing the NAVD 88
 BV0209.geopotential number by the normal gravity value computed on the
 BV0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0209.degrees latitude (g = 980.6199 gals.).
 BV0209
 BV0209.The modeled gravity was interpolated from observed gravity values.
 BV0209
 BV0209;                    North         East    Units  Estimated Accuracy
 BV0209;SPC MS E     -   217,550.      334,450.      MT  (+/- 180 meters Scaled)
 BV0209
 BV0209                          SUPERSEDED SURVEY CONTROL
 BV0209
 BV0209  NGVD 29 (??/??/??)   73.816  (m)          242.18   (f) ADJUSTED    1 2
 BV0209
 BV0209.Superseded values are not recommended for survey control.
 BV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0209.See file dsdata.txt to determine how the superseded data were derived.
 BV0209
 BV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV602817(NAD 83)
 BV0209_MARKER: DD = SURVEY DISK
 BV0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0209_SP_SET: CONCRETE POST
 BV0209_STAMPING: BM 45 V-C 1961
 BV0209_MARK LOGO: MSHD  
 BV0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0209+STABILITY: SURFACE MOTION
 BV0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0209+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991
 BV0209
 BV0209  HISTORY     - Date     Condition        Report By
 BV0209  HISTORY     - 1961     MONUMENTED       MSHD
 BV0209  HISTORY     - 1964     GOOD             MSHD
 BV0209  HISTORY     - 1980     GOOD             NGS
 BV0209  HISTORY     - 19910724 GOOD             MSHD
 BV0209
 BV0209                          STATION DESCRIPTION
 BV0209
 BV0209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0209'2 MI N FROM STATE LINE.
 BV0209'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL TOWN OF STATE
 BV0209'LINE, 2.3 MILES NORTH OF THE MISSISSIPPI-ALABAMA STATE LINE AND ON
 BV0209'LAND OWNED BY AND AT THE SIGHT OF MR. J. J. MCCARY GARAGE, ON THE WEST
 BV0209'SIDE OF U.S. HIGHWAY 45.  THE MARK IS REACHED FROM THE JUNCTION OF
 BV0209'U.S. HIGHWAYS 45 AND 84, APPROXIMATELY 1.0 MILE NORTHEAST OF STATE
 BV0209'LINE BY GOING NORTH ON U.S. 45 FOR 1.3 MILES TO MR. MCCARYS GARAGE AND
 BV0209'THE MARK ON THE LEFT.  THE MARK IS A STANDARD MSHD-USC AND GS BRONZE
 BV0209'DISK STAMPED BM 45V-C 1961, SET IN THE TOP OF A 12-INCH SQUARE
 BV0209'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS 1 FOOT NORTH OF THE
 BV0209'NORTHWEST CORNER OF THE GARAGE.  NO WITNESS POST WAS SET.
 BV0209
 BV0209                          STATION RECOVERY (1964)
 BV0209
 BV0209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0209'RECOVERED IN GOOD CONDITION.
 BV0209
 BV0209                          STATION RECOVERY (1980)
 BV0209
 BV0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0209'RECOVERED IN GOOD CONDITION.
 BV0209
 BV0209                          STATION RECOVERY (1991)
 BV0209
 BV0209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0209'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHEAST OF STATE LINE
 BV0209'MISSISSIPPI, NEAR THE WEST CORNER OF A CONCRETE BLOCK BUILDING THAT
 BV0209'WAS ONCE USED AS A GARAGE, ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 45
 BV0209'AND IS IN SECTION 27, T 6N, R 5W.
 BV0209'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY 45
 BV0209'ABOUT 1.0 MI (1.6 KM) NORTHEAST OF STATE LINE, GO NORTHWEST ON U.S.
 BV0209'HIGHWAY 45 FOR 1.2 MI (1.9 KM) TO A CONCRETE BLOCK BUILDING AND THE
 BV0209'MARK ON THE LEFT.
 BV0209'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0209'1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0209'98.0 FT (29.9 M) SOUTHWEST OF THE CENTER OF HIGHWAY 45, 47.0 FT
 BV0209'(14.3 M) SOUTHEAST OF A POWER POLE AND 1.6 FT (0.5 M) NORTHWEST OF
 BV0209'THE WEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0211 ***********************************************************************
 BV0211  DESIGNATION -  45 V E
 BV0211  PID         -  BV0211
 BV0211  STATE/COUNTY-  MS/WAYNE
 BV0211  USGS QUAD   -  STATE LINE (1981)
 BV0211
 BV0211                         *CURRENT SURVEY CONTROL
 BV0211  ___________________________________________________________________
 BV0211* NAD 83(1986)-  31 29 02.     (N)    088 29 11.     (W)     SCALED    
 BV0211* NAVD 88     -        58.543  (meters)     192.07   (feet)  ADJUSTED  
 BV0211  ___________________________________________________________________
 BV0211  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BV0211  DYNAMIC HT  -          58.472 (meters)     191.84  (feet)  COMP
 BV0211  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 BV0211
 BV0211  VERT ORDER  -  FIRST     CLASS II
 BV0211
 BV0211.The horizontal coordinates were scaled from a topographic map and have
 BV0211.an estimated accuracy of +/- 6 seconds.
 BV0211
 BV0211.The orthometric height was determined by differential leveling
 BV0211.and adjusted in June 1991.
 BV0211.WARNING-Repeat measurements at this control monument indicate possible
 BV0211.vertical movement.
 BV0211
 BV0211.The geoid height was determined by GEOID03.
 BV0211
 BV0211.The dynamic height is computed by dividing the NAVD 88
 BV0211.geopotential number by the normal gravity value computed on the
 BV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0211.degrees latitude (g = 980.6199 gals.).
 BV0211
 BV0211.The modeled gravity was interpolated from observed gravity values.
 BV0211
 BV0211;                    North         East    Units  Estimated Accuracy
 BV0211;SPC MS E     -   219,980.      332,970.      MT  (+/- 180 meters Scaled)
 BV0211
 BV0211                          SUPERSEDED SURVEY CONTROL
 BV0211
 BV0211  NGVD 29 (??/??/??)   58.514  (m)          191.97   (f) ADJUSTED    1 2
 BV0211
 BV0211.Superseded values are not recommended for survey control.
 BV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0211.See file dsdata.txt to determine how the superseded data were derived.
 BV0211
 BV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV588841(NAD 83)
 BV0211_MARKER: DD = SURVEY DISK
 BV0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0211_SP_SET: CONCRETE POST
 BV0211_STAMPING: BM 45 V-E 1961
 BV0211_MARK LOGO: MSHD  
 BV0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0211+STABILITY: SURFACE MOTION
 BV0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0211+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991
 BV0211
 BV0211  HISTORY     - Date     Condition        Report By
 BV0211  HISTORY     - 1961     MONUMENTED       MSHD
 BV0211  HISTORY     - 1964     GOOD             MSHD
 BV0211  HISTORY     - 1980     GOOD             NGS
 BV0211  HISTORY     - 19910724 GOOD             MSHD
 BV0211
 BV0211                          STATION DESCRIPTION
 BV0211
 BV0211'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0211'4.5 MI S FROM BUCKATUNNA.
 BV0211'THE MARK IS LOCATED ABOUT 4 1/2 MILES SOUTH OF BUCKATUNNA, ON THE EAST
 BV0211'SIDE OF U.S. HIGHWAY 45, ON A BANK APPROXIMATELY 4 FEET HIGHER THAN
 BV0211'U.S. 45 AND ON 16TH SECTION LAND.  THE MARK IS REACHED FROM THE
 BV0211'INTERSECTION OF A PAVED ROAD AND U.S. 45 AT THE EAST EDGE OF
 BV0211'BUCKATUNNA AT A SIGN CHICORO BY GOING SOUTH ON U.S. 45 FOR 2.5 MILES
 BV0211'TO A SIGN BATTLES CONTINUE SOUTH ON U.S. 45 FOR 2.0 TO THE TOP OF A
 BV0211'LOW HILL, A DRIVEWAY ENTERING WOODS AND THE MARK ON THE LEFT.  THE
 BV0211'MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED BM 45V-E 1961,
 BV0211'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 BV0211'GROUND SURFACE.  IT IS 53 FEET SOUTH OF THE CENTERLINE OF THE
 BV0211'DRIVEWAY, 52 FEET EAST OF THE CENTERLINE OF U.S. 45, 1.5 FEET WEST OF
 BV0211'A 6-INCH PINE TREE, 1.5 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER. A
 BV0211'METAL WITNESS SIGNPOST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 BV0211
 BV0211                          STATION RECOVERY (1964)
 BV0211
 BV0211'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0211'RECOVERED IN GOOD CONDITION.
 BV0211
 BV0211                          STATION RECOVERY (1980)
 BV0211
 BV0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0211'CHANGE 53 FEET SOUTH OF CENTER LINE SOUTH OF THE CENTER LINE
 BV0211'OF THE DRIVEWAY TO 16.2 METERS (53 FEET) NORTH OF THE CENTER
 BV0211'OF A DIRT TRAIL ROAD LEADING NORTHEAST INTO THE WOODS.
 BV0211
 BV0211                          STATION RECOVERY (1991)
 BV0211
 BV0211'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0211'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF STATE LINE
 BV0211'MISSISSPPI, ON THE NORTHEAST R.O.W. OF U.S. HIGHWAY 45, 3.2 MI
 BV0211'(5.1 KM) SOUTHEAST OF BUCKATUNNA AND IS IN SECTION 16, T 6N, R 5W.
 BV0211'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND CHICORA ROAD JUST
 BV0211'EAST OF THE POST OFFICE IN BUCKATUNNA, GO SOUTHEAST ON U.S. HIGHWAY
 BV0211'45 FOR 2.5 MI (4.0 KM) TO A CROSSROAD, CONTINUE SOUTHEAST ON U.S.
 BV0211'HIGHWAY 45 FOR 2.0 MI (3.2 KM) TO A WOODS ROAD AND THE MARK ON THE
 BV0211'LEFT.
 BV0211'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0211'4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV0211'53.0 FT (16.2 M) NORTHWEST OF THE CENTER OF A WOODS ROAD, 52.0 FT
 BV0211'(15.8 M) NORTHEAST OF THE CENTER OF HIGHWAY 45, 1.5 FT (0.5 M) WEST
 BV0211'OF A 6 INCH PINE, 1.5 FT (0.5 M) EAST OF A R.O.W. MARKER AND 1.0 FT
 BV0211'(0.3 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1219 ***********************************************************************
 DK1219  DESIGNATION -  4540
 DK1219  PID         -  DK1219
 DK1219  STATE/COUNTY-  MS/WASHINGTON
 DK1219  USGS QUAD   -  WAYSIDE (1970)
 DK1219
 DK1219                         *CURRENT SURVEY CONTROL
 DK1219  ___________________________________________________________________
 DK1219* NAD 83(1986)-  33 16 52.     (N)    091 06 42.     (W)     SCALED    
 DK1219* NAVD 88     -        45.327  (meters)     148.71   (feet)  ADJUSTED  
 DK1219  ___________________________________________________________________
 DK1219  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1219  DYNAMIC HT  -          45.279 (meters)     148.55  (feet)  COMP
 DK1219  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DK1219
 DK1219  VERT ORDER  -  SECOND    CLASS 0
 DK1219
 DK1219.The horizontal coordinates were scaled from a topographic map and have
 DK1219.an estimated accuracy of +/- 6 seconds.
 DK1219
 DK1219.The orthometric height was determined by differential leveling
 DK1219.and adjusted in June 1991.
 DK1219
 DK1219.The geoid height was determined by GEOID03.
 DK1219
 DK1219.The dynamic height is computed by dividing the NAVD 88
 DK1219.geopotential number by the normal gravity value computed on the
 DK1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1219.degrees latitude (g = 980.6199 gals.).
 DK1219
 DK1219.The modeled gravity was interpolated from observed gravity values.
 DK1219
 DK1219;                    North         East    Units  Estimated Accuracy
 DK1219;SPC MS W     -   419,490.      627,500.      MT  (+/- 180 meters Scaled)
 DK1219
 DK1219                          SUPERSEDED SURVEY CONTROL
 DK1219
 DK1219  NGVD 29 (??/??/??)   45.386  (m)          148.90   (f) ADJUSTED    2 0
 DK1219
 DK1219.Superseded values are not recommended for survey control.
 DK1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1219.See file dsdata.txt to determine how the superseded data were derived.
 DK1219
 DK1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS758840(NAD 83)
 DK1219_MARKER: DD = SURVEY DISK
 DK1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1219_STAMPING: 4540
 DK1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1219+STABILITY: SURFACE MOTION
 DK1219
 DK1219  HISTORY     - Date     Condition        Report By
 DK1219  HISTORY     - UNK      MONUMENTED       DOD
 DK1219  HISTORY     - 1967     GOOD             MSHD
 DK1219
 DK1219                          STATION DESCRIPTION
 DK1219
 DK1219'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1219'11.95 MI SW FROM GREENVILLE.
 DK1219'LOCATED 11.95 MILES SOUTHWEST ALONG THE MISSISSIPPI LEVEE FROM THE
 DK1219'JUNCTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 AND 2.4 MILES
 DK1219'SOUTH SOUTHEAST OF THE MISSISSIPPI RIVER BRIDGE ON HIGHWAY 82.  TO
 DK1219'REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN
 DK1219'STREET FOR 1.1 MILES TO THE INTERSECTION OF U.S.HIGHWAY 82, TURN RIGHT
 DK1219'(WEST) AND CONTINUE ON U.S.HIGHWAY 82 FOR 8.65 MILES TO THE
 DK1219'MISSISSIPPI RIVER LEVEE JUST EAST OF THE MISSISSIPPI RIVER BRIDGE,
 DK1219'TURN LEFT (SOUTH SOUTHEAST) AND CONTINUE ON THE LEVEE FOR 2.4 MILES TO
 DK1219'THE MARK ON THE RIGHT JUST BEFORE REACHING AN EXIT LEADING TO A
 DK1219'HUNTING CLUB ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 DK1219'SQUARE CONCRETE POST, 294 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 DK1219'OF A SIDE ROAD AND THE LEVEE, 20 FEET WEST SOUTHWEST OF THE CENTER OF
 DK1219'THE LEVEE, AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1461 ***********************************************************************
 EG1461  DESIGNATION -  46 503 USE
 EG1461  PID         -  EG1461
 EG1461  STATE/COUNTY-  MS/MONROE
 EG1461  USGS QUAD   -  SMITHVILLE (1992)
 EG1461
 EG1461                         *CURRENT SURVEY CONTROL
 EG1461  ___________________________________________________________________
 EG1461* NAD 83(1986)-  34 04 17.     (N)    088 25 24.     (W)     SCALED    
 EG1461* NAVD 88     -        71.173  (meters)     233.51   (feet)  ADJUSTED  
 EG1461  ___________________________________________________________________
 EG1461  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1461  DYNAMIC HT  -          71.101 (meters)     233.27  (feet)  COMP
 EG1461  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 EG1461
 EG1461  VERT ORDER  -  FIRST     CLASS II
 EG1461
 EG1461.The horizontal coordinates were scaled from a topographic map and have
 EG1461.an estimated accuracy of +/- 6 seconds.
 EG1461
 EG1461.The orthometric height was determined by differential leveling
 EG1461.and adjusted in June 1991.
 EG1461
 EG1461.The geoid height was determined by GEOID03.
 EG1461
 EG1461.The dynamic height is computed by dividing the NAVD 88
 EG1461.geopotential number by the normal gravity value computed on the
 EG1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1461.degrees latitude (g = 980.6199 gals.).
 EG1461
 EG1461.The modeled gravity was interpolated from observed gravity values.
 EG1461
 EG1461;                    North         East    Units  Estimated Accuracy
 EG1461;SPC MS E     -   506,940.      337,840.      MT  (+/- 180 meters Scaled)
 EG1461
 EG1461                          SUPERSEDED SURVEY CONTROL
 EG1461
 EG1461  NGVD 29 (??/??/92)   71.106  (m)          233.29   (f) ADJ UNCH    1 2
 EG1461
 EG1461.Superseded values are not recommended for survey control.
 EG1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1461.See file dsdata.txt to determine how the superseded data were derived.
 EG1461
 EG1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC686709(NAD 83)
 EG1461_MARKER: DD = SURVEY DISK
 EG1461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1461_SP_SET: ALUMINUM ALLOY ROD
 EG1461_STAMPING: 46 503 1980
 EG1461_MARK LOGO: USE   
 EG1461_PROJECTION: FLUSH
 EG1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1461_ROD/PIPE-DEPTH: 11.0 meters
 EG1461
 EG1461  HISTORY     - Date     Condition        Report By
 EG1461  HISTORY     - 1980     MONUMENTED       USE
 EG1461  HISTORY     - 1985     GOOD             NGS
 EG1461
 EG1461                          STATION DESCRIPTION
 EG1461
 EG1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1461'18.3 KM (11.4 MI) NORTH FROM AMORY.
 EG1461'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1461'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 14.6 KM (9.1 MI) NORTH
 EG1461'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1461'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY THREE LARGE WOODEN
 EG1461'POST, 55.47 METERS (182.0 FT) NORTHWEST OF THE CENTER OF THE
 EG1461'GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1461'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 EG1461'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1459 ***********************************************************************
 EG1459  DESIGNATION -  46 505 USE
 EG1459  PID         -  EG1459
 EG1459  STATE/COUNTY-  MS/MONROE
 EG1459  USGS QUAD   -  SMITHVILLE (1992)
 EG1459
 EG1459                         *CURRENT SURVEY CONTROL
 EG1459  ___________________________________________________________________
 EG1459* NAD 83(1986)-  34 04 23.     (N)    088 25 14.     (W)     SCALED    
 EG1459* NAVD 88     -        71.545  (meters)     234.73   (feet)  ADJUSTED  
 EG1459  ___________________________________________________________________
 EG1459  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1459  DYNAMIC HT  -          71.472 (meters)     234.49  (feet)  COMP
 EG1459  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 EG1459
 EG1459  VERT ORDER  -  FIRST     CLASS II
 EG1459
 EG1459.The horizontal coordinates were scaled from a topographic map and have
 EG1459.an estimated accuracy of +/- 6 seconds.
 EG1459
 EG1459.The orthometric height was determined by differential leveling
 EG1459.and adjusted in June 1991.
 EG1459
 EG1459.The geoid height was determined by GEOID03.
 EG1459
 EG1459.The dynamic height is computed by dividing the NAVD 88
 EG1459.geopotential number by the normal gravity value computed on the
 EG1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1459.degrees latitude (g = 980.6199 gals.).
 EG1459
 EG1459.The modeled gravity was interpolated from observed gravity values.
 EG1459
 EG1459;                    North         East    Units  Estimated Accuracy
 EG1459;SPC MS E     -   507,130.      338,100.      MT  (+/- 180 meters Scaled)
 EG1459
 EG1459                          SUPERSEDED SURVEY CONTROL
 EG1459
 EG1459  NGVD 29 (??/??/92)   71.478  (m)          234.51   (f) ADJ UNCH    1 2
 EG1459
 EG1459.Superseded values are not recommended for survey control.
 EG1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1459.See file dsdata.txt to determine how the superseded data were derived.
 EG1459
 EG1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC689711(NAD 83)
 EG1459_MARKER: DD = SURVEY DISK
 EG1459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1459_SP_SET: ALUMINUM ALLOY ROD
 EG1459_STAMPING: 46 505 1980
 EG1459_MARK LOGO: USE   
 EG1459_PROJECTION: FLUSH
 EG1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1459_ROD/PIPE-DEPTH: 11.0 meters
 EG1459
 EG1459  HISTORY     - Date     Condition        Report By
 EG1459  HISTORY     - 1980     MONUMENTED       USE
 EG1459  HISTORY     - 1985     GOOD             NGS
 EG1459
 EG1459                          STATION DESCRIPTION
 EG1459
 EG1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1459'18.6 KM (11.55 MI) NORT FROM AMORY.
 EG1459'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1459'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 15.0 KM (9.3 MI) NORTH
 EG1459'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1459'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY THREE LARGE WOODEN
 EG1459'POST, 56.08 METERS (184.0 FT) NORTHWEST OF THE CENTER OF THE
 EG1459'GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1459'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 EG1459'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1469 ***********************************************************************
 EG1469  DESIGNATION -  46 508 A USE
 EG1469  PID         -  EG1469
 EG1469  STATE/COUNTY-  MS/MONROE
 EG1469  USGS QUAD   -  SMITHVILLE (1992)
 EG1469
 EG1469                         *CURRENT SURVEY CONTROL
 EG1469  ___________________________________________________________________
 EG1469* NAD 83(1986)-  34 03 49.     (N)    088 25 29.     (W)     SCALED    
 EG1469* NAVD 88     -        76.627  (meters)     251.40   (feet)  ADJUSTED  
 EG1469  ___________________________________________________________________
 EG1469  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1469  DYNAMIC HT  -          76.550 (meters)     251.15  (feet)  COMP
 EG1469  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 EG1469
 EG1469  VERT ORDER  -  FIRST     CLASS II
 EG1469
 EG1469.The horizontal coordinates were scaled from a topographic map and have
 EG1469.an estimated accuracy of +/- 6 seconds.
 EG1469
 EG1469.The orthometric height was determined by differential leveling
 EG1469.and adjusted in June 1991.
 EG1469
 EG1469.The geoid height was determined by GEOID03.
 EG1469
 EG1469.The dynamic height is computed by dividing the NAVD 88
 EG1469.geopotential number by the normal gravity value computed on the
 EG1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1469.degrees latitude (g = 980.6199 gals.).
 EG1469
 EG1469.The modeled gravity was interpolated from observed gravity values.
 EG1469
 EG1469;                    North         East    Units  Estimated Accuracy
 EG1469;SPC MS E     -   506,080.      337,720.      MT  (+/- 180 meters Scaled)
 EG1469
 EG1469                          SUPERSEDED SURVEY CONTROL
 EG1469
 EG1469  NGVD 29 (??/??/92)   76.561  (m)          251.18   (f) ADJ UNCH    1 2
 EG1469
 EG1469.Superseded values are not recommended for survey control.
 EG1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1469.See file dsdata.txt to determine how the superseded data were derived.
 EG1469
 EG1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC685701(NAD 83)
 EG1469_MARKER: DD = SURVEY DISK
 EG1469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1469_SP_SET: ALUMINUM ALLOY ROD
 EG1469_STAMPING: 46 508 A 1982
 EG1469_MARK LOGO: USE   
 EG1469_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1469_ROD/PIPE-DEPTH: 11.0 meters
 EG1469
 EG1469  HISTORY     - Date     Condition        Report By
 EG1469  HISTORY     - 1982     MONUMENTED       USE
 EG1469  HISTORY     - 1985     GOOD             NGS
 EG1469
 EG1469                          STATION DESCRIPTION
 EG1469
 EG1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1469'16.7 KM (10.4 MI) NORTH FROM AMORY.
 EG1469'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1469'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 13.1 KM (8.15 MI) NORTH
 EG1469'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE
 EG1469'TENNESSEE-TOMBIGBEE WATERWAY TO THE MARK ON THE RIGHT, IN TOP OF THE
 EG1469'CONCRETE BASE OF A (U.S.E. DAM DEFORMATION PILLOW), 11.89 METERS (39.0
 EG1469'FT) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE,
 EG1469'0.30 METER (1.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 EG1469'CONCRETE BASE.
 EG1469'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1468 ***********************************************************************
 EG1468  DESIGNATION -  46 509 A USE
 EG1468  PID         -  EG1468
 EG1468  STATE/COUNTY-  MS/MONROE
 EG1468  USGS QUAD   -  SMITHVILLE (1992)
 EG1468
 EG1468                         *CURRENT SURVEY CONTROL
 EG1468  ___________________________________________________________________
 EG1468* NAD 83(1986)-  34 03 54.     (N)    088 25 22.     (W)     SCALED    
 EG1468* NAVD 88     -        78.487  (meters)     257.50   (feet)  ADJUSTED  
 EG1468  ___________________________________________________________________
 EG1468  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1468  DYNAMIC HT  -          78.408 (meters)     257.24  (feet)  COMP
 EG1468  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EG1468
 EG1468  VERT ORDER  -  FIRST     CLASS II
 EG1468
 EG1468.The horizontal coordinates were scaled from a topographic map and have
 EG1468.an estimated accuracy of +/- 6 seconds.
 EG1468
 EG1468.The orthometric height was determined by differential leveling
 EG1468.and adjusted in June 1991.
 EG1468
 EG1468.The geoid height was determined by GEOID03.
 EG1468
 EG1468.The dynamic height is computed by dividing the NAVD 88
 EG1468.geopotential number by the normal gravity value computed on the
 EG1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1468.degrees latitude (g = 980.6199 gals.).
 EG1468
 EG1468.The modeled gravity was interpolated from observed gravity values.
 EG1468
 EG1468;                    North         East    Units  Estimated Accuracy
 EG1468;SPC MS E     -   506,230.      337,900.      MT  (+/- 180 meters Scaled)
 EG1468
 EG1468                          SUPERSEDED SURVEY CONTROL
 EG1468
 EG1468  NGVD 29 (??/??/92)   78.421  (m)          257.29   (f) ADJ UNCH    1 2
 EG1468
 EG1468.Superseded values are not recommended for survey control.
 EG1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1468.See file dsdata.txt to determine how the superseded data were derived.
 EG1468
 EG1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC687702(NAD 83)
 EG1468_MARKER: DD = SURVEY DISK
 EG1468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1468_SP_SET: ALUMINUM ALLOY ROD
 EG1468_STAMPING: 46 509 A 1982
 EG1468_MARK LOGO: USE   
 EG1468_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1468_ROD/PIPE-DEPTH: 11.0 meters
 EG1468
 EG1468  HISTORY     - Date     Condition        Report By
 EG1468  HISTORY     - 1982     MONUMENTED       USE
 EG1468  HISTORY     - 1985     GOOD             NGS
 EG1468
 EG1468                          STATION DESCRIPTION
 EG1468
 EG1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1468'17.0 KM (10.55 MI) NORT FROM AMORY.
 EG1468'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1468'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 13.4 KM (8.3 MI) NORTH
 EG1468'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1468'WATERWAY TO THE MARK ON THE RIGHT, IN TOP OF THE CONCRETE BASE OF A
 EG1468'(U.S.E. DAM DEFORMATION PILLOW), 20.42 METERS (67.0 FT) SOUTHEAST OF
 EG1468'THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 23.16 METERS (76.0
 EG1468'FT) NORTHEAST OF THE CENTER OF THE GRAVEL ROAD LEADING TO LOCK B,
 EG1468'0.24 METER (0.8 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE
 EG1468'BASE.
 EG1468'THE MARK IS 0.6 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1467 ***********************************************************************
 EG1467  DESIGNATION -  46 510 A USE
 EG1467  PID         -  EG1467
 EG1467  STATE/COUNTY-  MS/MONROE
 EG1467  USGS QUAD   -  SMITHVILLE (1992)
 EG1467
 EG1467                         *CURRENT SURVEY CONTROL
 EG1467  ___________________________________________________________________
 EG1467* NAD 83(1986)-  34 03 58.     (N)    088 25 19.     (W)     SCALED    
 EG1467* NAVD 88     -        77.988  (meters)     255.87   (feet)  ADJUSTED  
 EG1467  ___________________________________________________________________
 EG1467  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1467  DYNAMIC HT  -          77.909 (meters)     255.61  (feet)  COMP
 EG1467  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EG1467
 EG1467  VERT ORDER  -  FIRST     CLASS II
 EG1467
 EG1467.The horizontal coordinates were scaled from a topographic map and have
 EG1467.an estimated accuracy of +/- 6 seconds.
 EG1467
 EG1467.The orthometric height was determined by differential leveling
 EG1467.and adjusted in June 1991.
 EG1467
 EG1467.The geoid height was determined by GEOID03.
 EG1467
 EG1467.The dynamic height is computed by dividing the NAVD 88
 EG1467.geopotential number by the normal gravity value computed on the
 EG1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1467.degrees latitude (g = 980.6199 gals.).
 EG1467
 EG1467.The modeled gravity was interpolated from observed gravity values.
 EG1467
 EG1467;                    North         East    Units  Estimated Accuracy
 EG1467;SPC MS E     -   506,360.      337,980.      MT  (+/- 180 meters Scaled)
 EG1467
 EG1467                          SUPERSEDED SURVEY CONTROL
 EG1467
 EG1467  NGVD 29 (??/??/92)   77.921  (m)          255.65   (f) ADJ UNCH    1 2
 EG1467
 EG1467.Superseded values are not recommended for survey control.
 EG1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1467.See file dsdata.txt to determine how the superseded data were derived.
 EG1467
 EG1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC687703(NAD 83)
 EG1467_MARKER: DD = SURVEY DISK
 EG1467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1467_SP_SET: ALUMINUM ALLOY ROD
 EG1467_STAMPING: 46 510 A 1982
 EG1467_MARK LOGO: USE   
 EG1467_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1467_ROD/PIPE-DEPTH: 11.0 meters
 EG1467
 EG1467  HISTORY     - Date     Condition        Report By
 EG1467  HISTORY     - 1982     MONUMENTED       USE
 EG1467  HISTORY     - 1985     GOOD             NGS
 EG1467
 EG1467                          STATION DESCRIPTION
 EG1467
 EG1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1467'17.1 KM (10.6 MI) NORTH FROM AMORY.
 EG1467'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1467'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 13.5 KM (8.4 MI) NORTH
 EG1467'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1467'WATERWAY TO THE MARK ON THE RIGHT, IN TOP OF THE CONCRETE BASE OF A
 EG1467'(U.S.E. DAM DEFORMATION PILLOW), 12.50 METERS (41.0 FT) SOUTHEAST OF
 EG1467'THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 0.30 METER (1.0
 EG1467'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE BASE.
 EG1467'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1465 ***********************************************************************
 EG1465  DESIGNATION -  46 511 A USE
 EG1465  PID         -  EG1465
 EG1465  STATE/COUNTY-  MS/MONROE
 EG1465  USGS QUAD   -  SMITHVILLE (1992)
 EG1465
 EG1465                         *CURRENT SURVEY CONTROL
 EG1465  ___________________________________________________________________
 EG1465* NAD 83(1986)-  34 04 04.     (N)    088 25 21.     (W)     SCALED    
 EG1465* NAVD 88     -        78.188  (meters)     256.52   (feet)  ADJUSTED  
 EG1465  ___________________________________________________________________
 EG1465  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1465  DYNAMIC HT  -          78.109 (meters)     256.26  (feet)  COMP
 EG1465  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EG1465
 EG1465  VERT ORDER  -  FIRST     CLASS II
 EG1465
 EG1465.The horizontal coordinates were scaled from a topographic map and have
 EG1465.an estimated accuracy of +/- 6 seconds.
 EG1465
 EG1465.The orthometric height was determined by differential leveling
 EG1465.and adjusted in June 1991.
 EG1465
 EG1465.The geoid height was determined by GEOID03.
 EG1465
 EG1465.The dynamic height is computed by dividing the NAVD 88
 EG1465.geopotential number by the normal gravity value computed on the
 EG1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1465.degrees latitude (g = 980.6199 gals.).
 EG1465
 EG1465.The modeled gravity was interpolated from observed gravity values.
 EG1465
 EG1465;                    North         East    Units  Estimated Accuracy
 EG1465;SPC MS E     -   506,540.      337,920.      MT  (+/- 180 meters Scaled)
 EG1465
 EG1465                          SUPERSEDED SURVEY CONTROL
 EG1465
 EG1465  NGVD 29 (??/??/92)   78.122  (m)          256.31   (f) ADJ UNCH    1 2
 EG1465
 EG1465.Superseded values are not recommended for survey control.
 EG1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1465.See file dsdata.txt to determine how the superseded data were derived.
 EG1465
 EG1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC687705(NAD 83)
 EG1465_MARKER: DD = SURVEY DISK
 EG1465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1465_SP_SET: ALUMINUM ALLOY ROD
 EG1465_STAMPING: 46 511 A 1982
 EG1465_MARK LOGO: USE   
 EG1465_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1465_ROD/PIPE-DEPTH: 11.0 meters
 EG1465
 EG1465  HISTORY     - Date     Condition        Report By
 EG1465  HISTORY     - 1982     MONUMENTED       USE
 EG1465  HISTORY     - 1985     GOOD             NGS
 EG1465
 EG1465                          STATION DESCRIPTION
 EG1465
 EG1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1465'17.8 KM (11.05 MI) NORT FROM AMORY.
 EG1465'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1465'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 14.2 KM (8.8 MI) NORTH
 EG1465'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE
 EG1465'TENNESSEE-TOMBIGBEE WATERWAY TO THE MARK ON THE LEFT, IN TOP OF THE
 EG1465'CONCRETE BASE OF A (U.S.E. DAM DEFORMATION PILLOW), 9.14 METERS (30.0
 EG1465'FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 8.38
 EG1465'METERS (27.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE RAMP
 EG1465'OVER A DAM, 0.24 METER (0.8 FT) EAST OF THE WEST EDGE OF THE
 EG1465'CONCRETE BASE.
 EG1465'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1464 ***********************************************************************
 EG1464  DESIGNATION -  46 512 A USE
 EG1464  PID         -  EG1464
 EG1464  STATE/COUNTY-  MS/MONROE
 EG1464  USGS QUAD   -  SMITHVILLE (1992)
 EG1464
 EG1464                         *CURRENT SURVEY CONTROL
 EG1464  ___________________________________________________________________
 EG1464* NAD 83(1986)-  34 04 02.     (N)    088 25 24.     (W)     SCALED    
 EG1464* NAVD 88     -        72.062  (meters)     236.42   (feet)  ADJUSTED  
 EG1464  ___________________________________________________________________
 EG1464  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1464  DYNAMIC HT  -          71.989 (meters)     236.18  (feet)  COMP
 EG1464  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 EG1464
 EG1464  VERT ORDER  -  FIRST     CLASS II
 EG1464
 EG1464.The horizontal coordinates were scaled from a topographic map and have
 EG1464.an estimated accuracy of +/- 6 seconds.
 EG1464
 EG1464.The orthometric height was determined by differential leveling
 EG1464.and adjusted in June 1991.
 EG1464
 EG1464.The geoid height was determined by GEOID03.
 EG1464
 EG1464.The dynamic height is computed by dividing the NAVD 88
 EG1464.geopotential number by the normal gravity value computed on the
 EG1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1464.degrees latitude (g = 980.6199 gals.).
 EG1464
 EG1464.The modeled gravity was interpolated from observed gravity values.
 EG1464
 EG1464;                    North         East    Units  Estimated Accuracy
 EG1464;SPC MS E     -   506,480.      337,850.      MT  (+/- 180 meters Scaled)
 EG1464
 EG1464                          SUPERSEDED SURVEY CONTROL
 EG1464
 EG1464  NGVD 29 (??/??/92)   71.995  (m)          236.20   (f) ADJ UNCH    1 2
 EG1464
 EG1464.Superseded values are not recommended for survey control.
 EG1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1464.See file dsdata.txt to determine how the superseded data were derived.
 EG1464
 EG1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC686705(NAD 83)
 EG1464_MARKER: DD = SURVEY DISK
 EG1464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1464_SP_SET: ALUMINUM ALLOY ROD
 EG1464_STAMPING: 46 512 A 1982
 EG1464_MARK LOGO: USE   
 EG1464_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1464_ROD/PIPE-DEPTH: 11.0 meters
 EG1464
 EG1464  HISTORY     - Date     Condition        Report By
 EG1464  HISTORY     - 1982     MONUMENTED       USE
 EG1464  HISTORY     - 1985     GOOD             NGS
 EG1464
 EG1464                          STATION DESCRIPTION
 EG1464
 EG1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1464'17.8 KM (11.05 MI) NORT FROM AMORY.
 EG1464'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1464'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 14.2 KM (8.8 MI) NORTH
 EG1464'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1464'WATERWAY TO THE MARK ON THE LEFT, IN TOP OF THE CONCRETE BASE OF A
 EG1464'(U.S.E. DAM DEFORMATION PILLOW), 126.49 METERS (415.0 FT) SOUTH OF
 EG1464'THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 9.14 METERS (30.0
 EG1464'FT) EAST OF THE EAST BANK OF THE HIGH WATER FLOOD CANAL, 0.24 METER
 EG1464'(0.8 FT) EAST OF THE WEST EDGE OF THE CONCRETE BASE.
 EG1464'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1463 ***********************************************************************
 EG1463  DESIGNATION -  46 513 A USE
 EG1463  PID         -  EG1463
 EG1463  STATE/COUNTY-  MS/MONROE
 EG1463  USGS QUAD   -  SMITHVILLE (1992)
 EG1463
 EG1463                         *CURRENT SURVEY CONTROL
 EG1463  ___________________________________________________________________
 EG1463* NAD 83(1986)-  34 04 08.     (N)    088 25 27.     (W)     SCALED    
 EG1463* NAVD 88     -        71.838  (meters)     235.69   (feet)  ADJUSTED  
 EG1463  ___________________________________________________________________
 EG1463  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1463  DYNAMIC HT  -          71.765 (meters)     235.45  (feet)  COMP
 EG1463  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EG1463
 EG1463  VERT ORDER  -  FIRST     CLASS II
 EG1463
 EG1463.The horizontal coordinates were scaled from a topographic map and have
 EG1463.an estimated accuracy of +/- 6 seconds.
 EG1463
 EG1463.The orthometric height was determined by differential leveling
 EG1463.and adjusted in June 1991.
 EG1463
 EG1463.The geoid height was determined by GEOID03.
 EG1463
 EG1463.The dynamic height is computed by dividing the NAVD 88
 EG1463.geopotential number by the normal gravity value computed on the
 EG1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1463.degrees latitude (g = 980.6199 gals.).
 EG1463
 EG1463.The modeled gravity was interpolated from observed gravity values.
 EG1463
 EG1463;                    North         East    Units  Estimated Accuracy
 EG1463;SPC MS E     -   506,660.      337,770.      MT  (+/- 180 meters Scaled)
 EG1463
 EG1463                          SUPERSEDED SURVEY CONTROL
 EG1463
 EG1463  NGVD 29 (??/??/92)   71.771  (m)          235.47   (f) ADJ UNCH    1 2
 EG1463
 EG1463.Superseded values are not recommended for survey control.
 EG1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1463.See file dsdata.txt to determine how the superseded data were derived.
 EG1463
 EG1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC685707(NAD 83)
 EG1463_MARKER: DD = SURVEY DISK
 EG1463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1463_SP_SET: ALUMINUM ALLOY ROD
 EG1463_STAMPING: 46 513 A 1982
 EG1463_MARK LOGO: USE   
 EG1463_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1463_ROD/PIPE-DEPTH: 11.0 meters
 EG1463
 EG1463  HISTORY     - Date     Condition        Report By
 EG1463  HISTORY     - 1982     MONUMENTED       USE
 EG1463  HISTORY     - 1985     GOOD             NGS
 EG1463
 EG1463                          STATION DESCRIPTION
 EG1463
 EG1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1463'18.1 KM (11.25 MI) NORT FROM AMORY.
 EG1463'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1463'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 14.5 KM (9.0 MI) NORTH
 EG1463'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1463'WATERWAY TO THE MARK ON THE LEFT, IN TOP OF THE CONCRETE BASE OF A
 EG1463'(U.S.E. DAM DEFORMATION PILLOW), 131.06 METERS (430.0 FT) SOUTH OF THE
 EG1463'CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 30.78 METERS (101.0 FT)
 EG1463'WEST OF THE WEST BANK OF THE HIGH WATER FLOOD CANAL, 0.34 METER (1.1
 EG1463'FT) WEST OF THE EAST EDGE OF THE CONCRETE BASE.
 EG1463'THE MARK IS 4.0 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1462 ***********************************************************************
 EG1462  DESIGNATION -  46 514 A USE
 EG1462  PID         -  EG1462
 EG1462  STATE/COUNTY-  MS/MONROE
 EG1462  USGS QUAD   -  SMITHVILLE (1992)
 EG1462
 EG1462                         *CURRENT SURVEY CONTROL
 EG1462  ___________________________________________________________________
 EG1462* NAD 83(1986)-  34 04 09.     (N)    088 25 25.     (W)     SCALED    
 EG1462* NAVD 88     -        78.195  (meters)     256.54   (feet)  ADJUSTED  
 EG1462  ___________________________________________________________________
 EG1462  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1462  DYNAMIC HT  -          78.116 (meters)     256.29  (feet)  COMP
 EG1462  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 EG1462
 EG1462  VERT ORDER  -  FIRST     CLASS II
 EG1462
 EG1462.The horizontal coordinates were scaled from a topographic map and have
 EG1462.an estimated accuracy of +/- 6 seconds.
 EG1462
 EG1462.The orthometric height was determined by differential leveling
 EG1462.and adjusted in June 1991.
 EG1462
 EG1462.The geoid height was determined by GEOID03.
 EG1462
 EG1462.The dynamic height is computed by dividing the NAVD 88
 EG1462.geopotential number by the normal gravity value computed on the
 EG1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1462.degrees latitude (g = 980.6199 gals.).
 EG1462
 EG1462.The modeled gravity was interpolated from observed gravity values.
 EG1462
 EG1462;                    North         East    Units  Estimated Accuracy
 EG1462;SPC MS E     -   506,700.      337,820.      MT  (+/- 180 meters Scaled)
 EG1462
 EG1462                          SUPERSEDED SURVEY CONTROL
 EG1462
 EG1462  NGVD 29 (??/??/92)   78.128  (m)          256.32   (f) ADJ UNCH    1 2
 EG1462
 EG1462.Superseded values are not recommended for survey control.
 EG1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1462.See file dsdata.txt to determine how the superseded data were derived.
 EG1462
 EG1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC686707(NAD 83)
 EG1462_MARKER: DD = SURVEY DISK
 EG1462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1462_SP_SET: ALUMINUM ALLOY ROD
 EG1462_STAMPING: 46 514 A 1982
 EG1462_MARK LOGO: USE   
 EG1462_PROJECTION: PROJECTING 60 CENTIMETERS
 EG1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1462_ROD/PIPE-DEPTH: 11.0 meters
 EG1462
 EG1462  HISTORY     - Date     Condition        Report By
 EG1462  HISTORY     - 1982     MONUMENTED       USE
 EG1462  HISTORY     - 1985     GOOD             NGS
 EG1462
 EG1462                          STATION DESCRIPTION
 EG1462
 EG1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1462'18.1 KM (11.25 MI) NORT FROM AMORY.
 EG1462'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1462'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 14.5 KM (9.0 MI) NORTH
 EG1462'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1462'WATERWAY TO THE MARK ON THE LEFT, IN TOP OF THE CONCRETE BASE OF A
 EG1462'(U.S.E. DAM DEFORMATION PILLOW), 8.69 METERS (28.5 FT) SOUTH OF THE
 EG1462'CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE, 8.23 METERS (27.0 FT)
 EG1462'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE RAMP OVER THE
 EG1462'DAM, 0.34 METER (1.1 FT) WEST OF THE EAST EDGE OF THE CONCRETE BASE.
 EG1462'THE MARK IS 0.6 M ABOVE TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1466 ***********************************************************************
 EG1466  DESIGNATION -  46 523 USE
 EG1466  PID         -  EG1466
 EG1466  STATE/COUNTY-  MS/MONROE
 EG1466  USGS QUAD   -  SMITHVILLE (1992)
 EG1466
 EG1466                         *CURRENT SURVEY CONTROL
 EG1466  ___________________________________________________________________
 EG1466* NAD 83(1986)-  34 04 02.     (N)    088 25 18.     (W)     SCALED    
 EG1466* NAVD 88     -        77.712  (meters)     254.96   (feet)  ADJUSTED  
 EG1466  ___________________________________________________________________
 EG1466  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1466  DYNAMIC HT  -          77.633 (meters)     254.70  (feet)  COMP
 EG1466  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 EG1466
 EG1466  VERT ORDER  -  FIRST     CLASS II
 EG1466
 EG1466.The horizontal coordinates were scaled from a topographic map and have
 EG1466.an estimated accuracy of +/- 6 seconds.
 EG1466
 EG1466.The orthometric height was determined by differential leveling
 EG1466.and adjusted in June 1991.
 EG1466
 EG1466.The geoid height was determined by GEOID03.
 EG1466
 EG1466.The dynamic height is computed by dividing the NAVD 88
 EG1466.geopotential number by the normal gravity value computed on the
 EG1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1466.degrees latitude (g = 980.6199 gals.).
 EG1466
 EG1466.The modeled gravity was interpolated from observed gravity values.
 EG1466
 EG1466;                    North         East    Units  Estimated Accuracy
 EG1466;SPC MS E     -   506,480.      338,000.      MT  (+/- 180 meters Scaled)
 EG1466
 EG1466                          SUPERSEDED SURVEY CONTROL
 EG1466
 EG1466  NGVD 29 (??/??/92)   77.645  (m)          254.74   (f) ADJ UNCH    1 2
 EG1466
 EG1466.Superseded values are not recommended for survey control.
 EG1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1466.See file dsdata.txt to determine how the superseded data were derived.
 EG1466
 EG1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC688705(NAD 83)
 EG1466_MARKER: DD = SURVEY DISK
 EG1466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1466_SP_SET: ALUMINUM ALLOY ROD
 EG1466_STAMPING: 46 523 1984
 EG1466_MARK LOGO: USE   
 EG1466_PROJECTION: FLUSH
 EG1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1466_ROD/PIPE-DEPTH: 11.0 meters
 EG1466
 EG1466  HISTORY     - Date     Condition        Report By
 EG1466  HISTORY     - 1984     MONUMENTED       USE
 EG1466  HISTORY     - 1985     GOOD             NGS
 EG1466
 EG1466                          STATION DESCRIPTION
 EG1466
 EG1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1466'17.5 KM (10.9 MI) NORTH FROM AMORY.
 EG1466'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1466'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 13.8 KM (8.6 MI) NORTH
 EG1466'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1466'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY THREE LARGE WOODEN
 EG1466'POST, 9.14 METERS (30.0 FT) NORTHWEST OF THE CENTER OF THE GRAVEL
 EG1466'ROAD ON TOP THE LEVEE, 0.46 METER (1.5 FT) NORTHWEST OF THE
 EG1466'NORTHWEST EDGE OF CONCRETE BASE OF A 1.6 METER (5.3 FT) BY 2.4 METERS
 EG1466'(8.0 FT) BUILDING WITH TWO METAL DOORS.
 EG1466'THE MARK IS 0.78 METERS  SE FROM  A WITNESS POST
 EG1466'THE MARK IS 0.2 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1460 ***********************************************************************
 EG1460  DESIGNATION -  46 524 USE
 EG1460  PID         -  EG1460
 EG1460  STATE/COUNTY-  MS/MONROE
 EG1460  USGS QUAD   -  SMITHVILLE (1992)
 EG1460
 EG1460                         *CURRENT SURVEY CONTROL
 EG1460  ___________________________________________________________________
 EG1460* NAD 83(1986)-  34 04 20.     (N)    088 25 19.     (W)     SCALED    
 EG1460* NAVD 88     -        71.671  (meters)     235.14   (feet)  ADJUSTED  
 EG1460  ___________________________________________________________________
 EG1460  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1460  DYNAMIC HT  -          71.599 (meters)     234.90  (feet)  COMP
 EG1460  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 EG1460
 EG1460  VERT ORDER  -  FIRST     CLASS II
 EG1460
 EG1460.The horizontal coordinates were scaled from a topographic map and have
 EG1460.an estimated accuracy of +/- 6 seconds.
 EG1460
 EG1460.The orthometric height was determined by differential leveling
 EG1460.and adjusted in June 1991.
 EG1460
 EG1460.The geoid height was determined by GEOID03.
 EG1460
 EG1460.The dynamic height is computed by dividing the NAVD 88
 EG1460.geopotential number by the normal gravity value computed on the
 EG1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1460.degrees latitude (g = 980.6199 gals.).
 EG1460
 EG1460.The modeled gravity was interpolated from observed gravity values.
 EG1460
 EG1460;                    North         East    Units  Estimated Accuracy
 EG1460;SPC MS E     -   507,030.      337,970.      MT  (+/- 180 meters Scaled)
 EG1460
 EG1460                          SUPERSEDED SURVEY CONTROL
 EG1460
 EG1460  NGVD 29 (??/??/92)   71.605  (m)          234.92   (f) ADJ UNCH    1 2
 EG1460
 EG1460.Superseded values are not recommended for survey control.
 EG1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1460.See file dsdata.txt to determine how the superseded data were derived.
 EG1460
 EG1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC687710(NAD 83)
 EG1460_MARKER: DD = SURVEY DISK
 EG1460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1460_SP_SET: ALUMINUM ALLOY ROD
 EG1460_STAMPING: 46 524 1984
 EG1460_MARK LOGO: USE   
 EG1460_PROJECTION: FLUSH
 EG1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1460_ROD/PIPE-DEPTH: 11.0 meters
 EG1460
 EG1460  HISTORY     - Date     Condition        Report By
 EG1460  HISTORY     - 1984     MONUMENTED       USE
 EG1460  HISTORY     - 1985     GOOD             NGS
 EG1460
 EG1460                          STATION DESCRIPTION
 EG1460
 EG1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1460'18.4 KM (11.45 MI) NORT FROM AMORY.
 EG1460'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1460'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 14.8 KM (9.2 MI) NORTH
 EG1460'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1460'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY THREE LARGE WOODEN
 EG1460'POST, 33.83 METERS (111.0 FT) NORTHWEST OF THE CENTER OF THE
 EG1460'GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1460'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 EG1460'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1458 ***********************************************************************
 EG1458  DESIGNATION -  46 525 USE
 EG1458  PID         -  EG1458
 EG1458  STATE/COUNTY-  MS/MONROE
 EG1458  USGS QUAD   -  SMITHVILLE (1992)
 EG1458
 EG1458                         *CURRENT SURVEY CONTROL
 EG1458  ___________________________________________________________________
 EG1458* NAD 83(1986)-  34 04 29.     (N)    088 25 02.     (W)     SCALED    
 EG1458* NAVD 88     -        71.848  (meters)     235.72   (feet)  ADJUSTED  
 EG1458  ___________________________________________________________________
 EG1458  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1458  DYNAMIC HT  -          71.775 (meters)     235.48  (feet)  COMP
 EG1458  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 EG1458
 EG1458  VERT ORDER  -  FIRST     CLASS II
 EG1458
 EG1458.The horizontal coordinates were scaled from a topographic map and have
 EG1458.an estimated accuracy of +/- 6 seconds.
 EG1458
 EG1458.The orthometric height was determined by differential leveling
 EG1458.and adjusted in June 1991.
 EG1458
 EG1458.The geoid height was determined by GEOID03.
 EG1458
 EG1458.The dynamic height is computed by dividing the NAVD 88
 EG1458.geopotential number by the normal gravity value computed on the
 EG1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1458.degrees latitude (g = 980.6199 gals.).
 EG1458
 EG1458.The modeled gravity was interpolated from observed gravity values.
 EG1458
 EG1458;                    North         East    Units  Estimated Accuracy
 EG1458;SPC MS E     -   507,310.      338,410.      MT  (+/- 180 meters Scaled)
 EG1458
 EG1458                          SUPERSEDED SURVEY CONTROL
 EG1458
 EG1458  NGVD 29 (??/??/92)   71.781  (m)          235.50   (f) ADJ UNCH    1 2
 EG1458
 EG1458.Superseded values are not recommended for survey control.
 EG1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1458.See file dsdata.txt to determine how the superseded data were derived.
 EG1458
 EG1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC692713(NAD 83)
 EG1458_MARKER: DD = SURVEY DISK
 EG1458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1458_SP_SET: ALUMINUM ALLOY ROD
 EG1458_STAMPING: 46 525 1984
 EG1458_MARK LOGO: USE   
 EG1458_PROJECTION: FLUSH
 EG1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1458_ROD/PIPE-DEPTH: 11.0 meters
 EG1458
 EG1458  HISTORY     - Date     Condition        Report By
 EG1458  HISTORY     - 1984     MONUMENTED       USE
 EG1458  HISTORY     - 1985     GOOD             NGS
 EG1458
 EG1458                          STATION DESCRIPTION
 EG1458
 EG1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1458'18.9 KM (11.75 MI) NORT FROM AMORY.
 EG1458'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1458'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 15.3 KM (9.5 MI) NORTH
 EG1458'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE
 EG1458'WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY THREE LARGE WOODEN
 EG1458'POST, 47.24 METERS (155.0 FT) NORTHWEST OF THE CENTER OF THE
 EG1458'GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1458'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 EG1458'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1457 ***********************************************************************
 EG1457  DESIGNATION -  46 527 USE
 EG1457  PID         -  EG1457
 EG1457  STATE/COUNTY-  MS/MONROE
 EG1457  USGS QUAD   -  SMITHVILLE (1992)
 EG1457
 EG1457                         *CURRENT SURVEY CONTROL
 EG1457  ___________________________________________________________________
 EG1457* NAD 83(1986)-  34 04 34.     (N)    088 24 54.     (W)     SCALED    
 EG1457* NAVD 88     -        71.853  (meters)     235.74   (feet)  ADJUSTED  
 EG1457  ___________________________________________________________________
 EG1457  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1457  DYNAMIC HT  -          71.780 (meters)     235.50  (feet)  COMP
 EG1457  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 EG1457
 EG1457  VERT ORDER  -  FIRST     CLASS II
 EG1457
 EG1457.The horizontal coordinates were scaled from a topographic map and have
 EG1457.an estimated accuracy of +/- 6 seconds.
 EG1457
 EG1457.The orthometric height was determined by differential leveling
 EG1457.and adjusted in June 1991.
 EG1457
 EG1457.The geoid height was determined by GEOID03.
 EG1457
 EG1457.The dynamic height is computed by dividing the NAVD 88
 EG1457.geopotential number by the normal gravity value computed on the
 EG1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1457.degrees latitude (g = 980.6199 gals.).
 EG1457
 EG1457.The modeled gravity was interpolated from observed gravity values.
 EG1457
 EG1457;                    North         East    Units  Estimated Accuracy
 EG1457;SPC MS E     -   507,470.      338,610.      MT  (+/- 180 meters Scaled)
 EG1457
 EG1457                          SUPERSEDED SURVEY CONTROL
 EG1457
 EG1457  NGVD 29 (??/??/92)   71.786  (m)          235.52   (f) ADJ UNCH    1 2
 EG1457
 EG1457.Superseded values are not recommended for survey control.
 EG1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1457.See file dsdata.txt to determine how the superseded data were derived.
 EG1457
 EG1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC694714(NAD 83)
 EG1457_MARKER: DD = SURVEY DISK
 EG1457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1457_SP_SET: ALUMINUM ALLOY ROD
 EG1457_STAMPING: 46 527 1984
 EG1457_MARK LOGO: USE   
 EG1457_PROJECTION: FLUSH
 EG1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1457_ROD/PIPE-DEPTH: 9.1  meters
 EG1457
 EG1457  HISTORY     - Date     Condition        Report By
 EG1457  HISTORY     - 1984     MONUMENTED       USE
 EG1457  HISTORY     - 1985     GOOD             NGS
 EG1457
 EG1457                          STATION DESCRIPTION
 EG1457
 EG1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1457'19.2 KM (11.95 MI) NORT FROM AMORY.
 EG1457'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1457'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 15.5 KM (9.65 MI) NORTH
 EG1457'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE
 EG1457'TENNESSEE-TOMBIGBEE WATERWAY TO THE MARK ON THE LEFT, PROTECTED BY
 EG1457'THREE LARGE WOODEN POST, 42.82 METERS (140.5 FT) NORTHWEST OF THE
 EG1457'CENTER OF THE GRAVEL ROAD ON TOP THE LEVEE, 4.57 METERS (15.0 FT)
 EG1457'NORTHEAST OF THE CENTER OF AN ABANDONED GRAVEL ROAD LEADING NORTHWEST
 EG1457'FROM THE BASE OF THE LEVEE.
 EG1457'THE MARK IS 4.0 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0182 ***********************************************************************
 EH0182  DESIGNATION -  46/47
 EH0182  PID         -  EH0182
 EH0182  STATE/COUNTY-  MS/TUNICA
 EH0182  USGS QUAD   -  DUNDEE (1982)
 EH0182
 EH0182                         *CURRENT SURVEY CONTROL
 EH0182  ___________________________________________________________________
 EH0182* NAD 83(1986)-  34 36 02.     (N)    090 29 05.     (W)     SCALED    
 EH0182* NAVD 88     -        57.226  (meters)     187.75   (feet)  ADJUSTED  
 EH0182  ___________________________________________________________________
 EH0182  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0182  DYNAMIC HT  -          57.171 (meters)     187.57  (feet)  COMP
 EH0182  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 EH0182
 EH0182  VERT ORDER  -  SECOND    CLASS 0
 EH0182
 EH0182.The horizontal coordinates were scaled from a topographic map and have
 EH0182.an estimated accuracy of +/- 6 seconds.
 EH0182
 EH0182.The orthometric height was determined by differential leveling
 EH0182.and adjusted in June 1991.
 EH0182
 EH0182.The geoid height was determined by GEOID03.
 EH0182
 EH0182.The dynamic height is computed by dividing the NAVD 88
 EH0182.geopotential number by the normal gravity value computed on the
 EH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0182.degrees latitude (g = 980.6199 gals.).
 EH0182
 EH0182.The modeled gravity was interpolated from observed gravity values.
 EH0182
 EH0182;                    North         East    Units  Estimated Accuracy
 EH0182;SPC MS W     -   565,570.      686,110.      MT  (+/- 180 meters Scaled)
 EH0182
 EH0182                          SUPERSEDED SURVEY CONTROL
 EH0182
 EH0182  NGVD 29 (??/??/??)   57.356  (m)          188.18   (f) ADJUSTED    2 0
 EH0182
 EH0182.Superseded values are not recommended for survey control.
 EH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0182.See file dsdata.txt to determine how the superseded data were derived.
 EH0182
 EH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU306316(NAD 83)
 EH0182_MARKER: P = PIPE CAP
 EH0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0182
 EH0182  HISTORY     - Date     Condition        Report By
 EH0182  HISTORY     - UNK      MONUMENTED       DOD
 EH0182  HISTORY     - 1932     GOOD             CGS
 EH0182  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EH0182
 EH0182                          STATION DESCRIPTION
 EH0182
 EH0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH0182'3.75 MI SW FROM AUSTIN.
 EH0182'LOCATED BETWEEN TWO WOODEN POSTS ABOUT 150 FEET BACK OF THE
 EH0182'MISSISSIPPI RIVER LEVEE AT MILE POST 46/47.  NOTE-- THE LEVEE HAS BEEN
 EH0182'REBUILT.
 EH0182
 EH0182                          STATION RECOVERY (1966)
 EH0182
 EH0182'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1443 ***********************************************************************
 EG1443  DESIGNATION -  47 503 USE
 EG1443  PID         -  EG1443
 EG1443  STATE/COUNTY-  MS/ITAWAMBA
 EG1443  USGS QUAD   -  FULTON (1992)
 EG1443
 EG1443                         *CURRENT SURVEY CONTROL
 EG1443  ___________________________________________________________________
 EG1443* NAD 83(1986)-  34 15 36.     (N)    088 25 37.     (W)     SCALED    
 EG1443* NAVD 88     -        77.947  (meters)     255.73   (feet)  ADJUSTED  
 EG1443  ___________________________________________________________________
 EG1443  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1443  DYNAMIC HT  -          77.868 (meters)     255.47  (feet)  COMP
 EG1443  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 EG1443
 EG1443  VERT ORDER  -  FIRST     CLASS II
 EG1443
 EG1443.The horizontal coordinates were scaled from a topographic map and have
 EG1443.an estimated accuracy of +/- 6 seconds.
 EG1443
 EG1443.The orthometric height was determined by differential leveling
 EG1443.and adjusted in June 1991.
 EG1443
 EG1443.The geoid height was determined by GEOID03.
 EG1443
 EG1443.The dynamic height is computed by dividing the NAVD 88
 EG1443.geopotential number by the normal gravity value computed on the
 EG1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1443.degrees latitude (g = 980.6199 gals.).
 EG1443
 EG1443.The modeled gravity was interpolated from observed gravity values.
 EG1443
 EG1443;                    North         East    Units  Estimated Accuracy
 EG1443;SPC MS E     -   527,860.      337,430.      MT  (+/- 180 meters Scaled)
 EG1443
 EG1443                          SUPERSEDED SURVEY CONTROL
 EG1443
 EG1443  NGVD 29 (??/??/92)   77.879  (m)          255.51   (f) ADJ UNCH    1 2
 EG1443
 EG1443.Superseded values are not recommended for survey control.
 EG1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1443.See file dsdata.txt to determine how the superseded data were derived.
 EG1443
 EG1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC686919(NAD 83)
 EG1443_MARKER: DD = SURVEY DISK
 EG1443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1443_SP_SET: ALUMINUM ALLOY ROD
 EG1443_STAMPING: 47 503 1980
 EG1443_MARK LOGO: USE   
 EG1443_PROJECTION: RECESSED 2 CENTIMETERS
 EG1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1443_ROD/PIPE-DEPTH: 8.2  meters
 EG1443
 EG1443  HISTORY     - Date     Condition        Report By
 EG1443  HISTORY     - 1980     MONUMENTED       USE
 EG1443  HISTORY     - 1985     GOOD             NGS
 EG1443
 EG1443                          STATION DESCRIPTION
 EG1443
 EG1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1443'35.6 KM (22.1 MI) SSW FROM BAY SPRINGS.
 EG1443'35.6 KM (22.1 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1443'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1443'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, NEAR THE WOODS EDGE
 EG1443'AT THE BASE OF THE WEST BANK OF THE LEVEE, 0.3 KM (0.2 MI) NORTH OF
 EG1443'THE OPERATION HOUSE AT LOCK C, 1.4 KM (0.85 MI) SOUTH OF THE JUNCTION
 EG1443'OF OLD U.S. HIGHWAY 78, 57.91 METERS (190.0 FT) WEST OF THE CENTER OF
 EG1443'THE LEVEE ROAD, 6.70 METERS (22.0 FT) WEST OF THE EDGE OF THE WOODS.
 EG1443'THE MARK IS 0.80 METERS  E FROM  A WITNESS POST
 EG1443'THE MARK IS 6.1 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1442 ***********************************************************************
 EG1442  DESIGNATION -  47 504 USE
 EG1442  PID         -  EG1442
 EG1442  STATE/COUNTY-  MS/ITAWAMBA
 EG1442  USGS QUAD   -  FULTON (1992)
 EG1442
 EG1442                         *CURRENT SURVEY CONTROL
 EG1442  ___________________________________________________________________
 EG1442* NAD 83(1986)-  34 15 43.     (N)    088 25 37.     (W)     SCALED    
 EG1442* NAVD 88     -        78.169  (meters)     256.46   (feet)  ADJUSTED  
 EG1442  ___________________________________________________________________
 EG1442  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1442  DYNAMIC HT  -          78.090 (meters)     256.20  (feet)  COMP
 EG1442  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 EG1442
 EG1442  VERT ORDER  -  FIRST     CLASS II
 EG1442
 EG1442.The horizontal coordinates were scaled from a topographic map and have
 EG1442.an estimated accuracy of +/- 6 seconds.
 EG1442
 EG1442.The orthometric height was determined by differential leveling
 EG1442.and adjusted in June 1991.
 EG1442
 EG1442.The geoid height was determined by GEOID03.
 EG1442
 EG1442.The dynamic height is computed by dividing the NAVD 88
 EG1442.geopotential number by the normal gravity value computed on the
 EG1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1442.degrees latitude (g = 980.6199 gals.).
 EG1442
 EG1442.The modeled gravity was interpolated from observed gravity values.
 EG1442
 EG1442;                    North         East    Units  Estimated Accuracy
 EG1442;SPC MS E     -   528,080.      337,430.      MT  (+/- 180 meters Scaled)
 EG1442
 EG1442                          SUPERSEDED SURVEY CONTROL
 EG1442
 EG1442  NGVD 29 (??/??/92)   78.101  (m)          256.24   (f) ADJ UNCH    1 2
 EG1442
 EG1442.Superseded values are not recommended for survey control.
 EG1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1442.See file dsdata.txt to determine how the superseded data were derived.
 EG1442
 EG1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC686921(NAD 83)
 EG1442_MARKER: DD = SURVEY DISK
 EG1442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1442_SP_SET: ALUMINUM ALLOY ROD
 EG1442_STAMPING: 47 504 1980
 EG1442_MARK LOGO: USE   
 EG1442_PROJECTION: FLUSH
 EG1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1442_ROD/PIPE-DEPTH: 8.2  meters
 EG1442
 EG1442  HISTORY     - Date     Condition        Report By
 EG1442  HISTORY     - 1980     MONUMENTED       USE
 EG1442  HISTORY     - 1985     GOOD             NGS
 EG1442
 EG1442                          STATION DESCRIPTION
 EG1442
 EG1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1442'33.9 KM (21.05 MI) SSW FROM BAY SPRINGS.
 EG1442'33.9 KM (21.05 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE
 EG1442'WEST BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1442'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 1.2 KM (0.75 MI)
 EG1442'SOUTH OF THE JUNCTION OF OLD U.S. HIGHWAY 78, 0.5 KM (0.3 MI) NORTH OF
 EG1442'THE OPERATION HOUSE AT LOCK C, AND NEAR THE WOODS EDGE AT THE BASE OF
 EG1442'THE WEST BANK OF THE LEVEE, 50.0 METERS (164 FT) WEST OF THE CENTER OF
 EG1442'THE LEVEE ROAD, 12.19 METERS (40.0 FT) WEST OF THE WOODS EDGE.
 EG1442'THE MARK IS 0.80 METERS  E FROM  A WITNESS POST
 EG1442'THE MARK IS 6.1 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1441 ***********************************************************************
 EG1441  DESIGNATION -  47 505 USE
 EG1441  PID         -  EG1441
 EG1441  STATE/COUNTY-  MS/ITAWAMBA
 EG1441  USGS QUAD   -  FULTON (1992)
 EG1441
 EG1441                         *CURRENT SURVEY CONTROL
 EG1441  ___________________________________________________________________
 EG1441* NAD 83(1986)-  34 15 49.     (N)    088 25 39.     (W)     SCALED    
 EG1441* NAVD 88     -        78.372  (meters)     257.13   (feet)  ADJUSTED  
 EG1441  ___________________________________________________________________
 EG1441  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1441  DYNAMIC HT  -          78.293 (meters)     256.87  (feet)  COMP
 EG1441  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 EG1441
 EG1441  VERT ORDER  -  FIRST     CLASS II
 EG1441
 EG1441.The horizontal coordinates were scaled from a topographic map and have
 EG1441.an estimated accuracy of +/- 6 seconds.
 EG1441
 EG1441.The orthometric height was determined by differential leveling
 EG1441.and adjusted in June 1991.
 EG1441
 EG1441.The geoid height was determined by GEOID03.
 EG1441
 EG1441.The dynamic height is computed by dividing the NAVD 88
 EG1441.geopotential number by the normal gravity value computed on the
 EG1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1441.degrees latitude (g = 980.6199 gals.).
 EG1441
 EG1441.The modeled gravity was interpolated from observed gravity values.
 EG1441
 EG1441;                    North         East    Units  Estimated Accuracy
 EG1441;SPC MS E     -   528,260.      337,380.      MT  (+/- 180 meters Scaled)
 EG1441
 EG1441                          SUPERSEDED SURVEY CONTROL
 EG1441
 EG1441  NGVD 29 (??/??/92)   78.304  (m)          256.90   (f) ADJ UNCH    1 2
 EG1441
 EG1441.Superseded values are not recommended for survey control.
 EG1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1441.See file dsdata.txt to determine how the superseded data were derived.
 EG1441
 EG1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC685923(NAD 83)
 EG1441_MARKER: DD = SURVEY DISK
 EG1441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1441_SP_SET: ALUMINUM ALLOY ROD
 EG1441_STAMPING: 47 505 1980
 EG1441_MARK LOGO: USE   
 EG1441_PROJECTION: FLUSH
 EG1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1441_ROD/PIPE-DEPTH: 8.2  meters
 EG1441
 EG1441  HISTORY     - Date     Condition        Report By
 EG1441  HISTORY     - 1980     MONUMENTED       USE
 EG1441  HISTORY     - 1985     GOOD             NGS
 EG1441
 EG1441                          STATION DESCRIPTION
 EG1441
 EG1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1441'33.7 KM (20.95 MI) SSW FROM BAY SPRINGS.
 EG1441'33.7 KM (20.95 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE
 EG1441'WEST BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1441'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, NEAR THE WOODS EDGE
 EG1441'AT THE BASE OF THE WEST BANK OF THE LEVEE, 1.1 KM (0.65 MI) SOUTH OF
 EG1441'THE JUNCTION OF OLD U.S. HIGHWAY 78, 0.6 KM (0.4 MI) NORTH OF THE
 EG1441'OPERATION HOUSE AT LOCK C, 59.43 METERS (195.0 FT) WEST OF THE CENTER
 EG1441'OF THE LEVEE ROAD.
 EG1441'THE MARK IS 0.80 METERS  E FROM  A WITNESS POST
 EG1441'THE MARK IS 6.1 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1440 ***********************************************************************
 EG1440  DESIGNATION -  47 506 USE
 EG1440  PID         -  EG1440
 EG1440  STATE/COUNTY-  MS/ITAWAMBA
 EG1440  USGS QUAD   -  FULTON (1992)
 EG1440
 EG1440                         *CURRENT SURVEY CONTROL
 EG1440  ___________________________________________________________________
 EG1440* NAD 83(1986)-  34 16 18.     (N)    088 25 42.     (W)     SCALED    
 EG1440* NAVD 88     -        78.541  (meters)     257.68   (feet)  ADJUSTED  
 EG1440  ___________________________________________________________________
 EG1440  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1440  DYNAMIC HT  -          78.463 (meters)     257.42  (feet)  COMP
 EG1440  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EG1440
 EG1440  VERT ORDER  -  FIRST     CLASS II
 EG1440
 EG1440.The horizontal coordinates were scaled from a topographic map and have
 EG1440.an estimated accuracy of +/- 6 seconds.
 EG1440
 EG1440.The orthometric height was determined by differential leveling
 EG1440.and adjusted in June 1991.
 EG1440
 EG1440.The geoid height was determined by GEOID03.
 EG1440
 EG1440.The dynamic height is computed by dividing the NAVD 88
 EG1440.geopotential number by the normal gravity value computed on the
 EG1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1440.degrees latitude (g = 980.6199 gals.).
 EG1440
 EG1440.The modeled gravity was interpolated from observed gravity values.
 EG1440
 EG1440;                    North         East    Units  Estimated Accuracy
 EG1440;SPC MS E     -   529,160.      337,300.      MT  (+/- 180 meters Scaled)
 EG1440
 EG1440                          SUPERSEDED SURVEY CONTROL
 EG1440
 EG1440  NGVD 29 (??/??/92)   78.473  (m)          257.46   (f) ADJ UNCH    1 2
 EG1440
 EG1440.Superseded values are not recommended for survey control.
 EG1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1440.See file dsdata.txt to determine how the superseded data were derived.
 EG1440
 EG1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC685932(NAD 83)
 EG1440_MARKER: DD = SURVEY DISK
 EG1440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1440_SP_SET: ALUMINUM ALLOY ROD
 EG1440_STAMPING: 47 506 1983
 EG1440_MARK LOGO: USE   
 EG1440_PROJECTION: FLUSH
 EG1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1440_ROD/PIPE-DEPTH: 8.2  meters
 EG1440
 EG1440  HISTORY     - Date     Condition        Report By
 EG1440  HISTORY     - 1983     MONUMENTED       USE
 EG1440  HISTORY     - 1985     GOOD             NGS
 EG1440
 EG1440                          STATION DESCRIPTION
 EG1440
 EG1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1440'32.8 KM (20.4 MI) SSW FROM BAY SPRINGS.
 EG1440'32.8 KM (20.4 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1440'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1440'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 0.08 KM (0.05 MI)
 EG1440'SOUTH OF THE JUNCTION OF OLD U.S. HIGHWAY 78, 1.6 KM (1.0 MI) NORTH OF
 EG1440'OPERATION HOUSE AT LOCK C, AND NEAR THE WOODS EDGE AT THE BASE OF THE
 EG1440'WEST BANK OF THE LEVEE, 50.90 METERS (167.0 FT) WEST OF THE CENTER OF
 EG1440'THE LEVEE ROAD.
 EG1440'THE MARK IS 0.80 METERS  E FROM  A WITNESS POST
 EG1440'THE MARK IS 6.1 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0076 ***********************************************************************
 EG0076  DESIGNATION -  477
 EG0076  PID         -  EG0076
 EG0076  STATE/COUNTY-  MS/TISHOMINGO
 EG0076  USGS QUAD   -  YELLOW CREEK (1986)
 EG0076
 EG0076                         *CURRENT SURVEY CONTROL
 EG0076  ___________________________________________________________________
 EG0076* NAD 83(1986)-  34 52 42.     (N)    088 07 30.     (W)     SCALED    
 EG0076* NAVD 88     -       145.442  (meters)     477.17   (feet)  ADJUSTED  
 EG0076  ___________________________________________________________________
 EG0076  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0076  DYNAMIC HT  -         145.306 (meters)     476.72  (feet)  COMP
 EG0076  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 EG0076
 EG0076  VERT ORDER  -  FIRST     CLASS II
 EG0076
 EG0076.The horizontal coordinates were scaled from a topographic map and have
 EG0076.an estimated accuracy of +/- 6 seconds.
 EG0076
 EG0076.The orthometric height was determined by differential leveling
 EG0076.and adjusted in June 1991.
 EG0076
 EG0076.The geoid height was determined by GEOID03.
 EG0076
 EG0076.The dynamic height is computed by dividing the NAVD 88
 EG0076.geopotential number by the normal gravity value computed on the
 EG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0076.degrees latitude (g = 980.6199 gals.).
 EG0076
 EG0076.The modeled gravity was interpolated from observed gravity values.
 EG0076
 EG0076;                    North         East    Units  Estimated Accuracy
 EG0076;SPC MS E     -   596,610.      364,760.      MT  (+/- 180 meters Scaled)
 EG0076
 EG0076                          SUPERSEDED SURVEY CONTROL
 EG0076
 EG0076  NGVD 29 (??/??/92)  145.450  (m)          477.20   (f) ADJ UNCH    1 2
 EG0076
 EG0076.Superseded values are not recommended for survey control.
 EG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0076.See file dsdata.txt to determine how the superseded data were derived.
 EG0076
 EG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD971601(NAD 83)
 EG0076_MARKER: P = PIPE CAP
 EG0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EG0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EG0076_STAMPING: 477
 EG0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0076
 EG0076  HISTORY     - Date     Condition        Report By
 EG0076  HISTORY     - UNK      MONUMENTED       USGS
 EG0076  HISTORY     - 1962     GOOD             MSHD
 EG0076
 EG0076                          STATION DESCRIPTION
 EG0076
 EG0076'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0076'7.1 MI NE FROM IUKA.
 EG0076'7.1 MILES NORTHEAST OF IUKA, TISHOMINGO COUNTY, 1.6 MILES SOUTHWEST
 EG0076'ALONG THE ROAD TO IUKA FROM EASTPORT LANDING, AT THE JUNCTION OF A
 EG0076'ROAD LEADING NORTH, AT THE C. A. HILL RESIDENCE, IN THE NORTHEAST
 EG0076'CORNER OF THE YARD, AND 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A
 EG0076'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 477 AND RIVITED
 EG0076'ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1113 ***********************************************************************
 BW1113  DESIGNATION -  48
 BW1113  PID         -  BW1113
 BW1113  STATE/COUNTY-  MS/WILKINSON
 BW1113  USGS QUAD   -  CROSBY (1988)
 BW1113
 BW1113                         *CURRENT SURVEY CONTROL
 BW1113  ___________________________________________________________________
 BW1113* NAD 83(1986)-  31 18 55.     (N)    091 06 01.     (W)     SCALED    
 BW1113* NAVD 88     -        42.46   (+/-2cm)     139.3    (feet)  VERTCON   
 BW1113  ___________________________________________________________________
 BW1113  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BW1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1113
 BW1113.The horizontal coordinates were scaled from a topographic map and have
 BW1113.an estimated accuracy of +/- 6 seconds.
 BW1113
 BW1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1113.The vertical order pertains to the NGVD 29 superseded value.
 BW1113
 BW1113.The geoid height was determined by GEOID03.
 BW1113
 BW1113;                    North         East    Units  Estimated Accuracy
 BW1113;SPC MS W     -   201,480.      627,000.      MT  (+/- 180 meters Scaled)
 BW1113
 BW1113                          SUPERSEDED SURVEY CONTROL
 BW1113
 BW1113  NGVD 29 (??/??/92)   42.458  (m)          139.30   (f) ADJ UNCH    2 0
 BW1113
 BW1113.Superseded values are not recommended for survey control.
 BW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1113.See file dsdata.txt to determine how the superseded data were derived.
 BW1113
 BW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ807661(NAD 83)
 BW1113_MARKER: DD = SURVEY DISK
 BW1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1113_STAMPING: 48 1934
 BW1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1113+STABILITY: SURFACE MOTION
 BW1113
 BW1113  HISTORY     - Date     Condition        Report By
 BW1113  HISTORY     - 1934     MONUMENTED       USFS
 BW1113  HISTORY     - 1970     MARK NOT FOUND   MSHD
 BW1113
 BW1113                          STATION DESCRIPTION
 BW1113
 BW1113'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW1113'3.6 MI N FROM CROSBY.
 BW1113'THE MARK IS LOCATED ABOUT 3.6 MILES NORTH ALONG THE ICRR FROM THE
 BW1113'STATION IN CROSBY, ABOUT 1320 FEET NORTH OF THE STATION AT ROSETTE,
 BW1113'ABOUT 271 FEET NORTH OF A SWITCH STAND AT THE NORTH END OF ROSETTE
 BW1113'YARDS AND 9 FEET WEST OF THE CENTER LINE OF THE TRACK.  IT IS A U.S.
 BW1113'FOREST SERVICE STANDARD DISK, STAMPED 48 1934, SET IN THE TOP OF A
 BW1113'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1433 ***********************************************************************
 EG1433  DESIGNATION -  48 508 USE
 EG1433  PID         -  EG1433
 EG1433  STATE/COUNTY-  MS/ITAWAMBA
 EG1433  USGS QUAD   -  FULTON (1992)
 EG1433
 EG1433                         *CURRENT SURVEY CONTROL
 EG1433  ___________________________________________________________________
 EG1433* NAD 83(1986)-  34 22 16.     (N)    088 24 39.     (W)     SCALED    
 EG1433* NAVD 88     -        93.897  (meters)     308.06   (feet)  ADJUSTED  
 EG1433  ___________________________________________________________________
 EG1433  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1433  DYNAMIC HT  -          93.804 (meters)     307.76  (feet)  COMP
 EG1433  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EG1433
 EG1433  VERT ORDER  -  FIRST     CLASS II
 EG1433
 EG1433.The horizontal coordinates were scaled from a topographic map and have
 EG1433.an estimated accuracy of +/- 6 seconds.
 EG1433
 EG1433.The orthometric height was determined by differential leveling
 EG1433.and adjusted in June 1991.
 EG1433
 EG1433.The geoid height was determined by GEOID03.
 EG1433
 EG1433.The dynamic height is computed by dividing the NAVD 88
 EG1433.geopotential number by the normal gravity value computed on the
 EG1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1433.degrees latitude (g = 980.6199 gals.).
 EG1433
 EG1433.The modeled gravity was interpolated from observed gravity values.
 EG1433
 EG1433;                    North         East    Units  Estimated Accuracy
 EG1433;SPC MS E     -   540,190.      338,860.      MT  (+/- 180 meters Scaled)
 EG1433
 EG1433                          SUPERSEDED SURVEY CONTROL
 EG1433
 EG1433  NGVD 29 (??/??/92)   93.830  (m)          307.84   (f) ADJ UNCH    1 2
 EG1433
 EG1433.Superseded values are not recommended for survey control.
 EG1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1433.See file dsdata.txt to determine how the superseded data were derived.
 EG1433
 EG1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD702042(NAD 83)
 EG1433_MARKER: DD = SURVEY DISK
 EG1433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1433_SP_SET: ALUMINUM ALLOY ROD
 EG1433_STAMPING: 48 508 1984
 EG1433_MARK LOGO: USE   
 EG1433_PROJECTION: PROJECTING 15 CENTIMETERS
 EG1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1433_ROD/PIPE-DEPTH: 9.1  meters
 EG1433
 EG1433  HISTORY     - Date     Condition        Report By
 EG1433  HISTORY     - 1984     MONUMENTED       USE
 EG1433  HISTORY     - 1985     GOOD             NGS
 EG1433
 EG1433                          STATION DESCRIPTION
 EG1433
 EG1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1433'21.8 KM (13.55 MI) SSW FROM BAY SPRINGS.
 EG1433'21.8 KM (13.55 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE
 EG1433'WEST BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1433'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI)
 EG1433'NORTH OF THE OPERATION HOUSE AT LOCK D, 4.57 METERS (15.0 FT) WEST OF
 EG1433'THE CENTER OF THE LEVEE ROAD.
 EG1433'THE MARK IS 0.80 METERS  E FROM  A WITNESS POST
 EG1433'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1432 ***********************************************************************
 EG1432  DESIGNATION -  48 509 USE
 EG1432  PID         -  EG1432
 EG1432  STATE/COUNTY-  MS/ITAWAMBA
 EG1432  USGS QUAD   -  KIRKVILLE (1992)
 EG1432
 EG1432                         *CURRENT SURVEY CONTROL
 EG1432  ___________________________________________________________________
 EG1432* NAD 83(1986)-  34 22 35.     (N)    088 24 18.     (W)     SCALED    
 EG1432* NAVD 88     -        93.516  (meters)     306.81   (feet)  ADJUSTED  
 EG1432  ___________________________________________________________________
 EG1432  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG1432  DYNAMIC HT  -          93.424 (meters)     306.51  (feet)  COMP
 EG1432  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EG1432
 EG1432  VERT ORDER  -  FIRST     CLASS II
 EG1432
 EG1432.The horizontal coordinates were scaled from a topographic map and have
 EG1432.an estimated accuracy of +/- 6 seconds.
 EG1432
 EG1432.The orthometric height was determined by differential leveling
 EG1432.and adjusted in June 1991.
 EG1432
 EG1432.The geoid height was determined by GEOID03.
 EG1432
 EG1432.The dynamic height is computed by dividing the NAVD 88
 EG1432.geopotential number by the normal gravity value computed on the
 EG1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1432.degrees latitude (g = 980.6199 gals.).
 EG1432
 EG1432.The modeled gravity was interpolated from observed gravity values.
 EG1432
 EG1432;                    North         East    Units  Estimated Accuracy
 EG1432;SPC MS E     -   540,780.      339,390.      MT  (+/- 180 meters Scaled)
 EG1432
 EG1432                          SUPERSEDED SURVEY CONTROL
 EG1432
 EG1432  NGVD 29 (??/??/92)   93.449  (m)          306.59   (f) ADJ UNCH    1 2
 EG1432
 EG1432.Superseded values are not recommended for survey control.
 EG1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1432.See file dsdata.txt to determine how the superseded data were derived.
 EG1432
 EG1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD708047(NAD 83)
 EG1432_MARKER: DD = SURVEY DISK
 EG1432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1432_SP_SET: ALUMINUM ALLOY ROD
 EG1432_STAMPING: 48 509 1984
 EG1432_MARK LOGO: USE   
 EG1432_PROJECTION: PROJECTING 15 CENTIMETERS
 EG1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1432_ROD/PIPE-DEPTH: 7.0  meters
 EG1432
 EG1432  HISTORY     - Date     Condition        Report By
 EG1432  HISTORY     - 1984     MONUMENTED       USE
 EG1432  HISTORY     - 1985     GOOD             NGS
 EG1432
 EG1432                          STATION DESCRIPTION
 EG1432
 EG1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1432'21.1 KM (13.1 MI) SSW FROM BAY SPRINGS.
 EG1432'21.1 KM (13.1 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1432'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1432'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 1.0 KM (0.6 MI)
 EG1432'NORTH OF THE OPERATION HOUSE AT LOCK D, 39.62 METERS (130.0 FT) WEST
 EG1432'OF THE CENTER OF THE LEVEE ROAD, 15.84 METERS (52.0 FT) WEST-SOUTHWEST
 EG1432'OF A 24-INCH OAK TREE WITH A PAINTED YELLOW TRIANGLE AND A U.S.E.
 EG1432'WITNESS SIGN NAILED TO IT.
 EG1432'THE MARK IS 0.80 METERS  E FROM  A WITNESS POST
 EG1432'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1430 ***********************************************************************
 EG1430  DESIGNATION -  48 510 USE
 EG1430  PID         -  EG1430
 EG1430  STATE/COUNTY-  MS/ITAWAMBA
 EG1430  USGS QUAD   -  KIRKVILLE (1992)
 EG1430
 EG1430                         *CURRENT SURVEY CONTROL
 EG1430  ___________________________________________________________________
 EG1430* NAD 83(1986)-  34 22 57.     (N)    088 24 18.     (W)     SCALED    
 EG1430* NAVD 88     -        93.839  (meters)     307.87   (feet)  ADJUSTED  
 EG1430  ___________________________________________________________________
 EG1430  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG1430  DYNAMIC HT  -          93.747 (meters)     307.57  (feet)  COMP
 EG1430  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EG1430
 EG1430  VERT ORDER  -  FIRST     CLASS II
 EG1430
 EG1430.The horizontal coordinates were scaled from a topographic map and have
 EG1430.an estimated accuracy of +/- 6 seconds.
 EG1430
 EG1430.The orthometric height was determined by differential leveling
 EG1430.and adjusted in June 1991.
 EG1430
 EG1430.The geoid height was determined by GEOID03.
 EG1430
 EG1430.The dynamic height is computed by dividing the NAVD 88
 EG1430.geopotential number by the normal gravity value computed on the
 EG1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1430.degrees latitude (g = 980.6199 gals.).
 EG1430
 EG1430.The modeled gravity was interpolated from observed gravity values.
 EG1430
 EG1430;                    North         East    Units  Estimated Accuracy
 EG1430;SPC MS E     -   541,460.      339,390.      MT  (+/- 180 meters Scaled)
 EG1430
 EG1430                          SUPERSEDED SURVEY CONTROL
 EG1430
 EG1430  NGVD 29 (??/??/92)   93.772  (m)          307.65   (f) ADJ UNCH    1 2
 EG1430
 EG1430.Superseded values are not recommended for survey control.
 EG1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1430.See file dsdata.txt to determine how the superseded data were derived.
 EG1430
 EG1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD708054(NAD 83)
 EG1430_MARKER: DD = SURVEY DISK
 EG1430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1430_SP_SET: ALUMINUM ALLOY ROD
 EG1430_STAMPING: 48 510 1984
 EG1430_MARK LOGO: USE   
 EG1430_PROJECTION: PROJECTING 15 CENTIMETERS
 EG1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1430_ROD/PIPE-DEPTH: 18.0 meters
 EG1430
 EG1430  HISTORY     - Date     Condition        Report By
 EG1430  HISTORY     - 1984     MONUMENTED       USE
 EG1430  HISTORY     - 1985     GOOD             NGS
 EG1430
 EG1430                          STATION DESCRIPTION
 EG1430
 EG1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1430'20.3 KM (12.6 MI) SSW FROM BAY SPRINGS.
 EG1430'20.3 KM (12.6 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1430'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1430'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 1.7 KM (1.1 MI)
 EG1430'NORTH OF THE OPERATION HOUSE AT LOCK D, 6.8 METERS (22.5 FT) WEST OF
 EG1430'THE CENTER OF THE LEVEE ROAD.
 EG1430'THE MARK IS 0.76 METERS  E FROM  A WITNESS POST
 EG1430'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0830 ***********************************************************************
 DJ0830  DESIGNATION -  48 FJH USGS
 DJ0830  PID         -  DJ0830
 DJ0830  STATE/COUNTY-  MS/LOWNDES
 DJ0830  USGS QUAD   -  ARTESIA (1987)
 DJ0830
 DJ0830                         *CURRENT SURVEY CONTROL
 DJ0830  ___________________________________________________________________
 DJ0830* NAD 83(1986)-  33 28 38.     (N)    088 43 02.     (W)     SCALED    
 DJ0830* NAVD 88     -        84.561  (meters)     277.43   (feet)  ADJUSTED  
 DJ0830  ___________________________________________________________________
 DJ0830  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0830  DYNAMIC HT  -          84.470 (meters)     277.13  (feet)  COMP
 DJ0830  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DJ0830
 DJ0830  VERT ORDER  -  SECOND    CLASS 0
 DJ0830
 DJ0830.The horizontal coordinates were scaled from a topographic map and have
 DJ0830.an estimated accuracy of +/- 6 seconds.
 DJ0830
 DJ0830.The orthometric height was determined by differential leveling
 DJ0830.and adjusted in June 1991.
 DJ0830
 DJ0830.The geoid height was determined by GEOID03.
 DJ0830
 DJ0830.The dynamic height is computed by dividing the NAVD 88
 DJ0830.geopotential number by the normal gravity value computed on the
 DJ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0830.degrees latitude (g = 980.6199 gals.).
 DJ0830
 DJ0830.The modeled gravity was interpolated from observed gravity values.
 DJ0830
 DJ0830;                    North         East    Units  Estimated Accuracy
 DJ0830;SPC MS E     -   440,970.      310,790.      MT  (+/- 180 meters Scaled)
 DJ0830
 DJ0830                          SUPERSEDED SURVEY CONTROL
 DJ0830
 DJ0830  NGVD 29 (??/??/92)   84.527  (m)          277.32   (f) ADJ UNCH    2 0
 DJ0830
 DJ0830.Superseded values are not recommended for survey control.
 DJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0830.See file dsdata.txt to determine how the superseded data were derived.
 DJ0830
 DJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC404055(NAD 83)
 DJ0830_MARKER: DD = SURVEY DISK
 DJ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0830_STAMPING: 48 F J H 1958
 DJ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0830+STABILITY: SURFACE MOTION
 DJ0830
 DJ0830  HISTORY     - Date     Condition        Report By
 DJ0830  HISTORY     - 1958     MONUMENTED       USGS
 DJ0830  HISTORY     - 1965     GOOD             MSHD
 DJ0830  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0830
 DJ0830                          STATION DESCRIPTION
 DJ0830
 DJ0830'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0830'3.5 MI W FROM MAYHEW.
 DJ0830'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0830'HIGHWAY 45 W AT MAYHEW, GO WEST ON U. S. HIGHWAY 82 FOR 3.6 MILES TO
 DJ0830'THE MARK ON THE RIGHT.  THE MARK IS A U. S. GEOLOGICAL DISK SET IN THE
 DJ0830'TOP OF A 6-INCH SQUARE CONCRETE POST, 47 FEET NORTH OF THE CENTERLINE
 DJ0830'OF THE HIGHWAY, 106 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND A
 DJ0830'BLACK TOP ROAD LEADING SOUTH, 3 FEET SOUTH OF A FENCE, 51 FEET WEST OF
 DJ0830'A RIGHT-OF-WAY MARKER AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. THE
 DJ0830'MARK PROJECTS 6 INCHES.
 DJ0830
 DJ0830                          STATION RECOVERY (1983)
 DJ0830
 DJ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0830'MARK FOUND WITH TOP BROKEN OFF AT GROUND LEVEL, DISK LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1296 ***********************************************************************
 BV1296  DESIGNATION -  48 V 127
 BV1296  PID         -  BV1296
 BV1296  STATE/COUNTY-  MS/WAYNE
 BV1296  USGS QUAD   -  WAYNESBORO (1982)
 BV1296
 BV1296                         *CURRENT SURVEY CONTROL
 BV1296  ___________________________________________________________________
 BV1296* NAD 83(1986)-  31 41 46.     (N)    088 43 54.     (W)     SCALED    
 BV1296* NAVD 88     -       111.328  (meters)     365.25   (feet)  ADJUSTED  
 BV1296  ___________________________________________________________________
 BV1296  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV1296  DYNAMIC HT  -         111.196 (meters)     364.82  (feet)  COMP
 BV1296  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 BV1296
 BV1296  VERT ORDER  -  SECOND    CLASS II
 BV1296
 BV1296.The horizontal coordinates were scaled from a topographic map and have
 BV1296.an estimated accuracy of +/- 6 seconds.
 BV1296
 BV1296.The orthometric height was determined by differential leveling
 BV1296.and adjusted in May 1996.
 BV1296
 BV1296.The geoid height was determined by GEOID03.
 BV1296
 BV1296.The dynamic height is computed by dividing the NAVD 88
 BV1296.geopotential number by the normal gravity value computed on the
 BV1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1296.degrees latitude (g = 980.6199 gals.).
 BV1296
 BV1296.The modeled gravity was interpolated from observed gravity values.
 BV1296
 BV1296;                    North         East    Units  Estimated Accuracy
 BV1296;SPC MS E     -   243,460.      309,640.      MT  (+/- 180 meters Scaled)
 BV1296
 BV1296                          SUPERSEDED SURVEY CONTROL
 BV1296
 BV1296  NGVD 29 (??/??/92)  111.343  (m)          365.30   (f) ADJ UNCH    2 2
 BV1296
 BV1296.Superseded values are not recommended for survey control.
 BV1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1296.See file dsdata.txt to determine how the superseded data were derived.
 BV1296
 BV1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA358080(NAD 83)
 BV1296_MARKER: DD = SURVEY DISK
 BV1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1296_SP_SET: CONCRETE POST
 BV1296_STAMPING: BM 84 V 127 1974
 BV1296_MARK LOGO: MSHD  
 BV1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1296+STABILITY: SURFACE MOTION
 BV1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1296+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1296
 BV1296  HISTORY     - Date     Condition        Report By
 BV1296  HISTORY     - 1974     MONUMENTED       MSHD
 BV1296  HISTORY     - 19910806 GOOD             MSHD
 BV1296
 BV1296                          STATION DESCRIPTION
 BV1296
 BV1296'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1296'5.65 MI W FROM WAYNESBORO.
 BV1296'THE MARK IS LOCATED 5.75 MILES WEST OF WAYNESBORO BY A POWER POLE IN
 BV1296'A SMALL OPEN AREA ON THE PROPERTY OF AND ABOUT 150 YARD WEST OF MR.
 BV1296'J.W. DYKES HOUSE, 4.1 MILES EAST OF THE BEAT FOUR SCHOOL AT HTE
 BV1296'WHISTLER ABOUT 100 UARDS EAST OF A ROAD LEADING NORTH IN THE SW
 BV1296'QUARTER OF SECTION 31, T 9 N, R 7 W. IT IS 164.5 FEET NORTH OF THE
 BV1296'CENTER OF HIGHWAY 84, ABOUT 285 FEET EAST OF THE CENTER OF A GRAVELED
 BV1296'ROAD LEADING NORTH, 113 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 BV1296'69.5 FEET EAST OF A FENCE CORNER, 111 FEET SE OF ANOTHER FENCE
 BV1296'CORNER, 9 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A POWER POLE WITH
 BV1296'GUY WIRES, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12
 BV1296'INCH ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM
 BV1296'THE COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 5.15 MILES
 BV1296'TO A CROSSROAD. CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.45 MILE TO THE
 BV1296'MARK ON THE RIGHT JUST BEYOND A DRIVEWAY.
 BV1296
 BV1296                          STATION RECOVERY (1991)
 BV1296
 BV1296'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1296'THE MARK IS LOCATED ABOUT 5.75 MI (9.25 KM) WEST OF WAYNESBORO, IN A
 BV1296'SMALL OPEN AREA ON THE PROPERTY OF AND ABOUT 150 YDS WEST OF MRS.
 BV1296'J.W. DYKES HOUSE, 4.1 MI (6.6 KM) EAST OF THE BEAT FOUR SCHOOL AT
 BV1296'WHISTLER, ABOUT 100 YDS EAST OF A ROAD LEADING NORTH AND IS IN
 BV1296'SECTION 31, T 9N, R 7W.
 BV1296'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1296'HIGHWAY 84 FOR 5.15 MI (8.29 KM) TO A CROSSROAD, CONTINUE WEST ON
 BV1296'U.S. HIGHWAY 84 FOR 0.45 MI (0.72 KM) TO A CROSSOVER ON THE LEFT AND
 BV1296'THE MARK ON THE RIGHT.
 BV1296'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 BV1296'WITH THE GROUND, 285.0 FT (86.9 M) EAST OF THE CENTER OF A GRAVEL
 BV1296'ROAD, 164.5 FT (50.1 M) NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 BV1296'HIGHWAY 84, 113.0 FT (34.4 M) NORTH OF THE CENTER OF A GRAVEL ROAD,
 BV1296'111.0 FT (33.8 M) SOUTHEAST OF A FENCE CORNER, 69.5 FT (21.2 M) EAST
 BV1296'OF ANOTHER FENCE CORNER, 9.0 FT (2.7 M) NORTH OF A FENCE AND 1.0 FT
 BV1296'(0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0782 ***********************************************************************
 EH0782  DESIGNATION -  48/49 REF
 EH0782  PID         -  EH0782
 EH0782  STATE/COUNTY-  MS/TUNICA
 EH0782  USGS QUAD   -  HELENA (1982)
 EH0782
 EH0782                         *CURRENT SURVEY CONTROL
 EH0782  ___________________________________________________________________
 EH0782* NAD 83(1986)-  34 35 27.     (N)    090 31 00.     (W)     SCALED    
 EH0782* NAVD 88     -        56.390  (meters)     185.01   (feet)  ADJUSTED  
 EH0782  ___________________________________________________________________
 EH0782  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0782  DYNAMIC HT  -          56.336 (meters)     184.83  (feet)  COMP
 EH0782  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EH0782
 EH0782  VERT ORDER  -  FIRST     CLASS II
 EH0782
 EH0782.The horizontal coordinates were scaled from a topographic map and have
 EH0782.an estimated accuracy of +/- 6 seconds.
 EH0782
 EH0782.The orthometric height was determined by differential leveling
 EH0782.and adjusted in June 1991.
 EH0782
 EH0782.The geoid height was determined by GEOID03.
 EH0782
 EH0782.The dynamic height is computed by dividing the NAVD 88
 EH0782.geopotential number by the normal gravity value computed on the
 EH0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0782.degrees latitude (g = 980.6199 gals.).
 EH0782
 EH0782.The modeled gravity was interpolated from observed gravity values.
 EH0782
 EH0782;                    North         East    Units  Estimated Accuracy
 EH0782;SPC MS W     -   564,500.      683,180.      MT  (+/- 180 meters Scaled)
 EH0782
 EH0782                          SUPERSEDED SURVEY CONTROL
 EH0782
 EH0782  NGVD 29 (??/??/??)   56.432  (m)          185.14   (f) ADJUSTED    1 2
 EH0782
 EH0782.Superseded values are not recommended for survey control.
 EH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0782.See file dsdata.txt to determine how the superseded data were derived.
 EH0782
 EH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU277304(NAD 83)
 EH0782_MARKER: DD = SURVEY DISK
 EH0782_SETTING: 0 = UNSPECIFIED SETTING
 EH0782_STAMPING: REF 48/49 (USED)
 EH0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0782
 EH0782  HISTORY     - Date     Condition        Report By
 EH0782  HISTORY     - UNK      MONUMENTED       DOD
 EH0782  HISTORY     - 1966     GOOD             MSHD
 EH0782
 EH0782                          STATION DESCRIPTION
 EH0782
 EH0782'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0782'13.5 MI SW FROM TUNICA.
 EH0782'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0782'STREET PARALLELING THE WEST SIDE OF THE RAILROAD TRACK FOR 0.1 MILE TO
 EH0782'THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.35
 EH0782'MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.65
 EH0782'MILES TO A SIDE ROAD RIGHT AND THE END OF THE BLACKTOP, TURN RIGHT
 EH0782'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 6.05 MILES TO A SIDE ROAD
 EH0782'CONTINUE ON AN ALL-WEATHER ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT
 EH0782'JUST BEFORE REACHING THE LEVEE.  IT IS 122 FEET WEST OF THE CENTER OF
 EH0782'A GRAVEL ROAD LEADING TO THE TOP OF THE LEVEE, 79.5 FEET NORTH OF A
 EH0782'FENCE, 89 FEET WEST OF A FENCE, AND 1.5 FEET SOUTHWEST OF A METAL
 EH0782'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0781 ***********************************************************************
 EH0781  DESIGNATION -  48/49 RESET
 EH0781  PID         -  EH0781
 EH0781  STATE/COUNTY-  MS/TUNICA
 EH0781  USGS QUAD   -  HELENA (1982)
 EH0781
 EH0781                         *CURRENT SURVEY CONTROL
 EH0781  ___________________________________________________________________
 EH0781* NAD 83(1986)-  34 35 26.     (N)    090 30 53.     (W)     SCALED    
 EH0781* NAVD 88     -        55.049  (meters)     180.61   (feet)  ADJUSTED  
 EH0781  ___________________________________________________________________
 EH0781  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0781  DYNAMIC HT  -          54.996 (meters)     180.43  (feet)  COMP
 EH0781  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EH0781
 EH0781  VERT ORDER  -  FIRST     CLASS II
 EH0781
 EH0781.The horizontal coordinates were scaled from a topographic map and have
 EH0781.an estimated accuracy of +/- 6 seconds.
 EH0781
 EH0781.The orthometric height was determined by differential leveling
 EH0781.and adjusted in June 1991.
 EH0781
 EH0781.The geoid height was determined by GEOID03.
 EH0781
 EH0781.The dynamic height is computed by dividing the NAVD 88
 EH0781.geopotential number by the normal gravity value computed on the
 EH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0781.degrees latitude (g = 980.6199 gals.).
 EH0781
 EH0781.The modeled gravity was interpolated from observed gravity values.
 EH0781
 EH0781;                    North         East    Units  Estimated Accuracy
 EH0781;SPC MS W     -   564,470.      683,360.      MT  (+/- 180 meters Scaled)
 EH0781
 EH0781                          SUPERSEDED SURVEY CONTROL
 EH0781
 EH0781  NGVD 29 (??/??/??)   55.090  (m)          180.74   (f) ADJUSTED    1 2
 EH0781
 EH0781.Superseded values are not recommended for survey control.
 EH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0781.See file dsdata.txt to determine how the superseded data were derived.
 EH0781
 EH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU279304(NAD 83)
 EH0781_MARKER: DD = SURVEY DISK
 EH0781_SETTING: 0 = UNSPECIFIED SETTING
 EH0781_STAMPING: BM 48/49 (USED)
 EH0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0781
 EH0781  HISTORY     - Date     Condition        Report By
 EH0781  HISTORY     - UNK      MONUMENTED       DOD
 EH0781  HISTORY     - 1966     GOOD             MSHD
 EH0781
 EH0781                          STATION DESCRIPTION
 EH0781
 EH0781'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0781'13.4 MI SW FROM TUNICA.
 EH0781'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0781'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0781'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0781'FOR 3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0781'3.65 MILES TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN
 EH0781'RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 5.95 MILES TO A CURVE
 EH0781'LEFT AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0781'ALL-WEATHER ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT CENTERED
 EH0781'BETWEEN TWO METAL POST PAINTED WHITE.  IT IS 589.5 FEET EAST OF REF
 EH0781'48/49, 476 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 413 FEET SOUTH OF
 EH0781'THE CENTER OF THE TOP OF THE LEVEE, 394.5 FEET SOUTH OF MILEPOST
 EH0781'48/49, 72.5 FEET NORTH OF A FENCE, AND 1.5 FEET EAST OF A METAL
 EH0781'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0443 ***********************************************************************
 CP0443  DESIGNATION -  49 1 AZ MK
 CP0443  PID         -  CP0443
 CP0443  STATE/COUNTY-  MS/HINDS
 CP0443  USGS QUAD   -  POCAHONTAS (1980)
 CP0443
 CP0443                         *CURRENT SURVEY CONTROL
 CP0443  ___________________________________________________________________
 CP0443* NAD 83(1986)-  32 25 40.     (N)    090 17 41.     (W)     SCALED    
 CP0443* NAVD 88     -        84.158  (meters)     276.11   (feet)  ADJUSTED  
 CP0443  ___________________________________________________________________
 CP0443  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0443  DYNAMIC HT  -          84.062 (meters)     275.79  (feet)  COMP
 CP0443  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CP0443
 CP0443  VERT ORDER  -  SECOND    CLASS 0
 CP0443
 CP0443.The horizontal coordinates were scaled from a topographic map and have
 CP0443.an estimated accuracy of +/- 6 seconds.
 CP0443
 CP0443.The orthometric height was determined by differential leveling
 CP0443.and adjusted in June 1991.
 CP0443
 CP0443.The geoid height was determined by GEOID03.
 CP0443
 CP0443.The dynamic height is computed by dividing the NAVD 88
 CP0443.geopotential number by the normal gravity value computed on the
 CP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0443.degrees latitude (g = 980.6199 gals.).
 CP0443
 CP0443.The modeled gravity was interpolated from observed gravity values.
 CP0443
 CP0443;                    North         East    Units  Estimated Accuracy
 CP0443;SPC MS W     -   324,580.      703,630.      MT  (+/- 180 meters Scaled)
 CP0443
 CP0443                          SUPERSEDED SURVEY CONTROL
 CP0443
 CP0443  NGVD 29 (??/??/92)   84.246  (m)          276.40   (f) ADJ UNCH    2 0
 CP0443
 CP0443.Superseded values are not recommended for survey control.
 CP0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0443.See file dsdata.txt to determine how the superseded data were derived.
 CP0443
 CP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR543910(NAD 83)
 CP0443_MARKER: DZ = AZIMUTH MARK DISK
 CP0443_SETTING: 0 = UNSPECIFIED SETTING
 CP0443_STAMPING: AZ 49-1 1960
 CP0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0443
 CP0443  HISTORY     - Date     Condition        Report By
 CP0443  HISTORY     - 1960     MONUMENTED       MSHD
 CP0443
 CP0443                          STATION DESCRIPTION
 CP0443
 CP0443'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0443'3.2 MI S FROM POCAHONTAS.
 CP0443'LOCATED 10.3 MILES NORTH OF JACKSON 3.2 MILES SOUTH OF POCAHONTAS, ON
 CP0443'THE WOMACK PROPERTY.  TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS
 CP0443'51 AND 49 APPROXIMATELY 1.8 MILES NORTH OF DOWNTOWN JACKSON, GO
 CP0443'NORTHWEST ON HIGHWAY 49 FOR 4.3 MILES TO INTERSECTION OF NORTH SIDE
 CP0443'DRIVE.  CONTINUE NORTHWEST ON HIGHWAY 49 FOR 6.15 MILES TO PINE GROVE
 CP0443'BAPTIST CHURCH ON LEFT, CONTINUE NORTHWEST FOR 0.45 MILE TO MARK ON
 CP0443'RIGHT AS DESCRIBED.  THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT
 CP0443'DIVISION DISK STAMPED AZ 49-1 1960, SET IN THE TOP OF AN 8-INCH SQUARE
 CP0443'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 122.8 FEET EAST OF
 CP0443'THE CENTER LINE OF NEW HIGHWAY 49, 24 FEET NORTH OF 30-INCH TRIPLE
 CP0443'TRUNK MULBERRY TREE, 15 FEET EAST OF A NORTH-SOUTH FENCE, 14.6 FEET
 CP0443'EAST OF A METAL WITNESS POST AND 10.3 FEET SOUTHEAST OF A 10-INCH
 CP0443'PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2790 ***********************************************************************
 AI2790  DESIGNATION -  49 1 RESET
 AI2790  PID         -  AI2790
 AI2790  STATE/COUNTY-  MS/HINDS
 AI2790  USGS QUAD   -  POCAHONTAS (1980)
 AI2790
 AI2790                         *CURRENT SURVEY CONTROL
 AI2790  ___________________________________________________________________
 AI2790* NAD 83(1993)-  32 25 52.14682(N)    090 17 40.64473(W)     ADJUSTED  
 AI2790* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 AI2790  ___________________________________________________________________
 AI2790  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AI2790  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AI2790  HORZ ORDER  -  SECOND
 AI2790
 AI2790.The horizontal coordinates were established by classical geodetic methods
 AI2790.and adjusted by the National Geodetic Survey in May 1994.
 AI2790
 AI2790.The orthometric height was scaled from a topographic map.
 AI2790
 AI2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2790
 AI2790.The geoid height was determined by GEOID03.
 AI2790
 AI2790;                    North         East     Units Scale Factor Converg.
 AI2790;SPC MS W     -   324,958.257   703,640.408   MT  0.99995016   +0 01 14.7
 AI2790;SPC MS W     - 1,066,133.88  2,308,526.91   sFT  0.99995016   +0 01 14.7
 AI2790;UTM  15      - 3,591,449.387   754,374.714   MT  1.00039800   +1 27 05.9
 AI2790
 AI2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2790!SPC MS W     -   0.99998472  x   0.99995016  =   0.99993488
 AI2790!UTM  15      -   0.99998472  x   1.00039800  =   1.00038271
 AI2790
 AI2790:                Primary Azimuth Mark                     Grid Az
 AI2790:SPC MS W     -  CYNTHIA 2                                157 15 00.5
 AI2790:UTM  15      -  CYNTHIA 2                                155 49 09.3
 AI2790
 AI2790|---------------------------------------------------------------------|
 AI2790| PID    Reference Object                     Distance      Geod. Az  |
 AI2790|                                                           dddmmss.s |
 AI2790| CP0438 CYNTHIA 2                           APPROX. 3.3 KM 1571615.2 |
 AI2790| CP0443 49 1 AZ MK                                         1864027.7 |
 AI2790| CP2668 CLINTON EAST MUNICIPAL TANK         APPROX.10.3 KM 1931219.7 |
 AI2790| CP2674 CLINTON MUNICIPAL TANK              APPROX.10.8 KM 1991333.4 |
 AI2790| CP2678 CLINTON INDUSTRIAL PARK TANK        APPROX. 9.5 KM 2092144.4 |
 AI2790| CP0446 49 1 RM 1                            64.471 METERS 22634     |
 AI2790| CP0448 49 1 RM 3                            30.074 METERS 25440     |
 AI2790| CP0447 49 1 RM 2                            46.208 METERS 27056     |
 AI2790| CP0449 49 1 RM 4                            30.751 METERS 30625     |
 AI2790|---------------------------------------------------------------------|
 AI2790
 AI2790                          SUPERSEDED SURVEY CONTROL
 AI2790
 AI2790  NAD 83(1986)-  32 25 52.16187(N)    090 17 40.64057(W) AD(       ) 2
 AI2790
 AI2790.Superseded values are not recommended for survey control.
 AI2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2790.See file dsdata.txt to determine how the superseded data were derived.
 AI2790
 AI2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5437591449(NAD 83)
 AI2790_MARKER: DS = TRIANGULATION STATION DISK
 AI2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2790_SP_SET: CONCRETE POST
 AI2790_STAMPING: STA 49-1 1960 1983
 AI2790_MARK LOGO: NGS   
 AI2790_PROJECTION: FLUSH
 AI2790_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2790
 AI2790  HISTORY     - Date     Condition        Report By
 AI2790  HISTORY     - 1983     MONUMENTED       NGS
 AI2790
 AI2790                          STATION DESCRIPTION
 AI2790
 AI2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AI2790'THE STATION UNDERGROUND MARK AND REFERENCE MARKS NO 3 AND 4 WERE
 AI2790'RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND
 AI2790'DESTROYED AND THE AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED.  A
 AI2790'NEW STATION SURFACE MARK AND AZIMUTH MARK WERE ESTABLISHED AT THIS
 AI2790'TIME.  THE 1977 DESCRIPTION BY M.S.H.D. IS ADEQUATE AND COMPLETE AT
 AI2790'THIS DATE FOR THE STATION, REFERENCE MARK NO 3 AND REFERENCE MARK NO
 AI2790'4 WITH THE EXCEPTION, THE STATION SURFACE MARK IS 16 INCHES BELOW THE
 AI2790'GROUND.
 AI2790'
 AI2790'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---49-1 1960 1983---SET
 AI2790'IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 24.99 METERS
 AI2790'(82.0 FEET) SOUTH OF THE CENTER OF GRAVE DRIVEWAY, 16.92 METERS
 AI2790'(55.5 FEET) WEST OF THE CENTER OF SOUTH BOUND LANES OF HIGHWAY 49,
 AI2790'0.60 METER (2.0 FEET) SOUTH OF A POWER POLE AND 0.46 METER (1.5 FEET)
 AI2790'NORTH OF A METAL WITNESS POST AND SIGN.
 AI2790'
 AI2790'THE AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---49-1 1960
 AI2790'1983---SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AI2790'669.40 METERS (2196.2 FEET) NORTH-NORTHWEST OF STATION 49-1 1960 1980
 AI2790'(MSHD), 24.99 METERS (82.0 FEET) SOUTH OF THE CENTER OF A GRAVEL
 AI2790'DRIVEWAY, 16.92 METERS (55.5 FEET) WEST OF THE CENTER OF THE SOUTH
 AI2790'BOUND LANES OF HIGHWAY 49, 0.60 METER (2.0 FEET) SOUTH OF A POWER
 AI2790'POLE AND 0.46 METER (1.5 FEET) NORTH OF A METAL WITNESS POST AND SIGN.
 AI2790'
 AI2790'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND I-220 IN THE
 AI2790'NORTHWEST EDGE OF JACKSON, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 6.3
 AI2790'MILES TO A FIELD ROAD AND STATION 49-1 (MSHD) ON THE RIGHT, CONTINUE
 AI2790'NORTH ON U.S. HIGHWAY 49 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0448 ***********************************************************************
 CP0448  DESIGNATION -  49 1 RM 3
 CP0448  PID         -  CP0448
 CP0448  STATE/COUNTY-  MS/HINDS
 CP0448  USGS QUAD   -  POCAHONTAS (1980)
 CP0448
 CP0448                         *CURRENT SURVEY CONTROL
 CP0448  ___________________________________________________________________
 CP0448* NAD 83(1986)-  32 25 51.     (N)    090 17 40.     (W)     SCALED    
 CP0448* NAVD 88     -        85.03   (+/-2cm)     279.0    (feet)  VERTCON   
 CP0448  ___________________________________________________________________
 CP0448  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0448  VERT ORDER  -  THIRD (See Below)
 CP0448
 CP0448.The horizontal coordinates were scaled from a topographic map and have
 CP0448.an estimated accuracy of +/- 6 seconds.
 CP0448
 CP0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0448.The vertical order pertains to the NGVD 29 superseded value.
 CP0448
 CP0448.The geoid height was determined by GEOID03.
 CP0448
 CP0448;                    North         East    Units  Estimated Accuracy
 CP0448;SPC MS W     -   324,920.      703,660.      MT  (+/- 180 meters Scaled)
 CP0448
 CP0448                          SUPERSEDED SURVEY CONTROL
 CP0448
 CP0448  NGVD 29 (08/12/04)   85.11   (m)          279.2    (f) RESET       3  
 CP0448
 CP0448.Superseded values are not recommended for survey control.
 CP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0448.See file dsdata.txt to determine how the superseded data were derived.
 CP0448
 CP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR543914(NAD 83)
 CP0448_MARKER: DR = REFERENCE MARK DISK
 CP0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0448_STAMPING: 49-1 1960 NO 3 1974
 CP0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0448+STABILITY: SURFACE MOTION
 CP0448
 CP0448  HISTORY     - Date     Condition        Report By
 CP0448  HISTORY     - 1974     MONUMENTED       MSHD
 CP0448  HISTORY     - 1977     GOOD             MSHD
 CP0448
 CP0448                          STATION DESCRIPTION
 CP0448
 CP0448'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0448'6.7 MI NE FROM CLINTON.
 CP0448'THE MARK IS LOCATED 6.7 MILES NORTHEAST OF CLINTON ON THE EAST RIGHT
 CP0448'OF WAY OF U.S. HIGHWAY 49, 8 MILES SOUTH OF FLORA, 11 MILES NORTHWEST
 CP0448'OF THE CENTER OF DOWNTOWN JACKSON, 3 MILES SOUTH OF THE COMMUNITY OF
 CP0448'POCAHONTAS IN THE SOUTHWEST 1/4 OF SECTION 22, T 7N, R 1W.  IT IS
 CP0448'98.67 FEET WEST-NORTHWEST OF THE STATION, 91 FEET EAST OF THE CENTER
 CP0448'OF THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 68 FEET SOUTH OF THE
 CP0448'CENTER OF A FIELD ROAD, 54.5 FEET SOUTH OF THE SOUTH POST OF A WOODEN
 CP0448'GATE, 3.5 FEET WEST OF A RIGHT OF WAY FENCE CENTERED BETWEEN TWO LARGE
 CP0448'METAL POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 FEET ABOVE
 CP0448'THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM
 CP0448'THE U.S. POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES
 CP0448'TO THE INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON
 CP0448'WOODROW WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION.
 CP0448'CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO
 CP0448'THE I-220 OVERPASS.  CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 5.65
 CP0448'MILES TO A SIDE ROAD AND A BRICK CHURCH ON THE LEFT. CONTINUE NORTH ON
 CP0448'U.S. HIGHWAY 49 FOR 0.65 MILE TO A FIELD ROAD AND THE MARK ON THE
 CP0448'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0449 ***********************************************************************
 CP0449  DESIGNATION -  49 1 RM 4
 CP0449  PID         -  CP0449
 CP0449  STATE/COUNTY-  MS/HINDS
 CP0449  USGS QUAD   -  POCAHONTAS (1980)
 CP0449
 CP0449                         *CURRENT SURVEY CONTROL
 CP0449  ___________________________________________________________________
 CP0449* NAD 83(1986)-  32 25 50.     (N)    090 17 41.     (W)     SCALED    
 CP0449* NAVD 88     -        84.81   (+/-2cm)     278.2    (feet)  VERTCON   
 CP0449  ___________________________________________________________________
 CP0449  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0449  VERT ORDER  -  THIRD (See Below)
 CP0449
 CP0449.The horizontal coordinates were scaled from a topographic map and have
 CP0449.an estimated accuracy of +/- 6 seconds.
 CP0449
 CP0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0449.The vertical order pertains to the NGVD 29 superseded value.
 CP0449
 CP0449.The geoid height was determined by GEOID03.
 CP0449
 CP0449;                    North         East    Units  Estimated Accuracy
 CP0449;SPC MS W     -   324,890.      703,630.      MT  (+/- 180 meters Scaled)
 CP0449
 CP0449                          SUPERSEDED SURVEY CONTROL
 CP0449
 CP0449  NGVD 29 (08/12/04)   84.90   (m)          278.5    (f) RESET       3  
 CP0449
 CP0449.Superseded values are not recommended for survey control.
 CP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0449.See file dsdata.txt to determine how the superseded data were derived.
 CP0449
 CP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR543913(NAD 83)
 CP0449_MARKER: DR = REFERENCE MARK DISK
 CP0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0449_STAMPING: 49-1 1960 NO 4 1974
 CP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0449+STABILITY: SURFACE MOTION
 CP0449
 CP0449  HISTORY     - Date     Condition        Report By
 CP0449  HISTORY     - 1974     MONUMENTED       MSHD
 CP0449  HISTORY     - 1977     GOOD             MSHD
 CP0449
 CP0449                          STATION DESCRIPTION
 CP0449
 CP0449'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0449'6.7 MI NE FROM CLINTON.
 CP0449'THE MARK IS LOCATED 6.7 MILES NORTHEAST OF CLINTON IN THE NORTHEAST
 CP0449'ANGLE OF THE JUNCTION OF A FIELD ROAD AND U.S. HIGHWAY 49, 8 MILES
 CP0449'SOUTH OF FLORA, 11 MILES NORTHWEST OF THE CENTER OF DOWNTOWN JACKSON,
 CP0449'3 MILES SOUTH OF THE COMMUNITY OF POCAHONTAS IN THE SOUTHWEST 1/4 OF
 CP0449'SECTION 22, T 7N, R 1W.  IT IS 100.89 FEET WEST-NORTHWEST OF THE
 CP0449'STATION, 104 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CP0449'HIGHWAY 49, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD, 8 FEET
 CP0449'NORTHEAST OF THE NORTH POST OF A WOODEN FENCE, 5.5 FEET EAST OF A
 CP0449'RIGHT OF WAY FENCE CENTERED BETWEEN TWO LARGE METAL POST SET IN THE
 CP0449'TOP OF A ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE
 CP0449'HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S.
 CP0449'POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE
 CP0449'INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW
 CP0449'WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE
 CP0449'NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO THE I-220
 CP0449'OVERPASS.  CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 5.65 MILES TO A
 CP0449'SIDE ROAD AND A BRICK CHURCH ON THE LEFT.  CONTINUE NORTH ON U.S.
 CP0449'HIGHWAY 49 FOR 0.65 MILE TO A FIELD ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0166 ***********************************************************************
 CP0166  DESIGNATION -  49 10
 CP0166  PID         -  CP0166
 CP0166  STATE/COUNTY-  MS/YAZOO
 CP0166  USGS QUAD   -  EDEN (1988)
 CP0166
 CP0166                         *CURRENT SURVEY CONTROL
 CP0166  ___________________________________________________________________
 CP0166* NAD 83(1993)-  32 59 05.66760(N)    090 18 43.27986(W)     ADJUSTED  
 CP0166* NAVD 88     -        34.942  (meters)     114.64   (feet)  ADJUSTED  
 CP0166  ___________________________________________________________________
 CP0166  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CP0166  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CP0166  DYNAMIC HT  -          34.903 (meters)     114.51  (feet)  COMP
 CP0166  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CP0166
 CP0166  HORZ ORDER  -  SECOND
 CP0166  VERT ORDER  -  SECOND    CLASS 0
 CP0166
 CP0166.The horizontal coordinates were established by classical geodetic methods
 CP0166.and adjusted by the National Geodetic Survey in May 1994.
 CP0166
 CP0166.The orthometric height was determined by differential leveling
 CP0166.and adjusted in June 1991.
 CP0166
 CP0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0166
 CP0166.The geoid height was determined by GEOID03.
 CP0166
 CP0166.The dynamic height is computed by dividing the NAVD 88
 CP0166.geopotential number by the normal gravity value computed on the
 CP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0166.degrees latitude (g = 980.6199 gals.).
 CP0166
 CP0166.The modeled gravity was interpolated from observed gravity values.
 CP0166
 CP0166;                    North         East     Units Scale Factor Converg.
 CP0166;SPC MS W     -   386,365.844   701,991.835   MT  0.99995005   +0 00 41.8
 CP0166;SPC MS W     - 1,267,601.94  2,303,118.21   sFT  0.99995005   +0 00 41.8
 CP0166;UTM  15      - 3,652,822.919   751,180.240   MT  1.00037799   +1 27 50.9
 CP0166
 CP0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0166!SPC MS W     -   0.99999874  x   0.99995005  =   0.99994879
 CP0166!UTM  15      -   0.99999874  x   1.00037799  =   1.00037673
 CP0166
 CP0166|---------------------------------------------------------------------|
 CP0166| PID    Reference Object                     Distance      Geod. Az  |
 CP0166|                                                           dddmmss.s |
 CP0166| CP0167 49 10 RM 1                           23.448 METERS 22621     |
 CP0166| CY3207 49 10 AZ MK                                        2712122.5 |
 CP0166| CP0168 49 10 RM 2                           17.953 METERS 29746     |
 CP0166|---------------------------------------------------------------------|
 CP0166
 CP0166                          SUPERSEDED SURVEY CONTROL
 CP0166
 CP0166  NAD 83(1986)-  32 59 05.68003(N)    090 18 43.27542(W) AD(       ) 2
 CP0166  NAD 27      -  32 59 05.21130(N)    090 18 42.95280(W) AD(       ) 2
 CP0166  NGVD 29 (??/??/92)   34.98   (m)          114.8    (f) COMPUTED    2 0
 CP0166
 CP0166.Superseded values are not recommended for survey control.
 CP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0166.See file dsdata.txt to determine how the superseded data were derived.
 CP0166
 CP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5118052823(NAD 83)
 CP0166_MARKER: DD = SURVEY DISK
 CP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0166_STAMPING: STA 49-10 (1960)
 CP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0166+STABILITY: SURFACE MOTION
 CP0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0166+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2008
 CP0166
 CP0166  HISTORY     - Date     Condition        Report By
 CP0166  HISTORY     - 1960     MONUMENTED       MSHD
 CP0166  HISTORY     - 1966     GOOD             MSHD
 CP0166  HISTORY     - 1966     GOOD             MSHD
 CP0166  HISTORY     - 20080908 GOOD             MSDOT
 CP0166
 CP0166                          STATION DESCRIPTION
 CP0166
 CP0166'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP0166'STATION IS ABOUT 0.8 MILE EAST OF THE MAIN CROSSROADS IN
 CP0166'EDEN, IN THE SOUTHWEST CORNER OF SECTION 9, T 13 N, R 1 W,
 CP0166'ON THE PROPERTY OF HERBERT DEW.
 CP0166'
 CP0166'TO REACH FROM THE DEPOT IN EDEN, GO EAST ON BLACK TOP ROAD
 CP0166'FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY 49 E AND AZIMUTH
 CP0166'ON THE LEFT, CONTINUE EAST ON BLACK TOP ROAD FOR 0.25 MILE
 CP0166'TO A SHARP CURVE RIGHT AND STATION AS DESCRIBED.
 CP0166'
 CP0166'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 CP0166'OF 11-INCH SQUARE CONCRETE POSTS.
 CP0166'
 CP0166'STATION MARKS ARE STAMPED STA 49-10 1960, AND THE SURFACE
 CP0166'MARK IS SET 8 INCHES BELOW THE GROUND SURFACE.  IT IS 84
 CP0166'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PORCH OF A FRAME
 CP0166'HOUSE ON THE NORTH SIDE OF THE BLACK TOP ROAD, 82 FEET NORTHEAST
 CP0166'OF THE NORTHEAST CORNER OF A FRAME HOUSE ON THE SOUTH SIDE
 CP0166'OF THE ROAD, 42 FEET NORTHEAST OF APPROXIMATE CENTER OF
 CP0166'THE ROAD, 30 FEET SOUTHEAST OF POWERLINE POLE NUMBERED 7,
 CP0166'10 FEET NORTHEAST OF A SOUTHEAST-NORTHWEST FENCE AND 4 FEET
 CP0166'EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET
 CP0166'IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND
 CP0166'SURFACE.
 CP0166'
 CP0166'REFERENCE MARK NO. 1, STAMPED 49-10 R.M.-1 1960, IS FLUSH
 CP0166'WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTHWEST OF APPROXIMATE
 CP0166'CENTER OF THE BLACK TOP ROAD, 28 FEET NORTHEAST OF THE SOUTHEAST
 CP0166'CORNER OF A FRAME HOUSE, 27 FEET SOUTHEAST OF THE NORTHEAST
 CP0166'CORNER OF THE HOUSE AND 2 FEET NORTH OF A GATE POST.
 CP0166'
 CP0166'REFERENCE MARK NO. 2, STAMPED 49-10 R.M.-2 1960, PROJECTS
 CP0166'1 INCH.  IT IS 38 FEET NORTH OF APPROXIMATE CENTER OF CURVE
 CP0166'OF THE BLACK TOP ROAD, 29.6 FEET NORTHWEST OF A POWERLINE
 CP0166'POLE NUMBERED 7, 29 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 CP0166'PORCH ON A FRAME HOUSE AND 11 FEET WEST OF A NORTHERN GATE
 CP0166'POST.
 CP0166'
 CP0166'AZIMUTH MARK, STAMPED BM 49V-44, IS FLUSH WITH THE GROUND
 CP0166'SURFACE.  IT IS 59 FEET WEST OF CENTER LINE OF HIGHWAY 49
 CP0166'E, 55 FEET NORTH OF NORTHEAST CORNER OF PARKERS GROCERY
 CP0166'STORE, 25 FEET NORTH OF CENTER OF A BLACK TOP ROAD, 7 FEET
 CP0166'NORTH OF A TELEPHONE LINE POLE, 2.5 FEET SOUTHEAST OF A
 CP0166'FENCE CORNER AND 2.5 FEET WEST OF A METAL WITNESS POST.
 CP0166'
 CP0166'HEIGHT OF LIGHT ABOVE STATION 47.90 FT.
 CP0166
 CP0166                          STATION RECOVERY (1966)
 CP0166
 CP0166'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0166'THE STATION WAS VISITED 9-8-66 AND THE STATION R.M. 1 AND AZIMUTH
 CP0166'MARK WERE FOUND IN GOOD CONDITION.  R.M. 2 WAS FOUND BUT THE DISK
 CP0166'HAD BEEN DEFACED.
 CP0166'
 CP0166'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY
 CP0166'GO EAST ON HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF
 CP0166'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST
 CP0166'FOR 3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE
 CP0166'NORTH ON HIGHWAY 49 EAST FOR 8.4 MILES TO A CROSSROADS AND THE
 CP0166'AZIMUTH ON THE LEFT.  TO REACH THE STATION TURN RIGHT (EAST) AND
 CP0166'CONTINUE ON A BLACKTOP ROAD FOR 0.25 MILE TO A CURVE IN THE ROAD
 CP0166'AND THE STATION AND A FIELD ROAD ON THE LEFT.
 CP0166'
 CP0166'THE STATION DISK IS STAMPED STA 49-10 (1960), 84 FEET SOUTHEAST OF
 CP0166'THE SOUTHEAST CORNER OF THE PORCH OF THE FRAME HOUSE, 42 FEET
 CP0166'NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, 35 FEET SOUTHEAST OF
 CP0166'THE CENTER OF A FIELD ROAD, 30 FEET SOUTHEAST OF POWER POLE NO. 7,
 CP0166'11.5 FEET NORTHEAST OF A FENCE, AND 11 FEET NORTHEAST OF A FENCE.
 CP0166'
 CP0166'R.M. 1 IS 35 FEET SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD, 69
 CP0166'FEET SOUTHWEST OF POWER POLE NO. 7, 2 FEET NORTH OF A LONE POST, AND
 CP0166'STAMPED 49-10 RM-1 1960.
 CP0166'
 CP0166'R.M. 2 IS 58.9 FEET WEST-NORTHWEST OF THE STATION, 38 FEET NORTH OF
 CP0166'THE APPROXIMATE CENTER OF THE CURVE IN THE BLACKTOP ROAD, 29.6 FEET
 CP0166'NORTHWEST OF POWER POLE NO. 7, 29 FEET SOUTHEAST OF THE SOUTHEAST
 CP0166'CORNER OF THE FRAME HOUSE, 11 FEET WEST OF THE MOST NORTHERN GATE
 CP0166'POST, AND STAMPED 49-10 RM-2 1960.
 CP0166'
 CP0166'THE AZIMUTH MARK IS 59 FEET WEST OF THE CENTER OF HIGHWAY 49 EAST,
 CP0166'54.4 FEET NORTH OF THE NORTHEAST BRICK PILLAR OF MARTINS GROCERY,
 CP0166'25 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 7 FEET SOUTH OF
 CP0166'A TELEPHONE POLE, 2.5 FEET SOUTHEAST OF A FENCE CORNER, 2.4 FEET
 CP0166'WEST-SOUTHWEST OF A METAL WITNESS POST, AND STAMPED BM 49V-44
 CP0166'1960.
 CP0166
 CP0166                          STATION RECOVERY (1966)
 CP0166
 CP0166'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0166'13.65 MI NE FROM YAZOO CITY.
 CP0166'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0166'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0166'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0166'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE (NORTH) ON
 CP0166'HIGHWAY 49 EAST FOR 8.4 MILES TO A CROSSROAD, TURN RIGHT (EAST) AND
 CP0166'CONTINUE ON A BLACKTOP ROAD FOR 0.25 MILE TO A FARM ROAD AND THE MARK
 CP0166'ON THE LEFT AS DESCRIBED.  IT IS 84 FEET SOUTHEAST OF THE SOUTHEAST
 CP0166'CORNER OF THE PORCH OF A FRAME HOUSE, 42 FEET NORTHEAST OF THE CENTER
 CP0166'OF THE BLACKTOP ROAD, 35 FEET SOUTHEAST OF THE CENTER OF THE FIELD
 CP0166'ROAD, 30 FEET SOUTHEAST OF POWER POLE NO. 7, 11.5 FEET NORTHEAST OF A
 CP0166'METAL WITNESS POST, AND 11 FEET NORTHEAST OF A FENCE. NOTE-- THE MARK
 CP0166'IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 CP0166
 CP0166                          STATION RECOVERY (2008)
 CP0166
 CP0166'RECOVERY NOTE BY MS DEPT TRANS 2008
 CP0166'THE OLD STORE HAS BEEN TORN DOWN. THE MARK IS 53' WEST OF THE
 CP0166'CENTERLINE OF HIGHWAY 49E AND 21' NORTH OF EDEN MAIN STREET, AND 2.4
 CP0166'FEET WEST-SOUTHWEST OF A WITNESS POST, AND STAMPED BM 49V-44.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0255 ***********************************************************************
 DK0255  DESIGNATION -  49 11
 DK0255  PID         -  DK0255
 DK0255  STATE/COUNTY-  MS/YAZOO
 DK0255  USGS QUAD   -  THORNTON (1982)
 DK0255
 DK0255                         *CURRENT SURVEY CONTROL
 DK0255  ___________________________________________________________________
 DK0255* NAD 83(1993)-  33 00 03.66436(N)    090 19 09.18944(W)     ADJUSTED  
 DK0255* NAVD 88     -        36.449  (meters)     119.58   (feet)  ADJUSTED  
 DK0255  ___________________________________________________________________
 DK0255  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DK0255  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DK0255  DYNAMIC HT  -          36.409 (meters)     119.45  (feet)  COMP
 DK0255  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 DK0255
 DK0255  HORZ ORDER  -  SECOND
 DK0255  VERT ORDER  -  SECOND    CLASS 0
 DK0255
 DK0255.The horizontal coordinates were established by classical geodetic methods
 DK0255.and adjusted by the National Geodetic Survey in May 1994.
 DK0255
 DK0255.The orthometric height was determined by differential leveling
 DK0255.and adjusted in June 1991.
 DK0255
 DK0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0255
 DK0255.The geoid height was determined by GEOID03.
 DK0255
 DK0255.The dynamic height is computed by dividing the NAVD 88
 DK0255.geopotential number by the normal gravity value computed on the
 DK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0255.degrees latitude (g = 980.6199 gals.).
 DK0255
 DK0255.The modeled gravity was interpolated from observed gravity values.
 DK0255
 DK0255;                    North         East     Units Scale Factor Converg.
 DK0255;SPC MS W     -   388,152.334   701,318.922   MT  0.99995002   +0 00 27.7
 DK0255;SPC MS W     - 1,273,463.12  2,300,910.50   sFT  0.99995002   +0 00 27.7
 DK0255;UTM  15      - 3,654,592.527   750,461.942   MT  1.00037354   +1 27 39.1
 DK0255
 DK0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0255!SPC MS W     -   0.99999850  x   0.99995002  =   0.99994852
 DK0255!UTM  15      -   0.99999850  x   1.00037354  =   1.00037204
 DK0255
 DK0255|---------------------------------------------------------------------|
 DK0255| PID    Reference Object                     Distance      Geod. Az  |
 DK0255|                                                           dddmmss.s |
 DK0255| DK0257 49 11 RM 1                           29.822 METERS 17839     |
 DK0255| DK0258 49 11 RM 2                           16.420 METERS 32220     |
 DK0255| DK0256 49 11 AZ MK                                        3532903.3 |
 DK0255|---------------------------------------------------------------------|
 DK0255
 DK0255                          SUPERSEDED SURVEY CONTROL
 DK0255
 DK0255  NAD 83(1986)-  33 00 03.67674(N)    090 19 09.18503(W) AD(       ) 2
 DK0255  NAD 27      -  33 00 03.20920(N)    090 19 08.86160(W) AD(       ) 2
 DK0255  NGVD 29 (??/??/??)   36.502  (m)          119.76   (f) ADJUSTED    2 0
 DK0255
 DK0255.Superseded values are not recommended for survey control.
 DK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0255.See file dsdata.txt to determine how the superseded data were derived.
 DK0255
 DK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5046254593(NAD 83)
 DK0255_MARKER: DD = SURVEY DISK
 DK0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0255_STAMPING: STA 49-11 (1960)
 DK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0255+STABILITY: SURFACE MOTION
 DK0255
 DK0255  HISTORY     - Date     Condition        Report By
 DK0255  HISTORY     - 1960     MONUMENTED       MSHD
 DK0255  HISTORY     - 1966     GOOD             MSHD
 DK0255  HISTORY     - 1966     GOOD             MSHD
 DK0255
 DK0255                          STATION DESCRIPTION
 DK0255
 DK0255'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0255'STATION IS 1.2 MILES NORTH OF EDEN ALONG U.S. HIGHWAY 49
 DK0255'E ON THE TECHEVA CREEK LEVEE.
 DK0255'
 DK0255'TO REACH FROM THE RAILROAD DEPOT IN EDEN, GO EAST ON A BLACK
 DK0255'TOP ROAD FOR 0.5 MILE TO THE JUNCTION OF HIGHWAY 49 E, TURN
 DK0255'LEFT, NORTH, FOR 0.95 MILE TO A CONCRETE BRIDGE AND A FRAME
 DK0255'HOUSE ON RIGHT, CONTINUE NORTH FOR 0.15 MILE TO THE STATION
 DK0255'ON THE RIGHT.
 DK0255'
 DK0255'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 DK0255'OF 11-INCH SQUARE CONCRETE POSTS.
 DK0255'
 DK0255'STATION MARKS ARE STAMPED STA 49-11 1960, AND THE SURFACE
 DK0255'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET EAST
 DK0255'OF CENTER LINE OF HIGHWAY 49 E ON TOP OF LEVEE, 56 FEET
 DK0255'SOUTHEAST OF A POWERLINE POLE AND 3 FEET EAST OF A METAL
 DK0255'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 DK0255'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 DK0255'
 DK0255'REFERENCE MARK NO. 1, STAMPED RM-1 49-11. 1960, IS FLUSH WITH
 DK0255'THE GROUND SURFACE.  IT IS 161 FEET NORTH OF A TELEPHONE
 DK0255'LINE POLE NUMBERED 34, 146 FEET SOUTH-SOUTHEAST OF A POWERLINE
 DK0255'POLE, 87 FEET EAST OF CENTER LINE OF HIGHWAY 49 E.
 DK0255'
 DK0255'REFERENCE MARK NO. 2, STAMPED RM-2 49-11 1960, PROJECTS 1
 DK0255'INCH.  IT IS 60 FEET EAST OF CENTER LINE OF HIGHWAY 49 E
 DK0255'AND 2 FEET SOUTHEAST OF A POWERLINE POLE.
 DK0255'
 DK0255'AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUING NORTH
 DK0255'ALONG HIGHWAY 49 E FOR ABOUT 0.25 MILE ACROSS A WOODEN BRIDGE
 DK0255'TO THE MARK ON THE LEFT.  THE MARK IS STAMPED AZ 49-11 1960,
 DK0255'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 126 FEET SOUTH
 DK0255'OF A POWER LINE POLE, 63 FEET WEST OF THE CENTER LINE OF
 DK0255'HIGHWAY 49 E, 51 FEET WEST OF THE NORTHWEST CORNER OF THE
 DK0255'BRIDGE, 13 FEET NORTH OF THE NORTH BANK OF CREEK AND 2 FEET WEST
 DK0255'OF A METAL WITNESS POST.
 DK0255'
 DK0255'HEIGHT OF LIGHT ABOVE STATION 2 METER
 DK0255
 DK0255                          STATION RECOVERY (1966)
 DK0255
 DK0255'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0255'THE STATION WAS VISITED 8-8-66 AND ALL MARKS WERE FOUND
 DK0255'IN GOOD CONDITION.
 DK0255'
 DK0255'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN
 DK0255'YAZOO CITY GO EAST ON U.S. HIGHWAY 49 WEST FOR 1.65 MILES
 DK0255'TO THE INTERSECTION OF U.S. HIGHWAY 49 EAST, TURN LEFT (NORTH)
 DK0255'AND CONTINUE NORTH ON HIGHWAY 49 EAST FOR 3.35 MILES TO THE
 DK0255'MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON HIGHWAY 49 EAST
 DK0255'FOR 8.4 MILES TO A CROSSROADS, CONTINUE NORTH ON HIGHWAY 49 EAST
 DK0255'FOR 1.15 MILES TO THE STATION ON THE RIGHT ON TOP OF A LEVEE.  TO
 DK0255'REACH THE AZIMUTH CONTINUE NORTH ON HIGHWAY 49 EAST FOR
 DK0255'0.3 MILE TO A WOODEN BRIDGE AND THE MARK ON THE LEFT AS
 DK0255'DESCRIBED.
 DK0255'
 DK0255'THE STATION DISK IS STAMPED STA 49-11 (1960), 92 FEET EAST
 DK0255'OF THE CENTER OF HIGHWAY 49 EAST, 55.7 FEET SOUTHEAST OF A
 DK0255'POWER POLE, 5.0 FEET WEST OF THE CENTER OF THE LEVEE, AND
 DK0255'3.7 FEET NORTHEAST OF A METAL WITNESS POST.
 DK0255'
 DK0255'R.M. 1 IS 161 FEET NORTH OF TELEPHONE POLE NO. 34, 146 FEET
 DK0255'SOUTH-SOUTHEAST OF A POWER POLE, 87 FEET EAST OF THE CENTER
 DK0255'OF HIGHWAY 49 EAST, 6 FEET WEST OF THE CENTER OF THE LEVEE,
 DK0255'AND STAMPED 49-11 RM-1 (1960).
 DK0255'
 DK0255'R.M. 2 IS 60 FEET EAST OF THE CENTER OF HIGHWAY 49 EAST,
 DK0255'1.4 FEET SOUTHEAST OF A POWER POLE, AND STAMPED 49-11 RM-2
 DK0255'(1960).
 DK0255'
 DK0255'THE AZIMUTH MARK IS 126 FEET SOUTH OF A POWER POLE, 63 FEET
 DK0255'WEST OF THE CENTER OF HIGHWAY 49 EAST, 51 FEET WEST OF THE
 DK0255'NORTHWEST CORNER OF A BRIDGE, 13 FEET NORTH OF THE NORTH
 DK0255'BANK OF THE CREEK, 2 FEET WEST OF A METAL WITNESS POST, AND
 DK0255'STAMPED 49-11 AZ(1960).
 DK0255
 DK0255                          STATION RECOVERY (1966)
 DK0255
 DK0255'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0255'14.55 MI NE FROM YAZOO CITY.
 DK0255'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 DK0255'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 DK0255'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 DK0255'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 DK0255'HIGHWAY 49 EAST FOR 8.4 MILES TO A CROSSROADS, CONTINUE NORTH ON
 DK0255'HIGHWAY 49 EAST FOR 1.15 MILES TO THE MARK ON THE RIGHT ON A LEVEE. IT
 DK0255'IS 92 FEET EAST OF THE CENTER OF HIGHWAY 49 EAST, 55.7 FEET SOUTHEAST
 DK0255'OF A POWER POLE, 5.0 FEET WEST OF THE CENTER OF THE LEVEE, AND 3.7
 DK0255'FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0256 ***********************************************************************
 DK0256  DESIGNATION -  49 11 AZ MK
 DK0256  PID         -  DK0256
 DK0256  STATE/COUNTY-  MS/HOLMES
 DK0256  USGS QUAD   -  THORNTON (1982)
 DK0256
 DK0256                         *CURRENT SURVEY CONTROL
 DK0256  ___________________________________________________________________
 DK0256* NAD 83(1986)-  33 00 16.     (N)    090 19 10.     (W)     SCALED    
 DK0256* NAVD 88     -        33.490  (meters)     109.88   (feet)  ADJUSTED  
 DK0256  ___________________________________________________________________
 DK0256  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DK0256  DYNAMIC HT  -          33.453 (meters)     109.75  (feet)  COMP
 DK0256  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 DK0256
 DK0256  VERT ORDER  -  SECOND    CLASS 0
 DK0256
 DK0256.The horizontal coordinates were scaled from a topographic map and have
 DK0256.an estimated accuracy of +/- 6 seconds.
 DK0256
 DK0256.The orthometric height was determined by differential leveling
 DK0256.and adjusted in June 1991.
 DK0256
 DK0256.The geoid height was determined by GEOID03.
 DK0256
 DK0256.The dynamic height is computed by dividing the NAVD 88
 DK0256.geopotential number by the normal gravity value computed on the
 DK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0256.degrees latitude (g = 980.6199 gals.).
 DK0256
 DK0256.The modeled gravity was interpolated from observed gravity values.
 DK0256
 DK0256;                    North         East    Units  Estimated Accuracy
 DK0256;SPC MS W     -   388,530.      701,300.      MT  (+/- 180 meters Scaled)
 DK0256
 DK0256                          SUPERSEDED SURVEY CONTROL
 DK0256
 DK0256  NGVD 29 (??/??/??)   33.544  (m)          110.05   (f) ADJUSTED    2 0
 DK0256
 DK0256.Superseded values are not recommended for survey control.
 DK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0256.See file dsdata.txt to determine how the superseded data were derived.
 DK0256
 DK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS504549(NAD 83)
 DK0256_MARKER: DZ = AZIMUTH MARK DISK
 DK0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0256_STAMPING: AZ 49-11 1960
 DK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0256+STABILITY: SURFACE MOTION
 DK0256
 DK0256  HISTORY     - Date     Condition        Report By
 DK0256  HISTORY     - 1960     MONUMENTED       MSHD
 DK0256  HISTORY     - 1972     GOOD             MSHD
 DK0256
 DK0256                          STATION DESCRIPTION
 DK0256
 DK0256'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0256'1.5 MI N FROM EDEN.
 DK0256'THE MARK IS LOCATED 1.5 MILES NORTH OF EDEN NEAR THE WEST ROW OF OLD
 DK0256'U.S. HIGHWAY 49, 5.1 MILES SOUTH OF THORNTON, 0.1 MILE NORTH OF THE
 DK0256'YAZOO-HOLMES COUNTY LINE IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF
 DK0256'SECTION 5, T 13N, R 1W.  IT IS 63 FEET WEST OF THE CENTER OF THE OLD
 DK0256'HIGHWAY, 50 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A WOODEN
 DK0256'BRIDGE, 126 FEET SOUTH OF A POWER POLE, 6 FEET WEST OF A ROW OF POLES,
 DK0256'34 FEET NORTH-NORTHEAST OF THE EDGE OF A CREEK BANK, 2 FEET WEST OF A
 DK0256'METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 DK0256'ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DK0256'GROUND.  TO REACH FROM THE STATE HIGHWAY 3 OVERPASS ABOUT 3 MILES
 DK0256'NORTH OF YAZOO CITY GO NORTH ON U.S. HIGHWAY 49E FOR 8.5 MILES TO THE
 DK0256'CROSSROAD AT EDEN.  CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 1.2 MILES
 DK0256'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON OLD U.S.
 DK0256'HIGHWAY 49 FOR 0.4 MILE TO THE NORTH END OF A WOODEN BRIDGE AND THE
 DK0256'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0257 ***********************************************************************
 DK0257  DESIGNATION -  49 11 RM 1
 DK0257  PID         -  DK0257
 DK0257  STATE/COUNTY-  MS/YAZOO
 DK0257  USGS QUAD   -  THORNTON (1982)
 DK0257
 DK0257                         *CURRENT SURVEY CONTROL
 DK0257  ___________________________________________________________________
 DK0257* NAD 83(1986)-  33 00 00.     (N)    090 19 08.     (W)     SCALED    
 DK0257* NAVD 88     -        36.38   (+/-2cm)     119.4    (feet)  VERTCON   
 DK0257  ___________________________________________________________________
 DK0257  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DK0257  VERT ORDER  -  ? (See Below)
 DK0257
 DK0257.The horizontal coordinates were scaled from a topographic map and have
 DK0257.an estimated accuracy of +/- 6 seconds.
 DK0257
 DK0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0257.The vertical order pertains to the NGVD 29 superseded value.
 DK0257
 DK0257.The geoid height was determined by GEOID03.
 DK0257
 DK0257;                    North         East    Units  Estimated Accuracy
 DK0257;SPC MS W     -   388,040.      701,350.      MT  (+/- 180 meters Scaled)
 DK0257
 DK0257                          SUPERSEDED SURVEY CONTROL
 DK0257
 DK0257  NGVD 29 (??/??/??)   36.440  (m)          119.55   (f) ADJUSTED    ?  
 DK0257
 DK0257.Superseded values are not recommended for survey control.
 DK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0257.See file dsdata.txt to determine how the superseded data were derived.
 DK0257
 DK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS504544(NAD 83)
 DK0257_MARKER: DR = REFERENCE MARK DISK
 DK0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0257_STAMPING: 49-11 RM-1 (1960)
 DK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0257+STABILITY: SURFACE MOTION
 DK0257
 DK0257  HISTORY     - Date     Condition        Report By
 DK0257  HISTORY     - 1960     MONUMENTED       MSHD
 DK0257  HISTORY     - 1966     GOOD             MSHD
 DK0257
 DK0257                          STATION DESCRIPTION
 DK0257
 DK0257'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0257'14.55 MI NE FROM YAZOO CITY.
 DK0257'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 DK0257'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 DK0257'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 DK0257'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 DK0257'HIGHWAY 49 EAST FOR 8.4 MILES TO A CROSSROADS, CONTINUE NORTH ON
 DK0257'HIGHWAY 49 EAST FOR 1.15 MILES TO THE MARK ON THE RIGHT ON THE LEVEE
 DK0257'AS DESCRIBED.  IT IS 161 FEET NORTH OF TELEPHONE POLE NO. 34, 146 FEET
 DK0257'SOUTH-SOUTHEAST OF A POWER POLE, 87 FEET EAST OF THE CENTER OF HIGHWAY
 DK0257'49 EAST, AND 6 FEET WEST OF THE CENTER OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0258 ***********************************************************************
 DK0258  DESIGNATION -  49 11 RM 2
 DK0258  PID         -  DK0258
 DK0258  STATE/COUNTY-  MS/YAZOO
 DK0258  USGS QUAD   -  THORNTON (1982)
 DK0258
 DK0258                         *CURRENT SURVEY CONTROL
 DK0258  ___________________________________________________________________
 DK0258* NAD 83(1986)-  33 00 04.     (N)    090 19 09.     (W)     SCALED    
 DK0258* NAVD 88     -        33.45   (+/-2cm)     109.7    (feet)  VERTCON   
 DK0258  ___________________________________________________________________
 DK0258  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DK0258  VERT ORDER  -  ? (See Below)
 DK0258
 DK0258.The horizontal coordinates were scaled from a topographic map and have
 DK0258.an estimated accuracy of +/- 6 seconds.
 DK0258
 DK0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0258.The vertical order pertains to the NGVD 29 superseded value.
 DK0258
 DK0258.The geoid height was determined by GEOID03.
 DK0258
 DK0258;                    North         East    Units  Estimated Accuracy
 DK0258;SPC MS W     -   388,160.      701,320.      MT  (+/- 180 meters Scaled)
 DK0258
 DK0258                          SUPERSEDED SURVEY CONTROL
 DK0258
 DK0258  NGVD 29 (??/??/??)   33.511  (m)          109.94   (f) ADJUSTED    ?  
 DK0258
 DK0258.Superseded values are not recommended for survey control.
 DK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0258.See file dsdata.txt to determine how the superseded data were derived.
 DK0258
 DK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS504546(NAD 83)
 DK0258_MARKER: DR = REFERENCE MARK DISK
 DK0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0258_STAMPING: 49-11 RM-2 (1960)
 DK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0258+STABILITY: SURFACE MOTION
 DK0258
 DK0258  HISTORY     - Date     Condition        Report By
 DK0258  HISTORY     - 1960     MONUMENTED       MSHD
 DK0258  HISTORY     - 1966     GOOD             MSHD
 DK0258
 DK0258                          STATION DESCRIPTION
 DK0258
 DK0258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0258'14.55 MI NE FROM YAZOO CITY.
 DK0258'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 DK0258'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 DK0258'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 DK0258'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 DK0258'HIGHWAY 49 EAST FOR 8.4 MILES TO A CROSSROADS, CONTINUE NORTH ON
 DK0258'HIGHWAY 49 EAST FOR 1.15 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 DK0258'IT IS 60 FEET EAST OF THE CENTER OF HIGHWAY 49 EAST AND 1.4 FEET
 DK0258'SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1810 ***********************************************************************
 DK1810  DESIGNATION -  49 12 2 RESET
 DK1810  PID         -  DK1810
 DK1810  STATE/COUNTY-  MS/HOLMES
 DK1810  USGS QUAD   -  TCHULA (1982)
 DK1810
 DK1810                         *CURRENT SURVEY CONTROL
 DK1810  ___________________________________________________________________
 DK1810* NAD 83(1993)-  33 11 58.49856(N)    090 13 32.75594(W)     ADJUSTED  
 DK1810* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 DK1810  ___________________________________________________________________
 DK1810  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DK1810  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DK1810  HORZ ORDER  -  SECOND
 DK1810
 DK1810.The horizontal coordinates were established by classical geodetic methods
 DK1810.and adjusted by the National Geodetic Survey in May 1994.
 DK1810
 DK1810.The orthometric height was scaled from a topographic map.
 DK1810
 DK1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1810
 DK1810.The geoid height was determined by GEOID03.
 DK1810
 DK1810;                    North         East     Units Scale Factor Converg.
 DK1810;SPC MS W     -   410,178.404   710,029.363   MT  0.99995124   +0 03 32.0
 DK1810;SPC MS W     - 1,345,726.98  2,329,488.00   sFT  0.99995124   +0 03 32.0
 DK1810;UTM  15      - 3,676,842.940   758,613.138   MT  1.00042468   +1 31 11.6
 DK1810
 DK1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1810!SPC MS W     -   0.99999873  x   0.99995124  =   0.99994997
 DK1810!UTM  15      -   0.99999873  x   1.00042468  =   1.00042341
 DK1810
 DK1810:                Primary Azimuth Mark                     Grid Az
 DK1810:SPC MS W     -  49 12                                    161 09 40.7
 DK1810:UTM  15      -  49 12                                    159 42 01.1
 DK1810
 DK1810|---------------------------------------------------------------------|
 DK1810| PID    Reference Object                     Distance      Geod. Az  |
 DK1810|                                                           dddmmss.s |
 DK1810| DK0284 49 12                               APPROX. 0.6 KM 1611312.7 |
 DK1810| DK1806 TCHULA MUNICIPAL TANK               APPROX. 1.5 KM 1715330.3 |
 DK1810| AI3745 49 12 2 RM 3                         12.342 METERS 26953     |
 DK1810| AI3746 49 12 2 RM 4                         25.505 METERS 33618     |
 DK1810|---------------------------------------------------------------------|
 DK1810
 DK1810                          SUPERSEDED SURVEY CONTROL
 DK1810
 DK1810  NAD 83(1986)-  33 11 58.51021(N)    090 13 32.75224(W) AD(       ) 2
 DK1810  NAD 27      -  33 11 58.05714(N)    090 13 32.44204(W) AD(       ) 2
 DK1810
 DK1810.Superseded values are not recommended for survey control.
 DK1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1810.See file dsdata.txt to determine how the superseded data were derived.
 DK1810
 DK1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5861376843(NAD 83)
 DK1810_MARKER: DD = SURVEY DISK
 DK1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1810_STAMPING: 49 12 2 1973 1985
 DK1810_MARK LOGO: MSHD  
 DK1810_PROJECTION: FLUSH
 DK1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1810+STABILITY: SURFACE MOTION
 DK1810
 DK1810  HISTORY     - Date     Condition        Report By
 DK1810  HISTORY     - 1985     MONUMENTED       NGS
 DK1810
 DK1810                          STATION DESCRIPTION
 DK1810
 DK1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 DK1810'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 DK1810'SURFACE MARK WAS FOUND ON ITS SIDE.  THE REFERENCE MARK WERE NOT FOUND
 DK1810'AND ARE BELIEVED DESTROYED.  THE STATION SURFACE MARK WAS RESET OVER
 DK1810'THE UNDERGROUND MARK AND NEW REFERENCE MARKS NO 5 AND NO 6 WERE
 DK1810'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 DK1810'TO REACH FROM THE MERCHANTS AND PLANTERS BANK IN TCHULA, GO EAST FOR
 DK1810'0.15 MI (0.24 KM) TO JUNCTION OF US HIGHWAY 49E, TURN LEFT AND GO
 DK1810'NORTH ON HIGHWAY 49E FOR 1.25 MI (2.01 KM) TO THE STATION ON THE LEFT.
 DK1810'STATION MARK IS A MSHD SURVEY DISK STAMPED-49 12 2 1973 1985-, SET IN
 DK1810'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 48.78 M
 DK1810'(160.04 FT) SOUTH OF THE CENTER OF A PAVED SIDEROAD LEADING WEST,
 DK1810'38.10 M (125.00 FT) SOUTH OF POWER POLE NO P-5, 25.30 M (83.01 FT)
 DK1810'NORTH OF POWER POLE NO P-4, 17.68 M (58.01 FT) EAST OF THE EAST RAIL
 DK1810'OF SPUR TRACK AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND
 DK1810'SIGN.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--49-12 2 NO
 DK1810'5 1985--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 DK1810'IT IS 17.37 M (56.99 FT) WEST OF THE CENTER OF HIGHWAY 49E, 15.24 M
 DK1810'(50.00 FT) EAST OF THE EAST RAIL OF SPUR TRACK, 0.61 M (2.00 FT) WEST
 DK1810'OF POWER POLE NO P-4 AND 0.30 M (0.98 FT) NORTH OF A CARSONITE WITNESS
 DK1810'POST.  REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED --49 12 2 NO
 DK1810'6 1985--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 DK1810'IT IS 27.13 M (89.01 FT) NORTH NORTHWEST OF POWER POLE NO P-4, 26.67 M
 DK1810'(87.50 FT) WEST OF THE CENTER OF HIGHWAY 49E, 6.00 M (19.68 FT) EAST
 DK1810'OF THE EAST RAIL OF SPUR TRACK AND 0.30 M (0.98 FT) EAST OF A
 DK1810'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0290 ***********************************************************************
 DK0290  DESIGNATION -  49 13
 DK0290  PID         -  DK0290
 DK0290  STATE/COUNTY-  MS/HOLMES
 DK0290  USGS QUAD   -  TCHULA (1982)
 DK0290
 DK0290                         *CURRENT SURVEY CONTROL
 DK0290  ___________________________________________________________________
 DK0290* NAD 83(1993)-  33 12 34.35968(N)    090 13 29.20721(W)     ADJUSTED  
 DK0290* NAVD 88     -        36.066  (meters)     118.33   (feet)  ADJUSTED  
 DK0290  ___________________________________________________________________
 DK0290  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DK0290  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DK0290  DYNAMIC HT  -          36.027 (meters)     118.20  (feet)  COMP
 DK0290  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DK0290
 DK0290  HORZ ORDER  -  SECOND
 DK0290  VERT ORDER  -  SECOND    CLASS 0
 DK0290
 DK0290.The horizontal coordinates were established by classical geodetic methods
 DK0290.and adjusted by the National Geodetic Survey in May 1994.
 DK0290
 DK0290.The orthometric height was determined by differential leveling
 DK0290.and adjusted in June 1991.
 DK0290
 DK0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0290
 DK0290.The geoid height was determined by GEOID03.
 DK0290
 DK0290.The dynamic height is computed by dividing the NAVD 88
 DK0290.geopotential number by the normal gravity value computed on the
 DK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0290.degrees latitude (g = 980.6199 gals.).
 DK0290
 DK0290.The modeled gravity was interpolated from observed gravity values.
 DK0290
 DK0290;                    North         East     Units Scale Factor Converg.
 DK0290;SPC MS W     -   411,283.247   710,120.127   MT  0.99995126   +0 03 34.0
 DK0290;SPC MS W     - 1,349,351.79  2,329,785.78   sFT  0.99995126   +0 03 34.0
 DK0290;UTM  15      - 3,677,950.263   758,675.729   MT  1.00042508   +1 31 15.0
 DK0290
 DK0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0290!SPC MS W     -   0.99999855  x   0.99995126  =   0.99994981
 DK0290!UTM  15      -   0.99999855  x   1.00042508  =   1.00042363
 DK0290
 DK0290|---------------------------------------------------------------------|
 DK0290| PID    Reference Object                     Distance      Geod. Az  |
 DK0290|                                                           dddmmss.s |
 DK0290| DK0291 49 13 RM 1                           19.434 METERS 11348     |
 DK0290| DK1806 TCHULA MUNICIPAL TANK               APPROX. 2.6 KM 1772549.7 |
 DK0290| DK0289 49 13 AZ MK                                        1922111.0 |
 DK0290| DK0292 49 13 RM 2                           25.926 METERS 21006     |
 DK0290|---------------------------------------------------------------------|
 DK0290
 DK0290                          SUPERSEDED SURVEY CONTROL
 DK0290
 DK0290  NAD 83(1986)-  33 12 34.37128(N)    090 13 29.20351(W) AD(       ) 2
 DK0290  NAD 27      -  33 12 33.91930(N)    090 13 28.89400(W) AD(       ) 2
 DK0290  NGVD 29 (??/??/??)   36.137  (m)          118.56   (f) ADJUSTED    2 0
 DK0290
 DK0290.Superseded values are not recommended for survey control.
 DK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0290.See file dsdata.txt to determine how the superseded data were derived.
 DK0290
 DK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5867677950(NAD 83)
 DK0290_MARKER: DD = SURVEY DISK
 DK0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0290_STAMPING: 49-13 1960
 DK0290_MARK LOGO: MSHD  
 DK0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0290+STABILITY: SURFACE MOTION
 DK0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0290+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1985
 DK0290
 DK0290  HISTORY     - Date     Condition        Report By
 DK0290  HISTORY     - 1960     MONUMENTED       MSHD
 DK0290  HISTORY     - 1972     GOOD             MSHD
 DK0290  HISTORY     - 1972     GOOD             MSHD
 DK0290  HISTORY     - 19850607 GOOD             NGS
 DK0290
 DK0290                          STATION DESCRIPTION
 DK0290
 DK0290'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0290'STATION IS 2 MILES NORTH OF TCHULA ALONG U.S. HIGHWAY 49
 DK0290'E IN THE NORTHWEST CORNER OF SECTION 32, T 16 N, R 1 E,
 DK0290'ON PROPERTY OWNED BY JOHN EDGAR HAYES.
 DK0290'
 DK0290'TO REACH FROM THE MERCHANTS AND PLANTERS BANK IN TCHULA,
 DK0290'GO EAST AND SOUTHEAST FOR 0.05 MILE TO INTERSECTION, TURN
 DK0290'LEFT, EAST AND CROSS RAILROAD TRACKS ABOUT 200 FEET TO JUNCTION
 DK0290'OF HIGHWAY 49 E.  TURN LEFT, NORTH, ON HIGHWAY 49 E FOR
 DK0290'1.65 MILES TO THE AZIMUTH ON THE LEFT, CONTINUE NORTH 0.3
 DK0290'MILE TO A SIDE ROAD LEFT AND A DRIVEWAY AND THE HAYES HOME
 DK0290'ON THE RIGHT.  TURN RIGHT AND FOLLOW DRIVEWAY TO THE REAR
 DK0290'OF HOUSE AND STATION AS DESCRIBED.
 DK0290'
 DK0290'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 DK0290'OF 11-INCH SQUARE CONCRETE POSTS.
 DK0290'
 DK0290'STATION MARKS ARE STAMPED STA 49-13 1960, AND THE SURFACE
 DK0290'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS 87.6 FEET
 DK0290'NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL HANGAR AND
 DK0290'IMPLEMENT BARN, 484 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 DK0290'CORNER OF A SMALL SHED, 42 FEET NORTH OF THE APPROXIMATE
 DK0290'CENTER OF THE LOOP FORMED BY THE DRIVEWAY, 13 FEET EAST
 DK0290'OF A FENCE CORNER.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 DK0290'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 DK0290'
 DK0290'REFERENCE MARK NO. 1, STAMPED 49-13 RM-1 1960, IS FLUSH
 DK0290'WITH THE GROUND SURFACE.  IT IS 63 FEET SOUTHEAST OF THE
 DK0290'SOUTHEAST CORNER OF THE SHED, 10.6 FEET WEST OF THE NORTHWEST
 DK0290'CORNER OF THE HANGAR AND 2.2 FEET WEST OF A POWER LINE POLE.
 DK0290'
 DK0290'REFERENCE MARK NO. 2, STAMPED 49-13 RM-2 1960, IS FLUSH WITH
 DK0290'THE GROUND SURFACE.  IT IS 74.6 FEET SOUTHEAST OF THE EAST
 DK0290'CORNER OF A GARAGE, 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK0290'OF THE HANGAR, 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 DK0290'LOOP FORMED BY THE DRIVEWAY AND 1.6 FEET SOUTHWEST OF A
 DK0290'POWERLINE POLE.
 DK0290'
 DK0290'AZIMUTH MARK, STAMPED 49-13 AZ 1960, IS FLUSH WITH THE GROUND
 DK0290'SURFACE. IT IS 80.4 FEET WEST OF THE CENTER LINE OF HIGHWAY 49 E,
 DK0290'432 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK, 2.5 FEET
 DK0290'NORTHEAST OF A TELEPHONE LINE POLE AND 2 FEET SOUTHWEST
 DK0290'OF A METAL WITNESS POST.
 DK0290'
 DK0290'HEIGHT OF LIGHT ABOVE STATION 5.23 FT.
 DK0290
 DK0290                          STATION RECOVERY (1972)
 DK0290
 DK0290'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK0290'THE STATION WAS VISITED 10-19-72 AND THE STATION MARK, RM NO 1, RM NO
 DK0290'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DK0290'MARK IS VISIBLE FROM THE STATION.
 DK0290'
 DK0290'THE STATION IS LOCATED 1.9 MILES NORTH OF TCHULA ABOUT 100 YARDS EAST
 DK0290'OF U.S. HIGHWAY 49E JUST SOUTH OF A SMALL LANDING STRIP JUST WEST
 DK0290'OF A LARGE METAL IMPLEMENT SHED ON THE PROPERTY OF MR. OLIVA NIXON
 DK0290'IN THE NORTHWEST 1/4 OF SECTION 32, T 16N, R 1E.  IT IS 127 FEET
 DK0290'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE FRAME HOUSE, 42 FEET
 DK0290'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 74
 DK0290'FEET WEST OF THE NORTHWEST CORNER OF A LARGE METAL IMPLIMENT
 DK0290'SHED, 65.5 FEET WEST OF A POWER POLE WITH A LAMP ON IT, 37 FEET
 DK0290'NORTHEAST OF THE CENTER OF A CIRCULAR DRIVEWAY, 45.5 FEET SOUTH OF
 DK0290'THE SOUTHWEST CORNER OF A SMALL SHED AND 13 FEET EAST OF
 DK0290'THE SOUTHEAST CORNER OF A FENCE AROUND A DOG PEN.
 DK0290'
 DK0290'IT IS A MSHD DISK, STAMPED STA 49-13 1960 1 INCH BELOW THE
 DK0290'GROUND.
 DK0290'
 DK0290'REFERENCE MARK NO 1 IS 63.76 FEET EAST-SOUTHEAST OF THE STATION.  IT
 DK0290'IS 11 FEET WEST OF THE NORTHWEST CORNER OF A LARGE METAL IMPLIMENT
 DK0290'SHED, 179 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 DK0290'FRAME HOUSE, 63.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DK0290'SMALL SHED, 1.5 FEET WEST OF A POWER POLE WITH A LAMP ON IT AND 1
 DK0290'FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 DK0290'STAMPED 49-13 RM-1 1960 FLUSH.
 DK0290'
 DK0290'REFERENCE MARK NO 2 IS 85.06 FEET SOUTH-SOUTHWEST OF THE STATION.  IT
 DK0290'IS 78.5 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE FRAME HOUSE, 70
 DK0290'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE METAL IMPLIMENT
 DK0290'SHED, 61 FEET NORTHEAST OF A POWER POLE, 113 FEET SOUTHWEST OF A
 DK0290'POWER POLE WITH A LAMP, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK0290'A GARAGE, 24 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DK0290'SMALL FRAME SQUARE BUILDING, 86 FEET SOUTHEAST OF THE NORTHEAST
 DK0290'CORNER OF THE FRAME HOUSE AND 5.5 FEET NORTH OF THE PROJECTED
 DK0290'PLANE OF THE SOUTH WALL OF THE HOUSE.  IT IS A MSHD MARK DISK,
 DK0290'STAMPED 49-13 RM-2 1960 2 INCHES BELOW THE GROUND.
 DK0290'
 DK0290'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 111.78 FEET.
 DK0290'
 DK0290'THE AZIMUTH MARK IS 0.3 MILES SOUTH OF THE STATION.  IT IS 80 FEET
 DK0290'WEST OF THE CENTER OF HIGHWAY 49, 41 FEET EAST OF THE EAST RAIL,
 DK0290'184 FEET NORTH-NORTHWEST OF THE WEST POST OF YAZOO MOTEL SIGN, 2
 DK0290'FEET NORTHEAST OF A TELEPHONE POLE AND 2 FEET SOUTHWEST OF A METAL
 DK0290'WITNESS POST.  IT IS A MSHD DISK, STAMPED 49-13 AZ 1960 FLUSH.
 DK0290'
 DK0290'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK0290'HIGHWAY 12 IN TCHULA GO NORTH ON U.S. HIGHWAY 49 FOR 1.9 MILES TO
 DK0290'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 49
 DK0290'FOR 0.3 MILES TO A SIDE ROAD LEFT AND A LARGE FRAME HOUSE AND THE
 DK0290'STATION ON THE RIGHT.
 DK0290'
 DK0290'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES NORTH
 DK0290'OF TCHULA.
 DK0290
 DK0290                          STATION RECOVERY (1972)
 DK0290
 DK0290'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0290'1.9 MI N FROM TCHULA.
 DK0290'THE MARK IS LOCATED 1.9 MILES NORTH OF TCHULA ABOUT 100 YARDS EAST OF
 DK0290'U.S. HIGHWAY 49E JUST SOUTH OF A SMALL LANDING STRIP JUST WEST OF A
 DK0290'LARGE METAL IMPLEMENT SHED OWNED BY MR. OLIVA NIXON IN THE NORTHWEST
 DK0290'1/4 OF SECTION 32, T 16N, R 1E.  IT IS 127 FEET NORTHEAST OF THE
 DK0290'NORTHEAST CORNER OF A LARGE FRAME HOUSE, 42 FEET NORTH OF THE
 DK0290'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 74 FEET WEST OF THE
 DK0290'NORTHWEST CORNER OF A LARGE METAL IMPLEMENT SHED, 65.5 FEET WEST OF A
 DK0290'POWER POLE WITH A LAMP ON IT, 37 FEET NORTHEAST OF THE CENTER OF A
 DK0290'CIRCULAR DRIVEWAY, 45.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 DK0290'SHED, 13 FEET EAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A DOG PEN
 DK0290'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST 1 INCH BELOW THE
 DK0290'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK0290'HIGHWAY 12 IN TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 2.2 MILES TO A
 DK0290'SIDE ROAD LEFT AND A LARGE FRAME HOUSE AND THE MARK ON THE RIGHT.
 DK0290
 DK0290                          STATION RECOVERY (1985)
 DK0290
 DK0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (DDR)
 DK0290'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0289 ***********************************************************************
 DK0289  DESIGNATION -  49 13 AZ MK
 DK0289  PID         -  DK0289
 DK0289  STATE/COUNTY-  MS/HOLMES
 DK0289  USGS QUAD   -  TCHULA (1982)
 DK0289
 DK0289                         *CURRENT SURVEY CONTROL
 DK0289  ___________________________________________________________________
 DK0289* NAD 83(1986)-  33 12 19.     (N)    090 13 32.     (W)     SCALED    
 DK0289* NAVD 88     -        35.713  (meters)     117.17   (feet)  ADJUSTED  
 DK0289  ___________________________________________________________________
 DK0289  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DK0289  DYNAMIC HT  -          35.675 (meters)     117.04  (feet)  COMP
 DK0289  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DK0289
 DK0289  VERT ORDER  -  SECOND    CLASS 0
 DK0289
 DK0289.The horizontal coordinates were scaled from a topographic map and have
 DK0289.an estimated accuracy of +/- 6 seconds.
 DK0289
 DK0289.The orthometric height was determined by differential leveling
 DK0289.and adjusted in June 1991.
 DK0289
 DK0289.The geoid height was determined by GEOID03.
 DK0289
 DK0289.The dynamic height is computed by dividing the NAVD 88
 DK0289.geopotential number by the normal gravity value computed on the
 DK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0289.degrees latitude (g = 980.6199 gals.).
 DK0289
 DK0289.The modeled gravity was interpolated from observed gravity values.
 DK0289
 DK0289;                    North         East    Units  Estimated Accuracy
 DK0289;SPC MS W     -   410,810.      710,050.      MT  (+/- 180 meters Scaled)
 DK0289
 DK0289                          SUPERSEDED SURVEY CONTROL
 DK0289
 DK0289  NGVD 29 (??/??/??)   35.784  (m)          117.40   (f) ADJUSTED    2 0
 DK0289
 DK0289.Superseded values are not recommended for survey control.
 DK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0289.See file dsdata.txt to determine how the superseded data were derived.
 DK0289
 DK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS586774(NAD 83)
 DK0289_MARKER: DZ = AZIMUTH MARK DISK
 DK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0289_STAMPING: 49-13 AZ 1960
 DK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0289+STABILITY: SURFACE MOTION
 DK0289
 DK0289  HISTORY     - Date     Condition        Report By
 DK0289  HISTORY     - 1960     MONUMENTED       MSHD
 DK0289  HISTORY     - 1972     GOOD             MSHD
 DK0289
 DK0289                          STATION DESCRIPTION
 DK0289
 DK0289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0289'1.6 MI N FROM TCHULA.
 DK0289'THE MARK IS LOCATED 1.6 MILES NORTH OF TCHULA ON THE EAST ROW OF THE
 DK0289'ILLINOIS CENTRAL RAILROAD TRACK NEAR THE CENTER OF THE WEST SIDE OF
 DK0289'SECTION 32, T 16N, R 1E.  IT IS 80 FEET WEST OF THE CENTER OF HIGHWAY
 DK0289'49, 41 FEET EAST OF THE EAST RAIL, 184 FEET NORTH-NORTHWEST OF THE
 DK0289'WEST POST OF THE YAZOO MOTEL SIGN, 2 FEET NORTHEAST OF A TELEPHONE
 DK0289'POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 10
 DK0289'INCH SQUARE CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK
 DK0289'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S.
 DK0289'HIGHWAY 49E AND STATE HIGHWAY 12 IN TCHULA GO NORTH ON U.S. HIGHWAY
 DK0289'49E FOR 1.9 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0291 ***********************************************************************
 DK0291  DESIGNATION -  49 13 RM 1
 DK0291  PID         -  DK0291
 DK0291  STATE/COUNTY-  MS/HOLMES
 DK0291  USGS QUAD   -  TCHULA (1982)
 DK0291
 DK0291                         *CURRENT SURVEY CONTROL
 DK0291  ___________________________________________________________________
 DK0291* NAD 83(1986)-  33 12 36.     (N)    090 13 30.     (W)     SCALED    
 DK0291* NAVD 88     -        36.12   (+/-2cm)     118.5    (feet)  VERTCON   
 DK0291  ___________________________________________________________________
 DK0291  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DK0291  VERT ORDER  -  ? (See Below)
 DK0291
 DK0291.The horizontal coordinates were scaled from a topographic map and have
 DK0291.an estimated accuracy of +/- 6 seconds.
 DK0291
 DK0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0291.The vertical order pertains to the NGVD 29 superseded value.
 DK0291
 DK0291.The geoid height was determined by GEOID03.
 DK0291
 DK0291;                    North         East    Units  Estimated Accuracy
 DK0291;SPC MS W     -   411,330.      710,100.      MT  (+/- 180 meters Scaled)
 DK0291
 DK0291                          SUPERSEDED SURVEY CONTROL
 DK0291
 DK0291  NGVD 29 (??/??/??)   36.193  (m)          118.74   (f) ADJUSTED    ?  
 DK0291
 DK0291.Superseded values are not recommended for survey control.
 DK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0291.See file dsdata.txt to determine how the superseded data were derived.
 DK0291
 DK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS586780(NAD 83)
 DK0291_MARKER: DR = REFERENCE MARK DISK
 DK0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0291_STAMPING: 49-13 RM-1 1960
 DK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0291+STABILITY: SURFACE MOTION
 DK0291
 DK0291  HISTORY     - Date     Condition        Report By
 DK0291  HISTORY     - 1960     MONUMENTED       MSHD
 DK0291  HISTORY     - 1972     GOOD             MSHD
 DK0291
 DK0291                          STATION DESCRIPTION
 DK0291
 DK0291'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0291'1.9 MI N FROM TCHULA.
 DK0291'THE MARK IS LOCATED 2.2 MILES NORTH OF TCHULA ABOUT 325 YARDS EAST OF
 DK0291'U.S. HIGHWAY 49 JUST SOUTH OF A SMALL LANDING STRIP NEAR THE NORTHWEST
 DK0291'CORNER OF A LARGE METAL IMPLEMENT SHED ON THE PROPERTY OF MR. OLIVA
 DK0291'NIXON IN THE NORTHWEST 1/4 OF SECTION 32, T 16N, R 1E.  IT IS 63.72
 DK0291'FEET EAST-SOUTHEAST OF THE STATION, 11 FEET WEST OF THE WEST CORNER OF
 DK0291'A LARGE METAL IMPLEMENT SHED, 179 FEET EAST-NORTHEAST OF THE NORTHEAST
 DK0291'CORNER OF A LARGE FRAME HOUSE, 63.5 FEET SOUTHEAST OF THE SOUTHEAST
 DK0291'CORNER OF A SMALL SHED, 1.5 FEET WEST OF A POWER POLE WITH A LAMP ON
 DK0291'IT, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH
 DK0291'SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 DK0291'JUNCTION OF U.S. HIGHWAY 49E AND STATE HIGHWAY 12 IN TCHULA GO NORTH
 DK0291'ON U.S. HIGHWAY 49E FOR 2.2 MILES TO A SIDE ROAD LEFT AND A LARGE
 DK0291'FRAME HOUSE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0292 ***********************************************************************
 DK0292  DESIGNATION -  49 13 RM 2
 DK0292  PID         -  DK0292
 DK0292  STATE/COUNTY-  MS/HOLMES
 DK0292  USGS QUAD   -  TCHULA (1982)
 DK0292
 DK0292                         *CURRENT SURVEY CONTROL
 DK0292  ___________________________________________________________________
 DK0292* NAD 83(1986)-  33 12 36.     (N)    090 13 29.     (W)     SCALED    
 DK0292* NAVD 88     -        36.08   (+/-2cm)     118.4    (feet)  VERTCON   
 DK0292  ___________________________________________________________________
 DK0292  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DK0292  VERT ORDER  -  ? (See Below)
 DK0292
 DK0292.The horizontal coordinates were scaled from a topographic map and have
 DK0292.an estimated accuracy of +/- 6 seconds.
 DK0292
 DK0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0292.The vertical order pertains to the NGVD 29 superseded value.
 DK0292
 DK0292.The geoid height was determined by GEOID03.
 DK0292
 DK0292;                    North         East    Units  Estimated Accuracy
 DK0292;SPC MS W     -   411,330.      710,130.      MT  (+/- 180 meters Scaled)
 DK0292
 DK0292                          SUPERSEDED SURVEY CONTROL
 DK0292
 DK0292  NGVD 29 (??/??/??)   36.157  (m)          118.63   (f) ADJUSTED    ?  
 DK0292
 DK0292.Superseded values are not recommended for survey control.
 DK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0292.See file dsdata.txt to determine how the superseded data were derived.
 DK0292
 DK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS586780(NAD 83)
 DK0292_MARKER: DR = REFERENCE MARK DISK
 DK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0292_STAMPING: 49-13 RM-2 1960
 DK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0292+STABILITY: SURFACE MOTION
 DK0292
 DK0292  HISTORY     - Date     Condition        Report By
 DK0292  HISTORY     - 1960     MONUMENTED       MSHD
 DK0292  HISTORY     - 1972     GOOD             MSHD
 DK0292
 DK0292                          STATION DESCRIPTION
 DK0292
 DK0292'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0292'1.9 MI N FROM TCHULA.
 DK0292'THE MARK IS LOCATED 1.9 MILES NORTH OF TCHULA ABOUT 275 YARDS EAST OF
 DK0292'HIGHWAY 49 JUST SOUTH OF A SMALL LANDING STRIP JUST EAST OF A LARGE
 DK0292'FRAME HOUSE AND JUST WEST OF A LARGE IMPLEMENT SHED ON THE PROPERTY OF
 DK0292'MR. OLIVA NIXON IN THE NORTHWEST 1/4 OF SECTION 32, T 16N, R 1E. IT IS
 DK0292'85.06 FEET SOUTH-SOUTHWEST OF THE STATION, 78.5 FEET EAST OF THE
 DK0292'SOUTHEAST CORNER OF A LARGE FRAME HOUSE, 86 FEET SOUTHEAST OF THE
 DK0292'NORTHEAST CORNER OF A LARGE FRAME HOUSE, 86 FEET SOUTHEAST OF THE
 DK0292'NORTHEAST CORNER OF THE HOUSE, 5.5 FEET NORTH OF THE PROJECTED PLANE
 DK0292'OF THE SOUTH WALL OF THE HOUSE, 61 FEET NORTHEAST OF A POWER POLE, 113
 DK0292'FEET SOUTHWEST OF A POWER POLE WITH A LAMP ON IT, 70 FEET SOUTHWEST OF
 DK0292'THE SOUTHWEST CORNER OF A LARGE METAL EMPLIMENT SHED, 75 FEET
 DK0292'SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 24 FEET EAST-NORTHEAST
 DK0292'OF THE NORTHEAST CORNER OF A SMALL SQUARE FRAME BUILDING SET IN THE
 DK0292'TOP OF A 10 INCH SQUARE CONCRETE POST 2 INCHES BELOW THE GROUND. TO
 DK0292'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE HIGHWAY 12 IN
 DK0292'TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 2.2 MILES TO A SIDE ROAD LEFT
 DK0292'AND A LARGE FRAME HOUSE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0302 ***********************************************************************
 DK0302  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0302  CBN         -  This is a Cooperative Base Network Control Station.
 DK0302  DESIGNATION -  49 14
 DK0302  PID         -  DK0302
 DK0302  STATE/COUNTY-  MS/HOLMES
 DK0302  USGS QUAD   -  CRUGER (1982)
 DK0302
 DK0302                         *CURRENT SURVEY CONTROL
 DK0302  ___________________________________________________________________
 DK0302* NAD 83(2007)-  33 19 55.88109(N)    090 14 21.80572(W)     ADJUSTED  
 DK0302* NAVD 88     -        36.43   (meters)     119.5    (feet)  GPS OBS   
 DK0302  ___________________________________________________________________
 DK0302  EPOCH DATE  -        2002.00
 DK0302  X           -     -22,287.568 (meters)                     COMP
 DK0302  Y           -  -5,334,281.225 (meters)                     COMP
 DK0302  Z           -   3,484,804.188 (meters)                     COMP
 DK0302  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DK0302  ELLIP HEIGHT-           9.795 (meters)          (02/15/08) ADJUSTED
 DK0302  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK0302  HORZ ORDER  -  FIRST
 DK0302  ELLP ORDER  -  FOURTH    CLASS II
 DK0302
 DK0302.The horizontal coordinates were established by GPS observations
 DK0302.and adjusted by the EMC INCORPORATED in February 2008.
 DK0302
 DK0302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0302.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0302.The horizontal coordinates are valid at the epoch date displayed above.
 DK0302.The epoch date for horizontal control is a decimal equivalence
 DK0302.of Year/Month/Day.
 DK0302
 DK0302.The orthometric height was determined by GPS observations and a
 DK0302.high-resolution geoid model.
 DK0302.The orthometric height was determined by GPS observations and a
 DK0302.high-resolution geoid model using precise GPS observation and
 DK0302.processing techniques. It supersedes the leveled height previously
 DK0302.determined for this station.
 DK0302
 DK0302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0302
 DK0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0302
 DK0302.The ellipsoidal height was determined by GPS observations
 DK0302.and is referenced to NAD 83.
 DK0302
 DK0302.The geoid height was determined by GEOID03.
 DK0302
 DK0302;                    North         East     Units Scale Factor Converg.
 DK0302;SPC MS W     -   424,883.707   708,745.779   MT  0.99995094   +0 03 05.8
 DK0302;SPC MS W     - 1,393,972.63  2,325,276.78   sFT  0.99995094   +0 03 05.8
 DK0302;UTM  15      - 3,691,517.531   756,953.603   MT  1.00041411   +1 31 04.0
 DK0302
 DK0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0302!SPC MS W     -   0.99999846  x   0.99995094  =   0.99994940
 DK0302!UTM  15      -   0.99999846  x   1.00041411  =   1.00041257
 DK0302
 DK0302:                Primary Azimuth Mark                     Grid Az
 DK0302:SPC MS W     -  49 14 AZ MK                              138 34 14.4
 DK0302:UTM  15      -  49 14 AZ MK                              137 06 16.2
 DK0302
 DK0302|---------------------------------------------------------------------|
 DK0302| PID    Reference Object                     Distance      Geod. Az  |
 DK0302|                                                           dddmmss.s |
 DK0302| DK0301 49 14 AZ MK                                        1383720.2 |
 DK0302| DK0303 49 14 RM 1                           18.849 METERS 14602     |
 DK0302| DK0304 49 14 RM 2                           31.736 METERS 35925     |
 DK0302|---------------------------------------------------------------------|
 DK0302
 DK0302                          SUPERSEDED SURVEY CONTROL
 DK0302
 DK0302  NAD 83(2007)-  33 19 55.88090(N)    090 14 21.80556(W) AD(       ) 0
 DK0302  ELLIP H (02/10/07)    9.768  (m)                       GP(       )    
 DK0302  ELLIP H (04/15/02)    9.748  (m)                       GP(       ) 4 2
 DK0302  NAD 83(1993)-  33 19 55.88084(N)    090 14 21.80534(W) AD(       ) B
 DK0302  ELLIP H (02/15/02)    9.760  (m)                       GP(       ) 4 1
 DK0302  NAD 83(1993)-  33 19 55.87939(N)    090 14 21.79630(W) AD(       ) 2
 DK0302  NAD 83(1986)-  33 19 55.89068(N)    090 14 21.79275(W) AD(       ) 2
 DK0302  NAD 27      -  33 19 55.44520(N)    090 14 21.49080(W) AD(       ) 2
 DK0302  NAVD 88 (06/15/91)   36.388  (m)          119.38   (f) ADJUSTED    2 0
 DK0302  NGVD 29 (??/??/??)   36.456  (m)          119.61   (f) ADJUSTED    2 0
 DK0302
 DK0302.Superseded values are not recommended for survey control.
 DK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0302.See file dsdata.txt to determine how the superseded data were derived.
 DK0302
 DK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5695491518(NAD 83)
 DK0302_MARKER: DD = SURVEY DISK
 DK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0302_STAMPING: STA 49-14 1960
 DK0302_MARK LOGO: MSHD  
 DK0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0302+STABILITY: SURFACE MOTION
 DK0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0302+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 DK0302
 DK0302  HISTORY     - Date     Condition        Report By
 DK0302  HISTORY     - 1960     MONUMENTED       MSHD
 DK0302  HISTORY     - 1972     GOOD             MSHD
 DK0302  HISTORY     - 1972     GOOD             MSHD
 DK0302  HISTORY     - 20000601 GOOD             NGS
 DK0302  HISTORY     - 20070125 GOOD             EMCINC
 DK0302
 DK0302                          STATION DESCRIPTION
 DK0302
 DK0302'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0302'STATION IS 0.8 MILE NORTH OF CRUGER IN THE SOUTHWEST CORNER
 DK0302'OF SECTION 18, T 17 N, R 1 E, ON RAILROAD RIGHT-OF-WAY.
 DK0302'
 DK0302'TO REACH FROM THE RAILROAD DEPOT IN CRUGER GO EAST ON A BLACK
 DK0302'TOP ROAD 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 49 E,
 DK0302'TURN LEFT, NORTH, FOR 0.7 MILE TO AN EAST-WEST LEVEE ON
 DK0302'THE LEFT AND THE AZIMUTH ON THE LEFT.  CONTINUE NORTH 0.1
 DK0302'MILE TO A FIELD ROAD LEFT, TURN LEFT, WEST AND FOLLOW ROAD
 DK0302'FOR 0.1 MILE TO A GRAVEL AND ASPHALT RAMP CROSSING THE RAILROAD
 DK0302'TRACK, TURN RIGHT, NORTH, AND FOLLOW THE EAST SIDE OF THE
 DK0302'TRACK 385 FEET TO THE STATION AS DESCRIBED.
 DK0302'
 DK0302'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 DK0302'OF 11-INCH SQUARE CONCRETE POST.
 DK0302'
 DK0302'STATION MARKS ARE STAMPED STA 49-14 1960, AND THE SURFACE MARK
 DK0302'IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 125.3 FEET
 DK0302'WEST-SOUTHWEST OF A POWERLINE POLE NUMBERED 55, 105.2 FEET
 DK0302'SOUTH-SOUTHWEST OF A TELEPHONE LINE POLE, 71.5 FEET
 DK0302'NORTH-NORTHWEST OF A TELEPHONE POLE, 60 FEET SOUTH-SOUTHWEST OF A
 DK0302'WHITE RAILROAD RIGHT-OF-WAY MARKER, 233 FEET EAST OF THE EAST
 DK0302'RAIL OF RAILROAD TRACK AND 1.5 FEET SOUTHEAST OF A METAL
 DK0302'WITNES POST.  THE UNDERGROUND MARK IS SET IN AN
 DK0302'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 DK0302'SURFACE.
 DK0302'
 DK0302'REFERENCE MARK NO. 1 STAMPED 49-14 RM-1 1960, PROJECTS 4
 DK0302'INCHES.  IT IS 330 FEET NORTH OF THE APPROXIMATE CENTER
 DK0302'OF THE FIELD ROAD, 147.7 FEET SOUTHWEST OF THE POWERLINE
 DK0302'POLE, 451 FEET EAST OF THE EAST RAIL OF THE TRACK AND 1
 DK0302'FOOT NORTH OF A TELEPHONE LINE POLE.
 DK0302'
 DK0302'REFERENCE MARK NO. 2, STAMPED 49-14 RM-2 1960, PROJECTS
 DK0302'4 INCHES.  IT IS 384 FEET NORTH OF THE APPROXIMATE CENTER
 DK0302'OF THE FIELD ROAD, 94.9 FEET WEST-NORTHWEST OF THE POWERLINE
 DK0302'POLE, 57.4 FEET NORTHEAST OF THE RIGHT-OF-WAY MARKER, 42.4
 DK0302'FEET EAST OF THE EAST RAIL OF THE TRACK AND 1 FOOT SOUTH
 DK0302'OF A TELEPHONE LINE POLE.
 DK0302'
 DK0302'AZIMUTH MARK, STAMPED 49-14 AZ 1960, PROJECTS 2 INCHES.
 DK0302'IT IS 95.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 49 E,
 DK0302'55.5 FEET NORTH OF A POWERLINE POLE AND 2.5 FEET SOUTH OF
 DK0302'A METAL WITNESS POST.
 DK0302'
 DK0302'HEIGHT OF LIGHT ABOVE STATION 47.19 FT.
 DK0302
 DK0302                          STATION RECOVERY (1972)
 DK0302
 DK0302'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK0302'THE STATION WAS VISITED 12-12-72 AND THE STATION MARK, RM NO 1, RM NO
 DK0302'2, AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH
 DK0302'MARK IS VISIBLE FROM THE STATION.
 DK0302'
 DK0302'THE STATION IS LOCATED 0.8 MILE NORTH OF CRUGER ON THE EAST ROW OF
 DK0302'THE ICRR TRACK, 10.4 MILES NORTH OF TCHULA IN THE SW 1/4 OF SECTION
 DK0302'18, T 17N, R 1W.  IT IS 22 FEET EAST OF THE EAST RAIL, 22.5 FEET
 DK0302'WEST OF A ROW OF TELEPHONE POLES, 62.5 FEET NW OF A TELEPHONE
 DK0302'POLE, 105 FEET SW OF ANOTHER TELEPHONE POLE, 124 FEET WSW OF A
 DK0302'POWER POLE, 391 FEET SOUTH OF A POWER LINE LEADING WEST, 1 FOOT
 DK0302'WEST OF A METAL WITNESS POST AND ABOUT 7 FEET BELOW THE LEVEL OF
 DK0302'THE TRACK.  IT IS A TRIANGULATION DISK, STAMPED STA 49-14 1960 12
 DK0302'INCHES BELOW THE GROUND.
 DK0302'
 DK0302'REFERENCE MARK NO 1 IS 61.84 FEET SE OF THE STATION.  IT IS 46 FEET
 DK0302'EAST OF THE EAST RAIL, 147.5 FEET SW OF A POWER POLE, 1 FOOT NORTH
 DK0302'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT
 DK0302'7 FEET BELOW THE LEVEL OF THE TRACK.  IT IS A REFERENCE MARK
 DK0302'DISK, STAMPED 49-14 RM 2 1960 FLUSH.
 DK0302'
 DK0302'REFERENCE MARK NO 2 IS 104.12 FEET NORTH OF THE STATION.  IT IS 42.5
 DK0302'FEET EAST OF THE EAST RAIL, 95 FEET NW OF A POWER POLE, 1 FOOT SOUTH
 DK0302'OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT
 DK0302'7 FEET BELOW THE LEVEL OF THE TRACK.  IT IS A REFERENCE MARK DISK,
 DK0302'STAMPED 49-14 RM 2 1960 FLUSH.
 DK0302'
 DK0302'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 159.46 FEET.
 DK0302'
 DK0302'THE AZIMUTH MARK IS 0.25 MILE SE OF THE STATION.  IT IS 95 FEET SW
 DK0302'OF THE CENTER OF HIGHWAY 49, 56 FEET NW OF A POWER POLE, 2.5 FEET
 DK0302'SE OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND IS ON
 DK0302'LINE WITH A ROW OF POLES.  IT IS AN AZIMUTH MARK DISK, STAMPED
 DK0302'49-14 AZ 1960 PROJECTING 1 INCH.
 DK0302'
 DK0302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S.
 DK0302'HIGHWAY 49E IN TCHULA GO NORTH ON U.S. HIGHWAY 49 FOR 10.2 MILES
 DK0302'TO THE CROSSROAD AT CRUGER.  CONTINUE NORTH ON U.S. HIGHWAY 49E FOR
 DK0302'0.7 MILE TO A LEVEE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DK0302'NORTH ON U.S. HIGHWAY 49E FOR 0.4 MILE TO A SIDE ROAD LEFT JUST
 DK0302'BEYOND A SIDE ROAD RIGHT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 DK0302'FOR 0.1 MILE TO A RAILROAD CROSSING.  THENCE SOUTH ALONG THE
 DK0302'RAILROAD TRACK FOR 1000 FEET TO THE STATION ON THE LEFT.
 DK0302'
 DK0302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE NORTH
 DK0302'OF CRUGER.
 DK0302
 DK0302                          STATION RECOVERY (1972)
 DK0302
 DK0302'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0302'0.8 MI N FROM CRUGER.
 DK0302'THE MARK IS LOCATED 0.8 MILES NORTH OF CRUGER ON THE EAST ROW OF THE
 DK0302'ILLINOIS CENTRAL RAILROAD TRACK, 10.4 MILES NORTH OF TCHULA IN THE
 DK0302'SOUTHWEST 1/4 OF SECTION 18, T 17N, R 1W.  IT IS 22 FEET EAST OF THE
 DK0302'EAST RAIL, 22.5 FEET WEST OF A ROW OF TELEPHONE POLES, 124 FEET
 DK0302'WEST-SOUTHWEST OF A POWER POLE, 391 FEET SOUTH OF A POWER LINE LEADING
 DK0302'WEST, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH
 DK0302'SQUARE POST ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK AND IS ABOUT 12
 DK0302'INCHES BELOW THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 DK0302'12 AND U.S. HIGHWAY 49E IN TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR
 DK0302'10.2 MILES TO THE CROSSROAD AT CRUGER.  CONTINUE NORTH ON U.S. HIGHWAY
 DK0302'49E FOR 1.1 MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD RIGHT.
 DK0302'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILES TO A RAILROAD
 DK0302'CROSSING, THENCE SOUTH ALONG THE RAILROAD TRACK FOR 1000 FEET TO THE
 DK0302'MARK ON THE LEFT.
 DK0302
 DK0302                          STATION RECOVERY (2000)
 DK0302
 DK0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0302'REVISED DESCRIPTION FOLLOWS.  THE STATION IS ABOUT 10 MI (16.1 KM)
 DK0302'NORTH OF TCHULA AND 13 MI (20.9 KM) SOUTH OF GREENWOOD, MS.  TO REACH
 DK0302'FROM THE INTERSECTION OF US 49E AND US 82 ON THE SOUTH SIDE OF
 DK0302'GREENWOOD, DRIVE SOUTH ON US 49E FOR 13.0 MI (20.9 KM), CROSSING THE
 DK0302'LEFLORE/HOLMES COUNTY LINE, TO A GRAVEL SIDE ROAD RIGHT TOWARD EGYPT,
 DK0302'MS.  (THE SIDE ROAD IS ALSO 1.1 MI (1.8 KM) SOUTH OF THE LEFLORE
 DK0302'COUNTY LINE, AND 0.45 MI (0.72 KM) SOUTH OF A HWY BRIDGE.)  TURN RIGHT
 DK0302'AND CONTINUE WEST ON GRAVEL ROAD 0.1 MI (0.2 KM) TO A RR CROSSING.
 DK0302'TURN LEFT, SOUTH, ON TO A FIELD ROAD BEFORE CROSSING THE TRACK, AND
 DK0302'PROCEED ALONG THE EAST SIDE OF THE RR FOR ABOUT 1000 FT (304.8 M) TO
 DK0302'THE STATION ON THE RIGHT, AT THE TOE OF THE SLOPE.  THE FIELD ROAD MAY
 DK0302'BE MUDDY AND VERY SOFT AFTER A RAIN.  THE STATION IS 22 FT (6.7 M)
 DK0302'EAST OF THE EAST RAIL AND ABOUT 7 FT (2.1 M) BELOW THE TRACK, 49 FT
 DK0302'(14.9 M) NORTHWEST OF A POWER POLE WITH 1 CROSS TREE AND 1 GUY WIRE,
 DK0302'AND 76.5 FT (23.3 M) SSE OF A TRACK-SIDE SIGN POST WITH A SIGN W ON
 DK0302'IT.  IT IS ALSO 1 FT (0.3 M) EAST OF AN ORANGE WITNESS POST, AND 1 FT
 DK0302'(0.3 M) WEST OF A WHITE WITNESS POST.
 DK0302
 DK0302                          STATION RECOVERY (2007)
 DK0302
 DK0302'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0301 ***********************************************************************
 DK0301  DESIGNATION -  49 14 AZ MK
 DK0301  PID         -  DK0301
 DK0301  STATE/COUNTY-  MS/HOLMES
 DK0301  USGS QUAD   -  CRUGER (1982)
 DK0301
 DK0301                         *CURRENT SURVEY CONTROL
 DK0301  ___________________________________________________________________
 DK0301* NAD 83(1986)-  33 19 45.     (N)    090 14 11.     (W)     SCALED    
 DK0301* NAVD 88     -        37.826  (meters)     124.10   (feet)  ADJUSTED  
 DK0301  ___________________________________________________________________
 DK0301  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK0301  DYNAMIC HT  -          37.786 (meters)     123.97  (feet)  COMP
 DK0301  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DK0301
 DK0301  VERT ORDER  -  SECOND    CLASS 0
 DK0301
 DK0301.The horizontal coordinates were scaled from a topographic map and have
 DK0301.an estimated accuracy of +/- 6 seconds.
 DK0301
 DK0301.The orthometric height was determined by differential leveling
 DK0301.and adjusted in June 1991.
 DK0301
 DK0301.The geoid height was determined by GEOID03.
 DK0301
 DK0301.The dynamic height is computed by dividing the NAVD 88
 DK0301.geopotential number by the normal gravity value computed on the
 DK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0301.degrees latitude (g = 980.6199 gals.).
 DK0301
 DK0301.The modeled gravity was interpolated from observed gravity values.
 DK0301
 DK0301;                    North         East    Units  Estimated Accuracy
 DK0301;SPC MS W     -   424,550.      709,030.      MT  (+/- 180 meters Scaled)
 DK0301
 DK0301                          SUPERSEDED SURVEY CONTROL
 DK0301
 DK0301  NGVD 29 (??/??/??)   37.894  (m)          124.32   (f) ADJUSTED    2 0
 DK0301
 DK0301.Superseded values are not recommended for survey control.
 DK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0301.See file dsdata.txt to determine how the superseded data were derived.
 DK0301
 DK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS572911(NAD 83)
 DK0301_MARKER: DZ = AZIMUTH MARK DISK
 DK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0301_STAMPING: 49-14 AZ 1960
 DK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0301+STABILITY: SURFACE MOTION
 DK0301
 DK0301  HISTORY     - Date     Condition        Report By
 DK0301  HISTORY     - 1960     MONUMENTED       MSHD
 DK0301  HISTORY     - 1972     GOOD             MSHD
 DK0301
 DK0301                          STATION DESCRIPTION
 DK0301
 DK0301'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0301'0.7 MI NNW FROM CRUGER.
 DK0301'THE MARK IS LOCATED 0.7 MILE NNW OF CRUGER NEAR THE CENTER OF A LEVEE
 DK0301'ON THE SW ROW OF U.S. HIGHWAY 49 E, 10.2 MILES NORTH OF TCHULA IN THE
 DK0301'SE 1/4 OF THE SW 1/4 OF SECTION 18, T 17N, R 1E.  IT IS 95 FEET SW OF
 DK0301'THE CENTER OF HIGHWAY 49, 56 FEET NW OF A POWER POLE, 2.5 FEET SE OF A
 DK0301'METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DK0301'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH AND IS ON LINE WITH A
 DK0301'ROW OF POLES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S.
 DK0301'HIGHWAY 49E AT TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 10.3 MILES TO
 DK0301'THE CROSSROAD AT CRUGER.  CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 0.7
 DK0301'MILE TO A LEVEE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0303 ***********************************************************************
 DK0303  DESIGNATION -  49 14 RM 1
 DK0303  PID         -  DK0303
 DK0303  STATE/COUNTY-  MS/HOLMES
 DK0303  USGS QUAD   -  CRUGER (1982)
 DK0303
 DK0303                         *CURRENT SURVEY CONTROL
 DK0303  ___________________________________________________________________
 DK0303* NAD 83(1986)-  33 19 53.     (N)    090 14 19.     (W)     SCALED    
 DK0303* NAVD 88     -        36.791  (meters)     120.71   (feet)  ADJUSTED  
 DK0303  ___________________________________________________________________
 DK0303  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK0303  DYNAMIC HT  -          36.752 (meters)     120.58  (feet)  COMP
 DK0303  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 DK0303
 DK0303  VERT ORDER  -  SECOND    CLASS 0
 DK0303
 DK0303.The horizontal coordinates were scaled from a topographic map and have
 DK0303.an estimated accuracy of +/- 6 seconds.
 DK0303
 DK0303.The orthometric height was determined by differential leveling
 DK0303.and adjusted in June 1991.
 DK0303
 DK0303.The geoid height was determined by GEOID03.
 DK0303
 DK0303.The dynamic height is computed by dividing the NAVD 88
 DK0303.geopotential number by the normal gravity value computed on the
 DK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0303.degrees latitude (g = 980.6199 gals.).
 DK0303
 DK0303.The modeled gravity was interpolated from observed gravity values.
 DK0303
 DK0303;                    North         East    Units  Estimated Accuracy
 DK0303;SPC MS W     -   424,800.      708,820.      MT  (+/- 180 meters Scaled)
 DK0303
 DK0303                          SUPERSEDED SURVEY CONTROL
 DK0303
 DK0303  NGVD 29 (??/??/??)   36.860  (m)          120.93   (f) ADJUSTED    2 0
 DK0303
 DK0303.Superseded values are not recommended for survey control.
 DK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0303.See file dsdata.txt to determine how the superseded data were derived.
 DK0303
 DK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS570914(NAD 83)
 DK0303_MARKER: DR = REFERENCE MARK DISK
 DK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0303_STAMPING: 49-14 RM-1 1960
 DK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0303+STABILITY: SURFACE MOTION
 DK0303
 DK0303  HISTORY     - Date     Condition        Report By
 DK0303  HISTORY     - 1960     MONUMENTED       MSHD
 DK0303  HISTORY     - 1972     GOOD             MSHD
 DK0303
 DK0303                          STATION DESCRIPTION
 DK0303
 DK0303'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0303'0.8 MI N FROM CRUGER.
 DK0303'THE MARK IS LOCATED 0.8 MILE NORTH OF CRUGER ON THE EAST ROW OF THE
 DK0303'ILLINOIS CENTRAL RAILROAD TRACK, 10.4 MILES NORTH OF CRUGER IN THE
 DK0303'SOUTHWEST 1/4 OF SECTION 18, T 17N, R 1 W.  IT IS 61.84 FEET SOUTHEAST
 DK0303'OF THE STATION, 46 FEET EAST OF THE EAST RAIL, 147.5 FEET SOUTHWEST OF
 DK0303'A POWER POLE, 1 FOOT NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A
 DK0303'METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 DK0303'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE
 DK0303'GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S.
 DK0303'HIGHWAY 49E IN TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 10.2 MILES TO
 DK0303'THE CROSSROAD AT CRUGER.  CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 1.1
 DK0303'MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD RIGHT. TURN LEFT AND
 DK0303'GO WEST ON A GRAVELED ROAD FOR 0.1 MILES TO A RAILROAD CROSSING,
 DK0303'THENCE SOUTH ALONG THE RAILROAD TRACK FOR 0.2 MILE TO THE MARK ON THE
 DK0303'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0304 ***********************************************************************
 DK0304  DESIGNATION -  49 14 RM 2
 DK0304  PID         -  DK0304
 DK0304  STATE/COUNTY-  MS/HOLMES
 DK0304  USGS QUAD   -  CRUGER (1982)
 DK0304
 DK0304                         *CURRENT SURVEY CONTROL
 DK0304  ___________________________________________________________________
 DK0304* NAD 83(1986)-  33 19 58.     (N)    090 14 21.     (W)     SCALED    
 DK0304* NAVD 88     -        36.63   (+/-2cm)     120.2    (feet)  VERTCON   
 DK0304  ___________________________________________________________________
 DK0304  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK0304  VERT ORDER  -  ? (See Below)
 DK0304
 DK0304.The horizontal coordinates were scaled from a topographic map and have
 DK0304.an estimated accuracy of +/- 6 seconds.
 DK0304
 DK0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0304.The vertical order pertains to the NGVD 29 superseded value.
 DK0304
 DK0304.The geoid height was determined by GEOID03.
 DK0304
 DK0304;                    North         East    Units  Estimated Accuracy
 DK0304;SPC MS W     -   424,950.      708,770.      MT  (+/- 180 meters Scaled)
 DK0304
 DK0304                          SUPERSEDED SURVEY CONTROL
 DK0304
 DK0304  NGVD 29 (??/??/??)   36.697  (m)          120.40   (f) ADJUSTED    ?  
 DK0304
 DK0304.Superseded values are not recommended for survey control.
 DK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0304.See file dsdata.txt to determine how the superseded data were derived.
 DK0304
 DK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS569915(NAD 83)
 DK0304_MARKER: DR = REFERENCE MARK DISK
 DK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0304_STAMPING: 49-14 RM-2 1960
 DK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0304+STABILITY: SURFACE MOTION
 DK0304
 DK0304  HISTORY     - Date     Condition        Report By
 DK0304  HISTORY     - 1960     MONUMENTED       MSHD
 DK0304  HISTORY     - 1972     GOOD             MSHD
 DK0304
 DK0304                          STATION DESCRIPTION
 DK0304
 DK0304'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0304'0.8 MI N FROM CRUGER.
 DK0304'THE MARK IS LOCATED 0.8 MILE NORTH OF CRUGER ON THE EAST ROW OF THE
 DK0304'ILLINOIS CENTRAL RAILROAD TRACK, 10.4 MILES NORTH OF TCHULA IN THE SW
 DK0304'1/4 OF SECTION 18, T 17N, R 1W.  IT IS 104.12 FEET NORTH OF THE
 DK0304'STATION, 42.5 FEET EAST OF THE EAST RAIL, 95 FEET NW OF A POWER POLE,
 DK0304'1 FOOT SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST
 DK0304'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT 7 FEET BELOW
 DK0304'THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND.  TO REACH FROM
 DK0304'THE JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49E IN TCHULA GO
 DK0304'NORTH ON U.S. HIGHWAY 49E FOR 10.2 MILES TO THE CROSSROAD AT CRUGER.
 DK0304'CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 1.1 MILES TO A SIDE ROAD LEFT
 DK0304'JUST BEYOND A SIDE ROAD RIGHT.  TURN LEFT AND GO WEST ON A GRAVELED
 DK0304'ROAD FOR 0.1 MILE TO A RAILROAD CROSSING, THENCE SOUTH ALONG THE
 DK0304'ILLINOIS CENTRAL RAILROAD TRACK FOR 0.2 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0057 ***********************************************************************
 DK0057  DESIGNATION -  49 15
 DK0057  PID         -  DK0057
 DK0057  STATE/COUNTY-  MS/LEFLORE
 DK0057  USGS QUAD   -  GREENWOOD (1982)
 DK0057
 DK0057                         *CURRENT SURVEY CONTROL
 DK0057  ___________________________________________________________________
 DK0057* NAD 83(1993)-  33 31 04.42220(N)    090 12 11.24124(W)     ADJUSTED  
 DK0057* NAVD 88     -        39.907  (meters)     130.93   (feet)  ADJUSTED  
 DK0057  ___________________________________________________________________
 DK0057  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DK0057  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0057  DYNAMIC HT  -          39.865 (meters)     130.79  (feet)  COMP
 DK0057  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DK0057
 DK0057  HORZ ORDER  -  SECOND
 DK0057  VERT ORDER  -  SECOND    CLASS 0
 DK0057
 DK0057.The horizontal coordinates were established by classical geodetic methods
 DK0057.and adjusted by the National Geodetic Survey in May 1994.
 DK0057
 DK0057.The orthometric height was determined by differential leveling
 DK0057.and adjusted in June 1991.
 DK0057
 DK0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0057
 DK0057.The geoid height was determined by GEOID03.
 DK0057
 DK0057.The dynamic height is computed by dividing the NAVD 88
 DK0057.geopotential number by the normal gravity value computed on the
 DK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0057.degrees latitude (g = 980.6199 gals.).
 DK0057
 DK0057.The modeled gravity was interpolated from observed gravity values.
 DK0057
 DK0057;                    North         East     Units Scale Factor Converg.
 DK0057;SPC MS W     -   445,483.345   712,096.425   MT  0.99995180   +0 04 18.8
 DK0057;SPC MS W     - 1,461,556.61  2,336,269.69   sFT  0.99995180   +0 04 18.8
 DK0057;UTM  15      - 3,712,206.089   759,776.107   MT  1.00043206   +1 32 43.1
 DK0057
 DK0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0057!SPC MS W     -   0.99999788  x   0.99995180  =   0.99994968
 DK0057!UTM  15      -   0.99999788  x   1.00043206  =   1.00042994
 DK0057
 DK0057|---------------------------------------------------------------------|
 DK0057| PID    Reference Object                     Distance      Geod. Az  |
 DK0057|                                                           dddmmss.s |
 DK0057| DK0058 49 15 RM 1                           25.183 METERS 01740     |
 DK0057| DK0056 49 15 AZ MK                                        1934237.1 |
 DK0057| DK1765 GREENWOOD YAZOO V OIL MILL TK       351.328 METERS 25117     |
 DK0057| DK0059 49 15 RM 2                           17.745 METERS 26549     |
 DK0057|---------------------------------------------------------------------|
 DK0057
 DK0057                          SUPERSEDED SURVEY CONTROL
 DK0057
 DK0057  NAD 83(1986)-  33 31 04.43330(N)    090 12 11.23808(W) AD(       ) 2
 DK0057  NAD 27      -  33 31 04.00400(N)    090 12 10.93530(W) AD(       ) 2
 DK0057  NGVD 29 (??/??/??)   39.978  (m)          131.16   (f) ADJUSTED    2 0
 DK0057
 DK0057.Superseded values are not recommended for survey control.
 DK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0057.See file dsdata.txt to determine how the superseded data were derived.
 DK0057
 DK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5977612206(NAD 83)
 DK0057_MARKER: DD = SURVEY DISK
 DK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0057_STAMPING: STA 49-15 1960
 DK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0057+STABILITY: SURFACE MOTION
 DK0057
 DK0057  HISTORY     - Date     Condition        Report By
 DK0057  HISTORY     - 1960     MONUMENTED       MSHD
 DK0057  HISTORY     - 1966     GOOD             MSHD
 DK0057  HISTORY     - 1967     GOOD             MSHD
 DK0057  HISTORY     - 1967     GOOD             MSHD
 DK0057  HISTORY     - 19811001 GOOD             MSSU
 DK0057  HISTORY     - 1983     GOOD             MSU
 DK0057  HISTORY     - 1986     GOOD             MSU
 DK0057
 DK0057                          STATION DESCRIPTION
 DK0057
 DK0057'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0057'STATION IS IN THE NORTHWEST SECTION OF GREENWOOD IN THE
 DK0057'NORTHWEST CORNER OF THE GREENWOOD-LEFLORE COUNTY HOSPITAL
 DK0057'GROUNDS.
 DK0057'
 DK0057'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 DK0057'OF 11-INCH SQUARE CONCRETE POSTS.
 DK0057'
 DK0057'STATION MARKS ARE STAMPED STA 49-15 1960, AND THE SURFACE
 DK0057'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS 125 FEET SOUTH
 DK0057'OF THE APPROXIMATE CENTER OF AN EAST-WEST SERVICE ROAD,
 DK0057'92 FEET EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH
 DK0057'SERVICE ROAD, (THE EAST-WEST AND NORTH-SOUTH SERVICE ROADS
 DK0057'MENTIONED ARE THE SAME ROAD.  MEASUREMENTS WERE MADE AT
 DK0057'POINTS ON EACH SIDE OF A CURVE.) AND 13.5 FEET NORTH OF
 DK0057'THE APPROXIMATE CENTER OF AN EAST-WEST DRAINAGE DITCH.  THE
 DK0057'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 DK0057'30 INCHES BELOW THE GROUND SURFACE.
 DK0057'
 DK0057'REFERENCE MARK NO. 1, STAMPED 49-15 R.M. 1 1960, IS FLUSH
 DK0057'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTH OF THE APPROXIMATE
 DK0057'CENTER OF THE EAST-WEST SERVICE ROAD.
 DK0057'
 DK0057'REFERENCE MARK NO. 2, STAMPED 49-15 R.M. 2 1960, IS FLUSH
 DK0057'WITH THE GROUND SURFACE.  IT IS 34 FEET EAST OF THE APPROXIMATE
 DK0057'CENTER OF THE NORTH-SOUTH SERVICE ROAD, 8 FEET NORTH OF
 DK0057'THE APPROXIMATE CENTER OF THE DRAINAGE DITCH, AND 2 FEET
 DK0057'EAST OF A 1-INCH OAK TREE.
 DK0057'
 DK0057'TO REACH THE AZIMUTH MARK FROM THE GREENWOOD-LEFLORE COUNTY
 DK0057'HOSPITAL, GO SOUTH 0.2 MILE ON U.S. HIGHWAY 82 AND 49 E
 DK0057'BY-PASS, CROSS RAILROAD TRACKS TO MARK ON RIGHT.
 DK0057'
 DK0057'AZIMUTH MARK IS STAMPED 49-15 AZ 1960 AND IS FLUSH WITH
 DK0057'THE GROUND SURFACE.  IT IS 93 FEET WEST OF THE CENTER LINE
 DK0057'OF THE WEST LANE OF HIGHWAYS 82 AND 49 E BY-PASS, 66 FEET
 DK0057'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE BUILDING,
 DK0057'35.6 FEET SOUTH OF THE MOST SOUTHERLY RAIL OF THE RAILROAD
 DK0057'TRACKS, 2 FEET EAST OF A POWERLINE POLE AND 2 FEET SOUTH
 DK0057'OF A METAL WITNESS POST.
 DK0057'
 DK0057'THE DISTANCE BETWEEN REFERENCE MARKS IS 117.49 FEET.
 DK0057'
 DK0057'HEIGHT OF LIGHT ABOVE STATION 60.20 FT.
 DK0057
 DK0057                          STATION RECOVERY (1966)
 DK0057
 DK0057'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0057'THE STATION WAS VISITED IN 1966 AND ALL MARKS WERE FOUND
 DK0057'IN GOOD CONDITION.
 DK0057'
 DK0057'THE STATION IS REACHED FROM THE POST OFFICE IN GREENWOOD
 DK0057'BY GOING SOUTH ON MAIN STREET FOR 1.4 MILES TO THE JUNCTION
 DK0057'OF U.S. 49 EAST AND 82 RAILROAD OVERPASS, TURN RIGHT NORTHWEST
 DK0057'ON U.S. 82 AND 49 EAST FOR 1.55 MILES TO THE AZIMUTH MARK
 DK0057'ON THE LEFT.  THE STATION IS REACHED BY CONTINUING NORTHWEST
 DK0057'ON U.S. 82 FOR 0.2 MILE TO THE HOLIDAY INN ON THE LEFT AND
 DK0057'THE MARK ON THE RIGHT.  THE MARK IS LOCATED IN THE NORTHWEST
 DK0057'CORNER OF THE GREENWOOD-LEFLORE COUNTY HOSPITAL GROUNDS
 DK0057'IN GREENWOOD.
 DK0057'
 DK0057'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A
 DK0057'10 INCH SQUARE CONCRETE POST, 90.0 FEET EAST OF CENTERLINE
 DK0057'OF A NORTH-SOUTH SERVICE ROAD, 33.0 FEET WEST OF A FORKED
 DK0057'RED OAK, 215 FEET SOUTHEAST OF A 6 INCH WATER OAK, 13.5
 DK0057'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST DITCH.
 DK0057'
 DK0057'R.M. 1 IS 115.0 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD,
 DK0057'69 FEET NORTHEAST OF 6 INCH WATER OAK, 50 FEET EAST OF 6
 DK0057'INCH RED OAK, 44 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 DK0057'STAMPED 49-15 R.M. 1 1960, AND FLUSH.
 DK0057'
 DK0057'R.M. 2 IS 32 FEET EAST OF CENTERLINE OF A NORTH-SOUTH SERVICE
 DK0057'ROAD, 8.0 FEET NORTH OF CENTERLINE OF EAST-WEST DITCH, 2.0
 DK0057'FEET EAST OF A 6 INCH RED OAK, STAMPED 49-15 R.M. 2, AND FLUSH.
 DK0057'
 DK0057'THE AZIMUTH MARK IS 93.0 FEET WEST OF CENTERLINE OF WEST
 DK0057'LANE OF U.S. 80, 66 FEET NORTHEAST OF NORTHEAST CORNER OF
 DK0057'A BLOCK BUILDING, 35.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 DK0057'RAILROAD TRACK, 2.0 FEET EAST OF A POWER LINE POLE, 2.0
 DK0057'FEET SOUTH OF WITNESS POST, STAMPED 49-15 AZ 1960, AND FLUSH.
 DK0057
 DK0057                          STATION RECOVERY (1967)
 DK0057
 DK0057'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK0057'THE STATION WAS VISITED 10-31-67 AND THE STATION MARK, REFERENCE
 DK0057'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0057'CONDITION.
 DK0057'
 DK0057'THE STATION IS LOCATED 1.3 MILES WEST NORTHWEST OF THE CENTER
 DK0057'OF GREENWOOD AND NEAR THE NORTHWEST CORNER OF THE GROUNDS
 DK0057'OF THE GREENWOOD-LEFLORE HOSPITAL IN THE SOUTHWEST 1/4 OF
 DK0057'SECTION 9, T 19 N, R 1 E, AND ON PROPERTY OWNED BY THE
 DK0057'GREENWOOD-LEFLORE HOSPITAL.  IT IS 91.5 FEET EAST OF THE
 DK0057'CENTER OF A FRONTAGE ROAD, 14 FEET NORTH OF THE CENTER OF
 DK0057'A DRAINAGE DITCH, 32.5 FEET WEST OF A 7 INCH TWIN OAK, 21
 DK0057'FEET SOUTHEAST OF A 6 INCH BUSHY TREE, 277 FEET NORTH OF
 DK0057'THE CENTER OF STRONG AVENUE, 140 FEET EAST OF THE CENTER
 DK0057'OF THE EAST LANE OF U.S. HIGHWAY 82 AND 10.5 FEET NORTH
 DK0057'OF THE EXTENDED NORTH WALL OF THE RESTAURANT PART OF THE
 DK0057'HOLIDAY INN.
 DK0057'
 DK0057'IT IS A STANDARD TRIANGULATION DISK, STAMPED STA 49-15 1960,
 DK0057'FLUSH WITH THE GROUND.
 DK0057'
 DK0057'REFERENCE MARK NO. 1 IS 82.62 FEET NORTH NORTHEAST OF THE
 DK0057'STATION.  IT IS 44 FEET SOUTH OF THE CENTER OF THE FRONTAGE
 DK0057'ROAD, 79 FEET NORTH OF A 7 INCH TWIN OAK, 49.5 FEET EAST
 DK0057'SOUTHEAST OF A 5 INCH OAK, 92 FEET NORTH OF THE CENTER OF
 DK0057'A DRAINAGE DITCH AND 11 FEET SOUTH OF THE EXTENDED NORTH
 DK0057'WALL OF THE HOLIDAY INN.  IT IS A STANDARD DISK, STAMPED
 DK0057'49-15 RM-1 1960 FLUSH WITH THE GROUND.
 DK0057'
 DK0057'REFERENCE MARK NO. 2 IS 58.22 FEET WEST OF THE STATION.  IT
 DK0057'IS 33.5 FEET EAST OF THE CENTER OF THE FRONTAGE ROAD, 8.5
 DK0057'FEET NORTH OF THE CENTER OF A DRAINAGE DITCH, 91 FEET WEST
 DK0057'OF A 7 INCH TWIN OAK, 82 FEET EAST OF THE CENTER OF THE EAST
 DK0057'LANE OF U.S. HIGHWAY 82, 8 FEET NORTH OF THE EXTENDED NORTH
 DK0057'WALL OF THE RESTAURANT PART OF THE HOLIDAY INN AND 2 FEET
 DK0057'EAST OF A 6 INCH OAK.  IT IS A STANDARD REFERENCE MARK
 DK0057'DISK STAMPED 49-15 R.M. 2 1960 FLUSH WITH THE GROUND.
 DK0057'
 DK0057'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 117.49
 DK0057'FEET.
 DK0057'
 DK0057'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT
 DK0057'IS 92 FEET WEST OF THE WEST LANE OF U.S. HIGHWAY 82, 50
 DK0057'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 9 FEET SOUTH
 DK0057'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A GAS
 DK0057'VALVE, 126 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 DK0057'65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 DK0057'BLOCK BUILDING, 2 FEET EAST OF TELEPHONE POLE NO. 3748 AND
 DK0057'2 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DK0057'AZIMUTH MARK DISK STAMPED 49-15 AZ 1960 FLUSH WITH THE
 DK0057'GROUND.  THE AZIMUTH WILL SEE THE STATION.
 DK0057'
 DK0057'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE
 DK0057'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG
 DK0057'AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK0057'82 AND A FRONTAGE ROAD ON THE RIGHT.  *TURN RIGHT (NORTH)
 DK0057'AND CONTINUE ON THE FRONTAGE ROAD FOR 0.05 MILE TO THE STATION
 DK0057'ON THE RIGHT AS DESCRIBED.  *TO REACH THE AZIMUTH FROM THIS
 DK0057'POINT TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82
 DK0057'FOR 0.15 MILE TO THE CROSSING OF THE COLUMBUS AND GREENVILLE
 DK0057'RAILROAD TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0057
 DK0057                          STATION RECOVERY (1967)
 DK0057
 DK0057'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0057'0.3 MI WNW FROM GREENWOOD.
 DK0057'THE MARK IS LOCATED 1.3 MILES WEST NORTHWEST OF THE CENTER OF
 DK0057'GREENWOOD NEAR THE NORTHWEST CORNER OF THE GROUNDS OF THE
 DK0057'GREENWOOD-LEFLORE HOSPITAL JUST SOUTH OF THE YAZOO RIVER IN THE
 DK0057'SOUTHWEST 1/4 OF SECTION 9, T 19N, R 1E.  IT IS 91.5 FEET EAST OF THE
 DK0057'CENTER OF THE FRONTAGE ROAD, 14 FEET NORTH OF THE CENTER OF A DRAINAGE
 DK0057'DITCH, 32.5 FEET WEST OF A 7 INCH TWIN OAK, 21 FEET SOUTHEAST OF A 6
 DK0057'INCH BUSHY TREE, 277 FEET NORTH OF THE CENTER OF STRONG AVENUE, 140
 DK0057'FEET EAST OF THE CENTER OF THE EAST LANE OF U.S. HIGHWAY 82 AND 10.5
 DK0057'FEET NORTH OF THE EXTENDED NORTH WALL OF THE RESTAURANT PART OF THE
 DK0057'HOLIDAY INN.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0057'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0057'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82 AND A FRONTAGE ROAD
 DK0057'ON THE RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON THE FRONTAGE ROAD
 DK0057'FOR 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DK0057
 DK0057                          STATION RECOVERY (1981)
 DK0057
 DK0057'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0057'RECOVERED IN GOOD CONDITION.
 DK0057
 DK0057                          STATION RECOVERY (1983)
 DK0057
 DK0057'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (SG)
 DK0057'ALL MARKS FOUND IN GOOD CONDITION.
 DK0057
 DK0057                          STATION RECOVERY (1986)
 DK0057
 DK0057'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0056 ***********************************************************************
 DK0056  DESIGNATION -  49 15 AZ MK
 DK0056  PID         -  DK0056
 DK0056  STATE/COUNTY-  MS/LEFLORE
 DK0056  USGS QUAD   -  GREENWOOD (1982)
 DK0056
 DK0056                         *CURRENT SURVEY CONTROL
 DK0056  ___________________________________________________________________
 DK0056* NAD 83(1986)-  33 30 48.     (N)    090 12 15.     (W)     SCALED    
 DK0056* NAVD 88     -        38.899  (meters)     127.62   (feet)  ADJUSTED  
 DK0056  ___________________________________________________________________
 DK0056  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0056  DYNAMIC HT  -          38.858 (meters)     127.49  (feet)  COMP
 DK0056  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 DK0056
 DK0056  VERT ORDER  -  SECOND    CLASS 0
 DK0056
 DK0056.The horizontal coordinates were scaled from a topographic map and have
 DK0056.an estimated accuracy of +/- 6 seconds.
 DK0056
 DK0056.The orthometric height was determined by differential leveling
 DK0056.and adjusted in June 1991.
 DK0056
 DK0056.The geoid height was determined by GEOID03.
 DK0056
 DK0056.The dynamic height is computed by dividing the NAVD 88
 DK0056.geopotential number by the normal gravity value computed on the
 DK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0056.degrees latitude (g = 980.6199 gals.).
 DK0056
 DK0056.The modeled gravity was interpolated from observed gravity values.
 DK0056
 DK0056;                    North         East    Units  Estimated Accuracy
 DK0056;SPC MS W     -   444,980.      712,000.      MT  (+/- 180 meters Scaled)
 DK0056
 DK0056                          SUPERSEDED SURVEY CONTROL
 DK0056
 DK0056  NGVD 29 (??/??/??)   38.969  (m)          127.85   (f) ADJUSTED    2 0
 DK0056
 DK0056.Superseded values are not recommended for survey control.
 DK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0056.See file dsdata.txt to determine how the superseded data were derived.
 DK0056
 DK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT596116(NAD 83)
 DK0056_MARKER: DZ = AZIMUTH MARK DISK
 DK0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0056_SP_SET: R R GROSSING
 DK0056_STAMPING: 49-15 AZ 1960
 DK0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0056
 DK0056  HISTORY     - Date     Condition        Report By
 DK0056  HISTORY     - 1960     MONUMENTED       MSHD
 DK0056  HISTORY     - 1967     GOOD             MSHD
 DK0056  HISTORY     - 19811001 GOOD             MSSU
 DK0056  HISTORY     - 1986     GOOD             MSU
 DK0056
 DK0056                          STATION DESCRIPTION
 DK0056
 DK0056'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0056'0.4 MI W FROM GREENWOOD.
 DK0056'THE MARK IS LOCATED 1.4 MILES WEST OF GREENWOOD IN THE SOUTHWEST ANGLE
 DK0056'OF THE CROSSING OF THE COLUMBUS AND GREENVILLE RAILROAD TRACK WITH
 DK0056'U.S. HIGHWAY 82, 0.25 MILE SOUTH OF THE BRIDGE OVER YAZOO RIVER
 DK0056'APPROXIMATELY 400 FEET NORTHWEST OF A GRAIN ELEVATOR IN THE NORTHWEST
 DK0056'1/4 OF SECTION 16, T 19N, R 1E.  IT IS 0.2 MILE SOUTHWEST OF
 DK0056'TRIANGULATION STATION 49-15, 92 FEET WEST OF THE CENTER OF THE WEST
 DK0056'LANE OF U.S. HIGHWAY 82, 50 FEET SOUTH OF THE SOUTH RAIL OR THE MAIN
 DK0056'TRACK, 9 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 DK0056'AROUND A GAS VALVE, 126 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 DK0056'65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 DK0056'BUILDING, 2 FEET EAST OF TELEPHONE POLE NO. 3748 AND 2 FEET SOUTH OF A
 DK0056'METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0056'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0056'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (SOUTH)
 DK0056'AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.15 MILE TO THE CROSSING OF THE
 DK0056'COLUMBUS AND GREENVILLE RAILROAD TRACK AND THE MARK ON THE RIGHT AS
 DK0056'DESCRIBED.
 DK0056
 DK0056                          STATION RECOVERY (1981)
 DK0056
 DK0056'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0056'RECOVERED IN GOOD CONDITION.
 DK0056
 DK0056                          STATION RECOVERY (1986)
 DK0056
 DK0056'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0058 ***********************************************************************
 DK0058  DESIGNATION -  49 15 RM 1
 DK0058  PID         -  DK0058
 DK0058  STATE/COUNTY-  MS/LEFLORE
 DK0058  USGS QUAD   -  GREENWOOD (1982)
 DK0058
 DK0058                         *CURRENT SURVEY CONTROL
 DK0058  ___________________________________________________________________
 DK0058* NAD 83(1986)-  33 31 06.     (N)    090 12 09.     (W)     SCALED    
 DK0058* NAVD 88     -        40.151  (meters)     131.73   (feet)  ADJUSTED  
 DK0058  ___________________________________________________________________
 DK0058  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0058  DYNAMIC HT  -          40.110 (meters)     131.59  (feet)  COMP
 DK0058  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DK0058
 DK0058  VERT ORDER  -  SECOND    CLASS 0
 DK0058
 DK0058.The horizontal coordinates were scaled from a topographic map and have
 DK0058.an estimated accuracy of +/- 6 seconds.
 DK0058
 DK0058.The orthometric height was determined by differential leveling
 DK0058.and adjusted in June 1991.
 DK0058
 DK0058.The geoid height was determined by GEOID03.
 DK0058
 DK0058.The dynamic height is computed by dividing the NAVD 88
 DK0058.geopotential number by the normal gravity value computed on the
 DK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0058.degrees latitude (g = 980.6199 gals.).
 DK0058
 DK0058.The modeled gravity was interpolated from observed gravity values.
 DK0058
 DK0058;                    North         East    Units  Estimated Accuracy
 DK0058;SPC MS W     -   445,530.      712,150.      MT  (+/- 180 meters Scaled)
 DK0058
 DK0058                          SUPERSEDED SURVEY CONTROL
 DK0058
 DK0058  NGVD 29 (??/??/??)   40.223  (m)          131.97   (f) ADJUSTED    2 0
 DK0058
 DK0058.Superseded values are not recommended for survey control.
 DK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0058.See file dsdata.txt to determine how the superseded data were derived.
 DK0058
 DK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT598122(NAD 83)
 DK0058_MARKER: DR = REFERENCE MARK DISK
 DK0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0058_STAMPING: 49-15 RM-1 1960
 DK0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0058+STABILITY: SURFACE MOTION
 DK0058
 DK0058  HISTORY     - Date     Condition        Report By
 DK0058  HISTORY     - 1960     MONUMENTED       MSHD
 DK0058  HISTORY     - 1967     GOOD             MSHD
 DK0058  HISTORY     - 19811001 GOOD             MSSU
 DK0058  HISTORY     - 1986     GOOD             MSU
 DK0058
 DK0058                          STATION DESCRIPTION
 DK0058
 DK0058'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0058'0.35 MI WNW FROM GREENWOOD.
 DK0058'THE MARK IS LOCATED 1.3 MILES WEST NORTHWEST OF THE CENTER OF
 DK0058'GREENWOOD NEAR THE NORTHWEST CORNER OF THE GROUNDS OF THE
 DK0058'GREENWOOD-LEFLORE HOSPITAL JUST SOUTH OF THE YAZOO RIVER IN THE
 DK0058'SOUTHWEST 1/4 OF SECTION 9, T 9N, R 1E.  IT IS 82.62 FEET NORTH
 DK0058'NORTHEAST OF TRIANGULATION STATION 49-15, 44 FEET SOUTH OF THE CENTER
 DK0058'OF THE FRONTAGE ROAD, 79 FEET NORTH OF A 7 INCH OAK, 49.5 FEET EAST
 DK0058'SOUTHEAST OF A 5 INCH OAK, 92 FEET NORTH OF THE CENTER OF A DRAINAGE
 DK0058'DITCH AND 11 FEET SOUTH OF THE EXTENDED NORTH WALL OF THE HOLIDAY INN.
 DK0058'TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN
 DK0058'GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION
 DK0058'OF U.S. HIGHWAY 82 AND A FRONTAGE ROAD ON THE RIGHT. TURN RIGHT
 DK0058'(NORTH) AND CONTINUE ON THE FRONTAGE ROAD FOR 0.1 TO THE MARK ON THE
 DK0058'RIGHT JUST PAST WHERE THE ROAD CURVES SHARP RIGHT.
 DK0058
 DK0058                          STATION RECOVERY (1981)
 DK0058
 DK0058'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0058'RECOVERED IN GOOD CONDITION.
 DK0058
 DK0058                          STATION RECOVERY (1986)
 DK0058
 DK0058'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0059 ***********************************************************************
 DK0059  DESIGNATION -  49 15 RM 2
 DK0059  PID         -  DK0059
 DK0059  STATE/COUNTY-  MS/LEFLORE
 DK0059  USGS QUAD   -  GREENWOOD (1982)
 DK0059
 DK0059                         *CURRENT SURVEY CONTROL
 DK0059  ___________________________________________________________________
 DK0059* NAD 83(1986)-  33 31 03.     (N)    090 12 12.     (W)     SCALED    
 DK0059* NAVD 88     -        39.806  (meters)     130.60   (feet)  ADJUSTED  
 DK0059  ___________________________________________________________________
 DK0059  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0059  DYNAMIC HT  -          39.765 (meters)     130.46  (feet)  COMP
 DK0059  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DK0059
 DK0059  VERT ORDER  -  SECOND    CLASS 0
 DK0059
 DK0059.The horizontal coordinates were scaled from a topographic map and have
 DK0059.an estimated accuracy of +/- 6 seconds.
 DK0059
 DK0059.The orthometric height was determined by differential leveling
 DK0059.and adjusted in June 1991.
 DK0059
 DK0059.The geoid height was determined by GEOID03.
 DK0059
 DK0059.The dynamic height is computed by dividing the NAVD 88
 DK0059.geopotential number by the normal gravity value computed on the
 DK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0059.degrees latitude (g = 980.6199 gals.).
 DK0059
 DK0059.The modeled gravity was interpolated from observed gravity values.
 DK0059
 DK0059;                    North         East    Units  Estimated Accuracy
 DK0059;SPC MS W     -   445,440.      712,080.      MT  (+/- 180 meters Scaled)
 DK0059
 DK0059                          SUPERSEDED SURVEY CONTROL
 DK0059
 DK0059  NGVD 29 (??/??/??)   39.877  (m)          130.83   (f) ADJUSTED    2 0
 DK0059
 DK0059.Superseded values are not recommended for survey control.
 DK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0059.See file dsdata.txt to determine how the superseded data were derived.
 DK0059
 DK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT597121(NAD 83)
 DK0059_MARKER: DR = REFERENCE MARK DISK
 DK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0059_STAMPING: 49-15 RM-2 1960
 DK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0059+STABILITY: SURFACE MOTION
 DK0059
 DK0059  HISTORY     - Date     Condition        Report By
 DK0059  HISTORY     - 1960     MONUMENTED       MSHD
 DK0059  HISTORY     - 1967     GOOD             MSHD
 DK0059  HISTORY     - 19811001 GOOD             MSSU
 DK0059  HISTORY     - 1986     GOOD             MSU
 DK0059
 DK0059                          STATION DESCRIPTION
 DK0059
 DK0059'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0059'0.3 MI WNW FROM GREENWOOD.
 DK0059'THE MARK IS LOCATED 1.3 MILES WEST NORTHWEST OF GREENWOOD NEAR THE
 DK0059'NORTHWEST CORNER OF THE GROUNDS OF THE GREENWOOD-LEFLORE HOSPITAL JUST
 DK0059'SOUTH OF THE YAZOO RIVER IN THE SOUTHWEST 1/4 OF SECTION 9, T 19N, R
 DK0059'1E.  IT IS 58.22 FEET WEST OF TRIANGULATION STATION 49-15, 33.5 FEET
 DK0059'EAST OF THE CENTER OF THE FRONTAGE ROAD, 8.5 FEET NORTH OF THE CENTER
 DK0059'OF A DRAINAGE DITCH, 91 FEET WEST OF A 7 INCH TWIN OAK, 82 FEET EAST
 DK0059'OF THE CENTER OF THE EAST LANE OF U.S. HIGHWAY 82, 8 FEET NORTH OF THE
 DK0059'EXTENDED NORTH WALL OF THE RESTAURANT PART OF THE HOLIDAY INN AND 2
 DK0059'FEET EAST OF A 6 INCH OAK.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0059'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0059'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82 AND A FRONTAGE ROAD
 DK0059'ON THE RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON THE FRONTAGE ROAD
 DK0059'FOR 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DK0059
 DK0059                          STATION RECOVERY (1981)
 DK0059
 DK0059'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0059'RECOVERED IN GOOD CONDITION.
 DK0059
 DK0059                          STATION RECOVERY (1986)
 DK0059
 DK0059'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0064 ***********************************************************************
 DK0064  DESIGNATION -  49 16 AZ MK
 DK0064  PID         -  DK0064
 DK0064  STATE/COUNTY-  MS/LEFLORE
 DK0064  USGS QUAD   -  SHELLMOUND (1983)
 DK0064
 DK0064                         *CURRENT SURVEY CONTROL
 DK0064  ___________________________________________________________________
 DK0064* NAD 83(1986)-  33 32 40.     (N)    090 15 11.     (W)     SCALED    
 DK0064* NAVD 88     -        39.489  (meters)     129.56   (feet)  ADJUSTED  
 DK0064  ___________________________________________________________________
 DK0064  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0064  DYNAMIC HT  -          39.448 (meters)     129.42  (feet)  COMP
 DK0064  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DK0064
 DK0064  VERT ORDER  -  SECOND    CLASS 0
 DK0064
 DK0064.The horizontal coordinates were scaled from a topographic map and have
 DK0064.an estimated accuracy of +/- 6 seconds.
 DK0064
 DK0064.The orthometric height was determined by differential leveling
 DK0064.and adjusted in June 1991.
 DK0064
 DK0064.The geoid height was determined by GEOID03.
 DK0064
 DK0064.The dynamic height is computed by dividing the NAVD 88
 DK0064.geopotential number by the normal gravity value computed on the
 DK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0064.degrees latitude (g = 980.6199 gals.).
 DK0064
 DK0064.The modeled gravity was interpolated from observed gravity values.
 DK0064
 DK0064;                    North         East    Units  Estimated Accuracy
 DK0064;SPC MS W     -   448,420.      707,460.      MT  (+/- 180 meters Scaled)
 DK0064
 DK0064                          SUPERSEDED SURVEY CONTROL
 DK0064
 DK0064  NGVD 29 (??/??/??)   39.552  (m)          129.76   (f) ADJUSTED    2 0
 DK0064
 DK0064.Superseded values are not recommended for survey control.
 DK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0064.See file dsdata.txt to determine how the superseded data were derived.
 DK0064
 DK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT550150(NAD 83)
 DK0064_MARKER: DZ = AZIMUTH MARK DISK
 DK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0064_STAMPING: 49-16 AZ 1961
 DK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0064+STABILITY: SURFACE MOTION
 DK0064
 DK0064  HISTORY     - Date     Condition        Report By
 DK0064  HISTORY     - 1961     MONUMENTED       MSHD
 DK0064  HISTORY     - 1968     GOOD             CGS
 DK0064  HISTORY     - 1986     GOOD             MSU
 DK0064
 DK0064                          STATION DESCRIPTION
 DK0064
 DK0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0064'4.2 MI NW FROM GREENWOOD.
 DK0064'ABOUT 2.7 MILES NORTH AND WEST ALONG U.S. HIGHWAY 82 FROM THE
 DK0064'GREENWOOD-LEFLORE COUNTY HOSPITAL IN GREENWOOD THENCE 1.0 MILE NORTH
 DK0064'ALONG U.S. HIGHWAY 49E, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD TO
 DK0064'THE MARK ON THE LEFT.  IT IS 22 FEET SOUTH OF THE CENTER OF THE ROAD,
 DK0064'2.5 FEET EAST-SOUTHEAST OF A FENCE CORNER, 13 FEET WEST OF THE CENTER
 DK0064'OF THE DRIVEWAY, 3 FEET SOUTH OF A POWER POLE, 41 FEET WEST OF A POWER
 DK0064'POLE, 75 FEET NNW OF THE NORTHWEST CORNER OF A PORCH OF A TENANT HOUSE
 DK0064'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DK0064
 DK0064                          STATION RECOVERY (1986)
 DK0064
 DK0064'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (DB)
 DK0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0066 ***********************************************************************
 DK0066  DESIGNATION -  49 16 RESET
 DK0066  PID         -  DK0066
 DK0066  STATE/COUNTY-  MS/LEFLORE
 DK0066  USGS QUAD   -  GREENWOOD (1982)
 DK0066
 DK0066                         *CURRENT SURVEY CONTROL
 DK0066  ___________________________________________________________________
 DK0066* NAD 83(1986)-  33 32 38.     (N)    090 14 54.     (W)     SCALED    
 DK0066* NAVD 88     -        39.44   (+/-2cm)     129.4    (feet)  VERTCON   
 DK0066  ___________________________________________________________________
 DK0066  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0066  VERT ORDER  -  THIRD (See Below)
 DK0066
 DK0066.The horizontal coordinates were scaled from a topographic map and have
 DK0066.an estimated accuracy of +/- 6 seconds.
 DK0066
 DK0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0066.The vertical order pertains to the NGVD 29 superseded value.
 DK0066
 DK0066.The geoid height was determined by GEOID03.
 DK0066
 DK0066;                    North         East    Units  Estimated Accuracy
 DK0066;SPC MS W     -   448,360.      707,890.      MT  (+/- 180 meters Scaled)
 DK0066
 DK0066                          SUPERSEDED SURVEY CONTROL
 DK0066
 DK0066  NGVD 29 (??/??/??)   39.50   (m)          129.6    (f) RESET       3  
 DK0066
 DK0066.Superseded values are not recommended for survey control.
 DK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0066.See file dsdata.txt to determine how the superseded data were derived.
 DK0066
 DK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT554149(NAD 83)
 DK0066_MARKER: DB = BENCH MARK DISK
 DK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0066_STAMPING: 49-16 1960 1968
 DK0066_MARK LOGO: MSHD  
 DK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0066+STABILITY: SURFACE MOTION
 DK0066
 DK0066  HISTORY     - Date     Condition        Report By
 DK0066  HISTORY     - 1968     MONUMENTED       MSHD
 DK0066  HISTORY     - 1968     GOOD             CGS
 DK0066  HISTORY     - 1981     GOOD             MSU
 DK0066
 DK0066                          STATION DESCRIPTION
 DK0066
 DK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0066'3.7 MI NW FROM GREENWOOD.
 DK0066'LOCATED 2.7 MILES NORTH AND WEST ALONG U.S. HIGHWAY 82 FROM THE
 DK0066'GREENWOOD-LEFLORE COUNTY HOSPITAL IN GREENWOOD, THENCE 1.0 MILE NORTH
 DK0066'ALONG U.S. HIGHWAY 49E, THENCE 229 FEET WEST ALONG A GRAVELED ROAD TO
 DK0066'THE MARK ON THE LEFT.  IT IS 33 FEET SOUTH OF THE CENTER OF THE
 DK0066'GRAVELED ROAD, 11 FEET EAST OF A FENCE LINE AND A WITNESS POST, 13.5
 DK0066'FEET SOUTHEAST OF A FENCE CORNER, 37 FEET NORTH OF A TELEPHONE LINE,
 DK0066'150 FEET SOUTHEAST OF A POWER POLE AND 136 FEET SOUTHWEST OF A POWER
 DK0066'POLE IN A FIELD ROAD.  IT IS A MSDH AND C AND GS TRAVERSE DISK STAMPED
 DK0066'49-16 1961 1968, 6 INCHES BELOW THE SURFACE OF THE GROUND. NOTE-- THIS
 DK0066'MARK HAS BEEN LOWERED IN ITS ORIGINAL POSITION GIVING IT A NEW
 DK0066'ELEVATION.
 DK0066
 DK0066                          STATION RECOVERY (1981)
 DK0066
 DK0066'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1981 (DB)
 DK0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0067 ***********************************************************************
 DK0067  DESIGNATION -  49 16 RM 1
 DK0067  PID         -  DK0067
 DK0067  STATE/COUNTY-  MS/LEFLORE
 DK0067  USGS QUAD   -  GREENWOOD (1982)
 DK0067
 DK0067                         *CURRENT SURVEY CONTROL
 DK0067  ___________________________________________________________________
 DK0067* NAD 83(1986)-  33 32 38.     (N)    090 14 54.     (W)     SCALED    
 DK0067* NAVD 88     -        39.55   (+/-2cm)     129.8    (feet)  VERTCON   
 DK0067  ___________________________________________________________________
 DK0067  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0067  VERT ORDER  -  ? (See Below)
 DK0067
 DK0067.The horizontal coordinates were scaled from a topographic map and have
 DK0067.an estimated accuracy of +/- 6 seconds.
 DK0067
 DK0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0067.The vertical order pertains to the NGVD 29 superseded value.
 DK0067
 DK0067.The geoid height was determined by GEOID03.
 DK0067
 DK0067;                    North         East    Units  Estimated Accuracy
 DK0067;SPC MS W     -   448,360.      707,890.      MT  (+/- 180 meters Scaled)
 DK0067
 DK0067                          SUPERSEDED SURVEY CONTROL
 DK0067
 DK0067  NGVD 29 (??/??/??)   39.613  (m)          129.96   (f) ADJUSTED    ?  
 DK0067
 DK0067.Superseded values are not recommended for survey control.
 DK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0067.See file dsdata.txt to determine how the superseded data were derived.
 DK0067
 DK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT554149(NAD 83)
 DK0067_MARKER: DR = REFERENCE MARK DISK
 DK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0067_STAMPING: 49-16 RM 1 1961
 DK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0067+STABILITY: SURFACE MOTION
 DK0067
 DK0067  HISTORY     - Date     Condition        Report By
 DK0067  HISTORY     - 1961     MONUMENTED       MSHD
 DK0067  HISTORY     - 1968     GOOD             CGS
 DK0067  HISTORY     - 1986     GOOD             MSU
 DK0067
 DK0067                          STATION DESCRIPTION
 DK0067
 DK0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0067'3.7 MI NW FROM GREENWOOD.
 DK0067'ABOUT 2.7 MILES NORTH AND WEST ALONG U.S. HIGHWAY 82 FROM THE
 DK0067'GREENWOOD-LEFLORE COUNTY HOSPITAL IN GREENWOOD, THENCE 1.0 MILE NORTH
 DK0067'ALONG U.S. HIGHWAY 49E TO THE MARK ON THE LEFT.  IT IS 43.95 FEET
 DK0067'SOUTH OF TRIANGULATION STATION 49-16 (MSDH), 77 FEET SOUTH OF THE
 DK0067'CENTER OF THE GRAVELED ROAD, 11 FEET WEST OF A FIELD ROAD, 1 FOOT EAST
 DK0067'OF A FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 DK0067'MSDH*C AND GS DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DK0067'GROUND.
 DK0067
 DK0067                          STATION RECOVERY (1986)
 DK0067
 DK0067'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (DB)
 DK0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0068 ***********************************************************************
 DK0068  DESIGNATION -  49 16 RM 3
 DK0068  PID         -  DK0068
 DK0068  STATE/COUNTY-  MS/LEFLORE
 DK0068  USGS QUAD   -  GREENWOOD (1982)
 DK0068
 DK0068                         *CURRENT SURVEY CONTROL
 DK0068  ___________________________________________________________________
 DK0068* NAD 83(1986)-  33 32 38.     (N)    090 14 54.     (W)     SCALED    
 DK0068* NAVD 88     -        39.92   (+/-2cm)     131.0    (feet)  VERTCON   
 DK0068  ___________________________________________________________________
 DK0068  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0068  VERT ORDER  -  THIRD (See Below)
 DK0068
 DK0068.The horizontal coordinates were scaled from a topographic map and have
 DK0068.an estimated accuracy of +/- 6 seconds.
 DK0068
 DK0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0068.The vertical order pertains to the NGVD 29 superseded value.
 DK0068
 DK0068.The geoid height was determined by GEOID03.
 DK0068
 DK0068;                    North         East    Units  Estimated Accuracy
 DK0068;SPC MS W     -   448,360.      707,890.      MT  (+/- 180 meters Scaled)
 DK0068
 DK0068                          SUPERSEDED SURVEY CONTROL
 DK0068
 DK0068  NGVD 29 (??/??/??)   39.98   (m)          131.2    (f) RESET       3  
 DK0068
 DK0068.Superseded values are not recommended for survey control.
 DK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0068.See file dsdata.txt to determine how the superseded data were derived.
 DK0068
 DK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT554149(NAD 83)
 DK0068_MARKER: DR = REFERENCE MARK DISK
 DK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0068_STAMPING: 49-16 1961 RM NO 3 1968
 DK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0068+STABILITY: SURFACE MOTION
 DK0068
 DK0068  HISTORY     - Date     Condition        Report By
 DK0068  HISTORY     - 1968     MONUMENTED       CGS
 DK0068  HISTORY     - 1986     GOOD             MSU
 DK0068
 DK0068                          STATION DESCRIPTION
 DK0068
 DK0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0068'0.7 MI NW FROM GREENWOOD.
 DK0068'LOCATED 2.7 MILES NORTH AND WEST ALONG U.S. HIGHWAY 82 FROM THE
 DK0068'GREENWOOD-LEFLORE COUNTY HOSPITAL IN GREENWOOD, THENCE 1.0 MILE NORTH
 DK0068'ALONG U.S. HIGHWAY 49 E, TO A CROSSROAD AND THE MARK IN THE SOUTHWEST
 DK0068'ANGLE.  IT IS 120.42 FEET EAST OF THE TRIANGULATION STATION 49-16
 DK0068'(MSDH), 31 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 107 FEET
 DK0068'WEST OF THE CENTERLINE OF U.S. HIGHWAY 49E, 2 FEET WEST OF A POWER
 DK0068'POLE AND 1 FOOT SOUTH EAST OF A METAL WITNESS POST.  IT IS A MSDH AND
 DK0068'C AND GS REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 DK0068'PROJECTING 6 INCHES.
 DK0068
 DK0068                          STATION RECOVERY (1986)
 DK0068
 DK0068'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (DB)
 DK0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0078 ***********************************************************************
 CP0078  DESIGNATION -  49 2
 CP0078  PID         -  CP0078
 CP0078  STATE/COUNTY-  MS/MADISON
 CP0078  USGS QUAD   -  FLORA (1988)
 CP0078
 CP0078                         *CURRENT SURVEY CONTROL
 CP0078  ___________________________________________________________________
 CP0078* NAD 83(1993)-  32 31 03.03648(N)    090 18 27.18447(W)     ADJUSTED  
 CP0078* NAVD 88     -       104.474  (meters)     342.76   (feet)  ADJUSTED  
 CP0078  ___________________________________________________________________
 CP0078  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CP0078  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CP0078  DYNAMIC HT  -         104.355 (meters)     342.37  (feet)  COMP
 CP0078  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CP0078
 CP0078  HORZ ORDER  -  SECOND
 CP0078  VERT ORDER  -  SECOND    CLASS 0
 CP0078
 CP0078.The horizontal coordinates were established by classical geodetic methods
 CP0078.and adjusted by the National Geodetic Survey in May 1994.
 CP0078
 CP0078.The orthometric height was determined by differential leveling
 CP0078.and adjusted in June 1991.
 CP0078
 CP0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0078
 CP0078.The geoid height was determined by GEOID03.
 CP0078
 CP0078.The dynamic height is computed by dividing the NAVD 88
 CP0078.geopotential number by the normal gravity value computed on the
 CP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0078.degrees latitude (g = 980.6199 gals.).
 CP0078
 CP0078.The modeled gravity was interpolated from observed gravity values.
 CP0078
 CP0078;                    North         East     Units Scale Factor Converg.
 CP0078;SPC MS W     -   334,534.121   702,422.327   MT  0.99995007   +0 00 49.9
 CP0078;SPC MS W     - 1,097,550.70  2,304,530.58   sFT  0.99995007   +0 00 49.9
 CP0078;UTM  15      - 3,600,996.036   752,916.967   MT  1.00038887   +1 26 53.2
 CP0078
 CP0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0078!SPC MS W     -   0.99998779  x   0.99995007  =   0.99993786
 CP0078!UTM  15      -   0.99998779  x   1.00038887  =   1.00037665
 CP0078
 CP0078:                Primary Azimuth Mark                     Grid Az
 CP0078:SPC MS W     -  49 2 AZ MK                               012 40 14.4
 CP0078:UTM  15      -  49 2 AZ MK                               011 14 11.1
 CP0078
 CP0078|---------------------------------------------------------------------|
 CP0078| PID    Reference Object                     Distance      Geod. Az  |
 CP0078|                                                           dddmmss.s |
 CP0078| CP0081 49 2 AZ MK                                         0124104.3 |
 CP0078| CP0079 49 2 RM 1                            21.525 METERS 25800     |
 CP0078| CP2547 FLORA MUNICIPAL WATER TANK          APPROX. 2.9 KM 3542540.8 |
 CP0078| CP0080 49 2 RM 2                            19.273 METERS 35955     |
 CP0078|---------------------------------------------------------------------|
 CP0078
 CP0078                          SUPERSEDED SURVEY CONTROL
 CP0078
 CP0078  NAD 83(1986)-  32 31 03.05148(N)    090 18 27.18041(W) AD(       ) 2
 CP0078  NAD 27      -  32 31 02.54470(N)    090 18 26.85240(W) AD(       ) 2
 CP0078  NGVD 29 (??/??/92)  104.551  (m)          343.01   (f) ADJ UNCH    2 0
 CP0078
 CP0078.Superseded values are not recommended for survey control.
 CP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0078.See file dsdata.txt to determine how the superseded data were derived.
 CP0078
 CP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5291700996(NAD 83)
 CP0078_MARKER: DD = SURVEY DISK
 CP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0078_SP_SET: CONCRETE POST
 CP0078_STAMPING: STA 49-2 1960
 CP0078_MARK LOGO: MSHD  
 CP0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0078+STABILITY: SURFACE MOTION
 CP0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0078+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 CP0078
 CP0078  HISTORY     - Date     Condition        Report By
 CP0078  HISTORY     - 1960     MONUMENTED       MSHD
 CP0078  HISTORY     - 1960     GOOD             MSHD
 CP0078  HISTORY     - 1964     GOOD             MSHD
 CP0078  HISTORY     - 1964     GOOD             NGS
 CP0078  HISTORY     - 1982     GOOD             NGS
 CP0078  HISTORY     - 19890420 GOOD             MSHD
 CP0078  HISTORY     - 19890501 GOOD             MSHD
 CP0078
 CP0078                          STATION DESCRIPTION
 CP0078
 CP0078'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (RLW)
 CP0078'STATION IS 2.0 MILES SOUTH OF FLORA, IN THE NORTHWEST CORNER
 CP0078'OF THE NORTHWEST 1/4 OF SECTION 28, T 8 N, R 1 W ON PROPERTY
 CP0078'OWNED BY P.F. SIMPSON.
 CP0078'
 CP0078'STATION IS REACHED FROM RAILROAD DEPOT IN FLORA BY GOING
 CP0078'WEST ON STATE HIGHWAY 22 FOR 0.2 MILE TO THE JUNCTION OF
 CP0078'U.S. HIGHWAY 49.  TURN LEFT, SOUTH ON HIGHWAY 49 AND GO 1.1
 CP0078'MILES TO A SIDE ROAD LEFT, (AZIMUTH IS REACHED FROM THIS
 CP0078'POINT BY TURNING LEFT, EAST, 0.05 MILES ACROSS RAILROAD, CONTINUE
 CP0078'TO A T INTERSECTION, TURN RIGHT, SOUTH FOR 0.2 MILE TO A
 CP0078'RAILROAD TRESTLE ON RIGHT AND AZIMUTH), CONTINUE 0.4 MILES
 CP0078'TO A GATE ON RIGHT LEADING TO A PASTURE, PASS THROUGH GATE,
 CP0078'TURN SLIGHT LEFT FOR 0.15 MILES TO STATION ON EASTERN SLOPE
 CP0078'OF A KNOLL NEAR SUMMIT.
 CP0078'
 CP0078'ALL MARKS ARE STANDARD BRONZE PHOTRONICS DEVELOPMENT DIVISION
 CP0078'DISKS SET IN THE TOP OF 8-INCH SQUARE CONCRETE POSTS.
 CP0078'
 CP0078'STATION MARKS ARE STAMPED STA 49-2 1960, AND THE SURFACE
 CP0078'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET EAST
 CP0078'OF POWERLINE POLE NUMBER 314, ABOUT 10 FEET NORTH OF THE
 CP0078'NORTHERN EDGE OF A 10-FOOT EAST-WEST CUT ACROSS THE KNOLL
 CP0078'AND 2.6 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 CP0078'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATE
 CP0078'30 INCHES BELOW THE GROUND SURFACE.
 CP0078'
 CP0078'REFERENCE MARK NO. 1, STAMPED RM-1 49-2 1960, IS FLUSH WITH
 CP0078'THE GROUND SURFACE.  IT IS 11 FEET EAST OF A 5 FOOT NORTH-SOUTH
 CP0078'CUT, 10.1 FEET NORTH OF THE EAST-WEST CUT AND 7 FEET WEST
 CP0078'OF POWERLINE POLE NUMBER 314.
 CP0078'
 CP0078'REFERENCE MARK NO. 2, STAMPED RM-2 49-2 1960, IS FLUSH WITH
 CP0078'THE GROUND SURFACE.  IT IS 70.9 FEET NORTHWEST OF THE 10 FOOT
 CP0078'CUT.
 CP0078'
 CP0078'AZIMUTH MARK, STAMPED AZ 49-2 1960, IS FLUSH WITH THE GROUND
 CP0078'SURFACE.  IT IS 37.2 FEET WEST OF SOUTHWEST CORNER OF RAILROAD
 CP0078'TRESTLE, 10 FEET FROM THE INTERSECTION OF TWO DRAINAGE
 CP0078'DITCHES, 3.0 FEET NORTHWEST OF A METAL WITNESS POST AND 1.3
 CP0078'FEET EAST OF TELEPHONE LINE POLE NUMBER 6953.
 CP0078'
 CP0078'HEIGHT OF LIGHT ABOVE STATION 4.7 FT.
 CP0078
 CP0078                          STATION RECOVERY (1960)
 CP0078
 CP0078'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0078'2 MI S FROM FLORA.
 CP0078'LOCATED 2.0 MILES SOUTH OF FLORA AND ON PROPERTY OWNED BY P. F.
 CP0078'SIMPSON.  TO REACH FROM THE RAILROAD DEPOT IN FLORA, GO WEST ON STATE
 CP0078'HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF U. S. HIGHWAY 49.  TURN
 CP0078'LEFT, SOUTH, ON HIGHWAY 49 AND GO 1.1 MILES TO A SIDE ROAD LEFT,
 CP0078'CONTINUE ON HIGHWAY 49 FOR 0.4 MILES TO A GATE ON RIGHT LEADING TO A
 CP0078'PASTURE.  PASS THROUGH GATE AND TURN SLIGHT LEFT FOR 0.15 MILES TO
 CP0078'STATION ON EASTERN SLOPE OF A KNOLL NEAR SUMMIT.  THE MARK IS A
 CP0078'STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK STAMPED STA 49-2 1960,
 CP0078'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 CP0078'SURFACE.  IT IS 66 FEET EAST OF POWER POLE NUMBER 314, ABOUT 10 FEET
 CP0078'NORTH OF THE NORTHERN EDGE OF A 10-FOOT EAST-WEST CUT ACROSS THE KNOLL
 CP0078'AND 2.6 FEET WEST OF A METAL WITNESS POST.
 CP0078
 CP0078                          STATION RECOVERY (1964)
 CP0078
 CP0078'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0078'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP0078'CONDITION.
 CP0078'
 CP0078'THE 1960 DESCRIPTION IS ADEQUATE.
 CP0078
 CP0078                          STATION RECOVERY (1964)
 CP0078
 CP0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CP0078'RECOVERED IN GOOD CONDITION.
 CP0078
 CP0078                          STATION RECOVERY (1982)
 CP0078
 CP0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP0078'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY MSHD IN
 CP0078'THE 1960 DESCRIPTION WITH THE FOLLOWING EXCEPTIONS.  THE STATION MARK
 CP0078'IS 12 FEET NORTH OF A LONE 6-INCH OAK TREE, REFERENCE MARK NO 1 IS 5
 CP0078'FEET WEST OF A NEW POWER POLE.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 CP0078'THE STATION DUE TO PINE TREES.
 CP0078
 CP0078                          STATION RECOVERY (1989)
 CP0078
 CP0078'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0078'STATION MARK, REFERENCE MARK NO.1, REFERENCE MARK NO.2 AND THE AZIMUTH
 CP0078'MARK WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK IS NOT VISIBLE
 CP0078'FROM THE STATION.
 CP0078'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 49 BYPASS AND STATE
 CP0078'HIGHWAY 22 AT THE WEST EDGE OF FLORA, GO SOUTHEAST ON U.S. HIGHWAY 49
 CP0078'FOR 1.85 KM (1.15 MI) TO A SIDE ROAD LEADING FROM THE NORTH BOUND
 CP0078'LANES OF HIGHJWAY 49. TO REACH THE AZIMUTH MARK GO EAST ON THIS ROAD
 CP0078'FOR 0.08 KM (0.05 MI) TO A RAILROAD CROSSING, THENCE SOUTHEAST ALONG
 CP0078'THE RAILROAD TRACK FOR 0.32 KM (0.20 MI) TO THE TRESTLE AND THE MARK
 CP0078'ON THE RIGHT. CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 0.89 KM (0.55 MI)
 CP0078'TO THE STATION ON THE RIGHT.
 CP0078'STATION MARK IS A STAMDARD MSHD DISK, STAMPED---STA 49-2 1960---SET IN
 CP0078'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND. IT IS 135.94
 CP0078'M (446.0 FT) WEST OF THE CENTER OF U.S. HIGHWAY 49, 20.12 M (66.0 FT)
 CP0078'EAST OF A POWER POLE, 5.03 M (16.5 FT) WEST OF AN 8 INCH LOCUST, 4.27
 CP0078'M (14.0 FT) NORTH OF THE EDGE OF A BANK AND 3.66 M (12.0 FT) NORTH OF
 CP0078'A 10 INCH ELM.
 CP0078'REFERENCE MARK NO.1 IS A STANDARD MSHD DISK, STAMPED---49-2 RM-1
 CP0078'1960---SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CP0078'IT IS 36.27 M (119.0 FT) EAST OF A 24 INCH OAK, 3.2 M (10.5 FT) EAST
 CP0078'OF THE EDGE OF A BANK 1.37 M (4.5 FT) WEST OF A POWER POLE AND 0.46 M
 CP0078'(1.5 FT) NORTH OF THE EDGE OF A BANK.
 CP0078'REFERENCE MARK NO.2 IS A STANDARD MSHD DISK, STAMPED---49-2 RM-2
 CP0078'1960---SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CP0078'IT IS 30.94 M (101.5 FT) NORTHEAST OF A POWER POLE, 24.38 M (80.0 FT)
 CP0078'NORTH OF THE EDGE OF A BANK, 20.12 M (66.0 FT) WEST SOUTHWEST OF A 7
 CP0078'INCH LOCUST AND 19.51 M (64.0 FT) NORTH NORTHWEST OF AN 8 INCH LOCUST.
 CP0078'AZIMUTH MARK IS A STANDARD MSHD DISK, STAMPED---AZ 49-2 1960---SET IN
 CP0078'THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.1 M (0.3 FT) . IT IS
 CP0078'12.51 M (41.0 FT) WEST OF THE WEST RAIL, 11.28 M (37.0 FT) WEST OF THE
 CP0078'SOUTHWEST PILING OF THE TRESTLE, 3.66 M (12.0 FT) EAST OF A 10 INCH
 CP0078'OAK, 0.92 M (3.0 FT) NORTHWEST OF A METAL WITNESS POST AND 0.46 M
 CP0078'(1.5 FT) EAST OF A TELEPHONE STUMP.
 CP0078
 CP0078                          STATION RECOVERY (1989)
 CP0078
 CP0078'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0078'MARK WAS VISITED AND FOUND IN GOOD CONDITION.
 CP0078'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0078'HIGHWAY 49 BYPASS AT WEST EDGE OF FLORA, GO SOUTHEAST ON U.S. HIGHWAY
 CP0078'49 FOR 3.86 KM (2.40 MI) TO THE MARK ON THE RIGHT.
 CP0078'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0078'FLUSH WITH THE GROUND. IT IS 135.94 M (446.0 FT) WEST OF THE CENTER OF
 CP0078'THE SOUTH BOUND LANE OF HIGHWAY 49, 20.12 M (66.0 FT) EAST OF A POWER
 CP0078'POLE, 5.03 M (16.5 FT) WEST OF AN 8 INCH LOCUST, 4.27 M (14.0 FT)
 CP0078'NORTH OF THE EDGE OF A BANK AND 3.66 M (12.0 FT) NORTH OF AN 8 INCH
 CP0078'ELM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0081 ***********************************************************************
 CP0081  DESIGNATION -  49 2 AZ MK
 CP0081  PID         -  CP0081
 CP0081  STATE/COUNTY-  MS/MADISON
 CP0081  USGS QUAD   -  FLORA (1988)
 CP0081
 CP0081                         *CURRENT SURVEY CONTROL
 CP0081  ___________________________________________________________________
 CP0081* NAD 83(1986)-  32 31 19.     (N)    090 18 23.     (W)     SCALED    
 CP0081* NAVD 88     -        77.233  (meters)     253.39   (feet)  ADJUSTED  
 CP0081  ___________________________________________________________________
 CP0081  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CP0081  DYNAMIC HT  -          77.146 (meters)     253.10  (feet)  COMP
 CP0081  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CP0081
 CP0081  VERT ORDER  -  SECOND    CLASS 0
 CP0081
 CP0081.The horizontal coordinates were scaled from a topographic map and have
 CP0081.an estimated accuracy of +/- 6 seconds.
 CP0081
 CP0081.The orthometric height was determined by differential leveling
 CP0081.and adjusted in June 1991.
 CP0081
 CP0081.The geoid height was determined by GEOID03.
 CP0081
 CP0081.The dynamic height is computed by dividing the NAVD 88
 CP0081.geopotential number by the normal gravity value computed on the
 CP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0081.degrees latitude (g = 980.6199 gals.).
 CP0081
 CP0081.The modeled gravity was interpolated from observed gravity values.
 CP0081
 CP0081;                    North         East    Units  Estimated Accuracy
 CP0081;SPC MS W     -   335,030.      702,530.      MT  (+/- 180 meters Scaled)
 CP0081
 CP0081                          SUPERSEDED SURVEY CONTROL
 CP0081
 CP0081  NGVD 29 (??/??/92)   77.311  (m)          253.64   (f) ADJ UNCH    2 0
 CP0081
 CP0081.Superseded values are not recommended for survey control.
 CP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0081.See file dsdata.txt to determine how the superseded data were derived.
 CP0081
 CP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS530014(NAD 83)
 CP0081_MARKER: DD = SURVEY DISK
 CP0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0081_SP_SET: CONCRETE POST
 CP0081_STAMPING: AZ 49-2 1960
 CP0081_MARK LOGO: MSHD  
 CP0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0081+STABILITY: SURFACE MOTION
 CP0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0081+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 CP0081
 CP0081  HISTORY     - Date     Condition        Report By
 CP0081  HISTORY     - 1960     MONUMENTED       MSHD
 CP0081  HISTORY     - 1964     GOOD             NGS
 CP0081  HISTORY     - 19890501 GOOD             MSHD
 CP0081
 CP0081                          STATION DESCRIPTION
 CP0081
 CP0081'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0081'1.3 MI S FROM FLORA.
 CP0081'LOCATED 1.3 MILES SOUTH OF FLORA ALONG THE ILLINOIS CENTRAL RAILROAD.
 CP0081'TO REACH FROM THE RAILROAD DEPOT IN FLORA, GO WEST ON STATE HIGHWAY 22
 CP0081'FOR 0.2 MILES TO THE JUNCTION OF U. S. HIGHWAY 49.  TURN LEFT, SOUTH,
 CP0081'ON HIGHWAY 49 AND GO 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 CP0081'EAST ON SIDE ROAD FOR 0.05 MILES TO RAILROAD, CONTINUE ON SIDE ROAD TO
 CP0081'A T INTERSECTION.  TURN RIGHT, SOUTH, FOR 0.2 MILES TO A RAILROAD
 CP0081'TRESTLE ON RIGHT AND MARK AS DESCRIBED.  THE MARK IS A STANDARD
 CP0081'PHOTRONICS DEVELOPMENT DIVISION DISK, STAMPED AZ 49-2 1960, SET IN THE
 CP0081'TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND. IT IS
 CP0081'37.2 FEET WEST OF THE SOUTHWEST CORNER OF RAILROAD TRESTLE, 10 FEET
 CP0081'FROM THE INTERSECTION OF TWO DRAINAGE DITCHES, 3.0 FEET NORTHEAST OF A
 CP0081'METAL WITNESS POST AND 1.3 FEET EAST OF TELEPHONE LINE POLE NUMBER
 CP0081'6953.
 CP0081
 CP0081                          STATION RECOVERY (1964)
 CP0081
 CP0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CP0081'RECOVERED IN GOOD CONDITION.
 CP0081
 CP0081                          STATION RECOVERY (1989)
 CP0081
 CP0081'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0081'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0081'HIGHWAY 49 BYPASS AT THE WEST EDGE OF FLORA, GO SOUTHEAST ON U.S.
 CP0081'HIGHWAY 49 FOR 1.85 KM (1.15 MI) TO A SIDE ROAD CONNECTING THE NORTH
 CP0081'BOUND LANE, TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.16 KM
 CP0081'(0.10 MI) TO A RAILROAD CROSSING, THENCE SOUTHEAST ALONG THE RAILROAD
 CP0081'TRACK FOR 0.32 KM (0.20 MI) TO THE RAILROAD TRESTLE AND THE MARK ON
 CP0081'THE RIGHT.
 CP0081'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0081'PROJECTING 0.1 M (0.3 FT) . IT IS 12.5 M (41.0 FT) WEST OF THE WEST
 CP0081'RAIL, 11.28 M (37.0 FT) WEST OF THE SOUTHWEST PILING OF THE RAILROAD
 CP0081'TRESTLE, 3.66 M (12.0 FT) EAST OF A 10 INCH OAK, 0.92 M (3.0 FT)
 CP0081'NORTHWEST OF A METAL WITNESS POST AND 0.46 M (1.5 FT) EAST OF A
 CP0081'TELEPHONE POLE STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0079 ***********************************************************************
 CP0079  DESIGNATION -  49 2 RM 1
 CP0079  PID         -  CP0079
 CP0079  STATE/COUNTY-  MS/MADISON
 CP0079  USGS QUAD   -  FLORA (1988)
 CP0079
 CP0079                         *CURRENT SURVEY CONTROL
 CP0079  ___________________________________________________________________
 CP0079* NAD 83(1986)-  32 31 04.     (N)    090 18 27.     (W)     SCALED    
 CP0079* NAVD 88     -       105.123  (meters)     344.89   (feet)  ADJUSTED  
 CP0079  ___________________________________________________________________
 CP0079  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CP0079  DYNAMIC HT  -         105.004 (meters)     344.50  (feet)  COMP
 CP0079  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CP0079
 CP0079  VERT ORDER  -  SECOND    CLASS 0
 CP0079
 CP0079.The horizontal coordinates were scaled from a topographic map and have
 CP0079.an estimated accuracy of +/- 6 seconds.
 CP0079
 CP0079.The orthometric height was determined by differential leveling
 CP0079.and adjusted in June 1991.
 CP0079
 CP0079.The geoid height was determined by GEOID03.
 CP0079
 CP0079.The dynamic height is computed by dividing the NAVD 88
 CP0079.geopotential number by the normal gravity value computed on the
 CP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0079.degrees latitude (g = 980.6199 gals.).
 CP0079
 CP0079.The modeled gravity was interpolated from observed gravity values.
 CP0079
 CP0079;                    North         East    Units  Estimated Accuracy
 CP0079;SPC MS W     -   334,560.      702,430.      MT  (+/- 180 meters Scaled)
 CP0079
 CP0079                          SUPERSEDED SURVEY CONTROL
 CP0079
 CP0079  NGVD 29 (??/??/92)  105.201  (m)          345.15   (f) ADJ UNCH    2 0
 CP0079
 CP0079.Superseded values are not recommended for survey control.
 CP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0079.See file dsdata.txt to determine how the superseded data were derived.
 CP0079
 CP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS529010(NAD 83)
 CP0079_MARKER: DD = SURVEY DISK
 CP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0079_SP_SET: CONCRETE POST
 CP0079_STAMPING: RM-1 49-2 1960
 CP0079_MARK LOGO: MSHD  
 CP0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0079+STABILITY: SURFACE MOTION
 CP0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0079+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 CP0079
 CP0079  HISTORY     - Date     Condition        Report By
 CP0079  HISTORY     - 1960     MONUMENTED       MSHD
 CP0079  HISTORY     - 1964     GOOD             NGS
 CP0079  HISTORY     - 19890501 GOOD             MSHD
 CP0079
 CP0079                          STATION DESCRIPTION
 CP0079
 CP0079'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0079'2 MI S FROM FLORA.
 CP0079'LOCATED 2.0 MILES SOUTH OF FLORA AND ON PROPERTY OWNED BY P. F.
 CP0079'SIMPSON.  TO REACH FROM THE RAILROAD DEPOT IN FLORA, GO WEST ON STATE
 CP0079'HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF U. S. HIGHWAY 49.  TURN
 CP0079'LEFT, SOUTH, ON HIGHWAY 49 AND GO 1.1 MILES TO A SIDE ROAD LEFT,
 CP0079'CONTINUE ON HIGHWAY 49 FOR 0.4 MILES TO A GATE ON RIGHT LEADING TO A
 CP0079'PASTURE.  PASS THROUGH GATE AND TURN SLIGHT LEFT FOR 0.15 MILES TO
 CP0079'STATION ON EASTERN SLOPE OF A KNOLL NEAR SUMMIT.  THE MARK IS A
 CP0079'STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK STAMPED RM-1 49-2 1960,
 CP0079'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE
 CP0079'GROUND.  IT IS 11 FEET EAST OF A 5 FOOT NORTH-SOUTH CUT, 10.1 FEET
 CP0079'NORTH OF THE EAST-WEST CUT AND 7 FEET WEST OF POWER LINE POLE NUMBER
 CP0079'314.
 CP0079
 CP0079                          STATION RECOVERY (1964)
 CP0079
 CP0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CP0079'RECOVERED IN GOOD CONDITION.
 CP0079
 CP0079                          STATION RECOVERY (1989)
 CP0079
 CP0079'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0079'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0079'HIGHWAY 49 BYPASS AT THE WEST EDGE OF FLORA, GO SOUTHEAST ON U.S.
 CP0079'HIGHWAY 49 FOR 3.86 KM (2.40 MI) TO THE MARK ON THE RIGHT.
 CP0079'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0079'FLUSH WITH THE GROUND. IT IS ABOUT 157.28 M (516.0 FT) WEST OF THE
 CP0079'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 36.27 M (119.0 FT)
 CP0079'EAST OF A 24 INCH OAK, 3.2 M (10.5 FT) EAST OF THE EDGE OF A BANK,
 CP0079'1.37 M (4.5 FT) WEST OF A POWER POLE AND 0.46 M (1.5 FT) NORTH OF THE
 CP0079'EDGE OF A BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0080 ***********************************************************************
 CP0080  DESIGNATION -  49 2 RM 2
 CP0080  PID         -  CP0080
 CP0080  STATE/COUNTY-  MS/MADISON
 CP0080  USGS QUAD   -  FLORA (1988)
 CP0080
 CP0080                         *CURRENT SURVEY CONTROL
 CP0080  ___________________________________________________________________
 CP0080* NAD 83(1986)-  32 31 04.     (N)    090 18 26.     (W)     SCALED    
 CP0080* NAVD 88     -       103.866  (meters)     340.77   (feet)  ADJUSTED  
 CP0080  ___________________________________________________________________
 CP0080  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CP0080  DYNAMIC HT  -         103.748 (meters)     340.38  (feet)  COMP
 CP0080  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CP0080
 CP0080  VERT ORDER  -  SECOND    CLASS 0
 CP0080
 CP0080.The horizontal coordinates were scaled from a topographic map and have
 CP0080.an estimated accuracy of +/- 6 seconds.
 CP0080
 CP0080.The orthometric height was determined by differential leveling
 CP0080.and adjusted in June 1991.
 CP0080
 CP0080.The geoid height was determined by GEOID03.
 CP0080
 CP0080.The dynamic height is computed by dividing the NAVD 88
 CP0080.geopotential number by the normal gravity value computed on the
 CP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0080.degrees latitude (g = 980.6199 gals.).
 CP0080
 CP0080.The modeled gravity was interpolated from observed gravity values.
 CP0080
 CP0080;                    North         East    Units  Estimated Accuracy
 CP0080;SPC MS W     -   334,560.      702,450.      MT  (+/- 180 meters Scaled)
 CP0080
 CP0080                          SUPERSEDED SURVEY CONTROL
 CP0080
 CP0080  NGVD 29 (??/??/92)  103.943  (m)          341.02   (f) ADJ UNCH    2 0
 CP0080
 CP0080.Superseded values are not recommended for survey control.
 CP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0080.See file dsdata.txt to determine how the superseded data were derived.
 CP0080
 CP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS529010(NAD 83)
 CP0080_MARKER: DD = SURVEY DISK
 CP0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0080_SP_SET: CONCRETE POST
 CP0080_STAMPING: RM-2 49-2 1960
 CP0080_MARK LOGO: MSHD  
 CP0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0080+STABILITY: SURFACE MOTION
 CP0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0080+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 CP0080
 CP0080  HISTORY     - Date     Condition        Report By
 CP0080  HISTORY     - 1960     MONUMENTED       MSHD
 CP0080  HISTORY     - 1964     GOOD             NGS
 CP0080  HISTORY     - 19890501 GOOD             MSHD
 CP0080
 CP0080                          STATION DESCRIPTION
 CP0080
 CP0080'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0080'2 MI S FROM FLORA.
 CP0080'LOCATED 2.0 MILES SOUTH OF FLORA AND ON PROPERTY OWNED BY P. F.
 CP0080'SIMPSON.  TO REACH FROM THE RAILROAD DEPOT IN FLORA, GO WEST ON STATE
 CP0080'HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF U. S. HIGHWAY 49.  TURN
 CP0080'LEFT, SOUTH, ON HIGHWAY 49 AND GO 1.1 MILES TO A SIDE ROAD LEFT,
 CP0080'CONTINUE ON HIGHWAY 49 FOR 0.4 MILES TO A GATE ON RIGHT LEADING TO
 CP0080'PASTURE.  PASS THROUGH GATE AND TURN SLIGHT LEFT FOR 0.15 MILES TO
 CP0080'STATION ON EASTERN SLOPE OF A KNOLL NEAR SUMMIT.  THE MARK IS A
 CP0080'STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK STAMPED RM-2 49-2 1960,
 CP0080'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE
 CP0080'GROUND.  IT IS 70.9 FEET NORTHWEST OF A 10-FOOT CUT.
 CP0080
 CP0080                          STATION RECOVERY (1964)
 CP0080
 CP0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CP0080'RECOVERED IN GOOD CONDITION.
 CP0080
 CP0080                          STATION RECOVERY (1989)
 CP0080
 CP0080'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0080'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0080'HIGHWAY 49 BYPASS AT THE WEST EDGE OF FLORA, GO SOUTHEAST ON U.S.
 CP0080'HIGHWAY 49 FOR 3.86 KM (2.40 MI) TO THE MARK ON THE RIGHT.
 CP0080'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0080'FLUSH WITH THE GROUND. IT IS ABOUT 134.11 M (440.0 FT) WEST OF THE
 CP0080'CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 30.94 M (101.5 FT)
 CP0080'NORTHEAST OF A POWER POLE, 24.38 M (80.0 FT) NORTH OF THE EDGE OF A
 CP0080'BANK, 20.12 M (66.0 FT) WEST SOUTHWEST OF A 7 INCH LOCUST AND 19.51 M
 CP0080'(64.0 FT) NORTH NORTHWEST OF AN 8 INCH LODUST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0088 ***********************************************************************
 CP0088  DESIGNATION -  49 3
 CP0088  PID         -  CP0088
 CP0088  STATE/COUNTY-  MS/MADISON
 CP0088  USGS QUAD   -  FLORA (1988)
 CP0088
 CP0088                         *CURRENT SURVEY CONTROL
 CP0088  ___________________________________________________________________
 CP0088* NAD 83(1993)-  32 34 23.92721(N)    090 19 41.16724(W)     ADJUSTED  
 CP0088* NAVD 88     -        71.927  (meters)     235.98   (feet)  ADJUSTED  
 CP0088  ___________________________________________________________________
 CP0088  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CP0088  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CP0088  DYNAMIC HT  -          71.845 (meters)     235.71  (feet)  COMP
 CP0088  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CP0088
 CP0088  HORZ ORDER  -  SECOND
 CP0088  VERT ORDER  -  SECOND    CLASS 0
 CP0088
 CP0088.The horizontal coordinates were established by classical geodetic methods
 CP0088.and adjusted by the National Geodetic Survey in May 1994.
 CP0088
 CP0088.The orthometric height was determined by differential leveling
 CP0088.and adjusted in June 1991.
 CP0088
 CP0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0088
 CP0088.The geoid height was determined by GEOID03.
 CP0088
 CP0088.The dynamic height is computed by dividing the NAVD 88
 CP0088.geopotential number by the normal gravity value computed on the
 CP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0088.degrees latitude (g = 980.6199 gals.).
 CP0088
 CP0088.The modeled gravity was interpolated from observed gravity values.
 CP0088
 CP0088;                    North         East     Units Scale Factor Converg.
 CP0088;SPC MS W     -   340,721.881   700,491.199   MT  0.99995000   +0 00 10.1
 CP0088;SPC MS W     - 1,117,851.70  2,298,194.88   sFT  0.99995000   +0 00 10.1
 CP0088;UTM  15      - 3,607,136.134   750,830.548   MT  1.00037589   +1 26 21.3
 CP0088
 CP0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0088!SPC MS W     -   0.99999291  x   0.99995000  =   0.99994291
 CP0088!UTM  15      -   0.99999291  x   1.00037589  =   1.00036879
 CP0088
 CP0088|---------------------------------------------------------------------|
 CP0088| PID    Reference Object                     Distance      Geod. Az  |
 CP0088|                                                           dddmmss.s |
 CP0088| CP0089 49 3 RM 1                            32.129 METERS 05027     |
 CP0088| CP0090 49 3 RM 2                            21.510 METERS 16411     |
 CP0088| CP0087 49 3 RM 3                                          2443710.7 |
 CP0088| CP0086 49 3 AZ MK                                         2461334.1 |
 CP0088| CP2543 BENTONIA MUNICIPAL TANK             APPROX. 8.4 KM 3342115.7 |
 CP0088|---------------------------------------------------------------------|
 CP0088
 CP0088                          SUPERSEDED SURVEY CONTROL
 CP0088
 CP0088  NAD 83(1986)-  32 34 23.94177(N)    090 19 41.16297(W) AD(       ) 2
 CP0088  NAD 27      -  32 34 23.44000(N)    090 19 40.83390(W) AD(       ) 2
 CP0088  NGVD 29 (??/??/92)   72.007  (m)          236.24   (f) ADJ UNCH    2 0
 CP0088
 CP0088.Superseded values are not recommended for survey control.
 CP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0088.See file dsdata.txt to determine how the superseded data were derived.
 CP0088
 CP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5083107136(NAD 83)
 CP0088_MARKER: DD = SURVEY DISK
 CP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0088_SP_SET: CONCRETE POST
 CP0088_STAMPING: STA 49-3 1960
 CP0088_MARK LOGO: MSHD  
 CP0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0088+STABILITY: SURFACE MOTION
 CP0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0088+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1989
 CP0088
 CP0088  HISTORY     - Date     Condition        Report By
 CP0088  HISTORY     - 1960     MONUMENTED       MSHD
 CP0088  HISTORY     - 1960     GOOD             MSHD
 CP0088  HISTORY     - 1973     GOOD             NGS
 CP0088  HISTORY     - 1982     GOOD             NGS
 CP0088  HISTORY     - 19890508 GOOD             MSHD
 CP0088  HISTORY     - 19890508 GOOD             MSHD
 CP0088
 CP0088                          STATION DESCRIPTION
 CP0088
 CP0088'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (RLW)
 CP0088'STATION IS ABOUT 2.5 MILES NORTH OF FLORA, 5.5 MILES SOUTHEAST
 CP0088'OF BENTONIA, IN THE NORTHWEST 1/4 OF SECTION 5, T 8 N, R 1 W,
 CP0088'ON PROPERTY OWNED BY WILBUR ELMORE.
 CP0088'
 CP0088'STATION IS REACHED FROM THE RAILROAD DEPOT IN FLORA BY GOING
 CP0088'WEST ON STATE HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF
 CP0088'U.S. HIGHWAY 49, TURN RIGHT, NORTH, ON HIGHWAY 49 FOR 2.5
 CP0088'MILES TO A BLACKTOP ROAD LEADING TO M.R.S. MANUFACTURING COMPANY
 CP0088'AND AZIMUTH MARK ON RIGHT.  TURN RIGHT AND GO 0.25 MILES
 CP0088'TO WILBUR ELMORES RESIDENCE ON RIGHT AND THE STATION AS
 CP0088'DESCRIBED.
 CP0088'
 CP0088'ALL MARKS ARE STANDARD PHOTRONICS DEVELOPMENT DIVISION DISKS
 CP0088'SET IN THE TOP OF 8-INCH SQUARE CONCRETE POSTS.
 CP0088'
 CP0088'STATION MARKS ARE STAMPED STA 49-3 1960 AND THE SURFACE MARK
 CP0088'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 75.0 FEET NORTH
 CP0088'OF A POWER LINE POLE, 67.5 FEET SOUTH OF APPROXIMATE CENTER
 CP0088'OF BLACKTOP ROAD, 55.4 FEET EAST OF A NORTH-SOUTH FENCE, 43.2
 CP0088'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 34.0 FEET
 CP0088'SOUTH OF A METAL WITNESS POST, 30.6 FEET SOUTH OF A FENCE
 CP0088'CORNER.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 CP0088'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CP0088'
 CP0088'REFERENCE MARK NO. 1, STAMPED RM-1 49-3 1960, IS FLUSH WITH
 CP0088'THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE APPROXIMATE
 CP0088'CENTER OF THE BLACK TOP ROAD, 26 FEET EAST OF THE APPROXIMATE
 CP0088'CENTER OF DRIVEWAY AND 2 FEET NORTHEAST OF A FENCE CORNER.
 CP0088'
 CP0088'REFERENCE MARK NO. 2, STAMPED RM-2 49-3 1960, IS FLUSH WITH
 CP0088'THE GROUND SURFACE.  IT IS 53.4 FEET EAST OF A YARD FENCE,
 CP0088'27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND
 CP0088'5 FEET NORTH OF A POWER LINE POLE.
 CP0088'
 CP0088'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS STAMPED
 CP0088'AZ 49-3 1960, AND FLUSH WITH THE GROUND SURFACE.  IT IS 136
 CP0088'FEET SOUTH OF THE EAST OF TWIN POWER LINE POLES SUPPORTING
 CP0088'TRANSFORMER STATION, 109 FEET EAST-SOUTHEAST OF INTERSECTION
 CP0088'OF HIGHWAY 49 AND THE BLACKTOP ROAD, 96.6 FEET EAST OF THE
 CP0088'CENTER LINE OF HIGHWAY 49, 45.7 FEET EAST OF THE NORTHWEST
 CP0088'FENCE CORNER OF PASTURE LAND, 31 FEET SOUTH OF THE APPROXIMATE
 CP0088'CENTER OF BLACKTOP ROAD AND 2.4 FEET WEST OF A METAL WITNESS
 CP0088'POST.
 CP0088'
 CP0088'HEIGHT OF LIGHT ABOVE STATION 5.4 FT.
 CP0088
 CP0088                          STATION RECOVERY (1960)
 CP0088
 CP0088'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0088'2.5 MI N FROM FLORA.
 CP0088'LOCATED 2.5 MILES NORTH OF FLORA AND 5.5 MILES SOUTHEAST OF BENTONIA
 CP0088'ON PROPERTY OWNED BY WILBUR ELMORE.  TO REACH FROM THE RAILROAD DEPOT
 CP0088'IN FLORA, GO WEST ON STATE HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF
 CP0088'U. S. HIGHWAY 49.  TURN RIGHT, NORTH, ON HIGHWAY 49 AND GO 2.5 MILES
 CP0088'TO A BLACKTOP ROAD LEADING TO M.R.S. MANUFACTURING COMPANY. TURN RIGHT
 CP0088'AND GO EAST ON BLACKTOP ROAD FOR 0.25 MILES TO THE ELMORE RESIDENCE ON
 CP0088'RIGHT AND MARK AS DESCRIBED.  THE MARK, A STANDARD PHOTRONICS
 CP0088'DEVELOPMENT DIVISION DISK STAMPED STA 49-3 1960, IS SET IN THE TOP OF
 CP0088'AN 8-INCH SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE GROUND
 CP0088'SURFACE.  IT IS 75.0 FEET NORTH OF A POWER LINE POLE, 67.5 FEET SOUTH
 CP0088'OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD, 55.4 FEET EAST OF A
 CP0088'NORTH-SOUTH FENCE, 43.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CP0088'HOUSE AND 34.0 FEET SOUTH OF A METAL WITNESS POST.
 CP0088
 CP0088                          STATION RECOVERY (1973)
 CP0088
 CP0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 CP0088'THE STATION WAS VISITED 11-6-73 AND ALL MARKS WERE FOUND
 CP0088'IN GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT
 CP0088'THIS DATE DUE TO HIGHWAY CONSTRUCTION U.S. HIGHWAY 49.  A
 CP0088'NEW MARK R.M. NO. 3 WAS ESTABLISHED AT THIS DATE TO SERVE
 CP0088'AS A NEW AZIMUTH MARK.
 CP0088'
 CP0088'THE 1960 DESCRIPTION FOR THE STATION IS ADEQUATE SINCE EVERYTHING
 CP0088'IN THE YARD IN WHICH IT WAS SET HAS NOT CHANGED AND SHRUBS
 CP0088'WOULD HAVE TO BE CUT TO SEE THE REFERENCE MARKS FROM THE
 CP0088'STATION, ALL MARKS ARE SECOND ORDER BENCH MARKS.  A NEW
 CP0088'DESCRIPTION FOR THE AZIMUTH MARK FOLLOWS--
 CP0088'
 CP0088'REFERENCE MARK NO. 3 IS 0.25 MILE WEST OF THE STATION IN
 CP0088'THE SW QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 49 AND
 CP0088'A ROAD LEADING EAST TO THE KEARNEY INDUSTRIAL PARK.  IT IS
 CP0088'198 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF U.S.
 CP0088'HIGHWAY 49, 44 FEET SOUTH OF A FENCE CORNER, 70 FEET SOUTH OF THE
 CP0088'CENTER OF THE ROAD LEADING EAST, 1 FOOT SOUTH OF A METAL WITNESS
 CP0088'POST, 1 FOOT NORTHWEST OF A FENCE.  IT IS A MISSISSIPPI STATE
 CP0088'HIGHWAY DISK STAMPED 49-3 1960, NO 3 1973, PROJECTING 2
 CP0088'INCHES.
 CP0088'
 CP0088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CP0088'NORTH OF FLORA.
 CP0088
 CP0088                          STATION RECOVERY (1982)
 CP0088
 CP0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP0088'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND REFERENCE MARK NO
 CP0088'3 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 CP0088'1973 DESCRIPTION.
 CP0088
 CP0088                          STATION RECOVERY (1989)
 CP0088
 CP0088'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0088'STATION MARK, REFERENCE MARK NO.1, REFERENCE MARK NO.2 AND REFERENCE
 CP0088'MARK NO 3 WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO.3 IS VISIBLE
 CP0088'FROM THE STATION.
 CP0088'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.49
 CP0088'BYPASS AT THE WEST EDGE OF FLORA, GO NORTH ON U.S.49 FOR 4.11 KM
 CP0088'(2.55 MI) TO A SIDE ROAD AND REFERENCE MARK NO.3 ON THE RIGHT, TURN
 CP0088'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FRAME
 CP0088'HOUSE AND THE STATION ON THE RIGHT.
 CP0088'STATION MARK IS A STANDARD MSHD DISK, STAMPED---STA 49-3 1960---SET IN
 CP0088'THE TOP OF A SQUARE CONCRETE POST 0.3 M (1.0 FT) BELOW THE GROUND. IT
 CP0088'IS 22.71 M (74.5 FT) NORTH OF A POWER POLE, 20.88 M (68.5 FT) WEST OF
 CP0088'THE WEST EDGE OF A PAVED DRIVEWAY, 20.42 M (67.0 FT)  SOUTH OF THE
 CP0088'CENTER OF A PAVED ROAD, 13.11 M (43.0 FT) NORTHWEST OF THE NORTHWEST
 CP0088'CORNER OF A FRAME HOUSE, 7.92 M (26.0 FT) SOUTH OF THE NORTHWEST
 CP0088'CORNER A CYCLONDE FENCE AROUND A YARD, 10.36 M (34.0 FT) SOUTH OF A
 CP0088'METAL WITNESS POST AND 1.22 M (4.0 FT) EAST OF A CYCLONE FENCE.
 CP0088'REFERENCE MARK NO.1 IS A STANDARD MSHD DISK, STAMPED---49-3 RM-1
 CP0088'1960---SET IN THE TOP OF ASQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CP0088'IT IS 10.97 M (36.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 6.25 M
 CP0088'(20.5 FT) EAST OF THE EAST EDGE OF A PAVED DRIVEWAY, 1.52 M (5.0 FT)
 CP0088'SOUTHEAST OF A SQUARE CONCRETE PROPERTY CORNER, 0.76 M (2.5 FT) EAST
 CP0088'SOUTHEAST OF A FENCE CORNER AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE
 CP0088'WITNESS POST IN A FENCE LINE.
 CP0088'REFERENCE MARK NO.2 IS A STANDARD MSHD DISK STAMPED---49-3 RM-2
 CP0088'1960---SET IN THE TOP 0F A SQUARE CONCRETE POST 0.08 M (0.3 FT) BELOW
 CP0088'THE GROUND. IT IS 41.91 M (137.5 FT) SOUTH OF THE CENTER OF A PAVED
 CP0088'ROAD, 11.58 M (38.0 FT) NORTHWEST OF A 24 INCH PECAN, 8.23 M
 CP0088'(27.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 6.71 M
 CP0088'(22.0 FT) SOUTH SOUTHWEST OF A 10 INCH MAGNOLIA, 1.37 M (4.5 FT) NORTH
 CP0088'OF A POWER POLE AND 0.3 M (1.0 FT) EAST OF A CYCLONE FENCE.
 CP0088'REFERENCE MARK NO.3 IS A STANDARD MSHD DISK, STAMPED---49-3 1960 NO 3
 CP0088'1973---SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 0.03 M
 CP0088'(0.1 FT) . IT IS 61.26 M (201.0 FT) EAST OF TH CENETER OF THE NORTH
 CP0088'BOUND LANE OF U.S. HIGHWAY 49, 21.49 M (70.5 FT) SOUTH OF THE CENTER
 CP0088'OF A PAVED ROAD, 13.41 M (44.0 FT) SOUTH SOUTHWEST OF A FENCE CORNER,
 CP0088'0.46 M (1.5 FT) WEST OF A FENCE AND 0.3 M (1.0 FT) SOUTH OF A METAL
 CP0088'WITNESS POST.
 CP0088
 CP0088                          STATION RECOVERY (1989)
 CP0088
 CP0088'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0088'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0088'HIGHWAY 49 BYPASS AT THE WEST EDGE OF FLORA, GO NORTH ON U.S. HIGHWAY
 CP0088'49 FOR 4.11 KM (2.55 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 CP0088'ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FRAME HOUSE AND THE MARK ON
 CP0088'THE RIGHT.
 CP0088'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0088'0.1 M (0.3 FT) BELOW THE GROUND. IT IS 22.71 M (74.5 FT) NORTH OF A
 CP0088'POWER POLE, 20.88 M (68.5 FT) WEST OF THE WEST EDGE OF A PAVED
 CP0088'DRIVEWAY, 20.42 M (67.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 13.11
 CP0088'M (43.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 10.36
 CP0088'M (34.0 FT) SOUTH OF A METAL WITNESS POST, 7.92 M (26.0 FT) SOUTH OF
 CP0088'THE NORTHWEST CORNER OF A CYCLONE FENCE AND 1.22 M (4.0 FT) EAST OF A
 CP0088'CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0086 ***********************************************************************
 CP0086  DESIGNATION -  49 3 AZ MK
 CP0086  PID         -  CP0086
 CP0086  STATE/COUNTY-  MS/MADISON
 CP0086  USGS QUAD   -  FLORA (1988)
 CP0086
 CP0086                         *CURRENT SURVEY CONTROL
 CP0086  ___________________________________________________________________
 CP0086* NAD 83(1986)-  32 34 18.     (N)    090 19 53.     (W)     SCALED    
 CP0086* NAVD 88     -        64.908  (meters)     212.95   (feet)  ADJUSTED  
 CP0086  ___________________________________________________________________
 CP0086  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CP0086  DYNAMIC HT  -          64.835 (meters)     212.71  (feet)  COMP
 CP0086  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 CP0086
 CP0086  VERT ORDER  -  SECOND    CLASS 0
 CP0086
 CP0086.The horizontal coordinates were scaled from a topographic map and have
 CP0086.an estimated accuracy of +/- 6 seconds.
 CP0086
 CP0086.The orthometric height was determined by differential leveling
 CP0086.and adjusted in June 1991.
 CP0086
 CP0086.The geoid height was determined by GEOID03.
 CP0086
 CP0086.The dynamic height is computed by dividing the NAVD 88
 CP0086.geopotential number by the normal gravity value computed on the
 CP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0086.degrees latitude (g = 980.6199 gals.).
 CP0086
 CP0086.The modeled gravity was interpolated from observed gravity values.
 CP0086
 CP0086;                    North         East    Units  Estimated Accuracy
 CP0086;SPC MS W     -   340,540.      700,180.      MT  (+/- 180 meters Scaled)
 CP0086
 CP0086                          SUPERSEDED SURVEY CONTROL
 CP0086
 CP0086  NGVD 29 (??/??/92)   64.988  (m)          213.21   (f) ADJ UNCH    2 0
 CP0086
 CP0086.Superseded values are not recommended for survey control.
 CP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0086.See file dsdata.txt to determine how the superseded data were derived.
 CP0086
 CP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS505069(NAD 83)
 CP0086_MARKER: DD = SURVEY DISK
 CP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0086_SP_SET: CONCRETE POST
 CP0086_STAMPING: 49-3 1960 NO 3 1973
 CP0086_MARK LOGO: MSHD  
 CP0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0086+STABILITY: SURFACE MOTION
 CP0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0086+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1989
 CP0086
 CP0086  HISTORY     - Date     Condition        Report By
 CP0086  HISTORY     - 1960     MONUMENTED       MSHD
 CP0086  HISTORY     - 1965     GOOD             MSHD
 CP0086  HISTORY     - 19890508 GOOD             MSHD
 CP0086
 CP0086                          STATION DESCRIPTION
 CP0086
 CP0086'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0086'2.5 MI NE FROM FLORA.
 CP0086'TO REACH THE MARK FROM THE RAILROAD DEPOT IN FLORA, GO WEST ON STATE
 CP0086'HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF U. S. HIGHWAY 49.  TURN
 CP0086'RIGHT, NORTH ON HIGHWAY 49 AND GO 2.5 MILES TO A BLACKTOP ROAD LEADING
 CP0086'TO M R S MANUFACTURING COMPANY AND THE MARK ON THE RIGHT. THE MARK, A
 CP0086'STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK STAMPED AZ 49-3 1960, IS
 CP0086'SET IN AN 8 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CP0086'IT IS 136 FEET SOUTH OF THE EAST OF TWIN POWER LINE POLES SUPPORTING
 CP0086'TRANSFORMER STATION, 109 FEET EAST-SOUTHEAST OF THE INTERSECTION OF
 CP0086'HIGHWAY 49 AND THE BLACKTOP ROAD, 96.6 FEET EAST OF THE CENTERLINE OF
 CP0086'HIGHWAY 49, 45.7 FEET EAST OF THE NORTHWEST CORNER OF PASTURE LAND, 31
 CP0086'FEET SOUTH OF THE APPROXIMATE CENTER OF BLACKTOP ROAD AND 2.4 FEET
 CP0086'WEST OF A METAL WITNESS POST.
 CP0086
 CP0086                          STATION RECOVERY (1989)
 CP0086
 CP0086'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0086'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0086'HIGHWAY 49 BYPASS AT THE WEST EDGE OF FLORA, GO NORTH ON U.S. HIGHWAY
 CP0086'49 FOR 4.11 KM (2.55 MI) TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 CP0086'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A ROUND CONCRETE POST
 CP0086'PROJECTING 0.03 M (0.1 FT) . IT IS 61.26 M (201.0 FT) EAST OF THE
 CP0086'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 21.49 M (70.5 FT) SOUTH
 CP0086'OF THE CENTER OF A PAVED ROAD, 13.41 SOUTH SOUTHWEST OF A FENCE
 CP0086'CORNER, 0.46 M (1.5 FT) WEST OF A FENCE AND 0.3 M (1.0 FT) SOUTH OF A
 CP0086'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0089 ***********************************************************************
 CP0089  DESIGNATION -  49 3 RM 1
 CP0089  PID         -  CP0089
 CP0089  STATE/COUNTY-  MS/MADISON
 CP0089  USGS QUAD   -  FLORA (1988)
 CP0089
 CP0089                         *CURRENT SURVEY CONTROL
 CP0089  ___________________________________________________________________
 CP0089* NAD 83(1986)-  32 34 24.     (N)    090 19 40.     (W)     SCALED    
 CP0089* NAVD 88     -        71.64   (+/-2cm)     235.0    (feet)  VERTCON   
 CP0089  ___________________________________________________________________
 CP0089  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CP0089  VERT ORDER  -  THIRD (See Below)
 CP0089
 CP0089.The horizontal coordinates were scaled from a topographic map and have
 CP0089.an estimated accuracy of +/- 6 seconds.
 CP0089
 CP0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0089.The vertical order pertains to the NGVD 29 superseded value.
 CP0089
 CP0089.The geoid height was determined by GEOID03.
 CP0089
 CP0089;                    North         East    Units  Estimated Accuracy
 CP0089;SPC MS W     -   340,720.      700,520.      MT  (+/- 180 meters Scaled)
 CP0089
 CP0089                          SUPERSEDED SURVEY CONTROL
 CP0089
 CP0089  NGVD 29 (??/??/??)   71.72   (m)          235.3    (f) RESET       3  
 CP0089
 CP0089.Superseded values are not recommended for survey control.
 CP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0089.See file dsdata.txt to determine how the superseded data were derived.
 CP0089
 CP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS508071(NAD 83)
 CP0089_MARKER: DD = SURVEY DISK
 CP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0089_SP_SET: CONCRETE POST
 CP0089_STAMPING: RM-1 49-3 1960
 CP0089_MARK LOGO: MSHD  
 CP0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0089+STABILITY: SURFACE MOTION
 CP0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0089+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1989
 CP0089
 CP0089  HISTORY     - Date     Condition        Report By
 CP0089  HISTORY     - 1960     MONUMENTED       MSHD
 CP0089  HISTORY     - 1965     GOOD             MSHD
 CP0089  HISTORY     - 19890508 GOOD             MSHD
 CP0089
 CP0089                          STATION DESCRIPTION
 CP0089
 CP0089'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0089'2.5 MI N FROM FLORA.
 CP0089'LOCATED 2.5 MILES NORTH OF FLORA AND 5.5 MILES SOUTHEAST OF BENTONIA
 CP0089'ON PROPERTY OWNED BY WILBUR ELMORE.  TO REACH FROM THE RAILROAD DEPOT
 CP0089'IN FLORA, GO WEST ON STATE HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF
 CP0089'U.S. HIGHWAY 49.  TURN RIGHT, NORTH, ON HIGHWAY 49 AND GO 2.5 MILES TO
 CP0089'A BLACKTOP ROAD LEADING TO M.R.S. MANUFACTURING COMPANY. TURN RIGHT
 CP0089'AND GO EAST ON BLACKTOP ROAD FOR 0.25 MILES TO THE ELMORE RESIDENCE ON
 CP0089'RIGHT AND MARK AS DESCRIBED.  THE MARK, A STANDARD PHOTRONICS
 CP0089'DEVELOPMENT DIVISION DISK STAMPED RM-1 49-3 1960, IS SET IN THE TOP OF
 CP0089'AN 8 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS
 CP0089'30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD, 26 FEET
 CP0089'EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 2 FEET NORTHEAST OF A
 CP0089'FENCE CORNER.
 CP0089
 CP0089                          STATION RECOVERY (1989)
 CP0089
 CP0089'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0089'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0089'HIGHWAY 49 BYPASS ST THE WEST EDGE OF FLORA, GO NORTH ON U.S. HIGHWAY
 CP0089'49 FOR 4.11 KM (2.55 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 CP0089'ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FRAME HOUSE AND THE MARK ON
 CP0089'THE RIGHT.
 CP0089'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0089'FLUSH WITH THE GROUND. IT IS 10.97 M (36.0 FT) SOUTH OF THE CENTER OF
 CP0089'A PAVED ROAD, 6.25 M (20.5 FT) EAST OF THE EAST EDGE OF A CONCRETE
 CP0089'DRIVEWAY, 1.52 M (5.0 FT) SOUTHEAST OF A SQUARE CONCRETE PROPERTY
 CP0089'CORNER, 0.76 M (2.5 FT) EAST SOUTHEAST OF A FENCE CORNER AND 0.3 M
 CP0089'(1.0 FT) SOUTH OF A CARSONITE WITNESS POST IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0090 ***********************************************************************
 CP0090  DESIGNATION -  49 3 RM 2
 CP0090  PID         -  CP0090
 CP0090  STATE/COUNTY-  MS/MADISON
 CP0090  USGS QUAD   -  FLORA (1988)
 CP0090
 CP0090                         *CURRENT SURVEY CONTROL
 CP0090  ___________________________________________________________________
 CP0090* NAD 83(1986)-  32 34 24.     (N)    090 19 40.     (W)     SCALED    
 CP0090* NAVD 88     -        72.18   (+/-2cm)     236.8    (feet)  VERTCON   
 CP0090  ___________________________________________________________________
 CP0090  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CP0090  VERT ORDER  -  THIRD (See Below)
 CP0090
 CP0090.The horizontal coordinates were scaled from a topographic map and have
 CP0090.an estimated accuracy of +/- 6 seconds.
 CP0090
 CP0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0090.The vertical order pertains to the NGVD 29 superseded value.
 CP0090
 CP0090.The geoid height was determined by GEOID03.
 CP0090
 CP0090;                    North         East    Units  Estimated Accuracy
 CP0090;SPC MS W     -   340,720.      700,520.      MT  (+/- 180 meters Scaled)
 CP0090
 CP0090                          SUPERSEDED SURVEY CONTROL
 CP0090
 CP0090  NGVD 29 (??/??/??)   72.26   (m)          237.1    (f) RESET       3  
 CP0090
 CP0090.Superseded values are not recommended for survey control.
 CP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0090.See file dsdata.txt to determine how the superseded data were derived.
 CP0090
 CP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS508071(NAD 83)
 CP0090_MARKER: DD = SURVEY DISK
 CP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0090_SP_SET: CONCRETE POST
 CP0090_STAMPING: RM-2 49-3 1960
 CP0090_MARK LOGO: MSHD  
 CP0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0090+STABILITY: SURFACE MOTION
 CP0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0090+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1989
 CP0090
 CP0090  HISTORY     - Date     Condition        Report By
 CP0090  HISTORY     - 1960     MONUMENTED       MSHD
 CP0090  HISTORY     - 1965     GOOD             MSHD
 CP0090  HISTORY     - 19890508 GOOD             MSHD
 CP0090
 CP0090                          STATION DESCRIPTION
 CP0090
 CP0090'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0090'2.5 MI N FROM FLORA.
 CP0090'LOCATED 2.5 MILES NORTH OF FLORA AND 5.5 MILES SOUTHEAST OF BENTONIA
 CP0090'ON PROPERTY OWNED BY WILBUR ELMORE.  TO REACH FROM THE RAILROAD DEPOT
 CP0090'IN FLORA, GO WEST ON STATE HIGHWAY 22 FOR 0.2 MILES TO THE JUNCTION OF
 CP0090'U.S. HIGHWAY 49.  TURN RIGHT, NORTH, ON HIGHWAY 49 AND GO 2.5 MILES TO
 CP0090'A BLACKTOP ROAD LEADING TO M.R.S. MANUFACTURING COMPANY. TURN RIGHT
 CP0090'AND GO EAST ON BLACKTOP ROAD FOR 0.25 MILES TO THE ELMORE RESIDENCE ON
 CP0090'RIGHT AND MARK AS DESCRIBED.  THE MARK, A STANDARD PHOTORONICS
 CP0090'DEVELOPMENT DIVISION DISK STAMPED RM 2 49-3 1960, IS SET IN THE TOP OF
 CP0090'AN 8 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS
 CP0090'53.4 FEET EAST OF A YARD FENCE, 27 FEET SOUTHWEST OF THE SOUTHWEST
 CP0090'CORNER OF THE HOUSE AND 5 FEET NORTH OF A POWER LINE POLE.
 CP0090
 CP0090                          STATION RECOVERY (1989)
 CP0090
 CP0090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0090'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE U.S.
 CP0090'HIGHWAY 49 BYPASS AT THE WEST EDGE OF FLORA, GO NORTH ON U.S. HIGHWAY
 CP0090'49 FOR 4.11 KM (2.55 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 CP0090'ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FRAME HOUSE AND THE MARK ON
 CP0090'THE RIGHT.
 CP0090'MARK IS A STANDARD MSHD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0090'0.08 M (0.3 FT) BELOW THE GROUND. IT IS 41.91 M (137.5 FT) SOUTH OF
 CP0090'THE CENTER OF A PAVED ROAD, 11.58 M (38.0 FT) NORTHWEST OF A 24 INCH
 CP0090'PECAN, 8.23 M (27.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 CP0090'HOUSE, 6.71 M (22.0 FT) SOUTH SOUTHWEST OF A 10 INCH MAGNOLIA, 1.37 M
 CP0090'(4.5 FT) NORTH OF A POWER POLE AND 0.3 M (1.0 FT) EAST OF A CYCLONE
 CP0090'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0087 ***********************************************************************
 CP0087  DESIGNATION -  49 3 RM 3
 CP0087  PID         -  CP0087
 CP0087  STATE/COUNTY-  MS/MADISON
 CP0087  USGS QUAD   -  FLORA (1988)
 CP0087
 CP0087                         *CURRENT SURVEY CONTROL
 CP0087  ___________________________________________________________________
 CP0087* NAD 83(1986)-  32 34 18.     (N)    090 19 53.     (W)     SCALED    
 CP0087* NAVD 88     -        65.20   (meters)     213.9    (feet)  RESET     
 CP0087  ___________________________________________________________________
 CP0087  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CP0087  VERT ORDER  -  THIRD
 CP0087
 CP0087.The horizontal coordinates were scaled from a topographic map and have
 CP0087.an estimated accuracy of +/- 6 seconds.
 CP0087
 CP0087.The orthometric height was computed from unverified reset data.
 CP0087.No vertical observational check was made to the station.
 CP0087
 CP0087.The geoid height was determined by GEOID03.
 CP0087
 CP0087;                    North         East    Units  Estimated Accuracy
 CP0087;SPC MS W     -   340,540.      700,180.      MT  (+/- 180 meters Scaled)
 CP0087
 CP0087                          SUPERSEDED SURVEY CONTROL
 CP0087
 CP0087  NGVD 29 (08/12/04)   65.28   (m)          214.2    (f) RESET       3  
 CP0087
 CP0087.Superseded values are not recommended for survey control.
 CP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0087.See file dsdata.txt to determine how the superseded data were derived.
 CP0087
 CP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS505069(NAD 83)
 CP0087_MARKER: DR = REFERENCE MARK DISK
 CP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0087_STAMPING: 49-3 1960 NO 3 1973
 CP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0087+STABILITY: SURFACE MOTION
 CP0087
 CP0087  HISTORY     - Date     Condition        Report By
 CP0087  HISTORY     - 1973     MONUMENTED       MSHD
 CP0087
 CP0087                          STATION DESCRIPTION
 CP0087
 CP0087'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 CP0087'2.5 MI N FROM FLORA.
 CP0087'LOCATED 2.5 MILES NORTH OF FLORA ALONG U.S. HIGHWAY 49, AT THE
 CP0087'INTERSECTION OF U.S. HIGHWAY 49 AND A ROAD LEADING EAST TO THE FLORA
 CP0087'INDUSTRAL PARK.  IT IS 198 FEET EAST OF THE CENTER OF THE NORTH BOUND
 CP0087'LANE OF U.S. HIGHWAY 49, 70 FEET SOUTH OF THE CENTER OF THE ROAD
 CP0087'LEADING EAST, 44 FEET SOUTH OF A FENCE CORNER, 1 FOOT SOUTH OF A METAL
 CP0087'WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE LINE.  IT IS A REFERENCE
 CP0087'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0109 ***********************************************************************
 CP0109  DESIGNATION -  49 4
 CP0109  PID         -  CP0109
 CP0109  STATE/COUNTY-  MS/YAZOO
 CP0109  USGS QUAD   -  BENTONIA (1988)
 CP0109
 CP0109                         *CURRENT SURVEY CONTROL
 CP0109  ___________________________________________________________________
 CP0109* NAD 83(1993)-  32 41 16.34453(N)    090 22 28.96640(W)     ADJUSTED  
 CP0109* NAVD 88     -        96.092  (meters)     315.26   (feet)  ADJUSTED  
 CP0109  ___________________________________________________________________
 CP0109  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CP0109  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CP0109  DYNAMIC HT  -          95.983 (meters)     314.90  (feet)  COMP
 CP0109  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 CP0109
 CP0109  HORZ ORDER  -  SECOND
 CP0109  VERT ORDER  -  SECOND    CLASS 0
 CP0109
 CP0109.The horizontal coordinates were established by classical geodetic methods
 CP0109.and adjusted by the National Geodetic Survey in May 1994.
 CP0109
 CP0109.The orthometric height was determined by differential leveling
 CP0109.and adjusted in June 1991.
 CP0109
 CP0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0109
 CP0109.The geoid height was determined by GEOID03.
 CP0109
 CP0109.The dynamic height is computed by dividing the NAVD 88
 CP0109.geopotential number by the normal gravity value computed on the
 CP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0109.degrees latitude (g = 980.6199 gals.).
 CP0109
 CP0109.The modeled gravity was interpolated from observed gravity values.
 CP0109
 CP0109;                    North         East     Units Scale Factor Converg.
 CP0109;SPC MS W     -   353,426.495   696,119.583   MT  0.99995019   -0 01 20.5
 CP0109;SPC MS W     - 1,159,533.43  2,283,852.33   sFT  0.99995019   -0 01 20.5
 CP0109;UTM  15      - 3,619,732.168   746,139.411   MT  1.00034712   +1 25 06.7
 CP0109
 CP0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0109!SPC MS W     -   0.99998912  x   0.99995019  =   0.99993932
 CP0109!UTM  15      -   0.99998912  x   1.00034712  =   1.00033624
 CP0109
 CP0109:                Primary Azimuth Mark                     Grid Az
 CP0109:SPC MS W     -  BENTONIA MUNICIPAL TANK                  171 57 12.9
 CP0109:UTM  15      -  BENTONIA MUNICIPAL TANK                  170 30 45.7
 CP0109
 CP0109|---------------------------------------------------------------------|
 CP0109| PID    Reference Object                     Distance      Geod. Az  |
 CP0109|                                                           dddmmss.s |
 CP0109| CP2543 BENTONIA MUNICIPAL TANK             APPROX. 5.2 KM 1715552.4 |
 CP0109| CP0110 49 4 RM 1                            23.165 METERS 17254     |
 CP0109| CP0107 49 4 AZ MK                                         1771316.3 |
 CP0109| CP0111 49 4 RM 2                            38.835 METERS 25808     |
 CP0109|---------------------------------------------------------------------|
 CP0109
 CP0109                          SUPERSEDED SURVEY CONTROL
 CP0109
 CP0109  NAD 83(1986)-  32 41 16.35886(N)    090 22 28.96217(W) AD(       ) 2
 CP0109  NAD 27      -  32 41 15.86810(N)    090 22 28.62950(W) AD(       ) 2
 CP0109  NGVD 29 (??/??/92)   96.171  (m)          315.52   (f) ADJ UNCH    2 0
 CP0109
 CP0109.Superseded values are not recommended for survey control.
 CP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0109.See file dsdata.txt to determine how the superseded data were derived.
 CP0109
 CP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4613919732(NAD 83)
 CP0109_MARKER: DD = SURVEY DISK
 CP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0109_STAMPING: 49-4 (1960)
 CP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0109+STABILITY: SURFACE MOTION
 CP0109
 CP0109  HISTORY     - Date     Condition        Report By
 CP0109  HISTORY     - 1960     MONUMENTED       MSHD
 CP0109  HISTORY     - 1966     GOOD             MSHD
 CP0109  HISTORY     - 1966     GOOD             MSHD
 CP0109  HISTORY     - 1973     GOOD             NGS
 CP0109
 CP0109                          STATION DESCRIPTION
 CP0109
 CP0109'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (RLW)
 CP0109'STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH OF BENTONIA,
 CP0109'13.0 MILES SOUTH OF YAZOO CITY, IN THE NORTHEAST 1/4 OF
 CP0109'SECTION 26, T 10 N, R 2 W, ON PROPERTY OWNED BY W.O. STRICKLAND.
 CP0109'
 CP0109'STATION IS REACHED FROM THE ILLINOIS CENTRAL RAILROAD DEPOT
 CP0109'IN BENTONIA BY GOING NORTH AND WEST ON STATE HIGHWAY 433
 CP0109'FOR 0.3 MILES TO JUNCTION OF U.S. HIGHWAY 49.  TURN RIGHT ON
 CP0109'HIGHWAY 49 AND CONTINUE NORTH FOR 3.1 MILES TO A GROUP OF
 CP0109'5 PINE TREE AND AZIMUTH ON RIGHT, CONTINUE NORTH ON HIGHWAY
 CP0109'49 FOR 0.4 MILE TO CHURCH ON RIGHT AND STATION ON LEFT.
 CP0109'
 CP0109'ALL MARKS ARE STANDARD PHOTRONICS DEVELOPMENT DIVISION DISKS
 CP0109'SET IN TOP OF 11-INCH SQUARE CONCRETE POSTS.
 CP0109'
 CP0109'STATION MARKS ARE STAMPED STA 49-4 1960 AND THE SURFACE MARK
 CP0109'IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 89.3 FEET NORTH
 CP0109'OF THE NORTH END OF A CATTLE GUARD, 64.0 FEET WEST OF CENTER
 CP0109'LINE OF HIGHWAY 49, 44.5 FEET SOUTH OF NORTHEAST CORNER OF
 CP0109'FENCE, 13.0 FEET WEST OF A BOARD FENCE AND 12.1 FEET WEST
 CP0109'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN
 CP0109'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CP0109'
 CP0109'REFERENCE MARK NO. 1, STAMPED RM-1 49-4 1960, IS FLUSH WITH
 CP0109'THE GROUND SURFACE.  IT IS 53 FEET WEST OF THE CENTER LINE
 CP0109'OF HIGHWAY 49 AND 18.0 FEET NORTHEAST OF THE NORTH END OF CATTLE
 CP0109'GUARD AT ENTRANCE TO STRICKLAND PROPERTY.
 CP0109'
 CP0109'REFERENCE MARK NO. 2, STAMPED RM-2 49-4 1960, IS FLUSH WITH
 CP0109'THE GROUND SURFACE.  IT IS 16.6 FEET NORTHWEST OF THE APPROXIMATE
 CP0109'CENTER OF DRIVEWAY AND 7.0 FEET SOUTH OF A 16-INCH OAK TREE.
 CP0109'
 CP0109'AZIMUTH MARK, STAMPED AZ 49-4 1960 PROJECTS 1 INCH.  IT IS 64.4
 CP0109'FEET EAST OF CENTER LINE OF HIGHWAY 49, 19.6 FEET EAST OF
 CP0109'POWER POLE AND 2.0 FEET EAST OF A METAL WITNESS POST.
 CP0109'
 CP0109'HEIGHT OF LIGHT ABOVE STATION 47.8 FT.
 CP0109
 CP0109                          STATION RECOVERY (1966)
 CP0109
 CP0109'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0109'THE STATION WAS VISITED 4-12-66 AND ALL MARKS WERE FOUND IN GOOD
 CP0109'CONDITION.
 CP0109'
 CP0109'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON
 CP0109'HIGHWAY 433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN
 CP0109'RIGHT AND GO 2.95 MILES TO THE AZIMUTH ON THE RIGHT JUST BEYOND A
 CP0109'GROUP OF LARGE PINES ON THE SAME SIDE OF THE ROAD.  TO REACH THE
 CP0109'STATION CONTINUE FOR 0.35 MILES TO THE STATION ON THE LEFT IN
 CP0109'SOME SMALL PINES JUST BEFORE REACHING A CONCRETE BLOCK CHURCH ON
 CP0109'THE RIGHT.  THE STATION DISK IS STAMPED STA 49-4 (1960).
 CP0109'
 CP0109'IT IS 89.3 FEET NORTH OF NORTH END OF CATTLE GAP, 64 FEET WEST OF THE
 CP0109'CENTER OF HIGHWAY 49, 44.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 CP0109'FENCE, 20 FEET NORTHEAST OF A TWIN GUM, 13 FEET WEST OF A BOARD
 CP0109'FENCE, AND 12.1 FEET WEST OF A METAL WITNESS POST.
 CP0109'
 CP0109'R.M. 1 IS 53 FEET WEST OF THE CENTER OF HIGHWAY 49, 18 FEET
 CP0109'NORTHEAST OF THE NORTH END OF THE CATTLE GAP, 16.3 FEET EAST OF A 12
 CP0109'INCH WATER OAK, 2.3 FEET SOUTHWEST OF A FENCE CORNER, AND STAMPED
 CP0109'RM-1 49-4 (1960).
 CP0109'
 CP0109'R.M. 2 IS 73 FEET NORTHEAST OF AN 18 INCH OAK ON THE INSIDE CURVE OF
 CP0109'THE DRIVE, 16.6 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 CP0109'DRIVE, 7 FEET SOUTH OF AN 18 INCH OAK, AND STAMPED RM-2 49-4 (1960).
 CP0109'
 CP0109'THE AZIMUTH MARK IS 64.4 FEET EAST OF THE CENTER OF HIGHWAY 49, 19.6
 CP0109'FEET EAST OF A POWER POLE, 13.5 FEET EAST OF A FENCE, 2 FEET EAST
 CP0109'OF A METAL WITNESS POST, ANDSTAMPED AZ 49-4 (1960).
 CP0109
 CP0109                          STATION RECOVERY (1966)
 CP0109
 CP0109'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0109'3.3 MI N FROM BENTONIA.
 CP0109'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0109'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0109'GO 3.3 MILES TO THE MARK ON THE LEFT IN SOME SMALL PINES AND A
 CP0109'CONCRETE BLOCK CHURCH ON THE RIGHT.  IT IS 89.3 FEET NORTH OF NORTH
 CP0109'END OF CATTLE GAP, 64 FEET WEST OF THE CENTER OF HIGHWAY 49, 44.5 FEET
 CP0109'SOUTH OF THE NORTHEAST CORNER OF THE FENCE, 20 FEET NORTHEAST OF A
 CP0109'TWIN GUM, 13 FEET WEST OF A BOARD FENCE, AND 12.1 FEET WEST OF A METAL
 CP0109'WITNESS POST.
 CP0109
 CP0109                          STATION RECOVERY (1973)
 CP0109
 CP0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0108 ***********************************************************************
 CP0108  DESIGNATION -  49 4 AZ MK RESET
 CP0108  PID         -  CP0108
 CP0108  STATE/COUNTY-  MS/YAZOO
 CP0108  USGS QUAD   -  BENTONIA (1988)
 CP0108
 CP0108                         *CURRENT SURVEY CONTROL
 CP0108  ___________________________________________________________________
 CP0108* NAD 83(1986)-  32 40 53.     (N)    090 22 27.     (W)     SCALED    
 CP0108* NAVD 88     -        83.28   (meters)     273.2    (feet)  RESET     
 CP0108  ___________________________________________________________________
 CP0108  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP0108  VERT ORDER  -  THIRD
 CP0108
 CP0108.The horizontal coordinates were scaled from a topographic map and have
 CP0108.an estimated accuracy of +/- 6 seconds.
 CP0108
 CP0108.The orthometric height was computed from unverified reset data.
 CP0108
 CP0108.The geoid height was determined by GEOID03.
 CP0108
 CP0108;                    North         East    Units  Estimated Accuracy
 CP0108;SPC MS W     -   352,710.      696,170.      MT  (+/- 180 meters Scaled)
 CP0108
 CP0108                          SUPERSEDED SURVEY CONTROL
 CP0108
 CP0108.No superseded survey control is available for this station.
 CP0108
 CP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS462190(NAD 83)
 CP0108_MARKER: DB = BENCH MARK DISK
 CP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0108_STAMPING: 49-4 AZ MK RESET 1973
 CP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0108+STABILITY: SURFACE MOTION
 CP0108
 CP0108  HISTORY     - Date     Condition        Report By
 CP0108  HISTORY     - 1973     MONUMENTED       NGS
 CP0108
 CP0108                          STATION DESCRIPTION
 CP0108
 CP0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0108'3.1 MI N FROM BENTONIA.
 CP0108'LOCATED 0.3 MILE NORTH AND WEST ALONG STATE HIGHWAY 433 FROM THE
 CP0108'ILLINOIS CENTRAL RAILROAD STATION IN BENTONIA, THENCE NORTH ALONG U.S.
 CP0108'HIGHWAY 49 FOR 3.1 MILE TO THE MARK ON THE LEFT AT THE NORTH END OF A
 CP0108'SHALLOW CUT.  IT IS 49 FEET WEST OF THE CENTER OF THE OLD HIGHWAY 49,
 CP0108'91 FEET SOUTH OF THE CENTER OF A METAL GATE IN THE FENCE LINE, 5 FEET
 CP0108'NORTH OF THE NORTH ONE OF TWO BRACE POSTS IN THE FENCE LINE, 1.5 FEET
 CP0108'EAST OF THE FENCE LINE AND 1.5 FEET SOUTH OF A METAL WITNESS POST. IT
 CP0108'IS AN NGS BENCH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CP0108'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0110 ***********************************************************************
 CP0110  DESIGNATION -  49 4 RM 1
 CP0110  PID         -  CP0110
 CP0110  STATE/COUNTY-  MS/YAZOO
 CP0110  USGS QUAD   -  BENTONIA (1988)
 CP0110
 CP0110                         *CURRENT SURVEY CONTROL
 CP0110  ___________________________________________________________________
 CP0110* NAD 83(1986)-  32 41 14.     (N)    090 22 28.     (W)     SCALED    
 CP0110* NAVD 88     -        96.10   (+/-2cm)     315.3    (feet)  VERTCON   
 CP0110  ___________________________________________________________________
 CP0110  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP0110  VERT ORDER  -  THIRD (See Below)
 CP0110
 CP0110.The horizontal coordinates were scaled from a topographic map and have
 CP0110.an estimated accuracy of +/- 6 seconds.
 CP0110
 CP0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0110.The vertical order pertains to the NGVD 29 superseded value.
 CP0110
 CP0110.The geoid height was determined by GEOID03.
 CP0110
 CP0110;                    North         East    Units  Estimated Accuracy
 CP0110;SPC MS W     -   353,350.      696,150.      MT  (+/- 180 meters Scaled)
 CP0110
 CP0110                          SUPERSEDED SURVEY CONTROL
 CP0110
 CP0110  NGVD 29 (??/??/??)   96.18   (m)          315.6    (f) RESET       3  
 CP0110
 CP0110.Superseded values are not recommended for survey control.
 CP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0110.See file dsdata.txt to determine how the superseded data were derived.
 CP0110
 CP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461196(NAD 83)
 CP0110_MARKER: DD = SURVEY DISK
 CP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0110_STAMPING: RM-1 49-4 (1960)
 CP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0110+STABILITY: SURFACE MOTION
 CP0110
 CP0110  HISTORY     - Date     Condition        Report By
 CP0110  HISTORY     - 1960     MONUMENTED       MSHD
 CP0110  HISTORY     - 1966     GOOD             MSHD
 CP0110  HISTORY     - 1973     GOOD             NGS
 CP0110
 CP0110                          STATION DESCRIPTION
 CP0110
 CP0110'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0110'3.3 MI N FROM BENTONIA.
 CP0110'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0110'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0110'GO 3.3 MILES TO THE MARK ON THE LEFT JUST PAST A CATTLE GAP. IT IS 53
 CP0110'FEET WEST OF THE CENTER OF HIGHWAY 49, 18 FEET NORTHEAST OF THE NORTH
 CP0110'END OF THE CATTLE GAP, 16.3 FEET EAST OF A 12 INCH WATER OAK, AND 2.3
 CP0110'FEET SOUTHWEST OF A FENCE CORNER.
 CP0110
 CP0110                          STATION RECOVERY (1973)
 CP0110
 CP0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0111 ***********************************************************************
 CP0111  DESIGNATION -  49 4 RM 2
 CP0111  PID         -  CP0111
 CP0111  STATE/COUNTY-  MS/YAZOO
 CP0111  USGS QUAD   -  BENTONIA (1988)
 CP0111
 CP0111                         *CURRENT SURVEY CONTROL
 CP0111  ___________________________________________________________________
 CP0111* NAD 83(1986)-  32 41 14.     (N)    090 22 28.     (W)     SCALED    
 CP0111* NAVD 88     -        93.99   (+/-2cm)     308.4    (feet)  VERTCON   
 CP0111  ___________________________________________________________________
 CP0111  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP0111  VERT ORDER  -  THIRD (See Below)
 CP0111
 CP0111.The horizontal coordinates were scaled from a topographic map and have
 CP0111.an estimated accuracy of +/- 6 seconds.
 CP0111
 CP0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0111.The vertical order pertains to the NGVD 29 superseded value.
 CP0111
 CP0111.The geoid height was determined by GEOID03.
 CP0111
 CP0111;                    North         East    Units  Estimated Accuracy
 CP0111;SPC MS W     -   353,350.      696,150.      MT  (+/- 180 meters Scaled)
 CP0111
 CP0111                          SUPERSEDED SURVEY CONTROL
 CP0111
 CP0111  NGVD 29 (??/??/??)   94.07   (m)          308.6    (f) RESET       3  
 CP0111
 CP0111.Superseded values are not recommended for survey control.
 CP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0111.See file dsdata.txt to determine how the superseded data were derived.
 CP0111
 CP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461196(NAD 83)
 CP0111_MARKER: DD = SURVEY DISK
 CP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0111_STAMPING: RM-2 49-4 (1960)
 CP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0111+STABILITY: SURFACE MOTION
 CP0111
 CP0111  HISTORY     - Date     Condition        Report By
 CP0111  HISTORY     - 1960     MONUMENTED       MSHD
 CP0111  HISTORY     - 1966     GOOD             MSHD
 CP0111  HISTORY     - 1973     GOOD             NGS
 CP0111
 CP0111                          STATION DESCRIPTION
 CP0111
 CP0111'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0111'3.3 MI N FROM BENTONIA.
 CP0111'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0111'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0111'GO 3.3 MILES TO A HALF CIRCLE DRIVE ON THE LEFT, TURN SHARP LEFT AND
 CP0111'GO APPROXIMATELY 50 FEET TO AN 18 INCH OAK ON THE RIGHT AND THE MARK
 CP0111'AS DESCRIBED.  IT IS 73 FEET NORTHEAST OF AN 18 INCH OAK ON THE INSIDE
 CP0111'CURVE OF THE DRIVE, 16.6 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 CP0111'THE DRIVE, AND 7 FEET SOUTH OF AN 18 INCH OAK.
 CP0111
 CP0111                          STATION RECOVERY (1973)
 CP0111
 CP0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0122 ***********************************************************************
 CP0122  DESIGNATION -  49 5
 CP0122  PID         -  CP0122
 CP0122  STATE/COUNTY-  MS/YAZOO
 CP0122  USGS QUAD   -  BENTON (1988)
 CP0122
 CP0122                         *CURRENT SURVEY CONTROL
 CP0122  ___________________________________________________________________
 CP0122* NAD 83(1993)-  32 45 20.91532(N)    090 22 23.82658(W)     ADJUSTED  
 CP0122* NAVD 88     -       107.139  (meters)     351.51   (feet)  ADJUSTED  
 CP0122  ___________________________________________________________________
 CP0122  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CP0122  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP0122  DYNAMIC HT  -         107.018 (meters)     351.11  (feet)  COMP
 CP0122  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 CP0122
 CP0122  HORZ ORDER  -  SECOND
 CP0122  VERT ORDER  -  SECOND    CLASS 0
 CP0122
 CP0122.The horizontal coordinates were established by classical geodetic methods
 CP0122.and adjusted by the National Geodetic Survey in May 1994.
 CP0122
 CP0122.The orthometric height was determined by differential leveling
 CP0122.and adjusted in June 1991.
 CP0122
 CP0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0122
 CP0122.The geoid height was determined by GEOID03.
 CP0122
 CP0122.The dynamic height is computed by dividing the NAVD 88
 CP0122.geopotential number by the normal gravity value computed on the
 CP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0122.degrees latitude (g = 980.6199 gals.).
 CP0122
 CP0122.The modeled gravity was interpolated from observed gravity values.
 CP0122
 CP0122;                    North         East     Units Scale Factor Converg.
 CP0122;SPC MS W     -   360,960.174   696,256.309   MT  0.99995017   -0 01 17.8
 CP0122;SPC MS W     - 1,184,250.17  2,284,300.91   sFT  0.99995017   -0 01 17.8
 CP0122;UTM  15      - 3,627,269.891   746,086.460   MT  1.00034679   +1 25 18.9
 CP0122
 CP0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0122!SPC MS W     -   0.99998740  x   0.99995017  =   0.99993757
 CP0122!UTM  15      -   0.99998740  x   1.00034679  =   1.00033418
 CP0122
 CP0122:                Primary Azimuth Mark                     Grid Az
 CP0122:SPC MS W     -  49 5 AZ MK                               181 59 50.1
 CP0122:UTM  15      -  49 5 AZ MK                               180 33 13.4
 CP0122
 CP0122|---------------------------------------------------------------------|
 CP0122| PID    Reference Object                     Distance      Geod. Az  |
 CP0122|                                                           dddmmss.s |
 CP0122| CP0121 49 5 AZ MK                                         1815832.3 |
 CP0122| CP0123 49 5 RM 1                            46.622 METERS 18647     |
 CP0122| CP0124 49 5 RM 2                            78.661 METERS 35706     |
 CP0122|---------------------------------------------------------------------|
 CP0122
 CP0122                          SUPERSEDED SURVEY CONTROL
 CP0122
 CP0122  NAD 83(1986)-  32 45 20.92932(N)    090 22 23.82199(W) AD(       ) 2
 CP0122  NAD 27      -  32 45 20.44200(N)    090 22 23.49130(W) AD(       ) 2
 CP0122  NGVD 29 (??/??/92)  107.219  (m)          351.77   (f) ADJ UNCH    2 0
 CP0122
 CP0122.Superseded values are not recommended for survey control.
 CP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0122.See file dsdata.txt to determine how the superseded data were derived.
 CP0122
 CP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4608627270(NAD 83)
 CP0122_MARKER: DD = SURVEY DISK
 CP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0122_STAMPING: STA 49-5 1960
 CP0122_MARK LOGO: NONE  
 CP0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0122+STABILITY: SURFACE MOTION
 CP0122
 CP0122  HISTORY     - Date     Condition        Report By
 CP0122  HISTORY     - 1960     MONUMENTED       MSHD
 CP0122  HISTORY     - 1966     GOOD             MSHD
 CP0122  HISTORY     - 1966     GOOD             MSHD
 CP0122  HISTORY     - 1973     GOOD             NGS
 CP0122  HISTORY     - 1983     GOOD             MSSU
 CP0122
 CP0122                          STATION DESCRIPTION
 CP0122
 CP0122'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (RLW)
 CP0122'STATION IS 7.5 MILES SOUTH OF YAZOO CITY IN THE NORTHEAST
 CP0122'CORNER OF THE SOUTHWEST 1/4 OF SECTION 35, T 11 N, R 2 W,
 CP0122'ON HIGHWAY RIGHT-OF-WAY.
 CP0122'
 CP0122'TO REACH FROM THE MISSISSIPPI STATE HIGHWAY DEPARTMENT BUILDING
 CP0122'(THIRD DISTRICT OFFICE) IN YAZOO CITY, GO SOUTHEAST ON U.S.
 CP0122'HIGHWAY 49 W FOR 0.35 MILES TO JUNCTION OF U.S. HIGHWAY 49 E.
 CP0122'CONTINUE SOUTH ON HIGHWAY 49 FOR 5.8 MILES TO GRAVELED SIDE
 CP0122'ROAD LEFT, CONTINUE ON HIGHWAY 49 FOR 0.1 MILES TO A ONE
 CP0122'STORY FRAME HOUSE ON LEFT AND STATION AS DESCRIBED.  (0.1 MILE
 CP0122'NORTH OF PLACIDS LION OIL STATION).
 CP0122'
 CP0122'ALL MARKS ARE STANDARD PHOTRONICS DEVELOPMENT DIVISION DISKS
 CP0122'SET IN THE TOP OF 8-INCH SQUARE CONCRETE POSTS.
 CP0122'
 CP0122'STATION MARKS ARE STAMPED STA 49-5 1960, AND THE SURFACE
 CP0122'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.2 FEET SOUTHEAST
 CP0122'OF THE SOUTHEAST CORNER OF YARD FENCE THAT SURROUNDS FARM
 CP0122'HOUSE, 31.6 FEET WEST OF THE CENTER LINE OF HIGHWAY 49, 18.9
 CP0122'FEET EAST OF POWER LINE POLE AND 17.9 FEET EAST OF A METAL
 CP0122'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CP0122'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CP0122'
 CP0122'REFERENCE MARK NO. 1, STAMPED RM-1 49-5 1960, IS FLUSH WITH
 CP0122'THE GROUND SURFACE.  IT IS 48.4 FEET WEST OF THE CENTER LINE
 CP0122'OF HIGHWAY 49, 7.2 FEET EAST OF A WIRE FENCE AND 1.0 FEET
 CP0122'NORTH OF A TELEPHONE LINE POLE.
 CP0122'
 CP0122'REFERENCE MARK NO. 2, STAMPED RM-2 49-5 1960, IS FLUSH WITH
 CP0122'THE GROUND SURFACE.  IT IS 48 FEET WEST OF HIGHWAY 49 AND 2
 CP0122'FEET EAST OF A POWER LINE POLE.
 CP0122'
 CP0122'AZIMUTH MARK IS REACHED FROM STATION BY CONTINUING SOUTH ON
 CP0122'HIGHWAY 49 FOR 0.2 MILE TO DRIVEWAY ON RIGHT AND AZIMUTH ON
 CP0122'RIGHT.  THE MARK IS FLUSH WITH THE GROUND SURFACE AND STAMPED
 CP0122'AZ 49-5 1960.  IT IS 73 FEET WEST OF A 36-INCH OAK TREE, 40 FEET
 CP0122'WEST OF HIGHWAY 49 CENTER LINE, 15.6 FEET SOUTHEAST OF A FENCE
 CP0122'T INTERSECTION, 1.2 FEET EAST OF A METAL WITNESS POST AND
 CP0122'1 FOOT NORTH OF A POWER LINE POLE.
 CP0122'
 CP0122'HEIGHT OF LIGHT ABOVE STATION 4.9 FT.
 CP0122
 CP0122                          STATION RECOVERY (1966)
 CP0122
 CP0122'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0122'THE STATION WAS VISITED 4-12-66 AND ALL MARKS WERE FOUND IN GOOD
 CP0122'CONDITION.
 CP0122'
 CP0122'TO REACH THE STATION FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0122'HIGHWAY 49 WEST FOR 2.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST
 CP0122'AND HIGHWAY 16, TURN RIGHT AND GO 6.0 MILES TO AN OLD STORE BUILDING
 CP0122'ON THE LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.  TO REACH THE
 CP0122'AZIMUTH CONTINUE FOR 0.2 MILES TO A DRIVEWAY AND THE MARK ON THE
 CP0122'RIGHT AS DESCRIBED.  THE STATION DISK IS STAMPED STA 49-5
 CP0122'(1960).
 CP0122'
 CP0122'IT IS 74.5 FEET SOUTHEAST OF A TRIPLE CEDAR TREE NEAR A HOUSE,
 CP0122'31.6 FEET WEST OF THE CENTER OF HIGHWAY 49, 18.9 FEET EAST OF POWER
 CP0122'POLE NO. 105, AND 17.9 FEET EAST OF A METAL WITNESS POST.
 CP0122'
 CP0122'R.M. 1 IS 48.4 FEET WEST OF THE CENTER OF HIGHWAY 49, 7.2 FEET EAST
 CP0122'OF A WIRE FENCE, 1 FOOT NORTH OF A TELEPHONE POLE, AND STAMPED
 CP0122'RM-1 49-5 (1960).
 CP0122'
 CP0122'R.M. 2 IS 48 FEET WEST OF THE CENTER OF HIGHWAY 49, 65 FEET NORTH OF
 CP0122'A TELEPHONE POLE, 2 FEET EAST OF A POWER POLE, AND STAMPED RM-2 49-5
 CP0122'(1960).
 CP0122'
 CP0122'THE AZIMUTH MARK IS 73 FEET WEST OF A 36 INCH OAK, 40 FEET WEST OF
 CP0122'THE CENTER OF HIGHWAY 49, 15.6 FEET EAST OF A METAL WITNESS POST,
 CP0122'1 FOOT NORTH OF A POWER POLE, AND STAMPED AZ 49-5 (1960).
 CP0122
 CP0122                          STATION RECOVERY (1966)
 CP0122
 CP0122'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0122'7.65 MI SE FROM YAZOO CITY.
 CP0122'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0122'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0122'RIGHT AND GO 6.0 MILES TO AN OLD STORE BUILDING ON THE LEFT AND THE
 CP0122'MARK ON THE RIGHT AS DESCRIBED.  IT IS 74.5 FEET SOUTHEAST OF A TRIPLE
 CP0122'CEDAR NEAR HOUSE, 31.6 FEET WEST OF THE CENTER OF HIGHWAY 49, 18.9
 CP0122'FEET EAST OF POWER POLE NO. 105, AND 17.9 FEET EAST OF A METAL WITNESS
 CP0122'POST.
 CP0122
 CP0122                          STATION RECOVERY (1973)
 CP0122
 CP0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0122'RECOVERED IN GOOD CONDITION.
 CP0122
 CP0122                          STATION RECOVERY (1983)
 CP0122
 CP0122'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (MS)
 CP0122'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0121 ***********************************************************************
 CP0121  DESIGNATION -  49 5 AZ MK
 CP0121  PID         -  CP0121
 CP0121  STATE/COUNTY-  MS/YAZOO
 CP0121  USGS QUAD   -  BENTON (1988)
 CP0121
 CP0121                         *CURRENT SURVEY CONTROL
 CP0121  ___________________________________________________________________
 CP0121* NAD 83(1986)-  32 45 05.     (N)    090 22 24.     (W)     SCALED    
 CP0121* NAVD 88     -       101.714  (meters)     333.71   (feet)  ADJUSTED  
 CP0121  ___________________________________________________________________
 CP0121  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP0121  DYNAMIC HT  -         101.600 (meters)     333.33  (feet)  COMP
 CP0121  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CP0121
 CP0121  VERT ORDER  -  SECOND    CLASS 0
 CP0121
 CP0121.The horizontal coordinates were scaled from a topographic map and have
 CP0121.an estimated accuracy of +/- 6 seconds.
 CP0121
 CP0121.The orthometric height was determined by differential leveling
 CP0121.and adjusted in June 1991.
 CP0121
 CP0121.The geoid height was determined by GEOID03.
 CP0121
 CP0121.The dynamic height is computed by dividing the NAVD 88
 CP0121.geopotential number by the normal gravity value computed on the
 CP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0121.degrees latitude (g = 980.6199 gals.).
 CP0121
 CP0121.The modeled gravity was interpolated from observed gravity values.
 CP0121
 CP0121;                    North         East    Units  Estimated Accuracy
 CP0121;SPC MS W     -   360,470.      696,250.      MT  (+/- 180 meters Scaled)
 CP0121
 CP0121                          SUPERSEDED SURVEY CONTROL
 CP0121
 CP0121  NGVD 29 (??/??/92)  101.794  (m)          333.97   (f) ADJ UNCH    2 0
 CP0121
 CP0121.Superseded values are not recommended for survey control.
 CP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0121.See file dsdata.txt to determine how the superseded data were derived.
 CP0121
 CP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS460267(NAD 83)
 CP0121_MARKER: DD = SURVEY DISK
 CP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0121_STAMPING: AZ 49-5 (1960)
 CP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0121+STABILITY: SURFACE MOTION
 CP0121
 CP0121  HISTORY     - Date     Condition        Report By
 CP0121  HISTORY     - 1960     MONUMENTED       MSHD
 CP0121  HISTORY     - 1966     GOOD             MSHD
 CP0121  HISTORY     - 1973     GOOD             NGS
 CP0121
 CP0121                          STATION DESCRIPTION
 CP0121
 CP0121'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0121'7.85 MI SE FROM YAZOO CITY.
 CP0121'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0121'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0121'RIGHT AND GO 6.2 MILES TO A DRIVEWAY AND THE MARK ON THE RIGHT AS
 CP0121'DESCRIBED.  IT IS 73 FEET WEST OF A 36 INCH OAK, 40 FEET WEST OF THE
 CP0121'CENTER OF HIGHWAY 49, 15.6 FEET SOUTHEAST OF A T FENCE CORNER, 1.2
 CP0121'FEET EAST OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A POWER POLE.
 CP0121
 CP0121                          STATION RECOVERY (1973)
 CP0121
 CP0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0123 ***********************************************************************
 CP0123  DESIGNATION -  49 5 RM 1
 CP0123  PID         -  CP0123
 CP0123  STATE/COUNTY-  MS/YAZOO
 CP0123  USGS QUAD   -  BENTON (1988)
 CP0123
 CP0123                         *CURRENT SURVEY CONTROL
 CP0123  ___________________________________________________________________
 CP0123* NAD 83(1986)-  32 45 16.     (N)    090 22 25.     (W)     SCALED    
 CP0123* NAVD 88     -       106.75   (+/-2cm)     350.2    (feet)  VERTCON   
 CP0123  ___________________________________________________________________
 CP0123  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP0123  VERT ORDER  -  THIRD (See Below)
 CP0123
 CP0123.The horizontal coordinates were scaled from a topographic map and have
 CP0123.an estimated accuracy of +/- 6 seconds.
 CP0123
 CP0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0123.The vertical order pertains to the NGVD 29 superseded value.
 CP0123
 CP0123.The geoid height was determined by GEOID03.
 CP0123
 CP0123;                    North         East    Units  Estimated Accuracy
 CP0123;SPC MS W     -   360,810.      696,230.      MT  (+/- 180 meters Scaled)
 CP0123
 CP0123                          SUPERSEDED SURVEY CONTROL
 CP0123
 CP0123  NGVD 29 (??/??/??)  106.83   (m)          350.5    (f) RESET       3  
 CP0123
 CP0123.Superseded values are not recommended for survey control.
 CP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0123.See file dsdata.txt to determine how the superseded data were derived.
 CP0123
 CP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS460271(NAD 83)
 CP0123_MARKER: DD = SURVEY DISK
 CP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0123_STAMPING: RM-1 49-5 (1960)
 CP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0123+STABILITY: SURFACE MOTION
 CP0123
 CP0123  HISTORY     - Date     Condition        Report By
 CP0123  HISTORY     - 1960     MONUMENTED       MSHD
 CP0123  HISTORY     - 1966     GOOD             MSHD
 CP0123  HISTORY     - 1973     GOOD             NGS
 CP0123
 CP0123                          STATION DESCRIPTION
 CP0123
 CP0123'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0123'7.68 MI SE FROM YAZOO CITY.
 CP0123'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0123'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0123'RIGHT AND GO 6.03 MILES TO THE MARK ON THE RIGHT AS DESCRIBED. IT IS
 CP0123'48.4 FEET WEST OF THE CENTER OF HIGHWAY 49, 7.2 FEET EAST OF A WIRE
 CP0123'FENCE AND 1 FOOT NORTH OF A TELEPHONE POLE.
 CP0123
 CP0123                          STATION RECOVERY (1973)
 CP0123
 CP0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0124 ***********************************************************************
 CP0124  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0124  DESIGNATION -  49 5 RM 2
 CP0124  PID         -  CP0124
 CP0124  STATE/COUNTY-  MS/YAZOO
 CP0124  USGS QUAD   -  BENTON (1988)
 CP0124
 CP0124                         *CURRENT SURVEY CONTROL
 CP0124  ___________________________________________________________________
 CP0124* NAD 83(2007)-  32 45 23.47953(N)    090 22 23.97468(W)     ADJUSTED  
 CP0124* NAVD 88     -       106.43   (meters)     349.2    (feet)  GPS OBS   
 CP0124  ___________________________________________________________________
 CP0124  EPOCH DATE  -        2002.00
 CP0124  X           -     -34,984.241 (meters)                     COMP
 CP0124  Y           -  -5,369,086.022 (meters)                     COMP
 CP0124  Z           -   3,431,324.496 (meters)                     COMP
 CP0124  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CP0124  ELLIP HEIGHT-          79.535 (meters)          (02/15/08) ADJUSTED
 CP0124  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP0124  HORZ ORDER  -  FIRST
 CP0124  ELLP ORDER  -  FOURTH    CLASS II
 CP0124
 CP0124.The horizontal coordinates were established by GPS observations
 CP0124.and adjusted by the EMC INCORPORATED in February 2008.
 CP0124
 CP0124.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0124.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0124.The horizontal coordinates are valid at the epoch date displayed above.
 CP0124.The epoch date for horizontal control is a decimal equivalence
 CP0124.of Year/Month/Day.
 CP0124
 CP0124.The orthometric height was determined by GPS observations and a
 CP0124.high-resolution geoid model.
 CP0124.The orthometric height was determined by GPS observations and a
 CP0124.high-resolution geoid model using precise GPS observation and
 CP0124.processing techniques.
 CP0124
 CP0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0124
 CP0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0124
 CP0124.The ellipsoidal height was determined by GPS observations
 CP0124.and is referenced to NAD 83.
 CP0124
 CP0124.The geoid height was determined by GEOID03.
 CP0124
 CP0124;                    North         East     Units Scale Factor Converg.
 CP0124;SPC MS W     -   361,039.163   696,252.484   MT  0.99995017   -0 01 17.9
 CP0124;SPC MS W     - 1,184,509.32  2,284,288.36   sFT  0.99995017   -0 01 17.9
 CP0124;UTM  15      - 3,627,348.790   746,080.644   MT  1.00034675   +1 25 18.9
 CP0124
 CP0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0124!SPC MS W     -   0.99998751  x   0.99995017  =   0.99993768
 CP0124!UTM  15      -   0.99998751  x   1.00034675  =   1.00033426
 CP0124
 CP0124                          SUPERSEDED SURVEY CONTROL
 CP0124
 CP0124  NGVD 29 (??/??/??)  106.47   (m)          349.3    (f) RESET       3  
 CP0124
 CP0124.Superseded values are not recommended for survey control.
 CP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0124.See file dsdata.txt to determine how the superseded data were derived.
 CP0124
 CP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4608127349(NAD 83)
 CP0124_MARKER: DR = REFERENCE MARK DISK
 CP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0124_STAMPING: 49- RM-2 1960
 CP0124_MARK LOGO: MSHD  
 CP0124_PROJECTION: PROJECTING 15 CENTIMETERS
 CP0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0124+STABILITY: SURFACE MOTION
 CP0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0124+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2007
 CP0124
 CP0124  HISTORY     - Date     Condition        Report By
 CP0124  HISTORY     - 1960     MONUMENTED       MSHD
 CP0124  HISTORY     - 1966     GOOD             MSHD
 CP0124  HISTORY     - 1973     GOOD             NGS
 CP0124  HISTORY     - 20070131 GOOD             EMCINC
 CP0124
 CP0124                          STATION DESCRIPTION
 CP0124
 CP0124'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0124'7.6 MI SE FROM YAZOO CITY.
 CP0124'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0124'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0124'RIGHT AND GO 5.95 MILES TO THE MARK ON THE RIGHT JUST PAST A SIDE ROAD
 CP0124'LEFT.  IT IS 48 FEET WEST OF THE CENTER OF HIGHWAY 49, 65 FEET NORTH
 CP0124'OF A TELEPHONE POLE, AND 2 FEET EAST OF A POWER POLE.
 CP0124
 CP0124                          STATION RECOVERY (1973)
 CP0124
 CP0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0124'RECOVERED IN GOOD CONDITION.
 CP0124
 CP0124                          STATION RECOVERY (2007)
 CP0124
 CP0124'RECOVERY NOTE BY EMC INCORPORATED 2007 (DG)
 CP0124'7.6 MI (12.2 KM) SOUTHEAST FROM YAZOO CITY.
 CP0124' 
 CP0124'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 149 WEST
 CP0124'FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY
 CP0124'16. TURN RIGHT AND GO 5.92 MI (9.6 KM) TO THE INTERSECTION OF AN
 CP0124'ACCESS ROAD RIGHT.  TURN RIGHT AND THEN A QUICK LEFT ONTO OLD HIGHWAY
 CP0124'49 AND THE MARK ON THE RIGHT.  IT IS 48 FT (14.6 M) WEST OF THE CENTER
 CP0124'OF OLD HIGHWAY 49, AND APPROXIMATELY 100 FT (30.5 M) SOUTH OF THE
 CP0124'CENTER OF THE ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1422 ***********************************************************************
 EG1422  DESIGNATION -  49 509 USE
 EG1422  PID         -  EG1422
 EG1422  STATE/COUNTY-  MS/PRENTISS
 EG1422  USGS QUAD   -  FULTON NE (1992)
 EG1422
 EG1422                         *CURRENT SURVEY CONTROL
 EG1422  ___________________________________________________________________
 EG1422* NAD 83(1986)-  34 27 49.     (N)    088 21 52.     (W)     SCALED    
 EG1422* NAVD 88     -       103.953  (meters)     341.05   (feet)  ADJUSTED  
 EG1422  ___________________________________________________________________
 EG1422  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1422  DYNAMIC HT  -         103.851 (meters)     340.72  (feet)  COMP
 EG1422  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EG1422
 EG1422  VERT ORDER  -  FIRST     CLASS II
 EG1422
 EG1422.The horizontal coordinates were scaled from a topographic map and have
 EG1422.an estimated accuracy of +/- 6 seconds.
 EG1422
 EG1422.The orthometric height was determined by differential leveling
 EG1422.and adjusted in June 1991.
 EG1422
 EG1422.The geoid height was determined by GEOID03.
 EG1422
 EG1422.The dynamic height is computed by dividing the NAVD 88
 EG1422.geopotential number by the normal gravity value computed on the
 EG1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1422.degrees latitude (g = 980.6199 gals.).
 EG1422
 EG1422.The modeled gravity was interpolated from observed gravity values.
 EG1422
 EG1422;                    North         East    Units  Estimated Accuracy
 EG1422;SPC MS E     -   550,470.      343,080.      MT  (+/- 180 meters Scaled)
 EG1422
 EG1422                          SUPERSEDED SURVEY CONTROL
 EG1422
 EG1422  NGVD 29 (??/??/92)  103.885  (m)          340.83   (f) ADJ UNCH    1 2
 EG1422
 EG1422.Superseded values are not recommended for survey control.
 EG1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1422.See file dsdata.txt to determine how the superseded data were derived.
 EG1422
 EG1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD746144(NAD 83)
 EG1422_MARKER: DD = SURVEY DISK
 EG1422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1422_SP_SET: ALUMINUM ALLOY ROD
 EG1422_STAMPING: 49 509 1984
 EG1422_MARK LOGO: USE   
 EG1422_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1422_ROD/PIPE-DEPTH: 8.5  meters
 EG1422
 EG1422  HISTORY     - Date     Condition        Report By
 EG1422  HISTORY     - 1984     MONUMENTED       USE
 EG1422  HISTORY     - 1985     GOOD             NGS
 EG1422
 EG1422                          STATION DESCRIPTION
 EG1422
 EG1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1422'8.0 KM (5.0 MI) SSW FROM BAY SPRINGS.
 EG1422'8.0 KM (5.0 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1422'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1422'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 0.08 KM (0.05 MI)
 EG1422'SOUTHEAST OF THE SOUTHEAST END OF THE DAM AT LOCK E, 3.96 METERS
 EG1422'(13.0 FT) NORTHEAST OF THE CENTER OF THE LEVEE ROAD.
 EG1422'THE MARK IS 0.80 METERS  SE FROM  A WITNESS POST
 EG1422'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1421 ***********************************************************************
 EG1421  DESIGNATION -  49 510 USE
 EG1421  PID         -  EG1421
 EG1421  STATE/COUNTY-  MS/PRENTISS
 EG1421  USGS QUAD   -  FULTON NE (1992)
 EG1421
 EG1421                         *CURRENT SURVEY CONTROL
 EG1421  ___________________________________________________________________
 EG1421* NAD 83(1986)-  34 28 04.     (N)    088 21 57.     (W)     SCALED    
 EG1421* NAVD 88     -       103.694  (meters)     340.20   (feet)  ADJUSTED  
 EG1421  ___________________________________________________________________
 EG1421  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1421  DYNAMIC HT  -         103.593 (meters)     339.87  (feet)  COMP
 EG1421  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EG1421
 EG1421  VERT ORDER  -  FIRST     CLASS II
 EG1421
 EG1421.The horizontal coordinates were scaled from a topographic map and have
 EG1421.an estimated accuracy of +/- 6 seconds.
 EG1421
 EG1421.The orthometric height was determined by differential leveling
 EG1421.and adjusted in June 1991.
 EG1421
 EG1421.The geoid height was determined by GEOID03.
 EG1421
 EG1421.The dynamic height is computed by dividing the NAVD 88
 EG1421.geopotential number by the normal gravity value computed on the
 EG1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1421.degrees latitude (g = 980.6199 gals.).
 EG1421
 EG1421.The modeled gravity was interpolated from observed gravity values.
 EG1421
 EG1421;                    North         East    Units  Estimated Accuracy
 EG1421;SPC MS E     -   550,930.      342,950.      MT  (+/- 180 meters Scaled)
 EG1421
 EG1421                          SUPERSEDED SURVEY CONTROL
 EG1421
 EG1421  NGVD 29 (??/??/92)  103.626  (m)          339.98   (f) ADJ UNCH    1 2
 EG1421
 EG1421.Superseded values are not recommended for survey control.
 EG1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1421.See file dsdata.txt to determine how the superseded data were derived.
 EG1421
 EG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD745148(NAD 83)
 EG1421_MARKER: DD = SURVEY DISK
 EG1421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1421_SP_SET: ALUMINUM ALLOY ROD
 EG1421_STAMPING: 49 510 1984
 EG1421_MARK LOGO: USE   
 EG1421_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1421_ROD/PIPE-DEPTH: 16.2 meters
 EG1421
 EG1421  HISTORY     - Date     Condition        Report By
 EG1421  HISTORY     - 1984     MONUMENTED       USE
 EG1421  HISTORY     - 1985     GOOD             NGS
 EG1421
 EG1421                          STATION DESCRIPTION
 EG1421
 EG1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1421'7.6 KM (4.7 MI) SSW FROM BAY SPRINGS.
 EG1421'7.6 KM (4.75 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1421'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1421'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI)
 EG1421'NORTHEAST OF THE NORTHWEST END OF THE DAM AT LOCK E, 3.35 METERS (11.0
 EG1421'FT) SOUTHEAST THE CENTER OF THE LEVEE ROAD.
 EG1421'THE MARK IS 0.80 METERS  SW FROM  A WITNESS POST
 EG1421'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1420 ***********************************************************************
 EG1420  DESIGNATION -  49 511 USE
 EG1420  PID         -  EG1420
 EG1420  STATE/COUNTY-  MS/PRENTISS
 EG1420  USGS QUAD   -  FULTON NE (1992)
 EG1420
 EG1420                         *CURRENT SURVEY CONTROL
 EG1420  ___________________________________________________________________
 EG1420* NAD 83(1986)-  34 28 13.     (N)    088 21 33.     (W)     SCALED    
 EG1420* NAVD 88     -       102.440  (meters)     336.09   (feet)  ADJUSTED  
 EG1420  ___________________________________________________________________
 EG1420  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1420  DYNAMIC HT  -         102.340 (meters)     335.76  (feet)  COMP
 EG1420  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EG1420
 EG1420  VERT ORDER  -  FIRST     CLASS II
 EG1420
 EG1420.The horizontal coordinates were scaled from a topographic map and have
 EG1420.an estimated accuracy of +/- 6 seconds.
 EG1420
 EG1420.The orthometric height was determined by differential leveling
 EG1420.and adjusted in June 1991.
 EG1420
 EG1420.The geoid height was determined by GEOID03.
 EG1420
 EG1420.The dynamic height is computed by dividing the NAVD 88
 EG1420.geopotential number by the normal gravity value computed on the
 EG1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1420.degrees latitude (g = 980.6199 gals.).
 EG1420
 EG1420.The modeled gravity was interpolated from observed gravity values.
 EG1420
 EG1420;                    North         East    Units  Estimated Accuracy
 EG1420;SPC MS E     -   551,210.      343,560.      MT  (+/- 180 meters Scaled)
 EG1420
 EG1420                          SUPERSEDED SURVEY CONTROL
 EG1420
 EG1420  NGVD 29 (??/??/92)  102.372  (m)          335.87   (f) ADJ UNCH    1 2
 EG1420
 EG1420.Superseded values are not recommended for survey control.
 EG1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1420.See file dsdata.txt to determine how the superseded data were derived.
 EG1420
 EG1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD751151(NAD 83)
 EG1420_MARKER: DD = SURVEY DISK
 EG1420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1420_SP_SET: ALUMINUM ALLOY ROD
 EG1420_STAMPING: 49 511 1984
 EG1420_MARK LOGO: USE   
 EG1420_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1420_ROD/PIPE-DEPTH: 15.5 meters
 EG1420
 EG1420  HISTORY     - Date     Condition        Report By
 EG1420  HISTORY     - 1984     MONUMENTED       USE
 EG1420  HISTORY     - 1985     GOOD             NGS
 EG1420
 EG1420                          STATION DESCRIPTION
 EG1420
 EG1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1420'6.9 KM (4.3 MI) SSW FROM BAY SPRINGS.
 EG1420'6.9 KM (4.3 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1420'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1420'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 0.88 KM (0.55
 EG1420'MI) NORTHEAST ALONG THE LEVEE ROAD FROM THE NORTHWEST END OF THE
 EG1420'DAM AT LOCK E, 7.31 METERS (24.0 FT) NORTHWEST OF THE CENTER OF THE
 EG1420'LEVEE ROAD.
 EG1420'THE MARK IS 0.91 METERS  SE FROM  A WITNESS POST
 EG1420'THE MARK IS 0.45 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1419 ***********************************************************************
 EG1419  DESIGNATION -  49 512 USE
 EG1419  PID         -  EG1419
 EG1419  STATE/COUNTY-  MS/PRENTISS
 EG1419  USGS QUAD   -  FULTON NE (1992)
 EG1419
 EG1419                         *CURRENT SURVEY CONTROL
 EG1419  ___________________________________________________________________
 EG1419* NAD 83(1986)-  34 28 19.     (N)    088 21 08.     (W)     SCALED    
 EG1419* NAVD 88     -       102.742  (meters)     337.08   (feet)  ADJUSTED  
 EG1419  ___________________________________________________________________
 EG1419  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1419  DYNAMIC HT  -         102.641 (meters)     336.75  (feet)  COMP
 EG1419  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EG1419
 EG1419  VERT ORDER  -  FIRST     CLASS II
 EG1419
 EG1419.The horizontal coordinates were scaled from a topographic map and have
 EG1419.an estimated accuracy of +/- 6 seconds.
 EG1419
 EG1419.The orthometric height was determined by differential leveling
 EG1419.and adjusted in June 1991.
 EG1419
 EG1419.The geoid height was determined by GEOID03.
 EG1419
 EG1419.The dynamic height is computed by dividing the NAVD 88
 EG1419.geopotential number by the normal gravity value computed on the
 EG1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1419.degrees latitude (g = 980.6199 gals.).
 EG1419
 EG1419.The modeled gravity was interpolated from observed gravity values.
 EG1419
 EG1419;                    North         East    Units  Estimated Accuracy
 EG1419;SPC MS E     -   551,400.      344,200.      MT  (+/- 180 meters Scaled)
 EG1419
 EG1419                          SUPERSEDED SURVEY CONTROL
 EG1419
 EG1419  NGVD 29 (??/??/92)  102.674  (m)          336.86   (f) ADJ UNCH    1 2
 EG1419
 EG1419.Superseded values are not recommended for survey control.
 EG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1419.See file dsdata.txt to determine how the superseded data were derived.
 EG1419
 EG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD758153(NAD 83)
 EG1419_MARKER: DD = SURVEY DISK
 EG1419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1419_SP_SET: ALUMINUM ALLOY ROD
 EG1419_STAMPING: 49 512 1984
 EG1419_MARK LOGO: USE   
 EG1419_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1419_ROD/PIPE-DEPTH: 12.5 meters
 EG1419
 EG1419  HISTORY     - Date     Condition        Report By
 EG1419  HISTORY     - 1984     MONUMENTED       USE
 EG1419  HISTORY     - 1985     GOOD             NGS
 EG1419
 EG1419                          STATION DESCRIPTION
 EG1419
 EG1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1419'6.9 KM (4.3 MI) SSW FROM BAY SPRINGS.
 EG1419'6.2 KM (3.9 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1419'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1419'OVERPASS IN BAY SPRINGS TO THE MARK ON THE RIGHT, 1.5 KM (0.95 MI)
 EG1419'NORTHEAST OF THE NORTHWEST END OF THE DAM AT LOCK E, 6.24 METERS
 EG1419'(20.5 FT) NORTHWEST OF THE CENTER OF THE LEVEE ROAD.
 EG1419'THE MARK IS 0.91 METERS  SE FROM  A WITNESS POST
 EG1419'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2562 ***********************************************************************
 CP2562  DESIGNATION -  49 6
 CP2562  PID         -  CP2562
 CP2562  STATE/COUNTY-  MS/YAZOO
 CP2562  USGS QUAD   -  YAZOO CITY (1988)
 CP2562
 CP2562                         *CURRENT SURVEY CONTROL
 CP2562  ___________________________________________________________________
 CP2562* NAD 83(1993)-  32 52 00.19506(N)    090 23 26.64035(W)     ADJUSTED  
 CP2562* NAVD 88     -        69.3    (meters)     227.     (feet)  VERTCON   
 CP2562  ___________________________________________________________________
 CP2562  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CP2562  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP2562  HORZ ORDER  -  SECOND
 CP2562
 CP2562.The horizontal coordinates were established by classical geodetic methods
 CP2562.and adjusted by the National Geodetic Survey in May 1994.
 CP2562
 CP2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2562
 CP2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2562
 CP2562.The geoid height was determined by GEOID03.
 CP2562
 CP2562;                    North         East     Units Scale Factor Converg.
 CP2562;SPC MS W     -   373,260.470   694,627.994   MT  0.99995036   -0 01 52.1
 CP2562;SPC MS W     - 1,224,605.39  2,278,958.68   sFT  0.99995036   -0 01 52.1
 CP2562;UTM  15      - 3,639,529.978   744,147.574   MT  1.00033505   +1 25 00.2
 CP2562
 CP2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2562!SPC MS W     -   0.99999334  x   0.99995036  =   0.99994370
 CP2562!UTM  15      -   0.99999334  x   1.00033505  =   1.00032839
 CP2562
 CP2562|---------------------------------------------------------------------|
 CP2562| PID    Reference Object                     Distance      Geod. Az  |
 CP2562|                                                           dddmmss.s |
 CP2562| CY3208 49 6 RM 1                            23.165 METERS 13356     |
 CP2562| CP2557 YAZOO CITY TEX E TRANSM CO MST      APPROX. 3.9 KM 1432202.8 |
 CP2562| CP2567 YAZOO CITY ST HWY DEPT RAD MST      APPROX. 3.2 KM 1834634.7 |
 CP2562| CP2563 YAZOO CITY FED COMPRESS CO TK       APPROX. 3.0 KM 2332323.3 |
 CP2562| CY3209 49 6 RM 2                            17.892 METERS 24514     |
 CP2562| CP0148 49 6 AZ MK                                         3262848.4 |
 CP2562|---------------------------------------------------------------------|
 CP2562
 CP2562                          SUPERSEDED SURVEY CONTROL
 CP2562
 CP2562  NAD 83(1986)-  32 52 00.20927(N)    090 23 26.63447(W) AD(       ) 2
 CP2562  NAD 27      -  32 51 59.72860(N)    090 23 26.30420(W) AD(       ) 2
 CP2562  NGVD 29 (07/19/86)   69.4    (m)          228.     (f) VERT ANG    3  
 CP2562
 CP2562.Superseded values are not recommended for survey control.
 CP2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2562.See file dsdata.txt to determine how the superseded data were derived.
 CP2562
 CP2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4414839530(NAD 83)
 CP2562_MARKER: DD = SURVEY DISK
 CP2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2562+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 CP2562
 CP2562  HISTORY     - Date     Condition        Report By
 CP2562  HISTORY     - 1960     MONUMENTED       MSHD
 CP2562  HISTORY     - 1966     GOOD             MSHD
 CP2562  HISTORY     - 20020412 GOOD             MSHD
 CP2562
 CP2562                          STATION DESCRIPTION
 CP2562
 CP2562'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2562'STATION IS IN THE NORTHEAST SECTION OF YAZOO CITY ON A BALD
 CP2562'RIDGE NEAR RADIO STATION WAZF TRANSMITTER STATION.
 CP2562'
 CP2562'TO REACH FROM THE MISSISSIPPI STATE HIGHWAY DEPARTMENT BUILDING
 CP2562'IN YAZOO CITY, GO SOUTHEAST ON U.S. HIGHWAY 49 W FOR 0.35
 CP2562'MILE TO THE JUNCTION OF U.S. HIGHWAY 49 E AND STATE HIGHWAY
 CP2562'16.  TURN LEFT, NORTH, ON HIGHWAY 49 E FOR 1.65 MILES TO
 CP2562'TRUCK ROUTE THROUGH YAZOO CITY ON LEFT AND ASPHALT ROAD ON
 CP2562'RIGHT.  (THE AZIMUTH MARK IS REACHED FROM THIS POINT BY
 CP2562'TURNING LEFT, WEST ON TRUCK ROUTE FOR 0.35 MILE TO INTERSECTION
 CP2562'OF GRAND AVENUE, TURN RIGHT, NORTH, ON GRAND AVENUE FOR
 CP2562'0.45 MILE TO JUNCTION OF AVONDALE DRIVE ON RIGHT, TURN RIGHT,
 CP2562'EAST ON AVONDALE DRIVE FOR 0.05 MILE TO DEAD END AT RAILROAD
 CP2562'TRACKS AND MARK AS DESCRIBED.) TURN RIGHT, EAST, ON
 CP2562'ASPHALT ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 CP2562'NORTH, FOR 0.2 MILE TO THE TOP OF RIDGE AND STATION AS
 CP2562'DESCRIBED.
 CP2562'
 CP2562'ALL MARKS ARE M.S.H.D.-U.S.C. AND G.S. BRONZE DISKS SET IN
 CP2562'THE TOP OF 11-INCH SQUARE CONCRETE POSTS.
 CP2562'
 CP2562'STATION MARKS ARE STAMPED STA 49-6 1960, AND THE SURFACE
 CP2562'MARK PROJECTS 2 INCHES.  IT IS 88.9 FEET NORTHWEST OF THE
 CP2562'SOUTHWEST CORNER OF THE TRANSMITTER SHACK, 78.3 FEET WEST
 CP2562'OF THE NORTHWEST CORNER OF THE SHACK, 61.1 FEET NORTHEAST
 CP2562'OF THE WEST GUY WIRE OF THE MAST AND 1.5 FEET NORTH OF A
 CP2562'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CP2562'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CP2562'
 CP2562'REFERENCE MARK NO. 1, STAMPED R.M.-1 49-6 1960, PROJECTS
 CP2562'2 INCHES.  IT IS 2.4 FEET WEST OF THE NORTHWEST CORNER OF
 CP2562'THE SHACK.
 CP2562'
 CP2562'REFERENCE MARK NO. 2, STAMPED R.M.-2 49-6 1960, PROJECTS
 CP2562'2 INCHES.  IT IS 3.3 FEET NORTHEAST OF THE WEST GUY WIRE
 CP2562'OF THE MAST.
 CP2562'
 CP2562'AZIMUTH MARK IS STAMPED AZ 49-6 1960 AND PROJECTS 2 INCHES.
 CP2562'IT IS 24.8 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 CP2562'4.3 FEET SOUTH OF A TELEGRAPH LINE POLE AND 1.9 FEET SOUTH
 CP2562'OF A METAL WITNESS POST.
 CP2562'
 CP2562'HEIGHT OF LIGHT ABOVE STATION 26.28 FT.
 CP2562
 CP2562                          STATION RECOVERY (1966)
 CP2562
 CP2562'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2562'THE STATION WAS VISITED 6-6-66 AND ALL MARKS WERE FOUND IN
 CP2562'GOOD CONDITION.
 CP2562'
 CP2562'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN
 CP2562'YAZOO CITY GO EAST ON U.S. HIGHWAY 49 WEST FOR 1.65 MILES
 CP2562'TO THE INTERSECTION OF U.S. HIGHWAY 49 EAST, TURN LEFT (NORTH)
 CP2562'AND CONTINUE ON HIGHWAY 49 EAST FOR 1.75 MILES TO 15TH STREET
 CP2562'LEFT AND A BLACKTOP ROAD RIGHT (TURN RIGHT (EAST) AND CONTINUE
 CP2562'ON A BLACKTOP ROAD FOR 0.25 MILE TO A TRACK ROAD LEFT, TURN
 CP2562'LEFT (NORTH) AND CONTINUE ON A TRACK ROAD FOR 0.2 MILE TO
 CP2562'THE TOP OF A HILL AND THE RADIO TRANSMITTER AND THE STATION
 CP2562'AS DESCRIBED) TO REACH THE AZIMUTH CONTINUE NORTH ON HIGHWAY
 CP2562'49 EAST FOR 0.75 MILE TO A ROSE OIL STATION AND THE MARK
 CP2562'ON THE LEFT AS DESCRIBED.  THE STATION DISK IS STAMPED 49-6
 CP2562'(1960).
 CP2562'
 CP2562'IT IS 88.9 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CP2562'TRANSMITTER SHACK, 78.3 FEET WEST OF THE NORTHWEST CORNER
 CP2562'OF THE SHACK, 61.1 FEET NORTHEAST OF THE WEST GUIDE WIRE
 CP2562'BASE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 CP2562'
 CP2562'R.M. 1 IS 71.5 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 CP2562'ON IT, 11.6 FEET SOUTHEAST OF THE CENTER OF A BUTANE TANK,
 CP2562'2.4 FEET WEST OF THE NORTHWEST CORNER OF THE SHACK, AND
 CP2562'STAMPED 49-6 R.M.-1 (1960).
 CP2562'
 CP2562'R.M. 2 IS 98 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 CP2562'ON IT, 3.3 FEET NORTHEAST OF THE WEST GUIDE WIRE BASE, AND
 CP2562'STAMPED 49-6 R.M.-2 (1960).
 CP2562'
 CP2562'THE AZIMUTH MARK IS 96.5 FEET SOUTHWEST OF THE SOUTHWEST
 CP2562'CORNER OF A CONCRETE BLOCK BUILDING, 58.2 FEET NORTHWEST
 CP2562'OF THE NORTHWEST CORNER OF THE REST ROOMS FOR ROSE OIL SERVICE
 CP2562'STATION, 55.7 FEET EAST OF POWER POLE NO. 5746, 32.5 FEET
 CP2562'WEST OF THE PARKING LOT FOR SERVICE STATION, 24.7 FEET
 CP2562'EAST OF THE EAST RAIL, 17.5 FEET SOUTH OF A TELEPHONE POLE,
 CP2562'AND STAMPED 49-6 AZ (1960).
 CP2562
 CP2562                          STATION RECOVERY (2002)
 CP2562
 CP2562'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0148 ***********************************************************************
 CP0148  DESIGNATION -  49 6 AZ MK
 CP0148  PID         -  CP0148
 CP0148  STATE/COUNTY-  MS/YAZOO
 CP0148  USGS QUAD   -  YAZOO CITY (1988)
 CP0148
 CP0148                         *CURRENT SURVEY CONTROL
 CP0148  ___________________________________________________________________
 CP0148* NAD 83(1986)-  32 52 20.     (N)    090 23 39.     (W)     SCALED    
 CP0148* NAVD 88     -        35.292  (meters)     115.79   (feet)  ADJUSTED  
 CP0148  ___________________________________________________________________
 CP0148  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0148  DYNAMIC HT  -          35.253 (meters)     115.66  (feet)  COMP
 CP0148  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CP0148
 CP0148  VERT ORDER  -  SECOND    CLASS 0
 CP0148
 CP0148.The horizontal coordinates were scaled from a topographic map and have
 CP0148.an estimated accuracy of +/- 6 seconds.
 CP0148
 CP0148.The orthometric height was determined by differential leveling
 CP0148.and adjusted in June 1991.
 CP0148
 CP0148.The geoid height was determined by GEOID03.
 CP0148
 CP0148.The dynamic height is computed by dividing the NAVD 88
 CP0148.geopotential number by the normal gravity value computed on the
 CP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0148.degrees latitude (g = 980.6199 gals.).
 CP0148
 CP0148.The modeled gravity was interpolated from observed gravity values.
 CP0148
 CP0148;                    North         East    Units  Estimated Accuracy
 CP0148;SPC MS W     -   373,870.      694,310.      MT  (+/- 180 meters Scaled)
 CP0148
 CP0148                          SUPERSEDED SURVEY CONTROL
 CP0148
 CP0148  NGVD 29 (??/??/92)   35.381  (m)          116.08   (f) ADJ UNCH    2 0
 CP0148
 CP0148.Superseded values are not recommended for survey control.
 CP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0148.See file dsdata.txt to determine how the superseded data were derived.
 CP0148
 CP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS438401(NAD 83)
 CP0148_MARKER: DD = SURVEY DISK
 CP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0148_STAMPING: 49-6 AZ (1960)
 CP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0148+STABILITY: SURFACE MOTION
 CP0148
 CP0148  HISTORY     - Date     Condition        Report By
 CP0148  HISTORY     - 1960     MONUMENTED       MSHD
 CP0148  HISTORY     - 1966     GOOD             MSHD
 CP0148
 CP0148                          STATION DESCRIPTION
 CP0148
 CP0148'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0148'2.15 MI NE FROM YAZOO CITY.
 CP0148'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0148'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0148'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0148'1.75 MILES TO 15TH STREET LEFT AND A BLACKTOP ROAD RIGHT, CONTINUE
 CP0148'NORTH ON HIGHWAY 49 EAST FOR 0.75 MILE TO A ROSE OIL STATION AND THE
 CP0148'MARK ON THE LET AS DESCRIBED.  IT IS 96.5 FEET SOUTHWEST OF THE
 CP0148'SOUTHWEST CORNER OF A BLOCK BUILDING, 58.2 FEET NORTHWEST OF THE
 CP0148'NORTHWEST CORNER OF THE REST ROOMS FOR THE SERVICE STATION, 55.7 FEET
 CP0148'EAST OF POWER POLE NO. 5746, 32.5 FEET WEST OF THE PARKING LOT FOR
 CP0148'SERVICE STATION, 24.7 FEET EAST OF THE EAST RAIL, AND 17.5 FEET SOUTH
 CP0148'OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2571 ***********************************************************************
 CP2571  DESIGNATION -  49 7
 CP2571  PID         -  CP2571
 CP2571  STATE/COUNTY-  MS/YAZOO
 CP2571  USGS QUAD   -  CARTER (1988)
 CP2571
 CP2571                         *CURRENT SURVEY CONTROL
 CP2571  ___________________________________________________________________
 CP2571* NAD 83(1993)-  32 54 39.74101(N)    090 22 51.93046(W)     ADJUSTED  
 CP2571* NAVD 88     -        59.5    (meters)     195.     (feet)  VERTCON   
 CP2571  ___________________________________________________________________
 CP2571  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP2571  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP2571  HORZ ORDER  -  SECOND
 CP2571
 CP2571.The horizontal coordinates were established by classical geodetic methods
 CP2571.and adjusted by the National Geodetic Survey in May 1994.
 CP2571
 CP2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2571
 CP2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2571
 CP2571.The geoid height was determined by GEOID03.
 CP2571
 CP2571;                    North         East     Units Scale Factor Converg.
 CP2571;SPC MS W     -   378,174.787   695,532.568   MT  0.99995025   -0 01 33.4
 CP2571;SPC MS W     - 1,240,728.45  2,281,926.43   sFT  0.99995025   -0 01 33.4
 CP2571;UTM  15      - 3,644,467.504   744,927.915   MT  1.00033975   +1 25 25.2
 CP2571
 CP2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2571!SPC MS W     -   0.99999488  x   0.99995025  =   0.99994513
 CP2571!UTM  15      -   0.99999488  x   1.00033975  =   1.00033462
 CP2571
 CP2571:                Primary Azimuth Mark                     Grid Az
 CP2571:SPC MS W     -  YAZOO CITY TEX E TRANSM CO MST           169 59 38.9
 CP2571:UTM  15      -  YAZOO CITY TEX E TRANSM CO MST           168 32 40.3
 CP2571
 CP2571|---------------------------------------------------------------------|
 CP2571| PID    Reference Object                     Distance      Geod. Az  |
 CP2571|                                                           dddmmss.s |
 CP2571| CP2557 YAZOO CITY TEX E TRANSM CO MST      APPROX. 8.2 KM 1695805.5 |
 CP2571| CP2567 YAZOO CITY ST HWY DEPT RAD MST      APPROX. 8.2 KM 1874938.1 |
 CP2571| CY3211 49 7 RM 2                            16.886 METERS 18820     |
 CP2571| CP2566 YAZOO CITY RAD STA WAZF MAST        APPROX. 5.0 KM 1900805.8 |
 CP2571| CP2563 YAZOO CITY FED COMPRESS CO TK       APPROX. 7.5 KM 2062136.0 |
 CP2571| CP0153 49 7 AZ MK                                         2103739.3 |
 CP2571| CY3210 49 7 RM 1                            22.979 METERS 35726     |
 CP2571|---------------------------------------------------------------------|
 CP2571
 CP2571                          SUPERSEDED SURVEY CONTROL
 CP2571
 CP2571  NAD 83(1986)-  32 54 39.75415(N)    090 22 51.92438(W) AD(       ) 2
 CP2571  NAD 27      -  32 54 39.28230(N)    090 22 51.59610(W) AD(       ) 2
 CP2571  NGVD 29 (07/19/86)   59.6    (m)          196.     (f) VERT ANG    3  
 CP2571
 CP2571.Superseded values are not recommended for survey control.
 CP2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2571.See file dsdata.txt to determine how the superseded data were derived.
 CP2571
 CP2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4492844468(NAD 83)
 CP2571_MARKER: DD = SURVEY DISK
 CP2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2571
 CP2571  HISTORY     - Date     Condition        Report By
 CP2571  HISTORY     - 1960     MONUMENTED       MSHD
 CP2571  HISTORY     - 1966     GOOD             MSHD
 CP2571  HISTORY     - 1980     GOOD             MSSU
 CP2571
 CP2571                          STATION DESCRIPTION
 CP2571
 CP2571'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2571'STATION IS 3.5 MILES NORTHEAST OF YAZOO CITY ON THE SOUTH
 CP2571'END OF A RIDGE, WHICH RISES ABOUT 100 FEET ABOVE THE DELTA,
 CP2571'ABOUT 0.5 MILE NORTH OF THE MISSISSIPPI CHEMICAL CORP., ON
 CP2571'PROPERTY OWNED BY HENRY R. CROWDER, 711 GRAND AVENUE, YAZOO
 CP2571'CITY.
 CP2571'
 CP2571'TO REACH FROM THE MISSISSIPPI STATE HIGHWAY DEPARTMENT BUILDING
 CP2571'IN YAZOO CITY, GO SOUTHEAST ON U.S. HIGHWAY 49 W FOR 0.35
 CP2571'MILE TO JUNCTION OF U.S. HIGHWAY 49 E, TURN LEFT, NORTH,
 CP2571'ON HIGHWAY 49 E FOR 4.75 MILES TO THE MISSISSIPPI CHEMICAL
 CP2571'CORP. ON RIGHT, CONTINUE NORTH FOR 0.3 MILE TO A FIELD ROAD
 CP2571'ON LEFT (TO REACH THE AZIMUTH FROM THIS POINT TURN LEFT, WEST,
 CP2571'AND CROSS RAILROAD TRACKS AND CONCRETE CATTLE GAP, TURN SLIGHT
 CP2571'LEFT FOR 200 FEET TO FENCE AND AZIMUTH AS DESCRIBED), CONTINUE
 CP2571'NORTH ACROSS A CONCRETE BRIDGE FOR 0.2 MILE TO STATION ON
 CP2571'RIGHT.
 CP2571'
 CP2571'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 CP2571'OF 11-INCH SQUARE CONCRETE POSTS.
 CP2571'
 CP2571'STATION MARKS ARE STAMPED STA 49-7 1960, AND THE SURFACE
 CP2571'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 500 FEET
 CP2571'EAST OF HIGHWAY 49 E, 71.5 FEET SOUTHEAST OF A 10-INCH PINE
 CP2571'TREE, 70 FEET NORTH OF AN 8-INCH CEDAR TREE, 66.3 FEET NORTHEAST
 CP2571'OF A QUADRUPLE TRUNK CEDAR TREE, AND 4 FEET NORTHWEST OF
 CP2571'A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN
 CP2571'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CP2571'
 CP2571'REFERENCE MARK NO. 1, STAMPED 49-7 R.M.-1 1960, IS FLUSH
 CP2571'WITH THE GROUND SURFACE.  IT IS 28.4 FEET NORTHEAST OF A
 CP2571'1-INCH PINE TREE, 10 FEET SOUTHEAST OF A CEDAR TREE.
 CP2571'
 CP2571'REFERENCE MARK NO. 2, STAMPED 49-7 R.M.-2 1960, IS FLUSH
 CP2571'WITH THE GROUND SURFACE.  IT IS 15.3 FEET NORTHEAST OF AN
 CP2571'8-INCH CEDAR TREE AND 14.2 FEET SOUTHEAST OF A 6-INCH LOCUST
 CP2571'TREE.
 CP2571'
 CP2571'AZIMUTH MARK IS STAMPED AZ 49-7 1960, AND PROJECTS 2 INCHES.
 CP2571'IT IS 206 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 CP2571'200.6 FEET SOUTHWEST OF A CONCRETE CATTLE GAP, 180 FEET WEST
 CP2571'OF A TELEPHONE LINE POLE, 37 FEET NORTHEAST OF A 30-INCH
 CP2571'COTTONWOOD TREE AND 1.3 FEET NORTH OF A FENCE.  A METAL
 CP2571'WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 CP2571'
 CP2571'HEIGHT OF LIGHT ABOVE STATION 47.45 FT.
 CP2571
 CP2571                          STATION RECOVERY (1966)
 CP2571
 CP2571'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2571'THE STATION WAS VISITED 8-3-66 AND ALL MARKS WERE FOUND IN
 CP2571'GOOD CONDITION.
 CP2571'
 CP2571'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY
 CP2571'GO EAST ON U.S. HIGHWAY 49 WEST FOR 1.7 MILES TO THE INTERSECTION OF
 CP2571'U.S. HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49
 CP2571'EAST FOR 3.55 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS,
 CP2571'CONTINUE NORTH ON U.S. HIGHWAY 49 EAST OF 1.6 MILES TO A SIDE ROAD
 CP2571'LEFT JUST AFTER CROSSING A CONCRETE BRIDGE.  (TO REACH THE AZIMUTH
 CP2571'TURN LEFT (WEST) AND CONTINUE ON AN ALL-WEATHER ROAD FOR
 CP2571'APPROXIMATELY 50 FEET TO A CATTLE GAP, TURN SLIGHTLY LEFT AND ANGLE
 CP2571'ACROSS A PASTURE FOR APPROXIMATELY 200 FEET TO A FENCE AND THE
 CP2571'MARK AS DESCRIBED), CONTINUE NORTH ON HIGHWAY 49 EAST FOR 0.2 MILE TO
 CP2571'THE STATION ON THE RIGHT APPROXIMATELY 500 FEET EAST OF THE
 CP2571'CENTER OF HIGHWAY 49, AND ON A HILL APPROXIMATELY 100 FEET ABOVE
 CP2571'THE DELTA.
 CP2571'
 CP2571'THE STATION DISK IS STAMPED STA 49-7 (1960), 71.5 FEET SOUTHEAST OF
 CP2571'A 10 INCH PINE, 70 FEET NORTH OF AN 8 INCH CEDAR, 66.3 FEET
 CP2571'NORTHEAST OF A QUADRUPLE TRUNK CEDAR, AND 4 FEET NORTHWEST OF A
 CP2571'METAL WITNESS POST.
 CP2571'
 CP2571'R.M. 1 IS 28.4 FEET NORTHEAST OF A 10 INCH PINE, 36 FEET WEST OF A 10
 CP2571'INCH CEDAR, AND 10 FEET SOUTHEAST OF A 5 INCH CEDAR, AND STAMPED
 CP2571'49-7 RM 1 (1960).
 CP2571'
 CP2571'R.M. 2 IS 15.3 FEET NORTHEAST OF A 10 INCH CEDAR, 8 FEET WEST OF AN 8
 CP2571'INCH CEDAR, AND STAMPED 49-7 RM-2 (1960).
 CP2571'
 CP2571'THE AZIMUTH MARK IS 206 FEET WEST OF RAIL, 200.6 FEET SOUTHWEST OF A
 CP2571'CONCRETE CATTLE GAP, 1.6 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 CP2571'METAL WITNESS POST, AND STAMPED 49-7 AZ (1960).
 CP2571
 CP2571                          STATION RECOVERY (1980)
 CP2571
 CP2571'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP2571'STATION, REFERENCE MARK 1 AND 2, AND AZIMUTH MARK RECOVERED IN GOOD
 CP2571'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0153 ***********************************************************************
 CP0153  DESIGNATION -  49 7 AZ MK
 CP0153  PID         -  CP0153
 CP0153  STATE/COUNTY-  MS/YAZOO
 CP0153  USGS QUAD   -  CARTER (1988)
 CP0153
 CP0153                         *CURRENT SURVEY CONTROL
 CP0153  ___________________________________________________________________
 CP0153* NAD 83(1986)-  32 54 30.     (N)    090 23 01.     (W)     SCALED    
 CP0153* NAVD 88     -        34.189  (meters)     112.17   (feet)  ADJUSTED  
 CP0153  ___________________________________________________________________
 CP0153  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0153  DYNAMIC HT  -          34.151 (meters)     112.04  (feet)  COMP
 CP0153  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CP0153
 CP0153  VERT ORDER  -  SECOND    CLASS 0
 CP0153
 CP0153.The horizontal coordinates were scaled from a topographic map and have
 CP0153.an estimated accuracy of +/- 6 seconds.
 CP0153
 CP0153.The orthometric height was determined by differential leveling
 CP0153.and adjusted in June 1991.
 CP0153
 CP0153.The geoid height was determined by GEOID03.
 CP0153
 CP0153.The dynamic height is computed by dividing the NAVD 88
 CP0153.geopotential number by the normal gravity value computed on the
 CP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0153.degrees latitude (g = 980.6199 gals.).
 CP0153
 CP0153.The modeled gravity was interpolated from observed gravity values.
 CP0153
 CP0153;                    North         East    Units  Estimated Accuracy
 CP0153;SPC MS W     -   377,880.      695,300.      MT  (+/- 180 meters Scaled)
 CP0153
 CP0153                          SUPERSEDED SURVEY CONTROL
 CP0153
 CP0153  NGVD 29 (??/??/92)   34.27   (m)          112.4    (f) COMPUTED    2 0
 CP0153
 CP0153.Superseded values are not recommended for survey control.
 CP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0153.See file dsdata.txt to determine how the superseded data were derived.
 CP0153
 CP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS447441(NAD 83)
 CP0153_MARKER: DD = SURVEY DISK
 CP0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0153_STAMPING: 49-7 AZ(1960)
 CP0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0153+STABILITY: SURFACE MOTION
 CP0153
 CP0153  HISTORY     - Date     Condition        Report By
 CP0153  HISTORY     - 1960     MONUMENTED       MSHD
 CP0153  HISTORY     - 1966     GOOD             MSHD
 CP0153
 CP0153                          STATION DESCRIPTION
 CP0153
 CP0153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0153'3.5 MI N FROM YAZOO CITY.
 CP0153'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO (EAST) ON
 CP0153'U.S. HIGHWAY 49 WEST FOR 1.7 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 CP0153'49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR 3.55
 CP0153'MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON HIGHWAY
 CP0153'49 EAST FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) AND
 CP0153'CONTINUE ON AN ALL-WEATHER ROAD FOR APPROXIMATELY 50 FEET TO A CATTLE
 CP0153'GAP, TURN LEFT AND ANGLE ACROSS A PASTURE FOR APPROXIMATELY 200 FEET
 CP0153'TO A FENCE AND THE MARK AS DESCRIBED.  IT IS 206 FEET WEST OF THE WEST
 CP0153'RAIL, 200.6 FEET SOUTHWEST OF A CONCRETE CATTLE GAP, 2 FEET EAST OF A
 CP0153'METAL WITNESS POST, AND 1.6 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2559 ***********************************************************************
 CP2559  CBN         -  This is a Cooperative Base Network Control Station.
 CP2559  DESIGNATION -  49 8
 CP2559  PID         -  CP2559
 CP2559  STATE/COUNTY-  MS/YAZOO
 CP2559  USGS QUAD   -  YAZOO CITY (1988)
 CP2559
 CP2559                         *CURRENT SURVEY CONTROL
 CP2559  ___________________________________________________________________
 CP2559* NAD 83(2007)-  32 52 22.84670(N)    090 24 25.96870(W)     ADJUSTED  
 CP2559* NAVD 88     -        30.7    (meters)     101.     (feet)  GPS OBS   
 CP2559  ___________________________________________________________________
 CP2559  EPOCH DATE  -        2002.00
 CP2559  X           -     -38,109.538 (meters)                     COMP
 CP2559  Y           -  -5,361,999.964 (meters)                     COMP
 CP2559  Z           -   3,442,141.108 (meters)                     COMP
 CP2559  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CP2559  ELLIP HEIGHT-           4.040 (meters)          (02/10/07) ADJUSTED
 CP2559  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP2559
 CP2559  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP2559  Type    PID    Designation                      North   East  Ellip
 CP2559  -------------------------------------------------------------------
 CP2559  NETWORK CP2559 49 8                              0.73   0.96   2.80
 CP2559  -------------------------------------------------------------------
 CP2559
 CP2559.The horizontal coordinates were established by GPS observations
 CP2559.and adjusted by the National Geodetic Survey in February 2007.
 CP2559
 CP2559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2559.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2559.The horizontal coordinates are valid at the epoch date displayed above.
 CP2559.The epoch date for horizontal control is a decimal equivalence
 CP2559.of Year/Month/Day.
 CP2559
 CP2559.The orthometric height was determined by GPS observations and a
 CP2559.high-resolution geoid model.
 CP2559
 CP2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2559
 CP2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2559
 CP2559.The ellipsoidal height was determined by GPS observations
 CP2559.and is referenced to NAD 83.
 CP2559
 CP2559.The geoid height was determined by GEOID03.
 CP2559
 CP2559;                    North         East     Units Scale Factor Converg.
 CP2559;SPC MS W     -   373,959.204   693,086.130   MT  0.99995059   -0 02 24.4
 CP2559;SPC MS W     - 1,226,897.82  2,273,900.08   sFT  0.99995059   -0 02 24.4
 CP2559;UTM  15      - 3,640,189.777   742,587.953   MT  1.00032568   +1 24 28.8
 CP2559
 CP2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2559!SPC MS W     -   0.99999937  x   0.99995059  =   0.99994996
 CP2559!UTM  15      -   0.99999937  x   1.00032568  =   1.00032505
 CP2559
 CP2559|---------------------------------------------------------------------|
 CP2559| PID    Reference Object                     Distance      Geod. Az  |
 CP2559|                                                           dddmmss.s |
 CP2559| CY3212 49 8 RM 1                            29.538 METERS 04615     |
 CP2559| CP2566 YAZOO CITY RAD STA WAZF MAST        APPROX. 1.7 KM 1144406.5 |
 CP2559| CP2557 YAZOO CITY TEX E TRANSM CO MST      APPROX. 5.4 KM 1344034.2 |
 CP2559| CP2567 YAZOO CITY ST HWY DEPT RAD MST      APPROX. 4.1 KM 1610047.3 |
 CP2559| CP2560 AIRPORT BCN YAZOO CITY MUN APT       18.985 METERS 18511     |
 CP2559| CY3213 49 8 RM 2                            16.670 METERS 19324     |
 CP2559| CP3287 BARRIER CL END RWY 35                              21711     |
 CP2559| CP3286 BARRIER CL END RWY 17               APPROX. 0.7 KM 3363504.2 |
 CP2559| CP3294 49 8 AZ MK                          401.014 METERS 3502338.3 |
 CP2559|---------------------------------------------------------------------|
 CP2559
 CP2559                          SUPERSEDED SURVEY CONTROL
 CP2559
 CP2559  ELLIP H (04/15/02)    3.930  (m)                       GP(       ) 4 2
 CP2559  ELLIP H (02/15/02)    3.934  (m)                       GP(       ) 4 1
 CP2559  NAD 83(1993)-  32 52 22.84658(N)    090 24 25.96826(W) AD(       ) B
 CP2559  ELLIP H (01/12/94)    4.108  (m)                       GP(       ) 4 1
 CP2559  NAD 83(1986)-  32 52 22.86112(N)    090 24 25.96212(W) AD(       ) 2
 CP2559  NAD 27      -  32 52 22.38100(N)    090 24 25.63020(W) AD(       ) 2
 CP2559  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG    3  
 CP2559
 CP2559.Superseded values are not recommended for survey control.
 CP2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2559.See file dsdata.txt to determine how the superseded data were derived.
 CP2559
 CP2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4258840190(NAD 83)
 CP2559_MARKER: DD = SURVEY DISK
 CP2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2559_SP_SET: SQUARE CONCRETE MONUMENT
 CP2559_STAMPING: STA 49-8 1960
 CP2559_MARK LOGO: MSHD  
 CP2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2559+STABILITY: SURFACE MOTION
 CP2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2559+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 CP2559
 CP2559  HISTORY     - Date     Condition        Report By
 CP2559  HISTORY     - 1960     MONUMENTED       MSHD
 CP2559  HISTORY     - 1960     GOOD             MSHD
 CP2559  HISTORY     - 1960     GOOD             MSHD
 CP2559  HISTORY     - 1967     GOOD             MSHD
 CP2559  HISTORY     - 1975     GOOD             MSSU
 CP2559  HISTORY     - 1976     GOOD             MSSU
 CP2559  HISTORY     - 1977     GOOD             NGS
 CP2559  HISTORY     - 19880112 GOOD
 CP2559  HISTORY     - 19921021 GOOD             MSHD
 CP2559  HISTORY     - 19930503 GOOD
 CP2559  HISTORY     - 20000202 GOOD             MSHD
 CP2559  HISTORY     - 20040915 GOOD             NGS
 CP2559  HISTORY     - 20050805 GOOD             GEOCAC
 CP2559
 CP2559                          STATION DESCRIPTION
 CP2559
 CP2559'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2559'STATION IS LOCATED AT THE YAZOO CITY MUNICIPAL AIRPORT, NEAR
 CP2559'THE AIRPORT BEACON.
 CP2559'
 CP2559'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 CP2559'OF AN 11-INCH SQUARE CONCRETE POST.
 CP2559'
 CP2559'STATION MARKS ARE STAMPED STA 49-8 1960, AND THE SURFACE
 CP2559'MARK IS FLUSH WITH THE GROUND SURFACE.  IT IS 99.8 FEET
 CP2559'SOUTHWEST OF A POWERLINE POLE, 92 FEET SOUTH OF THE SOUTH
 CP2559'EDGE OF A BLACK TOP ROAD, 81.8 FEET NORTHEAST OF A TRANSFORMER
 CP2559'AND 55.6 FEET NORTH OF THE NORTHEAST LEG OF THE BEACON TOWER.
 CP2559'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2559'30 INCHES BELOW THE GROUND SURFACE.
 CP2559'
 CP2559'REFERENCE MARK NO. 1, STAMPED 49-8 R.M.-1 1960, PROJECTS
 CP2559'2 INCHES.  IT IS 2.8 FEET SOUTHWEST OF A POWERLINE POLE.
 CP2559'
 CP2559'REFERENCE MARK NO. 2, STAMPED 49-8 R.M.-2 1960, PROJECTS 2
 CP2559'INCHES.  IT IS 2 FEET NORTH OF THE NORTHWEST LEG OF THE
 CP2559'BEACON TOWER.
 CP2559'
 CP2559'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION ON THE NORTH
 CP2559'SIDE OF NORTHEAST-SOUTHWEST GRASS RUNWAY, NEAR A RUNWAY
 CP2559'MARKER.  THE MARK IS STAMPED 49-8 AZ 1960 AND PROJECTS 3
 CP2559'INCHES.  IT IS 6 FEET SOUTHWEST OF THE SOUTH END OF A RUNWAY
 CP2559'MARKER, 3 FEET NORTHWEST OF THE NORTH END OF A RUNWAY MARKER
 CP2559'AND 1.5 FEET NORTHWEST OF A RUNWAY LIGHT.
 CP2559'
 CP2559'HEIGHT OF LIGHT ABOVE STATION 4.60 FT.
 CP2559
 CP2559                          STATION RECOVERY (1960)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AJL)
 CP2559'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 CP2559'NORTHWEST OF YAZOO CITY, AT THE YAZOO CITY-BARRIER FIELD AIRPORT,
 CP2559'JUST NORTH OF THE AIRPORT BEACON TOWER.
 CP2559'OWNERSHIP--YAZOO COUNTY, C/O AIRPORT MANAGER FERRIS SANDERS, P.O.
 CP2559'BOX 172, YAZOO CITY, MS 39194.  PHONE (601) 746-4212.
 CP2559'
 CP2559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49E AND 49W
 CP2559'AT THE EAST EDGE OF YAZOO CITY, GO NORTH FOR
 CP2559'2.7 KM (1.7 MI) ON HIGHWAY 49E TO THE JUNCTION OF EAST FIFTEENTH
 CP2559'STREET ON THE LEFT.
 CP2559'TURN LEFT AND GO NORTHWEST FOR 1.0 KM (0.6 MI) ON EAST FIFTEENTH
 CP2559'STREET TO THE JUNCTION OF GORDON STREET ON THE RIGHT.
 CP2559'TURN RIGHT AND GO NORTH FOR 0.7 KM (0.45 MI) ON GORDON STREET TO
 CP2559'THE JUNCTION OF AIRPORT ROAD ON THE LEFT.
 CP2559'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD TO THE
 CP2559'AIRPORT BEACON AND THE STATION ON THE LEFT.
 CP2559'
 CP2559'THE STATION IS A STANDARD MSHD DISK
 CP2559'STAMPED---STA 49-8 1960---,
 CP2559'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CP2559'28 CM ON A SIDE FLUSH WITH GROUND.  LOCATED
 CP2559'50.0 METERS (164.0 FT) SOUTHEAST FROM A CYCLONE FENCE,
 CP2559'29.6 METERS (97.0 FT) SOUTHWEST FROM A JUNCTION POWER POLE,
 CP2559'16.9 METERS (55.6 FT) NORTH FROM THE NORTHEAST LEG OF THE BEACON
 CP2559'TOWER,
 CP2559'13.6 METERS (44.5 FT) SOUTHWEST FROM THE CENTER OF A SEWER MANHOLE,
 CP2559'AND
 CP2559'8.1 METERS (26.5 FT) SOUTH FROM A CYCLONE FENCE.
 CP2559'THE UNDERGROUND MARK IS A STANDARD MSHD DISK
 CP2559'STAMPED---STA 49-8 1960---,
 CP2559'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CP2559'
 CP2559'DESCRIBED BY D.D. REXRODE, TYPED BY C.L. SMITH.
 CP2559
 CP2559                          STATION RECOVERY (1960)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP2559'RECOVERED IN GOOD CONDITION.
 CP2559
 CP2559                          STATION RECOVERY (1967)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2559'THE STATION WAS VISITED JANUARY 23, 1967 AND ALL MARKS WERE FOUND IN
 CP2559'GOOD CONDITION.
 CP2559'
 CP2559'THE STATION IS LOCATED JUST NORTH OF THE BEACON LIGHT AT YAZOO
 CP2559'MUNICIPAL AIRPORT.
 CP2559'
 CP2559'TO REACH FROM THE U.S. POST OFFICE IN YAZOO CITY, GO NORTHWEST ON
 CP2559'MAIN STREET FOR 0.1 MILE TO THE INTERSECTION OF LINTONA STREET, TURN
 CP2559'RIGHT, SOUTHEAST, AND CONTINUE ON LINTONA STREET FOR 0.25 MILE TO THE
 CP2559'INTERSECTION OF GRAND AVENUE, TURN LEFT, NORTHWEST, AND
 CP2559'CONTINUE ON GRAND AVENUE FOR 1.1 MILES TO THE INTERSECTION OF
 CP2559'FIFTEENTH STREET, TURN LEFT, WEST, AND CONTINUE ON FIFTEENTH
 CP2559'STREET FOR 0.2 MILE TO GORDON AVENUE ON THE RIGHT.  TURN RIGHT,
 CP2559'NORTH, AND CONTINUE ON GORDON AVENUE FOR 0.45 MILE TO THE
 CP2559'AIRPORT ROAD ON THE LEFT, TURN LEFT, WEST, AND CONTINUE ON THE
 CP2559'AIRPORT ROAD FOR 0.3 MILE TO THE BEACON LIGHT AND THE STATION
 CP2559'ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON GORDON AVENUE FOR
 CP2559'0.45 MILE TO A T INTERSECTION.  TURN LEFT, WEST, AND CONTINUE ON AL
 CP2559'ALL WEATHER ROAD FOR 0.1 MILE TO A TRACK ROAD PARALLING THE NORTHWEST
 CP2559'SIDE OF A DIRT RUNWAY ON THE LEFT, TURN LEFT, SOUTHWEST, AND
 CP2559'CONTINUE ON THE TRACK ROAD FOR APPROXIMATELY 0.3 MILE TO THE FIFTH
 CP2559'RUNWAY LIGHT, SOUTHWEST OF THE NORTHEAST END OF THE RUNWAY AND
 CP2559'THE AZIMUTH ON THE LEFT AS DESCRIBED.
 CP2559'
 CP2559'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF FOUR 11 INCH
 CP2559'SQUARE POSTS.  STATION DISK IS STAMPED STA 49-8 (1960).  IT IS 164
 CP2559'FEET SOUTHEAST OF A CYCLONE FENCE, 97 FEET SOUTHWEST OF A POWER
 CP2559'POLE WITH WIRES GOING IN SEVERAL DIRECTIONS, 55.6 FEET NORTH OF THE
 CP2559'NORTHEAST LEG OF THE BEACON TOWER, 44.5 FEET SOUTHWEST OF THE
 CP2559'CENTER OF A SEWER MANHOLE AND 26.5 FEET SOUTH OF A CYCLONE FENCE.
 CP2559'
 CP2559'R.M. 1 IS 115.8 FEET SOUTHEAST OF A STREET LAMP IN THE CENTER OF A
 CP2559'WIDE BLACK TOPPED AREA, 42 FEET NORTHWEST OF A POWER POLE WITH WIRES
 CP2559'BRANCHING OFF IN SEVERAL DIRECTIONS, 40 FEET NORTH OF A CYCLONE
 CP2559'FENCE, 25 FEET SOUTH OF THE CENTER OF THE AIRPORT ROAD AND 10.4 FEET
 CP2559'SOUTHWEST OF THE WEST EDGE OF THE SOUTH HEADWALL OF A 24 INCH
 CP2559'ROUND CONCRETE CULVERT, IS STAMPED 49-8 RM-1 (1960).
 CP2559'
 CP2559'R.M. 2 IS 79 FEET SOUTH OF A CYCLONE FENCE, 2 FEET NORTH OF THE
 CP2559'NORTHWEST LEG OF THE BEACON TOWER AND 1 FOOT EAST OF A METAL WITNESS
 CP2559'POST, IS STAMPED 49-8 RM-2 (1960).
 CP2559'
 CP2559'AZ. MK. IS 17 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 6 FEET
 CP2559'SOUTHWEST OF THE SOUTH END OF A RUNWAY MARKER, 3 FEET NORTHWEST OF
 CP2559'THE NORTH END OF A RUNWAY MARKER AND 1.5 FEET NORTHWEST OF A RUNWAY
 CP2559'LIGHT, IS STAMPED 49-8 AZ (1960).
 CP2559
 CP2559                          STATION RECOVERY (1975)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1975 (JTR)
 CP2559'STA 49-8 1960 RECOVERED IN GOOD CONDITION.
 CP2559'
 CP2559'RM-2 49-8 1960 RECOVERED IN GOOD CONDITION.
 CP2559'
 CP2559'AZ 49-8 1960 RECOVERED IN GOOD CONDITION.
 CP2559'
 CP2559'RM 1 NOT FOUND - BELIEVED DESTROYED.
 CP2559'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT YAZOO CITY.
 CP2559
 CP2559                          STATION RECOVERY (1976)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1976 (LE)
 CP2559'STA 49-8 1960 RECOVERED IN GOOD CONDITION.
 CP2559'
 CP2559'RM 1 NOT FOUND - DITCH DUG NEAR LOCATION.
 CP2559'
 CP2559'49-8 RM-2 1960 RECOVERED IN GOOD CONDITION.
 CP2559'
 CP2559'49-8 AZ 1960 RECOVERED IN GOOD CONDITION.
 CP2559'
 CP2559'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT YAZOO CITY.
 CP2559
 CP2559                          STATION RECOVERY (1977)
 CP2559
 CP2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP2559'STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 CP2559'CONDITION.  THE PREVIOUS DESCRIPTION BY M.H.D. IN 1967 IS ADEQUATE
 CP2559'AND COMPLETE FOR RECOVERY AT THIS DATE.
 CP2559
 CP2559                          STATION RECOVERY (1988)
 CP2559
 CP2559'RECOVERED 1988
 CP2559'RECOVERED IN GOOD CONDITION.
 CP2559
 CP2559                          STATION RECOVERY (1992)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CP2559'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH NORTHEAST OF YAZOO
 CP2559'CITY, ON THE SOUTH SIDE OF A CHAIN LINK FENCE ALONG THE SOUTH SIDE OF
 CP2559'THE PARKING AREA AT THE ABANDONED MUNICIPAL AIRPORT. PERMISSION IS
 CP2559'NOT NEEDED TO OCCUPY THE STATION AT THIS TIME.
 CP2559'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49E AND 49W AT THE EAST
 CP2559'EDGE OF YAZOO CITY, GO NORTH ON U.S. HIGHWAY 49E FOR 1.7 MI (2.7 KM)
 CP2559'TO THE JUNCTION OF EAST FIFTEENTH STREET, TURN LEFT AND GO NORTHWEST
 CP2559'ON EAST FIFTEENTH STREET FOR 0.6 MI (1.0 KM) TO A SIDE ROAD RIGHT,
 CP2559'TURN RIGHT AND GO NORTH ON GORDAN STREET FOR 0.45 MI (0.72 KM) TO A
 CP2559'SIDE ROAD LEFT, TURN LEFT AND GO WEST ON AIRPORT ROAD FOR 0.25 MI
 CP2559'(0.40 KM) TO THE STATION ON THE LEFT.
 CP2559'MARK IS A STANDARD MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CP2559'FLUSH WITH THE GROUND, 94 FT (28.7 M) SOUTH OF THE EDGE OF THE SOUTH
 CP2559'SIDE OF THE ENTRANCE TO THE ABANDONED AIRPORT, 77.5 FT (23.6 M) NORTH
 CP2559'OF THE NORTHEAST CORNER OF A SMALL METAL BUILDING, 97 FT (29.6 M)
 CP2559'SOUTHWEST OF A POWER POLE WITH WIRES LEADING IN SEVERAL DIRECTIONS,
 CP2559'44.5 FT (13.6 M) SOUTHWEST OF THE CENTER OF A SEWER MAN HOLE, 26.5 FT
 CP2559'(8.1 M) SOUTH OF A CHAIN LINK FENCE AND 1 FT (0.3 M) SOUTH OF A
 CP2559'CARSONITE WITNESS POST.
 CP2559
 CP2559                          STATION RECOVERY (1993)
 CP2559
 CP2559'RECOVERED 1993
 CP2559'RECOVERED IN GOOD CONDITION.
 CP2559
 CP2559                          STATION RECOVERY (2000)
 CP2559
 CP2559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP2559'RECOVERED AS DESCRIBED.
 CP2559
 CP2559                          STATION RECOVERY (2004)
 CP2559
 CP2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JCB)
 CP2559'RECOVERED AS DESCRIBED
 CP2559
 CP2559                          STATION RECOVERY (2005)
 CP2559
 CP2559'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP2559'THE YAZOO AIRPORT IS CLOSED AND THE DESCRIBED AIRPORT BEACON IS NO
 CP2559'LONGER STANDING.  THE ROAD PREVIOUSLY DESCRIBED AS AIRPORT ROAD IS NOW
 CP2559'NAMED HUGH J. MCGRAW DRIVE.  THE PREVIOUSLY DESCRIBED WIDE BLACK
 CP2559'TOPPED AREA AND STREET LAMP SURVIVE.  THE STATION IS LOCATED IN AN
 CP2559'AREA THAT IS THICKLY OVERGROWN.  FOUND REFERENCE MARK NO. 1 AT
 CP2559'HANDHELD COORDINATES N32-52-23.58 W090-24-25.32.  DID NOT SEARCH FOR
 CP2559'REFERENCE MARK NO. 2 OR THE AZIMUTH MARK,
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3294 ***********************************************************************
 CP3294  DESIGNATION -  49 8 AZ MK
 CP3294  PID         -  CP3294
 CP3294  STATE/COUNTY-  MS/YAZOO
 CP3294  USGS QUAD   -  CARTER (1988)
 CP3294
 CP3294                         *CURRENT SURVEY CONTROL
 CP3294  ___________________________________________________________________
 CP3294* NAD 83(1993)-  32 52 35.68476(N)    090 24 28.53972(W)     ADJUSTED  
 CP3294* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 CP3294  ___________________________________________________________________
 CP3294  X           -     -38,174.849 (meters)                     COMP
 CP3294  Y           -  -5,361,785.364 (meters)                     COMP
 CP3294  Z           -   3,442,473.617 (meters)                     COMP
 CP3294  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CP3294  ELLIP HEIGHT-           4.689 (meters)          (05/13/94) ADJUSTED
 CP3294  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP3294  HORZ ORDER  -  THIRD
 CP3294  ELLP ORDER  -  FOURTH    CLASS I
 CP3294
 CP3294.The horizontal coordinates were established by GPS observations
 CP3294.and adjusted by the National Geodetic Survey in May 1994.
 CP3294
 CP3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3294
 CP3294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3294
 CP3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3294
 CP3294.The ellipsoidal height was determined by GPS observations
 CP3294.and is referenced to NAD 83.
 CP3294
 CP3294.The geoid height was determined by GEOID03.
 CP3294
 CP3294;                    North         East     Units Scale Factor Converg.
 CP3294;SPC MS W     -   374,354.723   693,019.575   MT  0.99995060   -0 02 25.8
 CP3294;SPC MS W     - 1,228,195.45  2,273,681.72   sFT  0.99995060   -0 02 25.8
 CP3294;UTM  15      - 3,640,583.635   742,511.396   MT  1.00032523   +1 24 27.9
 CP3294
 CP3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3294!SPC MS W     -   0.99999926  x   0.99995060  =   0.99994986
 CP3294!UTM  15      -   0.99999926  x   1.00032523  =   1.00032449
 CP3294
 CP3294:                Primary Azimuth Mark                     Grid Az
 CP3294:SPC MS W     -  49 8                                     170 26 02.7
 CP3294:UTM  15      -  49 8                                     168 59 09.0
 CP3294
 CP3294|---------------------------------------------------------------------|
 CP3294| PID    Reference Object                     Distance      Geod. Az  |
 CP3294|                                                           dddmmss.s |
 CP3294| CP2559 49 8                                401.014 METERS 1702336.9 |
 CP3294|---------------------------------------------------------------------|
 CP3294
 CP3294                          SUPERSEDED SURVEY CONTROL
 CP3294
 CP3294  NAD 83(1986)-  32 52 35.69590(N)    090 24 28.53636(W) AD(       ) 3
 CP3294  NAD 27      -  32 52 35.22214(N)    090 24 28.20476(W) AD(       ) 3
 CP3294  NGVD 29 (09/20/88)   31.6    (m)          104.     (f) GPS OBS     3  
 CP3294
 CP3294.Superseded values are not recommended for survey control.
 CP3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3294.See file dsdata.txt to determine how the superseded data were derived.
 CP3294
 CP3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4251140584(NAD 83)
 CP3294_MARKER: DZ = AZIMUTH MARK DISK
 CP3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP3294_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3294+STABILITY: SURFACE MOTION
 CP3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3294+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1988
 CP3294
 CP3294  HISTORY     - Date     Condition        Report By
 CP3294  HISTORY     - 1960     MONUMENTED       MSHD
 CP3294  HISTORY     - 19880114 GOOD
 CP3294
 CP3294                          STATION DESCRIPTION
 CP3294
 CP3294'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AJL)
 CP3294'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 CP3294'NORTHWEST OF YAZOO CITY, AT THE YAZOO CITY-BARRIER FIELD AIRPORT,
 CP3294'0.4 KM (0.25 MI) NORTH-NORTHWEST OF THE AIRPORT BEACON, ON THE
 CP3294'NORTH EDGE OF AN ABANDONED SOD RUNWAY.
 CP3294'OWNERSHIP--YAZOO COUNTY, C/O AIRPORT MANAGER FERRIS SANDERS, P.O.
 CP3294'BOX 172, YAZOO CITY, MS 39194.  PHONE (601) 746-4212.
 CP3294'
 CP3294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49E AND 49W
 CP3294'AT THE EAST EDGE OF YAZOO CITY, GO NORTH FOR
 CP3294'2.7 KM (1.7 MI) ON HIGHWAY 49E TO THE JUNCTION OF EAST FIFTEENTH
 CP3294'STREET ON THE LEFT.
 CP3294'TURN LEFT AND GO NORTHWEST FOR 1.0 KM (0.6 MI) ON EAST FIFTEENTH
 CP3294'STREET TO THE JUNCTION OF GORDON STREET ON THE RIGHT.
 CP3294'TURN RIGHT AND GO NORTH FOR 0.7 KM (0.45 MI) ON GORDON STREET TO
 CP3294'THE JUNCTION OF AIRPORT ROAD ON THE LEFT.
 CP3294'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD TO THE
 CP3294'GATE AT THE AIRPORT ENTRANCE AND THE AIRPORT BEACON ON THE LEFT.
 CP3294'PASS THROUGH THE GATE AND TURN RIGHT AND GO NORTH-NORTHWEST FOR
 CP3294'0.4 KM (0.25 MI) ON THE PAVED AIRPLANE PARKING PAD AND ACROSS THE
 CP3294'ABANDONED GRASS RUNWAY TO THE NORTH EDGE OF THE ABANDONED RUNWAY
 CP3294'AND THE STATION.
 CP3294'
 CP3294'THE STATION IS A STANDARD MSHD DISK
 CP3294'STAMPED---49-8 AZ 1960---,
 CP3294'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CP3294'28 CM ON SIDE PROJECTING 7 CM ABOVE GROUND.  LOCATED
 CP3294'16.2 METERS (53.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A
 CP3294'CULTIVATED FIELD,
 CP3294'5.8 METERS (19.0 FT) SOUTHWEST FROM AN 8 CM IN DIAMETER PECAN TREE,
 CP3294'0.5 METERS (1.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, AND
 CP3294'0.5 METERS (1.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 CP3294'
 CP3294'DESCRIBED BY D.D. REXRODE, TYPED BY C.L. SMITH.
 CP3294
 CP3294                          STATION RECOVERY (1988)
 CP3294
 CP3294'RECOVERED 1988
 CP3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0160 ***********************************************************************
 CP0160  DESIGNATION -  49 9
 CP0160  PID         -  CP0160
 CP0160  STATE/COUNTY-  MS/YAZOO
 CP0160  USGS QUAD   -  EDEN (1988)
 CP0160
 CP0160                         *CURRENT SURVEY CONTROL
 CP0160  ___________________________________________________________________
 CP0160* NAD 83(1993)-  32 57 54.91861(N)    090 20 08.51161(W)     ADJUSTED  
 CP0160* NAVD 88     -        40.502  (meters)     132.88   (feet)  ADJUSTED  
 CP0160  ___________________________________________________________________
 CP0160  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CP0160  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP0160  DYNAMIC HT  -          40.458 (meters)     132.74  (feet)  COMP
 CP0160  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CP0160
 CP0160  HORZ ORDER  -  SECOND
 CP0160  VERT ORDER  -  SECOND    CLASS 0
 CP0160
 CP0160.The horizontal coordinates were established by classical geodetic methods
 CP0160.and adjusted by the National Geodetic Survey in May 1994.
 CP0160
 CP0160.The orthometric height was determined by differential leveling
 CP0160.and adjusted in June 1991.
 CP0160
 CP0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0160
 CP0160.The geoid height was determined by GEOID03.
 CP0160
 CP0160.The dynamic height is computed by dividing the NAVD 88
 CP0160.geopotential number by the normal gravity value computed on the
 CP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0160.degrees latitude (g = 980.6199 gals.).
 CP0160
 CP0160.The modeled gravity was interpolated from observed gravity values.
 CP0160
 CP0160;                    North         East     Units Scale Factor Converg.
 CP0160;SPC MS W     -   384,186.213   699,778.970   MT  0.99995000   -0 00 04.6
 CP0160;SPC MS W     - 1,260,450.93  2,295,858.17   sFT  0.99995000   -0 00 04.6
 CP0160;UTM  15      - 3,650,586.968   749,022.413   MT  1.00036468   +1 27 01.7
 CP0160
 CP0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0160!SPC MS W     -   0.99999786  x   0.99995000  =   0.99994786
 CP0160!UTM  15      -   0.99999786  x   1.00036468  =   1.00036254
 CP0160
 CP0160|---------------------------------------------------------------------|
 CP0160| PID    Reference Object                     Distance      Geod. Az  |
 CP0160|                                                           dddmmss.s |
 CP0160| CP0161 49 9 RM 1                            17.611 METERS 04721     |
 CP0160| CP0162 49 9 RM 2                            39.097 METERS 24741     |
 CP0160| CP0159 49 9 AZ MK                                         2604210.6 |
 CP0160|---------------------------------------------------------------------|
 CP0160
 CP0160                          SUPERSEDED SURVEY CONTROL
 CP0160
 CP0160  NAD 83(1986)-  32 57 54.93104(N)    090 20 08.50706(W) AD(       ) 2
 CP0160  NAD 27      -  32 57 54.46100(N)    090 20 08.18090(W) AD(       ) 2
 CP0160  NGVD 29 (??/??/92)   40.552  (m)          133.04   (f) ADJ UNCH    2 0
 CP0160
 CP0160.Superseded values are not recommended for survey control.
 CP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0160.See file dsdata.txt to determine how the superseded data were derived.
 CP0160
 CP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4902250587(NAD 83)
 CP0160_MARKER: DD = SURVEY DISK
 CP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0160_STAMPING: STA 49-9 (1960)
 CP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0160+STABILITY: SURFACE MOTION
 CP0160
 CP0160  HISTORY     - Date     Condition        Report By
 CP0160  HISTORY     - 1960     MONUMENTED       MSHD
 CP0160  HISTORY     - 1966     GOOD             MSHD
 CP0160
 CP0160                          STATION DESCRIPTION
 CP0160
 CP0160'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP0160'STATION IS 1.95 MILES SOUTH-SOUTHWEST OF EDEN, IN THE NORTHEAST
 CP0160'CORNER OF SECTION 19, T 13 N, R 1 W, ON THE PROPERTY OF
 CP0160'MRS. HAZEL BROADWAY OF YAZOO CITY.
 CP0160'
 CP0160'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN EDEN,
 CP0160'GO SOUTH ON A BLACK TOP ROAD FOR 1.0 MILE TO THE JUNCTION
 CP0160'OF U.S. HIGHWAY 49 E, TURN RIGHT, SOUTHWEST, ON HIGHWAY
 CP0160'49 E FOR 0.7 MILE TO A LARGE DRAINAGE DITCH AND THE MARK
 CP0160'ON THE LEFT.  THE AZIMUTH IS REACHED FROM THIS POINT BY
 CP0160'CONTINUING SOUTHWEST FOR 0.2 MILE TO A SMALL DRAINAGE DITCH
 CP0160'AND FIELD ROAD RIGHT, TURN RIGHT, WEST ON FIELD ROAD FOR
 CP0160'0.15 MILE TO A RAILROAD TRESTLE AND THE MARK AS DESCRIBED.
 CP0160'
 CP0160'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 CP0160'OF 11-INCH SQUARE CONCRETE POSTS.
 CP0160'
 CP0160'THE STATION MARKS ARE STAMPED STA 49-9 1960 AND THE SURFACE
 CP0160'MARK PROJECTS 1 INCH.  THE UNDERGROUND MARK IS SET IN AN
 CP0160'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CP0160'THE STATION IS 147.2 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP0160'OF A FRAME HOUSE, 130 FEET WEST-SOUTHWEST OF A
 CP0160'NORTHWEST-SOUTHEAST FENCE, 91.7 FEET SOUTHEAST OF THE CENTER LINE
 CP0160'OF HIGHWAY 49, 17.5 FEET SOUTHEAST OF A
 CP0160'NORTHEAST-SOUTHWEST FENCE, AND 3.0 FEET EAST-NORTHEAST OF
 CP0160'A METAL WITNESS POST.
 CP0160'
 CP0160'REFERENCE MARK NO. 1, STAMPED 49-9 R.M.-1 1960, PROJECTS
 CP0160'2 INCHES.  IT IS 75.3 FEET SOUTHEAST OF THE CENTER LINE OF
 CP0160'HIGHWAY 49, 60 FEET SOUTHWEST OF A UTILITY POLE, AND 5 FEET
 CP0160'SOUTHWEST OF THE BANK OF DRAINAGE DITCH.
 CP0160'
 CP0160'REFERENCE MARK NO. 2, STAMPED 49-9 R.M.-2 1960, PROJECTS
 CP0160'1 INCH.  IT IS 82 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 CP0160'49, 27 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 4.9
 CP0160'FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET EAST OF A
 CP0160'NORTHWEST-SOUTHEAST FENCE.
 CP0160'
 CP0160'AZIMUTH MARK, STAMPED 49-9 AZ 1960, IS FLUSH WITH THE GROUND
 CP0160'SURFACE.  IT IS 29.5 FEET EAST OF THE NORTHEAST CORNER OF
 CP0160'RAILROAD TRESTLE, 22 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 CP0160'RAIL OF RAILROAD TRACK, AND 3.5 FEET SOUTHEAST OF A METAL
 CP0160'WITNESS POST.
 CP0160'
 CP0160'HEIGHT OF LIGHT ABOVE STATION 5.20 FT.
 CP0160
 CP0160                          STATION RECOVERY (1966)
 CP0160
 CP0160'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0160'11.3 MI NE FROM YAZOO CITY.
 CP0160'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0160'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0160'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0160'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 CP0160'HIGHWAY 49 EAST FOR 5.85 MILES TO A CROSSROADS, CONTINUE NORTHEAST ON
 CP0160'HIGHWAY 49 EAST FOR 0.65 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CP0160'IT IS 147 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED
 CP0160'HOUSE, 81.7 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 49 EAST, 20.5 FEET
 CP0160'SOUTHEAST OF A FENCE, AND 3 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0159 ***********************************************************************
 CP0159  DESIGNATION -  49 9 AZ MK
 CP0159  PID         -  CP0159
 CP0159  STATE/COUNTY-  MS/YAZOO
 CP0159  USGS QUAD   -  EDEN (1988)
 CP0159
 CP0159                         *CURRENT SURVEY CONTROL
 CP0159  ___________________________________________________________________
 CP0159* NAD 83(1986)-  32 57 55.     (N)    090 20 28.     (W)     SCALED    
 CP0159* NAVD 88     -        32.723  (meters)     107.36   (feet)  ADJUSTED  
 CP0159  ___________________________________________________________________
 CP0159  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CP0159  DYNAMIC HT  -          32.687 (meters)     107.24  (feet)  COMP
 CP0159  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CP0159
 CP0159  VERT ORDER  -  SECOND    CLASS 0
 CP0159
 CP0159.The horizontal coordinates were scaled from a topographic map and have
 CP0159.an estimated accuracy of +/- 6 seconds.
 CP0159
 CP0159.The orthometric height was determined by differential leveling
 CP0159.and adjusted in June 1991.
 CP0159
 CP0159.The geoid height was determined by GEOID03.
 CP0159
 CP0159.The dynamic height is computed by dividing the NAVD 88
 CP0159.geopotential number by the normal gravity value computed on the
 CP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0159.degrees latitude (g = 980.6199 gals.).
 CP0159
 CP0159.The modeled gravity was interpolated from observed gravity values.
 CP0159
 CP0159;                    North         East    Units  Estimated Accuracy
 CP0159;SPC MS W     -   384,190.      699,270.      MT  (+/- 180 meters Scaled)
 CP0159
 CP0159                          SUPERSEDED SURVEY CONTROL
 CP0159
 CP0159  NGVD 29 (??/??/92)   32.77   (m)          107.5    (f) COMPUTED    2 0
 CP0159
 CP0159.Superseded values are not recommended for survey control.
 CP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0159.See file dsdata.txt to determine how the superseded data were derived.
 CP0159
 CP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS485505(NAD 83)
 CP0159_MARKER: DD = SURVEY DISK
 CP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0159_STAMPING: 49-9 AZ 1960
 CP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0159+STABILITY: SURFACE MOTION
 CP0159
 CP0159  HISTORY     - Date     Condition        Report By
 CP0159  HISTORY     - 1960     MONUMENTED       MSHD
 CP0159  HISTORY     - 1966     GOOD             MSHD
 CP0159  HISTORY     - 19860124 MARK NOT FOUND   USPSQD
 CP0159
 CP0159                          STATION DESCRIPTION
 CP0159
 CP0159'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0159'2.0 MI S FROM EDEN.
 CP0159'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN EDEN GO SOUTH ON
 CP0159'A BLACKTOP ROAD FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 49 EAST,
 CP0159'TURN RIGHT (SOUTHWEST) ON HIGHWAY 49 EAST FOR 0.7 MILE TO A LARGE
 CP0159'DRAINAGE DITCH, CONTINUE SOUTHWEST ON HIGHWAY 49 EAST FOR 0.2 MILE TO
 CP0159'A SMALL DRAINAGE DITCH AND A FIELD ROAD RIGHT, TURN RIGHT (WEST) ON
 CP0159'FIELD ROAD FOR 0.15 MILE TO A RAILROAD TRESTLE AND THE MARK AS
 CP0159'DESCRIBED.  THE AZIMUTH MARK IS 0.35 MILE WEST OF STATION NEAR
 CP0159'NORTHEAST CORNER OF THE RAILROAD TRESTLE, 22.8 FEET SOUTHEAST OF THE
 CP0159'SOUTHEAST RAIL OF RAILROAD TRACK, 30 FEET EAST-NORTHEAST OF NORTHEAST
 CP0159'CORNER OF RAILROAD TRESTLE, 59 FEET SOUTHEAST OF TELEGRAPH POLE NUMBER
 CP0159'4005, 80 FEET NORTH-NORTHEAST OF A TELEGRAPH POLE, 103 FEET
 CP0159'SOUTH-SOUTHWEST OF A TELEGRAPH POLE, 3 FEET SOUTHEAST OF RIGHT OF WAY
 CP0159'OF POLES, 1 FOOT NORTHWEST OF METAL WITNESS POST. IT IS A STANDARD
 CP0159'AZIMUTH MARK DISK STAMPED 49-9 1960, FLUSH WITH THE GROUND.
 CP0159
 CP0159                          STATION RECOVERY (1986)
 CP0159
 CP0159'RECOVERY NOTE BY US POWER SQUADRON 1986 (JMD)
 CP0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7815 ***********************************************************************
 AJ7815  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7815  DESIGNATION -  49 GPS
 AJ7815  PID         -  AJ7815
 AJ7815  STATE/COUNTY-  MS/TALLAHATCHIE
 AJ7815  USGS QUAD   -  TUTWILER (1967)
 AJ7815
 AJ7815                         *CURRENT SURVEY CONTROL
 AJ7815  ___________________________________________________________________
 AJ7815* NAD 83(2007)-  34 00 28.72371(N)    090 25 32.45603(W)     ADJUSTED  
 AJ7815* NAVD 88     -        45.2    (meters)     148.     (feet)  GPS OBS   
 AJ7815  ___________________________________________________________________
 AJ7815  EPOCH DATE  -        2002.00
 AJ7815  X           -     -39,322.640 (meters)                     COMP
 AJ7815  Y           -  -5,292,633.037 (meters)                     COMP
 AJ7815  Z           -   3,547,190.865 (meters)                     COMP
 AJ7815  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AJ7815  ELLIP HEIGHT-          18.976 (meters)          (02/10/07) ADJUSTED
 AJ7815  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AJ7815
 AJ7815  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7815  Type    PID    Designation                      North   East  Ellip
 AJ7815  -------------------------------------------------------------------
 AJ7815  NETWORK AJ7815 49 GPS                            0.78   0.82   3.31
 AJ7815  -------------------------------------------------------------------
 AJ7815
 AJ7815.The horizontal coordinates were established by GPS observations
 AJ7815.and adjusted by the National Geodetic Survey in February 2007.
 AJ7815
 AJ7815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7815.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7815.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7815.The epoch date for horizontal control is a decimal equivalence
 AJ7815.of Year/Month/Day.
 AJ7815
 AJ7815.The orthometric height was determined by GPS observations and a
 AJ7815.high-resolution geoid model.
 AJ7815
 AJ7815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7815
 AJ7815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7815
 AJ7815.The ellipsoidal height was determined by GPS observations
 AJ7815.and is referenced to NAD 83.
 AJ7815
 AJ7815.The geoid height was determined by GEOID03.
 AJ7815
 AJ7815;                    North         East     Units Scale Factor Converg.
 AJ7815;SPC MS W     -   499,836.047   691,469.590   MT  0.99995090   -0 03 05.9
 AJ7815;SPC MS W     - 1,639,878.76  2,268,596.48   sFT  0.99995090   -0 03 05.9
 AJ7815;UTM  15      - 3,766,029.057   737,740.619   MT  1.00029680   +1 26 25.8
 AJ7815
 AJ7815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7815!SPC MS W     -   0.99999702  x   0.99995090  =   0.99994792
 AJ7815!UTM  15      -   0.99999702  x   1.00029680  =   1.00029382
 AJ7815
 AJ7815                          SUPERSEDED SURVEY CONTROL
 AJ7815
 AJ7815  ELLIP H (04/15/02)   18.967  (m)                       GP(       ) 4 2
 AJ7815  NAD 83(1993)-  34 00 28.72348(N)    090 25 32.45536(W) AD(       ) B
 AJ7815  ELLIP H (02/15/02)   18.974  (m)                       GP(       ) 4 1
 AJ7815
 AJ7815.Superseded values are not recommended for survey control.
 AJ7815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7815.See file dsdata.txt to determine how the superseded data were derived.
 AJ7815
 AJ7815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3774166029(NAD 83)
 AJ7815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ7815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7815_STAMPING: MDOT 49 GPS 2000
 AJ7815_MARK LOGO: NONE  
 AJ7815_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7815+STABILITY: SURFACE MOTION
 AJ7815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7815+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 AJ7815
 AJ7815  HISTORY     - Date     Condition        Report By
 AJ7815  HISTORY     - 2000     MONUMENTED       MSHD
 AJ7815  HISTORY     - 20080212 GOOD             MSDOT
 AJ7815
 AJ7815                          STATION DESCRIPTION
 AJ7815
 AJ7815'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 (HL)
 AJ7815'STATION IS LOCATED SOUTHEAST OF TUTWILER, MS, IN THE RUNDOWN ROADSIDE
 AJ7815'PARK AT THE INTERSECTION OF US 49W AND US 49E.  TO REACH THE STATION
 AJ7815'FROM THE INTERSECTION OF US 49 AND RTE 3 AT TUTWILER, DRIVE SOUTHERLY
 AJ7815'ON US 49 FOR 0.4 MI (0.6 KM) TO THE Y INTERSECTION, THEN CONTINUE ON
 AJ7815'US 49E FOR ANOTHER 0.1 MI (0.2 KM) TO THE ENTRANCE TO THE PARK ON THE
 AJ7815'RIGHT.  DRIVE INTO THE ENTRANCE, BEAR LEFT TOWARD A PAVILLION AND
 AJ7815'PICNIC TABLE PADS AHEAD AND TO THE LEFT, AND TO THE STATION ON THE
 AJ7815'LEFT.  THE STATION IS 23 FT (7.0 M) SOUTH OF THE SOUTH-MOST PAD, 7 FT
 AJ7815'(2.1 M) SOUTHWEST OF THE SOUTH END OF A WOOD RAIL FENCE, AND 47 FT
 AJ7815'(14.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PAVILLION.  THE MARK
 AJ7815'IS A PLAIN DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND FLUSH
 AJ7815'WITH THE GROUND.
 AJ7815
 AJ7815                          STATION RECOVERY (2008)
 AJ7815
 AJ7815'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 AJ7815'DESCRIPTION IS SUFFICIENT FOR LOCATING THE MARK. THE WOOD RAIL FENCE
 AJ7815'HAS BEEN REPLACED WITH A 6 FOOT CHAIN LINK FENCE WHICH IS LOCKED AT
 AJ7815'THE GATE AND A KEY WILL BE NEEDED FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1205 ***********************************************************************
 DK1205  DESIGNATION -  49 M BOLT
 DK1205  PID         -  DK1205
 DK1205  STATE/COUNTY-  MS/WASHINGTON
 DK1205  USGS QUAD   -  AVON (1970)
 DK1205
 DK1205                         *CURRENT SURVEY CONTROL
 DK1205  ___________________________________________________________________
 DK1205* NAD 83(1986)-  33 13 52.     (N)    091 03 09.     (W)     SCALED    
 DK1205* NAVD 88     -        33.925  (meters)     111.30   (feet)  ADJUSTED  
 DK1205  ___________________________________________________________________
 DK1205  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK1205  DYNAMIC HT  -          33.889 (meters)     111.18  (feet)  COMP
 DK1205  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DK1205
 DK1205  VERT ORDER  -  FIRST     CLASS I
 DK1205
 DK1205.The horizontal coordinates were scaled from a topographic map and have
 DK1205.an estimated accuracy of +/- 6 seconds.
 DK1205
 DK1205.The orthometric height was determined by differential leveling
 DK1205.and adjusted in June 1991.
 DK1205
 DK1205.The geoid height was determined by GEOID03.
 DK1205
 DK1205.The dynamic height is computed by dividing the NAVD 88
 DK1205.geopotential number by the normal gravity value computed on the
 DK1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1205.degrees latitude (g = 980.6199 gals.).
 DK1205
 DK1205.The modeled gravity was interpolated from observed gravity values.
 DK1205
 DK1205;                    North         East    Units  Estimated Accuracy
 DK1205;SPC MS W     -   413,900.      632,970.      MT  (+/- 180 meters Scaled)
 DK1205
 DK1205                          SUPERSEDED SURVEY CONTROL
 DK1205
 DK1205  NGVD 29 (??/??/??)   33.968  (m)          111.44   (f) ADJUSTED    1 1
 DK1205
 DK1205.Superseded values are not recommended for survey control.
 DK1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1205.See file dsdata.txt to determine how the superseded data were derived.
 DK1205
 DK1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS814785(NAD 83)
 DK1205_MARKER: B = BOLT
 DK1205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1205
 DK1205  HISTORY     - Date     Condition        Report By
 DK1205  HISTORY     - UNK      MONUMENTED       DOD
 DK1205  HISTORY     - 1973     GOOD             NGS
 DK1205  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1205
 DK1205                          STATION DESCRIPTION
 DK1205
 DK1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1205'0.40 MI W FROM AVON.
 DK1205'ABOUT 0.40 MILE WEST ALONG A PAVED ROAD FROM THE AVON METHODIST CHURCH
 DK1205'AT AVON, IN A PASTURE, ABOUT 500 FEET SOUTH OF THE ROAD, A COPPER BOLT
 DK1205'SET IN THE TOP OF A STONE SLAB 3 FEET UNDERGROUND, ACCESS TO WHICH IS
 DK1205'HAD THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY CAP
 DK1205'STAMPING.  1/4, SEC 5 , T 16N, R 8W.
 DK1205
 DK1205                          STATION RECOVERY (1992)
 DK1205
 DK1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1205'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1204 ***********************************************************************
 DK1204  DESIGNATION -  49 M CAP
 DK1204  PID         -  DK1204
 DK1204  STATE/COUNTY-  MS/WASHINGTON
 DK1204  USGS QUAD   -  AVON (1970)
 DK1204
 DK1204                         *CURRENT SURVEY CONTROL
 DK1204  ___________________________________________________________________
 DK1204* NAD 83(1986)-  33 13 52.     (N)    091 03 09.     (W)     SCALED    
 DK1204* NAVD 88     -        35.141  (meters)     115.29   (feet)  ADJUSTED  
 DK1204  ___________________________________________________________________
 DK1204  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK1204  DYNAMIC HT  -          35.104 (meters)     115.17  (feet)  COMP
 DK1204  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DK1204
 DK1204  VERT ORDER  -  FIRST     CLASS I
 DK1204
 DK1204.The horizontal coordinates were scaled from a topographic map and have
 DK1204.an estimated accuracy of +/- 6 seconds.
 DK1204
 DK1204.The orthometric height was determined by differential leveling
 DK1204.and adjusted in June 1991.
 DK1204
 DK1204.The geoid height was determined by GEOID03.
 DK1204
 DK1204.The dynamic height is computed by dividing the NAVD 88
 DK1204.geopotential number by the normal gravity value computed on the
 DK1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1204.degrees latitude (g = 980.6199 gals.).
 DK1204
 DK1204.The modeled gravity was interpolated from observed gravity values.
 DK1204
 DK1204;                    North         East    Units  Estimated Accuracy
 DK1204;SPC MS W     -   413,900.      632,970.      MT  (+/- 180 meters Scaled)
 DK1204
 DK1204                          SUPERSEDED SURVEY CONTROL
 DK1204
 DK1204  NGVD 29 (??/??/??)   35.115  (m)          115.21   (f) ADJUSTED    1 1
 DK1204
 DK1204.Superseded values are not recommended for survey control.
 DK1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1204.See file dsdata.txt to determine how the superseded data were derived.
 DK1204
 DK1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS814785(NAD 83)
 DK1204_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1204_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1204
 DK1204  HISTORY     - Date     Condition        Report By
 DK1204  HISTORY     - UNK      MONUMENTED       DOD
 DK1204  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1204  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1204
 DK1204                          STATION DESCRIPTION
 DK1204
 DK1204'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1204'IN AVON.
 DK1204'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE YAZOO AND MISSISSIPPI
 DK1204'VALLEY RAILROAD STATION AT AVON, IN A PASTURE OWNED BY H.H. KEYS, 500
 DK1204'FEET SOUTH OF THE ROAD, 64 FEET SOUTHEAST OF A BLAZED 40 INCH WHITE
 DK1204'OAK TREE, 16.5 FEET NORTHEAST OF A BLAZED 50 INCH HACKBERRY TREE, AND
 DK1204'9.5 FEET SOUTHWEST OF A BLAZED 40 INCH HACKBERRY TREE.  A CAP SET IN
 DK1204'THE TOP OF AN IRON PIPE.
 DK1204
 DK1204                          STATION RECOVERY (1992)
 DK1204
 DK1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1204'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3299 ***********************************************************************
 BH3299  DESIGNATION -  49 V 1 A
 BH3299  PID         -  BH3299
 BH3299  STATE/COUNTY-  MS/HARRISON
 BH3299  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3299
 BH3299                         *CURRENT SURVEY CONTROL
 BH3299  ___________________________________________________________________
 BH3299* NAD 83(1986)-  30 23 26.     (N)    089 05 44.     (W)     SCALED    
 BH3299* NAVD 88     -         8.694  (meters)      28.52   (feet)  ADJUSTED  
 BH3299  ___________________________________________________________________
 BH3299  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH3299  DYNAMIC HT  -           8.682 (meters)      28.48  (feet)  COMP
 BH3299  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BH3299
 BH3299  VERT ORDER  -  SECOND    CLASS II
 BH3299
 BH3299.The horizontal coordinates were scaled from a topographic map and have
 BH3299.an estimated accuracy of +/- 6 seconds.
 BH3299
 BH3299.The orthometric height was determined by differential leveling
 BH3299.and adjusted in May 1996.
 BH3299
 BH3299.The geoid height was determined by GEOID03.
 BH3299
 BH3299.The dynamic height is computed by dividing the NAVD 88
 BH3299.geopotential number by the normal gravity value computed on the
 BH3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3299.degrees latitude (g = 980.6199 gals.).
 BH3299
 BH3299.The modeled gravity was interpolated from observed gravity values.
 BH3299
 BH3299;                    North         East    Units  Estimated Accuracy
 BH3299;SPC MS E     -    98,740.      274,800.      MT  (+/- 180 meters Scaled)
 BH3299
 BH3299                          SUPERSEDED SURVEY CONTROL
 BH3299
 BH3299.No superseded survey control is available for this station.
 BH3299
 BH3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU986639(NAD 83)
 BH3299_MARKER: DD = SURVEY DISK
 BH3299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3299_SP_SET: PIPE CULVERT
 BH3299_STAMPING: BM 49 V 1A 1988
 BH3299_MARK LOGO: MSHD  
 BH3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3299+STABILITY: SURFACE MOTION
 BH3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3299+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 BH3299
 BH3299  HISTORY     - Date     Condition        Report By
 BH3299  HISTORY     - 1988     MONUMENTED       MSHD
 BH3299  HISTORY     - 20030918 GOOD             USPSQD
 BH3299
 BH3299                          STATION DESCRIPTION
 BH3299
 BH3299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3299'MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTH OF GULFPORT, IN THE
 BH3299'SOUTHWEST ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK AND
 BH3299'33RD STREET, 3.2 MI (5.1 KM) SOUTH OF THE COMMUNITY OF LANDON AND IS
 BH3299'IN SECTION 33, T 7S, R 11W.  TO REACH FROM THE JUNCTION OF U.S.
 BH3299'HIGHWAYS 49 AND 90 IN GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 1.75
 BH3299'MI (2.82 KM) TO A CROSSROAD, TURN LEFT AND GO WEST ON 33RD STREET FOR
 BH3299'0.1 MI (0.2 KM) TO THE RAILROAD TRACK AND THE MARK ON THE LEFT.  MARK
 BH3299'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CENTER OF
 BH3299'THE FLARED END SECTION OF THE SOUTH END OF A 24 INCH CONCRETE PIPE
 BH3299'CULVERT AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF TRACK, 28 FT
 BH3299'(8.5 M) SOUTH OF THE CENTER OF 33RD STREET, 24 FT (7.3 M) WEST OF THE
 BH3299'WEST RAIL, 18.5 FT (5.6 M) EAST OF A POWER POLE, 14 FT (4.3 M)
 BH3299'SOUTHWEST OF A CROSSING SIGN AND 0.9 FT (0.3 M) NORTH OF THE SOUTH
 BH3299'END OF THE PIPE.
 BH3299
 BH3299                          STATION RECOVERY (2003)
 BH3299
 BH3299'RECOVERY NOTE BY US POWER SQUADRON 2003
 BH3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0437 ***********************************************************************
 CP0437  DESIGNATION -  49 V 10
 CP0437  PID         -  CP0437
 CP0437  STATE/COUNTY-  MS/HINDS
 CP0437  USGS QUAD   -  POCAHONTAS (1980)
 CP0437
 CP0437                         *CURRENT SURVEY CONTROL
 CP0437  ___________________________________________________________________
 CP0437* NAD 83(2007)-  32 23 25.89870(N)    090 16 07.39136(W)     ADJUSTED  
 CP0437* NAVD 88     -        91.689  (meters)     300.82   (feet)  ADJUSTED  
 CP0437  ___________________________________________________________________
 CP0437  EPOCH DATE  -        2002.00
 CP0437  X           -     -25,284.130 (meters)                     COMP
 CP0437  Y           -  -5,390,980.515 (meters)                     COMP
 CP0437  Z           -   3,397,113.181 (meters)                     COMP
 CP0437  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CP0437  ELLIP HEIGHT-          65.232 (meters)          (02/10/07) ADJUSTED
 CP0437  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0437  DYNAMIC HT  -          91.584 (meters)     300.47  (feet)  COMP
 CP0437
 CP0437  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0437  Type    PID    Designation                      North   East  Ellip
 CP0437  -------------------------------------------------------------------
 CP0437  NETWORK CP0437 49 V 10                           1.31   1.10   2.41
 CP0437  -------------------------------------------------------------------
 CP0437  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CP0437
 CP0437  VERT ORDER  -  SECOND    CLASS 0
 CP0437
 CP0437.The horizontal coordinates were established by GPS observations
 CP0437.and adjusted by the National Geodetic Survey in February 2007.
 CP0437
 CP0437.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0437.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0437.The horizontal coordinates are valid at the epoch date displayed above.
 CP0437.The epoch date for horizontal control is a decimal equivalence
 CP0437.of Year/Month/Day.
 CP0437
 CP0437.The orthometric height was determined by differential leveling
 CP0437.and adjusted in June 1991.
 CP0437
 CP0437.Photographs are available for this station.
 CP0437
 CP0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0437
 CP0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0437
 CP0437.The ellipsoidal height was determined by GPS observations
 CP0437.and is referenced to NAD 83.
 CP0437
 CP0437.The geoid height was determined by GEOID03.
 CP0437
 CP0437.The dynamic height is computed by dividing the NAVD 88
 CP0437.geopotential number by the normal gravity value computed on the
 CP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0437.degrees latitude (g = 980.6199 gals.).
 CP0437
 CP0437.The modeled gravity was interpolated from observed gravity values.
 CP0437
 CP0437;                    North         East     Units Scale Factor Converg.
 CP0437;SPC MS W     -   320,454.648   706,079.210   MT  0.99995046   +0 02 04.6
 CP0437;SPC MS W     - 1,051,358.29  2,316,528.21   sFT  0.99995046   +0 02 04.6
 CP0437;UTM  15      - 3,587,006.021   756,926.316   MT  1.00041410   +1 27 50.1
 CP0437
 CP0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0437!SPC MS W     -   0.99998976  x   0.99995046  =   0.99994022
 CP0437!UTM  15      -   0.99998976  x   1.00041410  =   1.00040385
 CP0437
 CP0437                          SUPERSEDED SURVEY CONTROL
 CP0437
 CP0437  ELLIP H (04/15/02)   65.241  (m)                       GP(       ) 4 2
 CP0437  NAD 83(1993)-  32 23 25.89844(N)    090 16 07.39142(W) AD(       ) 1
 CP0437  ELLIP H (03/15/01)   65.251  (m)                       GP(       ) 5 2
 CP0437  NAVD 88 (03/15/01)   91.69   (m)          300.8    (f) LEVELING    3  
 CP0437  NGVD 29 (??/??/92)   91.776  (m)          301.10   (f) ADJ UNCH    2 0
 CP0437
 CP0437.Superseded values are not recommended for survey control.
 CP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0437.See file dsdata.txt to determine how the superseded data were derived.
 CP0437
 CP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5692687006(NAD 83)
 CP0437_MARKER: DD = SURVEY DISK
 CP0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0437_STAMPING: BM 49V-10 1960
 CP0437_MARK LOGO: MSHD  
 CP0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0437+STABILITY: SURFACE MOTION
 CP0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0437+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 CP0437
 CP0437  HISTORY     - Date     Condition        Report By
 CP0437  HISTORY     - 1960     MONUMENTED       MSHD
 CP0437  HISTORY     - 1977     GOOD             MSHD
 CP0437  HISTORY     - 20000502 GOOD             MS1220
 CP0437  HISTORY     - 20070814 GOOD             JCLS
 CP0437  HISTORY     - 20070814 GOOD             JCLS
 CP0437
 CP0437                          STATION DESCRIPTION
 CP0437
 CP0437'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0437'7.8 MI NW FROM JACKSON.
 CP0437'THE MARK IS LOCATED 7.8 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0437'JACKSON AT THE ENTRANCE TO GARDEN MEMORIAL CEMENTERY, 5.1 MILES
 CP0437'NORTHEAST OF CLINTON, 0.85 MILES SOUTHEAST OF THE INTERSECTION OF
 CP0437'KICKAPOO ROAD AND U.S. HIGHWAY 49 IN THE SOUTHEAST 1/4 OF SECTION 2, T
 CP0437'6N, R 1W.  IT IS 63 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 CP0437'LANE OF U.S. HIGHWAY 49, 12 FEET SOUTHEAST OF THE CENTER OF THE
 CP0437'ENTRANCE TO THE CEMETERY, 7.5 FEET WEST OF A POWER POLE, 1 FOOT
 CP0437'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK PILLAR ON THE SOUTHEAST
 CP0437'SIDE OF THE CEMETERY GATE, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 CP0437'SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 CP0437'AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST
 CP0437'OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE
 CP0437'INTERSECTION OF WOODROW WILSON DRIVE.  TURN LEFT AND GO WEST ON
 CP0437'WOODROW WILSON DRIVE TO A FIVE POINT INTERSECTION.  CONTINUE NORTHWEST
 CP0437'ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO THE I-220 OVERPASS.
 CP0437'CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 2.25 MILES TO THE
 CP0437'INTERSECTION OF CYNTHIA ROAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY 49
 CP0437'FOR 0.75 MILE TO THE ENTRANCE TO THE CEMETERY AND THE MARK ON THE
 CP0437'LEFT.
 CP0437
 CP0437                          STATION RECOVERY (2000)
 CP0437
 CP0437'RECOVERY NOTE BY CITY OF JACKSON MISSISSIPPI 2000
 CP0437'RECOVERED AS DESCRIBED.
 CP0437
 CP0437                          STATION RECOVERY (2007)
 CP0437
 CP0437'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 CP0437'RECOVERED IN GOOD CONDITION.
 CP0437
 CP0437                          STATION RECOVERY (2007)
 CP0437
 CP0437'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 CP0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3313 ***********************************************************************
 BH3313  DESIGNATION -  49 V 10 A
 BH3313  PID         -  BH3313
 BH3313  STATE/COUNTY-  MS/HARRISON
 BH3313  USGS QUAD   -  SUCCESS (1982)
 BH3313
 BH3313                         *CURRENT SURVEY CONTROL
 BH3313  ___________________________________________________________________
 BH3313* NAD 83(1986)-  30 33 50.     (N)    089 07 27.     (W)     SCALED    
 BH3313* NAVD 88     -        14.893  (meters)      48.86   (feet)  ADJUSTED  
 BH3313  ___________________________________________________________________
 BH3313  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH3313  DYNAMIC HT  -          14.874 (meters)      48.80  (feet)  COMP
 BH3313  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BH3313
 BH3313  VERT ORDER  -  SECOND    CLASS II
 BH3313
 BH3313.The horizontal coordinates were scaled from a topographic map and have
 BH3313.an estimated accuracy of +/- 6 seconds.
 BH3313
 BH3313.The orthometric height was determined by differential leveling
 BH3313.and adjusted in May 1996.
 BH3313
 BH3313.The geoid height was determined by GEOID03.
 BH3313
 BH3313.The dynamic height is computed by dividing the NAVD 88
 BH3313.geopotential number by the normal gravity value computed on the
 BH3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3313.degrees latitude (g = 980.6199 gals.).
 BH3313
 BH3313.The modeled gravity was interpolated from observed gravity values.
 BH3313
 BH3313;                    North         East    Units  Estimated Accuracy
 BH3313;SPC MS E     -   117,970.      272,100.      MT  (+/- 180 meters Scaled)
 BH3313
 BH3313                          SUPERSEDED SURVEY CONTROL
 BH3313
 BH3313.No superseded survey control is available for this station.
 BH3313
 BH3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU962831(NAD 83)
 BH3313_MARKER: DD = SURVEY DISK
 BH3313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3313_SP_SET: CONCRETE PIPE CULVERT HEADWALL
 BH3313_STAMPING: BM 49 V 10A 1988
 BH3313_MARK LOGO: MSHD  
 BH3313_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3313+STABILITY: SURFACE MOTION
 BH3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3313+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 BH3313
 BH3313  HISTORY     - Date     Condition        Report By
 BH3313  HISTORY     - 1988     MONUMENTED       MSHD
 BH3313  HISTORY     - 20030918 GOOD             USPSQD
 BH3313
 BH3313                          STATION DESCRIPTION
 BH3313
 BH3313'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3313'MARK IS LOCATED ABOUT 13.7 MI (22.0 KM) NORTH OF GULFPORT, IN A
 BH3313'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.8 MI
 BH3313'(7.7 KM) SOUTH OF SAUCIER, 4.35 MI (7.00 KM) NORTH OF LYMAN AND IN
 BH3313'SECTION 31, T 5S, R 11W.
 BH3313'TO REACH FROM THE I-10 BRIDGE OVER U.S. HIGHWAY 49, 4.6 MI (7.4 KM)
 BH3313'NORTH OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 4.65 MI (7.48 KM)
 BH3313'TO THE JUNCTION OF STATE HIGHWAY 53 AT LYMAN, CONTINUE NORTH ON U.S.
 BH3313'HIGHWAY 49 FOR 4.55 MI (7.32 KM) TO A CROSSROAD, CONTINUE NORTH ON
 BH3313'U.S. HIGHWAY 49 FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT JUST
 BH3313'BEYOND DESOTO PARK ROAD.
 BH3313'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH
 BH3313'END OF THE EAST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, 43.0 FT
 BH3313'(13.1 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 BH3313'IS ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF THE HIGHWAY.
 BH3313
 BH3313                          STATION RECOVERY (2003)
 BH3313
 BH3313'RECOVERY NOTE BY US POWER SQUADRON 2003 (CK)
 BH3313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0127 ***********************************************************************
 DK0127  DESIGNATION -  49 V 100 MSHD
 DK0127  PID         -  DK0127
 DK0127  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0127  USGS QUAD   -  ROME (1983)
 DK0127
 DK0127                         *CURRENT SURVEY CONTROL
 DK0127  ___________________________________________________________________
 DK0127* NAD 83(1986)-  33 58 23.     (N)    090 22 58.     (W)     SCALED    
 DK0127* NAVD 88     -        45.263  (meters)     148.50   (feet)  ADJUSTED  
 DK0127  ___________________________________________________________________
 DK0127  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK0127  DYNAMIC HT  -          45.218 (meters)     148.35  (feet)  COMP
 DK0127  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 DK0127
 DK0127  VERT ORDER  -  SECOND    CLASS 0
 DK0127
 DK0127.The horizontal coordinates were scaled from a topographic map and have
 DK0127.an estimated accuracy of +/- 6 seconds.
 DK0127
 DK0127.The orthometric height was determined by differential leveling
 DK0127.and adjusted in June 1991.
 DK0127
 DK0127.The geoid height was determined by GEOID03.
 DK0127
 DK0127.The dynamic height is computed by dividing the NAVD 88
 DK0127.geopotential number by the normal gravity value computed on the
 DK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0127.degrees latitude (g = 980.6199 gals.).
 DK0127
 DK0127.The modeled gravity was interpolated from observed gravity values.
 DK0127
 DK0127;                    North         East    Units  Estimated Accuracy
 DK0127;SPC MS W     -   495,960.      695,430.      MT  (+/- 180 meters Scaled)
 DK0127
 DK0127                          SUPERSEDED SURVEY CONTROL
 DK0127
 DK0127  NGVD 29 (??/??/??)   45.260  (m)          148.49   (f) ADJUSTED    2 0
 DK0127
 DK0127.Superseded values are not recommended for survey control.
 DK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0127.See file dsdata.txt to determine how the superseded data were derived.
 DK0127
 DK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT418622(NAD 83)
 DK0127_MARKER: DD = SURVEY DISK
 DK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0127_STAMPING: BM 49V-100 1961
 DK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0127+STABILITY: SURFACE MOTION
 DK0127
 DK0127  HISTORY     - Date     Condition        Report By
 DK0127  HISTORY     - 1961     MONUMENTED       MSHD
 DK0127  HISTORY     - 1968     GOOD             MSHD
 DK0127
 DK0127                          STATION DESCRIPTION
 DK0127
 DK0127'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0127'0.6 MI W FROM SUMNER.
 DK0127'THE MARK IS LOCATED 0.6 MILE WEST OF THE APPROXIMATE CENTER OF SUMNER,
 DK0127'IN THE YARD SURROUNDING A TENANT HOUSE IN THE SOUTHWEST 1/4 OF SECTION
 DK0127'2, T 24N, R 2W AND ON LAND OWNED BY MRS. MAY MCMULLY AND LEASED BY MR.
 DK0127'N.J. MCMULLY.  IT IS 47.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 DK0127'THE TENANT HOUSE, 56 FEET EAST OF THE CENTER OF THE FIELD ROAD, 114
 DK0127'FEET EAST OF THE EAST BANK OF A DITCH, 106 FEET NORTH NORTHEAST OF A
 DK0127'POWER LINE SERVICE POLE, 249 FEET NORTHEAST OF THE CENTER OF U.S.
 DK0127'HIGHWAY 49E, 16.5 FEET SOUTH OF A PICTURE PUMP, 204.5 FEET NORTHEAST
 DK0127'OF THE NORTHEAST CORNER OF THE HEADWALL OF AN 8X8 FOOT BOX CULVERT, 1
 DK0127'FOOT SOUTH OF A METAL WITNESS POST, IS SET IN THE TOP OF A 10 INCH
 DK0127'SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND 1
 DK0127'INCH BELOW THE SURFACE OF THE GROUND.  TO REACH FROM THE NORTH
 DK0127'ENTRANCE TO THE SECOND DISTRICT OFFICE OF THE TALLAHATCHIE COUNTY
 DK0127'COURTHOUSE IN SUMNER GO WEST ON A BLACKTOP STREET FOR 0.55 MILE TO THE
 DK0127'INTERSECTION OF U.S. HIGHWAY 49E.  TURN RIGHT (NORTHWEST) AND CONTINUE
 DK0127'ON U.S. HIGHWAY 49E FOR 0.3 MILE TO A FIELD ROAD RIGHT JUST BEFORE
 DK0127'REACHING A LARGE CONCRETE BOX CULVERT.  TURN RIGHT (NORTHEAST) AND
 DK0127'CONTINUE ON THE FIELD ROAD FOR 0.05 MILE TO A TENANT HOUSE AND THE
 DK0127'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0129 ***********************************************************************
 DK0129  DESIGNATION -  49 V 102 MSHD
 DK0129  PID         -  DK0129
 DK0129  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0129  USGS QUAD   -  ROME (1983)
 DK0129
 DK0129                         *CURRENT SURVEY CONTROL
 DK0129  ___________________________________________________________________
 DK0129* NAD 83(1986)-  33 59 39.     (N)    090 24 31.     (W)     SCALED    
 DK0129* NAVD 88     -        44.864  (meters)     147.19   (feet)  ADJUSTED  
 DK0129  ___________________________________________________________________
 DK0129  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK0129  DYNAMIC HT  -          44.820 (meters)     147.05  (feet)  COMP
 DK0129  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 DK0129
 DK0129  VERT ORDER  -  SECOND    CLASS 0
 DK0129
 DK0129.The horizontal coordinates were scaled from a topographic map and have
 DK0129.an estimated accuracy of +/- 6 seconds.
 DK0129
 DK0129.The orthometric height was determined by differential leveling
 DK0129.and adjusted in June 1991.
 DK0129
 DK0129.The geoid height was determined by GEOID03.
 DK0129
 DK0129.The dynamic height is computed by dividing the NAVD 88
 DK0129.geopotential number by the normal gravity value computed on the
 DK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0129.degrees latitude (g = 980.6199 gals.).
 DK0129
 DK0129.The modeled gravity was interpolated from observed gravity values.
 DK0129
 DK0129;                    North         East    Units  Estimated Accuracy
 DK0129;SPC MS W     -   498,300.      693,050.      MT  (+/- 180 meters Scaled)
 DK0129
 DK0129                          SUPERSEDED SURVEY CONTROL
 DK0129
 DK0129  NGVD 29 (??/??/??)   44.866  (m)          147.20   (f) ADJUSTED    2 0
 DK0129
 DK0129.Superseded values are not recommended for survey control.
 DK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0129.See file dsdata.txt to determine how the superseded data were derived.
 DK0129
 DK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT393645(NAD 83)
 DK0129_MARKER: DD = SURVEY DISK
 DK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0129_STAMPING: BM 49V-102 1961
 DK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0129+STABILITY: SURFACE MOTION
 DK0129
 DK0129  HISTORY     - Date     Condition        Report By
 DK0129  HISTORY     - 1961     MONUMENTED       MSHD
 DK0129  HISTORY     - 1968     GOOD             MSHD
 DK0129
 DK0129                          STATION DESCRIPTION
 DK0129
 DK0129'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0129'1.9 MI SE FROM TUTWILER.
 DK0129'THE MARK IS LOCATED 1.9 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0129'TUTWILER ON THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E, 2.7 MILES
 DK0129'NORTHWEST OF SUMNER IN THE NORTHWEST 1/4 OF SECTION 33, T25N, R 2W. IT
 DK0129'IS 57 FEET NORTHEAST OF THE CENTER  OF U.S. HIGHWAY 49E, 13 FEET
 DK0129'NORTHEAST OF THE SOUTHEAST END OF AN 18 INCH CONCRETE PIPE, 37.5 FEET
 DK0129'SOUTHWEST OF THE SOUTHEAST CORNER OF A SHED OVER A TRAILOR HOUSE, 53.5
 DK0129'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 3X3 FOOT CONCRETE FOOTING
 DK0129'PROJECTING 18 INCHES, 88 FEET SOUTHEAST OF A POWER LINE POLE WITH A
 DK0129'TRANSFORMER ON IT, 1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN
 DK0129'THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL
 DK0129'OF THE HIGHWAY AND FLUSH WITH THE GROUND.  TO REACH FROM THE NORTH
 DK0129'JUNCTION OF U.S.HIGHWAY 49E AND U.S. HIGHWAY 49W AT THE SOUTHEAST EDGE
 DK0129'OF TUTWILER GO SOUTHEAST ON U.S. HIGHWAY 49E FOR 1.5 MILES TO THE MARK
 DK0129'ON THE LEFT AS DESCRIBED.  NOTE-- THE STORE MENTIONED IN THE ORIGINAL
 DK0129'DESCRIPTION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0300 ***********************************************************************
 EH0300  DESIGNATION -  49 V 103
 EH0300  PID         -  EH0300
 EH0300  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0300  USGS QUAD   -  TUTWILER (1967)
 EH0300
 EH0300                         *CURRENT SURVEY CONTROL
 EH0300  ___________________________________________________________________
 EH0300* NAD 83(1986)-  34 00 13.     (N)    090 25 15.     (W)     SCALED    
 EH0300* NAVD 88     -        44.835  (meters)     147.10   (feet)  ADJUSTED  
 EH0300  ___________________________________________________________________
 EH0300  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH0300  DYNAMIC HT  -          44.791 (meters)     146.95  (feet)  COMP
 EH0300  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 EH0300
 EH0300  VERT ORDER  -  SECOND    CLASS 0
 EH0300
 EH0300.The horizontal coordinates were scaled from a topographic map and have
 EH0300.an estimated accuracy of +/- 6 seconds.
 EH0300
 EH0300.The orthometric height was determined by differential leveling
 EH0300.and adjusted in June 1991.
 EH0300
 EH0300.The geoid height was determined by GEOID03.
 EH0300
 EH0300.The dynamic height is computed by dividing the NAVD 88
 EH0300.geopotential number by the normal gravity value computed on the
 EH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0300.degrees latitude (g = 980.6199 gals.).
 EH0300
 EH0300.The modeled gravity was interpolated from observed gravity values.
 EH0300
 EH0300;                    North         East    Units  Estimated Accuracy
 EH0300;SPC MS W     -   499,350.      691,920.      MT  (+/- 180 meters Scaled)
 EH0300
 EH0300                          SUPERSEDED SURVEY CONTROL
 EH0300
 EH0300  NGVD 29 (??/??/??)   44.839  (m)          147.11   (f) ADJUSTED    2 0
 EH0300
 EH0300.Superseded values are not recommended for survey control.
 EH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0300.See file dsdata.txt to determine how the superseded data were derived.
 EH0300
 EH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT382655(NAD 83)
 EH0300_MARKER: DD = SURVEY DISK
 EH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0300_STAMPING: BM 49V-103 1961
 EH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0300+STABILITY: SURFACE MOTION
 EH0300
 EH0300  HISTORY     - Date     Condition        Report By
 EH0300  HISTORY     - 1961     MONUMENTED       MSHD
 EH0300  HISTORY     - 1968     GOOD             MSHD
 EH0300
 EH0300                          STATION DESCRIPTION
 EH0300
 EH0300'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0300'1.1 MI SE FROM TUTWILER.
 EH0300'THE MARK IS LOCATED 1.1 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 EH0300'TUTWILER ON THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E, 3.6 MILES
 EH0300'NORTHWEST OF SUMNER IN THE SOUTHEAST 1/4 OF SECTION 29, T 25N, R 2W.
 EH0300'IT IS 60 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 49E, 49.5 FEET
 EH0300'EAST OF A HIGHWAY NUMBERING INDICATING SIGN, 1 FOOT SOUTHWEST OF A
 EH0300'POWER LINE POLE WITH A GUY WIRE, 2 FEET SOUTHEAST OF A METAL WITNESS
 EH0300'POST, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 2 FEET
 EH0300'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM
 EH0300'THE NORTH JUNCTION OF U.S. HIGHWAY 49W AND U.S. HIGHWAY 49E, AT THE
 EH0300'SOUTHEAST EDGE OF TUTWILER GO SOUTHEAST ON U.S. HIGHWAY 49E FOR 0.55
 EH0300'MILE TO THE MARK ON THE LEFT AS DESCRIBED.  NOTE-- THE HOUSE MENTIONED
 EH0300'IN THE ORIGINAL DESCRIPTION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0305 ***********************************************************************
 EH0305  DESIGNATION -  49 V 104
 EH0305  PID         -  EH0305
 EH0305  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0305  USGS QUAD   -  TUTWILER (1967)
 EH0305
 EH0305                         *CURRENT SURVEY CONTROL
 EH0305  ___________________________________________________________________
 EH0305* NAD 83(1986)-  34 01 16.     (N)    090 26 01.     (W)     SCALED    
 EH0305* NAVD 88     -        47.868  (meters)     157.05   (feet)  ADJUSTED  
 EH0305  ___________________________________________________________________
 EH0305  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH0305  DYNAMIC HT  -          47.821 (meters)     156.89  (feet)  COMP
 EH0305  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EH0305
 EH0305  VERT ORDER  -  SECOND    CLASS 0
 EH0305
 EH0305.The horizontal coordinates were scaled from a topographic map and have
 EH0305.an estimated accuracy of +/- 6 seconds.
 EH0305
 EH0305.The orthometric height was determined by differential leveling
 EH0305.and adjusted in June 1991.
 EH0305
 EH0305.The geoid height was determined by GEOID03.
 EH0305
 EH0305.The dynamic height is computed by dividing the NAVD 88
 EH0305.geopotential number by the normal gravity value computed on the
 EH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0305.degrees latitude (g = 980.6199 gals.).
 EH0305
 EH0305.The modeled gravity was interpolated from observed gravity values.
 EH0305
 EH0305;                    North         East    Units  Estimated Accuracy
 EH0305;SPC MS W     -   501,290.      690,740.      MT  (+/- 180 meters Scaled)
 EH0305
 EH0305                          SUPERSEDED SURVEY CONTROL
 EH0305
 EH0305  NGVD 29 (??/??/??)   47.876  (m)          157.07   (f) ADJUSTED    2 0
 EH0305
 EH0305.Superseded values are not recommended for survey control.
 EH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0305.See file dsdata.txt to determine how the superseded data were derived.
 EH0305
 EH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT369674(NAD 83)
 EH0305_MARKER: DD = SURVEY DISK
 EH0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0305_STAMPING: BM 49V-104 1961
 EH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0305+STABILITY: SURFACE MOTION
 EH0305
 EH0305  HISTORY     - Date     Condition        Report By
 EH0305  HISTORY     - 1961     MONUMENTED       MSHD
 EH0305  HISTORY     - 1968     GOOD             MSHD
 EH0305
 EH0305                          STATION DESCRIPTION
 EH0305
 EH0305'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0305'0.5 MI NNW FROM TUTWILER.
 EH0305'THE MARK IS LOCATED 0.5 MILE NORTH NORTHWEST OF THE APPROXIMATE CENTER
 EH0305'OF TUTWILER NEAR THE SOUTHEAST CORNER OF THE ABANDONED FLAGINN CAFE
 EH0305'NEAR THE CENTER OF THE EAST SIDE OF SECTION 19, T 25N, R 2W. IT IS 107
 EH0305'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 49, 41.5 FEET SOUTHWEST
 EH0305'OF THE CENTER OF A CONCRETE FOOTING PROJECTING 18 INCHES, 105.5 FEET
 EH0305'EAST OF THE CENTER OF A CONCRETE STREET, 108 FEET NORTHEAST OF THE
 EH0305'WEST END OF A CYCLONE FENCE, 119.5 FEET NORTHEAST OF A POWER LINE POLE
 EH0305'WITH A TRANSFORMER 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH0305'CARPORT PART OF THE BUILDING, 1 FOOT SOUTH OF A METAL WITNESS POST,
 EH0305'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, ABOUT LEVEL WITH THE
 EH0305'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF
 EH0305'MISSISSIPPI HIGHWAY 3 AND U.S. HIGHWAY 49 AT THE EAST EDGE OF TUTWILER
 EH0305'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 0.5 MILE TO THE ABANDONED CAFE AND
 EH0305'THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0306 ***********************************************************************
 EH0306  DESIGNATION -  49 V 105
 EH0306  PID         -  EH0306
 EH0306  STATE/COUNTY-  MS/COAHOMA
 EH0306  USGS QUAD   -  TUTWILER (1967)
 EH0306
 EH0306                         *CURRENT SURVEY CONTROL
 EH0306  ___________________________________________________________________
 EH0306* NAD 83(1986)-  34 01 53.     (N)    090 27 03.     (W)     SCALED    
 EH0306* NAVD 88     -        47.483  (meters)     155.78   (feet)  ADJUSTED  
 EH0306  ___________________________________________________________________
 EH0306  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EH0306  DYNAMIC HT  -          47.437 (meters)     155.63  (feet)  COMP
 EH0306  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EH0306
 EH0306  VERT ORDER  -  SECOND    CLASS 0
 EH0306
 EH0306.The horizontal coordinates were scaled from a topographic map and have
 EH0306.an estimated accuracy of +/- 6 seconds.
 EH0306
 EH0306.The orthometric height was determined by differential leveling
 EH0306.and adjusted in June 1991.
 EH0306
 EH0306.The geoid height was determined by GEOID03.
 EH0306
 EH0306.The dynamic height is computed by dividing the NAVD 88
 EH0306.geopotential number by the normal gravity value computed on the
 EH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0306.degrees latitude (g = 980.6199 gals.).
 EH0306
 EH0306.The modeled gravity was interpolated from observed gravity values.
 EH0306
 EH0306;                    North         East    Units  Estimated Accuracy
 EH0306;SPC MS W     -   502,440.      689,150.      MT  (+/- 180 meters Scaled)
 EH0306
 EH0306                          SUPERSEDED SURVEY CONTROL
 EH0306
 EH0306  NGVD 29 (??/??/??)   47.495  (m)          155.82   (f) ADJUSTED    2 0
 EH0306
 EH0306.Superseded values are not recommended for survey control.
 EH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0306.See file dsdata.txt to determine how the superseded data were derived.
 EH0306
 EH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT353685(NAD 83)
 EH0306_MARKER: DD = SURVEY DISK
 EH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0306_STAMPING: BM 49V-105 1961
 EH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0306+STABILITY: SURFACE MOTION
 EH0306
 EH0306  HISTORY     - Date     Condition        Report By
 EH0306  HISTORY     - 1961     MONUMENTED       MSHD
 EH0306  HISTORY     - 1973     GOOD             MSHD
 EH0306
 EH0306                          STATION DESCRIPTION
 EH0306
 EH0306'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0306'1.8 MI NW FROM TUTWILER.
 EH0306'THE MARK IS LOCATED 1.8 MILES NW OF TUTWILER NEAR THE SOUTH CORNER OF
 EH0306'A TENANT HOUSE OWNED BY MR. ROY FLOWERS, 0.15 MILE NW OF THE
 EH0306'COAHOMA-TALLAHATCHIE COUNTY LINE, 3.7 MILES SE OF DUBLIN IN THE SE 1/4
 EH0306'OF SECTION 13, T 25N, R 3W.  IT IS 72 FEET SW OF THE CENTER OF HIGHWAY
 EH0306'49, 167 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 81 FEET WEST OF A
 EH0306'POWER POLE WITH A GUY WIRE, 20 FEET WSW OF A 24 INCH OAK, 32 FEET EAST
 EH0306'OF A PITCHER PUMP, 17 FEET SW OF THE EAST CORNER OF A FRAME HOUSE, 4.5
 EH0306'FEET SE OF THE SOUTH CORNER OF A FRAME HOUSE SET IN THE TOP OF A 10
 EH0306'INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 EH0306'AND PROJECTS 2 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3
 EH0306'AND U.S. HIGHWAY 49 IN TUTWILER GO NW ON U.S. HIGHWAY 49 FOR 1.75
 EH0306'MILES TO A FRAME HOUSE AND THE MARK ON THE LEFT JUST BEYOND A SIDE
 EH0306'ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0307 ***********************************************************************
 EH0307  DESIGNATION -  49 V 106
 EH0307  PID         -  EH0307
 EH0307  STATE/COUNTY-  MS/COAHOMA
 EH0307  USGS QUAD   -  TUTWILER (1967)
 EH0307
 EH0307                         *CURRENT SURVEY CONTROL
 EH0307  ___________________________________________________________________
 EH0307* NAD 83(1986)-  34 02 29.     (N)    090 27 53.     (W)     SCALED    
 EH0307* NAVD 88     -        47.538  (meters)     155.96   (feet)  ADJUSTED  
 EH0307  ___________________________________________________________________
 EH0307  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH0307  DYNAMIC HT  -          47.491 (meters)     155.81  (feet)  COMP
 EH0307  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EH0307
 EH0307  VERT ORDER  -  SECOND    CLASS 0
 EH0307
 EH0307.The horizontal coordinates were scaled from a topographic map and have
 EH0307.an estimated accuracy of +/- 6 seconds.
 EH0307
 EH0307.The orthometric height was determined by differential leveling
 EH0307.and adjusted in June 1991.
 EH0307
 EH0307.The geoid height was determined by GEOID03.
 EH0307
 EH0307.The dynamic height is computed by dividing the NAVD 88
 EH0307.geopotential number by the normal gravity value computed on the
 EH0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0307.degrees latitude (g = 980.6199 gals.).
 EH0307
 EH0307.The modeled gravity was interpolated from observed gravity values.
 EH0307
 EH0307;                    North         East    Units  Estimated Accuracy
 EH0307;SPC MS W     -   503,550.      687,870.      MT  (+/- 180 meters Scaled)
 EH0307
 EH0307                          SUPERSEDED SURVEY CONTROL
 EH0307
 EH0307  NGVD 29 (??/??/??)   47.552  (m)          156.01   (f) ADJUSTED    2 0
 EH0307
 EH0307.Superseded values are not recommended for survey control.
 EH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0307.See file dsdata.txt to determine how the superseded data were derived.
 EH0307
 EH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT340696(NAD 83)
 EH0307_MARKER: DD = SURVEY DISK
 EH0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0307_STAMPING: BM 49V-106 1961
 EH0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0307+STABILITY: SURFACE MOTION
 EH0307
 EH0307  HISTORY     - Date     Condition        Report By
 EH0307  HISTORY     - 1961     MONUMENTED       MSHD
 EH0307  HISTORY     - 1973     GOOD             MSHD
 EH0307
 EH0307                          STATION DESCRIPTION
 EH0307
 EH0307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0307'2.8 MI NW FROM TUTWILER.
 EH0307'THE MARK IS LOCATED 2.8 MILE NW OF TUTWILER ON THE NE ROW OF THE ICRR
 EH0307'TRACK, 2.5 MILES SE OF DUBLIN IN THE SW CORNER OF SECTION 12, T 25N, R
 EH0307'3W.  IT IS 315 FEET SW OF THE CENTER OF HIGHWAY 49, 40 FEET SW OF THE
 EH0307'CENTER OF THE OLD HIGHWAY, 7.5 FEET NW OF THE PROJECTED CENTER OF A
 EH0307'GRAVELED ROAD, 19 FEET NE OF THE NE RAIL, 42 FEET ESE OF MILE POST 89,
 EH0307'64 FEET ESE OF A TELEPHONE POLE, 89 FEET SW OF POWER POLE NO. 223, 1
 EH0307'FOOT SW OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE
 EH0307'CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 EH0307'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 EH0307'U.S. HIGHWAY 49 IN TUTWILER GO NW ON U.S. HIGHWAY 49 FOR 2.8 MILES TO
 EH0307'THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0308 ***********************************************************************
 EH0308  DESIGNATION -  49 V 107
 EH0308  PID         -  EH0308
 EH0308  STATE/COUNTY-  MS/COAHOMA
 EH0308  USGS QUAD   -  TUTWILER (1967)
 EH0308
 EH0308                         *CURRENT SURVEY CONTROL
 EH0308  ___________________________________________________________________
 EH0308* NAD 83(1986)-  34 03 05.     (N)    090 28 23.     (W)     SCALED    
 EH0308* NAVD 88     -        47.757  (meters)     156.68   (feet)  ADJUSTED  
 EH0308  ___________________________________________________________________
 EH0308  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EH0308  DYNAMIC HT  -          47.710 (meters)     156.53  (feet)  COMP
 EH0308  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 EH0308
 EH0308  VERT ORDER  -  SECOND    CLASS 0
 EH0308
 EH0308.The horizontal coordinates were scaled from a topographic map and have
 EH0308.an estimated accuracy of +/- 6 seconds.
 EH0308
 EH0308.The orthometric height was determined by differential leveling
 EH0308.and adjusted in June 1991.
 EH0308
 EH0308.The geoid height was determined by GEOID03.
 EH0308
 EH0308.The dynamic height is computed by dividing the NAVD 88
 EH0308.geopotential number by the normal gravity value computed on the
 EH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0308.degrees latitude (g = 980.6199 gals.).
 EH0308
 EH0308.The modeled gravity was interpolated from observed gravity values.
 EH0308
 EH0308;                    North         East    Units  Estimated Accuracy
 EH0308;SPC MS W     -   504,660.      687,100.      MT  (+/- 180 meters Scaled)
 EH0308
 EH0308                          SUPERSEDED SURVEY CONTROL
 EH0308
 EH0308  NGVD 29 (??/??/??)   47.774  (m)          156.74   (f) ADJUSTED    2 0
 EH0308
 EH0308.Superseded values are not recommended for survey control.
 EH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0308.See file dsdata.txt to determine how the superseded data were derived.
 EH0308
 EH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT332707(NAD 83)
 EH0308_MARKER: DB = BENCH MARK DISK
 EH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0308_STAMPING: BM 49V-107 1961
 EH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0308+STABILITY: SURFACE MOTION
 EH0308
 EH0308  HISTORY     - Date     Condition        Report By
 EH0308  HISTORY     - 1961     MONUMENTED       MSHD
 EH0308  HISTORY     - 1973     GOOD             MSHD
 EH0308
 EH0308                          STATION DESCRIPTION
 EH0308
 EH0308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0308'3.65 MI NW FROM TUTWILER.
 EH0308'THE MARK IS LOCATED 3.65 MILES NW OF TUTWILER ON THE SW ROW OF THE
 EH0308'ICRR TRACK IN THE WEST ANGLE OF AN ABANDONED ROAD CROSSING, 6 POLES SE
 EH0308'OF MILEPOST 88, 1.7 MILES SE OF DUBLIN IN THE SW 1/4 OF THE NE 1/4 OF
 EH0308'SECTION 11, T 25N, R 3W.  IT IS ABOUT 100 YARDS, SW OF HIGHWAY 49,
 EH0308'23.5 FEET SW OF THE SW RAIL, 137 FEET SW OF POWER POLE NO. 207 19 FEET
 EH0308'NW OF THE CENTER OF AN ABANDONED ROAD, 2.5 FEET EAST OF TELEPHONE POLE
 EH0308'NO. 432, 1.5 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A 10
 EH0308'INCH SQUARE CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK
 EH0308'AND PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3
 EH0308'AND U.S. HIGHWAY 49 IN TUTWILER GO NW ON U.S. HIGHWAY 49 FOR 3.45
 EH0308'MILES TO A SIDE ROAD LEFT.  CONTINUE NW ON U.S. HIGHWAY 49 FOR 0.3
 EH0308'MILE TO THE MARK ON THE LEFT ABOUT 100 YARDS BEFORE REACHING A SMALL
 EH0308'FRAME CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0309 ***********************************************************************
 EH0309  DESIGNATION -  49 V 108
 EH0309  PID         -  EH0309
 EH0309  STATE/COUNTY-  MS/COAHOMA
 EH0309  USGS QUAD   -  TUTWILER (1967)
 EH0309
 EH0309                         *CURRENT SURVEY CONTROL
 EH0309  ___________________________________________________________________
 EH0309* NAD 83(1986)-  34 04 00.     (N)    090 28 57.     (W)     SCALED    
 EH0309* NAVD 88     -        47.745  (meters)     156.64   (feet)  ADJUSTED  
 EH0309  ___________________________________________________________________
 EH0309  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EH0309  DYNAMIC HT  -          47.698 (meters)     156.49  (feet)  COMP
 EH0309  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EH0309
 EH0309  VERT ORDER  -  SECOND    CLASS 0
 EH0309
 EH0309.The horizontal coordinates were scaled from a topographic map and have
 EH0309.an estimated accuracy of +/- 6 seconds.
 EH0309
 EH0309.The orthometric height was determined by differential leveling
 EH0309.and adjusted in June 1991.
 EH0309
 EH0309.The geoid height was determined by GEOID03.
 EH0309
 EH0309.The dynamic height is computed by dividing the NAVD 88
 EH0309.geopotential number by the normal gravity value computed on the
 EH0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0309.degrees latitude (g = 980.6199 gals.).
 EH0309
 EH0309.The modeled gravity was interpolated from observed gravity values.
 EH0309
 EH0309;                    North         East    Units  Estimated Accuracy
 EH0309;SPC MS W     -   506,350.      686,230.      MT  (+/- 180 meters Scaled)
 EH0309
 EH0309                          SUPERSEDED SURVEY CONTROL
 EH0309
 EH0309  NGVD 29 (??/??/??)   47.765  (m)          156.71   (f) ADJUSTED    2 0
 EH0309
 EH0309.Superseded values are not recommended for survey control.
 EH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0309.See file dsdata.txt to determine how the superseded data were derived.
 EH0309
 EH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT323724(NAD 83)
 EH0309_MARKER: DD = SURVEY DISK
 EH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0309_STAMPING: BM 49V-108 1961
 EH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0309+STABILITY: SURFACE MOTION
 EH0309
 EH0309  HISTORY     - Date     Condition        Report By
 EH0309  HISTORY     - 1961     MONUMENTED       MSHD
 EH0309  HISTORY     - 1973     GOOD             MSHD
 EH0309
 EH0309                          STATION DESCRIPTION
 EH0309
 EH0309'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0309'4.85 MI NW FROM TUTWILER.
 EH0309'THE MARK IS LOCATED 4.85 MILES NW OF TUTWILER NEAR THE NE CORNER OF
 EH0309'THE DUBLIN ELEMENTARY SCHOOL, 0.5 MILE SE OF DUBLIN IN THE NW 1/4 OF
 EH0309'SECTION 2, T 25N, R 3W.  IT IS 122 FEET SW OF THE CENTER OF HIGHWAY
 EH0309'49, 131 FEET NW OF THE NE CORNER OF A BASKETBALL COURT, 4.5 FEET EAST
 EH0309'OF THE NE CORNER OF THE SCHOOL, 1 FOOT NORTH OF THE PROJECTED PLANE OF
 EH0309'THE NORTH WALL OF THE SCHOOL SET IN THE TOP OF A 10 INCH SQUARE
 EH0309'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 EH0309'2 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S.
 EH0309'HIGHWAY 49 IN TUTWILER GO NW ON U.S. HIGHWAY 49 FOR 4.85 MILES TO THE
 EH0309'SCHOOL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0315 ***********************************************************************
 EH0315  DESIGNATION -  49 V 109
 EH0315  PID         -  EH0315
 EH0315  STATE/COUNTY-  MS/COAHOMA
 EH0315  USGS QUAD   -  TUTWILER (1967)
 EH0315
 EH0315                         *CURRENT SURVEY CONTROL
 EH0315  ___________________________________________________________________
 EH0315* NAD 83(1986)-  34 05 15.     (N)    090 29 47.     (W)     SCALED    
 EH0315* NAVD 88     -        48.902  (meters)     160.44   (feet)  ADJUSTED  
 EH0315  ___________________________________________________________________
 EH0315  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EH0315  DYNAMIC HT  -          48.854 (meters)     160.28  (feet)  COMP
 EH0315  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EH0315
 EH0315  VERT ORDER  -  SECOND    CLASS 0
 EH0315
 EH0315.The horizontal coordinates were scaled from a topographic map and have
 EH0315.an estimated accuracy of +/- 6 seconds.
 EH0315
 EH0315.The orthometric height was determined by differential leveling
 EH0315.and adjusted in June 1991.
 EH0315
 EH0315.The geoid height was determined by GEOID03.
 EH0315
 EH0315.The dynamic height is computed by dividing the NAVD 88
 EH0315.geopotential number by the normal gravity value computed on the
 EH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0315.degrees latitude (g = 980.6199 gals.).
 EH0315
 EH0315.The modeled gravity was interpolated from observed gravity values.
 EH0315
 EH0315;                    North         East    Units  Estimated Accuracy
 EH0315;SPC MS W     -   508,670.      684,950.      MT  (+/- 180 meters Scaled)
 EH0315
 EH0315                          SUPERSEDED SURVEY CONTROL
 EH0315
 EH0315  NGVD 29 (??/??/??)   48.929  (m)          160.53   (f) ADJUSTED    2 0
 EH0315
 EH0315.Superseded values are not recommended for survey control.
 EH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0315.See file dsdata.txt to determine how the superseded data were derived.
 EH0315
 EH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT309746(NAD 83)
 EH0315_MARKER: DD = SURVEY DISK
 EH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0315_STAMPING: BM 49V-109 1961
 EH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0315+STABILITY: SURFACE MOTION
 EH0315
 EH0315  HISTORY     - Date     Condition        Report By
 EH0315  HISTORY     - 1961     MONUMENTED       MSHD
 EH0315  HISTORY     - 1973     GOOD             MSHD
 EH0315  HISTORY     - 20051101 MARK NOT FOUND   MSSU
 EH0315  HISTORY     - 20051202 MARK NOT FOUND   MSSU
 EH0315
 EH0315                          STATION DESCRIPTION
 EH0315
 EH0315'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0315'6.5 MI NW FROM TUTWILER.
 EH0315'THE MARK IS LOCATED 6.5 MILES NW OF TUTWILER NEAR THE SE CORNER OF THE
 EH0315'PORCH OF A TENANT HOUSE, 1 MILE NORTH OF DUBLIN IN THE SW 1/4 OF
 EH0315'SECTION 27, T 26N, R 3W.  IT IS 100 FEET NE OF THE CENTER OF HIGHWAY
 EH0315'49, 34 FEET NORTH OF THE CENTER OF A FIELD ROAD, 41 FEET WEST OF A
 EH0315'POWER POLE, 3.5 FEET EAST OF THE  SE CORNER OF THE PORCH OF A TENANT
 EH0315'HOUSE SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 2 FEET
 EH0315'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH
 EH0315'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON
 EH0315'U.S. HIGHWAY 49 FOR 7.3 MILES TO A CROSSROAD.  CONTINUE SE ON U.S.
 EH0315'HIGHWAY 49 FOR 1.2 MILES TO A FRAME HOUSE AND IS A FIELD ROAD AND THE
 EH0315'MARK ON THE LEFT.  THE MARK ALSO CAN BE REACHED FROM THE JUNCTION OF
 EH0315'STATE HIGHWAY 3 AND U.S. HIGHWAY 49 BY GOING NORTH ON U.S. HIGHWAY 49
 EH0315'FOR 5.5 MILES TO A SIDE ROAD LEFT.  CONTINUE NW ON U.S. HIGHWAY 49 FOR
 EH0315'1 MILE TO A FRAME HOUSE AND THE MARK ON THE RIGHT.  NOTE-- THE DISK
 EH0315'HAS BEEN SCARED MAKING THE STAMPING HARD TO READ.
 EH0315
 EH0315                          STATION RECOVERY (2005)
 EH0315
 EH0315'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (ADB)
 EH0315'MARK NOT FOUND, MARK NOT RECOVERED
 EH0315' 
 EH0315'DESCRIPTION OF POINT PUTS IT ON THE EDGE OF A FIELD THAT HAS RECENTLY
 EH0315'BEEN LANDFORMED.  NO PIECES OF CONCRETE 4X4 FOUND AROUND SITE.
 EH0315
 EH0315                          STATION RECOVERY (2005)
 EH0315
 EH0315'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (ADB)
 EH0315'MARK WAS ON THE END OF A RECENTLY PRECISION GRADED LAND FORMED FIELD.
 EH0315'A END DITCH WAS LOCATED RIGHT WHERE THE MARK WAS FORMALLY FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0316 ***********************************************************************
 EH0316  DESIGNATION -  49 V 109 RESET
 EH0316  PID         -  EH0316
 EH0316  STATE/COUNTY-  MS/COAHOMA
 EH0316  USGS QUAD   -  TUTWILER (1967)
 EH0316
 EH0316                         *CURRENT SURVEY CONTROL
 EH0316  ___________________________________________________________________
 EH0316* NAD 83(1986)-  34 05 15.     (N)    090 29 46.     (W)     SCALED    
 EH0316* NAVD 88     -        49.08   (+/-2cm)     161.0    (feet)  VERTCON   
 EH0316  ___________________________________________________________________
 EH0316  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EH0316  VERT ORDER  -  THIRD (See Below)
 EH0316
 EH0316.The horizontal coordinates were scaled from a topographic map and have
 EH0316.an estimated accuracy of +/- 6 seconds.
 EH0316
 EH0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0316.The vertical order pertains to the NGVD 29 superseded value.
 EH0316
 EH0316.The geoid height was determined by GEOID03.
 EH0316
 EH0316;                    North         East    Units  Estimated Accuracy
 EH0316;SPC MS W     -   508,660.      684,980.      MT  (+/- 180 meters Scaled)
 EH0316
 EH0316                          SUPERSEDED SURVEY CONTROL
 EH0316
 EH0316  NGVD 29 (??/??/??)   49.11   (m)          161.1    (f) RESET       3  
 EH0316
 EH0316.Superseded values are not recommended for survey control.
 EH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0316.See file dsdata.txt to determine how the superseded data were derived.
 EH0316
 EH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT310746(NAD 83)
 EH0316_MARKER: DB = BENCH MARK DISK
 EH0316_SETTING: 0 = UNSPECIFIED SETTING
 EH0316_STAMPING: 49V 109 RESET 1974
 EH0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0316
 EH0316  HISTORY     - Date     Condition        Report By
 EH0316  HISTORY     - 1974     MONUMENTED       NGS
 EH0316
 EH0316                          STATION DESCRIPTION
 EH0316
 EH0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0316'7.0 MI NW FROM TUTWILER.
 EH0316'LOCATED ABOUT 7.0 MILE NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE
 EH0316'JUNCTION OF U.S. HIGHWAY 49 W AND 49 E IN TUTWILER, ON PROPERTY OWNED
 EH0316'BY T.G. FLOWERS.  IT IS 99 FEET EAST OF A POWER POLE WEST OF THE ROAD,
 EH0316'51.5 FEET EAST OF U.S. HIGHWAY 49, 80 FEET NORTH OF THE CENTER OF A
 EH0316'FIELD ROAD, 2 FEET NORTH OF A 10 FOOT POLE GUARDING A TELEPHONE CABLE
 EH0316'JUNCTION AND 0.6 FEET SOUTH OF A METAL WITHNESS POST.  IT IS A SHORT
 EH0316'ROD TYPE MARK AND THE DISK STAMPED 49V 109 RESET 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0442 ***********************************************************************
 CP0442  DESIGNATION -  49 V 11
 CP0442  PID         -  CP0442
 CP0442  STATE/COUNTY-  MS/HINDS
 CP0442  USGS QUAD   -  POCAHONTAS (1980)
 CP0442
 CP0442                         *CURRENT SURVEY CONTROL
 CP0442  ___________________________________________________________________
 CP0442* NAD 83(1986)-  32 25 19.     (N)    090 17 43.     (W)     SCALED    
 CP0442* NAVD 88     -        73.589  (meters)     241.43   (feet)  ADJUSTED  
 CP0442  ___________________________________________________________________
 CP0442  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0442  DYNAMIC HT  -          73.504 (meters)     241.15  (feet)  COMP
 CP0442  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CP0442
 CP0442  VERT ORDER  -  SECOND    CLASS 0
 CP0442
 CP0442.The horizontal coordinates were scaled from a topographic map and have
 CP0442.an estimated accuracy of +/- 6 seconds.
 CP0442
 CP0442.The orthometric height was determined by differential leveling
 CP0442.and adjusted in June 1991.
 CP0442
 CP0442.The geoid height was determined by GEOID03.
 CP0442
 CP0442.The dynamic height is computed by dividing the NAVD 88
 CP0442.geopotential number by the normal gravity value computed on the
 CP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0442.degrees latitude (g = 980.6199 gals.).
 CP0442
 CP0442.The modeled gravity was interpolated from observed gravity values.
 CP0442
 CP0442;                    North         East    Units  Estimated Accuracy
 CP0442;SPC MS W     -   323,940.      703,580.      MT  (+/- 180 meters Scaled)
 CP0442
 CP0442                          SUPERSEDED SURVEY CONTROL
 CP0442
 CP0442  NGVD 29 (??/??/92)   73.677  (m)          241.72   (f) ADJ UNCH    2 0
 CP0442
 CP0442.Superseded values are not recommended for survey control.
 CP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0442.See file dsdata.txt to determine how the superseded data were derived.
 CP0442
 CP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR543904(NAD 83)
 CP0442_MARKER: DD = SURVEY DISK
 CP0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0442_STAMPING: BM 49V-11 1960
 CP0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0442+STABILITY: SURFACE MOTION
 CP0442
 CP0442  HISTORY     - Date     Condition        Report By
 CP0442  HISTORY     - 1960     MONUMENTED       MSHD
 CP0442  HISTORY     - 1977     GOOD             MSHD
 CP0442
 CP0442                          STATION DESCRIPTION
 CP0442
 CP0442'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0442'10.5 MI NW FROM JACKSON.
 CP0442'THE MARK IS LOCATED 10.5 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0442'JACKSON UNDER A WALK AT THE PINE GROVE BAPTIST CHURCH, 6 MILES
 CP0442'NORTHEAST OF CLINTON IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF
 CP0442'SECTION 28, T 7N, R 1W.  IT IS 76.5 FEET WEST OF THE CENTER OF THE
 CP0442'SOUTH BOUND LANE OF U.S. HIGHWAY 49, 117 FEET NORTH OF THE CENTER OF
 CP0442'PINE GROVE ROAD, 21 FEET WEST-SOUTHWEST OF A RIGHT OF WAY MARKER, 10.5
 CP0442'FEET WEST OF THE NORTHWEST CORNER OF THE BRICK CHURCH SIGN, 4 FEET
 CP0442'SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK CHURCH, 1.4 FEET
 CP0442'NORTH OF THE SOUTH EDGE OF A WALK SET IN THE TOP OF A SQUARE CONCRETE
 CP0442'POST UNDER A WALK ACCESS WHICH IS HAD THROUGH A 3 1/4 INCH IRON PIPE
 CP0442'WITH A COVER ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY AND 3
 CP0442'INCHES BELOW THE LEVEL OF THE WALK.  NOTE-- THE U.S. POST OFFICE IN
 CP0442'JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION OF
 CP0442'WOODROW WILSON DRIVE.  TURN LEFT AND GO WEST ON WOODROW WILSON DRIVE
 CP0442'FOR 0.6 MILE TO A FIVE POINT INTERSECTION. CONTINUE NORTHWEST ON DELTA
 CP0442'DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO THE I-220 OVERPASS. CONTINUE
 CP0442'NORTHWEST ON U.S. HIGHWAY 49 FOR 5.6 MILES TO THE CHURCH AND THE MARK
 CP0442'ON THE LEFT JUST BEYOND PINE GROVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3314 ***********************************************************************
 BH3314  DESIGNATION -  49 V 11 A
 BH3314  PID         -  BH3314
 BH3314  STATE/COUNTY-  MS/HARRISON
 BH3314  USGS QUAD   -  WORTHAM (1983)
 BH3314
 BH3314                         *CURRENT SURVEY CONTROL
 BH3314  ___________________________________________________________________
 BH3314* NAD 83(1986)-  30 34 28.     (N)    089 07 37.     (W)     SCALED    
 BH3314* NAVD 88     -        20.672  (meters)      67.82   (feet)  ADJUSTED  
 BH3314  ___________________________________________________________________
 BH3314  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH3314  DYNAMIC HT  -          20.645 (meters)      67.73  (feet)  COMP
 BH3314  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 BH3314
 BH3314  VERT ORDER  -  SECOND    CLASS II
 BH3314
 BH3314.The horizontal coordinates were scaled from a topographic map and have
 BH3314.an estimated accuracy of +/- 6 seconds.
 BH3314
 BH3314.The orthometric height was determined by differential leveling
 BH3314.and adjusted in May 1996.
 BH3314
 BH3314.The geoid height was determined by GEOID03.
 BH3314
 BH3314.The dynamic height is computed by dividing the NAVD 88
 BH3314.geopotential number by the normal gravity value computed on the
 BH3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3314.degrees latitude (g = 980.6199 gals.).
 BH3314
 BH3314.The modeled gravity was interpolated from observed gravity values.
 BH3314
 BH3314;                    North         East    Units  Estimated Accuracy
 BH3314;SPC MS E     -   119,140.      271,840.      MT  (+/- 180 meters Scaled)
 BH3314
 BH3314                          SUPERSEDED SURVEY CONTROL
 BH3314
 BH3314.No superseded survey control is available for this station.
 BH3314
 BH3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU960843(NAD 83)
 BH3314_MARKER: DD = SURVEY DISK
 BH3314_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3314_SP_SET: BOX CULVERT
 BH3314_STAMPING: BM 49 V 11A 1988
 BH3314_MARK LOGO: MSHD  
 BH3314_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3314+STABILITY: SURFACE MOTION
 BH3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3314+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3314
 BH3314  HISTORY     - Date     Condition        Report By
 BH3314  HISTORY     - 1988     MONUMENTED       MSHD
 BH3314
 BH3314                          STATION DESCRIPTION
 BH3314
 BH3314'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3314'MARK IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH OF GULFPORT, IN A
 BH3314'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.6 MI (9.0
 BH3314'KM) NORTH OF LYMAN, 4 MI (6.4 KM) SOUTH OF SAUCIER AND IS IN SECTION
 BH3314'30, T 5S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER U.S. HIGHWAY
 BH3314'49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49
 BH3314'FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF STATE HIGHWAY 53 AT LYMAN,
 BH3314'CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 5.6 MI (9.0 KM) TO THE MARK ON
 BH3314'THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE JUNCTION OF U.S.
 BH3314'HIGHWAY 49 AND STATE HIGHWAY 67 AT THE EAST EDGE OF SAUCIER, BY GOING
 BH3314'SOUTH ON U.S. HIGHWAY 49 FOR 4 MI (6.4 KM) TO THE MARK ON THE LEFT.
 BH3314'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH
 BH3314'END OF THE EAST HEADWALL OF A 16 X 6 FOOT CONCRETE BOX CULVERT, 23 FT
 BH3314'(7.0 M) EAST OF THE CENTER OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M)
 BH3314'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0574 ***********************************************************************
 EH0574  DESIGNATION -  49 V 110
 EH0574  PID         -  EH0574
 EH0574  STATE/COUNTY-  MS/COAHOMA
 EH0574  USGS QUAD   -  MATTSON (1967)
 EH0574
 EH0574                         *CURRENT SURVEY CONTROL
 EH0574  ___________________________________________________________________
 EH0574* NAD 83(1986)-  34 06 34.     (N)    090 30 42.     (W)     SCALED    
 EH0574* NAVD 88     -        48.656  (meters)     159.63   (feet)  ADJUSTED  
 EH0574  ___________________________________________________________________
 EH0574  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH0574  DYNAMIC HT  -          48.608 (meters)     159.47  (feet)  COMP
 EH0574  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 EH0574
 EH0574  VERT ORDER  -  SECOND    CLASS 0
 EH0574
 EH0574.The horizontal coordinates were scaled from a topographic map and have
 EH0574.an estimated accuracy of +/- 6 seconds.
 EH0574
 EH0574.The orthometric height was determined by differential leveling
 EH0574.and adjusted in June 1991.
 EH0574
 EH0574.The geoid height was determined by GEOID03.
 EH0574
 EH0574.The dynamic height is computed by dividing the NAVD 88
 EH0574.geopotential number by the normal gravity value computed on the
 EH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0574.degrees latitude (g = 980.6199 gals.).
 EH0574
 EH0574.The modeled gravity was interpolated from observed gravity values.
 EH0574
 EH0574;                    North         East    Units  Estimated Accuracy
 EH0574;SPC MS W     -   511,100.      683,550.      MT  (+/- 180 meters Scaled)
 EH0574
 EH0574                          SUPERSEDED SURVEY CONTROL
 EH0574
 EH0574  NGVD 29 (??/??/??)   48.687  (m)          159.73   (f) ADJUSTED    2 0
 EH0574
 EH0574.Superseded values are not recommended for survey control.
 EH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0574.See file dsdata.txt to determine how the superseded data were derived.
 EH0574
 EH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT295770(NAD 83)
 EH0574_MARKER: DD = SURVEY DISK
 EH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0574_STAMPING: BM 49V-110 1961
 EH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0574+STABILITY: SURFACE MOTION
 EH0574
 EH0574  HISTORY     - Date     Condition        Report By
 EH0574  HISTORY     - 1961     MONUMENTED       MSHD
 EH0574  HISTORY     - 1973     GOOD             MSHD
 EH0574  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH0574
 EH0574                          STATION DESCRIPTION
 EH0574
 EH0574'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0574'7.4 MI SE FROM CLARKSDALE.
 EH0574'THE MARK IS LOCATED 7.4 MILES SE OF CLARKSDALE NEAR THE SE CORNER OF A
 EH0574'TENANT HOUSE OWNED BY MR. ROY FLOWERS, 2.6 MILES NW OF DUBLIN AND IS
 EH0574'NEAR THE CENTER OF SECTION 21, T 26N, R 5W. IT IS 86 FEET SW OF THE
 EH0574'CENTER OF HIGHWAY 49, 85.5 FEET SOUTH OF A POWER POLE WITH A GUY WIRE,
 EH0574'64 FEET NW OF A PITCHER PUMP, 6 FEET ENE OF THE PROJECTED PLANE OF THE
 EH0574'EAST WALL OF A FRAME HOUSE, 3 FEET SE OF THE SE CORNER OF THE PORCH OF
 EH0574'A FRAME HOUSE SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 3
 EH0574'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO
 EH0574'TEACH FROM THE JUNCTION U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON
 EH0574'U.S. HIGHWAY 49 FOR 6 MILES TO A CROSSROAD. CONTINUE SE ON U.S.
 EH0574'HIGHWAY 49 FOR 0.6 MILE TO A FRAME HOUSE AND THE MARK ON THE RIGHT.
 EH0574'NOTE-- THE DISK WAS FOUND TO BE SCARED MAKING THE STAMPING HARD TO
 EH0574'READ.
 EH0574
 EH0574                          STATION RECOVERY (2003)
 EH0574
 EH0574'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0574'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0575 ***********************************************************************
 EH0575  DESIGNATION -  49 V 111
 EH0575  PID         -  EH0575
 EH0575  STATE/COUNTY-  MS/COAHOMA
 EH0575  USGS QUAD   -  CLARKSDALE (1967)
 EH0575
 EH0575                         *CURRENT SURVEY CONTROL
 EH0575  ___________________________________________________________________
 EH0575* NAD 83(1986)-  34 07 53.     (N)    090 31 48.     (W)     SCALED    
 EH0575* NAVD 88     -        49.267  (meters)     161.64   (feet)  ADJUSTED  
 EH0575  ___________________________________________________________________
 EH0575  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EH0575  DYNAMIC HT  -          49.219 (meters)     161.48  (feet)  COMP
 EH0575  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 EH0575
 EH0575  VERT ORDER  -  SECOND    CLASS 0
 EH0575
 EH0575.The horizontal coordinates were scaled from a topographic map and have
 EH0575.an estimated accuracy of +/- 6 seconds.
 EH0575
 EH0575.The orthometric height was determined by differential leveling
 EH0575.and adjusted in June 1991.
 EH0575
 EH0575.The geoid height was determined by GEOID03.
 EH0575
 EH0575.The dynamic height is computed by dividing the NAVD 88
 EH0575.geopotential number by the normal gravity value computed on the
 EH0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0575.degrees latitude (g = 980.6199 gals.).
 EH0575
 EH0575.The modeled gravity was interpolated from observed gravity values.
 EH0575
 EH0575;                    North         East    Units  Estimated Accuracy
 EH0575;SPC MS W     -   513,540.      681,860.      MT  (+/- 180 meters Scaled)
 EH0575
 EH0575                          SUPERSEDED SURVEY CONTROL
 EH0575
 EH0575  NGVD 29 (??/??/??)   49.299  (m)          161.74   (f) ADJUSTED    2 0
 EH0575
 EH0575.Superseded values are not recommended for survey control.
 EH0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0575.See file dsdata.txt to determine how the superseded data were derived.
 EH0575
 EH0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT277794(NAD 83)
 EH0575_MARKER: DD = SURVEY DISK
 EH0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0575_STAMPING: BM 49V-111 1961
 EH0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0575+STABILITY: SURFACE MOTION
 EH0575
 EH0575  HISTORY     - Date     Condition        Report By
 EH0575  HISTORY     - 1961     MONUMENTED       MSHD
 EH0575  HISTORY     - 1973     GOOD             MSHD
 EH0575  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0575
 EH0575                          STATION DESCRIPTION
 EH0575
 EH0575'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0575'5.5 MI SE FROM CLARKSDALE.
 EH0575'THE MARK IS LOCATED 5.5 MILES SE OF THE COURTHOUSE IN CLARKSDALE, 4.5
 EH0575'MILES NW OF DUBLIN IN THE SW ANGLE OF THE CROSSING OF THE ICRR TRACK
 EH0575'WITH A BLACK TOP ROAD NEAR THE CENTER OF THE NORTH SIDE OF SECTION 17,
 EH0575'T 26N, R 3W.  IT IS 23.5 FEET SW OF THE SW RAIL, 43 FEET NE OF THE
 EH0575'CENTER OF A GRAVELED ROAD, 36 FEET SE OF ANOTHER GRAVELED ROAD, 26.5
 EH0575'FEET EAST-SOUTHEAST OF A RAILROAD STOP SIGN, 1.5 FEET NORTH OF
 EH0575'TELEPHONE POLE NO. 201, 1 FOOT SE OF A METAL WITNESS POST SET IN THE
 EH0575'TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF
 EH0575'THE TRACK AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF
 EH0575'U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 2.7
 EH0575'MILES TO THE JUNCTION OF STATE HIGHWAY 322. CONTINUE SE ON U.S.
 EH0575'HIGHWAY 49 FOR 2.2 MILES TO A CROSSROAD. TURN RIGHT AND GO WEST ON A
 EH0575'GRAVELED ROAD FOR 0.2 MILE TO THE RAILROAD TRACK AND THE MARK ON THE
 EH0575'LEFT.
 EH0575
 EH0575                          STATION RECOVERY (2003)
 EH0575
 EH0575'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0580 ***********************************************************************
 EH0580  DESIGNATION -  49 V 112
 EH0580  PID         -  EH0580
 EH0580  STATE/COUNTY-  MS/COAHOMA
 EH0580  USGS QUAD   -  CLARKSDALE (1967)
 EH0580
 EH0580                         *CURRENT SURVEY CONTROL
 EH0580  ___________________________________________________________________
 EH0580* NAD 83(1986)-  34 09 56.     (N)    090 32 54.     (W)     SCALED    
 EH0580* NAVD 88     -        48.664  (meters)     159.66   (feet)  ADJUSTED  
 EH0580  ___________________________________________________________________
 EH0580  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EH0580  DYNAMIC HT  -          48.616 (meters)     159.50  (feet)  COMP
 EH0580  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 EH0580
 EH0580  VERT ORDER  -  SECOND    CLASS 0
 EH0580
 EH0580.The horizontal coordinates were scaled from a topographic map and have
 EH0580.an estimated accuracy of +/- 6 seconds.
 EH0580
 EH0580.The orthometric height was determined by differential leveling
 EH0580.and adjusted in June 1991.
 EH0580
 EH0580.The geoid height was determined by GEOID03.
 EH0580
 EH0580.The dynamic height is computed by dividing the NAVD 88
 EH0580.geopotential number by the normal gravity value computed on the
 EH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0580.degrees latitude (g = 980.6199 gals.).
 EH0580
 EH0580.The modeled gravity was interpolated from observed gravity values.
 EH0580
 EH0580;                    North         East    Units  Estimated Accuracy
 EH0580;SPC MS W     -   517,330.      680,180.      MT  (+/- 180 meters Scaled)
 EH0580
 EH0580                          SUPERSEDED SURVEY CONTROL
 EH0580
 EH0580  NGVD 29 (??/??/??)   48.703  (m)          159.79   (f) ADJUSTED    2 0
 EH0580
 EH0580.Superseded values are not recommended for survey control.
 EH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0580.See file dsdata.txt to determine how the superseded data were derived.
 EH0580
 EH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT259832(NAD 83)
 EH0580_MARKER: DB = BENCH MARK DISK
 EH0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0580_STAMPING: BM 49V-112 1961
 EH0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0580+STABILITY: SURFACE MOTION
 EH0580
 EH0580  HISTORY     - Date     Condition        Report By
 EH0580  HISTORY     - 1961     MONUMENTED       MSHD
 EH0580  HISTORY     - 1973     GOOD             MSHD
 EH0580  HISTORY     - 20030623 POOR             USACE
 EH0580
 EH0580                          STATION DESCRIPTION
 EH0580
 EH0580'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0580'3 MI SE FROM CLARKSDALE.
 EH0580'THE MARK IS LOCATED 3 MILES SE OF THE COURTHOUSE IN CLARKSDALE AT THE
 EH0580'SOUTH END OF THE SW WINGWALL OF A DOUBLE 5 FOOT CONCRETE BOX CULVERT,
 EH0580'0.5 MILE NW OF THE JUNCTION OF STATE HIGHWAY 322 AND U.S. HIGHWAY 49
 EH0580'IN THE NE 1/4 OF THE SW 1/4 OF SECTION 31, T 27N, R 3W.  IT IS 22 FEET
 EH0580'SW OF THE CENTER OF HIGHWAY 49, 5 FEET SW OF THE SE END OF THE SW
 EH0580'HEADWALL OF A DOUBLE BOX CULVERT, 1 FOOT SE OF A METAL WITNESS POST
 EH0580'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 4 FEET BELOW
 EH0580'THE LEVEL OF THE HIGHWAY AND IS 10 INCHES BELOW THE GROUND. TO REACH
 EH0580'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON
 EH0580'U.S. HIGHWAY 49 FOR 0.95 MILE TO A CROSSROAD. CONTINUE SE ON U.S.
 EH0580'HIGHWAY 49 FOR 1.35 MILES TO THE CULVERT AND THE MARK ON THE RIGHT.
 EH0580
 EH0580                          STATION RECOVERY (2003)
 EH0580
 EH0580'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0580'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0581 ***********************************************************************
 EH0581  DESIGNATION -  49 V 113
 EH0581  PID         -  EH0581
 EH0581  STATE/COUNTY-  MS/COAHOMA
 EH0581  USGS QUAD   -  CLARKSDALE (1967)
 EH0581
 EH0581                         *CURRENT SURVEY CONTROL
 EH0581  ___________________________________________________________________
 EH0581* NAD 83(1986)-  34 10 51.     (N)    090 33 24.     (W)     SCALED    
 EH0581* NAVD 88     -        50.790  (meters)     166.63   (feet)  ADJUSTED  
 EH0581  ___________________________________________________________________
 EH0581  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0581  DYNAMIC HT  -          50.740 (meters)     166.47  (feet)  COMP
 EH0581  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 EH0581
 EH0581  VERT ORDER  -  SECOND    CLASS 0
 EH0581
 EH0581.The horizontal coordinates were scaled from a topographic map and have
 EH0581.an estimated accuracy of +/- 6 seconds.
 EH0581
 EH0581.The orthometric height was determined by differential leveling
 EH0581.and adjusted in June 1991.
 EH0581
 EH0581.The geoid height was determined by GEOID03.
 EH0581
 EH0581.The dynamic height is computed by dividing the NAVD 88
 EH0581.geopotential number by the normal gravity value computed on the
 EH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0581.degrees latitude (g = 980.6199 gals.).
 EH0581
 EH0581.The modeled gravity was interpolated from observed gravity values.
 EH0581
 EH0581;                    North         East    Units  Estimated Accuracy
 EH0581;SPC MS W     -   519,030.      679,410.      MT  (+/- 180 meters Scaled)
 EH0581
 EH0581                          SUPERSEDED SURVEY CONTROL
 EH0581
 EH0581  NGVD 29 (??/??/??)   50.835  (m)          166.78   (f) ADJUSTED    2 0
 EH0581
 EH0581.Superseded values are not recommended for survey control.
 EH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0581.See file dsdata.txt to determine how the superseded data were derived.
 EH0581
 EH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT251849(NAD 83)
 EH0581_MARKER: DD = SURVEY DISK
 EH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0581_STAMPING: BM 49V-113 1961
 EH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0581+STABILITY: SURFACE MOTION
 EH0581
 EH0581  HISTORY     - Date     Condition        Report By
 EH0581  HISTORY     - 1961     MONUMENTED       MSHD
 EH0581  HISTORY     - 1973     GOOD             MSHD
 EH0581  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0581
 EH0581                          STATION DESCRIPTION
 EH0581
 EH0581'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0581'2 MI SE FROM CLARKSDALE.
 EH0581'THE MARK IS LOCATED 2 MILES SE OF THE COURTHOUSE IN CLARKSDALE ON THE
 EH0581'SE SIDE OF A DRIVEWAY ON THE SE SIDE OF THE STEPHENS ADAMSON M.F.C. IN
 EH0581'THE SE 1/4 OF SECTION 25, T 27N, R 4W.  IT IS 97 FEET SW OF THE CENTER
 EH0581'OF HIGHWAY 49, 73 FEET SE OF THE SE CORNER OF THE BUILDING, 5 FEET ENE
 EH0581'OF THE PROJECTED PLANE OF THE EAST WALL OF THE BUILDING, 85 FEET SSW
 EH0581'OF A FIRE PLUG, 73 FEET SW OF A TELEPHONE CABLE POLE, 35 FEET SE OF
 EH0581'THE CENTER OF A DRIVEWAY, 1.5 FEET SE OF A CHAIN FENCE SET IN THE TOP
 EH0581'OF A 10 INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 EH0581'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF
 EH0581'U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 1
 EH0581'MILE TO A CROSSROAD. CONTINUE SE OF U.S. HIGHWAY 49 FOR 0.1 MILE TO
 EH0581'THE STEPHENS ADAMSON M.F.C. AND THE MARK ON THE RIGHT.
 EH0581
 EH0581                          STATION RECOVERY (2003)
 EH0581
 EH0581'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0581'AREA NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0582 ***********************************************************************
 EH0582  DESIGNATION -  49 V 114
 EH0582  PID         -  EH0582
 EH0582  STATE/COUNTY-  MS/COAHOMA
 EH0582  USGS QUAD   -  CLARKSDALE (1967)
 EH0582
 EH0582                         *CURRENT SURVEY CONTROL
 EH0582  ___________________________________________________________________
 EH0582* NAD 83(1986)-  34 11 40.     (N)    090 33 49.     (W)     SCALED    
 EH0582* NAVD 88     -        51.650  (meters)     169.46   (feet)  ADJUSTED  
 EH0582  ___________________________________________________________________
 EH0582  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH0582  DYNAMIC HT  -          51.600 (meters)     169.29  (feet)  COMP
 EH0582  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EH0582
 EH0582  VERT ORDER  -  SECOND    CLASS 0
 EH0582
 EH0582.The horizontal coordinates were scaled from a topographic map and have
 EH0582.an estimated accuracy of +/- 6 seconds.
 EH0582
 EH0582.The orthometric height was determined by differential leveling
 EH0582.and adjusted in June 1991.
 EH0582
 EH0582.The geoid height was determined by GEOID03.
 EH0582
 EH0582.The dynamic height is computed by dividing the NAVD 88
 EH0582.geopotential number by the normal gravity value computed on the
 EH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0582.degrees latitude (g = 980.6199 gals.).
 EH0582
 EH0582.The modeled gravity was interpolated from observed gravity values.
 EH0582
 EH0582;                    North         East    Units  Estimated Accuracy
 EH0582;SPC MS W     -   520,540.      678,780.      MT  (+/- 180 meters Scaled)
 EH0582
 EH0582                          SUPERSEDED SURVEY CONTROL
 EH0582
 EH0582  NGVD 29 (??/??/??)   51.690  (m)          169.59   (f) ADJUSTED    2 0
 EH0582
 EH0582.Superseded values are not recommended for survey control.
 EH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0582.See file dsdata.txt to determine how the superseded data were derived.
 EH0582
 EH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT245864(NAD 83)
 EH0582_MARKER: DD = SURVEY DISK
 EH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0582_STAMPING: BM 49V-114 1961
 EH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0582+STABILITY: SURFACE MOTION
 EH0582
 EH0582  HISTORY     - Date     Condition        Report By
 EH0582  HISTORY     - 1961     MONUMENTED       MSHD
 EH0582  HISTORY     - 1973     GOOD             MSHD
 EH0582  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0582
 EH0582                          STATION DESCRIPTION
 EH0582
 EH0582'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0582'IN CLARKSDALE.
 EH0582'THE MARK IS LOCATED 0.9 MILE SE OF THE COURTHOUSE IN CLARKSDALE IN THE
 EH0582'EAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 49 AND 61 ALONG THE NW EDGE
 EH0582'OF A TRIANGLE FORMED BY ROADS IN THE NE 1/4 OF THE SW 1/4 OF SECTION
 EH0582'24, T 27N, R 4W.  IT IS 62 FEET SE OF THE CENTER OF HIGHWAY 61, 29
 EH0582'FEET NE OF THE CENTER OF HIGHWAY 49, 34 FEET WEST OF THE CENTER OF A
 EH0582'FLARE, 9 FEET SSW OF THE SOUTH CORNER OF A STORM SEWER, 58.5 FEET SW
 EH0582'OF A POLE WITH A LAMP ON IT, 2 FEET NE OF A POLE WITH A SIGNAL CONTROL
 EH0582'BOX ON IT SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1/2
 EH0582'FOOT BELOW THE LEVEL OF THE STREET AND IS 2 INCHES BELOW THE GROUND.
 EH0582
 EH0582                          STATION RECOVERY (2003)
 EH0582
 EH0582'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0450 ***********************************************************************
 CP0450  DESIGNATION -  49 V 12
 CP0450  PID         -  CP0450
 CP0450  STATE/COUNTY-  MS/HINDS
 CP0450  USGS QUAD   -  POCAHONTAS (1980)
 CP0450
 CP0450                         *CURRENT SURVEY CONTROL
 CP0450  ___________________________________________________________________
 CP0450* NAD 83(1986)-  32 27 14.     (N)    090 17 33.     (W)     SCALED    
 CP0450* NAVD 88     -        69.801  (meters)     229.01   (feet)  ADJUSTED  
 CP0450  ___________________________________________________________________
 CP0450  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CP0450  DYNAMIC HT  -          69.721 (meters)     228.74  (feet)  COMP
 CP0450  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CP0450
 CP0450  VERT ORDER  -  SECOND    CLASS 0
 CP0450
 CP0450.The horizontal coordinates were scaled from a topographic map and have
 CP0450.an estimated accuracy of +/- 6 seconds.
 CP0450
 CP0450.The orthometric height was determined by differential leveling
 CP0450.and adjusted in June 1991.
 CP0450
 CP0450.The geoid height was determined by GEOID03.
 CP0450
 CP0450.The dynamic height is computed by dividing the NAVD 88
 CP0450.geopotential number by the normal gravity value computed on the
 CP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0450.degrees latitude (g = 980.6199 gals.).
 CP0450
 CP0450.The modeled gravity was interpolated from observed gravity values.
 CP0450
 CP0450;                    North         East    Units  Estimated Accuracy
 CP0450;SPC MS W     -   327,480.      703,840.      MT  (+/- 180 meters Scaled)
 CP0450
 CP0450                          SUPERSEDED SURVEY CONTROL
 CP0450
 CP0450  NGVD 29 (??/??/92)   69.891  (m)          229.30   (f) ADJ UNCH    2 0
 CP0450
 CP0450.Superseded values are not recommended for survey control.
 CP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0450.See file dsdata.txt to determine how the superseded data were derived.
 CP0450
 CP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR545939(NAD 83)
 CP0450_MARKER: DR = REFERENCE MARK DISK
 CP0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0450_STAMPING: BM 49V-12 1960
 CP0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0450+STABILITY: SURFACE MOTION
 CP0450
 CP0450  HISTORY     - Date     Condition        Report By
 CP0450  HISTORY     - 1960     MONUMENTED       MSHD
 CP0450  HISTORY     - 1977     GOOD             MSHD
 CP0450
 CP0450                          STATION DESCRIPTION
 CP0450
 CP0450'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0450'12.2 MI NW FROM JACKSON.
 CP0450'THE MARK IS LOCATED 12.2 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0450'JACKSON IN A PASTURE ON THE SITE OF AN ABANDONED HOUSE, 8.3 MILES
 CP0450'NORTHEAST OF CLINTON, 1.4 MILES SOUTH OF THE COMMUNITY OF POCAHONTAS,
 CP0450'1.1 MILES SOUTH OF A ROADSIDE PARK AND INDIAN MOUNDS IN THE NORTHWEST
 CP0450'1/4 OF SECTION 15, T 7N, R 1W AND ON THE PROPERTY OF MR. BEAUMONT
 CP0450'VIRDEN.  IT IS 242 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 CP0450'U.S. HIGHWAY 49, 77 FEET SOUTH OF THE PROJECTED CENTER OF THE DRIVEWAY
 CP0450'LEADING TO THE ABANDONED HOUSE, 188 FEET WEST OF A POWER POLE, 55.5
 CP0450'FEET EAST OF THE EAST EDGE OF A CISTERN, 50 FEET SOUTHWEST OF A 48
 CP0450'INCH PECAN, 28.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP0450'ABANDONED HOUSE, 22 FEET NORTHEAST OF A 30 INCH PECAN, 2.5 FEET SOUTH
 CP0450'OF A FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP
 CP0450'OF A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0450'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR
 CP0450'1.95 MILES TO THE INTERSECTION OF WOODROW WILSON DRIVE. TURN LEFT AND
 CP0450'GO WEST ON WOODROW WILSON DRIVE FOR 0.9 MILE TO A FIVE POINT
 CP0450'INTERSECTION.  CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR
 CP0450'3.2 MILES TO THE I-220 OVERPASS.  CONTINUE NORTHWEST ON U.S. HIGHWAY
 CP0450'49 FOR 9.1 MILES TO A SIDE ROAD LEFT CONTINUE NORTH ON U.S. HIGHWAY 49
 CP0450'FOR 0.8 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3315 ***********************************************************************
 BH3315  DESIGNATION -  49 V 12 A
 BH3315  PID         -  BH3315
 BH3315  STATE/COUNTY-  MS/HARRISON
 BH3315  USGS QUAD   -  WORTHAM (1983)
 BH3315
 BH3315                         *CURRENT SURVEY CONTROL
 BH3315  ___________________________________________________________________
 BH3315* NAD 83(1986)-  30 35 26.     (N)    089 07 44.     (W)     SCALED    
 BH3315* NAVD 88     -        35.255  (meters)     115.67   (feet)  ADJUSTED  
 BH3315  ___________________________________________________________________
 BH3315  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH3315  DYNAMIC HT  -          35.208 (meters)     115.51  (feet)  COMP
 BH3315  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 BH3315
 BH3315  VERT ORDER  -  SECOND    CLASS II
 BH3315
 BH3315.The horizontal coordinates were scaled from a topographic map and have
 BH3315.an estimated accuracy of +/- 6 seconds.
 BH3315
 BH3315.The orthometric height was determined by differential leveling
 BH3315.and adjusted in May 1996.
 BH3315
 BH3315.The geoid height was determined by GEOID03.
 BH3315
 BH3315.The dynamic height is computed by dividing the NAVD 88
 BH3315.geopotential number by the normal gravity value computed on the
 BH3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3315.degrees latitude (g = 980.6199 gals.).
 BH3315
 BH3315.The modeled gravity was interpolated from observed gravity values.
 BH3315
 BH3315;                    North         East    Units  Estimated Accuracy
 BH3315;SPC MS E     -   120,920.      271,660.      MT  (+/- 180 meters Scaled)
 BH3315
 BH3315                          SUPERSEDED SURVEY CONTROL
 BH3315
 BH3315.No superseded survey control is available for this station.
 BH3315
 BH3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU958861(NAD 83)
 BH3315_MARKER: DD = SURVEY DISK
 BH3315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3315_SP_SET: CONCRETE PIPE CULVERT HEADWALL
 BH3315_STAMPING: BM 49 V 12A 1988
 BH3315_MARK LOGO: MSHD  
 BH3315_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3315+STABILITY: SURFACE MOTION
 BH3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3315+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH3315
 BH3315  HISTORY     - Date     Condition        Report By
 BH3315  HISTORY     - 1988     MONUMENTED       MSHD
 BH3315  HISTORY     - 20080418 GOOD             MSDOT
 BH3315
 BH3315                          STATION DESCRIPTION
 BH3315
 BH3315'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3315'MARK IS LOCATED ABOUT 15.4 MI (24.8 KM) NORTH OF GULFPORT, IN A
 BH3315'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.5 MI
 BH3315'(10.5 KM) NORTH OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 BH3315'53 AT LYMAN, 3.0 MI (4.8 KM) SOUTH OF SAUCIER AND IN SECTION 19, T
 BH3315'5S, R 11W.
 BH3315'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 67, AT
 BH3315'THE EAST EDGE OF SAUCIER, GO SOUTH ON U.S. HIGHWAY 49 FOR 2.9 MI
 BH3315'(4.7 KM) TO A CROSSROAD, CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 0.15
 BH3315'MI (0.24 KM) TO THE MARK ON THE LEFT.
 BH3315'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH
 BH3315'END OF THE EAST HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT, 27.0 FT
 BH3315'(8.2 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 BH3315'IS ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 BH3315
 BH3315                          STATION RECOVERY (2008)
 BH3315
 BH3315'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH3315'THE INTERSECTION OF U.S. 49 AND S.R. 67 MENTIONED IN THE ORIGINAL
 BH3315'DESCRIPTION IS 1.5 MILES SOUTH OF THE NEW INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2249 ***********************************************************************
 CP2249  DESIGNATION -  49 V 120
 CP2249  PID         -  CP2249
 CP2249  STATE/COUNTY-  MS/YAZOO
 CP2249  USGS QUAD   -  YAZOO CITY (1988)
 CP2249
 CP2249                         *CURRENT SURVEY CONTROL
 CP2249  ___________________________________________________________________
 CP2249* NAD 83(1986)-  32 50 50.     (N)    090 24 47.     (W)     SCALED    
 CP2249* NAVD 88     -        38.239  (meters)     125.46   (feet)  ADJUSTED  
 CP2249  ___________________________________________________________________
 CP2249  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CP2249  DYNAMIC HT  -          38.196 (meters)     125.31  (feet)  COMP
 CP2249  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CP2249
 CP2249  VERT ORDER  -  SECOND    CLASS II
 CP2249
 CP2249.The horizontal coordinates were scaled from a topographic map and have
 CP2249.an estimated accuracy of +/- 6 seconds.
 CP2249
 CP2249.The orthometric height was determined by differential leveling
 CP2249.and adjusted in June 1991.
 CP2249
 CP2249.The geoid height was determined by GEOID03.
 CP2249
 CP2249.The dynamic height is computed by dividing the NAVD 88
 CP2249.geopotential number by the normal gravity value computed on the
 CP2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2249.degrees latitude (g = 980.6199 gals.).
 CP2249
 CP2249.The modeled gravity was interpolated from observed gravity values.
 CP2249
 CP2249;                    North         East    Units  Estimated Accuracy
 CP2249;SPC MS W     -   371,100.      692,540.      MT  (+/- 180 meters Scaled)
 CP2249
 CP2249                          SUPERSEDED SURVEY CONTROL
 CP2249
 CP2249  NGVD 29 (??/??/92)   38.321  (m)          125.72   (f) ADJ UNCH    2 2
 CP2249
 CP2249.Superseded values are not recommended for survey control.
 CP2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2249.See file dsdata.txt to determine how the superseded data were derived.
 CP2249
 CP2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS421373(NAD 83)
 CP2249_MARKER: DD = SURVEY DISK
 CP2249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2249_SP_SET: BASE
 CP2249_STAMPING: BM 49V 120 1976
 CP2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2249
 CP2249  HISTORY     - Date     Condition        Report By
 CP2249  HISTORY     - 1976     MONUMENTED       MSHD
 CP2249  HISTORY     - 20050805 MARK NOT FOUND   GEOCAC
 CP2249
 CP2249                          STATION DESCRIPTION
 CP2249
 CP2249'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2249'IN YAZOO CITY.
 CP2249'THE MARK IS LOCATED NEAR THE CENTER OF YAZOO CITY ON THE GROUNDS OF
 CP2249'THE YAZOO COUNTY COURTHOUSE IN THE BASE OF THE FLAG POLE IN THE
 CP2249'NORTHWEST 1/4 OF SECTION 33, T 12N, R 2W.  IT IS 54 FEET
 CP2249'NORTH-NORTHEAST OF THE CENTER OF BROADWAY STREET (HIGHWAY 49W), 49
 CP2249'FEET EAST-SOUTHEAST OF THE CENTER OF WASHINGTON STREET, 19 FEET
 CP2249'SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE, 34 FEET NORTHEAST
 CP2249'OF A UTILITY POLE, 30.5 FEET NORTHEAST OF A FIRE PLUG, 4 FEET
 CP2249'SOUTH-SOUTHWEST OF THE FLAG POLE SET IN A DRILL HOLE IN THE BOTTOM
 CP2249'STEP OF THE CONCRETE BASE OF THE FLAG POLE AND IS ABOUT LEVEL WITH THE
 CP2249'STREET.
 CP2249
 CP2249                          STATION RECOVERY (2005)
 CP2249
 CP2249'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2250 ***********************************************************************
 CP2250  DESIGNATION -  49 V 121
 CP2250  PID         -  CP2250
 CP2250  STATE/COUNTY-  MS/YAZOO
 CP2250  USGS QUAD   -  YAZOO CITY (1988)
 CP2250
 CP2250                         *CURRENT SURVEY CONTROL
 CP2250  ___________________________________________________________________
 CP2250* NAD 83(1986)-  32 51 09.     (N)    090 25 35.     (W)     SCALED    
 CP2250* NAVD 88     -        32.561  (meters)     106.83   (feet)  ADJUSTED  
 CP2250  ___________________________________________________________________
 CP2250  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CP2250  DYNAMIC HT  -          32.525 (meters)     106.71  (feet)  COMP
 CP2250  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CP2250
 CP2250  VERT ORDER  -  SECOND    CLASS II
 CP2250
 CP2250.The horizontal coordinates were scaled from a topographic map and have
 CP2250.an estimated accuracy of +/- 6 seconds.
 CP2250
 CP2250.The orthometric height was determined by differential leveling
 CP2250.and adjusted in June 1991.
 CP2250
 CP2250.The geoid height was determined by GEOID03.
 CP2250
 CP2250.The dynamic height is computed by dividing the NAVD 88
 CP2250.geopotential number by the normal gravity value computed on the
 CP2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2250.degrees latitude (g = 980.6199 gals.).
 CP2250
 CP2250.The modeled gravity was interpolated from observed gravity values.
 CP2250
 CP2250;                    North         East    Units  Estimated Accuracy
 CP2250;SPC MS W     -   371,690.      691,290.      MT  (+/- 180 meters Scaled)
 CP2250
 CP2250                          SUPERSEDED SURVEY CONTROL
 CP2250
 CP2250  NGVD 29 (??/??/92)   32.643  (m)          107.10   (f) ADJ UNCH    2 2
 CP2250
 CP2250.Superseded values are not recommended for survey control.
 CP2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2250.See file dsdata.txt to determine how the superseded data were derived.
 CP2250
 CP2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS408378(NAD 83)
 CP2250_MARKER: DD = SURVEY DISK
 CP2250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2250_SP_SET: CULVERT
 CP2250_STAMPING: BM 49V 121 1976
 CP2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2250
 CP2250  HISTORY     - Date     Condition        Report By
 CP2250  HISTORY     - 1976     MONUMENTED       MSHD
 CP2250
 CP2250                          STATION DESCRIPTION
 CP2250
 CP2250'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2250'0.85 MI NW FROM YAZOO CITY.
 CP2250'THE MARK IS LOCATED 0.85 MILE NORTHWEST OF YAZOO CITY JUST EAST OF THE
 CP2250'EAST ENTRANCE TO A SUBDIVISION, 0.4 MILE SOUTHEAST OF THE INTERSECTION
 CP2250'OF U.S. HIGHWAY 49 WEST AND STATE HIGHWAY 3 IN THE SOUTHEAST 1/4 OF
 CP2250'THE SOUTHWEST 1/4 OF SECTION 29, T 12N, R 2W.  IT IS 28.5 FEET NORTH
 CP2250'OF THE CENTER OF HIGHWAY 49 WEST, 85 FEET EAST OF THE CENTER OF THE
 CP2250'EAST ENTRANCE TO A SUBDIVISION, 97.5 FEET SOUTHWEST OF POLE NO. R 194,
 CP2250'91 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE (SOUTH ONE OF
 CP2250'THE EAST ROW OF HOUSES), 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 CP2250'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE NORTH HEADWALL OF A
 CP2250'BOX CULVERT WITH A SHUT OFF VALVE IN THE SOUTH END AND IS ABOUT 2 FEET
 CP2250'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 CP2250'IN YAZOO CITY GO NORTHWEST ON U.S. HIGHWAY 49 WEST FOR 0.85 MILE TO
 CP2250'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DE7993 ***********************************************************************
 DE7993  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7993  DESIGNATION -  49 V 121 RESET
 DE7993  PID         -  DE7993
 DE7993  STATE/COUNTY-  MS/YAZOO
 DE7993  USGS QUAD   -  YAZOO CITY (1988)
 DE7993
 DE7993                         *CURRENT SURVEY CONTROL
 DE7993  ___________________________________________________________________
 DE7993* NAD 83(2007)-  32 51 09.54918(N)    090 25 32.95122(W)     ADJUSTED  
 DE7993* NAVD 88     -        31.56   (meters)     103.5    (feet)  GPS OBS   
 DE7993  ___________________________________________________________________
 DE7993  EPOCH DATE  -        2002.00
 DE7993  X           -     -39,859.904 (meters)                     COMP
 DE7993  Y           -  -5,363,213.086 (meters)                     COMP
 DE7993  Z           -   3,440,244.794 (meters)                     COMP
 DE7993  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DE7993  ELLIP HEIGHT-           4.693 (meters)          (02/15/08) ADJUSTED
 DE7993  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DE7993  HORZ ORDER  -  B
 DE7993  ELLP ORDER  -  FOURTH    CLASS II
 DE7993
 DE7993.The horizontal coordinates were established by GPS observations
 DE7993.and adjusted by the EMC INCORPORATED in February 2008.
 DE7993
 DE7993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE7993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE7993.The horizontal coordinates are valid at the epoch date displayed above.
 DE7993.The epoch date for horizontal control is a decimal equivalence
 DE7993.of Year/Month/Day.
 DE7993
 DE7993.The orthometric height was determined by GPS observations and a
 DE7993.high-resolution geoid model.
 DE7993.The orthometric height was determined by GPS observations and a
 DE7993.high-resolution geoid model using precise GPS observation and
 DE7993.processing techniques. It supersedes the leveled height previously
 DE7993.determined for this station.
 DE7993
 DE7993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7993
 DE7993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7993
 DE7993.The ellipsoidal height was determined by GPS observations
 DE7993.and is referenced to NAD 83.
 DE7993
 DE7993.The geoid height was determined by GEOID03.
 DE7993
 DE7993;                    North         East     Units Scale Factor Converg.
 DE7993;SPC MS W     -   371,702.676   691,342.937   MT  0.99995092   -0 03 00.6
 DE7993;SPC MS W     - 1,219,494.53  2,268,180.95   sFT  0.99995092   -0 03 00.6
 DE7993;UTM  15      - 3,637,889.078   740,901.704   MT  1.00031563   +1 23 49.6
 DE7993
 DE7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7993!SPC MS W     -   0.99999926  x   0.99995092  =   0.99995018
 DE7993!UTM  15      -   0.99999926  x   1.00031563  =   1.00031489
 DE7993
 DE7993                          SUPERSEDED SURVEY CONTROL
 DE7993
 DE7993  NAVD 88 (08/12/04)   31.56   (m)          103.5    (f) RESET       3  
 DE7993
 DE7993.Superseded values are not recommended for survey control.
 DE7993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7993.See file dsdata.txt to determine how the superseded data were derived.
 DE7993
 DE7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4090237889(NAD 83)
 DE7993_MARKER: DD = SURVEY DISK
 DE7993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7993_SP_SET: SET IN A RETAINING WALL OR CONCR
 DE7993_STAMPING: BM 49V 121 1976 1988
 DE7993_MARK LOGO: MSHD  
 DE7993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7993+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 DE7993
 DE7993  HISTORY     - Date     Condition        Report By
 DE7993  HISTORY     - 1988     MONUMENTED       MSHD
 DE7993  HISTORY     - 20061201 GOOD             EMCINC
 DE7993
 DE7993                          STATION DESCRIPTION
 DE7993
 DE7993'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DE7993'TO REACH FROM THE COURTHOUSE IN YAZOO CITY, GO WEST ON US HIGHWAY 49 W
 DE7993'FOR 0.9 MILE (1.4 KM) TO THE MARK.  STANDARD MSHD DISK SET IN TOP OF
 DE7993'SOUTHWEST END OF CONCRETE HEADWALL OF 36 INCH PIPE CULVERT UNDER
 DE7993'SOUTHEAST ENTRANCE TO MAGNOLIA HOUSING PROJECT.  76.0 FEET (23.2 M)
 DE7993'NORTHEAST OF CENTERLINE INTERSECTION OF HWY AND DRIVE, 32.5 FEET (9.9
 DE7993'M) SOUTHEAST OF CENTERLINE DRIVE, 44.6 FEET (13.6 M) SOUTH OF STREET
 DE7993'LIGHT POLE, 55.0 SOUTHWEST OF WEST CORNER OF BRICK HOUSE, 6.0 FEET
 DE7993'(1.8 M) LOWER THAN HIGHWAY.
 DE7993
 DE7993                          STATION RECOVERY (2006)
 DE7993
 DE7993'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DE7993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2251 ***********************************************************************
 CP2251  DESIGNATION -  49 V 122
 CP2251  PID         -  CP2251
 CP2251  STATE/COUNTY-  MS/YAZOO
 CP2251  USGS QUAD   -  YAZOO CITY (1988)
 CP2251
 CP2251                         *CURRENT SURVEY CONTROL
 CP2251  ___________________________________________________________________
 CP2251* NAD 83(1986)-  32 51 36.     (N)    090 26 27.     (W)     SCALED    
 CP2251* NAVD 88     -        33.766  (meters)     110.78   (feet)  ADJUSTED  
 CP2251  ___________________________________________________________________
 CP2251  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP2251  DYNAMIC HT  -          33.729 (meters)     110.66  (feet)  COMP
 CP2251  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CP2251
 CP2251  VERT ORDER  -  SECOND    CLASS II
 CP2251
 CP2251.The horizontal coordinates were scaled from a topographic map and have
 CP2251.an estimated accuracy of +/- 6 seconds.
 CP2251
 CP2251.The orthometric height was determined by differential leveling
 CP2251.and adjusted in June 1991.
 CP2251
 CP2251.The geoid height was determined by GEOID03.
 CP2251
 CP2251.The dynamic height is computed by dividing the NAVD 88
 CP2251.geopotential number by the normal gravity value computed on the
 CP2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2251.degrees latitude (g = 980.6199 gals.).
 CP2251
 CP2251.The modeled gravity was interpolated from observed gravity values.
 CP2251
 CP2251;                    North         East    Units  Estimated Accuracy
 CP2251;SPC MS W     -   372,520.      689,940.      MT  (+/- 180 meters Scaled)
 CP2251
 CP2251                          SUPERSEDED SURVEY CONTROL
 CP2251
 CP2251  NGVD 29 (??/??/92)   33.849  (m)          111.05   (f) ADJ UNCH    2 2
 CP2251
 CP2251.Superseded values are not recommended for survey control.
 CP2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2251.See file dsdata.txt to determine how the superseded data were derived.
 CP2251
 CP2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS394386(NAD 83)
 CP2251_MARKER: DD = SURVEY DISK
 CP2251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP2251_SP_SET: BRIDGE
 CP2251_STAMPING: BM 49V 122 1976
 CP2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2251
 CP2251  HISTORY     - Date     Condition        Report By
 CP2251  HISTORY     - 1976     MONUMENTED       MSHD
 CP2251
 CP2251                          STATION DESCRIPTION
 CP2251
 CP2251'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2251'1.8 MI NW FROM YAZOO CITY.
 CP2251'THE MARK IS LOCATED 1.8 MILES NORTHWEST OF THE CENTER OF YAZOO CITY IN
 CP2251'THE NORTHWEST CORNER OF THE U.S. HIGHWAY 49 WEST BRIDGE OVER THE YAZOO
 CP2251'RIVER IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 30, T 12N,
 CP2251'R 3W.  IT IS 14 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 1
 CP2251'FOOT NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 CP2251'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE CONCRETE BRIDGE AND IS
 CP2251'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 CP2251'YAZOO CITY GO NORTHWEST ON U.S. HIGHWAY 49 WEST (BROADWAY STREET) FOR
 CP2251'1.3 MILES TO THE INTERSECTION OF STATE HIGHWAY 3. CONTINUE NORTHWEST
 CP2251'ON U.S. HIGHWAY 49 WEST FOR 0.55 MILE TO THE BRIDGE AND THE MARK ON
 CP2251'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3310 ***********************************************************************
 CP3310  DESIGNATION -  49 V 122 RESET
 CP3310  PID         -  CP3310
 CP3310  STATE/COUNTY-  MS/YAZOO
 CP3310  USGS QUAD   -  YAZOO CITY (1988)
 CP3310
 CP3310                         *CURRENT SURVEY CONTROL
 CP3310  ___________________________________________________________________
 CP3310* NAD 83(1986)-  32 51 36.     (N)    090 26 27.     (W)     SCALED    
 CP3310* NAVD 88     -        35.19   (+/-2cm)     115.5    (feet)  VERTCON   
 CP3310  ___________________________________________________________________
 CP3310  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP3310  VERT ORDER  -  THIRD (See Below)
 CP3310
 CP3310.The horizontal coordinates were scaled from a topographic map and have
 CP3310.an estimated accuracy of +/- 6 seconds.
 CP3310
 CP3310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3310.The vertical order pertains to the NGVD 29 superseded value.
 CP3310
 CP3310.The geoid height was determined by GEOID03.
 CP3310
 CP3310;                    North         East    Units  Estimated Accuracy
 CP3310;SPC MS W     -   372,520.      689,940.      MT  (+/- 180 meters Scaled)
 CP3310
 CP3310                          SUPERSEDED SURVEY CONTROL
 CP3310
 CP3310  NGVD 29 (08/12/04)   35.28   (m)          115.7    (f) RESET       3  
 CP3310
 CP3310.Superseded values are not recommended for survey control.
 CP3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3310.See file dsdata.txt to determine how the superseded data were derived.
 CP3310
 CP3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS394386(NAD 83)
 CP3310_MARKER: DD = SURVEY DISK
 CP3310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3310_SP_SET: BRIDGE ABUTMENT
 CP3310_STAMPING: 49 V 122 RESET 1987
 CP3310_MARK LOGO: NGS   
 CP3310_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3310
 CP3310  HISTORY     - Date     Condition        Report By
 CP3310  HISTORY     - 1987     MONUMENTED       NGS
 CP3310
 CP3310                          STATION DESCRIPTION
 CP3310
 CP3310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CP3310'1.85 MI (2.98 KM) NORTHWEST ALONG U.S. HIGHWAY 49 WEST TO THE NORTH
 CP3310'END OF NEW ARCHED BRIDGE OVER THE YAZOO RIVER AND MARK IN TOP OF THE
 CP3310'NORTHEAST ABUTMENT, 35.0 FT (10.7 M) EAST OF THE CENTER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2252 ***********************************************************************
 CP2252  DESIGNATION -  49 V 123
 CP2252  PID         -  CP2252
 CP2252  STATE/COUNTY-  MS/YAZOO
 CP2252  USGS QUAD   -  YAZOO CITY (1988)
 CP2252
 CP2252                         *CURRENT SURVEY CONTROL
 CP2252  ___________________________________________________________________
 CP2252* NAD 83(2007)-  32 51 55.70784(N)    090 27 06.09420(W)     ADJUSTED  
 CP2252* NAVD 88     -        31.657  (meters)     103.86   (feet)  ADJUSTED  
 CP2252  ___________________________________________________________________
 CP2252  EPOCH DATE  -        2002.00
 CP2252  X           -     -42,275.684 (meters)                     COMP
 CP2252  Y           -  -5,362,423.135 (meters)                     COMP
 CP2252  Z           -   3,441,439.321 (meters)                     COMP
 CP2252  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CP2252  ELLIP HEIGHT-           4.807 (meters)          (02/15/08) ADJUSTED
 CP2252  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP2252  DYNAMIC HT  -          31.622 (meters)     103.75  (feet)  COMP
 CP2252  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 CP2252
 CP2252  HORZ ORDER  -  FIRST
 CP2252  VERT ORDER  -  SECOND    CLASS II
 CP2252  ELLP ORDER  -  FOURTH    CLASS II
 CP2252
 CP2252.The horizontal coordinates were established by GPS observations
 CP2252.and adjusted by the EMC INCORPORATED in February 2008.
 CP2252
 CP2252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2252.The horizontal coordinates are valid at the epoch date displayed above.
 CP2252.The epoch date for horizontal control is a decimal equivalence
 CP2252.of Year/Month/Day.
 CP2252
 CP2252.The orthometric height was determined by differential leveling
 CP2252.and adjusted in June 1991.
 CP2252
 CP2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2252
 CP2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2252
 CP2252.The ellipsoidal height was determined by GPS observations
 CP2252.and is referenced to NAD 83.
 CP2252
 CP2252.The geoid height was determined by GEOID03.
 CP2252
 CP2252.The dynamic height is computed by dividing the NAVD 88
 CP2252.geopotential number by the normal gravity value computed on the
 CP2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2252.degrees latitude (g = 980.6199 gals.).
 CP2252
 CP2252.The modeled gravity was interpolated from observed gravity values.
 CP2252
 CP2252;                    North         East     Units Scale Factor Converg.
 CP2252;SPC MS W     -   373,126.991   688,922.720   MT  0.99995151   -0 03 51.2
 CP2252;SPC MS W     - 1,224,167.47  2,260,240.62   sFT  0.99995151   -0 03 51.2
 CP2252;UTM  15      - 3,639,252.288   738,445.401   MT  1.00030111   +1 23 00.7
 CP2252
 CP2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2252!SPC MS W     -   0.99999925  x   0.99995151  =   0.99995076
 CP2252!UTM  15      -   0.99999925  x   1.00030111  =   1.00030036
 CP2252
 CP2252                          SUPERSEDED SURVEY CONTROL
 CP2252
 CP2252  NAVD 88 (02/15/08)   31.66   (m)          103.9    (f) LEVELING    3  
 CP2252  NGVD 29 (??/??/92)   31.741  (m)          104.14   (f) ADJ UNCH    2 2
 CP2252
 CP2252.Superseded values are not recommended for survey control.
 CP2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2252.See file dsdata.txt to determine how the superseded data were derived.
 CP2252
 CP2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3844539252(NAD 83)
 CP2252_MARKER: DD = SURVEY DISK
 CP2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2252_STAMPING: BM 49V 123 1976
 CP2252_MARK LOGO: NONE  
 CP2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2252+STABILITY: SURFACE MOTION
 CP2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2252+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CP2252
 CP2252  HISTORY     - Date     Condition        Report By
 CP2252  HISTORY     - 1976     MONUMENTED       MSHD
 CP2252  HISTORY     - 20070127 GOOD             EMCINC
 CP2252
 CP2252                          STATION DESCRIPTION
 CP2252
 CP2252'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2252'2.75 MI NW FROM YAZOO CITY.
 CP2252'THE MARK IS LOCATED 2.75 MILES NORTHWEST OF THE CENTER OF YAZOO CITY
 CP2252'IN THE EAST ANGLE OF A CROSSROAD, 0.95 MILE NORTHWEST OF THE YAZOO
 CP2252'RIVER IN THE NORTHWEST 1/4 OF SECTION 30, T 12N, R 2W.  IT IS 78.5
 CP2252'FEET NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 41 FEET SOUTHEAST OF
 CP2252'THE CENTER OF A BLACK TOP ROAD LEADING TO CARTER, 11.5 FEET
 CP2252'WEST-SOUTHWEST OF A WATER VALVE, 1.5 FEET SOUTHEAST OF A POWER POLE
 CP2252'WITH A GUY WIRE, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN THE
 CP2252'TOP OF A ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 CP2252'HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 CP2252'YAZOO CITY GO NORTHWEST ON U.S. HIGHWAY 49 WEST (BROADWAY STREET) FOR
 CP2252'1.3 MILES TO THE INTERSECTION OF STATE HIGHWAY 3.  CONTINUE NORTHWEST
 CP2252'ON U.S. HIGHWAY 49 WEST FOR 1.45 MILES TO A CROSSROAD AND THE MARK ON
 CP2252'THE RIGHT.
 CP2252
 CP2252                          STATION RECOVERY (2007)
 CP2252
 CP2252'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2253 ***********************************************************************
 CP2253  DESIGNATION -  49 V 124
 CP2253  PID         -  CP2253
 CP2253  STATE/COUNTY-  MS/YAZOO
 CP2253  USGS QUAD   -  YAZOO CITY (1988)
 CP2253
 CP2253                         *CURRENT SURVEY CONTROL
 CP2253  ___________________________________________________________________
 CP2253* NAD 83(1986)-  32 52 16.     (N)    090 27 59.     (W)     SCALED    
 CP2253* NAVD 88     -        31.036  (meters)     101.82   (feet)  ADJUSTED  
 CP2253  ___________________________________________________________________
 CP2253  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CP2253  DYNAMIC HT  -          31.002 (meters)     101.71  (feet)  COMP
 CP2253  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CP2253
 CP2253  VERT ORDER  -  SECOND    CLASS II
 CP2253
 CP2253.The horizontal coordinates were scaled from a topographic map and have
 CP2253.an estimated accuracy of +/- 6 seconds.
 CP2253
 CP2253.The orthometric height was determined by differential leveling
 CP2253.and adjusted in June 1991.
 CP2253
 CP2253.The geoid height was determined by GEOID03.
 CP2253
 CP2253.The dynamic height is computed by dividing the NAVD 88
 CP2253.geopotential number by the normal gravity value computed on the
 CP2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2253.degrees latitude (g = 980.6199 gals.).
 CP2253
 CP2253.The modeled gravity was interpolated from observed gravity values.
 CP2253
 CP2253;                    North         East    Units  Estimated Accuracy
 CP2253;SPC MS W     -   373,750.      687,550.      MT  (+/- 180 meters Scaled)
 CP2253
 CP2253                          SUPERSEDED SURVEY CONTROL
 CP2253
 CP2253  NGVD 29 (??/??/92)   31.120  (m)          102.10   (f) ADJ UNCH    2 2
 CP2253
 CP2253.Superseded values are not recommended for survey control.
 CP2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2253.See file dsdata.txt to determine how the superseded data were derived.
 CP2253
 CP2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS370398(NAD 83)
 CP2253_MARKER: DD = SURVEY DISK
 CP2253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2253_SP_SET: CULVERT
 CP2253_STAMPING: BM 49V 124 1976
 CP2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2253
 CP2253  HISTORY     - Date     Condition        Report By
 CP2253  HISTORY     - 1976     MONUMENTED       MSHD
 CP2253
 CP2253                          STATION DESCRIPTION
 CP2253
 CP2253'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2253'3.55 MI NW FROM YAZOO CITY.
 CP2253'THE MARK IS LOCATED 3.55 MILES NORTHWEST OF THE CENTER OF YAZOO CITY
 CP2253'IN A BOX CULVERT, 0.3 MILE SOUTHEAST OF A GAS LINE, 1.55 MILES
 CP2253'SOUTHEAST OF A CONCRETE BRIDGE OVER BROAD LAKE IN THE NORTHWEST 1/4 OF
 CP2253'THE SOUTHWEST 1/4 OF SECTION 24, T 12N, R 3W.  IT IS 31 FEET NORTHEAST
 CP2253'OF THE CENTER OF HIGHWAY 49W, 37.5 FEET SOUTH OF POLE NO. 97, 1 FOOT
 CP2253'SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST
 CP2253'END OF THE NORTHEAST HEADWALL OF A 5 X 5 CONCRETE BOX CULVERT AND IS
 CP2253'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 CP2253'COURTHOUSE IN YAZOO CITY GO NORTHWEST ON U.S. HIGHWAY 49W (BROADWAY
 CP2253'STREET) FOR 2.75 MILES TO A CROSSROAD. CONTINUE NORTHWEST ON U.S.
 CP2253'HIGHWAY 49W FOR 0.8 MILE TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2254 ***********************************************************************
 CP2254  DESIGNATION -  49 V 125
 CP2254  PID         -  CP2254
 CP2254  STATE/COUNTY-  MS/YAZOO
 CP2254  USGS QUAD   -  YAZOO CITY (1988)
 CP2254
 CP2254                         *CURRENT SURVEY CONTROL
 CP2254  ___________________________________________________________________
 CP2254* NAD 83(1986)-  32 52 28.     (N)    090 28 37.     (W)     SCALED    
 CP2254* NAVD 88     -        31.387  (meters)     102.98   (feet)  ADJUSTED  
 CP2254  ___________________________________________________________________
 CP2254  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP2254  DYNAMIC HT  -          31.352 (meters)     102.86  (feet)  COMP
 CP2254  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CP2254
 CP2254  VERT ORDER  -  SECOND    CLASS II
 CP2254
 CP2254.The horizontal coordinates were scaled from a topographic map and have
 CP2254.an estimated accuracy of +/- 6 seconds.
 CP2254
 CP2254.The orthometric height was determined by differential leveling
 CP2254.and adjusted in June 1991.
 CP2254
 CP2254.The geoid height was determined by GEOID03.
 CP2254
 CP2254.The dynamic height is computed by dividing the NAVD 88
 CP2254.geopotential number by the normal gravity value computed on the
 CP2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2254.degrees latitude (g = 980.6199 gals.).
 CP2254
 CP2254.The modeled gravity was interpolated from observed gravity values.
 CP2254
 CP2254;                    North         East    Units  Estimated Accuracy
 CP2254;SPC MS W     -   374,130.      686,560.      MT  (+/- 180 meters Scaled)
 CP2254
 CP2254                          SUPERSEDED SURVEY CONTROL
 CP2254
 CP2254  NGVD 29 (??/??/92)   31.471  (m)          103.25   (f) ADJ UNCH    2 2
 CP2254
 CP2254.Superseded values are not recommended for survey control.
 CP2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2254.See file dsdata.txt to determine how the superseded data were derived.
 CP2254
 CP2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS360401(NAD 83)
 CP2254_MARKER: DD = SURVEY DISK
 CP2254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2254_SP_SET: CULVERT
 CP2254_STAMPING: BM 49V 125 1976
 CP2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2254
 CP2254  HISTORY     - Date     Condition        Report By
 CP2254  HISTORY     - 1976     MONUMENTED       MSHD
 CP2254  HISTORY     - 20030309 GOOD             NGS
 CP2254
 CP2254                          STATION DESCRIPTION
 CP2254
 CP2254'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2254'4.25 MI NW FROM YAZOO CITY.
 CP2254'THE MARK IS LOCATED 4.35 MILES NORTHWEST OF THE CENTER OF YAZOO CITY
 CP2254'IN A BOX CULVERT, 0.75 MILE SOUTHEAST OF THE BRIDGE OVER BROAD LAKE IN
 CP2254'THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 23, T 12N, R 3W. IT
 CP2254'IS 28.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49W, 1 FOOT NORTHWEST
 CP2254'OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHEAST END OF
 CP2254'THE NORTHEAST HEADWALL OF AN 8 X 5 FOOT CONCRETE BOX CULVERT AND IS
 CP2254'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 CP2254'COURTHOUSE IN YAZOO CITY GO NORTHWEST ON U.S. HIGHWAY 49W (BROADWAY
 CP2254'STREET) FOR 2.75 MILES TO A CROSSROAD. CONTINUE NORTHWEST ON U.S.
 CP2254'HIGHWAY 49W FOR 1.6 MILES TO A CULVERT AND THE MARK ON THE RIGHT.
 CP2254
 CP2254                          STATION RECOVERY (2003)
 CP2254
 CP2254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 CP2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2255 ***********************************************************************
 CP2255  DESIGNATION -  49 V 126
 CP2255  PID         -  CP2255
 CP2255  STATE/COUNTY-  MS/YAZOO
 CP2255  USGS QUAD   -  CARTER (1988)
 CP2255
 CP2255                         *CURRENT SURVEY CONTROL
 CP2255  ___________________________________________________________________
 CP2255* NAD 83(1986)-  32 52 44.     (N)    090 29 15.     (W)     SCALED    
 CP2255* NAVD 88     -        32.559  (meters)     106.82   (feet)  ADJUSTED  
 CP2255  ___________________________________________________________________
 CP2255  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP2255  DYNAMIC HT  -          32.523 (meters)     106.70  (feet)  COMP
 CP2255  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CP2255
 CP2255  VERT ORDER  -  SECOND    CLASS II
 CP2255
 CP2255.The horizontal coordinates were scaled from a topographic map and have
 CP2255.an estimated accuracy of +/- 6 seconds.
 CP2255
 CP2255.The orthometric height was determined by differential leveling
 CP2255.and adjusted in June 1991.
 CP2255
 CP2255.The geoid height was determined by GEOID03.
 CP2255
 CP2255.The dynamic height is computed by dividing the NAVD 88
 CP2255.geopotential number by the normal gravity value computed on the
 CP2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2255.degrees latitude (g = 980.6199 gals.).
 CP2255
 CP2255.The modeled gravity was interpolated from observed gravity values.
 CP2255
 CP2255;                    North         East    Units  Estimated Accuracy
 CP2255;SPC MS W     -   374,620.      685,570.      MT  (+/- 180 meters Scaled)
 CP2255
 CP2255                          SUPERSEDED SURVEY CONTROL
 CP2255
 CP2255  NGVD 29 (??/??/92)   32.644  (m)          107.10   (f) ADJ UNCH    2 2
 CP2255
 CP2255.Superseded values are not recommended for survey control.
 CP2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2255.See file dsdata.txt to determine how the superseded data were derived.
 CP2255
 CP2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS350406(NAD 83)
 CP2255_MARKER: DD = SURVEY DISK
 CP2255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP2255_SP_SET: BRIDGE
 CP2255_STAMPING: BM 49V 126 1976
 CP2255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2255
 CP2255  HISTORY     - Date     Condition        Report By
 CP2255  HISTORY     - 1976     MONUMENTED       MSHD
 CP2255
 CP2255                          STATION DESCRIPTION
 CP2255
 CP2255'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2255'5 MI NW FROM YAZOO CITY.
 CP2255'THE MARK IS LOCATED 5 MILES NORTHWEST OF YAZOO CITY IN THE CONCRETE
 CP2255'BRIDGE OVER BROAD LAKE, 3.6 MILES WEST OF THE INTERSECTION OF STATE
 CP2255'HIGHWAY 3 AND U.S. HIGHWAY 49W IN THE SOUTHEAST 1/4 OF SECTION 15, T
 CP2255'12N, R 3W.  IT IS 15.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49W, 1
 CP2255'FOOT SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 CP2255'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER
 CP2255'BROAD LAKE AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM
 CP2255'THE COURTHOUSE IN YAZOO CITY GO WEST ON U.S. HIGHWAY 49W FOR 5.15
 CP2255'MILES TO THE MARK ON THE RIGHT (0.25 MILE BEYOND A CROSSROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2259 ***********************************************************************
 CP2259  DESIGNATION -  49 V 127
 CP2259  PID         -  CP2259
 CP2259  STATE/COUNTY-  MS/YAZOO
 CP2259  USGS QUAD   -  LOUISE (1988)
 CP2259
 CP2259                         *CURRENT SURVEY CONTROL
 CP2259  ___________________________________________________________________
 CP2259* NAD 83(1986)-  32 53 27.     (N)    090 31 57.     (W)     SCALED    
 CP2259* NAVD 88     -        31.194  (meters)     102.34   (feet)  ADJUSTED  
 CP2259  ___________________________________________________________________
 CP2259  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP2259  DYNAMIC HT  -          31.160 (meters)     102.23  (feet)  COMP
 CP2259  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 CP2259
 CP2259  VERT ORDER  -  SECOND    CLASS II
 CP2259
 CP2259.The horizontal coordinates were scaled from a topographic map and have
 CP2259.an estimated accuracy of +/- 6 seconds.
 CP2259
 CP2259.The orthometric height was determined by differential leveling
 CP2259.and adjusted in June 1991.
 CP2259
 CP2259.The geoid height was determined by GEOID03.
 CP2259
 CP2259.The dynamic height is computed by dividing the NAVD 88
 CP2259.geopotential number by the normal gravity value computed on the
 CP2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2259.degrees latitude (g = 980.6199 gals.).
 CP2259
 CP2259.The modeled gravity was interpolated from observed gravity values.
 CP2259
 CP2259;                    North         East    Units  Estimated Accuracy
 CP2259;SPC MS W     -   375,950.      681,370.      MT  (+/- 180 meters Scaled)
 CP2259
 CP2259                          SUPERSEDED SURVEY CONTROL
 CP2259
 CP2259  NGVD 29 (??/??/92)   31.281  (m)          102.63   (f) ADJ UNCH    2 2
 CP2259
 CP2259.Superseded values are not recommended for survey control.
 CP2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2259.See file dsdata.txt to determine how the superseded data were derived.
 CP2259
 CP2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS308418(NAD 83)
 CP2259_MARKER: DD = SURVEY DISK
 CP2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2259_STAMPING: BM 49V 127 1976
 CP2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2259+STABILITY: SURFACE MOTION
 CP2259
 CP2259  HISTORY     - Date     Condition        Report By
 CP2259  HISTORY     - 1976     MONUMENTED       MSHD
 CP2259
 CP2259                          STATION DESCRIPTION
 CP2259
 CP2259'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2259'7 MI SE FROM LOUISE.
 CP2259'THE MARK IS LOCATED 7 MILES SOUTHEAST OF LOUISE ON THE WEST SIDE OF A
 CP2259'DRIVEWAY LEADING TO A LARGE BRICK HOUSE ABOUT 1/4 MILE NORTH OF
 CP2259'HIGHWAY 49 WEST, 7.7 MILES NORTHWEST OF YAZOO CITY, 4.5 MILES
 CP2259'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY 49 WEST
 CP2259'IN THE NORTHWEST 1/4 OF SECTION 17, T 12N, R 3W.  IT IS 49.5 FEET
 CP2259'NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 77 FEET NORTHWEST OF THE
 CP2259'CENTER OF A PRIVATE ROAD, 1 FOOT SOUTHEAST OF POLE NO. 184, 1 FOOT
 CP2259'NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CP2259'POST ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4
 CP2259'INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO WEST ON
 CP2259'U.S. HIGHWAY 49 WEST FOR 6.15 MILES TO A SIDE ROAD LEFT. CONTINUE WEST
 CP2259'ON U.S. HIGHWAY 49 WEST FOR 1.9 MILES TO A DRIVEWAY AND THE MARK ON
 CP2259'THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE DELTA NATIONAL BANK
 CP2259'ABOUT 0.3 MILE EAST OF LOUISE BY GOING SOUTH ON U.S. HIGHWAY 49 WEST
 CP2259'BYPASS FOR 8.8 MILES TO A DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2260 ***********************************************************************
 CP2260  DESIGNATION -  49 V 128
 CP2260  PID         -  CP2260
 CP2260  STATE/COUNTY-  MS/YAZOO
 CP2260  USGS QUAD   -  LOUISE (1988)
 CP2260
 CP2260                         *CURRENT SURVEY CONTROL
 CP2260  ___________________________________________________________________
 CP2260* NAD 83(1986)-  32 53 48.     (N)    090 32 44.     (W)     SCALED    
 CP2260* NAVD 88     -        32.554  (meters)     106.80   (feet)  ADJUSTED  
 CP2260  ___________________________________________________________________
 CP2260  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CP2260  DYNAMIC HT  -          32.518 (meters)     106.69  (feet)  COMP
 CP2260  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 CP2260
 CP2260  VERT ORDER  -  SECOND    CLASS II
 CP2260
 CP2260.The horizontal coordinates were scaled from a topographic map and have
 CP2260.an estimated accuracy of +/- 6 seconds.
 CP2260
 CP2260.The orthometric height was determined by differential leveling
 CP2260.and adjusted in June 1991.
 CP2260
 CP2260.The geoid height was determined by GEOID03.
 CP2260
 CP2260.The dynamic height is computed by dividing the NAVD 88
 CP2260.geopotential number by the normal gravity value computed on the
 CP2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2260.degrees latitude (g = 980.6199 gals.).
 CP2260
 CP2260.The modeled gravity was interpolated from observed gravity values.
 CP2260
 CP2260;                    North         East    Units  Estimated Accuracy
 CP2260;SPC MS W     -   376,600.      680,150.      MT  (+/- 180 meters Scaled)
 CP2260
 CP2260                          SUPERSEDED SURVEY CONTROL
 CP2260
 CP2260  NGVD 29 (??/??/92)   32.641  (m)          107.09   (f) ADJ UNCH    2 2
 CP2260
 CP2260.Superseded values are not recommended for survey control.
 CP2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2260.See file dsdata.txt to determine how the superseded data were derived.
 CP2260
 CP2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS295425(NAD 83)
 CP2260_MARKER: DD = SURVEY DISK
 CP2260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP2260_SP_SET: BRIDGE
 CP2260_STAMPING: BM 49V 128 1976
 CP2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2260
 CP2260  HISTORY     - Date     Condition        Report By
 CP2260  HISTORY     - 1976     MONUMENTED       MSHD
 CP2260
 CP2260                          STATION DESCRIPTION
 CP2260
 CP2260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2260'6.3 MI SE FROM LOUISE.
 CP2260'THE MARK IS LOCATED 6.3 MILES SOUTHEAST OF LOUISE IN A CONCRETE BRIDGE
 CP2260'ABOUT 250 FEET SOUTHEAST OF A SIDE ROAD LEADING NORTHEAST, 8.5 MILES
 CP2260'NORTHWEST OF YAZOO CITY, 2.35 MILES SOUTHEAST OF THE HUMPHREYS-YAZOO
 CP2260'COUNTY LINE IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7, T
 CP2260'12N, R 3W.  IT IS 17 FEET EAST-NORTHEAST OF THE CENTER OF HIGHWAY 49W,
 CP2260'11.5 FEET WEST OF THE EAST END OF THE ABUTMENT, 1/2 FOOT SOUTH OF A
 CP2260'METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 CP2260'ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 CP2260'NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE EAST OF
 CP2260'LOUISE GO SOUTH ON THE U.S. HIGHWAY 49W BYPASS FOR 3.8 MILES TO THE
 CP2260'JUNCTION OF STATE HIGHWAY 16. CONTINUE SOUTHEAST ON U.S. HIGHWAY 49W
 CP2260'FOR 3.35 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2261 ***********************************************************************
 CP2261  DESIGNATION -  49 V 129
 CP2261  PID         -  CP2261
 CP2261  STATE/COUNTY-  MS/YAZOO
 CP2261  USGS QUAD   -  LOUISE (1988)
 CP2261
 CP2261                         *CURRENT SURVEY CONTROL
 CP2261  ___________________________________________________________________
 CP2261* NAD 83(1986)-  32 54 28.     (N)    090 33 00.     (W)     SCALED    
 CP2261* NAVD 88     -        34.605  (meters)     113.53   (feet)  ADJUSTED  
 CP2261  ___________________________________________________________________
 CP2261  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CP2261  DYNAMIC HT  -          34.567 (meters)     113.41  (feet)  COMP
 CP2261  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CP2261
 CP2261  VERT ORDER  -  SECOND    CLASS II
 CP2261
 CP2261.The horizontal coordinates were scaled from a topographic map and have
 CP2261.an estimated accuracy of +/- 6 seconds.
 CP2261
 CP2261.The orthometric height was determined by differential leveling
 CP2261.and adjusted in June 1991.
 CP2261
 CP2261.The geoid height was determined by GEOID03.
 CP2261
 CP2261.The dynamic height is computed by dividing the NAVD 88
 CP2261.geopotential number by the normal gravity value computed on the
 CP2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2261.degrees latitude (g = 980.6199 gals.).
 CP2261
 CP2261.The modeled gravity was interpolated from observed gravity values.
 CP2261
 CP2261;                    North         East    Units  Estimated Accuracy
 CP2261;SPC MS W     -   377,830.      679,730.      MT  (+/- 180 meters Scaled)
 CP2261
 CP2261                          SUPERSEDED SURVEY CONTROL
 CP2261
 CP2261  NGVD 29 (??/??/92)   34.693  (m)          113.82   (f) ADJ UNCH    2 2
 CP2261
 CP2261.Superseded values are not recommended for survey control.
 CP2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2261.See file dsdata.txt to determine how the superseded data were derived.
 CP2261
 CP2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS291437(NAD 83)
 CP2261_MARKER: DD = SURVEY DISK
 CP2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP2261_SP_SET: BRIDGE
 CP2261_STAMPING: BM 49V 129 1976
 CP2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2261
 CP2261  HISTORY     - Date     Condition        Report By
 CP2261  HISTORY     - 1976     MONUMENTED       MSHD
 CP2261
 CP2261                          STATION DESCRIPTION
 CP2261
 CP2261'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2261'5.3 MI SE FROM LOUISE.
 CP2261'THE MARK IS LOCATED 5.3 MILES SOUTHEAST OF LOUISE IN A CONCRETE
 CP2261'BRIDGE, 9.2 MILES NORTHWEST OF YAZOO CITY, 1.4 MILES EAST OF THE
 CP2261'HUMPHREYS-YAZOO COUNTY LINE, 0.2 MILE WEST OF THE EAST ONE OF TWO
 CP2261'LEVEES IN THE SOUTHWEST 1/4 OF SECTION 6, T 12N, R 3W.  IT IS 15 FEET
 CP2261'NORTHEAST OF THE CENTER OF HIGHWAY 49W SET IN A DRILL HOLE OVER THE
 CP2261'NORTHWEST ABUTMENT IN THE BASE OF THE NORTHEAST RAILING AT THE
 CP2261'NORTHWEST END OF A CONCRETE BRIDGE AND IS ABOUT 8 INCHES ABOVE THE
 CP2261'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK
 CP2261'ABOUT 0.3 MILE EAST OF LOUISE GO SOUTH ON U.S. HIGHWAY 49W BYPASS FOR
 CP2261'3.8 MILES TO THE JUNCTION OF STATE HIGHWAY 16.  CONTINUE SOUTHEAST ON
 CP2261'U.S. HIGHWAY 49W FOR 2.45 MILES TO THE BRIDGE AND THE MARK ON THE
 CP2261'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0451 ***********************************************************************
 CP0451  DESIGNATION -  49 V 13
 CP0451  PID         -  CP0451
 CP0451  STATE/COUNTY-  MS/HINDS
 CP0451  USGS QUAD   -  POCAHONTAS (1980)
 CP0451
 CP0451                         *CURRENT SURVEY CONTROL
 CP0451  ___________________________________________________________________
 CP0451* NAD 83(1986)-  32 28 08.     (N)    090 17 19.     (W)     SCALED    
 CP0451* NAVD 88     -        71.819  (meters)     235.63   (feet)  ADJUSTED  
 CP0451  ___________________________________________________________________
 CP0451  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CP0451  DYNAMIC HT  -          71.737 (meters)     235.36  (feet)  COMP
 CP0451  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CP0451
 CP0451  VERT ORDER  -  SECOND    CLASS 0
 CP0451
 CP0451.The horizontal coordinates were scaled from a topographic map and have
 CP0451.an estimated accuracy of +/- 6 seconds.
 CP0451
 CP0451.The orthometric height was determined by differential leveling
 CP0451.and adjusted in June 1991.
 CP0451
 CP0451.The geoid height was determined by GEOID03.
 CP0451
 CP0451.The dynamic height is computed by dividing the NAVD 88
 CP0451.geopotential number by the normal gravity value computed on the
 CP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0451.degrees latitude (g = 980.6199 gals.).
 CP0451
 CP0451.The modeled gravity was interpolated from observed gravity values.
 CP0451
 CP0451;                    North         East    Units  Estimated Accuracy
 CP0451;SPC MS W     -   329,140.      704,200.      MT  (+/- 180 meters Scaled)
 CP0451
 CP0451                          SUPERSEDED SURVEY CONTROL
 CP0451
 CP0451  NGVD 29 (??/??/92)   71.909  (m)          235.92   (f) ADJ UNCH    2 0
 CP0451
 CP0451.Superseded values are not recommended for survey control.
 CP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0451.See file dsdata.txt to determine how the superseded data were derived.
 CP0451
 CP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR548956(NAD 83)
 CP0451_MARKER: DR = REFERENCE MARK DISK
 CP0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0451_STAMPING: BM 49V-13 1960
 CP0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0451+STABILITY: SURFACE MOTION
 CP0451
 CP0451  HISTORY     - Date     Condition        Report By
 CP0451  HISTORY     - 1960     MONUMENTED       MSHD
 CP0451  HISTORY     - 1977     GOOD             MSHD
 CP0451
 CP0451                          STATION DESCRIPTION
 CP0451
 CP0451'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0451'5.5 MI SSE FROM FLORA.
 CP0451'THE MARK IS LOCATED 5.5 MILES SOUTH-SOUTHEAST OF FLORA AT THE ROADSIDE
 CP0451'PARK, 0.3 MILE SOUTHWEST OF THE COMMUNITY OF POCAHONTAS IN THE
 CP0451'NORTHWEST 1/4 OF SECTION 10, T 7N, R 1W.  IT IS ABOUT 120 YARDS WEST
 CP0451'OF THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 140 FEET
 CP0451'EAST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 71.5
 CP0451'FEET EAST-NORTHEAST OF THE POCAHONTAS MOUND HISTORICAL MARKER, 61 FEET
 CP0451'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE PARKING LOT, 29.5 FEET
 CP0451'NORTH OF A 13 INCH OAK, 12.5 FEET SOUTHEAST OF A POLE WITH A LAMP, 12
 CP0451'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK, 11 FEET EAST OF THE
 CP0451'EAST EDGE OF A WALK, 6 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 CP0451'THE PAVILION, 3.65 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE
 CP0451'FLOOR FOR THE PAVILION SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT
 CP0451'4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CP0451'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN FLORA GO WEST ON MAIN
 CP0451'STREET FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49. TURN LEFT
 CP0451'AND GO SOUTH ON U.S. HIGHWAY 49 FOR 1.25 MILES TO THE U.S. HIGHWAY 49
 CP0451'BYPASS.  CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 3.75 MILES TO A SIDE
 CP0451'ROAD LEADING INTO POCAHANTAS.  CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR
 CP0451'0.25 MILE TO THE PARK AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3316 ***********************************************************************
 BH3316  DESIGNATION -  49 V 13 A
 BH3316  PID         -  BH3316
 BH3316  STATE/COUNTY-  MS/HARRISON
 BH3316  USGS QUAD   -  SUCCESS (1982)
 BH3316
 BH3316                         *CURRENT SURVEY CONTROL
 BH3316  ___________________________________________________________________
 BH3316* NAD 83(1986)-  30 35 53.     (N)    089 07 29.     (W)     SCALED    
 BH3316* NAVD 88     -        27.443  (meters)      90.04   (feet)  ADJUSTED  
 BH3316  ___________________________________________________________________
 BH3316  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH3316  DYNAMIC HT  -          27.407 (meters)      89.92  (feet)  COMP
 BH3316  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BH3316
 BH3316  VERT ORDER  -  SECOND    CLASS II
 BH3316
 BH3316.The horizontal coordinates were scaled from a topographic map and have
 BH3316.an estimated accuracy of +/- 6 seconds.
 BH3316
 BH3316.The orthometric height was determined by differential leveling
 BH3316.and adjusted in May 1996.
 BH3316
 BH3316.The geoid height was determined by GEOID03.
 BH3316
 BH3316.The dynamic height is computed by dividing the NAVD 88
 BH3316.geopotential number by the normal gravity value computed on the
 BH3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3316.degrees latitude (g = 980.6199 gals.).
 BH3316
 BH3316.The modeled gravity was interpolated from observed gravity values.
 BH3316
 BH3316;                    North         East    Units  Estimated Accuracy
 BH3316;SPC MS E     -   121,750.      272,060.      MT  (+/- 180 meters Scaled)
 BH3316
 BH3316                          SUPERSEDED SURVEY CONTROL
 BH3316
 BH3316.No superseded survey control is available for this station.
 BH3316
 BH3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU962869(NAD 83)
 BH3316_MARKER: DD = SURVEY DISK
 BH3316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3316_SP_SET: BOX CULVERT HEADWALL
 BH3316_STAMPING: BM 49 V 13A 1988
 BH3316_MARK LOGO: MSHD  
 BH3316_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3316+STABILITY: SURFACE MOTION
 BH3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3316+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH3316
 BH3316  HISTORY     - Date     Condition        Report By
 BH3316  HISTORY     - 1988     MONUMENTED       MSHD
 BH3316  HISTORY     - 20080418 GOOD             MSDOT
 BH3316
 BH3316                          STATION DESCRIPTION
 BH3316
 BH3316'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3316'MARK IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF GULFPORT, IN A
 BH3316'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 7.1 MI
 BH3316'(11.4 KM) NORTH OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 BH3316'53 AT LYMAN, 2.5 MI (4.0 KM) SOUTH OF SAUCIER AND IN SECTION 19, T
 BH3316'5S, R 11W.
 BH3316'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 67, AT
 BH3316'THE EAST EDGE OF SAUCIER, GO SOUTH ON U.S. HIGHWAY 49 FOR 2.15 MI
 BH3316'(3.46 KM) TO A CROSSROAD, CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 0.35
 BH3316'MI (0.56 KM) TO THE MARK ON THE LEFT.
 BH3316'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 BH3316'END OF EAST HEADWALL OF AN 8 X 6 FOOT (1.8 M) CONCRETE BOX CULVERT,
 BH3316'31.0 FT (9.4 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BH3316'49 AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
 BH3316
 BH3316                          STATION RECOVERY (2008)
 BH3316
 BH3316'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH3316'THE INTERSECTION OF U.S. 49 AND S.R. 67 MENTIONED IN THE ORIGINAL
 BH3316'DESCRIPTION IS 1.5 MILES SOUTH OF THE NEW INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2262 ***********************************************************************
 CP2262  DESIGNATION -  49 V 130
 CP2262  PID         -  CP2262
 CP2262  STATE/COUNTY-  MS/YAZOO
 CP2262  USGS QUAD   -  LOUISE (1988)
 CP2262
 CP2262                         *CURRENT SURVEY CONTROL
 CP2262  ___________________________________________________________________
 CP2262* NAD 83(1986)-  32 55 08.     (N)    090 33 32.     (W)     SCALED    
 CP2262* NAVD 88     -        31.888  (meters)     104.62   (feet)  ADJUSTED  
 CP2262  ___________________________________________________________________
 CP2262  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CP2262  DYNAMIC HT  -          31.853 (meters)     104.50  (feet)  COMP
 CP2262  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 CP2262
 CP2262  VERT ORDER  -  SECOND    CLASS II
 CP2262
 CP2262.The horizontal coordinates were scaled from a topographic map and have
 CP2262.an estimated accuracy of +/- 6 seconds.
 CP2262
 CP2262.The orthometric height was determined by differential leveling
 CP2262.and adjusted in June 1991.
 CP2262
 CP2262.The geoid height was determined by GEOID03.
 CP2262
 CP2262.The dynamic height is computed by dividing the NAVD 88
 CP2262.geopotential number by the normal gravity value computed on the
 CP2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2262.degrees latitude (g = 980.6199 gals.).
 CP2262
 CP2262.The modeled gravity was interpolated from observed gravity values.
 CP2262
 CP2262;                    North         East    Units  Estimated Accuracy
 CP2262;SPC MS W     -   379,070.      678,900.      MT  (+/- 180 meters Scaled)
 CP2262
 CP2262                          SUPERSEDED SURVEY CONTROL
 CP2262
 CP2262  NGVD 29 (??/??/92)   31.974  (m)          104.90   (f) ADJ UNCH    2 2
 CP2262
 CP2262.Superseded values are not recommended for survey control.
 CP2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2262.See file dsdata.txt to determine how the superseded data were derived.
 CP2262
 CP2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS282449(NAD 83)
 CP2262_MARKER: DD = SURVEY DISK
 CP2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP2262_SP_SET: BRIDGE
 CP2262_STAMPING: BM 49V 130 1976
 CP2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2262
 CP2262  HISTORY     - Date     Condition        Report By
 CP2262  HISTORY     - 1976     MONUMENTED       MSHD
 CP2262
 CP2262                          STATION DESCRIPTION
 CP2262
 CP2262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2262'4.5 MI SE FROM LOUISE.
 CP2262'THE MARK IS LOCATED 4.5 MILES SOUTHEAST OF LOUISE IN A CONCRETE
 CP2262'BRIDGE, 0.55 MILE EAST OF THE HUMPHREYS-YAZOO COUNTY LINE IN THE
 CP2262'NORTHEAST 1/4 OF SECTION 1, T 12N, R 4W.  IT IS 17 FEET
 CP2262'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 49W, 7 FEET SOUTH-SOUTHWEST
 CP2262'OF THE END OF THE ABUTMENT SET IN A DRILL HOLE IN THE NORTH END OF THE
 CP2262'WEST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE
 CP2262'HIGHWAY.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE
 CP2262'EAST OF LOUISE GO SOUTH ON U.S. HIGHWAY 49W BYPASS FOR 3.8 MILES TO
 CP2262'THE JUNCTION OF STATE HIGHWAY 16.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 CP2262'49W FOR 1.7 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2263 ***********************************************************************
 CP2263  DESIGNATION -  49 V 131
 CP2263  PID         -  CP2263
 CP2263  STATE/COUNTY-  MS/HUMPHREYS
 CP2263  USGS QUAD   -  LOUISE (1988)
 CP2263
 CP2263                         *CURRENT SURVEY CONTROL
 CP2263  ___________________________________________________________________
 CP2263* NAD 83(1986)-  32 55 27.     (N)    090 34 38.     (W)     SCALED    
 CP2263* NAVD 88     -        30.276  (meters)      99.33   (feet)  ADJUSTED  
 CP2263  ___________________________________________________________________
 CP2263  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CP2263  DYNAMIC HT  -          30.243 (meters)      99.22  (feet)  COMP
 CP2263  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 CP2263
 CP2263  VERT ORDER  -  SECOND    CLASS II
 CP2263
 CP2263.The horizontal coordinates were scaled from a topographic map and have
 CP2263.an estimated accuracy of +/- 6 seconds.
 CP2263
 CP2263.The orthometric height was determined by differential leveling
 CP2263.and adjusted in June 1991.
 CP2263
 CP2263.The geoid height was determined by GEOID03.
 CP2263
 CP2263.The dynamic height is computed by dividing the NAVD 88
 CP2263.geopotential number by the normal gravity value computed on the
 CP2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2263.degrees latitude (g = 980.6199 gals.).
 CP2263
 CP2263.The modeled gravity was interpolated from observed gravity values.
 CP2263
 CP2263;                    North         East    Units  Estimated Accuracy
 CP2263;SPC MS W     -   379,660.      677,190.      MT  (+/- 180 meters Scaled)
 CP2263
 CP2263                          SUPERSEDED SURVEY CONTROL
 CP2263
 CP2263  NGVD 29 (??/??/92)   30.364  (m)           99.62   (f) ADJ UNCH    2 2
 CP2263
 CP2263.Superseded values are not recommended for survey control.
 CP2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2263.See file dsdata.txt to determine how the superseded data were derived.
 CP2263
 CP2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS265454(NAD 83)
 CP2263_MARKER: DD = SURVEY DISK
 CP2263_SETTING: 0 = UNSPECIFIED SETTING
 CP2263_STAMPING: BM 49V 131 1976
 CP2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2263
 CP2263  HISTORY     - Date     Condition        Report By
 CP2263  HISTORY     - 1976     MONUMENTED       MSHD
 CP2263
 CP2263                          STATION DESCRIPTION
 CP2263
 CP2263'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2263'4 MI SE FROM LOUISE.
 CP2263'THE MARK IS LOCATED 4 MILES SOUTHEAST OF LOUISE IN THE CONCRETE BASE
 CP2263'OF THE NORTHEAST ONE OF A GROUP OF GRAIN BINS ON THE J. F. TWIFT
 CP2263'PLANTATION, 0.45 MILE WEST OF THE HUMPHREYS-YAZOO COUNTY LINE IN THE
 CP2263'SOUTHEAST 1/4 OF SECTION 35, T 13N, R 4W.  IT IS 76 FEET WEST OF THE
 CP2263'CENTER OF A GRAVELED ROAD, 38.5 FEET NORTH OF THE NORTH EDGE OF A
 CP2263'CONCRETE DRIVE TO THE GRAIN BINS, 67.5 FEET NORTH-NORTHWEST OF A POLE
 CP2263'WITH A LAMP ON IT, 31 FEET SOUTH OF THE SOUTH EDGE OF A LAGOON, 1 FOOT
 CP2263'EAST OF THE EAST EDGE OF THE WALL OF THE BIN, 1 FOOT SOUTHWEST OF A
 CP2263'METAL WITNESS POST.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK
 CP2263'ABOUT 0.3 MILE EAST OF LOUISE GO SOUTH ON THE U.S. HIGHWAY 49W BYPASS
 CP2263'FOR 3.8 MILES TO THE JUNCTION OF STATE HIGHWAY 16.  CONTINUE SOUTHEAST
 CP2263'ON U.S. HIGHWAY 49W FOR 0.65 MILE TO A GRAVELED ROAD LEADING SOUTH ON
 CP2263'THE WEST SIDE OF A GROUP OF PLANTATION HOUSES.  TURN RIGHT AND GO
 CP2263'SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2264 ***********************************************************************
 CP2264  DESIGNATION -  49 V 132
 CP2264  PID         -  CP2264
 CP2264  STATE/COUNTY-  MS/HUMPHREYS
 CP2264  USGS QUAD   -  LOUISE (1988)
 CP2264
 CP2264                         *CURRENT SURVEY CONTROL
 CP2264  ___________________________________________________________________
 CP2264* NAD 83(1986)-  32 56 06.     (N)    090 35 12.     (W)     SCALED    
 CP2264* NAVD 88     -        31.206  (meters)     102.38   (feet)  ADJUSTED  
 CP2264  ___________________________________________________________________
 CP2264  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CP2264  DYNAMIC HT  -          31.172 (meters)     102.27  (feet)  COMP
 CP2264  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 CP2264
 CP2264  VERT ORDER  -  SECOND    CLASS II
 CP2264
 CP2264.The horizontal coordinates were scaled from a topographic map and have
 CP2264.an estimated accuracy of +/- 6 seconds.
 CP2264
 CP2264.The orthometric height was determined by differential leveling
 CP2264.and adjusted in June 1991.
 CP2264
 CP2264.The geoid height was determined by GEOID03.
 CP2264
 CP2264.The dynamic height is computed by dividing the NAVD 88
 CP2264.geopotential number by the normal gravity value computed on the
 CP2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2264.degrees latitude (g = 980.6199 gals.).
 CP2264
 CP2264.The modeled gravity was interpolated from observed gravity values.
 CP2264
 CP2264;                    North         East    Units  Estimated Accuracy
 CP2264;SPC MS W     -   380,860.      676,310.      MT  (+/- 180 meters Scaled)
 CP2264
 CP2264                          SUPERSEDED SURVEY CONTROL
 CP2264
 CP2264  NGVD 29 (??/??/92)   31.294  (m)          102.67   (f) ADJ UNCH    2 2
 CP2264
 CP2264.Superseded values are not recommended for survey control.
 CP2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2264.See file dsdata.txt to determine how the superseded data were derived.
 CP2264
 CP2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS256466(NAD 83)
 CP2264_MARKER: DD = SURVEY DISK
 CP2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2264_STAMPING: BM 49V 132 1976
 CP2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2264+STABILITY: SURFACE MOTION
 CP2264
 CP2264  HISTORY     - Date     Condition        Report By
 CP2264  HISTORY     - 1976     MONUMENTED       MSHD
 CP2264
 CP2264                          STATION DESCRIPTION
 CP2264
 CP2264'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2264'3.3 MI S FROM LOUISE.
 CP2264'THE MARK IS LOCATED 3.3 MILES SOUTH OF LOUISE ON THE WEST ROW OF OLD
 CP2264'HIGHWAY 49W JUST SOUTH OF THE END OF THE OLD HIGHWAY, 0.3 MILE NORTH
 CP2264'OF THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY 49W IN THE
 CP2264'SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, T 13N, R 4W.  IT IS
 CP2264'142 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 49W IN A CURVE, 127
 CP2264'FEET NORTH OF THE CENTER OF A FIELD ROAD, 23.5 FEET WEST OF THE CENTER
 CP2264'OF THE OLD SECTION OF HIGHWAY AND THE EXTENDED NORTH TANGENT OF THE
 CP2264'PRESENT HIGHWAY, 1.5 FEET SOUTH OF POLE NO. 276, 1 FOOT NORTH OF A
 CP2264'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3
 CP2264'FEET BELOW THE LEVEL OF THE OLD HIGHWAY AND PROJECTS 4 INCHES. NOTE--
 CP2264'TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE EAST OF LOUISE GO
 CP2264'SOUTH ON U.S. HIGHWAY 49W BYPASS FOR 3.5 MILES TO THE MARK ON THE
 CP2264'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2265 ***********************************************************************
 CP2265  DESIGNATION -  49 V 133
 CP2265  PID         -  CP2265
 CP2265  STATE/COUNTY-  MS/HUMPHREYS
 CP2265  USGS QUAD   -  LOUISE (1988)
 CP2265
 CP2265                         *CURRENT SURVEY CONTROL
 CP2265  ___________________________________________________________________
 CP2265* NAD 83(1986)-  32 56 45.     (N)    090 35 09.     (W)     SCALED    
 CP2265* NAVD 88     -        31.145  (meters)     102.18   (feet)  ADJUSTED  
 CP2265  ___________________________________________________________________
 CP2265  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CP2265  DYNAMIC HT  -          31.111 (meters)     102.07  (feet)  COMP
 CP2265  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 CP2265
 CP2265  VERT ORDER  -  SECOND    CLASS II
 CP2265
 CP2265.The horizontal coordinates were scaled from a topographic map and have
 CP2265.an estimated accuracy of +/- 6 seconds.
 CP2265
 CP2265.The orthometric height was determined by differential leveling
 CP2265.and adjusted in June 1991.
 CP2265
 CP2265.The geoid height was determined by GEOID03.
 CP2265
 CP2265.The dynamic height is computed by dividing the NAVD 88
 CP2265.geopotential number by the normal gravity value computed on the
 CP2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2265.degrees latitude (g = 980.6199 gals.).
 CP2265
 CP2265.The modeled gravity was interpolated from observed gravity values.
 CP2265
 CP2265;                    North         East    Units  Estimated Accuracy
 CP2265;SPC MS W     -   382,060.      676,390.      MT  (+/- 180 meters Scaled)
 CP2265
 CP2265                          SUPERSEDED SURVEY CONTROL
 CP2265
 CP2265  NGVD 29 (??/??/92)   31.234  (m)          102.47   (f) ADJ UNCH    2 2
 CP2265
 CP2265.Superseded values are not recommended for survey control.
 CP2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2265.See file dsdata.txt to determine how the superseded data were derived.
 CP2265
 CP2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS256478(NAD 83)
 CP2265_MARKER: DD = SURVEY DISK
 CP2265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2265_SP_SET: CULVERT
 CP2265_STAMPING: BM 49V 133 1976
 CP2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2265
 CP2265  HISTORY     - Date     Condition        Report By
 CP2265  HISTORY     - 1976     MONUMENTED       MSHD
 CP2265
 CP2265                          STATION DESCRIPTION
 CP2265
 CP2265'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2265'2.5 MI S FROM LOUISE.
 CP2265'THE MARK IS LOCATED 2.5 MILES SOUTH OF LOUISE IN A CONCRETE BOX
 CP2265'CULVERT, 1.05 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 16 AND U.S.
 CP2265'HIGHWAY 49W IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 26, T
 CP2265'13N, R 4W.  IT IS 32 FEET WEST OF THE CENTER OF HIGHWAY 49W, 92 FEET
 CP2265'SOUTHEAST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 CP2265'A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 5 X 2 FOOT
 CP2265'CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 CP2265'HIGHWAY.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE
 CP2265'EAST OF LOUISE GO SOUTH ON U.S. HIGHWAY 49W BYPASS FOR 2.75 MILES TO
 CP2265'THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2266 ***********************************************************************
 CP2266  DESIGNATION -  49 V 134
 CP2266  PID         -  CP2266
 CP2266  STATE/COUNTY-  MS/HUMPHREYS
 CP2266  USGS QUAD   -  LOUISE (1988)
 CP2266
 CP2266                         *CURRENT SURVEY CONTROL
 CP2266  ___________________________________________________________________
 CP2266* NAD 83(1986)-  32 57 32.     (N)    090 35 00.     (W)     SCALED    
 CP2266* NAVD 88     -        31.286  (meters)     102.64   (feet)  ADJUSTED  
 CP2266  ___________________________________________________________________
 CP2266  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CP2266  DYNAMIC HT  -          31.252 (meters)     102.53  (feet)  COMP
 CP2266  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 CP2266
 CP2266  VERT ORDER  -  SECOND    CLASS II
 CP2266
 CP2266.The horizontal coordinates were scaled from a topographic map and have
 CP2266.an estimated accuracy of +/- 6 seconds.
 CP2266
 CP2266.The orthometric height was determined by differential leveling
 CP2266.and adjusted in June 1991.
 CP2266
 CP2266.The geoid height was determined by GEOID03.
 CP2266
 CP2266.The dynamic height is computed by dividing the NAVD 88
 CP2266.geopotential number by the normal gravity value computed on the
 CP2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2266.degrees latitude (g = 980.6199 gals.).
 CP2266
 CP2266.The modeled gravity was interpolated from observed gravity values.
 CP2266
 CP2266;                    North         East    Units  Estimated Accuracy
 CP2266;SPC MS W     -   383,510.      676,630.      MT  (+/- 180 meters Scaled)
 CP2266
 CP2266                          SUPERSEDED SURVEY CONTROL
 CP2266
 CP2266  NGVD 29 (??/??/92)   31.374  (m)          102.93   (f) ADJ UNCH    2 2
 CP2266
 CP2266.Superseded values are not recommended for survey control.
 CP2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2266.See file dsdata.txt to determine how the superseded data were derived.
 CP2266
 CP2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS258493(NAD 83)
 CP2266_MARKER: DD = SURVEY DISK
 CP2266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2266_SP_SET: CULVERT
 CP2266_STAMPING: BM 49V 134 1976
 CP2266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2266
 CP2266  HISTORY     - Date     Condition        Report By
 CP2266  HISTORY     - 1976     MONUMENTED       MSHD
 CP2266
 CP2266                          STATION DESCRIPTION
 CP2266
 CP2266'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2266'1.5 MI S FROM LOUISE.
 CP2266'THE MARK IS LOCATED 1.5 MILES SOUTH OF LOUISE IN A BOX CULVERT AT THE
 CP2266'JUNCTION OF A SIDE ROAD LEADING WEST IN THE NORTHWEST 1/4 OF THE
 CP2266'SOUTHWEST 1/4 OF SECTION 23, T 13N, R 4W.  IT IS 33.5 FEET WEST OF THE
 CP2266'CENTER OF HIGHWAY 49W, 38.5 FEET NORTH OF THE CENTER OF A SIDE ROAD
 CP2266'LEADING WEST, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE
 CP2266'IN THE NORTH END OF THE WEST HEADWALL OF A 5 X 2 FOOT CONCRETE BOX
 CP2266'CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO
 CP2266'REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE EAST OF LOUISE GO
 CP2266'SOUTH ON U.S. HIGHWAY 49W BYPASS FOR 1.3 MILES TO THE JUNCTION OF THE
 CP2266'OLD HIGHWAY.  CONTINUE SOUTH ON U.S. HIGHWAY 49W FOR 0.5 MILE TO A
 CP2266'SIDE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2267 ***********************************************************************
 CP2267  DESIGNATION -  49 V 135
 CP2267  PID         -  CP2267
 CP2267  STATE/COUNTY-  MS/HUMPHREYS
 CP2267  USGS QUAD   -  LOUISE (1988)
 CP2267
 CP2267                         *CURRENT SURVEY CONTROL
 CP2267  ___________________________________________________________________
 CP2267* NAD 83(1986)-  32 58 12.     (N)    090 35 05.     (W)     SCALED    
 CP2267* NAVD 88     -        32.135  (meters)     105.43   (feet)  ADJUSTED  
 CP2267  ___________________________________________________________________
 CP2267  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CP2267  DYNAMIC HT  -          32.101 (meters)     105.32  (feet)  COMP
 CP2267  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 CP2267
 CP2267  VERT ORDER  -  SECOND    CLASS II
 CP2267
 CP2267.The horizontal coordinates were scaled from a topographic map and have
 CP2267.an estimated accuracy of +/- 6 seconds.
 CP2267
 CP2267.The orthometric height was determined by differential leveling
 CP2267.and adjusted in June 1991.
 CP2267
 CP2267.The geoid height was determined by GEOID03.
 CP2267
 CP2267.The dynamic height is computed by dividing the NAVD 88
 CP2267.geopotential number by the normal gravity value computed on the
 CP2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2267.degrees latitude (g = 980.6199 gals.).
 CP2267
 CP2267.The modeled gravity was interpolated from observed gravity values.
 CP2267
 CP2267;                    North         East    Units  Estimated Accuracy
 CP2267;SPC MS W     -   384,740.      676,500.      MT  (+/- 180 meters Scaled)
 CP2267
 CP2267                          SUPERSEDED SURVEY CONTROL
 CP2267
 CP2267  NGVD 29 (??/??/92)   32.223  (m)          105.72   (f) ADJ UNCH    2 2
 CP2267
 CP2267.Superseded values are not recommended for survey control.
 CP2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2267.See file dsdata.txt to determine how the superseded data were derived.
 CP2267
 CP2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS257505(NAD 83)
 CP2267_MARKER: DD = SURVEY DISK
 CP2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2267_STAMPING: BM 49V 135 1976
 CP2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2267+STABILITY: SURFACE MOTION
 CP2267
 CP2267  HISTORY     - Date     Condition        Report By
 CP2267  HISTORY     - 1976     MONUMENTED       MSHD
 CP2267
 CP2267                          STATION DESCRIPTION
 CP2267
 CP2267'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2267'0.8 MI S FROM LOUISE.
 CP2267'THE MARK IS LOCATED 0.8 MILE SOUTH OF LOUISE BY A ROW MARKER IN THE
 CP2267'NORTHWEST ANGLE OF A CROSSROAD, 0.3 MILE NORTH OF THE JUNCTION OF OLD
 CP2267'HIGHWAY 49W LEADING NORTHWEST INTO LOUISE IN THE SOUTHWEST 1/4 OF
 CP2267'SECTION 14, T 13N, R 4W.  IT IS 107 FEET WEST OF THE CENTER OF HIGHWAY
 CP2267'49W, 31 FEET NORTH OF THE CENTER OF A ROAD LEADING WEST, 8.5 FEET
 CP2267'NORTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF A ROW MARKER, 1 FOOT
 CP2267'NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CP2267'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 CP2267'INCHES.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE
 CP2267'EAST OF LOUISE GO SOUTH ON U.S. HIGHWAY 49W BYPASS FOR 1.05 MILES TO A
 CP2267'CROSSROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2272 ***********************************************************************
 CP2272  DESIGNATION -  49 V 136
 CP2272  PID         -  CP2272
 CP2272  STATE/COUNTY-  MS/HUMPHREYS
 CP2272  USGS QUAD   -  LOUISE (1988)
 CP2272
 CP2272                         *CURRENT SURVEY CONTROL
 CP2272  ___________________________________________________________________
 CP2272* NAD 83(1986)-  32 59 02.     (N)    090 35 17.     (W)     SCALED    
 CP2272* NAVD 88     -        31.750  (meters)     104.17   (feet)  ADJUSTED  
 CP2272  ___________________________________________________________________
 CP2272  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CP2272  DYNAMIC HT  -          31.716 (meters)     104.05  (feet)  COMP
 CP2272  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 CP2272
 CP2272  VERT ORDER  -  SECOND    CLASS II
 CP2272
 CP2272.The horizontal coordinates were scaled from a topographic map and have
 CP2272.an estimated accuracy of +/- 6 seconds.
 CP2272
 CP2272.The orthometric height was determined by differential leveling
 CP2272.and adjusted in June 1991.
 CP2272
 CP2272.The geoid height was determined by GEOID03.
 CP2272
 CP2272.The dynamic height is computed by dividing the NAVD 88
 CP2272.geopotential number by the normal gravity value computed on the
 CP2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2272.degrees latitude (g = 980.6199 gals.).
 CP2272
 CP2272.The modeled gravity was interpolated from observed gravity values.
 CP2272
 CP2272;                    North         East    Units  Estimated Accuracy
 CP2272;SPC MS W     -   386,280.      676,190.      MT  (+/- 180 meters Scaled)
 CP2272
 CP2272                          SUPERSEDED SURVEY CONTROL
 CP2272
 CP2272  NGVD 29 (??/??/92)   31.837  (m)          104.45   (f) ADJ UNCH    2 2
 CP2272
 CP2272.Superseded values are not recommended for survey control.
 CP2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2272.See file dsdata.txt to determine how the superseded data were derived.
 CP2272
 CP2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS253520(NAD 83)
 CP2272_MARKER: DD = SURVEY DISK
 CP2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2272_STAMPING: BM 49V 136 1976
 CP2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2272+STABILITY: SURFACE MOTION
 CP2272
 CP2272  HISTORY     - Date     Condition        Report By
 CP2272  HISTORY     - 1976     MONUMENTED       MSHD
 CP2272
 CP2272                          STATION DESCRIPTION
 CP2272
 CP2272'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2272'0.3 MI NE FROM LOUISE.
 CP2272'THE MARK IS LOCATED 0.3 MILE NORTHEAST OF THE CENTER OF LOUISE IN THE
 CP2272'SOUTHWEST ANGLE OF A CROSSROAD AND ACROSS U.S. HIGHWAY 49 WEST BYPASS
 CP2272'FROM THE DELTA NATIONAL BANK, 0.8 MILE SOUTH OF THE JUNCTION OF STATE
 CP2272'HIGHWAY 14 AND U.S. HIGHWAY 49 WEST IN THE SOUTHWEST 1/4 OF SECTION
 CP2272'11, T 13N, R 4W.  IT IS 78 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 CP2272'U.S. HIGHWAY 49 WEST BYPASS, 40 FEET SOUTH OF THE CENTER OF A BLACK
 CP2272'TOP ROAD, 15 FEET EAST OF THE CENTER OF A DRIVEWAY, 62 FEET EAST OF
 CP2272'THE NORTHEAST CORNER OF THE UTILITY ROOM OF A BRICK HOUSE, 38 FEET
 CP2272'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE BANK, 2 FEET
 CP2272'SOUTHEAST OF A 9 INCH TREE, 1.5 FEET SOUTH OF A RIGHT OF WAY MARKER, 1
 CP2272'FOOT NORTHWEST OF A METAL POST SET IN THE TOP OF A ROUND CONCRETE POST
 CP2272'ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2273 ***********************************************************************
 CP2273  HT_MOD      -  This is a Height Modernization Survey Station.
 CP2273  DESIGNATION -  49 V 137
 CP2273  PID         -  CP2273
 CP2273  STATE/COUNTY-  MS/HUMPHREYS
 CP2273  USGS QUAD   -  LOUISE (1988)
 CP2273
 CP2273                         *CURRENT SURVEY CONTROL
 CP2273  ___________________________________________________________________
 CP2273* NAD 83(2007)-  32 59 43.84020(N)    090 35 17.73772(W)     ADJUSTED  
 CP2273* NAVD 88     -        31.71   (meters)     104.0    (feet)  GPS OBS   
 CP2273  ___________________________________________________________________
 CP2273  EPOCH DATE  -        2002.00
 CP2273  X           -     -54,976.695 (meters)                     COMP
 CP2273  Y           -  -5,354,467.984 (meters)                     COMP
 CP2273  Z           -   3,453,543.908 (meters)                     COMP
 CP2273  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CP2273  ELLIP HEIGHT-           5.130 (meters)          (02/15/08) ADJUSTED
 CP2273  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CP2273  HORZ ORDER  -  FIRST
 CP2273  ELLP ORDER  -  FOURTH    CLASS II
 CP2273
 CP2273.The horizontal coordinates were established by GPS observations
 CP2273.and adjusted by the EMC INCORPORATED in February 2008.
 CP2273
 CP2273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2273.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2273.The horizontal coordinates are valid at the epoch date displayed above.
 CP2273.The epoch date for horizontal control is a decimal equivalence
 CP2273.of Year/Month/Day.
 CP2273
 CP2273.The orthometric height was determined by GPS observations and a
 CP2273.high-resolution geoid model.
 CP2273.The orthometric height was determined by GPS observations and a
 CP2273.high-resolution geoid model using precise GPS observation and
 CP2273.processing techniques. It supersedes the leveled height previously
 CP2273.determined for this station.
 CP2273
 CP2273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2273
 CP2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2273
 CP2273.The ellipsoidal height was determined by GPS observations
 CP2273.and is referenced to NAD 83.
 CP2273
 CP2273.The geoid height was determined by GEOID03.
 CP2273
 CP2273;                    North         East     Units Scale Factor Converg.
 CP2273;SPC MS W     -   387,570.420   676,176.192   MT  0.99995700   -0 08 19.8
 CP2273;SPC MS W     - 1,271,553.95  2,218,421.39   sFT  0.99995700   -0 08 19.8
 CP2273;UTM  15      - 3,653,372.853   725,333.351   MT  1.00022610   +1 18 50.1
 CP2273
 CP2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2273!SPC MS W     -   0.99999919  x   0.99995700  =   0.99995619
 CP2273!UTM  15      -   0.99999919  x   1.00022610  =   1.00022529
 CP2273
 CP2273                          SUPERSEDED SURVEY CONTROL
 CP2273
 CP2273  NAVD 88 (06/15/91)   31.708  (m)          104.03   (f) ADJUSTED    2 2
 CP2273  NGVD 29 (??/??/92)   31.794  (m)          104.31   (f) ADJ UNCH    2 2
 CP2273
 CP2273.Superseded values are not recommended for survey control.
 CP2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2273.See file dsdata.txt to determine how the superseded data were derived.
 CP2273
 CP2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2533353373(NAD 83)
 CP2273_MARKER: DD = SURVEY DISK
 CP2273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP2273_SP_SET: SET IN A LIGHT STRUCTURE
 CP2273_STAMPING: BM 49V 137 1976
 CP2273_MARK LOGO: NONE  
 CP2273_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2273+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CP2273
 CP2273  HISTORY     - Date     Condition        Report By
 CP2273  HISTORY     - 1976     MONUMENTED       MSHD
 CP2273  HISTORY     - 20070127 GOOD             EMCINC
 CP2273
 CP2273                          STATION DESCRIPTION
 CP2273
 CP2273'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2273'1.2 MI N FROM LOUISE.
 CP2273'THE MARK IS LOCATED 1.2 MILES NORTH OF THE CENTER OF LOUISE AT THE
 CP2273'JUNCTION OF STATE HIGHWAY 14 IN A CONCRETE BOX CULVERT UNDER U.S.
 CP2273'HIGHWAY 49 WEST IN THE NORTHWEST 1/4 OF SECTION 11, T 13N, R 4W.  IT
 CP2273'IS 46 FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY 49 WEST, 75.5 FEET
 CP2273'SOUTH OF THE CENTER OF STATE HIGHWAY 14, 21 FEET SOUTHWEST OF THE
 CP2273'CENTER OF A FLARE, 41 FEET EAST OF THE EAST RAIL, 1 FOOT NORTHWEST OF
 CP2273'A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 CP2273'HEADWALL OF A 12 FOOT BY 10 FOOT DOUBLE BOX CULVERT AND IS 1.5 FEET
 CP2273'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE DELTA
 CP2273'NATIONAL BANK ON THE U.S. HIGHWAY 49 BYPASS ABOUT 0.3 MILE NORTHEAST
 CP2273'OF LOUISE GO NORTH ON U.S. HIGHWAY 49 WEST FOR 0.8 MILE TO THE
 CP2273'JUNCTION OF STATE HIGHWAY 14 AND THE MARK ON THE LEFT.
 CP2273
 CP2273                          STATION RECOVERY (2007)
 CP2273
 CP2273'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1660 ***********************************************************************
 DK1660  DESIGNATION -  49 V 138 MSHD
 DK1660  PID         -  DK1660
 DK1660  STATE/COUNTY-  MS/HUMPHREYS
 DK1660  USGS QUAD   -  MIDNIGHT (1965)
 DK1660
 DK1660                         *CURRENT SURVEY CONTROL
 DK1660  ___________________________________________________________________
 DK1660* NAD 83(1986)-  33 00 30.     (N)    090 35 05.     (W)     SCALED    
 DK1660* NAVD 88     -        30.964  (meters)     101.59   (feet)  ADJUSTED  
 DK1660  ___________________________________________________________________
 DK1660  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1660  DYNAMIC HT  -          30.930 (meters)     101.48  (feet)  COMP
 DK1660  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DK1660
 DK1660  VERT ORDER  -  SECOND    CLASS II
 DK1660
 DK1660.The horizontal coordinates were scaled from a topographic map and have
 DK1660.an estimated accuracy of +/- 6 seconds.
 DK1660
 DK1660.The orthometric height was determined by differential leveling
 DK1660.and adjusted in June 1991.
 DK1660
 DK1660.The geoid height was determined by GEOID03.
 DK1660
 DK1660.The dynamic height is computed by dividing the NAVD 88
 DK1660.geopotential number by the normal gravity value computed on the
 DK1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1660.degrees latitude (g = 980.6199 gals.).
 DK1660
 DK1660.The modeled gravity was interpolated from observed gravity values.
 DK1660
 DK1660;                    North         East    Units  Estimated Accuracy
 DK1660;SPC MS W     -   388,990.      676,510.      MT  (+/- 180 meters Scaled)
 DK1660
 DK1660                          SUPERSEDED SURVEY CONTROL
 DK1660
 DK1660  NGVD 29 (??/??/??)   31.049  (m)          101.87   (f) ADJUSTED    2 2
 DK1660
 DK1660.Superseded values are not recommended for survey control.
 DK1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1660.See file dsdata.txt to determine how the superseded data were derived.
 DK1660
 DK1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS256548(NAD 83)
 DK1660_MARKER: DD = SURVEY DISK
 DK1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1660_SP_SET: CULVERT
 DK1660_STAMPING: BM 49V 139 1976
 DK1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1660
 DK1660  HISTORY     - Date     Condition        Report By
 DK1660  HISTORY     - 1976     MONUMENTED       MSHD
 DK1660
 DK1660                          STATION DESCRIPTION
 DK1660
 DK1660'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1660'2 MI N FROM LOUISE.
 DK1660'THE MARK IS LOCATED 2 MILES NORTH OF THE CENTER OF LOUISE IN A
 DK1660'CONCRETE BOX CULVERT OPPOSITE AND ACROSS THE HIGHWAY FROM THE NORTH
 DK1660'END OF A SMALL LANDING STRIP, 2.9 MILES SOUTH OF MIDNIGHT IN THE
 DK1660'NORTHWEST 1/4 OF SECTION 2, T 13N, R 4W.  IT IS 42 FEET WEST OF THE
 DK1660'CENTER OF HIGHWAY 49 WEST, 45 FEET EAST OF THE EAST RAIL, 68 FEET
 DK1660'NORTH OF THE CENTER OF A FIELD ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 DK1660'POST SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 12
 DK1660'X 8 FOOT CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 DK1660'THE HIGHWAY.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3
 DK1660'MILE NORTHEAST OF LOUISE, GO NORTH ON U.S. HIGHWAY 49 WEST BYPASS FOR
 DK1660'0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 14. CONTINUE NORTH ON U.S.
 DK1660'HIGHWAY 49 WEST FOR 0.9 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1659 ***********************************************************************
 DK1659  DESIGNATION -  49 V 139 MSHD
 DK1659  PID         -  DK1659
 DK1659  STATE/COUNTY-  MS/HUMPHREYS
 DK1659  USGS QUAD   -  MIDNIGHT (1965)
 DK1659
 DK1659                         *CURRENT SURVEY CONTROL
 DK1659  ___________________________________________________________________
 DK1659* NAD 83(1986)-  33 01 22.     (N)    090 34 50.     (W)     SCALED    
 DK1659* NAVD 88     -        30.926  (meters)     101.46   (feet)  ADJUSTED  
 DK1659  ___________________________________________________________________
 DK1659  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1659  DYNAMIC HT  -          30.892 (meters)     101.35  (feet)  COMP
 DK1659  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DK1659
 DK1659  VERT ORDER  -  SECOND    CLASS II
 DK1659
 DK1659.The horizontal coordinates were scaled from a topographic map and have
 DK1659.an estimated accuracy of +/- 6 seconds.
 DK1659
 DK1659.The orthometric height was determined by differential leveling
 DK1659.and adjusted in June 1991.
 DK1659
 DK1659.The geoid height was determined by GEOID03.
 DK1659
 DK1659.The dynamic height is computed by dividing the NAVD 88
 DK1659.geopotential number by the normal gravity value computed on the
 DK1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1659.degrees latitude (g = 980.6199 gals.).
 DK1659
 DK1659.The modeled gravity was interpolated from observed gravity values.
 DK1659
 DK1659;                    North         East    Units  Estimated Accuracy
 DK1659;SPC MS W     -   390,590.      676,900.      MT  (+/- 180 meters Scaled)
 DK1659
 DK1659                          SUPERSEDED SURVEY CONTROL
 DK1659
 DK1659  NGVD 29 (??/??/??)   31.010  (m)          101.74   (f) ADJUSTED    2 2
 DK1659
 DK1659.Superseded values are not recommended for survey control.
 DK1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1659.See file dsdata.txt to determine how the superseded data were derived.
 DK1659
 DK1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS259564(NAD 83)
 DK1659_MARKER: DD = SURVEY DISK
 DK1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1659_STAMPING: BM 49V 139 1976
 DK1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1659+STABILITY: SURFACE MOTION
 DK1659
 DK1659  HISTORY     - Date     Condition        Report By
 DK1659  HISTORY     - 1976     MONUMENTED       MSHD
 DK1659
 DK1659                          STATION DESCRIPTION
 DK1659
 DK1659'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1659'1.9 MI S FROM MIDNIGHT.
 DK1659'THE MARK IS LOCATED 1.9 MILES SOUTH OF MIDNIGHT IN THE NORTHWEST ANGLE
 DK1659'OF A CROSSROAD, 1.9 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 15
 DK1659'AND U.S. HIGHWAY 49 WEST, 3 MILES NORTH OF LOUISE IN THE SOUTHEAST 1/4
 DK1659'OF THE SOUTHWEST 1/4 OF SECTION 26, T 14, R 4W.  IT IS 146 FEET WEST
 DK1659'OF THE CENTER OF U.S. HIGHWAY 49 WEST, 37 FEET NORTH OF THE CENTER OF
 DK1659'A GRAVELED ROAD, 51.5 FEET WEST OF THE WEST RAIL, 2 FEET SOUTH OF A
 DK1659'POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 DK1659'ROUND CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND
 DK1659'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT
 DK1659'0.3 MILE NORTHEAST OF LOUISE GO NORTH ON U.S. HIGHWAY 49 WEST BYPASS
 DK1659'FOR 2.7 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0456 ***********************************************************************
 CP0456  DESIGNATION -  49 V 14
 CP0456  PID         -  CP0456
 CP0456  STATE/COUNTY-  MS/MADISON
 CP0456  USGS QUAD   -  POCAHONTAS (1980)
 CP0456
 CP0456                         *CURRENT SURVEY CONTROL
 CP0456  ___________________________________________________________________
 CP0456* NAD 83(1986)-  32 29 29.     (N)    090 17 38.     (W)     SCALED    
 CP0456* NAVD 88     -        87.333  (meters)     286.52   (feet)  ADJUSTED  
 CP0456  ___________________________________________________________________
 CP0456  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CP0456  DYNAMIC HT  -          87.233 (meters)     286.20  (feet)  COMP
 CP0456  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CP0456
 CP0456  VERT ORDER  -  SECOND    CLASS 0
 CP0456
 CP0456.The horizontal coordinates were scaled from a topographic map and have
 CP0456.an estimated accuracy of +/- 6 seconds.
 CP0456
 CP0456.The orthometric height was determined by differential leveling
 CP0456.and adjusted in June 1991.
 CP0456
 CP0456.The geoid height was determined by GEOID03.
 CP0456
 CP0456.The dynamic height is computed by dividing the NAVD 88
 CP0456.geopotential number by the normal gravity value computed on the
 CP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0456.degrees latitude (g = 980.6199 gals.).
 CP0456
 CP0456.The modeled gravity was interpolated from observed gravity values.
 CP0456
 CP0456;                    North         East    Units  Estimated Accuracy
 CP0456;SPC MS W     -   331,640.      703,710.      MT  (+/- 180 meters Scaled)
 CP0456
 CP0456                          SUPERSEDED SURVEY CONTROL
 CP0456
 CP0456  NGVD 29 (??/??/92)   87.411  (m)          286.78   (f) ADJ UNCH    2 0
 CP0456
 CP0456.Superseded values are not recommended for survey control.
 CP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0456.See file dsdata.txt to determine how the superseded data were derived.
 CP0456
 CP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR542981(NAD 83)
 CP0456_MARKER: DD = SURVEY DISK
 CP0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0456_STAMPING: BM 49V-14 1960
 CP0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0456+STABILITY: SURFACE MOTION
 CP0456
 CP0456  HISTORY     - Date     Condition        Report By
 CP0456  HISTORY     - 1960     MONUMENTED       MSHD
 CP0456  HISTORY     - 1964     GOOD             MSHD
 CP0456
 CP0456                          STATION DESCRIPTION
 CP0456
 CP0456'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0456'1.4 MI NW FROM POCAHONTAS.
 CP0456'LOCATED 1.4 MILES NORTHWEST OF POCAHONTAS AND 4.0 MILES SOUTHEAST OF
 CP0456'FLORA, ON PROPERTY OWNED BY MRS. FAYE FRANKLINSON.  TO REACH FROM
 CP0456'ILLINOIS CENTRAL RAILROAD DEPOT IN FLORA, GO WEST ON STATE HIGHWAY 22
 CP0456'FOR 0.2 MILES TO JUNCTION OF U. S. HIGHWAY 49.  TURN LEFT AND CONTINUE
 CP0456'SOUTHEAST ON HIGHWAY 49 FOR 3.8 MILES TO A DRIVEWAY LEADING TO AN OLD
 CP0456'ABANDONED FARMHOUSE AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD
 CP0456'PHOTRONICS DEVELOPMENT DIVISION DISK STAMPED BM 49V-14 1960, SET IN
 CP0456'THE TOP OF A 7-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS
 CP0456'108 FEET EAST OF THE CENTERLINE OF NEW HIGHWAY 49, 71.9 FEET SOUTH OF
 CP0456'A 30-INCH OAK TREE, 54.0 FEET NORTH OF THE HIGHWAY RIGHT-OF-WAY
 CP0456'MARKER, 17.7 FEET SOUTH OF APPROXIMATE CENTER OF THE DRIVEWAY, 3.8
 CP0456'FEET EAST OF A METAL WITNESS POST AND 2.7 FEET NORTHEAST OF A FENCE
 CP0456'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3317 ***********************************************************************
 BH3317  DESIGNATION -  49 V 14 A
 BH3317  PID         -  BH3317
 BH3317  STATE/COUNTY-  MS/HARRISON
 BH3317  USGS QUAD   -  WORTHAM (1983)
 BH3317
 BH3317                         *CURRENT SURVEY CONTROL
 BH3317  ___________________________________________________________________
 BH3317* NAD 83(1986)-  30 36 41.     (N)    089 07 52.     (W)     SCALED    
 BH3317* NAVD 88     -        30.920  (meters)     101.44   (feet)  ADJUSTED  
 BH3317  ___________________________________________________________________
 BH3317  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH3317  DYNAMIC HT  -          30.879 (meters)     101.31  (feet)  COMP
 BH3317  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 BH3317
 BH3317  VERT ORDER  -  SECOND    CLASS II
 BH3317
 BH3317.The horizontal coordinates were scaled from a topographic map and have
 BH3317.an estimated accuracy of +/- 6 seconds.
 BH3317
 BH3317.The orthometric height was determined by differential leveling
 BH3317.and adjusted in May 1996.
 BH3317
 BH3317.The geoid height was determined by GEOID03.
 BH3317
 BH3317.The dynamic height is computed by dividing the NAVD 88
 BH3317.geopotential number by the normal gravity value computed on the
 BH3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3317.degrees latitude (g = 980.6199 gals.).
 BH3317
 BH3317.The modeled gravity was interpolated from observed gravity values.
 BH3317
 BH3317;                    North         East    Units  Estimated Accuracy
 BH3317;SPC MS E     -   123,230.      271,450.      MT  (+/- 180 meters Scaled)
 BH3317
 BH3317                          SUPERSEDED SURVEY CONTROL
 BH3317
 BH3317.No superseded survey control is available for this station.
 BH3317
 BH3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU957884(NAD 83)
 BH3317_MARKER: DD = SURVEY DISK
 BH3317_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3317_SP_SET: BOX CULVERT
 BH3317_STAMPING: BM 49 V 14A 1988
 BH3317_MARK LOGO: MSHD  
 BH3317_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3317+STABILITY: SURFACE MOTION
 BH3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3317+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3317
 BH3317  HISTORY     - Date     Condition        Report By
 BH3317  HISTORY     - 1988     MONUMENTED       MSHD
 BH3317
 BH3317                          STATION DESCRIPTION
 BH3317
 BH3317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3317'MARK IA LOCATED ABOUT 16.8 MI (27.0 KM) NORTH OF GULFPORT, IN A
 BH3317'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 7.9 MI (12.7
 BH3317'KM) NORTH OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 53 AT
 BH3317'LYMAN, 1.7 MI (2.7 KM) SOUTH OF SAUCIER AND IS IN SECTION 18, T 5S, R
 BH3317'11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BH3317'HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO SOUTH ON U.S. HIGHWAY 49
 BH3317'FOR 1.6 MI (2.6 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD
 BH3317'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 BH3317'HEADWALL OF 10 X 10 FOOT CONCRETE BOX CULVERT, 24,5 FT EAST OF THE
 BH3317'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3
 BH3317'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0457 ***********************************************************************
 CP0457  DESIGNATION -  49 V 14 RESET
 CP0457  PID         -  CP0457
 CP0457  STATE/COUNTY-  MS/MADISON
 CP0457  USGS QUAD   -  POCAHONTAS (1980)
 CP0457
 CP0457                         *CURRENT SURVEY CONTROL
 CP0457  ___________________________________________________________________
 CP0457* NAD 83(1986)-  32 29 29.     (N)    090 17 38.     (W)     SCALED    
 CP0457* NAVD 88     -        87.50   (meters)     287.1    (feet)  RESET     
 CP0457  ___________________________________________________________________
 CP0457  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CP0457  VERT ORDER  -  THIRD
 CP0457
 CP0457.The horizontal coordinates were scaled from a topographic map and have
 CP0457.an estimated accuracy of +/- 6 seconds.
 CP0457
 CP0457.The orthometric height was computed from unverified reset data.
 CP0457.No vertical observational check was made to the station.
 CP0457
 CP0457.Photographs are available for this station.
 CP0457
 CP0457.The geoid height was determined by GEOID03.
 CP0457
 CP0457;                    North         East    Units  Estimated Accuracy
 CP0457;SPC MS W     -   331,640.      703,710.      MT  (+/- 180 meters Scaled)
 CP0457
 CP0457                          SUPERSEDED SURVEY CONTROL
 CP0457
 CP0457  NGVD 29 (08/12/04)   87.58   (m)          287.3    (f) RESET       3  
 CP0457
 CP0457.Superseded values are not recommended for survey control.
 CP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0457.See file dsdata.txt to determine how the superseded data were derived.
 CP0457
 CP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR542981(NAD 83)
 CP0457_MARKER: DD = SURVEY DISK
 CP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0457_SP_SET: CONCRETE POST
 CP0457_STAMPING: BM 49V-14 1973
 CP0457_MARK LOGO: MSHD  
 CP0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0457+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988
 CP0457
 CP0457  HISTORY     - Date     Condition        Report By
 CP0457  HISTORY     - 1973     MONUMENTED       NGS
 CP0457  HISTORY     - 19881031 GOOD             MSHD
 CP0457  HISTORY     - 20050525 GOOD             JCLS
 CP0457
 CP0457                          STATION DESCRIPTION
 CP0457
 CP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0457'0.2 MI W FROM POCAHONTAS.
 CP0457'LOCATED 0.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE RAILROAD
 CP0457'STATION THENCE SOUTH ALONG U.S. HIGHWAY 49 FOR 3.6 MILES TO A DRIVEWAY
 CP0457'EAST AND THE MARK.  IT IS 78 FEET EAST OF THE CENTER OF THE NORTH
 CP0457'BOUND LANE OF U.S. HIGHWAY 49, 21 FEET SOUTH OF THE CENTER OF THE
 CP0457'DRIVEWAY OR TRACK ROAD LEADING TO THE ABANDONED HOUSE, 159 FEET WEST
 CP0457'OF A 3-FOOT OAK TREE, 112 FEET SOUTH OF AN 18-INCH ELM TREE IN THE
 CP0457'FIELD, 13.5 FEET SOUTH OF THE SOUTH END OF A METAL GATE, 2 FEET WEST
 CP0457'OF A FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 CP0457'STATE HIGHWAY DEPARTMENT DISK SET IN A CONCRETE POST PROJECTING 3
 CP0457'INCHES.
 CP0457
 CP0457                          STATION RECOVERY (1988)
 CP0457
 CP0457'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0457'MARK WAS RECOVERED IN GOOD CONDITION.
 CP0457'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND US HIGHWAY 49
 CP0457'IN FLORA GO SOUTHEAST ON HIGHWAY 49 FOR 5.98 KM (3.70 MI) TO A
 CP0457'DRIVEWAY AND THE MARK ON THE LEFT.
 CP0457'IT IS 48.46 M (159.0 FT) WEST OF A 48 INCH OAK, 35.05 M (115.0 FT)
 CP0457'SOUTH OF A POWER POLE, 28.65 M (94.0 FT) EAST OF THE CENTER OF THE
 CP0457'NORTH BOUND LANE OF HIGHWAY 49, 6.4 M (21.0 FT) SOUTH OF A DRIVEWAY,
 CP0457'4.11 M (13.5 FT) SOUTH OF THE SOUTH END OF A METAL GATE, 0.6 M
 CP0457'(2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST
 CP0457'AND PROJECTS 0.07 M (0.2 FT) .
 CP0457
 CP0457                          STATION RECOVERY (2005)
 CP0457
 CP0457'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 CP0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1658 ***********************************************************************
 DK1658  DESIGNATION -  49 V 140 MSHD
 DK1658  PID         -  DK1658
 DK1658  STATE/COUNTY-  MS/HUMPHREYS
 DK1658  USGS QUAD   -  MIDNIGHT (1965)
 DK1658
 DK1658                         *CURRENT SURVEY CONTROL
 DK1658  ___________________________________________________________________
 DK1658* NAD 83(2007)-  33 01 48.14690(N)    090 34 43.21418(W)     ADJUSTED  
 DK1658* NAVD 88     -        31.581  (meters)     103.61   (feet)  ADJUSTED  
 DK1658  ___________________________________________________________________
 DK1658  EPOCH DATE  -        2002.00
 DK1658  X           -     -54,059.418 (meters)                     COMP
 DK1658  Y           -  -5,352,390.719 (meters)                     COMP
 DK1658  Z           -   3,456,755.077 (meters)                     COMP
 DK1658  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DK1658  ELLIP HEIGHT-           5.028 (meters)          (02/15/08) ADJUSTED
 DK1658  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1658  DYNAMIC HT  -          31.547 (meters)     103.50  (feet)  COMP
 DK1658  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DK1658
 DK1658  HORZ ORDER  -  B
 DK1658  VERT ORDER  -  SECOND    CLASS II
 DK1658  ELLP ORDER  -  FOURTH    CLASS II
 DK1658
 DK1658.The horizontal coordinates were established by GPS observations
 DK1658.and adjusted by the EMC INCORPORATED in February 2008.
 DK1658
 DK1658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1658.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1658.The horizontal coordinates are valid at the epoch date displayed above.
 DK1658.The epoch date for horizontal control is a decimal equivalence
 DK1658.of Year/Month/Day.
 DK1658
 DK1658.The orthometric height was determined by differential leveling
 DK1658.and adjusted in June 1991.
 DK1658
 DK1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1658
 DK1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1658
 DK1658.The ellipsoidal height was determined by GPS observations
 DK1658.and is referenced to NAD 83.
 DK1658
 DK1658.The geoid height was determined by GEOID03.
 DK1658
 DK1658.The dynamic height is computed by dividing the NAVD 88
 DK1658.geopotential number by the normal gravity value computed on the
 DK1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1658.degrees latitude (g = 980.6199 gals.).
 DK1658
 DK1658.The modeled gravity was interpolated from observed gravity values.
 DK1658
 DK1658;                    North         East     Units Scale Factor Converg.
 DK1658;SPC MS W     -   391,397.611   677,081.334   MT  0.99995647   -0 08 01.4
 DK1658;SPC MS W     - 1,284,110.33  2,221,391.01   sFT  0.99995647   -0 08 01.4
 DK1658;UTM  15      - 3,657,222.817   726,141.347   MT  1.00023059   +1 19 13.4
 DK1658
 DK1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1658!SPC MS W     -   0.99999921  x   0.99995647  =   0.99995568
 DK1658!UTM  15      -   0.99999921  x   1.00023059  =   1.00022980
 DK1658
 DK1658                          SUPERSEDED SURVEY CONTROL
 DK1658
 DK1658  NAVD 88 (02/15/08)   31.58   (m)          103.6    (f) LEVELING    3  
 DK1658  NGVD 29 (??/??/??)   31.665  (m)          103.89   (f) ADJUSTED    2 2
 DK1658
 DK1658.Superseded values are not recommended for survey control.
 DK1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1658.See file dsdata.txt to determine how the superseded data were derived.
 DK1658
 DK1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2614157223(NAD 83)
 DK1658_MARKER: DD = SURVEY DISK
 DK1658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1658_SP_SET: SET IN A LIGHT STRUCTURE
 DK1658_STAMPING: BM 49V 140 1976
 DK1658_MARK LOGO: NONE  
 DK1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1658+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 DK1658
 DK1658  HISTORY     - Date     Condition        Report By
 DK1658  HISTORY     - 1976     MONUMENTED       MSHD
 DK1658  HISTORY     - 20061207 GOOD             EMCINC
 DK1658
 DK1658                          STATION DESCRIPTION
 DK1658
 DK1658'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1658'1.3 MI S FROM MIDNIGHT.
 DK1658'THE MARK IS LOCATED 1.3 MILES SOUTH OF MIDNIGHT IN A CONCRETE BOX
 DK1658'CULVERT, 3.7 MILES NORTH OF LOUISE, 2.4 MILES NORTH OF THE JUNCTION OF
 DK1658'STATE HIGHWAY 14 AND U.S. HIGHWAY 49 WEST IN THE NORTHEAST 1/4 OF THE
 DK1658'SOUTHWEST 1/4 OF SECTION 26, T 14N, R 4W.  IT IS 41.5 FEET WEST OF THE
 DK1658'CENTER OF HIGHWAY 49, 46 FEET EAST OF THE EAST RAIL, 312 FEET NORTH OF
 DK1658'THE CENTER OF A NARROW ROAD, 1 FOOT NORTH OF A METAL WITNESS POST SET
 DK1658'IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 12 X 8 FOOT
 DK1658'CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 DK1658'HIGHWAY.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE
 DK1658'NORTHEAST OF LOUISE GO NORTH ON U.S. HIGHWAY 49 WEST BYPASS FOR 3.15
 DK1658'MILES TO THE MARK ON THE LEFT.
 DK1658
 DK1658                          STATION RECOVERY (2006)
 DK1658
 DK1658'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1657 ***********************************************************************
 DK1657  DESIGNATION -  49 V 141 MSHD
 DK1657  PID         -  DK1657
 DK1657  STATE/COUNTY-  MS/HUMPHREYS
 DK1657  USGS QUAD   -  MIDNIGHT (1965)
 DK1657
 DK1657                         *CURRENT SURVEY CONTROL
 DK1657  ___________________________________________________________________
 DK1657* NAD 83(1986)-  33 02 30.     (N)    090 34 30.     (W)     SCALED    
 DK1657* NAVD 88     -        32.405  (meters)     106.32   (feet)  ADJUSTED  
 DK1657  ___________________________________________________________________
 DK1657  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1657  DYNAMIC HT  -          32.370 (meters)     106.20  (feet)  COMP
 DK1657  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DK1657
 DK1657  VERT ORDER  -  SECOND    CLASS II
 DK1657
 DK1657.The horizontal coordinates were scaled from a topographic map and have
 DK1657.an estimated accuracy of +/- 6 seconds.
 DK1657
 DK1657.The orthometric height was determined by differential leveling
 DK1657.and adjusted in June 1991.
 DK1657
 DK1657.The geoid height was determined by GEOID03.
 DK1657
 DK1657.The dynamic height is computed by dividing the NAVD 88
 DK1657.geopotential number by the normal gravity value computed on the
 DK1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1657.degrees latitude (g = 980.6199 gals.).
 DK1657
 DK1657.The modeled gravity was interpolated from observed gravity values.
 DK1657
 DK1657;                    North         East    Units  Estimated Accuracy
 DK1657;SPC MS W     -   392,690.      677,430.      MT  (+/- 180 meters Scaled)
 DK1657
 DK1657                          SUPERSEDED SURVEY CONTROL
 DK1657
 DK1657  NGVD 29 (??/??/??)   32.488  (m)          106.59   (f) ADJUSTED    2 2
 DK1657
 DK1657.Superseded values are not recommended for survey control.
 DK1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1657.See file dsdata.txt to determine how the superseded data were derived.
 DK1657
 DK1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS264585(NAD 83)
 DK1657_MARKER: DD = SURVEY DISK
 DK1657_SETTING: 0 = UNSPECIFIED SETTING
 DK1657_STAMPING: BM 49V 141 1976
 DK1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1657
 DK1657  HISTORY     - Date     Condition        Report By
 DK1657  HISTORY     - 1976     MONUMENTED       MSHD
 DK1657
 DK1657                          STATION DESCRIPTION
 DK1657
 DK1657'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1657'0.5 MI S FROM MIDNIGHT.
 DK1657'THE MARK IS LOCATED 0.5 MILE SOUTH OF MIDNIGHT ON THE SOUTH SIDE OF
 DK1657'THE NORTH ONE OF A DOUBLE POWER POLE ON THE NORTHWEST SIDE OF THE U.S.
 DK1657'HIGHWAY 49 WEST BYPASS, 0.15 MILE NORTH OF THE JUNCTION OF THE OLD
 DK1657'HIGHWAY, 3.2 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 14 AND U.S.
 DK1657'HIGHWAY 49 WEST IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
 DK1657'23, T 14N, R 4W.  IT IS 83.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 DK1657'49 WEST, 155 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CYCLONE FENCE
 DK1657'AROUND A POWER SUBSTATION, 1 FOOT SOUTHWEST OF POLE NO. 380 1/2 (THE
 DK1657'NORTHEAST DOUBLE HIGH POWER LINE POLE) 1 FOOT NORTHEAST OF A METAL
 DK1657'WITNESS POST SET IN THE TOP OF THE HIGHWAY AND PROJECTS 2 INCHES.
 DK1657'NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE NORTHEAST
 DK1657'OF LOUISE GO NORTH ON U.S. HIGHWAY 49 BYPASS FOR 4 MILES TO A HIGH
 DK1657'POWER LINE CROSSING AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1652 ***********************************************************************
 DK1652  DESIGNATION -  49 V 142 MSHD
 DK1652  PID         -  DK1652
 DK1652  STATE/COUNTY-  MS/HUMPHREYS
 DK1652  USGS QUAD   -  MIDNIGHT (1965)
 DK1652
 DK1652                         *CURRENT SURVEY CONTROL
 DK1652  ___________________________________________________________________
 DK1652* NAD 83(1986)-  33 03 38.     (N)    090 33 43.     (W)     SCALED    
 DK1652* NAVD 88     -        33.135  (meters)     108.71   (feet)  ADJUSTED  
 DK1652  ___________________________________________________________________
 DK1652  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1652  DYNAMIC HT  -          33.099 (meters)     108.59  (feet)  COMP
 DK1652  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DK1652
 DK1652  VERT ORDER  -  SECOND    CLASS II
 DK1652
 DK1652.The horizontal coordinates were scaled from a topographic map and have
 DK1652.an estimated accuracy of +/- 6 seconds.
 DK1652
 DK1652.The orthometric height was determined by differential leveling
 DK1652.and adjusted in June 1991.
 DK1652
 DK1652.The geoid height was determined by GEOID03.
 DK1652
 DK1652.The dynamic height is computed by dividing the NAVD 88
 DK1652.geopotential number by the normal gravity value computed on the
 DK1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1652.degrees latitude (g = 980.6199 gals.).
 DK1652
 DK1652.The modeled gravity was interpolated from observed gravity values.
 DK1652
 DK1652;                    North         East    Units  Estimated Accuracy
 DK1652;SPC MS W     -   394,780.      678,650.      MT  (+/- 180 meters Scaled)
 DK1652
 DK1652                          SUPERSEDED SURVEY CONTROL
 DK1652
 DK1652  NGVD 29 (??/??/??)   33.217  (m)          108.98   (f) ADJUSTED    2 2
 DK1652
 DK1652.Superseded values are not recommended for survey control.
 DK1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1652.See file dsdata.txt to determine how the superseded data were derived.
 DK1652
 DK1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS276606(NAD 83)
 DK1652_MARKER: DD = SURVEY DISK
 DK1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1652_STAMPING: BM 49V 142 1976
 DK1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1652+STABILITY: SURFACE MOTION
 DK1652
 DK1652  HISTORY     - Date     Condition        Report By
 DK1652  HISTORY     - 1976     MONUMENTED       MSHD
 DK1652
 DK1652                          STATION DESCRIPTION
 DK1652
 DK1652'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1652'0.9 MI NE FROM MIDNIGHT.
 DK1652'THE MARK IS LOCATED 0.9 MILE NORTHEAST OF MIDNIGHT ON THE WEST SIDE OF
 DK1652'A GRAVELED ROAD ABOUT 100 YARDS NORTHWEST OF U.S. HIGHWAY 49 WEST. IT
 DK1652'IS 246 FEET NORTHWEST OF THE CENTER OF HIGHWAY 49 WEST, 133.5 FEET
 DK1652'NORTHWEST OF THE NORTHWEST RAIL, 18 FEET WEST OF THE CENTER OF A
 DK1652'GRAVELED ROAD, 1.5 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH OF A METAL
 DK1652'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4 FEET
 DK1652'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 DK1652'FROM THE DELTA NATIONAL BANK ABOUT 0.3 MILE NORTHEAST OF LOUISE GO
 DK1652'NORTH ON THE U.S. HIGHWAY 49 WEST FOR 5.25 MILES TO THE JUNCTION OF
 DK1652'THE OLD HIGHWAY ABOUT 0.6 MILE NORTHEAST OF MIDNIGHT.  CONTINUE
 DK1652'NORTHEAST ON U.S. HIGHWAY 49 WEST FOR 0.25 MILE TO A SIDE ROAD AND THE
 DK1652'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1651 ***********************************************************************
 DK1651  DESIGNATION -  49 V 143 MSHD
 DK1651  PID         -  DK1651
 DK1651  STATE/COUNTY-  MS/HUMPHREYS
 DK1651  USGS QUAD   -  MIDNIGHT (1965)
 DK1651
 DK1651                         *CURRENT SURVEY CONTROL
 DK1651  ___________________________________________________________________
 DK1651* NAD 83(1986)-  33 04 07.     (N)    090 32 52.     (W)     SCALED    
 DK1651* NAVD 88     -        33.595  (meters)     110.22   (feet)  ADJUSTED  
 DK1651  ___________________________________________________________________
 DK1651  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1651  DYNAMIC HT  -          33.559 (meters)     110.10  (feet)  COMP
 DK1651  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DK1651
 DK1651  VERT ORDER  -  SECOND    CLASS II
 DK1651
 DK1651.The horizontal coordinates were scaled from a topographic map and have
 DK1651.an estimated accuracy of +/- 6 seconds.
 DK1651
 DK1651.The orthometric height was determined by differential leveling
 DK1651.and adjusted in June 1991.
 DK1651
 DK1651.The geoid height was determined by GEOID03.
 DK1651
 DK1651.The dynamic height is computed by dividing the NAVD 88
 DK1651.geopotential number by the normal gravity value computed on the
 DK1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1651.degrees latitude (g = 980.6199 gals.).
 DK1651
 DK1651.The modeled gravity was interpolated from observed gravity values.
 DK1651
 DK1651;                    North         East    Units  Estimated Accuracy
 DK1651;SPC MS W     -   395,670.      679,980.      MT  (+/- 180 meters Scaled)
 DK1651
 DK1651                          SUPERSEDED SURVEY CONTROL
 DK1651
 DK1651  NGVD 29 (??/??/??)   33.676  (m)          110.49   (f) ADJUSTED    2 2
 DK1651
 DK1651.Superseded values are not recommended for survey control.
 DK1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1651.See file dsdata.txt to determine how the superseded data were derived.
 DK1651
 DK1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS289615(NAD 83)
 DK1651_MARKER: DD = SURVEY DISK
 DK1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1651_STAMPING: BM 49V 143 1976
 DK1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1651+STABILITY: SURFACE MOTION
 DK1651
 DK1651  HISTORY     - Date     Condition        Report By
 DK1651  HISTORY     - 1976     MONUMENTED       MSHD
 DK1651
 DK1651                          STATION DESCRIPTION
 DK1651
 DK1651'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1651'1.9 MI NE FROM MIDNIGHT.
 DK1651'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF MIDNIGHT IN THE NORTH ANGLE
 DK1651'OF A CROSSROAD ON THE NORTHWEST RIGHT OF WAY OF THE I.C.G. RAILROAD
 DK1651'TRACK, 3.6 MILES SOUTHWEST OF SILVER CITY IN THE SOUTHEAST 1/4 OF THE
 DK1651'SOUTHWEST 1/4 OF SECTION 7, T 14N, R 3W.  IT IS 103 FEET NORTHWEST OF
 DK1651'THE CENTER OF HIGHWAY 49 WEST, 213 FEET NORTHEAST OF THE CENTER OF A
 DK1651'GRAVELED ROAD, 20 FEET NORTHWEST OF THE NORTHWEST RAIL, 100 FEET
 DK1651'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 146 FEET SOUTHWEST OF THE
 DK1651'SOUTHWEST POST OF AN IMPLEMENT SHED, 1.5 FEET NORTHEAST OF A POWER
 DK1651'POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 DK1651'ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 DK1651'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE DELTA NATIONAL BANK ABOUT
 DK1651'0.3 MILE NORTHEAST OF LOUISE GO NORTH ON U.S. HIGHWAY 49 WEST BYPASS
 DK1651'FOR 5.25 MILES TO THE JUNCTION OF THE OLD HIGHWAY. CONTINUE NORTHEAST
 DK1651'ON U.S. HIGHWAY 49 WEST FOR 1.3 MILES TO A SIDE ROAD AND THE MARK ON
 DK1651'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1650 ***********************************************************************
 DK1650  DESIGNATION -  49 V 144 MSHD
 DK1650  PID         -  DK1650
 DK1650  STATE/COUNTY-  MS/HUMPHREYS
 DK1650  USGS QUAD   -  MIDNIGHT (1965)
 DK1650
 DK1650                         *CURRENT SURVEY CONTROL
 DK1650  ___________________________________________________________________
 DK1650* NAD 83(1986)-  33 04 27.     (N)    090 32 17.     (W)     SCALED    
 DK1650* NAVD 88     -        33.117  (meters)     108.65   (feet)  ADJUSTED  
 DK1650  ___________________________________________________________________
 DK1650  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1650  DYNAMIC HT  -          33.082 (meters)     108.54  (feet)  COMP
 DK1650  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DK1650
 DK1650  VERT ORDER  -  SECOND    CLASS II
 DK1650
 DK1650.The horizontal coordinates were scaled from a topographic map and have
 DK1650.an estimated accuracy of +/- 6 seconds.
 DK1650
 DK1650.The orthometric height was determined by differential leveling
 DK1650.and adjusted in June 1991.
 DK1650
 DK1650.The geoid height was determined by GEOID03.
 DK1650
 DK1650.The dynamic height is computed by dividing the NAVD 88
 DK1650.geopotential number by the normal gravity value computed on the
 DK1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1650.degrees latitude (g = 980.6199 gals.).
 DK1650
 DK1650.The modeled gravity was interpolated from observed gravity values.
 DK1650
 DK1650;                    North         East    Units  Estimated Accuracy
 DK1650;SPC MS W     -   396,280.      680,890.      MT  (+/- 180 meters Scaled)
 DK1650
 DK1650                          SUPERSEDED SURVEY CONTROL
 DK1650
 DK1650  NGVD 29 (??/??/??)   33.197  (m)          108.91   (f) ADJUSTED    2 2
 DK1650
 DK1650.Superseded values are not recommended for survey control.
 DK1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1650.See file dsdata.txt to determine how the superseded data were derived.
 DK1650
 DK1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS298622(NAD 83)
 DK1650_MARKER: DD = SURVEY DISK
 DK1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1650_SP_SET: CULVERT
 DK1650_STAMPING: BM 49V 144 1976
 DK1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1650
 DK1650  HISTORY     - Date     Condition        Report By
 DK1650  HISTORY     - 1976     MONUMENTED       MSHD
 DK1650
 DK1650                          STATION DESCRIPTION
 DK1650
 DK1650'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1650'2.7 MI NE FROM MIDNIGHT.
 DK1650'THE MARK IS LOCATED 2.7 MILES NORTHEAST OF MIDNIGHT, 2.8 MILES
 DK1650'SOUTHWEST OF SILVER CITY IN A CONCRETE BOX CULVERT, 0.2 MILE SOUTHWEST
 DK1650'OF A CROSSROAD IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7,
 DK1650'T 14N, R 3W.  IT IS 40 FEET NORTHWEST OF THE CENTER OF HIGHWAY 49
 DK1650'WEST, 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 102.5 FEET NORTH OF A
 DK1650'POWER POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN A DRILL
 DK1650'HOLE IN THE SOUTHWEST END OF THE NORTHEAST HEADWALL OF A 2 X 2 FOOT
 DK1650'BOX CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM
 DK1650'THE DELTA NATIONAL BANK ABOUT 0.3 MILE NORTHEAST OF LOUISE GO NORTH ON
 DK1650'THE U.S. HIGHWAY 49 WEST BYPASS FOR 6.5 MILES TO A SIDE ROAD LEFT.
 DK1650'CONTINUE NORTHEAST ON HIGHWAY 49 WEST FOR 0.7 MILE TO THE MARK ON THE
 DK1650'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1649 ***********************************************************************
 DK1649  DESIGNATION -  49 V 145 MSHD
 DK1649  PID         -  DK1649
 DK1649  STATE/COUNTY-  MS/HUMPHREYS
 DK1649  USGS QUAD   -  MIDNIGHT (1965)
 DK1649
 DK1649                         *CURRENT SURVEY CONTROL
 DK1649  ___________________________________________________________________
 DK1649* NAD 83(1986)-  33 04 51.     (N)    090 31 38.     (W)     SCALED    
 DK1649* NAVD 88     -        33.050  (meters)     108.43   (feet)  ADJUSTED  
 DK1649  ___________________________________________________________________
 DK1649  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK1649  DYNAMIC HT  -          33.014 (meters)     108.31  (feet)  COMP
 DK1649  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DK1649
 DK1649  VERT ORDER  -  SECOND    CLASS II
 DK1649
 DK1649.The horizontal coordinates were scaled from a topographic map and have
 DK1649.an estimated accuracy of +/- 6 seconds.
 DK1649
 DK1649.The orthometric height was determined by differential leveling
 DK1649.and adjusted in June 1991.
 DK1649
 DK1649.The geoid height was determined by GEOID03.
 DK1649
 DK1649.The dynamic height is computed by dividing the NAVD 88
 DK1649.geopotential number by the normal gravity value computed on the
 DK1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1649.degrees latitude (g = 980.6199 gals.).
 DK1649
 DK1649.The modeled gravity was interpolated from observed gravity values.
 DK1649
 DK1649;                    North         East    Units  Estimated Accuracy
 DK1649;SPC MS W     -   397,020.      681,900.      MT  (+/- 180 meters Scaled)
 DK1649
 DK1649                          SUPERSEDED SURVEY CONTROL
 DK1649
 DK1649  NGVD 29 (??/??/??)   33.129  (m)          108.69   (f) ADJUSTED    2 2
 DK1649
 DK1649.Superseded values are not recommended for survey control.
 DK1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1649.See file dsdata.txt to determine how the superseded data were derived.
 DK1649
 DK1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS308629(NAD 83)
 DK1649_MARKER: DD = SURVEY DISK
 DK1649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1649_SP_SET: CULVERT
 DK1649_STAMPING: BM 49V 145 1976
 DK1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1649
 DK1649  HISTORY     - Date     Condition        Report By
 DK1649  HISTORY     - 1976     MONUMENTED       MSHD
 DK1649
 DK1649                          STATION DESCRIPTION
 DK1649
 DK1649'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1649'2.2 MI SW FROM SILVER CITY.
 DK1649'THE MARK IS LOCATED 2.2 MILES SOUTHWEST OF SILVER CITY, 3.3 MILES
 DK1649'NORTHEAST OF MIDNIGHT, 0.75 MILE NORTHEAST OF A CROSSROAD, 7.2 MILES
 DK1649'SOUTH OF BELZONI NEAR THE CENTER OF THE NORTH SIDE OF SECTION 8, T
 DK1649'14N, R 3W.  IT IS 42 FEET NORTHWEST OF THE CENTER OF HIGHWAY 49 WEST,
 DK1649'35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 107 FEET WEST-NORTHWEST OF A
 DK1649'POWER POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL
 DK1649'HOLE IN THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 3 X 2 FOOT
 DK1649'CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK1649'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND
 DK1649'U.S. HIGHWAY 49 WEST ABOUT 1 MILE SOUTH OF BELZONI GO SOUTHWEST ON
 DK1649'U.S. HIGHWAY 49 WEST FOR 5 MILES TO THE JUNCTION OF THE OLD HIGHWAY
 DK1649'LEADING INTO SILVER CITY.  CONTINUE SOUTHWEST ON HIGHWAY 49 WEST FOR
 DK1649'2.55 MILES TO THE MARK ON THE RIGHT (ABOUT 100 YARDS BEYOND A SIDE
 DK1649'ROAD LEFT).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1648 ***********************************************************************
 DK1648  DESIGNATION -  49 V 146 MSHD
 DK1648  PID         -  DK1648
 DK1648  STATE/COUNTY-  MS/HUMPHREYS
 DK1648  USGS QUAD   -  MIDNIGHT (1965)
 DK1648
 DK1648                         *CURRENT SURVEY CONTROL
 DK1648  ___________________________________________________________________
 DK1648* NAD 83(1986)-  33 05 24.     (N)    090 30 37.     (W)     SCALED    
 DK1648* NAVD 88     -        33.084  (meters)     108.54   (feet)  ADJUSTED  
 DK1648  ___________________________________________________________________
 DK1648  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DK1648  DYNAMIC HT  -          33.048 (meters)     108.42  (feet)  COMP
 DK1648  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DK1648
 DK1648  VERT ORDER  -  SECOND    CLASS II
 DK1648
 DK1648.The horizontal coordinates were scaled from a topographic map and have
 DK1648.an estimated accuracy of +/- 6 seconds.
 DK1648
 DK1648.The orthometric height was determined by differential leveling
 DK1648.and adjusted in June 1991.
 DK1648
 DK1648.The geoid height was determined by GEOID03.
 DK1648
 DK1648.The dynamic height is computed by dividing the NAVD 88
 DK1648.geopotential number by the normal gravity value computed on the
 DK1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1648.degrees latitude (g = 980.6199 gals.).
 DK1648
 DK1648.The modeled gravity was interpolated from observed gravity values.
 DK1648
 DK1648;                    North         East    Units  Estimated Accuracy
 DK1648;SPC MS W     -   398,030.      683,480.      MT  (+/- 180 meters Scaled)
 DK1648
 DK1648                          SUPERSEDED SURVEY CONTROL
 DK1648
 DK1648  NGVD 29 (??/??/??)   33.162  (m)          108.80   (f) ADJUSTED    2 2
 DK1648
 DK1648.Superseded values are not recommended for survey control.
 DK1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1648.See file dsdata.txt to determine how the superseded data were derived.
 DK1648
 DK1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS323640(NAD 83)
 DK1648_MARKER: DD = SURVEY DISK
 DK1648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1648_SP_SET: CULVERT
 DK1648_STAMPING: BM 49V 146 1976
 DK1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1648
 DK1648  HISTORY     - Date     Condition        Report By
 DK1648  HISTORY     - 1976     MONUMENTED       MSHD
 DK1648
 DK1648                          STATION DESCRIPTION
 DK1648
 DK1648'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1648'0.9 MI SW FROM SILVER CITY.
 DK1648'THE MARK IS LOCATED 0.9 MILE SOUTHWEST OF SILVER CITY, 4.5 MILES
 DK1648'NORTHEAST OF MIDNIGHT, 6.3 MILES SOUTH OF BELZONI IN THE NORTHEAST 1/4
 DK1648'OF SECTION 4, T 14N, R 3W.  IT IS 22 FEET NORTHWEST OF THE CENTER OF
 DK1648'49 WEST, 33 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 57 FEET
 DK1648'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTHEAST OF A METAL WITNESS
 DK1648'POST SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE NORTHWEST
 DK1648'HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT AND IS ABOUT 18 INCHES
 DK1648'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF
 DK1648'STATE HIGHWAY 12 AND U.S. HIGHWAY 49 WEST ABOUT 1 MILE SOUTH OF
 DK1648'BELZONI GO SOUTHWEST ON U.S. HIGHWAY 49 WEST FOR 5 MILES TO THE
 DK1648'JUNCTION OF THE OLD HIGHWAY LEADING INTO SILVER CITY.  CONTINUE
 DK1648'SOUTHWEST ON HIGHWAY 49 WEST FOR 1.25 MILES TO A SIDE ROAD AND THE
 DK1648'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1704 ***********************************************************************
 DK1704  DESIGNATION -  49 V 147 MSHD
 DK1704  PID         -  DK1704
 DK1704  STATE/COUNTY-  MS/HUMPHREYS
 DK1704  USGS QUAD   -  SILVER CITY (1982)
 DK1704
 DK1704                         *CURRENT SURVEY CONTROL
 DK1704  ___________________________________________________________________
 DK1704* NAD 83(1986)-  33 05 53.     (N)    090 29 51.     (W)     SCALED    
 DK1704* NAVD 88     -        32.847  (meters)     107.77   (feet)  ADJUSTED  
 DK1704  ___________________________________________________________________
 DK1704  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DK1704  DYNAMIC HT  -          32.812 (meters)     107.65  (feet)  COMP
 DK1704  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DK1704
 DK1704  VERT ORDER  -  SECOND    CLASS II
 DK1704
 DK1704.The horizontal coordinates were scaled from a topographic map and have
 DK1704.an estimated accuracy of +/- 6 seconds.
 DK1704
 DK1704.The orthometric height was determined by differential leveling
 DK1704.and adjusted in June 1991.
 DK1704
 DK1704.The geoid height was determined by GEOID03.
 DK1704
 DK1704.The dynamic height is computed by dividing the NAVD 88
 DK1704.geopotential number by the normal gravity value computed on the
 DK1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1704.degrees latitude (g = 980.6199 gals.).
 DK1704
 DK1704.The modeled gravity was interpolated from observed gravity values.
 DK1704
 DK1704;                    North         East    Units  Estimated Accuracy
 DK1704;SPC MS W     -   398,930.      684,680.      MT  (+/- 180 meters Scaled)
 DK1704
 DK1704                          SUPERSEDED SURVEY CONTROL
 DK1704
 DK1704  NGVD 29 (??/??/??)   32.923  (m)          108.01   (f) ADJUSTED    2 2
 DK1704
 DK1704.Superseded values are not recommended for survey control.
 DK1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1704.See file dsdata.txt to determine how the superseded data were derived.
 DK1704
 DK1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS335649(NAD 83)
 DK1704_MARKER: DD = SURVEY DISK
 DK1704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1704_SP_SET: CULVERT
 DK1704_STAMPING: BM 49 V 147 1976
 DK1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1704
 DK1704  HISTORY     - Date     Condition        Report By
 DK1704  HISTORY     - 1976     MONUMENTED       MSHD
 DK1704
 DK1704                          STATION DESCRIPTION
 DK1704
 DK1704'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1704'0.2 MI NW FROM SILVER CITY.
 DK1704'THE MARK IS LOCATED 0.2 MILE NORTHWEST OF SILVER CITY, 5.5 MILES SOUTH
 DK1704'OF BELZONI, 0.25 MILE NORTHWEST OF A RAILROAD CROSSING IN THE SOUTHWES
 DK1704'QUARTER OF SECTION 34, T 15N, R 3W.  IT IS 23.5 FEET EAST OF THE CENTE
 DK1704'OF HIGHWAY 49 WEST, 88 FEET SOUTH OF THE CENTER OF A RAMP, 1 FOOT SOUT
 DK1704'OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF A 5 X
 DK1704'FOOT CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK1704'HIGHWAY.
 DK1704'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S.
 DK1704'HIGHWAY 49 WEST ABOUT 1 MILE SOUTH OF BELZONI GO SOUTH ON U.S. HIGHWAY
 DK1704'49 FOR 5 MILES TO THE JUNCTION OF THE OLD HIGHWAY LEADING INTO SILVER
 DK1704'CITY.  CONTINUE SOUTH ON U.S. HIGHWAY 49 WEST FOR 0.25 MILE TO THE MAR
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1662 ***********************************************************************
 DK1662  DESIGNATION -  49 V 148 MSHD
 DK1662  PID         -  DK1662
 DK1662  STATE/COUNTY-  MS/HUMPHREYS
 DK1662  USGS QUAD   -  MIDNIGHT (1965)
 DK1662
 DK1662                         *CURRENT SURVEY CONTROL
 DK1662  ___________________________________________________________________
 DK1662* NAD 83(1986)-  33 06 38.     (N)    090 30 22.     (W)     SCALED    
 DK1662* NAVD 88     -        31.919  (meters)     104.72   (feet)  ADJUSTED  
 DK1662  ___________________________________________________________________
 DK1662  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK1662  DYNAMIC HT  -          31.885 (meters)     104.61  (feet)  COMP
 DK1662  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DK1662
 DK1662  VERT ORDER  -  SECOND    CLASS II
 DK1662
 DK1662.The horizontal coordinates were scaled from a topographic map and have
 DK1662.an estimated accuracy of +/- 6 seconds.
 DK1662
 DK1662.The orthometric height was determined by differential leveling
 DK1662.and adjusted in June 1991.
 DK1662
 DK1662.The geoid height was determined by GEOID03.
 DK1662
 DK1662.The dynamic height is computed by dividing the NAVD 88
 DK1662.geopotential number by the normal gravity value computed on the
 DK1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1662.degrees latitude (g = 980.6199 gals.).
 DK1662
 DK1662.The modeled gravity was interpolated from observed gravity values.
 DK1662
 DK1662;                    North         East    Units  Estimated Accuracy
 DK1662;SPC MS W     -   400,310.      683,870.      MT  (+/- 180 meters Scaled)
 DK1662
 DK1662                          SUPERSEDED SURVEY CONTROL
 DK1662
 DK1662  NGVD 29 (??/??/??)   31.995  (m)          104.97   (f) ADJUSTED    2 2
 DK1662
 DK1662.Superseded values are not recommended for survey control.
 DK1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1662.See file dsdata.txt to determine how the superseded data were derived.
 DK1662
 DK1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS327663(NAD 83)
 DK1662_MARKER: DD = SURVEY DISK
 DK1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1662_SP_SET: CULVERT
 DK1662_STAMPING: BM 49V 148 1976
 DK1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1662
 DK1662  HISTORY     - Date     Condition        Report By
 DK1662  HISTORY     - 1976     MONUMENTED       MSHD
 DK1662
 DK1662                          STATION DESCRIPTION
 DK1662
 DK1662'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1662'1 MI NW FROM SILVER CITY.
 DK1662'THE MARK IS LOCATED 1 MILE NORTHWEST OF SILVER CITY, 1.2 MILES
 DK1662'NORTHWEST OF A RAILROAD CROSSING, 4.9 MILES SOUTH-SOUTHWEST OF BELZONI
 DK1662'IN THE NORTHEAST 1/4 OF SECTION 33, T 15N, R 3W.  IT IS 23 FEET
 DK1662'NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 77 FEET SOUTHEAST OF THE
 DK1662'PROJECTED CENTER OF A GRAVELED ROAD, 92.5 FEET SOUTHEAST OF THE SOUTH
 DK1662'CORNER OF THE CONCRETE BASE FOR A TELEPHONE JUNCTION BOX, 1 FOOT
 DK1662'SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST
 DK1662'END OF THE NORTHEAST HEADWALL OF A 6 X 6 FOOT CONCRETE BOX CULVERT AND
 DK1662'IS ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 DK1662'FROM THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S. HIGHWAY 49
 DK1662'WEST ABOUT 1 MILE SOUTH OF BELZONI GO SOUTHWEST ON U.S. HIGHWAY 49
 DK1662'WEST FOR 4.3 MILES TO THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD
 DK1662'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1663 ***********************************************************************
 DK1663  DESIGNATION -  49 V 149 MSHD
 DK1663  PID         -  DK1663
 DK1663  STATE/COUNTY-  MS/HUMPHREYS
 DK1663  USGS QUAD   -  MIDNIGHT (1965)
 DK1663
 DK1663                         *CURRENT SURVEY CONTROL
 DK1663  ___________________________________________________________________
 DK1663* NAD 83(1986)-  33 07 25.     (N)    090 30 58.     (W)     SCALED    
 DK1663* NAVD 88     -        33.175  (meters)     108.84   (feet)  ADJUSTED  
 DK1663  ___________________________________________________________________
 DK1663  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK1663  DYNAMIC HT  -          33.139 (meters)     108.72  (feet)  COMP
 DK1663  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DK1663
 DK1663  VERT ORDER  -  SECOND    CLASS II
 DK1663
 DK1663.The horizontal coordinates were scaled from a topographic map and have
 DK1663.an estimated accuracy of +/- 6 seconds.
 DK1663
 DK1663.The orthometric height was determined by differential leveling
 DK1663.and adjusted in June 1991.
 DK1663
 DK1663.The geoid height was determined by GEOID03.
 DK1663
 DK1663.The dynamic height is computed by dividing the NAVD 88
 DK1663.geopotential number by the normal gravity value computed on the
 DK1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1663.degrees latitude (g = 980.6199 gals.).
 DK1663
 DK1663.The modeled gravity was interpolated from observed gravity values.
 DK1663
 DK1663;                    North         East    Units  Estimated Accuracy
 DK1663;SPC MS W     -   401,760.      682,940.      MT  (+/- 180 meters Scaled)
 DK1663
 DK1663                          SUPERSEDED SURVEY CONTROL
 DK1663
 DK1663  NGVD 29 (??/??/??)   33.250  (m)          109.09   (f) ADJUSTED    2 2
 DK1663
 DK1663.Superseded values are not recommended for survey control.
 DK1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1663.See file dsdata.txt to determine how the superseded data were derived.
 DK1663
 DK1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS317677(NAD 83)
 DK1663_MARKER: DD = SURVEY DISK
 DK1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1663_STAMPING: BM 49V 149 1976
 DK1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1663+STABILITY: SURFACE MOTION
 DK1663
 DK1663  HISTORY     - Date     Condition        Report By
 DK1663  HISTORY     - 1976     MONUMENTED       MSHD
 DK1663
 DK1663                          STATION DESCRIPTION
 DK1663
 DK1663'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1663'2.2 MI NW FROM SILVER CITY.
 DK1663'THE MARK IS LOCATED 2.2 MILES NORTHWEST OF SILVER CITY NEAR THE
 DK1663'SOUTHEAST RIGHT OF WAY OF THE I.C.R.R. TRACK ON THE NORTH SIDE OF A
 DK1663'FARM ROAD, 3.7 MILES SOUTH-SOUTHWEST OF BELZONI IN THE SOUTHWEST 1/4
 DK1663'OF SECTION 21, T 15N, R 5W.  IT IS 134 FEET NORTHEAST OF THE CENTER OF
 DK1663'HIGHWAY 49 WEST, 33 FEET NORTHEAST OF THE NORTHEAST RAIL, 57 FEET
 DK1663'NORTHWEST OF THE CENTER OF A GRAVELED ROAD TO A FARM, 1 FOOT SOUTHEAST
 DK1663'OF A POWER POLE WITH GUY WIRES, 1 FOOT NORTHWEST OF A METAL WITNESS
 DK1663'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET BELOW THE
 DK1663'LEVEL OF THE TRACK AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE
 DK1663'JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S. HIGHWAY 49 WEST
 DK1663'ABOUT 1 MILE SOUTH OF BELZONI GO SOUTH ON U.S. HIGHWAY 49 WEST FOR
 DK1663'2.15 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 49
 DK1663'WEST FOR 1 MILE TO A FIELD ROAD CROSSING AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0077 ***********************************************************************
 CP0077  DESIGNATION -  49 V 15
 CP0077  PID         -  CP0077
 CP0077  STATE/COUNTY-  MS/MADISON
 CP0077  USGS QUAD   -  FLORA (1988)
 CP0077
 CP0077                         *CURRENT SURVEY CONTROL
 CP0077  ___________________________________________________________________
 CP0077* NAD 83(1986)-  32 30 16.     (N)    090 18 02.     (W)     SCALED    
 CP0077* NAVD 88     -        86.532  (meters)     283.90   (feet)  ADJUSTED  
 CP0077  ___________________________________________________________________
 CP0077  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CP0077  DYNAMIC HT  -          86.433 (meters)     283.57  (feet)  COMP
 CP0077  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CP0077
 CP0077  VERT ORDER  -  SECOND    CLASS 0
 CP0077
 CP0077.The horizontal coordinates were scaled from a topographic map and have
 CP0077.an estimated accuracy of +/- 6 seconds.
 CP0077
 CP0077.The orthometric height was determined by differential leveling
 CP0077.and adjusted in June 1991.
 CP0077
 CP0077.The geoid height was determined by GEOID03.
 CP0077
 CP0077.The dynamic height is computed by dividing the NAVD 88
 CP0077.geopotential number by the normal gravity value computed on the
 CP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0077.degrees latitude (g = 980.6199 gals.).
 CP0077
 CP0077.The modeled gravity was interpolated from observed gravity values.
 CP0077
 CP0077;                    North         East    Units  Estimated Accuracy
 CP0077;SPC MS W     -   333,090.      703,080.      MT  (+/- 180 meters Scaled)
 CP0077
 CP0077                          SUPERSEDED SURVEY CONTROL
 CP0077
 CP0077  NGVD 29 (??/??/92)   86.610  (m)          284.15   (f) ADJ UNCH    2 0
 CP0077
 CP0077.Superseded values are not recommended for survey control.
 CP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0077.See file dsdata.txt to determine how the superseded data were derived.
 CP0077
 CP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR536995(NAD 83)
 CP0077_MARKER: DD = SURVEY DISK
 CP0077_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0077_STAMPING: BM 49V-15 1960
 CP0077_MARK LOGO: MSHD  
 CP0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0077+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988
 CP0077
 CP0077  HISTORY     - Date     Condition        Report By
 CP0077  HISTORY     - 1960     MONUMENTED       MSHD
 CP0077  HISTORY     - 1964     GOOD             MSHD
 CP0077  HISTORY     - 19881031 GOOD             MSHD
 CP0077
 CP0077                          STATION DESCRIPTION
 CP0077
 CP0077'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0077'2.4 MI NW FROM POCAHONTAS.
 CP0077'LOCATED 2.4 MILES NORTHWEST OF POCAHONTAS AND 3.0 MILES SOUTHEAST OF
 CP0077'FLORA ON NEW U. S. HIGHWAY 49 RIGHT-OF-WAY.  TO REACH FROM ILLINOIS
 CP0077'CENTRAL RAILROAD DEPOT IN FLORA, GO WEST ON STATE HIGHWAY 22 FOR 0.2
 CP0077'MILE TO THE JUNCTION OF U. S. HIGHWAY 49.  TURN LEFT ON HIGHWAY 49 AND
 CP0077'CONTINUE SOUTHEAST FOR 2.8 MILES TO A CONCRETE CULVERT AND MARK AS
 CP0077'DESCRIBED.  MARK IS A STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK
 CP0077'STAMPED BM 49V-15 1960, SET IN THE SOUTHWEST CORNER OF A BOX CULVERT.
 CP0077'IT IS 52.6 FEET EAST OF A 12-INCH SYCAMORE TREE, 35.8 FEET WEST OF THE
 CP0077'CENTERLINE OF NEW HIGHWAY 49, 35.0 FEET EAST OF A FENCE, AND 33.5 FEET
 CP0077'EAST OF A METAL WITNESS POST.
 CP0077
 CP0077                          STATION RECOVERY (1988)
 CP0077
 CP0077'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0077'MARK WAS VISITED AND FOUND IN GOOD CONDITION.
 CP0077'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND US HIGHWAY 49
 CP0077'IN FLORA, GO SOUTHEAST ON HIGHWAY 49 FOR 2.66 KM (1.65 MI) TO THE
 CP0077'CULVERT AND THE MARK ON THE RIGHT.
 CP0077'IT IS  15.54 M (51.0 FT) EAST OF A 24 INCH SYCAMORE, 10.97 M
 CP0077'(36.0 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF 49, SET IN A
 CP0077'DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE PIPE
 CP0077'CULVERT AND IS ABOUT 1.22 M (4.0 FT) BELOW YHE LEVEL OF THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3320 ***********************************************************************
 BH3320  DESIGNATION -  49 V 15 A
 BH3320  PID         -  BH3320
 BH3320  STATE/COUNTY-  MS/HARRISON
 BH3320  USGS QUAD   -  MC HENRY (1982)
 BH3320
 BH3320                         *CURRENT SURVEY CONTROL
 BH3320  ___________________________________________________________________
 BH3320* NAD 83(1986)-  30 38 44.     (N)    089 08 04.     (W)     SCALED    
 BH3320* NAVD 88     -        48.189  (meters)     158.10   (feet)  ADJUSTED  
 BH3320  ___________________________________________________________________
 BH3320  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH3320  DYNAMIC HT  -          48.125 (meters)     157.89  (feet)  COMP
 BH3320  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 BH3320
 BH3320  VERT ORDER  -  SECOND    CLASS II
 BH3320
 BH3320.The horizontal coordinates were scaled from a topographic map and have
 BH3320.an estimated accuracy of +/- 6 seconds.
 BH3320
 BH3320.The orthometric height was determined by differential leveling
 BH3320.and adjusted in May 1996.
 BH3320
 BH3320.The geoid height was determined by GEOID03.
 BH3320
 BH3320.The dynamic height is computed by dividing the NAVD 88
 BH3320.geopotential number by the normal gravity value computed on the
 BH3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3320.degrees latitude (g = 980.6199 gals.).
 BH3320
 BH3320.The modeled gravity was interpolated from observed gravity values.
 BH3320
 BH3320;                    North         East    Units  Estimated Accuracy
 BH3320;SPC MS E     -   127,020.      271,140.      MT  (+/- 180 meters Scaled)
 BH3320
 BH3320                          SUPERSEDED SURVEY CONTROL
 BH3320
 BH3320.No superseded survey control is available for this station.
 BH3320
 BH3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU954922(NAD 83)
 BH3320_MARKER: DD = SURVEY DISK
 BH3320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3320_SP_SET: PIPE CULVERT
 BH3320_STAMPING: BM 49 V 15A 1988
 BH3320_MARK LOGO: MSHD  
 BH3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3320+STABILITY: SURFACE MOTION
 BH3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3320+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3320
 BH3320  HISTORY     - Date     Condition        Report By
 BH3320  HISTORY     - 1988     MONUMENTED       MSHD
 BH3320
 BH3320                          STATION DESCRIPTION
 BH3320
 BH3320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3320'MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) NORTH OF SAUCIER, IN A
 BH3320'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BH3320'SECTION 6, T 5S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 BH3320'49 AND STATE HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO NORTH ON
 BH3320'U.S. HIGHWAY 49 FOR 0.95 MI (1.53 KM) TO THE MARK ON THE RIGHT.
 BH3320'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 BH3320'END OF THE EAST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, 31 FT
 BH3320'(9.4 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 BH3320'IS ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1664 ***********************************************************************
 DK1664  DESIGNATION -  49 V 150 MSHD
 DK1664  PID         -  DK1664
 DK1664  STATE/COUNTY-  MS/HUMPHREYS
 DK1664  USGS QUAD   -  BELLEWOOD (1965)
 DK1664
 DK1664                         *CURRENT SURVEY CONTROL
 DK1664  ___________________________________________________________________
 DK1664* NAD 83(1986)-  33 07 47.     (N)    090 31 08.     (W)     SCALED    
 DK1664* NAVD 88     -        32.524  (meters)     106.71   (feet)  ADJUSTED  
 DK1664  ___________________________________________________________________
 DK1664  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1664  DYNAMIC HT  -          32.489 (meters)     106.59  (feet)  COMP
 DK1664  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DK1664
 DK1664  VERT ORDER  -  SECOND    CLASS II
 DK1664
 DK1664.The horizontal coordinates were scaled from a topographic map and have
 DK1664.an estimated accuracy of +/- 6 seconds.
 DK1664
 DK1664.The orthometric height was determined by differential leveling
 DK1664.and adjusted in June 1991.
 DK1664
 DK1664.The geoid height was determined by GEOID03.
 DK1664
 DK1664.The dynamic height is computed by dividing the NAVD 88
 DK1664.geopotential number by the normal gravity value computed on the
 DK1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1664.degrees latitude (g = 980.6199 gals.).
 DK1664
 DK1664.The modeled gravity was interpolated from observed gravity values.
 DK1664
 DK1664;                    North         East    Units  Estimated Accuracy
 DK1664;SPC MS W     -   402,440.      682,690.      MT  (+/- 180 meters Scaled)
 DK1664
 DK1664                          SUPERSEDED SURVEY CONTROL
 DK1664
 DK1664  NGVD 29 (??/??/??)   32.600  (m)          106.96   (f) ADJUSTED    2 2
 DK1664
 DK1664.Superseded values are not recommended for survey control.
 DK1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1664.See file dsdata.txt to determine how the superseded data were derived.
 DK1664
 DK1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS314684(NAD 83)
 DK1664_MARKER: DD = SURVEY DISK
 DK1664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1664_SP_SET: CULVERT
 DK1664_STAMPING: BM 49V 150 1976
 DK1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1664
 DK1664  HISTORY     - Date     Condition        Report By
 DK1664  HISTORY     - 1976     MONUMENTED       MSHD
 DK1664
 DK1664                          STATION DESCRIPTION
 DK1664
 DK1664'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1664'2.7 MI NW FROM SILVER CITY.
 DK1664'THE MARK IS LOCATED 2.7 MILES NORTHWEST OF SILVER CITY, 3.8 MILES
 DK1664'SOUTH-SOUTHWEST OF BELZONI, 0.65 MILE SOUTH OF A LOOKOUT TOWER NEAR
 DK1664'THE CENTER OF THE WEST SIDE OF SECTION 21, T 15N, R 3W.  IT IS 34.5
 DK1664'FEET EAST OF THE CENTER OF HIGHWAY 49 WEST, 24 FEET NORTH OF THE
 DK1664'PROJECTED CENTER OF A FIELD ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST
 DK1664'SET IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 3 X 3
 DK1664'FOOT CONCRETE BOX CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 DK1664'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12
 DK1664'LEADING EAST AND U.S. HIGHWAY 49 WEST ABOUT 1 MILE SOUTH OF BELZONI GO
 DK1664'SOUTH ON U.S. HIGHWAY 49 WEST FOR 2.15 MILES TO A SIDE ROAD RIGHT.
 DK1664'CONTINUE SOUTH ON U.S. HIGHWAY 49 WEST FOR 0.5 MILE TO THE MARK ON THE
 DK1664'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1665 ***********************************************************************
 DK1665  DESIGNATION -  49 V 151 MSHD
 DK1665  PID         -  DK1665
 DK1665  STATE/COUNTY-  MS/HUMPHREYS
 DK1665  USGS QUAD   -  BELLEWOOD (1965)
 DK1665
 DK1665                         *CURRENT SURVEY CONTROL
 DK1665  ___________________________________________________________________
 DK1665* NAD 83(1986)-  33 08 17.     (N)    090 31 00.     (W)     SCALED    
 DK1665* NAVD 88     -        33.551  (meters)     110.08   (feet)  ADJUSTED  
 DK1665  ___________________________________________________________________
 DK1665  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1665  DYNAMIC HT  -          33.515 (meters)     109.96  (feet)  COMP
 DK1665  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DK1665
 DK1665  VERT ORDER  -  SECOND    CLASS II
 DK1665
 DK1665.The horizontal coordinates were scaled from a topographic map and have
 DK1665.an estimated accuracy of +/- 6 seconds.
 DK1665
 DK1665.The orthometric height was determined by differential leveling
 DK1665.and adjusted in June 1991.
 DK1665
 DK1665.The geoid height was determined by GEOID03.
 DK1665
 DK1665.The dynamic height is computed by dividing the NAVD 88
 DK1665.geopotential number by the normal gravity value computed on the
 DK1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1665.degrees latitude (g = 980.6199 gals.).
 DK1665
 DK1665.The modeled gravity was interpolated from observed gravity values.
 DK1665
 DK1665;                    North         East    Units  Estimated Accuracy
 DK1665;SPC MS W     -   403,370.      682,890.      MT  (+/- 180 meters Scaled)
 DK1665
 DK1665                          SUPERSEDED SURVEY CONTROL
 DK1665
 DK1665  NGVD 29 (??/??/??)   33.627  (m)          110.32   (f) ADJUSTED    2 2
 DK1665
 DK1665.Superseded values are not recommended for survey control.
 DK1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1665.See file dsdata.txt to determine how the superseded data were derived.
 DK1665
 DK1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS316693(NAD 83)
 DK1665_MARKER: DD = SURVEY DISK
 DK1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1665_STAMPING: BM 49V 151 1976
 DK1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1665+STABILITY: SURFACE MOTION
 DK1665
 DK1665  HISTORY     - Date     Condition        Report By
 DK1665  HISTORY     - 1976     MONUMENTED       MSHD
 DK1665
 DK1665                          STATION DESCRIPTION
 DK1665
 DK1665'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1665'3.2 MI SSW FROM BELZONI.
 DK1665'THE MARK IS LOCATED 3.2 MILES SOUTH-SOUTHWEST OF BELZONI NEAR THE
 DK1665'NORTHEAST CORNER OF A CYCLONE FENCE AROUND A LARGE METAL IMPLEMENT
 DK1665'SHED AND STORAGE AREA OWNED BY MR. BROOK AYOCK JR., 3.2 MILES
 DK1665'NORTHWEST OF SILVER CITY, 0.15 MILE SOUTH OF A LOOKOUT TOWER IN THE
 DK1665'NORTHWEST 1/4 OF SECTION 21, T 15N, R 3W.  IT IS 308 FEET
 DK1665'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 188 FEET
 DK1665'EAST-SOUTHEAST OF THE SOUTHEAST RAIL, 22 FEET WEST OF THE CENTER OF A
 DK1665'GRAVELED ROAD, 91.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DK1665'CARPORT OF A SMALL WHITE ASBESTOS SIDING HOUSE, 60 FEET SOUTHEAST OF A
 DK1665'36 INCH SYCAMORE, 8.5 FEET WEST OF THE NORTHEAST CORNER OF A CYCLONE
 DK1665'FENCE AROUND A LARGE METAL BUILDING, 1.5 FEET EAST OF A POWER POLE
 DK1665'WITH A LAMP ON IT, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP
 DK1665'OF A ROUND CONCRETE POST AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM
 DK1665'THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S. HIGHWAY 49 WEST
 DK1665'ABOUT 1 MILE SOUTH OF BELZONI GO SOUTH ON U.S. HIGHWAY 49 WEST FOR
 DK1665'2.15 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1666 ***********************************************************************
 DK1666  DESIGNATION -  49 V 152 MSHD
 DK1666  PID         -  DK1666
 DK1666  STATE/COUNTY-  MS/HUMPHREYS
 DK1666  USGS QUAD   -  BELLEWOOD (1965)
 DK1666
 DK1666                         *CURRENT SURVEY CONTROL
 DK1666  ___________________________________________________________________
 DK1666* NAD 83(1986)-  33 08 45.     (N)    090 30 50.     (W)     SCALED    
 DK1666* NAVD 88     -        32.324  (meters)     106.05   (feet)  ADJUSTED  
 DK1666  ___________________________________________________________________
 DK1666  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1666  DYNAMIC HT  -          32.289 (meters)     105.93  (feet)  COMP
 DK1666  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DK1666
 DK1666  VERT ORDER  -  SECOND    CLASS II
 DK1666
 DK1666.This mark is at Belzoni Municipal Airport (1M2)
 DK1666
 DK1666.The horizontal coordinates were scaled from a topographic map and have
 DK1666.an estimated accuracy of +/- 6 seconds.
 DK1666
 DK1666.The orthometric height was determined by differential leveling
 DK1666.and adjusted in June 1991.
 DK1666
 DK1666.The geoid height was determined by GEOID03.
 DK1666
 DK1666.The dynamic height is computed by dividing the NAVD 88
 DK1666.geopotential number by the normal gravity value computed on the
 DK1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1666.degrees latitude (g = 980.6199 gals.).
 DK1666
 DK1666.The modeled gravity was interpolated from observed gravity values.
 DK1666
 DK1666;                    North         East    Units  Estimated Accuracy
 DK1666;SPC MS W     -   404,230.      683,160.      MT  (+/- 180 meters Scaled)
 DK1666
 DK1666                          SUPERSEDED SURVEY CONTROL
 DK1666
 DK1666  NGVD 29 (??/??/??)   32.400  (m)          106.30   (f) ADJUSTED    2 2
 DK1666
 DK1666.Superseded values are not recommended for survey control.
 DK1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1666.See file dsdata.txt to determine how the superseded data were derived.
 DK1666
 DK1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS318702(NAD 83)
 DK1666_MARKER: DD = SURVEY DISK
 DK1666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1666_SP_SET: BASE
 DK1666_STAMPING: BM 49V 152 1976
 DK1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1666
 DK1666  HISTORY     - Date     Condition        Report By
 DK1666  HISTORY     - 1976     MONUMENTED       MSHD
 DK1666
 DK1666                          STATION DESCRIPTION
 DK1666
 DK1666'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1666'2.6 MI SW FROM BELZONI.
 DK1666'THE MARK IS LOCATED 2.6 MILES SOUTHWEST OF BELZONI IN THE BASE OF THE
 DK1666'WIND CONE AT BELZONI MUNICIPAL AIRPORT, 3.7 MILES NORTHWEST OF SILVER
 DK1666'CITY ABOUT 250 FEET WEST-NORTHWEST OF TWO HANGARS IN THE NORTHWEST 1/4
 DK1666'OF SECTION 16, T 15N, R 3W.  IT IS ABOUT 600 FEET NORTHWEST OF THE
 DK1666'CENTER OF HIGHWAY 49 WEST, 200 FEET SOUTHEAST OF THE CENTER OF A
 DK1666'RUNWAY, 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN AIRPLANE
 DK1666'PARKING APRON, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL
 DK1666'HOLE IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF A WIND SOCK AND
 DK1666'IS ABOUT 3 FEET BELOW THE LEVEL OF THE RUNWAY.  NOTE-- TO REACH FROM
 DK1666'THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S. HIGHWAY 49W
 DK1666'ABOUT 1 MILE SOUTH OF BELZONI GO SOUTH ON U.S. HIGHWAY 49 W FOR 1.55
 DK1666'MILES TO THE AIRPORT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1667 ***********************************************************************
 DK1667  DESIGNATION -  49 V 153 MSHD
 DK1667  PID         -  DK1667
 DK1667  STATE/COUNTY-  MS/HUMPHREYS
 DK1667  USGS QUAD   -  BELLEWOOD (1965)
 DK1667
 DK1667                         *CURRENT SURVEY CONTROL
 DK1667  ___________________________________________________________________
 DK1667* NAD 83(1986)-  33 09 07.     (N)    090 30 23.     (W)     SCALED    
 DK1667* NAVD 88     -        33.059  (meters)     108.46   (feet)  ADJUSTED  
 DK1667  ___________________________________________________________________
 DK1667  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1667  DYNAMIC HT  -          33.024 (meters)     108.35  (feet)  COMP
 DK1667  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DK1667
 DK1667  VERT ORDER  -  SECOND    CLASS II
 DK1667
 DK1667.The horizontal coordinates were scaled from a topographic map and have
 DK1667.an estimated accuracy of +/- 6 seconds.
 DK1667
 DK1667.The orthometric height was determined by differential leveling
 DK1667.and adjusted in June 1991.
 DK1667
 DK1667.The geoid height was determined by GEOID03.
 DK1667
 DK1667.The dynamic height is computed by dividing the NAVD 88
 DK1667.geopotential number by the normal gravity value computed on the
 DK1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1667.degrees latitude (g = 980.6199 gals.).
 DK1667
 DK1667.The modeled gravity was interpolated from observed gravity values.
 DK1667
 DK1667;                    North         East    Units  Estimated Accuracy
 DK1667;SPC MS W     -   404,900.      683,860.      MT  (+/- 180 meters Scaled)
 DK1667
 DK1667                          SUPERSEDED SURVEY CONTROL
 DK1667
 DK1667  NGVD 29 (??/??/??)   33.136  (m)          108.71   (f) ADJUSTED    2 2
 DK1667
 DK1667.Superseded values are not recommended for survey control.
 DK1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1667.See file dsdata.txt to determine how the superseded data were derived.
 DK1667
 DK1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS325709(NAD 83)
 DK1667_MARKER: DD = SURVEY DISK
 DK1667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1667_SP_SET: CULVERT
 DK1667_STAMPING: BM 49V 153 1976
 DK1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1667
 DK1667  HISTORY     - Date     Condition        Report By
 DK1667  HISTORY     - 1976     MONUMENTED       MSHD
 DK1667
 DK1667                          STATION DESCRIPTION
 DK1667
 DK1667'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1667'IN BELZONI.
 DK1667'THE MARK IS LOCATED 1.9 MILES SOUTHWEST OF BELZONI, 0.65 MILE
 DK1667'NORTHEAST OF THE ENTRANCE TO THE BELZONI MUNICIPAL AIRPORT IN THE
 DK1667'SOUTHEAST 1/4 OF SECTION 9, T 15N, R 3W.  IT IS 24.5 FEET SOUTHEAST OF
 DK1667'THE CENTER OF HIGHWAY 49W, 56 FEET NORTHWEST OF THE NORTHWEST RAIL, 81
 DK1667'FEET SOUTHWEST OF TELEPHONE CABLE POLE NO. 76, 1 FOOT SOUTHWEST OF A
 DK1667'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 DK1667'SOUTHEAST HEADWALL OF A 12 X 6 FOOT CONCRETE BOX CULVERT AND IS ABOUT
 DK1667'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 DK1667'JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S. HIGHWAY 49W ABOUT 1
 DK1667'MILE SOUTH OF BELZONI GO SOUTH ON U.S. HIGHWAY 49W FOR 0.9 MILE TO THE
 DK1667'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1706 ***********************************************************************
 DK1706  DESIGNATION -  49 V 154 MSHD
 DK1706  PID         -  DK1706
 DK1706  STATE/COUNTY-  MS/HUMPHREYS
 DK1706  USGS QUAD   -  BELZONI (1982)
 DK1706
 DK1706                         *CURRENT SURVEY CONTROL
 DK1706  ___________________________________________________________________
 DK1706* NAD 83(1986)-  33 09 50.     (N)    090 29 52.     (W)     SCALED    
 DK1706* NAVD 88     -        33.083  (meters)     108.54   (feet)  ADJUSTED  
 DK1706  ___________________________________________________________________
 DK1706  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1706  DYNAMIC HT  -          33.048 (meters)     108.42  (feet)  COMP
 DK1706  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DK1706
 DK1706  VERT ORDER  -  SECOND    CLASS II
 DK1706
 DK1706.The horizontal coordinates were scaled from a topographic map and have
 DK1706.an estimated accuracy of +/- 6 seconds.
 DK1706
 DK1706.The orthometric height was determined by differential leveling
 DK1706.and adjusted in June 1991.
 DK1706
 DK1706.The geoid height was determined by GEOID03.
 DK1706
 DK1706.The dynamic height is computed by dividing the NAVD 88
 DK1706.geopotential number by the normal gravity value computed on the
 DK1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1706.degrees latitude (g = 980.6199 gals.).
 DK1706
 DK1706.The modeled gravity was interpolated from observed gravity values.
 DK1706
 DK1706;                    North         East    Units  Estimated Accuracy
 DK1706;SPC MS W     -   406,230.      684,660.      MT  (+/- 180 meters Scaled)
 DK1706
 DK1706                          SUPERSEDED SURVEY CONTROL
 DK1706
 DK1706  NGVD 29 (??/??/??)   33.159  (m)          108.79   (f) ADJUSTED    2 2
 DK1706
 DK1706.Superseded values are not recommended for survey control.
 DK1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1706.See file dsdata.txt to determine how the superseded data were derived.
 DK1706
 DK1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS333722(NAD 83)
 DK1706_MARKER: DD = SURVEY DISK
 DK1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1706_SP_SET: CULVERT
 DK1706_STAMPING: BM 49 V 154 1976
 DK1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1706
 DK1706  HISTORY     - Date     Condition        Report By
 DK1706  HISTORY     - 1976     MONUMENTED       MSHD
 DK1706
 DK1706                          STATION DESCRIPTION
 DK1706
 DK1706'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1706'1 MI S FROM BELZONI.
 DK1706'THE MARK IS LOCATED 1 MILE SOUTH OF THE CENTER OF BELZONI AT THE JUNC-
 DK1706'TION OF STATE HIGHWAY 12 LEADING EAST AND U.S. HIGHWAY 49W AT THE
 DK1706'NORTHWEST CORNER OF A ROADSIDE PARK IN THE NORTHWEST QUARTER OF
 DK1706'SECTION 10, T 15N, R 5W.  IT IS 53 FEET EAST OF THE CENTER OF HIGH-
 DK1706'WAY 49W, 131 FEET SOUTH OF THE CENTER OF MEDIUM OF HIGHWAY 12, 123
 DK1706'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PAVILLION AT THE ROAD-
 DK1706'SIDE PARK, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 DK1706'THE NORTH END OF THE EAST HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CUL-
 DK1706'VERT AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1705 ***********************************************************************
 DK1705  DESIGNATION -  49 V 155 MSHD
 DK1705  PID         -  DK1705
 DK1705  STATE/COUNTY-  MS/HUMPHREYS
 DK1705  USGS QUAD   -  BELZONI (1982)
 DK1705
 DK1705                         *CURRENT SURVEY CONTROL
 DK1705  ___________________________________________________________________
 DK1705* NAD 83(1986)-  33 10 18.     (N)    090 29 49.     (W)     SCALED    
 DK1705* NAVD 88     -        33.276  (meters)     109.17   (feet)  ADJUSTED  
 DK1705  ___________________________________________________________________
 DK1705  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1705  DYNAMIC HT  -          33.241 (meters)     109.06  (feet)  COMP
 DK1705  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DK1705
 DK1705  VERT ORDER  -  SECOND    CLASS II
 DK1705
 DK1705.The horizontal coordinates were scaled from a topographic map and have
 DK1705.an estimated accuracy of +/- 6 seconds.
 DK1705
 DK1705.The orthometric height was determined by differential leveling
 DK1705.and adjusted in June 1991.
 DK1705
 DK1705.The geoid height was determined by GEOID03.
 DK1705
 DK1705.The dynamic height is computed by dividing the NAVD 88
 DK1705.geopotential number by the normal gravity value computed on the
 DK1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1705.degrees latitude (g = 980.6199 gals.).
 DK1705
 DK1705.The modeled gravity was interpolated from observed gravity values.
 DK1705
 DK1705;                    North         East    Units  Estimated Accuracy
 DK1705;SPC MS W     -   407,090.      684,740.      MT  (+/- 180 meters Scaled)
 DK1705
 DK1705                          SUPERSEDED SURVEY CONTROL
 DK1705
 DK1705  NGVD 29 (??/??/??)   33.353  (m)          109.43   (f) ADJUSTED    2 2
 DK1705
 DK1705.Superseded values are not recommended for survey control.
 DK1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1705.See file dsdata.txt to determine how the superseded data were derived.
 DK1705
 DK1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS334731(NAD 83)
 DK1705_MARKER: DD = SURVEY DISK
 DK1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1705_SP_SET: CULVERT
 DK1705_STAMPING: BM 49 V 155 1976
 DK1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1705
 DK1705  HISTORY     - Date     Condition        Report By
 DK1705  HISTORY     - 1976     MONUMENTED       MSHD
 DK1705
 DK1705                          STATION DESCRIPTION
 DK1705
 DK1705'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1705'0.6 MI WSW FROM BELZONI.
 DK1705'THE MARK IS LOCATED 0.6 MILE WEST-SOUTHWEST OF THE CENTER OF BELZONI O
 DK1705'THE U.S. HIGHWAY 49W BYPASS, 0.65 MILE NORTH OF THE JUNCTION OF HIGHWA
 DK1705'12 LEADING EAST, 0.8 MILE SOUTH OF THE JUNCTION OF HIGHWAY 12 LEADING
 DK1705'WEST IN THE SOUTHWEST QUARTER OF SECTION 3, T 15N, R 3W. IT IS 32 FEET
 DK1705'EAST OF THE CENTER OF HIGHWAY 49W, 228 FEET SOUTH OF THE CENTER OF A
 DK1705'BLACK TO ROAD, 57 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 DK1705'THE CASE POWER AND EQUIPMENT BUILDING SET IN A DRILL HOLE IN THE NORTH
 DK1705'END OF THE EAST HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT AND IS ABO
 DK1705'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1670 ***********************************************************************
 DK1670  DESIGNATION -  49 V 156 MSHD
 DK1670  PID         -  DK1670
 DK1670  STATE/COUNTY-  MS/HUMPHREYS
 DK1670  USGS QUAD   -  BELLEWOOD (1965)
 DK1670
 DK1670                         *CURRENT SURVEY CONTROL
 DK1670  ___________________________________________________________________
 DK1670* NAD 83(1986)-  33 11 41.     (N)    090 30 21.     (W)     SCALED    
 DK1670* NAVD 88     -        32.905  (meters)     107.96   (feet)  ADJUSTED  
 DK1670  ___________________________________________________________________
 DK1670  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1670  DYNAMIC HT  -          32.870 (meters)     107.84  (feet)  COMP
 DK1670  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DK1670
 DK1670  VERT ORDER  -  SECOND    CLASS II
 DK1670
 DK1670.The horizontal coordinates were scaled from a topographic map and have
 DK1670.an estimated accuracy of +/- 6 seconds.
 DK1670
 DK1670.The orthometric height was determined by differential leveling
 DK1670.and adjusted in June 1991.
 DK1670
 DK1670.The geoid height was determined by GEOID03.
 DK1670
 DK1670.The dynamic height is computed by dividing the NAVD 88
 DK1670.geopotential number by the normal gravity value computed on the
 DK1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1670.degrees latitude (g = 980.6199 gals.).
 DK1670
 DK1670.The modeled gravity was interpolated from observed gravity values.
 DK1670
 DK1670;                    North         East    Units  Estimated Accuracy
 DK1670;SPC MS W     -   409,650.      683,920.      MT  (+/- 180 meters Scaled)
 DK1670
 DK1670                          SUPERSEDED SURVEY CONTROL
 DK1670
 DK1670  NGVD 29 (??/??/??)   32.984  (m)          108.22   (f) ADJUSTED    2 2
 DK1670
 DK1670.Superseded values are not recommended for survey control.
 DK1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1670.See file dsdata.txt to determine how the superseded data were derived.
 DK1670
 DK1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS325756(NAD 83)
 DK1670_MARKER: DD = SURVEY DISK
 DK1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1670_STAMPING: BM 49V 156 1976
 DK1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1670+STABILITY: SURFACE MOTION
 DK1670
 DK1670  HISTORY     - Date     Condition        Report By
 DK1670  HISTORY     - 1976     MONUMENTED       MSHD
 DK1670
 DK1670                          STATION DESCRIPTION
 DK1670
 DK1670'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1670'1.6 MI NW FROM BELZONI.
 DK1670'THE MARK IS LOCATED 1.6 MILES NORTHWEST OF THE CENTER OF BELZONI IN
 DK1670'THE WEST ANGLE OF THE JUNCTION OF A FIELD ROAD AND U.S. HIGHWAY 49W.
 DK1670'IT IS 165 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 49W, 86 FEET
 DK1670'NORTHWEST OF THE CENTER OF A FIELD ROAD, 1 FOOT NORTHWEST OF A POWER
 DK1670'POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 DK1670'ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 DK1670'PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 DK1670'12 AND U.S. HIGHWAY 49W AT THE NORTHWEST EDGE OF BELZONI GO NORTHWEST
 DK1670'ON U.S. HIGHWAY 49W FOR 0.95 MILE TO A FIELD ROAD AND THE MARK ON THE
 DK1670'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1671 ***********************************************************************
 DK1671  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1671  DESIGNATION -  49 V 157 MSHD
 DK1671  PID         -  DK1671
 DK1671  STATE/COUNTY-  MS/HUMPHREYS
 DK1671  USGS QUAD   -  BELLEWOOD (1965)
 DK1671
 DK1671                         *CURRENT SURVEY CONTROL
 DK1671  ___________________________________________________________________
 DK1671* NAD 83(2007)-  33 11 51.83813(N)    090 30 34.90131(W)     ADJUSTED  
 DK1671* NAVD 88     -        34.00   (meters)     111.5    (feet)  GPS OBS   
 DK1671  ___________________________________________________________________
 DK1671  EPOCH DATE  -        2002.00
 DK1671  X           -     -47,525.514 (meters)                     COMP
 DK1671  Y           -  -5,342,294.069 (meters)                     COMP
 DK1671  Z           -   3,472,333.935 (meters)                     COMP
 DK1671  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DK1671  ELLIP HEIGHT-           7.422 (meters)          (02/15/08) ADJUSTED
 DK1671  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1671  HORZ ORDER  -  FIRST
 DK1671  ELLP ORDER  -  FOURTH    CLASS II
 DK1671
 DK1671.The horizontal coordinates were established by GPS observations
 DK1671.and adjusted by the EMC INCORPORATED in February 2008.
 DK1671
 DK1671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1671.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1671.The horizontal coordinates are valid at the epoch date displayed above.
 DK1671.The epoch date for horizontal control is a decimal equivalence
 DK1671.of Year/Month/Day.
 DK1671
 DK1671.The orthometric height was determined by GPS observations and a
 DK1671.high-resolution geoid model.
 DK1671.The orthometric height was determined by GPS observations and a
 DK1671.high-resolution geoid model using precise GPS observation and
 DK1671.processing techniques. It supersedes the leveled height previously
 DK1671.determined for this station.
 DK1671
 DK1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1671
 DK1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1671
 DK1671.The ellipsoidal height was determined by GPS observations
 DK1671.and is referenced to NAD 83.
 DK1671
 DK1671.The geoid height was determined by GEOID03.
 DK1671
 DK1671;                    North         East     Units Scale Factor Converg.
 DK1671;SPC MS W     -   409,981.923   683,556.127   MT  0.99995333   -0 05 47.6
 DK1671;SPC MS W     - 1,345,082.36  2,242,633.73   sFT  0.99995333   -0 05 47.6
 DK1671;UTM  15      - 3,675,971.280   732,143.135   MT  1.00026449   +1 21 50.9
 DK1671
 DK1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1671!SPC MS W     -   0.99999883  x   0.99995333  =   0.99995216
 DK1671!UTM  15      -   0.99999883  x   1.00026449  =   1.00026332
 DK1671
 DK1671                          SUPERSEDED SURVEY CONTROL
 DK1671
 DK1671  NAVD 88 (06/15/91)   33.948  (m)          111.38   (f) ADJUSTED    2 2
 DK1671  NGVD 29 (??/??/??)   34.027  (m)          111.64   (f) ADJUSTED    2 2
 DK1671
 DK1671.Superseded values are not recommended for survey control.
 DK1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1671.See file dsdata.txt to determine how the superseded data were derived.
 DK1671
 DK1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3214375971(NAD 83)
 DK1671_MARKER: DD = SURVEY DISK
 DK1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1671_SP_SET: SET IN A LIGHT STRUCTURE
 DK1671_STAMPING: BM 49V 157 1976
 DK1671_MARK LOGO: NONE  
 DK1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1671+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2007
 DK1671
 DK1671  HISTORY     - Date     Condition        Report By
 DK1671  HISTORY     - 1976     MONUMENTED       MSHD
 DK1671  HISTORY     - 20070126 GOOD             EMCINC
 DK1671
 DK1671                          STATION DESCRIPTION
 DK1671
 DK1671'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1671'2 MI NW FROM BELZONI.
 DK1671'THE MARK IS LOCATED 2 MILES NORTHWEST OF THE CENTER OF BELZONI IN A
 DK1671'CONCRETE BOX CULVERT IN THE SOUTHEAST 1/4 OF SECTION 28, T 16N, R 3W.
 DK1671'IT IS 27 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 96 FEET
 DK1671'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT NORTHWEST OF A METAL WITNESS
 DK1671'POST SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST
 DK1671'HEADWALL OF A 20 X 10 FOOT CONCRETE BOX CULVERT AND IS ABOUT LEVEL
 DK1671'WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 DK1671'12 AND U.S. HIGHWAY 49 WEST AT THE NORTHWEST EDGE OF BELZONI GO
 DK1671'NORTHWEST ON U.S. HIGHWAY 49 WEST FOR 1.35 MILES TO THE CULVERT AND
 DK1671'THE MARK ON THE RIGHT.
 DK1671
 DK1671                          STATION RECOVERY (2007)
 DK1671
 DK1671'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1672 ***********************************************************************
 DK1672  DESIGNATION -  49 V 158 MSHD
 DK1672  PID         -  DK1672
 DK1672  STATE/COUNTY-  MS/HUMPHREYS
 DK1672  USGS QUAD   -  BELLEWOOD (1965)
 DK1672
 DK1672                         *CURRENT SURVEY CONTROL
 DK1672  ___________________________________________________________________
 DK1672* NAD 83(1986)-  33 12 16.     (N)    090 31 13.     (W)     SCALED    
 DK1672* NAVD 88     -        34.307  (meters)     112.56   (feet)  ADJUSTED  
 DK1672  ___________________________________________________________________
 DK1672  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1672  DYNAMIC HT  -          34.271 (meters)     112.44  (feet)  COMP
 DK1672  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DK1672
 DK1672  VERT ORDER  -  SECOND    CLASS II
 DK1672
 DK1672.The horizontal coordinates were scaled from a topographic map and have
 DK1672.an estimated accuracy of +/- 6 seconds.
 DK1672
 DK1672.The orthometric height was determined by differential leveling
 DK1672.and adjusted in June 1991.
 DK1672
 DK1672.The geoid height was determined by GEOID03.
 DK1672
 DK1672.The dynamic height is computed by dividing the NAVD 88
 DK1672.geopotential number by the normal gravity value computed on the
 DK1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1672.degrees latitude (g = 980.6199 gals.).
 DK1672
 DK1672.The modeled gravity was interpolated from observed gravity values.
 DK1672
 DK1672;                    North         East    Units  Estimated Accuracy
 DK1672;SPC MS W     -   410,730.      682,570.      MT  (+/- 180 meters Scaled)
 DK1672
 DK1672                          SUPERSEDED SURVEY CONTROL
 DK1672
 DK1672  NGVD 29 (??/??/??)   34.386  (m)          112.81   (f) ADJUSTED    2 2
 DK1672
 DK1672.Superseded values are not recommended for survey control.
 DK1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1672.See file dsdata.txt to determine how the superseded data were derived.
 DK1672
 DK1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS311766(NAD 83)
 DK1672_MARKER: DD = SURVEY DISK
 DK1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1672_STAMPING: BM 49V 158 1976
 DK1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1672+STABILITY: SURFACE MOTION
 DK1672
 DK1672  HISTORY     - Date     Condition        Report By
 DK1672  HISTORY     - 1976     MONUMENTED       MSHD
 DK1672
 DK1672                          STATION DESCRIPTION
 DK1672
 DK1672'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1672'2.8 MI NW FROM BELZONI.
 DK1672'THE MARK IS LOCATED 2.8 MILES NORTHWEST OF THE CENTER OF BELZONI IN
 DK1672'THE NORTHEAST ANGLE OF A CROSSROAD ON THE NORTHEAST RIGHT OF WAY OF
 DK1672'THE I.C.R.R. TRACK, 5.5 MILES SOUTHEAST OF ISOLA IN THE SOUTHWEST 1/4
 DK1672'OF THE NORTHWEST 1/4 OF SECTION 28, T 16N, R 3W.  IT IS 171 FEET
 DK1672'NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 88 FEET NORTH OF THE
 DK1672'CENTER OF A BLACK TOP ROAD, 41 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DK1672'25 FEET NORTHEAST OF A GRAVELED ROAD, 1 FOOT WEST OF A POWER POLE WITH
 DK1672'A GUY WIRE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 DK1672'ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND
 DK1672'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 DK1672'12 AND U.S. HIGHWAY 49 WEST AT THE NORTHWEST EDGE OF BELZONI GO
 DK1672'NORTHWEST ON U.S. HIGHWAY 49 WEST FOR 2.2 MILES TO A CROSSROAD AND THE
 DK1672'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1673 ***********************************************************************
 DK1673  DESIGNATION -  49 V 159 MSHD
 DK1673  PID         -  DK1673
 DK1673  STATE/COUNTY-  MS/HUMPHREYS
 DK1673  USGS QUAD   -  BELLEWOOD (1965)
 DK1673
 DK1673                         *CURRENT SURVEY CONTROL
 DK1673  ___________________________________________________________________
 DK1673* NAD 83(1986)-  33 12 43.     (N)    090 31 56.     (W)     SCALED    
 DK1673* NAVD 88     -        34.052  (meters)     111.72   (feet)  ADJUSTED  
 DK1673  ___________________________________________________________________
 DK1673  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1673  DYNAMIC HT  -          34.016 (meters)     111.60  (feet)  COMP
 DK1673  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DK1673
 DK1673  VERT ORDER  -  SECOND    CLASS II
 DK1673
 DK1673.The horizontal coordinates were scaled from a topographic map and have
 DK1673.an estimated accuracy of +/- 6 seconds.
 DK1673
 DK1673.The orthometric height was determined by differential leveling
 DK1673.and adjusted in June 1991.
 DK1673
 DK1673.The geoid height was determined by GEOID03.
 DK1673
 DK1673.The dynamic height is computed by dividing the NAVD 88
 DK1673.geopotential number by the normal gravity value computed on the
 DK1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1673.degrees latitude (g = 980.6199 gals.).
 DK1673
 DK1673.The modeled gravity was interpolated from observed gravity values.
 DK1673
 DK1673;                    North         East    Units  Estimated Accuracy
 DK1673;SPC MS W     -   411,560.      681,460.      MT  (+/- 180 meters Scaled)
 DK1673
 DK1673                          SUPERSEDED SURVEY CONTROL
 DK1673
 DK1673  NGVD 29 (??/??/??)   34.130  (m)          111.97   (f) ADJUSTED    2 2
 DK1673
 DK1673.Superseded values are not recommended for survey control.
 DK1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1673.See file dsdata.txt to determine how the superseded data were derived.
 DK1673
 DK1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS300774(NAD 83)
 DK1673_MARKER: DD = SURVEY DISK
 DK1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1673_SP_SET: CULVERT
 DK1673_STAMPING: BM 49V 159 1976
 DK1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1673
 DK1673  HISTORY     - Date     Condition        Report By
 DK1673  HISTORY     - 1976     MONUMENTED       MSHD
 DK1673
 DK1673                          STATION DESCRIPTION
 DK1673
 DK1673'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1673'3.5 MI NW FROM BELZONI.
 DK1673'THE MARK IS LOCATED 3.5 MILES NORTHWEST OF THE CENTER OF BELZONI IN A
 DK1673'CONCRETE BOX CULVERT, 4.7 MILES SOUTHEAST OF ISOLA IN THE SOUTHEAST
 DK1673'1/4 OF THE SOUTHWEST 1/4 OF SECTION 20, T 15N, R 3W.  IT IS 34.5 FEET
 DK1673'NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 91 FEET SOUTHWEST OF THE
 DK1673'SOUTHWEST RAIL, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN A
 DK1673'DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 16 X 8
 DK1673'FOOT CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 DK1673'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND
 DK1673'U.S. HIGHWAY 49 WEST AT THE NORTHWEST EDGE OF BELZONI GO NORTHWEST ON
 DK1673'U.S. HIGHWAY 49 WEST FOR 2.2 MILES TO A CROSSROAD.  CONTINUE NORTHWEST
 DK1673'ON U.S. HIGHWAY 49 WEST FOR 0.85 MILE TO THE CULVERT AND THE MARK ON
 DK1673'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0082 ***********************************************************************
 CP0082  DESIGNATION -  49 V 16
 CP0082  PID         -  CP0082
 CP0082  STATE/COUNTY-  MS/MADISON
 CP0082  USGS QUAD   -  FLORA (1988)
 CP0082
 CP0082                         *CURRENT SURVEY CONTROL
 CP0082  ___________________________________________________________________
 CP0082* NAD 83(1986)-  32 31 48.     (N)    090 18 29.     (W)     SCALED    
 CP0082* NAVD 88     -        71.235  (meters)     233.71   (feet)  ADJUSTED  
 CP0082  ___________________________________________________________________
 CP0082  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CP0082  DYNAMIC HT  -          71.154 (meters)     233.44  (feet)  COMP
 CP0082  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CP0082
 CP0082  VERT ORDER  -  SECOND    CLASS 0
 CP0082
 CP0082.The horizontal coordinates were scaled from a topographic map and have
 CP0082.an estimated accuracy of +/- 6 seconds.
 CP0082
 CP0082.The orthometric height was determined by differential leveling
 CP0082.and adjusted in June 1991.
 CP0082
 CP0082.The geoid height was determined by GEOID03.
 CP0082
 CP0082.The dynamic height is computed by dividing the NAVD 88
 CP0082.geopotential number by the normal gravity value computed on the
 CP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0082.degrees latitude (g = 980.6199 gals.).
 CP0082
 CP0082.The modeled gravity was interpolated from observed gravity values.
 CP0082
 CP0082;                    North         East    Units  Estimated Accuracy
 CP0082;SPC MS W     -   335,920.      702,380.      MT  (+/- 180 meters Scaled)
 CP0082
 CP0082                          SUPERSEDED SURVEY CONTROL
 CP0082
 CP0082  NGVD 29 (??/??/92)   71.312  (m)          233.96   (f) ADJ UNCH    2 0
 CP0082
 CP0082.Superseded values are not recommended for survey control.
 CP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0082.See file dsdata.txt to determine how the superseded data were derived.
 CP0082
 CP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS528023(NAD 83)
 CP0082_MARKER: DD = SURVEY DISK
 CP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0082_SP_SET: SQUARE CONCRETE MONUMENT
 CP0082_STAMPING: BM 49V-16 1960
 CP0082_MARK LOGO: MSHD  
 CP0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0082+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988
 CP0082
 CP0082  HISTORY     - Date     Condition        Report By
 CP0082  HISTORY     - 1960     MONUMENTED       MSHD
 CP0082  HISTORY     - 1964     GOOD             MSHD
 CP0082  HISTORY     - 19881031 SEE DESCRIPTION  MSHD
 CP0082
 CP0082                          STATION DESCRIPTION
 CP0082
 CP0082'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0082'1.1 MI SE FROM FLORA.
 CP0082'LOCATED 1.1 MILES SOUTHEAST OF FLORA ON ILLINOIS CENTRAL RAILROAD
 CP0082'RIGHT-OF-WAY.  TO REACH FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN
 CP0082'FLORA, GO WEST ON STATE HIGHWAY 22 FOR 0.2 MILE TO JUNCTION OF U. S.
 CP0082'HIGHWAY 49.  TURN LEFT AND CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 0.9
 CP0082'MILE TO A ILLINOIS CENTRAL RAILROAD TRESTLE AND THE MARK ON THE LEFT.
 CP0082'THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK STAMPED BM
 CP0082'49V-16 1960, SET IN A 7-INCH SQUARE CONCRETE POST, FLUSH WITH THE
 CP0082'GROUND.  IT IS 43.8 FEET WEST OF THE WEST RAIL, 41.8 FEET WEST OF THE
 CP0082'SOUTHWEST CORNER OF TRESTLE, 12.5 FEET EAST OF THE APPROXIMATE CENTER
 CP0082'OF A DIRT ROAD, 3.2 FEET EAST OF A TELEPHONE POLE, AND 1.8 FEET WEST
 CP0082'OF A METAL WITNESS POST.
 CP0082
 CP0082                          STATION RECOVERY (1988)
 CP0082
 CP0082'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0082'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3321 ***********************************************************************
 BH3321  DESIGNATION -  49 V 16 A
 BH3321  PID         -  BH3321
 BH3321  STATE/COUNTY-  MS/HARRISON
 BH3321  USGS QUAD   -  MC HENRY (1982)
 BH3321
 BH3321                         *CURRENT SURVEY CONTROL
 BH3321  ___________________________________________________________________
 BH3321* NAD 83(1986)-  30 39 26.     (N)    089 07 41.     (W)     SCALED    
 BH3321* NAVD 88     -        61.359  (meters)     201.31   (feet)  ADJUSTED  
 BH3321  ___________________________________________________________________
 BH3321  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3321  DYNAMIC HT  -          61.277 (meters)     201.04  (feet)  COMP
 BH3321  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 BH3321
 BH3321  VERT ORDER  -  SECOND    CLASS II
 BH3321
 BH3321.The horizontal coordinates were scaled from a topographic map and have
 BH3321.an estimated accuracy of +/- 6 seconds.
 BH3321
 BH3321.The orthometric height was determined by differential leveling
 BH3321.and adjusted in May 1996.
 BH3321
 BH3321.The geoid height was determined by GEOID03.
 BH3321
 BH3321.The dynamic height is computed by dividing the NAVD 88
 BH3321.geopotential number by the normal gravity value computed on the
 BH3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3321.degrees latitude (g = 980.6199 gals.).
 BH3321
 BH3321.The modeled gravity was interpolated from observed gravity values.
 BH3321
 BH3321;                    North         East    Units  Estimated Accuracy
 BH3321;SPC MS E     -   128,310.      271,750.      MT  (+/- 180 meters Scaled)
 BH3321
 BH3321                          SUPERSEDED SURVEY CONTROL
 BH3321
 BH3321.No superseded survey control is available for this station.
 BH3321
 BH3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU960935(NAD 83)
 BH3321_MARKER: DD = SURVEY DISK
 BH3321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3321_SP_SET: CONCRETE PIPE CULVERT HEADWALL
 BH3321_STAMPING: BM 49 V 16A 1988
 BH3321_MARK LOGO: MSHD  
 BH3321_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3321+STABILITY: SURFACE MOTION
 BH3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3321+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3321
 BH3321  HISTORY     - Date     Condition        Report By
 BH3321  HISTORY     - 1988     MONUMENTED       MSHD
 BH3321
 BH3321                          STATION DESCRIPTION
 BH3321
 BH3321'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3321'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF SAUCIER, IN A CULVERT
 BH3321'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.35 MI (2.17 KM)
 BH3321'SOUTH OF THE STONE COUNTY LINE AND IS IN SECTION 31, T 4S, R 11W.
 BH3321'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 67, AT
 BH3321'THE EAST EDGE OF SAUCIER, GO NORTH ON U.S. HIGHWAY 49 FOR 1.4 MI
 BH3321'(2.3 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 49 FOR
 BH3321'0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT.
 BH3321'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH
 BH3321'END OF THE EAST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, 138.0
 BH3321'FT (42.1 M) NORTH OF THE PROJECTED CENTER OF A CROSSOVER, 108.0 FT
 BH3321'(32.9 M) SOUTH OF THE CENTER OF A PRIVATE DRIVE, 30.0 FT (9.1 M) EAST
 BH3321'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND ABOUT 1.0 FT
 BH3321'(0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1674 ***********************************************************************
 DK1674  DESIGNATION -  49 V 160 MSHD
 DK1674  PID         -  DK1674
 DK1674  STATE/COUNTY-  MS/HUMPHREYS
 DK1674  USGS QUAD   -  BELLEWOOD (1965)
 DK1674
 DK1674                         *CURRENT SURVEY CONTROL
 DK1674  ___________________________________________________________________
 DK1674* NAD 83(1986)-  33 13 18.     (N)    090 32 47.     (W)     SCALED    
 DK1674* NAVD 88     -        33.531  (meters)     110.01   (feet)  ADJUSTED  
 DK1674  ___________________________________________________________________
 DK1674  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK1674  DYNAMIC HT  -          33.495 (meters)     109.89  (feet)  COMP
 DK1674  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DK1674
 DK1674  VERT ORDER  -  SECOND    CLASS II
 DK1674
 DK1674.The horizontal coordinates were scaled from a topographic map and have
 DK1674.an estimated accuracy of +/- 6 seconds.
 DK1674
 DK1674.The orthometric height was determined by differential leveling
 DK1674.and adjusted in June 1991.
 DK1674
 DK1674.The geoid height was determined by GEOID03.
 DK1674
 DK1674.The dynamic height is computed by dividing the NAVD 88
 DK1674.geopotential number by the normal gravity value computed on the
 DK1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1674.degrees latitude (g = 980.6199 gals.).
 DK1674
 DK1674.The modeled gravity was interpolated from observed gravity values.
 DK1674
 DK1674;                    North         East    Units  Estimated Accuracy
 DK1674;SPC MS W     -   412,640.      680,140.      MT  (+/- 180 meters Scaled)
 DK1674
 DK1674                          SUPERSEDED SURVEY CONTROL
 DK1674
 DK1674  NGVD 29 (??/??/??)   33.608  (m)          110.26   (f) ADJUSTED    2 2
 DK1674
 DK1674.Superseded values are not recommended for survey control.
 DK1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1674.See file dsdata.txt to determine how the superseded data were derived.
 DK1674
 DK1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS286785(NAD 83)
 DK1674_MARKER: DD = SURVEY DISK
 DK1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1674_SP_SET: CULVERT
 DK1674_STAMPING: BM 49V 160 1976
 DK1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1674
 DK1674  HISTORY     - Date     Condition        Report By
 DK1674  HISTORY     - 1976     MONUMENTED       MSHD
 DK1674
 DK1674                          STATION DESCRIPTION
 DK1674
 DK1674'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1674'3.8 MI SE FROM ISOLA.
 DK1674'THE MARK IS LOCATED 3.8 MILES SOUTHEAST OF ISOLA IN A CULVERT, 4.5
 DK1674'MILES NORTHWEST OF BELZONI, 2.5 MILES SOUTHEAST OF A RAILROAD CROSSING
 DK1674'IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 19, T 16N, R 3W.
 DK1674'IT IS 33 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 90 FEET
 DK1674'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHEAST OF A METAL WITNESS
 DK1674'POST SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 DK1674'HEADWALL OF A 9 X 6 FOOT CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT
 DK1674'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE BANK OF
 DK1674'ISOLA IN ISOLA GO SOUTHEAST ON THE OLD HIGHWAY FOR 0.65 MILE TO THE
 DK1674'JUNCTION OF THE NEW HIGHWAY.  TURN RIGHT AND GO SOUTHEAST ON U.S.
 DK1674'HIGHWAY 49 WEST FOR 2.35 MILES TO A CROSSROAD.  CONTINUE SOUTHEAST ON
 DK1674'U.S. HIGHWAY 49 WEST FOR 1.2 MILES TO THE CULVERT AND THE MARK ON THE
 DK1674'LEFT.  THE MARK ALSO CAN BE REACHED FROM THE JUNCTION OF STATE HIGHWAY
 DK1674'12 AND U.S. HIGHWAY 49 WEST AT THE NORTHWEST EDGE OF BELZONI GO NORTH
 DK1674'ON U.S. HIGHWAY 49 WEST FOR 4 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1675 ***********************************************************************
 DK1675  DESIGNATION -  49 V 161 MSHD
 DK1675  PID         -  DK1675
 DK1675  STATE/COUNTY-  MS/HUMPHREYS
 DK1675  USGS QUAD   -  BELLEWOOD (1965)
 DK1675
 DK1675                         *CURRENT SURVEY CONTROL
 DK1675  ___________________________________________________________________
 DK1675* NAD 83(2007)-  33 13 45.93282(N)    090 33 42.34250(W)     ADJUSTED  
 DK1675* NAVD 88     -        34.102  (meters)     111.88   (feet)  ADJUSTED  
 DK1675  ___________________________________________________________________
 DK1675  EPOCH DATE  -        2002.00
 DK1675  X           -     -52,361.376 (meters)                     COMP
 DK1675  Y           -  -5,340,323.413 (meters)                     COMP
 DK1675  Z           -   3,475,274.743 (meters)                     COMP
 DK1675  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DK1675  ELLIP HEIGHT-           7.465 (meters)          (02/15/08) ADJUSTED
 DK1675  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK1675  DYNAMIC HT  -          34.066 (meters)     111.76  (feet)  COMP
 DK1675  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 DK1675
 DK1675  HORZ ORDER  -  B
 DK1675  VERT ORDER  -  SECOND    CLASS II
 DK1675  ELLP ORDER  -  FOURTH    CLASS II
 DK1675
 DK1675.The horizontal coordinates were established by GPS observations
 DK1675.and adjusted by the EMC INCORPORATED in February 2008.
 DK1675
 DK1675.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1675.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1675.The horizontal coordinates are valid at the epoch date displayed above.
 DK1675.The epoch date for horizontal control is a decimal equivalence
 DK1675.of Year/Month/Day.
 DK1675
 DK1675.The orthometric height was determined by differential leveling
 DK1675.and adjusted in June 1991.
 DK1675
 DK1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1675
 DK1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1675
 DK1675.The ellipsoidal height was determined by GPS observations
 DK1675.and is referenced to NAD 83.
 DK1675
 DK1675.The geoid height was determined by GEOID03.
 DK1675
 DK1675.The dynamic height is computed by dividing the NAVD 88
 DK1675.geopotential number by the normal gravity value computed on the
 DK1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1675.degrees latitude (g = 980.6199 gals.).
 DK1675
 DK1675.The modeled gravity was interpolated from observed gravity values.
 DK1675
 DK1675;                    North         East     Units Scale Factor Converg.
 DK1675;SPC MS W     -   413,506.160   678,709.087   MT  0.99995559   -0 07 30.6
 DK1675;SPC MS W     - 1,356,644.79  2,226,731.40   sFT  0.99995559   -0 07 30.6
 DK1675;UTM  15      - 3,679,371.771   727,206.337   MT  1.00023652   +1 20 12.2
 DK1675
 DK1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1675!SPC MS W     -   0.99999883  x   0.99995559  =   0.99995442
 DK1675!UTM  15      -   0.99999883  x   1.00023652  =   1.00023535
 DK1675
 DK1675                          SUPERSEDED SURVEY CONTROL
 DK1675
 DK1675  NAVD 88 (02/15/08)   34.02   (m)          111.6    (f) LEVELING    3  
 DK1675  NGVD 29 (??/??/??)   34.179  (m)          112.14   (f) ADJUSTED    2 2
 DK1675
 DK1675.Superseded values are not recommended for survey control.
 DK1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1675.See file dsdata.txt to determine how the superseded data were derived.
 DK1675
 DK1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2720679372(NAD 83)
 DK1675_MARKER: DD = SURVEY DISK
 DK1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1675_SP_SET: SET IN A LIGHT STRUCTURE
 DK1675_STAMPING: BM 49V 161 RESET 1991
 DK1675_MARK LOGO: BPR   
 DK1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1675+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 DK1675
 DK1675  HISTORY     - Date     Condition        Report By
 DK1675  HISTORY     - 1976     MONUMENTED       MSHD
 DK1675  HISTORY     - 20061210 GOOD             EMCINC
 DK1675
 DK1675                          STATION DESCRIPTION
 DK1675
 DK1675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1675'2.7 MI SE FROM ISOLA.
 DK1675'THE MARK IS LOCATED 2.7 MILES SOUTHEAST OF ISOLA IN THE EAST ANGLE OF
 DK1675'A CROSSROAD IN A BOX CULVERT, 5.6 MILES NORTHWEST OF BELZONI, 1.3
 DK1675'MILES SOUTHEAST OF A RAILROAD CROSSING IN THE SOUTHEAST 1/4 OF SECTION
 DK1675'13, T 16N, R 4W.  IT IS 31 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49
 DK1675'WEST, 82 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT
 DK1675'SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST
 DK1675'END OF THE NORTHEAST HEADWALL OF A 16 X 8 FOOT BOX CULVERT AND IS
 DK1675'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 DK1675'BANK OF ISOLA IN ISOLA GO SOUTHEAST ON OLD HIGHWAY 49 WEST FOR 0.65
 DK1675'MILE TO THE JUNCTION OF THE NEW HIGHWAY.  TURN RIGHT AND GO SOUTHEAST
 DK1675'ON U.S. HIGHWAY 49 WEST FOR 2.35 MILES TO A CROSSROAD AND THE MARK ON
 DK1675'THE LEFT.
 DK1675
 DK1675                          STATION RECOVERY (2006)
 DK1675
 DK1675'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1676 ***********************************************************************
 DK1676  DESIGNATION -  49 V 162 MSHD
 DK1676  PID         -  DK1676
 DK1676  STATE/COUNTY-  MS/HUMPHREYS
 DK1676  USGS QUAD   -  BELLEWOOD (1965)
 DK1676
 DK1676                         *CURRENT SURVEY CONTROL
 DK1676  ___________________________________________________________________
 DK1676* NAD 83(1986)-  33 14 05.     (N)    090 34 22.     (W)     SCALED    
 DK1676* NAVD 88     -        34.410  (meters)     112.89   (feet)  ADJUSTED  
 DK1676  ___________________________________________________________________
 DK1676  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1676  DYNAMIC HT  -          34.373 (meters)     112.77  (feet)  COMP
 DK1676  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 DK1676
 DK1676  VERT ORDER  -  SECOND    CLASS II
 DK1676
 DK1676.The horizontal coordinates were scaled from a topographic map and have
 DK1676.an estimated accuracy of +/- 6 seconds.
 DK1676
 DK1676.The orthometric height was determined by differential leveling
 DK1676.and adjusted in June 1991.
 DK1676
 DK1676.The geoid height was determined by GEOID03.
 DK1676
 DK1676.The dynamic height is computed by dividing the NAVD 88
 DK1676.geopotential number by the normal gravity value computed on the
 DK1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1676.degrees latitude (g = 980.6199 gals.).
 DK1676
 DK1676.The modeled gravity was interpolated from observed gravity values.
 DK1676
 DK1676;                    North         East    Units  Estimated Accuracy
 DK1676;SPC MS W     -   414,100.      677,680.      MT  (+/- 180 meters Scaled)
 DK1676
 DK1676                          SUPERSEDED SURVEY CONTROL
 DK1676
 DK1676  NGVD 29 (??/??/??)   34.483  (m)          113.13   (f) ADJUSTED    2 2
 DK1676
 DK1676.Superseded values are not recommended for survey control.
 DK1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1676.See file dsdata.txt to determine how the superseded data were derived.
 DK1676
 DK1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS261799(NAD 83)
 DK1676_MARKER: DD = SURVEY DISK
 DK1676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1676_SP_SET: CULVERT
 DK1676_STAMPING: BM 49V 162 1976
 DK1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1676
 DK1676  HISTORY     - Date     Condition        Report By
 DK1676  HISTORY     - 1976     MONUMENTED       MSHD
 DK1676
 DK1676                          STATION DESCRIPTION
 DK1676
 DK1676'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1676'2.1 MI SE FROM ISOLA.
 DK1676'THE MARK IS LOCATED 2.1 MILES SOUTHEAST OF ISOLA IN A CULVERT, 6.3
 DK1676'MILES NORTHWEST OF BELZONI, 0.6 MILE SOUTHEAST OF A RAILROAD CROSSING
 DK1676'IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, T 16N, R 4W.
 DK1676'IT IS 35 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST, 131 FEET
 DK1676'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT EAST OF A METAL
 DK1676'WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 DK1676'HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT AND IS ABOUT 1 FOOT BELOW
 DK1676'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE ISOLA BANK IN
 DK1676'ISOLA GO SOUTHEAST ON OLD HIGHWAY 49 WEST FOR 0.65 MILE TO THE
 DK1676'JUNCTION OF THE NEW HIGHWAY.  TURN RIGHT AND GO SOUTHEAST ON U.S.
 DK1676'HIGHWAY 49 WEST FOR 1.65 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1680 ***********************************************************************
 DK1680  DESIGNATION -  49 V 163 MSHD
 DK1680  PID         -  DK1680
 DK1680  STATE/COUNTY-  MS/HUMPHREYS
 DK1680  USGS QUAD   -  INVERNESS (1965)
 DK1680
 DK1680                         *CURRENT SURVEY CONTROL
 DK1680  ___________________________________________________________________
 DK1680* NAD 83(1986)-  33 15 19.     (N)    090 35 04.     (W)     SCALED    
 DK1680* NAVD 88     -        33.410  (meters)     109.61   (feet)  ADJUSTED  
 DK1680  ___________________________________________________________________
 DK1680  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1680  DYNAMIC HT  -          33.375 (meters)     109.50  (feet)  COMP
 DK1680  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DK1680
 DK1680  VERT ORDER  -  SECOND    CLASS II
 DK1680
 DK1680.The horizontal coordinates were scaled from a topographic map and have
 DK1680.an estimated accuracy of +/- 6 seconds.
 DK1680
 DK1680.The orthometric height was determined by differential leveling
 DK1680.and adjusted in June 1991.
 DK1680
 DK1680.The geoid height was determined by GEOID03.
 DK1680
 DK1680.The dynamic height is computed by dividing the NAVD 88
 DK1680.geopotential number by the normal gravity value computed on the
 DK1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1680.degrees latitude (g = 980.6199 gals.).
 DK1680
 DK1680.The modeled gravity was interpolated from observed gravity values.
 DK1680
 DK1680;                    North         East    Units  Estimated Accuracy
 DK1680;SPC MS W     -   416,380.      676,600.      MT  (+/- 180 meters Scaled)
 DK1680
 DK1680                          SUPERSEDED SURVEY CONTROL
 DK1680
 DK1680  NGVD 29 (??/??/??)   33.482  (m)          109.85   (f) ADJUSTED    2 2
 DK1680
 DK1680.Superseded values are not recommended for survey control.
 DK1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1680.See file dsdata.txt to determine how the superseded data were derived.
 DK1680
 DK1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS250821(NAD 83)
 DK1680_MARKER: DD = SURVEY DISK
 DK1680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1680_SP_SET: CULVERT
 DK1680_STAMPING: BM 49V 163 1976
 DK1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1680
 DK1680  HISTORY     - Date     Condition        Report By
 DK1680  HISTORY     - 1976     MONUMENTED       MSHD
 DK1680
 DK1680                          STATION DESCRIPTION
 DK1680
 DK1680'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1680'0.8 MI SSE FROM ISOLA.
 DK1680'THE MARK IS LOCATED 0.8 MILE SOUTH-SOUTHEAST OF ISOLA, 1.3 MILES SOUTH
 DK1680'OF THE HUMPHREYS-SUNFLOWER COUNTY LINE, 0.35 MILE SOUTH OF A CONCRETE
 DK1680'BRIDGE IN THE NORTHWEST 1/4 OF SECTION 11, T 16N, R 4W.  IT IS 34.5
 DK1680'FEET WEST OF THE CENTER OF HIGHWAY 49W, 100 FEET NORTH OF THE CENTER
 DK1680'OF A DRIVEWAY, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL
 DK1680'HOLE IN THE SOUTH END OF THE WEST HEADWALL OF AN 8 X 8 FOOT CONCRETE
 DK1680'BOX CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE--
 DK1680'TO REACH FROM THE BANK OF ISOLA IN ISOLA GO SOUTHEAST ON U.S. HIGHWAY
 DK1680'49W FOR 0.65 MILE TO THE JUNCTION OF THE NEW HIGHWAY. TURN RIGHT AND
 DK1680'GO SOUTH ON U.S. HIGHWAY 49W FOR ABOUT 100 YARDS TO THE MARK ON THE
 DK1680'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1677 ***********************************************************************
 DK1677  DESIGNATION -  49 V 164 MSHD
 DK1677  PID         -  DK1677
 DK1677  STATE/COUNTY-  MS/HUMPHREYS
 DK1677  USGS QUAD   -  INVERNESS (1965)
 DK1677
 DK1677                         *CURRENT SURVEY CONTROL
 DK1677  ___________________________________________________________________
 DK1677* NAD 83(1986)-  33 15 36.     (N)    090 35 13.     (W)     SCALED    
 DK1677* NAVD 88     -        35.308  (meters)     115.84   (feet)  ADJUSTED  
 DK1677  ___________________________________________________________________
 DK1677  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1677  DYNAMIC HT  -          35.271 (meters)     115.72  (feet)  COMP
 DK1677  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 DK1677
 DK1677  VERT ORDER  -  SECOND    CLASS II
 DK1677
 DK1677.The horizontal coordinates were scaled from a topographic map and have
 DK1677.an estimated accuracy of +/- 6 seconds.
 DK1677
 DK1677.The orthometric height was determined by differential leveling
 DK1677.and adjusted in June 1991.
 DK1677
 DK1677.The geoid height was determined by GEOID03.
 DK1677
 DK1677.The dynamic height is computed by dividing the NAVD 88
 DK1677.geopotential number by the normal gravity value computed on the
 DK1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1677.degrees latitude (g = 980.6199 gals.).
 DK1677
 DK1677.The modeled gravity was interpolated from observed gravity values.
 DK1677
 DK1677;                    North         East    Units  Estimated Accuracy
 DK1677;SPC MS W     -   416,900.      676,370.      MT  (+/- 180 meters Scaled)
 DK1677
 DK1677                          SUPERSEDED SURVEY CONTROL
 DK1677
 DK1677  NGVD 29 (??/??/??)   35.382  (m)          116.08   (f) ADJUSTED    2 2
 DK1677
 DK1677.Superseded values are not recommended for survey control.
 DK1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1677.See file dsdata.txt to determine how the superseded data were derived.
 DK1677
 DK1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS247827(NAD 83)
 DK1677_MARKER: DD = SURVEY DISK
 DK1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1677_SP_SET: BRIDGE
 DK1677_STAMPING: BM 49V 164 1976
 DK1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1677
 DK1677  HISTORY     - Date     Condition        Report By
 DK1677  HISTORY     - 1976     MONUMENTED       MSHD
 DK1677
 DK1677                          STATION DESCRIPTION
 DK1677
 DK1677'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1677'0.4 MI SE FROM ISOLA.
 DK1677'THE MARK IS LOCATED 0.4 MILE SOUTHEAST OF ISOLA IN A CONCRETE BRIDGE,
 DK1677'0.95 MILE SOUTH OF THE HUMPHREYS-SUNFLOWER COUNTY LINE IN THE
 DK1677'SOUTHWEST 1/4 OF SECTION 2, T 16N, R 4W.  IT IS 13.5 FEET EAST OF THE
 DK1677'CENTER OF HIGHWAY 49W, 7 FEET SOUTH OF A METAL WITNESS POST SET IN A
 DK1677'DRILL HOLE IN THE NORTH END OF THE BASE OF THE RAILING DIRECTLY OVER
 DK1677'THE ABUTMENT OF A 150 FOOT CONCRETE BRIDGE AND IS ABOUT 6 INCHES ABOVE
 DK1677'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE BANK OF ISOLA IN
 DK1677'ISOLA GO SOUTHEAST ON OLD HIGHWAY 49W FOR 0.65 MILE TO THE JUNCTION OF
 DK1677'THE NEW HIGHWAY.  TURN LEFT AND GO NORTHWEST ON NEW U.S. HIGHWAY 49W
 DK1677'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1678 ***********************************************************************
 DK1678  DESIGNATION -  49 V 165 MSHD
 DK1678  PID         -  DK1678
 DK1678  STATE/COUNTY-  MS/SUNFLOWER
 DK1678  USGS QUAD   -  INVERNESS (1965)
 DK1678
 DK1678                         *CURRENT SURVEY CONTROL
 DK1678  ___________________________________________________________________
 DK1678* NAD 83(1986)-  33 16 13.     (N)    090 35 20.     (W)     SCALED    
 DK1678* NAVD 88     -        34.531  (meters)     113.29   (feet)  ADJUSTED  
 DK1678  ___________________________________________________________________
 DK1678  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1678  DYNAMIC HT  -          34.495 (meters)     113.17  (feet)  COMP
 DK1678  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DK1678
 DK1678  VERT ORDER  -  SECOND    CLASS II
 DK1678
 DK1678.The horizontal coordinates were scaled from a topographic map and have
 DK1678.an estimated accuracy of +/- 6 seconds.
 DK1678
 DK1678.The orthometric height was determined by differential leveling
 DK1678.and adjusted in June 1991.
 DK1678
 DK1678.The geoid height was determined by GEOID03.
 DK1678
 DK1678.The dynamic height is computed by dividing the NAVD 88
 DK1678.geopotential number by the normal gravity value computed on the
 DK1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1678.degrees latitude (g = 980.6199 gals.).
 DK1678
 DK1678.The modeled gravity was interpolated from observed gravity values.
 DK1678
 DK1678;                    North         East    Units  Estimated Accuracy
 DK1678;SPC MS W     -   418,040.      676,190.      MT  (+/- 180 meters Scaled)
 DK1678
 DK1678                          SUPERSEDED SURVEY CONTROL
 DK1678
 DK1678  NGVD 29 (??/??/??)   34.600  (m)          113.52   (f) ADJUSTED    2 2
 DK1678
 DK1678.Superseded values are not recommended for survey control.
 DK1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1678.See file dsdata.txt to determine how the superseded data were derived.
 DK1678
 DK1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS245838(NAD 83)
 DK1678_MARKER: DD = SURVEY DISK
 DK1678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1678_SP_SET: BRIDGE
 DK1678_STAMPING: BM 49V 165 1976
 DK1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1678
 DK1678  HISTORY     - Date     Condition        Report By
 DK1678  HISTORY     - 1976     MONUMENTED       MSHD
 DK1678
 DK1678                          STATION DESCRIPTION
 DK1678
 DK1678'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1678'0.7 MI N FROM ISOLA.
 DK1678'THE MARK IS LOCATED 0.7 MILE NORTH OF ISOLA IN A CONCRETE BRIDGE JUST
 DK1678'NORTH OF THE HUMPHREYS-SUNFLOWER COUNTY LINE IN THE SOUTHWEST 1/4 OF
 DK1678'SECTION 35, T 17N, R 4W.  IT IS 15 FEET WEST OF THE CENTER OF HIGHWAY
 DK1678'49W, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 DK1678'WEST END OF THE SOUTH ABUTMENT OF A 247 FOOT CONCRETE BRIDGE AND IS
 DK1678'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE BANK OF ISOLA
 DK1678'IN ISOLA GO NORTH ON THE OLD HIGHWAY FOR 0.3 MILE TO THE JUNCTION OF
 DK1678'THE NEW HIGHWAY.  TURN LEFT AND GO NORTH ON NEW U.S. HIGHWAY 49W FOR
 DK1678'0.3 MILE TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1681 ***********************************************************************
 DK1681  DESIGNATION -  49 V 166 MSHD
 DK1681  PID         -  DK1681
 DK1681  STATE/COUNTY-  MS/SUNFLOWER
 DK1681  USGS QUAD   -  INVERNESS (1965)
 DK1681
 DK1681                         *CURRENT SURVEY CONTROL
 DK1681  ___________________________________________________________________
 DK1681* NAD 83(1986)-  33 17 06.     (N)    090 35 24.     (W)     SCALED    
 DK1681* NAVD 88     -        33.898  (meters)     111.21   (feet)  ADJUSTED  
 DK1681  ___________________________________________________________________
 DK1681  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1681  DYNAMIC HT  -          33.862 (meters)     111.10  (feet)  COMP
 DK1681  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DK1681
 DK1681  VERT ORDER  -  SECOND    CLASS II
 DK1681
 DK1681.The horizontal coordinates were scaled from a topographic map and have
 DK1681.an estimated accuracy of +/- 6 seconds.
 DK1681
 DK1681.The orthometric height was determined by differential leveling
 DK1681.and adjusted in June 1991.
 DK1681
 DK1681.The geoid height was determined by GEOID03.
 DK1681
 DK1681.The dynamic height is computed by dividing the NAVD 88
 DK1681.geopotential number by the normal gravity value computed on the
 DK1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1681.degrees latitude (g = 980.6199 gals.).
 DK1681
 DK1681.The modeled gravity was interpolated from observed gravity values.
 DK1681
 DK1681;                    North         East    Units  Estimated Accuracy
 DK1681;SPC MS W     -   419,680.      676,090.      MT  (+/- 180 meters Scaled)
 DK1681
 DK1681                          SUPERSEDED SURVEY CONTROL
 DK1681
 DK1681  NGVD 29 (??/??/??)   33.966  (m)          111.44   (f) ADJUSTED    2 2
 DK1681
 DK1681.Superseded values are not recommended for survey control.
 DK1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1681.See file dsdata.txt to determine how the superseded data were derived.
 DK1681
 DK1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS244854(NAD 83)
 DK1681_MARKER: DD = SURVEY DISK
 DK1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1681_STAMPING: BM 49V 166 1976
 DK1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1681+STABILITY: SURFACE MOTION
 DK1681
 DK1681  HISTORY     - Date     Condition        Report By
 DK1681  HISTORY     - 1976     MONUMENTED       MSHD
 DK1681
 DK1681                          STATION DESCRIPTION
 DK1681
 DK1681'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1681'1.7 MI N FROM ISOLA.
 DK1681'THE MARK IS LOCATED 1.7 MILES NORTH OF ISOLA ON THE EAST RIGHT OF WAY
 DK1681'OF U.S. HIGHWAY 49W OPPOSITE A BLACK TOP ROAD LEADING WEST AND ON THE
 DK1681'SOUTH SIDE OF A CEMETARY IN THE NORTHWEST 1/4 OF SECTION 35, T 17N, R
 DK1681'4W.  IT IS 47 FEET EAST OF THE CENTER OF HIGHWAY 49W, 31 FEET SOUTH OF
 DK1681'THE PROJECTED CENTER OF A BLACK TOP ROAD LEADING EAST, 32 FEET SOUTH
 DK1681'OF THE CENTER OF A FIELD ROAD, 22.5 FEET SOUTH OF A FENCE CORNER, 2.5
 DK1681'FEET WEST OF A FENCE, 1.5 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH OF
 DK1681'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1
 DK1681'FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. NOTE-- TO
 DK1681'REACH FROM THE BANK OF ISOLA IN ISOLA GO NORTH ON OLD U.S. HIGHWAY 49W
 DK1681'FOR 0.3 MILE TO THE JUNCTION OF THE NEW HIGHWAY. TURN LEFT AND GO
 DK1681'NORTH ON U.S. HIGHWAY 49W FOR 1.3 MILES TO A SIDE ROAD LEFT AND THE
 DK1681'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1682 ***********************************************************************
 DK1682  DESIGNATION -  49 V 167 MSHD
 DK1682  PID         -  DK1682
 DK1682  STATE/COUNTY-  MS/SUNFLOWER
 DK1682  USGS QUAD   -  INVERNESS (1965)
 DK1682
 DK1682                         *CURRENT SURVEY CONTROL
 DK1682  ___________________________________________________________________
 DK1682* NAD 83(1986)-  33 18 38.     (N)    090 35 24.     (W)     SCALED    
 DK1682* NAVD 88     -        34.395  (meters)     112.84   (feet)  ADJUSTED  
 DK1682  ___________________________________________________________________
 DK1682  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK1682  DYNAMIC HT  -          34.359 (meters)     112.73  (feet)  COMP
 DK1682  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 DK1682
 DK1682  VERT ORDER  -  SECOND    CLASS II
 DK1682
 DK1682.The horizontal coordinates were scaled from a topographic map and have
 DK1682.an estimated accuracy of +/- 6 seconds.
 DK1682
 DK1682.The orthometric height was determined by differential leveling
 DK1682.and adjusted in June 1991.
 DK1682
 DK1682.The geoid height was determined by GEOID03.
 DK1682
 DK1682.The dynamic height is computed by dividing the NAVD 88
 DK1682.geopotential number by the normal gravity value computed on the
 DK1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1682.degrees latitude (g = 980.6199 gals.).
 DK1682
 DK1682.The modeled gravity was interpolated from observed gravity values.
 DK1682
 DK1682;                    North         East    Units  Estimated Accuracy
 DK1682;SPC MS W     -   422,510.      676,100.      MT  (+/- 180 meters Scaled)
 DK1682
 DK1682                          SUPERSEDED SURVEY CONTROL
 DK1682
 DK1682  NGVD 29 (??/??/??)   34.462  (m)          113.06   (f) ADJUSTED    2 2
 DK1682
 DK1682.Superseded values are not recommended for survey control.
 DK1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1682.See file dsdata.txt to determine how the superseded data were derived.
 DK1682
 DK1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS243883(NAD 83)
 DK1682_MARKER: DD = SURVEY DISK
 DK1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1682_STAMPING: BM 49V 167 1976
 DK1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1682+STABILITY: SURFACE MOTION
 DK1682
 DK1682  HISTORY     - Date     Condition        Report By
 DK1682  HISTORY     - 1976     MONUMENTED       MSHD
 DK1682
 DK1682                          STATION DESCRIPTION
 DK1682
 DK1682'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1682'3 MI S FROM INVERNESS.
 DK1682'THE MARK IS LOCATED 3 MILES SOUTH OF INVERNESS ON THE EAST SIDE OF
 DK1682'U.S. HIGHWAY 49W BY A POWER POLE ON THE NORTH SIDE OF A BORROW PIT AND
 DK1682'SOUTH OF A SMALL FRAME HOUSE, 3.4 MILES NORTH OF ISOLA ON THE PROPERTY
 DK1682'OF MR. R. M. SUMERALL IN THE NORTHWEST 1/4 OF SECTION 23, T 17N, R 4W.
 DK1682'IT IS 97 FEET EAST OF THE CENTER OF HIGHWAY 49W, 20 FEET NORTH OF THE
 DK1682'EDGE OF A BORROW PIT, 45 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 DK1682'OF A FRAME HOUSE, 9.5 FEET NORTHEAST OF A TRIPPLE TRUNK PECAN, 1 FOOT
 DK1682'WEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE
 DK1682'TOP OF A ROUND CONCRETE POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK1682'HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE BANK OF ISOLA
 DK1682'IN ISOLA GO NORTH ON OLD U.S. HIGHWAY 49W FOR 0.3 MILE TO THE JUNCTION
 DK1682'OF THE NEW HIGHWAY.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 49W FOR
 DK1682'2.85 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 49W
 DK1682'FOR 0.3 MILE TO THE MARK ON THE RIGHT.  THE MARK ALSO CAN BE REACHED
 DK1682'FROM THE INVERNESS BAPTIST CHURCH IN INVERNESS BY GOING SOUTH ON U.S.
 DK1682'HIGHWAY 49W FOR 2.9 MILES TO A SIDE ROAD LEFT. CONTINUE SOUTH ON U.S.
 DK1682'HIGHWAY 94W FOR 0.25 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1683 ***********************************************************************
 DK1683  DESIGNATION -  49 V 168 MSHD
 DK1683  PID         -  DK1683
 DK1683  STATE/COUNTY-  MS/SUNFLOWER
 DK1683  USGS QUAD   -  INVERNESS (1965)
 DK1683
 DK1683                         *CURRENT SURVEY CONTROL
 DK1683  ___________________________________________________________________
 DK1683* NAD 83(1986)-  33 19 08.     (N)    090 35 24.     (W)     SCALED    
 DK1683* NAVD 88     -        34.238  (meters)     112.33   (feet)  ADJUSTED  
 DK1683  ___________________________________________________________________
 DK1683  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK1683  DYNAMIC HT  -          34.202 (meters)     112.21  (feet)  COMP
 DK1683  MODELED GRAV-     979,585.9   (mgal)                       NAVD 88
 DK1683
 DK1683  VERT ORDER  -  SECOND    CLASS II
 DK1683
 DK1683.The horizontal coordinates were scaled from a topographic map and have
 DK1683.an estimated accuracy of +/- 6 seconds.
 DK1683
 DK1683.The orthometric height was determined by differential leveling
 DK1683.and adjusted in June 1991.
 DK1683
 DK1683.The geoid height was determined by GEOID03.
 DK1683
 DK1683.The dynamic height is computed by dividing the NAVD 88
 DK1683.geopotential number by the normal gravity value computed on the
 DK1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1683.degrees latitude (g = 980.6199 gals.).
 DK1683
 DK1683.The modeled gravity was interpolated from observed gravity values.
 DK1683
 DK1683;                    North         East    Units  Estimated Accuracy
 DK1683;SPC MS W     -   423,430.      676,100.      MT  (+/- 180 meters Scaled)
 DK1683
 DK1683                          SUPERSEDED SURVEY CONTROL
 DK1683
 DK1683  NGVD 29 (??/??/??)   34.304  (m)          112.55   (f) ADJUSTED    2 2
 DK1683
 DK1683.Superseded values are not recommended for survey control.
 DK1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1683.See file dsdata.txt to determine how the superseded data were derived.
 DK1683
 DK1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS243892(NAD 83)
 DK1683_MARKER: DD = SURVEY DISK
 DK1683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1683_SP_SET: CULVERT
 DK1683_STAMPING: BM 49V 168 1976
 DK1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1683
 DK1683  HISTORY     - Date     Condition        Report By
 DK1683  HISTORY     - 1976     MONUMENTED       MSHD
 DK1683
 DK1683                          STATION DESCRIPTION
 DK1683
 DK1683'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1683'2.4 MI S FROM INVERNESS.
 DK1683'THE MARK IS LOCATED 2.4 MILES SOUTH OF INVERNESS, 3.45 MILES NORTH OF
 DK1683'THE SUNFLOWER-HUMPHREYS COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION
 DK1683'15, T 17N, R 4W.  IT IS 29.5 FEET WEST OF THE CENTER OF HIGHWAY 49W,
 DK1683'97 FEET SOUTH-SOUTHEAST OF POWER POLE NO. 7, 1 FOOT NORTH OF A METAL
 DK1683'WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL
 DK1683'OF A 5 X 2 FOOT CONCRETE BOX CULVERT AND IS ABOUT 1 1/2 FOOT BELOW THE
 DK1683'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE BAPTIST CHURCH IN
 DK1683'INVERNESS GO SOUTH ON U.S. HIGHWAY 49W FOR 2.35 MILES TO A SIDE ROAD
 DK1683'RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 49W FOR 0.2 MILE TO THE MARK ON
 DK1683'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1684 ***********************************************************************
 DK1684  DESIGNATION -  49 V 169 MSHD
 DK1684  PID         -  DK1684
 DK1684  STATE/COUNTY-  MS/SUNFLOWER
 DK1684  USGS QUAD   -  INVERNESS (1965)
 DK1684
 DK1684                         *CURRENT SURVEY CONTROL
 DK1684  ___________________________________________________________________
 DK1684* NAD 83(1986)-  33 19 46.     (N)    090 35 24.     (W)     SCALED    
 DK1684* NAVD 88     -        35.059  (meters)     115.02   (feet)  ADJUSTED  
 DK1684  ___________________________________________________________________
 DK1684  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK1684  DYNAMIC HT  -          35.022 (meters)     114.90  (feet)  COMP
 DK1684  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DK1684
 DK1684  VERT ORDER  -  SECOND    CLASS II
 DK1684
 DK1684.The horizontal coordinates were scaled from a topographic map and have
 DK1684.an estimated accuracy of +/- 6 seconds.
 DK1684
 DK1684.The orthometric height was determined by differential leveling
 DK1684.and adjusted in June 1991.
 DK1684
 DK1684.The geoid height was determined by GEOID03.
 DK1684
 DK1684.The dynamic height is computed by dividing the NAVD 88
 DK1684.geopotential number by the normal gravity value computed on the
 DK1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1684.degrees latitude (g = 980.6199 gals.).
 DK1684
 DK1684.The modeled gravity was interpolated from observed gravity values.
 DK1684
 DK1684;                    North         East    Units  Estimated Accuracy
 DK1684;SPC MS W     -   424,610.      676,100.      MT  (+/- 180 meters Scaled)
 DK1684
 DK1684                          SUPERSEDED SURVEY CONTROL
 DK1684
 DK1684  NGVD 29 (??/??/??)   35.125  (m)          115.24   (f) ADJUSTED    2 2
 DK1684
 DK1684.Superseded values are not recommended for survey control.
 DK1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1684.See file dsdata.txt to determine how the superseded data were derived.
 DK1684
 DK1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS243904(NAD 83)
 DK1684_MARKER: DD = SURVEY DISK
 DK1684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1684_SP_SET: CULVERT
 DK1684_STAMPING: BM 49V 169 1976
 DK1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1684
 DK1684  HISTORY     - Date     Condition        Report By
 DK1684  HISTORY     - 1976     MONUMENTED       MSHD
 DK1684
 DK1684                          STATION DESCRIPTION
 DK1684
 DK1684'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1684'1.75 MI S FROM INVERNESS.
 DK1684'THE MARK IS LOCATED 1.75 MILES SOUTH OF INVERNESS NEAR A POWER
 DK1684'SUB-STATION, 4.15 MILES NORTH OF THE SUNFLOWER-HUMPHREYS COUNTY LINE
 DK1684'IN THE NORTHEAST CORNER OF SECTION 15, T 17N, R 4W.  IT IS 23 FEET
 DK1684'WEST OF THE CENTER OF HIGHWAY 49W, 62 FEET SOUTH OF THE PROJECTED
 DK1684'CENTER OF A BLACK TOP ROAD LEADING EAST, 38 FEET SOUTHEAST OF THE
 DK1684'CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 DK1684'A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 2 X 2 FOOT
 DK1684'CONCRETE BOX CULVERT AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE
 DK1684'HIGHWAY.  NOTE-- TO REACH FROM THE BAPTIST CHURCH IN INVERNESS GO
 DK1684'SOUTH ON U.S. HIGHWAY 49W FOR 1.85 MILES TO A SIDE ROAD LEFT AND THE
 DK1684'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0083 ***********************************************************************
 CP0083  DESIGNATION -  49 V 17
 CP0083  PID         -  CP0083
 CP0083  STATE/COUNTY-  MS/MADISON
 CP0083  USGS QUAD   -  FLORA (1988)
 CP0083
 CP0083                         *CURRENT SURVEY CONTROL
 CP0083  ___________________________________________________________________
 CP0083* NAD 83(1986)-  32 32 20.     (N)    090 18 44.     (W)     SCALED    
 CP0083* NAVD 88     -        77.928  (meters)     255.67   (feet)  ADJUSTED  
 CP0083  ___________________________________________________________________
 CP0083  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CP0083  DYNAMIC HT  -          77.839 (meters)     255.38  (feet)  COMP
 CP0083  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 CP0083
 CP0083  VERT ORDER  -  SECOND    CLASS 0
 CP0083
 CP0083.The horizontal coordinates were scaled from a topographic map and have
 CP0083.an estimated accuracy of +/- 6 seconds.
 CP0083
 CP0083.The orthometric height was determined by differential leveling
 CP0083.and adjusted in June 1991.
 CP0083
 CP0083.The geoid height was determined by GEOID03.
 CP0083
 CP0083.The dynamic height is computed by dividing the NAVD 88
 CP0083.geopotential number by the normal gravity value computed on the
 CP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0083.degrees latitude (g = 980.6199 gals.).
 CP0083
 CP0083.The modeled gravity was interpolated from observed gravity values.
 CP0083
 CP0083;                    North         East    Units  Estimated Accuracy
 CP0083;SPC MS W     -   336,910.      701,980.      MT  (+/- 180 meters Scaled)
 CP0083
 CP0083                          SUPERSEDED SURVEY CONTROL
 CP0083
 CP0083  NGVD 29 (??/??/92)   78.004  (m)          255.92   (f) ADJ UNCH    2 0
 CP0083
 CP0083.Superseded values are not recommended for survey control.
 CP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0083.See file dsdata.txt to determine how the superseded data were derived.
 CP0083
 CP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS524033(NAD 83)
 CP0083_MARKER: DD = SURVEY DISK
 CP0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0083_SP_SET: SQUARE CONCRETE MONUMENT
 CP0083_STAMPING: BM 49-17 1960
 CP0083_MARK LOGO: MSHD  
 CP0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0083+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1988
 CP0083
 CP0083  HISTORY     - Date     Condition        Report By
 CP0083  HISTORY     - 1960     MONUMENTED       MSHD
 CP0083  HISTORY     - 1964     GOOD             MSHD
 CP0083  HISTORY     - 19881025 SEE DESCRIPTION  MSHD
 CP0083
 CP0083                          STATION DESCRIPTION
 CP0083
 CP0083'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0083'IN FLORA.
 CP0083'LOCATED IN FLORA AT THE ENTRANCE TO FLORA CEMETERY.  TO REACH FROM
 CP0083'ILLINOIS CENTRAL RAILROAD DEPOT IN FLORA, GO WEST ON STATE HIGHWAY 22
 CP0083'FOR 0.2 MILE TO JUNCTION OF U. S. HIGHWAY 49.  TURN LEFT AND CONTINUE
 CP0083'SOUTHEAST ON HIGHWAY 49 FOR 0.2 MILE TO CEMETERY AND THE MARK ON THE
 CP0083'LEFT.  THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK
 CP0083'STAMPED BM 49V-17 1960, SET IN A 7-INCH SQUARE CONCRETE POST, FLUSH
 CP0083'WITH THE GROUND.  IT IS 41.0 FEET EAST OF THE CENTER OF HIGHWAY 49,
 CP0083'13.0 FEET EAST OF THE FENCE CORNER, 13 FEET NORTH OF THE APPROXIMATE
 CP0083'CENTER OF ENTRANCE TO THE CEMETERY, 11.0 FEET NORTHWEST OF NORTH GATE
 CP0083'POST AND 1 FOOT SOUTH THE FENCE.
 CP0083
 CP0083                          STATION RECOVERY (1988)
 CP0083
 CP0083'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0083'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. IT WAS PROBABLY DESTROYED
 CP0083'WHEN THE ENTRANCE TO THE CEMETRY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1685 ***********************************************************************
 DK1685  DESIGNATION -  49 V 170 MSHD
 DK1685  PID         -  DK1685
 DK1685  STATE/COUNTY-  MS/SUNFLOWER
 DK1685  USGS QUAD   -  INVERNESS (1965)
 DK1685
 DK1685                         *CURRENT SURVEY CONTROL
 DK1685  ___________________________________________________________________
 DK1685* NAD 83(1986)-  33 20 47.     (N)    090 35 24.     (W)     SCALED    
 DK1685* NAVD 88     -        34.131  (meters)     111.98   (feet)  ADJUSTED  
 DK1685  ___________________________________________________________________
 DK1685  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK1685  DYNAMIC HT  -          34.095 (meters)     111.86  (feet)  COMP
 DK1685  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 DK1685
 DK1685  VERT ORDER  -  SECOND    CLASS II
 DK1685
 DK1685.The horizontal coordinates were scaled from a topographic map and have
 DK1685.an estimated accuracy of +/- 6 seconds.
 DK1685
 DK1685.The orthometric height was determined by differential leveling
 DK1685.and adjusted in June 1991.
 DK1685
 DK1685.The geoid height was determined by GEOID03.
 DK1685
 DK1685.The dynamic height is computed by dividing the NAVD 88
 DK1685.geopotential number by the normal gravity value computed on the
 DK1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1685.degrees latitude (g = 980.6199 gals.).
 DK1685
 DK1685.The modeled gravity was interpolated from observed gravity values.
 DK1685
 DK1685;                    North         East    Units  Estimated Accuracy
 DK1685;SPC MS W     -   426,480.      676,110.      MT  (+/- 180 meters Scaled)
 DK1685
 DK1685                          SUPERSEDED SURVEY CONTROL
 DK1685
 DK1685  NGVD 29 (??/??/??)   34.200  (m)          112.20   (f) ADJUSTED    2 2
 DK1685
 DK1685.Superseded values are not recommended for survey control.
 DK1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1685.See file dsdata.txt to determine how the superseded data were derived.
 DK1685
 DK1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS242922(NAD 83)
 DK1685_MARKER: DD = SURVEY DISK
 DK1685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1685_SP_SET: CULVERT
 DK1685_STAMPING: BM 49V 170 1976
 DK1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1685
 DK1685  HISTORY     - Date     Condition        Report By
 DK1685  HISTORY     - 1976     MONUMENTED       MSHD
 DK1685
 DK1685                          STATION DESCRIPTION
 DK1685
 DK1685'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1685'0.55 MI S FROM INVERNESS.
 DK1685'THE MARK IS LOCATED 0.55 MILE SOUTH OF INVERNESS IN THE SOUTHEAST 1/4
 DK1685'OF SECTION 3, T 17N, R 4W.  IT IS 23 FEET WEST OF THE CENTER OF
 DK1685'HIGHWAY 49W, 57 FEET SOUTH OF POWER POLE NO. 25, 3 FEET WEST OF A
 DK1685'METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 DK1685'HEADWALL OF AN 8 X 4 FOOT DOUBLE CONCRETE BOX CULVERT AND IS ABOUT 1
 DK1685'FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE BAPTIST
 DK1685'CHURCH IN INVERNESS GO SOUTH ON U.S. HIGHWAY 49W FOR 0.65 MILE TO THE
 DK1685'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1686 ***********************************************************************
 DK1686  DESIGNATION -  49 V 171 MSHD
 DK1686  PID         -  DK1686
 DK1686  STATE/COUNTY-  MS/SUNFLOWER
 DK1686  USGS QUAD   -  INVERNESS (1965)
 DK1686
 DK1686                         *CURRENT SURVEY CONTROL
 DK1686  ___________________________________________________________________
 DK1686* NAD 83(1986)-  33 21 54.     (N)    090 35 24.     (W)     SCALED    
 DK1686* NAVD 88     -        35.338  (meters)     115.94   (feet)  ADJUSTED  
 DK1686  ___________________________________________________________________
 DK1686  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1686  DYNAMIC HT  -          35.301 (meters)     115.82  (feet)  COMP
 DK1686  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DK1686
 DK1686  VERT ORDER  -  SECOND    CLASS II
 DK1686
 DK1686.The horizontal coordinates were scaled from a topographic map and have
 DK1686.an estimated accuracy of +/- 6 seconds.
 DK1686
 DK1686.The orthometric height was determined by differential leveling
 DK1686.and adjusted in June 1991.
 DK1686
 DK1686.The geoid height was determined by GEOID03.
 DK1686
 DK1686.The dynamic height is computed by dividing the NAVD 88
 DK1686.geopotential number by the normal gravity value computed on the
 DK1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1686.degrees latitude (g = 980.6199 gals.).
 DK1686
 DK1686.The modeled gravity was interpolated from observed gravity values.
 DK1686
 DK1686;                    North         East    Units  Estimated Accuracy
 DK1686;SPC MS W     -   428,550.      676,110.      MT  (+/- 180 meters Scaled)
 DK1686
 DK1686                          SUPERSEDED SURVEY CONTROL
 DK1686
 DK1686  NGVD 29 (??/??/??)   35.411  (m)          116.18   (f) ADJUSTED    2 2
 DK1686
 DK1686.Superseded values are not recommended for survey control.
 DK1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1686.See file dsdata.txt to determine how the superseded data were derived.
 DK1686
 DK1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS242943(NAD 83)
 DK1686_MARKER: DD = SURVEY DISK
 DK1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1686_STAMPING: BM 49V 171 1976
 DK1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1686+STABILITY: SURFACE MOTION
 DK1686
 DK1686  HISTORY     - Date     Condition        Report By
 DK1686  HISTORY     - 1976     MONUMENTED       MSHD
 DK1686
 DK1686                          STATION DESCRIPTION
 DK1686
 DK1686'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1686'0.7 MI N FROM INVERNESS.
 DK1686'THE MARK IS LOCATED 0.7 MILE NORTH OF INVERNESS NEAR THE SOUTHEAST
 DK1686'CORNER OF AN IMPLEMENT SHED AT THE DELTA GIN COMPANY, 0.8 MILE SOUTH
 DK1686'OF THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY 49W IN THE
 DK1686'NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 34, T 17N, R 4W.  IT IS
 DK1686'108 FEET WEST OF THE CENTER OF HIGHWAY 49W, 48 FEET NORTH OF THE
 DK1686'CENTER OF ENTRANCE TO THE GIN, 2 FEET EAST OF THE SOUTHEAST CORNER OF
 DK1686'A COTTON TRAILER SHED, 3.5 FEET WEST OF A BRACE SET IN THE TOP OF A
 DK1686'ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 DK1686'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE BAPTIST CHURCH IN
 DK1686'INVERNESS GO NORTH ON U.S. HIGHWAY 49W FOR 0.6 MILE TO THE GIN AND THE
 DK1686'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1687 ***********************************************************************
 DK1687  DESIGNATION -  49 V 172 MSHD
 DK1687  PID         -  DK1687
 DK1687  STATE/COUNTY-  MS/SUNFLOWER
 DK1687  USGS QUAD   -  MOORHEAD (1965)
 DK1687
 DK1687                         *CURRENT SURVEY CONTROL
 DK1687  ___________________________________________________________________
 DK1687* NAD 83(1986)-  33 22 43.     (N)    090 35 34.     (W)     SCALED    
 DK1687* NAVD 88     -        35.431  (meters)     116.24   (feet)  ADJUSTED  
 DK1687  ___________________________________________________________________
 DK1687  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1687  DYNAMIC HT  -          35.394 (meters)     116.12  (feet)  COMP
 DK1687  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 DK1687
 DK1687  VERT ORDER  -  SECOND    CLASS II
 DK1687
 DK1687.The horizontal coordinates were scaled from a topographic map and have
 DK1687.an estimated accuracy of +/- 6 seconds.
 DK1687
 DK1687.The orthometric height was determined by differential leveling
 DK1687.and adjusted in June 1991.
 DK1687
 DK1687.The geoid height was determined by GEOID03.
 DK1687
 DK1687.The dynamic height is computed by dividing the NAVD 88
 DK1687.geopotential number by the normal gravity value computed on the
 DK1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1687.degrees latitude (g = 980.6199 gals.).
 DK1687
 DK1687.The modeled gravity was interpolated from observed gravity values.
 DK1687
 DK1687;                    North         East    Units  Estimated Accuracy
 DK1687;SPC MS W     -   430,060.      675,860.      MT  (+/- 180 meters Scaled)
 DK1687
 DK1687                          SUPERSEDED SURVEY CONTROL
 DK1687
 DK1687  NGVD 29 (??/??/??)   35.504  (m)          116.48   (f) ADJUSTED    2 2
 DK1687
 DK1687.Superseded values are not recommended for survey control.
 DK1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1687.See file dsdata.txt to determine how the superseded data were derived.
 DK1687
 DK1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS239958(NAD 83)
 DK1687_MARKER: DD = SURVEY DISK
 DK1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1687_STAMPING: BM 49V 172 1976
 DK1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1687+STABILITY: SURFACE MOTION
 DK1687
 DK1687  HISTORY     - Date     Condition        Report By
 DK1687  HISTORY     - 1976     MONUMENTED       MSHD
 DK1687
 DK1687                          STATION DESCRIPTION
 DK1687
 DK1687'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1687'1.6 MI N FROM INVERNESS.
 DK1687'THE MARK IS LOCATED 1.6 MILES NORTH OF INVERNESS AT THE SOUTHWEST
 DK1687'CORNER OF A CYCLONE FENCE ON THE EAST SIDE OF A CIRCULAR DRIVE AND ON
 DK1687'A TRIANGULAR PLOT OF GROUND OWNED BY MR. W. E. TINNIN, 0.2 MILE
 DK1687'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY 49W IN
 DK1687'THE SOUTHEAST ANGLE OF THE CROSSING OF THE ICRR TRACK AND U.S. HIGHWAY
 DK1687'49W IN THE SOUTHEAST 1/4 OF SECTION 27, T 18N, R 4W.  IT IS ABOUT 442
 DK1687'FEET SOUTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 175 FEET
 DK1687'SOUTHWEST OF THE CENTER OF HIGHWAY 49W, 78 FEET EAST OF THE CENTER OF
 DK1687'THE OLD HIGHWAY, 17 FEET EAST-SOUTHEAST OF THE CENTER OF A CIRCULAR
 DK1687'DRIVE, 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A CYCLONE FENCE, 1 FOOT
 DK1687'NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 DK1687'POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 DK1687'NOTE-- TO REACH FROM THE BAPTIST CHURCH IN INVERNESS GO NORTH ON U.S.
 DK1687'HIGHWAY 49W FOR 1.6 MILES TO THE JUNCTION OF STATE HIGHWAY 3. CONTINUE
 DK1687'NORTHWEST ON U.S. HIGHWAY 49W FOR 0.2 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1688 ***********************************************************************
 DK1688  DESIGNATION -  49 V 173 MSHD
 DK1688  PID         -  DK1688
 DK1688  STATE/COUNTY-  MS/SUNFLOWER
 DK1688  USGS QUAD   -  MOORHEAD (1965)
 DK1688
 DK1688                         *CURRENT SURVEY CONTROL
 DK1688  ___________________________________________________________________
 DK1688* NAD 83(1986)-  33 23 10.     (N)    090 36 07.     (W)     SCALED    
 DK1688* NAVD 88     -        35.871  (meters)     117.69   (feet)  ADJUSTED  
 DK1688  ___________________________________________________________________
 DK1688  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1688  DYNAMIC HT  -          35.833 (meters)     117.56  (feet)  COMP
 DK1688  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 DK1688
 DK1688  VERT ORDER  -  SECOND    CLASS II
 DK1688
 DK1688.The horizontal coordinates were scaled from a topographic map and have
 DK1688.an estimated accuracy of +/- 6 seconds.
 DK1688
 DK1688.The orthometric height was determined by differential leveling
 DK1688.and adjusted in June 1991.
 DK1688
 DK1688.The geoid height was determined by GEOID03.
 DK1688
 DK1688.The dynamic height is computed by dividing the NAVD 88
 DK1688.geopotential number by the normal gravity value computed on the
 DK1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1688.degrees latitude (g = 980.6199 gals.).
 DK1688
 DK1688.The modeled gravity was interpolated from observed gravity values.
 DK1688
 DK1688;                    North         East    Units  Estimated Accuracy
 DK1688;SPC MS W     -   430,890.      675,010.      MT  (+/- 180 meters Scaled)
 DK1688
 DK1688                          SUPERSEDED SURVEY CONTROL
 DK1688
 DK1688  NGVD 29 (??/??/??)   35.944  (m)          117.93   (f) ADJUSTED    2 2
 DK1688
 DK1688.Superseded values are not recommended for survey control.
 DK1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1688.See file dsdata.txt to determine how the superseded data were derived.
 DK1688
 DK1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS230966(NAD 83)
 DK1688_MARKER: DD = SURVEY DISK
 DK1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1688_STAMPING: BM 49V 173 1976
 DK1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1688+STABILITY: SURFACE MOTION
 DK1688
 DK1688  HISTORY     - Date     Condition        Report By
 DK1688  HISTORY     - 1976     MONUMENTED       MSHD
 DK1688
 DK1688                          STATION DESCRIPTION
 DK1688
 DK1688'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1688'3.5 MI NNW FROM INVERNESS.
 DK1688'THE MARK IS LOCATED 3.5 MILES NORTH-NORTHWEST OF INVERNESS ON THE
 DK1688'SOUTHWEST RIGHT OF WAY OF U.S. HIGHWAY 49W, 3.1 MILES SOUTHEAST OF THE
 DK1688'SUNFLOWER RIVER, 0.75 MILE NORTHWEST OF THE CROSSING OF THE I.C.R.R.
 DK1688'TRACK IN THE NORTHWEST 1/4 OF SECTION 27, T 18N, R 4W.  IT IS 69.5
 DK1688'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 49W, 29 FEET WEST OF THE
 DK1688'PROJECTED CENTER OF A BLACK TOP ROAD, 1.5 FEET SOUTHEAST OF A POWER
 DK1688'POLE WITH A GUY WIRE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE
 DK1688'TOP OF A ROUND CONCRETE POST ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 DK1688'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE BAPTIST
 DK1688'CHURCH IN INVERNESS GO NORTH ON U.S. HIGHWAY 49W FOR 1.6 MILES TO THE
 DK1688'JUNCTION OF STATE HIGHWAY 3.  CONTINUE NORTHWEST ON U.S. HIGHWAY 49W
 DK1688'FOR 1.1 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1689 ***********************************************************************
 DK1689  DESIGNATION -  49 V 174 MSHD
 DK1689  PID         -  DK1689
 DK1689  STATE/COUNTY-  MS/SUNFLOWER
 DK1689  USGS QUAD   -  MOORHEAD (1965)
 DK1689
 DK1689                         *CURRENT SURVEY CONTROL
 DK1689  ___________________________________________________________________
 DK1689* NAD 83(1986)-  33 24 00.     (N)    090 37 06.     (W)     SCALED    
 DK1689* NAVD 88     -        34.750  (meters)     114.01   (feet)  ADJUSTED  
 DK1689  ___________________________________________________________________
 DK1689  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1689  DYNAMIC HT  -          34.714 (meters)     113.89  (feet)  COMP
 DK1689  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 DK1689
 DK1689  VERT ORDER  -  SECOND    CLASS II
 DK1689
 DK1689.The horizontal coordinates were scaled from a topographic map and have
 DK1689.an estimated accuracy of +/- 6 seconds.
 DK1689
 DK1689.The orthometric height was determined by differential leveling
 DK1689.and adjusted in June 1991.
 DK1689
 DK1689.The geoid height was determined by GEOID03.
 DK1689
 DK1689.The dynamic height is computed by dividing the NAVD 88
 DK1689.geopotential number by the normal gravity value computed on the
 DK1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1689.degrees latitude (g = 980.6199 gals.).
 DK1689
 DK1689.The modeled gravity was interpolated from observed gravity values.
 DK1689
 DK1689;                    North         East    Units  Estimated Accuracy
 DK1689;SPC MS W     -   432,440.      673,490.      MT  (+/- 180 meters Scaled)
 DK1689
 DK1689                          SUPERSEDED SURVEY CONTROL
 DK1689
 DK1689  NGVD 29 (??/??/??)   34.824  (m)          114.25   (f) ADJUSTED    2 2
 DK1689
 DK1689.Superseded values are not recommended for survey control.
 DK1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1689.See file dsdata.txt to determine how the superseded data were derived.
 DK1689
 DK1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS215981(NAD 83)
 DK1689_MARKER: DD = SURVEY DISK
 DK1689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1689_SP_SET: CULVERT
 DK1689_STAMPING: BM 49V 174 1976
 DK1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1689
 DK1689  HISTORY     - Date     Condition        Report By
 DK1689  HISTORY     - 1976     MONUMENTED       MSHD
 DK1689
 DK1689                          STATION DESCRIPTION
 DK1689
 DK1689'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1689'4 MI SE FROM INDIANOLA.
 DK1689'THE MARK IS LOCATED 4 MILES SOUTHEAST OF INDIANOLA, 4.6 MILES
 DK1689'NORTHWEST OF INVERNESS, 1.85 MILES SOUTHEAST OF THE SUNFLOWER RIVER IN
 DK1689'THE NORTHWEST 1/4 OF SECTION 21, T 18N, R 4W.  IT IS 38 FEET SOUTHWEST
 DK1689'OF THE CENTER OF HIGHWAY 49W, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 DK1689'SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 DK1689'A 4 X 4 FOOT CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL
 DK1689'OF THE HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY
 DK1689'82 AND U.S. HIGHWAY 49W IN INDIANOLA GO SOUTH ON U.S. HIGHWAY 49W FOR
 DK1689'4.2 MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD RIGHT. CONTINUE
 DK1689'SOUTHEAST ON U.S. HIGHWAY 49W FOR 0.4 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1690 ***********************************************************************
 DK1690  DESIGNATION -  49 V 175 MSHD
 DK1690  PID         -  DK1690
 DK1690  STATE/COUNTY-  MS/SUNFLOWER
 DK1690  USGS QUAD   -  INDIANOLA (1965)
 DK1690
 DK1690                         *CURRENT SURVEY CONTROL
 DK1690  ___________________________________________________________________
 DK1690* NAD 83(1986)-  33 24 30.     (N)    090 37 43.     (W)     SCALED    
 DK1690* NAVD 88     -        34.521  (meters)     113.26   (feet)  ADJUSTED  
 DK1690  ___________________________________________________________________
 DK1690  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1690  DYNAMIC HT  -          34.485 (meters)     113.14  (feet)  COMP
 DK1690  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DK1690
 DK1690  VERT ORDER  -  SECOND    CLASS II
 DK1690
 DK1690.The horizontal coordinates were scaled from a topographic map and have
 DK1690.an estimated accuracy of +/- 6 seconds.
 DK1690
 DK1690.The orthometric height was determined by differential leveling
 DK1690.and adjusted in June 1991.
 DK1690
 DK1690.The geoid height was determined by GEOID03.
 DK1690
 DK1690.The dynamic height is computed by dividing the NAVD 88
 DK1690.geopotential number by the normal gravity value computed on the
 DK1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1690.degrees latitude (g = 980.6199 gals.).
 DK1690
 DK1690.The modeled gravity was interpolated from observed gravity values.
 DK1690
 DK1690;                    North         East    Units  Estimated Accuracy
 DK1690;SPC MS W     -   433,360.      672,530.      MT  (+/- 180 meters Scaled)
 DK1690
 DK1690                          SUPERSEDED SURVEY CONTROL
 DK1690
 DK1690  NGVD 29 (??/??/??)   34.595  (m)          113.50   (f) ADJUSTED    2 2
 DK1690
 DK1690.Superseded values are not recommended for survey control.
 DK1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1690.See file dsdata.txt to determine how the superseded data were derived.
 DK1690
 DK1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS205990(NAD 83)
 DK1690_MARKER: DD = SURVEY DISK
 DK1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1690_STAMPING: BM 49V 175 1976
 DK1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1690+STABILITY: SURFACE MOTION
 DK1690
 DK1690  HISTORY     - Date     Condition        Report By
 DK1690  HISTORY     - 1976     MONUMENTED       MSHD
 DK1690
 DK1690                          STATION DESCRIPTION
 DK1690
 DK1690'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1690'3.1 MI S FROM INDIANOLA.
 DK1690'THE MARK IS LOCATED 3.1 MILES SOUTH OF INDIANOLA BY A POWER POLE ON
 DK1690'THE SOUTHWEST RIGHT OF WAY OF A SECTION OF THE OLD HIGHWAY, 0.85 MILE
 DK1690'SOUTH OF THE SUNFLOWER RIVER IN THE SOUTHEAST 1/4 OF SECTION 21, T
 DK1690'18N, R 4W.  IT IS ABOUT 300 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 DK1690'49W, 31.5 FEET SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY, 1.5 FEET
 DK1690'SOUTHWEST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 DK1690'THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE OLD HIGHWAY AND
 DK1690'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S.
 DK1690'HIGHWAY 82 AND U.S. HIGHWAY 49W IN INDIANOLA GO SOUTH ON U.S. HIGHWAY
 DK1690'49W FOR 3.6 MILES TO THE OLD HIGHWAY ON THE LEFT.  TURN LEFT AND GO
 DK1690'NORTH FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1691 ***********************************************************************
 DK1691  DESIGNATION -  49 V 176 MSHD
 DK1691  PID         -  DK1691
 DK1691  STATE/COUNTY-  MS/SUNFLOWER
 DK1691  USGS QUAD   -  INDIANOLA (1965)
 DK1691
 DK1691                         *CURRENT SURVEY CONTROL
 DK1691  ___________________________________________________________________
 DK1691* NAD 83(1986)-  33 25 08.     (N)    090 38 01.     (W)     SCALED    
 DK1691* NAVD 88     -        34.632  (meters)     113.62   (feet)  ADJUSTED  
 DK1691  ___________________________________________________________________
 DK1691  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1691  DYNAMIC HT  -          34.596 (meters)     113.50  (feet)  COMP
 DK1691  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 DK1691
 DK1691  VERT ORDER  -  SECOND    CLASS II
 DK1691
 DK1691.The horizontal coordinates were scaled from a topographic map and have
 DK1691.an estimated accuracy of +/- 6 seconds.
 DK1691
 DK1691.The orthometric height was determined by differential leveling
 DK1691.and adjusted in June 1991.
 DK1691
 DK1691.The geoid height was determined by GEOID03.
 DK1691
 DK1691.The dynamic height is computed by dividing the NAVD 88
 DK1691.geopotential number by the normal gravity value computed on the
 DK1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1691.degrees latitude (g = 980.6199 gals.).
 DK1691
 DK1691.The modeled gravity was interpolated from observed gravity values.
 DK1691
 DK1691;                    North         East    Units  Estimated Accuracy
 DK1691;SPC MS W     -   434,540.      672,070.      MT  (+/- 180 meters Scaled)
 DK1691
 DK1691                          SUPERSEDED SURVEY CONTROL
 DK1691
 DK1691  NGVD 29 (??/??/??)   34.706  (m)          113.86   (f) ADJUSTED    2 2
 DK1691
 DK1691.Superseded values are not recommended for survey control.
 DK1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1691.See file dsdata.txt to determine how the superseded data were derived.
 DK1691
 DK1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT200002(NAD 83)
 DK1691_MARKER: DD = SURVEY DISK
 DK1691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1691_SP_SET: BRIDGE
 DK1691_STAMPING: BM 49V 176 1976
 DK1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1691
 DK1691  HISTORY     - Date     Condition        Report By
 DK1691  HISTORY     - 1976     MONUMENTED       MSHD
 DK1691
 DK1691                          STATION DESCRIPTION
 DK1691
 DK1691'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1691'2.3 MI S FROM INDIANOLA.
 DK1691'THE MARK IS LOCATED 2.3 MILES SOUTH OF INDIANOLA IN THE SUNFLOWER
 DK1691'RIVER BRIDGE, 5 MILES NORTH-NORTHWEST OF INVERNESS IN THE SOUTHWEST
 DK1691'1/4 OF THE SOUTHEAST 1/4 OF SECTION 8, T 18N, R 4W.  IT IS 17.5 FEET
 DK1691'EAST OF THE CENTER OF HIGHWAY 48W, 11 FEET WEST OF THE EAST END OF THE
 DK1691'ABUTMENT, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL
 DK1691'HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A 420 FOOT CONCRETE
 DK1691'BRIDGE OVER THE SUNFLOWER RIVER AND IS 4.5 FEET BELOW THE LEVEL OF THE
 DK1691'HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DK1691'U.S. HIGHWAY 49W IN INDIANOLA GO SOUTH ON U.S. HIGHWAY 49W FOR 2.85
 DK1691'MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1692 ***********************************************************************
 DK1692  DESIGNATION -  49 V 177 MSHD
 DK1692  PID         -  DK1692
 DK1692  STATE/COUNTY-  MS/SUNFLOWER
 DK1692  USGS QUAD   -  INDIANOLA (1965)
 DK1692
 DK1692                         *CURRENT SURVEY CONTROL
 DK1692  ___________________________________________________________________
 DK1692* NAD 83(1986)-  33 25 38.     (N)    090 38 00.     (W)     SCALED    
 DK1692* NAVD 88     -        35.098  (meters)     115.15   (feet)  ADJUSTED  
 DK1692  ___________________________________________________________________
 DK1692  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1692  DYNAMIC HT  -          35.061 (meters)     115.03  (feet)  COMP
 DK1692  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DK1692
 DK1692  VERT ORDER  -  SECOND    CLASS II
 DK1692
 DK1692.The horizontal coordinates were scaled from a topographic map and have
 DK1692.an estimated accuracy of +/- 6 seconds.
 DK1692
 DK1692.The orthometric height was determined by differential leveling
 DK1692.and adjusted in June 1991.
 DK1692
 DK1692.The geoid height was determined by GEOID03.
 DK1692
 DK1692.The dynamic height is computed by dividing the NAVD 88
 DK1692.geopotential number by the normal gravity value computed on the
 DK1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1692.degrees latitude (g = 980.6199 gals.).
 DK1692
 DK1692.The modeled gravity was interpolated from observed gravity values.
 DK1692
 DK1692;                    North         East    Units  Estimated Accuracy
 DK1692;SPC MS W     -   435,460.      672,100.      MT  (+/- 180 meters Scaled)
 DK1692
 DK1692                          SUPERSEDED SURVEY CONTROL
 DK1692
 DK1692  NGVD 29 (??/??/??)   35.172  (m)          115.39   (f) ADJUSTED    2 2
 DK1692
 DK1692.Superseded values are not recommended for survey control.
 DK1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1692.See file dsdata.txt to determine how the superseded data were derived.
 DK1692
 DK1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT200011(NAD 83)
 DK1692_MARKER: DD = SURVEY DISK
 DK1692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1692_SP_SET: CULVERT
 DK1692_STAMPING: BM 49V 177 1976
 DK1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1692
 DK1692  HISTORY     - Date     Condition        Report By
 DK1692  HISTORY     - 1976     MONUMENTED       MSHD
 DK1692
 DK1692                          STATION DESCRIPTION
 DK1692
 DK1692'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1692'1.7 MI S FROM INDIANOLA.
 DK1692'THE MARK IS LOCATED 1.7 MILES SOUTH OF INDIANOLA IN A BOX CULVERT
 DK1692'ABOUT 80 FEET NORTH OF THE NORTH SIDE OF THE INDIANOLA MEMORIAL GARDEN
 DK1692'IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 8, T 18N, R 4W.
 DK1692'IT IS 38 FEET EAST OF THE CENTER OF HIGHWAY 49W, 68 FEET NORTH OF THE
 DK1692'CENTER OF A GRAVELED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN
 DK1692'A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 6 X 3 FOOT
 DK1692'CONCRETE BOX CULVERT AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE
 DK1692'HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DK1692'U.S. HIGHWAY 49W IN INDIANOLA GO SOUTH ON U.S. HIGHWAY 49W FOR 2.1
 DK1692'MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1693 ***********************************************************************
 DK1693  DESIGNATION -  49 V 178 MSHD
 DK1693  PID         -  DK1693
 DK1693  STATE/COUNTY-  MS/SUNFLOWER
 DK1693  USGS QUAD   -  INDIANOLA (1965)
 DK1693
 DK1693                         *CURRENT SURVEY CONTROL
 DK1693  ___________________________________________________________________
 DK1693* NAD 83(1986)-  33 26 20.     (N)    090 37 58.     (W)     SCALED    
 DK1693* NAVD 88     -        35.453  (meters)     116.32   (feet)  ADJUSTED  
 DK1693  ___________________________________________________________________
 DK1693  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1693  DYNAMIC HT  -          35.416 (meters)     116.19  (feet)  COMP
 DK1693  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 DK1693
 DK1693  VERT ORDER  -  SECOND    CLASS II
 DK1693
 DK1693.The horizontal coordinates were scaled from a topographic map and have
 DK1693.an estimated accuracy of +/- 6 seconds.
 DK1693
 DK1693.The orthometric height was determined by differential leveling
 DK1693.and adjusted in June 1991.
 DK1693
 DK1693.The geoid height was determined by GEOID03.
 DK1693
 DK1693.The dynamic height is computed by dividing the NAVD 88
 DK1693.geopotential number by the normal gravity value computed on the
 DK1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1693.degrees latitude (g = 980.6199 gals.).
 DK1693
 DK1693.The modeled gravity was interpolated from observed gravity values.
 DK1693
 DK1693;                    North         East    Units  Estimated Accuracy
 DK1693;SPC MS W     -   436,750.      672,160.      MT  (+/- 180 meters Scaled)
 DK1693
 DK1693                          SUPERSEDED SURVEY CONTROL
 DK1693
 DK1693  NGVD 29 (??/??/??)   35.527  (m)          116.56   (f) ADJUSTED    2 2
 DK1693
 DK1693.Superseded values are not recommended for survey control.
 DK1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1693.See file dsdata.txt to determine how the superseded data were derived.
 DK1693
 DK1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT200024(NAD 83)
 DK1693_MARKER: DD = SURVEY DISK
 DK1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1693_SP_SET: BASE
 DK1693_STAMPING: BM 49V 178 1976
 DK1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1693
 DK1693  HISTORY     - Date     Condition        Report By
 DK1693  HISTORY     - 1976     MONUMENTED       MSHD
 DK1693
 DK1693                          STATION DESCRIPTION
 DK1693
 DK1693'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1693'1 MI SSE FROM INDIANOLA.
 DK1693'THE MARK IS LOCATED 1 MILE SOUTH-SOUTHEAST OF INDIANOLA IN THE
 DK1693'NORTHEAST FOOTING OF A STEEL HIGH POWER LINE TOWER NEAR THE CENTER OF
 DK1693'SECTION 5, T 18N, R 4W.  IT IS 120 FEET WEST OF THE CENTER OF HIGHWAY
 DK1693'49W, 174 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD SET IN A DRILL
 DK1693'HOLE IN THE NORTHEAST CORNER OF A CONCRETE BASE FOR THE NORTHEAST LEG
 DK1693'OF A STEEL HIGH POWER LINE TOWER JUST SOUTH OF A POWER SUB STATION AND
 DK1693'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 DK1693'THE INTERSECTION OF U.S. HIGHWAY 82 AND U.S. HIGHWAY 49W IN INDIANOLA
 DK1693'GO SOUTH ON U.S. HIGHWAY 49W FOR 1.35 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3322 ***********************************************************************
 BH3322  DESIGNATION -  49 V 179
 BH3322  PID         -  BH3322
 BH3322  STATE/COUNTY-  MS/HARRISON
 BH3322  USGS QUAD   -  MC HENRY (1982)
 BH3322
 BH3322                         *CURRENT SURVEY CONTROL
 BH3322  ___________________________________________________________________
 BH3322* NAD 83(1986)-  30 40 38.     (N)    089 08 04.     (W)     SCALED    
 BH3322* NAVD 88     -        46.023  (meters)     150.99   (feet)  ADJUSTED  
 BH3322  ___________________________________________________________________
 BH3322  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3322  DYNAMIC HT  -          45.962 (meters)     150.79  (feet)  COMP
 BH3322  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BH3322
 BH3322  VERT ORDER  -  SECOND    CLASS II
 BH3322
 BH3322.The horizontal coordinates were scaled from a topographic map and have
 BH3322.an estimated accuracy of +/- 6 seconds.
 BH3322
 BH3322.The orthometric height was determined by differential leveling
 BH3322.and adjusted in May 1996.
 BH3322
 BH3322.The geoid height was determined by GEOID03.
 BH3322
 BH3322.The dynamic height is computed by dividing the NAVD 88
 BH3322.geopotential number by the normal gravity value computed on the
 BH3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3322.degrees latitude (g = 980.6199 gals.).
 BH3322
 BH3322.The modeled gravity was interpolated from observed gravity values.
 BH3322
 BH3322;                    North         East    Units  Estimated Accuracy
 BH3322;SPC MS E     -   130,530.      271,150.      MT  (+/- 180 meters Scaled)
 BH3322
 BH3322                          SUPERSEDED SURVEY CONTROL
 BH3322
 BH3322.No superseded survey control is available for this station.
 BH3322
 BH3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU955957(NAD 83)
 BH3322_MARKER: DD = SURVEY DISK
 BH3322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3322_SP_SET: CONCRETE BOX CULVERT HEADWALL
 BH3322_STAMPING: BM 49 V 179 1988
 BH3322_MARK LOGO: MSHD  
 BH3322_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3322+STABILITY: SURFACE MOTION
 BH3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3322+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3322
 BH3322  HISTORY     - Date     Condition        Report By
 BH3322  HISTORY     - 1988     MONUMENTED       MSHD
 BH3322
 BH3322                          STATION DESCRIPTION
 BH3322
 BH3322'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3322'MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF SAUCIER, IN A CULVERT
 BH3322'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.15 MI (0.24 KM)
 BH3322'SOUTH OF THE STONE-HARRISON COUNTY LINE AND IN SECTION 30, T 4S, R
 BH3322'11W.
 BH3322'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 67, AT
 BH3322'THE EAST EDGE OF SAUCIER, GO NORTH ON U.S. HIGHWAY 49 FOR 2.3 MI
 BH3322'(3.7 KM) TO HOISON ROAD ON THE LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 BH3322'49 FOR 0.75 MI (1.21 KM) TO THE MARK ON THE RIGHT.
 BH3322'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH
 BH3322'END OF THE EAST HEADWALL OF A 4 X 5 FOOT (1.5 M) CONCRETE BOX
 BH3322'CULVERT, 41.0 FT (12.5 M) EAST OF THE CENTER OF THE NORTH BOUND LANE
 BH3322'OF HIGHWAY 49 AND IS ABOUT 10.0 FT (3.0 M) BELOW THE LEVEL OF THE
 BH3322'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0084 ***********************************************************************
 CP0084  DESIGNATION -  49 V 18
 CP0084  PID         -  CP0084
 CP0084  STATE/COUNTY-  MS/MADISON
 CP0084  USGS QUAD   -  FLORA (1988)
 CP0084
 CP0084                         *CURRENT SURVEY CONTROL
 CP0084  ___________________________________________________________________
 CP0084* NAD 83(1986)-  32 32 40.     (N)    090 18 46.     (W)     SCALED    
 CP0084* NAVD 88     -        76.261  (meters)     250.20   (feet)  ADJUSTED  
 CP0084  ___________________________________________________________________
 CP0084  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CP0084  DYNAMIC HT  -          76.174 (meters)     249.91  (feet)  COMP
 CP0084  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CP0084
 CP0084  VERT ORDER  -  SECOND    CLASS 0
 CP0084
 CP0084.The horizontal coordinates were scaled from a topographic map and have
 CP0084.an estimated accuracy of +/- 6 seconds.
 CP0084
 CP0084.The orthometric height was determined by differential leveling
 CP0084.and adjusted in June 1991.
 CP0084
 CP0084.The geoid height was determined by GEOID03.
 CP0084
 CP0084.The dynamic height is computed by dividing the NAVD 88
 CP0084.geopotential number by the normal gravity value computed on the
 CP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0084.degrees latitude (g = 980.6199 gals.).
 CP0084
 CP0084.The modeled gravity was interpolated from observed gravity values.
 CP0084
 CP0084;                    North         East    Units  Estimated Accuracy
 CP0084;SPC MS W     -   337,520.      701,930.      MT  (+/- 180 meters Scaled)
 CP0084
 CP0084                          SUPERSEDED SURVEY CONTROL
 CP0084
 CP0084  NGVD 29 (??/??/92)   76.339  (m)          250.46   (f) ADJ UNCH    2 0
 CP0084
 CP0084.Superseded values are not recommended for survey control.
 CP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0084.See file dsdata.txt to determine how the superseded data were derived.
 CP0084
 CP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS523039(NAD 83)
 CP0084_MARKER: DD = SURVEY DISK
 CP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0084_SP_SET: SQUARE CONCRETE MONUMENT
 CP0084_STAMPING: BM 49-18 1960
 CP0084_MARK LOGO: MSHD  
 CP0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0084+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1988
 CP0084
 CP0084  HISTORY     - Date     Condition        Report By
 CP0084  HISTORY     - 1965     MONUMENTED       MSHD
 CP0084  HISTORY     - 1965     GOOD             MSHD
 CP0084  HISTORY     - 19881025 GOOD             MSHD
 CP0084  HISTORY     - 20081129 MARK NOT FOUND   MSSU
 CP0084
 CP0084                          STATION DESCRIPTION
 CP0084
 CP0084'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0084'IN FLORA.
 CP0084'LOCATED IN FLORA ON U.S. HIGHWAY 49 RIGHT-OF-WAY.  TO REACH FROM
 CP0084'ILLINOIS CENTRAL RAILROAD DEPOT IN FLORA, GO WEST ON STATE HIGHWAY 22
 CP0084'FOR 0.2 MILE TO JUNCTION OF U.S. HIGHWAY 49.  TURN RIGHT AND GO
 CP0084'NORTHWEST ON HIGHWAY 49 FOR 0.2 MILE TO PURE OIL SERVICE STATION ON
 CP0084'LEFT AND MARK ON RIGHT.  THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT
 CP0084'DIVISION DISK STAMPED BM 49V-18 1960, SET IN A 7 INCH SQUARE CONCRETE
 CP0084'POST, FLUSH WITH THE GROUND.  IT IS 47 FEET SOUTH OF THE APPROXIMATE
 CP0084'CENTER OF WEST CENTER STREET, 35.2 FEET EAST OF THE CENTERLINE OF
 CP0084'HIGHWAY 49, 30.2 FEET SOUTHEAST OF A POWER POLE, 12.7 FEET SOUTH OF A
 CP0084'13 INCH PECAN TREE AND 12.2 FEET NORTH OF AN INCH PECAN TREE.
 CP0084
 CP0084                          STATION RECOVERY (1988)
 CP0084
 CP0084'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0084'TO REACH FROM THE POST OFFICE IN FLORA GO WEST ON STATE HIGHWAY 22 FOR
 CP0084'0.16 KM (0.10 MI) TO THE INTERSECTION OF NORTH FIRST STREET (OLD
 CP0084'HIGHWAY 49), TURN RIGHT AND GO NORTH ON NORTH FIRST STREET FOR 0.32 KM
 CP0084'(0.20 MI) TO THE INTERSECTION OF WEST CENTER STREET AND THE MARK ON
 CP0084'THE RIGHT.
 CP0084'IT IS 26.21 M (86.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BATH
 CP0084'HOUSE, 14.02 M (46.0 FT) SOUTH OF THE CENTER OF CENTER STREET, 10.82 M
 CP0084'(35.5 FT) EAST OF THE CENTER OF FIRST STREET, 9.14 M (30.0 FT)
 CP0084'SOUTHEAST OF A UTILITY POLE, 3.66 M (12.0 FT) NORTH OF A 30 INCH
 CP0084'PECAN, 0.91 M (3.0 FT) EAST OF A METAL WITNESS POST IN A CYCLONE FENCE
 CP0084'LINE AND IS 0.03 M (0.1 FT) BELOW THE GROUND.
 CP0084
 CP0084                          STATION RECOVERY (2008)
 CP0084
 CP0084'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (ACH)
 CP0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3323 ***********************************************************************
 BH3323  DESIGNATION -  49 V 180
 BH3323  PID         -  BH3323
 BH3323  STATE/COUNTY-  MS/STONE
 BH3323  USGS QUAD   -  MC HENRY (1982)
 BH3323
 BH3323                         *CURRENT SURVEY CONTROL
 BH3323  ___________________________________________________________________
 BH3323* NAD 83(1986)-  30 41 13.     (N)    089 08 04.     (W)     SCALED    
 BH3323* NAVD 88     -        44.096  (meters)     144.67   (feet)  ADJUSTED  
 BH3323  ___________________________________________________________________
 BH3323  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3323  DYNAMIC HT  -          44.038 (meters)     144.48  (feet)  COMP
 BH3323  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 BH3323
 BH3323  VERT ORDER  -  SECOND    CLASS II
 BH3323
 BH3323.The horizontal coordinates were scaled from a topographic map and have
 BH3323.an estimated accuracy of +/- 6 seconds.
 BH3323
 BH3323.The orthometric height was determined by differential leveling
 BH3323.and adjusted in May 1996.
 BH3323
 BH3323.The geoid height was determined by GEOID03.
 BH3323
 BH3323.The dynamic height is computed by dividing the NAVD 88
 BH3323.geopotential number by the normal gravity value computed on the
 BH3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3323.degrees latitude (g = 980.6199 gals.).
 BH3323
 BH3323.The modeled gravity was interpolated from observed gravity values.
 BH3323
 BH3323;                    North         East    Units  Estimated Accuracy
 BH3323;SPC MS E     -   131,610.      271,150.      MT  (+/- 180 meters Scaled)
 BH3323
 BH3323                          SUPERSEDED SURVEY CONTROL
 BH3323
 BH3323.No superseded survey control is available for this station.
 BH3323
 BH3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU955968(NAD 83)
 BH3323_MARKER: DD = SURVEY DISK
 BH3323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3323_SP_SET: BOX CULVERT
 BH3323_STAMPING: BM 49 V 180 1988
 BH3323_MARK LOGO: MSHD  
 BH3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3323+STABILITY: SURFACE MOTION
 BH3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3323+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3323
 BH3323  HISTORY     - Date     Condition        Report By
 BH3323  HISTORY     - 1988     MONUMENTED       MSHD
 BH3323
 BH3323                          STATION DESCRIPTION
 BH3323
 BH3323'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3323'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF SAUCIER, IN A CULVERT
 BH3323'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.5 MI (10.5 KM)
 BH3323'SOUTH OF PERKINSTON, 0.55 MI (0.89 KM) NORTH OF THE HARRISON COUNTY
 BH3323'LINE AND IS IN SECTION 19, T 4S, R 11W.  TO REACH FROM THE JUNCTION
 BH3323'OF U.S. HIGHWAY 49 AND STATE HIGHWAY 67, AT THE EAST EDGE OF
 BH3323'SAUCIER, GO NORTH ON U.S. HIGHWAY 49 FOR 3.35 MI (5.39 KM) TO A
 BH3323'CROSSROAD, CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 0.4 MI (0.6 KM) TO
 BH3323'THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BH3323'DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A 7 X 5 FOOT
 BH3323'CONCRETE BOX CULVERT, 131 FT (39.9 M) NORTH OF THE PROJECTED CENTER
 BH3323'OF A CROSSOVER, 33.5 FT (10.2 M) EAST OF THE CENTER OF THE NORTH
 BH3323'BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL
 BH3323'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3324 ***********************************************************************
 BH3324  DESIGNATION -  49 V 181
 BH3324  PID         -  BH3324
 BH3324  STATE/COUNTY-  MS/STONE
 BH3324  USGS QUAD   -  MC HENRY (1982)
 BH3324
 BH3324                         *CURRENT SURVEY CONTROL
 BH3324  ___________________________________________________________________
 BH3324* NAD 83(1986)-  30 41 54.     (N)    089 08 06.     (W)     SCALED    
 BH3324* NAVD 88     -        63.609  (meters)     208.69   (feet)  ADJUSTED  
 BH3324  ___________________________________________________________________
 BH3324  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3324  DYNAMIC HT  -          63.524 (meters)     208.41  (feet)  COMP
 BH3324  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 BH3324
 BH3324  VERT ORDER  -  SECOND    CLASS II
 BH3324
 BH3324.The horizontal coordinates were scaled from a topographic map and have
 BH3324.an estimated accuracy of +/- 6 seconds.
 BH3324
 BH3324.The orthometric height was determined by differential leveling
 BH3324.and adjusted in May 1996.
 BH3324
 BH3324.The geoid height was determined by GEOID03.
 BH3324
 BH3324.The dynamic height is computed by dividing the NAVD 88
 BH3324.geopotential number by the normal gravity value computed on the
 BH3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3324.degrees latitude (g = 980.6199 gals.).
 BH3324
 BH3324.The modeled gravity was interpolated from observed gravity values.
 BH3324
 BH3324;                    North         East    Units  Estimated Accuracy
 BH3324;SPC MS E     -   132,870.      271,100.      MT  (+/- 180 meters Scaled)
 BH3324
 BH3324                          SUPERSEDED SURVEY CONTROL
 BH3324
 BH3324.No superseded survey control is available for this station.
 BH3324
 BH3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU955981(NAD 83)
 BH3324_MARKER: DD = SURVEY DISK
 BH3324_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3324_SP_SET: BOX CULVERT
 BH3324_STAMPING: BM 49 V 181 1988
 BH3324_MARK LOGO: MSHD  
 BH3324_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3324+STABILITY: SURFACE MOTION
 BH3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3324+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3324
 BH3324  HISTORY     - Date     Condition        Report By
 BH3324  HISTORY     - 1988     MONUMENTED       MSHD
 BH3324
 BH3324                          STATION DESCRIPTION
 BH3324
 BH3324'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3324'MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTH OF SAUCIER, IN A CULVERT
 BH3324'UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 5.7 MI (9.2 KM) SOUTH
 BH3324'OF PERKINSTON.  0.65 MI (1.05 KM) SOUTH OF A CROSSROAD, 0.1 MI (0.2
 BH3324'KM) NORTH OF THE NATIONAL FOREST RANGER STATION AND IS IN SECTION 18,
 BH3324'T 4S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH3324'STATE HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO NORTH ON U.S.
 BH3324'HIGHWAY 49 FOR 4.7 MI (7.6 KM) TO THE MARK ON THE LEFT.  MARK IS A
 BH3324'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH END OF THE
 BH3324'WEST HEADWALL OF A 4 X 2 FOOT CONCRETE BOX CULVERT, 39.5 FT (12.0 M)
 BH3324'WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BH3324'10 FT (3.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3325 ***********************************************************************
 BH3325  DESIGNATION -  49 V 182
 BH3325  PID         -  BH3325
 BH3325  STATE/COUNTY-  MS/STONE
 BH3325  USGS QUAD   -  MC HENRY (1982)
 BH3325
 BH3325                         *CURRENT SURVEY CONTROL
 BH3325  ___________________________________________________________________
 BH3325* NAD 83(1986)-  30 42 36.     (N)    089 08 06.     (W)     SCALED    
 BH3325* NAVD 88     -        57.888  (meters)     189.92   (feet)  ADJUSTED  
 BH3325  ___________________________________________________________________
 BH3325  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH3325  DYNAMIC HT  -          57.811 (meters)     189.67  (feet)  COMP
 BH3325  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BH3325
 BH3325  VERT ORDER  -  SECOND    CLASS II
 BH3325
 BH3325.The horizontal coordinates were scaled from a topographic map and have
 BH3325.an estimated accuracy of +/- 6 seconds.
 BH3325
 BH3325.The orthometric height was determined by differential leveling
 BH3325.and adjusted in May 1996.
 BH3325
 BH3325.The geoid height was determined by GEOID03.
 BH3325
 BH3325.The dynamic height is computed by dividing the NAVD 88
 BH3325.geopotential number by the normal gravity value computed on the
 BH3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3325.degrees latitude (g = 980.6199 gals.).
 BH3325
 BH3325.The modeled gravity was interpolated from observed gravity values.
 BH3325
 BH3325;                    North         East    Units  Estimated Accuracy
 BH3325;SPC MS E     -   134,170.      271,100.      MT  (+/- 180 meters Scaled)
 BH3325
 BH3325                          SUPERSEDED SURVEY CONTROL
 BH3325
 BH3325.No superseded survey control is available for this station.
 BH3325
 BH3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU955994(NAD 83)
 BH3325_MARKER: DD = SURVEY DISK
 BH3325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3325_SP_SET: PIPE CULVERT
 BH3325_STAMPING: BM 49 V 182 1988
 BH3325_MARK LOGO: MSHD  
 BH3325_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3325+STABILITY: SURFACE MOTION
 BH3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3325+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3325
 BH3325  HISTORY     - Date     Condition        Report By
 BH3325  HISTORY     - 1988     MONUMENTED       MSHD
 BH3325
 BH3325                          STATION DESCRIPTION
 BH3325
 BH3325'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3325'MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH OF SAUCIER, IN A CULVERT
 BH3325'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5 MI (8.0 KM) SOUTH
 BH3325'OF PERKINSTON, 10.3 MI (16.6 KM) SOUTH OF WIGGENS AND IS IN SECTION
 BH3325'7, T 4S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH3325'STATE HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO NORTH ON U.S.
 BH3325'HIGHWAY 49 FOR 5.2 MI (8.4 KM) TO A CROSSROAD, CONTINUE NORTH ON U.S.
 BH3325'HIGHWAY 49 FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT JUST BEFORE
 BH3325'REACHING A PRIVATE ROAD ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK
 BH3325'DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A
 BH3325'42 INCH ROUND CONCRETE PIPE CULVERT, 42 FT (12.8 M) NORTH OF THE
 BH3325'CENTER OF A PRIVATE ROAD, 36 FT (11.0 M) EAST OF THE CENTER OF THE
 BH3325'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5.5 FT (1.7 M) BELOW THE
 BH3325'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3326 ***********************************************************************
 BH3326  DESIGNATION -  49 V 183
 BH3326  PID         -  BH3326
 BH3326  STATE/COUNTY-  MS/STONE
 BH3326  USGS QUAD   -  MC HENRY (1982)
 BH3326
 BH3326                         *CURRENT SURVEY CONTROL
 BH3326  ___________________________________________________________________
 BH3326* NAD 83(1986)-  30 43 17.     (N)    089 08 06.     (W)     SCALED    
 BH3326* NAVD 88     -        60.149  (meters)     197.34   (feet)  ADJUSTED  
 BH3326  ___________________________________________________________________
 BH3326  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH3326  DYNAMIC HT  -          60.069 (meters)     197.08  (feet)  COMP
 BH3326  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BH3326
 BH3326  VERT ORDER  -  SECOND    CLASS II
 BH3326
 BH3326.The horizontal coordinates were scaled from a topographic map and have
 BH3326.an estimated accuracy of +/- 6 seconds.
 BH3326
 BH3326.The orthometric height was determined by differential leveling
 BH3326.and adjusted in May 1996.
 BH3326
 BH3326.The geoid height was determined by GEOID03.
 BH3326
 BH3326.The dynamic height is computed by dividing the NAVD 88
 BH3326.geopotential number by the normal gravity value computed on the
 BH3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3326.degrees latitude (g = 980.6199 gals.).
 BH3326
 BH3326.The modeled gravity was interpolated from observed gravity values.
 BH3326
 BH3326;                    North         East    Units  Estimated Accuracy
 BH3326;SPC MS E     -   135,430.      271,110.      MT  (+/- 180 meters Scaled)
 BH3326
 BH3326                          SUPERSEDED SURVEY CONTROL
 BH3326
 BH3326.No superseded survey control is available for this station.
 BH3326
 BH3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV955006(NAD 83)
 BH3326_MARKER: DD = SURVEY DISK
 BH3326_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3326_SP_SET: BOX CULVERT
 BH3326_STAMPING: BM 49 V 183 1988
 BH3326_MARK LOGO: MSHD  
 BH3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3326+STABILITY: SURFACE MOTION
 BH3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3326+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3326
 BH3326  HISTORY     - Date     Condition        Report By
 BH3326  HISTORY     - 1988     MONUMENTED       MSHD
 BH3326
 BH3326                          STATION DESCRIPTION
 BH3326
 BH3326'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3326'MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH OF PERKINSTON, IN A CULVERT
 BH3326'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6 MI (9.7 KM) NORTH
 BH3326'OF SAUCIER, 9.3 MI (15.0 KM) SOUTH IN WIGGINS AND IS IN SECTION 7, T
 BH3326'4S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BH3326'HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO NORTH ON U.S. HIGHWAY 49
 BH3326'FOR 6.3 MI (10.1 KM) TO A SIDE ROAD LEFT, CONTINUE NORTH ON U.S.
 BH3326'HIGHWAY 49 FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT.  MARK IS A
 BH3326'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE
 BH3326'WEST HEADWALL OF A 9 X 6 CONCRETE BOX CULVERT, 35 FT (10.7 M) WEST OF
 BH3326'THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT
 BH3326'(2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3327 ***********************************************************************
 BH3327  DESIGNATION -  49 V 184
 BH3327  PID         -  BH3327
 BH3327  STATE/COUNTY-  MS/STONE
 BH3327  USGS QUAD   -  MC HENRY (1982)
 BH3327
 BH3327                         *CURRENT SURVEY CONTROL
 BH3327  ___________________________________________________________________
 BH3327* NAD 83(1986)-  30 44 17.     (N)    089 08 06.     (W)     SCALED    
 BH3327* NAVD 88     -        72.108  (meters)     236.57   (feet)  ADJUSTED  
 BH3327  ___________________________________________________________________
 BH3327  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH3327  DYNAMIC HT  -          72.013 (meters)     236.26  (feet)  COMP
 BH3327  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BH3327
 BH3327  VERT ORDER  -  SECOND    CLASS II
 BH3327
 BH3327.The horizontal coordinates were scaled from a topographic map and have
 BH3327.an estimated accuracy of +/- 6 seconds.
 BH3327
 BH3327.The orthometric height was determined by differential leveling
 BH3327.and adjusted in May 1996.
 BH3327
 BH3327.The geoid height was determined by GEOID03.
 BH3327
 BH3327.The dynamic height is computed by dividing the NAVD 88
 BH3327.geopotential number by the normal gravity value computed on the
 BH3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3327.degrees latitude (g = 980.6199 gals.).
 BH3327
 BH3327.The modeled gravity was interpolated from observed gravity values.
 BH3327
 BH3327;                    North         East    Units  Estimated Accuracy
 BH3327;SPC MS E     -   137,280.      271,110.      MT  (+/- 180 meters Scaled)
 BH3327
 BH3327                          SUPERSEDED SURVEY CONTROL
 BH3327
 BH3327.No superseded survey control is available for this station.
 BH3327
 BH3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV956025(NAD 83)
 BH3327_MARKER: DD = SURVEY DISK
 BH3327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3327_SP_SET: PIPE CULVERT
 BH3327_STAMPING: BM 49 V 184 1988
 BH3327_MARK LOGO: MSHD  
 BH3327_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3327+STABILITY: SURFACE MOTION
 BH3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3327+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3327
 BH3327  HISTORY     - Date     Condition        Report By
 BH3327  HISTORY     - 1988     MONUMENTED       MSHD
 BH3327
 BH3327                          STATION DESCRIPTION
 BH3327
 BH3327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3327'MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF PERKINSTON, IN A CULVERT
 BH3327'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 7.2 MI (11.6 KM)
 BH3327'NORTH OF SAUCIER, 8.2 MI (13.2 KM) SOUTH OF WIGGINS AND IS IN SECTION
 BH3327'31, T 3S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH3327'STATE HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO NORTH ON U.S.
 BH3327'HIGHWAY 49 FOR 7.3 MI (11.7 KM) TO A OLD WIRE ROAD ON THE RIGHT,
 BH3327'CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE MARK
 BH3327'ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE
 BH3327'IN THE NORTH END OF THE EAST HEADWALL OF A 36 INCH ROUND CONCRETE
 BH3327'PIPE CULVERT, 34.5 FT (10.5 M) EAST OF THE CENTER OF THE NORTH BOUND
 BH3327'LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE
 BH3327'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3328 ***********************************************************************
 BH3328  DESIGNATION -  49 V 185
 BH3328  PID         -  BH3328
 BH3328  STATE/COUNTY-  MS/STONE
 BH3328  USGS QUAD   -  WIGGINS (1983)
 BH3328
 BH3328                         *CURRENT SURVEY CONTROL
 BH3328  ___________________________________________________________________
 BH3328* NAD 83(1986)-  30 45 04.     (N)    089 08 11.     (W)     SCALED    
 BH3328* NAVD 88     -        55.867  (meters)     183.29   (feet)  ADJUSTED  
 BH3328  ___________________________________________________________________
 BH3328  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH3328  DYNAMIC HT  -          55.793 (meters)     183.05  (feet)  COMP
 BH3328  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH3328
 BH3328  VERT ORDER  -  SECOND    CLASS II
 BH3328
 BH3328.The horizontal coordinates were scaled from a topographic map and have
 BH3328.an estimated accuracy of +/- 6 seconds.
 BH3328
 BH3328.The orthometric height was determined by differential leveling
 BH3328.and adjusted in May 1996.
 BH3328
 BH3328.The geoid height was determined by GEOID03.
 BH3328
 BH3328.The dynamic height is computed by dividing the NAVD 88
 BH3328.geopotential number by the normal gravity value computed on the
 BH3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3328.degrees latitude (g = 980.6199 gals.).
 BH3328
 BH3328.The modeled gravity was interpolated from observed gravity values.
 BH3328
 BH3328;                    North         East    Units  Estimated Accuracy
 BH3328;SPC MS E     -   138,720.      270,980.      MT  (+/- 180 meters Scaled)
 BH3328
 BH3328                          SUPERSEDED SURVEY CONTROL
 BH3328
 BH3328.No superseded survey control is available for this station.
 BH3328
 BH3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV954039(NAD 83)
 BH3328_MARKER: DD = SURVEY DISK
 BH3328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3328_SP_SET: PIPE CULVERT
 BH3328_STAMPING: BM 49 V 185 1988
 BH3328_MARK LOGO: MSHD  
 BH3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3328+STABILITY: SURFACE MOTION
 BH3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3328+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3328
 BH3328  HISTORY     - Date     Condition        Report By
 BH3328  HISTORY     - 1988     MONUMENTED       MSHD
 BH3328
 BH3328                          STATION DESCRIPTION
 BH3328
 BH3328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3328'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF PERKINSTON, IN A CULVERT
 BH3328'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 7.3 MI (11.7 KM)
 BH3328'SOUTH OF WIGGINS, 8.3 MI (13.4 KM) NORTH OF SAUCIER AND IS IN SECTION
 BH3328'30, T 3S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH3328'STATE HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO NORTH ON U.S.
 BH3328'HIGHWAY 49 FOR 7.3 MI (11.7 KM) TO OLD WIRE ROAD ON THE RIGHT,
 BH3328'CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 1.15 MI (1.85 KM) TO THE MARK
 BH3328'ON THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE U.S. HIGHWAY 49
 BH3328'BRIDGE OVER STATE HIGHWAY 26, AT THE WEST EDGE OF WIGGINS, BY GOING
 BH3328'SOUTHEAST ON U.S. HIGHWAY 49 FOR 6.8 MI (10.9 KM) TO A CROSSROAD,
 BH3328'CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 0.7 MI (1.1 KM) TO THE MARK ON
 BH3328'THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BH3328'THE NORTH END OF THE EAST HEADWALL OF A 24 INCH ROUND CONCRETE PIPE
 BH3328'CULVERT, 29.5 FT (9.0 M) EAST OF THE CENTER OF THE NORTH BOUND LANE
 BH3328'OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE
 BH3328'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3329 ***********************************************************************
 BH3329  DESIGNATION -  49 V 186
 BH3329  PID         -  BH3329
 BH3329  STATE/COUNTY-  MS/STONE
 BH3329  USGS QUAD   -  WIGGINS (1983)
 BH3329
 BH3329                         *CURRENT SURVEY CONTROL
 BH3329  ___________________________________________________________________
 BH3329* NAD 83(1986)-  30 45 57.     (N)    089 08 11.     (W)     SCALED    
 BH3329* NAVD 88     -        49.633  (meters)     162.84   (feet)  ADJUSTED  
 BH3329  ___________________________________________________________________
 BH3329  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH3329  DYNAMIC HT  -          49.568 (meters)     162.62  (feet)  COMP
 BH3329  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BH3329
 BH3329  VERT ORDER  -  SECOND    CLASS II
 BH3329
 BH3329.The horizontal coordinates were scaled from a topographic map and have
 BH3329.an estimated accuracy of +/- 6 seconds.
 BH3329
 BH3329.The orthometric height was determined by differential leveling
 BH3329.and adjusted in May 1996.
 BH3329
 BH3329.The geoid height was determined by GEOID03.
 BH3329
 BH3329.The dynamic height is computed by dividing the NAVD 88
 BH3329.geopotential number by the normal gravity value computed on the
 BH3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3329.degrees latitude (g = 980.6199 gals.).
 BH3329
 BH3329.The modeled gravity was interpolated from observed gravity values.
 BH3329
 BH3329;                    North         East    Units  Estimated Accuracy
 BH3329;SPC MS E     -   140,360.      270,990.      MT  (+/- 180 meters Scaled)
 BH3329
 BH3329                          SUPERSEDED SURVEY CONTROL
 BH3329
 BH3329.No superseded survey control is available for this station.
 BH3329
 BH3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV955056(NAD 83)
 BH3329_MARKER: DD = SURVEY DISK
 BH3329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3329_SP_SET: PIPE CULVERT
 BH3329_STAMPING: BM 49 V 186 1988
 BH3329_MARK LOGO: MSHD  
 BH3329_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3329+STABILITY: SURFACE MOTION
 BH3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3329+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3329
 BH3329  HISTORY     - Date     Condition        Report By
 BH3329  HISTORY     - 1988     MONUMENTED       MSHD
 BH3329
 BH3329                          STATION DESCRIPTION
 BH3329
 BH3329'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3329'MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF WIGGINS, IN A CULVERT
 BH3329'UNDER THE NORTH BOUND LANE OF U.S HIGHWAY 49, 9.1 MI (14.6 KM) NORTH
 BH3329'OF SAUCIER, 1 MI (1.6 KM) SOUTH OF PERKINSTON AND IS IN SECTION 19, T
 BH3329'3S, R 11W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 BH3329'HIGHWAY 26, AT THE WEST EDGE OF WIGGINS, GO SOUTHEAST ON U.S HIGHWAY
 BH3329'49 FOR 5.55 MI (8.93 KM) TO THE RAILROAD OVERPASS AT PERKINSTON,
 BH3329'CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 0.95 MI (1.53 KM) TO THE MARK
 BH3329'ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE
 BH3329'IN THE SOUTH END OF THE WEST HEADWALL OF A 36 INCH ROUND CONCRETE
 BH3329'PIPE CULVERT, 34.5 FT (10.5 M) WEST OF THE CENTER OF THE NORTH BOUND
 BH3329'LANE OF HIGHWAY 49 AND IS ABOUT 8 FT (2.4 M) BELOW THE LEVEL OF THE
 BH3329'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3330 ***********************************************************************
 BH3330  DESIGNATION -  49 V 187
 BH3330  PID         -  BH3330
 BH3330  STATE/COUNTY-  MS/STONE
 BH3330  USGS QUAD   -  WIGGINS (1983)
 BH3330
 BH3330                         *CURRENT SURVEY CONTROL
 BH3330  ___________________________________________________________________
 BH3330* NAD 83(1986)-  30 46 46.     (N)    089 08 11.     (W)     SCALED    
 BH3330* NAVD 88     -        37.925  (meters)     124.43   (feet)  ADJUSTED  
 BH3330  ___________________________________________________________________
 BH3330  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH3330  DYNAMIC HT  -          37.875 (meters)     124.26  (feet)  COMP
 BH3330  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 BH3330
 BH3330  VERT ORDER  -  SECOND    CLASS II
 BH3330
 BH3330.The horizontal coordinates were scaled from a topographic map and have
 BH3330.an estimated accuracy of +/- 6 seconds.
 BH3330
 BH3330.The orthometric height was determined by differential leveling
 BH3330.and adjusted in May 1996.
 BH3330
 BH3330.The geoid height was determined by GEOID03.
 BH3330
 BH3330.The dynamic height is computed by dividing the NAVD 88
 BH3330.geopotential number by the normal gravity value computed on the
 BH3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3330.degrees latitude (g = 980.6199 gals.).
 BH3330
 BH3330.The modeled gravity was interpolated from observed gravity values.
 BH3330
 BH3330;                    North         East    Units  Estimated Accuracy
 BH3330;SPC MS E     -   141,870.      270,990.      MT  (+/- 180 meters Scaled)
 BH3330
 BH3330                          SUPERSEDED SURVEY CONTROL
 BH3330
 BH3330.No superseded survey control is available for this station.
 BH3330
 BH3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV955071(NAD 83)
 BH3330_MARKER: DD = SURVEY DISK
 BH3330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3330_SP_SET: BRIDGE ABUTMENT
 BH3330_STAMPING: BM 49 V 187 1988
 BH3330_MARK LOGO: MSHD  
 BH3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3330+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3330
 BH3330  HISTORY     - Date     Condition        Report By
 BH3330  HISTORY     - 1988     MONUMENTED       MSHD
 BH3330
 BH3330                          STATION DESCRIPTION
 BH3330
 BH3330'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3330'MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF WIGGINS, IN THE U.S.
 BH3330'HIGHWAY 49 NORTH BOUND BRIDGE OVER A CREEK, 0.3 MI (0.5 KM) SOUTH OF
 BH3330'THE CENTER OF THE RAILROAD OVERPASS AT PERKINSTON, 10 MI (16.1 KM)
 BH3330'NORTH OF SAUCIER AND IS IN SECTION 18, T 3S, R 11W.  TO REACH FROM
 BH3330'THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE WEST EDGE
 BH3330'OF WIGGINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.55 MI (8.93 KM) TO
 BH3330'THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BH3330'DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT OF THE OVERPASS, 26
 BH3330'FT (7.9 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49
 BH3330'AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3331 ***********************************************************************
 BH3331  DESIGNATION -  49 V 188
 BH3331  PID         -  BH3331
 BH3331  STATE/COUNTY-  MS/STONE
 BH3331  USGS QUAD   -  WIGGINS (1983)
 BH3331
 BH3331                         *CURRENT SURVEY CONTROL
 BH3331  ___________________________________________________________________
 BH3331* NAD 83(1986)-  30 47 33.     (N)    089 08 11.     (W)     SCALED    
 BH3331* NAVD 88     -        37.524  (meters)     123.11   (feet)  ADJUSTED  
 BH3331  ___________________________________________________________________
 BH3331  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH3331  DYNAMIC HT  -          37.475 (meters)     122.95  (feet)  COMP
 BH3331  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 BH3331
 BH3331  VERT ORDER  -  SECOND    CLASS II
 BH3331
 BH3331.The horizontal coordinates were scaled from a topographic map and have
 BH3331.an estimated accuracy of +/- 6 seconds.
 BH3331
 BH3331.The orthometric height was determined by differential leveling
 BH3331.and adjusted in May 1996.
 BH3331
 BH3331.The geoid height was determined by GEOID03.
 BH3331
 BH3331.The dynamic height is computed by dividing the NAVD 88
 BH3331.geopotential number by the normal gravity value computed on the
 BH3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3331.degrees latitude (g = 980.6199 gals.).
 BH3331
 BH3331.The modeled gravity was interpolated from observed gravity values.
 BH3331
 BH3331;                    North         East    Units  Estimated Accuracy
 BH3331;SPC MS E     -   143,310.      271,000.      MT  (+/- 180 meters Scaled)
 BH3331
 BH3331                          SUPERSEDED SURVEY CONTROL
 BH3331
 BH3331.No superseded survey control is available for this station.
 BH3331
 BH3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV955085(NAD 83)
 BH3331_MARKER: DD = SURVEY DISK
 BH3331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3331_SP_SET: BRIDGE ABUTMENT
 BH3331_STAMPING: BM 49V 188 1988
 BH3331_MARK LOGO: MSHD  
 BH3331_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3331+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3331
 BH3331  HISTORY     - Date     Condition        Report By
 BH3331  HISTORY     - 1988     MONUMENTED       MSHD
 BH3331
 BH3331                          STATION DESCRIPTION
 BH3331
 BH3331'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3331'MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF WIGGINS, IN THE U.S.
 BH3331'HIGHWAY 49 NORTH BOUND BRIDGE OVER RED CREEK, 0.8 MI (1.3 KM)
 BH3331'NORTHEAST OF PERKINSTON, 0.9 MI (1.4 KM) NORTH OF THE RAILROAD
 BH3331'OVERPASS AND IS IN THE SOUTHWEST CORNER OF SECTION 7, T 3S, R 11W.
 BH3331'TO REACH THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE
 BH3331'WEST EDGE OF WIGGINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 4.6 MI
 BH3331'(7.4 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK
 BH3331'SET IN A DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT OF THE
 BH3331'CONCRETE BRIDGE, 30 FT (9.1 M) EAST OF THE CENTER OF THE NORTH BOUND
 BH3331'LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE
 BH3331'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3332 ***********************************************************************
 BH3332  DESIGNATION -  49 V 189
 BH3332  PID         -  BH3332
 BH3332  STATE/COUNTY-  MS/STONE
 BH3332  USGS QUAD   -  WIGGINS (1983)
 BH3332
 BH3332                         *CURRENT SURVEY CONTROL
 BH3332  ___________________________________________________________________
 BH3332* NAD 83(1986)-  30 48 27.     (N)    089 08 11.     (W)     SCALED    
 BH3332* NAVD 88     -        40.434  (meters)     132.66   (feet)  ADJUSTED  
 BH3332  ___________________________________________________________________
 BH3332  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3332  DYNAMIC HT  -          40.381 (meters)     132.48  (feet)  COMP
 BH3332  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BH3332
 BH3332  VERT ORDER  -  SECOND    CLASS II
 BH3332
 BH3332.The horizontal coordinates were scaled from a topographic map and have
 BH3332.an estimated accuracy of +/- 6 seconds.
 BH3332
 BH3332.The orthometric height was determined by differential leveling
 BH3332.and adjusted in May 1996.
 BH3332
 BH3332.The geoid height was determined by GEOID03.
 BH3332
 BH3332.The dynamic height is computed by dividing the NAVD 88
 BH3332.geopotential number by the normal gravity value computed on the
 BH3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3332.degrees latitude (g = 980.6199 gals.).
 BH3332
 BH3332.The modeled gravity was interpolated from observed gravity values.
 BH3332
 BH3332;                    North         East    Units  Estimated Accuracy
 BH3332;SPC MS E     -   144,980.      271,000.      MT  (+/- 180 meters Scaled)
 BH3332
 BH3332                          SUPERSEDED SURVEY CONTROL
 BH3332
 BH3332.No superseded survey control is available for this station.
 BH3332
 BH3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV956102(NAD 83)
 BH3332_MARKER: DD = SURVEY DISK
 BH3332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3332_SP_SET: DOUBLE BOX CULVERT
 BH3332_STAMPING: BM 49 V 189 1988
 BH3332_MARK LOGO: MSHD  
 BH3332_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3332+STABILITY: SURFACE MOTION
 BH3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3332+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3332
 BH3332  HISTORY     - Date     Condition        Report By
 BH3332  HISTORY     - 1988     MONUMENTED       MSHD
 BH3332
 BH3332                          STATION DESCRIPTION
 BH3332
 BH3332'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3332'MARK IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH OF WIGGINS, IN A CULVERT
 BH3332'UNDER INDIA ROAD, 1.9 MI (3.1 KM) NORTH OF THE OVERPASS AT PERKINSTON
 BH3332'AND IS IN SECTION 7, T 3S, R 11W.  TO REACH FROM THE U.S. HIGHWAY 49
 BH3332'BRIDGE OVER STATE HIGHWAY 26, AT THE WEST EDGE OF WIGGINS, GO
 BH3332'SOUTHEAST ON U.S. HIGHWAY 49 FOR 3.5 MI (5.6 KM) TO A SIDE ROAD AND
 BH3332'THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BH3332'DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A 40 INCH DOUBLE
 BH3332'CONCRETE PIPE CULVERT, 117.5 FT (35.8 M) EAST OF THE CENTER OF THE
 BH3332'NORTH BOUND LANE OF HIGHWAY 49, 19 FT (5.8 M) SOUTH OF THE CENTER OF
 BH3332'INDIA ROAD AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0085 ***********************************************************************
 CP0085  DESIGNATION -  49 V 19
 CP0085  PID         -  CP0085
 CP0085  STATE/COUNTY-  MS/MADISON
 CP0085  USGS QUAD   -  FLORA (1988)
 CP0085
 CP0085                         *CURRENT SURVEY CONTROL
 CP0085  ___________________________________________________________________
 CP0085* NAD 83(1986)-  32 33 34.     (N)    090 19 10.     (W)     SCALED    
 CP0085* NAVD 88     -        72.421  (meters)     237.60   (feet)  ADJUSTED  
 CP0085  ___________________________________________________________________
 CP0085  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CP0085  DYNAMIC HT  -          72.339 (meters)     237.33  (feet)  COMP
 CP0085  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CP0085
 CP0085  VERT ORDER  -  SECOND    CLASS 0
 CP0085
 CP0085.The horizontal coordinates were scaled from a topographic map and have
 CP0085.an estimated accuracy of +/- 6 seconds.
 CP0085
 CP0085.The orthometric height was determined by differential leveling
 CP0085.and adjusted in June 1991.
 CP0085
 CP0085.The geoid height was determined by GEOID03.
 CP0085
 CP0085.The dynamic height is computed by dividing the NAVD 88
 CP0085.geopotential number by the normal gravity value computed on the
 CP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0085.degrees latitude (g = 980.6199 gals.).
 CP0085
 CP0085.The modeled gravity was interpolated from observed gravity values.
 CP0085
 CP0085;                    North         East    Units  Estimated Accuracy
 CP0085;SPC MS W     -   339,180.      701,300.      MT  (+/- 180 meters Scaled)
 CP0085
 CP0085                          SUPERSEDED SURVEY CONTROL
 CP0085
 CP0085  NGVD 29 (??/??/92)   72.500  (m)          237.86   (f) ADJ UNCH    2 0
 CP0085
 CP0085.Superseded values are not recommended for survey control.
 CP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0085.See file dsdata.txt to determine how the superseded data were derived.
 CP0085
 CP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS516056(NAD 83)
 CP0085_MARKER: DD = SURVEY DISK
 CP0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0085_SP_SET: SQUARE CONCRETE MONUMENT
 CP0085_STAMPING: BM 49-V19 1960
 CP0085_MARK LOGO: MSHD  
 CP0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0085+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1988
 CP0085
 CP0085  HISTORY     - Date     Condition        Report By
 CP0085  HISTORY     - 1960     MONUMENTED       MSHD
 CP0085  HISTORY     - 1965     GOOD             MSHD
 CP0085  HISTORY     - 19881025 SEE DESCRIPTION  MSHD
 CP0085
 CP0085                          STATION DESCRIPTION
 CP0085
 CP0085'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0085'1.05 MI NW FROM FLORA.
 CP0085'LOCATED 1.05 MILES NORTHWEST OF FLORA ON U.S. HIGHWAY 49 RIGHT-OF-WAY.
 CP0085'TO REACH FROM ILLINOIS CENTRAL RAILROAD DEPOT IN FLORA, GO WEST ON
 CP0085'HIGHWAY 22 FOR 0.2 MILE TO JUNCTION U.S. HIGHWAY 49. TURN RIGHT,
 CP0085'NORTH, ON HIGHWAY 49 AND CONTINUE NORTHWEST FOR 1.05 MILES TO
 CP0085'BILLBOARD AND MARK ON RIGHT.  THE MARK IS A STANDARD PHOTRONICS
 CP0085'DEVELOPMENT DIVISION DISK STAMPED BM 49V-19 1960, SET IN A 9 INCH
 CP0085'SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 110 FEET SOUTH OF
 CP0085'THE APPROXIMATE CENTER OF DRIVEWAY LEADING TO THE RESIDENCE OF MR.
 CP0085'JOHN S. GUNN, 106 FEET SOUTH OF POWER POLE NEAR DRIVEWAY, 51 FEET EAST
 CP0085'OF CENTERLINE OF HIGHWAY 49, 6.6 FEET NORTH OF A RIGHT-OF-WAY MARKER,
 CP0085'6.3 FEET NORTH OF A METAL WITNESS POST AND 4.7 FEET NORTHWEST OF WEST
 CP0085'POST OF BILLBOARD.
 CP0085
 CP0085                          STATION RECOVERY (1988)
 CP0085
 CP0085'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0085'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. IT WAS PROBABLY DESTROYED
 CP0085'WHEN A TELEPHONE CABLE WAS LAID.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3333 ***********************************************************************
 BH3333  DESIGNATION -  49 V 190
 BH3333  PID         -  BH3333
 BH3333  STATE/COUNTY-  MS/STONE
 BH3333  USGS QUAD   -  WIGGINS (1983)
 BH3333
 BH3333                         *CURRENT SURVEY CONTROL
 BH3333  ___________________________________________________________________
 BH3333* NAD 83(1986)-  30 49 01.     (N)    089 08 11.     (W)     SCALED    
 BH3333* NAVD 88     -        56.394  (meters)     185.02   (feet)  ADJUSTED  
 BH3333  ___________________________________________________________________
 BH3333  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH3333  DYNAMIC HT  -          56.320 (meters)     184.78  (feet)  COMP
 BH3333  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 BH3333
 BH3333  VERT ORDER  -  SECOND    CLASS II
 BH3333
 BH3333.The horizontal coordinates were scaled from a topographic map and have
 BH3333.an estimated accuracy of +/- 6 seconds.
 BH3333
 BH3333.The orthometric height was determined by differential leveling
 BH3333.and adjusted in May 1996.
 BH3333
 BH3333.The geoid height was determined by GEOID03.
 BH3333
 BH3333.The dynamic height is computed by dividing the NAVD 88
 BH3333.geopotential number by the normal gravity value computed on the
 BH3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3333.degrees latitude (g = 980.6199 gals.).
 BH3333
 BH3333.The modeled gravity was interpolated from observed gravity values.
 BH3333
 BH3333;                    North         East    Units  Estimated Accuracy
 BH3333;SPC MS E     -   146,020.      271,000.      MT  (+/- 180 meters Scaled)
 BH3333
 BH3333                          SUPERSEDED SURVEY CONTROL
 BH3333
 BH3333.No superseded survey control is available for this station.
 BH3333
 BH3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV956112(NAD 83)
 BH3333_MARKER: DD = SURVEY DISK
 BH3333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3333_SP_SET: PIPE CULVERT
 BH3333_STAMPING: BM 49 V 190 1988
 BH3333_MARK LOGO: MSHD  
 BH3333_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3333+STABILITY: SURFACE MOTION
 BH3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3333+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3333
 BH3333  HISTORY     - Date     Condition        Report By
 BH3333  HISTORY     - 1988     MONUMENTED       MSHD
 BH3333
 BH3333                          STATION DESCRIPTION
 BH3333
 BH3333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3333'MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTH OF WIGGINS, IN A CULVERT
 BH3333'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.7 MI (4.3 KM) NORTH
 BH3333'OF THE OVERPASS AT PERKINSTON AND IS IN SECTION 6, T 3S, R 11W.  TO
 BH3333'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE
 BH3333'WEST EDGE OF WIGGING, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.8 MI
 BH3333'(4.5 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK
 BH3333'SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A 42
 BH3333'INCH CONCRETE PIPE CULVERT, 25 FT (7.6 M) EAST OF THE CENTER OF THE
 BH3333'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3334 ***********************************************************************
 BH3334  DESIGNATION -  49 V 191
 BH3334  PID         -  BH3334
 BH3334  STATE/COUNTY-  MS/STONE
 BH3334  USGS QUAD   -  WIGGINS (1983)
 BH3334
 BH3334                         *CURRENT SURVEY CONTROL
 BH3334  ___________________________________________________________________
 BH3334* NAD 83(1986)-  30 49 51.     (N)    089 08 11.     (W)     SCALED    
 BH3334* NAVD 88     -        61.971  (meters)     203.32   (feet)  ADJUSTED  
 BH3334  ___________________________________________________________________
 BH3334  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH3334  DYNAMIC HT  -          61.889 (meters)     203.05  (feet)  COMP
 BH3334  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 BH3334
 BH3334  VERT ORDER  -  SECOND    CLASS II
 BH3334
 BH3334.The horizontal coordinates were scaled from a topographic map and have
 BH3334.an estimated accuracy of +/- 6 seconds.
 BH3334
 BH3334.The orthometric height was determined by differential leveling
 BH3334.and adjusted in May 1996.
 BH3334
 BH3334.The geoid height was determined by GEOID03.
 BH3334
 BH3334.The dynamic height is computed by dividing the NAVD 88
 BH3334.geopotential number by the normal gravity value computed on the
 BH3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3334.degrees latitude (g = 980.6199 gals.).
 BH3334
 BH3334.The modeled gravity was interpolated from observed gravity values.
 BH3334
 BH3334;                    North         East    Units  Estimated Accuracy
 BH3334;SPC MS E     -   147,560.      271,010.      MT  (+/- 180 meters Scaled)
 BH3334
 BH3334                          SUPERSEDED SURVEY CONTROL
 BH3334
 BH3334.No superseded survey control is available for this station.
 BH3334
 BH3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV956128(NAD 83)
 BH3334_MARKER: DD = SURVEY DISK
 BH3334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3334_SP_SET: PIPE CULVERT
 BH3334_STAMPING: BM 49 V 191 1988
 BH3334_MARK LOGO: MSHD  
 BH3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3334+STABILITY: SURFACE MOTION
 BH3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3334+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3334
 BH3334  HISTORY     - Date     Condition        Report By
 BH3334  HISTORY     - 1988     MONUMENTED       MSHD
 BH3334
 BH3334                          STATION DESCRIPTION
 BH3334
 BH3334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3334'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF WIGGINS, IN A CULVERT
 BH3334'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.6 MI (5.8 KM) NORTH
 BH3334'OF THE OVERPASS AT PERKINSTON AND IS IN SECTION 31, T 2S, R 11W.  TO
 BH3334'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE
 BH3334'WEST EDGE OF WIGGINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 1.5 MI
 BH3334'(2.4 KM) TO THE JUNCTION OF OLD HIGHWAY 49, CONTINUE SOUTH ON U.S.
 BH3334'HIGHWAY 49 FOR 0.4 MI (0.6 KM) TO THE MARK ON THE LEFT JUST BEYOND
 BH3334'STAR CHEVROLET COMPANY.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BH3334'DRILL HOLE NEAR THE TOP CENTER OF THE EAST HEADWALL OF A 36 INCH
 BH3334'CONCRETE PIPE CULVERET, 42.5 FT (13.0 M) EAST OF THE CENTER OF THE
 BH3334'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 9FT BELOW THE LEVEL OF
 BH3334'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3335 ***********************************************************************
 BH3335  DESIGNATION -  49 V 192
 BH3335  PID         -  BH3335
 BH3335  STATE/COUNTY-  MS/STONE
 BH3335  USGS QUAD   -  WIGGINS (1983)
 BH3335
 BH3335                         *CURRENT SURVEY CONTROL
 BH3335  ___________________________________________________________________
 BH3335* NAD 83(1986)-  30 50 40.     (N)    089 08 18.     (W)     SCALED    
 BH3335* NAVD 88     -        60.327  (meters)     197.92   (feet)  ADJUSTED  
 BH3335  ___________________________________________________________________
 BH3335  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH3335  DYNAMIC HT  -          60.249 (meters)     197.67  (feet)  COMP
 BH3335  MODELED GRAV-     979,335.9   (mgal)                       NAVD 88
 BH3335
 BH3335  VERT ORDER  -  SECOND    CLASS II
 BH3335
 BH3335.The horizontal coordinates were scaled from a topographic map and have
 BH3335.an estimated accuracy of +/- 6 seconds.
 BH3335
 BH3335.The orthometric height was determined by differential leveling
 BH3335.and adjusted in May 1996.
 BH3335
 BH3335.The geoid height was determined by GEOID03.
 BH3335
 BH3335.The dynamic height is computed by dividing the NAVD 88
 BH3335.geopotential number by the normal gravity value computed on the
 BH3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3335.degrees latitude (g = 980.6199 gals.).
 BH3335
 BH3335.The modeled gravity was interpolated from observed gravity values.
 BH3335
 BH3335;                    North         East    Units  Estimated Accuracy
 BH3335;SPC MS E     -   149,070.      270,830.      MT  (+/- 180 meters Scaled)
 BH3335
 BH3335                          SUPERSEDED SURVEY CONTROL
 BH3335
 BH3335.No superseded survey control is available for this station.
 BH3335
 BH3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV955143(NAD 83)
 BH3335_MARKER: DD = SURVEY DISK
 BH3335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3335_SP_SET: PIPE CULVERT
 BH3335_STAMPING: BM 49 V 192 1988
 BH3335_MARK LOGO: MSHD  
 BH3335_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3335+STABILITY: SURFACE MOTION
 BH3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3335+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3335
 BH3335  HISTORY     - Date     Condition        Report By
 BH3335  HISTORY     - 1988     MONUMENTED       MSHD
 BH3335
 BH3335                          STATION DESCRIPTION
 BH3335
 BH3335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3335'MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTH OF WIGGINS, IN A CULVERT
 BH3335'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.65 MI (1.05 KM)
 BH3335'NORTHWEST OF THE JUNCTION OF OLD HIGHWAY 49 AND IS IN SECTION 25, T
 BH3335'2S, R 12W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 BH3335'HIGHWAY 26, AT THE WEST EDGE OF WIGGINS, GO SOUTHEAST ON U.S.
 BH3335'HIGHWAY 49 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE LEFT.  MARK IS A
 BH3335'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF
 BH3335'THE NORTHEAST HEADWALL OF A 42 INCH CONCRETE PIPE CULVERT, 47 FT
 BH3335'(14.3 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BH3335'49 AND IS ABOUT 13 FT (4.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3336 ***********************************************************************
 BH3336  DESIGNATION -  49 V 193
 BH3336  PID         -  BH3336
 BH3336  STATE/COUNTY-  MS/STONE
 BH3336  USGS QUAD   -  WIGGINS (1983)
 BH3336
 BH3336                         *CURRENT SURVEY CONTROL
 BH3336  ___________________________________________________________________
 BH3336* NAD 83(1986)-  30 51 28.     (N)    089 08 18.     (W)     SCALED    
 BH3336* NAVD 88     -        80.062  (meters)     262.67   (feet)  ADJUSTED  
 BH3336  ___________________________________________________________________
 BH3336  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH3336  DYNAMIC HT  -          79.958 (meters)     262.33  (feet)  COMP
 BH3336  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BH3336
 BH3336  VERT ORDER  -  SECOND    CLASS II
 BH3336
 BH3336.The horizontal coordinates were scaled from a topographic map and have
 BH3336.an estimated accuracy of +/- 6 seconds.
 BH3336
 BH3336.The orthometric height was determined by differential leveling
 BH3336.and adjusted in May 1996.
 BH3336
 BH3336.The geoid height was determined by GEOID03.
 BH3336
 BH3336.The dynamic height is computed by dividing the NAVD 88
 BH3336.geopotential number by the normal gravity value computed on the
 BH3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3336.degrees latitude (g = 980.6199 gals.).
 BH3336
 BH3336.The modeled gravity was interpolated from observed gravity values.
 BH3336
 BH3336;                    North         East    Units  Estimated Accuracy
 BH3336;SPC MS E     -   150,550.      270,830.      MT  (+/- 180 meters Scaled)
 BH3336
 BH3336                          SUPERSEDED SURVEY CONTROL
 BH3336
 BH3336.No superseded survey control is available for this station.
 BH3336
 BH3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV955157(NAD 83)
 BH3336_MARKER: DD = SURVEY DISK
 BH3336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3336_SP_SET: BRIDGE ABUTMENT
 BH3336_STAMPING: BM 49 V 193 1988
 BH3336_MARK LOGO: MSHD  
 BH3336_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3336+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BH3336
 BH3336  HISTORY     - Date     Condition        Report By
 BH3336  HISTORY     - 1988     MONUMENTED       MSHD
 BH3336  HISTORY     - 20080201 GOOD             MSDOT
 BH3336
 BH3336                          STATION DESCRIPTION
 BH3336
 BH3336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3336'MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) WEST OF THE CENTER OF WIGGING,
 BH3336'IN THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26 AND IS IN
 BH3336'SECTION 23, T 2S, R 12W.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BH3336'DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT OF THE HIGHWAY 49
 BH3336'BRIDGE, 29 FT (8.8 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF
 BH3336'HIGHWAY 49 AND IS ABOUT 4.5 FT (1.4 M) BELOW THE LEVEL OF THE
 BH3336'HIGHWAY.
 BH3336
 BH3336                          STATION RECOVERY (2008)
 BH3336
 BH3336'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BH3336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3341 ***********************************************************************
 BH3341  DESIGNATION -  49 V 194
 BH3341  PID         -  BH3341
 BH3341  STATE/COUNTY-  MS/STONE
 BH3341  USGS QUAD   -  WIGGINS (1983)
 BH3341
 BH3341                         *CURRENT SURVEY CONTROL
 BH3341  ___________________________________________________________________
 BH3341* NAD 83(1986)-  30 52 07.     (N)    089 08 48.     (W)     SCALED    
 BH3341* NAVD 88     -        66.948  (meters)     219.65   (feet)  ADJUSTED  
 BH3341  ___________________________________________________________________
 BH3341  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH3341  DYNAMIC HT  -          66.861 (meters)     219.36  (feet)  COMP
 BH3341  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 BH3341
 BH3341  VERT ORDER  -  SECOND    CLASS II
 BH3341
 BH3341.The horizontal coordinates were scaled from a topographic map and have
 BH3341.an estimated accuracy of +/- 6 seconds.
 BH3341
 BH3341.The orthometric height was determined by differential leveling
 BH3341.and adjusted in May 1996.
 BH3341
 BH3341.The geoid height was determined by GEOID03.
 BH3341
 BH3341.The dynamic height is computed by dividing the NAVD 88
 BH3341.geopotential number by the normal gravity value computed on the
 BH3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3341.degrees latitude (g = 980.6199 gals.).
 BH3341
 BH3341.The modeled gravity was interpolated from observed gravity values.
 BH3341
 BH3341;                    North         East    Units  Estimated Accuracy
 BH3341;SPC MS E     -   151,750.      270,040.      MT  (+/- 180 meters Scaled)
 BH3341
 BH3341                          SUPERSEDED SURVEY CONTROL
 BH3341
 BH3341.No superseded survey control is available for this station.
 BH3341
 BH3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV947170(NAD 83)
 BH3341_MARKER: DD = SURVEY DISK
 BH3341_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3341_SP_SET: BOX CULVERT
 BH3341_STAMPING: BM 49 V 194 1988
 BH3341_MARK LOGO: MSHD  
 BH3341_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3341+STABILITY: SURFACE MOTION
 BH3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3341+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3341
 BH3341  HISTORY     - Date     Condition        Report By
 BH3341  HISTORY     - 1988     MONUMENTED       MSHD
 BH3341
 BH3341                          STATION DESCRIPTION
 BH3341
 BH3341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3341'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST NORTHWEST OF WIGGINS, IN A
 BH3341'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.4 MI (2.3
 BH3341'KM) SOUTH OF THE JUNCTION OF OLD HIGHWAY 49, 0.2 MI (0.3 KM) SOUTH OF
 BH3341'A REST AREA AND IS IN SECTION 23, T 2S, R 12W.  TO REACH FROM THE
 BH3341'U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE WEST EDGE OF
 BH3341'WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 0.95 MI (1.53 KM) TO
 BH3341'THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BH3341'DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 14 X 5
 BH3341'FOOT CONCRETE BOX CULVERT, 42 FT (12.8 M) NORTHEAST OF THE CENTER OF
 BH3341'THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 8 FT (2.4 M) BELOW
 BH3341'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3342 ***********************************************************************
 BH3342  DESIGNATION -  49 V 195
 BH3342  PID         -  BH3342
 BH3342  STATE/COUNTY-  MS/STONE
 BH3342  USGS QUAD   -  BOND (1993)
 BH3342
 BH3342                         *CURRENT SURVEY CONTROL
 BH3342  ___________________________________________________________________
 BH3342* NAD 83(1986)-  30 52 40.     (N)    089 09 35.     (W)     SCALED    
 BH3342* NAVD 88     -        87.462  (meters)     286.95   (feet)  ADJUSTED  
 BH3342  ___________________________________________________________________
 BH3342  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH3342  DYNAMIC HT  -          87.348 (meters)     286.57  (feet)  COMP
 BH3342  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BH3342
 BH3342  VERT ORDER  -  SECOND    CLASS II
 BH3342
 BH3342.The horizontal coordinates were scaled from a topographic map and have
 BH3342.an estimated accuracy of +/- 6 seconds.
 BH3342
 BH3342.The orthometric height was determined by differential leveling
 BH3342.and adjusted in May 1996.
 BH3342
 BH3342.The geoid height was determined by GEOID03.
 BH3342
 BH3342.The dynamic height is computed by dividing the NAVD 88
 BH3342.geopotential number by the normal gravity value computed on the
 BH3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3342.degrees latitude (g = 980.6199 gals.).
 BH3342
 BH3342.The modeled gravity was interpolated from observed gravity values.
 BH3342
 BH3342;                    North         East    Units  Estimated Accuracy
 BH3342;SPC MS E     -   152,770.      268,790.      MT  (+/- 180 meters Scaled)
 BH3342
 BH3342                          SUPERSEDED SURVEY CONTROL
 BH3342
 BH3342.No superseded survey control is available for this station.
 BH3342
 BH3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV935180(NAD 83)
 BH3342_MARKER: DD = SURVEY DISK
 BH3342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3342_SP_SET: PIPE CULVERT
 BH3342_STAMPING: BM 49 V 195 1988
 BH3342_MARK LOGO: MSHD  
 BH3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3342+STABILITY: SURFACE MOTION
 BH3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3342+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3342
 BH3342  HISTORY     - Date     Condition        Report By
 BH3342  HISTORY     - 1988     MONUMENTED       MSHD
 BH3342
 BH3342                          STATION DESCRIPTION
 BH3342
 BH3342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3342'MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF WIGGINS, IN A
 BH3342'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.4 MI (0.6
 BH3342'KM) SOUTH OF THE JUNCTION OF OLD HIGHWAY 49 AND IS IN SECTION 14, T
 BH3342'2S, R 12W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 BH3342'HIGHWAY 26, AT THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S.
 BH3342'HIGHWAY 49 FOR 1.95 MI (3.14 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BH3342'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP CENTER OF THE
 BH3342'EAST HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT, 34.5 FT (10.5 M)
 BH3342'EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BH3342'2.5 FT (0.8 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3337 ***********************************************************************
 BH3337  DESIGNATION -  49 V 196
 BH3337  PID         -  BH3337
 BH3337  STATE/COUNTY-  MS/STONE
 BH3337  USGS QUAD   -  WIGGINS (1983)
 BH3337
 BH3337                         *CURRENT SURVEY CONTROL
 BH3337  ___________________________________________________________________
 BH3337* NAD 83(1986)-  30 51 04.     (N)    089 08 24.     (W)     SCALED    
 BH3337* NAVD 88     -        80.336  (meters)     263.57   (feet)  ADJUSTED  
 BH3337  ___________________________________________________________________
 BH3337  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH3337  DYNAMIC HT  -          80.231 (meters)     263.22  (feet)  COMP
 BH3337  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 BH3337
 BH3337  VERT ORDER  -  SECOND    CLASS II
 BH3337
 BH3337.The horizontal coordinates were scaled from a topographic map and have
 BH3337.an estimated accuracy of +/- 6 seconds.
 BH3337
 BH3337.The orthometric height was determined by differential leveling
 BH3337.and adjusted in May 1996.
 BH3337
 BH3337.The geoid height was determined by GEOID03.
 BH3337
 BH3337.The dynamic height is computed by dividing the NAVD 88
 BH3337.geopotential number by the normal gravity value computed on the
 BH3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3337.degrees latitude (g = 980.6199 gals.).
 BH3337
 BH3337.The modeled gravity was interpolated from observed gravity values.
 BH3337
 BH3337;                    North         East    Units  Estimated Accuracy
 BH3337;SPC MS E     -   149,810.      270,670.      MT  (+/- 180 meters Scaled)
 BH3337
 BH3337                          SUPERSEDED SURVEY CONTROL
 BH3337
 BH3337.No superseded survey control is available for this station.
 BH3337
 BH3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV953150(NAD 83)
 BH3337_MARKER: DD = SURVEY DISK
 BH3337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3337_SP_SET: BRIDGE ABUTMENT
 BH3337_STAMPING: BM 49 V 196 1988
 BH3337_MARK LOGO: MSHD  
 BH3337_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3337+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 BH3337
 BH3337  HISTORY     - Date     Condition        Report By
 BH3337  HISTORY     - 1988     MONUMENTED       MSHD
 BH3337  HISTORY     - 20080201 GOOD             MSDOT
 BH3337  HISTORY     - 20080409 GOOD             MSDOT
 BH3337
 BH3337                          STATION DESCRIPTION
 BH3337
 BH3337'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3337'MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTH OF THE CENTER OF WIGGINS,
 BH3337'IN THE STATE HIGHWAY 26 BRIDGE OVER OLD HIGHWAY 49 AND IS IN THE
 BH3337'SOUTHEAST CORNER OF SECTION 24, T 2S, R 12W.  MARK IS A MSHD
 BH3337'REFERENCE MARK DISK SET IN A DRILL HOLE 1 FT (0.3 M) SOUTH OF THE
 BH3337'NORTH END OF THE WEST ABUTMENT OF THE BRIDGE AND IS ABOUT 5 FT (1.5
 BH3337'M) BELOW THE LEVEL OF THE HIGHWAY.  IT IS 59 FT (18.0 M) WEST OF THE
 BH3337'CENTER OF OLD HIGHWAY 49, 57.5 FT (17.5 M) EAST OF THE CENTER OF A
 BH3337'FRONTAGE STREET, 29 FT (8.8 M) SOUTH OF A POWER POLE AND 24 FT (7.3
 BH3337'M) NORTH OF THE CENTER OF HIGHWAY 26.
 BH3337
 BH3337                          STATION RECOVERY (2008)
 BH3337
 BH3337'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BH3337'RECOVERED IN GOOD CONDITION.
 BH3337
 BH3337                          STATION RECOVERY (2008)
 BH3337
 BH3337'RECOVERY NOTE BY MS DEPT TRANS 2008
 BH3337'OLD HWY. 49 IN THE PREVIOUS DESCRIPTION IS NOW HWY. 149 OR MAGNOLIA
 BH3337'DRIVE. THE MARK IS ALSO 1 MILE EAST OF THE INTERSECTION OF U.S. HWY.
 BH3337'49 AND SR 26 AND ABOUT 300 FEET WEST OF THE RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3343 ***********************************************************************
 BH3343  DESIGNATION -  49 V 197
 BH3343  PID         -  BH3343
 BH3343  STATE/COUNTY-  MS/STONE
 BH3343  USGS QUAD   -  BOND (1993)
 BH3343
 BH3343                         *CURRENT SURVEY CONTROL
 BH3343  ___________________________________________________________________
 BH3343* NAD 83(1986)-  30 53 05.     (N)    089 09 51.     (W)     SCALED    
 BH3343* NAVD 88     -        90.091  (meters)     295.57   (feet)  ADJUSTED  
 BH3343  ___________________________________________________________________
 BH3343  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH3343  DYNAMIC HT  -          89.974 (meters)     295.19  (feet)  COMP
 BH3343  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BH3343
 BH3343  VERT ORDER  -  SECOND    CLASS II
 BH3343
 BH3343.The horizontal coordinates were scaled from a topographic map and have
 BH3343.an estimated accuracy of +/- 6 seconds.
 BH3343
 BH3343.The orthometric height was determined by differential leveling
 BH3343.and adjusted in May 1996.
 BH3343
 BH3343.The geoid height was determined by GEOID03.
 BH3343
 BH3343.The dynamic height is computed by dividing the NAVD 88
 BH3343.geopotential number by the normal gravity value computed on the
 BH3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3343.degrees latitude (g = 980.6199 gals.).
 BH3343
 BH3343.The modeled gravity was interpolated from observed gravity values.
 BH3343
 BH3343;                    North         East    Units  Estimated Accuracy
 BH3343;SPC MS E     -   153,540.      268,370.      MT  (+/- 180 meters Scaled)
 BH3343
 BH3343                          SUPERSEDED SURVEY CONTROL
 BH3343
 BH3343.No superseded survey control is available for this station.
 BH3343
 BH3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV931188(NAD 83)
 BH3343_MARKER: DD = SURVEY DISK
 BH3343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3343_SP_SET: PIPE CULVERT
 BH3343_STAMPING: BM 49 V 197 1988
 BH3343_MARK LOGO: MSHD  
 BH3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3343+STABILITY: SURFACE MOTION
 BH3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3343+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3343
 BH3343  HISTORY     - Date     Condition        Report By
 BH3343  HISTORY     - 1988     MONUMENTED       MSHD
 BH3343
 BH3343                          STATION DESCRIPTION
 BH3343
 BH3343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3343'MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF WIGGINS, IN A
 BH3343'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.2 MI (0.3
 BH3343'KM) NORTH OF THE JUNCTION OF OLD HIGHWAY 49 AND IS IN SECTION 11, T
 BH3343'2S, R 12W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 BH3343'HIGHWAY 26, AT THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S.
 BH3343'HIGHWAY 49 FOR 2.6 MI (4.2 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BH3343'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP CENTER OF THE
 BH3343'EAST HERADWALL OF A 48 INCH CONCRETE PIPE CULVERT, 34 FT (10.4 M)
 BH3343'EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BH3343'3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3347 ***********************************************************************
 BH3347  DESIGNATION -  49 V 198
 BH3347  PID         -  BH3347
 BH3347  STATE/COUNTY-  MS/FORREST
 BH3347  USGS QUAD   -  BOND (1993)
 BH3347
 BH3347                         *CURRENT SURVEY CONTROL
 BH3347  ___________________________________________________________________
 BH3347* NAD 83(1986)-  30 55 07.     (N)    089 10 30.     (W)     SCALED    
 BH3347* NAVD 88     -       101.715  (meters)     333.71   (feet)  ADJUSTED  
 BH3347  ___________________________________________________________________
 BH3347  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BH3347  DYNAMIC HT  -         101.583 (meters)     333.28  (feet)  COMP
 BH3347  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BH3347
 BH3347  VERT ORDER  -  SECOND    CLASS II
 BH3347
 BH3347.The horizontal coordinates were scaled from a topographic map and have
 BH3347.an estimated accuracy of +/- 6 seconds.
 BH3347
 BH3347.The orthometric height was determined by differential leveling
 BH3347.and adjusted in May 1996.
 BH3347
 BH3347.The geoid height was determined by GEOID03.
 BH3347
 BH3347.The dynamic height is computed by dividing the NAVD 88
 BH3347.geopotential number by the normal gravity value computed on the
 BH3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3347.degrees latitude (g = 980.6199 gals.).
 BH3347
 BH3347.The modeled gravity was interpolated from observed gravity values.
 BH3347
 BH3347;                    North         East    Units  Estimated Accuracy
 BH3347;SPC MS E     -   157,300.      267,340.      MT  (+/- 180 meters Scaled)
 BH3347
 BH3347                          SUPERSEDED SURVEY CONTROL
 BH3347
 BH3347.No superseded survey control is available for this station.
 BH3347
 BH3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV921226(NAD 83)
 BH3347_MARKER: DD = SURVEY DISK
 BH3347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3347_SP_SET: PIPE CULVERT
 BH3347_STAMPING: BM 49 V 198 1988
 BH3347_MARK LOGO: MSHD  
 BH3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3347+STABILITY: SURFACE MOTION
 BH3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3347+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3347
 BH3347  HISTORY     - Date     Condition        Report By
 BH3347  HISTORY     - 1988     MONUMENTED       MSHD
 BH3347
 BH3347                          STATION DESCRIPTION
 BH3347
 BH3347'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3347'MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF WIGGINS, IN A
 BH3347'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 9.6 MI (15.4
 BH3347'KM) SOUTH OF BROOKLYN, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF U.S.
 BH3347'HIGHWAY 49 AND STATE HIGHWAY 13, 0.65 MI (1.05 KM) NORTH OF THE
 BH3347'FORREST-STONE COUNTY LINE AND IS IN SECTION 34, T 1S, R 12W.  TO
 BH3347'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE
 BH3347'WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 3.85 MI
 BH3347'(6.20 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 49
 BH3347'FOR 0.25 MI (0.40 KM) TO TH MARK ON THE LEFT.  MARK IS A MSHD
 BH3347'REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE
 BH3347'EAST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, 20 FT (6.1 M) EAST
 BH3347'OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1.5
 BH3347'FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3348 ***********************************************************************
 BH3348  DESIGNATION -  49 V 199
 BH3348  PID         -  BH3348
 BH3348  STATE/COUNTY-  MS/FORREST
 BH3348  USGS QUAD   -  BOND (1993)
 BH3348
 BH3348                         *CURRENT SURVEY CONTROL
 BH3348  ___________________________________________________________________
 BH3348* NAD 83(1986)-  30 55 36.     (N)    089 10 43.     (W)     SCALED    
 BH3348* NAVD 88     -        84.911  (meters)     278.58   (feet)  ADJUSTED  
 BH3348  ___________________________________________________________________
 BH3348  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH3348  DYNAMIC HT  -          84.801 (meters)     278.22  (feet)  COMP
 BH3348  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BH3348
 BH3348  VERT ORDER  -  SECOND    CLASS II
 BH3348
 BH3348.The horizontal coordinates were scaled from a topographic map and have
 BH3348.an estimated accuracy of +/- 6 seconds.
 BH3348
 BH3348.The orthometric height was determined by differential leveling
 BH3348.and adjusted in May 1996.
 BH3348
 BH3348.The geoid height was determined by GEOID03.
 BH3348
 BH3348.The dynamic height is computed by dividing the NAVD 88
 BH3348.geopotential number by the normal gravity value computed on the
 BH3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3348.degrees latitude (g = 980.6199 gals.).
 BH3348
 BH3348.The modeled gravity was interpolated from observed gravity values.
 BH3348
 BH3348;                    North         East    Units  Estimated Accuracy
 BH3348;SPC MS E     -   158,200.      267,000.      MT  (+/- 180 meters Scaled)
 BH3348
 BH3348                          SUPERSEDED SURVEY CONTROL
 BH3348
 BH3348.No superseded survey control is available for this station.
 BH3348
 BH3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV918235(NAD 83)
 BH3348_MARKER: DD = SURVEY DISK
 BH3348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3348_SP_SET: PIPE CULVERT
 BH3348_STAMPING: BM 49 V 199 1988
 BH3348_MARK LOGO: MSHD  
 BH3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3348+STABILITY: SURFACE MOTION
 BH3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3348+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3348
 BH3348  HISTORY     - Date     Condition        Report By
 BH3348  HISTORY     - 1988     MONUMENTED       MSHD
 BH3348
 BH3348                          STATION DESCRIPTION
 BH3348
 BH3348'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3348'MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHWEST OF WIGGINS, IN A
 BH3348'CULVERT UNDER THE NORTH BOUND LANE OF U.S HIGHWAY 49, 9 MI (14.5 KM)
 BH3348'SOUTH OF BROOKLYN, 1.75 MI (2.82 KM) SOUTH OF THE JUNCTION OF U.S.
 BH3348'HIGHWAY 49 AND STATE HIGHWAY 13, 1.25 MI (2.01 KM) NORTH OF THE
 BH3348'FORREST-STONE COUNTY LINE AND IS IN SECTION 27, T 1S, R 12W.  TO
 BH3348'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE
 BH3348'WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S HIGHWAY 49 FOR 3.85 MI
 BH3348'(6.20 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 49
 BH3348'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BH3348'REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE
 BH3348'EAST HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT, 35 FT (10.7 M) EAST
 BH3348'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5 FT
 BH3348'(1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0421 ***********************************************************************
 CP0421  DESIGNATION -  49 V 2
 CP0421  PID         -  CP0421
 CP0421  STATE/COUNTY-  MS/HINDS
 CP0421  USGS QUAD   -  JACKSON (1998)
 CP0421
 CP0421                         *CURRENT SURVEY CONTROL
 CP0421  ___________________________________________________________________
 CP0421* NAD 83(1986)-  32 19 37.     (N)    090 11 21.     (W)     SCALED    
 CP0421* NAVD 88     -        98.561  (meters)     323.36   (feet)  ADJUSTED  
 CP0421  ___________________________________________________________________
 CP0421  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0421  DYNAMIC HT  -          98.451 (meters)     323.00  (feet)  COMP
 CP0421  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CP0421
 CP0421  VERT ORDER  -  SECOND    CLASS 0
 CP0421
 CP0421.The horizontal coordinates were scaled from a topographic map and have
 CP0421.an estimated accuracy of +/- 6 seconds.
 CP0421
 CP0421.The orthometric height was determined by differential leveling
 CP0421.and adjusted in June 1991.
 CP0421
 CP0421.The geoid height was determined by GEOID03.
 CP0421
 CP0421.The dynamic height is computed by dividing the NAVD 88
 CP0421.geopotential number by the normal gravity value computed on the
 CP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0421.degrees latitude (g = 980.6199 gals.).
 CP0421
 CP0421.The modeled gravity was interpolated from observed gravity values.
 CP0421
 CP0421;                    North         East    Units  Estimated Accuracy
 CP0421;SPC MS W     -   313,410.      713,570.      MT  (+/- 180 meters Scaled)
 CP0421
 CP0421                          SUPERSEDED SURVEY CONTROL
 CP0421
 CP0421  NGVD 29 (??/??/92)   98.648  (m)          323.65   (f) ADJ UNCH    2 0
 CP0421
 CP0421.Superseded values are not recommended for survey control.
 CP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0421.See file dsdata.txt to determine how the superseded data were derived.
 CP0421
 CP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR645801(NAD 83)
 CP0421_MARKER: DD = SURVEY DISK
 CP0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0421_SP_SET: BRIDGE
 CP0421_STAMPING: BM 49V-2 1960
 CP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0421
 CP0421  HISTORY     - Date     Condition        Report By
 CP0421  HISTORY     - 1960     MONUMENTED       MSHD
 CP0421  HISTORY     - 1977     GOOD             MSHD
 CP0421  HISTORY     - 1987     GOOD             USPSQD
 CP0421  HISTORY     - 1990     GOOD             USPSQD
 CP0421
 CP0421                          STATION DESCRIPTION
 CP0421
 CP0421'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0421'1.85 MI N FROM JACKSON.
 CP0421'THE MARK IS LOCATED 1.85 MILES NORTH OF THE CENTER OF JACKSON IN THE
 CP0421'WOODROW WILSON BRIDGE OVER MILL STREET AND THE I.C.G. RAILROAD TRACK
 CP0421'IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 27, T 6N, R 1E.
 CP0421'IT IS 31 FEET NORTH OF THE CENTER OF WOODROW WILSON DRIVE, 22 FEET
 CP0421'EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE JACKSON READY MIX
 CP0421'OFFICE, 5.5 FEET EAST OF A LAMP POLE SET IN A DRILL HOLE IN THE NORTH
 CP0421'END OF THE WEST ABUTMENT OF THE CONCRETE BRIDGE AND IS ABOUT 1 FOOT
 CP0421'ABOVE THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0421'JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION OF
 CP0421'WOODROW WILSON DRIVE.  TURN LEFT AND GO WEST ON WOODROW WILSON DRIVE
 CP0421'FOR 0.4 MILE TO THE WEST END OF THE BRIDGE AND THE MARK ON THE RIGHT.
 CP0421
 CP0421                          STATION RECOVERY (1987)
 CP0421
 CP0421'RECOVERY NOTE BY US POWER SQUADRON 1987 (BHN)
 CP0421'RECOVERED IN GOOD CONDITION.
 CP0421
 CP0421                          STATION RECOVERY (1990)
 CP0421
 CP0421'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3300 ***********************************************************************
 BH3300  DESIGNATION -  49 V 2 A
 BH3300  PID         -  BH3300
 BH3300  STATE/COUNTY-  MS/HARRISON
 BH3300  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3300
 BH3300                         *CURRENT SURVEY CONTROL
 BH3300  ___________________________________________________________________
 BH3300* NAD 83(1986)-  30 24 17.     (N)    089 05 40.     (W)     SCALED    
 BH3300* NAVD 88     -         7.466  (meters)      24.49   (feet)  ADJUSTED  
 BH3300  ___________________________________________________________________
 BH3300  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH3300  DYNAMIC HT  -           7.457 (meters)      24.47  (feet)  COMP
 BH3300  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 BH3300
 BH3300  VERT ORDER  -  SECOND    CLASS II
 BH3300
 BH3300.The horizontal coordinates were scaled from a topographic map and have
 BH3300.an estimated accuracy of +/- 6 seconds.
 BH3300
 BH3300.The orthometric height was determined by differential leveling
 BH3300.and adjusted in May 1996.
 BH3300
 BH3300.The geoid height was determined by GEOID03.
 BH3300
 BH3300.The dynamic height is computed by dividing the NAVD 88
 BH3300.geopotential number by the normal gravity value computed on the
 BH3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3300.degrees latitude (g = 980.6199 gals.).
 BH3300
 BH3300.The modeled gravity was interpolated from observed gravity values.
 BH3300
 BH3300;                    North         East    Units  Estimated Accuracy
 BH3300;SPC MS E     -   100,310.      274,910.      MT  (+/- 180 meters Scaled)
 BH3300
 BH3300                          SUPERSEDED SURVEY CONTROL
 BH3300
 BH3300.No superseded survey control is available for this station.
 BH3300
 BH3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU987654(NAD 83)
 BH3300_MARKER: DD = SURVEY DISK
 BH3300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3300_SP_SET: TRAFFIC SIGNAL BASE
 BH3300_STAMPING: BM 49 V 2A 1988
 BH3300_MARK LOGO: MSHD  
 BH3300_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3300+STABILITY: SURFACE MOTION
 BH3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3300+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3300
 BH3300  HISTORY     - Date     Condition        Report By
 BH3300  HISTORY     - 1988     MONUMENTED       MSHD
 BH3300
 BH3300                          STATION DESCRIPTION
 BH3300
 BH3300'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3300'MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH OF GULFPORT, IN THE
 BH3300'SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 49 AND MARTTIN
 BH3300'LUTHER KING DRIVE, 2.2 MI (3.5 KM) SOUTH OF THE COMMUNITY OF LANDON,
 BH3300'2 MI (3.2 KM) SOUTH OF THE I-10 BRIDGE OVER U.S. HIGHWAY 49 AND IS
 BH3300'IN SECTION 26, T 7S, R 11W.  TO REACH FROM THE JUNCTION OF U.S.
 BH3300'HIGHWAYS 49 AND 90 IN GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 2.75
 BH3300'MI (4.43 KM) TO A CROSSROAD AND THE MARK ON THE LEFT.  MARK IS A MSHD
 BH3300'REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE NORTHWEST CORNER OF
 BH3300'THE CONCRETE BASE FOR A TRAFFIC SIGNAL CONTROL BOX, 66 FT (20.1 M)
 BH3300'SOUTH OF THE CENTER OF MARTIN LUTHER KING DRIVE, 58 FT (17.7 M) WEST
 BH3300'OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 23 FT (7.0 M)
 BH3300'EAST OF THE CENTER OF A FRONTAGE ROAD AND 12.2 FT (3.7 M) SOUTHWEST
 BH3300'OF A METAL POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0091 ***********************************************************************
 CP0091  DESIGNATION -  49 V 20
 CP0091  PID         -  CP0091
 CP0091  STATE/COUNTY-  MS/MADISON
 CP0091  USGS QUAD   -  FLORA (1988)
 CP0091
 CP0091                         *CURRENT SURVEY CONTROL
 CP0091  ___________________________________________________________________
 CP0091* NAD 83(1986)-  32 34 47.     (N)    090 20 24.     (W)     SCALED    
 CP0091* NAVD 88     -        66.875  (meters)     219.41   (feet)  ADJUSTED  
 CP0091  ___________________________________________________________________
 CP0091  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CP0091  DYNAMIC HT  -          66.799 (meters)     219.16  (feet)  COMP
 CP0091  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CP0091
 CP0091  VERT ORDER  -  SECOND    CLASS 0
 CP0091
 CP0091.The horizontal coordinates were scaled from a topographic map and have
 CP0091.an estimated accuracy of +/- 6 seconds.
 CP0091
 CP0091.The orthometric height was determined by differential leveling
 CP0091.and adjusted in June 1991.
 CP0091
 CP0091.The geoid height was determined by GEOID03.
 CP0091
 CP0091.The dynamic height is computed by dividing the NAVD 88
 CP0091.geopotential number by the normal gravity value computed on the
 CP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0091.degrees latitude (g = 980.6199 gals.).
 CP0091
 CP0091.The modeled gravity was interpolated from observed gravity values.
 CP0091
 CP0091;                    North         East    Units  Estimated Accuracy
 CP0091;SPC MS W     -   341,430.      699,370.      MT  (+/- 180 meters Scaled)
 CP0091
 CP0091                          SUPERSEDED SURVEY CONTROL
 CP0091
 CP0091  NGVD 29 (??/??/92)   66.955  (m)          219.67   (f) ADJ UNCH    2 0
 CP0091
 CP0091.Superseded values are not recommended for survey control.
 CP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0091.See file dsdata.txt to determine how the superseded data were derived.
 CP0091
 CP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS496078(NAD 83)
 CP0091_MARKER: DD = SURVEY DISK
 CP0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0091_STAMPING: BM 49-20 (1960)
 CP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0091+STABILITY: SURFACE MOTION
 CP0091
 CP0091  HISTORY     - Date     Condition        Report By
 CP0091  HISTORY     - 1960     MONUMENTED       MSHD
 CP0091  HISTORY     - 1965     GOOD             MSHD
 CP0091
 CP0091                          STATION DESCRIPTION
 CP0091
 CP0091'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0091'3.2 MI NW FROM FLORA.
 CP0091'TO REACH THE MARK FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN FLORA,
 CP0091'GO WEST ON STATE HIGHWAY 22 FOR 0.2 MILE TO THE JUNCTION OF U. S.
 CP0091'HIGHWAY 49.  TURN RIGHT ON HIGHWAY 49 AND CONTINUE NORTHWEST FOR 2.4
 CP0091'MILES TO INTERSECTION OF BLACKTOP ROAD, CONTINUE NORTHWEST ON HIGHWAY
 CP0091'49 FOR 0.8 MILE TO AN UNPAINTED TENANT HOUSE ON THE RIGHT AND THE MARK
 CP0091'ON LEFT.  THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT DIVISION DISK
 CP0091'STAMPED BM 49-20 1960, SET IN A 7 INCH CONCRETE, SQUARE POST, FLUSH
 CP0091'WITH THE GROUND.  IT IS 48.8 FEET WEST OF THE CENTERLINE OF HIGHWAY
 CP0091'49, 2.7 FEET EAST OF A FENCE AND 1.3 FEET EAST OF A METAL WITNESS
 CP0091'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0092 ***********************************************************************
 CP0092  DESIGNATION -  49 V 20 RESET
 CP0092  PID         -  CP0092
 CP0092  STATE/COUNTY-  MS/MADISON
 CP0092  USGS QUAD   -  FLORA (1988)
 CP0092
 CP0092                         *CURRENT SURVEY CONTROL
 CP0092  ___________________________________________________________________
 CP0092* NAD 83(1986)-  32 34 47.     (N)    090 20 24.     (W)     SCALED    
 CP0092* NAVD 88     -        67.64   (meters)     221.9    (feet)  RESET     
 CP0092  ___________________________________________________________________
 CP0092  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CP0092  VERT ORDER  -  THIRD
 CP0092
 CP0092.The horizontal coordinates were scaled from a topographic map and have
 CP0092.an estimated accuracy of +/- 6 seconds.
 CP0092
 CP0092.The orthometric height was computed from unverified reset data.
 CP0092.No vertical observational check was made to the station.
 CP0092
 CP0092.The geoid height was determined by GEOID03.
 CP0092
 CP0092;                    North         East    Units  Estimated Accuracy
 CP0092;SPC MS W     -   341,430.      699,370.      MT  (+/- 180 meters Scaled)
 CP0092
 CP0092                          SUPERSEDED SURVEY CONTROL
 CP0092
 CP0092  NGVD 29 (08/12/04)   67.72   (m)          222.2    (f) RESET       3  
 CP0092
 CP0092.Superseded values are not recommended for survey control.
 CP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0092.See file dsdata.txt to determine how the superseded data were derived.
 CP0092
 CP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS496078(NAD 83)
 CP0092_MARKER: DD = SURVEY DISK
 CP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0092_SP_SET: CONCRETE POST
 CP0092_STAMPING: 49 V-20 1960 RESET 1973
 CP0092_MARK LOGO: MSHD  
 CP0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0092+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1988
 CP0092
 CP0092  HISTORY     - Date     Condition        Report By
 CP0092  HISTORY     - 1973     MONUMENTED       NGS
 CP0092  HISTORY     - 19881025 GOOD             MSHD
 CP0092
 CP0092                          STATION DESCRIPTION
 CP0092
 CP0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0092'3.2 MI NW FROM FLORA.
 CP0092'LOCATED 0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE RAILROAD STATION
 CP0092'AT FLORA, THENCE NORTH ALONG U.S. HIGHWAY 49 FOR 3.2 MILES TO THE MARK
 CP0092'ON THE RIGHT.  IT IS 75 FEET NORTH OF THE CENTER OF THE NORTH BOUND
 CP0092'LANE OF U.S. HIGHWAY 49, 3 FEET SOUTHEAST OF A POWER POLE WHERE THE
 CP0092'POWER LINE CROSSES THE HIGHWAY, 1 FOOT NORTH OF A FENCE LINE AND 1
 CP0092'FOOT WEST OF A METAL WITNESS POST.  IT IS MISSISSIPPI STATE HIGHWAY
 CP0092'DISK STAMPED 49 V-20 1960 RESET 1973, PROJECTING 3 INCHES.
 CP0092
 CP0092                          STATION RECOVERY (1988)
 CP0092
 CP0092'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0092'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22 AND THE US HIGHWAY
 CP0092'49 BYPASS AT THE WEST EDGE OF FLORA, GO NORTH ON HIGHWAY 49 FOR 4.04
 CP0092'KM (2.50 MI) TO A SIDE ROAD RIGHT, CONTINUE NORTHWEST ON HIGHWAY 49
 CP0092'FOR 1.21 KM (0.75 MI) TO THE MARK ON THE RIGHT.
 CP0092'IT IS 34.14 M (112.0 FT) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 CP0092'LANE OF HIGHWAY 49, 0.3 M (1.0 FT) SOUTH OF A POWER POLE SUPPORTING
 CP0092'THE WIRES THAT CROSS THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A FENCE
 CP0092'LINE, 0.3 M (1.0 FT) NORTHWEST OF A METAL WITNESS POST, ABOUT 4.57 M
 CP0092'(15.0 FT) ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3349 ***********************************************************************
 BH3349  DESIGNATION -  49 V 200
 BH3349  PID         -  BH3349
 BH3349  STATE/COUNTY-  MS/FORREST
 BH3349  USGS QUAD   -  BOND (1993)
 BH3349
 BH3349                         *CURRENT SURVEY CONTROL
 BH3349  ___________________________________________________________________
 BH3349* NAD 83(1986)-  30 56 18.     (N)    089 10 58.     (W)     SCALED    
 BH3349* NAVD 88     -        85.339  (meters)     279.98   (feet)  ADJUSTED  
 BH3349  ___________________________________________________________________
 BH3349  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH3349  DYNAMIC HT  -          85.229 (meters)     279.62  (feet)  COMP
 BH3349  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BH3349
 BH3349  VERT ORDER  -  SECOND    CLASS II
 BH3349
 BH3349.The horizontal coordinates were scaled from a topographic map and have
 BH3349.an estimated accuracy of +/- 6 seconds.
 BH3349
 BH3349.The orthometric height was determined by differential leveling
 BH3349.and adjusted in May 1996.
 BH3349
 BH3349.The geoid height was determined by GEOID03.
 BH3349
 BH3349.The dynamic height is computed by dividing the NAVD 88
 BH3349.geopotential number by the normal gravity value computed on the
 BH3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3349.degrees latitude (g = 980.6199 gals.).
 BH3349
 BH3349.The modeled gravity was interpolated from observed gravity values.
 BH3349
 BH3349;                    North         East    Units  Estimated Accuracy
 BH3349;SPC MS E     -   159,490.      266,610.      MT  (+/- 180 meters Scaled)
 BH3349
 BH3349                          SUPERSEDED SURVEY CONTROL
 BH3349
 BH3349.No superseded survey control is available for this station.
 BH3349
 BH3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV914248(NAD 83)
 BH3349_MARKER: DD = SURVEY DISK
 BH3349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3349_SP_SET: PIPE CULVERT
 BH3349_STAMPING: BM 49 V 200 1988
 BH3349_MARK LOGO: MSHD  
 BH3349_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3349+STABILITY: SURFACE MOTION
 BH3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3349+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3349
 BH3349  HISTORY     - Date     Condition        Report By
 BH3349  HISTORY     - 1988     MONUMENTED       MSHD
 BH3349
 BH3349                          STATION DESCRIPTION
 BH3349
 BH3349'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3349'MARK IS LOCATED ABOUT 6 MI (9.7 KM) NORTHWEST OF WIGGINS IN A CULVERT
 BH3349'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 8.3 MI (13.4 KM)
 BH3349'SOUTH OF BROOKLYN, 0.95 MI (1.53 KM) SOUTH OF THE JUNCTION OF U.S.
 BH3349'HIGHWAY 49 AND STATE HIGHWAY 13 AND IS IN SECTION 27, T 1S, R 12W.
 BH3349'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT
 BH3349'THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 3.85
 BH3349'MI (6.20 KM) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 49
 BH3349'FOR 1.75 MI (2.82 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BH3349'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 BH3349'HEADWALL OF A 36 INCH PIPE CULVERT, 50.5 FT (15.4 M) EAST OF THE
 BH3349'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 13 FT (4.0
 BH3349'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3352 ***********************************************************************
 BH3352  DESIGNATION -  49 V 201
 BH3352  PID         -  BH3352
 BH3352  STATE/COUNTY-  MS/FORREST
 BH3352  USGS QUAD   -  BOND (1993)
 BH3352
 BH3352                         *CURRENT SURVEY CONTROL
 BH3352  ___________________________________________________________________
 BH3352* NAD 83(1986)-  30 57 52.     (N)    089 11 35.     (W)     SCALED    
 BH3352* NAVD 88     -        81.700  (meters)     268.04   (feet)  ADJUSTED  
 BH3352  ___________________________________________________________________
 BH3352  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BH3352  DYNAMIC HT  -          81.594 (meters)     267.70  (feet)  COMP
 BH3352  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 BH3352
 BH3352  VERT ORDER  -  SECOND    CLASS II
 BH3352
 BH3352.The horizontal coordinates were scaled from a topographic map and have
 BH3352.an estimated accuracy of +/- 6 seconds.
 BH3352
 BH3352.The orthometric height was determined by differential leveling
 BH3352.and adjusted in May 1996.
 BH3352
 BH3352.The geoid height was determined by GEOID03.
 BH3352
 BH3352.The dynamic height is computed by dividing the NAVD 88
 BH3352.geopotential number by the normal gravity value computed on the
 BH3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3352.degrees latitude (g = 980.6199 gals.).
 BH3352
 BH3352.The modeled gravity was interpolated from observed gravity values.
 BH3352
 BH3352;                    North         East    Units  Estimated Accuracy
 BH3352;SPC MS E     -   162,390.      265,630.      MT  (+/- 180 meters Scaled)
 BH3352
 BH3352                          SUPERSEDED SURVEY CONTROL
 BH3352
 BH3352.No superseded survey control is available for this station.
 BH3352
 BH3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV905277(NAD 83)
 BH3352_MARKER: DD = SURVEY DISK
 BH3352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3352_SP_SET: PIPE CULVERT
 BH3352_STAMPING: BM 49 V 201 1989
 BH3352_MARK LOGO: MSHD  
 BH3352_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3352+STABILITY: SURFACE MOTION
 BH3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3352+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3352
 BH3352  HISTORY     - Date     Condition        Report By
 BH3352  HISTORY     - 1989     MONUMENTED       MSHD
 BH3352
 BH3352                          STATION DESCRIPTION
 BH3352
 BH3352'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3352'MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHWEST OF WIGGINS, IN A
 BH3352'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.3 MI (10.1
 BH3352'KM) SOUTH OF BROOKLYN AND IS IN SECTION 16, T 1S, R 12W.  TO REACH
 BH3352'FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49, 7.35 MI
 BH3352'(11.83 KM) NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 BH3352'HIGHWAY 26, AT WEST EDGE OF WIGGINS, GO NORTH ON U.S. HIGHWAY 49 FOR
 BH3352'1 MI (1.6 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE
 BH3352'MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE NORTHEAST
 BH3352'HEADWALL OF A 28 INCH CONCRETE PIPE CULVERT, 34.5 FT (10.5 M)
 BH3352'NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND IT
 BH3352'ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3353 ***********************************************************************
 BH3353  DESIGNATION -  49 V 202
 BH3353  PID         -  BH3353
 BH3353  STATE/COUNTY-  MS/FORREST
 BH3353  USGS QUAD   -  BOND (1993)
 BH3353
 BH3353                         *CURRENT SURVEY CONTROL
 BH3353  ___________________________________________________________________
 BH3353* NAD 83(1986)-  30 58 27.     (N)    089 11 50.     (W)     SCALED    
 BH3353* NAVD 88     -        66.761  (meters)     219.03   (feet)  ADJUSTED  
 BH3353  ___________________________________________________________________
 BH3353  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BH3353  DYNAMIC HT  -          66.675 (meters)     218.75  (feet)  COMP
 BH3353  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 BH3353
 BH3353  VERT ORDER  -  SECOND    CLASS II
 BH3353
 BH3353.The horizontal coordinates were scaled from a topographic map and have
 BH3353.an estimated accuracy of +/- 6 seconds.
 BH3353
 BH3353.The orthometric height was determined by differential leveling
 BH3353.and adjusted in May 1996.
 BH3353
 BH3353.The geoid height was determined by GEOID03.
 BH3353
 BH3353.The dynamic height is computed by dividing the NAVD 88
 BH3353.geopotential number by the normal gravity value computed on the
 BH3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3353.degrees latitude (g = 980.6199 gals.).
 BH3353
 BH3353.The modeled gravity was interpolated from observed gravity values.
 BH3353
 BH3353;                    North         East    Units  Estimated Accuracy
 BH3353;SPC MS E     -   163,470.      265,240.      MT  (+/- 180 meters Scaled)
 BH3353
 BH3353                          SUPERSEDED SURVEY CONTROL
 BH3353
 BH3353.No superseded survey control is available for this station.
 BH3353
 BH3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV901288(NAD 83)
 BH3353_MARKER: DD = SURVEY DISK
 BH3353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3353_SP_SET: PIPE CULVERT
 BH3353_STAMPING: BM 49 V 202 1989
 BH3353_MARK LOGO: MSHD  
 BH3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3353+STABILITY: SURFACE MOTION
 BH3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3353+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3353
 BH3353  HISTORY     - Date     Condition        Report By
 BH3353  HISTORY     - 1989     MONUMENTED       MSHD
 BH3353
 BH3353                          STATION DESCRIPTION
 BH3353
 BH3353'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3353'MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHWEST OF WIGGINS, IN A
 BH3353'CULVERT UNDDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, AT A SLOUGH,
 BH3353'5.7 MI (9.2 KM) SOUTH OF BROOKLYN, 0.2 MI (0.3 KM) SOUTH OF MAXIE
 BH3353'CHURCH ROAD AND IS IN SECTION 9, T 1S, R 12W.  TO REACH FROM THE
 BH3353'JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49 7.35 MI (11.83 KM)
 BH3353'NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT
 BH3353'THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 1.7 MI
 BH3353'(2.7 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK
 BH3353'DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE NORTHEAST
 BH3353'HEADWALL OF A 30 INCH ROUND CONCRETE PIPE CULVERT, 52 FT (15.8 M)
 BH3353'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BH3353'ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3354 ***********************************************************************
 BH3354  DESIGNATION -  49 V 203
 BH3354  PID         -  BH3354
 BH3354  STATE/COUNTY-  MS/FORREST
 BH3354  USGS QUAD   -  BOND (1993)
 BH3354
 BH3354                         *CURRENT SURVEY CONTROL
 BH3354  ___________________________________________________________________
 BH3354* NAD 83(1986)-  30 59 01.     (N)    089 12 00.     (W)     SCALED    
 BH3354* NAVD 88     -        62.739  (meters)     205.84   (feet)  ADJUSTED  
 BH3354  ___________________________________________________________________
 BH3354  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BH3354  DYNAMIC HT  -          62.657 (meters)     205.57  (feet)  COMP
 BH3354  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BH3354
 BH3354  VERT ORDER  -  SECOND    CLASS II
 BH3354
 BH3354.The horizontal coordinates were scaled from a topographic map and have
 BH3354.an estimated accuracy of +/- 6 seconds.
 BH3354
 BH3354.The orthometric height was determined by differential leveling
 BH3354.and adjusted in May 1996.
 BH3354
 BH3354.The geoid height was determined by GEOID03.
 BH3354
 BH3354.The dynamic height is computed by dividing the NAVD 88
 BH3354.geopotential number by the normal gravity value computed on the
 BH3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3354.degrees latitude (g = 980.6199 gals.).
 BH3354
 BH3354.The modeled gravity was interpolated from observed gravity values.
 BH3354
 BH3354;                    North         East    Units  Estimated Accuracy
 BH3354;SPC MS E     -   164,520.      264,980.      MT  (+/- 180 meters Scaled)
 BH3354
 BH3354                          SUPERSEDED SURVEY CONTROL
 BH3354
 BH3354.No superseded survey control is available for this station.
 BH3354
 BH3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV899298(NAD 83)
 BH3354_MARKER: DD = SURVEY DISK
 BH3354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3354_SP_SET: PIPE CULVERT
 BH3354_STAMPING: BM 49 V 203 1989
 BH3354_MARK LOGO: MSHD  
 BH3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3354+STABILITY: SURFACE MOTION
 BH3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3354+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3354
 BH3354  HISTORY     - Date     Condition        Report By
 BH3354  HISTORY     - 1989     MONUMENTED       MSHD
 BH3354
 BH3354                          STATION DESCRIPTION
 BH3354
 BH3354'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3354'MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF WIGGINS, IN A
 BH3354'CULVERT UNDER THE NORTH BOUND LANE OF HIGHWAY 49, 5.1 MI (8.2 KM)
 BH3354'SOUTH OF BROOKLYN, 0.3 MI (0.5 KM) SOUTH OF THE BRIDGE OVER BEAVER
 BH3354'DAM CREEK AND IS IN SECTION 4, T 1S, R 12W.  TO REACH FROM THE
 BH3354'JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49, LOCATED 7.35 MI
 BH3354'(11.83 KM) NORTHWEST OF WIGGINS, GO NORTH ON U.S. HIGHWAY 49 FOR
 BH3354'2.45 MI (3.94 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE
 BH3354'MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE EAST
 BH3354'HEADWALL OF A 42 INCH ROUND CONCRETE PIPE CULVERT, 38.5 FT (11.7 M)
 BH3354'EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BH3354'5 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1900 ***********************************************************************
 BV1900  DESIGNATION -  49 V 204
 BV1900  PID         -  BV1900
 BV1900  STATE/COUNTY-  MS/FORREST
 BV1900  USGS QUAD   -  BROOKLYN (1983)
 BV1900
 BV1900                         *CURRENT SURVEY CONTROL
 BV1900  ___________________________________________________________________
 BV1900* NAD 83(1986)-  31 00 49.     (N)    089 12 05.     (W)     SCALED    
 BV1900* NAVD 88     -        64.905  (meters)     212.94   (feet)  ADJUSTED  
 BV1900  ___________________________________________________________________
 BV1900  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BV1900  DYNAMIC HT  -          64.821 (meters)     212.67  (feet)  COMP
 BV1900  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BV1900
 BV1900  VERT ORDER  -  SECOND    CLASS II
 BV1900
 BV1900.The horizontal coordinates were scaled from a topographic map and have
 BV1900.an estimated accuracy of +/- 6 seconds.
 BV1900
 BV1900.The orthometric height was determined by differential leveling
 BV1900.and adjusted in May 1996.
 BV1900
 BV1900.The geoid height was determined by GEOID03.
 BV1900
 BV1900.The dynamic height is computed by dividing the NAVD 88
 BV1900.geopotential number by the normal gravity value computed on the
 BV1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1900.degrees latitude (g = 980.6199 gals.).
 BV1900
 BV1900.The modeled gravity was interpolated from observed gravity values.
 BV1900
 BV1900;                    North         East    Units  Estimated Accuracy
 BV1900;SPC MS E     -   167,840.      264,860.      MT  (+/- 180 meters Scaled)
 BV1900
 BV1900                          SUPERSEDED SURVEY CONTROL
 BV1900
 BV1900.No superseded survey control is available for this station.
 BV1900
 BV1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV898331(NAD 83)
 BV1900_MARKER: DD = SURVEY DISK
 BV1900_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1900_SP_SET: DOUBLE BOX CULVERT
 BV1900_STAMPING: BM 49 V 204 1989
 BV1900_MARK LOGO: MSHD  
 BV1900_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1900+STABILITY: SURFACE MOTION
 BV1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1900+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BV1900
 BV1900  HISTORY     - Date     Condition        Report By
 BV1900  HISTORY     - 1989     MONUMENTED       MSHD
 BV1900  HISTORY     - 20040222 GOOD             USPSQD
 BV1900  HISTORY     - 20050320 GOOD             USPSQD
 BV1900
 BV1900                          STATION DESCRIPTION
 BV1900
 BV1900'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1900'MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTHWEST OF WIGGINS, IN A
 BV1900'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 3 MI (4.8 KM)
 BV1900'SOUTH OF BROOKLYN, 0.7 MI (1.1 KM) SOUTH OF A PAVED ROAD LEADING EAST
 BV1900'AND IS IN SECTION 28, T 1N, R 12W.  TO REACH FROM THE JUNCTION OF
 BV1900'STATE HIGHWAY 13 AND U.S. HIGHWAY 49, LOCATED 7.35 MI (11.83 KM)
 BV1900'NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, GO
 BV1900'NORTH ON U.S. HIGHWAY 49 FOR 4.5 MI (7.2 KM) TO THE MARK ON THE
 BV1900'LEFT.  MARK IS A MSHD REFERENCE MARK DISK, SET IN A DRILL HOLE IN THE
 BV1900'SOUTH END OF THE WEST HEADWALL OF AN 8 X 6 FOOT CONCRETE BOX CULVERT,
 BV1900'22.5 FT (6.9 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY
 BV1900'49 AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1900
 BV1900                          STATION RECOVERY (2004)
 BV1900
 BV1900'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1900'RECOVERED IN GOOD CONDITION.
 BV1900
 BV1900                          STATION RECOVERY (2005)
 BV1900
 BV1900'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1901 ***********************************************************************
 BV1901  DESIGNATION -  49 V 205
 BV1901  PID         -  BV1901
 BV1901  STATE/COUNTY-  MS/FORREST
 BV1901  USGS QUAD   -  BROOKLYN (1983)
 BV1901
 BV1901                         *CURRENT SURVEY CONTROL
 BV1901  ___________________________________________________________________
 BV1901* NAD 83(1986)-  31 02 23.     (N)    089 12 02.     (W)     SCALED    
 BV1901* NAVD 88     -        54.520  (meters)     178.87   (feet)  ADJUSTED  
 BV1901  ___________________________________________________________________
 BV1901  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BV1901  DYNAMIC HT  -          54.450 (meters)     178.64  (feet)  COMP
 BV1901  MODELED GRAV-     979,359.3   (mgal)                       NAVD 88
 BV1901
 BV1901  VERT ORDER  -  SECOND    CLASS II
 BV1901
 BV1901.The horizontal coordinates were scaled from a topographic map and have
 BV1901.an estimated accuracy of +/- 6 seconds.
 BV1901
 BV1901.The orthometric height was determined by differential leveling
 BV1901.and adjusted in May 1996.
 BV1901
 BV1901.The geoid height was determined by GEOID03.
 BV1901
 BV1901.The dynamic height is computed by dividing the NAVD 88
 BV1901.geopotential number by the normal gravity value computed on the
 BV1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1901.degrees latitude (g = 980.6199 gals.).
 BV1901
 BV1901.The modeled gravity was interpolated from observed gravity values.
 BV1901
 BV1901;                    North         East    Units  Estimated Accuracy
 BV1901;SPC MS E     -   170,740.      264,950.      MT  (+/- 180 meters Scaled)
 BV1901
 BV1901                          SUPERSEDED SURVEY CONTROL
 BV1901
 BV1901.No superseded survey control is available for this station.
 BV1901
 BV1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV899360(NAD 83)
 BV1901_MARKER: DD = SURVEY DISK
 BV1901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1901_SP_SET: PIPE CULVERT
 BV1901_STAMPING: BM 49 V 205 1989
 BV1901_MARK LOGO: MSHD  
 BV1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1901+STABILITY: SURFACE MOTION
 BV1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1901+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BV1901
 BV1901  HISTORY     - Date     Condition        Report By
 BV1901  HISTORY     - 1989     MONUMENTED       MSHD
 BV1901  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BV1901  HISTORY     - 20050320 GOOD             USPSQD
 BV1901
 BV1901                          STATION DESCRIPTION
 BV1901
 BV1901'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1901'MARK IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF WIGGINS, IN A
 BV1901'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.3 MI (2.1
 BV1901'KM) SOUTH OF BROOKLYN, 0.85 MI (1.37 KM) SOUTH OF THE BLACK CREEK
 BV1901'BRIDGE AND IS IN SECTION 21, T 1N, R 12W.  TO REACH FROM THE JUNCTION
 BV1901'OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49, 7.35 MI (11.83 KM)
 BV1901'NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, GO
 BV1901'NORTH ON U.S. HIGHWAY 49 FOR 6.15 MI (9.90 KM) TO AN ANGLING SIDE
 BV1901'ROAD RIGHT, CONTINUE NORTH OF U.S. HIGHWAY 49 FOR 0.25 MI (0.40 KM)
 BV1901'TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN
 BV1901'A DRILL HOLE IN THE SOUTH END OF THE EAST HEDWALL OF 42 INCH ROUND
 BV1901'CONCRETE PIPE CULVERT, 38.5 FT (11.7 M) EAST OF THE CENTER OF THE
 BV1901'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE
 BV1901'LEVEL OF THE HIGHWAY.
 BV1901
 BV1901                          STATION RECOVERY (2004)
 BV1901
 BV1901'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1901'HEADWALL HAS CRUMBLED AWAY AND MARK NOT FOUND AT THIS SITE.
 BV1901
 BV1901                          STATION RECOVERY (2005)
 BV1901
 BV1901'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1902 ***********************************************************************
 BV1902  DESIGNATION -  49 V 206
 BV1902  PID         -  BV1902
 BV1902  STATE/COUNTY-  MS/FORREST
 BV1902  USGS QUAD   -  BROOKLYN (1983)
 BV1902
 BV1902                         *CURRENT SURVEY CONTROL
 BV1902  ___________________________________________________________________
 BV1902* NAD 83(1986)-  31 03 09.     (N)    089 12 09.     (W)     SCALED    
 BV1902* NAVD 88     -        48.941  (meters)     160.57   (feet)  ADJUSTED  
 BV1902  ___________________________________________________________________
 BV1902  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV1902  DYNAMIC HT  -          48.878 (meters)     160.36  (feet)  COMP
 BV1902  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BV1902
 BV1902  VERT ORDER  -  SECOND    CLASS II
 BV1902
 BV1902.The horizontal coordinates were scaled from a topographic map and have
 BV1902.an estimated accuracy of +/- 6 seconds.
 BV1902
 BV1902.The orthometric height was determined by differential leveling
 BV1902.and adjusted in May 1996.
 BV1902
 BV1902.The geoid height was determined by GEOID03.
 BV1902
 BV1902.The dynamic height is computed by dividing the NAVD 88
 BV1902.geopotential number by the normal gravity value computed on the
 BV1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1902.degrees latitude (g = 980.6199 gals.).
 BV1902
 BV1902.The modeled gravity was interpolated from observed gravity values.
 BV1902
 BV1902;                    North         East    Units  Estimated Accuracy
 BV1902;SPC MS E     -   172,160.      264,760.      MT  (+/- 180 meters Scaled)
 BV1902
 BV1902                          SUPERSEDED SURVEY CONTROL
 BV1902
 BV1902.No superseded survey control is available for this station.
 BV1902
 BV1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV898375(NAD 83)
 BV1902_MARKER: DD = SURVEY DISK
 BV1902_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1902_SP_SET: BRIDGE ABUTMENT
 BV1902_STAMPING: BM 49 V 206 1989
 BV1902_MARK LOGO: MSHD  
 BV1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1902+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1902
 BV1902  HISTORY     - Date     Condition        Report By
 BV1902  HISTORY     - 1989     MONUMENTED       MSHD
 BV1902  HISTORY     - 20040222 GOOD             USPSQD
 BV1902  HISTORY     - 20050320 GOOD             USPSQD
 BV1902  HISTORY     - 20080201 GOOD             MSDOT
 BV1902
 BV1902                          STATION DESCRIPTION
 BV1902
 BV1902'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1902'MARK IS LOCATED ABOUT 19.5 MI (31.4 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1902'THE SOUTHEAST ABUTMENT OF THE U.S. HIGHWAY 49 NORTH BOUND BRIDGE
 BV1902'OVER BLACK CREEK, 13.8 MI (22.2 KM) NORTHWEST OF WIGGINS, 0.7 MI (1.1
 BV1902'KM) WEST SOUTHWEST OF BROOKLYN AND IS IN SECTION 16, T 1N, R 12W.  TO
 BV1902'REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49,
 BV1902'LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE
 BV1902'OVER STATE HIGHWAY 26, GO NORTH ON U.S HIGHWAY 49 FOR 7.15 MI (11.51
 BV1902'KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET
 BV1902'IN A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 BV1902'CONCRETE BRIDGE, 18 FT (5.5 M) NORTHEAST OF THE CENTER OF THE NORTH
 BV1902'BOUND LANE OF HIGHWAY 49 AND IS ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL
 BV1902'OF THE HIGHWAY.
 BV1902
 BV1902                          STATION RECOVERY (2004)
 BV1902
 BV1902'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1902'RECOVERED IN GOOD CONDITION.
 BV1902
 BV1902                          STATION RECOVERY (2005)
 BV1902
 BV1902'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1902'RECOVERED IN GOOD CONDITION.
 BV1902
 BV1902                          STATION RECOVERY (2008)
 BV1902
 BV1902'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1903 ***********************************************************************
 BV1903  DESIGNATION -  49 V 207
 BV1903  PID         -  BV1903
 BV1903  STATE/COUNTY-  MS/FORREST
 BV1903  USGS QUAD   -  BROOKLYN (1983)
 BV1903
 BV1903                         *CURRENT SURVEY CONTROL
 BV1903  ___________________________________________________________________
 BV1903* NAD 83(1986)-  31 04 24.     (N)    089 12 29.     (W)     SCALED    
 BV1903* NAVD 88     -        65.189  (meters)     213.87   (feet)  ADJUSTED  
 BV1903  ___________________________________________________________________
 BV1903  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BV1903  DYNAMIC HT  -          65.106 (meters)     213.60  (feet)  COMP
 BV1903  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BV1903
 BV1903  VERT ORDER  -  SECOND    CLASS II
 BV1903
 BV1903.The horizontal coordinates were scaled from a topographic map and have
 BV1903.an estimated accuracy of +/- 6 seconds.
 BV1903
 BV1903.The orthometric height was determined by differential leveling
 BV1903.and adjusted in May 1996.
 BV1903
 BV1903.The geoid height was determined by GEOID03.
 BV1903
 BV1903.The dynamic height is computed by dividing the NAVD 88
 BV1903.geopotential number by the normal gravity value computed on the
 BV1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1903.degrees latitude (g = 980.6199 gals.).
 BV1903
 BV1903.The modeled gravity was interpolated from observed gravity values.
 BV1903
 BV1903;                    North         East    Units  Estimated Accuracy
 BV1903;SPC MS E     -   174,470.      264,240.      MT  (+/- 180 meters Scaled)
 BV1903
 BV1903                          SUPERSEDED SURVEY CONTROL
 BV1903
 BV1903.No superseded survey control is available for this station.
 BV1903
 BV1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV893398(NAD 83)
 BV1903_MARKER: DD = SURVEY DISK
 BV1903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1903_SP_SET: PIPE CULVERT
 BV1903_STAMPING: BM 49 V 207 1989
 BV1903_MARK LOGO: MSHD  
 BV1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1903+STABILITY: SURFACE MOTION
 BV1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1903+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1903
 BV1903  HISTORY     - Date     Condition        Report By
 BV1903  HISTORY     - 1989     MONUMENTED       MSHD
 BV1903
 BV1903                          STATION DESCRIPTION
 BV1903
 BV1903'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1903'MARK IS LOCATED ABOUT 16.2 MI (26.1 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1903'A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 15.2 MI
 BV1903'(24.5 KM) NORTHWEST OF WIGGINS, 1.5 MI (2.4 KM) NORTHWEST OF
 BV1903'BROOKLYN, ABOUT 100 YDS EAST OF A SERVICE STATION, ABOUT 100 YDS
 BV1903'SOUTHWEST OF LOVELESS HARDWARE STORE AND IS IN SECTION 4, T 1N, R
 BV1903'12W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S.
 BV1903'HIGHWAY 49, LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S. HIGHWAY
 BV1903'49 BRIDGE OVER STATE HIGHWAY 26, GO NORTH ON U.S. HIGHWAY 49 FOR 7.8
 BV1903'MI (12.6 KM) TO THE JUNCTI0N OF CEMETARY STREET, CONTINUE NORTH ON
 BV1903'U.S. HIGHWAY 49 FOR 1 MI (1.6 KM) TO THE MARK ON THE RIGHT.  MARK IS
 BV1903'A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE, ON THE TOP CENTER OF
 BV1903'THE EAST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT, 52.5 FT (16.0
 BV1903'M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BV1903'ABOUT 16 FT (4.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1904 ***********************************************************************
 BV1904  DESIGNATION -  49 V 208
 BV1904  PID         -  BV1904
 BV1904  STATE/COUNTY-  MS/FORREST
 BV1904  USGS QUAD   -  BROOKLYN (1983)
 BV1904
 BV1904                         *CURRENT SURVEY CONTROL
 BV1904  ___________________________________________________________________
 BV1904* NAD 83(1986)-  31 04 57.     (N)    089 12 39.     (W)     SCALED    
 BV1904* NAVD 88     -        60.663  (meters)     199.03   (feet)  ADJUSTED  
 BV1904  ___________________________________________________________________
 BV1904  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV1904  DYNAMIC HT  -          60.586 (meters)     198.77  (feet)  COMP
 BV1904  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 BV1904
 BV1904  VERT ORDER  -  SECOND    CLASS II
 BV1904
 BV1904.The horizontal coordinates were scaled from a topographic map and have
 BV1904.an estimated accuracy of +/- 6 seconds.
 BV1904
 BV1904.The orthometric height was determined by differential leveling
 BV1904.and adjusted in May 1996.
 BV1904
 BV1904.The geoid height was determined by GEOID03.
 BV1904
 BV1904.The dynamic height is computed by dividing the NAVD 88
 BV1904.geopotential number by the normal gravity value computed on the
 BV1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1904.degrees latitude (g = 980.6199 gals.).
 BV1904
 BV1904.The modeled gravity was interpolated from observed gravity values.
 BV1904
 BV1904;                    North         East    Units  Estimated Accuracy
 BV1904;SPC MS E     -   175,480.      263,980.      MT  (+/- 180 meters Scaled)
 BV1904
 BV1904                          SUPERSEDED SURVEY CONTROL
 BV1904
 BV1904.No superseded survey control is available for this station.
 BV1904
 BV1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV890408(NAD 83)
 BV1904_MARKER: DD = SURVEY DISK
 BV1904_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1904_SP_SET: BOX CULVERT
 BV1904_STAMPING: BM 49 V 208 1989
 BV1904_MARK LOGO: MSHD  
 BV1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1904+STABILITY: SURFACE MOTION
 BV1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1904+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BV1904
 BV1904  HISTORY     - Date     Condition        Report By
 BV1904  HISTORY     - 1989     MONUMENTED       MSHD
 BV1904  HISTORY     - 20040222 GOOD             USPSQD
 BV1904  HISTORY     - 20050320 GOOD             USPSQD
 BV1904
 BV1904                          STATION DESCRIPTION
 BV1904
 BV1904'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1904'MARK IS LOCATED ABOUT 17.35 MI (27.92 KM) SOUTHEAST OF HARTTIESBURG,
 BV1904'IN A CULVERT UNDER THE UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY
 BV1904'49, 16 MI (25.7 KM) NORTHWEST OF WIGGING, 2.3 MI (3.7 KM) NORTHWEST
 BV1904'OF BROOKLYN AND IS NEAR THE NORTHWEST CORNER OF SECTION 4, T 1N, R
 BV1904'12W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S.
 BV1904'HIGHWAY 49, LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S. HIGHWAY
 BV1904'49 BRIDGE OVER STATE HIGHWAY 26, GO NORTH ON U.S. HIGHWAY 49 FOR 7.8
 BV1904'MI (12.6 KM) TO THE JUNCTION OF CEMETERY STREET ON THE RIGHT,
 BV1904'CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 1.7 MI (2.7 KM) TO THE MARK ON
 BV1904'THE RIGHT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTH END
 BV1904'OF THE EAST HEADWALL OF A 6 X 10 FOOT DOUBLE CONCRETE BOX CULVERT,
 BV1904'28.5 FT (8.7 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BV1904'49 AND IS ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1904
 BV1904                          STATION RECOVERY (2004)
 BV1904
 BV1904'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1904'RECOVERED IN GOOD CONDITION.
 BV1904
 BV1904                          STATION RECOVERY (2005)
 BV1904
 BV1904'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1905 ***********************************************************************
 BV1905  DESIGNATION -  49 V 209
 BV1905  PID         -  BV1905
 BV1905  STATE/COUNTY-  MS/FORREST
 BV1905  USGS QUAD   -  BROOKLYN (1983)
 BV1905
 BV1905                         *CURRENT SURVEY CONTROL
 BV1905  ___________________________________________________________________
 BV1905* NAD 83(1986)-  31 05 30.     (N)    089 12 44.     (W)     SCALED    
 BV1905* NAVD 88     -        58.498  (meters)     191.92   (feet)  ADJUSTED  
 BV1905  ___________________________________________________________________
 BV1905  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BV1905  DYNAMIC HT  -          58.424 (meters)     191.68  (feet)  COMP
 BV1905  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 BV1905
 BV1905  VERT ORDER  -  SECOND    CLASS II
 BV1905
 BV1905.The horizontal coordinates were scaled from a topographic map and have
 BV1905.an estimated accuracy of +/- 6 seconds.
 BV1905
 BV1905.The orthometric height was determined by differential leveling
 BV1905.and adjusted in May 1996.
 BV1905
 BV1905.The geoid height was determined by GEOID03.
 BV1905
 BV1905.The dynamic height is computed by dividing the NAVD 88
 BV1905.geopotential number by the normal gravity value computed on the
 BV1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1905.degrees latitude (g = 980.6199 gals.).
 BV1905
 BV1905.The modeled gravity was interpolated from observed gravity values.
 BV1905
 BV1905;                    North         East    Units  Estimated Accuracy
 BV1905;SPC MS E     -   176,500.      263,850.      MT  (+/- 180 meters Scaled)
 BV1905
 BV1905                          SUPERSEDED SURVEY CONTROL
 BV1905
 BV1905.No superseded survey control is available for this station.
 BV1905
 BV1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV889418(NAD 83)
 BV1905_MARKER: DD = SURVEY DISK
 BV1905_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1905_SP_SET: PIPE CULVERT
 BV1905_STAMPING: BM 49 V 209 1989
 BV1905_MARK LOGO: MSHD  
 BV1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1905+STABILITY: SURFACE MOTION
 BV1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1905+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1905
 BV1905  HISTORY     - Date     Condition        Report By
 BV1905  HISTORY     - 1989     MONUMENTED       MSHD
 BV1905  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BV1905
 BV1905                          STATION DESCRIPTION
 BV1905
 BV1905'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1905'MARK IS LOCATED ABOUT 16.9 MI (27.2 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1905'A CULVERT UNDER THE NORTH BIUND LANE OF U.S. HIGHWAY 49, 16.5 MI
 BV1905'(26.6 KM) NORTHWEST OF WIGGINS, 2.7 MI (4.3 KM) NORTHWEST OF BROOKLYN
 BV1905'AND IS IN SECTION 33, T2N R 12W.  TO REACH FROM THE JUNCTION OF STATE
 BV1905'HIGHWAY 13 AND U.S. HIGHWAY 49, LOCATED 7.35 MI (11.83 KM) NORTHWEST
 BV1905'OF THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, GO NORTH ON
 BV1905'U.S. HIGHWAY 49 FOR 9.6.  MI (15.45 KM) TO A CROSSROAD, CONTINUE
 BV1905'NORTH ON U.S. HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE MARK ON THE
 BV1905'RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1905'OVER U.S. HIGHWAY 98, ABOUT 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, BY
 BV1905'GOING SOUTH ON U.S. HIGHWAY 49 FOR 11.45 MI (18.43 KM) TO THE MARK
 BV1905'ON THE LEFT JUST BEFORE REACHING OTIS ROWELL ON THE MARK ON THE LEFE.
 BV1905'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP
 BV1905'CENTER OF THE EAST HEADWALL OF A 40 INCH ROUND CONCRETE PIPE CULVERT,
 BV1905'45 FT (13.7 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BV1905'49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1905
 BV1905                          STATION RECOVERY (2004)
 BV1905
 BV1905'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1905'HEADWALL COMPLETELY CLEARED OF DIRT AND DEBRIS. NO MARK WAS FOUND AT
 BV1905'THIS SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1906 ***********************************************************************
 BV1906  DESIGNATION -  49 V 210
 BV1906  PID         -  BV1906
 BV1906  STATE/COUNTY-  MS/FORREST
 BV1906  USGS QUAD   -  BROOKLYN (1983)
 BV1906
 BV1906                         *CURRENT SURVEY CONTROL
 BV1906  ___________________________________________________________________
 BV1906* NAD 83(1986)-  31 05 59.     (N)    089 12 52.     (W)     SCALED    
 BV1906* NAVD 88     -        55.352  (meters)     181.60   (feet)  ADJUSTED  
 BV1906  ___________________________________________________________________
 BV1906  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BV1906  DYNAMIC HT  -          55.282 (meters)     181.37  (feet)  COMP
 BV1906  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 BV1906
 BV1906  VERT ORDER  -  SECOND    CLASS II
 BV1906
 BV1906.The horizontal coordinates were scaled from a topographic map and have
 BV1906.an estimated accuracy of +/- 6 seconds.
 BV1906
 BV1906.The orthometric height was determined by differential leveling
 BV1906.and adjusted in May 1996.
 BV1906
 BV1906.The geoid height was determined by GEOID03.
 BV1906
 BV1906.The dynamic height is computed by dividing the NAVD 88
 BV1906.geopotential number by the normal gravity value computed on the
 BV1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1906.degrees latitude (g = 980.6199 gals.).
 BV1906
 BV1906.The modeled gravity was interpolated from observed gravity values.
 BV1906
 BV1906;                    North         East    Units  Estimated Accuracy
 BV1906;SPC MS E     -   177,400.      263,640.      MT  (+/- 180 meters Scaled)
 BV1906
 BV1906                          SUPERSEDED SURVEY CONTROL
 BV1906
 BV1906.No superseded survey control is available for this station.
 BV1906
 BV1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV887427(NAD 83)
 BV1906_MARKER: DD = SURVEY DISK
 BV1906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1906_SP_SET: BRIDGE ABUTMENT
 BV1906_STAMPING: BM 49 V 210 1989
 BV1906_MARK LOGO: MSHD  
 BV1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1906+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1906
 BV1906  HISTORY     - Date     Condition        Report By
 BV1906  HISTORY     - 1989     MONUMENTED       MSHD
 BV1906  HISTORY     - 20040222 GOOD             USPSQD
 BV1906  HISTORY     - 20050320 GOOD             USPSQD
 BV1906  HISTORY     - 20080201 GOOD             MSDOT
 BV1906
 BV1906                          STATION DESCRIPTION
 BV1906
 BV1906'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1906'MARK IS LOCATED ABOUT 17.2 MI (27.7 KM) NORTHWEST OF WIGGINS, IN THE
 BV1906'U.S. HIGHWAY 49 NORTH BOUND BRIDGE OVER WALLS CREEK, 16.3 MI (26.2
 BV1906'KM) SOUTHEAST OF HATTIESBURG, 3.3 MI (5.3 KM) NORTHWEST OF BROOKLYN
 BV1906'AND IS NEAR THE SOUTHEAST CORNER OF SECTION 29, T 2N, R 12W.  TO
 BV1906'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, 5.7 MI
 BV1906'(9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR
 BV1906'10.8 MI (17.4 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.  MARK IS A
 BV1906'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END OF THE
 BV1906'NORTH ABUTMENT OF A CONCRETE BRIDGE, 18.5 FT (5.6 M) EAST OF THE
 BV1906'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 0.5 FT (0.2
 BV1906'M) ABOVE THE LEVEL OF THE HIGHWAY.
 BV1906
 BV1906                          STATION RECOVERY (2004)
 BV1906
 BV1906'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1906'RECOVERED IN GOOD CONDITION.
 BV1906
 BV1906                          STATION RECOVERY (2005)
 BV1906
 BV1906'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1906'RECOVERED IN GOOD CONDITION.
 BV1906
 BV1906                          STATION RECOVERY (2008)
 BV1906
 BV1906'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1907 ***********************************************************************
 BV1907  DESIGNATION -  49 V 211
 BV1907  PID         -  BV1907
 BV1907  STATE/COUNTY-  MS/FORREST
 BV1907  USGS QUAD   -  BROOKLYN (1983)
 BV1907
 BV1907                         *CURRENT SURVEY CONTROL
 BV1907  ___________________________________________________________________
 BV1907* NAD 83(1986)-  31 06 41.     (N)    089 13 06.     (W)     SCALED    
 BV1907* NAVD 88     -        61.948  (meters)     203.24   (feet)  ADJUSTED  
 BV1907  ___________________________________________________________________
 BV1907  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BV1907  DYNAMIC HT  -          61.870 (meters)     202.99  (feet)  COMP
 BV1907  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 BV1907
 BV1907  VERT ORDER  -  SECOND    CLASS II
 BV1907
 BV1907.The horizontal coordinates were scaled from a topographic map and have
 BV1907.an estimated accuracy of +/- 6 seconds.
 BV1907
 BV1907.The orthometric height was determined by differential leveling
 BV1907.and adjusted in May 1996.
 BV1907
 BV1907.The geoid height was determined by GEOID03.
 BV1907
 BV1907.The dynamic height is computed by dividing the NAVD 88
 BV1907.geopotential number by the normal gravity value computed on the
 BV1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1907.degrees latitude (g = 980.6199 gals.).
 BV1907
 BV1907.The modeled gravity was interpolated from observed gravity values.
 BV1907
 BV1907;                    North         East    Units  Estimated Accuracy
 BV1907;SPC MS E     -   178,690.      263,280.      MT  (+/- 180 meters Scaled)
 BV1907
 BV1907                          SUPERSEDED SURVEY CONTROL
 BV1907
 BV1907.No superseded survey control is available for this station.
 BV1907
 BV1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV884440(NAD 83)
 BV1907_MARKER: DD = SURVEY DISK
 BV1907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1907_SP_SET: PIPE CULVERT
 BV1907_STAMPING: BM 49 V 211 1989
 BV1907_MARK LOGO: MSHD  
 BV1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1907+STABILITY: SURFACE MOTION
 BV1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1907+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1907
 BV1907  HISTORY     - Date     Condition        Report By
 BV1907  HISTORY     - 1989     MONUMENTED       MSHD
 BV1907
 BV1907                          STATION DESCRIPTION
 BV1907
 BV1907'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1907'MARK IS LOCATED ABOUT 17.9 MI (28.8 KM) NORTHWEST OF WIGGINS, IN A
 BV1907'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 15.5 MI (24.9
 BV1907'KM) SOUTHEAST OF HATTIESBURG, 4 MI (6.4 KM) NORTHWEST OF BROOKLYN AND
 BV1907'IS IN SECTION 29, T 2N, R 12W.  TO REACH FROM THE U.S. HIGHWAY 49
 BV1907'BRIDGE OVER U.S. HIGHWAY 98, 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG,
 BV1907'GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 10.O MI TO THE MARK ON THE LEFT.
 BV1907'MARK IS A MSHD DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE
 BV1907'NORTRHEAST HEADWALL OF A 30 INCH ROUND CONCRETE PIPE CULVERT, 40.5 FT
 BV1907'(12.3 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BV1907'49 AND IS ABOUT 10 FT (3.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1908 ***********************************************************************
 BV1908  DESIGNATION -  49 V 212
 BV1908  PID         -  BV1908
 BV1908  STATE/COUNTY-  MS/FORREST
 BV1908  USGS QUAD   -  BROOKLYN (1983)
 BV1908
 BV1908                         *CURRENT SURVEY CONTROL
 BV1908  ___________________________________________________________________
 BV1908* NAD 83(1986)-  31 07 19.     (N)    089 13 26.     (W)     SCALED    
 BV1908* NAVD 88     -        68.561  (meters)     224.94   (feet)  ADJUSTED  
 BV1908  ___________________________________________________________________
 BV1908  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV1908  DYNAMIC HT  -          68.475 (meters)     224.66  (feet)  COMP
 BV1908  MODELED GRAV-     979,378.0   (mgal)                       NAVD 88
 BV1908
 BV1908  VERT ORDER  -  SECOND    CLASS II
 BV1908
 BV1908.The horizontal coordinates were scaled from a topographic map and have
 BV1908.an estimated accuracy of +/- 6 seconds.
 BV1908
 BV1908.The orthometric height was determined by differential leveling
 BV1908.and adjusted in May 1996.
 BV1908
 BV1908.The geoid height was determined by GEOID03.
 BV1908
 BV1908.The dynamic height is computed by dividing the NAVD 88
 BV1908.geopotential number by the normal gravity value computed on the
 BV1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1908.degrees latitude (g = 980.6199 gals.).
 BV1908
 BV1908.The modeled gravity was interpolated from observed gravity values.
 BV1908
 BV1908;                    North         East    Units  Estimated Accuracy
 BV1908;SPC MS E     -   179,860.      262,750.      MT  (+/- 180 meters Scaled)
 BV1908
 BV1908                          SUPERSEDED SURVEY CONTROL
 BV1908
 BV1908.No superseded survey control is available for this station.
 BV1908
 BV1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV879452(NAD 83)
 BV1908_MARKER: DD = SURVEY DISK
 BV1908_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1908_SP_SET: PIPE CULVERT
 BV1908_STAMPING: BM 49 V 212 1989
 BV1908_MARK LOGO: MSHD  
 BV1908_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1908+STABILITY: SURFACE MOTION
 BV1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1908+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1908
 BV1908  HISTORY     - Date     Condition        Report By
 BV1908  HISTORY     - 1989     MONUMENTED       MSHD
 BV1908
 BV1908                          STATION DESCRIPTION
 BV1908
 BV1908'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1908'MARK IS LOCATED ABOUT 14.7 MI (23.7 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1908'A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.8 MI (7.7
 BV1908'KM) NORTHWEST OF BROOKLYN AND IS IN SECTION 20, T 2N, R 12W.  TO
 BV1908'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, 5.7 MI
 BV1908'(9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR
 BV1908'9.05 MI (14.56 KM) TO A SIDE ROAD RIGHT, CONTINUE SOUTHEAST ON U.S.
 BV1908'HIGHWAY 49 FOR 0.35 MI (0.56 KM) TO A CROSSOVER AND THE MARK ON THE
 BV1908'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE NEAR
 BV1908'THE TOP CENTER OF THE NORTHEAST HEADWALL OF AN 18 INCH ROUND CONCRETE
 BV1908'PIPE CULVERT, 98 FT (29.9 M) SOUTH OF THE PROJECTED CENTER OF A
 BV1908'CROSSOVER, 28.5 FT (8.7 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1908'LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 BV1908'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1909 ***********************************************************************
 BV1909  DESIGNATION -  49 V 213
 BV1909  PID         -  BV1909
 BV1909  STATE/COUNTY-  MS/FORREST
 BV1909  USGS QUAD   -  MC LAURIN (1983)
 BV1909
 BV1909                         *CURRENT SURVEY CONTROL
 BV1909  ___________________________________________________________________
 BV1909* NAD 83(1986)-  31 08 00.     (N)    089 13 44.     (W)     SCALED    
 BV1909* NAVD 88     -        66.274  (meters)     217.43   (feet)  ADJUSTED  
 BV1909  ___________________________________________________________________
 BV1909  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BV1909  DYNAMIC HT  -          66.191 (meters)     217.16  (feet)  COMP
 BV1909  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 BV1909
 BV1909  VERT ORDER  -  SECOND    CLASS II
 BV1909
 BV1909.The horizontal coordinates were scaled from a topographic map and have
 BV1909.an estimated accuracy of +/- 6 seconds.
 BV1909
 BV1909.The orthometric height was determined by differential leveling
 BV1909.and adjusted in May 1996.
 BV1909
 BV1909.The geoid height was determined by GEOID03.
 BV1909
 BV1909.The dynamic height is computed by dividing the NAVD 88
 BV1909.geopotential number by the normal gravity value computed on the
 BV1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1909.degrees latitude (g = 980.6199 gals.).
 BV1909
 BV1909.The modeled gravity was interpolated from observed gravity values.
 BV1909
 BV1909;                    North         East    Units  Estimated Accuracy
 BV1909;SPC MS E     -   181,130.      262,280.      MT  (+/- 180 meters Scaled)
 BV1909
 BV1909                          SUPERSEDED SURVEY CONTROL
 BV1909
 BV1909.No superseded survey control is available for this station.
 BV1909
 BV1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV874465(NAD 83)
 BV1909_MARKER: DD = SURVEY DISK
 BV1909_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1909_SP_SET: PIPE CULVERT
 BV1909_STAMPING: BM 49 V 213 1989
 BV1909_MARK LOGO: MSHD  
 BV1909_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1909+STABILITY: SURFACE MOTION
 BV1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1909+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1909
 BV1909  HISTORY     - Date     Condition        Report By
 BV1909  HISTORY     - 1989     MONUMENTED       MSHD
 BV1909
 BV1909                          STATION DESCRIPTION
 BV1909
 BV1909'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1909'MARK IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1909'A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.7 MI (9.2
 BV1909'KM) NORTHWEST OF BROOKLYN AND IS IN SECTION 17, T 2N, R 12W.  TO
 BV1909'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, 5.7 MI
 BV1909'(9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 8
 BV1909'MI (12.9 KM) TO THE ENTRANCE TO THE PAUL B. JOHNSON STATE PARK,
 BV1909'CONTINUE SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.35 MI (0.56 KM) TO THE
 BV1909'MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL
 BV1909'HOLE NEAR THE TOP CENTER OF THE NORTHEAST HEADWALL OF AN 18 INCH
 BV1909'ROUND CONCRETE PIPE CULVERT, 28 FT (8.5 M) NORTHEAST OF THE CENTER OF
 BV1909'THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW
 BV1909'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1910 ***********************************************************************
 BV1910  DESIGNATION -  49 V 214
 BV1910  PID         -  BV1910
 BV1910  STATE/COUNTY-  MS/FORREST
 BV1910  USGS QUAD   -  MC LAURIN (1983)
 BV1910
 BV1910                         *CURRENT SURVEY CONTROL
 BV1910  ___________________________________________________________________
 BV1910* NAD 83(1986)-  31 08 34.     (N)    089 13 46.     (W)     SCALED    
 BV1910* NAVD 88     -        75.970  (meters)     249.24   (feet)  ADJUSTED  
 BV1910  ___________________________________________________________________
 BV1910  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BV1910  DYNAMIC HT  -          75.874 (meters)     248.93  (feet)  COMP
 BV1910  MODELED GRAV-     979,379.7   (mgal)                       NAVD 88
 BV1910
 BV1910  VERT ORDER  -  SECOND    CLASS II
 BV1910
 BV1910.The horizontal coordinates were scaled from a topographic map and have
 BV1910.an estimated accuracy of +/- 6 seconds.
 BV1910
 BV1910.The orthometric height was determined by differential leveling
 BV1910.and adjusted in May 1996.
 BV1910
 BV1910.The geoid height was determined by GEOID03.
 BV1910
 BV1910.The dynamic height is computed by dividing the NAVD 88
 BV1910.geopotential number by the normal gravity value computed on the
 BV1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1910.degrees latitude (g = 980.6199 gals.).
 BV1910
 BV1910.The modeled gravity was interpolated from observed gravity values.
 BV1910
 BV1910;                    North         East    Units  Estimated Accuracy
 BV1910;SPC MS E     -   182,170.      262,230.      MT  (+/- 180 meters Scaled)
 BV1910
 BV1910                          SUPERSEDED SURVEY CONTROL
 BV1910
 BV1910.No superseded survey control is available for this station.
 BV1910
 BV1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV874475(NAD 83)
 BV1910_MARKER: DD = SURVEY DISK
 BV1910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1910_SP_SET: PIPE CULVERT
 BV1910_STAMPING: BM 49 V 214 1989
 BV1910_MARK LOGO: MSHD  
 BV1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1910+STABILITY: SURFACE MOTION
 BV1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1910+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1910
 BV1910  HISTORY     - Date     Condition        Report By
 BV1910  HISTORY     - 1989     MONUMENTED       MSHD
 BV1910
 BV1910                          STATION DESCRIPTION
 BV1910
 BV1910'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1910'MARK IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHEAST OF HATTIESBURG, IN A
 BV1910'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.4 MI (10.3
 BV1910'KM) NORTHWEST OF BROOKLYN, 0.5 MI (0.8 KM) NORTH OF THE MAIN EATRANCE
 BV1910'TO THE PAUL B. JOHNSON STATE PARK AND IS IN SECTION 7, T 2N, R 12W.
 BV1910'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, 5.7
 BV1910'MI (9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S. HIGHWAY 49
 BV1910'FOR 7.5 MI (12.1 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD
 BV1910'REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE
 BV1910'NORTHEAST HEADWALL OF A 30 INCH ROUND CONCRETE PIPE CULVERT, 36.5 FT
 BV1910'(11.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BV1910'49 AND IS ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1911 ***********************************************************************
 BV1911  DESIGNATION -  49 V 215
 BV1911  PID         -  BV1911
 BV1911  STATE/COUNTY-  MS/FORREST
 BV1911  USGS QUAD   -  MC LAURIN (1983)
 BV1911
 BV1911                         *CURRENT SURVEY CONTROL
 BV1911  ___________________________________________________________________
 BV1911* NAD 83(1986)-  31 09 26.     (N)    089 14 21.     (W)     SCALED    
 BV1911* NAVD 88     -        72.408  (meters)     237.56   (feet)  ADJUSTED  
 BV1911  ___________________________________________________________________
 BV1911  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BV1911  DYNAMIC HT  -          72.317 (meters)     237.26  (feet)  COMP
 BV1911  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BV1911
 BV1911  VERT ORDER  -  SECOND    CLASS II
 BV1911
 BV1911.The horizontal coordinates were scaled from a topographic map and have
 BV1911.an estimated accuracy of +/- 6 seconds.
 BV1911
 BV1911.The orthometric height was determined by differential leveling
 BV1911.and adjusted in May 1996.
 BV1911
 BV1911.The geoid height was determined by GEOID03.
 BV1911
 BV1911.The dynamic height is computed by dividing the NAVD 88
 BV1911.geopotential number by the normal gravity value computed on the
 BV1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1911.degrees latitude (g = 980.6199 gals.).
 BV1911
 BV1911.The modeled gravity was interpolated from observed gravity values.
 BV1911
 BV1911;                    North         East    Units  Estimated Accuracy
 BV1911;SPC MS E     -   183,780.      261,310.      MT  (+/- 180 meters Scaled)
 BV1911
 BV1911                          SUPERSEDED SURVEY CONTROL
 BV1911
 BV1911.No superseded survey control is available for this station.
 BV1911
 BV1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV865491(NAD 83)
 BV1911_MARKER: DD = SURVEY DISK
 BV1911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1911_SP_SET: BRIDGE ABUTMENT
 BV1911_STAMPING: BM 49 V 215 1989
 BV1911_MARK LOGO: MSHD  
 BV1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1911+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1911
 BV1911  HISTORY     - Date     Condition        Report By
 BV1911  HISTORY     - 1989     MONUMENTED       MSHD
 BV1911
 BV1911                          STATION DESCRIPTION
 BV1911
 BV1911'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1911'MARK IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1911'THE U.S. HIGHWAY 49 NORTH BOUND BRIDGE OVER MORRIS BRANCH, 1.6 MI
 BV1911'(2.6 KM) NORTHWEST OF THE ENTRANCE TO PAUL B. JOHNSON STATE PARK,
 BV1911'0.15 MI (0.24 KM) NORTHWEST OF A CROSSROAD, ABOUT A 100 YDS NORTHWEST
 BV1911'OF A SERVICE STATION AND IS IN SECTION 6, T 2N, R 12W.  TO REACH FROM
 BV1911'THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, LOCATED 5.7 MI
 BV1911'(9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST OF U.S. HIGHWAY 49 FOR
 BV1911'6.4 MI (10.3 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.  MARK IS A
 BV1911'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE, IN THE NORTHEAST END OF
 BV1911'THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 18 FT (5.5 M) NORTHEAST
 BV1911'OF THE CENTER OF THE NORTH BOUND LANE OF HOGHWAY 49 AND IS ABOUT 0.5
 BV1911'FT (0.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1912 ***********************************************************************
 BV1912  DESIGNATION -  49 V 216
 BV1912  PID         -  BV1912
 BV1912  STATE/COUNTY-  MS/FORREST
 BV1912  USGS QUAD   -  MC LAURIN (1983)
 BV1912
 BV1912                         *CURRENT SURVEY CONTROL
 BV1912  ___________________________________________________________________
 BV1912* NAD 83(1986)-  31 10 07.     (N)    089 14 38.     (W)     SCALED    
 BV1912* NAVD 88     -        92.643  (meters)     303.95   (feet)  ADJUSTED  
 BV1912  ___________________________________________________________________
 BV1912  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BV1912  DYNAMIC HT  -          92.526 (meters)     303.56  (feet)  COMP
 BV1912  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 BV1912
 BV1912  VERT ORDER  -  SECOND    CLASS II
 BV1912
 BV1912.The horizontal coordinates were scaled from a topographic map and have
 BV1912.an estimated accuracy of +/- 6 seconds.
 BV1912
 BV1912.The orthometric height was determined by differential leveling
 BV1912.and adjusted in May 1996.
 BV1912
 BV1912.The geoid height was determined by GEOID03.
 BV1912
 BV1912.The dynamic height is computed by dividing the NAVD 88
 BV1912.geopotential number by the normal gravity value computed on the
 BV1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1912.degrees latitude (g = 980.6199 gals.).
 BV1912
 BV1912.The modeled gravity was interpolated from observed gravity values.
 BV1912
 BV1912;                    North         East    Units  Estimated Accuracy
 BV1912;SPC MS E     -   185,040.      260,860.      MT  (+/- 180 meters Scaled)
 BV1912
 BV1912                          SUPERSEDED SURVEY CONTROL
 BV1912
 BV1912.No superseded survey control is available for this station.
 BV1912
 BV1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV861504(NAD 83)
 BV1912_MARKER: DD = SURVEY DISK
 BV1912_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1912_SP_SET: PIPE CULVERT
 BV1912_STAMPING: BM 49 V 216 1989
 BV1912_MARK LOGO: MSHD  
 BV1912_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1912+STABILITY: SURFACE MOTION
 BV1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1912+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1912
 BV1912  HISTORY     - Date     Condition        Report By
 BV1912  HISTORY     - 1989     MONUMENTED       MSHD
 BV1912
 BV1912                          STATION DESCRIPTION
 BV1912
 BV1912'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1912'MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) SOUTHEAST OF HATTIESBURG, IN
 BV1912'A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, IN THE
 BV1912'NORTHEAST ANGLE OF THE JUNCTION OF A PAVED ROAD LEADING EAST TO MC
 BV1912'LAURIN, 2.35 MI (3.78 KM) NORTHWEST OF THE ENTRANCE TO THE PAUL B.
 BV1912'JOHNSON STATE PARK, 1.5 MI (2.4 KM) WEST OF MC LAURIN AND IS IN
 BV1912'SECTION 6, T 2N, R 12W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1912'OVER U.S. HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG,
 BV1912'GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.65 MI (9.09 KM) TO A SIDE ROAD
 BV1912'AND THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN
 BV1912'A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 18
 BV1912'INCH ROUND CONCRETE PIPE CULVERT, 134.5 FT (41.0 M) NORTH OF THE
 BV1912'CENTER OF A PAVED ROAD, 48 FT (14.6 M) NORTHEAST OF THE CENTER OF THE
 BV1912'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5 FT (1.5 M) BELOW THE
 BV1912'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1913 ***********************************************************************
 BV1913  DESIGNATION -  49 V 217
 BV1913  PID         -  BV1913
 BV1913  STATE/COUNTY-  MS/FORREST
 BV1913  USGS QUAD   -  MC LAURIN (1983)
 BV1913
 BV1913                         *CURRENT SURVEY CONTROL
 BV1913  ___________________________________________________________________
 BV1913* NAD 83(1986)-  31 10 49.     (N)    089 14 55.     (W)     SCALED    
 BV1913* NAVD 88     -        84.301  (meters)     276.58   (feet)  ADJUSTED  
 BV1913  ___________________________________________________________________
 BV1913  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BV1913  DYNAMIC HT  -          84.196 (meters)     276.23  (feet)  COMP
 BV1913  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 BV1913
 BV1913  VERT ORDER  -  SECOND    CLASS II
 BV1913
 BV1913.The horizontal coordinates were scaled from a topographic map and have
 BV1913.an estimated accuracy of +/- 6 seconds.
 BV1913
 BV1913.The orthometric height was determined by differential leveling
 BV1913.and adjusted in May 1996.
 BV1913
 BV1913.The geoid height was determined by GEOID03.
 BV1913
 BV1913.The dynamic height is computed by dividing the NAVD 88
 BV1913.geopotential number by the normal gravity value computed on the
 BV1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1913.degrees latitude (g = 980.6199 gals.).
 BV1913
 BV1913.The modeled gravity was interpolated from observed gravity values.
 BV1913
 BV1913;                    North         East    Units  Estimated Accuracy
 BV1913;SPC MS E     -   186,340.      260,420.      MT  (+/- 180 meters Scaled)
 BV1913
 BV1913                          SUPERSEDED SURVEY CONTROL
 BV1913
 BV1913.No superseded survey control is available for this station.
 BV1913
 BV1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV857517(NAD 83)
 BV1913_MARKER: DD = SURVEY DISK
 BV1913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1913_SP_SET: PIPE CULVERT
 BV1913_STAMPING: BM 49 V 217 1989
 BV1913_MARK LOGO: MSHD  
 BV1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1913+STABILITY: SURFACE MOTION
 BV1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1913+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1913
 BV1913  HISTORY     - Date     Condition        Report By
 BV1913  HISTORY     - 1989     MONUMENTED       MSHD
 BV1913
 BV1913                          STATION DESCRIPTION
 BV1913
 BV1913'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1913'MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH OF HATTIESBURG, IN A
 BV1913'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2 MI (3.2 KM)
 BV1913'NORTHWEST OF MC LAURIN, 0.85 MI (1.37 KM) NORTHWEST OF A PAVED ROAD
 BV1913'LEADING EAST TO MC LAURIN AND IS IN SECTION 36, T 3N, R 13W.  TO
 BV1913'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, LOCATED
 BV1913'5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S HIGHWAY 49
 BV1913'FOR 4.3 MI (6.9 KM) TO A CROSSROAD, ( EAST LEG LEADING TO CAMP SHELBY
 BV1913'), CONTINUE SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.5 MI (0.8 KM) TO THE
 BV1913'MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL
 BV1913'HOLE NEAR THE TOP CENTER OF THE NORTHEAST HEADWALL OF A 30 INCH ROUND
 BV1913'CONCRETE PIPE CULVERT, 32 FT (9.8 M) NORTHEAST OF THE CENTER OF THE
 BV1913'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1914 ***********************************************************************
 BV1914  DESIGNATION -  49 V 218
 BV1914  PID         -  BV1914
 BV1914  STATE/COUNTY-  MS/FORREST
 BV1914  USGS QUAD   -  DIXIE (1982)
 BV1914
 BV1914                         *CURRENT SURVEY CONTROL
 BV1914  ___________________________________________________________________
 BV1914* NAD 83(1986)-  31 11 04.     (N)    089 15 00.     (W)     SCALED    
 BV1914* NAVD 88     -        88.201  (meters)     289.37   (feet)  ADJUSTED  
 BV1914  ___________________________________________________________________
 BV1914  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BV1914  DYNAMIC HT  -          88.091 (meters)     289.01  (feet)  COMP
 BV1914  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 BV1914
 BV1914  VERT ORDER  -  SECOND    CLASS II
 BV1914
 BV1914.The horizontal coordinates were scaled from a topographic map and have
 BV1914.an estimated accuracy of +/- 6 seconds.
 BV1914
 BV1914.The orthometric height was determined by differential leveling
 BV1914.and adjusted in May 1996.
 BV1914
 BV1914.The geoid height was determined by GEOID03.
 BV1914
 BV1914.The dynamic height is computed by dividing the NAVD 88
 BV1914.geopotential number by the normal gravity value computed on the
 BV1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1914.degrees latitude (g = 980.6199 gals.).
 BV1914
 BV1914.The modeled gravity was interpolated from observed gravity values.
 BV1914
 BV1914;                    North         East    Units  Estimated Accuracy
 BV1914;SPC MS E     -   186,800.      260,290.      MT  (+/- 180 meters Scaled)
 BV1914
 BV1914                          SUPERSEDED SURVEY CONTROL
 BV1914
 BV1914.No superseded survey control is available for this station.
 BV1914
 BV1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV855522(NAD 83)
 BV1914_MARKER: DD = SURVEY DISK
 BV1914_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1914_SP_SET: PIPE CULVERT
 BV1914_STAMPING: BM 49 V 218 1989
 BV1914_MARK LOGO: MSHD  
 BV1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1914+STABILITY: SURFACE MOTION
 BV1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1914+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1914
 BV1914  HISTORY     - Date     Condition        Report By
 BV1914  HISTORY     - 1989     MONUMENTED       MSHD
 BV1914
 BV1914                          STATION DESCRIPTION
 BV1914
 BV1914'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1914'MARK IS LOCATED ABOUT 10 MI (16.1 KM) SOUTH OF HATTIESBURG, IN A
 BV1914'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.3 MI (3.7
 BV1914'KM) NORTHWEST OF MC LAURIN AND IS IN SECTION 36, T 3N, R 13W.  TO
 BV1914'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, LOCATED
 BV1914'5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S HIGHWAY 49
 BV1914'FOR 4.3 MI (6.9 KM) TO A CROSSROAD, ( EAST LEG LEADING TO CAMP SHELBY
 BV1914'), CONTINUE SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.15 MI (0.24 KM) TO
 BV1914'THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV1914'DRILL HOLE NEAR THE TOP CENTER OF THE NORTHEAST HEADWALL OF A 30 INCH
 BV1914'ROUND CONCRETE PIPE CULVERT, 50 FT (15.2 M) NORTHEAST OF THE CENTER
 BV1914'OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 10 FT (3.0 M)
 BV1914'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1919 ***********************************************************************
 BV1919  DESIGNATION -  49 V 219
 BV1919  PID         -  BV1919
 BV1919  STATE/COUNTY-  MS/FORREST
 BV1919  USGS QUAD   -  DIXIE (1982)
 BV1919
 BV1919                         *CURRENT SURVEY CONTROL
 BV1919  ___________________________________________________________________
 BV1919* NAD 83(1986)-  31 11 29.     (N)    089 15 10.     (W)     SCALED    
 BV1919* NAVD 88     -        90.735  (meters)     297.69   (feet)  ADJUSTED  
 BV1919  ___________________________________________________________________
 BV1919  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BV1919  DYNAMIC HT  -          90.622 (meters)     297.32  (feet)  COMP
 BV1919  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BV1919
 BV1919  VERT ORDER  -  SECOND    CLASS II
 BV1919
 BV1919.The horizontal coordinates were scaled from a topographic map and have
 BV1919.an estimated accuracy of +/- 6 seconds.
 BV1919
 BV1919.The orthometric height was determined by differential leveling
 BV1919.and adjusted in May 1996.
 BV1919
 BV1919.The geoid height was determined by GEOID03.
 BV1919
 BV1919.The dynamic height is computed by dividing the NAVD 88
 BV1919.geopotential number by the normal gravity value computed on the
 BV1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1919.degrees latitude (g = 980.6199 gals.).
 BV1919
 BV1919.The modeled gravity was interpolated from observed gravity values.
 BV1919
 BV1919;                    North         East    Units  Estimated Accuracy
 BV1919;SPC MS E     -   187,570.      260,020.      MT  (+/- 180 meters Scaled)
 BV1919
 BV1919                          SUPERSEDED SURVEY CONTROL
 BV1919
 BV1919.No superseded survey control is available for this station.
 BV1919
 BV1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV853529(NAD 83)
 BV1919_MARKER: DD = SURVEY DISK
 BV1919_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1919_SP_SET: PIPE CULVERT
 BV1919_STAMPING: BM 49 V 219 1989
 BV1919_MARK LOGO: MSHD  
 BV1919_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1919+STABILITY: SURFACE MOTION
 BV1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1919+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1919
 BV1919  HISTORY     - Date     Condition        Report By
 BV1919  HISTORY     - 1989     MONUMENTED       MSHD
 BV1919
 BV1919                          STATION DESCRIPTION
 BV1919
 BV1919'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1919'MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF HATTIESBURG, IN A
 BV1919'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.6 MI (4.2
 BV1919'KM) NORTHWEST OF MC LAURIN, 0.3 MI (0.5 KM) NORTH OF A SIDE ROAD
 BV1919'LEADING EAST TO THE SOUTH GATE TO CAMP SHELBY AND IS IN SECTION 25, T
 BV1919'3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S.
 BV1919'HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO
 BV1919'SOUTHEAST ON U.S. HIGHWAY 49 FOR 4 MI (6.4 KM) TO THE MARK ON THE
 BV1919'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN NEAR
 BV1919'THE TOP CENTER OF NORTHEAST HEADWALL OF AN 18 INCH ROUND CONCRETE
 BV1919'PIPE CULVERT, 52 FT (15.8 M) NORTHEAST OF THE CENTER OF HIGHWAY 49
 BV1919'AND IS ABOUT 13 FT (4.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0097 ***********************************************************************
 CP0097  DESIGNATION -  49 V 22 RESET
 CP0097  PID         -  CP0097
 CP0097  STATE/COUNTY-  MS/MADISON
 CP0097  USGS QUAD   -  FLORA (1988)
 CP0097
 CP0097                         *CURRENT SURVEY CONTROL
 CP0097  ___________________________________________________________________
 CP0097* NAD 83(1986)-  32 36 54.     (N)    090 22 06.     (W)     SCALED    
 CP0097* NAVD 88     -        49.10   (+/-2cm)     161.1    (feet)  VERTCON   
 CP0097  ___________________________________________________________________
 CP0097  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CP0097  VERT ORDER  -  THIRD (See Below)
 CP0097
 CP0097.The horizontal coordinates were scaled from a topographic map and have
 CP0097.an estimated accuracy of +/- 6 seconds.
 CP0097
 CP0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0097.The vertical order pertains to the NGVD 29 superseded value.
 CP0097
 CP0097.The geoid height was determined by GEOID03.
 CP0097
 CP0097;                    North         East    Units  Estimated Accuracy
 CP0097;SPC MS W     -   345,350.      696,720.      MT  (+/- 180 meters Scaled)
 CP0097
 CP0097                          SUPERSEDED SURVEY CONTROL
 CP0097
 CP0097  NGVD 29 (08/12/04)   49.18   (m)          161.4    (f) RESET       3  
 CP0097
 CP0097.Superseded values are not recommended for survey control.
 CP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0097.See file dsdata.txt to determine how the superseded data were derived.
 CP0097
 CP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS469116(NAD 83)
 CP0097_MARKER: DB = BENCH MARK DISK
 CP0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0097_SP_SET: CULVERT
 CP0097_STAMPING: 49V-22 RESET 1977
 CP0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0097
 CP0097  HISTORY     - Date     Condition        Report By
 CP0097  HISTORY     - 1977     MONUMENTED       NGS
 CP0097
 CP0097                          STATION DESCRIPTION
 CP0097
 CP0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CP0097'1.8 MI SE FROM BENTONIA.
 CP0097'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 49 FROM THE JUNCTION OF STATE
 CP0097'HIGHWAY 433 IN BENTONIA, 44 FEET WEST OF THE CENTER OF THE SOUTH-BOUND
 CP0097'LANE OF HIGHWAY, 0.7 FOOT NORTH OF SOUTH END OF CULVERT AND SET IN
 CP0097'DRILL HOLE IN THE SOUTHWEST END OF CONCRETE HEADWALL OF LARGE BOX
 CP0097'CULVERT, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1920 ***********************************************************************
 BV1920  DESIGNATION -  49 V 220
 BV1920  PID         -  BV1920
 BV1920  STATE/COUNTY-  MS/FORREST
 BV1920  USGS QUAD   -  DIXIE (1982)
 BV1920
 BV1920                         *CURRENT SURVEY CONTROL
 BV1920  ___________________________________________________________________
 BV1920* NAD 83(1986)-  31 12 12.     (N)    089 15 30.     (W)     SCALED    
 BV1920* NAVD 88     -        76.728  (meters)     251.73   (feet)  ADJUSTED  
 BV1920  ___________________________________________________________________
 BV1920  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV1920  DYNAMIC HT  -          76.633 (meters)     251.42  (feet)  COMP
 BV1920  MODELED GRAV-     979,394.4   (mgal)                       NAVD 88
 BV1920
 BV1920  VERT ORDER  -  SECOND    CLASS II
 BV1920
 BV1920.The horizontal coordinates were scaled from a topographic map and have
 BV1920.an estimated accuracy of +/- 6 seconds.
 BV1920
 BV1920.The orthometric height was determined by differential leveling
 BV1920.and adjusted in May 1996.
 BV1920
 BV1920.The geoid height was determined by GEOID03.
 BV1920
 BV1920.The dynamic height is computed by dividing the NAVD 88
 BV1920.geopotential number by the normal gravity value computed on the
 BV1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1920.degrees latitude (g = 980.6199 gals.).
 BV1920
 BV1920.The modeled gravity was interpolated from observed gravity values.
 BV1920
 BV1920;                    North         East    Units  Estimated Accuracy
 BV1920;SPC MS E     -   188,900.      259,500.      MT  (+/- 180 meters Scaled)
 BV1920
 BV1920                          SUPERSEDED SURVEY CONTROL
 BV1920
 BV1920.No superseded survey control is available for this station.
 BV1920
 BV1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV848543(NAD 83)
 BV1920_MARKER: DD = SURVEY DISK
 BV1920_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1920_SP_SET: BOX CULVERT
 BV1920_STAMPING: BM 49 V 220 1989
 BV1920_MARK LOGO: MSHD  
 BV1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1920+STABILITY: SURFACE MOTION
 BV1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1920+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1920
 BV1920  HISTORY     - Date     Condition        Report By
 BV1920  HISTORY     - 1989     MONUMENTED       MSHD
 BV1920
 BV1920                          STATION DESCRIPTION
 BV1920
 BV1920'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1920'MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH OF HATTIESBURG, IN BOX A
 BV1920'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.4 MI (5.5
 BV1920'KM) NORTHWEST OF MC LAURIN, 1.35 MI (2.17 KM) NORTHWEST OF A SIDE
 BV1920'ROAD LEADING EAST TO THE SOUTH ENTRANCE TO CAMP SHELBY AND IS IN
 BV1920'SECTION 24, T 3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1920'OVER U.S. HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG,
 BV1920'GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.4 MI (3.9 KM) TO A SIDE ROAD
 BV1920'LEADING EAST TO THE NORTH GATE TO CAMP SHELBY, CONTINUE SOUTHEAST ON
 BV1920'U.S. HIGHWAY 49 FOR 0.65 MI (1.05 KM) TO THE MARK ON THE LEFT.  MARK
 BV1920'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER
 BV1920'OF A 6 X 3 FOOT CONCRETE BOX CULVERT, 54 FT (16.5 M) NORTHEAST OF THE
 BV1920'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 13 FT (4.0
 BV1920'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1921 ***********************************************************************
 BV1921  DESIGNATION -  49 V 221
 BV1921  PID         -  BV1921
 BV1921  STATE/COUNTY-  MS/FORREST
 BV1921  USGS QUAD   -  DIXIE (1982)
 BV1921
 BV1921                         *CURRENT SURVEY CONTROL
 BV1921  ___________________________________________________________________
 BV1921* NAD 83(1986)-  31 13 15.     (N)    089 15 57.     (W)     SCALED    
 BV1921* NAVD 88     -        80.335  (meters)     263.57   (feet)  ADJUSTED  
 BV1921  ___________________________________________________________________
 BV1921  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BV1921  DYNAMIC HT  -          80.235 (meters)     263.24  (feet)  COMP
 BV1921  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 BV1921
 BV1921  VERT ORDER  -  SECOND    CLASS II
 BV1921
 BV1921.The horizontal coordinates were scaled from a topographic map and have
 BV1921.an estimated accuracy of +/- 6 seconds.
 BV1921
 BV1921.The orthometric height was determined by differential leveling
 BV1921.and adjusted in May 1996.
 BV1921
 BV1921.The geoid height was determined by GEOID03.
 BV1921
 BV1921.The dynamic height is computed by dividing the NAVD 88
 BV1921.geopotential number by the normal gravity value computed on the
 BV1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1921.degrees latitude (g = 980.6199 gals.).
 BV1921
 BV1921.The modeled gravity was interpolated from observed gravity values.
 BV1921
 BV1921;                    North         East    Units  Estimated Accuracy
 BV1921;SPC MS E     -   190,840.      258,790.      MT  (+/- 180 meters Scaled)
 BV1921
 BV1921                          SUPERSEDED SURVEY CONTROL
 BV1921
 BV1921.No superseded survey control is available for this station.
 BV1921
 BV1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV841562(NAD 83)
 BV1921_MARKER: DD = SURVEY DISK
 BV1921_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1921_SP_SET: PIPE CULVERT
 BV1921_STAMPING: BM 49 V 221 1989
 BV1921_MARK LOGO: MSHD  
 BV1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1921+STABILITY: SURFACE MOTION
 BV1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1921+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1921
 BV1921  HISTORY     - Date     Condition        Report By
 BV1921  HISTORY     - 1989     MONUMENTED       MSHD
 BV1921
 BV1921                          STATION DESCRIPTION
 BV1921
 BV1921'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1921'MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF HATTIESBURG, IN A
 BV1921'CULVERT UNDER A CROSSOVER BETWEEN THE TWO LANES OF U.S. HIGHWAY 49,
 BV1921'4.7 MI (7.6 KM) NORTHWEST OF MC LAURIN, 0.7 MI (1.1 KM) NORTHWEST OF
 BV1921'THE NORTH ENTRANCE ROAD TO CAMP SHELBY AND IS IN SECTION 14, T 3N, R
 BV1921'13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY
 BV1921'98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO SOUTHEAST ON
 BV1921'U.S. HIGHWAY 49 FOR 1.7 MI (2.7 KM) TO A CROSSOVER AND THE MARK ON
 BV1921'THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE
 BV1921'NEAR THE TOP CENTER OF THE NORTHWEST HEADWALL OF A 15 INCH ROUND
 BV1921'CONCRETE PIPE CULVERT, ABOUT 6 FT (1.8 M) BELOW THE LEVEL OF THE
 BV1921'CROSSOVER.  IT IS 82 FT (25.0 M) SOUTHWEST OF THE CENTER OF THE NORTH
 BV1921'BOUND LANE OF HIGHWAY 49, 44.5 FT (13.6 M) NORTHEAST OF THE CENTER OF
 BV1921'THE SOUTH BOUND LANE, AND IS 31.5 FT (9.6 M) NORTHWEST OF THE CENTER
 BV1921'OF THE CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1922 ***********************************************************************
 BV1922  DESIGNATION -  49 V 222
 BV1922  PID         -  BV1922
 BV1922  STATE/COUNTY-  MS/FORREST
 BV1922  USGS QUAD   -  DIXIE (1982)
 BV1922
 BV1922                         *CURRENT SURVEY CONTROL
 BV1922  ___________________________________________________________________
 BV1922* NAD 83(1986)-  31 13 57.     (N)    089 16 13.     (W)     SCALED    
 BV1922* NAVD 88     -        60.519  (meters)     198.55   (feet)  ADJUSTED  
 BV1922  ___________________________________________________________________
 BV1922  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BV1922  DYNAMIC HT  -          60.444 (meters)     198.31  (feet)  COMP
 BV1922  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 BV1922
 BV1922  VERT ORDER  -  SECOND    CLASS II
 BV1922
 BV1922.The horizontal coordinates were scaled from a topographic map and have
 BV1922.an estimated accuracy of +/- 6 seconds.
 BV1922
 BV1922.The orthometric height was determined by differential leveling
 BV1922.and adjusted in May 1996.
 BV1922
 BV1922.The geoid height was determined by GEOID03.
 BV1922
 BV1922.The dynamic height is computed by dividing the NAVD 88
 BV1922.geopotential number by the normal gravity value computed on the
 BV1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1922.degrees latitude (g = 980.6199 gals.).
 BV1922
 BV1922.The modeled gravity was interpolated from observed gravity values.
 BV1922
 BV1922;                    North         East    Units  Estimated Accuracy
 BV1922;SPC MS E     -   192,140.      258,370.      MT  (+/- 180 meters Scaled)
 BV1922
 BV1922                          SUPERSEDED SURVEY CONTROL
 BV1922
 BV1922.No superseded survey control is available for this station.
 BV1922
 BV1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV837575(NAD 83)
 BV1922_MARKER: DD = SURVEY DISK
 BV1922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1922_SP_SET: BRIDGE ABUTMENT
 BV1922_STAMPING: BM 49 V 222 1989
 BV1922_MARK LOGO: MSHD  
 BV1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1922+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1922
 BV1922  HISTORY     - Date     Condition        Report By
 BV1922  HISTORY     - 1989     MONUMENTED       MSHD
 BV1922
 BV1922                          STATION DESCRIPTION
 BV1922
 BV1922'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1922'MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF HATTIESBURG, IN THE
 BV1922'U.S. HIGHWAY 49 NORTH BOUND BRIDGE OVER MYERS CREEK, 1.55 MI (2.49
 BV1922'KM) NORTHWEST OF THE NORTH ENTRANCE ROAD TO CAMP SHELBY AND IS IN
 BV1922'SECTION 11, T 3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1922'OVER U.S. HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG,
 BV1922'GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.85 MI (1.37 KM) TO THE MARK ON
 BV1922'THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BV1922'THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE,
 BV1922'15.5 FT (4.7 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 BV1922'HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1923 ***********************************************************************
 BV1923  DESIGNATION -  49 V 223
 BV1923  PID         -  BV1923
 BV1923  STATE/COUNTY-  MS/FORREST
 BV1923  USGS QUAD   -  DIXIE (1982)
 BV1923
 BV1923                         *CURRENT SURVEY CONTROL
 BV1923  ___________________________________________________________________
 BV1923* NAD 83(1986)-  31 14 38.     (N)    089 16 32.     (W)     SCALED    
 BV1923* NAVD 88     -        81.001  (meters)     265.75   (feet)  ADJUSTED  
 BV1923  ___________________________________________________________________
 BV1923  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV1923  DYNAMIC HT  -          80.901 (meters)     265.42  (feet)  COMP
 BV1923  MODELED GRAV-     979,406.0   (mgal)                       NAVD 88
 BV1923
 BV1923  VERT ORDER  -  SECOND    CLASS II
 BV1923
 BV1923.The horizontal coordinates were scaled from a topographic map and have
 BV1923.an estimated accuracy of +/- 6 seconds.
 BV1923
 BV1923.The orthometric height was determined by differential leveling
 BV1923.and adjusted in May 1996.
 BV1923
 BV1923.The geoid height was determined by GEOID03.
 BV1923
 BV1923.The dynamic height is computed by dividing the NAVD 88
 BV1923.geopotential number by the normal gravity value computed on the
 BV1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1923.degrees latitude (g = 980.6199 gals.).
 BV1923
 BV1923.The modeled gravity was interpolated from observed gravity values.
 BV1923
 BV1923;                    North         East    Units  Estimated Accuracy
 BV1923;SPC MS E     -   193,400.      257,880.      MT  (+/- 180 meters Scaled)
 BV1923
 BV1923                          SUPERSEDED SURVEY CONTROL
 BV1923
 BV1923.No superseded survey control is available for this station.
 BV1923
 BV1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV832588(NAD 83)
 BV1923_MARKER: DD = SURVEY DISK
 BV1923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1923_SP_SET: BRIDGE ABUTMENT
 BV1923_STAMPING: BM 49 V 223 1989
 BV1923_MARK LOGO: MSHD  
 BV1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1923+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 BV1923
 BV1923  HISTORY     - Date     Condition        Report By
 BV1923  HISTORY     - 1989     MONUMENTED       MSHD
 BV1923  HISTORY     - 20000207 GOOD             MSHD
 BV1923  HISTORY     - 20000315 GOOD             NGS
 BV1923
 BV1923                          STATION DESCRIPTION
 BV1923
 BV1923'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1923'MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, IN THE
 BV1923'U.S. HIGHWAY 49 NORTH BOUND BRIDGE OVER U.S. HIGHWAY 98 AND IS IN
 BV1923'SECTION 11, T 3N, R 13W.  MARK IS A MSHD REFERENCE MARK DISH SET IN A
 BV1923'DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 BV1923'NORTH BOUND BRIDGE, 116 FT (35.4 M) SOUTHEAST OF THE CENTER OF THE
 BV1923'EAST BOUND LANE OF HIGHWAY 98, 45 FT (13.7 M) NORTHEAST OF THE CENTER
 BV1923'OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5.5 FT (1.7 M)
 BV1923'BELOW THE LEVEL OF THE HIGHWAY.
 BV1923
 BV1923                          STATION RECOVERY (2000)
 BV1923
 BV1923'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1923'RECOVERED IN GOOD CONDITION.
 BV1923
 BV1923                          STATION RECOVERY (2000)
 BV1923
 BV1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1930 ***********************************************************************
 BV1930  DESIGNATION -  49 V 224
 BV1930  PID         -  BV1930
 BV1930  STATE/COUNTY-  MS/FORREST
 BV1930  USGS QUAD   -  DIXIE (1982)
 BV1930
 BV1930                         *CURRENT SURVEY CONTROL
 BV1930  ___________________________________________________________________
 BV1930* NAD 83(1986)-  31 14 34.     (N)    089 17 29.     (W)     SCALED    
 BV1930* NAVD 88     -        83.100  (meters)     272.64   (feet)  ADJUSTED  
 BV1930  ___________________________________________________________________
 BV1930  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV1930  DYNAMIC HT  -          82.997 (meters)     272.30  (feet)  COMP
 BV1930  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 BV1930
 BV1930  VERT ORDER  -  SECOND    CLASS II
 BV1930
 BV1930.The horizontal coordinates were scaled from a topographic map and have
 BV1930.an estimated accuracy of +/- 6 seconds.
 BV1930
 BV1930.The orthometric height was determined by differential leveling
 BV1930.and adjusted in May 1996.
 BV1930
 BV1930.The geoid height was determined by GEOID03.
 BV1930
 BV1930.The dynamic height is computed by dividing the NAVD 88
 BV1930.geopotential number by the normal gravity value computed on the
 BV1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1930.degrees latitude (g = 980.6199 gals.).
 BV1930
 BV1930.The modeled gravity was interpolated from observed gravity values.
 BV1930
 BV1930;                    North         East    Units  Estimated Accuracy
 BV1930;SPC MS E     -   193,280.      256,370.      MT  (+/- 180 meters Scaled)
 BV1930
 BV1930                          SUPERSEDED SURVEY CONTROL
 BV1930
 BV1930.No superseded survey control is available for this station.
 BV1930
 BV1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV817587(NAD 83)
 BV1930_MARKER: DD = SURVEY DISK
 BV1930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1930_SP_SET: PIPE CULVERT
 BV1930_STAMPING: BM 49 V 224 1989
 BV1930_MARK LOGO: MSHD  
 BV1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1930+STABILITY: SURFACE MOTION
 BV1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1930+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 BV1930
 BV1930  HISTORY     - Date     Condition        Report By
 BV1930  HISTORY     - 1989     MONUMENTED       MSHD
 BV1930  HISTORY     - 20000207 GOOD             MSHD
 BV1930  HISTORY     - 20000315 GOOD             MSHD
 BV1930  HISTORY     - 20021130 GOOD             MSU
 BV1930
 BV1930                          STATION DESCRIPTION
 BV1930
 BV1930'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1930'MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, IN A
 BV1930'CULVERT IN BETWEEN THE TWO LANES OF THE U.S. HIGHWAY 98 BYPASS, 2 MI
 BV1930'(3.2 KM) EAST OF THE U.S. HIGHWAY 98 BRIDGE OVER I-59 AND IS IN
 BV1930'SECTION 10, T 3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1930'OVER U.S. HIGHWAY 98 ABOUT 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO
 BV1930'WEST ON THE U.S. HIGHWAY 98 BYPASS FOR 0.85 MI (1.37 KM) TO THE MARK
 BV1930'ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE
 BV1930'IN THS TOP OF THE SOUTH END OF A 60 INCH FLARED END CONCRETE PIPE,
 BV1930'156 FT (47.5 M) NORTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY
 BV1930'98, 55 FT (16.8 M) SOUTH OF THE CENTER OF THE WEST BOUND LANE AND IS
 BV1930'0.3 FT (0.1 M) NORTH OF THE SOUTH END OF THE FLARE AND IS ABOUT 6 FT
 BV1930'(1.8 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1930
 BV1930                          STATION RECOVERY (2000)
 BV1930
 BV1930'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1930'RECOVERED IN GOOD CONDITION.
 BV1930
 BV1930                          STATION RECOVERY (2000)
 BV1930
 BV1930'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1930'RECOVERED AS DESCRIBED.
 BV1930
 BV1930                          STATION RECOVERY (2002)
 BV1930
 BV1930'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2002 (WPP)
 BV1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1931 ***********************************************************************
 BV1931  DESIGNATION -  49 V 225
 BV1931  PID         -  BV1931
 BV1931  STATE/COUNTY-  MS/FORREST
 BV1931  USGS QUAD   -  DIXIE (1982)
 BV1931
 BV1931                         *CURRENT SURVEY CONTROL
 BV1931  ___________________________________________________________________
 BV1931* NAD 83(1986)-  31 14 32.     (N)    089 18 11.     (W)     SCALED    
 BV1931* NAVD 88     -       111.434  (meters)     365.60   (feet)  ADJUSTED  
 BV1931  ___________________________________________________________________
 BV1931  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV1931  DYNAMIC HT  -         111.296 (meters)     365.14  (feet)  COMP
 BV1931  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 BV1931
 BV1931  VERT ORDER  -  SECOND    CLASS II
 BV1931
 BV1931.The horizontal coordinates were scaled from a topographic map and have
 BV1931.an estimated accuracy of +/- 6 seconds.
 BV1931
 BV1931.The orthometric height was determined by differential leveling
 BV1931.and adjusted in May 1996.
 BV1931
 BV1931.The geoid height was determined by GEOID03.
 BV1931
 BV1931.The dynamic height is computed by dividing the NAVD 88
 BV1931.geopotential number by the normal gravity value computed on the
 BV1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1931.degrees latitude (g = 980.6199 gals.).
 BV1931
 BV1931.The modeled gravity was interpolated from observed gravity values.
 BV1931
 BV1931;                    North         East    Units  Estimated Accuracy
 BV1931;SPC MS E     -   193,230.      255,260.      MT  (+/- 180 meters Scaled)
 BV1931
 BV1931                          SUPERSEDED SURVEY CONTROL
 BV1931
 BV1931.No superseded survey control is available for this station.
 BV1931
 BV1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV806587(NAD 83)
 BV1931_MARKER: DD = SURVEY DISK
 BV1931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1931_SP_SET: BRIDGE ABUTMENT
 BV1931_STAMPING: BM 49 V 225 1989
 BV1931_MARK LOGO: MSHD  
 BV1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1931+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1931
 BV1931  HISTORY     - Date     Condition        Report By
 BV1931  HISTORY     - 1989     MONUMENTED       MSHD
 BV1931
 BV1931                          STATION DESCRIPTION
 BV1931
 BV1931'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1931'MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH SOUTHWEST OF HATTIESBURG
 BV1931'IN THE ELKS LAKE ROAD BRIDGE OVER THE U.S. HIGHWAY 98 BYPASS, 1.25
 BV1931'MI (2.01 KM) EAST THE U.S. HIGHWAY 98 BYPASS BRIDGE OVER I-59 AND IS
 BV1931'IN SECTION 9, T 3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1931'OVER U.S. HIGHWAY 98 ABOUT 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO
 BV1931'WEST ON THE U.S. HIGHWAY 98 BYPASS FOR 1.6 MI (2.6 KM) TO THE
 BV1931'OVERPASS AND THE MARK.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV1931'DRILL HOLE IN THE WEST END OF THE NORTH ABUTMENT OF THE SOUTH BOUND
 BV1931'ELKS LAKE ROAD BRIDGE, 125 FT (38.1 M) NORTH OF THE CENTER OF THE
 BV1931'WEST BOUND LANE OF U.S. HIGHWAY 98 , 24 FT (7.3 M) WEST OF THE
 BV1931'CENTER OF THE SOUTH BOUND LANE OF ELKS LAKE ROAD AND IS ABOUT 5 FT
 BV1931'(1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1932 ***********************************************************************
 BV1932  DESIGNATION -  49 V 226
 BV1932  PID         -  BV1932
 BV1932  STATE/COUNTY-  MS/FORREST
 BV1932  USGS QUAD   -  DIXIE (1982)
 BV1932
 BV1932                         *CURRENT SURVEY CONTROL
 BV1932  ___________________________________________________________________
 BV1932* NAD 83(1986)-  31 14 26.     (N)    089 19 31.     (W)     SCALED    
 BV1932* NAVD 88     -       117.583  (meters)     385.77   (feet)  ADJUSTED  
 BV1932  ___________________________________________________________________
 BV1932  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV1932  DYNAMIC HT  -         117.437 (meters)     385.29  (feet)  COMP
 BV1932  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 BV1932
 BV1932  VERT ORDER  -  SECOND    CLASS II
 BV1932
 BV1932.The horizontal coordinates were scaled from a topographic map and have
 BV1932.an estimated accuracy of +/- 6 seconds.
 BV1932
 BV1932.The orthometric height was determined by differential leveling
 BV1932.and adjusted in May 1996.
 BV1932
 BV1932.The geoid height was determined by GEOID03.
 BV1932
 BV1932.The dynamic height is computed by dividing the NAVD 88
 BV1932.geopotential number by the normal gravity value computed on the
 BV1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1932.degrees latitude (g = 980.6199 gals.).
 BV1932
 BV1932.The modeled gravity was interpolated from observed gravity values.
 BV1932
 BV1932;                    North         East    Units  Estimated Accuracy
 BV1932;SPC MS E     -   193,050.      253,140.      MT  (+/- 180 meters Scaled)
 BV1932
 BV1932                          SUPERSEDED SURVEY CONTROL
 BV1932
 BV1932.No superseded survey control is available for this station.
 BV1932
 BV1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV785585(NAD 83)
 BV1932_MARKER: DD = SURVEY DISK
 BV1932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1932_SP_SET: BRIDGE ABUTMENT
 BV1932_STAMPING: BM 49 V 226 1989
 BV1932_MARK LOGO: MSHD  
 BV1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1932+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1932
 BV1932  HISTORY     - Date     Condition        Report By
 BV1932  HISTORY     - 1989     MONUMENTED       MSHD
 BV1932
 BV1932                          STATION DESCRIPTION
 BV1932
 BV1932'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1932'MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF HATTIESBURG IN
 BV1932'THE U.S. HIGHWAY 98 BRIDGE OVER I-59, 2.9 MI (4.7 KM) WEST OF THE
 BV1932'U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98 AND IS IN SECTION 8, T
 BV1932'3N, R 13W.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BV1932'THE NORTH END OF THE EAST ABUTMENT OF THE OVERPASS, 192 FT (58.5 M)
 BV1932'EAST OF THE CENTER OF THE NORTH BOUND LANE OF I-59, 26 FT (7.9 M)
 BV1932'NORTH OF THE CENTER OF THE BYPASS AND IS ABOUT LEVEL WITH HIGHWAY 98.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1933 ***********************************************************************
 BV1933  DESIGNATION -  49 V 227
 BV1933  PID         -  BV1933
 BV1933  STATE/COUNTY-  MS/FORREST
 BV1933  USGS QUAD   -  HATTIESBURG (1982)
 BV1933
 BV1933                         *CURRENT SURVEY CONTROL
 BV1933  ___________________________________________________________________
 BV1933* NAD 83(1986)-  31 15 45.     (N)    089 20 18.     (W)     SCALED    
 BV1933* NAVD 88     -       117.299  (meters)     384.84   (feet)  ADJUSTED  
 BV1933  ___________________________________________________________________
 BV1933  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BV1933  DYNAMIC HT  -         117.154 (meters)     384.36  (feet)  COMP
 BV1933  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BV1933
 BV1933  VERT ORDER  -  SECOND    CLASS II
 BV1933
 BV1933.The horizontal coordinates were scaled from a topographic map and have
 BV1933.an estimated accuracy of +/- 6 seconds.
 BV1933
 BV1933.The orthometric height was determined by differential leveling
 BV1933.and adjusted in May 1996.
 BV1933
 BV1933.The geoid height was determined by GEOID03.
 BV1933
 BV1933.The dynamic height is computed by dividing the NAVD 88
 BV1933.geopotential number by the normal gravity value computed on the
 BV1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1933.degrees latitude (g = 980.6199 gals.).
 BV1933
 BV1933.The modeled gravity was interpolated from observed gravity values.
 BV1933
 BV1933;                    North         East    Units  Estimated Accuracy
 BV1933;SPC MS E     -   195,490.      251,910.      MT  (+/- 180 meters Scaled)
 BV1933
 BV1933                          SUPERSEDED SURVEY CONTROL
 BV1933
 BV1933.No superseded survey control is available for this station.
 BV1933
 BV1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV773610(NAD 83)
 BV1933_MARKER: DD = SURVEY DISK
 BV1933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1933_SP_SET: BRIDGE ABUTMENT
 BV1933_STAMPING: BM 49 V 227 1989
 BV1933_MARK LOGO: MSHD  
 BV1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1933+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1933
 BV1933  HISTORY     - Date     Condition        Report By
 BV1933  HISTORY     - 1989     MONUMENTED       MSHD
 BV1933
 BV1933                          STATION DESCRIPTION
 BV1933
 BV1933'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1933'MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHWEST OF HATTIESBURG, IN
 BV1933'THE U. S. HIGHWAY 11 BRIDGE OVER I-59, 1.7 MI (2.7 KM) NORTH OF THE
 BV1933'THE U.S. HIGHWAY 98 BYPASS BRIDGE OVER I-59 AND IS IN SECTION 31, T
 BV1933'4N, R 13W.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BV1933'THE NORTHWEST END OF THE NORTHWEST ABUTMENT OF THE CONCRETE BRIDGE,
 BV1933'105 FT (32.0 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 BV1933'I-59, 16.5 FT (5.0 M) NORTHWEST OF THE CENTER OF THE WEST BOUND LANE
 BV1933'OF HIGHWAY 11 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1934 ***********************************************************************
 BV1934  DESIGNATION -  49 V 228
 BV1934  PID         -  BV1934
 BV1934  STATE/COUNTY-  MS/FORREST
 BV1934  USGS QUAD   -  HATTIESBURG (1982)
 BV1934
 BV1934                         *CURRENT SURVEY CONTROL
 BV1934  ___________________________________________________________________
 BV1934* NAD 83(1986)-  31 16 24.     (N)    089 20 48.     (W)     SCALED    
 BV1934* NAVD 88     -       106.622  (meters)     349.81   (feet)  ADJUSTED  
 BV1934  ___________________________________________________________________
 BV1934  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV1934  DYNAMIC HT  -         106.491 (meters)     349.38  (feet)  COMP
 BV1934  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 BV1934
 BV1934  VERT ORDER  -  SECOND    CLASS II
 BV1934
 BV1934.The horizontal coordinates were scaled from a topographic map and have
 BV1934.an estimated accuracy of +/- 6 seconds.
 BV1934
 BV1934.The orthometric height was determined by differential leveling
 BV1934.and adjusted in May 1996.
 BV1934
 BV1934.The geoid height was determined by GEOID03.
 BV1934
 BV1934.The dynamic height is computed by dividing the NAVD 88
 BV1934.geopotential number by the normal gravity value computed on the
 BV1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1934.degrees latitude (g = 980.6199 gals.).
 BV1934
 BV1934.The modeled gravity was interpolated from observed gravity values.
 BV1934
 BV1934;                    North         East    Units  Estimated Accuracy
 BV1934;SPC MS E     -   196,690.      251,120.      MT  (+/- 180 meters Scaled)
 BV1934
 BV1934                          SUPERSEDED SURVEY CONTROL
 BV1934
 BV1934.No superseded survey control is available for this station.
 BV1934
 BV1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV765622(NAD 83)
 BV1934_MARKER: DD = SURVEY DISK
 BV1934_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1934_SP_SET: BRIDGE ABUTMENT
 BV1934_STAMPING: BM 49 V 228 1989
 BV1934_MARK LOGO: MSHD  
 BV1934_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1934+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1934
 BV1934  HISTORY     - Date     Condition        Report By
 BV1934  HISTORY     - 1989     MONUMENTED       MSHD
 BV1934
 BV1934                          STATION DESCRIPTION
 BV1934
 BV1934'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1934'MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF HATTIESBURG, IN THE
 BV1934'I-59 NORTH BOUND BRIDGE OVER THE NORFOLK SOUTHERN RAILROAD TRACK,
 BV1934'NEAR THE LAMAR COUNTY LINE, 2.75 MI (4.43 KM) NORTHWEST OF THE U.S.
 BV1934'HIGHWAY 98 BYPASS BRIDGE OVER I-59, 3.6 MI (5.8 KM) SOUTH OF THE U.S.
 BV1934'HIGHWAY 98 ( HARDY STREET ) BRIDGE OVER I-59 1.05 MI (1.69 KM) NORTH
 BV1934'THE U.S. HIGHWAY 11 BRIDGE OVER I-59 AND IS IN THE SOUTHWEST CORNER
 BV1934'OF SECTION 30, T 4N, R 13W.  MARK IS A MSHD REFERENCE MARK DISK SET
 BV1934'IN A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 BV1934'CONCRETE BRIDGE, 16 FT (4.9 M) NORTHEAST OF THE CENTER OF THE NORTH
 BV1934'BOUND LANE OF I-59 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1935 ***********************************************************************
 BV1935  DESIGNATION -  49 V 229
 BV1935  PID         -  BV1935
 BV1935  STATE/COUNTY-  MS/LAMAR
 BV1935  USGS QUAD   -  HATTIESBURG (1982)
 BV1935
 BV1935                         *CURRENT SURVEY CONTROL
 BV1935  ___________________________________________________________________
 BV1935* NAD 83(1986)-  31 17 03.     (N)    089 21 12.     (W)     SCALED    
 BV1935* NAVD 88     -       108.773  (meters)     356.87   (feet)  ADJUSTED  
 BV1935  ___________________________________________________________________
 BV1935  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BV1935  DYNAMIC HT  -         108.639 (meters)     356.43  (feet)  COMP
 BV1935  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 BV1935
 BV1935  VERT ORDER  -  SECOND    CLASS II
 BV1935
 BV1935.The horizontal coordinates were scaled from a topographic map and have
 BV1935.an estimated accuracy of +/- 6 seconds.
 BV1935
 BV1935.The orthometric height was determined by differential leveling
 BV1935.and adjusted in May 1996.
 BV1935
 BV1935.The geoid height was determined by GEOID03.
 BV1935
 BV1935.The dynamic height is computed by dividing the NAVD 88
 BV1935.geopotential number by the normal gravity value computed on the
 BV1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1935.degrees latitude (g = 980.6199 gals.).
 BV1935
 BV1935.The modeled gravity was interpolated from observed gravity values.
 BV1935
 BV1935;                    North         East    Units  Estimated Accuracy
 BV1935;SPC MS E     -   197,900.      250,490.      MT  (+/- 180 meters Scaled)
 BV1935
 BV1935                          SUPERSEDED SURVEY CONTROL
 BV1935
 BV1935.No superseded survey control is available for this station.
 BV1935
 BV1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV759634(NAD 83)
 BV1935_MARKER: DD = SURVEY DISK
 BV1935_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1935_SP_SET: BRIDGE PILLAR
 BV1935_STAMPING: BM 49 V 229 1989
 BV1935_MARK LOGO: MSHD  
 BV1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1935+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1935
 BV1935  HISTORY     - Date     Condition        Report By
 BV1935  HISTORY     - 1989     MONUMENTED       MSHD
 BV1935
 BV1935                          STATION DESCRIPTION
 BV1935
 BV1935'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1935'MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTHWEST OF HATTIESBURG IN THE
 BV1935'NORTH MOST CONCRETE PILLAR FOR THE RICHBURG HILLS ROAD BRIDGE OVER
 BV1935'I-59, 2.9 MI (4.7 KM) SOUTH OF THE U.S. HIGHWAY 98 ( HARDT STREET )
 BV1935'BRIDGE OVER I-59 AND IS IN SECTION 25, T 4N, R 14W.  MARK IS A MSHD
 BV1935'REFERENCE MARK DISK SET VERTICALLY IN A DRILL HOLE IN THE SOUTH FACE
 BV1935'OF THE NORTH ONE OF TWO CONCRETE PILLARS FOR A CONCRETE BRIDGE, 32 FT
 BV1935'(9.8 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF I-59 AND IS
 BV1935'ABOUT 3.5 FT (1.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0098 ***********************************************************************
 CP0098  DESIGNATION -  49 V 23
 CP0098  PID         -  CP0098
 CP0098  STATE/COUNTY-  MS/YAZOO
 CP0098  USGS QUAD   -  BENTONIA (1988)
 CP0098
 CP0098                         *CURRENT SURVEY CONTROL
 CP0098  ___________________________________________________________________
 CP0098* NAD 83(1986)-  32 37 59.     (N)    090 22 08.     (W)     SCALED    
 CP0098* NAVD 88     -        57.869  (meters)     189.86   (feet)  ADJUSTED  
 CP0098  ___________________________________________________________________
 CP0098  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CP0098  DYNAMIC HT  -          57.803 (meters)     189.64  (feet)  COMP
 CP0098  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CP0098
 CP0098  VERT ORDER  -  SECOND    CLASS 0
 CP0098
 CP0098.The horizontal coordinates were scaled from a topographic map and have
 CP0098.an estimated accuracy of +/- 6 seconds.
 CP0098
 CP0098.The orthometric height was determined by differential leveling
 CP0098.and adjusted in June 1991.
 CP0098
 CP0098.The geoid height was determined by GEOID03.
 CP0098
 CP0098.The dynamic height is computed by dividing the NAVD 88
 CP0098.geopotential number by the normal gravity value computed on the
 CP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0098.degrees latitude (g = 980.6199 gals.).
 CP0098
 CP0098.The modeled gravity was interpolated from observed gravity values.
 CP0098
 CP0098;                    North         East    Units  Estimated Accuracy
 CP0098;SPC MS W     -   347,350.      696,660.      MT  (+/- 180 meters Scaled)
 CP0098
 CP0098                          SUPERSEDED SURVEY CONTROL
 CP0098
 CP0098  NGVD 29 (??/??/92)   57.949  (m)          190.12   (f) ADJ UNCH    2 0
 CP0098
 CP0098.Superseded values are not recommended for survey control.
 CP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0098.See file dsdata.txt to determine how the superseded data were derived.
 CP0098
 CP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS468136(NAD 83)
 CP0098_MARKER: DD = SURVEY DISK
 CP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0098_STAMPING: BM 49V-23
 CP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0098+STABILITY: SURFACE MOTION
 CP0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0098+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2001
 CP0098
 CP0098  HISTORY     - Date     Condition        Report By
 CP0098  HISTORY     - UNK      MONUMENTED       MSHD
 CP0098  HISTORY     - 1966     GOOD             MSHD
 CP0098  HISTORY     - 20010414 GOOD             LOCSUR
 CP0098
 CP0098                          STATION DESCRIPTION
 CP0098
 CP0098'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0098'0.55 MI SE FROM BENTONIA.
 CP0098'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0098'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN LEFT AND GO
 CP0098'0.55 MILES TO A DRIVEWAY WITH A CATTLE GAP IN IT AND THE MARK ON THE
 CP0098'RIGHT AS DESCRIBED.  IT IS 103 FEET WEST OF THE CENTER OF HIGHWAY 49,
 CP0098'39.2 FEET SOUTH-SOUTHEAST OF THE CORNER OF THE BEAUTY SHOP, 17.4 FEET
 CP0098'EAST OF A 48 INCH OAK, 1.5 FEET NORTH OF A FENCE, AND 1.2 FEET NORTH
 CP0098'OF A METAL WITNESS POST.
 CP0098
 CP0098                          STATION RECOVERY (2001)
 CP0098
 CP0098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MT)
 CP0098'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1936 ***********************************************************************
 BV1936  DESIGNATION -  49 V 230
 BV1936  PID         -  BV1936
 BV1936  STATE/COUNTY-  MS/LAMAR
 BV1936  USGS QUAD   -  HATTIESBURG (1982)
 BV1936
 BV1936                         *CURRENT SURVEY CONTROL
 BV1936  ___________________________________________________________________
 BV1936* NAD 83(1986)-  31 18 11.     (N)    089 21 10.     (W)     SCALED    
 BV1936* NAVD 88     -        75.061  (meters)     246.26   (feet)  ADJUSTED  
 BV1936  ___________________________________________________________________
 BV1936  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BV1936  DYNAMIC HT  -          74.969 (meters)     245.96  (feet)  COMP
 BV1936  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 BV1936
 BV1936  VERT ORDER  -  SECOND    CLASS II
 BV1936
 BV1936.The horizontal coordinates were scaled from a topographic map and have
 BV1936.an estimated accuracy of +/- 6 seconds.
 BV1936
 BV1936.The orthometric height was determined by differential leveling
 BV1936.and adjusted in May 1996.
 BV1936
 BV1936.The geoid height was determined by GEOID03.
 BV1936
 BV1936.The dynamic height is computed by dividing the NAVD 88
 BV1936.geopotential number by the normal gravity value computed on the
 BV1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1936.degrees latitude (g = 980.6199 gals.).
 BV1936
 BV1936.The modeled gravity was interpolated from observed gravity values.
 BV1936
 BV1936;                    North         East    Units  Estimated Accuracy
 BV1936;SPC MS E     -   199,990.      250,550.      MT  (+/- 180 meters Scaled)
 BV1936
 BV1936                          SUPERSEDED SURVEY CONTROL
 BV1936
 BV1936.No superseded survey control is available for this station.
 BV1936
 BV1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV760655(NAD 83)
 BV1936_MARKER: DD = SURVEY DISK
 BV1936_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1936_SP_SET: BOX CULVERT
 BV1936_STAMPING: BM 49 V 230 1989
 BV1936_MARK LOGO: MSHD  
 BV1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1936+STABILITY: SURFACE MOTION
 BV1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1936+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1936
 BV1936  HISTORY     - Date     Condition        Report By
 BV1936  HISTORY     - 1989     MONUMENTED       MSHD
 BV1936
 BV1936                          STATION DESCRIPTION
 BV1936
 BV1936'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1936'MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF HATTIESBURG IN A
 BV1936'CULVERT UNDER THE NORTH BOUND LANE OF I-59 , 1.55 MI (2.49 KM) SOUTH
 BV1936'OF THE U.S. HIGHWAY 98 ( HARDY STREET ) BRIDGE OVER I-59, 3.15 MI
 BV1936'(5.07 KM) NORTH OF THE U.S. HIGHWAY 11 BRIDGE OVER I-59 AND IS IN
 BV1936'SECTION 13, T4N, R14W.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV1936'DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 16 X 5 FT (1.5
 BV1936'M) CONCRETE BOX CULVERT, 39 FT (11.9 M) EAST OF THE CENTER OF THE
 BV1936'NORTH BOUND LANE OF I-59 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF
 BV1936'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1937 ***********************************************************************
 BV1937  DESIGNATION -  49 V 231
 BV1937  PID         -  BV1937
 BV1937  STATE/COUNTY-  MS/LAMAR
 BV1937  USGS QUAD   -  HATTIESBURG (1982)
 BV1937
 BV1937                         *CURRENT SURVEY CONTROL
 BV1937  ___________________________________________________________________
 BV1937* NAD 83(1986)-  31 18 42.     (N)    089 21 10.     (W)     SCALED    
 BV1937* NAVD 88     -        79.435  (meters)     260.61   (feet)  ADJUSTED  
 BV1937  ___________________________________________________________________
 BV1937  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BV1937  DYNAMIC HT  -          79.337 (meters)     260.29  (feet)  COMP
 BV1937  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 BV1937
 BV1937  VERT ORDER  -  SECOND    CLASS II
 BV1937
 BV1937.The horizontal coordinates were scaled from a topographic map and have
 BV1937.an estimated accuracy of +/- 6 seconds.
 BV1937
 BV1937.The orthometric height was determined by differential leveling
 BV1937.and adjusted in May 1996.
 BV1937
 BV1937.The geoid height was determined by GEOID03.
 BV1937
 BV1937.The dynamic height is computed by dividing the NAVD 88
 BV1937.geopotential number by the normal gravity value computed on the
 BV1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1937.degrees latitude (g = 980.6199 gals.).
 BV1937
 BV1937.The modeled gravity was interpolated from observed gravity values.
 BV1937
 BV1937;                    North         East    Units  Estimated Accuracy
 BV1937;SPC MS E     -   200,950.      250,560.      MT  (+/- 180 meters Scaled)
 BV1937
 BV1937                          SUPERSEDED SURVEY CONTROL
 BV1937
 BV1937.No superseded survey control is available for this station.
 BV1937
 BV1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV760665(NAD 83)
 BV1937_MARKER: DR = REFERENCE MARK DISK
 BV1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1937_SP_SET: CONCRETE POST
 BV1937_STAMPING: BM 49 V 231 1989
 BV1937_MARK LOGO: MSHD  
 BV1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1937+STABILITY: SURFACE MOTION
 BV1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1937+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003
 BV1937
 BV1937  HISTORY     - Date     Condition        Report By
 BV1937  HISTORY     - 1989     MONUMENTED       MSHD
 BV1937  HISTORY     - 20000203 GOOD             NGS
 BV1937  HISTORY     - 20000315 GOOD             NGS
 BV1937  HISTORY     - 20030315 GOOD             INDIV
 BV1937
 BV1937                          STATION DESCRIPTION
 BV1937
 BV1937'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1937'MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) WEST-SOUTHWEST OF HATTIESBURG,
 BV1937'ON THE EAST R.O.W. OF I-59, 3.75 MI (6.03 KM) NORTH OF THE U.S.
 BV1937'HIGHWAY 11 BRIDGE OVER I-59, 0.9 MI (1.4 KM) SOUTH OF THE U.S.
 BV1937'HIGHWAY 98 (HARDY STREET) BRIDGE OVER I-59, 0.6 MI (1.0 KM) NORTH OF
 BV1937'MILEPOST 64 AND IN SECTION 13, T 4N, R 14W.
 BV1937'MARK IS A MSHD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE
 BV1937'POST, FLUSH WITH THE GROUND, 52.0 FT (15.8 M) EAST OF THE CENTER OF
 BV1937'THE NORTH BOUND LANE OF I-59, 16.5 FT (5.0 M) NORTHWEST OF A 12 INCH
 BV1937'PINE, 5.4 FT (1.6 M) SOUTH OF THE EAST POST OF A LARGE SIGN AND 1.2
 BV1937'FT (0.4 M) NORTH OF A METAL WITNESS POST.
 BV1937
 BV1937                          STATION RECOVERY (2000)
 BV1937
 BV1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1937'AN MSHD AZIMUTH MARK DISK.
 BV1937
 BV1937                          STATION RECOVERY (2000)
 BV1937
 BV1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1937'RECOVERED AS DESCRIBED.  THE LARGE SIGN REFERED TO IN 1989 IS GONE.
 BV1937
 BV1937                          STATION RECOVERY (2003)
 BV1937
 BV1937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 BV1937'THE LARGE SIGN REFERRED TO IN THE 1989 REPORT IS NOT THERE ANYMORE.
 BV1937'ALTHOUGH THERE IS A LARGE SIGN ABOUT 75 YARDS SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1938 ***********************************************************************
 BV1938  DESIGNATION -  49 V 232
 BV1938  PID         -  BV1938
 BV1938  STATE/COUNTY-  MS/LAMAR
 BV1938  USGS QUAD   -  HATTIESBURG (1982)
 BV1938
 BV1938                         *CURRENT SURVEY CONTROL
 BV1938  ___________________________________________________________________
 BV1938* NAD 83(1986)-  31 20 36.     (N)    089 21 10.     (W)     SCALED    
 BV1938* NAVD 88     -        57.585  (meters)     188.93   (feet)  ADJUSTED  
 BV1938  ___________________________________________________________________
 BV1938  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BV1938  DYNAMIC HT  -          57.514 (meters)     188.69  (feet)  COMP
 BV1938  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BV1938
 BV1938  VERT ORDER  -  SECOND    CLASS II
 BV1938
 BV1938.The horizontal coordinates were scaled from a topographic map and have
 BV1938.an estimated accuracy of +/- 6 seconds.
 BV1938
 BV1938.The orthometric height was determined by differential leveling
 BV1938.and adjusted in May 1996.
 BV1938
 BV1938.The geoid height was determined by GEOID03.
 BV1938
 BV1938.The dynamic height is computed by dividing the NAVD 88
 BV1938.geopotential number by the normal gravity value computed on the
 BV1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1938.degrees latitude (g = 980.6199 gals.).
 BV1938
 BV1938.The modeled gravity was interpolated from observed gravity values.
 BV1938
 BV1938;                    North         East    Units  Estimated Accuracy
 BV1938;SPC MS E     -   204,460.      250,570.      MT  (+/- 180 meters Scaled)
 BV1938
 BV1938                          SUPERSEDED SURVEY CONTROL
 BV1938
 BV1938.No superseded survey control is available for this station.
 BV1938
 BV1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV761700(NAD 83)
 BV1938_MARKER: DD = SURVEY DISK
 BV1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1938_SP_SET: CONCRETE POST
 BV1938_STAMPING: BM 49 V 232 1989
 BV1938_MARK LOGO: MSHD  
 BV1938_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1938+STABILITY: SURFACE MOTION
 BV1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1938+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1938
 BV1938  HISTORY     - Date     Condition        Report By
 BV1938  HISTORY     - 1989     MONUMENTED       MSHD
 BV1938
 BV1938                          STATION DESCRIPTION
 BV1938
 BV1938'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1938'MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) WEST-NORTHWEST OF HATTIESBURG,
 BV1938'ON THE EAST R.O.W OF I-59, 1.2 MI (1.9 KM) NORTH OF THE U.S. HIGHWAY
 BV1938'98 (HARDY STREET) BRIDGE OVER I-59, 1.15 MI (1.85 KM) SOUTHWEST OF
 BV1938'THE I-59 BRIDGE OVER U.S. HIGHWAY 49, 0.35 MI (0.56 KM) SOUTH OF
 BV1938'MILEPOST 67, 0.3 MI (0.5 KM) NORTH OF A RAILROAD OVERPASS AND IN
 BV1938'SECTION 1, T 4N, R 14W.
 BV1938'MARK IS A MSHD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE
 BV1938'POST, ABOUT LEVEL WITH THE HIGHWAY, FLUSH WITH THE GROUND, 57.0 FT
 BV1938'(17.4 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF I-59, 15.2 FT
 BV1938'(4.6 M) NORTHEAST OF THE WEST POST OF A SIGN, 11.4 FT (3.5 M) SOUTH
 BV1938'OF A 12 INCH PINE, 9.4 FT (2.9 M) NORTH OF THE EAST POST OF A SIGN
 BV1938'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1939 ***********************************************************************
 BV1939  DESIGNATION -  49 V 233
 BV1939  PID         -  BV1939
 BV1939  STATE/COUNTY-  MS/LAMAR
 BV1939  USGS QUAD   -  HATTIESBURG (1982)
 BV1939
 BV1939                         *CURRENT SURVEY CONTROL
 BV1939  ___________________________________________________________________
 BV1939* NAD 83(1986)-  31 21 24.     (N)    089 20 48.     (W)     SCALED    
 BV1939* NAVD 88     -        57.908  (meters)     189.99   (feet)  ADJUSTED  
 BV1939  ___________________________________________________________________
 BV1939  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BV1939  DYNAMIC HT  -          57.838 (meters)     189.76  (feet)  COMP
 BV1939  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BV1939
 BV1939  VERT ORDER  -  SECOND    CLASS II
 BV1939
 BV1939.The horizontal coordinates were scaled from a topographic map and have
 BV1939.an estimated accuracy of +/- 6 seconds.
 BV1939
 BV1939.The orthometric height was determined by differential leveling
 BV1939.and adjusted in May 1996.
 BV1939
 BV1939.The geoid height was determined by GEOID03.
 BV1939
 BV1939.The dynamic height is computed by dividing the NAVD 88
 BV1939.geopotential number by the normal gravity value computed on the
 BV1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1939.degrees latitude (g = 980.6199 gals.).
 BV1939
 BV1939.The modeled gravity was interpolated from observed gravity values.
 BV1939
 BV1939;                    North         East    Units  Estimated Accuracy
 BV1939;SPC MS E     -   205,930.      251,160.      MT  (+/- 180 meters Scaled)
 BV1939
 BV1939                          SUPERSEDED SURVEY CONTROL
 BV1939
 BV1939.No superseded survey control is available for this station.
 BV1939
 BV1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV767715(NAD 83)
 BV1939_MARKER: DD = SURVEY DISK
 BV1939_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1939_SP_SET: BRIDGE ABUTMENT
 BV1939_STAMPING: BM 49 V 233 1989
 BV1939_MARK LOGO: MSHD  
 BV1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1939+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1939
 BV1939  HISTORY     - Date     Condition        Report By
 BV1939  HISTORY     - 1989     MONUMENTED       MSHD
 BV1939
 BV1939                          STATION DESCRIPTION
 BV1939
 BV1939'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1939'MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTHWEST OF HATTIESBURG, IN
 BV1939'THE NORTH BOUND I-59 BRIDGE OVER U.S. HIGHWAY 49 AND IS IN SECTION
 BV1939'31, T 5N, R 13W.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL
 BV1939'HOLE IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE,
 BV1939'92.5 FT (28.2 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 BV1939'U.S. HIGHWAY 49, 27 FT (8.2 M) SOUTHEAST OF THE CENTER OF THE NORTH
 BV1939'BOUND LANE OF I-59 AND IS ABOUT LEVEL WITH I-59.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1940 ***********************************************************************
 BV1940  DESIGNATION -  49 V 234
 BV1940  PID         -  BV1940
 BV1940  STATE/COUNTY-  MS/FORREST
 BV1940  USGS QUAD   -  HATTIESBURG (1982)
 BV1940
 BV1940                         *CURRENT SURVEY CONTROL
 BV1940  ___________________________________________________________________
 BV1940* NAD 83(1986)-  31 22 08.     (N)    089 21 30.     (W)     SCALED    
 BV1940* NAVD 88     -        60.364  (meters)     198.04   (feet)  ADJUSTED  
 BV1940  ___________________________________________________________________
 BV1940  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BV1940  DYNAMIC HT  -          60.291 (meters)     197.80  (feet)  COMP
 BV1940  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BV1940
 BV1940  VERT ORDER  -  SECOND    CLASS II
 BV1940
 BV1940.The horizontal coordinates were scaled from a topographic map and have
 BV1940.an estimated accuracy of +/- 6 seconds.
 BV1940
 BV1940.The orthometric height was determined by differential leveling
 BV1940.and adjusted in May 1996.
 BV1940
 BV1940.The geoid height was determined by GEOID03.
 BV1940
 BV1940.The dynamic height is computed by dividing the NAVD 88
 BV1940.geopotential number by the normal gravity value computed on the
 BV1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1940.degrees latitude (g = 980.6199 gals.).
 BV1940
 BV1940.The modeled gravity was interpolated from observed gravity values.
 BV1940
 BV1940;                    North         East    Units  Estimated Accuracy
 BV1940;SPC MS E     -   207,290.      250,060.      MT  (+/- 180 meters Scaled)
 BV1940
 BV1940                          SUPERSEDED SURVEY CONTROL
 BV1940
 BV1940.No superseded survey control is available for this station.
 BV1940
 BV1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV757728(NAD 83)
 BV1940_MARKER: DD = SURVEY DISK
 BV1940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1940_SP_SET: PIPE CULVERT
 BV1940_STAMPING: BM 49 V 234 1989
 BV1940_MARK LOGO: MSHD  
 BV1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1940+STABILITY: SURFACE MOTION
 BV1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1940+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1940
 BV1940  HISTORY     - Date     Condition        Report By
 BV1940  HISTORY     - 1989     MONUMENTED       MSHD
 BV1940
 BV1940                          STATION DESCRIPTION
 BV1940
 BV1940'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1940'MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTHWEST OF HATTIESBURG, IN A
 BV1940'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1 MI (1.6 KM)
 BV1940'NORTHWEST OF THE I-59 BRIDGE OVER U.S. HIGHWAY 49 ABOUT 3.9 MI (6.3
 BV1940'KM) NORTHWEST OF HATTIESBURG AND IS IN SECTION 25, T 5N, R 14W.  MARK
 BV1940'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP CENTER
 BV1940'OF THE NORTHEAST HEADWALL OF A 60 INCH ROUND CONCRETE PIPE CULVERT,
 BV1940'71 FT (21.6 M) SOUTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE TO
 BV1940'THE NECO PLANT, 41 FT (12.5 M) NORTHEAST OF THE CENTER OF THE NORTH
 BV1940'BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF
 BV1940'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1941 ***********************************************************************
 BV1941  DESIGNATION -  49 V 235
 BV1941  PID         -  BV1941
 BV1941  STATE/COUNTY-  MS/FORREST
 BV1941  USGS QUAD   -  EASTABUCHIE (1982)
 BV1941
 BV1941                         *CURRENT SURVEY CONTROL
 BV1941  ___________________________________________________________________
 BV1941* NAD 83(1986)-  31 22 54.     (N)    089 22 12.     (W)     SCALED    
 BV1941* NAVD 88     -        51.422  (meters)     168.71   (feet)  ADJUSTED  
 BV1941  ___________________________________________________________________
 BV1941  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BV1941  DYNAMIC HT  -          51.360 (meters)     168.50  (feet)  COMP
 BV1941  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 BV1941
 BV1941  VERT ORDER  -  SECOND    CLASS II
 BV1941
 BV1941.The horizontal coordinates were scaled from a topographic map and have
 BV1941.an estimated accuracy of +/- 6 seconds.
 BV1941
 BV1941.The orthometric height was determined by differential leveling
 BV1941.and adjusted in May 1996.
 BV1941
 BV1941.The geoid height was determined by GEOID03.
 BV1941
 BV1941.The dynamic height is computed by dividing the NAVD 88
 BV1941.geopotential number by the normal gravity value computed on the
 BV1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1941.degrees latitude (g = 980.6199 gals.).
 BV1941
 BV1941.The modeled gravity was interpolated from observed gravity values.
 BV1941
 BV1941;                    North         East    Units  Estimated Accuracy
 BV1941;SPC MS E     -   208,720.      248,950.      MT  (+/- 180 meters Scaled)
 BV1941
 BV1941                          SUPERSEDED SURVEY CONTROL
 BV1941
 BV1941.No superseded survey control is available for this station.
 BV1941
 BV1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV746743(NAD 83)
 BV1941_MARKER: DD = SURVEY DISK
 BV1941_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1941_SP_SET: BRIDGE ABUTMENT
 BV1941_STAMPING: BM 49 V 235 1989
 BV1941_MARK LOGO: MSHD  
 BV1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1941+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1941
 BV1941  HISTORY     - Date     Condition        Report By
 BV1941  HISTORY     - 1989     MONUMENTED       MSHD
 BV1941
 BV1941                          STATION DESCRIPTION
 BV1941
 BV1941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1941'MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF HATTIESBURG, IN
 BV1941'THE NORTHWEST ABUTMENT OF THE U.S. HIGHWAY 49 NORTH BOUND BRIDGE
 BV1941'OVER MINERAL CREEK AND IS IN SECTION 23, T 5N, R 14W.  TO REACH FROM
 BV1941'THE I-59 BRIDGE OVER U.S. HIGHWAY 49 ABOUT 3.9 MI (6.3 KM) NORTHWEST
 BV1941'OF HATTIESBURG, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.05 MI (3.30
 BV1941'KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV1941'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 BV1941'NORTHWEST ABUTMENT OF THE CONCRETE BRIDGE, 18.5 FT (5.6 M) NORTHEAST
 BV1941'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 0.5
 BV1941'FT (0.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1942 ***********************************************************************
 BV1942  DESIGNATION -  49 V 236
 BV1942  PID         -  BV1942
 BV1942  STATE/COUNTY-  MS/FORREST
 BV1942  USGS QUAD   -  SANFORD (1982)
 BV1942
 BV1942                         *CURRENT SURVEY CONTROL
 BV1942  ___________________________________________________________________
 BV1942* NAD 83(1986)-  31 23 21.     (N)    089 22 44.     (W)     SCALED    
 BV1942* NAVD 88     -        53.946  (meters)     176.99   (feet)  ADJUSTED  
 BV1942  ___________________________________________________________________
 BV1942  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BV1942  DYNAMIC HT  -          53.881 (meters)     176.77  (feet)  COMP
 BV1942  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 BV1942
 BV1942  VERT ORDER  -  SECOND    CLASS II
 BV1942
 BV1942.The horizontal coordinates were scaled from a topographic map and have
 BV1942.an estimated accuracy of +/- 6 seconds.
 BV1942
 BV1942.The orthometric height was determined by differential leveling
 BV1942.and adjusted in May 1996.
 BV1942
 BV1942.The geoid height was determined by GEOID03.
 BV1942
 BV1942.The dynamic height is computed by dividing the NAVD 88
 BV1942.geopotential number by the normal gravity value computed on the
 BV1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1942.degrees latitude (g = 980.6199 gals.).
 BV1942
 BV1942.The modeled gravity was interpolated from observed gravity values.
 BV1942
 BV1942;                    North         East    Units  Estimated Accuracy
 BV1942;SPC MS E     -   209,550.      248,110.      MT  (+/- 180 meters Scaled)
 BV1942
 BV1942                          SUPERSEDED SURVEY CONTROL
 BV1942
 BV1942.No superseded survey control is available for this station.
 BV1942
 BV1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV737751(NAD 83)
 BV1942_MARKER: DD = SURVEY DISK
 BV1942_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1942_SP_SET: BRIDGE ABUTMENT
 BV1942_STAMPING: BM 49 V 236 1989
 BV1942_MARK LOGO: MSHD  
 BV1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1942+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1942
 BV1942  HISTORY     - Date     Condition        Report By
 BV1942  HISTORY     - 1989     MONUMENTED       MSHD
 BV1942
 BV1942                          STATION DESCRIPTION
 BV1942
 BV1942'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1942'MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF HATTIESBURG, IN
 BV1942'THE NORTHWEST ABUTMENT OF THE U.S. HIGHWAY 49 BRIDGE OVER BIG CREEK
 BV1942'AND IS IN SECTION 23, T 5N, R 14W.  TO REACH FROM THE I-59 BRIDGE
 BV1942'OVER U.S. HIGHWAY 49 ABOUT 3.9 MI (6.3 KM) NORTHWEST OF HATTIESBURG,
 BV1942'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.85 MI (4.59 KM) TO THE BRIDGE
 BV1942'AND THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN
 BV1942'A DRILL HOLE IN THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE
 BV1942'CONCRETE BRIDGE, 18 FT (5.5 M) SOUTHWEST OF THE CENTER OF THE NORTH
 BV1942'BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1943 ***********************************************************************
 BV1943  DESIGNATION -  49 V 237
 BV1943  PID         -  BV1943
 BV1943  STATE/COUNTY-  MS/FORREST
 BV1943  USGS QUAD   -  SANFORD (1982)
 BV1943
 BV1943                         *CURRENT SURVEY CONTROL
 BV1943  ___________________________________________________________________
 BV1943* NAD 83(1986)-  31 23 59.     (N)    089 23 21.     (W)     SCALED    
 BV1943* NAVD 88     -        58.729  (meters)     192.68   (feet)  ADJUSTED  
 BV1943  ___________________________________________________________________
 BV1943  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BV1943  DYNAMIC HT  -          58.658 (meters)     192.45  (feet)  COMP
 BV1943  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BV1943
 BV1943  VERT ORDER  -  SECOND    CLASS II
 BV1943
 BV1943.The horizontal coordinates were scaled from a topographic map and have
 BV1943.an estimated accuracy of +/- 6 seconds.
 BV1943
 BV1943.The orthometric height was determined by differential leveling
 BV1943.and adjusted in May 1996.
 BV1943
 BV1943.The geoid height was determined by GEOID03.
 BV1943
 BV1943.The dynamic height is computed by dividing the NAVD 88
 BV1943.geopotential number by the normal gravity value computed on the
 BV1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1943.degrees latitude (g = 980.6199 gals.).
 BV1943
 BV1943.The modeled gravity was interpolated from observed gravity values.
 BV1943
 BV1943;                    North         East    Units  Estimated Accuracy
 BV1943;SPC MS E     -   210,730.      247,140.      MT  (+/- 180 meters Scaled)
 BV1943
 BV1943                          SUPERSEDED SURVEY CONTROL
 BV1943
 BV1943.No superseded survey control is available for this station.
 BV1943
 BV1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV728763(NAD 83)
 BV1943_MARKER: DD = SURVEY DISK
 BV1943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1943_SP_SET: PIPE CULVERT
 BV1943_STAMPING: BM 49 V 237 1989
 BV1943_MARK LOGO: MSHD  
 BV1943_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1943+STABILITY: SURFACE MOTION
 BV1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1943+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1943
 BV1943  HISTORY     - Date     Condition        Report By
 BV1943  HISTORY     - 1989     MONUMENTED       MSHD
 BV1943
 BV1943                          STATION DESCRIPTION
 BV1943
 BV1943'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1943'MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF HATTIESBURG, IN A
 BV1943'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.9 MI (3.1
 BV1943'KM) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY
 BV1943'49 AND IS IN SECTION 15, T 5N, R 14W.  TO REACH FROM THE I-59 BRIDGE
 BV1943'OVER U.S, HIGHWAY 49 ABOUT 3.9 MI (6.3 KM) NORTHWEST OF HATTIESBURG,
 BV1943'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 3.85 MI (6.20 KM) TO A SIDE ROAD
 BV1943'AND THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN
 BV1943'A DRILL HOLE ON TOP CENTER OF THE NORTHEAST HEADWALL OF A 48 INCH
 BV1943'ROUND CONCRETE PIPE CULVERT, 148.5 FT (45.3 M) SOUTHEAST OF THE
 BV1943'CENTER OF A PAVED ROAD, 40.5 FT (12.3 M) NORTHEAST OF THE CENTER OF
 BV1943'THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1.5 FT (0.5 M) BELOW
 BV1943'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1944 ***********************************************************************
 BV1944  DESIGNATION -  49 V 238
 BV1944  PID         -  BV1944
 BV1944  STATE/COUNTY-  MS/FORREST
 BV1944  USGS QUAD   -  SANFORD (1982)
 BV1944
 BV1944                         *CURRENT SURVEY CONTROL
 BV1944  ___________________________________________________________________
 BV1944* NAD 83(1986)-  31 24 40.     (N)    089 24 06.     (W)     SCALED    
 BV1944* NAVD 88     -        62.891  (meters)     206.33   (feet)  ADJUSTED  
 BV1944  ___________________________________________________________________
 BV1944  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BV1944  DYNAMIC HT  -          62.815 (meters)     206.09  (feet)  COMP
 BV1944  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BV1944
 BV1944  VERT ORDER  -  SECOND    CLASS II
 BV1944
 BV1944.The horizontal coordinates were scaled from a topographic map and have
 BV1944.an estimated accuracy of +/- 6 seconds.
 BV1944
 BV1944.The orthometric height was determined by differential leveling
 BV1944.and adjusted in May 1996.
 BV1944
 BV1944.The geoid height was determined by GEOID03.
 BV1944
 BV1944.The dynamic height is computed by dividing the NAVD 88
 BV1944.geopotential number by the normal gravity value computed on the
 BV1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1944.degrees latitude (g = 980.6199 gals.).
 BV1944
 BV1944.The modeled gravity was interpolated from observed gravity values.
 BV1944
 BV1944;                    North         East    Units  Estimated Accuracy
 BV1944;SPC MS E     -   212,000.      245,960.      MT  (+/- 180 meters Scaled)
 BV1944
 BV1944                          SUPERSEDED SURVEY CONTROL
 BV1944
 BV1944.No superseded survey control is available for this station.
 BV1944
 BV1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV716776(NAD 83)
 BV1944_MARKER: DD = SURVEY DISK
 BV1944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1944_SP_SET: PIPE CULVERT
 BV1944_STAMPING: BM 49 V 238 1989
 BV1944_MARK LOGO: MSHD  
 BV1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1944+STABILITY: SURFACE MOTION
 BV1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1944+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 BV1944
 BV1944  HISTORY     - Date     Condition        Report By
 BV1944  HISTORY     - 1989     MONUMENTED       MSHD
 BV1944  HISTORY     - 20050811 GOOD             MSDOT
 BV1944  HISTORY     - 20081129 POOR             MSSU
 BV1944
 BV1944                          STATION DESCRIPTION
 BV1944
 BV1944'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1944'MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHWEST OF HATTIESBURG, IN A
 BV1944'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.8 MI (1.3
 BV1944'KM) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY
 BV1944'49 AND IS IN SECTION 9, T 5N, R 14W.  TO REACH FROM THE I-59 BRIDGE
 BV1944'OVER U.S. HIGHWAY 49 ABOUT 3.9 MI (6.3 KM) NORTHWEST OF HATTIESBURG,
 BV1944'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.95 MI (7.97 KM) TO THE MARK ON
 BV1944'THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON
 BV1944'THE TOP AND NEAR THE CENTER OF THE NORTHEAST HEADWALL OF A 42 INCH
 BV1944'ROUND CONCRETE PIPE CULVERT, ABOUT 50 YDS SOUTHWEST OF A POWER
 BV1944'SUBSTATION, 27.5 FT (8.4 M) NORTHEAST OF THE CENTER OF THE NORTH
 BV1944'BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF
 BV1944'THE HIGHWAY.
 BV1944
 BV1944                          STATION RECOVERY (2005)
 BV1944
 BV1944'RECOVERY NOTE BY MS DEPT TRANS 2005 (RH)
 BV1944'RECOVERED IN GOOD CONDITION.
 BV1944
 BV1944                          STATION RECOVERY (2008)
 BV1944
 BV1944'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (DMF)
 BV1944'MARK HAS INCORRECT STAMPIN NUMBER-NUMBER ON DISK IS 49 V 288 INSTEAD
 BV1944'OF 49 V 238(THIS NUMBER IS ALREADY IN USE ELSEWHERE IN THE STATE OF
 BV1944'MISSISSIPPI)
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1945 ***********************************************************************
 BV1945  DESIGNATION -  49 V 239
 BV1945  PID         -  BV1945
 BV1945  STATE/COUNTY-  MS/FORREST
 BV1945  USGS QUAD   -  SANFORD (1982)
 BV1945
 BV1945                         *CURRENT SURVEY CONTROL
 BV1945  ___________________________________________________________________
 BV1945* NAD 83(1986)-  31 25 20.     (N)    089 24 51.     (W)     SCALED    
 BV1945* NAVD 88     -        62.383  (meters)     204.67   (feet)  ADJUSTED  
 BV1945  ___________________________________________________________________
 BV1945  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BV1945  DYNAMIC HT  -          62.308 (meters)     204.42  (feet)  COMP
 BV1945  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 BV1945
 BV1945  VERT ORDER  -  SECOND    CLASS II
 BV1945
 BV1945.The horizontal coordinates were scaled from a topographic map and have
 BV1945.an estimated accuracy of +/- 6 seconds.
 BV1945
 BV1945.The orthometric height was determined by differential leveling
 BV1945.and adjusted in May 1996.
 BV1945
 BV1945.The geoid height was determined by GEOID03.
 BV1945
 BV1945.The dynamic height is computed by dividing the NAVD 88
 BV1945.geopotential number by the normal gravity value computed on the
 BV1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1945.degrees latitude (g = 980.6199 gals.).
 BV1945
 BV1945.The modeled gravity was interpolated from observed gravity values.
 BV1945
 BV1945;                    North         East    Units  Estimated Accuracy
 BV1945;SPC MS E     -   213,230.      244,780.      MT  (+/- 180 meters Scaled)
 BV1945
 BV1945                          SUPERSEDED SURVEY CONTROL
 BV1945
 BV1945.No superseded survey control is available for this station.
 BV1945
 BV1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV705789(NAD 83)
 BV1945_MARKER: DD = SURVEY DISK
 BV1945_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1945_SP_SET: PIPE CULVERT
 BV1945_STAMPING: BM 49 V 239 1989
 BV1945_MARK LOGO: MSHD  
 BV1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1945+STABILITY: SURFACE MOTION
 BV1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1945+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1945
 BV1945  HISTORY     - Date     Condition        Report By
 BV1945  HISTORY     - 1989     MONUMENTED       MSHD
 BV1945  HISTORY     - 20050811 MARK NOT FOUND   MSDOT
 BV1945
 BV1945                          STATION DESCRIPTION
 BV1945
 BV1945'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1945'MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF HATTIESBURG, IN A
 BV1945'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 10.8 MI (17.4
 BV1945'KM) SOUTHEAST OF SEMINARY, 1.1 MI (1.8 KM) SOUTHEAST OF THE COVINGTON
 BV1945'COUNTY COUNTY LINE, 0.15 MI (0.24 KM) NORTHWEST OF THE JUNCTION OF
 BV1945'STATE HIGHWAY 42 AND IS IN SECTION 4, T 5N, R 14W.  TO REACH FROM THE
 BV1945'I-59 BRIDGE OVER U.S. HIGHWAY 49 ABOUT 3.9 MI (6.3 KM) NORTHWEST OF
 BV1945'HATTIESBURG, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 5.9 MI (9.5 KM) TO
 BV1945'THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV1945'DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 48
 BV1945'INCH ROUND CONCRETE PIPE, 29 FT (8.8 M) NORTHEAST OF THE CENTER OF
 BV1945'THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1.5 FT (0.5 M) BELOW
 BV1945'THE LEVEL OF THE HIGHWAY.
 BV1945
 BV1945                          STATION RECOVERY (2005)
 BV1945
 BV1945'RECOVERY NOTE BY MS DEPT TRANS 2005
 BV1945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8599 ***********************************************************************
 DJ8599  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8599  DESIGNATION -  49 V 23X
 DJ8599  PID         -  DJ8599
 DJ8599  STATE/COUNTY-  MS/YAZOO
 DJ8599  USGS QUAD   -  BENTONIA (1988)
 DJ8599
 DJ8599                         *CURRENT SURVEY CONTROL
 DJ8599  ___________________________________________________________________
 DJ8599* NAD 83(2007)-  32 37 58.03204(N)    090 22 07.59764(W)     ADJUSTED  
 DJ8599* NAVD 88     -        57.43   (meters)     188.4    (feet)  GPS OBS   
 DJ8599  ___________________________________________________________________
 DJ8599  EPOCH DATE  -        2002.00
 DJ8599  X           -     -34,605.389 (meters)                     COMP
 DJ8599  Y           -  -5,376,459.688 (meters)                     COMP
 DJ8599  Z           -   3,419,749.948 (meters)                     COMP
 DJ8599  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DJ8599  ELLIP HEIGHT-          30.602 (meters)          (02/15/08) ADJUSTED
 DJ8599  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DJ8599  HORZ ORDER  -  FIRST
 DJ8599  ELLP ORDER  -  FOURTH    CLASS II
 DJ8599
 DJ8599.The horizontal coordinates were established by GPS observations
 DJ8599.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8599
 DJ8599.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8599.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8599.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8599.The epoch date for horizontal control is a decimal equivalence
 DJ8599.of Year/Month/Day.
 DJ8599
 DJ8599.The orthometric height was determined by GPS observations and a
 DJ8599.high-resolution geoid model.
 DJ8599.The orthometric height was determined by GPS observations and a
 DJ8599.high-resolution geoid model using precise GPS observation and
 DJ8599.processing techniques.
 DJ8599
 DJ8599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8599
 DJ8599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8599
 DJ8599.The ellipsoidal height was determined by GPS observations
 DJ8599.and is referenced to NAD 83.
 DJ8599
 DJ8599.The geoid height was determined by GEOID03.
 DJ8599
 DJ8599;                    North         East     Units Scale Factor Converg.
 DJ8599;SPC MS W     -   347,317.558   696,674.177   MT  0.99995014   -0 01 08.8
 DJ8599;SPC MS W     - 1,139,491.02  2,285,671.86   sFT  0.99995014   -0 01 08.8
 DJ8599;UTM  15      - 3,613,636.663   746,847.609   MT  1.00035143   +1 25 10.6
 DJ8599
 DJ8599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8599!SPC MS W     -   0.99999520  x   0.99995014  =   0.99994534
 DJ8599!UTM  15      -   0.99999520  x   1.00035143  =   1.00034662
 DJ8599
 DJ8599                          SUPERSEDED SURVEY CONTROL
 DJ8599
 DJ8599.No superseded survey control is available for this station.
 DJ8599
 DJ8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4684813637(NAD 83)
 DJ8599_MARKER: I = METAL ROD
 DJ8599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8599+WITH SETTING: INFORMATION.
 DJ8599_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8599_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8599+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DJ8599_ROD/PIPE-DEPTH:  0.6 meters
 DJ8599
 DJ8599  HISTORY     - Date     Condition        Report By
 DJ8599  HISTORY     - 20061220 MONUMENTED       EMCINC
 DJ8599
 DJ8599                          STATION DESCRIPTION
 DJ8599
 DJ8599'DESCRIBED BY EMC INCORPORATED 2006
 DJ8599'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 DJ8599'433 FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF PRITCHARD AVE., TURN
 DJ8599'LEFT AND GO SOUTH FOR 0.56 MI (0.9 KM) TO MARK ON THE RIGHT. LOCATED
 DJ8599'16.3' WEST OF THE CENTERLINE OF PRITCHARD AVENUE., 80.6' NW OF A POWER
 DJ8599'POLE, 193' SOUTH OF GRAVEL DRIVE TO HOUSE NO.  105. SET 1/2 IN IRON
 DJ8599'ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0099 ***********************************************************************
 CP0099  DESIGNATION -  49 V 24
 CP0099  PID         -  CP0099
 CP0099  STATE/COUNTY-  MS/YAZOO
 CP0099  USGS QUAD   -  BENTONIA (1988)
 CP0099
 CP0099                         *CURRENT SURVEY CONTROL
 CP0099  ___________________________________________________________________
 CP0099* NAD 83(1986)-  32 38 24.     (N)    090 22 08.     (W)     SCALED    
 CP0099* NAVD 88     -        57.231  (meters)     187.77   (feet)  ADJUSTED  
 CP0099  ___________________________________________________________________
 CP0099  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP0099  DYNAMIC HT  -          57.166 (meters)     187.55  (feet)  COMP
 CP0099  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CP0099
 CP0099  VERT ORDER  -  SECOND    CLASS 0
 CP0099
 CP0099.The horizontal coordinates were scaled from a topographic map and have
 CP0099.an estimated accuracy of +/- 6 seconds.
 CP0099
 CP0099.The orthometric height was determined by differential leveling
 CP0099.and adjusted in June 1991.
 CP0099
 CP0099.The geoid height was determined by GEOID03.
 CP0099
 CP0099.The dynamic height is computed by dividing the NAVD 88
 CP0099.geopotential number by the normal gravity value computed on the
 CP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0099.degrees latitude (g = 980.6199 gals.).
 CP0099
 CP0099.The modeled gravity was interpolated from observed gravity values.
 CP0099
 CP0099;                    North         East    Units  Estimated Accuracy
 CP0099;SPC MS W     -   348,120.      696,660.      MT  (+/- 180 meters Scaled)
 CP0099
 CP0099                          SUPERSEDED SURVEY CONTROL
 CP0099
 CP0099  NGVD 29 (??/??/92)   57.311  (m)          188.03   (f) ADJ UNCH    2 0
 CP0099
 CP0099.Superseded values are not recommended for survey control.
 CP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0099.See file dsdata.txt to determine how the superseded data were derived.
 CP0099
 CP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS468144(NAD 83)
 CP0099_MARKER: DB = BENCH MARK DISK
 CP0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0099_SP_SET: ABUTMENT
 CP0099_STAMPING: BM 49V-23 (1960)
 CP0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0099
 CP0099  HISTORY     - Date     Condition        Report By
 CP0099  HISTORY     - 1960     MONUMENTED       MSHD
 CP0099  HISTORY     - 1966     GOOD             MSHD
 CP0099
 CP0099                          STATION DESCRIPTION
 CP0099
 CP0099'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0099'IN BENTONIA.
 CP0099'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0099'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN LEFT AND GO
 CP0099'0.1 MILES TO THE CONCRETE BRIDGE AND THE MARK ON THE LEFT IN THE
 CP0099'NORTHEAST ABUTMENT OF THE BRIDGE.  NOTE-- IT IS 15 FEET NORTHEAST OF
 CP0099'CENTER OF HIGHWAY 49.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1946 ***********************************************************************
 BV1946  DESIGNATION -  49 V 240
 BV1946  PID         -  BV1946
 BV1946  STATE/COUNTY-  MS/FORREST
 BV1946  USGS QUAD   -  SANFORD (1982)
 BV1946
 BV1946                         *CURRENT SURVEY CONTROL
 BV1946  ___________________________________________________________________
 BV1946* NAD 83(1986)-  31 26 01.     (N)    089 25 13.     (W)     SCALED    
 BV1946* NAVD 88     -        56.883  (meters)     186.62   (feet)  ADJUSTED  
 BV1946  ___________________________________________________________________
 BV1946  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BV1946  DYNAMIC HT  -          56.815 (meters)     186.40  (feet)  COMP
 BV1946  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BV1946
 BV1946  VERT ORDER  -  SECOND    CLASS II
 BV1946
 BV1946.The horizontal coordinates were scaled from a topographic map and have
 BV1946.an estimated accuracy of +/- 6 seconds.
 BV1946
 BV1946.The orthometric height was determined by differential leveling
 BV1946.and adjusted in May 1996.
 BV1946
 BV1946.The geoid height was determined by GEOID03.
 BV1946
 BV1946.The dynamic height is computed by dividing the NAVD 88
 BV1946.geopotential number by the normal gravity value computed on the
 BV1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1946.degrees latitude (g = 980.6199 gals.).
 BV1946
 BV1946.The modeled gravity was interpolated from observed gravity values.
 BV1946
 BV1946;                    North         East    Units  Estimated Accuracy
 BV1946;SPC MS E     -   214,500.      244,200.      MT  (+/- 180 meters Scaled)
 BV1946
 BV1946                          SUPERSEDED SURVEY CONTROL
 BV1946
 BV1946.No superseded survey control is available for this station.
 BV1946
 BV1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV699801(NAD 83)
 BV1946_MARKER: DD = SURVEY DISK
 BV1946_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1946_SP_SET: PIPE CULVERT
 BV1946_STAMPING: BM 49 V 240 1989
 BV1946_MARK LOGO: MSHD  
 BV1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1946+STABILITY: SURFACE MOTION
 BV1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1946+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 BV1946
 BV1946  HISTORY     - Date     Condition        Report By
 BV1946  HISTORY     - 1989     MONUMENTED       MSHD
 BV1946  HISTORY     - 20050811 GOOD             MSDOT
 BV1946
 BV1946                          STATION DESCRIPTION
 BV1946
 BV1946'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1946'MARKM IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF HATTIESBURG IN
 BV1946'A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 JUST SOUTH
 BV1946'OF THE COVINGTON COUNTY LINE, 9.9 MI (15.9 KM) SOUTHEAST OF SEMINARY,
 BV1946'3.8 MI (6.1 KM) SOUTH OF SANFORD, 1.2 MI (1.9 KM) NORTHWEST OF THE
 BV1946'JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY 49 AND IS IN SECTION
 BV1946'5, T 5N, R 14W.  TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 49
 BV1946'ABOUT 3.9 MI (6.3 KM) NORTHWEST OF HATTIESBURG, GO NORTHWEST ON U.S.
 BV1946'HIGHWAY 49 FOR 6.95 MI (11.18 KM) TO THE MARK ON THE RIGHT.  THE MARK
 BV1946'ALSO CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1946'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, BY GOING SOUTH ON
 BV1946'U.S. HIGHWAY 49 FOR 5 MI (8.0 KM) TO THE JUNCTION OF STATE HIGHWAY
 BV1946'598, CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 5.55 MI (8.93 KM) TO THE
 BV1946'MARK ON THE LEFT JUST BEYOND THE FORREST COUNTY LINE.  MARK IS A MSHD
 BV1946'REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE TOP CENTER OF THE
 BV1946'NORTHEAST HEADWALL OF A 48 INCH ROUND CONCRETE PIPE CULVERT, 155.5 FT
 BV1946'(47.4 M) SOUTHEAST OF THE COUNTY LINE SIGN, 122 FT (37.2 M) NORTHWEST
 BV1946'OF THE PROJECTED CENTER OF A CROSSOVER, 28.5 FT (8.7 M) NORTHEAST OF
 BV1946'THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT
 BV1946'(0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1946
 BV1946                          STATION RECOVERY (2005)
 BV1946
 BV1946'RECOVERY NOTE BY MS DEPT TRANS 2005 (RH)
 BV1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1947 ***********************************************************************
 BV1947  DESIGNATION -  49 V 241
 BV1947  PID         -  BV1947
 BV1947  STATE/COUNTY-  MS/COVINGTON
 BV1947  USGS QUAD   -  SANFORD (1982)
 BV1947
 BV1947                         *CURRENT SURVEY CONTROL
 BV1947  ___________________________________________________________________
 BV1947* NAD 83(1986)-  31 26 35.     (N)    089 25 38.     (W)     SCALED    
 BV1947* NAVD 88     -        63.111  (meters)     207.06   (feet)  ADJUSTED  
 BV1947  ___________________________________________________________________
 BV1947  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BV1947  DYNAMIC HT  -          63.035 (meters)     206.81  (feet)  COMP
 BV1947  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 BV1947
 BV1947  VERT ORDER  -  SECOND    CLASS II
 BV1947
 BV1947.The horizontal coordinates were scaled from a topographic map and have
 BV1947.an estimated accuracy of +/- 6 seconds.
 BV1947
 BV1947.The orthometric height was determined by differential leveling
 BV1947.and adjusted in May 1996.
 BV1947
 BV1947.The geoid height was determined by GEOID03.
 BV1947
 BV1947.The dynamic height is computed by dividing the NAVD 88
 BV1947.geopotential number by the normal gravity value computed on the
 BV1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1947.degrees latitude (g = 980.6199 gals.).
 BV1947
 BV1947.The modeled gravity was interpolated from observed gravity values.
 BV1947
 BV1947;                    North         East    Units  Estimated Accuracy
 BV1947;SPC MS E     -   215,550.      243,550.      MT  (+/- 180 meters Scaled)
 BV1947
 BV1947                          SUPERSEDED SURVEY CONTROL
 BV1947
 BV1947.No superseded survey control is available for this station.
 BV1947
 BV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV693812(NAD 83)
 BV1947_MARKER: DD = SURVEY DISK
 BV1947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1947_SP_SET: PIPE CULVERT
 BV1947_STAMPING: BM 49 V 241 1989
 BV1947_MARK LOGO: MSHD  
 BV1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1947+STABILITY: SURFACE MOTION
 BV1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1947+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1947
 BV1947  HISTORY     - Date     Condition        Report By
 BV1947  HISTORY     - 1989     MONUMENTED       MSHD
 BV1947  HISTORY     - 20040220 GOOD             USPSQD
 BV1947  HISTORY     - 20050318 GOOD             USPSQD
 BV1947
 BV1947                          STATION DESCRIPTION
 BV1947
 BV1947'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1947'MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHEAST OF SEMINARY, IN A
 BV1947'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.45 MI (7.16
 BV1947'KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 BV1947'598, 2 MI (3.2 KM) NORTHWEST OF THE JUNCTION STATE HIGHWAY 42 AND
 BV1947'U.S. HIGHWAY 49, 0.75 MI (1.21 KM) NORTHWEST OF THE FORREST COUNTY
 BV1947'LINE AND IS IN SECTION 32, T 6N, R 14W.  T0 REACH FROM THE JUNCTION
 BV1947'OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST
 BV1947'OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 9.6 MI (15.4 KM)
 BV1947'T6O THE MARK ON THE LEFT.  MSRK IS A MSHD REFERENCE MARK DISK SET IN
 BV1947'A DRILL HOLE IN THE TOP CENTER OF THE NORTHEAST HEADWALL A 36 INCH
 BV1947'ROUND CONCRETE PIPE CULVERT, 69 FT (21.0 M) NORTHWEST OF THE CENTER
 BV1947'OF A PRIVATE ROAD, 37 FT (11.3 M) NORTHWEST OF THE CENTER OF THE
 BV1947'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW THE
 BV1947'LEVEL OF THE HIGHWAY.
 BV1947
 BV1947                          STATION RECOVERY (2004)
 BV1947
 BV1947'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1947'RECOVERED IN GOOD CONDITION.
 BV1947
 BV1947                          STATION RECOVERY (2005)
 BV1947
 BV1947'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1948 ***********************************************************************
 BV1948  DESIGNATION -  49 V 242
 BV1948  PID         -  BV1948
 BV1948  STATE/COUNTY-  MS/COVINGTON
 BV1948  USGS QUAD   -  SANFORD (1982)
 BV1948
 BV1948                         *CURRENT SURVEY CONTROL
 BV1948  ___________________________________________________________________
 BV1948* NAD 83(1986)-  31 27 19.     (N)    089 26 05.     (W)     SCALED    
 BV1948* NAVD 88     -        70.025  (meters)     229.74   (feet)  ADJUSTED  
 BV1948  ___________________________________________________________________
 BV1948  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BV1948  DYNAMIC HT  -          69.940 (meters)     229.46  (feet)  COMP
 BV1948  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 BV1948
 BV1948  VERT ORDER  -  SECOND    CLASS II
 BV1948
 BV1948.The horizontal coordinates were scaled from a topographic map and have
 BV1948.an estimated accuracy of +/- 6 seconds.
 BV1948
 BV1948.The orthometric height was determined by differential leveling
 BV1948.and adjusted in May 1996.
 BV1948
 BV1948.The geoid height was determined by GEOID03.
 BV1948
 BV1948.The dynamic height is computed by dividing the NAVD 88
 BV1948.geopotential number by the normal gravity value computed on the
 BV1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1948.degrees latitude (g = 980.6199 gals.).
 BV1948
 BV1948.The modeled gravity was interpolated from observed gravity values.
 BV1948
 BV1948;                    North         East    Units  Estimated Accuracy
 BV1948;SPC MS E     -   216,910.      242,840.      MT  (+/- 180 meters Scaled)
 BV1948
 BV1948                          SUPERSEDED SURVEY CONTROL
 BV1948
 BV1948.No superseded survey control is available for this station.
 BV1948
 BV1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV686826(NAD 83)
 BV1948_MARKER: DD = SURVEY DISK
 BV1948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1948_SP_SET: PIPE CULVERT
 BV1948_STAMPING: BM 49 V 242 1989
 BV1948_MARK LOGO: MSHD  
 BV1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1948+STABILITY: SURFACE MOTION
 BV1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1948+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1948
 BV1948  HISTORY     - Date     Condition        Report By
 BV1948  HISTORY     - 1989     MONUMENTED       MSHD
 BV1948  HISTORY     - 20040220 GOOD             USPSQD
 BV1948  HISTORY     - 20050318 GOOD             USPSQD
 BV1948
 BV1948                          STATION DESCRIPTION
 BV1948
 BV1948'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1948'MARK IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF SEMINARY, IN A
 BV1948'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.3 MI (3.7
 BV1948'KM) SOUTH SOUTHWEST OF SANFORD, 3.75 MI (6.03 KM) SOUTHEAST OF THE
 BV1948'JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 598, 1.65 MI (2.66 KM)
 BV1948'NORTHWEST OF THE FORREST COUNTY LINE AND IS IN SECTION 30, T 6N, R
 BV1948'14W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1948'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON
 BV1948'U.S. HIGHWAY 49 FOR 8.8 MI (14.2 KM) TO THE MARK ON THE LEFT.  MARK
 BV1948'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST
 BV1948'END OF THE NORTHEAST HEADWALL OF A 24 INCH ROUND CONCRETE PIPE
 BV1948'CULVERT, 33 FT (10.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1948'LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE
 BV1948'HIGHWAY.
 BV1948
 BV1948                          STATION RECOVERY (2004)
 BV1948
 BV1948'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1948'RECOVERED IN GOOD CONDITION.
 BV1948
 BV1948                          STATION RECOVERY (2005)
 BV1948
 BV1948'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1949 ***********************************************************************
 BV1949  DESIGNATION -  49 V 243
 BV1949  PID         -  BV1949
 BV1949  STATE/COUNTY-  MS/COVINGTON
 BV1949  USGS QUAD   -  SANFORD (1982)
 BV1949
 BV1949                         *CURRENT SURVEY CONTROL
 BV1949  ___________________________________________________________________
 BV1949* NAD 83(1986)-  31 27 54.     (N)    089 26 57.     (W)     SCALED    
 BV1949* NAVD 88     -        68.076  (meters)     223.35   (feet)  ADJUSTED  
 BV1949  ___________________________________________________________________
 BV1949  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BV1949  DYNAMIC HT  -          67.994 (meters)     223.08  (feet)  COMP
 BV1949  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 BV1949
 BV1949  VERT ORDER  -  SECOND    CLASS II
 BV1949
 BV1949.The horizontal coordinates were scaled from a topographic map and have
 BV1949.an estimated accuracy of +/- 6 seconds.
 BV1949
 BV1949.The orthometric height was determined by differential leveling
 BV1949.and adjusted in May 1996.
 BV1949
 BV1949.The geoid height was determined by GEOID03.
 BV1949
 BV1949.The dynamic height is computed by dividing the NAVD 88
 BV1949.geopotential number by the normal gravity value computed on the
 BV1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1949.degrees latitude (g = 980.6199 gals.).
 BV1949
 BV1949.The modeled gravity was interpolated from observed gravity values.
 BV1949
 BV1949;                    North         East    Units  Estimated Accuracy
 BV1949;SPC MS E     -   217,990.      241,480.      MT  (+/- 180 meters Scaled)
 BV1949
 BV1949                          SUPERSEDED SURVEY CONTROL
 BV1949
 BV1949.No superseded survey control is available for this station.
 BV1949
 BV1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV672837(NAD 83)
 BV1949_MARKER: DD = SURVEY DISK
 BV1949_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1949_SP_SET: BOX CULVERT
 BV1949_STAMPING: BM 49 V 243 1989
 BV1949_MARK LOGO: MSHD  
 BV1949_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1949+STABILITY: SURFACE MOTION
 BV1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1949+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BV1949
 BV1949  HISTORY     - Date     Condition        Report By
 BV1949  HISTORY     - 1989     MONUMENTED       MSHD
 BV1949  HISTORY     - 20040222 GOOD             USPSQD
 BV1949  HISTORY     - 20050320 GOOD             USPSQD
 BV1949
 BV1949                          STATION DESCRIPTION
 BV1949
 BV1949'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1949'MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF SEMINARY, IN A
 BV1949'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 2 MI (3.2 KM)
 BV1949'SOUTHWEST OF SANFORD, 2.7 MI (4.3 KM) SOUTHEAST OF THE JUNCTION OF
 BV1949'U.S. HIGHWAY 49 AND STATE HIGHWAY 598 AND IS IN SECTION 19, T 6N, R
 BV1949'14W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1949'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON
 BV1949'U.S. HIGHWAY 49 FOR 7.65 MI (12.31 KM) TO THE MARK ON THE RIGHT.
 BV1949'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BV1949'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 6 X 8 FOOT CONCRETE BOX
 BV1949'CULVERT, 18 FT (5.5 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 BV1949'LANE OF HIGHWAY 49 AND IS ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE
 BV1949'HIGHWAY.
 BV1949
 BV1949                          STATION RECOVERY (2004)
 BV1949
 BV1949'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1949'RECOVERED IN GOOD CONDITION.
 BV1949
 BV1949                          STATION RECOVERY (2005)
 BV1949
 BV1949'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1950 ***********************************************************************
 BV1950  DESIGNATION -  49 V 244
 BV1950  PID         -  BV1950
 BV1950  STATE/COUNTY-  MS/COVINGTON
 BV1950  USGS QUAD   -  SANFORD (1982)
 BV1950
 BV1950                         *CURRENT SURVEY CONTROL
 BV1950  ___________________________________________________________________
 BV1950* NAD 83(1986)-  31 28 36.     (N)    089 27 29.     (W)     SCALED    
 BV1950* NAVD 88     -        81.533  (meters)     267.50   (feet)  ADJUSTED  
 BV1950  ___________________________________________________________________
 BV1950  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BV1950  DYNAMIC HT  -          81.435 (meters)     267.17  (feet)  COMP
 BV1950  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BV1950
 BV1950  VERT ORDER  -  SECOND    CLASS II
 BV1950
 BV1950.The horizontal coordinates were scaled from a topographic map and have
 BV1950.an estimated accuracy of +/- 6 seconds.
 BV1950
 BV1950.The orthometric height was determined by differential leveling
 BV1950.and adjusted in May 1996.
 BV1950
 BV1950.The geoid height was determined by GEOID03.
 BV1950
 BV1950.The dynamic height is computed by dividing the NAVD 88
 BV1950.geopotential number by the normal gravity value computed on the
 BV1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1950.degrees latitude (g = 980.6199 gals.).
 BV1950
 BV1950.The modeled gravity was interpolated from observed gravity values.
 BV1950
 BV1950;                    North         East    Units  Estimated Accuracy
 BV1950;SPC MS E     -   219,290.      240,640.      MT  (+/- 180 meters Scaled)
 BV1950
 BV1950                          SUPERSEDED SURVEY CONTROL
 BV1950
 BV1950.No superseded survey control is available for this station.
 BV1950
 BV1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV664850(NAD 83)
 BV1950_MARKER: DD = SURVEY DISK
 BV1950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1950_SP_SET: PIPE CULVERT
 BV1950_STAMPING: BM 49 V 244 1989
 BV1950_MARK LOGO: MSHD  
 BV1950_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1950+STABILITY: SURFACE MOTION
 BV1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1950+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1950
 BV1950  HISTORY     - Date     Condition        Report By
 BV1950  HISTORY     - 1989     MONUMENTED       MSHD
 BV1950
 BV1950                          STATION DESCRIPTION
 BV1950
 BV1950'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1950'MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF SEMINARY, IN A
 BV1950'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.9 MI (3.1
 BV1950'KM) WEST SOUTHWEST OF SANFORD, 1.7 MI (2.7 KM) SOUTHEAST OF THE
 BV1950'JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 598 AND IS IN SECTION
 BV1950'24, T 6N, R 15W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BV1950'STATE HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO
 BV1950'SOUTHEAST ON U.S. HIGHWAY 49 FOR 6.65 MI (10.70 KM) TO THE MARK ON
 BV1950'THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BV1950'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 18 INCH ROUND
 BV1950'CONCRETE PIPE CULVERT, 111 FT (33.8 M) SOUTH OF THE CENTER OF A PAVED
 BV1950'ROAD, 38 FT (11.6 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE
 BV1950'OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 BV1950'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1951 ***********************************************************************
 BV1951  DESIGNATION -  49 V 245
 BV1951  PID         -  BV1951
 BV1951  STATE/COUNTY-  MS/COVINGTON
 BV1951  USGS QUAD   -  SANFORD (1982)
 BV1951
 BV1951                         *CURRENT SURVEY CONTROL
 BV1951  ___________________________________________________________________
 BV1951* NAD 83(1986)-  31 29 26.     (N)    089 28 09.     (W)     SCALED    
 BV1951* NAVD 88     -        90.925  (meters)     298.31   (feet)  ADJUSTED  
 BV1951  ___________________________________________________________________
 BV1951  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BV1951  DYNAMIC HT  -          90.816 (meters)     297.95  (feet)  COMP
 BV1951  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BV1951
 BV1951  VERT ORDER  -  SECOND    CLASS II
 BV1951
 BV1951.The horizontal coordinates were scaled from a topographic map and have
 BV1951.an estimated accuracy of +/- 6 seconds.
 BV1951
 BV1951.The orthometric height was determined by differential leveling
 BV1951.and adjusted in May 1996.
 BV1951
 BV1951.The geoid height was determined by GEOID03.
 BV1951
 BV1951.The dynamic height is computed by dividing the NAVD 88
 BV1951.geopotential number by the normal gravity value computed on the
 BV1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1951.degrees latitude (g = 980.6199 gals.).
 BV1951
 BV1951.The modeled gravity was interpolated from observed gravity values.
 BV1951
 BV1951;                    North         East    Units  Estimated Accuracy
 BV1951;SPC MS E     -   220,840.      239,590.      MT  (+/- 180 meters Scaled)
 BV1951
 BV1951                          SUPERSEDED SURVEY CONTROL
 BV1951
 BV1951.No superseded survey control is available for this station.
 BV1951
 BV1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV654866(NAD 83)
 BV1951_MARKER: DD = SURVEY DISK
 BV1951_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1951_SP_SET: WINGWALL
 BV1951_STAMPING: BM 49 V 245 1989
 BV1951_MARK LOGO: MSHD  
 BV1951_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1951+STABILITY: SURFACE MOTION
 BV1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1951+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1951
 BV1951  HISTORY     - Date     Condition        Report By
 BV1951  HISTORY     - 1989     MONUMENTED       MSHD
 BV1951
 BV1951                          STATION DESCRIPTION
 BV1951
 BV1951'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1951'MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF SEMINARY IN THE
 BV1951'WINGWALL OF A CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49,
 BV1951'2.5 MI (4.0 KM) WEST NORTHWEST OF SANFORD, 0.55 MI (0.89 KM)
 BV1951'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 598
 BV1951'AND IS IN THE NORTHWEST CORNER OF SECTION 13, T 6N, R 15W.  TO REACH
 BV1951'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8
 BV1951'MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR
 BV1951'5.55 MI (8.93 KM) TO AN ABANDONED CROSSOVER AND THE MARK ON THE LEFT.
 BV1951'MARK IS A MSHD REFERENCE MARK DIAK SET IN A DRILL HOLE IN THE
 BV1951'NORTHEAST END THE WINGWALL OF THE NORTHEAST HEADWALL OF AN 18 INCH
 BV1951'PIPE CULVERT, 27 FT (8.2 M) SOUTHEAST OF THE CENTER OF THE ABANDONED
 BV1951'CROSSOVER, 23 FT (7.0 M) NORTHEAST OF THE CENTER OF THE SOUTH BOUND
 BV1951'LANE OF HIGHWAY 49, 2.7 FT (0.8 M) SOUTHWEST OF THE NORTHEASAT END OF
 BV1951'THE WINGWALL AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE
 BV1951'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1952 ***********************************************************************
 BV1952  DESIGNATION -  49 V 246
 BV1952  PID         -  BV1952
 BV1952  STATE/COUNTY-  MS/COVINGTON
 BV1952  USGS QUAD   -  SEMINARY (1982)
 BV1952
 BV1952                         *CURRENT SURVEY CONTROL
 BV1952  ___________________________________________________________________
 BV1952* NAD 83(1986)-  31 30 07.     (N)    089 28 34.     (W)     SCALED    
 BV1952* NAVD 88     -        98.978  (meters)     324.73   (feet)  ADJUSTED  
 BV1952  ___________________________________________________________________
 BV1952  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BV1952  DYNAMIC HT  -          98.860 (meters)     324.34  (feet)  COMP
 BV1952  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 BV1952
 BV1952  VERT ORDER  -  SECOND    CLASS II
 BV1952
 BV1952.The horizontal coordinates were scaled from a topographic map and have
 BV1952.an estimated accuracy of +/- 6 seconds.
 BV1952
 BV1952.The orthometric height was determined by differential leveling
 BV1952.and adjusted in May 1996.
 BV1952
 BV1952.The geoid height was determined by GEOID03.
 BV1952
 BV1952.The dynamic height is computed by dividing the NAVD 88
 BV1952.geopotential number by the normal gravity value computed on the
 BV1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1952.degrees latitude (g = 980.6199 gals.).
 BV1952
 BV1952.The modeled gravity was interpolated from observed gravity values.
 BV1952
 BV1952;                    North         East    Units  Estimated Accuracy
 BV1952;SPC MS E     -   222,110.      238,940.      MT  (+/- 180 meters Scaled)
 BV1952
 BV1952                          SUPERSEDED SURVEY CONTROL
 BV1952
 BV1952.No superseded survey control is available for this station.
 BV1952
 BV1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV648878(NAD 83)
 BV1952_MARKER: DD = SURVEY DISK
 BV1952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1952_SP_SET: PIPE CULVERT
 BV1952_STAMPING: BM 49 V 246 1989
 BV1952_MARK LOGO: MSHD  
 BV1952_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1952+STABILITY: SURFACE MOTION
 BV1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1952+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1952
 BV1952  HISTORY     - Date     Condition        Report By
 BV1952  HISTORY     - 1989     MONUMENTED       MSHD
 BV1952
 BV1952                          STATION DESCRIPTION
 BV1952
 BV1952'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1952'MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF SEMINARY, IN A
 BV1952'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3 MI (4.8 KM)
 BV1952'NORTHWEST OF SANFORD, 0.2 MI (0.3 KM) NORTHWEST 0F THE JUNCTOIN OF
 BV1952'U.S. HIGHWAY 49 AND STATE HIGHWAY 598 AND IS IN SECTION 11, T 6N, R
 BV1952'15W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1952'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON
 BV1952'U.S. HIGHWAY 49 FOR 4.75 MI (7.64 KM) TO THE MARK ON THE LEFT.  MARK
 BV1952'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 BV1952'END OF THE SOUTHWEST HEADWALL OF A 30 INCH ROUND CONCRETE PIPE
 BV1952'CULVERT, 79 FT (24.1 M) NORTHEAST OF THE CENTER OF THE SOUTH BOUND
 BV1952'LANE OF HIGHWAY 49, 44.5 FT (13.6 M) SOUTHWEST OF THE CENTER OF THE
 BV1952'NORTH BOUND LANE AND IS ABOUT 13 FT (4.0 M) BELOW THE LEVEL OF THE
 BV1952'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1956 ***********************************************************************
 BV1956  DESIGNATION -  49 V 247
 BV1956  PID         -  BV1956
 BV1956  STATE/COUNTY-  MS/COVINGTON
 BV1956  USGS QUAD   -  SEMINARY (1982)
 BV1956
 BV1956                         *CURRENT SURVEY CONTROL
 BV1956  ___________________________________________________________________
 BV1956* NAD 83(1986)-  31 30 55.     (N)    089 29 01.     (W)     SCALED    
 BV1956* NAVD 88     -        82.249  (meters)     269.85   (feet)  ADJUSTED  
 BV1956  ___________________________________________________________________
 BV1956  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BV1956  DYNAMIC HT  -          82.151 (meters)     269.52  (feet)  COMP
 BV1956  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 BV1956
 BV1956  VERT ORDER  -  SECOND    CLASS II
 BV1956
 BV1956.The horizontal coordinates were scaled from a topographic map and have
 BV1956.an estimated accuracy of +/- 6 seconds.
 BV1956
 BV1956.The orthometric height was determined by differential leveling
 BV1956.and adjusted in May 1996.
 BV1956
 BV1956.The geoid height was determined by GEOID03.
 BV1956
 BV1956.The dynamic height is computed by dividing the NAVD 88
 BV1956.geopotential number by the normal gravity value computed on the
 BV1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1956.degrees latitude (g = 980.6199 gals.).
 BV1956
 BV1956.The modeled gravity was interpolated from observed gravity values.
 BV1956
 BV1956;                    North         East    Units  Estimated Accuracy
 BV1956;SPC MS E     -   223,590.      238,240.      MT  (+/- 180 meters Scaled)
 BV1956
 BV1956                          SUPERSEDED SURVEY CONTROL
 BV1956
 BV1956.No superseded survey control is available for this station.
 BV1956
 BV1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV641893(NAD 83)
 BV1956_MARKER: DD = SURVEY DISK
 BV1956_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1956_SP_SET: BOX CULVERT
 BV1956_STAMPING: BM 49 V 247 1989
 BV1956_MARK LOGO: MSHD  
 BV1956_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1956+STABILITY: SURFACE MOTION
 BV1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1956+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1956
 BV1956  HISTORY     - Date     Condition        Report By
 BV1956  HISTORY     - 1989     MONUMENTED       MSHD
 BV1956
 BV1956                          STATION DESCRIPTION
 BV1956
 BV1956'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1956'MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF COLLINS, IN A
 BV1956'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 8.8 MI (14.2
 BV1956'KM) NORTHWEST OF SANFORD, 3.3 MI (5.3 KM) SOUTHEAST OF SEMINARY, 1.2
 BV1956'MI (1.9 KM) NORTH OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1956'HIGHWAY 598 AND IS IN SECTION 2, T 6N, R 15W.  TO REACH FROM THE
 BV1956'JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8 MI (1.3
 BV1956'KM) WEST OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 3.75 MI
 BV1956'(6.03 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK
 BV1956'DISK SET IN A DRILL HOLE NEAR THE CENTER TOP OF THE SOUTHWEST
 BV1956'HEADWALL OF A 10 X 6 FOOT CONCRETE BOX CULVERT, 67 FT (20.4 M)
 BV1956'NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE, 59 FT (18.0 M)
 BV1956'SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE, ABOUT 23 FT (7.0 M)
 BV1956'BELOW THE LEVEL OF THE NORTH BOUND LANE AND ABOUT 1 FT (0.3 M) BELOW
 BV1956'THE LEVEL OF THE SOUTH BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1957 ***********************************************************************
 BV1957  DESIGNATION -  49 V 248
 BV1957  PID         -  BV1957
 BV1957  STATE/COUNTY-  MS/COVINGTON
 BV1957  USGS QUAD   -  SEMINARY (1982)
 BV1957
 BV1957                         *CURRENT SURVEY CONTROL
 BV1957  ___________________________________________________________________
 BV1957* NAD 83(1986)-  31 31 39.     (N)    089 29 33.     (W)     SCALED    
 BV1957* NAVD 88     -        77.853  (meters)     255.42   (feet)  ADJUSTED  
 BV1957  ___________________________________________________________________
 BV1957  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BV1957  DYNAMIC HT  -          77.759 (meters)     255.11  (feet)  COMP
 BV1957  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 BV1957
 BV1957  VERT ORDER  -  SECOND    CLASS II
 BV1957
 BV1957.The horizontal coordinates were scaled from a topographic map and have
 BV1957.an estimated accuracy of +/- 6 seconds.
 BV1957
 BV1957.The orthometric height was determined by differential leveling
 BV1957.and adjusted in May 1996.
 BV1957
 BV1957.The geoid height was determined by GEOID03.
 BV1957
 BV1957.The dynamic height is computed by dividing the NAVD 88
 BV1957.geopotential number by the normal gravity value computed on the
 BV1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1957.degrees latitude (g = 980.6199 gals.).
 BV1957
 BV1957.The modeled gravity was interpolated from observed gravity values.
 BV1957
 BV1957;                    North         East    Units  Estimated Accuracy
 BV1957;SPC MS E     -   224,950.      237,400.      MT  (+/- 180 meters Scaled)
 BV1957
 BV1957                          SUPERSEDED SURVEY CONTROL
 BV1957
 BV1957.No superseded survey control is available for this station.
 BV1957
 BV1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV633907(NAD 83)
 BV1957_MARKER: DD = SURVEY DISK
 BV1957_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1957_SP_SET: BOX CULVERT
 BV1957_STAMPING: BM 49 V 248 1989
 BV1957_MARK LOGO: MSHD  
 BV1957_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1957+STABILITY: SURFACE MOTION
 BV1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1957+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 BV1957
 BV1957  HISTORY     - Date     Condition        Report By
 BV1957  HISTORY     - 1989     MONUMENTED       MSHD
 BV1957  HISTORY     - 20040222 GOOD             USPSQD
 BV1957  HISTORY     - 20050320 GOOD             USPSQD
 BV1957
 BV1957                          STATION DESCRIPTION
 BV1957
 BV1957'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1957'MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTHEAST OF COLLINS, IN A
 BV1957'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 2.3 MI (3.7
 BV1957'KM) SOUTH OF SEMINARY, 2.3 MI (3.7 KM) NORTHWEST OF THE JUNCTION OF
 BV1957'U.S. HIGHWAY 49 AND STATE HIGHWAY 598 AND IS IN SECTION 34, T 7N, R
 BV1957'15W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1957'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON
 BV1957'U.S. HIGHWAY 49 FOR 2.75 MI (4.43 KM) TO THE MARK ON THE LEFT.  MARK
 BV1957'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 BV1957'END OF THE NORTHWEST HEADWALL OF A 4 X 5 FOOT CONCRETE BOX CULVERT,
 BV1957'26.5 FT (8.1 M) NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE OF
 BV1957'HIGHWAY 49, 102 FT (31.1 M) SOUTHWEST OF THE CENTER OF THE NORTH
 BV1957'BOUND LANE AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF SOUTH BOUND
 BV1957'LANE.
 BV1957
 BV1957                          STATION RECOVERY (2004)
 BV1957
 BV1957'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1957'RECOVERED IN GOOD CONDITION.
 BV1957
 BV1957                          STATION RECOVERY (2005)
 BV1957
 BV1957'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1958 ***********************************************************************
 BV1958  DESIGNATION -  49 V 249
 BV1958  PID         -  BV1958
 BV1958  STATE/COUNTY-  MS/COVINGTON
 BV1958  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1958
 BV1958                         *CURRENT SURVEY CONTROL
 BV1958  ___________________________________________________________________
 BV1958* NAD 83(1986)-  31 32 39.     (N)    089 30 00.     (W)     SCALED    
 BV1958* NAVD 88     -        73.960  (meters)     242.65   (feet)  ADJUSTED  
 BV1958  ___________________________________________________________________
 BV1958  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BV1958  DYNAMIC HT  -          73.871 (meters)     242.36  (feet)  COMP
 BV1958  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 BV1958
 BV1958  VERT ORDER  -  SECOND    CLASS II
 BV1958
 BV1958.The horizontal coordinates were scaled from a topographic map and have
 BV1958.an estimated accuracy of +/- 6 seconds.
 BV1958
 BV1958.The orthometric height was determined by differential leveling
 BV1958.and adjusted in May 1996.
 BV1958
 BV1958.The geoid height was determined by GEOID03.
 BV1958
 BV1958.The dynamic height is computed by dividing the NAVD 88
 BV1958.geopotential number by the normal gravity value computed on the
 BV1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1958.degrees latitude (g = 980.6199 gals.).
 BV1958
 BV1958.The modeled gravity was interpolated from observed gravity values.
 BV1958
 BV1958;                    North         East    Units  Estimated Accuracy
 BV1958;SPC MS E     -   226,800.      236,700.      MT  (+/- 180 meters Scaled)
 BV1958
 BV1958                          SUPERSEDED SURVEY CONTROL
 BV1958
 BV1958.No superseded survey control is available for this station.
 BV1958
 BV1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV626926(NAD 83)
 BV1958_MARKER: DD = SURVEY DISK
 BV1958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1958_SP_SET: PIPE CULVERT
 BV1958_STAMPING: BM 49 V 249 1989
 BV1958_MARK LOGO: MSHD  
 BV1958_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1958+STABILITY: SURFACE MOTION
 BV1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1958+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1958
 BV1958  HISTORY     - Date     Condition        Report By
 BV1958  HISTORY     - 1989     MONUMENTED       MSHD
 BV1958  HISTORY     - 20040220 GOOD             USPSQD
 BV1958  HISTORY     - 20050318 GOOD             USPSQD
 BV1958
 BV1958                          STATION DESCRIPTION
 BV1958
 BV1958'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1958'MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF COLLINS, IN A
 BV1958'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.3 MI (2.1
 BV1958'KM) SOUTH SOUTHWEST OF SEMINARY AND IS IN SECTION 27, T 7N, R 15W.
 BV1958'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590
 BV1958'ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY
 BV1958'49 FOR 1.65 MI (2.66 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD
 BV1958'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP CENTER OF THE
 BV1958'NORTHEAST HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT, 203 FT (61.9
 BV1958'M) SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 27 FT (8.2 M) NORTHEAST
 BV1958'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT
 BV1958'(0.3 M) BELOW THE LEVEL OF THE NORTH BOUND LANE.
 BV1958
 BV1958                          STATION RECOVERY (2004)
 BV1958
 BV1958'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1958'RECOVERED IN GOOD CONDITION.
 BV1958
 BV1958                          STATION RECOVERY (2005)
 BV1958
 BV1958'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0105 ***********************************************************************
 CP0105  DESIGNATION -  49 V 25
 CP0105  PID         -  CP0105
 CP0105  STATE/COUNTY-  MS/YAZOO
 CP0105  USGS QUAD   -  BENTONIA (1988)
 CP0105
 CP0105                         *CURRENT SURVEY CONTROL
 CP0105  ___________________________________________________________________
 CP0105* NAD 83(1986)-  32 39 27.     (N)    090 22 22.     (W)     SCALED    
 CP0105* NAVD 88     -        64.968  (meters)     213.15   (feet)  ADJUSTED  
 CP0105  ___________________________________________________________________
 CP0105  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CP0105  DYNAMIC HT  -          64.895 (meters)     212.91  (feet)  COMP
 CP0105  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 CP0105
 CP0105  VERT ORDER  -  SECOND    CLASS 0
 CP0105
 CP0105.The horizontal coordinates were scaled from a topographic map and have
 CP0105.an estimated accuracy of +/- 6 seconds.
 CP0105
 CP0105.The orthometric height was determined by differential leveling
 CP0105.and adjusted in June 1991.
 CP0105
 CP0105.The geoid height was determined by GEOID03.
 CP0105
 CP0105.The dynamic height is computed by dividing the NAVD 88
 CP0105.geopotential number by the normal gravity value computed on the
 CP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0105.degrees latitude (g = 980.6199 gals.).
 CP0105
 CP0105.The modeled gravity was interpolated from observed gravity values.
 CP0105
 CP0105;                    North         East    Units  Estimated Accuracy
 CP0105;SPC MS W     -   350,060.      696,300.      MT  (+/- 180 meters Scaled)
 CP0105
 CP0105                          SUPERSEDED SURVEY CONTROL
 CP0105
 CP0105  NGVD 29 (??/??/92)   65.049  (m)          213.41   (f) ADJ UNCH    2 0
 CP0105
 CP0105.Superseded values are not recommended for survey control.
 CP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0105.See file dsdata.txt to determine how the superseded data were derived.
 CP0105
 CP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS464163(NAD 83)
 CP0105_MARKER: DD = SURVEY DISK
 CP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0105_STAMPING: BM 49V-25 (1960)
 CP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0105+STABILITY: SURFACE MOTION
 CP0105
 CP0105  HISTORY     - Date     Condition        Report By
 CP0105  HISTORY     - 1960     MONUMENTED       MSHD
 CP0105  HISTORY     - 1966     GOOD             MSHD
 CP0105  HISTORY     - 19991223 MARK NOT FOUND   NGS
 CP0105
 CP0105                          STATION DESCRIPTION
 CP0105
 CP0105'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0105'1.2 MI NW FROM BENTONIA.
 CP0105'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0105'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0105'GO 1.15 MILES TO A REVERSE Y AND THE MARK IN THE V OF THE Y ON THE
 CP0105'RIGHT AS DESCRIBED.  IT IS 25 FEET EAST OF CENTER OF HIGHWAY 49, 22
 CP0105'FEET WEST OF THE CENTER OF BLACKTOP ROAD, 3.4 FEET SOUTHEAST OF A
 CP0105'HIGHWAY DIRECTIONAL SIGN, 3.3 FEET SOUTHWEST OF A LION CLUB SIGN, AND
 CP0105'1.7 FEET SOUTH OF A METAL WITNESS POST.
 CP0105
 CP0105                          STATION RECOVERY (1999)
 CP0105
 CP0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0105'HIGHWAY RECONSTRUCTION HAS ALTERED THE ENTIRE LANDSCAPE.  NO TRACE OF
 CP0105'THIS MARK COULD BE DISCOVERED AT THESE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1959 ***********************************************************************
 BV1959  DESIGNATION -  49 V 250
 BV1959  PID         -  BV1959
 BV1959  STATE/COUNTY-  MS/COVINGTON
 BV1959  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1959
 BV1959                         *CURRENT SURVEY CONTROL
 BV1959  ___________________________________________________________________
 BV1959* NAD 83(1986)-  31 33 09.     (N)    089 30 23.     (W)     SCALED    
 BV1959* NAVD 88     -        72.911  (meters)     239.21   (feet)  ADJUSTED  
 BV1959  ___________________________________________________________________
 BV1959  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BV1959  DYNAMIC HT  -          72.823 (meters)     238.92  (feet)  COMP
 BV1959  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 BV1959
 BV1959  VERT ORDER  -  SECOND    CLASS II
 BV1959
 BV1959.The horizontal coordinates were scaled from a topographic map and have
 BV1959.an estimated accuracy of +/- 6 seconds.
 BV1959
 BV1959.The orthometric height was determined by differential leveling
 BV1959.and adjusted in May 1996.
 BV1959
 BV1959.The geoid height was determined by GEOID03.
 BV1959
 BV1959.The dynamic height is computed by dividing the NAVD 88
 BV1959.geopotential number by the normal gravity value computed on the
 BV1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1959.degrees latitude (g = 980.6199 gals.).
 BV1959
 BV1959.The modeled gravity was interpolated from observed gravity values.
 BV1959
 BV1959;                    North         East    Units  Estimated Accuracy
 BV1959;SPC MS E     -   227,730.      236,100.      MT  (+/- 180 meters Scaled)
 BV1959
 BV1959                          SUPERSEDED SURVEY CONTROL
 BV1959
 BV1959.No superseded survey control is available for this station.
 BV1959
 BV1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV620935(NAD 83)
 BV1959_MARKER: DD = SURVEY DISK
 BV1959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1959_SP_SET: PIPE CULVERT
 BV1959_STAMPING: BM 49 V 250 1989
 BV1959_MARK LOGO: MSHD  
 BV1959_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1959+STABILITY: SURFACE MOTION
 BV1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1959+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1959
 BV1959  HISTORY     - Date     Condition        Report By
 BV1959  HISTORY     - 1989     MONUMENTED       MSHD
 BV1959  HISTORY     - 20040220 GOOD             USPSQD
 BV1959
 BV1959                          STATION DESCRIPTION
 BV1959
 BV1959'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1959'MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF COLLINS, IN A
 BV1959'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.9 MI (1.4
 BV1959'KM) WEST SOUTHWEST OF SEMINARY AND IS IN SECTION 34, T 7N, R 15W.  TO
 BV1959'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590
 BV1959'ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY
 BV1959'49 FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK
 BV1959'SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 BV1959'A 24 INCH CONCRETE PIPE CULVERT, 39 FT (11.9 M) NORTHEAST OF THE
 BV1959'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 35.5 FT (10.8 M)
 BV1959'SOUTHEAST OF A FENCE AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF
 BV1959'THE HIGHWAY.
 BV1959
 BV1959                          STATION RECOVERY (2004)
 BV1959
 BV1959'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1960 ***********************************************************************
 BV1960  DESIGNATION -  49 V 251
 BV1960  PID         -  BV1960
 BV1960  STATE/COUNTY-  MS/COVINGTON
 BV1960  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1960
 BV1960                         *CURRENT SURVEY CONTROL
 BV1960  ___________________________________________________________________
 BV1960* NAD 83(1986)-  31 33 40.     (N)    089 30 43.     (W)     SCALED    
 BV1960* NAVD 88     -        75.200  (meters)     246.72   (feet)  ADJUSTED  
 BV1960  ___________________________________________________________________
 BV1960  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BV1960  DYNAMIC HT  -          75.110 (meters)     246.42  (feet)  COMP
 BV1960  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BV1960
 BV1960  VERT ORDER  -  SECOND    CLASS II
 BV1960
 BV1960.The horizontal coordinates were scaled from a topographic map and have
 BV1960.an estimated accuracy of +/- 6 seconds.
 BV1960
 BV1960.The orthometric height was determined by differential leveling
 BV1960.and adjusted in May 1996.
 BV1960
 BV1960.The geoid height was determined by GEOID03.
 BV1960
 BV1960.The dynamic height is computed by dividing the NAVD 88
 BV1960.geopotential number by the normal gravity value computed on the
 BV1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1960.degrees latitude (g = 980.6199 gals.).
 BV1960
 BV1960.The modeled gravity was interpolated from observed gravity values.
 BV1960
 BV1960;                    North         East    Units  Estimated Accuracy
 BV1960;SPC MS E     -   228,690.      235,580.      MT  (+/- 180 meters Scaled)
 BV1960
 BV1960                          SUPERSEDED SURVEY CONTROL
 BV1960
 BV1960.No superseded survey control is available for this station.
 BV1960
 BV1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV615945(NAD 83)
 BV1960_MARKER: DD = SURVEY DISK
 BV1960_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1960_SP_SET: BRIDGE ABUTMENT
 BV1960_STAMPING: BM 49 V 251 1989
 BV1960_MARK LOGO: MSHD  
 BV1960_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1960+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1960
 BV1960  HISTORY     - Date     Condition        Report By
 BV1960  HISTORY     - 1989     MONUMENTED       MSHD
 BV1960  HISTORY     - 20040220 GOOD             USPSQD
 BV1960  HISTORY     - 20050318 GOOD             USPSQD
 BV1960
 BV1960                          STATION DESCRIPTION
 BV1960
 BV1960'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1960'MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF COLLINS, IN THE
 BV1960'NORTH BOUND BRIDGE OVER SWAMP CREEK, 1 MI (1.6 KM) WEST OF SEMINARY
 BV1960'AND IS IN SECTION 21, T 7N, R 15W.  TO REACH FROM THE JUNCTION OF
 BV1960'U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF
 BV1960'SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.1 MI (0.2 KM) TO THE
 BV1960'MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE
 BV1960'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE, 19 FT
 BV1960'(5.8 M) SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49
 BV1960'AND IS ABOUT 0.3 FT (0.1 M) ABOVE THE LEVEL OF THE HIGHWAY.
 BV1960
 BV1960                          STATION RECOVERY (2004)
 BV1960
 BV1960'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1960'RECOVERED IN GOOD CONDITION.
 BV1960
 BV1960                          STATION RECOVERY (2005)
 BV1960
 BV1960'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1961 ***********************************************************************
 BV1961  DESIGNATION -  49 V 252
 BV1961  PID         -  BV1961
 BV1961  STATE/COUNTY-  MS/COVINGTON
 BV1961  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1961
 BV1961                         *CURRENT SURVEY CONTROL
 BV1961  ___________________________________________________________________
 BV1961* NAD 83(1986)-  31 34 30.     (N)    089 31 15.     (W)     SCALED    
 BV1961* NAVD 88     -        82.803  (meters)     271.66   (feet)  ADJUSTED  
 BV1961  ___________________________________________________________________
 BV1961  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BV1961  DYNAMIC HT  -          82.704 (meters)     271.34  (feet)  COMP
 BV1961  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 BV1961
 BV1961  VERT ORDER  -  SECOND    CLASS II
 BV1961
 BV1961.The horizontal coordinates were scaled from a topographic map and have
 BV1961.an estimated accuracy of +/- 6 seconds.
 BV1961
 BV1961.The orthometric height was determined by differential leveling
 BV1961.and adjusted in May 1996.
 BV1961
 BV1961.The geoid height was determined by GEOID03.
 BV1961
 BV1961.The dynamic height is computed by dividing the NAVD 88
 BV1961.geopotential number by the normal gravity value computed on the
 BV1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1961.degrees latitude (g = 980.6199 gals.).
 BV1961
 BV1961.The modeled gravity was interpolated from observed gravity values.
 BV1961
 BV1961;                    North         East    Units  Estimated Accuracy
 BV1961;SPC MS E     -   230,230.      234,740.      MT  (+/- 180 meters Scaled)
 BV1961
 BV1961                          SUPERSEDED SURVEY CONTROL
 BV1961
 BV1961.No superseded survey control is available for this station.
 BV1961
 BV1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV607960(NAD 83)
 BV1961_MARKER: DD = SURVEY DISK
 BV1961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1961_SP_SET: PIPE CULVERT
 BV1961_STAMPING: BM 49 V 252 1989
 BV1961_MARK LOGO: MSHD  
 BV1961_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1961+STABILITY: SURFACE MOTION
 BV1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1961+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1961
 BV1961  HISTORY     - Date     Condition        Report By
 BV1961  HISTORY     - 1989     MONUMENTED       MSHD
 BV1961  HISTORY     - 20040220 GOOD             USPSQD
 BV1961  HISTORY     - 20050318 GOOD             USPSQD
 BV1961
 BV1961                          STATION DESCRIPTION
 BV1961
 BV1961'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1961'MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF COLLINS, IN A
 BV1961'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 1.8 MI (2.9
 BV1961'KM) NORTHWEST OF SEMINARY AND IS NEAR THE CENTER OF THE EAST SIDE OF
 BV1961'SECTION 17, T 7N, R 15W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 BV1961'49 AND STATE HIGTHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO
 BV1961'NORTHWEST ON U.S. HIGHWAY 49 FOR 0.9 MI (1.4 KM) TO THE MARK ON THE
 BV1961'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON THE
 BV1961'TOP CENTER OF THE NORTHEAST HEADWALL OF A 24 INCH CONCRETE PIPE
 BV1961'CULVERT, 110 FT (33.5 M) SOUTHEAST OF THE CENTER OF A CROSSOVER, 105
 BV1961'FT (32.0 M) SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE, 19 FT
 BV1961'(5.8 M) NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE AND IS ABOUT
 BV1961'3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1961
 BV1961                          STATION RECOVERY (2004)
 BV1961
 BV1961'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1961'RECOVERED IN GOOD CONDITION.
 BV1961
 BV1961                          STATION RECOVERY (2005)
 BV1961
 BV1961'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1962 ***********************************************************************
 BV1962  DESIGNATION -  49 V 253
 BV1962  PID         -  BV1962
 BV1962  STATE/COUNTY-  MS/COVINGTON
 BV1962  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1962
 BV1962                         *CURRENT SURVEY CONTROL
 BV1962  ___________________________________________________________________
 BV1962* NAD 83(1986)-  31 35 11.     (N)    089 31 35.     (W)     SCALED    
 BV1962* NAVD 88     -        79.799  (meters)     261.81   (feet)  ADJUSTED  
 BV1962  ___________________________________________________________________
 BV1962  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BV1962  DYNAMIC HT  -          79.704 (meters)     261.50  (feet)  COMP
 BV1962  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 BV1962
 BV1962  VERT ORDER  -  SECOND    CLASS II
 BV1962
 BV1962.The horizontal coordinates were scaled from a topographic map and have
 BV1962.an estimated accuracy of +/- 6 seconds.
 BV1962
 BV1962.The orthometric height was determined by differential leveling
 BV1962.and adjusted in May 1996.
 BV1962
 BV1962.The geoid height was determined by GEOID03.
 BV1962
 BV1962.The dynamic height is computed by dividing the NAVD 88
 BV1962.geopotential number by the normal gravity value computed on the
 BV1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1962.degrees latitude (g = 980.6199 gals.).
 BV1962
 BV1962.The modeled gravity was interpolated from observed gravity values.
 BV1962
 BV1962;                    North         East    Units  Estimated Accuracy
 BV1962;SPC MS E     -   231,500.      234,220.      MT  (+/- 180 meters Scaled)
 BV1962
 BV1962                          SUPERSEDED SURVEY CONTROL
 BV1962
 BV1962.No superseded survey control is available for this station.
 BV1962
 BV1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV602973(NAD 83)
 BV1962_MARKER: DD = SURVEY DISK
 BV1962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1962_SP_SET: PIPE CULVERT
 BV1962_STAMPING: BM 49 V 253 1989
 BV1962_MARK LOGO: MSHD  
 BV1962_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1962+STABILITY: SURFACE MOTION
 BV1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1962+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1962
 BV1962  HISTORY     - Date     Condition        Report By
 BV1962  HISTORY     - 1989     MONUMENTED       MSHD
 BV1962  HISTORY     - 20040220 GOOD             USPSQD
 BV1962  HISTORY     - 20050318 GOOD             USPSQD
 BV1962
 BV1962                          STATION DESCRIPTION
 BV1962
 BV1962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1962'MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF COLLINS, IN A
 BV1962'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.5 MI (4.0
 BV1962'KM) NORTHWEST OF SEMINARY AND IS IN SECTION 8, T 7N R 15W.  TO REACH
 BV1962'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8
 BV1962'MI (1.3 KM) WEST OF SEMINARY, GO NORTHWEST ON U.S. HIGHWAY 49 FOR
 BV1962'1.7 MI (2.7 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE
 BV1962'MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV1962'HEADWALL OF A 42 INCH CONCRETE PIPE CULVERT, 40 FT (12.2 M) NORTHEAST
 BV1962'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5 FT
 BV1962'(1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1962
 BV1962                          STATION RECOVERY (2004)
 BV1962
 BV1962'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1962'RECOVERED IN GOOD CONDITION.
 BV1962
 BV1962                          STATION RECOVERY (2005)
 BV1962
 BV1962'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1963 ***********************************************************************
 BV1963  DESIGNATION -  49 V 254
 BV1963  PID         -  BV1963
 BV1963  STATE/COUNTY-  MS/COVINGTON
 BV1963  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1963
 BV1963                         *CURRENT SURVEY CONTROL
 BV1963  ___________________________________________________________________
 BV1963* NAD 83(1986)-  31 35 47.     (N)    089 31 52.     (W)     SCALED    
 BV1963* NAVD 88     -        86.473  (meters)     283.70   (feet)  ADJUSTED  
 BV1963  ___________________________________________________________________
 BV1963  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV1963  DYNAMIC HT  -          86.370 (meters)     283.37  (feet)  COMP
 BV1963  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 BV1963
 BV1963  VERT ORDER  -  SECOND    CLASS II
 BV1963
 BV1963.The horizontal coordinates were scaled from a topographic map and have
 BV1963.an estimated accuracy of +/- 6 seconds.
 BV1963
 BV1963.The orthometric height was determined by differential leveling
 BV1963.and adjusted in May 1996.
 BV1963
 BV1963.The geoid height was determined by GEOID03.
 BV1963
 BV1963.The dynamic height is computed by dividing the NAVD 88
 BV1963.geopotential number by the normal gravity value computed on the
 BV1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1963.degrees latitude (g = 980.6199 gals.).
 BV1963
 BV1963.The modeled gravity was interpolated from observed gravity values.
 BV1963
 BV1963;                    North         East    Units  Estimated Accuracy
 BV1963;SPC MS E     -   232,610.      233,780.      MT  (+/- 180 meters Scaled)
 BV1963
 BV1963                          SUPERSEDED SURVEY CONTROL
 BV1963
 BV1963.No superseded survey control is available for this station.
 BV1963
 BV1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV598984(NAD 83)
 BV1963_MARKER: DD = SURVEY DISK
 BV1963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1963_SP_SET: PIPE CULVERT
 BV1963_STAMPING: BM 49 V 254 1989
 BV1963_MARK LOGO: MSHD  
 BV1963_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1963+STABILITY: SURFACE MOTION
 BV1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1963+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1963
 BV1963  HISTORY     - Date     Condition        Report By
 BV1963  HISTORY     - 1989     MONUMENTED       MSHD
 BV1963  HISTORY     - 20040220 GOOD             USPSQD
 BV1963  HISTORY     - 20050318 GOOD             USPSQD
 BV1963
 BV1963                          STATION DESCRIPTION
 BV1963
 BV1963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1963'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF COLLINS, IN A
 BV1963'CULVERT UNDER THE SOUTH BOUND LANE OF U.S, HIGHWAY 49, 3.3 MI (5.3
 BV1963'KM) NORTHWEST OF SEMINARY AND IS IN SECTION 5, T 7N, R 15W.  TO REACH
 BV1963'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 49 AND STATE
 BV1963'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO NORTHWEST ON
 BV1963'U.S. HIGHWAY 49 FOR 2.7 MI (4.3 KM) TO THE MARK ON THE LEFT.  THE
 BV1963'MARK ALSO CAN BE REACHED FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S.
 BV1963'HIGHWAY 49 AT THE WEST EDGE OF COLLINS,GO SOUTHEAST ON U.S. HIGHWAY
 BV1963'49 FOR 3.6 MI (5.8 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD
 BV1963'REFERENCE MARK DISK SET IN A DRILL HOLE ON THE TOP CENTER OF A 24
 BV1963'INCH ROUND CONCRETE PIPE CULVERT, 96 FT (29.3 M) SOUTHWEST OF THE
 BV1963'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 29 FT (8.8 M) NORTHEAST
 BV1963'OF THE CENTER OF SOUTH BOUND LANE AND IS ABOUT 6.5 FT (2.0 M) BELOW
 BV1963'THE LEVEL OF THE HIGHWAY.
 BV1963
 BV1963                          STATION RECOVERY (2004)
 BV1963
 BV1963'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1963'RECOVERED IN GOOD CONDITION.
 BV1963
 BV1963                          STATION RECOVERY (2005)
 BV1963
 BV1963'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1964 ***********************************************************************
 BV1964  DESIGNATION -  49 V 255
 BV1964  PID         -  BV1964
 BV1964  STATE/COUNTY-  MS/COVINGTON
 BV1964  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1964
 BV1964                         *CURRENT SURVEY CONTROL
 BV1964  ___________________________________________________________________
 BV1964* NAD 83(1986)-  31 36 41.     (N)    089 32 04.     (W)     SCALED    
 BV1964* NAVD 88     -        82.284  (meters)     269.96   (feet)  ADJUSTED  
 BV1964  ___________________________________________________________________
 BV1964  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV1964  DYNAMIC HT  -          82.186 (meters)     269.64  (feet)  COMP
 BV1964  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 BV1964
 BV1964  VERT ORDER  -  SECOND    CLASS II
 BV1964
 BV1964.The horizontal coordinates were scaled from a topographic map and have
 BV1964.an estimated accuracy of +/- 6 seconds.
 BV1964
 BV1964.The orthometric height was determined by differential leveling
 BV1964.and adjusted in May 1996.
 BV1964
 BV1964.The geoid height was determined by GEOID03.
 BV1964
 BV1964.The dynamic height is computed by dividing the NAVD 88
 BV1964.geopotential number by the normal gravity value computed on the
 BV1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1964.degrees latitude (g = 980.6199 gals.).
 BV1964
 BV1964.The modeled gravity was interpolated from observed gravity values.
 BV1964
 BV1964;                    North         East    Units  Estimated Accuracy
 BV1964;SPC MS E     -   234,270.      233,470.      MT  (+/- 180 meters Scaled)
 BV1964
 BV1964                          SUPERSEDED SURVEY CONTROL
 BV1964
 BV1964.No superseded survey control is available for this station.
 BV1964
 BV1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA595001(NAD 83)
 BV1964_MARKER: DD = SURVEY DISK
 BV1964_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1964_SP_SET: BOX CULVERT
 BV1964_STAMPING: BM 49 V 255 1989
 BV1964_MARK LOGO: MSHD  
 BV1964_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1964+STABILITY: SURFACE MOTION
 BV1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1964+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1964
 BV1964  HISTORY     - Date     Condition        Report By
 BV1964  HISTORY     - 1989     MONUMENTED       MSHD
 BV1964  HISTORY     - 20040220 GOOD             USPSQD
 BV1964  HISTORY     - 20050318 GOOD             USPSQD
 BV1964
 BV1964                          STATION DESCRIPTION
 BV1964
 BV1964'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1964'MARK IS LOCATED ABOUT 2.6MI SOUTHEAST OF COLLINS, IN A CULVERT UNDER
 BV1964'THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN SECTION 5, T 7N, R
 BV1964'15W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49
 BV1964'AT THE WEST EDGE OF COLLINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR
 BV1964'2.65 MI (4.26 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET
 BV1964'IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 9
 BV1964'X 6 FOOT CONCRETE BOX CULVERT, 65.5 FT (20.0 M) SOUTHEAST OF THE
 BV1964'CENTER OF A GAS PIPE LINE CROSSING, 30 FT (9.1 M) NORTHEAST OF THE
 BV1964'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9
 BV1964'M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1964
 BV1964                          STATION RECOVERY (2004)
 BV1964
 BV1964'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1964'RECOVERED IN GOOD CONDITION.
 BV1964
 BV1964                          STATION RECOVERY (2005)
 BV1964
 BV1964'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1965 ***********************************************************************
 BV1965  DESIGNATION -  49 V 256
 BV1965  PID         -  BV1965
 BV1965  STATE/COUNTY-  MS/COVINGTON
 BV1965  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1965
 BV1965                         *CURRENT SURVEY CONTROL
 BV1965  ___________________________________________________________________
 BV1965* NAD 83(1986)-  31 37 23.     (N)    089 32 34.     (W)     SCALED    
 BV1965* NAVD 88     -        89.824  (meters)     294.70   (feet)  ADJUSTED  
 BV1965  ___________________________________________________________________
 BV1965  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BV1965  DYNAMIC HT  -          89.716 (meters)     294.34  (feet)  COMP
 BV1965  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 BV1965
 BV1965  VERT ORDER  -  SECOND    CLASS II
 BV1965
 BV1965.The horizontal coordinates were scaled from a topographic map and have
 BV1965.an estimated accuracy of +/- 6 seconds.
 BV1965
 BV1965.The orthometric height was determined by differential leveling
 BV1965.and adjusted in May 1996.
 BV1965
 BV1965.The geoid height was determined by GEOID03.
 BV1965
 BV1965.The dynamic height is computed by dividing the NAVD 88
 BV1965.geopotential number by the normal gravity value computed on the
 BV1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1965.degrees latitude (g = 980.6199 gals.).
 BV1965
 BV1965.The modeled gravity was interpolated from observed gravity values.
 BV1965
 BV1965;                    North         East    Units  Estimated Accuracy
 BV1965;SPC MS E     -   235,570.      232,690.      MT  (+/- 180 meters Scaled)
 BV1965
 BV1965                          SUPERSEDED SURVEY CONTROL
 BV1965
 BV1965.No superseded survey control is available for this station.
 BV1965
 BV1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA588014(NAD 83)
 BV1965_MARKER: DD = SURVEY DISK
 BV1965_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1965_SP_SET: FLAG POLE BASE
 BV1965_STAMPING: BM 49 V 256 1989
 BV1965_MARK LOGO: MSHD  
 BV1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1965+STABILITY: SURFACE MOTION
 BV1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1965+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1965
 BV1965  HISTORY     - Date     Condition        Report By
 BV1965  HISTORY     - 1989     MONUMENTED       MSHD
 BV1965  HISTORY     - 20040220 GOOD             USPSQD
 BV1965  HISTORY     - 20050318 GOOD             USPSQD
 BV1965
 BV1965                          STATION DESCRIPTION
 BV1965
 BV1965'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1965'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF COLLINS IN BETWEEN
 BV1965'U.S. HIGHWAY 49 AND THE OLD HIGHWAY, IN THE BASE OF A FLAG POLE,
 BV1965'OPPOSITE THE WELCOME TO COLLINS SIGN, ACROSS THE OLD HIGHWAY FROM THE
 BV1965'PLANTATION PIPE LINE COMPANY OFFICE AND IS IN SECTION 30, T 8N, R
 BV1965'15W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49
 BV1965'AT THE WEST EDGE OF COLLINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 1.7
 BV1965'MI (2.7 KM) TO THE MARK ON THE LEFT JUST BEFORE REACHING THE JUNCTION
 BV1965'OF THE OLD HIGHWAY.  MARK IS A MSHD DISK SET IN A DRILL HOLE NEAR THE
 BV1965'SOUTH CORNER OF THE CONCRETE BASE FOR A FLAG POLE, ABOUT 0.5 FT (0.2
 BV1965'M) BELOW THE LEVEL OF THE NORTH BOUND LANE OF HIGHWAY 49, 1 INCH
 BV1965'BELOW THE GROUND, 78.5FT NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1965'LANE OF U.S. HIGHWAY 49, 58 FT (17.7 M) WEST SOUTHWEST OF THE CENTER
 BV1965'OF THE OLD HIGHWAY, 5.2 FT (1.6 M) NORTHEAST OF THE EAST CORNER OF
 BV1965'THE WELCOME TO COLLINS SIGN AND IS 1 FT (0.3 M) NORTH OF THE SOUTH
 BV1965'CORNER OF THE CONCRETE BASE.
 BV1965
 BV1965                          STATION RECOVERY (2004)
 BV1965
 BV1965'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1965'RECOVERED IN GOOD CONDITION.
 BV1965
 BV1965                          STATION RECOVERY (2005)
 BV1965
 BV1965'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1966 ***********************************************************************
 BV1966  DESIGNATION -  49 V 257
 BV1966  PID         -  BV1966
 BV1966  STATE/COUNTY-  MS/COVINGTON
 BV1966  USGS QUAD   -  COLLINS (1982)
 BV1966
 BV1966                         *CURRENT SURVEY CONTROL
 BV1966  ___________________________________________________________________
 BV1966* NAD 83(1986)-  31 37 44.     (N)    089 33 14.     (W)     SCALED    
 BV1966* NAVD 88     -        98.899  (meters)     324.47   (feet)  ADJUSTED  
 BV1966  ___________________________________________________________________
 BV1966  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV1966  DYNAMIC HT  -          98.781 (meters)     324.08  (feet)  COMP
 BV1966  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BV1966
 BV1966  VERT ORDER  -  SECOND    CLASS II
 BV1966
 BV1966.The horizontal coordinates were scaled from a topographic map and have
 BV1966.an estimated accuracy of +/- 6 seconds.
 BV1966
 BV1966.The orthometric height was determined by differential leveling
 BV1966.and adjusted in May 1996.
 BV1966
 BV1966.The geoid height was determined by GEOID03.
 BV1966
 BV1966.The dynamic height is computed by dividing the NAVD 88
 BV1966.geopotential number by the normal gravity value computed on the
 BV1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1966.degrees latitude (g = 980.6199 gals.).
 BV1966
 BV1966.The modeled gravity was interpolated from observed gravity values.
 BV1966
 BV1966;                    North         East    Units  Estimated Accuracy
 BV1966;SPC MS E     -   236,230.      231,640.      MT  (+/- 180 meters Scaled)
 BV1966
 BV1966                          SUPERSEDED SURVEY CONTROL
 BV1966
 BV1966.No superseded survey control is available for this station.
 BV1966
 BV1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA577021(NAD 83)
 BV1966_MARKER: DD = SURVEY DISK
 BV1966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1966_SP_SET: PIPE CULVERT
 BV1966_STAMPING: BM 49 V 257 1989
 BV1966_MARK LOGO: MSHD  
 BV1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1966+STABILITY: SURFACE MOTION
 BV1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1966+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1966
 BV1966  HISTORY     - Date     Condition        Report By
 BV1966  HISTORY     - 1989     MONUMENTED       MSHD
 BV1966  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BV1966
 BV1966                          STATION DESCRIPTION
 BV1966
 BV1966'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1966'MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF COLLINS, IN A CULVERT
 BV1966'UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN SECTION 25,
 BV1966'T 8N, R 16W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S.
 BV1966'HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO SOUTHEAST ON U.S. HIGHWAY
 BV1966'49 FOR 0.95 MI (1.53 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV1966'DISK SET IN A DRILL HOLE ON TOP CENTER OF THE SOUTHWEST HEADWALL OF A
 BV1966'42 INCH CONCRETE PIPE CULVERT, 59 FT (18.0 M) SOUTHWEST OF THE CENTER
 BV1966'OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 20 FT (6.1 M)
 BV1966'BELOW THE LEVEL OF THE HIGHWAY.
 BV1966
 BV1966                          STATION RECOVERY (2004)
 BV1966
 BV1966'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1967 ***********************************************************************
 BV1967  DESIGNATION -  49 V 258
 BV1967  PID         -  BV1967
 BV1967  STATE/COUNTY-  MS/COVINGTON
 BV1967  USGS QUAD   -  COLLINS (1982)
 BV1967
 BV1967                         *CURRENT SURVEY CONTROL
 BV1967  ___________________________________________________________________
 BV1967* NAD 83(1986)-  31 38 50.     (N)    089 34 08.     (W)     SCALED    
 BV1967* NAVD 88     -        90.253  (meters)     296.11   (feet)  ADJUSTED  
 BV1967  ___________________________________________________________________
 BV1967  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1967  DYNAMIC HT  -          90.145 (meters)     295.75  (feet)  COMP
 BV1967  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 BV1967
 BV1967  VERT ORDER  -  SECOND    CLASS II
 BV1967
 BV1967.The horizontal coordinates were scaled from a topographic map and have
 BV1967.an estimated accuracy of +/- 6 seconds.
 BV1967
 BV1967.The orthometric height was determined by differential leveling
 BV1967.and adjusted in May 1996.
 BV1967
 BV1967.The geoid height was determined by GEOID03.
 BV1967
 BV1967.The dynamic height is computed by dividing the NAVD 88
 BV1967.geopotential number by the normal gravity value computed on the
 BV1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1967.degrees latitude (g = 980.6199 gals.).
 BV1967
 BV1967.The modeled gravity was interpolated from observed gravity values.
 BV1967
 BV1967;                    North         East    Units  Estimated Accuracy
 BV1967;SPC MS E     -   238,270.      230,230.      MT  (+/- 180 meters Scaled)
 BV1967
 BV1967                          SUPERSEDED SURVEY CONTROL
 BV1967
 BV1967.No superseded survey control is available for this station.
 BV1967
 BV1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA563042(NAD 83)
 BV1967_MARKER: DD = SURVEY DISK
 BV1967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1967_SP_SET: PIPE CULVERT
 BV1967_STAMPING: BM 49 V 258 1989
 BV1967_MARK LOGO: MSHD  
 BV1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1967+STABILITY: SURFACE MOTION
 BV1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1967+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1967
 BV1967  HISTORY     - Date     Condition        Report By
 BV1967  HISTORY     - 1989     MONUMENTED       MSHD
 BV1967  HISTORY     - 20040221 GOOD             USPSQD
 BV1967  HISTORY     - 20050319 GOOD             USPSQD
 BV1967
 BV1967                          STATION DESCRIPTION
 BV1967
 BV1967'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1967'MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHWEST OF COLLINS, IN A
 BV1967'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1967'SECTION 24, T 8N, R 16W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE
 BV1967'OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S.
 BV1967'HIGHWAY 49 FOR 0.75 MI (1.21 KM) TO THE MARK ON THE RIGHT JUST BEFORE
 BV1967'REACHING THE ENTRANCE TO THE DAYS INN MOTEL.  MARK IS A MSHD
 BV1967'REFERENCE MARK DISK SET IN A DRILL HOLE ON THE TOP CENTER OF THE
 BV1967'NORTHEAST HEADWALL OF A 36 INCH ROUND CONCRETE PIPE CULVERT, 164 FT
 BV1967'(50.0 M) SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE MOTEL, 46 FT
 BV1967'(14.0 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BV1967'49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1967
 BV1967                          STATION RECOVERY (2004)
 BV1967
 BV1967'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1967'RECOVERED IN GOOD CONDITION.
 BV1967
 BV1967                          STATION RECOVERY (2005)
 BV1967
 BV1967'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1968 ***********************************************************************
 BV1968  DESIGNATION -  49 V 259
 BV1968  PID         -  BV1968
 BV1968  STATE/COUNTY-  MS/COVINGTON
 BV1968  USGS QUAD   -  COLLINS (1982)
 BV1968
 BV1968                         *CURRENT SURVEY CONTROL
 BV1968  ___________________________________________________________________
 BV1968* NAD 83(1986)-  31 39 49.     (N)    089 34 51.     (W)     SCALED    
 BV1968* NAVD 88     -        88.991  (meters)     291.96   (feet)  ADJUSTED  
 BV1968  ___________________________________________________________________
 BV1968  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BV1968  DYNAMIC HT  -          88.885 (meters)     291.62  (feet)  COMP
 BV1968  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 BV1968
 BV1968  VERT ORDER  -  SECOND    CLASS II
 BV1968
 BV1968.The horizontal coordinates were scaled from a topographic map and have
 BV1968.an estimated accuracy of +/- 6 seconds.
 BV1968
 BV1968.The orthometric height was determined by differential leveling
 BV1968.and adjusted in May 1996.
 BV1968
 BV1968.The geoid height was determined by GEOID03.
 BV1968
 BV1968.The dynamic height is computed by dividing the NAVD 88
 BV1968.geopotential number by the normal gravity value computed on the
 BV1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1968.degrees latitude (g = 980.6199 gals.).
 BV1968
 BV1968.The modeled gravity was interpolated from observed gravity values.
 BV1968
 BV1968;                    North         East    Units  Estimated Accuracy
 BV1968;SPC MS E     -   240,090.      229,110.      MT  (+/- 180 meters Scaled)
 BV1968
 BV1968                          SUPERSEDED SURVEY CONTROL
 BV1968
 BV1968.No superseded survey control is available for this station.
 BV1968
 BV1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA553060(NAD 83)
 BV1968_MARKER: DD = SURVEY DISK
 BV1968_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1968_SP_SET: BOX CULVERT
 BV1968_STAMPING: BM 49 V 259 1989
 BV1968_MARK LOGO: MSHD  
 BV1968_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1968+STABILITY: SURFACE MOTION
 BV1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1968+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1968
 BV1968  HISTORY     - Date     Condition        Report By
 BV1968  HISTORY     - 1989     MONUMENTED       MSHD
 BV1968  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 BV1968
 BV1968                          STATION DESCRIPTION
 BV1968
 BV1968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1968'MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF COLLINS, IN A CULVERT
 BV1968'UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN SECTION 14,
 BV1968'T 8N, R 16W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S.
 BV1968'HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S. HIGHWAY 49
 BV1968'FOR 2 MI (3.2 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET
 BV1968'IN A DRILL HOLE ON TOP CENTER OF THE NORTHEAST HEADWALL OF A 9 X 6
 BV1968'FOOT CONCRETE BOX CULVERT, 93 FT (28.3 M) SOUTHWEST OF THE CENTER OF
 BV1968'THE NORTH BOUND LANE OF HIGHWAY 49, 33 FT (10.1 M) NORTHEAST OF THE
 BV1968'CENTER OF THE SOUTH BOUND LANE AND IS ABOUT 1.5 FT (0.5 M) BELOW THE
 BV1968'LEVEL OF THE HIGHWAY.
 BV1968
 BV1968                          STATION RECOVERY (2004)
 BV1968
 BV1968'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0106 ***********************************************************************
 CP0106  DESIGNATION -  49 V 26
 CP0106  PID         -  CP0106
 CP0106  STATE/COUNTY-  MS/YAZOO
 CP0106  USGS QUAD   -  BENTONIA (1988)
 CP0106
 CP0106                         *CURRENT SURVEY CONTROL
 CP0106  ___________________________________________________________________
 CP0106* NAD 83(1986)-  32 40 12.     (N)    090 22 24.     (W)     SCALED    
 CP0106* NAVD 88     -        70.160  (meters)     230.18   (feet)  ADJUSTED  
 CP0106  ___________________________________________________________________
 CP0106  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP0106  DYNAMIC HT  -          70.080 (meters)     229.92  (feet)  COMP
 CP0106  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 CP0106
 CP0106  VERT ORDER  -  SECOND    CLASS 0
 CP0106
 CP0106.The horizontal coordinates were scaled from a topographic map and have
 CP0106.an estimated accuracy of +/- 6 seconds.
 CP0106
 CP0106.The orthometric height was determined by differential leveling
 CP0106.and adjusted in June 1991.
 CP0106
 CP0106.The geoid height was determined by GEOID03.
 CP0106
 CP0106.The dynamic height is computed by dividing the NAVD 88
 CP0106.geopotential number by the normal gravity value computed on the
 CP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0106.degrees latitude (g = 980.6199 gals.).
 CP0106
 CP0106.The modeled gravity was interpolated from observed gravity values.
 CP0106
 CP0106;                    North         East    Units  Estimated Accuracy
 CP0106;SPC MS W     -   351,440.      696,250.      MT  (+/- 180 meters Scaled)
 CP0106
 CP0106                          SUPERSEDED SURVEY CONTROL
 CP0106
 CP0106  NGVD 29 (??/??/92)   70.240  (m)          230.45   (f) ADJ UNCH    2 0
 CP0106
 CP0106.Superseded values are not recommended for survey control.
 CP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0106.See file dsdata.txt to determine how the superseded data were derived.
 CP0106
 CP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS463177(NAD 83)
 CP0106_MARKER: DD = SURVEY DISK
 CP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0106_STAMPING: BM 49V-26 (1960)
 CP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0106+STABILITY: SURFACE MOTION
 CP0106
 CP0106  HISTORY     - Date     Condition        Report By
 CP0106  HISTORY     - 1960     MONUMENTED       MSHD
 CP0106  HISTORY     - 1966     GOOD             MSHD
 CP0106
 CP0106                          STATION DESCRIPTION
 CP0106
 CP0106'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0106'2.1 MI NW FROM BENTONIA.
 CP0106'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0106'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0106'GO 2.05 MILES TO THE LAST HOUSE IN A ROW OF HOUSES AND THE MARK ON THE
 CP0106'RIGHT AS DESCRIBED.  IT IS 90 FEET NORTH OF THE NORTHWEST CORNER OF
 CP0106'THE HOUSE, 87 FEET EAST OF THE CENTER OF HIGHWAY 49, 38.4 FEET EAST OF
 CP0106'A FENCE CORNER, 1.2 FEET SOUTH OF A FENCE, AND 1 FOOT SOUTH OF A METAL
 CP0106'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1969 ***********************************************************************
 BV1969  DESIGNATION -  49 V 260
 BV1969  PID         -  BV1969
 BV1969  STATE/COUNTY-  MS/COVINGTON
 BV1969  USGS QUAD   -  COLLINS (1982)
 BV1969
 BV1969                         *CURRENT SURVEY CONTROL
 BV1969  ___________________________________________________________________
 BV1969* NAD 83(1986)-  31 40 21.     (N)    089 35 18.     (W)     SCALED    
 BV1969* NAVD 88     -        90.992  (meters)     298.53   (feet)  ADJUSTED  
 BV1969  ___________________________________________________________________
 BV1969  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1969  DYNAMIC HT  -          90.884 (meters)     298.18  (feet)  COMP
 BV1969  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 BV1969
 BV1969  VERT ORDER  -  SECOND    CLASS II
 BV1969
 BV1969.The horizontal coordinates were scaled from a topographic map and have
 BV1969.an estimated accuracy of +/- 6 seconds.
 BV1969
 BV1969.The orthometric height was determined by differential leveling
 BV1969.and adjusted in May 1996.
 BV1969
 BV1969.The geoid height was determined by GEOID03.
 BV1969
 BV1969.The dynamic height is computed by dividing the NAVD 88
 BV1969.geopotential number by the normal gravity value computed on the
 BV1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1969.degrees latitude (g = 980.6199 gals.).
 BV1969
 BV1969.The modeled gravity was interpolated from observed gravity values.
 BV1969
 BV1969;                    North         East    Units  Estimated Accuracy
 BV1969;SPC MS E     -   241,080.      228,410.      MT  (+/- 180 meters Scaled)
 BV1969
 BV1969                          SUPERSEDED SURVEY CONTROL
 BV1969
 BV1969.No superseded survey control is available for this station.
 BV1969
 BV1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA546070(NAD 83)
 BV1969_MARKER: DD = SURVEY DISK
 BV1969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1969_SP_SET: BOX CULVERT
 BV1969_STAMPING: BM 49 V 260 1989
 BV1969_MARK LOGO: MSHD  
 BV1969_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1969+STABILITY: SURFACE MOTION
 BV1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1969+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1969
 BV1969  HISTORY     - Date     Condition        Report By
 BV1969  HISTORY     - 1989     MONUMENTED       MSHD
 BV1969  HISTORY     - 20040221 GOOD             USPSQD
 BV1969  HISTORY     - 20050319 GOOD             USPSQD
 BV1969
 BV1969                          STATION DESCRIPTION
 BV1969
 BV1969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1969'MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHWEST OF COLLINS, IN A
 BV1969'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1969'SECTION 10, T 8N, R 16W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE
 BV1969'OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S.
 BV1969'HIGHWAY 49 FOR 2.8 MI (4.5 KM) TO THE MARK ON THE RIGHT.  MASRK IS A
 BV1969'MSHD REFERENCE DISK SET IN A DRILL HOLE ON THE TOP CENTER OF THE
 BV1969'NORTHEAST HEADWALL OF A 14 X 6 FOOT CONCRETE BOX CULVERT, 36 FT (11.0
 BV1969'M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 BV1969'IS ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1969
 BV1969                          STATION RECOVERY (2004)
 BV1969
 BV1969'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1969'RECOVERED IN GOOD CONDITION.
 BV1969
 BV1969                          STATION RECOVERY (2005)
 BV1969
 BV1969'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1970 ***********************************************************************
 BV1970  DESIGNATION -  49 V 261
 BV1970  PID         -  BV1970
 BV1970  STATE/COUNTY-  MS/COVINGTON
 BV1970  USGS QUAD   -  COLLINS (1982)
 BV1970
 BV1970                         *CURRENT SURVEY CONTROL
 BV1970  ___________________________________________________________________
 BV1970* NAD 83(1986)-  31 41 07.     (N)    089 36 02.     (W)     SCALED    
 BV1970* NAVD 88     -        93.166  (meters)     305.66   (feet)  ADJUSTED  
 BV1970  ___________________________________________________________________
 BV1970  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BV1970  DYNAMIC HT  -          93.056 (meters)     305.30  (feet)  COMP
 BV1970  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 BV1970
 BV1970  VERT ORDER  -  SECOND    CLASS II
 BV1970
 BV1970.The horizontal coordinates were scaled from a topographic map and have
 BV1970.an estimated accuracy of +/- 6 seconds.
 BV1970
 BV1970.The orthometric height was determined by differential leveling
 BV1970.and adjusted in May 1996.
 BV1970
 BV1970.The geoid height was determined by GEOID03.
 BV1970
 BV1970.The dynamic height is computed by dividing the NAVD 88
 BV1970.geopotential number by the normal gravity value computed on the
 BV1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1970.degrees latitude (g = 980.6199 gals.).
 BV1970
 BV1970.The modeled gravity was interpolated from observed gravity values.
 BV1970
 BV1970;                    North         East    Units  Estimated Accuracy
 BV1970;SPC MS E     -   242,510.      227,260.      MT  (+/- 180 meters Scaled)
 BV1970
 BV1970                          SUPERSEDED SURVEY CONTROL
 BV1970
 BV1970.No superseded survey control is available for this station.
 BV1970
 BV1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA534084(NAD 83)
 BV1970_MARKER: DD = SURVEY DISK
 BV1970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1970_SP_SET: BRIDGE ABUTMENT
 BV1970_STAMPING: BM 49 V 261 1989
 BV1970_MARK LOGO: MSHD  
 BV1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1970+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1970
 BV1970  HISTORY     - Date     Condition        Report By
 BV1970  HISTORY     - 1989     MONUMENTED       MSHD
 BV1970  HISTORY     - 20040221 GOOD             USPSQD
 BV1970  HISTORY     - 20050319 GOOD             USPSQD
 BV1970
 BV1970                          STATION DESCRIPTION
 BV1970
 BV1970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1970'MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTHWEST OF COLLINS, IN THE
 BV1970'NORTH BOUND U.S. HIGHWAY 49 BRIDGE OVER BURTONS CREEK AND IS IN
 BV1970'SECTION 3, T 8N, R 16W.  TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE
 BV1970'OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S.
 BV1970'HIGHWAY 49 FOR 3.9 MI (6.3 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BV1970'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF
 BV1970'THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 20 FT (6.1 M) NORTHEAST
 BV1970'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BV1970'LEVEL WITH THE HIGHWAY.
 BV1970
 BV1970                          STATION RECOVERY (2004)
 BV1970
 BV1970'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1970'RECOVERED IN GOOD CONDITION.
 BV1970
 BV1970                          STATION RECOVERY (2005)
 BV1970
 BV1970'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1971 ***********************************************************************
 BV1971  DESIGNATION -  49 V 262
 BV1971  PID         -  BV1971
 BV1971  STATE/COUNTY-  MS/COVINGTON
 BV1971  USGS QUAD   -  COLLINS (1982)
 BV1971
 BV1971                         *CURRENT SURVEY CONTROL
 BV1971  ___________________________________________________________________
 BV1971* NAD 83(1986)-  31 41 43.     (N)    089 36 42.     (W)     SCALED    
 BV1971* NAVD 88     -        94.804  (meters)     311.04   (feet)  ADJUSTED  
 BV1971  ___________________________________________________________________
 BV1971  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1971  DYNAMIC HT  -          94.692 (meters)     310.67  (feet)  COMP
 BV1971  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 BV1971
 BV1971  VERT ORDER  -  SECOND    CLASS II
 BV1971
 BV1971.The horizontal coordinates were scaled from a topographic map and have
 BV1971.an estimated accuracy of +/- 6 seconds.
 BV1971
 BV1971.The orthometric height was determined by differential leveling
 BV1971.and adjusted in May 1996.
 BV1971
 BV1971.The geoid height was determined by GEOID03.
 BV1971
 BV1971.The dynamic height is computed by dividing the NAVD 88
 BV1971.geopotential number by the normal gravity value computed on the
 BV1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1971.degrees latitude (g = 980.6199 gals.).
 BV1971
 BV1971.The modeled gravity was interpolated from observed gravity values.
 BV1971
 BV1971;                    North         East    Units  Estimated Accuracy
 BV1971;SPC MS E     -   243,630.      226,210.      MT  (+/- 180 meters Scaled)
 BV1971
 BV1971                          SUPERSEDED SURVEY CONTROL
 BV1971
 BV1971.No superseded survey control is available for this station.
 BV1971
 BV1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA524096(NAD 83)
 BV1971_MARKER: DD = SURVEY DISK
 BV1971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1971_SP_SET: PIPE CULVERT
 BV1971_STAMPING: BM 49 V 262 1989
 BV1971_MARK LOGO: MSHD  
 BV1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1971+STABILITY: SURFACE MOTION
 BV1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1971+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1971
 BV1971  HISTORY     - Date     Condition        Report By
 BV1971  HISTORY     - 1989     MONUMENTED       MSHD
 BV1971  HISTORY     - 20040221 GOOD             USPSQD
 BV1971  HISTORY     - 20050319 GOOD             USPSQD
 BV1971
 BV1971                          STATION DESCRIPTION
 BV1971
 BV1971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1971'MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHWEST OF COLLINS, IN A
 BV1971'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5 MI (8.0 KM)
 BV1971'SOUTHEAST OF MOUNT OLIVE AND IS IN SECTION 4, T 8N, R 16W.  TO REACH
 BV1971'FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49 AT THE WEST
 BV1971'EDGE OF COLLINS, GO NORTH ON U.S. HIGHWAY 49 FOR 4.8 MI (7.7 KM) TO
 BV1971'THE MARK ON THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE
 BV1971'INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST
 BV1971'EDGE OF MOUNT OLIVE, BY GOING SOUTHEAST ON U.S. HIGHWAY 49 FOR 4.5
 BV1971'MI (7.2 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK
 BV1971'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV1971'HEADWALL OF A 42 INCH ROUND CONCRETE PIPE CULVERT, 47 FT (14.3 M)
 BV1971'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BV1971'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1971
 BV1971                          STATION RECOVERY (2004)
 BV1971
 BV1971'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1971'RECOVERED IN GOOD CONDITION.
 BV1971
 BV1971                          STATION RECOVERY (2005)
 BV1971
 BV1971'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1972 ***********************************************************************
 BV1972  DESIGNATION -  49 V 263
 BV1972  PID         -  BV1972
 BV1972  STATE/COUNTY-  MS/COVINGTON
 BV1972  USGS QUAD   -  COLLINS (1982)
 BV1972
 BV1972                         *CURRENT SURVEY CONTROL
 BV1972  ___________________________________________________________________
 BV1972* NAD 83(1986)-  31 42 25.     (N)    089 37 17.     (W)     SCALED    
 BV1972* NAVD 88     -        97.086  (meters)     318.52   (feet)  ADJUSTED  
 BV1972  ___________________________________________________________________
 BV1972  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1972  DYNAMIC HT  -          96.971 (meters)     318.15  (feet)  COMP
 BV1972  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BV1972
 BV1972  VERT ORDER  -  SECOND    CLASS II
 BV1972
 BV1972.The horizontal coordinates were scaled from a topographic map and have
 BV1972.an estimated accuracy of +/- 6 seconds.
 BV1972
 BV1972.The orthometric height was determined by differential leveling
 BV1972.and adjusted in May 1996.
 BV1972
 BV1972.The geoid height was determined by GEOID03.
 BV1972
 BV1972.The dynamic height is computed by dividing the NAVD 88
 BV1972.geopotential number by the normal gravity value computed on the
 BV1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1972.degrees latitude (g = 980.6199 gals.).
 BV1972
 BV1972.The modeled gravity was interpolated from observed gravity values.
 BV1972
 BV1972;                    North         East    Units  Estimated Accuracy
 BV1972;SPC MS E     -   244,930.      225,300.      MT  (+/- 180 meters Scaled)
 BV1972
 BV1972                          SUPERSEDED SURVEY CONTROL
 BV1972
 BV1972.No superseded survey control is available for this station.
 BV1972
 BV1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA515109(NAD 83)
 BV1972_MARKER: DD = SURVEY DISK
 BV1972_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1972_SP_SET: BOX CULVERT
 BV1972_STAMPING: BM 49 V 263 1989
 BV1972_MARK LOGO: MSHD  
 BV1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1972+STABILITY: SURFACE MOTION
 BV1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1972+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1972
 BV1972  HISTORY     - Date     Condition        Report By
 BV1972  HISTORY     - 1989     MONUMENTED       MSHD
 BV1972  HISTORY     - 20040221 GOOD             USPSQD
 BV1972  HISTORY     - 20050319 GOOD             USPSQD
 BV1972
 BV1972                          STATION DESCRIPTION
 BV1972
 BV1972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1972'MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF MOUNT OLIVE, IN A
 BV1972'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.8 MI (9.3
 BV1972'KM) NORTHWEST OF COLLINS AND IS IN SECTION 32, T 9N, R 16W.  TO REACH
 BV1972'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE
 BV1972'WEST EDGE OF MOUNT OLIVE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 3.5 MI
 BV1972'(5.6 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK
 BV1972'SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HESDWALL OF
 BV1972'A 10 X 4 FOOT CONCRETE BOX CULVERT, 35.5 FT (10.8 M) NOTHEAST OF THE
 BV1972'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0
 BV1972'M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1972
 BV1972                          STATION RECOVERY (2004)
 BV1972
 BV1972'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1972'RECOVERED IN GOOD CONDITION.
 BV1972
 BV1972                          STATION RECOVERY (2005)
 BV1972
 BV1972'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1973 ***********************************************************************
 BV1973  DESIGNATION -  49 V 264
 BV1973  PID         -  BV1973
 BV1973  STATE/COUNTY-  MS/COVINGTON
 BV1973  USGS QUAD   -  LONE STAR (1982)
 BV1973
 BV1973                         *CURRENT SURVEY CONTROL
 BV1973  ___________________________________________________________________
 BV1973* NAD 83(1986)-  31 43 15.     (N)    089 37 49.     (W)     SCALED    
 BV1973* NAVD 88     -        96.572  (meters)     316.84   (feet)  ADJUSTED  
 BV1973  ___________________________________________________________________
 BV1973  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1973  DYNAMIC HT  -          96.458 (meters)     316.46  (feet)  COMP
 BV1973  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 BV1973
 BV1973  VERT ORDER  -  SECOND    CLASS II
 BV1973
 BV1973.The horizontal coordinates were scaled from a topographic map and have
 BV1973.an estimated accuracy of +/- 6 seconds.
 BV1973
 BV1973.The orthometric height was determined by differential leveling
 BV1973.and adjusted in May 1996.
 BV1973
 BV1973.The geoid height was determined by GEOID03.
 BV1973
 BV1973.The dynamic height is computed by dividing the NAVD 88
 BV1973.geopotential number by the normal gravity value computed on the
 BV1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1973.degrees latitude (g = 980.6199 gals.).
 BV1973
 BV1973.The modeled gravity was interpolated from observed gravity values.
 BV1973
 BV1973;                    North         East    Units  Estimated Accuracy
 BV1973;SPC MS E     -   246,470.      224,470.      MT  (+/- 180 meters Scaled)
 BV1973
 BV1973                          SUPERSEDED SURVEY CONTROL
 BV1973
 BV1973.No superseded survey control is available for this station.
 BV1973
 BV1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA507125(NAD 83)
 BV1973_MARKER: DD = SURVEY DISK
 BV1973_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1973_SP_SET: BOX CULVERT
 BV1973_STAMPING: BM 49 V 264 1989
 BV1973_MARK LOGO: MSHD  
 BV1973_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1973+STABILITY: SURFACE MOTION
 BV1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1973+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1973
 BV1973  HISTORY     - Date     Condition        Report By
 BV1973  HISTORY     - 1989     MONUMENTED       MSHD
 BV1973  HISTORY     - 20040221 GOOD             USPSQD
 BV1973  HISTORY     - 20050319 GOOD             USPSQD
 BV1973
 BV1973                          STATION DESCRIPTION
 BV1973
 BV1973'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1973'MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF MOUNT OLIVE, IN A
 BV1973'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.8 MI (10.9
 BV1973'KM) NORTHWEST OF COLLINS AND IS IN SECTION 29, T 9N, R 16W.  TO REACH
 BV1973'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE
 BV1973'WEST EDGE OF MOUNT OLIVE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.4 MI
 BV1973'(3.9 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK
 BV1973'SET IN A DRILL HOLE ON THE TOP CENTER OF THE NORTHEAST HEADWALL OF A
 BV1973'4 X 6 FOOT CONCRETE BOX CULVERT, 42 FT (12.8 M) NORTHEAST OF THE
 BV1973'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 13 FT (4.0
 BV1973'M) BELOW THE LEVEL OF THE HIGHWAY.
 BV1973
 BV1973                          STATION RECOVERY (2004)
 BV1973
 BV1973'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1973'RECOVERED IN GOOD CONDITION.
 BV1973
 BV1973                          STATION RECOVERY (2005)
 BV1973
 BV1973'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1974 ***********************************************************************
 BV1974  DESIGNATION -  49 V 265
 BV1974  PID         -  BV1974
 BV1974  STATE/COUNTY-  MS/COVINGTON
 BV1974  USGS QUAD   -  LONE STAR (1982)
 BV1974
 BV1974                         *CURRENT SURVEY CONTROL
 BV1974  ___________________________________________________________________
 BV1974* NAD 83(1986)-  31 43 44.     (N)    089 38 09.     (W)     SCALED    
 BV1974* NAVD 88     -        99.676  (meters)     327.02   (feet)  ADJUSTED  
 BV1974  ___________________________________________________________________
 BV1974  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1974  DYNAMIC HT  -          99.558 (meters)     326.63  (feet)  COMP
 BV1974  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 BV1974
 BV1974  VERT ORDER  -  SECOND    CLASS II
 BV1974
 BV1974.The horizontal coordinates were scaled from a topographic map and have
 BV1974.an estimated accuracy of +/- 6 seconds.
 BV1974
 BV1974.The orthometric height was determined by differential leveling
 BV1974.and adjusted in May 1996.
 BV1974
 BV1974.The geoid height was determined by GEOID03.
 BV1974
 BV1974.The dynamic height is computed by dividing the NAVD 88
 BV1974.geopotential number by the normal gravity value computed on the
 BV1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1974.degrees latitude (g = 980.6199 gals.).
 BV1974
 BV1974.The modeled gravity was interpolated from observed gravity values.
 BV1974
 BV1974;                    North         East    Units  Estimated Accuracy
 BV1974;SPC MS E     -   247,370.      223,950.      MT  (+/- 180 meters Scaled)
 BV1974
 BV1974                          SUPERSEDED SURVEY CONTROL
 BV1974
 BV1974.No superseded survey control is available for this station.
 BV1974
 BV1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA502134(NAD 83)
 BV1974_MARKER: DD = SURVEY DISK
 BV1974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1974_SP_SET: PIPE CULVERT
 BV1974_STAMPING: BM 49 V 265 1989
 BV1974_MARK LOGO: MSHD  
 BV1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1974+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1974
 BV1974  HISTORY     - Date     Condition        Report By
 BV1974  HISTORY     - 1989     MONUMENTED       MSHD
 BV1974  HISTORY     - 20040221 GOOD             USPSQD
 BV1974  HISTORY     - 20050319 GOOD             USPSQD
 BV1974
 BV1974                          STATION DESCRIPTION
 BV1974
 BV1974'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1974'MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTHEAST OF MOUNT OLIVE, IN A
 BV1974'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1974'SECTION 20, T 9N, R 16W.  TO REACH FROM THE INTERSECTION OF STATE
 BV1974'HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO
 BV1974'SOUTHEAST ON U.S. HIGHWAY 49 FOR 1.8 MI (2.9 KM) TO THE MARK ON THE
 BV1974'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON THE
 BV1974'TOP CENTER OF THE NORTHEAST HEADWALL OF A 40 INCH CONCRETE PIPE
 BV1974'CULVERT, 44.5 FT (13.6 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1974'LANE OF HIGHWAY 49 AND IS ABOUT 10 FT (3.0 M) BELOW THE LEVEL OF THE
 BV1974'HIGHWAY.
 BV1974
 BV1974                          STATION RECOVERY (2004)
 BV1974
 BV1974'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1974'RECOVERED IN GOOD CONDITION.
 BV1974
 BV1974                          STATION RECOVERY (2005)
 BV1974
 BV1974'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1975 ***********************************************************************
 BV1975  DESIGNATION -  49 V 266
 BV1975  PID         -  BV1975
 BV1975  STATE/COUNTY-  MS/COVINGTON
 BV1975  USGS QUAD   -  LONE STAR (1982)
 BV1975
 BV1975                         *CURRENT SURVEY CONTROL
 BV1975  ___________________________________________________________________
 BV1975* NAD 83(1986)-  31 44 30.     (N)    089 38 34.     (W)     SCALED    
 BV1975* NAVD 88     -        99.163  (meters)     325.34   (feet)  ADJUSTED  
 BV1975  ___________________________________________________________________
 BV1975  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1975  DYNAMIC HT  -          99.045 (meters)     324.95  (feet)  COMP
 BV1975  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 BV1975
 BV1975  VERT ORDER  -  SECOND    CLASS II
 BV1975
 BV1975.The horizontal coordinates were scaled from a topographic map and have
 BV1975.an estimated accuracy of +/- 6 seconds.
 BV1975
 BV1975.The orthometric height was determined by differential leveling
 BV1975.and adjusted in May 1996.
 BV1975
 BV1975.The geoid height was determined by GEOID03.
 BV1975
 BV1975.The dynamic height is computed by dividing the NAVD 88
 BV1975.geopotential number by the normal gravity value computed on the
 BV1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1975.degrees latitude (g = 980.6199 gals.).
 BV1975
 BV1975.The modeled gravity was interpolated from observed gravity values.
 BV1975
 BV1975;                    North         East    Units  Estimated Accuracy
 BV1975;SPC MS E     -   248,790.      223,300.      MT  (+/- 180 meters Scaled)
 BV1975
 BV1975                          SUPERSEDED SURVEY CONTROL
 BV1975
 BV1975.No superseded survey control is available for this station.
 BV1975
 BV1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA496148(NAD 83)
 BV1975_MARKER: DD = SURVEY DISK
 BV1975_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1975_SP_SET: BOX CULVERT
 BV1975_STAMPING: BM 49 V 266 1989
 BV1975_MARK LOGO: MSHD  
 BV1975_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1975+STABILITY: SURFACE MOTION
 BV1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1975+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 BV1975
 BV1975  HISTORY     - Date     Condition        Report By
 BV1975  HISTORY     - 1989     MONUMENTED       MSHD
 BV1975  HISTORY     - 20040221 GOOD             USPSQD
 BV1975  HISTORY     - 20050319 GOOD             USPSQD
 BV1975
 BV1975                          STATION DESCRIPTION
 BV1975
 BV1975'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1975'MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTHEAST OF MOUNT OLIVE, IN A
 BV1975'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1975'SECTION 18, T 9N, R 16W.  TO REACH FROM THE INTERSECTION OF STATE
 BV1975'HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO
 BV1975'SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 BV1975'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BV1975'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 16 X 8 FOOT CONCRETE BOX
 BV1975'CULVERT, 33 FT (10.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1975'LANE OF U.S. HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL
 BV1975'OF THE HIGHWAY.
 BV1975
 BV1975                          STATION RECOVERY (2004)
 BV1975
 BV1975'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1975'RECOVERED IN GOOD CONDITION.
 BV1975
 BV1975                          STATION RECOVERY (2005)
 BV1975
 BV1975'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1976 ***********************************************************************
 BV1976  DESIGNATION -  49 V 267
 BV1976  PID         -  BV1976
 BV1976  STATE/COUNTY-  MS/COVINGTON
 BV1976  USGS QUAD   -  LONE STAR (1982)
 BV1976
 BV1976                         *CURRENT SURVEY CONTROL
 BV1976  ___________________________________________________________________
 BV1976* NAD 83(1986)-  31 44 46.     (N)    089 39 06.     (W)     SCALED    
 BV1976* NAVD 88     -       104.987  (meters)     344.44   (feet)  ADJUSTED  
 BV1976  ___________________________________________________________________
 BV1976  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1976  DYNAMIC HT  -         104.862 (meters)     344.03  (feet)  COMP
 BV1976  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BV1976
 BV1976  VERT ORDER  -  SECOND    CLASS II
 BV1976
 BV1976.The horizontal coordinates were scaled from a topographic map and have
 BV1976.an estimated accuracy of +/- 6 seconds.
 BV1976
 BV1976.The orthometric height was determined by differential leveling
 BV1976.and adjusted in May 1996.
 BV1976
 BV1976.The geoid height was determined by GEOID03.
 BV1976
 BV1976.The dynamic height is computed by dividing the NAVD 88
 BV1976.geopotential number by the normal gravity value computed on the
 BV1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1976.degrees latitude (g = 980.6199 gals.).
 BV1976
 BV1976.The modeled gravity was interpolated from observed gravity values.
 BV1976
 BV1976;                    North         East    Units  Estimated Accuracy
 BV1976;SPC MS E     -   249,290.      222,460.      MT  (+/- 180 meters Scaled)
 BV1976
 BV1976                          SUPERSEDED SURVEY CONTROL
 BV1976
 BV1976.No superseded survey control is available for this station.
 BV1976
 BV1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA488153(NAD 83)
 BV1976_MARKER: DD = SURVEY DISK
 BV1976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1976_SP_SET: PIPE CULVERT
 BV1976_STAMPING: BM 49 V 267 1989
 BV1976_MARK LOGO: MSHD  
 BV1976_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1976+STABILITY: SURFACE MOTION
 BV1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1976+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1976
 BV1976  HISTORY     - Date     Condition        Report By
 BV1976  HISTORY     - 1989     MONUMENTED       MSHD
 BV1976  HISTORY     - 20040222 GOOD             USPSQD
 BV1976  HISTORY     - 20050318 GOOD             USPSQD
 BV1976
 BV1976                          STATION DESCRIPTION
 BV1976
 BV1976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1976'MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF MOUNT OLIVE, IN A
 BV1976'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 0.1 MI (0.2
 BV1976'KM) SOUTHEAST ALONG U.S. HIGHWAY 49 FROM THE INTERSECTION OF STATE
 BV1976'HIGHWAY 35 AT THE WEST EDGE OF MOUNT OLIVE AND IS IN SECTION 18, T
 BV1976'9N, R 16W.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 BV1976'END OF THE SOUTHWEST HEADWALL OF A 60 INCH CONCRETE PIPE CULVERT, 63
 BV1976'FT (19.2 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 BV1976'HIGHWAY 49 AND IS ABOUT 20 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BV1976
 BV1976                          STATION RECOVERY (2004)
 BV1976
 BV1976'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1976'RECOVERED IN GOOD CONDITION.
 BV1976
 BV1976                          STATION RECOVERY (2005)
 BV1976
 BV1976'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1977 ***********************************************************************
 BV1977  DESIGNATION -  49 V 268
 BV1977  PID         -  BV1977
 BV1977  STATE/COUNTY-  MS/COVINGTON
 BV1977  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1977
 BV1977                         *CURRENT SURVEY CONTROL
 BV1977  ___________________________________________________________________
 BV1977* NAD 83(1986)-  31 45 16.     (N)    089 39 46.     (W)     SCALED    
 BV1977* NAVD 88     -       103.028  (meters)     338.02   (feet)  ADJUSTED  
 BV1977  ___________________________________________________________________
 BV1977  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1977  DYNAMIC HT  -         102.906 (meters)     337.62  (feet)  COMP
 BV1977  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 BV1977
 BV1977  VERT ORDER  -  SECOND    CLASS II
 BV1977
 BV1977.The horizontal coordinates were scaled from a topographic map and have
 BV1977.an estimated accuracy of +/- 6 seconds.
 BV1977
 BV1977.The orthometric height was determined by differential leveling
 BV1977.and adjusted in May 1996.
 BV1977
 BV1977.The geoid height was determined by GEOID03.
 BV1977
 BV1977.The dynamic height is computed by dividing the NAVD 88
 BV1977.geopotential number by the normal gravity value computed on the
 BV1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1977.degrees latitude (g = 980.6199 gals.).
 BV1977
 BV1977.The modeled gravity was interpolated from observed gravity values.
 BV1977
 BV1977;                    North         East    Units  Estimated Accuracy
 BV1977;SPC MS E     -   250,220.      221,420.      MT  (+/- 180 meters Scaled)
 BV1977
 BV1977                          SUPERSEDED SURVEY CONTROL
 BV1977
 BV1977.No superseded survey control is available for this station.
 BV1977
 BV1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA477163(NAD 83)
 BV1977_MARKER: DD = SURVEY DISK
 BV1977_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1977_SP_SET: BOX CULVERT
 BV1977_STAMPING: BM 49 V 268 1989
 BV1977_MARK LOGO: MSHD  
 BV1977_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1977+STABILITY: SURFACE MOTION
 BV1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1977+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1977
 BV1977  HISTORY     - Date     Condition        Report By
 BV1977  HISTORY     - 1989     MONUMENTED       MSHD
 BV1977
 BV1977                          STATION DESCRIPTION
 BV1977
 BV1977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1977'MARK IS LOCATED ABOUT 0.6 MI (1.0 KM) WEST SOUTHWEST OF MOUNT OLIVE,
 BV1977'IN A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1977'SECTION 13, T 9N, R 17W.  TO REACH FROM THE INTERSECTION OF STATE
 BV1977'HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO
 BV1977'NORTHWEST ON U.S. HIGHWAY 49 FOR 0.7 MI (1.1 KM) TO THE MARK ON THE
 BV1977'RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BV1977'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 16 X 8 FOOT CONCRETE BOX
 BV1977'CULVERT, 36.5 FT (11.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1977'LANE OF HIGHWAY 49 AND IS ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF THE
 BV1977'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1978 ***********************************************************************
 BV1978  DESIGNATION -  49 V 269
 BV1978  PID         -  BV1978
 BV1978  STATE/COUNTY-  MS/COVINGTON
 BV1978  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1978
 BV1978                         *CURRENT SURVEY CONTROL
 BV1978  ___________________________________________________________________
 BV1978* NAD 83(1986)-  31 45 39.     (N)    089 40 20.     (W)     SCALED    
 BV1978* NAVD 88     -       106.964  (meters)     350.93   (feet)  ADJUSTED  
 BV1978  ___________________________________________________________________
 BV1978  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BV1978  DYNAMIC HT  -         106.837 (meters)     350.51  (feet)  COMP
 BV1978  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 BV1978
 BV1978  VERT ORDER  -  SECOND    CLASS II
 BV1978
 BV1978.The horizontal coordinates were scaled from a topographic map and have
 BV1978.an estimated accuracy of +/- 6 seconds.
 BV1978
 BV1978.The orthometric height was determined by differential leveling
 BV1978.and adjusted in May 1996.
 BV1978
 BV1978.The geoid height was determined by GEOID03.
 BV1978
 BV1978.The dynamic height is computed by dividing the NAVD 88
 BV1978.geopotential number by the normal gravity value computed on the
 BV1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1978.degrees latitude (g = 980.6199 gals.).
 BV1978
 BV1978.The modeled gravity was interpolated from observed gravity values.
 BV1978
 BV1978;                    North         East    Units  Estimated Accuracy
 BV1978;SPC MS E     -   250,940.      220,530.      MT  (+/- 180 meters Scaled)
 BV1978
 BV1978                          SUPERSEDED SURVEY CONTROL
 BV1978
 BV1978.No superseded survey control is available for this station.
 BV1978
 BV1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA469170(NAD 83)
 BV1978_MARKER: DD = SURVEY DISK
 BV1978_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1978_SP_SET: BOX CULVERT
 BV1978_STAMPING: BM 49 V 269 1989
 BV1978_MARK LOGO: MSHD  
 BV1978_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1978+STABILITY: SURFACE MOTION
 BV1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1978+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1978
 BV1978  HISTORY     - Date     Condition        Report By
 BV1978  HISTORY     - 1989     MONUMENTED       MSHD
 BV1978
 BV1978                          STATION DESCRIPTION
 BV1978
 BV1978'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1978'MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST NORTHWEST OF MOUNT OLIVE, IN
 BV1978'A CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1978'SECTION 11, T 9N, R 17W.  TO REACH FROM THE INTERSECTION OF STATE
 BV1978'HIGHWAY 35 AND US HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO
 BV1978'NORTHWEST ON U.S. HIGHWAY 49 FOR 1.4 MI (2.3 KM) TO THE MARK ON THE
 BV1978'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON THE
 BV1978'TOP CENTER OF THE SOUTHWEST HEADWALL OF A 10 X 4 FOOT CONCRETE BOX
 BV1978'CULVERT, 30.5 FT (9.3 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 BV1978'LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE
 BV1978'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8618 ***********************************************************************
 DJ8618  DESIGNATION -  49 V 26X
 DJ8618  PID         -  DJ8618
 DJ8618  STATE/COUNTY-  MS/YAZOO
 DJ8618  USGS QUAD   -  BENTONIA (1988)
 DJ8618
 DJ8618                         *CURRENT SURVEY CONTROL
 DJ8618  ___________________________________________________________________
 DJ8618* NAD 83(2007)-  32 40 13.26782(N)    090 22 26.83885(W)     ADJUSTED  
 DJ8618* NAVD 88     -        70.36   (meters)     230.8    (feet)  LEVELING  
 DJ8618  ___________________________________________________________________
 DJ8618  EPOCH DATE  -        2002.00
 DJ8618  X           -     -35,092.321 (meters)                     COMP
 DJ8618  Y           -  -5,374,219.681 (meters)                     COMP
 DJ8618  Z           -   3,423,264.519 (meters)                     COMP
 DJ8618  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DJ8618  ELLIP HEIGHT-          43.500 (meters)          (02/15/08) ADJUSTED
 DJ8618  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DJ8618  HORZ ORDER  -  FIRST
 DJ8618  VERT ORDER  -  THIRD ?
 DJ8618  ELLP ORDER  -  FOURTH    CLASS II
 DJ8618
 DJ8618.The horizontal coordinates were established by GPS observations
 DJ8618.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8618
 DJ8618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8618.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8618.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8618.The epoch date for horizontal control is a decimal equivalence
 DJ8618.of Year/Month/Day.
 DJ8618
 DJ8618.The orthometric height was determined by differential leveling.
 DJ8618.The vertical network tie was performed by a horz. field party for horz.
 DJ8618.obs reductions. Reset procedures were used to establish the elevation.
 DJ8618
 DJ8618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8618
 DJ8618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8618
 DJ8618.The ellipsoidal height was determined by GPS observations
 DJ8618.and is referenced to NAD 83.
 DJ8618
 DJ8618.The geoid height was determined by GEOID03.
 DJ8618
 DJ8618;                    North         East     Units Scale Factor Converg.
 DJ8618;SPC MS W     -   351,483.479   696,174.256   MT  0.99995018   -0 01 19.3
 DJ8618;SPC MS W     - 1,153,158.71  2,284,031.70   sFT  0.99995018   -0 01 19.3
 DJ8618;UTM  15      - 3,617,790.369   746,242.954   MT  1.00034775   +1 25 05.4
 DJ8618
 DJ8618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8618!SPC MS W     -   0.99999317  x   0.99995018  =   0.99994335
 DJ8618!UTM  15      -   0.99999317  x   1.00034775  =   1.00034092
 DJ8618
 DJ8618                          SUPERSEDED SURVEY CONTROL
 DJ8618
 DJ8618.No superseded survey control is available for this station.
 DJ8618
 DJ8618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4624317790(NAD 83)
 DJ8618_MARKER: I = METAL ROD
 DJ8618_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8618+WITH SETTING: INFORMATION.
 DJ8618_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8618_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8618+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2006
 DJ8618_ROD/PIPE-DEPTH:  0.6 meters
 DJ8618
 DJ8618  HISTORY     - Date     Condition        Report By
 DJ8618  HISTORY     - 20061214 MONUMENTED       EMCINC
 DJ8618
 DJ8618                          STATION DESCRIPTION
 DJ8618
 DJ8618'DESCRIBED BY EMC INCORPORATED 2006
 DJ8618'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 DJ8618'433 FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT
 DJ8618'AND GO 2.0 MI (3.2 KM) TO MARK ON THE LEFT. LOCATED 21.2' WEST OF THE
 DJ8618'CENTERLINE OF HIGHWAY 49N, 93' AT 330 DEG FROM FENCE CORNER, 95.2' AT
 DJ8618'12 DEG FROM CONCRETE DRAIN IN MEDIAN, 196' AT 340 DEG FROM GRAVEL
 DJ8618'DRIVE TO HOUSE NO.  4744. SET 1/2 IN IRON ROD, 18 IN LONG, 4 IN BELOW
 DJ8618'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1979 ***********************************************************************
 BV1979  DESIGNATION -  49 V 270
 BV1979  PID         -  BV1979
 BV1979  STATE/COUNTY-  MS/COVINGTON
 BV1979  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1979
 BV1979                         *CURRENT SURVEY CONTROL
 BV1979  ___________________________________________________________________
 BV1979* NAD 83(1986)-  31 46 26.     (N)    089 40 43.     (W)     SCALED    
 BV1979* NAVD 88     -       107.942  (meters)     354.14   (feet)  ADJUSTED  
 BV1979  ___________________________________________________________________
 BV1979  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1979  DYNAMIC HT  -         107.814 (meters)     353.72  (feet)  COMP
 BV1979  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 BV1979
 BV1979  VERT ORDER  -  SECOND    CLASS II
 BV1979
 BV1979.The horizontal coordinates were scaled from a topographic map and have
 BV1979.an estimated accuracy of +/- 6 seconds.
 BV1979
 BV1979.The orthometric height was determined by differential leveling
 BV1979.and adjusted in May 1996.
 BV1979
 BV1979.The geoid height was determined by GEOID03.
 BV1979
 BV1979.The dynamic height is computed by dividing the NAVD 88
 BV1979.geopotential number by the normal gravity value computed on the
 BV1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1979.degrees latitude (g = 980.6199 gals.).
 BV1979
 BV1979.The modeled gravity was interpolated from observed gravity values.
 BV1979
 BV1979;                    North         East    Units  Estimated Accuracy
 BV1979;SPC MS E     -   252,390.      219,930.      MT  (+/- 180 meters Scaled)
 BV1979
 BV1979                          SUPERSEDED SURVEY CONTROL
 BV1979
 BV1979.No superseded survey control is available for this station.
 BV1979
 BV1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA463184(NAD 83)
 BV1979_MARKER: DD = SURVEY DISK
 BV1979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1979_SP_SET: BOX CULVERT
 BV1979_STAMPING: BM 49 V 270 1989
 BV1979_MARK LOGO: MSHD  
 BV1979_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1979+STABILITY: SURFACE MOTION
 BV1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1979+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 BV1979
 BV1979  HISTORY     - Date     Condition        Report By
 BV1979  HISTORY     - 1989     MONUMENTED       MSHD
 BV1979  HISTORY     - 20040221 GOOD             USPSQD
 BV1979  HISTORY     - 20050318 GOOD             USPSQD
 BV1979
 BV1979                          STATION DESCRIPTION
 BV1979
 BV1979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1979'MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF MOUNT OLIVE, IN A
 BV1979'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.35 MI (0.56
 BV1979'KM) SOUTH OF THE JUNCTION OF THE OLD HIGHWAY AND THE COUNTY LINE AND
 BV1979'IS IN SECTION 2, T 9N, R 17W.  TO REACH FROM THE INTERSECTION OF
 BV1979'STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT
 BV1979'OLIVE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.5 MI (4.0 KM) TO THE
 BV1979'MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL
 BV1979'HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 16 X 9 FOOT
 BV1979'CONCRETE BOX CULVERT, 26 FT (7.9 M) NORTHEAST OF THE CENTER OF THE
 BV1979'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE
 BV1979'LEVEL OF THE HIGHWAY.
 BV1979
 BV1979                          STATION RECOVERY (2004)
 BV1979
 BV1979'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BV1979'RECOVERED IN GOOD CONDITION.
 BV1979
 BV1979                          STATION RECOVERY (2005)
 BV1979
 BV1979'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1980 ***********************************************************************
 BV1980  DESIGNATION -  49 V 271
 BV1980  PID         -  BV1980
 BV1980  STATE/COUNTY-  MS/SIMPSON
 BV1980  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1980
 BV1980                         *CURRENT SURVEY CONTROL
 BV1980  ___________________________________________________________________
 BV1980* NAD 83(1986)-  31 47 06.     (N)    089 41 00.     (W)     SCALED    
 BV1980* NAVD 88     -       117.219  (meters)     384.58   (feet)  ADJUSTED  
 BV1980  ___________________________________________________________________
 BV1980  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1980  DYNAMIC HT  -         117.080 (meters)     384.12  (feet)  COMP
 BV1980  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 BV1980
 BV1980  VERT ORDER  -  SECOND    CLASS II
 BV1980
 BV1980.The horizontal coordinates were scaled from a topographic map and have
 BV1980.an estimated accuracy of +/- 6 seconds.
 BV1980
 BV1980.The orthometric height was determined by differential leveling
 BV1980.and adjusted in May 1996.
 BV1980
 BV1980.The geoid height was determined by GEOID03.
 BV1980
 BV1980.The dynamic height is computed by dividing the NAVD 88
 BV1980.geopotential number by the normal gravity value computed on the
 BV1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1980.degrees latitude (g = 980.6199 gals.).
 BV1980
 BV1980.The modeled gravity was interpolated from observed gravity values.
 BV1980
 BV1980;                    North         East    Units  Estimated Accuracy
 BV1980;SPC MS W     -   253,490.      761,560.      MT  (+/- 180 meters Scaled)
 BV1980
 BV1980                          SUPERSEDED SURVEY CONTROL
 BV1980
 BV1980.No superseded survey control is available for this station.
 BV1980
 BV1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA459197(NAD 83)
 BV1980_MARKER: DD = SURVEY DISK
 BV1980_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1980_SP_SET: PIPE CULVERT
 BV1980_STAMPING: BM 49 V 271 1989
 BV1980_MARK LOGO: MSHD  
 BV1980_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1980+STABILITY: SURFACE MOTION
 BV1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1980+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1980
 BV1980  HISTORY     - Date     Condition        Report By
 BV1980  HISTORY     - 1989     MONUMENTED       MSHD
 BV1980
 BV1980                          STATION DESCRIPTION
 BV1980
 BV1980'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1980'MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF MOUNT OLIVE, IN A
 BV1980'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.3 MI (10.1
 BV1980'KM) SOUTHEAST OF MAGEE, 0.5 MI (0.8 KM) NORTH OF THE COVINGTON COUNTY
 BV1980'LINE AND IS IN SECTION 35, T 10N, R 17W.  TO REACH FROM THE
 BV1980'INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST
 BV1980'EDGE OF MOUNT OLIVE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 3.3 MI (5.3
 BV1980'KM) TO THE MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
 BV1980'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BV1980'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 42 INCH CONCRETE PIPE
 BV1980'CULVERT, 46.5 FT (14.2 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV1980'LANE OF HIGHWAY 49 AND IS ABOUT 13 FT (4.0 M) BELOW THE LEVEL OF THE
 BV1980'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1981 ***********************************************************************
 BV1981  DESIGNATION -  49 V 272
 BV1981  PID         -  BV1981
 BV1981  STATE/COUNTY-  MS/SIMPSON
 BV1981  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1981
 BV1981                         *CURRENT SURVEY CONTROL
 BV1981  ___________________________________________________________________
 BV1981* NAD 83(1986)-  31 47 39.     (N)    089 41 15.     (W)     SCALED    
 BV1981* NAVD 88     -       108.000  (meters)     354.33   (feet)  ADJUSTED  
 BV1981  ___________________________________________________________________
 BV1981  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1981  DYNAMIC HT  -         107.872 (meters)     353.91  (feet)  COMP
 BV1981  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 BV1981
 BV1981  VERT ORDER  -  SECOND    CLASS II
 BV1981
 BV1981.The horizontal coordinates were scaled from a topographic map and have
 BV1981.an estimated accuracy of +/- 6 seconds.
 BV1981
 BV1981.The orthometric height was determined by differential leveling
 BV1981.and adjusted in May 1996.
 BV1981
 BV1981.The geoid height was determined by GEOID03.
 BV1981
 BV1981.The dynamic height is computed by dividing the NAVD 88
 BV1981.geopotential number by the normal gravity value computed on the
 BV1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1981.degrees latitude (g = 980.6199 gals.).
 BV1981
 BV1981.The modeled gravity was interpolated from observed gravity values.
 BV1981
 BV1981;                    North         East    Units  Estimated Accuracy
 BV1981;SPC MS W     -   254,510.      761,160.      MT  (+/- 180 meters Scaled)
 BV1981
 BV1981                          SUPERSEDED SURVEY CONTROL
 BV1981
 BV1981.No superseded survey control is available for this station.
 BV1981
 BV1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA455207(NAD 83)
 BV1981_MARKER: DD = SURVEY DISK
 BV1981_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1981_SP_SET: BOX CULVERT
 BV1981_STAMPING: BM 49 V 272 1989
 BV1981_MARK LOGO: MSHD  
 BV1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1981+STABILITY: SURFACE MOTION
 BV1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1981+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1981
 BV1981  HISTORY     - Date     Condition        Report By
 BV1981  HISTORY     - 1989     MONUMENTED       MSHD
 BV1981
 BV1981                          STATION DESCRIPTION
 BV1981
 BV1981'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1981'MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTHWEST OF MOUNT OLIVE, IN A
 BV1981'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.6 MI (9.0
 BV1981'KM) SOUTHEAST OF MAGEE AND IS IN SECTION 34, T 10N, R 17W.  TO REACH
 BV1981'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE
 BV1981'WEST EDGE OF MOUNT OLIVE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 3.95
 BV1981'MI (6.36 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK
 BV1981'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV1981'HEADWALL OF A 20 X 10 FOOT CONCRETE BOX CULVERT, 30.5 FT (9.3 M)
 BV1981'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BV1981'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1982 ***********************************************************************
 BV1982  DESIGNATION -  49 V 273
 BV1982  PID         -  BV1982
 BV1982  STATE/COUNTY-  MS/SIMPSON
 BV1982  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1982
 BV1982                         *CURRENT SURVEY CONTROL
 BV1982  ___________________________________________________________________
 BV1982* NAD 83(1986)-  31 48 19.     (N)    089 41 37.     (W)     SCALED    
 BV1982* NAVD 88     -       131.417  (meters)     431.16   (feet)  ADJUSTED  
 BV1982  ___________________________________________________________________
 BV1982  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1982  DYNAMIC HT  -         131.261 (meters)     430.65  (feet)  COMP
 BV1982  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 BV1982
 BV1982  VERT ORDER  -  SECOND    CLASS II
 BV1982
 BV1982.The horizontal coordinates were scaled from a topographic map and have
 BV1982.an estimated accuracy of +/- 6 seconds.
 BV1982
 BV1982.The orthometric height was determined by differential leveling
 BV1982.and adjusted in May 1996.
 BV1982
 BV1982.The geoid height was determined by GEOID03.
 BV1982
 BV1982.The dynamic height is computed by dividing the NAVD 88
 BV1982.geopotential number by the normal gravity value computed on the
 BV1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1982.degrees latitude (g = 980.6199 gals.).
 BV1982
 BV1982.The modeled gravity was interpolated from observed gravity values.
 BV1982
 BV1982;                    North         East    Units  Estimated Accuracy
 BV1982;SPC MS W     -   255,740.      760,570.      MT  (+/- 180 meters Scaled)
 BV1982
 BV1982                          SUPERSEDED SURVEY CONTROL
 BV1982
 BV1982.No superseded survey control is available for this station.
 BV1982
 BV1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA449220(NAD 83)
 BV1982_MARKER: DD = SURVEY DISK
 BV1982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1982_SP_SET: PIPE CULVERT
 BV1982_STAMPING: BM 49 V 273 1989
 BV1982_MARK LOGO: MSHD  
 BV1982_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1982+STABILITY: SURFACE MOTION
 BV1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1982+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1982
 BV1982  HISTORY     - Date     Condition        Report By
 BV1982  HISTORY     - 1989     MONUMENTED       MSHD
 BV1982
 BV1982                          STATION DESCRIPTION
 BV1982
 BV1982'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1982'MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF MOUNT OLIVE, IN A
 BV1982'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 4.7 MI (7.6
 BV1982'KM) SOUTHEAST OF MAGEE AND IS IN SECTION 27, T 10N, R 17W.  TO REACH
 BV1982'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE
 BV1982'WEST EDGE OF MOUNT OLIVE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.8 MI
 BV1982'(7.7 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK
 BV1982'SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 BV1982'A 30 INCH CONCRETE PIPE CULVERT, 33.5 FT (10.2 M) NORTHEAST OF THE
 BV1982'CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0
 BV1982'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1983 ***********************************************************************
 BV1983  DESIGNATION -  49 V 274
 BV1983  PID         -  BV1983
 BV1983  STATE/COUNTY-  MS/SIMPSON
 BV1983  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1983
 BV1983                         *CURRENT SURVEY CONTROL
 BV1983  ___________________________________________________________________
 BV1983* NAD 83(1986)-  31 48 50.     (N)    089 41 47.     (W)     SCALED    
 BV1983* NAVD 88     -       128.558  (meters)     421.78   (feet)  ADJUSTED  
 BV1983  ___________________________________________________________________
 BV1983  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1983  DYNAMIC HT  -         128.405 (meters)     421.28  (feet)  COMP
 BV1983  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BV1983
 BV1983  VERT ORDER  -  SECOND    CLASS II
 BV1983
 BV1983.The horizontal coordinates were scaled from a topographic map and have
 BV1983.an estimated accuracy of +/- 6 seconds.
 BV1983
 BV1983.The orthometric height was determined by differential leveling
 BV1983.and adjusted in May 1996.
 BV1983
 BV1983.The geoid height was determined by GEOID03.
 BV1983
 BV1983.The dynamic height is computed by dividing the NAVD 88
 BV1983.geopotential number by the normal gravity value computed on the
 BV1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1983.degrees latitude (g = 980.6199 gals.).
 BV1983
 BV1983.The modeled gravity was interpolated from observed gravity values.
 BV1983
 BV1983;                    North         East    Units  Estimated Accuracy
 BV1983;SPC MS W     -   256,690.      760,310.      MT  (+/- 180 meters Scaled)
 BV1983
 BV1983                          SUPERSEDED SURVEY CONTROL
 BV1983
 BV1983.No superseded survey control is available for this station.
 BV1983
 BV1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA447229(NAD 83)
 BV1983_MARKER: DD = SURVEY DISK
 BV1983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1983_SP_SET: PIPE CULVERT
 BV1983_STAMPING: BM 49 V 274 1989
 BV1983_MARK LOGO: MSHD  
 BV1983_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1983+STABILITY: SURFACE MOTION
 BV1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1983+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1983
 BV1983  HISTORY     - Date     Condition        Report By
 BV1983  HISTORY     - 1989     MONUMENTED       MSHD
 BV1983
 BV1983                          STATION DESCRIPTION
 BV1983
 BV1983'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1983'MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF MAGEE, IN A CULVERT
 BV1983'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.7 MI (7.6 KM)
 BV1983'NORTHWEST OF MOUNT OLIVE AND IS IN SECTION 22, T 10N, R 17W.  TO
 BV1983'REACH FROM TH INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49
 BV1983'AT THE WEST EDGE OF MOUNT OLIVE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR
 BV1983'5.45 MI (8.77 KM) TO THE MARK ON THE RIGHT JUST BEYOND A CROSSOVER.
 BV1983'THE MARK ALSO CAN BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 28
 BV1983'AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MAGEE, BY GOING SOUTHEAST ON
 BV1983'U.S. HIGHWAY 49 FOR 4.4 MI (7.1 KM) TO A SIDE ROAD RIGHT, CONTINUE
 BV1983'SOUTHEAST ON HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE MARK ON THE LEFT
 BV1983'JUST BEFORE REACHING A CROSSOVER.  MARK IS A MSHD DISK SET IN A DRILL
 BV1983'HOLE ON THE TOP CENTER OF THE NORTHEAST HEADWALL OF A 24 INCH ROUND
 BV1983'CONCRETE PIPE CULVERT, 47 FT (14.3 M) NORTHEAST OF THE CENTER OF THE
 BV1983'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 16 FT (4.9 M) BELOW THE
 BV1983'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1986 ***********************************************************************
 BV1986  DESIGNATION -  49 V 275
 BV1986  PID         -  BV1986
 BV1986  STATE/COUNTY-  MS/SIMPSON
 BV1986  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1986
 BV1986                         *CURRENT SURVEY CONTROL
 BV1986  ___________________________________________________________________
 BV1986* NAD 83(1986)-  31 50 22.     (N)    089 42 42.     (W)     SCALED    
 BV1986* NAVD 88     -       120.957  (meters)     396.84   (feet)  ADJUSTED  
 BV1986  ___________________________________________________________________
 BV1986  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1986  DYNAMIC HT  -         120.814 (meters)     396.37  (feet)  COMP
 BV1986  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BV1986
 BV1986  VERT ORDER  -  SECOND    CLASS II
 BV1986
 BV1986.The horizontal coordinates were scaled from a topographic map and have
 BV1986.an estimated accuracy of +/- 6 seconds.
 BV1986
 BV1986.The orthometric height was determined by differential leveling
 BV1986.and adjusted in May 1996.
 BV1986
 BV1986.The geoid height was determined by GEOID03.
 BV1986
 BV1986.The dynamic height is computed by dividing the NAVD 88
 BV1986.geopotential number by the normal gravity value computed on the
 BV1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1986.degrees latitude (g = 980.6199 gals.).
 BV1986
 BV1986.The modeled gravity was interpolated from observed gravity values.
 BV1986
 BV1986;                    North         East    Units  Estimated Accuracy
 BV1986;SPC MS W     -   259,520.      758,840.      MT  (+/- 180 meters Scaled)
 BV1986
 BV1986                          SUPERSEDED SURVEY CONTROL
 BV1986
 BV1986.No superseded survey control is available for this station.
 BV1986
 BV1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA433258(NAD 83)
 BV1986_MARKER: DD = SURVEY DISK
 BV1986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1986_SP_SET: PIPE CULVERT
 BV1986_STAMPING: BM 49 V 275 1989
 BV1986_MARK LOGO: MSHD  
 BV1986_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1986+STABILITY: SURFACE MOTION
 BV1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1986+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1986
 BV1986  HISTORY     - Date     Condition        Report By
 BV1986  HISTORY     - 1989     MONUMENTED       MSHD
 BV1986
 BV1986                          STATION DESCRIPTION
 BV1986
 BV1986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1986'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF MAGEE, IN A CULVERT
 BV1986'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.15 MI (0.24 KM)
 BV1986'NORTHWEST OF A CROSSOVER, JUST NORTH OF A GRAVEL PIT AND IS IN
 BV1986'SECTION 16, T 10N, R 17W.  TO REACH FROM THE JUNCTION OF STATE
 BV1986'HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MAGEE, GO
 BV1986'SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.65 MI (4.26 KM) TO THE MARK ON
 BV1986'THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BV1986'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 24 INCH CONCRETE
 BV1986'PIPE CULVERT, AT THE JUNCTION OF A RETAINING WALL, 29.5 FT (9.0 M)
 BV1986'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BV1986'ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1987 ***********************************************************************
 BV1987  DESIGNATION -  49 V 276
 BV1987  PID         -  BV1987
 BV1987  STATE/COUNTY-  MS/SIMPSON
 BV1987  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1987
 BV1987                         *CURRENT SURVEY CONTROL
 BV1987  ___________________________________________________________________
 BV1987* NAD 83(1986)-  31 51 12.     (N)    089 43 09.     (W)     SCALED    
 BV1987* NAVD 88     -       116.849  (meters)     383.36   (feet)  ADJUSTED  
 BV1987  ___________________________________________________________________
 BV1987  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1987  DYNAMIC HT  -         116.711 (meters)     382.91  (feet)  COMP
 BV1987  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 BV1987
 BV1987  VERT ORDER  -  SECOND    CLASS II
 BV1987
 BV1987.The horizontal coordinates were scaled from a topographic map and have
 BV1987.an estimated accuracy of +/- 6 seconds.
 BV1987
 BV1987.The orthometric height was determined by differential leveling
 BV1987.and adjusted in May 1996.
 BV1987
 BV1987.The geoid height was determined by GEOID03.
 BV1987
 BV1987.The dynamic height is computed by dividing the NAVD 88
 BV1987.geopotential number by the normal gravity value computed on the
 BV1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1987.degrees latitude (g = 980.6199 gals.).
 BV1987
 BV1987.The modeled gravity was interpolated from observed gravity values.
 BV1987
 BV1987;                    North         East    Units  Estimated Accuracy
 BV1987;SPC MS W     -   261,050.      758,120.      MT  (+/- 180 meters Scaled)
 BV1987
 BV1987                          SUPERSEDED SURVEY CONTROL
 BV1987
 BV1987.No superseded survey control is available for this station.
 BV1987
 BV1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA427274(NAD 83)
 BV1987_MARKER: DD = SURVEY DISK
 BV1987_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1987_SP_SET: BRIDGE ABUTMENT
 BV1987_STAMPING: BM 49 V 276 1989
 BV1987_MARK LOGO: MSHD  
 BV1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1987+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1987
 BV1987  HISTORY     - Date     Condition        Report By
 BV1987  HISTORY     - 1989     MONUMENTED       MSHD
 BV1987
 BV1987                          STATION DESCRIPTION
 BV1987
 BV1987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1987'MARK IS LOCATED ABOUT 0.85 MI (1.37 KM) SOUTHEAST OF MAGEE IN A
 BV1987'CONCRETE BRIDGE FOR TH NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN
 BV1987'SECTION 9, T 10N, R 17W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 BV1987'28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MAGEE, GO SOUTHEAST ON
 BV1987'U.S. HIGHWAY 49 FOR 1.55 MI (2.49 KM) TO THE MARK ON THE LEFT.  MARK
 BV1987'IS A MSHD DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 BV1987'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 17.5 FT (5.3 M) NORTHEAST OF
 BV1987'THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL
 BV1987'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1988 ***********************************************************************
 BV1988  DESIGNATION -  49 V 277
 BV1988  PID         -  BV1988
 BV1988  STATE/COUNTY-  MS/SIMPSON
 BV1988  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1988
 BV1988                         *CURRENT SURVEY CONTROL
 BV1988  ___________________________________________________________________
 BV1988* NAD 83(1986)-  31 51 47.     (N)    089 43 41.     (W)     SCALED    
 BV1988* NAVD 88     -       120.785  (meters)     396.28   (feet)  ADJUSTED  
 BV1988  ___________________________________________________________________
 BV1988  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1988  DYNAMIC HT  -         120.642 (meters)     395.81  (feet)  COMP
 BV1988  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 BV1988
 BV1988  VERT ORDER  -  SECOND    CLASS II
 BV1988
 BV1988.The horizontal coordinates were scaled from a topographic map and have
 BV1988.an estimated accuracy of +/- 6 seconds.
 BV1988
 BV1988.The orthometric height was determined by differential leveling
 BV1988.and adjusted in May 1996.
 BV1988
 BV1988.The geoid height was determined by GEOID03.
 BV1988
 BV1988.The dynamic height is computed by dividing the NAVD 88
 BV1988.geopotential number by the normal gravity value computed on the
 BV1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1988.degrees latitude (g = 980.6199 gals.).
 BV1988
 BV1988.The modeled gravity was interpolated from observed gravity values.
 BV1988
 BV1988;                    North         East    Units  Estimated Accuracy
 BV1988;SPC MS W     -   262,130.      757,280.      MT  (+/- 180 meters Scaled)
 BV1988
 BV1988                          SUPERSEDED SURVEY CONTROL
 BV1988
 BV1988.No superseded survey control is available for this station.
 BV1988
 BV1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA418285(NAD 83)
 BV1988_MARKER: DD = SURVEY DISK
 BV1988_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1988_SP_SET: BOX CULVERT
 BV1988_STAMPING: BM 49 V 277 1989
 BV1988_MARK LOGO: MSHD  
 BV1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1988+STABILITY: SURFACE MOTION
 BV1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1988+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1988
 BV1988  HISTORY     - Date     Condition        Report By
 BV1988  HISTORY     - 1989     MONUMENTED       MSHD
 BV1988
 BV1988                          STATION DESCRIPTION
 BV1988
 BV1988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1988'MARK IS LOCATED ABOUT 0.3 MI (0.5 KM) SOUTH OF MAGEE, IN A CULVERT
 BV1988'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, ABOUT 0.1 MI (0.2 KM)
 BV1988'SOUTHEAST ALONG U.S. HIGHWAY 49 FROM THE JUNCTION OF STATE HIGHWAY
 BV1988'28 LEADING EAST AND IS IN SECTION 5, T 10N, R 17W.  TO REACH FROM THE
 BV1988'JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF
 BV1988'MAGEE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.65 MI (1.05 KM) TO THE
 BV1988'MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL
 BV1988'HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 6 X 6 FOOT
 BV1988'CONCRETE BOX CULVERT, 38 FT (11.6 M) NORTHEAST OF THE CENTER OF THE
 BV1988'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE
 BV1988'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1992 ***********************************************************************
 BV1992  DESIGNATION -  49 V 278
 BV1992  PID         -  BV1992
 BV1992  STATE/COUNTY-  MS/SIMPSON
 BV1992  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1992
 BV1992                         *CURRENT SURVEY CONTROL
 BV1992  ___________________________________________________________________
 BV1992* NAD 83(1986)-  31 52 08.     (N)    089 44 28.     (W)     SCALED    
 BV1992* NAVD 88     -       123.857  (meters)     406.35   (feet)  ADJUSTED  
 BV1992  ___________________________________________________________________
 BV1992  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1992  DYNAMIC HT  -         123.710 (meters)     405.87  (feet)  COMP
 BV1992  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BV1992
 BV1992  VERT ORDER  -  SECOND    CLASS II
 BV1992
 BV1992.The horizontal coordinates were scaled from a topographic map and have
 BV1992.an estimated accuracy of +/- 6 seconds.
 BV1992
 BV1992.The orthometric height was determined by differential leveling
 BV1992.and adjusted in May 1996.
 BV1992
 BV1992.The geoid height was determined by GEOID03.
 BV1992
 BV1992.The dynamic height is computed by dividing the NAVD 88
 BV1992.geopotential number by the normal gravity value computed on the
 BV1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1992.degrees latitude (g = 980.6199 gals.).
 BV1992
 BV1992.The modeled gravity was interpolated from observed gravity values.
 BV1992
 BV1992;                    North         East    Units  Estimated Accuracy
 BV1992;SPC MS W     -   262,770.      756,040.      MT  (+/- 180 meters Scaled)
 BV1992
 BV1992                          SUPERSEDED SURVEY CONTROL
 BV1992
 BV1992.No superseded survey control is available for this station.
 BV1992
 BV1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA406291(NAD 83)
 BV1992_MARKER: DD = SURVEY DISK
 BV1992_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1992_SP_SET: BOX CULVERT
 BV1992_STAMPING: BM 49 V 278 1989
 BV1992_MARK LOGO: MSHD  
 BV1992_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1992+STABILITY: SURFACE MOTION
 BV1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1992+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1992
 BV1992  HISTORY     - Date     Condition        Report By
 BV1992  HISTORY     - 1989     MONUMENTED       MSHD
 BV1992
 BV1992                          STATION DESCRIPTION
 BV1992
 BV1992'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1992'MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTHWEST OF THE CENTER OF
 BV1992'MAGEE , IN A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49
 BV1992'AND IS IN SECTION 6, T 10N, R 17W.  TO REACH FROM THE JUNCTION OF
 BV1992'STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MAGEE, GO
 BV1992'NORTHWEST ON U.S. HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 BV1992'RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON THE
 BV1992'TOP CENTER OF THE NORTHEAST HEADWALL OF A 4 X 6 FOOT CONCRETE BOX
 BV1992'CULVERT, 44 FT (13.4 M) SOUTHWEST OF THE CENTER OF A FRONTAGE ROAD,
 BV1992'26 FT (7.9 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 BV1992'HIGHWAY 49 AND IS ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE
 BV1992'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1993 ***********************************************************************
 BV1993  DESIGNATION -  49 V 279
 BV1993  PID         -  BV1993
 BV1993  STATE/COUNTY-  MS/SIMPSON
 BV1993  USGS QUAD   -  MENDENHALL SE (1971)
 BV1993
 BV1993                         *CURRENT SURVEY CONTROL
 BV1993  ___________________________________________________________________
 BV1993* NAD 83(1986)-  31 52 27.     (N)    089 45 13.     (W)     SCALED    
 BV1993* NAVD 88     -       128.893  (meters)     422.88   (feet)  ADJUSTED  
 BV1993  ___________________________________________________________________
 BV1993  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1993  DYNAMIC HT  -         128.740 (meters)     422.37  (feet)  COMP
 BV1993  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 BV1993
 BV1993  VERT ORDER  -  SECOND    CLASS II
 BV1993
 BV1993.The horizontal coordinates were scaled from a topographic map and have
 BV1993.an estimated accuracy of +/- 6 seconds.
 BV1993
 BV1993.The orthometric height was determined by differential leveling
 BV1993.and adjusted in May 1996.
 BV1993
 BV1993.The geoid height was determined by GEOID03.
 BV1993
 BV1993.The dynamic height is computed by dividing the NAVD 88
 BV1993.geopotential number by the normal gravity value computed on the
 BV1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1993.degrees latitude (g = 980.6199 gals.).
 BV1993
 BV1993.The modeled gravity was interpolated from observed gravity values.
 BV1993
 BV1993;                    North         East    Units  Estimated Accuracy
 BV1993;SPC MS W     -   263,340.      754,850.      MT  (+/- 180 meters Scaled)
 BV1993
 BV1993                          SUPERSEDED SURVEY CONTROL
 BV1993
 BV1993.No superseded survey control is available for this station.
 BV1993
 BV1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA395297(NAD 83)
 BV1993_MARKER: DD = SURVEY DISK
 BV1993_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1993_SP_SET: BOX CULVERT
 BV1993_STAMPING: BM 49 V 279 1989
 BV1993_MARK LOGO: MSHD  
 BV1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1993+STABILITY: SURFACE MOTION
 BV1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1993+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1993
 BV1993  HISTORY     - Date     Condition        Report By
 BV1993  HISTORY     - 1989     MONUMENTED       MSHD
 BV1993
 BV1993                          STATION DESCRIPTION
 BV1993
 BV1993'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1993'MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) WEST OF MAGEE, IN A CULVERT
 BV1993'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, AT THE JUNCTION OF A
 BV1993'PAVED ROAD LEADING EAST AND IS IN SECTION 35, T 1N, R 5E.  TO REACH
 BV1993'FROM THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE
 BV1993'WEST EDGE OF MAGEE, GO NOFTHWEST ON U.S. HIGHWAY 49 FOR 1 MI (1.6
 BV1993'KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET
 BV1993'IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN
 BV1993'8 X 6 FOOT CONCRETE BOX CULVERT, 57 FT (17.4 M) NORTHWEST OF THE
 BV1993'CENTER OF A PAVED ROAD, 30.5 FT (9.3 M) NORTHEAST OF THE CENTER OF
 BV1993'THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW
 BV1993'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0114 ***********************************************************************
 CP0114  DESIGNATION -  49 V 28 RESET
 CP0114  PID         -  CP0114
 CP0114  STATE/COUNTY-  MS/YAZOO
 CP0114  USGS QUAD   -  BENTONIA (1988)
 CP0114
 CP0114                         *CURRENT SURVEY CONTROL
 CP0114  ___________________________________________________________________
 CP0114* NAD 83(1993)-  32 43 00.96314(N)    090 22 25.87174(W)     ADJUSTED  
 CP0114* NAVD 88     -       107.10   (+/-2cm)     351.4    (feet)  VERTCON   
 CP0114  ___________________________________________________________________
 CP0114  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CP0114  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP0114  HORZ ORDER  -  SECOND
 CP0114  VERT ORDER  -  THIRD ? (See Below)
 CP0114
 CP0114.The horizontal coordinates were established by classical geodetic methods
 CP0114.and adjusted by the National Geodetic Survey in May 1994.
 CP0114
 CP0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0114.The vertical order pertains to the NGVD 29 superseded value.
 CP0114
 CP0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0114
 CP0114.The geoid height was determined by GEOID03.
 CP0114
 CP0114;                    North         East     Units Scale Factor Converg.
 CP0114;SPC MS W     -   356,649.113   696,201.427   MT  0.99995018   -0 01 18.8
 CP0114;SPC MS W     - 1,170,106.30  2,284,120.85   sFT  0.99995018   -0 01 18.8
 CP0114;UTM  15      - 3,622,957.105   746,140.163   MT  1.00034712   +1 25 12.4
 CP0114
 CP0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0114!SPC MS W     -   0.99998740  x   0.99995018  =   0.99993758
 CP0114!UTM  15      -   0.99998740  x   1.00034712  =   1.00033451
 CP0114
 CP0114:                Primary Azimuth Mark                     Grid Az
 CP0114:SPC MS W     -  49 V 28 RESET                            000 01 18.8
 CP0114:UTM  15      -  49 V 28 RESET                            358 34 47.6
 CP0114
 CP0114|---------------------------------------------------------------------|
 CP0114| PID    Reference Object                     Distance      Geod. Az  |
 CP0114|                                                           dddmmss.s |
 CP0114| CP0114 49 V 28 RESET                         0.000 METERS 0000000.0 |
 CP0114| CP0115 49 V 28 RM 1                          8.827 METERS 03737     |
 CP0114| CP0116 49 V 28 RM 2                          8.705 METERS 14404     |
 CP0114| AI4282 49 V 28 RM 5                                       1843324.5 |
 CP0114| CP0117 49 V 28 RM 3                         31.577 METERS 22742     |
 CP0114| CP0118 49 V 28 RM 4                         28.160 METERS 31105     |
 CP0114| AI4283 49 V 29 RESET                                      3582107.5 |
 CP0114|---------------------------------------------------------------------|
 CP0114
 CP0114                          SUPERSEDED SURVEY CONTROL
 CP0114
 CP0114  NAD 83(1986)-  32 43 00.97732(N)    090 22 25.86746(W) AD(       ) 2
 CP0114  NAD 27      -  32 43 00.48800(N)    090 22 25.53560(W) AD(       ) 2
 CP0114  NGVD 29 (07/19/86)  107.18   (m)          351.6    (f) LEVELING    3  
 CP0114
 CP0114.Superseded values are not recommended for survey control.
 CP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0114.See file dsdata.txt to determine how the superseded data were derived.
 CP0114
 CP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4614022957(NAD 83)
 CP0114_MARKER: DS = TRIANGULATION STATION DISK
 CP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0114_STAMPING: 49V 28 1960 RESET 1974
 CP0114_MARK LOGO: NGS   
 CP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0114+STABILITY: SURFACE MOTION
 CP0114
 CP0114  HISTORY     - Date     Condition        Report By
 CP0114  HISTORY     - 1974     MONUMENTED       NGS
 CP0114  HISTORY     - 1974     GOOD             MSHD
 CP0114  HISTORY     - 1983     GOOD             MSSU
 CP0114
 CP0114                          STATION DESCRIPTION
 CP0114
 CP0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 CP0114'THE STATION WAS VISITED 7-16-74 AND THE STATION SUB-SURFACE AND
 CP0114'SURFACE MARK WERE DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARKS
 CP0114'1 AND 2 WERE ALSO DESTROYED.  THE STATION WAS RE-ESTABLISHED
 CP0114'AT THIS DATE IN THE ORIGINAL POSITION.  STATION 49V 29 MSHD
 CP0114'USED AS THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 CP0114'AT THIS TIME.
 CP0114'
 CP0114'THE STATION IS LOCATED 5.2 MILES NORTH OF BENTONIA, 9.1
 CP0114'MILES SSE OF YAZOO CITY, 0.65 MILE NORTH OF LITTLE YAZOO
 CP0114'IN THE NE 1/4 OF THE NW 1/2 OF SECTION 14, T 10, R 2 W, 117.5 FEET
 CP0114'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF NEW HIGHWAY
 CP0114'49 (UNDER CONSTRUCTION), 27.5 FEET EAST OF THE CENTERLINE
 CP0114'OF U.S. HIGHWAY 49, 1.3 FEET NORTH OF A METAL WITNESS POST
 CP0114'AND SIGN AND 1.0 FEET SOUTH OF A METAL WITNESS POST AND
 CP0114'SIGN.  IT IS A TRIANGULATION DISK, STAMPED 49V 28 1960 RESET
 CP0114'1974 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CP0114'
 CP0114'REFERENCE MARK NO 3 IS 103.6 FEET SSW OF THE STATION.  IT
 CP0114'IS 46 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 49, 2
 CP0114'FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A FENCELINE
 CP0114'AND 1.0 FEET SW OF A METAL WITNESS POST AND SIGN.  IT IS
 CP0114'A REFERENCE MARK DISK, STAMPED 49V 28 1960 NO 3 1973 AND
 CP0114'PROJECTS 3 INCHES.
 CP0114'
 CP0114'REFERENCE MARK NO 4 IS 92.4 FEET WNW OF THE STATION.  IT
 CP0114'IS 45.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 49,
 CP0114'2.5 FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A FENCELINE
 CP0114'AND 1.5 FEET NW OF A METAL WITNESS POST AND SIGN.  IT IS
 CP0114'A REFERENCE MARK DISK, STAMPED 49V 28 1960 NO 4 1973 AND
 CP0114'PROJECTS 3 INCHES.
 CP0114'
 CP0114'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 130.63 FEET.
 CP0114'
 CP0114'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS
 CP0114'36.5 FEET WEST OF THE CENTERLINE OF HIGHWAY 49, 99 FEET
 CP0114'NNE OF A POWER POLE, 83 FEET NORTH OF THE CENTERLINE OF
 CP0114'A DRIVEWAY LEADING WEST, 6.5 FEET EAST OF A POWER LINE, 5.5
 CP0114'FEET NORTH OF A 2 FOOT PECAN TREE AND 1.0 FEET WEST OF A
 CP0114'METAL WITNESS POST AND SIGN.  IT IS A REFERENCE MARK DISK,
 CP0114'STAMPED 49V 28 1960 NO 5 1973 PROJECTING 3 INCHES.
 CP0114'
 CP0114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CP0114'49W, 49E, AND STATE HIGHWAY 16 ON THE SE EDGE OF YAZOO CITY,
 CP0114'GO SOUTH ON U.S. HIGHWAY 49 FOR 8.6 MILES TO THE STATION
 CP0114'ON THE LEFT JUST AFTER PASSING A PAVED SIDE ROAD ON THE LEFT.
 CP0114'
 CP0114'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 CP0114'HIGHWAY 49 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 CP0114'
 CP0114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES
 CP0114'NORTH OF BENTONIA
 CP0114
 CP0114                          STATION RECOVERY (1974)
 CP0114
 CP0114'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CP0114'5.2 MI N FROM BENTONIA.
 CP0114'ABOUT 5.2 MILES NORTH OF BENTONIA, 9.1 MILES SSE OF YAZOO CITY, 0.65
 CP0114'MILE NORTH OF LITTLE YAZOO IN THE NE 1/4 OF THE NW 1/2 OF SECTION 14,
 CP0114'T 10, R 2W, 117.5 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 CP0114'OF NEW HIGHWAY 49 (UNDER CONSTRUCTION), 27.5 FEET EAST OF THE
 CP0114'CENTERLINE OF U.S. HIGHWAY 49, 1.3 FEET NORTH OF A METAL WITNESS POST
 CP0114'AND SIGN AND 1.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 CP0114'TRIANGULATION DISK, STAMPED 49V 28 1960 RESET 1974 AND IS FLUSH WITH
 CP0114'THE SURFACE OF THE GROUND.  SECTION 14, T 10, R 2W.
 CP0114
 CP0114                          STATION RECOVERY (1983)
 CP0114
 CP0114'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (MS)
 CP0114'ALL MARKS DESCRIBED IN 1974 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0115 ***********************************************************************
 CP0115  DESIGNATION -  49 V 28 RM 1
 CP0115  PID         -  CP0115
 CP0115  STATE/COUNTY-  MS/YAZOO
 CP0115  USGS QUAD   -  BENTONIA (1988)
 CP0115
 CP0115                         *CURRENT SURVEY CONTROL
 CP0115  ___________________________________________________________________
 CP0115* NAD 83(1986)-  32 43 00.     (N)    090 22 25.     (W)     SCALED    
 CP0115* NAVD 88     -       108.35   (+/-2cm)     355.5    (feet)  VERTCON   
 CP0115  ___________________________________________________________________
 CP0115  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP0115  VERT ORDER  -  THIRD (See Below)
 CP0115
 CP0115.The horizontal coordinates were scaled from a topographic map and have
 CP0115.an estimated accuracy of +/- 6 seconds.
 CP0115
 CP0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0115.The vertical order pertains to the NGVD 29 superseded value.
 CP0115
 CP0115.The geoid height was determined by GEOID03.
 CP0115
 CP0115;                    North         East    Units  Estimated Accuracy
 CP0115;SPC MS W     -   356,620.      696,220.      MT  (+/- 180 meters Scaled)
 CP0115
 CP0115                          SUPERSEDED SURVEY CONTROL
 CP0115
 CP0115  NGVD 29 (??/??/??)  108.43   (m)          355.7    (f) RESET       3  
 CP0115
 CP0115.Superseded values are not recommended for survey control.
 CP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0115.See file dsdata.txt to determine how the superseded data were derived.
 CP0115
 CP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461229(NAD 83)
 CP0115_MARKER: DD = SURVEY DISK
 CP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0115_STAMPING: BM 49V-28 RM-1(1960)
 CP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0115+STABILITY: SURFACE MOTION
 CP0115
 CP0115  HISTORY     - Date     Condition        Report By
 CP0115  HISTORY     - 1960     MONUMENTED       MSHD
 CP0115  HISTORY     - 1966     GOOD             MSHD
 CP0115
 CP0115                          STATION DESCRIPTION
 CP0115
 CP0115'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0115'5.35 MI NW FROM BENTONIA.
 CP0115'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0115'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0115'GO 5.35 MILES TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 CP0115'CROSSROADS.  IT IS 46.1 FEET NORTH OF RM-2, 44 FEET EAST OF THE CENTER
 CP0115'OF HIGHWAY 49, 24.4 FEET NORTH OF A METAL WITNESS POST, AND 5.3 FEET
 CP0115'NORTHWEST OF A 4 INCH CEDAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0116 ***********************************************************************
 CP0116  DESIGNATION -  49 V 28 RM 2
 CP0116  PID         -  CP0116
 CP0116  STATE/COUNTY-  MS/YAZOO
 CP0116  USGS QUAD   -  BENTONIA (1988)
 CP0116
 CP0116                         *CURRENT SURVEY CONTROL
 CP0116  ___________________________________________________________________
 CP0116* NAD 83(1986)-  32 43 00.     (N)    090 22 25.     (W)     SCALED    
 CP0116* NAVD 88     -       107.65   (+/-2cm)     353.2    (feet)  VERTCON   
 CP0116  ___________________________________________________________________
 CP0116  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP0116  VERT ORDER  -  THIRD (See Below)
 CP0116
 CP0116.The horizontal coordinates were scaled from a topographic map and have
 CP0116.an estimated accuracy of +/- 6 seconds.
 CP0116
 CP0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0116.The vertical order pertains to the NGVD 29 superseded value.
 CP0116
 CP0116.The geoid height was determined by GEOID03.
 CP0116
 CP0116;                    North         East    Units  Estimated Accuracy
 CP0116;SPC MS W     -   356,620.      696,220.      MT  (+/- 180 meters Scaled)
 CP0116
 CP0116                          SUPERSEDED SURVEY CONTROL
 CP0116
 CP0116  NGVD 29 (??/??/??)  107.73   (m)          353.4    (f) RESET       3  
 CP0116
 CP0116.Superseded values are not recommended for survey control.
 CP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0116.See file dsdata.txt to determine how the superseded data were derived.
 CP0116
 CP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461229(NAD 83)
 CP0116_MARKER: DD = SURVEY DISK
 CP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0116_STAMPING: BM 49V-28 RM-2(1960)
 CP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0116+STABILITY: SURFACE MOTION
 CP0116
 CP0116  HISTORY     - Date     Condition        Report By
 CP0116  HISTORY     - 1960     MONUMENTED       MSHD
 CP0116  HISTORY     - 1966     GOOD             MSHD
 CP0116
 CP0116                          STATION DESCRIPTION
 CP0116
 CP0116'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0116'5.35 MI NW FROM BENTONIA.
 CP0116'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0116'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0116'GO 5.35 MILES TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 CP0116'CROSSROADS.  IT IS 46.1 FEET SOUTH OF RM-1, 45.1 FEET EAST OF THE
 CP0116'CENTER OF HIGHWAY 49, 28.56 FEET SOUTHEAST OF THE STATION, 42 FEET
 CP0116'SOUTH OF A 4 INCH CEDAR, AND 24 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0118 ***********************************************************************
 CP0118  DESIGNATION -  49 V 28 RM 4
 CP0118  PID         -  CP0118
 CP0118  STATE/COUNTY-  MS/YAZOO
 CP0118  USGS QUAD   -  BENTONIA (1988)
 CP0118
 CP0118                         *CURRENT SURVEY CONTROL
 CP0118  ___________________________________________________________________
 CP0118* NAD 83(1986)-  32 43 00.     (N)    090 22 25.     (W)     SCALED    
 CP0118* NAVD 88     -       107.95   (meters)     354.2    (feet)  RESET     
 CP0118  ___________________________________________________________________
 CP0118  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP0118  VERT ORDER  -  THIRD
 CP0118
 CP0118.The horizontal coordinates were scaled from a topographic map and have
 CP0118.an estimated accuracy of +/- 6 seconds.
 CP0118
 CP0118.The orthometric height was computed from unverified reset data.
 CP0118.No vertical observational check was made to the station.
 CP0118
 CP0118.The geoid height was determined by GEOID03.
 CP0118
 CP0118;                    North         East    Units  Estimated Accuracy
 CP0118;SPC MS W     -   356,620.      696,220.      MT  (+/- 180 meters Scaled)
 CP0118
 CP0118                          SUPERSEDED SURVEY CONTROL
 CP0118
 CP0118  NGVD 29 (08/12/04)  108.02   (m)          354.4    (f) RESET       3  
 CP0118
 CP0118.Superseded values are not recommended for survey control.
 CP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0118.See file dsdata.txt to determine how the superseded data were derived.
 CP0118
 CP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461229(NAD 83)
 CP0118_MARKER: DD = SURVEY DISK
 CP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0118_STAMPING: 49V 28 1960 NO. 4 1973
 CP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0118+STABILITY: SURFACE MOTION
 CP0118
 CP0118  HISTORY     - Date     Condition        Report By
 CP0118  HISTORY     - 1973     MONUMENTED       MSHD
 CP0118  HISTORY     - 1974     GOOD             MSHD
 CP0118
 CP0118                          STATION DESCRIPTION
 CP0118
 CP0118'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CP0118'5.2 MI N FROM BENTONIA.
 CP0118'ABOUT 92.388 FEET WEST-NORTHWEST OF THE STATION, 45.5 FEET WEST OF THE
 CP0118'CENTERLINE OF STATE HIGHWAY 49, 2.5 FEET SOUTH OF A POWER LINE POLE, 2
 CP0118'FEET EAST OF A FENCE LINE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 CP0118'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SECTION 14, T
 CP0118'10, R 2W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1994 ***********************************************************************
 BV1994  DESIGNATION -  49 V 280
 BV1994  PID         -  BV1994
 BV1994  STATE/COUNTY-  MS/SIMPSON
 BV1994  USGS QUAD   -  MENDENHALL EAST (1970)
 BV1994
 BV1994                         *CURRENT SURVEY CONTROL
 BV1994  ___________________________________________________________________
 BV1994* NAD 83(1986)-  31 52 54.     (N)    089 45 48.     (W)     SCALED    
 BV1994* NAVD 88     -       154.649  (meters)     507.38   (feet)  ADJUSTED  
 BV1994  ___________________________________________________________________
 BV1994  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV1994  DYNAMIC HT  -         154.466 (meters)     506.78  (feet)  COMP
 BV1994  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 BV1994
 BV1994  VERT ORDER  -  SECOND    CLASS II
 BV1994
 BV1994.The horizontal coordinates were scaled from a topographic map and have
 BV1994.an estimated accuracy of +/- 6 seconds.
 BV1994
 BV1994.The orthometric height was determined by differential leveling
 BV1994.and adjusted in May 1996.
 BV1994
 BV1994.The geoid height was determined by GEOID03.
 BV1994
 BV1994.The dynamic height is computed by dividing the NAVD 88
 BV1994.geopotential number by the normal gravity value computed on the
 BV1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1994.degrees latitude (g = 980.6199 gals.).
 BV1994
 BV1994.The modeled gravity was interpolated from observed gravity values.
 BV1994
 BV1994;                    North         East    Units  Estimated Accuracy
 BV1994;SPC MS W     -   264,170.      753,930.      MT  (+/- 180 meters Scaled)
 BV1994
 BV1994                          SUPERSEDED SURVEY CONTROL
 BV1994
 BV1994.No superseded survey control is available for this station.
 BV1994
 BV1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA386306(NAD 83)
 BV1994_MARKER: DD = SURVEY DISK
 BV1994_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1994_SP_SET: BRIDGE ABUTMENT
 BV1994_STAMPING: BM 49 V 280 1989
 BV1994_MARK LOGO: MSHD  
 BV1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1994+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1994
 BV1994  HISTORY     - Date     Condition        Report By
 BV1994  HISTORY     - 1989     MONUMENTED       MSHD
 BV1994
 BV1994                          STATION DESCRIPTION
 BV1994
 BV1994'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1994'MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTHWEST OF MAGEE, IN THE U.S.
 BV1994'HIGHWAY 49 NORTH BOUND BRIDGE OVER OLD HIGHWAY 49 AND THE RAILROAD
 BV1994'TRACK AND IS IN SECTION 35, T 1N, R 5E.  TO REACH FRON THE JUNCTION
 BV1994'OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MAGEE,
 BV1994'GO NORTHWEST ON U.S.HIGHWAY 49 FOR 2 MI (3.2 KM) TO THE MARK ON THE
 BV1994'RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BV1994'EAST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE, 17 FT (5.2 M)
 BV1994'EAST THE CENTER OF THE NORTH BOUND LANE AND IS ABOUT LEVEL WITH THE
 BV1994'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1995 ***********************************************************************
 BV1995  DESIGNATION -  49 V 281
 BV1995  PID         -  BV1995
 BV1995  STATE/COUNTY-  MS/SIMPSON
 BV1995  USGS QUAD   -  MENDENHALL EAST (1970)
 BV1995
 BV1995                         *CURRENT SURVEY CONTROL
 BV1995  ___________________________________________________________________
 BV1995* NAD 83(1986)-  31 53 46.     (N)    089 46 00.     (W)     SCALED    
 BV1995* NAVD 88     -       158.125  (meters)     518.78   (feet)  ADJUSTED  
 BV1995  ___________________________________________________________________
 BV1995  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV1995  DYNAMIC HT  -         157.938 (meters)     518.17  (feet)  COMP
 BV1995  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 BV1995
 BV1995  VERT ORDER  -  SECOND    CLASS II
 BV1995
 BV1995.The horizontal coordinates were scaled from a topographic map and have
 BV1995.an estimated accuracy of +/- 6 seconds.
 BV1995
 BV1995.The orthometric height was determined by differential leveling
 BV1995.and adjusted in May 1996.
 BV1995
 BV1995.The geoid height was determined by GEOID03.
 BV1995
 BV1995.The dynamic height is computed by dividing the NAVD 88
 BV1995.geopotential number by the normal gravity value computed on the
 BV1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1995.degrees latitude (g = 980.6199 gals.).
 BV1995
 BV1995.The modeled gravity was interpolated from observed gravity values.
 BV1995
 BV1995;                    North         East    Units  Estimated Accuracy
 BV1995;SPC MS W     -   265,770.      753,600.      MT  (+/- 180 meters Scaled)
 BV1995
 BV1995                          SUPERSEDED SURVEY CONTROL
 BV1995
 BV1995.No superseded survey control is available for this station.
 BV1995
 BV1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA383322(NAD 83)
 BV1995_MARKER: DD = SURVEY DISK
 BV1995_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1995_SP_SET: LARGE SIGN BASE
 BV1995_STAMPING: BM 49 V 281 1989
 BV1995_MARK LOGO: MSHD  
 BV1995_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1995+STABILITY: SURFACE MOTION
 BV1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1995+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1995
 BV1995  HISTORY     - Date     Condition        Report By
 BV1995  HISTORY     - 1989     MONUMENTED       MSHD
 BV1995
 BV1995                          STATION DESCRIPTION
 BV1995
 BV1995'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1995'MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF MAGEE, IN THE BASE
 BV1995'OF THE SOUTHFORK FISH HOUSE SIGN, 0.1 MI (0.2 KM) NORTHEAST OF A
 BV1995'CROSSEOAD AND IS IN SECTION 27, T 1N, R 5E.  TO REACH FROM THE
 BV1995'JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE
 BV1995'MAGEE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2 MI (3.2 KM) TO THE
 BV1995'CONCRETE BRIDGE OVER THE OLD HIGHWAY AND THE RAILROAD TRACK, CONTINUE
 BV1995'NORTH ON HIGHWAY 49 FOR 0.9 MI (1.4 KM) TO TH MARK ON THE RIGHT.
 BV1995'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE WEST
 BV1995'CORNER OF THE CONCRETE BASE OF THE SOUTHWEST ONE OF THREE FOOTINGS
 BV1995'FOR THE FISH HOUSE SIGN, 142 FT (43.3 M) NORTHEAST OF THE CENTER OF
 BV1995'THE NORTH BOUND LANE OF HIGHWAY 49, 80.4 FT (24.5 M) WEST OF THE WEST
 BV1995'CORNER OF THE FISH HOUSE, 75 FT (22.9 M) SOUTHEAST OF THE CENTER OF A
 BV1995'GRAVEL DRIVEWAY AND IS ABOUT 6.5 FT (2.0 M) ABOVE THE LEVEL OF THE
 BV1995'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1999 ***********************************************************************
 BV1999  DESIGNATION -  49 V 282
 BV1999  PID         -  BV1999
 BV1999  STATE/COUNTY-  MS/SIMPSON
 BV1999  USGS QUAD   -  MENDENHALL EAST (1970)
 BV1999
 BV1999                         *CURRENT SURVEY CONTROL
 BV1999  ___________________________________________________________________
 BV1999* NAD 83(1986)-  31 54 01.     (N)    089 46 40.     (W)     SCALED    
 BV1999* NAVD 88     -       150.297  (meters)     493.10   (feet)  ADJUSTED  
 BV1999  ___________________________________________________________________
 BV1999  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV1999  DYNAMIC HT  -         150.120 (meters)     492.52  (feet)  COMP
 BV1999  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 BV1999
 BV1999  VERT ORDER  -  SECOND    CLASS II
 BV1999
 BV1999.The horizontal coordinates were scaled from a topographic map and have
 BV1999.an estimated accuracy of +/- 6 seconds.
 BV1999
 BV1999.The orthometric height was determined by differential leveling
 BV1999.and adjusted in May 1996.
 BV1999
 BV1999.The geoid height was determined by GEOID03.
 BV1999
 BV1999.The dynamic height is computed by dividing the NAVD 88
 BV1999.geopotential number by the normal gravity value computed on the
 BV1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1999.degrees latitude (g = 980.6199 gals.).
 BV1999
 BV1999.The modeled gravity was interpolated from observed gravity values.
 BV1999
 BV1999;                    North         East    Units  Estimated Accuracy
 BV1999;SPC MS W     -   266,230.      752,550.      MT  (+/- 180 meters Scaled)
 BV1999
 BV1999                          SUPERSEDED SURVEY CONTROL
 BV1999
 BV1999.No superseded survey control is available for this station.
 BV1999
 BV1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA372327(NAD 83)
 BV1999_MARKER: DD = SURVEY DISK
 BV1999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1999_SP_SET: PIPE CULVERT
 BV1999_STAMPING: BM 49 V 282 1989
 BV1999_MARK LOGO: MSHD  
 BV1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1999+STABILITY: SURFACE MOTION
 BV1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1999+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV1999
 BV1999  HISTORY     - Date     Condition        Report By
 BV1999  HISTORY     - 1989     MONUMENTED       MSHD
 BV1999
 BV1999                          STATION DESCRIPTION
 BV1999
 BV1999'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1999'MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NPRTHWEST OF MAGEE, IN A
 BV1999'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 6.8 MI (10.9
 BV1999'KM) SOUTHEAST OF MENDENHALL, 0.15 MI (0.24 KM) SOETHEAST OF A LOOKOUT
 BV1999'TOWER AND IS IN SECTION 27, T 1N, R 5E.  TO REACH FROM THE JUNCTION
 BV1999'OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MAGEE,
 BV1999'GO NORTHWEST ON U.S. HIGHWAT 49 FOR 2 MI (3.2 KM) TO THE BRIDGE OVER
 BV1999'OLD HIGHWAY 49, CONTINUE NORTH ON HIGHWAY 49 FOR 1.75 MI (2.82 KM) TO
 BV1999'THE MARK ON THE LEFT JUST BEFORE REACHING A SIDE ROAD LEFT.  MARK IS
 BV1999'A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST END
 BV1999'OF THE SOUTHWEST HEADWALL OF A 48 INCH ROUND CONCRETE PIPE CULVERT,
 BV1999'525 FT (160.0 M) SOUTHEAST OF THE CENTER OF A PAVED ROAD, 55.5 FT
 BV1999'(16.9 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY
 BV1999'49, 1.5 FT (0.5 M) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND
 BV1999'IS ABOUT 16 FT (4.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2000 ***********************************************************************
 BV2000  DESIGNATION -  49 V 283
 BV2000  PID         -  BV2000
 BV2000  STATE/COUNTY-  MS/SIMPSON
 BV2000  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2000
 BV2000                         *CURRENT SURVEY CONTROL
 BV2000  ___________________________________________________________________
 BV2000* NAD 83(1986)-  31 54 36.     (N)    089 47 32.     (W)     SCALED    
 BV2000* NAVD 88     -       142.599  (meters)     467.84   (feet)  ADJUSTED  
 BV2000  ___________________________________________________________________
 BV2000  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV2000  DYNAMIC HT  -         142.431 (meters)     467.29  (feet)  COMP
 BV2000  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 BV2000
 BV2000  VERT ORDER  -  SECOND    CLASS II
 BV2000
 BV2000.The horizontal coordinates were scaled from a topographic map and have
 BV2000.an estimated accuracy of +/- 6 seconds.
 BV2000
 BV2000.The orthometric height was determined by differential leveling
 BV2000.and adjusted in May 1996.
 BV2000
 BV2000.The geoid height was determined by GEOID03.
 BV2000
 BV2000.The dynamic height is computed by dividing the NAVD 88
 BV2000.geopotential number by the normal gravity value computed on the
 BV2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2000.degrees latitude (g = 980.6199 gals.).
 BV2000
 BV2000.The modeled gravity was interpolated from observed gravity values.
 BV2000
 BV2000;                    North         East    Units  Estimated Accuracy
 BV2000;SPC MS W     -   267,300.      751,180.      MT  (+/- 180 meters Scaled)
 BV2000
 BV2000                          SUPERSEDED SURVEY CONTROL
 BV2000
 BV2000.No superseded survey control is available for this station.
 BV2000
 BV2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA359338(NAD 83)
 BV2000_MARKER: DD = SURVEY DISK
 BV2000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BV2000_SP_SET: SIDEWALK
 BV2000_STAMPING: BM 49 V 283 1989
 BV2000_MARK LOGO: MSHD  
 BV2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2000+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2000
 BV2000  HISTORY     - Date     Condition        Report By
 BV2000  HISTORY     - 1989     MONUMENTED       MSHD
 BV2000
 BV2000                          STATION DESCRIPTION
 BV2000
 BV2000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2000'MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHWEST OF MAGEE, IN THE SIDE
 BV2000'WALK ON THE SOUTHWEST SIDE OF A PARKING AREA FOR THE REST ROOMS AT
 BV2000'THE LEIGON LAKE ROAD SIDE PARK, 5.7 MI (9.2 KM) SOUTHEAST OF
 BV2000'MENDENHALL AND IS IN SECTION 21, T 1N, R 5E.  TO REACH FROM THE
 BV2000'JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF
 BV2000'MAGEE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2 MI (3.2 KM) TO THE
 BV2000'BRIDGE OVER OLD HIGHWAY 49.  CONTINUE NORTH ON HIGHWAY 49 FOR 2.65 MI
 BV2000'(4.26 KM) TO THE MARK ON THE RIGHT JUST BEYOND THE ENTRANCE TO THE
 BV2000'PARK.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BV2000'SOUTH CORNER OF THE SOUTHEAST WALK LEADING TO THE REST ROOMS, 146 FT
 BV2000'(44.5 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BV2000'49, 69 FT (21.0 M) SOUTH OF THE EAST CORNER OF THE REST ROOMS, 49 FT
 BV2000'(14.9 M) NORTHEAST OF A R.O.W. MARKER, 30 FT (9.1 M) SOUTHWEST OF A
 BV2000'PAY PHONE AND 20.5 FT (6.2 M) NORTHEAST OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2001 ***********************************************************************
 BV2001  DESIGNATION -  49 V 284
 BV2001  PID         -  BV2001
 BV2001  STATE/COUNTY-  MS/SIMPSON
 BV2001  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2001
 BV2001                         *CURRENT SURVEY CONTROL
 BV2001  ___________________________________________________________________
 BV2001* NAD 83(1986)-  31 55 02.     (N)    089 48 02.     (W)     SCALED    
 BV2001* NAVD 88     -       118.514  (meters)     388.82   (feet)  ADJUSTED  
 BV2001  ___________________________________________________________________
 BV2001  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BV2001  DYNAMIC HT  -         118.374 (meters)     388.37  (feet)  COMP
 BV2001  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 BV2001
 BV2001  VERT ORDER  -  SECOND    CLASS II
 BV2001
 BV2001.The horizontal coordinates were scaled from a topographic map and have
 BV2001.an estimated accuracy of +/- 6 seconds.
 BV2001
 BV2001.The orthometric height was determined by differential leveling
 BV2001.and adjusted in May 1996.
 BV2001
 BV2001.The geoid height was determined by GEOID03.
 BV2001
 BV2001.The dynamic height is computed by dividing the NAVD 88
 BV2001.geopotential number by the normal gravity value computed on the
 BV2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2001.degrees latitude (g = 980.6199 gals.).
 BV2001
 BV2001.The modeled gravity was interpolated from observed gravity values.
 BV2001
 BV2001;                    North         East    Units  Estimated Accuracy
 BV2001;SPC MS W     -   268,100.      750,390.      MT  (+/- 180 meters Scaled)
 BV2001
 BV2001                          SUPERSEDED SURVEY CONTROL
 BV2001
 BV2001.No superseded survey control is available for this station.
 BV2001
 BV2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA351346(NAD 83)
 BV2001_MARKER: DD = SURVEY DISK
 BV2001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV2001_SP_SET: BOX CULVERT
 BV2001_STAMPING: BM 49 V 284 1989
 BV2001_MARK LOGO: MSHD  
 BV2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2001+STABILITY: SURFACE MOTION
 BV2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2001+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2001
 BV2001  HISTORY     - Date     Condition        Report By
 BV2001  HISTORY     - 1989     MONUMENTED       MSHD
 BV2001
 BV2001                          STATION DESCRIPTION
 BV2001
 BV2001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2001'MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF MFNDENHALL, IN A
 BV2001'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.2 MI (8.4
 BV2001'KM) NORTHWEST OF MAGEE AND IS IN SECTION 17, T 1N, R 5E.  TO REACH
 BV2001'FROM TH U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH
 BV2001'EDGE OF MENDENHALL, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.75 MI
 BV2001'(9.25 KM) TO A CROSSROAD, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 0.45
 BV2001'MI (0.72 KM) TO THE MARK ON THE LEFT.  THE MARK ALSO CAN BE REACHED
 BV2001'FROM THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 49 AT THE
 BV2001'WEST EDGE OF MAGEE, BY GOING NORTHWEST ON U.S. HIGHWAY 49 FOR 2 MI
 BV2001'(3.2 KM) TO THE BRIDGE OVER OLD HIGHWAY 49, CONTINUE NORTH ON HIGHWAY
 BV2001'49 FOR 3.4 MI (5.5 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV2001'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 BV2001'NORTHEAST HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT, 30 FT (9.1
 BV2001'M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 BV2001'IS ABOUT 3 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2002 ***********************************************************************
 BV2002  DESIGNATION -  49 V 285
 BV2002  PID         -  BV2002
 BV2002  STATE/COUNTY-  MS/SIMPSON
 BV2002  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2002
 BV2002                         *CURRENT SURVEY CONTROL
 BV2002  ___________________________________________________________________
 BV2002* NAD 83(1986)-  31 55 07.     (N)    089 49 00.     (W)     SCALED    
 BV2002* NAVD 88     -       120.108  (meters)     394.05   (feet)  ADJUSTED  
 BV2002  ___________________________________________________________________
 BV2002  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BV2002  DYNAMIC HT  -         119.966 (meters)     393.59  (feet)  COMP
 BV2002  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 BV2002
 BV2002  VERT ORDER  -  SECOND    CLASS II
 BV2002
 BV2002.The horizontal coordinates were scaled from a topographic map and have
 BV2002.an estimated accuracy of +/- 6 seconds.
 BV2002
 BV2002.The orthometric height was determined by differential leveling
 BV2002.and adjusted in May 1996.
 BV2002
 BV2002.The geoid height was determined by GEOID03.
 BV2002
 BV2002.The dynamic height is computed by dividing the NAVD 88
 BV2002.geopotential number by the normal gravity value computed on the
 BV2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2002.degrees latitude (g = 980.6199 gals.).
 BV2002
 BV2002.The modeled gravity was interpolated from observed gravity values.
 BV2002
 BV2002;                    North         East    Units  Estimated Accuracy
 BV2002;SPC MS W     -   268,240.      748,860.      MT  (+/- 180 meters Scaled)
 BV2002
 BV2002                          SUPERSEDED SURVEY CONTROL
 BV2002
 BV2002.No superseded survey control is available for this station.
 BV2002
 BV2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA336348(NAD 83)
 BV2002_MARKER: DD = SURVEY DISK
 BV2002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BV2002_SP_SET: PAVED APRON
 BV2002_STAMPING: BM 49 V 285 1989
 BV2002_MARK LOGO: MSHD  
 BV2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2002+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2002
 BV2002  HISTORY     - Date     Condition        Report By
 BV2002  HISTORY     - 1989     MONUMENTED       MSHD
 BV2002
 BV2002                          STATION DESCRIPTION
 BV2002
 BV2002'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2002'MARK IS LOCATED ABOUT 6 MI (9.7 KM) NORTHWEST OF MAGEE, IN THE PAVED
 BV2002'APRON, ON THE SOUTHEAST SIDE OF A DROP INLET IN BETWEEN THE TWO LANES
 BV2002'OF U.S. HIGHWAY 49, 4 MI (6.4 KM) SOUTHEAST OF MENDENHALL, 0.2 MI
 BV2002'(0.3 KM) SOUTHEAST OF THE STATE HIGHWAY DEPARTMENT AREA MAIMTENCE
 BV2002'HEADQUARTERS AND IS IN SECTION 18, T 1N, R 5E.  TO REACH FROM THE
 BV2002'U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF
 BV2002'MENDENHALL, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.2 MI (8.4 KM) TO
 BV2002'THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD RIGHT.  MARK IS A MSHD
 BV2002'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE PAVED APRON
 BV2002'ON THE SOUTHEAST SIDE OF A DROP INLET, 54 FT (16.5 M) NORTHEAST OF
 BV2002'THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 45 FT (13.7 M)
 BV2002'SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE, 3.2 FT (1.0 M) SOUTH
 BV2002'OF THE EAST CORNER OF THE DROP INLET, 3.2 FT (1.0 M) EAST OF THE
 BV2002'SOUTH CORNER OF THE DROP INLET AND IS ABOUT 10 FT (3.0 M) BELOW THE
 BV2002'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2003 ***********************************************************************
 BV2003  DESIGNATION -  49 V 286
 BV2003  PID         -  BV2003
 BV2003  STATE/COUNTY-  MS/SIMPSON
 BV2003  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2003
 BV2003                         *CURRENT SURVEY CONTROL
 BV2003  ___________________________________________________________________
 BV2003* NAD 83(1986)-  31 56 01.     (N)    089 49 42.     (W)     SCALED    
 BV2003* NAVD 88     -       116.364  (meters)     381.77   (feet)  ADJUSTED  
 BV2003  ___________________________________________________________________
 BV2003  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BV2003  DYNAMIC HT  -         116.226 (meters)     381.32  (feet)  COMP
 BV2003  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 BV2003
 BV2003  VERT ORDER  -  SECOND    CLASS II
 BV2003
 BV2003.The horizontal coordinates were scaled from a topographic map and have
 BV2003.an estimated accuracy of +/- 6 seconds.
 BV2003
 BV2003.The orthometric height was determined by differential leveling
 BV2003.and adjusted in May 1996.
 BV2003
 BV2003.The geoid height was determined by GEOID03.
 BV2003
 BV2003.The dynamic height is computed by dividing the NAVD 88
 BV2003.geopotential number by the normal gravity value computed on the
 BV2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2003.degrees latitude (g = 980.6199 gals.).
 BV2003
 BV2003.The modeled gravity was interpolated from observed gravity values.
 BV2003
 BV2003;                    North         East    Units  Estimated Accuracy
 BV2003;SPC MS W     -   269,900.      747,750.      MT  (+/- 180 meters Scaled)
 BV2003
 BV2003                          SUPERSEDED SURVEY CONTROL
 BV2003
 BV2003.No superseded survey control is available for this station.
 BV2003
 BV2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA326365(NAD 83)
 BV2003_MARKER: DD = SURVEY DISK
 BV2003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV2003_SP_SET: PIPE CULVERT
 BV2003_STAMPING: BM 49 V 286 1989
 BV2003_MARK LOGO: MSHD  
 BV2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2003+STABILITY: SURFACE MOTION
 BV2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2003+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2003
 BV2003  HISTORY     - Date     Condition        Report By
 BV2003  HISTORY     - 1989     MONUMENTED       MSHD
 BV2003
 BV2003                          STATION DESCRIPTION
 BV2003
 BV2003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2003'MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHWEST OF MAGEE, IN A
 BV2003'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.25 MI (5.23
 BV2003'KM) SOUTHEAST OF MENDENHALL AND IS IN SECTION 18 T 1N, R 5E.  TO
 BV2003'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE
 BV2003'NORTH EDGE OF MENDENHALL, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 4.2 MI
 BV2003'(6.8 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK
 BV2003'SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 BV2003'A 42 INCH CONCRETE PIPE CULVERT, 40.5 FT (12.3 M) NORTHEAST OF THE
 BV2003'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0
 BV2003'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2008 ***********************************************************************
 BV2008  DESIGNATION -  49 V 287
 BV2008  PID         -  BV2008
 BV2008  STATE/COUNTY-  MS/SIMPSON
 BV2008  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2008
 BV2008                         *CURRENT SURVEY CONTROL
 BV2008  ___________________________________________________________________
 BV2008* NAD 83(1986)-  31 56 45.     (N)    089 50 25.     (W)     SCALED    
 BV2008* NAVD 88     -       106.234  (meters)     348.54   (feet)  ADJUSTED  
 BV2008  ___________________________________________________________________
 BV2008  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BV2008  DYNAMIC HT  -         106.109 (meters)     348.13  (feet)  COMP
 BV2008  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 BV2008
 BV2008  VERT ORDER  -  SECOND    CLASS II
 BV2008
 BV2008.The horizontal coordinates were scaled from a topographic map and have
 BV2008.an estimated accuracy of +/- 6 seconds.
 BV2008
 BV2008.The orthometric height was determined by differential leveling
 BV2008.and adjusted in May 1996.
 BV2008
 BV2008.The geoid height was determined by GEOID03.
 BV2008
 BV2008.The dynamic height is computed by dividing the NAVD 88
 BV2008.geopotential number by the normal gravity value computed on the
 BV2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2008.degrees latitude (g = 980.6199 gals.).
 BV2008
 BV2008.The modeled gravity was interpolated from observed gravity values.
 BV2008
 BV2008;                    North         East    Units  Estimated Accuracy
 BV2008;SPC MS W     -   271,250.      746,620.      MT  (+/- 180 meters Scaled)
 BV2008
 BV2008                          SUPERSEDED SURVEY CONTROL
 BV2008
 BV2008.No superseded survey control is available for this station.
 BV2008
 BV2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA315379(NAD 83)
 BV2008_MARKER: DD = SURVEY DISK
 BV2008_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV2008_SP_SET: BOX CULVERT
 BV2008_STAMPING: BM 49 V 287 1989
 BV2008_MARK LOGO: MSHD  
 BV2008_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2008+STABILITY: SURFACE MOTION
 BV2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2008+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2008
 BV2008  HISTORY     - Date     Condition        Report By
 BV2008  HISTORY     - 1989     MONUMENTED       MSHD
 BV2008
 BV2008                          STATION DESCRIPTION
 BV2008
 BV2008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2008'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF MENDENHALL, IN A
 BV2008'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, ABOUT 100 YDS
 BV2008'SOUTHEAST OF A STORE, 0.8 MI (1.3 KM) SOUTHEAST OF THE JUNCTION OF
 BV2008'THE OLD HIGHWAY AND IS IN SECTION 12, T 1N, R 4E.  TO REACH FROM THE
 BV2008'U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13, AT THE NORTH EDGE OF
 BV2008'MENDENHALL, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 3.25 MI (5.23 KM) TO
 BV2008'THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV2008'DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 43 X 6
 BV2008'FOOT TRIPPLE CONCRETE BOX CULVERT, 26.5 FT (8.1 M) NORTHEAST OF THE
 BV2008'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1.5 FT (0.5
 BV2008'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2009 ***********************************************************************
 BV2009  DESIGNATION -  49 V 288
 BV2009  PID         -  BV2009
 BV2009  STATE/COUNTY-  MS/SIMPSON
 BV2009  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2009
 BV2009                         *CURRENT SURVEY CONTROL
 BV2009  ___________________________________________________________________
 BV2009* NAD 83(1986)-  31 57 14.     (N)    089 50 53.     (W)     SCALED    
 BV2009* NAVD 88     -       109.826  (meters)     360.32   (feet)  ADJUSTED  
 BV2009  ___________________________________________________________________
 BV2009  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BV2009  DYNAMIC HT  -         109.696 (meters)     359.89  (feet)  COMP
 BV2009  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 BV2009
 BV2009  VERT ORDER  -  SECOND    CLASS II
 BV2009
 BV2009.The horizontal coordinates were scaled from a topographic map and have
 BV2009.an estimated accuracy of +/- 6 seconds.
 BV2009
 BV2009.The orthometric height was determined by differential leveling
 BV2009.and adjusted in May 1996.
 BV2009
 BV2009.The geoid height was determined by GEOID03.
 BV2009
 BV2009.The dynamic height is computed by dividing the NAVD 88
 BV2009.geopotential number by the normal gravity value computed on the
 BV2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2009.degrees latitude (g = 980.6199 gals.).
 BV2009
 BV2009.The modeled gravity was interpolated from observed gravity values.
 BV2009
 BV2009;                    North         East    Units  Estimated Accuracy
 BV2009;SPC MS W     -   272,140.      745,880.      MT  (+/- 180 meters Scaled)
 BV2009
 BV2009                          SUPERSEDED SURVEY CONTROL
 BV2009
 BV2009.No superseded survey control is available for this station.
 BV2009
 BV2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA308388(NAD 83)
 BV2009_MARKER: DD = SURVEY DISK
 BV2009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV2009_SP_SET: PIPE CULVERT
 BV2009_STAMPING: BM 49 V 288 1989
 BV2009_MARK LOGO: MSHD  
 BV2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2009+STABILITY: SURFACE MOTION
 BV2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2009+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2009
 BV2009  HISTORY     - Date     Condition        Report By
 BV2009  HISTORY     - 1989     MONUMENTED       MSHD
 BV2009
 BV2009                          STATION DESCRIPTION
 BV2009
 BV2009'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2009'MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF MENDENHALL IN A
 BV2009'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.2 MI (0.3
 BV2009'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE
 BV2009'HIGHWAY 540 AND IS IN SECTION 1, T 1N, R 4E.  TO REACH FROM THE U.S.
 BV2009'HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF
 BV2009'MENDENHALL, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.2 MI (3.5 KM) TO
 BV2009'THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV2009'DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST END OF A 48 INCH
 BV2009'ROUND CONCRETE PIPE CULVERET, 42.5 FT (13.0 M) NORTHEAST OF THE
 BV2009'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 10 FT (3.0
 BV2009'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2010 ***********************************************************************
 BV2010  DESIGNATION -  49 V 289
 BV2010  PID         -  BV2010
 BV2010  STATE/COUNTY-  MS/SIMPSON
 BV2010  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2010
 BV2010                         *CURRENT SURVEY CONTROL
 BV2010  ___________________________________________________________________
 BV2010* NAD 83(1986)-  31 57 39.     (N)    089 51 15.     (W)     SCALED    
 BV2010* NAVD 88     -       101.159  (meters)     331.89   (feet)  ADJUSTED  
 BV2010  ___________________________________________________________________
 BV2010  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BV2010  DYNAMIC HT  -         101.040 (meters)     331.50  (feet)  COMP
 BV2010  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 BV2010
 BV2010  VERT ORDER  -  SECOND    CLASS II
 BV2010
 BV2010.The horizontal coordinates were scaled from a topographic map and have
 BV2010.an estimated accuracy of +/- 6 seconds.
 BV2010
 BV2010.The orthometric height was determined by differential leveling
 BV2010.and adjusted in May 1996.
 BV2010
 BV2010.The geoid height was determined by GEOID03.
 BV2010
 BV2010.The dynamic height is computed by dividing the NAVD 88
 BV2010.geopotential number by the normal gravity value computed on the
 BV2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2010.degrees latitude (g = 980.6199 gals.).
 BV2010
 BV2010.The modeled gravity was interpolated from observed gravity values.
 BV2010
 BV2010;                    North         East    Units  Estimated Accuracy
 BV2010;SPC MS W     -   272,910.      745,300.      MT  (+/- 180 meters Scaled)
 BV2010
 BV2010                          SUPERSEDED SURVEY CONTROL
 BV2010
 BV2010.No superseded survey control is available for this station.
 BV2010
 BV2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA302396(NAD 83)
 BV2010_MARKER: DD = SURVEY DISK
 BV2010_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV2010_SP_SET: BOX CULVERT
 BV2010_STAMPING: BM 49 V 289 1989
 BV2010_MARK LOGO: MSHD  
 BV2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2010+STABILITY: SURFACE MOTION
 BV2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2010+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2010
 BV2010  HISTORY     - Date     Condition        Report By
 BV2010  HISTORY     - 1989     MONUMENTED       MSHD
 BV2010
 BV2010                          STATION DESCRIPTION
 BV2010
 BV2010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2010'MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) EAST SOUTHEAST OF MENDENHALL IN
 BV2010'A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.4 MI (0.6
 BV2010'KM) NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE
 BV2010'HIGHWAY 540 AND IS NEAR THE SOUTHEAST CORNER OF SECTION 35, T 2N, R
 BV2010'4E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13
 BV2010'AT THE NORTH EDGE OF MENDENHALL, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR
 BV2010'1.6 MI (2.6 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE
 BV2010'MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV2010'HEADWALL OF A 38 X 12 FOOT CONCRETE BOX CULVERT, 30.5 FT (9.3 M)
 BV2010'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BV2010'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0119 ***********************************************************************
 CP0119  DESIGNATION -  49 V 29
 CP0119  PID         -  CP0119
 CP0119  STATE/COUNTY-  MS/YAZOO
 CP0119  USGS QUAD   -  BENTONIA (1988)
 CP0119
 CP0119                         *CURRENT SURVEY CONTROL
 CP0119  ___________________________________________________________________
 CP0119* NAD 83(1986)-  32 43 15.     (N)    090 22 25.     (W)     SCALED    
 CP0119* NAVD 88     -       107.141  (meters)     351.51   (feet)  ADJUSTED  
 CP0119  ___________________________________________________________________
 CP0119  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP0119  DYNAMIC HT  -         107.020 (meters)     351.11  (feet)  COMP
 CP0119  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 CP0119
 CP0119  VERT ORDER  -  SECOND    CLASS 0
 CP0119
 CP0119.The horizontal coordinates were scaled from a topographic map and have
 CP0119.an estimated accuracy of +/- 6 seconds.
 CP0119
 CP0119.The orthometric height was determined by differential leveling
 CP0119.and adjusted in June 1991.
 CP0119
 CP0119.The geoid height was determined by GEOID03.
 CP0119
 CP0119.The dynamic height is computed by dividing the NAVD 88
 CP0119.geopotential number by the normal gravity value computed on the
 CP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0119.degrees latitude (g = 980.6199 gals.).
 CP0119
 CP0119.The modeled gravity was interpolated from observed gravity values.
 CP0119
 CP0119;                    North         East    Units  Estimated Accuracy
 CP0119;SPC MS W     -   357,080.      696,220.      MT  (+/- 180 meters Scaled)
 CP0119
 CP0119                          SUPERSEDED SURVEY CONTROL
 CP0119
 CP0119  NGVD 29 (??/??/92)  107.220  (m)          351.77   (f) ADJ UNCH    2 0
 CP0119
 CP0119.Superseded values are not recommended for survey control.
 CP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0119.See file dsdata.txt to determine how the superseded data were derived.
 CP0119
 CP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461233(NAD 83)
 CP0119_MARKER: DD = SURVEY DISK
 CP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0119_STAMPING: BM 49V-29
 CP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0119+STABILITY: SURFACE MOTION
 CP0119
 CP0119  HISTORY     - Date     Condition        Report By
 CP0119  HISTORY     - 1960     MONUMENTED       MSHD
 CP0119  HISTORY     - 1966     GOOD             MSHD
 CP0119  HISTORY     - 1973     GOOD             NGS
 CP0119
 CP0119                          STATION DESCRIPTION
 CP0119
 CP0119'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0119'5.7 MI NW FROM BENTONIA.
 CP0119'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0119'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0119'GO 5.4 MILES TO A CROSSROADS, CONTINUE FOR 0.3 MILES TO A HOUSE ON THE
 CP0119'RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 70 FEET SOUTH OF
 CP0119'THE SOUTHEAST CORNER OF A CORRAL, 60 FEET NORTH OF POLE NO. 153, 44.7
 CP0119'FEET WEST OF THE CENTER OF HIGHWAY 49, 12.8 FEET EAST OF A 6 INCH
 CP0119'CEDAR, 5.3 FEET EAST OF A FENCE, AND 3.2 FEET EAST OF A METAL WITNESS
 CP0119'POST.
 CP0119
 CP0119                          STATION RECOVERY (1973)
 CP0119
 CP0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2011 ***********************************************************************
 BV2011  DESIGNATION -  49 V 290
 BV2011  PID         -  BV2011
 BV2011  STATE/COUNTY-  MS/SIMPSON
 BV2011  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2011
 BV2011                         *CURRENT SURVEY CONTROL
 BV2011  ___________________________________________________________________
 BV2011* NAD 83(1986)-  31 58 11.     (N)    089 51 40.     (W)     SCALED    
 BV2011* NAVD 88     -       105.844  (meters)     347.26   (feet)  ADJUSTED  
 BV2011  ___________________________________________________________________
 BV2011  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BV2011  DYNAMIC HT  -         105.719 (meters)     346.85  (feet)  COMP
 BV2011  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 BV2011
 BV2011  VERT ORDER  -  SECOND    CLASS II
 BV2011
 BV2011.The horizontal coordinates were scaled from a topographic map and have
 BV2011.an estimated accuracy of +/- 6 seconds.
 BV2011
 BV2011.The orthometric height was determined by differential leveling
 BV2011.and adjusted in May 1996.
 BV2011
 BV2011.The geoid height was determined by GEOID03.
 BV2011
 BV2011.The dynamic height is computed by dividing the NAVD 88
 BV2011.geopotential number by the normal gravity value computed on the
 BV2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2011.degrees latitude (g = 980.6199 gals.).
 BV2011
 BV2011.The modeled gravity was interpolated from observed gravity values.
 BV2011
 BV2011;                    North         East    Units  Estimated Accuracy
 BV2011;SPC MS W     -   273,890.      744,630.      MT  (+/- 180 meters Scaled)
 BV2011
 BV2011                          SUPERSEDED SURVEY CONTROL
 BV2011
 BV2011.No superseded survey control is available for this station.
 BV2011
 BV2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA296406(NAD 83)
 BV2011_MARKER: DD = SURVEY DISK
 BV2011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV2011_SP_SET: PIPE CULVERT
 BV2011_STAMPING: BM 49 V 290 1989
 BV2011_MARK LOGO: MSHD  
 BV2011_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2011+STABILITY: SURFACE MOTION
 BV2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2011+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2011
 BV2011  HISTORY     - Date     Condition        Report By
 BV2011  HISTORY     - 1989     MONUMENTED       MSHD
 BV2011
 BV2011                          STATION DESCRIPTION
 BV2011
 BV2011'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2011'MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHEAST OF MENDENHALL IN A
 BV2011'CULVERT UNDER THE NORTH BOUND LANE OF U.S HIGHWAY 49 AND IS IN
 BV2011'SECTION 35, T 2N, R 4E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV2011'OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO SOUTHEAST
 BV2011'ON U.S. HIGHWAY 49 FOR 1 MI (1.6 KM) TO THE MARK ON THE LEFT.  MARK
 BV2011'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST
 BV2011'END OF THE NORTHEAST HEADWALL OF A 42 INCH ROUND CONCRETE PIPE
 BV2011'CULVERT, 56.5 FT (17.2 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 BV2011'LANE AND IS ABOUT 16 FT (4.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2014 ***********************************************************************
 BV2014  DESIGNATION -  49 V 291
 BV2014  PID         -  BV2014
 BV2014  STATE/COUNTY-  MS/SIMPSON
 BV2014  USGS QUAD   -  MENDENHALL EAST (1970)
 BV2014
 BV2014                         *CURRENT SURVEY CONTROL
 BV2014  ___________________________________________________________________
 BV2014* NAD 83(1986)-  31 58 53.     (N)    089 52 20.     (W)     SCALED    
 BV2014* NAVD 88     -       124.707  (meters)     409.14   (feet)  ADJUSTED  
 BV2014  ___________________________________________________________________
 BV2014  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BV2014  DYNAMIC HT  -         124.560 (meters)     408.66  (feet)  COMP
 BV2014  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 BV2014
 BV2014  VERT ORDER  -  SECOND    CLASS II
 BV2014
 BV2014.The horizontal coordinates were scaled from a topographic map and have
 BV2014.an estimated accuracy of +/- 6 seconds.
 BV2014
 BV2014.The orthometric height was determined by differential leveling
 BV2014.and adjusted in May 1996.
 BV2014
 BV2014.The geoid height was determined by GEOID03.
 BV2014
 BV2014.The dynamic height is computed by dividing the NAVD 88
 BV2014.geopotential number by the normal gravity value computed on the
 BV2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2014.degrees latitude (g = 980.6199 gals.).
 BV2014
 BV2014.The modeled gravity was interpolated from observed gravity values.
 BV2014
 BV2014;                    North         East    Units  Estimated Accuracy
 BV2014;SPC MS W     -   275,180.      743,580.      MT  (+/- 180 meters Scaled)
 BV2014
 BV2014                          SUPERSEDED SURVEY CONTROL
 BV2014
 BV2014.No superseded survey control is available for this station.
 BV2014
 BV2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA285419(NAD 83)
 BV2014_MARKER: DD = SURVEY DISK
 BV2014_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV2014_SP_SET: BRIDGE ABUTMENT
 BV2014_STAMPING: BM 49 V 291 1989
 BV2014_MARK LOGO: MSHD  
 BV2014_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2014+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2014
 BV2014  HISTORY     - Date     Condition        Report By
 BV2014  HISTORY     - 1989     MONUMENTED       MSHD
 BV2014  HISTORY     - 20000524 GOOD             LOCSUR
 BV2014
 BV2014                          STATION DESCRIPTION
 BV2014
 BV2014'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2014'MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH OF MENDENHALL, IN THE
 BV2014'U.S. HIGHWAY 49 NORTH BOUND BRIDGE OVER STATE HIGHWAY 13 AND IS IN
 BV2014'SECTION 27, T 2N, R 4E.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 BV2014'DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 BV2014'CONCRETE BRIDGE, 77.5 FT (23.6 M) SOUTHEAST OF THE CENTER OF STATE
 BV2014'HIGHWAY 13, 17.5 FT (5.3 M) NORTHEAST OF THE CENTER OF THE NORTH
 BV2014'BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH HIGHWAY 49.
 BV2014
 BV2014                          STATION RECOVERY (2000)
 BV2014
 BV2014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BV2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2015 ***********************************************************************
 BV2015  DESIGNATION -  49 V 292
 BV2015  PID         -  BV2015
 BV2015  STATE/COUNTY-  MS/SIMPSON
 BV2015  USGS QUAD   -  MENDENHALL WEST (1970)
 BV2015
 BV2015                         *CURRENT SURVEY CONTROL
 BV2015  ___________________________________________________________________
 BV2015* NAD 83(1986)-  31 59 15.     (N)    089 53 04.     (W)     SCALED    
 BV2015* NAVD 88     -        91.667  (meters)     300.74   (feet)  ADJUSTED  
 BV2015  ___________________________________________________________________
 BV2015  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BV2015  DYNAMIC HT  -          91.559 (meters)     300.39  (feet)  COMP
 BV2015  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 BV2015
 BV2015  VERT ORDER  -  SECOND    CLASS II
 BV2015
 BV2015.The horizontal coordinates were scaled from a topographic map and have
 BV2015.an estimated accuracy of +/- 6 seconds.
 BV2015
 BV2015.The orthometric height was determined by differential leveling
 BV2015.and adjusted in May 1996.
 BV2015
 BV2015.The geoid height was determined by GEOID03.
 BV2015
 BV2015.The dynamic height is computed by dividing the NAVD 88
 BV2015.geopotential number by the normal gravity value computed on the
 BV2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2015.degrees latitude (g = 980.6199 gals.).
 BV2015
 BV2015.The modeled gravity was interpolated from observed gravity values.
 BV2015
 BV2015;                    North         East    Units  Estimated Accuracy
 BV2015;SPC MS W     -   275,850.      742,420.      MT  (+/- 180 meters Scaled)
 BV2015
 BV2015                          SUPERSEDED SURVEY CONTROL
 BV2015
 BV2015.No superseded survey control is available for this station.
 BV2015
 BV2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA274426(NAD 83)
 BV2015_MARKER: DD = SURVEY DISK
 BV2015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV2015_SP_SET: BRIDGE ABUTMENT
 BV2015_STAMPING: BM 49 V 292 1989
 BV2015_MARK LOGO: MSHD  
 BV2015_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2015+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2015
 BV2015  HISTORY     - Date     Condition        Report By
 BV2015  HISTORY     - 1989     MONUMENTED       MSHD
 BV2015
 BV2015                          STATION DESCRIPTION
 BV2015
 BV2015'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2015'MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTHWEST OF MENDENHALL IN THE
 BV2015'U.S. HIGHWAY 49 NORTH BOUND BRIDGE OVER THE STRONG RIVER, 1 MI (1.6
 BV2015'KM) EAST NORTHEAST OF D LO AND IS IN SECTION 27, T 2N, R 4E.  TO
 BV2015'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE
 BV2015'NORTH EDGE OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 0.9 MI
 BV2015'(1.4 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.  MARK IS A MSHD
 BV2015'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 BV2015'ABUTMENT OF THE CONCRETE BRIDGE, 21 FT (6.4 M) NORTH OF THE CENTER OF
 BV2015'THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE
 BV2015'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2016 ***********************************************************************
 BV2016  DESIGNATION -  49 V 293
 BV2016  PID         -  BV2016
 BV2016  STATE/COUNTY-  MS/SIMPSON
 BV2016  USGS QUAD   -  MENDENHALL WEST (1970)
 BV2016
 BV2016                         *CURRENT SURVEY CONTROL
 BV2016  ___________________________________________________________________
 BV2016* NAD 83(1986)-  31 59 36.     (N)    089 53 51.     (W)     SCALED    
 BV2016* NAVD 88     -        95.649  (meters)     313.81   (feet)  ADJUSTED  
 BV2016  ___________________________________________________________________
 BV2016  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BV2016  DYNAMIC HT  -          95.536 (meters)     313.44  (feet)  COMP
 BV2016  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 BV2016
 BV2016  VERT ORDER  -  SECOND    CLASS II
 BV2016
 BV2016.The horizontal coordinates were scaled from a topographic map and have
 BV2016.an estimated accuracy of +/- 6 seconds.
 BV2016
 BV2016.The orthometric height was determined by differential leveling
 BV2016.and adjusted in May 1996.
 BV2016
 BV2016.The geoid height was determined by GEOID03.
 BV2016
 BV2016.The dynamic height is computed by dividing the NAVD 88
 BV2016.geopotential number by the normal gravity value computed on the
 BV2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2016.degrees latitude (g = 980.6199 gals.).
 BV2016
 BV2016.The modeled gravity was interpolated from observed gravity values.
 BV2016
 BV2016;                    North         East    Units  Estimated Accuracy
 BV2016;SPC MS W     -   276,490.      741,180.      MT  (+/- 180 meters Scaled)
 BV2016
 BV2016                          SUPERSEDED SURVEY CONTROL
 BV2016
 BV2016.No superseded survey control is available for this station.
 BV2016
 BV2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA262433(NAD 83)
 BV2016_MARKER: DD = SURVEY DISK
 BV2016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV2016_SP_SET: PIPE CULVERT
 BV2016_STAMPING: BM 49 V 293 1989
 BV2016_MARK LOGO: MSHD  
 BV2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2016+STABILITY: SURFACE MOTION
 BV2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2016+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BV2016
 BV2016  HISTORY     - Date     Condition        Report By
 BV2016  HISTORY     - 1989     MONUMENTED       MSHD
 BV2016
 BV2016                          STATION DESCRIPTION
 BV2016
 BV2016'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV2016'MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHWEST OF MENDENHALL, IN A
 BV2016'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.8 MI (1.3
 BV2016'KM) NORTH OF D LO ABOUT 200 YDS SOUTHEAST OF THE D LO WATER TANK,
 BV2016'ABOUT 100 YDS SOUTH OF A TRUCK STOP AND IS IN SECTION 21, T 2N, R 4E.
 BV2016'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT
 BV2016'THE NORTH EDGE OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR
 BV2016'1.8 MI (2.9 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE
 BV2016'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 BV2016'HEADWALL OF A 42 INCH ROUND CONCRETE PIPE CULVERT, 37 FT (11.3 M)
 BV2016'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 BV2016'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1672 ***********************************************************************
 CO1672  DESIGNATION -  49 V 294
 CO1672  PID         -  CO1672
 CO1672  STATE/COUNTY-  MS/SIMPSON
 CO1672  USGS QUAD   -  BRAXTON (1975)
 CO1672
 CO1672                         *CURRENT SURVEY CONTROL
 CO1672  ___________________________________________________________________
 CO1672* NAD 83(1986)-  32 00 01.     (N)    089 54 36.     (W)     SCALED    
 CO1672* NAVD 88     -        99.658  (meters)     326.96   (feet)  ADJUSTED  
 CO1672  ___________________________________________________________________
 CO1672  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CO1672  DYNAMIC HT  -          99.541 (meters)     326.58  (feet)  COMP
 CO1672  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 CO1672
 CO1672  VERT ORDER  -  SECOND    CLASS II
 CO1672
 CO1672.The horizontal coordinates were scaled from a topographic map and have
 CO1672.an estimated accuracy of +/- 6 seconds.
 CO1672
 CO1672.The orthometric height was determined by differential leveling
 CO1672.and adjusted in May 1996.
 CO1672
 CO1672.The geoid height was determined by GEOID03.
 CO1672
 CO1672.The dynamic height is computed by dividing the NAVD 88
 CO1672.geopotential number by the normal gravity value computed on the
 CO1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1672.degrees latitude (g = 980.6199 gals.).
 CO1672
 CO1672.The modeled gravity was interpolated from observed gravity values.
 CO1672
 CO1672;                    North         East    Units  Estimated Accuracy
 CO1672;SPC MS W     -   277,260.      740,000.      MT  (+/- 180 meters Scaled)
 CO1672
 CO1672                          SUPERSEDED SURVEY CONTROL
 CO1672
 CO1672.No superseded survey control is available for this station.
 CO1672
 CO1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA250441(NAD 83)
 CO1672_MARKER: DD = SURVEY DISK
 CO1672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1672_SP_SET: PIPE CULVERT
 CO1672_STAMPING: BM 49 V 294 1989
 CO1672_MARK LOGO: MSHD  
 CO1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1672+STABILITY: SURFACE MOTION
 CO1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1672+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1672
 CO1672  HISTORY     - Date     Condition        Report By
 CO1672  HISTORY     - 1989     MONUMENTED       MSHD
 CO1672
 CO1672                          STATION DESCRIPTION
 CO1672
 CO1672'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1672'MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHWEST OF MENDENHALL IN A
 CO1672'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.2 MI (1.9
 CO1672'KM) NORTHWEST OF D LO, 0.25 MI (0.40 KM) NORTHWEST OF A CROSSROAD AND
 CO1672'IS IN SECTION 20, T 2N, R 4E.  TO REACH FROM THE U.S. HIGHWAY 49
 CO1672'BTIDGE OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO
 CO1672'NORTHWEST ON U.S. HIGHWAY 49 FOR 2.55 MI (4.10 KM) TO THE MARK ON
 CO1672'THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 CO1672'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 72 INCH ROUND
 CO1672'CONCRETE PIPE CULVERT, 46 FT (14.0 M) NORTHEAST OF THE CENTER OF THE
 CO1672'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 13 FT (4.0 M) BELOW THE
 CO1672'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1673 ***********************************************************************
 CO1673  DESIGNATION -  49 V 295
 CO1673  PID         -  CO1673
 CO1673  STATE/COUNTY-  MS/SIMPSON
 CO1673  USGS QUAD   -  BRAXTON (1975)
 CO1673
 CO1673                         *CURRENT SURVEY CONTROL
 CO1673  ___________________________________________________________________
 CO1673* NAD 83(1986)-  32 00 16.     (N)    089 54 58.     (W)     SCALED    
 CO1673* NAVD 88     -        93.612  (meters)     307.13   (feet)  ADJUSTED  
 CO1673  ___________________________________________________________________
 CO1673  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CO1673  DYNAMIC HT  -          93.502 (meters)     306.76  (feet)  COMP
 CO1673  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CO1673
 CO1673  VERT ORDER  -  SECOND    CLASS II
 CO1673
 CO1673.The horizontal coordinates were scaled from a topographic map and have
 CO1673.an estimated accuracy of +/- 6 seconds.
 CO1673
 CO1673.The orthometric height was determined by differential leveling
 CO1673.and adjusted in May 1996.
 CO1673
 CO1673.The geoid height was determined by GEOID03.
 CO1673
 CO1673.The dynamic height is computed by dividing the NAVD 88
 CO1673.geopotential number by the normal gravity value computed on the
 CO1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1673.degrees latitude (g = 980.6199 gals.).
 CO1673
 CO1673.The modeled gravity was interpolated from observed gravity values.
 CO1673
 CO1673;                    North         East    Units  Estimated Accuracy
 CO1673;SPC MS W     -   277,720.      739,420.      MT  (+/- 180 meters Scaled)
 CO1673
 CO1673                          SUPERSEDED SURVEY CONTROL
 CO1673
 CO1673.No superseded survey control is available for this station.
 CO1673
 CO1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA245446(NAD 83)
 CO1673_MARKER: DD = SURVEY DISK
 CO1673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1673_SP_SET: PIPE CULVERT
 CO1673_STAMPING: BM 49 V 295 1989
 CO1673_MARK LOGO: CGS   
 CO1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1673+STABILITY: SURFACE MOTION
 CO1673
 CO1673  HISTORY     - Date     Condition        Report By
 CO1673  HISTORY     - 1989     MONUMENTED       MSHD
 CO1673
 CO1673                          STATION DESCRIPTION
 CO1673
 CO1673'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1673'MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF MENDENHALL, IN A
 CO1673'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.6 MI (5.8
 CO1673'KM) SOUTHEAST OF BRAXTON, 1.7 MI (2.7 KM) NORTHWEST OF D LO AND IS
 CO1673'NEAR THE NORTHWEST CORNER OF SECTION 20, T 2N, R 4E.  TO REACH FROM
 CO1673'THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH EDGE
 CO1673'OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 3.2 MI (5.1 KM)
 CO1673'TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN
 CO1673'A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 42
 CO1673'INCH ROUND CONCRETE PIPE CULVERT, 28.5 FT (8.7 M) NORTHEAST OF THE
 CO1673'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3
 CO1673'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1674 ***********************************************************************
 CO1674  DESIGNATION -  49 V 296
 CO1674  PID         -  CO1674
 CO1674  STATE/COUNTY-  MS/SIMPSON
 CO1674  USGS QUAD   -  BRAXTON (1975)
 CO1674
 CO1674                         *CURRENT SURVEY CONTROL
 CO1674  ___________________________________________________________________
 CO1674* NAD 83(1986)-  32 00 32.     (N)    089 55 40.     (W)     SCALED    
 CO1674* NAVD 88     -        92.181  (meters)     302.43   (feet)  ADJUSTED  
 CO1674  ___________________________________________________________________
 CO1674  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CO1674  DYNAMIC HT  -          92.072 (meters)     302.07  (feet)  COMP
 CO1674  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 CO1674
 CO1674  VERT ORDER  -  SECOND    CLASS II
 CO1674
 CO1674.The horizontal coordinates were scaled from a topographic map and have
 CO1674.an estimated accuracy of +/- 6 seconds.
 CO1674
 CO1674.The orthometric height was determined by differential leveling
 CO1674.and adjusted in May 1996.
 CO1674
 CO1674.The geoid height was determined by GEOID03.
 CO1674
 CO1674.The dynamic height is computed by dividing the NAVD 88
 CO1674.geopotential number by the normal gravity value computed on the
 CO1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1674.degrees latitude (g = 980.6199 gals.).
 CO1674
 CO1674.The modeled gravity was interpolated from observed gravity values.
 CO1674
 CO1674;                    North         East    Units  Estimated Accuracy
 CO1674;SPC MS W     -   278,210.      738,320.      MT  (+/- 180 meters Scaled)
 CO1674
 CO1674                          SUPERSEDED SURVEY CONTROL
 CO1674
 CO1674.No superseded survey control is available for this station.
 CO1674
 CO1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA234451(NAD 83)
 CO1674_MARKER: DD = SURVEY DISK
 CO1674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1674_SP_SET: BOX CULVERT
 CO1674_STAMPING: BM 49 V 296 1989
 CO1674_MARK LOGO: MSHD  
 CO1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1674+STABILITY: SURFACE MOTION
 CO1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1674+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1674
 CO1674  HISTORY     - Date     Condition        Report By
 CO1674  HISTORY     - 1989     MONUMENTED       MSHD
 CO1674
 CO1674                          STATION DESCRIPTION
 CO1674
 CO1674'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1674'MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTHWEST OF D LO, IN A CULVERT
 CO1674'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.8 MI (4.5 KM)
 CO1674'NORTHWEST OF MENDENHALL, 4.7 MI (7.6 KM) SOUTHWEST OF BRAXTON AND IS
 CO1674'IN SECTION 18, T 2N, R 4E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 CO1674'OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO NORTHWEST
 CO1674'ON U.S. HIGHWAY 49 FOR 3.95 MI (6.36 KM) TO THE MARK ON THE RIGHT.
 CO1674'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1674'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 6 X 6 FOOT CONCRETE BOX
 CO1674'CULVERT, 26.5 FT (8.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 CO1674'LANE OF HIGHWAY 49 AND IS ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE
 CO1674'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1675 ***********************************************************************
 CO1675  DESIGNATION -  49 V 297
 CO1675  PID         -  CO1675
 CO1675  STATE/COUNTY-  MS/SIMPSON
 CO1675  USGS QUAD   -  BRAXTON (1975)
 CO1675
 CO1675                         *CURRENT SURVEY CONTROL
 CO1675  ___________________________________________________________________
 CO1675* NAD 83(1986)-  32 00 43.     (N)    089 56 15.     (W)     SCALED    
 CO1675* NAVD 88     -        93.879  (meters)     308.00   (feet)  ADJUSTED  
 CO1675  ___________________________________________________________________
 CO1675  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CO1675  DYNAMIC HT  -          93.768 (meters)     307.64  (feet)  COMP
 CO1675  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CO1675
 CO1675  VERT ORDER  -  SECOND    CLASS II
 CO1675
 CO1675.The horizontal coordinates were scaled from a topographic map and have
 CO1675.an estimated accuracy of +/- 6 seconds.
 CO1675
 CO1675.The orthometric height was determined by differential leveling
 CO1675.and adjusted in May 1996.
 CO1675
 CO1675.The geoid height was determined by GEOID03.
 CO1675
 CO1675.The dynamic height is computed by dividing the NAVD 88
 CO1675.geopotential number by the normal gravity value computed on the
 CO1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1675.degrees latitude (g = 980.6199 gals.).
 CO1675
 CO1675.The modeled gravity was interpolated from observed gravity values.
 CO1675
 CO1675;                    North         East    Units  Estimated Accuracy
 CO1675;SPC MS W     -   278,540.      737,400.      MT  (+/- 180 meters Scaled)
 CO1675
 CO1675                          SUPERSEDED SURVEY CONTROL
 CO1675
 CO1675.No superseded survey control is available for this station.
 CO1675
 CO1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA225455(NAD 83)
 CO1675_MARKER: DD = SURVEY DISK
 CO1675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1675_SP_SET: BRIDGE ABUTMENT
 CO1675_STAMPING: BM 49 V 297 1989
 CO1675_MARK LOGO: MSHD  
 CO1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1675+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1675
 CO1675  HISTORY     - Date     Condition        Report By
 CO1675  HISTORY     - 1989     MONUMENTED       MSHD
 CO1675
 CO1675                          STATION DESCRIPTION
 CO1675
 CO1675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1675'MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF BRAXTON, IN THE
 CO1675'NORTH BOUND BRIDGE OVER DOBBS CREEK, 2.8 MI (4.5 KM) NORTHWEST OF D
 CO1675'LO, 5.2 MI (8.4 KM) NORTHWEST OF MENDENHALL AND IS NEAR THE CENTER OF
 CO1675'THE WEST SIDE OF SECTION 18, T 2N, R 4E.  TO REACH FROM THE U.S.
 CO1675'HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF
 CO1675'MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.45 MI (7.16 KM) TO
 CO1675'THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 CO1675'DRILL HOLE IN THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE
 CO1675'CONCRETE BRIDGE, 19.5 FT (5.9 M) NORTHEAST OF THE CENTER OF THE NORTH
 CO1675'BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1676 ***********************************************************************
 CO1676  DESIGNATION -  49 V 298
 CO1676  PID         -  CO1676
 CO1676  STATE/COUNTY-  MS/SIMPSON
 CO1676  USGS QUAD   -  BRAXTON (1975)
 CO1676
 CO1676                         *CURRENT SURVEY CONTROL
 CO1676  ___________________________________________________________________
 CO1676* NAD 83(1986)-  32 01 01.     (N)    089 56 52.     (W)     SCALED    
 CO1676* NAVD 88     -       103.675  (meters)     340.14   (feet)  ADJUSTED  
 CO1676  ___________________________________________________________________
 CO1676  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CO1676  DYNAMIC HT  -         103.552 (meters)     339.74  (feet)  COMP
 CO1676  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 CO1676
 CO1676  VERT ORDER  -  SECOND    CLASS II
 CO1676
 CO1676.The horizontal coordinates were scaled from a topographic map and have
 CO1676.an estimated accuracy of +/- 6 seconds.
 CO1676
 CO1676.The orthometric height was determined by differential leveling
 CO1676.and adjusted in May 1996.
 CO1676
 CO1676.The geoid height was determined by GEOID03.
 CO1676
 CO1676.The dynamic height is computed by dividing the NAVD 88
 CO1676.geopotential number by the normal gravity value computed on the
 CO1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1676.degrees latitude (g = 980.6199 gals.).
 CO1676
 CO1676.The modeled gravity was interpolated from observed gravity values.
 CO1676
 CO1676;                    North         East    Units  Estimated Accuracy
 CO1676;SPC MS W     -   279,090.      736,420.      MT  (+/- 180 meters Scaled)
 CO1676
 CO1676                          SUPERSEDED SURVEY CONTROL
 CO1676
 CO1676.No superseded survey control is available for this station.
 CO1676
 CO1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA215461(NAD 83)
 CO1676_MARKER: DD = SURVEY DISK
 CO1676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1676_SP_SET: PIPE CULVERT
 CO1676_STAMPING: BM 49 V 298 1989
 CO1676_MARK LOGO: MSHD  
 CO1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1676+STABILITY: SURFACE MOTION
 CO1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1676+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1676
 CO1676  HISTORY     - Date     Condition        Report By
 CO1676  HISTORY     - 1989     MONUMENTED       MSHD
 CO1676
 CO1676                          STATION DESCRIPTION
 CO1676
 CO1676'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1676'MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF BRAXTON, IN A
 CO1676'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.5 MI (5.6
 CO1676'KM) NORTHWEST OF D LO, 6 MI (9.7 KM) NORTHWEST OF MENDENHALL AND IS
 CO1676'IN SECTION 13, T 2N, R 3E.  TO REACH FROM THE U.S HIGHWAY 49 BRIDGE
 CO1676'OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO NORTHWEST
 CO1676'ON U.S. HIGHWAY 49 FOR 5.2 MI (8.4 KM) TO THE MARK ON THE RIGHT.
 CO1676'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CO1676'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 24 INCH ROUND CONCRETE
 CO1676'PIPE CULVERT, 45 FT (13.7 M) NORTHEAST OF THE CENTER OF HIGHWAY 49
 CO1676'AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1677 ***********************************************************************
 CO1677  DESIGNATION -  49 V 299
 CO1677  PID         -  CO1677
 CO1677  STATE/COUNTY-  MS/SIMPSON
 CO1677  USGS QUAD   -  BRAXTON (1975)
 CO1677
 CO1677                         *CURRENT SURVEY CONTROL
 CO1677  ___________________________________________________________________
 CO1677* NAD 83(1986)-  32 01 33.     (N)    089 57 37.     (W)     SCALED    
 CO1677* NAVD 88     -       106.076  (meters)     348.02   (feet)  ADJUSTED  
 CO1677  ___________________________________________________________________
 CO1677  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CO1677  DYNAMIC HT  -         105.951 (meters)     347.61  (feet)  COMP
 CO1677  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 CO1677
 CO1677  VERT ORDER  -  SECOND    CLASS II
 CO1677
 CO1677.The horizontal coordinates were scaled from a topographic map and have
 CO1677.an estimated accuracy of +/- 6 seconds.
 CO1677
 CO1677.The orthometric height was determined by differential leveling
 CO1677.and adjusted in May 1996.
 CO1677
 CO1677.The geoid height was determined by GEOID03.
 CO1677
 CO1677.The dynamic height is computed by dividing the NAVD 88
 CO1677.geopotential number by the normal gravity value computed on the
 CO1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1677.degrees latitude (g = 980.6199 gals.).
 CO1677
 CO1677.The modeled gravity was interpolated from observed gravity values.
 CO1677
 CO1677;                    North         East    Units  Estimated Accuracy
 CO1677;SPC MS W     -   280,080.      735,240.      MT  (+/- 180 meters Scaled)
 CO1677
 CO1677                          SUPERSEDED SURVEY CONTROL
 CO1677
 CO1677.No superseded survey control is available for this station.
 CO1677
 CO1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA204471(NAD 83)
 CO1677_MARKER: DD = SURVEY DISK
 CO1677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1677_SP_SET: PIPE CULVERT
 CO1677_STAMPING: BM 49 V 299 1989
 CO1677_MARK LOGO: MSHD  
 CO1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1677+STABILITY: SURFACE MOTION
 CO1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1677+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1677
 CO1677  HISTORY     - Date     Condition        Report By
 CO1677  HISTORY     - 1989     MONUMENTED       MSHD
 CO1677
 CO1677                          STATION DESCRIPTION
 CO1677
 CO1677'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1677'MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHWEST OF MENDENHALL, IN A
 CO1677'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.2 MI (6.8
 CO1677'KM) NORTHWEST OF D LO, 0.8 MI (1.3 KM) SOUTHEAST OF BRAXTON, 0.1 MI
 CO1677'(0.2 KM) NORTHWEST OF THE CALVARY BAPTIST CHURCH AND IS IN SECTION
 CO1677'11, T 2N, R 3E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 CO1677'HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO NORTHWEST ON U.S.
 CO1677'HIGHWAY 49 FOR 6 MI (9.7 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 CO1677'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF
 CO1677'THE NORTHEAST HEADWALL OF A 30 INCH ROUND CONCRETE PIPE CULVERT, 40
 CO1677'FT (12.2 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CO1677'HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF HTE
 CO1677'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3303 ***********************************************************************
 BH3303  DESIGNATION -  49 V 3 A
 BH3303  PID         -  BH3303
 BH3303  STATE/COUNTY-  MS/HARRISON
 BH3303  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3303
 BH3303                         *CURRENT SURVEY CONTROL
 BH3303  ___________________________________________________________________
 BH3303* NAD 83(1986)-  30 27 05.     (N)    089 06 07.     (W)     SCALED    
 BH3303* NAVD 88     -        11.098  (meters)      36.41   (feet)  ADJUSTED  
 BH3303  ___________________________________________________________________
 BH3303  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH3303  DYNAMIC HT  -          11.083 (meters)      36.36  (feet)  COMP
 BH3303  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 BH3303
 BH3303  VERT ORDER  -  SECOND    CLASS II
 BH3303
 BH3303.The horizontal coordinates were scaled from a topographic map and have
 BH3303.an estimated accuracy of +/- 6 seconds.
 BH3303
 BH3303.The orthometric height was determined by differential leveling
 BH3303.and adjusted in May 1996.
 BH3303
 BH3303.The geoid height was determined by GEOID03.
 BH3303
 BH3303.The dynamic height is computed by dividing the NAVD 88
 BH3303.geopotential number by the normal gravity value computed on the
 BH3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3303.degrees latitude (g = 980.6199 gals.).
 BH3303
 BH3303.The modeled gravity was interpolated from observed gravity values.
 BH3303
 BH3303;                    North         East    Units  Estimated Accuracy
 BH3303;SPC MS E     -   105,490.      274,200.      MT  (+/- 180 meters Scaled)
 BH3303
 BH3303                          SUPERSEDED SURVEY CONTROL
 BH3303
 BH3303.No superseded survey control is available for this station.
 BH3303
 BH3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU981706(NAD 83)
 BH3303_MARKER: DD = SURVEY DISK
 BH3303_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3303_SP_SET: DROP INLET
 BH3303_STAMPING: BM 49 V 3A 1988
 BH3303_MARK LOGO: MSHD  
 BH3303_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3303+STABILITY: SURFACE MOTION
 BH3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3303+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3303
 BH3303  HISTORY     - Date     Condition        Report By
 BH3303  HISTORY     - 1988     MONUMENTED       MSHD
 BH3303
 BH3303                          STATION DESCRIPTION
 BH3303
 BH3303'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3303'MARK IS LOCATED ABOUT 5.75 MI (9.25 KM) NORTH OF GULFPORT, ON THE
 BH3303'EAST R.O.W. OF U.S. HIGHWAY 49, 3.3 MI (5.3 KM) SOUTH OF LYMAN AND
 BH3303'IS IN SECTION 9, T 7S.  R 11W.  TO REACH FROM THE I-10 BRIDGE OVER
 BH3303'U.S. HIGHWAY 49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S.
 BH3303'HIGHWAY 49 FOR 1.3 MI (2.1 KM) TO THE MARK ON THE THE RIGHT.  MARK IS
 BH3303'A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE
 BH3303'SOUTHWEST CORNER OF A CONCRETE DROP INLET, ABOUT 3 FT (0.9 M) BELOW
 BH3303'THE LEVEL OF THE HIGHWAY, 53.5 FT (16.3 M) WEST OF THE NORTHWEST
 BH3303'CORNER OF A PIZZA HUT BUILDING, 42 FT (12.8 M) EAST OF THE CENTER OF
 BH3303'THE NORTH BOUND LANE OF HIGHWAY 49 AND 40.5 FT (12.3 M) SOUTHWEST OF
 BH3303'THE CENTER OF A SOUTH CENTRAL MAN HOLE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0120 ***********************************************************************
 CP0120  DESIGNATION -  49 V 30
 CP0120  PID         -  CP0120
 CP0120  STATE/COUNTY-  MS/YAZOO
 CP0120  USGS QUAD   -  BENTONIA (1988)
 CP0120
 CP0120                         *CURRENT SURVEY CONTROL
 CP0120  ___________________________________________________________________
 CP0120* NAD 83(1986)-  32 44 11.     (N)    090 22 24.     (W)     SCALED    
 CP0120* NAVD 88     -        84.418  (meters)     276.96   (feet)  ADJUSTED  
 CP0120  ___________________________________________________________________
 CP0120  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CP0120  DYNAMIC HT  -          84.323 (meters)     276.65  (feet)  COMP
 CP0120  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CP0120
 CP0120  VERT ORDER  -  SECOND    CLASS 0
 CP0120
 CP0120.The horizontal coordinates were scaled from a topographic map and have
 CP0120.an estimated accuracy of +/- 6 seconds.
 CP0120
 CP0120.The orthometric height was determined by differential leveling
 CP0120.and adjusted in June 1991.
 CP0120
 CP0120.The geoid height was determined by GEOID03.
 CP0120
 CP0120.The dynamic height is computed by dividing the NAVD 88
 CP0120.geopotential number by the normal gravity value computed on the
 CP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0120.degrees latitude (g = 980.6199 gals.).
 CP0120
 CP0120.The modeled gravity was interpolated from observed gravity values.
 CP0120
 CP0120;                    North         East    Units  Estimated Accuracy
 CP0120;SPC MS W     -   358,810.      696,250.      MT  (+/- 180 meters Scaled)
 CP0120
 CP0120                          SUPERSEDED SURVEY CONTROL
 CP0120
 CP0120  NGVD 29 (??/??/92)   84.498  (m)          277.22   (f) ADJ UNCH    2 0
 CP0120
 CP0120.Superseded values are not recommended for survey control.
 CP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0120.See file dsdata.txt to determine how the superseded data were derived.
 CP0120
 CP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461251(NAD 83)
 CP0120_MARKER: DD = SURVEY DISK
 CP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0120_STAMPING: BM 49V-30 (1960)
 CP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0120+STABILITY: SURFACE MOTION
 CP0120
 CP0120  HISTORY     - Date     Condition        Report By
 CP0120  HISTORY     - 1960     MONUMENTED       MSHD
 CP0120  HISTORY     - 1966     GOOD             MSHD
 CP0120  HISTORY     - 1973     GOOD             NGS
 CP0120
 CP0120                          STATION DESCRIPTION
 CP0120
 CP0120'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0120'6.8 MI NW FROM BENTONIA.
 CP0120'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0120'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN RIGHT AND
 CP0120'GO 5.4 MILES TO A CROSSROADS, CONTINUE FOR 1.35 MILES TO A DRIVEWAY
 CP0120'LEADING INTO A GRAVEL PIT ON THE RIGHT AND THE MARK AS DESCRIBED. IT
 CP0120'IS 51.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BOX CULVER, 31
 CP0120'FEET NORTH OF THE APPROXIMATE CENTER OF DRIVEWAY TO PIT, 21.5 FEET
 CP0120'SOUTHEAST OF STATION NO. 500, AND 15.6 FEET EAST OF CENTER OF HIGHWAY
 CP0120'49.
 CP0120
 CP0120                          STATION RECOVERY (1973)
 CP0120
 CP0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1681 ***********************************************************************
 CO1681  DESIGNATION -  49 V 300
 CO1681  PID         -  CO1681
 CO1681  STATE/COUNTY-  MS/SIMPSON
 CO1681  USGS QUAD   -  BRAXTON (1975)
 CO1681
 CO1681                         *CURRENT SURVEY CONTROL
 CO1681  ___________________________________________________________________
 CO1681* NAD 83(1986)-  32 02 01.     (N)    089 58 00.     (W)     SCALED    
 CO1681* NAVD 88     -       106.904  (meters)     350.73   (feet)  ADJUSTED  
 CO1681  ___________________________________________________________________
 CO1681  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CO1681  DYNAMIC HT  -         106.778 (meters)     350.32  (feet)  COMP
 CO1681  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 CO1681
 CO1681  VERT ORDER  -  SECOND    CLASS II
 CO1681
 CO1681.The horizontal coordinates were scaled from a topographic map and have
 CO1681.an estimated accuracy of +/- 6 seconds.
 CO1681
 CO1681.The orthometric height was determined by differential leveling
 CO1681.and adjusted in May 1996.
 CO1681
 CO1681.The geoid height was determined by GEOID03.
 CO1681
 CO1681.The dynamic height is computed by dividing the NAVD 88
 CO1681.geopotential number by the normal gravity value computed on the
 CO1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1681.degrees latitude (g = 980.6199 gals.).
 CO1681
 CO1681.The modeled gravity was interpolated from observed gravity values.
 CO1681
 CO1681;                    North         East    Units  Estimated Accuracy
 CO1681;SPC MS W     -   280,940.      734,630.      MT  (+/- 180 meters Scaled)
 CO1681
 CO1681                          SUPERSEDED SURVEY CONTROL
 CO1681
 CO1681.No superseded survey control is available for this station.
 CO1681
 CO1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA198480(NAD 83)
 CO1681_MARKER: DD = SURVEY DISK
 CO1681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1681_SP_SET: PIPE CULVERT
 CO1681_STAMPING: BM 49 V 300 1989
 CO1681_MARK LOGO: MSHD  
 CO1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1681+STABILITY: SURFACE MOTION
 CO1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1681+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1681
 CO1681  HISTORY     - Date     Condition        Report By
 CO1681  HISTORY     - 1989     MONUMENTED       MSHD
 CO1681
 CO1681                          STATION DESCRIPTION
 CO1681
 CO1681'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1681'MARK IS LOCATES ABOUT 7.5 MI (12.1 KM) NORTHWEST OF MENDENHALL, IN A
 CO1681'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.2 MI (8.4
 CO1681'KM) NORTHWEST OF D LO, 0.7 MI (1.1 KM) NORTH NORTHEAST OF BRAXTON AND
 CO1681'IS IN SECTION 2, T 2N, R 3E.  TO REACH FROM THE U.S. HIGHWAY 49
 CO1681'BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO
 CO1681'NORTHWEST ON U.S. HIGHWAY 49 FOR 6.7 MI (10.8 KM) TO THE MARK ON THE
 CO1681'RIGHT ABOUT 100 YDS BEFORE REACHING A CROSSROAD.  MARK IS A MSHD
 CO1681'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 CO1681'NORTHEAST HEADWALL OF A 48 INCH ROUND CONCRETE PIPE CULVERT, 46 FT
 CO1681'(14.0 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 CO1681'49 AND IS ABOUT 10 FT (3.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1682 ***********************************************************************
 CO1682  DESIGNATION -  49 V 301
 CO1682  PID         -  CO1682
 CO1682  STATE/COUNTY-  MS/SIMPSON
 CO1682  USGS QUAD   -  BRAXTON (1975)
 CO1682
 CO1682                         *CURRENT SURVEY CONTROL
 CO1682  ___________________________________________________________________
 CO1682* NAD 83(1986)-  32 02 41.     (N)    089 58 44.     (W)     SCALED    
 CO1682* NAVD 88     -       114.989  (meters)     377.26   (feet)  ADJUSTED  
 CO1682  ___________________________________________________________________
 CO1682  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CO1682  DYNAMIC HT  -         114.853 (meters)     376.81  (feet)  COMP
 CO1682  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 CO1682
 CO1682  VERT ORDER  -  SECOND    CLASS II
 CO1682
 CO1682.The horizontal coordinates were scaled from a topographic map and have
 CO1682.an estimated accuracy of +/- 6 seconds.
 CO1682
 CO1682.The orthometric height was determined by differential leveling
 CO1682.and adjusted in May 1996.
 CO1682
 CO1682.The geoid height was determined by GEOID03.
 CO1682
 CO1682.The dynamic height is computed by dividing the NAVD 88
 CO1682.geopotential number by the normal gravity value computed on the
 CO1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1682.degrees latitude (g = 980.6199 gals.).
 CO1682
 CO1682.The modeled gravity was interpolated from observed gravity values.
 CO1682
 CO1682;                    North         East    Units  Estimated Accuracy
 CO1682;SPC MS W     -   282,160.      733,480.      MT  (+/- 180 meters Scaled)
 CO1682
 CO1682                          SUPERSEDED SURVEY CONTROL
 CO1682
 CO1682.No superseded survey control is available for this station.
 CO1682
 CO1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA187492(NAD 83)
 CO1682_MARKER: DD = SURVEY DISK
 CO1682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1682_SP_SET: PIPE CULVERT
 CO1682_STAMPING: BM 49 V 301 1989
 CO1682_MARK LOGO: MSHD  
 CO1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1682+STABILITY: SURFACE MOTION
 CO1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1682+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1682
 CO1682  HISTORY     - Date     Condition        Report By
 CO1682  HISTORY     - 1989     MONUMENTED       MSHD
 CO1682
 CO1682                          STATION DESCRIPTION
 CO1682
 CO1682'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1682'MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF MENDENHALL, IN A
 CO1682'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 5.2 MI (8.4
 CO1682'KM) SOUTHEAST OF STAR, 1.4 MI (2.3 KM) MORTH NORTHWEST OF BRAXTON,
 CO1682'0.6 MI (1.0 KM) SOUTHEAST OF THE RANKING-SIMPSON COUNTY LINE AND IS
 CO1682'IN SECTION 3, T 2N, R 3E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 CO1682'OVER STATE HIGHWAY 13 AT THE NORTH EDGE OF MENDENHALL, GO NORTHWEST
 CO1682'ON U.S. HIGHWAY 49 FOR 7.65 MI (12.31 KM) TO THE MARK ON THE LEFT(
 CO1682'ABOUT 0.1 MI (0.2 KM) BEFORE REACHING A CROSSROAD ).  MARK IS A MSHD
 CO1682'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 CO1682'SOUTHWEST HEADWALL OF A 36 INCH ROUND CONCRETE PIPE CULVERT, 42.5 FT
 CO1682'(13.0 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY
 CO1682'49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1683 ***********************************************************************
 CO1683  DESIGNATION -  49 V 302
 CO1683  PID         -  CO1683
 CO1683  STATE/COUNTY-  MS/RANKIN
 CO1683  USGS QUAD   -  BRAXTON (1975)
 CO1683
 CO1683                         *CURRENT SURVEY CONTROL
 CO1683  ___________________________________________________________________
 CO1683* NAD 83(1986)-  32 03 15.     (N)    089 59 23.     (W)     SCALED    
 CO1683* NAVD 88     -       116.845  (meters)     383.35   (feet)  ADJUSTED  
 CO1683  ___________________________________________________________________
 CO1683  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CO1683  DYNAMIC HT  -         116.707 (meters)     382.90  (feet)  COMP
 CO1683  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 CO1683
 CO1683  VERT ORDER  -  SECOND    CLASS II
 CO1683
 CO1683.The horizontal coordinates were scaled from a topographic map and have
 CO1683.an estimated accuracy of +/- 6 seconds.
 CO1683
 CO1683.The orthometric height was determined by differential leveling
 CO1683.and adjusted in May 1996.
 CO1683
 CO1683.The geoid height was determined by GEOID03.
 CO1683
 CO1683.The dynamic height is computed by dividing the NAVD 88
 CO1683.geopotential number by the normal gravity value computed on the
 CO1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1683.degrees latitude (g = 980.6199 gals.).
 CO1683
 CO1683.The modeled gravity was interpolated from observed gravity values.
 CO1683
 CO1683;                    North         East    Units  Estimated Accuracy
 CO1683;SPC MS W     -   283,210.      732,450.      MT  (+/- 180 meters Scaled)
 CO1683
 CO1683                          SUPERSEDED SURVEY CONTROL
 CO1683
 CO1683.No superseded survey control is available for this station.
 CO1683
 CO1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA177503(NAD 83)
 CO1683_MARKER: DD = SURVEY DISK
 CO1683_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1683_SP_SET: BOX CULVERT
 CO1683_STAMPING: BM 49 V 302 1989
 CO1683_MARK LOGO: MSHD  
 CO1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1683+STABILITY: SURFACE MOTION
 CO1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1683+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CO1683
 CO1683  HISTORY     - Date     Condition        Report By
 CO1683  HISTORY     - 1989     MONUMENTED       MSHD
 CO1683
 CO1683                          STATION DESCRIPTION
 CO1683
 CO1683'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1683'MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF MENDENHALL, IN A
 CO1683'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.2 MI (6.8
 CO1683'KM) SOUTHEAST OF STAR, 2.4 MI (3.9 KM) NORTHWEST OF BRAXTON, 0.5 MI
 CO1683'(0.8 KM) NORTHWEST OF THE SIMPSON COUNTY LINE, 0.5 MI (0.8 KM)
 CO1683'SOUTHEAST OF THE ENTRANCE TO PINEY WOODS SCHOOL AND IS IN SECTION 33,
 CO1683'T 3N, R 3E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE
 CO1683'HIGHWAY 13, AT THE NORTH EDGE OF MENDENHALL, GO NORTHWEST ON U.S.
 CO1683'HIGHWAY 49 FOR 8.7 MI (14.0 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 CO1683'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF
 CO1683'RHE NORTHEAST HEADWALL OF A 6 X 4 FOOT CONCRETE BOX CULVERT, 32.5 FT
 CO1683'(9.9 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49
 CO1683'AND IS ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3462 ***********************************************************************
 CP3462  DESIGNATION -  49 V 303
 CP3462  PID         -  CP3462
 CP3462  STATE/COUNTY-  MS/RANKIN
 CP3462  USGS QUAD   -  STAR (1971)
 CP3462
 CP3462                         *CURRENT SURVEY CONTROL
 CP3462  ___________________________________________________________________
 CP3462* NAD 83(1986)-  32 03 40.     (N)    090 00 00.     (W)     SCALED    
 CP3462* NAVD 88     -       117.623  (meters)     385.90   (feet)  ADJUSTED  
 CP3462  ___________________________________________________________________
 CP3462  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP3462  DYNAMIC HT  -         117.484 (meters)     385.45  (feet)  COMP
 CP3462  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 CP3462
 CP3462  VERT ORDER  -  SECOND    CLASS II
 CP3462
 CP3462.The horizontal coordinates were scaled from a topographic map and have
 CP3462.an estimated accuracy of +/- 6 seconds.
 CP3462
 CP3462.The orthometric height was determined by differential leveling
 CP3462.and adjusted in May 1996.
 CP3462
 CP3462.The geoid height was determined by GEOID03.
 CP3462
 CP3462.The dynamic height is computed by dividing the NAVD 88
 CP3462.geopotential number by the normal gravity value computed on the
 CP3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3462.degrees latitude (g = 980.6199 gals.).
 CP3462
 CP3462.The modeled gravity was interpolated from observed gravity values.
 CP3462
 CP3462;                    North         East    Units  Estimated Accuracy
 CP3462;SPC MS W     -   283,970.      731,480.      MT  (+/- 180 meters Scaled)
 CP3462
 CP3462                          SUPERSEDED SURVEY CONTROL
 CP3462
 CP3462.No superseded survey control is available for this station.
 CP3462
 CP3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR832511(NAD 83)
 CP3462_MARKER: DD = SURVEY DISK
 CP3462_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3462_SP_SET: BOX CULVERT
 CP3462_STAMPING: BM 49 V 303 1990
 CP3462_MARK LOGO: MSHD  
 CP3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3462+STABILITY: SURFACE MOTION
 CP3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3462+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3462
 CP3462  HISTORY     - Date     Condition        Report By
 CP3462  HISTORY     - 1990     MONUMENTED       MSHD
 CP3462
 CP3462                          STATION DESCRIPTION
 CP3462
 CP3462'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3462'MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHWEST OF MENDENHALL, IN A
 CP3462'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 10 MI (16.1
 CP3462'KM) SOUTHEAST OF FLORENCE, 3.5 MI (5.6 KM) SOUTHEAST OF STAR AND IS
 CP3462'IN SECTON 33, T 3N, R 3E.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 CP3462'OVER STATE HIGHWAY 13, AT THE NORTH EDGE OF MENDENHALL, GO NORTHWEST
 CP3462'ON U.S. HIGHWAY 49 FOR 9.35 MI (15.05 KM) TO THE ENTRANCE TO PINY
 CP3462'WOODS SCHOOL ON THE RIGHT, CONTINUE NORTHWEST ON HIGHWAY 49 FOR 0.1
 CP3462'MI (0.2 KM) TO THE MARK ON THE RIGHT.  THE MARK ALSO CAN BE REACHED
 CP3462'FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469 AT
 CP3462'THE EAST EDGE OF FLORENCE, BY GOING SOUTHEAST ON U.S. HIGHWAY 49 FOR
 CP3462'9.5 MI (15.3 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE
 CP3462'MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 CP3462'HEADWALL OF A 15 X 6 FOOT CONCRETE BOX CULVERT, 36.4 FT (11.1 M)
 CP3462'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 CP3462'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3463 ***********************************************************************
 CP3463  DESIGNATION -  49 V 304
 CP3463  PID         -  CP3463
 CP3463  STATE/COUNTY-  MS/RANKIN
 CP3463  USGS QUAD   -  STAR (1971)
 CP3463
 CP3463                         *CURRENT SURVEY CONTROL
 CP3463  ___________________________________________________________________
 CP3463* NAD 83(1986)-  32 04 18.     (N)    090 00 40.     (W)     SCALED    
 CP3463* NAVD 88     -       121.471  (meters)     398.53   (feet)  ADJUSTED  
 CP3463  ___________________________________________________________________
 CP3463  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP3463  DYNAMIC HT  -         121.327 (meters)     398.05  (feet)  COMP
 CP3463  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 CP3463
 CP3463  VERT ORDER  -  SECOND    CLASS II
 CP3463
 CP3463.The horizontal coordinates were scaled from a topographic map and have
 CP3463.an estimated accuracy of +/- 6 seconds.
 CP3463
 CP3463.The orthometric height was determined by differential leveling
 CP3463.and adjusted in May 1996.
 CP3463
 CP3463.The geoid height was determined by GEOID03.
 CP3463
 CP3463.The dynamic height is computed by dividing the NAVD 88
 CP3463.geopotential number by the normal gravity value computed on the
 CP3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3463.degrees latitude (g = 980.6199 gals.).
 CP3463
 CP3463.The modeled gravity was interpolated from observed gravity values.
 CP3463
 CP3463;                    North         East    Units  Estimated Accuracy
 CP3463;SPC MS W     -   285,140.      730,420.      MT  (+/- 180 meters Scaled)
 CP3463
 CP3463                          SUPERSEDED SURVEY CONTROL
 CP3463
 CP3463.No superseded survey control is available for this station.
 CP3463
 CP3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR821522(NAD 83)
 CP3463_MARKER: DD = SURVEY DISK
 CP3463_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3463_SP_SET: BOX CULVERT
 CP3463_STAMPING: BM 49 V 304 1990
 CP3463_MARK LOGO: MSHD  
 CP3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3463+STABILITY: SURFACE MOTION
 CP3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3463+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3463
 CP3463  HISTORY     - Date     Condition        Report By
 CP3463  HISTORY     - 1990     MONUMENTED       MSHD
 CP3463
 CP3463                          STATION DESCRIPTION
 CP3463
 CP3463'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3463'MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF FLORENCE, IN A
 CP3463'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.8 MI (6.1
 CP3463'KM) NORTHWEST OF BRAXTON, 2.6 MI (4.2 KM) SOUTHEAST OF STAR, 0.8 MI
 CP3463'(1.3 KM) NORTHWEST OF THE ENTRANCE TO PINY WOODS SCHOOL AND IS IN
 CP3463'SECTION 29, T 3N.  R 3E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP3463'HIGHWAY 49 AND STATE HIGHWAY 469 AT THE EAST EDGE OF FLORENCE, GO
 CP3463'SOUTHEAST ON U.S. HIGHWAY 49 FOR 8.8 MI (14.2 KM) TO THE MARK ON THE
 CP3463'LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 CP3463'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 22 X 11 FOOT CONCRETE
 CP3463'BOX CULVERT, 36.6 FT (11.2 M) NORTHEAST OF THE CENTER OF THE NORTH
 CP3463'BOUND LANE OF HIGHWAY 49 AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF
 CP3463'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3464 ***********************************************************************
 CP3464  DESIGNATION -  49 V 305
 CP3464  PID         -  CP3464
 CP3464  STATE/COUNTY-  MS/RANKIN
 CP3464  USGS QUAD   -  STAR (1971)
 CP3464
 CP3464                         *CURRENT SURVEY CONTROL
 CP3464  ___________________________________________________________________
 CP3464* NAD 83(1986)-  32 04 51.     (N)    090 01 37.     (W)     SCALED    
 CP3464* NAVD 88     -       143.145  (meters)     469.63   (feet)  ADJUSTED  
 CP3464  ___________________________________________________________________
 CP3464  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3464  DYNAMIC HT  -         142.976 (meters)     469.08  (feet)  COMP
 CP3464  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 CP3464
 CP3464  VERT ORDER  -  SECOND    CLASS II
 CP3464
 CP3464.The horizontal coordinates were scaled from a topographic map and have
 CP3464.an estimated accuracy of +/- 6 seconds.
 CP3464
 CP3464.The orthometric height was determined by differential leveling
 CP3464.and adjusted in May 1996.
 CP3464
 CP3464.The geoid height was determined by GEOID03.
 CP3464
 CP3464.The dynamic height is computed by dividing the NAVD 88
 CP3464.geopotential number by the normal gravity value computed on the
 CP3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3464.degrees latitude (g = 980.6199 gals.).
 CP3464
 CP3464.The modeled gravity was interpolated from observed gravity values.
 CP3464
 CP3464;                    North         East    Units  Estimated Accuracy
 CP3464;SPC MS W     -   286,150.      728,930.      MT  (+/- 180 meters Scaled)
 CP3464
 CP3464                          SUPERSEDED SURVEY CONTROL
 CP3464
 CP3464.No superseded survey control is available for this station.
 CP3464
 CP3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR806532(NAD 83)
 CP3464_MARKER: DD = SURVEY DISK
 CP3464_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3464_SP_SET: BOX CULVERT
 CP3464_STAMPING: BM 49 V 305 1990
 CP3464_MARK LOGO: MSHD  
 CP3464_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3464+STABILITY: SURFACE MOTION
 CP3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3464+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3464
 CP3464  HISTORY     - Date     Condition        Report By
 CP3464  HISTORY     - 1990     MONUMENTED       MSHD
 CP3464
 CP3464                          STATION DESCRIPTION
 CP3464
 CP3464'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3464'MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTEHAST OF FLORENCE, IN A
 CP3464'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5 MI (8.0 KM)
 CP3464'NORTHWEST OF BRAXTON, 1.4 MI (2.3 KM) SOUTHEAST OF STAR, 2 MI (3.2
 CP3464'KM) NORTHWEST OF THE ENTRANCE TO PINEY WOODS SCHOOL AND IS IN SECTION
 CP3464'19, T3N.  R 3E.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 49
 CP3464'AND STATE HIGHWAY 469 AT THE EAST EDGE OF FLORENCE, GO SOUTHEAST ON
 CP3464'U.S. HIGHWAY 49 FOR 7.6 MI (12.2 KM) TO THE MARK ON THE LEFT.  MARK
 CP3464'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 CP3464'END OF THE NORTHEAST HEADWALL OF A 3 X 2 FOOT CONCRETE BOX CULVERT,
 CP3464'52.4FT NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49,
 CP3464'23 FT (7.0 M) SOUTHWEST OF A 12 INCH PINE AND IS ABOUT 5 FT (1.5 M)
 CP3464'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3468 ***********************************************************************
 CP3468  DESIGNATION -  49 V 306
 CP3468  PID         -  CP3468
 CP3468  STATE/COUNTY-  MS/RANKIN
 CP3468  USGS QUAD   -  STAR (1971)
 CP3468
 CP3468                         *CURRENT SURVEY CONTROL
 CP3468  ___________________________________________________________________
 CP3468* NAD 83(1986)-  32 05 34.     (N)    090 02 17.     (W)     SCALED    
 CP3468* NAVD 88     -       131.102  (meters)     430.12   (feet)  ADJUSTED  
 CP3468  ___________________________________________________________________
 CP3468  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3468  DYNAMIC HT  -         130.948 (meters)     429.62  (feet)  COMP
 CP3468  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 CP3468
 CP3468  VERT ORDER  -  SECOND    CLASS II
 CP3468
 CP3468.The horizontal coordinates were scaled from a topographic map and have
 CP3468.an estimated accuracy of +/- 6 seconds.
 CP3468
 CP3468.The orthometric height was determined by differential leveling
 CP3468.and adjusted in May 1996.
 CP3468
 CP3468.The geoid height was determined by GEOID03.
 CP3468
 CP3468.The dynamic height is computed by dividing the NAVD 88
 CP3468.geopotential number by the normal gravity value computed on the
 CP3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3468.degrees latitude (g = 980.6199 gals.).
 CP3468
 CP3468.The modeled gravity was interpolated from observed gravity values.
 CP3468
 CP3468;                    North         East    Units  Estimated Accuracy
 CP3468;SPC MS W     -   287,480.      727,870.      MT  (+/- 180 meters Scaled)
 CP3468
 CP3468                          SUPERSEDED SURVEY CONTROL
 CP3468
 CP3468.No superseded survey control is available for this station.
 CP3468
 CP3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR795545(NAD 83)
 CP3468_MARKER: DD = SURVEY DISK
 CP3468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3468_SP_SET: PIPE CULVERT
 CP3468_STAMPING: BM 49 V 306 1990
 CP3468_MARK LOGO: MSHD  
 CP3468_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3468+STABILITY: SURFACE MOTION
 CP3468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3468+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3468
 CP3468  HISTORY     - Date     Condition        Report By
 CP3468  HISTORY     - 1990     MONUMENTED       MSHD
 CP3468
 CP3468                          STATION DESCRIPTION
 CP3468
 CP3468'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3468'MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF FLORENCE IN, A
 CP3468'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.5 MI (0.8
 CP3468'KM) SOUTHEAST OF STAR, 0.4 MI (0.6 KM) SOUTHEAST OF A CR0OSSROAD AND
 CP3468'IS IN SECTION 18, T 3N, R 3E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP3468'HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE, GO
 CP3468'SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.2 MI (8.4 KM) TO THE RAILROAD
 CP3468'OVERPASS NEAR STAR, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 1.4 MI (2.3
 CP3468'KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET A DRILL HOLE IN
 CP3468'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 48 INCH ROUND
 CP3468'CONCRETE PIPE CULVERT, 92 FT (28.0 M) NORTHWEST OF THE MCLAURIN
 CP3468'SCHOOL SIGN, 63 FT (19.2 M) SOUTHEAST OF THE CENTER OF A PAVED DRIVE
 CP3468'LEADING NORTHEAST, 40.5 FT (12.3 M) NORTHEAST OF THE CENTER OF THE
 CP3468'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE
 CP3468'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3469 ***********************************************************************
 CP3469  DESIGNATION -  49 V 307
 CP3469  PID         -  CP3469
 CP3469  STATE/COUNTY-  MS/RANKIN
 CP3469  USGS QUAD   -  STAR (1971)
 CP3469
 CP3469                         *CURRENT SURVEY CONTROL
 CP3469  ___________________________________________________________________
 CP3469* NAD 83(1986)-  32 05 59.     (N)    090 02 47.     (W)     SCALED    
 CP3469* NAVD 88     -       117.212  (meters)     384.55   (feet)  ADJUSTED  
 CP3469  ___________________________________________________________________
 CP3469  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP3469  DYNAMIC HT  -         117.073 (meters)     384.10  (feet)  COMP
 CP3469  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 CP3469
 CP3469  VERT ORDER  -  SECOND    CLASS II
 CP3469
 CP3469.The horizontal coordinates were scaled from a topographic map and have
 CP3469.an estimated accuracy of +/- 6 seconds.
 CP3469
 CP3469.The orthometric height was determined by differential leveling
 CP3469.and adjusted in May 1996.
 CP3469
 CP3469.The geoid height was determined by GEOID03.
 CP3469
 CP3469.The dynamic height is computed by dividing the NAVD 88
 CP3469.geopotential number by the normal gravity value computed on the
 CP3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3469.degrees latitude (g = 980.6199 gals.).
 CP3469
 CP3469.The modeled gravity was interpolated from observed gravity values.
 CP3469
 CP3469;                    North         East    Units  Estimated Accuracy
 CP3469;SPC MS W     -   288,240.      727,080.      MT  (+/- 180 meters Scaled)
 CP3469
 CP3469                          SUPERSEDED SURVEY CONTROL
 CP3469
 CP3469.No superseded survey control is available for this station.
 CP3469
 CP3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR787553(NAD 83)
 CP3469_MARKER: DD = SURVEY DISK
 CP3469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3469_SP_SET: PIPE CULVERT
 CP3469_STAMPING: BM 49 V 307 1990
 CP3469_MARK LOGO: MSHD  
 CP3469_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3469+STABILITY: SURFACE MOTION
 CP3469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3469+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3469
 CP3469  HISTORY     - Date     Condition        Report By
 CP3469  HISTORY     - 1990     MONUMENTED       MSHD
 CP3469
 CP3469                          STATION DESCRIPTION
 CP3469
 CP3469'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3469'MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF FLORENCE, IN A
 CP3469'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 0.5 MI (0.8
 CP3469'KM) NORTH OF STAR AND IS IN SECTION 13, T 3N, R 2E.  TO REACH FROM
 CP3469'THE INERDECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT THE
 CP3469'EAST EDGE OF FLORENCE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.2 MI
 CP3469'(8.4 KM) TO THE RAILROAD OVERPASS NEAR STAR, CONTINUE SOUTHEAST ON
 CP3469'HIGHWAY 49 FOR 0.7 MI (1.1 KM) TO THE MARK ON THE LEFT.  MARK IS A
 CP3469'MSHD DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 CP3469'HEADWALL OF A 48 INCH ROUND CONCRETE PIPE CULVERT, 63.5 FT (19.4 M)
 CP3469'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 CP3469'ABOUT 15 FT (4.6 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3470 ***********************************************************************
 CP3470  DESIGNATION -  49 V 308
 CP3470  PID         -  CP3470
 CP3470  STATE/COUNTY-  MS/RANKIN
 CP3470  USGS QUAD   -  STAR (1971)
 CP3470
 CP3470                         *CURRENT SURVEY CONTROL
 CP3470  ___________________________________________________________________
 CP3470* NAD 83(1986)-  32 06 29.     (N)    090 03 11.     (W)     SCALED    
 CP3470* NAVD 88     -       112.025  (meters)     367.54   (feet)  ADJUSTED  
 CP3470  ___________________________________________________________________
 CP3470  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP3470  DYNAMIC HT  -         111.892 (meters)     367.10  (feet)  COMP
 CP3470  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 CP3470
 CP3470  VERT ORDER  -  SECOND    CLASS II
 CP3470
 CP3470.The horizontal coordinates were scaled from a topographic map and have
 CP3470.an estimated accuracy of +/- 6 seconds.
 CP3470
 CP3470.The orthometric height was determined by differential leveling
 CP3470.and adjusted in May 1996.
 CP3470
 CP3470.The geoid height was determined by GEOID03.
 CP3470
 CP3470.The dynamic height is computed by dividing the NAVD 88
 CP3470.geopotential number by the normal gravity value computed on the
 CP3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3470.degrees latitude (g = 980.6199 gals.).
 CP3470
 CP3470.The modeled gravity was interpolated from observed gravity values.
 CP3470
 CP3470;                    North         East    Units  Estimated Accuracy
 CP3470;SPC MS W     -   289,170.      726,450.      MT  (+/- 180 meters Scaled)
 CP3470
 CP3470                          SUPERSEDED SURVEY CONTROL
 CP3470
 CP3470.No superseded survey control is available for this station.
 CP3470
 CP3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR780562(NAD 83)
 CP3470_MARKER: DD = SURVEY DISK
 CP3470_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3470_SP_SET: BOX CULVERT
 CP3470_STAMPING: BM 49 V 308 1990
 CP3470_MARK LOGO: MSHD  
 CP3470_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3470+STABILITY: SURFACE MOTION
 CP3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3470+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3470
 CP3470  HISTORY     - Date     Condition        Report By
 CP3470  HISTORY     - 1990     MONUMENTED       MSHD
 CP3470
 CP3470                          STATION DESCRIPTION
 CP3470
 CP3470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3470'MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FLORENCE, IN A
 CP3470'CULVERET UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.1 MI (1.8
 CP3470'KM) NORTHWEST OF STAR, JUST NORTHWEST OF A RAILROAD OVERPASS AND IS
 CP3470'IN SECTION 12, T 3N, R 2E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP3470'HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE, GO
 CP3470'SOUTHEAST ON U.S. HIGHWAY 49 FOR 5.2 MI (8.4 KM) TO THE MARK ON THE
 CP3470'LEFT JUST BEFORE REACHING A RAILROAD OVERPASS.  MARK IS A MSHD
 CP3470'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 CP3470'NORTHEAST HEADWALL OF A 7 X 3 FOOT CONCRETE BOX CULVERT, 98.5 FT
 CP3470'(30.0 M) NORTHWEST OF THE NORTH CONCRETE PILLAR OF A RAILROAD
 CP3470'OVERPASS, 44.2 FT (13.5 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND
 CP3470'LANE OF HIGHWAY 49 AND IS ABOUT 4 FT (1.2 M) BELOW THE LEVEL OF THE
 CP3470'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3471 ***********************************************************************
 CP3471  DESIGNATION -  49 V 309
 CP3471  PID         -  CP3471
 CP3471  STATE/COUNTY-  MS/RANKIN
 CP3471  USGS QUAD   -  STAR (1971)
 CP3471
 CP3471                         *CURRENT SURVEY CONTROL
 CP3471  ___________________________________________________________________
 CP3471* NAD 83(1986)-  32 07 04.     (N)    090 04 00.     (W)     SCALED    
 CP3471* NAVD 88     -       103.386  (meters)     339.19   (feet)  ADJUSTED  
 CP3471  ___________________________________________________________________
 CP3471  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP3471  DYNAMIC HT  -         103.264 (meters)     338.79  (feet)  COMP
 CP3471  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 CP3471
 CP3471  VERT ORDER  -  SECOND    CLASS II
 CP3471
 CP3471.The horizontal coordinates were scaled from a topographic map and have
 CP3471.an estimated accuracy of +/- 6 seconds.
 CP3471
 CP3471.The orthometric height was determined by differential leveling
 CP3471.and adjusted in May 1996.
 CP3471
 CP3471.The geoid height was determined by GEOID03.
 CP3471
 CP3471.The dynamic height is computed by dividing the NAVD 88
 CP3471.geopotential number by the normal gravity value computed on the
 CP3471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3471.degrees latitude (g = 980.6199 gals.).
 CP3471
 CP3471.The modeled gravity was interpolated from observed gravity values.
 CP3471
 CP3471;                    North         East    Units  Estimated Accuracy
 CP3471;SPC MS W     -   290,240.      725,170.      MT  (+/- 180 meters Scaled)
 CP3471
 CP3471                          SUPERSEDED SURVEY CONTROL
 CP3471
 CP3471.No superseded survey control is available for this station.
 CP3471
 CP3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR767572(NAD 83)
 CP3471_MARKER: DD = SURVEY DISK
 CP3471_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3471_SP_SET: BOX CULVERT
 CP3471_STAMPING: BM 49 V 309 1990
 CP3471_MARK LOGO: MSHD  
 CP3471_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3471+STABILITY: SURFACE MOTION
 CP3471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3471+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3471
 CP3471  HISTORY     - Date     Condition        Report By
 CP3471  HISTORY     - 1990     MONUMENTED       MSHD
 CP3471
 CP3471                          STATION DESCRIPTION
 CP3471
 CP3471'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3471'MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTHEAST OF FLORENCE, IN A
 CP3471'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2 MI (3.2 KM)
 CP3471'NORTHWEST OF STAR, 1.1 MI (1.8 KM) NORTHWEST OF A RAILROAD OVERPASS
 CP3471'AND IS IN SECTION 11, T 3N, R 2E.  TO REACH FROM THE INTERSECTION OF
 CP3471'U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE,
 CP3471'GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 4.2 MI (6.8 KM) TO THE MARK ON
 CP3471'THR LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 CP3471'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 8 X 6 FOOT CONCRETE
 CP3471'BOX CULVERT, 48.3 FT (14.7 M) NORTHWEST OF TELEPHONE CABLE P.E.D.,
 CP3471'46.6 FT (14.2 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CP3471'HIGHWAY 49, 40.4 FT (12.3 M) SOUTHEAST OF A TELEPHONE CABLE P.E.D.
 CP3471'AND IS ABOUT 4 FT (1.2 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0125 ***********************************************************************
 CP0125  DESIGNATION -  49 V 31
 CP0125  PID         -  CP0125
 CP0125  STATE/COUNTY-  MS/YAZOO
 CP0125  USGS QUAD   -  BENTON (1988)
 CP0125
 CP0125                         *CURRENT SURVEY CONTROL
 CP0125  ___________________________________________________________________
 CP0125* NAD 83(1986)-  32 45 59.     (N)    090 22 21.     (W)     SCALED    
 CP0125* NAVD 88     -        77.003  (meters)     252.63   (feet)  ADJUSTED  
 CP0125  ___________________________________________________________________
 CP0125  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CP0125  DYNAMIC HT  -          76.917 (meters)     252.35  (feet)  COMP
 CP0125  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CP0125
 CP0125  VERT ORDER  -  SECOND    CLASS 0
 CP0125
 CP0125.The horizontal coordinates were scaled from a topographic map and have
 CP0125.an estimated accuracy of +/- 6 seconds.
 CP0125
 CP0125.The orthometric height was determined by differential leveling
 CP0125.and adjusted in June 1991.
 CP0125
 CP0125.The geoid height was determined by GEOID03.
 CP0125
 CP0125.The dynamic height is computed by dividing the NAVD 88
 CP0125.geopotential number by the normal gravity value computed on the
 CP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0125.degrees latitude (g = 980.6199 gals.).
 CP0125
 CP0125.The modeled gravity was interpolated from observed gravity values.
 CP0125
 CP0125;                    North         East    Units  Estimated Accuracy
 CP0125;SPC MS W     -   362,130.      696,330.      MT  (+/- 180 meters Scaled)
 CP0125
 CP0125                          SUPERSEDED SURVEY CONTROL
 CP0125
 CP0125  NGVD 29 (??/??/92)   77.084  (m)          252.90   (f) ADJ UNCH    2 0
 CP0125
 CP0125.Superseded values are not recommended for survey control.
 CP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0125.See file dsdata.txt to determine how the superseded data were derived.
 CP0125
 CP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461284(NAD 83)
 CP0125_MARKER: DD = SURVEY DISK
 CP0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0125_SP_SET: CULVERT
 CP0125_STAMPING: BM 49V-31 (1960)
 CP0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0125
 CP0125  HISTORY     - Date     Condition        Report By
 CP0125  HISTORY     - 1960     MONUMENTED       MSHD
 CP0125  HISTORY     - 1966     GOOD             MSHD
 CP0125
 CP0125                          STATION DESCRIPTION
 CP0125
 CP0125'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0125'6.8 MI SE FROM YAZOO CITY.
 CP0125'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0125'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0125'RIGHT AND GO 5.15 MILES TO THE MARK ON THE LEFT IN THE SOUTHEAST END
 CP0125'OF A BOX CULVERT.  IT IS 75 FEET EAST OF CENTER OF HIGHWAY 49 AND 10
 CP0125'FEET WEST OF A DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3475 ***********************************************************************
 CP3475  DESIGNATION -  49 V 310
 CP3475  PID         -  CP3475
 CP3475  STATE/COUNTY-  MS/RANKIN
 CP3475  USGS QUAD   -  WHITFIELD (1980)
 CP3475
 CP3475                         *CURRENT SURVEY CONTROL
 CP3475  ___________________________________________________________________
 CP3475* NAD 83(1986)-  32 08 54.     (N)    090 06 40.     (W)     SCALED    
 CP3475* NAVD 88     -        91.916  (meters)     301.56   (feet)  ADJUSTED  
 CP3475  ___________________________________________________________________
 CP3475  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3475  DYNAMIC HT  -          91.808 (meters)     301.21  (feet)  COMP
 CP3475  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CP3475
 CP3475  VERT ORDER  -  SECOND    CLASS II
 CP3475
 CP3475.The horizontal coordinates were scaled from a topographic map and have
 CP3475.an estimated accuracy of +/- 6 seconds.
 CP3475
 CP3475.The orthometric height was determined by differential leveling
 CP3475.and adjusted in May 1996.
 CP3475
 CP3475.The geoid height was determined by GEOID03.
 CP3475
 CP3475.The dynamic height is computed by dividing the NAVD 88
 CP3475.geopotential number by the normal gravity value computed on the
 CP3475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3475.degrees latitude (g = 980.6199 gals.).
 CP3475
 CP3475.The modeled gravity was interpolated from observed gravity values.
 CP3475
 CP3475;                    North         East    Units  Estimated Accuracy
 CP3475;SPC MS W     -   293,620.      720,960.      MT  (+/- 180 meters Scaled)
 CP3475
 CP3475                          SUPERSEDED SURVEY CONTROL
 CP3475
 CP3475.No superseded survey control is available for this station.
 CP3475
 CP3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR724605(NAD 83)
 CP3475_MARKER: DD = SURVEY DISK
 CP3475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3475_SP_SET: BRIDGE ABUTMENT
 CP3475_STAMPING: BM 49 V 310 1990
 CP3475_MARK LOGO: MSHD  
 CP3475_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3475+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3475
 CP3475  HISTORY     - Date     Condition        Report By
 CP3475  HISTORY     - 1990     MONUMENTED       MSHD
 CP3475
 CP3475                          STATION DESCRIPTION
 CP3475
 CP3475'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3475'MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTHEAST OF FLORENCE, IN THE
 CP3475'NORTH BOUND U.S. HIGHWAY 49 CONCRETE BRIDGE OVER STEEN CREEK, 4.4 MI
 CP3475'(7.1 KM) NORTHWEST OF STAR AND IS IN SECTION 32, T 4N, R 2E.  TO
 CP3475'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 CP3475'469, AT THE EAST EDGE OF FLORENCE, GO SOUTHEAST ON U.S. HIGHWAY 49
 CP3475'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD
 CP3475'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 CP3475'NORTHWEST ABUTMENT, 21 FT (6.4 M) NORTHEAST OF THE CENTER OF THE
 CP3475'NORTH BOUND LANE, 1 FT (0.3 M) SOUTHWEST OF THE NORTHEAST END OF THE
 CP3475'ABUTMENT AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3476 ***********************************************************************
 CP3476  DESIGNATION -  49 V 311
 CP3476  PID         -  CP3476
 CP3476  STATE/COUNTY-  MS/RANKIN
 CP3476  USGS QUAD   -  WHITFIELD (1980)
 CP3476
 CP3476                         *CURRENT SURVEY CONTROL
 CP3476  ___________________________________________________________________
 CP3476* NAD 83(1986)-  32 09 09.     (N)    090 07 19.     (W)     SCALED    
 CP3476* NAVD 88     -        92.057  (meters)     302.02   (feet)  ADJUSTED  
 CP3476  ___________________________________________________________________
 CP3476  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3476  DYNAMIC HT  -          91.949 (meters)     301.67  (feet)  COMP
 CP3476  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CP3476
 CP3476  VERT ORDER  -  SECOND    CLASS II
 CP3476
 CP3476.The horizontal coordinates were scaled from a topographic map and have
 CP3476.an estimated accuracy of +/- 6 seconds.
 CP3476
 CP3476.The orthometric height was determined by differential leveling
 CP3476.and adjusted in May 1996.
 CP3476
 CP3476.The geoid height was determined by GEOID03.
 CP3476
 CP3476.The dynamic height is computed by dividing the NAVD 88
 CP3476.geopotential number by the normal gravity value computed on the
 CP3476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3476.degrees latitude (g = 980.6199 gals.).
 CP3476
 CP3476.The modeled gravity was interpolated from observed gravity values.
 CP3476
 CP3476;                    North         East    Units  Estimated Accuracy
 CP3476;SPC MS W     -   294,080.      719,940.      MT  (+/- 180 meters Scaled)
 CP3476
 CP3476                          SUPERSEDED SURVEY CONTROL
 CP3476
 CP3476.No superseded survey control is available for this station.
 CP3476
 CP3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR714609(NAD 83)
 CP3476_MARKER: DD = SURVEY DISK
 CP3476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3476_SP_SET: BRIDGE ABUTMENT
 CP3476_STAMPING: BM 49 V 311 1990
 CP3476_MARK LOGO: MSHD  
 CP3476_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3476+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3476
 CP3476  HISTORY     - Date     Condition        Report By
 CP3476  HISTORY     - 1990     MONUMENTED       MSHD
 CP3476
 CP3476                          STATION DESCRIPTION
 CP3476
 CP3476'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3476'MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) SOUTHEAST OF THE CENTER OF
 CP3476'FLORENCE, IN THE NORTH BOUND U.S. HIGHWAY 49 BRIDGE OVER INDIAN
 CP3476'CREEK AND IS IN SECTION 29, T 4N, R 2E.  TO REACH FROM THE
 CP3476'INTERSECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST
 CP3476'EDGE OF FLORENCE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.2 MI (0.3
 CP3476'KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET
 CP3476'IN A DRILL HOLE IN THE NORTHEAST END OF THE NORTHWEST BRIDGE
 CP3476'ABUTMENT, 46 FT (14.0 M) SOUTHEAST OF THE POST OF THE WESTLEY COLLEGE
 CP3476'SIGN, 20.5 FT (6.2 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE
 CP3476'OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3477 ***********************************************************************
 CP3477  DESIGNATION -  49 V 312
 CP3477  PID         -  CP3477
 CP3477  STATE/COUNTY-  MS/RANKIN
 CP3477  USGS QUAD   -  FLORENCE (1980)
 CP3477
 CP3477                         *CURRENT SURVEY CONTROL
 CP3477  ___________________________________________________________________
 CP3477* NAD 83(1986)-  32 09 49.     (N)    090 07 44.     (W)     SCALED    
 CP3477* NAVD 88     -        96.085  (meters)     315.24   (feet)  ADJUSTED  
 CP3477  ___________________________________________________________________
 CP3477  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3477  DYNAMIC HT  -          95.972 (meters)     314.87  (feet)  COMP
 CP3477  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 CP3477
 CP3477  VERT ORDER  -  SECOND    CLASS II
 CP3477
 CP3477.The horizontal coordinates were scaled from a topographic map and have
 CP3477.an estimated accuracy of +/- 6 seconds.
 CP3477
 CP3477.The orthometric height was determined by differential leveling
 CP3477.and adjusted in May 1996.
 CP3477
 CP3477.The geoid height was determined by GEOID03.
 CP3477
 CP3477.The dynamic height is computed by dividing the NAVD 88
 CP3477.geopotential number by the normal gravity value computed on the
 CP3477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3477.degrees latitude (g = 980.6199 gals.).
 CP3477
 CP3477.The modeled gravity was interpolated from observed gravity values.
 CP3477
 CP3477;                    North         East    Units  Estimated Accuracy
 CP3477;SPC MS W     -   295,310.      719,280.      MT  (+/- 180 meters Scaled)
 CP3477
 CP3477                          SUPERSEDED SURVEY CONTROL
 CP3477
 CP3477.No superseded survey control is available for this station.
 CP3477
 CP3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR707621(NAD 83)
 CP3477_MARKER: DD = SURVEY DISK
 CP3477_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3477_SP_SET: BOX CULVERT
 CP3477_STAMPING: BM 49 V 312 1990
 CP3477_MARK LOGO: MSHD  
 CP3477_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3477+STABILITY: SURFACE MOTION
 CP3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3477+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3477
 CP3477  HISTORY     - Date     Condition        Report By
 CP3477  HISTORY     - 1990     MONUMENTED       MSHD
 CP3477
 CP3477                          STATION DESCRIPTION
 CP3477
 CP3477'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3477'MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTHWEST OF FLORENCE, IN A
 CP3477'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5 MI (8.0 KM)
 CP3477'SOUTHEAST OF RICHLAND AND IS IN SECTION 30, T 4N, R 2E.  TO REACH
 CP3477'FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT
 CP3477'THE EAST EDGE OF FLORENCE, GO NORTHWEST ON U.S .  HIGHWAY 49 FOR 0.7
 CP3477'MI (1.1 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK
 CP3477'DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST
 CP3477'HEADWALL OF A 6 X 2 FOOT CONCRETE BOX CULVERT, 76 FT (23.2 M)
 CP3477'NORTHWEST OF A POWER POLE, 30.4 FT (9.3 M) SOUTHWEST OF A 36 INCH
 CP3477'OAK, 18.9 FT (5.8 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE
 CP3477'OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 CP3477'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3478 ***********************************************************************
 CP3478  DESIGNATION -  49 V 313
 CP3478  PID         -  CP3478
 CP3478  STATE/COUNTY-  MS/RANKIN
 CP3478  USGS QUAD   -  FLORENCE (1980)
 CP3478
 CP3478                         *CURRENT SURVEY CONTROL
 CP3478  ___________________________________________________________________
 CP3478* NAD 83(1986)-  32 10 36.     (N)    090 08 01.     (W)     SCALED    
 CP3478* NAVD 88     -       105.128  (meters)     344.91   (feet)  ADJUSTED  
 CP3478  ___________________________________________________________________
 CP3478  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3478  DYNAMIC HT  -         105.005 (meters)     344.50  (feet)  COMP
 CP3478  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CP3478
 CP3478  VERT ORDER  -  SECOND    CLASS II
 CP3478
 CP3478.The horizontal coordinates were scaled from a topographic map and have
 CP3478.an estimated accuracy of +/- 6 seconds.
 CP3478
 CP3478.The orthometric height was determined by differential leveling
 CP3478.and adjusted in May 1996.
 CP3478
 CP3478.The geoid height was determined by GEOID03.
 CP3478
 CP3478.The dynamic height is computed by dividing the NAVD 88
 CP3478.geopotential number by the normal gravity value computed on the
 CP3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3478.degrees latitude (g = 980.6199 gals.).
 CP3478
 CP3478.The modeled gravity was interpolated from observed gravity values.
 CP3478
 CP3478;                    North         East    Units  Estimated Accuracy
 CP3478;SPC MS W     -   296,760.      718,840.      MT  (+/- 180 meters Scaled)
 CP3478
 CP3478                          SUPERSEDED SURVEY CONTROL
 CP3478
 CP3478.No superseded survey control is available for this station.
 CP3478
 CP3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR702636(NAD 83)
 CP3478_MARKER: DD = SURVEY DISK
 CP3478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3478_SP_SET: PIPE CULVERT
 CP3478_STAMPING: BM 49 V 313 1990
 CP3478_MARK LOGO: MSHD  
 CP3478_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3478+STABILITY: SURFACE MOTION
 CP3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3478+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3478
 CP3478  HISTORY     - Date     Condition        Report By
 CP3478  HISTORY     - 1990     MONUMENTED       MSHD
 CP3478
 CP3478                          STATION DESCRIPTION
 CP3478
 CP3478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3478'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH NORTHWEST OF FLORENCE, IN
 CP3478'A CUKVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4 MI (6.4
 CP3478'KM) SOUTHEAST OF RICKHLAND AND IS IN SECTION 19, T 4N, R 2E.  TO
 CP3478'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 CP3478'469, AT THE EAST EDGE OF FLORENCE, GO NORTHWEST ON U.S. HIGHWAY 49
 CP3478'FOR 1.6 MI (2.6 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD
 CP3478'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 CP3478'NORTHEAST HEADWALL OF A 40 INCH CONCRETE PIPE CULVERT, 54 FT (16.5 M)
 CP3478'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 CP3478'ABOUT 12 FT (3.7 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3479 ***********************************************************************
 CP3479  DESIGNATION -  49 V 314
 CP3479  PID         -  CP3479
 CP3479  STATE/COUNTY-  MS/RANKIN
 CP3479  USGS QUAD   -  FLORENCE (1980)
 CP3479
 CP3479                         *CURRENT SURVEY CONTROL
 CP3479  ___________________________________________________________________
 CP3479* NAD 83(1986)-  32 10 57.     (N)    090 08 11.     (W)     SCALED    
 CP3479* NAVD 88     -       102.484  (meters)     336.23   (feet)  ADJUSTED  
 CP3479  ___________________________________________________________________
 CP3479  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3479  DYNAMIC HT  -         102.364 (meters)     335.84  (feet)  COMP
 CP3479  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CP3479
 CP3479  VERT ORDER  -  SECOND    CLASS II
 CP3479
 CP3479.The horizontal coordinates were scaled from a topographic map and have
 CP3479.an estimated accuracy of +/- 6 seconds.
 CP3479
 CP3479.The orthometric height was determined by differential leveling
 CP3479.and adjusted in May 1996.
 CP3479
 CP3479.The geoid height was determined by GEOID03.
 CP3479
 CP3479.The dynamic height is computed by dividing the NAVD 88
 CP3479.geopotential number by the normal gravity value computed on the
 CP3479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3479.degrees latitude (g = 980.6199 gals.).
 CP3479
 CP3479.The modeled gravity was interpolated from observed gravity values.
 CP3479
 CP3479;                    North         East    Units  Estimated Accuracy
 CP3479;SPC MS W     -   297,400.      718,570.      MT  (+/- 180 meters Scaled)
 CP3479
 CP3479                          SUPERSEDED SURVEY CONTROL
 CP3479
 CP3479.No superseded survey control is available for this station.
 CP3479
 CP3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR699642(NAD 83)
 CP3479_MARKER: DD = SURVEY DISK
 CP3479_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3479_SP_SET: BOX CULVERT
 CP3479_STAMPING: BM 49 V 314 1990
 CP3479_MARK LOGO: MSHD  
 CP3479_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3479+STABILITY: SURFACE MOTION
 CP3479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3479+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3479
 CP3479  HISTORY     - Date     Condition        Report By
 CP3479  HISTORY     - 1990     MONUMENTED       MSHD
 CP3479
 CP3479                          STATION DESCRIPTION
 CP3479
 CP3479'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3479'MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTHWEST OF FLORENCE, IN A
 CP3479'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 3.5 MI (5.6
 CP3479'KM) SOUTHEAST OF RICHLAND AND IS IN SECTION 18, T 4N R 2E.  TO REACH
 CP3479'FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT
 CP3479'THE EAST EDGE OF FLORENCE, GO NORTHWEST OF U.S. HIGHWAY 49 FOR 2.1
 CP3479'MI (3.4 KM) TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK
 CP3479'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 CP3479'HEADWALL OF A 12 X 6 FOOT CONCRETE BOX CULVERET, 37.5 FT (11.4 M)
 CP3479'WEST OF A POWER POLE, 26.5 FT (8.1 M) NORTHEAST OF THE CENTER OF THE
 CP3479'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3480 ***********************************************************************
 CP3480  DESIGNATION -  49 V 315
 CP3480  PID         -  CP3480
 CP3480  STATE/COUNTY-  MS/RANKIN
 CP3480  USGS QUAD   -  FLORENCE (1980)
 CP3480
 CP3480                         *CURRENT SURVEY CONTROL
 CP3480  ___________________________________________________________________
 CP3480* NAD 83(1986)-  32 11 37.     (N)    090 08 26.     (W)     SCALED    
 CP3480* NAVD 88     -       104.567  (meters)     343.07   (feet)  ADJUSTED  
 CP3480  ___________________________________________________________________
 CP3480  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3480  DYNAMIC HT  -         104.445 (meters)     342.67  (feet)  COMP
 CP3480  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 CP3480
 CP3480  VERT ORDER  -  SECOND    CLASS II
 CP3480
 CP3480.The horizontal coordinates were scaled from a topographic map and have
 CP3480.an estimated accuracy of +/- 6 seconds.
 CP3480
 CP3480.The orthometric height was determined by differential leveling
 CP3480.and adjusted in May 1996.
 CP3480
 CP3480.The geoid height was determined by GEOID03.
 CP3480
 CP3480.The dynamic height is computed by dividing the NAVD 88
 CP3480.geopotential number by the normal gravity value computed on the
 CP3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3480.degrees latitude (g = 980.6199 gals.).
 CP3480
 CP3480.The modeled gravity was interpolated from observed gravity values.
 CP3480
 CP3480;                    North         East    Units  Estimated Accuracy
 CP3480;SPC MS W     -   298,630.      718,180.      MT  (+/- 180 meters Scaled)
 CP3480
 CP3480                          SUPERSEDED SURVEY CONTROL
 CP3480
 CP3480.No superseded survey control is available for this station.
 CP3480
 CP3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR695654(NAD 83)
 CP3480_MARKER: DD = SURVEY DISK
 CP3480_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3480_SP_SET: BOX CULVERT
 CP3480_STAMPING: BM 49 V 315 1990
 CP3480_MARK LOGO: MSHD  
 CP3480_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3480+STABILITY: SURFACE MOTION
 CP3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3480+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3480
 CP3480  HISTORY     - Date     Condition        Report By
 CP3480  HISTORY     - 1990     MONUMENTED       MSHD
 CP3480
 CP3480                          STATION DESCRIPTION
 CP3480
 CP3480'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3480'MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHWEST OF FLORENCE, IN A
 CP3480'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.8 MI (4.5
 CP3480'KM) SOUTHEAST OF RICHLAND 0.4 MI (0.6 KM) NORTHWEST OF A CROSSROAD
 CP3480'AND IS IN SECTION 18, T 4N, R 2E.  TO REACH FROM THE INTERSECTION OF
 CP3480'U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE,
 CP3480'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.8 MI (4.5 KM) TO THE MARK ON
 CP3480'THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 CP3480'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 15 X 5 FOOT CONCRETE
 CP3480'BOX CULVERT, 116.5 FT (35.5 M) SOUTHWEST OF A POWER POLE, 51 FT (15.5
 CP3480'M) NORTHWEST OF A FENCE CORNER, 26.5 FT (8.1 M) NORTHEAST OF THE
 CP3480'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 0.5 FT (0.2
 CP3480'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3481 ***********************************************************************
 CP3481  DESIGNATION -  49 V 316
 CP3481  PID         -  CP3481
 CP3481  STATE/COUNTY-  MS/RANKIN
 CP3481  USGS QUAD   -  FLORENCE (1980)
 CP3481
 CP3481                         *CURRENT SURVEY CONTROL
 CP3481  ___________________________________________________________________
 CP3481* NAD 83(1986)-  32 12 56.     (N)    090 09 08.     (W)     SCALED    
 CP3481* NAVD 88     -        89.293  (meters)     292.96   (feet)  ADJUSTED  
 CP3481  ___________________________________________________________________
 CP3481  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP3481  DYNAMIC HT  -          89.190 (meters)     292.62  (feet)  COMP
 CP3481  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CP3481
 CP3481  VERT ORDER  -  SECOND    CLASS II
 CP3481
 CP3481.The horizontal coordinates were scaled from a topographic map and have
 CP3481.an estimated accuracy of +/- 6 seconds.
 CP3481
 CP3481.The orthometric height was determined by differential leveling
 CP3481.and adjusted in May 1996.
 CP3481
 CP3481.The geoid height was determined by GEOID03.
 CP3481
 CP3481.The dynamic height is computed by dividing the NAVD 88
 CP3481.geopotential number by the normal gravity value computed on the
 CP3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3481.degrees latitude (g = 980.6199 gals.).
 CP3481
 CP3481.The modeled gravity was interpolated from observed gravity values.
 CP3481
 CP3481;                    North         East    Units  Estimated Accuracy
 CP3481;SPC MS W     -   301,070.      717,070.      MT  (+/- 180 meters Scaled)
 CP3481
 CP3481                          SUPERSEDED SURVEY CONTROL
 CP3481
 CP3481.No superseded survey control is available for this station.
 CP3481
 CP3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR684678(NAD 83)
 CP3481_MARKER: DD = SURVEY DISK
 CP3481_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3481_SP_SET: BOX CULVERT
 CP3481_STAMPING: BM 49 V 316 1990
 CP3481_MARK LOGO: MSHD  
 CP3481_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3481+STABILITY: SURFACE MOTION
 CP3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3481+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3481
 CP3481  HISTORY     - Date     Condition        Report By
 CP3481  HISTORY     - 1990     MONUMENTED       MSHD
 CP3481
 CP3481                          STATION DESCRIPTION
 CP3481
 CP3481'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3481'MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF FLORENCE, IN A
 CP3481'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.2 MI (1.9
 CP3481'KM) SOUTHEAST OF RICHLAND, 0.2 MI (0.3 KM) NORTHWEST OF A CROSSROAD
 CP3481'AND IS IN SECTION 1, T 4N, R 1E.  TO REACH FROM THE INTERSECTION OF
 CP3481'U.S. HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE,
 CP3481'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.7 MI (7.6 KM) TO THE MARK ON
 CP3481'THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE JUNCTION OF U.S.
 CP3481'HIGHWAY 49 AND U.S. HIGHWAY 80, ABOUT 1.5 MI (2.4 KM) WEST OF PEARL,
 CP3481'BY GOING SOUTH ON U.S. HIGHWAY 49 FOR 2.8 MI (4.5 KM) TO THE
 CP3481'JUNCTION OF THE OLD HIGHWAY 49, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR
 CP3481'1.75 MI (2.82 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD REFERENCE
 CP3481'MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST
 CP3481'HEADWALL OF A 5 X 2 FOOT CONCRETE BOX CULVERT, 294 FT (89.6 M)
 CP3481'SOUTHEAST OF THE CENTER MOST SOUTHERLY ENTRANCE TO THE RICHLAND FIRST
 CP3481'BAPTIST CHURCH PARKING LOT, 36.5 FT (11.1 M) SOUTHWEST OF A 24 INCH
 CP3481'OAK, 23 FT (7.0 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CP3481'HIGHWAY 49 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3482 ***********************************************************************
 CP3482  DESIGNATION -  49 V 317
 CP3482  PID         -  CP3482
 CP3482  STATE/COUNTY-  MS/RANKIN
 CP3482  USGS QUAD   -  FLORENCE (1980)
 CP3482
 CP3482                         *CURRENT SURVEY CONTROL
 CP3482  ___________________________________________________________________
 CP3482* NAD 83(1986)-  32 13 40.     (N)    090 09 31.     (W)     SCALED    
 CP3482* NAVD 88     -        83.106  (meters)     272.66   (feet)  ADJUSTED  
 CP3482  ___________________________________________________________________
 CP3482  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP3482  DYNAMIC HT  -          83.011 (meters)     272.35  (feet)  COMP
 CP3482  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CP3482
 CP3482  VERT ORDER  -  SECOND    CLASS II
 CP3482
 CP3482.The horizontal coordinates were scaled from a topographic map and have
 CP3482.an estimated accuracy of +/- 6 seconds.
 CP3482
 CP3482.The orthometric height was determined by differential leveling
 CP3482.and adjusted in May 1996.
 CP3482
 CP3482.The geoid height was determined by GEOID03.
 CP3482
 CP3482.The dynamic height is computed by dividing the NAVD 88
 CP3482.geopotential number by the normal gravity value computed on the
 CP3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3482.degrees latitude (g = 980.6199 gals.).
 CP3482
 CP3482.The modeled gravity was interpolated from observed gravity values.
 CP3482
 CP3482;                    North         East    Units  Estimated Accuracy
 CP3482;SPC MS W     -   302,420.      716,470.      MT  (+/- 180 meters Scaled)
 CP3482
 CP3482                          SUPERSEDED SURVEY CONTROL
 CP3482
 CP3482.No superseded survey control is available for this station.
 CP3482
 CP3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR677692(NAD 83)
 CP3482_MARKER: DD = SURVEY DISK
 CP3482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP3482_SP_SET: PIPE CULVERT
 CP3482_STAMPING: BM 49 V 317 1990
 CP3482_MARK LOGO: MSHD  
 CP3482_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3482+STABILITY: SURFACE MOTION
 CP3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3482+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3482
 CP3482  HISTORY     - Date     Condition        Report By
 CP3482  HISTORY     - 1990     MONUMENTED       MSHD
 CP3482
 CP3482                          STATION DESCRIPTION
 CP3482
 CP3482'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3482'MARK IS LOCATED ABOUT 0.3 MI (0.5 KM) SOUTHEAST OF THE CENTER OF
 CP3482'RICHLAND, IN A CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY
 CP3482'49, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF LOWE CIRCLE AND IS IN
 CP3482'SECTION 36, T 5N, R 1E.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 CP3482'49 AND U.S. HIGHWAY 80, ABOUT 1.5 MI (2.4 KM) WEST OF PEARL, GO
 CP3482'SOUTH ON U.S. HIGHWAY 49 FOR 2.9 MI (4.7 KM) TO THE JUNCTION OF OLD
 CP3482'HIGHWAY 49, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 0.8 MI (1.3 KM) TO
 CP3482'THE JUNCTION OF LOWE CIRCLE AND THE MARK ON THE LEFT.  MARK IS A MSHD
 CP3482'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 CP3482'NORTHEAST HEADWALL OF A 40 INCH ROUND DOUBLE CONCRETE PIPE CULVERT,
 CP3482'44 FT (13.4 M) SOUTH OF THE CENTER OF LOWE CIRCLE, 36 FT (11.0 M)
 CP3482'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS
 CP3482'ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3485 ***********************************************************************
 CP3485  DESIGNATION -  49 V 318
 CP3485  PID         -  CP3485
 CP3485  STATE/COUNTY-  MS/RANKIN
 CP3485  USGS QUAD   -  FLORENCE (1980)
 CP3485
 CP3485                         *CURRENT SURVEY CONTROL
 CP3485  ___________________________________________________________________
 CP3485* NAD 83(1986)-  32 14 41.     (N)    090 09 50.     (W)     SCALED    
 CP3485* NAVD 88     -        84.333  (meters)     276.68   (feet)  ADJUSTED  
 CP3485  ___________________________________________________________________
 CP3485  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3485  DYNAMIC HT  -          84.237 (meters)     276.37  (feet)  COMP
 CP3485  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CP3485
 CP3485  VERT ORDER  -  SECOND    CLASS II
 CP3485
 CP3485.The horizontal coordinates were scaled from a topographic map and have
 CP3485.an estimated accuracy of +/- 6 seconds.
 CP3485
 CP3485.The orthometric height was determined by differential leveling
 CP3485.and adjusted in May 1996.
 CP3485
 CP3485.The geoid height was determined by GEOID03.
 CP3485
 CP3485.The dynamic height is computed by dividing the NAVD 88
 CP3485.geopotential number by the normal gravity value computed on the
 CP3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3485.degrees latitude (g = 980.6199 gals.).
 CP3485
 CP3485.The modeled gravity was interpolated from observed gravity values.
 CP3485
 CP3485;                    North         East    Units  Estimated Accuracy
 CP3485;SPC MS W     -   304,300.      715,970.      MT  (+/- 180 meters Scaled)
 CP3485
 CP3485                          SUPERSEDED SURVEY CONTROL
 CP3485
 CP3485.No superseded survey control is available for this station.
 CP3485
 CP3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR672710(NAD 83)
 CP3485_MARKER: DD = SURVEY DISK
 CP3485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3485_SP_SET: BRIDGE ABUTMENT
 CP3485_STAMPING: BM 49 V 318 1990
 CP3485_MARK LOGO: MSHD  
 CP3485_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3485+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3485
 CP3485  HISTORY     - Date     Condition        Report By
 CP3485  HISTORY     - 1990     MONUMENTED       MSHD
 CP3485
 CP3485                          STATION DESCRIPTION
 CP3485
 CP3485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3485'MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTH OF RICHLAND, IN THE NORTH
 CP3485'BOUND U.S. HIGHWAY 49 BRIDGE OVER RICHLAND CREEK, 2.3 MI (3.7 KM)
 CP3485'SOUTHWEST OF PEARL, 0.45 MI (0.72 KM) NORTH OF THE JUNCTION OF OLD
 CP3485'HIGHWAY 49 AND IS IN SECTION 26, T 5N, R 1E.  TO REACH FROM THE
 CP3485'JUNCTION OF U.S. HIGHWAYS 49 AND 80, ABOUT 1.5 MI (2.4 KM) WEST OF
 CP3485'PEARL, GO SOUTH ON U.S. HIGHWAY 49 FOR 2.35 MI (3.78 KM) TO THE MARK
 CP3485'ON THE LEFT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE
 CP3485'IN THE EAST END OF THE NORTH ABUTMENT OF THE NORTH BOUND CONCRETE
 CP3485'BRIDGE, 52.5 FT (16.0 M) WEST OF THE CENTER OF A FRONTAGE ROAD, 23 FT
 CP3485'(7.0 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 CP3485'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3486 ***********************************************************************
 CP3486  DESIGNATION -  49 V 319
 CP3486  PID         -  CP3486
 CP3486  STATE/COUNTY-  MS/RANKIN
 CP3486  USGS QUAD   -  JACKSON (1998)
 CP3486
 CP3486                         *CURRENT SURVEY CONTROL
 CP3486  ___________________________________________________________________
 CP3486* NAD 83(1986)-  32 15 17.     (N)    090 09 36.     (W)     SCALED    
 CP3486* NAVD 88     -        81.796  (meters)     268.36   (feet)  ADJUSTED  
 CP3486  ___________________________________________________________________
 CP3486  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP3486  DYNAMIC HT  -          81.703 (meters)     268.05  (feet)  COMP
 CP3486  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CP3486
 CP3486  VERT ORDER  -  SECOND    CLASS II
 CP3486
 CP3486.The horizontal coordinates were scaled from a topographic map and have
 CP3486.an estimated accuracy of +/- 6 seconds.
 CP3486
 CP3486.The orthometric height was determined by differential leveling
 CP3486.and adjusted in May 1996.
 CP3486
 CP3486.The geoid height was determined by GEOID03.
 CP3486
 CP3486.The dynamic height is computed by dividing the NAVD 88
 CP3486.geopotential number by the normal gravity value computed on the
 CP3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3486.degrees latitude (g = 980.6199 gals.).
 CP3486
 CP3486.The modeled gravity was interpolated from observed gravity values.
 CP3486
 CP3486;                    North         East    Units  Estimated Accuracy
 CP3486;SPC MS W     -   305,410.      716,330.      MT  (+/- 180 meters Scaled)
 CP3486
 CP3486                          SUPERSEDED SURVEY CONTROL
 CP3486
 CP3486.No superseded survey control is available for this station.
 CP3486
 CP3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR675722(NAD 83)
 CP3486_MARKER: DD = SURVEY DISK
 CP3486_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP3486_SP_SET: BOX CULVERT
 CP3486_STAMPING: BM 49 V 319 1990
 CP3486_MARK LOGO: MSHD  
 CP3486_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3486+STABILITY: SURFACE MOTION
 CP3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3486+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3486
 CP3486  HISTORY     - Date     Condition        Report By
 CP3486  HISTORY     - 1990     MONUMENTED       MSHD
 CP3486
 CP3486                          STATION DESCRIPTION
 CP3486
 CP3486'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3486'MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH OF RICHLAND, IN A CULVERT
 CP3486'UNDER THE EAST FRONTAGE ROAD ALONG U.S. HIGHWAY 49, 2.3 MI (3.7 KM)
 CP3486'SOUTHWEST OF PEARL 1.2 MI (1.9 KM) NORTH OF THE JUNCTION OF OLD
 CP3486'HIGHWAY 49, 1 MI (1.6 KM) SOUTH OF THE U.S. HIGHWAY 49 BRIDGE OVER A
 CP3486'RAILROAD TRACK AND IS IN THE SOUTHWEST CORNER OF SECTION 24, T 5N.  R
 CP3486'1E.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 80, ABOUT
 CP3486'1.5 MI (2.4 KM) WEST OF PEARL, GO SOUTH ON U.S. HIGHWAY 49 FOR 1.6
 CP3486'MI (2.6 KM) TO THE MARK ON THE LEFT JUST SOUTH OF THE ENTRANCE TO
 CP3486'TRUCK CENTER SOUTH.  MARK IS A MSHD REFERENCE MARK DISK SET IN A
 CP3486'DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A 22 X 8 FOOT
 CP3486'DOUBLE CONCRETE BOX CULVERT, 92 FT (28.0 M) EAST OF THE CENTER OF THE
 CP3486'NORTH BOUND LANE OF HIGHWAY 49, 66FT SOUTHWEST OF A POWER POLE, 17 FT
 CP3486'(5.2 M) EAST OF THE CENTER OF THE FRONTAGE ROAD, 1.5 FT (0.5 M) SOUTH
 CP3486'OF THE NORTH END OF THE HEADWALL AND IS ABOUT 0.5 FT (0.2 M) BELOW
 CP3486'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0127 ***********************************************************************
 CP0127  DESIGNATION -  49 V 32
 CP0127  PID         -  CP0127
 CP0127  STATE/COUNTY-  MS/YAZOO
 CP0127  USGS QUAD   -  BENTON (1988)
 CP0127
 CP0127                         *CURRENT SURVEY CONTROL
 CP0127  ___________________________________________________________________
 CP0127* NAD 83(1986)-  32 46 35.     (N)    090 22 21.     (W)     SCALED    
 CP0127* NAVD 88     -        87.865  (meters)     288.27   (feet)  ADJUSTED  
 CP0127  ___________________________________________________________________
 CP0127  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CP0127  DYNAMIC HT  -          87.766 (meters)     287.95  (feet)  COMP
 CP0127  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CP0127
 CP0127  VERT ORDER  -  SECOND    CLASS 0
 CP0127
 CP0127.The horizontal coordinates were scaled from a topographic map and have
 CP0127.an estimated accuracy of +/- 6 seconds.
 CP0127
 CP0127.The orthometric height was determined by differential leveling
 CP0127.and adjusted in June 1991.
 CP0127
 CP0127.The geoid height was determined by GEOID03.
 CP0127
 CP0127.The dynamic height is computed by dividing the NAVD 88
 CP0127.geopotential number by the normal gravity value computed on the
 CP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0127.degrees latitude (g = 980.6199 gals.).
 CP0127
 CP0127.The modeled gravity was interpolated from observed gravity values.
 CP0127
 CP0127;                    North         East    Units  Estimated Accuracy
 CP0127;SPC MS W     -   363,240.      696,330.      MT  (+/- 180 meters Scaled)
 CP0127
 CP0127                          SUPERSEDED SURVEY CONTROL
 CP0127
 CP0127  NGVD 29 (??/??/92)   87.945  (m)          288.53   (f) ADJ UNCH    2 0
 CP0127
 CP0127.Superseded values are not recommended for survey control.
 CP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0127.See file dsdata.txt to determine how the superseded data were derived.
 CP0127
 CP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS461295(NAD 83)
 CP0127_MARKER: DD = SURVEY DISK
 CP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0127_STAMPING: BM 49V-32 (1960)
 CP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0127+STABILITY: SURFACE MOTION
 CP0127
 CP0127  HISTORY     - Date     Condition        Report By
 CP0127  HISTORY     - 1960     MONUMENTED       MSHD
 CP0127  HISTORY     - 1966     GOOD             MSHD
 CP0127  HISTORY     - 1973     GOOD             NGS
 CP0127
 CP0127                          STATION DESCRIPTION
 CP0127
 CP0127'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0127'6.1 MI SE FROM YAZOO CITY.
 CP0127'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0127'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0127'RIGHT AND GO 4.45 MILES TO A GUARD RAIL AND THE MARK ON THE LEFT AS
 CP0127'DESCRIBED.  IT IS 134.1 FEET NORTH OF A ROADSIDE PARK 1 MILE SIGN, 17
 CP0127'FEET EAST OF CENTER OF HIGHWAY 49, 1.4 FEET EAST OF A METAL WITNESS
 CP0127'POST, AND 1 FOOT EAST OF THE NORTH END OF A GUARD RAIL.
 CP0127
 CP0127                          STATION RECOVERY (1973)
 CP0127
 CP0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3487 ***********************************************************************
 CP3487  DESIGNATION -  49 V 320
 CP3487  PID         -  CP3487
 CP3487  STATE/COUNTY-  MS/RANKIN
 CP3487  USGS QUAD   -  JACKSON (1998)
 CP3487
 CP3487                         *CURRENT SURVEY CONTROL
 CP3487  ___________________________________________________________________
 CP3487* NAD 83(1986)-  32 16 18.     (N)    090 09 28.     (W)     SCALED    
 CP3487* NAVD 88     -        88.111  (meters)     289.08   (feet)  ADJUSTED  
 CP3487  ___________________________________________________________________
 CP3487  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP3487  DYNAMIC HT  -          88.012 (meters)     288.75  (feet)  COMP
 CP3487  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 CP3487
 CP3487  VERT ORDER  -  SECOND    CLASS II
 CP3487
 CP3487.The horizontal coordinates were scaled from a topographic map and have
 CP3487.an estimated accuracy of +/- 6 seconds.
 CP3487
 CP3487.The orthometric height was determined by differential leveling
 CP3487.and adjusted in May 1996.
 CP3487
 CP3487.The geoid height was determined by GEOID03.
 CP3487
 CP3487.The dynamic height is computed by dividing the NAVD 88
 CP3487.geopotential number by the normal gravity value computed on the
 CP3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3487.degrees latitude (g = 980.6199 gals.).
 CP3487
 CP3487.The modeled gravity was interpolated from observed gravity values.
 CP3487
 CP3487;                    North         East    Units  Estimated Accuracy
 CP3487;SPC MS W     -   307,290.      716,540.      MT  (+/- 180 meters Scaled)
 CP3487
 CP3487                          SUPERSEDED SURVEY CONTROL
 CP3487
 CP3487.No superseded survey control is available for this station.
 CP3487
 CP3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR677740(NAD 83)
 CP3487_MARKER: DD = SURVEY DISK
 CP3487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3487_SP_SET: BRIDGE ABUTMENT
 CP3487_STAMPING: BM 49 V 320 1990
 CP3487_MARK LOGO: MSHD  
 CP3487_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3487+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3487
 CP3487  HISTORY     - Date     Condition        Report By
 CP3487  HISTORY     - 1990     MONUMENTED       MSHD
 CP3487
 CP3487                          STATION DESCRIPTION
 CP3487
 CP3487'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3487'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST OF PEARL, IN THE I-20 EAST
 CP3487'BOUND BRIDGE OVER U.S. HIGHWAY 49, 2.8 MI (4.5 KM) NORTH OF
 CP3487'RICHLAND, 0.4 MI (0.6 KM) SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 49
 CP3487'AND 80 AND IS IN SECTION 13, T 5N, R 1E.  MARK IS A MSHD REFERENCE
 CP3487'MARK DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST CONCRETE
 CP3487'BRIDGE ABUTMENT, 103 FT (31.4 M) EAST OF THE CENTER OF THE NORTH
 CP3487'BOUND LANE OF U.S. HIGHWAY 49, 41.5 FT (12.6 M) SOUTH OF TH EAST
 CP3487'BOUND LANE OF I-20, 1 FT (0.3 M) NORTH OF THE SOUTH END OF THE
 CP3487'ABUTMENT AND IS 4.5 FT (1.4 M) BELOW THE LEVEL OF THE I-20.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0135 ***********************************************************************
 CP0135  DESIGNATION -  49 V 33
 CP0135  PID         -  CP0135
 CP0135  STATE/COUNTY-  MS/YAZOO
 CP0135  USGS QUAD   -  BENTON (1988)
 CP0135
 CP0135                         *CURRENT SURVEY CONTROL
 CP0135  ___________________________________________________________________
 CP0135* NAD 83(1986)-  32 48 24.     (N)    090 22 22.     (W)     SCALED    
 CP0135* NAVD 88     -        72.520  (meters)     237.93   (feet)  ADJUSTED  
 CP0135  ___________________________________________________________________
 CP0135  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0135  DYNAMIC HT  -          72.439 (meters)     237.66  (feet)  COMP
 CP0135  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CP0135
 CP0135  VERT ORDER  -  SECOND    CLASS 0
 CP0135
 CP0135.The horizontal coordinates were scaled from a topographic map and have
 CP0135.an estimated accuracy of +/- 6 seconds.
 CP0135
 CP0135.The orthometric height was determined by differential leveling
 CP0135.and adjusted in June 1991.
 CP0135
 CP0135.The geoid height was determined by GEOID03.
 CP0135
 CP0135.The dynamic height is computed by dividing the NAVD 88
 CP0135.geopotential number by the normal gravity value computed on the
 CP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0135.degrees latitude (g = 980.6199 gals.).
 CP0135
 CP0135.The modeled gravity was interpolated from observed gravity values.
 CP0135
 CP0135;                    North         East    Units  Estimated Accuracy
 CP0135;SPC MS W     -   366,600.      696,310.      MT  (+/- 180 meters Scaled)
 CP0135
 CP0135                          SUPERSEDED SURVEY CONTROL
 CP0135
 CP0135  NGVD 29 (??/??/92)   72.603  (m)          238.20   (f) ADJ UNCH    2 0
 CP0135
 CP0135.Superseded values are not recommended for survey control.
 CP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0135.See file dsdata.txt to determine how the superseded data were derived.
 CP0135
 CP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS459329(NAD 83)
 CP0135_MARKER: DD = SURVEY DISK
 CP0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0135_STAMPING: BM 49V-33 (1960)
 CP0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0135+STABILITY: SURFACE MOTION
 CP0135
 CP0135  HISTORY     - Date     Condition        Report By
 CP0135  HISTORY     - 1960     MONUMENTED       MSHD
 CP0135  HISTORY     - 1966     GOOD             MSHD
 CP0135
 CP0135                          STATION DESCRIPTION
 CP0135
 CP0135'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0135'2.25 MI SE FROM YAZOO CITY.
 CP0135'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0135'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0135'RIGHT AND GO 2.15 MILES TO A FARM ROAD AND THE MARK ON THE LEFT AS
 CP0135'DESCRIBED.  IT IS 133 FEET EAST OF CENTER OF HIGHWAY 49, 72.5 FEET
 CP0135'SOUTHEAST OF SOUTH POST WHERE THE GATE USED TO BE, 25.4 FEET SOUTHEAST
 CP0135'OF SOUTH GATE POST OF NEW GATE, 15 FEET SOUTH OF A FENCE, 13.6 FEET
 CP0135'NORTH OF AN 18 INCH ELM, AND 6.3 FEET SOUTHWEST OF A METAL WITNESS
 CP0135'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0136 ***********************************************************************
 CP0136  DESIGNATION -  49 V 33 RESET
 CP0136  PID         -  CP0136
 CP0136  STATE/COUNTY-  MS/YAZOO
 CP0136  USGS QUAD   -  BENTON (1988)
 CP0136
 CP0136                         *CURRENT SURVEY CONTROL
 CP0136  ___________________________________________________________________
 CP0136* NAD 83(1986)-  32 48 24.     (N)    090 22 22.     (W)     SCALED    
 CP0136* NAVD 88     -        80.00   (meters)     262.5    (feet)  RESET     
 CP0136  ___________________________________________________________________
 CP0136  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0136  VERT ORDER  -  THIRD
 CP0136
 CP0136.The horizontal coordinates were scaled from a topographic map and have
 CP0136.an estimated accuracy of +/- 6 seconds.
 CP0136
 CP0136.The orthometric height was computed from unverified reset data.
 CP0136
 CP0136.The geoid height was determined by GEOID03.
 CP0136
 CP0136;                    North         East    Units  Estimated Accuracy
 CP0136;SPC MS W     -   366,600.      696,310.      MT  (+/- 180 meters Scaled)
 CP0136
 CP0136                          SUPERSEDED SURVEY CONTROL
 CP0136
 CP0136.No superseded survey control is available for this station.
 CP0136
 CP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS459329(NAD 83)
 CP0136_MARKER: DB = BENCH MARK DISK
 CP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0136_STAMPING: 49V33 RESET 1973
 CP0136_MARK LOGO: NGS   
 CP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0136+STABILITY: SURFACE MOTION
 CP0136
 CP0136  HISTORY     - Date     Condition        Report By
 CP0136  HISTORY     - 1973     MONUMENTED       NGS
 CP0136
 CP0136                          STATION DESCRIPTION
 CP0136
 CP0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0136'2.9 MI SE FROM YAZOO CITY.
 CP0136'LOCATED 0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 49W FROM THE
 CP0136'MISSISSIPPI STATE HIGHWAY DISTRICT OFFICE, THENCE SOUTH ALONG U.S.
 CP0136'HIGHWAY 49 FOR 2.4 MILES TO THE MARK ON THE RIGHT, JUST SOUTH OF THE
 CP0136'TOP OF THE HILL, AT A SIDE DRIVE WHICH TURNS SHARP RIGHT AND GOES
 CP0136'UPHILL.  IT IS 43 FEET WEST OF THE CENTER OF THE HIGHWAY, 2.5 FEET
 CP0136'NORTHEAST OF A UTILITY POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 20
 CP0136'FEET NORTHWEST OF THE SOUTH END OF A 2-FOOT CONCRETE PIPE CULVERT
 CP0136'UNDER THE SIDE ROAD AND ON THE PROJECTED CENTER OF THE DRIVE LEADING
 CP0136'UPHILL.  IT IS A BENCH MARK DISK SET IN THE TOP OF A 12-INCH ROUND
 CP0136'CONCRETE POST PROJECTING 4 INCHES.  THE DISK WAS NOT RECLAIME WHEN THE
 CP0136'NEW MARK WAS ESTABLISHED BUT WILL BE DESTROYED WHEN THE NEW HIGHWAY IS
 CP0136'BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0137 ***********************************************************************
 CP0137  DESIGNATION -  49 V 34
 CP0137  PID         -  CP0137
 CP0137  STATE/COUNTY-  MS/YAZOO
 CP0137  USGS QUAD   -  YAZOO CITY (1988)
 CP0137
 CP0137                         *CURRENT SURVEY CONTROL
 CP0137  ___________________________________________________________________
 CP0137* NAD 83(1986)-  32 49 16.     (N)    090 22 35.     (W)     SCALED    
 CP0137* NAVD 88     -        75.801  (meters)     248.69   (feet)  ADJUSTED  
 CP0137  ___________________________________________________________________
 CP0137  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0137  DYNAMIC HT  -          75.717 (meters)     248.41  (feet)  COMP
 CP0137  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CP0137
 CP0137  VERT ORDER  -  SECOND    CLASS 0
 CP0137
 CP0137.The horizontal coordinates were scaled from a topographic map and have
 CP0137.an estimated accuracy of +/- 6 seconds.
 CP0137
 CP0137.The orthometric height was determined by differential leveling
 CP0137.and adjusted in June 1991.
 CP0137
 CP0137.The geoid height was determined by GEOID03.
 CP0137
 CP0137.The dynamic height is computed by dividing the NAVD 88
 CP0137.geopotential number by the normal gravity value computed on the
 CP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0137.degrees latitude (g = 980.6199 gals.).
 CP0137
 CP0137.The modeled gravity was interpolated from observed gravity values.
 CP0137
 CP0137;                    North         East    Units  Estimated Accuracy
 CP0137;SPC MS W     -   368,200.      695,970.      MT  (+/- 180 meters Scaled)
 CP0137
 CP0137                          SUPERSEDED SURVEY CONTROL
 CP0137
 CP0137  NGVD 29 (??/??/92)   75.884  (m)          248.96   (f) ADJ UNCH    2 0
 CP0137
 CP0137.Superseded values are not recommended for survey control.
 CP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0137.See file dsdata.txt to determine how the superseded data were derived.
 CP0137
 CP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS456345(NAD 83)
 CP0137_MARKER: DD = SURVEY DISK
 CP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0137_STAMPING: BM 49V-34 (1960)
 CP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0137+STABILITY: SURFACE MOTION
 CP0137
 CP0137  HISTORY     - Date     Condition        Report By
 CP0137  HISTORY     - 1960     MONUMENTED       MSHD
 CP0137  HISTORY     - 1966     GOOD             MSHD
 CP0137  HISTORY     - 1973     GOOD             NGS
 CP0137
 CP0137                          STATION DESCRIPTION
 CP0137
 CP0137'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0137'2.0 MI SE FROM YAZOO CITY.
 CP0137'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0137'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0137'RIGHT AND GO 1.35 MILES TO THE W.A. DAVIS HOUSE AND THE MARK ON THE
 CP0137'RIGHT AS DESCRIBED.  IT IS 205 FEET WEST OF THE CENTER OF HIGHWAY 49,
 CP0137'149 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE DAVIS HOUSE, 64 FEET
 CP0137'SOUTH OF A FENCE, 44 FEET WEST OF SOUTHERN NATURAL GAS COMPANY METER
 CP0137'BOX, 45 FEET WEST OF NORTHWEST CORNER OF DOG YARD FENCE, 3.9 FEET
 CP0137'NORTHWEST OF A 6 INCH OAK, AND 2.6 FEET SOUTHWEST OF A METAL WITNESS
 CP0137'POST.
 CP0137
 CP0137                          STATION RECOVERY (1973)
 CP0137
 CP0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0138 ***********************************************************************
 CP0138  DESIGNATION -  49 V 35
 CP0138  PID         -  CP0138
 CP0138  STATE/COUNTY-  MS/YAZOO
 CP0138  USGS QUAD   -  YAZOO CITY (1988)
 CP0138
 CP0138                         *CURRENT SURVEY CONTROL
 CP0138  ___________________________________________________________________
 CP0138* NAD 83(1986)-  32 49 57.     (N)    090 22 49.     (W)     SCALED    
 CP0138* NAVD 88     -        94.272  (meters)     309.29   (feet)  ADJUSTED  
 CP0138  ___________________________________________________________________
 CP0138  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0138  DYNAMIC HT  -          94.167 (meters)     308.95  (feet)  COMP
 CP0138  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CP0138
 CP0138  VERT ORDER  -  SECOND    CLASS 0
 CP0138
 CP0138.The horizontal coordinates were scaled from a topographic map and have
 CP0138.an estimated accuracy of +/- 6 seconds.
 CP0138
 CP0138.The orthometric height was determined by differential leveling
 CP0138.and adjusted in June 1991.
 CP0138
 CP0138.The geoid height was determined by GEOID03.
 CP0138
 CP0138.The dynamic height is computed by dividing the NAVD 88
 CP0138.geopotential number by the normal gravity value computed on the
 CP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0138.degrees latitude (g = 980.6199 gals.).
 CP0138
 CP0138.The modeled gravity was interpolated from observed gravity values.
 CP0138
 CP0138;                    North         East    Units  Estimated Accuracy
 CP0138;SPC MS W     -   369,470.      695,610.      MT  (+/- 180 meters Scaled)
 CP0138
 CP0138                          SUPERSEDED SURVEY CONTROL
 CP0138
 CP0138  NGVD 29 (??/??/92)   94.355  (m)          309.56   (f) ADJ UNCH    2 0
 CP0138
 CP0138.Superseded values are not recommended for survey control.
 CP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0138.See file dsdata.txt to determine how the superseded data were derived.
 CP0138
 CP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS452357(NAD 83)
 CP0138_MARKER: DD = SURVEY DISK
 CP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0138_STAMPING: BM 49V-35 (1960)
 CP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0138+STABILITY: SURFACE MOTION
 CP0138
 CP0138  HISTORY     - Date     Condition        Report By
 CP0138  HISTORY     - 1960     MONUMENTED       MSHD
 CP0138  HISTORY     - 1966     GOOD             MSHD
 CP0138
 CP0138                          STATION DESCRIPTION
 CP0138
 CP0138'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0138'1.0 MI SE FROM YAZOO CITY.
 CP0138'TO REACH FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON HIGHWAY 49 WEST
 CP0138'FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST AND HIGHWAY 16, TURN
 CP0138'RIGHT AND GO 0.65 MILES TO A CROSSROADS AND THE MARK ON THE LEFT IN
 CP0138'THE NORTHEAST ANGLE.  IT IS 118.5 FEET NORTH OF THE NORTHWEST CORNER
 CP0138'OF A STORE, 76 FEET EAST OF CENTER OF HIGHWAY 49, 46.2 FEET NORTHEAST
 CP0138'OF A TELEPHONE POLE, 48 FEET SOUTHWEST OF POWER POLE, 41.4 FEET
 CP0138'SOUTHEAST OF SOUTHEAST CORNER OF THE HOUSE, 18 FEET NORTHWEST OF THE
 CP0138'APPROXIMATE CENTER OF A BLACKTOP ROAD, AND 5.4 FEET WEST OF A MAIL
 CP0138'BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3311 ***********************************************************************
 CP3311  DESIGNATION -  49 V 36 RESET
 CP3311  PID         -  CP3311
 CP3311  STATE/COUNTY-  MS/YAZOO
 CP3311  USGS QUAD   -  YAZOO CITY (1988)
 CP3311
 CP3311                         *CURRENT SURVEY CONTROL
 CP3311  ___________________________________________________________________
 CP3311* NAD 83(1986)-  32 51 11.     (N)    090 23 28.     (W)     SCALED    
 CP3311* NAVD 88     -        63.50   (meters)     208.3    (feet)  RESET     
 CP3311  ___________________________________________________________________
 CP3311  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP3311  VERT ORDER  -  THIRD
 CP3311
 CP3311.The horizontal coordinates were scaled from a topographic map and have
 CP3311.an estimated accuracy of +/- 6 seconds.
 CP3311
 CP3311.The orthometric height was computed from unverified reset data.
 CP3311.No vertical observational check was made to the station.
 CP3311
 CP3311.The geoid height was determined by GEOID03.
 CP3311
 CP3311;                    North         East    Units  Estimated Accuracy
 CP3311;SPC MS W     -   371,750.      694,590.      MT  (+/- 180 meters Scaled)
 CP3311
 CP3311                          SUPERSEDED SURVEY CONTROL
 CP3311
 CP3311  NGVD 29 (08/12/04)   63.59   (m)          208.6    (f) RESET       3  
 CP3311
 CP3311.Superseded values are not recommended for survey control.
 CP3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3311.See file dsdata.txt to determine how the superseded data were derived.
 CP3311
 CP3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS441380(NAD 83)
 CP3311_MARKER: DB = BENCH MARK DISK
 CP3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3311_SP_SET: CONCRETE POST
 CP3311_STAMPING: 49 V-36 RESET 1985
 CP3311_MARK LOGO: NGS   
 CP3311_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3311+STABILITY: SURFACE MOTION
 CP3311
 CP3311  HISTORY     - Date     Condition        Report By
 CP3311  HISTORY     - 1985     MONUMENTED       NGS
 CP3311
 CP3311                          STATION DESCRIPTION
 CP3311
 CP3311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CP3311'1.0 MILE NORTH ALONG U.S. HIGHWAY 49 EAST FROM THE JUNCTION OF U.S.
 CP3311'HIGHWAY 49 WEST ON THE EAST EDGE OF YAZOO CITY, TO WOODLAWN DRIVE AND
 CP3311'MARK ON THE RIGHT, 89.0 FT (27.1 M) EAST OF THE CENTER OF NORTH BOUND
 CP3311'LANES OF HIGHWAY 49 EAST, 37.0 FT (11.3 M) NORTHWEST OF THE CENTER OF
 CP3311'WOODLAWN DRIVE, 41.0 FT (12.5 M) SOUTHWEST OF A 40-INCH OAK TREE,
 CP3311'15.0 FT (4.6 M) NORTH OF THE CENTER OF WATER METER COVER, 16.0 FT
 CP3311'(4.9 M) WEST OF A DOUBLE TRUNKED MULBERRY TREE, MARK IS FLUSH WITH
 CP3311'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0146 ***********************************************************************
 CP0146  DESIGNATION -  49 V 37
 CP0146  PID         -  CP0146
 CP0146  STATE/COUNTY-  MS/YAZOO
 CP0146  USGS QUAD   -  YAZOO CITY (1988)
 CP0146
 CP0146                         *CURRENT SURVEY CONTROL
 CP0146  ___________________________________________________________________
 CP0146* NAD 83(1986)-  32 51 51.     (N)    090 23 37.     (W)     SCALED    
 CP0146* NAVD 88     -        42.408  (meters)     139.13   (feet)  ADJUSTED  
 CP0146  ___________________________________________________________________
 CP0146  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0146  DYNAMIC HT  -          42.361 (meters)     138.98  (feet)  COMP
 CP0146  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CP0146
 CP0146  VERT ORDER  -  SECOND    CLASS 0
 CP0146
 CP0146.The horizontal coordinates were scaled from a topographic map and have
 CP0146.an estimated accuracy of +/- 6 seconds.
 CP0146
 CP0146.The orthometric height was determined by differential leveling
 CP0146.and adjusted in June 1991.
 CP0146
 CP0146.The geoid height was determined by GEOID03.
 CP0146
 CP0146.The dynamic height is computed by dividing the NAVD 88
 CP0146.geopotential number by the normal gravity value computed on the
 CP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0146.degrees latitude (g = 980.6199 gals.).
 CP0146
 CP0146.The modeled gravity was interpolated from observed gravity values.
 CP0146
 CP0146;                    North         East    Units  Estimated Accuracy
 CP0146;SPC MS W     -   372,980.      694,360.      MT  (+/- 180 meters Scaled)
 CP0146
 CP0146                          SUPERSEDED SURVEY CONTROL
 CP0146
 CP0146  NGVD 29 (??/??/92)   42.497  (m)          139.43   (f) ADJ UNCH    2 0
 CP0146
 CP0146.Superseded values are not recommended for survey control.
 CP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0146.See file dsdata.txt to determine how the superseded data were derived.
 CP0146
 CP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS438392(NAD 83)
 CP0146_MARKER: DD = SURVEY DISK
 CP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0146_STAMPING: BM 49V-37 (1960)
 CP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0146+STABILITY: SURFACE MOTION
 CP0146
 CP0146  HISTORY     - Date     Condition        Report By
 CP0146  HISTORY     - 1960     MONUMENTED       MSHD
 CP0146  HISTORY     - 1966     GOOD             MSHD
 CP0146  HISTORY     - 1985     MARK NOT FOUND   NGS
 CP0146  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CP0146
 CP0146                          STATION DESCRIPTION
 CP0146
 CP0146'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0146'3.4 MI NE FROM YAZOO CITY.
 CP0146'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0146'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0146'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0146'1.75 MILES TO 15TH STREET AND THE MARK ON THE LEFT AS DESCRIBED. IT IS
 CP0146'94.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GULF STATION, 53
 CP0146'FEET WEST OF THE CENTER OF HIGHWAY 49 EAST, 45.7 FEET NORTH OF THE
 CP0146'CENTER OF A MANHOLE COVER ON 15TH STREET, 30.2 FEET SOUTH OF A PHONE
 CP0146'BOOTH, 23 FEET NORTH OF A POWER POLE, AND 2.8 FEET EAST OF A METAL
 CP0146'WITNESS POST.
 CP0146
 CP0146                          STATION RECOVERY (1985)
 CP0146
 CP0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 CP0146'MARK NOT FOUND.
 CP0146
 CP0146                          STATION RECOVERY (1986)
 CP0146
 CP0146'RECOVERY NOTE BY US POWER SQUADRON 1986 (FSS)
 CP0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3312 ***********************************************************************
 CP3312  DESIGNATION -  49 V 38 RESET
 CP3312  PID         -  CP3312
 CP3312  STATE/COUNTY-  MS/YAZOO
 CP3312  USGS QUAD   -  CARTER (1988)
 CP3312
 CP3312                         *CURRENT SURVEY CONTROL
 CP3312  ___________________________________________________________________
 CP3312* NAD 83(1986)-  32 52 40.     (N)    090 23 30.     (W)     SCALED    
 CP3312* NAVD 88     -        35.61   (meters)     116.8    (feet)  RESET     
 CP3312  ___________________________________________________________________
 CP3312  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP3312  VERT ORDER  -  THIRD
 CP3312
 CP3312.The horizontal coordinates were scaled from a topographic map and have
 CP3312.an estimated accuracy of +/- 6 seconds.
 CP3312
 CP3312.The orthometric height was computed from unverified reset data.
 CP3312.No vertical observational check was made to the station.
 CP3312
 CP3312.The geoid height was determined by GEOID03.
 CP3312
 CP3312;                    North         East    Units  Estimated Accuracy
 CP3312;SPC MS W     -   374,490.      694,540.      MT  (+/- 180 meters Scaled)
 CP3312
 CP3312                          SUPERSEDED SURVEY CONTROL
 CP3312
 CP3312  NGVD 29 (08/12/04)   35.70   (m)          117.1    (f) RESET       3  
 CP3312
 CP3312.Superseded values are not recommended for survey control.
 CP3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3312.See file dsdata.txt to determine how the superseded data were derived.
 CP3312
 CP3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS440407(NAD 83)
 CP3312_MARKER: DB = BENCH MARK DISK
 CP3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3312_SP_SET: CONCRETE POST
 CP3312_STAMPING: 49 V-38 RESET 1985
 CP3312_MARK LOGO: NGS   
 CP3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3312+STABILITY: SURFACE MOTION
 CP3312
 CP3312  HISTORY     - Date     Condition        Report By
 CP3312  HISTORY     - 1985     MONUMENTED       NGS
 CP3312
 CP3312                          STATION DESCRIPTION
 CP3312
 CP3312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CP3312'2.75 MILES NORTH ALONG U.S. HIGHWAY 49 EAST FROM THE JUNCTION OF U.S.
 CP3312'HIGHWAY 49 WEST, AT THE EAST EDGE OF YAZOO CITY TO THE ENTRANCE TO
 CP3312'YAZOO COUNTY CLUB ON THE RIGHT AND MARK ON THE LEFT, 128.0 FT
 CP3312'(39.0 M) NORTH OF THE CENTER OF CLUB VIEW DRIVE, 100.0 FT (30.5 M)
 CP3312'WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 49 EAST, 72.0
 CP3312'FT (21.9 M) EAST OF THE CENTER OF GRAND AVENUE, 23.5 FT (7.2 M) WEST
 CP3312'OF THE WEST RAIL OF RAILROAD TRACK AND 2.0 FT (0.6 M) EAST OF
 CP3312'TELEPHONE POLE NO. 5729 1/2, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0151 ***********************************************************************
 CP0151  DESIGNATION -  49 V 39
 CP0151  PID         -  CP0151
 CP0151  STATE/COUNTY-  MS/YAZOO
 CP0151  USGS QUAD   -  CARTER (1988)
 CP0151
 CP0151                         *CURRENT SURVEY CONTROL
 CP0151  ___________________________________________________________________
 CP0151* NAD 83(1986)-  32 54 14.     (N)    090 22 58.     (W)     SCALED    
 CP0151* NAVD 88     -        35.755  (meters)     117.31   (feet)  ADJUSTED  
 CP0151  ___________________________________________________________________
 CP0151  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0151  DYNAMIC HT  -          35.715 (meters)     117.17  (feet)  COMP
 CP0151  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 CP0151
 CP0151  VERT ORDER  -  SECOND    CLASS 0
 CP0151
 CP0151.The horizontal coordinates were scaled from a topographic map and have
 CP0151.an estimated accuracy of +/- 6 seconds.
 CP0151
 CP0151.The orthometric height was determined by differential leveling
 CP0151.and adjusted in June 1991.
 CP0151
 CP0151.The geoid height was determined by GEOID03.
 CP0151
 CP0151.The dynamic height is computed by dividing the NAVD 88
 CP0151.geopotential number by the normal gravity value computed on the
 CP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0151.degrees latitude (g = 980.6199 gals.).
 CP0151
 CP0151.The modeled gravity was interpolated from observed gravity values.
 CP0151
 CP0151;                    North         East    Units  Estimated Accuracy
 CP0151;SPC MS W     -   377,380.      695,370.      MT  (+/- 180 meters Scaled)
 CP0151
 CP0151                          SUPERSEDED SURVEY CONTROL
 CP0151
 CP0151  NGVD 29 (??/??/92)   35.84   (m)          117.6    (f) COMPUTED    2 0
 CP0151
 CP0151.Superseded values are not recommended for survey control.
 CP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0151.See file dsdata.txt to determine how the superseded data were derived.
 CP0151
 CP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS447436(NAD 83)
 CP0151_MARKER: DD = SURVEY DISK
 CP0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0151_SP_SET: ABUTMENT
 CP0151_STAMPING: BM 49V-39 1960
 CP0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0151
 CP0151  HISTORY     - Date     Condition        Report By
 CP0151  HISTORY     - 1960     MONUMENTED       MSHD
 CP0151
 CP0151                          STATION DESCRIPTION
 CP0151
 CP0151'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0151'4.6 MI N FROM YAZOO CITY.
 CP0151'LOCATED ABOUT 4.6 MILES NORTH OF YAZOO CITY, ALONG U. S. HIGHWAY 49 E
 CP0151'IN A BRIDGE ABUTMENT IN FRONT OF MISSISSIPPI CHEMICAL CORPORATION. TO
 CP0151'REACH FROM THE MISSISSIPPI STATE HIGHWAY DEPARTMENT DISTRICT OFFICE IN
 CP0151'YAZOO CITY, GO SOUTHEAST ON U. S. HIGHWAY 49 W FOR 0.35 MILE TO A
 CP0151'4-WAY INTERSECTION, TURN LEFT, NORTH, ON U. S. HIGHWAY 49 E FOR 4.6
 CP0151'MILES TO A SMALL CONCRETE BRIDGE AND THE MARK IN THE NORTHEAST
 CP0151'ABUTMENT.  THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT DIVISION
 CP0151'BRONZE DISK, STAMPED BM 49V-39 1960, SET FLUSH IN THE CONCRETE
 CP0151'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0152 ***********************************************************************
 CP0152  DESIGNATION -  49 V 39 RESET
 CP0152  PID         -  CP0152
 CP0152  STATE/COUNTY-  MS/YAZOO
 CP0152  USGS QUAD   -  CARTER (1988)
 CP0152
 CP0152                         *CURRENT SURVEY CONTROL
 CP0152  ___________________________________________________________________
 CP0152* NAD 83(1986)-  32 54 13.     (N)    090 22 55.     (W)     SCALED    
 CP0152* NAVD 88     -        34.137  (meters)     112.00   (feet)  ADJUSTED  
 CP0152  ___________________________________________________________________
 CP0152  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0152  DYNAMIC HT  -          34.099 (meters)     111.87  (feet)  COMP
 CP0152  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 CP0152
 CP0152  VERT ORDER  -  SECOND    CLASS 0
 CP0152
 CP0152.The horizontal coordinates were scaled from a topographic map and have
 CP0152.an estimated accuracy of +/- 6 seconds.
 CP0152
 CP0152.The orthometric height was determined by differential leveling
 CP0152.and adjusted in June 1991.
 CP0152
 CP0152.The geoid height was determined by GEOID03.
 CP0152
 CP0152.The dynamic height is computed by dividing the NAVD 88
 CP0152.geopotential number by the normal gravity value computed on the
 CP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0152.degrees latitude (g = 980.6199 gals.).
 CP0152
 CP0152.The modeled gravity was interpolated from observed gravity values.
 CP0152
 CP0152;                    North         East    Units  Estimated Accuracy
 CP0152;SPC MS W     -   377,350.      695,450.      MT  (+/- 180 meters Scaled)
 CP0152
 CP0152                          SUPERSEDED SURVEY CONTROL
 CP0152
 CP0152  NGVD 29 (??/??/92)   34.22   (m)          112.3    (f) COMPUTED    2 0
 CP0152
 CP0152.Superseded values are not recommended for survey control.
 CP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0152.See file dsdata.txt to determine how the superseded data were derived.
 CP0152
 CP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS448436(NAD 83)
 CP0152_MARKER: DD = SURVEY DISK
 CP0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0152_STAMPING: BM 49V 39 RESET 1960
 CP0152_MARK LOGO: MSHD  
 CP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0152+STABILITY: SURFACE MOTION
 CP0152
 CP0152  HISTORY     - Date     Condition        Report By
 CP0152  HISTORY     - 1960     MONUMENTED       MSHD
 CP0152  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0152
 CP0152                          STATION DESCRIPTION
 CP0152
 CP0152'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0152'4.6 MI N FROM YAZOO CITY.
 CP0152'TO REACH FROM THE MISSISSIPPI STATE HIGHWAY DEPARTMENT DISTRICT OFFICE
 CP0152'IN YAZOO CITY GO SOUTHEAST ON U.S. HIGHWAY 49 WEST FOR 0.35 MILE TO A
 CP0152'FOUR-WAY INTERSECTION, TURN LEFT NORTH ON U.S. HIGHWAY 49 EAST FOR
 CP0152'4.65 MILES TO THE ENTRANCE TO THE MISSISSIPPI CHEMICAL CORPORATION ON
 CP0152'THE RIGHT, TURN RIGHT ON ASPHALT DRIVEWAY FOR ABOUT 200 FEET TO A
 CP0152'GRAVEL SERVICE ROAD AND PARKING LOT ON THE LEFT, TURN LEFT NORTH AND
 CP0152'FOLLOW SERVICE ROAD FOR 0.1 MILE TO A LARGE WATER-WELL PUMP ON THE
 CP0152'LEFT AND MARK ON THE RIGHT.  IT IS 96.6 FEET EAST OF THE NORTHEAST
 CP0152'CORNER OF CONCRETE PUMP PLATFORM, 93.8 FEET NORTH OF THE NORTHWEST
 CP0152'CORNER OF A MANHOLE COVER, ABOUT 60 FEET EAST OF THE CENTER OF SERVICE
 CP0152'ROAD, 58.2 FEET SOUTHEAST OF A GATE POST, AND 45.4 FEET SOUTH OF AN
 CP0152'EASTWEST FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0425 ***********************************************************************
 CP0425  DESIGNATION -  49 V 4
 CP0425  PID         -  CP0425
 CP0425  STATE/COUNTY-  MS/HINDS
 CP0425  USGS QUAD   -  JACKSON (1998)
 CP0425
 CP0425                         *CURRENT SURVEY CONTROL
 CP0425  ___________________________________________________________________
 CP0425* NAD 83(1986)-  32 19 53.     (N)    090 12 10.     (W)     SCALED    
 CP0425* NAVD 88     -        95.131  (meters)     312.11   (feet)  ADJUSTED  
 CP0425  ___________________________________________________________________
 CP0425  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0425  DYNAMIC HT  -          95.024 (meters)     311.76  (feet)  COMP
 CP0425  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CP0425
 CP0425  VERT ORDER  -  SECOND    CLASS 0
 CP0425
 CP0425.The horizontal coordinates were scaled from a topographic map and have
 CP0425.an estimated accuracy of +/- 6 seconds.
 CP0425
 CP0425.The orthometric height was determined by differential leveling
 CP0425.and adjusted in June 1991.
 CP0425
 CP0425.The geoid height was determined by GEOID03.
 CP0425
 CP0425.The dynamic height is computed by dividing the NAVD 88
 CP0425.geopotential number by the normal gravity value computed on the
 CP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0425.degrees latitude (g = 980.6199 gals.).
 CP0425
 CP0425.The modeled gravity was interpolated from observed gravity values.
 CP0425
 CP0425;                    North         East    Units  Estimated Accuracy
 CP0425;SPC MS W     -   313,900.      712,290.      MT  (+/- 180 meters Scaled)
 CP0425
 CP0425                          SUPERSEDED SURVEY CONTROL
 CP0425
 CP0425  NGVD 29 (??/??/92)   95.214  (m)          312.38   (f) ADJ UNCH    2 0
 CP0425
 CP0425.Superseded values are not recommended for survey control.
 CP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0425.See file dsdata.txt to determine how the superseded data were derived.
 CP0425
 CP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR633806(NAD 83)
 CP0425_MARKER: DD = SURVEY DISK
 CP0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0425_STAMPING: BM 49V-4 1960
 CP0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0425+STABILITY: SURFACE MOTION
 CP0425
 CP0425  HISTORY     - Date     Condition        Report By
 CP0425  HISTORY     - 1960     MONUMENTED       MSHD
 CP0425  HISTORY     - 1977     GOOD             MSHD
 CP0425
 CP0425                          STATION DESCRIPTION
 CP0425
 CP0425'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0425'2.4 MI NW FROM JACKSON.
 CP0425'THE MARK IS LOCATED 2.4 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0425'JACKSON ON THE NORTHEAST RIGHT OF WAY OF DELTA DRIVE NEAR ITS JUNCTION
 CP0425'WITH PLYMOUTH BLVD. IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
 CP0425'SECTION 28, T 6N, R 1E.  IT IS 60.5 FEET SOUTHEAST OF THE WEST CORNER
 CP0425'OF THE CYCLONE FENCE AROUND NORTHGATE TRAILOR PARK, 19 FEET NORTHEAST
 CP0425'OF THE CENTER OF THE NORTH BOUND LANE OF DELTA DRIVE, 9.5 FEET WEST OF
 CP0425'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CULVERT, 2 FEET
 CP0425'SOUTHWEST OF A FENCE AND A METAL WITNESS POST, 1.5 FEET SOUTHEAST OF A
 CP0425'UTILITY POLE SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH
 CP0425'WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN JACKSON
 CP0425'GO NORTH ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW
 CP0425'WILSON DRIVE.  TURN LEFT AND GO WEST ON WOODROW WILSON DRIVE FOR 0.9
 CP0425'MILE TO A FIVE POINT INTERSECTION. CONTINUE NORTHWEST ON DELTA DRIVE
 CP0425'(U.S. HIGHWAY 49) FOR 0.5 MILE TO THE MARK ON THE RIGHT JUST BEFORE
 CP0425'REACHING THE ENTRANCE TO THE BAKERY DISCOUNT STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3307 ***********************************************************************
 BH3307  DESIGNATION -  49 V 4 A
 BH3307  PID         -  BH3307
 BH3307  STATE/COUNTY-  MS/HARRISON
 BH3307  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3307
 BH3307                         *CURRENT SURVEY CONTROL
 BH3307  ___________________________________________________________________
 BH3307* NAD 83(1986)-  30 29 03.     (N)    089 06 12.     (W)     SCALED    
 BH3307* NAVD 88     -        19.346  (meters)      63.47   (feet)  ADJUSTED  
 BH3307  ___________________________________________________________________
 BH3307  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH3307  DYNAMIC HT  -          19.320 (meters)      63.39  (feet)  COMP
 BH3307  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 BH3307
 BH3307  VERT ORDER  -  SECOND    CLASS II
 BH3307
 BH3307.The horizontal coordinates were scaled from a topographic map and have
 BH3307.an estimated accuracy of +/- 6 seconds.
 BH3307
 BH3307.The orthometric height was determined by differential leveling
 BH3307.and adjusted in May 1996.
 BH3307
 BH3307.The geoid height was determined by GEOID03.
 BH3307
 BH3307.The dynamic height is computed by dividing the NAVD 88
 BH3307.geopotential number by the normal gravity value computed on the
 BH3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3307.degrees latitude (g = 980.6199 gals.).
 BH3307
 BH3307.The modeled gravity was interpolated from observed gravity values.
 BH3307
 BH3307;                    North         East    Units  Estimated Accuracy
 BH3307;SPC MS E     -   109,120.      274,080.      MT  (+/- 180 meters Scaled)
 BH3307
 BH3307                          SUPERSEDED SURVEY CONTROL
 BH3307
 BH3307.No superseded survey control is available for this station.
 BH3307
 BH3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU981743(NAD 83)
 BH3307_MARKER: DD = SURVEY DISK
 BH3307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3307_SP_SET: PIPE CULVERT
 BH3307_STAMPING: BM 49 V 4A 1988
 BH3307_MARK LOGO: MSHD  
 BH3307_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3307+STABILITY: SURFACE MOTION
 BH3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3307+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3307
 BH3307  HISTORY     - Date     Condition        Report By
 BH3307  HISTORY     - 1988     MONUMENTED       MSHD
 BH3307  HISTORY     - 20081129 MARK NOT FOUND   MSSU
 BH3307
 BH3307                          STATION DESCRIPTION
 BH3307
 BH3307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3307'MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF GULFPORT, ON THE
 BH3307'EAST SIDE OF U.S. HIGHWAY 49, IN A CONCRETE SLAB IN FRONT OF A
 BH3307'COMBINATION CONCRETE BLOCK AND METAL BUILDING USED FOR BINGO, ON
 BH3307'THE NORTH SIDE OF TOURIEL STREET, 1.1 MI (1.8 KM) SOUTH OF THE JUNCTIO
 BH3307'OF U.S. HIGHWAY 49 AND STATE HIGHWAY 53 AT LYMAN AND IS IN SECTION
 BH3307'33, T 6S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER U.S. HIGHWAY 49,
 BH3307'4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR
 BH3307'3.65 MI (5.87 KM) TO THE MARK ON THE RIGHT JUST BEYOND TOURIEL STREET.
 BH3307'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 BH3307'NORTHEAST CORNER OF A CONCRETE SLAB, 337 FT (102.7 M) EAST OF THE
 BH3307'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 231 FT (70.4 M) NORTH
 BH3307'OF THE CENTER OF TOURIEL STREET, 48 FT (14.6 M) NORTH OF THE SOUTHWEST
 BH3307'CORNER OF THE BUILDING, 5.7 FT (1.7 M) EAST OF THE NORTHWEST CORNER
 BH3307'OF THE SLAB, 2.3 FT (0.7 M) WEST OF THE WEST WALL OF THE BUILDING AND
 BH3307'0.45 FT (0.14 M) SOUTH OF THE NORTH EDGE OF THE SLAB.
 BH3307
 BH3307                          STATION RECOVERY (2008)
 BH3307
 BH3307'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (AT)
 BH3307'NEW PAVEMENT HAS BEEN PLACED WHERE MARK IS REPORTED TO BE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0154 ***********************************************************************
 CP0154  DESIGNATION -  49 V 40
 CP0154  PID         -  CP0154
 CP0154  STATE/COUNTY-  MS/YAZOO
 CP0154  USGS QUAD   -  CARTER (1988)
 CP0154
 CP0154                         *CURRENT SURVEY CONTROL
 CP0154  ___________________________________________________________________
 CP0154* NAD 83(1986)-  32 55 02.     (N)    090 22 50.     (W)     SCALED    
 CP0154* NAVD 88     -        35.906  (meters)     117.80   (feet)  ADJUSTED  
 CP0154  ___________________________________________________________________
 CP0154  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0154  DYNAMIC HT  -          35.867 (meters)     117.67  (feet)  COMP
 CP0154  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CP0154
 CP0154  VERT ORDER  -  SECOND    CLASS 0
 CP0154
 CP0154.The horizontal coordinates were scaled from a topographic map and have
 CP0154.an estimated accuracy of +/- 6 seconds.
 CP0154
 CP0154.The orthometric height was determined by differential leveling
 CP0154.and adjusted in June 1991.
 CP0154
 CP0154.The geoid height was determined by GEOID03.
 CP0154
 CP0154.The dynamic height is computed by dividing the NAVD 88
 CP0154.geopotential number by the normal gravity value computed on the
 CP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0154.degrees latitude (g = 980.6199 gals.).
 CP0154
 CP0154.The modeled gravity was interpolated from observed gravity values.
 CP0154
 CP0154;                    North         East    Units  Estimated Accuracy
 CP0154;SPC MS W     -   378,860.      695,580.      MT  (+/- 180 meters Scaled)
 CP0154
 CP0154                          SUPERSEDED SURVEY CONTROL
 CP0154
 CP0154  NGVD 29 (??/??/92)   35.99   (m)          118.1    (f) COMPUTED    2 0
 CP0154
 CP0154.Superseded values are not recommended for survey control.
 CP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0154.See file dsdata.txt to determine how the superseded data were derived.
 CP0154
 CP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS449451(NAD 83)
 CP0154_MARKER: DD = SURVEY DISK
 CP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0154_STAMPING: BM 49V-40 1960
 CP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0154+STABILITY: SURFACE MOTION
 CP0154
 CP0154  HISTORY     - Date     Condition        Report By
 CP0154  HISTORY     - 1960     MONUMENTED       MSHD
 CP0154
 CP0154                          STATION DESCRIPTION
 CP0154
 CP0154'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0154'5.6 MI N FROM YAZZO CITY.
 CP0154'LOCATED ABOUT 5.6 MILES NORTH OF YAZOO CITY, ALONG U. S. HIGHWAY 49 E
 CP0154'ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE MISSISSIPPI STATE HIGHWAY
 CP0154'DEPARTMENT DISTRICT OFFICE IN YAZOO CITY, GO SOUTHEAST ON U. S.
 CP0154'HIGHWAY 49 W FOR 0.35 MILE TO A FOUR-WAY INTERSECTION, TURN LEFT,
 CP0154'NORTH, ON U. S. HIGHWAY 49 E FOR 4.7 MILES TO THE ENTRANCE OF
 CP0154'MISSISSIPPI CHEMICAL CORPORATION ON RIGHT, CONTINUE NORTH ON HIGHWAY
 CP0154'49 E FOR 0.95 MILE TO A GRAVEL ROAD LEADING NORTHEAST AND THE MARK ON
 CP0154'LEFT.  THE MARK IS A STANDARD PHOTRONICS DEVELOPMENT DIVISION BRONZE
 CP0154'DISK, STAMPED BM 49V-40 1960, SET IN THE TOP OF A 10-INCH SQUARE
 CP0154'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 93 FEET NORTHWEST OF A
 CP0154'30-INCH COTTONWOOD TREE, 66 FEET WEST OF A 36-INCH COTTONWOOD TREE, 46
 CP0154'FEET EAST OF THE CENTER OF RAILROAD, 28 FEET WEST OF THE CENTER LINE
 CP0154'OF HIGHWAY 49 E, 11 FEET SOUTHWEST OF A 3 FOOT BOX CULVERT, AND 3 FEET
 CP0154'NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0155 ***********************************************************************
 CP0155  DESIGNATION -  49 V 40 RESET
 CP0155  PID         -  CP0155
 CP0155  STATE/COUNTY-  MS/YAZOO
 CP0155  USGS QUAD   -  CARTER (1988)
 CP0155
 CP0155                         *CURRENT SURVEY CONTROL
 CP0155  ___________________________________________________________________
 CP0155* NAD 83(1986)-  32 55 02.     (N)    090 22 50.     (W)     SCALED    
 CP0155* NAVD 88     -        40.234  (meters)     132.00   (feet)  ADJUSTED  
 CP0155  ___________________________________________________________________
 CP0155  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0155  DYNAMIC HT  -          40.189 (meters)     131.85  (feet)  COMP
 CP0155  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 CP0155
 CP0155  VERT ORDER  -  SECOND    CLASS 0
 CP0155
 CP0155.The horizontal coordinates were scaled from a topographic map and have
 CP0155.an estimated accuracy of +/- 6 seconds.
 CP0155
 CP0155.The orthometric height was determined by differential leveling
 CP0155.and adjusted in June 1991.
 CP0155
 CP0155.The geoid height was determined by GEOID03.
 CP0155
 CP0155.The dynamic height is computed by dividing the NAVD 88
 CP0155.geopotential number by the normal gravity value computed on the
 CP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0155.degrees latitude (g = 980.6199 gals.).
 CP0155
 CP0155.The modeled gravity was interpolated from observed gravity values.
 CP0155
 CP0155;                    North         East    Units  Estimated Accuracy
 CP0155;SPC MS W     -   378,860.      695,580.      MT  (+/- 180 meters Scaled)
 CP0155
 CP0155                          SUPERSEDED SURVEY CONTROL
 CP0155
 CP0155  NGVD 29 (??/??/92)   40.32   (m)          132.3    (f) COMPUTED    2 0
 CP0155
 CP0155.Superseded values are not recommended for survey control.
 CP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0155.See file dsdata.txt to determine how the superseded data were derived.
 CP0155
 CP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS449451(NAD 83)
 CP0155_MARKER: DD = SURVEY DISK
 CP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0155_STAMPING: BM 49V 40 RESET 1960
 CP0155_MARK LOGO: MSHD  
 CP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0155+STABILITY: SURFACE MOTION
 CP0155
 CP0155  HISTORY     - Date     Condition        Report By
 CP0155  HISTORY     - 1960     MONUMENTED       MSHD
 CP0155  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0155
 CP0155                          STATION DESCRIPTION
 CP0155
 CP0155'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0155'5.6 MI N FROM YAZOO CITY.
 CP0155'TO REACH FROM THE MISSISSIPPI HIGHWAY DEPARTMENT DISTRICT OFFICE IN
 CP0155'YAZOO CITY GO SOUTHEAST ON U.S. HIGHWAY 49 WEST FOR 0.35 MILE TO A
 CP0155'FOUR-WAY INTERSECTION, TURN LEFT (NORTH) ON U.S. HIGHWAY 49 EAST FOR
 CP0155'4.65 MILES TO THE ENTRANCE TO THE MISSISSIPPI CHEMICAL COMPANY ON THE
 CP0155'RIGHT, CONTINUE NORTH ON HIGHWAY 49 EAST FOR 0.9 MILE TO A GRAVEL ROAD
 CP0155'AND THE MARK ON THE RIGHT.  IT IS 160 FEET EAST OF THE CENTER OF
 CP0155'HIGHWAY 49 EAST, 77.8 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 CP0155'A HOUSE, 57.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 CP0155'10.4 FEET NORTH OF A GATE POST, AND 1.9 FEET NORTH OF A METAL WITNESS
 CP0155'POST.  NOTE-- THE MARK IS BELIEVED TO BE DESTROYED BY RECENT GRADING
 CP0155'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0157 ***********************************************************************
 CP0157  DESIGNATION -  49 V 41 RESET
 CP0157  PID         -  CP0157
 CP0157  STATE/COUNTY-  MS/YAZOO
 CP0157  USGS QUAD   -  EDEN (1988)
 CP0157
 CP0157                         *CURRENT SURVEY CONTROL
 CP0157  ___________________________________________________________________
 CP0157* NAD 83(1986)-  32 56 30.     (N)    090 21 57.     (W)     SCALED    
 CP0157* NAVD 88     -        32.012  (meters)     105.03   (feet)  ADJUSTED  
 CP0157  ___________________________________________________________________
 CP0157  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0157  DYNAMIC HT  -          31.977 (meters)     104.91  (feet)  COMP
 CP0157  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CP0157
 CP0157  VERT ORDER  -  SECOND    CLASS 0
 CP0157
 CP0157.The horizontal coordinates were scaled from a topographic map and have
 CP0157.an estimated accuracy of +/- 6 seconds.
 CP0157
 CP0157.The orthometric height was determined by differential leveling
 CP0157.and adjusted in June 1991.
 CP0157
 CP0157.The geoid height was determined by GEOID03.
 CP0157
 CP0157.The dynamic height is computed by dividing the NAVD 88
 CP0157.geopotential number by the normal gravity value computed on the
 CP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0157.degrees latitude (g = 980.6199 gals.).
 CP0157
 CP0157.The modeled gravity was interpolated from observed gravity values.
 CP0157
 CP0157;                    North         East    Units  Estimated Accuracy
 CP0157;SPC MS W     -   381,570.      696,960.      MT  (+/- 180 meters Scaled)
 CP0157
 CP0157                          SUPERSEDED SURVEY CONTROL
 CP0157
 CP0157  NGVD 29 (??/??/92)   32.06   (m)          105.2    (f) COMPUTED    2 0
 CP0157
 CP0157.Superseded values are not recommended for survey control.
 CP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0157.See file dsdata.txt to determine how the superseded data were derived.
 CP0157
 CP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS462479(NAD 83)
 CP0157_MARKER: DD = SURVEY DISK
 CP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0157_STAMPING: 49V-41 RESET 1960
 CP0157_MARK LOGO: MSHD  
 CP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0157+STABILITY: SURFACE MOTION
 CP0157
 CP0157  HISTORY     - Date     Condition        Report By
 CP0157  HISTORY     - 1960     MONUMENTED       MSHD
 CP0157  HISTORY     - 1966     GOOD             NGS
 CP0157
 CP0157                          STATION DESCRIPTION
 CP0157
 CP0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CP0157'6 MI NE FROM YAZOO CITY.
 CP0157'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0157'U.S. HIGHWAY 49 WEST FOR 1.7 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 CP0157'49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR 3.55
 CP0157'MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON HIGHWAY
 CP0157'49 EAST FOR 4.3 MILES TO A SIDE ROAD RIGHT, AND THE MARK ON THE LEFT
 CP0157'AS DESCRIBED.  IT IS 172 FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY
 CP0157'49 EAST, 70 FEET WEST-NORTHWEST OF THE WEST RAIL, 51.8 FEET WEST OF A
 CP0157'TELEPHONE POLE, 50 FEET WEST OF A LARGE CONCRETE PIPE UNDER RAILROAD
 CP0157'TRACK, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, AND 1.3 FEET
 CP0157'EAST-SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0158 ***********************************************************************
 CP0158  DESIGNATION -  49 V 42
 CP0158  PID         -  CP0158
 CP0158  STATE/COUNTY-  MS/YAZOO
 CP0158  USGS QUAD   -  EDEN (1988)
 CP0158
 CP0158                         *CURRENT SURVEY CONTROL
 CP0158  ___________________________________________________________________
 CP0158* NAD 83(1986)-  32 57 15.     (N)    090 21 17.     (W)     SCALED    
 CP0158* NAVD 88     -        33.824  (meters)     110.97   (feet)  ADJUSTED  
 CP0158  ___________________________________________________________________
 CP0158  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CP0158  DYNAMIC HT  -          33.787 (meters)     110.85  (feet)  COMP
 CP0158  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CP0158
 CP0158  VERT ORDER  -  SECOND    CLASS 0
 CP0158
 CP0158.The horizontal coordinates were scaled from a topographic map and have
 CP0158.an estimated accuracy of +/- 6 seconds.
 CP0158
 CP0158.The orthometric height was determined by differential leveling
 CP0158.and adjusted in June 1991.
 CP0158
 CP0158.The geoid height was determined by GEOID03.
 CP0158
 CP0158.The dynamic height is computed by dividing the NAVD 88
 CP0158.geopotential number by the normal gravity value computed on the
 CP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0158.degrees latitude (g = 980.6199 gals.).
 CP0158
 CP0158.The modeled gravity was interpolated from observed gravity values.
 CP0158
 CP0158;                    North         East    Units  Estimated Accuracy
 CP0158;SPC MS W     -   382,960.      698,000.      MT  (+/- 180 meters Scaled)
 CP0158
 CP0158                          SUPERSEDED SURVEY CONTROL
 CP0158
 CP0158  NGVD 29 (??/??/92)   33.88   (m)          111.2    (f) COMPUTED    2 0
 CP0158
 CP0158.Superseded values are not recommended for survey control.
 CP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0158.See file dsdata.txt to determine how the superseded data were derived.
 CP0158
 CP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS472493(NAD 83)
 CP0158_MARKER: DD = SURVEY DISK
 CP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0158_STAMPING: BM 49V-42 1960
 CP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0158+STABILITY: SURFACE MOTION
 CP0158
 CP0158  HISTORY     - Date     Condition        Report By
 CP0158  HISTORY     - 1960     MONUMENTED       MSHD
 CP0158  HISTORY     - 1966     GOOD             MSHD
 CP0158
 CP0158                          STATION DESCRIPTION
 CP0158
 CP0158'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0158'10.2 MI NE FROM YAZOO CITY.
 CP0158'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0158'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0158'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0158'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 CP0158'HIGHWAY 49 EAST FOR 5.2 MILES TO A 4 FOOT BOX CULVERT, AND THE MARK ON
 CP0158'THE LEFT AS DESCRIBED.  IT IS 45 FEET NORTHWEST OF THE CENTER OF
 CP0158'HIGHWAY 49 EAST, 41.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 27 FEET
 CP0158'EAST OF THE CENTER OF THE MOST NORTHERN OF TWO 4 FEET CONCRETE PIPES,
 CP0158'23.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BOX CULVERT, AND
 CP0158'1.9 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0164 ***********************************************************************
 CP0164  DESIGNATION -  49 V 43 RESET
 CP0164  PID         -  CP0164
 CP0164  STATE/COUNTY-  MS/YAZOO
 CP0164  USGS QUAD   -  EDEN (1988)
 CP0164
 CP0164                         *CURRENT SURVEY CONTROL
 CP0164  ___________________________________________________________________
 CP0164* NAD 83(1986)-  32 58 06.     (N)    090 19 45.     (W)     SCALED    
 CP0164* NAVD 88     -        42.898  (meters)     140.74   (feet)  ADJUSTED  
 CP0164  ___________________________________________________________________
 CP0164  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP0164  DYNAMIC HT  -          42.851 (meters)     140.59  (feet)  COMP
 CP0164  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 CP0164
 CP0164  VERT ORDER  -  SECOND    CLASS 0
 CP0164
 CP0164.The horizontal coordinates were scaled from a topographic map and have
 CP0164.an estimated accuracy of +/- 6 seconds.
 CP0164
 CP0164.The orthometric height was determined by differential leveling
 CP0164.and adjusted in June 1991.
 CP0164
 CP0164.The geoid height was determined by GEOID03.
 CP0164
 CP0164.The dynamic height is computed by dividing the NAVD 88
 CP0164.geopotential number by the normal gravity value computed on the
 CP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0164.degrees latitude (g = 980.6199 gals.).
 CP0164
 CP0164.The modeled gravity was interpolated from observed gravity values.
 CP0164
 CP0164;                    North         East    Units  Estimated Accuracy
 CP0164;SPC MS W     -   384,530.      700,390.      MT  (+/- 180 meters Scaled)
 CP0164
 CP0164                          SUPERSEDED SURVEY CONTROL
 CP0164
 CP0164  NGVD 29 (??/??/92)   42.94   (m)          140.9    (f) COMPUTED    2 0
 CP0164
 CP0164.Superseded values are not recommended for survey control.
 CP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0164.See file dsdata.txt to determine how the superseded data were derived.
 CP0164
 CP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS496509(NAD 83)
 CP0164_MARKER: DD = SURVEY DISK
 CP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0164_STAMPING: 49V-43 RESET (1960)
 CP0164_MARK LOGO: MSHD  
 CP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0164+STABILITY: SURFACE MOTION
 CP0164
 CP0164  HISTORY     - Date     Condition        Report By
 CP0164  HISTORY     - 1960     MONUMENTED       MSHD
 CP0164  HISTORY     - 1966     GOOD             MSHD
 CP0164
 CP0164                          STATION DESCRIPTION
 CP0164
 CP0164'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0164'11.85 MI NE FROM YAZOO CITY.
 CP0164'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0164'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0164'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0164'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 CP0164'HIGHWAY 49 EAST FOR 6.85 MILES TO A SIDE ROAD AND A DRIVEWAY RIGHT,
 CP0164'TURN RIGHT (EAST) AND CONTINUE ON THE DRIVEWAY FOR APPROXIMATELY 250
 CP0164'FEET TO A HOUSE ON THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED. IT
 CP0164'IS 63.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 58 FEET
 CP0164'NORTH OF THE NORTHWEST CORNER OF A SHED, 40.5 FEET EAST OF A 20 INCH
 CP0164'PECAN, 30 FEET NORTHEAST OF A 15 INCH PECAN, 22 FEET NORTHEAST OF THE
 CP0164'CENTER OF THE DRIVEWAY, AND 1.9 FEET SOUTHEAST OF A METAL WITNESS
 CP0164'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0165 ***********************************************************************
 CP0165  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0165  DESIGNATION -  49 V 44
 CP0165  PID         -  CP0165
 CP0165  STATE/COUNTY-  MS/YAZOO
 CP0165  USGS QUAD   -  EDEN (1988)
 CP0165
 CP0165                         *CURRENT SURVEY CONTROL
 CP0165  ___________________________________________________________________
 CP0165* NAD 83(2007)-  32 59 06.00447(N)    090 19 00.11735(W)     ADJUSTED  
 CP0165* NAVD 88     -        34.60   (meters)     113.5    (feet)  GPS OBS   
 CP0165  ___________________________________________________________________
 CP0165  EPOCH DATE  -        2002.00
 CP0165  X           -     -29,601.456 (meters)                     COMP
 CP0165  Y           -  -5,355,305.242 (meters)                     COMP
 CP0165  Z           -   3,452,567.661 (meters)                     COMP
 CP0165  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CP0165  ELLIP HEIGHT-           7.726 (meters)          (02/15/08) ADJUSTED
 CP0165  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP0165  HORZ ORDER  -  FIRST
 CP0165  ELLP ORDER  -  FOURTH    CLASS II
 CP0165
 CP0165.The horizontal coordinates were established by GPS observations
 CP0165.and adjusted by the EMC INCORPORATED in February 2008.
 CP0165
 CP0165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0165.The horizontal coordinates are valid at the epoch date displayed above.
 CP0165.The epoch date for horizontal control is a decimal equivalence
 CP0165.of Year/Month/Day.
 CP0165
 CP0165.The orthometric height was determined by GPS observations and a
 CP0165.high-resolution geoid model.
 CP0165.The orthometric height was determined by GPS observations and a
 CP0165.high-resolution geoid model using precise GPS observation and
 CP0165.processing techniques. It supersedes the leveled height previously
 CP0165.determined for this station.
 CP0165
 CP0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0165
 CP0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0165
 CP0165.The ellipsoidal height was determined by GPS observations
 CP0165.and is referenced to NAD 83.
 CP0165
 CP0165.The geoid height was determined by GEOID03.
 CP0165
 CP0165;                    North         East     Units Scale Factor Converg.
 CP0165;SPC MS W     -   386,376.143   701,554.693   MT  0.99995003   +0 00 32.6
 CP0165;SPC MS W     - 1,267,635.73  2,301,684.02   sFT  0.99995003   +0 00 32.6
 CP0165;UTM  15      - 3,652,822.133   750,742.790   MT  1.00037528   +1 27 41.8
 CP0165
 CP0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0165!SPC MS W     -   0.99999879  x   0.99995003  =   0.99994882
 CP0165!UTM  15      -   0.99999879  x   1.00037528  =   1.00037407
 CP0165
 CP0165                          SUPERSEDED SURVEY CONTROL
 CP0165
 CP0165  NAVD 88 (06/15/91)   34.654  (m)          113.69   (f) ADJUSTED    2 0
 CP0165  NGVD 29 (??/??/92)   34.69   (m)          113.8    (f) COMPUTED    2 0
 CP0165
 CP0165.Superseded values are not recommended for survey control.
 CP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0165.See file dsdata.txt to determine how the superseded data were derived.
 CP0165
 CP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5074352822(NAD 83)
 CP0165_MARKER: DD = SURVEY DISK
 CP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0165_STAMPING: BM 49V-44 1960
 CP0165_MARK LOGO: NONE  
 CP0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0165+STABILITY: SURFACE MOTION
 CP0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0165+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 CP0165
 CP0165  HISTORY     - Date     Condition        Report By
 CP0165  HISTORY     - 1960     MONUMENTED       MSHD
 CP0165  HISTORY     - 1966     GOOD             MSHD
 CP0165  HISTORY     - 20070125 GOOD             EMCINC
 CP0165
 CP0165                          STATION DESCRIPTION
 CP0165
 CP0165'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0165'13.4 MI NE FROM YAZOO CITY.
 CP0165'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0165'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0165'HIGHWAY 49 EAST, TURN LEFT NORTH AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0165'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 CP0165'HIGHWAY 49 EAST FOR 8.4 MILES TO A CROSSROADS AND THE MARK ON THE LEFT
 CP0165'AS DESCRIBED.  IT IS 59 FEET WEST OF THE CENTER OF HIGHWAY 49 EAST,
 CP0165'45.4 FEET NORTH OF THE NORTHEAST BRICK PILLAR OF MARTINS GROCERY, 25
 CP0165'FEET NORTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD, 7 FEET
 CP0165'SOUTH OF A TELEPHONE POLE, 2.5 FEET SOUTHEAST OF A FENCE CORNER, AND
 CP0165'2.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 CP0165
 CP0165                          STATION RECOVERY (2007)
 CP0165
 CP0165'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0170 ***********************************************************************
 CP0170  DESIGNATION -  49 V 45 RESET
 CP0170  PID         -  CP0170
 CP0170  STATE/COUNTY-  MS/YAZOO
 CP0170  USGS QUAD   -  EDEN (1988)
 CP0170
 CP0170                         *CURRENT SURVEY CONTROL
 CP0170  ___________________________________________________________________
 CP0170* NAD 83(1986)-  32 59 54.     (N)    090 19 08.     (W)     SCALED    
 CP0170* NAVD 88     -        33.286  (meters)     109.21   (feet)  ADJUSTED  
 CP0170  ___________________________________________________________________
 CP0170  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP0170  DYNAMIC HT  -          33.250 (meters)     109.09  (feet)  COMP
 CP0170  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP0170
 CP0170  VERT ORDER  -  SECOND    CLASS 0
 CP0170
 CP0170.The horizontal coordinates were scaled from a topographic map and have
 CP0170.an estimated accuracy of +/- 6 seconds.
 CP0170
 CP0170.The orthometric height was determined by differential leveling
 CP0170.and adjusted in June 1991.
 CP0170
 CP0170.The geoid height was determined by GEOID03.
 CP0170
 CP0170.The dynamic height is computed by dividing the NAVD 88
 CP0170.geopotential number by the normal gravity value computed on the
 CP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0170.degrees latitude (g = 980.6199 gals.).
 CP0170
 CP0170.The modeled gravity was interpolated from observed gravity values.
 CP0170
 CP0170;                    North         East    Units  Estimated Accuracy
 CP0170;SPC MS W     -   387,860.      701,350.      MT  (+/- 180 meters Scaled)
 CP0170
 CP0170                          SUPERSEDED SURVEY CONTROL
 CP0170
 CP0170  NGVD 29 (??/??/92)   33.339  (m)          109.38   (f) ADJ UNCH    2 0
 CP0170
 CP0170.Superseded values are not recommended for survey control.
 CP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0170.See file dsdata.txt to determine how the superseded data were derived.
 CP0170
 CP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS505542(NAD 83)
 CP0170_MARKER: DD = SURVEY DISK
 CP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0170_STAMPING: 49V-45 RESET (1960)
 CP0170_MARK LOGO: MSHD  
 CP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0170+STABILITY: SURFACE MOTION
 CP0170
 CP0170  HISTORY     - Date     Condition        Report By
 CP0170  HISTORY     - 1960     MONUMENTED       MSHD
 CP0170  HISTORY     - 1966     GOOD             MSHD
 CP0170
 CP0170                          STATION DESCRIPTION
 CP0170
 CP0170'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0170'IN YAZOO CITY.
 CP0170'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0170'U.S. HIGHWAY 49 WEST FOR 1.65 MILES TO THE INTERSECTION OF U.S.
 CP0170'HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49 EAST FOR
 CP0170'3.35 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS, CONTINUE NORTH ON
 CP0170'HIGHWAY 49 EAST FOR CROSSROADS, CONTINUE NORTH ON HIGHWAY 49 EAST FOR
 CP0170'1.0 MILE TO A DRIVEWAY ON THE RIGHT JUST PAST A CONCRETE BRIDGE, TURN
 CP0170'RIGHT (SOUTHEAST) AND CONTINUE ON THE DRIVEWAY FOR APPROXIMATELY 250
 CP0170'FEET TO THE BACK OF THE HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
 CP0170'IT IS 48.7 FEET EAST OF THE SOUTHEAST CORNER OF A SHED, 48.5 FEET
 CP0170'SOUTHWEST OF THE CENTER OF THE LEVEE, 25.2 FEET EAST OF A 24 INCH
 CP0170'COTTONWOOD, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0260 ***********************************************************************
 DK0260  DESIGNATION -  49 V 46 MSHD RESET 1960
 DK0260  PID         -  DK0260
 DK0260  STATE/COUNTY-  MS/HOLMES
 DK0260  USGS QUAD   -  THORNTON (1982)
 DK0260
 DK0260                         *CURRENT SURVEY CONTROL
 DK0260  ___________________________________________________________________
 DK0260* NAD 83(1986)-  33 00 38.     (N)    090 19 33.     (W)     SCALED    
 DK0260* NAVD 88     -        32.573  (meters)     106.87   (feet)  ADJUSTED  
 DK0260  ___________________________________________________________________
 DK0260  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DK0260  DYNAMIC HT  -          32.538 (meters)     106.75  (feet)  COMP
 DK0260  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 DK0260
 DK0260  VERT ORDER  -  SECOND    CLASS 0
 DK0260
 DK0260.The horizontal coordinates were scaled from a topographic map and have
 DK0260.an estimated accuracy of +/- 6 seconds.
 DK0260
 DK0260.The orthometric height was determined by differential leveling
 DK0260.and adjusted in June 1991.
 DK0260
 DK0260.The geoid height was determined by GEOID03.
 DK0260
 DK0260.The dynamic height is computed by dividing the NAVD 88
 DK0260.geopotential number by the normal gravity value computed on the
 DK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0260.degrees latitude (g = 980.6199 gals.).
 DK0260
 DK0260.The modeled gravity was interpolated from observed gravity values.
 DK0260
 DK0260;                    North         East    Units  Estimated Accuracy
 DK0260;SPC MS W     -   389,210.      700,700.      MT  (+/- 180 meters Scaled)
 DK0260
 DK0260                          SUPERSEDED SURVEY CONTROL
 DK0260
 DK0260  NGVD 29 (??/??/??)   32.628  (m)          107.05   (f) ADJUSTED    2 0
 DK0260
 DK0260.Superseded values are not recommended for survey control.
 DK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0260.See file dsdata.txt to determine how the superseded data were derived.
 DK0260
 DK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS498556(NAD 83)
 DK0260_MARKER: DD = SURVEY DISK
 DK0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0260_STAMPING: BM 49V-46 RESET 1960
 DK0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0260+STABILITY: SURFACE MOTION
 DK0260
 DK0260  HISTORY     - Date     Condition        Report By
 DK0260  HISTORY     - 1960     MONUMENTED       MSHD
 DK0260  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0260
 DK0260                          STATION DESCRIPTION
 DK0260
 DK0260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0260'2 MI N FROM EDEN.
 DK0260'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF EDEN, ALONG U.S. HIGHWAY 49
 DK0260'EAST ON THE RAILROAD RIGHT-OF-WAY.  TO REACH FROM THE DEPOT IN EDEN,
 DK0260'GO EAST ON AN ASPHALT ROAD FOR 0.5 MILE TO THE JUNCTION OF U.S.
 DK0260'HIGHWAY 49 EAST, TURN LEFT, NORTH, ON HIGHWAY 49 EAST FOR 2 MILES TO A
 DK0260'WOODEN BRIDGE AND FIELD ROAD LEFT, TURN LEFT, WEST, ON FIELD ROAD FOR
 DK0260'0.15 MILE TO THE RAILROAD AND THE MARK.  THE MARK IS A MSHD-USC AND GS
 DK0260'BRONZE DISK, STAMPED BM 49V-46 RESET 1960, SET IN THE TOP OF A 10 INCH
 DK0260'SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 71 FEET NE OF A 12
 DK0260'INCH PECAN TREE, 31 FEET SW OF THE WEST RAIL OF RAILROAD, 2.4 FEET
 DK0260'SOUTH OF A TELEPHONE LINE POLE, AND 1.3 FEET NORTH OF A METAL WITNESS
 DK0260'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0262 ***********************************************************************
 DK0262  DESIGNATION -  49 V 47 MSHD RESET 1960
 DK0262  PID         -  DK0262
 DK0262  STATE/COUNTY-  MS/HOLMES
 DK0262  USGS QUAD   -  THORNTON (1982)
 DK0262
 DK0262                         *CURRENT SURVEY CONTROL
 DK0262  ___________________________________________________________________
 DK0262* NAD 83(1986)-  33 01 25.     (N)    090 19 39.     (W)     SCALED    
 DK0262* NAVD 88     -        32.345  (meters)     106.12   (feet)  ADJUSTED  
 DK0262  ___________________________________________________________________
 DK0262  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DK0262  DYNAMIC HT  -          32.310 (meters)     106.00  (feet)  COMP
 DK0262  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 DK0262
 DK0262  VERT ORDER  -  SECOND    CLASS 0
 DK0262
 DK0262.The horizontal coordinates were scaled from a topographic map and have
 DK0262.an estimated accuracy of +/- 6 seconds.
 DK0262
 DK0262.The orthometric height was determined by differential leveling
 DK0262.and adjusted in June 1991.
 DK0262
 DK0262.The geoid height was determined by GEOID03.
 DK0262
 DK0262.The dynamic height is computed by dividing the NAVD 88
 DK0262.geopotential number by the normal gravity value computed on the
 DK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0262.degrees latitude (g = 980.6199 gals.).
 DK0262
 DK0262.The modeled gravity was interpolated from observed gravity values.
 DK0262
 DK0262;                    North         East    Units  Estimated Accuracy
 DK0262;SPC MS W     -   390,660.      700,550.      MT  (+/- 180 meters Scaled)
 DK0262
 DK0262                          SUPERSEDED SURVEY CONTROL
 DK0262
 DK0262  NGVD 29 (??/??/??)   32.402  (m)          106.31   (f) ADJUSTED    2 0
 DK0262
 DK0262.Superseded values are not recommended for survey control.
 DK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0262.See file dsdata.txt to determine how the superseded data were derived.
 DK0262
 DK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS496570(NAD 83)
 DK0262_MARKER: DD = SURVEY DISK
 DK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0262_STAMPING: BM 49V-47 RESET 1960
 DK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0262+STABILITY: SURFACE MOTION
 DK0262
 DK0262  HISTORY     - Date     Condition        Report By
 DK0262  HISTORY     - 1960     MONUMENTED       MSHD
 DK0262  HISTORY     - 1972     GOOD             MSHD
 DK0262
 DK0262                          STATION DESCRIPTION
 DK0262
 DK0262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0262'2.7 MI N FROM EDEN.
 DK0262'THE MARK IS LOCATED 2.7 MILES NORTH OF EDEN ON THE WEST ROW OF THE OLD
 DK0262'LANE OF U.S. HIGHWAY 49E, 3.9 MILES SOUTH OF THORNTON, 1 MILE SOUTH OF
 DK0262'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH U.S. HIGHWAY
 DK0262'49E IN THE NORTHWEST CORNER OF SECTION 32, T 14N, R 1W. IT IS 250 FEET
 DK0262'WEST OF THE CENTER OF THE NEW HIGHWAY, 227 FEET WEST OF THE WEST END
 DK0262'OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE, 127 FEET WEST OF THE
 DK0262'CENTER OF THE OLD HIGHWAY, 85 FEET SOUTH-SOUTHWEST OF A POWER POLE, 42
 DK0262'FEET WEST OF A ROW OF POLES, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 DK0262'POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 6 FEET
 DK0262'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH FROM
 DK0262'THE HIGHWAY 3 OVERPASS ABOUT 3.5 MILES NORTH OF YAZOO CITY GO NORTH ON
 DK0262'U.S. HIGHWAY 49E FOR 8.5 MILES TO THE CROSSROAD AT EDEN. CONTINUE
 DK0262'NORTH ON U.S. HIGHWAY 49E, FOR 3 MILES TO THE MARK ON THE LEFT. NOTE--
 DK0262'A NEW SECTION OF U.S. HIGHWAY 49 E HAS BEEN CONSTRUCTED SINCE THE
 DK0262'ORIGINAL DESCRIPTION AND THE BRIDGE MENTIONED HAS BEEN TORN OUT AND
 DK0262'THE OLD HIGHWAY HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0269 ***********************************************************************
 DK0269  DESIGNATION -  49 V 49 MSHD
 DK0269  PID         -  DK0269
 DK0269  STATE/COUNTY-  MS/HOLMES
 DK0269  USGS QUAD   -  THORNTON (1982)
 DK0269
 DK0269                         *CURRENT SURVEY CONTROL
 DK0269  ___________________________________________________________________
 DK0269* NAD 83(1986)-  33 04 04.     (N)    090 19 30.     (W)     SCALED    
 DK0269* NAVD 88     -        34.199  (meters)     112.20   (feet)  ADJUSTED  
 DK0269  ___________________________________________________________________
 DK0269  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DK0269  DYNAMIC HT  -          34.162 (meters)     112.08  (feet)  COMP
 DK0269  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DK0269
 DK0269  VERT ORDER  -  SECOND    CLASS 0
 DK0269
 DK0269.The horizontal coordinates were scaled from a topographic map and have
 DK0269.an estimated accuracy of +/- 6 seconds.
 DK0269
 DK0269.The orthometric height was determined by differential leveling
 DK0269.and adjusted in June 1991.
 DK0269
 DK0269.The geoid height was determined by GEOID03.
 DK0269
 DK0269.The dynamic height is computed by dividing the NAVD 88
 DK0269.geopotential number by the normal gravity value computed on the
 DK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0269.degrees latitude (g = 980.6199 gals.).
 DK0269
 DK0269.The modeled gravity was interpolated from observed gravity values.
 DK0269
 DK0269;                    North         East    Units  Estimated Accuracy
 DK0269;SPC MS W     -   395,560.      700,780.      MT  (+/- 180 meters Scaled)
 DK0269
 DK0269                          SUPERSEDED SURVEY CONTROL
 DK0269
 DK0269  NGVD 29 (??/??/??)   34.261  (m)          112.40   (f) ADJUSTED    2 0
 DK0269
 DK0269.Superseded values are not recommended for survey control.
 DK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0269.See file dsdata.txt to determine how the superseded data were derived.
 DK0269
 DK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS497619(NAD 83)
 DK0269_MARKER: DD = SURVEY DISK
 DK0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0269_STAMPING: BM 49V-49 1960
 DK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0269+STABILITY: SURFACE MOTION
 DK0269
 DK0269  HISTORY     - Date     Condition        Report By
 DK0269  HISTORY     - 1960     MONUMENTED       MSHD
 DK0269  HISTORY     - 1972     GOOD             MSHD
 DK0269
 DK0269                          STATION DESCRIPTION
 DK0269
 DK0269'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0269'0.8 MI S FROM THORNTON.
 DK0269'THIS MARK IS LOCATED 0.8 MILES SOUTH OF THORNTON AT THE NORTHEAST
 DK0269'CORNER OF JONES MOTEL ABOUT 200 FEET EAST OF THE EAST EDGE OF BEE
 DK0269'LAKE, 5.8 MILES NORTH OF EDEN, 9.8 MILES SOUTHWEST OF TCHULA.  IT IS
 DK0269'149 FEET WEST OF THE CENTER OF HIGHWAY 49, 77 FEET NORTHWEST OF THE
 DK0269'NORTHWEST CORNER OF JONES STORE, 40.5 FEET SOUTH OF THE SOUTHWEST
 DK0269'CORNER OF A TAN BRICK HOUSE, 3.5 FEET NORTHEAST OF THE NORTHEAST
 DK0269'CORNER OF JONES MOTEL, 2.5 FEET EAST OF THE PROJECTED PLANE OF THE
 DK0269'EAST WALL OF THE MOTEL SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DK0269'POST ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DK0269'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK0269'HIGHWAY 12 IN TCHULA GO SOUTHWEST ON U.S. HIGHWAY 49E AND STATE
 DK0269'HIGHWAY 12 FOR 7.05 MILES TO THE JUNCTION OF STATE HIGHWAY 12.
 DK0269'CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 2.7 MILES TO A SIDE ROAD
 DK0269'LEFT AT THORNTON.  CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 0.75 MILES TO
 DK0269'THE MOTEL AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0426 ***********************************************************************
 CP0426  DESIGNATION -  49 V 5
 CP0426  PID         -  CP0426
 CP0426  STATE/COUNTY-  MS/HINDS
 CP0426  USGS QUAD   -  JACKSON (1998)
 CP0426
 CP0426                         *CURRENT SURVEY CONTROL
 CP0426  ___________________________________________________________________
 CP0426* NAD 83(1986)-  32 20 22.     (N)    090 12 45.     (W)     SCALED    
 CP0426* NAVD 88     -        98.26   (+/-2cm)     322.4    (feet)  VERTCON   
 CP0426  ___________________________________________________________________
 CP0426  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0426
 CP0426.The horizontal coordinates were scaled from a topographic map and have
 CP0426.an estimated accuracy of +/- 6 seconds.
 CP0426
 CP0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0426.The vertical order pertains to the NGVD 29 superseded value.
 CP0426
 CP0426.The geoid height was determined by GEOID03.
 CP0426
 CP0426;                    North         East    Units  Estimated Accuracy
 CP0426;SPC MS W     -   314,800.      711,380.      MT  (+/- 180 meters Scaled)
 CP0426
 CP0426                          SUPERSEDED SURVEY CONTROL
 CP0426
 CP0426  NGVD 29 (??/??/92)   98.310  (m)          322.54   (f) ADJ UNCH    2 0
 CP0426
 CP0426.Superseded values are not recommended for survey control.
 CP0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0426.See file dsdata.txt to determine how the superseded data were derived.
 CP0426
 CP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR623814(NAD 83)
 CP0426_MARKER: DD = SURVEY DISK
 CP0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0426_STAMPING: BM 49V-5 1960
 CP0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0426+STABILITY: SURFACE MOTION
 CP0426
 CP0426  HISTORY     - Date     Condition        Report By
 CP0426  HISTORY     - 1960     MONUMENTED       MSHD
 CP0426  HISTORY     - 1977     GOOD             MSHD
 CP0426
 CP0426                          STATION DESCRIPTION
 CP0426
 CP0426'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0426'3.1 MI NW FROM JACKSON.
 CP0426'THE MARK IS LOCATED 3.1 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0426'JACKSON ON THE NORTHEAST RIGHT OF WAY OF DELTA DRIVE IN THE NORTHEAST
 CP0426'1/4 OF SECTION 29, T 6N, R 1E.  IT IS 115 FEET SOUTHEAST OF THE
 CP0426'PROJECTED PLANE OF THE SOUTHEAST WALL OF A PHILLIPS 66 SERVICE
 CP0426'STATION, 107 FEET WEST OF AN 18 INCH CYPRESS, 23 FEET WEST-NORTHWEST
 CP0426'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT
 CP0426'ANGLING UNDER DELTA DRIVE, 17.5 FEET NORTHEAST OF THE CENTER OF THE
 CP0426'NORTH BOUND LANE OF DELTA DRIVE, 4 FEET SOUTHEAST OF A UTILITY POLE
 CP0426'WITH A LAMP, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP
 CP0426'OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS 2 INCHES
 CP0426'BELOW THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0426'JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION OF
 CP0426'WOODROW WILSON DRIVE.  TURN LEFT AND GO WEST ON WOODROW WILSON DRIVE
 CP0426'FOR 0.9 MILE TO A FIVE POINT INTERSECTION.  CONTINUE NORTHWEST ON
 CP0426'DELTA DRIVE (U.S. HIGHWAY 49) FOR 0.95 MILE TO THE JUNCTION OF
 CP0426'WHITFIELD MILLS ROAD.  CONTINUE NORTHWEST ON DELTA DRIVE FOR 0.3 MILE
 CP0426'TO THE MARK ON THE RIGHT JUST BEYOND THE ENTRANCE TO A JUNK YARD ON
 CP0426'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3308 ***********************************************************************
 BH3308  DESIGNATION -  49 V 5 A
 BH3308  PID         -  BH3308
 BH3308  STATE/COUNTY-  MS/HARRISON
 BH3308  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3308
 BH3308                         *CURRENT SURVEY CONTROL
 BH3308  ___________________________________________________________________
 BH3308* NAD 83(1986)-  30 29 51.     (N)    089 06 22.     (W)     SCALED    
 BH3308* NAVD 88     -        21.137  (meters)      69.35   (feet)  ADJUSTED  
 BH3308  ___________________________________________________________________
 BH3308  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH3308  DYNAMIC HT  -          21.109 (meters)      69.26  (feet)  COMP
 BH3308  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BH3308
 BH3308  VERT ORDER  -  SECOND    CLASS II
 BH3308
 BH3308.The horizontal coordinates were scaled from a topographic map and have
 BH3308.an estimated accuracy of +/- 6 seconds.
 BH3308
 BH3308.The orthometric height was determined by differential leveling
 BH3308.and adjusted in May 1996.
 BH3308
 BH3308.The geoid height was determined by GEOID03.
 BH3308
 BH3308.The dynamic height is computed by dividing the NAVD 88
 BH3308.geopotential number by the normal gravity value computed on the
 BH3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3308.degrees latitude (g = 980.6199 gals.).
 BH3308
 BH3308.The modeled gravity was interpolated from observed gravity values.
 BH3308
 BH3308;                    North         East    Units  Estimated Accuracy
 BH3308;SPC MS E     -   110,600.      273,810.      MT  (+/- 180 meters Scaled)
 BH3308
 BH3308                          SUPERSEDED SURVEY CONTROL
 BH3308
 BH3308.No superseded survey control is available for this station.
 BH3308
 BH3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU978758(NAD 83)
 BH3308_MARKER: DD = SURVEY DISK
 BH3308_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3308_SP_SET: BOX CULVERT
 BH3308_STAMPING: BM 49 V 5A 1988
 BH3308_MARK LOGO: MSHD  
 BH3308_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3308+STABILITY: SURFACE MOTION
 BH3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3308+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3308
 BH3308  HISTORY     - Date     Condition        Report By
 BH3308  HISTORY     - 1988     MONUMENTED       MSHD
 BH3308
 BH3308                          STATION DESCRIPTION
 BH3308
 BH3308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3308'MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF GULFPORT, IN A CULVERT
 BH3308'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.15 MI (0.24 KM)
 BH3308'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 53 AT LYMAN
 BH3308'AND IS IN SECTION 29, T 6S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER
 BH3308'U.S HIGHWAY 49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S.
 BH3308'HIGHWAY 49 FOR 4.8 MI (7.7 KM) TO THE MARK ON THE RIGHT JUST BEYOND TH
 BH3308'ENTRANCE TO GEIGER HEATING AND AIR CONDITIONING COMPANY.  MARK IS A
 BH3308'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH END OF THE
 BH3308'EAST HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CULVERT, ABOUT 5 FT (1.5 M)
 BH3308'BELOW THE LEVEL OF THE HIGHWAY, 225 FT (68.6 M) NORTH OF THE CENTER OF
 BH3308'THE ENTRANCE TO GEIGER HEATING AND 39 FT (11.9 M) EAST OF THE CENTER O
 BH3308'THE NORTH BOUND LANE OF HIGHWAY 49.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0270 ***********************************************************************
 DK0270  DESIGNATION -  49 V 50 MSHD
 DK0270  PID         -  DK0270
 DK0270  STATE/COUNTY-  MS/HOLMES
 DK0270  USGS QUAD   -  THORNTON (1982)
 DK0270
 DK0270                         *CURRENT SURVEY CONTROL
 DK0270  ___________________________________________________________________
 DK0270* NAD 83(1986)-  33 04 42.     (N)    090 19 27.     (W)     SCALED    
 DK0270* NAVD 88     -        32.527  (meters)     106.72   (feet)  ADJUSTED  
 DK0270  ___________________________________________________________________
 DK0270  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DK0270  DYNAMIC HT  -          32.491 (meters)     106.60  (feet)  COMP
 DK0270  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DK0270
 DK0270  VERT ORDER  -  SECOND    CLASS 0
 DK0270
 DK0270.The horizontal coordinates were scaled from a topographic map and have
 DK0270.an estimated accuracy of +/- 6 seconds.
 DK0270
 DK0270.The orthometric height was determined by differential leveling
 DK0270.and adjusted in June 1991.
 DK0270
 DK0270.The geoid height was determined by GEOID03.
 DK0270
 DK0270.The dynamic height is computed by dividing the NAVD 88
 DK0270.geopotential number by the normal gravity value computed on the
 DK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0270.degrees latitude (g = 980.6199 gals.).
 DK0270
 DK0270.The modeled gravity was interpolated from observed gravity values.
 DK0270
 DK0270;                    North         East    Units  Estimated Accuracy
 DK0270;SPC MS W     -   396,730.      700,860.      MT  (+/- 180 meters Scaled)
 DK0270
 DK0270                          SUPERSEDED SURVEY CONTROL
 DK0270
 DK0270  NGVD 29 (??/??/??)   32.591  (m)          106.93   (f) ADJUSTED    2 0
 DK0270
 DK0270.Superseded values are not recommended for survey control.
 DK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0270.See file dsdata.txt to determine how the superseded data were derived.
 DK0270
 DK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS497631(NAD 83)
 DK0270_MARKER: DD = SURVEY DISK
 DK0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0270_STAMPING: BM 49V-50 1960
 DK0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0270+STABILITY: SURFACE MOTION
 DK0270
 DK0270  HISTORY     - Date     Condition        Report By
 DK0270  HISTORY     - 1960     MONUMENTED       CGS
 DK0270  HISTORY     - 1972     GOOD             MSHD
 DK0270
 DK0270                          STATION DESCRIPTION
 DK0270
 DK0270'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0270'0.1 MI S FROM THORNTON.
 DK0270'THE MARK IS LOCATED 0.1 MILES SOUTH OF THORNTON ABOUT 60 FEET EAST OF
 DK0270'THE EDGE OF BEE LAKE ON THE NORTH SIDE OF THE BEE LAKE FISHING CAMP
 DK0270'OWNED BY MR. JOHN LIBERTS, 9.2 MILES SOUTHWEST OF TCHULA IN THE
 DK0270'NORTHWEST 1/4 OF SECTION 8, T 14N, R 1W.  IT IS 128 FEET WEST OF THE
 DK0270'CENTER OF HIGHWAY 49, 15.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 DK0270'CORNER OF A CONCRETE BLOCK STORE, 5.5 FEET EAST OF THE PROJECTED PLANE
 DK0270'OF THE WEST WALL OF THE STORE, 20 FEET SOUTH OF THE CENTER OF A
 DK0270'CONCRETE RAMP FOR A BOAT DOCK, 14.5 FEET WEST OF A 36 INCH OAK, 84
 DK0270'FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES AND A TRANSFORMER SET IN
 DK0270'THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL
 DK0270'OF THE HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF
 DK0270'STATE HIGHWAY 12 AND U.S. HIGHWAY 49E IN TCHULA GO SOUTHWEST ON U.S.
 DK0270'HIGHWAY 49E AND STATE HIGHWAY 12 FOR 7.05 MILES TO THE JUNCTION OF
 DK0270'HIGHWAY 12.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 2.7 MILES TO A
 DK0270'SIDE ROAD LEFT AT THORNTON.  CONTINUE SOUTH ON U.S. HIGHWAY 49E FOR
 DK0270'100 YARDS TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0271 ***********************************************************************
 DK0271  DESIGNATION -  49 V 51 MSHD
 DK0271  PID         -  DK0271
 DK0271  STATE/COUNTY-  MS/HOLMES
 DK0271  USGS QUAD   -  THORNTON (1982)
 DK0271
 DK0271                         *CURRENT SURVEY CONTROL
 DK0271  ___________________________________________________________________
 DK0271* NAD 83(1986)-  33 05 32.     (N)    090 18 42.     (W)     SCALED    
 DK0271* NAVD 88     -        34.658  (meters)     113.71   (feet)  ADJUSTED  
 DK0271  ___________________________________________________________________
 DK0271  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DK0271  DYNAMIC HT  -          34.620 (meters)     113.58  (feet)  COMP
 DK0271  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DK0271
 DK0271  VERT ORDER  -  SECOND    CLASS 0
 DK0271
 DK0271.The horizontal coordinates were scaled from a topographic map and have
 DK0271.an estimated accuracy of +/- 6 seconds.
 DK0271
 DK0271.The orthometric height was determined by differential leveling
 DK0271.and adjusted in June 1991.
 DK0271
 DK0271.The geoid height was determined by GEOID03.
 DK0271
 DK0271.The dynamic height is computed by dividing the NAVD 88
 DK0271.geopotential number by the normal gravity value computed on the
 DK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0271.degrees latitude (g = 980.6199 gals.).
 DK0271
 DK0271.The modeled gravity was interpolated from observed gravity values.
 DK0271
 DK0271;                    North         East    Units  Estimated Accuracy
 DK0271;SPC MS W     -   398,270.      702,020.      MT  (+/- 180 meters Scaled)
 DK0271
 DK0271                          SUPERSEDED SURVEY CONTROL
 DK0271
 DK0271  NGVD 29 (??/??/??)   34.726  (m)          113.93   (f) ADJUSTED    2 0
 DK0271
 DK0271.Superseded values are not recommended for survey control.
 DK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0271.See file dsdata.txt to determine how the superseded data were derived.
 DK0271
 DK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS509647(NAD 83)
 DK0271_MARKER: DD = SURVEY DISK
 DK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0271_STAMPING: BM 49V-51 1960
 DK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0271+STABILITY: SURFACE MOTION
 DK0271
 DK0271  HISTORY     - Date     Condition        Report By
 DK0271  HISTORY     - 1960     MONUMENTED       MSHD
 DK0271  HISTORY     - 1972     GOOD             MSHD
 DK0271
 DK0271                          STATION DESCRIPTION
 DK0271
 DK0271'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0271'1 MI NE FROM THORNTON.
 DK0271'THE MARK IS LOCATED 1 MILE NORTHEAST OF THORNTON, 8 MILES SOUTHWEST OF
 DK0271'TCHULA IN THE WEST ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL
 DK0271'RAILROAD TRACK WITH A FIELD ROAD ABOUT 100 YARDS NORTHEAST OF MILEPOST
 DK0271'156 IN THE NORTHWEST 1/4 OF SECTION 4, T 14N, R 1W.  IT IS 74.5 FEET
 DK0271'SOUTHEAST OF THE CENTER OF HIGHWAY 49, 26 FEET NORTHWEST OF THE
 DK0271'NORTHWEST RAIL, 24 FEET SOUTHWEST OF THE CENTER OF A FIELD ROAD, 13
 DK0271'FEET SOUTHWEST OF THE PROJECTED CENTER OF A GRAVELED ROAD, 44 FEET
 DK0271'SOUTHWEST OF POLE NO. 3651, 78 FEET NORTH OF POLE NO. 2930, 1 FOOT
 DK0271'SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE
 DK0271'CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 DK0271'WITH THE GROUND AND IS ON LINE WITH A ROW OF POLES.  TO REACH FROM THE
 DK0271'JUNCTION OF U.S. HIGHWAY 49E AND STATE HIGHWAY 12 IN TCHULA GO
 DK0271'SOUTHWEST ON U.S. HIGHWAY 49E AND STATE HIGHWAY 12 FOR 7.05 MILES TO
 DK0271'THE JUNCTION OF STATE HIGHWAY 12.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK0271'49E FOR 1.5 MILES TO A SIDE ROAD RIGHT AND A FIELD ROAD AND THE MARK
 DK0271'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0276 ***********************************************************************
 DK0276  DESIGNATION -  49 V 53 MSHD
 DK0276  PID         -  DK0276
 DK0276  STATE/COUNTY-  MS/HOLMES
 DK0276  USGS QUAD   -  THORNTON (1982)
 DK0276
 DK0276                         *CURRENT SURVEY CONTROL
 DK0276  ___________________________________________________________________
 DK0276* NAD 83(1986)-  33 06 40.     (N)    090 16 23.     (W)     SCALED    
 DK0276* NAVD 88     -        35.416  (meters)     116.19   (feet)  ADJUSTED  
 DK0276  ___________________________________________________________________
 DK0276  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DK0276  DYNAMIC HT  -          35.378 (meters)     116.07  (feet)  COMP
 DK0276  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 DK0276
 DK0276  VERT ORDER  -  SECOND    CLASS 0
 DK0276
 DK0276.The horizontal coordinates were scaled from a topographic map and have
 DK0276.an estimated accuracy of +/- 6 seconds.
 DK0276
 DK0276.The orthometric height was determined by differential leveling
 DK0276.and adjusted in June 1991.
 DK0276
 DK0276.The geoid height was determined by GEOID03.
 DK0276
 DK0276.The dynamic height is computed by dividing the NAVD 88
 DK0276.geopotential number by the normal gravity value computed on the
 DK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0276.degrees latitude (g = 980.6199 gals.).
 DK0276
 DK0276.The modeled gravity was interpolated from observed gravity values.
 DK0276
 DK0276;                    North         East    Units  Estimated Accuracy
 DK0276;SPC MS W     -   400,360.      705,630.      MT  (+/- 180 meters Scaled)
 DK0276
 DK0276                          SUPERSEDED SURVEY CONTROL
 DK0276
 DK0276  NGVD 29 (??/??/??)   35.496  (m)          116.46   (f) ADJUSTED    2 0
 DK0276
 DK0276.Superseded values are not recommended for survey control.
 DK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0276.See file dsdata.txt to determine how the superseded data were derived.
 DK0276
 DK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS544669(NAD 83)
 DK0276_MARKER: DD = SURVEY DISK
 DK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0276_STAMPING: BM 49V-53 1960
 DK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0276+STABILITY: SURFACE MOTION
 DK0276
 DK0276  HISTORY     - Date     Condition        Report By
 DK0276  HISTORY     - 1960     MONUMENTED       MSHD
 DK0276  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0276  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0276
 DK0276                          STATION DESCRIPTION
 DK0276
 DK0276'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0276'6 MI SW FROM TCHULA.
 DK0276'THE MARK IS LOCATED ABOUT 6 MILES SOUTHWEST OF TCHULA, ALONG U.S.
 DK0276'HIGHWAY 49E AT THE RAILROAD DEPOT IN MILESTON.  TO REACH FROM THE
 DK0276'MERCHANTS AND PLANTERS BANK IN TCHULA, GO EAST-SOUTHEAST FOR 0.1 MILES
 DK0276'ACROSS THE RAILROAD TO U.S. HIGHWAY 49E, TURN RIGHT, SOUTH, ON HIGHWAY
 DK0276'49E FOR 0.2 MILES TO THE JUNCTION OF STATE HIGHWAY 12, TURN RIGHT,
 DK0276'SOUTHWEST AND CONTINUE ON HIGHWAY 49E FOR 6.15 MILES TO THE MILESTONE
 DK0276'DEPOT AND MARK ON THE LEFT.  THE MARK IS A MSHD-USGS AND CS BRONZE
 DK0276'DISK, STAMPED BM 49V-53 1960, SET IN THE TOP OF A 10 INCH SQUARE
 DK0276'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 66 FEET SOUTH-SOUTHEAST
 DK0276'OF THE CENTER LINE OF HIGHWAY 49E, 51.8 FEET NORTHWEST OF THE WEST
 DK0276'RAIL OF THE MAIN TRACK OF RAILROAD, AND 1.4 FEET SOUTHWEST OF THE
 DK0276'SOUTHWEST CORNER OF THE DEPOT.  NOTE-- THE DEPOT AT MILESTONE HAS BEEN
 DK0276'TORN DOWN.
 DK0276
 DK0276                          STATION RECOVERY (1977)
 DK0276
 DK0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0281 ***********************************************************************
 DK0281  DESIGNATION -  49 V 55 MSHD
 DK0281  PID         -  DK0281
 DK0281  STATE/COUNTY-  MS/HOLMES
 DK0281  USGS QUAD   -  TCHULA (1982)
 DK0281
 DK0281                         *CURRENT SURVEY CONTROL
 DK0281  ___________________________________________________________________
 DK0281* NAD 83(1986)-  33 09 03.     (N)    090 14 49.     (W)     SCALED    
 DK0281* NAVD 88     -        35.900  (meters)     117.78   (feet)  ADJUSTED  
 DK0281  ___________________________________________________________________
 DK0281  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DK0281  DYNAMIC HT  -          35.861 (meters)     117.65  (feet)  COMP
 DK0281  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DK0281
 DK0281  VERT ORDER  -  SECOND    CLASS 0
 DK0281
 DK0281.The horizontal coordinates were scaled from a topographic map and have
 DK0281.an estimated accuracy of +/- 6 seconds.
 DK0281
 DK0281.The orthometric height was determined by differential leveling
 DK0281.and adjusted in June 1991.
 DK0281
 DK0281.The geoid height was determined by GEOID03.
 DK0281
 DK0281.The dynamic height is computed by dividing the NAVD 88
 DK0281.geopotential number by the normal gravity value computed on the
 DK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0281.degrees latitude (g = 980.6199 gals.).
 DK0281
 DK0281.The modeled gravity was interpolated from observed gravity values.
 DK0281
 DK0281;                    North         East    Units  Estimated Accuracy
 DK0281;SPC MS W     -   404,770.      708,060.      MT  (+/- 180 meters Scaled)
 DK0281
 DK0281                          SUPERSEDED SURVEY CONTROL
 DK0281
 DK0281  NGVD 29 (??/??/??)   35.987  (m)          118.07   (f) ADJUSTED    2 0
 DK0281
 DK0281.Superseded values are not recommended for survey control.
 DK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0281.See file dsdata.txt to determine how the superseded data were derived.
 DK0281
 DK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS567713(NAD 83)
 DK0281_MARKER: DD = SURVEY DISK
 DK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0281_STAMPING: BM 49V-55 1960
 DK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0281+STABILITY: SURFACE MOTION
 DK0281
 DK0281  HISTORY     - Date     Condition        Report By
 DK0281  HISTORY     - 1960     MONUMENTED       MSHD
 DK0281  HISTORY     - 1972     GOOD             MSHD
 DK0281  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0281
 DK0281                          STATION DESCRIPTION
 DK0281
 DK0281'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0281'2.6 MI SW FROM TCHULA.
 DK0281'THE MARK IS LOCATED 2.6 MILES SOUTHWEST OF TCHULA IN THE NORTH ANGLE
 DK0281'OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A FIELD
 DK0281'ROAD LEADING TO A SMALL FRAME CHURCH, 0.15 MILES NORTHEAST OF A SIDE
 DK0281'ROAD LEADING SOUTHEAST.  IT IS 89 FEET SOUTHEAST OF THE CENTER OF
 DK0281'HIGHWAY 49, 12 FEET NORTHEAST OF THE CENTER OF A FIELD ROAD, 30 FEET
 DK0281'NORTHWEST OF THE NORTHWEST RAIL, 235 FEET SOUTHWEST OF MILEPOST 150,
 DK0281'53 FEET WEST-NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 77 FEET
 DK0281'NORTHEAST OF POLE NO.  3436 1/2, 2.5 FEET SOUTHWEST OF POLE NO. 343, 1
 DK0281'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE
 DK0281'CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 DK0281'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND
 DK0281'STATE HIGHWAY 12 IN TCHULA GO SOUTHWEST ON U.S. HIGHWAY 49E AND STATE
 DK0281'HIGHWAY 12 FOR 2.6 MILES TO A FIELD ROAD CROSSING AND THE MARK ON THE
 DK0281'LEFT.
 DK0281
 DK0281                          STATION RECOVERY (1977)
 DK0281
 DK0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0282 ***********************************************************************
 DK0282  DESIGNATION -  49 V 56 MSHD
 DK0282  PID         -  DK0282
 DK0282  STATE/COUNTY-  MS/HOLMES
 DK0282  USGS QUAD   -  TCHULA (1982)
 DK0282
 DK0282                         *CURRENT SURVEY CONTROL
 DK0282  ___________________________________________________________________
 DK0282* NAD 83(1986)-  33 09 35.     (N)    090 14 38.     (W)     SCALED    
 DK0282* NAVD 88     -        35.443  (meters)     116.28   (feet)  ADJUSTED  
 DK0282  ___________________________________________________________________
 DK0282  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DK0282  DYNAMIC HT  -          35.405 (meters)     116.16  (feet)  COMP
 DK0282  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DK0282
 DK0282  VERT ORDER  -  SECOND    CLASS 0
 DK0282
 DK0282.The horizontal coordinates were scaled from a topographic map and have
 DK0282.an estimated accuracy of +/- 6 seconds.
 DK0282
 DK0282.The orthometric height was determined by differential leveling
 DK0282.and adjusted in June 1991.
 DK0282
 DK0282.The geoid height was determined by GEOID03.
 DK0282
 DK0282.The dynamic height is computed by dividing the NAVD 88
 DK0282.geopotential number by the normal gravity value computed on the
 DK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0282.degrees latitude (g = 980.6199 gals.).
 DK0282
 DK0282.The modeled gravity was interpolated from observed gravity values.
 DK0282
 DK0282;                    North         East    Units  Estimated Accuracy
 DK0282;SPC MS W     -   405,760.      708,340.      MT  (+/- 180 meters Scaled)
 DK0282
 DK0282                          SUPERSEDED SURVEY CONTROL
 DK0282
 DK0282  NGVD 29 (??/??/??)   35.528  (m)          116.56   (f) ADJUSTED    2 0
 DK0282
 DK0282.Superseded values are not recommended for survey control.
 DK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0282.See file dsdata.txt to determine how the superseded data were derived.
 DK0282
 DK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS570723(NAD 83)
 DK0282_MARKER: DD = SURVEY DISK
 DK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0282_STAMPING: BM 49V-56 1960
 DK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0282+STABILITY: SURFACE MOTION
 DK0282
 DK0282  HISTORY     - Date     Condition        Report By
 DK0282  HISTORY     - 1960     MONUMENTED       MSHD
 DK0282  HISTORY     - 1972     GOOD             MSHD
 DK0282
 DK0282                          STATION DESCRIPTION
 DK0282
 DK0282'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0282'2 MI SW FROM TCHULA.
 DK0282'THE MARK IS LOCATED 2 MILES SOUTHWEST OF TCHULA NEAR THE SOUTHWEST
 DK0282'CORNER OF AN AUTOMOTIVE REPAIR SHOP AND USED PARTS PLACE (FORMERLY THE
 DK0282'TAYLORS MOTEL) NEAR THE CENTER OF THE WEST SIDE OF SECTION 18, T 15N,
 DK0282'R 1E AND ON THE PROPERTY OF MR. B. T. TAYLOR.  IT IS 175 FEET WEST OF
 DK0282'THE CENTER OF HIGHWAY 49, 5.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK0282'OF THE GARAGE, 2 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF
 DK0282'THE GARAGE, 57 FEET SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 97 FEET
 DK0282'NORTHEAST OF A POWER POLE WITH A TRANSFORMER SET IN THE TOP OF A 10
 DK0282'INCH SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 DK0282'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S.
 DK0282'HIGHWAY 49E AND STATE HIGHWAY 12 IN TCHULA GO SOUTHWEST ON U.S.
 DK0282'HIGHWAY 49E AND HIGHWAY 12 FOR 2.1 MILES TO THE GARAGE AND THE GO
 DK0282'SOUTHWEST ON U.S. HIGHWAY 49E AND HIGHWAY 12 FOR 2.1 MILES TO THE
 DK0282'GARAGE AND THE MARK ON THE RIGHT.  NOTE-- THE OCCUPANTS OF THE GARAGE
 DK0282'STATED THAT THE MARK HAD BEEN HIT SLIGHTLY WITH A DOZER BUT THE MARK
 DK0282'DOES NOT SHOW ANY OUTWARD SIGN OF BEING MOVED.  THE MARK SHOULD BE
 DK0282'USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0283 ***********************************************************************
 DK0283  DESIGNATION -  49 V 57 MSHD
 DK0283  PID         -  DK0283
 DK0283  STATE/COUNTY-  MS/HOLMES
 DK0283  USGS QUAD   -  TCHULA (1982)
 DK0283
 DK0283                         *CURRENT SURVEY CONTROL
 DK0283  ___________________________________________________________________
 DK0283* NAD 83(1986)-  33 10 30.     (N)    090 13 29.     (W)     SCALED    
 DK0283* NAVD 88     -        35.576  (meters)     116.72   (feet)  ADJUSTED  
 DK0283  ___________________________________________________________________
 DK0283  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DK0283  DYNAMIC HT  -          35.538 (meters)     116.59  (feet)  COMP
 DK0283  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 DK0283
 DK0283  VERT ORDER  -  SECOND    CLASS 0
 DK0283
 DK0283.The horizontal coordinates were scaled from a topographic map and have
 DK0283.an estimated accuracy of +/- 6 seconds.
 DK0283
 DK0283.The orthometric height was determined by differential leveling
 DK0283.and adjusted in June 1991.
 DK0283
 DK0283.The geoid height was determined by GEOID03.
 DK0283
 DK0283.The dynamic height is computed by dividing the NAVD 88
 DK0283.geopotential number by the normal gravity value computed on the
 DK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0283.degrees latitude (g = 980.6199 gals.).
 DK0283
 DK0283.The modeled gravity was interpolated from observed gravity values.
 DK0283
 DK0283;                    North         East    Units  Estimated Accuracy
 DK0283;SPC MS W     -   407,450.      710,130.      MT  (+/- 180 meters Scaled)
 DK0283
 DK0283                          SUPERSEDED SURVEY CONTROL
 DK0283
 DK0283  NGVD 29 (??/??/??)   35.654  (m)          116.97   (f) ADJUSTED    2 0
 DK0283
 DK0283.Superseded values are not recommended for survey control.
 DK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0283.See file dsdata.txt to determine how the superseded data were derived.
 DK0283
 DK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS587741(NAD 83)
 DK0283_MARKER: DD = SURVEY DISK
 DK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0283_STAMPING: BM 49V-57 1960
 DK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0283+STABILITY: SURFACE MOTION
 DK0283
 DK0283  HISTORY     - Date     Condition        Report By
 DK0283  HISTORY     - 1960     MONUMENTED       MSHD
 DK0283  HISTORY     - 1972     GOOD             MSHD
 DK0283
 DK0283                          STATION DESCRIPTION
 DK0283
 DK0283'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0283'0.5 MI SW FROM TCHULA.
 DK0283'THE MARK IS LOCATED 0.5 MILES SOUTHWEST OF TCHULA NEAR THE NORTHEAST
 DK0283'PROPERTY LINE OF PETE JOHNSON AMERICAN STATION IN THE SOUTHWEST 1/4 OF
 DK0283'SECTION 8, T 15N, R 1E.  IT IS 148 FEET SOUTHEAST OF THE CENTER OF
 DK0283'HIGHWAY 49, 70 FEET EAST-NORTHEAST OF THE EAST CORNER OF AN AMERICAN
 DK0283'STATION, 15 FEET SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST
 DK0283'WALL OF THE STATION, 49 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY
 DK0283'LEADING TO A BULK OIL DEALER, 63.5 FEET SOUTH OF THE SOUTH CORNER OF A
 DK0283'FRAME HOUSE, 2.5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF
 DK0283'A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DK0283'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS 10 INCHES BELOW THE
 DK0283'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK0283'HIGHWAY 12 IN TCHULA GO SOUTHWEST ON U.S. HIGHWAY 49E FOR 0.45 MILES
 DK0283'TO THE AMERICAN STATION AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0293 ***********************************************************************
 DK0293  DESIGNATION -  49 V 58 MSHD
 DK0293  PID         -  DK0293
 DK0293  STATE/COUNTY-  MS/HOLMES
 DK0293  USGS QUAD   -  CRUGER (1982)
 DK0293
 DK0293                         *CURRENT SURVEY CONTROL
 DK0293  ___________________________________________________________________
 DK0293* NAD 83(1986)-  33 15 01.     (N)    090 13 38.     (W)     SCALED    
 DK0293* NAVD 88     -        35.960  (meters)     117.98   (feet)  ADJUSTED  
 DK0293  ___________________________________________________________________
 DK0293  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DK0293  DYNAMIC HT  -          35.922 (meters)     117.85  (feet)  COMP
 DK0293  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DK0293
 DK0293  VERT ORDER  -  SECOND    CLASS 0
 DK0293
 DK0293.The horizontal coordinates were scaled from a topographic map and have
 DK0293.an estimated accuracy of +/- 6 seconds.
 DK0293
 DK0293.The orthometric height was determined by differential leveling
 DK0293.and adjusted in June 1991.
 DK0293
 DK0293.The geoid height was determined by GEOID03.
 DK0293
 DK0293.The dynamic height is computed by dividing the NAVD 88
 DK0293.geopotential number by the normal gravity value computed on the
 DK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0293.degrees latitude (g = 980.6199 gals.).
 DK0293
 DK0293.The modeled gravity was interpolated from observed gravity values.
 DK0293
 DK0293;                    North         East    Units  Estimated Accuracy
 DK0293;SPC MS W     -   415,800.      709,890.      MT  (+/- 180 meters Scaled)
 DK0293
 DK0293                          SUPERSEDED SURVEY CONTROL
 DK0293
 DK0293  NGVD 29 (??/??/??)   36.031  (m)          118.21   (f) ADJUSTED    2 0
 DK0293
 DK0293.Superseded values are not recommended for survey control.
 DK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0293.See file dsdata.txt to determine how the superseded data were derived.
 DK0293
 DK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS583824(NAD 83)
 DK0293_MARKER: DD = SURVEY DISK
 DK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0293_STAMPING: BM 49V-58 1960
 DK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0293+STABILITY: SURFACE MOTION
 DK0293
 DK0293  HISTORY     - Date     Condition        Report By
 DK0293  HISTORY     - 1960     MONUMENTED       MSHD
 DK0293  HISTORY     - 1972     GOOD             MSHD
 DK0293  HISTORY     - 20000606 MARK NOT FOUND   NGS
 DK0293
 DK0293                          STATION DESCRIPTION
 DK0293
 DK0293'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0293'4.8 MI N FROM TCHULA.
 DK0293'THE MARK IS LOCATED 4.8 MILES NORTH OF TCHULA IN THE SOUTHEAST ANGLE
 DK0293'OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A PRIVATE
 DK0293'ROAD AND IS NEAR THE CENTER OF THE WEST SIDE OF SECTION 17, T 16N, R
 DK0293'1E.  IT IS 123 FEET WEST OF THE CENTER OF HIGHWAY 49, 39 FEET EAST OF
 DK0293'THE EAST RAIL, 20 FEET SOUTH OF THE CENTER OF HIGHWAY 49, 39 FEET EAST
 DK0293'OF THE EAST RAIL, 20 FEET SOUTH OF THE CENTER OF A NARROW GRAVELED
 DK0293'ROAD, 79 FEET EAST OF A POWER POLE, 68 FEET WEST OF ANOTHER POWER
 DK0293'POLE, 7 FEET SOUTH OF A TELEPHONE POLE, 4.5 FEET SOUTH-SOUTHEAST OF A
 DK0293'METAL WITNESS POST, 1 FOOT SOUTH OF ANOTHER METAL WITNESS POST, 1 FOOT
 DK0293'EAST OF A ROW OF POLES SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DK0293'POST ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE
 DK0293'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK0293'HIGHWAY 12 IN TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 5.3 MILES TO A
 DK0293'PRIVATE SIDE ROAD AND THE MARK ON THE LEFT.
 DK0293
 DK0293                          STATION RECOVERY (2000)
 DK0293
 DK0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0293'SEARCH BY MDOT
 DK0293' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0299 ***********************************************************************
 DK0299  DESIGNATION -  49 V 59 MSHD
 DK0299  PID         -  DK0299
 DK0299  STATE/COUNTY-  MS/HOLMES
 DK0299  USGS QUAD   -  CRUGER (1982)
 DK0299
 DK0299                         *CURRENT SURVEY CONTROL
 DK0299  ___________________________________________________________________
 DK0299* NAD 83(1986)-  33 18 03.     (N)    090 13 34.     (W)     SCALED    
 DK0299* NAVD 88     -        35.654  (meters)     116.97   (feet)  ADJUSTED  
 DK0299  ___________________________________________________________________
 DK0299  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DK0299  DYNAMIC HT  -          35.616 (meters)     116.85  (feet)  COMP
 DK0299  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DK0299
 DK0299  VERT ORDER  -  SECOND    CLASS 0
 DK0299
 DK0299.The horizontal coordinates were scaled from a topographic map and have
 DK0299.an estimated accuracy of +/- 6 seconds.
 DK0299
 DK0299.The orthometric height was determined by differential leveling
 DK0299.and adjusted in June 1991.
 DK0299
 DK0299.The geoid height was determined by GEOID03.
 DK0299
 DK0299.The dynamic height is computed by dividing the NAVD 88
 DK0299.geopotential number by the normal gravity value computed on the
 DK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0299.degrees latitude (g = 980.6199 gals.).
 DK0299
 DK0299.The modeled gravity was interpolated from observed gravity values.
 DK0299
 DK0299;                    North         East    Units  Estimated Accuracy
 DK0299;SPC MS W     -   421,410.      709,990.      MT  (+/- 180 meters Scaled)
 DK0299
 DK0299                          SUPERSEDED SURVEY CONTROL
 DK0299
 DK0299  NGVD 29 (??/??/??)   35.723  (m)          117.20   (f) ADJUSTED    2 0
 DK0299
 DK0299.Superseded values are not recommended for survey control.
 DK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0299.See file dsdata.txt to determine how the superseded data were derived.
 DK0299
 DK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS582880(NAD 83)
 DK0299_MARKER: DD = SURVEY DISK
 DK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0299_STAMPING: BM 49V-59 1960
 DK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0299+STABILITY: SURFACE MOTION
 DK0299
 DK0299  HISTORY     - Date     Condition        Report By
 DK0299  HISTORY     - 1960     MONUMENTED       MSHD
 DK0299  HISTORY     - 1972     GOOD             MSHD
 DK0299  HISTORY     - 20000606 MARK NOT FOUND   NGS
 DK0299
 DK0299                          STATION DESCRIPTION
 DK0299
 DK0299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0299'1.5 MI S FROM CRUGER.
 DK0299'THE MARK IS LOCATED 1.5 MILES SOUTH OF CRUGER BY A BRICK MONUMENT WITH
 DK0299'THE TABLET MISSING IN A ROADSIDE PARK OWNED BY THE MISSISSIPPI STATE
 DK0299'HIGHWAY DEPARTMENT, 8 MILES NORTH OF TCHULA IN THE NORTHEAST CORNER OF
 DK0299'SECTION 31, T 17N, R 1E.  IT IS 193 FEET WEST-SOUTHWEST OF THE CENTER
 DK0299'OF HIGHWAY 49, 3 FEET NORTH OF THE PROJECTED CENTER OF THE ENTRANCE TO
 DK0299'THE PARK, 139 FEET NORTHWEST OF A ROW MARKER, 180 FEET SOUTHWEST OF
 DK0299'ANOTHER ROW MARKER, 18 FEET SOUTH OF A 20 INCH OAK, 6 FEET WEST OF A
 DK0299'ROW OF METAL POST PROJECTING 18 INCHES, 1.5 FEET WEST AND NEAR THE
 DK0299'CENTER OF THE WEST EDGE OF A BRICK MONUMENT SET IN THE TOP OF A 10
 DK0299'INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 DK0299'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE
 DK0299'HIGHWAY 12 AND U.S. HIGHWAY 49E IN TCHULA GO NORTH ON U.S. HIGHWAY 49E
 DK0299'FOR 8.8 MILES TO THE ROADSIDE PARK AND THE MARK ON THE LEFT.
 DK0299
 DK0299                          STATION RECOVERY (2000)
 DK0299
 DK0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0299'SEARCH BY MDOT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0427 ***********************************************************************
 CP0427  DESIGNATION -  49 V 6
 CP0427  PID         -  CP0427
 CP0427  STATE/COUNTY-  MS/HINDS
 CP0427  USGS QUAD   -  JACKSON (1998)
 CP0427
 CP0427                         *CURRENT SURVEY CONTROL
 CP0427  ___________________________________________________________________
 CP0427* NAD 83(1986)-  32 20 58.     (N)    090 13 31.     (W)     SCALED    
 CP0427* NAVD 88     -       110.97   (+/-2cm)     364.1    (feet)  VERTCON   
 CP0427  ___________________________________________________________________
 CP0427  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0427
 CP0427.The horizontal coordinates were scaled from a topographic map and have
 CP0427.an estimated accuracy of +/- 6 seconds.
 CP0427
 CP0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0427.The vertical order pertains to the NGVD 29 superseded value.
 CP0427
 CP0427.The geoid height was determined by GEOID03.
 CP0427
 CP0427;                    North         East    Units  Estimated Accuracy
 CP0427;SPC MS W     -   315,900.      710,170.      MT  (+/- 180 meters Scaled)
 CP0427
 CP0427                          SUPERSEDED SURVEY CONTROL
 CP0427
 CP0427  NGVD 29 (??/??/92)  111.028  (m)          364.26   (f) ADJ UNCH    2 0
 CP0427
 CP0427.Superseded values are not recommended for survey control.
 CP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0427.See file dsdata.txt to determine how the superseded data were derived.
 CP0427
 CP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR611825(NAD 83)
 CP0427_MARKER: DB = BENCH MARK DISK
 CP0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0427_STAMPING: BM 49V-6 1960
 CP0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0427+STABILITY: SURFACE MOTION
 CP0427
 CP0427  HISTORY     - Date     Condition        Report By
 CP0427  HISTORY     - 1960     MONUMENTED       MSHD
 CP0427  HISTORY     - 1977     GOOD             MSHD
 CP0427
 CP0427                          STATION DESCRIPTION
 CP0427
 CP0427'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0427'4 MI NW FROM JACKSON.
 CP0427'THE MARK IS LOCATED 4 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0427'JACKSON OF THE SOUTHWEST RIGHT OF WAY OF U.S. HIGHWAY 49, 0.65 MILE
 CP0427'SOUTHEAST OF THE INTERSECTION OF NORTHSIDE DRIVE IN THE SOUTHWEST 1/4
 CP0427'OF THE NORTHWEST 1/4 OF SECTION 20, T 6N, R 1E.  IT IS 66.5 FEET
 CP0427'SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST WALL OF THE CENTER
 CP0427'ONE OF A GROUP OF BRICK APARTMENT BUILDINGS, 60 FEET NORTHWEST OF THE
 CP0427'CENTER OF A DRIVEWAY LEADING TO AN ABANDONED HOUSE, 52.5 FEET
 CP0427'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 21
 CP0427'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE PROJECTED CENTER OF THE
 CP0427'SOUTH BOUND LANE OF U.S. HIGHWAY 49, 21 FEET SOUTHEAST AND ACROSS THE
 CP0427'HIGHWAY FROM THE PROJECTED CENTER OF THE DRIVEWAY LEADING TO THE
 CP0427'APARTMENT COMPLEX, 3.5 FEET EAST OF A POWER POLE, 1 FOOT NORTHWEST OF
 CP0427'A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 2
 CP0427'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO
 CP0427'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR
 CP0427'1.95 MILES TO THE INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND
 CP0427'GO WEST ON WOODROW WILSON.  NOTE-- TO REACH FROM THE US. POST OFFICE
 CP0427'IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION
 CP0427'OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD.
 CP0427'FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE NORTH WEST ON
 CP0427'DELTA DRIVE (U.S. HWY 49) FOR 2.1 MILES TO THE INTERSECTION OF SUNSET
 CP0427'DRIVE, CONTINUE NORTHWEST ON U.S. HWY. 49 FOR 0.2 MILES TO THE MARK ON
 CP0427'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3309 ***********************************************************************
 BH3309  DESIGNATION -  49 V 6 A
 BH3309  PID         -  BH3309
 BH3309  STATE/COUNTY-  MS/HARRISON
 BH3309  USGS QUAD   -  SUCCESS (1982)
 BH3309
 BH3309                         *CURRENT SURVEY CONTROL
 BH3309  ___________________________________________________________________
 BH3309* NAD 83(1986)-  30 30 37.     (N)    089 06 30.     (W)     SCALED    
 BH3309* NAVD 88     -        20.284  (meters)      66.55   (feet)  ADJUSTED  
 BH3309  ___________________________________________________________________
 BH3309  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH3309  DYNAMIC HT  -          20.257 (meters)      66.46  (feet)  COMP
 BH3309  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BH3309
 BH3309  VERT ORDER  -  SECOND    CLASS II
 BH3309
 BH3309.The horizontal coordinates were scaled from a topographic map and have
 BH3309.an estimated accuracy of +/- 6 seconds.
 BH3309
 BH3309.The orthometric height was determined by differential leveling
 BH3309.and adjusted in May 1996.
 BH3309
 BH3309.The geoid height was determined by GEOID03.
 BH3309
 BH3309.The dynamic height is computed by dividing the NAVD 88
 BH3309.geopotential number by the normal gravity value computed on the
 BH3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3309.degrees latitude (g = 980.6199 gals.).
 BH3309
 BH3309.The modeled gravity was interpolated from observed gravity values.
 BH3309
 BH3309;                    North         East    Units  Estimated Accuracy
 BH3309;SPC MS E     -   112,020.      273,600.      MT  (+/- 180 meters Scaled)
 BH3309
 BH3309                          SUPERSEDED SURVEY CONTROL
 BH3309
 BH3309.No superseded survey control is available for this station.
 BH3309
 BH3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU976772(NAD 83)
 BH3309_MARKER: DD = SURVEY DISK
 BH3309_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3309_SP_SET: BOX CULVERT
 BH3309_STAMPING: BM 49 V 6A 1988
 BH3309_MARK LOGO: MSHD  
 BH3309_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3309+STABILITY: SURFACE MOTION
 BH3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3309+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3309
 BH3309  HISTORY     - Date     Condition        Report By
 BH3309  HISTORY     - 1988     MONUMENTED       MSHD
 BH3309
 BH3309                          STATION DESCRIPTION
 BH3309
 BH3309'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3309'MARK IS LOCATED ABOUT 10 MI (16.1 KM) NORTH OF GULFPORT IN A CULVERT
 BH3309'UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 8.6 MI (13.8 KM)
 BH3309'SOUTH OF SAUCIER, 0.8 MI (1.3 KM) NORTH OF LYMAN AND IS IN SECTION
 BH3309'20, T 6S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER U.S. HIGHWAY
 BH3309'49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49
 BH3309'FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF STATE HIGHWAY 53 AT LYMAN,
 BH3309'CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 0.8 MI (1.3 KM) TO THE MARK ON
 BH3309'THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BH3309'THE NORTH END OF A 3 X 4 FOOT CONCRETE BOX CULVERT, 28 FT (8.5 M)
 BH3309'EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BH3309'3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0300 ***********************************************************************
 DK0300  DESIGNATION -  49 V 60 MSHD
 DK0300  PID         -  DK0300
 DK0300  STATE/COUNTY-  MS/HOLMES
 DK0300  USGS QUAD   -  CRUGER (1982)
 DK0300
 DK0300                         *CURRENT SURVEY CONTROL
 DK0300  ___________________________________________________________________
 DK0300* NAD 83(1986)-  33 19 06.     (N)    090 13 49.     (W)     SCALED    
 DK0300* NAVD 88     -        36.431  (meters)     119.52   (feet)  ADJUSTED  
 DK0300  ___________________________________________________________________
 DK0300  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DK0300  DYNAMIC HT  -          36.393 (meters)     119.40  (feet)  COMP
 DK0300  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DK0300
 DK0300  VERT ORDER  -  SECOND    CLASS 0
 DK0300
 DK0300.The horizontal coordinates were scaled from a topographic map and have
 DK0300.an estimated accuracy of +/- 6 seconds.
 DK0300
 DK0300.The orthometric height was determined by differential leveling
 DK0300.and adjusted in June 1991.
 DK0300
 DK0300.The geoid height was determined by GEOID03.
 DK0300
 DK0300.The dynamic height is computed by dividing the NAVD 88
 DK0300.geopotential number by the normal gravity value computed on the
 DK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0300.degrees latitude (g = 980.6199 gals.).
 DK0300
 DK0300.The modeled gravity was interpolated from observed gravity values.
 DK0300
 DK0300;                    North         East    Units  Estimated Accuracy
 DK0300;SPC MS W     -   423,350.      709,600.      MT  (+/- 180 meters Scaled)
 DK0300
 DK0300                          SUPERSEDED SURVEY CONTROL
 DK0300
 DK0300  NGVD 29 (??/??/??)   36.499  (m)          119.75   (f) ADJUSTED    2 0
 DK0300
 DK0300.Superseded values are not recommended for survey control.
 DK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0300.See file dsdata.txt to determine how the superseded data were derived.
 DK0300
 DK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS578900(NAD 83)
 DK0300_MARKER: DD = SURVEY DISK
 DK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0300_STAMPING: BM 49V-60 1960
 DK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0300+STABILITY: SURFACE MOTION
 DK0300
 DK0300  HISTORY     - Date     Condition        Report By
 DK0300  HISTORY     - 1960     MONUMENTED       MSHD
 DK0300  HISTORY     - 1972     GOOD             MSHD
 DK0300  HISTORY     - 20000606 MARK NOT FOUND   NGS
 DK0300
 DK0300                          STATION DESCRIPTION
 DK0300
 DK0300'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0300'0.15 MI SE FROM CRUGER.
 DK0300'THE MARK IS LOCATED 0.15 MILE SOUTHEAST OF THE CROSSROAD AT CRUGER
 DK0300'ABOUT 150 FEET SOUTH OF THE SOUTHEAST CORNER OF A CEMETERY IN THE
 DK0300'SOUTHEAST 1/4 OF SECTION 19, T 17N, R 1E.  IT IS 386 FEET EAST OF THE
 DK0300'CENTER OF HIGHWAY 49, 227 FEET EAST-NORTHEAST OF A POLE WITH A LAMP ON
 DK0300'IT, 247.5 FEET EAST-SOUTHEAST OF ANOTHER POLE WITH A LAMP ON IT, 112
 DK0300'FEET SOUTHEAST OF THE HEADSTONE OF DORA PATTON, 187 FEET SOUTH OF A
 DK0300'POWER LINE, 16 FEET WEST OF A DIM DITCH, 43 FEET SOUTH OF THE
 DK0300'SOUTHEAST CORNER OF A SMALL FRAME BUILDING, 1 FOOT EAST OF A METAL
 DK0300'WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 6
 DK0300'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO
 DK0300'REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49E AT
 DK0300'TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 10.2 MILES TO THE MARK ON THE
 DK0300'RIGHT (ABOUT 0.1 MILE BEFORE REACHING THE CROSSROAD AT CRUGER).
 DK0300
 DK0300                          STATION RECOVERY (2000)
 DK0300
 DK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0306 ***********************************************************************
 DK0306  DESIGNATION -  49 V 62 MSHD
 DK0306  PID         -  DK0306
 DK0306  STATE/COUNTY-  MS/LEFLORE
 DK0306  USGS QUAD   -  CRUGER (1982)
 DK0306
 DK0306                         *CURRENT SURVEY CONTROL
 DK0306  ___________________________________________________________________
 DK0306* NAD 83(1986)-  33 21 33.     (N)    090 13 09.     (W)     SCALED    
 DK0306* NAVD 88     -        36.910  (meters)     121.10   (feet)  ADJUSTED  
 DK0306  ___________________________________________________________________
 DK0306  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0306  DYNAMIC HT  -          36.871 (meters)     120.97  (feet)  COMP
 DK0306  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DK0306
 DK0306  VERT ORDER  -  SECOND    CLASS 0
 DK0306
 DK0306.The horizontal coordinates were scaled from a topographic map and have
 DK0306.an estimated accuracy of +/- 6 seconds.
 DK0306
 DK0306.The orthometric height was determined by differential leveling
 DK0306.and adjusted in June 1991.
 DK0306
 DK0306.The geoid height was determined by GEOID03.
 DK0306
 DK0306.The dynamic height is computed by dividing the NAVD 88
 DK0306.geopotential number by the normal gravity value computed on the
 DK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0306.degrees latitude (g = 980.6199 gals.).
 DK0306
 DK0306.The modeled gravity was interpolated from observed gravity values.
 DK0306
 DK0306;                    North         East    Units  Estimated Accuracy
 DK0306;SPC MS W     -   427,880.      710,630.      MT  (+/- 180 meters Scaled)
 DK0306
 DK0306                          SUPERSEDED SURVEY CONTROL
 DK0306
 DK0306  NGVD 29 (??/??/??)   36.981  (m)          121.33   (f) ADJUSTED    2 0
 DK0306
 DK0306.Superseded values are not recommended for survey control.
 DK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0306.See file dsdata.txt to determine how the superseded data were derived.
 DK0306
 DK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS587945(NAD 83)
 DK0306_MARKER: DD = SURVEY DISK
 DK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0306_STAMPING: BM 49V-62 1960
 DK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0306+STABILITY: SURFACE MOTION
 DK0306
 DK0306  HISTORY     - Date     Condition        Report By
 DK0306  HISTORY     - 1960     MONUMENTED       MSHD
 DK0306  HISTORY     - 1967     GOOD             MSHD
 DK0306  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0306
 DK0306                          STATION DESCRIPTION
 DK0306
 DK0306'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0306'12.05 MI SW FROM GREENWOOD.
 DK0306'THE MARK IS LOCATED 3.5 MILES S-SW OF THE VILLAGE OF SIDON IN A FENCED
 DK0306'IN AREA WHERE FARM EQUIPMENT IS STORED, 11 MILES SW OF THE APPROXIMATE
 DK0306'CENTER OF GREENWOOD IN THE NW 1/4 OF SECTION 8, T 17N, R 1E AND ON
 DK0306'LAND OWNED BY A.J. WILSON.  IT IS 194 FEET WEST OF THE CENTER OF U.S.
 DK0306'HIGHWAY 49E, 99 FEET N-NE OF THE NW CORNER OF THE WHITE HOUSE, 73.5
 DK0306'FEET E-SE OF THE SE CORNER OF AN EQUIPMENT SHED, 13 FEET W-NW OF THE
 DK0306'EXTENDED WEST WALL OF THE WHITE HOUSE, 104 FEET NW OF A POWER LINE
 DK0306'POLE, 70.5 FEET NW OF THE SE CORNER OF A FENCE, 109 FEET SW OF THE NE
 DK0306'CORNER OF A FENCE, 67 FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY
 DK0306'AND 57 FEET WEST OF A FENCE AND A METAL WITNESS POST. TO REACH FROM
 DK0306'THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN GREENWOOD GO NE
 DK0306'ON MARKET STREET FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET.
 DK0306'TURN RIGHT (SE) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S.
 DK0306'HIGHWAY 82 OVERPASS.  CONTINUE SW ON U.S. HIGHWAY 49E FOR 7.2 MILES TO
 DK0306'A CROSSROADS NEAR THE VILLAGE OF SIDON. CONTINUE SOUTHWEST ON U.S.
 DK0306'HIGHWAY 49E FOR 3.35 MILES TO A CONCRETE BRIDGE. CONTINUE SW ON U.S.
 DK0306'HIGHWAY 49E FOR 0.15 MILE TO A WHITE HOUSE AND THE MARK ON THE RIGHT
 DK0306'AS DESCRIBED.  NOTE-- THE CHURCH MENTIONED IN THE ORIGINAL DESCRIPTION
 DK0306'HAS BEEN DESTROYED.
 DK0306
 DK0306                          STATION RECOVERY (1977)
 DK0306
 DK0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0307 ***********************************************************************
 DK0307  DESIGNATION -  49 V 63 MSHD
 DK0307  PID         -  DK0307
 DK0307  STATE/COUNTY-  MS/LEFLORE
 DK0307  USGS QUAD   -  CRUGER (1982)
 DK0307
 DK0307                         *CURRENT SURVEY CONTROL
 DK0307  ___________________________________________________________________
 DK0307* NAD 83(1986)-  33 22 21.     (N)    090 12 51.     (W)     SCALED    
 DK0307* NAVD 88     -        36.565  (meters)     119.96   (feet)  ADJUSTED  
 DK0307  ___________________________________________________________________
 DK0307  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0307  DYNAMIC HT  -          36.526 (meters)     119.84  (feet)  COMP
 DK0307  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 DK0307
 DK0307  VERT ORDER  -  SECOND    CLASS 0
 DK0307
 DK0307.The horizontal coordinates were scaled from a topographic map and have
 DK0307.an estimated accuracy of +/- 6 seconds.
 DK0307
 DK0307.The orthometric height was determined by differential leveling
 DK0307.and adjusted in June 1991.
 DK0307
 DK0307.The geoid height was determined by GEOID03.
 DK0307
 DK0307.The dynamic height is computed by dividing the NAVD 88
 DK0307.geopotential number by the normal gravity value computed on the
 DK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0307.degrees latitude (g = 980.6199 gals.).
 DK0307
 DK0307.The modeled gravity was interpolated from observed gravity values.
 DK0307
 DK0307;                    North         East    Units  Estimated Accuracy
 DK0307;SPC MS W     -   429,360.      711,090.      MT  (+/- 180 meters Scaled)
 DK0307
 DK0307                          SUPERSEDED SURVEY CONTROL
 DK0307
 DK0307  NGVD 29 (??/??/??)   36.635  (m)          120.19   (f) ADJUSTED    2 0
 DK0307
 DK0307.Superseded values are not recommended for survey control.
 DK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0307.See file dsdata.txt to determine how the superseded data were derived.
 DK0307
 DK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS591960(NAD 83)
 DK0307_MARKER: DD = SURVEY DISK
 DK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0307_STAMPING: BM 49V-63 1960
 DK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0307+STABILITY: SURFACE MOTION
 DK0307
 DK0307  HISTORY     - Date     Condition        Report By
 DK0307  HISTORY     - 1960     MONUMENTED       MSHD
 DK0307  HISTORY     - 1967     GOOD             MSHD
 DK0307
 DK0307                          STATION DESCRIPTION
 DK0307
 DK0307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0307'10.9 MI SW FROM GREENWOOD.
 DK0307'THE MARK IS LOCATED 2.4 MILES SOUTH OF THE VILLAGE OF SIDON NEAR THE
 DK0307'NORTHWEST CORNER OF A SMALL POWER SUB STAION, 9.9 MILES SOUTHWEST OF
 DK0307'THE APPROXIMATE CENTER OF GREENWOOD IN THE SOUTHWEST 1/4 OF SECTION
 DK0307'32, T 18N, R 1E AND ON LAND OWNED BY MR. HUGH H. WARREN.  IT IS 134
 DK0307'FEET WEST OF THE CENTER OF U.S. HIGHWAY 49E, 2 FEET WEST NORTHWEST OF
 DK0307'THE NORTHWEST CORNER OF A FENCE AROUND A POWER SUB STATION, 28 FEET
 DK0307'SOUTH OF THE CENTER OF A FIELD ROAD, 21 FEET WEST OF A FENCE, 145 FEET
 DK0307'SOUTHWEST OF THE CENTER OF THE INTERSECTION AND 1.5 FEET SOUTH OF A
 DK0307'METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE
 DK0307'COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET FOR 0.15
 DK0307'MILE TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTHEAST) AND
 DK0307'CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS.
 DK0307'CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 7.2 MILES TO A CROSSROADS
 DK0307'NEAR THE VILLAGE OF SIDON.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR
 DK0307'2.35 MILES TO AN ANGLING SIDE ROAD AND THE MARK ON THE RIGHT AS
 DK0307'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0312 ***********************************************************************
 DK0312  DESIGNATION -  49 V 64 MSHD
 DK0312  PID         -  DK0312
 DK0312  STATE/COUNTY-  MS/LEFLORE
 DK0312  USGS QUAD   -  SIDON (1982)
 DK0312
 DK0312                         *CURRENT SURVEY CONTROL
 DK0312  ___________________________________________________________________
 DK0312* NAD 83(1986)-  33 24 31.     (N)    090 12 16.     (W)     SCALED    
 DK0312* NAVD 88     -        37.336  (meters)     122.49   (feet)  ADJUSTED  
 DK0312  ___________________________________________________________________
 DK0312  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK0312  DYNAMIC HT  -          37.297 (meters)     122.37  (feet)  COMP
 DK0312  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 DK0312
 DK0312  VERT ORDER  -  SECOND    CLASS 0
 DK0312
 DK0312.The horizontal coordinates were scaled from a topographic map and have
 DK0312.an estimated accuracy of +/- 6 seconds.
 DK0312
 DK0312.The orthometric height was determined by differential leveling
 DK0312.and adjusted in June 1991.
 DK0312
 DK0312.The geoid height was determined by GEOID03.
 DK0312
 DK0312.The dynamic height is computed by dividing the NAVD 88
 DK0312.geopotential number by the normal gravity value computed on the
 DK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0312.degrees latitude (g = 980.6199 gals.).
 DK0312
 DK0312.The modeled gravity was interpolated from observed gravity values.
 DK0312
 DK0312;                    North         East    Units  Estimated Accuracy
 DK0312;SPC MS W     -   433,360.      711,990.      MT  (+/- 180 meters Scaled)
 DK0312
 DK0312                          SUPERSEDED SURVEY CONTROL
 DK0312
 DK0312  NGVD 29 (??/??/??)   37.406  (m)          122.72   (f) ADJUSTED    2 0
 DK0312
 DK0312.Superseded values are not recommended for survey control.
 DK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0312.See file dsdata.txt to determine how the superseded data were derived.
 DK0312
 DK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT599000(NAD 83)
 DK0312_MARKER: DD = SURVEY DISK
 DK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0312_STAMPING: BM 49V-64 1960
 DK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0312+STABILITY: SURFACE MOTION
 DK0312
 DK0312  HISTORY     - Date     Condition        Report By
 DK0312  HISTORY     - 1960     MONUMENTED       MSHD
 DK0312  HISTORY     - 1967     GOOD             MSHD
 DK0312  HISTORY     - 1974     GOOD             LOCENG
 DK0312
 DK0312                          STATION DESCRIPTION
 DK0312
 DK0312'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0312'8.45 MI SW FROM GREENWOOD.
 DK0312'THE MARK IS LOCATED 0.2 MILE EAST OF THE APPROXIMATE CENTER OF THE
 DK0312'VILLAGE OF SIDON ON THE NORTH SIDE OF A CEMETERY, 7.4 MILES SOUTHWEST
 DK0312'OF THE APPROXIMATE CENTER OF GREENWOOD AND IS IN THE NORTHWEST 1/4 OF
 DK0312'SECTION 21, T 18N, R 1E.  IT IS 183 FEET SOUTHWEST OF THE CENTER OF
 DK0312'U.S. HIGHWAY 49E, 24 FEET NORTHWEST OF A 24 INCH CYPRESS, 23.5 FEET
 DK0312'EAST OF THE EXTENDED EAST WALL OF A WHITE CHURCH, 22 FEET SOUTH OF THE
 DK0312'CENTER OF THE GRAVEL DRIVEWAY, 106.5 FEET SOUTHEAST OF THE SOUTHEAST
 DK0312'CORNER OF THE CHURCH, 27.5 FEET NORTH NORTHEAST OF THE LUTHER S. WOOD
 DK0312'GRAVE MARKER, 2 FEET EAST OF A POWER POLE WITH GUY WIRES AND 1 FOOT
 DK0312'WEST OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0312'LEFLORE COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET
 DK0312'FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET. TURN RIGHT
 DK0312'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S.
 DK0312'HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7
 DK0312'MILES TO A CROSSROADS AND MALOUFS APARTMENTS IN THE NORTHEAST ANGLE.
 DK0312'CONTINUE SOUTH ON U.S. HIGHWAY 49E FOR 3.4 MILES TO A CEMETERY AND THE
 DK0312'MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT LEADING TO
 DK0312'THE VILLAGE OF SIDON.
 DK0312
 DK0312                          STATION RECOVERY (1974)
 DK0312
 DK0312'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 DK0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0313 ***********************************************************************
 DK0313  DESIGNATION -  49 V 65 MSHD
 DK0313  PID         -  DK0313
 DK0313  STATE/COUNTY-  MS/LEFLORE
 DK0313  USGS QUAD   -  SIDON (1982)
 DK0313
 DK0313                         *CURRENT SURVEY CONTROL
 DK0313  ___________________________________________________________________
 DK0313* NAD 83(1986)-  33 25 29.     (N)    090 12 08.     (W)     SCALED    
 DK0313* NAVD 88     -        38.399  (meters)     125.98   (feet)  ADJUSTED  
 DK0313  ___________________________________________________________________
 DK0313  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0313  DYNAMIC HT  -          38.358 (meters)     125.85  (feet)  COMP
 DK0313  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 DK0313
 DK0313  VERT ORDER  -  SECOND    CLASS 0
 DK0313
 DK0313.The horizontal coordinates were scaled from a topographic map and have
 DK0313.an estimated accuracy of +/- 6 seconds.
 DK0313
 DK0313.The orthometric height was determined by differential leveling
 DK0313.and adjusted in June 1991.
 DK0313
 DK0313.The geoid height was determined by GEOID03.
 DK0313
 DK0313.The dynamic height is computed by dividing the NAVD 88
 DK0313.geopotential number by the normal gravity value computed on the
 DK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0313.degrees latitude (g = 980.6199 gals.).
 DK0313
 DK0313.The modeled gravity was interpolated from observed gravity values.
 DK0313
 DK0313;                    North         East    Units  Estimated Accuracy
 DK0313;SPC MS W     -   435,150.      712,190.      MT  (+/- 180 meters Scaled)
 DK0313
 DK0313                          SUPERSEDED SURVEY CONTROL
 DK0313
 DK0313  NGVD 29 (??/??/??)   38.467  (m)          126.20   (f) ADJUSTED    2 0
 DK0313
 DK0313.Superseded values are not recommended for survey control.
 DK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0313.See file dsdata.txt to determine how the superseded data were derived.
 DK0313
 DK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT601018(NAD 83)
 DK0313_MARKER: DD = SURVEY DISK
 DK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0313_STAMPING: BM 49V-65 1960
 DK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0313+STABILITY: SURFACE MOTION
 DK0313
 DK0313  HISTORY     - Date     Condition        Report By
 DK0313  HISTORY     - 1960     MONUMENTED       MSHD
 DK0313  HISTORY     - 1967     GOOD             MSHD
 DK0313  HISTORY     - 1974     GOOD             LOCENG
 DK0313
 DK0313                          STATION DESCRIPTION
 DK0313
 DK0313'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0313'7.95 MI SW FROM GREENWOOD.
 DK0313'THE MARK IS LOCATED 6.2 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0313'GREENWOOD IN THE NORTHEAST ANGLE OF THE CROSSING OF A DRIVEWAY LEADING
 DK0313'TO A WHITE FRAME HOUSE WITH A DITCH, APPROXIMATELY 1.2 MILES NORTHEAST
 DK0313'OF SIDON, APPROXIMATELY 0.2 MILE EAST OF U.S. HIGHWAY 49E IN THE
 DK0313'NORTHEAST 1/4 OF SECTION 16, T 18N, R 1E AND IS ON COUNTY PROPERTY. IT
 DK0313'IS 41 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 8 FEET EAST OF THE
 DK0313'CENTER OF THE DRIVEWAY, 5 FEET NORTH OF THE NORTHEAST CORNER OF A
 DK0313'WOODEN BRIDGE, 4 FEET NORTH OF A TELEPHONE POLE, 123 FEET SOUTH
 DK0313'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE AND 1.5 FEET NORTH
 DK0313'OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0313'LEFLORE COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET
 DK0313'FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET. TURN RIGHT
 DK0313'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S.
 DK0313'HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7
 DK0313'MILES TO A CROSSROADS AND THE MALOUFS APARTMENTS IN THE NORTHEAST
 DK0313'ANGLE.  CONTINUE SOUTH SOUTHEAST ON U.S. HIGHWAY 49E FOR 2.6 MILES TO
 DK0313'A SIDE ROAD LEFT.  TURN SHARP LEFT (NORTHEAST) AND CONTINUE ON AN ALL
 DK0313'WEATHER ROAD FOR 0.3 MILE TO A DRIVEWAY CROSSING OVER A DITCH AND THE
 DK0313'MARK ON THE LEFT AS DESCRIBED.
 DK0313
 DK0313                          STATION RECOVERY (1974)
 DK0313
 DK0313'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 DK0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0314 ***********************************************************************
 DK0314  DESIGNATION -  49 V 66 MSHD
 DK0314  PID         -  DK0314
 DK0314  STATE/COUNTY-  MS/LEFLORE
 DK0314  USGS QUAD   -  SIDON (1982)
 DK0314
 DK0314                         *CURRENT SURVEY CONTROL
 DK0314  ___________________________________________________________________
 DK0314* NAD 83(1986)-  33 26 34.     (N)    090 12 24.     (W)     SCALED    
 DK0314* NAVD 88     -        38.339  (meters)     125.78   (feet)  ADJUSTED  
 DK0314  ___________________________________________________________________
 DK0314  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0314  DYNAMIC HT  -          38.299 (meters)     125.65  (feet)  COMP
 DK0314  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DK0314
 DK0314  VERT ORDER  -  SECOND    CLASS 0
 DK0314
 DK0314.The horizontal coordinates were scaled from a topographic map and have
 DK0314.an estimated accuracy of +/- 6 seconds.
 DK0314
 DK0314.The orthometric height was determined by differential leveling
 DK0314.and adjusted in June 1991.
 DK0314
 DK0314.The geoid height was determined by GEOID03.
 DK0314
 DK0314.The dynamic height is computed by dividing the NAVD 88
 DK0314.geopotential number by the normal gravity value computed on the
 DK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0314.degrees latitude (g = 980.6199 gals.).
 DK0314
 DK0314.The modeled gravity was interpolated from observed gravity values.
 DK0314
 DK0314;                    North         East    Units  Estimated Accuracy
 DK0314;SPC MS W     -   437,150.      711,780.      MT  (+/- 180 meters Scaled)
 DK0314
 DK0314                          SUPERSEDED SURVEY CONTROL
 DK0314
 DK0314  NGVD 29 (??/??/??)   38.405  (m)          126.00   (f) ADJUSTED    2 0
 DK0314
 DK0314.Superseded values are not recommended for survey control.
 DK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0314.See file dsdata.txt to determine how the superseded data were derived.
 DK0314
 DK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT596038(NAD 83)
 DK0314_MARKER: DD = SURVEY DISK
 DK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0314_STAMPING: BM 49V-66 1960
 DK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0314+STABILITY: SURFACE MOTION
 DK0314
 DK0314  HISTORY     - Date     Condition        Report By
 DK0314  HISTORY     - 1960     MONUMENTED       MSHD
 DK0314  HISTORY     - 1967     GOOD             MSHD
 DK0314
 DK0314                          STATION DESCRIPTION
 DK0314
 DK0314'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0314'6.15 MI SW FROM GREENWOOD.
 DK0314'THE MARK IS LOCATED 5.2 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0314'GREENWOOD NEAR THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E APPROXIMATELY
 DK0314'2.4 MILES NORTHEAST OF THE VILLAGE OF SIDON AND IS IN THE NORTHWEST
 DK0314'1/4 OF SECTION 9, T 18N, R 1E.  IT IS 121 FEET EAST OF THE CENTER OF
 DK0314'U.S. HIGHWAY 49E, 189 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DK0314'CONCRETE BRIDGE, 111 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF A
 DK0314'FRAME HOUSE, 20 FEET EAST OF A HIGHWAY DITCH BANK, 36.5 FEET EAST OF A
 DK0314'POWER LINE, 3 FEET EAST OF THE MOST EASTERN POST OF A DR. PEPPER SIGN
 DK0314'AND 1.5 FEET WEST NORTHWEST OF A METAL WITNESS POST. TO REACH FROM THE
 DK0314'SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN GREENWOOD, GO
 DK0314'NORTHEAST ON MARKET STREET FOR 0.15 MILE TO THE INTERSECTION OF MAIN
 DK0314'STREET.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2
 DK0314'MILES TO THE U.S. HIGHWAY 82 OVERPASS. CONTINUE SOUTHWEST ON U.S.
 DK0314'HIGHWAY 49E FOR 3.7 MILES TO A CROSSROADS AND THE MALOUFS APARTMENTS
 DK0314'IN THE NORTHEAST ANGLE. CONTINUE SOUTH SOUTHEAST ON U.S. HIGHWAY 49E
 DK0314'FOR 1.1 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT AS
 DK0314'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0315 ***********************************************************************
 DK0315  DESIGNATION -  49 V 67 MSHD
 DK0315  PID         -  DK0315
 DK0315  STATE/COUNTY-  MS/LEFLORE
 DK0315  USGS QUAD   -  SIDON (1982)
 DK0315
 DK0315                         *CURRENT SURVEY CONTROL
 DK0315  ___________________________________________________________________
 DK0315* NAD 83(1986)-  33 27 31.     (N)    090 12 28.     (W)     SCALED    
 DK0315* NAVD 88     -        39.365  (meters)     129.15   (feet)  ADJUSTED  
 DK0315  ___________________________________________________________________
 DK0315  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0315  DYNAMIC HT  -          39.324 (meters)     129.02  (feet)  COMP
 DK0315  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DK0315
 DK0315  VERT ORDER  -  SECOND    CLASS 0
 DK0315
 DK0315.The horizontal coordinates were scaled from a topographic map and have
 DK0315.an estimated accuracy of +/- 6 seconds.
 DK0315
 DK0315.The orthometric height was determined by differential leveling
 DK0315.and adjusted in June 1991.
 DK0315
 DK0315.The geoid height was determined by GEOID03.
 DK0315
 DK0315.The dynamic height is computed by dividing the NAVD 88
 DK0315.geopotential number by the normal gravity value computed on the
 DK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0315.degrees latitude (g = 980.6199 gals.).
 DK0315
 DK0315.The modeled gravity was interpolated from observed gravity values.
 DK0315
 DK0315;                    North         East    Units  Estimated Accuracy
 DK0315;SPC MS W     -   438,910.      711,670.      MT  (+/- 180 meters Scaled)
 DK0315
 DK0315                          SUPERSEDED SURVEY CONTROL
 DK0315
 DK0315  NGVD 29 (??/??/??)   39.429  (m)          129.36   (f) ADJUSTED    2 0
 DK0315
 DK0315.Superseded values are not recommended for survey control.
 DK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0315.See file dsdata.txt to determine how the superseded data were derived.
 DK0315
 DK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT595056(NAD 83)
 DK0315_MARKER: DD = SURVEY DISK
 DK0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0315_STAMPING: BM 49V-67 1960
 DK0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0315+STABILITY: SURFACE MOTION
 DK0315
 DK0315  HISTORY     - Date     Condition        Report By
 DK0315  HISTORY     - 1960     MONUMENTED       MSHD
 DK0315  HISTORY     - 1967     GOOD             MSHD
 DK0315
 DK0315                          STATION DESCRIPTION
 DK0315
 DK0315'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0315'4.05 MI SW FROM GREENWOOD.
 DK0315'THE MARK IS LOCATED 4.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0315'GREENWOOD NEAR THE SOUTHWEST CORNER OF THE MALOUF APARTMENTS IN THE
 DK0315'NORTHEAST ANGLE OF A CROSSROADS, APPROXIMATELY 3.5 MILES NORTH OF THE
 DK0315'VILLAGE OF SIDON, IN THE SOUTHEAST 1/4 OF SECTION 32, T 19N, R 1E AND
 DK0315'ON LAND OWNED BY MR. FOAAD MALOUF.  IT IS 154 FEET EAST OF THE CENTER
 DK0315'OF U.S. HIGHWAY 49E, 35 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 9.5
 DK0315'FEET NORTHWEST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF THE SOUTHWEST
 DK0315'CORNER OF THE MALOUFS APARTMENTS.  TO REACH FROM THE SOUTH ENTRANCE TO
 DK0315'THE LEFLORE COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET
 DK0315'STREET FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET. TURN RIGHT
 DK0315'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S.
 DK0315'HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7
 DK0315'MILES TO A CROSSROADS AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0320 ***********************************************************************
 DK0320  DESIGNATION -  49 V 68 MSHD
 DK0320  PID         -  DK0320
 DK0320  STATE/COUNTY-  MS/LEFLORE
 DK0320  USGS QUAD   -  SIDON (1982)
 DK0320
 DK0320                         *CURRENT SURVEY CONTROL
 DK0320  ___________________________________________________________________
 DK0320* NAD 83(1986)-  33 28 22.     (N)    090 12 29.     (W)     SCALED    
 DK0320* NAVD 88     -        39.282  (meters)     128.88   (feet)  ADJUSTED  
 DK0320  ___________________________________________________________________
 DK0320  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0320  DYNAMIC HT  -          39.241 (meters)     128.74  (feet)  COMP
 DK0320  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 DK0320
 DK0320  VERT ORDER  -  SECOND    CLASS 0
 DK0320
 DK0320.The horizontal coordinates were scaled from a topographic map and have
 DK0320.an estimated accuracy of +/- 6 seconds.
 DK0320
 DK0320.The orthometric height was determined by differential leveling
 DK0320.and adjusted in June 1991.
 DK0320
 DK0320.The geoid height was determined by GEOID03.
 DK0320
 DK0320.The dynamic height is computed by dividing the NAVD 88
 DK0320.geopotential number by the normal gravity value computed on the
 DK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0320.degrees latitude (g = 980.6199 gals.).
 DK0320
 DK0320.The modeled gravity was interpolated from observed gravity values.
 DK0320
 DK0320;                    North         East    Units  Estimated Accuracy
 DK0320;SPC MS W     -   440,480.      711,640.      MT  (+/- 180 meters Scaled)
 DK0320
 DK0320                          SUPERSEDED SURVEY CONTROL
 DK0320
 DK0320  NGVD 29 (??/??/??)   39.347  (m)          129.09   (f) ADJUSTED    2 0
 DK0320
 DK0320.Superseded values are not recommended for survey control.
 DK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0320.See file dsdata.txt to determine how the superseded data were derived.
 DK0320
 DK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT594071(NAD 83)
 DK0320_MARKER: DD = SURVEY DISK
 DK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0320_STAMPING: BM 49V-68 1960
 DK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0320+STABILITY: SURFACE MOTION
 DK0320
 DK0320  HISTORY     - Date     Condition        Report By
 DK0320  HISTORY     - 1960     MONUMENTED       MSHD
 DK0320  HISTORY     - 1967     GOOD             MSHD
 DK0320
 DK0320                          STATION DESCRIPTION
 DK0320
 DK0320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0320'3.3 MI SW FROM GREENWOOD.
 DK0320'THE MARK IS LOCATED 3.3 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0320'GREENWOOD IN THE SOUTHEAST SECTION OF THE GROUNDS OF A COTTON GIN
 DK0320'APPROXIMATELY 4.4 MILES NORTH NORTHEAST OF THE VILLAGE OF SIDON IN THE
 DK0320'SOUTHEAST 1/4 OF SECTION 29, T 19N, R 1E.  IT IS 49 FEET NORTH
 DK0320'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 16 FEET WEST SOUTHWEST OF
 DK0320'THE CENTER OF A DRIVEWAY LEADING TO THE GIN, 50 FEET WEST OF THE
 DK0320'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 29 FEET NORTH OF A
 DK0320'POWER POLE, 47 FEET EAST NORTHEAST OF A POWER POLE WITH A LAMP ON IT,
 DK0320'65.5 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ON IT, 30.5
 DK0320'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LOADING PLATFORM AND 6.5
 DK0320'FEET NORTH OF THE EXTENDED SOUTH WALL OF THE CONCRETE BLOCK BUILDING.
 DK0320'TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN
 DK0320'GREENWOOD GO NORTHEAST ON MARKET STREET FOR 0.15 MILE TO THE
 DK0320'INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON
 DK0320'MAIN STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS.  CONTINUE
 DK0320'SOUTHWEST ON U.S. HIGHWAY 49E FOR 2.7 MILES TO A CROSSROADS WITH A
 DK0320'COTTON GIN IN THE NORTHEAST ANGLE.  TURN LEFT (EAST) AND CONTINUE ON
 DK0320'AN ALL WEATHER ROAD FOR 0.05 MILE TO A DRIVEWAY LEADING TO THE GIN AND
 DK0320'THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0321 ***********************************************************************
 DK0321  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0321  DESIGNATION -  49 V 69 MSHD
 DK0321  PID         -  DK0321
 DK0321  STATE/COUNTY-  MS/LEFLORE
 DK0321  USGS QUAD   -  SIDON (1982)
 DK0321
 DK0321                         *CURRENT SURVEY CONTROL
 DK0321  ___________________________________________________________________
 DK0321* NAD 83(2007)-  33 29 21.25618(N)    090 11 40.22443(W)     ADJUSTED  
 DK0321* NAVD 88     -        38.71   (meters)     127.0    (feet)  GPS OBS   
 DK0321  ___________________________________________________________________
 DK0321  EPOCH DATE  -        2002.00
 DK0321  X           -     -18,076.302 (meters)                     COMP
 DK0321  Y           -  -5,324,707.846 (meters)                     COMP
 DK0321  Z           -   3,499,345.603 (meters)                     COMP
 DK0321  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DK0321  ELLIP HEIGHT-          12.250 (meters)          (02/15/08) ADJUSTED
 DK0321  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0321  HORZ ORDER  -  FIRST
 DK0321  ELLP ORDER  -  FOURTH    CLASS II
 DK0321
 DK0321.The horizontal coordinates were established by GPS observations
 DK0321.and adjusted by the EMC INCORPORATED in February 2008.
 DK0321
 DK0321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0321.The horizontal coordinates are valid at the epoch date displayed above.
 DK0321.The epoch date for horizontal control is a decimal equivalence
 DK0321.of Year/Month/Day.
 DK0321
 DK0321.The orthometric height was determined by GPS observations and a
 DK0321.high-resolution geoid model.
 DK0321.The orthometric height was determined by GPS observations and a
 DK0321.high-resolution geoid model using precise GPS observation and
 DK0321.processing techniques. It supersedes the leveled height previously
 DK0321.determined for this station.
 DK0321
 DK0321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0321
 DK0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0321
 DK0321.The ellipsoidal height was determined by GPS observations
 DK0321.and is referenced to NAD 83.
 DK0321
 DK0321.The geoid height was determined by GEOID03.
 DK0321
 DK0321;                    North         East     Units Scale Factor Converg.
 DK0321;SPC MS W     -   442,306.066   712,901.072   MT  0.99995205   +0 04 35.8
 DK0321;SPC MS W     - 1,451,132.48  2,338,909.60   sFT  0.99995205   +0 04 35.8
 DK0321;UTM  15      - 3,709,049.017   760,662.582   MT  1.00043776   +1 32 56.0
 DK0321
 DK0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0321!SPC MS W     -   0.99999808  x   0.99995205  =   0.99995013
 DK0321!UTM  15      -   0.99999808  x   1.00043776  =   1.00043584
 DK0321
 DK0321                          SUPERSEDED SURVEY CONTROL
 DK0321
 DK0321  NAVD 88 (06/15/91)   38.606  (m)          126.66   (f) ADJUSTED    2 0
 DK0321  NGVD 29 (??/??/??)   38.669  (m)          126.87   (f) ADJUSTED    2 0
 DK0321
 DK0321.Superseded values are not recommended for survey control.
 DK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0321.See file dsdata.txt to determine how the superseded data were derived.
 DK0321
 DK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6066309049(NAD 83)
 DK0321_MARKER: DD = SURVEY DISK
 DK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0321_STAMPING: BM 49V-69 1960
 DK0321_MARK LOGO: NONE  
 DK0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0321+STABILITY: SURFACE MOTION
 DK0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0321+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DK0321
 DK0321  HISTORY     - Date     Condition        Report By
 DK0321  HISTORY     - 1960     MONUMENTED       MSHD
 DK0321  HISTORY     - 1967     GOOD             MSHD
 DK0321  HISTORY     - 20070116 GOOD             EMCINC
 DK0321  HISTORY     - 20080528 GOOD             MSDOT
 DK0321
 DK0321                          STATION DESCRIPTION
 DK0321
 DK0321'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0321'2.8 MI SW FROM GREENWOOD.
 DK0321'THE MARK IS LOCATED 2.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0321'GREENWOOD NEAR THE ENTRANCE TO THE GREENWOOD MEMORIAL GARDENS, 1.45
 DK0321'MILES SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY 82 AND U.S. HIGHWAY
 DK0321'49E AND IS IN THE NORTHEAST 1/4 OF SECTION 28, T 19N, R 1E.  IT IS
 DK0321'118.5 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 49E, 17 FEET
 DK0321'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 11 FEET NORTHWEST OF THE
 DK0321'NORTHEAST GATE POST, 6.5 FEET SOUTHWEST OF A BRICK FENCE CORNER, 69.5
 DK0321'FEET SOUTH OF A POWER POLE WITH A GUY WIRE AND 1 FOOT SOUTHWEST OF A
 DK0321'METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE
 DK0321'COUNTY COURTHOUSE IN GREENWOOD, GO NORTHEAST ON MARKET STREET FOR 0.15
 DK0321'MILE TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTHEAST) AND
 DK0321'CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS.
 DK0321'CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 1.45 MILES TO THE ENTRANCE
 DK0321'TO THE GREENWOOD MEMORIAL PARK AND THE MARK AS DESCRIBED.
 DK0321
 DK0321                          STATION RECOVERY (2007)
 DK0321
 DK0321'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0321'RECOVERED IN GOOD CONDITION.
 DK0321
 DK0321                          STATION RECOVERY (2008)
 DK0321
 DK0321'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0434 ***********************************************************************
 CP0434  DESIGNATION -  49 V 7
 CP0434  PID         -  CP0434
 CP0434  STATE/COUNTY-  MS/HINDS
 CP0434  USGS QUAD   -  JACKSON (1998)
 CP0434
 CP0434                         *CURRENT SURVEY CONTROL
 CP0434  ___________________________________________________________________
 CP0434* NAD 83(1986)-  32 21 52.     (N)    090 14 31.     (W)     SCALED    
 CP0434* NAVD 88     -        99.713  (meters)     327.14   (feet)  ADJUSTED  
 CP0434  ___________________________________________________________________
 CP0434  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0434  DYNAMIC HT  -          99.600 (meters)     326.77  (feet)  COMP
 CP0434  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CP0434
 CP0434  VERT ORDER  -  SECOND    CLASS 0
 CP0434
 CP0434.The horizontal coordinates were scaled from a topographic map and have
 CP0434.an estimated accuracy of +/- 6 seconds.
 CP0434
 CP0434.The orthometric height was determined by differential leveling
 CP0434.and adjusted in June 1991.
 CP0434
 CP0434.The geoid height was determined by GEOID03.
 CP0434
 CP0434.The dynamic height is computed by dividing the NAVD 88
 CP0434.geopotential number by the normal gravity value computed on the
 CP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0434.degrees latitude (g = 980.6199 gals.).
 CP0434
 CP0434.The modeled gravity was interpolated from observed gravity values.
 CP0434
 CP0434;                    North         East    Units  Estimated Accuracy
 CP0434;SPC MS W     -   317,560.      708,600.      MT  (+/- 180 meters Scaled)
 CP0434
 CP0434                          SUPERSEDED SURVEY CONTROL
 CP0434
 CP0434  NGVD 29 (??/??/92)   99.799  (m)          327.42   (f) ADJ UNCH    2 0
 CP0434
 CP0434.Superseded values are not recommended for survey control.
 CP0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0434.See file dsdata.txt to determine how the superseded data were derived.
 CP0434
 CP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR595841(NAD 83)
 CP0434_MARKER: DB = BENCH MARK DISK
 CP0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0434_STAMPING: BM 49V-7 1960
 CP0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0434+STABILITY: SURFACE MOTION
 CP0434
 CP0434  HISTORY     - Date     Condition        Report By
 CP0434  HISTORY     - 1960     MONUMENTED       MSHD
 CP0434  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0434
 CP0434                          STATION DESCRIPTION
 CP0434
 CP0434'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960
 CP0434'4.7 MI NW FROM JACKSON.
 CP0434'LOCATED 4.7 MILES NORTHWEST OF JACKSON ON PROPERTY OWNED BY V. C.
 CP0434'ROGERS.  TO REACH FROM THE MISSISSIPPI STATE HIGHWAY DEPARTMENT
 CP0434'LABORATORY CORNER NORTHWEST STREET AND WOODROW WILSON AVENUE, GO WEST
 CP0434'ON WOODROW WILSON FOR 0.9 MILE TO FIVE POINTS, CONTINUE NORTHWEST ON
 CP0434'U. S. HIGHWAY 49 FOR 2.9 MILES TO INTERSECTION NORTH SIDE DRIVE,
 CP0434'CONTINUE NORTHWEST ON HIGHWAY 49 FOR 0.9 MILE TO THE RESIDENCE OF V.
 CP0434'C. ROGERS AND STATION ON LEFT.  THE MARK IS A STANDARD PHOTRONICS
 CP0434'DEVELOPMENT DIVISION DISK STAMPED BM 49V-7 1960, SET IN A 7-INCH
 CP0434'SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 164 FEET SOUTHEAST
 CP0434'OF A SMALL POND, 80.5 FEET SOUTHEAST OF A POWER POLE, 56.0 FEET WEST
 CP0434'OF CENTER LINE OF HIGHWAY 49, 18.0 FEET EAST OF A LARGE BILLBOARD, 7.2
 CP0434'FEET NORTH OF A KING EDWARDS HOTEL BILLBOARD, 4.5 FEET NORTHEAST OF A
 CP0434'FENCE CORNER, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 CP0434
 CP0434                          STATION RECOVERY (1977)
 CP0434
 CP0434'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3310 ***********************************************************************
 BH3310  DESIGNATION -  49 V 7 A
 BH3310  PID         -  BH3310
 BH3310  STATE/COUNTY-  MS/HARRISON
 BH3310  USGS QUAD   -  SUCCESS (1982)
 BH3310
 BH3310                         *CURRENT SURVEY CONTROL
 BH3310  ___________________________________________________________________
 BH3310* NAD 83(1986)-  30 31 21.     (N)    089 06 30.     (W)     SCALED    
 BH3310* NAVD 88     -        14.946  (meters)      49.04   (feet)  ADJUSTED  
 BH3310  ___________________________________________________________________
 BH3310  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH3310  DYNAMIC HT  -          14.926 (meters)      48.97  (feet)  COMP
 BH3310  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BH3310
 BH3310  VERT ORDER  -  SECOND    CLASS II
 BH3310
 BH3310.The horizontal coordinates were scaled from a topographic map and have
 BH3310.an estimated accuracy of +/- 6 seconds.
 BH3310
 BH3310.The orthometric height was determined by differential leveling
 BH3310.and adjusted in May 1996.
 BH3310
 BH3310.The geoid height was determined by GEOID03.
 BH3310
 BH3310.The dynamic height is computed by dividing the NAVD 88
 BH3310.geopotential number by the normal gravity value computed on the
 BH3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3310.degrees latitude (g = 980.6199 gals.).
 BH3310
 BH3310.The modeled gravity was interpolated from observed gravity values.
 BH3310
 BH3310;                    North         East    Units  Estimated Accuracy
 BH3310;SPC MS E     -   113,370.      273,610.      MT  (+/- 180 meters Scaled)
 BH3310
 BH3310                          SUPERSEDED SURVEY CONTROL
 BH3310
 BH3310.No superseded survey control is available for this station.
 BH3310
 BH3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU977785(NAD 83)
 BH3310_MARKER: DD = SURVEY DISK
 BH3310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3310_SP_SET: BRIDGE ABUTMENT
 BH3310_STAMPING: BM 49 V 7A 1988
 BH3310_MARK LOGO: MSHD  
 BH3310_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3310+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3310
 BH3310  HISTORY     - Date     Condition        Report By
 BH3310  HISTORY     - 1988     MONUMENTED       MSHD
 BH3310
 BH3310                          STATION DESCRIPTION
 BH3310
 BH3310'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3310'MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTH OF GULFPORT, IN A
 BH3310'BRIDGE FOR THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 7.7 MI (12.4 KM)
 BH3310'SOUTH OF SAUCIER, 1.65 MI (2.66 KM) NORTH OF LYMAN AND IS IN SECTION
 BH3310'17, T 6S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER U.S. HIGHWAY
 BH3310'49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49
 BH3310'FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF STATE HIGHWAY 53 AT LYMAN,
 BH3310'CONTINUE NORTH ON U.S..  HIGHWAY 49 FOR 1.65 MI (2.66 KM) TO THE MARK
 BH3310'ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE
 BH3310'IN THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE, 17.5 FT
 BH3310'(5.3 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND
 BH3310'IS ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0055 ***********************************************************************
 DK0055  DESIGNATION -  49 V 70 MSHD
 DK0055  PID         -  DK0055
 DK0055  STATE/COUNTY-  MS/LEFLORE
 DK0055  USGS QUAD   -  GREENWOOD (1982)
 DK0055
 DK0055                         *CURRENT SURVEY CONTROL
 DK0055  ___________________________________________________________________
 DK0055* NAD 83(1986)-  33 30 30.     (N)    090 11 54.     (W)     SCALED    
 DK0055* NAVD 88     -        37.766  (meters)     123.90   (feet)  ADJUSTED  
 DK0055  ___________________________________________________________________
 DK0055  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0055  DYNAMIC HT  -          37.727 (meters)     123.78  (feet)  COMP
 DK0055  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 DK0055
 DK0055  VERT ORDER  -  SECOND    CLASS 0
 DK0055
 DK0055.The horizontal coordinates were scaled from a topographic map and have
 DK0055.an estimated accuracy of +/- 6 seconds.
 DK0055
 DK0055.The orthometric height was determined by differential leveling
 DK0055.and adjusted in June 1991.
 DK0055
 DK0055.The geoid height was determined by GEOID03.
 DK0055
 DK0055.The dynamic height is computed by dividing the NAVD 88
 DK0055.geopotential number by the normal gravity value computed on the
 DK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0055.degrees latitude (g = 980.6199 gals.).
 DK0055
 DK0055.The modeled gravity was interpolated from observed gravity values.
 DK0055
 DK0055;                    North         East    Units  Estimated Accuracy
 DK0055;SPC MS W     -   444,420.      712,540.      MT  (+/- 180 meters Scaled)
 DK0055
 DK0055                          SUPERSEDED SURVEY CONTROL
 DK0055
 DK0055  NGVD 29 (??/??/??)   37.835  (m)          124.13   (f) ADJUSTED    2 0
 DK0055
 DK0055.Superseded values are not recommended for survey control.
 DK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0055.See file dsdata.txt to determine how the superseded data were derived.
 DK0055
 DK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT602111(NAD 83)
 DK0055_MARKER: DD = SURVEY DISK
 DK0055_SETTING: 0 = UNSPECIFIED SETTING
 DK0055_STAMPING: BM 49V-70 1960
 DK0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0055
 DK0055  HISTORY     - Date     Condition        Report By
 DK0055  HISTORY     - 1960     MONUMENTED       MSHD
 DK0055  HISTORY     - 1967     GOOD             MSHD
 DK0055
 DK0055                          STATION DESCRIPTION
 DK0055
 DK0055'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0055'0.75 MI SE FROM GREENWOOD.
 DK0055'THE MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF A FENCE AROUND A
 DK0055'WATER WELL IN THE SOUTHWEST CORNER OF THE GROUNDS OF THE GREENWOOD
 DK0055'HIGH SCHOOL, 0.85 MILE NORTHWEST OF THE U.S. HIGHWAY 82 BRIDGE OVER
 DK0055'U.S. HIGHWAY 49E ON THE SOUTH SIDE OF GREENWOOD IN THE SOUTHEAST 1/4
 DK0055'OF SECTION 16, T 19N, R 1E.  IT IS 149 FEET NORTH OF THE CENTER OF A
 DK0055'FRONTAGE ROAD, 209 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 DK0055'HIGHWAY 82, 72 FEET EAST OF THE CENTER OF LINDEN AVENUE, 66 FEET
 DK0055'NORTHWEST OF A ROUND CONCRETE BUILDING, 4 FEET WEST OF A POWER POLE, 1
 DK0055'FOOT SOUTH OF THE SOUTHEAST CORNER OF A FENCE AROUND A WATER WELL
 DK0055'PUMP, 37 FEET NORTH OF THE EXTENDED SOUTH WALL OF A BRICK HOUSE ON THE
 DK0055'WEST SIDE OF LINDEN AVENUE AND 1 FOOT WEST OF A METAL WITNESS POST. TO
 DK0055'REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN
 DK0055'GREENWOOD GO EAST ON STRONG AVENUE FOR 0.2 MILE TO LINDEN AVENUE FOR
 DK0055'0.55 MILE TO THE MARK ON THE LEFT JUST BEFORE REACHING U.S. HIGHWAY
 DK0055'82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0060 ***********************************************************************
 DK0060  DESIGNATION -  49 V 71 MSHD
 DK0060  PID         -  DK0060
 DK0060  STATE/COUNTY-  MS/LEFLORE
 DK0060  USGS QUAD   -  GREENWOOD (1982)
 DK0060
 DK0060                         *CURRENT SURVEY CONTROL
 DK0060  ___________________________________________________________________
 DK0060* NAD 83(1986)-  33 31 36.     (N)    090 12 41.     (W)     SCALED    
 DK0060* NAVD 88     -        40.547  (meters)     133.03   (feet)  ADJUSTED  
 DK0060  ___________________________________________________________________
 DK0060  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0060  DYNAMIC HT  -          40.505 (meters)     132.89  (feet)  COMP
 DK0060  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 DK0060
 DK0060  VERT ORDER  -  SECOND    CLASS 0
 DK0060
 DK0060.The horizontal coordinates were scaled from a topographic map and have
 DK0060.an estimated accuracy of +/- 6 seconds.
 DK0060
 DK0060.The orthometric height was determined by differential leveling
 DK0060.and adjusted in June 1991.
 DK0060
 DK0060.The geoid height was determined by GEOID03.
 DK0060
 DK0060.The dynamic height is computed by dividing the NAVD 88
 DK0060.geopotential number by the normal gravity value computed on the
 DK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0060.degrees latitude (g = 980.6199 gals.).
 DK0060
 DK0060.The modeled gravity was interpolated from observed gravity values.
 DK0060
 DK0060;                    North         East    Units  Estimated Accuracy
 DK0060;SPC MS W     -   446,460.      711,330.      MT  (+/- 180 meters Scaled)
 DK0060
 DK0060                          SUPERSEDED SURVEY CONTROL
 DK0060
 DK0060  NGVD 29 (??/??/??)   40.618  (m)          133.26   (f) ADJUSTED    2 0
 DK0060
 DK0060.Superseded values are not recommended for survey control.
 DK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0060.See file dsdata.txt to determine how the superseded data were derived.
 DK0060
 DK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT589131(NAD 83)
 DK0060_MARKER: DD = SURVEY DISK
 DK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0060_STAMPING: BM 49V-71 1960
 DK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0060+STABILITY: SURFACE MOTION
 DK0060
 DK0060  HISTORY     - Date     Condition        Report By
 DK0060  HISTORY     - 1960     MONUMENTED       MSHD
 DK0060  HISTORY     - 1967     GOOD             MSHD
 DK0060
 DK0060                          STATION DESCRIPTION
 DK0060
 DK0060'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0060'1 MI NW FROM GREENWOOD.
 DK0060'LOCATED ABOUT 1 MILE NORTHWEST OF GREENWOOD, ALONG U.S. HIGHWAY 82 AND
 DK0060'49 EAST BY-PASS ON THE PROPERTY OF DELTA ELECTRIC POWER ASSOCIATION.
 DK0060'TO REACH FROM THE GREENWOOD-LEFLORE COUNTY HOSPITAL, GO NORTH
 DK0060'NORTHWEST ON THE BY-PASS FOR .9 MILE TO THE DELTA ELECTRIC POWER
 DK0060'ASSOCIATION BUILDING AND THE MARK ON THE RIGHT.  THE MARK IS A
 DK0060'STANDARD MSHD-USC AND GS BRONZE DISK, STAMPED BM 49V-71 1960, SET IN
 DK0060'THE TOP OF A 10 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DK0060'IS ABOUT 110 FEET NORTHEAST OF THE DELTA ELECTRIC POWER ASSOCIATION
 DK0060'BUILDING, 33 FEET NORTHWEST OF THE NORTHWEST CORNER OF BILLUPS
 DK0060'PETROLEUM BUILDING, 19.5 FEET WEST OF A TELEPHONE LINE POLE, AND 5
 DK0060'FEET WEST OF A 4 INCH IRON PIPE PROJECTING 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0061 ***********************************************************************
 DK0061  DESIGNATION -  49 V 72 MSHD
 DK0061  PID         -  DK0061
 DK0061  STATE/COUNTY-  MS/LEFLORE
 DK0061  USGS QUAD   -  GREENWOOD (1982)
 DK0061
 DK0061                         *CURRENT SURVEY CONTROL
 DK0061  ___________________________________________________________________
 DK0061* NAD 83(1986)-  33 31 47.     (N)    090 13 56.     (W)     SCALED    
 DK0061* NAVD 88     -        40.721  (meters)     133.60   (feet)  ADJUSTED  
 DK0061  ___________________________________________________________________
 DK0061  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0061  DYNAMIC HT  -          40.679 (meters)     133.46  (feet)  COMP
 DK0061  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 DK0061
 DK0061  VERT ORDER  -  SECOND    CLASS 0
 DK0061
 DK0061.The horizontal coordinates were scaled from a topographic map and have
 DK0061.an estimated accuracy of +/- 6 seconds.
 DK0061
 DK0061.The orthometric height was determined by differential leveling
 DK0061.and adjusted in June 1991.
 DK0061
 DK0061.The geoid height was determined by GEOID03.
 DK0061
 DK0061.The dynamic height is computed by dividing the NAVD 88
 DK0061.geopotential number by the normal gravity value computed on the
 DK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0061.degrees latitude (g = 980.6199 gals.).
 DK0061
 DK0061.The modeled gravity was interpolated from observed gravity values.
 DK0061
 DK0061;                    North         East    Units  Estimated Accuracy
 DK0061;SPC MS W     -   446,790.      709,390.      MT  (+/- 180 meters Scaled)
 DK0061
 DK0061                          SUPERSEDED SURVEY CONTROL
 DK0061
 DK0061  NGVD 29 (??/??/??)   40.787  (m)          133.82   (f) ADJUSTED    2 0
 DK0061
 DK0061.Superseded values are not recommended for survey control.
 DK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0061.See file dsdata.txt to determine how the superseded data were derived.
 DK0061
 DK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT570134(NAD 83)
 DK0061_MARKER: DD = SURVEY DISK
 DK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0061_STAMPING: BM 49V-72 1960
 DK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0061+STABILITY: SURFACE MOTION
 DK0061
 DK0061  HISTORY     - Date     Condition        Report By
 DK0061  HISTORY     - 1960     MONUMENTED       MSHD
 DK0061  HISTORY     - 1967     GOOD             MSHD
 DK0061
 DK0061                          STATION DESCRIPTION
 DK0061
 DK0061'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0061'2.45 MI NW FROM GREENWOOD.
 DK0061'THE MARK IS LOCATED 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0061'INTERSECTION WITH U.S. HIGHWAY 49E AT THE NORTHWEST EDGE OF GREENWOOD,
 DK0061'3.1 MILES NORTHWEST OF THE APPROXIMATE CENTER OF GREENWOOD, 2.1 MILES
 DK0061'NORTHWEST OF U.S. HIGHWAY 82 YAZOO RIVER BRIDGE, 4.8 MILES NORTHEAST
 DK0061'OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82 AT
 DK0061'THE NORTHEAST EDGE OF ITTA BENA AND IS IN THE NORTHEAST 1/4 OF SECTION
 DK0061'7, T 19N, R 1E.  IT IS 106 FEET NORTH OF THE NORTH LANE OF U.S.
 DK0061'HIGHWAY 82, 42 FEET NORTH OF THE CENTER OF A FRONTAGE ROAD, 7 FEET
 DK0061'WEST OF THE CENTER OF A LEVEE, 29 FEET NORTHEAST OF A FLAGE POLE, 37
 DK0061'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BULLETIN BOARD, 37.5 FEET
 DK0061'EAST OF A FENCE CORNER, 1.6 FEET NORTH OF THE WEST GATE POST AND 1
 DK0061'FOOT EAST OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE
 DK0061'TO THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG
 DK0061'AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN
 DK0061'RIGHT (NORTH NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.2 MILES
 DK0061'TO A SMALL LEVEE ON THE EAST SIDE OF A ROADSIDE PARK AND THE MARK ON
 DK0061'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0062 ***********************************************************************
 DK0062  DESIGNATION -  49 V 73 MSHD
 DK0062  PID         -  DK0062
 DK0062  STATE/COUNTY-  MS/LEFLORE
 DK0062  USGS QUAD   -  GREENWOOD (1982)
 DK0062
 DK0062                         *CURRENT SURVEY CONTROL
 DK0062  ___________________________________________________________________
 DK0062* NAD 83(1986)-  33 31 54.     (N)    090 14 18.     (W)     SCALED    
 DK0062* NAVD 88     -        39.695  (meters)     130.23   (feet)  ADJUSTED  
 DK0062  ___________________________________________________________________
 DK0062  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0062  DYNAMIC HT  -          39.654 (meters)     130.10  (feet)  COMP
 DK0062  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DK0062
 DK0062  VERT ORDER  -  SECOND    CLASS 0
 DK0062
 DK0062.The horizontal coordinates were scaled from a topographic map and have
 DK0062.an estimated accuracy of +/- 6 seconds.
 DK0062
 DK0062.The orthometric height was determined by differential leveling
 DK0062.and adjusted in June 1991.
 DK0062.WARNING-Repeat measurements at this control monument indicate possible
 DK0062.vertical movement.
 DK0062
 DK0062.The geoid height was determined by GEOID03.
 DK0062
 DK0062.The dynamic height is computed by dividing the NAVD 88
 DK0062.geopotential number by the normal gravity value computed on the
 DK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0062.degrees latitude (g = 980.6199 gals.).
 DK0062
 DK0062.The modeled gravity was interpolated from observed gravity values.
 DK0062
 DK0062;                    North         East    Units  Estimated Accuracy
 DK0062;SPC MS W     -   447,010.      708,820.      MT  (+/- 180 meters Scaled)
 DK0062
 DK0062                          SUPERSEDED SURVEY CONTROL
 DK0062
 DK0062  NGVD 29 (??/??/??)   39.761  (m)          130.45   (f) ADJUSTED    2 0
 DK0062
 DK0062.Superseded values are not recommended for survey control.
 DK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0062.See file dsdata.txt to determine how the superseded data were derived.
 DK0062
 DK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT564136(NAD 83)
 DK0062_MARKER: DD = SURVEY DISK
 DK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0062_STAMPING: BM 49V-73 1960
 DK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0062+STABILITY: SURFACE MOTION
 DK0062
 DK0062  HISTORY     - Date     Condition        Report By
 DK0062  HISTORY     - 1960     MONUMENTED       MSHD
 DK0062  HISTORY     - 1967     GOOD             MSHD
 DK0062
 DK0062                          STATION DESCRIPTION
 DK0062
 DK0062'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0062'2.65 MI NW FROM GREENWOOD.
 DK0062'THE MARK IS LOCATED 2.55 MILES NORTHWEST OF THE U.S. HIGHWAY 82 YAZOO
 DK0062'RIVER BRIDGE, 4.35 MILES NORTHEAST OF THE INTERSECTION OF MISSISSIPPI
 DK0062'HIGHWAY 7 AND U.S. HIGHWAY 82 AT THE NORTHEAST EDGE OF ITTA BENA, 0.05
 DK0062'MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 49 EAST AND U.S.
 DK0062'HIGHWAY 82 NORTHWEST OF GREENWOOD.  IT IS 115.5 FEET EAST NORTHEAST OF
 DK0062'THE CENTER OF THE EAST LANE OF U.S. HIGHWAY 49E, 114 FEET NORTHWEST OF
 DK0062'POWER POLE NO. 72-7-27, 49.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DK0062'A CHURCH, 1.9 FEET EAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A
 DK0062'SMALL POWER SUB-STATION, AND 1.1 FEET WEST OF A METAL WITNESS POST. TO
 DK0062'REACH FROM THE SOUTH ENTRANCE OF THE GREENWOOD-LEFLORE HOSPITAL GO
 DK0062'WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S.
 DK0062'HIGHWAY 82, TURN RIGHT (NORTH NORTHWEST) AND CONTINUE ON U.S. HIGHWAY
 DK0062'82 FOR 2.65 MILES TO U.S. HIGHWAY 49 EAST ON THE RIGHT. TURN RIGHT
 DK0062'(NORTHEAST) AND CONTINUE ON HIGHWAY 49 EAST FOR 0.05 MILE TO A
 DK0062'TRANSFORMER STATION, AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0069 ***********************************************************************
 DK0069  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0069  DESIGNATION -  49 V 75 MSHD
 DK0069  PID         -  DK0069
 DK0069  STATE/COUNTY-  MS/LEFLORE
 DK0069  USGS QUAD   -  SHELLMOUND (1983)
 DK0069
 DK0069                         *CURRENT SURVEY CONTROL
 DK0069  ___________________________________________________________________
 DK0069* NAD 83(2007)-  33 33 10.70172(N)    090 15 07.75836(W)     ADJUSTED  
 DK0069* NAVD 88     -        39.18   (meters)     128.5    (feet)  GPS OBS   
 DK0069  ___________________________________________________________________
 DK0069  EPOCH DATE  -        2002.00
 DK0069  X           -     -23,416.583 (meters)                     COMP
 DK0069  Y           -  -5,320,783.622 (meters)                     COMP
 DK0069  Z           -   3,505,239.297 (meters)                     COMP
 DK0069  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DK0069  ELLIP HEIGHT-          12.829 (meters)          (02/15/08) ADJUSTED
 DK0069  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0069  HORZ ORDER  -  FIRST
 DK0069  ELLP ORDER  -  FOURTH    CLASS II
 DK0069
 DK0069.The horizontal coordinates were established by GPS observations
 DK0069.and adjusted by the EMC INCORPORATED in February 2008.
 DK0069
 DK0069.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0069.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0069.The horizontal coordinates are valid at the epoch date displayed above.
 DK0069.The epoch date for horizontal control is a decimal equivalence
 DK0069.of Year/Month/Day.
 DK0069
 DK0069.The orthometric height was determined by GPS observations and a
 DK0069.high-resolution geoid model.
 DK0069.The orthometric height was determined by GPS observations and a
 DK0069.high-resolution geoid model using precise GPS observation and
 DK0069.processing techniques. It supersedes the leveled height previously
 DK0069.determined for this station.
 DK0069
 DK0069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0069
 DK0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0069
 DK0069.The ellipsoidal height was determined by GPS observations
 DK0069.and is referenced to NAD 83.
 DK0069
 DK0069.The geoid height was determined by GEOID03.
 DK0069
 DK0069;                    North         East     Units Scale Factor Converg.
 DK0069;SPC MS W     -   449,369.114   707,538.314   MT  0.99995070   +0 02 41.5
 DK0069;SPC MS W     - 1,474,305.17  2,321,315.29   sFT  0.99995070   +0 02 41.5
 DK0069;UTM  15      - 3,715,975.074   755,117.376   MT  1.00040247   +1 31 10.5
 DK0069
 DK0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0069!SPC MS W     -   0.99999799  x   0.99995070  =   0.99994869
 DK0069!UTM  15      -   0.99999799  x   1.00040247  =   1.00040046
 DK0069
 DK0069                          SUPERSEDED SURVEY CONTROL
 DK0069
 DK0069  NAVD 88 (06/15/91)   39.131  (m)          128.38   (f) ADJUSTED    2 0
 DK0069  NGVD 29 (??/??/??)   39.193  (m)          128.59   (f) ADJUSTED    2 0
 DK0069
 DK0069.Superseded values are not recommended for survey control.
 DK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0069.See file dsdata.txt to determine how the superseded data were derived.
 DK0069
 DK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5511715975(NAD 83)
 DK0069_MARKER: DD = SURVEY DISK
 DK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0069_STAMPING: BM 49V-75 1960
 DK0069_MARK LOGO: NONE  
 DK0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0069+STABILITY: SURFACE MOTION
 DK0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0069+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2007
 DK0069
 DK0069  HISTORY     - Date     Condition        Report By
 DK0069  HISTORY     - 1960     MONUMENTED       MSHD
 DK0069  HISTORY     - 1967     GOOD             MSHD
 DK0069  HISTORY     - 20070118 GOOD             EMCINC
 DK0069
 DK0069                          STATION DESCRIPTION
 DK0069
 DK0069'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0069'4.4 MI NW FROM GREENWOOD.
 DK0069'THE MARK IS LOCATED 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 49E FROM
 DK0069'ITS INTERSECTION WITH U.S. HIGHWAY 82 AT THE NORTHWEST EDGE OF
 DK0069'GREENWOOD APPROXIMATELY 4.8 MILES NORTHWEST OF GREENWOOD, 5.5 MILES
 DK0069'NORTHEAST OF ITTA BENA IN THE SOUTHEAST 1/4 OF SECTION 36, T 20N, R
 DK0069'1W.  IT IS 243.5 FEET EAST OF THE CENTER OF U.S HIGHWAY 49E, 10.5 FEET
 DK0069'NORTH OF THE CENTER OF THE ENTRANCE TO THE GAS VALVES, 39 FEET SOUTH
 DK0069'OF THE NORTHWEST CORNER OF THE FENCE AROUND THE VALVES, 1.3 FEET WEST
 DK0069'OF THE MOST NORTHERN GATE POST AND 1.5 FEET SOUTHWEST OF A METAL
 DK0069'WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0069'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0069'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (NORTH
 DK0069'NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.65 MILES TO U.S.
 DK0069'HIGHWAY 49E ON THE RIGHT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON U.S.
 DK0069'HIGHWAY 49E FOR 1.5 MILES TO A PIPE LINE CROSSING AND A FENCE AROUND
 DK0069'SOME GAS VALVES AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0069
 DK0069                          STATION RECOVERY (2007)
 DK0069
 DK0069'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0071 ***********************************************************************
 DK0071  DESIGNATION -  49 V 76 MSHD RESET 1968
 DK0071  PID         -  DK0071
 DK0071  STATE/COUNTY-  MS/LEFLORE
 DK0071  USGS QUAD   -  SHELLMOUND (1983)
 DK0071
 DK0071                         *CURRENT SURVEY CONTROL
 DK0071  ___________________________________________________________________
 DK0071* NAD 83(1986)-  33 34 10.     (N)    090 15 44.     (W)     SCALED    
 DK0071* NAVD 88     -        39.48   (meters)     129.5    (feet)  RESET     
 DK0071  ___________________________________________________________________
 DK0071  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK0071  VERT ORDER  -  THIRD
 DK0071
 DK0071.The horizontal coordinates were scaled from a topographic map and have
 DK0071.an estimated accuracy of +/- 6 seconds.
 DK0071
 DK0071.The orthometric height was computed from unverified reset data.
 DK0071
 DK0071.The geoid height was determined by GEOID03.
 DK0071
 DK0071;                    North         East    Units  Estimated Accuracy
 DK0071;SPC MS W     -   451,200.      706,600.      MT  (+/- 180 meters Scaled)
 DK0071
 DK0071                          SUPERSEDED SURVEY CONTROL
 DK0071
 DK0071  NGVD 29 (??/??/??)   39.53   (m)          129.7    (f) RESET       3  
 DK0071
 DK0071.Superseded values are not recommended for survey control.
 DK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0071.See file dsdata.txt to determine how the superseded data were derived.
 DK0071
 DK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT541177(NAD 83)
 DK0071_MARKER: DB = BENCH MARK DISK
 DK0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0071_STAMPING: 49V76 1960 RESET 1968
 DK0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0071+STABILITY: SURFACE MOTION
 DK0071
 DK0071  HISTORY     - Date     Condition        Report By
 DK0071  HISTORY     - 1968     MONUMENTED       CGS
 DK0071
 DK0071                          STATION DESCRIPTION
 DK0071
 DK0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0071'5.2 MI NW FROM GREENWOOD.
 DK0071'LOCATED 2.7 MILES NORTH AND WEST ALONG U.S. HIGHWAY 82 FROM THE
 DK0071'GREENWOOD LEFLORE COUNTY HOSPITAL IN GREENWOOD, THENCE NORTH ALONG
 DK0071'U.S. HIGHWAY 49E FOR 2.4 MILES TO THE MARK ON THE RIGHT.  IT IS 67
 DK0071'FEET NE OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF A FENCE
 DK0071'CORNER, 36 FEET SOUTHEAST OF THE CENTER OF A FIELD ROAD, 1 FOOT
 DK0071'SOUTHWEST OF A RIGHT-OF-WAY FENCE AND 1 FOOT NORTHEAST OF A METAL
 DK0071'WITNESS POST.  IT IS A MSHDH AND C AND GS DISK SET IN THE TOP OF A
 DK0071'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0078 ***********************************************************************
 DK0078  DESIGNATION -  49 V 77 MSHD
 DK0078  PID         -  DK0078
 DK0078  STATE/COUNTY-  MS/LEFLORE
 DK0078  USGS QUAD   -  SHELLMOUND (1983)
 DK0078
 DK0078                         *CURRENT SURVEY CONTROL
 DK0078  ___________________________________________________________________
 DK0078* NAD 83(1986)-  33 35 50.     (N)    090 16 36.     (W)     SCALED    
 DK0078* NAVD 88     -        40.656  (meters)     133.39   (feet)  ADJUSTED  
 DK0078  ___________________________________________________________________
 DK0078  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK0078  DYNAMIC HT  -          40.615 (meters)     133.25  (feet)  COMP
 DK0078  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 DK0078
 DK0078  VERT ORDER  -  SECOND    CLASS 0
 DK0078
 DK0078.The horizontal coordinates were scaled from a topographic map and have
 DK0078.an estimated accuracy of +/- 6 seconds.
 DK0078
 DK0078.The orthometric height was determined by differential leveling
 DK0078.and adjusted in June 1991.
 DK0078
 DK0078.The geoid height was determined by GEOID03.
 DK0078
 DK0078.The dynamic height is computed by dividing the NAVD 88
 DK0078.geopotential number by the normal gravity value computed on the
 DK0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0078.degrees latitude (g = 980.6199 gals.).
 DK0078
 DK0078.The modeled gravity was interpolated from observed gravity values.
 DK0078
 DK0078;                    North         East    Units  Estimated Accuracy
 DK0078;SPC MS W     -   454,280.      705,260.      MT  (+/- 180 meters Scaled)
 DK0078
 DK0078                          SUPERSEDED SURVEY CONTROL
 DK0078
 DK0078  NGVD 29 (??/??/??)   40.711  (m)          133.57   (f) ADJUSTED    2 0
 DK0078
 DK0078.Superseded values are not recommended for survey control.
 DK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0078.See file dsdata.txt to determine how the superseded data were derived.
 DK0078
 DK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT527208(NAD 83)
 DK0078_MARKER: DD = SURVEY DISK
 DK0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0078_STAMPING: BM 49-77 1960
 DK0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0078+STABILITY: SURFACE MOTION
 DK0078
 DK0078  HISTORY     - Date     Condition        Report By
 DK0078  HISTORY     - 1960     MONUMENTED       MSHD
 DK0078  HISTORY     - 1967     GOOD             MSHD
 DK0078
 DK0078                          STATION DESCRIPTION
 DK0078
 DK0078'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0078'8.05 MI NW FROM GREENWOOD.
 DK0078'THE MARK IS LOCATED 5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 49E FROM
 DK0078'ITS INTERSECTION WITH U.S. HIGHWAY 82 AT THE NORTHWEST EDGE OF
 DK0078'GREENWOOD, APPROXIMATELY 8.2 MILES NORTHWEST OF GREENWOOD AT THE
 DK0078'NORTHWEST CORNER OF THE PORCH OF A TENANT HOUSE ON THE FOUR FIFTHS
 DK0078'PLANTATION AND IS IN THE NORTHEAST 1/4 OF SECTION 15, T 20N, R 1W. IT
 DK0078'IS 45 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET SOUTHEAST OF
 DK0078'THE NORTHEAST FENCE CORNER AROUND THE YARD, 19 FEET SOUTH SOUTHEAST OF
 DK0078'A 16 INCH CEDAR, 13 FEET NORTH OF THE NORTHWEST CORNER OF A CHIMNEY ON
 DK0078'THE WEST SIDE OF THE HOUSE AND 1.5 FEET WEST OF THE NORTHWEST CORNER
 DK0078'OF THE PORCH OF THE TENANT HOUSE.  TO REACH FROM THE SOUTH ENTRANCE TO
 DK0078'THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE
 DK0078'FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN RIGHT
 DK0078'(NORTH NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.65 MILES TO
 DK0078'U.S. HIGHWAY 49E ON THE RIGHT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON
 DK0078'U.S. HIGHWAY 49E FOR 5.1 MILES TO A SIDE ROAD RIGHT LEADING TO A
 DK0078'COTTON GIN.  TURN RIGHT (EAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR
 DK0078'0.05 MILE TO THE FIRST TENANT HOUSE AND THE MARK ON THE RIGHT AS
 DK0078'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0079 ***********************************************************************
 DK0079  DESIGNATION -  49 V 78 MSHD
 DK0079  PID         -  DK0079
 DK0079  STATE/COUNTY-  MS/LEFLORE
 DK0079  USGS QUAD   -  SHELLMOUND (1983)
 DK0079
 DK0079                         *CURRENT SURVEY CONTROL
 DK0079  ___________________________________________________________________
 DK0079* NAD 83(1986)-  33 36 17.     (N)    090 16 47.     (W)     SCALED    
 DK0079* NAVD 88     -        40.656  (meters)     133.39   (feet)  ADJUSTED  
 DK0079  ___________________________________________________________________
 DK0079  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK0079  DYNAMIC HT  -          40.614 (meters)     133.25  (feet)  COMP
 DK0079  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 DK0079
 DK0079  VERT ORDER  -  SECOND    CLASS 0
 DK0079
 DK0079.The horizontal coordinates were scaled from a topographic map and have
 DK0079.an estimated accuracy of +/- 6 seconds.
 DK0079
 DK0079.The orthometric height was determined by differential leveling
 DK0079.and adjusted in June 1991.
 DK0079
 DK0079.The geoid height was determined by GEOID03.
 DK0079
 DK0079.The dynamic height is computed by dividing the NAVD 88
 DK0079.geopotential number by the normal gravity value computed on the
 DK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0079.degrees latitude (g = 980.6199 gals.).
 DK0079
 DK0079.The modeled gravity was interpolated from observed gravity values.
 DK0079
 DK0079;                    North         East    Units  Estimated Accuracy
 DK0079;SPC MS W     -   455,110.      704,980.      MT  (+/- 180 meters Scaled)
 DK0079
 DK0079                          SUPERSEDED SURVEY CONTROL
 DK0079
 DK0079  NGVD 29 (??/??/??)   40.711  (m)          133.57   (f) ADJUSTED    2 0
 DK0079
 DK0079.Superseded values are not recommended for survey control.
 DK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0079.See file dsdata.txt to determine how the superseded data were derived.
 DK0079
 DK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT524216(NAD 83)
 DK0079_MARKER: DD = SURVEY DISK
 DK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0079_STAMPING: BM 49V-78 1960
 DK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0079+STABILITY: SURFACE MOTION
 DK0079
 DK0079  HISTORY     - Date     Condition        Report By
 DK0079  HISTORY     - 1960     MONUMENTED       MSHD
 DK0079  HISTORY     - 1968     GOOD             MSHD
 DK0079
 DK0079                          STATION DESCRIPTION
 DK0079
 DK0079'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0079'8.25 MI NW FROM GREENWOOD.
 DK0079'THE MARK IS LOCATED 5.6 MILES NORTHWEST ALONG U.S. HIGHWAY 49E FROM
 DK0079'ITS INTERSECTION WITH U.S. HIGHWAY 82 AT THE NORTHWEST EDGE OF
 DK0079'GREENWOOD AT THE NORTHWEST CORNER OF THE ICE HOUSE FOR PINKS SERVICE
 DK0079'STATION WHICH IS NOW ABANDONED, AND IS IN THE NORTHEAST 1/4 OF SECTION
 DK0079'15, T 20N, R 1W.  IT IS 113 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DK0079'49E, 94 FEET SOUTHWEST OF A POWER POLE, 51.5 FEET SOUTHWEST OF A LAMP
 DK0079'POST, 2.5 FEET WEST OF THE NORTHWEST CORNER OF THE ICE HOUSE AND 1
 DK0079'FOOT WEST OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE
 DK0079'OF THE GREENWOOD-LEFLORE HOSPITAL GO WEST ON STRONG AVENUE FOR 0.25
 DK0079'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (NORTH
 DK0079'NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.4 MILES TO U.S.
 DK0079'HIGHWAY 49E ON THE RIGHT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON U.S.
 DK0079'HIGHWAY 49E FOR 5.6 MILES TO PINKS SERVICE STATION AND THE MARK ON THE
 DK0079'LEFT JUST BEFORE REACHING A CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8590 ***********************************************************************
 DJ8590  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8590  DESIGNATION -  49 V 78 MSHDX
 DJ8590  PID         -  DJ8590
 DJ8590  STATE/COUNTY-  MS/LEFLORE
 DJ8590  USGS QUAD   -  SHELLMOUND (1983)
 DJ8590
 DJ8590                         *CURRENT SURVEY CONTROL
 DJ8590  ___________________________________________________________________
 DJ8590* NAD 83(2007)-  33 36 18.38291(N)    090 16 47.13788(W)     ADJUSTED  
 DJ8590* NAVD 88     -        41.09   (meters)     134.8    (feet)  GPS OBS   
 DJ8590  ___________________________________________________________________
 DJ8590  EPOCH DATE  -        2002.00
 DJ8590  X           -     -25,964.555 (meters)                     COMP
 DJ8590  Y           -  -5,317,575.225 (meters)                     COMP
 DJ8590  Z           -   3,510,057.846 (meters)                     COMP
 DJ8590  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DJ8590  ELLIP HEIGHT-          14.796 (meters)          (02/15/08) ADJUSTED
 DJ8590  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DJ8590  HORZ ORDER  -  FIRST
 DJ8590  ELLP ORDER  -  FOURTH    CLASS II
 DJ8590
 DJ8590.The horizontal coordinates were established by GPS observations
 DJ8590.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8590
 DJ8590.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8590.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8590.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8590.The epoch date for horizontal control is a decimal equivalence
 DJ8590.of Year/Month/Day.
 DJ8590
 DJ8590.The orthometric height was determined by GPS observations and a
 DJ8590.high-resolution geoid model.
 DJ8590.The orthometric height was determined by GPS observations and a
 DJ8590.high-resolution geoid model using precise GPS observation and
 DJ8590.processing techniques.
 DJ8590
 DJ8590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8590
 DJ8590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8590
 DJ8590.The ellipsoidal height was determined by GPS observations
 DJ8590.and is referenced to NAD 83.
 DJ8590
 DJ8590.The geoid height was determined by GEOID03.
 DJ8590
 DJ8590;                    North         East     Units Scale Factor Converg.
 DJ8590;SPC MS W     -   455,149.555   704,971.849   MT  0.99995030   +0 01 46.7
 DJ8590;SPC MS W     - 1,493,269.83  2,312,895.14   sFT  0.99995030   +0 01 46.7
 DJ8590;UTM  15      - 3,721,690.037   752,401.694   MT  1.00038547   +1 30 22.9
 DJ8590
 DJ8590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8590!SPC MS W     -   0.99999768  x   0.99995030  =   0.99994798
 DJ8590!UTM  15      -   0.99999768  x   1.00038547  =   1.00038315
 DJ8590
 DJ8590                          SUPERSEDED SURVEY CONTROL
 DJ8590
 DJ8590.No superseded survey control is available for this station.
 DJ8590
 DJ8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5240221690(NAD 83)
 DJ8590_MARKER: I = METAL ROD
 DJ8590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8590+WITH SETTING: INFORMATION.
 DJ8590_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8590_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8590+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2007
 DJ8590_ROD/PIPE-DEPTH:  0.6 meters
 DJ8590
 DJ8590  HISTORY     - Date     Condition        Report By
 DJ8590  HISTORY     - 20070211 MONUMENTED       EMCINC
 DJ8590
 DJ8590                          STATION DESCRIPTION
 DJ8590
 DJ8590'DESCRIBED BY EMC INCORPORATED 2007
 DJ8590'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 442 AND HIGHWAY 49E
 DJ8590'IN LEFLORE COUNTY EAST OF SCHLATER, MS PROCEED SOUTH ON HIGHWAY 49E
 DJ8590'FOR 2.76 MI (4.4 KM) AND MARK ON RIGHT. SET 1/2 IN IRON ROD, 18 IN
 DJ8590'LONG, 4 IN BELOW GROUND SURFACE WITH A TAG STAMPED IR 49V78 X. LOCATED
 DJ8590'47' AT 263 DEG FROM CENTERLINE HIGHWAY 49E, 46' AT 148 DEG FROM POWER
 DJ8590'POLE, 59' AT 21 DEG FROM NE CORNER OF ABANDONED SHELLMOUND GAS STATION
 DJ8590'(FORMERLY KNOW AS PINKS SERVICE STATION).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0080 ***********************************************************************
 DK0080  DESIGNATION -  49 V 79 MSHD
 DK0080  PID         -  DK0080
 DK0080  STATE/COUNTY-  MS/LEFLORE
 DK0080  USGS QUAD   -  SHELLMOUND (1983)
 DK0080
 DK0080                         *CURRENT SURVEY CONTROL
 DK0080  ___________________________________________________________________
 DK0080* NAD 83(1986)-  33 37 15.     (N)    090 17 08.     (W)     SCALED    
 DK0080* NAVD 88     -        40.505  (meters)     132.89   (feet)  ADJUSTED  
 DK0080  ___________________________________________________________________
 DK0080  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK0080  DYNAMIC HT  -          40.464 (meters)     132.76  (feet)  COMP
 DK0080  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 DK0080
 DK0080  VERT ORDER  -  SECOND    CLASS 0
 DK0080
 DK0080.The horizontal coordinates were scaled from a topographic map and have
 DK0080.an estimated accuracy of +/- 6 seconds.
 DK0080
 DK0080.The orthometric height was determined by differential leveling
 DK0080.and adjusted in June 1991.
 DK0080
 DK0080.The geoid height was determined by GEOID03.
 DK0080
 DK0080.The dynamic height is computed by dividing the NAVD 88
 DK0080.geopotential number by the normal gravity value computed on the
 DK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0080.degrees latitude (g = 980.6199 gals.).
 DK0080
 DK0080.The modeled gravity was interpolated from observed gravity values.
 DK0080
 DK0080;                    North         East    Units  Estimated Accuracy
 DK0080;SPC MS W     -   456,890.      704,430.      MT  (+/- 180 meters Scaled)
 DK0080
 DK0080                          SUPERSEDED SURVEY CONTROL
 DK0080
 DK0080  NGVD 29 (??/??/??)   40.559  (m)          133.07   (f) ADJUSTED    2 0
 DK0080
 DK0080.Superseded values are not recommended for survey control.
 DK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0080.See file dsdata.txt to determine how the superseded data were derived.
 DK0080
 DK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT518234(NAD 83)
 DK0080_MARKER: DD = SURVEY DISK
 DK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0080+STABILITY: SURFACE MOTION
 DK0080
 DK0080  HISTORY     - Date     Condition        Report By
 DK0080  HISTORY     - 1960     MONUMENTED       MSHD
 DK0080  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0080
 DK0080                          STATION DESCRIPTION
 DK0080
 DK0080'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0080'9 MI NE FROM GREENWOOD.
 DK0080'THE MARK IS LOCATED ABOUT 9 MILES NORTH OF GREENWOOD, ALONG U.S.
 DK0080'HIGHWAY 49E AT A LARGE TENANT HOUSE ABOUT 600 FEET WEST OF THE
 DK0080'HIGHWAY.  IT IS 34 FEET NORTHEAST OF A POWER LINE POLE, 22 FEET WEST
 DK0080'OF THE SOUTHEAST CORNER OF THE HOUSE AND 2.3 FEET SOUTH OF THE
 DK0080'SOUTHWEST CORNER OF THE HOUSE.  TO REACH FROM THE GREENWOOD-LEFLORE
 DK0080'COUNTY HOSPITAL IN GREENWOOD, GO NORTH NORTHWEST ON U.S. HIGHWAY 82
 DK0080'AND 49E BY-PASS FOR 2.75 MILES TO THE JUNCTION OF U.S. HIGHWAY 49E.
 DK0080'TURN RIGHT, NORTH ON HIGHWAY 49E FOR 6.75 MILES TO A FIELD ROAD WEST.
 DK0080'TURN LEFT WEST ON FIELD ROAD FOR .25 MILE TO THE TENANT HOUSE AND THE
 DK0080'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0435 ***********************************************************************
 CP0435  DESIGNATION -  49 V 8
 CP0435  PID         -  CP0435
 CP0435  STATE/COUNTY-  MS/HINDS
 CP0435  USGS QUAD   -  CLINTON (1980)
 CP0435
 CP0435                         *CURRENT SURVEY CONTROL
 CP0435  ___________________________________________________________________
 CP0435* NAD 83(1986)-  32 22 26.     (N)    090 15 06.     (W)     SCALED    
 CP0435* NAVD 88     -        94.136  (meters)     308.84   (feet)  ADJUSTED  
 CP0435  ___________________________________________________________________
 CP0435  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP0435  DYNAMIC HT  -          94.029 (meters)     308.49  (feet)  COMP
 CP0435  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 CP0435
 CP0435  VERT ORDER  -  SECOND    CLASS 0
 CP0435
 CP0435.The horizontal coordinates were scaled from a topographic map and have
 CP0435.an estimated accuracy of +/- 6 seconds.
 CP0435
 CP0435.The orthometric height was determined by differential leveling
 CP0435.and adjusted in June 1991.
 CP0435
 CP0435.The geoid height was determined by GEOID03.
 CP0435
 CP0435.The dynamic height is computed by dividing the NAVD 88
 CP0435.geopotential number by the normal gravity value computed on the
 CP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0435.degrees latitude (g = 980.6199 gals.).
 CP0435
 CP0435.The modeled gravity was interpolated from observed gravity values.
 CP0435
 CP0435;                    North         East    Units  Estimated Accuracy
 CP0435;SPC MS W     -   318,610.      707,690.      MT  (+/- 180 meters Scaled)
 CP0435
 CP0435                          SUPERSEDED SURVEY CONTROL
 CP0435
 CP0435  NGVD 29 (??/??/92)   94.22   (m)          309.1    (f) COMPUTED    2 0
 CP0435
 CP0435.Superseded values are not recommended for survey control.
 CP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0435.See file dsdata.txt to determine how the superseded data were derived.
 CP0435
 CP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR585852(NAD 83)
 CP0435_MARKER: DD = SURVEY DISK
 CP0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0435_STAMPING: BM 49V-8 1960
 CP0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0435+STABILITY: SURFACE MOTION
 CP0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0435+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 CP0435
 CP0435  HISTORY     - Date     Condition        Report By
 CP0435  HISTORY     - 1960     MONUMENTED       MSHD
 CP0435  HISTORY     - 1977     GOOD             MSHD
 CP0435  HISTORY     - 20000504 GOOD             LOCENG
 CP0435
 CP0435                          STATION DESCRIPTION
 CP0435
 CP0435'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0435'6.3 MI NW FROM JACKSON.
 CP0435'THE MARK IS LOCATED 6.3 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0435'JACKSON IN THE NORTHWEST ANGLE OF THE JUNCTION OF JOHN KENNEDY BLVD.
 CP0435'AND U.S. HIGHWAY 49 AT THE SOUTHEAST ENTRANCE TO THE PRESIDENTIAL
 CP0435'HILLS SUBDIVISION IN THE SOUTHWEST 1/4 OF SECTION 12, T 6N, R 1W.  IT
 CP0435'IS 62.5 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 CP0435'HIGHWAY 49, 36 FEET NORTHWEST OF THE CENTER OF JOHN KENNEDY DRIVE,
 CP0435'17.5 FEET EAST OF THE EAST EDGE OF A PAVED DRIVEWAY, 15 FEET NORTHWEST
 CP0435'OF A FIRE HYDRANT, 9.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 CP0435'THE NORTH BRICK PILLAR SUPPORTING THE PRESIDENTIAL HILLS SIGN, 9 FEET
 CP0435'SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 2.5 FEET NORTHWEST OF A
 CP0435'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 18
 CP0435'INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS 8 INCHES BELOW THE
 CP0435'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH
 CP0435'ON WEST STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW WILSON
 CP0435'BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION CONTINUE NORTHWEST ON
 CP0435'DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO THE I-220 OVERPASS.
 CP0435'CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 1.45 MILES TO THE JUNCTION
 CP0435'OF JOHN KENNEDY BLVD. AND THE MARK ON THE LEFT.
 CP0435
 CP0435                          STATION RECOVERY (2000)
 CP0435
 CP0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000
 CP0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3311 ***********************************************************************
 BH3311  DESIGNATION -  49 V 8 A
 BH3311  PID         -  BH3311
 BH3311  STATE/COUNTY-  MS/HARRISON
 BH3311  USGS QUAD   -  SUCCESS (1982)
 BH3311
 BH3311                         *CURRENT SURVEY CONTROL
 BH3311  ___________________________________________________________________
 BH3311* NAD 83(1986)-  30 32 14.     (N)    089 06 50.     (W)     SCALED    
 BH3311* NAVD 88     -        18.067  (meters)      59.27   (feet)  ADJUSTED  
 BH3311  ___________________________________________________________________
 BH3311  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3311  DYNAMIC HT  -          18.043 (meters)      59.20  (feet)  COMP
 BH3311  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BH3311
 BH3311  VERT ORDER  -  SECOND    CLASS II
 BH3311
 BH3311.The horizontal coordinates were scaled from a topographic map and have
 BH3311.an estimated accuracy of +/- 6 seconds.
 BH3311
 BH3311.The orthometric height was determined by differential leveling
 BH3311.and adjusted in May 1996.
 BH3311
 BH3311.The geoid height was determined by GEOID03.
 BH3311
 BH3311.The dynamic height is computed by dividing the NAVD 88
 BH3311.geopotential number by the normal gravity value computed on the
 BH3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3311.degrees latitude (g = 980.6199 gals.).
 BH3311
 BH3311.The modeled gravity was interpolated from observed gravity values.
 BH3311
 BH3311;                    North         East    Units  Estimated Accuracy
 BH3311;SPC MS E     -   115,010.      273,080.      MT  (+/- 180 meters Scaled)
 BH3311
 BH3311                          SUPERSEDED SURVEY CONTROL
 BH3311
 BH3311.No superseded survey control is available for this station.
 BH3311
 BH3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU972802(NAD 83)
 BH3311_MARKER: DD = SURVEY DISK
 BH3311_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3311_SP_SET: BOX CULVERT
 BH3311_STAMPING: BM 49 V 8A 1988
 BH3311_MARK LOGO: MSHD  
 BH3311_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3311+STABILITY: SURFACE MOTION
 BH3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3311+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3311
 BH3311  HISTORY     - Date     Condition        Report By
 BH3311  HISTORY     - 1988     MONUMENTED       MSHD
 BH3311
 BH3311                          STATION DESCRIPTION
 BH3311
 BH3311'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3311'MARK IS LOCATED ABOUT 11.9 MI (19.2 KM) NORTH OF GULFPORT IN A
 BH3311'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.7 MI (10.8
 BH3311'KM) SOUTH OF SAUCIER AND IS IN SECTION 8, T 6S, R 11W.  TO REACH FROM
 BH3311'THE I-10 BRIDGE OVER U.S. HIGHWAY 49, 4.6 MI (7.4 KM) NORTH OF
 BH3311'GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 4.65 MI (7.48 KM) TO THE
 BH3311'JUNCTION OF STATE HIGHWAY 53 IN LYMAN, CONTINUE NORTH ON U.S.
 BH3311'HIGHWAY 49 FOR 2.7 MI (4.3 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BH3311'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH END OF THE
 BH3311'EAST HEADWALL OF A 10 X 8 FOOT CONCRETE BOX CULVERT, 28.5 FT (8.7 M)
 BH3311'EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT
 BH3311'3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0085 ***********************************************************************
 DK0085  DESIGNATION -  49 V 80 MSHD
 DK0085  PID         -  DK0085
 DK0085  STATE/COUNTY-  MS/LEFLORE
 DK0085  USGS QUAD   -  SCHLATER (1983)
 DK0085
 DK0085                         *CURRENT SURVEY CONTROL
 DK0085  ___________________________________________________________________
 DK0085* NAD 83(1986)-  33 39 50.     (N)    090 17 58.     (W)     SCALED    
 DK0085* NAVD 88     -        41.625  (meters)     136.56   (feet)  ADJUSTED  
 DK0085  ___________________________________________________________________
 DK0085  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK0085  DYNAMIC HT  -          41.583 (meters)     136.43  (feet)  COMP
 DK0085  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 DK0085
 DK0085  VERT ORDER  -  SECOND    CLASS 0
 DK0085
 DK0085.The horizontal coordinates were scaled from a topographic map and have
 DK0085.an estimated accuracy of +/- 6 seconds.
 DK0085
 DK0085.The orthometric height was determined by differential leveling
 DK0085.and adjusted in June 1991.
 DK0085
 DK0085.The geoid height was determined by GEOID03.
 DK0085
 DK0085.The dynamic height is computed by dividing the NAVD 88
 DK0085.geopotential number by the normal gravity value computed on the
 DK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0085.degrees latitude (g = 980.6199 gals.).
 DK0085
 DK0085.The modeled gravity was interpolated from observed gravity values.
 DK0085
 DK0085;                    North         East    Units  Estimated Accuracy
 DK0085;SPC MS W     -   461,670.      703,140.      MT  (+/- 180 meters Scaled)
 DK0085
 DK0085                          SUPERSEDED SURVEY CONTROL
 DK0085
 DK0085  NGVD 29 (??/??/??)   41.673  (m)          136.72   (f) ADJUSTED    2 0
 DK0085
 DK0085.Superseded values are not recommended for survey control.
 DK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0085.See file dsdata.txt to determine how the superseded data were derived.
 DK0085
 DK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT504281(NAD 83)
 DK0085_MARKER: DD = SURVEY DISK
 DK0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0085_STAMPING: BM 49V-80 1960
 DK0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0085+STABILITY: SURFACE MOTION
 DK0085
 DK0085  HISTORY     - Date     Condition        Report By
 DK0085  HISTORY     - 1960     MONUMENTED       MSHD
 DK0085  HISTORY     - 1968     GOOD             MSHD
 DK0085  HISTORY     - 1985     GOOD             MSU
 DK0085
 DK0085                          STATION DESCRIPTION
 DK0085
 DK0085'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0085'6.1 MI SSW FROM MINTER CITY.
 DK0085'THE MARK IS LOCATED 6.1 MILES SOUTH SOUTHWEST OF MINTER CITY NEAR THE
 DK0085'NORTHEAST CORNER OF THE ABANDONED MOORES LAKE STORE OWNED BY MR. C.M.
 DK0085'WILSON, 3.2 MILES NORTHEAST OF SCHLATER, 1.4 MILES NORTHEAST OF THE
 DK0085'INTERSECTION OF MISSISSIPPI HIGHWAY 442 WITH U.S. HIGHWAY 49E AND IS
 DK0085'IN THE NORTHEAST 1/4 OF SECTION 28, T 21N, R 1W.  IT IS 7 FEET
 DK0085'NORTHWEST OF THE NORTHEAST CORNER OF THE STORE, 2 FEET NORTH OF THE
 DK0085'NORTH WALL OF THE STORE, 1.5 FEET SOUTH OF A METAL STOP SIGN WITH A
 DK0085'STANDARD WITNESS SIGN ON IT, 100 FEET WEST OF THE CENTER OF HIGHWAY
 DK0085'49E, 22 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, SET IN THE TOP OF
 DK0085'A SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 DK0085'THE GROUND.  TO REACH FROM THE T. Y. FLEMING SCHOOL AT THE NORTHWEST
 DK0085'EDGE OF MINTER CITY GO SOUTHWEST ON U.S. HIGHWAY 49E FOR 0.75 MILE TO
 DK0085'THE INTERSECTION OF MISSISSIPPI HIGHWAY 8.  CONTINUE SOUTHWEST ON U.S.
 DK0085'HIGHWAY 49E FOR 3.4 MILES TO A CROSSROADS. CONTINUE ON U.S. HIGHWAY
 DK0085'49E FOR 2.3 MILES TO THE ABANDONED STORE AND THE MARK ON THE RIGHT AS
 DK0085'DESCRIBED.
 DK0085
 DK0085                          STATION RECOVERY (1985)
 DK0085
 DK0085'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DK0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0086 ***********************************************************************
 DK0086  DESIGNATION -  49 V 81 MSHD
 DK0086  PID         -  DK0086
 DK0086  STATE/COUNTY-  MS/LEFLORE
 DK0086  USGS QUAD   -  SCHLATER (1983)
 DK0086
 DK0086                         *CURRENT SURVEY CONTROL
 DK0086  ___________________________________________________________________
 DK0086* NAD 83(1986)-  33 40 44.     (N)    090 18 11.     (W)     SCALED    
 DK0086* NAVD 88     -        40.715  (meters)     133.58   (feet)  ADJUSTED  
 DK0086  ___________________________________________________________________
 DK0086  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK0086  DYNAMIC HT  -          40.674 (meters)     133.44  (feet)  COMP
 DK0086  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 DK0086
 DK0086  VERT ORDER  -  SECOND    CLASS 0
 DK0086
 DK0086.The horizontal coordinates were scaled from a topographic map and have
 DK0086.an estimated accuracy of +/- 6 seconds.
 DK0086
 DK0086.The orthometric height was determined by differential leveling
 DK0086.and adjusted in June 1991.
 DK0086
 DK0086.The geoid height was determined by GEOID03.
 DK0086
 DK0086.The dynamic height is computed by dividing the NAVD 88
 DK0086.geopotential number by the normal gravity value computed on the
 DK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0086.degrees latitude (g = 980.6199 gals.).
 DK0086
 DK0086.The modeled gravity was interpolated from observed gravity values.
 DK0086
 DK0086;                    North         East    Units  Estimated Accuracy
 DK0086;SPC MS W     -   463,330.      702,810.      MT  (+/- 180 meters Scaled)
 DK0086
 DK0086                          SUPERSEDED SURVEY CONTROL
 DK0086
 DK0086  NGVD 29 (??/??/??)   40.761  (m)          133.73   (f) ADJUSTED    2 0
 DK0086
 DK0086.Superseded values are not recommended for survey control.
 DK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0086.See file dsdata.txt to determine how the superseded data were derived.
 DK0086
 DK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT500298(NAD 83)
 DK0086_MARKER: DD = SURVEY DISK
 DK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0086+STABILITY: SURFACE MOTION
 DK0086
 DK0086  HISTORY     - Date     Condition        Report By
 DK0086  HISTORY     - 1960     MONUMENTED       MSHD
 DK0086  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0086
 DK0086                          STATION DESCRIPTION
 DK0086
 DK0086'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0086'6.1 MI S FROM MINTER CITY.
 DK0086'THE MARK IS LOCATED ABOUT 6.1 MILES SOUTH OF MINTER CITY, ALONG U.S.
 DK0086'HIGHWAY 49E AT A TENANT HOUSE OWNED BY R.M. JONES.  IT IS ABOUT 110
 DK0086'FEET EAST OF THE CENTER LINE OF HIGHWAY, 49 FEET NORTHEAST OF A 10
 DK0086'INCH CHINABERRY TREE, 16.4 FEET EAST SOUTHEAST OF A 6 INCH CEDAR TREE,
 DK0086'AND 1 FOOT WEST OF THE NORTHWEST CORNER OF THE HOUSE.  TO REACH FROM
 DK0086'THE JUNCTION OF U.S. HIGHWAY 49E AND STATE HIGHWAY 8 IN MINTER CITY,
 DK0086'GO SOUTH ON HIGHWAY 49E FOR 6.1 MILES TO A FRAME TENANT HOUSE AND THE
 DK0086'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0087 ***********************************************************************
 DK0087  DESIGNATION -  49 V 82
 DK0087  PID         -  DK0087
 DK0087  STATE/COUNTY-  MS/LEFLORE
 DK0087  USGS QUAD   -  SCHLATER (1983)
 DK0087
 DK0087                         *CURRENT SURVEY CONTROL
 DK0087  ___________________________________________________________________
 DK0087* NAD 83(1986)-  33 41 48.     (N)    090 18 26.     (W)     SCALED    
 DK0087* NAVD 88     -        41.523  (meters)     136.23   (feet)  ADJUSTED  
 DK0087  ___________________________________________________________________
 DK0087  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0087  DYNAMIC HT  -          41.481 (meters)     136.09  (feet)  COMP
 DK0087  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 DK0087
 DK0087  VERT ORDER  -  SECOND    CLASS 0
 DK0087
 DK0087.The horizontal coordinates were scaled from a topographic map and have
 DK0087.an estimated accuracy of +/- 6 seconds.
 DK0087
 DK0087.The orthometric height was determined by differential leveling
 DK0087.and adjusted in June 1991.
 DK0087
 DK0087.The geoid height was determined by GEOID03.
 DK0087
 DK0087.The dynamic height is computed by dividing the NAVD 88
 DK0087.geopotential number by the normal gravity value computed on the
 DK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0087.degrees latitude (g = 980.6199 gals.).
 DK0087
 DK0087.The modeled gravity was interpolated from observed gravity values.
 DK0087
 DK0087;                    North         East    Units  Estimated Accuracy
 DK0087;SPC MS W     -   465,300.      702,420.      MT  (+/- 180 meters Scaled)
 DK0087
 DK0087                          SUPERSEDED SURVEY CONTROL
 DK0087
 DK0087  NGVD 29 (??/??/??)   41.565  (m)          136.37   (f) ADJUSTED    2 0
 DK0087
 DK0087.Superseded values are not recommended for survey control.
 DK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0087.See file dsdata.txt to determine how the superseded data were derived.
 DK0087
 DK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT495317(NAD 83)
 DK0087_MARKER: DD = SURVEY DISK
 DK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0087_STAMPING: BM 49V-82 1960
 DK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0087+STABILITY: SURFACE MOTION
 DK0087
 DK0087  HISTORY     - Date     Condition        Report By
 DK0087  HISTORY     - 1960     MONUMENTED       MSHD
 DK0087  HISTORY     - 1968     GOOD             MSHD
 DK0087  HISTORY     - 1985     GOOD             MSU
 DK0087
 DK0087                          STATION DESCRIPTION
 DK0087
 DK0087'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0087'4.3 MI S FROM MINTER CITY.
 DK0087'THE MARK IS LOCATED 4.0 MILES SOUTH OF THE APPROXIMATE CENTER OF
 DK0087'MINTER CITY, 3.4 MILES SOUTH OF THE INTERSECTION OF MISSISSIPPI
 DK0087'HIGHWAY 8 AND U.S. HIGHWAY 49E AT THE SOUTHWEST EDGE OF MINTER CITY,
 DK0087'3.7 MILES NORTHWEST OF THE JUNCTION OF HIGHWAY 442 AND U.S. HIGHWAY
 DK0087'49E AND IS IN THE SOUTHWEST 1/4 OF SECTION 9, T 21N, R 1W.  IT IS 1.5
 DK0087'FEET WEST OF THE NORTHWEST CORNER OF THE SUNNYSIDE SCHOOL, 70 FEET
 DK0087'SOUTHWEST OF A POWER POLE WITH A LAMP ON IT AND 25.5 FEET SOUTH OF THE
 DK0087'CENTER OF THE DRIVEWAY IN FRONT OF THE SCHOOL.  TO REACH FROM THE T.
 DK0087'Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY GO SOUTHWEST ON
 DK0087'U.S. HIGHWAY 49E FOR 0.75 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK0087'HIGHWAY 8.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49 FOR 3.4 MILES TO A
 DK0087'CROSSROADS.  TURN LEFT (EAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.15
 DK0087'MILE TO THE SUNNYSIDE ELEMENTARY SCHOOL AND THE MARK ON THE RIGHT NEAR
 DK0087'THE NORTHWEST CORNER OF THE BUILDING.
 DK0087
 DK0087                          STATION RECOVERY (1985)
 DK0087
 DK0087'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DK0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8591 ***********************************************************************
 DJ8591  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8591  DESIGNATION -  49 V 82X
 DJ8591  PID         -  DJ8591
 DJ8591  STATE/COUNTY-  MS/LEFLORE
 DJ8591  USGS QUAD   -  SCHLATER (1983)
 DJ8591
 DJ8591                         *CURRENT SURVEY CONTROL
 DJ8591  ___________________________________________________________________
 DJ8591* NAD 83(2007)-  33 41 49.33814(N)    090 18 25.08052(W)     ADJUSTED  
 DJ8591* NAVD 88     -        41.48   (meters)     136.1    (feet)  GPS OBS   
 DJ8591  ___________________________________________________________________
 DJ8591  EPOCH DATE  -        2002.00
 DJ8591  X           -     -28,459.276 (meters)                     COMP
 DJ8591  Y           -  -5,311,912.401 (meters)                     COMP
 DJ8591  Z           -   3,518,546.175 (meters)                     COMP
 DJ8591  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DJ8591  ELLIP HEIGHT-          15.269 (meters)          (02/15/08) ADJUSTED
 DJ8591  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DJ8591  HORZ ORDER  -  FIRST
 DJ8591  ELLP ORDER  -  FOURTH    CLASS II
 DJ8591
 DJ8591.The horizontal coordinates were established by GPS observations
 DJ8591.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8591
 DJ8591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8591.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8591.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8591.The epoch date for horizontal control is a decimal equivalence
 DJ8591.of Year/Month/Day.
 DJ8591
 DJ8591.The orthometric height was determined by GPS observations and a
 DJ8591.high-resolution geoid model.
 DJ8591.The orthometric height was determined by GPS observations and a
 DJ8591.high-resolution geoid model using precise GPS observation and
 DJ8591.processing techniques.
 DJ8591
 DJ8591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8591
 DJ8591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8591
 DJ8591.The ellipsoidal height was determined by GPS observations
 DJ8591.and is referenced to NAD 83.
 DJ8591
 DJ8591.The geoid height was determined by GEOID03.
 DJ8591
 DJ8591;                    North         East     Units Scale Factor Converg.
 DJ8591;SPC MS W     -   465,344.811   702,444.357   MT  0.99995007   +0 00 52.7
 DJ8591;SPC MS W     - 1,526,718.77  2,304,602.86   sFT  0.99995007   +0 00 52.7
 DJ8591;UTM  15      - 3,731,821.006   749,610.801   MT  1.00036818   +1 29 41.5
 DJ8591
 DJ8591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8591!SPC MS W     -   0.99999760  x   0.99995007  =   0.99994767
 DJ8591!UTM  15      -   0.99999760  x   1.00036818  =   1.00036578
 DJ8591
 DJ8591                          SUPERSEDED SURVEY CONTROL
 DJ8591
 DJ8591.No superseded survey control is available for this station.
 DJ8591
 DJ8591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4961131821(NAD 83)
 DJ8591_MARKER: I = METAL ROD
 DJ8591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8591+WITH SETTING: INFORMATION.
 DJ8591_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8591_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8591+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2007
 DJ8591_ROD/PIPE-DEPTH:  0.6 meters
 DJ8591
 DJ8591  HISTORY     - Date     Condition        Report By
 DJ8591  HISTORY     - 20070211 MONUMENTED       EMCINC
 DJ8591
 DJ8591                          STATION DESCRIPTION
 DJ8591
 DJ8591'DESCRIBED BY EMC INCORPORATED 2007
 DJ8591'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 8 AND HIGHWAY 49E
 DJ8591'PROCEED SOUTH ON HIGHWAY 49E FOR 3.43 MI (5.5 KM) TO CR 559, TURN LEFT
 DJ8591'AND PROCEED EAST FOR 0.18 MI (0.3 KM) AND MARK ON RIGHT. SET 1/2 IN
 DJ8591'IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE WITH A TAG STAMPED IR
 DJ8591'49V82 X. MARK IS AT WEST EDGE OF PROPERTY OF OLD SUNNTSIDE ELEMENTARY
 DJ8591'SCHOOL. LOCATED 104' AT 260 DEG FROM NW CORNER OLD SCHOOL BUILDING,
 DJ8591'20.7' AT 160 DEG FROM CENTERLINE CR 559, 195' AT 50 DEG FROM
 DJ8591'CENTERLINE GRAVEL ROAD TO COUNTY MAINTENANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0093 ***********************************************************************
 DK0093  DESIGNATION -  49 V 83 MSHD
 DK0093  PID         -  DK0093
 DK0093  STATE/COUNTY-  MS/LEFLORE
 DK0093  USGS QUAD   -  SCHLATER (1983)
 DK0093
 DK0093                         *CURRENT SURVEY CONTROL
 DK0093  ___________________________________________________________________
 DK0093* NAD 83(1986)-  33 43 00.     (N)    090 18 56.     (W)     SCALED    
 DK0093* NAVD 88     -        42.255  (meters)     138.63   (feet)  ADJUSTED  
 DK0093  ___________________________________________________________________
 DK0093  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK0093  DYNAMIC HT  -          42.212 (meters)     138.49  (feet)  COMP
 DK0093  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 DK0093
 DK0093  VERT ORDER  -  SECOND    CLASS 0
 DK0093
 DK0093.The horizontal coordinates were scaled from a topographic map and have
 DK0093.an estimated accuracy of +/- 6 seconds.
 DK0093
 DK0093.The orthometric height was determined by differential leveling
 DK0093.and adjusted in June 1991.
 DK0093
 DK0093.The geoid height was determined by GEOID03.
 DK0093
 DK0093.The dynamic height is computed by dividing the NAVD 88
 DK0093.geopotential number by the normal gravity value computed on the
 DK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0093.degrees latitude (g = 980.6199 gals.).
 DK0093
 DK0093.The modeled gravity was interpolated from observed gravity values.
 DK0093
 DK0093;                    North         East    Units  Estimated Accuracy
 DK0093;SPC MS W     -   467,520.      701,650.      MT  (+/- 180 meters Scaled)
 DK0093
 DK0093                          SUPERSEDED SURVEY CONTROL
 DK0093
 DK0093  NGVD 29 (??/??/??)   42.293  (m)          138.76   (f) ADJUSTED    2 0
 DK0093
 DK0093.Superseded values are not recommended for survey control.
 DK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0093.See file dsdata.txt to determine how the superseded data were derived.
 DK0093
 DK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT487339(NAD 83)
 DK0093_MARKER: DD = SURVEY DISK
 DK0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0093_STAMPING: BM 49V-83 1960
 DK0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0093+STABILITY: SURFACE MOTION
 DK0093
 DK0093  HISTORY     - Date     Condition        Report By
 DK0093  HISTORY     - 1960     MONUMENTED       MSHD
 DK0093  HISTORY     - 1968     GOOD             MSHD
 DK0093
 DK0093                          STATION DESCRIPTION
 DK0093
 DK0093'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0093'2.8 MI SW FROM MINTER CITY.
 DK0093'THE MARK IS LOCATED 2.8 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0093'MINTER CITY IN FRONT OF A FRAME HOUSE ON THE RACK RENT PLANTATION ON
 DK0093'THE WEST SIDE OF U.S. HIGHWAY 49E AND IS IN THE NORTHEAST 1/4 OF
 DK0093'SECTION 5, T 21N, R 1W.  IT IS 31 FEET NORTHEAST OF THE SOUTHEAST
 DK0093'CORNER OF THE FRAME HOUSE, 29.5 FEET SOUTHEAST OF THE NORTHEAST CORNER
 DK0093'OF THE PORCH OF THE FRAME HOUSE, 17.5 FEET NORTH OF AN 18 INCH
 DK0093'MULBERRY, 50 FEET NORTH OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF
 DK0093'A METAL WITNESS POST, AND IS SET IN THE TOP OF A SQUARE CONCRETE POST
 DK0093'PROJECTING 1 INCH.  TO REACH FROM THE T. Y. FLEMING SCHOOL AT THE
 DK0093'NORTHWEST EDGE OF MINTER CITY GO SOUTH WEST ON U.S. HIGHWAY 49E FOR
 DK0093'0.75 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 8.  CONTINUE
 DK0093'SOUTHWEST ON U.S. HIGHWAY 49 E FOR 2.0 MILES TO A SIDE ROAD RIGHT.
 DK0093'TURN RIGHT (WEST) AND CONTINUE ON A DIRT ROAD FOR 0.05 MILE TO A FRAME
 DK0093'HOUSE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0094 ***********************************************************************
 DK0094  DESIGNATION -  49 V 84 MSHD
 DK0094  PID         -  DK0094
 DK0094  STATE/COUNTY-  MS/LEFLORE
 DK0094  USGS QUAD   -  SCHLATER (1983)
 DK0094
 DK0094                         *CURRENT SURVEY CONTROL
 DK0094  ___________________________________________________________________
 DK0094* NAD 83(1986)-  33 43 37.     (N)    090 18 58.     (W)     SCALED    
 DK0094* NAVD 88     -        42.264  (meters)     138.66   (feet)  ADJUSTED  
 DK0094  ___________________________________________________________________
 DK0094  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK0094  DYNAMIC HT  -          42.222 (meters)     138.52  (feet)  COMP
 DK0094  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 DK0094
 DK0094  VERT ORDER  -  SECOND    CLASS 0
 DK0094
 DK0094.The horizontal coordinates were scaled from a topographic map and have
 DK0094.an estimated accuracy of +/- 6 seconds.
 DK0094
 DK0094.The orthometric height was determined by differential leveling
 DK0094.and adjusted in June 1991.
 DK0094
 DK0094.The geoid height was determined by GEOID03.
 DK0094
 DK0094.The dynamic height is computed by dividing the NAVD 88
 DK0094.geopotential number by the normal gravity value computed on the
 DK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0094.degrees latitude (g = 980.6199 gals.).
 DK0094
 DK0094.The modeled gravity was interpolated from observed gravity values.
 DK0094
 DK0094;                    North         East    Units  Estimated Accuracy
 DK0094;SPC MS W     -   468,660.      701,600.      MT  (+/- 180 meters Scaled)
 DK0094
 DK0094                          SUPERSEDED SURVEY CONTROL
 DK0094
 DK0094  NGVD 29 (??/??/??)   42.302  (m)          138.79   (f) ADJUSTED    2 0
 DK0094
 DK0094.Superseded values are not recommended for survey control.
 DK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0094.See file dsdata.txt to determine how the superseded data were derived.
 DK0094
 DK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT486351(NAD 83)
 DK0094_MARKER: DD = SURVEY DISK
 DK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0094_STAMPING: BM 49V-84 1960
 DK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0094+STABILITY: SURFACE MOTION
 DK0094
 DK0094  HISTORY     - Date     Condition        Report By
 DK0094  HISTORY     - 1960     MONUMENTED       MSHD
 DK0094  HISTORY     - 1968     GOOD             MSHD
 DK0094  HISTORY     - 1981     MARK NOT FOUND   USGS
 DK0094
 DK0094                          STATION DESCRIPTION
 DK0094
 DK0094'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0094'IN MINTER CITY.
 DK0094'THE MARK IS LOCATED 2.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0094'MINTER CITY, NEAR THE SOUTHWEST CORNER OF THE LIVING QUARTERS IN BACK
 DK0094'OF PEARSONS GROCERY, 6.2 MILES NORTHEAST OF SCHLATER, IN THE SOUTHEAST
 DK0094'1/4 OF SECTION 32, T 22N, R 1W AND ON PROPERTY OWNED BY MR. E. A.
 DK0094'SUDDUTH.  IT IS 5.5 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 DK0094'BUILDING, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LEVING
 DK0094'QUARTERS OF PEARSONS GROCER 40 FEET NORTHWEST OF A POWER LINE POLE
 DK0094'WITH A GUY WIRE, 66.5 FEET NORTHWEST OF A 16 INCH TWIN PECAN, 178 FEET
 DK0094'WEST OF THE CENTER OF U.S. HIGHWAY 49E, SET IN THE TOP OF A 10 INCH
 DK0094'SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 DK0094'THE GROUND.  TO REACH FROM THE T.Y. FLEMING SCHOOL AT THE NORTHWEST
 DK0094'EDGE OF MINTER CITY GO SOUTHWEST ON U.S. HIGHWAY 49E FOR 0.75 MILE TO
 DK0094'THE INTERSECTION OF MISSISSIPPI HIGHWAY 8.  CONTINUE SOUTHWEST ON U.S.
 DK0094'HIGHWAY 49E FOR 1.3 MILES TO PEARSONS GROCERY STORE AND THE MARK ON
 DK0094'THE RIGHT AS DESCRIBED.
 DK0094
 DK0094                          STATION RECOVERY (1981)
 DK0094
 DK0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DK0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0096 ***********************************************************************
 DK0096  DESIGNATION -  49 V 86 MSHD
 DK0096  PID         -  DK0096
 DK0096  STATE/COUNTY-  MS/LEFLORE
 DK0096  USGS QUAD   -  SCHLATER (1983)
 DK0096
 DK0096                         *CURRENT SURVEY CONTROL
 DK0096  ___________________________________________________________________
 DK0096* NAD 83(1986)-  33 44 46.     (N)    090 18 31.     (W)     SCALED    
 DK0096* NAVD 88     -        41.976  (meters)     137.72   (feet)  ADJUSTED  
 DK0096  ___________________________________________________________________
 DK0096  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK0096  DYNAMIC HT  -          41.934 (meters)     137.58  (feet)  COMP
 DK0096  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 DK0096
 DK0096  VERT ORDER  -  SECOND    CLASS 0
 DK0096
 DK0096.The horizontal coordinates were scaled from a topographic map and have
 DK0096.an estimated accuracy of +/- 6 seconds.
 DK0096
 DK0096.The orthometric height was determined by differential leveling
 DK0096.and adjusted in June 1991.
 DK0096
 DK0096.The geoid height was determined by GEOID03.
 DK0096
 DK0096.The dynamic height is computed by dividing the NAVD 88
 DK0096.geopotential number by the normal gravity value computed on the
 DK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0096.degrees latitude (g = 980.6199 gals.).
 DK0096
 DK0096.The modeled gravity was interpolated from observed gravity values.
 DK0096
 DK0096;                    North         East    Units  Estimated Accuracy
 DK0096;SPC MS W     -   470,790.      702,290.      MT  (+/- 180 meters Scaled)
 DK0096
 DK0096                          SUPERSEDED SURVEY CONTROL
 DK0096
 DK0096  NGVD 29 (??/??/??)   42.010  (m)          137.83   (f) ADJUSTED    2 0
 DK0096
 DK0096.Superseded values are not recommended for survey control.
 DK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0096.See file dsdata.txt to determine how the superseded data were derived.
 DK0096
 DK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT493372(NAD 83)
 DK0096_MARKER: DD = SURVEY DISK
 DK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0096_STAMPING: BM 49V-86 1960
 DK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0096+STABILITY: SURFACE MOTION
 DK0096
 DK0096  HISTORY     - Date     Condition        Report By
 DK0096  HISTORY     - 1960     MONUMENTED       MSHD
 DK0096  HISTORY     - 1968     GOOD             MSHD
 DK0096
 DK0096                          STATION DESCRIPTION
 DK0096
 DK0096'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0096'1.1 MI SW FROM MINTER CITY.
 DK0096'THE MARK IS LOCATED 1.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0096'MINTER CITY NEAR THE SOUTHEAST CORNER OF THE MOST SOUTHERN OF A ROW OF
 DK0096'FRAME HOUSES ON THE WEST SIDE OF A GRAVELED DRIVEWAY OF A HOUSING
 DK0096'PROJECT OWNED BY THE MINTER CITY OIL COMPANY, 0.2 MILE EAST OF U.S.
 DK0096'HIGHWAY 49E AND IS IN THE NORTHWEST 1/4 OF SECTION 28, T 22N, R 1W. IT
 DK0096'IS 2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FRAME HOUSE, 14.5 FEET
 DK0096'SOUTHWEST OF A 36 INCH PECAN, 66.5 FEET WEST NORTHWEST OF A POWER LINE
 DK0096'POLE WITH A GUY WIRE, 60 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER 78
 DK0096'FEET WEST OF THE CENTER OF THE GRAVELED DRIVEWAY, 44 FEET NORTH
 DK0096'NORTHWEST OF A RIGHT-OF-WAY FENCE, 195 FEET NORTH OF THE CENTER OF
 DK0096'HIGHWAY 8, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, ABOUT 5
 DK0096'FEET BELOW THE LEVEL OF HIGHWAY 8 AND PROJECTS 1 INCH.  TO REACH FROM
 DK0096'THE T.Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY, GO
 DK0096'SOUTHWEST ON U.S. HIGHWAY 49E FOR 0.75 MILE TO THE INTERSECTION OF
 DK0096'MISSISSIPPI HIGHWAY 8.  TURN LEFT (EAST) AND CONTINUE ON MISSISSIPPI
 DK0096'HIGHWAY 8 FOR 0.2 MILE TO A CROSSROADS AND THE HOUSING PROJECT AND THE
 DK0096'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0101 ***********************************************************************
 DK0101  DESIGNATION -  49 V 87 MSHD
 DK0101  PID         -  DK0101
 DK0101  STATE/COUNTY-  MS/LEFLORE
 DK0101  USGS QUAD   -  GLENDORA (1983)
 DK0101
 DK0101                         *CURRENT SURVEY CONTROL
 DK0101  ___________________________________________________________________
 DK0101* NAD 83(1986)-  33 46 16.     (N)    090 18 12.     (W)     SCALED    
 DK0101* NAVD 88     -        43.088  (meters)     141.36   (feet)  ADJUSTED  
 DK0101  ___________________________________________________________________
 DK0101  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0101  DYNAMIC HT  -          43.045 (meters)     141.22  (feet)  COMP
 DK0101  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 DK0101
 DK0101  VERT ORDER  -  SECOND    CLASS 0
 DK0101
 DK0101.The horizontal coordinates were scaled from a topographic map and have
 DK0101.an estimated accuracy of +/- 6 seconds.
 DK0101
 DK0101.The orthometric height was determined by differential leveling
 DK0101.and adjusted in June 1991.
 DK0101
 DK0101.The geoid height was determined by GEOID03.
 DK0101
 DK0101.The dynamic height is computed by dividing the NAVD 88
 DK0101.geopotential number by the normal gravity value computed on the
 DK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0101.degrees latitude (g = 980.6199 gals.).
 DK0101
 DK0101.The modeled gravity was interpolated from observed gravity values.
 DK0101
 DK0101;                    North         East    Units  Estimated Accuracy
 DK0101;SPC MS W     -   473,560.      702,780.      MT  (+/- 180 meters Scaled)
 DK0101
 DK0101                          SUPERSEDED SURVEY CONTROL
 DK0101
 DK0101  NGVD 29 (??/??/??)   43.115  (m)          141.45   (f) ADJUSTED    2 0
 DK0101
 DK0101.Superseded values are not recommended for survey control.
 DK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0101.See file dsdata.txt to determine how the superseded data were derived.
 DK0101
 DK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT497400(NAD 83)
 DK0101_MARKER: DD = SURVEY DISK
 DK0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0101_STAMPING: BM 49V-87 1960
 DK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0101+STABILITY: SURFACE MOTION
 DK0101
 DK0101  HISTORY     - Date     Condition        Report By
 DK0101  HISTORY     - 1960     MONUMENTED       MSHD
 DK0101  HISTORY     - 1968     GOOD             MSHD
 DK0101
 DK0101                          STATION DESCRIPTION
 DK0101
 DK0101'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0101'1.4 MI NW FROM MINTER CITY.
 DK0101'THE MARK IS LOCATED 1.4 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0101'MINTER CITY JUST SOUTH OF THE NORTH FENCE OF A FENCED IN AREA
 DK0101'APPROXIMATED 0.1 MILE EAST OF U.S. HIGHWAY 49E, 2.7 MILES SOUTH OF THE
 DK0101'LEFLORE-TALLAHATCHIE COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION 16, T
 DK0101'22N, R 1W AND ON LAND OWNED BY MR. ARCHIE STURDIVANT.  IT IS 58 FEET
 DK0101'NORTH EAST OF AN 18 INCH OAK, 35.5 FEET NORTH NORTHEAST OF A MIMOSA,
 DK0101'16 FEET SOUTH OF A FENCE, 21 FEET NORTHWEST OF A 12 INCH PECAN, 36
 DK0101'FEET NORTHWEST OF AN 8 INCH PERSIMMON, IS SET IN THE TOP OF A 10 INCH
 DK0101'SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  (NOTE) BOTH THE
 DK0101'HOUSE AND THE DRIVEWAY MENTIONED IN THE ORIGINAL DESCRIPTION HAVE BEEN
 DK0101'DESTROYED.  TO REACH THE T.Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF
 DK0101'MINTER CITY GO NORTHEAST ON U.S. HIGHWAY 49E FOR 1.0 MILE TO THE
 DK0101'FENCED IN AREA JUST PAST A BARN AND THE MARK ON THE RIGHT AS
 DK0101'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0102 ***********************************************************************
 DK0102  DESIGNATION -  49 V 88 MSHD
 DK0102  PID         -  DK0102
 DK0102  STATE/COUNTY-  MS/LEFLORE
 DK0102  USGS QUAD   -  GLENDORA (1983)
 DK0102
 DK0102                         *CURRENT SURVEY CONTROL
 DK0102  ___________________________________________________________________
 DK0102* NAD 83(1986)-  33 46 59.     (N)    090 17 59.     (W)     SCALED    
 DK0102* NAVD 88     -        44.359  (meters)     145.53   (feet)  ADJUSTED  
 DK0102  ___________________________________________________________________
 DK0102  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0102  DYNAMIC HT  -          44.315 (meters)     145.39  (feet)  COMP
 DK0102  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 DK0102
 DK0102  VERT ORDER  -  SECOND    CLASS 0
 DK0102
 DK0102.The horizontal coordinates were scaled from a topographic map and have
 DK0102.an estimated accuracy of +/- 6 seconds.
 DK0102
 DK0102.The orthometric height was determined by differential leveling
 DK0102.and adjusted in June 1991.
 DK0102
 DK0102.The geoid height was determined by GEOID03.
 DK0102
 DK0102.The dynamic height is computed by dividing the NAVD 88
 DK0102.geopotential number by the normal gravity value computed on the
 DK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0102.degrees latitude (g = 980.6199 gals.).
 DK0102
 DK0102.The modeled gravity was interpolated from observed gravity values.
 DK0102
 DK0102;                    North         East    Units  Estimated Accuracy
 DK0102;SPC MS W     -   474,890.      703,110.      MT  (+/- 180 meters Scaled)
 DK0102
 DK0102                          SUPERSEDED SURVEY CONTROL
 DK0102
 DK0102  NGVD 29 (??/??/??)   44.384  (m)          145.62   (f) ADJUSTED    2 0
 DK0102
 DK0102.Superseded values are not recommended for survey control.
 DK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0102.See file dsdata.txt to determine how the superseded data were derived.
 DK0102
 DK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT500413(NAD 83)
 DK0102_MARKER: DD = SURVEY DISK
 DK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0102_STAMPING: BM 49V-88 1960
 DK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0102+STABILITY: SURFACE MOTION
 DK0102
 DK0102  HISTORY     - Date     Condition        Report By
 DK0102  HISTORY     - 1960     MONUMENTED       MSHD
 DK0102  HISTORY     - 1968     GOOD             MSHD
 DK0102
 DK0102                          STATION DESCRIPTION
 DK0102
 DK0102'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0102'2.1 MI NNW FROM MINTER CITY.
 DK0102'THE MARK IS LOCATED 2.1 MILES NORTH NORTHWEST OF THE APPROXIMATE
 DK0102'CENTER OF MINTER CITY NEAR THE NORTHWEST CORNER OF A FRAME HOUSE, 1.9
 DK0102'MILES SOUTH OF THE LEFLORE-TALLAHATCHIE COUNTY LINE, IN THE SOUTHEAST
 DK0102'1/4 OF SECTION 9, T 22N, R 1W AND ON LAND OWNED BY MR. W. S.
 DK0102'SOMMERFIELD.  IT IS 2 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE,
 DK0102'2 FEET NORTHWEST OF A METAL WITNESS POST, 20 FEET WEST OF THE
 DK0102'NORTHWEST CORNER OF THE FRAME HOUSE, 23.5 FEET SOUTH OF THE SOUTHWEST
 DK0102'CORNER OF A GRADEN FENCE, 32.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK0102'OF A BRICK FLUE, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DK0102'ABOUT LEVEL WITH THE GRAVELED ROAD AND PROJECTS 1 INCH.  TO REACH FROM
 DK0102'THE T. Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY GO
 DK0102'NORTHEAST ON U.S. HIGHWAY 49E FOR 1.85 MILES TO A SIDE ROAD RIGHT.
 DK0102'TURN RIGHT (NORTHEAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.2
 DK0102'MILE TO A FRAME HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0104 ***********************************************************************
 DK0104  DESIGNATION -  49 V 89 MSHD
 DK0104  PID         -  DK0104
 DK0104  STATE/COUNTY-  MS/LEFLORE
 DK0104  USGS QUAD   -  GLENDORA (1983)
 DK0104
 DK0104                         *CURRENT SURVEY CONTROL
 DK0104  ___________________________________________________________________
 DK0104* NAD 83(1986)-  33 47 47.     (N)    090 18 07.     (W)     SCALED    
 DK0104* NAVD 88     -        43.736  (meters)     143.49   (feet)  ADJUSTED  
 DK0104  ___________________________________________________________________
 DK0104  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0104  DYNAMIC HT  -          43.692 (meters)     143.35  (feet)  COMP
 DK0104  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 DK0104
 DK0104  VERT ORDER  -  SECOND    CLASS 0
 DK0104
 DK0104.The horizontal coordinates were scaled from a topographic map and have
 DK0104.an estimated accuracy of +/- 6 seconds.
 DK0104
 DK0104.The orthometric height was determined by differential leveling
 DK0104.and adjusted in June 1991.
 DK0104
 DK0104.The geoid height was determined by GEOID03.
 DK0104
 DK0104.The dynamic height is computed by dividing the NAVD 88
 DK0104.geopotential number by the normal gravity value computed on the
 DK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0104.degrees latitude (g = 980.6199 gals.).
 DK0104
 DK0104.The modeled gravity was interpolated from observed gravity values.
 DK0104
 DK0104;                    North         East    Units  Estimated Accuracy
 DK0104;SPC MS W     -   476,360.      702,910.      MT  (+/- 180 meters Scaled)
 DK0104
 DK0104                          SUPERSEDED SURVEY CONTROL
 DK0104
 DK0104  NGVD 29 (??/??/??)   43.758  (m)          143.56   (f) ADJUSTED    2 0
 DK0104
 DK0104.Superseded values are not recommended for survey control.
 DK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0104.See file dsdata.txt to determine how the superseded data were derived.
 DK0104
 DK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT497428(NAD 83)
 DK0104_MARKER: DD = SURVEY DISK
 DK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0104_STAMPING: BM 49V-89 1961
 DK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0104+STABILITY: SURFACE MOTION
 DK0104
 DK0104  HISTORY     - Date     Condition        Report By
 DK0104  HISTORY     - 1961     MONUMENTED       MSHD
 DK0104  HISTORY     - 1968     GOOD             MSHD
 DK0104
 DK0104                          STATION DESCRIPTION
 DK0104
 DK0104'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0104'2.8 MI N FROM MINTER CITY.
 DK0104'THE MARK IS LOCATED 3.1 MILES NORTH-NORTHWEST OF THE APPROXIMATE
 DK0104'CENTER OF MINTER CITY NEAR THE SOUTHWEST CORNER OF THE CONCRETE
 DK0104'LOADING PLATFORM FOR THE MIDWAY GIN COMPANY AND IS IN THE SOUTHEAST
 DK0104'1/4 OF SECTION 4, T 22N, R 1W.  IT IS 251 FEET EAST OF THE CENTER OF
 DK0104'U.S. HIGHWAY 49E, 61 FEET NORTH OF THE NORTHWEST CORNER OF THE GIN, 6
 DK0104'FEET WEST OF THE CONCRETE RAMP, 2.5 FEET SOUTHEAST OF THE SOUTHWEST
 DK0104'CORNER OF THE PLATFORM, 1.5 FEET SOUTH OF THE SOUTH WALL OF THE
 DK0104'PLATFORM, 61 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WEIGHT
 DK0104'HOUSE OFFICE AND ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.  TO
 DK0104'REACH FROM THE T. Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER
 DK0104'CITY GO NORTHEAST ON U.S. HIGHWAY 49E FOR 2.8 MILES TO THE MIDWAY GIN
 DK0104'COMPANY AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0436 ***********************************************************************
 CP0436  DESIGNATION -  49 V 9
 CP0436  PID         -  CP0436
 CP0436  STATE/COUNTY-  MS/HINDS
 CP0436  USGS QUAD   -  POCAHONTAS (1980)
 CP0436
 CP0436                         *CURRENT SURVEY CONTROL
 CP0436  ___________________________________________________________________
 CP0436* NAD 83(1986)-  32 22 56.     (N)    090 15 38.     (W)     SCALED    
 CP0436* NAVD 88     -        96.331  (meters)     316.05   (feet)  ADJUSTED  
 CP0436  ___________________________________________________________________
 CP0436  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP0436  DYNAMIC HT  -          96.221 (meters)     315.69  (feet)  COMP
 CP0436  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CP0436
 CP0436  VERT ORDER  -  SECOND    CLASS 0
 CP0436
 CP0436.The horizontal coordinates were scaled from a topographic map and have
 CP0436.an estimated accuracy of +/- 6 seconds.
 CP0436
 CP0436.The orthometric height was determined by differential leveling
 CP0436.and adjusted in June 1991.
 CP0436
 CP0436.The geoid height was determined by GEOID03.
 CP0436
 CP0436.The dynamic height is computed by dividing the NAVD 88
 CP0436.geopotential number by the normal gravity value computed on the
 CP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0436.degrees latitude (g = 980.6199 gals.).
 CP0436
 CP0436.The modeled gravity was interpolated from observed gravity values.
 CP0436
 CP0436;                    North         East    Units  Estimated Accuracy
 CP0436;SPC MS W     -   319,530.      706,850.      MT  (+/- 180 meters Scaled)
 CP0436
 CP0436                          SUPERSEDED SURVEY CONTROL
 CP0436
 CP0436  NGVD 29 (??/??/92)   96.418  (m)          316.33   (f) ADJ UNCH    2 0
 CP0436
 CP0436.Superseded values are not recommended for survey control.
 CP0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0436.See file dsdata.txt to determine how the superseded data were derived.
 CP0436
 CP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR577861(NAD 83)
 CP0436_MARKER: DD = SURVEY DISK
 CP0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0436_STAMPING: BM 49V-9 1960
 CP0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0436+STABILITY: SURFACE MOTION
 CP0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0436+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 CP0436
 CP0436  HISTORY     - Date     Condition        Report By
 CP0436  HISTORY     - 1960     MONUMENTED       MSHD
 CP0436  HISTORY     - 1977     GOOD             MSHD
 CP0436  HISTORY     - 20000504 GOOD             LOCENG
 CP0436
 CP0436                          STATION DESCRIPTION
 CP0436
 CP0436'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0436'7 MI NW FROM JACKSON.
 CP0436'THE MARK IS LOCATED 7 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0436'JACKSON NEAR A RIGHT OF WAY FENCE IN THE SOUTH ANGLE OF THE JUNCTION
 CP0436'OF A CEMETERY DRIVEWAY, 5 MILES NORTHEAST OF CLINTON IN THE NORTHWEST
 CP0436'1/4 OF SECTION 12, T 6N, R 1W.  IT IS 389 FEET SOUTHEAST OF THE CENTER
 CP0436'OF CYNTHIA ROAD, 61 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 CP0436'LANE OF U.S. HIGHWAY 49, 34 FEET SOUTHEAST OF THE CENTER OF THE
 CP0436'CEMETERY DRIVEWAY, 25.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 CP0436'IRON FENCE AROUND AN UNMARKED GRAVE (LONE FENCE), 2 FEET SOUTHWEST OF
 CP0436'A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 CP0436'SQUARE CONCRETE POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND 1
 CP0436'INCH BELOW THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0436'JACKSON GO NORTH ON WEST STREET FOR 1.95 MILE TO THE INTERSECTION OF
 CP0436'WOODROW WILSON DRIVE.  TURN LEFT AND GO WEST ON WOODROW WILSON DRIVE
 CP0436'FOR 0.9 MILE TO A FIVE POINT INTERSECTION.  CONTINUE NORTHWEST ON
 CP0436'DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO THE I-220 OVERPASS.
 CP0436'CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 2.2 MILES TO THE ENTRANCE TO
 CP0436'THE CEMETERY AND THE MARK ON THE LEFT JUST BEFORE REACHING A
 CP0436'CROSSROAD.
 CP0436
 CP0436                          STATION RECOVERY (2000)
 CP0436
 CP0436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000
 CP0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3312 ***********************************************************************
 BH3312  DESIGNATION -  49 V 9 A
 BH3312  PID         -  BH3312
 BH3312  STATE/COUNTY-  MS/HARRISON
 BH3312  USGS QUAD   -  SUCCESS (1982)
 BH3312
 BH3312                         *CURRENT SURVEY CONTROL
 BH3312  ___________________________________________________________________
 BH3312* NAD 83(1986)-  30 33 01.     (N)    089 07 14.     (W)     SCALED    
 BH3312* NAVD 88     -        25.413  (meters)      83.38   (feet)  ADJUSTED  
 BH3312  ___________________________________________________________________
 BH3312  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH3312  DYNAMIC HT  -          25.379 (meters)      83.26  (feet)  COMP
 BH3312  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BH3312
 BH3312  VERT ORDER  -  SECOND    CLASS II
 BH3312
 BH3312.The horizontal coordinates were scaled from a topographic map and have
 BH3312.an estimated accuracy of +/- 6 seconds.
 BH3312
 BH3312.The orthometric height was determined by differential leveling
 BH3312.and adjusted in May 1996.
 BH3312
 BH3312.The geoid height was determined by GEOID03.
 BH3312
 BH3312.The dynamic height is computed by dividing the NAVD 88
 BH3312.geopotential number by the normal gravity value computed on the
 BH3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3312.degrees latitude (g = 980.6199 gals.).
 BH3312
 BH3312.The modeled gravity was interpolated from observed gravity values.
 BH3312
 BH3312;                    North         East    Units  Estimated Accuracy
 BH3312;SPC MS E     -   116,460.      272,440.      MT  (+/- 180 meters Scaled)
 BH3312
 BH3312                          SUPERSEDED SURVEY CONTROL
 BH3312
 BH3312.No superseded survey control is available for this station.
 BH3312
 BH3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU965816(NAD 83)
 BH3312_MARKER: DD = SURVEY DISK
 BH3312_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH3312_SP_SET: BOX CULVERT
 BH3312_STAMPING: BM 49 V 9A 1988
 BH3312_MARK LOGO: MSHD  
 BH3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3312+STABILITY: SURFACE MOTION
 BH3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3312+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BH3312
 BH3312  HISTORY     - Date     Condition        Report By
 BH3312  HISTORY     - 1988     MONUMENTED       MSHD
 BH3312
 BH3312                          STATION DESCRIPTION
 BH3312
 BH3312'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3312'MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF GULFP0RT IN A
 BH3312'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.8 MI (9.3
 BH3312'KM) SOUTH OF SAUCIER, 3.65 MI (5.87 KM) NORTH OF LYMAN AND IS IN
 BH3312'SECTION 6, T 6S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER U.S.
 BH3312'HIGHWAY 49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO NORTH ON U.S.
 BH3312'HIGHWAY 49 FOR 4.65 MI (7.48 KM) TO THE JUNCTION OF STATE HIGHWAY 53
 BH3312'AT LORMAN, CONTINUE NORTH ON U.S. HIGHWAY 49 FOR 3.65 MI (5.87 KM)
 BH3312'TO THE MARK ON THE RIGHT.  MARK IS A MSHD REFERENCE MARK DISK SET IN
 BH3312'A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 3 X 5 FOOT
 BH3312'CONCRETE BOX CULVERT, 40.5 FT (12.3 M) EAST OF THE CENTER OF THE
 BH3312'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE
 BH3312'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0105 ***********************************************************************
 DK0105  DESIGNATION -  49 V 90 MSHD
 DK0105  PID         -  DK0105
 DK0105  STATE/COUNTY-  MS/LEFLORE
 DK0105  USGS QUAD   -  GLENDORA (1983)
 DK0105
 DK0105                         *CURRENT SURVEY CONTROL
 DK0105  ___________________________________________________________________
 DK0105* NAD 83(1986)-  33 48 34.     (N)    090 18 07.     (W)     SCALED    
 DK0105* NAVD 88     -        42.286  (meters)     138.73   (feet)  ADJUSTED  
 DK0105  ___________________________________________________________________
 DK0105  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0105  DYNAMIC HT  -          42.244 (meters)     138.60  (feet)  COMP
 DK0105  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 DK0105
 DK0105  VERT ORDER  -  SECOND    CLASS 0
 DK0105
 DK0105.The horizontal coordinates were scaled from a topographic map and have
 DK0105.an estimated accuracy of +/- 6 seconds.
 DK0105
 DK0105.The orthometric height was determined by differential leveling
 DK0105.and adjusted in June 1991.
 DK0105
 DK0105.The geoid height was determined by GEOID03.
 DK0105
 DK0105.The dynamic height is computed by dividing the NAVD 88
 DK0105.geopotential number by the normal gravity value computed on the
 DK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0105.degrees latitude (g = 980.6199 gals.).
 DK0105
 DK0105.The modeled gravity was interpolated from observed gravity values.
 DK0105
 DK0105;                    North         East    Units  Estimated Accuracy
 DK0105;SPC MS W     -   477,810.      702,910.      MT  (+/- 180 meters Scaled)
 DK0105
 DK0105                          SUPERSEDED SURVEY CONTROL
 DK0105
 DK0105  NGVD 29 (??/??/??)   42.307  (m)          138.80   (f) ADJUSTED    2 0
 DK0105
 DK0105.Superseded values are not recommended for survey control.
 DK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0105.See file dsdata.txt to determine how the superseded data were derived.
 DK0105
 DK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT497443(NAD 83)
 DK0105_MARKER: DD = SURVEY DISK
 DK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0105_STAMPING: BM 49V-90 1961
 DK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0105+STABILITY: SURFACE MOTION
 DK0105
 DK0105  HISTORY     - Date     Condition        Report By
 DK0105  HISTORY     - 1961     MONUMENTED       MSHD
 DK0105  HISTORY     - 1968     GOOD             MSHD
 DK0105
 DK0105                          STATION DESCRIPTION
 DK0105
 DK0105'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0105'3.7 MI N FROM MINTER CITY.
 DK0105'THE MARK IS LOCATED 4.0 MILES NORTH NORTHWEST OF THE APPROXIMATE
 DK0105'CENTER OF MINTER CITY ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E AND
 DK0105'IS IN THE NORTHEAST 1/4 OF SECTION 4, T 22N, R 1W.  IT IS 63 FEET EAST
 DK0105'OF THE CENTER OF HIGHWAY 49E, 43.5 FEET EAST OF THE EAST POST OF THE
 DK0105'COUNTY LINE SIGN, 7 FEET NORTHWEST OF THE WEST POST OF A COCA COLA
 DK0105'SIGN 12 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, 2 FEET NORTH OF A
 DK0105'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 DK0105'FLUSH WITH THE GROUND.  TO REACH FROM THE T.Y. FLEMING SCHOOL AT THE
 DK0105'NORTHWEST EDGE OF MINTER CITY, GO NORTHEAST ON U.S. HIGHWAY 49E FOR
 DK0105'3.7 MILES TO THE LEFLORE-TALLAHATCHIE COUNTY LINE AND THE MARK ON THE
 DK0105'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0106 ***********************************************************************
 DK0106  DESIGNATION -  49 V 91 MSHD
 DK0106  PID         -  DK0106
 DK0106  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0106  USGS QUAD   -  GLENDORA (1983)
 DK0106
 DK0106                         *CURRENT SURVEY CONTROL
 DK0106  ___________________________________________________________________
 DK0106* NAD 83(1986)-  33 49 12.     (N)    090 17 59.     (W)     SCALED    
 DK0106* NAVD 88     -        44.222  (meters)     145.09   (feet)  ADJUSTED  
 DK0106  ___________________________________________________________________
 DK0106  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0106  DYNAMIC HT  -          44.178 (meters)     144.94  (feet)  COMP
 DK0106  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 DK0106
 DK0106  VERT ORDER  -  SECOND    CLASS 0
 DK0106
 DK0106.The horizontal coordinates were scaled from a topographic map and have
 DK0106.an estimated accuracy of +/- 6 seconds.
 DK0106
 DK0106.The orthometric height was determined by differential leveling
 DK0106.and adjusted in June 1991.
 DK0106
 DK0106.The geoid height was determined by GEOID03.
 DK0106
 DK0106.The dynamic height is computed by dividing the NAVD 88
 DK0106.geopotential number by the normal gravity value computed on the
 DK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0106.degrees latitude (g = 980.6199 gals.).
 DK0106
 DK0106.The modeled gravity was interpolated from observed gravity values.
 DK0106
 DK0106;                    North         East    Units  Estimated Accuracy
 DK0106;SPC MS W     -   478,980.      703,110.      MT  (+/- 180 meters Scaled)
 DK0106
 DK0106                          SUPERSEDED SURVEY CONTROL
 DK0106
 DK0106  NGVD 29 (??/??/??)   44.240  (m)          145.14   (f) ADJUSTED    2 0
 DK0106
 DK0106.Superseded values are not recommended for survey control.
 DK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0106.See file dsdata.txt to determine how the superseded data were derived.
 DK0106
 DK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT499454(NAD 83)
 DK0106_MARKER: DD = SURVEY DISK
 DK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0106_STAMPING: BM 49V-91 1961
 DK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0106+STABILITY: SURFACE MOTION
 DK0106
 DK0106  HISTORY     - Date     Condition        Report By
 DK0106  HISTORY     - 1961     MONUMENTED       MSHD
 DK0106  HISTORY     - 1968     GOOD             MSHD
 DK0106
 DK0106                          STATION DESCRIPTION
 DK0106
 DK0106'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0106'0.9 MI S FROM GLENDORA.
 DK0106'THE MARK IS LOCATED 0.9 MILE SOUTH OF THE APPROXIMATE CENTER OF THE
 DK0106'VILLAGE OF GLENDORA ON THE FRONT LAWN OF THE E.E. SMITH RESIDENCE, 4.7
 DK0106'MILES NORTH NORTHWEST OF MINTER CITY AND IS IN THE NORTHEAST 1/4 OF
 DK0106'SECTION 33, T 23N, R 1W.  IT IS 39 FEET NORTH OF THE CENTER OF THE
 DK0106'GRAVELED ROAD, 74 FEET EAST OF THE CENTER OF THE DRIVEWAY AT THE WEST
 DK0106'ENTRANCE TO THE HOUSE, 93 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 DK0106'THE MAIN PART OF THE HOUSE, 40 FEET SOUTHEAST OF A 24 INCH PECAN, 32.5
 DK0106'FEET SOUTHWEST OF A 20 INCH PECAN, 46.5 FEET SOUTH SOUTHWEST OF A 16
 DK0106'INCH PECAN, 92 FEET SOUTH OF THE SOUTH WALL OF THE HOUSE, 30 FEET WEST
 DK0106'OF THE EXTENDED EAST WALL OF THE CLOSED IN PORCH, SET IN THE TOP OF A
 DK0106'10 INCH CONCRETE POST ABOUT LEVEL WITH THE GRAVELED ROAD AND IS 2
 DK0106'INCHES BELOW THE SURFACE OF THE GROUND.  TO REACH FROM THE T.Y.
 DK0106'FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY GO NORTHEAST ON
 DK0106'U.S. HIGHWAY 49E FOR 4.3 MILES TO A SIDE ROAD RIGHT ON THE SOUTH SIDE
 DK0106'OF BLACK BAYOU.  TURN RIGHT (NORTHEAST) AND CONTINUE ON AN ALL WEATHER
 DK0106'ROAD FOR 0.2 MILE TO A LARGE GREEN PAINTED HOUSE AND THE MARK ON THE
 DK0106'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0111 ***********************************************************************
 DK0111  DESIGNATION -  49 V 92 MSHD
 DK0111  PID         -  DK0111
 DK0111  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0111  USGS QUAD   -  GLENDORA (1983)
 DK0111
 DK0111                         *CURRENT SURVEY CONTROL
 DK0111  ___________________________________________________________________
 DK0111* NAD 83(1986)-  33 51 06.     (N)    090 18 45.     (W)     SCALED    
 DK0111* NAVD 88     -        44.077  (meters)     144.61   (feet)  ADJUSTED  
 DK0111  ___________________________________________________________________
 DK0111  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0111  DYNAMIC HT  -          44.033 (meters)     144.46  (feet)  COMP
 DK0111  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 DK0111
 DK0111  VERT ORDER  -  SECOND    CLASS 0
 DK0111
 DK0111.The horizontal coordinates were scaled from a topographic map and have
 DK0111.an estimated accuracy of +/- 6 seconds.
 DK0111
 DK0111.The orthometric height was determined by differential leveling
 DK0111.and adjusted in June 1991.
 DK0111
 DK0111.The geoid height was determined by GEOID03.
 DK0111
 DK0111.The dynamic height is computed by dividing the NAVD 88
 DK0111.geopotential number by the normal gravity value computed on the
 DK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0111.degrees latitude (g = 980.6199 gals.).
 DK0111
 DK0111.The modeled gravity was interpolated from observed gravity values.
 DK0111
 DK0111;                    North         East    Units  Estimated Accuracy
 DK0111;SPC MS W     -   482,500.      701,930.      MT  (+/- 180 meters Scaled)
 DK0111
 DK0111                          SUPERSEDED SURVEY CONTROL
 DK0111
 DK0111  NGVD 29 (??/??/??)   44.095  (m)          144.67   (f) ADJUSTED    2 0
 DK0111
 DK0111.Superseded values are not recommended for survey control.
 DK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0111.See file dsdata.txt to determine how the superseded data were derived.
 DK0111
 DK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT486489(NAD 83)
 DK0111_MARKER: DD = SURVEY DISK
 DK0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0111_STAMPING: BM 49V-92 1961
 DK0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0111+STABILITY: SURFACE MOTION
 DK0111
 DK0111  HISTORY     - Date     Condition        Report By
 DK0111  HISTORY     - 1961     MONUMENTED       MSHD
 DK0111  HISTORY     - 1968     GOOD             MSHD
 DK0111  HISTORY     - 1981     MARK NOT FOUND   USGS
 DK0111
 DK0111                          STATION DESCRIPTION
 DK0111
 DK0111'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0111'1.8 MI NW FROM GLENDORA.
 DK0111'THE MARK IS LOCATED 1.8 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0111'GLENDORA, 6.7 MILES SOUTHEAST OF WEBB IN THE NORTHEAST 1/4 OF SECTION
 DK0111'20, T 23N, R 1W AND ON LAND OWNED BY MARTHA B. LOWE.  (NOTE) THE
 DK0111'IMPLEMENT SHED MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 DK0111'DESTROYED.  IT IS 162.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49E,
 DK0111'81.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF AN IMPLEMENT SHED,
 DK0111'128.5 FEET EAST OF A POWER LINE POLE WITH A GUY WIRE, 26 FEET
 DK0111'SOUTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN
 DK0111'THE TOP OF A 10 INCH SQUARE CONCRETE POST, ABOUT 1 FOOT BELOW THE
 DK0111'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 DK0111'U.S. POST OFFICE IN WEBB GO SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR
 DK0111'0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49E.  TURN LEFT
 DK0111'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 49E FOR 6.4 MILES TO A SIDE
 DK0111'ROAD RIGHT ON THE NORTH SIDE OF TWO LARGE CHICKEN HOUSES.  CONTINUE
 DK0111'SOUTHEAST ON U.S. HIGHWAY 49E FOR 0.8 MILE TO AN IMPLEMENT SHED AND
 DK0111'THE MARK ON THE LEFT ACROSS THE ROAD FROM A GROUP OF FRAME HOUSES.
 DK0111
 DK0111                          STATION RECOVERY (1981)
 DK0111
 DK0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DK0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0112 ***********************************************************************
 DK0112  DESIGNATION -  49 V 93 MSHD
 DK0112  PID         -  DK0112
 DK0112  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0112  USGS QUAD   -  GLENDORA (1983)
 DK0112
 DK0112                         *CURRENT SURVEY CONTROL
 DK0112  ___________________________________________________________________
 DK0112* NAD 83(1986)-  33 51 43.     (N)    090 19 08.     (W)     SCALED    
 DK0112* NAVD 88     -        44.660  (meters)     146.52   (feet)  ADJUSTED  
 DK0112  ___________________________________________________________________
 DK0112  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0112  DYNAMIC HT  -          44.616 (meters)     146.38  (feet)  COMP
 DK0112  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 DK0112
 DK0112  VERT ORDER  -  SECOND    CLASS 0
 DK0112
 DK0112.The horizontal coordinates were scaled from a topographic map and have
 DK0112.an estimated accuracy of +/- 6 seconds.
 DK0112
 DK0112.The orthometric height was determined by differential leveling
 DK0112.and adjusted in June 1991.
 DK0112
 DK0112.The geoid height was determined by GEOID03.
 DK0112
 DK0112.The dynamic height is computed by dividing the NAVD 88
 DK0112.geopotential number by the normal gravity value computed on the
 DK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0112.degrees latitude (g = 980.6199 gals.).
 DK0112
 DK0112.The modeled gravity was interpolated from observed gravity values.
 DK0112
 DK0112;                    North         East    Units  Estimated Accuracy
 DK0112;SPC MS W     -   483,640.      701,340.      MT  (+/- 180 meters Scaled)
 DK0112
 DK0112                          SUPERSEDED SURVEY CONTROL
 DK0112
 DK0112  NGVD 29 (??/??/??)   44.679  (m)          146.58   (f) ADJUSTED    2 0
 DK0112
 DK0112.Superseded values are not recommended for survey control.
 DK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0112.See file dsdata.txt to determine how the superseded data were derived.
 DK0112
 DK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT480500(NAD 83)
 DK0112_MARKER: DD = SURVEY DISK
 DK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0112_STAMPING: BM 49V-93 1961
 DK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0112+STABILITY: SURFACE MOTION
 DK0112
 DK0112  HISTORY     - Date     Condition        Report By
 DK0112  HISTORY     - 1961     MONUMENTED       MSHD
 DK0112  HISTORY     - 1968     GOOD             MSHD
 DK0112
 DK0112                          STATION DESCRIPTION
 DK0112
 DK0112'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0112'2.3 MI NW FROM GLENDORA.
 DK0112'THE MARK IS LOCATED 2.3 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0112'GLENDORA NEAR THE NORTHWEST CORNER OF A FRAME HOUSE, 6.2 MILES
 DK0112'SOUTHEAST OF WEBB IN THE NORTHEAST 1/4 OF SECTION 17, T 23N, R 1W AND
 DK0112'ON LAND OWNED BY RALPH HAND.  IT IS 144 FEET EAST OF THE CENTER OF
 DK0112'U.S. HIGHWAY 49E, 2.5 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF
 DK0112'THE PORCH OF A FRAME HOUSE, 13.5 FEET WEST SOUTHWEST OF A WOODEN
 DK0112'CHIMNEY STAND, 44 FEET SOUTHWEST OF A PITCHER PUMP, 29 FEET NORTHEAST
 DK0112'OF AN 8 INCH CEDAR, 91 FEET NORTHEAST OF A POWER LINE POLE WITH A
 DK0112'TRANSFORMER, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 DK0112'10 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 DK0112'2 INCHES.  TO REACH FROM THE WEST TALLAHATCHIE HIGH SCHOOL AT THE
 DK0112'NORTHWEST EDGE OF WEBB GO SOUTHEAST ON U.S. HIGHWAY 49E FOR 0.3 MILE
 DK0112'TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 32.  CONTINUE SOUTHEAST ON
 DK0112'U.S. HIGHWAY 49E FOR 6.4 MILES TO A GROUP OF CHICKEN HOUSES ON THE
 DK0112'RIGHT AND A FRAME HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0113 ***********************************************************************
 DK0113  DESIGNATION -  49 V 94 MSHD
 DK0113  PID         -  DK0113
 DK0113  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0113  USGS QUAD   -  WEBB (1983)
 DK0113
 DK0113                         *CURRENT SURVEY CONTROL
 DK0113  ___________________________________________________________________
 DK0113* NAD 83(1986)-  33 52 41.     (N)    090 19 20.     (W)     SCALED    
 DK0113* NAVD 88     -        44.001  (meters)     144.36   (feet)  ADJUSTED  
 DK0113  ___________________________________________________________________
 DK0113  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0113  DYNAMIC HT  -          43.958 (meters)     144.22  (feet)  COMP
 DK0113  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 DK0113
 DK0113  VERT ORDER  -  SECOND    CLASS 0
 DK0113
 DK0113.The horizontal coordinates were scaled from a topographic map and have
 DK0113.an estimated accuracy of +/- 6 seconds.
 DK0113
 DK0113.The orthometric height was determined by differential leveling
 DK0113.and adjusted in June 1991.
 DK0113
 DK0113.The geoid height was determined by GEOID03.
 DK0113
 DK0113.The dynamic height is computed by dividing the NAVD 88
 DK0113.geopotential number by the normal gravity value computed on the
 DK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0113.degrees latitude (g = 980.6199 gals.).
 DK0113
 DK0113.The modeled gravity was interpolated from observed gravity values.
 DK0113
 DK0113;                    North         East    Units  Estimated Accuracy
 DK0113;SPC MS W     -   485,420.      701,030.      MT  (+/- 180 meters Scaled)
 DK0113
 DK0113                          SUPERSEDED SURVEY CONTROL
 DK0113
 DK0113  NGVD 29 (??/??/??)   44.020  (m)          144.42   (f) ADJUSTED    2 0
 DK0113
 DK0113.Superseded values are not recommended for survey control.
 DK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0113.See file dsdata.txt to determine how the superseded data were derived.
 DK0113
 DK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT476518(NAD 83)
 DK0113_MARKER: DD = SURVEY DISK
 DK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0113_STAMPING: BM 49V-94 1961
 DK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0113+STABILITY: SURFACE MOTION
 DK0113
 DK0113  HISTORY     - Date     Condition        Report By
 DK0113  HISTORY     - 1961     MONUMENTED       MSHD
 DK0113  HISTORY     - 1968     GOOD             MSHD
 DK0113  HISTORY     - 1981     MARK NOT FOUND   USGS
 DK0113
 DK0113                          STATION DESCRIPTION
 DK0113
 DK0113'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0113'3.3 MI NW FROM GLENDORA.
 DK0113'THE MARK IS LOCATED 3.3 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0113'GLENDORA NEAR THE SOUTHWEST CORNER OF THE STURDIVANTS CHAPEL CHURCH,
 DK0113'SURROUNDING LAND OWNED BY RALPH HAND, 5.2 MILES SOUTHEAST OF WEBB AND
 DK0113'IS IN THE SOUTHWEST 1/4 OF SECTION 8, T 23N, R 1W.  IT IS 4 FEET SOUTH
 DK0113'OF THE SOUTHWEST CORNER OF THE CHURCH, 23 FEET SOUTHWEST OF THE
 DK0113'SOUTHWEST CORNER OF THE CHURCH CHIMNEY, 119 FEET NORTHWEST OF A 5 FOOT
 DK0113'OAK, 151 FEET EAST OF A POWER LINE POLE, 194 FEET WEST OF THE WEST
 DK0113'EDGE OF SWAN LAKE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE
 DK0113'TOP OF A 10 INCH SQUARE CONCRETE POST AND IS ABOUT 6 INCHES BELOW THE
 DK0113'SURFACE OF THE GROUND.  TO REACH FROM THE WEST TALLAHATCHIE HIGH
 DK0113'SCHOOL AT THE NORTHWEST EDGE OF WEBB GO SOUTHEAST ON U.S. HIGHWAY 49E
 DK0113'FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI 32.  CONTINUE
 DK0113'SOUTHEAST ON U.S. HIGHWAY 49E FOR 5.3 MILES TO A DRIVEWAY ON THE LEFT.
 DK0113'TURN LEFT (EAST) AND CONTINUE ON THE DRIVEWAY PASSING ON THE SOUTH
 DK0113'SIDE OF A FRAME HOUSE FOR 0.1 MILE TO THE CHURCH AND THE MARK AS
 DK0113'DESCRIBED.
 DK0113
 DK0113                          STATION RECOVERY (1981)
 DK0113
 DK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DK0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0114 ***********************************************************************
 DK0114  DESIGNATION -  49 V 95 MSHD
 DK0114  PID         -  DK0114
 DK0114  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0114  USGS QUAD   -  WEBB (1983)
 DK0114
 DK0114                         *CURRENT SURVEY CONTROL
 DK0114  ___________________________________________________________________
 DK0114* NAD 83(1986)-  33 53 33.     (N)    090 19 00.     (W)     SCALED    
 DK0114* NAVD 88     -        44.246  (meters)     145.16   (feet)  ADJUSTED  
 DK0114  ___________________________________________________________________
 DK0114  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0114  DYNAMIC HT  -          44.203 (meters)     145.02  (feet)  COMP
 DK0114  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 DK0114
 DK0114  VERT ORDER  -  SECOND    CLASS 0
 DK0114
 DK0114.The horizontal coordinates were scaled from a topographic map and have
 DK0114.an estimated accuracy of +/- 6 seconds.
 DK0114
 DK0114.The orthometric height was determined by differential leveling
 DK0114.and adjusted in June 1991.
 DK0114
 DK0114.The geoid height was determined by GEOID03.
 DK0114
 DK0114.The dynamic height is computed by dividing the NAVD 88
 DK0114.geopotential number by the normal gravity value computed on the
 DK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0114.degrees latitude (g = 980.6199 gals.).
 DK0114
 DK0114.The modeled gravity was interpolated from observed gravity values.
 DK0114
 DK0114;                    North         East    Units  Estimated Accuracy
 DK0114;SPC MS W     -   487,020.      701,540.      MT  (+/- 180 meters Scaled)
 DK0114
 DK0114                          SUPERSEDED SURVEY CONTROL
 DK0114
 DK0114  NGVD 29 (??/??/??)   44.266  (m)          145.23   (f) ADJUSTED    2 0
 DK0114
 DK0114.Superseded values are not recommended for survey control.
 DK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0114.See file dsdata.txt to determine how the superseded data were derived.
 DK0114
 DK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT481534(NAD 83)
 DK0114_MARKER: DD = SURVEY DISK
 DK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0114_STAMPING: BM 49V-95 1961
 DK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0114+STABILITY: SURFACE MOTION
 DK0114
 DK0114  HISTORY     - Date     Condition        Report By
 DK0114  HISTORY     - 1961     MONUMENTED       MSHD
 DK0114  HISTORY     - 1968     GOOD             MSHD
 DK0114
 DK0114                          STATION DESCRIPTION
 DK0114
 DK0114'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0114'4.2 MI SE FROM WEBB.
 DK0114'THE MARK IS LOCATED 4.2 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0114'WEBB, 4.5 MILES NORTHWEST OF GLENDORA ON THE WEST BANK OF SWAN LAKE,
 DK0114'IN THE NORTHEAST 1/4 OF SECTION 5, T 23N, R 1W AND ON LAND OWNED BY
 DK0114'BERTHA HORTON.  IT IS APPROXIMATELY 250 FEET SOUTHEAST OF A CONCRETE
 DK0114'BRIDGE, 180 FEET EAST OF THE CENTER OF U.S. HIGHWAY 49E, 6.5 FEET
 DK0114'NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 32.5 FEET WEST NORTHWEST
 DK0114'OF THE NORTHEAST CORNER OF THE HOUSE, 49 FEET NORTHEAST OF A HAND
 DK0114'WATER PUMP, 121 FEET EAST SOUTHEAST OF A POWER LINE POLE WITH A GUY
 DK0114'WIRE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 10
 DK0114'INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 DK0114'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0114'WEBB GO SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE
 DK0114'INTERSECTION OF U.S. HIGHWAY 49E.  TURN LEFT (SOUTHEAST) AND CONTINUE
 DK0114'ON U.S. HIGHWAY 49E FOR 2.85 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 DK0114'SOUTHEAST ON U.S. HIGHWAY 49E FOR 1.2 MILES TO A DRIVEWAY LEADING TO A
 DK0114'GREEN ASBESTOS SIDING HOUSE JUST BEYOND A CONCRETE BRIDGE AND THE MARK
 DK0114'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0115 ***********************************************************************
 DK0115  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0115  DESIGNATION -  49 V 96 MSHD
 DK0115  PID         -  DK0115
 DK0115  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0115  USGS QUAD   -  WEBB (1983)
 DK0115
 DK0115                         *CURRENT SURVEY CONTROL
 DK0115  ___________________________________________________________________
 DK0115* NAD 83(2007)-  33 54 08.85398(N)    090 19 01.82927(W)     ADJUSTED  
 DK0115* NAVD 88     -        44.69   (meters)     146.6    (feet)  GPS OBS   
 DK0115  ___________________________________________________________________
 DK0115  EPOCH DATE  -        2002.00
 DK0115  X           -     -29,335.511 (meters)                     COMP
 DK0115  Y           -  -5,299,235.001 (meters)                     COMP
 DK0115  Z           -   3,537,482.123 (meters)                     COMP
 DK0115  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DK0115  ELLIP HEIGHT-          18.554 (meters)          (02/15/08) ADJUSTED
 DK0115  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0115  HORZ ORDER  -  FIRST
 DK0115  ELLP ORDER  -  FOURTH    CLASS II
 DK0115
 DK0115.The horizontal coordinates were established by GPS observations
 DK0115.and adjusted by the EMC INCORPORATED in February 2008.
 DK0115
 DK0115.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0115.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0115.The horizontal coordinates are valid at the epoch date displayed above.
 DK0115.The epoch date for horizontal control is a decimal equivalence
 DK0115.of Year/Month/Day.
 DK0115
 DK0115.The orthometric height was determined by GPS observations and a
 DK0115.high-resolution geoid model.
 DK0115.The orthometric height was determined by GPS observations and a
 DK0115.high-resolution geoid model using precise GPS observation and
 DK0115.processing techniques. It supersedes the leveled height previously
 DK0115.determined for this station.
 DK0115
 DK0115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0115
 DK0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0115
 DK0115.The ellipsoidal height was determined by GPS observations
 DK0115.and is referenced to NAD 83.
 DK0115
 DK0115.The geoid height was determined by GEOID03.
 DK0115
 DK0115;                    North         East     Units Scale Factor Converg.
 DK0115;SPC MS W     -   488,128.530   701,494.432   MT  0.99995003   +0 00 32.4
 DK0115;SPC MS W     - 1,601,468.35  2,301,486.32   sFT  0.99995003   +0 00 32.4
 DK0115;UTM  15      - 3,754,581.883   748,070.426   MT  1.00035869   +1 29 49.9
 DK0115
 DK0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0115!SPC MS W     -   0.99999709  x   0.99995003  =   0.99994712
 DK0115!UTM  15      -   0.99999709  x   1.00035869  =   1.00035578
 DK0115
 DK0115                          SUPERSEDED SURVEY CONTROL
 DK0115
 DK0115  NAVD 88 (06/15/91)   44.781  (m)          146.92   (f) ADJUSTED    2 0
 DK0115  NGVD 29 (??/??/??)   44.801  (m)          146.98   (f) ADJUSTED    2 0
 DK0115
 DK0115.Superseded values are not recommended for survey control.
 DK0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0115.See file dsdata.txt to determine how the superseded data were derived.
 DK0115
 DK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4807054582(NAD 83)
 DK0115_MARKER: DD = SURVEY DISK
 DK0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0115_STAMPING: BM 49V-96 1961
 DK0115_MARK LOGO: NONE  
 DK0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0115+STABILITY: SURFACE MOTION
 DK0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0115+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 DK0115
 DK0115  HISTORY     - Date     Condition        Report By
 DK0115  HISTORY     - 1961     MONUMENTED       MSHD
 DK0115  HISTORY     - 1968     GOOD             MSHD
 DK0115  HISTORY     - 20070206 GOOD             EMCINC
 DK0115
 DK0115                          STATION DESCRIPTION
 DK0115
 DK0115'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0115'3.4 MI SE FROM WEBB.
 DK0115'THE MARK IS LOCATED 3.4 MILE SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0115'WEBB ON THE WEST RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD TRACK,
 DK0115'5.2 MILES NORTHWEST OF WEBB, 0.1 MILE EAST OF HIGHWAY 49E, IN THE
 DK0115'SOUTHWEST ANGLE OF A FIELD ROAD CROSSING THE ILLINOIS CENTRAL RAILROAD
 DK0115'TRACK AND IS IN THE SOUTHEAST 1/4 OF SECTION 32, T 24N, R 1W. IT IS 32
 DK0115'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 19 FEET SOUTH OF THE
 DK0115'CENTER OF THE FIELD ROAD, 27.5 FEET WEST OF THE WEST RAIL, 3 FEET
 DK0115'NORTH NORTHEAST OF A TELEPHONE LINE POLE, 2.5 FEET SOUTH OF A METAL
 DK0115'WITNESS POST, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 4
 DK0115'FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND. TO
 DK0115'REACH FROM THE U.S. POST OFFICE IN WEBB GO SOUTHWEST ON MISSISSIPPI
 DK0115'HIGHWAY 32 FOR 0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49E. TURN
 DK0115'LEFT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 49E FOR 2.85 MILES TO A
 DK0115'SIDE ROAD RIGHT AND A COTTON GIN ON THE LEFT. CONTINUE SOUTHEAST ON
 DK0115'U.S. HIGHWAY 49E FOR 0.65 MILE TO A FIELD ROAD ON THE LEFT. TURN LEFT
 DK0115'(EAST) AND CONTINUE ON THE FIELD ROAD FOR 0.1 MILE TO THE ILLINOIS
 DK0115'CENTRAL RAILROAD TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0115
 DK0115                          STATION RECOVERY (2007)
 DK0115
 DK0115'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0120 ***********************************************************************
 DK0120  DESIGNATION -  49 V 97 MSHD
 DK0120  PID         -  DK0120
 DK0120  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0120  USGS QUAD   -  WEBB (1983)
 DK0120
 DK0120                         *CURRENT SURVEY CONTROL
 DK0120  ___________________________________________________________________
 DK0120* NAD 83(1986)-  33 55 44.     (N)    090 20 06.     (W)     SCALED    
 DK0120* NAVD 88     -        46.111  (meters)     151.28   (feet)  ADJUSTED  
 DK0120  ___________________________________________________________________
 DK0120  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0120  DYNAMIC HT  -          46.066 (meters)     151.13  (feet)  COMP
 DK0120  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 DK0120
 DK0120  VERT ORDER  -  SECOND    CLASS 0
 DK0120
 DK0120.The horizontal coordinates were scaled from a topographic map and have
 DK0120.an estimated accuracy of +/- 6 seconds.
 DK0120
 DK0120.The orthometric height was determined by differential leveling
 DK0120.and adjusted in June 1991.
 DK0120
 DK0120.The geoid height was determined by GEOID03.
 DK0120
 DK0120.The dynamic height is computed by dividing the NAVD 88
 DK0120.geopotential number by the normal gravity value computed on the
 DK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0120.degrees latitude (g = 980.6199 gals.).
 DK0120
 DK0120.The modeled gravity was interpolated from observed gravity values.
 DK0120
 DK0120;                    North         East    Units  Estimated Accuracy
 DK0120;SPC MS W     -   491,060.      699,850.      MT  (+/- 180 meters Scaled)
 DK0120
 DK0120                          SUPERSEDED SURVEY CONTROL
 DK0120
 DK0120  NGVD 29 (??/??/??)   46.126  (m)          151.33   (f) ADJUSTED    2 0
 DK0120
 DK0120.Superseded values are not recommended for survey control.
 DK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0120.See file dsdata.txt to determine how the superseded data were derived.
 DK0120
 DK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT463574(NAD 83)
 DK0120_MARKER: DD = SURVEY DISK
 DK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0120_STAMPING: BM 49V-97 1961
 DK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0120+STABILITY: SURFACE MOTION
 DK0120
 DK0120  HISTORY     - Date     Condition        Report By
 DK0120  HISTORY     - 1961     MONUMENTED       MSHD
 DK0120  HISTORY     - 1968     GOOD             MSHD
 DK0120
 DK0120                          STATION DESCRIPTION
 DK0120
 DK0120'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0120'1.5 MI SE FROM WEBB.
 DK0120'THE MARK IS LOCATED 1.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0120'WEBB, IN THE SOUTHEAST ANGLE OF THE CROSSING OF A FIELD ROAD WITH THE
 DK0120'ILLINOIS CENTRAL RAILROAD TRACK, 7 MILES NORTHWEST OF GLENDORA AND IS
 DK0120'IN THE SOUTHEAST 1/4 OF SECTION 19, T 29N, R 1W.  IT IS 123 FEET EAST
 DK0120'OF THE CENTER OF U.S. HIGHWAY 49E, 25 FEET SOUTHEAST OF THE CENTER OF
 DK0120'THE CROSSING, 13 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 18.5 FEET
 DK0120'EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 11 FEET
 DK0120'WEST OF THE WEST BANK OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 DK0120'RAILROAD TRACK, 11 FEET WEST OF THE WEST BANK OF A DITCH, 2.5 FEET
 DK0120'SOUTH OF A POLE WITHOUT ANY WIRES, 2 FEET NORTH NORTHEAST OF A METAL
 DK0120'WITNESS POST, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, ABOUT
 DK0120'2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.  TO REACH
 DK0120'FROM THE U.S. POST OFFICE IN WEBB GO SOUTHWEST ON MISSISSIPPI HIGHWAY
 DK0120'32 FOR 0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49E.  TURN LEFT
 DK0120'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 49E FOR 1.3 MILES TO A FIELD
 DK0120'ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0121 ***********************************************************************
 DK0121  DESIGNATION -  49 V 98 MSHD
 DK0121  PID         -  DK0121
 DK0121  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0121  USGS QUAD   -  WEBB (1983)
 DK0121
 DK0121                         *CURRENT SURVEY CONTROL
 DK0121  ___________________________________________________________________
 DK0121* NAD 83(1986)-  33 56 01.     (N)    090 20 18.     (W)     SCALED    
 DK0121* NAVD 88     -        45.638  (meters)     149.73   (feet)  ADJUSTED  
 DK0121  ___________________________________________________________________
 DK0121  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0121  DYNAMIC HT  -          45.593 (meters)     149.58  (feet)  COMP
 DK0121  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 DK0121
 DK0121  VERT ORDER  -  SECOND    CLASS 0
 DK0121
 DK0121.The horizontal coordinates were scaled from a topographic map and have
 DK0121.an estimated accuracy of +/- 6 seconds.
 DK0121
 DK0121.The orthometric height was determined by differential leveling
 DK0121.and adjusted in June 1991.
 DK0121
 DK0121.The geoid height was determined by GEOID03.
 DK0121
 DK0121.The dynamic height is computed by dividing the NAVD 88
 DK0121.geopotential number by the normal gravity value computed on the
 DK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0121.degrees latitude (g = 980.6199 gals.).
 DK0121
 DK0121.The modeled gravity was interpolated from observed gravity values.
 DK0121
 DK0121;                    North         East    Units  Estimated Accuracy
 DK0121;SPC MS W     -   491,580.      699,540.      MT  (+/- 180 meters Scaled)
 DK0121
 DK0121                          SUPERSEDED SURVEY CONTROL
 DK0121
 DK0121  NGVD 29 (??/??/??)   45.652  (m)          149.78   (f) ADJUSTED    2 0
 DK0121
 DK0121.Superseded values are not recommended for survey control.
 DK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0121.See file dsdata.txt to determine how the superseded data were derived.
 DK0121
 DK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT460579(NAD 83)
 DK0121_MARKER: DD = SURVEY DISK
 DK0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0121_STAMPING: BM 49V-98 1961
 DK0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0121+STABILITY: SURFACE MOTION
 DK0121
 DK0121  HISTORY     - Date     Condition        Report By
 DK0121  HISTORY     - 1961     MONUMENTED       MSHD
 DK0121  HISTORY     - 1968     GOOD             MSHD
 DK0121
 DK0121                          STATION DESCRIPTION
 DK0121
 DK0121'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0121'0.9 MI S FROM WEBB.
 DK0121'THE MARK IS LOCATED 0.9 MILE SOUTH OF THE APPROXIMATE CENTER OF WEBB
 DK0121'NEAR THE EAST FENCE AROUND A POWER SUB-STATION AND IS IN THE NORTHWEST
 DK0121'1/4 OF SECTION 19, T 24N, R 2W.  IT IS 221 FEET WEST SOUTHWEST OF THE
 DK0121'CENTER OF U.S. HIGHWAY 49E, 36.5 FEET NORTH OF THE SOUTHEAST CORNER OF
 DK0121'THE CYCLONE FENCE AROUND A POWER SUB-STATION, 2 FEET EAST NORTHEAST OF
 DK0121'A METAL WITNESS POST AND A FENCE SET IN THE TOP OF A 10 INCH SQUARE
 DK0121'CONCRETE POST ABOUT LEVEL WITH HIGHWAY AND IS 2 INCHES BELOW THE
 DK0121'SURFACE OF THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN WEBB GO
 DK0121'SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE INTERSECTION
 DK0121'OF U.S. HIGHWAY 49E.  TURN LEFT (SOUTHEAST) AND CONTINUE ON U.S.
 DK0121'HIGHWAY 49E FOR 0.8 MILE TO A POWER SUB-STATION AND THE MARK ON THE
 DK0121'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0122 ***********************************************************************
 DK0122  DESIGNATION -  49 V 99 MSHD
 DK0122  PID         -  DK0122
 DK0122  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0122  USGS QUAD   -  WEBB (1983)
 DK0122
 DK0122                         *CURRENT SURVEY CONTROL
 DK0122  ___________________________________________________________________
 DK0122* NAD 83(1986)-  33 56 57.     (N)    090 21 13.     (W)     SCALED    
 DK0122* NAVD 88     -        45.765  (meters)     150.15   (feet)  ADJUSTED  
 DK0122  ___________________________________________________________________
 DK0122  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK0122  DYNAMIC HT  -          45.720 (meters)     150.00  (feet)  COMP
 DK0122  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 DK0122
 DK0122  VERT ORDER  -  SECOND    CLASS 0
 DK0122
 DK0122.The horizontal coordinates were scaled from a topographic map and have
 DK0122.an estimated accuracy of +/- 6 seconds.
 DK0122
 DK0122.The orthometric height was determined by differential leveling
 DK0122.and adjusted in June 1991.
 DK0122
 DK0122.The geoid height was determined by GEOID03.
 DK0122
 DK0122.The dynamic height is computed by dividing the NAVD 88
 DK0122.geopotential number by the normal gravity value computed on the
 DK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0122.degrees latitude (g = 980.6199 gals.).
 DK0122
 DK0122.The modeled gravity was interpolated from observed gravity values.
 DK0122
 DK0122;                    North         East    Units  Estimated Accuracy
 DK0122;SPC MS W     -   493,310.      698,130.      MT  (+/- 180 meters Scaled)
 DK0122
 DK0122                          SUPERSEDED SURVEY CONTROL
 DK0122
 DK0122  NGVD 29 (??/??/??)   45.770  (m)          150.16   (f) ADJUSTED    2 0
 DK0122
 DK0122.Superseded values are not recommended for survey control.
 DK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0122.See file dsdata.txt to determine how the superseded data were derived.
 DK0122
 DK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT445596(NAD 83)
 DK0122_MARKER: DD = SURVEY DISK
 DK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0122_STAMPING: BM 49V-99 1961
 DK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0122+STABILITY: SURFACE MOTION
 DK0122
 DK0122  HISTORY     - Date     Condition        Report By
 DK0122  HISTORY     - 1961     MONUMENTED       MSHD
 DK0122  HISTORY     - 1968     GOOD             MSHD
 DK0122
 DK0122                          STATION DESCRIPTION
 DK0122
 DK0122'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0122'0.5 MI NW FROM WEBB.
 DK0122'THE MARK IS LOCATED 0.5 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0122'WEBB NEAR THE SOUTH CORNER OF THE OFFICE OF THE SUPERINTENDENT FOR THE
 DK0122'WEST TALLAHATCHIE HIGH SCHOOL, 2.0 MILES SOUTHEAST OF SUMNER IN THE
 DK0122'SOUTHEAST 1/4 OF SECTION 13, T 24N, R 2W.  IT IS 192 FEET NORTHEAST OF
 DK0122'THE CENTER OF U.S. HIGHWAY 49E, 119 FEET SOUTHEAST OF THE CENTER OF A
 DK0122'BLACKTOP ROAD, 63 FEET NORTHWEST OF THE NORTHWEST EDGE OF A DITCH, 2
 DK0122'FEET EAST OF THE SOUTH CORNER OF THE BUILDING IS SET IN THE TOP OF A
 DK0122'10 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 DK0122'WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN WEBB GO
 DK0122'SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE INTERSECTION
 DK0122'OF U.S. HIGHWAY 49E.  TURN RIGHT (NORTHWEST) AND CONTINUE ON U.S.
 DK0122'HIGHWAY 49E FOR 0.25 MILE TO THE WEST TALLAHATCHIE HIGH SCHOOL
 DK0122'SUPERINTENDENTS OFFICE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8603 ***********************************************************************
 DJ8603  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8603  DESIGNATION -  49 V 99 MSHDX
 DJ8603  PID         -  DJ8603
 DJ8603  STATE/COUNTY-  MS/TALLAHATCHIE
 DJ8603  USGS QUAD   -  WEBB (1983)
 DJ8603
 DJ8603                         *CURRENT SURVEY CONTROL
 DJ8603  ___________________________________________________________________
 DJ8603* NAD 83(2007)-  33 56 49.79086(N)    090 21 06.71980(W)     ADJUSTED  
 DJ8603* NAVD 88     -        45.70   (meters)     149.9    (feet)  GPS OBS   
 DJ8603  ___________________________________________________________________
 DJ8603  EPOCH DATE  -        2002.00
 DJ8603  X           -     -32,527.129 (meters)                     COMP
 DJ8603  Y           -  -5,296,449.649 (meters)                     COMP
 DJ8603  Z           -   3,541,597.252 (meters)                     COMP
 DJ8603  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DJ8603  ELLIP HEIGHT-          19.524 (meters)          (02/15/08) ADJUSTED
 DJ8603  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DJ8603  HORZ ORDER  -  FIRST
 DJ8603  ELLP ORDER  -  FOURTH    CLASS II
 DJ8603
 DJ8603.The horizontal coordinates were established by GPS observations
 DJ8603.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8603
 DJ8603.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8603.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8603.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8603.The epoch date for horizontal control is a decimal equivalence
 DJ8603.of Year/Month/Day.
 DJ8603
 DJ8603.The orthometric height was determined by GPS observations and a
 DJ8603.high-resolution geoid model.
 DJ8603.The orthometric height was determined by GPS observations and a
 DJ8603.high-resolution geoid model using precise GPS observation and
 DJ8603.processing techniques.
 DJ8603
 DJ8603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8603
 DJ8603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8603
 DJ8603.The ellipsoidal height was determined by GPS observations
 DJ8603.and is referenced to NAD 83.
 DJ8603
 DJ8603.The geoid height was determined by GEOID03.
 DJ8603
 DJ8603;                    North         East     Units Scale Factor Converg.
 DJ8603;SPC MS W     -   493,087.009   698,286.833   MT  0.99995004   -0 00 37.3
 DJ8603;SPC MS W     - 1,617,736.30  2,290,962.72   sFT  0.99995004   -0 00 37.3
 DJ8603;UTM  15      - 3,759,457.279   744,733.733   MT  1.00033841   +1 28 46.3
 DJ8603
 DJ8603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8603!SPC MS W     -   0.99999694  x   0.99995004  =   0.99994698
 DJ8603!UTM  15      -   0.99999694  x   1.00033841  =   1.00033534
 DJ8603
 DJ8603                          SUPERSEDED SURVEY CONTROL
 DJ8603
 DJ8603.No superseded survey control is available for this station.
 DJ8603
 DJ8603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4473459457(NAD 83)
 DJ8603_MARKER: I = METAL ROD
 DJ8603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8603+WITH SETTING: INFORMATION.
 DJ8603_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8603_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8603+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2007
 DJ8603_ROD/PIPE-DEPTH:  0.6 meters
 DJ8603
 DJ8603  HISTORY     - Date     Condition        Report By
 DJ8603  HISTORY     - 20070102 MONUMENTED       EMCINC
 DJ8603
 DJ8603                          STATION DESCRIPTION
 DJ8603
 DJ8603'DESCRIBED BY EMC INCORPORATED 2007
 DJ8603'SET EAST SIDE OF HIGHWAY 49 AND SOUTH OF HIGH SCHOOL ROAD. SET 1/2 IN
 DJ8603'IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
 DJ8603' 
 DJ8603'TO REACH MARK FROM US POST OFFICE IN WEBB, MS, GO WEST ON HIGHWAY 32
 DJ8603'FOR 0.2 MI (0.3 KM) TO HWT 49E, TURN RIGHT AND GO NORTH 0.25 MI (0.4
 DJ8603'KM) TO MARK ON RIGHT. LOCATED 26' AT 48 DEG.  FROM CENTERLINE HIGHWAY
 DJ8603'49, 116' AT 135 DEG.  FROM CENTERLINE HIGH SCHOOL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0423 ***********************************************************************
 CP0423  DESIGNATION -  49 V B
 CP0423  PID         -  CP0423
 CP0423  STATE/COUNTY-  MS/HINDS
 CP0423  USGS QUAD   -  JACKSON (1998)
 CP0423
 CP0423                         *CURRENT SURVEY CONTROL
 CP0423  ___________________________________________________________________
 CP0423* NAD 83(1986)-  32 19 37.     (N)    090 10 54.     (W)     SCALED    
 CP0423* NAVD 88     -       104.754  (meters)     343.68   (feet)  ADJUSTED  
 CP0423  ___________________________________________________________________
 CP0423  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0423  DYNAMIC HT  -         104.637 (meters)     343.30  (feet)  COMP
 CP0423  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CP0423
 CP0423  VERT ORDER  -  FIRST     CLASS I
 CP0423
 CP0423.The horizontal coordinates were scaled from a topographic map and have
 CP0423.an estimated accuracy of +/- 6 seconds.
 CP0423
 CP0423.The orthometric height was determined by differential leveling
 CP0423.and adjusted in June 1991.
 CP0423
 CP0423.The geoid height was determined by GEOID03.
 CP0423
 CP0423.The dynamic height is computed by dividing the NAVD 88
 CP0423.geopotential number by the normal gravity value computed on the
 CP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0423.degrees latitude (g = 980.6199 gals.).
 CP0423
 CP0423.The modeled gravity was interpolated from observed gravity values.
 CP0423
 CP0423;                    North         East    Units  Estimated Accuracy
 CP0423;SPC MS W     -   313,410.      714,280.      MT  (+/- 180 meters Scaled)
 CP0423
 CP0423                          SUPERSEDED SURVEY CONTROL
 CP0423
 CP0423  NGVD 29 (??/??/??)  104.764  (m)          343.71   (f) ADJUSTED    1 1
 CP0423
 CP0423.Superseded values are not recommended for survey control.
 CP0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0423.See file dsdata.txt to determine how the superseded data were derived.
 CP0423
 CP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR653801(NAD 83)
 CP0423_MARKER: DB = BENCH MARK DISK
 CP0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0423_SP_SET: 47 FT.
 CP0423_STAMPING: 49V-B 1968
 CP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0423+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2001
 CP0423
 CP0423  HISTORY     - Date     Condition        Report By
 CP0423  HISTORY     - 1968     MONUMENTED       CGS
 CP0423  HISTORY     - 1978     GOOD             MSHD
 CP0423  HISTORY     - 1987     GOOD             USPSQD
 CP0423  HISTORY     - 1990     GOOD             USPSQD
 CP0423  HISTORY     - 20010123 GOOD             NGS
 CP0423
 CP0423                          STATION DESCRIPTION
 CP0423
 CP0423'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0423'1.85 MI N FROM JACKSON.
 CP0423'THE MARK IS LOCATED 1.85 MILES NORTH OF THE CENTER OF DOWNTOWN JACKSON
 CP0423'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF WOODROW WILSON DRIVE AND
 CP0423'NORTHWEST STREET NEAR THE SOUTHWEST CORNER OF THE MISSISSIPPI STATE
 CP0423'HIGHWAY DEPARTMENT LABORATORY BUILDING IN THE SOUTHEAST 1/4 OF SECTION
 CP0423'27, T 6N, R 1E.  IT IS 67.5 FEET EAST OF THE CENTER OF WEST STREET, 49
 CP0423'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF WOODROW WILSON
 CP0423'DRIVE, 23.5 FEET NORTHEAST OF A STEEL POLE SUPPORTING THE SIGNAL LIGHT
 CP0423'CABLE AND CONTROL BOX, 5 FEET SOUTH OF THE SOUTHWEST CORNER AND ON
 CP0423'LINE WITH THE WEST WALL OF THE LABORATORY BUILDING, 5 FEET EAST OF THE
 CP0423'SOUTHWEST CORNER OF A BRICK WALL SURROUNDING A FLOWER BED. IT IS A
 CP0423'DISK ON TOP OF A 5/8 IN. COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CP0423'OF 47 FEET AND IS ENCASED IN A 6 INCH CAST IRON SLEEVE AND IS 6 INCHES
 CP0423'BELOW THE GROUND.  NOTE-- TO REACH FROM THE MAIN POST OFFICE IN
 CP0423'JACKSON GO NORTH ON NORTHWEST STREET FOR 1.95 MILES TO THE
 CP0423'INTERSECTION OF WOODROW WILSON DRIVE AND THE MARK AS DESCRIBED.
 CP0423
 CP0423                          STATION RECOVERY (1987)
 CP0423
 CP0423'RECOVERY NOTE BY US POWER SQUADRON 1987 (BHN)
 CP0423'RECOVERED IN GOOD CONDITION.
 CP0423
 CP0423                          STATION RECOVERY (1990)
 CP0423
 CP0423'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0423'RECOVERED IN GOOD CONDITION.
 CP0423
 CP0423                          STATION RECOVERY (2001)
 CP0423
 CP0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 CP0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0783 ***********************************************************************
 EH0783  DESIGNATION -  49/50
 EH0783  PID         -  EH0783
 EH0783  STATE/COUNTY-  MS/TUNICA
 EH0783  USGS QUAD   -  HELENA (1982)
 EH0783
 EH0783                         *CURRENT SURVEY CONTROL
 EH0783  ___________________________________________________________________
 EH0783* NAD 83(1986)-  34 35 24.     (N)    090 31 18.     (W)     SCALED    
 EH0783* NAVD 88     -        57.492  (meters)     188.62   (feet)  ADJUSTED  
 EH0783  ___________________________________________________________________
 EH0783  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0783  DYNAMIC HT  -          57.437 (meters)     188.44  (feet)  COMP
 EH0783  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EH0783
 EH0783  VERT ORDER  -  FIRST     CLASS II
 EH0783
 EH0783.The horizontal coordinates were scaled from a topographic map and have
 EH0783.an estimated accuracy of +/- 6 seconds.
 EH0783
 EH0783.The orthometric height was determined by differential leveling
 EH0783.and adjusted in June 1991.
 EH0783
 EH0783.The geoid height was determined by GEOID03.
 EH0783
 EH0783.The dynamic height is computed by dividing the NAVD 88
 EH0783.geopotential number by the normal gravity value computed on the
 EH0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0783.degrees latitude (g = 980.6199 gals.).
 EH0783
 EH0783.The modeled gravity was interpolated from observed gravity values.
 EH0783
 EH0783;                    North         East    Units  Estimated Accuracy
 EH0783;SPC MS W     -   564,410.      682,720.      MT  (+/- 180 meters Scaled)
 EH0783
 EH0783                          SUPERSEDED SURVEY CONTROL
 EH0783
 EH0783  NGVD 29 (??/??/??)   57.533  (m)          188.76   (f) ADJUSTED    1 2
 EH0783
 EH0783.Superseded values are not recommended for survey control.
 EH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0783.See file dsdata.txt to determine how the superseded data were derived.
 EH0783
 EH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU273303(NAD 83)
 EH0783_MARKER: DD = SURVEY DISK
 EH0783_SETTING: 0 = UNSPECIFIED SETTING
 EH0783_STAMPING: BM 49/50 (USED)
 EH0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0783
 EH0783  HISTORY     - Date     Condition        Report By
 EH0783  HISTORY     - UNK      MONUMENTED       DOD
 EH0783  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0783
 EH0783                          STATION DESCRIPTION
 EH0783
 EH0783'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 EH0783'13.95 MI SW FROM TUNICA.
 EH0783'TO REACH FORM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0783'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0783'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0783'FOR 3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0783'3.65 MILES TO A SIDE RIGHT AT THE END OF THE BLACKTOP, TURN RIGHT
 EH0783'(WEST) AND CONTINUE ON A BLACKTOP ROAD TO A CURVE LEFT AND A SIDE ROAD
 EH0783'RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 0.4
 EH0783'MILE TO THE MISSISSIPPI RIVER LEVEE, TURN LEFT (WEST) AND CONTINUE ON
 EH0783'THE LEVEE FOR 0.35 MILE TO A CURVE AND A SIDE ROAD LEFT RUNNING DOWN
 EH0783'THE SIDE OF THE LEVEE, TURN LEFT (EAST) AND CONTINUE ON A TRACK ROAD
 EH0783'FOR APPROXIMATELY 150 FEET TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 EH0783'SOUTHEAST ON A TRACK ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 EH0783'DESCRIBED.  IT IS 480 FEET EAST-SOUTHEAST OF THE CENTER OF THE TOP OF
 EH0783'THE LEVEE AT THE CENTER OF THE CURVE, 454 FEET EAST-SOUTHEAST OF
 EH0783'MILEPOST 49/50, 383 FEET NORTHWEST OF REF 49/50, 161 FEET
 EH0783'WEST-NORTHWEST OF A FENCE CORNER, AND 1.9 FEET SOUTH-SOUTHEAST OF A
 EH0783'METAL WITNESS POST.
 EH0783
 EH0783                          STATION RECOVERY (1978)
 EH0783
 EH0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0784 ***********************************************************************
 EH0784  DESIGNATION -  49/50 REF
 EH0784  PID         -  EH0784
 EH0784  STATE/COUNTY-  MS/TUNICA
 EH0784  USGS QUAD   -  HELENA (1982)
 EH0784
 EH0784                         *CURRENT SURVEY CONTROL
 EH0784  ___________________________________________________________________
 EH0784* NAD 83(1986)-  34 35 21.     (N)    090 31 18.     (W)     SCALED    
 EH0784* NAVD 88     -        57.436  (meters)     188.44   (feet)  ADJUSTED  
 EH0784  ___________________________________________________________________
 EH0784  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0784  DYNAMIC HT  -          57.381 (meters)     188.26  (feet)  COMP
 EH0784  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EH0784
 EH0784  VERT ORDER  -  FIRST     CLASS II
 EH0784
 EH0784.The horizontal coordinates were scaled from a topographic map and have
 EH0784.an estimated accuracy of +/- 6 seconds.
 EH0784
 EH0784.The orthometric height was determined by differential leveling
 EH0784.and adjusted in June 1991.
 EH0784
 EH0784.The geoid height was determined by GEOID03.
 EH0784
 EH0784.The dynamic height is computed by dividing the NAVD 88
 EH0784.geopotential number by the normal gravity value computed on the
 EH0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0784.degrees latitude (g = 980.6199 gals.).
 EH0784
 EH0784.The modeled gravity was interpolated from observed gravity values.
 EH0784
 EH0784;                    North         East    Units  Estimated Accuracy
 EH0784;SPC MS W     -   564,320.      682,720.      MT  (+/- 180 meters Scaled)
 EH0784
 EH0784                          SUPERSEDED SURVEY CONTROL
 EH0784
 EH0784  NGVD 29 (??/??/??)   57.478  (m)          188.58   (f) ADJUSTED    1 2
 EH0784
 EH0784.Superseded values are not recommended for survey control.
 EH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0784.See file dsdata.txt to determine how the superseded data were derived.
 EH0784
 EH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU273302(NAD 83)
 EH0784_MARKER: DD = SURVEY DISK
 EH0784_SETTING: 0 = UNSPECIFIED SETTING
 EH0784_STAMPING: REF 49/50 (USED)
 EH0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0784
 EH0784  HISTORY     - Date     Condition        Report By
 EH0784  HISTORY     - UNK      MONUMENTED       DOD
 EH0784  HISTORY     - 1966     GOOD             MSHD
 EH0784
 EH0784                          STATION DESCRIPTION
 EH0784
 EH0784'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0784'14.05 MI SW FROM TUNICA.
 EH0784'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0784'STREET RUNNING PARALLEL WITH THE WEST SIDE OF A RAILROAD TRACK FOR 0.1
 EH0784'MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0784'3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.65
 EH0784'MILES TO A SIDE ROAD RIGHT AT THE END OF THE BLACKTOP, TURN RIGHT
 EH0784'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 6.05 MILES TO A CURVE LEFT
 EH0784'AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0784'ALL-WEATHER ROAD FOR 0.4 MILE TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0784'LEFT (WEST) AND CONTINUE ON THE LEVEE FOR 0.35 MILE TO A CURVE AND A
 EH0784'SIDE ROAD LEFT RUNNING DOWN THE SIDE OF THE LEVEE, TURN LEFT (EAST)
 EH0784'AND CONTINUE ON A TRACK ROAD FOR APPROXIMATELY 150 FEET TO A FORK,
 EH0784'TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST ON A TRACK ROAD FOR 0.15
 EH0784'MILE TO THE MARK ON THE LEFT CENTERED BETWEEN TWO WHITE METAL POST. IT
 EH0784'IS 133 YARDS EAST OF THE CENTER OF THE TOP OF THE LEVEE, 383 FEET
 EH0784'SOUTHEAST OF BM 49/50 USE, 266 FEET SOUTH OF A FENCE CORNER, 67.5 FEET
 EH0784'WEST-SOUTHWEST OF A FENCE, 29 FEET EAST OF THE CENTER OF A TRACK ROAD,
 EH0784'AND 1.7 FEET EAST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0382 ***********************************************************************
 CP0382  DESIGNATION -  5 30 1948 1961
 CP0382  PID         -  CP0382
 CP0382  STATE/COUNTY-  MS/HINDS
 CP0382  USGS QUAD   -  CLINTON (1980)
 CP0382
 CP0382                         *CURRENT SURVEY CONTROL
 CP0382  ___________________________________________________________________
 CP0382* NAD 83(1993)-  32 18 24.38645(N)    090 19 05.01186(W)     ADJUSTED  
 CP0382* NAVD 88     -        86.224  (meters)     282.89   (feet)  ADJUSTED  
 CP0382  ___________________________________________________________________
 CP0382  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CP0382  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0382  DYNAMIC HT  -          86.125 (meters)     282.56  (feet)  COMP
 CP0382  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CP0382
 CP0382  HORZ ORDER  -  THIRD
 CP0382  VERT ORDER  -  FIRST     CLASS I
 CP0382
 CP0382.The horizontal coordinates were established by classical geodetic methods
 CP0382.and adjusted by the National Geodetic Survey in May 1994.
 CP0382
 CP0382.The orthometric height was determined by differential leveling
 CP0382.and adjusted in June 1991.
 CP0382
 CP0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0382
 CP0382.The geoid height was determined by GEOID03.
 CP0382
 CP0382.The dynamic height is computed by dividing the NAVD 88
 CP0382.geopotential number by the normal gravity value computed on the
 CP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0382.degrees latitude (g = 980.6199 gals.).
 CP0382
 CP0382.The modeled gravity was interpolated from observed gravity values.
 CP0382
 CP0382;                    North         East     Units Scale Factor Converg.
 CP0382;SPC MS W     -   311,165.718   701,438.436   MT  0.99995003   +0 00 29.4
 CP0382;SPC MS W     - 1,020,882.86  2,301,302.60   sFT  0.99995003   +0 00 29.4
 CP0382;UTM  15      - 3,577,600.122   752,516.426   MT  1.00038640   +1 26 02.9
 CP0382
 CP0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0382!SPC MS W     -   0.99999061  x   0.99995003  =   0.99994064
 CP0382!UTM  15      -   0.99999061  x   1.00038640  =   1.00037701
 CP0382
 CP0382|---------------------------------------------------------------------|
 CP0382| PID    Reference Object                     Distance      Geod. Az  |
 CP0382|                                                           dddmmss.s |
 CP0382| CP0384 5 30 RM 4                            10.643 METERS 01308     |
 CP0382| CP0383 5 30 RM 3                            14.469 METERS 09923     |
 CP0382| CP0379 MODEL                               APPROX. 1.2 KM 1034255.8 |
 CP0382| CY3215 5 30 RM 2                            11.840 METERS 19649     |
 CP0382| CY3214 5 30 RM 1                            27.255 METERS 28252     |
 CP0382|---------------------------------------------------------------------|
 CP0382
 CP0382                          SUPERSEDED SURVEY CONTROL
 CP0382
 CP0382  NAD 83(1986)-  32 18 24.40061(N)    090 19 05.00770(W) AD(       ) 3
 CP0382  NAD 27      -  32 18 23.87400(N)    090 19 04.67800(W) AD(       ) 3
 CP0382  NGVD 29 (??/??/??)   86.237  (m)          282.93   (f) ADJUSTED    1 1
 CP0382
 CP0382.Superseded values are not recommended for survey control.
 CP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0382.See file dsdata.txt to determine how the superseded data were derived.
 CP0382
 CP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5251677600(NAD 83)
 CP0382_MARKER: DS = TRIANGULATION STATION DISK
 CP0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0382_STAMPING: 5/30 1948 1961
 CP0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0382+STABILITY: SURFACE MOTION
 CP0382
 CP0382  HISTORY     - Date     Condition        Report By
 CP0382  HISTORY     - 1961     MONUMENTED       CGS
 CP0382  HISTORY     - 1961     GOOD             MSHD
 CP0382  HISTORY     - 1963     GOOD             CGS
 CP0382  HISTORY     - 1965     GOOD             CGS
 CP0382  HISTORY     - 1968     GOOD             CGS
 CP0382  HISTORY     - 1978     GOOD             MSHD
 CP0382  HISTORY     - 1978     GOOD             MSHD
 CP0382
 CP0382                          STATION DESCRIPTION
 CP0382
 CP0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CRR)
 CP0382'THE STATION WAS VISITED 4-11-61 AND THE STATION MARK, REFERENCE
 CP0382'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CP0382'WAS DESTROYED BY CONSTRUCTION.  REFERENCE MARK WAS FOUND UNDER
 CP0382'1-1/2 FEET OF FILL, IT WAS LEFT AS FOUND, AND WILL BE BURIED
 CP0382'UNDER A PAVED AREA WHEN CONSTRUCTION IS COMPLETED.  THE STATION
 CP0382'WAS RAISED 9 INCHS IN ITS ORIGINAL POSITION AND WILL BE FLUSH
 CP0382'WITH THE SURROUNDING AREA WHEN CONSTRUCTION IS COMPLETED.
 CP0382'REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.
 CP0382'A NEW BUILDING IS BEING BUILT DIRECTLY WEST OF THE STATION
 CP0382'AND WILL BE KNOWN AS THE BATON ROUGE CONTROL HOUSE WHEN
 CP0382'COMPLETED.  A NEW DESCRIPTION FOLLOWS--
 CP0382'
 CP0382'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE U.S.
 CP0382'ARMY ENGINEERS MODEL EXPERMENTAL STATION, ABOUT 3 MILES SOUTH
 CP0382'OF CLINTON, 1900 FEET NORTH OF THE SOUTH BOUNDRY AND 1050 FEET EAST
 CP0382'OF THE WEST BOUNDRY, 333.5 FEET NORTH OF THE CENTER OF THE WATER
 CP0382'TANK, 21.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BATON
 CP0382'ROUGE CONTROL HOUSE, 6 FEET EAST OF THE EAST WALL OF THE
 CP0382'BUILDING AND IN FRONT OF THE EAST DOOR, 37.3 FEET SOUTH OF A
 CP0382'WATER FAUCET.  IT IS A STANDARD DISK, STAMPED 5/30 1948
 CP0382'1961, SET IN THE TOP OF A 12-INCH ROUND CONCRETE PIPE
 CP0382'FILLED WITH CONCRETE, REENFORCED WITH 4 IRON RODS WHICH IS
 CP0382'ANCHOREDIN DRILL HOLES IN THE OLD SURFACE MARK.  THE
 CP0382'ORIGINAL SURFACE AND UNDERGROUND MARKS FOR THE STATION WERE
 CP0382'LEFT AS FOUND.
 CP0382'
 CP0382'REFERENCE MARK NO. 3 IS 57.31 FEET EAST OF THE STATION, 65.4 FEET
 CP0382'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE BATON ROUGE
 CP0382'CONTROL STATION, 63.2 FEET EAST OF THE EAST WALL OF THE BUILDING
 CP0382'AND 17 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL
 CP0382'OF THE BUILDING.  IT IS 1 FOOT SOUTH OF A 4 X 4 WITNESS POST AND
 CP0382'1 FOOT NORTH OF A 4 X 4 WITNESS POST.  IT IS A STANDARD DISK,
 CP0382'STAMPED 5/30 NO. 3 1948 1961, FLUSH WITH THE GROUND.
 CP0382'
 CP0382'REFERENCE MARK NO. 4 IS 34.91 FEET NORTH OF THE STATION, 15.7
 CP0382'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BATON ROUGE CONTROL
 CP0382'BUILDING, 40.7 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CP0382'BUILDING, 6.2 FEET EAST OF THE PROJECTED PLANE OF THE EAST
 CP0382'WALL OF THE BUILDING AND 47 FEET SOUTHEAST OF THE 4 INCH IRON
 CP0382'PIPE PROJECTING 4 INCHES SET IN THE CENTER OF A MASS OF
 CP0382'CONCRETE.  IT IS A STANDARD DISK, STAMPED 5/30 1948 1961 FLUSH
 CP0382'WITH THE GROUND.
 CP0382'
 CP0382'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 65.12 FEET.
 CP0382'
 CP0382'TRIANGULATION STATION MODEL 1948 CAN BE USED AS THE AZIMUTH
 CP0382'MARK.
 CP0382'
 CP0382'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING IN JACKSON,
 CP0382'GO SOUTH ON S. STATE STREET FOR 1.35 MILES TO U.S. HIGHWAY 80,
 CP0382'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 80 FOR 6.1 MILES TO A SIDE
 CP0382'ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO A FORK, TAKE LEFT
 CP0382'FORK AND GO SOUTH FOR 1.15 MILES TO A RAILROAD TRACKS, CROSS
 CP0382'TRACK AND TURN RIGHT AND FOLLOW BLACK TOP ROAD ALONG SOUTH SIDE
 CP0382'OF THE TRACK FOR 1 MILE TO THE ENTRANCE TO THE U.S. ARMY
 CP0382'ENGINEERS EXPERMENTAL STATION, TURN RIGHT AND GO 0.3 MILES TO
 CP0382'A CROSS STREET, TURN LEFT AND GO WEST AND NORTHWEST FOR 0.4
 CP0382'MILE TO A GARAGE, WAREHOUSE AND STATION MODEL 1948 ON THE
 CP0382'RIGHT, CONTINUE WEST FOR 0.45 MILE TO A CROSSROAD, TURN
 CP0382'LEFT AND GO SOUTH AND THEN NORTHWEST FOR 0.7 MILE TO A
 CP0382'FORK, TAKE LEFT FORK FOR ABOUT 50 FEET, THEN TAKE RIGHT
 CP0382'FORK AND FOLLOW FOR 0.15 MILE TO THE STATION.
 CP0382
 CP0382                          STATION RECOVERY (1961)
 CP0382
 CP0382'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0382'THE STATION WAS VISITED 9-28-61.  THE STATION, R.M. NO. 3
 CP0382'AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  STATION MODEL
 CP0382'IS USED FOR THE AZIMUTH MARK AND IT IS IN GOOD CONDITION AND
 CP0382'VISIBLE FROM THE STATION.
 CP0382
 CP0382                          STATION RECOVERY (1963)
 CP0382
 CP0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CP0382'THE STATION WAS VISITED SEPTEMBER 3, 1963 AND ALL MARKS WERE
 CP0382'FOUND IN GOOD CONDITION.
 CP0382'
 CP0382'THE 1961 RECOVERY BY C.R.R. IS CORRECT AND ADEQUATE.
 CP0382'
 CP0382'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND TIED TO A LINE
 CP0382'ESTABLISHED BETWEEN VICKSBURG AND JACKSON.
 CP0382
 CP0382                          STATION RECOVERY (1965)
 CP0382
 CP0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 CP0382'STATION AND R.M. 3 WERE RECOVERED IN GOOD CONDITION.  R.M. 4 WAS
 CP0382'NOT SEARCHED FOR, BUT REASONABLY SURE IT IS IN GOOD CONDITION.
 CP0382'TWO WHITE POSTS GUARD LOCATION.
 CP0382'
 CP0382'WE TRIMMED TREE SO THAT MODEL WILL NOW BE SEEN FROM STATION
 CP0382'FOR AZIMUTH MARK.
 CP0382
 CP0382                          STATION RECOVERY (1968)
 CP0382
 CP0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP0382'THE STATION MARK, STAMPED 5/30 1948 1961, IS ABOUT 0.2 MILE EAST
 CP0382'ALONG U.S. HIGHWAY 80 FROM THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE
 CP0382'AT CLINTON, THENCE 1.55 MILES SOUTH ALONG NORTH SPRINGS RIDGE ROAD,
 CP0382'THENCE 0.75 MILE EAST ALONG A DIRT ROAD TO THE BATON ROUGE CONTROL
 CP0382'HOUSE AT THE MISSISSIPPI RIVER BASIN MODEL WHICH IS OPERATED BY
 CP0382'U.S.  ENGINEERS, 0.3 MILE WEST OF THE VISITORS CENTER AT THE MODEL,
 CP0382'107 YARDS NORTH OF THE NORTHWEST LEG OF A WATER TOWER, 22 FEET
 CP0382'SOUTH OF THE NORTHEAST CORNER OF THE CONTROL HOUSE, 6 FEET EAST OF
 CP0382'THE EAST WALL OF THE HOUSE, 34.91 FEET SOUTH OF RM 4, 57.31 FEET
 CP0382'WEST OF RM 3, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 1
 CP0382'INCH BELOW THE SURFACE OF THE GROUND.
 CP0382'
 CP0382'RM 3, STAMPED 5/30 NO 3 1948 1961, IS 57.31 FEET EAST OF THE STATION
 CP0382'MARK, 65.12 FEET SOUTHEAST OF RM 4, 0.3 MILE WEST OF THE VISITORS
 CP0382'CENTER AT THE MODEL, 65-1/2 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CP0382'OF THE CONTROL HOUSE, 63 FEET EAST OF THE EAST WALL OF THE HOUSE,
 CP0382'23 FEET SOUTHEAST OF A CONCRETE WALKWAY, AND SET IN THE TOP OF A
 CP0382'CONCRETE POST WHICH IS ABOUT 3 INCHES BELOW THE SURFACE OF THE
 CP0382'GROUND.
 CP0382'
 CP0382'RM 4, STAMPED 5/30 NO 4 1948 1961, IS 34.91 FEET NORTH OF THE
 CP0382'STATION MARK, 65.12 FEET NORTHWEST OF RM 3, 0.3 MILE WEST OF THE
 CP0382'VISITORS CENTER AT THE MODEL, 41 FEET NORTHEAST OF THE NORTHWEST
 CP0382'CORNER OF THE CONTROL HOUSE, 16 FEET NORTHEAST OF THE NORTHEAST
 CP0382'CORNER OF THE HOUSE, 6 FEET EAST OF THE PROJECTED PLANE OF THE
 CP0382'EAST WALL OF THE HOUSE, 9-1/2 FEET NORTH OF THE NORTH EDGE OF A
 CP0382'CONCRETE WALKWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2
 CP0382'INCHES BELOW THE SURFACE OF THE GROUND.
 CP0382'
 CP0382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CP0382'SOUTHEAST.
 CP0382
 CP0382                          STATION RECOVERY (1978)
 CP0382
 CP0382'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP0382'THE STATION WAS VISITED 4-4-78 AND THE STATION MARK, RM NO 3, RM NO
 CP0382'4 AND TRIANGULATION STATION MODEL USED AS THE AZIMUTH MARK WERE
 CP0382'FOUND IN GOOD CONDITION.  TRIANGULATION STATION MODEL IS VISIBLE.
 CP0382'
 CP0382'THE STATION IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON IN THE
 CP0382'SOUTHWEST SECTION OF THE U.S. ARMY ENGINEERS MODEL EXPERIMENTAL
 CP0382'STATION IN FRONT OF THE EAST DOOR OF THE BATON ROUGE CONTROL HOUSE,
 CP0382'7.8 MILES WEST OF THE CENTER OF DOWNTOWN JACKSON IN THE SOUTHWEST
 CP0382'1/4 OF THE NORTHEAST 1/4 OF SECTION 5, T 5N, R 1W.  IT IS 1900
 CP0382'FEET NORTH OF THE SOUTH BOUNDARY, 1050 FEET EAST OF THE WEST
 CP0382'BOUNDARY, 333.5 FEET NORTH OF THE CENTER OF A WATER TANK, 37.3
 CP0382'FEET SOUTH OF A WATER FAUCET, 21.4 FEET SOUTHEAST OF THE NORTHEAST
 CP0382'CORNER OF THE CONTROL HOUSE, 6 FEET EAST OF THE EAST WALL OF THE
 CP0382'CONTROL HOUSE AND IS FLUSH WITH THE PARKING LOT.  IT IS SET IN
 CP0382'THE TOP OF A 12 INCH ROUND CONCRETE PIPE FILLED WITH CONCRETE,
 CP0382'REINFORCED WITH 4 IRON RODS WHICH ARE ANCHORED IN DRILLS HOLES
 CP0382'IN THE OLD SURFACE MARK.  IT IS A TRIANGULATION DISK, STAMPED
 CP0382'5/30 1948 1961.
 CP0382'
 CP0382'REFERENCE MARK NO 3 IS 57.31 FEET EAST OF THE STATION.  IT IS 65.4
 CP0382'FEET EAST WALL OF THE CONTROL HOUSE, 17 FEET SOUTH OF THE PROJECTED
 CP0382'PLANE OF THE NORTH WALL OF THE CONTROL HOUSE, 23 FEET SOUTHEAST OF
 CP0382'A CONCRETE WALK CENTERED BETWEEN TWO 4 INCH SQUARE CONCRETE POST
 CP0382'AND IS 3 INCHES BELOW THE GROUND.  IT IS A REFERENCE MARK DISK,
 CP0382'STAMPED 5/30 NO 3 1948 1961.
 CP0382'
 CP0382'REFERENCE MARK NO 4 IS 34.91 FEET NORTH OF THE STATION.  IT IS 41
 CP0382'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CONTROL HOUSE, 16 FEET
 CP0382'NORTHEAST OF THE NORTHEAST CORNER OF THE CONTROL HOUSE, 6 FEET EAST
 CP0382'OF THE PROJECTED PLANE OF THE EAST WALL OF THE CONTROL HOUSE, 9.5
 CP0382'FEET NORTH OF THE NORTH EDGE OF A WALK CENTERED BETWEEN TWO 4
 CP0382'INCH SQUARE CONCRETE POST AND IS 2 INCHES BELOW THE GROUND.  IT
 CP0382'IS REFERENCE MARK DISK, STAMPED 5/30 NO 4 1948 1961.
 CP0382'
 CP0382'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 65.12 FEET.
 CP0382'
 CP0382'TRIANGULATION STATION MODEL (THE AZIMUTH MARK) IS 0.75 MILE EAST OF
 CP0382'THE STATION.  IT IS 207 FEET WEST OF THE CENTER OF THE ABANDONED
 CP0382'DRIVEWAY, 115 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 37 FEET
 CP0382'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED BRICK BUILDING,
 CP0382'20 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE SAME
 CP0382'BUILDING, 33.5 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF
 CP0382'A CYCLONE FENCE AROUND THE ABANDONED BRICK BUILDING, 19.5 FEET
 CP0382'WEST-SOUTHWEST OF A 24 INCH OAK, 1 FOOT NORTH OF A METAL
 CP0382'WITNESS POST AND IS FLUSH WITH THE GROUND.  IT IS AN AZIMUTH
 CP0382'MARK DISK, STAMPED MODEL 1948.
 CP0382'
 CP0382'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE
 CP0382'IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A CROSSROAD.
 CP0382'TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2 MILES TO A
 CP0382'CROSSROAD JUST BEYOND A RAILROAD TRACK.  TURN LEFT AND GO EAST ON
 CP0382'MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT
 CP0382'STATION.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO
 CP0382'A CROSSROAD.  CONTINUE NORTH AND EAST ON A PAVED ROAD FOR
 CP0382'0.1 MILE TO THE CONTROL HOUSE AND THE MARK WE DESCRIBED.
 CP0382'
 CP0382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 CP0382'SOUTHEAST OF CLINTON.
 CP0382
 CP0382                          STATION RECOVERY (1978)
 CP0382
 CP0382'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0382'2.2 MI SE FROM CLINTON.
 CP0382'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON IN THE SOUTHWEST
 CP0382'SECTION OF THE U.S.E. MODEL EXPERIMENTAL STATION IN FRONT OF THE EAST
 CP0382'DOOR OF THE BATON ROUGE CONTROL HOUSE, 7.8 MILES WEST OF THE CENTER OF
 CP0382'DOWNTOWN JACKSON IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
 CP0382'5, T 5N, R 1W.  IT IS 1900 FEET NORTH OF THE SOUTH BOUNDARY, 1050 FEET
 CP0382'EAST OF THE WEST BOUNDARY, 333.5 FEET NORTH OF THE CENTER OF A WATER
 CP0382'TANK, 37.3 FEET SOUTH OF A WATER FAUCET, 21.4 FEET SOUTHEAST OF THE
 CP0382'NORTHEAST CORNER OF THE CONTROL HOUSE, 6 FEET EAST OF THE EAST WALL OF
 CP0382'THE CONTROL HOUSE SET IN THE TOP OF A 12 INCH ROUND CONCRETE PIPE
 CP0382'FILLED WITH CONCRETE AND IS FLUSH WITH THE CONCRETE. NOTE-- TO REACH
 CP0382'FROM THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE IN CLINTON GO EAST ON
 CP0382'U.S. HIGHWAY 80 FOR 0.2 MILE TO A CROSSROAD. TURN RIGHT AND GO SOUTH
 CP0382'ON SPRINGRIDGE ROAD FOR 2 MILES TO A CROSSROAD JUST BEYOND A RAILROAD
 CP0382'TRACK.  TURN LEFT AND GO EAST ON MCRAVEN ROAD FOR 0.35 MILE TO THE
 CP0382'ENTRANCE TO THE EXPERIMENT STATION ON THE LEFT. TURN LEFT AND GO NORTH
 CP0382'ON A PAVED ROAD FOR 0.35 MILE TO AN INTERSECTION. CONTINUE NORTH AND
 CP0382'EAST ON A PAVED ROAD FOR 0.1 MILE TO THE CONTROL HOUSE AND THE MARK AS
 CP0382'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0383 ***********************************************************************
 CP0383  DESIGNATION -  5 30 RM 3
 CP0383  PID         -  CP0383
 CP0383  STATE/COUNTY-  MS/HINDS
 CP0383  USGS QUAD   -  CLINTON (1980)
 CP0383
 CP0383                         *CURRENT SURVEY CONTROL
 CP0383  ___________________________________________________________________
 CP0383* NAD 83(1986)-  32 18 24.     (N)    090 19 04.     (W)     SCALED    
 CP0383* NAVD 88     -        86.048  (meters)     282.31   (feet)  ADJUSTED  
 CP0383  ___________________________________________________________________
 CP0383  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0383  DYNAMIC HT  -          85.949 (meters)     281.98  (feet)  COMP
 CP0383  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CP0383
 CP0383  VERT ORDER  -  FIRST     CLASS I
 CP0383
 CP0383.The horizontal coordinates were scaled from a topographic map and have
 CP0383.an estimated accuracy of +/- 6 seconds.
 CP0383
 CP0383.The orthometric height was determined by differential leveling
 CP0383.and adjusted in June 1991.
 CP0383
 CP0383.The geoid height was determined by GEOID03.
 CP0383
 CP0383.The dynamic height is computed by dividing the NAVD 88
 CP0383.geopotential number by the normal gravity value computed on the
 CP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0383.degrees latitude (g = 980.6199 gals.).
 CP0383
 CP0383.The modeled gravity was interpolated from observed gravity values.
 CP0383
 CP0383;                    North         East    Units  Estimated Accuracy
 CP0383;SPC MS W     -   311,150.      701,470.      MT  (+/- 180 meters Scaled)
 CP0383
 CP0383                          SUPERSEDED SURVEY CONTROL
 CP0383
 CP0383  NGVD 29 (??/??/??)   86.061  (m)          282.35   (f) ADJUSTED    1 1
 CP0383
 CP0383.Superseded values are not recommended for survey control.
 CP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0383.See file dsdata.txt to determine how the superseded data were derived.
 CP0383
 CP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR525775(NAD 83)
 CP0383_MARKER: DR = REFERENCE MARK DISK
 CP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0383_STAMPING: 5/30 NO 3 1948 1961
 CP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0383+STABILITY: SURFACE MOTION
 CP0383
 CP0383  HISTORY     - Date     Condition        Report By
 CP0383  HISTORY     - 1961     MONUMENTED       CGS
 CP0383  HISTORY     - 1978     GOOD             MSHD
 CP0383
 CP0383                          STATION DESCRIPTION
 CP0383
 CP0383'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0383'2.2 MI SE FROM CLINTON.
 CP0383'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON ON THE SITE OF THE
 CP0383'BATON ROUGE CONTROL HOUSE IN THE SOUTHWEST SECTION OF THE U.S. ARMY
 CP0383'ENGINEERS MODEL EXPERIMENTAL STATION, 7.8 MILES WEST OF THE CENTER OF
 CP0383'DOWNTOWN JACKSON IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
 CP0383'5, T 5N, R 1W.  IT IS 57.31 FEET EAST OF THE STATION, 65.5 FEET
 CP0383'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONTROL HOUSE, 63 FEET
 CP0383'EAST OF THE EAST WALL OF THE CONTROL HOUSE, 17 FEET SOUTH OF THE
 CP0383'PROJECTED PLANE OF THE NORTH WALL OF THE CONTROL HOUSE, 23 FEET
 CP0383'SOUTHEAST OF A CONCRETE WALK, CENTERED BETWEEN TWO 4 INCH SQUARE
 CP0383'CONCRETE POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS 3 INCHES
 CP0383'BELOW THE GROUND. NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO
 CP0383'MISSISSIPPI COLLEGE IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE
 CP0383'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2
 CP0383'MILES TO A CROSSROAD JUST BEYOND A RAILROAD TRACK. TURN LEFT AND GO
 CP0383'EAST ON MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT
 CP0383'STATION ON THE LEFT. TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35
 CP0383'MILE TO A CROSSROAD. CONTINUE NORTH AND EAST ON A PAVED ROAD FOR 0.1
 CP0383'MILE TO THE CONTROL HOUSE AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0384 ***********************************************************************
 CP0384  DESIGNATION -  5 30 RM 4
 CP0384  PID         -  CP0384
 CP0384  STATE/COUNTY-  MS/HINDS
 CP0384  USGS QUAD   -  CLINTON (1980)
 CP0384
 CP0384                         *CURRENT SURVEY CONTROL
 CP0384  ___________________________________________________________________
 CP0384* NAD 83(1986)-  32 18 24.     (N)    090 19 04.     (W)     SCALED    
 CP0384* NAVD 88     -        86.100  (meters)     282.48   (feet)  ADJUSTED  
 CP0384  ___________________________________________________________________
 CP0384  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0384  DYNAMIC HT  -          86.001 (meters)     282.15  (feet)  COMP
 CP0384  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CP0384
 CP0384  VERT ORDER  -  FIRST     CLASS I
 CP0384
 CP0384.The horizontal coordinates were scaled from a topographic map and have
 CP0384.an estimated accuracy of +/- 6 seconds.
 CP0384
 CP0384.The orthometric height was determined by differential leveling
 CP0384.and adjusted in June 1991.
 CP0384
 CP0384.The geoid height was determined by GEOID03.
 CP0384
 CP0384.The dynamic height is computed by dividing the NAVD 88
 CP0384.geopotential number by the normal gravity value computed on the
 CP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0384.degrees latitude (g = 980.6199 gals.).
 CP0384
 CP0384.The modeled gravity was interpolated from observed gravity values.
 CP0384
 CP0384;                    North         East    Units  Estimated Accuracy
 CP0384;SPC MS W     -   311,150.      701,470.      MT  (+/- 180 meters Scaled)
 CP0384
 CP0384                          SUPERSEDED SURVEY CONTROL
 CP0384
 CP0384  NGVD 29 (??/??/??)   86.113  (m)          282.52   (f) ADJUSTED    1 1
 CP0384
 CP0384.Superseded values are not recommended for survey control.
 CP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0384.See file dsdata.txt to determine how the superseded data were derived.
 CP0384
 CP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR525775(NAD 83)
 CP0384_MARKER: DR = REFERENCE MARK DISK
 CP0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0384_STAMPING: 5/30 N 4 1948 1961
 CP0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0384+STABILITY: SURFACE MOTION
 CP0384
 CP0384  HISTORY     - Date     Condition        Report By
 CP0384  HISTORY     - 1961     MONUMENTED       CGS
 CP0384  HISTORY     - 1978     GOOD             MSHD
 CP0384
 CP0384                          STATION DESCRIPTION
 CP0384
 CP0384'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0384'2.2 MI SE FROM CLINTON.
 CP0384'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON ON THE SITE OF THE
 CP0384'BATON ROUGE CONTROL HOUSE IN THE SOUTHWEST SECTION OF THE U.S. ARMY
 CP0384'ENGINEERS MODEL EXPERIMENTAL STATION, 7.8 MILES WEST OF THE CENTER OF
 CP0384'DOWTOWN JACKSON IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
 CP0384'5, T 5N, R 1W.  IT IS 34.91 FEET NORTH OF THE STATION, 41 FEET
 CP0384'NORTHEAST OF THE NORTHWEST CORNER OF THE CONTROL HOUSE, 16 FEET
 CP0384'NORTHEAST OF THE NORTHEAST CORNER OF THE CONTROL HOUSE, 6 FEET EAST OF
 CP0384'THE PROJECTED PLANE OF THE EAST WALL OF THE CONTROL HOUSE, 9.5 FEET
 CP0384'NORTH OF THE NORTH EDGE OF A WALK CENTERED BETWEEN TWO 4 INCH SQUARE
 CP0384'CONCRETE POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS 2 INCHES
 CP0384'BELOW THE GROUND.  NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO
 CP0384'MISSISSIPPI COLLEGE IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE
 CP0384'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2
 CP0384'MILES TO A CROSSROAD JUST BEYOND A RAILROAD TRACK.  TURN LEFT AND GO
 CP0384'EAST ON MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT
 CP0384'STATION.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO A
 CP0384'CROSSROAD.  CONTINUE NORTH AND EAST ON A PAVED ROAD FOR 0.1 MILE TO
 CP0384'THE CONTROL HOUSE AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0364 ***********************************************************************
 EH0364  DESIGNATION -  5 A
 EH0364  PID         -  EH0364
 EH0364  STATE/COUNTY-  MS/BOLIVAR
 EH0364  USGS QUAD   -  ROUND LAKE (1982)
 EH0364
 EH0364                         *CURRENT SURVEY CONTROL
 EH0364  ___________________________________________________________________
 EH0364* NAD 83(1986)-  34 02 50.     (N)    090 51 37.     (W)     SCALED    
 EH0364* NAVD 88     -        46.35   (+/-2cm)     152.1    (feet)  VERTCON   
 EH0364  ___________________________________________________________________
 EH0364  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0364  VERT ORDER  -  ? (See Below)
 EH0364
 EH0364.The horizontal coordinates were scaled from a topographic map and have
 EH0364.an estimated accuracy of +/- 6 seconds.
 EH0364
 EH0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0364.The vertical order pertains to the NGVD 29 superseded value.
 EH0364
 EH0364.The geoid height was determined by GEOID03.
 EH0364
 EH0364;                    North         East    Units  Estimated Accuracy
 EH0364;SPC MS W     -   504,310.      651,350.      MT  (+/- 180 meters Scaled)
 EH0364
 EH0364                          SUPERSEDED SURVEY CONTROL
 EH0364
 EH0364  NGVD 29 (??/??/??)   46.401  (m)          152.23   (f) ADJUSTED    ?  
 EH0364
 EH0364.Superseded values are not recommended for survey control.
 EH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0364.See file dsdata.txt to determine how the superseded data were derived.
 EH0364
 EH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT975694(NAD 83)
 EH0364_MARKER: P = PIPE CAP
 EH0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0364_SP_SET: CONCRETE BLOCK
 EH0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0364
 EH0364  HISTORY     - Date     Condition        Report By
 EH0364  HISTORY     - UNK      MONUMENTED       DOD
 EH0364  HISTORY     - 1934     GOOD             CGS
 EH0364  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0364
 EH0364                          STATION DESCRIPTION
 EH0364
 EH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0364'5 MI S FROM ROUND LAKE.
 EH0364'P.B.M. 5-A IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE
 EH0364'BLOCK LOCATED ON THE LEFT BANK OF THE MISSISSIPPI RIVER 5 MILES SOUTH
 EH0364'OF ROUND LAKE, BOLIVAR COUNTY, MISSISSIPPI.  200 FEET EAST OF LANDSIDE
 EH0364'TOE OF LEVEE.  180 FEET EAST OF CENTER LINE OF HIGHWAY AND SITS IN
 EH0364'WEST EDGE OF WOODS.
 EH0364
 EH0364                          STATION RECOVERY (1967)
 EH0364
 EH0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1835 ***********************************************************************
 BV1835  DESIGNATION -  5 SEM RESET
 BV1835  PID         -  BV1835
 BV1835  STATE/COUNTY-  MS/MARION
 BV1835  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1835
 BV1835                         *CURRENT SURVEY CONTROL
 BV1835  ___________________________________________________________________
 BV1835* NAD 83(1986)-  31 15 27.     (N)    089 46 06.     (W)     SCALED    
 BV1835* NAVD 88     -        83.63   (+/-2cm)     274.4    (feet)  VERTCON   
 BV1835  ___________________________________________________________________
 BV1835  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV1835  VERT ORDER  -  THIRD (See Below)
 BV1835
 BV1835.The horizontal coordinates were scaled from a topographic map and have
 BV1835.an estimated accuracy of +/- 6 seconds.
 BV1835
 BV1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1835.The vertical order pertains to the NGVD 29 superseded value.
 BV1835
 BV1835.The geoid height was determined by GEOID03.
 BV1835
 BV1835;                    North         East    Units  Estimated Accuracy
 BV1835;SPC MS W     -   194,960.      753,810.      MT  (+/- 180 meters Scaled)
 BV1835
 BV1835                          SUPERSEDED SURVEY CONTROL
 BV1835
 BV1835  NGVD 29 (08/12/04)   83.67   (m)          274.5    (f) RESET       3  
 BV1835
 BV1835.Superseded values are not recommended for survey control.
 BV1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1835.See file dsdata.txt to determine how the superseded data were derived.
 BV1835
 BV1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV363614(NAD 83)
 BV1835_MARKER: DD = SURVEY DISK
 BV1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1835_SP_SET: CONCRETE POST
 BV1835_STAMPING: 5 SEM USGS RESET 1986
 BV1835_MARK LOGO: USGS  
 BV1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1835+STABILITY: SURFACE MOTION
 BV1835
 BV1835  HISTORY     - Date     Condition        Report By
 BV1835  HISTORY     - 1986     MONUMENTED       NGS
 BV1835
 BV1835                          STATION DESCRIPTION
 BV1835
 BV1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BV1835'3.3 MILES EAST ALONG BROAD STREET FROM THE COURTHOUSE IN COLUMBIA TO
 BV1835'THE JUNCTION OF U.S. HIGHWAY 98, THENCE EAST-NORTHEAST ALONG U.S.
 BV1835'HIGHWAY 98 FOR 1.0 MILE TO A SIDE ROAD AND MARK ON THE LEFT, 49.0 FT
 BV1835'(14.9 M) NORTH OF THE CENTER OF WEST BOUND LANES OF HIGHWAY 98, 16.0
 BV1835'FT (4.9 M) WEST OF THE CENTER OF GRAVEL ROAD LEADING NORTH, 3.0 FT
 BV1835'(0.9 M) WEST-SOUTHWEST OF A CYCLONE FENCE CORNER AND 1.0 FT (0.3 M)
 BV1835'SOUTH OF FENCE, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1413 ***********************************************************************
 EG1413  DESIGNATION -  50 503 B USE
 EG1413  PID         -  EG1413
 EG1413  STATE/COUNTY-  MS/TISHOMINGO
 EG1413  USGS QUAD   -  PADEN SE (1992)
 EG1413
 EG1413                         *CURRENT SURVEY CONTROL
 EG1413  ___________________________________________________________________
 EG1413* NAD 83(1986)-  34 31 09.     (N)    088 19 47.     (W)     SCALED    
 EG1413* NAVD 88     -       126.243  (meters)     414.18   (feet)  ADJUSTED  
 EG1413  ___________________________________________________________________
 EG1413  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1413  DYNAMIC HT  -         126.120 (meters)     413.78  (feet)  COMP
 EG1413  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EG1413
 EG1413  VERT ORDER  -  FIRST     CLASS II
 EG1413
 EG1413.The horizontal coordinates were scaled from a topographic map and have
 EG1413.an estimated accuracy of +/- 6 seconds.
 EG1413
 EG1413.The orthometric height was determined by differential leveling
 EG1413.and adjusted in June 1991.
 EG1413
 EG1413.The geoid height was determined by GEOID03.
 EG1413
 EG1413.The dynamic height is computed by dividing the NAVD 88
 EG1413.geopotential number by the normal gravity value computed on the
 EG1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1413.degrees latitude (g = 980.6199 gals.).
 EG1413
 EG1413.The modeled gravity was interpolated from observed gravity values.
 EG1413
 EG1413;                    North         East    Units  Estimated Accuracy
 EG1413;SPC MS E     -   556,650.      346,240.      MT  (+/- 180 meters Scaled)
 EG1413
 EG1413                          SUPERSEDED SURVEY CONTROL
 EG1413
 EG1413  NGVD 29 (??/??/92)  126.176  (m)          413.96   (f) ADJ UNCH    1 2
 EG1413
 EG1413.Superseded values are not recommended for survey control.
 EG1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1413.See file dsdata.txt to determine how the superseded data were derived.
 EG1413
 EG1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD779205(NAD 83)
 EG1413_MARKER: DD = SURVEY DISK
 EG1413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1413_SP_SET: ALUMINUM ALLOY ROD
 EG1413_STAMPING: 50 503 B 1983
 EG1413_MARK LOGO: USE   
 EG1413_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1413+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2000
 EG1413_ROD/PIPE-DEPTH: 11.9 meters
 EG1413
 EG1413  HISTORY     - Date     Condition        Report By
 EG1413  HISTORY     - 1983     MONUMENTED       USE
 EG1413  HISTORY     - 1985     GOOD             NGS
 EG1413  HISTORY     - 20000222 GOOD             MSHD
 EG1413
 EG1413                          STATION DESCRIPTION
 EG1413
 EG1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1413'IN BAY SPRINGS.
 EG1413'IN BAY SPRINGS, 0.24 KM (0.15 MI) NORTH-NORTHWEST ALONG A GRAVEL ROAD
 EG1413'ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE WATERWAY, FROM THE STATE
 EG1413'HIGHWAY 4 OVERPASS BRIDGE, THENCE 0.3 KM (0.2 MI) WEST ALONG THE
 EG1413'WOODS EDGE THE MARK ON THE LEFT, ON TOP OF A HILL AT THE WOODS
 EG1413'EDGE, 3.35 METERS (11.0 FT) WEST OF THE WEST EDGE OF THE WOODS, ABOUT
 EG1413'76.2 METERS (250.0 FT) NORTHWEST OF A 12-INCH METAL PIPE PROJECTING 4
 EG1413'FOOT ABOVE THE GROUND (A U.S.E. DAM DEFORMATION PILLOW).
 EG1413'THE MARK IS 0.91 METERS  E FROM  A WITNESS POST
 EG1413'THE MARK IS ABOVE LEVEL WITH ROAD.
 EG1413
 EG1413                          STATION RECOVERY (2000)
 EG1413
 EG1413'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1414 ***********************************************************************
 EG1414  DESIGNATION -  50 503 C USE
 EG1414  PID         -  EG1414
 EG1414  STATE/COUNTY-  MS/TISHOMINGO
 EG1414  USGS QUAD   -  PADEN SE (1992)
 EG1414
 EG1414                         *CURRENT SURVEY CONTROL
 EG1414  ___________________________________________________________________
 EG1414* NAD 83(1986)-  34 31 05.     (N)    088 19 39.     (W)     SCALED    
 EG1414* NAVD 88     -       128.828  (meters)     422.66   (feet)  ADJUSTED  
 EG1414  ___________________________________________________________________
 EG1414  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1414  DYNAMIC HT  -         128.702 (meters)     422.25  (feet)  COMP
 EG1414  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EG1414
 EG1414  VERT ORDER  -  FIRST     CLASS II
 EG1414
 EG1414.The horizontal coordinates were scaled from a topographic map and have
 EG1414.an estimated accuracy of +/- 6 seconds.
 EG1414
 EG1414.The orthometric height was determined by differential leveling
 EG1414.and adjusted in June 1991.
 EG1414
 EG1414.The geoid height was determined by GEOID03.
 EG1414
 EG1414.The dynamic height is computed by dividing the NAVD 88
 EG1414.geopotential number by the normal gravity value computed on the
 EG1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1414.degrees latitude (g = 980.6199 gals.).
 EG1414
 EG1414.The modeled gravity was interpolated from observed gravity values.
 EG1414
 EG1414;                    North         East    Units  Estimated Accuracy
 EG1414;SPC MS E     -   556,530.      346,440.      MT  (+/- 180 meters Scaled)
 EG1414
 EG1414                          SUPERSEDED SURVEY CONTROL
 EG1414
 EG1414  NGVD 29 (??/??/92)  128.760  (m)          422.44   (f) ADJ UNCH    1 2
 EG1414
 EG1414.Superseded values are not recommended for survey control.
 EG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1414.See file dsdata.txt to determine how the superseded data were derived.
 EG1414
 EG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD781203(NAD 83)
 EG1414_MARKER: DD = SURVEY DISK
 EG1414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1414_SP_SET: ALUMINUM ALLOY ROD
 EG1414_STAMPING: 50 503 C 1983
 EG1414_MARK LOGO: USE   
 EG1414_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1414+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2000
 EG1414_ROD/PIPE-DEPTH: 3.7  meters
 EG1414
 EG1414  HISTORY     - Date     Condition        Report By
 EG1414  HISTORY     - 1983     MONUMENTED       USE
 EG1414  HISTORY     - 1985     GOOD             NGS
 EG1414  HISTORY     - 20000222 GOOD             MSHD
 EG1414
 EG1414                          STATION DESCRIPTION
 EG1414
 EG1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1414'IN BAY SPRINGS.
 EG1414'IN BAY SPRINGS, 0.24 KM (0.15 MI) NORTHWEST ALONG A GRAVEL ROAD ON THE
 EG1414'WEST SIDE OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1414'OVERPASS BRIDGE, THENCE 0.24 KM (0.15 MI) WEST ALONG THE EDGE OF
 EG1414'THE WOODS TO THE MARK ON THE LEFT, 5.18 METERS (17.0 FT) SOUTH OF THE
 EG1414'EDGE OF THE WOODS, 36.57 METERS (120.0 FT) SOUTHEAST OF A 12-INCH
 EG1414'METAL PIPE PROJECTING 4 FOOT ABOVE THE GROUND (A U.S.E. DAM
 EG1414'DEFORMATION POINT).
 EG1414'THE MARK IS 0.91 METERS  N FROM  A WITNESS POST
 EG1414'THE MARK IS ABOVE LEVEL WITH ROAD.
 EG1414
 EG1414                          STATION RECOVERY (2000)
 EG1414
 EG1414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1411 ***********************************************************************
 EG1411  DESIGNATION -  50 504 USE
 EG1411  PID         -  EG1411
 EG1411  STATE/COUNTY-  MS/TISHOMINGO
 EG1411  USGS QUAD   -  PADEN SE (1992)
 EG1411
 EG1411                         *CURRENT SURVEY CONTROL
 EG1411  ___________________________________________________________________
 EG1411* NAD 83(1986)-  34 31 26.     (N)    088 19 49.     (W)     SCALED    
 EG1411* NAVD 88     -       135.842  (meters)     445.68   (feet)  ADJUSTED  
 EG1411  ___________________________________________________________________
 EG1411  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1411  DYNAMIC HT  -         135.710 (meters)     445.24  (feet)  COMP
 EG1411  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EG1411
 EG1411  VERT ORDER  -  FIRST     CLASS II
 EG1411
 EG1411.The horizontal coordinates were scaled from a topographic map and have
 EG1411.an estimated accuracy of +/- 6 seconds.
 EG1411
 EG1411.The orthometric height was determined by differential leveling
 EG1411.and adjusted in June 1991.
 EG1411
 EG1411.The geoid height was determined by GEOID03.
 EG1411
 EG1411.The dynamic height is computed by dividing the NAVD 88
 EG1411.geopotential number by the normal gravity value computed on the
 EG1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1411.degrees latitude (g = 980.6199 gals.).
 EG1411
 EG1411.The modeled gravity was interpolated from observed gravity values.
 EG1411
 EG1411;                    North         East    Units  Estimated Accuracy
 EG1411;SPC MS E     -   557,170.      346,190.      MT  (+/- 180 meters Scaled)
 EG1411
 EG1411                          SUPERSEDED SURVEY CONTROL
 EG1411
 EG1411  NGVD 29 (??/??/92)  135.774  (m)          445.45   (f) ADJ UNCH    1 2
 EG1411
 EG1411.Superseded values are not recommended for survey control.
 EG1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1411.See file dsdata.txt to determine how the superseded data were derived.
 EG1411
 EG1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD779210(NAD 83)
 EG1411_MARKER: DD = SURVEY DISK
 EG1411_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1411_SP_SET: ALUMINUM ALLOY ROD
 EG1411_STAMPING: 50 504 1982
 EG1411_MARK LOGO: USE   
 EG1411_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1411_ROD/PIPE-DEPTH: 5.5  meters
 EG1411
 EG1411  HISTORY     - Date     Condition        Report By
 EG1411  HISTORY     - 1982     MONUMENTED       USE
 EG1411  HISTORY     - 1985     GOOD             NGS
 EG1411
 EG1411                          STATION DESCRIPTION
 EG1411
 EG1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1411'IN BAY SPRINGS.
 EG1411'1.04 KM (0.65 MI) NORTH-NORTHWEST ALONG A GRAVEL ROAD ON THE WEST SIDE
 EG1411'OF THE TENNESSEE-TOMBIGBEE WATERWAY, FROM THE STATE HIGHWAY 4 OVERPASS
 EG1411'BRIDGE TO THE MARK ON THE LEFT, AT THE JUNCTION OF A PAVED ROAD
 EG1411'LEADING EAST TO THE LOCK AND DAM, IN A WOODED AREA NEAR THE EDGE OF
 EG1411'THE WOODS LINE, 38.1 METERS (125.0 FT) WEST OF THE CENTER OF THE ROAD,
 EG1411'31.4 METERS (103.0 FT) SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 EG1411'4.57 METERS (15.0 FT) NORTHWEST OF A 16-INCH LONE OAK TREE.
 EG1411'THE MARK IS 0.91 METERS  NE FROM  A WITNESS POST
 EG1411'THE MARK IS 0.45 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1410 ***********************************************************************
 EG1410  DESIGNATION -  50 505 USE
 EG1410  PID         -  EG1410
 EG1410  STATE/COUNTY-  MS/PRENTISS
 EG1410  USGS QUAD   -  PADEN SE (1992)
 EG1410
 EG1410                         *CURRENT SURVEY CONTROL
 EG1410  ___________________________________________________________________
 EG1410* NAD 83(1986)-  34 31 27.     (N)    088 19 56.     (W)     SCALED    
 EG1410* NAVD 88     -       139.773  (meters)     458.57   (feet)  ADJUSTED  
 EG1410  ___________________________________________________________________
 EG1410  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1410  DYNAMIC HT  -         139.637 (meters)     458.13  (feet)  COMP
 EG1410  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EG1410
 EG1410  VERT ORDER  -  FIRST     CLASS II
 EG1410
 EG1410.The horizontal coordinates were scaled from a topographic map and have
 EG1410.an estimated accuracy of +/- 6 seconds.
 EG1410
 EG1410.The orthometric height was determined by differential leveling
 EG1410.and adjusted in June 1991.
 EG1410
 EG1410.The geoid height was determined by GEOID03.
 EG1410
 EG1410.The dynamic height is computed by dividing the NAVD 88
 EG1410.geopotential number by the normal gravity value computed on the
 EG1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1410.degrees latitude (g = 980.6199 gals.).
 EG1410
 EG1410.The modeled gravity was interpolated from observed gravity values.
 EG1410
 EG1410;                    North         East    Units  Estimated Accuracy
 EG1410;SPC MS E     -   557,200.      346,010.      MT  (+/- 180 meters Scaled)
 EG1410
 EG1410                          SUPERSEDED SURVEY CONTROL
 EG1410
 EG1410  NGVD 29 (??/??/92)  139.705  (m)          458.35   (f) ADJ UNCH    1 2
 EG1410
 EG1410.Superseded values are not recommended for survey control.
 EG1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1410.See file dsdata.txt to determine how the superseded data were derived.
 EG1410
 EG1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD777210(NAD 83)
 EG1410_MARKER: DD = SURVEY DISK
 EG1410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 EG1410_SP_SET: ALUMINUM ALLOY ROD
 EG1410_STAMPING: 50 505 1982
 EG1410_MARK LOGO: USE   
 EG1410_PROJECTION: PROJECTING 50 CENTIMETERS
 EG1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1410+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2000
 EG1410_ROD/PIPE-DEPTH: 4.9  meters
 EG1410
 EG1410  HISTORY     - Date     Condition        Report By
 EG1410  HISTORY     - 1982     MONUMENTED       USE
 EG1410  HISTORY     - 1985     GOOD             NGS
 EG1410  HISTORY     - 20000222 GOOD             MSHD
 EG1410
 EG1410                          STATION DESCRIPTION
 EG1410
 EG1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1410'IN BAY SPRINGS.
 EG1410'IN BAY SPRINGS.  0.6 KM (0.35 MI) WEST ALONG A PAVED ROAD FROM THE
 EG1410'WEST WALL OF THE BAY SPRINGS LOCK AND DAM TO THE MARK ON THE RIGHT,
 EG1410'NEAR THE Y-JUNCTION OF PAVED ROAD LEADING NORTHEAST TO A LAKE.
 EG1410'20.11 METERS (66.0 FT) NORTH OF THE CENTER LINE OF THE ROAD (A
 EG1410'SLOPE MEASUREMENT) AND 34.13 METERS (112.0 FT) NORTHEAST OF A SIGN
 EG1410'(15 MPH).
 EG1410'THE MARK IS 0.82 METERS  SW FROM  A WITNESS POST
 EG1410'THE MARK IS 3.04 M ABOVE ROAD.
 EG1410
 EG1410                          STATION RECOVERY (2000)
 EG1410
 EG1410'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1410'ON TERRACE ON BANK ABOVE NORTH SIDE OF ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0948 ***********************************************************************
 DK0948  DESIGNATION -  50 A
 DK0948  PID         -  DK0948
 DK0948  STATE/COUNTY-  MS/BOLIVAR
 DK0948  USGS QUAD   -  ARKANSAS CITY (1972)
 DK0948
 DK0948                         *CURRENT SURVEY CONTROL
 DK0948  ___________________________________________________________________
 DK0948* NAD 83(1986)-  33 31 48.     (N)    091 08 39.     (W)     SCALED    
 DK0948* NAVD 88     -        40.03   (+/-2cm)     131.3    (feet)  VERTCON   
 DK0948  ___________________________________________________________________
 DK0948  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0948  VERT ORDER  -  ? (See Below)
 DK0948
 DK0948.The horizontal coordinates were scaled from a topographic map and have
 DK0948.an estimated accuracy of +/- 6 seconds.
 DK0948
 DK0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0948.The vertical order pertains to the NGVD 29 superseded value.
 DK0948
 DK0948.The geoid height was determined by GEOID03.
 DK0948
 DK0948;                    North         East    Units  Estimated Accuracy
 DK0948;SPC MS W     -   447,110.      624,680.      MT  (+/- 180 meters Scaled)
 DK0948
 DK0948                          SUPERSEDED SURVEY CONTROL
 DK0948
 DK0948  NGVD 29 (??/??/??)   40.100  (m)          131.56   (f) ADJUSTED    ?  
 DK0948
 DK0948.Superseded values are not recommended for survey control.
 DK0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0948.See file dsdata.txt to determine how the superseded data were derived.
 DK0948
 DK0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT723115(NAD 83)
 DK0948_MARKER: P = PIPE CAP
 DK0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0948_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0948
 DK0948  HISTORY     - Date     Condition        Report By
 DK0948  HISTORY     - UNK      MONUMENTED       DOD
 DK0948  HISTORY     - 1934     GOOD             CGS
 DK0948  HISTORY     - 1972     MARK NOT FOUND   USGS
 DK0948
 DK0948                          STATION DESCRIPTION
 DK0948
 DK0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0948'8.7 MI S FROM EUTAW.
 DK0948'IN BOLIVAR COUNTY, ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW,
 DK0948'BOLIVAR COUNTY, THENCE ABOUT 8.2 MILES SOUTH ALONG THE LEVEE, ABOUT
 DK0948'1/2 MILE WEST OF THE MORNING STAR CHURCH, WASHINGTON COUNTY, ABOUT 350
 DK0948'FEET NORTHWEST OF THE BOLIVAR - WASHINGTON COUNTY LINE, AND ABOUT 150
 DK0948'FEET NORTHEAST OF THE LANDSIDE TOE OF THE LEVEE.  A CORPS OF
 DK0948'ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON TOP OF A 2-INCH IRON
 DK0948'PIPE SET IN CONCRETE.
 DK0948
 DK0948                          STATION RECOVERY (1972)
 DK0948
 DK0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1202 ***********************************************************************
 DK1202  DESIGNATION -  50 M BOLT
 DK1202  PID         -  DK1202
 DK1202  STATE/COUNTY-  MS/WASHINGTON
 DK1202  USGS QUAD   -  AVON (1970)
 DK1202
 DK1202                         *CURRENT SURVEY CONTROL
 DK1202  ___________________________________________________________________
 DK1202* NAD 83(1986)-  33 13 01.     (N)    091 04 16.     (W)     SCALED    
 DK1202* NAVD 88     -        34.69   (+/-2cm)     113.8    (feet)  VERTCON   
 DK1202  ___________________________________________________________________
 DK1202  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1202  VERT ORDER  -  ? (See Below)
 DK1202
 DK1202.The horizontal coordinates were scaled from a topographic map and have
 DK1202.an estimated accuracy of +/- 6 seconds.
 DK1202
 DK1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1202.The vertical order pertains to the NGVD 29 superseded value.
 DK1202
 DK1202.The geoid height was determined by GEOID03.
 DK1202
 DK1202;                    North         East    Units  Estimated Accuracy
 DK1202;SPC MS W     -   412,340.      631,220.      MT  (+/- 180 meters Scaled)
 DK1202
 DK1202                          SUPERSEDED SURVEY CONTROL
 DK1202
 DK1202  NGVD 29 (??/??/??)   34.732  (m)          113.95   (f) ADJUSTED    ?  
 DK1202
 DK1202.Superseded values are not recommended for survey control.
 DK1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1202.See file dsdata.txt to determine how the superseded data were derived.
 DK1202
 DK1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS797769(NAD 83)
 DK1202_MARKER: B = BOLT
 DK1202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1202
 DK1202  HISTORY     - Date     Condition        Report By
 DK1202  HISTORY     - UNK      MONUMENTED       DOD
 DK1202  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1202  HISTORY     - 1968     MARK NOT FOUND   USGS
 DK1202
 DK1202                          STATION DESCRIPTION
 DK1202
 DK1202'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1202'1.5 MI NW FROM JAMES.
 DK1202'0.4 MILE WEST ALONG A DIRT ROAD FROM LONGWOOD, THENCE 5.2 MILES NORTH
 DK1202'ALONG THE LEVEE, 1.5 MILES NORTHWEST OF JAMES, ON THE KRETSCHMAR
 DK1202'PLANTATION, 1,580 FEET LANDSIDE OF THE LEVEE FROM A POINT 500 FEET
 DK1202'BELOW LEVEE STATION 5340, 1,357.2 FEET EAST OF CORPS OF ENGINEERS,
 DK1202'U.S. ARMY, PRECISE BENCH MARK KRETSCHMAR, DESCRIBED ABOVE, WEST OF A
 DK1202'ROAD LEADING NORTH OF THE LEVEE, AND AT A FENCE CORNER.  A COPPER
 DK1202'BOLT, SET IN THE TOP OF A STONE SLAB 3 FEET UNDER GROUND, ACCESS TO
 DK1202'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 18 INCHES ABOVE THE
 DK1202'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY.
 DK1202
 DK1202                          STATION RECOVERY (1968)
 DK1202
 DK1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1203 ***********************************************************************
 DK1203  DESIGNATION -  50 M CAP
 DK1203  PID         -  DK1203
 DK1203  STATE/COUNTY-  MS/WASHINGTON
 DK1203  USGS QUAD   -  AVON (1970)
 DK1203
 DK1203                         *CURRENT SURVEY CONTROL
 DK1203  ___________________________________________________________________
 DK1203* NAD 83(1986)-  33 13 01.     (N)    091 04 16.     (W)     SCALED    
 DK1203* NAVD 88     -        35.90   (+/-2cm)     117.8    (feet)  VERTCON   
 DK1203  ___________________________________________________________________
 DK1203  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1203  VERT ORDER  -  ? (See Below)
 DK1203
 DK1203.The horizontal coordinates were scaled from a topographic map and have
 DK1203.an estimated accuracy of +/- 6 seconds.
 DK1203
 DK1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1203.The vertical order pertains to the NGVD 29 superseded value.
 DK1203
 DK1203.The geoid height was determined by GEOID03.
 DK1203
 DK1203;                    North         East    Units  Estimated Accuracy
 DK1203;SPC MS W     -   412,340.      631,220.      MT  (+/- 180 meters Scaled)
 DK1203
 DK1203                          SUPERSEDED SURVEY CONTROL
 DK1203
 DK1203  NGVD 29 (??/??/??)   35.946  (m)          117.93   (f) ADJUSTED    ?  
 DK1203
 DK1203.Superseded values are not recommended for survey control.
 DK1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1203.See file dsdata.txt to determine how the superseded data were derived.
 DK1203
 DK1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS797769(NAD 83)
 DK1203_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1203
 DK1203  HISTORY     - Date     Condition        Report By
 DK1203  HISTORY     - UNK      MONUMENTED       DOD
 DK1203  HISTORY     - 1934     GOOD             CGS
 DK1203  HISTORY     - 1968     MARK NOT FOUND   USGS
 DK1203
 DK1203                          STATION DESCRIPTION
 DK1203
 DK1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1203'1.5 MI NW FROM JAMES.
 DK1203'B.M. 50 M IS A PIPE STONE BENCH WITH BRASS CAP.  LOCATED 1 1/2 MILES
 DK1203'NORTHWEST OF JAMES, WASHINGTON CO, MISS., ON LEFT BANK OF MISS.,
 DK1203'RIVER, ON THE KRETSCHMAR PLANTATION, ABOUT 1580 FEET TO THE LAND SIDE
 DK1203'OF LEVEE AT A POINT ABOUT 500 FEET BELOW LEVEE STA. 5340, IN A FENCE
 DK1203'CORNER, THE EAST AND WEST FENCE RUNS PARALLEL WITH ROAD THAT CROSSES
 DK1203'LEVEE AND LEADS OUT TO RIVER AT OUTLET OF LAKE LEE, TOP OF PIPE IS 18
 DK1203'INCHES ABOVE THE GROUND.
 DK1203
 DK1203                          STATION RECOVERY (1968)
 DK1203
 DK1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0494 ***********************************************************************
 CO0494  DESIGNATION -  50 S
 CO0494  PID         -  CO0494
 CO0494  STATE/COUNTY-  MS/NEWTON
 CO0494  USGS QUAD   -  CHUNKY (1983)
 CO0494
 CO0494                         *CURRENT SURVEY CONTROL
 CO0494  ___________________________________________________________________
 CO0494* NAD 83(1986)-  32 19 31.     (N)    088 55 41.     (W)     SCALED    
 CO0494* NAVD 88     -        96.437  (meters)     316.39   (feet)  ADJUSTED  
 CO0494  ___________________________________________________________________
 CO0494  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CO0494  DYNAMIC HT  -          96.325 (meters)     316.03  (feet)  COMP
 CO0494  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CO0494
 CO0494  VERT ORDER  -  FIRST     CLASS I
 CO0494
 CO0494.The horizontal coordinates were scaled from a topographic map and have
 CO0494.an estimated accuracy of +/- 6 seconds.
 CO0494
 CO0494.The orthometric height was determined by differential leveling
 CO0494.and adjusted in June 1991.
 CO0494
 CO0494.The geoid height was determined by GEOID03.
 CO0494
 CO0494.The dynamic height is computed by dividing the NAVD 88
 CO0494.geopotential number by the normal gravity value computed on the
 CO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0494.degrees latitude (g = 980.6199 gals.).
 CO0494
 CO0494.The modeled gravity was interpolated from observed gravity values.
 CO0494
 CO0494;                    North         East    Units  Estimated Accuracy
 CO0494;SPC MS E     -   313,220.      291,080.      MT  (+/- 180 meters Scaled)
 CO0494
 CO0494                          SUPERSEDED SURVEY CONTROL
 CO0494
 CO0494  NGVD 29 (??/??/??)   96.427  (m)          316.36   (f) ADJUSTED    1 1
 CO0494
 CO0494.Superseded values are not recommended for survey control.
 CO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0494.See file dsdata.txt to determine how the superseded data were derived.
 CO0494
 CO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA185781(NAD 83)
 CO0494_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CO0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CO0494_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CO0494_STAMPING: MISS PRIM TRAV STA NO 50 316 1920
 CO0494_MARK LOGO: USGS  
 CO0494_MAGNETIC: P = MARKER IS A STEEL PIPE
 CO0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0494+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1989
 CO0494
 CO0494  HISTORY     - Date     Condition        Report By
 CO0494  HISTORY     - 1920     MONUMENTED       USGS
 CO0494  HISTORY     - 1968     GOOD             NGS
 CO0494  HISTORY     - 19890720 SEE DESCRIPTION  MSHD
 CO0494
 CO0494                          STATION DESCRIPTION
 CO0494
 CO0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0494'0.1 MI S FROM CHUNKY.
 CO0494'ABOUT 0.1 MILE SOUTH CROSS-COUNTY FROM THE POST OFFICE AT CHUNKY, IN
 CO0494'SECTION 36, T 5 N, R 13 E, 148 FEET SOUTHWEST OF THE CENTER OF A
 CO0494'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND A PAVED ROAD, IN THE
 CO0494'NORTH EDGE OF A PAVED ROAD, 42 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 CO0494'MAIN TRACK, 11 FEET NORTH AND ACROSS THE ROAD FROM A CHAIN LINK FENCE,
 CO0494'51 1/2 FEET NORTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE WHICH
 CO0494'IS BRACED BY A GUY WIRE, 125.4 FEET SOUTHWEST AND ACROSS THE TRACKS
 CO0494'FROM BENCH MARK Z 211, A U.S. GEOLOGICAL SURVEY CAP ON TOP OF A 3-INCH
 CO0494'IRON PIPE WHICH PROJECTS 3 INCHES.
 CO0494
 CO0494                          STATION RECOVERY (1989)
 CO0494
 CO0494'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0494'PIPE WAS FOUND WITH THE CAP MISSING AND SHOULD BE CONSIDERED
 CO0494'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0785 ***********************************************************************
 EH0785  DESIGNATION -  50/51
 EH0785  PID         -  EH0785
 EH0785  STATE/COUNTY-  MS/TUNICA
 EH0785  USGS QUAD   -  HELENA (1982)
 EH0785
 EH0785                         *CURRENT SURVEY CONTROL
 EH0785  ___________________________________________________________________
 EH0785* NAD 83(1986)-  34 35 01.     (N)    090 31 11.     (W)     SCALED    
 EH0785* NAVD 88     -        56.567  (meters)     185.59   (feet)  ADJUSTED  
 EH0785  ___________________________________________________________________
 EH0785  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0785  DYNAMIC HT  -          56.513 (meters)     185.41  (feet)  COMP
 EH0785  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EH0785
 EH0785  VERT ORDER  -  FIRST     CLASS II
 EH0785
 EH0785.The horizontal coordinates were scaled from a topographic map and have
 EH0785.an estimated accuracy of +/- 6 seconds.
 EH0785
 EH0785.The orthometric height was determined by differential leveling
 EH0785.and adjusted in June 1991.
 EH0785
 EH0785.The geoid height was determined by GEOID03.
 EH0785
 EH0785.The dynamic height is computed by dividing the NAVD 88
 EH0785.geopotential number by the normal gravity value computed on the
 EH0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0785.degrees latitude (g = 980.6199 gals.).
 EH0785
 EH0785.The modeled gravity was interpolated from observed gravity values.
 EH0785
 EH0785;                    North         East    Units  Estimated Accuracy
 EH0785;SPC MS W     -   563,700.      682,900.      MT  (+/- 180 meters Scaled)
 EH0785
 EH0785                          SUPERSEDED SURVEY CONTROL
 EH0785
 EH0785  NGVD 29 (??/??/??)   56.609  (m)          185.72   (f) ADJUSTED    1 2
 EH0785
 EH0785.Superseded values are not recommended for survey control.
 EH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0785.See file dsdata.txt to determine how the superseded data were derived.
 EH0785
 EH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU274296(NAD 83)
 EH0785_MARKER: DD = SURVEY DISK
 EH0785_SETTING: 0 = UNSPECIFIED SETTING
 EH0785_STAMPING: BM 50/51 (USED)
 EH0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0785
 EH0785  HISTORY     - Date     Condition        Report By
 EH0785  HISTORY     - UNK      MONUMENTED       DOD
 EH0785  HISTORY     - 1966     GOOD             MSHD
 EH0785  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0785
 EH0785                          STATION DESCRIPTION
 EH0785
 EH0785'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0785'14.9 MI SW FROM TUNICA.
 EH0785'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0785'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0785'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0785'FOR 3.35 MILES TO A CROSSROADS, CONTINUE (SOUTH) ON A BLACKTOP ROAD
 EH0785'FOR 3.65 MILES TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN
 EH0785'RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 6.05 MILES TO A CURVE
 EH0785'LEFT AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0785'ALL-WEATHER ROAD FOR 0.4 MILE TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0785'LEFT (WEST) AND CONTINUE ON THE LEVEE FOR 1.35 MILES TO MILEPOST 50/51
 EH0785'AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 704 FEET NORTHWEST OF
 EH0785'REF 50/51, 389.5 FEET NORTHEAST OF THE CENTER OF THE LEVEE, 375 FEET
 EH0785'NORTHEAST OF MILEPOST 50/51, 75 FEET SOUTHWEST OF A FENCE, 52 FEET
 EH0785'NORTHEAST OF A FENCE, AND 1.3 FEET NORTHEAST OF A METAL WITNESS POST.
 EH0785
 EH0785                          STATION RECOVERY (1978)
 EH0785
 EH0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0786 ***********************************************************************
 EH0786  DESIGNATION -  50/51 REF
 EH0786  PID         -  EH0786
 EH0786  STATE/COUNTY-  MS/TUNICA
 EH0786  USGS QUAD   -  HELENA (1982)
 EH0786
 EH0786                         *CURRENT SURVEY CONTROL
 EH0786  ___________________________________________________________________
 EH0786* NAD 83(1986)-  34 34 58.     (N)    090 31 02.     (W)     SCALED    
 EH0786* NAVD 88     -        55.916  (meters)     183.45   (feet)  ADJUSTED  
 EH0786  ___________________________________________________________________
 EH0786  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0786  DYNAMIC HT  -          55.863 (meters)     183.28  (feet)  COMP
 EH0786  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EH0786
 EH0786  VERT ORDER  -  FIRST     CLASS II
 EH0786
 EH0786.The horizontal coordinates were scaled from a topographic map and have
 EH0786.an estimated accuracy of +/- 6 seconds.
 EH0786
 EH0786.The orthometric height was determined by differential leveling
 EH0786.and adjusted in June 1991.
 EH0786
 EH0786.The geoid height was determined by GEOID03.
 EH0786
 EH0786.The dynamic height is computed by dividing the NAVD 88
 EH0786.geopotential number by the normal gravity value computed on the
 EH0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0786.degrees latitude (g = 980.6199 gals.).
 EH0786
 EH0786.The modeled gravity was interpolated from observed gravity values.
 EH0786
 EH0786;                    North         East    Units  Estimated Accuracy
 EH0786;SPC MS W     -   563,610.      683,130.      MT  (+/- 180 meters Scaled)
 EH0786
 EH0786                          SUPERSEDED SURVEY CONTROL
 EH0786
 EH0786  NGVD 29 (??/??/??)   55.958  (m)          183.59   (f) ADJUSTED    1 2
 EH0786
 EH0786.Superseded values are not recommended for survey control.
 EH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0786.See file dsdata.txt to determine how the superseded data were derived.
 EH0786
 EH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU277295(NAD 83)
 EH0786_MARKER: DD = SURVEY DISK
 EH0786_SETTING: 0 = UNSPECIFIED SETTING
 EH0786_STAMPING: REF 50/51 USED
 EH0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0786
 EH0786  HISTORY     - Date     Condition        Report By
 EH0786  HISTORY     - UNK      MONUMENTED       DOD
 EH0786  HISTORY     - 1966     GOOD             MSHD
 EH0786  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0786
 EH0786                          STATION DESCRIPTION
 EH0786
 EH0786'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0786'15.05 MI SW FROM TUNICA.
 EH0786'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0786'STREET RUNNING PARALLEL ON THE WEST SIDE OF THE RAILROAD TRACK FOR 0.1
 EH0786'MILE TO THE END OF THE CONCTRETE, CONTINUE SOUTH ON A BLACKTOP STREET
 EH0786'FOR 3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BALCKTOP ROAD FOR
 EH0786'3.65 MILES TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN
 EH0786'RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 6.05 MILES TO A CURVE
 EH0786'LEFT AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0786'ALL-WEATHER ROAD FOR 0.4 MILE TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0786'LEFT (WEST) AND CONTINUE ON THE LEVEE FOR 1.5 MILES TO THE MARK ON THE
 EH0786'LEFT APPOXIMATELY 130 YARDS NORTHEAST OF THE CENTER OF THE LEVEE. IT
 EH0786'IS 704 FEET SOUTHEAST OF BM 50/51, 652 FEET SOUTHEAST OF A FENCE, 80.3
 EH0786'FEET SOUTHWEST OF A FENCE, AND 1.3 FEET SOUTHWEST OF A METAL WITNESS
 EH0786'POST.
 EH0786'NOTE-- 1978 REPORT - PROBABLY DESTROYED BY FARMING EQUIPMENT.
 EH0786
 EH0786                          STATION RECOVERY (1978)
 EH0786
 EH0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1192 ***********************************************************************
 DK1192  DESIGNATION -  51 M
 DK1192  PID         -  DK1192
 DK1192  STATE/COUNTY-  MS/WASHINGTON
 DK1192  USGS QUAD   -  AVON (1970)
 DK1192
 DK1192                         *CURRENT SURVEY CONTROL
 DK1192  ___________________________________________________________________
 DK1192* NAD 83(1986)-  33 08 48.     (N)    091 03 55.     (W)     SCALED    
 DK1192* NAVD 88     -        33.785  (meters)     110.84   (feet)  ADJUSTED  
 DK1192  ___________________________________________________________________
 DK1192  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1192  DYNAMIC HT  -          33.749 (meters)     110.72  (feet)  COMP
 DK1192  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DK1192
 DK1192  VERT ORDER  -  SECOND    CLASS 0
 DK1192
 DK1192.The horizontal coordinates were scaled from a topographic map and have
 DK1192.an estimated accuracy of +/- 6 seconds.
 DK1192
 DK1192.The orthometric height was determined by differential leveling
 DK1192.and adjusted in June 1991.
 DK1192
 DK1192.The geoid height was determined by GEOID03.
 DK1192
 DK1192.The dynamic height is computed by dividing the NAVD 88
 DK1192.geopotential number by the normal gravity value computed on the
 DK1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1192.degrees latitude (g = 980.6199 gals.).
 DK1192
 DK1192.The modeled gravity was interpolated from observed gravity values.
 DK1192
 DK1192;                    North         East    Units  Estimated Accuracy
 DK1192;SPC MS W     -   404,540.      631,710.      MT  (+/- 180 meters Scaled)
 DK1192
 DK1192                          SUPERSEDED SURVEY CONTROL
 DK1192
 DK1192  NGVD 29 (??/??/??)   33.825  (m)          110.97   (f) ADJUSTED    2 0
 DK1192
 DK1192.Superseded values are not recommended for survey control.
 DK1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1192.See file dsdata.txt to determine how the superseded data were derived.
 DK1192
 DK1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS804692(NAD 83)
 DK1192_MARKER: P = PIPE CAP
 DK1192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1192_STAMPING: USE 51M 1930
 DK1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1192
 DK1192  HISTORY     - Date     Condition        Report By
 DK1192  HISTORY     - 1930     MONUMENTED       DOD
 DK1192  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1192
 DK1192                          STATION DESCRIPTION
 DK1192
 DK1192'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1192'IN LONGWOOD.
 DK1192'THE MARK IS LOCATED AT LONGWOOD ON STATE HIGHWAY 1, ABOUT 100 FEET
 DK1192'NORTHEAST OF THE NORTHEAST CORNER OF THE POST OFFICE ABOUT 170 FEET
 DK1192'EAST OF THE YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACK, IN THE YARD
 DK1192'OF A CABIN, AND 45 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 DK1192'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP STAMPED USE 51M 1930
 DK1192'FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 16 INCHES ABOVE
 DK1192'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0788 ***********************************************************************
 EH0788  DESIGNATION -  51/52
 EH0788  PID         -  EH0788
 EH0788  STATE/COUNTY-  MS/TUNICA
 EH0788  USGS QUAD   -  HELENA (1982)
 EH0788
 EH0788                         *CURRENT SURVEY CONTROL
 EH0788  ___________________________________________________________________
 EH0788* NAD 83(1986)-  34 34 19.     (N)    090 30 38.     (W)     SCALED    
 EH0788* NAVD 88     -        56.760  (meters)     186.22   (feet)  ADJUSTED  
 EH0788  ___________________________________________________________________
 EH0788  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0788  DYNAMIC HT  -          56.706 (meters)     186.04  (feet)  COMP
 EH0788  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EH0788
 EH0788  VERT ORDER  -  FIRST     CLASS II
 EH0788
 EH0788.The horizontal coordinates were scaled from a topographic map and have
 EH0788.an estimated accuracy of +/- 6 seconds.
 EH0788
 EH0788.The orthometric height was determined by differential leveling
 EH0788.and adjusted in June 1991.
 EH0788
 EH0788.The geoid height was determined by GEOID03.
 EH0788
 EH0788.The dynamic height is computed by dividing the NAVD 88
 EH0788.geopotential number by the normal gravity value computed on the
 EH0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0788.degrees latitude (g = 980.6199 gals.).
 EH0788
 EH0788.The modeled gravity was interpolated from observed gravity values.
 EH0788
 EH0788;                    North         East    Units  Estimated Accuracy
 EH0788;SPC MS W     -   562,400.      683,740.      MT  (+/- 180 meters Scaled)
 EH0788
 EH0788                          SUPERSEDED SURVEY CONTROL
 EH0788
 EH0788  NGVD 29 (??/??/??)   56.802  (m)          186.36   (f) ADJUSTED    1 2
 EH0788
 EH0788.Superseded values are not recommended for survey control.
 EH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0788.See file dsdata.txt to determine how the superseded data were derived.
 EH0788
 EH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU283283(NAD 83)
 EH0788_MARKER: DD = SURVEY DISK
 EH0788_SETTING: 0 = UNSPECIFIED SETTING
 EH0788_STAMPING: BM 51/52 (USED)
 EH0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0788
 EH0788  HISTORY     - Date     Condition        Report By
 EH0788  HISTORY     - UNK      MONUMENTED       DOD
 EH0788  HISTORY     - 1966     GOOD             MSHD
 EH0788
 EH0788                          STATION DESCRIPTION
 EH0788
 EH0788'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0788'14.25 MI SW FROM TUNICA.
 EH0788'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0788'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0788'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0788'FOR 3.45 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0788'3.65 MILES TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN
 EH0788'RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 6.2 MILES TO THE END
 EH0788'OF THE BLACKTOP, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 0.95 MILE TO
 EH0788'THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 600 FEET NORTH-NORTHWEST OF
 EH0788'REF 51/52, 429 FEET EAST-NORTHEAST OF THE CENTER OF THE LEVEE, 419
 EH0788'FEET EAST-NORTHEAST OF MILEPOST 51/52, 93.5 FEET NORTHEAST OF A POWER
 EH0788'POLE, 22 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 EH0788'EAST OF A TELPHONE POLE, 1.7 FEET WEST-NORTHWEST OF A FENCE LINE, AND
 EH0788'1.6 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0789 ***********************************************************************
 EH0789  DESIGNATION -  51/52 REF
 EH0789  PID         -  EH0789
 EH0789  STATE/COUNTY-  MS/TUNICA
 EH0789  USGS QUAD   -  HELENA (1982)
 EH0789
 EH0789                         *CURRENT SURVEY CONTROL
 EH0789  ___________________________________________________________________
 EH0789* NAD 83(1986)-  34 34 13.     (N)    090 30 35.     (W)     SCALED    
 EH0789* NAVD 88     -        56.503  (meters)     185.38   (feet)  ADJUSTED  
 EH0789  ___________________________________________________________________
 EH0789  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0789  DYNAMIC HT  -          56.449 (meters)     185.20  (feet)  COMP
 EH0789  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 EH0789
 EH0789  VERT ORDER  -  FIRST     CLASS II
 EH0789
 EH0789.The horizontal coordinates were scaled from a topographic map and have
 EH0789.an estimated accuracy of +/- 6 seconds.
 EH0789
 EH0789.The orthometric height was determined by differential leveling
 EH0789.and adjusted in June 1991.
 EH0789
 EH0789.The geoid height was determined by GEOID03.
 EH0789
 EH0789.The dynamic height is computed by dividing the NAVD 88
 EH0789.geopotential number by the normal gravity value computed on the
 EH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0789.degrees latitude (g = 980.6199 gals.).
 EH0789
 EH0789.The modeled gravity was interpolated from observed gravity values.
 EH0789
 EH0789;                    North         East    Units  Estimated Accuracy
 EH0789;SPC MS W     -   562,220.      683,820.      MT  (+/- 180 meters Scaled)
 EH0789
 EH0789                          SUPERSEDED SURVEY CONTROL
 EH0789
 EH0789  NGVD 29 (??/??/??)   56.546  (m)          185.52   (f) ADJUSTED    1 2
 EH0789
 EH0789.Superseded values are not recommended for survey control.
 EH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0789.See file dsdata.txt to determine how the superseded data were derived.
 EH0789
 EH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU284282(NAD 83)
 EH0789_MARKER: DD = SURVEY DISK
 EH0789_SETTING: 0 = UNSPECIFIED SETTING
 EH0789_STAMPING: REF 51/52 (USED)
 EH0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0789
 EH0789  HISTORY     - Date     Condition        Report By
 EH0789  HISTORY     - UNK      MONUMENTED       DOD
 EH0789  HISTORY     - 1966     GOOD             MSHD
 EH0789
 EH0789                          STATION DESCRIPTION
 EH0789
 EH0789'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0789'14.35 MI SW FROM TUNICA.
 EH0789'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0789'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0789'0.1 MILE TO THE END OF THE CONCRETE STREET, CONTINUE SOUTH ON A
 EH0789'BLACKTOP ROAD FOR 3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON
 EH0789'BLACKTOP ROAD FOR 3.65 MILES TO THE END OF THE BLACKTOP AND A SIDE
 EH0789'ROAD RIGHT, TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 6.2
 EH0789'MILES TO THE END OF THE BLACKTOP, CONTINUE SOUTH ON AN ALL-WEATHER
 EH0789'ROAD FOR 1.05 MILES TO THE MARK ON THE RIGHT APPROXIMATELY 130 YARDS
 EH0789'EAST-NORTH EAST OF THE CENTER OF THE TOP OF THE LEVEE.  IT IS 600 FEET
 EH0789'SOUTH-SOUTHEAST OF BM 51/52, 53 FEET NORTH OF TELEPHONE POLE NO. 126,
 EH0789'32 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, AND 12 FEET
 EH0789'WEST OF A METAL WITNESS POST AND A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0791 ***********************************************************************
 EH0791  DESIGNATION -  52/53 RESET
 EH0791  PID         -  EH0791
 EH0791  STATE/COUNTY-  MS/TUNICA
 EH0791  USGS QUAD   -  HELENA (1982)
 EH0791
 EH0791                         *CURRENT SURVEY CONTROL
 EH0791  ___________________________________________________________________
 EH0791* NAD 83(1986)-  34 33 23.     (N)    090 30 34.     (W)     SCALED    
 EH0791* NAVD 88     -        55.063  (meters)     180.65   (feet)  ADJUSTED  
 EH0791  ___________________________________________________________________
 EH0791  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH0791  DYNAMIC HT  -          55.010 (meters)     180.48  (feet)  COMP
 EH0791  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 EH0791
 EH0791  VERT ORDER  -  FIRST     CLASS II
 EH0791
 EH0791.The horizontal coordinates were scaled from a topographic map and have
 EH0791.an estimated accuracy of +/- 6 seconds.
 EH0791
 EH0791.The orthometric height was determined by differential leveling
 EH0791.and adjusted in June 1991.
 EH0791
 EH0791.The geoid height was determined by GEOID03.
 EH0791
 EH0791.The dynamic height is computed by dividing the NAVD 88
 EH0791.geopotential number by the normal gravity value computed on the
 EH0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0791.degrees latitude (g = 980.6199 gals.).
 EH0791
 EH0791.The modeled gravity was interpolated from observed gravity values.
 EH0791
 EH0791;                    North         East    Units  Estimated Accuracy
 EH0791;SPC MS W     -   560,680.      683,840.      MT  (+/- 180 meters Scaled)
 EH0791
 EH0791                          SUPERSEDED SURVEY CONTROL
 EH0791
 EH0791  NGVD 29 (??/??/??)   55.107  (m)          180.80   (f) ADJUSTED    1 2
 EH0791
 EH0791.Superseded values are not recommended for survey control.
 EH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0791.See file dsdata.txt to determine how the superseded data were derived.
 EH0791
 EH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU285266(NAD 83)
 EH0791_MARKER: DD = SURVEY DISK
 EH0791_SETTING: 0 = UNSPECIFIED SETTING
 EH0791_STAMPING: BM 52/53 (USED)
 EH0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0791
 EH0791  HISTORY     - Date     Condition        Report By
 EH0791  HISTORY     - UNK      MONUMENTED       DOD
 EH0791  HISTORY     - 1966     GOOD             MSHD
 EH0791
 EH0791                          STATION DESCRIPTION
 EH0791
 EH0791'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0791'16.3 MI SW FROM TUNICA.
 EH0791'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0791'STREET RUNNING PARALLEL WITH THE WEST SIDE OF A RAILROAD TRACK FOR 0.1
 EH0791'MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0791'3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.65
 EH0791'MILE TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN RIGHT
 EH0791'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 5.95 MILES TO A CURVE LEFT
 EH0791'AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0791'ALL-WEATHER ROAD FOR 0.4 MILE TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0791'LEFT (WEST) AND CONTINUE ON THE LEVEE FOR 2.9 MILES MILEPOST 52/53 AND
 EH0791'THE MARK ON THE LEFT AS DESCRIBED.  IT IS 456 FEET NORTH OF A FENCE,
 EH0791'389 FEET EAST OF CENTER OF THE LEVEE, 377 FEET EAST OF MILEPOST 52/53,
 EH0791'74 FEET WEST OF THE WEST BANK OF A DITCH, AND 2 FEET EAST OF A METAL
 EH0791'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1250 ***********************************************************************
 DK1250  DESIGNATION -  53 M BOLT
 DK1250  PID         -  DK1250
 DK1250  STATE/COUNTY-  MS/WASHINGTON
 DK1250  USGS QUAD   -  GLEN ALLAN (1970)
 DK1250
 DK1250                         *CURRENT SURVEY CONTROL
 DK1250  ___________________________________________________________________
 DK1250* NAD 83(1986)-  33 02 33.     (N)    091 06 59.     (W)     SCALED    
 DK1250* NAVD 88     -        34.07   (+/-2cm)     111.8    (feet)  VERTCON   
 DK1250  ___________________________________________________________________
 DK1250  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1250  VERT ORDER  -  ? (See Below)
 DK1250
 DK1250.The horizontal coordinates were scaled from a topographic map and have
 DK1250.an estimated accuracy of +/- 6 seconds.
 DK1250
 DK1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1250.The vertical order pertains to the NGVD 29 superseded value.
 DK1250
 DK1250.The geoid height was determined by GEOID03.
 DK1250
 DK1250;                    North         East    Units  Estimated Accuracy
 DK1250;SPC MS W     -   393,030.      626,860.      MT  (+/- 180 meters Scaled)
 DK1250
 DK1250                          SUPERSEDED SURVEY CONTROL
 DK1250
 DK1250  NGVD 29 (??/??/??)   34.126  (m)          111.96   (f) ADJUSTED    ?  
 DK1250
 DK1250.Superseded values are not recommended for survey control.
 DK1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1250.See file dsdata.txt to determine how the superseded data were derived.
 DK1250
 DK1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS758575(NAD 83)
 DK1250_MARKER: B = BOLT
 DK1250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1250
 DK1250  HISTORY     - Date     Condition        Report By
 DK1250  HISTORY     - UNK      MONUMENTED       DOD
 DK1250  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1250  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK1250
 DK1250                          STATION DESCRIPTION
 DK1250
 DK1250'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1250'3.5 MI SE FROM LEOTA.
 DK1250'THE MARK IS LOCATED 2.5 MILES SOUTHEAST ALONG THE LEVEE FROM LEOTA
 DK1250'LANDING, ABOUT 1/2 MILE SOUTHEAST OF PRINCETON LANDING, ON THE
 DK1250'LANDSIDE OF THE MAIN LEVEE, ABOUT 1,400 FEET FROM THE CREST OF THE
 DK1250'LEVEE, 30 FEET NORTH OF A GRAVEL ROAD LEADING TO LAKE JACKSON, AND AT
 DK1250'THE SOUTHWEST CORNER OF THE YARD OF THE WOODSTOCK PLANTATION HOUSE
 DK1250'OCCUPIED BY D.G. HAMMERICK.  A COPPER BOLT, SET IN THE TOP OF A STONE
 DK1250'ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1250'PROJECTING ABOUT 16 INCHES ABOVE GROUND AND BEARING A CORPS OF
 DK1250'ENGINEERS, U.S. ARMY STANDARD CAP.
 DK1250
 DK1250                          STATION RECOVERY (1967)
 DK1250
 DK1250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0794 ***********************************************************************
 EH0794  DESIGNATION -  53/54 RESET
 EH0794  PID         -  EH0794
 EH0794  STATE/COUNTY-  MS/TUNICA
 EH0794  USGS QUAD   -  HELENA (1982)
 EH0794
 EH0794                         *CURRENT SURVEY CONTROL
 EH0794  ___________________________________________________________________
 EH0794* NAD 83(1986)-  34 32 33.     (N)    090 30 54.     (W)     SCALED    
 EH0794* NAVD 88     -        55.669  (meters)     182.64   (feet)  ADJUSTED  
 EH0794  ___________________________________________________________________
 EH0794  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0794  DYNAMIC HT  -          55.615 (meters)     182.46  (feet)  COMP
 EH0794  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EH0794
 EH0794  VERT ORDER  -  FIRST     CLASS II
 EH0794
 EH0794.The horizontal coordinates were scaled from a topographic map and have
 EH0794.an estimated accuracy of +/- 6 seconds.
 EH0794
 EH0794.The orthometric height was determined by differential leveling
 EH0794.and adjusted in June 1991.
 EH0794
 EH0794.The geoid height was determined by GEOID03.
 EH0794
 EH0794.The dynamic height is computed by dividing the NAVD 88
 EH0794.geopotential number by the normal gravity value computed on the
 EH0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0794.degrees latitude (g = 980.6199 gals.).
 EH0794
 EH0794.The modeled gravity was interpolated from observed gravity values.
 EH0794
 EH0794;                    North         East    Units  Estimated Accuracy
 EH0794;SPC MS W     -   559,140.      683,330.      MT  (+/- 180 meters Scaled)
 EH0794
 EH0794                          SUPERSEDED SURVEY CONTROL
 EH0794
 EH0794  NGVD 29 (??/??/??)   55.714  (m)          182.79   (f) ADJUSTED    1 2
 EH0794
 EH0794.Superseded values are not recommended for survey control.
 EH0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0794.See file dsdata.txt to determine how the superseded data were derived.
 EH0794
 EH0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU280251(NAD 83)
 EH0794_MARKER: DD = SURVEY DISK
 EH0794_SETTING: 0 = UNSPECIFIED SETTING
 EH0794_STAMPING: BM 53/54 (USED)
 EH0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0794
 EH0794  HISTORY     - Date     Condition        Report By
 EH0794  HISTORY     - UNK      MONUMENTED       DOD
 EH0794  HISTORY     - 1966     GOOD             MSHD
 EH0794
 EH0794                          STATION DESCRIPTION
 EH0794
 EH0794'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0794'17.0 MI SW FROM TUNICA.
 EH0794'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0794'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0794'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0794'FOR 3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0794'3.65 MILES TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN
 EH0794'RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 5.95 MILES TO A CURVE
 EH0794'LEFT AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0794'ALL-WEATHER ROAD FOR 0.4 MILE TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0794'LEFT (WEST) AND CONTINUE ON THE LEVEE FOR 3.9 MILES TO MILEPOST 53/54
 EH0794'AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 398 FEET SOUTHEAST OF
 EH0794'THE CENTER OF THE LEVEE, 385 FEET SOUTHEAST OF MILEPOST 53/54, 77 FEET
 EH0794'NORTHWEST OF A FENCE, 1.3 FEET WEST OF A WHITE PAINTED METAL POST, AND
 EH0794'1.3 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1253 ***********************************************************************
 DK1253  DESIGNATION -  54 M BOLT
 DK1253  PID         -  DK1253
 DK1253  STATE/COUNTY-  MS/WASHINGTON
 DK1253  USGS QUAD   -  GLEN ALLAN (1970)
 DK1253
 DK1253                         *CURRENT SURVEY CONTROL
 DK1253  ___________________________________________________________________
 DK1253* NAD 83(1986)-  33 02 37.     (N)    091 06 45.     (W)     SCALED    
 DK1253* NAVD 88     -        34.38   (+/-2cm)     112.8    (feet)  VERTCON   
 DK1253  ___________________________________________________________________
 DK1253  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1253  VERT ORDER  -  ? (See Below)
 DK1253
 DK1253.The horizontal coordinates were scaled from a topographic map and have
 DK1253.an estimated accuracy of +/- 6 seconds.
 DK1253
 DK1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1253.The vertical order pertains to the NGVD 29 superseded value.
 DK1253
 DK1253.The geoid height was determined by GEOID03.
 DK1253
 DK1253;                    North         East    Units  Estimated Accuracy
 DK1253;SPC MS W     -   393,150.      627,220.      MT  (+/- 180 meters Scaled)
 DK1253
 DK1253                          SUPERSEDED SURVEY CONTROL
 DK1253
 DK1253  NGVD 29 (??/??/??)   34.438  (m)          112.99   (f) ADJUSTED    ?  
 DK1253
 DK1253.Superseded values are not recommended for survey control.
 DK1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1253.See file dsdata.txt to determine how the superseded data were derived.
 DK1253
 DK1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS762577(NAD 83)
 DK1253_MARKER: B = BOLT
 DK1253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1253_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1253
 DK1253  HISTORY     - Date     Condition        Report By
 DK1253  HISTORY     - UNK      MONUMENTED       DOD
 DK1253  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1253
 DK1253                          STATION DESCRIPTION
 DK1253
 DK1253'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1253'3.5 MI SE FROM LEOTA.
 DK1253'THE MARK IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF LEOTA LANDING, ABOUT
 DK1253'1/2 MILE SOUTHEAST OF PRINCETON LANDING, ABOUT 2,800 FEET LANDSIDE OF
 DK1253'THE MAIN LEVEE, IN THE YARD OF THE WOODSTOCK PLANTATION HOUSE OCCUPIED
 DK1253'BY B.V. MCCOOL, 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DK1253'HOUSE, ABOUT 100 FEET SOUTH OF A GRAVEL ROAD LEADING TO LAKE JACKSON,
 DK1253'1,347 FEET EAST OF P.B.M. 53M (USE) AND 25 FEET NORTH OF A 40 INCH
 DK1253'COTTONWOOD TREE.  A COPPER BOLT SET IN THE TOP OF A STONE ABOUT 3 FEET
 DK1253'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 DK1253'ABOUT 16 INCHES ABOVE THE GROUND AND BEARING A CORPS OF ENGINEERS,
 DK1253'U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1254 ***********************************************************************
 DK1254  DESIGNATION -  54 M CAP
 DK1254  PID         -  DK1254
 DK1254  STATE/COUNTY-  MS/WASHINGTON
 DK1254  USGS QUAD   -  GLEN ALLAN (1970)
 DK1254
 DK1254                         *CURRENT SURVEY CONTROL
 DK1254  ___________________________________________________________________
 DK1254* NAD 83(1986)-  33 02 36.     (N)    091 06 45.     (W)     SCALED    
 DK1254* NAVD 88     -        35.60   (+/-2cm)     116.8    (feet)  VERTCON   
 DK1254  ___________________________________________________________________
 DK1254  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK1254  VERT ORDER  -  ? (See Below)
 DK1254
 DK1254.The horizontal coordinates were scaled from a topographic map and have
 DK1254.an estimated accuracy of +/- 6 seconds.
 DK1254
 DK1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1254.The vertical order pertains to the NGVD 29 superseded value.
 DK1254
 DK1254.The geoid height was determined by GEOID03.
 DK1254
 DK1254;                    North         East    Units  Estimated Accuracy
 DK1254;SPC MS W     -   393,120.      627,220.      MT  (+/- 180 meters Scaled)
 DK1254
 DK1254                          SUPERSEDED SURVEY CONTROL
 DK1254
 DK1254  NGVD 29 (??/??/??)   35.656  (m)          116.98   (f) ADJUSTED    ?  
 DK1254
 DK1254.Superseded values are not recommended for survey control.
 DK1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1254.See file dsdata.txt to determine how the superseded data were derived.
 DK1254
 DK1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS762576(NAD 83)
 DK1254_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1254
 DK1254  HISTORY     - Date     Condition        Report By
 DK1254  HISTORY     - UNK      MONUMENTED       DOD
 DK1254  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1254
 DK1254                          STATION DESCRIPTION
 DK1254
 DK1254'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1254'3.5 MI SE FROM LEOTA.
 DK1254'THE MARK IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF LEOTA LANDING, ABOUT
 DK1254'1/2 MILE SOUTHEAST OF PRINCETON LANDING, ABOUT 2,800 FEET LANDSIDE OF
 DK1254'THE MAIN LEVEE, IN THE YARD OF THE WOODSTOCK PLANTATION HOUSE OCCUPIED
 DK1254'BY B.V. MCCOOL, 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DK1254'HOUSE, ABOUT 100 FEET SOUTH OF A GRAVEL ROAD LEADING TO LAKE JACKSON,
 DK1254'1,347 FEET EAST OF P.B.M. 53M (USE) AND 25 FEET NORTH OF A 40 INCH
 DK1254'COTTONWOOD TREE.  AN IRON PIPE PROJECTING ABOUT 16 INCHES ABOVE THE
 DK1254'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0753 ***********************************************************************
 BW0753  DESIGNATION -  54+00 BOLT
 BW0753  PID         -  BW0753
 BW0753  STATE/COUNTY-  MS/ADAMS
 BW0753  USGS QUAD   -  NATCHEZ (1976)
 BW0753
 BW0753                         *CURRENT SURVEY CONTROL
 BW0753  ___________________________________________________________________
 BW0753* NAD 83(1986)-  31 36 03.     (N)    091 23 57.     (W)     SCALED    
 BW0753* NAVD 88     -        22.87   (+/-2cm)      75.0    (feet)  VERTCON   
 BW0753  ___________________________________________________________________
 BW0753  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW0753  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0753
 BW0753.The horizontal coordinates were scaled from a topographic map and have
 BW0753.an estimated accuracy of +/- 6 seconds.
 BW0753
 BW0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0753.The vertical order pertains to the NGVD 29 superseded value.
 BW0753
 BW0753.The geoid height was determined by GEOID03.
 BW0753
 BW0753;                    North         East    Units  Estimated Accuracy
 BW0753;SPC MS W     -   233,380.      598,860.      MT  (+/- 180 meters Scaled)
 BW0753
 BW0753                          SUPERSEDED SURVEY CONTROL
 BW0753
 BW0753  NGVD 29 (??/??/92)   22.872  (m)           75.04   (f) ADJ UNCH    1 2
 BW0753
 BW0753.Superseded values are not recommended for survey control.
 BW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0753.See file dsdata.txt to determine how the superseded data were derived.
 BW0753
 BW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ518973(NAD 83)
 BW0753_MARKER: B = BOLT
 BW0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0753_SP_SET: CONCRETE SLAB
 BW0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0753
 BW0753  HISTORY     - Date     Condition        Report By
 BW0753  HISTORY     - UNK      MONUMENTED       USE
 BW0753  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0753
 BW0753                          STATION DESCRIPTION
 BW0753
 BW0753'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0753'2.2 MI N FROM NATCHEZ.
 BW0753'2.2 MILES NORTH OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW0753'MISSISSIPPI RIVER, AT THE FOOT OF THE BLUFFS, 1000 FEET EAST OF THE
 BW0753'CENTER OF GILES BEND CUT-OFF, AND OPPOSITE STATION 54+00.  A COPPER
 BW0753'BOLT SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET UNDER GROUND,
 BW0753'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW0753'ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0752 ***********************************************************************
 BW0752  DESIGNATION -  54+00 CAP
 BW0752  PID         -  BW0752
 BW0752  STATE/COUNTY-  MS/ADAMS
 BW0752  USGS QUAD   -  NATCHEZ (1976)
 BW0752
 BW0752                         *CURRENT SURVEY CONTROL
 BW0752  ___________________________________________________________________
 BW0752* NAD 83(1986)-  31 36 03.     (N)    091 23 57.     (W)     SCALED    
 BW0752* NAVD 88     -        24.13   (+/-2cm)      79.2    (feet)  VERTCON   
 BW0752  ___________________________________________________________________
 BW0752  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW0752  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0752
 BW0752.The horizontal coordinates were scaled from a topographic map and have
 BW0752.an estimated accuracy of +/- 6 seconds.
 BW0752
 BW0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0752.The vertical order pertains to the NGVD 29 superseded value.
 BW0752
 BW0752.The geoid height was determined by GEOID03.
 BW0752
 BW0752;                    North         East    Units  Estimated Accuracy
 BW0752;SPC MS W     -   233,380.      598,860.      MT  (+/- 180 meters Scaled)
 BW0752
 BW0752                          SUPERSEDED SURVEY CONTROL
 BW0752
 BW0752  NGVD 29 (??/??/92)   24.130  (m)           79.17   (f) ADJ UNCH    1 2
 BW0752
 BW0752.Superseded values are not recommended for survey control.
 BW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0752.See file dsdata.txt to determine how the superseded data were derived.
 BW0752
 BW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ518973(NAD 83)
 BW0752_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0752
 BW0752  HISTORY     - Date     Condition        Report By
 BW0752  HISTORY     - UNK      MONUMENTED       USE
 BW0752  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0752
 BW0752                          STATION DESCRIPTION
 BW0752
 BW0752'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0752'2.2 MI N FROM NATCHEZ.
 BW0752'2.2 MILES NORTH OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW0752'MISSISSIPPI RIVER, AT THE FOOT OF THE BLUFFS, 1000 FEET EAST OF THE
 BW0752'CENTER OF GILES BEND CUT-OFF, AND OPPOSITE STATION 54+00.  AN IRON
 BW0752'PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0795 ***********************************************************************
 EH0795  DESIGNATION -  54/55
 EH0795  PID         -  EH0795
 EH0795  STATE/COUNTY-  MS/TUNICA
 EH0795  USGS QUAD   -  HELENA (1982)
 EH0795
 EH0795                         *CURRENT SURVEY CONTROL
 EH0795  ___________________________________________________________________
 EH0795* NAD 83(1986)-  34 32 00.     (N)    090 31 51.     (W)     SCALED    
 EH0795* NAVD 88     -        54.867  (meters)     180.01   (feet)  ADJUSTED  
 EH0795  ___________________________________________________________________
 EH0795  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0795  DYNAMIC HT  -          54.814 (meters)     179.84  (feet)  COMP
 EH0795  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EH0795
 EH0795  VERT ORDER  -  FIRST     CLASS II
 EH0795
 EH0795.The horizontal coordinates were scaled from a topographic map and have
 EH0795.an estimated accuracy of +/- 6 seconds.
 EH0795
 EH0795.The orthometric height was determined by differential leveling
 EH0795.and adjusted in June 1991.
 EH0795
 EH0795.The geoid height was determined by GEOID03.
 EH0795
 EH0795.The dynamic height is computed by dividing the NAVD 88
 EH0795.geopotential number by the normal gravity value computed on the
 EH0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0795.degrees latitude (g = 980.6199 gals.).
 EH0795
 EH0795.The modeled gravity was interpolated from observed gravity values.
 EH0795
 EH0795;                    North         East    Units  Estimated Accuracy
 EH0795;SPC MS W     -   558,120.      681,870.      MT  (+/- 180 meters Scaled)
 EH0795
 EH0795                          SUPERSEDED SURVEY CONTROL
 EH0795
 EH0795  NGVD 29 (??/??/??)   54.913  (m)          180.16   (f) ADJUSTED    1 2
 EH0795
 EH0795.Superseded values are not recommended for survey control.
 EH0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0795.See file dsdata.txt to determine how the superseded data were derived.
 EH0795
 EH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU266240(NAD 83)
 EH0795_MARKER: DD = SURVEY DISK
 EH0795_SETTING: 0 = UNSPECIFIED SETTING
 EH0795_STAMPING: 54/55 BM (USED)
 EH0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0795
 EH0795  HISTORY     - Date     Condition        Report By
 EH0795  HISTORY     - UNK      MONUMENTED       DOD
 EH0795  HISTORY     - 1966     GOOD             MSHD
 EH0795  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0795
 EH0795                          STATION DESCRIPTION
 EH0795
 EH0795'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0795'19.7 MI SW FROM TUNICA.
 EH0795'TO REACH FROM U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE STREET
 EH0795'RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR 0.1 MILE
 EH0795'TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.35
 EH0795'MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR 3.65
 EH0795'MILES TO THE END OF THE BLACKTOP AND A SIDE ROAD RIGHT, TURN RIGHT
 EH0795'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 5.95 MILES TO A CURVE LEFT
 EH0795'AND A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON AN
 EH0795'ALL-WEATHER ROAD FOR 0.4 MILE TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0795'LEFT (WEST) AND CONTINUE ON THE LEVEE FOR 5.5 MILE TO AN EXIT RAMP ON
 EH0795'THE LEFT, TURN LEFT (EAST) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 0.1
 EH0795'MILE TO A T INTERSECTION, TURN RIGHT (SOUTH) AND CONTINUE ON AN
 EH0795'ALL-WEATHER ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT CENTERED
 EH0795'BETWEEN TWO METAL POST.  IT IS 441 FEET SOUTHEAST OF THE CENTER OF THE
 EH0795'TOP OF THE LEVEE, 416 FEET SOUTHEAST OF MILEPOST 54/55, 121 FEET
 EH0795'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 51 FEET SOUTHEAST OF THE
 EH0795'CENTER OF A IRRIGATION DITCH, 25.5 FEET NORTHWEST OF A FENCE, 86 FEET
 EH0795'EAST OF THE EAST CORNER OF A CONCRETE PLATFORM, 28.5 FEET WEST OF
 EH0795'POWER POLE NO. 234, AND 1.2 FEET NORTHEAST OF A METAL WITNESS POST.
 EH0795
 EH0795                          STATION RECOVERY (1978)
 EH0795
 EH0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0796 ***********************************************************************
 EH0796  DESIGNATION -  54/55 REF
 EH0796  PID         -  EH0796
 EH0796  STATE/COUNTY-  MS/TUNICA
 EH0796  USGS QUAD   -  HELENA (1982)
 EH0796
 EH0796                         *CURRENT SURVEY CONTROL
 EH0796  ___________________________________________________________________
 EH0796* NAD 83(1986)-  34 31 57.     (N)    090 31 55.     (W)     SCALED    
 EH0796* NAVD 88     -        54.649  (meters)     179.29   (feet)  ADJUSTED  
 EH0796  ___________________________________________________________________
 EH0796  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0796  DYNAMIC HT  -          54.596 (meters)     179.12  (feet)  COMP
 EH0796  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EH0796
 EH0796  VERT ORDER  -  FIRST     CLASS II
 EH0796
 EH0796.The horizontal coordinates were scaled from a topographic map and have
 EH0796.an estimated accuracy of +/- 6 seconds.
 EH0796
 EH0796.The orthometric height was determined by differential leveling
 EH0796.and adjusted in June 1991.
 EH0796
 EH0796.The geoid height was determined by GEOID03.
 EH0796
 EH0796.The dynamic height is computed by dividing the NAVD 88
 EH0796.geopotential number by the normal gravity value computed on the
 EH0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0796.degrees latitude (g = 980.6199 gals.).
 EH0796
 EH0796.The modeled gravity was interpolated from observed gravity values.
 EH0796
 EH0796;                    North         East    Units  Estimated Accuracy
 EH0796;SPC MS W     -   558,030.      681,770.      MT  (+/- 180 meters Scaled)
 EH0796
 EH0796                          SUPERSEDED SURVEY CONTROL
 EH0796
 EH0796  NGVD 29 (??/??/??)   54.695  (m)          179.45   (f) ADJUSTED    1 2
 EH0796
 EH0796.Superseded values are not recommended for survey control.
 EH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0796.See file dsdata.txt to determine how the superseded data were derived.
 EH0796
 EH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU265239(NAD 83)
 EH0796_MARKER: DD = SURVEY DISK
 EH0796_SETTING: 0 = UNSPECIFIED SETTING
 EH0796_STAMPING: REF 54/55 (USED)
 EH0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0796
 EH0796  HISTORY     - Date     Condition        Report By
 EH0796  HISTORY     - UNK      MONUMENTED       DOD
 EH0796  HISTORY     - 1966     GOOD             MSHD
 EH0796
 EH0796                          STATION DESCRIPTION
 EH0796
 EH0796'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0796'20 MI SW FROM TUNICA.
 EH0796'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0796'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0796'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0796'FOR 3.35 MILES TO A CROSSROADS, CONTINUE 3.65 MILES TO THE END OF THE
 EH0796'BLACKTOP AND A SIDE ROAD RIGHT, TUNR RIGHT (WEST) AND CONTINUE ON A
 EH0796'BLACKTOP ROAD FOR 5.95 MILES TO A CURVE LEFT AND A SIDE ROAD RIGHT,
 EH0796'TURN RIGHT (NORTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 0.4 MILE TO
 EH0796'THE MISSISSIPPI RIVER LEVEE, TURN LEFT (WEST) AND CONTINUE ON THE
 EH0796'LEVEE FOR 5.5 MILES TO AN EXIT RAMP ON THE LEFT, TURN LEFT (EAST) AND
 EH0796'CONTINUE ON AN ALL-WEATHER ROAD FOR 0.1 MILE TO A T INTERSECTION, TURN
 EH0796'RIGHT (SOUTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 0.75 MILE TO THE
 EH0796'MARK ON THE LEFT AS DESCRIBED.  IT IS 481 FEET SOUTHWEST OF BM 54/55,
 EH0796'122 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 50 FEET SOUTHEAST
 EH0796'OF THE CENTER OF AN IRRIGATION DITCH, 41.5 FEET WEST OF POWER POLE NO.
 EH0796'235, 25 FEET NORTHWEST OF A FENCE, AND 1.3 FEET SOUTHEAST OF A METAL
 EH0796'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2511 ***********************************************************************
 CP2511  DESIGNATION -  55 5
 CP2511  PID         -  CP2511
 CP2511  STATE/COUNTY-  MS/YAZOO
 CP2511  USGS QUAD   -  VAUGHAN (1964)
 CP2511
 CP2511                         *CURRENT SURVEY CONTROL
 CP2511  ___________________________________________________________________
 CP2511* NAD 83(1993)-  32 49 22.00238(N)    090 03 19.47943(W)     ADJUSTED  
 CP2511* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 CP2511  ___________________________________________________________________
 CP2511  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CP2511  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CP2511  HORZ ORDER  -  SECOND
 CP2511
 CP2511.The horizontal coordinates were established by classical geodetic methods
 CP2511.and adjusted by the National Geodetic Survey in May 1994.
 CP2511
 CP2511.The orthometric height was scaled from a topographic map.
 CP2511
 CP2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2511
 CP2511.The geoid height was determined by GEOID03.
 CP2511
 CP2511;                    North         East     Units Scale Factor Converg.
 CP2511;SPC MS W     -   368,420.176   726,023.281   MT  0.99995835   +0 09 02.3
 CP2511;SPC MS W     - 1,208,725.19  2,381,961.38   sFT  0.99995835   +0 09 02.3
 CP2511;SPC MS E     -   369,047.526   185,567.257   MT  1.00011141   -0 39 45.0
 CP2511;SPC MS E     - 1,210,783.42    608,815.24   sFT  1.00011141   -0 39 45.0
 CP2511;UTM  15      - 3,635,482.165   775,670.268   MT  1.00053715   +1 35 49.6
 CP2511;UTM  16      - 3,635,777.009   213,950.656   MT  1.00060906   -1 39 26.2
 CP2511
 CP2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2511!SPC MS W     -   0.99999123  x   0.99995835  =   0.99994958
 CP2511!SPC MS E     -   0.99999123  x   1.00011141  =   1.00010264
 CP2511!UTM  15      -   0.99999123  x   1.00053715  =   1.00052838
 CP2511!UTM  16      -   0.99999123  x   1.00060906  =   1.00060029
 CP2511
 CP2511|---------------------------------------------------------------------|
 CP2511| PID    Reference Object                     Distance      Geod. Az  |
 CP2511|                                                           dddmmss.s |
 CP2511| CY3219 55 5 RM 1                            28.385 METERS 18121     |
 CP2511| CY3218 55 5 AZ MK                                         1904507.5 |
 CP2511| CY3216 55 5 2 AZ MK                                       1933334.3 |
 CP2511| CY3220 55 5 RM 2                            22.725 METERS 23515     |
 CP2511| CP2515 55 5 2                               12.926 METERS 30034     |
 CP2511|---------------------------------------------------------------------|
 CP2511
 CP2511                          SUPERSEDED SURVEY CONTROL
 CP2511
 CP2511  NAD 83(1986)-  32 49 22.01508(N)    090 03 19.47611(W) AD(       ) 2
 CP2511  NAD 27      -  32 49 21.53810(N)    090 03 19.16650(W) AD(       ) 2
 CP2511
 CP2511.Superseded values are not recommended for survey control.
 CP2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2511.See file dsdata.txt to determine how the superseded data were derived.
 CP2511
 CP2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7567035482(NAD 83)
 CP2511_MARKER: DD = SURVEY DISK
 CP2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2511_STAMPING: 55-5 STA 1959
 CP2511_MARK LOGO: MSHD  
 CP2511
 CP2511  HISTORY     - Date     Condition        Report By
 CP2511  HISTORY     - 1959     MONUMENTED       MSHD
 CP2511  HISTORY     - 1967     GOOD             MSHD
 CP2511  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CP2511
 CP2511                          STATION DESCRIPTION
 CP2511
 CP2511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1959 (OSR)
 CP2511'THE STATION IS ABOUT 14 MILES NORTH OF CANTON, 2 MILES WEST
 CP2511'OF THE BIG BLACK RIVER, 3/4 MILE NORTH AND 3/4 MILE WEST
 CP2511'OF VAUGHAN AND ON THE PROPERTY OF MR. SAM DIXON.
 CP2511'
 CP2511'TO REACH THE STATION FROM THE POST OFFICE IN VAUGHAN, GO
 CP2511'NORTHERLY ON PAVED ROAD FOR 0.7 MILE TO AN IRON ARCH WITH
 CP2511'SIGN DIXON POLLED HEREFORDS AT THE ENTRANCE TO A FARM DRIVEWAY
 CP2511'ON THE LEFT, TURN LEFT, THROUGH THE ARCH AND GO WEST FOR
 CP2511'0.2 MILE TO FARM HOME ON THE LEFT, CONTINUE WEST FOR 0.5
 CP2511'MILE (ON TRACK ROAD) TO THE STATION ON THE RIGHT, CONTINUE
 CP2511'WEST FOR 0.25 MILE TO THE LEFT ONE OF TWO GATES, PASS THROUGH
 CP2511'GATE AND FOLLOW WEST SIDE OF FENCE SOUTHEAST FOR 0.25 MILE
 CP2511'TO THE AZIMUTH MARK.
 CP2511'
 CP2511'ALL MARKS ARE MISSISSIPPI HIGHWAY DEPARTMENT DISKS.
 CP2511'
 CP2511'THE STATION MARKS ARE STAMPED 55-5 STA 1959.  THE SURFACE
 CP2511'DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2511'FLUSH WITH THE GROUND.  IT IS 112 FEET NORTHEAST OF THE
 CP2511'EAST EDGE OF A SMALL POND, 108 FEET NORTH OF THE CENTER
 CP2511'OF THE TRACK ROAD, 94 FEET NORTH OF A FENCE CORNER, 17 FEET
 CP2511'NORTHEAST OF A POWERLINE POLE AND 2 FEET WEST OF A FENCE.
 CP2511'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2511'30 INCHES BELOW THE GROUND SURFACE.
 CP2511'
 CP2511'REFERENCE MARK 1 IS STAMPED 55-5 REF 1959, SET IN THE TOP
 CP2511'OF A 9-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 CP2511'IT IS 95 FEET EAST-SOUTHEAST OF THE EAST EDGE OF THE POND,
 CP2511'85 FEET SOUTH-SOUTHEAST OF THE POWERLINE POLE, 14 FEET NORTH
 CP2511'OF THE CENTER OF THE TRACK ROAD AND 2 FEET NORTHWEST OF
 CP2511'THE FENCE CORNER.
 CP2511'
 CP2511'REFERENCE MARK 2 IS STAMPED 55-5 RM 2 1959, SET IN THE TOP
 CP2511'OF AN 11-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 CP2511'IT IS 66 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 63
 CP2511'FEET WEST OF THE FENCE, 58 FEET SOUTHWEST OF THE POWERLINE
 CP2511'POLE, 54 FEET NORTH OF AN EAST-WEST FENCE AND 38 FEET NORTHEAST
 CP2511'OF THE EAST EDGE OF THE POND.
 CP2511'
 CP2511'THE AZIMUTH MARK IS STAMPED 55-5 AZI 1959, SET IN THE TOP
 CP2511'OF AN 8-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 CP2511'IT IS 322 FEET EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A
 CP2511'SMALL POND, 39 FEET SOUTH OF A FENCE CORNER (JOG IN FENCE
 CP2511'LINE), 34 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 CP2511'1 FOOT EAST OF THE FENCE.
 CP2511'
 CP2511'A SECOND ORDER TRAVERSE CONNECTION WAS MADE FROM THE STATION
 CP2511'MARK TO REFERENCE MARK 2.
 CP2511'
 CP2511'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 77.80 FEET AND OR
 CP2511'23.715 METERS.
 CP2511
 CP2511                          STATION RECOVERY (1967)
 CP2511
 CP2511'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2511'THE STATION WAS VISITED JANUARY 24, 1967 AND ALL MARKS WERE
 CP2511'FOUND IN GOOD CONDITION.  THE STATION IS LOCATED APPROXIMATELY
 CP2511'1.5 MILES NORTHWEST OF VAUGHN, 6.5 MILES SOUTHWEST OF PICKENS,
 CP2511'11.5 MILES EAST OF BENTON AND IS IN THE SE 1/4 OF SECTION 2,
 CP2511'T 11 N, R 2 E ON LAND OWNED BY MR. SAM PIXON.
 CP2511'
 CP2511'TO REACH FROM THE U.S. POST OFFICE IN PICKENS, GO SOUTH
 CP2511'ON A BLACKTOP STREET FOR 0.05 MILE TO A T INTERSECTION.
 CP2511'TURN RIGHT, NORTHWEST, AND CONTINUE ON A BLACKTOP STREET
 CP2511'FOR 0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN
 CP2511'LEFT, SOUTHWEST, AND CONTINUE ON U.S. HIGHWAY 51 FOR 0.1
 CP2511'MILE TO MISS. HIGHWAY 432 AND A BLACKTOP ROAD ANGLING SOUTHWEST
 CP2511'ON THE RIGHT.  TURN RIGHT AND THEN LEFT AND CONTINUE SOUTHWEST
 CP2511'ON A BLACKTOP ROAD FOR 5.6 MILES TO A SIDE ROAD RIGHT.
 CP2511'CONTINUE SOUTH ON A BLACKTOP ROAD FOR 0.85 MILE TO THE ENTRANCE
 CP2511'TO THE POLLED HEREFORDS FARMS ON THE RIGHT.  TURN RIGHT,
 CP2511'NORTHWEST, AND CONTINUE ON A DIRT ROAD FOR 0.85 MILE TO A GAP
 CP2511'AND A SIDE ROAD LEFT.  CONTINUE WEST ON A TRACK ROAD
 CP2511'FOR 0.25 MILE TO A FENCE CORNER AND THE STATION ON THE
 CP2511'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH CONTINUE WEST ON A
 CP2511'TRACK ROAD FOR 0.15 MILE TO TWO GAPS.  TURN LEFT THROUGH
 CP2511'THE MOST SOUTHERN GAP AND CONTINUE SOUTHEAST ALONG THE
 CP2511'WEST SIDE OF A FENCE FOR 0.25 MILE TO A BEND IN THE
 CP2511'FENCE AND THE MARK ON THE LEFT AS DESCRIBED.
 CP2511'
 CP2511'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF AN
 CP2511'11 INCH SQUARE POST.  STATION DISK IS STAMPED 55-5 STA.  (1959).
 CP2511'IT IS 116 FEET NORTH OF THE CENTER OF A TRACK ROAD, 112
 CP2511'FEET NORTHEAST OF THE EAST EDGE OF A SMALL PONT, 94 FEET
 CP2511'NORTH OF A FENCE CORNER, 16.5 FEET NORTHEAST OF A POWER
 CP2511'POLE WITH POURGUIDE WIRES, 2 FEET WEST OF A FENCE AND 1.5
 CP2511'FEET WEST OF A METAL WITNESS POST.
 CP2511'
 CP2511'R.M. 1 IS 95 FEET EAST-SOUTHEAST OF THE EAST EDGE OF THE
 CP2511'POND, 85 FEET SOUTH-SOUTHEAST OF A POWER POLE, 24 FEET NORTH
 CP2511'OF THE CENTER OF THE TRACK ROAD AND 2 FEET NORTHEAST OF
 CP2511'A FENCE CORNER, IS STAMPED 55-5 REF (1959).
 CP2511'
 CP2511'R.M. 2 IS 72.5 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 CP2511'57.5 FEET SOUTHWEST OF A POWER POLE, 53.5 FEET NORTH OF
 CP2511'A FENCE, AND 38 FEET NORTHWEST OF THE EAST EDGE OF A POND
 CP2511'AND 13 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, IS
 CP2511'STAMPED 55-5 RM 2 (1959).
 CP2511'
 CP2511'AZIMUTH MARK IS 322 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 CP2511'EDGE OF A POND, 39 FEET SOUTH OF A FENCE CORNER WHERE THE
 CP2511'FENCE BENDS SLIGHTLY, 2 FEET NORTH OF A METAL WITNESS POST,
 CP2511'1 FOOT EAST OF A FENCE AND 0.5 FEET SOUTH OF A 3-INCH CEDAR,
 CP2511'IS STAMPED 55-5 AZI (1959).
 CP2511
 CP2511                          STATION RECOVERY (1969)
 CP2511
 CP2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CP2511'THE STATION WAS VISITED 3-25-69 AND THE STATION, AZIMUTH
 CP2511'MARK AND REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD
 CP2511'CONDITION.  THE STATION, AZIMUTH MARK AND REFERENCE MARK
 CP2511'NO. 1 WERE REQUESTED MOVED AT THIS DATE DUE TO THE CONSTRUCTION
 CP2511'OF INTERSTATE HIGHWAY I-55.  A NEW STATION 55-5 2 1969 WAS
 CP2511'ESTABLISHED 42.41 FEET WEST OF THE STATION.  REFERENCE MARK
 CP2511'NO. 2 WAS USED FOR THE NEW STATION AND REFERENCE MARK NO. 3
 CP2511'WAS ESTABLISHED AT THIS DATE.  A NEW AZIMUTH MARK WAS
 CP2511'ESTABLISHED AT THIS DATE AND THE OLD AZIMUTH MARK WAS DESTROYED
 CP2511'AND THE DISK RECLAIMED.  THE STATION AND REFERENCE
 CP2511'MARK NO. 1 WERE LEFT INTACT BUT WILL BE DESTROYED DURING
 CP2511'CONSTRUCTION.
 CP2511'
 CP2511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 CP2511'N. OF CANTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2515 ***********************************************************************
 CP2515  DESIGNATION -  55 5 2
 CP2515  PID         -  CP2515
 CP2515  STATE/COUNTY-  MS/YAZOO
 CP2515  USGS QUAD   -  VAUGHAN (1964)
 CP2515
 CP2515                         *CURRENT SURVEY CONTROL
 CP2515  ___________________________________________________________________
 CP2515* NAD 83(1993)-  32 49 22.21576(N)    090 03 19.90733(W)     NO CHECK  
 CP2515* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 CP2515  ___________________________________________________________________
 CP2515  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CP2515  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CP2515  HORZ ORDER  -  THIRD
 CP2515
 CP2515.The horizontal coordinates were established by classical geodetic methods
 CP2515.and adjusted by the National Geodetic Survey in May 1994.
 CP2515.No horizontal observational check was made to the station.
 CP2515
 CP2515.The orthometric height was scaled from a topographic map.
 CP2515
 CP2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2515
 CP2515.The geoid height was determined by GEOID03.
 CP2515
 CP2515;                    North         East     Units Scale Factor Converg.
 CP2515;SPC MS W     -   368,426.720   726,012.135   MT  0.99995834   +0 09 02.1
 CP2515;SPC MS W     - 1,208,746.66  2,381,924.81   sFT  0.99995834   +0 09 02.1
 CP2515;UTM  15      - 3,635,488.429   775,658.953   MT  1.00053707   +1 35 49.3
 CP2515;UTM  16      - 3,635,783.906   213,939.714   MT  1.00060913   -1 39 26.5
 CP2515
 CP2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2515!SPC MS W     -   0.99999123  x   0.99995834  =   0.99994957
 CP2515!UTM  15      -   0.99999123  x   1.00053707  =   1.00052830
 CP2515!UTM  16      -   0.99999123  x   1.00060913  =   1.00060036
 CP2515
 CP2515|---------------------------------------------------------------------|
 CP2515| PID    Reference Object                     Distance      Geod. Az  |
 CP2515|                                                           dddmmss.s |
 CP2515| CP2511 55 5                                 12.926 METERS 12034     |
 CP2515| CY3219 55 5 RM 1                                          16320     |
 CP2515| CY3218 55 5 AZ MK                                         1885350.3 |
 CP2515| CY3216 55 5 2 AZ MK                                       1914726.5 |
 CP2515| CY3220 55 5 RM 2                            20.936 METERS 20107     |
 CP2515| CY3217 55 5 2 RM 3                          16.789 METERS 28631     |
 CP2515|---------------------------------------------------------------------|
 CP2515
 CP2515                          SUPERSEDED SURVEY CONTROL
 CP2515
 CP2515  NAD 83(1986)-  32 49 22.22846(N)    090 03 19.90400(W) AD(       ) 3
 CP2515  NAD 27      -  32 49 21.75148(N)    090 03 19.59434(W) AD(       ) 3
 CP2515
 CP2515.Superseded values are not recommended for survey control.
 CP2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2515.See file dsdata.txt to determine how the superseded data were derived.
 CP2515
 CP2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7565935488(NAD 83)
 CP2515_MARKER: DD = SURVEY DISK
 CP2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2515_STAMPING: 55-5 2 1969
 CP2515_MARK LOGO: MSHD  
 CP2515
 CP2515  HISTORY     - Date     Condition        Report By
 CP2515  HISTORY     - 1969     MONUMENTED       CGS
 CP2515  HISTORY     - 20000801 GOOD             SCS
 CP2515
 CP2515                          STATION DESCRIPTION
 CP2515
 CP2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CP2515'THE STATION IS LOCATED 14 MILES NORTH OF CANTON AND ABOUT 1 MILE
 CP2515'NORTHWEST OF THE COMMUNITY OF VAUGHN, IN THE NORTHWEST 1/2
 CP2515'OF SEC. 12, T 11N, R 2 E, ON THE PROPERTY OF MR. SAM DIXSON
 CP2515'AND NEAR THE PEASTER FAMILY CEMETERY.  IT IS 95 FEET NNE OF THE NE
 CP2515'CORNER OF A SMALL POND, AT THE SE OF THE SOUTHEAST CORNER
 CP2515'OF THE SMALL FAMILY CEMETERY, 160.5 FEET WEST OF THE CENTER OF
 CP2515'THE MEDIUM OF INTERSTATE HIGHWAY 55, 142 FEET NORTH OF THE
 CP2515'CENTER OF A FIELD ROAD, 90 FEET NORTH OF A POWER POLE, 10.5
 CP2515'FEET WEST OF A RIGHT-OF-WAY FENCE LINE, 8 FEET NORTHEAST OF
 CP2515'A SMALL CEDAR TREE AND ABOUT 50 YARDS SOUTH OF THE TOP OF A
 CP2515'RIDGE.  IT IS MISSISSIPPI STATE HIGHWAY DISK, STAMPED 55-5
 CP2515'2 1969, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 CP2515'4 INCHES.
 CP2515'
 CP2515'REFERENCE MARK NO. 2 IS 68.68 FEET SOUTH OF THE STATION, 30 FEET
 CP2515'WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 55, 21.5 FEET
 CP2515'NNW OF A POWER POLE WHERE POWER LINE MAKES A RIGHT ANGLE TURN
 CP2515'FROM EAST TO SOUTH, 77 FEET N. OF THE CENTER OF A FIELD ROAD,
 CP2515'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A MISSISSIPPI
 CP2515'STATE HIGHWAY DISK, STAMPED 55-5 RM 2 1959, FLUSH WITH THE
 CP2515'GROUND.
 CP2515'
 CP2515'REFERENCE MARK NO. 3 IS 55.08 FEET WEST OF THE STATION.  IT IS
 CP2515'69 FEET NORTH OF THE NORTH EDGE OF THE POND, 105 FEET ESE
 CP2515'OF A POWER POLE, 26.5 FEET NW OF A TWIN BLACK JACK OAK TREE, AND
 CP2515'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A MISSISSIPPI
 CP2515'STATE HIGHWAY DISK, STAMPED 55-5 RM 3 1969, PROJECTING 2 INCHES.
 CP2515'
 CP2515'THE AZIMUTH MARK IS 0.25 MILE SSW OF THE STATION ON THE FIRST
 CP2515'KNOLL SOUTH OF THE STATION, 0.15 MILE SSE OF A POWER LINE AND
 CP2515'170 FEET WEST OF THE CENTER MEDIUM OF THE INTERSTATE HIGHWAY,
 CP2515'287 FEET SE OF THE SE CORNER OF A SMALL POND, 172 FEET SSE OF
 CP2515'A SMALL CLUMP OF BUSHES IN THE PASTURE, 79 FEET EAST OF A
 CP2515'SMALL CLUMP OF BUSHES AND 1 FOOT NNW OF A WITNESS SIGN.
 CP2515'IT IS AN AZIMUTH MARK DISK, STAMPED 55-5 2 1969, PROJECTING
 CP2515'3 INCHES.
 CP2515'
 CP2515'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 CP2515'STATE HIGHWAY 432 AT THE SOUTH EDGE OF PICKENS, GO WEST ON
 CP2515'STATE HIGHWAY 432 FOR 2.85 MILES TO INTERSTATE HIGHWAY I-55,
 CP2515'TURN LEFT AND GO SOUTHWEST ON INTERSTATE HIGHWAY I-55 FOR 5.0
 CP2515'MILES TO THE STATION ON THE RIGHT.  CONTINUE SOUTHWEST ABOUT
 CP2515'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2515
 CP2515                          STATION RECOVERY (2000)
 CP2515
 CP2515'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 2000
 CP2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2514 ***********************************************************************
 CP2514  DESIGNATION -  55 6
 CP2514  PID         -  CP2514
 CP2514  STATE/COUNTY-  MS/YAZOO
 CP2514  USGS QUAD   -  VAUGHAN (1964)
 CP2514
 CP2514                         *CURRENT SURVEY CONTROL
 CP2514  ___________________________________________________________________
 CP2514* NAD 83(1993)-  32 52 15.25482(N)    090 01 17.10013(W)     ADJUSTED  
 CP2514* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 CP2514  ___________________________________________________________________
 CP2514  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CP2514  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CP2514  HORZ ORDER  -  SECOND
 CP2514
 CP2514.The horizontal coordinates were established by classical geodetic methods
 CP2514.and adjusted by the National Geodetic Survey in May 1994.
 CP2514
 CP2514.The orthometric height was scaled from a topographic map.
 CP2514
 CP2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2514
 CP2514.The geoid height was determined by GEOID03.
 CP2514
 CP2514;                    North         East     Units Scale Factor Converg.
 CP2514;SPC MS W     -   373,766.044   729,190.589   MT  0.99996050   +0 10 09.5
 CP2514;SPC MS W     - 1,226,264.10  2,392,352.79   sFT  0.99996050   +0 10 09.5
 CP2514;SPC MS E     -   374,348.659   188,810.637   MT  1.00010239   -0 38 41.6
 CP2514;SPC MS E     - 1,228,175.56    619,456.23   sFT  1.00010239   -0 38 41.6
 CP2514;UTM  15      - 3,640,909.522   778,703.314   MT  1.00055788   +1 37 03.6
 CP2514;UTM  16      - 3,641,023.568   217,287.277   MT  1.00058564   -1 38 27.4
 CP2514
 CP2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2514!SPC MS W     -   0.99998919  x   0.99996050  =   0.99994969
 CP2514!SPC MS E     -   0.99998919  x   1.00010239  =   1.00009158
 CP2514!UTM  15      -   0.99998919  x   1.00055788  =   1.00054707
 CP2514!UTM  16      -   0.99998919  x   1.00058564  =   1.00057483
 CP2514
 CP2514:                Primary Azimuth Mark                     Grid Az
 CP2514:SPC MS W     -  TEXAS E TRANSM CORP MICROWAVE            000 32 34.5
 CP2514:SPC MS E     -  TEXAS E TRANSM CORP MICROWAVE            001 21 25.6
 CP2514:UTM  15      -  TEXAS E TRANSM CORP MICROWAVE            359 05 40.4
 CP2514:UTM  16      -  TEXAS E TRANSM CORP MICROWAVE            002 21 11.4
 CP2514
 CP2514|---------------------------------------------------------------------|
 CP2514| PID    Reference Object                     Distance      Geod. Az  |
 CP2514|                                                           dddmmss.s |
 CP2514| CP2507 TEXAS E TRANSM CORP MICROWAVE       APPROX. 4.7 KM 0004244.0 |
 CP2514| CY3223 55 6 RM 2                            28.402 METERS 05545     |
 CP2514| CY3221 55 6 AZ MK                                         1115657.0 |
 CP2514| CY3222 55 6 RM 1                            19.830 METERS 33707     |
 CP2514|---------------------------------------------------------------------|
 CP2514
 CP2514                          SUPERSEDED SURVEY CONTROL
 CP2514
 CP2514  NAD 83(1986)-  32 52 15.26725(N)    090 01 17.09686(W) AD(       ) 2
 CP2514  NAD 27      -  32 52 14.79280(N)    090 01 16.79010(W) AD(       ) 2
 CP2514
 CP2514.Superseded values are not recommended for survey control.
 CP2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2514.See file dsdata.txt to determine how the superseded data were derived.
 CP2514
 CP2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7870340910(NAD 83)
 CP2514_MARKER: DD = SURVEY DISK
 CP2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2514
 CP2514  HISTORY     - Date     Condition        Report By
 CP2514  HISTORY     - 1959     MONUMENTED       CGS
 CP2514  HISTORY     - 1967     GOOD             MSHD
 CP2514
 CP2514                          STATION DESCRIPTION
 CP2514
 CP2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2514'STATION IS LOCATED 3 MILES WEST AND 1-3/4 MILES SOUTH OF
 CP2514'PICKENS, 3-1/4 MILES WEST AND 3/4 MILE SOUTH OF THE JUNCTION
 CP2514'POINT OF THE HOLMES, ATTALA, MADISON AND YAZOO COUNTY LINES,
 CP2514'3/4 MILE SOUTH OF STATE HIGHWAY 432, IN THE SOUTHEAST 1/4
 CP2514'OF SECTION 19, T 12 N, R 3 E, 0.2 MILE SOUTH OF A RADIO
 CP2514'MAST, IN AN OPEN AREA JUST SOUTHEAST OF A STAND OF SMALL
 CP2514'PINE TREES AND PROPERTY OWNED BY MR. L. MACKIE.
 CP2514'
 CP2514'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 CP2514'HIGHWAY 432, AT THE SOUTH EDGE OF PICKENS, GO WEST ON STATE
 CP2514'HIGHWAY 432 FOR 3.15 MILES TO A FARM ROAD LEFT JUST AFTER
 CP2514'PASSING A HOUSE ON THE LEFT.  TURN SHARP LEFT, CROSSING
 CP2514'CATTLEGUARD, AND FOLLOW FARM ROAD SOUTHEASTERLY FOR 0.2
 CP2514'MILE TO A CEMETERY ON THE LEFT.  CONTINUE SOUTH FOR 0.4
 CP2514'MILE TO A RADIO TOWER ON THE RIGHT.  CONTINUE FOR 0.1 MILE
 CP2514'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTH FOR
 CP2514'0.1 MILE TO WHERE THE ROAD CURVES TO THE LEFT AND THE STATION
 CP2514'ON THE RIGHT.  CONTINUE EAST-SOUTHEAST ON THE FARM ROAD
 CP2514'FOR 0.15 MILE TO A BOARD GATE AND THE AZIMUTH MARK ON THE
 CP2514'LEFT.
 CP2514'
 CP2514'STATION MARKS ARE MISSISSIPPI STATE HIGHWAY DEPARTMENT DISKS,
 CP2514'STAMPED STA 55-6 1959.  UNDERGROUND MARK IS SET IN AN IRREGULAR
 CP2514'MASS OF CONCRETE 2.5 FEET BELOW GROUND SURFACE.  SURFACE
 CP2514'MARK IS SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE POST
 CP2514'PROJECTING 1 INCH.  IT IS 58 FEET SOUTHWEST OF THE APPROXIMATE
 CP2514'CENTER OF A CURVE IN THE FARM ROAD, 43 FEET SOUTHEAST OF
 CP2514'A LONE, 6 INCH PINE TREE WITH A TRIANGLE BLAZE ON ITS EAST
 CP2514'SIDE AND 19 FEET EAST OF THE EAST EDGE OF A BASIN LIKE
 CP2514'DEPRESSION IN THE GROUND SURFACE.  A METAL, WITNESS SIGNPOST WAS
 CP2514'SET 1.0 FEET NORTHEAST OF THE MARK.
 CP2514'
 CP2514'REFERENCE MARK 1 IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT
 CP2514'DISK, STAMPED RM 55-6 1959, SET IN THE TOP OF AN 8 INCH
 CP2514'SQUARE, CONCRETE POST PROJECTING 1 INCH.  IT IS 43 FEET
 CP2514'NORTH-NORTHEAST OF THE BLAZED TREE AND 36 FEET WEST OF THE
 CP2514'FARM ROAD CENTER.
 CP2514'
 CP2514'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 55-6 MHD NO
 CP2514'2 1959, SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2514'PROJECTING 4 INCHES.  IT IS 120 FEET EAST OF THE BLAZED
 CP2514'TREE, 23 FEET NORTH OF THE FARM ROAD CENTER AND 4 FEET SOUTH
 CP2514'OF THE SOUTH ONE OF TWIN 6 INCH PINE TREES.
 CP2514'
 CP2514'AZIMUTH MARK IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK,
 CP2514'STAMPED AZI 55-6 1959, SET IN THE TOP OF AN 8 INCH SQUARE,
 CP2514'CONCRETE POST PROJECTING 4 INCHES.  IT IS 99 FEET NORTH-NORTHWEST
 CP2514'OF THE NORTHEAST CORNER OF A BARN, 17 FEET SOUTH OF THE
 CP2514'SOUTHWEST CORNER OF A CORRAL, 5 FEET NORTH OF THE NORTH
 CP2514'GATEPOST OF A GATE IN A NORTH-SOUTH PROPERTY FENCE AND 1
 CP2514'FOOT WEST OF THE FENCE.  A METAL, WITNESS SIGNPOST WAS SET
 CP2514'1.7 FEET NORTH OF THE MARK.
 CP2514'
 CP2514'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 102.60 FT.
 CP2514'(31.273 M.)
 CP2514'
 CP2514'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2514
 CP2514                          STATION RECOVERY (1967)
 CP2514
 CP2514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2514'THE STATION WAS VISITED 1-20-67 AND THE STATION, R.M. 2
 CP2514'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 HAS
 CP2514'BEEN CHIPPED ON ONE SIDE EXPOSING THE UNDERSIDE OF THE DISK,
 CP2514'THE MARK WAS REINFORCED WITH CONCRETE.
 CP2514'
 CP2514'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF
 CP2514'PICKENS, 14 MILES NORTHEAST OF BENTON, AND IN THE SOUTHEAST
 CP2514'1/4 OF SECTION 9, T12N, R2E ON LAND OWNED BY MR. L. MACKIE.
 CP2514'
 CP2514'TO REACH FROM THE U.S. POST OFFICE IN PICKENS GO SOUTH ON
 CP2514'A BLACKTOP STREET FOR 0.05 MILE TO A T INTERSECTION, TURN
 CP2514'RIGHT (NORTHWEST) AND CONTINUE ON A BLACKTOP STREET FOR
 CP2514'0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51, TURN LEFT
 CP2514'(SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 51 FOR 0.1 MILE
 CP2514'TO MISSISSIPPI HIGHWAY 432 ON THE RIGHT (WEST) AND CONTINUE
 CP2514'ON MISSISSIPPI HIGHWAY 432 FOR 3.2 MILES TO A CATTLE GAP
 CP2514'AND A SIDE ROAD LEFT, TURN LEFT (EAST-SOUTHEAST) AND CONTINUE
 CP2514'ON A NARROW ALL-WEATHER ROAD FOR 0.2 MILE TO A CEMETERY
 CP2514'ON THE LEFT, CONTINUE (SOUTHEAST) ON THE ALL-WEATHER ROAD
 CP2514'FOR 0.4 MILE TO A RADIO TOWER, CONTINUE (SOUTHEAST) ON A
 CP2514'TRACK ROAD CROSSING A CATTLE GAP FOR 0.2 MILE TO WHERE THE
 CP2514'ROAD CURVES LEFT AND THE STATION ON THE RIGHT AS
 CP2514'DESCRIBED.
 CP2514'
 CP2514'TO REACH THE AZIMUTH MARK CONTINUE EAST-SOUTHEAST ON THE
 CP2514'TRACK ROAD FOR 0.15 MILE TO A GATE AND THE MARK ON THE LEFT
 CP2514'AS DESCRIBED.
 CP2514'
 CP2514'THE STATION DISK IS STAMPED STA 55-6 (1959), 65 FEET SOUTHWEST
 CP2514'OF THE CENTER OF THE CURVE OF THE TRACK ROAD, 43 FEET SOUTHEAST
 CP2514'OF A LONE 10 INCH PINE, 19 FEET EAST OF THE EAST EDGE OF
 CP2514'A GULLEY AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 CP2514'
 CP2514'R.M. 1 IS 48 FEET WEST-SOUTHWEST OF THE CENTER OF THE TRACK
 CP2514'ROAD, 42 FEET NORTH OF A 10 INCH PINE AND 0.6 FEET SOUTHEAST
 CP2514'OF A METAL WITNESS POST, AND STAMPED R.M. 55-6 (1959).
 CP2514'
 CP2514'R.M. 2 IS 120 FEET EAST OF A 10 INCH PINE, 48 FEET SOUTHWEST
 CP2514'OF A 6 INCH PINE, 32 FEET SOUTH OF AN 8 INCH PINE AND 23
 CP2514'FEET NORTH OF A TRACK ROAD, STAMPED 55-6 MHD NO. 2 (1959).
 CP2514'
 CP2514'THE AZIMUTH MARK IS 99 FEET NORTH-NORTHWEST OF THE NORTHEAST
 CP2514'CORNER OF A BARN, 17.5 FEET SOUTH OF THE SOUTHWEST CORNER
 CP2514'OF A CORRAL, 11.5 FEET NORTH OF THE NORTHERN GATE POST,
 CP2514'1.7 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET NORTH
 CP2514'OF A FENCE, STAMPED AZI 55-6 (1959).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1454 ***********************************************************************
 CO1454  DESIGNATION -  55 9
 CO1454  PID         -  CO1454
 CO1454  STATE/COUNTY-  MS/HOLMES
 CO1454  USGS QUAD   -  GOODMAN (1982)
 CO1454
 CO1454                         *CURRENT SURVEY CONTROL
 CO1454  ___________________________________________________________________
 CO1454* NAD 83(1993)-  32 57 01.22116(N)    089 58 49.39677(W)     ADJUSTED  
 CO1454* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CO1454  ___________________________________________________________________
 CO1454  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CO1454  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CO1454  HORZ ORDER  -  SECOND
 CO1454
 CO1454.The horizontal coordinates were established by classical geodetic methods
 CO1454.and adjusted by the National Geodetic Survey in May 1994.
 CO1454
 CO1454.The orthometric height was scaled from a topographic map.
 CO1454
 CO1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1454
 CO1454.The geoid height was determined by GEOID03.
 CO1454
 CO1454;                    North         East     Units Scale Factor Converg.
 CO1454;SPC MS W     -   382,587.344   733,000.778   MT  0.99996342   +0 11 31.1
 CO1454;SPC MS W     - 1,255,205.31  2,404,853.39   sFT  0.99996342   +0 11 31.1
 CO1454;SPC MS E     -   383,116.051   192,746.456   MT  1.00009179   -0 37 26.2
 CO1454;SPC MS E     - 1,256,939.91    632,369.00   sFT  1.00009179   -0 37 26.2
 CO1454;UTM  16      - 3,649,725.267   221,377.009   MT  1.00055731   -1 37 19.6
 CO1454;UTM  15      - 3,649,829.832   782,291.254   MT  1.00058269   +1 38 36.6
 CO1454
 CO1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1454!SPC MS W     -   0.99998683  x   0.99996342  =   0.99995026
 CO1454!SPC MS E     -   0.99998683  x   1.00009179  =   1.00007862
 CO1454!UTM  16      -   0.99998683  x   1.00055731  =   1.00054414
 CO1454!UTM  15      -   0.99998683  x   1.00058269  =   1.00056952
 CO1454
 CO1454:                Primary Azimuth Mark                     Grid Az
 CO1454:SPC MS W     -  55 9 AZ MK                               035 29 29.6
 CO1454:SPC MS E     -  55 9 AZ MK                               036 18 26.9
 CO1454:UTM  16      -  55 9 AZ MK                               037 18 20.3
 CO1454:UTM  15      -  55 9 AZ MK                               034 02 24.1
 CO1454
 CO1454|---------------------------------------------------------------------|
 CO1454| PID    Reference Object                     Distance      Geod. Az  |
 CO1454|                                                           dddmmss.s |
 CO1454| CF9272 55 9 AZ MK                                         0354100.7 |
 CO1454| CF9273 55 9 RM 1                            24.916 METERS 17735     |
 CO1454| CP2508 RICHLAND                            APPROX. 4.1 KM 3031848.6 |
 CO1454| CF9274 55 9 RM 2                            20.140 METERS 35406     |
 CO1454|---------------------------------------------------------------------|
 CO1454
 CO1454                          SUPERSEDED SURVEY CONTROL
 CO1454
 CO1454  NAD 83(1986)-  32 57 01.23330(N)    089 58 49.39347(W) AD(       ) 2
 CO1454  NAD 27      -  32 57 00.76020(N)    089 58 49.09170(W) AD(       ) 2
 CO1454
 CO1454.Superseded values are not recommended for survey control.
 CO1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1454.See file dsdata.txt to determine how the superseded data were derived.
 CO1454
 CO1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2137749725(NAD 83)
 CO1454_MARKER: DD = SURVEY DISK
 CO1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1454+STABILITY: SURFACE MOTION
 CO1454
 CO1454  HISTORY     - Date     Condition        Report By
 CO1454  HISTORY     - 1959     MONUMENTED       MSHD
 CO1454  HISTORY     - 1972     GOOD             MSHD
 CO1454
 CO1454                          STATION DESCRIPTION
 CO1454
 CO1454'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1959 (OSR)
 CO1454'STATION IS LOCATED ABOUT 4 MILES NORTH AND 1/2 MILE WEST OF
 CO1454'PICKENS, 4 MILES WEST AND 1-1/2 MILES SOUTH OF GOODMAN, 0.1
 CO1454'MILE NORTHEAST OF STATE HIGHWAY 17, 400 FEET SOUTHEAST OF THE
 CO1454'PROPOSED CENTER LINE OF SUPER HIGHWAY 51, IN THE NORTHEAST 1/4
 CO1454'OF SECTION 27, T 13 N, R 3 E, NEAR THE CENTER OF A CLEARED AREA
 CO1454'WHICH IS LIKE A SMALL PLATEAU FORMED BY DEEP WASHOUTS ON THE
 CO1454'WEST, NORTH AND EAST SIDES AND A CULTIVATED FIELD ON THE SOUTH
 CO1454'SIDE.  THE PROPERTY IS OWNED BY MR. B. FALL WHO LIVES ABOUT
 CO1454'0.25 MILE NORTHEAST OF THE STATION.
 CO1454'
 CO1454'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 CO1454'17, ABOUT 1.6 MILES NORTHEAST OF PICKENS, GO NORTH-NORTHWEST ON
 CO1454'STATE HIGHWAY 17 FOR 3.1 MILES TO A DIM FIELD ROAD RIGHT.  (TO
 CO1454'REACH THE AZIMUTH MARK, CONTINUE ON HIGHWAY FOR 0.35 MILE TO A
 CO1454'SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVELED ROAD EAST FOR
 CO1454'0.3 MILE TO A FARM DRIVE LEFT.  TURN LEFT AND FOLLOW FARM DRIVE
 CO1454'NORTH FOR 0.1 MILE TO A FRAME HOUSE AND THE MARK ON THE LEFT
 CO1454'AS DESCRIBED.) TURN RIGHT AND FOLLOW FIELD ROAD EASTERLY FOR
 CO1454'ABOUT 0.15 MILE TO A NORTH-SOUTH FENCE.  BEAR LEFT AND GO
 CO1454'NORTH, FOLLOWING THE WEST SIDE OF THE FENCE, FOR ABOUT 0.1 MILE
 CO1454'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CO1454'
 CO1454'STATION MARKS ARE MISSISSIPPI STATE HIGHWAY DEPARTMENT DISKS,
 CO1454'STAMPED 55-9 STA 1959.  UNDERGROUND MARK IS SET IN AN IRREGULAR
 CO1454'MASS OF CONCRETE 2.5 FEET BELOW THE GROUND SURFACE.  SURFACE MARK
 CO1454'IS SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE POST PROJECTING
 CO1454'2 INCHES.  IT IS 25 FEET EAST OF A NORTH-SOUTH FENCE AND 95
 CO1454'FEET SOUTH OF AN 8 INCH CEDAR TREE WITH A TRIANGLE BLAZE ON ITS
 CO1454'SOUTH SIDE.  (THE TREE IS AT THE EXTREME NORTH END OF THE
 CO1454'PLATEAU-LIKE AREA) NO WITNESS MARKER WAS SET.
 CO1454'
 CO1454'REFERENCE MARK 1 IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK,
 CO1454'STAMPED 55-9 RM 1 1959, SET IN THE TOP OF AN 8 INCH SQUARE,
 CO1454'CONCRETE POST PROJECTING 3 INCHES.  IT IS 177 FEET SOUTH OF THE
 CO1454'BLAZED TREE AND 1 FOOT EAST OF THE FENCE.
 CO1454'
 CO1454'REFERENCE MARK 2 IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK,
 CO1454'STAMPED 55-9 RM 2 1959, SET IN THE TOP OF AN 8 INCH SQUARE,
 CO1454'CONCRETE POST PROJECTING 4 INCHES.  IT IS 40 FEET EAST OF THE
 CO1454'FENCE AND 29 FEET SOUTH-SOUTHWEST OF THE BLAZED TREE.
 CO1454'
 CO1454'AZIMUTH MARK IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK,
 CO1454'STAMPED 55-9 AZ 1959, SET IN THE TOP OF AN 8 INCH SQUARE,
 CO1454'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET
 CO1454'WEST-NORTHWEST OF A FARM DRIVEWAY CENTER, 52 FEET WEST-NORTHWEST
 CO1454'OF A POWER LINE POLE (NO 8), AND 23.5 FEET NORTHWEST OF THE SOUTH
 CO1454'CORNER OF A SMALL FRAME HOUSE.  NO WITNESS MARKER WAS SET.
 CO1454'
 CO1454'THE DISTANCE SHOWN TO REFERENCE MARK 2 IS THE RESULT OF A
 CO1454'SECOND ORDER TRAVERSE.
 CO1454
 CO1454                          STATION RECOVERY (1972)
 CO1454
 CO1454'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 CO1454'THE STATION WAS VISITED 11-7-72 AND THE STATION MARK, RM NO 1, AND
 CO1454'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 CO1454'FOUND BUT THE PROPERTY OWNER STATED THAT IT HAD NOT BEEN DESTROYED.
 CO1454'THE STATION IS LOCATED 4.3 MILES WSW OF GOODMAN, 4.5 MILES NORTH
 CO1454'OF PICKENS, 1.2 MILES SOUTH OF THE COMMUNITY OF RICHLAND, NEAR
 CO1454'THE CENTER OF A CLEARED AREA WHICH IS LIKE A SMALL PLATEAU FORMED BY
 CO1454'DEEP WASH OUTS ON THE WEST AND NORTH ON THE PROPERTY OF MR. B.
 CO1454'FALL WHO LIVES 0.25 MILE NE OF THE STATION IN THE NW 1/4 OF
 CO1454'SECTION 7, T 13N, R 3E.  IT IS 17 FEET EAST OF THE CENTER OF
 CO1454'AN OLD ABANDONED ROAD LEADING NORTH INTO A GULLEY, 24.5 FEET
 CO1454'EAST OF A FENCE, 17 FEET NE OF AN 8 INCH OAK, 21.5 FEET NORTH OF
 CO1454'A 7 INCH OAK, 53 FEET NW OF A 14 INCH OAK JUST EAST OF A GULLEY,
 CO1454'1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF AN 8 INCH
 CO1454'SQUARE CONCRETE POST.
 CO1454'
 CO1454'IT IS A MSHD DISK, STAMPED STA 55-9 1959 PROJECTING 2 INCHES.
 CO1454'
 CO1454'REFERENCE MARK NO 1 IS 81.75 FEET SOUTH OF THE STATION.  IT IS 14
 CO1454'FEET WEST OF THE CENTER OF AN ABANDONED ROAD, 42 FEET WEST OF THE
 CO1454'WEST EDGE OF A GULLEY, 20 FEET WSW OF A 12 INCH PINE, 47.5 FEET NW
 CO1454'OF A 12 INCH OAK, 15.5 FEET NORTH OF A 12 INCH PINE, 1.5 FEET EAST
 CO1454'OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP
 CO1454'OF A 8 INCH SQUARE CONCRETE POST.  IT IS A MSHD DISK, STAMPED
 CO1454'55-9 RM-1 1959.
 CO1454'
 CO1454'REFERENCE MARK NO 2 IS 66.08 FEET NORTH OF THE STATION.  IT IS 17
 CO1454'FEET EAST OF THE EDGE OF A GULLEY, 28.5 FEET SW OF A 12 INCH CEDAR
 CO1454'ON THE EDGE OF THE GULLEY, 14 FEET ESE OF A 9 INCH TWIN PERSIMMON,
 CO1454'1 FOOT NE OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH
 CO1454'SQUARE CONCRETE POST.  IT IS A MSHD DISK, STAMPED 55-9 RM-2 1959
 CO1454'PROJECTING 6 INCHES.
 CO1454'
 CO1454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 432 AND
 CO1454'U.S. HIGHWAY 51 AT THE SOUTH EDGE OF PICKENS GO NORTH ON U.S.
 CO1454'HIGHWAY 51 FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 17.  TURN
 CO1454'LEFT AND GO NORTHWEST ON STATE HIGHWAY 17 FOR 2.8 MILES TO THE
 CO1454'CONCRETE BRIDGE OVER I-55.  CONTINUE NORTH-NORTHWEST ON STATE
 CO1454'HIGHWAY 17 FOR 0.65 MILE TO A POINT ABOUT MIDWAY BETWEEN TWO
 CO1454'SMALL HILLS.  THEN WALK EASTERLY FOR ABOUT 0.2 MILE TO THE
 CO1454'STATION AS DESCRIBED.
 CO1454'
 CO1454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.3 MILES WSW OF
 CO1454'GOODMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1248 ***********************************************************************
 DK1248  DESIGNATION -  55 M BOLT
 DK1248  PID         -  DK1248
 DK1248  STATE/COUNTY-  MS/WASHINGTON
 DK1248  USGS QUAD   -  GLEN ALLAN (1970)
 DK1248
 DK1248                         *CURRENT SURVEY CONTROL
 DK1248  ___________________________________________________________________
 DK1248* NAD 83(1986)-  33 01 15.     (N)    091 07 29.     (W)     SCALED    
 DK1248* NAVD 88     -        33.61   (+/-2cm)     110.3    (feet)  VERTCON   
 DK1248  ___________________________________________________________________
 DK1248  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1248  VERT ORDER  -  ? (See Below)
 DK1248
 DK1248.The horizontal coordinates were scaled from a topographic map and have
 DK1248.an estimated accuracy of +/- 6 seconds.
 DK1248
 DK1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1248.The vertical order pertains to the NGVD 29 superseded value.
 DK1248
 DK1248.The geoid height was determined by GEOID03.
 DK1248
 DK1248;                    North         East    Units  Estimated Accuracy
 DK1248;SPC MS W     -   390,630.      626,060.      MT  (+/- 180 meters Scaled)
 DK1248
 DK1248                          SUPERSEDED SURVEY CONTROL
 DK1248
 DK1248  NGVD 29 (??/??/??)   33.666  (m)          110.45   (f) ADJUSTED    ?  
 DK1248
 DK1248.Superseded values are not recommended for survey control.
 DK1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1248.See file dsdata.txt to determine how the superseded data were derived.
 DK1248
 DK1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751551(NAD 83)
 DK1248_MARKER: B = BOLT
 DK1248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1248_STAMPING: 114 55M (1930)
 DK1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1248
 DK1248  HISTORY     - Date     Condition        Report By
 DK1248  HISTORY     - 1930     MONUMENTED       DOD
 DK1248  HISTORY     - 1967     GOOD             MSHD
 DK1248  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK1248
 DK1248                          STATION DESCRIPTION
 DK1248
 DK1248'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1248'5.7 MI SW FROM CHATHAM.
 DK1248'LOCATED APPROXIMATELY 0.7 MILE NORTH OF THE WASHINGTON-ISSAQUENA
 DK1248'COUNTY LINE APPROXIMATELY 400 FEET EAST OF THE CENTER OF THE
 DK1248'MISSISSIPPI RIVER LEVEE, 5.7 MILES SOUTHWEST OF CHATHAM IN THE
 DK1248'SOUTHWEST 1/4 OF SECTION 10, T 14N, R 9W.  IT IS APPROXIMATELY 150
 DK1248'FEET NORTHEAST OF THE CENTER OF THE SUB LEVEE, 35 FEET NORTHWEST OF M
 DK1248'120 A 5 X 10 IN. CONCRETE POST PROJECTING 4 FEET AND 1 FOOT SOUTHWEST
 DK1248'OF A METAL WITNESS POST.  TO REACH FROM THE U.S. POST OFFICE IN THE
 DK1248'VILLAGE OF CHATHAM, GO SOUTHEAST ON A BLACKTOP ROAD FOR 0.45 MILE TO A
 DK1248'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 DK1248'5.35 MILES TO THE INTERSECTION OF THE MISSISSIPPI RIVER LEVEE. TURN
 DK1248'LEFT (SOUTHWEST) AND CONTINUE ON THE LEVEE FOR 1.4 MILES TO A SMALL
 DK1248'SUB LEVEE AND THE MARK ON THE LEFT AS DESCRIBED.
 DK1248
 DK1248                          STATION RECOVERY (1967)
 DK1248
 DK1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1249 ***********************************************************************
 DK1249  DESIGNATION -  55 M CAP
 DK1249  PID         -  DK1249
 DK1249  STATE/COUNTY-  MS/WASHINGTON
 DK1249  USGS QUAD   -  READLAND (1970)
 DK1249
 DK1249                         *CURRENT SURVEY CONTROL
 DK1249  ___________________________________________________________________
 DK1249* NAD 83(1986)-  33 01 15.     (N)    091 07 30.     (W)     SCALED    
 DK1249* NAVD 88     -        34.82   (+/-2cm)     114.2    (feet)  VERTCON   
 DK1249  ___________________________________________________________________
 DK1249  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1249  VERT ORDER  -  ? (See Below)
 DK1249
 DK1249.The horizontal coordinates were scaled from a topographic map and have
 DK1249.an estimated accuracy of +/- 6 seconds.
 DK1249
 DK1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1249.The vertical order pertains to the NGVD 29 superseded value.
 DK1249
 DK1249.The geoid height was determined by GEOID03.
 DK1249
 DK1249;                    North         East    Units  Estimated Accuracy
 DK1249;SPC MS W     -   390,630.      626,040.      MT  (+/- 180 meters Scaled)
 DK1249
 DK1249                          SUPERSEDED SURVEY CONTROL
 DK1249
 DK1249  NGVD 29 (??/??/??)   34.882  (m)          114.44   (f) ADJUSTED    ?  
 DK1249
 DK1249.Superseded values are not recommended for survey control.
 DK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1249.See file dsdata.txt to determine how the superseded data were derived.
 DK1249
 DK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751551(NAD 83)
 DK1249_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1249_STAMPING: 114 55M (1930)
 DK1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1249
 DK1249  HISTORY     - Date     Condition        Report By
 DK1249  HISTORY     - 1930     MONUMENTED       DOD
 DK1249  HISTORY     - 1967     GOOD             MSHD
 DK1249  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK1249
 DK1249                          STATION DESCRIPTION
 DK1249
 DK1249'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1249'5.7 MI SW FROM CHATHAM.
 DK1249'LOCATED APPROXIMATELY 0.7 MILE NORTH OF THE WASHINGTON-ISSAQUENA
 DK1249'COUNTY LINE APPROXIMATELY 400 FEET EAST OF THE CENTER OF THE
 DK1249'MISSISSIPPI RIVER LEVEE, 5.7 MILES SOUTHWEST OF CHATHAM IN THE
 DK1249'SOUTHWEST 1/4 OF SECTION 10, T 14N, R 9W.  IT IS APPROXIMATELY 150
 DK1249'FEET NORTHEAST OF THE CENTER OF THE SUB LEVEE, 35 FEET NORTHWEST OF M
 DK1249'120 A 5 X 10 IN. CONCRETE POST PROJECTING 4 FEET AND 1 FOOT SOUTHWEST
 DK1249'OF A METAL WITNESS POST.  TO REACH FROM THE U.S. POST OFFICE IN THE
 DK1249'VILLAGE OF CHATHAM, GO SOUTHEAST ON A BLACKTOP ROAD FOR 0.45 MILE TO A
 DK1249'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 DK1249'5.35 MILES TO THE INTERSECTION OF THE MISSISSIPPI RIVER LEVEE. TURN
 DK1249'LEFT (SOUTHWEST) AND CONTINUE ON THE LEVEE FOR 1.4 MILES TO A SMALL
 DK1249'SUB LEVEE AND THE MARK ON THE LEFT AS DESCRIBED.
 DK1249
 DK1249                          STATION RECOVERY (1967)
 DK1249
 DK1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0511 ***********************************************************************
 CP0511  DESIGNATION -  55 V 1
 CP0511  PID         -  CP0511
 CP0511  STATE/COUNTY-  MS/RANKIN
 CP0511  USGS QUAD   -  JACKSON (1998)
 CP0511
 CP0511                         *CURRENT SURVEY CONTROL
 CP0511  ___________________________________________________________________
 CP0511* NAD 83(1986)-  32 16 50.     (N)    090 10 21.     (W)     SCALED    
 CP0511* NAVD 88     -        83.876  (meters)     275.18   (feet)  ADJUSTED  
 CP0511  ___________________________________________________________________
 CP0511  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0511  DYNAMIC HT  -          83.783 (meters)     274.88  (feet)  COMP
 CP0511  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 CP0511
 CP0511  VERT ORDER  -  FIRST     CLASS I
 CP0511
 CP0511.The horizontal coordinates were scaled from a topographic map and have
 CP0511.an estimated accuracy of +/- 6 seconds.
 CP0511
 CP0511.The orthometric height was determined by differential leveling
 CP0511.and adjusted in July 1994.
 CP0511
 CP0511.The geoid height was determined by GEOID03.
 CP0511
 CP0511.The dynamic height is computed by dividing the NAVD 88
 CP0511.geopotential number by the normal gravity value computed on the
 CP0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0511.degrees latitude (g = 980.6199 gals.).
 CP0511
 CP0511.The modeled gravity was interpolated from observed gravity values.
 CP0511
 CP0511;                    North         East    Units  Estimated Accuracy
 CP0511;SPC MS W     -   308,270.      715,150.      MT  (+/- 180 meters Scaled)
 CP0511
 CP0511                          SUPERSEDED SURVEY CONTROL
 CP0511
 CP0511  NAVD 88 (06/15/91)   83.899  (m)          275.26   (f) UNKNOWN     1 1
 CP0511  NGVD 29 (??/??/??)   83.909  (m)          275.29   (f) ADJUSTED    1 1
 CP0511
 CP0511.Superseded values are not recommended for survey control.
 CP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0511.See file dsdata.txt to determine how the superseded data were derived.
 CP0511
 CP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR663750(NAD 83)
 CP0511_MARKER: DD = SURVEY DISK
 CP0511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0511_SP_SET: ABUTMENT
 CP0511_STAMPING: 55 V-1 1964 BM
 CP0511_MARK LOGO: MSHD  
 CP0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0511+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP0511
 CP0511  HISTORY     - Date     Condition        Report By
 CP0511  HISTORY     - 1964     MONUMENTED       MSHD
 CP0511  HISTORY     - 1977     GOOD             MSHD
 CP0511  HISTORY     - 19920611 GOOD             NGS
 CP0511
 CP0511                          STATION DESCRIPTION
 CP0511
 CP0511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0511'1.6 MI SE FROM JACKSON.
 CP0511'THE MARK IS LOCATED 1.6 MILES SOUTHEAST OF THE CENTER OF DOWNTOWN
 CP0511'JACKSON JUST EAST OF THE I-55 BRIDGE OVER U.S. HIGHWAY 80, 0.25 MILE
 CP0511'EAST OF THE EAST END OF THE BRIDGE OVER PEARL RIVER ABOUT 180 YARDS
 CP0511'WEST OF THE JUNCTION OF OLD HIGHWAY 49 AND U.S. HIGHWAY 80 IN THE
 CP0511'NORTHWEST 1/4 OF SECTION 14, T 5N, R 1E.  IT IS 66 FEET EAST OF THE
 CP0511'EAST SIDE OF THE MOST EASTERLY OF TWO OVERPASSES FOR I-55, 30 FEET
 CP0511'SOUTH OF THE MEDIUM OF U.S. HIGHWAY 80, 0.8 FEET SOUTH OF THE SOUTH
 CP0511'SIDE OF A CONCRETE PILLAR AT THE EAST END OF THE SOUTH BRIDGE RAILING
 CP0511'SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A
 CP0511'CONCRETE BRIDGE OVER A SLOUGH AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 CP0511'THE HIGHWAY.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT THE
 CP0511'EAST END OF CAPITOL STREET IN JACKSON GO SOUTH ON STATE STREET FOR 1.2
 CP0511'MILES TO THE U.S. HIGHWAY 80 OVERPASS.  THENCE EAST ALONG U.S. HIGHWAY
 CP0511'80 FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 CP0511
 CP0511                          STATION RECOVERY (1992)
 CP0511
 CP0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0511'1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 CP0511'STATE STREET (U.S. HIGHWAY 51) IN JACKSON, IN TOP OF AND 1.3 M
 CP0511'(4.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A
 CP0511'BRIDGE SPANNING A BRANCH OF THE PEARL RIVER, 30.8 M (101.0 FT) EAST
 CP0511'OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 55 OVERPASS OF THE
 CP0511'HIGHWAY, 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.2
 CP0511'M (3.9 FT) WEST OF THE SOUTHEAST CORNER OF A GUARDRAIL, AND 0.3 M
 CP0511'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0496 ***********************************************************************
 CP0496  DESIGNATION -  55 V 10
 CP0496  PID         -  CP0496
 CP0496  STATE/COUNTY-  MS/HINDS
 CP0496  USGS QUAD   -  JACKSON (1998)
 CP0496
 CP0496                         *CURRENT SURVEY CONTROL
 CP0496  ___________________________________________________________________
 CP0496* NAD 83(1986)-  32 21 22.     (N)    090 09 07.     (W)     SCALED    
 CP0496* NAVD 88     -       108.952  (meters)     357.45   (feet)  ADJUSTED  
 CP0496  ___________________________________________________________________
 CP0496  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0496  DYNAMIC HT  -         108.829 (meters)     357.05  (feet)  COMP
 CP0496  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 CP0496
 CP0496  VERT ORDER  -  SECOND    CLASS 0
 CP0496
 CP0496.The horizontal coordinates were scaled from a topographic map and have
 CP0496.an estimated accuracy of +/- 6 seconds.
 CP0496
 CP0496.The orthometric height was determined by differential leveling
 CP0496.and adjusted in June 1991.
 CP0496.WARNING-Repeat measurements at this control monument indicate possible
 CP0496.vertical movement.
 CP0496
 CP0496.The geoid height was determined by GEOID03.
 CP0496
 CP0496.The dynamic height is computed by dividing the NAVD 88
 CP0496.geopotential number by the normal gravity value computed on the
 CP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0496.degrees latitude (g = 980.6199 gals.).
 CP0496
 CP0496.The modeled gravity was interpolated from observed gravity values.
 CP0496
 CP0496;                    North         East    Units  Estimated Accuracy
 CP0496;SPC MS W     -   316,650.      717,070.      MT  (+/- 180 meters Scaled)
 CP0496
 CP0496                          SUPERSEDED SURVEY CONTROL
 CP0496
 CP0496  NGVD 29 (??/??/92)  109.042  (m)          357.75   (f) ADJ UNCH    2 0
 CP0496
 CP0496.Superseded values are not recommended for survey control.
 CP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0496.See file dsdata.txt to determine how the superseded data were derived.
 CP0496
 CP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR680834(NAD 83)
 CP0496_MARKER: DD = SURVEY DISK
 CP0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0496_SP_SET: BASE
 CP0496_STAMPING: B.M. 55V-10 1964
 CP0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0496
 CP0496  HISTORY     - Date     Condition        Report By
 CP0496  HISTORY     - 1964     MONUMENTED       MSHD
 CP0496  HISTORY     - 1975     GOOD             MSHD
 CP0496
 CP0496                          STATION DESCRIPTION
 CP0496
 CP0496'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0496'4.0 MI N FROM JACKSON.
 CP0496'THE MARK IS LOCATED ALONG AND ON THE WEST SIDE OF INTERSTATE HIGHWAY
 CP0496'55, AT A CONCRETE OVERPASS ON I-55 OVER NORTHSIDE DRIVE, ABOUT 4.0
 CP0496'MILES (AIRLINE) NORTH OF THE OLD CAPITOL ON STATE STREET IN JACKSON.
 CP0496'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE
 CP0496'BASE OF THE WEST RAILING AT THE NORTH END OF THE OVERPASS, 15.0 FEET
 CP0496'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF I-55.
 CP0496
 CP0496                          STATION RECOVERY (1975)
 CP0496
 CP0496'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3314 ***********************************************************************
 CP3314  DESIGNATION -  55 V 10 RESET
 CP3314  PID         -  CP3314
 CP3314  STATE/COUNTY-  MS/HINDS
 CP3314  USGS QUAD   -  JACKSON (1998)
 CP3314
 CP3314                         *CURRENT SURVEY CONTROL
 CP3314  ___________________________________________________________________
 CP3314* NAD 83(1986)-  32 21 22.     (N)    090 09 07.     (W)     SCALED    
 CP3314* NAVD 88     -       109.31   (meters)     358.6    (feet)  RESET     
 CP3314  ___________________________________________________________________
 CP3314  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP3314  VERT ORDER  -  THIRD
 CP3314
 CP3314.The horizontal coordinates were scaled from a topographic map and have
 CP3314.an estimated accuracy of +/- 6 seconds.
 CP3314
 CP3314.The orthometric height was computed from unverified reset data.
 CP3314.No vertical observational check was made to the station.
 CP3314
 CP3314.The geoid height was determined by GEOID03.
 CP3314
 CP3314;                    North         East    Units  Estimated Accuracy
 CP3314;SPC MS W     -   316,650.      717,070.      MT  (+/- 180 meters Scaled)
 CP3314
 CP3314                          SUPERSEDED SURVEY CONTROL
 CP3314
 CP3314  NGVD 29 (08/12/04)  109.40   (m)          358.9    (f) RESET       3  
 CP3314
 CP3314.Superseded values are not recommended for survey control.
 CP3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3314.See file dsdata.txt to determine how the superseded data were derived.
 CP3314
 CP3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR680834(NAD 83)
 CP3314_MARKER: DB = BENCH MARK DISK
 CP3314_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP3314_SP_SET: CURB
 CP3314_STAMPING: 55 V 10 RESET 1986
 CP3314_MARK LOGO: MSHD  
 CP3314_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3314
 CP3314  HISTORY     - Date     Condition        Report By
 CP3314  HISTORY     - 1986     MONUMENTED       NGS
 CP3314  HISTORY     - 20040707 GOOD             INDIV
 CP3314
 CP3314                          STATION DESCRIPTION
 CP3314
 CP3314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CP3314'4 MILES NORTH OF THE CENTER OF JACKSON, ABOUT 400 FT (121.9 M) SOUTH
 CP3314'OF NORTHSIDE DRIVE AND ABOUT 200 FT (61.0 M) WEST OF INTERSTATE
 CP3314'HIGHWAY 55, IN TOP OF THE EAST CONCRETE CURB OF PATIO OF BENNIGANS
 CP3314'RESTAURANT AND LOUNGE, AT 4525 I-55 NORTH, 11.8 FT (3.6 M)
 CP3314'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING, 9.8 FT (3.0 M)
 CP3314'WEST OF A 12-INCH METAL SIGN POLE OF RESTAURANT AND 5.8 FT (1.8 M)
 CP3314'NORTH OF THE SOUTH PATIO CURB.
 CP3314
 CP3314                          STATION RECOVERY (2004)
 CP3314
 CP3314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MBC)
 CP3314'STORE NEAR MARK IS NO LONGER BENNIGANS, IT IS THE MEAN MALLARD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0495 ***********************************************************************
 CP0495  DESIGNATION -  55 V 11
 CP0495  PID         -  CP0495
 CP0495  STATE/COUNTY-  MS/HINDS
 CP0495  USGS QUAD   -  JACKSON (1998)
 CP0495
 CP0495                         *CURRENT SURVEY CONTROL
 CP0495  ___________________________________________________________________
 CP0495* NAD 83(1986)-  32 21 57.     (N)    090 09 01.     (W)     SCALED    
 CP0495* NAVD 88     -        87.632  (meters)     287.51   (feet)  ADJUSTED  
 CP0495  ___________________________________________________________________
 CP0495  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0495  DYNAMIC HT  -          87.533 (meters)     287.18  (feet)  COMP
 CP0495  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 CP0495
 CP0495  VERT ORDER  -  SECOND    CLASS 0
 CP0495
 CP0495.The horizontal coordinates were scaled from a topographic map and have
 CP0495.an estimated accuracy of +/- 6 seconds.
 CP0495
 CP0495.The orthometric height was determined by differential leveling
 CP0495.and adjusted in June 1991.
 CP0495.WARNING-Repeat measurements at this control monument indicate possible
 CP0495.vertical movement.
 CP0495
 CP0495.The geoid height was determined by GEOID03.
 CP0495
 CP0495.The dynamic height is computed by dividing the NAVD 88
 CP0495.geopotential number by the normal gravity value computed on the
 CP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0495.degrees latitude (g = 980.6199 gals.).
 CP0495
 CP0495.The modeled gravity was interpolated from observed gravity values.
 CP0495
 CP0495;                    North         East    Units  Estimated Accuracy
 CP0495;SPC MS W     -   317,730.      717,230.      MT  (+/- 180 meters Scaled)
 CP0495
 CP0495                          SUPERSEDED SURVEY CONTROL
 CP0495
 CP0495  NGVD 29 (??/??/92)   87.722  (m)          287.80   (f) ADJ UNCH    2 0
 CP0495
 CP0495.Superseded values are not recommended for survey control.
 CP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0495.See file dsdata.txt to determine how the superseded data were derived.
 CP0495
 CP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR681845(NAD 83)
 CP0495_MARKER: DD = SURVEY DISK
 CP0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0495_SP_SET: ABUTMENT
 CP0495_STAMPING: B.M. 55V-11 1964
 CP0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0495
 CP0495  HISTORY     - Date     Condition        Report By
 CP0495  HISTORY     - 1964     MONUMENTED       MSHD
 CP0495  HISTORY     - 1975     GOOD             MSHD
 CP0495
 CP0495                          STATION DESCRIPTION
 CP0495
 CP0495'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0495'5.0 MI N FROM JACKSON.
 CP0495'THE MARK IS LOCATED ALONG AND ON THE WEST SIDE OF INTERSTATE HIGHWAY
 CP0495'55, ABOUT 5.0 MILES (AIRLINE) NORTH OF THE OLD CAPITOL ON STATE STREET
 CP0495'IN JACKSON, 3.4 MILES SOUTH OF THE JUNCTION OF INTERSTATE ROUTES 55
 CP0495'AND 220, AT A BRIDGE SPANNING HANGING MOSS CREEK, ON THE WEST FRONTAGE
 CP0495'ROAD PARALLELING I-55.  (0.75 MILE NORTH OF NORTHSIDE DRIVE JUST
 CP0495'BEFORE REACHING THE HOLIDAY INN).  THE MARK IS A DISK SET IN CEMENT IN
 CP0495'A DRILLED HOLE IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT. IT IS
 CP0495'83 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF I-55, 15
 CP0495'FEET EAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND ABOUT 2 FEET
 CP0495'BELOW THE LEVEL OF THE FRONTAGE ROAD.
 CP0495
 CP0495                          STATION RECOVERY (1975)
 CP0495
 CP0495'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0494 ***********************************************************************
 CP0494  DESIGNATION -  55 V 12
 CP0494  PID         -  CP0494
 CP0494  STATE/COUNTY-  MS/HINDS
 CP0494  USGS QUAD   -  RIDGELAND (1998)
 CP0494
 CP0494                         *CURRENT SURVEY CONTROL
 CP0494  ___________________________________________________________________
 CP0494* NAD 83(1986)-  32 22 49.     (N)    090 08 49.     (W)     SCALED    
 CP0494* NAVD 88     -        99.036  (meters)     324.92   (feet)  ADJUSTED  
 CP0494  ___________________________________________________________________
 CP0494  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP0494  DYNAMIC HT  -          98.924 (meters)     324.55  (feet)  COMP
 CP0494  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CP0494
 CP0494  VERT ORDER  -  SECOND    CLASS 0
 CP0494
 CP0494.The horizontal coordinates were scaled from a topographic map and have
 CP0494.an estimated accuracy of +/- 6 seconds.
 CP0494
 CP0494.The orthometric height was determined by differential leveling
 CP0494.and adjusted in June 1991.
 CP0494
 CP0494.The geoid height was determined by GEOID03.
 CP0494
 CP0494.The dynamic height is computed by dividing the NAVD 88
 CP0494.geopotential number by the normal gravity value computed on the
 CP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0494.degrees latitude (g = 980.6199 gals.).
 CP0494
 CP0494.The modeled gravity was interpolated from observed gravity values.
 CP0494
 CP0494;                    North         East    Units  Estimated Accuracy
 CP0494;SPC MS W     -   319,330.      717,540.      MT  (+/- 180 meters Scaled)
 CP0494
 CP0494                          SUPERSEDED SURVEY CONTROL
 CP0494
 CP0494  NGVD 29 (??/??/92)   99.125  (m)          325.21   (f) ADJ UNCH    2 0
 CP0494
 CP0494.Superseded values are not recommended for survey control.
 CP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0494.See file dsdata.txt to determine how the superseded data were derived.
 CP0494
 CP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR684861(NAD 83)
 CP0494_MARKER: DD = SURVEY DISK
 CP0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0494_SP_SET: BASE
 CP0494_STAMPING: B.M. 55V-12 1064
 CP0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0494
 CP0494  HISTORY     - Date     Condition        Report By
 CP0494  HISTORY     - 1964     MONUMENTED       MSHD
 CP0494  HISTORY     - 1975     GOOD             MSHD
 CP0494
 CP0494                          STATION DESCRIPTION
 CP0494
 CP0494'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0494'6.0 MI N FROM JACKSON.
 CP0494'THE MARK IS LOCATED ALONG AND ON THE WEST SIDE OF INTERSTATE ROUTE 55,
 CP0494'ABOUT 6.0 MILES (AIRLINE) NORTH OF THE OLD CAPITOL ON STATE STREET IN
 CP0494'JACKSON, 2.4 MILES SOUTH OF THE JUNCTION OF INTERSTATE ROUTES 55 AND
 CP0494'220, AT A CONCRETE OVERPASS ON BRIARWOOD DRIVE OVER I-55. THE MARK IS
 CP0494'A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE BASE OF THE
 CP0494'SOUTH RAIL AT THE WEST END OF THE BRIDGE, 15 FEET SOUTH OF THE CENTER
 CP0494'OF BRIARWOOD DRIVE.
 CP0494
 CP0494                          STATION RECOVERY (1975)
 CP0494
 CP0494'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0493 ***********************************************************************
 CP0493  DESIGNATION -  55 V 13
 CP0493  PID         -  CP0493
 CP0493  STATE/COUNTY-  MS/HINDS
 CP0493  USGS QUAD   -  RIDGELAND (1998)
 CP0493
 CP0493                         *CURRENT SURVEY CONTROL
 CP0493  ___________________________________________________________________
 CP0493* NAD 83(1986)-  32 23 28.     (N)    090 08 44.     (W)     SCALED    
 CP0493* NAVD 88     -        92.985  (meters)     305.07   (feet)  ADJUSTED  
 CP0493  ___________________________________________________________________
 CP0493  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0493  DYNAMIC HT  -          92.879 (meters)     304.72  (feet)  COMP
 CP0493  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CP0493
 CP0493  VERT ORDER  -  SECOND    CLASS 0
 CP0493
 CP0493.The horizontal coordinates were scaled from a topographic map and have
 CP0493.an estimated accuracy of +/- 6 seconds.
 CP0493
 CP0493.The orthometric height was determined by differential leveling
 CP0493.and adjusted in June 1991.
 CP0493
 CP0493.The geoid height was determined by GEOID03.
 CP0493
 CP0493.The dynamic height is computed by dividing the NAVD 88
 CP0493.geopotential number by the normal gravity value computed on the
 CP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0493.degrees latitude (g = 980.6199 gals.).
 CP0493
 CP0493.The modeled gravity was interpolated from observed gravity values.
 CP0493
 CP0493;                    North         East    Units  Estimated Accuracy
 CP0493;SPC MS W     -   320,530.      717,670.      MT  (+/- 180 meters Scaled)
 CP0493
 CP0493                          SUPERSEDED SURVEY CONTROL
 CP0493
 CP0493  NGVD 29 (??/??/92)   93.074  (m)          305.36   (f) ADJ UNCH    2 0
 CP0493
 CP0493.Superseded values are not recommended for survey control.
 CP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0493.See file dsdata.txt to determine how the superseded data were derived.
 CP0493
 CP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR685873(NAD 83)
 CP0493_MARKER: DD = SURVEY DISK
 CP0493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0493_SP_SET: ABUTMENT
 CP0493_STAMPING: B.M. 55V-13 1964
 CP0493_MARK LOGO: MSHD  
 CP0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0493+STABILITY: SURFACE MOTION
 CP0493
 CP0493  HISTORY     - Date     Condition        Report By
 CP0493  HISTORY     - 1964     MONUMENTED       MSHD
 CP0493  HISTORY     - 1975     GOOD             MSHD
 CP0493  HISTORY     - 19830518 GOOD             NGS
 CP0493
 CP0493                          STATION DESCRIPTION
 CP0493
 CP0493'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0493'6.75 MI N FROM JACKSON.
 CP0493'THE MARK IS LOCATED ALONG AND ON THE WEST SIDE OF INTERSTATE ROUTE 55,
 CP0493'ABOUT 1.55 MILES SOUTH OF ITS JUNCTION WITH INTERSTATE ROUTE 220,
 CP0493'ABOUT 6 3/4 MILES (AIRLINE) NORTH OF THE OLD CAPITOL ON STATE STREET
 CP0493'IN JACKSON, AT A BRIDGE OVER SMALL CREEK, ON THE FRONTAGE ROAD
 CP0493'PARALLELING I-55 ON THE WEST SIDE.  (0.8 MILE NORTH OF THE BRIARWOOD
 CP0493'INTERCHANGE).  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN
 CP0493'THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE, 72 FEET
 CP0493'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF I-55, 17 FEET EAST
 CP0493'OF THE CENTER OF THE FRONTAGE ROAD AND ABOUT 2 FEET BELOW THE LEVEL OF
 CP0493'THE FRONTAGE ROAD.
 CP0493
 CP0493                          STATION RECOVERY (1975)
 CP0493
 CP0493'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0493'RECOVERED IN GOOD CONDITION.
 CP0493
 CP0493                          STATION RECOVERY (1983)
 CP0493
 CP0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CP0493'MARK WAS RECOVERED IN GOOD CONDITION BUT WAS GOING TO BE DESTROYED BY
 CP0493'ROAD CONSTRUCTION.  THE MARK WAS RESET AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3315 ***********************************************************************
 CP3315  DESIGNATION -  55 V 13 RESET
 CP3315  PID         -  CP3315
 CP3315  STATE/COUNTY-  MS/HINDS
 CP3315  USGS QUAD   -  RIDGELAND (1998)
 CP3315
 CP3315                         *CURRENT SURVEY CONTROL
 CP3315  ___________________________________________________________________
 CP3315* NAD 83(1986)-  32 23 28.     (N)    090 08 49.     (W)     SCALED    
 CP3315* NAVD 88     -        93.46   (meters)     306.6    (feet)  RESET     
 CP3315  ___________________________________________________________________
 CP3315  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP3315  VERT ORDER  -  THIRD
 CP3315
 CP3315.The horizontal coordinates were scaled from a topographic map and have
 CP3315.an estimated accuracy of +/- 6 seconds.
 CP3315
 CP3315.The orthometric height was computed from unverified reset data.
 CP3315.No vertical observational check was made to the station.
 CP3315
 CP3315.The geoid height was determined by GEOID03.
 CP3315
 CP3315;                    North         East    Units  Estimated Accuracy
 CP3315;SPC MS W     -   320,530.      717,540.      MT  (+/- 180 meters Scaled)
 CP3315
 CP3315                          SUPERSEDED SURVEY CONTROL
 CP3315
 CP3315  NGVD 29 (08/12/04)   93.55   (m)          306.9    (f) RESET       3  
 CP3315
 CP3315.Superseded values are not recommended for survey control.
 CP3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3315.See file dsdata.txt to determine how the superseded data were derived.
 CP3315
 CP3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR683873(NAD 83)
 CP3315_MARKER: DB = BENCH MARK DISK
 CP3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3315_SP_SET: CONCRETE POST
 CP3315_STAMPING: 55 V 13 RESET 1983
 CP3315_MARK LOGO: MSHD  
 CP3315_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3315+STABILITY: SURFACE MOTION
 CP3315
 CP3315  HISTORY     - Date     Condition        Report By
 CP3315  HISTORY     - 1983     MONUMENTED       NGS
 CP3315
 CP3315                          STATION DESCRIPTION
 CP3315
 CP3315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CP3315'0.8 MI (1.3 KM) NORTH ALONG THE EAST FRONTAGE ROAD OF I-55 FROM EXIT
 CP3315'36 (BRAIRWOOD DR.) TO THE MARK ON THE RIGHT, 53.5 FT (16.3 M)
 CP3315'SOUTHWEST OF CORNER LIGHT POLE OF CAR LOT, 26.0 FT (7.9 M) NORTHWEST
 CP3315'OF THE CENTER OF A SEWER MANHOLE COVER, 2.0 FT (0.6 M) NORTH OF A
 CP3315'POWER POLE WITH TRANSFORMER, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0492 ***********************************************************************
 CP0492  DESIGNATION -  55 V 14
 CP0492  PID         -  CP0492
 CP0492  STATE/COUNTY-  MS/MADISON
 CP0492  USGS QUAD   -  RIDGELAND (1998)
 CP0492
 CP0492                         *CURRENT SURVEY CONTROL
 CP0492  ___________________________________________________________________
 CP0492* NAD 83(1986)-  32 24 17.     (N)    090 08 44.     (W)     SCALED    
 CP0492* NAVD 88     -       110.225  (meters)     361.63   (feet)  ADJUSTED  
 CP0492  ___________________________________________________________________
 CP0492  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0492  DYNAMIC HT  -         110.100 (meters)     361.22  (feet)  COMP
 CP0492  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CP0492
 CP0492  VERT ORDER  -  SECOND    CLASS 0
 CP0492
 CP0492.The horizontal coordinates were scaled from a topographic map and have
 CP0492.an estimated accuracy of +/- 6 seconds.
 CP0492
 CP0492.The orthometric height was determined by differential leveling
 CP0492.and adjusted in June 1991.
 CP0492
 CP0492.The geoid height was determined by GEOID03.
 CP0492
 CP0492.The dynamic height is computed by dividing the NAVD 88
 CP0492.geopotential number by the normal gravity value computed on the
 CP0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0492.degrees latitude (g = 980.6199 gals.).
 CP0492
 CP0492.The modeled gravity was interpolated from observed gravity values.
 CP0492
 CP0492;                    North         East    Units  Estimated Accuracy
 CP0492;SPC MS W     -   322,040.      717,660.      MT  (+/- 180 meters Scaled)
 CP0492
 CP0492                          SUPERSEDED SURVEY CONTROL
 CP0492
 CP0492  NGVD 29 (??/??/92)  110.314  (m)          361.92   (f) ADJ UNCH    2 0
 CP0492
 CP0492.Superseded values are not recommended for survey control.
 CP0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0492.See file dsdata.txt to determine how the superseded data were derived.
 CP0492
 CP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR684888(NAD 83)
 CP0492_MARKER: DD = SURVEY DISK
 CP0492_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0492_STAMPING: BM 55V-14 1964
 CP0492_MARK LOGO: MSHD  
 CP0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0492+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 CP0492
 CP0492  HISTORY     - Date     Condition        Report By
 CP0492  HISTORY     - 1964     MONUMENTED       MSHD
 CP0492  HISTORY     - 1975     GOOD             MSHD
 CP0492  HISTORY     - 19890511 SEE DESCRIPTION  MSHD
 CP0492  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CP0492
 CP0492                          STATION DESCRIPTION
 CP0492
 CP0492'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0492'7.35 MI N FROM JACKSON.
 CP0492'THE MARK IS LOCATED ON INTERSTATE ROUTE 55, 0.6 MILE SOUTH OF ITS
 CP0492'JUNCTION WITH INTERSTATE ROUTE 220, 7.35 MILES (AIRLINE) NORTH OF THE
 CP0492'OLD CAPITOL ON STATE STREET IN JACKSON, AT TWIN BRIDGES SPANNING NORTH
 CP0492'STATE STREET, (OLD U. S. HIGHWAY 51) AND 0.5 MILE NORTH OF THE COUNTY
 CP0492'LINE ROAD ALONG STATE STREET.  THE MARK IS A DISK SET IN CEMENT IN A
 CP0492'DRILLED HOLE IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 CP0492'OF THE BRIDGE ON THE SOUTH BOUND LANE, 18 FEET NORTHEAST OF THE
 CP0492'CENTERLINE OF THE SOUTH BOUND LANE AND ABOUT 2 FEET BELOW THE LEVEL OF
 CP0492'THE HIGHWAY.
 CP0492
 CP0492                          STATION RECOVERY (1975)
 CP0492
 CP0492'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0492'RECOVERED IN GOOD CONDITION.
 CP0492
 CP0492                          STATION RECOVERY (1989)
 CP0492
 CP0492'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0492'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE BRIDGE HAS BEEN
 CP0492'COMPLETELY BEBUILT SO THE MARK SHOULD BE CONSIDERED DESTROYED.
 CP0492
 CP0492                          STATION RECOVERY (1990)
 CP0492
 CP0492'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0508 ***********************************************************************
 CP0508  DESIGNATION -  55 V 16
 CP0508  PID         -  CP0508
 CP0508  STATE/COUNTY-  MS/HINDS
 CP0508  USGS QUAD   -  JACKSON (1998)
 CP0508
 CP0508                         *CURRENT SURVEY CONTROL
 CP0508  ___________________________________________________________________
 CP0508* NAD 83(1986)-  32 17 33.     (N)    090 10 42.     (W)     SCALED    
 CP0508* NAVD 88     -        87.107  (meters)     285.78   (feet)  ADJUSTED  
 CP0508  ___________________________________________________________________
 CP0508  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0508  DYNAMIC HT  -          87.009 (meters)     285.46  (feet)  COMP
 CP0508  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 CP0508
 CP0508  VERT ORDER  -  SECOND    CLASS 0
 CP0508
 CP0508.The horizontal coordinates were scaled from a topographic map and have
 CP0508.an estimated accuracy of +/- 6 seconds.
 CP0508
 CP0508.The orthometric height was determined by differential leveling
 CP0508.and adjusted in June 1991.
 CP0508
 CP0508.The geoid height was determined by GEOID03.
 CP0508
 CP0508.The dynamic height is computed by dividing the NAVD 88
 CP0508.geopotential number by the normal gravity value computed on the
 CP0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0508.degrees latitude (g = 980.6199 gals.).
 CP0508
 CP0508.The modeled gravity was interpolated from observed gravity values.
 CP0508
 CP0508;                    North         East    Units  Estimated Accuracy
 CP0508;SPC MS W     -   309,590.      714,600.      MT  (+/- 180 meters Scaled)
 CP0508
 CP0508                          SUPERSEDED SURVEY CONTROL
 CP0508
 CP0508  NGVD 29 (??/??/92)   87.201  (m)          286.09   (f) ADJ UNCH    2 0
 CP0508
 CP0508.Superseded values are not recommended for survey control.
 CP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0508.See file dsdata.txt to determine how the superseded data were derived.
 CP0508
 CP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR657763(NAD 83)
 CP0508_MARKER: DD = SURVEY DISK
 CP0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0508_SP_SET: BASE
 CP0508_STAMPING: BM 55V-16 1964
 CP0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0508
 CP0508  HISTORY     - Date     Condition        Report By
 CP0508  HISTORY     - 1964     MONUMENTED       MSHD
 CP0508  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0508
 CP0508                          STATION DESCRIPTION
 CP0508
 CP0508'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0508'0.60 MI SE FROM JACKSON.
 CP0508'TO REACH THE MARK FROM THE OLD CAPITOL BUILDING ON STATE STREET IN
 CP0508'JACKSON, GO SOUTH ON STATE STREET 0.4 MILE TO SOUTH STREET, TURN LEFT,
 CP0508'EAST, AND GO 0.15 MILE TO JEFFERSON STREET, TURN RIGHT, SOUTH AND GO
 CP0508'0.05 MILE TO THE JACKSON CITY SCALES ON THE LEFT AND THE MARK AS
 CP0508'DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 CP0508'SOUTHWEST CORNER OF A CONCRETE BASE SUPPORTING A 100-FOOT RADIO
 CP0508'ANTENNA.  IT IS 60 FEET EAST OF THE CENTER OF JEFFERSON STREET, 10.5
 CP0508'FEET WEST OF A CYCLONE FENCE, 1.0 FOOT SOUTH OF THE SOUTHWEST LEG OF
 CP0508'THE ANTENNA.  A METAL WITNESS SIGN WAS BOLTED TO THE FENCE 10.5 FEET
 CP0508'EAST OF THE MARK.
 CP0508
 CP0508                          STATION RECOVERY (1977)
 CP0508
 CP0508'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0509 ***********************************************************************
 CP0509  DESIGNATION -  55 V 2
 CP0509  PID         -  CP0509
 CP0509  STATE/COUNTY-  MS/RANKIN
 CP0509  USGS QUAD   -  JACKSON (1998)
 CP0509
 CP0509                         *CURRENT SURVEY CONTROL
 CP0509  ___________________________________________________________________
 CP0509* NAD 83(1986)-  32 16 57.     (N)    090 10 09.     (W)     SCALED    
 CP0509* NAVD 88     -        83.713  (meters)     274.65   (feet)  ADJUSTED  
 CP0509  ___________________________________________________________________
 CP0509  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0509  DYNAMIC HT  -          83.620 (meters)     274.34  (feet)  COMP
 CP0509  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CP0509
 CP0509  VERT ORDER  -  SECOND    CLASS 0
 CP0509
 CP0509.The horizontal coordinates were scaled from a topographic map and have
 CP0509.an estimated accuracy of +/- 6 seconds.
 CP0509
 CP0509.The orthometric height was determined by differential leveling
 CP0509.and adjusted in June 1991.
 CP0509
 CP0509.The geoid height was determined by GEOID03.
 CP0509
 CP0509.The dynamic height is computed by dividing the NAVD 88
 CP0509.geopotential number by the normal gravity value computed on the
 CP0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0509.degrees latitude (g = 980.6199 gals.).
 CP0509
 CP0509.The modeled gravity was interpolated from observed gravity values.
 CP0509
 CP0509;                    North         East    Units  Estimated Accuracy
 CP0509;SPC MS W     -   308,490.      715,460.      MT  (+/- 180 meters Scaled)
 CP0509
 CP0509                          SUPERSEDED SURVEY CONTROL
 CP0509
 CP0509  NGVD 29 (??/??/92)   83.809  (m)          274.96   (f) ADJ UNCH    2 0
 CP0509
 CP0509.Superseded values are not recommended for survey control.
 CP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0509.See file dsdata.txt to determine how the superseded data were derived.
 CP0509
 CP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR666752(NAD 83)
 CP0509_MARKER: DD = SURVEY DISK
 CP0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0509_SP_SET: BASE
 CP0509_STAMPING: BM 55V-2 1964
 CP0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0509
 CP0509  HISTORY     - Date     Condition        Report By
 CP0509  HISTORY     - 1964     MONUMENTED       MSHD
 CP0509  HISTORY     - 1977     GOOD             MSHD
 CP0509  HISTORY     - 19961114 MARK NOT FOUND   USPSQD
 CP0509
 CP0509                          STATION DESCRIPTION
 CP0509
 CP0509'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0509'1.45 MI SE FROM JACKSON.
 CP0509'THE MARK IS LOCATED 1.45 MILES SOUTHEAST OF THE CENTER OF DOWNTOWN
 CP0509'JACKSON IN THE NORTH CORNER OF AN ABANDONED SIGNAL BASE ABOUT 125
 CP0509'YARDS EAST OF THE I-55 NORTH BOUND BRIDGE OVER THE I.C.G. RAILROAD
 CP0509'TRACK IN BACK OF A SELF SERVICE STATION IN THE SOUTHWEST 1/4 OF
 CP0509'SECTION 11, T 5N, R 1E.  IT IS 326 FEET SOUTHEAST OF THE MOST EASTERN
 CP0509'OF THE NORTH ROW OF PILLARS OF THE I-55 NORTHBOUND BRIDGE OVER THE
 CP0509'I.C.G. RAILROAD TRACK, 134 FEET NORTHWEST OF A SWITCH STAND, 9.5 FEET
 CP0509'NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A MEAL WITNESS
 CP0509'POST SET IN A DRILL HOLE IN THE NORTH CORNER OF THE CONCRETE BASE OF
 CP0509'AN ABANDONED SIGNAL BLOCK AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE
 CP0509'TRACK.  NOTE-- TO REACH FROM THE OLD CAPITOL AT THE EAST END OF
 CP0509'CAPITOL STREET IN JACKSON GO SOUTH ON STATE STREET FOR 0.6 MILE TO THE
 CP0509'INTERSECTION OF SILAS BROWN STREET.  TURN LEFT AND GO EAST ON SILAS
 CP0509'BROWN FOR 0.15 MILE TO THE WEST END OF THE OLD BRIDGE OVER PEARL
 CP0509'RIVER.  CONTINUE SOUTHEAST ON OLD BRANDON ROAD FOR 0.8 MILE TO THE
 CP0509'SERVICE STATION AND THE MARK ON THE RIGHT.
 CP0509
 CP0509                          STATION RECOVERY (1996)
 CP0509
 CP0509'RECOVERY NOTE BY US POWER SQUADRON 1996
 CP0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0507 ***********************************************************************
 CP0507  DESIGNATION -  55 V 3
 CP0507  PID         -  CP0507
 CP0507  STATE/COUNTY-  MS/HINDS
 CP0507  USGS QUAD   -  JACKSON (1998)
 CP0507
 CP0507                         *CURRENT SURVEY CONTROL
 CP0507  ___________________________________________________________________
 CP0507* NAD 83(1986)-  32 17 50.     (N)    090 09 53.     (W)     SCALED    
 CP0507* NAVD 88     -        80.490  (meters)     264.07   (feet)  ADJUSTED  
 CP0507  ___________________________________________________________________
 CP0507  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0507  DYNAMIC HT  -          80.401 (meters)     263.78  (feet)  COMP
 CP0507  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CP0507
 CP0507  VERT ORDER  -  SECOND    CLASS 0
 CP0507
 CP0507.The horizontal coordinates were scaled from a topographic map and have
 CP0507.an estimated accuracy of +/- 6 seconds.
 CP0507
 CP0507.The orthometric height was determined by differential leveling
 CP0507.and adjusted in June 1991.
 CP0507
 CP0507.The geoid height was determined by GEOID03.
 CP0507
 CP0507.The dynamic height is computed by dividing the NAVD 88
 CP0507.geopotential number by the normal gravity value computed on the
 CP0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0507.degrees latitude (g = 980.6199 gals.).
 CP0507
 CP0507.The modeled gravity was interpolated from observed gravity values.
 CP0507
 CP0507;                    North         East    Units  Estimated Accuracy
 CP0507;SPC MS W     -   310,120.      715,880.      MT  (+/- 180 meters Scaled)
 CP0507
 CP0507                          SUPERSEDED SURVEY CONTROL
 CP0507
 CP0507  NGVD 29 (??/??/92)   80.582  (m)          264.38   (f) ADJ UNCH    2 0
 CP0507
 CP0507.Superseded values are not recommended for survey control.
 CP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0507.See file dsdata.txt to determine how the superseded data were derived.
 CP0507
 CP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR669769(NAD 83)
 CP0507_MARKER: DD = SURVEY DISK
 CP0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0507_STAMPING: BM 55V-3 1964
 CP0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0507+STABILITY: SURFACE MOTION
 CP0507
 CP0507  HISTORY     - Date     Condition        Report By
 CP0507  HISTORY     - 1964     MONUMENTED       MSHD
 CP0507  HISTORY     - 1977     GOOD             MSHD
 CP0507
 CP0507                          STATION DESCRIPTION
 CP0507
 CP0507'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0507'0.85 MI ESE FROM JACKSON.
 CP0507'THE MARK IS LOCATED 0.85 MILE EAST-SOUTHEAST OF JACKSON ON THE SOUTH
 CP0507'SIDE OF A LEVEE ABOUT MIDWAY BETWEEN THE PEARL RIVER AND THE PEARL
 CP0507'STREET INTERCHANGE, 1.45 MILES NORTH OF THE JUNCTION OF I-55 AND I-20,
 CP0507'0.8 MILE NORTH OF OLD BRANDON ROAD, ABOUT 150 YARDS WEST OF I-55 IN
 CP0507'THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 11.  IT IS 105 FEET
 CP0507'SOUTHWEST OF THE CENTER OF A LEVEE, 61 FEET NORTHWEST OF THE SOUTHWEST
 CP0507'GATE POST AT THE ENTRANCE TO THE SPRING LAKE CLUB, 44 FEET WEST OF THE
 CP0507'CENTER OF A RAMP, 22 FEET EAST OF A 24 INCH OAK, 1.5 FEET WEST OF A
 CP0507'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 8
 CP0507'FEET BELOW THE LEVEL OF THE LEVEE AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0506 ***********************************************************************
 CP0506  DESIGNATION -  55 V 4
 CP0506  PID         -  CP0506
 CP0506  STATE/COUNTY-  MS/HINDS
 CP0506  USGS QUAD   -  JACKSON (1998)
 CP0506
 CP0506                         *CURRENT SURVEY CONTROL
 CP0506  ___________________________________________________________________
 CP0506* NAD 83(1986)-  32 17 57.     (N)    090 10 13.     (W)     SCALED    
 CP0506* NAVD 88     -        81.772  (meters)     268.28   (feet)  ADJUSTED  
 CP0506  ___________________________________________________________________
 CP0506  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0506  DYNAMIC HT  -          81.681 (meters)     267.98  (feet)  COMP
 CP0506  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CP0506
 CP0506  VERT ORDER  -  SECOND    CLASS 0
 CP0506
 CP0506.The horizontal coordinates were scaled from a topographic map and have
 CP0506.an estimated accuracy of +/- 6 seconds.
 CP0506
 CP0506.The orthometric height was determined by differential leveling
 CP0506.and adjusted in June 1991.
 CP0506
 CP0506.The geoid height was determined by GEOID03.
 CP0506
 CP0506.The dynamic height is computed by dividing the NAVD 88
 CP0506.geopotential number by the normal gravity value computed on the
 CP0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0506.degrees latitude (g = 980.6199 gals.).
 CP0506
 CP0506.The modeled gravity was interpolated from observed gravity values.
 CP0506
 CP0506;                    North         East    Units  Estimated Accuracy
 CP0506;SPC MS W     -   310,330.      715,360.      MT  (+/- 180 meters Scaled)
 CP0506
 CP0506                          SUPERSEDED SURVEY CONTROL
 CP0506
 CP0506  NGVD 29 (??/??/92)   81.865  (m)          268.59   (f) ADJ UNCH    2 0
 CP0506
 CP0506.Superseded values are not recommended for survey control.
 CP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0506.See file dsdata.txt to determine how the superseded data were derived.
 CP0506
 CP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR664771(NAD 83)
 CP0506_MARKER: DD = SURVEY DISK
 CP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0506_STAMPING: BM 55V-4 1964
 CP0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0506+STABILITY: SURFACE MOTION
 CP0506
 CP0506  HISTORY     - Date     Condition        Report By
 CP0506  HISTORY     - 1964     MONUMENTED       MSHD
 CP0506  HISTORY     - 1977     GOOD             MSHD
 CP0506
 CP0506                          STATION DESCRIPTION
 CP0506
 CP0506'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0506'0.9 MI E FROM JACKSON.
 CP0506'THE MARK IS LOCATED 0.9 MILE EAST OF THE CENTER OF DOWNTOWN JACKSON
 CP0506'JUST INSIDE OF THE EAST SIDE OF THE CYCLONE FENCE AROUND THE STATE
 CP0506'COLISEUM AND FAIRGROUNDS JUST SOUTH OF THE MAIN STREET THROUGH THE
 CP0506'GROUNDS ABOUT 200 YARDS SOUTHEAST OF THE COLISEUM IN THE SOUTHWEST 1/4
 CP0506'OF SECTION 2, T 5N, R 1E.  IT IS 244 FEET SOUTH OF THE PROJECTED
 CP0506'CENTER OF AMITE STREET, 169 FEET NORTHEAST OF THE CENTER OF A GATE,
 CP0506'113.5 FEET WEST OF THE CENTER OF GREYMONT STREET, 11.5 FEET EAST OF
 CP0506'THE EAST EDGE OF THE PARKING AREA AT A POINT WHERE THE PARKING AREA
 CP0506'TURNS TO THE SOUTHWEST, 6 FEET WEST OF A CYCLONE FENCE, 1.5 FEET
 CP0506'SOUTHWEST OF A METAL WITNESS POST, 1 FOOT EAST OF ANOTHER METAL
 CP0506'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH
 CP0506'THE PARKING LOT AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM
 CP0506'THE OLD CAPITOL AT THE EAST END OF CAPITOL STREET IN JACKSON GO NORTH
 CP0506'ON STATE STREET FOR 0.1 MILE TO THE INTERSECTION OF AMITE STREET. TURN
 CP0506'RIGHT AND GO EAST ON AMITE STREET FOR 0.15 MILE TO THE INTERSECTION OF
 CP0506'JEFFERSON STREET AND THE ENTRANCE TO THE FAIRGROUNDS. CONTINUE EAST
 CP0506'THROUGH THE FAIRGROUNDS FOR 0.45 MILE TO THE MARK ON THE RIGHT JUST
 CP0506'BEFORE REACHING A GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0505 ***********************************************************************
 CP0505  DESIGNATION -  55 V 5
 CP0505  PID         -  CP0505
 CP0505  STATE/COUNTY-  MS/HINDS
 CP0505  USGS QUAD   -  JACKSON (1998)
 CP0505
 CP0505                         *CURRENT SURVEY CONTROL
 CP0505  ___________________________________________________________________
 CP0505* NAD 83(1986)-  32 18 13.     (N)    090 10 04.     (W)     SCALED    
 CP0505* NAVD 88     -        82.700  (meters)     271.32   (feet)  ADJUSTED  
 CP0505  ___________________________________________________________________
 CP0505  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0505  DYNAMIC HT  -          82.608 (meters)     271.02  (feet)  COMP
 CP0505  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CP0505
 CP0505  VERT ORDER  -  SECOND    CLASS 0
 CP0505
 CP0505.The horizontal coordinates were scaled from a topographic map and have
 CP0505.an estimated accuracy of +/- 6 seconds.
 CP0505
 CP0505.The orthometric height was determined by differential leveling
 CP0505.and adjusted in June 1991.
 CP0505
 CP0505.The geoid height was determined by GEOID03.
 CP0505
 CP0505.The dynamic height is computed by dividing the NAVD 88
 CP0505.geopotential number by the normal gravity value computed on the
 CP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0505.degrees latitude (g = 980.6199 gals.).
 CP0505
 CP0505.The modeled gravity was interpolated from observed gravity values.
 CP0505
 CP0505;                    North         East    Units  Estimated Accuracy
 CP0505;SPC MS W     -   310,830.      715,590.      MT  (+/- 180 meters Scaled)
 CP0505
 CP0505                          SUPERSEDED SURVEY CONTROL
 CP0505
 CP0505  NGVD 29 (??/??/92)   82.791  (m)          271.62   (f) ADJ UNCH    2 0
 CP0505
 CP0505.Superseded values are not recommended for survey control.
 CP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0505.See file dsdata.txt to determine how the superseded data were derived.
 CP0505
 CP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR666776(NAD 83)
 CP0505_MARKER: DD = SURVEY DISK
 CP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0505_STAMPING: BM 55V-5 1964
 CP0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0505+STABILITY: SURFACE MOTION
 CP0505
 CP0505  HISTORY     - Date     Condition        Report By
 CP0505  HISTORY     - 1964     MONUMENTED       MSHD
 CP0505  HISTORY     - 1977     GOOD             MSHD
 CP0505
 CP0505                          STATION DESCRIPTION
 CP0505
 CP0505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0505'1.1 MI NE FROM JACKSON.
 CP0505'THE MARK IS LOCATED 1.1 MILES NORTHEAST OF THE CENTER OF DOWNTOWN
 CP0505'JACKSON HEAR A JOG IN THE EAST SIDE OF A CYCLONE FENCE SURROUNDING A
 CP0505'GROUP OF METAL BUILDINGS ABOUT 0.1 MILE WEST OF I-55 ABOUT 150 YARDS
 CP0505'NORTH OF HIGH STREET NEAR THE CENTER OF SECTION 2, T 5N, R 1E.  IT IS
 CP0505'256 FEET NORTH OF THE CENTER OF A PAVED STREET NEAR THE P.C. OF A
 CP0505'CURVE, 229 FEET NORTH OF A RIGHT OF WAY MARKER, 52 FEET NORTH OF THE
 CP0505'NORTH EDGE OF AN ABANDONED CONCRETE DRIVEWAY, 31 FEET WEST OF THE
 CP0505'CENTER OF LARSON STREET, 25.5 FEET NORTH-NORTHWEST OF POWER POLE NO.
 CP0505'39, 10 FEET SOUTHWEST OF A FENCE CORNER, 9 FEET SOUTHWEST OF THE
 CP0505'SOUTHEAST CORNER OF THE EAST WING OF A METAL BUILDING, 4.5 FEET SOUTH
 CP0505'OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST
 CP0505'OF A FENCE SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH
 CP0505'THE STREET AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE OLD
 CP0505'CAPITOL AT THE EAST END OF CAPITOL STREET IN JACKSON GO NORTH ON STATE
 CP0505'STREET FOR 0.35 MILE TO THE INTERSECTION OF HIGH STREET. TURN RIGHT
 CP0505'AND GO EAST ON HIGH STREET FOR 0.6 MILE TO A CROSS STREET. TURN LEFT
 CP0505'AND GO NORTH THEN WEST ON A PAVED STREET FOR 0.1 MILE TO A SHARP CURVE
 CP0505'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0504 ***********************************************************************
 CP0504  DESIGNATION -  55 V 6
 CP0504  PID         -  CP0504
 CP0504  STATE/COUNTY-  MS/HINDS
 CP0504  USGS QUAD   -  JACKSON (1998)
 CP0504
 CP0504                         *CURRENT SURVEY CONTROL
 CP0504  ___________________________________________________________________
 CP0504* NAD 83(1986)-  32 18 34.     (N)    090 09 55.     (W)     SCALED    
 CP0504* NAVD 88     -        83.189  (meters)     272.93   (feet)  ADJUSTED  
 CP0504  ___________________________________________________________________
 CP0504  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0504  DYNAMIC HT  -          83.096 (meters)     272.62  (feet)  COMP
 CP0504  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CP0504
 CP0504  VERT ORDER  -  SECOND    CLASS 0
 CP0504
 CP0504.The horizontal coordinates were scaled from a topographic map and have
 CP0504.an estimated accuracy of +/- 6 seconds.
 CP0504
 CP0504.The orthometric height was determined by differential leveling
 CP0504.and adjusted in June 1991.
 CP0504
 CP0504.The geoid height was determined by GEOID03.
 CP0504
 CP0504.The dynamic height is computed by dividing the NAVD 88
 CP0504.geopotential number by the normal gravity value computed on the
 CP0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0504.degrees latitude (g = 980.6199 gals.).
 CP0504
 CP0504.The modeled gravity was interpolated from observed gravity values.
 CP0504
 CP0504;                    North         East    Units  Estimated Accuracy
 CP0504;SPC MS W     -   311,470.      715,830.      MT  (+/- 180 meters Scaled)
 CP0504
 CP0504                          SUPERSEDED SURVEY CONTROL
 CP0504
 CP0504  NGVD 29 (??/??/92)   83.277  (m)          273.22   (f) ADJ UNCH    2 0
 CP0504
 CP0504.Superseded values are not recommended for survey control.
 CP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0504.See file dsdata.txt to determine how the superseded data were derived.
 CP0504
 CP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR668782(NAD 83)
 CP0504_MARKER: DD = SURVEY DISK
 CP0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0504_STAMPING: BM 55V-6 1964
 CP0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0504+STABILITY: SURFACE MOTION
 CP0504
 CP0504  HISTORY     - Date     Condition        Report By
 CP0504  HISTORY     - 1964     MONUMENTED       MSHD
 CP0504  HISTORY     - 1977     GOOD             MSHD
 CP0504
 CP0504                          STATION DESCRIPTION
 CP0504
 CP0504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0504'1.35 MI NE FROM JACKSON.
 CP0504'THE MARK IS LOCATED 1.35 MILES NORTHEAST OF THE CENTER OF DOWNTOWN
 CP0504'JACKSON NEAR THE NORTHWEST CORNER OF THE GROUNDS RADIO STATION WJXN AT
 CP0504'THE JUNCTION OF MOODY AND FOLEY STREETS IN THE NORTHEAST 1/4 OF
 CP0504'SECTION 2, T 5N, R 1E.  IT IS 277 FEET NORTHWEST OF THE NORTHWEST
 CP0504'CORNER OF THE TRANSMITTER BUILDING, 51 FEET NORTH OF A POWER POLE WITH
 CP0504'TRANSFORMERS, GUY WIRES AND A LAMP, 24 FEET NORTH OF THE PROJECTED
 CP0504'CENTER OF MOODY STREET, 24 FEET EAST OF THE PROJECTED CENTER OF FOLEY
 CP0504'STREET, 15.5 FEET SOUTH OF THE NORTH END OF A CYCLONE FENCE, 2 FEET
 CP0504'NORTH OF A METAL WITNESS POST, 1.5 FEET EAST OF A FENCE SET IN THE TOP
 CP0504'OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE STREETS AND IS 4 INCHES
 CP0504'BELOW THE GROUND.  NOTE-- TO REACH FROM THE OLD CAPITOL AT THE EAST
 CP0504'END OF CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR 0.35
 CP0504'MILE TO THE INTERSECTION OF HIGH STREET.  TURN RIGHT AND GO EAST ON
 CP0504'HIGH STREET FOR 0.6 MILE TO A CROSS STREET (0.1 MILE WEST OF I-55).
 CP0504'TURN LEFT AND GO EAST AND NORTH ON LARSON STREET FOR 0.55 MILE TO THE
 CP0504'INTERSECTION OF MOODY STREET.  TURN RIGHT AND GO EAST ON MOODY STREET
 CP0504'FOR 0.1 MILE TO JUNCTION OF FOLEY STREET AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0503 ***********************************************************************
 CP0503  DESIGNATION -  55 V 7
 CP0503  PID         -  CP0503
 CP0503  STATE/COUNTY-  MS/HINDS
 CP0503  USGS QUAD   -  JACKSON (1998)
 CP0503
 CP0503                         *CURRENT SURVEY CONTROL
 CP0503  ___________________________________________________________________
 CP0503* NAD 83(1986)-  32 19 07.     (N)    090 09 43.     (W)     SCALED    
 CP0503* NAVD 88     -        87.350  (meters)     286.58   (feet)  ADJUSTED  
 CP0503  ___________________________________________________________________
 CP0503  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0503  DYNAMIC HT  -          87.252 (meters)     286.26  (feet)  COMP
 CP0503  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 CP0503
 CP0503  VERT ORDER  -  SECOND    CLASS 0
 CP0503
 CP0503.The horizontal coordinates were scaled from a topographic map and have
 CP0503.an estimated accuracy of +/- 6 seconds.
 CP0503
 CP0503.The orthometric height was determined by differential leveling
 CP0503.and adjusted in June 1991.
 CP0503.WARNING-Repeat measurements at this control monument indicate possible
 CP0503.vertical movement.
 CP0503
 CP0503.The geoid height was determined by GEOID03.
 CP0503
 CP0503.The dynamic height is computed by dividing the NAVD 88
 CP0503.geopotential number by the normal gravity value computed on the
 CP0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0503.degrees latitude (g = 980.6199 gals.).
 CP0503
 CP0503.The modeled gravity was interpolated from observed gravity values.
 CP0503
 CP0503;                    North         East    Units  Estimated Accuracy
 CP0503;SPC MS W     -   312,490.      716,140.      MT  (+/- 180 meters Scaled)
 CP0503
 CP0503                          SUPERSEDED SURVEY CONTROL
 CP0503
 CP0503  NGVD 29 (??/??/92)   87.444  (m)          286.89   (f) ADJ UNCH    2 0
 CP0503
 CP0503.Superseded values are not recommended for survey control.
 CP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0503.See file dsdata.txt to determine how the superseded data were derived.
 CP0503
 CP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR671792(NAD 83)
 CP0503_MARKER: DD = SURVEY DISK
 CP0503_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0503_SP_SET: WATER PUMP BASE
 CP0503_STAMPING: BM 55V-7 1964
 CP0503_MARK LOGO: MSHD  
 CP0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0503+STABILITY: SURFACE MOTION
 CP0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0503+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CP0503
 CP0503  HISTORY     - Date     Condition        Report By
 CP0503  HISTORY     - 1964     MONUMENTED       MSHD
 CP0503  HISTORY     - 1975     GOOD             MSHD
 CP0503  HISTORY     - 19880601 GOOD             MSHD
 CP0503
 CP0503                          STATION DESCRIPTION
 CP0503
 CP0503'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0503'1.9 MI NE FROM JACKSON.
 CP0503'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF THE OLD CAPITOL IN JACKSON
 CP0503'ON THE GROUNDS OF THE JACKSON WATER WORKS ABOUT 150 YARDS EAST OF
 CP0503'I-55.  IT IS 118 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE
 CP0503'AROUND THE POWER SUB-STATION, 36.5 FEET NORTHEAST OF THE SOUTHEAST
 CP0503'CORNER OF A LARGE SQUARE CONCRETE RESERVOIR, 16 FEET EAST OF THE
 CP0503'EAST-WEST WALL OF THE RESERVOIR, 6.5 FEET WEST OF THE WEST CORNER OF A
 CP0503'RED BRICK BUILDING SET IN A DRILL HOLE IN THE SOUTH CORNER OF AN 8.5
 CP0503'FEET X 10 FEET CONCRETE BASE FOR A HAND WATER PUMP AND IS ABOUT 2 FEET
 CP0503'ABOVE THE GROUND.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING IN
 CP0503'JACKSON GO NORTH ON STATE STREET FOR 1.8 MILES TO THE JUNCTION OF
 CP0503'RIVERSIDE DRIVE.  TURN RIGHT AND GO EAST ON RIVERSIDE DRIVE FOR 1 MILE
 CP0503'TO THE JUNCTION OF MYRTLE STREET JUST BEFORE REACHING I-55. TURN RIGHT
 CP0503'AND GO SOUTH ON MYRTLE STREET FOR 0.35 MILE TO THE INTERSECTION OF
 CP0503'LAUREL STREET.  TURN LEFT AND GO WEST ON LAUREL STREET FOR 0.15 MILE
 CP0503'TO THE JACKSON WATER WORKS.  TURN LEFT BETWEEN TWO BRICK BUILDINGS
 CP0503'WITH AN ELEVATED WALKWAY BETWEEN THEM AND GO NORTHWEST FOR ABOUT 100
 CP0503'YARDS TO THE MARK AS DESCRIBED.
 CP0503
 CP0503                          STATION RECOVERY (1988)
 CP0503
 CP0503'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3328 ***********************************************************************
 CP3328  DESIGNATION -  55 V 8 RESET
 CP3328  PID         -  CP3328
 CP3328  STATE/COUNTY-  MS/HINDS
 CP3328  USGS QUAD   -  JACKSON (1998)
 CP3328
 CP3328                         *CURRENT SURVEY CONTROL
 CP3328  ___________________________________________________________________
 CP3328* NAD 83(1986)-  32 20 05.     (N)    090 09 48.     (W)     SCALED    
 CP3328* NAVD 88     -        97.20   (meters)     318.9    (feet)  RESET     
 CP3328  ___________________________________________________________________
 CP3328  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3328  VERT ORDER  -  THIRD
 CP3328
 CP3328.The horizontal coordinates were scaled from a topographic map and have
 CP3328.an estimated accuracy of +/- 6 seconds.
 CP3328
 CP3328.The orthometric height was computed from unverified reset data.
 CP3328.No vertical observational check was made to the station.
 CP3328
 CP3328.The geoid height was determined by GEOID03.
 CP3328
 CP3328;                    North         East    Units  Estimated Accuracy
 CP3328;SPC MS W     -   314,280.      716,000.      MT  (+/- 180 meters Scaled)
 CP3328
 CP3328                          SUPERSEDED SURVEY CONTROL
 CP3328
 CP3328  NGVD 29 (08/12/04)   97.30   (m)          319.2    (f) RESET       3  
 CP3328
 CP3328.Superseded values are not recommended for survey control.
 CP3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3328.See file dsdata.txt to determine how the superseded data were derived.
 CP3328
 CP3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR670810(NAD 83)
 CP3328_MARKER: DV = VERTICAL CONTROL DISK
 CP3328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3328_SP_SET: BRIDGE ABUTMENT
 CP3328_STAMPING: 55 V 8 RESET 1990
 CP3328_MARK LOGO: NGS   
 CP3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3328+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3328
 CP3328  HISTORY     - Date     Condition        Report By
 CP3328  HISTORY     - 1990     MONUMENTED       MSHD
 CP3328
 CP3328                          STATION DESCRIPTION
 CP3328
 CP3328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3328'AT THE INTERSECTION OF I-55 AND LAKELAND DRIVE, IN THE NORTHEAST
 CP3328'SECTION OF JACKSON, SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 CP3328'CONCRETE ABUTMENT OF THE EAST BOUND BRIDGE OVER I-55, 42.0 FT (12.8
 CP3328'M) SOUTH OF THE CENTER OF BRIDGE AND ABOUT 5 FEET BELOW THE LEVEL OF
 CP3328'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0497 ***********************************************************************
 CP0497  DESIGNATION -  55 V 9
 CP0497  PID         -  CP0497
 CP0497  STATE/COUNTY-  MS/HINDS
 CP0497  USGS QUAD   -  JACKSON (1998)
 CP0497
 CP0497                         *CURRENT SURVEY CONTROL
 CP0497  ___________________________________________________________________
 CP0497* NAD 83(1986)-  32 20 53.     (N)    090 09 14.     (W)     SCALED    
 CP0497* NAVD 88     -       105.651  (meters)     346.62   (feet)  ADJUSTED  
 CP0497  ___________________________________________________________________
 CP0497  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP0497  DYNAMIC HT  -         105.533 (meters)     346.24  (feet)  COMP
 CP0497  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CP0497
 CP0497  VERT ORDER  -  SECOND    CLASS 0
 CP0497
 CP0497.The horizontal coordinates were scaled from a topographic map and have
 CP0497.an estimated accuracy of +/- 6 seconds.
 CP0497
 CP0497.The orthometric height was determined by differential leveling
 CP0497.and adjusted in June 1991.
 CP0497
 CP0497.The geoid height was determined by GEOID03.
 CP0497
 CP0497.The dynamic height is computed by dividing the NAVD 88
 CP0497.geopotential number by the normal gravity value computed on the
 CP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0497.degrees latitude (g = 980.6199 gals.).
 CP0497
 CP0497.The modeled gravity was interpolated from observed gravity values.
 CP0497
 CP0497;                    North         East    Units  Estimated Accuracy
 CP0497;SPC MS W     -   315,760.      716,890.      MT  (+/- 180 meters Scaled)
 CP0497
 CP0497                          SUPERSEDED SURVEY CONTROL
 CP0497
 CP0497  NGVD 29 (??/??/92)  105.743  (m)          346.93   (f) ADJ UNCH    2 0
 CP0497
 CP0497.Superseded values are not recommended for survey control.
 CP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0497.See file dsdata.txt to determine how the superseded data were derived.
 CP0497
 CP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR678825(NAD 83)
 CP0497_MARKER: DD = SURVEY DISK
 CP0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0497_SP_SET: OVERPASS
 CP0497_STAMPING: B.M. 55V-9 1964
 CP0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0497
 CP0497  HISTORY     - Date     Condition        Report By
 CP0497  HISTORY     - 1964     MONUMENTED       MSHD
 CP0497  HISTORY     - 1975     GOOD             MSHD
 CP0497
 CP0497                          STATION DESCRIPTION
 CP0497
 CP0497'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0497'3.5 MI NE FROM JACKSON.
 CP0497'THE MARK IS LOCATED ABOUT 3.5 MILES (AIRLINE) NORTH OF THE OLD CAPITOL
 CP0497'ON STATE STREET IN JACKSON, AT A CONCRETE OVERPASS ON MEADOWBROOK ROAD
 CP0497'OVER INTERSTATE HIGHWAY 55.  THE MARK IS A DISK SET IN CEMENT IN A
 CP0497'DRILLED HOLE IN THE TOP OF THE BASE OF THE SOUTH RAILING AT THE WEST
 CP0497'END OF THE BRIDGE, 18 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CP0497'LANE OF MEADOWBROOK ROAD AND 6 INCHES ABOVE THE LEVEL OF THE STREET.
 CP0497
 CP0497                          STATION RECOVERY (1975)
 CP0497
 CP0497'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 CP0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3313 ***********************************************************************
 CP3313  DESIGNATION -  55 V 9 RESET
 CP3313  PID         -  CP3313
 CP3313  STATE/COUNTY-  MS/HINDS
 CP3313  USGS QUAD   -  JACKSON (1998)
 CP3313
 CP3313                         *CURRENT SURVEY CONTROL
 CP3313  ___________________________________________________________________
 CP3313* NAD 83(1986)-  32 20 53.     (N)    090 09 14.     (W)     SCALED    
 CP3313* NAVD 88     -       106.33   (meters)     348.9    (feet)  RESET     
 CP3313  ___________________________________________________________________
 CP3313  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP3313  VERT ORDER  -  THIRD
 CP3313
 CP3313.The horizontal coordinates were scaled from a topographic map and have
 CP3313.an estimated accuracy of +/- 6 seconds.
 CP3313
 CP3313.The orthometric height was computed from unverified reset data.
 CP3313.No vertical observational check was made to the station.
 CP3313
 CP3313.The geoid height was determined by GEOID03.
 CP3313
 CP3313;                    North         East    Units  Estimated Accuracy
 CP3313;SPC MS W     -   315,760.      716,890.      MT  (+/- 180 meters Scaled)
 CP3313
 CP3313                          SUPERSEDED SURVEY CONTROL
 CP3313
 CP3313  NGVD 29 (08/12/04)  106.42   (m)          349.1    (f) RESET       3  
 CP3313
 CP3313.Superseded values are not recommended for survey control.
 CP3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3313.See file dsdata.txt to determine how the superseded data were derived.
 CP3313
 CP3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR678825(NAD 83)
 CP3313_MARKER: DB = BENCH MARK DISK
 CP3313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3313_SP_SET: BRIDGE ABUTMENT
 CP3313_STAMPING: 55 V 9 RESET 1986
 CP3313_MARK LOGO: MSHD  
 CP3313_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3313+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 CP3313
 CP3313  HISTORY     - Date     Condition        Report By
 CP3313  HISTORY     - 1986     MONUMENTED       NGS
 CP3313  HISTORY     - 20020528 GOOD             MSHD
 CP3313
 CP3313                          STATION DESCRIPTION
 CP3313
 CP3313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CP3313'IN THE NORTHEAST SECTION OF JACKSON, ON THE WEST SIDE OF I-55, AT THE
 CP3313'MEADOWBROOK ROAD OVERPASS, IN TOP OF THE NORTHWEST CORNER OF WEST
 CP3313'ABUTMENT OF THE NORTH CONCRETE BRIDGE OF MEADOWBROOK ROAD, 29.0 FT
 CP3313'(8.8 M) NORTH OF CENTER OF BRIDGE.
 CP3313
 CP3313                          STATION RECOVERY (2002)
 CP3313
 CP3313'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP3313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0798 ***********************************************************************
 EH0798  DESIGNATION -  55/56
 EH0798  PID         -  EH0798
 EH0798  STATE/COUNTY-  MS/TUNICA
 EH0798  USGS QUAD   -  HELENA (1982)
 EH0798
 EH0798                         *CURRENT SURVEY CONTROL
 EH0798  ___________________________________________________________________
 EH0798* NAD 83(1986)-  34 31 30.     (N)    090 32 34.     (W)     SCALED    
 EH0798* NAVD 88     -        55.575  (meters)     182.33   (feet)  ADJUSTED  
 EH0798  ___________________________________________________________________
 EH0798  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH0798  DYNAMIC HT  -          55.521 (meters)     182.16  (feet)  COMP
 EH0798  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EH0798
 EH0798  VERT ORDER  -  SECOND    CLASS 0
 EH0798
 EH0798.The horizontal coordinates were scaled from a topographic map and have
 EH0798.an estimated accuracy of +/- 6 seconds.
 EH0798
 EH0798.The orthometric height was determined by differential leveling
 EH0798.and adjusted in June 1991.
 EH0798.WARNING-Repeat measurements at this control monument indicate possible
 EH0798.vertical movement.
 EH0798
 EH0798.The geoid height was determined by GEOID03.
 EH0798
 EH0798.The dynamic height is computed by dividing the NAVD 88
 EH0798.geopotential number by the normal gravity value computed on the
 EH0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0798.degrees latitude (g = 980.6199 gals.).
 EH0798
 EH0798.The modeled gravity was interpolated from observed gravity values.
 EH0798
 EH0798;                    North         East    Units  Estimated Accuracy
 EH0798;SPC MS W     -   557,200.      680,770.      MT  (+/- 180 meters Scaled)
 EH0798
 EH0798                          SUPERSEDED SURVEY CONTROL
 EH0798
 EH0798  NGVD 29 (??/??/??)   55.709  (m)          182.77   (f) ADJUSTED    2 0
 EH0798
 EH0798.Superseded values are not recommended for survey control.
 EH0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0798.See file dsdata.txt to determine how the superseded data were derived.
 EH0798
 EH0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU255231(NAD 83)
 EH0798_MARKER: P = PIPE CAP
 EH0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0798_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0798
 EH0798  HISTORY     - Date     Condition        Report By
 EH0798  HISTORY     - UNK      MONUMENTED       DOD
 EH0798  HISTORY     - 1932     GOOD             CGS
 EH0798  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EH0798
 EH0798                          STATION DESCRIPTION
 EH0798
 EH0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH0798'11.7 MI SW FROM AUSTIN.
 EH0798'A 2-INCH IRON PIPE WITH CAP PLACED BETWEEN TWO POSTS AND LOCATED ABOUT
 EH0798'150 FEET BACK FROM THE MISSISSIPPI RIVER LEVEE AT MILESTONE 55/56
 EH0798'WHICH IS ABOUT 1 MILE ABOVE THE I.C.R.R. LEVEE CROSSING. NOTE--THE
 EH0798'LEVEE HAS BEEN REBUILT.
 EH0798
 EH0798                          STATION RECOVERY (1966)
 EH0798
 EH0798'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0772 ***********************************************************************
 DK0772  DESIGNATION -  56/B BOLT
 DK0772  PID         -  DK0772
 DK0772  STATE/COUNTY-  MS/BOLIVAR
 DK0772  USGS QUAD   -  BENOIT (1972)
 DK0772
 DK0772                         *CURRENT SURVEY CONTROL
 DK0772  ___________________________________________________________________
 DK0772* NAD 83(1986)-  33 39 31.     (N)    091 03 07.     (W)     SCALED    
 DK0772* NAVD 88     -        42.48   (+/-2cm)     139.4    (feet)  VERTCON   
 DK0772  ___________________________________________________________________
 DK0772  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0772  VERT ORDER  -  ? (See Below)
 DK0772
 DK0772.The horizontal coordinates were scaled from a topographic map and have
 DK0772.an estimated accuracy of +/- 6 seconds.
 DK0772
 DK0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0772.The vertical order pertains to the NGVD 29 superseded value.
 DK0772
 DK0772.The geoid height was determined by GEOID03.
 DK0772
 DK0772;                    North         East    Units  Estimated Accuracy
 DK0772;SPC MS W     -   461,310.      633,350.      MT  (+/- 180 meters Scaled)
 DK0772
 DK0772                          SUPERSEDED SURVEY CONTROL
 DK0772
 DK0772  NGVD 29 (??/??/??)   42.552  (m)          139.61   (f) ADJUSTED    ?  
 DK0772
 DK0772.Superseded values are not recommended for survey control.
 DK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0772.See file dsdata.txt to determine how the superseded data were derived.
 DK0772
 DK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT806260(NAD 83)
 DK0772_MARKER: B = BOLT
 DK0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0772_SP_SET: STONE
 DK0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0772+STABILITY: SURFACE MOTION
 DK0772
 DK0772  HISTORY     - Date     Condition        Report By
 DK0772  HISTORY     - UNK      MONUMENTED       DOD
 DK0772  HISTORY     - 1934     GOOD             CGS
 DK0772  HISTORY     - 1972     GOOD             USGS
 DK0772
 DK0772                          STATION DESCRIPTION
 DK0772
 DK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0772'IN BOLIVAR.
 DK0772'B.M. 56/B IS A TILE AND PIPE, LOCATED ON LEFT BANK OF MISS. RIVER, AT
 DK0772'BOLIVAR, IN BOLIVAR COUNTY, MISS.  ABOUT 1400 FT. SOUTH OF LEVEE WHERE
 DK0772'ROAD CROSSES TO BOLIVAR LANDING, 375 FT. SOUTH OF MAIN EAST-WEST ROAD,
 DK0772'450 FT. EAST OF MAIN ROAD SOUTH TO SCOTT, IN NORTHWEST CORNER OF YARD
 DK0772'OF E.A. WHITE, JUST INSIDE OF FENCE.  A COPPER BOLT SET IN STONE WITH
 DK0772'ACCESS THROUGH AN IRON PIPE BEARING A USE STANDARD CAP.
 DK0772
 DK0772                          STATION RECOVERY (1972)
 DK0772
 DK0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DK0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1792 ***********************************************************************
 DK1792  DESIGNATION -  57 A USGS 1957
 DK1792  PID         -  DK1792
 DK1792  STATE/COUNTY-  MS/TALLAHATCHIE
 DK1792  USGS QUAD   -  ROME (1983)
 DK1792
 DK1792                         *CURRENT SURVEY CONTROL
 DK1792  ___________________________________________________________________
 DK1792* NAD 83(1993)-  33 54 19.95229(N)    090 26 18.07333(W)     ADJUSTED  
 DK1792* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 DK1792  ___________________________________________________________________
 DK1792  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DK1792  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1792  HORZ ORDER  -  SECOND
 DK1792
 DK1792.The horizontal coordinates were established by classical geodetic methods
 DK1792.and adjusted by the National Geodetic Survey in May 1994.
 DK1792
 DK1792.The orthometric height was scaled from a topographic map.
 DK1792
 DK1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1792
 DK1792.The geoid height was determined by GEOID03.
 DK1792
 DK1792;                    North         East     Units Scale Factor Converg.
 DK1792;SPC MS W     -   488,475.314   690,287.473   MT  0.99995116   -0 03 30.9
 DK1792;SPC MS W     - 1,602,606.09  2,264,718.15   sFT  0.99995116   -0 03 30.9
 DK1792;UTM  15      - 3,754,637.516   736,854.041   MT  1.00029163   +1 25 46.6
 DK1792
 DK1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1792!SPC MS W     -   0.99999736  x   0.99995116  =   0.99994852
 DK1792!UTM  15      -   0.99999736  x   1.00029163  =   1.00028899
 DK1792
 DK1792                          SUPERSEDED SURVEY CONTROL
 DK1792
 DK1792  NAD 83(1986)-  33 54 19.96297(N)    090 26 18.07069(W) AD(       ) 2
 DK1792  NAD 27      -  33 54 19.55430(N)    090 26 17.73980(W) AD(       ) 2
 DK1792
 DK1792.Superseded values are not recommended for survey control.
 DK1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1792.See file dsdata.txt to determine how the superseded data were derived.
 DK1792
 DK1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3685454638(NAD 83)
 DK1792_MARKER: P = PIPE CAP
 DK1792_SETTING: 0 = UNSPECIFIED SETTING
 DK1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1792
 DK1792  HISTORY     - Date     Condition        Report By
 DK1792  HISTORY     - 1957     MONUMENTED       USGS
 DK1792  HISTORY     - 1968     GOOD             MSHD
 DK1792
 DK1792                          STATION DESCRIPTION
 DK1792
 DK1792'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 DK1792'4.4 MILES SOUTHWESTERLY AND SOUTHERLY ON A GRAVEL ROAD FROM
 DK1792'THE JUNCTION OF U.S. HIGHWAY 49E AND STATE HIGHWAY 32, AT
 DK1792'WEBB, TO A ROAD FORK.  THEN RIGHT FORK, WEST, FOR 2.9 MILES
 DK1792'TO L-28 (USGS) ON THE LEFT.  CONTINUE WEST AND NORTHERLY FOR
 DK1792'0.7 MILE TO HOME OF MR. W.O. SHURDEN, AND MARK 104 FEET
 DK1792'WEST-NORTHWEST OF HOUSE AND 38 FEET EAST-NORTHEAST OF ROAD.
 DK1792'IN SECTION 31, T 24 N, R 2 W.
 DK1792'
 DK1792'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUE,
 DK1792'DISTANCE BEING 27.38 FEET (8.346 METERS) NORTH-NORTHWEST OF
 DK1792'STATION BLUE.  THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 DK1792'DISK STAMPED 57 A 1908, BOLTED TO THE TOP OF A 3-INCH PIPE
 DK1792'WHICH PROJECTS 3 INCHES.
 DK1792
 DK1792                          STATION RECOVERY (1968)
 DK1792
 DK1792'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK1792'THE STATION WAS VISITED 3-5-68 AND THE STATION MARK WAS FOUND
 DK1792'IN GOOD CONDITION.
 DK1792'
 DK1792'THE STATION IS LOCATED 3.5 MILES EAST OF PARCHMAN, 6.2 MILES
 DK1792'SW OF WEBB, 7.5 MILES SOUTH OF TUTWILER, 0.8 MILE EAST OF
 DK1792'THE TALLAHATCHIE-SUNFLOWER COUNTY LINE, IN THE SE 1/4 OF
 DK1792'SECTION 31, T 24N, R 2W AND ON LAND OWNED BY MR. W.O. SHURDEN
 DK1792'AND OCCUPIED BY MR. E.D. FLUGHA.  IT IS 100.89 FEET SOUTHWEST
 DK1792'OF BLUE NO 1, 130.38 FEET NW OF BLUE NO 2, 37 FEET NE OF THE
 DK1792'CENTER OF THE GRAVELED ROAD, 11.5 FEET SW OF A 20 INCH OAK,
 DK1792'36 FEET S-SW OF A TELEPHONE LINE POLE AND 74 FEET SW OF THE
 DK1792'CENTER OF THE WEST END OF THE CIRCULAR DRIVE.
 DK1792'
 DK1792'IT IS A STANDARD USGS BENCH MARK DISK, STAMPED 57A 1908
 DK1792'PROJECTING 4 INCHES ON A 3 INCH IRON PIPE.
 DK1792'
 DK1792'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WEBB GO
 DK1792'SW ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE INTERSECTION
 DK1792'OF U.S. HIGHWAY 49E.  TURN LEFT (SE) AND CONTINUE ON U.S.
 DK1792'HIGHWAY 49E FOR 0.7 MILE TO MISSISSIPPI HIGHWAY 32 (NOW UNDER
 DK1792'CONSTRUCTION) ON THE RIGHT.  TURN RIGHT (SW) AND CONTINUE
 DK1792'ON MISSISSIPPI HIGHWAY 32 FOR 5.35 MILES TO A SIDE ROAD LEFT
 DK1792'NEAR A PIPE LINE CROSSING.  CONTINUE WEST ON MISSISSIPPI
 DK1792'HIGHWAY 32 FOR 1.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 DK1792'(NORTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.3 MILE
 DK1792'TO A WHITE HOUSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 DK1792'
 DK1792'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUE
 DK1792'DISTANCE BEING 27.38 FEET (8.346 METERS) NORTH NORTHWEST
 DK1792'OF STATION BLUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0446 ***********************************************************************
 BW0446  DESIGNATION -  57 RHP
 BW0446  PID         -  BW0446
 BW0446  STATE/COUNTY-  MS/FRANKLIN
 BW0446  USGS QUAD   -  SMITHDALE (1972)
 BW0446
 BW0446                         *CURRENT SURVEY CONTROL
 BW0446  ___________________________________________________________________
 BW0446* NAD 83(1986)-  31 22 02.     (N)    090 44 56.     (W)     SCALED    
 BW0446* NAVD 88     -       147.914  (meters)     485.28   (feet)  ADJUSTED  
 BW0446  ___________________________________________________________________
 BW0446  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0446  DYNAMIC HT  -         147.731 (meters)     484.68  (feet)  COMP
 BW0446  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BW0446
 BW0446  VERT ORDER  -  SECOND    CLASS 0
 BW0446
 BW0446.The horizontal coordinates were scaled from a topographic map and have
 BW0446.an estimated accuracy of +/- 6 seconds.
 BW0446
 BW0446.The orthometric height was determined by differential leveling
 BW0446.and adjusted in February 1994.
 BW0446
 BW0446.The geoid height was determined by GEOID03.
 BW0446
 BW0446.The dynamic height is computed by dividing the NAVD 88
 BW0446.geopotential number by the normal gravity value computed on the
 BW0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0446.degrees latitude (g = 980.6199 gals.).
 BW0446
 BW0446.The modeled gravity was interpolated from observed gravity values.
 BW0446
 BW0446;                    North         East    Units  Estimated Accuracy
 BW0446;SPC MS W     -   207,060.      660,470.      MT  (+/- 180 meters Scaled)
 BW0446
 BW0446                          SUPERSEDED SURVEY CONTROL
 BW0446
 BW0446  NAVD 88 (06/15/91)  147.949  (m)          485.40   (f) UNKNOWN     2 0
 BW0446  NGVD 29 (??/??/??)  147.934  (m)          485.35   (f) ADJUSTED    2 0
 BW0446
 BW0446.Superseded values are not recommended for survey control.
 BW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0446.See file dsdata.txt to determine how the superseded data were derived.
 BW0446
 BW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ141724(NAD 83)
 BW0446_MARKER: DD = SURVEY DISK
 BW0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0446_STAMPING: 57 RHP 1950 486
 BW0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0446+STABILITY: SURFACE MOTION
 BW0446
 BW0446  HISTORY     - Date     Condition        Report By
 BW0446  HISTORY     - 1950     MONUMENTED       USGS
 BW0446  HISTORY     - 1968     GOOD             MSHD
 BW0446
 BW0446                          STATION DESCRIPTION
 BW0446
 BW0446'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0446'9 MI SE FROM BUDE.
 BW0446'THE MARK IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 30, T 5N, R 5E. IT
 BW0446'IS 119 FEET SOUTH SOUTHWEST OF CENTER LINE AND ABOUT 3 FEET ABOVE
 BW0446'LEVEL OF U.S. HIGHWAY 98, 196 FEET EAST OF A GRAVEL ROAD, 104 FEET
 BW0446'EAST OF A 24 INCH OAK WITH TOP OUT, 65 FEET SOUTH OF 12 INCH OAK AND
 BW0446'FENCE, 44 FEET SOUTHEAST OF 18 INCH OAK, 41 FEET WEST OF AN OLD WELL,
 BW0446'AND 2.0 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 6 INCH
 BW0446'SQUARE CONCRETE POST PROJECTING 8 INCHES.  NOTE-- TO REACH FROM THE
 BW0446'U.S. POST OFFICE IN BUDE GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO
 BW0446'U.S. HIGHWAY 84.  TURN LEFT AND GO SOUTHWESTERLY ALONG U.S. HIGHWAY 84
 BW0446'FOR 1.04 MILES TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S.
 BW0446'HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER
 BW0446'THE HOMOCHITTO RIVER.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY 98
 BW0446'FOR 9.98 MILES TO A MICRO-WAVE TOWER ON THE LEFT AND THE MARK ON THE
 BW0446'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1342 ***********************************************************************
 BV1342  DESIGNATION -  57 V 100
 BV1342  PID         -  BV1342
 BV1342  STATE/COUNTY-  MS/GREENE
 BV1342  USGS QUAD   -  LEAKESVILLE (1972)
 BV1342
 BV1342                         *CURRENT SURVEY CONTROL
 BV1342  ___________________________________________________________________
 BV1342* NAD 83(1986)-  31 08 57.     (N)    088 32 12.     (W)     SCALED    
 BV1342* NAVD 88     -        26.215  (meters)      86.01   (feet)  ADJUSTED  
 BV1342  ___________________________________________________________________
 BV1342  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BV1342  DYNAMIC HT  -          26.182 (meters)      85.90  (feet)  COMP
 BV1342  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 BV1342
 BV1342  VERT ORDER  -  SECOND    CLASS II
 BV1342
 BV1342.The horizontal coordinates were scaled from a topographic map and have
 BV1342.an estimated accuracy of +/- 6 seconds.
 BV1342
 BV1342.The orthometric height was determined by differential leveling
 BV1342.and adjusted in May 1996.
 BV1342
 BV1342.The geoid height was determined by GEOID03.
 BV1342
 BV1342.The dynamic height is computed by dividing the NAVD 88
 BV1342.geopotential number by the normal gravity value computed on the
 BV1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1342.degrees latitude (g = 980.6199 gals.).
 BV1342
 BV1342.The modeled gravity was interpolated from observed gravity values.
 BV1342
 BV1342;                    North         East    Units  Estimated Accuracy
 BV1342;SPC MS E     -   182,850.      328,290.      MT  (+/- 180 meters Scaled)
 BV1342
 BV1342                          SUPERSEDED SURVEY CONTROL
 BV1342
 BV1342  NGVD 29 (??/??/92)   26.208  (m)           85.98   (f) ADJ UNCH    2 2
 BV1342
 BV1342.Superseded values are not recommended for survey control.
 BV1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1342.See file dsdata.txt to determine how the superseded data were derived.
 BV1342
 BV1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV535471(NAD 83)
 BV1342_MARKER: DD = SURVEY DISK
 BV1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1342_STAMPING: BM 57V 100 1975
 BV1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1342+STABILITY: SURFACE MOTION
 BV1342
 BV1342  HISTORY     - Date     Condition        Report By
 BV1342  HISTORY     - 1975     MONUMENTED       MSHD
 BV1342
 BV1342                          STATION DESCRIPTION
 BV1342
 BV1342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1342'1 MI E FROM LEAKESVILLE.
 BV1342'THE MARK IS LOCATED 1 MILE EAST OF LEAKESVILLE NEAR THE NORTHWEST
 BV1342'CORNER OF A FENCE AROUND A COUNTY BARN NEAR THE SOUTH ROW OF STATE
 BV1342'HIGHWAY 57 (NOW UNDER CONSTRUCTION) IN THE SOUTHEAST QUARTER OF THE
 BV1342'NORTHEAST QUARTER OF SECTION 12, T 2 N, R 6 W. IT IS 71 FEET
 BV1342'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 57, 75 FEET WEST-SOUTHWEST
 BV1342'OF THE CENTER OF THE ENTRANCE TO THE COMPOUND, 124.5 FEET
 BV1342'WEST-SOUTHWEST OF A POWER POLE, 81 FEET EAST-SOUTHEAST OF A POWER
 BV1342'POLE WITH A TRANSFORMER AND A GUY WIRE, 1 FOOT NORTH OF THE NORTHWEST
 BV1342'CORNER OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST SET IN
 BV1342'THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BV1342'TRACK AND IS FLUSH WITH THE GROUND. TO REACH FROM THE COURTHOUSE IN
 BV1342'LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 1.1 MILES TO THE
 BV1342'JUNCTION OF STATE HIGHWAY 57. TURN LEFT AND GO NORTHEAST ON HIGHWAY
 BV1342'57 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1343 ***********************************************************************
 BV1343  DESIGNATION -  57 V 101
 BV1343  PID         -  BV1343
 BV1343  STATE/COUNTY-  MS/GREENE
 BV1343  USGS QUAD   -  LEAKESVILLE (1972)
 BV1343
 BV1343                         *CURRENT SURVEY CONTROL
 BV1343  ___________________________________________________________________
 BV1343* NAD 83(1986)-  31 09 30.     (N)    088 31 27.     (W)     SCALED    
 BV1343* NAVD 88     -        30.089  (meters)      98.72   (feet)  ADJUSTED  
 BV1343  ___________________________________________________________________
 BV1343  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BV1343  DYNAMIC HT  -          30.051 (meters)      98.59  (feet)  COMP
 BV1343  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BV1343
 BV1343  VERT ORDER  -  SECOND    CLASS II
 BV1343
 BV1343.The horizontal coordinates were scaled from a topographic map and have
 BV1343.an estimated accuracy of +/- 6 seconds.
 BV1343
 BV1343.The orthometric height was determined by differential leveling
 BV1343.and adjusted in May 1996.
 BV1343
 BV1343.The geoid height was determined by GEOID03.
 BV1343
 BV1343.The dynamic height is computed by dividing the NAVD 88
 BV1343.geopotential number by the normal gravity value computed on the
 BV1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1343.degrees latitude (g = 980.6199 gals.).
 BV1343
 BV1343.The modeled gravity was interpolated from observed gravity values.
 BV1343
 BV1343;                    North         East    Units  Estimated Accuracy
 BV1343;SPC MS E     -   183,870.      329,480.      MT  (+/- 180 meters Scaled)
 BV1343
 BV1343                          SUPERSEDED SURVEY CONTROL
 BV1343
 BV1343  NGVD 29 (??/??/92)   30.082  (m)           98.69   (f) ADJ UNCH    2 2
 BV1343
 BV1343.Superseded values are not recommended for survey control.
 BV1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1343.See file dsdata.txt to determine how the superseded data were derived.
 BV1343
 BV1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV547481(NAD 83)
 BV1343_MARKER: DD = SURVEY DISK
 BV1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1343_STAMPING: BM 57V 101 1975
 BV1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1343+STABILITY: SURFACE MOTION
 BV1343
 BV1343  HISTORY     - Date     Condition        Report By
 BV1343  HISTORY     - 1975     MONUMENTED       MSHD
 BV1343
 BV1343                          STATION DESCRIPTION
 BV1343
 BV1343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1343'1.8 MI ENE FROM LEAKESVILLE.
 BV1343'THE MARK IS LOCATED 1.8 MILES EAST-MORTHEAST OF LEAKESVILLE ON THE
 BV1343'NORTHWEST ROW OF STATE HIGHWAY 57 (NOW UNDER CONSTRUCTION), 0.1 MILE
 BV1343'SOUTHWEST OF A SIDE ROAD LEADING EAST IN THE SOUTHWEST QUARTER OF THE
 BV1343'SOUTHEAST QUARTER OF SECTION 6, T 2 N, R 5 W. IT IS 75 FEET NORTHWEST
 BV1343'OF THE CENTER OF HIGHWAY 57, 44 FEET NORHTEAST OF THE CENTER OF A
 BV1343'PRIVATE ROAD, 32 FEET SOUTHWEST OF AN 18 INCH PINE, 2 FEET NORTHEAST
 BV1343'OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP
 BV1343'OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4
 BV1343'INCHES. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON
 BV1343'STATE HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 57.
 BV1343'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.4 MILES TO A
 BV1343'PRIVATE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1348 ***********************************************************************
 BV1348  DESIGNATION -  57 V 102
 BV1348  PID         -  BV1348
 BV1348  STATE/COUNTY-  MS/GREENE
 BV1348  USGS QUAD   -  LEAKESVILLE (1972)
 BV1348
 BV1348                         *CURRENT SURVEY CONTROL
 BV1348  ___________________________________________________________________
 BV1348* NAD 83(1986)-  31 10 59.     (N)    088 31 21.     (W)     SCALED    
 BV1348* NAVD 88     -        30.283  (meters)      99.35   (feet)  ADJUSTED  
 BV1348  ___________________________________________________________________
 BV1348  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BV1348  DYNAMIC HT  -          30.246 (meters)      99.23  (feet)  COMP
 BV1348  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 BV1348
 BV1348  VERT ORDER  -  SECOND    CLASS II
 BV1348
 BV1348.The horizontal coordinates were scaled from a topographic map and have
 BV1348.an estimated accuracy of +/- 6 seconds.
 BV1348
 BV1348.The orthometric height was determined by differential leveling
 BV1348.and adjusted in May 1996.
 BV1348
 BV1348.The geoid height was determined by GEOID03.
 BV1348
 BV1348.The dynamic height is computed by dividing the NAVD 88
 BV1348.geopotential number by the normal gravity value computed on the
 BV1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1348.degrees latitude (g = 980.6199 gals.).
 BV1348
 BV1348.The modeled gravity was interpolated from observed gravity values.
 BV1348
 BV1348;                    North         East    Units  Estimated Accuracy
 BV1348;SPC MS E     -   186,610.      329,630.      MT  (+/- 180 meters Scaled)
 BV1348
 BV1348                          SUPERSEDED SURVEY CONTROL
 BV1348
 BV1348  NGVD 29 (??/??/92)   30.276  (m)           99.33   (f) ADJ UNCH    2 2
 BV1348
 BV1348.Superseded values are not recommended for survey control.
 BV1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1348.See file dsdata.txt to determine how the superseded data were derived.
 BV1348
 BV1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV549508(NAD 83)
 BV1348_MARKER: DD = SURVEY DISK
 BV1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1348_STAMPING: BM 57V 102
 BV1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1348+STABILITY: SURFACE MOTION
 BV1348
 BV1348  HISTORY     - Date     Condition        Report By
 BV1348  HISTORY     - 1975     MONUMENTED       MSHD
 BV1348
 BV1348                          STATION DESCRIPTION
 BV1348
 BV1348'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1348'2.6 MI NE FROM LEAKESVILLE.
 BV1348'THE MARK IS LOCATED 2.6 MILES NORTHEAST OF LEAKESVILLE BY A POWER
 BV1348'POLE ON THE GROUNDS OF THE EAST SALEM BAPTIST CHURCH IN THE SOUTHEAST
 BV1348'QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, T 3 N, R 5 W. IT IS
 BV1348'78 FEET EAST OF THE CENTER OF HIGHWAY 57, 36.5 FEET NORTH-NORTHWEST
 BV1348'OF THE NORTHWEST CORNER OF A BROWN FRAME CHURCH, 31.5 FEET NORTH OF
 BV1348'THE PROJECTED PLANE OF THE NORTH WALL OF THE CHURCH, 91.5 FEET
 BV1348'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CYCLONE FENCE AROUND A
 BV1348'CEMETERY, 1.5 FEET NORTHEAST OF A POWER POLE WITH A LAMP AND GUY
 BV1348'WIRE, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1348'ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 BV1348'PROJECTS 1 INCH. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO
 BV1348'SOUTHEAST ON STATE HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE
 BV1348'HIGHWAY 57 (NOW UNDER CONSTRUCTION). TURN LEFT AND GO NORTHEAST ON
 BV1348'HIGHWAY 57 FOR 1.5 MILES TO A SIDE ROAD RIGHT. CONTINUE NORTH ON
 BV1348'HIGHWAY 57 FOR 1.6 MILES TO THE CHURCH AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1349 ***********************************************************************
 BV1349  DESIGNATION -  57 V 103
 BV1349  PID         -  BV1349
 BV1349  STATE/COUNTY-  MS/GREENE
 BV1349  USGS QUAD   -  LEAKESVILLE (1972)
 BV1349
 BV1349                         *CURRENT SURVEY CONTROL
 BV1349  ___________________________________________________________________
 BV1349* NAD 83(1986)-  31 11 25.     (N)    088 31 17.     (W)     SCALED    
 BV1349* NAVD 88     -        28.855  (meters)      94.67   (feet)  ADJUSTED  
 BV1349  ___________________________________________________________________
 BV1349  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BV1349  DYNAMIC HT  -          28.819 (meters)      94.55  (feet)  COMP
 BV1349  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 BV1349
 BV1349  VERT ORDER  -  SECOND    CLASS II
 BV1349
 BV1349.The horizontal coordinates were scaled from a topographic map and have
 BV1349.an estimated accuracy of +/- 6 seconds.
 BV1349
 BV1349.The orthometric height was determined by differential leveling
 BV1349.and adjusted in May 1996.
 BV1349
 BV1349.The geoid height was determined by GEOID03.
 BV1349
 BV1349.The dynamic height is computed by dividing the NAVD 88
 BV1349.geopotential number by the normal gravity value computed on the
 BV1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1349.degrees latitude (g = 980.6199 gals.).
 BV1349
 BV1349.The modeled gravity was interpolated from observed gravity values.
 BV1349
 BV1349;                    North         East    Units  Estimated Accuracy
 BV1349;SPC MS E     -   187,410.      329,730.      MT  (+/- 180 meters Scaled)
 BV1349
 BV1349                          SUPERSEDED SURVEY CONTROL
 BV1349
 BV1349  NGVD 29 (??/??/92)   28.848  (m)           94.65   (f) ADJ UNCH    2 2
 BV1349
 BV1349.Superseded values are not recommended for survey control.
 BV1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1349.See file dsdata.txt to determine how the superseded data were derived.
 BV1349
 BV1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV550516(NAD 83)
 BV1349_MARKER: DD = SURVEY DISK
 BV1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1349_STAMPING: BM 57V 103 1970
 BV1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1349+STABILITY: SURFACE MOTION
 BV1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1349+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1349
 BV1349  HISTORY     - Date     Condition        Report By
 BV1349  HISTORY     - 1970     MONUMENTED       MSHD
 BV1349  HISTORY     - 20080201 GOOD             MSDOT
 BV1349
 BV1349                          STATION DESCRIPTION
 BV1349
 BV1349'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BV1349'3.1 MI NE FROM LEAKESVILLE.
 BV1349'THE MARK IS LOCATED 3.1 MILES NORTHEAST OF LEAKESVILLE IN THE SOUTH
 BV1349'END OF THE WEST HEADWALL OF AN 8 X 7 FOOT DOUBLE BOX CULVERT IN THE
 BV1349'SOUTHWEST QUARTER OF THE SOUTH- EAST QUARTER OF SECTION 30, T 3 N, R
 BV1349'5 W. IT IS 27 FEET NORTHWEST OF THE CENTER OF HIGHWAY 57, 98 FEET
 BV1349'SOUTH OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET
 BV1349'IN A DRILL HOLE IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF AN
 BV1349'8 X 7 FOOT CONCRETE DOUBLE BOX CULVERT AND IS ABOUT 3 FEET BELOW THE
 BV1349'LEVEL OF THE HIGHWAY. TO REACH THE COURTHOUSE IN LEAKESVILLE GO
 BV1349'SOUTHEAST ON STATE HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE
 BV1349'HIGHWAY 57 (NOW UNDER CONSTRUCTION). TURN LEFT AND GO NORTHEAST ON
 BV1349'HIGHWAY 57 FOR 1.5 MILES TO A SIDE ROAD RIGHT. CONTINUE NORTH ON
 BV1349'HIGHWAY 57 FOR 2.1 MILES TO THE CULVERT AND THE MARK ON THE LEFT.
 BV1349
 BV1349                          STATION RECOVERY (2008)
 BV1349
 BV1349'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1350 ***********************************************************************
 BV1350  DESIGNATION -  57 V 104
 BV1350  PID         -  BV1350
 BV1350  STATE/COUNTY-  MS/GREENE
 BV1350  USGS QUAD   -  LEAKESVILLE (1972)
 BV1350
 BV1350                         *CURRENT SURVEY CONTROL
 BV1350  ___________________________________________________________________
 BV1350* NAD 83(1986)-  31 12 02.     (N)    088 31 05.     (W)     SCALED    
 BV1350* NAVD 88     -        30.452  (meters)      99.91   (feet)  ADJUSTED  
 BV1350  ___________________________________________________________________
 BV1350  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BV1350  DYNAMIC HT  -          30.414 (meters)      99.78  (feet)  COMP
 BV1350  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BV1350
 BV1350  VERT ORDER  -  SECOND    CLASS II
 BV1350
 BV1350.The horizontal coordinates were scaled from a topographic map and have
 BV1350.an estimated accuracy of +/- 6 seconds.
 BV1350
 BV1350.The orthometric height was determined by differential leveling
 BV1350.and adjusted in May 1996.
 BV1350
 BV1350.The geoid height was determined by GEOID03.
 BV1350
 BV1350.The dynamic height is computed by dividing the NAVD 88
 BV1350.geopotential number by the normal gravity value computed on the
 BV1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1350.degrees latitude (g = 980.6199 gals.).
 BV1350
 BV1350.The modeled gravity was interpolated from observed gravity values.
 BV1350
 BV1350;                    North         East    Units  Estimated Accuracy
 BV1350;SPC MS E     -   188,550.      330,050.      MT  (+/- 180 meters Scaled)
 BV1350
 BV1350                          SUPERSEDED SURVEY CONTROL
 BV1350
 BV1350  NGVD 29 (??/??/92)   30.445  (m)           99.89   (f) ADJ UNCH    2 2
 BV1350
 BV1350.Superseded values are not recommended for survey control.
 BV1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1350.See file dsdata.txt to determine how the superseded data were derived.
 BV1350
 BV1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV553528(NAD 83)
 BV1350_MARKER: DD = SURVEY DISK
 BV1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1350_STAMPING: BM 57V 104 1975
 BV1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1350+STABILITY: SURFACE MOTION
 BV1350
 BV1350  HISTORY     - Date     Condition        Report By
 BV1350  HISTORY     - 1975     MONUMENTED       MSHD
 BV1350
 BV1350                          STATION DESCRIPTION
 BV1350
 BV1350'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1350'3.8 MI NE FROM LEAKESVILLE.
 BV1350'THE MARK IS LOCATED 3.8 MILES NORTHEAST OF LEAKESVILLE ON THE EAST
 BV1350'ROW OF STATE HIGHWAY 57 IN THE NORTHWEST QUARTER OF SECTION 29, T 3
 BV1350'N, R 5 W. IT IS 69 FEET EAST OF THE CENTER OF HIGHWAY 57, 126 FEET
 BV1350'NORTH OF THE CENTER OF GATE AT WOODS ROAD, 4.5 FEET EAST OF A POWER
 BV1350'POLE, 1.5 FEET WEST OF A FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS
 BV1350'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 BV1350'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO REACH FROM THE
 BV1350'COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 1.1
 BV1350'MILES TO THE JUNCTION OF STATE HIGHWAY 57 (NOW UNDER CONSTRUCTION).
 BV1350'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.5 MILES TO A
 BV1350'SIDE ROAD RIGHT. CON- TINUE NORTH ON HIGHWAY 57 FOR 2.9 MILES TO THE
 BV1350'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1352 ***********************************************************************
 BV1352  DESIGNATION -  57 V 105
 BV1352  PID         -  BV1352
 BV1352  STATE/COUNTY-  MS/GREENE
 BV1352  USGS QUAD   -  LEAKESVILLE (1972)
 BV1352
 BV1352                         *CURRENT SURVEY CONTROL
 BV1352  ___________________________________________________________________
 BV1352* NAD 83(1986)-  31 13 23.     (N)    088 31 05.     (W)     SCALED    
 BV1352* NAVD 88     -        32.156  (meters)     105.50   (feet)  ADJUSTED  
 BV1352  ___________________________________________________________________
 BV1352  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BV1352  DYNAMIC HT  -          32.116 (meters)     105.37  (feet)  COMP
 BV1352  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BV1352
 BV1352  VERT ORDER  -  SECOND    CLASS II
 BV1352
 BV1352.The horizontal coordinates were scaled from a topographic map and have
 BV1352.an estimated accuracy of +/- 6 seconds.
 BV1352
 BV1352.The orthometric height was determined by differential leveling
 BV1352.and adjusted in May 1996.
 BV1352
 BV1352.The geoid height was determined by GEOID03.
 BV1352
 BV1352.The dynamic height is computed by dividing the NAVD 88
 BV1352.geopotential number by the normal gravity value computed on the
 BV1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1352.degrees latitude (g = 980.6199 gals.).
 BV1352
 BV1352.The modeled gravity was interpolated from observed gravity values.
 BV1352
 BV1352;                    North         East    Units  Estimated Accuracy
 BV1352;SPC MS E     -   191,050.      330,040.      MT  (+/- 180 meters Scaled)
 BV1352
 BV1352                          SUPERSEDED SURVEY CONTROL
 BV1352
 BV1352  NGVD 29 (??/??/92)   32.149  (m)          105.48   (f) ADJ UNCH    2 2
 BV1352
 BV1352.Superseded values are not recommended for survey control.
 BV1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1352.See file dsdata.txt to determine how the superseded data were derived.
 BV1352
 BV1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV554553(NAD 83)
 BV1352_MARKER: DD = SURVEY DISK
 BV1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1352_STAMPING: BM 57V 105 1975
 BV1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1352+STABILITY: SURFACE MOTION
 BV1352
 BV1352  HISTORY     - Date     Condition        Report By
 BV1352  HISTORY     - 1975     MONUMENTED       MSHD
 BV1352
 BV1352                          STATION DESCRIPTION
 BV1352
 BV1352'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1352'5.4 MI NE FROM LEAKESVILLE.
 BV1352'THE MARK IS LOCATED 5.4 MILES NORTHEAST OF LEAKESVILLE ON THE EAST
 BV1352'ROW OF STATE HIGHWAY 57 ABOUT 2.15 MILES SOUTH OF A HIGH POWER LINE
 BV1352'CROSSING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION
 BV1352'18, T 3 N, R 5 W. IT IS 58 FEET EAST OF THE CENTER OF HIGHWAY 57, 1.5
 BV1352'FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST SET
 BV1352'IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 BV1352'THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 BV1352'COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 1.1
 BV1352'MILES TO THE JUNCTION OF STATE HIGHWAY 57 (NOW UNDER CONSTRCTION).
 BV1352'TURN LEFT AND GO NORTHEAST ON HIGHWAY 57 FOR 1.5 MILES TO A SIDE ROAD
 BV1352'RIGHT. CONTINUE NORTH ON HIGHWAY 57 FOR 4.6 MILES TO THE MARK ON THE
 BV1352'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1353 ***********************************************************************
 BV1353  DESIGNATION -  57 V 106
 BV1353  PID         -  BV1353
 BV1353  STATE/COUNTY-  MS/GREENE
 BV1353  USGS QUAD   -  LEAKESVILLE (1972)
 BV1353
 BV1353                         *CURRENT SURVEY CONTROL
 BV1353  ___________________________________________________________________
 BV1353* NAD 83(1986)-  31 14 04.     (N)    088 31 26.     (W)     SCALED    
 BV1353* NAVD 88     -        32.906  (meters)     107.96   (feet)  ADJUSTED  
 BV1353  ___________________________________________________________________
 BV1353  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BV1353  DYNAMIC HT  -          32.865 (meters)     107.82  (feet)  COMP
 BV1353  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BV1353
 BV1353  VERT ORDER  -  SECOND    CLASS II
 BV1353
 BV1353.The horizontal coordinates were scaled from a topographic map and have
 BV1353.an estimated accuracy of +/- 6 seconds.
 BV1353
 BV1353.The orthometric height was determined by differential leveling
 BV1353.and adjusted in May 1996.
 BV1353
 BV1353.The geoid height was determined by GEOID03.
 BV1353
 BV1353.The dynamic height is computed by dividing the NAVD 88
 BV1353.geopotential number by the normal gravity value computed on the
 BV1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1353.degrees latitude (g = 980.6199 gals.).
 BV1353
 BV1353.The modeled gravity was interpolated from observed gravity values.
 BV1353
 BV1353;                    North         East    Units  Estimated Accuracy
 BV1353;SPC MS E     -   192,310.      329,480.      MT  (+/- 180 meters Scaled)
 BV1353
 BV1353                          SUPERSEDED SURVEY CONTROL
 BV1353
 BV1353  NGVD 29 (??/??/92)   32.898  (m)          107.93   (f) ADJ UNCH    2 2
 BV1353
 BV1353.Superseded values are not recommended for survey control.
 BV1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1353.See file dsdata.txt to determine how the superseded data were derived.
 BV1353
 BV1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV548565(NAD 83)
 BV1353_MARKER: DD = SURVEY DISK
 BV1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1353_STAMPING: BM 57V 106 1975
 BV1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1353+STABILITY: SURFACE MOTION
 BV1353
 BV1353  HISTORY     - Date     Condition        Report By
 BV1353  HISTORY     - 1975     MONUMENTED       MSHD
 BV1353
 BV1353                          STATION DESCRIPTION
 BV1353
 BV1353'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1353'6 MI NNE FROM LEAKESVILLE.
 BV1353'THE MARK IS LOCATED 6 MILES NORTH-NORTHEAST OF LEAKESVILLE ON THE
 BV1353'SOUTHWEST ROW OF STATE HIGHWAY 57 IN THE SOUTHWEST ANGLE OF THE
 BV1353'JUNCTION OF A WOODS ROAD IN THE SOUTHWEST QUARTER OF SECTION 7, T 3
 BV1353'N, R 5 W. IT IS 68 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 57, 54 FEET
 BV1353'SOUTHEAST OF THE CENTER OF A GATE AND WOODS ROAD, 8 FEET SOUTH- WEST
 BV1353'OF POWER POLE, 2 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 BV1353'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET
 BV1353'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH FROM
 BV1353'THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR
 BV1353'1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 57 (NOW UNDER
 BV1353'CONSTRUCTION).TURN LEFT AND GO NORTHEAST ON HIGHWAY 57 FOR 1.5 MILES
 BV1353'TO A SIDE ROAD RIGHT. CONTINUE NORTH ON STATE HIGHWAY 63 FOR 5.55
 BV1353'MILES TO A WOODS ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1359 ***********************************************************************
 BV1359  DESIGNATION -  57 V 107
 BV1359  PID         -  BV1359
 BV1359  STATE/COUNTY-  MS/GREENE
 BV1359  USGS QUAD   -  CLARK (1982)
 BV1359
 BV1359                         *CURRENT SURVEY CONTROL
 BV1359  ___________________________________________________________________
 BV1359* NAD 83(1986)-  31 15 39.     (N)    088 31 07.     (W)     SCALED    
 BV1359* NAVD 88     -        34.526  (meters)     113.27   (feet)  ADJUSTED  
 BV1359  ___________________________________________________________________
 BV1359  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BV1359  DYNAMIC HT  -          34.484 (meters)     113.14  (feet)  COMP
 BV1359  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 BV1359
 BV1359  VERT ORDER  -  SECOND    CLASS II
 BV1359
 BV1359.The horizontal coordinates were scaled from a topographic map and have
 BV1359.an estimated accuracy of +/- 6 seconds.
 BV1359
 BV1359.The orthometric height was determined by differential leveling
 BV1359.and adjusted in May 1996.
 BV1359
 BV1359.The geoid height was determined by GEOID03.
 BV1359
 BV1359.The dynamic height is computed by dividing the NAVD 88
 BV1359.geopotential number by the normal gravity value computed on the
 BV1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1359.degrees latitude (g = 980.6199 gals.).
 BV1359
 BV1359.The modeled gravity was interpolated from observed gravity values.
 BV1359
 BV1359;                    North         East    Units  Estimated Accuracy
 BV1359;SPC MS E     -   195,240.      329,970.      MT  (+/- 180 meters Scaled)
 BV1359
 BV1359                          SUPERSEDED SURVEY CONTROL
 BV1359
 BV1359  NGVD 29 (??/??/92)   34.519  (m)          113.25   (f) ADJ UNCH    2 2
 BV1359
 BV1359.Superseded values are not recommended for survey control.
 BV1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1359.See file dsdata.txt to determine how the superseded data were derived.
 BV1359
 BV1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV554595(NAD 83)
 BV1359_MARKER: DD = SURVEY DISK
 BV1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1359_STAMPING: BM 57V 107 1975
 BV1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1359+STABILITY: SURFACE MOTION
 BV1359
 BV1359  HISTORY     - Date     Condition        Report By
 BV1359  HISTORY     - 1975     MONUMENTED       MSHD
 BV1359
 BV1359                          STATION DESCRIPTION
 BV1359
 BV1359'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1359'7.7 MI NNE FROM LEAKESVILLE.
 BV1359'THE MARK IS LOCATED 7.7 MILES NORTH-NORTHEAST OF LEAKESVILLE IN THE
 BV1359'NORTHWEST ANGLE OF THE JUNCTION OF A WOODS ROAD AND A BLACK TOP ROAD,
 BV1359'12.5 MILES SOUTH OF STATE LINE IN THE NORTHEAST QUARTER OF SECTION 6,
 BV1359'T 3 N, R 5 W. AND ON THE PROPERTY OF THE SCOTT PAPER COMPANY. IT IS
 BV1359'183 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 30 FEET NORTH OF THE
 BV1359'CENTER OF A WOODS ROAD AND GATE, 11 FEET SOUTH OF A 36 INCH OAK
 BV1359'ACTING AS A FENCE CORNER, 1 FOOT EAST OF A FENCE 1 FOOT WEST OF A
 BV1359'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1359'LEVEL WITH THE WOODS ROAD AND PROJECTS 3 INCHES. TO REACH FROM THE
 BV1359'COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 1.1
 BV1359'MILES TO THE JUNCTION OF STATE HIGHWAY 57 (NOW UNDER CONSTRUCTION).
 BV1359'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.5 MILES TO A
 BV1359'SIDE ROAD RIGHT. CON- TINUE NORTH ON HIGHWAY 57 FOR 7.65 MILES TO A
 BV1359'WOODS ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1360 ***********************************************************************
 BV1360  DESIGNATION -  57 V 108
 BV1360  PID         -  BV1360
 BV1360  STATE/COUNTY-  MS/GREENE
 BV1360  USGS QUAD   -  CLARK (1982)
 BV1360
 BV1360                         *CURRENT SURVEY CONTROL
 BV1360  ___________________________________________________________________
 BV1360* NAD 83(1986)-  31 16 16.     (N)    088 30 56.     (W)     SCALED    
 BV1360* NAVD 88     -        36.037  (meters)     118.23   (feet)  ADJUSTED  
 BV1360  ___________________________________________________________________
 BV1360  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV1360  DYNAMIC HT  -          35.993 (meters)     118.09  (feet)  COMP
 BV1360  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 BV1360
 BV1360  VERT ORDER  -  SECOND    CLASS II
 BV1360
 BV1360.The horizontal coordinates were scaled from a topographic map and have
 BV1360.an estimated accuracy of +/- 6 seconds.
 BV1360
 BV1360.The orthometric height was determined by differential leveling
 BV1360.and adjusted in May 1996.
 BV1360
 BV1360.The geoid height was determined by GEOID03.
 BV1360
 BV1360.The dynamic height is computed by dividing the NAVD 88
 BV1360.geopotential number by the normal gravity value computed on the
 BV1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1360.degrees latitude (g = 980.6199 gals.).
 BV1360
 BV1360.The modeled gravity was interpolated from observed gravity values.
 BV1360
 BV1360;                    North         East    Units  Estimated Accuracy
 BV1360;SPC MS E     -   196,380.      330,260.      MT  (+/- 180 meters Scaled)
 BV1360
 BV1360                          SUPERSEDED SURVEY CONTROL
 BV1360
 BV1360  NGVD 29 (??/??/92)   36.030  (m)          118.21   (f) ADJ UNCH    2 2
 BV1360
 BV1360.Superseded values are not recommended for survey control.
 BV1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1360.See file dsdata.txt to determine how the superseded data were derived.
 BV1360
 BV1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV557606(NAD 83)
 BV1360_MARKER: DD = SURVEY DISK
 BV1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1360_STAMPING: BM 57V 108 1970
 BV1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1360+STABILITY: SURFACE MOTION
 BV1360
 BV1360  HISTORY     - Date     Condition        Report By
 BV1360  HISTORY     - 1970     MONUMENTED       MSHD
 BV1360
 BV1360                          STATION DESCRIPTION
 BV1360
 BV1360'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BV1360'8.5 MI NNE FROM LEAKESVILLE.
 BV1360'THE MARK IS LOCATED 8.5 MILES NORTH-NORTHEAST OF LEAKESVILLE ON THE
 BV1360'WEST SIDE OF A BLACK TOP ROAD, 0.6 MILE SOUTH OF A DIRT ROAD LEADING
 BV1360'WEST, 11.8 MILES SOUTH OF STATE LINE IN THE NORTHWEST QUARTER OF
 BV1360'SECTION 32, T 4 N, R 5 W. IT IS ABOUT 50 FEET WEST OF THE CENTER OF A
 BV1360'BLACK TOP ROAD, 202 FEET SOUTH OF A WOODS ROAD AND A GATE, 56 FEET
 BV1360'SOUTH OF A 24 INCH OAK, 13 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 BV1360'POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1360'ROUND CONCRETE POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 2 INCHES.
 BV1360'TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE
 BV1360'HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 57 (NOW
 BV1360'UNDER CONSTRUCTION). TURN LEFT AND GO NORTHEAST ON HIGHWAY 57 FOR 1.5
 BV1360'MILES TO A SIDE ROAD RIGHT. CONTINUE NORTH ON HIGHWAY 57 FOR 8.45
 BV1360'MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1362 ***********************************************************************
 BV1362  DESIGNATION -  57 V 109
 BV1362  PID         -  BV1362
 BV1362  STATE/COUNTY-  MS/GREENE
 BV1362  USGS QUAD   -  CLARK (1982)
 BV1362
 BV1362                         *CURRENT SURVEY CONTROL
 BV1362  ___________________________________________________________________
 BV1362* NAD 83(1986)-  31 17 12.     (N)    088 30 13.     (W)     SCALED    
 BV1362* NAVD 88     -        37.693  (meters)     123.66   (feet)  ADJUSTED  
 BV1362  ___________________________________________________________________
 BV1362  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BV1362  DYNAMIC HT  -          37.647 (meters)     123.51  (feet)  COMP
 BV1362  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 BV1362
 BV1362  VERT ORDER  -  SECOND    CLASS II
 BV1362
 BV1362.The horizontal coordinates were scaled from a topographic map and have
 BV1362.an estimated accuracy of +/- 6 seconds.
 BV1362
 BV1362.The orthometric height was determined by differential leveling
 BV1362.and adjusted in May 1996.
 BV1362
 BV1362.The geoid height was determined by GEOID03.
 BV1362
 BV1362.The dynamic height is computed by dividing the NAVD 88
 BV1362.geopotential number by the normal gravity value computed on the
 BV1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1362.degrees latitude (g = 980.6199 gals.).
 BV1362
 BV1362.The modeled gravity was interpolated from observed gravity values.
 BV1362
 BV1362;                    North         East    Units  Estimated Accuracy
 BV1362;SPC MS E     -   198,110.      331,390.      MT  (+/- 180 meters Scaled)
 BV1362
 BV1362                          SUPERSEDED SURVEY CONTROL
 BV1362
 BV1362  NGVD 29 (??/??/92)   37.686  (m)          123.64   (f) ADJ UNCH    2 2
 BV1362
 BV1362.Superseded values are not recommended for survey control.
 BV1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1362.See file dsdata.txt to determine how the superseded data were derived.
 BV1362
 BV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV568623(NAD 83)
 BV1362_MARKER: DD = SURVEY DISK
 BV1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1362_STAMPING: BM 57V 109 1975
 BV1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1362+STABILITY: SURFACE MOTION
 BV1362
 BV1362  HISTORY     - Date     Condition        Report By
 BV1362  HISTORY     - 1975     MONUMENTED       MSHD
 BV1362
 BV1362                          STATION DESCRIPTION
 BV1362
 BV1362'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1362'9.9 MI N FROM LEAKESVILLE.
 BV1362'THE MARK IS LOCATED 9.7 MILES NORTH OF LEAKESVILLE ON THE WEST SIDE
 BV1362'OF A BLACK TOP ROAD, 10.4 MILES SOUTH OF STATE LINE IN THE NORTHEAST
 BV1362'QUARTER OF SECTION 29, T 4 N, R 5 W. IT IS 101 FEET WEST OF THE
 BV1362'CENTER OF A BLACK ROAD, 66.5 FEET WEST OF A POWER POLE (5TH POLE
 BV1362'SOUTH OF WHERE THE POWER LINE CROSSES THE ROAD), 1 FOOT NORTHWEST OF
 BV1362'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1362'LEVEL WITH THE ROAD AND PROJECTS 4 INCHES. TO REACH FROM THE
 BV1362'COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 68 FOR 1.1
 BV1362'MILES TO THE JUNCTION OF STATE HIGHWAY 57 (NOW UNDER CONSTRUCTION).
 BV1362'TURN LEFT AND GO NORTHEAST ON HIGHWAY 57 FOR 1.5 MILES TO A SIDE ROAD
 BV1362'RIGHT. CONTINUE NORTH ON HIGHWAY 57 FOR 9.45 MILES TO A SIDE ROAD
 BV1362'RIGHT. CONTINUE NORTH ON A BLACK TOP ROAD FOR 0.45 MILE TO THE MARK
 BV1362'ON THE LEFT. THE MARK ALSO CAN BE REACHED FROM A MICRO-WAVE TOWER
 BV1362'JUST NORTH OF THE BANK AND HIGHWAY 42 IN STATE LINE BY GOING SOUTH ON
 BV1362'A BLACK TOP STREET FOR 8.9 MILES TO A SIDE ROAD LEFT JUST BEYOND A
 BV1362'SIDE ROAD RIGHT CONTINUE SOUTH ON A BLACK TOP ROAD FOR 2.5 MILES TO
 BV1362'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1363 ***********************************************************************
 BV1363  DESIGNATION -  57 V 110
 BV1363  PID         -  BV1363
 BV1363  STATE/COUNTY-  MS/GREENE
 BV1363  USGS QUAD   -  CLARK (1982)
 BV1363
 BV1363                         *CURRENT SURVEY CONTROL
 BV1363  ___________________________________________________________________
 BV1363* NAD 83(1986)-  31 17 47.     (N)    088 30 02.     (W)     SCALED    
 BV1363* NAVD 88     -        38.804  (meters)     127.31   (feet)  ADJUSTED  
 BV1363  ___________________________________________________________________
 BV1363  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BV1363  DYNAMIC HT  -          38.757 (meters)     127.16  (feet)  COMP
 BV1363  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 BV1363
 BV1363  VERT ORDER  -  SECOND    CLASS II
 BV1363
 BV1363.The horizontal coordinates were scaled from a topographic map and have
 BV1363.an estimated accuracy of +/- 6 seconds.
 BV1363
 BV1363.The orthometric height was determined by differential leveling
 BV1363.and adjusted in May 1996.
 BV1363
 BV1363.The geoid height was determined by GEOID03.
 BV1363
 BV1363.The dynamic height is computed by dividing the NAVD 88
 BV1363.geopotential number by the normal gravity value computed on the
 BV1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1363.degrees latitude (g = 980.6199 gals.).
 BV1363
 BV1363.The modeled gravity was interpolated from observed gravity values.
 BV1363
 BV1363;                    North         East    Units  Estimated Accuracy
 BV1363;SPC MS E     -   199,180.      331,680.      MT  (+/- 180 meters Scaled)
 BV1363
 BV1363                          SUPERSEDED SURVEY CONTROL
 BV1363
 BV1363  NGVD 29 (??/??/92)   38.797  (m)          127.29   (f) ADJ UNCH    2 2
 BV1363
 BV1363.Superseded values are not recommended for survey control.
 BV1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1363.See file dsdata.txt to determine how the superseded data were derived.
 BV1363
 BV1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV571634(NAD 83)
 BV1363_MARKER: DD = SURVEY DISK
 BV1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1363_STAMPING: BM 57V 110 1975
 BV1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1363+STABILITY: SURFACE MOTION
 BV1363
 BV1363  HISTORY     - Date     Condition        Report By
 BV1363  HISTORY     - 1975     MONUMENTED       MSHD
 BV1363
 BV1363                          STATION DESCRIPTION
 BV1363
 BV1363'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1363'9.7 MI S FROM STATE LINE.
 BV1363'THE MARK IS LOCATED 9.7 MILES SOUTH OF STATE LINE, 50 YARDS EAST OF
 BV1363'THE NORTHEAST CORNER OF THE KARTZ STATE FOREST PROPERTY LINE FENCE,
 BV1363'10.5 MILES NORTH OF LEAKESVILLE, 1.15 MILES NORTH OF A SIDE ROAD
 BV1363'LEADING EAST IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
 BV1363'SECTION 21, T 5 N, R 5 W. IT IS 201 FEET EAST OF THE CENTER OF A
 BV1363'BLACK TOP ROAD, 156 FEET EAST OF THE NORTH GATE POST, 12 FEET NORTH
 BV1363'OF THE CENTER OF A WOODS ROAD, 1.5 FEET CON-CRETE POST ABOUT 1 FOOT
 BV1363'BELOW THE LEVEL OF THE ROAD IS FLUSH WITH THE GROUND. TO REACH FROM
 BV1363'THE MICRO-WAVE TOWER IN THE CENTER OF STATE LINE GO SOUTH ON THE MAIN
 BV1363'STREET FOR 8.9 MILE TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 BV1363'RIGHT. CON- TINUE SOUTH ON A BLACK TOP ROAD FOR 1.8 MILES TO A WOODS
 BV1363'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1364 ***********************************************************************
 BV1364  DESIGNATION -  57 V 111
 BV1364  PID         -  BV1364
 BV1364  STATE/COUNTY-  MS/GREENE
 BV1364  USGS QUAD   -  FRUITDALE (1974)
 BV1364
 BV1364                         *CURRENT SURVEY CONTROL
 BV1364  ___________________________________________________________________
 BV1364* NAD 83(1986)-  31 18 35.     (N)    088 29 58.     (W)     SCALED    
 BV1364* NAVD 88     -        67.080  (meters)     220.08   (feet)  ADJUSTED  
 BV1364  ___________________________________________________________________
 BV1364  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BV1364  DYNAMIC HT  -          66.998 (meters)     219.81  (feet)  COMP
 BV1364  MODELED GRAV-     979,414.6   (mgal)                       NAVD 88
 BV1364
 BV1364  VERT ORDER  -  SECOND    CLASS II
 BV1364
 BV1364.The horizontal coordinates were scaled from a topographic map and have
 BV1364.an estimated accuracy of +/- 6 seconds.
 BV1364
 BV1364.The orthometric height was determined by differential leveling
 BV1364.and adjusted in May 1996.
 BV1364
 BV1364.The geoid height was determined by GEOID03.
 BV1364
 BV1364.The dynamic height is computed by dividing the NAVD 88
 BV1364.geopotential number by the normal gravity value computed on the
 BV1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1364.degrees latitude (g = 980.6199 gals.).
 BV1364
 BV1364.The modeled gravity was interpolated from observed gravity values.
 BV1364
 BV1364;                    North         East    Units  Estimated Accuracy
 BV1364;SPC MS E     -   200,660.      331,780.      MT  (+/- 180 meters Scaled)
 BV1364
 BV1364                          SUPERSEDED SURVEY CONTROL
 BV1364
 BV1364  NGVD 29 (??/??/92)   67.072  (m)          220.05   (f) ADJ UNCH    2 2
 BV1364
 BV1364.Superseded values are not recommended for survey control.
 BV1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1364.See file dsdata.txt to determine how the superseded data were derived.
 BV1364
 BV1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV573648(NAD 83)
 BV1364_MARKER: DD = SURVEY DISK
 BV1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1364_STAMPING: BM 57V 111 1975
 BV1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1364+STABILITY: SURFACE MOTION
 BV1364
 BV1364  HISTORY     - Date     Condition        Report By
 BV1364  HISTORY     - 1975     MONUMENTED       MSHD
 BV1364
 BV1364                          STATION DESCRIPTION
 BV1364
 BV1364'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1364'8.8 MI S FROM STATE LINE.
 BV1364'THE MARK IS LOCATED 8.8 MILES SOUTH OF STATE LINE ON THE EAST SIDE OF
 BV1364'A BLACK TOP ROAD, 11.5 MILES NORTH OF LEAKESVILLE, 0.5 MILES NORTH OF
 BV1364'A BRIDGE OVER A CREEK. IN THE NORTHWEST QUARTER OF THE SOUTHWEST
 BV1364'QUARTER OF SECTION 16, T 4 N, R 5 W. IT IS 112 FEET EAST OF THE
 BV1364'CENTER OF A BLACK TOP ROAD, 72 FEET EAST OF A POWER POLE, 11 FEET
 BV1364'WEST OFTHE CENTER OF AN OLD DIM WOODS ROAD, 1 FOOT EAST OF A METAL
 BV1364'WITNES POST SET IN THE TOP OF A ROUND CONRETE POST ABOUT 4 FEET ABOVE
 BV1364'THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES TO REACH FROM THE
 BV1364'MICRO-WAVE TOWER IN THE CENTER OF STATE LINE GO SOUTH ON THE MAIN
 BV1364'STREET FOR 8.9 MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 BV1364'RIGHT. CONTINUE SOUTH ON A BLACK TOP ROAD FOR 0.85 MILE TO THE MARK
 BV1364'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1366 ***********************************************************************
 BV1366  DESIGNATION -  57 V 112
 BV1366  PID         -  BV1366
 BV1366  STATE/COUNTY-  MS/GREENE
 BV1366  USGS QUAD   -  CLARK (1982)
 BV1366
 BV1366                         *CURRENT SURVEY CONTROL
 BV1366  ___________________________________________________________________
 BV1366* NAD 83(1986)-  31 19 23.     (N)    088 30 11.     (W)     SCALED    
 BV1366* NAVD 88     -        48.527  (meters)     159.21   (feet)  ADJUSTED  
 BV1366  ___________________________________________________________________
 BV1366  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1366  DYNAMIC HT  -          48.467 (meters)     159.01  (feet)  COMP
 BV1366  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BV1366
 BV1366  VERT ORDER  -  SECOND    CLASS II
 BV1366
 BV1366.The horizontal coordinates were scaled from a topographic map and have
 BV1366.an estimated accuracy of +/- 6 seconds.
 BV1366
 BV1366.The orthometric height was determined by differential leveling
 BV1366.and adjusted in May 1996.
 BV1366
 BV1366.The geoid height was determined by GEOID03.
 BV1366
 BV1366.The dynamic height is computed by dividing the NAVD 88
 BV1366.geopotential number by the normal gravity value computed on the
 BV1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1366.degrees latitude (g = 980.6199 gals.).
 BV1366
 BV1366.The modeled gravity was interpolated from observed gravity values.
 BV1366
 BV1366;                    North         East    Units  Estimated Accuracy
 BV1366;SPC MS E     -   202,140.      331,440.      MT  (+/- 180 meters Scaled)
 BV1366
 BV1366                          SUPERSEDED SURVEY CONTROL
 BV1366
 BV1366  NGVD 29 (??/??/92)   48.520  (m)          159.19   (f) ADJ UNCH    2 2
 BV1366
 BV1366.Superseded values are not recommended for survey control.
 BV1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1366.See file dsdata.txt to determine how the superseded data were derived.
 BV1366
 BV1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV569663(NAD 83)
 BV1366_MARKER: DD = SURVEY DISK
 BV1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1366_STAMPING: BM 57V 112 1975
 BV1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1366+STABILITY: SURFACE MOTION
 BV1366
 BV1366  HISTORY     - Date     Condition        Report By
 BV1366  HISTORY     - 1975     MONUMENTED       MSHD
 BV1366
 BV1366                          STATION DESCRIPTION
 BV1366
 BV1366'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1366'8.0 MI S FROM STATE LINE.
 BV1366'THE MARK IS LOCATED 9 MILES SOUTH OF STATE LINE ON THE EAST SIDE OF A
 BV1366'BLACK TOP ROAD ABOUT 0.2 MILE NORTH OF A SIDE ROAD LEADING EAST JUST
 BV1366'SOUTH OF A ROAD LEADING WEST IN THE SOUTHEAST QUARTER OF SECTION 8, T
 BV1366'4 N, R 5 W. IT IS 100 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 59
 BV1366'FEET EAST OF A FENCE CORNER, 71 FEET NORTHEAST OF A POWER POLE, 1
 BV1366'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1366'POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES. TO REACH FROM
 BV1366'THE MICRO-WAVE LOWER IN THE CENTER OF STATE LINE GO SOUTH ON THE MAIN
 BV1366'STREET FOR 8.7 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1367 ***********************************************************************
 BV1367  DESIGNATION -  57 V 113
 BV1367  PID         -  BV1367
 BV1367  STATE/COUNTY-  MS/GREENE
 BV1367  USGS QUAD   -  CLARK (1982)
 BV1367
 BV1367                         *CURRENT SURVEY CONTROL
 BV1367  ___________________________________________________________________
 BV1367* NAD 83(1986)-  31 20 22.     (N)    088 30 17.     (W)     SCALED    
 BV1367* NAVD 88     -        45.087  (meters)     147.92   (feet)  ADJUSTED  
 BV1367  ___________________________________________________________________
 BV1367  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BV1367  DYNAMIC HT  -          45.031 (meters)     147.74  (feet)  COMP
 BV1367  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 BV1367
 BV1367  VERT ORDER  -  SECOND    CLASS II
 BV1367
 BV1367.The horizontal coordinates were scaled from a topographic map and have
 BV1367.an estimated accuracy of +/- 6 seconds.
 BV1367
 BV1367.The orthometric height was determined by differential leveling
 BV1367.and adjusted in May 1996.
 BV1367
 BV1367.The geoid height was determined by GEOID03.
 BV1367
 BV1367.The dynamic height is computed by dividing the NAVD 88
 BV1367.geopotential number by the normal gravity value computed on the
 BV1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1367.degrees latitude (g = 980.6199 gals.).
 BV1367
 BV1367.The modeled gravity was interpolated from observed gravity values.
 BV1367
 BV1367;                    North         East    Units  Estimated Accuracy
 BV1367;SPC MS E     -   203,960.      331,270.      MT  (+/- 180 meters Scaled)
 BV1367
 BV1367                          SUPERSEDED SURVEY CONTROL
 BV1367
 BV1367  NGVD 29 (??/??/92)   45.080  (m)          147.90   (f) ADJ UNCH    2 2
 BV1367
 BV1367.Superseded values are not recommended for survey control.
 BV1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1367.See file dsdata.txt to determine how the superseded data were derived.
 BV1367
 BV1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV568682(NAD 83)
 BV1367_MARKER: DD = SURVEY DISK
 BV1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1367_STAMPING: BM 57V 113 1975
 BV1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1367+STABILITY: SURFACE MOTION
 BV1367
 BV1367  HISTORY     - Date     Condition        Report By
 BV1367  HISTORY     - 1975     MONUMENTED       MSHD
 BV1367
 BV1367                          STATION DESCRIPTION
 BV1367
 BV1367'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1367'7 MI S FROM STATE LINE.
 BV1367'THE MARK IS LOCATED 7 MILES SOUTH OF STATE LINE IN A FENCE LINE JUST
 BV1367'WEST OF A FRAME HOUSE ABOUT 100 YARDS EAST OF THE CENTER OF A BLACK
 BV1367'TOP ROAD IN THE SOUTHEAST QUARTER OF SECTION 5, T 4 N, R 5 W. IT IS
 BV1367'336 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 98.5 FEET
 BV1367'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A FRAME HOUSE,
 BV1367'143.5 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRE,
 BV1367'35 FEET WEST-SOUTHWEST OF A 20 INCH OAK, 2 FEET NORTH OF A FENCE, 1.5
 BV1367'FEET SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1367'CONCRETE POST AND PROJECTS 4 INCHES. TO REACH FROM THE MICRO-WAVE
 BV1367'TOWER IN THE CENTER OF STATE LINE GO SOUTH ON THE ROAD FOR 2.9 MILES
 BV1367'TO A DRIVEWAY LEADING TO A FRAME HOUSE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1368 ***********************************************************************
 BV1368  DESIGNATION -  57 V 114
 BV1368  PID         -  BV1368
 BV1368  STATE/COUNTY-  MS/GREENE
 BV1368  USGS QUAD   -  CLARK (1982)
 BV1368
 BV1368                         *CURRENT SURVEY CONTROL
 BV1368  ___________________________________________________________________
 BV1368* NAD 83(1986)-  31 21 02.     (N)    088 30 18.     (W)     SCALED    
 BV1368* NAVD 88     -        66.250  (meters)     217.36   (feet)  ADJUSTED  
 BV1368  ___________________________________________________________________
 BV1368  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BV1368  DYNAMIC HT  -          66.169 (meters)     217.09  (feet)  COMP
 BV1368  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BV1368
 BV1368  VERT ORDER  -  SECOND    CLASS II
 BV1368
 BV1368.The horizontal coordinates were scaled from a topographic map and have
 BV1368.an estimated accuracy of +/- 6 seconds.
 BV1368
 BV1368.The orthometric height was determined by differential leveling
 BV1368.and adjusted in May 1996.
 BV1368
 BV1368.The geoid height was determined by GEOID03.
 BV1368
 BV1368.The dynamic height is computed by dividing the NAVD 88
 BV1368.geopotential number by the normal gravity value computed on the
 BV1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1368.degrees latitude (g = 980.6199 gals.).
 BV1368
 BV1368.The modeled gravity was interpolated from observed gravity values.
 BV1368
 BV1368;                    North         East    Units  Estimated Accuracy
 BV1368;SPC MS E     -   205,190.      331,240.      MT  (+/- 180 meters Scaled)
 BV1368
 BV1368                          SUPERSEDED SURVEY CONTROL
 BV1368
 BV1368  NGVD 29 (??/??/92)   66.243  (m)          217.33   (f) ADJ UNCH    2 2
 BV1368
 BV1368.Superseded values are not recommended for survey control.
 BV1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1368.See file dsdata.txt to determine how the superseded data were derived.
 BV1368
 BV1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV568694(NAD 83)
 BV1368_MARKER: DD = SURVEY DISK
 BV1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1368_STAMPING: BM 57V 114 1975
 BV1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1368+STABILITY: SURFACE MOTION
 BV1368
 BV1368  HISTORY     - Date     Condition        Report By
 BV1368  HISTORY     - 1975     MONUMENTED       MSHD
 BV1368
 BV1368                          STATION DESCRIPTION
 BV1368
 BV1368'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1368'6.2 MI S FROM STATE LINE.
 BV1368'THE MARK IS LOCATED 6.2 MILES SOUTH OF STATE LINE AT THE WEST CORNER
 BV1368'OF THE CYCLONE FENCE AROUND THE CEMETERY AT THE JOHNSON CREEK BAPTIST
 BV1368'CHURCH IN THE SOUTH- EAST QUARTER OF SECTION 32, T 5 N, R 5 W. IT IS
 BV1368'75 FEET SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD, 200 FEET
 BV1368'SOUTHWEST OF THE CENTER OF DRIVE TO CHURCH, 115 FEET SOUTHWEST OF THE
 BV1368'PROJECTED PLANE OF THE SOUTH WALL OF THE CHURCH, 147.5 FEET SOUTHWEST
 BV1368'OF A POWER POLE WITH A TRANSFORMER, 42 FEET NORTH OF A 12 INCH
 BV1368'HICKORY, 1 FOOT NORTH OF THEWEST CORNER OF A CYCLONE FENCE AROUND A
 BV1368'CEMETERY, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1368'ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 BV1368'PROJECTS 1 INCH. TO REACH FROM THE MICRO-WAVE TOWER IN THE CENTER OF
 BV1368'STATE LINE GO SOUTH ON THE MAIN STREET FOR 4.8 MILES TO A SIDE ROAD
 BV1368'RIGHT. CONTINUE SOUTHWEST ON A BLACK TOP ROAD FOR 1.75 MILES TO THE
 BV1368'CEMETERY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1369 ***********************************************************************
 BV1369  DESIGNATION -  57 V 115
 BV1369  PID         -  BV1369
 BV1369  STATE/COUNTY-  MS/GREENE
 BV1369  USGS QUAD   -  FRUITDALE (1974)
 BV1369
 BV1369                         *CURRENT SURVEY CONTROL
 BV1369  ___________________________________________________________________
 BV1369* NAD 83(1986)-  31 21 45.     (N)    088 29 46.     (W)     SCALED    
 BV1369* NAVD 88     -        72.513  (meters)     237.90   (feet)  ADJUSTED  
 BV1369  ___________________________________________________________________
 BV1369  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BV1369  DYNAMIC HT  -          72.425 (meters)     237.61  (feet)  COMP
 BV1369  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 BV1369
 BV1369  VERT ORDER  -  SECOND    CLASS II
 BV1369
 BV1369.The horizontal coordinates were scaled from a topographic map and have
 BV1369.an estimated accuracy of +/- 6 seconds.
 BV1369
 BV1369.The orthometric height was determined by differential leveling
 BV1369.and adjusted in May 1996.
 BV1369
 BV1369.The geoid height was determined by GEOID03.
 BV1369
 BV1369.The dynamic height is computed by dividing the NAVD 88
 BV1369.geopotential number by the normal gravity value computed on the
 BV1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1369.degrees latitude (g = 980.6199 gals.).
 BV1369
 BV1369.The modeled gravity was interpolated from observed gravity values.
 BV1369
 BV1369;                    North         East    Units  Estimated Accuracy
 BV1369;SPC MS E     -   206,520.      332,080.      MT  (+/- 180 meters Scaled)
 BV1369
 BV1369                          SUPERSEDED SURVEY CONTROL
 BV1369
 BV1369  NGVD 29 (??/??/92)   72.506  (m)          237.88   (f) ADJ UNCH    2 2
 BV1369
 BV1369.Superseded values are not recommended for survey control.
 BV1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1369.See file dsdata.txt to determine how the superseded data were derived.
 BV1369
 BV1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV577707(NAD 83)
 BV1369_MARKER: DD = SURVEY DISK
 BV1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1369_STAMPING: BM 57V 115 1975
 BV1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1369+STABILITY: SURFACE MOTION
 BV1369
 BV1369  HISTORY     - Date     Condition        Report By
 BV1369  HISTORY     - 1975     MONUMENTED       MSHD
 BV1369
 BV1369                          STATION DESCRIPTION
 BV1369
 BV1369'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1369'5.3 MI S FROM STATE LINE.
 BV1369'THE MARK IS LOCATED 5.3 MILES SOUTH OF STATE LINE ON THE NORTH SIDE
 BV1369'OF A FARM ROAD ON THE WEST SIDE OF A BLACK TOP ROAD IN THE SOUTHEAST
 BV1369'ANGLE OF A CROSS FENCE 0.85 MILE NORTHEAST OF THE JOHNSON CREEK
 BV1369'BAPTIST CHRUCH IN THE NORTHWEST QUARTER OF SECTION 32, T 5 N, R 5 W.
 BV1369'IT IS  196.5 FEET NORTHWEST OF THE CENTER OF A BLACK TOP ROAD, 174
 BV1369'FEET WEST-NORTHWEST OF POWER POLE NO. K 5 1100, 35 FEET NORTH OF THE
 BV1369'CENTER OF FARM ROAD AND GATE, 4 FEET EAST OF A CROSS FENCE, 1 FOOT
 BV1369'SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST SET IN THE
 BV1369'TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE
 BV1369'BLACK TOP ROAD AND PROJECTS 4 INCHES. TO REACH FROM THE MICRO-WAVE
 BV1369'TOWER IN THE CENTER OF STATE LINE GO SOUTH ON THE MAIN STREET FOR 4.8
 BV1369'MILES TO A SIDE ROAD RIGHT. CONTINUE SOUTHWEST ON A BLACK TOP ROAD
 BV1369'0.9 MILE TO A FARM ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1371 ***********************************************************************
 BV1371  DESIGNATION -  57 V 116
 BV1371  PID         -  BV1371
 BV1371  STATE/COUNTY-  MS/GREENE
 BV1371  USGS QUAD   -  FRUITDALE (1974)
 BV1371
 BV1371                         *CURRENT SURVEY CONTROL
 BV1371  ___________________________________________________________________
 BV1371* NAD 83(1986)-  31 22 17.     (N)    088 29 10.     (W)     SCALED    
 BV1371* NAVD 88     -        84.678  (meters)     277.81   (feet)  ADJUSTED  
 BV1371  ___________________________________________________________________
 BV1371  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BV1371  DYNAMIC HT  -          84.575 (meters)     277.48  (feet)  COMP
 BV1371  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 BV1371
 BV1371  VERT ORDER  -  SECOND    CLASS II
 BV1371
 BV1371.The horizontal coordinates were scaled from a topographic map and have
 BV1371.an estimated accuracy of +/- 6 seconds.
 BV1371
 BV1371.The orthometric height was determined by differential leveling
 BV1371.and adjusted in May 1996.
 BV1371
 BV1371.The geoid height was determined by GEOID03.
 BV1371
 BV1371.The dynamic height is computed by dividing the NAVD 88
 BV1371.geopotential number by the normal gravity value computed on the
 BV1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1371.degrees latitude (g = 980.6199 gals.).
 BV1371
 BV1371.The modeled gravity was interpolated from observed gravity values.
 BV1371
 BV1371;                    North         East    Units  Estimated Accuracy
 BV1371;SPC MS E     -   207,500.      333,030.      MT  (+/- 180 meters Scaled)
 BV1371
 BV1371                          SUPERSEDED SURVEY CONTROL
 BV1371
 BV1371  NGVD 29 (??/??/92)   84.671  (m)          277.79   (f) ADJ UNCH    2 2
 BV1371
 BV1371.Superseded values are not recommended for survey control.
 BV1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1371.See file dsdata.txt to determine how the superseded data were derived.
 BV1371
 BV1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV586717(NAD 83)
 BV1371_MARKER: DD = SURVEY DISK
 BV1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1371_STAMPING: BM 57V 116 1975
 BV1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1371+STABILITY: SURFACE MOTION
 BV1371
 BV1371  HISTORY     - Date     Condition        Report By
 BV1371  HISTORY     - 1975     MONUMENTED       MSHD
 BV1371
 BV1371                          STATION DESCRIPTION
 BV1371
 BV1371'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1371'4.6 MI S FROM STATE LINE.
 BV1371'THE MARK IS LOCATED 4.6 MILES SOUTH OF STATE LINE ON THE WEST SIDE OF
 BV1371'A BLACK TOP ROAD JUST WEST OF A ROAD FORK IN THE SOUTHEAST QUARTER OF
 BV1371'THE NORTHEAST QUARTER OF SECTION 28 T 5 N, R 5 W .
 BV1371'IT IS 271 FEET NORTHWEST OF THE CENTER OF A BLACK TOP ROAD, 52 FEET
 BV1371'WEST OF TWO MAIL BOXES IN THE CENTER OF A TRIANGLE FORMER BY ROADS,
 BV1371'28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 52 FEET SOUTH OF THE
 BV1371'CENTER OF A DIRT ROAD, 131 FEET NORTHEAST OF A POWER POLE WITH A GUY
 BV1371'WIRE, 1.5 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1371'CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE BLACK TOP ROAD AND
 BV1371'PROJECTS 2 INCHES. TO REACH FROM THE MICRO-WAVE TOWER IN THE CENTER
 BV1371'OF STATE LINE GO SOUTH ON THE MAIN STREET FOR 4.8 MILES TO A SIDE
 BV1371'ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1372 ***********************************************************************
 BV1372  DESIGNATION -  57 V 117
 BV1372  PID         -  BV1372
 BV1372  STATE/COUNTY-  MS/GREENE
 BV1372  USGS QUAD   -  STATE LINE (1981)
 BV1372
 BV1372                         *CURRENT SURVEY CONTROL
 BV1372  ___________________________________________________________________
 BV1372* NAD 83(1986)-  31 23 10.     (N)    088 28 50.     (W)     SCALED    
 BV1372* NAVD 88     -        71.975  (meters)     236.14   (feet)  ADJUSTED  
 BV1372  ___________________________________________________________________
 BV1372  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BV1372  DYNAMIC HT  -          71.888 (meters)     235.85  (feet)  COMP
 BV1372  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BV1372
 BV1372  VERT ORDER  -  SECOND    CLASS II
 BV1372
 BV1372.The horizontal coordinates were scaled from a topographic map and have
 BV1372.an estimated accuracy of +/- 6 seconds.
 BV1372
 BV1372.The orthometric height was determined by differential leveling
 BV1372.and adjusted in May 1996.
 BV1372
 BV1372.The geoid height was determined by GEOID03.
 BV1372
 BV1372.The dynamic height is computed by dividing the NAVD 88
 BV1372.geopotential number by the normal gravity value computed on the
 BV1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1372.degrees latitude (g = 980.6199 gals.).
 BV1372
 BV1372.The modeled gravity was interpolated from observed gravity values.
 BV1372
 BV1372;                    North         East    Units  Estimated Accuracy
 BV1372;SPC MS E     -   209,140.      333,550.      MT  (+/- 180 meters Scaled)
 BV1372
 BV1372                          SUPERSEDED SURVEY CONTROL
 BV1372
 BV1372  NGVD 29 (??/??/92)   71.968  (m)          236.12   (f) ADJ UNCH    2 2
 BV1372
 BV1372.Superseded values are not recommended for survey control.
 BV1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1372.See file dsdata.txt to determine how the superseded data were derived.
 BV1372
 BV1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV592733(NAD 83)
 BV1372_MARKER: DD = SURVEY DISK
 BV1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1372_STAMPING: BM 57V 117 1975
 BV1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1372+STABILITY: SURFACE MOTION
 BV1372
 BV1372  HISTORY     - Date     Condition        Report By
 BV1372  HISTORY     - 1975     MONUMENTED       MSHD
 BV1372
 BV1372                          STATION DESCRIPTION
 BV1372
 BV1372'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1372'3.5 MI S FROM STATE LINE.
 BV1372'THE MARK IS LOCATED 3.5 MILES SOUTH OF STATE LINE IN THE SOUTHWEST
 BV1372'ANGLE OF THE JUNCTION OF A GRAVELED ROAD AND A BLACK TOP ROAD IN THE
 BV1372'SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 22, T 5 N, R 5
 BV1372'W. IT IS 112 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 90 FEET
 BV1372'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 77 FEET WEST OF A
 BV1372'POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1372'ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 BV1372'PROJECTS 4 INCHES. TO REACH FROM THE MICRO-WAVE TOWER IN THE CENTER
 BV1372'OF STATE LINE GO SOUTH ON THE MAIN STREET FOR 3.75 MILES TO A SIDE
 BV1372'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1373 ***********************************************************************
 BV1373  DESIGNATION -  57 V 118
 BV1373  PID         -  BV1373
 BV1373  STATE/COUNTY-  MS/GREENE
 BV1373  USGS QUAD   -  STATE LINE (1981)
 BV1373
 BV1373                         *CURRENT SURVEY CONTROL
 BV1373  ___________________________________________________________________
 BV1373* NAD 83(1986)-  31 24 04.     (N)    088 28 17.     (W)     SCALED    
 BV1373* NAVD 88     -        76.812  (meters)     252.01   (feet)  ADJUSTED  
 BV1373  ___________________________________________________________________
 BV1373  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BV1373  DYNAMIC HT  -          76.718 (meters)     251.70  (feet)  COMP
 BV1373  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 BV1373
 BV1373  VERT ORDER  -  SECOND    CLASS II
 BV1373
 BV1373.The horizontal coordinates were scaled from a topographic map and have
 BV1373.an estimated accuracy of +/- 6 seconds.
 BV1373
 BV1373.The orthometric height was determined by differential leveling
 BV1373.and adjusted in May 1996.
 BV1373
 BV1373.The geoid height was determined by GEOID03.
 BV1373
 BV1373.The dynamic height is computed by dividing the NAVD 88
 BV1373.geopotential number by the normal gravity value computed on the
 BV1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1373.degrees latitude (g = 980.6199 gals.).
 BV1373
 BV1373.The modeled gravity was interpolated from observed gravity values.
 BV1373
 BV1373;                    North         East    Units  Estimated Accuracy
 BV1373;SPC MS E     -   210,800.      334,420.      MT  (+/- 180 meters Scaled)
 BV1373
 BV1373                          SUPERSEDED SURVEY CONTROL
 BV1373
 BV1373  NGVD 29 (??/??/92)   76.804  (m)          251.98   (f) ADJ UNCH    2 2
 BV1373
 BV1373.Superseded values are not recommended for survey control.
 BV1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1373.See file dsdata.txt to determine how the superseded data were derived.
 BV1373
 BV1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV601749(NAD 83)
 BV1373_MARKER: DD = SURVEY DISK
 BV1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1373_STAMPING: BM 57V 118 1975
 BV1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1373+STABILITY: SURFACE MOTION
 BV1373
 BV1373  HISTORY     - Date     Condition        Report By
 BV1373  HISTORY     - 1975     MONUMENTED       MSHD
 BV1373
 BV1373                          STATION DESCRIPTION
 BV1373
 BV1373'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1373'2.5 MI S FROM STATE LINE.
 BV1373'THE MARK IS LOCATED 2.5 MILES SOUTH LINE IN THE NORTHWEST ANGLE OF A
 BV1373'CROSSROAD WITH THE WEST LEG LEADING TO A CHURCH IN THE SOUTHWEST
 BV1373'QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, T 5 N, R 5 W. IT IS
 BV1373'258 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 40 FEET NORTH OF THE
 BV1373'CENTER OF A DIRT ROAD, 2 FEET SOUTHEAST OF A POWER POLE WITH A GUY
 BV1373'WIRE, 1.5 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1373'ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD AND
 BV1373'PROJECTS 4 INCHES. TO REACH FROM THE MICRO-WAVE TOWER IN THE CENTER
 BV1373'OF STATE LINE GO SOUTH ON THE MAIN STREET FOR 2.55 MILES TO A
 BV1373'CROSSROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1374 ***********************************************************************
 BV1374  DESIGNATION -  57 V 119
 BV1374  PID         -  BV1374
 BV1374  STATE/COUNTY-  MS/GREENE
 BV1374  USGS QUAD   -  STATE LINE (1981)
 BV1374
 BV1374                         *CURRENT SURVEY CONTROL
 BV1374  ___________________________________________________________________
 BV1374* NAD 83(1986)-  31 24 57.     (N)    088 28 16.     (W)     SCALED    
 BV1374* NAVD 88     -        83.152  (meters)     272.81   (feet)  ADJUSTED  
 BV1374  ___________________________________________________________________
 BV1374  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BV1374  DYNAMIC HT  -          83.052 (meters)     272.48  (feet)  COMP
 BV1374  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BV1374
 BV1374  VERT ORDER  -  SECOND    CLASS II
 BV1374
 BV1374.The horizontal coordinates were scaled from a topographic map and have
 BV1374.an estimated accuracy of +/- 6 seconds.
 BV1374
 BV1374.The orthometric height was determined by differential leveling
 BV1374.and adjusted in May 1996.
 BV1374
 BV1374.The geoid height was determined by GEOID03.
 BV1374
 BV1374.The dynamic height is computed by dividing the NAVD 88
 BV1374.geopotential number by the normal gravity value computed on the
 BV1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1374.degrees latitude (g = 980.6199 gals.).
 BV1374
 BV1374.The modeled gravity was interpolated from observed gravity values.
 BV1374
 BV1374;                    North         East    Units  Estimated Accuracy
 BV1374;SPC MS E     -   212,440.      334,440.      MT  (+/- 180 meters Scaled)
 BV1374
 BV1374                          SUPERSEDED SURVEY CONTROL
 BV1374
 BV1374  NGVD 29 (??/??/92)   83.145  (m)          272.78   (f) ADJ UNCH    2 2
 BV1374
 BV1374.Superseded values are not recommended for survey control.
 BV1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1374.See file dsdata.txt to determine how the superseded data were derived.
 BV1374
 BV1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV601766(NAD 83)
 BV1374_MARKER: DD = SURVEY DISK
 BV1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1374_STAMPING: BM 57V 119 1975
 BV1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1374+STABILITY: SURFACE MOTION
 BV1374
 BV1374  HISTORY     - Date     Condition        Report By
 BV1374  HISTORY     - 1975     MONUMENTED       MSHD
 BV1374
 BV1374                          STATION DESCRIPTION
 BV1374
 BV1374'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1374'1.5 MI FROM STATE LINE.
 BV1374'THE MARK IS LOCATED 1.5 MILES SOUTH OF STATE LINE IN THE SOUTHWEST
 BV1374'ANGLE OF A ROAD JUNCTION IN THE SOUTHWEST QUARTER OF THE NORTHEAST
 BV1374'QUARTER OF SECTION 10, T5 N, R 5 W. IT IS 120 FEET WEST OF THE CENTER
 BV1374'OF A BLACK TOP ROAD, 32 FEET SOUTH OF THE CENTER OF ANOTHER BLACK TOP
 BV1374'ROAD, 75 FEET WEST OF A FENCE CORNER, 4 FEET SOUTH OF A POWER POLE
 BV1374'WITH GUY WIRES, 1 FOOT NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL
 BV1374'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 BV1374'THE ROAD AND PROJECTS 3 INCHES  TO REACH FROM THE MICRO-WAVE TOWER IN
 BV1374'THE CENTER OF STATE LINE GO SOUTH ON THE MAIN STREET FOR 1.5 MILES TO
 BV1374'A SIDE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1375 ***********************************************************************
 BV1375  DESIGNATION -  57 V 120
 BV1375  PID         -  BV1375
 BV1375  STATE/COUNTY-  MS/GREENE
 BV1375  USGS QUAD   -  STATE LINE (1981)
 BV1375
 BV1375                         *CURRENT SURVEY CONTROL
 BV1375  ___________________________________________________________________
 BV1375* NAD 83(1986)-  31 25 37.     (N)    088 28 20.     (W)     SCALED    
 BV1375* NAVD 88     -        83.972  (meters)     275.50   (feet)  ADJUSTED  
 BV1375  ___________________________________________________________________
 BV1375  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV1375  DYNAMIC HT  -          83.870 (meters)     275.16  (feet)  COMP
 BV1375  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 BV1375
 BV1375  VERT ORDER  -  SECOND    CLASS II
 BV1375
 BV1375.The horizontal coordinates were scaled from a topographic map and have
 BV1375.an estimated accuracy of +/- 6 seconds.
 BV1375
 BV1375.The orthometric height was determined by differential leveling
 BV1375.and adjusted in May 1996.
 BV1375
 BV1375.The geoid height was determined by GEOID03.
 BV1375
 BV1375.The dynamic height is computed by dividing the NAVD 88
 BV1375.geopotential number by the normal gravity value computed on the
 BV1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1375.degrees latitude (g = 980.6199 gals.).
 BV1375
 BV1375.The modeled gravity was interpolated from observed gravity values.
 BV1375
 BV1375;                    North         East    Units  Estimated Accuracy
 BV1375;SPC MS E     -   213,670.      334,330.      MT  (+/- 180 meters Scaled)
 BV1375
 BV1375                          SUPERSEDED SURVEY CONTROL
 BV1375
 BV1375  NGVD 29 (??/??/92)   83.964  (m)          275.47   (f) ADJ UNCH    2 2
 BV1375
 BV1375.Superseded values are not recommended for survey control.
 BV1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1375.See file dsdata.txt to determine how the superseded data were derived.
 BV1375
 BV1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV600778(NAD 83)
 BV1375_MARKER: DD = SURVEY DISK
 BV1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1375_STAMPING: BM 57V 120 1975
 BV1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1375+STABILITY: SURFACE MOTION
 BV1375
 BV1375  HISTORY     - Date     Condition        Report By
 BV1375  HISTORY     - 1975     MONUMENTED       MSHD
 BV1375
 BV1375                          STATION DESCRIPTION
 BV1375
 BV1375'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1375'0.65 MI S FROM STATE LINE.
 BV1375'THE MARK IS LOCATED 0.65 MILE SOUTH OF STATE LINE ON THE EAST SIDE OF
 BV1375'A BLACK TOP ROAD BY A POWER POLE AND ON THE PROPERTY OF MR WIRT BIRD
 BV1375'IN THE SOUTHEAST QUARTER OF SECTION 3, T 5 N, R 5 W. IT IS 170 FEET
 BV1375'EAST OF THE CENTER OF A BLACK TOP ROAD, 108 FEET SOUTHEAST OF THE
 BV1375'SOUTHEAST CORNER OF A WHITE ASBESTOS SIDING HOUSE, 13 FEET NORTH OF
 BV1375'THE CENTER OF A DRIVEWAY, 37 FEET SOUTHEAST OF A 12 INCH PECAN, 1.5
 BV1375'FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST SET
 BV1375'IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF
 BV1375'THE ROAD AND PROJECTS 2 INCHES. TO REACH FROM THE MICRO-WAVE TOWER IN
 BV1375'THE CENTER OF STATE LINE GO SOUTH ON THE MAIN STREET FOR 0.65 MILE TO
 BV1375'A DRIVEWAY ON THE SOUTH SIDE OF A WHITE ASBESTOS SIDING HOUSE AND THE
 BV1375'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1376 ***********************************************************************
 BV1376  DESIGNATION -  57 V 121
 BV1376  PID         -  BV1376
 BV1376  STATE/COUNTY-  MS/GREENE
 BV1376  USGS QUAD   -  STATE LINE (1981)
 BV1376
 BV1376                         *CURRENT SURVEY CONTROL
 BV1376  ___________________________________________________________________
 BV1376* NAD 83(1986)-  31 26 12.     (N)    088 28 22.     (W)     SCALED    
 BV1376* NAVD 88     -        77.405  (meters)     253.95   (feet)  ADJUSTED  
 BV1376  ___________________________________________________________________
 BV1376  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BV1376  DYNAMIC HT  -          77.312 (meters)     253.65  (feet)  COMP
 BV1376  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 BV1376
 BV1376  VERT ORDER  -  SECOND    CLASS II
 BV1376
 BV1376.The horizontal coordinates were scaled from a topographic map and have
 BV1376.an estimated accuracy of +/- 6 seconds.
 BV1376
 BV1376.The orthometric height was determined by differential leveling
 BV1376.and adjusted in May 1996.
 BV1376
 BV1376.The geoid height was determined by GEOID03.
 BV1376
 BV1376.The dynamic height is computed by dividing the NAVD 88
 BV1376.geopotential number by the normal gravity value computed on the
 BV1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1376.degrees latitude (g = 980.6199 gals.).
 BV1376
 BV1376.The modeled gravity was interpolated from observed gravity values.
 BV1376
 BV1376;                    North         East    Units  Estimated Accuracy
 BV1376;SPC MS E     -   214,750.      334,280.      MT  (+/- 180 meters Scaled)
 BV1376
 BV1376                          SUPERSEDED SURVEY CONTROL
 BV1376
 BV1376  NGVD 29 (??/??/92)   77.398  (m)          253.93   (f) ADJ UNCH    2 2
 BV1376
 BV1376.Superseded values are not recommended for survey control.
 BV1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1376.See file dsdata.txt to determine how the superseded data were derived.
 BV1376
 BV1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV600789(NAD 83)
 BV1376_MARKER: DD = SURVEY DISK
 BV1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1376_STAMPING: M 57V 121 1975
 BV1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1376+STABILITY: SURFACE MOTION
 BV1376
 BV1376  HISTORY     - Date     Condition        Report By
 BV1376  HISTORY     - 1975     MONUMENTED       MSHD
 BV1376
 BV1376                          STATION DESCRIPTION
 BV1376
 BV1376'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1376'IN STATE LINE FROM STATE LINE.
 BV1376'THE MARK IS LOCATED NEAR THE CENTER OF STATE LINE OF A ROW VERTICAL
 BV1376'RAILS PROJECTING 2 FEET JUST NORTH OF A MICRO-WAVE TOWER ABOUT 200
 BV1376'FEET NORTHWEST OF THE RAILROAD STATION ABOUT 100 YARDS NORTH OF STATE
 BV1376'HIGHWAY 42 ON A VACANT PLOT OF GROUND ON THE OPPOSITE SIDE OF THE
 BV1376'MAIN STREET FROM A GROUP OF STORES IN THE SOUTHWEST QUARTER OF THE
 BV1376'SOUTHEAST QUARTER OF SECTION 34, T 5 N, R 5 W. IT IS 53 FEET CAST OF
 BV1376'THE CENTER OF THE MAIN STREET IN STATE LINE, 138 FEET SOUTH OF THE
 BV1376'CENTER OF A BLACK TOP STREET, 106.6 FEET WEST OF WEST RAIL OF THE
 BV1376'MAIN TRACK, 139 FEET NORTHWEST OF THE CENTER OF MICRO-WAVE TOWER, 36
 BV1376'FEET SOUTHEAST OF THE BASE OF THE NORTHWEST GUY WIRE ANCHOR, 1 IN THE
 BV1376'TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE STREET AND PROJECTS
 BV1376'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0462 ***********************************************************************
 EH0462  DESIGNATION -  57/58
 EH0462  PID         -  EH0462
 EH0462  STATE/COUNTY-  MS/COAHOMA
 EH0462  USGS QUAD   -  MOON LAKE (1964)
 EH0462
 EH0462                         *CURRENT SURVEY CONTROL
 EH0462  ___________________________________________________________________
 EH0462* NAD 83(1986)-  34 29 53.     (N)    090 32 53.     (W)     SCALED    
 EH0462* NAVD 88     -        55.438  (meters)     181.88   (feet)  ADJUSTED  
 EH0462  ___________________________________________________________________
 EH0462  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0462  DYNAMIC HT  -          55.385 (meters)     181.71  (feet)  COMP
 EH0462  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EH0462
 EH0462  VERT ORDER  -  SECOND    CLASS 0
 EH0462
 EH0462.The horizontal coordinates were scaled from a topographic map and have
 EH0462.an estimated accuracy of +/- 6 seconds.
 EH0462
 EH0462.The orthometric height was determined by differential leveling
 EH0462.and adjusted in June 1991.
 EH0462.WARNING-Repeat measurements at this control monument indicate possible
 EH0462.vertical movement.
 EH0462
 EH0462.The geoid height was determined by GEOID03.
 EH0462
 EH0462.The dynamic height is computed by dividing the NAVD 88
 EH0462.geopotential number by the normal gravity value computed on the
 EH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0462.degrees latitude (g = 980.6199 gals.).
 EH0462
 EH0462.The modeled gravity was interpolated from observed gravity values.
 EH0462
 EH0462;                    North         East    Units  Estimated Accuracy
 EH0462;SPC MS W     -   554,210.      680,280.      MT  (+/- 180 meters Scaled)
 EH0462
 EH0462                          SUPERSEDED SURVEY CONTROL
 EH0462
 EH0462  NGVD 29 (??/??/??)   55.577  (m)          182.34   (f) ADJUSTED    2 0
 EH0462
 EH0462.Superseded values are not recommended for survey control.
 EH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0462.See file dsdata.txt to determine how the superseded data were derived.
 EH0462
 EH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU251201(NAD 83)
 EH0462_MARKER: P = PIPE CAP
 EH0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0462_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0462
 EH0462  HISTORY     - Date     Condition        Report By
 EH0462  HISTORY     - UNK      MONUMENTED       DOD
 EH0462  HISTORY     - 1932     GOOD             CGS
 EH0462  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0462
 EH0462                          STATION DESCRIPTION
 EH0462
 EH0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH0462'12.5 MI NE FROM FRIARS POINT.
 EH0462'A 2-INCH IRON PIPE WITH CAP, PLACED BETWEEN TWO POSTS, AND LOCATED
 EH0462'ABOUT 150 FEET BACK OF THE MISSISSIPPI RIVER LEVEE AT MILESTONE 57/58
 EH0462'WHICH IS ABOUT 7/8 OF A MILE BELOW THE I.C.R.R. LEVEE CROSSING. NOTE--
 EH0462'THE LEVEE HAS BEEN REBUILT.
 EH0462
 EH0462                          STATION RECOVERY (1956)
 EH0462
 EH0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EH0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0609 ***********************************************************************
 CP0609  DESIGNATION -  58 PL 3 BOLT
 CP0609  PID         -  CP0609
 CP0609  STATE/COUNTY-  MS/WARREN
 CP0609  USGS QUAD   -  YOKENA (1973)
 CP0609
 CP0609                         *CURRENT SURVEY CONTROL
 CP0609  ___________________________________________________________________
 CP0609* NAD 83(1986)-  32 11 09.     (N)    090 59 10.     (W)     SCALED    
 CP0609* NAVD 88     -        27.15   (+/-2cm)      89.1    (feet)  VERTCON   
 CP0609  ___________________________________________________________________
 CP0609  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0609  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0609
 CP0609.The horizontal coordinates were scaled from a topographic map and have
 CP0609.an estimated accuracy of +/- 6 seconds.
 CP0609
 CP0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0609.The vertical order pertains to the NGVD 29 superseded value.
 CP0609
 CP0609.The geoid height was determined by GEOID03.
 CP0609
 CP0609;                    North         East    Units  Estimated Accuracy
 CP0609;SPC MS W     -   297,940.      638,440.      MT  (+/- 180 meters Scaled)
 CP0609
 CP0609                          SUPERSEDED SURVEY CONTROL
 CP0609
 CP0609  NGVD 29 (??/??/92)   27.178  (m)           89.17   (f) ADJ UNCH    1 2
 CP0609
 CP0609.Superseded values are not recommended for survey control.
 CP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0609.See file dsdata.txt to determine how the superseded data were derived.
 CP0609
 CP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR898628(NAD 83)
 CP0609_MARKER: B = BOLT
 CP0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0609_SP_SET: TILE
 CP0609_STAMPING: 58 PL 3
 CP0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0609
 CP0609  HISTORY     - Date     Condition        Report By
 CP0609  HISTORY     - UNK      MONUMENTED       MRC
 CP0609  HISTORY     - 1967     GOOD             MSHD
 CP0609
 CP0609                          STATION DESCRIPTION
 CP0609
 CP0609'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0609'3.7 MI SW FROM GLASS.
 CP0609'THE MARK IS LOCATED 3.7 MILES SOUTHWEST ALONG THE DIRT ROAD LEADING TO
 CP0609'DIAMOND POINT FROM GLASS, 3/8 MILE EAST OF THE MISSISSIPPI RIVER, IN A
 CP0609'FIELD AND 165 FEET NORTH OF THE CENTER LINE OF THE ROAD, A COPPER
 CP0609'BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER THE GROUND ACCESS TO
 CP0609'WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSISSIPPI RIVER
 CP0609'COMMISSION STANDARD CAP.  NOTE-- THE R.G. LETOURNEAU COMPANY HAS BUILT
 CP0609'A PLANT IN THE VICINITY AND THE MARK COULD HAVE BEEN DESTROYED DURING
 CP0609'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0608 ***********************************************************************
 CP0608  DESIGNATION -  58 PL 3 CAP
 CP0608  PID         -  CP0608
 CP0608  STATE/COUNTY-  MS/WARREN
 CP0608  USGS QUAD   -  YOKENA (1973)
 CP0608
 CP0608                         *CURRENT SURVEY CONTROL
 CP0608  ___________________________________________________________________
 CP0608* NAD 83(1986)-  32 11 09.     (N)    090 59 10.     (W)     SCALED    
 CP0608* NAVD 88     -        28.38   (+/-2cm)      93.1    (feet)  VERTCON   
 CP0608  ___________________________________________________________________
 CP0608  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0608  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0608
 CP0608.The horizontal coordinates were scaled from a topographic map and have
 CP0608.an estimated accuracy of +/- 6 seconds.
 CP0608
 CP0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0608.The vertical order pertains to the NGVD 29 superseded value.
 CP0608
 CP0608.The geoid height was determined by GEOID03.
 CP0608
 CP0608;                    North         East    Units  Estimated Accuracy
 CP0608;SPC MS W     -   297,940.      638,440.      MT  (+/- 180 meters Scaled)
 CP0608
 CP0608                          SUPERSEDED SURVEY CONTROL
 CP0608
 CP0608  NGVD 29 (??/??/92)   28.411  (m)           93.21   (f) ADJ UNCH    1 2
 CP0608
 CP0608.Superseded values are not recommended for survey control.
 CP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0608.See file dsdata.txt to determine how the superseded data were derived.
 CP0608
 CP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR898628(NAD 83)
 CP0608_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0608_STAMPING: 58 PL 3
 CP0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0608
 CP0608  HISTORY     - Date     Condition        Report By
 CP0608  HISTORY     - UNK      MONUMENTED       MRC
 CP0608  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0608
 CP0608                          STATION DESCRIPTION
 CP0608
 CP0608'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0608'3.7 MI SW FROM GLASS.
 CP0608'THE MARK IS LOCATED 3.7 MILES SOUTHWEST ALONG THE DIRT ROAD LEADING TO
 CP0608'DIAMOND POINT FROM GLASS, 3/8 MILE EAST OF THE MISSISSIPPI RIVER, IN A
 CP0608'FIELD AND 165 FEET NORTH OF THE CENTER LINE OF THE ROAD, AN IRON PIPE
 CP0608'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP. NOTE-- THE R.G.
 CP0608'LETOURNEAU COMPANY HAS BUILT A PLANT IN THE VICINITY AND THE MARK
 CP0608'COULD HAVE BEEN DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0465 ***********************************************************************
 EH0465  DESIGNATION -  58/59
 EH0465  PID         -  EH0465
 EH0465  STATE/COUNTY-  MS/COAHOMA
 EH0465  USGS QUAD   -  MOON LAKE (1964)
 EH0465
 EH0465                         *CURRENT SURVEY CONTROL
 EH0465  ___________________________________________________________________
 EH0465* NAD 83(1986)-  34 29 05.     (N)    090 33 12.     (W)     SCALED    
 EH0465* NAVD 88     -        55.707  (meters)     182.77   (feet)  ADJUSTED  
 EH0465  ___________________________________________________________________
 EH0465  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH0465  DYNAMIC HT  -          55.653 (meters)     182.59  (feet)  COMP
 EH0465  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 EH0465
 EH0465  VERT ORDER  -  SECOND    CLASS 0
 EH0465
 EH0465.The horizontal coordinates were scaled from a topographic map and have
 EH0465.an estimated accuracy of +/- 6 seconds.
 EH0465
 EH0465.The orthometric height was determined by differential leveling
 EH0465.and adjusted in June 1991.
 EH0465
 EH0465.The geoid height was determined by GEOID03.
 EH0465
 EH0465.The dynamic height is computed by dividing the NAVD 88
 EH0465.geopotential number by the normal gravity value computed on the
 EH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0465.degrees latitude (g = 980.6199 gals.).
 EH0465
 EH0465.The modeled gravity was interpolated from observed gravity values.
 EH0465
 EH0465;                    North         East    Units  Estimated Accuracy
 EH0465;SPC MS W     -   552,740.      679,790.      MT  (+/- 180 meters Scaled)
 EH0465
 EH0465                          SUPERSEDED SURVEY CONTROL
 EH0465
 EH0465  NGVD 29 (??/??/??)   55.854  (m)          183.25   (f) ADJUSTED    2 0
 EH0465
 EH0465.Superseded values are not recommended for survey control.
 EH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0465.See file dsdata.txt to determine how the superseded data were derived.
 EH0465
 EH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU246186(NAD 83)
 EH0465_MARKER: P = PIPE CAP
 EH0465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0465_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0465
 EH0465  HISTORY     - Date     Condition        Report By
 EH0465  HISTORY     - UNK      MONUMENTED       DOD
 EH0465  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0465
 EH0465                          STATION DESCRIPTION
 EH0465
 EH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0465'11.25 MI N FROM FRIAR POINT.
 EH0465'THE LEVEE HAS BEEN REBUILT SINCE THE ORIGINAL LEVELING AND THE MARK
 EH0465'PROBABLY DESTROYED.  NOTE-- NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2758 ***********************************************************************
 BH2758  DESIGNATION -  59 19 MSHD 1965
 BH2758  PID         -  BH2758
 BH2758  STATE/COUNTY-  MS/PEARL RIVER
 BH2758  USGS QUAD   -  NICHOLSON (1993)
 BH2758
 BH2758                         *CURRENT SURVEY CONTROL
 BH2758  ___________________________________________________________________
 BH2758* NAD 83(1993)-  30 28 34.31209(N)    089 40 54.40628(W)     ADJUSTED  
 BH2758* NAVD 88     -        14.9    (meters)      49.     (feet)  VERTCON   
 BH2758  ___________________________________________________________________
 BH2758  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 BH2758  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BH2758  HORZ ORDER  -  SECOND
 BH2758
 BH2758.The horizontal coordinates were established by classical geodetic methods
 BH2758.and adjusted by the National Geodetic Survey in May 1994.
 BH2758
 BH2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2758
 BH2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2758
 BH2758.The geoid height was determined by GEOID03.
 BH2758
 BH2758;                    North         East     Units Scale Factor Converg.
 BH2758;SPC MS E     -   108,514.258   218,532.868   MT  1.00003185   -0 25 49.2
 BH2758;SPC MS E     -   356,017.19    716,969.92   sFT  1.00003185   -0 25 49.2
 BH2758;SPC LA S     -   220,195.477 1,158,574.158   MT  0.99996004   +0 49 32.9
 BH2758;SPC LA S     -   722,424.66  3,801,088.72   sFT  0.99996004   +0 49 32.9
 BH2758;UTM  16      - 3,374,611.094   242,546.407   MT  1.00041777   -1 21 39.2
 BH2758
 BH2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2758!SPC MS E     -   1.00000196  x   1.00003185  =   1.00003381
 BH2758!SPC LA S     -   1.00000196  x   0.99996004  =   0.99996200
 BH2758!UTM  16      -   1.00000196  x   1.00041777  =   1.00041973
 BH2758
 BH2758:                Primary Azimuth Mark                     Grid Az
 BH2758:SPC MS E     -  52B011                                   219 53 22.8
 BH2758:SPC LA S     -  52B011                                   218 38 00.7
 BH2758:UTM  16      -  52B011                                   220 49 12.8
 BH2758
 BH2758|---------------------------------------------------------------------|
 BH2758| PID    Reference Object                     Distance      Geod. Az  |
 BH2758|                                                           dddmmss.s |
 BH2758| BH2757 52B011                              APPROX. 3.2 KM 2192733.6 |
 BH2758|---------------------------------------------------------------------|
 BH2758
 BH2758                          SUPERSEDED SURVEY CONTROL
 BH2758
 BH2758  NAD 83(1986)-  30 28 34.32503(N)    089 40 54.40239(W) AD(       ) 2
 BH2758  NAD 27      -  30 28 33.63727(N)    089 40 54.17564(W) AD(       ) 2
 BH2758  NGVD 29 (07/19/86)   15.0    (m)           49.     (f) VERT ANG    3  
 BH2758
 BH2758.Superseded values are not recommended for survey control.
 BH2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2758.See file dsdata.txt to determine how the superseded data were derived.
 BH2758
 BH2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4254674611(NAD 83)
 BH2758_MARKER: DD = SURVEY DISK
 BH2758_SETTING: 0 = UNSPECIFIED SETTING
 BH2758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2758
 BH2758  HISTORY     - Date     Condition        Report By
 BH2758  HISTORY     - 1965     MONUMENTED       MSHD
 BH2758
 BH2758                          STATION DESCRIPTION
 BH2758
 BH2758'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (JB)
 BH2758'STATION IS 0.25 MILES NORTH OF RAILROAD OVERPASS ON INTERSTATE 59,
 BH2758'38.30 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND ROADWAY
 BH2758'OF INTERSTATE 59, 71.80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BH2758'WEST SCALE STATION 151.90 FEET NORTHEAST OF FENCE CORNER ON
 BH2758'WEST RIGHT OF WAY FENCE, AND 1.33 FEET EAST OF A WITNESS POST.
 BH2758'
 BH2758'STATION IS MARKED BY A BRONZE DISK SET IN A CONCRETE POST PROJECTING
 BH2758'4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS STAMPED 59-19
 BH2758'(1965).
 BH2758'
 BH2758'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN PICAYUNE,
 BH2758'MISSISSIPPI, FOLLOW U.S. HWY. 11 SOUTH FOR 4.19 MILES THE
 BH2758'INTERCHANGE ON INTERSTATE 59, THENCE NORTH ALONG INTERSTATE 59 FOR
 BH2758'0.60 MILES TO STATION SET IN SHOULDER ON SOUTH BOUND ROADWAY.
 BH2758'
 BH2758'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2759 ***********************************************************************
 BH2759  DESIGNATION -  59 20 MSHD 1965
 BH2759  PID         -  BH2759
 BH2759  STATE/COUNTY-  MS/HANCOCK
 BH2759  USGS QUAD   -  NICHOLSON (1993)
 BH2759
 BH2759                         *CURRENT SURVEY CONTROL
 BH2759  ___________________________________________________________________
 BH2759* NAD 83(1993)-  30 27 09.24036(N)    089 39 31.30777(W)     ADJUSTED  
 BH2759* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 BH2759  ___________________________________________________________________
 BH2759  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BH2759  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BH2759  HORZ ORDER  -  SECOND
 BH2759
 BH2759.The horizontal coordinates were established by classical geodetic methods
 BH2759.and adjusted by the National Geodetic Survey in May 1994.
 BH2759
 BH2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2759
 BH2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2759
 BH2759.The geoid height was determined by GEOID03.
 BH2759
 BH2759;                    North         East     Units Scale Factor Converg.
 BH2759;SPC MS E     -   105,878.090   220,730.213   MT  1.00002749   -0 25 06.0
 BH2759;SPC MS E     -   347,368.37    724,179.04   sFT  1.00002749   -0 25 06.0
 BH2759;SPC LA S     -   217,608.289 1,160,828.593   MT  0.99995671   +0 50 14.4
 BH2759;SPC LA S     -   713,936.53  3,808,485.14   sFT  0.99995671   +0 50 14.4
 BH2759;UTM  16      - 3,371,938.582   244,701.486   MT  1.00040414   -1 20 53.6
 BH2759
 BH2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2759!SPC MS E     -   1.00000231  x   1.00002749  =   1.00002980
 BH2759!SPC LA S     -   1.00000231  x   0.99995671  =   0.99995902
 BH2759!UTM  16      -   1.00000231  x   1.00040414  =   1.00040645
 BH2759
 BH2759:                Primary Azimuth Mark                     Grid Az
 BH2759:SPC MS E     -  59 19 MSHD 1965                          320 11 14.5
 BH2759:SPC LA S     -  59 19 MSHD 1965                          318 55 54.1
 BH2759:UTM  16      -  59 19 MSHD 1965                          321 07 02.1
 BH2759
 BH2759|---------------------------------------------------------------------|
 BH2759| PID    Reference Object                     Distance      Geod. Az  |
 BH2759|                                                           dddmmss.s |
 BH2759| BH2758 59 19 MSHD 1965                     APPROX. 3.4 KM 3194608.5 |
 BH2759|---------------------------------------------------------------------|
 BH2759
 BH2759                          SUPERSEDED SURVEY CONTROL
 BH2759
 BH2759  NAD 83(1986)-  30 27 09.25350(N)    089 39 31.30372(W) AD(       ) 2
 BH2759  NAD 27      -  30 27 08.56064(N)    089 39 31.08298(W) AD(       ) 2
 BH2759  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG    3  
 BH2759
 BH2759.Superseded values are not recommended for survey control.
 BH2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2759.See file dsdata.txt to determine how the superseded data were derived.
 BH2759
 BH2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4470171939(NAD 83)
 BH2759_MARKER: DD = SURVEY DISK
 BH2759_SETTING: 0 = UNSPECIFIED SETTING
 BH2759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2759
 BH2759  HISTORY     - Date     Condition        Report By
 BH2759  HISTORY     - 1965     MONUMENTED       MSHD
 BH2759  HISTORY     - 1980     GOOD             MSSU
 BH2759
 BH2759                          STATION DESCRIPTION
 BH2759
 BH2759'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (JB)
 BH2759'STATION IS LOCATED NORTHWEST ALONG A RAILROAD SPUR 392.00 FEET FROM
 BH2759'RAILROAD CROSSING ON SPUR LEADING TO THE NASA MISSILE TESTING
 BH2759'CENTER, 93.50 FEET EAST OF THE EAST RAIL AND 2.22 FEET EAST OF A
 BH2759'WITNESS POST.
 BH2759'
 BH2759'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2759'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS
 BH2759'STAMPED 59-20 (1965).
 BH2759'
 BH2759'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN PICAYUNE, MISS.,
 BH2759'FOLLOW U.S. HWY. 11 SOUTH FOR 4.19 MILES TO THE INTERCHANGE ON
 BH2759'INTERSTATE 59, US HWY. 11, AND STATE ROUTE 43, THENCE SOUTH ALONG
 BH2759'STATE ROUTE 43 CORNER 1.67 MILES TO WINDING BLACKTOP ROAD LEADING
 BH2759'NORTHEAST THENCE NORTHEAST ALONG SAID ROAD FOR 0.80 MILES TO RAILROAD
 BH2759'CROSSING AND TO STATION.
 BH2759'
 BH2759'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BH2759
 BH2759                          STATION RECOVERY (1980)
 BH2759
 BH2759'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2759'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2760 ***********************************************************************
 BH2760  DESIGNATION -  59 21 MSHD 1965
 BH2760  PID         -  BH2760
 BH2760  STATE/COUNTY-  MS/HANCOCK
 BH2760  USGS QUAD   -  NICHOLSON (1993)
 BH2760
 BH2760                         *CURRENT SURVEY CONTROL
 BH2760  ___________________________________________________________________
 BH2760* NAD 83(1993)-  30 26 33.88123(N)    089 39 13.13942(W)     ADJUSTED  
 BH2760* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 BH2760  ___________________________________________________________________
 BH2760  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BH2760  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BH2760  HORZ ORDER  -  SECOND
 BH2760
 BH2760.The horizontal coordinates were established by classical geodetic methods
 BH2760.and adjusted by the National Geodetic Survey in May 1994.
 BH2760
 BH2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2760
 BH2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2760
 BH2760.The geoid height was determined by GEOID03.
 BH2760
 BH2760;                    North         East     Units Scale Factor Converg.
 BH2760;SPC MS E     -   104,785.697   221,207.031   MT  1.00002656   -0 24 56.4
 BH2760;SPC MS E     -   343,784.41    725,743.40   sFT  1.00002656   -0 24 56.4
 BH2760;SPC LA S     -   216,526.683 1,161,329.199   MT  0.99995538   +0 50 23.5
 BH2760;SPC LA S     -   710,387.96  3,810,127.55   sFT  0.99995538   +0 50 23.5
 BH2760;UTM  16      - 3,370,838.182   245,160.688   MT  1.00040125   -1 20 43.0
 BH2760
 BH2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2760!SPC MS E     -   1.00000227  x   1.00002656  =   1.00002883
 BH2760!SPC LA S     -   1.00000227  x   0.99995538  =   0.99995765
 BH2760!UTM  16      -   1.00000227  x   1.00040125  =   1.00040352
 BH2760
 BH2760:                Primary Azimuth Mark                     Grid Az
 BH2760:SPC MS E     -  59 20 MSHD 1965                          336 25 09.0
 BH2760:SPC LA S     -  59 20 MSHD 1965                          335 09 49.1
 BH2760:UTM  16      -  59 20 MSHD 1965                          337 20 55.6
 BH2760
 BH2760|---------------------------------------------------------------------|
 BH2760| PID    Reference Object                     Distance      Geod. Az  |
 BH2760|                                                           dddmmss.s |
 BH2760| BH2759 59 20 MSHD 1965                     APPROX. 1.2 KM 3360012.6 |
 BH2760|---------------------------------------------------------------------|
 BH2760
 BH2760                          SUPERSEDED SURVEY CONTROL
 BH2760
 BH2760  NAD 83(1986)-  30 26 33.89449(N)    089 39 13.13532(W) AD(       ) 2
 BH2760  NAD 27      -  30 26 33.19974(N)    089 39 12.91651(W) AD(       ) 2
 BH2760  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG    3  
 BH2760
 BH2760.Superseded values are not recommended for survey control.
 BH2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2760.See file dsdata.txt to determine how the superseded data were derived.
 BH2760
 BH2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4516170838(NAD 83)
 BH2760_MARKER: DD = SURVEY DISK
 BH2760_SETTING: 0 = UNSPECIFIED SETTING
 BH2760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2760
 BH2760  HISTORY     - Date     Condition        Report By
 BH2760  HISTORY     - 1965     MONUMENTED       MSHD
 BH2760  HISTORY     - 1980     GOOD             MSSU
 BH2760
 BH2760                          STATION DESCRIPTION
 BH2760
 BH2760'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (JB)
 BH2760'STATION IS SET ON THE SOUTHWEST SIDE OF A RAILROAD LEADING TO THE
 BH2760'NASA MISSILE TEST CENTER, 101.65 FEET WEST OF THE WEST RAIL 127.11
 BH2760'NORTHWEST OF TRIPLE C.M.P. DRAIN UNDER RAILROAD, AND 1.31 FEET WEST
 BH2760'OF WITNESS POST.
 BH2760'
 BH2760'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2760'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS
 BH2760'STAMPED 59-21 (MISS) 1965.
 BH2760'
 BH2760'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN PICAYUNE, FOLLOW
 BH2760'U.S. HWY. 11 SOUTH FOR 4.19 MILES TO THE INTERCHANGE WITH INTERSTATE
 BH2760'59, U.S. HWY. 11, AND STATE ROUTE 43, THENCE SOUTH ALONG STATE ROUTE
 BH2760'43 FOR 2.26 MILES TO GRAVEL ROAD LEADING NORTHEAST, THENCE
 BH2760'NORTHEAST ALONG SAID GRAVEL ROAD FOR 0.44 MILES TO RAILROAD, THENCE
 BH2760'SOUTHEAST ALONG RAILROAD FOR 0.23 MILES TO STATION SET ON
 BH2760'RIGHT OF WAY LINE.
 BH2760'
 BH2760'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BH2760
 BH2760                          STATION RECOVERY (1980)
 BH2760
 BH2760'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0863 ***********************************************************************
 BW0863  DESIGNATION -  6 A
 BW0863  PID         -  BW0863
 BW0863  STATE/COUNTY-  MS/ADAMS
 BW0863  USGS QUAD   -  WASHINGTON (1976)
 BW0863
 BW0863                         *CURRENT SURVEY CONTROL
 BW0863  ___________________________________________________________________
 BW0863* NAD 83(1986)-  31 32 54.     (N)    091 15 12.     (W)     SCALED    
 BW0863* NAVD 88     -       123.34   (+/-2cm)     404.7    (feet)  VERTCON   
 BW0863  ___________________________________________________________________
 BW0863  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0863
 BW0863.The horizontal coordinates were scaled from a topographic map and have
 BW0863.an estimated accuracy of +/- 6 seconds.
 BW0863
 BW0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0863.The vertical order pertains to the NGVD 29 superseded value.
 BW0863
 BW0863.The geoid height was determined by GEOID03.
 BW0863
 BW0863;                    North         East    Units  Estimated Accuracy
 BW0863;SPC MS W     -   227,440.      612,650.      MT  (+/- 180 meters Scaled)
 BW0863
 BW0863                          SUPERSEDED SURVEY CONTROL
 BW0863
 BW0863  NGVD 29 (??/??/92)  123.345  (m)          404.67   (f) ADJ UNCH    2 0
 BW0863
 BW0863.Superseded values are not recommended for survey control.
 BW0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0863.See file dsdata.txt to determine how the superseded data were derived.
 BW0863
 BW0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ657916(NAD 83)
 BW0863_MARKER: DB = BENCH MARK DISK
 BW0863_SETTING: 0 = UNSPECIFIED SETTING
 BW0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0863
 BW0863  HISTORY     - Date     Condition        Report By
 BW0863  HISTORY     - UNK      MONUMENTED       USE
 BW0863  HISTORY     - 1969     MARK NOT FOUND   MSHD
 BW0863
 BW0863                          STATION DESCRIPTION
 BW0863
 BW0863'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0863'10.9 MI E FROM NATCHEZ.
 BW0863'THE MARK IS LOCATED 10.9 MILES EAST ALONG THE MISSISSIPPI CENTRAL
 BW0863'RAILROAD FROM THE STATION IN NATCHEZ, AT MILEAGE 139.4 IN THE
 BW0863'SOUTHEAST ANGLE OF A ROAD CROSSING WHICH IS 1 POLE EAST OF A DIAGONAL
 BW0863'ROAD CROSSING, 1 POLE WEST OF CUT, AT THE OUTSIDE OF A CURVE, 5 FEET
 BW0863'SOUTH OF THE SOUTH RAIL, 18 FEET EAST OF THE CENTER OF THE ROAD AND 31
 BW0863'FEET SOUTH OF A POLE. IT IS AN U.S. ARMY ENGINEER SURVEY CAP RIVITED
 BW0863'ON THE TOP OF AN IRON PIPE, 2 INCHES IN DIAMETER WITH US ENGINEERS
 BW0863'OFFICE N O DISTRICT INSCRIBED ON THE CAP.  THE MARK PROJECTS 3 INCHES.
 BW0863'NOTE-- THERE HAS BEEN SOME GRADING IN THE VICINITY OF THE MARK AND IT
 BW0863'COULD HAVE BEEN DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0360 ***********************************************************************
 EH0360  DESIGNATION -  6 A
 EH0360  PID         -  EH0360
 EH0360  STATE/COUNTY-  MS/BOLIVAR
 EH0360  USGS QUAD   -  ROUND LAKE (1982)
 EH0360
 EH0360                         *CURRENT SURVEY CONTROL
 EH0360  ___________________________________________________________________
 EH0360* NAD 83(1986)-  34 01 46.     (N)    090 51 55.     (W)     SCALED    
 EH0360* NAVD 88     -        47.32   (+/-2cm)     155.2    (feet)  VERTCON   
 EH0360  ___________________________________________________________________
 EH0360  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0360  VERT ORDER  -  ? (See Below)
 EH0360
 EH0360.The horizontal coordinates were scaled from a topographic map and have
 EH0360.an estimated accuracy of +/- 6 seconds.
 EH0360
 EH0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0360.The vertical order pertains to the NGVD 29 superseded value.
 EH0360
 EH0360.The geoid height was determined by GEOID03.
 EH0360
 EH0360;                    North         East    Units  Estimated Accuracy
 EH0360;SPC MS W     -   502,340.      650,880.      MT  (+/- 180 meters Scaled)
 EH0360
 EH0360                          SUPERSEDED SURVEY CONTROL
 EH0360
 EH0360  NGVD 29 (??/??/??)   47.370  (m)          155.41   (f) ADJUSTED    ?  
 EH0360
 EH0360.Superseded values are not recommended for survey control.
 EH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0360.See file dsdata.txt to determine how the superseded data were derived.
 EH0360
 EH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT970674(NAD 83)
 EH0360_MARKER: P = PIPE CAP
 EH0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0360
 EH0360  HISTORY     - Date     Condition        Report By
 EH0360  HISTORY     - UNK      MONUMENTED       DOD
 EH0360  HISTORY     - 1934     GOOD             CGS
 EH0360  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0360
 EH0360                          STATION DESCRIPTION
 EH0360
 EH0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0360'0.5 MI N FROM DEESON.
 EH0360'P.B.M. 6-A IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE
 EH0360'BLOCK 6 INCHES THICK, LOCATED ON THE LEFT BANK OF THE MISISSIPPI
 EH0360'RIVER, .5 MILE NORTH OF DEESON, BOLIVAR COUNTY, MISSISSIPPI, 300 FEET
 EH0360'SOUTH OF MAIN LEVEE AND SUB-LEVEE.  150 FEET NORTHWEST OF INTERMITTENT
 EH0360'STREAM.  450 FEET NORTHWEST OF LOCAL ROAD, SEC 19, T 25N, R 6W. NOTE--
 EH0360'PRIMARY LANDMARKS HAVE BEEN CHANGED TO A GREAT EXTENT.
 EH0360
 EH0360                          STATION RECOVERY (1967)
 EH0360
 EH0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0363 ***********************************************************************
 EH0363  DESIGNATION -  6 B
 EH0363  PID         -  EH0363
 EH0363  STATE/COUNTY-  MS/BOLIVAR
 EH0363  USGS QUAD   -  ROUND LAKE (1982)
 EH0363
 EH0363                         *CURRENT SURVEY CONTROL
 EH0363  ___________________________________________________________________
 EH0363* NAD 83(1986)-  34 01 55.     (N)    090 51 46.     (W)     SCALED    
 EH0363* NAVD 88     -        48.18   (+/-2cm)     158.1    (feet)  VERTCON   
 EH0363  ___________________________________________________________________
 EH0363  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0363  VERT ORDER  -  ? (See Below)
 EH0363
 EH0363.The horizontal coordinates were scaled from a topographic map and have
 EH0363.an estimated accuracy of +/- 6 seconds.
 EH0363
 EH0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0363.The vertical order pertains to the NGVD 29 superseded value.
 EH0363
 EH0363.The geoid height was determined by GEOID03.
 EH0363
 EH0363;                    North         East    Units  Estimated Accuracy
 EH0363;SPC MS W     -   502,620.      651,110.      MT  (+/- 180 meters Scaled)
 EH0363
 EH0363                          SUPERSEDED SURVEY CONTROL
 EH0363
 EH0363  NGVD 29 (??/??/??)   48.236  (m)          158.25   (f) ADJUSTED    ?  
 EH0363
 EH0363.Superseded values are not recommended for survey control.
 EH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0363.See file dsdata.txt to determine how the superseded data were derived.
 EH0363
 EH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT973677(NAD 83)
 EH0363_MARKER: P = PIPE CAP
 EH0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0363_SP_SET: CONCRETE BLOCK
 EH0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0363
 EH0363  HISTORY     - Date     Condition        Report By
 EH0363  HISTORY     - UNK      MONUMENTED       DOD
 EH0363  HISTORY     - 1934     GOOD             CGS
 EH0363  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0363
 EH0363                          STATION DESCRIPTION
 EH0363
 EH0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0363'.5 MI N FROM DEESON.
 EH0363'P.B.M. 6-B IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE
 EH0363'BLOCK 6 INCHES THICK, LOCATED ON THE LEFT BANK OF THE MISS. RIVER, .5
 EH0363'MILE NORTH OF DEESON, BOLIVAR CO., MISSISSIPPI, 250 FEET SOUTHEAST OF
 EH0363'CROWN OF MAIN LEVEE AND IS ON TOP OF SUB-LEVEE.  150 FEET NORTHWEST OF
 EH0363'RIGHT-ANGLE TURN IN SUB-LEVEE, SEC 19, T 25N, R 6 W.  NOTE-- LAND
 EH0363'SIGHTS HAVE BEEN CHANGED.
 EH0363
 EH0363                          STATION RECOVERY (1967)
 EH0363
 EH0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1750 ***********************************************************************
 DK1750  DESIGNATION -  6 L
 DK1750  PID         -  DK1750
 DK1750  STATE/COUNTY-  MS/CARROLL
 DK1750  USGS QUAD   -  AVALON (1982)
 DK1750
 DK1750                         *CURRENT SURVEY CONTROL
 DK1750  ___________________________________________________________________
 DK1750* NAD 83(1993)-  33 39 19.13476(N)    090 05 06.85885(W)     ADJUSTED  
 DK1750* NAVD 88     -        42.07   (+/-2cm)     138.0    (feet)  VERTCON   
 DK1750  ___________________________________________________________________
 DK1750  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DK1750  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK1750  HORZ ORDER  -  THIRD
 DK1750  VERT ORDER  -  THIRD ? (See Below)
 DK1750
 DK1750.The horizontal coordinates were established by classical geodetic methods
 DK1750.and adjusted by the National Geodetic Survey in May 1994.
 DK1750
 DK1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1750.The vertical order pertains to the NGVD 29 superseded value.
 DK1750
 DK1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1750
 DK1750.The geoid height was determined by GEOID03.
 DK1750
 DK1750;                    North         East     Units Scale Factor Converg.
 DK1750;SPC MS W     -   460,744.551   723,011.219   MT  0.99995653   +0 08 15.0
 DK1750;SPC MS W     - 1,511,626.08  2,372,079.31   sFT  0.99995653   +0 08 15.0
 DK1750;UTM  15      - 3,727,751.358   770,299.536   MT  1.00050082   +1 36 58.8
 DK1750
 DK1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1750!SPC MS W     -   0.99999753  x   0.99995653  =   0.99995406
 DK1750!UTM  15      -   0.99999753  x   1.00050082  =   1.00049834
 DK1750
 DK1750:                Primary Azimuth Mark                     Grid Az
 DK1750:SPC MS W     -  GREENWOOD COMMUNITY TV MAST              201 52 56.7
 DK1750:UTM  15      -  GREENWOOD COMMUNITY TV MAST              200 24 12.9
 DK1750
 DK1750|---------------------------------------------------------------------|
 DK1750| PID    Reference Object                     Distance      Geod. Az  |
 DK1750|                                                           dddmmss.s |
 DK1750| DK1756 GREENWOOD COMMUNITY TV MAST         APPROX.14.8 KM 2020111.7 |
 DK1750| CY5129 6 L AZ MK                                          2114919.5 |
 DK1750| DK1768 GREENWOOD RADIO STA WGRM MAST       APPROX.16.9 KM 2170855.0 |
 DK1750| DK1766 GREENWOOD RAD WABG CEN MAST         APPROX.15.8 KM 2250924.9 |
 DK1750| CY5130 6 L RM 1                             53.377 METERS 25200     |
 DK1750| CY5131 6 L RM 2                             47.406 METERS 33556     |
 DK1750|---------------------------------------------------------------------|
 DK1750
 DK1750                          SUPERSEDED SURVEY CONTROL
 DK1750
 DK1750  NAD 83(1986)-  33 39 19.14589(N)    090 05 06.85594(W) AD(       ) 3
 DK1750  NAD 27      -  33 39 18.72630(N)    090 05 06.57220(W) AD(       ) 3
 DK1750  NGVD 29 (07/19/86)   42.14   (m)          138.3    (f) LEVELING    3  
 DK1750
 DK1750.Superseded values are not recommended for survey control.
 DK1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1750.See file dsdata.txt to determine how the superseded data were derived.
 DK1750
 DK1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7030027751(NAD 83)
 DK1750_MARKER: DB = BENCH MARK DISK
 DK1750_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK1750_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DK1750
 DK1750  HISTORY     - Date     Condition        Report By
 DK1750  HISTORY     - 1957     MONUMENTED       USGS
 DK1750  HISTORY     - 1968     GOOD             CGS
 DK1750
 DK1750                          STATION DESCRIPTION
 DK1750
 DK1750'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 DK1750'THE STATION IS IN SECTION 28, T 21 N, R 2 E, AT THE VILLAGE
 DK1750'OF AVALON, IN THE SOUTHEAST CORNER OF A T-INTERSECTION OF
 DK1750'TWO GRAVEL ROADS.
 DK1750'
 DK1750'TO REACH THE STATION FROM THE JUNCTIONS OF THE BUSINESS ROUTES
 DK1750'OF U.S. HIGHWAYS 82 AND 49 E AND STATE HIGHWAY 7, IN GREENWOOD,
 DK1750'GO NORTHERLY ON STATE HIGHWAY 7 FOR 12.1 MILES TO THE CROSSROAD
 DK1750'AT THE VILLAGE OF AVALON AND THE STATION ON THE LEFT.
 DK1750'
 DK1750'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DK1750'DISK, STAMPED NO 6 L 1928, SET IN THE TOP OF A 3-INCH TILE
 DK1750'FILLED WITH CONCRETE, AND IS 6 INCHES BELOW THE SURFACE OF THE
 DK1750'GROUND.  IT IS 22 FEET SOUTHEAST OF TELEPHONE POLE NO. 261 1/2,
 DK1750'54.5 FEET SOUTHWEST OF THE SOUTH END OF A CULVERT, 68 FEET
 DK1750'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 100 FEET SOUTHEAST
 DK1750'OF THE CENTER OF ANOTHER GRAVEL ROAD.
 DK1750'
 DK1750'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED 6 L (USGS)
 DK1750'NO 1 1957, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 DK1750'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET WEST OF THE
 DK1750'CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A POWER POLE, 47 FEET
 DK1750'SOUTH OF A DRAINAGE DITCH AND 47 FEET NORTHEAST OF THE NORTHEAST
 DK1750'CORNER OF A GARAGE WITH IMITATION BRICK SIDING.
 DK1750'
 DK1750'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED 6 L (USGS)
 DK1750'NO 2 1957, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 DK1750'WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET NORTHEAST OF
 DK1750'THE NORTHEAST CORNER OF A BRICK GAS STATION, 36 FEET NORTH
 DK1750'OF THE T-INTERSECTION OF THE GRAVEL ROADS AND 2 FEET SOUTHWEST
 DK1750'OF A POWER POLE.
 DK1750'
 DK1750'AZIMUTH MARK IS A STANDARD DISK STAMPED 6 L (USGS) 1957,
 DK1750'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 DK1750'IS 53 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7, 40
 DK1750'FEET NORTH OF A DRIVEWAY LEADING SOUTH OFF THE HIGHWAY AND
 DK1750'78 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE.
 DK1750'A STANDARD WITNESS POST WAS SET 1 FOOT SOUTH-SOUTHEAST OF
 DK1750'THE MARK.
 DK1750'
 DK1750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 DK1750'HIGHWAY 7 FOR 0.6 MILE TO A DRIVEWAY LEADING SOUTH OFF THE
 DK1750'HIGHWAY AND THE MARK ON THE LEFT.
 DK1750'
 DK1750'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1750
 DK1750                          STATION RECOVERY (1968)
 DK1750
 DK1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1750'THE STATION WAS VISITED 6-12-68 AND THE STATION AND REFERENCE
 DK1750'MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DK1750'MARK WAS FOUND WITH THE DISK REMOVED AND ONLY THE SHANK OF
 DK1750'THE DISK REMAINING, OTHER THAN THIS THERE SEEM TO BE NO
 DK1750'MOVEMENT OF THE MONUMENT.  A NEW DESCRIPTION FOR THE STATION
 DK1750'FOLLOWS--
 DK1750'
 DK1750'THE STATION IS LOCATED AT THE COMMUNITY OF AVALON, 12 MILES
 DK1750'NORTHEAST OF GREENWOOD, IN SECTION 28, T 21N, R 2 E, IN
 DK1750'THE SOUTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY
 DK1750'7 AND A GRAVELED ROAD LEADING WEST TO THE FARM BUILDING
 DK1750'AT AVALON FARMS, ON PROPERTY OWNED BY MR. NASH, 173 FEET WEST OF
 DK1750'THE CENTERLINE OF STATE HIGHWAY 7, 68 FEET SOUTH OF THE
 DK1750'CENTER OF THE GRAVELED ROAD, 116 FEET NORTHWEST OF A TELEPHONE
 DK1750'POLE, 171 FEET SOUTHWEST OF A LONE CYPRESS TREE, 326.5 FEET
 DK1750'SSE OF THE NE CORNER OF THE STINSON STORE, 54 FEET SW OF THE
 DK1750'SOUTH END OF A CONCRETE CULVERT.  IT IS A U.S. GEOLOGICAL
 DK1750'SURVEY DISK, STAMPED 6 L 1928, 6 INCHES BELOW THE SURFACE
 DK1750'OF THE GROUND.
 DK1750'
 DK1750'REFERENCE MARK NO. 1 IS 175.07 FEET SOUTHWEST OF THE STATION,
 DK1750'2 FEET WEST OF A POWER POLE, 23 FEET WEST OF THE CENTER OF
 DK1750'THE ROAD, 53 FEET SOUTH OF THE CENTER OF A DITCH, 47 FEET
 DK1750'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD GARAGE WITH IMITATION
 DK1750'BRICK SIDING AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 DK1750'A REFERENCE MARK DISK, STAMPED 6 L (USGS) NO 1 1957, FLUSH
 DK1750'WITH THE GROUND.
 DK1750'
 DK1750'REFERENCE MARK NO. 2 IS 155.51 FEET NORTHWEST OF THE STATION,
 DK1750'2 FEET SOUTHWEST OF A POWER POLE, 70 FEET NORTH OF THE CENTER
 DK1750'OF THE DITCH, 38 FEET NORTHWEST OF THE INTERSECTION OF GRAVELED
 DK1750'ROADS, 163 FEET SOUTH OF THE SOUTH WALL OF THE STINSON STORE,
 DK1750'22 FEET WEST OF THE CENTERLINE OF THE ROAD.  IT IS A REFERENCE
 DK1750'MARK DISK, STAMPED 6 L USGS NO 2 1957, FLUSH WITH THE GROUND.
 DK1750'
 DK1750'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 221.60
 DK1750'FEET
 DK1750'
 DK1750'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 52 FEET
 DK1750'EAST OF THE CENTER OF STATE HIGHWAY 7, 78 FEET NORTHWEST
 DK1750'OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 36 FEET NORTH
 DK1750'OF THE CENTER OF THE GRAVELED DRIVE OVER THE WOODEN BRIDGE
 DK1750'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  ONLY THE SHANK
 DK1750'OF THE DISK REMAINS.  THE CONCRETE MONUMENT PROJECTS 6 INCHES.
 DK1750'
 DK1750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 DK1750'AND U.S. HIGHWAY 82 IN GREENWOOD, GO NORTH ON STATE HIGHWAY
 DK1750'NO. 7 FOR 10.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DK1750'NORTH FOR 0.6 MILE TO THE MARK ON THE LEFT AT THE AVALON
 DK1750'FARMS.
 DK1750'
 DK1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 DK1750'NW OF GREENWOOD
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0356 ***********************************************************************
 EH0356  DESIGNATION -  6 M BOLT
 EH0356  PID         -  EH0356
 EH0356  STATE/COUNTY-  MS/BOLIVAR
 EH0356  USGS QUAD   -  LACONIA (1982)
 EH0356
 EH0356                         *CURRENT SURVEY CONTROL
 EH0356  ___________________________________________________________________
 EH0356* NAD 83(1986)-  34 00 48.     (N)    090 55 46.     (W)     SCALED    
 EH0356* NAVD 88     -        47.78   (+/-2cm)     156.8    (feet)  VERTCON   
 EH0356  ___________________________________________________________________
 EH0356  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0356  VERT ORDER  -  ? (See Below)
 EH0356
 EH0356.The horizontal coordinates were scaled from a topographic map and have
 EH0356.an estimated accuracy of +/- 6 seconds.
 EH0356
 EH0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0356.The vertical order pertains to the NGVD 29 superseded value.
 EH0356
 EH0356.The geoid height was determined by GEOID03.
 EH0356
 EH0356;                    North         East    Units  Estimated Accuracy
 EH0356;SPC MS W     -   500,590.      644,940.      MT  (+/- 180 meters Scaled)
 EH0356
 EH0356                          SUPERSEDED SURVEY CONTROL
 EH0356
 EH0356  NGVD 29 (??/??/??)   47.828  (m)          156.92   (f) ADJUSTED    ?  
 EH0356
 EH0356.Superseded values are not recommended for survey control.
 EH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0356.See file dsdata.txt to determine how the superseded data were derived.
 EH0356
 EH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT911655(NAD 83)
 EH0356_MARKER: B = BOLT
 EH0356_SETTING: 80 = SET IN A BOULDER
 EH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0356+STABILITY: SURFACE MOTION
 EH0356
 EH0356  HISTORY     - Date     Condition        Report By
 EH0356  HISTORY     - UNK      MONUMENTED       DOD
 EH0356  HISTORY     - 1934     GOOD             CGS
 EH0356
 EH0356                          STATION DESCRIPTION
 EH0356
 EH0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0356'0.75 MI S FROM HURRICANE POINT.
 EH0356'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 EH0356'USE STANDARD CAP.  A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 INCHES
 EH0356'ABOVE THE GROUND, LOCATED ON LEFT BANK OF THE MISSISSIPPI RIVER, NEAR
 EH0356'DENNIS LANDING, BOLIVAR COUNTY, MISSISSIPPI.  ON LANDSIDE OF LEVEE
 EH0356'ABOUT 3/4 MILE SOUTH OF HURRICANE POINT, ON OLD HEDGE ROW RUNNING
 EH0356'ALONG DENNIS LANDING DIRT ROAD.  IN NORTHWEST CORNER OF YARD OF THE
 EH0356'CABIN, THE SECOND CABIN SOUTH OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0355 ***********************************************************************
 EH0355  DESIGNATION -  6 M CAP
 EH0355  PID         -  EH0355
 EH0355  STATE/COUNTY-  MS/BOLIVAR
 EH0355  USGS QUAD   -  LACONIA (1982)
 EH0355
 EH0355                         *CURRENT SURVEY CONTROL
 EH0355  ___________________________________________________________________
 EH0355* NAD 83(1986)-  34 00 48.     (N)    090 55 46.     (W)     SCALED    
 EH0355* NAVD 88     -        49.00   (+/-2cm)     160.8    (feet)  VERTCON   
 EH0355  ___________________________________________________________________
 EH0355  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0355  VERT ORDER  -  ? (See Below)
 EH0355
 EH0355.The horizontal coordinates were scaled from a topographic map and have
 EH0355.an estimated accuracy of +/- 6 seconds.
 EH0355
 EH0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0355.The vertical order pertains to the NGVD 29 superseded value.
 EH0355
 EH0355.The geoid height was determined by GEOID03.
 EH0355
 EH0355;                    North         East    Units  Estimated Accuracy
 EH0355;SPC MS W     -   500,590.      644,940.      MT  (+/- 180 meters Scaled)
 EH0355
 EH0355                          SUPERSEDED SURVEY CONTROL
 EH0355
 EH0355  NGVD 29 (??/??/??)   49.051  (m)          160.93   (f) ADJUSTED    ?  
 EH0355
 EH0355.Superseded values are not recommended for survey control.
 EH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0355.See file dsdata.txt to determine how the superseded data were derived.
 EH0355
 EH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT911655(NAD 83)
 EH0355_MARKER: P = PIPE CAP
 EH0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0355
 EH0355  HISTORY     - Date     Condition        Report By
 EH0355  HISTORY     - UNK      MONUMENTED       DOD
 EH0355  HISTORY     - 1934     GOOD             CGS
 EH0355
 EH0355                          STATION DESCRIPTION
 EH0355
 EH0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0355'0.75 MI S FROM HURRICANE POINT.
 EH0355'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 INCHES ABOVE THE
 EH0355'GROUND, LOCATED ON LEFT BANK OF THE MISSISSIPPI RIVER, NEAR DENNIS
 EH0355'LANDING, BOLIVAR COUNTY, MISSISSIPPI.  ON LANDSIDE OF LEVEE ABOUT 3/4
 EH0355'MILE SOUTH OF HURRICANE POINT, ON OLD HEDGE ROW RUNNING ALONG DENNIS
 EH0355'LANDING DIRT ROAD.  IN NORTHWEST CORNER OF YARD OF THE CABIN; THE
 EH0355'SECOND CABIN SOUTH OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1895 ***********************************************************************
 EG1895  DESIGNATION -  6 V 1
 EG1895  PID         -  EG1895
 EG1895  STATE/COUNTY-  MS/LAFAYETTE
 EG1895  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1895
 EG1895                         *CURRENT SURVEY CONTROL
 EG1895  ___________________________________________________________________
 EG1895* NAD 83(1986)-  34 21 48.     (N)    089 30 30.     (W)     SCALED    
 EG1895* NAVD 88     -       133.603  (meters)     438.33   (feet)  POSTED    
 EG1895  ___________________________________________________________________
 EG1895  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EG1895  DYNAMIC HT  -         133.470 (meters)     437.89  (feet)  COMP
 EG1895  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EG1895
 EG1895  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1895
 EG1895.The horizontal coordinates were scaled from a topographic map and have
 EG1895.an estimated accuracy of +/- 6 seconds.
 EG1895
 EG1895.The orthometric height was determined by differential leveling
 EG1895.and adjusted by the  in 1992.
 EG1895.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1895.rate of 0.0 thru 1.0 mm/km.
 EG1895
 EG1895.The geoid height was determined by GEOID03.
 EG1895
 EG1895.The dynamic height is computed by dividing the NAVD 88
 EG1895.geopotential number by the normal gravity value computed on the
 EG1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1895.degrees latitude (g = 980.6199 gals.).
 EG1895
 EG1895.The modeled gravity was interpolated from observed gravity values.
 EG1895
 EG1895;                    North         East    Units  Estimated Accuracy
 EG1895;SPC MS E     -   539,460.      237,910.      MT  (+/- 180 meters Scaled)
 EG1895
 EG1895                          SUPERSEDED SURVEY CONTROL
 EG1895
 EG1895.No superseded survey control is available for this station.
 EG1895
 EG1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD693052(NAD 83)
 EG1895_MARKER: DR = REFERENCE MARK DISK
 EG1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1895_SP_SET: CONCRETE POST
 EG1895_STAMPING: BM 6V 1 1984
 EG1895_MARK LOGO: MSHD  
 EG1895_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1895+STABILITY: SURFACE MOTION
 EG1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1895+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1895
 EG1895  HISTORY     - Date     Condition        Report By
 EG1895  HISTORY     - 1984     MONUMENTED       MSHD
 EG1895
 EG1895                          STATION DESCRIPTION
 EG1895
 EG1895'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1895'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1895'KM (0.10 MI) TO THE UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT AND GO
 EG1895'EAST ON UNIVERSITY AVE FOR 1.29 KM (0.80 MI) TO HIGHWAY 7 OVERPASS AND
 EG1895'THE MARK IN THE MEDIAN ON OLD HIGHWAY 6 UNDER THE SOUTHBOUND LANE ON
 EG1895'HIGHWAY 7. IT IS 6.25 M (20.5 FT) NORTH OF CENTER OF EASTBOUND LAND ON
 EG1895'UNIVERSITY AVE., 5.8 M (19.0 FT) SOUTHEAST OF THE WEST PILING OF THE
 EG1895'BRIDGE, 1.83 M (6.0 FT) NORTH OF THE SOUTH CURB OF THE MEDIAN, .60 M
 EG1895'(2.0 FT) SOUTHWEST OF THE EAST BRIDGE PILING, 7.32 M (24.0 FT) SOUTH
 EG1895'OF THE WESTBOUND LANE OF UNIVERSITY AVE., 0.3 M (1.0 FT) NORTH OF A
 EG1895'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1907 ***********************************************************************
 EG1907  DESIGNATION -  6 V 10
 EG1907  PID         -  EG1907
 EG1907  STATE/COUNTY-  MS/LAFAYETTE
 EG1907  USGS QUAD   -  DENMARK (1980)
 EG1907
 EG1907                         *CURRENT SURVEY CONTROL
 EG1907  ___________________________________________________________________
 EG1907* NAD 83(1986)-  34 19 15.     (N)    089 21 40.     (W)     SCALED    
 EG1907* NAVD 88     -       121.486  (meters)     398.58   (feet)  POSTED    
 EG1907  ___________________________________________________________________
 EG1907  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EG1907  DYNAMIC HT  -         121.370 (meters)     398.19  (feet)  COMP
 EG1907  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 EG1907
 EG1907  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1907
 EG1907.The horizontal coordinates were scaled from a topographic map and have
 EG1907.an estimated accuracy of +/- 6 seconds.
 EG1907
 EG1907.The orthometric height was determined by differential leveling
 EG1907.and adjusted by the  in 1992.
 EG1907.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1907.rate of 0.0 thru 1.0 mm/km.
 EG1907
 EG1907.The geoid height was determined by GEOID03.
 EG1907
 EG1907.The dynamic height is computed by dividing the NAVD 88
 EG1907.geopotential number by the normal gravity value computed on the
 EG1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1907.degrees latitude (g = 980.6199 gals.).
 EG1907
 EG1907.The modeled gravity was interpolated from observed gravity values.
 EG1907
 EG1907;                    North         East    Units  Estimated Accuracy
 EG1907;SPC MS E     -   534,660.      251,430.      MT  (+/- 180 meters Scaled)
 EG1907
 EG1907                          SUPERSEDED SURVEY CONTROL
 EG1907
 EG1907.No superseded survey control is available for this station.
 EG1907
 EG1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD827002(NAD 83)
 EG1907_MARKER: DR = REFERENCE MARK DISK
 EG1907_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1907_SP_SET: BRIDGE ABUTMENT
 EG1907_STAMPING: BM 6V 10 1984
 EG1907_MARK LOGO: MSHD  
 EG1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1907+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1907
 EG1907  HISTORY     - Date     Condition        Report By
 EG1907  HISTORY     - 1984     MONUMENTED       MSHD
 EG1907
 EG1907                          STATION DESCRIPTION
 EG1907
 EG1907'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1907'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1907'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1907'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1907'TURN LEFT GO EAST ON HIGHWAY 6 FOR 13.04 KM (8.10 MI) TO BRIDGE OVER
 EG1907'LITTLE KETTLE CREEK AND THE MARK IN THE ABUTMENT.  IT IS IN A DRILL
 EG1907'HOLE IN THE NORTHWEST BRIDGE ABUTMENT AND 4.72 M (15.5 FT) NORTH
 EG1907'CENTER HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1908 ***********************************************************************
 EG1908  DESIGNATION -  6 V 11
 EG1908  PID         -  EG1908
 EG1908  STATE/COUNTY-  MS/LAFAYETTE
 EG1908  USGS QUAD   -  DENMARK (1980)
 EG1908
 EG1908                         *CURRENT SURVEY CONTROL
 EG1908  ___________________________________________________________________
 EG1908* NAD 83(1986)-  34 19 00.     (N)    089 20 35.     (W)     SCALED    
 EG1908* NAVD 88     -       123.868  (meters)     406.39   (feet)  POSTED    
 EG1908  ___________________________________________________________________
 EG1908  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EG1908  DYNAMIC HT  -         123.750 (meters)     406.00  (feet)  COMP
 EG1908  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EG1908
 EG1908  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1908
 EG1908.The horizontal coordinates were scaled from a topographic map and have
 EG1908.an estimated accuracy of +/- 6 seconds.
 EG1908
 EG1908.The orthometric height was determined by differential leveling
 EG1908.and adjusted by the  in 1992.
 EG1908.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1908.rate of 0.0 thru 1.0 mm/km.
 EG1908
 EG1908.The geoid height was determined by GEOID03.
 EG1908
 EG1908.The dynamic height is computed by dividing the NAVD 88
 EG1908.geopotential number by the normal gravity value computed on the
 EG1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1908.degrees latitude (g = 980.6199 gals.).
 EG1908
 EG1908.The modeled gravity was interpolated from observed gravity values.
 EG1908
 EG1908;                    North         East    Units  Estimated Accuracy
 EG1908;SPC MS E     -   534,190.      253,090.      MT  (+/- 180 meters Scaled)
 EG1908
 EG1908                          SUPERSEDED SURVEY CONTROL
 EG1908
 EG1908.No superseded survey control is available for this station.
 EG1908
 EG1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC844997(NAD 83)
 EG1908_MARKER: DR = REFERENCE MARK DISK
 EG1908_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1908_SP_SET: HEADWALL
 EG1908_STAMPING: BM 6V 11 1984
 EG1908_MARK LOGO: MSHD  
 EG1908_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1908+STABILITY: SURFACE MOTION
 EG1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1908+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1908
 EG1908  HISTORY     - Date     Condition        Report By
 EG1908  HISTORY     - 1984     MONUMENTED       MSHD
 EG1908
 EG1908                          STATION DESCRIPTION
 EG1908
 EG1908'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1908'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1908'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1908'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1908'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1908'CHURCH, CONTINUE AHEAD FOR 4.88 KM (3.05 MI) TO A THE MARK ON THE
 EG1908'RIGHT.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE SOUTH
 EG1908'HEADWALL OF A BOX CULVERT, 9.45 M (31.0 FT) SOUTH CENTER HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1909 ***********************************************************************
 EG1909  DESIGNATION -  6 V 12
 EG1909  PID         -  EG1909
 EG1909  STATE/COUNTY-  MS/LAFAYETTE
 EG1909  USGS QUAD   -  DENMARK (1980)
 EG1909
 EG1909                         *CURRENT SURVEY CONTROL
 EG1909  ___________________________________________________________________
 EG1909* NAD 83(1986)-  34 18 50.     (N)    089 19 30.     (W)     SCALED    
 EG1909* NAVD 88     -       115.692  (meters)     379.57   (feet)  POSTED    
 EG1909  ___________________________________________________________________
 EG1909  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EG1909  DYNAMIC HT  -         115.580 (meters)     379.20  (feet)  COMP
 EG1909  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EG1909
 EG1909  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1909
 EG1909.The horizontal coordinates were scaled from a topographic map and have
 EG1909.an estimated accuracy of +/- 6 seconds.
 EG1909
 EG1909.The orthometric height was determined by differential leveling
 EG1909.and adjusted by the  in 1992.
 EG1909.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1909.rate of 0.0 thru 1.0 mm/km.
 EG1909
 EG1909.The geoid height was determined by GEOID03.
 EG1909
 EG1909.The dynamic height is computed by dividing the NAVD 88
 EG1909.geopotential number by the normal gravity value computed on the
 EG1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1909.degrees latitude (g = 980.6199 gals.).
 EG1909
 EG1909.The modeled gravity was interpolated from observed gravity values.
 EG1909
 EG1909;                    North         East    Units  Estimated Accuracy
 EG1909;SPC MS E     -   533,870.      254,750.      MT  (+/- 180 meters Scaled)
 EG1909
 EG1909                          SUPERSEDED SURVEY CONTROL
 EG1909
 EG1909.No superseded survey control is available for this station.
 EG1909
 EG1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC860994(NAD 83)
 EG1909_MARKER: DR = REFERENCE MARK DISK
 EG1909_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1909_SP_SET: BRIDGE ABUTMENT
 EG1909_STAMPING: BM 6V 12 1984
 EG1909_MARK LOGO: MSHD  
 EG1909_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1909+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1909
 EG1909  HISTORY     - Date     Condition        Report By
 EG1909  HISTORY     - 1984     MONUMENTED       MSHD
 EG1909
 EG1909                          STATION DESCRIPTION
 EG1909
 EG1909'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1909'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1909'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1909'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1909'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1909'CHURCH, CONTINUE AHEAD ON HIGHWAY 6 FOR 6.36 KM (3.95 MI) TO THE
 EG1909'BRIDGE OVER KETTLE CREEK AND THE MARK ON THE LEFT.  IT IS IN A DRILL
 EG1909'HOLE IN THE NORTHWEST ABUTMENT OF THE BRIDGE AND IS 4.88 M (16.0 FT)
 EG1909'NORTH CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1910 ***********************************************************************
 EG1910  DESIGNATION -  6 V 13
 EG1910  PID         -  EG1910
 EG1910  STATE/COUNTY-  MS/LAFAYETTE
 EG1910  USGS QUAD   -  DENMARK (1980)
 EG1910
 EG1910                         *CURRENT SURVEY CONTROL
 EG1910  ___________________________________________________________________
 EG1910* NAD 83(1986)-  34 18 41.     (N)    089 18 45.     (W)     SCALED    
 EG1910* NAVD 88     -       116.472  (meters)     382.13   (feet)  POSTED    
 EG1910  ___________________________________________________________________
 EG1910  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EG1910  DYNAMIC HT  -         116.360 (meters)     381.76  (feet)  COMP
 EG1910  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EG1910
 EG1910  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1910
 EG1910.The horizontal coordinates were scaled from a topographic map and have
 EG1910.an estimated accuracy of +/- 6 seconds.
 EG1910
 EG1910.The orthometric height was determined by differential leveling
 EG1910.and adjusted by the  in 1992.
 EG1910.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1910.rate of 0.0 thru 1.0 mm/km.
 EG1910
 EG1910.The geoid height was determined by GEOID03.
 EG1910
 EG1910.The dynamic height is computed by dividing the NAVD 88
 EG1910.geopotential number by the normal gravity value computed on the
 EG1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1910.degrees latitude (g = 980.6199 gals.).
 EG1910
 EG1910.The modeled gravity was interpolated from observed gravity values.
 EG1910
 EG1910;                    North         East    Units  Estimated Accuracy
 EG1910;SPC MS E     -   533,590.      255,900.      MT  (+/- 180 meters Scaled)
 EG1910
 EG1910                          SUPERSEDED SURVEY CONTROL
 EG1910
 EG1910.No superseded survey control is available for this station.
 EG1910
 EG1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC872991(NAD 83)
 EG1910_MARKER: DR = REFERENCE MARK DISK
 EG1910_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1910_SP_SET: BRIDGE ABUTMENT
 EG1910_STAMPING: BM 6V 13 1984
 EG1910_MARK LOGO: MSHD  
 EG1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1910+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1910
 EG1910  HISTORY     - Date     Condition        Report By
 EG1910  HISTORY     - 1984     MONUMENTED       MSHD
 EG1910
 EG1910                          STATION DESCRIPTION
 EG1910
 EG1910'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1910'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1910'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1910'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1910'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1910'CHURCH, CONTINUE ON HIGHWAY 6 FOR 7.73 KM (4.80 MI) TO BRIDGE OVER
 EG1910'EAST KETTLE CREEK AND MARK ON THE LEFT AND 3.35 M (11.0 FT) NORTH
 EG1910'OF CENTER OF HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1911 ***********************************************************************
 EG1911  DESIGNATION -  6 V 14
 EG1911  PID         -  EG1911
 EG1911  STATE/COUNTY-  MS/LAFAYETTE
 EG1911  USGS QUAD   -  DENMARK (1980)
 EG1911
 EG1911                         *CURRENT SURVEY CONTROL
 EG1911  ___________________________________________________________________
 EG1911* NAD 83(1986)-  34 18 38.     (N)    089 18 08.     (W)     SCALED    
 EG1911* NAVD 88     -       143.427  (meters)     470.56   (feet)  POSTED    
 EG1911  ___________________________________________________________________
 EG1911  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EG1911  DYNAMIC HT  -         143.290 (meters)     470.11  (feet)  COMP
 EG1911  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 EG1911
 EG1911  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1911
 EG1911.The horizontal coordinates were scaled from a topographic map and have
 EG1911.an estimated accuracy of +/- 6 seconds.
 EG1911
 EG1911.The orthometric height was determined by differential leveling
 EG1911.and adjusted by the  in 1992.
 EG1911.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1911.rate of 0.0 thru 1.0 mm/km.
 EG1911
 EG1911.The geoid height was determined by GEOID03.
 EG1911
 EG1911.The dynamic height is computed by dividing the NAVD 88
 EG1911.geopotential number by the normal gravity value computed on the
 EG1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1911.degrees latitude (g = 980.6199 gals.).
 EG1911
 EG1911.The modeled gravity was interpolated from observed gravity values.
 EG1911
 EG1911;                    North         East    Units  Estimated Accuracy
 EG1911;SPC MS E     -   533,490.      256,840.      MT  (+/- 180 meters Scaled)
 EG1911
 EG1911                          SUPERSEDED SURVEY CONTROL
 EG1911
 EG1911.No superseded survey control is available for this station.
 EG1911
 EG1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC881989(NAD 83)
 EG1911_MARKER: DR = REFERENCE MARK DISK
 EG1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1911_SP_SET: CONCRETE POST
 EG1911_STAMPING: BM 6V 14 1984
 EG1911_MARK LOGO: MSHD  
 EG1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1911+STABILITY: SURFACE MOTION
 EG1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1911+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1911
 EG1911  HISTORY     - Date     Condition        Report By
 EG1911  HISTORY     - 1984     MONUMENTED       MSHD
 EG1911
 EG1911                          STATION DESCRIPTION
 EG1911
 EG1911'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1911'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1911'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1911'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1911'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1911'CHURCH, CONTINUE AHEAD FOR 8.94 KM (5.55 MI) TO A CROSSROAD AND THE
 EG1911'MARK IN THE NORTHWEST QUADRANT.  IT IS 15.85 M (52.0 FT) NORTH CENTER
 EG1911'OF HIGHWAY 6, 8.84 M (29.0 FT) WEST CENTER OF GRAVEL ROAD, 1.07 M
 EG1911'(3.5 FT) NORTHEAST OF A 8 INCH PINE TREE AND IS SET IN THE TOP OF A
 EG1911'ROUND CONCRET POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1912 ***********************************************************************
 EG1912  DESIGNATION -  6 V 15
 EG1912  PID         -  EG1912
 EG1912  STATE/COUNTY-  MS/LAFAYETTE
 EG1912  USGS QUAD   -  DENMARK (1980)
 EG1912
 EG1912                         *CURRENT SURVEY CONTROL
 EG1912  ___________________________________________________________________
 EG1912* NAD 83(1986)-  34 18 32.     (N)    089 17 12.     (W)     SCALED    
 EG1912* NAVD 88     -       131.078  (meters)     430.05   (feet)  POSTED    
 EG1912  ___________________________________________________________________
 EG1912  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EG1912  DYNAMIC HT  -         130.950 (meters)     429.63  (feet)  COMP
 EG1912  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 EG1912
 EG1912  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1912
 EG1912.The horizontal coordinates were scaled from a topographic map and have
 EG1912.an estimated accuracy of +/- 6 seconds.
 EG1912
 EG1912.The orthometric height was determined by differential leveling
 EG1912.and adjusted by the  in 1992.
 EG1912.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1912.rate of 0.0 thru 1.0 mm/km.
 EG1912
 EG1912.The geoid height was determined by GEOID03.
 EG1912
 EG1912.The dynamic height is computed by dividing the NAVD 88
 EG1912.geopotential number by the normal gravity value computed on the
 EG1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1912.degrees latitude (g = 980.6199 gals.).
 EG1912
 EG1912.The modeled gravity was interpolated from observed gravity values.
 EG1912
 EG1912;                    North         East    Units  Estimated Accuracy
 EG1912;SPC MS E     -   533,300.      258,270.      MT  (+/- 180 meters Scaled)
 EG1912
 EG1912                          SUPERSEDED SURVEY CONTROL
 EG1912
 EG1912.No superseded survey control is available for this station.
 EG1912
 EG1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC895987(NAD 83)
 EG1912_MARKER: DR = REFERENCE MARK DISK
 EG1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1912_SP_SET: CONCRETE POST
 EG1912_STAMPING: BM 6V 15 1984
 EG1912_MARK LOGO: MSHD  
 EG1912_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1912+STABILITY: SURFACE MOTION
 EG1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1912+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1912
 EG1912  HISTORY     - Date     Condition        Report By
 EG1912  HISTORY     - 1984     MONUMENTED       MSHD
 EG1912
 EG1912                          STATION DESCRIPTION
 EG1912
 EG1912'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1912'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1912'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1912'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1912'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1912'CHURCH, CONTINUE AHEAD FOR 10.47 KM (6.50 MI) TO A DRIVEWAY TO A
 EG1912'PASTURE AND AN OLD PINK STUCCO HOUSE AND THE MARK ON THE LEFT.  IT IS
 EG1912'14.63 M (48.0 FT) NORTH CENTER OF HIGHWAY, 3.35 M (11.0 FT) OF A
 EG1912'GRAVEL DRIVE, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF
 EG1912'A CARSONITE WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7788 ***********************************************************************
 AJ7788  DESIGNATION -  6 V 16 RESET
 AJ7788  PID         -  AJ7788
 AJ7788  STATE/COUNTY-  MS/LAFAYETTE
 AJ7788  USGS QUAD   -  DENMARK (1980)
 AJ7788
 AJ7788                         *CURRENT SURVEY CONTROL
 AJ7788  ___________________________________________________________________
 AJ7788* NAD 83(2007)-  34 18 12.07638(N)    089 16 07.51931(W)     ADJUSTED  
 AJ7788* NAVD 88     -       119.1    (meters)     391.     (feet)  GPS OBS   
 AJ7788  ___________________________________________________________________
 AJ7788  EPOCH DATE  -        2002.00
 AJ7788  X           -      67,313.932 (meters)                     COMP
 AJ7788  Y           -  -5,274,014.505 (meters)                     COMP
 AJ7788  Z           -   3,574,345.378 (meters)                     COMP
 AJ7788  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AJ7788  ELLIP HEIGHT-          92.161 (meters)          (02/10/07) ADJUSTED
 AJ7788  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AJ7788
 AJ7788  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7788  Type    PID    Designation                      North   East  Ellip
 AJ7788  -------------------------------------------------------------------
 AJ7788  NETWORK AJ7788 6 V 16 RESET                      0.33   0.29   1.49
 AJ7788  -------------------------------------------------------------------
 AJ7788
 AJ7788.The horizontal coordinates were established by GPS observations
 AJ7788.and adjusted by the National Geodetic Survey in February 2007.
 AJ7788
 AJ7788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7788.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7788.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7788.The epoch date for horizontal control is a decimal equivalence
 AJ7788.of Year/Month/Day.
 AJ7788
 AJ7788.The orthometric height was determined by GPS observations and a
 AJ7788.high-resolution geoid model.
 AJ7788
 AJ7788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7788
 AJ7788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7788
 AJ7788.The ellipsoidal height was determined by GPS observations
 AJ7788.and is referenced to NAD 83.
 AJ7788
 AJ7788.The geoid height was determined by GEOID03.
 AJ7788
 AJ7788;                    North         East     Units Scale Factor Converg.
 AJ7788;SPC MS E     -   532,681.010   259,919.050   MT  0.99996979   -0 14 43.4
 AJ7788;SPC MS E     - 1,747,637.61    852,751.08   sFT  0.99996979   -0 14 43.4
 AJ7788;UTM  16      - 3,798,122.532   291,213.004   MT  1.00013736   -1 16 44.7
 AJ7788
 AJ7788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7788!SPC MS E     -   0.99998553  x   0.99996979  =   0.99995532
 AJ7788!UTM  16      -   0.99998553  x   1.00013736  =   1.00012289
 AJ7788
 AJ7788                          SUPERSEDED SURVEY CONTROL
 AJ7788
 AJ7788  NAD 83(1993)-  34 18 12.07608(N)    089 16 07.51930(W) AD(       ) B
 AJ7788  ELLIP H (07/22/02)   92.168  (m)                       GP(       ) 1 1
 AJ7788  ELLIP H (04/15/02)   92.199  (m)                       GP(       ) 4 2
 AJ7788  NAD 83(1993)-  34 18 12.07616(N)    089 16 07.51962(W) AD(       ) 1
 AJ7788  ELLIP H (02/15/02)   92.195  (m)                       GP(       ) 4 1
 AJ7788
 AJ7788.Superseded values are not recommended for survey control.
 AJ7788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7788.See file dsdata.txt to determine how the superseded data were derived.
 AJ7788
 AJ7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC9121398123(NAD 83)
 AJ7788_MARKER: DR = REFERENCE MARK DISK
 AJ7788_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7788_SP_SET: BRIDGE ABUTMENT
 AJ7788_STAMPING: BM 6V16 RESET 1992
 AJ7788_MARK LOGO: MSHD  
 AJ7788_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7788+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ7788
 AJ7788  HISTORY     - Date     Condition        Report By
 AJ7788  HISTORY     - 1992     MONUMENTED       MSHD
 AJ7788  HISTORY     - 20000901 GOOD             NGS
 AJ7788
 AJ7788                          STATION DESCRIPTION
 AJ7788
 AJ7788'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7788'THE STATION IS IN A HIGHWAY BRIDGE CARRYING EASTBOUND ROUTE 6 OVER
 AJ7788'MCGLAWIN CREEK, LOCATED ABOUT 14.6 MILES (23.5 KM) EAST OF OXFORD (AT
 AJ7788'RTE 7) AND 1.3 MI (2.1 KM) WEST OF THE LAFAYETTE COUNTY LINE.  TO
 AJ7788'REACH THE STATION FROM THE INTERSECTION OF RTES 6 AND 76 WEST OF
 AJ7788'PONTOTOC, MS, DRIVE WEST ON RTE 6 FOR 8.5 MI (13.7 KM) TO THE STATION
 AJ7788'ON THE LEFT, ON THE OPPOSITE BRIDGE.  THE STATION IS SET IN THE NORTH
 AJ7788'(MEDIAN) END OF THE WEST ABUTMENT OF THE BRIDGE UNDER THE EASTBOUND
 AJ7788'LANES, AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1914 ***********************************************************************
 EG1914  DESIGNATION -  6 V 17
 EG1914  PID         -  EG1914
 EG1914  STATE/COUNTY-  MS/LAFAYETTE
 EG1914  USGS QUAD   -  DENMARK (1980)
 EG1914
 EG1914                         *CURRENT SURVEY CONTROL
 EG1914  ___________________________________________________________________
 EG1914* NAD 83(1986)-  34 18 06.     (N)    089 15 10.     (W)     SCALED    
 EG1914* NAVD 88     -       137.314  (meters)     450.50   (feet)  POSTED    
 EG1914  ___________________________________________________________________
 EG1914  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EG1914  DYNAMIC HT  -         137.180 (meters)     450.06  (feet)  COMP
 EG1914  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EG1914
 EG1914  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1914
 EG1914.The horizontal coordinates were scaled from a topographic map and have
 EG1914.an estimated accuracy of +/- 6 seconds.
 EG1914
 EG1914.The orthometric height was determined by differential leveling
 EG1914.and adjusted by the  in 1992.
 EG1914.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1914.rate of 0.0 thru 1.0 mm/km.
 EG1914
 EG1914.The geoid height was determined by GEOID03.
 EG1914
 EG1914.The dynamic height is computed by dividing the NAVD 88
 EG1914.geopotential number by the normal gravity value computed on the
 EG1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1914.degrees latitude (g = 980.6199 gals.).
 EG1914
 EG1914.The modeled gravity was interpolated from observed gravity values.
 EG1914
 EG1914;                    North         East    Units  Estimated Accuracy
 EG1914;SPC MS E     -   532,490.      261,390.      MT  (+/- 180 meters Scaled)
 EG1914
 EG1914                          SUPERSEDED SURVEY CONTROL
 EG1914
 EG1914.No superseded survey control is available for this station.
 EG1914
 EG1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC926979(NAD 83)
 EG1914_MARKER: DR = REFERENCE MARK DISK
 EG1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1914_SP_SET: CONCRETE POST
 EG1914_STAMPING: BM 6V 17 1984
 EG1914_MARK LOGO: MSHD  
 EG1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1914+STABILITY: SURFACE MOTION
 EG1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1914+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1914
 EG1914  HISTORY     - Date     Condition        Report By
 EG1914  HISTORY     - 1984     MONUMENTED       MSHD
 EG1914
 EG1914                          STATION DESCRIPTION
 EG1914
 EG1914'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1914'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1914'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1914'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1914'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1914'CHURCH, CONTINUE FOR 15.3 KM (9.50 MI) TO A DRIVEWAY NORTH AND THE
 EG1914'MARK ON THE LEFT.  TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC,
 EG1914'GO WEST ON HIGHWAY 6 FOR 21.82 KM (13.55 MI) TO COUNTY LINE, CONTINUE
 EG1914'0.48 KM (0.30 MI) TO MARK ON THE RIGHT.  IT IS 16.45 M (54.0 FT) NORTH
 EG1914'CENTER OF HIGHWAY 6, 7.62 M (25.0 FT) WEST CENTER OF GRAVEL DRIVEWAY,
 EG1914'7.01 M (23.0 FT) EAST OF A 30 INCH OAK TREE, 1.52 M (5.0 FT) WEST OF
 EG1914'18 INCH GUM TREE AND 0.3 M (1.0 FT) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1915 ***********************************************************************
 EG1915  DESIGNATION -  6 V 17 A
 EG1915  PID         -  EG1915
 EG1915  STATE/COUNTY-  MS/LAFAYETTE
 EG1915  USGS QUAD   -  DENMARK (1980)
 EG1915
 EG1915                         *CURRENT SURVEY CONTROL
 EG1915  ___________________________________________________________________
 EG1915* NAD 83(1986)-  34 18 05.     (N)    089 15 09.     (W)     SCALED    
 EG1915* NAVD 88     -       133.491  (meters)     437.96   (feet)  POSTED    
 EG1915  ___________________________________________________________________
 EG1915  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EG1915  DYNAMIC HT  -         133.360 (meters)     437.53  (feet)  COMP
 EG1915  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 EG1915
 EG1915  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1915
 EG1915.The horizontal coordinates were scaled from a topographic map and have
 EG1915.an estimated accuracy of +/- 6 seconds.
 EG1915
 EG1915.The orthometric height was determined by differential leveling
 EG1915.and adjusted by the  in 1992.
 EG1915.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1915.rate of 0.0 thru 1.0 mm/km.
 EG1915
 EG1915.The geoid height was determined by GEOID03.
 EG1915
 EG1915.The dynamic height is computed by dividing the NAVD 88
 EG1915.geopotential number by the normal gravity value computed on the
 EG1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1915.degrees latitude (g = 980.6199 gals.).
 EG1915
 EG1915.The modeled gravity was interpolated from observed gravity values.
 EG1915
 EG1915;                    North         East    Units  Estimated Accuracy
 EG1915;SPC MS E     -   532,460.      261,410.      MT  (+/- 180 meters Scaled)
 EG1915
 EG1915                          SUPERSEDED SURVEY CONTROL
 EG1915
 EG1915.No superseded survey control is available for this station.
 EG1915
 EG1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC927978(NAD 83)
 EG1915_MARKER: DR = REFERENCE MARK DISK
 EG1915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1915_SP_SET: HEADWALL
 EG1915_STAMPING: BM 6V 17A 1984
 EG1915_MARK LOGO: MSHD  
 EG1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1915+STABILITY: SURFACE MOTION
 EG1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1915+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1915
 EG1915  HISTORY     - Date     Condition        Report By
 EG1915  HISTORY     - 1984     MONUMENTED       MSHD
 EG1915
 EG1915                          STATION DESCRIPTION
 EG1915
 EG1915'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1915'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1915'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1915'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1915'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1915'CHURCH, CONTINUE ON HIGHWAY 6 FOR 15.36 KM (9.55 MI) TO THE MARK ON
 EG1915'THE LEFT OR TO REACH FROM THE JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO
 EG1915'WEST ON HIGHWAY 6 FOR 21.82 KM (13.55 MI) TO COUNTY LINE, CONTINE
 EG1915'AHEAD 0.40 KM (0.25 MI) AND MARK ON THE RIGHT.  IT IS ABOUT 106.68 M
 EG1915'(350.0 FT) EAST OF GRAVEL DRIVEWAY, 10.67 M (35.0 FT) NORTH CENTER OF
 EG1915'HIGHWAY 6 AND IN THE NORTHWEST CORNER OF THE NORTH HEADWALL OF A 24
 EG1915'INCH CONCRETE PIPE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1916 ***********************************************************************
 EG1916  DESIGNATION -  6 V 18
 EG1916  PID         -  EG1916
 EG1916  STATE/COUNTY-  MS/PONTOTOC
 EG1916  USGS QUAD   -  THAXTON (1980)
 EG1916
 EG1916                         *CURRENT SURVEY CONTROL
 EG1916  ___________________________________________________________________
 EG1916* NAD 83(1986)-  34 18 00.     (N)    089 14 25.     (W)     SCALED    
 EG1916* NAVD 88     -       130.032  (meters)     426.61   (feet)  POSTED    
 EG1916  ___________________________________________________________________
 EG1916  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EG1916  DYNAMIC HT  -         129.900 (meters)     426.18  (feet)  COMP
 EG1916  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EG1916
 EG1916  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1916
 EG1916.The horizontal coordinates were scaled from a topographic map and have
 EG1916.an estimated accuracy of +/- 6 seconds.
 EG1916
 EG1916.The orthometric height was determined by differential leveling
 EG1916.and adjusted by the  in 1992.
 EG1916.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1916.rate of 0.0 thru 1.0 mm/km.
 EG1916
 EG1916.The geoid height was determined by GEOID03.
 EG1916
 EG1916.The dynamic height is computed by dividing the NAVD 88
 EG1916.geopotential number by the normal gravity value computed on the
 EG1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1916.degrees latitude (g = 980.6199 gals.).
 EG1916
 EG1916.The modeled gravity was interpolated from observed gravity values.
 EG1916
 EG1916;                    North         East    Units  Estimated Accuracy
 EG1916;SPC MS E     -   532,300.      262,540.      MT  (+/- 180 meters Scaled)
 EG1916
 EG1916                          SUPERSEDED SURVEY CONTROL
 EG1916
 EG1916.No superseded survey control is available for this station.
 EG1916
 EG1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC938976(NAD 83)
 EG1916_MARKER: DR = REFERENCE MARK DISK
 EG1916_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1916_SP_SET: HEADWALL
 EG1916_STAMPING: BM 6V 18 1984
 EG1916_MARK LOGO: MSHD  
 EG1916_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1916+STABILITY: SURFACE MOTION
 EG1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1916+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1916
 EG1916  HISTORY     - Date     Condition        Report By
 EG1916  HISTORY     - 1984     MONUMENTED       MSHD
 EG1916
 EG1916                          STATION DESCRIPTION
 EG1916
 EG1916'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1916'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 9 IN PONTOTOC GO 15.3 KM
 EG1916'(9.50 MI) WEST ALONG STATE HIGHWAY 6 TO A CROSSROAD AND CONTINUE WEST
 EG1916'ON HIGHWAY 6 FOR 6.04 KM (3.75 MI) TO THE MARK ON THE RIGHT.  IT IS
 EG1916'6.1 M (20.0 FT) NORTH CENTER OF HIGHWAY 6, SET IN A DRILL HOLE IN THE
 EG1916'NORTHWEST CORNER OF HEADWALL OF CONCRETE CULVERT AND 0.3 M (1.0 FT)
 EG1916'NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1917 ***********************************************************************
 EG1917  DESIGNATION -  6 V 19
 EG1917  PID         -  EG1917
 EG1917  STATE/COUNTY-  MS/PONTOTOC
 EG1917  USGS QUAD   -  THAXTON (1980)
 EG1917
 EG1917                         *CURRENT SURVEY CONTROL
 EG1917  ___________________________________________________________________
 EG1917* NAD 83(1986)-  34 17 55.     (N)    089 13 52.     (W)     SCALED    
 EG1917* NAVD 88     -       128.737  (meters)     422.36   (feet)  POSTED    
 EG1917  ___________________________________________________________________
 EG1917  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EG1917  DYNAMIC HT  -         128.610 (meters)     421.95  (feet)  COMP
 EG1917  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EG1917
 EG1917  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1917
 EG1917.The horizontal coordinates were scaled from a topographic map and have
 EG1917.an estimated accuracy of +/- 6 seconds.
 EG1917
 EG1917.The orthometric height was determined by differential leveling
 EG1917.and adjusted by the  in 1992.
 EG1917.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1917.rate of 0.0 thru 1.0 mm/km.
 EG1917
 EG1917.The geoid height was determined by GEOID03.
 EG1917
 EG1917.The dynamic height is computed by dividing the NAVD 88
 EG1917.geopotential number by the normal gravity value computed on the
 EG1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1917.degrees latitude (g = 980.6199 gals.).
 EG1917
 EG1917.The modeled gravity was interpolated from observed gravity values.
 EG1917
 EG1917;                    North         East    Units  Estimated Accuracy
 EG1917;SPC MS E     -   532,140.      263,380.      MT  (+/- 180 meters Scaled)
 EG1917
 EG1917                          SUPERSEDED SURVEY CONTROL
 EG1917
 EG1917.No superseded survey control is available for this station.
 EG1917
 EG1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC946975(NAD 83)
 EG1917_MARKER: DR = REFERENCE MARK DISK
 EG1917_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1917_SP_SET: HEADWALL
 EG1917_STAMPING: BM 6V 19 1984
 EG1917_MARK LOGO: MSHD  
 EG1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1917+STABILITY: SURFACE MOTION
 EG1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1917+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1917
 EG1917  HISTORY     - Date     Condition        Report By
 EG1917  HISTORY     - 1984     MONUMENTED       MSHD
 EG1917
 EG1917                          STATION DESCRIPTION
 EG1917
 EG1917'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1917'TO REACH FROM THE JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1917'HIGHWAY 6 , GO 15.3 KM (9.50 MI) TO INTERSECTION OF ROAD TO THAXTON,
 EG1917'CONTINUE ON HIGHWAY 6 FOR 4.75 KM (2.95 MI) TO THE MARK ON THE RIGHT.
 EG1917'IT IS 6.4 M (21.0 FT) NORTH CENTER OF HIGHWAY 6, IN A DRILL HOLE IN
 EG1917'THE NORTHWEST CORNER OF A BOX CULVERT AND 0.3 M (1.0 FT) EAST OF A
 EG1917'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1896 ***********************************************************************
 EG1896  DESIGNATION -  6 V 2
 EG1896  PID         -  EG1896
 EG1896  STATE/COUNTY-  MS/LAFAYETTE
 EG1896  USGS QUAD   -  YOCONA (1980)
 EG1896
 EG1896                         *CURRENT SURVEY CONTROL
 EG1896  ___________________________________________________________________
 EG1896* NAD 83(1986)-  34 21 40.     (N)    089 29 30.     (W)     SCALED    
 EG1896* NAVD 88     -       131.780  (meters)     432.35   (feet)  POSTED    
 EG1896  ___________________________________________________________________
 EG1896  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EG1896  DYNAMIC HT  -         131.650 (meters)     431.92  (feet)  COMP
 EG1896  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EG1896
 EG1896  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1896
 EG1896.The horizontal coordinates were scaled from a topographic map and have
 EG1896.an estimated accuracy of +/- 6 seconds.
 EG1896
 EG1896.The orthometric height was determined by differential leveling
 EG1896.and adjusted by the  in 1992.
 EG1896.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1896.rate of 0.0 thru 1.0 mm/km.
 EG1896
 EG1896.The geoid height was determined by GEOID03.
 EG1896
 EG1896.The dynamic height is computed by dividing the NAVD 88
 EG1896.geopotential number by the normal gravity value computed on the
 EG1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1896.degrees latitude (g = 980.6199 gals.).
 EG1896
 EG1896.The modeled gravity was interpolated from observed gravity values.
 EG1896
 EG1896;                    North         East    Units  Estimated Accuracy
 EG1896;SPC MS E     -   539,200.      239,440.      MT  (+/- 180 meters Scaled)
 EG1896
 EG1896                          SUPERSEDED SURVEY CONTROL
 EG1896
 EG1896.No superseded survey control is available for this station.
 EG1896
 EG1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD708050(NAD 83)
 EG1896_MARKER: DR = REFERENCE MARK DISK
 EG1896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1896_SP_SET: HEADWALL
 EG1896_STAMPING: BM 6V 2 1984
 EG1896_MARK LOGO: MSHD  
 EG1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1896+STABILITY: SURFACE MOTION
 EG1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1896+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1896
 EG1896  HISTORY     - Date     Condition        Report By
 EG1896  HISTORY     - 1984     MONUMENTED       MSHD
 EG1896
 EG1896                          STATION DESCRIPTION
 EG1896
 EG1896'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1896'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1896'KM (0.10 MI) TO THE UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT AND GO
 EG1896'EAST ON UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION ON NEW HIGHWAY
 EG1896'6 AND THE MARK ON THE RIGHT.  IT IS 12.34 M (40.5 FT) NORTH CENTER OF
 EG1896'WESTBOUND LAND ON NEW HIGHWAY 6, 0.3 M (1.0 FT) WEST OF A CARSONITE
 EG1896'WITNESS POST AND MARK IS IN THE NORTH HEADWALL OF A CONCRETE PIPE
 EG1896'CULVERT UNDER HIGHWAY 6 AT THE JUNCTION OF OLD HIGHWAY 6 IN THE
 EG1896'NORTHWEST QUADRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1918 ***********************************************************************
 EG1918  DESIGNATION -  6 V 20
 EG1918  PID         -  EG1918
 EG1918  STATE/COUNTY-  MS/PONTOTOC
 EG1918  USGS QUAD   -  THAXTON (1980)
 EG1918
 EG1918                         *CURRENT SURVEY CONTROL
 EG1918  ___________________________________________________________________
 EG1918* NAD 83(1986)-  34 17 50.     (N)    089 13 00.     (W)     SCALED    
 EG1918* NAVD 88     -       143.512  (meters)     470.84   (feet)  POSTED    
 EG1918  ___________________________________________________________________
 EG1918  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EG1918  DYNAMIC HT  -         143.370 (meters)     470.37  (feet)  COMP
 EG1918  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 EG1918
 EG1918  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1918
 EG1918.The horizontal coordinates were scaled from a topographic map and have
 EG1918.an estimated accuracy of +/- 6 seconds.
 EG1918
 EG1918.The orthometric height was determined by differential leveling
 EG1918.and adjusted by the  in 1992.
 EG1918.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1918.rate of 0.0 thru 1.0 mm/km.
 EG1918
 EG1918.The geoid height was determined by GEOID03.
 EG1918
 EG1918.The dynamic height is computed by dividing the NAVD 88
 EG1918.geopotential number by the normal gravity value computed on the
 EG1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1918.degrees latitude (g = 980.6199 gals.).
 EG1918
 EG1918.The modeled gravity was interpolated from observed gravity values.
 EG1918
 EG1918;                    North         East    Units  Estimated Accuracy
 EG1918;SPC MS E     -   531,980.      264,710.      MT  (+/- 180 meters Scaled)
 EG1918
 EG1918                          SUPERSEDED SURVEY CONTROL
 EG1918
 EG1918.No superseded survey control is available for this station.
 EG1918
 EG1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC959973(NAD 83)
 EG1918_MARKER: DR = REFERENCE MARK DISK
 EG1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1918_SP_SET: CONCRETE POST
 EG1918_STAMPING: BM 6V 20 1984
 EG1918_MARK LOGO: MSHD  
 EG1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1918+STABILITY: SURFACE MOTION
 EG1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1918+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1918
 EG1918  HISTORY     - Date     Condition        Report By
 EG1918  HISTORY     - 1984     MONUMENTED       MSHD
 EG1918
 EG1918                          STATION DESCRIPTION
 EG1918
 EG1918'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1918'TO REACH FROM JUNCTION HIGHWAYS 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1918'HIGHWAY 6, GO 15.3 KM (9.50 MI) TO JUNCTION ROAD TO THAXTON, CONTINUE
 EG1918'ON HIGHWAY 6 FOR 3.38 KM (2.10 MI) TO THE BELLEVUE BAPTIST CHURCH AND
 EG1918'THE MARK ON THE RIGHT.  IT IS 31.09 M (102.0 FT) NORTH CENTER HIGHWAY
 EG1918'6, 24.69 M (81.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF THE CHURCH, .76
 EG1918'M (2.5 FT) SOUTH OF A POWER POST AND SET IN TOP OF A ROUND CONCRETE
 EG1918'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1919 ***********************************************************************
 EG1919  DESIGNATION -  6 V 21
 EG1919  PID         -  EG1919
 EG1919  STATE/COUNTY-  MS/PONTOTOC
 EG1919  USGS QUAD   -  THAXTON (1980)
 EG1919
 EG1919                         *CURRENT SURVEY CONTROL
 EG1919  ___________________________________________________________________
 EG1919* NAD 83(1986)-  34 17 38.     (N)    089 11 55.     (W)     SCALED    
 EG1919* NAVD 88     -       139.130  (meters)     456.46   (feet)  POSTED    
 EG1919  ___________________________________________________________________
 EG1919  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EG1919  DYNAMIC HT  -         138.990 (meters)     456.00  (feet)  COMP
 EG1919  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 EG1919
 EG1919  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1919
 EG1919.The horizontal coordinates were scaled from a topographic map and have
 EG1919.an estimated accuracy of +/- 6 seconds.
 EG1919
 EG1919.The orthometric height was determined by differential leveling
 EG1919.and adjusted by the  in 1992.
 EG1919.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1919.rate of 0.0 thru 1.0 mm/km.
 EG1919
 EG1919.The geoid height was determined by GEOID03.
 EG1919
 EG1919.The dynamic height is computed by dividing the NAVD 88
 EG1919.geopotential number by the normal gravity value computed on the
 EG1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1919.degrees latitude (g = 980.6199 gals.).
 EG1919
 EG1919.The modeled gravity was interpolated from observed gravity values.
 EG1919
 EG1919;                    North         East    Units  Estimated Accuracy
 EG1919;SPC MS E     -   531,610.      266,370.      MT  (+/- 180 meters Scaled)
 EG1919
 EG1919                          SUPERSEDED SURVEY CONTROL
 EG1919
 EG1919.No superseded survey control is available for this station.
 EG1919
 EG1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC976969(NAD 83)
 EG1919_MARKER: DR = REFERENCE MARK DISK
 EG1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1919_SP_SET: CONCRETE POST
 EG1919_STAMPING: BM 6V 21 1984
 EG1919_MARK LOGO: MSHD  
 EG1919_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1919+STABILITY: SURFACE MOTION
 EG1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1919+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1919
 EG1919  HISTORY     - Date     Condition        Report By
 EG1919  HISTORY     - 1984     MONUMENTED       MSHD
 EG1919
 EG1919                          STATION DESCRIPTION
 EG1919
 EG1919'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1919'TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON HIGHWAY
 EG1919'6 GO 15.3 KM (9.50 MI) TO A CROSSROAD, CONTINUE ON HIGHWAY FOR 1.77 KM
 EG1919'(1.10 MI) TO MARK ON THE RIGHT.  IT IS AT A WOODS ROAD 14.33 M
 EG1919'(47.0 FT) NORTH CENTER HIGHWAY 6, 26.52 M (87.0 FT) SOUTH SOUTHEAST OF
 EG1919'3 PHASE POWER LINE POLE, 2.44 M (8.0 FT) NORTH NORTHWEST OF 18 INCH
 EG1919'PINE TREE, 2.44 M (8.0 FT) EAST CENTER WOODS ROAD AND SET IN THE TOP
 EG1919'OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1920 ***********************************************************************
 EG1920  DESIGNATION -  6 V 22
 EG1920  PID         -  EG1920
 EG1920  STATE/COUNTY-  MS/PONTOTOC
 EG1920  USGS QUAD   -  THAXTON (1980)
 EG1920
 EG1920                         *CURRENT SURVEY CONTROL
 EG1920  ___________________________________________________________________
 EG1920* NAD 83(1986)-  34 17 28.     (N)    089 10 40.     (W)     SCALED    
 EG1920* NAVD 88     -       132.958  (meters)     436.21   (feet)  POSTED    
 EG1920  ___________________________________________________________________
 EG1920  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EG1920  DYNAMIC HT  -         132.830 (meters)     435.79  (feet)  COMP
 EG1920  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EG1920
 EG1920  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1920
 EG1920.The horizontal coordinates were scaled from a topographic map and have
 EG1920.an estimated accuracy of +/- 6 seconds.
 EG1920
 EG1920.The orthometric height was determined by differential leveling
 EG1920.and adjusted by the  in 1992.
 EG1920.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1920.rate of 0.0 thru 1.0 mm/km.
 EG1920
 EG1920.The geoid height was determined by GEOID03.
 EG1920
 EG1920.The dynamic height is computed by dividing the NAVD 88
 EG1920.geopotential number by the normal gravity value computed on the
 EG1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1920.degrees latitude (g = 980.6199 gals.).
 EG1920
 EG1920.The modeled gravity was interpolated from observed gravity values.
 EG1920
 EG1920;                    North         East    Units  Estimated Accuracy
 EG1920;SPC MS E     -   531,290.      268,290.      MT  (+/- 180 meters Scaled)
 EG1920
 EG1920                          SUPERSEDED SURVEY CONTROL
 EG1920
 EG1920.No superseded survey control is available for this station.
 EG1920
 EG1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC995965(NAD 83)
 EG1920_MARKER: DR = REFERENCE MARK DISK
 EG1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1920_SP_SET: CONCRETE POST
 EG1920_STAMPING: BM 6V 22 1984
 EG1920_MARK LOGO: MSHD  
 EG1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1920+STABILITY: SURFACE MOTION
 EG1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1920+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1920
 EG1920  HISTORY     - Date     Condition        Report By
 EG1920  HISTORY     - 1984     MONUMENTED       MSHD
 EG1920
 EG1920                          STATION DESCRIPTION
 EG1920
 EG1920'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1920'TO REACH FROM JUNCTION HIGHWAYS 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1920'HIGHWAY 6, GO 15.3 KM (9.50 MI) TO INTERSECTION OF ROAD TO THAXTON AND
 EG1920'THE MARK IN THE NORTHEAST QUADRANT.  IT IS 22.86 M (75.0 FT) EAST
 EG1920'CENTER PAVED ROAD, 20.11 M (66.0 FT) NORTH CENTER HIGHWAY 6, 6.70 M
 EG1920'(22.0 FT) WEST OF A 24 INCH PINE TREE, .30 M (1.0 FT) SOUTH OF A FENCE
 EG1920'AND SET IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1921 ***********************************************************************
 EG1921  DESIGNATION -  6 V 23
 EG1921  PID         -  EG1921
 EG1921  STATE/COUNTY-  MS/PONTOTOC
 EG1921  USGS QUAD   -  THAXTON (1980)
 EG1921
 EG1921                         *CURRENT SURVEY CONTROL
 EG1921  ___________________________________________________________________
 EG1921* NAD 83(1986)-  34 17 17.     (N)    089 09 55.     (W)     SCALED    
 EG1921* NAVD 88     -       117.210  (meters)     384.55   (feet)  POSTED    
 EG1921  ___________________________________________________________________
 EG1921  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EG1921  DYNAMIC HT  -         117.090 (meters)     384.15  (feet)  COMP
 EG1921  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 EG1921
 EG1921  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1921
 EG1921.The horizontal coordinates were scaled from a topographic map and have
 EG1921.an estimated accuracy of +/- 6 seconds.
 EG1921
 EG1921.The orthometric height was determined by differential leveling
 EG1921.and adjusted by the  in 1992.
 EG1921.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1921.rate of 0.0 thru 1.0 mm/km.
 EG1921
 EG1921.The geoid height was determined by GEOID03.
 EG1921
 EG1921.The dynamic height is computed by dividing the NAVD 88
 EG1921.geopotential number by the normal gravity value computed on the
 EG1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1921.degrees latitude (g = 980.6199 gals.).
 EG1921
 EG1921.The modeled gravity was interpolated from observed gravity values.
 EG1921
 EG1921;                    North         East    Units  Estimated Accuracy
 EG1921;SPC MS E     -   530,950.      269,440.      MT  (+/- 180 meters Scaled)
 EG1921
 EG1921                          SUPERSEDED SURVEY CONTROL
 EG1921
 EG1921.No superseded survey control is available for this station.
 EG1921
 EG1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC007962(NAD 83)
 EG1921_MARKER: DR = REFERENCE MARK DISK
 EG1921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1921_SP_SET: BRIDGE ABUTMENT
 EG1921_STAMPING: BM 6V 23 1984
 EG1921_MARK LOGO: MSHD  
 EG1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1921+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1921
 EG1921  HISTORY     - Date     Condition        Report By
 EG1921  HISTORY     - 1984     MONUMENTED       MSHD
 EG1921
 EG1921                          STATION DESCRIPTION
 EG1921
 EG1921'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1921'TO REACH FROM JUNCTION OF HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1921'HIGHWAY 6, GO 14.09 KM (8.75 MI) TO AN ABUTMENT BRIDGE AND THE AND
 EG1921'MARK ON THE LEFT.  IT IS 4.88 M (16.0 FT) SOUTH CENTER HIGHWAY, 8.53 M
 EG1921'(28.0 FT) NORTHEAST OF A TELEPHONE POLE, 0.91 M (3.0 FT) SOUTH OF A
 EG1921'GUARD RAIL AND 0.3 M (1.0 FT) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1922 ***********************************************************************
 EG1922  DESIGNATION -  6 V 24
 EG1922  PID         -  EG1922
 EG1922  STATE/COUNTY-  MS/PONTOTOC
 EG1922  USGS QUAD   -  THAXTON (1980)
 EG1922
 EG1922                         *CURRENT SURVEY CONTROL
 EG1922  ___________________________________________________________________
 EG1922* NAD 83(1986)-  34 17 10.     (N)    089 09 09.     (W)     SCALED    
 EG1922* NAVD 88     -       124.031  (meters)     406.93   (feet)  POSTED    
 EG1922  ___________________________________________________________________
 EG1922  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EG1922  DYNAMIC HT  -         123.910 (meters)     406.53  (feet)  COMP
 EG1922  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 EG1922
 EG1922  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1922
 EG1922.The horizontal coordinates were scaled from a topographic map and have
 EG1922.an estimated accuracy of +/- 6 seconds.
 EG1922
 EG1922.The orthometric height was determined by differential leveling
 EG1922.and adjusted by the  in 1992.
 EG1922.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1922.rate of 0.0 thru 1.0 mm/km.
 EG1922
 EG1922.The geoid height was determined by GEOID03.
 EG1922
 EG1922.The dynamic height is computed by dividing the NAVD 88
 EG1922.geopotential number by the normal gravity value computed on the
 EG1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1922.degrees latitude (g = 980.6199 gals.).
 EG1922
 EG1922.The modeled gravity was interpolated from observed gravity values.
 EG1922
 EG1922;                    North         East    Units  Estimated Accuracy
 EG1922;SPC MS E     -   530,730.      270,610.      MT  (+/- 180 meters Scaled)
 EG1922
 EG1922                          SUPERSEDED SURVEY CONTROL
 EG1922
 EG1922.No superseded survey control is available for this station.
 EG1922
 EG1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC018959(NAD 83)
 EG1922_MARKER: DR = REFERENCE MARK DISK
 EG1922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1922_SP_SET: HEADWALL
 EG1922_STAMPING: BM 6V 24 1984
 EG1922_MARK LOGO: MSHD  
 EG1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1922+STABILITY: SURFACE MOTION
 EG1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1922+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1922
 EG1922  HISTORY     - Date     Condition        Report By
 EG1922  HISTORY     - 1984     MONUMENTED       MSHD
 EG1922
 EG1922                          STATION DESCRIPTION
 EG1922
 EG1922'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1922'TO REACH FROM JUNCTION OF HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1922'HIGHWAY 6, GO 12.8 KM (7.95 MI) TO THE MARK ON THE LEFT.  IT IS 11.58
 EG1922'M (38.0 FT) NORTH CENTER OF HIGHWAY IN THE NORTHEAST END OF THE
 EG1922'HEADWALL OF A BOX CULVERT AND 0.3 M (1.0 FT) EAST OF A CARSONITE
 EG1922'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1923 ***********************************************************************
 EG1923  DESIGNATION -  6 V 25
 EG1923  PID         -  EG1923
 EG1923  STATE/COUNTY-  MS/PONTOTOC
 EG1923  USGS QUAD   -  THAXTON (1980)
 EG1923
 EG1923                         *CURRENT SURVEY CONTROL
 EG1923  ___________________________________________________________________
 EG1923* NAD 83(1986)-  34 17 00.     (N)    089 08 20.     (W)     SCALED    
 EG1923* NAVD 88     -       124.140  (meters)     407.28   (feet)  POSTED    
 EG1923  ___________________________________________________________________
 EG1923  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EG1923  DYNAMIC HT  -         124.020 (meters)     406.89  (feet)  COMP
 EG1923  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 EG1923
 EG1923  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1923
 EG1923.The horizontal coordinates were scaled from a topographic map and have
 EG1923.an estimated accuracy of +/- 6 seconds.
 EG1923
 EG1923.The orthometric height was determined by differential leveling
 EG1923.and adjusted by the  in 1992.
 EG1923.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1923.rate of 0.0 thru 1.0 mm/km.
 EG1923
 EG1923.The geoid height was determined by GEOID03.
 EG1923
 EG1923.The dynamic height is computed by dividing the NAVD 88
 EG1923.geopotential number by the normal gravity value computed on the
 EG1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1923.degrees latitude (g = 980.6199 gals.).
 EG1923
 EG1923.The modeled gravity was interpolated from observed gravity values.
 EG1923
 EG1923;                    North         East    Units  Estimated Accuracy
 EG1923;SPC MS E     -   530,420.      271,870.      MT  (+/- 180 meters Scaled)
 EG1923
 EG1923                          SUPERSEDED SURVEY CONTROL
 EG1923
 EG1923.No superseded survey control is available for this station.
 EG1923
 EG1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC031956(NAD 83)
 EG1923_MARKER: DR = REFERENCE MARK DISK
 EG1923_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1923_SP_SET: HEADWALL
 EG1923_STAMPING: BM 6V 25 1984
 EG1923_MARK LOGO: MSHD  
 EG1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1923+STABILITY: SURFACE MOTION
 EG1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1923+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1923
 EG1923  HISTORY     - Date     Condition        Report By
 EG1923  HISTORY     - 1984     MONUMENTED       MSHD
 EG1923
 EG1923                          STATION DESCRIPTION
 EG1923
 EG1923'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1923'TO REACH FROM JUNCTION HIGHWAYS 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1923'HIGHWAY 6, GO 11.43 KM (7.10 MI) TO THE MARK ON THE RIGHT.  IT IS 12.5
 EG1923'M (41.0 FT) WEST CENTER GRAVEL DRIVEWAY, 8.23 M (27.0 FT) SOUTHEAST OF
 EG1923'A 20 INCH GUM TREE, 7.01 M (23.0 FT) NORTH CENTER OF HIGHWAY IN THE
 EG1923'NORTHEAST END OF THE HEADWALL IN A BOX CULVERT AND 0.3 M (1.0 FT) WEST
 EG1923'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1924 ***********************************************************************
 EG1924  DESIGNATION -  6 V 26
 EG1924  PID         -  EG1924
 EG1924  STATE/COUNTY-  MS/PONTOTOC
 EG1924  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1924
 EG1924                         *CURRENT SURVEY CONTROL
 EG1924  ___________________________________________________________________
 EG1924* NAD 83(1986)-  34 16 53.     (N)    089 07 20.     (W)     SCALED    
 EG1924* NAVD 88     -       122.245  (meters)     401.07   (feet)  POSTED    
 EG1924  ___________________________________________________________________
 EG1924  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EG1924  DYNAMIC HT  -         122.120 (meters)     400.66  (feet)  COMP
 EG1924  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 EG1924
 EG1924  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1924
 EG1924.The horizontal coordinates were scaled from a topographic map and have
 EG1924.an estimated accuracy of +/- 6 seconds.
 EG1924
 EG1924.The orthometric height was determined by differential leveling
 EG1924.and adjusted by the  in 1992.
 EG1924.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1924.rate of 0.0 thru 1.0 mm/km.
 EG1924
 EG1924.The geoid height was determined by GEOID03.
 EG1924
 EG1924.The dynamic height is computed by dividing the NAVD 88
 EG1924.geopotential number by the normal gravity value computed on the
 EG1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1924.degrees latitude (g = 980.6199 gals.).
 EG1924
 EG1924.The modeled gravity was interpolated from observed gravity values.
 EG1924
 EG1924;                    North         East    Units  Estimated Accuracy
 EG1924;SPC MS E     -   530,200.      273,400.      MT  (+/- 180 meters Scaled)
 EG1924
 EG1924                          SUPERSEDED SURVEY CONTROL
 EG1924
 EG1924.No superseded survey control is available for this station.
 EG1924
 EG1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC046953(NAD 83)
 EG1924_MARKER: DR = REFERENCE MARK DISK
 EG1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1924_SP_SET: CONCRETE POST
 EG1924_STAMPING: BM 6V 26 1984
 EG1924_MARK LOGO: MSHD  
 EG1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1924+STABILITY: SURFACE MOTION
 EG1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1924+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1924
 EG1924  HISTORY     - Date     Condition        Report By
 EG1924  HISTORY     - 1984     MONUMENTED       MSHD
 EG1924
 EG1924                          STATION DESCRIPTION
 EG1924
 EG1924'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1924'TO REACH FROM JUNCTION HIGHWAYS 6 AND 9 IN PONTOTOC, GO WEST ON
 EG1924'HIGHWAY 6, GO 9.74 KM (6.05 MI) TO THE MARK AT A ROADSIDE PARK.  IT IS
 EG1924'39.01 M (128.0 FT)  NORTH CENTER OF HIGHWAY, 2.13 M (7.0 FT) NORTHWEST
 EG1924'OF A 12 INCH PINE TREE, 1.07 M (3.5 FT) SOUTHEAST OF A FENCE CORNER,
 EG1924'0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A CARSONITE
 EG1924'WITNESS POST AND MARK SET IN A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1925 ***********************************************************************
 EG1925  DESIGNATION -  6 V 27
 EG1925  PID         -  EG1925
 EG1925  STATE/COUNTY-  MS/PONTOTOC
 EG1925  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1925
 EG1925                         *CURRENT SURVEY CONTROL
 EG1925  ___________________________________________________________________
 EG1925* NAD 83(1986)-  34 16 35.     (N)    089 06 14.     (W)     SCALED    
 EG1925* NAVD 88     -       112.618  (meters)     369.48   (feet)  POSTED    
 EG1925  ___________________________________________________________________
 EG1925  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EG1925  DYNAMIC HT  -         112.510 (meters)     369.13  (feet)  COMP
 EG1925  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 EG1925
 EG1925  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1925
 EG1925.The horizontal coordinates were scaled from a topographic map and have
 EG1925.an estimated accuracy of +/- 6 seconds.
 EG1925
 EG1925.The orthometric height was determined by differential leveling
 EG1925.and adjusted by the  in 1992.
 EG1925.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1925.rate of 0.0 thru 1.0 mm/km.
 EG1925
 EG1925.The geoid height was determined by GEOID03.
 EG1925
 EG1925.The dynamic height is computed by dividing the NAVD 88
 EG1925.geopotential number by the normal gravity value computed on the
 EG1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1925.degrees latitude (g = 980.6199 gals.).
 EG1925
 EG1925.The modeled gravity was interpolated from observed gravity values.
 EG1925
 EG1925;                    North         East    Units  Estimated Accuracy
 EG1925;SPC MS E     -   529,640.      275,090.      MT  (+/- 180 meters Scaled)
 EG1925
 EG1925                          SUPERSEDED SURVEY CONTROL
 EG1925
 EG1925.No superseded survey control is available for this station.
 EG1925
 EG1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC063948(NAD 83)
 EG1925_MARKER: DR = REFERENCE MARK DISK
 EG1925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1925_SP_SET: BRIDGE ABUTMENT
 EG1925_STAMPING: BM 6V 27 1984
 EG1925_MARK LOGO: MSHD  
 EG1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1925+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1925
 EG1925  HISTORY     - Date     Condition        Report By
 EG1925  HISTORY     - 1984     MONUMENTED       MSHD
 EG1925
 EG1925                          STATION DESCRIPTION
 EG1925
 EG1925'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1925'TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON HIGHWAY
 EG1925'6, GO 8.13 KM (5.05 MI) TO THE MARK IN A ABUTMENT BRIDGE.  IT IS 4.88
 EG1925'M (16.0 FT) NORTH CENTER HIGHWAY, 0.91 M (3.0 FT) NORTH OF A GUARD
 EG1925'RAIL AND 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1926 ***********************************************************************
 EG1926  DESIGNATION -  6 V 28
 EG1926  PID         -  EG1926
 EG1926  STATE/COUNTY-  MS/PONTOTOC
 EG1926  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1926
 EG1926                         *CURRENT SURVEY CONTROL
 EG1926  ___________________________________________________________________
 EG1926* NAD 83(1986)-  34 16 10.     (N)    089 05 20.     (W)     SCALED    
 EG1926* NAVD 88     -       123.782  (meters)     406.11   (feet)  POSTED    
 EG1926  ___________________________________________________________________
 EG1926  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EG1926  DYNAMIC HT  -         123.660 (meters)     405.71  (feet)  COMP
 EG1926  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 EG1926
 EG1926  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1926
 EG1926.The horizontal coordinates were scaled from a topographic map and have
 EG1926.an estimated accuracy of +/- 6 seconds.
 EG1926
 EG1926.The orthometric height was determined by differential leveling
 EG1926.and adjusted by the  in 1992.
 EG1926.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1926.rate of 0.0 thru 1.0 mm/km.
 EG1926
 EG1926.The geoid height was determined by GEOID03.
 EG1926
 EG1926.The dynamic height is computed by dividing the NAVD 88
 EG1926.geopotential number by the normal gravity value computed on the
 EG1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1926.degrees latitude (g = 980.6199 gals.).
 EG1926
 EG1926.The modeled gravity was interpolated from observed gravity values.
 EG1926
 EG1926;                    North         East    Units  Estimated Accuracy
 EG1926;SPC MS E     -   528,860.      276,470.      MT  (+/- 180 meters Scaled)
 EG1926
 EG1926                          SUPERSEDED SURVEY CONTROL
 EG1926
 EG1926.No superseded survey control is available for this station.
 EG1926
 EG1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC076940(NAD 83)
 EG1926_MARKER: DR = REFERENCE MARK DISK
 EG1926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1926_SP_SET: HEADWALL
 EG1926_STAMPING: BM 6V 28 1984
 EG1926_MARK LOGO: MSHD  
 EG1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1926+STABILITY: SURFACE MOTION
 EG1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1926+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1926
 EG1926  HISTORY     - Date     Condition        Report By
 EG1926  HISTORY     - 1984     MONUMENTED       MSHD
 EG1926
 EG1926                          STATION DESCRIPTION
 EG1926
 EG1926'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1926'TO REACH FROM JUNCTION OF STATE HIGHWAY 6 AND 9 IN PONTOTOC, GO 6.20
 EG1926'KM (3.85 MI) WEST ALONG HIGHWAY 6 TO A CROSSROAD, CONTINUE WEST ON
 EG1926'HIGHWAY 6 FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT.  IT IS 11.58
 EG1926'M (38.0 FT) SOUTHWEST OF A 20 INCH PINE TREE, 10.68 M (35.0 FT) NORTH
 EG1926'CENTER HIGHWAY 6 IN A HEADWALL OF A PIPE CULVERT, 0.3 M (1.0 FT) EAST
 EG1926'OF A CARSONITE WITNESS POST AND IN FRONT OF A HOUSE ON THE NORTH SIDE
 EG1926'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1927 ***********************************************************************
 EG1927  DESIGNATION -  6 V 29
 EG1927  PID         -  EG1927
 EG1927  STATE/COUNTY-  MS/PONTOTOC
 EG1927  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1927
 EG1927                         *CURRENT SURVEY CONTROL
 EG1927  ___________________________________________________________________
 EG1927* NAD 83(1986)-  34 15 55.     (N)    089 04 12.     (W)     SCALED    
 EG1927* NAVD 88     -       124.484  (meters)     408.41   (feet)  POSTED    
 EG1927  ___________________________________________________________________
 EG1927  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EG1927  DYNAMIC HT  -         124.360 (meters)     408.00  (feet)  COMP
 EG1927  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EG1927
 EG1927  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1927
 EG1927.The horizontal coordinates were scaled from a topographic map and have
 EG1927.an estimated accuracy of +/- 6 seconds.
 EG1927
 EG1927.The orthometric height was determined by differential leveling
 EG1927.and adjusted by the  in 1992.
 EG1927.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1927.rate of 0.0 thru 1.0 mm/km.
 EG1927
 EG1927.The geoid height was determined by GEOID03.
 EG1927
 EG1927.The dynamic height is computed by dividing the NAVD 88
 EG1927.geopotential number by the normal gravity value computed on the
 EG1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1927.degrees latitude (g = 980.6199 gals.).
 EG1927
 EG1927.The modeled gravity was interpolated from observed gravity values.
 EG1927
 EG1927;                    North         East    Units  Estimated Accuracy
 EG1927;SPC MS E     -   528,400.      278,210.      MT  (+/- 180 meters Scaled)
 EG1927
 EG1927                          SUPERSEDED SURVEY CONTROL
 EG1927
 EG1927.No superseded survey control is available for this station.
 EG1927
 EG1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC094935(NAD 83)
 EG1927_MARKER: DR = REFERENCE MARK DISK
 EG1927_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1927_SP_SET: HEADWALL
 EG1927_STAMPING: BM 6V 29 1984
 EG1927_MARK LOGO: MSHD  
 EG1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1927+STABILITY: SURFACE MOTION
 EG1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1927+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1927
 EG1927  HISTORY     - Date     Condition        Report By
 EG1927  HISTORY     - 1984     MONUMENTED       MSHD
 EG1927
 EG1927                          STATION DESCRIPTION
 EG1927
 EG1927'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1927'TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON HIGHWAY
 EG1927'6, GO 4.99 KM (3.10 MI)  TO A CULVERT UNDER THE HIGHWAY AND THE MARK
 EG1927'IN SOUTHWEST CORNER OF THE HEADWALL.  IT IS 37.19 M (122.0 FT) SOUTH
 EG1927'AND ACROSS THE HIGHWAY FROM AN UNDERGROUND TELEPHONE CABLE, 24.38 M
 EG1927'(80.0 FT) WEST OF A DRIVEWAY, 33.53 M (110.0 FT) EAST OF A DRIVEWAY,
 EG1927'6.71 M (22.0 FT) SOUTH HIGHWAY 6 AND 0.3 M (1.0 FT) OF A CARSONITE
 EG1927'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1928 ***********************************************************************
 EG1928  DESIGNATION -  6 V 30
 EG1928  PID         -  EG1928
 EG1928  STATE/COUNTY-  MS/PONTOTOC
 EG1928  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1928
 EG1928                         *CURRENT SURVEY CONTROL
 EG1928  ___________________________________________________________________
 EG1928* NAD 83(1986)-  34 15 20.     (N)    089 03 18.     (W)     SCALED    
 EG1928* NAVD 88     -       120.189  (meters)     394.32   (feet)  POSTED    
 EG1928  ___________________________________________________________________
 EG1928  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EG1928  DYNAMIC HT  -         120.070 (meters)     393.93  (feet)  COMP
 EG1928  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 EG1928
 EG1928  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1928
 EG1928.The horizontal coordinates were scaled from a topographic map and have
 EG1928.an estimated accuracy of +/- 6 seconds.
 EG1928
 EG1928.The orthometric height was determined by differential leveling
 EG1928.and adjusted by the  in 1992.
 EG1928.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1928.rate of 0.0 thru 1.0 mm/km.
 EG1928
 EG1928.The geoid height was determined by GEOID03.
 EG1928
 EG1928.The dynamic height is computed by dividing the NAVD 88
 EG1928.geopotential number by the normal gravity value computed on the
 EG1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1928.degrees latitude (g = 980.6199 gals.).
 EG1928
 EG1928.The modeled gravity was interpolated from observed gravity values.
 EG1928
 EG1928;                    North         East    Units  Estimated Accuracy
 EG1928;SPC MS E     -   527,320.      279,580.      MT  (+/- 180 meters Scaled)
 EG1928
 EG1928                          SUPERSEDED SURVEY CONTROL
 EG1928
 EG1928.No superseded survey control is available for this station.
 EG1928
 EG1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC107924(NAD 83)
 EG1928_MARKER: DR = REFERENCE MARK DISK
 EG1928_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1928_SP_SET: HEADWALL
 EG1928_STAMPING: BM 6V 30 1984
 EG1928_MARK LOGO: MSHD  
 EG1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1928+STABILITY: SURFACE MOTION
 EG1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1928+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1928
 EG1928  HISTORY     - Date     Condition        Report By
 EG1928  HISTORY     - 1984     MONUMENTED       MSHD
 EG1928
 EG1928                          STATION DESCRIPTION
 EG1928
 EG1928'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1928'TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON HIGHWAY
 EG1928'6, GO 3.3 KM (2.05 MI) TO A DOUBLE BOX CULVERT AND THE MARK.  IT IS
 EG1928'5.79 M (19.0 FT) NORTH CENTER OF HIGHWAY AND 0.61 M (2.0 FT) NORTH OF
 EG1928'A GUARD RAIL IN THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1929 ***********************************************************************
 EG1929  DESIGNATION -  6 V 31
 EG1929  PID         -  EG1929
 EG1929  STATE/COUNTY-  MS/PONTOTOC
 EG1929  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1929
 EG1929                         *CURRENT SURVEY CONTROL
 EG1929  ___________________________________________________________________
 EG1929* NAD 83(1986)-  34 15 20.     (N)    089 02 25.     (W)     SCALED    
 EG1929* NAVD 88     -       128.110  (meters)     420.31   (feet)  POSTED    
 EG1929  ___________________________________________________________________
 EG1929  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EG1929  DYNAMIC HT  -         127.980 (meters)     419.88  (feet)  COMP
 EG1929  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 EG1929
 EG1929  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1929
 EG1929.The horizontal coordinates were scaled from a topographic map and have
 EG1929.an estimated accuracy of +/- 6 seconds.
 EG1929
 EG1929.The orthometric height was determined by differential leveling
 EG1929.and adjusted by the  in 1992.
 EG1929.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1929.rate of 0.0 thru 1.0 mm/km.
 EG1929
 EG1929.The geoid height was determined by GEOID03.
 EG1929
 EG1929.The dynamic height is computed by dividing the NAVD 88
 EG1929.geopotential number by the normal gravity value computed on the
 EG1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1929.degrees latitude (g = 980.6199 gals.).
 EG1929
 EG1929.The modeled gravity was interpolated from observed gravity values.
 EG1929
 EG1929;                    North         East    Units  Estimated Accuracy
 EG1929;SPC MS E     -   527,310.      280,940.      MT  (+/- 180 meters Scaled)
 EG1929
 EG1929                          SUPERSEDED SURVEY CONTROL
 EG1929
 EG1929.No superseded survey control is available for this station.
 EG1929
 EG1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC121923(NAD 83)
 EG1929_MARKER: DR = REFERENCE MARK DISK
 EG1929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1929_SP_SET: HEADWALL
 EG1929_STAMPING: BM 6V 31 1984
 EG1929_MARK LOGO: MSHD  
 EG1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1929+STABILITY: SURFACE MOTION
 EG1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1929+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1929
 EG1929  HISTORY     - Date     Condition        Report By
 EG1929  HISTORY     - 1984     MONUMENTED       MSHD
 EG1929
 EG1929                          STATION DESCRIPTION
 EG1929
 EG1929'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1929'TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON HIGHWAY
 EG1929'6, GO 1.61 KM (1.00 MI) TO MARK ON THE RIGHT.  IT IS 9.14 M (30.0 FT)
 EG1929'SOUTH OF A FENCE, 8.83 M (29.0 FT) WEST CENTER GRAVEL DRIVEWAY, 6.71 M
 EG1929'(22.0 FT) NORTH CENTER OF HIGHWAY IN THE WEST END OF A CONCRETE BOX
 EG1929'CULVERT, 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST AND 0.3 M
 EG1929'(1.0 FT) BELOW LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1930 ***********************************************************************
 EG1930  DESIGNATION -  6 V 32
 EG1930  PID         -  EG1930
 EG1930  STATE/COUNTY-  MS/PONTOTOC
 EG1930  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1930
 EG1930                         *CURRENT SURVEY CONTROL
 EG1930  ___________________________________________________________________
 EG1930* NAD 83(1986)-  34 15 00.     (N)    089 01 30.     (W)     SCALED    
 EG1930* NAVD 88     -       141.606  (meters)     464.59   (feet)  POSTED    
 EG1930  ___________________________________________________________________
 EG1930  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG1930  DYNAMIC HT  -         141.460 (meters)     464.11  (feet)  COMP
 EG1930  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EG1930
 EG1930  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1930
 EG1930.The horizontal coordinates were scaled from a topographic map and have
 EG1930.an estimated accuracy of +/- 6 seconds.
 EG1930
 EG1930.The orthometric height was determined by differential leveling
 EG1930.and adjusted by the  in 1992.
 EG1930.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1930.rate of 0.0 thru 1.0 mm/km.
 EG1930
 EG1930.The geoid height was determined by GEOID03.
 EG1930
 EG1930.The dynamic height is computed by dividing the NAVD 88
 EG1930.geopotential number by the normal gravity value computed on the
 EG1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1930.degrees latitude (g = 980.6199 gals.).
 EG1930
 EG1930.The modeled gravity was interpolated from observed gravity values.
 EG1930
 EG1930;                    North         East    Units  Estimated Accuracy
 EG1930;SPC MS E     -   526,690.      282,350.      MT  (+/- 180 meters Scaled)
 EG1930
 EG1930                          SUPERSEDED SURVEY CONTROL
 EG1930
 EG1930.No superseded survey control is available for this station.
 EG1930
 EG1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC135917(NAD 83)
 EG1930_MARKER: DR = REFERENCE MARK DISK
 EG1930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1930_SP_SET: HEADWALL
 EG1930_STAMPING: BM 6V 32
 EG1930_MARK LOGO: MSHD  
 EG1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1930+STABILITY: SURFACE MOTION
 EG1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1930+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1930
 EG1930  HISTORY     - Date     Condition        Report By
 EG1930  HISTORY     - 1984     MONUMENTED       MSHD
 EG1930
 EG1930                          STATION DESCRIPTION
 EG1930
 EG1930'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1930'TO REACH FROM JUNCTION HIGHWAY 6 AND 9 IN PONTOTOC, GO WEST ON HIGHWAY
 EG1930'6, FOR 0.16 KM (0.10 MI) TO MARK ON THE LEFT.  IT IS AT THE
 EG1930'INTERSECTION OF HIGHWAY 6 AND WEST REYNOLDS ST IN THE EAST END OF THE
 EG1930'SOUTH HEADWALL OF CULVERT UNDER HIGHWAY, 21.64 M (71.0 FT) SOUTH AND
 EG1930'ACROSS THE HIGHWAY FROM POWERLINE POLE NO. 3, 6.40 M (21.0 FT) SOUTH
 EG1930'CENTER HIGHWAY 6 AND 0.61 M (2.0 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1931 ***********************************************************************
 EG1931  DESIGNATION -  6 V 33
 EG1931  PID         -  EG1931
 EG1931  STATE/COUNTY-  MS/PONTOTOC
 EG1931  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1931
 EG1931                         *CURRENT SURVEY CONTROL
 EG1931  ___________________________________________________________________
 EG1931* NAD 83(1986)-  34 15 26.     (N)    088 57 46.     (W)     SCALED    
 EG1931* NAVD 88     -       152.059  (meters)     498.88   (feet)  POSTED    
 EG1931  ___________________________________________________________________
 EG1931  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EG1931  DYNAMIC HT  -         151.910 (meters)     498.39  (feet)  COMP
 EG1931  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 EG1931
 EG1931  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1931
 EG1931.The horizontal coordinates were scaled from a topographic map and have
 EG1931.an estimated accuracy of +/- 6 seconds.
 EG1931
 EG1931.The orthometric height was determined by differential leveling
 EG1931.and adjusted by the  in 1992.
 EG1931.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1931.rate of 0.0 thru 1.0 mm/km.
 EG1931
 EG1931.The geoid height was determined by GEOID03.
 EG1931
 EG1931.The dynamic height is computed by dividing the NAVD 88
 EG1931.geopotential number by the normal gravity value computed on the
 EG1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1931.degrees latitude (g = 980.6199 gals.).
 EG1931
 EG1931.The modeled gravity was interpolated from observed gravity values.
 EG1931
 EG1931;                    North         East    Units  Estimated Accuracy
 EG1931;SPC MS E     -   527,490.      288,080.      MT  (+/- 180 meters Scaled)
 EG1931
 EG1931                          SUPERSEDED SURVEY CONTROL
 EG1931
 EG1931.No superseded survey control is available for this station.
 EG1931
 EG1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC192924(NAD 83)
 EG1931_MARKER: DR = REFERENCE MARK DISK
 EG1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1931_SP_SET: CONCRETE POST
 EG1931_STAMPING: BM 6V 33 1984
 EG1931_MARK LOGO: MSHD  
 EG1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1931+STABILITY: SURFACE MOTION
 EG1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1931+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1931
 EG1931  HISTORY     - Date     Condition        Report By
 EG1931  HISTORY     - 1985     MONUMENTED       MSHD
 EG1931
 EG1931                          STATION DESCRIPTION
 EG1931
 EG1931'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1931'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1931'0.56 KM (0.35 MI) TO THE JUNCTION OF HIGHWAYS 6, 9, AND 345, TURN EAST
 EG1931'GO 3.62 KM (2.25 MI) ON HIGHWAY 6 TO TOP OF A HILL BY MILLER BODY SHOP
 EG1931'AND JUNK YARD AND THE MARK ON THE RIGHT.  IT IS 23.16 M (76.0 FT)
 EG1931'SOUTH CENTER HIGHWAY 6, 0.91 M (3.0 FT) EAST OF A POWERLINE POLE, 0.61
 EG1931'M (2.0 FT) WEST OF A CYCLONE FENCE AND IS SET IN A ROUND CONCRETE
 EG1931'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1932 ***********************************************************************
 EG1932  DESIGNATION -  6 V 34
 EG1932  PID         -  EG1932
 EG1932  STATE/COUNTY-  MS/PONTOTOC
 EG1932  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1932
 EG1932                         *CURRENT SURVEY CONTROL
 EG1932  ___________________________________________________________________
 EG1932* NAD 83(1986)-  34 15 35.     (N)    088 56 22.     (W)     SCALED    
 EG1932* NAVD 88     -       113.378  (meters)     371.97   (feet)  POSTED    
 EG1932  ___________________________________________________________________
 EG1932  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG1932  DYNAMIC HT  -         113.270 (meters)     371.62  (feet)  COMP
 EG1932  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 EG1932
 EG1932  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1932
 EG1932.The horizontal coordinates were scaled from a topographic map and have
 EG1932.an estimated accuracy of +/- 6 seconds.
 EG1932
 EG1932.The orthometric height was determined by differential leveling
 EG1932.and adjusted by the  in 1992.
 EG1932.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1932.rate of 0.0 thru 1.0 mm/km.
 EG1932
 EG1932.The geoid height was determined by GEOID03.
 EG1932
 EG1932.The dynamic height is computed by dividing the NAVD 88
 EG1932.geopotential number by the normal gravity value computed on the
 EG1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1932.degrees latitude (g = 980.6199 gals.).
 EG1932
 EG1932.The modeled gravity was interpolated from observed gravity values.
 EG1932
 EG1932;                    North         East    Units  Estimated Accuracy
 EG1932;SPC MS E     -   527,760.      290,230.      MT  (+/- 180 meters Scaled)
 EG1932
 EG1932                          SUPERSEDED SURVEY CONTROL
 EG1932
 EG1932.No superseded survey control is available for this station.
 EG1932
 EG1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC214926(NAD 83)
 EG1932_MARKER: DR = REFERENCE MARK DISK
 EG1932_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1932_SP_SET: HEADWALL
 EG1932_STAMPING: BM 6V 34 1984
 EG1932_MARK LOGO: MSHD  
 EG1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1932+STABILITY: SURFACE MOTION
 EG1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1932+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1932
 EG1932  HISTORY     - Date     Condition        Report By
 EG1932  HISTORY     - 1985     MONUMENTED       MSHD
 EG1932
 EG1932                          STATION DESCRIPTION
 EG1932
 EG1932'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1932'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1932'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAY 6, 9, AND 345, TURN RIGHT
 EG1932'EAST AND GO 6.04 KM (3.75 MI) TO HIGHWAY 6 TO THE SECOND BOX CULVERT
 EG1932'AND THE MARK ON THE RIGHT.  IT IS 5.49 M (18.0 FT) NORTH CENTER
 EG1932'HIGHWAY 6 IN THE NORTHWEST CORNER OF A HEADWALL AND 0.3 M (1.0 FT)
 EG1932'EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1933 ***********************************************************************
 EG1933  DESIGNATION -  6 V 35
 EG1933  PID         -  EG1933
 EG1933  STATE/COUNTY-  MS/PONTOTOC
 EG1933  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1933
 EG1933                         *CURRENT SURVEY CONTROL
 EG1933  ___________________________________________________________________
 EG1933* NAD 83(1986)-  34 15 20.     (N)    088 55 40.     (W)     SCALED    
 EG1933* NAVD 88     -       111.136  (meters)     364.62   (feet)  POSTED    
 EG1933  ___________________________________________________________________
 EG1933  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EG1933  DYNAMIC HT  -         111.030 (meters)     364.27  (feet)  COMP
 EG1933  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 EG1933
 EG1933  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1933
 EG1933.The horizontal coordinates were scaled from a topographic map and have
 EG1933.an estimated accuracy of +/- 6 seconds.
 EG1933
 EG1933.The orthometric height was determined by differential leveling
 EG1933.and adjusted by the  in 1992.
 EG1933.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1933.rate of 0.0 thru 1.0 mm/km.
 EG1933
 EG1933.The geoid height was determined by GEOID03.
 EG1933
 EG1933.The dynamic height is computed by dividing the NAVD 88
 EG1933.geopotential number by the normal gravity value computed on the
 EG1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1933.degrees latitude (g = 980.6199 gals.).
 EG1933
 EG1933.The modeled gravity was interpolated from observed gravity values.
 EG1933
 EG1933;                    North         East    Units  Estimated Accuracy
 EG1933;SPC MS E     -   527,300.      291,300.      MT  (+/- 180 meters Scaled)
 EG1933
 EG1933                          SUPERSEDED SURVEY CONTROL
 EG1933
 EG1933.No superseded survey control is available for this station.
 EG1933
 EG1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC224921(NAD 83)
 EG1933_MARKER: DR = REFERENCE MARK DISK
 EG1933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1933_SP_SET: HEADWALL
 EG1933_STAMPING: BM 6V 35 1984
 EG1933_MARK LOGO: MSHD  
 EG1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1933+STABILITY: SURFACE MOTION
 EG1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1933+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1933
 EG1933  HISTORY     - Date     Condition        Report By
 EG1933  HISTORY     - 1985     MONUMENTED       MSHD
 EG1933
 EG1933                          STATION DESCRIPTION
 EG1933
 EG1933'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1933'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1933'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAY 6, 9, AND 345, TURN RIGHT
 EG1933'EAST, GO ON HIGHWAY 6 FOR 7.33 KM (4.55 MI) TO A BOX CULVERT AND THE
 EG1933'MARK ON THE RIGHT.  IT IS 8.84 M (29.0 FT) SOUTH CENTER HIGHWAY IN THE
 EG1933'SOUTHEAST END OF THE HEADWALL AND 0.3 M (1.0 FT) WEST OF A CARSONITE
 EG1933'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1934 ***********************************************************************
 EG1934  DESIGNATION -  6 V 36
 EG1934  PID         -  EG1934
 EG1934  STATE/COUNTY-  MS/PONTOTOC
 EG1934  USGS QUAD   -  SOUTHEAST PONTOTOC (1979)
 EG1934
 EG1934                         *CURRENT SURVEY CONTROL
 EG1934  ___________________________________________________________________
 EG1934* NAD 83(1986)-  34 14 55.     (N)    088 54 45.     (W)     SCALED    
 EG1934* NAVD 88     -       106.406  (meters)     349.10   (feet)  POSTED    
 EG1934  ___________________________________________________________________
 EG1934  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1934  DYNAMIC HT  -         106.300 (meters)     348.75  (feet)  COMP
 EG1934  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 EG1934
 EG1934  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1934
 EG1934.The horizontal coordinates were scaled from a topographic map and have
 EG1934.an estimated accuracy of +/- 6 seconds.
 EG1934
 EG1934.The orthometric height was determined by differential leveling
 EG1934.and adjusted by the  in 1992.
 EG1934.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1934.rate of 0.0 thru 1.0 mm/km.
 EG1934
 EG1934.The geoid height was determined by GEOID03.
 EG1934
 EG1934.The dynamic height is computed by dividing the NAVD 88
 EG1934.geopotential number by the normal gravity value computed on the
 EG1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1934.degrees latitude (g = 980.6199 gals.).
 EG1934
 EG1934.The modeled gravity was interpolated from observed gravity values.
 EG1934
 EG1934;                    North         East    Units  Estimated Accuracy
 EG1934;SPC MS E     -   526,530.      292,710.      MT  (+/- 180 meters Scaled)
 EG1934
 EG1934                          SUPERSEDED SURVEY CONTROL
 EG1934
 EG1934.No superseded survey control is available for this station.
 EG1934
 EG1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC238913(NAD 83)
 EG1934_MARKER: DR = REFERENCE MARK DISK
 EG1934_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1934_SP_SET: HEADWALL
 EG1934_STAMPING: 6V 36 1984
 EG1934_MARK LOGO: MSHD  
 EG1934_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1934+STABILITY: SURFACE MOTION
 EG1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1934+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1934
 EG1934  HISTORY     - Date     Condition        Report By
 EG1934  HISTORY     - 1985     MONUMENTED       MSHD
 EG1934
 EG1934                          STATION DESCRIPTION
 EG1934
 EG1934'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1934'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1934'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAY 6, 9, AND 345, TURN RIGHT
 EG1934'EAST GO ON HIGHWAY 6 FOR 9.02 KM (5.60 MI) TO A CULVERT WITH LONG
 EG1934'GUARD RAILS AND THE MARK ON THE LEFT.  IT IS 6.71 M (22.0 FT) NORTH
 EG1934'CENTER HIGHWAY 6, 1.52 M (5.0 FT) NORTH OF GUARD RAIL AND 0.3 M
 EG1934'(1.0 FT) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1935 ***********************************************************************
 EG1935  DESIGNATION -  6 V 37
 EG1935  PID         -  EG1935
 EG1935  STATE/COUNTY-  MS/PONTOTOC
 EG1935  USGS QUAD   -  SOUTHEAST PONTOTOC (1979)
 EG1935
 EG1935                         *CURRENT SURVEY CONTROL
 EG1935  ___________________________________________________________________
 EG1935* NAD 83(1986)-  34 14 12.     (N)    088 53 45.     (W)     SCALED    
 EG1935* NAVD 88     -       102.233  (meters)     335.41   (feet)  POSTED    
 EG1935  ___________________________________________________________________
 EG1935  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG1935  DYNAMIC HT  -         102.130 (meters)     335.07  (feet)  COMP
 EG1935  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 EG1935
 EG1935  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1935
 EG1935.The horizontal coordinates were scaled from a topographic map and have
 EG1935.an estimated accuracy of +/- 6 seconds.
 EG1935
 EG1935.The orthometric height was determined by differential leveling
 EG1935.and adjusted by the  in 1992.
 EG1935.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1935.rate of 0.0 thru 1.0 mm/km.
 EG1935
 EG1935.The geoid height was determined by GEOID03.
 EG1935
 EG1935.The dynamic height is computed by dividing the NAVD 88
 EG1935.geopotential number by the normal gravity value computed on the
 EG1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1935.degrees latitude (g = 980.6199 gals.).
 EG1935
 EG1935.The modeled gravity was interpolated from observed gravity values.
 EG1935
 EG1935;                    North         East    Units  Estimated Accuracy
 EG1935;SPC MS E     -   525,200.      294,240.      MT  (+/- 180 meters Scaled)
 EG1935
 EG1935                          SUPERSEDED SURVEY CONTROL
 EG1935
 EG1935.No superseded survey control is available for this station.
 EG1935
 EG1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC253900(NAD 83)
 EG1935_MARKER: DR = REFERENCE MARK DISK
 EG1935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1935_SP_SET: HEADWALL
 EG1935_STAMPING: 6V 37 1984
 EG1935_MARK LOGO: MSHD  
 EG1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1935+STABILITY: SURFACE MOTION
 EG1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1935+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1935
 EG1935  HISTORY     - Date     Condition        Report By
 EG1935  HISTORY     - 1985     MONUMENTED       MSHD
 EG1935
 EG1935                          STATION DESCRIPTION
 EG1935
 EG1935'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1935'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1935'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAY 6, 9, AND 345, TURN RIGHT
 EG1935'EAST ON HIGHWAY 6 FOR 10.95 KM (6.80 MI) TO A BOX CULVERT AND THE MARK
 EG1935'ON THE LEFT.  IT IS 6.71 M (22.0 FT) NORTH CENTER HIGHWAY 6, 0.61 M
 EG1935'(2.0 FT) NORTH OF THE GUARD RAIL, 0.3 M (1.0 FT) EAST OF A CARSONITE
 EG1935'WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1936 ***********************************************************************
 EG1936  DESIGNATION -  6 V 38
 EG1936  PID         -  EG1936
 EG1936  STATE/COUNTY-  MS/PONTOTOC
 EG1936  USGS QUAD   -  SOUTHEAST PONTOTOC (1979)
 EG1936
 EG1936                         *CURRENT SURVEY CONTROL
 EG1936  ___________________________________________________________________
 EG1936* NAD 83(1986)-  34 14 12.     (N)    088 52 40.     (W)     SCALED    
 EG1936* NAVD 88     -        99.217  (meters)     325.51   (feet)  POSTED    
 EG1936  ___________________________________________________________________
 EG1936  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG1936  DYNAMIC HT  -          99.120 (meters)     325.20  (feet)  COMP
 EG1936  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EG1936
 EG1936  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1936
 EG1936.The horizontal coordinates were scaled from a topographic map and have
 EG1936.an estimated accuracy of +/- 6 seconds.
 EG1936
 EG1936.The orthometric height was determined by differential leveling
 EG1936.and adjusted by the  in 1992.
 EG1936.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1936.rate of 0.0 thru 1.0 mm/km.
 EG1936
 EG1936.The geoid height was determined by GEOID03.
 EG1936
 EG1936.The dynamic height is computed by dividing the NAVD 88
 EG1936.geopotential number by the normal gravity value computed on the
 EG1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1936.degrees latitude (g = 980.6199 gals.).
 EG1936
 EG1936.The modeled gravity was interpolated from observed gravity values.
 EG1936
 EG1936;                    North         East    Units  Estimated Accuracy
 EG1936;SPC MS E     -   525,200.      295,910.      MT  (+/- 180 meters Scaled)
 EG1936
 EG1936                          SUPERSEDED SURVEY CONTROL
 EG1936
 EG1936.No superseded survey control is available for this station.
 EG1936
 EG1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC270899(NAD 83)
 EG1936_MARKER: DR = REFERENCE MARK DISK
 EG1936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1936_SP_SET: HEADWALL
 EG1936_STAMPING: BM 6V 38 1984
 EG1936_MARK LOGO: MSHD  
 EG1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1936+STABILITY: SURFACE MOTION
 EG1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1936+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1936
 EG1936  HISTORY     - Date     Condition        Report By
 EG1936  HISTORY     - 1985     MONUMENTED       MSHD
 EG1936
 EG1936                          STATION DESCRIPTION
 EG1936
 EG1936'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1936'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1936'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAY 6, 9, AND 345, TURN RIGHT
 EG1936'EAST GO ON HIGHWAY 6 FOR 12.64 KM (7.85 MI) TO A BIG CULVERT AND THE
 EG1936'MARK IN THE HEADWALL. IT IS 5.48 M (18.0 FT) NORTH CENTER OF HIGHWAY
 EG1936'6, 0.15 M (0.5 FT) NORTH GUARD RAIL IN A DRILL HOLE, 0.3 M (1.0 FT)
 EG1936'EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1937 ***********************************************************************
 EG1937  DESIGNATION -  6 V 39
 EG1937  PID         -  EG1937
 EG1937  STATE/COUNTY-  MS/PONTOTOC
 EG1937  USGS QUAD   -  BISSELL (1979)
 EG1937
 EG1937                         *CURRENT SURVEY CONTROL
 EG1937  ___________________________________________________________________
 EG1937* NAD 83(1986)-  34 14 12.     (N)    088 51 40.     (W)     SCALED    
 EG1937* NAVD 88     -       102.925  (meters)     337.68   (feet)  POSTED    
 EG1937  ___________________________________________________________________
 EG1937  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG1937  DYNAMIC HT  -         102.820 (meters)     337.34  (feet)  COMP
 EG1937  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 EG1937
 EG1937  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1937
 EG1937.The horizontal coordinates were scaled from a topographic map and have
 EG1937.an estimated accuracy of +/- 6 seconds.
 EG1937
 EG1937.The orthometric height was determined by differential leveling
 EG1937.and adjusted by the  in 1992.
 EG1937.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1937.rate of 0.0 thru 1.0 mm/km.
 EG1937
 EG1937.The geoid height was determined by GEOID03.
 EG1937
 EG1937.The dynamic height is computed by dividing the NAVD 88
 EG1937.geopotential number by the normal gravity value computed on the
 EG1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1937.degrees latitude (g = 980.6199 gals.).
 EG1937
 EG1937.The modeled gravity was interpolated from observed gravity values.
 EG1937
 EG1937;                    North         East    Units  Estimated Accuracy
 EG1937;SPC MS E     -   525,200.      297,440.      MT  (+/- 180 meters Scaled)
 EG1937
 EG1937                          SUPERSEDED SURVEY CONTROL
 EG1937
 EG1937.No superseded survey control is available for this station.
 EG1937
 EG1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC285899(NAD 83)
 EG1937_MARKER: DR = REFERENCE MARK DISK
 EG1937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1937_SP_SET: HEADWALL
 EG1937_STAMPING: BM 6V 39 1984
 EG1937_MARK LOGO: MSHD  
 EG1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1937+STABILITY: SURFACE MOTION
 EG1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1937+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1937
 EG1937  HISTORY     - Date     Condition        Report By
 EG1937  HISTORY     - 1985     MONUMENTED       MSHD
 EG1937
 EG1937                          STATION DESCRIPTION
 EG1937
 EG1937'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1937'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1937'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAYS 6, 9, AND 345, TURN RIGHT
 EG1937'EAST GO 14.25 KM (8.85 MI) TO THE MARK ON THE RIGHT.  IT IS 11.89 M
 EG1937'(39.0 FT) WEST CENTER OF PAVED ROAD, 10.36 M (34.0 FT) SOUTH CENTER
 EG1937'HIGHWAY 6, 0.15 M (0.5 FT) WEST OF A CARSONITE WITNESS POST IN THE
 EG1937'EAST END OF THE SOUTH HEADWALL OF A CULVERT  AND AT A CROSSROAD IN THE
 EG1937'SOUTHWEST QUADRANT ABOUT 2 MILES WEST OF LEE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1938 ***********************************************************************
 EG1938  DESIGNATION -  6 V 40
 EG1938  PID         -  EG1938
 EG1938  STATE/COUNTY-  MS/PONTOTOC
 EG1938  USGS QUAD   -  BISSELL (1979)
 EG1938
 EG1938                         *CURRENT SURVEY CONTROL
 EG1938  ___________________________________________________________________
 EG1938* NAD 83(1986)-  34 14 12.     (N)    088 50 40.     (W)     SCALED    
 EG1938* NAVD 88     -       100.031  (meters)     328.19   (feet)  POSTED    
 EG1938  ___________________________________________________________________
 EG1938  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1938  DYNAMIC HT  -          99.930 (meters)     327.85  (feet)  COMP
 EG1938  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 EG1938
 EG1938  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1938
 EG1938.The horizontal coordinates were scaled from a topographic map and have
 EG1938.an estimated accuracy of +/- 6 seconds.
 EG1938
 EG1938.The orthometric height was determined by differential leveling
 EG1938.and adjusted by the  in 1992.
 EG1938.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1938.rate of 0.0 thru 1.0 mm/km.
 EG1938
 EG1938.The geoid height was determined by GEOID03.
 EG1938
 EG1938.The dynamic height is computed by dividing the NAVD 88
 EG1938.geopotential number by the normal gravity value computed on the
 EG1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1938.degrees latitude (g = 980.6199 gals.).
 EG1938
 EG1938.The modeled gravity was interpolated from observed gravity values.
 EG1938
 EG1938;                    North         East    Units  Estimated Accuracy
 EG1938;SPC MS E     -   525,200.      298,980.      MT  (+/- 180 meters Scaled)
 EG1938
 EG1938                          SUPERSEDED SURVEY CONTROL
 EG1938
 EG1938.No superseded survey control is available for this station.
 EG1938
 EG1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC301899(NAD 83)
 EG1938_MARKER: DR = REFERENCE MARK DISK
 EG1938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1938_SP_SET: HEADWALL
 EG1938_STAMPING: BM 6V 40 1984
 EG1938_MARK LOGO: MSHD  
 EG1938_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1938+STABILITY: SURFACE MOTION
 EG1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1938+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1938
 EG1938  HISTORY     - Date     Condition        Report By
 EG1938  HISTORY     - 1985     MONUMENTED       MSHD
 EG1938
 EG1938                          STATION DESCRIPTION
 EG1938
 EG1938'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1938'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1938'0.56 KM (0.35 MI) TO JUNCTION OF HIGHWAYS 6, 9, AND 345, TURN RIGHT
 EG1938'EAST AND GO 15.86 KM (9.85 MI) TO THE MARK ON THE RIGHT.  IT IS 6.40 M
 EG1938'(21.0 FT) SOUTH CENTER HIGHWAY 6 IN THE SOUTHEAST CORNER IN A HEADWALL
 EG1938'AND 0.15 M (0.5 FT) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1939 ***********************************************************************
 EG1939  DESIGNATION -  6 V 41
 EG1939  PID         -  EG1939
 EG1939  STATE/COUNTY-  MS/PONTOTOC
 EG1939  USGS QUAD   -  BISSELL (1979)
 EG1939
 EG1939                         *CURRENT SURVEY CONTROL
 EG1939  ___________________________________________________________________
 EG1939* NAD 83(1986)-  34 14 12.     (N)    088 49 35.     (W)     SCALED    
 EG1939* NAVD 88     -       114.229  (meters)     374.77   (feet)  POSTED    
 EG1939  ___________________________________________________________________
 EG1939  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1939  DYNAMIC HT  -         114.120 (meters)     374.41  (feet)  COMP
 EG1939  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 EG1939
 EG1939  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1939
 EG1939.The horizontal coordinates were scaled from a topographic map and have
 EG1939.an estimated accuracy of +/- 6 seconds.
 EG1939
 EG1939.The orthometric height was determined by differential leveling
 EG1939.and adjusted by the  in 1992.
 EG1939.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1939.rate of 0.0 thru 1.0 mm/km.
 EG1939
 EG1939.The geoid height was determined by GEOID03.
 EG1939
 EG1939.The dynamic height is computed by dividing the NAVD 88
 EG1939.geopotential number by the normal gravity value computed on the
 EG1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1939.degrees latitude (g = 980.6199 gals.).
 EG1939
 EG1939.The modeled gravity was interpolated from observed gravity values.
 EG1939
 EG1939;                    North         East    Units  Estimated Accuracy
 EG1939;SPC MS E     -   525,200.      300,640.      MT  (+/- 180 meters Scaled)
 EG1939
 EG1939                          SUPERSEDED SURVEY CONTROL
 EG1939
 EG1939.No superseded survey control is available for this station.
 EG1939
 EG1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC317899(NAD 83)
 EG1939_MARKER: DR = REFERENCE MARK DISK
 EG1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1939_SP_SET: CONCRETE POST
 EG1939_STAMPING: BM 6V 41 1984
 EG1939_MARK LOGO: MSHD  
 EG1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1939+STABILITY: SURFACE MOTION
 EG1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1939+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1939
 EG1939  HISTORY     - Date     Condition        Report By
 EG1939  HISTORY     - 1985     MONUMENTED       MSHD
 EG1939
 EG1939                          STATION DESCRIPTION
 EG1939
 EG1939'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1939'TO REACH FROM THE COURTHOUSE IN PONTOTOC, GO NORTH ON MAIN STREET FOR
 EG1939'.56 KM (0.35 MI) TO JUNCTION OF HIGHWAYS 6, 9, AND 345, TURN RIGHT
 EG1939'EAST, GO 17.47 KM (10.85 MI) TO PONTOTOC - LEE COUNTY LINE AND THE
 EG1939'MARK ON THE RIGHT ALSO TO REACH FORM THE NATCHEZ TRACE BRIDGE OVER
 EG1939'STATE HIGHWAY 6 IN TUPELO, GO WEST ON HIGHWAY 6 FOR 6.6 KM (4.10 MI)
 EG1939'TO COUNTY LINE AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 15.54 M
 EG1939'(51.0 FT) SOUTH CENTER HIGHWAY 6, 3.96 M (13.0 FT) SOUTHEAST OF A
 EG1939'POWER LINE POLE, 1.21 M (4.0 FT) SOUTH OF A POWER LINE POLE, 0.3 M
 EG1939'(1.0 FT) EAST OF A CARSONITE WITNESS POST, ABOUT 30.48 M (100.0 FT)
 EG1939'WEST OF COUNTY LINE AND IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 EG1939'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1940 ***********************************************************************
 EG1940  DESIGNATION -  6 V 42
 EG1940  PID         -  EG1940
 EG1940  STATE/COUNTY-  MS/LEE
 EG1940  USGS QUAD   -  BISSELL (1979)
 EG1940
 EG1940                         *CURRENT SURVEY CONTROL
 EG1940  ___________________________________________________________________
 EG1940* NAD 83(1986)-  34 14 30.     (N)    088 48 35.     (W)     SCALED    
 EG1940* NAVD 88     -        94.322  (meters)     309.45   (feet)  POSTED    
 EG1940  ___________________________________________________________________
 EG1940  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1940  DYNAMIC HT  -          94.230 (meters)     309.15  (feet)  COMP
 EG1940  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 EG1940
 EG1940  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1940
 EG1940.The horizontal coordinates were scaled from a topographic map and have
 EG1940.an estimated accuracy of +/- 6 seconds.
 EG1940
 EG1940.The orthometric height was determined by differential leveling
 EG1940.and adjusted by the  in 1992.
 EG1940.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1940.rate of 0.0 thru 1.0 mm/km.
 EG1940
 EG1940.The geoid height was determined by GEOID03.
 EG1940
 EG1940.The dynamic height is computed by dividing the NAVD 88
 EG1940.geopotential number by the normal gravity value computed on the
 EG1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1940.degrees latitude (g = 980.6199 gals.).
 EG1940
 EG1940.The modeled gravity was interpolated from observed gravity values.
 EG1940
 EG1940;                    North         East    Units  Estimated Accuracy
 EG1940;SPC MS E     -   525,750.      302,180.      MT  (+/- 180 meters Scaled)
 EG1940
 EG1940                          SUPERSEDED SURVEY CONTROL
 EG1940
 EG1940.No superseded survey control is available for this station.
 EG1940
 EG1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC333904(NAD 83)
 EG1940_MARKER: DR = REFERENCE MARK DISK
 EG1940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1940_SP_SET: HEADWALL
 EG1940_STAMPING: BM 6V 42 1984
 EG1940_MARK LOGO: MSHD  
 EG1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1940+STABILITY: SURFACE MOTION
 EG1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1940+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1940
 EG1940  HISTORY     - Date     Condition        Report By
 EG1940  HISTORY     - 1985     MONUMENTED       MSHD
 EG1940
 EG1940                          STATION DESCRIPTION
 EG1940
 EG1940'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1940'TO REACH FROM THE NATCHEZ TRACE BRIDGE OVER STATE HIGHWAY 6 IN TUPELO,
 EG1940'GO WEST ON HIGHWAY 6 FOR 4.75 KM (2.95 MI) TO THE MARK ON THE LEFT.
 EG1940'IT IS 26.82 M (88.0 FT) SOUTH CENTER HIGHWAY 6, 3.66 M (12.0 FT)
 EG1940'NORTHWEST OF A GATE POST, 3.66 M (12.0 FT) WEST CENTER IN A CULVERT OF
 EG1940'A FIELD ROAD AND 0.3 M (1.0 FT) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1941 ***********************************************************************
 EG1941  DESIGNATION -  6 V 43
 EG1941  PID         -  EG1941
 EG1941  STATE/COUNTY-  MS/LEE
 EG1941  USGS QUAD   -  BISSELL (1979)
 EG1941
 EG1941                         *CURRENT SURVEY CONTROL
 EG1941  ___________________________________________________________________
 EG1941* NAD 83(1986)-  34 14 38.     (N)    088 47 30.     (W)     SCALED    
 EG1941* NAVD 88     -        95.167  (meters)     312.23   (feet)  POSTED    
 EG1941  ___________________________________________________________________
 EG1941  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1941  DYNAMIC HT  -          95.070 (meters)     311.91  (feet)  COMP
 EG1941  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 EG1941
 EG1941  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1941
 EG1941.The horizontal coordinates were scaled from a topographic map and have
 EG1941.an estimated accuracy of +/- 6 seconds.
 EG1941
 EG1941.The orthometric height was determined by differential leveling
 EG1941.and adjusted by the  in 1992.
 EG1941.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1941.rate of 0.0 thru 1.0 mm/km.
 EG1941
 EG1941.The geoid height was determined by GEOID03.
 EG1941
 EG1941.The dynamic height is computed by dividing the NAVD 88
 EG1941.geopotential number by the normal gravity value computed on the
 EG1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1941.degrees latitude (g = 980.6199 gals.).
 EG1941
 EG1941.The modeled gravity was interpolated from observed gravity values.
 EG1941
 EG1941;                    North         East    Units  Estimated Accuracy
 EG1941;SPC MS E     -   526,000.      303,840.      MT  (+/- 180 meters Scaled)
 EG1941
 EG1941                          SUPERSEDED SURVEY CONTROL
 EG1941
 EG1941.No superseded survey control is available for this station.
 EG1941
 EG1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC350906(NAD 83)
 EG1941_MARKER: DR = REFERENCE MARK DISK
 EG1941_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1941_SP_SET: HEADWALL
 EG1941_STAMPING: BM 6V 43 1984
 EG1941_MARK LOGO: MSHD  
 EG1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1941+STABILITY: SURFACE MOTION
 EG1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1941+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1941
 EG1941  HISTORY     - Date     Condition        Report By
 EG1941  HISTORY     - 1985     MONUMENTED       MSHD
 EG1941
 EG1941                          STATION DESCRIPTION
 EG1941
 EG1941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1941'TO REACH FROM THE NATCHEZ TRACE BRIDGE OVER STATE HIGHWAY 6 IN TUPELO,
 EG1941'GO WEST ON HIGHWAY 6 FOR 3.06 KM (1.90 MI) TO BOX CULVERT AND THE MARK
 EG1941'ON THE RIGHT.  IT IS 14.63 M (48.0 FT) SOUTHEAST OF A 24 INCH OAK
 EG1941'TREE, 6.1 M (20.0 FT) NORTH CENTER HIGHWAY 6, AND 0.15 M (0.5 FT) OF A
 EG1941'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1942 ***********************************************************************
 EG1942  DESIGNATION -  6 V 44
 EG1942  PID         -  EG1942
 EG1942  STATE/COUNTY-  MS/LEE
 EG1942  USGS QUAD   -  BISSELL (1979)
 EG1942
 EG1942                         *CURRENT SURVEY CONTROL
 EG1942  ___________________________________________________________________
 EG1942* NAD 83(1986)-  34 14 58.     (N)    088 46 28.     (W)     SCALED    
 EG1942* NAVD 88     -        94.897  (meters)     311.34   (feet)  POSTED    
 EG1942  ___________________________________________________________________
 EG1942  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1942  DYNAMIC HT  -          94.800 (meters)     311.02  (feet)  COMP
 EG1942  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 EG1942
 EG1942  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1942
 EG1942.The horizontal coordinates were scaled from a topographic map and have
 EG1942.an estimated accuracy of +/- 6 seconds.
 EG1942
 EG1942.The orthometric height was determined by differential leveling
 EG1942.and adjusted by the  in 1992.
 EG1942.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1942.rate of 0.0 thru 1.0 mm/km.
 EG1942
 EG1942.The geoid height was determined by GEOID03.
 EG1942
 EG1942.The dynamic height is computed by dividing the NAVD 88
 EG1942.geopotential number by the normal gravity value computed on the
 EG1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1942.degrees latitude (g = 980.6199 gals.).
 EG1942
 EG1942.The modeled gravity was interpolated from observed gravity values.
 EG1942
 EG1942;                    North         East    Units  Estimated Accuracy
 EG1942;SPC MS E     -   526,620.      305,420.      MT  (+/- 180 meters Scaled)
 EG1942
 EG1942                          SUPERSEDED SURVEY CONTROL
 EG1942
 EG1942.No superseded survey control is available for this station.
 EG1942
 EG1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC366912(NAD 83)
 EG1942_MARKER: DR = REFERENCE MARK DISK
 EG1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1942_SP_SET: CONCRETE POST
 EG1942_STAMPING: BM 6V 44 1984
 EG1942_MARK LOGO: MSHD  
 EG1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1942+STABILITY: SURFACE MOTION
 EG1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1942+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1942
 EG1942  HISTORY     - Date     Condition        Report By
 EG1942  HISTORY     - 1985     MONUMENTED       MSHD
 EG1942
 EG1942                          STATION DESCRIPTION
 EG1942
 EG1942'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1942'TO REACH FROM THE NATCHEZ TRACE BRIDGE OVER STATE HIGHWAY 6 IN TUPELO,
 EG1942'GO WEST ON HIGHWAY 6 FOR 1.45 KM (0.90 MI) TO CLIFF COOKING BLVD AND
 EG1942'THE MARK IN THE SOUTHWEST QUADRANT IN THE NORTHEAST CORNER OF THE LOT
 EG1942'OF MARSHALL DURBIN.  IT IS 24.99 M (82.0 FT) WEST OF CENTER OF THE
 EG1942'BLVD, 18.59 M (61.0 FT) SOUTH CENTER HIGHWAY 6, 6.55 M (21.5 FT) EAST
 EG1942'OF THE NORTHEAST POST SIGN TUPELO ALL AMERICAN CITY, 1.83 M (6.0 FT)
 EG1942'NORTH OF A 18 INCH PINE TREE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1948 ***********************************************************************
 EG1948  DESIGNATION -  6 V 45
 EG1948  PID         -  EG1948
 EG1948  STATE/COUNTY-  MS/LEE
 EG1948  USGS QUAD   -  TUPELO (1982)
 EG1948
 EG1948                         *CURRENT SURVEY CONTROL
 EG1948  ___________________________________________________________________
 EG1948* NAD 83(1986)-  34 15 55.     (N)    088 43 38.     (W)     SCALED    
 EG1948* NAVD 88     -        84.638  (meters)     277.68   (feet)  ADJUSTED  
 EG1948  ___________________________________________________________________
 EG1948  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG1948  DYNAMIC HT  -          84.553 (meters)     277.40  (feet)  COMP
 EG1948  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 EG1948
 EG1948  VERT ORDER  -  SECOND    CLASS II
 EG1948
 EG1948.The horizontal coordinates were scaled from a topographic map and have
 EG1948.an estimated accuracy of +/- 6 seconds.
 EG1948
 EG1948.The orthometric height was determined by differential leveling
 EG1948.and adjusted in June 1991.
 EG1948
 EG1948.The geoid height was determined by GEOID03.
 EG1948
 EG1948.The dynamic height is computed by dividing the NAVD 88
 EG1948.geopotential number by the normal gravity value computed on the
 EG1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1948.degrees latitude (g = 980.6199 gals.).
 EG1948
 EG1948.The modeled gravity was interpolated from observed gravity values.
 EG1948
 EG1948;                    North         East    Units  Estimated Accuracy
 EG1948;SPC MS E     -   528,380.      309,770.      MT  (+/- 180 meters Scaled)
 EG1948
 EG1948                          SUPERSEDED SURVEY CONTROL
 EG1948
 EG1948.No superseded survey control is available for this station.
 EG1948
 EG1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC409929(NAD 83)
 EG1948_MARKER: DR = REFERENCE MARK DISK
 EG1948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1948_SP_SET: HEADWALL
 EG1948_STAMPING: BM 6V 45 1984
 EG1948_MARK LOGO: MSHD  
 EG1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1948+STABILITY: SURFACE MOTION
 EG1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1948+SATELLITE: SATELLITE OBSERVATIONS - 1985
 EG1948
 EG1948  HISTORY     - Date     Condition        Report By
 EG1948  HISTORY     - 1985     MONUMENTED       MSHD
 EG1948
 EG1948                          STATION DESCRIPTION
 EG1948
 EG1948'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1948'TO REACH FROM TUPELO JUNIOR HIGH IN TUPELO ON GLOSTER ST (OLD US
 EG1948'HIGHWAY 45), GO NORTH 0.64 KM (0.40 MI) TO THE INTERSECTION OF JACKSON
 EG1948'STREET, TURN LEFT GO WEST ON JACKSON STREET FOR 0.97 KM (0.60 MI) TO
 EG1948'THE RAILROAD TRACK AND THE MARK ON THE LEFT.  IT IS 9.14 M (30.0 FT)
 EG1948'SOUTH CENTER JACKSON ST, 7.01 M (23.0 FT) SOUTHEAST OF RAILROAD
 EG1948'FLASHING STOP SIGN, 3.51 M (11.5 FT) WEST OF THE WEST RAIL IN THE
 EG1948'NORTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT UNDER
 EG1948'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1903 ***********************************************************************
 EG1903  DESIGNATION -  6 V 6
 EG1903  PID         -  EG1903
 EG1903  STATE/COUNTY-  MS/LAFAYETTE
 EG1903  USGS QUAD   -  YOCONA (1980)
 EG1903
 EG1903                         *CURRENT SURVEY CONTROL
 EG1903  ___________________________________________________________________
 EG1903* NAD 83(1986)-  34 20 20.     (N)    089 25 30.     (W)     SCALED    
 EG1903* NAVD 88     -       152.854  (meters)     501.49   (feet)  POSTED    
 EG1903  ___________________________________________________________________
 EG1903  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EG1903  DYNAMIC HT  -         152.700 (meters)     500.98  (feet)  COMP
 EG1903  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EG1903
 EG1903  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1903
 EG1903.The horizontal coordinates were scaled from a topographic map and have
 EG1903.an estimated accuracy of +/- 6 seconds.
 EG1903
 EG1903.The orthometric height was determined by differential leveling
 EG1903.and adjusted by the  in 1992.
 EG1903.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1903.rate of 0.0 thru 1.0 mm/km.
 EG1903
 EG1903.The geoid height was determined by GEOID03.
 EG1903
 EG1903.The dynamic height is computed by dividing the NAVD 88
 EG1903.geopotential number by the normal gravity value computed on the
 EG1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1903.degrees latitude (g = 980.6199 gals.).
 EG1903
 EG1903.The modeled gravity was interpolated from observed gravity values.
 EG1903
 EG1903;                    North         East    Units  Estimated Accuracy
 EG1903;SPC MS E     -   536,700.      245,560.      MT  (+/- 180 meters Scaled)
 EG1903
 EG1903                          SUPERSEDED SURVEY CONTROL
 EG1903
 EG1903.No superseded survey control is available for this station.
 EG1903
 EG1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD769023(NAD 83)
 EG1903_MARKER: DR = REFERENCE MARK DISK
 EG1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1903_SP_SET: CONCRETE POST
 EG1903_STAMPING: BM 6V 6 1984
 EG1903_MARK LOGO: MSHD  
 EG1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1903+STABILITY: SURFACE MOTION
 EG1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1903+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1903
 EG1903  HISTORY     - Date     Condition        Report By
 EG1903  HISTORY     - 1984     MONUMENTED       MSHD
 EG1903
 EG1903                          STATION DESCRIPTION
 EG1903
 EG1903'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1903'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1903'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1903'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1903'TURN LEFT GO EAST ON HIGHWAY 6 FOR 1.23 KM (0.75 MI) AND MARK ON THE
 EG1903'LEFT.  IT IS 28.22 M (92.6 FT)  NORTHWEST CENTER HIGHWAY 6, 8.84 M
 EG1903'(29.0 FT) NORTHWEST OF A FENCE CORNER, 6.1 M (20.0 FT) SOUTH OF A
 EG1903'POWERLINE POLE, 3.96 M (13.0 FT)  NORTH NORTHEAST CENTER GRAVEL DRIVE,
 EG1903'1.68 M (5.5 FT)  SOUTHWEST OF A FENCE AND IS SET IN THE TOP OF A ROUND
 EG1903'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1904 ***********************************************************************
 EG1904  DESIGNATION -  6 V 7
 EG1904  PID         -  EG1904
 EG1904  STATE/COUNTY-  MS/LAFAYETTE
 EG1904  USGS QUAD   -  YOCONA (1980)
 EG1904
 EG1904                         *CURRENT SURVEY CONTROL
 EG1904  ___________________________________________________________________
 EG1904* NAD 83(1986)-  34 19 58.     (N)    089 24 30.     (W)     SCALED    
 EG1904* NAVD 88     -       117.724  (meters)     386.23   (feet)  POSTED    
 EG1904  ___________________________________________________________________
 EG1904  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EG1904  DYNAMIC HT  -         117.610 (meters)     385.86  (feet)  COMP
 EG1904  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EG1904
 EG1904  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1904
 EG1904.The horizontal coordinates were scaled from a topographic map and have
 EG1904.an estimated accuracy of +/- 6 seconds.
 EG1904
 EG1904.The orthometric height was determined by differential leveling
 EG1904.and adjusted by the  in 1992.
 EG1904.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1904.rate of 0.0 thru 1.0 mm/km.
 EG1904
 EG1904.The geoid height was determined by GEOID03.
 EG1904
 EG1904.The dynamic height is computed by dividing the NAVD 88
 EG1904.geopotential number by the normal gravity value computed on the
 EG1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1904.degrees latitude (g = 980.6199 gals.).
 EG1904
 EG1904.The modeled gravity was interpolated from observed gravity values.
 EG1904
 EG1904;                    North         East    Units  Estimated Accuracy
 EG1904;SPC MS E     -   536,010.      247,090.      MT  (+/- 180 meters Scaled)
 EG1904
 EG1904                          SUPERSEDED SURVEY CONTROL
 EG1904
 EG1904.No superseded survey control is available for this station.
 EG1904
 EG1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD784016(NAD 83)
 EG1904_MARKER: DR = REFERENCE MARK DISK
 EG1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1904_SP_SET: CONCRETE POST
 EG1904_STAMPING: BM 6V 7 1984
 EG1904_MARK LOGO: MSHD  
 EG1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1904+STABILITY: SURFACE MOTION
 EG1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1904+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1904
 EG1904  HISTORY     - Date     Condition        Report By
 EG1904  HISTORY     - 1984     MONUMENTED       MSHD
 EG1904
 EG1904                          STATION DESCRIPTION
 EG1904
 EG1904'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1904'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1904'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1904'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1904'TURN LEFT GO EAST ON HIGHWAY 6 FOR 8.86 KM (5.50 MI) AND THE MARK IS
 EG1904'ON THE LEFT.  IT IS IS 9.45 M (31.0 FT) NORTH CENTER OF HIGHWAY 6, 0.3
 EG1904'M (1.0 FT) WEST OF THE EAST END OF CULVERT AND IS IN THE EAST CORNER
 EG1904'OF THE NORTH END OF AN 8 FT X 12 FT BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1905 ***********************************************************************
 EG1905  DESIGNATION -  6 V 8
 EG1905  PID         -  EG1905
 EG1905  STATE/COUNTY-  MS/LAFAYETTE
 EG1905  USGS QUAD   -  YOCONA (1980)
 EG1905
 EG1905                         *CURRENT SURVEY CONTROL
 EG1905  ___________________________________________________________________
 EG1905* NAD 83(1986)-  34 19 40.     (N)    089 23 35.     (W)     SCALED    
 EG1905* NAVD 88     -       124.756  (meters)     409.30   (feet)  POSTED    
 EG1905  ___________________________________________________________________
 EG1905  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EG1905  DYNAMIC HT  -         124.630 (meters)     408.89  (feet)  COMP
 EG1905  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 EG1905
 EG1905  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1905
 EG1905.The horizontal coordinates were scaled from a topographic map and have
 EG1905.an estimated accuracy of +/- 6 seconds.
 EG1905
 EG1905.The orthometric height was determined by differential leveling
 EG1905.and adjusted by the  in 1992.
 EG1905.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1905.rate of 0.0 thru 1.0 mm/km.
 EG1905
 EG1905.The geoid height was determined by GEOID03.
 EG1905
 EG1905.The dynamic height is computed by dividing the NAVD 88
 EG1905.geopotential number by the normal gravity value computed on the
 EG1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1905.degrees latitude (g = 980.6199 gals.).
 EG1905
 EG1905.The modeled gravity was interpolated from observed gravity values.
 EG1905
 EG1905;                    North         East    Units  Estimated Accuracy
 EG1905;SPC MS E     -   535,450.      248,490.      MT  (+/- 180 meters Scaled)
 EG1905
 EG1905                          SUPERSEDED SURVEY CONTROL
 EG1905
 EG1905.No superseded survey control is available for this station.
 EG1905
 EG1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD798010(NAD 83)
 EG1905_MARKER: DR = REFERENCE MARK DISK
 EG1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1905_SP_SET: CONCRETE POST
 EG1905_STAMPING: BM 6V 8 1984
 EG1905_MARK LOGO: MSHD  
 EG1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1905+STABILITY: SURFACE MOTION
 EG1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1905+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1905
 EG1905  HISTORY     - Date     Condition        Report By
 EG1905  HISTORY     - 1984     MONUMENTED       MSHD
 EG1905
 EG1905                          STATION DESCRIPTION
 EG1905
 EG1905'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1905'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR .16
 EG1905'KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST ON
 EG1905'UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY 6,
 EG1905'TURN LEFT EAST ON HIGHWAY 6, GO 9.66 KM (6.00 MI) TO MIDWAY BAPTIST
 EG1905'CHURCH AND THE MARK IS ON THE LEFT.  IT IS 19.66 M (64.5 FT) SOUTHEAST
 EG1905'OF THE SOUTHEAST CORNER OF THE CHURCH, 13.41 M (44.0 FT) NORTH CENTER
 EG1905'OF HIGHWAY 6, 0.61 M (2.0 FT) SOUTH OF A 12 INCH PINE TREE AND IS SET
 EG1905'IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1906 ***********************************************************************
 EG1906  DESIGNATION -  6 V 9
 EG1906  PID         -  EG1906
 EG1906  STATE/COUNTY-  MS/LAFAYETTE
 EG1906  USGS QUAD   -  YOCONA (1980)
 EG1906
 EG1906                         *CURRENT SURVEY CONTROL
 EG1906  ___________________________________________________________________
 EG1906* NAD 83(1986)-  34 19 31.     (N)    089 22 32.     (W)     SCALED    
 EG1906* NAVD 88     -       154.340  (meters)     506.36   (feet)  POSTED    
 EG1906  ___________________________________________________________________
 EG1906  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EG1906  DYNAMIC HT  -         154.190 (meters)     505.87  (feet)  COMP
 EG1906  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EG1906
 EG1906  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1906
 EG1906.The horizontal coordinates were scaled from a topographic map and have
 EG1906.an estimated accuracy of +/- 6 seconds.
 EG1906
 EG1906.The orthometric height was determined by differential leveling
 EG1906.and adjusted by the  in 1992.
 EG1906.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1906.rate of 0.0 thru 1.0 mm/km.
 EG1906
 EG1906.The geoid height was determined by GEOID03.
 EG1906
 EG1906.The dynamic height is computed by dividing the NAVD 88
 EG1906.geopotential number by the normal gravity value computed on the
 EG1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1906.degrees latitude (g = 980.6199 gals.).
 EG1906
 EG1906.The modeled gravity was interpolated from observed gravity values.
 EG1906
 EG1906;                    North         East    Units  Estimated Accuracy
 EG1906;SPC MS E     -   535,160.      250,100.      MT  (+/- 180 meters Scaled)
 EG1906
 EG1906                          SUPERSEDED SURVEY CONTROL
 EG1906
 EG1906.No superseded survey control is available for this station.
 EG1906
 EG1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD814007(NAD 83)
 EG1906_MARKER: DR = REFERENCE MARK DISK
 EG1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1906_SP_SET: CONCRETE POST
 EG1906_STAMPING: BM 6V 9 1984
 EG1906_MARK LOGO: MSHD  
 EG1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1906+STABILITY: SURFACE MOTION
 EG1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1906+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1906
 EG1906  HISTORY     - Date     Condition        Report By
 EG1906  HISTORY     - 1984     MONUMENTED       MSHD
 EG1906
 EG1906                          STATION DESCRIPTION
 EG1906
 EG1906'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1906'TO REACH FROM THE COURTHOUSE IN OXFORD, GO SOUTH ON LAMAR BLVD FOR
 EG1906'0.16 KM (0.10 MI) TO UNIVERSITY AVE (OLD HIGHWAY 6), TURN LEFT GO EAST
 EG1906'ON UNIVERSITY AVE FOR 2.9 KM (1.80 MI) TO JUNCTION OF PRESENT HIGHWAY
 EG1906'6, TURN LEFT GO EAST ON HIGHWAY 6 FOR 11.35 KM (7.05 MI) TO A SIDE
 EG1906'ROAD AND THE MARK ON THE LEFT.  IT IS 15.24 M (50.0 FT) NORTH CENTER
 EG1906'HIGHWAY 6, 8.53 M (28.0 FT)  EAST CENTER OF GRAVEL ROAD, 0.61 M
 EG1906'(2.0 FT) SOUTH OF A 12 INCH PINE, 0.3 M (1.0 FT) EAST OF A CARSONITE
 EG1906'WITNESS POST , 1.61 KM (1.00 MI) EAST OF MIDWAY CHURCH AND IS SET IN
 EG1906'THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1890 ***********************************************************************
 EG1890  DESIGNATION -  6 V A
 EG1890  PID         -  EG1890
 EG1890  STATE/COUNTY-  MS/LAFAYETTE
 EG1890  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1890
 EG1890                         *CURRENT SURVEY CONTROL
 EG1890  ___________________________________________________________________
 EG1890* NAD 83(1986)-  34 22 00.     (N)    089 33 01.     (W)     SCALED    
 EG1890* NAVD 88     -       124.746  (meters)     409.27   (feet)  POSTED    
 EG1890  ___________________________________________________________________
 EG1890  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EG1890  DYNAMIC HT  -         124.630 (meters)     408.89  (feet)  COMP
 EG1890  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EG1890
 EG1890  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EG1890
 EG1890.The horizontal coordinates were scaled from a topographic map and have
 EG1890.an estimated accuracy of +/- 6 seconds.
 EG1890
 EG1890.The orthometric height was determined by differential leveling
 EG1890.and adjusted by the  in 1992.
 EG1890.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EG1890.rate of 1.1 thru 2.0 mm/km.
 EG1890
 EG1890.The geoid height was determined by GEOID03.
 EG1890
 EG1890.The dynamic height is computed by dividing the NAVD 88
 EG1890.geopotential number by the normal gravity value computed on the
 EG1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1890.degrees latitude (g = 980.6199 gals.).
 EG1890
 EG1890.The modeled gravity was interpolated from observed gravity values.
 EG1890
 EG1890;                    North         East    Units  Estimated Accuracy
 EG1890;SPC MS E     -   539,850.      234,050.      MT  (+/- 180 meters Scaled)
 EG1890
 EG1890                          SUPERSEDED SURVEY CONTROL
 EG1890
 EG1890.No superseded survey control is available for this station.
 EG1890
 EG1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD654057(NAD 83)
 EG1890_MARKER: DR = REFERENCE MARK DISK
 EG1890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1890_SP_SET: HEADWALL
 EG1890_STAMPING: BM 6V A 1984
 EG1890_MARK LOGO: MSHD  
 EG1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1890+STABILITY: SURFACE MOTION
 EG1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1890+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1890
 EG1890  HISTORY     - Date     Condition        Report By
 EG1890  HISTORY     - 1984     MONUMENTED       MSHD
 EG1890
 EG1890                          STATION DESCRIPTION
 EG1890
 EG1890'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1890'TO REACH FROM THE NORTH SIDE OF THE COURTHOUSE IN OXFORD, GO WEST ON
 EG1890'JACKSON AVENUE FOR 3.22 KM (2.00 MI) TO HAWTHORNE DRIVE, TURN LEFT
 EG1890'SOUTH AND GO 0.08 KM (0.05 MI) TO A CULVERT AND THE MARK IN THE WEST
 EG1890'HEADWALL.  IT IS 10.36 M (34.0 FT) SOUTH OF POWERPOLE, 4.42 M
 EG1890'(14.5 FT) WEST OF THE CENTER OF HAWTHORNE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1175 ***********************************************************************
 DK1175  DESIGNATION -  60 A
 DK1175  PID         -  DK1175
 DK1175  STATE/COUNTY-  MS/WASHINGTON
 DK1175  USGS QUAD   -  GREENVILLE (1970)
 DK1175
 DK1175                         *CURRENT SURVEY CONTROL
 DK1175  ___________________________________________________________________
 DK1175* NAD 83(1986)-  33 24 37.     (N)    091 04 00.     (W)     SCALED    
 DK1175* NAVD 88     -        39.43   (+/-2cm)     129.4    (feet)  VERTCON   
 DK1175  ___________________________________________________________________
 DK1175  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1175  VERT ORDER  -  ? (See Below)
 DK1175
 DK1175.The horizontal coordinates were scaled from a topographic map and have
 DK1175.an estimated accuracy of +/- 6 seconds.
 DK1175
 DK1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1175.The vertical order pertains to the NGVD 29 superseded value.
 DK1175
 DK1175.The geoid height was determined by GEOID03.
 DK1175
 DK1175;                    North         East    Units  Estimated Accuracy
 DK1175;SPC MS W     -   433,780.      631,790.      MT  (+/- 180 meters Scaled)
 DK1175
 DK1175                          SUPERSEDED SURVEY CONTROL
 DK1175
 DK1175  NGVD 29 (??/??/??)   39.486  (m)          129.55   (f) ADJUSTED    ?  
 DK1175
 DK1175.Superseded values are not recommended for survey control.
 DK1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1175.See file dsdata.txt to determine how the superseded data were derived.
 DK1175
 DK1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS797984(NAD 83)
 DK1175_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1175
 DK1175  HISTORY     - Date     Condition        Report By
 DK1175  HISTORY     - UNK      MONUMENTED       DOD
 DK1175  HISTORY     - 1967     GOOD             MSHD
 DK1175  HISTORY     - 1973     MARK NOT FOUND   NGS
 DK1175
 DK1175                          STATION DESCRIPTION
 DK1175
 DK1175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1175'IN GREENVILLE.
 DK1175'THE MARK IS LOCATED AT GREENVILLE, AT THE END OF CENTRAL AVENUE, ON
 DK1175'THE SOUTH SIDE OF THE STREET, ABOUT 260 FEET WEST OF MILE POST 74/75,
 DK1175'70 FEET SOUTHEAST OF THE LANDSIDE TOE OF THE LEVEE, AND 60 FEET
 DK1175'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  A CORPS OF ENGINEERS,
 DK1175'U.S. ARMY STANDARD CAP, RIVETED ON THE TOP OF A 2 INCH PIPE SET IN
 DK1175'CONCRETE.
 DK1175
 DK1175                          STATION RECOVERY (1973)
 DK1175
 DK1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0470 ***********************************************************************
 EH0470  DESIGNATION -  60/61
 EH0470  PID         -  EH0470
 EH0470  STATE/COUNTY-  MS/COAHOMA
 EH0470  USGS QUAD   -  MOON LAKE (1964)
 EH0470
 EH0470                         *CURRENT SURVEY CONTROL
 EH0470  ___________________________________________________________________
 EH0470* NAD 83(1986)-  34 27 26.     (N)    090 33 21.     (W)     SCALED    
 EH0470* NAVD 88     -        54.043  (meters)     177.31   (feet)  ADJUSTED  
 EH0470  ___________________________________________________________________
 EH0470  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH0470  DYNAMIC HT  -          53.991 (meters)     177.14  (feet)  COMP
 EH0470  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 EH0470
 EH0470  VERT ORDER  -  FIRST     CLASS II
 EH0470
 EH0470.The horizontal coordinates were scaled from a topographic map and have
 EH0470.an estimated accuracy of +/- 6 seconds.
 EH0470
 EH0470.The orthometric height was determined by differential leveling
 EH0470.and adjusted in June 1991.
 EH0470
 EH0470.The geoid height was determined by GEOID03.
 EH0470
 EH0470.The dynamic height is computed by dividing the NAVD 88
 EH0470.geopotential number by the normal gravity value computed on the
 EH0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0470.degrees latitude (g = 980.6199 gals.).
 EH0470
 EH0470.The modeled gravity was interpolated from observed gravity values.
 EH0470
 EH0470;                    North         East    Units  Estimated Accuracy
 EH0470;SPC MS W     -   549,690.      679,560.      MT  (+/- 180 meters Scaled)
 EH0470
 EH0470                          SUPERSEDED SURVEY CONTROL
 EH0470
 EH0470  NGVD 29 (??/??/??)   54.091  (m)          177.46   (f) ADJUSTED    1 2
 EH0470
 EH0470.Superseded values are not recommended for survey control.
 EH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0470.See file dsdata.txt to determine how the superseded data were derived.
 EH0470
 EH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU245155(NAD 83)
 EH0470_MARKER: DD = SURVEY DISK
 EH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0470_STAMPING: BM 60/61
 EH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0470+STABILITY: SURFACE MOTION
 EH0470
 EH0470  HISTORY     - Date     Condition        Report By
 EH0470  HISTORY     - UNK      MONUMENTED       DOD
 EH0470  HISTORY     - 1973     GOOD             MSHD
 EH0470
 EH0470                          STATION DESCRIPTION
 EH0470
 EH0470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0470'7.65 MI NE FROM FRIARS POINT.
 EH0470'THE MARK IS LOCATED 7.65 MILES NE OF FRIARS POINT ON THE LANDSIDE OF
 EH0470'THE MISSISSIPPI RIVER LEVEE IN THE EAST ANGLE OF A PIPE LINE CROSSING,
 EH0470'6.5 MILES NW OF COAHOMA, 3.3 MILES SE OF THE CENTER OF THE U.S.
 EH0470'HIGHWAY 49 BRIDGE OVER THE MISSISSIPPI RIVER IN THE SE 1/4 OF SECTION
 EH0470'24, T 30N, R 4W.  IT IS 437 FEET ENE OF THE CENTER OF THE TOP OF THE
 EH0470'LEVEE, 419 FEET ENE OF MILE POST 60, 493 FEET WNW OF REF 60 (USE), 147
 EH0470'FEET SE OF THE CENTER OF A PIPE LINE, 100 FEET EAST OF THE EAST EDGE
 EH0470'OF A BARN, 221 FEET SSW OF A PIPE LINE MARKER IN A FENCE LINE, 1 FOOT
 EH0470'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 EH0470'CONCRETE POST AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 EH0470'INTERSECTION OF THE MISSISSIPPI RIVER LEVEE AND U.S. HIGHWAY 49 ABOUT
 EH0470'2 MILES EAST OF THE MISSISSIPPI RIVER TOLL BRIDGE GO SOUTH ON THE
 EH0470'MISSISSIPPI RIVER LEVEE FOR 2.2 MILES TO A PIPE LINE CROSSING AND THE
 EH0470'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0471 ***********************************************************************
 EH0471  DESIGNATION -  60/61 REF
 EH0471  PID         -  EH0471
 EH0471  STATE/COUNTY-  MS/COAHOMA
 EH0471  USGS QUAD   -  MOON LAKE (1964)
 EH0471
 EH0471                         *CURRENT SURVEY CONTROL
 EH0471  ___________________________________________________________________
 EH0471* NAD 83(1986)-  34 27 26.     (N)    090 33 16.     (W)     SCALED    
 EH0471* NAVD 88     -        53.679  (meters)     176.11   (feet)  ADJUSTED  
 EH0471  ___________________________________________________________________
 EH0471  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0471  DYNAMIC HT  -          53.627 (meters)     175.94  (feet)  COMP
 EH0471  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EH0471
 EH0471  VERT ORDER  -  FIRST     CLASS II
 EH0471
 EH0471.The horizontal coordinates were scaled from a topographic map and have
 EH0471.an estimated accuracy of +/- 6 seconds.
 EH0471
 EH0471.The orthometric height was determined by differential leveling
 EH0471.and adjusted in June 1991.
 EH0471
 EH0471.The geoid height was determined by GEOID03.
 EH0471
 EH0471.The dynamic height is computed by dividing the NAVD 88
 EH0471.geopotential number by the normal gravity value computed on the
 EH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0471.degrees latitude (g = 980.6199 gals.).
 EH0471
 EH0471.The modeled gravity was interpolated from observed gravity values.
 EH0471
 EH0471;                    North         East    Units  Estimated Accuracy
 EH0471;SPC MS W     -   549,690.      679,680.      MT  (+/- 180 meters Scaled)
 EH0471
 EH0471                          SUPERSEDED SURVEY CONTROL
 EH0471
 EH0471  NGVD 29 (??/??/??)   53.726  (m)          176.27   (f) ADJUSTED    1 2
 EH0471
 EH0471.Superseded values are not recommended for survey control.
 EH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0471.See file dsdata.txt to determine how the superseded data were derived.
 EH0471
 EH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU246155(NAD 83)
 EH0471_MARKER: DD = SURVEY DISK
 EH0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0471_STAMPING: REF 60/61
 EH0471_MARK LOGO: USE   
 EH0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0471+STABILITY: SURFACE MOTION
 EH0471
 EH0471  HISTORY     - Date     Condition        Report By
 EH0471  HISTORY     - UNK      MONUMENTED       DOD
 EH0471  HISTORY     - 1973     GOOD             MSHD
 EH0471  HISTORY     - 1983     GOOD             NGS
 EH0471
 EH0471                          STATION DESCRIPTION
 EH0471
 EH0471'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0471'7.6 MI NE FROM FRIARS POINT.
 EH0471'THE MARK IS LOCATED 7.6 MILES NE OF FRIARS POINT ON THE LANDSIDE OF
 EH0471'THE MISSISSIPPI RIVER LEVEE ABOUT 640 FEET SE OF THE CENTER OF A
 EH0471'PIPELINE, 6.4 MILES NW OF COAHOMA, 3.4 MILES SE OF THE CENTER OF THE
 EH0471'U.S. HIGHWAY 49 BRIDGE OVER THE MISSISSIPPI RIVER IN THE SE 1/4 OF
 EH0471'SECTION 24, T 30N, R 4W.  IT IS 371 FEET NE OF THE CENTER OF THE TOP
 EH0471'OF THE TOP OF THE LEVEE, 493 FEET ESE OF BM 60/61 (USE), 184 FEET SW
 EH0471'OF A FENCE, 322 FEET WEST OF A TWIN SYCAMORE, 35 FEET NE OF THE NE
 EH0471'EDGE OF A SMALL BERM, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE
 EH0471'TOP OF A 6 INCH SQUARE CONCRETE POST CENTERED BETWEEN TWO 3 INCH IRON
 EH0471'PIPES AND PROJECTS 2 INCHES.  TO REACH FROM THE INTERSECTION OF THE
 EH0471'MISSISSIPPI RIVER LEVEE AND U.S. HIGHWAY 49 ABOUT 2 MILES EAST OF THE
 EH0471'MISSISSIPPI RIVER TOLL BRIDGE GO SOUTH ON THE MISSISSIPPI RIVER LEVEE
 EH0471'FOR 2.2 MILES TO A PIPE LINE CROSSING.  CONTINUE SE ON THE LEVEE FOR
 EH0471'0.15 MILE TO THE MARK ON THE LEFT.
 EH0471
 EH0471                          STATION RECOVERY (1983)
 EH0471
 EH0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1064 ***********************************************************************
 BW1064  DESIGNATION -  61 V 10
 BW1064  PID         -  BW1064
 BW1064  STATE/COUNTY-  MS/WILKINSON
 BW1064  USGS QUAD   -  WOODVILLE (1988)
 BW1064
 BW1064                         *CURRENT SURVEY CONTROL
 BW1064  ___________________________________________________________________
 BW1064* NAD 83(1986)-  31 06 46.     (N)    091 17 30.     (W)     SCALED    
 BW1064* NAVD 88     -       119.33   (+/-2cm)     391.5    (feet)  VERTCON   
 BW1064  ___________________________________________________________________
 BW1064  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW1064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1064
 BW1064.The horizontal coordinates were scaled from a topographic map and have
 BW1064.an estimated accuracy of +/- 6 seconds.
 BW1064
 BW1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1064.The vertical order pertains to the NGVD 29 superseded value.
 BW1064
 BW1064.The geoid height was determined by GEOID03.
 BW1064
 BW1064;                    North         East    Units  Estimated Accuracy
 BW1064;SPC MS W     -   179,180.      608,590.      MT  (+/- 180 meters Scaled)
 BW1064
 BW1064                          SUPERSEDED SURVEY CONTROL
 BW1064
 BW1064  NGVD 29 (??/??/92)  119.29   (m)          391.4    (f) COMPUTED    2 0
 BW1064
 BW1064.Superseded values are not recommended for survey control.
 BW1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1064.See file dsdata.txt to determine how the superseded data were derived.
 BW1064
 BW1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ629433(NAD 83)
 BW1064_MARKER: DD = SURVEY DISK
 BW1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1064_STAMPING: BM 61V-10 1969
 BW1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1064+STABILITY: SURFACE MOTION
 BW1064
 BW1064  HISTORY     - Date     Condition        Report By
 BW1064  HISTORY     - 1969     MONUMENTED       MSHD
 BW1064
 BW1064                          STATION DESCRIPTION
 BW1064
 BW1064'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1064'0.7 MI NE FROM WOODVILLE.
 BW1064'THE MARK IS LOCATED 0.7 MILE NORTHEAST OF WOODVILLE ON THE WEST SIDE
 BW1064'OF U.S. HIGHWAY 61 ON A POWER LINE RIGHT-OF-WAY IN THE NORTHWEST 1/4
 BW1064'OF SECTION 27, T 2N, R 2W.  IT IS 180 FEET WEST OF THE CENTER OF U.S.
 BW1064'HIGHWAY 61, 15 FEET SOUTH OF THE EXTENDED CENTER OF THE EAST END OF A
 BW1064'PRIVATE ROAD, 50 FEET SOUTH SOUTHWEST OF A 14 INCH OAK, 73 FEET NORTH
 BW1064'OF A 16 INCH PECAN, 2 FEET NORTH OF A POWER LINE POLE WITH THREE
 BW1064'TRANSFORMERS AND A GUY WIRE, 1 FOOT WEST OF A METAL WITNESS POST, SET
 BW1064'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE
 BW1064'LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE
 BW1064'WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE
 BW1064'HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN
 BW1064'LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 0.65 MILE TO A
 BW1064'PRIVATE SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0826 ***********************************************************************
 CP0826  DESIGNATION -  61 V 100
 CP0826  PID         -  CP0826
 CP0826  STATE/COUNTY-  MS/WARREN
 CP0826  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0826
 CP0826                         *CURRENT SURVEY CONTROL
 CP0826  ___________________________________________________________________
 CP0826* NAD 83(1986)-  32 17 26.     (N)    090 54 49.     (W)     SCALED    
 CP0826* NAVD 88     -        54.73   (+/-2cm)     179.6    (feet)  VERTCON   
 CP0826  ___________________________________________________________________
 CP0826  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0826
 CP0826.The horizontal coordinates were scaled from a topographic map and have
 CP0826.an estimated accuracy of +/- 6 seconds.
 CP0826
 CP0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0826.The vertical order pertains to the NGVD 29 superseded value.
 CP0826
 CP0826.The geoid height was determined by GEOID03.
 CP0826
 CP0826;                    North         East    Units  Estimated Accuracy
 CP0826;SPC MS W     -   309,520.      645,340.      MT  (+/- 180 meters Scaled)
 CP0826
 CP0826                          SUPERSEDED SURVEY CONTROL
 CP0826
 CP0826  NGVD 29 (??/??/92)   54.761  (m)          179.66   (f) ADJ UNCH    2 0
 CP0826
 CP0826.Superseded values are not recommended for survey control.
 CP0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0826.See file dsdata.txt to determine how the superseded data were derived.
 CP0826
 CP0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR964745(NAD 83)
 CP0826_MARKER: DD = SURVEY DISK
 CP0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0826_STAMPING: BM 61V-100 1970
 CP0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0826+STABILITY: SURFACE MOTION
 CP0826
 CP0826  HISTORY     - Date     Condition        Report By
 CP0826  HISTORY     - 1970     MONUMENTED       MSHD
 CP0826
 CP0826                          STATION DESCRIPTION
 CP0826
 CP0826'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0826'4.4 MI SSW FROM VICKSBURG.
 CP0826'THE MARK IS LOCATED 4.4 MILES SOUTH SOUTHWEST OF VICKSBURG ON THE WEST
 CP0826'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 46.5 FEET WEST OF THE CENTER
 CP0826'OF HIGHWAY 61, 13 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 42 FEET
 CP0826'NORTH NORTHEAST OF A PATIO IN FRONT OF AN ASBESTOS SIDING HOUSE, 33.5
 CP0826'FEET SOUTH SOUTHWEST OF A 10 INCH CEDAR, 2.5 FEET NORTH OF A POLE WITH
 CP0826'A LAMP ON IT, 3.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A PIPE
 CP0826'FENCE AROUND A GAS VALVE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN
 CP0826'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 CP0826'AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE
 CP0826'CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG GO WEST ON CRAWFORD
 CP0826'STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON STREET (U.S.
 CP0826'HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE ON WASHINGTON STREET FOR
 CP0826'2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE LEFT. CONTINUE SOUTH ON
 CP0826'U.S. HIGHWAY 61 FOR 2.25 MILES TO A STONE HOUSE ON THE LEFT AND THE
 CP0826'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0827 ***********************************************************************
 CP0827  DESIGNATION -  61 V 101
 CP0827  PID         -  CP0827
 CP0827  STATE/COUNTY-  MS/WARREN
 CP0827  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0827
 CP0827                         *CURRENT SURVEY CONTROL
 CP0827  ___________________________________________________________________
 CP0827* NAD 83(1986)-  32 18 18.     (N)    090 54 17.     (W)     SCALED    
 CP0827* NAVD 88     -        62.59   (+/-2cm)     205.3    (feet)  VERTCON   
 CP0827  ___________________________________________________________________
 CP0827  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0827
 CP0827.The horizontal coordinates were scaled from a topographic map and have
 CP0827.an estimated accuracy of +/- 6 seconds.
 CP0827
 CP0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0827.The vertical order pertains to the NGVD 29 superseded value.
 CP0827
 CP0827.The geoid height was determined by GEOID03.
 CP0827
 CP0827;                    North         East    Units  Estimated Accuracy
 CP0827;SPC MS W     -   311,110.      646,190.      MT  (+/- 180 meters Scaled)
 CP0827
 CP0827                          SUPERSEDED SURVEY CONTROL
 CP0827
 CP0827  NGVD 29 (??/??/92)   62.621  (m)          205.45   (f) ADJ UNCH    2 0
 CP0827
 CP0827.Superseded values are not recommended for survey control.
 CP0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0827.See file dsdata.txt to determine how the superseded data were derived.
 CP0827
 CP0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR972761(NAD 83)
 CP0827_MARKER: DD = SURVEY DISK
 CP0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0827_STAMPING: BM 61V-101 1970
 CP0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0827+STABILITY: SURFACE MOTION
 CP0827
 CP0827  HISTORY     - Date     Condition        Report By
 CP0827  HISTORY     - 1970     MONUMENTED       MSHD
 CP0827
 CP0827                          STATION DESCRIPTION
 CP0827
 CP0827'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0827'3.4 MI SSW FROM VICKSBURG.
 CP0827'THE MARK IS LOCATED 3.4 MILES SOUTH SOUTHWEST OF VICKSBURG AT THE
 CP0827'SOUTHWEST CORNER OF THE FENCE AROUND A SMALL PARK AND NEAR THE EAST
 CP0827'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 67 FEET EAST SOUTHEAST OF THE
 CP0827'CENTER OF HIGHWAY 61, 14 FEET NORTHEAST OF A 12 INCH PECAN, 43 FEET
 CP0827'SOUTHEAST OF A POWER LINE POLE WITH A METER AND GUY WIRE, 42.5 FEET
 CP0827'SOUTHWEST OF A 14 INCH GUM INSIDE THE PARK, 115 FEET SOUTH SOUTHWEST
 CP0827'OF A 48 INCH PECAN INSIDE THE PARK, 2 FEET WEST OF THE SOUTHWEST
 CP0827'CORNER OF THE FENCE AROUND THE PARK, 1 FOOT SOUTH OF A METAL WITNESS
 CP0827'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH
 CP0827'THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 CP0827'OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG GO
 CP0827'WEST ON CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON
 CP0827'STREET (U.S. HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE ON
 CP0827'WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE
 CP0827'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.1 MILES TO THE PARK AND
 CP0827'THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0828 ***********************************************************************
 CP0828  DESIGNATION -  61 V 102
 CP0828  PID         -  CP0828
 CP0828  STATE/COUNTY-  MS/WARREN
 CP0828  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0828
 CP0828                         *CURRENT SURVEY CONTROL
 CP0828  ___________________________________________________________________
 CP0828* NAD 83(1986)-  32 21 24.     (N)    090 49 43.     (W)     SCALED    
 CP0828* NAVD 88     -        87.262  (meters)     286.29   (feet)  ADJUSTED  
 CP0828  ___________________________________________________________________
 CP0828  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0828  DYNAMIC HT  -          87.161 (meters)     285.96  (feet)  COMP
 CP0828  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 CP0828
 CP0828  VERT ORDER  -  SECOND    CLASS 0
 CP0828
 CP0828.The horizontal coordinates were scaled from a topographic map and have
 CP0828.an estimated accuracy of +/- 6 seconds.
 CP0828
 CP0828.The orthometric height was determined by differential leveling
 CP0828.and adjusted in June 1991.
 CP0828
 CP0828.The geoid height was determined by GEOID03.
 CP0828
 CP0828.The dynamic height is computed by dividing the NAVD 88
 CP0828.geopotential number by the normal gravity value computed on the
 CP0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0828.degrees latitude (g = 980.6199 gals.).
 CP0828
 CP0828.The modeled gravity was interpolated from observed gravity values.
 CP0828
 CP0828;                    North         East    Units  Estimated Accuracy
 CP0828;SPC MS W     -   316,810.      653,380.      MT  (+/- 180 meters Scaled)
 CP0828
 CP0828                          SUPERSEDED SURVEY CONTROL
 CP0828
 CP0828  NGVD 29 (??/??/92)   87.327  (m)          286.51   (f) ADJ UNCH    2 0
 CP0828
 CP0828.Superseded values are not recommended for survey control.
 CP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0828.See file dsdata.txt to determine how the superseded data were derived.
 CP0828
 CP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043820(NAD 83)
 CP0828_MARKER: DD = SURVEY DISK
 CP0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0828_STAMPING: BM 61V 102 1970
 CP0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0828+STABILITY: SURFACE MOTION
 CP0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0828+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0828
 CP0828  HISTORY     - Date     Condition        Report By
 CP0828  HISTORY     - 1970     MONUMENTED       MSHD
 CP0828  HISTORY     - 1971     GOOD             MSHD
 CP0828  HISTORY     - 20050319 GOOD             USPSQD
 CP0828
 CP0828                          STATION DESCRIPTION
 CP0828
 CP0828'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0828'3.15 MI NE FROM VICKSBURG.
 CP0828'THE MARK IS LOCATED 3.15 MILES NORTHEAST OF VICKSBURG IN THE NORTHEAST
 CP0828'ANGLE OF THE INTERSECTION OF TWO BLACK TOP ROADS ABOUT 0.1 MILE WEST
 CP0828'OF NEW U.S. HIGHWAY 61.  IT IS 107 FEET NORTH OF THE CENTER OF A BLACK
 CP0828'TOP ROAD, 90 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 69 FEET
 CP0828'NORTH-NORTHEAST OF A POWER POLE WITH A GUY WIRE, 5.5 FEET SOUTHEAST OF
 CP0828'AN 18-INCH OAK, 1.5 FEET NORTHWEST OF A METAL WITNESS POST. IT IS SET
 CP0828'IN THE TOP OF A 12-INCH ROUND CONCRETE POST ABOUT 4 FEET BELOW THE
 CP0828'LEVEL OF THE ROAD PROJECTING 3 INCHES.  NOTE-- TO REACH THE MARK FROM
 CP0828'THE VICKSBURG NATIONAL PARK VISITORS CENTER GO EAST ON U.S. HIGHWAY 80
 CP0828'FOR 1.4 MILES TO THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY
 CP0828'27.  TURN LEFT AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.9 MILE TO A
 CP0828'SIDE ROAD LEFT ON THE SOUTH SIDE OF A TRUCK STOP. TURN LEFT AND
 CP0828'CONTINUE WEST ON A BLACK TOP ROAD FOR 0.1 MILE TO A T INTERSECTION AND
 CP0828'THE MARK ON THE RIGHT.
 CP0828
 CP0828                          STATION RECOVERY (2005)
 CP0828
 CP0828'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0828'WITNESS SIGN MISSING, STEEL POST WAS THERE.  MARGINAL SATELLITE
 CP0828'ACCURACY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0829 ***********************************************************************
 CP0829  DESIGNATION -  61 V 103
 CP0829  PID         -  CP0829
 CP0829  STATE/COUNTY-  MS/WARREN
 CP0829  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0829
 CP0829                         *CURRENT SURVEY CONTROL
 CP0829  ___________________________________________________________________
 CP0829* NAD 83(1986)-  32 22 13.     (N)    090 49 40.     (W)     SCALED    
 CP0829* NAVD 88     -       109.549  (meters)     359.41   (feet)  ADJUSTED  
 CP0829  ___________________________________________________________________
 CP0829  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0829  DYNAMIC HT  -         109.422 (meters)     359.00  (feet)  COMP
 CP0829  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CP0829
 CP0829  VERT ORDER  -  SECOND    CLASS 0
 CP0829
 CP0829.The horizontal coordinates were scaled from a topographic map and have
 CP0829.an estimated accuracy of +/- 6 seconds.
 CP0829
 CP0829.The orthometric height was determined by differential leveling
 CP0829.and adjusted in June 1991.
 CP0829
 CP0829.The geoid height was determined by GEOID03.
 CP0829
 CP0829.The dynamic height is computed by dividing the NAVD 88
 CP0829.geopotential number by the normal gravity value computed on the
 CP0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0829.degrees latitude (g = 980.6199 gals.).
 CP0829
 CP0829.The modeled gravity was interpolated from observed gravity values.
 CP0829
 CP0829;                    North         East    Units  Estimated Accuracy
 CP0829;SPC MS W     -   318,320.      653,470.      MT  (+/- 180 meters Scaled)
 CP0829
 CP0829                          SUPERSEDED SURVEY CONTROL
 CP0829
 CP0829  NGVD 29 (??/??/92)  109.616  (m)          359.63   (f) ADJ UNCH    2 0
 CP0829
 CP0829.Superseded values are not recommended for survey control.
 CP0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0829.See file dsdata.txt to determine how the superseded data were derived.
 CP0829
 CP0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043835(NAD 83)
 CP0829_MARKER: DD = SURVEY DISK
 CP0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0829_SP_SET: BRIDGE HEADWALL
 CP0829_STAMPING: BM 61V103 1970
 CP0829_MARK LOGO: MSHD  
 CP0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0829+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0829
 CP0829  HISTORY     - Date     Condition        Report By
 CP0829  HISTORY     - 1970     MONUMENTED       MSHD
 CP0829  HISTORY     - 19991029 GOOD             NGS
 CP0829  HISTORY     - 20050319 GOOD             USPSQD
 CP0829
 CP0829                          STATION DESCRIPTION
 CP0829
 CP0829'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0829'4.90 MI NE FROM VICKSBURG.
 CP0829'THE MARK IS LOCATED 4.90 MILES NORTHEAST OF VICKSBURG IN THE HEADWALL
 CP0829'OF THE SOUTHEAST CORNER OF A BRIDGE OVERPASSING U.S. HIGHWAY 61.  IT
 CP0829'IS 16.5 FEET FROM THE CENTER LINE OF A BLACKTOP ROAD, SET IN THE
 CP0829'HEADWALL OF A BRIDGE.  FROM THE U.S. POST OFFICE ON THE CORNER OF
 CP0829'CRAWFORD AND MONROE STREETS IN VICKSBURG, GO NORTH ON MONROE STREET
 CP0829'FOR 0.05 MILE TO THE INTERSECTION OF CLAY STREET (BUSINESS U.S.
 CP0829'HIGHWAY 80) AND MONROE STREET, TURN RIGHT (EAST) ON CLAY STREET,
 CP0829'CONTINUE 2.15 MILES ON CLAY STREET TO THE INTERSTATE 20 OVERPASS,
 CP0829'CONTINUE EASTWARD ON CLAY STREET 0.10 MILE TO THE JACKSON EXIT.  TAKE
 CP0829'THE JACKSON EXIT, CONTINUE 0.40 MILE TO INTERSTATE 20, CONTINUE ON
 CP0829'INTERSTATE 20 EAST 0.33 MILE TO U.S. HIGHWAY 61 (ROLLING FORK EXIT).
 CP0829'TAKE THE EXIT, CONTINUE 0.45 MILE TO U.S. HIGHWAY 61, CONTINUE ON U.S.
 CP0829'HIGHWAY 61 NORTHWARD 1.20 MILES TO A BLACKTOP ROAD ON THE RIGHT JUST
 CP0829'BEFORE CROSSING UNDER AN OVERPASS.  TURN RIGHT ON TO THE BLACKTOP ROAD
 CP0829'AND CONTINUE 0.10 MILE TO THE INTERSECTION OF ANOTHER BLACKTOP ROAD,
 CP0829'TURN LEFT AND CONTINUE TO A BRIDGE OVERPASSING U.S. HIGHWAY 61 TO THE
 CP0829'MARK IN THE HEADWALL OF THE SOUTHEAST CORNER OF A BRIDGE.
 CP0829
 CP0829                          STATION RECOVERY (1999)
 CP0829
 CP0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0829'TO REACH THE STATION FROM EXIT 5 OF I-20,  DRIVE NORTH ON ROUTE 61
 CP0829'1.20 MILES (1.93 KM) TO CULKIN ROAD ON THE RIGHT, JUST BEFORE GOING
 CP0829'UNDER A VIADUCT.  TAKE THE RIGHT HAND EXIT RAMP UP THE INCLINE TO
 CP0829'CULKIN ROAD.  TURN LEFT ON CULKIN ROAD AND PROCEED A SHORT DISTANCE TO
 CP0829'THE BRIDGE OVER ROUTE 61 AND THE MARK ON THE LEFT, SOUTH, IN THE
 CP0829'ABUTMENT BEHIND THE GUIDERAIL, AT THE EAST END OF THE BRIDGE.
 CP0829
 CP0829                          STATION RECOVERY (2005)
 CP0829
 CP0829'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0833 ***********************************************************************
 CP0833  DESIGNATION -  61 V 104
 CP0833  PID         -  CP0833
 CP0833  STATE/COUNTY-  MS/WARREN
 CP0833  USGS QUAD   -  REDWOOD (1962)
 CP0833
 CP0833                         *CURRENT SURVEY CONTROL
 CP0833  ___________________________________________________________________
 CP0833* NAD 83(1986)-  32 22 49.     (N)    090 49 37.     (W)     SCALED    
 CP0833* NAVD 88     -        90.238  (meters)     296.06   (feet)  ADJUSTED  
 CP0833  ___________________________________________________________________
 CP0833  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0833  DYNAMIC HT  -          90.134 (meters)     295.71  (feet)  COMP
 CP0833  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CP0833
 CP0833  VERT ORDER  -  SECOND    CLASS 0
 CP0833
 CP0833.The horizontal coordinates were scaled from a topographic map and have
 CP0833.an estimated accuracy of +/- 6 seconds.
 CP0833
 CP0833.The orthometric height was determined by differential leveling
 CP0833.and adjusted in June 1991.
 CP0833
 CP0833.The geoid height was determined by GEOID03.
 CP0833
 CP0833.The dynamic height is computed by dividing the NAVD 88
 CP0833.geopotential number by the normal gravity value computed on the
 CP0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0833.degrees latitude (g = 980.6199 gals.).
 CP0833
 CP0833.The modeled gravity was interpolated from observed gravity values.
 CP0833
 CP0833;                    North         East    Units  Estimated Accuracy
 CP0833;SPC MS W     -   319,420.      653,550.      MT  (+/- 180 meters Scaled)
 CP0833
 CP0833                          SUPERSEDED SURVEY CONTROL
 CP0833
 CP0833  NGVD 29 (??/??/92)   90.308  (m)          296.29   (f) ADJ UNCH    2 0
 CP0833
 CP0833.Superseded values are not recommended for survey control.
 CP0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0833.See file dsdata.txt to determine how the superseded data were derived.
 CP0833
 CP0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR044846(NAD 83)
 CP0833_MARKER: DD = SURVEY DISK
 CP0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0833_STAMPING: BM 61V104 1970
 CP0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0833+STABILITY: SURFACE MOTION
 CP0833
 CP0833  HISTORY     - Date     Condition        Report By
 CP0833  HISTORY     - 1970     MONUMENTED       MSHD
 CP0833
 CP0833                          STATION DESCRIPTION
 CP0833
 CP0833'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0833'5.60 MI NE FROM VICKSBURG.
 CP0833'THE MARK IS LOCATED 5.60 MILES NORTHEAST OF VICKSBURG IN A CONCRETE
 CP0833'POST BY THE NORTHWEST CORNER OF A TIN BUILDING.  IT IS 149 FEET EAST
 CP0833'OF U.S. HIGHWAY 61, 1.20 FEET WEST OF A METAL WITNESS POST, 1.80 FEET
 CP0833'WEST OF THE NORTHWEST CORNER OF A TIN BUILDING, SET IN A 12-INCH ROUND
 CP0833'CONCRETE POST, PROJECTING 1 INCH.  NOTE-- TO REACH FROM THE U.S. POST
 CP0833'OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG, GO
 CP0833'NORTH ON MONROE STREET 0.05 MILE TO THE INTERSECTION OF CLAY STREET
 CP0833'(BUSINESS U.S. 80) AND MONROE STREET, TURN RIGHT (EAST) ON CLAY
 CP0833'STREET, CONTINUE 2.15 MILES ON CLAY STREET TO WHERE INTERSTATE 20
 CP0833'CROSSES OVER IT, CONTINUE EASTWARD ON CLAY STREET 0.10 MILE TO THE
 CP0833'JACKSON EXIT, TAKE THIS EXIT AND CONTINUE 0.40 MILE TO INTERSTATE 20.
 CP0833'CONTINUE ON INTERSTATE 20 EAST FOR 0.33 MILE TO U.S. HIGHWAY 61
 CP0833'(ROLLING FORK EXIT), TAKE EXIT AND CONTINUE 0.45 MILE TO U.S. HIGHWAY
 CP0833'61, CONTINUE NORTHWARD ON U.S. HIGHWAY 61 FOR 2.65 MILES TO THE MARK
 CP0833'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0834 ***********************************************************************
 CP0834  DESIGNATION -  61 V 105
 CP0834  PID         -  CP0834
 CP0834  STATE/COUNTY-  MS/WARREN
 CP0834  USGS QUAD   -  REDWOOD (1962)
 CP0834
 CP0834                         *CURRENT SURVEY CONTROL
 CP0834  ___________________________________________________________________
 CP0834* NAD 83(1986)-  32 23 38.     (N)    090 49 38.     (W)     SCALED    
 CP0834* NAVD 88     -        92.418  (meters)     303.21   (feet)  ADJUSTED  
 CP0834  ___________________________________________________________________
 CP0834  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0834  DYNAMIC HT  -          92.311 (meters)     302.86  (feet)  COMP
 CP0834  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CP0834
 CP0834  VERT ORDER  -  SECOND    CLASS 0
 CP0834
 CP0834.The horizontal coordinates were scaled from a topographic map and have
 CP0834.an estimated accuracy of +/- 6 seconds.
 CP0834
 CP0834.The orthometric height was determined by differential leveling
 CP0834.and adjusted in June 1991.
 CP0834
 CP0834.The geoid height was determined by GEOID03.
 CP0834
 CP0834.The dynamic height is computed by dividing the NAVD 88
 CP0834.geopotential number by the normal gravity value computed on the
 CP0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0834.degrees latitude (g = 980.6199 gals.).
 CP0834
 CP0834.The modeled gravity was interpolated from observed gravity values.
 CP0834
 CP0834;                    North         East    Units  Estimated Accuracy
 CP0834;SPC MS W     -   320,930.      653,530.      MT  (+/- 180 meters Scaled)
 CP0834
 CP0834                          SUPERSEDED SURVEY CONTROL
 CP0834
 CP0834  NGVD 29 (??/??/92)   92.487  (m)          303.43   (f) ADJ UNCH    2 0
 CP0834
 CP0834.Superseded values are not recommended for survey control.
 CP0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0834.See file dsdata.txt to determine how the superseded data were derived.
 CP0834
 CP0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043861(NAD 83)
 CP0834_MARKER: DD = SURVEY DISK
 CP0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0834_STAMPING: BM 61V105 1970
 CP0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0834+STABILITY: SURFACE MOTION
 CP0834
 CP0834  HISTORY     - Date     Condition        Report By
 CP0834  HISTORY     - 1970     MONUMENTED       MSHD
 CP0834  HISTORY     - 19991217 MARK NOT FOUND   NGS
 CP0834  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 CP0834
 CP0834                          STATION DESCRIPTION
 CP0834
 CP0834'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0834'6.40 MI NE FROM VICKSBURG.
 CP0834'THE MARK IS LOCATED 6.40 MILES NORTHEAST OF VICKSBURG TO THE RIGHT OF
 CP0834'U.S. HIGHWAY 61 ON THE RIGHT-OF-WAY.  IT IS 86 FEET EAST OF THE CENTER
 CP0834'LINE OF U.S. HIGHWAY 61, 6 FEET WEST OF A BANK, 49 FEET SOUTHEAST OF A
 CP0834'MANHOLE DRAINAGE, 1.5 FEET NORTH OF A METAL WITNESS POST, SET IN A
 CP0834'12-INCH ROUND CONCRETE POST, PROJECTING 3 INCHES. NOTE-- TO REACH FROM
 CP0834'THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN
 CP0834'VICKSBURG, GO NORTH ON MONROE STREET 0.05 MILE TO THE INTERSECTION OF
 CP0834'CLAY STREET (BUSINESS U.S 80) AND MONROE STREET, TURN RIGHT (EAST) ON
 CP0834'CLAY STREET, CONTINUE 2.15 MILES ON CLAY STREET TO WHERE INTERSTATE 20
 CP0834'OVERPASSES IT, CONTINUE EASTWARD ON CLAY STREET 0.10 MILE TO THE
 CP0834'JACKSON EXIT, TAKE THIS EXIT AND CONTINUE 0.40 MILE TO INTERSTATE 20.
 CP0834'CONTINUE ON INTERSTATE 20 EAST FOR 0.33 MILE TO U.S. HIGHWAY 61
 CP0834'(ROLLING FORK EXIT), TAKE THIS EXIT AND CONTINUE 0.45 MILE TO U.S.
 CP0834'HIGHWAY 61, CONTINUE NORTHWARD ON U.S. HIGHWAY 61 FOR 3.5 MILES TO THE
 CP0834'MARK ON THE RIGHT.
 CP0834
 CP0834                          STATION RECOVERY (1999)
 CP0834
 CP0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0834'NOT RECOVERED.
 CP0834
 CP0834                          STATION RECOVERY (2005)
 CP0834
 CP0834'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC)
 CP0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0835 ***********************************************************************
 CP0835  DESIGNATION -  61 V 106
 CP0835  PID         -  CP0835
 CP0835  STATE/COUNTY-  MS/WARREN
 CP0835  USGS QUAD   -  REDWOOD (1962)
 CP0835
 CP0835                         *CURRENT SURVEY CONTROL
 CP0835  ___________________________________________________________________
 CP0835* NAD 83(1986)-  32 24 30.     (N)    090 49 32.     (W)     SCALED    
 CP0835* NAVD 88     -        81.316  (meters)     266.78   (feet)  ADJUSTED  
 CP0835  ___________________________________________________________________
 CP0835  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0835  DYNAMIC HT  -          81.222 (meters)     266.48  (feet)  COMP
 CP0835  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CP0835
 CP0835  VERT ORDER  -  SECOND    CLASS 0
 CP0835
 CP0835.The horizontal coordinates were scaled from a topographic map and have
 CP0835.an estimated accuracy of +/- 6 seconds.
 CP0835
 CP0835.The orthometric height was determined by differential leveling
 CP0835.and adjusted in June 1991.
 CP0835
 CP0835.The geoid height was determined by GEOID03.
 CP0835
 CP0835.The dynamic height is computed by dividing the NAVD 88
 CP0835.geopotential number by the normal gravity value computed on the
 CP0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0835.degrees latitude (g = 980.6199 gals.).
 CP0835
 CP0835.The modeled gravity was interpolated from observed gravity values.
 CP0835
 CP0835;                    North         East    Units  Estimated Accuracy
 CP0835;SPC MS W     -   322,530.      653,700.      MT  (+/- 180 meters Scaled)
 CP0835
 CP0835                          SUPERSEDED SURVEY CONTROL
 CP0835
 CP0835  NGVD 29 (??/??/92)   81.386  (m)          267.01   (f) ADJ UNCH    2 0
 CP0835
 CP0835.Superseded values are not recommended for survey control.
 CP0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0835.See file dsdata.txt to determine how the superseded data were derived.
 CP0835
 CP0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR044877(NAD 83)
 CP0835_MARKER: DD = SURVEY DISK
 CP0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0835_STAMPING: BM 61V 106 1970
 CP0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0835+STABILITY: SURFACE MOTION
 CP0835
 CP0835  HISTORY     - Date     Condition        Report By
 CP0835  HISTORY     - 1970     MONUMENTED       MSHD
 CP0835  HISTORY     - 1971     GOOD             MSHD
 CP0835  HISTORY     - 19991217 MARK NOT FOUND   NGS
 CP0835
 CP0835                          STATION DESCRIPTION
 CP0835
 CP0835'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0835'5.3 MI NE FROM VICKSBURG.
 CP0835'THE MARK IS LOCATED 5.3 MILES NORTHEAST OF VICKSBURG ABOUT 200 FEET
 CP0835'EAST OF NEW U.S. HIGHWAY 61, IN THE NORTHWEST 1/4 OF SECTION 39, T17N,
 CP0835'R4E.  IT IS 21 FEET NORTH OF A 14-INCH TWIN OAK, 44 FEET
 CP0835'NORTH-NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 25 FEET EAST OF A
 CP0835'4-INCH LOCUS TREE, 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS
 CP0835'SET IN A CONCRETE POST, PROJECTING 4 INCHES, ABOUT 2 FEET BELOW THE
 CP0835'LEVEL OF THE ROAD.  NOTE-- TO REACH THE MARK FROM THE VICKSBURG
 CP0835'NATIONAL PARK VISITORS CENTER GO EAST ON U.S. HIGHWAY 80 FOR 1.4 MILES
 CP0835'TO THE INTERSECTION OF U.S. HIGHWAY 61 AND 27.  TURN LEFT AND CONTINUE
 CP0835'NORTH ON U.S. HIGHWAY 61 FOR 3 MILES TO OAK RIDGE ROAD ON THE RIGHT.
 CP0835'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1.5 MILES TO A PRIVATE ROAD
 CP0835'RIGHT.  TURN RIGHT AND CONTINUE EAST ON A GRAVEL ROAD TO THE TOP OF A
 CP0835'HILL AND THE MARK ON THE LEFT.
 CP0835
 CP0835                          STATION RECOVERY (1999)
 CP0835
 CP0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0835'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0836 ***********************************************************************
 CP0836  DESIGNATION -  61 V 107
 CP0836  PID         -  CP0836
 CP0836  STATE/COUNTY-  MS/WARREN
 CP0836  USGS QUAD   -  REDWOOD (1962)
 CP0836
 CP0836                         *CURRENT SURVEY CONTROL
 CP0836  ___________________________________________________________________
 CP0836* NAD 83(1986)-  32 25 16.     (N)    090 49 20.     (W)     SCALED    
 CP0836* NAVD 88     -        66.428  (meters)     217.94   (feet)  ADJUSTED  
 CP0836  ___________________________________________________________________
 CP0836  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0836  DYNAMIC HT  -          66.352 (meters)     217.69  (feet)  COMP
 CP0836  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 CP0836
 CP0836  VERT ORDER  -  SECOND    CLASS 0
 CP0836
 CP0836.The horizontal coordinates were scaled from a topographic map and have
 CP0836.an estimated accuracy of +/- 6 seconds.
 CP0836
 CP0836.The orthometric height was determined by differential leveling
 CP0836.and adjusted in June 1991.
 CP0836
 CP0836.The geoid height was determined by GEOID03.
 CP0836
 CP0836.The dynamic height is computed by dividing the NAVD 88
 CP0836.geopotential number by the normal gravity value computed on the
 CP0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0836.degrees latitude (g = 980.6199 gals.).
 CP0836
 CP0836.The modeled gravity was interpolated from observed gravity values.
 CP0836
 CP0836;                    North         East    Units  Estimated Accuracy
 CP0836;SPC MS W     -   323,950.      654,020.      MT  (+/- 180 meters Scaled)
 CP0836
 CP0836                          SUPERSEDED SURVEY CONTROL
 CP0836
 CP0836  NGVD 29 (??/??/92)   66.500  (m)          218.18   (f) ADJ UNCH    2 0
 CP0836
 CP0836.Superseded values are not recommended for survey control.
 CP0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0836.See file dsdata.txt to determine how the superseded data were derived.
 CP0836
 CP0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR047892(NAD 83)
 CP0836_MARKER: DD = SURVEY DISK
 CP0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0836_STAMPING: BM 61V107 1970
 CP0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0836+STABILITY: SURFACE MOTION
 CP0836
 CP0836  HISTORY     - Date     Condition        Report By
 CP0836  HISTORY     - 1970     MONUMENTED       MSHD
 CP0836  HISTORY     - 19991217 MARK NOT FOUND   NGS
 CP0836
 CP0836                          STATION DESCRIPTION
 CP0836
 CP0836'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0836'8.40 MI NE FROM VICKSBURG.
 CP0836'THE MARK IS LOCATED 8.40 MILES NORTHEAST OF VICKSBURG ON THE
 CP0836'RIGHT-OF-WAY OF THE RIGHT SIDE OF U.S. HIGHWAY 61.  IT IS 84 FEET EAST
 CP0836'OF THE CENTERLINE OF U.S. HIGHWAY 61, 1.2 FEET NORTH OF A METAL
 CP0836'WITNESS POST, SET IN A CONCRETE POST 12 INCHES IN DIAMETER, PROJECTING
 CP0836'2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF
 CP0836'CRAWFORD AND MONROE STREETS IN VICKSBURG, GO NORTH ON MONROE STREET
 CP0836'FOR 0.05 MILE TO THE INTERSECTION OF CLAY STREET (BUSINESS U.S. 80)
 CP0836'AND MONROE STREET, TURN RIGHT (EAST) ON CLAY STREET, CONTINUE 2.15
 CP0836'MILES ON CLAY STREET TO WHERE INTERSTATE 20 CROSSES OVER IT, CONTINUE
 CP0836'EASTWARD ON CLAY STREET FOR 0.10 MILE TO THE JACKSON EXIT, TAKE THIS
 CP0836'EXIT AND CONTINUE 0.40 MILE TO INTERSTATE 20, CONTINUE ON INTERSTATE
 CP0836'20 EAST FOR 0.33 MILE TO U.S. HIGHWAY 61 (ROLLING FORK EXIT), TAKE
 CP0836'THIS EXIT AND CONTINUE 0.45 MILE TO U.S. HIGHWAY 61, CONTINUE NORTH ON
 CP0836'U.S. HIGHWAY 61 FOR 5.45 MILES TO THE MARK ON THE RIGHT.
 CP0836
 CP0836                          STATION RECOVERY (1999)
 CP0836
 CP0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0836'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0578 ***********************************************************************
 CP0578  DESIGNATION -  61 V 108
 CP0578  PID         -  CP0578
 CP0578  STATE/COUNTY-  MS/WARREN
 CP0578  USGS QUAD   -  REDWOOD (1962)
 CP0578
 CP0578                         *CURRENT SURVEY CONTROL
 CP0578  ___________________________________________________________________
 CP0578* NAD 83(1986)-  32 25 58.     (N)    090 49 19.     (W)     SCALED    
 CP0578* NAVD 88     -        32.843  (meters)     107.75   (feet)  ADJUSTED  
 CP0578  ___________________________________________________________________
 CP0578  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0578  DYNAMIC HT  -          32.805 (meters)     107.63  (feet)  COMP
 CP0578  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 CP0578
 CP0578  VERT ORDER  -  FIRST     CLASS I
 CP0578
 CP0578.The horizontal coordinates were scaled from a topographic map and have
 CP0578.an estimated accuracy of +/- 6 seconds.
 CP0578
 CP0578.The orthometric height was determined by differential leveling
 CP0578.and adjusted in June 1991.
 CP0578
 CP0578.The geoid height was determined by GEOID03.
 CP0578
 CP0578.The dynamic height is computed by dividing the NAVD 88
 CP0578.geopotential number by the normal gravity value computed on the
 CP0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0578.degrees latitude (g = 980.6199 gals.).
 CP0578
 CP0578.The modeled gravity was interpolated from observed gravity values.
 CP0578
 CP0578;                    North         East    Units  Estimated Accuracy
 CP0578;SPC MS W     -   325,240.      654,050.      MT  (+/- 180 meters Scaled)
 CP0578
 CP0578                          SUPERSEDED SURVEY CONTROL
 CP0578
 CP0578  NGVD 29 (??/??/92)   32.897  (m)          107.93   (f) ADJ UNCH    1 1
 CP0578
 CP0578.Superseded values are not recommended for survey control.
 CP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0578.See file dsdata.txt to determine how the superseded data were derived.
 CP0578
 CP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR047904(NAD 83)
 CP0578_MARKER: DD = SURVEY DISK
 CP0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0578_SP_SET: CULVERT
 CP0578_STAMPING: BM 61 V 108 1970
 CP0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0578
 CP0578  HISTORY     - Date     Condition        Report By
 CP0578  HISTORY     - 1970     MONUMENTED       MSHD
 CP0578  HISTORY     - 1973     GOOD             NGS
 CP0578  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0578
 CP0578                          STATION DESCRIPTION
 CP0578
 CP0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0578'3.30 MI SW FROM REDWOOD.
 CP0578'ABOUT 3.30 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0578'STATE HIGHWAY 3 AT REDWOOD, ABOUT 0.15 MILES NORTH OF THE JUNCTION OF
 CP0578'HIGHWAY 61 AND 61 BYPASS, ABOUT 0.3 MILE NORTH OF THE HOLLIDAY HILLS
 CP0578'MOTEL, 17.5 FEET EAST OF CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CP0578'SOUTH END OF THE EAST CONCRETE HEADWALL FOR A BOX CULVERT AND ABOUT 1
 CP0578'FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 28, T 17N, R 4E.
 CP0578
 CP0578                          STATION RECOVERY (1992)
 CP0578
 CP0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0578'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0580 ***********************************************************************
 CP0580  DESIGNATION -  61 V 109
 CP0580  PID         -  CP0580
 CP0580  STATE/COUNTY-  MS/WARREN
 CP0580  USGS QUAD   -  REDWOOD (1962)
 CP0580
 CP0580                         *CURRENT SURVEY CONTROL
 CP0580  ___________________________________________________________________
 CP0580* NAD 83(1986)-  32 26 46.     (N)    090 49 06.     (W)     SCALED    
 CP0580* NAVD 88     -        35.445  (meters)     116.29   (feet)  ADJUSTED  
 CP0580  ___________________________________________________________________
 CP0580  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0580  DYNAMIC HT  -          35.405 (meters)     116.16  (feet)  COMP
 CP0580  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CP0580
 CP0580  VERT ORDER  -  FIRST     CLASS I
 CP0580
 CP0580.The horizontal coordinates were scaled from a topographic map and have
 CP0580.an estimated accuracy of +/- 6 seconds.
 CP0580
 CP0580.The orthometric height was determined by differential leveling
 CP0580.and adjusted in June 1991.
 CP0580.WARNING-Repeat measurements at this control monument indicate possible
 CP0580.vertical movement.
 CP0580
 CP0580.The geoid height was determined by GEOID03.
 CP0580
 CP0580.The dynamic height is computed by dividing the NAVD 88
 CP0580.geopotential number by the normal gravity value computed on the
 CP0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0580.degrees latitude (g = 980.6199 gals.).
 CP0580
 CP0580.The modeled gravity was interpolated from observed gravity values.
 CP0580
 CP0580;                    North         East    Units  Estimated Accuracy
 CP0580;SPC MS W     -   326,720.      654,400.      MT  (+/- 180 meters Scaled)
 CP0580
 CP0580                          SUPERSEDED SURVEY CONTROL
 CP0580
 CP0580  NGVD 29 (??/??/92)   35.498  (m)          116.46   (f) ADJ UNCH    1 1
 CP0580
 CP0580.Superseded values are not recommended for survey control.
 CP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0580.See file dsdata.txt to determine how the superseded data were derived.
 CP0580
 CP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR050919(NAD 83)
 CP0580_MARKER: DD = SURVEY DISK
 CP0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0580_STAMPING: BM 61 V 109 1970
 CP0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0580+STABILITY: SURFACE MOTION
 CP0580
 CP0580  HISTORY     - Date     Condition        Report By
 CP0580  HISTORY     - 1970     MONUMENTED       MSHD
 CP0580  HISTORY     - 1973     GOOD             NGS
 CP0580  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0580
 CP0580                          STATION DESCRIPTION
 CP0580
 CP0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0580'2.35 MI SW FROM REDWOOD.
 CP0580'ABOUT 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0580'STATE HIGHWAY 3 AT REDWOOD, 189 FEET EAST OF CENTER LINE OF THE
 CP0580'HIGHWAY, 40 FEET SOUTHEAST OF APPROXIMATE CENTER LINE OF A GRAVEL
 CP0580'ROAD, 24 FEET EAST OF A 16-INCH SYCAMORE TREE, 1.8 FEET EAST OF A
 CP0580'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0580'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC 15, T
 CP0580'17N, R 4E.
 CP0580
 CP0580                          STATION RECOVERY (1992)
 CP0580
 CP0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0580'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1065 ***********************************************************************
 BW1065  DESIGNATION -  61 V 11
 BW1065  PID         -  BW1065
 BW1065  STATE/COUNTY-  MS/WILKINSON
 BW1065  USGS QUAD   -  WOODVILLE (1988)
 BW1065
 BW1065                         *CURRENT SURVEY CONTROL
 BW1065  ___________________________________________________________________
 BW1065* NAD 83(1986)-  31 07 08.     (N)    091 17 04.     (W)     SCALED    
 BW1065* NAVD 88     -       112.92   (+/-2cm)     370.5    (feet)  VERTCON   
 BW1065  ___________________________________________________________________
 BW1065  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW1065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1065
 BW1065.The horizontal coordinates were scaled from a topographic map and have
 BW1065.an estimated accuracy of +/- 6 seconds.
 BW1065
 BW1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1065.The vertical order pertains to the NGVD 29 superseded value.
 BW1065
 BW1065.The geoid height was determined by GEOID03.
 BW1065
 BW1065;                    North         East    Units  Estimated Accuracy
 BW1065;SPC MS W     -   179,850.      609,280.      MT  (+/- 180 meters Scaled)
 BW1065
 BW1065                          SUPERSEDED SURVEY CONTROL
 BW1065
 BW1065  NGVD 29 (??/??/92)  112.89   (m)          370.4    (f) COMPUTED    2 0
 BW1065
 BW1065.Superseded values are not recommended for survey control.
 BW1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1065.See file dsdata.txt to determine how the superseded data were derived.
 BW1065
 BW1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ635440(NAD 83)
 BW1065_MARKER: DD = SURVEY DISK
 BW1065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1065_STAMPING: BM 61V-11 1969
 BW1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1065
 BW1065  HISTORY     - Date     Condition        Report By
 BW1065  HISTORY     - 1969     MONUMENTED       MSHD
 BW1065
 BW1065                          STATION DESCRIPTION
 BW1065
 BW1065'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1065'1.3 MI NE FROM WOODVILLE.
 BW1065'THE MARK IS LOCATED 1.3 MILES NORTHEAST OF WOODVILLE NEAR THE CENTER
 BW1065'OF THE WEST HEADWALL OF A 24 INCH CONCRETE PIPE AND IS IN THE
 BW1065'SOUTHEAST 1/4 OF SECTION 24, T 2N, R 2W.  IT IS 36 FEET NORTHWEST OF
 BW1065'THE CENTER OF HIGHWAY 61, 3 FEET SOUTHWEST OF A METAL WITNESS POST,
 BW1065'SET IN A DRILLED HOLE NEAR THE CENTER OF THE WEST HEADWALL OF A 24
 BW1065'INCH CONCRETE PIPE AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE
 BW1065'HIGHWAY.  NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN
 BW1065'WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO
 BW1065'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE
 BW1065'ON U.S. HIGHWAY 61 FOR 1.25 MILES TO THE CULVERT AND THE MARK ON THE
 BW1065'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0581 ***********************************************************************
 CP0581  DESIGNATION -  61 V 110
 CP0581  PID         -  CP0581
 CP0581  STATE/COUNTY-  MS/WARREN
 CP0581  USGS QUAD   -  REDWOOD (1962)
 CP0581
 CP0581                         *CURRENT SURVEY CONTROL
 CP0581  ___________________________________________________________________
 CP0581* NAD 83(1986)-  32 27 26.     (N)    090 48 53.     (W)     SCALED    
 CP0581* NAVD 88     -        63.933  (meters)     209.75   (feet)  ADJUSTED  
 CP0581  ___________________________________________________________________
 CP0581  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0581  DYNAMIC HT  -          63.860 (meters)     209.51  (feet)  COMP
 CP0581  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CP0581
 CP0581  VERT ORDER  -  FIRST     CLASS I
 CP0581
 CP0581.The horizontal coordinates were scaled from a topographic map and have
 CP0581.an estimated accuracy of +/- 6 seconds.
 CP0581
 CP0581.The orthometric height was determined by differential leveling
 CP0581.and adjusted in June 1991.
 CP0581
 CP0581.The geoid height was determined by GEOID03.
 CP0581
 CP0581.The dynamic height is computed by dividing the NAVD 88
 CP0581.geopotential number by the normal gravity value computed on the
 CP0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0581.degrees latitude (g = 980.6199 gals.).
 CP0581
 CP0581.The modeled gravity was interpolated from observed gravity values.
 CP0581
 CP0581;                    North         East    Units  Estimated Accuracy
 CP0581;SPC MS W     -   327,950.      654,740.      MT  (+/- 180 meters Scaled)
 CP0581
 CP0581                          SUPERSEDED SURVEY CONTROL
 CP0581
 CP0581  NGVD 29 (??/??/92)   63.984  (m)          209.92   (f) ADJ UNCH    1 1
 CP0581
 CP0581.Superseded values are not recommended for survey control.
 CP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0581.See file dsdata.txt to determine how the superseded data were derived.
 CP0581
 CP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR054932(NAD 83)
 CP0581_MARKER: DD = SURVEY DISK
 CP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0581_SP_SET: CONCRETE POST
 CP0581_STAMPING: BM 61 V 110 1970
 CP0581_MARK LOGO: MSHD  
 CP0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0581+STABILITY: SURFACE MOTION
 CP0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0581+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0581
 CP0581  HISTORY     - Date     Condition        Report By
 CP0581  HISTORY     - 1970     MONUMENTED       MSHD
 CP0581  HISTORY     - 1973     GOOD             NGS
 CP0581  HISTORY     - 19920130 GOOD             NGS
 CP0581  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 CP0581
 CP0581                          STATION DESCRIPTION
 CP0581
 CP0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0581'1.55 MI SW FROM REDWOOD.
 CP0581'ABOUT 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0581'STATE HIGHWAY 3 AT REDWOOD, 140 FEET EAST OF THE CENTERLINE OF THE
 CP0581'HIGHWAY, IN THE SOUTHEAST CORNER OF A ROADSIDE PARK, 30.5 FEET
 CP0581'SOUTHEAST OF A 30-INCH OAK TREE, 5.8 FEET NORTHWEST OF A 30-INCH OAK
 CP0581'TREE FORMING A CORNER POST FOR THE SOUTHEAST CORNER OF THE PARK, 6
 CP0581'FEET WEST OF A FENCE, 3 FEET NORTH OF AN EAST-WEST FENCE, 1.5 FEET
 CP0581'SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF
 CP0581'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 CP0581'SEC 7, T 17N, R 4E.
 CP0581
 CP0581                          STATION RECOVERY (1992)
 CP0581
 CP0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0581'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0581'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0581'(CLAY STREET) IN VICKSBURG, THENCE 3.5 KM (2.15 MI) NORTHERLY ALONG
 CP0581'U.S. HIGHWAY 61, 43.0 M (141.1 FT) EAST OF THE CENTERLINE OF THE
 CP0581'NORTHBOUND LANES OF THE HIGHWAY, 35.0 M (114.8 FT) EAST OF THE SOUTH
 CP0581'END OF A GRAVELED HIGHWAY PULLOUT, 25.0 M (82.0 FT) SOUTH OF A 6 BY
 CP0581'6-FOOT CONCRETE PAD, 3.2 M (10.5 FT) WEST-NORTHWEST OF A LONE WOODEN
 CP0581'FENCE POST, 2.3 M (7.5 FT) NORTHWEST OF A 40-INCH OAK TREE, AND THE
 CP0581'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CP0581
 CP0581                          STATION RECOVERY (2005)
 CP0581
 CP0581'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0582 ***********************************************************************
 CP0582  DESIGNATION -  61 V 111
 CP0582  PID         -  CP0582
 CP0582  STATE/COUNTY-  MS/WARREN
 CP0582  USGS QUAD   -  REDWOOD (1962)
 CP0582
 CP0582                         *CURRENT SURVEY CONTROL
 CP0582  ___________________________________________________________________
 CP0582* NAD 83(1986)-  32 28 02.     (N)    090 48 38.     (W)     SCALED    
 CP0582* NAVD 88     -        58.820  (meters)     192.98   (feet)  ADJUSTED  
 CP0582  ___________________________________________________________________
 CP0582  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0582  DYNAMIC HT  -          58.753 (meters)     192.76  (feet)  COMP
 CP0582  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CP0582
 CP0582  VERT ORDER  -  FIRST     CLASS II
 CP0582
 CP0582.The horizontal coordinates were scaled from a topographic map and have
 CP0582.an estimated accuracy of +/- 6 seconds.
 CP0582
 CP0582.The orthometric height was determined by differential leveling
 CP0582.and adjusted in June 1991.
 CP0582
 CP0582.The geoid height was determined by GEOID03.
 CP0582
 CP0582.The dynamic height is computed by dividing the NAVD 88
 CP0582.geopotential number by the normal gravity value computed on the
 CP0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0582.degrees latitude (g = 980.6199 gals.).
 CP0582
 CP0582.The modeled gravity was interpolated from observed gravity values.
 CP0582
 CP0582;                    North         East    Units  Estimated Accuracy
 CP0582;SPC MS W     -   329,060.      655,140.      MT  (+/- 180 meters Scaled)
 CP0582
 CP0582                          SUPERSEDED SURVEY CONTROL
 CP0582
 CP0582  NGVD 29 (??/??/92)   58.870  (m)          193.14   (f) ADJ UNCH    1 2
 CP0582
 CP0582.Superseded values are not recommended for survey control.
 CP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0582.See file dsdata.txt to determine how the superseded data were derived.
 CP0582
 CP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR057943(NAD 83)
 CP0582_MARKER: DD = SURVEY DISK
 CP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0582_SP_SET: CONCRETE POST
 CP0582_STAMPING: 61 V 111 1970 BM
 CP0582_MARK LOGO: MSHD  
 CP0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0582+STABILITY: SURFACE MOTION
 CP0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0582+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 CP0582
 CP0582  HISTORY     - Date     Condition        Report By
 CP0582  HISTORY     - 1970     MONUMENTED       MSHD
 CP0582  HISTORY     - 1973     GOOD             NGS
 CP0582  HISTORY     - 19920130 GOOD             NGS
 CP0582  HISTORY     - 20050319 GOOD             USPSQD
 CP0582  HISTORY     - 20051123 GOOD             MSSU
 CP0582
 CP0582                          STATION DESCRIPTION
 CP0582
 CP0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0582'0.85 MI SW FROM REDWOOD.
 CP0582'ABOUT 0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0582'STATE HIGHWAY 3 AT REDWOOD, ABOUT 0.3 MILE NORTH OF THE CREST OF THE
 CP0582'HILL, 43 FEET WEST OF CENTER LINE OF THE HIGHWAY, 18.5 FEET NORTH OF A
 CP0582'30-INCH OAK TREE, 15 FEET SOUTHWEST OF A 30-INCH OAK TREE, 1.5 FEET
 CP0582'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 CP0582'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SEC
 CP0582'7, T 17N, R 4E.
 CP0582
 CP0582                          STATION RECOVERY (1992)
 CP0582
 CP0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0582'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0582'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0582'(CLAY STREET) IN VICKSBURG, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG
 CP0582'U.S. HIGHWAY 61, 13.2 M (43.3 FT) WEST OF THE CENTERLINE OF THE
 CP0582'NORTHBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT) NORTH OF A 40-INCH
 CP0582'OAK TREE, 4.6 M (15.1 FT) SOUTHWEST OF A 40-INCH OAK TREE, 0.9 M
 CP0582'(3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF
 CP0582'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CP0582'GROUND SURFACE.
 CP0582
 CP0582                          STATION RECOVERY (2005)
 CP0582
 CP0582'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0582'RECOVERED IN GOOD CONDITION.
 CP0582
 CP0582                          STATION RECOVERY (2005)
 CP0582
 CP0582'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (SDM)
 CP0582'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0586 ***********************************************************************
 CP0586  DESIGNATION -  61 V 112
 CP0586  PID         -  CP0586
 CP0586  STATE/COUNTY-  MS/WARREN
 CP0586  USGS QUAD   -  REDWOOD (1962)
 CP0586
 CP0586                         *CURRENT SURVEY CONTROL
 CP0586  ___________________________________________________________________
 CP0586* NAD 83(1986)-  32 28 51.     (N)    090 48 19.     (W)     SCALED    
 CP0586* NAVD 88     -        32.014  (meters)     105.03   (feet)  ADJUSTED  
 CP0586  ___________________________________________________________________
 CP0586  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0586  DYNAMIC HT  -          31.977 (meters)     104.91  (feet)  COMP
 CP0586  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CP0586
 CP0586  VERT ORDER  -  FIRST     CLASS II
 CP0586
 CP0586.The horizontal coordinates were scaled from a topographic map and have
 CP0586.an estimated accuracy of +/- 6 seconds.
 CP0586
 CP0586.The orthometric height was determined by differential leveling
 CP0586.and adjusted in July 1994.
 CP0586.WARNING-Repeat measurements at this control monument indicate possible
 CP0586.vertical movement.
 CP0586
 CP0586.The geoid height was determined by GEOID03.
 CP0586
 CP0586.The dynamic height is computed by dividing the NAVD 88
 CP0586.geopotential number by the normal gravity value computed on the
 CP0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0586.degrees latitude (g = 980.6199 gals.).
 CP0586
 CP0586.The modeled gravity was interpolated from observed gravity values.
 CP0586
 CP0586;                    North         East    Units  Estimated Accuracy
 CP0586;SPC MS W     -   330,570.      655,640.      MT  (+/- 180 meters Scaled)
 CP0586
 CP0586                          SUPERSEDED SURVEY CONTROL
 CP0586
 CP0586  NAVD 88 (06/15/91)   32.051  (m)          105.15   (f) UNKNOWN     1 2
 CP0586  NGVD 29 (??/??/92)   32.129  (m)          105.41   (f) ADJ UNCH    1 2
 CP0586
 CP0586.Superseded values are not recommended for survey control.
 CP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0586.See file dsdata.txt to determine how the superseded data were derived.
 CP0586
 CP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR062958(NAD 83)
 CP0586_MARKER: DD = SURVEY DISK
 CP0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0586_SP_SET: CONCRETE POST
 CP0586_STAMPING: 61 V 112 1970 BM
 CP0586_MARK LOGO: MSHD  
 CP0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0586+STABILITY: SURFACE MOTION
 CP0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0586+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0586
 CP0586  HISTORY     - Date     Condition        Report By
 CP0586  HISTORY     - 1970     MONUMENTED       MSHD
 CP0586  HISTORY     - 1973     GOOD             NGS
 CP0586  HISTORY     - 19920203 GOOD             NGS
 CP0586  HISTORY     - 20050319 GOOD             USPSQD
 CP0586
 CP0586                          STATION DESCRIPTION
 CP0586
 CP0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0586'0.15 MI N FROM REDWOOD.
 CP0586'ABOUT 0.15 MILES NORTH ALONG THE JUNCTION OF STATE HIGHWAY 3 AT
 CP0586'REDWOOD, 191 FEET WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 3, 59
 CP0586'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 61, 119 FEET NORTHWEST OF
 CP0586'THE NORTHWEST CORNER OF THE 76 SERVICE STATION, 2 FEET EAST OF THE
 CP0586'NORTHEAST CORNER OF A GRANITE BASE OF THE FIELDING L. WRIGHT MEMORIAL
 CP0586'HIGHWAY MONUMENT, 1.2 FEET SOUTH OF A METAL WITNESS POST AND THE DISK
 CP0586'IS IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.  SEC 3, T 17N, R
 CP0586'4E.
 CP0586
 CP0586                          STATION RECOVERY (1992)
 CP0586
 CP0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0586'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0586'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0586'(CLAY STREET) IN VICKSBURG, THENCE 6.5 KM (4.05 MI) NORTHERLY ALONG
 CP0586'U.S. HIGHWAY 61, 36.4 M (119.4 FT) NORTHWEST OF THE NORTHWEST CORNER
 CP0586'OF THE MILLERS FINA STATION, 18.0 M (59.1 FT) EAST OF THE CENTERLINE
 CP0586'OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF THE
 CP0586'NORTHEAST CORNER OF THE FOUNDATION OF THE FIELDING L WRIGHT HIGHWAY
 CP0586'MEMORIAL MONUMENT, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 CP0586'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
 CP0586
 CP0586                          STATION RECOVERY (2005)
 CP0586
 CP0586'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CP0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0588 ***********************************************************************
 CP0588  DESIGNATION -  61 V 113
 CP0588  PID         -  CP0588
 CP0588  STATE/COUNTY-  MS/WARREN
 CP0588  USGS QUAD   -  REDWOOD (1962)
 CP0588
 CP0588                         *CURRENT SURVEY CONTROL
 CP0588  ___________________________________________________________________
 CP0588* NAD 83(2007)-  32 29 43.09984(N)    090 48 34.42737(W)     ADJUSTED  
 CP0588* NAVD 88     -        33.297  (meters)     109.24   (feet)  ADJUSTED  
 CP0588  ___________________________________________________________________
 CP0588  EPOCH DATE  -        2002.00
 CP0588  X           -     -76,081.623 (meters)                     COMP
 CP0588  Y           -  -5,384,219.580 (meters)                     COMP
 CP0588  Z           -   3,406,887.691 (meters)                     COMP
 CP0588  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CP0588  ELLIP HEIGHT-           6.704 (meters)          (02/15/08) ADJUSTED
 CP0588  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0588  DYNAMIC HT  -          33.259 (meters)     109.12  (feet)  COMP
 CP0588  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CP0588
 CP0588  HORZ ORDER  -  FIRST
 CP0588  VERT ORDER  -  FIRST     CLASS II
 CP0588  ELLP ORDER  -  FOURTH    CLASS II
 CP0588
 CP0588.The horizontal coordinates were established by GPS observations
 CP0588.and adjusted by the EMC INCORPORATED in February 2008.
 CP0588
 CP0588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0588.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0588.The horizontal coordinates are valid at the epoch date displayed above.
 CP0588.The epoch date for horizontal control is a decimal equivalence
 CP0588.of Year/Month/Day.
 CP0588
 CP0588.The orthometric height was determined by differential leveling
 CP0588.and adjusted in June 1991.
 CP0588.WARNING-Repeat measurements at this control monument indicate possible
 CP0588.vertical movement.
 CP0588
 CP0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0588
 CP0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0588
 CP0588.The ellipsoidal height was determined by GPS observations
 CP0588.and is referenced to NAD 83.
 CP0588
 CP0588.The geoid height was determined by GEOID03.
 CP0588
 CP0588.The dynamic height is computed by dividing the NAVD 88
 CP0588.geopotential number by the normal gravity value computed on the
 CP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0588.degrees latitude (g = 980.6199 gals.).
 CP0588
 CP0588.The modeled gravity was interpolated from observed gravity values.
 CP0588
 CP0588;                    North         East     Units Scale Factor Converg.
 CP0588;SPC MS W     -   332,171.478   655,245.157   MT  0.99997469   -0 15 21.1
 CP0588;SPC MS W     - 1,089,799.26  2,149,750.15   sFT  0.99997469   -0 15 21.1
 CP0588;UTM  15      - 3,597,452.764   705,799.865   MT  1.00012230   +1 10 37.9
 CP0588
 CP0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0588!SPC MS W     -   0.99999895  x   0.99997469  =   0.99997364
 CP0588!UTM  15      -   0.99999895  x   1.00012230  =   1.00012125
 CP0588
 CP0588                          SUPERSEDED SURVEY CONTROL
 CP0588
 CP0588  NAVD 88 (02/15/08)   33.30   (m)          109.3    (f) LEVELING    3  
 CP0588  NGVD 29 (??/??/92)   33.382  (m)          109.52   (f) ADJ UNCH    1 2
 CP0588
 CP0588.Superseded values are not recommended for survey control.
 CP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0588.See file dsdata.txt to determine how the superseded data were derived.
 CP0588
 CP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0580097453(NAD 83)
 CP0588_MARKER: DD = SURVEY DISK
 CP0588_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CP0588_SP_SET: SET IN A MASSIVE RETAINING WALL
 CP0588_STAMPING: 61 V 113 1970 BM
 CP0588_MARK LOGO: MSHD  
 CP0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0588+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2007
 CP0588
 CP0588  HISTORY     - Date     Condition        Report By
 CP0588  HISTORY     - 1970     MONUMENTED       MSHD
 CP0588  HISTORY     - 1973     GOOD             NGS
 CP0588  HISTORY     - 19920130 GOOD             NGS
 CP0588  HISTORY     - 20050319 GOOD             USPSQD
 CP0588  HISTORY     - 20070201 GOOD             EMCINC
 CP0588
 CP0588                          STATION DESCRIPTION
 CP0588
 CP0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0588'1.25 MI NW FROM REDWOOD.
 CP0588'ABOUT 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0588'STATE HIGHWAY 3 AT REDWOOD TO THE NORTH END OF A LONG CONCRETE STEEL
 CP0588'GIRDER FOR THE BRIDGE OVER THE YAZOO RIVER, 16.5 FEET EAST OF THE
 CP0588'CENTERLINE OF THE HIGHWAY, 11.8 FEET NORTH OF THE NORTH END OF EAST
 CP0588'CONCRETE BANNISTER OF BRIDGE, SET IN THE TOP OF THE NORTH END OF
 CP0588'CONCRETE FOUNDATION OF ARCHED WING TYPE BANNISTER, AND ABOUT 1 FOOT
 CP0588'ABOVE LEVEL OF THE HIGHWAY.  SEC 34, T 18N, R 4E.
 CP0588
 CP0588                          STATION RECOVERY (1992)
 CP0588
 CP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0588'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0588'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0588'(CLAY STREET) IN VICKSBURG, THENCE 8.1 KM (5.05 MI) NORTHERLY ALONG
 CP0588'U.S. HIGHWAY 61, NEAR THE NORTH END OF THE EAST CONCRETE RETAINING
 CP0588'WALL OF THE HIGHWAY BRIDGE SPANNING THE YAZOO RIVER, 5.1 M (16.7 FT)
 CP0588'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A
 CP0588'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CP0588
 CP0588                          STATION RECOVERY (2005)
 CP0588
 CP0588'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0588'RECOVERED IN GOOD CONDITION.
 CP0588
 CP0588                          STATION RECOVERY (2007)
 CP0588
 CP0588'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0931 ***********************************************************************
 CP0931  DESIGNATION -  61 V 114
 CP0931  PID         -  CP0931
 CP0931  STATE/COUNTY-  MS/WARREN
 CP0931  USGS QUAD   -  FLOWEREE (1988)
 CP0931
 CP0931                         *CURRENT SURVEY CONTROL
 CP0931  ___________________________________________________________________
 CP0931* NAD 83(2007)-  32 30 42.58529(N)    090 48 41.70562(W)     ADJUSTED  
 CP0931* NAVD 88     -        31.219  (meters)     102.42   (feet)  ADJUSTED  
 CP0931  ___________________________________________________________________
 CP0931  EPOCH DATE  -        2002.00
 CP0931  X           -     -76,257.639 (meters)                     COMP
 CP0931  Y           -  -5,383,230.583 (meters)                     COMP
 CP0931  Z           -   3,408,431.951 (meters)                     COMP
 CP0931  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CP0931  ELLIP HEIGHT-           4.621 (meters)          (02/15/08) ADJUSTED
 CP0931  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0931  DYNAMIC HT  -          31.184 (meters)     102.31  (feet)  COMP
 CP0931  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CP0931
 CP0931  HORZ ORDER  -  FIRST
 CP0931  VERT ORDER  -  FIRST     CLASS II
 CP0931  ELLP ORDER  -  FOURTH    CLASS II
 CP0931
 CP0931.The horizontal coordinates were established by GPS observations
 CP0931.and adjusted by the EMC INCORPORATED in February 2008.
 CP0931
 CP0931.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0931.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0931.The horizontal coordinates are valid at the epoch date displayed above.
 CP0931.The epoch date for horizontal control is a decimal equivalence
 CP0931.of Year/Month/Day.
 CP0931
 CP0931.The orthometric height was determined by differential leveling
 CP0931.and adjusted in July 1994.
 CP0931
 CP0931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0931
 CP0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0931
 CP0931.The ellipsoidal height was determined by GPS observations
 CP0931.and is referenced to NAD 83.
 CP0931
 CP0931.The geoid height was determined by GEOID03.
 CP0931
 CP0931.The dynamic height is computed by dividing the NAVD 88
 CP0931.geopotential number by the normal gravity value computed on the
 CP0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0931.degrees latitude (g = 980.6199 gals.).
 CP0931
 CP0931.The modeled gravity was interpolated from observed gravity values.
 CP0931
 CP0931;                    North         East     Units Scale Factor Converg.
 CP0931;SPC MS W     -   334,004.675   655,063.377   MT  0.99997489   -0 15 25.4
 CP0931;SPC MS W     - 1,095,813.67  2,149,153.76   sFT  0.99997489   -0 15 25.4
 CP0931;UTM  15      - 3,599,281.109   705,572.252   MT  1.00012114   +1 10 35.9
 CP0931
 CP0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0931!SPC MS W     -   0.99999927  x   0.99997489  =   0.99997416
 CP0931!UTM  15      -   0.99999927  x   1.00012114  =   1.00012041
 CP0931
 CP0931                          SUPERSEDED SURVEY CONTROL
 CP0931
 CP0931  NAVD 88 (06/15/91)   31.228  (m)          102.45   (f) UNKNOWN     1 2
 CP0931  NGVD 29 (??/??/92)   31.276  (m)          102.61   (f) ADJ UNCH    1 2
 CP0931
 CP0931.Superseded values are not recommended for survey control.
 CP0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0931.See file dsdata.txt to determine how the superseded data were derived.
 CP0931
 CP0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0557299281(NAD 83)
 CP0931_MARKER: DD = SURVEY DISK
 CP0931_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CP0931_SP_SET: SET IN A MASSIVE RETAINING WALL
 CP0931_STAMPING: 61 V 114 1970 BM
 CP0931_MARK LOGO: MSHD  
 CP0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0931+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2007
 CP0931
 CP0931  HISTORY     - Date     Condition        Report By
 CP0931  HISTORY     - 1970     MONUMENTED       MSHD
 CP0931  HISTORY     - 1973     GOOD             NGS
 CP0931  HISTORY     - 1981     GOOD             LOCSUR
 CP0931  HISTORY     - 19920130 GOOD             NGS
 CP0931  HISTORY     - 20070201 GOOD             EMCINC
 CP0931
 CP0931                          STATION DESCRIPTION
 CP0931
 CP0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0931'2.40 MI NW FROM REDWOOD.
 CP0931'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 CP0931'HIGHWAY 3 AT REDWOOD, ABOUT 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CP0931'HIGHWAY, AT A CONCRETE HIGHWAY BRIDGE OVER A CANAL AND SET IN THE TOP
 CP0931'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE.
 CP0931'BRIDGE HAS CONCRETE PILING, 1.4 FEET SOUTHWEST OF CONCRETE BANNISTER
 CP0931'OF THE BRIDGE, 1 FOOT NORTH OF A METAL WITNESS POST AND LEVEL WITH THE
 CP0931'HIGHWAY.  SEC 28, T 18N, R 4E.
 CP0931
 CP0931                          STATION RECOVERY (1981)
 CP0931
 CP0931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0931'RECOVERED IN GOOD CONDITION.
 CP0931
 CP0931                          STATION RECOVERY (1992)
 CP0931
 CP0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0931'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0931'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0931'(CLAY STREET) IN VICKSBURG, THENCE 10.0 KM (6.20 MI) NORTHERLY ALONG
 CP0931'U.S. HIGHWAY 61, IN TOP OF AND 2.6 M (8.5 FT) NORTHEAST OF THE
 CP0931'SOUTHWEST END OF THE SOUTHEAST CONCRETE RETAINING WALL OF THE HIGHWAY
 CP0931'BRIDGE SPANNING A CANAL, 5.3 M (17.4 FT) SOUTHWEST OF AND LEVEL WITH
 CP0931'THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A
 CP0931'WITNESS POST.
 CP0931
 CP0931                          STATION RECOVERY (2007)
 CP0931
 CP0931'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0932 ***********************************************************************
 CP0932  DESIGNATION -  61 V 115
 CP0932  PID         -  CP0932
 CP0932  STATE/COUNTY-  MS/WARREN
 CP0932  USGS QUAD   -  FLOWEREE (1988)
 CP0932
 CP0932                         *CURRENT SURVEY CONTROL
 CP0932  ___________________________________________________________________
 CP0932* NAD 83(1986)-  32 31 27.     (N)    090 48 55.     (W)     SCALED    
 CP0932* NAVD 88     -        28.235  (meters)      92.63   (feet)  ADJUSTED  
 CP0932  ___________________________________________________________________
 CP0932  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0932  DYNAMIC HT  -          28.203 (meters)      92.53  (feet)  COMP
 CP0932  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CP0932
 CP0932  VERT ORDER  -  FIRST     CLASS II
 CP0932
 CP0932.The horizontal coordinates were scaled from a topographic map and have
 CP0932.an estimated accuracy of +/- 6 seconds.
 CP0932
 CP0932.The orthometric height was determined by differential leveling
 CP0932.and adjusted in July 1994.
 CP0932.WARNING-Repeat measurements at this control monument indicate possible
 CP0932.vertical movement.
 CP0932
 CP0932.The geoid height was determined by GEOID03.
 CP0932
 CP0932.The dynamic height is computed by dividing the NAVD 88
 CP0932.geopotential number by the normal gravity value computed on the
 CP0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0932.degrees latitude (g = 980.6199 gals.).
 CP0932
 CP0932.The modeled gravity was interpolated from observed gravity values.
 CP0932
 CP0932;                    North         East    Units  Estimated Accuracy
 CP0932;SPC MS W     -   335,370.      654,720.      MT  (+/- 180 meters Scaled)
 CP0932
 CP0932                          SUPERSEDED SURVEY CONTROL
 CP0932
 CP0932  NAVD 88 (06/15/91)   28.249  (m)           92.68   (f) UNKNOWN     1 2
 CP0932  NGVD 29 (??/??/92)   28.294  (m)           92.83   (f) ADJ UNCH    1 2
 CP0932
 CP0932.Superseded values are not recommended for survey control.
 CP0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0932.See file dsdata.txt to determine how the superseded data were derived.
 CP0932
 CP0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS051006(NAD 83)
 CP0932_MARKER: DD = SURVEY DISK
 CP0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0932_SP_SET: CONCRETE POST
 CP0932_STAMPING: 61 V 115 1970 BM
 CP0932_MARK LOGO: MSHD  
 CP0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0932+STABILITY: SURFACE MOTION
 CP0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0932+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0932
 CP0932  HISTORY     - Date     Condition        Report By
 CP0932  HISTORY     - 1970     MONUMENTED       MSHD
 CP0932  HISTORY     - 1973     GOOD             NGS
 CP0932  HISTORY     - 19920130 GOOD             NGS
 CP0932
 CP0932                          STATION DESCRIPTION
 CP0932
 CP0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0932'3.30 MI NW FROM REDWOOD.
 CP0932'ABOUT 3.30 MILES NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0932'STATE HIGHWAY 3 AT REDWOOD, 105 FEET EAST OF THE CENTERLINE OF THE
 CP0932'HIGHWAY, 134 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 46 FEET
 CP0932'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A
 CP0932'PROPOSED BRICK HOUSE, 90 FEET SOUTH OF A POWER POLE BEARING A LIGHT
 CP0932'AND TELEPHONE CANNISTER NO. P 203, 23.5 FEET SOUTH OF A 15-INCH CEDAR
 CP0932'TREE OF WHICH IS THE MOST SOUTHERLY ONE OF 5 CEDAR TREES, 1.5 FEET
 CP0932'NORTH OF A METAL WITNESS POST, 15 FEET BELOW THE LEVEL OF THE HIGHWAY
 CP0932'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.  SEC 21, T
 CP0932'18N, R 4E.
 CP0932
 CP0932                          STATION RECOVERY (1992)
 CP0932
 CP0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0932'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0932'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0932'(CLAY STREET) IN VICKSBURG, THENCE 12.4 KM (7.70 MI) NORTHERLY ALONG
 CP0932'U.S. HIGHWAY 61, 31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE
 CP0932'HIGHWAY, 18.4 M (60.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 14.3 M
 CP0932'(46.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 1.9 M
 CP0932'(6.2 FT) SOUTHWEST OF A FENCE CORNER, 1.7 M (5.6 FT) NORTH OF AN
 CP0932'UNDERGROUND CABLE JUNCTION BOX, 1.4 M (4.6 FT) NORTH-NORTHWEST OF A
 CP0932'UTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 CP0932'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8617 ***********************************************************************
 DJ8617  DESIGNATION -  61 V 115X
 DJ8617  PID         -  DJ8617
 DJ8617  STATE/COUNTY-  MS/WARREN
 DJ8617  USGS QUAD   -  FLOWEREE (1988)
 DJ8617
 DJ8617                         *CURRENT SURVEY CONTROL
 DJ8617  ___________________________________________________________________
 DJ8617* NAD 83(2007)-  32 31 25.77455(N)    090 48 52.06959(W)     ADJUSTED  
 DJ8617* NAVD 88     -        28.60   (meters)      93.8    (feet)  LEVELING  
 DJ8617  ___________________________________________________________________
 DJ8617  EPOCH DATE  -        2002.00
 DJ8617  X           -     -76,517.926 (meters)                     COMP
 DJ8617  Y           -  -5,382,509.414 (meters)                     COMP
 DJ8617  Z           -   3,409,552.379 (meters)                     COMP
 DJ8617  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DJ8617  ELLIP HEIGHT-           1.989 (meters)          (02/15/08) ADJUSTED
 DJ8617  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ8617  HORZ ORDER  -  FIRST
 DJ8617  VERT ORDER  -  THIRD ?
 DJ8617  ELLP ORDER  -  FOURTH    CLASS II
 DJ8617
 DJ8617.The horizontal coordinates were established by GPS observations
 DJ8617.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8617
 DJ8617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8617.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8617.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8617.The epoch date for horizontal control is a decimal equivalence
 DJ8617.of Year/Month/Day.
 DJ8617
 DJ8617.The orthometric height was determined by differential leveling.
 DJ8617.The vertical network tie was performed by a horz. field party for horz.
 DJ8617.obs reductions. Reset procedures were used to establish the elevation.
 DJ8617
 DJ8617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8617
 DJ8617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8617
 DJ8617.The ellipsoidal height was determined by GPS observations
 DJ8617.and is referenced to NAD 83.
 DJ8617
 DJ8617.The geoid height was determined by GEOID03.
 DJ8617
 DJ8617;                    North         East     Units Scale Factor Converg.
 DJ8617;SPC MS W     -   335,336.266   654,798.879   MT  0.99997518   -0 15 31.3
 DJ8617;SPC MS W     - 1,100,182.40  2,148,285.99   sFT  0.99997518   -0 15 31.3
 DJ8617;UTM  15      - 3,600,605.856   705,274.473   MT  1.00011963   +1 10 31.7
 DJ8617
 DJ8617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8617!SPC MS W     -   0.99999969  x   0.99997518  =   0.99997487
 DJ8617!UTM  15      -   0.99999969  x   1.00011963  =   1.00011932
 DJ8617
 DJ8617                          SUPERSEDED SURVEY CONTROL
 DJ8617
 DJ8617.No superseded survey control is available for this station.
 DJ8617
 DJ8617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0527400606(NAD 83)
 DJ8617_MARKER: I = METAL ROD
 DJ8617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8617+WITH SETTING: INFORMATION.
 DJ8617_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8617_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8617+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2006
 DJ8617_ROD/PIPE-DEPTH:  0.6 meters
 DJ8617
 DJ8617  HISTORY     - Date     Condition        Report By
 DJ8617  HISTORY     - 20061214 MONUMENTED       EMCINC
 DJ8617
 DJ8617                          STATION DESCRIPTION
 DJ8617
 DJ8617'DESCRIBED BY EMC INCORPORATED 2006
 DJ8617'MARK IS SET ABOUT 3.30 MI (5.3 KM) NORTHWEST ALONG U.S. HIGHWAY 61
 DJ8617'FROM THE JUNCTION OF STATE HIGHWAY 3 AT REDWOOD, LOCATED EAST OF
 DJ8617'HIGHWAY 3, SE OF A FENCE CORNER IN PASTURE. SET 1/2 IN IRON ROD, 18 IN
 DJ8617'LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0933 ***********************************************************************
 CP0933  DESIGNATION -  61 V 116
 CP0933  PID         -  CP0933
 CP0933  STATE/COUNTY-  MS/WARREN
 CP0933  USGS QUAD   -  FLOWEREE (1988)
 CP0933
 CP0933                         *CURRENT SURVEY CONTROL
 CP0933  ___________________________________________________________________
 CP0933* NAD 83(1986)-  32 32 23.     (N)    090 49 13.     (W)     SCALED    
 CP0933* NAVD 88     -        31.469  (meters)     103.24   (feet)  ADJUSTED  
 CP0933  ___________________________________________________________________
 CP0933  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0933  DYNAMIC HT  -          31.434 (meters)     103.13  (feet)  COMP
 CP0933  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CP0933
 CP0933  VERT ORDER  -  FIRST     CLASS I
 CP0933
 CP0933.The horizontal coordinates were scaled from a topographic map and have
 CP0933.an estimated accuracy of +/- 6 seconds.
 CP0933
 CP0933.The orthometric height was determined by differential leveling
 CP0933.and adjusted in June 1991.
 CP0933
 CP0933.The geoid height was determined by GEOID03.
 CP0933
 CP0933.The dynamic height is computed by dividing the NAVD 88
 CP0933.geopotential number by the normal gravity value computed on the
 CP0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0933.degrees latitude (g = 980.6199 gals.).
 CP0933
 CP0933.The modeled gravity was interpolated from observed gravity values.
 CP0933
 CP0933;                    North         East    Units  Estimated Accuracy
 CP0933;SPC MS W     -   337,100.      654,260.      MT  (+/- 180 meters Scaled)
 CP0933
 CP0933                          SUPERSEDED SURVEY CONTROL
 CP0933
 CP0933  NGVD 29 (??/??/92)   31.514  (m)          103.39   (f) ADJ UNCH    1 1
 CP0933
 CP0933.Superseded values are not recommended for survey control.
 CP0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0933.See file dsdata.txt to determine how the superseded data were derived.
 CP0933
 CP0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS046023(NAD 83)
 CP0933_MARKER: DD = SURVEY DISK
 CP0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0933_SP_SET: ABUTMENT
 CP0933_STAMPING: BM 61 V 116 1970
 CP0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0933
 CP0933  HISTORY     - Date     Condition        Report By
 CP0933  HISTORY     - 1970     MONUMENTED       MSHD
 CP0933  HISTORY     - 1973     GOOD             NGS
 CP0933  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0933
 CP0933                          STATION DESCRIPTION
 CP0933
 CP0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0933'4.40 MI NW FROM REDWOOD.
 CP0933'ABOUT 4.04 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0933'STATE HIGHWAY 3 AT REDWOOD, AT THE SOUTHEAST END OF A 400 FOOT LONG
 CP0933'CONCRETE HIGHWAY BRIDGE OVER DEER CREEK AND SET IN THE TOP OF THE
 CP0933'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, 14 FEET SOUTHWEST OF
 CP0933'THE CENTERLINE OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.  SEC 16, T
 CP0933'18N, R 4E.  NOTE-- BRIDGE HAS WOODEN PILING.
 CP0933
 CP0933                          STATION RECOVERY (1992)
 CP0933
 CP0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0933'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 CP0933'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0934 ***********************************************************************
 CP0934  DESIGNATION -  61 V 117
 CP0934  PID         -  CP0934
 CP0934  STATE/COUNTY-  MS/WARREN
 CP0934  USGS QUAD   -  FLOWEREE (1988)
 CP0934
 CP0934                         *CURRENT SURVEY CONTROL
 CP0934  ___________________________________________________________________
 CP0934* NAD 83(1986)-  32 32 54.     (N)    090 49 27.     (W)     SCALED    
 CP0934* NAVD 88     -        28.521  (meters)      93.57   (feet)  ADJUSTED  
 CP0934  ___________________________________________________________________
 CP0934  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0934  DYNAMIC HT  -          28.489 (meters)      93.47  (feet)  COMP
 CP0934  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 CP0934
 CP0934  VERT ORDER  -  FIRST     CLASS II
 CP0934
 CP0934.The horizontal coordinates were scaled from a topographic map and have
 CP0934.an estimated accuracy of +/- 6 seconds.
 CP0934
 CP0934.The orthometric height was determined by differential leveling
 CP0934.and adjusted in July 1994.
 CP0934
 CP0934.The geoid height was determined by GEOID03.
 CP0934
 CP0934.The dynamic height is computed by dividing the NAVD 88
 CP0934.geopotential number by the normal gravity value computed on the
 CP0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0934.degrees latitude (g = 980.6199 gals.).
 CP0934
 CP0934.The modeled gravity was interpolated from observed gravity values.
 CP0934
 CP0934;                    North         East    Units  Estimated Accuracy
 CP0934;SPC MS W     -   338,060.      653,900.      MT  (+/- 180 meters Scaled)
 CP0934
 CP0934                          SUPERSEDED SURVEY CONTROL
 CP0934
 CP0934  NAVD 88 (06/15/91)   28.517  (m)           93.56   (f) UNKNOWN     1 2
 CP0934  NGVD 29 (??/??/92)   28.561  (m)           93.70   (f) ADJ UNCH    1 2
 CP0934
 CP0934.Superseded values are not recommended for survey control.
 CP0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0934.See file dsdata.txt to determine how the superseded data were derived.
 CP0934
 CP0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS043033(NAD 83)
 CP0934_MARKER: DD = SURVEY DISK
 CP0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0934_SP_SET: CONCRETE POST
 CP0934_STAMPING: 61 V 117 1970 BM
 CP0934_MARK LOGO: MSHD  
 CP0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0934+STABILITY: SURFACE MOTION
 CP0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0934+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0934
 CP0934  HISTORY     - Date     Condition        Report By
 CP0934  HISTORY     - 1970     MONUMENTED       MSHD
 CP0934  HISTORY     - 1973     GOOD             NGS
 CP0934  HISTORY     - 19920130 GOOD             NGS
 CP0934
 CP0934                          STATION DESCRIPTION
 CP0934
 CP0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0934'5.10 MI NW FROM REDWOOD.
 CP0934'ABOUT 5.10 MILES NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0934'STATE HIGHWAY 3 AT REDWOOD, 0.15 MILE NORTH OF THE NORTH END OF A
 CP0934'CONCRETE HIGHWAY BRIDGE OVER DEER CREEK, 155 FEET WEST OF THE
 CP0934'CENTERLINE OF THE HIGHWAY, 165 YARDS (PACED) NORTH OF THE NORTHEAST
 CP0934'CORNER OF A BRICK HOUSE, WHITAKERS PROPERTY, 120 YARDS (PACED) NORTH
 CP0934'OF THE NORTH SIDE OF A LARGE METAL MACHINE SHOP, 58.8 FEET WEST OF A
 CP0934'POWER POLE BEARING A TRANSFORMER, AT THE NORTHEAST CORNER OF A LONG
 CP0934'CANOPY TYPE MACHINE SHED, 10-INCHES EAST OF THE EAST EDGE OF CONCRETE
 CP0934'PLATFORM SUPPORTING FUEL TANKS AND WASH PATIO, 28.7 FEET SOUTH OF THE
 CP0934'NORTHEAST CORNER OF THE WASH RACK OR PATIO, 1.8 FEET NORTH OF A METAL
 CP0934'WITNESS POST, 12 FEET BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 CP0934'CONCRETE POST 4-INCHES BELOW THE LEVEL OF THE GROUND.  SEC 9, T 18N, R
 CP0934'4E.
 CP0934
 CP0934                          STATION RECOVERY (1992)
 CP0934
 CP0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0934'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0934'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0934'(CLAY STREET) IN VICKSBURG, THENCE 14.5 KM (9.00 MI) NORTHERLY ALONG
 CP0934'U.S. HIGHWAY 61, 47.2 M (154.9 FT) WEST OF THE CENTERLINE OF THE
 CP0934'HIGHWAY, 25.8 M (84.6 FT) SOUTH OF THE SOUTHEAST LEG OF A SMALL WATER
 CP0934'TANK, 17.9 M (58.7 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER AND
 CP0934'A GUY CABLE, 2.7 M (8.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 CP0934'(2.0 FT) NORTH OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE, 0.4 M
 CP0934'(1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 CP0934'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0936 ***********************************************************************
 CP0936  DESIGNATION -  61 V 118
 CP0936  PID         -  CP0936
 CP0936  STATE/COUNTY-  MS/WARREN
 CP0936  USGS QUAD   -  FLOWEREE (1988)
 CP0936
 CP0936                         *CURRENT SURVEY CONTROL
 CP0936  ___________________________________________________________________
 CP0936* NAD 83(1986)-  32 33 35.     (N)    090 49 57.     (W)     SCALED    
 CP0936* NAVD 88     -        29.602  (meters)      97.12   (feet)  ADJUSTED  
 CP0936  ___________________________________________________________________
 CP0936  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0936  DYNAMIC HT  -          29.569 (meters)      97.01  (feet)  COMP
 CP0936  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 CP0936
 CP0936  VERT ORDER  -  FIRST     CLASS II
 CP0936
 CP0936.The horizontal coordinates were scaled from a topographic map and have
 CP0936.an estimated accuracy of +/- 6 seconds.
 CP0936
 CP0936.The orthometric height was determined by differential leveling
 CP0936.and adjusted in July 1994.
 CP0936
 CP0936.The geoid height was determined by GEOID03.
 CP0936
 CP0936.The dynamic height is computed by dividing the NAVD 88
 CP0936.geopotential number by the normal gravity value computed on the
 CP0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0936.degrees latitude (g = 980.6199 gals.).
 CP0936
 CP0936.The modeled gravity was interpolated from observed gravity values.
 CP0936
 CP0936;                    North         East    Units  Estimated Accuracy
 CP0936;SPC MS W     -   339,330.      653,120.      MT  (+/- 180 meters Scaled)
 CP0936
 CP0936                          SUPERSEDED SURVEY CONTROL
 CP0936
 CP0936  NAVD 88 (06/15/91)   29.613  (m)           97.16   (f) UNKNOWN     1 2
 CP0936  NGVD 29 (??/??/92)   29.658  (m)           97.30   (f) ADJ UNCH    1 2
 CP0936
 CP0936.Superseded values are not recommended for survey control.
 CP0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0936.See file dsdata.txt to determine how the superseded data were derived.
 CP0936
 CP0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS034045(NAD 83)
 CP0936_MARKER: DD = SURVEY DISK
 CP0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0936_SP_SET: CONCRETE POST
 CP0936_STAMPING: 61 V 118 1970 BM
 CP0936_MARK LOGO: MSHD  
 CP0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0936+STABILITY: SURFACE MOTION
 CP0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0936+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0936
 CP0936  HISTORY     - Date     Condition        Report By
 CP0936  HISTORY     - 1970     MONUMENTED       MSHD
 CP0936  HISTORY     - 1973     GOOD             NGS
 CP0936  HISTORY     - 19920130 GOOD             NGS
 CP0936
 CP0936                          STATION DESCRIPTION
 CP0936
 CP0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0936'5.7 MI SE FROM VALLEY PARK.
 CP0936'ABOUT 5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 CP0936'AND GROCERY STORE AT PARK VALLEY, (ALSO, 6.10 MILES NORTHWEST ALONG
 CP0936'U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE HIGHWAY 3 AT REDWOOD),
 CP0936'ABOUT 101.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 CP0936'OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 158 FEET NORTH-NORTHWEST OF
 CP0936'THE NORTH CORNER OF A FRAME HOUSE, 123 FEET NORTHWEST OF A LONE
 CP0936'30-INCH FORKED PECAN TREE AND ON A SLIGHT MOUND IN A SMALL THICKET OF
 CP0936'TREES, 1.8 FEET NORTHEAST OF A POWER POLE BEARING A TRANSFORMER WITH
 CP0936'LINE CROSSING IN EASTERLY DIRECTION OVER HIGHWAY, 1.2 FEET NORTHWEST
 CP0936'OF A METAL WITNESS POST, 7 FEET BELOW LEVEL OF THE HIGHWAY AND SET IN
 CP0936'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.  SEC 8, T 18N, R 4E.
 CP0936
 CP0936                          STATION RECOVERY (1992)
 CP0936
 CP0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0936'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0936'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0936'(CLAY STREET) IN VICKSBURG, THENCE 16.1 KM (10.00 MI) NORTHERLY ALONG
 CP0936'U.S. HIGHWAY 61, 48.3 M (158.5 FT) NORTH OF THE NORTHEAST CORNER OF A
 CP0936'HOUSE, 31.0 M (101.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CP0936'1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) EAST OF
 CP0936'A UTILITY POLE WITH 3 GUY CABLES AND A TRANSFORMER, 0.4 M (1.3 FT)
 CP0936'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CP0936'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0937 ***********************************************************************
 CP0937  DESIGNATION -  61 V 119
 CP0937  PID         -  CP0937
 CP0937  STATE/COUNTY-  MS/WARREN
 CP0937  USGS QUAD   -  FLOWEREE (1988)
 CP0937
 CP0937                         *CURRENT SURVEY CONTROL
 CP0937  ___________________________________________________________________
 CP0937* NAD 83(1986)-  32 34 23.     (N)    090 50 20.     (W)     SCALED    
 CP0937* NAVD 88     -        31.515  (meters)     103.40   (feet)  ADJUSTED  
 CP0937  ___________________________________________________________________
 CP0937  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0937  DYNAMIC HT  -          31.480 (meters)     103.28  (feet)  COMP
 CP0937  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CP0937
 CP0937  VERT ORDER  -  FIRST     CLASS I
 CP0937
 CP0937.The horizontal coordinates were scaled from a topographic map and have
 CP0937.an estimated accuracy of +/- 6 seconds.
 CP0937
 CP0937.The orthometric height was determined by differential leveling
 CP0937.and adjusted in June 1991.
 CP0937
 CP0937.The geoid height was determined by GEOID03.
 CP0937
 CP0937.The dynamic height is computed by dividing the NAVD 88
 CP0937.geopotential number by the normal gravity value computed on the
 CP0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0937.degrees latitude (g = 980.6199 gals.).
 CP0937
 CP0937.The modeled gravity was interpolated from observed gravity values.
 CP0937
 CP0937;                    North         East    Units  Estimated Accuracy
 CP0937;SPC MS W     -   340,810.      652,530.      MT  (+/- 180 meters Scaled)
 CP0937
 CP0937                          SUPERSEDED SURVEY CONTROL
 CP0937
 CP0937  NGVD 29 (??/??/92)   31.559  (m)          103.54   (f) ADJ UNCH    1 1
 CP0937
 CP0937.Superseded values are not recommended for survey control.
 CP0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0937.See file dsdata.txt to determine how the superseded data were derived.
 CP0937
 CP0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS028060(NAD 83)
 CP0937_MARKER: DD = SURVEY DISK
 CP0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0937_SP_SET: ABUTMENT
 CP0937_STAMPING: BM 61 V 119 1970
 CP0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0937
 CP0937  HISTORY     - Date     Condition        Report By
 CP0937  HISTORY     - 1970     MONUMENTED       MSHD
 CP0937  HISTORY     - 1973     GOOD             NGS
 CP0937  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0937
 CP0937                          STATION DESCRIPTION
 CP0937
 CP0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0937'4.9 MI SE FROM VALLEY PARK.
 CP0937'ABOUT 4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 CP0937'AND STORE AT VALLEY PARK, 0.15 MILE SOUTHEAST OF THE ISSAQUENA-WARREN
 CP0937'CO. LINE, AT THE NORTHWEST END OF A 180 FOOT LONG CONCRETE HIGHWAY
 CP0937'BRIDGE, 14.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND SET
 CP0937'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT AND
 CP0937'ABOUT LEVEL WITH THE HIGHWAY.  SEC 5, T 18N, R 4E.  NOTE-- BRIDGE SETS
 CP0937'ON WOODEN PILING.
 CP0937
 CP0937                          STATION RECOVERY (1992)
 CP0937
 CP0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0937'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 CP0937'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1066 ***********************************************************************
 BW1066  DESIGNATION -  61 V 12
 BW1066  PID         -  BW1066
 BW1066  STATE/COUNTY-  MS/WILKINSON
 BW1066  USGS QUAD   -  LANEHEART (1988)
 BW1066
 BW1066                         *CURRENT SURVEY CONTROL
 BW1066  ___________________________________________________________________
 BW1066* NAD 83(1986)-  31 07 42.     (N)    091 16 28.     (W)     SCALED    
 BW1066* NAVD 88     -       109.20   (+/-2cm)     358.3    (feet)  VERTCON   
 BW1066  ___________________________________________________________________
 BW1066  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BW1066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1066
 BW1066.The horizontal coordinates were scaled from a topographic map and have
 BW1066.an estimated accuracy of +/- 6 seconds.
 BW1066
 BW1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1066.The vertical order pertains to the NGVD 29 superseded value.
 BW1066
 BW1066.The geoid height was determined by GEOID03.
 BW1066
 BW1066;                    North         East    Units  Estimated Accuracy
 BW1066;SPC MS W     -   180,890.      610,240.      MT  (+/- 180 meters Scaled)
 BW1066
 BW1066                          SUPERSEDED SURVEY CONTROL
 BW1066
 BW1066  NGVD 29 (??/??/92)  109.17   (m)          358.2    (f) COMPUTED    2 0
 BW1066
 BW1066.Superseded values are not recommended for survey control.
 BW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1066.See file dsdata.txt to determine how the superseded data were derived.
 BW1066
 BW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ645451(NAD 83)
 BW1066_MARKER: DD = SURVEY DISK
 BW1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1066_STAMPING: BM 61V-12 1969
 BW1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1066+STABILITY: SURFACE MOTION
 BW1066
 BW1066  HISTORY     - Date     Condition        Report By
 BW1066  HISTORY     - 1969     MONUMENTED       MSHD
 BW1066
 BW1066                          STATION DESCRIPTION
 BW1066
 BW1066'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1066'2.2 MI NE FROM WOODVILLE.
 BW1066'THE MARK IS LOCATED 2.2 MILES NORTHEAST OF WOODVILLE NEAR THE EAST
 BW1066'RIGHT-OF-WAY OF U.S. HIGHWAY 61 IN THE NORTHWEST 1/4 OF SECTION 25, T
 BW1066'2N, R 2W.  IT IS 86 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 33
 BW1066'FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, 24.5 FEET SOUTHEAST OF A POWER
 BW1066'LINE, 197 FEET NORTHEAST OF A POWER LINE POLE, 1.5 FEET NORTHEAST OF A
 BW1066'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW1066'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
 BW1066'NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO
 BW1066'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1066'INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON
 BW1066'U.S. HIGHWAY 61 FOR 2.15 MILES TO A NARROW ROAD CROSSING NEAR THE TOP
 BW1066'OF A HILL AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0938 ***********************************************************************
 CP0938  DESIGNATION -  61 V 120
 CP0938  PID         -  CP0938
 CP0938  STATE/COUNTY-  MS/ISSAQUENA
 CP0938  USGS QUAD   -  FLOWEREE (1988)
 CP0938
 CP0938                         *CURRENT SURVEY CONTROL
 CP0938  ___________________________________________________________________
 CP0938* NAD 83(1986)-  32 34 59.     (N)    090 50 53.     (W)     SCALED    
 CP0938* NAVD 88     -        32.357  (meters)     106.16   (feet)  ADJUSTED  
 CP0938  ___________________________________________________________________
 CP0938  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0938  DYNAMIC HT  -          32.320 (meters)     106.04  (feet)  COMP
 CP0938  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CP0938
 CP0938  VERT ORDER  -  FIRST     CLASS I
 CP0938
 CP0938.The horizontal coordinates were scaled from a topographic map and have
 CP0938.an estimated accuracy of +/- 6 seconds.
 CP0938
 CP0938.The orthometric height was determined by differential leveling
 CP0938.and adjusted in June 1991.
 CP0938
 CP0938.The geoid height was determined by GEOID03.
 CP0938
 CP0938.The dynamic height is computed by dividing the NAVD 88
 CP0938.geopotential number by the normal gravity value computed on the
 CP0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0938.degrees latitude (g = 980.6199 gals.).
 CP0938
 CP0938.The modeled gravity was interpolated from observed gravity values.
 CP0938
 CP0938;                    North         East    Units  Estimated Accuracy
 CP0938;SPC MS W     -   341,920.      651,680.      MT  (+/- 180 meters Scaled)
 CP0938
 CP0938                          SUPERSEDED SURVEY CONTROL
 CP0938
 CP0938  NGVD 29 (??/??/92)   32.399  (m)          106.30   (f) ADJ UNCH    1 1
 CP0938
 CP0938.Superseded values are not recommended for survey control.
 CP0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0938.See file dsdata.txt to determine how the superseded data were derived.
 CP0938
 CP0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS019071(NAD 83)
 CP0938_MARKER: DD = SURVEY DISK
 CP0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0938_SP_SET: ABUTMENT
 CP0938_STAMPING: BM 61 V 120 1970
 CP0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0938
 CP0938  HISTORY     - Date     Condition        Report By
 CP0938  HISTORY     - 1970     MONUMENTED       MSHD
 CP0938  HISTORY     - 1973     GOOD             NGS
 CP0938
 CP0938                          STATION DESCRIPTION
 CP0938
 CP0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0938'3.95 MI SE FROM VALLEY PARK.
 CP0938'ABOUT 3.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 CP0938'AND STORE AT VALLEY PARK, AT THE SOUTHEAST END OF AN 80 FOOT LONG
 CP0938'CONCRETE HIGHWAY BRIDGE, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CP0938'HIGHWAY, SET IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 CP0938'ABUTMENT, 1.5 FEET NORTH OF A METAL WITNESS POST AND LEVEL WITH THE
 CP0938'HIGHWAY.  SEC 31, T 9N, R 6W.  NOTE-- BRIDGE SET ON WOODEN PILING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2336 ***********************************************************************
 CP2336  DESIGNATION -  61 V 120 RESET
 CP2336  PID         -  CP2336
 CP2336  STATE/COUNTY-  MS/ISSAQUENA
 CP2336  USGS QUAD   -  FLOWEREE (1988)
 CP2336
 CP2336                         *CURRENT SURVEY CONTROL
 CP2336  ___________________________________________________________________
 CP2336* NAD 83(1986)-  32 34 59.     (N)    090 50 53.     (W)     SCALED    
 CP2336* NAVD 88     -        28.905  (meters)      94.83   (feet)  ADJUSTED  
 CP2336  ___________________________________________________________________
 CP2336  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP2336  DYNAMIC HT  -          28.873 (meters)      94.73  (feet)  COMP
 CP2336  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CP2336
 CP2336  VERT ORDER  -  FIRST     CLASS II
 CP2336
 CP2336.The horizontal coordinates were scaled from a topographic map and have
 CP2336.an estimated accuracy of +/- 6 seconds.
 CP2336
 CP2336.The orthometric height was determined by differential leveling
 CP2336.and adjusted in July 1994.
 CP2336
 CP2336.The geoid height was determined by GEOID03.
 CP2336
 CP2336.The dynamic height is computed by dividing the NAVD 88
 CP2336.geopotential number by the normal gravity value computed on the
 CP2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2336.degrees latitude (g = 980.6199 gals.).
 CP2336
 CP2336.The modeled gravity was interpolated from observed gravity values.
 CP2336
 CP2336;                    North         East    Units  Estimated Accuracy
 CP2336;SPC MS W     -   341,920.      651,680.      MT  (+/- 180 meters Scaled)
 CP2336
 CP2336                          SUPERSEDED SURVEY CONTROL
 CP2336
 CP2336  NGVD 29 (08/12/04)   28.94   (m)           94.9    (f) RESET       3  
 CP2336
 CP2336.Superseded values are not recommended for survey control.
 CP2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2336.See file dsdata.txt to determine how the superseded data were derived.
 CP2336
 CP2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS019071(NAD 83)
 CP2336_MARKER: DV = VERTICAL CONTROL DISK
 CP2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2336_SP_SET: CONCRETE POST
 CP2336_STAMPING: 61 V 120 RESET 1982
 CP2336_MARK LOGO: NGS   
 CP2336_PROJECTION: FLUSH
 CP2336_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2336+STABILITY: SURFACE MOTION
 CP2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2336+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP2336
 CP2336  HISTORY     - Date     Condition        Report By
 CP2336  HISTORY     - 1982     MONUMENTED       NGS
 CP2336  HISTORY     - 19920130 GOOD             NGS
 CP2336
 CP2336                          STATION DESCRIPTION
 CP2336
 CP2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CP2336'3.8 MI SE FROM VALLEY PARK.
 CP2336'THE MARK IS 9.5 FT BELOW HIGHWAY.
 CP2336'3.8 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY
 CP2336'PARK, TO A HOUSE AND MARK ON THE RIGHT, 88.0 FEET WEST OF THE CENTER
 CP2336'OF THE HIGHWAY, 84.0 FEET NORTHWEST OF 40-INCH COTTONWOOD TREE, 60.0
 CP2336'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 23.5 FEET SOUTH
 CP2336'OF THE CENTER OF DRIVEWAY, 2.0 FEET SOUTH OF A POWERPOLE WITH
 CP2336'TRANSFORMER AND UNDERGROUND CABLE BOX.
 CP2336'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 CP2336
 CP2336                          STATION RECOVERY (1992)
 CP2336
 CP2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2336'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP2336'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP2336'(CLAY STREET)IN VICKSBURG, THENCE 19.0 KM (11.80 MI) NORTHERLY ALONG
 CP2336'U.S. HIGHWAY 61, 26.9 M (88.3 FT) SOUTHWEST OF THE HIGHWAY
 CP2336'CENTERLINE, 18.2 M (59.7 FT) NORTH OF THE NORTHEAST CORNER OF A FRAME
 CP2336'HOUSE, 7.4 M (24.3 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 2.3 M
 CP2336'(7.5 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE AND A
 CP2336'TRANSFORMER, 0.9 M (3.0 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION
 CP2336'BOX NUMBER 287, 2.7 M (8.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 CP2336'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 CP2336'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0943 ***********************************************************************
 CP0943  DESIGNATION -  61 V 121
 CP0943  PID         -  CP0943
 CP0943  STATE/COUNTY-  MS/ISSAQUENA
 CP0943  USGS QUAD   -  FLOWEREE (1988)
 CP0943
 CP0943                         *CURRENT SURVEY CONTROL
 CP0943  ___________________________________________________________________
 CP0943* NAD 83(1986)-  32 36 42.     (N)    090 51 33.     (W)     SCALED    
 CP0943* NAVD 88     -        29.726  (meters)      97.53   (feet)  ADJUSTED  
 CP0943  ___________________________________________________________________
 CP0943  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0943  DYNAMIC HT  -          29.693 (meters)      97.42  (feet)  COMP
 CP0943  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CP0943
 CP0943  VERT ORDER  -  FIRST     CLASS II
 CP0943
 CP0943.The horizontal coordinates were scaled from a topographic map and have
 CP0943.an estimated accuracy of +/- 6 seconds.
 CP0943
 CP0943.The orthometric height was determined by differential leveling
 CP0943.and adjusted in July 1994.
 CP0943.WARNING-Repeat measurements at this control monument indicate possible
 CP0943.vertical movement.
 CP0943
 CP0943.The geoid height was determined by GEOID03.
 CP0943
 CP0943.The dynamic height is computed by dividing the NAVD 88
 CP0943.geopotential number by the normal gravity value computed on the
 CP0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0943.degrees latitude (g = 980.6199 gals.).
 CP0943
 CP0943.The modeled gravity was interpolated from observed gravity values.
 CP0943
 CP0943;                    North         East    Units  Estimated Accuracy
 CP0943;SPC MS W     -   345,100.      650,650.      MT  (+/- 180 meters Scaled)
 CP0943
 CP0943                          SUPERSEDED SURVEY CONTROL
 CP0943
 CP0943  NAVD 88 (06/15/91)   29.758  (m)           97.63   (f) UNKNOWN     1 2
 CP0943  NGVD 29 (??/??/92)   29.797  (m)           97.76   (f) ADJ UNCH    1 2
 CP0943
 CP0943.Superseded values are not recommended for survey control.
 CP0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0943.See file dsdata.txt to determine how the superseded data were derived.
 CP0943
 CP0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS008102(NAD 83)
 CP0943_MARKER: DD = SURVEY DISK
 CP0943_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP0943+WITH SETTING: PAVEMENT
 CP0943_SP_SET: FOOTING
 CP0943_STAMPING: 61 V 121 1970
 CP0943_MARK LOGO: MSHD  
 CP0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0943+STABILITY: SURFACE MOTION
 CP0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0943+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0943
 CP0943  HISTORY     - Date     Condition        Report By
 CP0943  HISTORY     - 1970     MONUMENTED       MSHD
 CP0943  HISTORY     - 1973     GOOD             NGS
 CP0943  HISTORY     - 1982     GOOD             NGS
 CP0943  HISTORY     - 19920130 GOOD             NGS
 CP0943
 CP0943                          STATION DESCRIPTION
 CP0943
 CP0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0943'1.65 MI S FROM VALLEY PARK.
 CP0943'ABOUT 1.5 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0943'STORE AT VALLEY PARK, THENCE 0.15 MILE WEST ALONG A NARROW PAVED ROAD,
 CP0943'0.2 MILE WEST OF THE BEAR CAMP STORE AND STANDARD STATION ON THE EAST
 CP0943'SIDE OF THE HIGHWAY, AT THE VALLEY PARK ELEVATORS AND SCALES, 140 FEET
 CP0943'NORTH OF THE CENTERLINE OF THE ROAD, 86.7 FEET NORTH OF THE NORTH RAIL
 CP0943'OF A RAILROAD SPUR TRACK TO ELEVATOR, 65.2 FEET WEST OF A POWER POLE
 CP0943'BEARING 3 TRANSFORMERS, 15.8 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CP0943'OFFICE BUILDING AND SCALE HOUSE, SET IN THE TOP OF CONCRETE FOUNDATION
 CP0943'FOR ROUND TIN ELEVATOR, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CP0943'LEVEL WITH THE ROAD AND 1 FOOT ABOVE LEVEL WITH THE GROUND. SEC 19, T
 CP0943'9N, R 6W.
 CP0943
 CP0943                          STATION RECOVERY (1982)
 CP0943
 CP0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CP0943'RECOVERED IN GOOD CONDITION.
 CP0943
 CP0943                          STATION RECOVERY (1992)
 CP0943
 CP0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0943'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0943'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0943'(CLAY STREET) IN VICKSBURG, THENCE 22.5 KM (14.00 MI) NORTHERLY ALONG
 CP0943'U.S. HIGHWAY 61, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG NEWMAN ROAD,
 CP0943'IN A CONCRETE FOOTING FOR THE MOST SOUTHEASTERLY OF 6 GRAIN BINS AT
 CP0943'THE VALLEY PARK GRAIN ELEVATOR COMPANY, 42.1 M (138.1 FT) NORTH OF
 CP0943'THE CENTER OF THE ROAD, 6.3 M (20.7 FT) NORTHWEST OF THE NORTHEAST
 CP0943'CORNER OF THE ELEVATOR OFFICE, 5.9 M (19.4 FT) WEST OF A UTILITY
 CP0943'POLE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST. NOTE--THE MARK IS
 CP0943'ON PROPERTY OWNED BY THE VALLEY PARK GRAIN ELEVATOR COMPANY, PO BOX
 CP0943'428, VALLEY PARK, MS 39117.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0945 ***********************************************************************
 CP0945  DESIGNATION -  61 V 122
 CP0945  PID         -  CP0945
 CP0945  STATE/COUNTY-  MS/ISSAQUENA
 CP0945  USGS QUAD   -  FLOWEREE (1988)
 CP0945
 CP0945                         *CURRENT SURVEY CONTROL
 CP0945  ___________________________________________________________________
 CP0945* NAD 83(1986)-  32 37 01.     (N)    090 51 37.     (W)     SCALED    
 CP0945* NAVD 88     -        32.338  (meters)     106.10   (feet)  ADJUSTED  
 CP0945  ___________________________________________________________________
 CP0945  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0945  DYNAMIC HT  -          32.302 (meters)     105.98  (feet)  COMP
 CP0945  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 CP0945
 CP0945  VERT ORDER  -  FIRST     CLASS I
 CP0945
 CP0945.The horizontal coordinates were scaled from a topographic map and have
 CP0945.an estimated accuracy of +/- 6 seconds.
 CP0945
 CP0945.The orthometric height was determined by differential leveling
 CP0945.and adjusted in June 1991.
 CP0945
 CP0945.The geoid height was determined by GEOID03.
 CP0945
 CP0945.The dynamic height is computed by dividing the NAVD 88
 CP0945.geopotential number by the normal gravity value computed on the
 CP0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0945.degrees latitude (g = 980.6199 gals.).
 CP0945
 CP0945.The modeled gravity was interpolated from observed gravity values.
 CP0945
 CP0945;                    North         East    Units  Estimated Accuracy
 CP0945;SPC MS W     -   345,680.      650,550.      MT  (+/- 180 meters Scaled)
 CP0945
 CP0945                          SUPERSEDED SURVEY CONTROL
 CP0945
 CP0945  NGVD 29 (??/??/92)   32.378  (m)          106.23   (f) ADJ UNCH    1 1
 CP0945
 CP0945.Superseded values are not recommended for survey control.
 CP0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0945.See file dsdata.txt to determine how the superseded data were derived.
 CP0945
 CP0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS007108(NAD 83)
 CP0945_MARKER: DD = SURVEY DISK
 CP0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0945_SP_SET: ABUTMENT
 CP0945_STAMPING: BM 61 V 122 1970
 CP0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0945
 CP0945  HISTORY     - Date     Condition        Report By
 CP0945  HISTORY     - 1970     MONUMENTED       MSHD
 CP0945  HISTORY     - 1973     GOOD             NGS
 CP0945  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0945
 CP0945                          STATION DESCRIPTION
 CP0945
 CP0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0945'1.05 MI S FROM VALLEY PARK.
 CP0945'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0945'STORE AT VALLEY PARK, AT THE SOUTH END OF A CONCRETE HIGHWAY BRIDGE,
 CP0945'14.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CP0945'WEST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE.  SEC 19, T 9N, R
 CP0945'6W.
 CP0945
 CP0945                          STATION RECOVERY (1992)
 CP0945
 CP0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0945'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2337 ***********************************************************************
 CP2337  DESIGNATION -  61 V 122 RESET
 CP2337  PID         -  CP2337
 CP2337  STATE/COUNTY-  MS/ISSAQUENA
 CP2337  USGS QUAD   -  FLOWEREE (1988)
 CP2337
 CP2337                         *CURRENT SURVEY CONTROL
 CP2337  ___________________________________________________________________
 CP2337* NAD 83(1986)-  32 37 17.     (N)    090 51 36.     (W)     SCALED    
 CP2337* NAVD 88     -        29.599  (meters)      97.11   (feet)  ADJUSTED  
 CP2337  ___________________________________________________________________
 CP2337  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP2337  DYNAMIC HT  -          29.566 (meters)      97.00  (feet)  COMP
 CP2337  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 CP2337
 CP2337  VERT ORDER  -  FIRST     CLASS II
 CP2337
 CP2337.The horizontal coordinates were scaled from a topographic map and have
 CP2337.an estimated accuracy of +/- 6 seconds.
 CP2337
 CP2337.The orthometric height was determined by differential leveling
 CP2337.and adjusted in July 1994.
 CP2337
 CP2337.The geoid height was determined by GEOID03.
 CP2337
 CP2337.The dynamic height is computed by dividing the NAVD 88
 CP2337.geopotential number by the normal gravity value computed on the
 CP2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2337.degrees latitude (g = 980.6199 gals.).
 CP2337
 CP2337.The modeled gravity was interpolated from observed gravity values.
 CP2337
 CP2337;                    North         East    Units  Estimated Accuracy
 CP2337;SPC MS W     -   346,180.      650,570.      MT  (+/- 180 meters Scaled)
 CP2337
 CP2337                          SUPERSEDED SURVEY CONTROL
 CP2337
 CP2337  NGVD 29 (08/12/04)   29.64   (m)           97.2    (f) RESET       3  
 CP2337
 CP2337.Superseded values are not recommended for survey control.
 CP2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2337.See file dsdata.txt to determine how the superseded data were derived.
 CP2337
 CP2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS007113(NAD 83)
 CP2337_MARKER: DV = VERTICAL CONTROL DISK
 CP2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2337_SP_SET: CONCRETE POST
 CP2337_STAMPING: 61 V 122 RESET 1982
 CP2337_MARK LOGO: NGS   
 CP2337_PROJECTION: FLUSH
 CP2337_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2337+STABILITY: SURFACE MOTION
 CP2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2337+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP2337
 CP2337  HISTORY     - Date     Condition        Report By
 CP2337  HISTORY     - 1982     MONUMENTED       NGS
 CP2337  HISTORY     - 19920130 GOOD             NGS
 CP2337
 CP2337                          STATION DESCRIPTION
 CP2337
 CP2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CP2337'0.9 MILE SOUTH FROM VALLEY PARK.
 CP2337'THE MARK IS 7.0 FT BELOW HIGHWAY.
 CP2337'0.9 MILE SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY
 CP2337'PARK, TO THE MARK ON THE LEFT, 99.5 FEET EAST OF THE CENTER OF THE
 CP2337'HIGHWAY, 13.0 FEET SOUTH OF THE CENTER OF FARM LANE, 5.0 FEET WEST
 CP2337'OF A FENCE CORNER, AND 1.5 FEET NORTH-NORTHEAST OF A POWERPOLE.
 CP2337'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 CP2337
 CP2337                          STATION RECOVERY (1992)
 CP2337
 CP2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2337'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP2337'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP2337'(CLAY STREET) IN VICKSBURG, THENCE 23.6 KM (14.65 MI) NORTHERLY ALONG
 CP2337'U.S. HIGHWAY 61, 29.8 M (97.8 FT) EAST OF THE CENTERLINE OF THE
 CP2337'HIGHWAY, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.0
 CP2337'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST
 CP2337'OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 CP2337'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0949 ***********************************************************************
 CP0949  DESIGNATION -  61 V 123
 CP0949  PID         -  CP0949
 CP0949  STATE/COUNTY-  MS/ISSAQUENA
 CP0949  USGS QUAD   -  VALLEY PARK (1988)
 CP0949
 CP0949                         *CURRENT SURVEY CONTROL
 CP0949  ___________________________________________________________________
 CP0949* NAD 83(1986)-  32 38 32.     (N)    090 51 45.     (W)     SCALED    
 CP0949* NAVD 88     -        32.324  (meters)     106.05   (feet)  ADJUSTED  
 CP0949  ___________________________________________________________________
 CP0949  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0949  DYNAMIC HT  -          32.288 (meters)     105.93  (feet)  COMP
 CP0949  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CP0949
 CP0949  VERT ORDER  -  FIRST     CLASS I
 CP0949
 CP0949.The horizontal coordinates were scaled from a topographic map and have
 CP0949.an estimated accuracy of +/- 6 seconds.
 CP0949
 CP0949.The orthometric height was determined by differential leveling
 CP0949.and adjusted in June 1991.
 CP0949
 CP0949.The geoid height was determined by GEOID03.
 CP0949
 CP0949.The dynamic height is computed by dividing the NAVD 88
 CP0949.geopotential number by the normal gravity value computed on the
 CP0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0949.degrees latitude (g = 980.6199 gals.).
 CP0949
 CP0949.The modeled gravity was interpolated from observed gravity values.
 CP0949
 CP0949;                    North         East    Units  Estimated Accuracy
 CP0949;SPC MS W     -   348,490.      650,350.      MT  (+/- 180 meters Scaled)
 CP0949
 CP0949                          SUPERSEDED SURVEY CONTROL
 CP0949
 CP0949  NGVD 29 (??/??/92)   32.364  (m)          106.18   (f) ADJ UNCH    1 1
 CP0949
 CP0949.Superseded values are not recommended for survey control.
 CP0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0949.See file dsdata.txt to determine how the superseded data were derived.
 CP0949
 CP0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS004136(NAD 83)
 CP0949_MARKER: DD = SURVEY DISK
 CP0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0949_STAMPING: BM 61 V 123 1970
 CP0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0949+STABILITY: SURFACE MOTION
 CP0949
 CP0949  HISTORY     - Date     Condition        Report By
 CP0949  HISTORY     - 1970     MONUMENTED       MSHD
 CP0949  HISTORY     - 1973     GOOD             NGS
 CP0949  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0949
 CP0949                          STATION DESCRIPTION
 CP0949
 CP0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0949'0.65 MI N FROM VALLEY PARK.
 CP0949'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0949'STORE AT VALLEY PARK, AT THE SOUTH END OF A CONCRETE HIGHWAY BRIDGE AT
 CP0949'A CURVE IN THE HIGHWAY, 14.5 FEET WEST OF THE CENTERLINE OF THE
 CP0949'HIGHWAY, 0.25 MILE NORTH OF THE T JUNCTION OF A BLACK TOP ROAD LEADING
 CP0949'EAST, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT.
 CP0949'BRIDGE ON WOODEN PILING, ABOUT 1/2 FOOT BELOW LEVEL OF THE HIGHWAY.
 CP0949'SEC 12, T 9N, R 7W.
 CP0949
 CP0949                          STATION RECOVERY (1992)
 CP0949
 CP0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0949'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2338 ***********************************************************************
 CP2338  DESIGNATION -  61 V 123 RESET
 CP2338  PID         -  CP2338
 CP2338  STATE/COUNTY-  MS/ISSAQUENA
 CP2338  USGS QUAD   -  VALLEY PARK (1988)
 CP2338
 CP2338                         *CURRENT SURVEY CONTROL
 CP2338  ___________________________________________________________________
 CP2338* NAD 83(1986)-  32 38 32.     (N)    090 51 45.     (W)     SCALED    
 CP2338* NAVD 88     -        30.799  (meters)     101.05   (feet)  ADJUSTED  
 CP2338  ___________________________________________________________________
 CP2338  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP2338  DYNAMIC HT  -          30.764 (meters)     100.93  (feet)  COMP
 CP2338  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CP2338
 CP2338  VERT ORDER  -  FIRST     CLASS II
 CP2338
 CP2338.The horizontal coordinates were scaled from a topographic map and have
 CP2338.an estimated accuracy of +/- 6 seconds.
 CP2338
 CP2338.The orthometric height was determined by differential leveling
 CP2338.and adjusted in July 1994.
 CP2338
 CP2338.The geoid height was determined by GEOID03.
 CP2338
 CP2338.The dynamic height is computed by dividing the NAVD 88
 CP2338.geopotential number by the normal gravity value computed on the
 CP2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2338.degrees latitude (g = 980.6199 gals.).
 CP2338
 CP2338.The modeled gravity was interpolated from observed gravity values.
 CP2338
 CP2338;                    North         East    Units  Estimated Accuracy
 CP2338;SPC MS W     -   348,490.      650,350.      MT  (+/- 180 meters Scaled)
 CP2338
 CP2338                          SUPERSEDED SURVEY CONTROL
 CP2338
 CP2338  NGVD 29 (08/12/04)   30.81   (m)          101.1    (f) RESET       3  
 CP2338
 CP2338.Superseded values are not recommended for survey control.
 CP2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2338.See file dsdata.txt to determine how the superseded data were derived.
 CP2338
 CP2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS004136(NAD 83)
 CP2338_MARKER: DV = VERTICAL CONTROL DISK
 CP2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2338_SP_SET: CONCRETE POST
 CP2338_STAMPING: 61 V 123 RESET 1982
 CP2338_MARK LOGO: NGS   
 CP2338_PROJECTION: FLUSH
 CP2338_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2338+STABILITY: SURFACE MOTION
 CP2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2338+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1993
 CP2338
 CP2338  HISTORY     - Date     Condition        Report By
 CP2338  HISTORY     - 1982     MONUMENTED       NGS
 CP2338  HISTORY     - 19930219 GOOD             NGS
 CP2338
 CP2338                          STATION DESCRIPTION
 CP2338
 CP2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CP2338'0.5 MILE NORTH FROM VALLEY PARK.
 CP2338'THE MARK IS 4.0 FT BELOW HIGHWAY.
 CP2338'0.5 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY
 CP2338'PARK, TO A HOUSE AND MARK ON THE LEFT, 92.5 FEET EAST OF THE NORTHEAST
 CP2338'CORNER OF CARPORT OF BRICK HOUSE, 47.0 FEET WEST OF THE CENTER OF THE
 CP2338'HIGHWAY, 16.0 FEET SOUTH-SOUTHEAST OF A 5 FOOT COTTONWOOD TREE, 15.0
 CP2338'FEET NORTH OF THE CENTER OF DRIVEWAY, 4.5 FEET SOUTHEAST OFA CONCRETE
 CP2338'RIGHT-OF-WAY MARKER, AND 2.5 FEET SOUTH OF A UNDERGROUND TELEPHONE
 CP2338'CABLE BOX.
 CP2338'THE MARK IS 1.5 FT  SSE FROM A WITNESS POST.
 CP2338
 CP2338                          STATION RECOVERY (1993)
 CP2338
 CP2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CP2338'0.9 KM (0.55 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 CP2338'IN VALLEY PARK, 14.3 M (46.9 FT) WEST OF THE HIGHWAY CENTERLINE, 4.4
 CP2338'M (14.4 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO A BRICK
 CP2338'HOUSE, 1.0 M (3.3 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER
 CP2338'356, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 CP2338'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0950 ***********************************************************************
 CP0950  DESIGNATION -  61 V 124
 CP0950  PID         -  CP0950
 CP0950  STATE/COUNTY-  MS/ISSAQUENA
 CP0950  USGS QUAD   -  VALLEY PARK (1988)
 CP0950
 CP0950                         *CURRENT SURVEY CONTROL
 CP0950  ___________________________________________________________________
 CP0950* NAD 83(1986)-  32 39 14.     (N)    090 52 07.     (W)     SCALED    
 CP0950* NAVD 88     -        29.881  (meters)      98.03   (feet)  ADJUSTED  
 CP0950  ___________________________________________________________________
 CP0950  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP0950  DYNAMIC HT  -          29.848 (meters)      97.93  (feet)  COMP
 CP0950  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 CP0950
 CP0950  VERT ORDER  -  FIRST     CLASS II
 CP0950
 CP0950.The horizontal coordinates were scaled from a topographic map and have
 CP0950.an estimated accuracy of +/- 6 seconds.
 CP0950
 CP0950.The orthometric height was determined by differential leveling
 CP0950.and adjusted in July 1994.
 CP0950
 CP0950.The geoid height was determined by GEOID03.
 CP0950
 CP0950.The dynamic height is computed by dividing the NAVD 88
 CP0950.geopotential number by the normal gravity value computed on the
 CP0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0950.degrees latitude (g = 980.6199 gals.).
 CP0950
 CP0950.The modeled gravity was interpolated from observed gravity values.
 CP0950
 CP0950;                    North         East    Units  Estimated Accuracy
 CP0950;SPC MS W     -   349,780.      649,780.      MT  (+/- 180 meters Scaled)
 CP0950
 CP0950                          SUPERSEDED SURVEY CONTROL
 CP0950
 CP0950  NAVD 88 (06/15/91)   29.874  (m)           98.01   (f) UNKNOWN     1 2
 CP0950  NGVD 29 (??/??/92)   29.915  (m)           98.15   (f) ADJ UNCH    1 2
 CP0950
 CP0950.Superseded values are not recommended for survey control.
 CP0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0950.See file dsdata.txt to determine how the superseded data were derived.
 CP0950
 CP0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS998149(NAD 83)
 CP0950_MARKER: DD = SURVEY DISK
 CP0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0950_SP_SET: CONCRETE POST
 CP0950_STAMPING: 61 V 124 1970 BM
 CP0950_MARK LOGO: MSHD  
 CP0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0950+STABILITY: SURFACE MOTION
 CP0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0950+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0950
 CP0950  HISTORY     - Date     Condition        Report By
 CP0950  HISTORY     - 1970     MONUMENTED       MSHD
 CP0950  HISTORY     - 1973     GOOD             NGS
 CP0950  HISTORY     - 19920130 GOOD             NGS
 CP0950
 CP0950                          STATION DESCRIPTION
 CP0950
 CP0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0950'1.5 MI N FROM VALLEY PARK.
 CP0950'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0950'STORE AT VALLEY PARK, AT A JUNCTION WITH AN ASPHALT ROAD LEADING
 CP0950'NORTHEAST ALONG THE NORTH BANK OF DEER CREEK, 0.6 MILE SOUTHEAST OF
 CP0950'THE SHARKEY COUNTY LINE, 219 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 CP0950'HIGHWAY 61, 109 FEET NORTH OF THE NORTH CORNER OF A PORCH OF A WHITE
 CP0950'FRAME HOUSE, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE ASPHALT ROAD,
 CP0950'37 FEET WEST OF A POWER POLE BEARING A TRANSFORMER AND BRACED BY 3 GUY
 CP0950'WIRES, 1.5 FEET NORTHWEST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS
 CP0950'POST, LEVEL WITH THE ASPHALT ROAD, 5 1/2 FEET BELOW LEVEL OF THE
 CP0950'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES. SEC
 CP0950'1, T 9N, R 7W.
 CP0950
 CP0950                          STATION RECOVERY (1992)
 CP0950
 CP0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0950'33.9 KM (21.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0950'OF STATE HIGHWAY 14 IN ROLLING FORK, 75.3 M (247.0 FT) NORTHEAST OF
 CP0950'THE HIGHWAY CENTERLINE, 20.7 M (67.9 FT) NORTHWEST OF A UTILITY LIGHT
 CP0950'POLE, 12.0 M (39.4 FT) WEST-SOUTHWEST OF UTILITY POLE P 72 WITH A
 CP0950'TRANSFORMER, 7.9 M (25.9 FT) SOUTHEAST OF THE CENTER OF DIXIE ROAD,
 CP0950'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 CP0950'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.04 M
 CP0950'(0.13 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0951 ***********************************************************************
 CP0951  DESIGNATION -  61 V 125
 CP0951  PID         -  CP0951
 CP0951  STATE/COUNTY-  MS/SHARKEY
 CP0951  USGS QUAD   -  ONWARD (1988)
 CP0951
 CP0951                         *CURRENT SURVEY CONTROL
 CP0951  ___________________________________________________________________
 CP0951* NAD 83(1986)-  32 40 10.     (N)    090 52 44.     (W)     SCALED    
 CP0951* NAVD 88     -        29.006  (meters)      95.16   (feet)  ADJUSTED  
 CP0951  ___________________________________________________________________
 CP0951  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0951  DYNAMIC HT  -          28.974 (meters)      95.06  (feet)  COMP
 CP0951  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CP0951
 CP0951  VERT ORDER  -  FIRST     CLASS II
 CP0951
 CP0951.The horizontal coordinates were scaled from a topographic map and have
 CP0951.an estimated accuracy of +/- 6 seconds.
 CP0951
 CP0951.The orthometric height was determined by differential leveling
 CP0951.and adjusted in July 1994.
 CP0951
 CP0951.The geoid height was determined by GEOID03.
 CP0951
 CP0951.The dynamic height is computed by dividing the NAVD 88
 CP0951.geopotential number by the normal gravity value computed on the
 CP0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0951.degrees latitude (g = 980.6199 gals.).
 CP0951
 CP0951.The modeled gravity was interpolated from observed gravity values.
 CP0951
 CP0951;                    North         East    Units  Estimated Accuracy
 CP0951;SPC MS W     -   351,510.      648,830.      MT  (+/- 180 meters Scaled)
 CP0951
 CP0951                          SUPERSEDED SURVEY CONTROL
 CP0951
 CP0951  NAVD 88 (06/15/91)   28.988  (m)           95.10   (f) UNKNOWN     1 2
 CP0951  NGVD 29 (??/??/92)   29.030  (m)           95.24   (f) ADJ UNCH    1 2
 CP0951
 CP0951.Superseded values are not recommended for survey control.
 CP0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0951.See file dsdata.txt to determine how the superseded data were derived.
 CP0951
 CP0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS989166(NAD 83)
 CP0951_MARKER: DD = SURVEY DISK
 CP0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0951_SP_SET: CONCRETE POST
 CP0951_STAMPING: 61 V 125 1970 BM
 CP0951_MARK LOGO: MSHD  
 CP0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0951+STABILITY: SURFACE MOTION
 CP0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0951+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 CP0951
 CP0951  HISTORY     - Date     Condition        Report By
 CP0951  HISTORY     - 1970     MONUMENTED       MSHD
 CP0951  HISTORY     - 1973     GOOD             NGS
 CP0951  HISTORY     - 1982     GOOD             NGS
 CP0951  HISTORY     - 19920130 GOOD             NGS
 CP0951  HISTORY     - 20000203 GOOD             MSHD
 CP0951  HISTORY     - 20010629 GOOD             NGS
 CP0951
 CP0951                          STATION DESCRIPTION
 CP0951
 CP0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0951'2.7 MI N FROM VALLEY PARK.
 CP0951'ABOUT 2.7 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0951'STORE AT VALLEY PARK, AT THE JUNCTION WITH AN ASPHALT ROAD LEADING
 CP0951'NORTH TO THE DELTA NATIONAL FOREST, 0.6 MILE NORTHWEST OF ISSAQUENA
 CP0951'LINE, 145 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 61, 26 FEET
 CP0951'EAST OF THE CENTERLINE OF THE ASPHALT ROAD, 2 FEET WEST OF A POWER
 CP0951'POLE BRACED BY A GUY WIRE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 6
 CP0951'FEET BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 CP0951'PROJECTING 3-INCHES.  SEC 36, T 10N, R 7W.
 CP0951
 CP0951                          STATION RECOVERY (1982)
 CP0951
 CP0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CP0951'RECOVERED IN GOOD CONDITION.
 CP0951
 CP0951                          STATION RECOVERY (1992)
 CP0951
 CP0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0951'31.8 KM (19.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0951'OF STATE HIGHWAY 14 IN ROLLING FORK, 45.8 M (150.3 FT) NORTH OF THE
 CP0951'HIGHWAY CENTERLINE, 7.4 M (24.3 FT) EAST OF THE CENTER OF A PAVED
 CP0951'ROAD LEADING NORTH TO THE DELTA NATIONAL FORREST, 1.8 M (5.9 FT)
 CP0951'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST-NORTHWEST OF
 CP0951'UTILITY POLE NUMBER P 539, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 CP0951'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CP0951
 CP0951                          STATION RECOVERY (2000)
 CP0951
 CP0951'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0951'RECOVERED AS DESCRIBED.  STATION IS USABLE FOR GPS.
 CP0951
 CP0951                          STATION RECOVERY (2001)
 CP0951
 CP0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 CP0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9107 ***********************************************************************
 AA9107  DESIGNATION -  61 V 126 RESET
 AA9107  PID         -  AA9107
 AA9107  STATE/COUNTY-  MS/SHARKEY
 AA9107  USGS QUAD   -  ONWARD (1988)
 AA9107
 AA9107                         *CURRENT SURVEY CONTROL
 AA9107  ___________________________________________________________________
 AA9107* NAD 83(1986)-  32 40 20.     (N)    090 53 56.     (W)     SCALED    
 AA9107* NAVD 88     -        31.51   (meters)     103.4    (feet)  RESET     
 AA9107  ___________________________________________________________________
 AA9107  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AA9107  VERT ORDER  -  THIRD
 AA9107
 AA9107.The horizontal coordinates were scaled from a topographic map and have
 AA9107.an estimated accuracy of +/- 6 seconds.
 AA9107
 AA9107.The orthometric height was computed from unverified reset data.
 AA9107
 AA9107.The geoid height was determined by GEOID03.
 AA9107
 AA9107;                    North         East    Units  Estimated Accuracy
 AA9107;SPC MS W     -   351,830.      646,960.      MT  (+/- 180 meters Scaled)
 AA9107
 AA9107                          SUPERSEDED SURVEY CONTROL
 AA9107
 AA9107.No superseded survey control is available for this station.
 AA9107
 AA9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS970169(NAD 83)
 AA9107_MARKER: DR = REFERENCE MARK DISK
 AA9107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9107_SP_SET: BRIDGE ABUTMENT
 AA9107_STAMPING: BM 61 V 126 RESET 1995
 AA9107_MARK LOGO: MSHD  
 AA9107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9107+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9107
 AA9107  HISTORY     - Date     Condition        Report By
 AA9107  HISTORY     - 1995     MONUMENTED       MSHD
 AA9107
 AA9107                          STATION DESCRIPTION
 AA9107
 AA9107'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (JLB)
 AA9107'4.18 MI (6.73 KM) NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 AA9107'AND STORE AT VALLEY PARK TO MARK ON THE RIGHT, IN SECTION 35, T 10N, R
 AA9107'4W, SET IN TOP OF THE NORTHEAST ABUTMENT OF CONCRETE BRIDGE OVER DEER
 AA9107'CREEK, 30.0 FT (9.1 M) NORTH OF THE CENTER OF HIGHWAY AND ABOUT 3.0 FT
 AA9107'(0.9 M) BELOW THE LEVEL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0958 ***********************************************************************
 CP0958  DESIGNATION -  61 V 127
 CP0958  PID         -  CP0958
 CP0958  STATE/COUNTY-  MS/SHARKEY
 CP0958  USGS QUAD   -  ONWARD (1988)
 CP0958
 CP0958                         *CURRENT SURVEY CONTROL
 CP0958  ___________________________________________________________________
 CP0958* NAD 83(1986)-  32 40 20.     (N)    090 54 51.     (W)     SCALED    
 CP0958* NAVD 88     -        28.059  (meters)      92.06   (feet)  ADJUSTED  
 CP0958  ___________________________________________________________________
 CP0958  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0958  DYNAMIC HT  -          28.027 (meters)      91.95  (feet)  COMP
 CP0958  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CP0958
 CP0958  VERT ORDER  -  FIRST     CLASS I
 CP0958
 CP0958.The horizontal coordinates were scaled from a topographic map and have
 CP0958.an estimated accuracy of +/- 6 seconds.
 CP0958
 CP0958.The orthometric height was determined by differential leveling
 CP0958.and adjusted in June 1991.
 CP0958.WARNING-Repeat measurements at this control monument indicate possible
 CP0958.vertical movement.
 CP0958
 CP0958.The geoid height was determined by GEOID03.
 CP0958
 CP0958.The dynamic height is computed by dividing the NAVD 88
 CP0958.geopotential number by the normal gravity value computed on the
 CP0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0958.degrees latitude (g = 980.6199 gals.).
 CP0958
 CP0958.The modeled gravity was interpolated from observed gravity values.
 CP0958
 CP0958;                    North         East    Units  Estimated Accuracy
 CP0958;SPC MS W     -   351,840.      645,520.      MT  (+/- 180 meters Scaled)
 CP0958
 CP0958                          SUPERSEDED SURVEY CONTROL
 CP0958
 CP0958  NGVD 29 (??/??/92)   28.100  (m)           92.19   (f) ADJ UNCH    1 1
 CP0958
 CP0958.Superseded values are not recommended for survey control.
 CP0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0958.See file dsdata.txt to determine how the superseded data were derived.
 CP0958
 CP0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS955168(NAD 83)
 CP0958_MARKER: DD = SURVEY DISK
 CP0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0958_STAMPING: BM 61 V 127 1970
 CP0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0958+STABILITY: SURFACE MOTION
 CP0958
 CP0958  HISTORY     - Date     Condition        Report By
 CP0958  HISTORY     - 1970     MONUMENTED       MSHD
 CP0958  HISTORY     - 1973     GOOD             NGS
 CP0958  HISTORY     - 1982     GOOD             NGS
 CP0958  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0958
 CP0958                          STATION DESCRIPTION
 CP0958
 CP0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0958'4.75 MI NW FROM VALLEY PARK.
 CP0958'ABOUT 4.75 MILES NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 CP0958'AND STORE AT VALLEY PARK, SOUTHWEST OF AND ON THE OUTSIDE OF A VERY
 CP0958'LONG CURVE IN THE HIGHWAY AT THE NORTH CORNER OF A TIMBERED AREA AND
 CP0958'AT THE EAST CORNER OF ANOPEN FIELD, 121.7 FEET SOUTHWEST OF THE
 CP0958'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST, 15
 CP0958'FEET BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 CP0958'PROJECTING 3-INCHES.  SEC 34, T 10N, R 7W.
 CP0958
 CP0958                          STATION RECOVERY (1982)
 CP0958
 CP0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CP0958'RECOVERED IN GOOD CONDITION.
 CP0958
 CP0958                          STATION RECOVERY (1992)
 CP0958
 CP0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0958'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0959 ***********************************************************************
 CP0959  DESIGNATION -  61 V 128
 CP0959  PID         -  CP0959
 CP0959  STATE/COUNTY-  MS/ISSAQUENA
 CP0959  USGS QUAD   -  ONWARD (1988)
 CP0959
 CP0959                         *CURRENT SURVEY CONTROL
 CP0959  ___________________________________________________________________
 CP0959* NAD 83(1986)-  32 40 53.     (N)    090 55 12.     (W)     SCALED    
 CP0959* NAVD 88     -        32.319  (meters)     106.03   (feet)  ADJUSTED  
 CP0959  ___________________________________________________________________
 CP0959  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0959  DYNAMIC HT  -          32.283 (meters)     105.92  (feet)  COMP
 CP0959  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CP0959
 CP0959  VERT ORDER  -  FIRST     CLASS I
 CP0959
 CP0959.The horizontal coordinates were scaled from a topographic map and have
 CP0959.an estimated accuracy of +/- 6 seconds.
 CP0959
 CP0959.The orthometric height was determined by differential leveling
 CP0959.and adjusted in June 1991.
 CP0959
 CP0959.The geoid height was determined by GEOID03.
 CP0959
 CP0959.The dynamic height is computed by dividing the NAVD 88
 CP0959.geopotential number by the normal gravity value computed on the
 CP0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0959.degrees latitude (g = 980.6199 gals.).
 CP0959
 CP0959.The modeled gravity was interpolated from observed gravity values.
 CP0959
 CP0959;                    North         East    Units  Estimated Accuracy
 CP0959;SPC MS W     -   352,860.      644,980.      MT  (+/- 180 meters Scaled)
 CP0959
 CP0959                          SUPERSEDED SURVEY CONTROL
 CP0959
 CP0959  NGVD 29 (??/??/92)   32.360  (m)          106.17   (f) ADJ UNCH    1 1
 CP0959
 CP0959.Superseded values are not recommended for survey control.
 CP0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0959.See file dsdata.txt to determine how the superseded data were derived.
 CP0959
 CP0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS950178(NAD 83)
 CP0959_MARKER: DD = SURVEY DISK
 CP0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0959_SP_SET: ABUTMENT
 CP0959_STAMPING: BM 61 V 128 1970
 CP0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0959
 CP0959  HISTORY     - Date     Condition        Report By
 CP0959  HISTORY     - 1970     MONUMENTED       MSHD
 CP0959  HISTORY     - 1973     GOOD             NGS
 CP0959  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0959
 CP0959                          STATION DESCRIPTION
 CP0959
 CP0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0959'5.5 MI NW FROM VALLEY PARK.
 CP0959'ABOUT 5.5 MILES NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 CP0959'AND STORE AT VALLEY PARK, ABOUT 15 FEET NORTHEAST OF THE CENTERLINE OF
 CP0959'THE HIGHWAY, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION WITH AN ASPHALT
 CP0959'ROAD AT A CONCRETE BRIDGE OVER DEER CREEK.  BRIDGE ON WOODEN PILING,
 CP0959'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 CP0959'ABUTMENT, 1 FOOT EAST OF A METAL WITNESS POST, 1/2 FOOT BELOW LEVEL OF
 CP0959'THE HIGHWAY, AND DISK DRILLED IN ABUTMENT.  SEC 28, T 10N, R 7W.
 CP0959
 CP0959                          STATION RECOVERY (1992)
 CP0959
 CP0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0959'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2339 ***********************************************************************
 CP2339  DESIGNATION -  61 V 128 RESET
 CP2339  PID         -  CP2339
 CP2339  STATE/COUNTY-  MS/SHARKEY
 CP2339  USGS QUAD   -  ONWARD (1988)
 CP2339
 CP2339                         *CURRENT SURVEY CONTROL
 CP2339  ___________________________________________________________________
 CP2339* NAD 83(1986)-  32 40 53.     (N)    090 55 12.     (W)     SCALED    
 CP2339* NAVD 88     -        29.47   (meters)      96.7    (feet)  RESET     
 CP2339  ___________________________________________________________________
 CP2339  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2339  VERT ORDER  -  THIRD
 CP2339
 CP2339.The horizontal coordinates were scaled from a topographic map and have
 CP2339.an estimated accuracy of +/- 6 seconds.
 CP2339
 CP2339.The orthometric height was computed from unverified reset data.
 CP2339.No vertical observational check was made to the station.
 CP2339
 CP2339.The geoid height was determined by GEOID03.
 CP2339
 CP2339;                    North         East    Units  Estimated Accuracy
 CP2339;SPC MS W     -   352,860.      644,980.      MT  (+/- 180 meters Scaled)
 CP2339
 CP2339                          SUPERSEDED SURVEY CONTROL
 CP2339
 CP2339  NGVD 29 (08/12/04)   29.51   (m)           96.8    (f) RESET       3  
 CP2339
 CP2339.Superseded values are not recommended for survey control.
 CP2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2339.See file dsdata.txt to determine how the superseded data were derived.
 CP2339
 CP2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS950178(NAD 83)
 CP2339_MARKER: DB = BENCH MARK DISK
 CP2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2339_STAMPING: 61 V 128 RESET 1982
 CP2339_PROJECTION: FLUSH
 CP2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2339+STABILITY: SURFACE MOTION
 CP2339
 CP2339  HISTORY     - Date     Condition        Report By
 CP2339  HISTORY     - 1982     MONUMENTED       NGS
 CP2339
 CP2339                          STATION DESCRIPTION
 CP2339
 CP2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CP2339'5.5 MI NW FROM VALLEY PARK.
 CP2339'5.5 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY
 CP2339'PARK, TO THE MARK ON THE RIGHT, 100.0 FEET NORTHEAST OF THE CENTER
 CP2339'OF THE HIGHWAY, 50.0 FEET NORTHWEST OF THE NORTHWEST BANK OF DEER
 CP2339'CREEK, 33.0 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, AND 2.0 FEET
 CP2339'NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 CP2339'THE MARK IS 1.0 FT  SSE FROM A WITNESS POST.
 CP2339'THE MARK IS 8.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0960 ***********************************************************************
 CP0960  DESIGNATION -  61 V 129
 CP0960  PID         -  CP0960
 CP0960  STATE/COUNTY-  MS/SHARKEY
 CP0960  USGS QUAD   -  ONWARD (1988)
 CP0960
 CP0960                         *CURRENT SURVEY CONTROL
 CP0960  ___________________________________________________________________
 CP0960* NAD 83(1986)-  32 41 40.     (N)    090 55 38.     (W)     SCALED    
 CP0960* NAVD 88     -        29.721  (meters)      97.51   (feet)  ADJUSTED  
 CP0960  ___________________________________________________________________
 CP0960  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0960  DYNAMIC HT  -          29.688 (meters)      97.40  (feet)  COMP
 CP0960  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 CP0960
 CP0960  VERT ORDER  -  FIRST     CLASS II
 CP0960
 CP0960.The horizontal coordinates were scaled from a topographic map and have
 CP0960.an estimated accuracy of +/- 6 seconds.
 CP0960
 CP0960.The orthometric height was determined by differential leveling
 CP0960.and adjusted in June 1991.
 CP0960
 CP0960.The geoid height was determined by GEOID03.
 CP0960
 CP0960.The dynamic height is computed by dividing the NAVD 88
 CP0960.geopotential number by the normal gravity value computed on the
 CP0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0960.degrees latitude (g = 980.6199 gals.).
 CP0960
 CP0960.The modeled gravity was interpolated from observed gravity values.
 CP0960
 CP0960;                    North         East    Units  Estimated Accuracy
 CP0960;SPC MS W     -   354,310.      644,310.      MT  (+/- 180 meters Scaled)
 CP0960
 CP0960                          SUPERSEDED SURVEY CONTROL
 CP0960
 CP0960  NGVD 29 (??/??/92)   29.763  (m)           97.65   (f) ADJ UNCH    1 2
 CP0960
 CP0960.Superseded values are not recommended for survey control.
 CP0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0960.See file dsdata.txt to determine how the superseded data were derived.
 CP0960
 CP0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS943193(NAD 83)
 CP0960_MARKER: DD = SURVEY DISK
 CP0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0960_SP_SET: CONCRETE POST
 CP0960_STAMPING: 61 V 129 1970 BM
 CP0960_MARK LOGO: MSHD  
 CP0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0960+STABILITY: SURFACE MOTION
 CP0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0960+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0960
 CP0960  HISTORY     - Date     Condition        Report By
 CP0960  HISTORY     - 1970     MONUMENTED       MSHD
 CP0960  HISTORY     - 1973     GOOD             NGS
 CP0960  HISTORY     - 19920130 GOOD             NGS
 CP0960
 CP0960                          STATION DESCRIPTION
 CP0960
 CP0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0960'7.6 MI S FROM CARY.
 CP0960'ABOUT 7.6 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0960'AT CARY.  MARK ALSO CAN BE REACHED BY GOING 6.5 MILES NORTHWEST ALONG
 CP0960'U.S. HIGHWAY 61 FROM THE POST OFFICE AND STORE AT VALLEY PARK, ABOUT
 CP0960'108 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 61, ABOUT 0.3
 CP0960'MILE SOUTHEAST OF CONCRETE BRIDGE OVER DEER CREEK, 34 FEET EAST OF A
 CP0960'POWER POLE BRACED BY A GUY WIRE, 21 FEET SOUTH OF THE CENTERLINE OF A
 CP0960'GRAVEL ROAD, 2 FEET NORTHWEST OF A POWER POLE WITH LINE LEADING EAST,
 CP0960'1.2 FEET EAST OF A METAL WITNESS POST, 5 FEET BELOW LEVEL OF THE
 CP0960'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES. SEC
 CP0960'21, T 10N, R 7W.
 CP0960
 CP0960                          STATION RECOVERY (1992)
 CP0960
 CP0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0960'25.6 KM (15.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0960'OF STATE HIGHWAY 14 IN ROLLING FORK, 33.0 M (108.3 FT) EAST-NORTHEAST
 CP0960'OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A
 CP0960'GRAVELED ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M
 CP0960'(3.3 FT) NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A
 CP0960'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1067 ***********************************************************************
 BW1067  DESIGNATION -  61 V 13
 BW1067  PID         -  BW1067
 BW1067  STATE/COUNTY-  MS/WILKINSON
 BW1067  USGS QUAD   -  LANEHEART (1988)
 BW1067
 BW1067                         *CURRENT SURVEY CONTROL
 BW1067  ___________________________________________________________________
 BW1067* NAD 83(1986)-  31 08 13.     (N)    091 16 26.     (W)     SCALED    
 BW1067* NAVD 88     -       112.04   (+/-2cm)     367.6    (feet)  VERTCON   
 BW1067  ___________________________________________________________________
 BW1067  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BW1067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1067
 BW1067.The horizontal coordinates were scaled from a topographic map and have
 BW1067.an estimated accuracy of +/- 6 seconds.
 BW1067
 BW1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1067.The vertical order pertains to the NGVD 29 superseded value.
 BW1067
 BW1067.The geoid height was determined by GEOID03.
 BW1067
 BW1067;                    North         East    Units  Estimated Accuracy
 BW1067;SPC MS W     -   181,840.      610,300.      MT  (+/- 180 meters Scaled)
 BW1067
 BW1067                          SUPERSEDED SURVEY CONTROL
 BW1067
 BW1067  NGVD 29 (??/??/92)  112.01   (m)          367.5    (f) COMPUTED    2 0
 BW1067
 BW1067.Superseded values are not recommended for survey control.
 BW1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1067.See file dsdata.txt to determine how the superseded data were derived.
 BW1067
 BW1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ645460(NAD 83)
 BW1067_MARKER: DD = SURVEY DISK
 BW1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1067_STAMPING: BM 61V-13 1969
 BW1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1067+STABILITY: SURFACE MOTION
 BW1067
 BW1067  HISTORY     - Date     Condition        Report By
 BW1067  HISTORY     - 1969     MONUMENTED       MSHD
 BW1067
 BW1067                          STATION DESCRIPTION
 BW1067
 BW1067'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1067'2.6 MI NE FROM WOODVILLE.
 BW1067'THE MARK IS LOCATED 2.6 MILES NORTHEAST OF WOODVILLE IN THE SOUTHEAST
 BW1067'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 563 IN THE
 BW1067'SOUTHWEST 1/4 OF SECTION 13, T 2N, R 2W.  IT IS 110 FEET EAST OF THE
 BW1067'CENTER OF HIGHWAY 61, 53 FEET EAST OF THE CENTER OF 563, 20 FEET NORTH
 BW1067'OF A 12 INCH CEDAR ACTING AS A T FENCE CORNER, 21 FEET SOUTH OF A 14
 BW1067'INCH OAK, 2.5 FEET EAST OF A FENCE, 2 FEET NORTH OF A METAL WITNESS
 BW1067'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT
 BW1067'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 BW1067'FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN
 BW1067'STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF U.S.
 BW1067'HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 2.8
 BW1067'MILES TO THE JUNCTION OF STATE HIGHWAY 563 AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0001 ***********************************************************************
 CP0001  DESIGNATION -  61 V 130
 CP0001  PID         -  CP0001
 CP0001  STATE/COUNTY-  MS/SHARKEY
 CP0001  USGS QUAD   -  ONWARD (1988)
 CP0001
 CP0001                         *CURRENT SURVEY CONTROL
 CP0001  ___________________________________________________________________
 CP0001* NAD 83(1986)-  32 42 22.     (N)    090 56 05.     (W)     SCALED    
 CP0001* NAVD 88     -        30.267  (meters)      99.30   (feet)  ADJUSTED  
 CP0001  ___________________________________________________________________
 CP0001  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0001  DYNAMIC HT  -          30.234 (meters)      99.19  (feet)  COMP
 CP0001  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CP0001
 CP0001  VERT ORDER  -  FIRST     CLASS II
 CP0001
 CP0001.The horizontal coordinates were scaled from a topographic map and have
 CP0001.an estimated accuracy of +/- 6 seconds.
 CP0001
 CP0001.The orthometric height was determined by differential leveling
 CP0001.and adjusted in July 1994.
 CP0001
 CP0001.The geoid height was determined by GEOID03.
 CP0001
 CP0001.The dynamic height is computed by dividing the NAVD 88
 CP0001.geopotential number by the normal gravity value computed on the
 CP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0001.degrees latitude (g = 980.6199 gals.).
 CP0001
 CP0001.The modeled gravity was interpolated from observed gravity values.
 CP0001
 CP0001;                    North         East    Units  Estimated Accuracy
 CP0001;SPC MS W     -   355,610.      643,620.      MT  (+/- 180 meters Scaled)
 CP0001
 CP0001                          SUPERSEDED SURVEY CONTROL
 CP0001
 CP0001  NAVD 88 (06/15/91)   30.285  (m)           99.36   (f) UNKNOWN     1 2
 CP0001  NGVD 29 (??/??/92)   30.328  (m)           99.50   (f) ADJ UNCH    1 2
 CP0001
 CP0001.Superseded values are not recommended for survey control.
 CP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0001.See file dsdata.txt to determine how the superseded data were derived.
 CP0001
 CP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS935205(NAD 83)
 CP0001_MARKER: DD = SURVEY DISK
 CP0001_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP0001+WITH SETTING: PAVEMENT
 CP0001_SP_SET: FOUNDATION
 CP0001_STAMPING: 61 V 130 1970 BM
 CP0001_MARK LOGO: MSHD  
 CP0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0001+STABILITY: SURFACE MOTION
 CP0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0001+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0001
 CP0001  HISTORY     - Date     Condition        Report By
 CP0001  HISTORY     - 1970     MONUMENTED       MSHD
 CP0001  HISTORY     - 1973     GOOD             NGS
 CP0001  HISTORY     - 1978     GOOD             MSHD
 CP0001  HISTORY     - 19920130 GOOD             NGS
 CP0001
 CP0001                          STATION DESCRIPTION
 CP0001
 CP0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0001'6.9 MI S FROM CARY.
 CP0001'ABOUT 6.9 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0001'AT CARY, ABOUT 179 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CP0001'165 FEET NORTHWEST OF THE CENTERLINE OF AN ASPHALT ROAD, AT THE MOST
 CP0001'NORTHEAST ONE OF THREE ROUND METAL GRAIN BINS, 1 FOOT NORTHEAST OF THE
 CP0001'BIN, SET IN THE TOP OF THE CONCRETE FOUNDATION OF GRAIN BIN, 135.5
 CP0001'FEET WEST OF A GAS METER, 3.5 FEET SOUTHWEST OF A METAL WITNESS POST
 CP0001'AND 4 FEET BELOW LEVEL OF THE HIGHWAY.  SEC 20, T 10N, R 7W.
 CP0001
 CP0001                          STATION RECOVERY (1978)
 CP0001
 CP0001'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0001'RECOVERED IN GOOD CONDITION.
 CP0001
 CP0001                          STATION RECOVERY (1992)
 CP0001
 CP0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0001'22.1 KM (13.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0001'OF STATE HIGHWAY 14 IN ROLLING FORK, IN THE FOUNDATION FOR THE MOST
 CP0001'EASTERLY OF 3 METAL GRAIN STORAGE TANKS, 54.6 M (179.1 FT) SOUTHWEST
 CP0001'OF THE HIGHWAY CENTERLINE, 50.3 M (165.0 FT) NORTH OF THE CENTER OF A
 CP0001'PAVED ROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.1 M
 CP0001'(3.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF THE EAST FACE
 CP0001'OF THE TANK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0003 ***********************************************************************
 CP0003  DESIGNATION -  61 V 131
 CP0003  PID         -  CP0003
 CP0003  STATE/COUNTY-  MS/SHARKEY
 CP0003  USGS QUAD   -  ONWARD (1988)
 CP0003
 CP0003                         *CURRENT SURVEY CONTROL
 CP0003  ___________________________________________________________________
 CP0003* NAD 83(1986)-  32 43 06.     (N)    090 56 25.     (W)     SCALED    
 CP0003* NAVD 88     -        29.554  (meters)      96.96   (feet)  ADJUSTED  
 CP0003  ___________________________________________________________________
 CP0003  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0003  DYNAMIC HT  -          29.521 (meters)      96.85  (feet)  COMP
 CP0003  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 CP0003
 CP0003  VERT ORDER  -  FIRST     CLASS II
 CP0003
 CP0003.The horizontal coordinates were scaled from a topographic map and have
 CP0003.an estimated accuracy of +/- 6 seconds.
 CP0003
 CP0003.The orthometric height was determined by differential leveling
 CP0003.and adjusted in July 1994.
 CP0003
 CP0003.The geoid height was determined by GEOID03.
 CP0003
 CP0003.The dynamic height is computed by dividing the NAVD 88
 CP0003.geopotential number by the normal gravity value computed on the
 CP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0003.degrees latitude (g = 980.6199 gals.).
 CP0003
 CP0003.The modeled gravity was interpolated from observed gravity values.
 CP0003
 CP0003;                    North         East    Units  Estimated Accuracy
 CP0003;SPC MS W     -   356,970.      643,100.      MT  (+/- 180 meters Scaled)
 CP0003
 CP0003                          SUPERSEDED SURVEY CONTROL
 CP0003
 CP0003  NAVD 88 (06/15/91)   29.556  (m)           96.97   (f) UNKNOWN     1 2
 CP0003  NGVD 29 (??/??/92)   29.606  (m)           97.13   (f) ADJ UNCH    1 2
 CP0003
 CP0003.Superseded values are not recommended for survey control.
 CP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0003.See file dsdata.txt to determine how the superseded data were derived.
 CP0003
 CP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS930219(NAD 83)
 CP0003_MARKER: DD = SURVEY DISK
 CP0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0003_SP_SET: CONCRETE POST
 CP0003_STAMPING: 61 V 131 1970 BM
 CP0003_MARK LOGO: MSHD  
 CP0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0003+STABILITY: SURFACE MOTION
 CP0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0003+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0003
 CP0003  HISTORY     - Date     Condition        Report By
 CP0003  HISTORY     - 1970     MONUMENTED       MSHD
 CP0003  HISTORY     - 1973     GOOD             NGS
 CP0003  HISTORY     - 1978     GOOD             MSHD
 CP0003  HISTORY     - 19920130 GOOD             NGS
 CP0003
 CP0003                          STATION DESCRIPTION
 CP0003
 CP0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0003'6.0 MI S FROM CARY.
 CP0003'ABOUT 6.0 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0003'AT CARY, ABOUT 339 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 61, ON
 CP0003'THE EAST BANK OF DEER CREEK AND ABOUT 5 FEET SOUTH OF THE EDGE OF A
 CP0003'DITCH DRAINING WESTERLY INTO DEER CREEK, 154 FEET NORTHWEST OF THE
 CP0003'NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING THE HOUSING UNIT OF
 CP0003'SOUTHERN NATURAL GAS CO., 42.5 FEET NORTHWEST OF THE MOST NORTHWESTERN
 CP0003'ONE OF A ROW OF APPLE TREES, 17 FEET SOUTH OF AND ACROSS THE DITCH
 CP0003'FROM A 14-INCH GUM TREE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 5
 CP0003'FEET BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CP0003'PROJECTING 2-INCHES.  SEC 17, T 10N, R 7W.
 CP0003
 CP0003                          STATION RECOVERY (1978)
 CP0003
 CP0003'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0003'RECOVERED IN GOOD CONDITION.
 CP0003
 CP0003                          STATION RECOVERY (1992)
 CP0003
 CP0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0003'22.7 KM (14.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0003'OF STATE HIGHWAY 14 IN ROLLING FORK, 103.3 M (338.9 FT) WEST OF THE
 CP0003'HIGHWAY CENTERLINE, 46.9 M (153.9 FT) NORTHWEST OF THE CENTER OF A
 CP0003'GATE IN A CHAIN-LINK FENCE ALONG THE NORTH SIDE OF THE SOUTHERN GAS
 CP0003'COMPANY ENCLOSURE, 1.6 M (5.2 FT) SOUTH OF THE SOUTH EDGE OF A
 CP0003'DRAINAGE DITCH, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 CP0003'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0961 ***********************************************************************
 CP0961  DESIGNATION -  61 V 132
 CP0961  PID         -  CP0961
 CP0961  STATE/COUNTY-  MS/SHARKEY
 CP0961  USGS QUAD   -  ONWARD (1988)
 CP0961
 CP0961                         *CURRENT SURVEY CONTROL
 CP0961  ___________________________________________________________________
 CP0961* NAD 83(1986)-  32 43 54.     (N)    090 56 11.     (W)     SCALED    
 CP0961* NAVD 88     -        30.172  (meters)      98.99   (feet)  ADJUSTED  
 CP0961  ___________________________________________________________________
 CP0961  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0961  DYNAMIC HT  -          30.138 (meters)      98.88  (feet)  COMP
 CP0961  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CP0961
 CP0961  VERT ORDER  -  FIRST     CLASS II
 CP0961
 CP0961.The horizontal coordinates were scaled from a topographic map and have
 CP0961.an estimated accuracy of +/- 6 seconds.
 CP0961
 CP0961.The orthometric height was determined by differential leveling
 CP0961.and adjusted in July 1994.
 CP0961.WARNING-Repeat measurements at this control monument indicate possible
 CP0961.vertical movement.
 CP0961
 CP0961.The geoid height was determined by GEOID03.
 CP0961
 CP0961.The dynamic height is computed by dividing the NAVD 88
 CP0961.geopotential number by the normal gravity value computed on the
 CP0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0961.degrees latitude (g = 980.6199 gals.).
 CP0961
 CP0961.The modeled gravity was interpolated from observed gravity values.
 CP0961
 CP0961;                    North         East    Units  Estimated Accuracy
 CP0961;SPC MS W     -   358,440.      643,480.      MT  (+/- 180 meters Scaled)
 CP0961
 CP0961                          SUPERSEDED SURVEY CONTROL
 CP0961
 CP0961  NAVD 88 (06/15/91)   30.137  (m)           98.87   (f) UNKNOWN     1 2
 CP0961  NGVD 29 (??/??/92)   30.219  (m)           99.14   (f) ADJ UNCH    1 2
 CP0961
 CP0961.Superseded values are not recommended for survey control.
 CP0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0961.See file dsdata.txt to determine how the superseded data were derived.
 CP0961
 CP0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS933234(NAD 83)
 CP0961_MARKER: DD = SURVEY DISK
 CP0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0961_SP_SET: CONCRETE POST
 CP0961_STAMPING: 61 V 132 1970 BM
 CP0961_MARK LOGO: MSHD  
 CP0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0961+STABILITY: SURFACE MOTION
 CP0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0961+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0961
 CP0961  HISTORY     - Date     Condition        Report By
 CP0961  HISTORY     - 1970     MONUMENTED       MSHD
 CP0961  HISTORY     - 1973     GOOD             NGS
 CP0961  HISTORY     - 19920130 GOOD             NGS
 CP0961
 CP0961                          STATION DESCRIPTION
 CP0961
 CP0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0961'5.3 MI S FROM CARY.
 CP0961'ABOUT 5.3 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0961'AT CARY, ABOUT 0.35 MILE NORTH OF THE JUNCTION WITH STATE HIGHWAY 1
 CP0961'LEADING WEST, 57 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 CP0961'EASTERLY OVER THE RAILROAD TRACKS, 49.5 FEET WEST OF THE WEST RAIL OF
 CP0961'THE ILLINOIS CENTRAL RAILROAD, 2.5 FEET NORTH OF A POWER POLE WITH
 CP0961'LINE CROSSING OVER THE RAILROAD AND HIGHWAY, 1 FOOT SOUTHEAST OF A
 CP0961'METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE HIGHWAY AND RAILROAD,
 CP0961'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.  SEC 8, T
 CP0961'10N, R 7W.
 CP0961
 CP0961                          STATION RECOVERY (1992)
 CP0961
 CP0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0961'21.3 KM (13.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0961'OF STATE HIGHWAY 14 IN ROLLING FORK, 19.3 M (63.3 FT) EAST OF THE
 CP0961'HIGHWAY CENTERLINE, 17.4 M (57.1 FT) SOUTH OF THE CENTER OF A PAVED
 CP0961'ROAD, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 CP0961'NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 CP0961'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0966 ***********************************************************************
 CP0966  DESIGNATION -  61 V 133
 CP0966  PID         -  CP0966
 CP0966  STATE/COUNTY-  MS/SHARKEY
 CP0966  USGS QUAD   -  CARY (1988)
 CP0966
 CP0966                         *CURRENT SURVEY CONTROL
 CP0966  ___________________________________________________________________
 CP0966* NAD 83(1986)-  32 45 42.     (N)    090 55 52.     (W)     SCALED    
 CP0966* NAVD 88     -        30.765  (meters)     100.93   (feet)  ADJUSTED  
 CP0966  ___________________________________________________________________
 CP0966  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0966  DYNAMIC HT  -          30.732 (meters)     100.83  (feet)  COMP
 CP0966  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 CP0966
 CP0966  VERT ORDER  -  FIRST     CLASS II
 CP0966
 CP0966.The horizontal coordinates were scaled from a topographic map and have
 CP0966.an estimated accuracy of +/- 6 seconds.
 CP0966
 CP0966.The orthometric height was determined by differential leveling
 CP0966.and adjusted in July 1994.
 CP0966
 CP0966.The geoid height was determined by GEOID03.
 CP0966
 CP0966.The dynamic height is computed by dividing the NAVD 88
 CP0966.geopotential number by the normal gravity value computed on the
 CP0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0966.degrees latitude (g = 980.6199 gals.).
 CP0966
 CP0966.The modeled gravity was interpolated from observed gravity values.
 CP0966
 CP0966;                    North         East    Units  Estimated Accuracy
 CP0966;SPC MS W     -   361,770.      643,990.      MT  (+/- 180 meters Scaled)
 CP0966
 CP0966                          SUPERSEDED SURVEY CONTROL
 CP0966
 CP0966  NAVD 88 (06/15/91)   30.736  (m)          100.84   (f) UNKNOWN     1 2
 CP0966  NGVD 29 (??/??/92)   30.814  (m)          101.10   (f) ADJ UNCH    1 2
 CP0966
 CP0966.Superseded values are not recommended for survey control.
 CP0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0966.See file dsdata.txt to determine how the superseded data were derived.
 CP0966
 CP0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS938267(NAD 83)
 CP0966_MARKER: DD = SURVEY DISK
 CP0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0966_SP_SET: CONCRETE POST
 CP0966_STAMPING: 61 V 133 1970 BM
 CP0966_MARK LOGO: MSHD  
 CP0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0966+STABILITY: SURFACE MOTION
 CP0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0966+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0966
 CP0966  HISTORY     - Date     Condition        Report By
 CP0966  HISTORY     - 1970     MONUMENTED       MSHD
 CP0966  HISTORY     - 1973     GOOD             NGS
 CP0966  HISTORY     - 19920130 GOOD             NGS
 CP0966
 CP0966                          STATION DESCRIPTION
 CP0966
 CP0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0966'3.3 MI S FROM CARY.
 CP0966'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0966'AT CARY, ABOUT 126 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ON
 CP0966'PROPERTY OF THE BURCH IMPLEMENT CO., 126 FEET NORTH OF THE CENTERLINE
 CP0966'OF A GRAVEL ROAD, 1.5 FEET NORTH OF THE NORTHWEST CORNER OF A METAL
 CP0966'BUILDING (OFFICE AND PARTS BUILDING), 1 FOOT SOUTH OF A METAL WITNESS
 CP0966'POST, 4 1/2 FEET BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 CP0966'CONCRETE POST FLUSH WITH THE GROUND.  SEC 362, T 11N, R 7W.
 CP0966
 CP0966                          STATION RECOVERY (1992)
 CP0966
 CP0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0966'17.6 KM (10.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0966'OF STATE HIGHWAY 14 IN ROLLING FORK, 38.4 M (126.0 FT) EAST OF THE
 CP0966'HIGHWAY CENTERLINE, 9.4 M (30.8 FT) EAST OF THE NORTHWEST CORNER OF
 CP0966'THE BELMONT EQUIPMENT INCORPORATED NAPA PARTS BUILDING, 1.5 M
 CP0966'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF
 CP0966'THE NORTH FACE OF THE BUILDING.  NOTE--THE MONUMENT IS FLUSH WITH AND
 CP0966'SURROUNDED BY A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0967 ***********************************************************************
 CP0967  DESIGNATION -  61 V 134
 CP0967  PID         -  CP0967
 CP0967  STATE/COUNTY-  MS/SHARKEY
 CP0967  USGS QUAD   -  CARY (1988)
 CP0967
 CP0967                         *CURRENT SURVEY CONTROL
 CP0967  ___________________________________________________________________
 CP0967* NAD 83(1986)-  32 46 42.     (N)    090 56 03.     (W)     SCALED    
 CP0967* NAVD 88     -        30.706  (meters)     100.74   (feet)  ADJUSTED  
 CP0967  ___________________________________________________________________
 CP0967  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0967  DYNAMIC HT  -          30.673 (meters)     100.63  (feet)  COMP
 CP0967  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 CP0967
 CP0967  VERT ORDER  -  FIRST     CLASS II
 CP0967
 CP0967.The horizontal coordinates were scaled from a topographic map and have
 CP0967.an estimated accuracy of +/- 6 seconds.
 CP0967
 CP0967.The orthometric height was determined by differential leveling
 CP0967.and adjusted in July 1994.
 CP0967.WARNING-Repeat measurements at this control monument indicate possible
 CP0967.vertical movement.
 CP0967
 CP0967.The geoid height was determined by GEOID03.
 CP0967
 CP0967.The dynamic height is computed by dividing the NAVD 88
 CP0967.geopotential number by the normal gravity value computed on the
 CP0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0967.degrees latitude (g = 980.6199 gals.).
 CP0967
 CP0967.The modeled gravity was interpolated from observed gravity values.
 CP0967
 CP0967;                    North         East    Units  Estimated Accuracy
 CP0967;SPC MS W     -   363,620.      643,710.      MT  (+/- 180 meters Scaled)
 CP0967
 CP0967                          SUPERSEDED SURVEY CONTROL
 CP0967
 CP0967  NAVD 88 (06/15/91)   30.678  (m)          100.65   (f) UNKNOWN     1 2
 CP0967  NGVD 29 (??/??/92)   30.754  (m)          100.90   (f) ADJ UNCH    1 2
 CP0967
 CP0967.Superseded values are not recommended for survey control.
 CP0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0967.See file dsdata.txt to determine how the superseded data were derived.
 CP0967
 CP0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS934286(NAD 83)
 CP0967_MARKER: DD = SURVEY DISK
 CP0967_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP0967+WITH SETTING: PAVEMENT
 CP0967_SP_SET: FOUNDATION
 CP0967_STAMPING: 61 V 134 1970 BM
 CP0967_MARK LOGO: MSHD  
 CP0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0967+STABILITY: SURFACE MOTION
 CP0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0967+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0967
 CP0967  HISTORY     - Date     Condition        Report By
 CP0967  HISTORY     - 1970     MONUMENTED       MSHD
 CP0967  HISTORY     - 1973     GOOD             NGS
 CP0967  HISTORY     - 19920130 GOOD             NGS
 CP0967
 CP0967                          STATION DESCRIPTION
 CP0967
 CP0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0967'2.1 MI SW FROM CARY.
 CP0967'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE METHODIST
 CP0967'CHURCH AT CARY, ABOUT 0.1 MILE SOUTHWEST OF THE MICRO-WAVE TOWER, ON
 CP0967'PROPERTY OF THE MOOR PLANTING COMPANY, 300 FEET WEST OF THE CENTER
 CP0967'LINE OF THE HIGHWAY, 229 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 CP0967'ROAD LEADING WEST, 112 1/2 FEET NORTHWEST OF A LARGE METAL BUILDING,
 CP0967'108 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTHEAST OF THE MOST
 CP0967'NORTHEAST ONE OF A GROUP OF LARGE GRAIN BINS AND SET IN THE TOP OF A
 CP0967'CONCRETE BASE AROUND THE BIN, 1 FOOT NORTH OF A RED IRON PIPE RAILING,
 CP0967'FLUSH WITH THE GROUND AND ABOUT 5 FEET BELOW LEVEL OF THE HIGHWAY. SEC
 CP0967'29, T 11N, R 7W.
 CP0967
 CP0967                          STATION RECOVERY (1992)
 CP0967
 CP0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0967'15.8 KM (9.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0967'STATE HIGHWAY 14 IN ROLLING FORK, NEAR THE SOUTHEAST CORNER OF A
 CP0967'CONCRETE FOUNDATION FOR GRAIN BIN GROUP 4 AT THE ALLARD PLANTATION
 CP0967'MOOR PLANTING COMPANY, 91.5 M (300.2 FT) WEST OF THE HIGHWAY
 CP0967'CENTERLINE, 71.0 M (232.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 CP0967'LEADING TO THE BINS, 45.3 M (148.6 FT) NORTHWEST OF A UTILITY LIGHT
 CP0967'POLE, 33.0 M (108.3 FT) NORTH OF A UTILITY LIGHT POLE, 9.2 M
 CP0967'(30.2 FT) WEST OF THE CENTER OF A GRAVELED DRIVEWAY, 2.3 M (7.5 FT)
 CP0967'WEST OF THE EAST EDGE OF THE FOUNDATION, 0.5 M (1.6 FT) SOUTH OF THE
 CP0967'SOUTH FACE OF A BIN, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CP0967'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0968 ***********************************************************************
 CP0968  DESIGNATION -  61 V 135
 CP0968  PID         -  CP0968
 CP0968  STATE/COUNTY-  MS/SHARKEY
 CP0968  USGS QUAD   -  CARY (1988)
 CP0968
 CP0968                         *CURRENT SURVEY CONTROL
 CP0968  ___________________________________________________________________
 CP0968* NAD 83(1986)-  32 47 32.     (N)    090 55 49.     (W)     SCALED    
 CP0968* NAVD 88     -        30.824  (meters)     101.13   (feet)  ADJUSTED  
 CP0968  ___________________________________________________________________
 CP0968  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0968  DYNAMIC HT  -          30.790 (meters)     101.02  (feet)  COMP
 CP0968  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 CP0968
 CP0968  VERT ORDER  -  FIRST     CLASS I
 CP0968
 CP0968.The horizontal coordinates were scaled from a topographic map and have
 CP0968.an estimated accuracy of +/- 6 seconds.
 CP0968
 CP0968.The orthometric height was determined by differential leveling
 CP0968.and adjusted in June 1991.
 CP0968
 CP0968.The geoid height was determined by GEOID03.
 CP0968
 CP0968.The dynamic height is computed by dividing the NAVD 88
 CP0968.geopotential number by the normal gravity value computed on the
 CP0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0968.degrees latitude (g = 980.6199 gals.).
 CP0968
 CP0968.The modeled gravity was interpolated from observed gravity values.
 CP0968
 CP0968;                    North         East    Units  Estimated Accuracy
 CP0968;SPC MS W     -   365,160.      644,090.      MT  (+/- 180 meters Scaled)
 CP0968
 CP0968                          SUPERSEDED SURVEY CONTROL
 CP0968
 CP0968  NGVD 29 (??/??/92)   30.897  (m)          101.37   (f) ADJ UNCH    1 1
 CP0968
 CP0968.Superseded values are not recommended for survey control.
 CP0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0968.See file dsdata.txt to determine how the superseded data were derived.
 CP0968
 CP0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS938301(NAD 83)
 CP0968_MARKER: DD = SURVEY DISK
 CP0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0968_STAMPING: BM 61 V 135 1970
 CP0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0968+STABILITY: SURFACE MOTION
 CP0968
 CP0968  HISTORY     - Date     Condition        Report By
 CP0968  HISTORY     - 1970     MONUMENTED       MSHD
 CP0968  HISTORY     - 1973     GOOD             NGS
 CP0968  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0968
 CP0968                          STATION DESCRIPTION
 CP0968
 CP0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0968'1.0 MI SSW FROM CARY.
 CP0968'ABOUT 1.0 MILE SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE
 CP0968'METHODIST CHURCH AT CARY, ABOUT 256 FEET EAST OF THE CENTERLINE OF THE
 CP0968'HIGHWAY, 50.5 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL
 CP0968'RAILROAD, 23 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 CP0968'EAST, 13.5 FEET EAST-SOUTHEAST OF A POWER POLE, 13 FEET WEST-SOUTHWEST
 CP0968'OF A RAILROAD STOP SIGN, 1 FOOT SOUTH OF A METAL WITNESS POST, 4 FEET
 CP0968'BELOW LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 CP0968'PROJECTING 2-INCHES.  SEC 21, T 11N, R 7W.
 CP0968
 CP0968                          STATION RECOVERY (1992)
 CP0968
 CP0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0968'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0969 ***********************************************************************
 CP0969  DESIGNATION -  61 V 136
 CP0969  PID         -  CP0969
 CP0969  STATE/COUNTY-  MS/SHARKEY
 CP0969  USGS QUAD   -  CARY (1988)
 CP0969
 CP0969                         *CURRENT SURVEY CONTROL
 CP0969  ___________________________________________________________________
 CP0969* NAD 83(1986)-  32 48 24.     (N)    090 55 41.     (W)     SCALED    
 CP0969* NAVD 88     -        31.564  (meters)     103.56   (feet)  ADJUSTED  
 CP0969  ___________________________________________________________________
 CP0969  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0969  DYNAMIC HT  -          31.530 (meters)     103.44  (feet)  COMP
 CP0969  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 CP0969
 CP0969  VERT ORDER  -  FIRST     CLASS II
 CP0969
 CP0969.The horizontal coordinates were scaled from a topographic map and have
 CP0969.an estimated accuracy of +/- 6 seconds.
 CP0969
 CP0969.The orthometric height was determined by differential leveling
 CP0969.and adjusted in July 1994.
 CP0969
 CP0969.The geoid height was determined by GEOID03.
 CP0969
 CP0969.The dynamic height is computed by dividing the NAVD 88
 CP0969.geopotential number by the normal gravity value computed on the
 CP0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0969.degrees latitude (g = 980.6199 gals.).
 CP0969
 CP0969.The modeled gravity was interpolated from observed gravity values.
 CP0969
 CP0969;                    North         East    Units  Estimated Accuracy
 CP0969;SPC MS W     -   366,760.      644,300.      MT  (+/- 180 meters Scaled)
 CP0969
 CP0969                          SUPERSEDED SURVEY CONTROL
 CP0969
 CP0969  NAVD 88 (06/15/91)   31.561  (m)          103.55   (f) UNKNOWN     1 2
 CP0969  NGVD 29 (??/??/92)   31.631  (m)          103.78   (f) ADJ UNCH    1 2
 CP0969
 CP0969.Superseded values are not recommended for survey control.
 CP0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0969.See file dsdata.txt to determine how the superseded data were derived.
 CP0969
 CP0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS939317(NAD 83)
 CP0969_MARKER: DD = SURVEY DISK
 CP0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0969_SP_SET: CONCRETE POST
 CP0969_STAMPING: 61 V 136 1970 BM
 CP0969_MARK LOGO: MSHD  
 CP0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0969+STABILITY: SURFACE MOTION
 CP0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0969+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0969
 CP0969  HISTORY     - Date     Condition        Report By
 CP0969  HISTORY     - 1970     MONUMENTED       MSHD
 CP0969  HISTORY     - 1973     GOOD             NGS
 CP0969  HISTORY     - 19920130 GOOD             NGS
 CP0969
 CP0969                          STATION DESCRIPTION
 CP0969
 CP0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0969'IN CARY.
 CP0969'ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE METHODIST
 CP0969'CHURCH AT CARY, ABOUT 294 FEET NORTHWEST ALONG AN ASPHALT ROAD FROM
 CP0969'THE CENTERLINE OF U.S. HIGHWAY 61, ON THE WEST BANK OF DEER CREEK,
 CP0969'106.2 FEET SOUTHWEST OF AND ACROSS AN ASPHALT ROAD FROM THE SOUTH
 CP0969'CORNER OF A RED BRICK HOUSE, 27 FEET SOUTH OF APPROXIMATE CENTER OF
 CP0969'ASPHALT ROAD, 21 FEET NORTHWEST OF THE EXTENDED CENTERLINE OF A PAVED
 CP0969'ROAD LEADING NORTHEAST ALONG THE WEST BANK OF DEER CREEK, 13 FEET
 CP0969'SOUTHEAST OF THE CENTERLINE OF A GRAVEL TRACK ROAD, 3.4 FEET NORTHEAST
 CP0969'OF A POLE BEARING A STREET LIGHT, 1 FOOT SOUTHEAST OF A METAL WITNESS
 CP0969'POST, 1 FOOT BELOW LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 CP0969'POST PROJECTING 3-INCHES.  SEC 16, T 11N, R 7W.
 CP0969
 CP0969                          STATION RECOVERY (1992)
 CP0969
 CP0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0969'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0969'STATE HIGHWAY 14 IN ROLLING FORK, 89.6 M (294.0 FT) NORTHWEST OF AND
 CP0969'LEVEL WITH THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT) SOUTH OF THE
 CP0969'CENTERLINE OF MAGNOLIA DRIVE, 6.2 M (20.3 FT) WEST OF THE EXTENDED
 CP0969'CENTER OF CYPRESS DRIVE, 4.0 M (13.1 FT) EAST OF THE CENTER OF PECAN
 CP0969'STREET, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 CP0969'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0975 ***********************************************************************
 CP0975  DESIGNATION -  61 V 137
 CP0975  PID         -  CP0975
 CP0975  STATE/COUNTY-  MS/SHARKEY
 CP0975  USGS QUAD   -  CARY (1988)
 CP0975
 CP0975                         *CURRENT SURVEY CONTROL
 CP0975  ___________________________________________________________________
 CP0975* NAD 83(1986)-  32 50 07.     (N)    090 54 47.     (W)     SCALED    
 CP0975* NAVD 88     -        32.635  (meters)     107.07   (feet)  ADJUSTED  
 CP0975  ___________________________________________________________________
 CP0975  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0975  DYNAMIC HT  -          32.600 (meters)     106.96  (feet)  COMP
 CP0975  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CP0975
 CP0975  VERT ORDER  -  FIRST     CLASS II
 CP0975
 CP0975.The horizontal coordinates were scaled from a topographic map and have
 CP0975.an estimated accuracy of +/- 6 seconds.
 CP0975
 CP0975.The orthometric height was determined by differential leveling
 CP0975.and adjusted in June 1991.
 CP0975
 CP0975.The geoid height was determined by GEOID03.
 CP0975
 CP0975.The dynamic height is computed by dividing the NAVD 88
 CP0975.geopotential number by the normal gravity value computed on the
 CP0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0975.degrees latitude (g = 980.6199 gals.).
 CP0975
 CP0975.The modeled gravity was interpolated from observed gravity values.
 CP0975
 CP0975;                    North         East    Units  Estimated Accuracy
 CP0975;SPC MS W     -   369,920.      645,730.      MT  (+/- 180 meters Scaled)
 CP0975
 CP0975                          SUPERSEDED SURVEY CONTROL
 CP0975
 CP0975  NGVD 29 (??/??/92)   32.702  (m)          107.29   (f) ADJ UNCH    1 2
 CP0975
 CP0975.Superseded values are not recommended for survey control.
 CP0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0975.See file dsdata.txt to determine how the superseded data were derived.
 CP0975
 CP0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS953349(NAD 83)
 CP0975_MARKER: DD = SURVEY DISK
 CP0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0975_SP_SET: CONCRETE POST
 CP0975_STAMPING: 61 V 137 1970 BM
 CP0975_MARK LOGO: MSHD  
 CP0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0975+STABILITY: SURFACE MOTION
 CP0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0975+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0975
 CP0975  HISTORY     - Date     Condition        Report By
 CP0975  HISTORY     - 1970     MONUMENTED       MSHD
 CP0975  HISTORY     - 1973     GOOD             NGS
 CP0975  HISTORY     - 19920130 GOOD             NGS
 CP0975
 CP0975                          STATION DESCRIPTION
 CP0975
 CP0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0975'1.95 MI N FROM CARY.
 CP0975'ABOUT 1.95 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0975'AT CARY, ABOUT 75.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A
 CP0975'POWER LINE CROSSING OVER THE RAILROAD AND HIGHWAY, ABOUT 0.4 MILE
 CP0975'NORTH OF RAILROAD MILEPOST 183, 30 FEET NORTH-NORTHWEST OF THE
 CP0975'CENTERLINE OF A NARROW GRAVEL ROAD CROSSING OVER THE RAILROAD, 11.5
 CP0975'FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 10.7 FEET
 CP0975'EAST OF A TELEPHONE CANNISTER NO. 166, 7.3 FEET NORTHEAST OF THE
 CP0975'LYNDALE PLANTATION SIGN BOARD, 1 FOOT NORTHEAST OF A METAL WITNESS
 CP0975'POST, 3 1/2 FEET ABOVE LEVEL OF THE HIGHWAY, 1 FOOT BELOW LEVEL OF THE
 CP0975'RAILS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH. SEC 4,
 CP0975'T 11N, R 7W.
 CP0975
 CP0975                          STATION RECOVERY (1992)
 CP0975
 CP0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0975'9.0 KM (5.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0975'STATE HIGHWAY 14 IN ROLLING FORK, 22.9 M (75.1 FT) EAST OF THE
 CP0975'HIGHWAY CENTERLINE, 8.0 M (26.2 FT) NORTH OF THE CENTER OF A GRAVELED
 CP0975'ROAD, 2.2 M (7.2 FT) NORTHEAST OF THE EAST LEG OF A SIGN (LYNNDALE
 CP0975'PLANTATION), 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M
 CP0975'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 CP0975'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0976 ***********************************************************************
 CP0976  DESIGNATION -  61 V 138
 CP0976  PID         -  CP0976
 CP0976  STATE/COUNTY-  MS/SHARKEY
 CP0976  USGS QUAD   -  CARY (1988)
 CP0976
 CP0976                         *CURRENT SURVEY CONTROL
 CP0976  ___________________________________________________________________
 CP0976* NAD 83(1986)-  32 50 51.     (N)    090 54 30.     (W)     SCALED    
 CP0976* NAVD 88     -        30.861  (meters)     101.25   (feet)  ADJUSTED  
 CP0976  ___________________________________________________________________
 CP0976  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0976  DYNAMIC HT  -          30.827 (meters)     101.14  (feet)  COMP
 CP0976  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 CP0976
 CP0976  VERT ORDER  -  FIRST     CLASS I
 CP0976
 CP0976.The horizontal coordinates were scaled from a topographic map and have
 CP0976.an estimated accuracy of +/- 6 seconds.
 CP0976
 CP0976.The orthometric height was determined by differential leveling
 CP0976.and adjusted in June 1991.
 CP0976
 CP0976.The geoid height was determined by GEOID03.
 CP0976
 CP0976.The dynamic height is computed by dividing the NAVD 88
 CP0976.geopotential number by the normal gravity value computed on the
 CP0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0976.degrees latitude (g = 980.6199 gals.).
 CP0976
 CP0976.The modeled gravity was interpolated from observed gravity values.
 CP0976
 CP0976;                    North         East    Units  Estimated Accuracy
 CP0976;SPC MS W     -   371,270.      646,170.      MT  (+/- 180 meters Scaled)
 CP0976
 CP0976                          SUPERSEDED SURVEY CONTROL
 CP0976
 CP0976  NGVD 29 (??/??/92)   30.924  (m)          101.46   (f) ADJ UNCH    1 1
 CP0976
 CP0976.Superseded values are not recommended for survey control.
 CP0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0976.See file dsdata.txt to determine how the superseded data were derived.
 CP0976
 CP0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS957363(NAD 83)
 CP0976_MARKER: DD = SURVEY DISK
 CP0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0976_STAMPING: BM 61 V 138 1970
 CP0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0976+STABILITY: SURFACE MOTION
 CP0976
 CP0976  HISTORY     - Date     Condition        Report By
 CP0976  HISTORY     - 1970     MONUMENTED       MSHD
 CP0976  HISTORY     - 1973     GOOD             NGS
 CP0976  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0976
 CP0976                          STATION DESCRIPTION
 CP0976
 CP0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0976'3.1 MI N FROM CARY.
 CP0976'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0976'AT CARY, ABOUT 61 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 CP0976'0.5 MILE NORTH OF A GRAVEL ROAD INTERSECTION AND SMALL WHITE CONCRETE
 CP0976'BUILDING ON RAILROAD, 133 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE
 CP0976'CANNISTER 136-LP5, 23 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 CP0976'CENTRAL RAILROAD, 129.6 FEET NORTH-NORTHEAST OF THE NORTH END OF THE
 CP0976'EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 1 FOOT
 CP0976'SOUTH OF A METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE HIGHWAY, 8
 CP0976'FEET BELOW LEVEL OF THE RAILS AND SET IN THE TOP OF A CONCRETE POST
 CP0976'PROJECTING 6-INCHES.  SEC 34, T 12N, R 7W.
 CP0976
 CP0976                          STATION RECOVERY (1992)
 CP0976
 CP0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0976'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0978 ***********************************************************************
 CP0978  DESIGNATION -  61 V 139
 CP0978  PID         -  CP0978
 CP0978  STATE/COUNTY-  MS/SHARKEY
 CP0978  USGS QUAD   -  CARY (1988)
 CP0978
 CP0978                         *CURRENT SURVEY CONTROL
 CP0978  ___________________________________________________________________
 CP0978* NAD 83(1986)-  32 51 38.     (N)    090 54 13.     (W)     SCALED    
 CP0978* NAVD 88     -        33.164  (meters)     108.81   (feet)  ADJUSTED  
 CP0978  ___________________________________________________________________
 CP0978  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0978  DYNAMIC HT  -          33.128 (meters)     108.69  (feet)  COMP
 CP0978  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CP0978
 CP0978  VERT ORDER  -  FIRST     CLASS I
 CP0978
 CP0978.The horizontal coordinates were scaled from a topographic map and have
 CP0978.an estimated accuracy of +/- 6 seconds.
 CP0978
 CP0978.The orthometric height was determined by differential leveling
 CP0978.and adjusted in June 1991.
 CP0978
 CP0978.The geoid height was determined by GEOID03.
 CP0978
 CP0978.The dynamic height is computed by dividing the NAVD 88
 CP0978.geopotential number by the normal gravity value computed on the
 CP0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0978.degrees latitude (g = 980.6199 gals.).
 CP0978
 CP0978.The modeled gravity was interpolated from observed gravity values.
 CP0978
 CP0978;                    North         East    Units  Estimated Accuracy
 CP0978;SPC MS W     -   372,720.      646,620.      MT  (+/- 180 meters Scaled)
 CP0978
 CP0978                          SUPERSEDED SURVEY CONTROL
 CP0978
 CP0978  NGVD 29 (??/??/92)   33.225  (m)          109.01   (f) ADJ UNCH    1 1
 CP0978
 CP0978.Superseded values are not recommended for survey control.
 CP0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0978.See file dsdata.txt to determine how the superseded data were derived.
 CP0978
 CP0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS961377(NAD 83)
 CP0978_MARKER: DD = SURVEY DISK
 CP0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0978_STAMPING: BM 61 V 139 1970
 CP0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0978+STABILITY: SURFACE MOTION
 CP0978
 CP0978  HISTORY     - Date     Condition        Report By
 CP0978  HISTORY     - 1970     MONUMENTED       MSHD
 CP0978  HISTORY     - 1973     GOOD             NGS
 CP0978  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0978
 CP0978                          STATION DESCRIPTION
 CP0978
 CP0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0978'3.9 MI S FROM ROLLING FORK.
 CP0978'ABOUT 0.3 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT ROLLING
 CP0978'FORK, THENCE 3.6 MILES SOUTH ALONG U.S. HIGHWAY 61, 106.5 FEET EAST OF
 CP0978'AND ACROSS THE ILLINOIS CENTRAL RAILROAD FROM THE CENTERLINE OF U.S.
 CP0978'HIGHWAY 61, 11 RAILS SOUTH OF A GROUP OF GRAIN ELEVATORS AT A SMALL
 CP0978'SETTLEMENT OF EGREMONT, 166 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 CP0978'ROAD, 22 FEET EAST OF THE EAST RAIL OF MAIN TRACK, 8 FEET WEST OF THE
 CP0978'WEST RAIL OF A SIDE TRACK, 2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 CP0978'NORTH OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE TRACK, AND
 CP0978'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES. SEC 27, T 12N,
 CP0978'R 7W.
 CP0978
 CP0978                          STATION RECOVERY (1992)
 CP0978
 CP0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0978'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1068 ***********************************************************************
 BW1068  DESIGNATION -  61 V 14
 BW1068  PID         -  BW1068
 BW1068  STATE/COUNTY-  MS/WILKINSON
 BW1068  USGS QUAD   -  LANEHEART (1988)
 BW1068
 BW1068                         *CURRENT SURVEY CONTROL
 BW1068  ___________________________________________________________________
 BW1068* NAD 83(1986)-  31 08 50.     (N)    091 16 26.     (W)     SCALED    
 BW1068* NAVD 88     -        81.55   (+/-2cm)     267.6    (feet)  VERTCON   
 BW1068  ___________________________________________________________________
 BW1068  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BW1068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1068
 BW1068.The horizontal coordinates were scaled from a topographic map and have
 BW1068.an estimated accuracy of +/- 6 seconds.
 BW1068
 BW1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1068.The vertical order pertains to the NGVD 29 superseded value.
 BW1068
 BW1068.The geoid height was determined by GEOID03.
 BW1068
 BW1068;                    North         East    Units  Estimated Accuracy
 BW1068;SPC MS W     -   182,980.      610,310.      MT  (+/- 180 meters Scaled)
 BW1068
 BW1068                          SUPERSEDED SURVEY CONTROL
 BW1068
 BW1068  NGVD 29 (??/??/92)   81.53   (m)          267.5    (f) COMPUTED    2 0
 BW1068
 BW1068.Superseded values are not recommended for survey control.
 BW1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1068.See file dsdata.txt to determine how the superseded data were derived.
 BW1068
 BW1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ645472(NAD 83)
 BW1068_MARKER: DD = SURVEY DISK
 BW1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1068_SP_SET: CULVERT
 BW1068_STAMPING: BM 61V-14 1969
 BW1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1068
 BW1068  HISTORY     - Date     Condition        Report By
 BW1068  HISTORY     - 1969     MONUMENTED       MSHD
 BW1068
 BW1068                          STATION DESCRIPTION
 BW1068
 BW1068'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1068'3.2 MI NE FROM WOODVILLE.
 BW1068'THE MARK IS LOCATED 3.2 MILES NORTHEAST OF WOODVILLE IN THE SOUTH END
 BW1068'OF THE EAST HEADWALL OF A CONCRETE CATTLE PASSAGE UNDER U.S. HIGHWAY
 BW1068'61 IN THE SOUTHWEST 1/4 OF SECTION 12, T 2N, R 2W.  IT IS 26 FEET EAST
 BW1068'OF THE CENTER OF HIGHWAY 61, 2 FEET NORTH OF A METAL WITNESS POST, SET
 BW1068'IN A DRILLED HOLE NEAR THE SOUTH END OF THE EAST HEADWALL OF AN 8X8
 BW1068'FT. CATTLE PASSAGE AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW1068'NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO
 BW1068'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1068'INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON
 BW1068'U.S. HIGHWAY 61 FOR 2.8 MILES TO THE JUNCTION OF STATE HIGHWAY 563.
 BW1068'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.7 MILE TO THE CATTLE PASSAGE
 BW1068'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0980 ***********************************************************************
 CP0980  DESIGNATION -  61 V 141
 CP0980  PID         -  CP0980
 CP0980  STATE/COUNTY-  MS/SHARKEY
 CP0980  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0980
 CP0980                         *CURRENT SURVEY CONTROL
 CP0980  ___________________________________________________________________
 CP0980* NAD 83(1986)-  32 52 50.     (N)    090 53 18.     (W)     SCALED    
 CP0980* NAVD 88     -        32.614  (meters)     107.00   (feet)  ADJUSTED  
 CP0980  ___________________________________________________________________
 CP0980  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0980  DYNAMIC HT  -          32.578 (meters)     106.88  (feet)  COMP
 CP0980  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CP0980
 CP0980  VERT ORDER  -  FIRST     CLASS I
 CP0980
 CP0980.The horizontal coordinates were scaled from a topographic map and have
 CP0980.an estimated accuracy of +/- 6 seconds.
 CP0980
 CP0980.The orthometric height was determined by differential leveling
 CP0980.and adjusted in June 1991.
 CP0980
 CP0980.The geoid height was determined by GEOID03.
 CP0980
 CP0980.The dynamic height is computed by dividing the NAVD 88
 CP0980.geopotential number by the normal gravity value computed on the
 CP0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0980.degrees latitude (g = 980.6199 gals.).
 CP0980
 CP0980.The modeled gravity was interpolated from observed gravity values.
 CP0980
 CP0980;                    North         East    Units  Estimated Accuracy
 CP0980;SPC MS W     -   374,930.      648,070.      MT  (+/- 180 meters Scaled)
 CP0980
 CP0980                          SUPERSEDED SURVEY CONTROL
 CP0980
 CP0980  NGVD 29 (??/??/92)   32.671  (m)          107.19   (f) ADJ UNCH    1 1
 CP0980
 CP0980.Superseded values are not recommended for survey control.
 CP0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0980.See file dsdata.txt to determine how the superseded data were derived.
 CP0980
 CP0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS975400(NAD 83)
 CP0980_MARKER: DD = SURVEY DISK
 CP0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0980_SP_SET: ABUTMENT
 CP0980_STAMPING: BM 61 V 141 1970
 CP0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0980
 CP0980  HISTORY     - Date     Condition        Report By
 CP0980  HISTORY     - 1970     MONUMENTED       MSHD
 CP0980  HISTORY     - 1973     GOOD             NGS
 CP0980  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0980
 CP0980                          STATION DESCRIPTION
 CP0980
 CP0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0980'2.6 MI SW FROM ROLLING FORK.
 CP0980'ABOUT 0.3 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT ROLLING
 CP0980'FORK, THENCE 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 TO A CONCRETE
 CP0980'BRIDGE OVER DEER CREEK, 15 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CP0980'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 CP0980'CONCRETE ABUTMENT, 107.5 FEET NORTH-NORTHWEST OF MILEPOST 179, AND
 CP0980'ABOUT LEVEL WITH THE HIGHWAY.  SEC 14, T 12N, R 7W.
 CP0980
 CP0980                          STATION RECOVERY (1992)
 CP0980
 CP0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0980'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 CP0980'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0985 ***********************************************************************
 CP0985  DESIGNATION -  61 V 142
 CP0985  PID         -  CP0985
 CP0985  STATE/COUNTY-  MS/SHARKEY
 CP0985  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0985
 CP0985                         *CURRENT SURVEY CONTROL
 CP0985  ___________________________________________________________________
 CP0985* NAD 83(1986)-  32 54 44.     (N)    090 52 14.     (W)     SCALED    
 CP0985* NAVD 88     -        31.111  (meters)     102.07   (feet)  ADJUSTED  
 CP0985  ___________________________________________________________________
 CP0985  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0985  DYNAMIC HT  -          31.077 (meters)     101.96  (feet)  COMP
 CP0985  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 CP0985
 CP0985  VERT ORDER  -  FIRST     CLASS II
 CP0985
 CP0985.The horizontal coordinates were scaled from a topographic map and have
 CP0985.an estimated accuracy of +/- 6 seconds.
 CP0985
 CP0985.The orthometric height was determined by differential leveling
 CP0985.and adjusted in June 1991.
 CP0985
 CP0985.The geoid height was determined by GEOID03.
 CP0985
 CP0985.The dynamic height is computed by dividing the NAVD 88
 CP0985.geopotential number by the normal gravity value computed on the
 CP0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0985.degrees latitude (g = 980.6199 gals.).
 CP0985
 CP0985.The modeled gravity was interpolated from observed gravity values.
 CP0985
 CP0985;                    North         East    Units  Estimated Accuracy
 CP0985;SPC MS W     -   378,430.      649,750.      MT  (+/- 180 meters Scaled)
 CP0985
 CP0985                          SUPERSEDED SURVEY CONTROL
 CP0985
 CP0985  NGVD 29 (??/??/92)   31.183  (m)          102.31   (f) ADJ UNCH    1 2
 CP0985
 CP0985.Superseded values are not recommended for survey control.
 CP0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0985.See file dsdata.txt to determine how the superseded data were derived.
 CP0985
 CP0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS991435(NAD 83)
 CP0985_MARKER: DD = SURVEY DISK
 CP0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0985_SP_SET: CONCRETE POST
 CP0985_STAMPING: 61 V 142 1970 BM
 CP0985_MARK LOGO: CGS   
 CP0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0985+STABILITY: SURFACE MOTION
 CP0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0985+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 CP0985
 CP0985  HISTORY     - Date     Condition        Report By
 CP0985  HISTORY     - 1970     MONUMENTED       MSHD
 CP0985  HISTORY     - 1971     GOOD             MSHD
 CP0985  HISTORY     - 19920129 GOOD             NGS
 CP0985  HISTORY     - 20000201 GOOD             MSHD
 CP0985  HISTORY     - 20000203 GOOD             MSHD
 CP0985  HISTORY     - 20040221 GOOD             INDIV
 CP0985
 CP0985                          STATION DESCRIPTION
 CP0985
 CP0985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0985'0.55 MI NE FROM ROLLING FORK.
 CP0985'THE MARK IS LOCATED 0.55 MILE NORTHEAST OF THE CENTER OF ROLLING FORK
 CP0985'NEAR THE SOUTHEAST CORNER OF THE CYCLONE FENCE AROUND THE COUNTY
 CP0985'SCHOOL BUS GARAGE.  IT IS 24 FEET NORTH OF THE CENTER OF A BLACK TOP
 CP0985'ROAD, 13 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 91.5 FEET
 CP0985'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BRICK BUILDING, 1.5 FEET
 CP0985'SOUTH OF THE SOUTHEAST CORNER OF A CYCLONE FENCE, 1 FOOT WEST OF A
 CP0985'METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 CP0985'POST ABOUT LEVEL WITH THE STREET AND PROJECTS 3 INCHES.  NOTE-- TO
 CP0985'REACH THE MARK FROM THE NORTH ENTRANCE TO THE SHARKEY COUNTY
 CP0985'COURTHOUSE IN ROLLING FORK, GO EAST ON WALNUT STREET FOR 0.25 MILE TO
 CP0985'A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON A CONCRETE ROAD
 CP0985'FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND
 CP0985'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.25 MILE TO A SIDE ROAD LEFT.
 CP0985'TURN LEFT AND CONTINUE WEST ON A BLACK TOP ROAD ON THE NORTH SIDE OF A
 CP0985'LARGE BRICK BUILDING FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 CP0985
 CP0985                          STATION RECOVERY (1992)
 CP0985
 CP0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0985'IN ROLLING FORK, AT THE INTERSECTION OF U.S. HIGHWAY 61 AND MAPLE
 CP0985'STREET, 146.9 M (482.0 FT) WEST OF THE HIGHWAY CENTERLINE, 7.4 M
 CP0985'(24.3 FT) NORTH OF THE CENTERLINE OF THE STREET, 2.4 M (7.9 FT)
 CP0985'NORTHEAST OF UTILITY POLE NUMBER FC595, 0.6 M (2.0 FT) SOUTHEAST OF A
 CP0985'WITNESS POST, 0.4 M (1.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 CP0985'CHAIN-LINK FENCE SURROUNDING A SCHOOL BUS PARKING AREA, 0.3 M
 CP0985'(1.0 FT) BELOW THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS
 CP0985'0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
 CP0985
 CP0985                          STATION RECOVERY (2000)
 CP0985
 CP0985'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0985'RECOVERED AS DESCRIBED.
 CP0985
 CP0985                          STATION RECOVERY (2000)
 CP0985
 CP0985'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0985'7.9 FT. NE OF PWR POLE W/ TRANSFORMER NO. FC-595+280
 CP0985
 CP0985                          STATION RECOVERY (2004)
 CP0985
 CP0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 CP0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0986 ***********************************************************************
 CP0986  DESIGNATION -  61 V 143
 CP0986  PID         -  CP0986
 CP0986  STATE/COUNTY-  MS/SHARKEY
 CP0986  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0986
 CP0986                         *CURRENT SURVEY CONTROL
 CP0986  ___________________________________________________________________
 CP0986* NAD 83(1986)-  32 55 23.     (N)    090 51 50.     (W)     SCALED    
 CP0986* NAVD 88     -        31.388  (meters)     102.98   (feet)  ADJUSTED  
 CP0986  ___________________________________________________________________
 CP0986  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP0986  DYNAMIC HT  -          31.353 (meters)     102.86  (feet)  COMP
 CP0986  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 CP0986
 CP0986  VERT ORDER  -  SECOND    CLASS 0
 CP0986
 CP0986.The horizontal coordinates were scaled from a topographic map and have
 CP0986.an estimated accuracy of +/- 6 seconds.
 CP0986
 CP0986.The orthometric height was determined by differential leveling
 CP0986.and adjusted in June 1991.
 CP0986
 CP0986.The geoid height was determined by GEOID03.
 CP0986
 CP0986.The dynamic height is computed by dividing the NAVD 88
 CP0986.geopotential number by the normal gravity value computed on the
 CP0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0986.degrees latitude (g = 980.6199 gals.).
 CP0986
 CP0986.The modeled gravity was interpolated from observed gravity values.
 CP0986
 CP0986;                    North         East    Units  Estimated Accuracy
 CP0986;SPC MS W     -   379,630.      650,380.      MT  (+/- 180 meters Scaled)
 CP0986
 CP0986                          SUPERSEDED SURVEY CONTROL
 CP0986
 CP0986  NGVD 29 (??/??/92)   31.460  (m)          103.22   (f) ADJ UNCH    2 0
 CP0986
 CP0986.Superseded values are not recommended for survey control.
 CP0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0986.See file dsdata.txt to determine how the superseded data were derived.
 CP0986
 CP0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS997447(NAD 83)
 CP0986_MARKER: DD = SURVEY DISK
 CP0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0986_SP_SET: CULVERT
 CP0986_STAMPING: BM 61V143 1970
 CP0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0986
 CP0986  HISTORY     - Date     Condition        Report By
 CP0986  HISTORY     - 1970     MONUMENTED       MSHD
 CP0986  HISTORY     - 1971     GOOD             MSHD
 CP0986
 CP0986                          STATION DESCRIPTION
 CP0986
 CP0986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0986'1.4 MI NE FROM ROLLING FORK.
 CP0986'THE MARK IS LOCATED 1.4 MILES NORTHEAST OF ROLLING FORK IN THE SOUTH
 CP0986'END OF THE EAST HEADWALL OF A 12X7 FOOT BOX CULVERT UNDER U.S. HIGHWAY
 CP0986'61.  IT IS 18.5 FEET EAST OF THE CENTER OF HIGHWAY 61, 57 FEET WEST OF
 CP0986'A POWER LINE POLE, 1.5 FEET NORTH OF A METAL WITNESS POST. IT IS SET
 CP0986'IN A DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 CP0986'BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. NOTE--
 CP0986'TO REACH THE MARK FROM THE NORTH ENTRANCE TO THE SHARKEY COUNTY
 CP0986'COURTHOUSE IN ROLLING FORK, GO EAST ON WALNUT STREET FOR 0.25 MILE TO
 CP0986'A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON A CONCRETE
 CP0986'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT
 CP0986'AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1 MILE TO THE CULVERT. THE
 CP0986'MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0987 ***********************************************************************
 CP0987  DESIGNATION -  61 V 144
 CP0987  PID         -  CP0987
 CP0987  STATE/COUNTY-  MS/SHARKEY
 CP0987  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0987
 CP0987                         *CURRENT SURVEY CONTROL
 CP0987  ___________________________________________________________________
 CP0987* NAD 83(1986)-  32 56 07.     (N)    090 51 23.     (W)     SCALED    
 CP0987* NAVD 88     -        31.585  (meters)     103.63   (feet)  ADJUSTED  
 CP0987  ___________________________________________________________________
 CP0987  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0987  DYNAMIC HT  -          31.550 (meters)     103.51  (feet)  COMP
 CP0987  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 CP0987
 CP0987  VERT ORDER  -  SECOND    CLASS 0
 CP0987
 CP0987.The horizontal coordinates were scaled from a topographic map and have
 CP0987.an estimated accuracy of +/- 6 seconds.
 CP0987
 CP0987.The orthometric height was determined by differential leveling
 CP0987.and adjusted in June 1991.
 CP0987
 CP0987.The geoid height was determined by GEOID03.
 CP0987
 CP0987.The dynamic height is computed by dividing the NAVD 88
 CP0987.geopotential number by the normal gravity value computed on the
 CP0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0987.degrees latitude (g = 980.6199 gals.).
 CP0987
 CP0987.The modeled gravity was interpolated from observed gravity values.
 CP0987
 CP0987;                    North         East    Units  Estimated Accuracy
 CP0987;SPC MS W     -   380,980.      651,090.      MT  (+/- 180 meters Scaled)
 CP0987
 CP0987                          SUPERSEDED SURVEY CONTROL
 CP0987
 CP0987  NGVD 29 (??/??/92)   31.657  (m)          103.86   (f) ADJ UNCH    2 0
 CP0987
 CP0987.Superseded values are not recommended for survey control.
 CP0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0987.See file dsdata.txt to determine how the superseded data were derived.
 CP0987
 CP0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS004461(NAD 83)
 CP0987_MARKER: DD = SURVEY DISK
 CP0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0987_STAMPING: BM 61V144 1970
 CP0987_MARK LOGO: MSHD  
 CP0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0987+STABILITY: SURFACE MOTION
 CP0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0987+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2000
 CP0987
 CP0987  HISTORY     - Date     Condition        Report By
 CP0987  HISTORY     - 1970     MONUMENTED       MSHD
 CP0987  HISTORY     - 1971     GOOD             MSHD
 CP0987  HISTORY     - 20000201 GOOD             MSHD
 CP0987  HISTORY     - 20000203 GOOD             MSHD
 CP0987
 CP0987                          STATION DESCRIPTION
 CP0987
 CP0987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0987'2.3 MI NE FROM ROLLING FORK.
 CP0987'THE MARK IS LOCATED 2.3 MILES NORTHEAST OF ROLLING FORK IN THE
 CP0987'SOUTHWEST ANGLE OF A CROSSROADS ON THE EAST R.O.W. OF U.S. HIGHWAY 61
 CP0987'IN THE NORTHWEST 1/4 OF SECTION 31, T13N, B6W.  IT IS 104 FEET WEST OF
 CP0987'THE CENTER OF A CROSSROADS, 58 FEET NORTHWEST OF THE CENTER OF U.S.
 CP0987'HIGHWAY 61, 32 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 2.5 FEET
 CP0987'SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 1.5 FEET NORTHEAST OF
 CP0987'A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND
 CP0987'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0987'3 INCHES.  NOTE-- TO REACH THE MARK FROM THE NORTH ENTRANCE TO THE
 CP0987'SHARKEY COUNTY COURTHOUSE IN ROLLING FORK, GO EAST ON WALNUT STREET
 CP0987'FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON
 CP0987'A CONCRETE ROAD FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.
 CP0987'TURN LEFT AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 2 MILES TO A
 CP0987'CROSSROADS.  THE MARK IS ON THE LEFT.
 CP0987
 CP0987                          STATION RECOVERY (2000)
 CP0987
 CP0987'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0987'RECOVERED AS DESCRIBED.
 CP0987
 CP0987                          STATION RECOVERY (2000)
 CP0987
 CP0987'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0987'MARK IS IN THE WEST ROW OF HWY, NOT EAST ROW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0988 ***********************************************************************
 CP0988  DESIGNATION -  61 V 145
 CP0988  PID         -  CP0988
 CP0988  STATE/COUNTY-  MS/SHARKEY
 CP0988  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0988
 CP0988                         *CURRENT SURVEY CONTROL
 CP0988  ___________________________________________________________________
 CP0988* NAD 83(1986)-  32 57 01.     (N)    090 50 23.     (W)     SCALED    
 CP0988* NAVD 88     -        31.393  (meters)     103.00   (feet)  ADJUSTED  
 CP0988  ___________________________________________________________________
 CP0988  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0988  DYNAMIC HT  -          31.359 (meters)     102.88  (feet)  COMP
 CP0988  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 CP0988
 CP0988  VERT ORDER  -  SECOND    CLASS 0
 CP0988
 CP0988.The horizontal coordinates were scaled from a topographic map and have
 CP0988.an estimated accuracy of +/- 6 seconds.
 CP0988
 CP0988.The orthometric height was determined by differential leveling
 CP0988.and adjusted in June 1991.
 CP0988
 CP0988.The geoid height was determined by GEOID03.
 CP0988
 CP0988.The dynamic height is computed by dividing the NAVD 88
 CP0988.geopotential number by the normal gravity value computed on the
 CP0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0988.degrees latitude (g = 980.6199 gals.).
 CP0988
 CP0988.The modeled gravity was interpolated from observed gravity values.
 CP0988
 CP0988;                    North         East    Units  Estimated Accuracy
 CP0988;SPC MS W     -   382,640.      652,650.      MT  (+/- 180 meters Scaled)
 CP0988
 CP0988                          SUPERSEDED SURVEY CONTROL
 CP0988
 CP0988  NGVD 29 (??/??/92)   31.466  (m)          103.23   (f) ADJ UNCH    2 0
 CP0988
 CP0988.Superseded values are not recommended for survey control.
 CP0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0988.See file dsdata.txt to determine how the superseded data were derived.
 CP0988
 CP0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS019478(NAD 83)
 CP0988_MARKER: DD = SURVEY DISK
 CP0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0988_STAMPING: BM 61V145 1970
 CP0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0988+STABILITY: SURFACE MOTION
 CP0988
 CP0988  HISTORY     - Date     Condition        Report By
 CP0988  HISTORY     - 1970     MONUMENTED       MSHD
 CP0988  HISTORY     - 1971     GOOD             MSHD
 CP0988
 CP0988                          STATION DESCRIPTION
 CP0988
 CP0988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0988'3.8 MI NE FROM ROLLING FORK.
 CP0988'THE MARK IS LOCATED 3.8 MILE NORTHEAST OF ROLLING FORK, 3.8 MILES
 CP0988'SOUTH OF ANGUILLA NEAR THE NORTHWEST CORNER OF FARMERS INCORPORATED IN
 CP0988'THE SOUTHWEST 1/4 OF SECTION 20, T13N, R6W.  IT IS 230 FEET SOUTHEAST
 CP0988'OF THE CENTER OF U. S. HIGHWAY 61, 71.5 FEET NORTHEAST OF A POWER LINE
 CP0988'POLE WITH GUY WIRES AND TRANSFORMERS, 40 FEET SOUTH OF THE SOUTH EDGE
 CP0988'OF A DITCH, 3.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE
 CP0988'METAL BUILDING, 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS SET IN
 CP0988'THE TOP OF A 12 INCH ROUND CONCRETE POST, ABOUT 2 FEET BELOW THE LEVEL
 CP0988'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK
 CP0988'FROM THE NORTH ENTRANCE TO THE SHARKEY COUNTY COURTHOUSE, GO EAST ON
 CP0988'WALNUT STREET FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CP0988'CONTINUE NORTHEAST ON A CONCRETE ROAD FOR 0.1 MILE TO THE INTERSECTION
 CP0988'OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTH ON U.S. HIGHWAY 61
 CP0988'FOR 3.3 MILES TO A LARGE METAL BUILDING.  THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0989 ***********************************************************************
 CP0989  DESIGNATION -  61 V 146
 CP0989  PID         -  CP0989
 CP0989  STATE/COUNTY-  MS/SHARKEY
 CP0989  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0989
 CP0989                         *CURRENT SURVEY CONTROL
 CP0989  ___________________________________________________________________
 CP0989* NAD 83(1986)-  32 57 26.     (N)    090 49 54.     (W)     SCALED    
 CP0989* NAVD 88     -        32.063  (meters)     105.19   (feet)  ADJUSTED  
 CP0989  ___________________________________________________________________
 CP0989  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0989  DYNAMIC HT  -          32.028 (meters)     105.08  (feet)  COMP
 CP0989  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 CP0989
 CP0989  VERT ORDER  -  SECOND    CLASS 0
 CP0989
 CP0989.The horizontal coordinates were scaled from a topographic map and have
 CP0989.an estimated accuracy of +/- 6 seconds.
 CP0989
 CP0989.The orthometric height was determined by differential leveling
 CP0989.and adjusted in June 1991.
 CP0989
 CP0989.The geoid height was determined by GEOID03.
 CP0989
 CP0989.The dynamic height is computed by dividing the NAVD 88
 CP0989.geopotential number by the normal gravity value computed on the
 CP0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0989.degrees latitude (g = 980.6199 gals.).
 CP0989
 CP0989.The modeled gravity was interpolated from observed gravity values.
 CP0989
 CP0989;                    North         East    Units  Estimated Accuracy
 CP0989;SPC MS W     -   383,410.      653,410.      MT  (+/- 180 meters Scaled)
 CP0989
 CP0989                          SUPERSEDED SURVEY CONTROL
 CP0989
 CP0989  NGVD 29 (??/??/92)   32.135  (m)          105.43   (f) ADJ UNCH    2 0
 CP0989
 CP0989.Superseded values are not recommended for survey control.
 CP0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0989.See file dsdata.txt to determine how the superseded data were derived.
 CP0989
 CP0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS026486(NAD 83)
 CP0989_MARKER: DD = SURVEY DISK
 CP0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0989_STAMPING: BM 61V146 1970
 CP0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0989+STABILITY: SURFACE MOTION
 CP0989
 CP0989  HISTORY     - Date     Condition        Report By
 CP0989  HISTORY     - 1970     MONUMENTED       MSHD
 CP0989  HISTORY     - 1971     GOOD             MSHD
 CP0989
 CP0989                          STATION DESCRIPTION
 CP0989
 CP0989'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0989'1.1 MI S FROM ANGUILLA.
 CP0989'THE MARK IS LOCATED 1.1 MILES SOUTH OF ANGUILLA AT THE NORTHEAST
 CP0989'CORNER OF THE SOUTHDALE BAPTIST CHURCH PROPERTY.  IT IS 47 FEET SOUTH
 CP0989'OF THE CENTER OF A GRAVEL ROAD, 88 FEET EAST OF THE NORTHEAST CORNER
 CP0989'OF A WHITE FRAME CHURCH, 31 FEET SOUTHEAST OF A POWER LINE SERVICE
 CP0989'POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, 93 FEET SOUTHWEST OF A
 CP0989'POWER LINE POLE WITH A TRANSFORMER AND GUY WIRE.  IT IS SET IN THE TOP
 CP0989'OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE ROAD AND IS
 CP0989'FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF
 CP0989'MISSISSIPPI STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO
 CP0989'SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN
 CP0989'LEFT AND CONTINUE EAST ON A GRAVEL ROAD FOR ABOUT 100 YARDS TO A
 CP0989'CHURCH.  THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0994 ***********************************************************************
 CP0994  DESIGNATION -  61 V 147
 CP0994  PID         -  CP0994
 CP0994  STATE/COUNTY-  MS/SHARKEY
 CP0994  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0994
 CP0994                         *CURRENT SURVEY CONTROL
 CP0994  ___________________________________________________________________
 CP0994* NAD 83(1986)-  32 58 23.     (N)    090 49 26.     (W)     SCALED    
 CP0994* NAVD 88     -        32.977  (meters)     108.19   (feet)  ADJUSTED  
 CP0994  ___________________________________________________________________
 CP0994  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0994  DYNAMIC HT  -          32.941 (meters)     108.07  (feet)  COMP
 CP0994  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 CP0994
 CP0994  VERT ORDER  -  SECOND    CLASS 0
 CP0994
 CP0994.The horizontal coordinates were scaled from a topographic map and have
 CP0994.an estimated accuracy of +/- 6 seconds.
 CP0994
 CP0994.The orthometric height was determined by differential leveling
 CP0994.and adjusted in June 1991.
 CP0994
 CP0994.The geoid height was determined by GEOID03.
 CP0994
 CP0994.The dynamic height is computed by dividing the NAVD 88
 CP0994.geopotential number by the normal gravity value computed on the
 CP0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0994.degrees latitude (g = 980.6199 gals.).
 CP0994
 CP0994.The modeled gravity was interpolated from observed gravity values.
 CP0994
 CP0994;                    North         East    Units  Estimated Accuracy
 CP0994;SPC MS W     -   385,160.      654,140.      MT  (+/- 180 meters Scaled)
 CP0994
 CP0994                          SUPERSEDED SURVEY CONTROL
 CP0994
 CP0994  NGVD 29 (??/??/92)   33.051  (m)          108.43   (f) ADJ UNCH    2 0
 CP0994
 CP0994.Superseded values are not recommended for survey control.
 CP0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0994.See file dsdata.txt to determine how the superseded data were derived.
 CP0994
 CP0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS033504(NAD 83)
 CP0994_MARKER: DD = SURVEY DISK
 CP0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0994_SP_SET: STEP
 CP0994_STAMPING: BM 61V147 1970
 CP0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0994
 CP0994  HISTORY     - Date     Condition        Report By
 CP0994  HISTORY     - 1970     MONUMENTED       MSHD
 CP0994  HISTORY     - 1971     GOOD             MSHD
 CP0994
 CP0994                          STATION DESCRIPTION
 CP0994
 CP0994'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0994'IN ANGUILLA.
 CP0994'THE MARK IS LOCATED ABOUT 100 YARDS SOUTH OF THE JUNCTION OF
 CP0994'MISSISSIPPI STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA IN THE
 CP0994'NORTHEAST CORNER OF THE SECOND STEP FROM THE GROUND OF THE STEPS AT
 CP0994'THE NORTH ENTRANCE OF THE ANGUILLA CONSOLIDATED SCHOOL GYMNASIUM.  IT
 CP0994'IS 48 FEET SOUTH OF THE CENTER OF A BLACK TOP STREET ON THE NORTH SIDE
 CP0994'OF THE SCHOOL, 7.5 FEET NORTH OF THE NORTH WALL OF THE GYM, 8 FEET
 CP0994'NORTHWEST OF THE NORTHEAST CORNER OF THE GYM, 2 FEET SOUTH OF THE
 CP0994'NORTHEAST CORNER OF THE STEP.  IT IS SET IN A DRILL HOLE IN THE SECOND
 CP0994'STEP FROM THE GROUND AT THE ENTRANCE TO THE GYM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0995 ***********************************************************************
 CP0995  DESIGNATION -  61 V 148
 CP0995  PID         -  CP0995
 CP0995  STATE/COUNTY-  MS/SHARKEY
 CP0995  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0995
 CP0995                         *CURRENT SURVEY CONTROL
 CP0995  ___________________________________________________________________
 CP0995* NAD 83(2007)-  32 59 15.04875(N)    090 49 54.03342(W)     ADJUSTED  
 CP0995* NAVD 88     -        33.478  (meters)     109.84   (feet)  ADJUSTED  
 CP0995  ___________________________________________________________________
 CP0995  EPOCH DATE  -        2002.00
 CP0995  X           -     -77,731.094 (meters)                     COMP
 CP0995  Y           -  -5,354,670.688 (meters)                     COMP
 CP0995  Z           -   3,452,801.042 (meters)                     COMP
 CP0995  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CP0995  ELLIP HEIGHT-           7.120 (meters)          (02/15/08) ADJUSTED
 CP0995  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP0995  DYNAMIC HT  -          33.442 (meters)     109.72  (feet)  COMP
 CP0995  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 CP0995
 CP0995  HORZ ORDER  -  FIRST
 CP0995  VERT ORDER  -  SECOND    CLASS 0
 CP0995  ELLP ORDER  -  FOURTH    CLASS II
 CP0995
 CP0995.The horizontal coordinates were established by GPS observations
 CP0995.and adjusted by the EMC INCORPORATED in February 2008.
 CP0995
 CP0995.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0995.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0995.The horizontal coordinates are valid at the epoch date displayed above.
 CP0995.The epoch date for horizontal control is a decimal equivalence
 CP0995.of Year/Month/Day.
 CP0995
 CP0995.The orthometric height was determined by differential leveling
 CP0995.and adjusted in June 1991.
 CP0995
 CP0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0995
 CP0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0995
 CP0995.The ellipsoidal height was determined by GPS observations
 CP0995.and is referenced to NAD 83.
 CP0995
 CP0995.The geoid height was determined by GEOID03.
 CP0995
 CP0995.The dynamic height is computed by dividing the NAVD 88
 CP0995.geopotential number by the normal gravity value computed on the
 CP0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0995.degrees latitude (g = 980.6199 gals.).
 CP0995
 CP0995.The modeled gravity was interpolated from observed gravity values.
 CP0995
 CP0995;                    North         East     Units Scale Factor Converg.
 CP0995;SPC MS W     -   386,764.914   653,423.809   MT  0.99997674   -0 16 16.8
 CP0995;SPC MS W     - 1,268,911.22  2,143,774.61   sFT  0.99997674   -0 16 16.8
 CP0995;UTM  15      - 3,651,990.592   702,604.170   MT  1.00010615   +1 10 51.5
 CP0995
 CP0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0995!SPC MS W     -   0.99999888  x   0.99997674  =   0.99997562
 CP0995!UTM  15      -   0.99999888  x   1.00010615  =   1.00010503
 CP0995
 CP0995                          SUPERSEDED SURVEY CONTROL
 CP0995
 CP0995  NAVD 88 (02/15/08)   33.48   (m)          109.8    (f) LEVELING    3  
 CP0995  NGVD 29 (??/??/92)   33.553  (m)          110.08   (f) ADJ UNCH    2 0
 CP0995
 CP0995.Superseded values are not recommended for survey control.
 CP0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0995.See file dsdata.txt to determine how the superseded data were derived.
 CP0995
 CP0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0260451991(NAD 83)
 CP0995_MARKER: DD = SURVEY DISK
 CP0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0995_STAMPING: BM 61V148 1970
 CP0995_MARK LOGO: NONE  
 CP0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0995+STABILITY: SURFACE MOTION
 CP0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0995+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2007
 CP0995
 CP0995  HISTORY     - Date     Condition        Report By
 CP0995  HISTORY     - 1970     MONUMENTED       MSHD
 CP0995  HISTORY     - 1971     GOOD             MSHD
 CP0995  HISTORY     - 20070129 GOOD             EMCINC
 CP0995
 CP0995                          STATION DESCRIPTION
 CP0995
 CP0995'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0995'0.85 MI NNW FROM ANGUILLA.
 CP0995'THE MARK IS LOCATED 0.85 MILE NORTH-NORTHWEST OF ANGUILLA IN THE SOUTH
 CP0995'ANGLE OF A CROSSROADS ON THE WEST R.O.W. OF THE ILLINOIS CENTRAL
 CP0995'RAILROAD TRACK.  IT IS 113 FEET SOUTHWEST OF THE CENTER OF U.S.
 CP0995'HIGHWAY 61, 116 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE
 CP0995'ILLINOIS CENTRAL RAILROAD TRACK WITH A BLACK TOP ROAD, 29 FEET EAST OF
 CP0995'THE CENTER OF A BLACK TOP ROAD, 32 FEET SOUTHWEST OF THE SOUTHWEST
 CP0995'RAIL, 44.5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A POWER
 CP0995'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 CP0995'12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 CP0995'AND PROJECTS 5 INCHES.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF
 CP0995'MISSISSIPPI STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO
 CP0995'NORTHWEST ON U.S. HIGHWAY 61 FOR 1.1 MILES TO THE MARK ON THE LEFT,
 CP0995'JUST BEFORE REACHING A CROSSROAD.
 CP0995
 CP0995                          STATION RECOVERY (2007)
 CP0995
 CP0995'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1483 ***********************************************************************
 DK1483  DESIGNATION -  61 V 149 MSHD
 DK1483  PID         -  DK1483
 DK1483  STATE/COUNTY-  MS/SHARKEY
 DK1483  USGS QUAD   -  DELTA CITY (1968)
 DK1483
 DK1483                         *CURRENT SURVEY CONTROL
 DK1483  ___________________________________________________________________
 DK1483* NAD 83(1986)-  33 00 03.     (N)    090 50 15.     (W)     SCALED    
 DK1483* NAVD 88     -        32.391  (meters)     106.27   (feet)  ADJUSTED  
 DK1483  ___________________________________________________________________
 DK1483  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK1483  DYNAMIC HT  -          32.357 (meters)     106.16  (feet)  COMP
 DK1483  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DK1483
 DK1483  VERT ORDER  -  SECOND    CLASS 0
 DK1483
 DK1483.The horizontal coordinates were scaled from a topographic map and have
 DK1483.an estimated accuracy of +/- 6 seconds.
 DK1483
 DK1483.The orthometric height was determined by differential leveling
 DK1483.and adjusted in June 1991.
 DK1483
 DK1483.The geoid height was determined by GEOID03.
 DK1483
 DK1483.The dynamic height is computed by dividing the NAVD 88
 DK1483.geopotential number by the normal gravity value computed on the
 DK1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1483.degrees latitude (g = 980.6199 gals.).
 DK1483
 DK1483.The modeled gravity was interpolated from observed gravity values.
 DK1483
 DK1483;                    North         East    Units  Estimated Accuracy
 DK1483;SPC MS W     -   388,250.      652,890.      MT  (+/- 180 meters Scaled)
 DK1483
 DK1483                          SUPERSEDED SURVEY CONTROL
 DK1483
 DK1483  NGVD 29 (??/??/??)   32.466  (m)          106.52   (f) ADJUSTED    2 0
 DK1483
 DK1483.Superseded values are not recommended for survey control.
 DK1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1483.See file dsdata.txt to determine how the superseded data were derived.
 DK1483
 DK1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS020534(NAD 83)
 DK1483_MARKER: DD = SURVEY DISK
 DK1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1483_SP_SET: CULVERT
 DK1483_STAMPING: BM 61V149 1971
 DK1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1483
 DK1483  HISTORY     - Date     Condition        Report By
 DK1483  HISTORY     - 1971     MONUMENTED       MSHD
 DK1483
 DK1483                          STATION DESCRIPTION
 DK1483
 DK1483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1483'2.0 MI NNW FROM ANGUILLA.
 DK1483'THE MARK IS LOCATED 2 MILES NORTH-NORTHWEST OF ANGUILLA IN THE NORTH
 DK1483'END OF THE WEST HEADWALL OF A CULVERT.  IT IS 19.5 FEET WEST-SOUTHWEST
 DK1483'OF THE CENTER OF U.S. HIGHWAY 61, 56 FEET EAST-NORTHEAST OF THE EAST
 DK1483'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 59 FEET NORTH OF A
 DK1483'TELEPHONE POLE, 3 FEET SOUTHEAST OF A METAL WITNESS POST. IT IS SET IN
 DK1483'A DRILL HOLE IN THE NORTH END OF THE WEST HEADWALL OF A 4X5 FOOT BOX
 DK1483'CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO
 DK1483'REACH THE MARK FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 14 AND
 DK1483'U.S. HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S. HIGHWAY 61 FOR 2
 DK1483'MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1484 ***********************************************************************
 DK1484  DESIGNATION -  61 V 149 MSHD RESET 1974
 DK1484  PID         -  DK1484
 DK1484  STATE/COUNTY-  MS/SHARKEY
 DK1484  USGS QUAD   -  DELTA CITY (1968)
 DK1484
 DK1484                         *CURRENT SURVEY CONTROL
 DK1484  ___________________________________________________________________
 DK1484* NAD 83(1986)-  33 00 03.     (N)    090 50 14.     (W)     SCALED    
 DK1484* NAVD 88     -        31.98   (+/-2cm)     104.9    (feet)  VERTCON   
 DK1484  ___________________________________________________________________
 DK1484  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK1484  VERT ORDER  -  THIRD (See Below)
 DK1484
 DK1484.The horizontal coordinates were scaled from a topographic map and have
 DK1484.an estimated accuracy of +/- 6 seconds.
 DK1484
 DK1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1484.The vertical order pertains to the NGVD 29 superseded value.
 DK1484
 DK1484.The geoid height was determined by GEOID03.
 DK1484
 DK1484;                    North         East    Units  Estimated Accuracy
 DK1484;SPC MS W     -   388,250.      652,910.      MT  (+/- 180 meters Scaled)
 DK1484
 DK1484                          SUPERSEDED SURVEY CONTROL
 DK1484
 DK1484  NGVD 29 (??/??/??)   32.06   (m)          105.2    (f) RESET       3  
 DK1484
 DK1484.Superseded values are not recommended for survey control.
 DK1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1484.See file dsdata.txt to determine how the superseded data were derived.
 DK1484
 DK1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS020534(NAD 83)
 DK1484_MARKER: DB = BENCH MARK DISK
 DK1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1484_SP_SET: CULVERT
 DK1484_STAMPING: 61V149 RESET 1974
 DK1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1484
 DK1484  HISTORY     - Date     Condition        Report By
 DK1484  HISTORY     - 1974     MONUMENTED       NGS
 DK1484
 DK1484                          STATION DESCRIPTION
 DK1484
 DK1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1484'2 MI NNW FROM ANGUILLA.
 DK1484'THE MARK IS LOCATED 2 MILES NORTH-NORTHWEST OF ANGUILLA, ON THE EAST
 DK1484'SIDE OF U.S. HIGHWAY 61.  IT IS A STANDARD DISK, CRIMPED TO A 4 FOOT
 DK1484'SECTION OF COPPER ROD WITH A PLASTIC PIPE COLLAR AND SET FLUSH WITH
 DK1484'THE SURFACE OF THE GROUND.  143 FEET NORTHWEST OF A WOODEN POST WITH
 DK1484'CABLE WARNING SIGN, 56.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF U.S.
 DK1484'HIGHWAY 61, 1.5 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTHEAST OF A
 DK1484'METAL WITNESS POST AND SIGN AND 1 FOOT WEST-SOUTHWEST OF A METAL
 DK1484'WITNESS POST AND SIGN.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF
 DK1484'MISSISSIPPI STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO
 DK1484'NORTHWEST ON U.S. HIGHWAY 61 FOR 2.0 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1069 ***********************************************************************
 BW1069  DESIGNATION -  61 V 15
 BW1069  PID         -  BW1069
 BW1069  STATE/COUNTY-  MS/WILKINSON
 BW1069  USGS QUAD   -  LANEHEART (1988)
 BW1069
 BW1069                         *CURRENT SURVEY CONTROL
 BW1069  ___________________________________________________________________
 BW1069* NAD 83(1986)-  31 09 43.     (N)    091 16 40.     (W)     SCALED    
 BW1069* NAVD 88     -        68.88   (+/-2cm)     226.0    (feet)  VERTCON   
 BW1069  ___________________________________________________________________
 BW1069  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BW1069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1069
 BW1069.The horizontal coordinates were scaled from a topographic map and have
 BW1069.an estimated accuracy of +/- 6 seconds.
 BW1069
 BW1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1069.The vertical order pertains to the NGVD 29 superseded value.
 BW1069
 BW1069.The geoid height was determined by GEOID03.
 BW1069
 BW1069;                    North         East    Units  Estimated Accuracy
 BW1069;SPC MS W     -   184,620.      609,960.      MT  (+/- 180 meters Scaled)
 BW1069
 BW1069                          SUPERSEDED SURVEY CONTROL
 BW1069
 BW1069  NGVD 29 (??/??/92)   68.86   (m)          225.9    (f) COMPUTED    2 0
 BW1069
 BW1069.Superseded values are not recommended for survey control.
 BW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1069.See file dsdata.txt to determine how the superseded data were derived.
 BW1069
 BW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ641488(NAD 83)
 BW1069_MARKER: DD = SURVEY DISK
 BW1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1069_SP_SET: CULVERT
 BW1069_STAMPING: BM 61V-15 1969
 BW1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1069
 BW1069  HISTORY     - Date     Condition        Report By
 BW1069  HISTORY     - 1969     MONUMENTED       MSHD
 BW1069
 BW1069                          STATION DESCRIPTION
 BW1069
 BW1069'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1069'4 MI NE FROM WOODVILLE.
 BW1069'THE MARK IS LOCATED 4 MILES NORTHEAST OF WOODVILLE IN THE SOUTH END OF
 BW1069'THE EAST HEADWALL OF AN 11X6 FT. CONCRETE BOX CULVERT IN THE SOUTHWEST
 BW1069'1/4 OF SECTION 1, T 2N, R 2W.  IT IS 19 FEET NORTHEAST OF THE CENTER
 BW1069'OF HIGHWAY 61, 2 FEET NORTH OF A METAL WITNESS POST, SET IN A DRILLED
 BW1069'HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT
 BW1069'AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO REACH
 BW1069'FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN
 BW1069'STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF U.S.
 BW1069'HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 3.5
 BW1069'MILES TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1481 ***********************************************************************
 DK1481  DESIGNATION -  61 V 150 MSHD
 DK1481  PID         -  DK1481
 DK1481  STATE/COUNTY-  MS/SHARKEY
 DK1481  USGS QUAD   -  DELTA CITY (1968)
 DK1481
 DK1481                         *CURRENT SURVEY CONTROL
 DK1481  ___________________________________________________________________
 DK1481* NAD 83(1986)-  33 01 22.     (N)    090 50 52.     (W)     SCALED    
 DK1481* NAVD 88     -        34.320  (meters)     112.60   (feet)  ADJUSTED  
 DK1481  ___________________________________________________________________
 DK1481  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1481  DYNAMIC HT  -          34.284 (meters)     112.48  (feet)  COMP
 DK1481  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DK1481
 DK1481  VERT ORDER  -  SECOND    CLASS 0
 DK1481
 DK1481.The horizontal coordinates were scaled from a topographic map and have
 DK1481.an estimated accuracy of +/- 6 seconds.
 DK1481
 DK1481.The orthometric height was determined by differential leveling
 DK1481.and adjusted in June 1991.
 DK1481
 DK1481.The geoid height was determined by GEOID03.
 DK1481
 DK1481.The dynamic height is computed by dividing the NAVD 88
 DK1481.geopotential number by the normal gravity value computed on the
 DK1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1481.degrees latitude (g = 980.6199 gals.).
 DK1481
 DK1481.The modeled gravity was interpolated from observed gravity values.
 DK1481
 DK1481;                    North         East    Units  Estimated Accuracy
 DK1481;SPC MS W     -   390,680.      651,940.      MT  (+/- 180 meters Scaled)
 DK1481
 DK1481                          SUPERSEDED SURVEY CONTROL
 DK1481
 DK1481  NGVD 29 (??/??/??)   34.396  (m)          112.85   (f) ADJUSTED    2 0
 DK1481
 DK1481.Superseded values are not recommended for survey control.
 DK1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1481.See file dsdata.txt to determine how the superseded data were derived.
 DK1481
 DK1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS010558(NAD 83)
 DK1481_MARKER: DD = SURVEY DISK
 DK1481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1481_SP_SET: ABUTMENT
 DK1481_STAMPING: BM 61V150 1970
 DK1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1481
 DK1481  HISTORY     - Date     Condition        Report By
 DK1481  HISTORY     - 1970     MONUMENTED       MSHD
 DK1481  HISTORY     - 1971     GOOD             MSHD
 DK1481
 DK1481                          STATION DESCRIPTION
 DK1481
 DK1481'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1481'3.55 NNW FROM ANGUILLA.
 DK1481'THE MARK IS LOCATED 3.55 MILES NORTH-NORTHWEST OF ANGUILLA IN THE WEST
 DK1481'END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE NEAR NITTA YUMA. IT IS
 DK1481'15.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 61, 58.5 FEET EAST OF THE
 DK1481'EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 19 FEET NORTHEAST OF
 DK1481'A POWER POLE, 33 FEET EAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF
 DK1481'A METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN THE WEST END OF
 DK1481'THE SOUTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE
 DK1481'HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF MISSISSIPPI
 DK1481'STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S.
 DK1481'HIGHWAY 61 FOR 3.5 MILES TO A CONCRETE BRIDGE AND THE MARK IS ON THE
 DK1481'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8587 ***********************************************************************
 DJ8587  DESIGNATION -  61 V 150 MSHDX
 DJ8587  PID         -  DJ8587
 DJ8587  STATE/COUNTY-  MS/SHARKEY
 DJ8587  USGS QUAD   -  DELTA CITY (1968)
 DJ8587
 DJ8587                         *CURRENT SURVEY CONTROL
 DJ8587  ___________________________________________________________________
 DJ8587* NAD 83(2007)-  33 01 21.78517(N)    090 50 52.66287(W)     ADJUSTED  
 DJ8587* NAVD 88     -        34.17   (meters)     112.1    (feet)  LEVELING  
 DJ8587  ___________________________________________________________________
 DJ8587  EPOCH DATE  -        2002.00
 DJ8587  X           -     -79,221.657 (meters)                     COMP
 DJ8587  Y           -  -5,352,522.486 (meters)                     COMP
 DJ8587  Z           -   3,456,075.726 (meters)                     COMP
 DJ8587  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DJ8587  ELLIP HEIGHT-           7.872 (meters)          (02/15/08) ADJUSTED
 DJ8587  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DJ8587  HORZ ORDER  -  FIRST
 DJ8587  VERT ORDER  -  THIRD ?
 DJ8587  ELLP ORDER  -  FOURTH    CLASS II
 DJ8587
 DJ8587.The horizontal coordinates were established by GPS observations
 DJ8587.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8587
 DJ8587.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8587.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8587.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8587.The epoch date for horizontal control is a decimal equivalence
 DJ8587.of Year/Month/Day.
 DJ8587
 DJ8587.The orthometric height was determined by differential leveling.
 DJ8587.The vertical network tie was performed by a horz. field party for horz.
 DJ8587.obs reductions. Reset procedures were used to establish the elevation.
 DJ8587
 DJ8587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8587
 DJ8587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8587
 DJ8587.The ellipsoidal height was determined by GPS observations
 DJ8587.and is referenced to NAD 83.
 DJ8587
 DJ8587.The geoid height was determined by GEOID03.
 DJ8587
 DJ8587;                    North         East     Units Scale Factor Converg.
 DJ8587;SPC MS W     -   390,676.455   651,920.774   MT  0.99997849   -0 16 49.7
 DJ8587;SPC MS W     - 1,281,744.34  2,138,843.41   sFT  0.99997849   -0 16 49.7
 DJ8587;UTM  15      - 3,655,863.246   701,002.235   MT  1.00009817   +1 10 23.5
 DJ8587
 DJ8587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8587!SPC MS W     -   0.99999876  x   0.99997849  =   0.99997725
 DJ8587!UTM  15      -   0.99999876  x   1.00009817  =   1.00009693
 DJ8587
 DJ8587                          SUPERSEDED SURVEY CONTROL
 DJ8587
 DJ8587.No superseded survey control is available for this station.
 DJ8587
 DJ8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0100255863(NAD 83)
 DJ8587_MARKER: I = METAL ROD
 DJ8587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8587+WITH SETTING: INFORMATION.
 DJ8587_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8587_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8587+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DJ8587_ROD/PIPE-DEPTH:  0.6 meters
 DJ8587
 DJ8587  HISTORY     - Date     Condition        Report By
 DJ8587  HISTORY     - 20061219 MONUMENTED       EMCINC
 DJ8587
 DJ8587                          STATION DESCRIPTION
 DJ8587
 DJ8587'DESCRIBED BY EMC INCORPORATED 2006
 DJ8587'THE MARK IS LOCATED 3.55 MILES NORTH-NORTHWEST OF ANGUILLA, 125' SW OF
 DJ8587'THE SOUTHWEST CORNER OF A CONCRETE BRIDGE NEAR NITTA YUMA ON U.S.
 DJ8587'HIGHWAY 61, ON THE SOUTH SIDE OF A GRAVEL DRIVE HEADING WEST. SET 1/2
 DJ8587'IN IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1480 ***********************************************************************
 DK1480  DESIGNATION -  61 V 151 MSHD
 DK1480  PID         -  DK1480
 DK1480  STATE/COUNTY-  MS/SHARKEY
 DK1480  USGS QUAD   -  DELTA CITY (1968)
 DK1480
 DK1480                         *CURRENT SURVEY CONTROL
 DK1480  ___________________________________________________________________
 DK1480* NAD 83(1986)-  33 02 12.     (N)    090 50 50.     (W)     SCALED    
 DK1480* NAVD 88     -        33.393  (meters)     109.56   (feet)  ADJUSTED  
 DK1480  ___________________________________________________________________
 DK1480  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1480  DYNAMIC HT  -          33.357 (meters)     109.44  (feet)  COMP
 DK1480  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DK1480
 DK1480  VERT ORDER  -  SECOND    CLASS 0
 DK1480
 DK1480.The horizontal coordinates were scaled from a topographic map and have
 DK1480.an estimated accuracy of +/- 6 seconds.
 DK1480
 DK1480.The orthometric height was determined by differential leveling
 DK1480.and adjusted in June 1991.
 DK1480
 DK1480.The geoid height was determined by GEOID03.
 DK1480
 DK1480.The dynamic height is computed by dividing the NAVD 88
 DK1480.geopotential number by the normal gravity value computed on the
 DK1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1480.degrees latitude (g = 980.6199 gals.).
 DK1480
 DK1480.The modeled gravity was interpolated from observed gravity values.
 DK1480
 DK1480;                    North         East    Units  Estimated Accuracy
 DK1480;SPC MS W     -   392,220.      652,000.      MT  (+/- 180 meters Scaled)
 DK1480
 DK1480                          SUPERSEDED SURVEY CONTROL
 DK1480
 DK1480  NGVD 29 (??/??/??)   33.469  (m)          109.81   (f) ADJUSTED    2 0
 DK1480
 DK1480.Superseded values are not recommended for survey control.
 DK1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1480.See file dsdata.txt to determine how the superseded data were derived.
 DK1480
 DK1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS010574(NAD 83)
 DK1480_MARKER: DD = SURVEY DISK
 DK1480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1480_SP_SET: CULVERT
 DK1480_STAMPING: BM 61V151 1970
 DK1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1480
 DK1480  HISTORY     - Date     Condition        Report By
 DK1480  HISTORY     - 1970     MONUMENTED       MSHD
 DK1480  HISTORY     - 1971     GOOD             MSHD
 DK1480
 DK1480                          STATION DESCRIPTION
 DK1480
 DK1480'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1480'4.4 MI NNW FROM ANGUILLA.
 DK1480'THE MARK IS LOCATED 4.4 MILES NORTH-NORTHWEST OF ANGUILLA IN THE NORTH
 DK1480'END OF THE EAST HEADWALL OF A CULVERT, 0.9 MILE NORTH OF NITTA YUMA.
 DK1480'IT IS 22 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 21 FEET SOUTH OF
 DK1480'THE CENTER OF A RAMP, 110 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 DK1480'GUY WIRE, 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS SET IN A
 DK1480'DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 4X8 FOOT
 DK1480'CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK1480'HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF MISSISSIPPI
 DK1480'STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S.
 DK1480'HIGHWAY 61 FOR 3.6 MILES TO A SIDE ROAD LEFT IN NITTA YUMA. CONTINUE
 DK1480'NORTH ON U.S. HIGHWAY 61 0.8 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1479 ***********************************************************************
 DK1479  DESIGNATION -  61 V 151 MSHD RESET 1974
 DK1479  PID         -  DK1479
 DK1479  STATE/COUNTY-  MS/SHARKEY
 DK1479  USGS QUAD   -  DELTA CITY (1968)
 DK1479
 DK1479                         *CURRENT SURVEY CONTROL
 DK1479  ___________________________________________________________________
 DK1479* NAD 83(1986)-  33 02 13.     (N)    090 50 50.     (W)     SCALED    
 DK1479* NAVD 88     -        32.76   (+/-2cm)     107.5    (feet)  VERTCON   
 DK1479  ___________________________________________________________________
 DK1479  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1479  VERT ORDER  -  THIRD (See Below)
 DK1479
 DK1479.The horizontal coordinates were scaled from a topographic map and have
 DK1479.an estimated accuracy of +/- 6 seconds.
 DK1479
 DK1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1479.The vertical order pertains to the NGVD 29 superseded value.
 DK1479
 DK1479.The geoid height was determined by GEOID03.
 DK1479
 DK1479;                    North         East    Units  Estimated Accuracy
 DK1479;SPC MS W     -   392,250.      652,000.      MT  (+/- 180 meters Scaled)
 DK1479
 DK1479                          SUPERSEDED SURVEY CONTROL
 DK1479
 DK1479  NGVD 29 (??/??/??)   32.83   (m)          107.7    (f) RESET       3  
 DK1479
 DK1479.Superseded values are not recommended for survey control.
 DK1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1479.See file dsdata.txt to determine how the superseded data were derived.
 DK1479
 DK1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS010574(NAD 83)
 DK1479_MARKER: DD = SURVEY DISK
 DK1479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1479_STAMPING: 61V151 RESET 1974
 DK1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1479
 DK1479  HISTORY     - Date     Condition        Report By
 DK1479  HISTORY     - 1974     MONUMENTED       NGS
 DK1479
 DK1479                          STATION DESCRIPTION
 DK1479
 DK1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1479'4.4 MI NNW FROM ANGUILLA.
 DK1479'THE MARK IS LOCATED 4.4 MILES NORTH-NORTHWEST OF ANGUILLA, 0.9 MILE
 DK1479'NORTH OF NITTA YUMA.  IT IS A STANDARD DISK, CRIMPED TO A 4 FOOT
 DK1479'SECTION OF COPPER ROD WITH A PLASTIC PIPE COLLAR AND SET FLUSH WITH
 DK1479'THE SURFACE OF THE GROUND.  101 FEET NORTH-NORTHWEST OF A 36-INCH LONE
 DK1479'TREE, 82 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD, 61 FEET EAST OF
 DK1479'THE CENTERLINE OF U.S. HIGHWAY 61, 1.5 FEET NORTH OF A POWER POLE AND
 DK1479'1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  NOTE-- TO REACH THE
 DK1479'MARK FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 14 AND U.S.
 DK1479'HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S. HIGHWAY 61 FOR 4.5 MILES
 DK1479'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1478 ***********************************************************************
 DK1478  DESIGNATION -  61 V 152 MSHD
 DK1478  PID         -  DK1478
 DK1478  STATE/COUNTY-  MS/SHARKEY
 DK1478  USGS QUAD   -  DELTA CITY (1968)
 DK1478
 DK1478                         *CURRENT SURVEY CONTROL
 DK1478  ___________________________________________________________________
 DK1478* NAD 83(1986)-  33 02 34.     (N)    090 50 51.     (W)     SCALED    
 DK1478* NAVD 88     -        33.411  (meters)     109.62   (feet)  ADJUSTED  
 DK1478  ___________________________________________________________________
 DK1478  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1478  DYNAMIC HT  -          33.376 (meters)     109.50  (feet)  COMP
 DK1478  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DK1478
 DK1478  VERT ORDER  -  SECOND    CLASS 0
 DK1478
 DK1478.The horizontal coordinates were scaled from a topographic map and have
 DK1478.an estimated accuracy of +/- 6 seconds.
 DK1478
 DK1478.The orthometric height was determined by differential leveling
 DK1478.and adjusted in June 1991.
 DK1478
 DK1478.The geoid height was determined by GEOID03.
 DK1478
 DK1478.The dynamic height is computed by dividing the NAVD 88
 DK1478.geopotential number by the normal gravity value computed on the
 DK1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1478.degrees latitude (g = 980.6199 gals.).
 DK1478
 DK1478.The modeled gravity was interpolated from observed gravity values.
 DK1478
 DK1478;                    North         East    Units  Estimated Accuracy
 DK1478;SPC MS W     -   392,900.      651,980.      MT  (+/- 180 meters Scaled)
 DK1478
 DK1478                          SUPERSEDED SURVEY CONTROL
 DK1478
 DK1478  NGVD 29 (??/??/??)   33.487  (m)          109.87   (f) ADJUSTED    2 0
 DK1478
 DK1478.Superseded values are not recommended for survey control.
 DK1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1478.See file dsdata.txt to determine how the superseded data were derived.
 DK1478
 DK1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS010580(NAD 83)
 DK1478_MARKER: DD = SURVEY DISK
 DK1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1478_STAMPING: BM 61V152 1970
 DK1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1478+STABILITY: SURFACE MOTION
 DK1478
 DK1478  HISTORY     - Date     Condition        Report By
 DK1478  HISTORY     - 1970     MONUMENTED       MSHD
 DK1478  HISTORY     - 1971     GOOD             MSHD
 DK1478
 DK1478                          STATION DESCRIPTION
 DK1478
 DK1478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1478'4.95 MI NW FROM ANGUILLA.
 DK1478'THE MARK IS LOCATED 4.95 MILES NORTHWEST OF ANGUILLA JUST NORTH OF
 DK1478'VICKLAND STORE, 1.4 MILES NORTHWEST OF NITTA YUMA.  IT IS 100 FEET
 DK1478'WEST OF THE CENTER OF U.S. HIGHWAY 61, 56 FEET NORTH OF THE NORTHEAST
 DK1478'CORNER OF A METAL STORE, 4 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 DK1478'TRANSFORMER, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.  IT IS SET IN
 DK1478'THE TOP OF A 12 INCH ROUND CONCRETE POST AND PROJECTS 4 INCHES. NOTE--
 DK1478'TO REACH THE MARK FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 14
 DK1478'AND U.S. HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S. HIGHWAY 61 FOR 5
 DK1478'MILES TO MISSISSIPPI STATE HIGHWAY 434 ON THE RIGHT. THE MARK IS ON
 DK1478'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1477 ***********************************************************************
 DK1477  DESIGNATION -  61 V 153 MSHD
 DK1477  PID         -  DK1477
 DK1477  STATE/COUNTY-  MS/SHARKEY
 DK1477  USGS QUAD   -  DELTA CITY (1968)
 DK1477
 DK1477                         *CURRENT SURVEY CONTROL
 DK1477  ___________________________________________________________________
 DK1477* NAD 83(1986)-  33 03 25.     (N)    090 51 17.     (W)     SCALED    
 DK1477* NAVD 88     -        32.594  (meters)     106.94   (feet)  ADJUSTED  
 DK1477  ___________________________________________________________________
 DK1477  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1477  DYNAMIC HT  -          32.560 (meters)     106.82  (feet)  COMP
 DK1477  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 DK1477
 DK1477  VERT ORDER  -  SECOND    CLASS 0
 DK1477
 DK1477.The horizontal coordinates were scaled from a topographic map and have
 DK1477.an estimated accuracy of +/- 6 seconds.
 DK1477
 DK1477.The orthometric height was determined by differential leveling
 DK1477.and adjusted in June 1991.
 DK1477
 DK1477.The geoid height was determined by GEOID03.
 DK1477
 DK1477.The dynamic height is computed by dividing the NAVD 88
 DK1477.geopotential number by the normal gravity value computed on the
 DK1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1477.degrees latitude (g = 980.6199 gals.).
 DK1477
 DK1477.The modeled gravity was interpolated from observed gravity values.
 DK1477
 DK1477;                    North         East    Units  Estimated Accuracy
 DK1477;SPC MS W     -   394,480.      651,310.      MT  (+/- 180 meters Scaled)
 DK1477
 DK1477                          SUPERSEDED SURVEY CONTROL
 DK1477
 DK1477  NGVD 29 (??/??/??)   32.671  (m)          107.19   (f) ADJUSTED    2 0
 DK1477
 DK1477.Superseded values are not recommended for survey control.
 DK1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1477.See file dsdata.txt to determine how the superseded data were derived.
 DK1477
 DK1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS002596(NAD 83)
 DK1477_MARKER: DD = SURVEY DISK
 DK1477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1477_SP_SET: CULVERT
 DK1477_STAMPING: BM 61V153 1970
 DK1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1477
 DK1477  HISTORY     - Date     Condition        Report By
 DK1477  HISTORY     - 1970     MONUMENTED       MSHD
 DK1477  HISTORY     - 1971     GOOD             MSHD
 DK1477
 DK1477                          STATION DESCRIPTION
 DK1477
 DK1477'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1477'5.9 MI NW FROM ANGUILLA.
 DK1477'THE MARK IS LOCATED 5.9 MILES NORTHWEST OF ANGUILLA IN THE SOUTH END
 DK1477'OF THE WEST HEADWALL OF A CULVERT, 2.2 MILES NORTHWEST OF NITTA YUMA.
 DK1477'IT IS 21.5 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 99 FEET
 DK1477'WEST OF A POWER LINE POLE, 2 FEET NORTHWEST OF A METAL WITNESS POST.
 DK1477'IT IS SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A
 DK1477'5X3 FOOT DOUBLE BOX CULVERT AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 DK1477'HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF MISSISSIPPI
 DK1477'STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S.
 DK1477'HIGHWAY 61 FOR 6 MILES TO A SIDE ROAD RIGHT.  THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1476 ***********************************************************************
 DK1476  DESIGNATION -  61 V 153 MSHD RESET 1974
 DK1476  PID         -  DK1476
 DK1476  STATE/COUNTY-  MS/SHARKEY
 DK1476  USGS QUAD   -  DELTA CITY (1968)
 DK1476
 DK1476                         *CURRENT SURVEY CONTROL
 DK1476  ___________________________________________________________________
 DK1476* NAD 83(1986)-  33 03 25.     (N)    090 51 17.     (W)     SCALED    
 DK1476* NAVD 88     -        32.34   (+/-2cm)     106.1    (feet)  VERTCON   
 DK1476  ___________________________________________________________________
 DK1476  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1476  VERT ORDER  -  THIRD (See Below)
 DK1476
 DK1476.The horizontal coordinates were scaled from a topographic map and have
 DK1476.an estimated accuracy of +/- 6 seconds.
 DK1476
 DK1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1476.The vertical order pertains to the NGVD 29 superseded value.
 DK1476
 DK1476.The geoid height was determined by GEOID03.
 DK1476
 DK1476;                    North         East    Units  Estimated Accuracy
 DK1476;SPC MS W     -   394,480.      651,310.      MT  (+/- 180 meters Scaled)
 DK1476
 DK1476                          SUPERSEDED SURVEY CONTROL
 DK1476
 DK1476  NGVD 29 (??/??/??)   32.41   (m)          106.3    (f) RESET       3  
 DK1476
 DK1476.Superseded values are not recommended for survey control.
 DK1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1476.See file dsdata.txt to determine how the superseded data were derived.
 DK1476
 DK1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS002596(NAD 83)
 DK1476_MARKER: DD = SURVEY DISK
 DK1476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1476_STAMPING: 61V153 RESET 1974
 DK1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1476
 DK1476  HISTORY     - Date     Condition        Report By
 DK1476  HISTORY     - 1974     MONUMENTED       NGS
 DK1476
 DK1476                          STATION DESCRIPTION
 DK1476
 DK1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1476'5.9 MI NW FROM ANGUILLA.
 DK1476'THE MARK IS LOCATED 5.9 MILES NORTHWEST OF ANGUILLA, ON THE WEST SIDE
 DK1476'OF U.S. HIGHWAY 61.  IT IS A STANDARD DISK, CRIMPED TO A 4 FOOT
 DK1476'SECTION OF COPPER ROD WITH A PLASTIC COLLAR AND SET FLUSH WITH THE
 DK1476'SURFACE OF THE GROUND.  151 FEET NORTHWEST OF THE PROJECTED CENTERLINE
 DK1476'OF A GRAVEL ROAD LEADING NORTHEAST, 61 FEET SOUTHWEST OF THE
 DK1476'CENTERLINE OF U.S. HIGHWAY 61, 1.5 FEET NORTHWEST OF A POWER POLE, 1
 DK1476'FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN AND 1 FOOT NORTHEAST
 DK1476'OF A METAL WITNESS POST AND SIGN.  NOTE-- TO REACH THE MARK FROM THE
 DK1476'JUNCTION OF MISSISSIPPI STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN
 DK1476'ANGUILLA, GO NORTHWEST ON U.S. HIGHWAY 61 FOR 6.0 MILES TO THE MARK ON
 DK1476'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1472 ***********************************************************************
 DK1472  DESIGNATION -  61 V 154 MSHD
 DK1472  PID         -  DK1472
 DK1472  STATE/COUNTY-  MS/SHARKEY
 DK1472  USGS QUAD   -  DELTA CITY (1968)
 DK1472
 DK1472                         *CURRENT SURVEY CONTROL
 DK1472  ___________________________________________________________________
 DK1472* NAD 83(1986)-  33 04 02.     (N)    090 51 58.     (W)     SCALED    
 DK1472* NAVD 88     -        34.200  (meters)     112.20   (feet)  ADJUSTED  
 DK1472  ___________________________________________________________________
 DK1472  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1472  DYNAMIC HT  -          34.163 (meters)     112.08  (feet)  COMP
 DK1472  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DK1472
 DK1472  VERT ORDER  -  SECOND    CLASS 0
 DK1472
 DK1472.The horizontal coordinates were scaled from a topographic map and have
 DK1472.an estimated accuracy of +/- 6 seconds.
 DK1472
 DK1472.The orthometric height was determined by differential leveling
 DK1472.and adjusted in June 1991.
 DK1472
 DK1472.The geoid height was determined by GEOID03.
 DK1472
 DK1472.The dynamic height is computed by dividing the NAVD 88
 DK1472.geopotential number by the normal gravity value computed on the
 DK1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1472.degrees latitude (g = 980.6199 gals.).
 DK1472
 DK1472.The modeled gravity was interpolated from observed gravity values.
 DK1472
 DK1472;                    North         East    Units  Estimated Accuracy
 DK1472;SPC MS W     -   395,620.      650,250.      MT  (+/- 180 meters Scaled)
 DK1472
 DK1472                          SUPERSEDED SURVEY CONTROL
 DK1472
 DK1472  NGVD 29 (??/??/??)   34.276  (m)          112.45   (f) ADJUSTED    2 0
 DK1472
 DK1472.Superseded values are not recommended for survey control.
 DK1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1472.See file dsdata.txt to determine how the superseded data were derived.
 DK1472
 DK1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS992607(NAD 83)
 DK1472_MARKER: DD = SURVEY DISK
 DK1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1472_STAMPING: BM 61V154 1970
 DK1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1472+STABILITY: SURFACE MOTION
 DK1472
 DK1472  HISTORY     - Date     Condition        Report By
 DK1472  HISTORY     - 1970     MONUMENTED       MSHD
 DK1472  HISTORY     - 1971     GOOD             MSHD
 DK1472
 DK1472                          STATION DESCRIPTION
 DK1472
 DK1472'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1472'6.8 MI NW FROM ANGUILLA.
 DK1472'THE MARK IS LOCATED 6.8 MILES NORTHWEST OF ANGUILLA IN THE SOUTH ANGLE
 DK1472'OF A CROSSROADS IN THE COMMUNITY OF PANTHER BURN IN THE NORTHEAST 1/4
 DK1472'OF SECTION 13, T14N, R7W.  IT IS 78 FEET SOUTH OF THE CENTER OF A
 DK1472'CROSSROADS, 59 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 51
 DK1472'FEET SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD, 10 FEET SOUTHEAST OF
 DK1472'THE NORTH CORNER OF A METAL FENCE, 15 FEET NORTHEAST OF A 12 INCH ELM,
 DK1472'1.5 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST
 DK1472'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES. NOTE-- TO REACH
 DK1472'THE MARK FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 14 AND U.S.
 DK1472'HIGHWAY 61 IN ANGUILLA, GO NORTHWEST ON U.S. HIGHWAY 61 FOR 7.4 MILES
 DK1472'TO A CROSSROADS.  THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1486 ***********************************************************************
 DK1486  DESIGNATION -  61 V 155 MSHD
 DK1486  PID         -  DK1486
 DK1486  STATE/COUNTY-  MS/SHARKEY
 DK1486  USGS QUAD   -  PERCY (1967)
 DK1486
 DK1486                         *CURRENT SURVEY CONTROL
 DK1486  ___________________________________________________________________
 DK1486* NAD 83(1986)-  33 05 19.     (N)    090 52 42.     (W)     SCALED    
 DK1486* NAVD 88     -        34.027  (meters)     111.64   (feet)  ADJUSTED  
 DK1486  ___________________________________________________________________
 DK1486  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK1486  DYNAMIC HT  -          33.991 (meters)     111.52  (feet)  COMP
 DK1486  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 DK1486
 DK1486  VERT ORDER  -  SECOND    CLASS 0
 DK1486
 DK1486.The horizontal coordinates were scaled from a topographic map and have
 DK1486.an estimated accuracy of +/- 6 seconds.
 DK1486
 DK1486.The orthometric height was determined by differential leveling
 DK1486.and adjusted in June 1991.
 DK1486
 DK1486.The geoid height was determined by GEOID03.
 DK1486
 DK1486.The dynamic height is computed by dividing the NAVD 88
 DK1486.geopotential number by the normal gravity value computed on the
 DK1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1486.degrees latitude (g = 980.6199 gals.).
 DK1486
 DK1486.The modeled gravity was interpolated from observed gravity values.
 DK1486
 DK1486;                    North         East    Units  Estimated Accuracy
 DK1486;SPC MS W     -   398,000.      649,120.      MT  (+/- 180 meters Scaled)
 DK1486
 DK1486                          SUPERSEDED SURVEY CONTROL
 DK1486
 DK1486  NGVD 29 (??/??/??)   34.104  (m)          111.89   (f) ADJUSTED    2 0
 DK1486
 DK1486.Superseded values are not recommended for survey control.
 DK1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1486.See file dsdata.txt to determine how the superseded data were derived.
 DK1486
 DK1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS980631(NAD 83)
 DK1486_MARKER: DD = SURVEY DISK
 DK1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1486_STAMPING: BM 61V 155 1970
 DK1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1486+STABILITY: SURFACE MOTION
 DK1486
 DK1486  HISTORY     - Date     Condition        Report By
 DK1486  HISTORY     - 1970     MONUMENTED       MSHD
 DK1486  HISTORY     - 1971     GOOD             MSHD
 DK1486
 DK1486                          STATION DESCRIPTION
 DK1486
 DK1486'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1486'5.6 MI SW FROM HOLLANDALE.
 DK1486'THE MARK IS LOCATED 5.6 MILES SOUTHWEST OF HOLLANDALE ON THE EAST
 DK1486'R.O.W. OF THE ILLINOIS CENTRAL RAILROAD TRACK, 8.4 MILES NORTHWEST OF
 DK1486'ANGUILLA IN THE SOUTHWEST 1/4 OF SECTION 1, T14N, R7W.  IT IS 62 FEET
 DK1486'WEST OF THE CENTER OF U.S. HIGHWAY 61, 15 FEET EAST OF THE EAST RAIL,
 DK1486'18 FEET NORTH OF THE CENTER OF A PRIVATE ROAD, 15 FEET WEST OF A
 DK1486'TELEPHONE LINE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS
 DK1486'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 DK1486'HIGHWAY ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 4
 DK1486'INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 DK1486'HOLLANDALE GO SOUTH ON EAST AVENUE FOR 0.75 MILE TO THE INTERSECTION
 DK1486'OF U.S. HIGHWAY 61.  TURN RIGHT AND CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK1486'61 FOR 4.8 MILES TO THE JUNCTION OF STATE HIGHWAY 436. CONTINUE
 DK1486'SOUTHEAST ON U.S. HIGHWAY 61 FOR 0.7 MILE TO A PRIVATE ROAD. THE MARK
 DK1486'IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1485 ***********************************************************************
 DK1485  DESIGNATION -  61 V 156 MSHD
 DK1485  PID         -  DK1485
 DK1485  STATE/COUNTY-  MS/WASHINGTON
 DK1485  USGS QUAD   -  PERCY (1967)
 DK1485
 DK1485                         *CURRENT SURVEY CONTROL
 DK1485  ___________________________________________________________________
 DK1485* NAD 83(1986)-  33 06 14.     (N)    090 52 51.     (W)     SCALED    
 DK1485* NAVD 88     -        34.854  (meters)     114.35   (feet)  ADJUSTED  
 DK1485  ___________________________________________________________________
 DK1485  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1485  DYNAMIC HT  -          34.817 (meters)     114.23  (feet)  COMP
 DK1485  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DK1485
 DK1485  VERT ORDER  -  SECOND    CLASS 0
 DK1485
 DK1485.The horizontal coordinates were scaled from a topographic map and have
 DK1485.an estimated accuracy of +/- 6 seconds.
 DK1485
 DK1485.The orthometric height was determined by differential leveling
 DK1485.and adjusted in June 1991.
 DK1485
 DK1485.The geoid height was determined by GEOID03.
 DK1485
 DK1485.The dynamic height is computed by dividing the NAVD 88
 DK1485.geopotential number by the normal gravity value computed on the
 DK1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1485.degrees latitude (g = 980.6199 gals.).
 DK1485
 DK1485.The modeled gravity was interpolated from observed gravity values.
 DK1485
 DK1485;                    North         East    Units  Estimated Accuracy
 DK1485;SPC MS W     -   399,690.      648,900.      MT  (+/- 180 meters Scaled)
 DK1485
 DK1485                          SUPERSEDED SURVEY CONTROL
 DK1485
 DK1485  NGVD 29 (??/??/??)   34.931  (m)          114.60   (f) ADJUSTED    2 0
 DK1485
 DK1485.Superseded values are not recommended for survey control.
 DK1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1485.See file dsdata.txt to determine how the superseded data were derived.
 DK1485
 DK1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS977648(NAD 83)
 DK1485_MARKER: DD = SURVEY DISK
 DK1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1485_STAMPING: BM61V156 1970
 DK1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1485+STABILITY: SURFACE MOTION
 DK1485
 DK1485  HISTORY     - Date     Condition        Report By
 DK1485  HISTORY     - 1970     MONUMENTED       MSHD
 DK1485  HISTORY     - 1971     GOOD             MSHD
 DK1485
 DK1485                          STATION DESCRIPTION
 DK1485
 DK1485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1485'4.7 MI SW FROM HOLLANDALE.
 DK1485'THE MARK IS LOCATED 4.7 MILES SOUTHWEST OF HOLLANDALE IN THE NORTHWEST
 DK1485'CORNER OF THE GROUNDS OF A WHITE FRAME CHURCH ABOUT 100 YARDS NORTH OF
 DK1485'DEER CREEK 0.6 MILE SOUTHWEST OF PERCY NEAR THE CENTER OF THE EAST
 DK1485'SIDE OF SECTION 35, T15N, R7W.  IT IS 291 FEET SOUTHEAST OF THE CENTER
 DK1485'OF U.S. HIGHWAY 61, 147 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 160
 DK1485'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 92 FEET WEST OF THE
 DK1485'NORTHWEST CORNER OF A WHITE FRAME CHURCH, 43 FEET SOUTHWEST OF A POWER
 DK1485'LINE SERVICE POLE, 7 FEET SOUTH OF A 40 INCH OAK, 1 FOOT SOUTH OF A
 DK1485'METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DK1485'POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4
 DK1485'INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 DK1485'HOLLANDALE, GO SOUTH ON EAST AVENUE FOR 0.75 MILE TO THE INTERSECTION
 DK1485'OF U.S. HIGHWAY 61.  TURN RIGHT AND CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK1485'61 FOR 4.3 MILES TO A SIDE ROAD AND THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1500 ***********************************************************************
 DK1500  DESIGNATION -  61 V 157 MSHD
 DK1500  PID         -  DK1500
 DK1500  STATE/COUNTY-  MS/WASHINGTON
 DK1500  USGS QUAD   -  HOLLANDALE (1968)
 DK1500
 DK1500                         *CURRENT SURVEY CONTROL
 DK1500  ___________________________________________________________________
 DK1500* NAD 83(1986)-  33 07 40.     (N)    090 51 44.     (W)     SCALED    
 DK1500* NAVD 88     -        34.483  (meters)     113.13   (feet)  ADJUSTED  
 DK1500  ___________________________________________________________________
 DK1500  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK1500  DYNAMIC HT  -          34.446 (meters)     113.01  (feet)  COMP
 DK1500  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DK1500
 DK1500  VERT ORDER  -  SECOND    CLASS 0
 DK1500
 DK1500.The horizontal coordinates were scaled from a topographic map and have
 DK1500.an estimated accuracy of +/- 6 seconds.
 DK1500
 DK1500.The orthometric height was determined by differential leveling
 DK1500.and adjusted in June 1991.
 DK1500
 DK1500.The geoid height was determined by GEOID03.
 DK1500
 DK1500.The dynamic height is computed by dividing the NAVD 88
 DK1500.geopotential number by the normal gravity value computed on the
 DK1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1500.degrees latitude (g = 980.6199 gals.).
 DK1500
 DK1500.The modeled gravity was interpolated from observed gravity values.
 DK1500
 DK1500;                    North         East    Units  Estimated Accuracy
 DK1500;SPC MS W     -   402,330.      650,650.      MT  (+/- 180 meters Scaled)
 DK1500
 DK1500                          SUPERSEDED SURVEY CONTROL
 DK1500
 DK1500  NGVD 29 (??/??/??)   34.555  (m)          113.37   (f) ADJUSTED    2 0
 DK1500
 DK1500.Superseded values are not recommended for survey control.
 DK1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1500.See file dsdata.txt to determine how the superseded data were derived.
 DK1500
 DK1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS994674(NAD 83)
 DK1500_MARKER: DD = SURVEY DISK
 DK1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1500_STAMPING: BM 61V157 1970
 DK1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1500+STABILITY: SURFACE MOTION
 DK1500
 DK1500  HISTORY     - Date     Condition        Report By
 DK1500  HISTORY     - 1970     MONUMENTED       MSHD
 DK1500  HISTORY     - 1971     GOOD             MSHD
 DK1500
 DK1500                          STATION DESCRIPTION
 DK1500
 DK1500'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1500'2.7 MI SW FROM HOLLANDALE.
 DK1500'THE MARK IS LOCATED 2.7 MILES SOUTHWEST OF HOLLANDALE ON THE WEST
 DK1500'R.O.W. OF U.S. HIGHWAY 61.  IT IS 78.5 FEET WEST OF THE CENTER OF U.S.
 DK1500'HIGHWAY 61, 25 FEET NORTH OF THE CENTER OF A DRIVEWAY, 4.5 FEET
 DK1500'NORTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE, 5 FEET
 DK1500'NORTHWEST OF A POWER LINE POLE, 1 FOOT WEST OF A METAL WITNESS POST,
 DK1500'50 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GREEN CONCRETE BLOCK
 DK1500'HOUSE, 55 FEET SOUTH OF A R.O.W. MARKER.  IT IS SET IN THE TOP OF A 12
 DK1500'INCH ROUND CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY
 DK1500'AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK FROM THE U.S.
 DK1500'POST OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST AVENUE FOR 0.75 MILE
 DK1500'TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT AND CONTINUE
 DK1500'SOUTHWEST ON U.S. HIGHWAY 61 FOR 2.2 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1499 ***********************************************************************
 DK1499  DESIGNATION -  61 V 158 MSHD
 DK1499  PID         -  DK1499
 DK1499  STATE/COUNTY-  MS/WASHINGTON
 DK1499  USGS QUAD   -  HOLLANDALE (1968)
 DK1499
 DK1499                         *CURRENT SURVEY CONTROL
 DK1499  ___________________________________________________________________
 DK1499* NAD 83(1986)-  33 08 30.     (N)    090 51 27.     (W)     SCALED    
 DK1499* NAVD 88     -        33.915  (meters)     111.27   (feet)  ADJUSTED  
 DK1499  ___________________________________________________________________
 DK1499  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK1499  DYNAMIC HT  -          33.879 (meters)     111.15  (feet)  COMP
 DK1499  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DK1499
 DK1499  VERT ORDER  -  SECOND    CLASS 0
 DK1499
 DK1499.The horizontal coordinates were scaled from a topographic map and have
 DK1499.an estimated accuracy of +/- 6 seconds.
 DK1499
 DK1499.The orthometric height was determined by differential leveling
 DK1499.and adjusted in June 1991.
 DK1499
 DK1499.The geoid height was determined by GEOID03.
 DK1499
 DK1499.The dynamic height is computed by dividing the NAVD 88
 DK1499.geopotential number by the normal gravity value computed on the
 DK1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1499.degrees latitude (g = 980.6199 gals.).
 DK1499
 DK1499.The modeled gravity was interpolated from observed gravity values.
 DK1499
 DK1499;                    North         East    Units  Estimated Accuracy
 DK1499;SPC MS W     -   403,870.      651,100.      MT  (+/- 180 meters Scaled)
 DK1499
 DK1499                          SUPERSEDED SURVEY CONTROL
 DK1499
 DK1499  NGVD 29 (??/??/??)   33.988  (m)          111.51   (f) ADJUSTED    2 0
 DK1499
 DK1499.Superseded values are not recommended for survey control.
 DK1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1499.See file dsdata.txt to determine how the superseded data were derived.
 DK1499
 DK1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS998690(NAD 83)
 DK1499_MARKER: DD = SURVEY DISK
 DK1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1499_STAMPING: BM 61V158 1970
 DK1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1499+STABILITY: SURFACE MOTION
 DK1499
 DK1499  HISTORY     - Date     Condition        Report By
 DK1499  HISTORY     - 1970     MONUMENTED       MSHD
 DK1499  HISTORY     - 1971     GOOD             MSHD
 DK1499
 DK1499                          STATION DESCRIPTION
 DK1499
 DK1499'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1499'1.6 MI S FROM HOLLANDALE.
 DK1499'THE MARK IS LOCATED 1.6 MILES SOUTH OF HOLLANDALE NEAR THE NORTHEAST
 DK1499'CORNER OF A FENCE AROUND A POWER SUB. STATION OF MISSISSIPPI POWER AND
 DK1499'LIGHT COMPANY.  IT IS 203 FEET WEST OF THE CENTER OF U.S. HIGHWAY 61,
 DK1499'6.5 FEET EAST OF THE NORTHEAST CORNER IN LINE WITH THE NORTH FENCE
 DK1499'AROUND A POWER SUB. STATION, 81 FEET NORTH OF THE CENTER OF A DRIVEWAY
 DK1499'LEADING TO THE SUB. STATION, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 DK1499'POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 4
 DK1499'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 DK1499'NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN HOLLANDALE, GO
 DK1499'SOUTHEAST ON EAST AVENUE FOR 0.75 MILE TO THE INTERSECTION OF U.S.
 DK1499'HIGHWAY 61.  TURN RIGHT AND CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR
 DK1499'1.2 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1494 ***********************************************************************
 DK1494  CBN         -  This is a Cooperative Base Network Control Station.
 DK1494  DESIGNATION -  61 V 159
 DK1494  PID         -  DK1494
 DK1494  STATE/COUNTY-  MS/WASHINGTON
 DK1494  USGS QUAD   -  HOLLANDALE (1968)
 DK1494
 DK1494                         *CURRENT SURVEY CONTROL
 DK1494  ___________________________________________________________________
 DK1494* NAD 83(2007)-  33 09 29.40882(N)    090 50 58.75089(W)     ADJUSTED  
 DK1494* NAVD 88     -        35.394  (meters)     116.12   (feet)  ADJUSTED  
 DK1494  ___________________________________________________________________
 DK1494  EPOCH DATE  -        2002.00
 DK1494  X           -     -79,258.034 (meters)                     COMP
 DK1494  Y           -  -5,344,320.339 (meters)                     COMP
 DK1494  Z           -   3,468,662.209 (meters)                     COMP
 DK1494  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DK1494  ELLIP HEIGHT-           8.982 (meters)          (02/15/08) ADJUSTED
 DK1494  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK1494  DYNAMIC HT  -          35.356 (meters)     116.00  (feet)  COMP
 DK1494  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DK1494
 DK1494  HORZ ORDER  -  FIRST
 DK1494  VERT ORDER  -  SECOND    CLASS 0
 DK1494  ELLP ORDER  -  FOURTH    CLASS II
 DK1494
 DK1494.The horizontal coordinates were established by GPS observations
 DK1494.and adjusted by the EMC INCORPORATED in February 2008.
 DK1494
 DK1494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1494.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1494.The horizontal coordinates are valid at the epoch date displayed above.
 DK1494.The epoch date for horizontal control is a decimal equivalence
 DK1494.of Year/Month/Day.
 DK1494
 DK1494.The orthometric height was determined by differential leveling
 DK1494.and adjusted in June 1991.
 DK1494
 DK1494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1494
 DK1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1494
 DK1494.The ellipsoidal height was determined by GPS observations
 DK1494.and is referenced to NAD 83.
 DK1494
 DK1494.The geoid height was determined by GEOID03.
 DK1494
 DK1494.The dynamic height is computed by dividing the NAVD 88
 DK1494.geopotential number by the normal gravity value computed on the
 DK1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1494.degrees latitude (g = 980.6199 gals.).
 DK1494
 DK1494.The modeled gravity was interpolated from observed gravity values.
 DK1494
 DK1494;                    North         East     Units Scale Factor Converg.
 DK1494;SPC MS W     -   405,699.067   651,836.688   MT  0.99997859   -0 16 56.7
 DK1494;SPC MS W     - 1,331,031.02  2,138,567.53   sFT  0.99997859   -0 16 56.7
 DK1494;UTM  15      - 3,670,880.647   700,536.330   MT  1.00009585   +1 10 35.5
 DK1494
 DK1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1494!SPC MS W     -   0.99999859  x   0.99997859  =   0.99997718
 DK1494!UTM  15      -   0.99999859  x   1.00009585  =   1.00009444
 DK1494
 DK1494                          SUPERSEDED SURVEY CONTROL
 DK1494
 DK1494  NAD 83(2007)-  33 09 29.40794(N)    090 50 58.75081(W) AD(       ) 0
 DK1494  ELLIP H (02/10/07)    9.027  (m)                       GP(       )    
 DK1494  ELLIP H (04/15/02)    8.970  (m)                       GP(       ) 4 2
 DK1494  NAD 83(1993)-  33 09 29.40829(N)    090 50 58.75057(W) AD(       ) B
 DK1494  ELLIP H (02/15/02)    8.978  (m)                       GP(       ) 4 1
 DK1494  NAVD 88 (02/15/08)   35.39   (m)          116.1    (f) LEVELING    3  
 DK1494  NGVD 29 (??/??/??)   35.467  (m)          116.36   (f) ADJUSTED    2 0
 DK1494
 DK1494.Superseded values are not recommended for survey control.
 DK1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1494.See file dsdata.txt to determine how the superseded data were derived.
 DK1494
 DK1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0053670881(NAD 83)
 DK1494_MARKER: DD = SURVEY DISK
 DK1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1494_SP_SET: SET IN A LIGHT STRUCTURE
 DK1494_STAMPING: BM 61V159 1970
 DK1494_MARK LOGO: MSHD  
 DK1494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1494+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 DK1494
 DK1494  HISTORY     - Date     Condition        Report By
 DK1494  HISTORY     - 1970     MONUMENTED       MSHD
 DK1494  HISTORY     - 1971     GOOD             MSHD
 DK1494  HISTORY     - 20000228 GOOD             MSHD
 DK1494  HISTORY     - 20070128 GOOD             EMCINC
 DK1494
 DK1494                          STATION DESCRIPTION
 DK1494
 DK1494'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1494'0.8 MI SE FROM HOLLANDALE.
 DK1494'THE MARK IS LOCATED 0.8 MILE SOUTHEAST OF HOLLANDALE IN THE SOUTHWEST
 DK1494'ANGLE OF THE INTERSECTION OF OLD U.S. HIGHWAY 61 AND NEW U.S. HIGHWAY
 DK1494'61 IN A TRIANGULAR PLOT OF GROUND SURROUNDED BY A CURB.  IT IS 36 FEET
 DK1494'WEST OF THE CENTER OF THE INTERSECTION, 32 FEET NORTHWEST OF THE
 DK1494'CENTER OF NEW U.S. HIGHWAY 61, 34 FEET SOUTHWEST OF THE CENTER OF OLD
 DK1494'U.S. HIGHWAY 61, 18 FEET EAST OF THE CENTER OF A BYPASS ROAD, 2 FEET
 DK1494'NORTHWEST OF A METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN A
 DK1494'MASS OF CONCRETE ABOUT 2 FEET IN DIAMETER, ABOUT 1 FOOT ABOVE THE
 DK1494'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH THE MARK
 DK1494'FROM THE U.S. POST OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST AVENUE
 DK1494'FOR 0.75 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61 AND THE MARK IS
 DK1494'ON THE RIGHT.
 DK1494
 DK1494                          STATION RECOVERY (2000)
 DK1494
 DK1494'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK1494'RECOVERED AS DESCRIBED.
 DK1494
 DK1494                          STATION RECOVERY (2007)
 DK1494
 DK1494'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1070 ***********************************************************************
 BW1070  DESIGNATION -  61 V 16
 BW1070  PID         -  BW1070
 BW1070  STATE/COUNTY-  MS/WILKINSON
 BW1070  USGS QUAD   -  LANEHEART (1988)
 BW1070
 BW1070                         *CURRENT SURVEY CONTROL
 BW1070  ___________________________________________________________________
 BW1070* NAD 83(1986)-  31 10 19.     (N)    091 16 58.     (W)     SCALED    
 BW1070* NAVD 88     -        58.98   (+/-2cm)     193.5    (feet)  VERTCON   
 BW1070  ___________________________________________________________________
 BW1070  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BW1070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1070
 BW1070.The horizontal coordinates were scaled from a topographic map and have
 BW1070.an estimated accuracy of +/- 6 seconds.
 BW1070
 BW1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1070.The vertical order pertains to the NGVD 29 superseded value.
 BW1070
 BW1070.The geoid height was determined by GEOID03.
 BW1070
 BW1070;                    North         East    Units  Estimated Accuracy
 BW1070;SPC MS W     -   185,730.      609,490.      MT  (+/- 180 meters Scaled)
 BW1070
 BW1070                          SUPERSEDED SURVEY CONTROL
 BW1070
 BW1070  NGVD 29 (??/??/92)   58.96   (m)          193.4    (f) COMPUTED    2 0
 BW1070
 BW1070.Superseded values are not recommended for survey control.
 BW1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1070.See file dsdata.txt to determine how the superseded data were derived.
 BW1070
 BW1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ636499(NAD 83)
 BW1070_MARKER: DD = SURVEY DISK
 BW1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1070_SP_SET: CULVERT
 BW1070_STAMPING: BM 61V-16 1969
 BW1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1070
 BW1070  HISTORY     - Date     Condition        Report By
 BW1070  HISTORY     - 1969     MONUMENTED       MSHD
 BW1070
 BW1070                          STATION DESCRIPTION
 BW1070
 BW1070'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1070'4.7 MI N FROM WOODVILLE.
 BW1070'THE MARK IS LOCATED 4.7 MILES NORTH OF WOODVILLE IN THE SOUTH END OF
 BW1070'THE WEST HEADWALL OF A 6X6 FT. CONCRETE BOX CULVERT, IN THE NORTHEAST
 BW1070'1/4 OF SECTION 2, T 2N, R 2W. IT IS 21 FEET WEST OF THE CENTER OF
 BW1070'HIGHWAY 61, 13.5 FEET NORTHEAST OF A 20 INCH HICKORY, 1.5 FEET NORTH
 BW1070'OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE SOUTH END OF THE
 BW1070'WEST HEADWALL OF A CONCRETE BOX CULVERT AND IS ABOUT 3 FEET BELOW THE
 BW1070'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE WILKINSON COUNTY
 BW1070'COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW1070'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH)
 BW1070'AND CONTINUE ON U.S. HIGHWAY 61 FOR 5.4 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1493 ***********************************************************************
 DK1493  DESIGNATION -  61 V 160 MSHD
 DK1493  PID         -  DK1493
 DK1493  STATE/COUNTY-  MS/WASHINGTON
 DK1493  USGS QUAD   -  HOLLANDALE (1968)
 DK1493
 DK1493                         *CURRENT SURVEY CONTROL
 DK1493  ___________________________________________________________________
 DK1493* NAD 83(1986)-  33 10 03.     (N)    090 50 38.     (W)     SCALED    
 DK1493* NAVD 88     -        34.830  (meters)     114.27   (feet)  ADJUSTED  
 DK1493  ___________________________________________________________________
 DK1493  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1493  DYNAMIC HT  -          34.793 (meters)     114.15  (feet)  COMP
 DK1493  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DK1493
 DK1493  VERT ORDER  -  SECOND    CLASS 0
 DK1493
 DK1493.The horizontal coordinates were scaled from a topographic map and have
 DK1493.an estimated accuracy of +/- 6 seconds.
 DK1493
 DK1493.The orthometric height was determined by differential leveling
 DK1493.and adjusted in June 1991.
 DK1493
 DK1493.The geoid height was determined by GEOID03.
 DK1493
 DK1493.The dynamic height is computed by dividing the NAVD 88
 DK1493.geopotential number by the normal gravity value computed on the
 DK1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1493.degrees latitude (g = 980.6199 gals.).
 DK1493
 DK1493.The modeled gravity was interpolated from observed gravity values.
 DK1493
 DK1493;                    North         East    Units  Estimated Accuracy
 DK1493;SPC MS W     -   406,730.      652,380.      MT  (+/- 180 meters Scaled)
 DK1493
 DK1493                          SUPERSEDED SURVEY CONTROL
 DK1493
 DK1493  NGVD 29 (??/??/??)   34.903  (m)          114.51   (f) ADJUSTED    2 0
 DK1493
 DK1493.Superseded values are not recommended for survey control.
 DK1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1493.See file dsdata.txt to determine how the superseded data were derived.
 DK1493
 DK1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS010719(NAD 83)
 DK1493_MARKER: DD = SURVEY DISK
 DK1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1493_SP_SET: CULVERT
 DK1493_STAMPING: BM 61V 160 1970
 DK1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1493
 DK1493  HISTORY     - Date     Condition        Report By
 DK1493  HISTORY     - 1970     MONUMENTED       MSHD
 DK1493  HISTORY     - 1971     GOOD             MSHD
 DK1493
 DK1493                          STATION DESCRIPTION
 DK1493
 DK1493'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1493'0.6 MI E FROM HOLLANDALE.
 DK1493'THE MARK IS LOCATED 0.6 MILE EAST OF HOLLANDALE IN THE NORTHWEST ANGLE
 DK1493'OF THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 12 IN THE
 DK1493'WEST END ON THE NORTH HEADWALL OF A CONCRETE CULVERT.  IT IS 137.5
 DK1493'FEET WEST OF THE CENTER OF THE INTERSECTION, 141 FEET SOUTHWEST OF THE
 DK1493'CENTER OF U.S. HIGHWAY 61, 66 FEET NORTH OF THE CENTER OF STATE
 DK1493'HIGHWAY 12, 24 FEET NORTHWEST OF THE CENTER OF AN EXIT ROAD, 1 FOOT
 DK1493'EAST OF A METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN THE WEST
 DK1493'END OF THE NORTH HEADWALL OF A 48 INCH DOUBLE CONCRETE PIPE CULVERT
 DK1493'UNDER STATE HIGHWAY 12 AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 DK1493'HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 DK1493'HOLLANDALE GO SOUTHEAST ON EAST AVENUE FOR 0.1 MILE TO THE
 DK1493'INTERSECTION OF CROUGH STREET (STATE HIGHWAY 12).  TURN LEFT AND
 DK1493'CONTINUE EAST ON CROUGH STREET FOR 0.5 MILE TO THE MARK ON THE LEFT
 DK1493'JUST BEFORE REACHING U.S. HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1492 ***********************************************************************
 DK1492  DESIGNATION -  61 V 161 MSHD
 DK1492  PID         -  DK1492
 DK1492  STATE/COUNTY-  MS/WASHINGTON
 DK1492  USGS QUAD   -  HOLLANDALE (1968)
 DK1492
 DK1492                         *CURRENT SURVEY CONTROL
 DK1492  ___________________________________________________________________
 DK1492* NAD 83(1986)-  33 10 43.     (N)    090 50 17.     (W)     SCALED    
 DK1492* NAVD 88     -        35.125  (meters)     115.24   (feet)  ADJUSTED  
 DK1492  ___________________________________________________________________
 DK1492  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1492  DYNAMIC HT  -          35.088 (meters)     115.12  (feet)  COMP
 DK1492  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 DK1492
 DK1492  VERT ORDER  -  SECOND    CLASS 0
 DK1492
 DK1492.The horizontal coordinates were scaled from a topographic map and have
 DK1492.an estimated accuracy of +/- 6 seconds.
 DK1492
 DK1492.The orthometric height was determined by differential leveling
 DK1492.and adjusted in June 1991.
 DK1492
 DK1492.The geoid height was determined by GEOID03.
 DK1492
 DK1492.The dynamic height is computed by dividing the NAVD 88
 DK1492.geopotential number by the normal gravity value computed on the
 DK1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1492.degrees latitude (g = 980.6199 gals.).
 DK1492
 DK1492.The modeled gravity was interpolated from observed gravity values.
 DK1492
 DK1492;                    North         East    Units  Estimated Accuracy
 DK1492;SPC MS W     -   407,960.      652,930.      MT  (+/- 180 meters Scaled)
 DK1492
 DK1492                          SUPERSEDED SURVEY CONTROL
 DK1492
 DK1492  NGVD 29 (??/??/??)   35.199  (m)          115.48   (f) ADJUSTED    2 0
 DK1492
 DK1492.Superseded values are not recommended for survey control.
 DK1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1492.See file dsdata.txt to determine how the superseded data were derived.
 DK1492
 DK1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS015731(NAD 83)
 DK1492_MARKER: DD = SURVEY DISK
 DK1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1492_SP_SET: CULVERT
 DK1492_STAMPING: BM 61V161 1970
 DK1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1492
 DK1492  HISTORY     - Date     Condition        Report By
 DK1492  HISTORY     - 1970     MONUMENTED       MSHD
 DK1492  HISTORY     - 1971     GOOD             MSHD
 DK1492
 DK1492                          STATION DESCRIPTION
 DK1492
 DK1492'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1492'1.4 MI NE FROM HOLLANDALE.
 DK1492'THE MARK IS LOCATED 1.4 MILES NORTHEAST OF HOLLANDALE IN THE SOUTH END
 DK1492'OF THE WEST HEADWALL OF A 36 INCH CONCRETE PIPE UNDER U.S. HIGHWAY 61.
 DK1492'IT IS 37 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 1.5 FEET
 DK1492'NORTHWEST OF A METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN THE
 DK1492'SOUTH END OF THE WEST HEADWALL OF A CULVERT AND IS ABOUT 3 FEET BELOW
 DK1492'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE U.S. POST
 DK1492'OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST AVENUE FOR 0.1 MILE TO THE
 DK1492'INTERSECTION OF CROUGH STREET (STATE HIGHWAY 12). TURN LEFT AND
 DK1492'CONTINUE EAST ON CROUGH STREET FOR 0.5 MILE TO THE INTERSECTION OF
 DK1492'U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTHEAST ON U.S. HIGHWAY 61
 DK1492'FOR 1.1 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1491 ***********************************************************************
 DK1491  DESIGNATION -  61 V 162 MSHD
 DK1491  PID         -  DK1491
 DK1491  STATE/COUNTY-  MS/WASHINGTON
 DK1491  USGS QUAD   -  HOLLANDALE (1968)
 DK1491
 DK1491                         *CURRENT SURVEY CONTROL
 DK1491  ___________________________________________________________________
 DK1491* NAD 83(1986)-  33 11 29.     (N)    090 50 36.     (W)     SCALED    
 DK1491* NAVD 88     -        34.879  (meters)     114.43   (feet)  ADJUSTED  
 DK1491  ___________________________________________________________________
 DK1491  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1491  DYNAMIC HT  -          34.842 (meters)     114.31  (feet)  COMP
 DK1491  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DK1491
 DK1491  VERT ORDER  -  SECOND    CLASS 0
 DK1491
 DK1491.The horizontal coordinates were scaled from a topographic map and have
 DK1491.an estimated accuracy of +/- 6 seconds.
 DK1491
 DK1491.The orthometric height was determined by differential leveling
 DK1491.and adjusted in June 1991.
 DK1491
 DK1491.The geoid height was determined by GEOID03.
 DK1491
 DK1491.The dynamic height is computed by dividing the NAVD 88
 DK1491.geopotential number by the normal gravity value computed on the
 DK1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1491.degrees latitude (g = 980.6199 gals.).
 DK1491
 DK1491.The modeled gravity was interpolated from observed gravity values.
 DK1491
 DK1491;                    North         East    Units  Estimated Accuracy
 DK1491;SPC MS W     -   409,380.      652,440.      MT  (+/- 180 meters Scaled)
 DK1491
 DK1491                          SUPERSEDED SURVEY CONTROL
 DK1491
 DK1491  NGVD 29 (??/??/??)   34.952  (m)          114.67   (f) ADJUSTED    2 0
 DK1491
 DK1491.Superseded values are not recommended for survey control.
 DK1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1491.See file dsdata.txt to determine how the superseded data were derived.
 DK1491
 DK1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS010745(NAD 83)
 DK1491_MARKER: DD = SURVEY DISK
 DK1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1491_SP_SET: CULVERT
 DK1491_STAMPING: BM 61V162 1970
 DK1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1491
 DK1491  HISTORY     - Date     Condition        Report By
 DK1491  HISTORY     - 1970     MONUMENTED       MSHD
 DK1491  HISTORY     - 1971     GOOD             MSHD
 DK1491
 DK1491                          STATION DESCRIPTION
 DK1491
 DK1491'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1491'2.1 MI NE FROM HOLLANDALE.
 DK1491'THE MARK IS LOCATED 2.1 MILES NORTHEAST OF HOLLANDALE IN THE NORTH END
 DK1491'OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 35 FEET EAST OF
 DK1491'THE CENTER OF U.S. HIGHWAY 61, 34 FEET NORTH OF THE CENTER OF A FIELD
 DK1491'ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS SET IN A DRILL
 DK1491'HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 7X4 FEET BOX CULVERT
 DK1491'AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 DK1491'THE MARK FROM THE U.S. POST OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST
 DK1491'AVENUE FOR 0.1 MILE TO THE INTERSECTION OF CROUGH STREET (STATE
 DK1491'HIGHWAY 12).  TURN LEFT AND CONTINUE EAST ON CROUGH STREET FOR 0.5
 DK1491'MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE
 DK1491'NORTHEAST ON U.S. HIGHWAY 61 FOR 1.1 MILE TO A CROSSROAD, CONTINUE
 DK1491'NORTHWEST ON U.S. HIGHWAY 61 FOR 0.75 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1490 ***********************************************************************
 DK1490  DESIGNATION -  61 V 163 MSHD
 DK1490  PID         -  DK1490
 DK1490  STATE/COUNTY-  MS/WASHINGTON
 DK1490  USGS QUAD   -  HOLLANDALE (1968)
 DK1490
 DK1490                         *CURRENT SURVEY CONTROL
 DK1490  ___________________________________________________________________
 DK1490* NAD 83(1986)-  33 12 17.     (N)    090 51 00.     (W)     SCALED    
 DK1490* NAVD 88     -        35.593  (meters)     116.77   (feet)  ADJUSTED  
 DK1490  ___________________________________________________________________
 DK1490  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1490  DYNAMIC HT  -          35.555 (meters)     116.65  (feet)  COMP
 DK1490  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DK1490
 DK1490  VERT ORDER  -  SECOND    CLASS 0
 DK1490
 DK1490.The horizontal coordinates were scaled from a topographic map and have
 DK1490.an estimated accuracy of +/- 6 seconds.
 DK1490
 DK1490.The orthometric height was determined by differential leveling
 DK1490.and adjusted in June 1991.
 DK1490
 DK1490.The geoid height was determined by GEOID03.
 DK1490
 DK1490.The dynamic height is computed by dividing the NAVD 88
 DK1490.geopotential number by the normal gravity value computed on the
 DK1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1490.degrees latitude (g = 980.6199 gals.).
 DK1490
 DK1490.The modeled gravity was interpolated from observed gravity values.
 DK1490
 DK1490;                    North         East    Units  Estimated Accuracy
 DK1490;SPC MS W     -   410,860.      651,830.      MT  (+/- 180 meters Scaled)
 DK1490
 DK1490                          SUPERSEDED SURVEY CONTROL
 DK1490
 DK1490  NGVD 29 (??/??/??)   35.667  (m)          117.02   (f) ADJUSTED    2 0
 DK1490
 DK1490.Superseded values are not recommended for survey control.
 DK1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1490.See file dsdata.txt to determine how the superseded data were derived.
 DK1490
 DK1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS003760(NAD 83)
 DK1490_MARKER: DD = SURVEY DISK
 DK1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1490_STAMPING: BM 61V163 1970
 DK1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1490+STABILITY: SURFACE MOTION
 DK1490
 DK1490  HISTORY     - Date     Condition        Report By
 DK1490  HISTORY     - 1970     MONUMENTED       MSHD
 DK1490  HISTORY     - 1971     GOOD             MSHD
 DK1490
 DK1490                          STATION DESCRIPTION
 DK1490
 DK1490'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1490'1.6 MI SE FROM ESTILL.
 DK1490'THE MARK IS LOCATED 1.6 MILES SOUTHEAST OF ESTILL, 2.6 MILES NORTHEAST
 DK1490'OF HOLLANDALE JUST NORTH OF A RAMP.  IT IS 36 FEET WEST OF THE CENTER
 DK1490'OF U.S. HIGHWAY 61 17 FEET NORTH OF THE CENTER OF A RAMP, 46.5 FEET
 DK1490'EAST-SOUTHEAST OF A CONCRETE POST WITH A TELEPHONE SIGN ON IT, 1.5
 DK1490'FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12
 DK1490'INCH ROUND CONCRETE POST ABOUT 18 INCHS BELOW THE LEVEL OF THE HIGHWAY
 DK1490'AND PROJECTS 2 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST
 DK1490'OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST AVENUE FOR 0.1 MILE TO THE
 DK1490'INTERSECTION OF CROUGH STREET (STATE HIGHWAY 12).  TURN LEFT AND
 DK1490'CONTINUE EAST ON CROUGH STREET FOR 0.5 MILE TO THE INTERSECTION OF
 DK1490'U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTHEAST ON U.S. HIGHWAY 61
 DK1490'FOR 1.1 MILES TO A CROSSROADS.  CONTINUE NORTHWEST ON U.S. HIGHWAY 61
 DK1490'FOR 1.7 MILES TO A RAMP AND THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1489 ***********************************************************************
 DK1489  DESIGNATION -  61 V 164 MSHD
 DK1489  PID         -  DK1489
 DK1489  STATE/COUNTY-  MS/WASHINGTON
 DK1489  USGS QUAD   -  HOLLANDALE (1968)
 DK1489
 DK1489                         *CURRENT SURVEY CONTROL
 DK1489  ___________________________________________________________________
 DK1489* NAD 83(1986)-  33 13 06.     (N)    090 51 17.     (W)     SCALED    
 DK1489* NAVD 88     -        35.392  (meters)     116.12   (feet)  ADJUSTED  
 DK1489  ___________________________________________________________________
 DK1489  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1489  DYNAMIC HT  -          35.355 (meters)     115.99  (feet)  COMP
 DK1489  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DK1489
 DK1489  VERT ORDER  -  SECOND    CLASS 0
 DK1489
 DK1489.The horizontal coordinates were scaled from a topographic map and have
 DK1489.an estimated accuracy of +/- 6 seconds.
 DK1489
 DK1489.The orthometric height was determined by differential leveling
 DK1489.and adjusted in June 1991.
 DK1489
 DK1489.The geoid height was determined by GEOID03.
 DK1489
 DK1489.The dynamic height is computed by dividing the NAVD 88
 DK1489.geopotential number by the normal gravity value computed on the
 DK1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1489.degrees latitude (g = 980.6199 gals.).
 DK1489
 DK1489.The modeled gravity was interpolated from observed gravity values.
 DK1489
 DK1489;                    North         East    Units  Estimated Accuracy
 DK1489;SPC MS W     -   412,370.      651,400.      MT  (+/- 180 meters Scaled)
 DK1489
 DK1489                          SUPERSEDED SURVEY CONTROL
 DK1489
 DK1489  NGVD 29 (??/??/??)   35.466  (m)          116.36   (f) ADJUSTED    2 0
 DK1489
 DK1489.Superseded values are not recommended for survey control.
 DK1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1489.See file dsdata.txt to determine how the superseded data were derived.
 DK1489
 DK1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS999775(NAD 83)
 DK1489_MARKER: DD = SURVEY DISK
 DK1489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1489_SP_SET: CULVERT
 DK1489_STAMPING: BM 61V164 1970
 DK1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1489
 DK1489  HISTORY     - Date     Condition        Report By
 DK1489  HISTORY     - 1970     MONUMENTED       MSHD
 DK1489  HISTORY     - 1971     GOOD             MSHD
 DK1489
 DK1489                          STATION DESCRIPTION
 DK1489
 DK1489'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1489'1.1 MI E FROM ESTILL.
 DK1489'THE MARK IS LOCATED 1.1 MILES EAST OF ESTILL IN THE NORTHEAST ANGLE OF
 DK1489'A CROSSROADS 3.6 MILES NORTH OF HOLLANDALE.  IT IS 158 FEET NORTHEAST
 DK1489'OF THE CENTER OF THE CROSSROADS, 39 FEET EAST OF THE CENTER OF U.S.
 DK1489'HIGHWAY 61, 159 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 1 FOOT
 DK1489'SOUTH OF A METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN THE NORTH
 DK1489'END OF THE EAST HEADWALL OF A LARGE OVAL SHAPPED CONCRETE CULVERT AND
 DK1489'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH THE
 DK1489'MARK FROM THE U.S. POST OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST
 DK1489'AVENUE FOR 0.1 MILE TO THE INTERSECTION OF CROUGH STREET (STATE
 DK1489'HIGHWAY 12).  TURN LEFT AND CONTINUE EAST ON CROUGH STREET FOR 0.5
 DK1489'MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE
 DK1489'NORTHEAST ON U.S. HIGHWAY 61 FOR 3.7 MILES TO A CROSSROADS AND, THE
 DK1489'MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1488 ***********************************************************************
 DK1488  DESIGNATION -  61 V 165 MSHD
 DK1488  PID         -  DK1488
 DK1488  STATE/COUNTY-  MS/WASHINGTON
 DK1488  USGS QUAD   -  HOLLANDALE (1968)
 DK1488
 DK1488                         *CURRENT SURVEY CONTROL
 DK1488  ___________________________________________________________________
 DK1488* NAD 83(1986)-  33 14 01.     (N)    090 51 31.     (W)     SCALED    
 DK1488* NAVD 88     -        35.035  (meters)     114.94   (feet)  ADJUSTED  
 DK1488  ___________________________________________________________________
 DK1488  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK1488  DYNAMIC HT  -          34.997 (meters)     114.82  (feet)  COMP
 DK1488  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DK1488
 DK1488  VERT ORDER  -  SECOND    CLASS 0
 DK1488
 DK1488.The horizontal coordinates were scaled from a topographic map and have
 DK1488.an estimated accuracy of +/- 6 seconds.
 DK1488
 DK1488.The orthometric height was determined by differential leveling
 DK1488.and adjusted in June 1991.
 DK1488
 DK1488.The geoid height was determined by GEOID03.
 DK1488
 DK1488.The dynamic height is computed by dividing the NAVD 88
 DK1488.geopotential number by the normal gravity value computed on the
 DK1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1488.degrees latitude (g = 980.6199 gals.).
 DK1488
 DK1488.The modeled gravity was interpolated from observed gravity values.
 DK1488
 DK1488;                    North         East    Units  Estimated Accuracy
 DK1488;SPC MS W     -   414,070.      651,040.      MT  (+/- 180 meters Scaled)
 DK1488
 DK1488                          SUPERSEDED SURVEY CONTROL
 DK1488
 DK1488  NGVD 29 (??/??/??)   35.109  (m)          115.19   (f) ADJUSTED    2 0
 DK1488
 DK1488.Superseded values are not recommended for survey control.
 DK1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1488.See file dsdata.txt to determine how the superseded data were derived.
 DK1488
 DK1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS995792(NAD 83)
 DK1488_MARKER: DD = SURVEY DISK
 DK1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1488_STAMPING: BM 61V 165 1970
 DK1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1488+STABILITY: SURFACE MOTION
 DK1488
 DK1488  HISTORY     - Date     Condition        Report By
 DK1488  HISTORY     - 1970     MONUMENTED       MSHD
 DK1488  HISTORY     - 1971     GOOD             MSHD
 DK1488
 DK1488                          STATION DESCRIPTION
 DK1488
 DK1488'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1488'2.8 MI SE FROM ARCOLA.
 DK1488'THE MARK IS LOCATED 2.8 MILES SOUTHEAST OF ARCOLA ON THE WEST R.O.W.
 DK1488'OF U.S. HIGHWAY 61.  IT IS 32 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DK1488'61, 20 FEET SOUTH OF THE CENTER OF A RAMP, 1 FOOT SOUTHWEST OF A METAL
 DK1488'WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DK1488'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.
 DK1488'NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN ARCOLA, GO NORTH
 DK1488'ON OLD U.S. HIGHWAY 61 FOR 200 FEET TO THE INTERSECTION OF U.S.
 DK1488'HIGHWAY 61 AND U.S. HIGHWAY 438.  TURN RIGHT ON STATE HIGHWAY 438. GO
 DK1488'0.5 MILE TO THE INTERSECTION OF NEW U.S. HIGHWAY 61. TURN RIGHT AND
 DK1488'CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.8 MILES TO A CROSSROADS.
 DK1488'CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.55 MILE TO A RAMP AND THE MARK
 DK1488'IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1487 ***********************************************************************
 DK1487  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1487  DESIGNATION -  61 V 166 MSHD
 DK1487  PID         -  DK1487
 DK1487  STATE/COUNTY-  MS/WASHINGTON
 DK1487  USGS QUAD   -  HOLLANDALE (1968)
 DK1487
 DK1487                         *CURRENT SURVEY CONTROL
 DK1487  ___________________________________________________________________
 DK1487* NAD 83(2007)-  33 14 48.50325(N)    090 51 42.75671(W)     ADJUSTED  
 DK1487* NAVD 88     -        34.72   (meters)     113.9    (feet)  GPS OBS   
 DK1487  ___________________________________________________________________
 DK1487  EPOCH DATE  -        2002.00
 DK1487  X           -     -80,317.238 (meters)                     COMP
 DK1487  Y           -  -5,338,920.012 (meters)                     COMP
 DK1487  Z           -   3,476,887.440 (meters)                     COMP
 DK1487  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DK1487  ELLIP HEIGHT-           8.184 (meters)          (02/15/08) ADJUSTED
 DK1487  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1487  HORZ ORDER  -  FIRST
 DK1487  ELLP ORDER  -  FOURTH    CLASS II
 DK1487
 DK1487.The horizontal coordinates were established by GPS observations
 DK1487.and adjusted by the EMC INCORPORATED in February 2008.
 DK1487
 DK1487.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1487.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1487.The horizontal coordinates are valid at the epoch date displayed above.
 DK1487.The epoch date for horizontal control is a decimal equivalence
 DK1487.of Year/Month/Day.
 DK1487
 DK1487.The orthometric height was determined by GPS observations and a
 DK1487.high-resolution geoid model.
 DK1487.The orthometric height was determined by GPS observations and a
 DK1487.high-resolution geoid model using precise GPS observation and
 DK1487.processing techniques. It supersedes the leveled height previously
 DK1487.determined for this station.
 DK1487
 DK1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1487
 DK1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1487
 DK1487.The ellipsoidal height was determined by GPS observations
 DK1487.and is referenced to NAD 83.
 DK1487
 DK1487.The geoid height was determined by GEOID03.
 DK1487
 DK1487;                    North         East     Units Scale Factor Converg.
 DK1487;SPC MS W     -   415,535.027   650,746.070   MT  0.99997990   -0 17 23.2
 DK1487;SPC MS W     - 1,363,301.17  2,134,989.40   sFT  0.99997990   -0 17 23.2
 DK1487;UTM  15      - 3,680,686.722   699,195.191   MT  1.00008923   +1 10 21.4
 DK1487
 DK1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1487!SPC MS W     -   0.99999872  x   0.99997990  =   0.99997862
 DK1487!UTM  15      -   0.99999872  x   1.00008923  =   1.00008795
 DK1487
 DK1487                          SUPERSEDED SURVEY CONTROL
 DK1487
 DK1487  NAVD 88 (06/15/91)   34.713  (m)          113.89   (f) ADJUSTED    2 0
 DK1487  NGVD 29 (??/??/??)   34.787  (m)          114.13   (f) ADJUSTED    2 0
 DK1487
 DK1487.Superseded values are not recommended for survey control.
 DK1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1487.See file dsdata.txt to determine how the superseded data were derived.
 DK1487
 DK1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9919580687(NAD 83)
 DK1487_MARKER: DD = SURVEY DISK
 DK1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1487_SP_SET: SET IN A LIGHT STRUCTURE
 DK1487_STAMPING: BM 61V 166 1970
 DK1487_MARK LOGO: NONE  
 DK1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1487+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 DK1487
 DK1487  HISTORY     - Date     Condition        Report By
 DK1487  HISTORY     - 1970     MONUMENTED       MSHD
 DK1487  HISTORY     - 1971     GOOD             MSHD
 DK1487  HISTORY     - 20070128 GOOD             EMCINC
 DK1487
 DK1487                          STATION DESCRIPTION
 DK1487
 DK1487'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1487'1.8 MI SE FROM ARCOLA.
 DK1487'THE MARK IS LOCATED 1.8 MILES SOUTHEAST OF ARCOLA IN THE NORTH END OF
 DK1487'THE EAST HEADWALL OF A CULVERT.  IT IS 124 FEET EAST OF A TELEPHONE
 DK1487'BOX TERMINAL, 124 FEET SOUTH OF A GRAVEL RAMP, 28 FEET EAST OF THE
 DK1487'CENTER LINE OF U.S. HIGHWAY 61, 1 FOOT SOUTH OF A METAL WITNESS POST.
 DK1487'IT IS SET IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A
 DK1487'LARGE OVAL CONCRETE CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK1487'HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 DK1487'ARCOLA, GO NORTH ON OLD U.S. HIGHWAY 61 FOR 200 FEET TO THE
 DK1487'INTERSECTION OF U.S. HIGHWAY 61 AND MISSISSIPPI STATE HIGHWAY 438.
 DK1487'TURN RIGHT (EAST) ON MISSISSIPPI STATE HIGHWAY 438 AND GO 0.5 MILE TO
 DK1487'THE INTERSECTION OF NEW U.S. HIGHWAY 61.  TURN RIGHT AND CONTINUE
 DK1487'SOUTH ON U.S. HIGHWAY 61 FOR 1.5 MILES TO THE MARK ON THE LEFT.
 DK1487
 DK1487                          STATION RECOVERY (2007)
 DK1487
 DK1487'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1502 ***********************************************************************
 DK1502  DESIGNATION -  61 V 167 MSHD
 DK1502  PID         -  DK1502
 DK1502  STATE/COUNTY-  MS/WASHINGTON
 DK1502  USGS QUAD   -  TRIBBETT (1967)
 DK1502
 DK1502                         *CURRENT SURVEY CONTROL
 DK1502  ___________________________________________________________________
 DK1502* NAD 83(1986)-  33 15 38.     (N)    090 51 56.     (W)     SCALED    
 DK1502* NAVD 88     -        35.465  (meters)     116.35   (feet)  ADJUSTED  
 DK1502  ___________________________________________________________________
 DK1502  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1502  DYNAMIC HT  -          35.427 (meters)     116.23  (feet)  COMP
 DK1502  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DK1502
 DK1502  VERT ORDER  -  SECOND    CLASS 0
 DK1502
 DK1502.The horizontal coordinates were scaled from a topographic map and have
 DK1502.an estimated accuracy of +/- 6 seconds.
 DK1502
 DK1502.The orthometric height was determined by differential leveling
 DK1502.and adjusted in June 1991.
 DK1502
 DK1502.The geoid height was determined by GEOID03.
 DK1502
 DK1502.The dynamic height is computed by dividing the NAVD 88
 DK1502.geopotential number by the normal gravity value computed on the
 DK1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1502.degrees latitude (g = 980.6199 gals.).
 DK1502
 DK1502.The modeled gravity was interpolated from observed gravity values.
 DK1502
 DK1502;                    North         East    Units  Estimated Accuracy
 DK1502;SPC MS W     -   417,060.      650,410.      MT  (+/- 180 meters Scaled)
 DK1502
 DK1502                          SUPERSEDED SURVEY CONTROL
 DK1502
 DK1502  NGVD 29 (??/??/??)   35.541  (m)          116.60   (f) ADJUSTED    2 0
 DK1502
 DK1502.Superseded values are not recommended for survey control.
 DK1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1502.See file dsdata.txt to determine how the superseded data were derived.
 DK1502
 DK1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS988822(NAD 83)
 DK1502_MARKER: DD = SURVEY DISK
 DK1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1502_SP_SET: CULVERT
 DK1502_STAMPING: BM 61V 167 1970
 DK1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1502
 DK1502  HISTORY     - Date     Condition        Report By
 DK1502  HISTORY     - 1970     MONUMENTED       MSHD
 DK1502  HISTORY     - 1971     GOOD             MSHD
 DK1502
 DK1502                          STATION DESCRIPTION
 DK1502
 DK1502'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1502'1 MI SE FROM ARCOLA.
 DK1502'THE MARK IS LOCATED 1 MILE SOUTHEAST OF ARCOLA IN THE SOUTH END OF THE
 DK1502'WEST HEADWALL OF A CULVERT.  IT IS 33 FEET WEST OF THE CENTER LINE OF
 DK1502'U.S. HIGHWAY 61, 24 FEET NORTH OF A GRAVEL RAMP, 1 FOOT NORTH OF A
 DK1502'METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF
 DK1502'THE WEST HEADWALL OF A LARGE OVAL CULVERT ABOUT 1 FOOT BELOW THE LEVEL
 DK1502'OF THE HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 DK1502'ARCOLA, GO NORTH OF OLD U.S. HIGHWAY 61 FOR 200 FEET TO THE
 DK1502'INTERSECTION OF U.S. HIGHWAY 61 AND MISSISSIPPI STATE HIGHWAY 438.
 DK1502'TURN RIGHT (EAST) ON MISSISSIPPI STATE HIGHWAY 438 AND GO 0.5 MILE TO
 DK1502'THE INTERSECTION OF NEW U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) ON NEW
 DK1502'U.S. HIGHWAY 61 AND GO 0.55 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1501 ***********************************************************************
 DK1501  DESIGNATION -  61 V 168 MSHD
 DK1501  PID         -  DK1501
 DK1501  STATE/COUNTY-  MS/WASHINGTON
 DK1501  USGS QUAD   -  TRIBBETT (1967)
 DK1501
 DK1501                         *CURRENT SURVEY CONTROL
 DK1501  ___________________________________________________________________
 DK1501* NAD 83(1986)-  33 16 12.     (N)    090 52 05.     (W)     SCALED    
 DK1501* NAVD 88     -        35.604  (meters)     116.81   (feet)  ADJUSTED  
 DK1501  ___________________________________________________________________
 DK1501  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1501  DYNAMIC HT  -          35.566 (meters)     116.69  (feet)  COMP
 DK1501  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DK1501
 DK1501  VERT ORDER  -  SECOND    CLASS 0
 DK1501
 DK1501.The horizontal coordinates were scaled from a topographic map and have
 DK1501.an estimated accuracy of +/- 6 seconds.
 DK1501
 DK1501.The orthometric height was determined by differential leveling
 DK1501.and adjusted in June 1991.
 DK1501
 DK1501.The geoid height was determined by GEOID03.
 DK1501
 DK1501.The dynamic height is computed by dividing the NAVD 88
 DK1501.geopotential number by the normal gravity value computed on the
 DK1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1501.degrees latitude (g = 980.6199 gals.).
 DK1501
 DK1501.The modeled gravity was interpolated from observed gravity values.
 DK1501
 DK1501;                    North         East    Units  Estimated Accuracy
 DK1501;SPC MS W     -   418,110.      650,180.      MT  (+/- 180 meters Scaled)
 DK1501
 DK1501                          SUPERSEDED SURVEY CONTROL
 DK1501
 DK1501  NGVD 29 (??/??/??)   35.680  (m)          117.06   (f) ADJUSTED    2 0
 DK1501
 DK1501.Superseded values are not recommended for survey control.
 DK1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1501.See file dsdata.txt to determine how the superseded data were derived.
 DK1501
 DK1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS985832(NAD 83)
 DK1501_MARKER: DD = SURVEY DISK
 DK1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1501_STAMPING: BM 61V 168 1970
 DK1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1501+STABILITY: SURFACE MOTION
 DK1501
 DK1501  HISTORY     - Date     Condition        Report By
 DK1501  HISTORY     - 1970     MONUMENTED       MSHD
 DK1501  HISTORY     - 1971     GOOD             MSHD
 DK1501
 DK1501                          STATION DESCRIPTION
 DK1501
 DK1501'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1501'0.55 MI E FROM ARCOLA.
 DK1501'THE MARK IS LOCATED 0.55 MILE EAST OF ARCOLA IN THE NORTHWEST ANGLE OF
 DK1501'THE INTERSECTION OF MISSISSIPPI STATE HIGHWAY 438 AND NEW U.S. HIGHWAY
 DK1501'61.  IT IS 128 FEET WEST OF THE CENTER OF NEW U.S. HIGHWAY 61, 209
 DK1501'FEET NORTH OF THE CENTER OF MISSISSIPPI STATE HIGHWAY 438, 181 FEET
 DK1501'NORTHEAST OF A GUY POLE, 122 FEET NORTHEAST OF A 40 INCH PECAN, 7 FEET
 DK1501'SOUTH OF A 48 INCH PECAN, 2 FEET NORTH OF A METAL WITNESS POST. IT IS
 DK1501'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 4 FEET BELOW THE
 DK1501'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. NOTE-- TO REACH THE MARK
 DK1501'FROM THE U.S. POST OFFICE IN ARCOLA, GO NORTH ON OLD U.S. HIGHWAY 61
 DK1501'FOR 200 FEET TO THE INTERSECTION OF U.S. HIGHWAY 61 AND MISSISSIPPI
 DK1501'STATE HIGHWAY 438.  TURN RIGHT (EAST) ON MISSISSIPPI STATE HIGHWAY 438
 DK1501'AND GO EAST 0.5 MILES TO THE INTERSECTION OF NEW U.S. HIGHWAY 61 AND
 DK1501'THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1514 ***********************************************************************
 DK1514  DESIGNATION -  61 V 169 MSHD
 DK1514  PID         -  DK1514
 DK1514  STATE/COUNTY-  MS/WASHINGTON
 DK1514  USGS QUAD   -  ARCOLA (1967)
 DK1514
 DK1514                         *CURRENT SURVEY CONTROL
 DK1514  ___________________________________________________________________
 DK1514* NAD 83(2007)-  33 16 11.85741(N)    090 52 34.90926(W)     ADJUSTED  
 DK1514* NAVD 88     -        36.538  (meters)     119.88   (feet)  ADJUSTED  
 DK1514  ___________________________________________________________________
 DK1514  EPOCH DATE  -        2002.00
 DK1514  X           -     -81,645.625 (meters)                     COMP
 DK1514  Y           -  -5,337,492.879 (meters)                     COMP
 DK1514  Z           -   3,479,035.790 (meters)                     COMP
 DK1514  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DK1514  ELLIP HEIGHT-           9.982 (meters)          (02/15/08) ADJUSTED
 DK1514  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1514  DYNAMIC HT  -          36.499 (meters)     119.75  (feet)  COMP
 DK1514  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DK1514
 DK1514  HORZ ORDER  -  B
 DK1514  VERT ORDER  -  SECOND    CLASS 0
 DK1514  ELLP ORDER  -  FOURTH    CLASS II
 DK1514
 DK1514.The horizontal coordinates were established by GPS observations
 DK1514.and adjusted by the EMC INCORPORATED in February 2008.
 DK1514
 DK1514.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1514.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1514.The horizontal coordinates are valid at the epoch date displayed above.
 DK1514.The epoch date for horizontal control is a decimal equivalence
 DK1514.of Year/Month/Day.
 DK1514
 DK1514.The orthometric height was determined by differential leveling
 DK1514.and adjusted in June 1991.
 DK1514
 DK1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1514
 DK1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1514
 DK1514.The ellipsoidal height was determined by GPS observations
 DK1514.and is referenced to NAD 83.
 DK1514
 DK1514.The geoid height was determined by GEOID03.
 DK1514
 DK1514.The dynamic height is computed by dividing the NAVD 88
 DK1514.geopotential number by the normal gravity value computed on the
 DK1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1514.degrees latitude (g = 980.6199 gals.).
 DK1514
 DK1514.The modeled gravity was interpolated from observed gravity values.
 DK1514
 DK1514;                    North         East     Units Scale Factor Converg.
 DK1514;SPC MS W     -   418,109.847   649,409.404   MT  0.99998154   -0 17 52.5
 DK1514;SPC MS W     - 1,371,748.72  2,130,604.02   sFT  0.99998154   -0 17 52.5
 DK1514;UTM  15      - 3,683,226.847   697,793.081   MT  1.00008237   +1 09 55.3
 DK1514
 DK1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1514!SPC MS W     -   0.99999843  x   0.99998154  =   0.99997997
 DK1514!UTM  15      -   0.99999843  x   1.00008237  =   1.00008080
 DK1514
 DK1514:                Primary Azimuth Mark                     Grid Az
 DK1514:SPC MS W     -  61 V 170 MSHDX                           350 37 31.6
 DK1514:UTM  15      -  61 V 170 MSHDX                           349 09 43.8
 DK1514
 DK1514|---------------------------------------------------------------------|
 DK1514| PID    Reference Object                     Distance      Geod. Az  |
 DK1514|                                                           dddmmss.s |
 DK1514| DJ8583 61 V 170 MSHDX                      APPROX. 1.5 KM 3501939.1 |
 DK1514|---------------------------------------------------------------------|
 DK1514
 DK1514                          SUPERSEDED SURVEY CONTROL
 DK1514
 DK1514  NAVD 88 (02/15/08)   36.54   (m)          119.9    (f) LEVELING    3  
 DK1514  NGVD 29 (??/??/??)   36.614  (m)          120.12   (f) ADJUSTED    2 0
 DK1514
 DK1514.Superseded values are not recommended for survey control.
 DK1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1514.See file dsdata.txt to determine how the superseded data were derived.
 DK1514
 DK1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9779383227(NAD 83)
 DK1514_MARKER: DD = SURVEY DISK
 DK1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1514_SP_SET: ABUTMENT
 DK1514_STAMPING: BM 61V 169 1970
 DK1514_MARK LOGO: NONE  
 DK1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1514+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 DK1514
 DK1514  HISTORY     - Date     Condition        Report By
 DK1514  HISTORY     - 1970     MONUMENTED       MSHD
 DK1514  HISTORY     - 1971     GOOD             MSHD
 DK1514  HISTORY     - 20061128 GOOD             EMCINC
 DK1514
 DK1514                          STATION DESCRIPTION
 DK1514
 DK1514'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1514'IN ARCOLA.
 DK1514'THE MARK IS LOCATED IN ARCOLA IN THE NORTH END OF THE WEST ABUTMENT OF
 DK1514'MISSISSIPPI STATE HIGHWAY 438 BRIDGE OVER DEER CREEK.  IT IS 28 FEET
 DK1514'NORTH OF THE CENTER OF MISSISSIPPI STATE HIGHWAY 438, 63 FEET EAST OF
 DK1514'THE CENTER OF OLD U.S. HIGHWAY 61, 61.5 FEET SOUTHEAST OF A POWER POLE
 DK1514'WITH A LAMP AND A GUY WIRE, 1 FOOT EAST OF A METAL WITNESS POST. IT IS
 DK1514'SET IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A
 DK1514'CONCRETE BRIDGE OVER DEER CREEK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 DK1514'THE HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 DK1514'ARCOLA, GO NORTH ON OLD U.S. HIGHWAY 61 FOR 200 FEET TO THE
 DK1514'INTERSECTION OF U.S. HIGHWAY 61 AND MISSISSIPPI STATE HIGHWAY 438. THE
 DK1514'MARK IS ON THE RIGHT OF THE NORTH SIDE OF MISSISSIPPI STATE HIGHWAY
 DK1514'438 AND THE EAST SIDE OF U.S. HIGHWAY 61.
 DK1514
 DK1514                          STATION RECOVERY (2006)
 DK1514
 DK1514'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1071 ***********************************************************************
 BW1071  DESIGNATION -  61 V 17
 BW1071  PID         -  BW1071
 BW1071  STATE/COUNTY-  MS/WILKINSON
 BW1071  USGS QUAD   -  LANEHEART (1988)
 BW1071
 BW1071                         *CURRENT SURVEY CONTROL
 BW1071  ___________________________________________________________________
 BW1071* NAD 83(1986)-  31 11 06.     (N)    091 17 07.     (W)     SCALED    
 BW1071* NAVD 88     -        52.55   (+/-2cm)     172.4    (feet)  VERTCON   
 BW1071  ___________________________________________________________________
 BW1071  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BW1071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1071
 BW1071.The horizontal coordinates were scaled from a topographic map and have
 BW1071.an estimated accuracy of +/- 6 seconds.
 BW1071
 BW1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1071.The vertical order pertains to the NGVD 29 superseded value.
 BW1071
 BW1071.The geoid height was determined by GEOID03.
 BW1071
 BW1071;                    North         East    Units  Estimated Accuracy
 BW1071;SPC MS W     -   187,180.      609,260.      MT  (+/- 180 meters Scaled)
 BW1071
 BW1071                          SUPERSEDED SURVEY CONTROL
 BW1071
 BW1071  NGVD 29 (??/??/92)   52.53   (m)          172.3    (f) COMPUTED    2 0
 BW1071
 BW1071.Superseded values are not recommended for survey control.
 BW1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1071.See file dsdata.txt to determine how the superseded data were derived.
 BW1071
 BW1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ633513(NAD 83)
 BW1071_MARKER: DD = SURVEY DISK
 BW1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1071_STAMPING: BM 61V-17 1969
 BW1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1071+STABILITY: SURFACE MOTION
 BW1071
 BW1071  HISTORY     - Date     Condition        Report By
 BW1071  HISTORY     - 1969     MONUMENTED       MSHD
 BW1071
 BW1071                          STATION DESCRIPTION
 BW1071
 BW1071'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1071'5.7 MI N FROM WOODVILLE.
 BW1071'THE MARK IS LOCATED 5.7 MILES NORTH OF WOODVILLE IN THE NORTHEAST 1/4
 BW1071'OF SECTION 51, T 3N, R 2W.  IT IS 159 FEET EAST OF THE CENTER OF
 BW1071'HIGHWAY 61, 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GREEN FRAME
 BW1071'HOUSE, 2 FEET NORTH NORTHEAST OF A POWER LINE SERVICE POLE, 2 FEET
 BW1071'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW1071'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW1071'4 INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN
 BW1071'WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO
 BW1071'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE
 BW1071'ON U.S. HIGHWAY 61 FOR 5.4 MILES TO A CROSSROADS. CONTINUE NORTH ON
 BW1071'U.S. HIGHWAY 61 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1513 ***********************************************************************
 DK1513  DESIGNATION -  61 V 170 MSHD
 DK1513  PID         -  DK1513
 DK1513  STATE/COUNTY-  MS/WASHINGTON
 DK1513  USGS QUAD   -  ARCOLA (1967)
 DK1513
 DK1513                         *CURRENT SURVEY CONTROL
 DK1513  ___________________________________________________________________
 DK1513* NAD 83(1986)-  33 16 58.     (N)    090 52 42.     (W)     SCALED    
 DK1513* NAVD 88     -        37.082  (meters)     121.66   (feet)  ADJUSTED  
 DK1513  ___________________________________________________________________
 DK1513  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1513  DYNAMIC HT  -          37.043 (meters)     121.53  (feet)  COMP
 DK1513  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DK1513
 DK1513  VERT ORDER  -  SECOND    CLASS 0
 DK1513
 DK1513.The horizontal coordinates were scaled from a topographic map and have
 DK1513.an estimated accuracy of +/- 6 seconds.
 DK1513
 DK1513.The orthometric height was determined by differential leveling
 DK1513.and adjusted in June 1991.
 DK1513
 DK1513.The geoid height was determined by GEOID03.
 DK1513
 DK1513.The dynamic height is computed by dividing the NAVD 88
 DK1513.geopotential number by the normal gravity value computed on the
 DK1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1513.degrees latitude (g = 980.6199 gals.).
 DK1513
 DK1513.The modeled gravity was interpolated from observed gravity values.
 DK1513
 DK1513;                    North         East    Units  Estimated Accuracy
 DK1513;SPC MS W     -   419,530.      649,230.      MT  (+/- 180 meters Scaled)
 DK1513
 DK1513                          SUPERSEDED SURVEY CONTROL
 DK1513
 DK1513  NGVD 29 (??/??/??)   37.159  (m)          121.91   (f) ADJUSTED    2 0
 DK1513
 DK1513.Superseded values are not recommended for survey control.
 DK1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1513.See file dsdata.txt to determine how the superseded data were derived.
 DK1513
 DK1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS975846(NAD 83)
 DK1513_MARKER: DD = SURVEY DISK
 DK1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1513_STAMPING: BM 61V 170 1970
 DK1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1513+STABILITY: SURFACE MOTION
 DK1513
 DK1513  HISTORY     - Date     Condition        Report By
 DK1513  HISTORY     - 1970     MONUMENTED       MSHD
 DK1513  HISTORY     - 1971     GOOD             MSHD
 DK1513
 DK1513                          STATION DESCRIPTION
 DK1513
 DK1513'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1513'0.9 MI N FROM ARCOLA.
 DK1513'THE MARK IS LOCATED 0.9 MILE NORTH OF ARCOLA NEAR THE SOUTHEAST CORNER
 DK1513'OF A SMALL CEMETERY ON THE WEST R.O.W. OF U.S. HIGHWAY 61.  IT IS 53
 DK1513'FEET WEST OF THE CENTER OF U.S. HIGHWAY 61, 23 FEET NORTH OF THE
 DK1513'CENTER OF A GRAVEL ROAD, 8 FEET SOUTH OF AN 18 INCH CEDAR, 1 FOOT
 DK1513'NORTH OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH
 DK1513'ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 DK1513'PROJECTS 1 INCH.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE
 DK1513'IN ARCOLA, GO NORTH FOR 200 FEET TO THE INTERSECTION OF U.S. HIGHWAY
 DK1513'61 AND MISSISSIPPI HIGHWAY 438.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 DK1513'0.95 MILE TO A SMALL CEMETERY.  THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8583 ***********************************************************************
 DJ8583  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8583  DESIGNATION -  61 V 170 MSHDX
 DJ8583  PID         -  DJ8583
 DJ8583  STATE/COUNTY-  MS/WASHINGTON
 DJ8583  USGS QUAD   -  ARCOLA (1967)
 DJ8583
 DJ8583                         *CURRENT SURVEY CONTROL
 DJ8583  ___________________________________________________________________
 DJ8583* NAD 83(2007)-  33 17 00.93607(N)    090 52 44.86864(W)     ADJUSTED  
 DJ8583* NAVD 88     -        36.32   (meters)     119.2    (feet)  GPS OBS   
 DJ8583  ___________________________________________________________________
 DJ8583  EPOCH DATE  -        2002.00
 DJ8583  X           -     -81,890.611 (meters)                     COMP
 DJ8583  Y           -  -5,336,659.213 (meters)                     COMP
 DJ8583  Z           -   3,480,299.764 (meters)                     COMP
 DJ8583  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DJ8583  ELLIP HEIGHT-           9.754 (meters)          (02/15/08) ADJUSTED
 DJ8583  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DJ8583  HORZ ORDER  -  FIRST
 DJ8583  ELLP ORDER  -  FOURTH    CLASS II
 DJ8583
 DJ8583.The horizontal coordinates were established by GPS observations
 DJ8583.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8583
 DJ8583.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8583.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8583.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8583.The epoch date for horizontal control is a decimal equivalence
 DJ8583.of Year/Month/Day.
 DJ8583
 DJ8583.The orthometric height was determined by GPS observations and a
 DJ8583.high-resolution geoid model.
 DJ8583.The orthometric height was determined by GPS observations and a
 DJ8583.high-resolution geoid model using precise GPS observation and
 DJ8583.processing techniques.
 DJ8583
 DJ8583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8583
 DJ8583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8583
 DJ8583.The ellipsoidal height was determined by GPS observations
 DJ8583.and is referenced to NAD 83.
 DJ8583
 DJ8583.The geoid height was determined by GEOID03.
 DJ8583
 DJ8583;                    North         East     Units Scale Factor Converg.
 DJ8583;SPC MS W     -   419,623.166   649,159.567   MT  0.99998186   -0 17 58.3
 DJ8583;SPC MS W     - 1,376,713.67  2,129,784.35   sFT  0.99998186   -0 17 58.3
 DJ8583;UTM  15      - 3,684,733.441   697,504.646   MT  1.00008096   +1 09 51.4
 DJ8583
 DJ8583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8583!SPC MS W     -   0.99999847  x   0.99998186  =   0.99998033
 DJ8583!UTM  15      -   0.99999847  x   1.00008096  =   1.00007943
 DJ8583
 DJ8583:                Primary Azimuth Mark                     Grid Az
 DJ8583:SPC MS W     -  61 V 169 MSHD                            170 37 32.0
 DJ8583:UTM  15      -  61 V 169 MSHD                            169 09 42.3
 DJ8583
 DJ8583|---------------------------------------------------------------------|
 DJ8583| PID    Reference Object                     Distance      Geod. Az  |
 DJ8583|                                                           dddmmss.s |
 DJ8583| DK1514 61 V 169 MSHD                       APPROX. 1.5 KM 1701933.7 |
 DJ8583|---------------------------------------------------------------------|
 DJ8583
 DJ8583                          SUPERSEDED SURVEY CONTROL
 DJ8583
 DJ8583.No superseded survey control is available for this station.
 DJ8583
 DJ8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9750584733(NAD 83)
 DJ8583_MARKER: I = METAL ROD
 DJ8583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8583+WITH SETTING: INFORMATION.
 DJ8583_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8583_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8583+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DJ8583_ROD/PIPE-DEPTH:  0.6 meters
 DJ8583
 DJ8583  HISTORY     - Date     Condition        Report By
 DJ8583  HISTORY     - 20061219 MONUMENTED       EMCINC
 DJ8583
 DJ8583                          STATION DESCRIPTION
 DJ8583
 DJ8583'DESCRIBED BY EMC INCORPORATED 2006
 DJ8583'TO REACH THE MARK FROM THE U.S. POST OFFICE IN ARCOLA, MS, GO NORTH
 DJ8583'FOR 200 FT (61.0 M) TO THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DJ8583'MISSISSIPPI HIGHWAY 438.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.95
 DJ8583'MILE TO THE MARK ON THE LEFT.  MARK IS SET 160' WEST OF OLD HIGHWAY
 DJ8583'61, SOUTH EDGE OF TURN ROAD AND JUST NORTH OF ELECTRIC FENCE. SET 1/2
 DJ8583'IN IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1512 ***********************************************************************
 DK1512  DESIGNATION -  61 V 171 MSHD
 DK1512  PID         -  DK1512
 DK1512  STATE/COUNTY-  MS/WASHINGTON
 DK1512  USGS QUAD   -  ARCOLA (1967)
 DK1512
 DK1512                         *CURRENT SURVEY CONTROL
 DK1512  ___________________________________________________________________
 DK1512* NAD 83(1986)-  33 17 51.     (N)    090 53 02.     (W)     SCALED    
 DK1512* NAVD 88     -        35.326  (meters)     115.90   (feet)  ADJUSTED  
 DK1512  ___________________________________________________________________
 DK1512  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1512  DYNAMIC HT  -          35.288 (meters)     115.77  (feet)  COMP
 DK1512  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DK1512
 DK1512  VERT ORDER  -  SECOND    CLASS 0
 DK1512
 DK1512.The horizontal coordinates were scaled from a topographic map and have
 DK1512.an estimated accuracy of +/- 6 seconds.
 DK1512
 DK1512.The orthometric height was determined by differential leveling
 DK1512.and adjusted in June 1991.
 DK1512
 DK1512.The geoid height was determined by GEOID03.
 DK1512
 DK1512.The dynamic height is computed by dividing the NAVD 88
 DK1512.geopotential number by the normal gravity value computed on the
 DK1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1512.degrees latitude (g = 980.6199 gals.).
 DK1512
 DK1512.The modeled gravity was interpolated from observed gravity values.
 DK1512
 DK1512;                    North         East    Units  Estimated Accuracy
 DK1512;SPC MS W     -   421,170.      648,720.      MT  (+/- 180 meters Scaled)
 DK1512
 DK1512                          SUPERSEDED SURVEY CONTROL
 DK1512
 DK1512  NGVD 29 (??/??/??)   35.403  (m)          116.15   (f) ADJUSTED    2 0
 DK1512
 DK1512.Superseded values are not recommended for survey control.
 DK1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1512.See file dsdata.txt to determine how the superseded data were derived.
 DK1512
 DK1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS970862(NAD 83)
 DK1512_MARKER: DD = SURVEY DISK
 DK1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1512_STAMPING: BM 61V171 1970
 DK1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1512+STABILITY: SURFACE MOTION
 DK1512
 DK1512  HISTORY     - Date     Condition        Report By
 DK1512  HISTORY     - 1970     MONUMENTED       MSHD
 DK1512  HISTORY     - 1971     GOOD             MSHD
 DK1512
 DK1512                          STATION DESCRIPTION
 DK1512
 DK1512'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1512'2 MI NNW FROM ARCOLA.
 DK1512'THE MARK IS LOCATED 2 MILES NORTH-NORTHWEST OF ARCOLA ON THE EAST
 DK1512'R.O.W. OF OLD U.S. HIGHWAY 61 NEAR A BOX CULVERT.  IT IS 18 FEET EAST
 DK1512'OF THE CENTER OF U.S. HIGHWAY 61, 98 FEET NORTHWEST OF A POWER LINE
 DK1512'POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 9 FEET SOUTHEAST OF
 DK1512'THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT.  IT IS SET IN THE
 DK1512'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF
 DK1512'THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH THE MARK FROM THE
 DK1512'U.S. POST OFFICE IN ARCOLA, GO NORTH ON OLD U.S. HIGHWAY 61 FOR ABOUT
 DK1512'200 FEET TO THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 438. CONTINUE
 DK1512'NORTH ON OLD U.S. HIGHWAY 61 FOR 2.1 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1511 ***********************************************************************
 DK1511  DESIGNATION -  61 V 172 MSHD
 DK1511  PID         -  DK1511
 DK1511  STATE/COUNTY-  MS/WASHINGTON
 DK1511  USGS QUAD   -  ARCOLA (1967)
 DK1511
 DK1511                         *CURRENT SURVEY CONTROL
 DK1511  ___________________________________________________________________
 DK1511* NAD 83(1986)-  33 18 30.     (N)    090 53 33.     (W)     SCALED    
 DK1511* NAVD 88     -        36.860  (meters)     120.93   (feet)  ADJUSTED  
 DK1511  ___________________________________________________________________
 DK1511  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1511  DYNAMIC HT  -          36.821 (meters)     120.80  (feet)  COMP
 DK1511  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DK1511
 DK1511  VERT ORDER  -  SECOND    CLASS 0
 DK1511
 DK1511.The horizontal coordinates were scaled from a topographic map and have
 DK1511.an estimated accuracy of +/- 6 seconds.
 DK1511
 DK1511.The orthometric height was determined by differential leveling
 DK1511.and adjusted in June 1991.
 DK1511
 DK1511.The geoid height was determined by GEOID03.
 DK1511
 DK1511.The dynamic height is computed by dividing the NAVD 88
 DK1511.geopotential number by the normal gravity value computed on the
 DK1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1511.degrees latitude (g = 980.6199 gals.).
 DK1511
 DK1511.The modeled gravity was interpolated from observed gravity values.
 DK1511
 DK1511;                    North         East    Units  Estimated Accuracy
 DK1511;SPC MS W     -   422,370.      647,930.      MT  (+/- 180 meters Scaled)
 DK1511
 DK1511                          SUPERSEDED SURVEY CONTROL
 DK1511
 DK1511  NGVD 29 (??/??/??)   36.938  (m)          121.19   (f) ADJUSTED    2 0
 DK1511
 DK1511.Superseded values are not recommended for survey control.
 DK1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1511.See file dsdata.txt to determine how the superseded data were derived.
 DK1511
 DK1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS962874(NAD 83)
 DK1511_MARKER: DD = SURVEY DISK
 DK1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1511_STAMPING: BM 61V172 1970
 DK1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1511+STABILITY: SURFACE MOTION
 DK1511
 DK1511  HISTORY     - Date     Condition        Report By
 DK1511  HISTORY     - 1970     MONUMENTED       MSHD
 DK1511  HISTORY     - 1971     GOOD             MSHD
 DK1511
 DK1511                          STATION DESCRIPTION
 DK1511
 DK1511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1511'2.9 MI NNW FROM ARCOLA.
 DK1511'THE MARK IS LOCATED 2.9 MILES NORTH-NORTHWEST OF ARCOLA ON THE EAST
 DK1511'R.O.W. OF OLD U.S. HIGHWAY 61 AND ON THE WEST BANK OF DEER CREEK, 0.25
 DK1511'MILE NORTH OF THE COMMUNITY OF WILLMOT.  IT IS 28 FEET NORTHEAST OF
 DK1511'THE CENTER OF U.S. HIGHWAY 61, 7 FEET EAST OF A 12 INCH PECAN, 31 FEET
 DK1511'SOUTHWEST OF A 20 INCH PECAN, 2 FEET NORTHWEST OF A METAL WITNESS
 DK1511'POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT
 DK1511'LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH THE
 DK1511'MARK FROM THE U.S. POST OFFICE IN ARCOLA, GO NORTH ON OLD U.S. HIGHWAY
 DK1511'61 FOR ABOUT 200 FEET TO THE JUNCTION OF MISSISSIPPI STATE HIGHWAY
 DK1511'438.  CONTINUE NORTH ON OLD U.S. HIGHWAY 61 FOR 2.9 MILES TO A
 DK1511'CROSSROADS.  CONTINUE NORTH ON OLD U.S. HIGHWAY 61 FOR 0.25 MILE TO
 DK1511'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1510 ***********************************************************************
 DK1510  DESIGNATION -  61 V 173 MSHD
 DK1510  PID         -  DK1510
 DK1510  STATE/COUNTY-  MS/WASHINGTON
 DK1510  USGS QUAD   -  ARCOLA (1967)
 DK1510
 DK1510                         *CURRENT SURVEY CONTROL
 DK1510  ___________________________________________________________________
 DK1510* NAD 83(1986)-  33 19 25.     (N)    090 53 50.     (W)     SCALED    
 DK1510* NAVD 88     -        35.803  (meters)     117.46   (feet)  ADJUSTED  
 DK1510  ___________________________________________________________________
 DK1510  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1510  DYNAMIC HT  -          35.765 (meters)     117.34  (feet)  COMP
 DK1510  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 DK1510
 DK1510  VERT ORDER  -  SECOND    CLASS 0
 DK1510
 DK1510.The horizontal coordinates were scaled from a topographic map and have
 DK1510.an estimated accuracy of +/- 6 seconds.
 DK1510
 DK1510.The orthometric height was determined by differential leveling
 DK1510.and adjusted in June 1991.
 DK1510
 DK1510.The geoid height was determined by GEOID03.
 DK1510
 DK1510.The dynamic height is computed by dividing the NAVD 88
 DK1510.geopotential number by the normal gravity value computed on the
 DK1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1510.degrees latitude (g = 980.6199 gals.).
 DK1510
 DK1510.The modeled gravity was interpolated from observed gravity values.
 DK1510
 DK1510;                    North         East    Units  Estimated Accuracy
 DK1510;SPC MS W     -   424,070.      647,500.      MT  (+/- 180 meters Scaled)
 DK1510
 DK1510                          SUPERSEDED SURVEY CONTROL
 DK1510
 DK1510  NGVD 29 (??/??/??)   35.881  (m)          117.72   (f) ADJUSTED    2 0
 DK1510
 DK1510.Superseded values are not recommended for survey control.
 DK1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1510.See file dsdata.txt to determine how the superseded data were derived.
 DK1510
 DK1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS957891(NAD 83)
 DK1510_MARKER: DD = SURVEY DISK
 DK1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1510_SP_SET: CULVERT
 DK1510_STAMPING: BM 61V173 1970
 DK1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1510
 DK1510  HISTORY     - Date     Condition        Report By
 DK1510  HISTORY     - 1970     MONUMENTED       MSHD
 DK1510  HISTORY     - 1971     GOOD             MSHD
 DK1510
 DK1510                          STATION DESCRIPTION
 DK1510
 DK1510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1510'3.8 MI NNW FROM ARCOLA.
 DK1510'THE MARK IS LOCATED 3.8 MILES NORTHWEST OF ARCOLA IN THE SOUTH END OF
 DK1510'THE WEST HEADWALL OF A CULVERT.  IT IS 13 FEET WEST OF THE CENTER OF
 DK1510'U.S. HIGHWAY 61, 61 FEET NORTHWEST OF A POWER POLE, 1.5 FEET NORTH OF
 DK1510'A METAL WITNESS POST.  IT IS SET IN A DRILL HOLE IN THE SOUTH END OF
 DK1510'THE WEST HEADWALL OF A 7X3 FOOT CONCRETE BOX CULVERT AND IS ABOUT
 DK1510'LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH THE MARK FROM THE U.S. POST
 DK1510'OFFICE IN ARCOLA, GO NORTH ON OLD U.S. HIGHWAY 61 FOR ABOUT 200 FEET
 DK1510'TO THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 438.  CONTINUE NORTH ON
 DK1510'OLD U.S. HIGHWAY 61 FOR 3.6 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH
 DK1510'ON U.S. HIGHWAY 61 FOR 0.75 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1505 ***********************************************************************
 DK1505  DESIGNATION -  61 V 174 MSHD
 DK1505  PID         -  DK1505
 DK1505  STATE/COUNTY-  MS/WASHINGTON
 DK1505  USGS QUAD   -  ARCOLA (1967)
 DK1505
 DK1505                         *CURRENT SURVEY CONTROL
 DK1505  ___________________________________________________________________
 DK1505* NAD 83(1986)-  33 20 59.     (N)    090 54 47.     (W)     SCALED    
 DK1505* NAVD 88     -        37.186  (meters)     122.00   (feet)  ADJUSTED  
 DK1505  ___________________________________________________________________
 DK1505  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1505  DYNAMIC HT  -          37.147 (meters)     121.87  (feet)  COMP
 DK1505  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DK1505
 DK1505  VERT ORDER  -  SECOND    CLASS 0
 DK1505
 DK1505.The horizontal coordinates were scaled from a topographic map and have
 DK1505.an estimated accuracy of +/- 6 seconds.
 DK1505
 DK1505.The orthometric height was determined by differential leveling
 DK1505.and adjusted in June 1991.
 DK1505
 DK1505.The geoid height was determined by GEOID03.
 DK1505
 DK1505.The dynamic height is computed by dividing the NAVD 88
 DK1505.geopotential number by the normal gravity value computed on the
 DK1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1505.degrees latitude (g = 980.6199 gals.).
 DK1505
 DK1505.The modeled gravity was interpolated from observed gravity values.
 DK1505
 DK1505;                    North         East    Units  Estimated Accuracy
 DK1505;SPC MS W     -   426,970.      646,040.      MT  (+/- 180 meters Scaled)
 DK1505
 DK1505                          SUPERSEDED SURVEY CONTROL
 DK1505
 DK1505  NGVD 29 (??/??/??)   37.264  (m)          122.26   (f) ADJUSTED    2 0
 DK1505
 DK1505.Superseded values are not recommended for survey control.
 DK1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1505.See file dsdata.txt to determine how the superseded data were derived.
 DK1505
 DK1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS941920(NAD 83)
 DK1505_MARKER: DD = SURVEY DISK
 DK1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1505_STAMPING: BM 61V 174 1970
 DK1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1505+STABILITY: SURFACE MOTION
 DK1505
 DK1505  HISTORY     - Date     Condition        Report By
 DK1505  HISTORY     - 1970     MONUMENTED       MSHD
 DK1505  HISTORY     - 1971     GOOD             MSHD
 DK1505
 DK1505                          STATION DESCRIPTION
 DK1505
 DK1505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1505'3.8 MI SW FROM LELAND.
 DK1505'THE MARK IS LOCATED 3.8 MILES SOUTHWEST OF LELAND ON THE WEST R.O.W.
 DK1505'OF THE ILLINOIS CENTRAL RAILROAD TRACK.  IT IS 81 FEET WEST OF THE
 DK1505'CENTER OF U.S. HIGHWAY 61, 23.5 FEET WEST OF THE WEST RAIL, 2.5 FEET
 DK1505'NORTH OF POLE NUMBER 5828, 24 FEET EAST OF A R.O.W. FENCE, 1.5 FEET
 DK1505'SOUTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH
 DK1505'ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND
 DK1505'PROJECTS 4 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE
 DK1505'IN LELAND, GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK1505'INTERSECTION OF U.S. HIGHWAY 82.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK1505'61 FOR 0.35 MILE TO A T INTERSECTION.  TURN LEFT AND CONTINUE SOUTH ON
 DK1505'U.S. HIGHWAY 61 FOR 0.85 MILE TO THE MARK ON THE RIGHT JUST BEFORE THE
 DK1505'HIGHWAY CURVES LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1504 ***********************************************************************
 DK1504  DESIGNATION -  61 V 175 MSHD
 DK1504  PID         -  DK1504
 DK1504  STATE/COUNTY-  MS/WASHINGTON
 DK1504  USGS QUAD   -  ARCOLA (1967)
 DK1504
 DK1504                         *CURRENT SURVEY CONTROL
 DK1504  ___________________________________________________________________
 DK1504* NAD 83(1986)-  33 21 41.     (N)    090 54 41.     (W)     SCALED    
 DK1504* NAVD 88     -        37.227  (meters)     122.14   (feet)  ADJUSTED  
 DK1504  ___________________________________________________________________
 DK1504  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK1504  DYNAMIC HT  -          37.187 (meters)     122.00  (feet)  COMP
 DK1504  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 DK1504
 DK1504  VERT ORDER  -  SECOND    CLASS 0
 DK1504
 DK1504.The horizontal coordinates were scaled from a topographic map and have
 DK1504.an estimated accuracy of +/- 6 seconds.
 DK1504
 DK1504.The orthometric height was determined by differential leveling
 DK1504.and adjusted in June 1991.
 DK1504
 DK1504.The geoid height was determined by GEOID03.
 DK1504
 DK1504.The dynamic height is computed by dividing the NAVD 88
 DK1504.geopotential number by the normal gravity value computed on the
 DK1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1504.degrees latitude (g = 980.6199 gals.).
 DK1504
 DK1504.The modeled gravity was interpolated from observed gravity values.
 DK1504
 DK1504;                    North         East    Units  Estimated Accuracy
 DK1504;SPC MS W     -   428,270.      646,200.      MT  (+/- 180 meters Scaled)
 DK1504
 DK1504                          SUPERSEDED SURVEY CONTROL
 DK1504
 DK1504  NGVD 29 (??/??/??)   37.305  (m)          122.39   (f) ADJUSTED    2 0
 DK1504
 DK1504.Superseded values are not recommended for survey control.
 DK1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1504.See file dsdata.txt to determine how the superseded data were derived.
 DK1504
 DK1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS943933(NAD 83)
 DK1504_MARKER: DD = SURVEY DISK
 DK1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1504_STAMPING: BM 61V 175 1970
 DK1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1504+STABILITY: SURFACE MOTION
 DK1504
 DK1504  HISTORY     - Date     Condition        Report By
 DK1504  HISTORY     - 1970     MONUMENTED       MSHD
 DK1504  HISTORY     - 1971     GOOD             MSHD
 DK1504
 DK1504                          STATION DESCRIPTION
 DK1504
 DK1504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1504'3 MI SW FROM LELAND.
 DK1504'THE MARK IS LOCATED 3 MILES SOUTHWEST OF LELAND ABOUT MIDWAY BETWEEN
 DK1504'OLD U.S. HIGHWAY 61 AND THE ILLINOIS CENTRAL RAILROAD TRACK.  IT IS 27
 DK1504'FEET WEST OF THE CENTER OF U.S. HIGHWAY 61, 26 FEET EAST OF THE EAST
 DK1504'RAIL, 174 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 4 FEET
 DK1504'SOUTHWEST OF A TELEPHONE POLE, 58.5 FEET NORTHEAST OF POLE NUMBER
 DK1504'5801, 2 FEET NORTH OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 DK1504'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY ABOUT 2 FEET
 DK1504'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 DK1504'THE MARK FROM THE U.S. POST OFFICE IN LELAND, GO SOUTHWEST ON U.S.
 DK1504'HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.
 DK1504'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.35 MILE TO A T
 DK1504'INTERSECTION.  TURN LEFT AND CONTINUE SOUTH ON US HIGHWAY 61 FOR 2.45
 DK1504'MILES TO THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1503 ***********************************************************************
 DK1503  DESIGNATION -  61 V 176 MSHD
 DK1503  PID         -  DK1503
 DK1503  STATE/COUNTY-  MS/WASHINGTON
 DK1503  USGS QUAD   -  ARCOLA (1967)
 DK1503
 DK1503                         *CURRENT SURVEY CONTROL
 DK1503  ___________________________________________________________________
 DK1503* NAD 83(1986)-  33 22 26.     (N)    090 54 36.     (W)     SCALED    
 DK1503* NAVD 88     -        37.023  (meters)     121.47   (feet)  ADJUSTED  
 DK1503  ___________________________________________________________________
 DK1503  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK1503  DYNAMIC HT  -          36.984 (meters)     121.34  (feet)  COMP
 DK1503  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DK1503
 DK1503  VERT ORDER  -  SECOND    CLASS 0
 DK1503
 DK1503.The horizontal coordinates were scaled from a topographic map and have
 DK1503.an estimated accuracy of +/- 6 seconds.
 DK1503
 DK1503.The orthometric height was determined by differential leveling
 DK1503.and adjusted in June 1991.
 DK1503
 DK1503.The geoid height was determined by GEOID03.
 DK1503
 DK1503.The dynamic height is computed by dividing the NAVD 88
 DK1503.geopotential number by the normal gravity value computed on the
 DK1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1503.degrees latitude (g = 980.6199 gals.).
 DK1503
 DK1503.The modeled gravity was interpolated from observed gravity values.
 DK1503
 DK1503;                    North         East    Units  Estimated Accuracy
 DK1503;SPC MS W     -   429,650.      646,340.      MT  (+/- 180 meters Scaled)
 DK1503
 DK1503                          SUPERSEDED SURVEY CONTROL
 DK1503
 DK1503  NGVD 29 (??/??/??)   37.102  (m)          121.73   (f) ADJUSTED    2 0
 DK1503
 DK1503.Superseded values are not recommended for survey control.
 DK1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1503.See file dsdata.txt to determine how the superseded data were derived.
 DK1503
 DK1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS944946(NAD 83)
 DK1503_MARKER: DD = SURVEY DISK
 DK1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1503_STAMPING: BM 61V 176 1970
 DK1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1503+STABILITY: SURFACE MOTION
 DK1503
 DK1503  HISTORY     - Date     Condition        Report By
 DK1503  HISTORY     - 1970     MONUMENTED       MSHD
 DK1503  HISTORY     - 1971     GOOD             MSHD
 DK1503
 DK1503                          STATION DESCRIPTION
 DK1503
 DK1503'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1503'2 MI SW FROM LELAND.
 DK1503'THE MARK IS LOCATED 2 MILES SOUTHWEST OF LELAND ON THE WEST R.O.W. OF
 DK1503'THE ILLINOIS CENTRAL RAILROAD TRACK NEAR THE EAST BOUNDARY OF THE
 DK1503'PROPERTY OF A SMALL WHITE CHURCH.  IT IS 168.5 FEET WEST OF THE CENTER
 DK1503'OF U.S. HIGHWAY 61, 21 FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF
 DK1503'THE CENTER OF A DRIVEWAY, 87.5 FEET NORTHWEST OF MILE POST NUMBER 142,
 DK1503'102.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 2.5 FEET
 DK1503'SOUTHEAST OF POLE NUMBER 5770, 2 FEET NORTH OF A METAL WITNESS POST.
 DK1503'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET
 DK1503'BELOW THE LEVEL OF THE TRACK AND PROJECTS 1 INCH. NOTE-- TO REACH THE
 DK1503'MARK FROM THE U.S. POST OFFICE IN LELAND, GO SOUTHWEST ON U.S. HIGHWAY
 DK1503'61 FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. CONTINUE
 DK1503'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.35 MILE TO A T INTERSECTION.
 DK1503'CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.1 MILES TO A SIDE ROAD RIGHT.
 DK1503'CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.4 MILE TO A DRIVEWAY LEADING
 DK1503'TO A WHITE ASBESTOS SIDING CHURCH.  THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0411 ***********************************************************************
 DK0411  DESIGNATION -  61 V 177 MSHD
 DK0411  PID         -  DK0411
 DK0411  STATE/COUNTY-  MS/WASHINGTON
 DK0411  USGS QUAD   -  LELAND (1967)
 DK0411
 DK0411                         *CURRENT SURVEY CONTROL
 DK0411  ___________________________________________________________________
 DK0411* NAD 83(1986)-  33 23 09.     (N)    090 54 28.     (W)     SCALED    
 DK0411* NAVD 88     -        36.591  (meters)     120.05   (feet)  ADJUSTED  
 DK0411  ___________________________________________________________________
 DK0411  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0411  DYNAMIC HT  -          36.552 (meters)     119.92  (feet)  COMP
 DK0411  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DK0411
 DK0411  VERT ORDER  -  SECOND    CLASS 0
 DK0411
 DK0411.The horizontal coordinates were scaled from a topographic map and have
 DK0411.an estimated accuracy of +/- 6 seconds.
 DK0411
 DK0411.The orthometric height was determined by differential leveling
 DK0411.and adjusted in June 1991.
 DK0411
 DK0411.The geoid height was determined by GEOID03.
 DK0411
 DK0411.The dynamic height is computed by dividing the NAVD 88
 DK0411.geopotential number by the normal gravity value computed on the
 DK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0411.degrees latitude (g = 980.6199 gals.).
 DK0411
 DK0411.The modeled gravity was interpolated from observed gravity values.
 DK0411
 DK0411;                    North         East    Units  Estimated Accuracy
 DK0411;SPC MS W     -   430,980.      646,550.      MT  (+/- 180 meters Scaled)
 DK0411
 DK0411                          SUPERSEDED SURVEY CONTROL
 DK0411
 DK0411  NGVD 29 (??/??/??)   36.670  (m)          120.31   (f) ADJUSTED    2 0
 DK0411
 DK0411.Superseded values are not recommended for survey control.
 DK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0411.See file dsdata.txt to determine how the superseded data were derived.
 DK0411
 DK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS946960(NAD 83)
 DK0411_MARKER: DD = SURVEY DISK
 DK0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0411_STAMPING: BM 61V 177 1975
 DK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0411+STABILITY: SURFACE MOTION
 DK0411
 DK0411  HISTORY     - Date     Condition        Report By
 DK0411  HISTORY     - 1975     MONUMENTED       MSHD
 DK0411
 DK0411                          STATION DESCRIPTION
 DK0411
 DK0411'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DK0411'1.3 MI SW FROM LELAND.
 DK0411'THE MARK IS LOCATED 1.3 MILES SOUTHWEST OF THE CENTER OF LELAND IN THE
 DK0411'SOUTHEAST ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH THE I.C.R.R.
 DK0411'TRACK, 2.7 MILES NORTH OF THE COMMUNITY OF BURLETT IN THE NORTHWEST
 DK0411'1/4 OF THE NORTHEAST 1/4 OF SECTION 27, T 18N, R 7W.  IT IS 119 FEET
 DK0411'WEST OF THE CENTER OF OLD U.S. HIGHWAY 61, 29 FEET EAST OF THE EAST
 DK0411'RAIL, 24 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 67 FEET SOUTHEAST
 DK0411'OF TELEPHONE CABLE POLE NO. 5739 SET IN THE TOP OF A ROUND CONCRETE
 DK0411'POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.
 DK0411'TO REACH FROM THE U.S. POST OFFICE IN LELAND GO SOUTHWEST ON BROAD
 DK0411'STREET (OLD HIGHWAY 61) FOR 0.55 MILE TO THE INTERSECTION OF U.S.
 DK0411'HIGHWAY 82.  CONTINUE SOUTH ON OLD HIGHWAY 61 FOR 0.35 MILE TO A
 DK0411'REVERSE Y.  TURN LEFT AND CONTINUE SOUTH ON OLD U.S. HIGHWAY 61 FOR
 DK0411'0.55 MILE TO A PRIVATE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0418 ***********************************************************************
 DK0418  DESIGNATION -  61 V 178 MSHD
 DK0418  PID         -  DK0418
 DK0418  STATE/COUNTY-  MS/WASHINGTON
 DK0418  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0418
 DK0418                         *CURRENT SURVEY CONTROL
 DK0418  ___________________________________________________________________
 DK0418* NAD 83(1986)-  33 26 17.     (N)    090 51 55.     (W)     SCALED    
 DK0418* NAVD 88     -        37.849  (meters)     124.18   (feet)  ADJUSTED  
 DK0418  ___________________________________________________________________
 DK0418  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0418  DYNAMIC HT  -          37.810 (meters)     124.05  (feet)  COMP
 DK0418  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 DK0418
 DK0418  VERT ORDER  -  SECOND    CLASS II
 DK0418
 DK0418.The horizontal coordinates were scaled from a topographic map and have
 DK0418.an estimated accuracy of +/- 6 seconds.
 DK0418
 DK0418.The orthometric height was determined by differential leveling
 DK0418.and adjusted in June 1991.
 DK0418
 DK0418.The geoid height was determined by GEOID03.
 DK0418
 DK0418.The dynamic height is computed by dividing the NAVD 88
 DK0418.geopotential number by the normal gravity value computed on the
 DK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0418.degrees latitude (g = 980.6199 gals.).
 DK0418
 DK0418.The modeled gravity was interpolated from observed gravity values.
 DK0418
 DK0418;                    North         East    Units  Estimated Accuracy
 DK0418;SPC MS W     -   436,750.      650,540.      MT  (+/- 180 meters Scaled)
 DK0418
 DK0418                          SUPERSEDED SURVEY CONTROL
 DK0418
 DK0418  NGVD 29 (??/??/??)   37.923  (m)          124.42   (f) ADJUSTED    2 2
 DK0418
 DK0418.Superseded values are not recommended for survey control.
 DK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0418.See file dsdata.txt to determine how the superseded data were derived.
 DK0418
 DK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT984018(NAD 83)
 DK0418_MARKER: DD = SURVEY DISK
 DK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0418_STAMPING: BM 61V 178 1972
 DK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0418+STABILITY: SURFACE MOTION
 DK0418
 DK0418  HISTORY     - Date     Condition        Report By
 DK0418  HISTORY     - 1972     MONUMENTED       MSHD
 DK0418
 DK0418                          STATION DESCRIPTION
 DK0418
 DK0418'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0418'3 MI NE FROM LELAND.
 DK0418'THE MARK IS LOCATED 3 MILES NORTHEAST OF LELAND IN THE BASE OF THE
 DK0418'CURVED PART OF THE SOUTH END OF THE WEST RAILING OF A CONCRETE BRIDGE
 DK0418'OVER BEAR BAYOU, 1.3 MILES NORTHEAST OF ELIZABETH IN THE SOUTHWEST 1/4
 DK0418'OF THE NORTHWEST 1/4 OF SECTION 6, T 18N, R 6W.  IT IS 16.5 FEET
 DK0418'WEST-NORTHWEST OF THE CENTER OF HIGHWAY 61, 63 FEET SOUTHEAST OF
 DK0418'TELEPHONE CABLE POLE NO. 27, 2.5 FEET EAST OF A METAL WITNESS POST SET
 DK0418'IN A DRILL HOLE IN THE SOUTH END OF THE BASE OF THE WEST CURVED
 DK0418'RAILING OF A CONCRETE BRIDGE AND IS ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 DK0418'THE HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0418'NORTHEAST ON U.S. HIGHWAY 61 FOR 3 MILES TO THE BRIDGE AND THE MARK ON
 DK0418'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0419 ***********************************************************************
 DK0419  DESIGNATION -  61 V 179 MSHD
 DK0419  PID         -  DK0419
 DK0419  STATE/COUNTY-  MS/WASHINGTON
 DK0419  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0419
 DK0419                         *CURRENT SURVEY CONTROL
 DK0419  ___________________________________________________________________
 DK0419* NAD 83(1986)-  33 26 47.     (N)    090 51 33.     (W)     SCALED    
 DK0419* NAVD 88     -        37.201  (meters)     122.05   (feet)  ADJUSTED  
 DK0419  ___________________________________________________________________
 DK0419  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0419  DYNAMIC HT  -          37.161 (meters)     121.92  (feet)  COMP
 DK0419  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DK0419
 DK0419  VERT ORDER  -  SECOND    CLASS II
 DK0419
 DK0419.The horizontal coordinates were scaled from a topographic map and have
 DK0419.an estimated accuracy of +/- 6 seconds.
 DK0419
 DK0419.The orthometric height was determined by differential leveling
 DK0419.and adjusted in June 1991.
 DK0419
 DK0419.The geoid height was determined by GEOID03.
 DK0419
 DK0419.The dynamic height is computed by dividing the NAVD 88
 DK0419.geopotential number by the normal gravity value computed on the
 DK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0419.degrees latitude (g = 980.6199 gals.).
 DK0419
 DK0419.The modeled gravity was interpolated from observed gravity values.
 DK0419
 DK0419;                    North         East    Units  Estimated Accuracy
 DK0419;SPC MS W     -   437,670.      651,110.      MT  (+/- 180 meters Scaled)
 DK0419
 DK0419                          SUPERSEDED SURVEY CONTROL
 DK0419
 DK0419  NGVD 29 (??/??/??)   37.272  (m)          122.28   (f) ADJUSTED    2 2
 DK0419
 DK0419.Superseded values are not recommended for survey control.
 DK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0419.See file dsdata.txt to determine how the superseded data were derived.
 DK0419
 DK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT989028(NAD 83)
 DK0419_MARKER: DD = SURVEY DISK
 DK0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0419_SP_SET: BRIDGE DRILL HOLE
 DK0419_STAMPING: BM 61V 179 1971
 DK0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0419
 DK0419  HISTORY     - Date     Condition        Report By
 DK0419  HISTORY     - 1971     MONUMENTED       MSHD
 DK0419
 DK0419                          STATION DESCRIPTION
 DK0419
 DK0419'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0419'3.8 MI NE FROM LELAND.
 DK0419'THE MARK IS LOCATED 3.8 MILES NE OF LELAND IN THE EAST END OF THE BASE
 DK0419'OF THE CURVED PART OF THE SE RAILING OF A CONCRETE BRIDGE OVER KNOX
 DK0419'BAYOU, 2 MILES NE OF ELIZABETH.  IT IS 17 FEET SE OF THE CENTER OF
 DK0419'HIGHWAY 61, 64 FEET SE OF A POWER POLE NO. 66 31 11, 76.5 FEET SE OF A
 DK0419'POLE SUPPORTING A TELEPHONE CABLE ACROSS THE BAYOU, 5 FEET SOUTH OF A
 DK0419'METAL POST WITH A YELLOW AND BLACK STRIPPED SIGN ON ONE SIDE AND A
 DK0419'WITNESS SIGN ON THE OTHER SIDE, SET IN A DRILL HOLE IN THE EAST END OF
 DK0419'THE BASE OF THE CURVED PART OF THE SE CONCRETE RAILING OF A BRIDGE
 DK0419'OVER KNOX BAYOU AND IS ABOUT 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DK0419'TO REACH FROM THE U.S. POST OFFICE IN LELAND GO NORTHEAST ON U.S.
 DK0419'HIGHWAY 61 FOR 3.8 MILES TO THE NE END OF THE BRIDGE AND THE MARK ON
 DK0419'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1072 ***********************************************************************
 BW1072  DESIGNATION -  61 V 18
 BW1072  PID         -  BW1072
 BW1072  STATE/COUNTY-  MS/WILKINSON
 BW1072  USGS QUAD   -  LANEHEART (1988)
 BW1072
 BW1072                         *CURRENT SURVEY CONTROL
 BW1072  ___________________________________________________________________
 BW1072* NAD 83(1986)-  31 11 39.     (N)    091 17 07.     (W)     SCALED    
 BW1072* NAVD 88     -        44.88   (+/-2cm)     147.2    (feet)  VERTCON   
 BW1072  ___________________________________________________________________
 BW1072  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BW1072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1072
 BW1072.The horizontal coordinates were scaled from a topographic map and have
 BW1072.an estimated accuracy of +/- 6 seconds.
 BW1072
 BW1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1072.The vertical order pertains to the NGVD 29 superseded value.
 BW1072
 BW1072.The geoid height was determined by GEOID03.
 BW1072
 BW1072;                    North         East    Units  Estimated Accuracy
 BW1072;SPC MS W     -   188,190.      609,270.      MT  (+/- 180 meters Scaled)
 BW1072
 BW1072                          SUPERSEDED SURVEY CONTROL
 BW1072
 BW1072  NGVD 29 (??/??/92)   44.864  (m)          147.19   (f) ADJ UNCH    2 0
 BW1072
 BW1072.Superseded values are not recommended for survey control.
 BW1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1072.See file dsdata.txt to determine how the superseded data were derived.
 BW1072
 BW1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ633523(NAD 83)
 BW1072_MARKER: DD = SURVEY DISK
 BW1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1072_SP_SET: BRIDGE
 BW1072_STAMPING: BM 61V-18 1969
 BW1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1072
 BW1072  HISTORY     - Date     Condition        Report By
 BW1072  HISTORY     - 1969     MONUMENTED       MSHD
 BW1072
 BW1072                          STATION DESCRIPTION
 BW1072
 BW1072'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1072'6.3 MI N FROM WOODVILLE.
 BW1072'THE MARK IS LOCATED 6.3 MILES NORTH OF WOODVILLE IN THE EAST END OF
 BW1072'THE NORTH ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK NEAR THE CENTER
 BW1072'OF SECTION 41, T 3N, R 2W.  IT IS 14.5 FEET EAST OF THE CENTER OF
 BW1072'HIGHWAY 61, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN A DRILLED
 BW1072'HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE AND IS
 BW1072'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE WILKINSON
 BW1072'COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY
 BW1072'24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT
 BW1072'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 6.9 MILES TO THE NORTH END
 BW1072'OF A CONCRETE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0421 ***********************************************************************
 DK0421  DESIGNATION -  61 V 180 MSHD RESET 1976
 DK0421  PID         -  DK0421
 DK0421  STATE/COUNTY-  MS/WASHINGTON
 DK0421  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0421
 DK0421                         *CURRENT SURVEY CONTROL
 DK0421  ___________________________________________________________________
 DK0421* NAD 83(1986)-  33 27 36.     (N)    090 51 07.     (W)     SCALED    
 DK0421* NAVD 88     -        36.06   (+/-2cm)     118.3    (feet)  VERTCON   
 DK0421  ___________________________________________________________________
 DK0421  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0421  VERT ORDER  -  THIRD (See Below)
 DK0421
 DK0421.The horizontal coordinates were scaled from a topographic map and have
 DK0421.an estimated accuracy of +/- 6 seconds.
 DK0421
 DK0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0421.The vertical order pertains to the NGVD 29 superseded value.
 DK0421
 DK0421.The geoid height was determined by GEOID03.
 DK0421
 DK0421;                    North         East    Units  Estimated Accuracy
 DK0421;SPC MS W     -   439,180.      651,790.      MT  (+/- 180 meters Scaled)
 DK0421
 DK0421                          SUPERSEDED SURVEY CONTROL
 DK0421
 DK0421  NGVD 29 (??/??/??)   36.13   (m)          118.5    (f) RESET       3  
 DK0421
 DK0421.Superseded values are not recommended for survey control.
 DK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0421.See file dsdata.txt to determine how the superseded data were derived.
 DK0421
 DK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT996043(NAD 83)
 DK0421_MARKER: DB = BENCH MARK DISK
 DK0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0421_SP_SET: 4 FEET
 DK0421_STAMPING: 61V 180 RESET 1976
 DK0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0421
 DK0421  HISTORY     - Date     Condition        Report By
 DK0421  HISTORY     - 1976     MONUMENTED       NGS
 DK0421
 DK0421                          STATION DESCRIPTION
 DK0421
 DK0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0421'4.7 MI NE FROM LELAND.
 DK0421'1.6 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN LELAND
 DK0421'TO THE JUNCTION OF U.S. HIGHWAY 61 BY-PASS, THENCE NORTH ALONG U.S.
 DK0421'HIGHWAY 61 FOR 2.95 MILES TO MARK ON THE LEFT, 59.5 FEET WEST OF THE
 DK0421'SOUTH-BOUND LANE OF HIGHWAY, 57.5 FEET EAST OF A 20 INCH PECAN TREE,
 DK0421'4.5 FEET WEST OF A TELEPHONE CABLE WARNING POLE, 4.5 FEET
 DK0421'WEST-NORTHWEST OF A FENCE CORNER AND 2.5 FEET NORTH OF A METAL WITNESS
 DK0421'POST AND SIGN IN FENCELINE, SET FLUSH WITH THE GROUND.  A STANDARD
 DK0421'DISK CRIMPED ON TOP OF A 4 FOOT COPPER COATED ROD WITH BASEPLATE AND
 DK0421'COLLAR.  SE 1/2, SECTION 30, T 19 N, R 6W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0423 ***********************************************************************
 DK0423  DESIGNATION -  61 V 181 MSHD
 DK0423  PID         -  DK0423
 DK0423  STATE/COUNTY-  MS/WASHINGTON
 DK0423  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0423
 DK0423                         *CURRENT SURVEY CONTROL
 DK0423  ___________________________________________________________________
 DK0423* NAD 83(1986)-  33 28 14.     (N)    090 50 51.     (W)     SCALED    
 DK0423* NAVD 88     -        36.817  (meters)     120.79   (feet)  ADJUSTED  
 DK0423  ___________________________________________________________________
 DK0423  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0423  DYNAMIC HT  -          36.778 (meters)     120.66  (feet)  COMP
 DK0423  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DK0423
 DK0423  VERT ORDER  -  SECOND    CLASS II
 DK0423
 DK0423.The horizontal coordinates were scaled from a topographic map and have
 DK0423.an estimated accuracy of +/- 6 seconds.
 DK0423
 DK0423.The orthometric height was determined by differential leveling
 DK0423.and adjusted in June 1991.
 DK0423
 DK0423.The geoid height was determined by GEOID03.
 DK0423
 DK0423.The dynamic height is computed by dividing the NAVD 88
 DK0423.geopotential number by the normal gravity value computed on the
 DK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0423.degrees latitude (g = 980.6199 gals.).
 DK0423
 DK0423.The modeled gravity was interpolated from observed gravity values.
 DK0423
 DK0423;                    North         East    Units  Estimated Accuracy
 DK0423;SPC MS W     -   440,340.      652,210.      MT  (+/- 180 meters Scaled)
 DK0423
 DK0423                          SUPERSEDED SURVEY CONTROL
 DK0423
 DK0423  NGVD 29 (??/??/??)   36.883  (m)          121.01   (f) ADJUSTED    2 2
 DK0423
 DK0423.Superseded values are not recommended for survey control.
 DK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0423.See file dsdata.txt to determine how the superseded data were derived.
 DK0423
 DK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT000055(NAD 83)
 DK0423_MARKER: DD = SURVEY DISK
 DK0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0423_SP_SET: CONCRETE CYLINDER
 DK0423_STAMPING: BM 61V 181 1971
 DK0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0423
 DK0423  HISTORY     - Date     Condition        Report By
 DK0423  HISTORY     - 1971     MONUMENTED       MSHD
 DK0423
 DK0423                          STATION DESCRIPTION
 DK0423
 DK0423'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0423'4.5 MI NE FROM LELAND.
 DK0423'THE MARK IS LOCATED 4.5 MILES NE OF LELAND IN THE NE ANGLE OF THE
 DK0423'CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A BLACK TOP ROAD
 DK0423'AT HEADS, 3.7 MILES NE OF ELIZABETH IN THE NE CORNER OF SECTION 30, T
 DK0423'19N, R 6W.  IT IS 76 FEET EAST OF C AND GS BENCH MARK H 47, 396 FEET
 DK0423'WEST OF THE CENTER OF HIGHWAY 61, 35 FEET EAST OF THE EAST RAIL, 31
 DK0423'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 114.5 FEET SW OF THE SW
 DK0423'CORNER OF A COTTON GIN, 67.5 FEET SW OF THE SOUTH POST OF A SHED, 39.5
 DK0423'FEET WSW OF A POWER POLE WITH A TRANSFORMER AND A LAMP ON IT, 76 FEET
 DK0423'NORTH OF A TELEPHONE POLE, 64 FEET EAST OF ANOTHER TELEPHONE POLE, 16
 DK0423'FEET NORTHWEST OF A RAILROAD STOP SIGN, 1 FOOT SOUTHWEST OF A METAL
 DK0423'WITNESS POST SET IN THE TOP OF A CONCRETE CYLINDER ABOUT 8 FEET BELOW
 DK0423'THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND.  TO REACH FROM
 DK0423'THE U.S. POST OFFICE IN LELAND GO NE ON U.S. HIGHWAY 61 FOR 5.5 MILES
 DK0423'TO A SIDE ROAD AND A COTTON GIN AND THE MARK ON THE LEFT JUST BEFORE
 DK0423'REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0425 ***********************************************************************
 DK0425  DESIGNATION -  61 V 182 MSHD
 DK0425  PID         -  DK0425
 DK0425  STATE/COUNTY-  MS/WASHINGTON
 DK0425  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0425
 DK0425                         *CURRENT SURVEY CONTROL
 DK0425  ___________________________________________________________________
 DK0425* NAD 83(1986)-  33 28 52.     (N)    090 50 36.     (W)     SCALED    
 DK0425* NAVD 88     -        36.369  (meters)     119.32   (feet)  ADJUSTED  
 DK0425  ___________________________________________________________________
 DK0425  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0425  DYNAMIC HT  -          36.330 (meters)     119.19  (feet)  COMP
 DK0425  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 DK0425
 DK0425  VERT ORDER  -  SECOND    CLASS II
 DK0425
 DK0425.The horizontal coordinates were scaled from a topographic map and have
 DK0425.an estimated accuracy of +/- 6 seconds.
 DK0425
 DK0425.The orthometric height was determined by differential leveling
 DK0425.and adjusted in June 1991.
 DK0425
 DK0425.The geoid height was determined by GEOID03.
 DK0425
 DK0425.The dynamic height is computed by dividing the NAVD 88
 DK0425.geopotential number by the normal gravity value computed on the
 DK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0425.degrees latitude (g = 980.6199 gals.).
 DK0425
 DK0425.The modeled gravity was interpolated from observed gravity values.
 DK0425
 DK0425;                    North         East    Units  Estimated Accuracy
 DK0425;SPC MS W     -   441,510.      652,600.      MT  (+/- 180 meters Scaled)
 DK0425
 DK0425                          SUPERSEDED SURVEY CONTROL
 DK0425
 DK0425  NGVD 29 (??/??/??)   36.437  (m)          119.54   (f) ADJUSTED    2 2
 DK0425
 DK0425.Superseded values are not recommended for survey control.
 DK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0425.See file dsdata.txt to determine how the superseded data were derived.
 DK0425
 DK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT003067(NAD 83)
 DK0425_MARKER: DD = SURVEY DISK
 DK0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0425_SP_SET: CONCRETE CYLINDER
 DK0425_STAMPING: BM 61V 182 1971
 DK0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0425
 DK0425  HISTORY     - Date     Condition        Report By
 DK0425  HISTORY     - 1971     MONUMENTED       MSHD
 DK0425
 DK0425                          STATION DESCRIPTION
 DK0425
 DK0425'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0425'6 MI NE FROM LELAND.
 DK0425'THE MARK IS LOCATED 6 MILES NE OF LELAND NEAR THE EAST ROW OF THE
 DK0425'ILLINOIS CENTRAL RAILROAD TRACK ON THE WEST EDGE OF A YOUNG PECAN
 DK0425'ORCHARD, 4.5 MILES NE OF ELIZABETH IN THE SW 1/4 OF THE NW 1/4 OF
 DK0425'SECTION 20, T 19N, R 6W.  IT IS 471 FEET WEST OF THE CENTER OF HIGHWAY
 DK0425'61, 46 FEET EAST OF THE EAST RAIL, 41 FEET NE OF A TELEPHONE POLE, 3
 DK0425'FEET WEST OF THE NW CORNER OF A FENCE, 1.5 FEET SOUTH OF A METAL
 DK0425'WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 8
 DK0425'FEET BELOW THE LEVEL OF THE TRACK, 4 FEET BELOW THE LEVEL OF THE
 DK0425'HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0425'LELAND GO NORTHEAST ON U.S. HIGHWAY 61 FOR 5.5 MILES TO A SIDE ROAD
 DK0425'AND A COTTON GIN ON THE LEFT JUST BEFORE REACHING A SIDE ROAD RIGHT.
 DK0425'CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 0.75 MILES TO THE NORTH SIDE
 DK0425'OF A FENCE AROUND A PECAN ORCHARD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0620 ***********************************************************************
 DK0620  DESIGNATION -  61 V 183 MSHD
 DK0620  PID         -  DK0620
 DK0620  STATE/COUNTY-  MS/WASHINGTON
 DK0620  USGS QUAD   -  SHAW (1967)
 DK0620
 DK0620                         *CURRENT SURVEY CONTROL
 DK0620  ___________________________________________________________________
 DK0620* NAD 83(1986)-  33 30 25.     (N)    090 49 56.     (W)     SCALED    
 DK0620* NAVD 88     -        36.369  (meters)     119.32   (feet)  ADJUSTED  
 DK0620  ___________________________________________________________________
 DK0620  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0620  DYNAMIC HT  -          36.331 (meters)     119.20  (feet)  COMP
 DK0620  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 DK0620
 DK0620  VERT ORDER  -  SECOND    CLASS II
 DK0620
 DK0620.The horizontal coordinates were scaled from a topographic map and have
 DK0620.an estimated accuracy of +/- 6 seconds.
 DK0620
 DK0620.The orthometric height was determined by differential leveling
 DK0620.and adjusted in June 1991.
 DK0620
 DK0620.The geoid height was determined by GEOID03.
 DK0620
 DK0620.The dynamic height is computed by dividing the NAVD 88
 DK0620.geopotential number by the normal gravity value computed on the
 DK0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0620.degrees latitude (g = 980.6199 gals.).
 DK0620
 DK0620.The modeled gravity was interpolated from observed gravity values.
 DK0620
 DK0620;                    North         East    Units  Estimated Accuracy
 DK0620;SPC MS W     -   444,370.      653,650.      MT  (+/- 180 meters Scaled)
 DK0620
 DK0620                          SUPERSEDED SURVEY CONTROL
 DK0620
 DK0620  NGVD 29 (??/??/??)   36.443  (m)          119.56   (f) ADJUSTED    2 2
 DK0620
 DK0620.Superseded values are not recommended for survey control.
 DK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0620.See file dsdata.txt to determine how the superseded data were derived.
 DK0620
 DK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT013095(NAD 83)
 DK0620_MARKER: DD = SURVEY DISK
 DK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0620_STAMPING: BM 61V 183 1971
 DK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0620+STABILITY: SURFACE MOTION
 DK0620
 DK0620  HISTORY     - Date     Condition        Report By
 DK0620  HISTORY     - 1971     MONUMENTED       MSHD
 DK0620
 DK0620                          STATION DESCRIPTION
 DK0620
 DK0620'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0620'7.3 MI SW FROM SHAW.
 DK0620'THE MARK IS LOCATED 7.3 MILES SW OF SHAW ON THE SE ROW OF THE ILLINOIS
 DK0620'CENTRAL RAILROAD TRACK NEAR THE WOODEN RAILROAD BRIDGE, 8 MILES NE OF
 DK0620'LELAND IN THE NE 1/4 OF THE SE 1/4 OF SECTION 8, T 19N, R 6W. IT IS 81
 DK0620'FEET NW OF THE CENTER OF HIGHWAY 61, 21.5 FEET SE OF THE SE RAIL, 19.5
 DK0620'FEET SE OF THE NE CORNER OF A RAILROAD BRIDGE, 50 FEET SW OF A
 DK0620'TELEPHONE POLE, 73.5 FEET NW OF A TELEPHONE CABLE POLE WITH A GUY
 DK0620'WIRE, 64.5 FEET NW OF A TELEPHONE POLE WITH GUY WIRE, 109 FEET NW OF
 DK0620'THE NORTH END OF THE WEST HEADWALL OF A BOX CULVERT UNDER HIGHWAY 61,
 DK0620'1.5 FEET SSW OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 DK0620'CONCRETE CYLINDER ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 4
 DK0620'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. TO REACH
 DK0620'FROM THE INTERSECTION OF STATE HIGHWAY 448 AND U.S. HIGHWAY 61 AT THE
 DK0620'EAST EDGE OF SHAW GO SOUTH ON U.S. HIGHWAY 61 FOR 6.1 MILES TO THE
 DK0620'JUNCTION OF STATE HIGHWAY 450.  CONTINUE SW ON U.S. HIGHWAY 61 FOR 4.1
 DK0620'MILES TO THE RAILROAD BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0621 ***********************************************************************
 DK0621  DESIGNATION -  61 V 184 MSHD
 DK0621  PID         -  DK0621
 DK0621  STATE/COUNTY-  MS/WASHINGTON
 DK0621  USGS QUAD   -  SHAW (1967)
 DK0621
 DK0621                         *CURRENT SURVEY CONTROL
 DK0621  ___________________________________________________________________
 DK0621* NAD 83(1986)-  33 31 13.     (N)    090 49 37.     (W)     SCALED    
 DK0621* NAVD 88     -        37.370  (meters)     122.60   (feet)  ADJUSTED  
 DK0621  ___________________________________________________________________
 DK0621  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0621  DYNAMIC HT  -          37.331 (meters)     122.48  (feet)  COMP
 DK0621  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DK0621
 DK0621  VERT ORDER  -  SECOND    CLASS II
 DK0621
 DK0621.The horizontal coordinates were scaled from a topographic map and have
 DK0621.an estimated accuracy of +/- 6 seconds.
 DK0621
 DK0621.The orthometric height was determined by differential leveling
 DK0621.and adjusted in June 1991.
 DK0621
 DK0621.The geoid height was determined by GEOID03.
 DK0621
 DK0621.The dynamic height is computed by dividing the NAVD 88
 DK0621.geopotential number by the normal gravity value computed on the
 DK0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0621.degrees latitude (g = 980.6199 gals.).
 DK0621
 DK0621.The modeled gravity was interpolated from observed gravity values.
 DK0621
 DK0621;                    North         East    Units  Estimated Accuracy
 DK0621;SPC MS W     -   445,850.      654,150.      MT  (+/- 180 meters Scaled)
 DK0621
 DK0621                          SUPERSEDED SURVEY CONTROL
 DK0621
 DK0621  NGVD 29 (??/??/??)   37.447  (m)          122.86   (f) ADJUSTED    2 2
 DK0621
 DK0621.Superseded values are not recommended for survey control.
 DK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0621.See file dsdata.txt to determine how the superseded data were derived.
 DK0621
 DK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT018110(NAD 83)
 DK0621_MARKER: DD = SURVEY DISK
 DK0621_SETTING: 0 = UNSPECIFIED SETTING
 DK0621_STAMPING: BM 61V 184 1971
 DK0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0621
 DK0621  HISTORY     - Date     Condition        Report By
 DK0621  HISTORY     - 1971     MONUMENTED       MSHD
 DK0621
 DK0621                          STATION DESCRIPTION
 DK0621
 DK0621'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0621'6.3 MI SW FROM SHAW.
 DK0621'THE MARK IS LOCATED 6.3 MILES SW OF SHAW ON THE EAST ROW OF THE
 DK0621'ILLINOIS CENTRAL RAILROAD TRACK, 0.6 MILE SOUTH OF THE BOLIVAR
 DK0621'WASHINGTON COUNTY LINE, 9 MILES NE OF LELAND IN THE NE 1/4 OF THE SW
 DK0621'1/4 OF SECTION 4, T 19N, R 6W.  IT IS 55 FEET WEST OF THE CENTER OF
 DK0621'HIGHWAY 61, 28.5 FEET EAST OF THE EAST RAIL, 21 FEET WEST OF A ROW OF
 DK0621'TELEPHONE CABLE POLES, 35.5 FEET SW OF TELEPHONE CABLE POLE NO. 113, 3
 DK0621'FEET SOUTH OF A TELEPHONE POLE ON LINE WITH A ROW OF POLES, 1.5 FEET
 DK0621'SW OF A METAL WITNESS POST ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK
 DK0621'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DK0621'GROUND.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 448 AND U.S.
 DK0621'HIGHWAY 61 IN SHAW GO SOUTH ON U.S. HIGHWAY 61 FOR 3.6 MILES TO THE
 DK0621'JUNCTION OF STATE HIGHWAY 450.  CONTINUE SW ON U.S. HIGHWAY 61 FOR 3.1
 DK0621'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0714 ***********************************************************************
 DK0714  DESIGNATION -  61 V 185 MSHD
 DK0714  PID         -  DK0714
 DK0714  STATE/COUNTY-  MS/BOLIVAR
 DK0714  USGS QUAD   -  SHAW (1967)
 DK0714
 DK0714                         *CURRENT SURVEY CONTROL
 DK0714  ___________________________________________________________________
 DK0714* NAD 83(1986)-  33 32 03.     (N)    090 49 11.     (W)     SCALED    
 DK0714* NAVD 88     -        37.481  (meters)     122.97   (feet)  ADJUSTED  
 DK0714  ___________________________________________________________________
 DK0714  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK0714  DYNAMIC HT  -          37.442 (meters)     122.84  (feet)  COMP
 DK0714  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 DK0714
 DK0714  VERT ORDER  -  SECOND    CLASS II
 DK0714
 DK0714.The horizontal coordinates were scaled from a topographic map and have
 DK0714.an estimated accuracy of +/- 6 seconds.
 DK0714
 DK0714.The orthometric height was determined by differential leveling
 DK0714.and adjusted in June 1991.
 DK0714
 DK0714.The geoid height was determined by GEOID03.
 DK0714
 DK0714.The dynamic height is computed by dividing the NAVD 88
 DK0714.geopotential number by the normal gravity value computed on the
 DK0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0714.degrees latitude (g = 980.6199 gals.).
 DK0714
 DK0714.The modeled gravity was interpolated from observed gravity values.
 DK0714
 DK0714;                    North         East    Units  Estimated Accuracy
 DK0714;SPC MS W     -   447,390.      654,820.      MT  (+/- 180 meters Scaled)
 DK0714
 DK0714                          SUPERSEDED SURVEY CONTROL
 DK0714
 DK0714  NGVD 29 (??/??/??)   37.560  (m)          123.23   (f) ADJUSTED    2 2
 DK0714
 DK0714.Superseded values are not recommended for survey control.
 DK0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0714.See file dsdata.txt to determine how the superseded data were derived.
 DK0714
 DK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT024126(NAD 83)
 DK0714_MARKER: DD = SURVEY DISK
 DK0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0714_STAMPING: BM 61V 185 1971
 DK0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0714+STABILITY: SURFACE MOTION
 DK0714
 DK0714  HISTORY     - Date     Condition        Report By
 DK0714  HISTORY     - 1971     MONUMENTED       MSHD
 DK0714
 DK0714                          STATION DESCRIPTION
 DK0714
 DK0714'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0714'5.4 MI SW FROM SHAW.
 DK0714'THE MARK IS LOCATED 5.4 MILES SOUTHWEST OF SHAW ON THE SOUTHEAST ROW
 DK0714'OF U.S. HIGHWAY 61 ABOUT 0.25 MILES NORTH OF THE BOLIVAR-WASHINGTON
 DK0714'COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION 33, T 20N, R 6W.  IT IS 54
 DK0714'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 178 FEET SOUTHWEST OF THE
 DK0714'CENTER OF A DRIVEWAY, 151.5 FEET WEST OF THE WEST CORNER OF A FRAME
 DK0714'HOUSE, 93.5 FEET SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTHWEST
 DK0714'WALL OF THE HOUSE, 126.5 FEET WEST OF A 12 INCH OAK, 6 FEET NORTHWEST
 DK0714'OF A POWER POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET IN THE
 DK0714'TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 3 FEET BELOW THE LEVEL OF THE
 DK0714'HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE INTERSECTION OF U.S.
 DK0714'HIGHWAY 61 AND STATE HIGHWAY 448 AT THE EAST EDGE OF SHAW GO SOUTH ON
 DK0714'U.S. HIGHWAY 61 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 450.
 DK0714'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 2.1 MILES TO A FRAME HOUSE
 DK0714'AND THE MARK ON THE LEFT ABOUT 100 YARDS BEFORE REACHING A CURVE IN
 DK0714'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0715 ***********************************************************************
 DK0715  DESIGNATION -  61 V 186 MSHD
 DK0715  PID         -  DK0715
 DK0715  STATE/COUNTY-  MS/BOLIVAR
 DK0715  USGS QUAD   -  SHAW (1967)
 DK0715
 DK0715                         *CURRENT SURVEY CONTROL
 DK0715  ___________________________________________________________________
 DK0715* NAD 83(1986)-  33 32 48.     (N)    090 48 31.     (W)     SCALED    
 DK0715* NAVD 88     -        38.678  (meters)     126.90   (feet)  ADJUSTED  
 DK0715  ___________________________________________________________________
 DK0715  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0715  DYNAMIC HT  -          38.638 (meters)     126.76  (feet)  COMP
 DK0715  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DK0715
 DK0715  VERT ORDER  -  SECOND    CLASS II
 DK0715
 DK0715.The horizontal coordinates were scaled from a topographic map and have
 DK0715.an estimated accuracy of +/- 6 seconds.
 DK0715
 DK0715.The orthometric height was determined by differential leveling
 DK0715.and adjusted in June 1991.
 DK0715
 DK0715.The geoid height was determined by GEOID03.
 DK0715
 DK0715.The dynamic height is computed by dividing the NAVD 88
 DK0715.geopotential number by the normal gravity value computed on the
 DK0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0715.degrees latitude (g = 980.6199 gals.).
 DK0715
 DK0715.The modeled gravity was interpolated from observed gravity values.
 DK0715
 DK0715;                    North         East    Units  Estimated Accuracy
 DK0715;SPC MS W     -   448,770.      655,860.      MT  (+/- 180 meters Scaled)
 DK0715
 DK0715                          SUPERSEDED SURVEY CONTROL
 DK0715
 DK0715  NGVD 29 (??/??/??)   38.760  (m)          127.17   (f) ADJUSTED    2 2
 DK0715
 DK0715.Superseded values are not recommended for survey control.
 DK0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0715.See file dsdata.txt to determine how the superseded data were derived.
 DK0715
 DK0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT034140(NAD 83)
 DK0715_MARKER: DD = SURVEY DISK
 DK0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0715_STAMPING: BM 61V 186 1971
 DK0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0715+STABILITY: SURFACE MOTION
 DK0715
 DK0715  HISTORY     - Date     Condition        Report By
 DK0715  HISTORY     - 1971     MONUMENTED       MSHD
 DK0715
 DK0715                          STATION DESCRIPTION
 DK0715
 DK0715'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0715'4.3 MI SW FROM SHAW.
 DK0715'THE MARK IS LOCATED 4.3 MILES SOUTHWEST OF SHAW ON THE NORTHWEST ROW
 DK0715'OF U.S. HIGHWAY 61 IN THE SOUTHWEST 1/4 OF SECTION 27, T 20N, R 6W. IT
 DK0715'IS 60 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 130 FEET EAST OF THE
 DK0715'PROJECTED CENTER OF A GRAVELED ROAD, 206 FEET NORTH AND ACROSS THE
 DK0715'HIGHWAY FROM A POWER POLE WITH A GUY AIRE AND A TRANSFORMER, 81 FEET
 DK0715'NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST WALL OF A GREEN
 DK0715'HOUSE ON THE SOUTHEAST SIDE OF THE HIGHWAY 2.5 FEET NORTHEAST OF A
 DK0715'POWER POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF
 DK0715'A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 DK0715'4 INCHES.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE
 DK0715'HIGHWAY 448 AT THE EAST EDGE OF SHAW GO SOUTH ON U.S. HIGHWAY 61 FOR
 DK0715'3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 450. CONTINUE SOUTHWEST ON
 DK0715'U.S. HIGHWAY 61 FOR 1 MILE TO THE MARK ON THE RIGHT JUST BEFORE
 DK0715'REACHING A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0716 ***********************************************************************
 DK0716  DESIGNATION -  61 V 187 MSHD
 DK0716  PID         -  DK0716
 DK0716  STATE/COUNTY-  MS/BOLIVAR
 DK0716  USGS QUAD   -  SHAW (1967)
 DK0716
 DK0716                         *CURRENT SURVEY CONTROL
 DK0716  ___________________________________________________________________
 DK0716* NAD 83(1986)-  33 33 32.     (N)    090 47 54.     (W)     SCALED    
 DK0716* NAVD 88     -        39.792  (meters)     130.55   (feet)  ADJUSTED  
 DK0716  ___________________________________________________________________
 DK0716  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0716  DYNAMIC HT  -          39.751 (meters)     130.42  (feet)  COMP
 DK0716  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 DK0716
 DK0716  VERT ORDER  -  SECOND    CLASS II
 DK0716
 DK0716.The horizontal coordinates were scaled from a topographic map and have
 DK0716.an estimated accuracy of +/- 6 seconds.
 DK0716
 DK0716.The orthometric height was determined by differential leveling
 DK0716.and adjusted in June 1991.
 DK0716
 DK0716.The geoid height was determined by GEOID03.
 DK0716
 DK0716.The dynamic height is computed by dividing the NAVD 88
 DK0716.geopotential number by the normal gravity value computed on the
 DK0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0716.degrees latitude (g = 980.6199 gals.).
 DK0716
 DK0716.The modeled gravity was interpolated from observed gravity values.
 DK0716
 DK0716;                    North         East    Units  Estimated Accuracy
 DK0716;SPC MS W     -   450,120.      656,820.      MT  (+/- 180 meters Scaled)
 DK0716
 DK0716                          SUPERSEDED SURVEY CONTROL
 DK0716
 DK0716  NGVD 29 (??/??/??)   39.877  (m)          130.83   (f) ADJUSTED    2 2
 DK0716
 DK0716.Superseded values are not recommended for survey control.
 DK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0716.See file dsdata.txt to determine how the superseded data were derived.
 DK0716
 DK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT043154(NAD 83)
 DK0716_MARKER: DD = SURVEY DISK
 DK0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0716_STAMPING: BM 61V 187 1971
 DK0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0716+STABILITY: SURFACE MOTION
 DK0716
 DK0716  HISTORY     - Date     Condition        Report By
 DK0716  HISTORY     - 1971     MONUMENTED       MSHD
 DK0716
 DK0716                          STATION DESCRIPTION
 DK0716
 DK0716'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0716'3.3 MI SW FROM SHAW.
 DK0716'THE MARK IS LOCATED 3.3 MILES SOUTHWEST OF SHAW IN THE NORTH ANGLE OF
 DK0716'THE JUNCTION OF STATE HIGHWAY 450 AND U.S. HIGHWAY 61 IN THE SOUTHEAST
 DK0716'CORNER OF SECTION 22, T 20N, R 6W.  IT IS 153 FEET NORTHWEST OF THE
 DK0716'CENTER OF HIGHWAY 61, 20 FEET NORTH OF THE CENTER OF HIGHWAY 450, 127
 DK0716'FEET NORTHEAST OF A POWER POLE, 2 FEET EAST OF THE OSCAR JOHNSTON
 DK0716'MEMORIAL HIGHWAY MONUMENT, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 DK0716'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE
 DK0716'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE INTERSECTION
 DK0716'OF STATE HIGHWAY 448 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF SHAW GO
 DK0716'SOUTH ON U.S. HIGHWAY 61 FOR 3.5 MILES TO THE JUNCTION OF STATE
 DK0716'HIGHWAY 450 AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0717 ***********************************************************************
 DK0717  DESIGNATION -  61 V 188 MSHD
 DK0717  PID         -  DK0717
 DK0717  STATE/COUNTY-  MS/BOLIVAR
 DK0717  USGS QUAD   -  SHAW (1967)
 DK0717
 DK0717                         *CURRENT SURVEY CONTROL
 DK0717  ___________________________________________________________________
 DK0717* NAD 83(1986)-  33 34 07.     (N)    090 47 21.     (W)     SCALED    
 DK0717* NAVD 88     -        39.368  (meters)     129.16   (feet)  ADJUSTED  
 DK0717  ___________________________________________________________________
 DK0717  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0717  DYNAMIC HT  -          39.327 (meters)     129.03  (feet)  COMP
 DK0717  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 DK0717
 DK0717  VERT ORDER  -  SECOND    CLASS II
 DK0717
 DK0717.The horizontal coordinates were scaled from a topographic map and have
 DK0717.an estimated accuracy of +/- 6 seconds.
 DK0717
 DK0717.The orthometric height was determined by differential leveling
 DK0717.and adjusted in June 1991.
 DK0717
 DK0717.The geoid height was determined by GEOID03.
 DK0717
 DK0717.The dynamic height is computed by dividing the NAVD 88
 DK0717.geopotential number by the normal gravity value computed on the
 DK0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0717.degrees latitude (g = 980.6199 gals.).
 DK0717
 DK0717.The modeled gravity was interpolated from observed gravity values.
 DK0717
 DK0717;                    North         East    Units  Estimated Accuracy
 DK0717;SPC MS W     -   451,190.      657,680.      MT  (+/- 180 meters Scaled)
 DK0717
 DK0717                          SUPERSEDED SURVEY CONTROL
 DK0717
 DK0717  NGVD 29 (??/??/??)   39.456  (m)          129.45   (f) ADJUSTED    2 2
 DK0717
 DK0717.Superseded values are not recommended for survey control.
 DK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0717.See file dsdata.txt to determine how the superseded data were derived.
 DK0717
 DK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT052165(NAD 83)
 DK0717_MARKER: DD = SURVEY DISK
 DK0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0717_STAMPING: BM 61V 188 1971
 DK0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0717+STABILITY: SURFACE MOTION
 DK0717
 DK0717  HISTORY     - Date     Condition        Report By
 DK0717  HISTORY     - 1971     MONUMENTED       MSHD
 DK0717
 DK0717                          STATION DESCRIPTION
 DK0717
 DK0717'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0717'2.5 MI SW FROM SHAW.
 DK0717'THE MARK IS LOCATED 2.5 MILES SOUTHWEST OF SHAW ON THE NORTHWEST ROW
 DK0717'OF U.S. HIGHWAY 61 IN THE NORTHWEST 1/4 OF SECTION 23, T 20N, R 6W. IT
 DK0717'IS 61 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 57.5 FEET SOUTHWEST
 DK0717'OF THE SOUTH CORNER OF THE PORCH OF MCMILLANS GROCERY, 24 FEET
 DK0717'SOUTHEAST OF THE EAST CORNER OF A FRAME BUILDING, 1 FOOT NORTHEAST OF
 DK0717'THE PROJECTED PLANE OF THE NORTHEAST WALL OF THE FRAME BUILDING, 33
 DK0717'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 14 FEET NORTHWEST OF THE
 DK0717'NORTHEAST END OF A CULVERT, 2.5 FEET NORTHEAST OF A POWER POLE WITH
 DK0717'GUY WIRES, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF
 DK0717'A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 DK0717'2 INCHES.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE
 DK0717'HIGHWAY 448 AT THE EAST EDGE OF SHAW GO SOUTH ON U.S. HIGHWAY 61 FOR
 DK0717'2.6 MILES TO MCMILLANS GROCERY STORE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0718 ***********************************************************************
 DK0718  DESIGNATION -  61 V 189 MSHD
 DK0718  PID         -  DK0718
 DK0718  STATE/COUNTY-  MS/BOLIVAR
 DK0718  USGS QUAD   -  SHAW (1967)
 DK0718
 DK0718                         *CURRENT SURVEY CONTROL
 DK0718  ___________________________________________________________________
 DK0718* NAD 83(2007)-  33 34 48.10614(N)    090 46 46.49485(W)     ADJUSTED  
 DK0718* NAVD 88     -        38.853  (meters)     127.47   (feet)  ADJUSTED  
 DK0718  ___________________________________________________________________
 DK0718  EPOCH DATE  -        2002.00
 DK0718  X           -     -72,371.909 (meters)                     COMP
 DK0718  Y           -  -5,318,683.079 (meters)                     COMP
 DK0718  Z           -   3,507,739.569 (meters)                     COMP
 DK0718  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DK0718  ELLIP HEIGHT-          12.299 (meters)          (02/15/08) ADJUSTED
 DK0718  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0718  DYNAMIC HT  -          38.813 (meters)     127.34  (feet)  COMP
 DK0718  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 DK0718
 DK0718  HORZ ORDER  -  FIRST
 DK0718  VERT ORDER  -  SECOND    CLASS II
 DK0718  ELLP ORDER  -  FOURTH    CLASS II
 DK0718
 DK0718.The horizontal coordinates were established by GPS observations
 DK0718.and adjusted by the EMC INCORPORATED in February 2008.
 DK0718
 DK0718.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0718.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0718.The horizontal coordinates are valid at the epoch date displayed above.
 DK0718.The epoch date for horizontal control is a decimal equivalence
 DK0718.of Year/Month/Day.
 DK0718
 DK0718.The orthometric height was determined by differential leveling
 DK0718.and adjusted in June 1991.
 DK0718
 DK0718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0718
 DK0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0718
 DK0718.The ellipsoidal height was determined by GPS observations
 DK0718.and is referenced to NAD 83.
 DK0718
 DK0718.The geoid height was determined by GEOID03.
 DK0718
 DK0718.The dynamic height is computed by dividing the NAVD 88
 DK0718.geopotential number by the normal gravity value computed on the
 DK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0718.degrees latitude (g = 980.6199 gals.).
 DK0718
 DK0718.The modeled gravity was interpolated from observed gravity values.
 DK0718
 DK0718;                    North         East     Units Scale Factor Converg.
 DK0718;SPC MS W     -   452,456.235   658,573.553   MT  0.99997115   -0 14 48.6
 DK0718;SPC MS W     - 1,484,433.50  2,160,670.07   sFT  0.99997115   -0 14 48.6
 DK0718;UTM  15      - 3,717,801.305   706,074.563   MT  1.00012357   +1 13 42.8
 DK0718
 DK0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0718!SPC MS W     -   0.99999807  x   0.99997115  =   0.99996922
 DK0718!UTM  15      -   0.99999807  x   1.00012357  =   1.00012164
 DK0718
 DK0718                          SUPERSEDED SURVEY CONTROL
 DK0718
 DK0718  NAVD 88 (02/15/08)   38.85   (m)          127.5    (f) LEVELING    3  
 DK0718  NGVD 29 (??/??/??)   38.944  (m)          127.77   (f) ADJUSTED    2 2
 DK0718
 DK0718.Superseded values are not recommended for survey control.
 DK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0718.See file dsdata.txt to determine how the superseded data were derived.
 DK0718
 DK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0607517801(NAD 83)
 DK0718_MARKER: DD = SURVEY DISK
 DK0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0718_STAMPING: BM 61V 189 1971
 DK0718_MARK LOGO: NONE  
 DK0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0718+STABILITY: SURFACE MOTION
 DK0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0718+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2007
 DK0718
 DK0718  HISTORY     - Date     Condition        Report By
 DK0718  HISTORY     - 1971     MONUMENTED       MSHD
 DK0718  HISTORY     - 20070124 GOOD             EMCINC
 DK0718
 DK0718                          STATION DESCRIPTION
 DK0718
 DK0718'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0718'1.5 MI SW FROM SHAW.
 DK0718'THE MARK IS LOCATED 1.5 MILES SOUTHWEST OF SHAW IN THE NORTHWEST ROW
 DK0718'OF U.S. HIGHWAY 61 IN THE NORTH ANGLE OF A FIELD ROAD CROSSING IN THE
 DK0718'NORTHWEST 1/4 OF SECTION 13, T 20N, R 6W.  IT IS 55.5 FEET NORTHWEST
 DK0718'OF THE CENTER OF HIGHWAY 61, 34 FEET EAST OF THE CENTER OF A FIELD
 DK0718'ROAD, 57 FEET NORTH OF THE CENTER OF ANOTHER FIELD ROAD, 77 FEET SOUTH
 DK0718'OF THE SOUTH CORNER OF AN ABANDONED HOUSE, 2 FEET SOUTHWEST OF A POWER
 DK0718'POLE WITH A GUY WIRE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET
 DK0718'IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 1 FOOT BELOW THE LEVEL
 DK0718'OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE INTERSECTION
 DK0718'OF U.S. HIGHWAY 61 AND STATE HIGHWAY 448 AT THE EAST EDGE OF SHAW GO
 DK0718'SOUTH ON U.S. HIGHWAY 61 FOR 1.8 MILES TO A FIELD ROAD CROSSING AND
 DK0718'THE MARK ON THE RIGHT.
 DK0718
 DK0718                          STATION RECOVERY (2007)
 DK0718
 DK0718'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1073 ***********************************************************************
 BW1073  DESIGNATION -  61 V 19
 BW1073  PID         -  BW1073
 BW1073  STATE/COUNTY-  MS/WILKINSON
 BW1073  USGS QUAD   -  LANEHEART (1988)
 BW1073
 BW1073                         *CURRENT SURVEY CONTROL
 BW1073  ___________________________________________________________________
 BW1073* NAD 83(1986)-  31 12 26.     (N)    091 17 04.     (W)     SCALED    
 BW1073* NAVD 88     -        41.65   (+/-2cm)     136.6    (feet)  VERTCON   
 BW1073  ___________________________________________________________________
 BW1073  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BW1073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1073
 BW1073.The horizontal coordinates were scaled from a topographic map and have
 BW1073.an estimated accuracy of +/- 6 seconds.
 BW1073
 BW1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1073.The vertical order pertains to the NGVD 29 superseded value.
 BW1073
 BW1073.The geoid height was determined by GEOID03.
 BW1073
 BW1073;                    North         East    Units  Estimated Accuracy
 BW1073;SPC MS W     -   189,640.      609,360.      MT  (+/- 180 meters Scaled)
 BW1073
 BW1073                          SUPERSEDED SURVEY CONTROL
 BW1073
 BW1073  NGVD 29 (??/??/92)   41.636  (m)          136.60   (f) ADJ UNCH    2 0
 BW1073
 BW1073.Superseded values are not recommended for survey control.
 BW1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1073.See file dsdata.txt to determine how the superseded data were derived.
 BW1073
 BW1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ634538(NAD 83)
 BW1073_MARKER: DD = SURVEY DISK
 BW1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1073_STAMPING: BM 61V-19 1969
 BW1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1073+STABILITY: SURFACE MOTION
 BW1073
 BW1073  HISTORY     - Date     Condition        Report By
 BW1073  HISTORY     - 1969     MONUMENTED       MSHD
 BW1073
 BW1073                          STATION DESCRIPTION
 BW1073
 BW1073'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1073'7.1 MI N FROM WOODVILLE.
 BW1073'THE MARK IS LOCATED 7.1 MILES NORTH OF WOODVILLE NEAR THE NORTHEAST
 BW1073'CORNER OF A ROADSIDE PARK, IN THE SOUTHEAST 1/4 OF SECTION 38, T 3N, R
 BW1073'2W.  IT IS 219.5 FEET EAST OF THE CENTER OF HIGHWAY 61, 31 FEET WEST
 BW1073'OF A RIGHT-OF-WAY MARKER AT THE NORTHEAST CORNER OF A ROADSIDE PARK, 6
 BW1073'FEET NORTHWEST OF A 20 INCH PINE, 1.5 FEET SOUTHEAST OF A METAL
 BW1073'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 5
 BW1073'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. NOTE-- TO
 BW1073'REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON
 BW1073'MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF
 BW1073'U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61
 BW1073'FOR 7.8 MILES TO A ROADSIDE PARK, AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0719 ***********************************************************************
 DK0719  DESIGNATION -  61 V 190 MSHD
 DK0719  PID         -  DK0719
 DK0719  STATE/COUNTY-  MS/BOLIVAR
 DK0719  USGS QUAD   -  SHAW (1967)
 DK0719
 DK0719                         *CURRENT SURVEY CONTROL
 DK0719  ___________________________________________________________________
 DK0719* NAD 83(1986)-  33 35 18.     (N)    090 46 19.     (W)     SCALED    
 DK0719* NAVD 88     -        39.142  (meters)     128.42   (feet)  ADJUSTED  
 DK0719  ___________________________________________________________________
 DK0719  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK0719  DYNAMIC HT  -          39.102 (meters)     128.29  (feet)  COMP
 DK0719  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 DK0719
 DK0719  VERT ORDER  -  SECOND    CLASS II
 DK0719
 DK0719.The horizontal coordinates were scaled from a topographic map and have
 DK0719.an estimated accuracy of +/- 6 seconds.
 DK0719
 DK0719.The orthometric height was determined by differential leveling
 DK0719.and adjusted in June 1991.
 DK0719
 DK0719.The geoid height was determined by GEOID03.
 DK0719
 DK0719.The dynamic height is computed by dividing the NAVD 88
 DK0719.geopotential number by the normal gravity value computed on the
 DK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0719.degrees latitude (g = 980.6199 gals.).
 DK0719
 DK0719.The modeled gravity was interpolated from observed gravity values.
 DK0719
 DK0719;                    North         East    Units  Estimated Accuracy
 DK0719;SPC MS W     -   453,370.      659,290.      MT  (+/- 180 meters Scaled)
 DK0719
 DK0719                          SUPERSEDED SURVEY CONTROL
 DK0719
 DK0719  NGVD 29 (??/??/??)   39.235  (m)          128.72   (f) ADJUSTED    2 2
 DK0719
 DK0719.Superseded values are not recommended for survey control.
 DK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0719.See file dsdata.txt to determine how the superseded data were derived.
 DK0719
 DK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT067187(NAD 83)
 DK0719_MARKER: DD = SURVEY DISK
 DK0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0719_STAMPING: BM 61V 190 1971
 DK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0719+STABILITY: SURFACE MOTION
 DK0719
 DK0719  HISTORY     - Date     Condition        Report By
 DK0719  HISTORY     - 1971     MONUMENTED       MSHD
 DK0719
 DK0719                          STATION DESCRIPTION
 DK0719
 DK0719'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0719'0.7 MI S FROM SHAW.
 DK0719'THE MARK IS LOCATED 0.7 MILES SOUTH OF SHAW NEAR THE SOUTHWEST CORNER
 DK0719'OF ALEXS TRUCK STOP IN THE SOUTHEAST 1/4 OF SECTION 12, T 20N, R 6W.
 DK0719'IT IS 143 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 45 FEET EAST OF
 DK0719'THE CENTER OF A BLACK TOP ROAD, 9.5 FEET SOUTH-SOUTHEAST OF THE
 DK0719'SOUTHWEST CORNER OF THE TRUCK STOP, 2 FEET WEST OF A POWER POLE WITH A
 DK0719'LAMP ON IT, 1.5 FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 DK0719'12 INCH CONCRETE CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 DK0719'AND PROJECTS 2 INCHES.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY
 DK0719'61 AND STATE HIGHWAY 448 AT THE EAST EDGE OF SHAW GO SOUTH ON U.S.
 DK0719'HIGHWAY 61 FOR 1 MILE TO A TRUCK STOP AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0720 ***********************************************************************
 DK0720  DESIGNATION -  61 V 191 MSHD
 DK0720  PID         -  DK0720
 DK0720  STATE/COUNTY-  MS/BOLIVAR
 DK0720  USGS QUAD   -  SHAW (1967)
 DK0720
 DK0720                         *CURRENT SURVEY CONTROL
 DK0720  ___________________________________________________________________
 DK0720* NAD 83(1986)-  33 36 03.     (N)    090 45 55.     (W)     SCALED    
 DK0720* NAVD 88     -        40.007  (meters)     131.26   (feet)  ADJUSTED  
 DK0720  ___________________________________________________________________
 DK0720  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK0720  DYNAMIC HT  -          39.966 (meters)     131.12  (feet)  COMP
 DK0720  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DK0720
 DK0720  VERT ORDER  -  SECOND    CLASS II
 DK0720
 DK0720.The horizontal coordinates were scaled from a topographic map and have
 DK0720.an estimated accuracy of +/- 6 seconds.
 DK0720
 DK0720.The orthometric height was determined by differential leveling
 DK0720.and adjusted in June 1991.
 DK0720
 DK0720.The geoid height was determined by GEOID03.
 DK0720
 DK0720.The dynamic height is computed by dividing the NAVD 88
 DK0720.geopotential number by the normal gravity value computed on the
 DK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0720.degrees latitude (g = 980.6199 gals.).
 DK0720
 DK0720.The modeled gravity was interpolated from observed gravity values.
 DK0720
 DK0720;                    North         East    Units  Estimated Accuracy
 DK0720;SPC MS W     -   454,760.      659,910.      MT  (+/- 180 meters Scaled)
 DK0720
 DK0720                          SUPERSEDED SURVEY CONTROL
 DK0720
 DK0720  NGVD 29 (??/??/??)   40.107  (m)          131.58   (f) ADJUSTED    2 2
 DK0720
 DK0720.Superseded values are not recommended for survey control.
 DK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0720.See file dsdata.txt to determine how the superseded data were derived.
 DK0720
 DK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT073201(NAD 83)
 DK0720_MARKER: DD = SURVEY DISK
 DK0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0720_SP_SET: CONCRETE RAILING
 DK0720_STAMPING: BM 61V 191 1971
 DK0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0720
 DK0720  HISTORY     - Date     Condition        Report By
 DK0720  HISTORY     - 1971     MONUMENTED       MSHD
 DK0720
 DK0720                          STATION DESCRIPTION
 DK0720
 DK0720'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0720'0.5 MI E FROM SHAW.
 DK0720'THE MARK IS LOCATED 0.5 MILES EAST OF SHAW JUST NORTH OF THE
 DK0720'INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 448 IN THE BASE OF
 DK0720'THE EAST RAILING OF A CONCRETE BRIDGE OVER PORTER BAYOU IN THE
 DK0720'SOUTHEAST CORNER OF SECTION 1, T 20N, R 6W.  IT IS 15.5 FEET EAST OF
 DK0720'THE CENTER OF HIGHWAY 61, 231 FEET NORTH OF THE CENTER OF HIGHWAY 448,
 DK0720'2 FEET SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 DK0720'BASE OF THE NORTH END OF THE EAST CONCRETE RAILING OF A CONCRETE
 DK0720'BRIDGE AND IS ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0627 ***********************************************************************
 DK0627  DESIGNATION -  61 V 192 MSHD
 DK0627  PID         -  DK0627
 DK0627  STATE/COUNTY-  MS/BOLIVAR
 DK0627  USGS QUAD   -  SHAW (1967)
 DK0627
 DK0627                         *CURRENT SURVEY CONTROL
 DK0627  ___________________________________________________________________
 DK0627* NAD 83(1986)-  33 36 56.     (N)    090 45 53.     (W)     SCALED    
 DK0627* NAVD 88     -        39.841  (meters)     130.71   (feet)  ADJUSTED  
 DK0627  ___________________________________________________________________
 DK0627  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK0627  DYNAMIC HT  -          39.800 (meters)     130.58  (feet)  COMP
 DK0627  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 DK0627
 DK0627  VERT ORDER  -  SECOND    CLASS II
 DK0627
 DK0627.The horizontal coordinates were scaled from a topographic map and have
 DK0627.an estimated accuracy of +/- 6 seconds.
 DK0627
 DK0627.The orthometric height was determined by differential leveling
 DK0627.and adjusted in June 1991.
 DK0627
 DK0627.The geoid height was determined by GEOID03.
 DK0627
 DK0627.The dynamic height is computed by dividing the NAVD 88
 DK0627.geopotential number by the normal gravity value computed on the
 DK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0627.degrees latitude (g = 980.6199 gals.).
 DK0627
 DK0627.The modeled gravity was interpolated from observed gravity values.
 DK0627
 DK0627;                    North         East    Units  Estimated Accuracy
 DK0627;SPC MS W     -   456,390.      659,970.      MT  (+/- 180 meters Scaled)
 DK0627
 DK0627                          SUPERSEDED SURVEY CONTROL
 DK0627
 DK0627  NGVD 29 (??/??/??)   39.949  (m)          131.07   (f) ADJUSTED    2 2
 DK0627
 DK0627.Superseded values are not recommended for survey control.
 DK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0627.See file dsdata.txt to determine how the superseded data were derived.
 DK0627
 DK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT073217(NAD 83)
 DK0627_MARKER: DD = SURVEY DISK
 DK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0627_STAMPING: BM 61V 192 1971
 DK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0627+STABILITY: SURFACE MOTION
 DK0627
 DK0627  HISTORY     - Date     Condition        Report By
 DK0627  HISTORY     - 1971     MONUMENTED       MSHD
 DK0627
 DK0627                          STATION DESCRIPTION
 DK0627
 DK0627'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0627'0.8 MI NE FROM SHAW.
 DK0627'THE MARK IS LOCATED 0.8 MILES NORTHEAST OF SHAW AT THE JUNCTION OF OLD
 DK0627'HIGHWAY 61 AND NEW HIGHWAY 61 NEAR THE SOUTHEAST ROW OF THE ILLINOIS
 DK0627'CENTRAL RAILROAD TRACK AND THE NORTHWEST ROW OF U.S. HIGHWAY 61 IN THE
 DK0627'NORTHEAST 1/4 OF SECTION 1, T 20N, R 6W.  IT IS 57 FEET NORTHWEST OF
 DK0627'THE CENTER OF HIGHWAY 61, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20
 DK0627'FEET NORTHWEST OF THE PROJECTED CENTER OF THE OLD HIGHWAY, 99 FEET
 DK0627'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET NORTHEAST OF A
 DK0627'POWER POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP
 DK0627'OF A 12 INCH CONCRETE CYLINDER ABOUT 6 FEET BELOW THE LEVEL OF THE
 DK0627'TRACK AND PROJECTS 2 INCHES.  TO REACH FROM THE INTERSECTION OF U.S.
 DK0627'HIGHWAY 61 AND STATE HIGHWAY 448 AT THE EAST EDGE OF SHAW GO NORTH ON
 DK0627'U.S. HIGHWAY 61 FOR 1.05 MILES TO THE JUNCTION OF THE OLD HIGHWAY AND
 DK0627'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0629 ***********************************************************************
 DK0629  DESIGNATION -  61 V 193 MSHD
 DK0629  PID         -  DK0629
 DK0629  STATE/COUNTY-  MS/BOLIVAR
 DK0629  USGS QUAD   -  SKENE (1967)
 DK0629
 DK0629                         *CURRENT SURVEY CONTROL
 DK0629  ___________________________________________________________________
 DK0629* NAD 83(1986)-  33 37 37.     (N)    090 45 22.     (W)     SCALED    
 DK0629* NAVD 88     -        40.228  (meters)     131.98   (feet)  ADJUSTED  
 DK0629  ___________________________________________________________________
 DK0629  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0629  DYNAMIC HT  -          40.186 (meters)     131.84  (feet)  COMP
 DK0629  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 DK0629
 DK0629  VERT ORDER  -  SECOND    CLASS II
 DK0629
 DK0629.The horizontal coordinates were scaled from a topographic map and have
 DK0629.an estimated accuracy of +/- 6 seconds.
 DK0629
 DK0629.The orthometric height was determined by differential leveling
 DK0629.and adjusted in June 1991.
 DK0629
 DK0629.The geoid height was determined by GEOID03.
 DK0629
 DK0629.The dynamic height is computed by dividing the NAVD 88
 DK0629.geopotential number by the normal gravity value computed on the
 DK0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0629.degrees latitude (g = 980.6199 gals.).
 DK0629
 DK0629.The modeled gravity was interpolated from observed gravity values.
 DK0629
 DK0629;                    North         East    Units  Estimated Accuracy
 DK0629;SPC MS W     -   457,650.      660,770.      MT  (+/- 180 meters Scaled)
 DK0629
 DK0629                          SUPERSEDED SURVEY CONTROL
 DK0629
 DK0629  NGVD 29 (??/??/??)   40.344  (m)          132.36   (f) ADJUSTED    2 2
 DK0629
 DK0629.Superseded values are not recommended for survey control.
 DK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0629.See file dsdata.txt to determine how the superseded data were derived.
 DK0629
 DK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT081230(NAD 83)
 DK0629_MARKER: DD = SURVEY DISK
 DK0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0629_STAMPING: BM 61V 193 1971
 DK0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0629+STABILITY: SURFACE MOTION
 DK0629
 DK0629  HISTORY     - Date     Condition        Report By
 DK0629  HISTORY     - 1971     MONUMENTED       MSHD
 DK0629
 DK0629                          STATION DESCRIPTION
 DK0629
 DK0629'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0629'2.1 MI NE FROM SHAW.
 DK0629'THE MARK IS LOCATED 2.1 MILES NORTHEAST OF SHAW NEAR THE SOUTHEAST
 DK0629'PROPERTY LINE FENCE OF A CEMETERY IN BACK OF A SMALL WHITE FRAME
 DK0629'CHURCH IN THE NORTHEAST 1/4 OF SECTION 31, T 21N, R 5W.  IT IS 298
 DK0629'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 160 FEET SOUTHEAST OF THE
 DK0629'EAST CORNER OF A SMALL FRAME CHURCH, 7 FEET NORTHEAST OF THE PROJECTED
 DK0629'PLANE OF THE NORTHEAST WALL OF THE CHURCH, 39 FEET SOUTHWEST OF THE
 DK0629'EAST CORNER OF THE CEMETERY FENCE, 48 FEET SOUTHEAST OF A 36 INCH OAK,
 DK0629'43 FEET EAST OF A 24 INCH OAK, 2 FEET NORTHWEST OF A FENCE, 1 FOOT
 DK0629'SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 DK0629'CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 DK0629'INCHES.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 448 AND U.S.
 DK0629'HIGHWAY 61 AT THE EAST EDGE OF SHAW GO NORTH ON U.S. HIGHWAY 61 FOR 2
 DK0629'MILES TO THE CHURCH AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0631 ***********************************************************************
 DK0631  DESIGNATION -  61 V 194 MSHD
 DK0631  PID         -  DK0631
 DK0631  STATE/COUNTY-  MS/BOLIVAR
 DK0631  USGS QUAD   -  CLEVELAND (1966)
 DK0631
 DK0631                         *CURRENT SURVEY CONTROL
 DK0631  ___________________________________________________________________
 DK0631* NAD 83(1986)-  33 38 34.     (N)    090 44 44.     (W)     SCALED    
 DK0631* NAVD 88     -        41.599  (meters)     136.48   (feet)  ADJUSTED  
 DK0631  ___________________________________________________________________
 DK0631  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0631  DYNAMIC HT  -          41.556 (meters)     136.34  (feet)  COMP
 DK0631  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DK0631
 DK0631  VERT ORDER  -  SECOND    CLASS II
 DK0631
 DK0631.The horizontal coordinates were scaled from a topographic map and have
 DK0631.an estimated accuracy of +/- 6 seconds.
 DK0631
 DK0631.The orthometric height was determined by differential leveling
 DK0631.and adjusted in June 1991.
 DK0631
 DK0631.The geoid height was determined by GEOID03.
 DK0631
 DK0631.The dynamic height is computed by dividing the NAVD 88
 DK0631.geopotential number by the normal gravity value computed on the
 DK0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0631.degrees latitude (g = 980.6199 gals.).
 DK0631
 DK0631.The modeled gravity was interpolated from observed gravity values.
 DK0631
 DK0631;                    North         East    Units  Estimated Accuracy
 DK0631;SPC MS W     -   459,400.      661,760.      MT  (+/- 180 meters Scaled)
 DK0631
 DK0631                          SUPERSEDED SURVEY CONTROL
 DK0631
 DK0631  NGVD 29 (??/??/??)   41.725  (m)          136.89   (f) ADJUSTED    2 2
 DK0631
 DK0631.Superseded values are not recommended for survey control.
 DK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0631.See file dsdata.txt to determine how the superseded data were derived.
 DK0631
 DK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT090248(NAD 83)
 DK0631_MARKER: DD = SURVEY DISK
 DK0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0631_STAMPING: BM 61V 194 1971
 DK0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0631+STABILITY: SURFACE MOTION
 DK0631
 DK0631  HISTORY     - Date     Condition        Report By
 DK0631  HISTORY     - 1971     MONUMENTED       MSHD
 DK0631
 DK0631                          STATION DESCRIPTION
 DK0631
 DK0631'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0631'3.3 MI NE FROM SHAW.
 DK0631'THE MARK IS LOCATED 3.3 MILES NORTHEAST OF SHAW IN THE EAST ANGLE OF
 DK0631'THE CROSSING OF A PRIVATE ROAD WITH THE ILLINOIS CENTRAL RAILROAD
 DK0631'TRACK, 4.4 MILES SOUTHWEST OF BOYLE, 1.8 MILES SOUTHWEST OF THE
 DK0631'CROSSROAD AT OREILLY IN THE NORTHWEST 1/4 OF SECTION 29, T 21N, R 5W.
 DK0631'IT IS 72 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 4 FEET SOUTHEAST
 DK0631'OF THE SOUTHEAST RAIL, 9 FEET NORTHEAST OF THE CENTER OF A PRIVATE
 DK0631'ROAD, 51 FEET NORTH OF A POWER POLE, 65 FEET EAST-NORTHEAST OF POLE
 DK0631'NO. 5026, 59 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A
 DK0631'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 DK0631'LEVEL WITH THE HIGHWAY AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK
 DK0631'AND PROJECTS 3 INCHES.  TO REACH FROM THE INTERSECTION OF STATE
 DK0631'HIGHWAY 448 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF SHAW GO NORTH ON
 DK0631'U.S. HIGHWAY 61 FOR 2.2 MILES TO THE CROSSROAD. CONTINUE NORTHEAST ON
 DK0631'HIGHWAY 61 FOR 1.05 MILES TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0636 ***********************************************************************
 DK0636  DESIGNATION -  61 V 195 MSHD
 DK0636  PID         -  DK0636
 DK0636  STATE/COUNTY-  MS/BOLIVAR
 DK0636  USGS QUAD   -  CLEVELAND (1966)
 DK0636
 DK0636                         *CURRENT SURVEY CONTROL
 DK0636  ___________________________________________________________________
 DK0636* NAD 83(1986)-  33 39 20.     (N)    090 44 13.     (W)     SCALED    
 DK0636* NAVD 88     -        40.130  (meters)     131.66   (feet)  ADJUSTED  
 DK0636  ___________________________________________________________________
 DK0636  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0636  DYNAMIC HT  -          40.089 (meters)     131.53  (feet)  COMP
 DK0636  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 DK0636
 DK0636  VERT ORDER  -  SECOND    CLASS II
 DK0636
 DK0636.The horizontal coordinates were scaled from a topographic map and have
 DK0636.an estimated accuracy of +/- 6 seconds.
 DK0636
 DK0636.The orthometric height was determined by differential leveling
 DK0636.and adjusted in June 1991.
 DK0636
 DK0636.The geoid height was determined by GEOID03.
 DK0636
 DK0636.The dynamic height is computed by dividing the NAVD 88
 DK0636.geopotential number by the normal gravity value computed on the
 DK0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0636.degrees latitude (g = 980.6199 gals.).
 DK0636
 DK0636.The modeled gravity was interpolated from observed gravity values.
 DK0636
 DK0636;                    North         East    Units  Estimated Accuracy
 DK0636;SPC MS W     -   460,820.      662,560.      MT  (+/- 180 meters Scaled)
 DK0636
 DK0636                          SUPERSEDED SURVEY CONTROL
 DK0636
 DK0636  NGVD 29 (??/??/??)   40.254  (m)          132.07   (f) ADJUSTED    2 2
 DK0636
 DK0636.Superseded values are not recommended for survey control.
 DK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0636.See file dsdata.txt to determine how the superseded data were derived.
 DK0636
 DK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT098262(NAD 83)
 DK0636_MARKER: DD = SURVEY DISK
 DK0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0636_SP_SET: CULVERT
 DK0636_STAMPING: BM 61V 195 1971
 DK0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0636
 DK0636  HISTORY     - Date     Condition        Report By
 DK0636  HISTORY     - 1971     MONUMENTED       MSHD
 DK0636
 DK0636                          STATION DESCRIPTION
 DK0636
 DK0636'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0636'3.5 MI SSW FROM BOYLE.
 DK0636'THE MARK IS LOCATED 3.5 MILES SOUTH-SOUTHWEST OF BOYLE IN THE
 DK0636'NORTHEAST END OF THE NORTHWEST HEADWALL OF A 4X4 FOOT CONCRETE BOX
 DK0636'CULVERT UNDER HIGHWAY 61, 4.2 MILES NORTHEAST OF SHAW IN THE NORTHWEST
 DK0636'1/4 OF SECTION 20, T 21N, R 5W.  IT IS 23 FEET NORTHWEST OF THE CENTER
 DK0636'OF HIGHWAY 61, 54 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 131.5 FEET
 DK0636'NORTHEAST OF A POWER POLE NO. 65, 1 FOOT WEST OF A METAL WITNESS POST
 DK0636'SET IN A DRILL HOLE 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 DK0636'NORTHWEST HEADWALL OF A CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW
 DK0636'THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 DK0636'446 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF BOYLE GO SOUTH ON U.S.
 DK0636'HIGHWAY 61 FOR 2.7 MILES TO THE CROSSROAD AT OREILLY. CONTINUE
 DK0636'SOUTHWEST ON U.S. HIGHWAY 61 FOR 1 MILE TO THE CULVERT AND THE MARK ON
 DK0636'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0638 ***********************************************************************
 DK0638  DESIGNATION -  61 V 196 MSHD
 DK0638  PID         -  DK0638
 DK0638  STATE/COUNTY-  MS/BOLIVAR
 DK0638  USGS QUAD   -  CLEVELAND (1966)
 DK0638
 DK0638                         *CURRENT SURVEY CONTROL
 DK0638  ___________________________________________________________________
 DK0638* NAD 83(1986)-  33 40 02.     (N)    090 43 43.     (W)     SCALED    
 DK0638* NAVD 88     -        41.418  (meters)     135.89   (feet)  ADJUSTED  
 DK0638  ___________________________________________________________________
 DK0638  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0638  DYNAMIC HT  -          41.375 (meters)     135.74  (feet)  COMP
 DK0638  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 DK0638
 DK0638  VERT ORDER  -  SECOND    CLASS II
 DK0638
 DK0638.The horizontal coordinates were scaled from a topographic map and have
 DK0638.an estimated accuracy of +/- 6 seconds.
 DK0638
 DK0638.The orthometric height was determined by differential leveling
 DK0638.and adjusted in June 1991.
 DK0638
 DK0638.The geoid height was determined by GEOID03.
 DK0638
 DK0638.The dynamic height is computed by dividing the NAVD 88
 DK0638.geopotential number by the normal gravity value computed on the
 DK0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0638.degrees latitude (g = 980.6199 gals.).
 DK0638
 DK0638.The modeled gravity was interpolated from observed gravity values.
 DK0638
 DK0638;                    North         East    Units  Estimated Accuracy
 DK0638;SPC MS W     -   462,110.      663,340.      MT  (+/- 180 meters Scaled)
 DK0638
 DK0638                          SUPERSEDED SURVEY CONTROL
 DK0638
 DK0638  NGVD 29 (??/??/??)   41.542  (m)          136.29   (f) ADJUSTED    2 2
 DK0638
 DK0638.Superseded values are not recommended for survey control.
 DK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0638.See file dsdata.txt to determine how the superseded data were derived.
 DK0638
 DK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT105275(NAD 83)
 DK0638_MARKER: DD = SURVEY DISK
 DK0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0638_STAMPING: BM 61V 196 1971
 DK0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0638+STABILITY: SURFACE MOTION
 DK0638
 DK0638  HISTORY     - Date     Condition        Report By
 DK0638  HISTORY     - 1971     MONUMENTED       MSHD
 DK0638
 DK0638                          STATION DESCRIPTION
 DK0638
 DK0638'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0638'2.6 MI S FROM BOYLE.
 DK0638'THE MARK IS LOCATED 2.6 MILES SOUTH OF BOYLE IN THE NORTHWEST ANGLE OF
 DK0638'THE CROSSROAD AT OREILLY AND IN THE NORTHEAST ANGLE OF THE CROSSING OF
 DK0638'THE ILLINOIS CENTRAL RAILROAD TRACK AND NEAR THE CENTER OF THE EAST
 DK0638'SIDE OF SECTION 17, T 21N, R 5W.  IT IS 44 FEET NORTHWEST OF THE
 DK0638'CENTER OF HIGHWAY 61, 19 FEET NORTHEAST OF THE CENTER OF A BLACK TOP
 DK0638'ROAD, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 88 FEET SOUTHEAST OF
 DK0638'POLE NO. 4957, 1.5 FEET SOUTHWEST OF A POWER POLE, 1 FOOT NORTH OF A
 DK0638'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 DK0638'2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE HIGHWAY AND
 DK0638'PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 446 AND
 DK0638'U.S. HIGHWAY 61 AT THE EAST EDGE OF BOYLE GO SOUTH ON U.S. HIGHWAY 61
 DK0638'FOR 2.7 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0639 ***********************************************************************
 DK0639  DESIGNATION -  61 V 197 MSHD
 DK0639  PID         -  DK0639
 DK0639  STATE/COUNTY-  MS/BOLIVAR
 DK0639  USGS QUAD   -  CLEVELAND (1966)
 DK0639
 DK0639                         *CURRENT SURVEY CONTROL
 DK0639  ___________________________________________________________________
 DK0639* NAD 83(1986)-  33 41 04.     (N)    090 43 19.     (W)     SCALED    
 DK0639* NAVD 88     -        42.651  (meters)     139.93   (feet)  ADJUSTED  
 DK0639  ___________________________________________________________________
 DK0639  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0639  DYNAMIC HT  -          42.607 (meters)     139.79  (feet)  COMP
 DK0639  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 DK0639
 DK0639  VERT ORDER  -  SECOND    CLASS II
 DK0639
 DK0639.The horizontal coordinates were scaled from a topographic map and have
 DK0639.an estimated accuracy of +/- 6 seconds.
 DK0639
 DK0639.The orthometric height was determined by differential leveling
 DK0639.and adjusted in June 1991.
 DK0639
 DK0639.The geoid height was determined by GEOID03.
 DK0639
 DK0639.The dynamic height is computed by dividing the NAVD 88
 DK0639.geopotential number by the normal gravity value computed on the
 DK0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0639.degrees latitude (g = 980.6199 gals.).
 DK0639
 DK0639.The modeled gravity was interpolated from observed gravity values.
 DK0639
 DK0639;                    North         East    Units  Estimated Accuracy
 DK0639;SPC MS W     -   464,020.      663,970.      MT  (+/- 180 meters Scaled)
 DK0639
 DK0639                          SUPERSEDED SURVEY CONTROL
 DK0639
 DK0639  NGVD 29 (??/??/??)   42.771  (m)          140.32   (f) ADJUSTED    2 2
 DK0639
 DK0639.Superseded values are not recommended for survey control.
 DK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0639.See file dsdata.txt to determine how the superseded data were derived.
 DK0639
 DK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT111294(NAD 83)
 DK0639_MARKER: DD = SURVEY DISK
 DK0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0639_SP_SET: CONCRETE BASE
 DK0639_STAMPING: BM 61V 197 1972
 DK0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0639
 DK0639  HISTORY     - Date     Condition        Report By
 DK0639  HISTORY     - 1972     MONUMENTED       MSHD
 DK0639
 DK0639                          STATION DESCRIPTION
 DK0639
 DK0639'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0639'1.4 MI S FROM BOYLE.
 DK0639'THE MARK IS LOCATED 1.4 MILES SOUTH OF BOYLE IN THE SOUTH END OF THE
 DK0639'CONCRETE BASE OF THE WEST RAILING OF A CONCRETE BRIDGE, 3.9 MILES
 DK0639'SOUTH OF CLEVELAND IN THE NORTHWEST 1/4 OF SECTION 9, T 21N, R 5W. IT
 DK0639'IS 13 FEET WEST OF THE CENTER OF HIGHWAY 61, 1.5 FEET EAST OF A METAL
 DK0639'WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE CONCRETE BASE
 DK0639'OF THE WEST RAILING OF A CONCRETE BRIDGE AND IS ABOUT 1/2 FOOT ABOVE
 DK0639'THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 DK0639'61 AND STATE HIGHWAY 446 AT THE EAST EDGE OF BOYLE GO SOUTH ON U.S.
 DK0639'HIGHWAY 61 FOR 2 MILES TO A CROSSROAD.  CONTINUE SOUTH ON U.S. HIGHWAY
 DK0639'61 FOR 0.35 MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0648 ***********************************************************************
 DK0648  DESIGNATION -  61 V 198 MSHD
 DK0648  PID         -  DK0648
 DK0648  STATE/COUNTY-  MS/BOLIVAR
 DK0648  USGS QUAD   -  CLEVELAND (1966)
 DK0648
 DK0648                         *CURRENT SURVEY CONTROL
 DK0648  ___________________________________________________________________
 DK0648* NAD 83(1986)-  33 42 55.     (N)    090 43 05.     (W)     SCALED    
 DK0648* NAVD 88     -        41.289  (meters)     135.46   (feet)  ADJUSTED  
 DK0648  ___________________________________________________________________
 DK0648  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0648  DYNAMIC HT  -          41.246 (meters)     135.32  (feet)  COMP
 DK0648  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 DK0648
 DK0648  VERT ORDER  -  SECOND    CLASS II
 DK0648
 DK0648.The horizontal coordinates were scaled from a topographic map and have
 DK0648.an estimated accuracy of +/- 6 seconds.
 DK0648
 DK0648.The orthometric height was determined by differential leveling
 DK0648.and adjusted in June 1991.
 DK0648
 DK0648.The geoid height was determined by GEOID03.
 DK0648
 DK0648.The dynamic height is computed by dividing the NAVD 88
 DK0648.geopotential number by the normal gravity value computed on the
 DK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0648.degrees latitude (g = 980.6199 gals.).
 DK0648
 DK0648.The modeled gravity was interpolated from observed gravity values.
 DK0648
 DK0648;                    North         East    Units  Estimated Accuracy
 DK0648;SPC MS W     -   467,430.      664,340.      MT  (+/- 180 meters Scaled)
 DK0648
 DK0648                          SUPERSEDED SURVEY CONTROL
 DK0648
 DK0648  NGVD 29 (??/??/??)   41.403  (m)          135.84   (f) ADJUSTED    2 2
 DK0648
 DK0648.Superseded values are not recommended for survey control.
 DK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0648.See file dsdata.txt to determine how the superseded data were derived.
 DK0648
 DK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT114329(NAD 83)
 DK0648_MARKER: DD = SURVEY DISK
 DK0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0648_STAMPING: BM 61V 198 1971
 DK0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0648+STABILITY: SURFACE MOTION
 DK0648
 DK0648  HISTORY     - Date     Condition        Report By
 DK0648  HISTORY     - 1971     MONUMENTED       MSHD
 DK0648
 DK0648                          STATION DESCRIPTION
 DK0648
 DK0648'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0648'0.8 MI NE FROM BOYLE.
 DK0648'THE MARK IS LOCATED 0.8 MILE NORTHEAST OF BOYLE ON THE WEST ROW OF
 DK0648'U.S. HIGHWAY 61 ON THE EAST SIDE OF A DIRT LANGING STRIP ON THE
 DK0648'OPPOSITE SIDE OF THE HIGHWAY AND JUST SOUTH OF THE MF IMP. CO., 1.8
 DK0648'MILES SOUTH OF THE CENTER OF CLEVELAND IN THE NORTHWEST 1/4 OF SECTION
 DK0648'33, T 22N, R 5W.  IT IS 57 FEET WEST OF THE CENTER OF HIGHWAY 61, 55
 DK0648'FEET EAST OF THE CENTER OF THE LANDING STRIP, 197 FEET WEST-SOUTHWEST
 DK0648'OF THE SOUTHWEST POST OF AN OPEN SHED ON THE SOUTH SIDE OF THE MASSEY
 DK0648'FERGUSON IMP. CO., 111 FEET WEST OF A POWER POLE WITH THREE
 DK0648'TRANSFORMERS AND A LAMP ON IT, 2.5 FEET SOUTH OF ANOTHER POWER POLE, 1
 DK0648'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 DK0648'CYLINDER ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3
 DK0648'INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 DK0648'HIGHWAY 446 AT THE EAST EDGE OF BOYLE GO NORTH ON U.S. HIGHWAY 61 FOR
 DK0648'0.8 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0650 ***********************************************************************
 DK0650  DESIGNATION -  61 V 199 MSHD
 DK0650  PID         -  DK0650
 DK0650  STATE/COUNTY-  MS/BOLIVAR
 DK0650  USGS QUAD   -  CLEVELAND (1966)
 DK0650
 DK0650                         *CURRENT SURVEY CONTROL
 DK0650  ___________________________________________________________________
 DK0650* NAD 83(1986)-  33 43 47.     (N)    090 43 00.     (W)     SCALED    
 DK0650* NAVD 88     -        41.732  (meters)     136.92   (feet)  ADJUSTED  
 DK0650  ___________________________________________________________________
 DK0650  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0650  DYNAMIC HT  -          41.689 (meters)     136.77  (feet)  COMP
 DK0650  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 DK0650
 DK0650  VERT ORDER  -  SECOND    CLASS II
 DK0650
 DK0650.The horizontal coordinates were scaled from a topographic map and have
 DK0650.an estimated accuracy of +/- 6 seconds.
 DK0650
 DK0650.The orthometric height was determined by differential leveling
 DK0650.and adjusted in June 1991.
 DK0650
 DK0650.The geoid height was determined by GEOID03.
 DK0650
 DK0650.The dynamic height is computed by dividing the NAVD 88
 DK0650.geopotential number by the normal gravity value computed on the
 DK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0650.degrees latitude (g = 980.6199 gals.).
 DK0650
 DK0650.The modeled gravity was interpolated from observed gravity values.
 DK0650
 DK0650;                    North         East    Units  Estimated Accuracy
 DK0650;SPC MS W     -   469,040.      664,480.      MT  (+/- 180 meters Scaled)
 DK0650
 DK0650                          SUPERSEDED SURVEY CONTROL
 DK0650
 DK0650  NGVD 29 (??/??/??)   41.843  (m)          137.28   (f) ADJUSTED    2 2
 DK0650
 DK0650.Superseded values are not recommended for survey control.
 DK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0650.See file dsdata.txt to determine how the superseded data were derived.
 DK0650
 DK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT115345(NAD 83)
 DK0650_MARKER: DD = SURVEY DISK
 DK0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0650_STAMPING: BM 61V 199 1972
 DK0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0650+STABILITY: SURFACE MOTION
 DK0650
 DK0650  HISTORY     - Date     Condition        Report By
 DK0650  HISTORY     - 1972     MONUMENTED       MSHD
 DK0650
 DK0650                          STATION DESCRIPTION
 DK0650
 DK0650'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0650'0.8 MI SSE FROM CLEVELAND.
 DK0650'THE MARK IS LOCATED 0.8 MILE SSE OF THE CENTER OF CLEVELAND AT THE SW
 DK0650'CORNER OF THE FENCE AROUND A POWER SUB STATION IN THE NE 1/4 OF
 DK0650'SECTION 28, T 22N, R 5W.  IT IS 130 FEET EAST OF THE CENTER OF HIGHWAY
 DK0650'61, 83 FEET NE OF A CONCRETE POWER POLE, 63.5 FEET NW OF A STEEL POWER
 DK0650'POLE WITH GUY WIRE, 30 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 DK0650'SUB STATION, 2 FEET WEST OF THE SW CORNER OF THE FENCE AROUND THE SUB
 DK0650'STATION, 0.5 FEET NORTH OF THE ENTENDED SOUTH FENCE, 1 FOOT NE OF A
 DK0650'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 DK0650'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH GROUND. TO
 DK0650'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 8 IN
 DK0650'CLEVELAND GO SOUTH ON U.S. HIGHWAY 61 FOR 1.2 MILES TO A POWER SUB
 DK0650'STATION AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1051 ***********************************************************************
 BW1051  DESIGNATION -  61 V 2
 BW1051  PID         -  BW1051
 BW1051  STATE/COUNTY-  MS/WILKINSON
 BW1051  USGS QUAD   -  WOODVILLE (1988)
 BW1051
 BW1051                         *CURRENT SURVEY CONTROL
 BW1051  ___________________________________________________________________
 BW1051* NAD 83(1986)-  31 00 36.     (N)    091 20 46.     (W)     SCALED    
 BW1051* NAVD 88     -        96.85   (+/-2cm)     317.7    (feet)  VERTCON   
 BW1051  ___________________________________________________________________
 BW1051  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BW1051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1051
 BW1051.The horizontal coordinates were scaled from a topographic map and have
 BW1051.an estimated accuracy of +/- 6 seconds.
 BW1051
 BW1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1051.The vertical order pertains to the NGVD 29 superseded value.
 BW1051
 BW1051.The geoid height was determined by GEOID03.
 BW1051
 BW1051;                    North         East    Units  Estimated Accuracy
 BW1051;SPC MS W     -   167,830.      603,290.      MT  (+/- 180 meters Scaled)
 BW1051
 BW1051                          SUPERSEDED SURVEY CONTROL
 BW1051
 BW1051  NGVD 29 (??/??/92)   96.81   (m)          317.6    (f) COMPUTED    2 0
 BW1051
 BW1051.Superseded values are not recommended for survey control.
 BW1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1051.See file dsdata.txt to determine how the superseded data were derived.
 BW1051
 BW1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ578318(NAD 83)
 BW1051_MARKER: DB = BENCH MARK DISK
 BW1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1051_STAMPING: BM 61V-2 1969
 BW1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1051+STABILITY: SURFACE MOTION
 BW1051
 BW1051  HISTORY     - Date     Condition        Report By
 BW1051  HISTORY     - 1969     MONUMENTED       MSHD
 BW1051
 BW1051                          STATION DESCRIPTION
 BW1051
 BW1051'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1051'7.2 MI SW FROM WOODVILLE.
 BW1051'THE MARK IS LOCATED 7.2 MILES SOUTHWEST OF WOODVILLE ON THE WEST
 BW1051'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.8 MILE NORTH OF THE
 BW1051'MISSISSIPPI-LOUISIANA STATE LINE IN THE SOUTHWEST ANGLE OF A T
 BW1051'INTERSECTION.  IT IS 74 FEET WEST OF THE CENTER OF US HIGHWAY 61, 93
 BW1051'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET SOUTH OF A METAL
 BW1051'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2
 BW1051'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. NOTE-- TO
 BW1051'REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON
 BW1051'MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF
 BW1051'U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 61
 BW1051'FOR 7.4 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1074 ***********************************************************************
 BW1074  DESIGNATION -  61 V 20
 BW1074  PID         -  BW1074
 BW1074  STATE/COUNTY-  MS/WILKINSON
 BW1074  USGS QUAD   -  LANEHEART (1988)
 BW1074
 BW1074                         *CURRENT SURVEY CONTROL
 BW1074  ___________________________________________________________________
 BW1074* NAD 83(1986)-  31 13 10.     (N)    091 17 21.     (W)     SCALED    
 BW1074* NAVD 88     -        49.87   (+/-2cm)     163.6    (feet)  VERTCON   
 BW1074  ___________________________________________________________________
 BW1074  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BW1074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1074
 BW1074.The horizontal coordinates were scaled from a topographic map and have
 BW1074.an estimated accuracy of +/- 6 seconds.
 BW1074
 BW1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1074.The vertical order pertains to the NGVD 29 superseded value.
 BW1074
 BW1074.The geoid height was determined by GEOID03.
 BW1074
 BW1074;                    North         East    Units  Estimated Accuracy
 BW1074;SPC MS W     -   191,000.      608,930.      MT  (+/- 180 meters Scaled)
 BW1074
 BW1074                          SUPERSEDED SURVEY CONTROL
 BW1074
 BW1074  NGVD 29 (??/??/92)   49.858  (m)          163.58   (f) ADJ UNCH    2 0
 BW1074
 BW1074.Superseded values are not recommended for survey control.
 BW1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1074.See file dsdata.txt to determine how the superseded data were derived.
 BW1074
 BW1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ629551(NAD 83)
 BW1074_MARKER: DD = SURVEY DISK
 BW1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1074_STAMPING: BM 61V-20 1969
 BW1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1074+STABILITY: SURFACE MOTION
 BW1074
 BW1074  HISTORY     - Date     Condition        Report By
 BW1074  HISTORY     - 1969     MONUMENTED       MSHD
 BW1074
 BW1074                          STATION DESCRIPTION
 BW1074
 BW1074'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1074'8 MI N FROM WOODVILLE.
 BW1074'THE MARK IS LOCATED 8 MILES NORTH OF WOODVILLE ON THE EAST
 BW1074'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 81 FEET EAST OF THE CENTER OF
 BW1074'HIGHWAY 61 AT STA NO. 435, 20 FEET NORTH OF THE CENTER OF A TRACK
 BW1074'ROAD, 2 FEET SOUTHEAST OF UTILITY POLE NO. 93-1/2, 1.5 FEET EAST OF A
 BW1074'FENCE, 2 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BW1074'INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 BW1074'AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY
 BW1074'COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW1074'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH)
 BW1074'AND CONTINUE ON U.S. HIGHWAY 61 FOR 7.8 MILES TO A ROADSIDE PARK ON
 BW1074'THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.9 MILE TO AN IRON
 BW1074'GATE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1075 ***********************************************************************
 BW1075  DESIGNATION -  61 V 20 A
 BW1075  PID         -  BW1075
 BW1075  STATE/COUNTY-  MS/WILKINSON
 BW1075  USGS QUAD   -  LANEHEART (1988)
 BW1075
 BW1075                         *CURRENT SURVEY CONTROL
 BW1075  ___________________________________________________________________
 BW1075* NAD 83(1986)-  31 13 46.     (N)    091 17 49.     (W)     SCALED    
 BW1075* NAVD 88     -        35.88   (+/-2cm)     117.7    (feet)  VERTCON   
 BW1075  ___________________________________________________________________
 BW1075  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BW1075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1075
 BW1075.The horizontal coordinates were scaled from a topographic map and have
 BW1075.an estimated accuracy of +/- 6 seconds.
 BW1075
 BW1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1075.The vertical order pertains to the NGVD 29 superseded value.
 BW1075
 BW1075.The geoid height was determined by GEOID03.
 BW1075
 BW1075;                    North         East    Units  Estimated Accuracy
 BW1075;SPC MS W     -   192,120.      608,200.      MT  (+/- 180 meters Scaled)
 BW1075
 BW1075                          SUPERSEDED SURVEY CONTROL
 BW1075
 BW1075  NGVD 29 (??/??/92)   35.865  (m)          117.67   (f) ADJ UNCH    2 0
 BW1075
 BW1075.Superseded values are not recommended for survey control.
 BW1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1075.See file dsdata.txt to determine how the superseded data were derived.
 BW1075
 BW1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ622562(NAD 83)
 BW1075_MARKER: DD = SURVEY DISK
 BW1075_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW1075_SP_SET: BRIDGE ABUTMENT
 BW1075_STAMPING: BM 61-V-20A 1969
 BW1075_MARK LOGO: MSHD  
 BW1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1075+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1990
 BW1075
 BW1075  HISTORY     - Date     Condition        Report By
 BW1075  HISTORY     - 1969     MONUMENTED       MSHD
 BW1075  HISTORY     - 19901211 GOOD             MSHD
 BW1075
 BW1075                          STATION DESCRIPTION
 BW1075
 BW1075'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1075'8.5 MI N FROM WOODVILLE.
 BW1075'THE MARK IS LOCATED 8.5 MILES NORTH IN THE WEST END OF THE NORTH
 BW1075'ABUTMENT OF A LONG CONCRETE BRIDGE OVER BUFFALO BAYOU.  IT IS 17 FEET
 BW1075'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 2 FEET SOUTHEAST OF A
 BW1075'METAL WITNESS POST, SET IN A DRILLED HOLE IN THE WEST END OF THE NORTH
 BW1075'ABUTMENT OF A LONG CONCRETE BRIDGE OVER BUFFALO BAYOU AND IS ABOUT 2
 BW1075'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1075'WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE
 BW1075'HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN
 BW1075'LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 9.6 MILES TO THE
 BW1075'NORTH END OF A LONG CONCRETE BRIDGE AND THE MARK ON THE LEFT.
 BW1075
 BW1075                          STATION RECOVERY (1990)
 BW1075
 BW1075'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BW1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0666 ***********************************************************************
 DK0666  DESIGNATION -  61 V 200 MSHD
 DK0666  PID         -  DK0666
 DK0666  STATE/COUNTY-  MS/BOLIVAR
 DK0666  USGS QUAD   -  CLEVELAND (1966)
 DK0666
 DK0666                         *CURRENT SURVEY CONTROL
 DK0666  ___________________________________________________________________
 DK0666* NAD 83(1986)-  33 44 49.     (N)    090 42 55.     (W)     SCALED    
 DK0666* NAVD 88     -        42.116  (meters)     138.18   (feet)  ADJUSTED  
 DK0666  ___________________________________________________________________
 DK0666  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0666  DYNAMIC HT  -          42.073 (meters)     138.03  (feet)  COMP
 DK0666  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DK0666
 DK0666  VERT ORDER  -  SECOND    CLASS II
 DK0666
 DK0666.The horizontal coordinates were scaled from a topographic map and have
 DK0666.an estimated accuracy of +/- 6 seconds.
 DK0666
 DK0666.The orthometric height was determined by differential leveling
 DK0666.and adjusted in June 1991.
 DK0666
 DK0666.The geoid height was determined by GEOID03.
 DK0666
 DK0666.The dynamic height is computed by dividing the NAVD 88
 DK0666.geopotential number by the normal gravity value computed on the
 DK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0666.degrees latitude (g = 980.6199 gals.).
 DK0666
 DK0666.The modeled gravity was interpolated from observed gravity values.
 DK0666
 DK0666;                    North         East    Units  Estimated Accuracy
 DK0666;SPC MS W     -   470,950.      664,610.      MT  (+/- 180 meters Scaled)
 DK0666
 DK0666                          SUPERSEDED SURVEY CONTROL
 DK0666
 DK0666  NGVD 29 (??/??/??)   42.224  (m)          138.53   (f) ADJUSTED    2 2
 DK0666
 DK0666.Superseded values are not recommended for survey control.
 DK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0666.See file dsdata.txt to determine how the superseded data were derived.
 DK0666
 DK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT116364(NAD 83)
 DK0666_MARKER: DD = SURVEY DISK
 DK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0666_STAMPING: BM 61 V 200 1971
 DK0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0666+STABILITY: SURFACE MOTION
 DK0666
 DK0666  HISTORY     - Date     Condition        Report By
 DK0666  HISTORY     - 1971     MONUMENTED       MSHD
 DK0666
 DK0666                          STATION DESCRIPTION
 DK0666
 DK0666'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0666'0.6 MI NE FROM CLEVELAND.
 DK0666'THE MARK IS LOCATED 0.6 MILES NE OF THE CENTER OF CLEVELAND IN THE SE
 DK0666'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 8 IN
 DK0666'THE NE 1/4 OF SECTION 21, T 22N, R 5W.  IT IS 24 FEET EAST OF THE
 DK0666'CENTER OF THE EAST LANE OF HIGHWAY 61, 64 FEET SOUTH OF THE CENTER OF
 DK0666'THE SOUTH LANE OF HIGHWAY 8, 36.5 FEET SSE OF THE SW POINT OF A SMALL
 DK0666'TRIANGLE FORMED BY A CURB, 116 FEET NW OF THE NW CORNER OF A GULF
 DK0666'STATION, 26 FEET SW OF A FIRE ALARM BOX, 78 FEET WSW OF A 24 INCH OAK,
 DK0666'77 FEET SW OF A POLE WITH A LAMP, 8 FEET NNW OF A WATER METER, 1.5
 DK0666'FEET NW OF A POLE WITH A LAMP, 1 FOOT NE OF A METAL WITNESS POST SET
 DK0666'IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 1 FOOT ABOVE THE LEVEL
 DK0666'OF THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0669 ***********************************************************************
 DK0669  DESIGNATION -  61 V 201 MSHD
 DK0669  PID         -  DK0669
 DK0669  STATE/COUNTY-  MS/BOLIVAR
 DK0669  USGS QUAD   -  MERIGOLD (1966)
 DK0669
 DK0669                         *CURRENT SURVEY CONTROL
 DK0669  ___________________________________________________________________
 DK0669* NAD 83(1986)-  33 45 43.     (N)    090 43 00.     (W)     SCALED    
 DK0669* NAVD 88     -        42.443  (meters)     139.25   (feet)  ADJUSTED  
 DK0669  ___________________________________________________________________
 DK0669  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0669  DYNAMIC HT  -          42.400 (meters)     139.11  (feet)  COMP
 DK0669  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 DK0669
 DK0669  VERT ORDER  -  SECOND    CLASS II
 DK0669
 DK0669.The horizontal coordinates were scaled from a topographic map and have
 DK0669.an estimated accuracy of +/- 6 seconds.
 DK0669
 DK0669.The orthometric height was determined by differential leveling
 DK0669.and adjusted in June 1991.
 DK0669
 DK0669.The geoid height was determined by GEOID03.
 DK0669
 DK0669.The dynamic height is computed by dividing the NAVD 88
 DK0669.geopotential number by the normal gravity value computed on the
 DK0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0669.degrees latitude (g = 980.6199 gals.).
 DK0669
 DK0669.The modeled gravity was interpolated from observed gravity values.
 DK0669
 DK0669;                    North         East    Units  Estimated Accuracy
 DK0669;SPC MS W     -   472,610.      664,490.      MT  (+/- 180 meters Scaled)
 DK0669
 DK0669                          SUPERSEDED SURVEY CONTROL
 DK0669
 DK0669  NGVD 29 (??/??/??)   42.551  (m)          139.60   (f) ADJUSTED    2 2
 DK0669
 DK0669.Superseded values are not recommended for survey control.
 DK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0669.See file dsdata.txt to determine how the superseded data were derived.
 DK0669
 DK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT114381(NAD 83)
 DK0669_MARKER: DD = SURVEY DISK
 DK0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0669_STAMPING: BM 61V 201 1971
 DK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0669+STABILITY: SURFACE MOTION
 DK0669
 DK0669  HISTORY     - Date     Condition        Report By
 DK0669  HISTORY     - 1971     MONUMENTED       MSHD
 DK0669
 DK0669                          STATION DESCRIPTION
 DK0669
 DK0669'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK0669'1.5 MI NNE FROM CLEVELAND.
 DK0669'THE MARK IS LOCATED 1.5 MILES NNE OF CLEVELAND JUST NORTH OF A SPURR
 DK0669'TRACK NEAR THE SOUTH PROPERTY OF BAXTER LABORATORIES INC. IN THE
 DK0669'SOUTHEAST 1/4 OF SECTION 39, T 22N, R 5W.  IT IS 388 FEET WEST OF THE
 DK0669'CENTER OF THE WEST LANE OF HIGHWAY 61, 72 FEET NORTH OF THE CENTER OF
 DK0669'A BLACK TOP STREET, 21 FEET EAST OF THE CENTER OF THE PARKING LOT
 DK0669'ENTRANCE, 6.5 FEET NORTH OF THE NORTH RAIL OF THE SPURR TRACK, 9.5
 DK0669'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF BAXTER LAB., 68.5
 DK0669'FEET SOUTH-SOUTHWEST OF HIGH POWER POLE NO. 474, 199 FEET WSW OF THE
 DK0669'SE CORNER OF THE PARKING LOT, 1 FOOT WEST OF A METAL WITNESS POST SET
 DK0669'IN THE TOP OF A 12 INCH CYLINDER ABOUT LEVEL WITH THE STREET AND
 DK0669'PROJECTS 1 INCH.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8
 DK0669'AND U.S. HIGHWAY 61 IN CLEVELAND GO NORTH ON U.S. HIGHWAY 61 FOR 1.1
 DK0669'MILES TO A CROSS STREET ON THE SOUTH SIDE OF A RAILROAD TRACK.  TURN
 DK0669'LEFT AND GO WEST ON A BLACK TOP STREET FOR ABOUT 100 YARDS TO THE
 DK0669'ENTRANCE TO BAXTER LABORATORIES AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0675 ***********************************************************************
 DK0675  DESIGNATION -  61 V 202 MSHD
 DK0675  PID         -  DK0675
 DK0675  STATE/COUNTY-  MS/BOLIVAR
 DK0675  USGS QUAD   -  MERIGOLD (1966)
 DK0675
 DK0675                         *CURRENT SURVEY CONTROL
 DK0675  ___________________________________________________________________
 DK0675* NAD 83(1986)-  33 48 24.     (N)    090 43 28.     (W)     SCALED    
 DK0675* NAVD 88     -        42.884  (meters)     140.70   (feet)  ADJUSTED  
 DK0675  ___________________________________________________________________
 DK0675  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0675  DYNAMIC HT  -          42.841 (meters)     140.55  (feet)  COMP
 DK0675  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 DK0675
 DK0675  VERT ORDER  -  SECOND    CLASS II
 DK0675
 DK0675.The horizontal coordinates were scaled from a topographic map and have
 DK0675.an estimated accuracy of +/- 6 seconds.
 DK0675
 DK0675.The orthometric height was determined by differential leveling
 DK0675.and adjusted in June 1991.
 DK0675
 DK0675.The geoid height was determined by GEOID03.
 DK0675
 DK0675.The dynamic height is computed by dividing the NAVD 88
 DK0675.geopotential number by the normal gravity value computed on the
 DK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0675.degrees latitude (g = 980.6199 gals.).
 DK0675
 DK0675.The modeled gravity was interpolated from observed gravity values.
 DK0675
 DK0675;                    North         East    Units  Estimated Accuracy
 DK0675;SPC MS W     -   477,570.      663,790.      MT  (+/- 180 meters Scaled)
 DK0675
 DK0675                          SUPERSEDED SURVEY CONTROL
 DK0675
 DK0675  NGVD 29 (??/??/??)   42.995  (m)          141.06   (f) ADJUSTED    2 2
 DK0675
 DK0675.Superseded values are not recommended for survey control.
 DK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0675.See file dsdata.txt to determine how the superseded data were derived.
 DK0675
 DK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT106430(NAD 83)
 DK0675_MARKER: DD = SURVEY DISK
 DK0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0675_STAMPING: BM 61V 202 1974
 DK0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0675+STABILITY: SURFACE MOTION
 DK0675
 DK0675  HISTORY     - Date     Condition        Report By
 DK0675  HISTORY     - 1974     MONUMENTED       MSHD
 DK0675
 DK0675                          STATION DESCRIPTION
 DK0675
 DK0675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0675'2.2 MI S FROM MERIGOLD.
 DK0675'THE MARK IS LOCATED 4.2 MILES NORTH OF THE CENTER OF CLEVELAND IN THE
 DK0675'NORTHEAST ANGLE OF THE CROSSING OF THE I.C.R.R. TRACK WITH A BLACK TOP
 DK0675'ROAD, 2.2 MILES SOUTH OF MERIGOLD IN THE SOUTHWEST CORNER OF SECTION
 DK0675'28, T 23N, R 5W.  IT IS 14 FEET EAST OF THE EAST OF THE EAST RAIL, 25
 DK0675'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 51 FEET WEST OF THE
 DK0675'CENTER OF A GRAVELED ROAD, 30 FEET NORTHEAST OF THE CENTER OF THE
 DK0675'RAILROAD CROSSING, 31.5 FEET WEST OF A RAILROAD STOP SIGN, 1 FOOT WEST
 DK0675'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 DK0675'3 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 3 INCHES.  TO REACH
 DK0675'FROM THE U.S. POST OFFICE IN MERIGOLD GO SOUTH ON U.S. HIGHWAY 61 FOR
 DK0675'2.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A BLACK TOP
 DK0675'ROAD FOR 0.3 MILE TO THE RAILROAD TRACK AND THE MARK ON THE RIGHT JUST
 DK0675'BEYOND A CROSSROAD.  THE MARK ALSO CAN BE REACHED FROM THE
 DK0675'INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 8 IN CLEVELAND BY
 DK0675'GOING NORTH ON U.S. HIGHWAY 61 FOR 4.2 MILES TO A SIDE ROAD LEFT. TURN
 DK0675'LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.3 MILE TO THE RAILROAD
 DK0675'TRACK AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0679 ***********************************************************************
 DK0679  DESIGNATION -  61 V 203 MSHD
 DK0679  PID         -  DK0679
 DK0679  STATE/COUNTY-  MS/BOLIVAR
 DK0679  USGS QUAD   -  MERIGOLD (1966)
 DK0679
 DK0679                         *CURRENT SURVEY CONTROL
 DK0679  ___________________________________________________________________
 DK0679* NAD 83(1986)-  33 49 26.     (N)    090 43 23.     (W)     SCALED    
 DK0679* NAVD 88     -        42.471  (meters)     139.34   (feet)  ADJUSTED  
 DK0679  ___________________________________________________________________
 DK0679  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0679  DYNAMIC HT  -          42.428 (meters)     139.20  (feet)  COMP
 DK0679  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 DK0679
 DK0679  VERT ORDER  -  SECOND    CLASS II
 DK0679
 DK0679.The horizontal coordinates were scaled from a topographic map and have
 DK0679.an estimated accuracy of +/- 6 seconds.
 DK0679
 DK0679.The orthometric height was determined by differential leveling
 DK0679.and adjusted in June 1991.
 DK0679
 DK0679.The geoid height was determined by GEOID03.
 DK0679
 DK0679.The dynamic height is computed by dividing the NAVD 88
 DK0679.geopotential number by the normal gravity value computed on the
 DK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0679.degrees latitude (g = 980.6199 gals.).
 DK0679
 DK0679.The modeled gravity was interpolated from observed gravity values.
 DK0679
 DK0679;                    North         East    Units  Estimated Accuracy
 DK0679;SPC MS W     -   479,480.      663,920.      MT  (+/- 180 meters Scaled)
 DK0679
 DK0679                          SUPERSEDED SURVEY CONTROL
 DK0679
 DK0679  NGVD 29 (??/??/??)   42.579  (m)          139.69   (f) ADJUSTED    2 2
 DK0679
 DK0679.Superseded values are not recommended for survey control.
 DK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0679.See file dsdata.txt to determine how the superseded data were derived.
 DK0679
 DK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT107449(NAD 83)
 DK0679_MARKER: DD = SURVEY DISK
 DK0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0679_STAMPING: BM 61V 203 1974
 DK0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0679+STABILITY: SURFACE MOTION
 DK0679
 DK0679  HISTORY     - Date     Condition        Report By
 DK0679  HISTORY     - 1974     MONUMENTED       MSHD
 DK0679
 DK0679                          STATION DESCRIPTION
 DK0679
 DK0679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0679'0.95 MI S FROM MERIGOLD.
 DK0679'THE MARK IS LOCATED 0.95 MILE SOUTH OF MERIGOLD, 5.4 MILES NORTH OF
 DK0679'CLEVELAND IN THE SOUTHWEST 1/4 OF SECTION 21, T 23N, R 5W.  IT IS 80
 DK0679'FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 61, 230
 DK0679'FEET NORTH OF A MANHOLE JUST INSIDE A CYCLONE FENCE, 5 FEET NORTHWEST
 DK0679'OF A TELEPHONE CABLE JUNCTION BOX, 1 FOOT EAST OF A CYCLONE FENCE, 1
 DK0679'FOOT NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 DK0679'CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 DK0679'4 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN MERIGOLD GO SOUTH ON
 DK0679'U.S. HIGHWAY 61 FOR 0.95 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0709 ***********************************************************************
 DK0709  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0709  DESIGNATION -  61 V 204 MSHD
 DK0709  PID         -  DK0709
 DK0709  STATE/COUNTY-  MS/BOLIVAR
 DK0709  USGS QUAD   -  SHELBY (1969)
 DK0709
 DK0709                         *CURRENT SURVEY CONTROL
 DK0709  ___________________________________________________________________
 DK0709* NAD 83(2007)-  33 58 02.17679(N)    090 45 58.91315(W)     ADJUSTED  
 DK0709* NAVD 88     -        46.81   (meters)     153.6    (feet)  GPS OBS   
 DK0709  ___________________________________________________________________
 DK0709  EPOCH DATE  -        2002.00
 DK0709  X           -     -70,825.701 (meters)                     COMP
 DK0709  Y           -  -5,294,830.752 (meters)                     COMP
 DK0709  Z           -   3,543,447.684 (meters)                     COMP
 DK0709  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DK0709  ELLIP HEIGHT-          20.371 (meters)          (02/15/08) ADJUSTED
 DK0709  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0709  HORZ ORDER  -  B
 DK0709  ELLP ORDER  -  FOURTH    CLASS II
 DK0709
 DK0709.The horizontal coordinates were established by GPS observations
 DK0709.and adjusted by the EMC INCORPORATED in February 2008.
 DK0709
 DK0709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0709.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0709.The horizontal coordinates are valid at the epoch date displayed above.
 DK0709.The epoch date for horizontal control is a decimal equivalence
 DK0709.of Year/Month/Day.
 DK0709
 DK0709.The orthometric height was determined by GPS observations and a
 DK0709.high-resolution geoid model.
 DK0709.The orthometric height was determined by GPS observations and a
 DK0709.high-resolution geoid model using precise GPS observation and
 DK0709.processing techniques. It supersedes the leveled height previously
 DK0709.determined for this station.
 DK0709
 DK0709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0709
 DK0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0709
 DK0709.The ellipsoidal height was determined by GPS observations
 DK0709.and is referenced to NAD 83.
 DK0709
 DK0709.The geoid height was determined by GEOID03.
 DK0709
 DK0709;                    North         East     Units Scale Factor Converg.
 DK0709;SPC MS W     -   495,401.562   659,981.004   MT  0.99996974   -0 14 31.0
 DK0709;SPC MS W     - 1,625,329.96  2,165,287.68   sFT  0.99996974   -0 14 31.0
 DK0709;UTM  15      - 3,760,775.283   706,370.243   MT  1.00012503   +1 14 54.3
 DK0709
 DK0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0709!SPC MS W     -   0.99999680  x   0.99996974  =   0.99996654
 DK0709!UTM  15      -   0.99999680  x   1.00012503  =   1.00012183
 DK0709
 DK0709:                Primary Azimuth Mark                     Grid Az
 DK0709:SPC MS W     -  61 V 205 MSHDX                           022 33 20.9
 DK0709:UTM  15      -  61 V 205 MSHDX                           021 03 55.6
 DK0709
 DK0709|---------------------------------------------------------------------|
 DK0709| PID    Reference Object                     Distance      Geod. Az  |
 DK0709|                                                           dddmmss.s |
 DK0709| DJ8596 61 V 205 MSHDX                      APPROX. 1.8 KM 0221849.9 |
 DK0709|---------------------------------------------------------------------|
 DK0709
 DK0709                          SUPERSEDED SURVEY CONTROL
 DK0709
 DK0709  NAVD 88 (06/15/91)   46.846  (m)          153.69   (f) ADJUSTED    2 2
 DK0709  NGVD 29 (??/??/??)   46.924  (m)          153.95   (f) ADJUSTED    2 2
 DK0709
 DK0709.Superseded values are not recommended for survey control.
 DK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0709.See file dsdata.txt to determine how the superseded data were derived.
 DK0709
 DK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0637060775(NAD 83)
 DK0709_MARKER: DD = SURVEY DISK
 DK0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0709_SP_SET: SET IN A LIGHT STRUCTURE
 DK0709_STAMPING: BM 61V 204 1974
 DK0709_MARK LOGO: NONE  
 DK0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0709+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 DK0709
 DK0709  HISTORY     - Date     Condition        Report By
 DK0709  HISTORY     - 1974     MONUMENTED       MSHD
 DK0709  HISTORY     - 20030716 GOOD             USACE
 DK0709  HISTORY     - 20070117 GOOD             EMCINC
 DK0709
 DK0709                          STATION DESCRIPTION
 DK0709
 DK0709'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0709'1.1 MI N FROM SHELBY.
 DK0709'THE MARK IS LOCATED 1.1 MILES NORTH OF SHELBY IN THE SOUTHWEST END OF
 DK0709'THE NORTHWEST HEADWALL OF A 3 X 2 FOOT CONCRETE BOX CULVERT IN THE
 DK0709'SOUTHEAST CORNER OF SECTION 1, T 24N, R 6W.  IT IS 23.4 FEET WEST OF
 DK0709'THE CENTER OF HIGHWAY 61, 224 FEET NORTH OF THE CENTER OF A GRAVELED
 DK0709'ROAD, 79 FEET NORTH OF THE SHELBY CORP. LIMIT SIGN, 1 FOOT NORTH OF A
 DK0709'METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 DK0709'HEADWALL OF A 3 X 2 FOOT BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE
 DK0709'LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32
 DK0709'AND U.S. HIGHWAY 61 IN SHELBY GO NORTH ON U.S. HIGHWAY 61 FOR 1.05
 DK0709'MILES TO A CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR ABOUT 200
 DK0709'FEET TO THE MARK ON THE LEFT.
 DK0709
 DK0709                          STATION RECOVERY (2003)
 DK0709
 DK0709'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0709'RECOVERED IN GOOD CONDITION.
 DK0709
 DK0709                          STATION RECOVERY (2007)
 DK0709
 DK0709'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0712 ***********************************************************************
 DK0712  DESIGNATION -  61 V 205 MSHD
 DK0712  PID         -  DK0712
 DK0712  STATE/COUNTY-  MS/BOLIVAR
 DK0712  USGS QUAD   -  SHELBY (1969)
 DK0712
 DK0712                         *CURRENT SURVEY CONTROL
 DK0712  ___________________________________________________________________
 DK0712* NAD 83(1986)-  33 58 58.     (N)    090 45 35.     (W)     SCALED    
 DK0712* NAVD 88     -        47.272  (meters)     155.09   (feet)  ADJUSTED  
 DK0712  ___________________________________________________________________
 DK0712  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0712  DYNAMIC HT  -          47.225 (meters)     154.94  (feet)  COMP
 DK0712  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 DK0712
 DK0712  VERT ORDER  -  SECOND    CLASS II
 DK0712
 DK0712.The horizontal coordinates were scaled from a topographic map and have
 DK0712.an estimated accuracy of +/- 6 seconds.
 DK0712
 DK0712.The orthometric height was determined by differential leveling
 DK0712.and adjusted in June 1991.
 DK0712
 DK0712.The geoid height was determined by GEOID03.
 DK0712
 DK0712.The dynamic height is computed by dividing the NAVD 88
 DK0712.geopotential number by the normal gravity value computed on the
 DK0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0712.degrees latitude (g = 980.6199 gals.).
 DK0712
 DK0712.The modeled gravity was interpolated from observed gravity values.
 DK0712
 DK0712;                    North         East    Units  Estimated Accuracy
 DK0712;SPC MS W     -   497,120.      660,600.      MT  (+/- 180 meters Scaled)
 DK0712
 DK0712                          SUPERSEDED SURVEY CONTROL
 DK0712
 DK0712  NGVD 29 (??/??/??)   47.355  (m)          155.36   (f) ADJUSTED    2 2
 DK0712
 DK0712.Superseded values are not recommended for survey control.
 DK0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0712.See file dsdata.txt to determine how the superseded data were derived.
 DK0712
 DK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT069625(NAD 83)
 DK0712_MARKER: DD = SURVEY DISK
 DK0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0712_STAMPING: BM 61V 205 1974
 DK0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0712+STABILITY: SURFACE MOTION
 DK0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0712+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DK0712
 DK0712  HISTORY     - Date     Condition        Report By
 DK0712  HISTORY     - 1974     MONUMENTED       MSHD
 DK0712  HISTORY     - 20030714 GOOD             USACE
 DK0712
 DK0712                          STATION DESCRIPTION
 DK0712
 DK0712'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0712'2.3 MI NNE FROM SHELBY.
 DK0712'THE MARK IS LOCATED 2.3 MILES NORTH-NORTHEAST OF SHELBY AT THE
 DK0712'SOUTHWEST CORNER OF A CYCLONE FENCE AROUND A POWER SUB-STATION, 1.7
 DK0712'MILES SOUTH OF THE COMMUNITY OF HUSHPUCKENA, 1.15 MILES NORTH OF A
 DK0712'CROSSROAD IN THE NORTHWEST 1/4 OF SECTION 6, T 24N, R 5W.  IT IS 189
 DK0712'FEET EAST OF THE CENTER OF HIGHWAY 61, 111 FEET NORTH OF THE CENTER OF
 DK0712'THE ENTRANCE TO THE SUB-STATION, 106.5 FEET SOUTHEAST OF A POWER POLE
 DK0712'WITH A GUY WIRE, 2 FEET WEST OF THE SOUTHWEST CORNER OF THE CYCLONE
 DK0712'FENCE AROUND THE SUB-STATION, 2 FEET WEST-SOUTHWEST OF A METAL WITNESS
 DK0712'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE
 DK0712'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 DK0712'JUNCTION OF U.S. 61 AND MISS. HIGHWAY 32 IN SHELBY GO NORTH ON U.S. 61
 DK0712'FOR 2.3 MILES TO MISSISSIPPI POWER AND LIGHT SUB-STATION MARK ON THE
 DK0712'RIGHT.
 DK0712
 DK0712                          STATION RECOVERY (2003)
 DK0712
 DK0712'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8596 ***********************************************************************
 DJ8596  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8596  DESIGNATION -  61 V 205 MSHDX
 DJ8596  PID         -  DJ8596
 DJ8596  STATE/COUNTY-  MS/BOLIVAR
 DJ8596  USGS QUAD   -  SHELBY (1969)
 DJ8596
 DJ8596                         *CURRENT SURVEY CONTROL
 DJ8596  ___________________________________________________________________
 DJ8596* NAD 83(2007)-  33 58 55.40311(N)    090 45 32.69035(W)     ADJUSTED  
 DJ8596* NAVD 88     -        46.64   (meters)     153.0    (feet)  GPS OBS   
 DJ8596  ___________________________________________________________________
 DJ8596  EPOCH DATE  -        2002.00
 DJ8596  X           -     -70,140.416 (meters)                     COMP
 DJ8596  Y           -  -5,293,923.181 (meters)                     COMP
 DJ8596  Z           -   3,544,807.613 (meters)                     COMP
 DJ8596  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DJ8596  ELLIP HEIGHT-          20.203 (meters)          (02/15/08) ADJUSTED
 DJ8596  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DJ8596  HORZ ORDER  -  FIRST
 DJ8596  ELLP ORDER  -  FOURTH    CLASS II
 DJ8596
 DJ8596.The horizontal coordinates were established by GPS observations
 DJ8596.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8596
 DJ8596.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8596.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8596.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8596.The epoch date for horizontal control is a decimal equivalence
 DJ8596.of Year/Month/Day.
 DJ8596
 DJ8596.The orthometric height was determined by GPS observations and a
 DJ8596.high-resolution geoid model.
 DJ8596.The orthometric height was determined by GPS observations and a
 DJ8596.high-resolution geoid model using precise GPS observation and
 DJ8596.processing techniques.
 DJ8596
 DJ8596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8596
 DJ8596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8596
 DJ8596.The ellipsoidal height was determined by GPS observations
 DJ8596.and is referenced to NAD 83.
 DJ8596
 DJ8596.The geoid height was determined by GEOID03.
 DJ8596
 DJ8596;                    North         East     Units Scale Factor Converg.
 DJ8596;SPC MS W     -   497,038.669   660,660.987   MT  0.99996907   -0 14 16.7
 DJ8596;SPC MS W     - 1,630,701.03  2,167,518.59   sFT  0.99996907   -0 14 16.7
 DJ8596;UTM  15      - 3,762,429.785   707,007.508   MT  1.00012828   +1 15 10.7
 DJ8596
 DJ8596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8596!SPC MS W     -   0.99999683  x   0.99996907  =   0.99996590
 DJ8596!UTM  15      -   0.99999683  x   1.00012828  =   1.00012511
 DJ8596
 DJ8596:                Primary Azimuth Mark                     Grid Az
 DJ8596:SPC MS W     -  61 V 204 MSHD                            202 33 21.3
 DJ8596:UTM  15      -  61 V 204 MSHD                            201 03 53.9
 DJ8596
 DJ8596|---------------------------------------------------------------------|
 DJ8596| PID    Reference Object                     Distance      Geod. Az  |
 DJ8596|                                                           dddmmss.s |
 DJ8596| DK0709 61 V 204 MSHD                       APPROX. 1.8 KM 2021904.6 |
 DJ8596|---------------------------------------------------------------------|
 DJ8596
 DJ8596                          SUPERSEDED SURVEY CONTROL
 DJ8596
 DJ8596.No superseded survey control is available for this station.
 DJ8596
 DJ8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0700862430(NAD 83)
 DJ8596_MARKER: I = METAL ROD
 DJ8596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8596+WITH SETTING: INFORMATION.
 DJ8596_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8596_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8596+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DJ8596_ROD/PIPE-DEPTH:  0.6 meters
 DJ8596
 DJ8596  HISTORY     - Date     Condition        Report By
 DJ8596  HISTORY     - 20070210 MONUMENTED       EMCINC
 DJ8596
 DJ8596                          STATION DESCRIPTION
 DJ8596
 DJ8596'DESCRIBED BY EMC INCORPORATED 2007
 DJ8596'TO REACH MARK FROM THE POST OFFICE IN SHELBY, MS PROCEED WEST ON EAST
 DJ8596'SECOND STREET FOR 200 FT (61.0 M) TO SOUTH.  BROADWAY STREET, TURN
 DJ8596'RIGHT AND PROCEED NORTH FOR 1.45 MI (2.3 KM) TO HIGHWAY 61 NORTH.
 DJ8596'BOUND, TURN LEFT AND PROCEED NORTH FOR 0.8 MI (1.3 KM) ON HIGHWAY 61
 DJ8596'NORTH TO SMALL ELECTRIC SUBSTATION AND MARK ON RIGHT AT SOUTH EDGE
 DJ8596'PROPERTY YARD. SET 1/2 IN IRON ROD, 18 IN LONG, 4 IN BELOW GROUND
 DJ8596'SURFACE. LOCATED 249.7' AT 93 DEG FROM CENTERLINE HIGHWAY 61 N, 16.0'
 DJ8596'AT 3 DEG FROM TB DITCH, 222' AT 157 DEG FROM WEST CORNER FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0713 ***********************************************************************
 DK0713  DESIGNATION -  61 V 206 MSHD
 DK0713  PID         -  DK0713
 DK0713  STATE/COUNTY-  MS/BOLIVAR
 DK0713  USGS QUAD   -  SHELBY (1969)
 DK0713
 DK0713                         *CURRENT SURVEY CONTROL
 DK0713  ___________________________________________________________________
 DK0713* NAD 83(1986)-  33 59 40.     (N)    090 45 20.     (W)     SCALED    
 DK0713* NAVD 88     -        47.519  (meters)     155.90   (feet)  ADJUSTED  
 DK0713  ___________________________________________________________________
 DK0713  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0713  DYNAMIC HT  -          47.471 (meters)     155.74  (feet)  COMP
 DK0713  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 DK0713
 DK0713  VERT ORDER  -  SECOND    CLASS II
 DK0713
 DK0713.The horizontal coordinates were scaled from a topographic map and have
 DK0713.an estimated accuracy of +/- 6 seconds.
 DK0713
 DK0713.The orthometric height was determined by differential leveling
 DK0713.and adjusted in June 1991.
 DK0713
 DK0713.The geoid height was determined by GEOID03.
 DK0713
 DK0713.The dynamic height is computed by dividing the NAVD 88
 DK0713.geopotential number by the normal gravity value computed on the
 DK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0713.degrees latitude (g = 980.6199 gals.).
 DK0713
 DK0713.The modeled gravity was interpolated from observed gravity values.
 DK0713
 DK0713;                    North         East    Units  Estimated Accuracy
 DK0713;SPC MS W     -   498,410.      660,990.      MT  (+/- 180 meters Scaled)
 DK0713
 DK0713                          SUPERSEDED SURVEY CONTROL
 DK0713
 DK0713  NGVD 29 (??/??/??)   47.606  (m)          156.19   (f) ADJUSTED    2 2
 DK0713
 DK0713.Superseded values are not recommended for survey control.
 DK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0713.See file dsdata.txt to determine how the superseded data were derived.
 DK0713
 DK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT073638(NAD 83)
 DK0713_MARKER: DD = SURVEY DISK
 DK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0713_STAMPING: BM 61 V 206 1974
 DK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0713+STABILITY: SURFACE MOTION
 DK0713
 DK0713  HISTORY     - Date     Condition        Report By
 DK0713  HISTORY     - 1974     MONUMENTED       MSHD
 DK0713  HISTORY     - 20030714 MARK NOT FOUND   USACE
 DK0713
 DK0713                          STATION DESCRIPTION
 DK0713
 DK0713'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0713'3.1 MI N FROM SHELBY.
 DK0713'THE MARK IS LOCATED 3.1 MILES NORTH OF SHELBY IN THE NORTHWEST ANGLE
 DK0713'OF THE CROSSING OF THE I.C.R.R. TRACK WITH A PRIVATE ROAD, 1 MILE
 DK0713'SOUTH OF THE COMMUNITY OF HUSHPUCKENA IN THE SOUTHWEST 1/4 OF SECTION
 DK0713'31, T 25N, R 5W.  IT IS 203 FEET WEST OF THE CENTER OF HIGHWAY 61,
 DK0713'21.5 FEET WEST OF THE WEST RAIL, 38 FEET NORTH OF THE CENTER OF A
 DK0713'GRAVELED ROAD, 53 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 49
 DK0713'FEET NORTHEAST OF A RAILROAD STOP SIGN, 1.5 FEET NORTH OF POLE NO.
 DK0713'4055, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 DK0713'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 DK0713'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND
 DK0713'U.S. HIGHWAY 61 1/2 BLOCK WEST OF THE POST OFFICE IN SHELBY GO NORTH
 DK0713'ON U.S. HIGHWAY 61 FOR 3.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DK0713'GO WEST ON A GRAVELED ROAD FOR ABOUT 200 FEET TO THE MARK ON THE RIGHT
 DK0713'JUST BEYOND A RAILROAD CROSSING.
 DK0713
 DK0713                          STATION RECOVERY (2003)
 DK0713
 DK0713'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0660 ***********************************************************************
 EH0660  DESIGNATION -  61 V 207
 EH0660  PID         -  EH0660
 EH0660  STATE/COUNTY-  MS/BOLIVAR
 EH0660  USGS QUAD   -  DUNCAN (1967)
 EH0660
 EH0660                         *CURRENT SURVEY CONTROL
 EH0660  ___________________________________________________________________
 EH0660* NAD 83(1986)-  34 01 40.     (N)    090 44 50.     (W)     SCALED    
 EH0660* NAVD 88     -        47.677  (meters)     156.42   (feet)  ADJUSTED  
 EH0660  ___________________________________________________________________
 EH0660  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0660  DYNAMIC HT  -          47.630 (meters)     156.27  (feet)  COMP
 EH0660  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 EH0660
 EH0660  VERT ORDER  -  SECOND    CLASS II
 EH0660
 EH0660.The horizontal coordinates were scaled from a topographic map and have
 EH0660.an estimated accuracy of +/- 6 seconds.
 EH0660
 EH0660.The orthometric height was determined by differential leveling
 EH0660.and adjusted in June 1991.
 EH0660
 EH0660.The geoid height was determined by GEOID03.
 EH0660
 EH0660.The dynamic height is computed by dividing the NAVD 88
 EH0660.geopotential number by the normal gravity value computed on the
 EH0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0660.degrees latitude (g = 980.6199 gals.).
 EH0660
 EH0660.The modeled gravity was interpolated from observed gravity values.
 EH0660
 EH0660;                    North         East    Units  Estimated Accuracy
 EH0660;SPC MS W     -   502,110.      661,780.      MT  (+/- 180 meters Scaled)
 EH0660
 EH0660                          SUPERSEDED SURVEY CONTROL
 EH0660
 EH0660  NGVD 29 (??/??/??)   47.747  (m)          156.65   (f) ADJUSTED    2 2
 EH0660
 EH0660.Superseded values are not recommended for survey control.
 EH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0660.See file dsdata.txt to determine how the superseded data were derived.
 EH0660
 EH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT079675(NAD 83)
 EH0660_MARKER: DB = BENCH MARK DISK
 EH0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0660_STAMPING: BM 61-207 1974
 EH0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0660+STABILITY: SURFACE MOTION
 EH0660
 EH0660  HISTORY     - Date     Condition        Report By
 EH0660  HISTORY     - 1974     MONUMENTED       MSHD
 EH0660  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH0660
 EH0660                          STATION DESCRIPTION
 EH0660
 EH0660'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0660'1 MI S FROM DUNCAN.
 EH0660'THE MARK IS LOCATED 1 MILE SOUTH OF DUNCAN IN THE NORTH ANGLE OF A
 EH0660'CROSSROAD AND A ROAD LEADING EAST 5.6 MILES NORTH-NORTHEAST OF SHELBY,
 EH0660'1.5 MILES NORTH OF THE COMMUNITY OF HUSHPUCKENA IN THE NORTHWEST
 EH0660'CORNER OF SECTION 20, T 25N, R 5W.  IT IS 84 FEET WEST OF THE CENTER
 EH0660'OF HIGHAY 61, 28 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 231 FEET
 EH0660'NORTHWEST OF THE CENTER OF THE INTERSECTION OF ROADS AND U.S. HIGHWAY
 EH0660'61, 2 FEET NORTH-NORTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL
 EH0660'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 EH0660'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 EH0660'FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST
 EH0660'EDGE OF DUNCAN GO SOUTH OF U.S. HIGHWAY 61 FOR 1.1 MILES TO THE MARK
 EH0660'ON THE RIGHT JUST BEFORE REACHING A CROSSROAD.
 EH0660
 EH0660                          STATION RECOVERY (2003)
 EH0660
 EH0660'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0660'SUSPECTED DESTROYED DUE TO NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0661 ***********************************************************************
 EH0661  DESIGNATION -  61 V 208
 EH0661  PID         -  EH0661
 EH0661  STATE/COUNTY-  MS/BOLIVAR
 EH0661  USGS QUAD   -  DUNCAN (1967)
 EH0661
 EH0661                         *CURRENT SURVEY CONTROL
 EH0661  ___________________________________________________________________
 EH0661* NAD 83(1986)-  34 02 33.     (N)    090 44 28.     (W)     SCALED    
 EH0661* NAVD 88     -        47.828  (meters)     156.92   (feet)  ADJUSTED  
 EH0661  ___________________________________________________________________
 EH0661  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0661  DYNAMIC HT  -          47.780 (meters)     156.76  (feet)  COMP
 EH0661  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 EH0661
 EH0661  VERT ORDER  -  SECOND    CLASS II
 EH0661
 EH0661.The horizontal coordinates were scaled from a topographic map and have
 EH0661.an estimated accuracy of +/- 6 seconds.
 EH0661
 EH0661.The orthometric height was determined by differential leveling
 EH0661.and adjusted in June 1991.
 EH0661
 EH0661.The geoid height was determined by GEOID03.
 EH0661
 EH0661.The dynamic height is computed by dividing the NAVD 88
 EH0661.geopotential number by the normal gravity value computed on the
 EH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0661.degrees latitude (g = 980.6199 gals.).
 EH0661
 EH0661.The modeled gravity was interpolated from observed gravity values.
 EH0661
 EH0661;                    North         East    Units  Estimated Accuracy
 EH0661;SPC MS W     -   503,740.      662,350.      MT  (+/- 180 meters Scaled)
 EH0661
 EH0661                          SUPERSEDED SURVEY CONTROL
 EH0661
 EH0661  NGVD 29 (??/??/??)   47.893  (m)          157.13   (f) ADJUSTED    2 2
 EH0661
 EH0661.Superseded values are not recommended for survey control.
 EH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0661.See file dsdata.txt to determine how the superseded data were derived.
 EH0661
 EH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT085691(NAD 83)
 EH0661_MARKER: DD = SURVEY DISK
 EH0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0661_STAMPING: BM 61V 208 1974
 EH0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0661+STABILITY: SURFACE MOTION
 EH0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0661+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0661
 EH0661  HISTORY     - Date     Condition        Report By
 EH0661  HISTORY     - 1974     MONUMENTED       MSHD
 EH0661  HISTORY     - 20030611 GOOD             USACE
 EH0661
 EH0661                          STATION DESCRIPTION
 EH0661
 EH0661'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0661'0.2 MI E FROM DUNCAN.
 EH0661'THE MARK IS LOCATED ABOUT 0.2 MILES EAST OF THE CENTER OF DUNCAN AT
 EH0661'THE NORTHWEST CORNER OF THE GYMNASIUM OF AN ABANDONED SCHOOL THAT IS
 EH0661'NOW IN THE PROCESS OF BEING CONVERTED TO THE OAK GROVE RETIREMENT HOME
 EH0661'IN THE NORTHWEST 1/4 OF SECTION 17, T 25N, R 5W.  IT IS 33 FEET SOUTH
 EH0661'OF THE CENTER OF A BLACK TOP ROAD, 102 FEET NORTHEAST OF THE NORTHEAST
 EH0661'CORNER OF THE ABANDONED BRICK SCHOOL, 57 FEET SOUTH OF A POWER POLE
 EH0661'WITH A GUY WIRE AND A TRANSFORMER, 7.5 FEET SOUTHEAST OF A POLE WITH A
 EH0661'LIGHT ON IT, 1.5 FEET WEST OF THE NORTHWEST CORNER OF THE GYMNASIUM, 1
 EH0661'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 EH0661'POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 1 INCH. TO REACH FROM THE
 EH0661'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AND A BLACK TOP ROAD
 EH0661'LEADING WEST AT THE EAST EDGE OF DUNCAN GO WEST ON THE BLACK TOP ROAD
 EH0661'FOR 0.1 MILE TO THE ABANDONED SCHOOL AND THE MARK ON THE LEFT. NOTE--
 EH0661'THE GYMNASIUM WILL PROBABLY BE TORN DOWN SOON.
 EH0661
 EH0661                          STATION RECOVERY (2003)
 EH0661
 EH0661'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8595 ***********************************************************************
 DJ8595  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8595  DESIGNATION -  61 V 208X
 DJ8595  PID         -  DJ8595
 DJ8595  STATE/COUNTY-  MS/BOLIVAR
 DJ8595  USGS QUAD   -  DUNCAN (1967)
 DJ8595
 DJ8595                         *CURRENT SURVEY CONTROL
 DJ8595  ___________________________________________________________________
 DJ8595* NAD 83(2007)-  34 02 34.15918(N)    090 44 32.05160(W)     ADJUSTED  
 DJ8595* NAVD 88     -        47.79   (meters)     156.8    (feet)  GPS OBS   
 DJ8595  ___________________________________________________________________
 DJ8595  EPOCH DATE  -        2002.00
 DJ8595  X           -     -68,535.250 (meters)                     COMP
 DJ8595  Y           -  -5,290,174.495 (meters)                     COMP
 DJ8595  Z           -   3,550,395.393 (meters)                     COMP
 DJ8595  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DJ8595  ELLIP HEIGHT-          21.344 (meters)          (02/15/08) ADJUSTED
 DJ8595  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ8595  HORZ ORDER  -  FIRST
 DJ8595  ELLP ORDER  -  FOURTH    CLASS II
 DJ8595
 DJ8595.The horizontal coordinates were established by GPS observations
 DJ8595.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8595
 DJ8595.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8595.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8595.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8595.The epoch date for horizontal control is a decimal equivalence
 DJ8595.of Year/Month/Day.
 DJ8595
 DJ8595.The orthometric height was determined by GPS observations and a
 DJ8595.high-resolution geoid model.
 DJ8595.The orthometric height was determined by GPS observations and a
 DJ8595.high-resolution geoid model using precise GPS observation and
 DJ8595.processing techniques.
 DJ8595
 DJ8595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8595
 DJ8595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8595
 DJ8595.The ellipsoidal height was determined by GPS observations
 DJ8595.and is referenced to NAD 83.
 DJ8595
 DJ8595.The geoid height was determined by GEOID03.
 DJ8595
 DJ8595;                    North         East     Units Scale Factor Converg.
 DJ8595;SPC MS W     -   503,772.336   662,244.297   MT  0.99996757   -0 13 44.1
 DJ8595;SPC MS W     - 1,652,793.07  2,172,713.16   sFT  0.99996757   -0 13 44.1
 DJ8595;UTM  15      - 3,769,203.506   708,415.172   MT  1.00013548   +1 15 51.8
 DJ8595
 DJ8595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8595!SPC MS W     -   0.99999665  x   0.99996757  =   0.99996422
 DJ8595!UTM  15      -   0.99999665  x   1.00013548  =   1.00013213
 DJ8595
 DJ8595                          SUPERSEDED SURVEY CONTROL
 DJ8595
 DJ8595.No superseded survey control is available for this station.
 DJ8595
 DJ8595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0841569204(NAD 83)
 DJ8595_MARKER: I = METAL ROD
 DJ8595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8595+WITH SETTING: INFORMATION.
 DJ8595_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8595_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8595+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DJ8595_ROD/PIPE-DEPTH:  0.6 meters
 DJ8595
 DJ8595  HISTORY     - Date     Condition        Report By
 DJ8595  HISTORY     - 20070210 MONUMENTED       EMCINC
 DJ8595
 DJ8595                          STATION DESCRIPTION
 DJ8595
 DJ8595'DESCRIBED BY EMC INCORPORATED 2007
 DJ8595'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S.
 DJ8595'HIGHWAY 61 AND A BLACK TOP ROAD LEADING WEST AT THE EAST EDGE OF
 DJ8595'DUNCAN GO WEST ON THE BLACK TOP ROAD FOR 200 FT (61.0 M) TO PECAN
 DJ8595'STREET, TURN LEFT ON PECAN STREET AND PROCEED WEST FOR 0.1 MI (0.2 KM)
 DJ8595'AND MARK ON RIGHT. MARK IS ON NORTH SIDE OF PECAN STREET IN FRONT OF
 DJ8595'OAK GROVE RETIREMENT HOME WITH A TAG STAMPED IR 61V208 X. SET 1/2 IN
 DJ8595'IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE. LOCATED 17.0 FT (5.2
 DJ8595'M) AT 0 DEG FROM CENTERLINE PECAN STREET, 91.9 FT (28.0 M) AT 266 DEG
 DJ8595'FROM POWER POLE, 167.0 FT (50.9 M) AT 92 DEG FROM POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0662 ***********************************************************************
 EH0662  DESIGNATION -  61 V 209
 EH0662  PID         -  EH0662
 EH0662  STATE/COUNTY-  MS/BOLIVAR
 EH0662  USGS QUAD   -  DUNCAN (1967)
 EH0662
 EH0662                         *CURRENT SURVEY CONTROL
 EH0662  ___________________________________________________________________
 EH0662* NAD 83(1986)-  34 03 09.     (N)    090 44 02.     (W)     SCALED    
 EH0662* NAVD 88     -        47.371  (meters)     155.42   (feet)  ADJUSTED  
 EH0662  ___________________________________________________________________
 EH0662  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0662  DYNAMIC HT  -          47.324 (meters)     155.26  (feet)  COMP
 EH0662  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EH0662
 EH0662  VERT ORDER  -  SECOND    CLASS II
 EH0662
 EH0662.The horizontal coordinates were scaled from a topographic map and have
 EH0662.an estimated accuracy of +/- 6 seconds.
 EH0662
 EH0662.The orthometric height was determined by differential leveling
 EH0662.and adjusted in June 1991.
 EH0662
 EH0662.The geoid height was determined by GEOID03.
 EH0662
 EH0662.The dynamic height is computed by dividing the NAVD 88
 EH0662.geopotential number by the normal gravity value computed on the
 EH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0662.degrees latitude (g = 980.6199 gals.).
 EH0662
 EH0662.The modeled gravity was interpolated from observed gravity values.
 EH0662
 EH0662;                    North         East    Units  Estimated Accuracy
 EH0662;SPC MS W     -   504,840.      663,020.      MT  (+/- 180 meters Scaled)
 EH0662
 EH0662                          SUPERSEDED SURVEY CONTROL
 EH0662
 EH0662  NGVD 29 (??/??/??)   47.432  (m)          155.62   (f) ADJUSTED    2 2
 EH0662
 EH0662.Superseded values are not recommended for survey control.
 EH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0662.See file dsdata.txt to determine how the superseded data were derived.
 EH0662
 EH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT091702(NAD 83)
 EH0662_MARKER: DD = SURVEY DISK
 EH0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0662_SP_SET: CULVERT
 EH0662_STAMPING: BM 61V 209 1974
 EH0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0662
 EH0662  HISTORY     - Date     Condition        Report By
 EH0662  HISTORY     - 1974     MONUMENTED       MSHD
 EH0662  HISTORY     - 20030611 POOR             USACE
 EH0662
 EH0662                          STATION DESCRIPTION
 EH0662
 EH0662'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0662'0.9 MI NE FROM DUNCAN.
 EH0662'THE MARK IS LOCATED 0.9 MILE NORTHEAST OF DUNCAN IN THE SOUTH END OF
 EH0662'THE WEST HEADWALL 3 X 3 FOOT BOX CULVERT, 2.7 MILES SOUTHWEST OF
 EH0662'ALLIGATOR IN THE SOUTHEAST 1/4 OF SECTION 6, T 25N, R 5W.  IT IS 31
 EH0662'FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY 61, 85 FEET WEST OF A
 EH0662'POWER POLE, 83.5 FEET NORTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 1
 EH0662'FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH
 EH0662'END OF THE WEST HEADWALL OF A 3 X 3 FOOT CONCRETE BOX CULVERT AND IS
 EH0662'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 EH0662'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF
 EH0662'DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 0.8 MILE TO THE CULVERT AND THE
 EH0662'MARK ON THE LEFT.
 EH0662
 EH0662                          STATION RECOVERY (2003)
 EH0662
 EH0662'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0662'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1076 ***********************************************************************
 BW1076  DESIGNATION -  61 V 21
 BW1076  PID         -  BW1076
 BW1076  STATE/COUNTY-  MS/WILKINSON
 BW1076  USGS QUAD   -  LANEHEART (1988)
 BW1076
 BW1076                         *CURRENT SURVEY CONTROL
 BW1076  ___________________________________________________________________
 BW1076* NAD 83(1986)-  31 14 16.     (N)    091 18 26.     (W)     SCALED    
 BW1076* NAVD 88     -        37.42   (+/-2cm)     122.8    (feet)  VERTCON   
 BW1076  ___________________________________________________________________
 BW1076  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BW1076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1076
 BW1076.The horizontal coordinates were scaled from a topographic map and have
 BW1076.an estimated accuracy of +/- 6 seconds.
 BW1076
 BW1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1076.The vertical order pertains to the NGVD 29 superseded value.
 BW1076
 BW1076.The geoid height was determined by GEOID03.
 BW1076
 BW1076;                    North         East    Units  Estimated Accuracy
 BW1076;SPC MS W     -   193,050.      607,220.      MT  (+/- 180 meters Scaled)
 BW1076
 BW1076                          SUPERSEDED SURVEY CONTROL
 BW1076
 BW1076  NGVD 29 (??/??/92)   37.405  (m)          122.72   (f) ADJ UNCH    2 0
 BW1076
 BW1076.Superseded values are not recommended for survey control.
 BW1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1076.See file dsdata.txt to determine how the superseded data were derived.
 BW1076
 BW1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ612571(NAD 83)
 BW1076_MARKER: DD = SURVEY DISK
 BW1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1076_STAMPING: BM 61V-21 1969
 BW1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1076+STABILITY: SURFACE MOTION
 BW1076
 BW1076  HISTORY     - Date     Condition        Report By
 BW1076  HISTORY     - 1969     MONUMENTED       MSHD
 BW1076
 BW1076                          STATION DESCRIPTION
 BW1076
 BW1076'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1076'9.2 MI N FROM WOODVILLE.
 BW1076'THE MARK IS LOCATED 9.2 MILES NORTH OF WOODVILLE IN A PASTURE NEAR A
 BW1076'UTILITY POLE ABOUT 50 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY OF
 BW1076'U.S. HIGHWAY 61.  IT IS 131 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 BW1076'61, 29 FEET NORTH OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTHEAST OF A
 BW1076'UTILITY POLE WITH A TRANSFORMER AND GUY WIRE, 50 FEET NORTHEAST OF THE
 BW1076'NORTH GATE POST FOR AN IRON GATE, 2 FEET NORTHWEST OF A METAL WITNESS
 BW1076'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH
 BW1076'THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE WILKINSON
 BW1076'COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY
 BW1076'24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT
 BW1076'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 10 MILES TO A SIDE ROAD
 BW1076'RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.4 MILE TO A TRACK ROAD
 BW1076'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0663 ***********************************************************************
 EH0663  DESIGNATION -  61 V 210
 EH0663  PID         -  EH0663
 EH0663  STATE/COUNTY-  MS/BOLIVAR
 EH0663  USGS QUAD   -  DUNCAN (1967)
 EH0663
 EH0663                         *CURRENT SURVEY CONTROL
 EH0663  ___________________________________________________________________
 EH0663* NAD 83(1986)-  34 03 52.     (N)    090 43 31.     (W)     SCALED    
 EH0663* NAVD 88     -        48.135  (meters)     157.92   (feet)  ADJUSTED  
 EH0663  ___________________________________________________________________
 EH0663  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0663  DYNAMIC HT  -          48.087 (meters)     157.77  (feet)  COMP
 EH0663  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EH0663
 EH0663  VERT ORDER  -  SECOND    CLASS II
 EH0663
 EH0663.The horizontal coordinates were scaled from a topographic map and have
 EH0663.an estimated accuracy of +/- 6 seconds.
 EH0663
 EH0663.The orthometric height was determined by differential leveling
 EH0663.and adjusted in June 1991.
 EH0663
 EH0663.The geoid height was determined by GEOID03.
 EH0663
 EH0663.The dynamic height is computed by dividing the NAVD 88
 EH0663.geopotential number by the normal gravity value computed on the
 EH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0663.degrees latitude (g = 980.6199 gals.).
 EH0663
 EH0663.The modeled gravity was interpolated from observed gravity values.
 EH0663
 EH0663;                    North         East    Units  Estimated Accuracy
 EH0663;SPC MS W     -   506,170.      663,820.      MT  (+/- 180 meters Scaled)
 EH0663
 EH0663                          SUPERSEDED SURVEY CONTROL
 EH0663
 EH0663  NGVD 29 (??/??/??)   48.193  (m)          158.11   (f) ADJUSTED    2 2
 EH0663
 EH0663.Superseded values are not recommended for survey control.
 EH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0663.See file dsdata.txt to determine how the superseded data were derived.
 EH0663
 EH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT099716(NAD 83)
 EH0663_MARKER: DD = SURVEY DISK
 EH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0663_STAMPING: BM 61V 210 1974
 EH0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0663+STABILITY: SURFACE MOTION
 EH0663
 EH0663  HISTORY     - Date     Condition        Report By
 EH0663  HISTORY     - 1974     MONUMENTED       MSHD
 EH0663  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH0663
 EH0663                          STATION DESCRIPTION
 EH0663
 EH0663'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0663'1.75 MI NNE FROM DUNCAN.
 EH0663'THE MARK IS LOCATED 1.75 MILES NORTH-NORTHEAST OF DUNCAN AT THE
 EH0663'JUNCTION OF A GRAVELED ROAD LEADING NORTH TO ALLIGATOR WITH U.S.
 EH0663'HIGHWAY 61, 1.9 MILES SOUTH OF THE COMMUNITY OF ALLIGATOR IN THE
 EH0663'SOUTHWEST 1/4 OF SECTION 4, T 25N, R 5W.  IT IS 68.5 FEET
 EH0663'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 61, 42 FEET WEST OF THE CENTER
 EH0663'OF A GRAVELED ROAD, 26.5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 EH0663'SHED ON THE NORTH SIDE OF AN OPEN SHED, 60 FEET SOUTH OF A 12 INCH
 EH0663'PECAN, 8 FEET WEST OF POWER POLE NO. P9, 27.5 FEET SOUTH OF A FENCE
 EH0663'CORNER, 2 FEET EAST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 EH0663'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1/2 FOOT BELOW THE
 EH0663'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 EH0663'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF
 EH0663'DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 1.75 MILES TO AN ANGLING SIDE
 EH0663'ROAD AND THE MARK ON THE LEFT.
 EH0663
 EH0663                          STATION RECOVERY (2003)
 EH0663
 EH0663'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0663'HIGHWAY CONSTRUCTION IN AREA, ALL REFERENCES MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8594 ***********************************************************************
 DJ8594  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8594  DESIGNATION -  61 V 210X
 DJ8594  PID         -  DJ8594
 DJ8594  STATE/COUNTY-  MS/BOLIVAR
 DJ8594  USGS QUAD   -  DUNCAN (1967)
 DJ8594
 DJ8594                         *CURRENT SURVEY CONTROL
 DJ8594  ___________________________________________________________________
 DJ8594* NAD 83(2007)-  34 03 55.52658(N)    090 43 30.51040(W)     ADJUSTED  
 DJ8594* NAVD 88     -        47.99   (meters)     157.4    (feet)  GPS OBS   
 DJ8594  ___________________________________________________________________
 DJ8594  EPOCH DATE  -        2002.00
 DJ8594  X           -     -66,939.104 (meters)                     COMP
 DJ8594  Y           -  -5,288,791.072 (meters)                     COMP
 DJ8594  Z           -   3,552,472.667 (meters)                     COMP
 DJ8594  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DJ8594  ELLIP HEIGHT-          21.549 (meters)          (02/15/08) ADJUSTED
 DJ8594  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DJ8594  HORZ ORDER  -  FIRST
 DJ8594  ELLP ORDER  -  FOURTH    CLASS II
 DJ8594
 DJ8594.The horizontal coordinates were established by GPS observations
 DJ8594.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8594
 DJ8594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8594.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8594.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8594.The epoch date for horizontal control is a decimal equivalence
 DJ8594.of Year/Month/Day.
 DJ8594
 DJ8594.The orthometric height was determined by GPS observations and a
 DJ8594.high-resolution geoid model.
 DJ8594.The orthometric height was determined by GPS observations and a
 DJ8594.high-resolution geoid model using precise GPS observation and
 DJ8594.processing techniques.
 DJ8594
 DJ8594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8594
 DJ8594.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8594
 DJ8594.The ellipsoidal height was determined by GPS observations
 DJ8594.and is referenced to NAD 83.
 DJ8594
 DJ8594.The geoid height was determined by GEOID03.
 DJ8594
 DJ8594;                    North         East     Units Scale Factor Converg.
 DJ8594;SPC MS W     -   506,273.154   663,832.337   MT  0.99996612   -0 13 10.1
 DJ8594;SPC MS W     - 1,660,997.84  2,177,923.26   sFT  0.99996612   -0 13 10.1
 DJ8594;UTM  15      - 3,771,745.309   709,937.745   MT  1.00014333   +1 16 28.9
 DJ8594
 DJ8594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8594!SPC MS W     -   0.99999662  x   0.99996612  =   0.99996274
 DJ8594!UTM  15      -   0.99999662  x   1.00014333  =   1.00013995
 DJ8594
 DJ8594                          SUPERSEDED SURVEY CONTROL
 DJ8594
 DJ8594.No superseded survey control is available for this station.
 DJ8594
 DJ8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0993871745(NAD 83)
 DJ8594_MARKER: I = METAL ROD
 DJ8594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8594+WITH SETTING: INFORMATION.
 DJ8594_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8594_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8594+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DJ8594_ROD/PIPE-DEPTH:  0.6 meters
 DJ8594
 DJ8594  HISTORY     - Date     Condition        Report By
 DJ8594  HISTORY     - 20070210 MONUMENTED       EMCINC
 DJ8594
 DJ8594                          STATION DESCRIPTION
 DJ8594
 DJ8594'DESCRIBED BY EMC INCORPORATED 2007
 DJ8594'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT
 DJ8594'THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 1.8 MI (2.9
 DJ8594'KM) TO FRONT STREET AND MARK ON LEFT. SET 1/2 IN IRON ROD, 18 IN LONG,
 DJ8594'4 IN BELOW GROUND SURFACE. MARK IS ON WEST SIDE OF US HIGHWAY 61.
 DJ8594'LOCATED 61.8 FT (18.8 M) AT 290 DEG FROM CENTERLINE HIGHWAY 61 SOUTH
 DJ8594'BOUND, 114.0 FT (34.7 M) AT 207 DEG FROM CENTERLINE FRONT STREET,
 DJ8594'112.0 FT (34.1 M) AT 63 DEG FROM POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0664 ***********************************************************************
 EH0664  DESIGNATION -  61 V 211
 EH0664  PID         -  EH0664
 EH0664  STATE/COUNTY-  MS/BOLIVAR
 EH0664  USGS QUAD   -  DUNCAN (1967)
 EH0664
 EH0664                         *CURRENT SURVEY CONTROL
 EH0664  ___________________________________________________________________
 EH0664* NAD 83(1986)-  34 04 13.     (N)    090 43 17.     (W)     SCALED    
 EH0664* NAVD 88     -        48.166  (meters)     158.02   (feet)  ADJUSTED  
 EH0664  ___________________________________________________________________
 EH0664  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0664  DYNAMIC HT  -          48.118 (meters)     157.87  (feet)  COMP
 EH0664  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 EH0664
 EH0664  VERT ORDER  -  SECOND    CLASS II
 EH0664
 EH0664.The horizontal coordinates were scaled from a topographic map and have
 EH0664.an estimated accuracy of +/- 6 seconds.
 EH0664
 EH0664.The orthometric height was determined by differential leveling
 EH0664.and adjusted in June 1991.
 EH0664
 EH0664.The geoid height was determined by GEOID03.
 EH0664
 EH0664.The dynamic height is computed by dividing the NAVD 88
 EH0664.geopotential number by the normal gravity value computed on the
 EH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0664.degrees latitude (g = 980.6199 gals.).
 EH0664
 EH0664.The modeled gravity was interpolated from observed gravity values.
 EH0664
 EH0664;                    North         East    Units  Estimated Accuracy
 EH0664;SPC MS W     -   506,810.      664,180.      MT  (+/- 180 meters Scaled)
 EH0664
 EH0664                          SUPERSEDED SURVEY CONTROL
 EH0664
 EH0664  NGVD 29 (??/??/??)   48.221  (m)          158.21   (f) ADJUSTED    2 2
 EH0664
 EH0664.Superseded values are not recommended for survey control.
 EH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0664.See file dsdata.txt to determine how the superseded data were derived.
 EH0664
 EH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT102722(NAD 83)
 EH0664_MARKER: DD = SURVEY DISK
 EH0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0664_SP_SET: CULVERT
 EH0664_STAMPING: BM 61V 211 1974
 EH0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0664
 EH0664  HISTORY     - Date     Condition        Report By
 EH0664  HISTORY     - 1974     MONUMENTED       MSHD
 EH0664  HISTORY     - 20030611 POOR             USACE
 EH0664
 EH0664                          STATION DESCRIPTION
 EH0664
 EH0664'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0664'1.4 MI S FROM ALLIGATOR.
 EH0664'THE MARK IS LOCATED 2.3 MILES NORTHEAST OF DUNCAN IN THE WEST HEADWALL
 EH0664'OF A BOX CULVERT, 1.4 MILES SOUTH OF THE COMMUNITY OF ALLIGATOR IN THE
 EH0664'SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 4, T 25N, R 5W. IT IS
 EH0664'22.5 FEET WEST-NORTHWEST OF THE CENTER OF HIGHWAY 61, 94 FEET WEST OF
 EH0664'A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE
 EH0664'IN THE SOUTH END OF THE WEST HEADWALL OF A 4 X 2 FOOT CONCRETE BOX
 EH0664'CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. TO REACH
 EH0664'FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST
 EH0664'EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 1.75 MILES TO AN
 EH0664'ANGLING SIDE ROAD LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.45
 EH0664'MILES TO THE CULVERT AND THE MARK ON THE LEFT.
 EH0664
 EH0664                          STATION RECOVERY (2003)
 EH0664
 EH0664'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0664'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0665 ***********************************************************************
 EH0665  DESIGNATION -  61 V 212
 EH0665  PID         -  EH0665
 EH0665  STATE/COUNTY-  MS/BOLIVAR
 EH0665  USGS QUAD   -  DUNCAN (1967)
 EH0665
 EH0665                         *CURRENT SURVEY CONTROL
 EH0665  ___________________________________________________________________
 EH0665* NAD 83(1986)-  34 04 54.     (N)    090 42 49.     (W)     SCALED    
 EH0665* NAVD 88     -        48.219  (meters)     158.20   (feet)  ADJUSTED  
 EH0665  ___________________________________________________________________
 EH0665  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0665  DYNAMIC HT  -          48.171 (meters)     158.04  (feet)  COMP
 EH0665  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 EH0665
 EH0665  VERT ORDER  -  SECOND    CLASS II
 EH0665
 EH0665.The horizontal coordinates were scaled from a topographic map and have
 EH0665.an estimated accuracy of +/- 6 seconds.
 EH0665
 EH0665.The orthometric height was determined by differential leveling
 EH0665.and adjusted in June 1991.
 EH0665
 EH0665.The geoid height was determined by GEOID03.
 EH0665
 EH0665.The dynamic height is computed by dividing the NAVD 88
 EH0665.geopotential number by the normal gravity value computed on the
 EH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0665.degrees latitude (g = 980.6199 gals.).
 EH0665
 EH0665.The modeled gravity was interpolated from observed gravity values.
 EH0665
 EH0665;                    North         East    Units  Estimated Accuracy
 EH0665;SPC MS W     -   508,070.      664,900.      MT  (+/- 180 meters Scaled)
 EH0665
 EH0665                          SUPERSEDED SURVEY CONTROL
 EH0665
 EH0665  NGVD 29 (??/??/??)   48.271  (m)          158.37   (f) ADJUSTED    2 2
 EH0665
 EH0665.Superseded values are not recommended for survey control.
 EH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0665.See file dsdata.txt to determine how the superseded data were derived.
 EH0665
 EH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT109735(NAD 83)
 EH0665_MARKER: DD = SURVEY DISK
 EH0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0665_SP_SET: BRIDGE
 EH0665_STAMPING: BM 61V 212 1974
 EH0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0665
 EH0665  HISTORY     - Date     Condition        Report By
 EH0665  HISTORY     - 1974     MONUMENTED       MSHD
 EH0665  HISTORY     - 20030611 POOR             USACE
 EH0665
 EH0665                          STATION DESCRIPTION
 EH0665
 EH0665'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0665'0.6 MI SE FROM ALLIGATOR.
 EH0665'THE MARK IS LOCATED 0.6 MILE SOUTHEAST OF THE CENTER OF ALLIGATOR IN
 EH0665'THE BASE ON THE NORTH END OF THE WEST RAILING OF A 210 FOOT BRIDGE
 EH0665'OVER ALLIGATOR BAYOU, 3.3 MILES NORTH-NORTHEAST OF DUNCAN IN THE
 EH0665'NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 33, T 26N, R 5W.  IT IS
 EH0665'13 FEET WEST OF THE CENTER OF HIGHWAY 61, 66.5 FEET SOUTHEAST OF A
 EH0665'TELEPHONE CABLE POLE, 1.5 FEET EAST OF A METAL WITNESS POST SET IN A
 EH0665'DRILL HOLE IN THE BASE OF THE NORTH END OF THE WEST RAILING OF A
 EH0665'CONCRETE BRIDGE AND IS ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EH0665'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT
 EH0665'THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 3.15 MILES TO
 EH0665'THE BRIDGE AND THE MARK ON THE LEFT JUST BEYOND A CROSSROAD.
 EH0665
 EH0665                          STATION RECOVERY (2003)
 EH0665
 EH0665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0665'MARK DESTROYED, BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0666 ***********************************************************************
 EH0666  DESIGNATION -  61 V 213
 EH0666  PID         -  EH0666
 EH0666  STATE/COUNTY-  MS/BOLIVAR
 EH0666  USGS QUAD   -  DUNCAN (1967)
 EH0666
 EH0666                         *CURRENT SURVEY CONTROL
 EH0666  ___________________________________________________________________
 EH0666* NAD 83(1986)-  34 05 33.     (N)    090 42 24.     (W)     SCALED    
 EH0666* NAVD 88     -        48.279  (meters)     158.40   (feet)  ADJUSTED  
 EH0666  ___________________________________________________________________
 EH0666  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0666  DYNAMIC HT  -          48.231 (meters)     158.24  (feet)  COMP
 EH0666  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EH0666
 EH0666  VERT ORDER  -  SECOND    CLASS II
 EH0666
 EH0666.The horizontal coordinates were scaled from a topographic map and have
 EH0666.an estimated accuracy of +/- 6 seconds.
 EH0666
 EH0666.The orthometric height was determined by differential leveling
 EH0666.and adjusted in June 1991.
 EH0666
 EH0666.The geoid height was determined by GEOID03.
 EH0666
 EH0666.The dynamic height is computed by dividing the NAVD 88
 EH0666.geopotential number by the normal gravity value computed on the
 EH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0666.degrees latitude (g = 980.6199 gals.).
 EH0666
 EH0666.The modeled gravity was interpolated from observed gravity values.
 EH0666
 EH0666;                    North         East    Units  Estimated Accuracy
 EH0666;SPC MS W     -   509,270.      665,550.      MT  (+/- 180 meters Scaled)
 EH0666
 EH0666                          SUPERSEDED SURVEY CONTROL
 EH0666
 EH0666  NGVD 29 (??/??/??)   48.327  (m)          158.55   (f) ADJUSTED    2 2
 EH0666
 EH0666.Superseded values are not recommended for survey control.
 EH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0666.See file dsdata.txt to determine how the superseded data were derived.
 EH0666
 EH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT115747(NAD 83)
 EH0666_MARKER: DD = SURVEY DISK
 EH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0666_STAMPING: BM 61V 213 1974
 EH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0666+STABILITY: SURFACE MOTION
 EH0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0666+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0666
 EH0666  HISTORY     - Date     Condition        Report By
 EH0666  HISTORY     - 1974     MONUMENTED       MSHD
 EH0666  HISTORY     - 20030611 GOOD             USACE
 EH0666
 EH0666                          STATION DESCRIPTION
 EH0666
 EH0666'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0666'0.7 MI E FROM ALLIGATOR.
 EH0666'THE MARK IS LOCATED 0.7 MILE EAST OF ALLIGATOR NEAR THE SOUTHWEST
 EH0666'CORNER OF A SMALL METAL OFFICE BUILDING AT A SMALL DIRT AIRSTRIP, 4
 EH0666'MILES NORTHEAST OF DUNCAN, 3.5 MILES SOUTHWEST OF BOBO IN THE
 EH0666'SOUTHWEST 1/4 OF SECTION 27, T 26N, R 5W.  IT IS 233 FEET NORTHWEST OF
 EH0666'THE CENTER OF HIGHWAY 61, 126.5 FEET WEST-NORTHWEST OF THE SOUTHWEST
 EH0666'CORNER OF A CONCRETE APRON FOR PARKING PLANES WHILE BEING SERVICED, 65
 EH0666'FEET SOUTH OF A SMALL RADIO MAST, 19.5 FEET NORTH OF THE CENTER PIPE
 EH0666'OF A WATER WELL, 2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EH0666'SMALL METAL OFFICE BUILDING, 2 FEET SOUTH OF POLE NO. 3747 (POLE
 EH0666'SUPPORTS WIND SOCK) 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE
 EH0666'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 EH0666'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF
 EH0666'STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO
 EH0666'NORTH ON U.S. HIGHWAY 61 FOR 3.1 MILES TO A CROSSROAD. CONTINUE NORTH
 EH0666'ON U.S. HIGHWAY 61 FOR 0.85 MILE TO THE AIR FIELD AND THE MARK ON THE
 EH0666'LEFT.
 EH0666
 EH0666                          STATION RECOVERY (2003)
 EH0666
 EH0666'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0667 ***********************************************************************
 EH0667  DESIGNATION -  61 V 214
 EH0667  PID         -  EH0667
 EH0667  STATE/COUNTY-  MS/BOLIVAR
 EH0667  USGS QUAD   -  DUNCAN (1967)
 EH0667
 EH0667                         *CURRENT SURVEY CONTROL
 EH0667  ___________________________________________________________________
 EH0667* NAD 83(1986)-  34 06 49.     (N)    090 41 26.     (W)     SCALED    
 EH0667* NAVD 88     -        49.092  (meters)     161.06   (feet)  ADJUSTED  
 EH0667  ___________________________________________________________________
 EH0667  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0667  DYNAMIC HT  -          49.043 (meters)     160.90  (feet)  COMP
 EH0667  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EH0667
 EH0667  VERT ORDER  -  SECOND    CLASS II
 EH0667
 EH0667.The horizontal coordinates were scaled from a topographic map and have
 EH0667.an estimated accuracy of +/- 6 seconds.
 EH0667
 EH0667.The orthometric height was determined by differential leveling
 EH0667.and adjusted in June 1991.
 EH0667
 EH0667.The geoid height was determined by GEOID03.
 EH0667
 EH0667.The dynamic height is computed by dividing the NAVD 88
 EH0667.geopotential number by the normal gravity value computed on the
 EH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0667.degrees latitude (g = 980.6199 gals.).
 EH0667
 EH0667.The modeled gravity was interpolated from observed gravity values.
 EH0667
 EH0667;                    North         East    Units  Estimated Accuracy
 EH0667;SPC MS W     -   511,610.      667,040.      MT  (+/- 180 meters Scaled)
 EH0667
 EH0667                          SUPERSEDED SURVEY CONTROL
 EH0667
 EH0667  NGVD 29 (??/??/??)   49.135  (m)          161.20   (f) ADJUSTED    2 2
 EH0667
 EH0667.Superseded values are not recommended for survey control.
 EH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0667.See file dsdata.txt to determine how the superseded data were derived.
 EH0667
 EH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT130771(NAD 83)
 EH0667_MARKER: DD = SURVEY DISK
 EH0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0667_SP_SET: CULVERT
 EH0667_STAMPING: BM 61V 214 1974
 EH0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0667
 EH0667  HISTORY     - Date     Condition        Report By
 EH0667  HISTORY     - 1974     MONUMENTED       MSHD
 EH0667  HISTORY     - 20030611 POOR             USACE
 EH0667
 EH0667                          STATION DESCRIPTION
 EH0667
 EH0667'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0667'2.4 MI NE FROM ALLIGATOR.
 EH0667'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF ALLIGATOR IN THE NORTHWEST
 EH0667'HEADWALL OF A BOX CULVERT, 6 MILES NORTH OF DUNCAN, 9.5 MILES
 EH0667'SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS INTERSECTION WITH U.S.
 EH0667'HIGHWAY 49 IN CLARKSDALE, 0.4 MILE SOUTHWEST OF A CROSSROAD AT THE
 EH0667'BOLIVAR-COAHOMA COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION 23, T 26N,
 EH0667'R 5W.  IT IS 24 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 83 FEET
 EH0667'NORTH OF A POWER POLE, 131.5 FEET SOUTHWEST OF A 12 INCH PECAN, 27
 EH0667'FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE TO A FIELD, 1 FOOT
 EH0667'NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHWEST
 EH0667'END OF THE NORTHWEST HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT AND
 EH0667'IS ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 EH0667'JUNCTION OF STATE HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF
 EH0667'DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR 5.1 MILES TO A CROSSROAD.
 EH0667'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.8 MILE TO THE MARK ON THE
 EH0667'LEFT.
 EH0667
 EH0667                          STATION RECOVERY (2003)
 EH0667
 EH0667'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0667'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG6563 ***********************************************************************
 DG6563  DESIGNATION -  61 V 215 RESET
 DG6563  PID         -  DG6563
 DG6563  STATE/COUNTY-  MS/COAHOMA
 DG6563  USGS QUAD   -  DUNCAN (1967)
 DG6563
 DG6563                         *CURRENT SURVEY CONTROL
 DG6563  ___________________________________________________________________
 DG6563* NAD 83(1986)-  34 07 23.     (N)    090 40 36.     (W)     SCALED    
 DG6563* NAVD 88     -        49.41   (meters)     162.1    (feet)  RESET     
 DG6563  ___________________________________________________________________
 DG6563  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DG6563  VERT ORDER  -  THIRD
 DG6563
 DG6563.The horizontal coordinates were scaled from a topographic map and have
 DG6563.an estimated accuracy of +/- 6 seconds.
 DG6563
 DG6563.The orthometric height was computed from unverified reset data.
 DG6563.No vertical observational check was made to the station.
 DG6563
 DG6563.The geoid height was determined by GEOID03.
 DG6563
 DG6563;                    North         East    Units  Estimated Accuracy
 DG6563;SPC MS W     -   512,650.      668,330.      MT  (+/- 180 meters Scaled)
 DG6563
 DG6563                          SUPERSEDED SURVEY CONTROL
 DG6563
 DG6563.No superseded survey control is available for this station.
 DG6563
 DG6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT142782(NAD 83)
 DG6563_MARKER: DR = REFERENCE MARK DISK
 DG6563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG6563_SP_SET: GUTTER
 DG6563_STAMPING: 61 V 235 RESET 2004
 DG6563_MARK LOGO: NGS   
 DG6563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6563
 DG6563  HISTORY     - Date     Condition        Report By
 DG6563  HISTORY     - 2004     MONUMENTED       MSDOT
 DG6563
 DG6563                          STATION DESCRIPTION
 DG6563
 DG6563'DESCRIBED BY MS DEPT TRANS 2004 (HDL)
 DG6563'3.3 MIES NORTHEAST OF ALLIGATOR IN THE EASTERLY GUTTER LINE OF THE
 DG6563'SOUTH LEG OF A COUNTY ROAD CROSSING APPROXIMATELY 0.45 MI NORTHEAST
 DG6563'ALONG HIGHWAY 61 FROM THE BOLIVAR-COAHOMA COUNTY LINE AND APPROX. 8.74
 DG6563'MILES SOUTHWESTERLY ALONG HIGHWAY 61 FROM THE INTERSECTION OF THE
 DG6563'HIGHWAY 61 BYPASS AND HIGHWAY 49 ON THE SOUTHERLY SIDE OF CLARKSDALE,
 DG6563'IN THE SOUTHWEST QUARTER OF SECTION13, TOWNSHIP 26 NORTH, RANGE 5 WEST
 DG6563', COAHOMA COUNTY, 83 FEET SOUTHEAST OF CENTERLINE OF THE EASTBOUND
 DG6563'LANE OF HIGHWAY 61, 23 FEET NORTHEAST OF THE CENTERLINE OF A PAVED
 DG6563'COUNTY ROAD CONNECTION, 191 FEET SOUTHWESTERLY OF A POWERPOLE ON THE
 DG6563'SOUTHERLY RIGHT OF WAY OF HIGHWAY 61, AND 161 FEET NORTHWEST OF A
 DG6563'POWERPOLE ON THE EASTERN SIDE OF COUNTY ROAD LEADING SOUTH, IN THE
 DG6563'EASTERLY HUTTER LINE OF A COUNTY ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0669 ***********************************************************************
 EH0669  DESIGNATION -  61 V 216
 EH0669  PID         -  EH0669
 EH0669  STATE/COUNTY-  MS/COAHOMA
 EH0669  USGS QUAD   -  SHERARD (1967)
 EH0669
 EH0669                         *CURRENT SURVEY CONTROL
 EH0669  ___________________________________________________________________
 EH0669* NAD 83(1986)-  34 07 52.     (N)    090 39 56.     (W)     SCALED    
 EH0669* NAVD 88     -        48.428  (meters)     158.88   (feet)  ADJUSTED  
 EH0669  ___________________________________________________________________
 EH0669  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0669  DYNAMIC HT  -          48.381 (meters)     158.73  (feet)  COMP
 EH0669  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 EH0669
 EH0669  VERT ORDER  -  SECOND    CLASS II
 EH0669
 EH0669.The horizontal coordinates were scaled from a topographic map and have
 EH0669.an estimated accuracy of +/- 6 seconds.
 EH0669
 EH0669.The orthometric height was determined by differential leveling
 EH0669.and adjusted in June 1991.
 EH0669
 EH0669.The geoid height was determined by GEOID03.
 EH0669
 EH0669.The dynamic height is computed by dividing the NAVD 88
 EH0669.geopotential number by the normal gravity value computed on the
 EH0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0669.degrees latitude (g = 980.6199 gals.).
 EH0669
 EH0669.The modeled gravity was interpolated from observed gravity values.
 EH0669
 EH0669;                    North         East    Units  Estimated Accuracy
 EH0669;SPC MS W     -   513,540.      669,360.      MT  (+/- 180 meters Scaled)
 EH0669
 EH0669                          SUPERSEDED SURVEY CONTROL
 EH0669
 EH0669  NGVD 29 (??/??/??)   48.469  (m)          159.02   (f) ADJUSTED    2 2
 EH0669
 EH0669.Superseded values are not recommended for survey control.
 EH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0669.See file dsdata.txt to determine how the superseded data were derived.
 EH0669
 EH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT152791(NAD 83)
 EH0669_MARKER: DD = SURVEY DISK
 EH0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0669_SP_SET: CULVERT
 EH0669_STAMPING: BM 61V 216 1974
 EH0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0669
 EH0669  HISTORY     - Date     Condition        Report By
 EH0669  HISTORY     - 1974     MONUMENTED       MSHD
 EH0669  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0669
 EH0669                          STATION DESCRIPTION
 EH0669
 EH0669'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0669'4.1 MI NE FROM ALLIGATOR.
 EH0669'THE MARK IS LOCATED 4.1 MILES NORTHEAST OF ALLIGATOR IN THE NORTHWEST
 EH0669'HEADWALL OF A 6 X 3 FOOT BOX CULVERT, 7.4 MILES SOUTHWEST ALONG U.S.
 EH0669'HIGHWAY 61 FROM THE JUNCTION OF U.S. HIGHWAY 49 IN CLARKSDALE, 0.5
 EH0669'MILE EAST-SOUTHEAST OF THE COMMUNITY OF BOBO IN THE NORTHWEST 1/4 OF
 EH0669'THE NORTHEAST 1/4 OF SECTION 13, T 26N, R 5W.  IT IS 18.5 FEET
 EH0669'NORTHWEST OF THE CENTER OF HIGHWAY 61, 30 FEET NORTHEAST OF THE CENTER
 EH0669'OF A FIELD ROAD, 122.5 FEET WEST OF A POWER POLE, 1 FOOT NORTHEAST OF
 EH0669'A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 EH0669'NORTHWEST HEADWALL OF A 6 X 3 FOOT CONCRETE BOX CULVERT AND IS ABOUT 3
 EH0669'FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF
 EH0669'U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE GO SOUTHWEST ON U.S.
 EH0669'HIGHWAY 61 FOR 1.75 MILES TO THE JUNCTION OF STATE HIGHWAY 322.
 EH0669'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 5.5 MILES TO A CROSSROAD AND
 EH0669'A MICRO WAVE TOWER ABOUT 150 YARDS ON THE LEFT. CONTINUE SOUTHWEST ON
 EH0669'U.S. HIGHWAY 61 FOR 0.3 MILE TO THE CULVERT AND THE MARK ON THE RIGHT.
 EH0669
 EH0669                          STATION RECOVERY (2003)
 EH0669
 EH0669'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0669'CULVERT NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0670 ***********************************************************************
 EH0670  DESIGNATION -  61 V 217
 EH0670  PID         -  EH0670
 EH0670  STATE/COUNTY-  MS/COAHOMA
 EH0670  USGS QUAD   -  SHERARD (1967)
 EH0670
 EH0670                         *CURRENT SURVEY CONTROL
 EH0670  ___________________________________________________________________
 EH0670* NAD 83(1986)-  34 08 27.     (N)    090 39 05.     (W)     SCALED    
 EH0670* NAVD 88     -        49.229  (meters)     161.51   (feet)  ADJUSTED  
 EH0670  ___________________________________________________________________
 EH0670  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0670  DYNAMIC HT  -          49.181 (meters)     161.35  (feet)  COMP
 EH0670  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 EH0670
 EH0670  VERT ORDER  -  SECOND    CLASS II
 EH0670
 EH0670.The horizontal coordinates were scaled from a topographic map and have
 EH0670.an estimated accuracy of +/- 6 seconds.
 EH0670
 EH0670.The orthometric height was determined by differential leveling
 EH0670.and adjusted in June 1991.
 EH0670
 EH0670.The geoid height was determined by GEOID03.
 EH0670
 EH0670.The dynamic height is computed by dividing the NAVD 88
 EH0670.geopotential number by the normal gravity value computed on the
 EH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0670.degrees latitude (g = 980.6199 gals.).
 EH0670
 EH0670.The modeled gravity was interpolated from observed gravity values.
 EH0670
 EH0670;                    North         East    Units  Estimated Accuracy
 EH0670;SPC MS W     -   514,610.      670,670.      MT  (+/- 180 meters Scaled)
 EH0670
 EH0670                          SUPERSEDED SURVEY CONTROL
 EH0670
 EH0670  NGVD 29 (??/??/??)   49.268  (m)          161.64   (f) ADJUSTED    2 2
 EH0670
 EH0670.Superseded values are not recommended for survey control.
 EH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0670.See file dsdata.txt to determine how the superseded data were derived.
 EH0670
 EH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT165802(NAD 83)
 EH0670_MARKER: DD = SURVEY DISK
 EH0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0670_SP_SET: ABUTMENT
 EH0670_STAMPING: BM 61V 217 1974
 EH0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0670
 EH0670  HISTORY     - Date     Condition        Report By
 EH0670  HISTORY     - 1974     MONUMENTED       MSHD
 EH0670  HISTORY     - 20030623 POOR             USACE
 EH0670
 EH0670                          STATION DESCRIPTION
 EH0670
 EH0670'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0670'5.4 MI NE FROM ALLIGATOR.
 EH0670'THE MARK IS LOCATED 5.4 MILES NORTHEAST OF ALLIGATOR IN THE SOUTHEAST
 EH0670'END OF THE NORTHEAST ABUTMENT OF A 150 FOOT CONCRETE BRIDGE, 6.35
 EH0670'MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61
 EH0670'IN CLARKSDALE, 1.6 MILES EAST-NORTHEAST OF THE COMMUNITY OF BOBO AND
 EH0670'IS NEAR THE CENTER OF SECTION 7, T 26N, R 4W.  IT IS 15.5 FEET
 EH0670'SOUTHEAST OF THE CENTER OF HIGHWAY 61, 117.5 FEET SOUTH-SOUTHWEST OF
 EH0670'POWER POLE NO. 33A, 57 FEET WEST-SOUTHWEST OF A POWER POLE, 1 FOOT
 EH0670'SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHEAST
 EH0670'END OF THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL
 EH0670'WITH THE HIGHAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH0670'U.S. HIGHWAY 61 IN CLARKSDALE GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.7
 EH0670'MILES TO THE JUNCTION OF STATE HIGHWAY 322. CONTINUE SOUTHWEST ON U.S.
 EH0670'HIGHWAY 61 FOR 3.7 MILES TO THE ENTRANCE TO THE TEXAS GAS TRANS. CO.
 EH0670'ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.05 MILES TO
 EH0670'THE BRIDGE AND THE MARK ON THE LEFT.
 EH0670
 EH0670                          STATION RECOVERY (2003)
 EH0670
 EH0670'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0670'MARK DESTROYED. BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0671 ***********************************************************************
 EH0671  DESIGNATION -  61 V 218
 EH0671  PID         -  EH0671
 EH0671  STATE/COUNTY-  MS/COAHOMA
 EH0671  USGS QUAD   -  SHERARD (1967)
 EH0671
 EH0671                         *CURRENT SURVEY CONTROL
 EH0671  ___________________________________________________________________
 EH0671* NAD 83(1986)-  34 09 26.     (N)    090 37 44.     (W)     SCALED    
 EH0671* NAVD 88     -        47.418  (meters)     155.57   (feet)  ADJUSTED  
 EH0671  ___________________________________________________________________
 EH0671  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0671  DYNAMIC HT  -          47.371 (meters)     155.42  (feet)  COMP
 EH0671  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EH0671
 EH0671  VERT ORDER  -  SECOND    CLASS II
 EH0671
 EH0671.The horizontal coordinates were scaled from a topographic map and have
 EH0671.an estimated accuracy of +/- 6 seconds.
 EH0671
 EH0671.The orthometric height was determined by differential leveling
 EH0671.and adjusted in June 1991.
 EH0671
 EH0671.The geoid height was determined by GEOID03.
 EH0671
 EH0671.The dynamic height is computed by dividing the NAVD 88
 EH0671.geopotential number by the normal gravity value computed on the
 EH0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0671.degrees latitude (g = 980.6199 gals.).
 EH0671
 EH0671.The modeled gravity was interpolated from observed gravity values.
 EH0671
 EH0671;                    North         East    Units  Estimated Accuracy
 EH0671;SPC MS W     -   516,430.      672,750.      MT  (+/- 180 meters Scaled)
 EH0671
 EH0671                          SUPERSEDED SURVEY CONTROL
 EH0671
 EH0671  NGVD 29 (??/??/??)   47.462  (m)          155.71   (f) ADJUSTED    2 2
 EH0671
 EH0671.Superseded values are not recommended for survey control.
 EH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0671.See file dsdata.txt to determine how the superseded data were derived.
 EH0671
 EH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT185821(NAD 83)
 EH0671_MARKER: DD = SURVEY DISK
 EH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0671_STAMPING: BM 61V 218 1974
 EH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0671+STABILITY: SURFACE MOTION
 EH0671
 EH0671  HISTORY     - Date     Condition        Report By
 EH0671  HISTORY     - 1974     MONUMENTED       MSHD
 EH0671  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0671
 EH0671                          STATION DESCRIPTION
 EH0671
 EH0671'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0671'4.7 MI SW FROM CLARKSDALE.
 EH0671'THE MARK IS LOCATED 4.7 MILES SOUTHWEST OF THE JUNCTION OF U.S.
 EH0671'HIGHWAY 49 AND U.S. HIGHWAY 61 ON THE NORTHWEST ROW OF U.S. HIGHWAY
 EH0671'61, 1.4 MILES SOUTH OF THE COMMUNITY OF BEVERLY DAVENPORT, 0.75 MILE
 EH0671'NORTHEAST OF THE ENTRANCE TO THE TEXAS GAS CO. IN THE NORTHEAST 1/4 OF
 EH0671'SECTION 5, T 26N, R 4W.  IT IS 42.5 FEET NORTHWEST OF THE CENTER OF
 EH0671'HIGHWAY 61, 43 FEET NORTHEAST OF A 36 INCH OAK, 38.5 FEET SOUTHWEST OF
 EH0671'A 24 INCH OAK, ABOUT 363 FEET SOUTHWEST OF THE SOUTHWEST ONE OF TWO 36
 EH0671'INCH METAL CULVERTS UNDER THE HIGHWAY, 1.5 FEET NORTH-NORTHEAST OF A
 EH0671'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 1/2
 EH0671'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH
 EH0671'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE
 EH0671'GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE
 EH0671'HIGHWAY 322.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 3 MILES TO THE
 EH0671'MARK ON THE RIGHT (0.1 MILE BEYOND A SIDE ROAD LEFT).
 EH0671
 EH0671                          STATION RECOVERY (2003)
 EH0671
 EH0671'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0672 ***********************************************************************
 EH0672  DESIGNATION -  61 V 219
 EH0672  PID         -  EH0672
 EH0672  STATE/COUNTY-  MS/COAHOMA
 EH0672  USGS QUAD   -  CLARKSDALE (1967)
 EH0672
 EH0672                         *CURRENT SURVEY CONTROL
 EH0672  ___________________________________________________________________
 EH0672* NAD 83(1986)-  34 09 50.     (N)    090 37 11.     (W)     SCALED    
 EH0672* NAVD 88     -        48.965  (meters)     160.65   (feet)  ADJUSTED  
 EH0672  ___________________________________________________________________
 EH0672  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH0672  DYNAMIC HT  -          48.916 (meters)     160.49  (feet)  COMP
 EH0672  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 EH0672
 EH0672  VERT ORDER  -  SECOND    CLASS II
 EH0672
 EH0672.The horizontal coordinates were scaled from a topographic map and have
 EH0672.an estimated accuracy of +/- 6 seconds.
 EH0672
 EH0672.The orthometric height was determined by differential leveling
 EH0672.and adjusted in June 1991.
 EH0672
 EH0672.The geoid height was determined by GEOID03.
 EH0672
 EH0672.The dynamic height is computed by dividing the NAVD 88
 EH0672.geopotential number by the normal gravity value computed on the
 EH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0672.degrees latitude (g = 980.6199 gals.).
 EH0672
 EH0672.The modeled gravity was interpolated from observed gravity values.
 EH0672
 EH0672;                    North         East    Units  Estimated Accuracy
 EH0672;SPC MS W     -   517,160.      673,590.      MT  (+/- 180 meters Scaled)
 EH0672
 EH0672                          SUPERSEDED SURVEY CONTROL
 EH0672
 EH0672  NGVD 29 (??/??/??)   49.008  (m)          160.79   (f) ADJUSTED    2 2
 EH0672
 EH0672.Superseded values are not recommended for survey control.
 EH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0672.See file dsdata.txt to determine how the superseded data were derived.
 EH0672
 EH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT194828(NAD 83)
 EH0672_MARKER: DD = SURVEY DISK
 EH0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0672_STAMPING: BM 61V 219 1974
 EH0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0672+STABILITY: SURFACE MOTION
 EH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0672+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0672
 EH0672  HISTORY     - Date     Condition        Report By
 EH0672  HISTORY     - 1974     MONUMENTED       MSHD
 EH0672  HISTORY     - 20030623 GOOD             USACE
 EH0672
 EH0672                          STATION DESCRIPTION
 EH0672
 EH0672'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0672'3.9 MI SW FROM CLARKSDALE.
 EH0672'THE MARK IS LOCATED 3.9 MILES SOUTHWEST OF THE JUNCTION OF U.S.
 EH0672'HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE NEAR THE NORTHWEST CORNER
 EH0672'OF A SMALL HANGER AT A SMALL AIRSTRIP OPERATED BY REITZ INC., 1.2
 EH0672'MILES SOUTHEAST OF THE COMMUNITY OF BEVERLY DAVENPORT IN THE SOUTHWEST
 EH0672'1/4 OF SECTION 33, T 27N, R 4W.  IT IS 367 FEET NORTHWEST OF THE
 EH0672'CENTER OF HIGHWAY 61, 17 FEET EAST OF THE CENTER OF A NARROW GRAVELED
 EH0672'ROAD, 55.5 FEET SOUTH OF A POLE WITH A LAMP ON IT, 2.5 FEET NORTH OF
 EH0672'THE NORTHWEST CORNER OF A SMALL HANGER, 1.5 FEET SOUTH OF A METAL
 EH0672'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 EH0672'THE ROAD AND PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF U.S.
 EH0672'HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE GO SOUTHWEST ON U.S.
 EH0672'HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 322.
 EH0672'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 2.25 MILES TO TRINITY
 EH0672'BAPTIST CHURCH ON THE LEFT AND A GRAVELED ROAD ON THE WEST SIDE OF A
 EH0672'SMALL AIRSTRIP ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A NARROW
 EH0672'GRAVELED ROAD FOR ABOUT 150 YARDS TO THE MARK ON THE RIGHT.
 EH0672
 EH0672                          STATION RECOVERY (2003)
 EH0672
 EH0672'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1077 ***********************************************************************
 BW1077  DESIGNATION -  61 V 22
 BW1077  PID         -  BW1077
 BW1077  STATE/COUNTY-  MS/WILKINSON
 BW1077  USGS QUAD   -  LANEHEART (1988)
 BW1077
 BW1077                         *CURRENT SURVEY CONTROL
 BW1077  ___________________________________________________________________
 BW1077* NAD 83(1986)-  31 14 42.     (N)    091 19 19.     (W)     SCALED    
 BW1077* NAVD 88     -        42.27   (+/-2cm)     138.7    (feet)  VERTCON   
 BW1077  ___________________________________________________________________
 BW1077  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW1077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1077
 BW1077.The horizontal coordinates were scaled from a topographic map and have
 BW1077.an estimated accuracy of +/- 6 seconds.
 BW1077
 BW1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1077.The vertical order pertains to the NGVD 29 superseded value.
 BW1077
 BW1077.The geoid height was determined by GEOID03.
 BW1077
 BW1077;                    North         East    Units  Estimated Accuracy
 BW1077;SPC MS W     -   193,860.      605,830.      MT  (+/- 180 meters Scaled)
 BW1077
 BW1077                          SUPERSEDED SURVEY CONTROL
 BW1077
 BW1077  NGVD 29 (??/??/92)   42.255  (m)          138.63   (f) ADJ UNCH    2 0
 BW1077
 BW1077.Superseded values are not recommended for survey control.
 BW1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1077.See file dsdata.txt to determine how the superseded data were derived.
 BW1077
 BW1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ597579(NAD 83)
 BW1077_MARKER: DD = SURVEY DISK
 BW1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1077_STAMPING: BM 61V-22 1969
 BW1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1077+STABILITY: SURFACE MOTION
 BW1077
 BW1077  HISTORY     - Date     Condition        Report By
 BW1077  HISTORY     - 1969     MONUMENTED       MSHD
 BW1077
 BW1077                          STATION DESCRIPTION
 BW1077
 BW1077'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1077'10.0 MI NW FROM WOODVILLE.
 BW1077'THE MARK IS LOCATED 10 MILES NORTH NORTHWEST OF WOODVILLE WEST
 BW1077'SOUTHWEST OF ENLOWS TRUCK STOP.  IT IS 200 FEET SOUTHWEST OF THE
 BW1077'CENTER OF HIGHWAY 61, 115 FEET WEST OF THE WEST CORNER OF ENLOWS TRUCK
 BW1077'STOP, 72.5 FEET SOUTH OF THE SOUTH CORNER OF A GREEN ASBESTOS HOUSE,
 BW1077'36 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY, 97 FEET SOUTHWEST OF A
 BW1077'UTILITY POLE WITH A TRANSFORMER AND GUY WIRE, 11 FEET NORTHEAST OF A
 BW1077'30 INCH OAK, 7 FEET NORTHWEST OF A 20 INCH OAK, 2 FEET WEST OF A METAL
 BW1077'WITNESS POST, 2 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A 12 INCH
 BW1077'ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BW1077'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY
 BW1077'COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW1077'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT (NORTH)
 BW1077'AND CONTINUE ON U.S. HIGHWAY 61 FOR 11.4 MILES TO A SIDE ROAD RIGHT
 BW1077'AND ENLOWS TRUCK STOP AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0673 ***********************************************************************
 EH0673  DESIGNATION -  61 V 220
 EH0673  PID         -  EH0673
 EH0673  STATE/COUNTY-  MS/COAHOMA
 EH0673  USGS QUAD   -  CLARKSDALE (1967)
 EH0673
 EH0673                         *CURRENT SURVEY CONTROL
 EH0673  ___________________________________________________________________
 EH0673* NAD 83(1986)-  34 10 16.     (N)    090 36 32.     (W)     SCALED    
 EH0673* NAVD 88     -        49.027  (meters)     160.85   (feet)  ADJUSTED  
 EH0673  ___________________________________________________________________
 EH0673  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH0673  DYNAMIC HT  -          48.979 (meters)     160.69  (feet)  COMP
 EH0673  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EH0673
 EH0673  VERT ORDER  -  SECOND    CLASS II
 EH0673
 EH0673.The horizontal coordinates were scaled from a topographic map and have
 EH0673.an estimated accuracy of +/- 6 seconds.
 EH0673
 EH0673.The orthometric height was determined by differential leveling
 EH0673.and adjusted in June 1991.
 EH0673
 EH0673.The geoid height was determined by GEOID03.
 EH0673
 EH0673.The dynamic height is computed by dividing the NAVD 88
 EH0673.geopotential number by the normal gravity value computed on the
 EH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0673.degrees latitude (g = 980.6199 gals.).
 EH0673
 EH0673.The modeled gravity was interpolated from observed gravity values.
 EH0673
 EH0673;                    North         East    Units  Estimated Accuracy
 EH0673;SPC MS W     -   517,960.      674,600.      MT  (+/- 180 meters Scaled)
 EH0673
 EH0673                          SUPERSEDED SURVEY CONTROL
 EH0673
 EH0673  NGVD 29 (??/??/??)   49.071  (m)          160.99   (f) ADJUSTED    2 2
 EH0673
 EH0673.Superseded values are not recommended for survey control.
 EH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0673.See file dsdata.txt to determine how the superseded data were derived.
 EH0673
 EH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT203837(NAD 83)
 EH0673_MARKER: DD = SURVEY DISK
 EH0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0673_SP_SET: CULVERT
 EH0673_STAMPING: BM 61V 220 1974
 EH0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0673+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0673
 EH0673  HISTORY     - Date     Condition        Report By
 EH0673  HISTORY     - 1974     MONUMENTED       MSHD
 EH0673  HISTORY     - 20030623 GOOD             USACE
 EH0673
 EH0673                          STATION DESCRIPTION
 EH0673
 EH0673'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0673'3.15 MI SW FROM CLARKSDALE.
 EH0673'THE MARK IS LOCATED 3.15 MILES SOUTHWEST OF THE JUNCTION OF U.S.
 EH0673'HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE, 1.5 MILES EAST OF THE
 EH0673'COMMUNITY OF BEVERLY DAVENPORT IN THE NORTHEAST 1/4 OF SECTION 33, T
 EH0673'27N, R 4W.  IT IS 22 FEET NORTHWEST OF THE CENTER OF HIGHWAY 61, 67.5
 EH0673'FEET WEST OF A POWER POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 EH0673'SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF
 EH0673'A 7 X 2 FOOT CONCRETE BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL
 EH0673'OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH0673'U.S. HIGHWAY 61 IN CLARKSDALE GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.7
 EH0673'MILES TO THE JUNCTION OF STATE HIGHWAY 322.  CONTINUE SOUTHWEST ON
 EH0673'U.S. HIGHWAY 61 FOR 0.95 MILE TO A CROSSROAD.  CONTINUE SOUTHWEST ON
 EH0673'U.S. HIGHWAY 61 FOR 0.5 MILE TO THE CULVERT AND THE MARK ON THE RIGHT.
 EH0673
 EH0673                          STATION RECOVERY (2003)
 EH0673
 EH0673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0674 ***********************************************************************
 EH0674  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0674  DESIGNATION -  61 V 221
 EH0674  PID         -  EH0674
 EH0674  STATE/COUNTY-  MS/COAHOMA
 EH0674  USGS QUAD   -  CLARKSDALE (1967)
 EH0674
 EH0674                         *CURRENT SURVEY CONTROL
 EH0674  ___________________________________________________________________
 EH0674* NAD 83(2007)-  34 10 32.87556(N)    090 35 52.68573(W)     ADJUSTED  
 EH0674* NAVD 88     -        50.40   (meters)     165.4    (feet)  GPS OBS   
 EH0674  ___________________________________________________________________
 EH0674  EPOCH DATE  -        2002.00
 EH0674  X           -     -55,128.312 (meters)                     COMP
 EH0674  Y           -  -5,282,061.227 (meters)                     COMP
 EH0674  Z           -   3,562,609.720 (meters)                     COMP
 EH0674  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH0674  ELLIP HEIGHT-          23.910 (meters)          (02/15/08) ADJUSTED
 EH0674  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH0674  HORZ ORDER  -  FIRST
 EH0674  ELLP ORDER  -  FOURTH    CLASS II
 EH0674
 EH0674.The horizontal coordinates were established by GPS observations
 EH0674.and adjusted by the EMC INCORPORATED in February 2008.
 EH0674
 EH0674.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0674.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0674.The horizontal coordinates are valid at the epoch date displayed above.
 EH0674.The epoch date for horizontal control is a decimal equivalence
 EH0674.of Year/Month/Day.
 EH0674
 EH0674.The orthometric height was determined by GPS observations and a
 EH0674.high-resolution geoid model.
 EH0674.The orthometric height was determined by GPS observations and a
 EH0674.high-resolution geoid model using precise GPS observation and
 EH0674.processing techniques. It supersedes the leveled height previously
 EH0674.determined for this station.
 EH0674
 EH0674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0674
 EH0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0674
 EH0674.The ellipsoidal height was determined by GPS observations
 EH0674.and is referenced to NAD 83.
 EH0674
 EH0674.The geoid height was determined by GEOID03.
 EH0674
 EH0674;                    North         East     Units Scale Factor Converg.
 EH0674;SPC MS W     -   518,478.189   675,603.426   MT  0.99995733   -0 08 55.2
 EH0674;SPC MS W     - 1,701,040.53  2,216,542.24   sFT  0.99995733   -0 08 55.2
 EH0674;UTM  15      - 3,784,256.214   721,388.536   MT  1.00020421   +1 20 59.5
 EH0674
 EH0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0674!SPC MS W     -   0.99999625  x   0.99995733  =   0.99995358
 EH0674!UTM  15      -   0.99999625  x   1.00020421  =   1.00020046
 EH0674
 EH0674                          SUPERSEDED SURVEY CONTROL
 EH0674
 EH0674  NAVD 88 (06/15/91)   50.492  (m)          165.66   (f) ADJUSTED    2 2
 EH0674  NGVD 29 (??/??/??)   50.535  (m)          165.80   (f) ADJUSTED    2 2
 EH0674
 EH0674.Superseded values are not recommended for survey control.
 EH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0674.See file dsdata.txt to determine how the superseded data were derived.
 EH0674
 EH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2138984256(NAD 83)
 EH0674_MARKER: DD = SURVEY DISK
 EH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0674_STAMPING: BM 61V 221 1974
 EH0674_MARK LOGO: NONE  
 EH0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0674+STABILITY: SURFACE MOTION
 EH0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0674+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2007
 EH0674
 EH0674  HISTORY     - Date     Condition        Report By
 EH0674  HISTORY     - 1974     MONUMENTED       MSHD
 EH0674  HISTORY     - 20030623 GOOD             USACE
 EH0674  HISTORY     - 20070212 GOOD             EMCINC
 EH0674
 EH0674                          STATION DESCRIPTION
 EH0674
 EH0674'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0674'2.3 MI SW FROM CLARKSDALE.
 EH0674'THE MARK IS LOCATED 2.3 MILES SOUTHWEST OF THE CENTER OF CLARKSDALE IN
 EH0674'THE NORTHWEST ANGLE OF THE CROSSING OF A FIELD ROAD WITH AN EAST-WEST
 EH0674'BLACK TOP ROAD, 2.1 MILES EAST OF THE COMMUNITY OF BEVERLY DAVENPORT
 EH0674'IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 27, T 27N, R 4W.
 EH0674'IT IS 28 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 16 FEET WEST OF
 EH0674'THE CENTER OF A FIELD ROAD AND DRIVEWAY, 167 FEET SOUTH-SOUTHEAST OF
 EH0674'THE SOUTHEAST CORNER OF A FRAME HOUSE, 170 FEET SOUTH OF A LONE 9 INCH
 EH0674'CEDAR, 92.5 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE, 2.5 FEET
 EH0674'WEST OF POWER POLE NO. 129, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 EH0674'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE ROAD AND
 EH0674'IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EH0674'49 AND U.S. HIGHWAY 61 IN CLARKSDALE GO SOUTHWEST ON U.S. HIGHWAY 61
 EH0674'FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 322. CONTINUE SOUTHWEST
 EH0674'ON U.S. HIGHWAY 61 FOR 0.95 MILE TO A CROSSROAD. TURN LEFT AND GO EAST
 EH0674'ON A BLACK TOP ROAD FOR 0.25 MILE TO A FRAME HOUSE AND THE MARK ON THE
 EH0674'LEFT.
 EH0674
 EH0674                          STATION RECOVERY (2003)
 EH0674
 EH0674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0674'RECOVERED IN GOOD CONDITION.
 EH0674
 EH0674                          STATION RECOVERY (2007)
 EH0674
 EH0674'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0675 ***********************************************************************
 EH0675  DESIGNATION -  61 V 222
 EH0675  PID         -  EH0675
 EH0675  STATE/COUNTY-  MS/COAHOMA
 EH0675  USGS QUAD   -  CLARKSDALE (1967)
 EH0675
 EH0675                         *CURRENT SURVEY CONTROL
 EH0675  ___________________________________________________________________
 EH0675* NAD 83(1986)-  34 10 32.     (N)    090 34 44.     (W)     SCALED    
 EH0675* NAVD 88     -        51.714  (meters)     169.66   (feet)  ADJUSTED  
 EH0675  ___________________________________________________________________
 EH0675  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0675  DYNAMIC HT  -          51.663 (meters)     169.50  (feet)  COMP
 EH0675  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 EH0675
 EH0675  VERT ORDER  -  SECOND    CLASS II
 EH0675
 EH0675.The horizontal coordinates were scaled from a topographic map and have
 EH0675.an estimated accuracy of +/- 6 seconds.
 EH0675
 EH0675.The orthometric height was determined by differential leveling
 EH0675.and adjusted in June 1991.
 EH0675
 EH0675.The geoid height was determined by GEOID03.
 EH0675
 EH0675.The dynamic height is computed by dividing the NAVD 88
 EH0675.geopotential number by the normal gravity value computed on the
 EH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0675.degrees latitude (g = 980.6199 gals.).
 EH0675
 EH0675.The modeled gravity was interpolated from observed gravity values.
 EH0675
 EH0675;                    North         East    Units  Estimated Accuracy
 EH0675;SPC MS W     -   518,450.      677,360.      MT  (+/- 180 meters Scaled)
 EH0675
 EH0675                          SUPERSEDED SURVEY CONTROL
 EH0675
 EH0675  NGVD 29 (??/??/??)   51.757  (m)          169.81   (f) ADJUSTED    2 2
 EH0675
 EH0675.Superseded values are not recommended for survey control.
 EH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0675.See file dsdata.txt to determine how the superseded data were derived.
 EH0675
 EH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT231842(NAD 83)
 EH0675_MARKER: DD = SURVEY DISK
 EH0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0675_STAMPING: BM 61V 222 1974
 EH0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0675+STABILITY: SURFACE MOTION
 EH0675
 EH0675  HISTORY     - Date     Condition        Report By
 EH0675  HISTORY     - 1974     MONUMENTED       MSHD
 EH0675  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0675
 EH0675                          STATION DESCRIPTION
 EH0675
 EH0675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0675'2 MI S FROM CLARKSDALE.
 EH0675'THE MARK IS LOCATED 2 MILES SOUTH OF THE CENTER OF CLARKSDALE OPPOSITE
 EH0675'THE JUNCTION OF A SIDE ROAD LEADING WEST AND MADISON AVENUE, 1.05
 EH0675'MILES SOUTH OF U.S. HIGHWAY 61, 3.2 MILES EAST OF THE COMMUNITY OF
 EH0675'BEVERLY DAVENPORT, IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 EH0675'SECTION 35, T 27N, R 4W.  IT IS 45.5 FEET EAST OF THE CENTER OF
 EH0675'MADISON AVENUE, 1 FOOT SOUTH OF THE PROJECTED CENTER OF A BLACK TOP
 EH0675'ROAD, 22 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY, 30 FEET
 EH0675'NORTHWEST OF POWER POLE NO. 106, 14 FEET SOUTHEAST OF ANOTHER POWER
 EH0675'POLE, 4 FEET SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 1.5 FEET
 EH0675'SOUTH OF THE WEST END OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST
 EH0675'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE CENTER OF
 EH0675'MADISON AVENUE AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 EH0675'JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE GO
 EH0675'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.75 MILE TO THE INTERSECTION OF
 EH0675'MADISON AVENUE.  TURN LEFT AND GO SOUTH ON MADISON AVENUE FOR 1.05
 EH0675'MILES TO A SIDE ROAD RIGHT AND A DRIVEWAY AND THE MARK ON THE LEFT.
 EH0675
 EH0675                          STATION RECOVERY (2003)
 EH0675
 EH0675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0675'SUSPECTED DESTROYED DUE TO NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0676 ***********************************************************************
 EH0676  DESIGNATION -  61 V 223
 EH0676  PID         -  EH0676
 EH0676  STATE/COUNTY-  MS/COAHOMA
 EH0676  USGS QUAD   -  CLARKSDALE (1967)
 EH0676
 EH0676                         *CURRENT SURVEY CONTROL
 EH0676  ___________________________________________________________________
 EH0676* NAD 83(1986)-  34 11 24.     (N)    090 34 33.     (W)     SCALED    
 EH0676* NAVD 88     -        51.922  (meters)     170.35   (feet)  ADJUSTED  
 EH0676  ___________________________________________________________________
 EH0676  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH0676  DYNAMIC HT  -          51.871 (meters)     170.18  (feet)  COMP
 EH0676  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 EH0676
 EH0676  VERT ORDER  -  SECOND    CLASS II
 EH0676
 EH0676.The horizontal coordinates were scaled from a topographic map and have
 EH0676.an estimated accuracy of +/- 6 seconds.
 EH0676
 EH0676.The orthometric height was determined by differential leveling
 EH0676.and adjusted in June 1991.
 EH0676
 EH0676.The geoid height was determined by GEOID03.
 EH0676
 EH0676.The dynamic height is computed by dividing the NAVD 88
 EH0676.geopotential number by the normal gravity value computed on the
 EH0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0676.degrees latitude (g = 980.6199 gals.).
 EH0676
 EH0676.The modeled gravity was interpolated from observed gravity values.
 EH0676
 EH0676;                    North         East    Units  Estimated Accuracy
 EH0676;SPC MS W     -   520,050.      677,650.      MT  (+/- 180 meters Scaled)
 EH0676
 EH0676                          SUPERSEDED SURVEY CONTROL
 EH0676
 EH0676  NGVD 29 (??/??/??)   51.966  (m)          170.49   (f) ADJUSTED    2 2
 EH0676
 EH0676.Superseded values are not recommended for survey control.
 EH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0676.See file dsdata.txt to determine how the superseded data were derived.
 EH0676
 EH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT233858(NAD 83)
 EH0676_MARKER: DD = SURVEY DISK
 EH0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0676_STAMPING: BM 61V 223 1974
 EH0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0676+STABILITY: SURFACE MOTION
 EH0676
 EH0676  HISTORY     - Date     Condition        Report By
 EH0676  HISTORY     - 1974     MONUMENTED       MSHD
 EH0676  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0676
 EH0676                          STATION DESCRIPTION
 EH0676
 EH0676'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0676'1 MI SSW FROM CLARKSDALE.
 EH0676'THE MARK IS LOCATED 1 MILE SOUTH-SOUTHWEST OF THE CENTER OF CLARKSDALE
 EH0676'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 61 AND
 EH0676'MADISON AVENUE, 0.3 MILE WEST OF THE SUNFLOWER RIVER IN THE NORTHEAST
 EH0676'1/4 OF SECTION 26, T 27N, R 4W.  IT IS 242 FEET SOUTH OF THE CENTRER
 EH0676'OF THE INTERSECTION OF U.S. HIGHWAY 61 AND MADISON AVENUE, 29.5 FEET
 EH0676'EAST OF THE CENTER OF MADISON AVENUE, 11.5 FEET EAST OF THE EAST CURB
 EH0676'OF MADISON AVENUE, 113 FEET EAST OF THE NORTHEAST CORNER OF SAYLE OIL
 EH0676'CO., 11.5 FEET WEST OF TELEPHONE CABLE POLE NO. 6, 67.5 FEET
 EH0676'NORTH-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 3 FEET SOUTH OF A RED
 EH0676'BUD WITH SEVERAL TRUNKS, 6 FEET NORTH-NORTHEAST OF A FORKED RED BUD, 2
 EH0676'FEET WEST OF A ROW OF POST ON THE ROW, 1 FOOT NORTH-NORTHEAST OF A
 EH0676'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL
 EH0676'WITH MADISON AVENUE AND IS FLUSH WITH GROUND. TO REACH FROM THE
 EH0676'JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE GO
 EH0676'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.75 MILE TO THE INTERSECTION OF
 EH0676'MADISON AVENUE AND THE MARK ON THE LEFT.
 EH0676
 EH0676                          STATION RECOVERY (2003)
 EH0676
 EH0676'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0676'SUSPECTED DESTROYED DUE TO NEW HIGHWAY INTERSECTION AND NEW BUSINESS
 EH0676'CONSTRUCTION.  ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0677 ***********************************************************************
 EH0677  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0677  DESIGNATION -  61 V 224
 EH0677  PID         -  EH0677
 EH0677  STATE/COUNTY-  MS/COAHOMA
 EH0677  USGS QUAD   -  CLARKSDALE (1967)
 EH0677
 EH0677                         *CURRENT SURVEY CONTROL
 EH0677  ___________________________________________________________________
 EH0677* NAD 83(2007)-  34 11 59.05133(N)    090 32 59.55030(W)     ADJUSTED  
 EH0677* NAVD 88     -        51.12   (meters)     167.7    (feet)  GPS OBS   
 EH0677  ___________________________________________________________________
 EH0677  EPOCH DATE  -        2002.00
 EH0677  X           -     -50,680.301 (meters)                     COMP
 EH0677  Y           -  -5,280,614.260 (meters)                     COMP
 EH0677  Z           -   3,564,806.605 (meters)                     COMP
 EH0677  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EH0677  ELLIP HEIGHT-          24.627 (meters)          (02/15/08) ADJUSTED
 EH0677  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH0677  HORZ ORDER  -  FIRST
 EH0677  ELLP ORDER  -  FOURTH    CLASS II
 EH0677
 EH0677.The horizontal coordinates were established by GPS observations
 EH0677.and adjusted by the EMC INCORPORATED in February 2008.
 EH0677
 EH0677.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0677.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0677.The horizontal coordinates are valid at the epoch date displayed above.
 EH0677.The epoch date for horizontal control is a decimal equivalence
 EH0677.of Year/Month/Day.
 EH0677
 EH0677.The orthometric height was determined by GPS observations and a
 EH0677.high-resolution geoid model.
 EH0677.The orthometric height was determined by GPS observations and a
 EH0677.high-resolution geoid model using precise GPS observation and
 EH0677.processing techniques. It supersedes the leveled height previously
 EH0677.determined for this station.
 EH0677
 EH0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0677
 EH0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0677
 EH0677.The ellipsoidal height was determined by GPS observations
 EH0677.and is referenced to NAD 83.
 EH0677
 EH0677.The geoid height was determined by GEOID03.
 EH0677
 EH0677;                    North         East     Units Scale Factor Converg.
 EH0677;SPC MS W     -   521,122.915   680,042.761   MT  0.99995491   -0 07 18.2
 EH0677;SPC MS W     - 1,709,717.43  2,231,106.96   sFT  0.99995491   -0 07 18.2
 EH0677;UTM  15      - 3,787,016.882   725,758.305   MT  1.00022830   +1 22 39.9
 EH0677
 EH0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0677!SPC MS W     -   0.99999613  x   0.99995491  =   0.99995104
 EH0677!UTM  15      -   0.99999613  x   1.00022830  =   1.00022443
 EH0677
 EH0677                          SUPERSEDED SURVEY CONTROL
 EH0677
 EH0677  NAVD 88 (06/15/91)   51.220  (m)          168.04   (f) ADJUSTED    2 2
 EH0677  NGVD 29 (??/??/??)   51.261  (m)          168.18   (f) ADJUSTED    2 2
 EH0677
 EH0677.Superseded values are not recommended for survey control.
 EH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0677.See file dsdata.txt to determine how the superseded data were derived.
 EH0677
 EH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2575887017(NAD 83)
 EH0677_MARKER: DD = SURVEY DISK
 EH0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0677_SP_SET: SET IN A LIGHT STRUCTURE
 EH0677_STAMPING: BM 61V 224 1974
 EH0677_MARK LOGO: NONE  
 EH0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0677+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2007
 EH0677
 EH0677  HISTORY     - Date     Condition        Report By
 EH0677  HISTORY     - 1974     MONUMENTED       MSHD
 EH0677  HISTORY     - 20030623 GOOD             USACE
 EH0677  HISTORY     - 20070212 GOOD             EMCINC
 EH0677
 EH0677                          STATION DESCRIPTION
 EH0677
 EH0677'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0677'1.4 MI ESE FROM CLARKSDALE.
 EH0677'THE MARK IS LOCATED 1.4 MILES EAST-SOUTHEAST OF THE CENTER OF
 EH0677'CLARKSDALE IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A DOUBLE
 EH0677'CONCRETE BOX CULVERT, 1.4 MILES SOUTH OF LYON IN THE NORTHWEST 1/4 OF
 EH0677'SECTION 19, T 27N, R 3W.  IT IS 38 FEET SOUTHEAST OF THE CENTER OF
 EH0677'HIGHWAY 61, 65 FEET EAST-NORTHEAST OF THE CENTER OF OHIO AVENUE, 22
 EH0677'FEET EAST-SOUTHEAST OF A POLE WITH A LAMP ON IT, 1 FOOT SOUTHWEST OF A
 EH0677'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 EH0677'SOUTHEAST HEADWALL OF A 5 X 3 FOOT DOUBLE CONCRETE BOX CULVERT AND IS
 EH0677'ABOUT 1 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 EH0677'JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN CLARKSDALE GO
 EH0677'NORTHEAST ON U.S. HIGHWAY 61 FOR 0.8 MILE TO THE CULVERT AND THE MARK
 EH0677'ON THE RIGHT JUST BEYOND THE INTERSECTION OF OHIO AVENUE.
 EH0677
 EH0677                          STATION RECOVERY (2003)
 EH0677
 EH0677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0677'RECOVERED IN GOOD CONDITION.
 EH0677
 EH0677                          STATION RECOVERY (2007)
 EH0677
 EH0677'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0678 ***********************************************************************
 EH0678  DESIGNATION -  61 V 225
 EH0678  PID         -  EH0678
 EH0678  STATE/COUNTY-  MS/COAHOMA
 EH0678  USGS QUAD   -  CLARKSDALE (1967)
 EH0678
 EH0678                         *CURRENT SURVEY CONTROL
 EH0678  ___________________________________________________________________
 EH0678* NAD 83(1986)-  34 13 07.     (N)    090 32 11.     (W)     SCALED    
 EH0678* NAVD 88     -        51.828  (meters)     170.04   (feet)  ADJUSTED  
 EH0678  ___________________________________________________________________
 EH0678  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0678  DYNAMIC HT  -          51.777 (meters)     169.87  (feet)  COMP
 EH0678  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 EH0678
 EH0678  VERT ORDER  -  SECOND    CLASS II
 EH0678
 EH0678.The horizontal coordinates were scaled from a topographic map and have
 EH0678.an estimated accuracy of +/- 6 seconds.
 EH0678
 EH0678.The orthometric height was determined by differential leveling
 EH0678.and adjusted in June 1991.
 EH0678
 EH0678.The geoid height was determined by GEOID03.
 EH0678
 EH0678.The dynamic height is computed by dividing the NAVD 88
 EH0678.geopotential number by the normal gravity value computed on the
 EH0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0678.degrees latitude (g = 980.6199 gals.).
 EH0678
 EH0678.The modeled gravity was interpolated from observed gravity values.
 EH0678
 EH0678;                    North         East    Units  Estimated Accuracy
 EH0678;SPC MS W     -   523,210.      681,290.      MT  (+/- 180 meters Scaled)
 EH0678
 EH0678                          SUPERSEDED SURVEY CONTROL
 EH0678
 EH0678  NGVD 29 (??/??/??)   51.874  (m)          170.19   (f) ADJUSTED    2 2
 EH0678
 EH0678.Superseded values are not recommended for survey control.
 EH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0678.See file dsdata.txt to determine how the superseded data were derived.
 EH0678
 EH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT269891(NAD 83)
 EH0678_MARKER: DD = SURVEY DISK
 EH0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0678_SP_SET: CULVERT
 EH0678_STAMPING: BM 61V 225 1974
 EH0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0678+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0678
 EH0678  HISTORY     - Date     Condition        Report By
 EH0678  HISTORY     - 1974     MONUMENTED       MSHD
 EH0678  HISTORY     - 1981     GOOD             LOCSUR
 EH0678  HISTORY     - 20030623 GOOD             USACE
 EH0678  HISTORY     - 20080130 GOOD             MSDOT
 EH0678
 EH0678                          STATION DESCRIPTION
 EH0678
 EH0678'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0678'0.3 MI E FROM LYON.
 EH0678'THE MARK IS LOCATED 0.3 MILE EAST OF LYON IN THE SOUTHEAST ANGLE OF A
 EH0678'CROSSROAD IN THE EAST HEADWALL OF A BOX CULVERT, 2.3 MILES NORTHEAST
 EH0678'OF THE CENTER OF CLARKSDALE IN THE NORTHWEST 1/4 OF SECTION 17, T 27N,
 EH0678'R 3W.  IT IS 27.5 FEET EAST OF THE CENTER OF HIGHWAY 61, 295 FEET
 EH0678'SOUTH OF THE CENTER OF ROBERSON ROAD, 94 FEET SOUTH-SOUTHWEST OF A
 EH0678'POWER POLE, 79.5 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 EH0678'OF A RED METAL BUILDING, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A
 EH0678'DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A 3 X 2 FOOT
 EH0678'CONCRETE BOX CULVERT AND IS ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 EH0678'HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S.
 EH0678'HIGHWAY 61 AT THE EAST EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61
 EH0678'FOR 0.65 MILE TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 EH0678'CROSSROAD.
 EH0678
 EH0678                          STATION RECOVERY (1981)
 EH0678
 EH0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0678'RECOVERED IN GOOD CONDITION.
 EH0678
 EH0678                          STATION RECOVERY (2003)
 EH0678
 EH0678'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0678'RECOVERED IN GOOD CONDITION.
 EH0678
 EH0678                          STATION RECOVERY (2008)
 EH0678
 EH0678'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0679 ***********************************************************************
 EH0679  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0679  DESIGNATION -  61 V 226
 EH0679  PID         -  EH0679
 EH0679  STATE/COUNTY-  MS/COAHOMA
 EH0679  USGS QUAD   -  CLARKSDALE (1967)
 EH0679
 EH0679                         *CURRENT SURVEY CONTROL
 EH0679  ___________________________________________________________________
 EH0679* NAD 83(2007)-  34 13 47.27714(N)    090 31 59.00124(W)     ADJUSTED  
 EH0679* NAVD 88     -        51.63   (meters)     169.4    (feet)  GPS OBS   
 EH0679  ___________________________________________________________________
 EH0679  EPOCH DATE  -        2002.00
 EH0679  X           -     -49,112.732 (meters)                     COMP
 EH0679  Y           -  -5,278,754.250 (meters)                     COMP
 EH0679  Z           -   3,567,564.497 (meters)                     COMP
 EH0679  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EH0679  ELLIP HEIGHT-          25.090 (meters)          (02/15/08) ADJUSTED
 EH0679  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0679  HORZ ORDER  -  B
 EH0679  ELLP ORDER  -  FOURTH    CLASS II
 EH0679
 EH0679.The horizontal coordinates were established by GPS observations
 EH0679.and adjusted by the EMC INCORPORATED in February 2008.
 EH0679
 EH0679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0679.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0679.The horizontal coordinates are valid at the epoch date displayed above.
 EH0679.The epoch date for horizontal control is a decimal equivalence
 EH0679.of Year/Month/Day.
 EH0679
 EH0679.The orthometric height was determined by GPS observations and a
 EH0679.high-resolution geoid model.
 EH0679.The orthometric height was determined by GPS observations and a
 EH0679.high-resolution geoid model using precise GPS observation and
 EH0679.processing techniques. It supersedes the leveled height previously
 EH0679.determined for this station.
 EH0679
 EH0679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0679
 EH0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0679
 EH0679.The ellipsoidal height was determined by GPS observations
 EH0679.and is referenced to NAD 83.
 EH0679
 EH0679.The geoid height was determined by GEOID03.
 EH0679
 EH0679;                    North         East     Units Scale Factor Converg.
 EH0679;SPC MS W     -   524,454.337   681,599.414   MT  0.99995417   -0 06 44.4
 EH0679;SPC MS W     - 1,720,647.27  2,236,214.08   sFT  0.99995417   -0 06 44.4
 EH0679;UTM  15      - 3,790,388.849   727,227.623   MT  1.00023650   +1 23 17.8
 EH0679
 EH0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0679!SPC MS W     -   0.99999606  x   0.99995417  =   0.99995023
 EH0679!UTM  15      -   0.99999606  x   1.00023650  =   1.00023256
 EH0679
 EH0679                          SUPERSEDED SURVEY CONTROL
 EH0679
 EH0679  NAVD 88 (06/15/91)   51.727  (m)          169.71   (f) ADJUSTED    2 2
 EH0679  NGVD 29 (??/??/??)   51.774  (m)          169.86   (f) ADJUSTED    2 2
 EH0679
 EH0679.Superseded values are not recommended for survey control.
 EH0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0679.See file dsdata.txt to determine how the superseded data were derived.
 EH0679
 EH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2722890389(NAD 83)
 EH0679_MARKER: DD = SURVEY DISK
 EH0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0679_SP_SET: SET IN A LIGHT STRUCTURE
 EH0679_STAMPING: BM 61V 226 1974
 EH0679_MARK LOGO: NONE  
 EH0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0679+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0679
 EH0679  HISTORY     - Date     Condition        Report By
 EH0679  HISTORY     - 1974     MONUMENTED       MSHD
 EH0679  HISTORY     - 1981     GOOD             LOCSUR
 EH0679  HISTORY     - 20030623 GOOD             USACE
 EH0679  HISTORY     - 20070104 GOOD             EMCINC
 EH0679  HISTORY     - 20080130 GOOD             MSDOT
 EH0679
 EH0679                          STATION DESCRIPTION
 EH0679
 EH0679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0679'0.9 MI NNE FROM LYON.
 EH0679'THE MARK IS LOCATED 0.9 MILE NORTH-NORTHEAST OF LYON IN THE WEST
 EH0679'HEADWALL OF A 6 X 2 FOOT CONCRETE BOX CULVERT, 2.9 MILES NORTHEAST OF
 EH0679'THE CENTER OF CLARKSDALE, 0.25 MILE SOUTH OF A CROSSROAD IN THE
 EH0679'NORTHWEST 1/4 OF SECTION 8, T 27N, R 3W.  IT IS 26.5 FEET WEST OF THE
 EH0679'CENTER OF HIGHWAY 61, 162.5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 EH0679'156.5 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 EH0679'POST SET IN A DRILL HOLE IN THE NORTH END OF THE WEST HEADWALL OF A 6
 EH0679'X 2 CONCRETE BOX CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY. TO REACH
 EH0679'FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT THE EAST
 EH0679'EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61 FOR 0.65 MILE TO A
 EH0679'CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.8 MILE TO THE
 EH0679'CULVERT AND THE MARK ON THE LEFT.
 EH0679
 EH0679                          STATION RECOVERY (1981)
 EH0679
 EH0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0679'RECOVERED IN GOOD CONDITION.
 EH0679
 EH0679                          STATION RECOVERY (2003)
 EH0679
 EH0679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0679'RECOVERED IN GOOD CONDITION.
 EH0679
 EH0679                          STATION RECOVERY (2007)
 EH0679
 EH0679'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0679'RECOVERED IN GOOD CONDITION.
 EH0679
 EH0679                          STATION RECOVERY (2008)
 EH0679
 EH0679'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0680 ***********************************************************************
 EH0680  DESIGNATION -  61 V 227
 EH0680  PID         -  EH0680
 EH0680  STATE/COUNTY-  MS/COAHOMA
 EH0680  USGS QUAD   -  CLARKSDALE (1967)
 EH0680
 EH0680                         *CURRENT SURVEY CONTROL
 EH0680  ___________________________________________________________________
 EH0680* NAD 83(1986)-  34 14 31.     (N)    090 31 41.     (W)     SCALED    
 EH0680* NAVD 88     -        51.122  (meters)     167.72   (feet)  ADJUSTED  
 EH0680  ___________________________________________________________________
 EH0680  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH0680  DYNAMIC HT  -          51.072 (meters)     167.56  (feet)  COMP
 EH0680  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 EH0680
 EH0680  VERT ORDER  -  SECOND    CLASS II
 EH0680
 EH0680.The horizontal coordinates were scaled from a topographic map and have
 EH0680.an estimated accuracy of +/- 6 seconds.
 EH0680
 EH0680.The orthometric height was determined by differential leveling
 EH0680.and adjusted in June 1991.
 EH0680
 EH0680.The geoid height was determined by GEOID03.
 EH0680
 EH0680.The dynamic height is computed by dividing the NAVD 88
 EH0680.geopotential number by the normal gravity value computed on the
 EH0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0680.degrees latitude (g = 980.6199 gals.).
 EH0680
 EH0680.The modeled gravity was interpolated from observed gravity values.
 EH0680
 EH0680;                    North         East    Units  Estimated Accuracy
 EH0680;SPC MS W     -   525,800.      682,060.      MT  (+/- 180 meters Scaled)
 EH0680
 EH0680                          SUPERSEDED SURVEY CONTROL
 EH0680
 EH0680  NGVD 29 (??/??/??)   51.171  (m)          167.88   (f) ADJUSTED    2 2
 EH0680
 EH0680.Superseded values are not recommended for survey control.
 EH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0680.See file dsdata.txt to determine how the superseded data were derived.
 EH0680
 EH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT276917(NAD 83)
 EH0680_MARKER: DD = SURVEY DISK
 EH0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0680_SP_SET: CONCRETE BASE
 EH0680_STAMPING: BM 61V 227 1974
 EH0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0680+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0680
 EH0680  HISTORY     - Date     Condition        Report By
 EH0680  HISTORY     - 1974     MONUMENTED       MSHD
 EH0680  HISTORY     - 1981     GOOD             LOCSUR
 EH0680  HISTORY     - 20030623 GOOD             USACE
 EH0680  HISTORY     - 20080130 GOOD             MSDOT
 EH0680
 EH0680                          STATION DESCRIPTION
 EH0680
 EH0680'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0680'1.9 MI NNE FROM LYON.
 EH0680'THE MARK IS LOCATED 1.9 MILES NORTH-NORTHEAST OF LYON IN THE CONCRETE
 EH0680'BASE FOR THE NORTHWEST SLOPING METAL BEAM SUPPORTING A CONOPY IN FRONT
 EH0680'OF THE COAHOMA COUNTY ROAD DEPT. OFFICE, 3.7 MILES NORTHEAST OF THE
 EH0680'CENTER OF CLARKSDALE IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 EH0680'SECTION 5, T 27N, R 3W.  IT IS 112 FEET EAST OF THE CENTER OF HIGHWAY
 EH0680'61, 23 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE ROAD
 EH0680'DEPARTMENT, 52.5 FEET NORTH OF THE NOTHWEST CORNER OF THE OFFICE
 EH0680'BUILDING, 53.5 FEET WEST OF A CYCLONE FENCE, 2.5 FEET EAST OF A METAL
 EH0680'WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 EH0680'CONCRETE BASE FOR THE NORTHWEST BEAM FOR THE CANOPY AND IS ABOUT 1/2
 EH0680'FOOT BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF
 EH0680'STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF CLARKSDALE GO
 EH0680'NORTH ON U.S. HIGHWAY 61 FOR 1.7 MILES TO A CROSSROAD. CONTINUE NORTH
 EH0680'ON U.S. HIGHWAY 61 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 EH0680
 EH0680                          STATION RECOVERY (1981)
 EH0680
 EH0680'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0680'RECOVERED IN GOOD CONDITION.
 EH0680
 EH0680                          STATION RECOVERY (2003)
 EH0680
 EH0680'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0680'RECOVERED IN GOOD CONDITION.
 EH0680
 EH0680                          STATION RECOVERY (2008)
 EH0680
 EH0680'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0681 ***********************************************************************
 EH0681  DESIGNATION -  61 V 228
 EH0681  PID         -  EH0681
 EH0681  STATE/COUNTY-  MS/COAHOMA
 EH0681  USGS QUAD   -  COAHOMA (1964)
 EH0681
 EH0681                         *CURRENT SURVEY CONTROL
 EH0681  ___________________________________________________________________
 EH0681* NAD 83(1986)-  34 15 12.     (N)    090 31 26.     (W)     SCALED    
 EH0681* NAVD 88     -        49.857  (meters)     163.57   (feet)  ADJUSTED  
 EH0681  ___________________________________________________________________
 EH0681  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0681  DYNAMIC HT  -          49.808 (meters)     163.41  (feet)  COMP
 EH0681  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 EH0681
 EH0681  VERT ORDER  -  SECOND    CLASS II
 EH0681
 EH0681.The horizontal coordinates were scaled from a topographic map and have
 EH0681.an estimated accuracy of +/- 6 seconds.
 EH0681
 EH0681.The orthometric height was determined by differential leveling
 EH0681.and adjusted in June 1991.
 EH0681
 EH0681.The geoid height was determined by GEOID03.
 EH0681
 EH0681.The dynamic height is computed by dividing the NAVD 88
 EH0681.geopotential number by the normal gravity value computed on the
 EH0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0681.degrees latitude (g = 980.6199 gals.).
 EH0681
 EH0681.The modeled gravity was interpolated from observed gravity values.
 EH0681
 EH0681;                    North         East    Units  Estimated Accuracy
 EH0681;SPC MS W     -   527,060.      682,450.      MT  (+/- 180 meters Scaled)
 EH0681
 EH0681                          SUPERSEDED SURVEY CONTROL
 EH0681
 EH0681  NGVD 29 (??/??/??)   49.909  (m)          163.74   (f) ADJUSTED    2 2
 EH0681
 EH0681.Superseded values are not recommended for survey control.
 EH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0681.See file dsdata.txt to determine how the superseded data were derived.
 EH0681
 EH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT280930(NAD 83)
 EH0681_MARKER: DD = SURVEY DISK
 EH0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0681_SP_SET: CULVERT
 EH0681_STAMPING: BM 61V 228 1974
 EH0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0681
 EH0681  HISTORY     - Date     Condition        Report By
 EH0681  HISTORY     - 1974     MONUMENTED       MSHD
 EH0681  HISTORY     - 1981     GOOD             LOCSUR
 EH0681  HISTORY     - 20030623 POOR             USACE
 EH0681  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0681
 EH0681                          STATION DESCRIPTION
 EH0681
 EH0681'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0681'2.6 MI NNE FROM LYON.
 EH0681'THE MARK IS LOCATED 2.6 MILES NORTH-NORTHEAST OF LYON IN THE EAST
 EH0681'HEADWALL OF A BOX CULVERT, 4.5 MILES NORTHEAST OF THE CENTER OF
 EH0681'CLARKSDALE IN THE SOUTHEAST 1/4 OF SECTION 32, T 28N, R 3W.  IT IS 29
 EH0681'FEET EAST OF THE CENTER OF HIGHWAY 61, 267 FEET SOUTHWEST OF THE
 EH0681'SOUTHWEST CORNER OF THE CLARKSDALE LIVESTOCK SALES CO. BUILDING, 63.5
 EH0681'FEET NORTH-NORTHWEST OF POWER POLE WITH THREE TRANSFORMERS, 1.5 FEET
 EH0681'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF
 EH0681'THE EAST HEADWALL OF A 5 X 4 FOOT CONCRETE BOX CULVERT AND IS ABOUT 3
 EH0681'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF
 EH0681'STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF CLARKSDALE GO
 EH0681'NORTH ON U.S. HIGHWAY 61 FOR 2.9 MILES TO A CROSSROAD. CONTINUE NORTH
 EH0681'ON U.S. HIGHWAY 61 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EH0681
 EH0681                          STATION RECOVERY (1981)
 EH0681
 EH0681'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0681'RECOVERED IN GOOD CONDITION.
 EH0681
 EH0681                          STATION RECOVERY (2003)
 EH0681
 EH0681'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0681'BOX CULVERT NO LONGER EXISTS.
 EH0681
 EH0681                          STATION RECOVERY (2008)
 EH0681
 EH0681'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0682 ***********************************************************************
 EH0682  DESIGNATION -  61 V 229
 EH0682  PID         -  EH0682
 EH0682  STATE/COUNTY-  MS/COAHOMA
 EH0682  USGS QUAD   -  COAHOMA (1964)
 EH0682
 EH0682                         *CURRENT SURVEY CONTROL
 EH0682  ___________________________________________________________________
 EH0682* NAD 83(1986)-  34 15 55.     (N)    090 31 10.     (W)     SCALED    
 EH0682* NAVD 88     -        51.036  (meters)     167.44   (feet)  ADJUSTED  
 EH0682  ___________________________________________________________________
 EH0682  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0682  DYNAMIC HT  -          50.987 (meters)     167.28  (feet)  COMP
 EH0682  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EH0682
 EH0682  VERT ORDER  -  SECOND    CLASS II
 EH0682
 EH0682.The horizontal coordinates were scaled from a topographic map and have
 EH0682.an estimated accuracy of +/- 6 seconds.
 EH0682
 EH0682.The orthometric height was determined by differential leveling
 EH0682.and adjusted in June 1991.
 EH0682
 EH0682.The geoid height was determined by GEOID03.
 EH0682
 EH0682.The dynamic height is computed by dividing the NAVD 88
 EH0682.geopotential number by the normal gravity value computed on the
 EH0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0682.degrees latitude (g = 980.6199 gals.).
 EH0682
 EH0682.The modeled gravity was interpolated from observed gravity values.
 EH0682
 EH0682;                    North         East    Units  Estimated Accuracy
 EH0682;SPC MS W     -   528,390.      682,860.      MT  (+/- 180 meters Scaled)
 EH0682
 EH0682                          SUPERSEDED SURVEY CONTROL
 EH0682
 EH0682  NGVD 29 (??/??/??)   51.090  (m)          167.62   (f) ADJUSTED    2 2
 EH0682
 EH0682.Superseded values are not recommended for survey control.
 EH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0682.See file dsdata.txt to determine how the superseded data were derived.
 EH0682
 EH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT283943(NAD 83)
 EH0682_MARKER: DD = SURVEY DISK
 EH0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0682_SP_SET: CULVERT
 EH0682_STAMPING: BM 61V 229 1974
 EH0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0682
 EH0682  HISTORY     - Date     Condition        Report By
 EH0682  HISTORY     - 1974     MONUMENTED       MSHD
 EH0682  HISTORY     - 1981     GOOD             LOCSUR
 EH0682  HISTORY     - 20030623 POOR             USACE
 EH0682  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0682
 EH0682                          STATION DESCRIPTION
 EH0682
 EH0682'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0682'3.3 MI NNE FROM LYON.
 EH0682'THE MARK IS LOCATED 3.3 MILES NORTH-NORTHEAST OF LYON IN THE EAST
 EH0682'HEADWALL OF A BOX CULVERT, 5.1 MILES NORTHEAST OF THE CENTER OF
 EH0682'CLARKSDALE IN THE SOUTHWEST 1/4 OF SECTION 28, T 28N, R 3W.  IT IS
 EH0682'16.5 FEET EAST OF THE CENTER OF HIGHWAY 61, 280.5 FEET SOUTH-SOUTHWEST
 EH0682'OF POWER POLE NO. 3, 224.5 FEET NORTH OF A 24 INCH PECAN, 82.5 FEET
 EH0682'NORTHWEST OF POWER POLE NO. 4, 61 FEET WEST-NORTHWEST OF THE WEST POST
 EH0682'OF A LARGE SIGN, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN A DRILL
 EH0682'HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 5 X 3 FOOT CONCRETE
 EH0682'BOX CULVERT AND IS ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY. TO
 EH0682'REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT THE
 EH0682'EAST EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61 FOR 2.9 MILES TO A
 EH0682'CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1.05 MILES TO THE
 EH0682'MARK ON THE RIGHT.
 EH0682
 EH0682                          STATION RECOVERY (1981)
 EH0682
 EH0682'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0682'RECOVERED IN GOOD CONDITION.
 EH0682
 EH0682                          STATION RECOVERY (2003)
 EH0682
 EH0682'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0682'MARK DESTROYED. CULVERT NOLONGER EXISTS.
 EH0682
 EH0682                          STATION RECOVERY (2008)
 EH0682
 EH0682'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1078 ***********************************************************************
 BW1078  DESIGNATION -  61 V 23
 BW1078  PID         -  BW1078
 BW1078  STATE/COUNTY-  MS/WILKINSON
 BW1078  USGS QUAD   -  DOLOROSO (1988)
 BW1078
 BW1078                         *CURRENT SURVEY CONTROL
 BW1078  ___________________________________________________________________
 BW1078* NAD 83(1986)-  31 15 23.     (N)    091 19 41.     (W)     SCALED    
 BW1078* NAVD 88     -        35.34   (+/-2cm)     115.9    (feet)  VERTCON   
 BW1078  ___________________________________________________________________
 BW1078  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BW1078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1078
 BW1078.The horizontal coordinates were scaled from a topographic map and have
 BW1078.an estimated accuracy of +/- 6 seconds.
 BW1078
 BW1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1078.The vertical order pertains to the NGVD 29 superseded value.
 BW1078
 BW1078.The geoid height was determined by GEOID03.
 BW1078
 BW1078;                    North         East    Units  Estimated Accuracy
 BW1078;SPC MS W     -   195,130.      605,260.      MT  (+/- 180 meters Scaled)
 BW1078
 BW1078                          SUPERSEDED SURVEY CONTROL
 BW1078
 BW1078  NGVD 29 (??/??/92)   35.322  (m)          115.89   (f) ADJ UNCH    2 0
 BW1078
 BW1078.Superseded values are not recommended for survey control.
 BW1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1078.See file dsdata.txt to determine how the superseded data were derived.
 BW1078
 BW1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ591592(NAD 83)
 BW1078_MARKER: DD = SURVEY DISK
 BW1078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1078_SP_SET: BRIDGE
 BW1078_STAMPING: BM 61V-23 1969
 BW1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1078
 BW1078  HISTORY     - Date     Condition        Report By
 BW1078  HISTORY     - 1969     MONUMENTED       MSHD
 BW1078
 BW1078                          STATION DESCRIPTION
 BW1078
 BW1078'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1078'10.7 MI NNW FROM WOODVILLE.
 BW1078'THE MARK IS LOCATED 10.7 MILES NORTH NORTHWEST OF WOODVILLE IN THE
 BW1078'WEST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER BIG PINE
 BW1078'CREEK.  IT IS 15 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 82, 1 FOOT
 BW1078'NORTHWEST OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE WEST
 BW1078'END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH
 BW1078'THE HIGHWAY.  NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN
 BW1078'WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO
 BW1078'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE
 BW1078'ON U.S. HIGHWAY 61 FOR 11.4 MILES TO A SIDE ROAD RIGHT AND ENLOWS
 BW1078'TRUCK STOP ON THE LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 61 FOR
 BW1078'0.85 MILE TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0683 ***********************************************************************
 EH0683  DESIGNATION -  61 V 230
 EH0683  PID         -  EH0683
 EH0683  STATE/COUNTY-  MS/COAHOMA
 EH0683  USGS QUAD   -  COAHOMA (1964)
 EH0683
 EH0683                         *CURRENT SURVEY CONTROL
 EH0683  ___________________________________________________________________
 EH0683* NAD 83(1986)-  34 18 13.     (N)    090 30 20.     (W)     SCALED    
 EH0683* NAVD 88     -        51.945  (meters)     170.42   (feet)  ADJUSTED  
 EH0683  ___________________________________________________________________
 EH0683  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH0683  DYNAMIC HT  -          51.894 (meters)     170.26  (feet)  COMP
 EH0683  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 EH0683
 EH0683  VERT ORDER  -  SECOND    CLASS II
 EH0683
 EH0683.The horizontal coordinates were scaled from a topographic map and have
 EH0683.an estimated accuracy of +/- 6 seconds.
 EH0683
 EH0683.The orthometric height was determined by differential leveling
 EH0683.and adjusted in June 1991.
 EH0683
 EH0683.The geoid height was determined by GEOID03.
 EH0683
 EH0683.The dynamic height is computed by dividing the NAVD 88
 EH0683.geopotential number by the normal gravity value computed on the
 EH0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0683.degrees latitude (g = 980.6199 gals.).
 EH0683
 EH0683.The modeled gravity was interpolated from observed gravity values.
 EH0683
 EH0683;                    North         East    Units  Estimated Accuracy
 EH0683;SPC MS W     -   532,640.      684,150.      MT  (+/- 180 meters Scaled)
 EH0683
 EH0683                          SUPERSEDED SURVEY CONTROL
 EH0683
 EH0683  NGVD 29 (??/??/??)   51.999  (m)          170.60   (f) ADJUSTED    2 2
 EH0683
 EH0683.Superseded values are not recommended for survey control.
 EH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0683.See file dsdata.txt to determine how the superseded data were derived.
 EH0683
 EH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT295986(NAD 83)
 EH0683_MARKER: DD = SURVEY DISK
 EH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0683_STAMPING: BM 61V 230 1974
 EH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0683+STABILITY: SURFACE MOTION
 EH0683
 EH0683  HISTORY     - Date     Condition        Report By
 EH0683  HISTORY     - 1974     MONUMENTED       MSHD
 EH0683  HISTORY     - 20030623 POOR             USACE
 EH0683  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0683
 EH0683                          STATION DESCRIPTION
 EH0683
 EH0683'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0683'6.2 MI NNE FROM LYON.
 EH0683'THE MARK IS LOCATED 6.2 MILES NORTH-NORTHEAST OF LYON IN THE WEST
 EH0683'HEADWALL OF A 24 INCH CONCRETE PIPE, 0.95 MILE NORTH OF FLETCHER
 EH0683'FIELD, 1.75 MILES NORTH OF A CROSSROAD IN THE NORTHEAST 1/4 OF SECTION
 EH0683'16, T 28N, R 3W.  IT IS 24 FEET WEST OF THE CENTER OF HIGHWAY 61, 370
 EH0683'FEET WEST OF POWER POLE 909, 1 FOOT NORTH OF A METAL WITNESS POST SET
 EH0683'IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A 24 INCH
 EH0683'CONCRETE PIPE AND IS ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 EH0683'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT
 EH0683'THE EAST EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61 FOR 5.9 MILES
 EH0683'TO THE ENTRANCE TO FLETCHER FIELD. CONTINUE NORTH U.S. HIGHWAY 61 FOR
 EH0683'0.95 MILE TO THE MARK ON THE LEFT.
 EH0683
 EH0683                          STATION RECOVERY (2003)
 EH0683
 EH0683'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0683'MARK DESTROYED. PIPE CULVERT HAS BEEN REPLACED WITH BOX CULVERT.
 EH0683
 EH0683                          STATION RECOVERY (2008)
 EH0683
 EH0683'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0684 ***********************************************************************
 EH0684  DESIGNATION -  61 V 231
 EH0684  PID         -  EH0684
 EH0684  STATE/COUNTY-  MS/COAHOMA
 EH0684  USGS QUAD   -  COAHOMA (1964)
 EH0684
 EH0684                         *CURRENT SURVEY CONTROL
 EH0684  ___________________________________________________________________
 EH0684* NAD 83(1986)-  34 18 56.     (N)    090 30 05.     (W)     SCALED    
 EH0684* NAVD 88     -        52.776  (meters)     173.15   (feet)  ADJUSTED  
 EH0684  ___________________________________________________________________
 EH0684  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH0684  DYNAMIC HT  -          52.725 (meters)     172.98  (feet)  COMP
 EH0684  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EH0684
 EH0684  VERT ORDER  -  SECOND    CLASS II
 EH0684
 EH0684.The horizontal coordinates were scaled from a topographic map and have
 EH0684.an estimated accuracy of +/- 6 seconds.
 EH0684
 EH0684.The orthometric height was determined by differential leveling
 EH0684.and adjusted in June 1991.
 EH0684
 EH0684.The geoid height was determined by GEOID03.
 EH0684
 EH0684.The dynamic height is computed by dividing the NAVD 88
 EH0684.geopotential number by the normal gravity value computed on the
 EH0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0684.degrees latitude (g = 980.6199 gals.).
 EH0684
 EH0684.The modeled gravity was interpolated from observed gravity values.
 EH0684
 EH0684;                    North         East    Units  Estimated Accuracy
 EH0684;SPC MS W     -   533,960.      684,530.      MT  (+/- 180 meters Scaled)
 EH0684
 EH0684                          SUPERSEDED SURVEY CONTROL
 EH0684
 EH0684  NGVD 29 (??/??/??)   52.829  (m)          173.32   (f) ADJUSTED    2 2
 EH0684
 EH0684.Superseded values are not recommended for survey control.
 EH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0684.See file dsdata.txt to determine how the superseded data were derived.
 EH0684
 EH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT299999(NAD 83)
 EH0684_MARKER: DD = SURVEY DISK
 EH0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0684_SP_SET: CULVERT
 EH0684_STAMPING: BM 61V 231 1974
 EH0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0684
 EH0684  HISTORY     - Date     Condition        Report By
 EH0684  HISTORY     - 1974     MONUMENTED       MSHD
 EH0684  HISTORY     - 1981     GOOD             LOCSUR
 EH0684  HISTORY     - 20030623 POOR             USACE
 EH0684  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0684
 EH0684                          STATION DESCRIPTION
 EH0684
 EH0684'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0684'6.9 MI NNE FROM LYON.
 EH0684'THE MARK IS LOCATED 6.9 MILES NORTH-NORTHEAST OF LYON IN THE EAST
 EH0684'HEADWALL OF A BOX CULVERT, 9.8 MILES SOUTH OF THE CENTER OF LULA, 1.75
 EH0684'MILES NORTH OF FLETCHER FIELD IN THE SOUTHWEST 1/4 OF THE NORTHWEST
 EH0684'1/4 OF SECTION 10, T 28N, R 3W.  IT IS 27 FEET EAST OF THE CENTER OF
 EH0684'HIGHWAY 61, 130 FEET SOUTHWEST OF A POWER POLE, 608 FEET SOUTH OF A 4
 EH0684'FOOT OAK, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 EH0684'THE SOUTH END OF THE EAST HEADWALL OF A 3 X 3 FOOT CONCRETE BOX
 EH0684'CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. TO REACH
 EH0684'FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT THE EAST
 EH0684'EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61 FOR 5.9 MILES TO THE
 EH0684'ENTRANCE TO FLETCHER FIELD ON THE LEFT. CONTINUE NORTH ON U.S. HIGHWAY
 EH0684'61 FOR 1.75 MILES TO THE MARK ON THE RIGHT (0.55 MILE NORTH OF A
 EH0684'NARROW SIDE ROAD LEFT).
 EH0684
 EH0684                          STATION RECOVERY (1981)
 EH0684
 EH0684'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0684'RECOVERED IN GOOD CONDITION.
 EH0684
 EH0684                          STATION RECOVERY (2003)
 EH0684
 EH0684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0684'MARK DESTROYED. CULVERT NO LONGER EXISTS.
 EH0684
 EH0684                          STATION RECOVERY (2008)
 EH0684
 EH0684'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0332 ***********************************************************************
 EH0332  DESIGNATION -  61 V 232
 EH0332  PID         -  EH0332
 EH0332  STATE/COUNTY-  MS/COAHOMA
 EH0332  USGS QUAD   -  JONESTOWN (1969)
 EH0332
 EH0332                         *CURRENT SURVEY CONTROL
 EH0332  ___________________________________________________________________
 EH0332* NAD 83(1986)-  34 19 38.     (N)    090 29 50.     (W)     SCALED    
 EH0332* NAVD 88     -        53.381  (meters)     175.13   (feet)  ADJUSTED  
 EH0332  ___________________________________________________________________
 EH0332  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH0332  DYNAMIC HT  -          53.330 (meters)     174.97  (feet)  COMP
 EH0332  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 EH0332
 EH0332  VERT ORDER  -  SECOND    CLASS II
 EH0332
 EH0332.The horizontal coordinates were scaled from a topographic map and have
 EH0332.an estimated accuracy of +/- 6 seconds.
 EH0332
 EH0332.The orthometric height was determined by differential leveling
 EH0332.and adjusted in June 1991.
 EH0332
 EH0332.The geoid height was determined by GEOID03.
 EH0332
 EH0332.The dynamic height is computed by dividing the NAVD 88
 EH0332.geopotential number by the normal gravity value computed on the
 EH0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0332.degrees latitude (g = 980.6199 gals.).
 EH0332
 EH0332.The modeled gravity was interpolated from observed gravity values.
 EH0332
 EH0332;                    North         East    Units  Estimated Accuracy
 EH0332;SPC MS W     -   535,260.      684,920.      MT  (+/- 180 meters Scaled)
 EH0332
 EH0332                          SUPERSEDED SURVEY CONTROL
 EH0332
 EH0332  NGVD 29 (??/??/??)   53.433  (m)          175.30   (f) ADJUSTED    2 2
 EH0332
 EH0332.Superseded values are not recommended for survey control.
 EH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0332.See file dsdata.txt to determine how the superseded data were derived.
 EH0332
 EH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU302012(NAD 83)
 EH0332_MARKER: DD = SURVEY DISK
 EH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0332_SP_SET: CONCRETE POST
 EH0332_STAMPING: BM 61V 232 1974
 EH0332_MARK LOGO: MSHD  
 EH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0332+STABILITY: SURFACE MOTION
 EH0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0332+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1989
 EH0332
 EH0332  HISTORY     - Date     Condition        Report By
 EH0332  HISTORY     - 1974     MONUMENTED       MSHD
 EH0332  HISTORY     - 1981     GOOD             LOCSUR
 EH0332  HISTORY     - 19890816 GOOD             NGS
 EH0332  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0332
 EH0332                          STATION DESCRIPTION
 EH0332
 EH0332'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0332'7.9 MI NNE FROM LYON.
 EH0332'THE MARK IS LOCATED 7.9 MILES NORTH-NORTHEAST OF LYON IN THE SOUTHEAST
 EH0332'ANGLE OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO JONES TOWN WITH
 EH0332'U.S. HIGHWAY 61, 8.8 MILES SOUTH OF THE CENTER OF LULA, 2.8 MILES
 EH0332'NORTH OF FLETCHER FIELD IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
 EH0332'SECTION 3, T 28N, R 3W.  IT IS 71 FEET EAST OF THE CENTER OF HIGHWAY
 EH0332'61, 67 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 32 FEET
 EH0332'SOUTH-SOUTHWEST OF A FENCE CORNER, 39.5 FEET NORTH-NORTHEAST OF POWER
 EH0332'POLE NO. 885, 2 FEET EAST OF THE MALCOLM COMMER, JR. RANCH SIGN, 1.5
 EH0332'FEET WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST SET IN
 EH0332'THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 EH0332'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF
 EH0332'STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF CLARKSDALE GO
 EH0332'NORTH ON U.S. HIGHWAY 61 FOR 8.6 MILES TO A SIDE ROAD AND THE MARK ON
 EH0332'THE RIGHT.
 EH0332
 EH0332                          STATION RECOVERY (1981)
 EH0332
 EH0332'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0332'RECOVERED IN GOOD CONDITION.
 EH0332
 EH0332                          STATION RECOVERY (1989)
 EH0332
 EH0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH0332'MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED, BUT WAS
 EH0332'GOING TO BE DESTROYED BY ROAD CONSTRUCTION AND WAS RESET AT THIS DATE.
 EH0332'SEE DESCRIPTION FOR 61V 232 RESET 1989.
 EH0332
 EH0332                          STATION RECOVERY (2008)
 EH0332
 EH0332'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3097 ***********************************************************************
 EH3097  DESIGNATION -  61 V 232 RESET
 EH3097  PID         -  EH3097
 EH3097  STATE/COUNTY-  MS/COAHOMA
 EH3097  USGS QUAD   -  JONESTOWN (1969)
 EH3097
 EH3097                         *CURRENT SURVEY CONTROL
 EH3097  ___________________________________________________________________
 EH3097* NAD 83(1986)-  34 19 37.     (N)    090 29 50.     (W)     SCALED    
 EH3097* NAVD 88     -        53.21   (meters)     174.6    (feet)  RESET     
 EH3097  ___________________________________________________________________
 EH3097  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH3097  VERT ORDER  -  THIRD
 EH3097
 EH3097.The horizontal coordinates were scaled from a topographic map and have
 EH3097.an estimated accuracy of +/- 6 seconds.
 EH3097
 EH3097.The orthometric height was computed from unverified reset data.
 EH3097.No vertical observational check was made to the station.
 EH3097
 EH3097.The geoid height was determined by GEOID03.
 EH3097
 EH3097;                    North         East    Units  Estimated Accuracy
 EH3097;SPC MS W     -   535,220.      684,920.      MT  (+/- 180 meters Scaled)
 EH3097
 EH3097                          SUPERSEDED SURVEY CONTROL
 EH3097
 EH3097  NGVD 29 (08/12/04)   53.26   (m)          174.7    (f) RESET       3  
 EH3097
 EH3097.Superseded values are not recommended for survey control.
 EH3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3097.See file dsdata.txt to determine how the superseded data were derived.
 EH3097
 EH3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU302012(NAD 83)
 EH3097_MARKER: DV = VERTICAL CONTROL DISK
 EH3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3097_SP_SET: CONCRETE POST
 EH3097_STAMPING: 61V 232 RESET 1989
 EH3097_MARK LOGO: NGS   
 EH3097_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3097+STABILITY: SURFACE MOTION
 EH3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH3097+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EH3097
 EH3097  HISTORY     - Date     Condition        Report By
 EH3097  HISTORY     - 1989     MONUMENTED       NGS
 EH3097  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH3097
 EH3097                          STATION DESCRIPTION
 EH3097
 EH3097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EH3097'13.76 KM (8.55 MI) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH3097'STATE HIGHWAY 6 IN THE EAST EDGE OF CLARKSDALE TO THE MARK ON THE
 EH3097'RIGHT, JUST BEFORE REACHING A PAVED SIDEROAD ON THE RIGHT, 139.0 M
 EH3097'(456.0 FT) SOUTH OF THE CENTER OF PAVED SIDEROAD, 18.4 M (60.4 FT)
 EH3097'EAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 61, 5.5 M
 EH3097'(18.0 FT) NORTH OF A POWER POLE 0.4 M (1.3 FT) WEST OF METAL WITNESS
 EH3097'POST IN FENCELINE, 0.35 M (1.1 FT) SOUTH OF A CARSONITE WITNESS POST
 EH3097'AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND AND
 EH3097'ABOUT LEVEL WITH HIGHWAY.
 EH3097
 EH3097                          STATION RECOVERY (2008)
 EH3097
 EH3097'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0333 ***********************************************************************
 EH0333  DESIGNATION -  61 V 233
 EH0333  PID         -  EH0333
 EH0333  STATE/COUNTY-  MS/COAHOMA
 EH0333  USGS QUAD   -  JONESTOWN (1969)
 EH0333
 EH0333                         *CURRENT SURVEY CONTROL
 EH0333  ___________________________________________________________________
 EH0333* NAD 83(1986)-  34 20 22.     (N)    090 29 34.     (W)     SCALED    
 EH0333* NAVD 88     -        52.521  (meters)     172.31   (feet)  ADJUSTED  
 EH0333  ___________________________________________________________________
 EH0333  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EH0333  DYNAMIC HT  -          52.470 (meters)     172.15  (feet)  COMP
 EH0333  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EH0333
 EH0333  VERT ORDER  -  SECOND    CLASS II
 EH0333
 EH0333.The horizontal coordinates were scaled from a topographic map and have
 EH0333.an estimated accuracy of +/- 6 seconds.
 EH0333
 EH0333.The orthometric height was determined by differential leveling
 EH0333.and adjusted in June 1991.
 EH0333
 EH0333.The geoid height was determined by GEOID03.
 EH0333
 EH0333.The dynamic height is computed by dividing the NAVD 88
 EH0333.geopotential number by the normal gravity value computed on the
 EH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0333.degrees latitude (g = 980.6199 gals.).
 EH0333
 EH0333.The modeled gravity was interpolated from observed gravity values.
 EH0333
 EH0333;                    North         East    Units  Estimated Accuracy
 EH0333;SPC MS W     -   536,610.      685,330.      MT  (+/- 180 meters Scaled)
 EH0333
 EH0333                          SUPERSEDED SURVEY CONTROL
 EH0333
 EH0333  NGVD 29 (??/??/??)   52.571  (m)          172.48   (f) ADJUSTED    2 2
 EH0333
 EH0333.Superseded values are not recommended for survey control.
 EH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0333.See file dsdata.txt to determine how the superseded data were derived.
 EH0333
 EH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU306026(NAD 83)
 EH0333_MARKER: DD = SURVEY DISK
 EH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0333_STAMPING: BM 61V 233 1974
 EH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0333+STABILITY: SURFACE MOTION
 EH0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0333+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0333
 EH0333  HISTORY     - Date     Condition        Report By
 EH0333  HISTORY     - 1974     MONUMENTED       MSHD
 EH0333  HISTORY     - 1981     GOOD             LOCSUR
 EH0333  HISTORY     - 20030722 GOOD             USACE
 EH0333  HISTORY     - 20080130 GOOD             MSDOT
 EH0333
 EH0333                          STATION DESCRIPTION
 EH0333
 EH0333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0333'8 MI S FROM LULA.
 EH0333'THE MARK IS LOCATED ABOUT 8 MILES SOUTH OF THE CENTER OF LULA NEAR THE
 EH0333'SOUTHWEST CORNER OF A CYCLONE FENCE AROUND A POWER SUB-STATION, 8.7
 EH0333'MILES NORTH OF LYON IN THE SOUTHEAST 1/4 OF SECTION 34, T 29N, R 3W.
 EH0333'IT IS 200 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 100 FEET NORTH
 EH0333'OF THE CENTER OF THE ENTRANCE TO THE POWER SUB-STATION, 64 FEET
 EH0333'SOUTHEAST OF THE SOUTHEAST LEG OF A STEEL POWER LINE TOWER, 2 FEET
 EH0333'SOUTH OF THE SOUTHWEST CORNER OF THE CYCLONE FENCE, 3 FEET SOUTH OF A
 EH0333'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3
 EH0333'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO
 EH0333'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2
 EH0333'MILES SOUTHEAST OF LULA GO SOUTH ON US.  HIGHWAY 61 FOR 4.6 MILES TO A
 EH0333'CROSSROAD.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.55 MILES TO THE
 EH0333'POWER SUB-STATION AND THE MARK ON THE LEFT.  THE MARK ALSO CAN BE
 EH0333'REACHED FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT
 EH0333'THE EAST EDGE OF CLARKSDALE GO NORTH ON U.S. HIGHWAY 61 FOR 9.3 MILES
 EH0333'TO THE POWER SUB-STATION AND THE MARK ON THE RIGHT.
 EH0333
 EH0333                          STATION RECOVERY (1981)
 EH0333
 EH0333'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0333'RECOVERED IN GOOD CONDITION.
 EH0333
 EH0333                          STATION RECOVERY (2003)
 EH0333
 EH0333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0333'RECOVERED IN GOOD CONDITION.
 EH0333
 EH0333                          STATION RECOVERY (2008)
 EH0333
 EH0333'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0334 ***********************************************************************
 EH0334  DESIGNATION -  61 V 234
 EH0334  PID         -  EH0334
 EH0334  STATE/COUNTY-  MS/COAHOMA
 EH0334  USGS QUAD   -  JONESTOWN (1969)
 EH0334
 EH0334                         *CURRENT SURVEY CONTROL
 EH0334  ___________________________________________________________________
 EH0334* NAD 83(1986)-  34 20 52.     (N)    090 29 23.     (W)     SCALED    
 EH0334* NAVD 88     -        53.441  (meters)     175.33   (feet)  ADJUSTED  
 EH0334  ___________________________________________________________________
 EH0334  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EH0334  DYNAMIC HT  -          53.390 (meters)     175.16  (feet)  COMP
 EH0334  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH0334
 EH0334  VERT ORDER  -  SECOND    CLASS II
 EH0334
 EH0334.The horizontal coordinates were scaled from a topographic map and have
 EH0334.an estimated accuracy of +/- 6 seconds.
 EH0334
 EH0334.The orthometric height was determined by differential leveling
 EH0334.and adjusted in June 1991.
 EH0334
 EH0334.The geoid height was determined by GEOID03.
 EH0334
 EH0334.The dynamic height is computed by dividing the NAVD 88
 EH0334.geopotential number by the normal gravity value computed on the
 EH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0334.degrees latitude (g = 980.6199 gals.).
 EH0334
 EH0334.The modeled gravity was interpolated from observed gravity values.
 EH0334
 EH0334;                    North         East    Units  Estimated Accuracy
 EH0334;SPC MS W     -   537,530.      685,610.      MT  (+/- 180 meters Scaled)
 EH0334
 EH0334                          SUPERSEDED SURVEY CONTROL
 EH0334
 EH0334  NGVD 29 (??/??/??)   53.491  (m)          175.50   (f) ADJUSTED    2 2
 EH0334
 EH0334.Superseded values are not recommended for survey control.
 EH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0334.See file dsdata.txt to determine how the superseded data were derived.
 EH0334
 EH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU308035(NAD 83)
 EH0334_MARKER: DD = SURVEY DISK
 EH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0334_STAMPING: BM 61V 234 1974
 EH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0334+STABILITY: SURFACE MOTION
 EH0334
 EH0334  HISTORY     - Date     Condition        Report By
 EH0334  HISTORY     - 1974     MONUMENTED       MSHD
 EH0334  HISTORY     - 1981     GOOD             LOCSUR
 EH0334  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0334  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0334
 EH0334                          STATION DESCRIPTION
 EH0334
 EH0334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0334'7.4 MI S FROM LULA.
 EH0334'THE MARK IS LOCATED 7.4 MILES SOUTH OF THE CENTER OF LULA ON THE EAST
 EH0334'ROW OF U.S. HIGHWAY 61, 9.2 MILES NORTH-NORTHEAST OF LYON IN THE
 EH0334'NORTHEAST 1/4 OF SECTION 34, T 29N, R 3W.  IT IS 64 FEET EAST OF THE
 EH0334'CENTER OF HIGHWAY 61, 144 FEET NORTH OF THE NORTH ONE OF TWO LARGE
 EH0334'OAKS, 1.5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS
 EH0334'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1/2 FOOT BELOW THE
 EH0334'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE JUNCTION OF U.S.
 EH0334'HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO
 EH0334'SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MILES TO A CROSSROAD.  CONTINUE SOUTH
 EH0334'ON U.S. HIGHWAY 61 FOR 1 MILE TO THE MARK ON THE LEFT.
 EH0334
 EH0334                          STATION RECOVERY (1981)
 EH0334
 EH0334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0334'RECOVERED IN GOOD CONDITION.
 EH0334
 EH0334                          STATION RECOVERY (2003)
 EH0334
 EH0334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0334'MARK NOT FOUND.
 EH0334
 EH0334                          STATION RECOVERY (2008)
 EH0334
 EH0334'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0334'PARTIALLY DESTROYED CONCRETE MONUMENT WITH CAP STEM REMAINING WAS
 EH0334'FOUND 20 FEET SOUTHWEST OF A TOMBSTONE FOR A LOFTON. THE CAP ITSELF
 EH0334'WAS NOT FOUND. THE TOMBSTONE IS THE SOUTH ONE OF TWO GRAVES LOCATED
 EH0334'ALONG THE EAST ROW OF HWY 61
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0339 ***********************************************************************
 EH0339  DESIGNATION -  61 V 235
 EH0339  PID         -  EH0339
 EH0339  STATE/COUNTY-  MS/COAHOMA
 EH0339  USGS QUAD   -  JONESTOWN (1969)
 EH0339
 EH0339                         *CURRENT SURVEY CONTROL
 EH0339  ___________________________________________________________________
 EH0339* NAD 83(1986)-  34 22 22.     (N)    090 28 51.     (W)     SCALED    
 EH0339* NAVD 88     -        53.935  (meters)     176.95   (feet)  ADJUSTED  
 EH0339  ___________________________________________________________________
 EH0339  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH0339  DYNAMIC HT  -          53.882 (meters)     176.78  (feet)  COMP
 EH0339  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH0339
 EH0339  VERT ORDER  -  SECOND    CLASS II
 EH0339
 EH0339.The horizontal coordinates were scaled from a topographic map and have
 EH0339.an estimated accuracy of +/- 6 seconds.
 EH0339
 EH0339.The orthometric height was determined by differential leveling
 EH0339.and adjusted in June 1991.
 EH0339
 EH0339.The geoid height was determined by GEOID03.
 EH0339
 EH0339.The dynamic height is computed by dividing the NAVD 88
 EH0339.geopotential number by the normal gravity value computed on the
 EH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0339.degrees latitude (g = 980.6199 gals.).
 EH0339
 EH0339.The modeled gravity was interpolated from observed gravity values.
 EH0339
 EH0339;                    North         East    Units  Estimated Accuracy
 EH0339;SPC MS W     -   540,310.      686,430.      MT  (+/- 180 meters Scaled)
 EH0339
 EH0339                          SUPERSEDED SURVEY CONTROL
 EH0339
 EH0339  NGVD 29 (??/??/??)   53.982  (m)          177.11   (f) ADJUSTED    2 2
 EH0339
 EH0339.Superseded values are not recommended for survey control.
 EH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0339.See file dsdata.txt to determine how the superseded data were derived.
 EH0339
 EH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU316063(NAD 83)
 EH0339_MARKER: DD = SURVEY DISK
 EH0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0339_STAMPING: BM 61V 235 1974
 EH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0339+STABILITY: SURFACE MOTION
 EH0339
 EH0339  HISTORY     - Date     Condition        Report By
 EH0339  HISTORY     - 1974     MONUMENTED       MSHD
 EH0339  HISTORY     - 1981     GOOD             LOCSUR
 EH0339  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0339  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0339
 EH0339                          STATION DESCRIPTION
 EH0339
 EH0339'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0339'5.5 MI S FROM LULA.
 EH0339'THE MARK IS LOCATED 5.5 MILES SOUTH OF LULA IN THE EAST END OF THE
 EH0339'NORTH ABUTMENT OF A 70 FOOT CONCRETE BRIDGE IN THE SOUTHEAST 1/4 OF
 EH0339'THE NORTHWEST 1/4 OF SECTION 23, T 29N, R 3W.  IT IS 17 FEET
 EH0339'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 176 FEET
 EH0339'NORTH-NORTHWEST OF AN UNDERGROUND PIPELINE POST, 1.5 WEST OF A METAL
 EH0339'WITNESS POST SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE NORTHEAST
 EH0339'ABUTMENT OF A CONCRETE POST AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 EH0339'HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S.
 EH0339'HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY 61
 EH0339'FOR 2.9 MILES TO A CROSSROAD.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR
 EH0339'0.85 MILE TO THE BRIDGE AND THE MARK ON THE LEFT.
 EH0339
 EH0339                          STATION RECOVERY (1981)
 EH0339
 EH0339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0339'RECOVERED IN GOOD CONDITION.
 EH0339
 EH0339                          STATION RECOVERY (2003)
 EH0339
 EH0339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0339'MARK NOT FOUND.
 EH0339
 EH0339                          STATION RECOVERY (2008)
 EH0339
 EH0339'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0340 ***********************************************************************
 EH0340  DESIGNATION -  61 V 236
 EH0340  PID         -  EH0340
 EH0340  STATE/COUNTY-  MS/COAHOMA
 EH0340  USGS QUAD   -  LULA (1969)
 EH0340
 EH0340                         *CURRENT SURVEY CONTROL
 EH0340  ___________________________________________________________________
 EH0340* NAD 83(1986)-  34 23 02.     (N)    090 28 37.     (W)     SCALED    
 EH0340* NAVD 88     -        54.162  (meters)     177.70   (feet)  ADJUSTED  
 EH0340  ___________________________________________________________________
 EH0340  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH0340  DYNAMIC HT  -          54.110 (meters)     177.53  (feet)  COMP
 EH0340  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 EH0340
 EH0340  VERT ORDER  -  SECOND    CLASS II
 EH0340
 EH0340.The horizontal coordinates were scaled from a topographic map and have
 EH0340.an estimated accuracy of +/- 6 seconds.
 EH0340
 EH0340.The orthometric height was determined by differential leveling
 EH0340.and adjusted in June 1991.
 EH0340
 EH0340.The geoid height was determined by GEOID03.
 EH0340
 EH0340.The dynamic height is computed by dividing the NAVD 88
 EH0340.geopotential number by the normal gravity value computed on the
 EH0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0340.degrees latitude (g = 980.6199 gals.).
 EH0340
 EH0340.The modeled gravity was interpolated from observed gravity values.
 EH0340
 EH0340;                    North         East    Units  Estimated Accuracy
 EH0340;SPC MS W     -   541,540.      686,790.      MT  (+/- 180 meters Scaled)
 EH0340
 EH0340                          SUPERSEDED SURVEY CONTROL
 EH0340
 EH0340  NGVD 29 (??/??/??)   54.209  (m)          177.85   (f) ADJUSTED    2 2
 EH0340
 EH0340.Superseded values are not recommended for survey control.
 EH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0340.See file dsdata.txt to determine how the superseded data were derived.
 EH0340
 EH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU319076(NAD 83)
 EH0340_MARKER: DD = SURVEY DISK
 EH0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0340_STAMPING: BM 61V 236 1974
 EH0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0340+STABILITY: SURFACE MOTION
 EH0340
 EH0340  HISTORY     - Date     Condition        Report By
 EH0340  HISTORY     - 1974     MONUMENTED       MSHD
 EH0340  HISTORY     - 1981     GOOD             LOCSUR
 EH0340  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0340  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0340
 EH0340                          STATION DESCRIPTION
 EH0340
 EH0340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0340'4.7 MI S FROM LULA.
 EH0340'THE MARK IS LOCATED 4.7 MILES SOUTH OF THE CENTER OF LULA IN THE
 EH0340'NORTHEAST ANGLE OF A CROSSROAD IN THE NORTHWEST 1/4 OF THE SOUTHEAST
 EH0340'1/4 OF SECTION 14, T 29N, R 3W.  IT IS 56 FEET EAST-SOUTHEAST OF THE
 EH0340'CENTER OF HIGHWAY 61, 141 FEET NORTHWEST OF THE CENTER OF A BLACK TOP
 EH0340'ROAD, 300 FEET NORTHEAST OF THE CENTER OF A CROSSROAD, 123 FEET
 EH0340'NORTHWEST OF A 36 INCH SYCAMORE, 1.5 FEET SOUTH OF A POWER POLE, 1
 EH0340'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 EH0340'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 EH0340'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61
 EH0340'ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY 61 FOR 2.9
 EH0340'MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
 EH0340
 EH0340                          STATION RECOVERY (1981)
 EH0340
 EH0340'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0340'RECOVERED IN GOOD CONDITION.
 EH0340
 EH0340                          STATION RECOVERY (2003)
 EH0340
 EH0340'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0340'MARK NOT FOUND.
 EH0340
 EH0340                          STATION RECOVERY (2008)
 EH0340
 EH0340'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0341 ***********************************************************************
 EH0341  DESIGNATION -  61 V 237
 EH0341  PID         -  EH0341
 EH0341  STATE/COUNTY-  MS/COAHOMA
 EH0341  USGS QUAD   -  LULA (1969)
 EH0341
 EH0341                         *CURRENT SURVEY CONTROL
 EH0341  ___________________________________________________________________
 EH0341* NAD 83(1986)-  34 23 47.     (N)    090 28 20.     (W)     SCALED    
 EH0341* NAVD 88     -        51.804  (meters)     169.96   (feet)  ADJUSTED  
 EH0341  ___________________________________________________________________
 EH0341  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EH0341  DYNAMIC HT  -          51.754 (meters)     169.80  (feet)  COMP
 EH0341  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EH0341
 EH0341  VERT ORDER  -  SECOND    CLASS II
 EH0341
 EH0341.The horizontal coordinates were scaled from a topographic map and have
 EH0341.an estimated accuracy of +/- 6 seconds.
 EH0341
 EH0341.The orthometric height was determined by differential leveling
 EH0341.and adjusted in June 1991.
 EH0341
 EH0341.The geoid height was determined by GEOID03.
 EH0341
 EH0341.The dynamic height is computed by dividing the NAVD 88
 EH0341.geopotential number by the normal gravity value computed on the
 EH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0341.degrees latitude (g = 980.6199 gals.).
 EH0341
 EH0341.The modeled gravity was interpolated from observed gravity values.
 EH0341
 EH0341;                    North         East    Units  Estimated Accuracy
 EH0341;SPC MS W     -   542,920.      687,230.      MT  (+/- 180 meters Scaled)
 EH0341
 EH0341                          SUPERSEDED SURVEY CONTROL
 EH0341
 EH0341  NGVD 29 (??/??/??)   51.849  (m)          170.11   (f) ADJUSTED    2 2
 EH0341
 EH0341.Superseded values are not recommended for survey control.
 EH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0341.See file dsdata.txt to determine how the superseded data were derived.
 EH0341
 EH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU323090(NAD 83)
 EH0341_MARKER: DD = SURVEY DISK
 EH0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0341_SP_SET: CULVERT
 EH0341_STAMPING: BM 61V 237 1974
 EH0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0341
 EH0341  HISTORY     - Date     Condition        Report By
 EH0341  HISTORY     - 1974     MONUMENTED       MSHD
 EH0341  HISTORY     - 1981     GOOD             LOCSUR
 EH0341  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0341  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0341
 EH0341                          STATION DESCRIPTION
 EH0341
 EH0341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0341'3.9 MI S FROM LULA.
 EH0341'THE MARK IS LOCATED 3.9 MILES SOUTH OF LULA IN THE SOUTH END OF THE
 EH0341'EAST HEADWALL 3 X 1 FOOT CONCRETE BOX CULVERT IN THE SOUTHEAST 1/4 OF
 EH0341'SECTION 11, T 29N, R 3W.  IT IS 31 FEET EAST-SOUTHEAST OF THE CENTER
 EH0341'OF U.S. HIGHWAY 61, 47 FEET NORTHWEST OF POWER POLE NO. 1, 1 FOOT
 EH0341'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF
 EH0341'THE EAST HEADWALL OF A 3 X 1 FOOT CONCRETE BOX CULVERT AND IS ABOUT 5
 EH0341'FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF
 EH0341'U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO
 EH0341'SOUTH ON U.S. HIGHWAY 61 FOR 1.9 MILES TO THE MARK ON THE LEFT.
 EH0341
 EH0341                          STATION RECOVERY (1981)
 EH0341
 EH0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0341'RECOVERED IN GOOD CONDITION.
 EH0341
 EH0341                          STATION RECOVERY (2003)
 EH0341
 EH0341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0341'MARK NOT FOUND.
 EH0341
 EH0341                          STATION RECOVERY (2008)
 EH0341
 EH0341'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0342 ***********************************************************************
 EH0342  DESIGNATION -  61 V 238
 EH0342  PID         -  EH0342
 EH0342  STATE/COUNTY-  MS/COAHOMA
 EH0342  USGS QUAD   -  LULA (1969)
 EH0342
 EH0342                         *CURRENT SURVEY CONTROL
 EH0342  ___________________________________________________________________
 EH0342* NAD 83(1986)-  34 24 39.     (N)    090 28 01.     (W)     SCALED    
 EH0342* NAVD 88     -        51.495  (meters)     168.95   (feet)  ADJUSTED  
 EH0342  ___________________________________________________________________
 EH0342  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EH0342  DYNAMIC HT  -          51.445 (meters)     168.78  (feet)  COMP
 EH0342  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 EH0342
 EH0342  VERT ORDER  -  SECOND    CLASS II
 EH0342
 EH0342.The horizontal coordinates were scaled from a topographic map and have
 EH0342.an estimated accuracy of +/- 6 seconds.
 EH0342
 EH0342.The orthometric height was determined by differential leveling
 EH0342.and adjusted in June 1991.
 EH0342
 EH0342.The geoid height was determined by GEOID03.
 EH0342
 EH0342.The dynamic height is computed by dividing the NAVD 88
 EH0342.geopotential number by the normal gravity value computed on the
 EH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0342.degrees latitude (g = 980.6199 gals.).
 EH0342
 EH0342.The modeled gravity was interpolated from observed gravity values.
 EH0342
 EH0342;                    North         East    Units  Estimated Accuracy
 EH0342;SPC MS W     -   544,530.      687,720.      MT  (+/- 180 meters Scaled)
 EH0342
 EH0342                          SUPERSEDED SURVEY CONTROL
 EH0342
 EH0342  NGVD 29 (??/??/??)   51.539  (m)          169.09   (f) ADJUSTED    2 2
 EH0342
 EH0342.Superseded values are not recommended for survey control.
 EH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0342.See file dsdata.txt to determine how the superseded data were derived.
 EH0342
 EH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU328106(NAD 83)
 EH0342_MARKER: DD = SURVEY DISK
 EH0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0342_SP_SET: CULVERT
 EH0342_STAMPING: BM 61V 238 1974
 EH0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0342
 EH0342  HISTORY     - Date     Condition        Report By
 EH0342  HISTORY     - 1974     MONUMENTED       MSHD
 EH0342  HISTORY     - 1981     GOOD             LOCSUR
 EH0342  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0342  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0342
 EH0342                          STATION DESCRIPTION
 EH0342
 EH0342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0342'3 MI S FROM LULA.
 EH0342'THE MARK IS LOCATED 3 MILES SOUTH OF THE CENTER OF LULA IN THE NORTH
 EH0342'END OF THE EAST HEADWALL OF A 10 INCH CONCRETE PIPE CULVERT IN THE
 EH0342'SOUTHWEST 1/4 OF SECTION 1, T 29N, R 3W.  IT IS 31 FEET EAST-SOUTHEAST
 EH0342'OF THE CENTER OF HIGHWAY 61, 258 FEET NORTH-NORTHWEST OF POWER POLE
 EH0342'NO. 810, 94.5 FEET SOUTHEAST OF POWER POLE NO. 27, 1 FOOT SOUTH OF A
 EH0342'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 EH0342'HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT AND IS ABOUT 4 FEET BELOW
 EH0342'THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EH0342'49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON
 EH0342'U.S. HIGHWAY 61 FOR 0.85 MILES TO THE MARK ON THE LEFT.
 EH0342
 EH0342                          STATION RECOVERY (1981)
 EH0342
 EH0342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EH0342'RECOVERED IN GOOD CONDITION.
 EH0342
 EH0342                          STATION RECOVERY (2003)
 EH0342
 EH0342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0342'MARK NOT FOUND.
 EH0342
 EH0342                          STATION RECOVERY (2008)
 EH0342
 EH0342'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0343 ***********************************************************************
 EH0343  DESIGNATION -  61 V 239
 EH0343  PID         -  EH0343
 EH0343  STATE/COUNTY-  MS/COAHOMA
 EH0343  USGS QUAD   -  LULA (1969)
 EH0343
 EH0343                         *CURRENT SURVEY CONTROL
 EH0343  ___________________________________________________________________
 EH0343* NAD 83(1986)-  34 25 22.     (N)    090 27 44.     (W)     SCALED    
 EH0343* NAVD 88     -        53.094  (meters)     174.19   (feet)  ADJUSTED  
 EH0343  ___________________________________________________________________
 EH0343  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH0343  DYNAMIC HT  -          53.042 (meters)     174.02  (feet)  COMP
 EH0343  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EH0343
 EH0343  VERT ORDER  -  SECOND    CLASS II
 EH0343
 EH0343.The horizontal coordinates were scaled from a topographic map and have
 EH0343.an estimated accuracy of +/- 6 seconds.
 EH0343
 EH0343.The orthometric height was determined by differential leveling
 EH0343.and adjusted in June 1991.
 EH0343
 EH0343.The geoid height was determined by GEOID03.
 EH0343
 EH0343.The dynamic height is computed by dividing the NAVD 88
 EH0343.geopotential number by the normal gravity value computed on the
 EH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0343.degrees latitude (g = 980.6199 gals.).
 EH0343
 EH0343.The modeled gravity was interpolated from observed gravity values.
 EH0343
 EH0343;                    North         East    Units  Estimated Accuracy
 EH0343;SPC MS W     -   545,850.      688,150.      MT  (+/- 180 meters Scaled)
 EH0343
 EH0343                          SUPERSEDED SURVEY CONTROL
 EH0343
 EH0343  NGVD 29 (??/??/??)   53.136  (m)          174.33   (f) ADJUSTED    2 2
 EH0343
 EH0343.Superseded values are not recommended for survey control.
 EH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0343.See file dsdata.txt to determine how the superseded data were derived.
 EH0343
 EH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU332119(NAD 83)
 EH0343_MARKER: DD = SURVEY DISK
 EH0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0343_SP_SET: CULVERT
 EH0343_STAMPING: BM 61V 239 1974
 EH0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0343
 EH0343  HISTORY     - Date     Condition        Report By
 EH0343  HISTORY     - 1974     MONUMENTED       MSHD
 EH0343  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0343  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0343
 EH0343                          STATION DESCRIPTION
 EH0343
 EH0343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0343'2.2 MI S FROM LULA.
 EH0343'THE MARK IS LOCATED 2.2 MILES SOUTH OF LULA IN THE SOUTH END OF THE
 EH0343'EAST HEADWALL OF A 54 INCH CONCRETE PIPE CULVERT ABOUT 65 YARDS SOUTH
 EH0343'OF THE INTERSECTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 IN THE
 EH0343'SOUTHWEST 1/4 OF SECTION 36, T 30N, R 3W. IT IS 44 FEET EAST-SOUTHEAST
 EH0343'OF THE CENTER OF HIGHWAY 61, 194 FEET SOUTH-SOUTHEAST OF THE
 EH0343'INTERSECTION OF HIGHWAY 49 AND 61, 146.5 FEET NORTH OF A PIPE LINE
 EH0343'BREATHER PIPE, 114 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 800, 1 FOOT
 EH0343'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF
 EH0343'THE EAST HEADWALL OF A 54 INCH CONCRETE PIPE CULVERT AND IS ABOUT 3
 EH0343'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 EH0343
 EH0343                          STATION RECOVERY (2003)
 EH0343
 EH0343'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0343'MARK NOT FOUND.
 EH0343
 EH0343                          STATION RECOVERY (2008)
 EH0343
 EH0343'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1079 ***********************************************************************
 BW1079  DESIGNATION -  61 V 24
 BW1079  PID         -  BW1079
 BW1079  STATE/COUNTY-  MS/WILKINSON
 BW1079  USGS QUAD   -  DOLOROSO (1988)
 BW1079
 BW1079                         *CURRENT SURVEY CONTROL
 BW1079  ___________________________________________________________________
 BW1079* NAD 83(1986)-  31 16 01.     (N)    091 20 03.     (W)     SCALED    
 BW1079* NAVD 88     -        57.88   (+/-2cm)     189.9    (feet)  VERTCON   
 BW1079  ___________________________________________________________________
 BW1079  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW1079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1079
 BW1079.The horizontal coordinates were scaled from a topographic map and have
 BW1079.an estimated accuracy of +/- 6 seconds.
 BW1079
 BW1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1079.The vertical order pertains to the NGVD 29 superseded value.
 BW1079
 BW1079.The geoid height was determined by GEOID03.
 BW1079
 BW1079;                    North         East    Units  Estimated Accuracy
 BW1079;SPC MS W     -   196,300.      604,690.      MT  (+/- 180 meters Scaled)
 BW1079
 BW1079                          SUPERSEDED SURVEY CONTROL
 BW1079
 BW1079  NGVD 29 (??/??/92)   57.871  (m)          189.87   (f) ADJ UNCH    2 0
 BW1079
 BW1079.Superseded values are not recommended for survey control.
 BW1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1079.See file dsdata.txt to determine how the superseded data were derived.
 BW1079
 BW1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ585603(NAD 83)
 BW1079_MARKER: DD = SURVEY DISK
 BW1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1079_STAMPING: BM 61V-24 1969
 BW1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1079+STABILITY: SURFACE MOTION
 BW1079
 BW1079  HISTORY     - Date     Condition        Report By
 BW1079  HISTORY     - 1969     MONUMENTED       MSHD
 BW1079
 BW1079                          STATION DESCRIPTION
 BW1079
 BW1079'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1079'11.5 MI NW FROM WOODVILLE.
 BW1079'THE MARK IS LOCATED 11.5 MILES NORTHWEST OF WOODVILLE ON THE EAST
 BW1079'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 76 FEET NORTHEAST OF THE
 BW1079'CENTER OF HIGHWAY 61, 23 FEET NORTHEAST OF THE NORTH POST OF A LARGE
 BW1079'SIGN, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 BW1079'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 BW1079'6 INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN
 BW1079'WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO
 BW1079'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE
 BW1079'ON U.S. HIGHWAY 61 FOR 13.2 MILES TO A CROSSROADS.  CONTINUE NORTHWEST
 BW1079'ON U.S. HIGHWAY 61 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0347 ***********************************************************************
 EH0347  DESIGNATION -  61 V 240
 EH0347  PID         -  EH0347
 EH0347  STATE/COUNTY-  MS/COAHOMA
 EH0347  USGS QUAD   -  LULA (1969)
 EH0347
 EH0347                         *CURRENT SURVEY CONTROL
 EH0347  ___________________________________________________________________
 EH0347* NAD 83(1986)-  34 25 47.     (N)    090 27 37.     (W)     SCALED    
 EH0347* NAVD 88     -        53.877  (meters)     176.76   (feet)  ADJUSTED  
 EH0347  ___________________________________________________________________
 EH0347  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EH0347  DYNAMIC HT  -          53.825 (meters)     176.59  (feet)  COMP
 EH0347  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EH0347
 EH0347  VERT ORDER  -  SECOND    CLASS II
 EH0347
 EH0347.The horizontal coordinates were scaled from a topographic map and have
 EH0347.an estimated accuracy of +/- 6 seconds.
 EH0347
 EH0347.The orthometric height was determined by differential leveling
 EH0347.and adjusted in June 1991.
 EH0347
 EH0347.The geoid height was determined by GEOID03.
 EH0347
 EH0347.The dynamic height is computed by dividing the NAVD 88
 EH0347.geopotential number by the normal gravity value computed on the
 EH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0347.degrees latitude (g = 980.6199 gals.).
 EH0347
 EH0347.The modeled gravity was interpolated from observed gravity values.
 EH0347
 EH0347;                    North         East    Units  Estimated Accuracy
 EH0347;SPC MS W     -   546,620.      688,330.      MT  (+/- 180 meters Scaled)
 EH0347
 EH0347                          SUPERSEDED SURVEY CONTROL
 EH0347
 EH0347  NGVD 29 (??/??/??)   53.919  (m)          176.90   (f) ADJUSTED    2 2
 EH0347
 EH0347.Superseded values are not recommended for survey control.
 EH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0347.See file dsdata.txt to determine how the superseded data were derived.
 EH0347
 EH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU333127(NAD 83)
 EH0347_MARKER: DD = SURVEY DISK
 EH0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0347_SP_SET: CULVERT
 EH0347_STAMPING: BM 61V 240 1974
 EH0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0347
 EH0347  HISTORY     - Date     Condition        Report By
 EH0347  HISTORY     - 1974     MONUMENTED       MSHD
 EH0347  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0347  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0347
 EH0347                          STATION DESCRIPTION
 EH0347
 EH0347'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0347'1.9 MI SE FROM LULA.
 EH0347'THE MARK IS LOCATED 1.9 MILES SOUTHEAST OF LULA IN THE SOUTHEAST ANGLE
 EH0347'OF A CROSSROAD IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX
 EH0347'CULVERT, 0.35 MILE SOUTH OF A RAILROAD CROSSING IN THE SOUTHEAST 1/4
 EH0347'OF THE NORTHWEST 1/4 OF SECTION 36, T 30N, R 3W.  IT IS 382 FEET
 EH0347'NORTH-NORTHEAST OF THE CENTER OF THE ENTRANCE TO A CEMETERY, 196 FEET
 EH0347'SOUTH OF THE CENTER OF A CROSSROAD, 191 FEET SOUTH-SOUTHWEST OF THE
 EH0347'CENTER OF A BLACK TOP ROAD, 27.5 FEET EAST-SOUTHEAST OF THE CENTER OF
 EH0347'HIGHWAY 61, 140 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 791, 1 FOOT
 EH0347'SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF
 EH0347'THE EAST HEADWALL OF A 10 X 6 FOOT BOX CULVERT AND IS ABOUT 1/2 FOOT
 EH0347'BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S.
 EH0347'HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO
 EH0347'NORTH ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 EH0347
 EH0347                          STATION RECOVERY (2003)
 EH0347
 EH0347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0347'MARK NOT FOUND.
 EH0347
 EH0347                          STATION RECOVERY (2008)
 EH0347
 EH0347'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0348 ***********************************************************************
 EH0348  DESIGNATION -  61 V 241
 EH0348  PID         -  EH0348
 EH0348  STATE/COUNTY-  MS/COAHOMA
 EH0348  USGS QUAD   -  LULA (1969)
 EH0348
 EH0348                         *CURRENT SURVEY CONTROL
 EH0348  ___________________________________________________________________
 EH0348* NAD 83(1986)-  34 26 37.     (N)    090 27 18.     (W)     SCALED    
 EH0348* NAVD 88     -        54.312  (meters)     178.19   (feet)  ADJUSTED  
 EH0348  ___________________________________________________________________
 EH0348  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EH0348  DYNAMIC HT  -          54.260 (meters)     178.02  (feet)  COMP
 EH0348  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EH0348
 EH0348  VERT ORDER  -  SECOND    CLASS II
 EH0348
 EH0348.The horizontal coordinates were scaled from a topographic map and have
 EH0348.an estimated accuracy of +/- 6 seconds.
 EH0348
 EH0348.The orthometric height was determined by differential leveling
 EH0348.and adjusted in June 1991.
 EH0348
 EH0348.The geoid height was determined by GEOID03.
 EH0348
 EH0348.The dynamic height is computed by dividing the NAVD 88
 EH0348.geopotential number by the normal gravity value computed on the
 EH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0348.degrees latitude (g = 980.6199 gals.).
 EH0348
 EH0348.The modeled gravity was interpolated from observed gravity values.
 EH0348
 EH0348;                    North         East    Units  Estimated Accuracy
 EH0348;SPC MS W     -   548,160.      688,820.      MT  (+/- 180 meters Scaled)
 EH0348
 EH0348                          SUPERSEDED SURVEY CONTROL
 EH0348
 EH0348  NGVD 29 (??/??/??)   54.352  (m)          178.32   (f) ADJUSTED    2 2
 EH0348
 EH0348.Superseded values are not recommended for survey control.
 EH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0348.See file dsdata.txt to determine how the superseded data were derived.
 EH0348
 EH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU338142(NAD 83)
 EH0348_MARKER: DD = SURVEY DISK
 EH0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0348_SP_SET: CULVERT
 EH0348_STAMPING: BM 61V 241 1974
 EH0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0348
 EH0348  HISTORY     - Date     Condition        Report By
 EH0348  HISTORY     - 1974     MONUMENTED       MSHD
 EH0348  HISTORY     - 20030722 MARK NOT FOUND   USACE
 EH0348  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0348
 EH0348                          STATION DESCRIPTION
 EH0348
 EH0348'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0348'1.4 MI ESE FROM LULA.
 EH0348'THE MARK IS LOCATED 1.4 MILES EAST-SOUTHEAST OF THE CENTER OF LULA IN
 EH0348'THE EAST HEADWALL OF A CONCRETE BOX CULVERT IN THE NORTHEAST ANGLE OF
 EH0348'THE JUNCTION OF A NARROW GRAVELED ROAD WITH U.S.HIGHWAY 61, 0.85 MILE
 EH0348'SOUTH OF THE COAHOMA-TUNICA COUNTY LINE IN THE NORTHEAST 1/4 OF
 EH0348'SECTION 25, T 30N, R 3W.  IT IS 27.5 FEET EAST OF THE CENTER OF
 EH0348'HIGHWAY 61, 25 FEET NORTH OF THE CENTER OF A NARROW GRAVELED ROAD,
 EH0348'69.5 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 783, 1 FOOT NORTHEAST OF A
 EH0348'METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST
 EH0348'HEADWALL OF A 6 X 4 FOOT BOX CULVERT AND IS ABOUT 1/2 FOOT BELOW THE
 EH0348'LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH0348'AND U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO NORTH ON U.S.
 EH0348'HIGHWAY 61 FOR 1.45 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 EH0348
 EH0348                          STATION RECOVERY (2003)
 EH0348
 EH0348'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0348'MARK NOT FOUND.
 EH0348
 EH0348                          STATION RECOVERY (2008)
 EH0348
 EH0348'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1080 ***********************************************************************
 BW1080  DESIGNATION -  61 V 25
 BW1080  PID         -  BW1080
 BW1080  STATE/COUNTY-  MS/WILKINSON
 BW1080  USGS QUAD   -  DOLOROSO (1988)
 BW1080
 BW1080                         *CURRENT SURVEY CONTROL
 BW1080  ___________________________________________________________________
 BW1080* NAD 83(1986)-  31 16 36.     (N)    091 20 47.     (W)     SCALED    
 BW1080* NAVD 88     -        87.81   (+/-2cm)     288.1    (feet)  VERTCON   
 BW1080  ___________________________________________________________________
 BW1080  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW1080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1080
 BW1080.The horizontal coordinates were scaled from a topographic map and have
 BW1080.an estimated accuracy of +/- 6 seconds.
 BW1080
 BW1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1080.The vertical order pertains to the NGVD 29 superseded value.
 BW1080
 BW1080.The geoid height was determined by GEOID03.
 BW1080
 BW1080;                    North         East    Units  Estimated Accuracy
 BW1080;SPC MS W     -   197,390.      603,530.      MT  (+/- 180 meters Scaled)
 BW1080
 BW1080                          SUPERSEDED SURVEY CONTROL
 BW1080
 BW1080  NGVD 29 (??/??/92)   87.790  (m)          288.02   (f) ADJ UNCH    2 0
 BW1080
 BW1080.Superseded values are not recommended for survey control.
 BW1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1080.See file dsdata.txt to determine how the superseded data were derived.
 BW1080
 BW1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ574614(NAD 83)
 BW1080_MARKER: DD = SURVEY DISK
 BW1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1080_STAMPING: BM 61V-25 1969
 BW1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1080+STABILITY: SURFACE MOTION
 BW1080
 BW1080  HISTORY     - Date     Condition        Report By
 BW1080  HISTORY     - 1969     MONUMENTED       MSHD
 BW1080
 BW1080                          STATION DESCRIPTION
 BW1080
 BW1080'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1080'12.3 MI NW FROM WOODVILLE.
 BW1080'THE MARK IS LOCATED 12.3 MILES NORTHWEST OF WOODVILLE ON THE WEST
 BW1080'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 86 FEET SOUTHWEST OF THE
 BW1080'CENTER OF HIGHWAY 61, 21 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD,
 BW1080'53 FEET WEST OF A 20 INCH OAK, 2 FEET NORTHWEST OF A METAL WITNESS
 BW1080'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 20 FEET
 BW1080'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 8 INCHES.  NOTE-- TO REACH
 BW1080'FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE, GO EAST ON MAIN
 BW1080'STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF U.S.
 BW1080'HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR
 BW1080'13.2 MILES TO A CROSSROADS.  CONTINUE NORTHWEST ON U.S. HIGHWAY 61 FOR
 BW1080'1.35 MILES TO A TRACK ROAD, THENCE SOUTHWEST ON A TRACK ROAD FOR ABOUT
 BW1080'100 FEET TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1081 ***********************************************************************
 BW1081  DESIGNATION -  61 V 26
 BW1081  PID         -  BW1081
 BW1081  STATE/COUNTY-  MS/WILKINSON
 BW1081  USGS QUAD   -  DOLOROSO (1988)
 BW1081
 BW1081                         *CURRENT SURVEY CONTROL
 BW1081  ___________________________________________________________________
 BW1081* NAD 83(1986)-  31 17 31.     (N)    091 21 15.     (W)     SCALED    
 BW1081* NAVD 88     -        95.96   (+/-2cm)     314.8    (feet)  VERTCON   
 BW1081  ___________________________________________________________________
 BW1081  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW1081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1081
 BW1081.The horizontal coordinates were scaled from a topographic map and have
 BW1081.an estimated accuracy of +/- 6 seconds.
 BW1081
 BW1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1081.The vertical order pertains to the NGVD 29 superseded value.
 BW1081
 BW1081.The geoid height was determined by GEOID03.
 BW1081
 BW1081;                    North         East    Units  Estimated Accuracy
 BW1081;SPC MS W     -   199,090.      602,810.      MT  (+/- 180 meters Scaled)
 BW1081
 BW1081                          SUPERSEDED SURVEY CONTROL
 BW1081
 BW1081  NGVD 29 (??/??/92)   95.943  (m)          314.77   (f) ADJ UNCH    2 0
 BW1081
 BW1081.Superseded values are not recommended for survey control.
 BW1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1081.See file dsdata.txt to determine how the superseded data were derived.
 BW1081
 BW1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ566631(NAD 83)
 BW1081_MARKER: DD = SURVEY DISK
 BW1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1081_STAMPING: BM 61V-26 1969
 BW1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1081+STABILITY: SURFACE MOTION
 BW1081
 BW1081  HISTORY     - Date     Condition        Report By
 BW1081  HISTORY     - 1969     MONUMENTED       MSHD
 BW1081
 BW1081                          STATION DESCRIPTION
 BW1081
 BW1081'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1081'13.2 MI NW FROM WOODVILLE.
 BW1081'THE MARK IS LOCATED 13.2 MILES NORTHWEST OF WOODVILLE NEAR THE EAST
 BW1081'CORNER OF A CYCLONE FENCE AROUND A HIGHWAY BARN.  IT IS 2.5 FEET
 BW1081'SOUTHEAST OF THE EAST CORNER OF A CYCLONE FENCE AROUND A HIGHWAY
 BW1081'MAINTENANCE BARN, 62 FEET NORTH OF A POWER LINE POLE WITH A
 BW1081'TRANSFORMER, 1.5 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1 FOOT EAST
 BW1081'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW1081'POST PROJECTING 4 INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY
 BW1081'COURTHOUSE IN WOODVILLE GO EAST ON  MAIN STREET (STATE HIGHWAY 24) FOR
 BW1081'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH)
 BW1081'AND CONTINUE ON U.S. HIGHWAY 61 FOR 13.2 MILES TO A CROSSROADS.
 BW1081'CONTINUE NORTHWEST ON U.S. HIGHWAY 61 FOR 2.5 MILES TO A HIGHWAY BARN
 BW1081'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1083 ***********************************************************************
 BW1083  DESIGNATION -  61 V 28
 BW1083  PID         -  BW1083
 BW1083  STATE/COUNTY-  MS/WILKINSON
 BW1083  USGS QUAD   -  DOLOROSO (1988)
 BW1083
 BW1083                         *CURRENT SURVEY CONTROL
 BW1083  ___________________________________________________________________
 BW1083* NAD 83(1986)-  31 18 46.     (N)    091 21 31.     (W)     SCALED    
 BW1083* NAVD 88     -        73.21   (+/-2cm)     240.2    (feet)  VERTCON   
 BW1083  ___________________________________________________________________
 BW1083  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW1083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1083
 BW1083.The horizontal coordinates were scaled from a topographic map and have
 BW1083.an estimated accuracy of +/- 6 seconds.
 BW1083
 BW1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1083.The vertical order pertains to the NGVD 29 superseded value.
 BW1083
 BW1083.The geoid height was determined by GEOID03.
 BW1083
 BW1083;                    North         East    Units  Estimated Accuracy
 BW1083;SPC MS W     -   201,410.      602,410.      MT  (+/- 180 meters Scaled)
 BW1083
 BW1083                          SUPERSEDED SURVEY CONTROL
 BW1083
 BW1083  NGVD 29 (??/??/92)   73.198  (m)          240.15   (f) ADJ UNCH    2 0
 BW1083
 BW1083.Superseded values are not recommended for survey control.
 BW1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1083.See file dsdata.txt to determine how the superseded data were derived.
 BW1083
 BW1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ561654(NAD 83)
 BW1083_MARKER: DB = BENCH MARK DISK
 BW1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1083_STAMPING: BM 61V-28 1969
 BW1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1083+STABILITY: SURFACE MOTION
 BW1083
 BW1083  HISTORY     - Date     Condition        Report By
 BW1083  HISTORY     - 1969     MONUMENTED       MSHD
 BW1083
 BW1083                          STATION DESCRIPTION
 BW1083
 BW1083'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1083'14.7 MI NW FROM WOODVILLE.
 BW1083'THE MARK IS LOCATED 14.7 MILES NORTHWEST OF WOODVILLE ON THE WEST
 BW1083'RIGHT-OF-WAY OF U.S. HIGHWAY 61 ABOUT 100 YARDS SOUTH OF A SMALL
 BW1083'STORE, 0.25 MILE NORTH OF THE CROSSROADS AT DOLOROSO.  IT IS 68 FEET
 BW1083'WEST OF THE CENTER OF HIGHWAY 61, 15 FEET SOUTH OF THE CENTER OF A
 BW1083'TRACK ROAD, 44 FEET SOUTHWEST OF THE EAST POST FOR EOLA HOTEL SIGN, 1
 BW1083'FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW1083'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW1083'3 INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN
 BW1083'WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO
 BW1083'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE
 BW1083'ON U.S. HIGHWAY 61 FOR 16.35 MILES TO A CROSSROADS. CONTINUE NORTH ON
 BW1083'U.S. HIGHWAY 61 FOR 0.25 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1084 ***********************************************************************
 BW1084  DESIGNATION -  61 V 29
 BW1084  PID         -  BW1084
 BW1084  STATE/COUNTY-  MS/WILKINSON
 BW1084  USGS QUAD   -  DOLOROSO (1988)
 BW1084
 BW1084                         *CURRENT SURVEY CONTROL
 BW1084  ___________________________________________________________________
 BW1084* NAD 83(1986)-  31 19 37.     (N)    091 21 19.     (W)     SCALED    
 BW1084* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 BW1084  ___________________________________________________________________
 BW1084  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1084
 BW1084.The horizontal coordinates were scaled from a topographic map and have
 BW1084.an estimated accuracy of +/- 6 seconds.
 BW1084
 BW1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1084.The vertical order pertains to the NGVD 29 superseded value.
 BW1084
 BW1084.The geoid height was determined by GEOID03.
 BW1084
 BW1084;                    North         East    Units  Estimated Accuracy
 BW1084;SPC MS W     -   202,980.      602,740.      MT  (+/- 180 meters Scaled)
 BW1084
 BW1084                          SUPERSEDED SURVEY CONTROL
 BW1084
 BW1084  NGVD 29 (??/??/92)   25.834  (m)           84.76   (f) ADJ UNCH    2 0
 BW1084
 BW1084.Superseded values are not recommended for survey control.
 BW1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1084.See file dsdata.txt to determine how the superseded data were derived.
 BW1084
 BW1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ564670(NAD 83)
 BW1084_MARKER: DD = SURVEY DISK
 BW1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1084_STAMPING: BM 61V-29 1969
 BW1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1084+STABILITY: SURFACE MOTION
 BW1084
 BW1084  HISTORY     - Date     Condition        Report By
 BW1084  HISTORY     - 1969     MONUMENTED       MSHD
 BW1084
 BW1084                          STATION DESCRIPTION
 BW1084
 BW1084'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1084'15.6 MI NW FROM WOODVILLE.
 BW1084'THE MARK IS LOCATED 15.6 MILES NORTHWEST OF WOODVILLE ON LAND OWNED BY
 BW1084'LAWRENCE MINOR.  IT IS 212 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61,
 BW1084'48.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PORCH OF A FRAME HOUSE,
 BW1084'33 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL STORE, 88 FEET EAST OF
 BW1084'THE CENTER OF A GRAVELED ROAD, 4 FEET EAST OF A LAMP POLE, 1.5 FEET
 BW1084'NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP
 BW1084'OF A 12 INCH ROUND CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE
 BW1084'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE WILKINSON
 BW1084'COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY
 BW1084'24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT
 BW1084'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 16.35 MILES TO A
 BW1084'CROSSROADS.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1.2 MILES TO A SIDE
 BW1084'ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1052 ***********************************************************************
 BW1052  DESIGNATION -  61 V 3
 BW1052  PID         -  BW1052
 BW1052  STATE/COUNTY-  MS/WILKINSON
 BW1052  USGS QUAD   -  WOODVILLE (1988)
 BW1052
 BW1052                         *CURRENT SURVEY CONTROL
 BW1052  ___________________________________________________________________
 BW1052* NAD 83(1986)-  31 01 17.     (N)    091 20 13.     (W)     SCALED    
 BW1052* NAVD 88     -       103.46   (+/-2cm)     339.4    (feet)  VERTCON   
 BW1052  ___________________________________________________________________
 BW1052  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BW1052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1052
 BW1052.The horizontal coordinates were scaled from a topographic map and have
 BW1052.an estimated accuracy of +/- 6 seconds.
 BW1052
 BW1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1052.The vertical order pertains to the NGVD 29 superseded value.
 BW1052
 BW1052.The geoid height was determined by GEOID03.
 BW1052
 BW1052;                    North         East    Units  Estimated Accuracy
 BW1052;SPC MS W     -   169,080.      604,180.      MT  (+/- 180 meters Scaled)
 BW1052
 BW1052                          SUPERSEDED SURVEY CONTROL
 BW1052
 BW1052  NGVD 29 (??/??/92)  103.42   (m)          339.3    (f) COMPUTED    2 0
 BW1052
 BW1052.Superseded values are not recommended for survey control.
 BW1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1052.See file dsdata.txt to determine how the superseded data were derived.
 BW1052
 BW1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ587331(NAD 83)
 BW1052_MARKER: DD = SURVEY DISK
 BW1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1052_STAMPING: BM 61V-3 1969
 BW1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1052+STABILITY: SURFACE MOTION
 BW1052
 BW1052  HISTORY     - Date     Condition        Report By
 BW1052  HISTORY     - 1969     MONUMENTED       MSHD
 BW1052
 BW1052                          STATION DESCRIPTION
 BW1052
 BW1052'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1052'6.3 MI SW FROM WOODVILLE.
 BW1052'THE MARK IS LOCATED 6.3 MILES SOUTHWEST OF WOODVILLE ON THE EAST
 BW1052'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 1.5 MILES NORTH OF THE
 BW1052'MISSISSIPPI-LOUISIANA STATE LINE.  IT IS 57 FEET EAST OF THE CENTER OF
 BW1052'HIGHWAY 61, 44 FEET NORTH OF THE CENTER OF A PASTURE ROAD, 1.5 FEET
 BW1052'SOUTH OF A POWER LINE POLE, 4.5 FEET WEST OF A FENCE, 1.5 FEET NORTH
 BW1052'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW1052'POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4
 BW1052'INCHES.  NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN
 BW1052'WOODVILLE, GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO
 BW1052'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE
 BW1052'ON U.S. HIGHWAY 61 FOR 5.4 MILES TO A PRIVATE SIDE ROAD LEFT. CONTINUE
 BW1052'SOUTH ON U.S. HIGHWAY 61 FOR 1.2 MILES TO A PASTURE ROAD AND THE MARK
 BW1052'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1085 ***********************************************************************
 BW1085  DESIGNATION -  61 V 30
 BW1085  PID         -  BW1085
 BW1085  STATE/COUNTY-  MS/WILKINSON
 BW1085  USGS QUAD   -  DOLOROSO (1988)
 BW1085
 BW1085                         *CURRENT SURVEY CONTROL
 BW1085  ___________________________________________________________________
 BW1085* NAD 83(1986)-  31 19 51.     (N)    091 21 34.     (W)     SCALED    
 BW1085* NAVD 88     -        25.56   (+/-2cm)      83.9    (feet)  VERTCON   
 BW1085  ___________________________________________________________________
 BW1085  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1085
 BW1085.The horizontal coordinates were scaled from a topographic map and have
 BW1085.an estimated accuracy of +/- 6 seconds.
 BW1085
 BW1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1085.The vertical order pertains to the NGVD 29 superseded value.
 BW1085
 BW1085.The geoid height was determined by GEOID03.
 BW1085
 BW1085;                    North         East    Units  Estimated Accuracy
 BW1085;SPC MS W     -   203,410.      602,340.      MT  (+/- 180 meters Scaled)
 BW1085
 BW1085                          SUPERSEDED SURVEY CONTROL
 BW1085
 BW1085  NGVD 29 (??/??/92)   25.553  (m)           83.84   (f) ADJ UNCH    2 0
 BW1085
 BW1085.Superseded values are not recommended for survey control.
 BW1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1085.See file dsdata.txt to determine how the superseded data were derived.
 BW1085
 BW1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ560674(NAD 83)
 BW1085_MARKER: DD = SURVEY DISK
 BW1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1085_SP_SET: BRIDGE
 BW1085_STAMPING: BM 61V-30 1969
 BW1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1085
 BW1085  HISTORY     - Date     Condition        Report By
 BW1085  HISTORY     - 1969     MONUMENTED       MSHD
 BW1085
 BW1085                          STATION DESCRIPTION
 BW1085
 BW1085'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1085'16.0 MI NW FROM WOODVILLE.
 BW1085'THE MARK IS LOCATED 16 MILES NORTHWEST OF WOODVILLE IN THE WEST END OF
 BW1085'THE SOUTH ABUTMENT OF THE CONCRETE BRIDGE OVER THE HOMOCHITTO RIVER,
 BW1085'16 MILES SOUTH OF NATCHEZ.  IT IS 15 FEET SOUTHWEST OF THE CENTER OF
 BW1085'U.S. HIGHWAY 61, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, SET IN A
 BW1085'DRILLED HOLE IN THE WEST END OF THE SOUTH ABUTMENT OF THE CONCRETE
 BW1085'BRIDGE OVER THE HOMOCHITTO RIVER.  NOTE-- TO REACH FROM THE WILKINSON
 BW1085'COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY
 BW1085'24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT
 BW1085'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 16.4 MILES TO A
 BW1085'CROSSROADS.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1.65 MILES TO THE
 BW1085'SOUTH END OF THE HOMOCHITTO RIVER BRIDGE AND THE MARK ON THE LEFT AS
 BW1085'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1086 ***********************************************************************
 BW1086  DESIGNATION -  61 V 31
 BW1086  PID         -  BW1086
 BW1086  STATE/COUNTY-  MS/WILKINSON
 BW1086  USGS QUAD   -  DOLOROSO (1988)
 BW1086
 BW1086                         *CURRENT SURVEY CONTROL
 BW1086  ___________________________________________________________________
 BW1086* NAD 83(1986)-  31 19 55.     (N)    091 21 38.     (W)     SCALED    
 BW1086* NAVD 88     -        26.06   (+/-2cm)      85.5    (feet)  VERTCON   
 BW1086  ___________________________________________________________________
 BW1086  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW1086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1086
 BW1086.The horizontal coordinates were scaled from a topographic map and have
 BW1086.an estimated accuracy of +/- 6 seconds.
 BW1086
 BW1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1086.The vertical order pertains to the NGVD 29 superseded value.
 BW1086
 BW1086.The geoid height was determined by GEOID03.
 BW1086
 BW1086;                    North         East    Units  Estimated Accuracy
 BW1086;SPC MS W     -   203,530.      602,240.      MT  (+/- 180 meters Scaled)
 BW1086
 BW1086                          SUPERSEDED SURVEY CONTROL
 BW1086
 BW1086  NGVD 29 (??/??/92)   26.047  (m)           85.46   (f) ADJ UNCH    2 0
 BW1086
 BW1086.Superseded values are not recommended for survey control.
 BW1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1086.See file dsdata.txt to determine how the superseded data were derived.
 BW1086
 BW1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ559675(NAD 83)
 BW1086_MARKER: DD = SURVEY DISK
 BW1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1086_SP_SET: BRIDGE
 BW1086_STAMPING: BM 61V-31 1969
 BW1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1086
 BW1086  HISTORY     - Date     Condition        Report By
 BW1086  HISTORY     - 1969     MONUMENTED       MSHD
 BW1086
 BW1086                          STATION DESCRIPTION
 BW1086
 BW1086'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1086'15.6 MI S FROM NATCHEZ.
 BW1086'THE MARK IS LOCATED 15.6 MILES SOUTH OF NATCHEZ IN THE EAST END OF THE
 BW1086'NORTH ABUTMENT OF THE CONCRETE BRIDGE OVER THE HOMOCHITTO RIVER, 16.3
 BW1086'MILES NORTH OF WOODVILLE.  IT IS 15 FEET EAST OF THE CENTER OF HIGHWAY
 BW1086'61, 2 FEET SOUTH OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE
 BW1086'EAST END OF THE NORTH ABUTMENT OF THE CONCRETE BRIDGE OVER
 BW1086'THE HOMOCHITTO RIVER AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO
 BW1086'REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON
 BW1086'MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF
 BW1086'U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61
 BW1086'FOR 16.4 MILES TO A CROSSROADS.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 BW1086'2 MILES TO THE NORTH END OF THE HOMOCHITTO RIVER BRIDGE AND THE MARK
 BW1086'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1087 ***********************************************************************
 BW1087  DESIGNATION -  61 V 32
 BW1087  PID         -  BW1087
 BW1087  STATE/COUNTY-  MS/ADAMS
 BW1087  USGS QUAD   -  DOLOROSO (1988)
 BW1087
 BW1087                         *CURRENT SURVEY CONTROL
 BW1087  ___________________________________________________________________
 BW1087* NAD 83(1986)-  31 20 27.     (N)    091 22 29.     (W)     SCALED    
 BW1087* NAVD 88     -        25.60   (+/-2cm)      84.0    (feet)  VERTCON   
 BW1087  ___________________________________________________________________
 BW1087  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BW1087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1087
 BW1087.The horizontal coordinates were scaled from a topographic map and have
 BW1087.an estimated accuracy of +/- 6 seconds.
 BW1087
 BW1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1087.The vertical order pertains to the NGVD 29 superseded value.
 BW1087
 BW1087.The geoid height was determined by GEOID03.
 BW1087
 BW1087;                    North         East    Units  Estimated Accuracy
 BW1087;SPC MS W     -   204,530.      600,900.      MT  (+/- 180 meters Scaled)
 BW1087
 BW1087                          SUPERSEDED SURVEY CONTROL
 BW1087
 BW1087  NGVD 29 (??/??/92)   25.596  (m)           83.98   (f) ADJ UNCH    2 0
 BW1087
 BW1087.Superseded values are not recommended for survey control.
 BW1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1087.See file dsdata.txt to determine how the superseded data were derived.
 BW1087
 BW1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ546685(NAD 83)
 BW1087_MARKER: DD = SURVEY DISK
 BW1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1087_SP_SET: BRIDGE
 BW1087_STAMPING: BM 61V-32 1969
 BW1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1087
 BW1087  HISTORY     - Date     Condition        Report By
 BW1087  HISTORY     - 1969     MONUMENTED       MSHD
 BW1087
 BW1087                          STATION DESCRIPTION
 BW1087
 BW1087'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1087'14.8 MI S FROM NATCHEZ.
 BW1087'THE MARK IS LOCATED 14.8 MILES SOUTH OF NATCHEZ IN THE EAST END OF THE
 BW1087'NORTH ABUTMENT OF A CONCRETE BRIDGE, 1.1 MILES NORTHWEST OF THE BRIDGE
 BW1087'OVER THE HOMOCHITTO RIVER.  IT IS 14 FEET EAST NORTHEAST OF THE CENTER
 BW1087'OF HIGHWAY 61, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, SET IN A
 BW1087'DRILL HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE
 BW1087'AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1087'JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY
 BW1087'61, 98 AND 84 AT THE SOUTHEAST EDGE OF NATCHEZ, GO SOUTHEAST ON U.S.
 BW1087'HIGHWAY 61 FOR 11.2 MILES TO A SIDE ROAD AND THE POST OFFICE AT
 BW1087'SIBLEY.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 2.85 MILES TO THE
 BW1087'BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1089 ***********************************************************************
 BW1089  DESIGNATION -  61 V 34
 BW1089  PID         -  BW1089
 BW1089  STATE/COUNTY-  MS/ADAMS
 BW1089  USGS QUAD   -  BUCK ISLAND (1988)
 BW1089
 BW1089                         *CURRENT SURVEY CONTROL
 BW1089  ___________________________________________________________________
 BW1089* NAD 83(1986)-  31 21 41.     (N)    091 23 29.     (W)     SCALED    
 BW1089* NAVD 88     -        50.06   (+/-2cm)     164.2    (feet)  VERTCON   
 BW1089  ___________________________________________________________________
 BW1089  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW1089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1089
 BW1089.The horizontal coordinates were scaled from a topographic map and have
 BW1089.an estimated accuracy of +/- 6 seconds.
 BW1089
 BW1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1089.The vertical order pertains to the NGVD 29 superseded value.
 BW1089
 BW1089.The geoid height was determined by GEOID03.
 BW1089
 BW1089;                    North         East    Units  Estimated Accuracy
 BW1089;SPC MS W     -   206,830.      599,340.      MT  (+/- 180 meters Scaled)
 BW1089
 BW1089                          SUPERSEDED SURVEY CONTROL
 BW1089
 BW1089  NGVD 29 (??/??/92)   50.050  (m)          164.21   (f) ADJ UNCH    2 0
 BW1089
 BW1089.Superseded values are not recommended for survey control.
 BW1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1089.See file dsdata.txt to determine how the superseded data were derived.
 BW1089
 BW1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ529707(NAD 83)
 BW1089_MARKER: DD = SURVEY DISK
 BW1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1089_STAMPING: BM 61V-34 1969
 BW1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1089+STABILITY: SURFACE MOTION
 BW1089
 BW1089  HISTORY     - Date     Condition        Report By
 BW1089  HISTORY     - 1969     MONUMENTED       MSHD
 BW1089
 BW1089                          STATION DESCRIPTION
 BW1089
 BW1089'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1089'13.4 MI S FROM NATCHEZ.
 BW1089'THE MARK IS LOCATED 13.4 MILES SOUTH OF NATCHEZ IN THE NORTHEAST
 BW1089'CORNER OF THE GROUNDS OF A CHURCH, 2 MILES SOUTH OF SIBLEY.  IT IS 53
 BW1089'FEET WEST OF THE CENTER OF HIGHWAY 61, 165.5 FEET NORTH OF THE
 BW1089'NORTHEAST CORNER OF A WHITE ASBESTOS CHURCH, 113 FEET SOUTH SOUTHEAST
 BW1089'OF A UTILITY POLE, 70 FEET NORTHEAST OF A 12 INCH PECAN, 2 FEET SOUTH
 BW1089'OF A FENCE CORNER , 45 FEET EAST OF THE EXTENDED WEST WALL OF THE
 BW1089'CHURCH, 2 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BW1089'INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 BW1089'AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE JEFFERSON DAVIS
 BW1089'MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 NEAR
 BW1089'THE SOUTHEAST EDGE OF NATCHEZ, GO SOUTHEAST ON U.S. HIGHWAY 61 FOR
 BW1089'11.2 MILES TO A SIDE ROAD AND THE POST OFFICE AT SIBLEY. CONTINUE
 BW1089'SOUTH ON U.S. HIGHWAY 61 FOR 1 MILE TO THE CHURCH AND THE MARK ON THE
 BW1089'RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1090 ***********************************************************************
 BW1090  DESIGNATION -  61 V 35
 BW1090  PID         -  BW1090
 BW1090  STATE/COUNTY-  MS/ADAMS
 BW1090  USGS QUAD   -  BUCK ISLAND (1988)
 BW1090
 BW1090                         *CURRENT SURVEY CONTROL
 BW1090  ___________________________________________________________________
 BW1090* NAD 83(1986)-  31 22 22.     (N)    091 23 41.     (W)     SCALED    
 BW1090* NAVD 88     -        39.24   (+/-2cm)     128.7    (feet)  VERTCON   
 BW1090  ___________________________________________________________________
 BW1090  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BW1090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1090
 BW1090.The horizontal coordinates were scaled from a topographic map and have
 BW1090.an estimated accuracy of +/- 6 seconds.
 BW1090
 BW1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1090.The vertical order pertains to the NGVD 29 superseded value.
 BW1090
 BW1090.The geoid height was determined by GEOID03.
 BW1090
 BW1090;                    North         East    Units  Estimated Accuracy
 BW1090;SPC MS W     -   208,090.      599,030.      MT  (+/- 180 meters Scaled)
 BW1090
 BW1090                          SUPERSEDED SURVEY CONTROL
 BW1090
 BW1090  NGVD 29 (??/??/92)   39.235  (m)          128.72   (f) ADJ UNCH    2 0
 BW1090
 BW1090.Superseded values are not recommended for survey control.
 BW1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1090.See file dsdata.txt to determine how the superseded data were derived.
 BW1090
 BW1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ526720(NAD 83)
 BW1090_MARKER: DD = SURVEY DISK
 BW1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1090_STAMPING: BM 61V-35 1969
 BW1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1090+STABILITY: SURFACE MOTION
 BW1090
 BW1090  HISTORY     - Date     Condition        Report By
 BW1090  HISTORY     - 1969     MONUMENTED       MSHD
 BW1090
 BW1090                          STATION DESCRIPTION
 BW1090
 BW1090'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1090'12.7 MI S FROM NATCHEZ.
 BW1090'THE MARK IS LOCATED 12.7 MILES SOUTH OF NATCHEZ ON THE EAST
 BW1090'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.3 MILE SOUTH OF THE POST OFFICE AT
 BW1090'SIBLEY.  IT IS 53 FEET EAST OF THE CENTER OF HIGHWAY 61, 80 FEET NORTH
 BW1090'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL FRAME STORE, 35 FEET
 BW1090'NORTHWEST OF A 12 INCH CHINABERRY, 5 FEET NORTHEAST OF THE EAST POST
 BW1090'OF THE PERKINS GROCERY SIGN, 6 FEET WEST OF A FENCE CORNER, 22 FEET
 BW1090'SOUTHWEST OF A 9 INCH PECAN, 2 FEET SOUTHEAST OF A METAL WITNESS POST,
 BW1090'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BW1090'HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON
 BW1090'DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY 61, 98 AND
 BW1090'84 AT THE SOUTHEAST EDGE OF NATCHEZ GO SOUTHEAST ON U.S. HIGHWAY 61
 BW1090'FOR 11.2 MILES TO A SIDE ROAD AND THE POST OFFICE ON THE RIGHT AT
 BW1090'SIBLEY.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.3 MILE TO THE MARK ON
 BW1090'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1091 ***********************************************************************
 BW1091  DESIGNATION -  61 V 36
 BW1091  PID         -  BW1091
 BW1091  STATE/COUNTY-  MS/ADAMS
 BW1091  USGS QUAD   -  SIBLEY (1988)
 BW1091
 BW1091                         *CURRENT SURVEY CONTROL
 BW1091  ___________________________________________________________________
 BW1091* NAD 83(1986)-  31 23 01.     (N)    091 23 42.     (W)     SCALED    
 BW1091* NAVD 88     -        39.54   (+/-2cm)     129.7    (feet)  VERTCON   
 BW1091  ___________________________________________________________________
 BW1091  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BW1091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1091
 BW1091.The horizontal coordinates were scaled from a topographic map and have
 BW1091.an estimated accuracy of +/- 6 seconds.
 BW1091
 BW1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1091.The vertical order pertains to the NGVD 29 superseded value.
 BW1091
 BW1091.The geoid height was determined by GEOID03.
 BW1091
 BW1091;                    North         East    Units  Estimated Accuracy
 BW1091;SPC MS W     -   209,290.      599,020.      MT  (+/- 180 meters Scaled)
 BW1091
 BW1091                          SUPERSEDED SURVEY CONTROL
 BW1091
 BW1091  NGVD 29 (??/??/92)   39.535  (m)          129.71   (f) ADJ UNCH    2 0
 BW1091
 BW1091.Superseded values are not recommended for survey control.
 BW1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1091.See file dsdata.txt to determine how the superseded data were derived.
 BW1091
 BW1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ526732(NAD 83)
 BW1091_MARKER: DD = SURVEY DISK
 BW1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1091_STAMPING: BM 61V-36 1969
 BW1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1091+STABILITY: SURFACE MOTION
 BW1091
 BW1091  HISTORY     - Date     Condition        Report By
 BW1091  HISTORY     - 1969     MONUMENTED       MSHD
 BW1091
 BW1091                          STATION DESCRIPTION
 BW1091
 BW1091'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1091'11.9 MI S FROM NATCHEZ.
 BW1091'THE MARK IS LOCATED 11.9 MILES SOUTH OF NATCHEZ ON THE WEST
 BW1091'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.4 MILE NORTH OF THE POST OFFICE AT
 BW1091'SIBLEY.  IT IS 53 FEET WEST OF THE CENTER OF HIGHWAY 61, 54 FEET
 BW1091'SOUTHWEST OF THE WEST END OF A 24 INCH CONCRETE PIPE CULVERT, 7 FEET
 BW1091'SOUTH OF A T FENCE CORNER, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 BW1091'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW1091'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.
 BW1091'NOTE-- TO REACH FROM THE JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE
 BW1091'JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 AT THE SOUTHEAST EDGE OF
 BW1091'NATCHEZ GO SOUTHEAST ON U.S. HIGHWAY 61 FOR 3.5 MILES TO THE JUNCTION
 BW1091'OF KINGSTON ROAD.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 6.6 MILES TO
 BW1091'A CROSSROADS.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 BW1091'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1092 ***********************************************************************
 BW1092  DESIGNATION -  61 V 37
 BW1092  PID         -  BW1092
 BW1092  STATE/COUNTY-  MS/ADAMS
 BW1092  USGS QUAD   -  SIBLEY (1988)
 BW1092
 BW1092                         *CURRENT SURVEY CONTROL
 BW1092  ___________________________________________________________________
 BW1092* NAD 83(1986)-  31 23 45.     (N)    091 23 35.     (W)     SCALED    
 BW1092* NAVD 88     -        40.86   (+/-2cm)     134.1    (feet)  VERTCON   
 BW1092  ___________________________________________________________________
 BW1092  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW1092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1092
 BW1092.The horizontal coordinates were scaled from a topographic map and have
 BW1092.an estimated accuracy of +/- 6 seconds.
 BW1092
 BW1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1092.The vertical order pertains to the NGVD 29 superseded value.
 BW1092
 BW1092.The geoid height was determined by GEOID03.
 BW1092
 BW1092;                    North         East    Units  Estimated Accuracy
 BW1092;SPC MS W     -   210,650.      599,220.      MT  (+/- 180 meters Scaled)
 BW1092
 BW1092                          SUPERSEDED SURVEY CONTROL
 BW1092
 BW1092  NGVD 29 (??/??/92)   40.851  (m)          134.03   (f) ADJ UNCH    2 0
 BW1092
 BW1092.Superseded values are not recommended for survey control.
 BW1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1092.See file dsdata.txt to determine how the superseded data were derived.
 BW1092
 BW1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ527745(NAD 83)
 BW1092_MARKER: DD = SURVEY DISK
 BW1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1092_STAMPING: BM 61V-37 1969
 BW1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1092+STABILITY: SURFACE MOTION
 BW1092
 BW1092  HISTORY     - Date     Condition        Report By
 BW1092  HISTORY     - 1969     MONUMENTED       MSHD
 BW1092
 BW1092                          STATION DESCRIPTION
 BW1092
 BW1092'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1092'11.1 MI S FROM NATCHEZ.
 BW1092'THE MARK IS LOCATED 11.1 MILES SOUTH OF NATCHEZ ON THE WEST
 BW1092'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 7 MILES WEST SOUTHWEST OF KINGSTON.
 BW1092'IT IS 54 FEET WEST OF THE CENTER OF HIGHWAY 61, 14 FEET NORTHEAST OF
 BW1092'THE CENTER OF A TRACK ROAD, 93 FEET WEST OF THE SOUTH ONE OF TWO LONE
 BW1092'PECAN TREES ON THE EAST RIGHT-OF-WAY OF THE HIGHWAY, 5.5 FEET
 BW1092'SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER AND GUY WIRE, 1.5
 BW1092'FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW1092'ROUND CONCRETE POST ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS
 BW1092'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JEFFERSON DAVIS
 BW1092'MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 AT
 BW1092'THE SOUTHEAST EDGE OF NATCHEZ, GO SOUTHEAST ON U.S. HIGHWAY 61 FOR 3.5
 BW1092'MILES TO THE JUNCTION OF KINGSTON ROAD.  CONTINUE SOUTH ON U.S.
 BW1092'HIGHWAY 61 FOR 6 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON U.S.
 BW1092'HIGHWAY 61 FOR 0.35 MILE TO A TRACK ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1093 ***********************************************************************
 BW1093  DESIGNATION -  61 V 38
 BW1093  PID         -  BW1093
 BW1093  STATE/COUNTY-  MS/ADAMS
 BW1093  USGS QUAD   -  SIBLEY (1988)
 BW1093
 BW1093                         *CURRENT SURVEY CONTROL
 BW1093  ___________________________________________________________________
 BW1093* NAD 83(1986)-  31 24 30.     (N)    091 23 29.     (W)     SCALED    
 BW1093* NAVD 88     -        39.78   (+/-2cm)     130.5    (feet)  VERTCON   
 BW1093  ___________________________________________________________________
 BW1093  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BW1093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1093
 BW1093.The horizontal coordinates were scaled from a topographic map and have
 BW1093.an estimated accuracy of +/- 6 seconds.
 BW1093
 BW1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1093.The vertical order pertains to the NGVD 29 superseded value.
 BW1093
 BW1093.The geoid height was determined by GEOID03.
 BW1093
 BW1093;                    North         East    Units  Estimated Accuracy
 BW1093;SPC MS W     -   212,030.      599,390.      MT  (+/- 180 meters Scaled)
 BW1093
 BW1093                          SUPERSEDED SURVEY CONTROL
 BW1093
 BW1093  NGVD 29 (??/??/92)   39.774  (m)          130.49   (f) ADJ UNCH    2 0
 BW1093
 BW1093.Superseded values are not recommended for survey control.
 BW1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1093.See file dsdata.txt to determine how the superseded data were derived.
 BW1093
 BW1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ529759(NAD 83)
 BW1093_MARKER: DD = SURVEY DISK
 BW1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1093_SP_SET: BRIDGE
 BW1093_STAMPING: BM 61V-38 1969
 BW1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1093
 BW1093  HISTORY     - Date     Condition        Report By
 BW1093  HISTORY     - 1969     MONUMENTED       MSHD
 BW1093
 BW1093                          STATION DESCRIPTION
 BW1093
 BW1093'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1093'10.2 MI S FROM NATCHEZ.
 BW1093'THE MARK IS LOCATED 10.2 MILES SOUTH OF NATCHEZ IN THE EAST END OF THE
 BW1093'NORTH ABUTMENT OF A CONCRETE BRIDGE, 6.8 MILES WEST OF KINGSTON. IT IS
 BW1093'14.5 FEET EAST OF THE CENTER OF HIGHWAY 61, 1 FOOT SOUTHEAST OF A
 BW1093'METAL WITNESS POST, SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 BW1093'ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 BW1093'NOTE-- TO REACH FROM THE JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE
 BW1093'JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 AT THE SOUTHEAST EDGE OF
 BW1093'NATCHEZ GO SOUTHEAST ON U.S. HIGHWAY 61 FOR 3.5 MILES TO THE JUNCTION
 BW1093'OF KINGSTON ROAD.  CONTINUE SOUTH ON U.S HIGHWAY 61 FOR 5 MILES TO A
 BW1093'SIDE ROAD RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.4 MILE TO
 BW1093'THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1094 ***********************************************************************
 BW1094  DESIGNATION -  61 V 39
 BW1094  PID         -  BW1094
 BW1094  STATE/COUNTY-  MS/ADAMS
 BW1094  USGS QUAD   -  SIBLEY (1988)
 BW1094
 BW1094                         *CURRENT SURVEY CONTROL
 BW1094  ___________________________________________________________________
 BW1094* NAD 83(1986)-  31 25 14.     (N)    091 23 25.     (W)     SCALED    
 BW1094* NAVD 88     -        43.15   (+/-2cm)     141.6    (feet)  VERTCON   
 BW1094  ___________________________________________________________________
 BW1094  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW1094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1094
 BW1094.The horizontal coordinates were scaled from a topographic map and have
 BW1094.an estimated accuracy of +/- 6 seconds.
 BW1094
 BW1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1094.The vertical order pertains to the NGVD 29 superseded value.
 BW1094
 BW1094.The geoid height was determined by GEOID03.
 BW1094
 BW1094;                    North         East    Units  Estimated Accuracy
 BW1094;SPC MS W     -   213,390.      599,510.      MT  (+/- 180 meters Scaled)
 BW1094
 BW1094                          SUPERSEDED SURVEY CONTROL
 BW1094
 BW1094  NGVD 29 (??/??/92)   43.14   (m)          141.5    (f) COMPUTED    2 0
 BW1094
 BW1094.Superseded values are not recommended for survey control.
 BW1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1094.See file dsdata.txt to determine how the superseded data were derived.
 BW1094
 BW1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ530773(NAD 83)
 BW1094_MARKER: DD = SURVEY DISK
 BW1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1094_SP_SET: BRIDGE
 BW1094_STAMPING: BM 61V-39 1969
 BW1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1094
 BW1094  HISTORY     - Date     Condition        Report By
 BW1094  HISTORY     - 1969     MONUMENTED       MSHD
 BW1094
 BW1094                          STATION DESCRIPTION
 BW1094
 BW1094'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1094'9.4 MI S FROM NATCHEZ.
 BW1094'THE MARK IS LOCATED 9.4 MILES SOUTH OF NATCHEZ IN THE EAST END OF THE
 BW1094'NORTH ABUTMENT OF A CONCRETE BRIDGE, 6.3 MILES WEST OF KINGSTON.  IT
 BW1094'IS 15 FEET EAST OF THE CENTER OF HIGHWAY 61, 120.5 FEET SOUTHEAST OF
 BW1094'POWER LINE POLE NO. 146, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN
 BW1094'A DRILLED HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE
 BW1094'BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1094'JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY
 BW1094'61, 98 AND 84 AT THE SOUTHEAST EDGE OF NATCHEZ, GO SOUTHEAST ON U.S.
 BW1094'HIGHWAY 61 FOR 3.5 MILES TO THE JUNCTION OF KINGSTON ROAD.  CONTINUE
 BW1094'SOUTH ON U.S. HIGHWAY 61 FOR 3.15 MILES TO A SIDE ROAD RIGHT. CONTINUE
 BW1094'SOUTH ON U.S. HIGHWAY 61 FOR 1.4 MILES TO THE BRIDGE AND THE MARK ON
 BW1094'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1053 ***********************************************************************
 BW1053  DESIGNATION -  61 V 4
 BW1053  PID         -  BW1053
 BW1053  STATE/COUNTY-  MS/WILKINSON
 BW1053  USGS QUAD   -  WOODVILLE (1988)
 BW1053
 BW1053                         *CURRENT SURVEY CONTROL
 BW1053  ___________________________________________________________________
 BW1053* NAD 83(1986)-  31 01 59.     (N)    091 19 51.     (W)     SCALED    
 BW1053* NAVD 88     -        91.90   (+/-2cm)     301.5    (feet)  VERTCON   
 BW1053  ___________________________________________________________________
 BW1053  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1053
 BW1053.The horizontal coordinates were scaled from a topographic map and have
 BW1053.an estimated accuracy of +/- 6 seconds.
 BW1053
 BW1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1053.The vertical order pertains to the NGVD 29 superseded value.
 BW1053
 BW1053.The geoid height was determined by GEOID03.
 BW1053
 BW1053;                    North         East    Units  Estimated Accuracy
 BW1053;SPC MS W     -   170,370.      604,770.      MT  (+/- 180 meters Scaled)
 BW1053
 BW1053                          SUPERSEDED SURVEY CONTROL
 BW1053
 BW1053  NGVD 29 (??/??/92)   91.86   (m)          301.4    (f) COMPUTED    2 0
 BW1053
 BW1053.Superseded values are not recommended for survey control.
 BW1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1053.See file dsdata.txt to determine how the superseded data were derived.
 BW1053
 BW1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ593344(NAD 83)
 BW1053_MARKER: DD = SURVEY DISK
 BW1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1053_SP_SET: CULVERT
 BW1053_STAMPING: BM 61V-4 1969
 BW1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1053
 BW1053  HISTORY     - Date     Condition        Report By
 BW1053  HISTORY     - 1969     MONUMENTED       MSHD
 BW1053
 BW1053                          STATION DESCRIPTION
 BW1053
 BW1053'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1053'5.3 MI SW FROM WOODVILLE.
 BW1053'THE MARK IS LOCATED 5.3 MILES SOUTHWEST OF WOODVILLE IN THE NORTH END
 BW1053'OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 27 FEET WEST OF
 BW1053'THE CENTER OF HIGHWAY 61, 1.5 FEET SOUTH OF A METAL WITNESS POST, SET
 BW1053'IN A DRILLED HOLE IN THE NORTH END OF THE WEST HEADWALL OF AN 8X4 FOOT
 BW1053'CONCRETE BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
 BW1053'NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO
 BW1053'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1053'INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON
 BW1053'U.S. HIGHWAY 61 FOR 5.4 MILES TO A PRIVATE SIDE ROAD LEFT. CONTINUE
 BW1053'SOUTH ON U.S. HIGHWAY 61 FOR 0.3 MILE TO THE CULVERT AND THE MARK ON
 BW1053'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1095 ***********************************************************************
 BW1095  DESIGNATION -  61 V 40
 BW1095  PID         -  BW1095
 BW1095  STATE/COUNTY-  MS/ADAMS
 BW1095  USGS QUAD   -  SIBLEY (1988)
 BW1095
 BW1095                         *CURRENT SURVEY CONTROL
 BW1095  ___________________________________________________________________
 BW1095* NAD 83(1986)-  31 26 09.     (N)    091 23 18.     (W)     SCALED    
 BW1095* NAVD 88     -        51.48   (+/-2cm)     168.9    (feet)  VERTCON   
 BW1095  ___________________________________________________________________
 BW1095  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BW1095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1095
 BW1095.The horizontal coordinates were scaled from a topographic map and have
 BW1095.an estimated accuracy of +/- 6 seconds.
 BW1095
 BW1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1095.The vertical order pertains to the NGVD 29 superseded value.
 BW1095
 BW1095.The geoid height was determined by GEOID03.
 BW1095
 BW1095;                    North         East    Units  Estimated Accuracy
 BW1095;SPC MS W     -   215,080.      599,710.      MT  (+/- 180 meters Scaled)
 BW1095
 BW1095                          SUPERSEDED SURVEY CONTROL
 BW1095
 BW1095  NGVD 29 (??/??/92)   51.47   (m)          168.9    (f) COMPUTED    2 0
 BW1095
 BW1095.Superseded values are not recommended for survey control.
 BW1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1095.See file dsdata.txt to determine how the superseded data were derived.
 BW1095
 BW1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ531790(NAD 83)
 BW1095_MARKER: DD = SURVEY DISK
 BW1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1095_STAMPING: BM 61V-40 1969
 BW1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1095+STABILITY: SURFACE MOTION
 BW1095
 BW1095  HISTORY     - Date     Condition        Report By
 BW1095  HISTORY     - 1969     MONUMENTED       MSHD
 BW1095
 BW1095                          STATION DESCRIPTION
 BW1095
 BW1095'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1095'8.5 MI S FROM NATCHEZ.
 BW1095'THE MARK IS LOCATED 8.5 MILES SOUTH OF NATCHEZ ON THE EAST
 BW1095'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 6.8 MILES NORTHWEST OF KINGSTON.  IT
 BW1095'IS 47 FEET EAST OF THE CENTER OF HIGHWAY 61, 103 FEET NORTHEAST OF THE
 BW1095'NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT, 9 FEET SOUTH
 BW1095'OF THE CENTER OF THE ENTRANCE TO A FIELD, 26 FEET NORTHEAST OF A 14
 BW1095'INCH PECAN, 10 FEET NORTH OF A 14 INCH TWIN OAK, 11 FEET NORTH OF A 16
 BW1095'INCH OAK, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A METAL WITNESS
 BW1095'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH
 BW1095'THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON
 BW1095'DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY 61, 98 AND
 BW1095'84 AT SOUTHEAST EDGE OF NATCHEZ, GO SOUTHEAST ON U.S. HIGHWAY 61 FOR
 BW1095'3.5 MILES TO THE JUNCTION OF KINGSTON ROAD. CONTINUE SOUTH ON U.S.
 BW1095'HIGHWAY 61 FOR 3.15 MILES TO A SIDE ROAD RIGHT. CONTINUE SOUTH ON U.S.
 BW1095'HIGHWAY 61 FOR 0.4 MILE TO THE ENTRANCE TO A FIELD AND THE MARK ON THE
 BW1095'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1096 ***********************************************************************
 BW1096  DESIGNATION -  61 V 41
 BW1096  PID         -  BW1096
 BW1096  STATE/COUNTY-  MS/ADAMS
 BW1096  USGS QUAD   -  SIBLEY (1988)
 BW1096
 BW1096                         *CURRENT SURVEY CONTROL
 BW1096  ___________________________________________________________________
 BW1096* NAD 83(1986)-  31 26 46.     (N)    091 23 05.     (W)     SCALED    
 BW1096* NAVD 88     -        61.24   (+/-2cm)     200.9    (feet)  VERTCON   
 BW1096  ___________________________________________________________________
 BW1096  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BW1096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1096
 BW1096.The horizontal coordinates were scaled from a topographic map and have
 BW1096.an estimated accuracy of +/- 6 seconds.
 BW1096
 BW1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1096.The vertical order pertains to the NGVD 29 superseded value.
 BW1096
 BW1096.The geoid height was determined by GEOID03.
 BW1096
 BW1096;                    North         East    Units  Estimated Accuracy
 BW1096;SPC MS W     -   216,210.      600,060.      MT  (+/- 180 meters Scaled)
 BW1096
 BW1096                          SUPERSEDED SURVEY CONTROL
 BW1096
 BW1096  NGVD 29 (??/??/92)   61.23   (m)          200.9    (f) COMPUTED    2 0
 BW1096
 BW1096.Superseded values are not recommended for survey control.
 BW1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1096.See file dsdata.txt to determine how the superseded data were derived.
 BW1096
 BW1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ534801(NAD 83)
 BW1096_MARKER: DD = SURVEY DISK
 BW1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1096_STAMPING: BM 61V-41 1969
 BW1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1096+STABILITY: SURFACE MOTION
 BW1096
 BW1096  HISTORY     - Date     Condition        Report By
 BW1096  HISTORY     - 1969     MONUMENTED       MSHD
 BW1096
 BW1096                          STATION DESCRIPTION
 BW1096
 BW1096'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1096'7.7 MI S FROM NATCHEZ.
 BW1096'THE MARK IS LOCATED 7.7 MILES SOUTH OF NATCHEZ ON THE WEST
 BW1096'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 6.8 MILES NORTHEAST OF KINGSTON.  IT
 BW1096'IS 71 FEET SOUTH OF A FENCE CORNER, 45 FEET WEST OF THE CENTER OF U.S.
 BW1096'HIGHWAY 61, 83 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 4.5 FEET
 BW1096'NORTH OF A 24 INCH PECAN, 2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 BW1096'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW1096'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.
 BW1096'NOTE-- TO REACH FROM THE JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE
 BW1096'JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 AT THE SOUTHEAST EDGE OF
 BW1096'NATCHEZ, GO SOUTHEAST ON U.S. HIGHWAY 61 FOR 3.5 MILES TO A SIDE ROAD
 BW1096'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 2.8 MILES TO THE MARK ON
 BW1096'THE RIGHT AND ACROSS THE ROAD FROM A LOADING PEN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1097 ***********************************************************************
 BW1097  DESIGNATION -  61 V 42
 BW1097  PID         -  BW1097
 BW1097  STATE/COUNTY-  MS/ADAMS
 BW1097  USGS QUAD   -  SIBLEY (1988)
 BW1097
 BW1097                         *CURRENT SURVEY CONTROL
 BW1097  ___________________________________________________________________
 BW1097* NAD 83(1986)-  31 27 24.     (N)    091 22 48.     (W)     SCALED    
 BW1097* NAVD 88     -        63.12   (+/-2cm)     207.1    (feet)  VERTCON   
 BW1097  ___________________________________________________________________
 BW1097  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BW1097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1097
 BW1097.The horizontal coordinates were scaled from a topographic map and have
 BW1097.an estimated accuracy of +/- 6 seconds.
 BW1097
 BW1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1097.The vertical order pertains to the NGVD 29 superseded value.
 BW1097
 BW1097.The geoid height was determined by GEOID03.
 BW1097
 BW1097;                    North         East    Units  Estimated Accuracy
 BW1097;SPC MS W     -   217,380.      600,520.      MT  (+/- 180 meters Scaled)
 BW1097
 BW1097                          SUPERSEDED SURVEY CONTROL
 BW1097
 BW1097  NGVD 29 (??/??/92)   63.12   (m)          207.1    (f) COMPUTED    2 0
 BW1097
 BW1097.Superseded values are not recommended for survey control.
 BW1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1097.See file dsdata.txt to determine how the superseded data were derived.
 BW1097
 BW1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ539813(NAD 83)
 BW1097_MARKER: DD = SURVEY DISK
 BW1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1097_STAMPING: BM 61V-42 1969
 BW1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1097+STABILITY: SURFACE MOTION
 BW1097
 BW1097  HISTORY     - Date     Condition        Report By
 BW1097  HISTORY     - 1969     MONUMENTED       MSHD
 BW1097
 BW1097                          STATION DESCRIPTION
 BW1097
 BW1097'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1097'7.0 MI SE FROM NATCHEZ.
 BW1097'THE MARK IS LOCATED 7 MILES SOUTHEAST OF NATCHEZ ON THE EAST
 BW1097'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 6.8 MILES NORTHEAST OF KINGSTON.  IT
 BW1097'IS 86 FEET SOUTH OF A T FENCE CORNER, 50 FEET EAST OF THE CENTER OF
 BW1097'U.S. HIGHWAY 61, 47 FEET NORTH OF THE CENTER OF A PRIVATE ROAD, 15
 BW1097'FEET NORTHEAST OF A 24 INCH PINE, 15 FEET SOUTHEAST OF A 30 INCH PINE,
 BW1097'1.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, SET
 BW1097'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 BW1097'LEVEL OF THE HIGHWAY AND PROJECTS 3 IN.  NOTE-- TO REACH FROM THE
 BW1097'JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY
 BW1097'61, 98 AND 84 AT THE SOUTHEAST EDGE OF NATCHEZ GO SOUTHEAST ON U.S.
 BW1097'HIGHWAY 61 FOR 3.5 MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON U.S.
 BW1097'HIGHWAY 61 FOR 2 MILES TO A PRIVATE ROAD LEADING TO A BRICK HOUSE AND
 BW1097'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1098 ***********************************************************************
 BW1098  DESIGNATION -  61 V 43
 BW1098  PID         -  BW1098
 BW1098  STATE/COUNTY-  MS/ADAMS
 BW1098  USGS QUAD   -  KINGSTON (1988)
 BW1098
 BW1098                         *CURRENT SURVEY CONTROL
 BW1098  ___________________________________________________________________
 BW1098* NAD 83(1986)-  31 28 15.     (N)    091 22 27.     (W)     SCALED    
 BW1098* NAVD 88     -        86.61   (+/-2cm)     284.2    (feet)  VERTCON   
 BW1098  ___________________________________________________________________
 BW1098  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BW1098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1098
 BW1098.The horizontal coordinates were scaled from a topographic map and have
 BW1098.an estimated accuracy of +/- 6 seconds.
 BW1098
 BW1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1098.The vertical order pertains to the NGVD 29 superseded value.
 BW1098
 BW1098.The geoid height was determined by GEOID03.
 BW1098
 BW1098;                    North         East    Units  Estimated Accuracy
 BW1098;SPC MS W     -   218,950.      601,090.      MT  (+/- 180 meters Scaled)
 BW1098
 BW1098                          SUPERSEDED SURVEY CONTROL
 BW1098
 BW1098  NGVD 29 (??/??/92)   86.61   (m)          284.2    (f) COMPUTED    2 0
 BW1098
 BW1098.Superseded values are not recommended for survey control.
 BW1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1098.See file dsdata.txt to determine how the superseded data were derived.
 BW1098
 BW1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ544829(NAD 83)
 BW1098_MARKER: DD = SURVEY DISK
 BW1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1098_STAMPING: BM 61V-43 1969
 BW1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1098+STABILITY: SURFACE MOTION
 BW1098
 BW1098  HISTORY     - Date     Condition        Report By
 BW1098  HISTORY     - 1969     MONUMENTED       MSHD
 BW1098
 BW1098                          STATION DESCRIPTION
 BW1098
 BW1098'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1098'6.3 MI SE FROM NATCHEZ.
 BW1098'THE MARK IS LOCATED 6.3 MILES SOUTHEAST OF NATCHEZ ON THE EAST
 BW1098'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 7 MILES NORTHEAST OF KINGSTON.  IT IS
 BW1098'46 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 100 FEET NORTH OF A 14
 BW1098'INCH PECAN, 2.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 BW1098'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2
 BW1098'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO
 BW1098'REACH FROM THE JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF
 BW1098'U.S. HIGHWAY 61, 98 AND 84 AT THE SOUTHEAST EDGE OF NATCHEZ, GO
 BW1098'SOUTHEAST ON U.S. HIGHWAY 61 FOR 3.5 MILES TO A SIDE ROAD LEFT.
 BW1098'CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.95 MILE TO THE MARK ON THE
 BW1098'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0997 ***********************************************************************
 BW0997  DESIGNATION -  61 V 48
 BW0997  PID         -  BW0997
 BW0997  STATE/COUNTY-  MS/ADAMS
 BW0997  USGS QUAD   -  NATCHEZ (1976)
 BW0997
 BW0997                         *CURRENT SURVEY CONTROL
 BW0997  ___________________________________________________________________
 BW0997* NAD 83(1986)-  31 31 23.     (N)    091 23 23.     (W)     SCALED    
 BW0997* NAVD 88     -        31.53   (+/-2cm)     103.4    (feet)  VERTCON   
 BW0997  ___________________________________________________________________
 BW0997  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BW0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0997
 BW0997.The horizontal coordinates were scaled from a topographic map and have
 BW0997.an estimated accuracy of +/- 6 seconds.
 BW0997
 BW0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0997.The vertical order pertains to the NGVD 29 superseded value.
 BW0997
 BW0997.The geoid height was determined by GEOID03.
 BW0997
 BW0997;                    North         East    Units  Estimated Accuracy
 BW0997;SPC MS W     -   224,750.      599,670.      MT  (+/- 180 meters Scaled)
 BW0997
 BW0997                          SUPERSEDED SURVEY CONTROL
 BW0997
 BW0997  NGVD 29 (??/??/92)   31.53   (m)          103.4    (f) COMPUTED    2 0
 BW0997
 BW0997.Superseded values are not recommended for survey control.
 BW0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0997.See file dsdata.txt to determine how the superseded data were derived.
 BW0997
 BW0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ528886(NAD 83)
 BW0997_MARKER: DD = SURVEY DISK
 BW0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0997_SP_SET: BRIDGE
 BW0997_STAMPING: BM 61V-48 1969
 BW0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0997
 BW0997  HISTORY     - Date     Condition        Report By
 BW0997  HISTORY     - 1969     MONUMENTED       MSHD
 BW0997
 BW0997                          STATION DESCRIPTION
 BW0997
 BW0997'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0997'2.7 MI SE FROM NATCHEZ.
 BW0997'THE MARK IS LOCATED 2.7 MILES SOUTHEAST OF NATCHEZ IN THE EAST END OF
 BW0997'THE SOUTH ABUTMENT OF THE WEST BRIDGE OVER ST. CATHERINE CREEK.  IT IS
 BW0997'20.5 FEET EAST OF THE CENTER OF THE WEST LANE OF HIGHWAY 61, 1.7 FEET
 BW0997'NORTH OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE EAST END
 BW0997'OF THE SOUTH ABUTMENT OF THE WEST CONCRETE BRIDGE OVER ST. CATHERINE
 BW0997'CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW0997'JEFFERSON DAVIS MEMORIAL HOSPITAL NEAR THE JUNCTION OF U.S. HIGHWAY
 BW0997'61, 98 AND 84 AT THE SOUTHEAST EDGE OF NATCHEZ, GO SOUTHEAST ON U.S.
 BW0997'HIGHWAY 61 FOR 0.45 MILE TO THE SOUTH END OF THE BRIDGE AND THE MARK
 BW0997'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1892 ***********************************************************************
 BW1892  DESIGNATION -  61 V 49 RESET
 BW1892  PID         -  BW1892
 BW1892  STATE/COUNTY-  MS/ADAMS
 BW1892  USGS QUAD   -  WASHINGTON (1976)
 BW1892
 BW1892                         *CURRENT SURVEY CONTROL
 BW1892  ___________________________________________________________________
 BW1892* NAD 83(1986)-  31 34 54.     (N)    091 17 34.     (W)     SCALED    
 BW1892* NAVD 88     -        66.72   (+/-2cm)     218.9    (feet)  VERTCON   
 BW1892  ___________________________________________________________________
 BW1892  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW1892  VERT ORDER  -  THIRD (See Below)
 BW1892
 BW1892.The horizontal coordinates were scaled from a topographic map and have
 BW1892.an estimated accuracy of +/- 6 seconds.
 BW1892
 BW1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1892.The vertical order pertains to the NGVD 29 superseded value.
 BW1892
 BW1892.The geoid height was determined by GEOID03.
 BW1892
 BW1892;                    North         East    Units  Estimated Accuracy
 BW1892;SPC MS W     -   231,170.      608,930.      MT  (+/- 180 meters Scaled)
 BW1892
 BW1892                          SUPERSEDED SURVEY CONTROL
 BW1892
 BW1892  NGVD 29 (08/12/04)   66.73   (m)          218.9    (f) RESET       3  
 BW1892
 BW1892.Superseded values are not recommended for survey control.
 BW1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1892.See file dsdata.txt to determine how the superseded data were derived.
 BW1892
 BW1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ619953(NAD 83)
 BW1892_MARKER: DB = BENCH MARK DISK
 BW1892_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW1892_SP_SET: CONCRETE BRIDGE ABUTMENT
 BW1892_STAMPING: 61 V 49 RESET 1980
 BW1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1892
 BW1892  HISTORY     - Date     Condition        Report By
 BW1892  HISTORY     - 1980     MONUMENTED       NGS
 BW1892
 BW1892                          STATION DESCRIPTION
 BW1892
 BW1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BW1892'0.5 MI NORTH FROM WASHINGTON.
 BW1892'0.4 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF U.S. HIGHWAY
 BW1892'84 AND 98 IN WASHINGTON TO MARK ON THE LEFT, IN
 BW1892'THE NORTHEAST ABUTMENT OF SOUTHBOUND BRIDGE OF U.S. HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1054 ***********************************************************************
 BW1054  DESIGNATION -  61 V 5
 BW1054  PID         -  BW1054
 BW1054  STATE/COUNTY-  MS/WILKINSON
 BW1054  USGS QUAD   -  WOODVILLE (1988)
 BW1054
 BW1054                         *CURRENT SURVEY CONTROL
 BW1054  ___________________________________________________________________
 BW1054* NAD 83(1986)-  31 02 53.     (N)    091 19 36.     (W)     SCALED    
 BW1054* NAVD 88     -       111.23   (+/-2cm)     364.9    (feet)  VERTCON   
 BW1054  ___________________________________________________________________
 BW1054  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1054
 BW1054.The horizontal coordinates were scaled from a topographic map and have
 BW1054.an estimated accuracy of +/- 6 seconds.
 BW1054
 BW1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1054.The vertical order pertains to the NGVD 29 superseded value.
 BW1054
 BW1054.The geoid height was determined by GEOID03.
 BW1054
 BW1054;                    North         East    Units  Estimated Accuracy
 BW1054;SPC MS W     -   172,030.      605,180.      MT  (+/- 180 meters Scaled)
 BW1054
 BW1054                          SUPERSEDED SURVEY CONTROL
 BW1054
 BW1054  NGVD 29 (??/??/92)  111.19   (m)          364.8    (f) COMPUTED    2 0
 BW1054
 BW1054.Superseded values are not recommended for survey control.
 BW1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1054.See file dsdata.txt to determine how the superseded data were derived.
 BW1054
 BW1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ596361(NAD 83)
 BW1054_MARKER: DD = SURVEY DISK
 BW1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1054_STAMPING: BM 61V-5 1969
 BW1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1054+STABILITY: SURFACE MOTION
 BW1054
 BW1054  HISTORY     - Date     Condition        Report By
 BW1054  HISTORY     - 1969     MONUMENTED       MSHD
 BW1054
 BW1054                          STATION DESCRIPTION
 BW1054
 BW1054'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1054'4.3 MI SW FROM WOODVILLE.
 BW1054'THE MARK IS LOCATED 4.3 MILES SOUTHWEST OF WOODVILLE ON THE EAST
 BW1054'RIGHT-OF-WAY OF U.S. HIGHWAY 61 ABOUT 150 YARDS WEST OF A POND IN THE
 BW1054'SOUTHWEST 1/4 OF SECTION 21, T 1N, R 2W.  IT IS 57 FEET EAST OF THE
 BW1054'CENTER OF HIGHWAY 61, 66 FEET NORTH OF THE CENTER OF THE ENTRANCE TO A
 BW1054'PASTURE, 5 FEET WEST OF A FENCE, 4 FEET SOUTH OF A POWER LINE POLE, 2
 BW1054'FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW1054'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.
 BW1054'NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO
 BW1054'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1054'INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON
 BW1054'U.S. HIGHWAY 61 FOR 4 MILES TO AN ANGLING SIDE ROAD RIGHT. CONTINUE
 BW1054'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.6 MILE TO THE ENTRANCE TO A PASTURE
 BW1054'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0936 ***********************************************************************
 BW0936  DESIGNATION -  61 V 50
 BW0936  PID         -  BW0936
 BW0936  STATE/COUNTY-  MS/ADAMS
 BW0936  USGS QUAD   -  WASHINGTON (1976)
 BW0936
 BW0936                         *CURRENT SURVEY CONTROL
 BW0936  ___________________________________________________________________
 BW0936* NAD 83(1986)-  31 35 22.     (N)    091 17 09.     (W)     SCALED    
 BW0936* NAVD 88     -        85.39   (+/-2cm)     280.2    (feet)  VERTCON   
 BW0936  ___________________________________________________________________
 BW0936  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0936
 BW0936.The horizontal coordinates were scaled from a topographic map and have
 BW0936.an estimated accuracy of +/- 6 seconds.
 BW0936
 BW0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0936.The vertical order pertains to the NGVD 29 superseded value.
 BW0936
 BW0936.The geoid height was determined by GEOID03.
 BW0936
 BW0936;                    North         East    Units  Estimated Accuracy
 BW0936;SPC MS W     -   232,020.      609,600.      MT  (+/- 180 meters Scaled)
 BW0936
 BW0936                          SUPERSEDED SURVEY CONTROL
 BW0936
 BW0936  NGVD 29 (??/??/92)   85.399  (m)          280.18   (f) ADJ UNCH    2 0
 BW0936
 BW0936.Superseded values are not recommended for survey control.
 BW0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0936.See file dsdata.txt to determine how the superseded data were derived.
 BW0936
 BW0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ626962(NAD 83)
 BW0936_MARKER: DD = SURVEY DISK
 BW0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0936_STAMPING: BM 61V-50 1969
 BW0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0936+STABILITY: SURFACE MOTION
 BW0936
 BW0936  HISTORY     - Date     Condition        Report By
 BW0936  HISTORY     - 1969     MONUMENTED       MSHD
 BW0936  HISTORY     - 1974     GOOD             MSSU
 BW0936  HISTORY     - 1979     GOOD             NGS
 BW0936
 BW0936                          STATION DESCRIPTION
 BW0936
 BW0936'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0936'6.9 MI NE FROM NATCHEZ.
 BW0936'THE MARK IS LOCATED 6.9 MILES NORTHEAST OF NATCHEZ UNDER A POWER LINE
 BW0936'AND NEAR THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 89 FEET EAST
 BW0936'OF THE CENTER OF U.S. HIGHWAY 61, 103 FEET NORTHEAST OF THE CENTER OF
 BW0936'A BLACKTOP ROAD, 8 FEET SOUTH OF A POWER LINE POLE WITH GUY WIRES, 1
 BW0936'FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0936'CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW0936'4 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61, 98
 BW0936'AND 84 AT THE NORTH EDGE OF WASHINGTON GO NORTHEAST ON U.S. HIGHWAY 61
 BW0936'FOR 1.2 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 BW0936
 BW0936                          STATION RECOVERY (1974)
 BW0936
 BW0936'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974
 BW0936'RECOVERED IN GOOD CONDITION.
 BW0936
 BW0936                          STATION RECOVERY (1979)
 BW0936
 BW0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0937 ***********************************************************************
 BW0937  DESIGNATION -  61 V 51
 BW0937  PID         -  BW0937
 BW0937  STATE/COUNTY-  MS/ADAMS
 BW0937  USGS QUAD   -  WASHINGTON (1976)
 BW0937
 BW0937                         *CURRENT SURVEY CONTROL
 BW0937  ___________________________________________________________________
 BW0937* NAD 83(1986)-  31 35 59.     (N)    091 16 42.     (W)     SCALED    
 BW0937* NAVD 88     -        67.59   (+/-2cm)     221.8    (feet)  VERTCON   
 BW0937  ___________________________________________________________________
 BW0937  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0937
 BW0937.The horizontal coordinates were scaled from a topographic map and have
 BW0937.an estimated accuracy of +/- 6 seconds.
 BW0937
 BW0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0937.The vertical order pertains to the NGVD 29 superseded value.
 BW0937
 BW0937.The geoid height was determined by GEOID03.
 BW0937
 BW0937;                    North         East    Units  Estimated Accuracy
 BW0937;SPC MS W     -   233,160.      610,320.      MT  (+/- 180 meters Scaled)
 BW0937
 BW0937                          SUPERSEDED SURVEY CONTROL
 BW0937
 BW0937  NGVD 29 (??/??/92)   67.592  (m)          221.76   (f) ADJ UNCH    2 0
 BW0937
 BW0937.Superseded values are not recommended for survey control.
 BW0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0937.See file dsdata.txt to determine how the superseded data were derived.
 BW0937
 BW0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ633973(NAD 83)
 BW0937_MARKER: DD = SURVEY DISK
 BW0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0937_SP_SET: BRIDGE
 BW0937_STAMPING: BM 61V-51 1969
 BW0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0937
 BW0937  HISTORY     - Date     Condition        Report By
 BW0937  HISTORY     - 1969     MONUMENTED       MSHD
 BW0937  HISTORY     - 1974     GOOD             MSSU
 BW0937  HISTORY     - 1979     GOOD             NGS
 BW0937
 BW0937                          STATION DESCRIPTION
 BW0937
 BW0937'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0937'7.4 MI NE FROM NATCHEZ.
 BW0937'THE MARK IS LOCATED 7.4 MILES NORTHEAST OF NATCHEZ IN THE EAST END OF
 BW0937'THE NORTH ABUTMENT OF A CONCRETE BRIDGE.  IT IS 16.5 FEET SOUTHEAST OF
 BW0937'THE CENTER OF HIGHWAY 61, 3 FEET SOUTHWEST OF A METAL WITNESS POST,
 BW0937'SET IN A DRILLED HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A
 BW0937'CONCRETE BRIDGE AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW0937'NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 AT THE
 BW0937'NORTH EDGE OF WASHINGTON GO NORTHEAST ON U.S. HIGHWAY 61 FOR 1.9 MILES
 BW0937'TO THE BRIDGE AND THE MARK ON THE RIGHT.
 BW0937
 BW0937                          STATION RECOVERY (1974)
 BW0937
 BW0937'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974
 BW0937'RECOVERED IN GOOD CONDITION.
 BW0937
 BW0937                          STATION RECOVERY (1979)
 BW0937
 BW0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2561 ***********************************************************************
 BW2561  DESIGNATION -  61 V 51 RESET
 BW2561  PID         -  BW2561
 BW2561  STATE/COUNTY-  MS/ADAMS
 BW2561  USGS QUAD   -  WASHINGTON (1976)
 BW2561
 BW2561                         *CURRENT SURVEY CONTROL
 BW2561  ___________________________________________________________________
 BW2561* NAD 83(1986)-  31 35 59.     (N)    091 16 42.     (W)     SCALED    
 BW2561* NAVD 88     -        67.80   (+/-2cm)     222.4    (feet)  VERTCON   
 BW2561  ___________________________________________________________________
 BW2561  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW2561  VERT ORDER  -  THIRD (See Below)
 BW2561
 BW2561.The horizontal coordinates were scaled from a topographic map and have
 BW2561.an estimated accuracy of +/- 6 seconds.
 BW2561
 BW2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2561.The vertical order pertains to the NGVD 29 superseded value.
 BW2561
 BW2561.The geoid height was determined by GEOID03.
 BW2561
 BW2561;                    North         East    Units  Estimated Accuracy
 BW2561;SPC MS W     -   233,160.      610,320.      MT  (+/- 180 meters Scaled)
 BW2561
 BW2561                          SUPERSEDED SURVEY CONTROL
 BW2561
 BW2561  NGVD 29 (08/12/04)   67.81   (m)          222.5    (f) RESET       3  
 BW2561
 BW2561.Superseded values are not recommended for survey control.
 BW2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2561.See file dsdata.txt to determine how the superseded data were derived.
 BW2561
 BW2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ633973(NAD 83)
 BW2561_MARKER: DD = SURVEY DISK
 BW2561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW2561_SP_SET: BRIDGE ABUTMENT
 BW2561_STAMPING: 61 V 51 RESET 1987
 BW2561_MARK LOGO: NGS   
 BW2561_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2561
 BW2561  HISTORY     - Date     Condition        Report By
 BW2561  HISTORY     - 1987     MONUMENTED       NGS
 BW2561
 BW2561                          STATION DESCRIPTION
 BW2561
 BW2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BW2561'FROM THE JUNCTION OF U.S. HIGHWAYS 61, 98, AND 84 IN WASHINGTON, GO
 BW2561'NORTHEAST ON U.S. HIGHWAY 61 FOR 2.7 MILES TO THE NORTHEAST END OF
 BW2561'CONCRETE BRIDGE AND MARK ON THE RIGHT, IN THE NORTH END OF THE
 BW2561'NORTHWEST ABUTMENT OF NORTH BOUND CONCRETE BRIDGE, ON U.S. HIGHWAY 61
 BW2561'OVER MUDDY FORK, 31.2 FT (9.5 M) NORTHWEST OF THE CENTER OF HIGHWAY
 BW2561'NORTH BOUND LANES AND 1.5 FT (0.5 M) SOUTHWEST OF THE NORTHWEST
 BW2561'WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0938 ***********************************************************************
 BW0938  DESIGNATION -  61 V 52
 BW0938  PID         -  BW0938
 BW0938  STATE/COUNTY-  MS/ADAMS
 BW0938  USGS QUAD   -  WASHINGTON (1976)
 BW0938
 BW0938                         *CURRENT SURVEY CONTROL
 BW0938  ___________________________________________________________________
 BW0938* NAD 83(1986)-  31 36 19.     (N)    091 16 20.     (W)     SCALED    
 BW0938* NAVD 88     -        76.41   (+/-2cm)     250.7    (feet)  VERTCON   
 BW0938  ___________________________________________________________________
 BW0938  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0938
 BW0938.The horizontal coordinates were scaled from a topographic map and have
 BW0938.an estimated accuracy of +/- 6 seconds.
 BW0938
 BW0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0938.The vertical order pertains to the NGVD 29 superseded value.
 BW0938
 BW0938.The geoid height was determined by GEOID03.
 BW0938
 BW0938;                    North         East    Units  Estimated Accuracy
 BW0938;SPC MS W     -   233,770.      610,910.      MT  (+/- 180 meters Scaled)
 BW0938
 BW0938                          SUPERSEDED SURVEY CONTROL
 BW0938
 BW0938  NGVD 29 (??/??/92)   76.410  (m)          250.69   (f) ADJ UNCH    2 0
 BW0938
 BW0938.Superseded values are not recommended for survey control.
 BW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0938.See file dsdata.txt to determine how the superseded data were derived.
 BW0938
 BW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ639979(NAD 83)
 BW0938_MARKER: DD = SURVEY DISK
 BW0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0938_STAMPING: BM 61V-52 1969
 BW0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0938+STABILITY: SURFACE MOTION
 BW0938
 BW0938  HISTORY     - Date     Condition        Report By
 BW0938  HISTORY     - 1969     MONUMENTED       MSHD
 BW0938  HISTORY     - 1979     GOOD             NGS
 BW0938  HISTORY     - 19880211 GOOD             USPSQD
 BW0938
 BW0938                          STATION DESCRIPTION
 BW0938
 BW0938'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0938'8.0 MI NE FROM NATCHEZ.
 BW0938'THE MARK IS LOCATED 8 MILES NORTHEAST OF NATCHEZ IN THE NORTH ANGLE OF
 BW0938'THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 554.  IT IS 240 FEET
 BW0938'WEST NORTHWEST OF THE CENTER OF HIGHWAY 61, 125 FEET NORTH NORTHEAST
 BW0938'OF THE EXTENDED CENTER OF HIGHWAY 554, 101 FEET NORTH OF THE CENTER OF
 BW0938'THE NORTH ROAD OF A TRIANGLE, 2 FEET SOUTH OF A FENCE 1.5 FEET EAST OF
 BW0938'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0938'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.
 BW0938'NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61, 98 AND 84 AT THE
 BW0938'NORTH EDGE OF WASHINGTON GO NORTHEAST ON U.S. HIGHWAY 61 FOR 2.4 MILES
 BW0938'TO THE JUNCTION OF STATE HIGHWAY 554 AND THE MARK ON THE LEFT.
 BW0938
 BW0938                          STATION RECOVERY (1979)
 BW0938
 BW0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0938'RECOVERED IN GOOD CONDITION.
 BW0938
 BW0938                          STATION RECOVERY (1988)
 BW0938
 BW0938'RECOVERY NOTE BY US POWER SQUADRON 1988 (TW)
 BW0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0939 ***********************************************************************
 BW0939  DESIGNATION -  61 V 53
 BW0939  PID         -  BW0939
 BW0939  STATE/COUNTY-  MS/ADAMS
 BW0939  USGS QUAD   -  WASHINGTON (1976)
 BW0939
 BW0939                         *CURRENT SURVEY CONTROL
 BW0939  ___________________________________________________________________
 BW0939* NAD 83(1986)-  31 36 38.     (N)    091 16 52.     (W)     SCALED    
 BW0939* NAVD 88     -        89.71   (+/-2cm)     294.3    (feet)  VERTCON   
 BW0939  ___________________________________________________________________
 BW0939  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0939
 BW0939.The horizontal coordinates were scaled from a topographic map and have
 BW0939.an estimated accuracy of +/- 6 seconds.
 BW0939
 BW0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0939.The vertical order pertains to the NGVD 29 superseded value.
 BW0939
 BW0939.The geoid height was determined by GEOID03.
 BW0939
 BW0939;                    North         East    Units  Estimated Accuracy
 BW0939;SPC MS W     -   234,360.      610,070.      MT  (+/- 180 meters Scaled)
 BW0939
 BW0939                          SUPERSEDED SURVEY CONTROL
 BW0939
 BW0939  NGVD 29 (??/??/92)   89.711  (m)          294.33   (f) ADJ UNCH    2 0
 BW0939
 BW0939.Superseded values are not recommended for survey control.
 BW0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0939.See file dsdata.txt to determine how the superseded data were derived.
 BW0939
 BW0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ630985(NAD 83)
 BW0939_MARKER: DD = SURVEY DISK
 BW0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0939_STAMPING: BM 61V-53 1969
 BW0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0939+STABILITY: SURFACE MOTION
 BW0939
 BW0939  HISTORY     - Date     Condition        Report By
 BW0939  HISTORY     - 1969     MONUMENTED       MSHD
 BW0939  HISTORY     - 1979     GOOD             NGS
 BW0939
 BW0939                          STATION DESCRIPTION
 BW0939
 BW0939'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0939'7.7 MI NE FROM NATCHEZ.
 BW0939'THE MARK IS LOCATED 7.7 MILES NORTHEAST OF NATCHEZ ON THE NORTH
 BW0939'RIGHT-OF-WAY OF STATE HIGHWAY 554, 0.6 MILE EAST SOUTHEAST OF THE
 BW0939'NATCHEZ-ADAMS COUNTY AIRPORT TERMINAL.  IT IS 39 FEET NORTH OF THE
 BW0939'CENTER OF HIGHWAY 554, 142 FEET WEST OF THE CENTER OF A TRACK ROAD,
 BW0939'LEADING INTO A PASTURE, 7.5 FEET NORTH NORTHWEST OF A POWER LINE POLE,
 BW0939'1.5 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, SET
 BW0939'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BW0939'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW0939'U.S. HIGHWAY 61, 98 AND 84 AT THE NORTH EDGE OF WASHINGTON, GO
 BW0939'NORTHEAST ON U.S. HIGHWAY 61 FOR 2.4 MILES TO THE JUNCTION OF STATE
 BW0939'HIGHWAY 554.  TURN LEFT (NORTHWEST) AND CONTINUE ON STATE HIGHWAY 554
 BW0939'FOR 0.65 MILE TO THE MARK ON THE RIGHT JUST PAST THE ENTRANCE TO THE
 BW0939'OAK RIDGE PLANTATION.
 BW0939
 BW0939                          STATION RECOVERY (1979)
 BW0939
 BW0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0941 ***********************************************************************
 BW0941  DESIGNATION -  61 V 54
 BW0941  PID         -  BW0941
 BW0941  STATE/COUNTY-  MS/ADAMS
 BW0941  USGS QUAD   -  WASHINGTON (1976)
 BW0941
 BW0941                         *CURRENT SURVEY CONTROL
 BW0941  ___________________________________________________________________
 BW0941* NAD 83(1986)-  31 36 33.     (N)    091 15 42.     (W)     SCALED    
 BW0941* NAVD 88     -        93.31   (+/-2cm)     306.1    (feet)  VERTCON   
 BW0941  ___________________________________________________________________
 BW0941  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0941
 BW0941.The horizontal coordinates were scaled from a topographic map and have
 BW0941.an estimated accuracy of +/- 6 seconds.
 BW0941
 BW0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0941.The vertical order pertains to the NGVD 29 superseded value.
 BW0941
 BW0941.The geoid height was determined by GEOID03.
 BW0941
 BW0941;                    North         East    Units  Estimated Accuracy
 BW0941;SPC MS W     -   234,190.      611,910.      MT  (+/- 180 meters Scaled)
 BW0941
 BW0941                          SUPERSEDED SURVEY CONTROL
 BW0941
 BW0941  NGVD 29 (??/??/92)   93.318  (m)          306.16   (f) ADJ UNCH    2 0
 BW0941
 BW0941.Superseded values are not recommended for survey control.
 BW0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0941.See file dsdata.txt to determine how the superseded data were derived.
 BW0941
 BW0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ648984(NAD 83)
 BW0941_MARKER: DD = SURVEY DISK
 BW0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0941_STAMPING: BM 61V-54 1970
 BW0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0941+STABILITY: SURFACE MOTION
 BW0941
 BW0941  HISTORY     - Date     Condition        Report By
 BW0941  HISTORY     - 1970     MONUMENTED       MSHD
 BW0941  HISTORY     - 1983     GOOD             NGS
 BW0941
 BW0941                          STATION DESCRIPTION
 BW0941
 BW0941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0941'3 MI NE FROM WASHINGTON.
 BW0941'THE MARK IS LOCATED 3 MILES NORTHEAST OF WASHINGTON IN THE NORTHEAST
 BW0941'ANGLE OF THE JUNCTION OF THE NATCHEZ TRACE PARKWAY WITH U.S. HIGHWAY
 BW0941'61, 8.6 MILES NORTHEAST OF NATCHEZ.  IT IS 83 FEET NORTHWEST OF THE
 BW0941'CENTER OF HIGHWAY 61, 95 FEET SOUTHEAST OF THE CENTER OF THE NATCHEZ
 BW0941'TRACE PARKWAY, 21.5 FEET NORTHEAST OF A 20 INCH PINE, 15 FEET EAST OF
 BW0941'AN 18 INCH PINE, 248 FEET NORTHEAST OF THE NATCHEZ TRACE HISTORIC
 BW0941'SIGN, 1.5 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BW0941'INCH ROUND CONCRETE POST ABOUT 7 FEET ABOVE THE LEVEL OF HIGHWAY 61
 BW0941'AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF U.S.
 BW0941'HIGHWAY 98, 84 AND 61 IN WASHINGTON, GO EAST ON U.S. HIGHWAY 61 FOR
 BW0941'3.0 MILE TO THE MARK ON THE LEFT JUST BEYOND THE NATCHEZ TRACE
 BW0941'PARKWAY.
 BW0941
 BW0941                          STATION RECOVERY (1983)
 BW0941
 BW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2562 ***********************************************************************
 BW2562  DESIGNATION -  61 V 54 RESET
 BW2562  PID         -  BW2562
 BW2562  STATE/COUNTY-  MS/ADAMS
 BW2562  USGS QUAD   -  WASHINGTON (1976)
 BW2562
 BW2562                         *CURRENT SURVEY CONTROL
 BW2562  ___________________________________________________________________
 BW2562* NAD 83(1986)-  31 36 33.     (N)    091 15 42.     (W)     SCALED    
 BW2562* NAVD 88     -        91.70   (+/-2cm)     300.9    (feet)  VERTCON   
 BW2562  ___________________________________________________________________
 BW2562  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2562  VERT ORDER  -  THIRD (See Below)
 BW2562
 BW2562.The horizontal coordinates were scaled from a topographic map and have
 BW2562.an estimated accuracy of +/- 6 seconds.
 BW2562
 BW2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2562.The vertical order pertains to the NGVD 29 superseded value.
 BW2562
 BW2562.The geoid height was determined by GEOID03.
 BW2562
 BW2562;                    North         East    Units  Estimated Accuracy
 BW2562;SPC MS W     -   234,190.      611,910.      MT  (+/- 180 meters Scaled)
 BW2562
 BW2562                          SUPERSEDED SURVEY CONTROL
 BW2562
 BW2562  NGVD 29 (08/12/04)   91.70   (m)          300.9    (f) RESET       3  
 BW2562
 BW2562.Superseded values are not recommended for survey control.
 BW2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2562.See file dsdata.txt to determine how the superseded data were derived.
 BW2562
 BW2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ648984(NAD 83)
 BW2562_MARKER: DB = BENCH MARK DISK
 BW2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2562_SP_SET: CONCRETE POST
 BW2562_STAMPING: 61 V-54 RESET 1983
 BW2562_MARK LOGO: NGS   
 BW2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2562+STABILITY: SURFACE MOTION
 BW2562
 BW2562  HISTORY     - Date     Condition        Report By
 BW2562  HISTORY     - 1983     MONUMENTED       NGS
 BW2562
 BW2562                          STATION DESCRIPTION
 BW2562
 BW2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BW2562'0.1 MILE NORTH ALONG NATCHEZ TRACE PARKWAY FROM THE JUNCTION OF U.S.
 BW2562'HIGHWAY 61, 137.0 FT (41.8 M) WEST OF THE PRESENT CENTER OF PARKWAY,
 BW2562'11.0 FT (3.4 M) WEST OF A 30-INCH PINE TREE (LARGEST TREE IN AREA),
 BW2562'AND 1.2 FT (0.4 M) SOUTH OF A FIBERGLASS WITNESS POST, MARK IS FLUSH
 BW2562'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0942 ***********************************************************************
 BW0942  DESIGNATION -  61 V 55
 BW0942  PID         -  BW0942
 BW0942  STATE/COUNTY-  MS/ADAMS
 BW0942  USGS QUAD   -  CRANFIELD (1988)
 BW0942
 BW0942                         *CURRENT SURVEY CONTROL
 BW0942  ___________________________________________________________________
 BW0942* NAD 83(1986)-  31 36 51.     (N)    091 14 54.     (W)     SCALED    
 BW0942* NAVD 88     -        88.02   (+/-2cm)     288.8    (feet)  VERTCON   
 BW0942  ___________________________________________________________________
 BW0942  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0942
 BW0942.The horizontal coordinates were scaled from a topographic map and have
 BW0942.an estimated accuracy of +/- 6 seconds.
 BW0942
 BW0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0942.The vertical order pertains to the NGVD 29 superseded value.
 BW0942
 BW0942.The geoid height was determined by GEOID03.
 BW0942
 BW0942;                    North         East    Units  Estimated Accuracy
 BW0942;SPC MS W     -   234,730.      613,180.      MT  (+/- 180 meters Scaled)
 BW0942
 BW0942                          SUPERSEDED SURVEY CONTROL
 BW0942
 BW0942  NGVD 29 (??/??/92)   88.019  (m)          288.78   (f) ADJ UNCH    2 0
 BW0942
 BW0942.Superseded values are not recommended for survey control.
 BW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0942.See file dsdata.txt to determine how the superseded data were derived.
 BW0942
 BW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ661990(NAD 83)
 BW0942_MARKER: DD = SURVEY DISK
 BW0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0942_STAMPING: BM 61V-55 1970
 BW0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0942+STABILITY: SURFACE MOTION
 BW0942
 BW0942  HISTORY     - Date     Condition        Report By
 BW0942  HISTORY     - 1970     MONUMENTED       MSHD
 BW0942
 BW0942                          STATION DESCRIPTION
 BW0942
 BW0942'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0942'3.8 MI NE FROM WASHINGTON.
 BW0942'THE MARK IS LOCATED 3.8 MILES NORTHEAST OF WASHINGTON ON THE NORTH
 BW0942'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 9.6 MILES NORTHEAST OF NATCHEZ, 0.5
 BW0942'MILE SOUTHWEST OF THE COMMUNITY OF STANTON.  IT IS 49 FEET NORTH OF
 BW0942'THE CENTER OF HIGHWAY 61, 42 FEET EAST OF THE CENTER OF A PRIVATE
 BW0942'ROAD, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD 2
 BW0942'FEET SOUTHEAST OF THE CORNER OF A WHITE WOODEN FENCE, 214 FEET WEST OF
 BW0942'A POWER LINE POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, SET IN
 BW0942'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL
 BW0942'OF THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE
 BW0942'JUNCTION OF U.S. HIGHWAYS 98, 84 AND 61 IN WASHINGTON, GO EAST ON U.S.
 BW0942'HIGHWAY 61 FOR 2.95 MILES TO THE JUNCTION OF THE NATCHEZ TRACK
 BW0942'PARKWAY.  CONTINUE EAST ON U.S. HIGHWAY 61 FOR 0.9 MILE TO A PRIVATE
 BW0942'ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0947 ***********************************************************************
 BW0947  DESIGNATION -  61 V 56
 BW0947  PID         -  BW0947
 BW0947  STATE/COUNTY-  MS/ADAMS
 BW0947  USGS QUAD   -  CHURCH HILL (1988)
 BW0947
 BW0947                         *CURRENT SURVEY CONTROL
 BW0947  ___________________________________________________________________
 BW0947* NAD 83(1986)-  31 37 39.     (N)    091 13 15.     (W)     SCALED    
 BW0947* NAVD 88     -        93.16   (+/-2cm)     305.6    (feet)  VERTCON   
 BW0947  ___________________________________________________________________
 BW0947  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0947
 BW0947.The horizontal coordinates were scaled from a topographic map and have
 BW0947.an estimated accuracy of +/- 6 seconds.
 BW0947
 BW0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0947.The vertical order pertains to the NGVD 29 superseded value.
 BW0947
 BW0947.The geoid height was determined by GEOID03.
 BW0947
 BW0947;                    North         East    Units  Estimated Accuracy
 BW0947;SPC MS W     -   236,190.      615,800.      MT  (+/- 180 meters Scaled)
 BW0947
 BW0947                          SUPERSEDED SURVEY CONTROL
 BW0947
 BW0947  NGVD 29 (??/??/92)   93.163  (m)          305.65   (f) ADJ UNCH    2 0
 BW0947
 BW0947.Superseded values are not recommended for survey control.
 BW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0947.See file dsdata.txt to determine how the superseded data were derived.
 BW0947
 BW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR687005(NAD 83)
 BW0947_MARKER: DD = SURVEY DISK
 BW0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0947_STAMPING: BM 61V-56 1970
 BW0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0947+STABILITY: SURFACE MOTION
 BW0947
 BW0947  HISTORY     - Date     Condition        Report By
 BW0947  HISTORY     - 1970     MONUMENTED       MSHD
 BW0947
 BW0947                          STATION DESCRIPTION
 BW0947
 BW0947'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0947'5.6 MI NE FROM WASHINGTON.
 BW0947'THE MARK IS LOCATED 5.6 MILES NORTHEAST OF WASHINGTON NEAR THE MOST
 BW0947'SOUTHERN OF A GROUP OF CONCRETE BLOCK BUILDINGS JUST NORTH OF THE
 BW0947'ENTRANCE TO THE MIDWAY BASEBALL PARK, 11.2 MILES SOUTHWEST OF FAYETTE,
 BW0947'0.7 MILE SOUTHWEST OF THE COMMUNITY OF CANNONSBURG, 0.25 MILE
 BW0947'SOUTHWEST OF THE ADAMS-JEFFERSON COUNTY LINE.  IT IS 98.5 FEET
 BW0947'NORTHWEST OF THE CENTER OF HIGHWAY 61, 8 FEET SOUTHWEST OF THE WEST
 BW0947'CORNER OF THE MOST SOUTHERN OF A GROUP OF CONCRETE BLOCK BUILDINGS, 7
 BW0947'FEET SOUTHEAST OF A METAL FENCE, 8 FEET NORTHEAST OF A POWER LINE POLE
 BW0947'WITH A TRANSFORMER AND GUY WIRE, 32.5 FEET NORTH NORTHEAST OF A POLE
 BW0947'WITH A LAMP ON IT, 9 FEET NORTHWEST OF A 24 INCH TWIN GUM STUMP, 1.5
 BW0947'FEET NORTHWEST OF A METAL WITNESS POST, 93 FEET NORTHEAST OF THE
 BW0947'CENTER OF THE ENTRANCE TO THE MIDWAY BASEBALL PARK, SET IN THE TOP OF
 BW0947'A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BW0947'HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW0947'U.S. HIGHWAY 98, 84 AND 61 IN WASHINGTON, GO NORTHEAST ON U.S. HIGHWAY
 BW0947'61 FOR 3.5 MILES TO A CROSSROADS.  CONTINUE EAST ON U.S. HIGHWAY 61
 BW0947'FOR 1.3 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0948 ***********************************************************************
 BW0948  DESIGNATION -  61 V 57
 BW0948  PID         -  BW0948
 BW0948  STATE/COUNTY-  MS/JEFFERSON
 BW0948  USGS QUAD   -  CHURCH HILL (1988)
 BW0948
 BW0948                         *CURRENT SURVEY CONTROL
 BW0948  ___________________________________________________________________
 BW0948* NAD 83(1986)-  31 38 07.     (N)    091 12 21.     (W)     SCALED    
 BW0948* NAVD 88     -        85.11   (+/-2cm)     279.2    (feet)  VERTCON   
 BW0948  ___________________________________________________________________
 BW0948  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0948
 BW0948.The horizontal coordinates were scaled from a topographic map and have
 BW0948.an estimated accuracy of +/- 6 seconds.
 BW0948
 BW0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0948.The vertical order pertains to the NGVD 29 superseded value.
 BW0948
 BW0948.The geoid height was determined by GEOID03.
 BW0948
 BW0948;                    North         East    Units  Estimated Accuracy
 BW0948;SPC MS W     -   237,040.      617,230.      MT  (+/- 180 meters Scaled)
 BW0948
 BW0948                          SUPERSEDED SURVEY CONTROL
 BW0948
 BW0948  NGVD 29 (??/??/92)   85.121  (m)          279.27   (f) ADJ UNCH    2 0
 BW0948
 BW0948.Superseded values are not recommended for survey control.
 BW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0948.See file dsdata.txt to determine how the superseded data were derived.
 BW0948
 BW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR701014(NAD 83)
 BW0948_MARKER: DD = SURVEY DISK
 BW0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0948_STAMPING: BM 61V-57 1970
 BW0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0948+STABILITY: SURFACE MOTION
 BW0948
 BW0948  HISTORY     - Date     Condition        Report By
 BW0948  HISTORY     - 1970     MONUMENTED       MSHD
 BW0948
 BW0948                          STATION DESCRIPTION
 BW0948
 BW0948'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0948'10.2 MI SW FROM FAYETTE.
 BW0948'THE MARK IS LOCATED 10.2 MILES SOUTHWEST OF FAYETTE NEAR THE NORTH
 BW0948'RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD TRACK, 0.2 MILE
 BW0948'NORTHEAST OF THE COMMUNITY OF CANNONSBURG.  IT IS 257 FEET SOUTH OF
 BW0948'THE CENTER OF HIGHWAY 61, 174 FEET WEST OF THE CENTER OF A GRAVELED
 BW0948'ROAD, 141 FEET NORTH OF THE NORTH RAIL OF THE ICRR TRACK, 19 FEET
 BW0948'NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING ACROSS THE TRACK TO
 BW0948'A CHURCH, 17 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 35 FEET SOUTH
 BW0948'OF THE SOUTH EDGE OF A GULLY 86 FEET WEST SOUTHWEST OF A 40 INCH OAK,
 BW0948'6.5 FEET SOUTHEAST OF A 16 INCH OAK, 160 FEET WEST OF THE EXTENDED
 BW0948'WEST WALL OF A CHURCH ON THE SOUTH SIDE OF THE TRACK, 1.5 FEET WEST OF
 BW0948'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0948'ABOUT 12 FEET ABOVE THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.
 BW0948'NOTE-- TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE GO
 BW0948'SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MILES TO A SIDE ROAD AND A CHURCH
 BW0948'EXHIBIT ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 5.8
 BW0948'MILES TO A SIDE ROAD LEFT.  TURN LEFT (SOUTH) AND CONTINUE ON A
 BW0948'GRAVELED ROAD FOR 100 YARDS TO A SIDE ROAD RIGHT.  TURN RIGHT (WEST)
 BW0948'AND CONTINUE ON A GRAVELED ROAD FOR 200 FEET TO WHERE THE ROAD CURVES
 BW0948'SOUTH AND THE MARK STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0949 ***********************************************************************
 BW0949  DESIGNATION -  61 V 58
 BW0949  PID         -  BW0949
 BW0949  STATE/COUNTY-  MS/JEFFERSON
 BW0949  USGS QUAD   -  CHURCH HILL (1988)
 BW0949
 BW0949                         *CURRENT SURVEY CONTROL
 BW0949  ___________________________________________________________________
 BW0949* NAD 83(1986)-  31 38 13.     (N)    091 11 18.     (W)     SCALED    
 BW0949* NAVD 88     -        67.72   (+/-2cm)     222.2    (feet)  VERTCON   
 BW0949  ___________________________________________________________________
 BW0949  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0949
 BW0949.The horizontal coordinates were scaled from a topographic map and have
 BW0949.an estimated accuracy of +/- 6 seconds.
 BW0949
 BW0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0949.The vertical order pertains to the NGVD 29 superseded value.
 BW0949
 BW0949.The geoid height was determined by GEOID03.
 BW0949
 BW0949;                    North         East    Units  Estimated Accuracy
 BW0949;SPC MS W     -   237,210.      618,890.      MT  (+/- 180 meters Scaled)
 BW0949
 BW0949                          SUPERSEDED SURVEY CONTROL
 BW0949
 BW0949  NGVD 29 (??/??/92)   67.732  (m)          222.22   (f) ADJ UNCH    2 0
 BW0949
 BW0949.Superseded values are not recommended for survey control.
 BW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0949.See file dsdata.txt to determine how the superseded data were derived.
 BW0949
 BW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR718016(NAD 83)
 BW0949_MARKER: DD = SURVEY DISK
 BW0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0949_STAMPING: BM 61V-58 1970
 BW0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0949+STABILITY: SURFACE MOTION
 BW0949
 BW0949  HISTORY     - Date     Condition        Report By
 BW0949  HISTORY     - 1970     MONUMENTED       MSHD
 BW0949
 BW0949                          STATION DESCRIPTION
 BW0949
 BW0949'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0949'9.2 MI SW FROM FAYETTE.
 BW0949'THE MARK IS LOCATED 9.2 MILES SOUTHWEST OF FAYETTE ON THE SOUTH
 BW0949'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 1.2 MILES NORTHEAST OF THE COMMUNTIY
 BW0949'OF CANNONSBURG.  IT IS 85.5 FEET SOUTH SOUTHEAST OF THE CENTER OF
 BW0949'HIGHWAY 61, 39 FEET EAST OF THE CENTER OF A DRIVEWAY 16.5 FEET
 BW0949'SOUTHWEST OF A TELEPHONE LINE POLE, 16 FEET NORTHWEST OF A 14 INCH
 BW0949'PINE, 6 FEET EAST OF A 9 INCH PINE, 1 FOOT EAST OF A METAL WITNESS
 BW0949'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET
 BW0949'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE--
 BW0949'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON
 BW0949'U.S. HIGHWAY 61 FOR 4.6 MILES TO A SIDE ROAD AND A CHURCH EXHIBIT ON
 BW0949'THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 4.75 MILES TO A
 BW0949'DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0953 ***********************************************************************
 BW0953  DESIGNATION -  61 V 59
 BW0953  PID         -  BW0953
 BW0953  STATE/COUNTY-  MS/JEFFERSON
 BW0953  USGS QUAD   -  CHURCH HILL (1988)
 BW0953
 BW0953                         *CURRENT SURVEY CONTROL
 BW0953  ___________________________________________________________________
 BW0953* NAD 83(1986)-  31 39 01.     (N)    091 09 36.     (W)     SCALED    
 BW0953* NAVD 88     -        49.15   (+/-2cm)     161.3    (feet)  VERTCON   
 BW0953  ___________________________________________________________________
 BW0953  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0953
 BW0953.The horizontal coordinates were scaled from a topographic map and have
 BW0953.an estimated accuracy of +/- 6 seconds.
 BW0953
 BW0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0953.The vertical order pertains to the NGVD 29 superseded value.
 BW0953
 BW0953.The geoid height was determined by GEOID03.
 BW0953
 BW0953;                    North         East    Units  Estimated Accuracy
 BW0953;SPC MS W     -   238,670.      621,590.      MT  (+/- 180 meters Scaled)
 BW0953
 BW0953                          SUPERSEDED SURVEY CONTROL
 BW0953
 BW0953  NGVD 29 (??/??/92)   49.155  (m)          161.27   (f) ADJ UNCH    2 0
 BW0953
 BW0953.Superseded values are not recommended for survey control.
 BW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0953.See file dsdata.txt to determine how the superseded data were derived.
 BW0953
 BW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR744031(NAD 83)
 BW0953_MARKER: DD = SURVEY DISK
 BW0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0953_SP_SET: BRIDGE
 BW0953_STAMPING: BM 61V-59 1970
 BW0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0953
 BW0953  HISTORY     - Date     Condition        Report By
 BW0953  HISTORY     - 1970     MONUMENTED       MSHD
 BW0953
 BW0953                          STATION DESCRIPTION
 BW0953
 BW0953'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0953'7.3 MI SW FROM FAYETTE.
 BW0953'THE MARK IS LOCATED 7.3 MILES SOUTHWEST OF FAYETTE IN THE SOUTH END OF
 BW0953'THE EAST ABUTMENT OF A CONCRETE BRIDGE, 3.2 MILES NORTHEAST OF THE
 BW0953'CROSSROADS AT CANNONSBURG.  IT IS 17 FEET SOUTH OF THE CENTER OF
 BW0953'HIGHWAY 61, 1.3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 2 FEET
 BW0953'NORTH OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE SOUTH END OF
 BW0953'THE EAST ABUTMENT OF A CONCRETE BRIDGE AND IS 2 FEET BELOW THE LEVEL
 BW0953'OF THE HIGHWAY.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE
 BW0953'IN FAYETTE, GO SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MILES TO A SIDE AND
 BW0953'THE BAPTIST EXHIBIT ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 BW0953'61 FOR 2.8 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1055 ***********************************************************************
 BW1055  DESIGNATION -  61 V 6
 BW1055  PID         -  BW1055
 BW1055  STATE/COUNTY-  MS/WILKINSON
 BW1055  USGS QUAD   -  WOODVILLE (1988)
 BW1055
 BW1055                         *CURRENT SURVEY CONTROL
 BW1055  ___________________________________________________________________
 BW1055* NAD 83(1986)-  31 03 33.     (N)    091 19 05.     (W)     SCALED    
 BW1055* NAVD 88     -       113.65   (+/-2cm)     372.9    (feet)  VERTCON   
 BW1055  ___________________________________________________________________
 BW1055  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BW1055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1055
 BW1055.The horizontal coordinates were scaled from a topographic map and have
 BW1055.an estimated accuracy of +/- 6 seconds.
 BW1055
 BW1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1055.The vertical order pertains to the NGVD 29 superseded value.
 BW1055
 BW1055.The geoid height was determined by GEOID03.
 BW1055
 BW1055;                    North         East    Units  Estimated Accuracy
 BW1055;SPC MS W     -   173,250.      606,020.      MT  (+/- 180 meters Scaled)
 BW1055
 BW1055                          SUPERSEDED SURVEY CONTROL
 BW1055
 BW1055  NGVD 29 (??/??/92)  113.61   (m)          372.7    (f) COMPUTED    2 0
 BW1055
 BW1055.Superseded values are not recommended for survey control.
 BW1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1055.See file dsdata.txt to determine how the superseded data were derived.
 BW1055
 BW1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ604373(NAD 83)
 BW1055_MARKER: DD = SURVEY DISK
 BW1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1055_STAMPING: BM 61V-6 1969
 BW1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1055+STABILITY: SURFACE MOTION
 BW1055
 BW1055  HISTORY     - Date     Condition        Report By
 BW1055  HISTORY     - 1969     MONUMENTED       MSHD
 BW1055
 BW1055                          STATION DESCRIPTION
 BW1055
 BW1055'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1055'3.3 MI SW FROM WOODVILLE.
 BW1055'THE MARK IS LOCATED 3.3 MILES SOUTHWEST OF WOODVILLE ON THE WEST
 BW1055'RIGHT-OF-WAY OF U.S. HIGHWAY 61, NEAR THE EAST CORNER OF A PECAN
 BW1055'ORCHARD.  IT IS 60 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 28
 BW1055'FEET SOUTHEAST OF A 12 INCH TRIPLE PECAN NEAR THE EAST CORNER OF AN
 BW1055'ORCHARD, 2.5 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A METAL
 BW1055'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1
 BW1055'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. NOTE-- TO
 BW1055'REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON
 BW1055'MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF
 BW1055'U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 61
 BW1055'FOR 1.85 MILES TO OLD U.S. HIGHWAY 61 ON THE RIGHT. CONTINUE SOUTH ON
 BW1055'U.S. HIGHWAY 61 FOR 1.75 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0954 ***********************************************************************
 BW0954  DESIGNATION -  61 V 60
 BW0954  PID         -  BW0954
 BW0954  STATE/COUNTY-  MS/JEFFERSON
 BW0954  USGS QUAD   -  CHURCH HILL (1988)
 BW0954
 BW0954                         *CURRENT SURVEY CONTROL
 BW0954  ___________________________________________________________________
 BW0954* NAD 83(1986)-  31 39 25.     (N)    091 08 54.     (W)     SCALED    
 BW0954* NAVD 88     -        75.30   (+/-2cm)     247.0    (feet)  VERTCON   
 BW0954  ___________________________________________________________________
 BW0954  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0954
 BW0954.The horizontal coordinates were scaled from a topographic map and have
 BW0954.an estimated accuracy of +/- 6 seconds.
 BW0954
 BW0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0954.The vertical order pertains to the NGVD 29 superseded value.
 BW0954
 BW0954.The geoid height was determined by GEOID03.
 BW0954
 BW0954;                    North         East    Units  Estimated Accuracy
 BW0954;SPC MS W     -   239,400.      622,710.      MT  (+/- 180 meters Scaled)
 BW0954
 BW0954                          SUPERSEDED SURVEY CONTROL
 BW0954
 BW0954  NGVD 29 (??/??/92)   75.309  (m)          247.08   (f) ADJ UNCH    2 0
 BW0954
 BW0954.Superseded values are not recommended for survey control.
 BW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0954.See file dsdata.txt to determine how the superseded data were derived.
 BW0954
 BW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR755039(NAD 83)
 BW0954_MARKER: DD = SURVEY DISK
 BW0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0954_STAMPING: BM 61V-60 1970
 BW0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0954+STABILITY: SURFACE MOTION
 BW0954
 BW0954  HISTORY     - Date     Condition        Report By
 BW0954  HISTORY     - 1970     MONUMENTED       MSHD
 BW0954
 BW0954                          STATION DESCRIPTION
 BW0954
 BW0954'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0954'6.4 MI SW FROM FAYETTE.
 BW0954'THE MARK IS LOCATED 6.4 MILES SOUTHWEST OF FAYETTE NEAR THE SOUTH
 BW0954'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 4.2 MILES NORTHEAST OF THE CROSSROADS
 BW0954'AT CANNONSBURG.  IT IS 56 FEET SOUTH OF THE CENTER OF HIGHWAY 61, 50
 BW0954'FEET WEST OF A T FENCE CORNER 3 FEET WEST OF A POWER LINE POLE, 4 FEET
 BW0954'SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN THE
 BW0954'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF
 BW0954'THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 BW0954'JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON U.S. HIGHWAY 61
 BW0954'FOR 4.6 MILES TO A SIDE ROAD AND THE BAPTIST EXHIBIT ON THE LEFT.
 BW0954'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.8 MILES TO THE MARK ON THE
 BW0954'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0955 ***********************************************************************
 BW0955  DESIGNATION -  61 V 61
 BW0955  PID         -  BW0955
 BW0955  STATE/COUNTY-  MS/JEFFERSON
 BW0955  USGS QUAD   -  CHURCH HILL (1988)
 BW0955
 BW0955                         *CURRENT SURVEY CONTROL
 BW0955  ___________________________________________________________________
 BW0955* NAD 83(1986)-  31 39 43.     (N)    091 08 06.     (W)     SCALED    
 BW0955* NAVD 88     -        91.71   (+/-2cm)     300.9    (feet)  VERTCON   
 BW0955  ___________________________________________________________________
 BW0955  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0955
 BW0955.The horizontal coordinates were scaled from a topographic map and have
 BW0955.an estimated accuracy of +/- 6 seconds.
 BW0955
 BW0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0955.The vertical order pertains to the NGVD 29 superseded value.
 BW0955
 BW0955.The geoid height was determined by GEOID03.
 BW0955
 BW0955;                    North         East    Units  Estimated Accuracy
 BW0955;SPC MS W     -   239,950.      623,970.      MT  (+/- 180 meters Scaled)
 BW0955
 BW0955                          SUPERSEDED SURVEY CONTROL
 BW0955
 BW0955  NGVD 29 (??/??/92)   91.716  (m)          300.90   (f) ADJ UNCH    2 0
 BW0955
 BW0955.Superseded values are not recommended for survey control.
 BW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0955.See file dsdata.txt to determine how the superseded data were derived.
 BW0955
 BW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR768044(NAD 83)
 BW0955_MARKER: DD = SURVEY DISK
 BW0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0955_STAMPING: BM 61V-61 1970
 BW0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0955+STABILITY: SURFACE MOTION
 BW0955
 BW0955  HISTORY     - Date     Condition        Report By
 BW0955  HISTORY     - 1970     MONUMENTED       MSHD
 BW0955
 BW0955                          STATION DESCRIPTION
 BW0955
 BW0955'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0955'5.4 MI SW FROM FAYETTE.
 BW0955'THE MARK IS LOCATED 5.4 MILES SOUTHWEST OF FAYETTE NEAR THE SOUTHEAST
 BW0955'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 102 FEET SOUTHEAST OF THE
 BW0955'CENTER OF HIGHWAY 61, 3 FEET NORTHEAST OF A POWER LINE POLE, 13.5 FEET
 BW0955'NORTHWEST OF THE WEST CORNER OF A CONCRETE SLAB, 1.5 FEET SOUTHWEST OF
 BW0955'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0955'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES. NOTE-- TO REACH
 BW0955'FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON U.S.
 BW0955'HIGHWAY 61 FOR 4.6 MILES TO A SIDE ROAD AND THE BAPTIST EXHIBIT ON THE
 BW0955'LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.85 MILE TO A
 BW0955'DRIVEWAY ON THE RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0959 ***********************************************************************
 BW0959  DESIGNATION -  61 V 62
 BW0959  PID         -  BW0959
 BW0959  STATE/COUNTY-  MS/JEFFERSON
 BW0959  USGS QUAD   -  FAYETTE (1988)
 BW0959
 BW0959                         *CURRENT SURVEY CONTROL
 BW0959  ___________________________________________________________________
 BW0959* NAD 83(1986)-  31 40 31.     (N)    091 06 36.     (W)     SCALED    
 BW0959* NAVD 88     -       101.03   (+/-2cm)     331.5    (feet)  VERTCON   
 BW0959  ___________________________________________________________________
 BW0959  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0959
 BW0959.The horizontal coordinates were scaled from a topographic map and have
 BW0959.an estimated accuracy of +/- 6 seconds.
 BW0959
 BW0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0959.The vertical order pertains to the NGVD 29 superseded value.
 BW0959
 BW0959.The geoid height was determined by GEOID03.
 BW0959
 BW0959;                    North         East    Units  Estimated Accuracy
 BW0959;SPC MS W     -   241,410.      626,360.      MT  (+/- 180 meters Scaled)
 BW0959
 BW0959                          SUPERSEDED SURVEY CONTROL
 BW0959
 BW0959  NGVD 29 (??/??/92)  101.039  (m)          331.49   (f) ADJ UNCH    2 0
 BW0959
 BW0959.Superseded values are not recommended for survey control.
 BW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0959.See file dsdata.txt to determine how the superseded data were derived.
 BW0959
 BW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR791059(NAD 83)
 BW0959_MARKER: DD = SURVEY DISK
 BW0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0959_STAMPING: BM 61V-62 1970
 BW0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0959+STABILITY: SURFACE MOTION
 BW0959
 BW0959  HISTORY     - Date     Condition        Report By
 BW0959  HISTORY     - 1970     MONUMENTED       MSHD
 BW0959
 BW0959                          STATION DESCRIPTION
 BW0959
 BW0959'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0959'3.8 MI SW FROM FAYETTE.
 BW0959'THE MARK IS LOCATED 3.8 MILES SOUTHWEST OF FAYETTE ON THE SOUTHEAST
 BW0959'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 50 FEET SOUTHEAST OF THE
 BW0959'CENTER OF HIGHWAY 61, 113 FEET SOUTHWEST OF A POWER LINE POLE, 114
 BW0959'FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 6.5 FEET NORTHEAST OF A 9
 BW0959'INCH PECAN, 2.5 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A METAL
 BW0959'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 4
 BW0959'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO
 BW0959'REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON
 BW0959'U.S. HIGHWAY 61 FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY 33.
 BW0959'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 2.85 MILES TO A POWER LINE
 BW0959'CROSSING THE HIGHWAY AT AN ANGLE AND THE MARK ON THE LEFT JUST BEFORE
 BW0959'REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0960 ***********************************************************************
 BW0960  DESIGNATION -  61 V 63
 BW0960  PID         -  BW0960
 BW0960  STATE/COUNTY-  MS/JEFFERSON
 BW0960  USGS QUAD   -  FAYETTE (1988)
 BW0960
 BW0960                         *CURRENT SURVEY CONTROL
 BW0960  ___________________________________________________________________
 BW0960* NAD 83(1986)-  31 40 43.     (N)    091 06 06.     (W)     SCALED    
 BW0960* NAVD 88     -        75.79   (+/-2cm)     248.7    (feet)  VERTCON   
 BW0960  ___________________________________________________________________
 BW0960  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0960
 BW0960.The horizontal coordinates were scaled from a topographic map and have
 BW0960.an estimated accuracy of +/- 6 seconds.
 BW0960
 BW0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0960.The vertical order pertains to the NGVD 29 superseded value.
 BW0960
 BW0960.The geoid height was determined by GEOID03.
 BW0960
 BW0960;                    North         East    Units  Estimated Accuracy
 BW0960;SPC MS W     -   241,770.      627,150.      MT  (+/- 180 meters Scaled)
 BW0960
 BW0960                          SUPERSEDED SURVEY CONTROL
 BW0960
 BW0960  NGVD 29 (??/??/92)   75.800  (m)          248.69   (f) ADJ UNCH    2 0
 BW0960
 BW0960.Superseded values are not recommended for survey control.
 BW0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0960.See file dsdata.txt to determine how the superseded data were derived.
 BW0960
 BW0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR799063(NAD 83)
 BW0960_MARKER: DD = SURVEY DISK
 BW0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0960_STAMPING: BM 61V-63 1970
 BW0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0960+STABILITY: SURFACE MOTION
 BW0960
 BW0960  HISTORY     - Date     Condition        Report By
 BW0960  HISTORY     - 1970     MONUMENTED       MSHD
 BW0960
 BW0960                          STATION DESCRIPTION
 BW0960
 BW0960'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0960'3 MI SW FROM FAYETTE.
 BW0960'THE MARK IS LOCATED 3 MILES SOUTHWEST OF FAYETTE ON THE SOUTHEAST
 BW0960'RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 57.5 FEET SOUTHEAST OF THE
 BW0960'CENTER OF HIGHWAY 61, 34 FEET NORTHEAST OF THE CENTER OF THE ROAD
 BW0960'LEADING INTO A FIELD, 61 FEET SOUTHWEST OF A 40 INCH OAK, 66 FEET
 BW0960'NORTHEAST OF A POWER LINE POLE, 115 FEET SOUTH SOUTHEAST OF POWER LINE
 BW0960'POLE NO. 25, 1 FOOT NORTHWEST OF A FENCE, 1.5 FEET NORTH OF A METAL
 BW0960'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2
 BW0960'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. NOTE-- TO
 BW0960'REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE GO SOUTH ON U.S.
 BW0960'HIGHWAY 61 FOR 2.6 MILES TO A SIDE ROAD RIGHT. CONTINUE SOUTHWEST ON
 BW0960'U.S. HIGHWAY 61 FOR 0.3 MILE TO A SIDE ROAD LEADING INTO A FIELD AND
 BW0960'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0961 ***********************************************************************
 BW0961  DESIGNATION -  61 V 64
 BW0961  PID         -  BW0961
 BW0961  STATE/COUNTY-  MS/JEFFERSON
 BW0961  USGS QUAD   -  FAYETTE (1988)
 BW0961
 BW0961                         *CURRENT SURVEY CONTROL
 BW0961  ___________________________________________________________________
 BW0961* NAD 83(1986)-  31 41 19.     (N)    091 05 18.     (W)     SCALED    
 BW0961* NAVD 88     -        75.08   (+/-2cm)     246.3    (feet)  VERTCON   
 BW0961  ___________________________________________________________________
 BW0961  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW0961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0961
 BW0961.The horizontal coordinates were scaled from a topographic map and have
 BW0961.an estimated accuracy of +/- 6 seconds.
 BW0961
 BW0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0961.The vertical order pertains to the NGVD 29 superseded value.
 BW0961
 BW0961.The geoid height was determined by GEOID03.
 BW0961
 BW0961;                    North         East    Units  Estimated Accuracy
 BW0961;SPC MS W     -   242,870.      628,420.      MT  (+/- 180 meters Scaled)
 BW0961
 BW0961                          SUPERSEDED SURVEY CONTROL
 BW0961
 BW0961  NGVD 29 (??/??/92)   75.085  (m)          246.34   (f) ADJ UNCH    2 0
 BW0961
 BW0961.Superseded values are not recommended for survey control.
 BW0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0961.See file dsdata.txt to determine how the superseded data were derived.
 BW0961
 BW0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR811075(NAD 83)
 BW0961_MARKER: DD = SURVEY DISK
 BW0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0961_STAMPING: BM 61V-64 1970
 BW0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0961+STABILITY: SURFACE MOTION
 BW0961
 BW0961  HISTORY     - Date     Condition        Report By
 BW0961  HISTORY     - 1970     MONUMENTED       MSHD
 BW0961
 BW0961                          STATION DESCRIPTION
 BW0961
 BW0961'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0961'2 MI SW FROM FAYETTE.
 BW0961'THE MARK IS LOCATED 2 MILES SOUTHWEST OF FAYETTE NEAR THE WEST CORNER
 BW0961'OF A CYCLONE FENCE AROUND A POWER SUB STATION FOR THE MP AND L
 BW0961'COMPANY.  IT IS 67 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 19 FEET
 BW0961'SOUTHWEST OF THE CENTER OF THE DRIVEWAY INSIDE THE POWER SUB STATION,
 BW0961'8.5 FEET SOUTHEAST OF THE WEST CORNER OF A CYCLONE FENCE, 3.5 FEET
 BW0961'SOUTHWEST OF A FENCE, 22 FEET EAST OF A TELEPHONE LINE POLE, 1.5 FEET
 BW0961'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0961'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW0961'4 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN
 BW0961'FAYETTE GO SOUTH ON U.S. HIGHWAY 61 FOR 1 MILE TO THE JUNCTION OF
 BW0961'STATE HIGHWAY 33.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.9 MILE
 BW0961'TO THE ENTRANCE TO A POWER SUB STATION AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0962 ***********************************************************************
 BW0962  DESIGNATION -  61 V 65
 BW0962  PID         -  BW0962
 BW0962  STATE/COUNTY-  MS/JEFFERSON
 BW0962  USGS QUAD   -  FAYETTE (1988)
 BW0962
 BW0962                         *CURRENT SURVEY CONTROL
 BW0962  ___________________________________________________________________
 BW0962* NAD 83(1986)-  31 41 37.     (N)    091 04 36.     (W)     SCALED    
 BW0962* NAVD 88     -        65.83   (+/-2cm)     216.0    (feet)  VERTCON   
 BW0962  ___________________________________________________________________
 BW0962  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0962
 BW0962.The horizontal coordinates were scaled from a topographic map and have
 BW0962.an estimated accuracy of +/- 6 seconds.
 BW0962
 BW0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0962.The vertical order pertains to the NGVD 29 superseded value.
 BW0962
 BW0962.The geoid height was determined by GEOID03.
 BW0962
 BW0962;                    North         East    Units  Estimated Accuracy
 BW0962;SPC MS W     -   243,420.      629,530.      MT  (+/- 180 meters Scaled)
 BW0962
 BW0962                          SUPERSEDED SURVEY CONTROL
 BW0962
 BW0962  NGVD 29 (??/??/92)   65.840  (m)          216.01   (f) ADJ UNCH    2 0
 BW0962
 BW0962.Superseded values are not recommended for survey control.
 BW0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0962.See file dsdata.txt to determine how the superseded data were derived.
 BW0962
 BW0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR822080(NAD 83)
 BW0962_MARKER: DD = SURVEY DISK
 BW0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0962_STAMPING: BM 61V-65 1970
 BW0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0962+STABILITY: SURFACE MOTION
 BW0962
 BW0962  HISTORY     - Date     Condition        Report By
 BW0962  HISTORY     - 1970     MONUMENTED       MSHD
 BW0962
 BW0962                          STATION DESCRIPTION
 BW0962
 BW0962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0962'1 MI SW FROM FAYETTE.
 BW0962'THE MARK IS LOCATED 1 MILE SOUTHWEST OF FAYETTE ON A TRIANGULAR PLOT
 BW0962'OF GROUND FORMED BY THE JUNCTION OF STATE HIGHWAY 33 AND U.S. HIGHWAY
 BW0962'61 AND AN ENTRANCE RAMP.  IT IS 40 FEET SOUTHEAST OF THE CENTER OF
 BW0962'HIGHWAY 61, 34 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 33, 31 FEET
 BW0962'NORTHEAST OF THE CENTER OF THE MOST WESTERN ENTRANCE RAMP, 55 FEET
 BW0962'WEST SOUTHWEST OF A POLE WITH A LAMP ON IT, 1.5 FEET EAST OF A METAL
 BW0962'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1
 BW0962'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BW0962'NOTE-- TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE GO
 BW0962'SOUTH ON U.S. HIGHWAY 61 FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY
 BW0962'33 AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0970 ***********************************************************************
 BW0970  CBN         -  This is a Cooperative Base Network Control Station.
 BW0970  DESIGNATION -  61 V 66
 BW0970  PID         -  BW0970
 BW0970  STATE/COUNTY-  MS/JEFFERSON
 BW0970  USGS QUAD   -  FAYETTE (1988)
 BW0970
 BW0970                         *CURRENT SURVEY CONTROL
 BW0970  ___________________________________________________________________
 BW0970* NAD 83(2007)-  31 43 22.59314(N)    091 03 33.21327(W)     ADJUSTED  
 BW0970* NAVD 88     -        79.8    (meters)     262.     (feet)  GPS OBS   
 BW0970  ___________________________________________________________________
 BW0970  EPOCH DATE  -        2002.00
 BW0970  X           -    -100,384.510 (meters)                     COMP
 BW0970  Y           -  -5,429,392.802 (meters)                     COMP
 BW0970  Z           -   3,334,367.265 (meters)                     COMP
 BW0970  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BW0970  ELLIP HEIGHT-          53.765 (meters)          (02/10/07) ADJUSTED
 BW0970  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0970
 BW0970  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0970  Type    PID    Designation                      North   East  Ellip
 BW0970  -------------------------------------------------------------------
 BW0970  NETWORK BW0970 61 V 66                           0.73   0.63   1.63
 BW0970  -------------------------------------------------------------------
 BW0970
 BW0970.The horizontal coordinates were established by GPS observations
 BW0970.and adjusted by the National Geodetic Survey in February 2007.
 BW0970
 BW0970.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0970.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0970.The horizontal coordinates are valid at the epoch date displayed above.
 BW0970.The epoch date for horizontal control is a decimal equivalence
 BW0970.of Year/Month/Day.
 BW0970
 BW0970.The orthometric height was determined by GPS observations and a
 BW0970.high-resolution geoid model.
 BW0970
 BW0970.Photographs are available for this station.
 BW0970
 BW0970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0970
 BW0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0970
 BW0970.The ellipsoidal height was determined by GPS observations
 BW0970.and is referenced to NAD 83.
 BW0970
 BW0970.The geoid height was determined by GEOID03.
 BW0970
 BW0970;                    North         East     Units Scale Factor Converg.
 BW0970;SPC MS W     -   246,658.639   631,205.287   MT  1.00000835   -0 22 54.1
 BW0970;SPC MS W     -   809,245.88  2,070,879.35   sFT  1.00000835   -0 22 54.1
 BW0970;UTM  15      - 3,511,364.558   683,881.416   MT  1.00001703   +1 01 14.8
 BW0970
 BW0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0970!SPC MS W     -   0.99999156  x   1.00000835  =   0.99999991
 BW0970!UTM  15      -   0.99999156  x   1.00001703  =   1.00000859
 BW0970
 BW0970                          SUPERSEDED SURVEY CONTROL
 BW0970
 BW0970  ELLIP H (04/15/02)   53.768  (m)                       GP(       ) 4 2
 BW0970  NAD 83(1993)-  31 43 22.59274(N)    091 03 33.21302(W) AD(       ) B
 BW0970  ELLIP H (02/15/02)   53.762  (m)                       GP(       ) 4 1
 BW0970  NGVD 29 (??/??/92)   79.923  (m)          262.21   (f) ADJ UNCH    2 0
 BW0970
 BW0970.Superseded values are not recommended for survey control.
 BW0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0970.See file dsdata.txt to determine how the superseded data were derived.
 BW0970
 BW0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8388111365(NAD 83)
 BW0970_MARKER: DD = SURVEY DISK
 BW0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0970_STAMPING: BM 61V-66 1970
 BW0970_MARK LOGO: MSHD  
 BW0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0970+STABILITY: SURFACE MOTION
 BW0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0970+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 BW0970
 BW0970  HISTORY     - Date     Condition        Report By
 BW0970  HISTORY     - 1970     MONUMENTED       MSHD
 BW0970  HISTORY     - 20001113 GOOD             NGS
 BW0970  HISTORY     - 20020723 GOOD             PYBURN
 BW0970
 BW0970                          STATION DESCRIPTION
 BW0970
 BW0970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0970'0.75 MI N FROM FAYETTE.
 BW0970'THE MARK IS LOCATED 0.75 MILE NORTH OF FAYETTE NEAR THE SOUTHEAST
 BW0970'CORNER OF THE FENCE AROUND THE JEFFERSON HIGH SCHOOL ATHLETIC FIELD.
 BW0970'IT IS 167 FEET WEST OF THE CENTER OF HIGHWAY 61, 246 FEET NORTH
 BW0970'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 110.5 FEET
 BW0970'NORTHEAST OF A POLE WITH A LAMP ON IT, 5 FEET NORTHEAST OF THE
 BW0970'SOUTHEAST CORNER OF THE CYCLONE FENCE AROUND THE ATHLETIC FIELD, 2
 BW0970'FEET EAST OF THE FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST, SET
 BW0970'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET BELOW THE
 BW0970'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH
 BW0970'FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO NORTH ON U.S.
 BW0970'HIGHWAY 61 FOR 0.75 MILE TO THE JEFFERSON HIGH SCHOOL ATHLETIC FIELD
 BW0970'(ABOUT 100 YARDS NORTH OF THE SCHOOL) AND THE MARK ON THE LEFT.
 BW0970
 BW0970                          STATION RECOVERY (2000)
 BW0970
 BW0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0970'RECOVERED AS AMENDED.  THE STATION IS 167 FT (50.9 M) WEST OF THE
 BW0970'CENTER OF OLD US 61 NOW, ABOUT 1.1 MI (1.8 KM) SOUTH OF WHERE OLD US
 BW0970'61 JOINS US 61 ON THE NORTH SIDE OF FAYETTE.  THE CITED FENCE NOW RUNS
 BW0970'NORTH, SOUTHWEST, AND SOUTHEAST FROM THE CITED CORNER.  AND THE MARK
 BW0970'IS 1 FT (0.3 M) EAST OF AN ORANGE WITNESS POST.
 BW0970
 BW0970                          STATION RECOVERY (2002)
 BW0970
 BW0970'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 BW0970'RECOVERED AS DESCRIBED
 BW0970'IPYBURN
 BW0970'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0971 ***********************************************************************
 BW0971  DESIGNATION -  61 V 67
 BW0971  PID         -  BW0971
 BW0971  STATE/COUNTY-  MS/JEFFERSON
 BW0971  USGS QUAD   -  FAYETTE (1988)
 BW0971
 BW0971                         *CURRENT SURVEY CONTROL
 BW0971  ___________________________________________________________________
 BW0971* NAD 83(1986)-  31 44 07.     (N)    091 03 24.     (W)     SCALED    
 BW0971* NAVD 88     -        83.41   (+/-2cm)     273.7    (feet)  VERTCON   
 BW0971  ___________________________________________________________________
 BW0971  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0971
 BW0971.The horizontal coordinates were scaled from a topographic map and have
 BW0971.an estimated accuracy of +/- 6 seconds.
 BW0971
 BW0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0971.The vertical order pertains to the NGVD 29 superseded value.
 BW0971
 BW0971.The geoid height was determined by GEOID03.
 BW0971
 BW0971;                    North         East    Units  Estimated Accuracy
 BW0971;SPC MS W     -   248,030.      631,460.      MT  (+/- 180 meters Scaled)
 BW0971
 BW0971                          SUPERSEDED SURVEY CONTROL
 BW0971
 BW0971  NGVD 29 (??/??/92)   83.417  (m)          273.68   (f) ADJ UNCH    2 0
 BW0971
 BW0971.Superseded values are not recommended for survey control.
 BW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0971.See file dsdata.txt to determine how the superseded data were derived.
 BW0971
 BW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR841127(NAD 83)
 BW0971_MARKER: DD = SURVEY DISK
 BW0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0971_STAMPING: BM 61V-67 1970
 BW0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0971+STABILITY: SURFACE MOTION
 BW0971
 BW0971  HISTORY     - Date     Condition        Report By
 BW0971  HISTORY     - 1970     MONUMENTED       MSHD
 BW0971
 BW0971                          STATION DESCRIPTION
 BW0971
 BW0971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0971'1.9 MI N FROM FAYETTE.
 BW0971'THE MARK IS LOCATED 1.9 MILES NORTH OF FAYETTE ON THE NORTH
 BW0971'RIGHT-OF-WAY OF A COUNTY ROAD LEADING WEST ALONG THE NORTH SIDE OF A
 BW0971'GROUP OF CHICKEN HOUSES.  IT IS 274 FEET WEST OF THE CENTER OF HIGHWAY
 BW0971'61, 38 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 80 FEET NORTH OF
 BW0971'THE NORTHEAST CORNER OF THE MOST NORTHERN CHICKEN HOUSE, 94 FEET
 BW0971'NORTHEAST OF A POWER LINE POLE WITH A TRIPLE TRANSFORMER, 14 FEET WEST
 BW0971'OF A 14 INCH PINE, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL
 BW0971'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1
 BW0971'FOOT BELOW THE LEVEL OF THE ROAD AND PROJECTS 3 INCHES. NOTE-- TO
 BW0971'REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO NORTH ON
 BW0971'U.S. HIGHWAY 61 FOR 1.9 MILES TO A SIDE ROAD LEFT ON THE NORTH SIDE OF
 BW0971'A GROUP OF CHICKEN HOUSES.  TURN LEFT (WEST) AND CONTINUE ON THE
 BW0971'GRAVELED ROAD FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0976 ***********************************************************************
 BW0976  DESIGNATION -  61 V 68
 BW0976  PID         -  BW0976
 BW0976  STATE/COUNTY-  MS/JEFFERSON
 BW0976  USGS QUAD   -  LORMAN (1986)
 BW0976
 BW0976                         *CURRENT SURVEY CONTROL
 BW0976  ___________________________________________________________________
 BW0976* NAD 83(1986)-  31 46 25.     (N)    091 03 00.     (W)     SCALED    
 BW0976* NAVD 88     -        50.91   (+/-2cm)     167.0    (feet)  VERTCON   
 BW0976  ___________________________________________________________________
 BW0976  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0976
 BW0976.The horizontal coordinates were scaled from a topographic map and have
 BW0976.an estimated accuracy of +/- 6 seconds.
 BW0976
 BW0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0976.The vertical order pertains to the NGVD 29 superseded value.
 BW0976
 BW0976.The geoid height was determined by GEOID03.
 BW0976
 BW0976;                    North         East    Units  Estimated Accuracy
 BW0976;SPC MS W     -   252,270.      632,120.      MT  (+/- 180 meters Scaled)
 BW0976
 BW0976                          SUPERSEDED SURVEY CONTROL
 BW0976
 BW0976  NGVD 29 (??/??/92)   50.925  (m)          167.08   (f) ADJ UNCH    2 0
 BW0976
 BW0976.Superseded values are not recommended for survey control.
 BW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0976.See file dsdata.txt to determine how the superseded data were derived.
 BW0976
 BW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR846169(NAD 83)
 BW0976_MARKER: DD = SURVEY DISK
 BW0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0976_SP_SET: BRIDGE
 BW0976_STAMPING: BM 61V-68 1970
 BW0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0976
 BW0976  HISTORY     - Date     Condition        Report By
 BW0976  HISTORY     - 1970     MONUMENTED       MSHD
 BW0976
 BW0976                          STATION DESCRIPTION
 BW0976
 BW0976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0976'4.3 MI N FROM FAYETTE.
 BW0976'THE MARK IS LOCATED 4.3 MILES NORTH OF FAYETTE IN THE WEST END OF THE
 BW0976'SOUTH ABUTMENT OF THE CONCRETE BRIDGE OVER COLES CREEK, 3.2 MILES
 BW0976'SOUTH OF LORMAN.  IT IS 15 FEET WEST OF THE CENTER OF HIGHWAY 61, 2
 BW0976'FEET NORTHWEST OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE
 BW0976'WEST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL
 BW0976'WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY
 BW0976'COURTHOUSE IN FAYETTE, GO NORTH ON U.S. HIGHWAY 61 FOR 4.3 MILES TO AN
 BW0976'ANGLING SIDE ROAD RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.25
 BW0976'MILE TO THE CONCRETE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0977 ***********************************************************************
 BW0977  DESIGNATION -  61 V 69
 BW0977  PID         -  BW0977
 BW0977  STATE/COUNTY-  MS/JEFFERSON
 BW0977  USGS QUAD   -  LORMAN (1986)
 BW0977
 BW0977                         *CURRENT SURVEY CONTROL
 BW0977  ___________________________________________________________________
 BW0977* NAD 83(1986)-  31 47 53.     (N)    091 03 42.     (W)     SCALED    
 BW0977* NAVD 88     -        64.05   (+/-2cm)     210.1    (feet)  VERTCON   
 BW0977  ___________________________________________________________________
 BW0977  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0977
 BW0977.The horizontal coordinates were scaled from a topographic map and have
 BW0977.an estimated accuracy of +/- 6 seconds.
 BW0977
 BW0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0977.The vertical order pertains to the NGVD 29 superseded value.
 BW0977
 BW0977.The geoid height was determined by GEOID03.
 BW0977
 BW0977;                    North         East    Units  Estimated Accuracy
 BW0977;SPC MS W     -   254,990.      631,030.      MT  (+/- 180 meters Scaled)
 BW0977
 BW0977                          SUPERSEDED SURVEY CONTROL
 BW0977
 BW0977  NGVD 29 (??/??/92)   64.060  (m)          210.17   (f) ADJ UNCH    2 0
 BW0977
 BW0977.Superseded values are not recommended for survey control.
 BW0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0977.See file dsdata.txt to determine how the superseded data were derived.
 BW0977
 BW0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR835196(NAD 83)
 BW0977_MARKER: DD = SURVEY DISK
 BW0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0977_STAMPING: BM 61V-69 1970
 BW0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0977+STABILITY: SURFACE MOTION
 BW0977
 BW0977  HISTORY     - Date     Condition        Report By
 BW0977  HISTORY     - 1970     MONUMENTED       MSHD
 BW0977
 BW0977                          STATION DESCRIPTION
 BW0977
 BW0977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0977'5.9 MI N FROM FAYETTE.
 BW0977'THE MARK IS LOCATED 5.9 MILES NORTH OF FAYETTE ON THE WEST
 BW0977'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 1.8 MILES SOUTHWEST OF LORMAN NEAR
 BW0977'THE NORTH END OF A CURVE.  IT IS 47.5 FEET WEST OF THE CENTER OF
 BW0977'HIGHWAY 61, 20 FEET SOUTH OF THE CENTER OF A TRACK ROAD LEADING INTO A
 BW0977'PASTURE, 4 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 BW0977'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET
 BW0977'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 BW0977'FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO NORTH ON U.S.
 BW0977'HIGHWAY 61 FOR 5.6 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH ON U.S.
 BW0977'HIGHWAY 61 FOR 0.55 MILE TO A TRACK ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1056 ***********************************************************************
 BW1056  DESIGNATION -  61 V 7
 BW1056  PID         -  BW1056
 BW1056  STATE/COUNTY-  MS/WILKINSON
 BW1056  USGS QUAD   -  WOODVILLE (1988)
 BW1056
 BW1056                         *CURRENT SURVEY CONTROL
 BW1056  ___________________________________________________________________
 BW1056* NAD 83(1986)-  31 04 25.     (N)    091 18 38.     (W)     SCALED    
 BW1056* NAVD 88     -       100.19   (+/-2cm)     328.7    (feet)  VERTCON   
 BW1056  ___________________________________________________________________
 BW1056  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BW1056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1056
 BW1056.The horizontal coordinates were scaled from a topographic map and have
 BW1056.an estimated accuracy of +/- 6 seconds.
 BW1056
 BW1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1056.The vertical order pertains to the NGVD 29 superseded value.
 BW1056
 BW1056.The geoid height was determined by GEOID03.
 BW1056
 BW1056;                    North         East    Units  Estimated Accuracy
 BW1056;SPC MS W     -   174,850.      606,750.      MT  (+/- 180 meters Scaled)
 BW1056
 BW1056                          SUPERSEDED SURVEY CONTROL
 BW1056
 BW1056  NGVD 29 (??/??/92)  100.15   (m)          328.6    (f) COMPUTED    2 0
 BW1056
 BW1056.Superseded values are not recommended for survey control.
 BW1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1056.See file dsdata.txt to determine how the superseded data were derived.
 BW1056
 BW1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ611389(NAD 83)
 BW1056_MARKER: DB = BENCH MARK DISK
 BW1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1056_SP_SET: CULVERT
 BW1056_STAMPING: BM 61V-7 1969
 BW1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1056
 BW1056  HISTORY     - Date     Condition        Report By
 BW1056  HISTORY     - 1969     MONUMENTED       MSHD
 BW1056
 BW1056                          STATION DESCRIPTION
 BW1056
 BW1056'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1056'2.3 MI SSW FROM WOODVILLE.
 BW1056'THE MARK IS LOCATED 2.3 MILES SOUTH SOUTHWEST OF WOODVILLE IN THE
 BW1056'NORTH END OF THE WEST HEADWALL OF A 5X4 FOOT BOX CULVERT.  IT IS 25.5
 BW1056'FEET WEST OF THE CENTER OF U.S. HIGHWAY 61, 1 FOOT SOUTH OF A METAL
 BW1056'WITNESS POST, SET IN A DRILLED HOLE IN THE NORTH END OF THE WEST
 BW1056'HEADWALL OF A 5X4 FOOT CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW
 BW1056'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE WILKINSON COUNTY
 BW1056'COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW1056'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH)
 BW1056'AND CONTINUE ON U.S. HIGHWAY 61 FOR 1.9 MILES TO OLD U.S. HIGHWAY 61
 BW1056'ON THE RIGHT CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.65 MILE TO THE
 BW1056'CULVERT AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0978 ***********************************************************************
 BW0978  DESIGNATION -  61 V 70
 BW0978  PID         -  BW0978
 BW0978  STATE/COUNTY-  MS/JEFFERSON
 BW0978  USGS QUAD   -  LORMAN (1986)
 BW0978
 BW0978                         *CURRENT SURVEY CONTROL
 BW0978  ___________________________________________________________________
 BW0978* NAD 83(1986)-  31 48 46.     (N)    091 03 10.     (W)     SCALED    
 BW0978* NAVD 88     -        59.83   (+/-2cm)     196.3    (feet)  VERTCON   
 BW0978  ___________________________________________________________________
 BW0978  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0978
 BW0978.The horizontal coordinates were scaled from a topographic map and have
 BW0978.an estimated accuracy of +/- 6 seconds.
 BW0978
 BW0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0978.The vertical order pertains to the NGVD 29 superseded value.
 BW0978
 BW0978.The geoid height was determined by GEOID03.
 BW0978
 BW0978;                    North         East    Units  Estimated Accuracy
 BW0978;SPC MS W     -   256,620.      631,880.      MT  (+/- 180 meters Scaled)
 BW0978
 BW0978                          SUPERSEDED SURVEY CONTROL
 BW0978
 BW0978  NGVD 29 (??/??/92)   59.839  (m)          196.32   (f) ADJ UNCH    2 0
 BW0978
 BW0978.Superseded values are not recommended for survey control.
 BW0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0978.See file dsdata.txt to determine how the superseded data were derived.
 BW0978
 BW0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR843213(NAD 83)
 BW0978_MARKER: DD = SURVEY DISK
 BW0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0978_STAMPING: BM 61V-70 1970
 BW0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0978+STABILITY: SURFACE MOTION
 BW0978
 BW0978  HISTORY     - Date     Condition        Report By
 BW0978  HISTORY     - 1970     MONUMENTED       MSHD
 BW0978
 BW0978                          STATION DESCRIPTION
 BW0978
 BW0978'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0978'6.8 MI N FROM FAYETTE.
 BW0978'THE MARK IS LOCATED 6.8 MILES NORTH OF FAYETTE IN AN AREA ABOUT MIDWAY
 BW0978'BETWEEN THE ICRR TRACK AND U.S. HIGHWAY 61, 0.7 MILE SOUTH OF LORMAN.
 BW0978'IT IS 54 FEET EAST OF THE CENTER OF HIGHWAY 61, 40 FEET WEST OF THE
 BW0978'WEST RAIL OF THE ICRR TRACK, 2 FEET EAST OF POLE NO. 10431, 1.5 FEET
 BW0978'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0978'CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW0978'4 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN
 BW0978'FAYETTE, GO NORTH ON U.S. HIGHWAY 61 FOR 5.6 MILES TO A SIDE ROAD
 BW0978'LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE MARK ON
 BW0978'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0979 ***********************************************************************
 BW0979  DESIGNATION -  61 V 71
 BW0979  PID         -  BW0979
 BW0979  STATE/COUNTY-  MS/JEFFERSON
 BW0979  USGS QUAD   -  LORMAN (1986)
 BW0979
 BW0979                         *CURRENT SURVEY CONTROL
 BW0979  ___________________________________________________________________
 BW0979* NAD 83(1986)-  31 49 31.     (N)    091 02 53.     (W)     SCALED    
 BW0979* NAVD 88     -        66.63   (+/-2cm)     218.6    (feet)  VERTCON   
 BW0979  ___________________________________________________________________
 BW0979  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0979
 BW0979.The horizontal coordinates were scaled from a topographic map and have
 BW0979.an estimated accuracy of +/- 6 seconds.
 BW0979
 BW0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0979.The vertical order pertains to the NGVD 29 superseded value.
 BW0979
 BW0979.The geoid height was determined by GEOID03.
 BW0979
 BW0979;                    North         East    Units  Estimated Accuracy
 BW0979;SPC MS W     -   258,000.      632,340.      MT  (+/- 180 meters Scaled)
 BW0979
 BW0979                          SUPERSEDED SURVEY CONTROL
 BW0979
 BW0979  NGVD 29 (??/??/92)   66.643  (m)          218.64   (f) ADJ UNCH    2 0
 BW0979
 BW0979.Superseded values are not recommended for survey control.
 BW0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0979.See file dsdata.txt to determine how the superseded data were derived.
 BW0979
 BW0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR847227(NAD 83)
 BW0979_MARKER: DD = SURVEY DISK
 BW0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0979_STAMPING: BM 61V-71 1970
 BW0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0979+STABILITY: SURFACE MOTION
 BW0979
 BW0979  HISTORY     - Date     Condition        Report By
 BW0979  HISTORY     - 1970     MONUMENTED       MSHD
 BW0979
 BW0979                          STATION DESCRIPTION
 BW0979
 BW0979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0979'7.8 MI NNE FROM FAYETTE.
 BW0979'THE MARK IS LOCATED 7.8 MILES NORTH NORTHEAST OF FAYETTE, 3 MILES
 BW0979'NORTHEAST OF LORMAN IN THE NORTHWEST CORNER OF A ROADSIDE PARK.  IT IS
 BW0979'ABOUT 230 FEET WEST OF THE CENTER OF HIGHWAY 61, 3 FEET SOUTH
 BW0979'SOUTHEAST OF A FENCE CORNER, 41 FEET NORTH OF ANOTHER FENCE CORNER,
 BW0979'11.5 FEET NORTHEAST OF A 20 INCH ELM, 38 FEET NORTHWEST OF THE CENTER
 BW0979'OF A CIRCULAR DRIVE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, SET
 BW0979'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE
 BW0979'LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE
 BW0979'JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO NORTH ON U.S. HIGHWAY 61
 BW0979'FOR 7.9 MILES TO THE CROSSROADS AT LORMAN.  CONTINUE NORTH ON U.S.
 BW0979'HIGHWAY 61 FOR 0.3 MILES TO THE ENTRANCE TO A ROAD SIDE PARK.  TURN
 BW0979'LEFT (WEST) CROSSING A WOODEN BRIDGE THEN RIGHT (NORTHWEST) FOR ABOUT
 BW0979'200 FEET TO THE MARK IN THE NORTHWEST CORNER OF THE PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0981 ***********************************************************************
 BW0981  DESIGNATION -  61 V 72
 BW0981  PID         -  BW0981
 BW0981  STATE/COUNTY-  MS/JEFFERSON
 BW0981  USGS QUAD   -  LORMAN (1986)
 BW0981
 BW0981                         *CURRENT SURVEY CONTROL
 BW0981  ___________________________________________________________________
 BW0981* NAD 83(1986)-  31 50 15.     (N)    091 02 16.     (W)     SCALED    
 BW0981* NAVD 88     -        73.17   (+/-2cm)     240.1    (feet)  VERTCON   
 BW0981  ___________________________________________________________________
 BW0981  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0981
 BW0981.The horizontal coordinates were scaled from a topographic map and have
 BW0981.an estimated accuracy of +/- 6 seconds.
 BW0981
 BW0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0981.The vertical order pertains to the NGVD 29 superseded value.
 BW0981
 BW0981.The geoid height was determined by GEOID03.
 BW0981
 BW0981;                    North         East    Units  Estimated Accuracy
 BW0981;SPC MS W     -   259,350.      633,320.      MT  (+/- 180 meters Scaled)
 BW0981
 BW0981                          SUPERSEDED SURVEY CONTROL
 BW0981
 BW0981  NGVD 29 (??/??/92)   73.175  (m)          240.07   (f) ADJ UNCH    2 0
 BW0981
 BW0981.Superseded values are not recommended for survey control.
 BW0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0981.See file dsdata.txt to determine how the superseded data were derived.
 BW0981
 BW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR856241(NAD 83)
 BW0981_MARKER: DD = SURVEY DISK
 BW0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0981_STAMPING: BM 61V-72 1970
 BW0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0981+STABILITY: SURFACE MOTION
 BW0981
 BW0981  HISTORY     - Date     Condition        Report By
 BW0981  HISTORY     - 1970     MONUMENTED       MSHD
 BW0981
 BW0981                          STATION DESCRIPTION
 BW0981
 BW0981'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0981'8.6 MI NNE FROM FAYETTE.
 BW0981'THE MARK IS LOCATED 8.6 MILES NORTH NORTHEAST OF FAYETTE IN THE
 BW0981'SOUTHEAST ANGLE OF THE CROSSING OF THE ICRR TRACK WITH A PRIVATE ROAD,
 BW0981'1.2 MILES NORTHEAST OF THE SETTLEMENT OF LORMAN.  IT IS 98 FEET SOUTH
 BW0981'SOUTHEAST OF THE CENTER OF THE CROSSING, 92.5 FEET SOUTH OF THE SOUTH
 BW0981'RAIL, 174 FEET SOUTH OF THE CENTER OF HIGHWAY 61, 16 FEET EAST OF THE
 BW0981'CENTER OF A PRIVATE ROAD, 7 FEET NORTHWEST OF A T FENCE CORNER, 47.5
 BW0981'FEET SOUTH SOUTHEAST OF A RAILROAD STOP SIGN, 24 FEET NORTHWEST OF THE
 BW0981'NORTHWEST CORNER OF A SQUARE CONCRETE FOUNDATION, 4 FEET HIGH, 3 FEET
 BW0981'NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN THE
 BW0981'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE TRACK AND
 BW0981'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY
 BW0981'COURTHOUSE IN FAYETTE, GO NORTH ON U.S. HIGHWAY 61 FOR 7.9 MILES TO
 BW0981'THE CROSSROADS IN LORMAN.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1
 BW0981'MILE TO THE JUNCTION OF STATE HIGHWAY 552.  CONTINUE NORTHEAST ON U.S.
 BW0981'HIGHWAY 61 FOR 0.35 MILE TO A STORE WITH A LOG FRONT ON IT ON THE
 BW0981'LEFT, AND A PRIVATE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0985 ***********************************************************************
 BW0985  DESIGNATION -  61 V 73
 BW0985  PID         -  BW0985
 BW0985  STATE/COUNTY-  MS/JEFFERSON
 BW0985  USGS QUAD   -  LORMAN (1986)
 BW0985
 BW0985                         *CURRENT SURVEY CONTROL
 BW0985  ___________________________________________________________________
 BW0985* NAD 83(1986)-  31 50 31.     (N)    091 01 30.     (W)     SCALED    
 BW0985* NAVD 88     -        63.14   (+/-2cm)     207.2    (feet)  VERTCON   
 BW0985  ___________________________________________________________________
 BW0985  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0985
 BW0985.The horizontal coordinates were scaled from a topographic map and have
 BW0985.an estimated accuracy of +/- 6 seconds.
 BW0985
 BW0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0985.The vertical order pertains to the NGVD 29 superseded value.
 BW0985
 BW0985.The geoid height was determined by GEOID03.
 BW0985
 BW0985;                    North         East    Units  Estimated Accuracy
 BW0985;SPC MS W     -   259,830.      634,530.      MT  (+/- 180 meters Scaled)
 BW0985
 BW0985                          SUPERSEDED SURVEY CONTROL
 BW0985
 BW0985  NGVD 29 (??/??/92)   63.151  (m)          207.19   (f) ADJ UNCH    2 0
 BW0985
 BW0985.Superseded values are not recommended for survey control.
 BW0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0985.See file dsdata.txt to determine how the superseded data were derived.
 BW0985
 BW0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR868246(NAD 83)
 BW0985_MARKER: DD = SURVEY DISK
 BW0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0985_STAMPING: BM 61V-73 1970
 BW0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0985+STABILITY: SURFACE MOTION
 BW0985
 BW0985  HISTORY     - Date     Condition        Report By
 BW0985  HISTORY     - 1970     MONUMENTED       MSHD
 BW0985
 BW0985                          STATION DESCRIPTION
 BW0985
 BW0985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0985'9.1 MI NE FROM FAYETTE.
 BW0985'THE MARK IS LOCATED 9.1 MILES NORTHEAST OF FAYETTE ON THE SOUTHEAST
 BW0985'RIGHT-OF-WAY OF THE ICRR TRACK, 2 MILES NORTHEAST OF THE SETTLEMENT OF
 BW0985'LORMAN IN THE SOUTH ANGLE OF THE CROSSING OF THE ICRR TRACK WITH A
 BW0985'PRIVATE ROAD.  IT IS 57 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 BW0985'THE PRIVATE ROAD, 134.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 50
 BW0985'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14 FEET SOUTHWEST OF THE CENTER
 BW0985'OF THE PRIVATE ROAD, 7 FEET SOUTHWEST OF A FENCE CORNER, 3.5 FEET
 BW0985'NORTHWEST OF A 10 INCH TRIPLE COTTONWOOD, 1 FOOT NORTHWEST OF A FENCE,
 BW0985'1 FOOT SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW0985'ROUND CONCRETE POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND
 BW0985'PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY
 BW0985'COURTHOUSE IN FAYETTE, GO NORTH ON U.S. HIGHWAY 61 FOR 7.9 MILES TO
 BW0985'THE CROSSROADS AT LORMAN.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1
 BW0985'MILE TO THE JUNCTION OF STATE HIGHWAY 552.  CONTINUE NORTHEAST ON
 BW0985'STATE HIGHWAY 552 FOR 1.15 MILES TO A PRIVATE ROAD AND THE MARK ON THE
 BW0985'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0990 ***********************************************************************
 BW0990  DESIGNATION -  61 V 74
 BW0990  PID         -  BW0990
 BW0990  STATE/COUNTY-  MS/CLAIBORNE
 BW0990  USGS QUAD   -  LORMAN (1986)
 BW0990
 BW0990                         *CURRENT SURVEY CONTROL
 BW0990  ___________________________________________________________________
 BW0990* NAD 83(1986)-  31 51 37.     (N)    091 00 24.     (W)     SCALED    
 BW0990* NAVD 88     -        56.05   (+/-2cm)     183.9    (feet)  VERTCON   
 BW0990  ___________________________________________________________________
 BW0990  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0990
 BW0990.The horizontal coordinates were scaled from a topographic map and have
 BW0990.an estimated accuracy of +/- 6 seconds.
 BW0990
 BW0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0990.The vertical order pertains to the NGVD 29 superseded value.
 BW0990
 BW0990.The geoid height was determined by GEOID03.
 BW0990
 BW0990;                    North         East    Units  Estimated Accuracy
 BW0990;SPC MS W     -   261,860.      636,280.      MT  (+/- 180 meters Scaled)
 BW0990
 BW0990                          SUPERSEDED SURVEY CONTROL
 BW0990
 BW0990  NGVD 29 (??/??/92)   56.059  (m)          183.92   (f) ADJ UNCH    2 0
 BW0990
 BW0990.Superseded values are not recommended for survey control.
 BW0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0990.See file dsdata.txt to determine how the superseded data were derived.
 BW0990
 BW0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR885266(NAD 83)
 BW0990_MARKER: DD = SURVEY DISK
 BW0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0990_STAMPING: BM 61V-74 1970
 BW0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0990+STABILITY: SURFACE MOTION
 BW0990
 BW0990  HISTORY     - Date     Condition        Report By
 BW0990  HISTORY     - 1970     MONUMENTED       MSHD
 BW0990
 BW0990                          STATION DESCRIPTION
 BW0990
 BW0990'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0990'6.7 MI SW FROM PORT GIBSON.
 BW0990'THE MARK IS LOCATED 6.7 MILES SOUTHWEST OF THE COURTHOUSE IN PORT
 BW0990'GIBSON ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.5 MILE SOUTH OF
 BW0990'THE COMMUNITY OF RUSSUM.  IT IS 48.5 FEET EAST OF THE CENTER OF
 BW0990'HIGHWAY 61, 110 FEET NORTH OF THE CENTER OF A DRIVEWAY, 158 FEET NORTH
 BW0990'OF A POWER LINE POLE, 138 FEET NORTHWEST OF A 20 INCH OAK, 124.5 FEET
 BW0990'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE WITH A RED
 BW0990'TOP, 4 FEET NORTHWEST OF A FENCE CORNER, 2.5 FEET WEST OF A FENCE, 1.5
 BW0990'FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0990'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.
 BW0990'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON
 BW0990'ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.
 BW0990'TURN RIGHT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 6.4 MILES TO A
 BW0990'SIDE ROAD LEFT IN RUSSUM.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.5
 BW0990'MILE TO THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0991 ***********************************************************************
 BW0991  DESIGNATION -  61 V 75
 BW0991  PID         -  BW0991
 BW0991  STATE/COUNTY-  MS/CLAIBORNE
 BW0991  USGS QUAD   -  WIDOWS CREEK (1986)
 BW0991
 BW0991                         *CURRENT SURVEY CONTROL
 BW0991  ___________________________________________________________________
 BW0991* NAD 83(1986)-  31 52 31.     (N)    091 00 30.     (W)     SCALED    
 BW0991* NAVD 88     -        51.52   (+/-2cm)     169.0    (feet)  VERTCON   
 BW0991  ___________________________________________________________________
 BW0991  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0991
 BW0991.The horizontal coordinates were scaled from a topographic map and have
 BW0991.an estimated accuracy of +/- 6 seconds.
 BW0991
 BW0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0991.The vertical order pertains to the NGVD 29 superseded value.
 BW0991
 BW0991.The geoid height was determined by GEOID03.
 BW0991
 BW0991;                    North         East    Units  Estimated Accuracy
 BW0991;SPC MS W     -   263,520.      636,130.      MT  (+/- 180 meters Scaled)
 BW0991
 BW0991                          SUPERSEDED SURVEY CONTROL
 BW0991
 BW0991  NGVD 29 (??/??/92)   51.528  (m)          169.05   (f) ADJ UNCH    2 0
 BW0991
 BW0991.Superseded values are not recommended for survey control.
 BW0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0991.See file dsdata.txt to determine how the superseded data were derived.
 BW0991
 BW0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR883283(NAD 83)
 BW0991_MARKER: DD = SURVEY DISK
 BW0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0991_SP_SET: BRIDGE
 BW0991_STAMPING: BM 61V-75 1970
 BW0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0991
 BW0991  HISTORY     - Date     Condition        Report By
 BW0991  HISTORY     - 1970     MONUMENTED       MSHD
 BW0991
 BW0991                          STATION DESCRIPTION
 BW0991
 BW0991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0991'5.9 MI SW FROM PORT GIBSON.
 BW0991'THE MARK IS LOCATED 5.9 MILES SOUTHWEST OF THE COURTHOUSE IN PORT
 BW0991'GIBSON IN THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE 0.3
 BW0991'MILE NORTHEAST OF THE COMMUNITY OF RUSSUM.  IT IS 13.5 FEET EAST OF
 BW0991'THE CENTER OF HIGHWAY 61, 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BW0991'POST, SET IN A DRILLED HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A
 BW0991'CONCRETE BRIDGE AT THE NORTH END OF THE WEST RAILING AND IS ABOUT 1
 BW0991'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE U.S.
 BW0991'POST OFFICE IN PORT GIBSON GO EAST ON ORANGE STREET FOR 0.1 MILE TO
 BW0991'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE
 BW0991'ON U.S. HIGHWAY 61 FOR 4.35 MILES TO THE ENTRANCE TO THE MOSSWOOD
 BW0991'COUNTRY CLUB.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 1.7 MILES TO A
 BW0991'CONCRETE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0505 ***********************************************************************
 BW0505  DESIGNATION -  61 V 76
 BW0505  PID         -  BW0505
 BW0505  STATE/COUNTY-  MS/CLAIBORNE
 BW0505  USGS QUAD   -  PORT GIBSON (1963)
 BW0505
 BW0505                         *CURRENT SURVEY CONTROL
 BW0505  ___________________________________________________________________
 BW0505* NAD 83(1986)-  31 53 58.     (N)    090 59 49.     (W)     SCALED    
 BW0505* NAVD 88     -        63.41   (+/-2cm)     208.0    (feet)  VERTCON   
 BW0505  ___________________________________________________________________
 BW0505  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0505
 BW0505.The horizontal coordinates were scaled from a topographic map and have
 BW0505.an estimated accuracy of +/- 6 seconds.
 BW0505
 BW0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0505.The vertical order pertains to the NGVD 29 superseded value.
 BW0505
 BW0505.The geoid height was determined by GEOID03.
 BW0505
 BW0505;                    North         East    Units  Estimated Accuracy
 BW0505;SPC MS W     -   266,190.      637,230.      MT  (+/- 180 meters Scaled)
 BW0505
 BW0505                          SUPERSEDED SURVEY CONTROL
 BW0505
 BW0505  NGVD 29 (??/??/92)   63.420  (m)          208.07   (f) ADJ UNCH    2 0
 BW0505
 BW0505.Superseded values are not recommended for survey control.
 BW0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0505.See file dsdata.txt to determine how the superseded data were derived.
 BW0505
 BW0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR894310(NAD 83)
 BW0505_MARKER: DD = SURVEY DISK
 BW0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0505_STAMPING: BM 61V-76 1970
 BW0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0505+STABILITY: SURFACE MOTION
 BW0505
 BW0505  HISTORY     - Date     Condition        Report By
 BW0505  HISTORY     - 1970     MONUMENTED       MSHD
 BW0505
 BW0505                          STATION DESCRIPTION
 BW0505
 BW0505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0505'4.4 MI SW FROM PORT GIBSON.
 BW0505'THE MARK IS LOCATED 4.4 MILES SOUTHWEST OF THE COURTHOUSE IN PORT
 BW0505'GIBSON ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 76 FEET
 BW0505'EAST OF THE CENTER OF HIGHWAY 61, 15 FEET EAST OF A 14 INCH SYCAMORE,
 BW0505'21 FEET NORTH OF THE CENTER OF A DRIVEWAY, 37 FEET SOUTHWEST OF A
 BW0505'POWER LINE POLE WITH GUY WIRES, 2 FEET SOUTH OF A FENCE, 2 FEET EAST
 BW0505'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW0505'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BW0505'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT GIBSON GO
 BW0505'EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BW0505'61.  TURN RIGHT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 2.3 MILES
 BW0505'TO THE NATCHEZ TRACE OVERPASS.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR
 BW0505'1.55 MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR
 BW0505'0.45 MILE TO A DRIVEWAY AND THE MARK ON THE LEFT JUST BEFORE REACHING
 BW0505'THE ENTRANCE TO THE MOSSWOOD COUNTRY CLUB.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0506 ***********************************************************************
 BW0506  DESIGNATION -  61 V 77
 BW0506  PID         -  BW0506
 BW0506  STATE/COUNTY-  MS/CLAIBORNE
 BW0506  USGS QUAD   -  PORT GIBSON (1963)
 BW0506
 BW0506                         *CURRENT SURVEY CONTROL
 BW0506  ___________________________________________________________________
 BW0506* NAD 83(1986)-  31 54 55.     (N)    090 59 40.     (W)     SCALED    
 BW0506* NAVD 88     -        66.54   (+/-2cm)     218.3    (feet)  VERTCON   
 BW0506  ___________________________________________________________________
 BW0506  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0506
 BW0506.The horizontal coordinates were scaled from a topographic map and have
 BW0506.an estimated accuracy of +/- 6 seconds.
 BW0506
 BW0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0506.The vertical order pertains to the NGVD 29 superseded value.
 BW0506
 BW0506.The geoid height was determined by GEOID03.
 BW0506
 BW0506;                    North         East    Units  Estimated Accuracy
 BW0506;SPC MS W     -   267,950.      637,480.      MT  (+/- 180 meters Scaled)
 BW0506
 BW0506                          SUPERSEDED SURVEY CONTROL
 BW0506
 BW0506  NGVD 29 (??/??/92)   66.551  (m)          218.34   (f) ADJ UNCH    2 0
 BW0506
 BW0506.Superseded values are not recommended for survey control.
 BW0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0506.See file dsdata.txt to determine how the superseded data were derived.
 BW0506
 BW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR896328(NAD 83)
 BW0506_MARKER: DD = SURVEY DISK
 BW0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0506_STAMPING: BM 61V-77 1970
 BW0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0506+STABILITY: SURFACE MOTION
 BW0506
 BW0506  HISTORY     - Date     Condition        Report By
 BW0506  HISTORY     - 1970     MONUMENTED       MSHD
 BW0506
 BW0506                          STATION DESCRIPTION
 BW0506
 BW0506'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0506'3.1 MI SW FROM PORT GIBSON.
 BW0506'THE MARK IS LOCATED 3.1 MILES SOUTHWEST OF THE COURTHOUSE IN PORT
 BW0506'GIBSON ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 50 FEET
 BW0506'EAST OF THE CENTER OF HIGHWAY 61, 22 FEET NORTH OF THE CENTER OF A
 BW0506'PRIVATE ROAD, 37 FEET NORTH NORTHEAST OF A FENCE CORNER, 102 FEET EAST
 BW0506'OF A POWER LINE POLE WITH A TRANSFORMER, 1.5 FEET NORTH OF A METAL
 BW0506'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT
 BW0506'LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM
 BW0506'THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1
 BW0506'MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND
 BW0506'CONTINUE ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE NATCHEZ TRACE
 BW0506'OVERPASS.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.9 MILE TO A PRIVATE
 BW0506'ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0507 ***********************************************************************
 BW0507  HT_MOD      -  This is a Height Modernization Survey Station.
 BW0507  CBN         -  This is a Cooperative Base Network Control Station.
 BW0507  DESIGNATION -  61 V 78
 BW0507  PID         -  BW0507
 BW0507  STATE/COUNTY-  MS/CLAIBORNE
 BW0507  USGS QUAD   -  PORT GIBSON (1963)
 BW0507
 BW0507                         *CURRENT SURVEY CONTROL
 BW0507  ___________________________________________________________________
 BW0507* NAD 83(2007)-  31 55 47.40924(N)    090 59 41.88233(W)     ADJUSTED  
 BW0507* NAVD 88     -        80.97   (meters)     265.6    (feet)  GPS OBS   
 BW0507  ___________________________________________________________________
 BW0507  EPOCH DATE  -        2002.00
 BW0507  X           -     -94,085.192 (meters)                     COMP
 BW0507  Y           -  -5,417,406.649 (meters)                     COMP
 BW0507  Z           -   3,353,859.887 (meters)                     COMP
 BW0507  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BW0507  ELLIP HEIGHT-          54.805 (meters)          (02/10/07) ADJUSTED
 BW0507  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW0507
 BW0507  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0507  Type    PID    Designation                      North   East  Ellip
 BW0507  -------------------------------------------------------------------
 BW0507  NETWORK BW0507 61 V 78                           0.47   0.35   0.94
 BW0507  -------------------------------------------------------------------
 BW0507
 BW0507.The horizontal coordinates were established by GPS observations
 BW0507.and adjusted by the National Geodetic Survey in February 2007.
 BW0507
 BW0507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0507.The horizontal coordinates are valid at the epoch date displayed above.
 BW0507.The epoch date for horizontal control is a decimal equivalence
 BW0507.of Year/Month/Day.
 BW0507
 BW0507.The orthometric height was determined by GPS observations and a
 BW0507.high-resolution geoid model.
 BW0507.The orthometric height was determined by GPS observations and a
 BW0507.high-resolution geoid model using precise GPS observation and
 BW0507.processing techniques.
 BW0507
 BW0507.Photographs are available for this station.
 BW0507
 BW0507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0507
 BW0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0507
 BW0507.The ellipsoidal height was determined by GPS observations
 BW0507.and is referenced to NAD 83.
 BW0507
 BW0507.The geoid height was determined by GEOID03.
 BW0507
 BW0507;                    North         East     Units Scale Factor Converg.
 BW0507;SPC MS W     -   269,560.517   637,435.074   MT  0.99999826   -0 20 59.8
 BW0507;SPC MS W     -   884,383.13  2,091,318.24   sFT  0.99999826   -0 20 59.8
 BW0507;UTM  15      - 3,534,413.074   689,547.308   MT  1.00004311   +1 03 38.7
 BW0507
 BW0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0507!SPC MS W     -   0.99999139  x   0.99999826  =   0.99998965
 BW0507!UTM  15      -   0.99999139  x   1.00004311  =   1.00003450
 BW0507
 BW0507                          SUPERSEDED SURVEY CONTROL
 BW0507
 BW0507  ELLIP H (04/15/02)   54.791  (m)                       GP(       ) 4 2
 BW0507  NAD 83(1993)-  31 55 47.40880(N)    090 59 41.88224(W) AD(       ) B
 BW0507  ELLIP H (02/15/02)   54.792  (m)                       GP(       ) 4 1
 BW0507  NGVD 29 (??/??/92)   81.081  (m)          266.01   (f) ADJ UNCH    2 0
 BW0507
 BW0507.Superseded values are not recommended for survey control.
 BW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0507.See file dsdata.txt to determine how the superseded data were derived.
 BW0507
 BW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8954734413(NAD 83)
 BW0507_MARKER: DD = SURVEY DISK
 BW0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0507_SP_SET: BRIDGE ABUTMENT
 BW0507_STAMPING: BM 61V-78 1970
 BW0507_MARK LOGO: MSHD  
 BW0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0507+SATELLITE: SATELLITE OBSERVATIONS - 2003
 BW0507
 BW0507  HISTORY     - Date     Condition        Report By
 BW0507  HISTORY     - 1970     MONUMENTED       MSHD
 BW0507  HISTORY     - 20000202 GOOD             NGS
 BW0507  HISTORY     - 20020723 GOOD             PYBURN
 BW0507  HISTORY     - 2003     GOOD             PYBURN
 BW0507
 BW0507                          STATION DESCRIPTION
 BW0507
 BW0507'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0507'2.3 MI SW FROM PORT GIBSON.
 BW0507'THE MARK IS LOCATED 2.3 MILES SOUTHWEST OF THE COURTHOUSE IN PORT
 BW0507'GIBSON IN THE BASE OF THE WEST END OF THE NORTH RAILING OF THE NATCHEZ
 BW0507'TRACE PARKWAY BRIDGE OVER U.S. HIGHWAY 61.  IT IS 90 FEET WEST
 BW0507'NORTHWEST OF THE CENTER OF HIGHWAY 61, 16 FEET NORTH OF THE CENTER OF
 BW0507'THE NATCHEZ TRACE PARKWAY, SET IN A DRILL HOLE IN THE BASE OF THE WEST
 BW0507'END OF THE NORTH CONCRETE RAILING OF THE BRIDGE AND IS ABOUT 1 FOOT
 BW0507'ABOVE THE LEVEL OF THE NATCHEZ TRACE PARKWAY.  NOTE-- TO REACH FROM
 BW0507'THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1
 BW0507'MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND
 BW0507'CONTINUE ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE NATCHEZ TRACE
 BW0507'OVERPASS AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW0507
 BW0507                          STATION RECOVERY (2000)
 BW0507
 BW0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0507'RECOVERED AS DESCRIBED.  TO REACH THE STATION, ENTER THE NATCHEZ TRACE
 BW0507'PARKWAY 0.2 MILE (0.3 KM) SOUTH OF ITS OVERPASS OVER ROUTE 61.  TURN
 BW0507'WEST OFF OF ROUTE 61, THEN PROCEED 0.2 MILE (0.3 KM) UP THE RAMP TO
 BW0507'THE TRACE, THEN RIGHT (EASTERLY) AND 0.1 MILE (0.2 KM) ON THE TRACE TO
 BW0507'THE OVERPASS AND THE MARK ON THE LEFT, ON THE NORTH SIDE OF THE
 BW0507'ABUTMENT.  THE MARK IS 2.5 M (8.2 FT) EAST OF THE WEST END OF THE
 BW0507'CONCRETE BRIDGE SIDE RAIL, 1.6 M (5.2 FT) NORTH OF THE EDGE OF
 BW0507'PAVEMENT, AND 0.25 M (0.82 FT) ABOVE THE LEVEL OF THE ROAD.
 BW0507
 BW0507                          STATION RECOVERY (2002)
 BW0507
 BW0507'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 BW0507'RECOVERED AS DESCRIBED
 BW0507'IPYBURN
 BW0507'
 BW0507
 BW0507                          STATION RECOVERY (2003)
 BW0507
 BW0507'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 BW0507'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0513 ***********************************************************************
 BW0513  DESIGNATION -  61 V 79
 BW0513  PID         -  BW0513
 BW0513  STATE/COUNTY-  MS/CLAIBORNE
 BW0513  USGS QUAD   -  PORT GIBSON (1963)
 BW0513
 BW0513                         *CURRENT SURVEY CONTROL
 BW0513  ___________________________________________________________________
 BW0513* NAD 83(1986)-  31 57 55.     (N)    090 58 42.     (W)     SCALED    
 BW0513* NAVD 88     -        31.94   (+/-2cm)     104.8    (feet)  VERTCON   
 BW0513  ___________________________________________________________________
 BW0513  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0513
 BW0513.The horizontal coordinates were scaled from a topographic map and have
 BW0513.an estimated accuracy of +/- 6 seconds.
 BW0513
 BW0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0513.The vertical order pertains to the NGVD 29 superseded value.
 BW0513
 BW0513.The geoid height was determined by GEOID03.
 BW0513
 BW0513;                    North         East    Units  Estimated Accuracy
 BW0513;SPC MS W     -   273,480.      639,030.      MT  (+/- 180 meters Scaled)
 BW0513
 BW0513                          SUPERSEDED SURVEY CONTROL
 BW0513
 BW0513  NGVD 29 (??/??/92)   31.959  (m)          104.85   (f) ADJ UNCH    2 0
 BW0513
 BW0513.Superseded values are not recommended for survey control.
 BW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0513.See file dsdata.txt to determine how the superseded data were derived.
 BW0513
 BW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR910383(NAD 83)
 BW0513_MARKER: DD = SURVEY DISK
 BW0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0513_SP_SET: ABUTMENT
 BW0513_STAMPING: BM 61V-79 1970
 BW0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0513
 BW0513  HISTORY     - Date     Condition        Report By
 BW0513  HISTORY     - 1970     MONUMENTED       MSHD
 BW0513
 BW0513                          STATION DESCRIPTION
 BW0513
 BW0513'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0513'0.25 MI NE FROM PORT GIBSON.
 BW0513'THE MARK IS LOCATED 0.25 MILE NORTHEAST OF THE COURTHOUSE IN PORT
 BW0513'GIBSON IN THE WEST END OF THE SOUTH ABUTMENT OF THE IRWIN RUSSELL
 BW0513'MEMORIAL BRIDGE.  IT IS 20.5 FEET WEST OF THE CENTER OF HIGHWAY 61,
 BW0513'20.5 FEET NORTH OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE
 BW0513'WEST END OF THE SOUTH ABUTMENT OF THE IRWIN RUSSELL MEMORIAL BRIDGE
 BW0513'OVER LITTLE BAYOU PIERRE AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 BW0513'HIGHWAY.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT GIBSON, GO
 BW0513'EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BW0513'61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 0.2 MILE TO
 BW0513'THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1057 ***********************************************************************
 BW1057  DESIGNATION -  61 V 8
 BW1057  PID         -  BW1057
 BW1057  STATE/COUNTY-  MS/WILKINSON
 BW1057  USGS QUAD   -  WOODVILLE (1988)
 BW1057
 BW1057                         *CURRENT SURVEY CONTROL
 BW1057  ___________________________________________________________________
 BW1057* NAD 83(1986)-  31 05 03.     (N)    091 18 15.     (W)     SCALED    
 BW1057* NAVD 88     -       111.48   (+/-2cm)     365.7    (feet)  VERTCON   
 BW1057  ___________________________________________________________________
 BW1057  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BW1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1057
 BW1057.The horizontal coordinates were scaled from a topographic map and have
 BW1057.an estimated accuracy of +/- 6 seconds.
 BW1057
 BW1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1057.The vertical order pertains to the NGVD 29 superseded value.
 BW1057
 BW1057.The geoid height was determined by GEOID03.
 BW1057
 BW1057;                    North         East    Units  Estimated Accuracy
 BW1057;SPC MS W     -   176,010.      607,370.      MT  (+/- 180 meters Scaled)
 BW1057
 BW1057                          SUPERSEDED SURVEY CONTROL
 BW1057
 BW1057  NGVD 29 (??/??/92)  111.45   (m)          365.6    (f) COMPUTED    2 0
 BW1057
 BW1057.Superseded values are not recommended for survey control.
 BW1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1057.See file dsdata.txt to determine how the superseded data were derived.
 BW1057
 BW1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ617401(NAD 83)
 BW1057_MARKER: DD = SURVEY DISK
 BW1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1057_SP_SET: CONCRETE POST
 BW1057_STAMPING: BM 61V-8 1969
 BW1057_MARK LOGO: MSHD  
 BW1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1057+STABILITY: SURFACE MOTION
 BW1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1057+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1993
 BW1057
 BW1057  HISTORY     - Date     Condition        Report By
 BW1057  HISTORY     - 1969     MONUMENTED       MSHD
 BW1057  HISTORY     - 19930611 SEE DESCRIPTION  MSHD
 BW1057
 BW1057                          STATION DESCRIPTION
 BW1057
 BW1057'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1057'1.4 MI S FROM WOODVILLE.
 BW1057'THE MARK IS LOCATED 1.4 MILES SOUTH OF WOODVILLE ON THE SOUTH
 BW1057'RIGHT-OF-WAY OF U.S. HIGHWAY 61, IN THE NORTHEAST 1/4 OF SECTION 3, T
 BW1057'1N, R 2W.  IT IS 57 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61,
 BW1057'1.5 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A METAL WITNESS
 BW1057'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH
 BW1057'THE HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE WILKINSON
 BW1057'COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY
 BW1057'24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN RIGHT
 BW1057'(SOUTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 1.5 MILES TO THE
 BW1057'GLENBURNIE MOTOR HOTEL ON THE RIGHT.  CONTINUE SOUTHWEST ON U.S.
 BW1057'HIGHWAY 61 FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BW1057
 BW1057                          STATION RECOVERY (1993)
 BW1057
 BW1057'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BW1057'MARK WAS RECOVERED IN GOOD CONDITION, BUT GOING TO BE DESTROYED BY
 BW1057'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 BW1057'61 V 8 RESET 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0515 ***********************************************************************
 BW0515  DESIGNATION -  61 V 80
 BW0515  PID         -  BW0515
 BW0515  STATE/COUNTY-  MS/CLAIBORNE
 BW0515  USGS QUAD   -  PORT GIBSON (1963)
 BW0515
 BW0515                         *CURRENT SURVEY CONTROL
 BW0515  ___________________________________________________________________
 BW0515* NAD 83(1986)-  31 58 43.     (N)    090 58 18.     (W)     SCALED    
 BW0515* NAVD 88     -        33.69   (+/-2cm)     110.5    (feet)  VERTCON   
 BW0515  ___________________________________________________________________
 BW0515  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0515
 BW0515.The horizontal coordinates were scaled from a topographic map and have
 BW0515.an estimated accuracy of +/- 6 seconds.
 BW0515
 BW0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0515.The vertical order pertains to the NGVD 29 superseded value.
 BW0515
 BW0515.The geoid height was determined by GEOID03.
 BW0515
 BW0515;                    North         East    Units  Estimated Accuracy
 BW0515;SPC MS W     -   274,960.      639,670.      MT  (+/- 180 meters Scaled)
 BW0515
 BW0515                          SUPERSEDED SURVEY CONTROL
 BW0515
 BW0515  NGVD 29 (??/??/92)   33.707  (m)          110.59   (f) ADJ UNCH    2 0
 BW0515
 BW0515.Superseded values are not recommended for survey control.
 BW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0515.See file dsdata.txt to determine how the superseded data were derived.
 BW0515
 BW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR916398(NAD 83)
 BW0515_MARKER: DD = SURVEY DISK
 BW0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0515_STAMPING: BM 61B-80 1970
 BW0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0515+STABILITY: SURFACE MOTION
 BW0515
 BW0515  HISTORY     - Date     Condition        Report By
 BW0515  HISTORY     - 1970     MONUMENTED       MSHD
 BW0515
 BW0515                          STATION DESCRIPTION
 BW0515
 BW0515'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0515'1.1 MI NE FROM PORT GIBSON.
 BW0515'THE MARK IS LOCATED 1.1 MILES NORTHEAST OF THE COURTHOUSE IN PORT
 BW0515'GIBSON ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 81 FEET
 BW0515'WEST OF THE CENTER OF HIGHWAY 61, 49 FEET SOUTHWEST OF THE CENTER OF
 BW0515'THE SOUTH ENTRANCE TO THE SERVICE STATION, 16 FEET SOUTHEAST OF A POLE
 BW0515'WITH A LAMP ON IT, 5.5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET EAST
 BW0515'OF A FENCE, 57 FEET NORTHEAST OF A 20 INCH GUM, 1.5 FEET SOUTHWEST OF
 BW0515'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0515'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.
 BW0515'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON
 BW0515'ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.
 BW0515'TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 1.1 MILES TO AN
 BW0515'ANGLING SIDE ROAD RIGHT AND THE MARK ON THE LEFT JUST BEFORE REACHING
 BW0515'A SOUTHLAND SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0516 ***********************************************************************
 BW0516  DESIGNATION -  61 V 81
 BW0516  PID         -  BW0516
 BW0516  STATE/COUNTY-  MS/CLAIBORNE
 BW0516  USGS QUAD   -  PORT GIBSON (1963)
 BW0516
 BW0516                         *CURRENT SURVEY CONTROL
 BW0516  ___________________________________________________________________
 BW0516* NAD 83(1986)-  31 59 19.     (N)    090 58 00.     (W)     SCALED    
 BW0516* NAVD 88     -        50.66   (+/-2cm)     166.2    (feet)  VERTCON   
 BW0516  ___________________________________________________________________
 BW0516  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0516
 BW0516.The horizontal coordinates were scaled from a topographic map and have
 BW0516.an estimated accuracy of +/- 6 seconds.
 BW0516
 BW0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0516.The vertical order pertains to the NGVD 29 superseded value.
 BW0516
 BW0516.The geoid height was determined by GEOID03.
 BW0516
 BW0516;                    North         East    Units  Estimated Accuracy
 BW0516;SPC MS W     -   276,060.      640,150.      MT  (+/- 180 meters Scaled)
 BW0516
 BW0516                          SUPERSEDED SURVEY CONTROL
 BW0516
 BW0516  NGVD 29 (??/??/92)   50.684  (m)          166.29   (f) ADJ UNCH    2 0
 BW0516
 BW0516.Superseded values are not recommended for survey control.
 BW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0516.See file dsdata.txt to determine how the superseded data were derived.
 BW0516
 BW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR921409(NAD 83)
 BW0516_MARKER: DD = SURVEY DISK
 BW0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0516_SP_SET: CONCRETE POST
 BW0516_STAMPING: B.M. 61V-81 1970
 BW0516_MARK LOGO: MSHD  
 BW0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0516+STABILITY: SURFACE MOTION
 BW0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0516+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 BW0516
 BW0516  HISTORY     - Date     Condition        Report By
 BW0516  HISTORY     - 1970     MONUMENTED       MSHD
 BW0516  HISTORY     - 19900621 GOOD             MSHD
 BW0516
 BW0516                          STATION DESCRIPTION
 BW0516
 BW0516'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0516'2 MI NE FROM PORT GIBSON.
 BW0516'THE MARK IS LOCATED 2 MILES NORTHEAST OF THE COURTHOUSE IN PORT GIBSON
 BW0516'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 46 FEET SOUTHEAST
 BW0516'OF THE CENTER OF HIGHWAY 61, 10 FEET SOUTHEAST OF A LARGE LIVE OAK, 39
 BW0516'FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 11 FEET NORTHWEST OF THE
 BW0516'CENTER OF A DRIVEWAY, 61.5 FEET WEST OF THE SOUTHWEST CORNER OF A
 BW0516'WHITE ASBESTOS SIDING HOUSE, 7 FEET SOUTHWEST OF THE EXTENDED SOUTH
 BW0516'WALL OF THE HOUSE, 18 FEET NORTHWEST OF A HEDGE FENCE, 30 FEET
 BW0516'NORTHWEST OF A 20 INCH CHERRY ACTING AS A FENCE CORNER, 2 FEET
 BW0516'NORTHWEST OF A POLE WITH A LAMP, 2 FEET SOUTH OF A METAL WITNESS POST,
 BW0516'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 BW0516'LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. NOTE-- TO REACH FROM THE
 BW0516'U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1 MILE
 BW0516'TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT (NORTH) AND CONTINUE
 BW0516'ON U.S. HIGHWAY 61 FOR 2 MILES TO AN ANGLING SIDE ROAD LEFT. CONTINUE
 BW0516'NORTH ON U.S. HIGHWAY 61 FOR ABOUT 200 FEET TO A DRIVEWAY AND THE MARK
 BW0516'ON THE RIGHT.
 BW0516
 BW0516                          STATION RECOVERY (1990)
 BW0516
 BW0516'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BW0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2574 ***********************************************************************
 BW2574  DESIGNATION -  61 V 81 RESET
 BW2574  PID         -  BW2574
 BW2574  STATE/COUNTY-  MS/CLAIBORNE
 BW2574  USGS QUAD   -  PORT GIBSON (1963)
 BW2574
 BW2574                         *CURRENT SURVEY CONTROL
 BW2574  ___________________________________________________________________
 BW2574* NAD 83(1986)-  31 59 19.     (N)    090 58 00.     (W)     SCALED    
 BW2574* NAVD 88     -        50.24   (+/-2cm)     164.8    (feet)  VERTCON   
 BW2574  ___________________________________________________________________
 BW2574  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW2574  VERT ORDER  -  THIRD (See Below)
 BW2574
 BW2574.The horizontal coordinates were scaled from a topographic map and have
 BW2574.an estimated accuracy of +/- 6 seconds.
 BW2574
 BW2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2574.The vertical order pertains to the NGVD 29 superseded value.
 BW2574
 BW2574.The geoid height was determined by GEOID03.
 BW2574
 BW2574;                    North         East    Units  Estimated Accuracy
 BW2574;SPC MS W     -   276,060.      640,150.      MT  (+/- 180 meters Scaled)
 BW2574
 BW2574                          SUPERSEDED SURVEY CONTROL
 BW2574
 BW2574  NGVD 29 (08/12/04)   50.26   (m)          164.9    (f) RESET       3  
 BW2574
 BW2574.Superseded values are not recommended for survey control.
 BW2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2574.See file dsdata.txt to determine how the superseded data were derived.
 BW2574
 BW2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR921409(NAD 83)
 BW2574_MARKER: DV = VERTICAL CONTROL DISK
 BW2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2574_SP_SET: CONCRETE POST
 BW2574_STAMPING: 61V 81 RESET 1990
 BW2574_MARK LOGO: NGS   
 BW2574_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2574+STABILITY: SURFACE MOTION
 BW2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2574+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BW2574
 BW2574  HISTORY     - Date     Condition        Report By
 BW2574  HISTORY     - 1990     MONUMENTED       MSHD
 BW2574
 BW2574                          STATION DESCRIPTION
 BW2574
 BW2574'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BW2574'2.0 MI (3.2 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 BW2574'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO
 BW2574'AN ANGLING SIDE ROAD ON THE LEFT, CONTINUE NORTH ON HIGHWAY 61 FOR
 BW2574'0.05 MI (0.08 KM) TO THE MARK ON THE LEFT, 180.0 FT (54.9 M) WEST OF
 BW2574'THE CENTER OF HIGHWAY 61, 175 FT (53.3 M) SOUTH OF THE CENTER OF
 BW2574'FEADLEY ROAD AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BW2574'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9098 ***********************************************************************
 AA9098  DESIGNATION -  61 V 82 RESET
 AA9098  PID         -  AA9098
 AA9098  STATE/COUNTY-  MS/CLAIBORNE
 AA9098  USGS QUAD   -  WILLOWS (1973)
 AA9098
 AA9098                         *CURRENT SURVEY CONTROL
 AA9098  ___________________________________________________________________
 AA9098* NAD 83(1986)-  32 00 01.     (N)    090 57 48.     (W)     SCALED    
 AA9098* NAVD 88     -        32.93   (+/-2cm)     108.0    (feet)  VERTCON   
 AA9098  ___________________________________________________________________
 AA9098  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AA9098  VERT ORDER  -  THIRD (See Below)
 AA9098
 AA9098.The horizontal coordinates were scaled from a topographic map and have
 AA9098.an estimated accuracy of +/- 6 seconds.
 AA9098
 AA9098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9098.The vertical order pertains to the NGVD 29 superseded value.
 AA9098
 AA9098.The geoid height was determined by GEOID03.
 AA9098
 AA9098;                    North         East    Units  Estimated Accuracy
 AA9098;SPC MS W     -   277,350.      640,470.      MT  (+/- 180 meters Scaled)
 AA9098
 AA9098                          SUPERSEDED SURVEY CONTROL
 AA9098
 AA9098  NGVD 29 (08/12/04)   32.95   (m)          108.1    (f) RESET       3  
 AA9098
 AA9098.Superseded values are not recommended for survey control.
 AA9098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9098.See file dsdata.txt to determine how the superseded data were derived.
 AA9098
 AA9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR923422(NAD 83)
 AA9098_MARKER: DR = REFERENCE MARK DISK
 AA9098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9098_SP_SET: BRIDGE ABUTMENT
 AA9098_STAMPING: BM 61V 82 RESET 1993
 AA9098_MARK LOGO: MSHD  
 AA9098_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9098+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA9098
 AA9098  HISTORY     - Date     Condition        Report By
 AA9098  HISTORY     - 1993     MONUMENTED       MSHD
 AA9098
 AA9098                          STATION DESCRIPTION
 AA9098
 AA9098'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993 (CDW)
 AA9098'0.1 MI (0.2 KM) EAST ALONG ORANGE STREET, FROM THE P.O. IN PORT GIBSON
 AA9098'TO THE INTERSECTION OF U.S. HIGHWAY 61, THENCE 3.0 MI (4.8 KM) NORTH
 AA9098'ALONG U.S. HIGHWAY 61 TO THE NORTHWEST END OF NORTH BOUND BRIDGE OVER
 AA9098'BAYOU PIERRE AND THE MARK. SET IN THE NORTHWEST END OF NORTH ABUTMENT
 AA9098'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0793 ***********************************************************************
 CP0793  DESIGNATION -  61 V 83
 CP0793  PID         -  CP0793
 CP0793  STATE/COUNTY-  MS/CLAIBORNE
 CP0793  USGS QUAD   -  WILLOWS (1973)
 CP0793
 CP0793                         *CURRENT SURVEY CONTROL
 CP0793  ___________________________________________________________________
 CP0793* NAD 83(1986)-  32 01 44.     (N)    090 56 53.     (W)     SCALED    
 CP0793* NAVD 88     -        74.12   (+/-2cm)     243.2    (feet)  VERTCON   
 CP0793  ___________________________________________________________________
 CP0793  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0793
 CP0793.The horizontal coordinates were scaled from a topographic map and have
 CP0793.an estimated accuracy of +/- 6 seconds.
 CP0793
 CP0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0793.The vertical order pertains to the NGVD 29 superseded value.
 CP0793
 CP0793.The geoid height was determined by GEOID03.
 CP0793
 CP0793;                    North         East    Units  Estimated Accuracy
 CP0793;SPC MS W     -   280,520.      641,930.      MT  (+/- 180 meters Scaled)
 CP0793
 CP0793                          SUPERSEDED SURVEY CONTROL
 CP0793
 CP0793  NGVD 29 (??/??/92)   74.137  (m)          243.23   (f) ADJ UNCH    2 0
 CP0793
 CP0793.Superseded values are not recommended for survey control.
 CP0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0793.See file dsdata.txt to determine how the superseded data were derived.
 CP0793
 CP0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR937454(NAD 83)
 CP0793_MARKER: DD = SURVEY DISK
 CP0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0793_SP_SET: CONCRETE POST
 CP0793_STAMPING: BM 61V-83 1970
 CP0793_MARK LOGO: MSHD  
 CP0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0793+STABILITY: SURFACE MOTION
 CP0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0793+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1991
 CP0793
 CP0793  HISTORY     - Date     Condition        Report By
 CP0793  HISTORY     - 1970     MONUMENTED       MSHD
 CP0793  HISTORY     - 19911015 GOOD             MSHD
 CP0793
 CP0793                          STATION DESCRIPTION
 CP0793
 CP0793'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0793'5 MI NE FROM PORT GIBSON.
 CP0793'THE MARK IS LOCATED 5 MILES NORTHEAST OF THE COURTHOUSE IN PORT GIBSON
 CP0793'ON PROPERTY OWNED BY MR. W. D. SLAYTON.  IT IS 145 FEET EAST OF THE
 CP0793'CENTER OF HIGHWAY 61, 79 FEET NORTH OF THE CENTER OF A DRIVEWAY, 98
 CP0793'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A RED BRICK
 CP0793'SIDING HOUSE, 47 FEET NORTH OF THE EXTENDED NORTH WALL OF THE RED
 CP0793'BRICK SIDING HOUSE, 7 FEET SOUTHWEST OF A 40 INCH OAK, 2.5 FEET
 CP0793'NORTHWEST OF A POWER LINE POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 CP0793'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 10 FEET
 CP0793'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH
 CP0793'FROM THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR
 CP0793'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH)
 CP0793'AND CONTINUE ON U.S. FOR 3.9 MILES TO A CROSSROADS. CONTINUE NORTH ON
 CP0793'U.S. HIGHWAY 61 FOR 1.2 MILES TO A DRIVEWAY LEADING TO A RED BRICK
 CP0793'SIDING HOUSE AND THE MARK ON THE RIGHT.
 CP0793
 CP0793                          STATION RECOVERY (1991)
 CP0793
 CP0793'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3333 ***********************************************************************
 CP3333  DESIGNATION -  61 V 83 RESET
 CP3333  PID         -  CP3333
 CP3333  STATE/COUNTY-  MS/CLAIBORNE
 CP3333  USGS QUAD   -  WILLOWS (1973)
 CP3333
 CP3333                         *CURRENT SURVEY CONTROL
 CP3333  ___________________________________________________________________
 CP3333* NAD 83(1986)-  32 01 44.     (N)    090 56 50.     (W)     SCALED    
 CP3333* NAVD 88     -        73.29   (+/-2cm)     240.5    (feet)  VERTCON   
 CP3333  ___________________________________________________________________
 CP3333  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP3333  VERT ORDER  -  THIRD (See Below)
 CP3333
 CP3333.The horizontal coordinates were scaled from a topographic map and have
 CP3333.an estimated accuracy of +/- 6 seconds.
 CP3333
 CP3333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3333.The vertical order pertains to the NGVD 29 superseded value.
 CP3333
 CP3333.The geoid height was determined by GEOID03.
 CP3333
 CP3333;                    North         East    Units  Estimated Accuracy
 CP3333;SPC MS W     -   280,520.      642,010.      MT  (+/- 180 meters Scaled)
 CP3333
 CP3333                          SUPERSEDED SURVEY CONTROL
 CP3333
 CP3333  NGVD 29 (08/12/04)   73.31   (m)          240.5    (f) RESET       3  
 CP3333
 CP3333.Superseded values are not recommended for survey control.
 CP3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3333.See file dsdata.txt to determine how the superseded data were derived.
 CP3333
 CP3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR938454(NAD 83)
 CP3333_MARKER: DV = VERTICAL CONTROL DISK
 CP3333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP3333_SP_SET: APRON
 CP3333_STAMPING: 61V 83 RESET 1991
 CP3333_MARK LOGO: NGS   
 CP3333_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3333+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CP3333
 CP3333  HISTORY     - Date     Condition        Report By
 CP3333  HISTORY     - 1991     MONUMENTED       MSHD
 CP3333
 CP3333                          STATION DESCRIPTION
 CP3333
 CP3333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP3333'0.10 MI (0.16 KM) EAST ALONG ORANGE STREET FROM THE POST OFFICE IN
 CP3333'PORT GIBSON, THEN NORTH ALONG U.S. HIGHWAY 61 FOR 5.1 MI (8.2 KM) TO
 CP3333'A HOUSE AND MARK ON THE RIGHT, 271.5 FT (82.8 M) EAST OF THE CENTER
 CP3333'OF THE NORTH BOUND LANES OF HIGHWAY 61, 47.9 FT (14.6 M) EAST OF THE
 CP3333'NORTHEAST CORNER OF HOUSE, 6.0 FT (1.8 M) NORTH NORTHWEST OF THE
 CP3333'SOUTHWEST CORNER OF METAL SHED, 3.0 FT (0.9 M) WEST OF THE WEST END
 CP3333'OF SHED AND SET IN DRILL HOLE IN CONCRETE APRON AT FRONT OF OVAL
 CP3333'ROOFED METAL SHED ON PROPERTY OWNED AND OCCUPIED BY EDGAR CAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0794 ***********************************************************************
 CP0794  DESIGNATION -  61 V 84
 CP0794  PID         -  CP0794
 CP0794  STATE/COUNTY-  MS/CLAIBORNE
 CP0794  USGS QUAD   -  WILLOWS (1973)
 CP0794
 CP0794                         *CURRENT SURVEY CONTROL
 CP0794  ___________________________________________________________________
 CP0794* NAD 83(1986)-  32 02 16.     (N)    090 56 26.     (W)     SCALED    
 CP0794* NAVD 88     -        76.36   (+/-2cm)     250.5    (feet)  VERTCON   
 CP0794  ___________________________________________________________________
 CP0794  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0794
 CP0794.The horizontal coordinates were scaled from a topographic map and have
 CP0794.an estimated accuracy of +/- 6 seconds.
 CP0794
 CP0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0794.The vertical order pertains to the NGVD 29 superseded value.
 CP0794
 CP0794.The geoid height was determined by GEOID03.
 CP0794
 CP0794;                    North         East    Units  Estimated Accuracy
 CP0794;SPC MS W     -   281,500.      642,650.      MT  (+/- 180 meters Scaled)
 CP0794
 CP0794                          SUPERSEDED SURVEY CONTROL
 CP0794
 CP0794  NGVD 29 (??/??/92)   76.375  (m)          250.57   (f) ADJ UNCH    2 0
 CP0794
 CP0794.Superseded values are not recommended for survey control.
 CP0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0794.See file dsdata.txt to determine how the superseded data were derived.
 CP0794
 CP0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR944464(NAD 83)
 CP0794_MARKER: DD = SURVEY DISK
 CP0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0794_SP_SET: CONCRETE POST
 CP0794_STAMPING: B.M. 61V-84 1970
 CP0794_MARK LOGO: MSHD  
 CP0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0794+STABILITY: SURFACE MOTION
 CP0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0794+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 CP0794
 CP0794  HISTORY     - Date     Condition        Report By
 CP0794  HISTORY     - 1970     MONUMENTED       MSHD
 CP0794  HISTORY     - 19900621 GOOD             MSHD
 CP0794
 CP0794                          STATION DESCRIPTION
 CP0794
 CP0794'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0794'5.7 MI NE FROM PORT GIBSON.
 CP0794'THE MARK IS LOCATED 5.7 MILES NORTHEAST OF THE COURTHOUSE IN PORT
 CP0794'GIBSON IN THE EAST ANGLE OF THE JUNCTION OF A SIDE ROAD WITH U.S.
 CP0794'HIGHWAY 61.  IT IS 75 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 28
 CP0794'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 11 FEET NORTHWEST OF A 24
 CP0794'INCH OAK ACTING AS A FENCE CORNER, 54 FEET SOUTHWEST OF AN ABANDONED
 CP0794'CISTERN, 32 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A METAL
 CP0794'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 5
 CP0794'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES. NOTE-- TO
 CP0794'REACH FROM THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE
 CP0794'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN RIGHT
 CP0794'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 3.9 MILES TO A CROSSROADS.
 CP0794'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 2 MILES TO A SIDE ROAD AND THE
 CP0794'MARK ON THE RIGHT.
 CP0794
 CP0794                          STATION RECOVERY (1990)
 CP0794
 CP0794'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3334 ***********************************************************************
 CP3334  DESIGNATION -  61 V 84 RESET
 CP3334  PID         -  CP3334
 CP3334  STATE/COUNTY-  MS/CLAIBORNE
 CP3334  USGS QUAD   -  WILLOWS (1973)
 CP3334
 CP3334                         *CURRENT SURVEY CONTROL
 CP3334  ___________________________________________________________________
 CP3334* NAD 83(1986)-  32 02 16.     (N)    090 56 26.     (W)     SCALED    
 CP3334* NAVD 88     -        80.01   (+/-2cm)     262.5    (feet)  VERTCON   
 CP3334  ___________________________________________________________________
 CP3334  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP3334  VERT ORDER  -  THIRD (See Below)
 CP3334
 CP3334.The horizontal coordinates were scaled from a topographic map and have
 CP3334.an estimated accuracy of +/- 6 seconds.
 CP3334
 CP3334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3334.The vertical order pertains to the NGVD 29 superseded value.
 CP3334
 CP3334.The geoid height was determined by GEOID03.
 CP3334
 CP3334;                    North         East    Units  Estimated Accuracy
 CP3334;SPC MS W     -   281,500.      642,650.      MT  (+/- 180 meters Scaled)
 CP3334
 CP3334                          SUPERSEDED SURVEY CONTROL
 CP3334
 CP3334  NGVD 29 (08/12/04)   80.03   (m)          262.6    (f) RESET       3  
 CP3334
 CP3334.Superseded values are not recommended for survey control.
 CP3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3334.See file dsdata.txt to determine how the superseded data were derived.
 CP3334
 CP3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR944464(NAD 83)
 CP3334_MARKER: DV = VERTICAL CONTROL DISK
 CP3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3334_SP_SET: CONCRETE POST
 CP3334_STAMPING: 61V 84 RESET 1990
 CP3334_MARK LOGO: NGS   
 CP3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3334+STABILITY: SURFACE MOTION
 CP3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3334+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3334
 CP3334  HISTORY     - Date     Condition        Report By
 CP3334  HISTORY     - 1990     MONUMENTED       MSHD
 CP3334
 CP3334                          STATION DESCRIPTION
 CP3334
 CP3334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3334'3.9 MI (6.3 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP3334'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO A
 CP3334'CROSSROADS, CONTINUE NORTH ON HIGHWAY 61 FOR 1.95 MI (3.14 KM) TO THE
 CP3334'MARK ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD ON THE RIGHT,
 CP3334'225.0 FT (68.6 M) EAST OF THE CENTERLINE OF HIGHWAY 61, 220.0 FT
 CP3334'(67.1 M) SOUTH OF WILLOW ROAD, AT BASE OF NORTHWEST GUY WIRE OF TOWER
 CP3334'AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0799 ***********************************************************************
 CP0799  DESIGNATION -  61 V 85
 CP0799  PID         -  CP0799
 CP0799  STATE/COUNTY-  MS/CLAIBORNE
 CP0799  USGS QUAD   -  WILLOWS (1973)
 CP0799
 CP0799                         *CURRENT SURVEY CONTROL
 CP0799  ___________________________________________________________________
 CP0799* NAD 83(1986)-  32 02 51.     (N)    090 56 04.     (W)     SCALED    
 CP0799* NAVD 88     -        65.91   (+/-2cm)     216.2    (feet)  VERTCON   
 CP0799  ___________________________________________________________________
 CP0799  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0799
 CP0799.The horizontal coordinates were scaled from a topographic map and have
 CP0799.an estimated accuracy of +/- 6 seconds.
 CP0799
 CP0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0799.The vertical order pertains to the NGVD 29 superseded value.
 CP0799
 CP0799.The geoid height was determined by GEOID03.
 CP0799
 CP0799;                    North         East    Units  Estimated Accuracy
 CP0799;SPC MS W     -   282,570.      643,230.      MT  (+/- 180 meters Scaled)
 CP0799
 CP0799                          SUPERSEDED SURVEY CONTROL
 CP0799
 CP0799  NGVD 29 (??/??/92)   65.925  (m)          216.29   (f) ADJ UNCH    2 0
 CP0799
 CP0799.Superseded values are not recommended for survey control.
 CP0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0799.See file dsdata.txt to determine how the superseded data were derived.
 CP0799
 CP0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR950475(NAD 83)
 CP0799_MARKER: DD = SURVEY DISK
 CP0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0799_SP_SET: CONCRETE POST
 CP0799_STAMPING: B.M. 61V-85 1970
 CP0799_MARK LOGO: MSHD  
 CP0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0799+STABILITY: SURFACE MOTION
 CP0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0799+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 CP0799
 CP0799  HISTORY     - Date     Condition        Report By
 CP0799  HISTORY     - 1970     MONUMENTED       MSHD
 CP0799  HISTORY     - 19900621 GOOD             MSHD
 CP0799
 CP0799                          STATION DESCRIPTION
 CP0799
 CP0799'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0799'6.6 MI NE FROM PORT GIBSON.
 CP0799'THE MARK IS LOCATED 6.6 MILES NORTHEAST OF THE COURTHOUSE IN PORT
 CP0799'GIBSON ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 58.5 FEET
 CP0799'NORTHWEST OF THE CENTER OF HIGHWAY 61, 56 FEET NORTH OF A 30 INCH OAK,
 CP0799'33.5 FEET SOUTHWEST OF A 20 INCH OAK, 2 FEET SOUTHEAST OF A FENCE, 2
 CP0799'FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 CP0799'ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0799'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT
 CP0799'GIBSON GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF
 CP0799'U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61
 CP0799'FOR 3.9 MILES TO A CROSSROADS.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 CP0799'2 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 CP0799'0.9 MILE TO THE MARK ON THE LEFT.
 CP0799
 CP0799                          STATION RECOVERY (1990)
 CP0799
 CP0799'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3335 ***********************************************************************
 CP3335  DESIGNATION -  61 V 85 RESET
 CP3335  PID         -  CP3335
 CP3335  STATE/COUNTY-  MS/CLAIBORNE
 CP3335  USGS QUAD   -  WILLOWS (1973)
 CP3335
 CP3335                         *CURRENT SURVEY CONTROL
 CP3335  ___________________________________________________________________
 CP3335* NAD 83(1986)-  32 02 51.     (N)    090 56 04.     (W)     SCALED    
 CP3335* NAVD 88     -        65.17   (+/-2cm)     213.8    (feet)  VERTCON   
 CP3335  ___________________________________________________________________
 CP3335  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP3335  VERT ORDER  -  THIRD (See Below)
 CP3335
 CP3335.The horizontal coordinates were scaled from a topographic map and have
 CP3335.an estimated accuracy of +/- 6 seconds.
 CP3335
 CP3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3335.The vertical order pertains to the NGVD 29 superseded value.
 CP3335
 CP3335.The geoid height was determined by GEOID03.
 CP3335
 CP3335;                    North         East    Units  Estimated Accuracy
 CP3335;SPC MS W     -   282,570.      643,230.      MT  (+/- 180 meters Scaled)
 CP3335
 CP3335                          SUPERSEDED SURVEY CONTROL
 CP3335
 CP3335  NGVD 29 (08/12/04)   65.18   (m)          213.8    (f) RESET       3  
 CP3335
 CP3335.Superseded values are not recommended for survey control.
 CP3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3335.See file dsdata.txt to determine how the superseded data were derived.
 CP3335
 CP3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR950475(NAD 83)
 CP3335_MARKER: DV = VERTICAL CONTROL DISK
 CP3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3335_SP_SET: CONCRETE POST
 CP3335_STAMPING: 61V 85 RESET 1990
 CP3335_MARK LOGO: NGS   
 CP3335_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3335+STABILITY: SURFACE MOTION
 CP3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3335+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3335
 CP3335  HISTORY     - Date     Condition        Report By
 CP3335  HISTORY     - 1990     MONUMENTED       MSHD
 CP3335
 CP3335                          STATION DESCRIPTION
 CP3335
 CP3335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3335'5.9 MI (9.5 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP3335'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO A
 CP3335'SIDE ROAD ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 61 FOR 0.9 MI
 CP3335'(1.4 KM) TO THE MARK ON THE LEFT,  80.0 FT (24.4 M) WEST OF THE
 CP3335'CENTERLINE OF HIGHWAY 61 AND ABOUT 500.0 FT (152.4 M) SOUTH OF A
 CP3335'ROADSIDE PARK, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP3335'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0803 ***********************************************************************
 CP0803  DESIGNATION -  61 V 86
 CP0803  PID         -  CP0803
 CP0803  STATE/COUNTY-  MS/CLAIBORNE
 CP0803  USGS QUAD   -  WILLOWS (1973)
 CP0803
 CP0803                         *CURRENT SURVEY CONTROL
 CP0803  ___________________________________________________________________
 CP0803* NAD 83(1986)-  32 04 05.     (N)    090 55 26.     (W)     SCALED    
 CP0803* NAVD 88     -        29.70   (+/-2cm)      97.4    (feet)  VERTCON   
 CP0803  ___________________________________________________________________
 CP0803  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0803
 CP0803.The horizontal coordinates were scaled from a topographic map and have
 CP0803.an estimated accuracy of +/- 6 seconds.
 CP0803
 CP0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0803.The vertical order pertains to the NGVD 29 superseded value.
 CP0803
 CP0803.The geoid height was determined by GEOID03.
 CP0803
 CP0803;                    North         East    Units  Estimated Accuracy
 CP0803;SPC MS W     -   284,850.      644,240.      MT  (+/- 180 meters Scaled)
 CP0803
 CP0803                          SUPERSEDED SURVEY CONTROL
 CP0803
 CP0803  NGVD 29 (??/??/92)   29.718  (m)           97.50   (f) ADJ UNCH    2 0
 CP0803
 CP0803.Superseded values are not recommended for survey control.
 CP0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0803.See file dsdata.txt to determine how the superseded data were derived.
 CP0803
 CP0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR959498(NAD 83)
 CP0803_MARKER: DD = SURVEY DISK
 CP0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0803_SP_SET: CONCRETE POST
 CP0803_STAMPING: B.M. 61V-86 1970
 CP0803_MARK LOGO: MSHD  
 CP0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0803+STABILITY: SURFACE MOTION
 CP0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0803+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 CP0803
 CP0803  HISTORY     - Date     Condition        Report By
 CP0803  HISTORY     - 1970     MONUMENTED       MSHD
 CP0803  HISTORY     - 19900621 GOOD             MSHD
 CP0803
 CP0803                          STATION DESCRIPTION
 CP0803
 CP0803'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0803'8 MI NE FROM PORT GIBSON.
 CP0803'THE MARK IS LOCATED 8 MILES NORTHEAST OF THE COURTHOUSE IN PORT GIBSON
 CP0803'ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.85 MILE SOUTH OF THE
 CP0803'SOUTH END OF THE BRIDGE OVER BIG BLACK RIVER.  IT IS 59 FEET SOUTHWEST
 CP0803'OF THE CENTER OF HIGHWAY 61, 110 FEET SOUTHWEST OF THE SOUTHWEST ONE
 CP0803'OF TWO HIGH POWER LINE POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 CP0803'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 CP0803'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE
 CP0803'U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1 MILE
 CP0803'TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND
 CP0803'CONTINUE ON U.S. HIGHWAY 61 FOR 3.9 MILES TO A CROSSROADS. CONTINUE
 CP0803'NORTH ON U.S. HIGHWAY 61 FOR 4.3 MILES TO AN ANGLING SIDE ROAD RIGHT.
 CP0803'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.1 MILE TO THE MARK ON THE LEFT
 CP0803'JUST BEYOND A HIGH POWER LINE CROSSING.
 CP0803
 CP0803                          STATION RECOVERY (1990)
 CP0803
 CP0803'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3336 ***********************************************************************
 CP3336  DESIGNATION -  61 V 86 RESET
 CP3336  PID         -  CP3336
 CP3336  STATE/COUNTY-  MS/CLAIBORNE
 CP3336  USGS QUAD   -  WILLOWS (1973)
 CP3336
 CP3336                         *CURRENT SURVEY CONTROL
 CP3336  ___________________________________________________________________
 CP3336* NAD 83(1986)-  32 04 05.     (N)    090 55 26.     (W)     SCALED    
 CP3336* NAVD 88     -        35.20   (+/-2cm)     115.5    (feet)  VERTCON   
 CP3336  ___________________________________________________________________
 CP3336  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP3336  VERT ORDER  -  THIRD (See Below)
 CP3336
 CP3336.The horizontal coordinates were scaled from a topographic map and have
 CP3336.an estimated accuracy of +/- 6 seconds.
 CP3336
 CP3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3336.The vertical order pertains to the NGVD 29 superseded value.
 CP3336
 CP3336.The geoid height was determined by GEOID03.
 CP3336
 CP3336;                    North         East    Units  Estimated Accuracy
 CP3336;SPC MS W     -   284,850.      644,240.      MT  (+/- 180 meters Scaled)
 CP3336
 CP3336                          SUPERSEDED SURVEY CONTROL
 CP3336
 CP3336  NGVD 29 (08/12/04)   35.22   (m)          115.6    (f) RESET       3  
 CP3336
 CP3336.Superseded values are not recommended for survey control.
 CP3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3336.See file dsdata.txt to determine how the superseded data were derived.
 CP3336
 CP3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR959498(NAD 83)
 CP3336_MARKER: DV = VERTICAL CONTROL DISK
 CP3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3336_SP_SET: CONCRETE POST
 CP3336_STAMPING: 61V 86 RESET 1990
 CP3336_MARK LOGO: NGS   
 CP3336_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3336+STABILITY: SURFACE MOTION
 CP3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3336+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP3336
 CP3336  HISTORY     - Date     Condition        Report By
 CP3336  HISTORY     - 1990     MONUMENTED       MSHD
 CP3336
 CP3336                          STATION DESCRIPTION
 CP3336
 CP3336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CP3336'8.2 MI (13.2 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP3336'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO
 CP3336'AN ANGLING SIDE ROAD AND MARK ON THE RIGHT, 145.0 FT (44.2 M) EAST OF
 CP3336'THE CENTERLINE OF HIGHWAY 61, 130.0 FT (39.6 M) SOUTH OF THE CENTER
 CP3336'OF SIDE ROAD, AT THE BASE OF A POWER POLE  AND SET IN TOP OF A ROUND
 CP3336'CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0804 ***********************************************************************
 CP0804  DESIGNATION -  61 V 87
 CP0804  PID         -  CP0804
 CP0804  STATE/COUNTY-  MS/CLAIBORNE
 CP0804  USGS QUAD   -  WILLOWS (1973)
 CP0804
 CP0804                         *CURRENT SURVEY CONTROL
 CP0804  ___________________________________________________________________
 CP0804* NAD 83(1986)-  32 04 49.     (N)    090 55 35.     (W)     SCALED    
 CP0804* NAVD 88     -        33.33   (+/-2cm)     109.4    (feet)  VERTCON   
 CP0804  ___________________________________________________________________
 CP0804  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0804
 CP0804.The horizontal coordinates were scaled from a topographic map and have
 CP0804.an estimated accuracy of +/- 6 seconds.
 CP0804
 CP0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0804.The vertical order pertains to the NGVD 29 superseded value.
 CP0804
 CP0804.The geoid height was determined by GEOID03.
 CP0804
 CP0804;                    North         East    Units  Estimated Accuracy
 CP0804;SPC MS W     -   286,210.      644,010.      MT  (+/- 180 meters Scaled)
 CP0804
 CP0804                          SUPERSEDED SURVEY CONTROL
 CP0804
 CP0804  NGVD 29 (??/??/92)   33.350  (m)          109.42   (f) ADJ UNCH    2 0
 CP0804
 CP0804.Superseded values are not recommended for survey control.
 CP0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0804.See file dsdata.txt to determine how the superseded data were derived.
 CP0804
 CP0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR957512(NAD 83)
 CP0804_MARKER: DD = SURVEY DISK
 CP0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0804_SP_SET: ABUTMENT
 CP0804_STAMPING: BM 61V-87 1970
 CP0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0804
 CP0804  HISTORY     - Date     Condition        Report By
 CP0804  HISTORY     - 1970     MONUMENTED       MSHD
 CP0804
 CP0804                          STATION DESCRIPTION
 CP0804
 CP0804'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0804'8.8 MI NE FROM PORT GIBSON.
 CP0804'THE MARK IS LOCATED 8.8 MILES NORTHEAST OF THE COURTHOUSE IN PORT
 CP0804'GIBSON IN THE WEST END OF THE SOUTH ABUTMENT OF THE U.S. HIGHWAY 61
 CP0804'BRIDGE OVER THE BIG BLACK RIVER.  IT IS 14.5 FEET WEST OF THE CENTER
 CP0804'OF HIGHWAY 61, 1.5 FEET NORTH NORTHWEST OF A METAL WITNESS POST, SET
 CP0804'IN A DRILL HOLE IN THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE
 CP0804'OVER BIG BLACK RIVER AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO
 CP0804'REACH FROM THE U.S. POST OFFICE IN PORT GIBSON GO EAST ON ORANGE
 CP0804'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT
 CP0804'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 3.9 MILES TO A CROSSROADS.
 CP0804'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 5.4 MILES TO THE BRIDGE AND THE
 CP0804'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3322 ***********************************************************************
 CP3322  DESIGNATION -  61 V 87 RESET
 CP3322  PID         -  CP3322
 CP3322  STATE/COUNTY-  MS/CLAIBORNE
 CP3322  USGS QUAD   -  WILLOWS (1973)
 CP3322
 CP3322                         *CURRENT SURVEY CONTROL
 CP3322  ___________________________________________________________________
 CP3322* NAD 83(1986)-  32 04 49.     (N)    090 55 35.     (W)     SCALED    
 CP3322* NAVD 88     -        32.42   (+/-2cm)     106.4    (feet)  VERTCON   
 CP3322  ___________________________________________________________________
 CP3322  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP3322  VERT ORDER  -  THIRD (See Below)
 CP3322
 CP3322.The horizontal coordinates were scaled from a topographic map and have
 CP3322.an estimated accuracy of +/- 6 seconds.
 CP3322
 CP3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3322.The vertical order pertains to the NGVD 29 superseded value.
 CP3322
 CP3322.The geoid height was determined by GEOID03.
 CP3322
 CP3322;                    North         East    Units  Estimated Accuracy
 CP3322;SPC MS W     -   286,210.      644,010.      MT  (+/- 180 meters Scaled)
 CP3322
 CP3322                          SUPERSEDED SURVEY CONTROL
 CP3322
 CP3322  NGVD 29 (08/12/04)   32.45   (m)          106.5    (f) RESET       3  
 CP3322
 CP3322.Superseded values are not recommended for survey control.
 CP3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3322.See file dsdata.txt to determine how the superseded data were derived.
 CP3322
 CP3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR957512(NAD 83)
 CP3322_MARKER: DB = BENCH MARK DISK
 CP3322_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3322_SP_SET: BRIDGE ABUTMENT
 CP3322_STAMPING: 61 V 87 RESET 1987
 CP3322_MARK LOGO: NGS   
 CP3322_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3322
 CP3322  HISTORY     - Date     Condition        Report By
 CP3322  HISTORY     - 1987     MONUMENTED       NGS
 CP3322
 CP3322                          STATION DESCRIPTION
 CP3322
 CP3322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CP3322'9.3 MI (15.0 KM) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP3322'ORANGE STREET, 0.1 MI (0.2 KM) EAST OF THE POST OFFICE IN PORT GIBSON
 CP3322'TO SOUTH END OF EAST CONCRETE BRIDGE OVER BIG BLACK RIVER AND MARK IN
 CP3322'TOP OF THE SOUTHWEST END OF THE SOUTH ABUTMENT, 21.0 FT (6.4 M) WEST
 CP3322'OF CENTER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0805 ***********************************************************************
 CP0805  DESIGNATION -  61 V 88
 CP0805  PID         -  CP0805
 CP0805  STATE/COUNTY-  MS/WARREN
 CP0805  USGS QUAD   -  WILLOWS (1973)
 CP0805
 CP0805                         *CURRENT SURVEY CONTROL
 CP0805  ___________________________________________________________________
 CP0805* NAD 83(1986)-  32 05 15.     (N)    090 55 34.     (W)     SCALED    
 CP0805* NAVD 88     -        30.23   (+/-2cm)      99.2    (feet)  VERTCON   
 CP0805  ___________________________________________________________________
 CP0805  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0805
 CP0805.The horizontal coordinates were scaled from a topographic map and have
 CP0805.an estimated accuracy of +/- 6 seconds.
 CP0805
 CP0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0805.The vertical order pertains to the NGVD 29 superseded value.
 CP0805
 CP0805.The geoid height was determined by GEOID03.
 CP0805
 CP0805;                    North         East    Units  Estimated Accuracy
 CP0805;SPC MS W     -   287,010.      644,040.      MT  (+/- 180 meters Scaled)
 CP0805
 CP0805                          SUPERSEDED SURVEY CONTROL
 CP0805
 CP0805  NGVD 29 (??/??/92)   30.257  (m)           99.27   (f) ADJ UNCH    2 0
 CP0805
 CP0805.Superseded values are not recommended for survey control.
 CP0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0805.See file dsdata.txt to determine how the superseded data were derived.
 CP0805
 CP0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR957520(NAD 83)
 CP0805_MARKER: DD = SURVEY DISK
 CP0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0805_SP_SET: ABUTMENT
 CP0805_STAMPING: BM 61V-88 1970
 CP0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0805
 CP0805  HISTORY     - Date     Condition        Report By
 CP0805  HISTORY     - 1970     MONUMENTED       MSHD
 CP0805
 CP0805                          STATION DESCRIPTION
 CP0805
 CP0805'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0805'9.2 MI N FROM PORT GIBSON.
 CP0805'THE MARK IS LOCATED 9.2 MILES NORTH OF PORT GIBSON, 18.3 MILES SOUTH
 CP0805'SOUTHWEST OF VICKSBURG, 6.2 MILES SOUTH OF THE COMMUNITY OF YOKENA IN
 CP0805'THE EAST END OF THE NORTH ABUTMENT OF THE U.S. HIGHWAY 61 BRIDGE OVER
 CP0805'BIG BLACK RIVER.  IT IS 15.5 FEET EAST OF THE CENTER OF HIGHWAY 61,
 CP0805'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE
 CP0805'EAST END OF THE NORTH ABUTMENT OF THE CONCRETE BRIDGE OVER BIG BLACK
 CP0805'RIVER AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE
 CP0805'U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1 MILE
 CP0805'TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND
 CP0805'CONTINUE ON U.S. HIGHWAY 61 FOR 9.3 MILES TO THE SOUTH END OF THE
 CP0805'BRIDGE OVER BIG BLACK RIVER.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 CP0805'0.45 MILE TO THE NORTH END OF THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3323 ***********************************************************************
 CP3323  DESIGNATION -  61 V 88 RESET
 CP3323  PID         -  CP3323
 CP3323  STATE/COUNTY-  MS/WARREN
 CP3323  USGS QUAD   -  WILLOWS (1973)
 CP3323
 CP3323                         *CURRENT SURVEY CONTROL
 CP3323  ___________________________________________________________________
 CP3323* NAD 83(1986)-  32 05 15.     (N)    090 55 34.     (W)     SCALED    
 CP3323* NAVD 88     -        30.84   (+/-2cm)     101.2    (feet)  VERTCON   
 CP3323  ___________________________________________________________________
 CP3323  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3323  VERT ORDER  -  THIRD (See Below)
 CP3323
 CP3323.The horizontal coordinates were scaled from a topographic map and have
 CP3323.an estimated accuracy of +/- 6 seconds.
 CP3323
 CP3323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3323.The vertical order pertains to the NGVD 29 superseded value.
 CP3323
 CP3323.The geoid height was determined by GEOID03.
 CP3323
 CP3323;                    North         East    Units  Estimated Accuracy
 CP3323;SPC MS W     -   287,010.      644,040.      MT  (+/- 180 meters Scaled)
 CP3323
 CP3323                          SUPERSEDED SURVEY CONTROL
 CP3323
 CP3323  NGVD 29 (08/12/04)   30.86   (m)          101.2    (f) RESET       3  
 CP3323
 CP3323.Superseded values are not recommended for survey control.
 CP3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3323.See file dsdata.txt to determine how the superseded data were derived.
 CP3323
 CP3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR957520(NAD 83)
 CP3323_MARKER: DB = BENCH MARK DISK
 CP3323_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3323_SP_SET: BRIDGE ABUTMENT
 CP3323_STAMPING: 61 V 88 RESET 1987
 CP3323_MARK LOGO: MSHD  
 CP3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3323
 CP3323  HISTORY     - Date     Condition        Report By
 CP3323  HISTORY     - 1987     MONUMENTED       NGS
 CP3323
 CP3323                          STATION DESCRIPTION
 CP3323
 CP3323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CP3323'9.75 MI (15.69 KM) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP3323'OF ORANGE STREET, 0.1 MI (0.2 KM) EAST OF THE POST OFFICE IN PORT
 CP3323'GIBSON TO THE NORTH END OF EAST CONCRETE BRIDGE OVER BIG BLACK RIVER
 CP3323'AND MARK IN THE TOP OF THE NORTHWEST END OF THE NORTH ABUTMENT, 20.9
 CP3323'FT (6.4 M) WEST OF THE CENTER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0806 ***********************************************************************
 CP0806  DESIGNATION -  61 V 89
 CP0806  PID         -  CP0806
 CP0806  STATE/COUNTY-  MS/WARREN
 CP0806  USGS QUAD   -  WILLOWS (1973)
 CP0806
 CP0806                         *CURRENT SURVEY CONTROL
 CP0806  ___________________________________________________________________
 CP0806* NAD 83(1986)-  32 06 04.     (N)    090 55 34.     (W)     SCALED    
 CP0806* NAVD 88     -        28.92   (+/-2cm)      94.9    (feet)  VERTCON   
 CP0806  ___________________________________________________________________
 CP0806  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0806
 CP0806.The horizontal coordinates were scaled from a topographic map and have
 CP0806.an estimated accuracy of +/- 6 seconds.
 CP0806
 CP0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0806.The vertical order pertains to the NGVD 29 superseded value.
 CP0806
 CP0806.The geoid height was determined by GEOID03.
 CP0806
 CP0806;                    North         East    Units  Estimated Accuracy
 CP0806;SPC MS W     -   288,520.      644,050.      MT  (+/- 180 meters Scaled)
 CP0806
 CP0806                          SUPERSEDED SURVEY CONTROL
 CP0806
 CP0806  NGVD 29 (??/??/92)   28.947  (m)           94.97   (f) ADJ UNCH    2 0
 CP0806
 CP0806.Superseded values are not recommended for survey control.
 CP0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0806.See file dsdata.txt to determine how the superseded data were derived.
 CP0806
 CP0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR956535(NAD 83)
 CP0806_MARKER: DD = SURVEY DISK
 CP0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0806_STAMPING: BM 61V-89 1970
 CP0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0806+STABILITY: SURFACE MOTION
 CP0806
 CP0806  HISTORY     - Date     Condition        Report By
 CP0806  HISTORY     - 1970     MONUMENTED       MSHD
 CP0806
 CP0806                          STATION DESCRIPTION
 CP0806
 CP0806'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0806'10.2 MI N FROM PORT GIBSON.
 CP0806'THE MARK IS LOCATED 10.2 MILES NORTH OF PORT GIBSON, 17.5 MILES
 CP0806'SOUTH-SOUTHWEST OF VICKSBURG, 6.2 MILES SOUTH SOUTHEAST OF THE
 CP0806'COMMUNITY OF YOKENA ON THE GROUNDS OF THE BURNSTAND M.B. CHURCH.  IT
 CP0806'IS 169 FEET EAST OF THE CENTER OF HIGHWAY 61, 98.5 FEET SOUTHEAST OF
 CP0806'THE SOUTHWEST CORNER OF THE CHURCH, 50 FEET SOUTH OF THE EXTENDED
 CP0806'SOUTH WALL OF THE CHURCH, 7 FEET SOUTH SOUTHEAST OF A 48 INCH OAK, 7
 CP0806'FEET NORTH OF A 36 INCH OAK, 45.5 FEET EAST OF A 30 INCH OAK, 126 FEET
 CP0806'NORTHEAST OF A POWER LINE SERVICE POLE, 1.5 FEET EAST OF A METAL
 CP0806'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2
 CP0806'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO
 CP0806'REACH FROM THE U.S. POST OFFICE IN PORT GIBSON GO EAST ON ORANGE
 CP0806'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT
 CP0806'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 9.3 MILES TO THE SOUTH END
 CP0806'OF THE BRIDGE OVER BIG BLACK RIVER.  CONTINUE NORTH ON U.S. HIGHWAY 61
 CP0806'FOR 1.4 MILES TO THE CHURCH AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1058 ***********************************************************************
 BW1058  DESIGNATION -  61 V 9
 BW1058  PID         -  BW1058
 BW1058  STATE/COUNTY-  MS/WILKINSON
 BW1058  USGS QUAD   -  WOODVILLE (1988)
 BW1058
 BW1058                         *CURRENT SURVEY CONTROL
 BW1058  ___________________________________________________________________
 BW1058* NAD 83(1986)-  31 05 29.     (N)    091 17 36.     (W)     SCALED    
 BW1058* NAVD 88     -       108.17   (+/-2cm)     354.9    (feet)  VERTCON   
 BW1058  ___________________________________________________________________
 BW1058  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1058
 BW1058.The horizontal coordinates were scaled from a topographic map and have
 BW1058.an estimated accuracy of +/- 6 seconds.
 BW1058
 BW1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1058.The vertical order pertains to the NGVD 29 superseded value.
 BW1058
 BW1058.The geoid height was determined by GEOID03.
 BW1058
 BW1058;                    North         East    Units  Estimated Accuracy
 BW1058;SPC MS W     -   176,810.      608,410.      MT  (+/- 180 meters Scaled)
 BW1058
 BW1058                          SUPERSEDED SURVEY CONTROL
 BW1058
 BW1058  NGVD 29 (??/??/92)  108.13   (m)          354.8    (f) COMPUTED    2 0
 BW1058
 BW1058.Superseded values are not recommended for survey control.
 BW1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1058.See file dsdata.txt to determine how the superseded data were derived.
 BW1058
 BW1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ627409(NAD 83)
 BW1058_MARKER: DD = SURVEY DISK
 BW1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1058_STAMPING: BM 61V-9 1969
 BW1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1058+STABILITY: SURFACE MOTION
 BW1058
 BW1058  HISTORY     - Date     Condition        Report By
 BW1058  HISTORY     - 1969     MONUMENTED       MSHD
 BW1058
 BW1058                          STATION DESCRIPTION
 BW1058
 BW1058'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1058'0.9 MI SSE FROM WOODVILLE.
 BW1058'THE MARK IS LOCATED 0.9 MILE SOUTH SOUTHEAST OF WOODVILLE ON THE EAST
 BW1058'RIGHT-OF-WAY OF U.S. HIGHWAY 61, IN THE SOUTHWEST 1/4 OF SECTION 39, T
 BW1058'2N, R 2W.  IT IS 80 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61,
 BW1058'8.5 FEET NORTH OF THE NORTH POST OF A LARGE SIGN, 2 FEET NORTH OF A
 BW1058'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW1058'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
 BW1058'NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO
 BW1058'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1058'INTERSECTION OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON
 BW1058'U.S. HIGHWAY 61 FOR 0.65 MILE TO A RAILROAD CROSSING.  CONTINUE SOUTH
 BW1058'ON U.S. HIGHWAY 61 FOR 0.15 MILE TO A LARGE SIGN AND THE MARK ON THE
 BW1058'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0807 ***********************************************************************
 CP0807  DESIGNATION -  61 V 90
 CP0807  PID         -  CP0807
 CP0807  STATE/COUNTY-  MS/WARREN
 CP0807  USGS QUAD   -  WILLOWS (1973)
 CP0807
 CP0807                         *CURRENT SURVEY CONTROL
 CP0807  ___________________________________________________________________
 CP0807* NAD 83(1986)-  32 06 55.     (N)    090 55 36.     (W)     SCALED    
 CP0807* NAVD 88     -        31.59   (+/-2cm)     103.6    (feet)  VERTCON   
 CP0807  ___________________________________________________________________
 CP0807  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0807
 CP0807.The horizontal coordinates were scaled from a topographic map and have
 CP0807.an estimated accuracy of +/- 6 seconds.
 CP0807
 CP0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0807.The vertical order pertains to the NGVD 29 superseded value.
 CP0807
 CP0807.The geoid height was determined by GEOID03.
 CP0807
 CP0807;                    North         East    Units  Estimated Accuracy
 CP0807;SPC MS W     -   290,090.      644,010.      MT  (+/- 180 meters Scaled)
 CP0807
 CP0807                          SUPERSEDED SURVEY CONTROL
 CP0807
 CP0807  NGVD 29 (??/??/92)   31.618  (m)          103.73   (f) ADJ UNCH    2 0
 CP0807
 CP0807.Superseded values are not recommended for survey control.
 CP0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0807.See file dsdata.txt to determine how the superseded data were derived.
 CP0807
 CP0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR956550(NAD 83)
 CP0807_MARKER: DD = SURVEY DISK
 CP0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0807_STAMPING: BM 61V-90 1970
 CP0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0807+STABILITY: SURFACE MOTION
 CP0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0807+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 CP0807
 CP0807  HISTORY     - Date     Condition        Report By
 CP0807  HISTORY     - 1970     MONUMENTED       MSHD
 CP0807  HISTORY     - 20000814 GOOD             NGS
 CP0807
 CP0807                          STATION DESCRIPTION
 CP0807
 CP0807'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0807'11.1 MI N FROM PORT GIBSON.
 CP0807'THE MARK IS LOCATED 16.4 MILES SOUTH SOUTHWEST OF VICKSBURG ON THE
 CP0807'SOUTHWEST ANGLE OF A PRIVATE ROAD LEADING TO THE ANDERSON TULLY FARM
 CP0807'OFFICE, 11.1 MILES NORTH OF PORT GIBSON, 4.3 MILES SOUTH SOUTHEAST OF
 CP0807'THE COMMUNITY OF YOKENA ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61.
 CP0807'IT IS 49.5 FEET WEST OF THE CENTER OF HIGHWAY 61, 38 FEET SOUTHEAST OF
 CP0807'A UTILITY POLE WITH GUY WIRES, 28 FEET SOUTH OF THE CENTER OF THE
 CP0807'PRIVATE ROAD, 7 FEET SOUTH OF A FENCE CORNER, 49.5 FEET SOUTH OF A 9
 CP0807'INCH CHINABERRY NEAR A FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS
 CP0807'POST, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A 12 INCH ROUND
 CP0807'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0807'2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT GIBSON GO
 CP0807'EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 CP0807'61.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 9.3 MILES
 CP0807'TO THE SOUTH END OF THE BRIDGE OVER BIG BLACK RIVER. CONTINUE NORTH ON
 CP0807'U.S. HIGHWAY 61 FOR 2.4 MILES TO A PRIVATE ROAD AND THE MARK ON THE
 CP0807'LEFT.
 CP0807
 CP0807                          STATION RECOVERY (2000)
 CP0807
 CP0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0808 ***********************************************************************
 CP0808  DESIGNATION -  61 V 91
 CP0808  PID         -  CP0808
 CP0808  STATE/COUNTY-  MS/WARREN
 CP0808  USGS QUAD   -  YOKENA (1973)
 CP0808
 CP0808                         *CURRENT SURVEY CONTROL
 CP0808  ___________________________________________________________________
 CP0808* NAD 83(1986)-  32 07 40.     (N)    090 55 37.     (W)     SCALED    
 CP0808* NAVD 88     -        47.09   (+/-2cm)     154.5    (feet)  VERTCON   
 CP0808  ___________________________________________________________________
 CP0808  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0808
 CP0808.The horizontal coordinates were scaled from a topographic map and have
 CP0808.an estimated accuracy of +/- 6 seconds.
 CP0808
 CP0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0808.The vertical order pertains to the NGVD 29 superseded value.
 CP0808
 CP0808.The geoid height was determined by GEOID03.
 CP0808
 CP0808;                    North         East    Units  Estimated Accuracy
 CP0808;SPC MS W     -   291,470.      643,990.      MT  (+/- 180 meters Scaled)
 CP0808
 CP0808                          SUPERSEDED SURVEY CONTROL
 CP0808
 CP0808  NGVD 29 (??/??/92)   47.121  (m)          154.60   (f) ADJ UNCH    2 0
 CP0808
 CP0808.Superseded values are not recommended for survey control.
 CP0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0808.See file dsdata.txt to determine how the superseded data were derived.
 CP0808
 CP0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR955564(NAD 83)
 CP0808_MARKER: DD = SURVEY DISK
 CP0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0808_STAMPING: BM 61V-91 1970
 CP0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0808+STABILITY: SURFACE MOTION
 CP0808
 CP0808  HISTORY     - Date     Condition        Report By
 CP0808  HISTORY     - 1970     MONUMENTED       MSHD
 CP0808
 CP0808                          STATION DESCRIPTION
 CP0808
 CP0808'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0808'12.1 MI N FROM PORT GIBSON.
 CP0808'THE MARK IS LOCATED 12.1 MILES NORTH OF PORT GIBSON ABOUT 50 YARDS
 CP0808'WEST AND UPHILL FROM U.S. HIGHWAY 61 UNDER A POWER LINE JUST NORTH OF
 CP0808'A PRIVATE ROAD 15.5 MILES SOUTH SOUTHWEST OF VICKSBURG, 3.3 MILES
 CP0808'SOUTHEAST OF YOKENA.  IT IS ABOUT 152 FEET WEST OF THE CENTER OF
 CP0808'HIGHWAY 61, 17 FEET NORTH OF THE CENTER OF A PRIVATE ROAD, 6 FEET
 CP0808'NORTH OF A UTILITY POLE WITH A TRANSFORMER AND GUY WIRES, 39 FEET
 CP0808'SOUTHEAST OF A 10 INCH CEDAR, 1 FOOT SOUTH OF A METAL WITNESS POST,
 CP0808'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 20 FEET ABOVE
 CP0808'THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM
 CP0808'THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1
 CP0808'MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND
 CP0808'CONTINUE U.S. HIGHWAY 61 FOR 9.3 MILES TO THE SOUTH END OF THE BRIDGE
 CP0808'OF BIG BLACK RIVER.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 3.2 MILES
 CP0808'TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0809 ***********************************************************************
 CP0809  DESIGNATION -  61 V 92
 CP0809  PID         -  CP0809
 CP0809  STATE/COUNTY-  MS/WARREN
 CP0809  USGS QUAD   -  YOKENA (1973)
 CP0809
 CP0809                         *CURRENT SURVEY CONTROL
 CP0809  ___________________________________________________________________
 CP0809* NAD 83(1986)-  32 08 22.     (N)    090 55 44.     (W)     SCALED    
 CP0809* NAVD 88     -        78.44   (+/-2cm)     257.3    (feet)  VERTCON   
 CP0809  ___________________________________________________________________
 CP0809  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0809
 CP0809.The horizontal coordinates were scaled from a topographic map and have
 CP0809.an estimated accuracy of +/- 6 seconds.
 CP0809
 CP0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0809.The vertical order pertains to the NGVD 29 superseded value.
 CP0809
 CP0809.The geoid height was determined by GEOID03.
 CP0809
 CP0809;                    North         East    Units  Estimated Accuracy
 CP0809;SPC MS W     -   292,770.      643,810.      MT  (+/- 180 meters Scaled)
 CP0809
 CP0809                          SUPERSEDED SURVEY CONTROL
 CP0809
 CP0809  NGVD 29 (??/??/92)   78.468  (m)          257.44   (f) ADJ UNCH    2 0
 CP0809
 CP0809.Superseded values are not recommended for survey control.
 CP0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0809.See file dsdata.txt to determine how the superseded data were derived.
 CP0809
 CP0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR953577(NAD 83)
 CP0809_MARKER: DD = SURVEY DISK
 CP0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0809_STAMPING: BM 61V-92 1970
 CP0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0809+STABILITY: SURFACE MOTION
 CP0809
 CP0809  HISTORY     - Date     Condition        Report By
 CP0809  HISTORY     - 1970     MONUMENTED       MSHD
 CP0809
 CP0809                          STATION DESCRIPTION
 CP0809
 CP0809'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0809'13 MI N FROM PORT GIBSON.
 CP0809'THE MARK IS LOCATED 13 MILES NORTH OF PORT GIBSON ON THE WEST SIDE OF
 CP0809'A NARROW GRAVELED ROAD, 14.7 MILES SOUTH SOUTHWEST OF VICKSBURG, 2.6
 CP0809'MILES SOUTHEAST OF THE COMMUNITY OF YOKENA.  IT IS ABOUT 116 FEET EAST
 CP0809'OF THE CENTER OF HIGHWAY 61, 12 FEET WEST OF THE CENTER OF A GRAVELED
 CP0809'ROAD, 19 FEET NORTHEAST OF A 12 INCH CEDAR, 1 FOOT WEST OF A METAL
 CP0809'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1
 CP0809'FOOT ABOVE THE LEVEL OF THE GRAVELED ROAD AND PROJECTS 4 INCHES.
 CP0809'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON
 CP0809'ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.
 CP0809'TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 9.3 MILES TO THE
 CP0809'SOUTH END OF THE BRIDGE OVER BIG BLACK RIVER. CONTINUE NORTH ON U.S.
 CP0809'HIGHWAY 61 FOR 4.1 MILES TO A NARROW CROSSROAD. TURN LEFT (NORTHEAST)
 CP0809'AND CONTINUE ON A GRAVELED ROAD FOR ABOUT 200 FEET TO THE MARK ON THE
 CP0809'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0814 ***********************************************************************
 CP0814  DESIGNATION -  61 V 93
 CP0814  PID         -  CP0814
 CP0814  STATE/COUNTY-  MS/WARREN
 CP0814  USGS QUAD   -  YOKENA (1973)
 CP0814
 CP0814                         *CURRENT SURVEY CONTROL
 CP0814  ___________________________________________________________________
 CP0814* NAD 83(1986)-  32 09 47.     (N)    090 56 11.     (W)     SCALED    
 CP0814* NAVD 88     -        31.90   (+/-2cm)     104.7    (feet)  VERTCON   
 CP0814  ___________________________________________________________________
 CP0814  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0814
 CP0814.The horizontal coordinates were scaled from a topographic map and have
 CP0814.an estimated accuracy of +/- 6 seconds.
 CP0814
 CP0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0814.The vertical order pertains to the NGVD 29 superseded value.
 CP0814
 CP0814.The geoid height was determined by GEOID03.
 CP0814
 CP0814;                    North         East    Units  Estimated Accuracy
 CP0814;SPC MS W     -   295,390.      643,120.      MT  (+/- 180 meters Scaled)
 CP0814
 CP0814                          SUPERSEDED SURVEY CONTROL
 CP0814
 CP0814  NGVD 29 (??/??/92)   31.928  (m)          104.75   (f) ADJ UNCH    2 0
 CP0814
 CP0814.Superseded values are not recommended for survey control.
 CP0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0814.See file dsdata.txt to determine how the superseded data were derived.
 CP0814
 CP0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR945603(NAD 83)
 CP0814_MARKER: DD = SURVEY DISK
 CP0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0814_STAMPING: BM 61V-93 1970
 CP0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0814+STABILITY: SURFACE MOTION
 CP0814
 CP0814  HISTORY     - Date     Condition        Report By
 CP0814  HISTORY     - 1970     MONUMENTED       MSHD
 CP0814
 CP0814                          STATION DESCRIPTION
 CP0814
 CP0814'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0814'13.3 MI SSW FROM VICKSBURG.
 CP0814'THE MARK IS LOCATED 13.3 MILES SOUTH SOUTHWEST OF VICKSBURG ON THE
 CP0814'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.9 MILE SOUTH OF THE COMMUNITY
 CP0814'OF YOKENA.  IT IS 43.5 FEET WEST OF THE CENTER OF HIGHWAY 61, 4 FEET
 CP0814'NORTHEAST OF A 10 INCH PECAN, 1 FOOT SOUTH OF A METAL WITNESS POST,
 CP0814'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE
 CP0814'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE
 CP0814'U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN
 CP0814'VICKSBURG GO WEST ON CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION
 CP0814'OF WASHINGTON STREET (U.S. HIGHWAY 61).  TURN LEFT (SOUTH) AND
 CP0814'CONTINUE ON WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80
 CP0814'BYPASS ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 7.9 MILES
 CP0814'TO THE MAIN ENTRANCE TO THE R. G. LETOURNEAU CO.  CONTINUE SOUTH ON
 CP0814'U.S. HIGHWAY 61 FOR 2.95 MILES TO A SIDE ROAD AND THE YOKENA
 CP0814'PRESBYTERIAN CHURCH ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61
 CP0814'FOR 0.7 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0815 ***********************************************************************
 CP0815  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0815  CBN         -  This is a Cooperative Base Network Control Station.
 CP0815  DESIGNATION -  61 V 94
 CP0815  PID         -  CP0815
 CP0815  STATE/COUNTY-  MS/WARREN
 CP0815  USGS QUAD   -  YOKENA (1973)
 CP0815
 CP0815                         *CURRENT SURVEY CONTROL
 CP0815  ___________________________________________________________________
 CP0815* NAD 83(2007)-  32 11 32.35376(N)    090 56 38.84945(W)     ADJUSTED  
 CP0815* NAVD 88     -        35.19   (meters)     115.5    (feet)  GPS OBS   
 CP0815  ___________________________________________________________________
 CP0815  EPOCH DATE  -        2002.00
 CP0815  X           -     -89,022.696 (meters)                     COMP
 CP0815  Y           -  -5,402,000.696 (meters)                     COMP
 CP0815  Z           -   3,378,502.684 (meters)                     COMP
 CP0815  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP0815  ELLIP HEIGHT-           8.761 (meters)          (02/10/07) ADJUSTED
 CP0815  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0815
 CP0815  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0815  Type    PID    Designation                      North   East  Ellip
 CP0815  -------------------------------------------------------------------
 CP0815  NETWORK CP0815 61 V 94                           0.65   0.55   1.29
 CP0815  -------------------------------------------------------------------
 CP0815
 CP0815.The horizontal coordinates were established by GPS observations
 CP0815.and adjusted by the National Geodetic Survey in February 2007.
 CP0815
 CP0815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0815.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0815.The horizontal coordinates are valid at the epoch date displayed above.
 CP0815.The epoch date for horizontal control is a decimal equivalence
 CP0815.of Year/Month/Day.
 CP0815
 CP0815.The orthometric height was determined by GPS observations and a
 CP0815.high-resolution geoid model.
 CP0815.The orthometric height was determined by GPS observations and a
 CP0815.high-resolution geoid model using precise GPS observation and
 CP0815.processing techniques.
 CP0815
 CP0815.Photographs are available for this station.
 CP0815
 CP0815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0815
 CP0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0815
 CP0815.The ellipsoidal height was determined by GPS observations
 CP0815.and is referenced to NAD 83.
 CP0815
 CP0815.The geoid height was determined by GEOID03.
 CP0815
 CP0815;                    North         East     Units Scale Factor Converg.
 CP0815;SPC MS W     -   298,637.913   642,407.592   MT  0.99999089   -0 19 31.5
 CP0815;SPC MS W     -   979,781.22  2,107,632.24   sFT  0.99999089   -0 19 31.5
 CP0815;UTM  15      - 3,563,606.169   693,800.084   MT  1.00006319   +1 05 44.3
 CP0815
 CP0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0815!SPC MS W     -   0.99999862  x   0.99999089  =   0.99998951
 CP0815!UTM  15      -   0.99999862  x   1.00006319  =   1.00006181
 CP0815
 CP0815                          SUPERSEDED SURVEY CONTROL
 CP0815
 CP0815  ELLIP H (04/15/02)    8.767  (m)                       GP(       ) 4 2
 CP0815  NAD 83(1993)-  32 11 32.35353(N)    090 56 38.84926(W) AD(       ) B
 CP0815  ELLIP H (02/15/02)    8.764  (m)                       GP(       ) 4 1
 CP0815  NGVD 29 (??/??/92)   35.273  (m)          115.72   (f) ADJ UNCH    2 0
 CP0815
 CP0815.Superseded values are not recommended for survey control.
 CP0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0815.See file dsdata.txt to determine how the superseded data were derived.
 CP0815
 CP0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9380063606(NAD 83)
 CP0815_MARKER: DD = SURVEY DISK
 CP0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0815_STAMPING: BM 61V94 1970
 CP0815_MARK LOGO: MSHD  
 CP0815_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0815+STABILITY: SURFACE MOTION
 CP0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0815+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP0815
 CP0815  HISTORY     - Date     Condition        Report By
 CP0815  HISTORY     - 1970     MONUMENTED       MSHD
 CP0815  HISTORY     - 19991223 GOOD             NGS
 CP0815  HISTORY     - 20020723 GOOD             PYBURN
 CP0815  HISTORY     - 2003     GOOD             PYBURN
 CP0815
 CP0815                          STATION DESCRIPTION
 CP0815
 CP0815'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0815'11.5 MI SSW FROM VICKSBURG.
 CP0815'THE MARK IS LOCATED 11.5 MILES SOUTH SOUTHWEST OF VICKSBURG IN THE
 CP0815'NORTHWEST ANGLE OF A PRIVATE ROAD CROSSING THE ICRR TRACK 1 MILE NORTH
 CP0815'OF THE COMMUNITY OF YOKENA.  IT IS 142 FEET WEST OF THE CENTER OF THE
 CP0815'WEST LANE OF U.S. HIGHWAY 61, 38.5 FEET WEST OF THE WEST RAIL, 55 FEET
 CP0815'NORTHWEST OF THE CENTER OF THE CROSSING, 36 FEET NORTH OF THE CENTER
 CP0815'OF THE PRIVATE ROAD, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CP0815'SMALL CONCRETE BUILDING, 3.5 FEET NORTH OF A POWER LINE POLE WITH A
 CP0815'METER ON IT, 83 FEET NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER
 CP0815'AND A GUY WIRE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP
 CP0815'OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP0815'TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 CP0815'OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG, GO
 CP0815'WEST ON CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON
 CP0815'STREET (U.S. HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE ON
 CP0815'WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE
 CP0815'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 7.9 MILES TO THE MAIN
 CP0815'ENTRANCE TO THE R. G. LETOURNEAU, CO., ON THE RIGHT. CONTINUE SOUTH ON
 CP0815'U.S. HIGHWAY 61 FOR 1.7 MILES TO A PRIVATE ROAD AND THE MARK ON THE
 CP0815'RIGHT.
 CP0815
 CP0815                          STATION RECOVERY (1999)
 CP0815
 CP0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0815'REDESCRIBED BY NGS IN 1999.  STATION IS 11.5 MI (18.5 KM) SOUTH OF
 CP0815'VICKSBURG.  TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF
 CP0815'CRAWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON CRAWFORD STREET
 CP0815'FOR 0.1 MILE (0.2 KM) TO THE INTERSECTION OF WASHINGTON STREET (U.S.
 CP0815'HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE ON WASHINGTON STREET FOR
 CP0815'2.3 MILES (3.7 KM) TO THE U.S. HIGHWAY 80 BYPASS ON THE LEFT. CONTINUE
 CP0815'SOUTH ON U.S. HIGHWAY 61 FOR 7.9 MILES (12.7 KM) TO THE MAIN ENTRANCE
 CP0815'TO THE R.G. LETOURNEAU, CO., ON THE RIGHT.  CONTINUE SOUTH ON U.S.
 CP0815'HIGHWAY 61 FOR 1.7 MILES (2.7 KM) TO A GATED FIELD ENTRANCE AND THE
 CP0815'MARK ON THE RIGHT.  PASTURE ENTRANCE IS ACROSS THE HWY FROM A PAVED
 CP0815'CROSSOVER BETWEEN THE TWO SIDES OF THE HWY.  THE STATION IS 1.0 MI
 CP0815'(1.6 KM) NORTH OF YOKENA CEMETARY, ALSO SOUTH OF GLASS ROAD AND NORTH
 CP0815'OF JEFF DAVIS ROAD.  ALL EVIDENCE OF THE PREVIOUSLY REFERENCED RR IS
 CP0815'GONE.  THE STATION IS NOW IN A PASTURE, WEST OF THE SOUTH BOUND LANES
 CP0815'OF HWY 61.  IT IS 22.0 M (72.2 FT) WEST OF THE NORTH (HINGE) GATE
 CP0815'POST, 28.0 M (91.9 FT) WSW OF A WIRE FENCE (ON THE WEST SIDE OF THE
 CP0815'HWY ROW), 23.5 M (77.1 FT) NORTH OF A WOODEN POLE WITH ELECTRIC METER,
 CP0815'ABOUT 1/4 MI EAST OF A HIGH TENSION POWER LINE, AND 0.3 M (1.0 FT)
 CP0815'SOUTH OF AN ORANGE WITNESS POST.  ON THIS DATE, STATION WAS ALSO ABOUT
 CP0815'25 M (82.0 FT) EAST OF A VERY LARGE BLACK BULL.  THE MONUMENT PROJECTS
 CP0815'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.  *** PASTURE OWNER HAS GIVEN
 CP0815'PERMISSION FOR SURVEYORS TO ACCESS THE STATION ON CONDITION THAT YOU
 CP0815'LEAVE NO GARBAGE OR FLAGGING IN THE PASTURE OR ON THE FENCE.  DO NOT
 CP0815'OPEN THE GATE.  CLIMB OVER ON THE HINGE END OF THE GATE.  ***
 CP0815
 CP0815                          STATION RECOVERY (2002)
 CP0815
 CP0815'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP0815'RECOVERED AS DESCRIBED
 CP0815'IPYBURN
 CP0815'
 CP0815
 CP0815                          STATION RECOVERY (2003)
 CP0815
 CP0815'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP0815'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0816 ***********************************************************************
 CP0816  DESIGNATION -  61 V 95
 CP0816  PID         -  CP0816
 CP0816  STATE/COUNTY-  MS/WARREN
 CP0816  USGS QUAD   -  YOKENA (1973)
 CP0816
 CP0816                         *CURRENT SURVEY CONTROL
 CP0816  ___________________________________________________________________
 CP0816* NAD 83(1986)-  32 12 06.     (N)    090 56 41.     (W)     SCALED    
 CP0816* NAVD 88     -        40.86   (+/-2cm)     134.1    (feet)  VERTCON   
 CP0816  ___________________________________________________________________
 CP0816  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0816
 CP0816.The horizontal coordinates were scaled from a topographic map and have
 CP0816.an estimated accuracy of +/- 6 seconds.
 CP0816
 CP0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0816.The vertical order pertains to the NGVD 29 superseded value.
 CP0816
 CP0816.The geoid height was determined by GEOID03.
 CP0816
 CP0816;                    North         East    Units  Estimated Accuracy
 CP0816;SPC MS W     -   299,680.      642,360.      MT  (+/- 180 meters Scaled)
 CP0816
 CP0816                          SUPERSEDED SURVEY CONTROL
 CP0816
 CP0816  NGVD 29 (??/??/92)   40.883  (m)          134.13   (f) ADJ UNCH    2 0
 CP0816
 CP0816.Superseded values are not recommended for survey control.
 CP0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0816.See file dsdata.txt to determine how the superseded data were derived.
 CP0816
 CP0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR937646(NAD 83)
 CP0816_MARKER: DD = SURVEY DISK
 CP0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0816_STAMPING: BM 61V95 1970
 CP0816_MARK LOGO: MSHD  
 CP0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0816+STABILITY: SURFACE MOTION
 CP0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0816+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2000
 CP0816
 CP0816  HISTORY     - Date     Condition        Report By
 CP0816  HISTORY     - 1970     MONUMENTED       MSHD
 CP0816  HISTORY     - 19991227 GOOD             NGS
 CP0816  HISTORY     - 20000403 GOOD             NGS
 CP0816
 CP0816                          STATION DESCRIPTION
 CP0816
 CP0816'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0816'11 MI SSW FROM VICKSBURG.
 CP0816'THE MARK IS LOCATED 11 MILES SOUTH SOUTHWEST OF VICKSBURG JUST NORTH
 CP0816'OF GERTIES GROCERY STORE, 1.7 MILES NORTH OF THE COMMUNITY OF YOKENA.
 CP0816'IT IS 118 FEET WEST OF THE CENTER OF THE WEST LANE OF U.S. HIGHWAY 61,
 CP0816'42 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK STORE,
 CP0816'31 FEET WEST OF THE EXTENDED EAST WALL OF THE CONCRETE BLOCK STORE,
 CP0816'233 FEET EAST NORTHEAST OF THE EAST RAIL OF THE ICRR TRACK, 2.5 FEET
 CP0816'NORTH OF A POWER LINE POLE WITH A LAMP AND GUY WIRES, 1 FOOT SOUTH OF
 CP0816'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CP0816'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.
 CP0816'NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD
 CP0816'AND MONROE STREETS IN VICKSBURG, GO WEST ON CRAWFORD STREET FOR 0.1
 CP0816'MILE TO THE INTERSECTION OF WASHINGTON STREET (U.S. HIGHWAY 61). TURN
 CP0816'LEFT (SOUTH) AND CONTINUE ON WASHINGTON STREET FOR 2.3 MILES TO THE
 CP0816'U.S. HIGHWAY 80 BYPASS ON THE LEFT. CONTINUE SOUTH ON U.S. HIGHWAY 61
 CP0816'FOR 7.9 MILES TO THE MAIN ENTRANCE TO THE R. G. LETOURNEAU COMPANY ON
 CP0816'THE RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.95 MILE TO THE
 CP0816'STORE AND THE MARK ON THE RIGHT.
 CP0816
 CP0816                          STATION RECOVERY (1999)
 CP0816
 CP0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0816'RECOVERED AS DESCRIBED.  THE ICRR TRACK AND WITNESS POST CITED IN 1970
 CP0816'ARE GONE.  MARK IS NOW 4 M (13.1 FT) NW OF THE CLOSEST CORNER OF THE
 CP0816'PRESENT BUILDING AND 10 M (32.8 FT) WNW OF THE NE FRONT CORNER OF THAT
 CP0816'BLDG.  IT IS FLUSH WITH THE SURFACE.
 CP0816
 CP0816                          STATION RECOVERY (2000)
 CP0816
 CP0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0816'RR TRACK IS GONE.  MARK IS 4 M NW OF CLOSEST CORNER OF PRESENT
 CP0816'BUILDING, 10 M WNW OF NE FRONT CORNER OF CURRENT BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0821 ***********************************************************************
 CP0821  DESIGNATION -  61 V 96
 CP0821  PID         -  CP0821
 CP0821  STATE/COUNTY-  MS/WARREN
 CP0821  USGS QUAD   -  YOKENA (1973)
 CP0821
 CP0821                         *CURRENT SURVEY CONTROL
 CP0821  ___________________________________________________________________
 CP0821* NAD 83(1986)-  32 13 05.     (N)    090 55 56.     (W)     SCALED    
 CP0821* NAVD 88     -        50.16   (+/-2cm)     164.6    (feet)  VERTCON   
 CP0821  ___________________________________________________________________
 CP0821  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0821
 CP0821.The horizontal coordinates were scaled from a topographic map and have
 CP0821.an estimated accuracy of +/- 6 seconds.
 CP0821
 CP0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0821.The vertical order pertains to the NGVD 29 superseded value.
 CP0821
 CP0821.The geoid height was determined by GEOID03.
 CP0821
 CP0821;                    North         East    Units  Estimated Accuracy
 CP0821;SPC MS W     -   301,490.      643,550.      MT  (+/- 180 meters Scaled)
 CP0821
 CP0821                          SUPERSEDED SURVEY CONTROL
 CP0821
 CP0821  NGVD 29 (??/??/92)   50.184  (m)          164.65   (f) ADJ UNCH    2 0
 CP0821
 CP0821.Superseded values are not recommended for survey control.
 CP0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0821.See file dsdata.txt to determine how the superseded data were derived.
 CP0821
 CP0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR948664(NAD 83)
 CP0821_MARKER: DD = SURVEY DISK
 CP0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0821_STAMPING: BM 61V-96 1970
 CP0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0821+STABILITY: SURFACE MOTION
 CP0821
 CP0821  HISTORY     - Date     Condition        Report By
 CP0821  HISTORY     - 1970     MONUMENTED       MSHD
 CP0821
 CP0821                          STATION DESCRIPTION
 CP0821
 CP0821'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0821'9.4 MI SW FROM VICKSBURG.
 CP0821'THE MARK IS LOCATED 9.4 MILES SOUTHWEST OF VICKSBURG NEAR THE EAST
 CP0821'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 3 MILES NORTH OF THE COMMUNITY OF
 CP0821'YOKENA.  IT IS 201 FEET EAST OF THE CENTER OF THE EAST LANE OF HIGHWAY
 CP0821'61, 54 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD AT THE END OF THE
 CP0821'BLACK TOP, 14 FEET SOUTH OF A 14 INCH SEASONAL TREE, 1 FOOT EAST OF A
 CP0821'METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CP0821'ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.
 CP0821'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN VICKSBURG GO WEST ON
 CP0821'CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION WITH WASHINGTON
 CP0821'STREET (U.S. HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE ON
 CP0821'WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE
 CP0821'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 7 MILES TO A SIDE ROAD
 CP0821'AND A CHURCH ON THE RIGHT AT THE SOUTH END OF A CONCRETE BRIDGE.
 CP0821'CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.45 MILE TO A SIDE ROAD AND THE
 CP0821'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0822 ***********************************************************************
 CP0822  DESIGNATION -  61 V 97
 CP0822  PID         -  CP0822
 CP0822  STATE/COUNTY-  MS/WARREN
 CP0822  USGS QUAD   -  YOKENA (1973)
 CP0822
 CP0822                         *CURRENT SURVEY CONTROL
 CP0822  ___________________________________________________________________
 CP0822* NAD 83(1986)-  32 13 52.     (N)    090 55 31.     (W)     SCALED    
 CP0822* NAVD 88     -        30.95   (+/-2cm)     101.5    (feet)  VERTCON   
 CP0822  ___________________________________________________________________
 CP0822  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0822
 CP0822.The horizontal coordinates were scaled from a topographic map and have
 CP0822.an estimated accuracy of +/- 6 seconds.
 CP0822
 CP0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0822.The vertical order pertains to the NGVD 29 superseded value.
 CP0822
 CP0822.The geoid height was determined by GEOID03.
 CP0822
 CP0822;                    North         East    Units  Estimated Accuracy
 CP0822;SPC MS W     -   302,930.      644,210.      MT  (+/- 180 meters Scaled)
 CP0822
 CP0822                          SUPERSEDED SURVEY CONTROL
 CP0822
 CP0822  NGVD 29 (??/??/92)   30.981  (m)          101.64   (f) ADJ UNCH    2 0
 CP0822
 CP0822.Superseded values are not recommended for survey control.
 CP0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0822.See file dsdata.txt to determine how the superseded data were derived.
 CP0822
 CP0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR954679(NAD 83)
 CP0822_MARKER: DD = SURVEY DISK
 CP0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0822_STAMPING: BM 61V-97 1970
 CP0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0822+STABILITY: SURFACE MOTION
 CP0822
 CP0822  HISTORY     - Date     Condition        Report By
 CP0822  HISTORY     - 1970     MONUMENTED       MSHD
 CP0822
 CP0822                          STATION DESCRIPTION
 CP0822
 CP0822'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0822'8.5 MI SSW FROM VICKSBURG.
 CP0822'THE MARK IS LOCATED 8.5 MILES SOUTH SOUTHWEST OF VICKSBURG UNDER A
 CP0822'POWER LINE NEAR THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61, 4 MILES
 CP0822'NORTH NORTHEAST OF THE COMMUNITY OF YOKENA, 0.45 MILE SOUTH OF THE
 CP0822'MUNICIPAL AIRPORT.  IT IS 94 FEET WEST OF THE CENTER OF THE WEST LANE
 CP0822'OF HIGHWAY 61, 3.5 FEET NORTH OF POWER LINE POLE NO. 95, 1 FEET SOUTH
 CP0822'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 CP0822'POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 CP0822'NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD
 CP0822'AND MONROE STREETS IN VICKSBURG, GO WEST ON CRAWFORD STREET FOR 0.1
 CP0822'MILE TO THE INTERSECTION OF WASHINGTON STREET (U.S. HIGHWAY 61). TURN
 CP0822'LEFT (SOUTH) AND CONTINUE ON WASHINGTON STREET FOR 2.3 MILE TO THE
 CP0822'U.S. HIGHWAY 80 BYPASS ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61
 CP0822'FOR 6.2 MILES TO A SIDE ROAD LEFT (0.2 MILE SOUTH OF THE ENTRANCE TO
 CP0822'THE AIRPORT).  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.25 MILE TO THE
 CP0822'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0824 ***********************************************************************
 CP0824  DESIGNATION -  61 V 98
 CP0824  PID         -  CP0824
 CP0824  STATE/COUNTY-  MS/WARREN
 CP0824  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0824
 CP0824                         *CURRENT SURVEY CONTROL
 CP0824  ___________________________________________________________________
 CP0824* NAD 83(1986)-  32 15 08.     (N)    090 55 15.     (W)     SCALED    
 CP0824* NAVD 88     -        32.32   (+/-2cm)     106.0    (feet)  VERTCON   
 CP0824  ___________________________________________________________________
 CP0824  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0824
 CP0824.The horizontal coordinates were scaled from a topographic map and have
 CP0824.an estimated accuracy of +/- 6 seconds.
 CP0824
 CP0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0824.The vertical order pertains to the NGVD 29 superseded value.
 CP0824
 CP0824.The geoid height was determined by GEOID03.
 CP0824
 CP0824;                    North         East    Units  Estimated Accuracy
 CP0824;SPC MS W     -   305,270.      644,640.      MT  (+/- 180 meters Scaled)
 CP0824
 CP0824                          SUPERSEDED SURVEY CONTROL
 CP0824
 CP0824  NGVD 29 (??/??/92)   32.345  (m)          106.12   (f) ADJ UNCH    2 0
 CP0824
 CP0824.Superseded values are not recommended for survey control.
 CP0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0824.See file dsdata.txt to determine how the superseded data were derived.
 CP0824
 CP0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR958702(NAD 83)
 CP0824_MARKER: DD = SURVEY DISK
 CP0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0824_STAMPING: BM 61V-98 1970
 CP0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0824+STABILITY: SURFACE MOTION
 CP0824
 CP0824  HISTORY     - Date     Condition        Report By
 CP0824  HISTORY     - 1970     MONUMENTED       MSHD
 CP0824  HISTORY     - 1974     GOOD             MSSU
 CP0824
 CP0824                          STATION DESCRIPTION
 CP0824
 CP0824'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0824'7.1 MI SSW FROM VICKSBURG.
 CP0824'THE MARK IS LOCATED 7.1 MILES SOUTH SOUTHWEST OF VICKSBURG ON THE WEST
 CP0824'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 0.25 MILE NORTH OF THE WESTINGHOUSE
 CP0824'EQUIPMENT CO.  IT IS 44 FEET WEST OF THE CENTER OF THE WEST LANE OF
 CP0824'U.S. HIGHWAY 61, 105 FEET SOUTH OF A T FENCE CORNER, 11 FEET EAST
 CP0824'SOUTHEAST OF THE EAST POST OF A LARGE SIGN, 1.5 FEET SOUTH OF A POWER
 CP0824'LINE POLE WITH TRANSFORMERS, 3 FEET EAST OF A FENCE, 1 FOOT NORTH OF A
 CP0824'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CP0824'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES. NOTE-- TO REACH
 CP0824'FROM THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS
 CP0824'IN VICKSBURG GO WEST ON CRAWFORD STREET FOR 0.1 MILE TO THE
 CP0824'INTERSECTION OF WASHINGTON STREET (U.S. HIGHWAY 61). TURN LEFT (SOUTH)
 CP0824'AND CONTINUE ON WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80
 CP0824'BYPASS ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 4.9 MILES
 CP0824'TO A SIDE ROAD AND THE ABF TRUCKING CO., ON THE RIGHT. CONTINUE SOUTH
 CP0824'ON U.S. HIGHWAY 61 FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 CP0824
 CP0824                          STATION RECOVERY (1974)
 CP0824
 CP0824'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974
 CP0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0825 ***********************************************************************
 CP0825  DESIGNATION -  61 V 99
 CP0825  PID         -  CP0825
 CP0825  STATE/COUNTY-  MS/WARREN
 CP0825  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0825
 CP0825                         *CURRENT SURVEY CONTROL
 CP0825  ___________________________________________________________________
 CP0825* NAD 83(1986)-  32 16 10.     (N)    090 55 03.     (W)     SCALED    
 CP0825* NAVD 88     -        36.96   (+/-2cm)     121.3    (feet)  VERTCON   
 CP0825  ___________________________________________________________________
 CP0825  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0825
 CP0825.The horizontal coordinates were scaled from a topographic map and have
 CP0825.an estimated accuracy of +/- 6 seconds.
 CP0825
 CP0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0825.The vertical order pertains to the NGVD 29 superseded value.
 CP0825
 CP0825.The geoid height was determined by GEOID03.
 CP0825
 CP0825;                    North         East    Units  Estimated Accuracy
 CP0825;SPC MS W     -   307,180.      644,970.      MT  (+/- 180 meters Scaled)
 CP0825
 CP0825                          SUPERSEDED SURVEY CONTROL
 CP0825
 CP0825  NGVD 29 (??/??/92)   36.986  (m)          121.34   (f) ADJ UNCH    2 0
 CP0825
 CP0825.Superseded values are not recommended for survey control.
 CP0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0825.See file dsdata.txt to determine how the superseded data were derived.
 CP0825
 CP0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR961722(NAD 83)
 CP0825_MARKER: DD = SURVEY DISK
 CP0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0825_STAMPING: BM 61V-99 1970
 CP0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0825+STABILITY: SURFACE MOTION
 CP0825
 CP0825  HISTORY     - Date     Condition        Report By
 CP0825  HISTORY     - 1970     MONUMENTED       MSHD
 CP0825  HISTORY     - 1974     GOOD             MSSU
 CP0825  HISTORY     - 20051204 MARK NOT FOUND   MSSU
 CP0825
 CP0825                          STATION DESCRIPTION
 CP0825
 CP0825'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0825'6.1 MI SSW FROM VICKSBURG.
 CP0825'THE MARK IS LOCATED 6.1 MILES SOUTH SOUTHWEST OF VICKSBURG ON THE WEST
 CP0825'RIGHT-OF-WAY OF U.S. HIGHWAY 61 ABOUT 150 FEET NORTH OF THE NORTH
 CP0825'ENTRANCE TO THE MAGNOLIA M.F.G. CORPORATION.  IT IS 51.5 FEET WEST OF
 CP0825'THE WEST LANE OF HIGHWAY 61, 117.5 FEET SOUTHEAST OF A FENCE CORNER,
 CP0825'179 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH FENCE AROUND A
 CP0825'POWER SUB STATION, 83.5 FEET NORTHEAST OF A FENCE CORNER, 12 FEET
 CP0825'SOUTH OF A FIRE PLUG, 2.5 FEET SOUTH OF A POWER LINE POLE GUY WIRES,
 CP0825'24 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN
 CP0825'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL
 CP0825'OF THE HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE U.S.
 CP0825'POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG,
 CP0825'GO WEST ON CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION OF
 CP0825'WASHINGTON STREET (U.S. HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE
 CP0825'ON WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON
 CP0825'THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 3 MILES TO A CONCRETE
 CP0825'BRIDGE OVER A RAILROAD TRACK.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR
 CP0825'0.8 MILE TO THE MARK ON THE RIGHT JUST BEYOND A POWER SUB STATION.
 CP0825
 CP0825                          STATION RECOVERY (1974)
 CP0825
 CP0825'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974
 CP0825'RECOVERED IN GOOD CONDITION.
 CP0825
 CP0825                          STATION RECOVERY (2005)
 CP0825
 CP0825'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (BG)
 CP0825'DESCRIPTION IS ADEQUATE I JUST COULDN'T GO INSIDE THE FENCED AREA TO
 CP0825'ACTUALLY FIND THE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1061 ***********************************************************************
 BW1061  DESIGNATION -  61 V A
 BW1061  PID         -  BW1061
 BW1061  STATE/COUNTY-  MS/WILKINSON
 BW1061  USGS QUAD   -  WOODVILLE (1988)
 BW1061
 BW1061                         *CURRENT SURVEY CONTROL
 BW1061  ___________________________________________________________________
 BW1061* NAD 83(1986)-  31 05 41.     (N)    091 16 34.     (W)     SCALED    
 BW1061* NAVD 88     -       104.55   (+/-2cm)     343.0    (feet)  VERTCON   
 BW1061  ___________________________________________________________________
 BW1061  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW1061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1061
 BW1061.The horizontal coordinates were scaled from a topographic map and have
 BW1061.an estimated accuracy of +/- 6 seconds.
 BW1061
 BW1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1061.The vertical order pertains to the NGVD 29 superseded value.
 BW1061
 BW1061.The geoid height was determined by GEOID03.
 BW1061
 BW1061;                    North         East    Units  Estimated Accuracy
 BW1061;SPC MS W     -   177,160.      610,050.      MT  (+/- 180 meters Scaled)
 BW1061
 BW1061                          SUPERSEDED SURVEY CONTROL
 BW1061
 BW1061  NGVD 29 (??/??/92)  104.52   (m)          342.9    (f) COMPUTED    2 0
 BW1061
 BW1061.Superseded values are not recommended for survey control.
 BW1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1061.See file dsdata.txt to determine how the superseded data were derived.
 BW1061
 BW1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ644413(NAD 83)
 BW1061_MARKER: DD = SURVEY DISK
 BW1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1061_SP_SET: CULVERT
 BW1061_STAMPING: BM 61V-A 1969
 BW1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1061
 BW1061  HISTORY     - Date     Condition        Report By
 BW1061  HISTORY     - 1969     MONUMENTED       MSHD
 BW1061
 BW1061                          STATION DESCRIPTION
 BW1061
 BW1061'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1061'1.3 MI SE FROM WOODVILLE.
 BW1061'THE MARK IS LOCATED 1.3 MILES SOUTHEAST OF WOODVILLE IN THE EAST END
 BW1061'OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT UNDER STATE HIGHWAY 24
 BW1061'IN THE NORTHWEST 1/4 OF SECTION 40, T 2N, R 2W.  IT IS 23 FEET SOUTH
 BW1061'OF THE CENTER OF HIGHWAY 24, 1 FOOT WEST OF A METAL WITNESS POST, SET
 BW1061'IN A DRILLED HOLE IN THE EAST END OF A 6X4 FOOT CONCRETE BOX CULVERT
 BW1061'AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO REACH
 BW1061'FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN
 BW1061'STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE INTERSECTION OF U.S.
 BW1061'HIGHWAY 61.  CONTINUE EAST ON STATE HIGHWAY 24 FOR 1.1 MILES TO THE
 BW1061'CULVERT AND THE MARK ON THE RIGHT JUST BEYOND A BRICK SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0652 ***********************************************************************
 BH0652  DESIGNATION -  613 V 1 MSHD
 BH0652  PID         -  BH0652
 BH0652  STATE/COUNTY-  MS/JACKSON
 BH0652  USGS QUAD   -  THREE RIVERS (1982)
 BH0652
 BH0652                         *CURRENT SURVEY CONTROL
 BH0652  ___________________________________________________________________
 BH0652* NAD 83(1986)-  30 31 43.     (N)    088 31 50.     (W)     SCALED    
 BH0652* NAVD 88     -        10.05   (+/-2cm)      33.0    (feet)  VERTCON   
 BH0652  ___________________________________________________________________
 BH0652  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0652  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0652
 BH0652.The horizontal coordinates were scaled from a topographic map and have
 BH0652.an estimated accuracy of +/- 6 seconds.
 BH0652
 BH0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0652.The vertical order pertains to the NGVD 29 superseded value.
 BH0652
 BH0652.The geoid height was determined by GEOID03.
 BH0652
 BH0652;                    North         East    Units  Estimated Accuracy
 BH0652;SPC MS E     -   114,060.      329,060.      MT  (+/- 180 meters Scaled)
 BH0652
 BH0652                          SUPERSEDED SURVEY CONTROL
 BH0652
 BH0652  NGVD 29 (??/??/??)   10.017  (m)           32.86   (f) ADJUSTED    2 2
 BH0652
 BH0652.Superseded values are not recommended for survey control.
 BH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0652.See file dsdata.txt to determine how the superseded data were derived.
 BH0652
 BH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU531783(NAD 83)
 BH0652_MARKER: DD = SURVEY DISK
 BH0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0652_STAMPING: BM 613V 1 1973
 BH0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0652+STABILITY: SURFACE MOTION
 BH0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0652+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH0652
 BH0652  HISTORY     - Date     Condition        Report By
 BH0652  HISTORY     - 1973     MONUMENTED       MSHD
 BH0652  HISTORY     - 20080201 GOOD             MSDOT
 BH0652  HISTORY     - 20080418 GOOD             MSDOT
 BH0652
 BH0652                          STATION DESCRIPTION
 BH0652
 BH0652'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0652'6.2 MI NNE FROM ESCATAWPA.
 BH0652'THE MARK IS LOCATED 6.2 MILES NNE OF ESCATAWPA NEAR THE SOUTH ROW OF
 BH0652'STATE HIGHWAY 613 ON THE EAST SIDE OF A MEMORIAL GARDEN ON THE LAWN OF
 BH0652'MR. J. R. BULLOCK, 9.3 MILES SSW OF HURLEY, 5.2 MILES SW OF BIG POINT
 BH0652'IN THE NE 1/4 OF SECTION 13, T 6S, R 6W.  IT IS 54 FEET SSE OF THE
 BH0652'CENTER OF HIGHWAY 613, 27 FEET ENE OF THE CENTER OF A DRIVEWAY, 78
 BH0652'FEET NE OF THE NE CORNER OF A FRAME HOUSE, 41 FEET NORTH OF THE
 BH0652'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 21 FEET WEST OF A LONE
 BH0652'15 INCH PINE, 137.5 FEET ENE OF A POWER POLE WITH A GUY WIRE AND
 BH0652'TRANSFORMER, 1.5 FEET EAST OF A TELEPHONE POLE SET IN THE TOP OF A 12
 BH0652'INCH CONCRETE CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BH0652'IS FLUSH WITH THE GROUND.  TO REACH FROM THE TWIN CITIES BANK AND POST
 BH0652'OFFICE AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE
 BH0652'JUNCTION OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 0.85
 BH0652'MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT.
 BH0652
 BH0652                          STATION RECOVERY (2008)
 BH0652
 BH0652'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0652'RECOVERED IN GOOD CONDITION.
 BH0652
 BH0652                          STATION RECOVERY (2008)
 BH0652
 BH0652'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0652'A NEW DESCRIPTION IS AS FOLLOWS.
 BH0652'THE MARK IS LOCATED ON THE SOUTH R.O.W. OF S.R. 613 IN FRONT OF THE
 BH0652'COASTAL FUNERAL HOME AND SERENE MEMORIAL GARDENS.  IT IS 54 FEET
 BH0652'SOUTHEAST OF THE CENTER OF S.R. 613, 3 FEET EAST OF A POWER LINE POLE,
 BH0652'20 FEET SOUTHWEST OF A GAS METER, 6 FEET NNW OF THE EDGE OF AN ASPHALT
 BH0652'PARKING, 48 FEET NORTH OF A LIGHT POLE, AND .5 FEET NORTHWEST OF A
 BH0652'CARSONITE WITNESS POST.
 BH0652'TO REACH THE MARK FROM THE I-10 AND S.R. 63 INTERCHANGE, TRAVEL NORTH
 BH0652'ON S.R. 63 TO THE INTERSECTION OF S.R. 613, TURN RIGHT AND TRAVEL EAST
 BH0652'ALONG S.R. 613 FOR .8 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0653 ***********************************************************************
 BH0653  DESIGNATION -  613 V 2 MSHD
 BH0653  PID         -  BH0653
 BH0653  STATE/COUNTY-  MS/JACKSON
 BH0653  USGS QUAD   -  THREE RIVERS (1982)
 BH0653
 BH0653                         *CURRENT SURVEY CONTROL
 BH0653  ___________________________________________________________________
 BH0653* NAD 83(1986)-  30 32 14.     (N)    088 31 05.     (W)     SCALED    
 BH0653* NAVD 88     -         8.38   (+/-2cm)      27.5    (feet)  VERTCON   
 BH0653  ___________________________________________________________________
 BH0653  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0653  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0653
 BH0653.The horizontal coordinates were scaled from a topographic map and have
 BH0653.an estimated accuracy of +/- 6 seconds.
 BH0653
 BH0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0653.The vertical order pertains to the NGVD 29 superseded value.
 BH0653
 BH0653.The geoid height was determined by GEOID03.
 BH0653
 BH0653;                    North         East    Units  Estimated Accuracy
 BH0653;SPC MS E     -   115,020.      330,250.      MT  (+/- 180 meters Scaled)
 BH0653
 BH0653                          SUPERSEDED SURVEY CONTROL
 BH0653
 BH0653  NGVD 29 (??/??/??)    8.343  (m)           27.37   (f) ADJUSTED    2 2
 BH0653
 BH0653.Superseded values are not recommended for survey control.
 BH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0653.See file dsdata.txt to determine how the superseded data were derived.
 BH0653
 BH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU543792(NAD 83)
 BH0653_MARKER: DD = SURVEY DISK
 BH0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0653_STAMPING: BM 613V 2 1973
 BH0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0653+STABILITY: SURFACE MOTION
 BH0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0653+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BH0653
 BH0653  HISTORY     - Date     Condition        Report By
 BH0653  HISTORY     - 1973     MONUMENTED       MSHD
 BH0653  HISTORY     - 20080201 GOOD             MSDOT
 BH0653
 BH0653                          STATION DESCRIPTION
 BH0653
 BH0653'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0653'7 MI NNE FROM ESCATAWPA.
 BH0653'THE MARK IS LOCATED 7 MILES NNE OF ESCATAWPA NEAR THE SE CORNER OF A
 BH0653'DOG PEN JUST WEST OF THE RESIDENCE OF MRS. J. W. JACKSON, 8.2 MILES
 BH0653'SOUTH OF HURLEY, 4 MILES SW OF BIG POINT IN THE SW 1/4 OF THE NE 1/4
 BH0653'OF SECTION 7, T 6S, R 5W.  IT IS 190 FEET NORTH OF THE CENTER OF
 BH0653'HIGHWAY 613, 151 FEET WEST OF THE CENTER OF A DRIVEWAY, 100 FEET WSW
 BH0653'OF THE SW CORNER OF A FRAME HOUSE, 66 FEET SW OF THE SW CORNER OF A
 BH0653'FRAME STORAGE HOUSE, 146 FEET NNE OF A ROW MARKER, 155 FEET NNE OF A
 BH0653'POWER POLE WITH GUY WIRES, 3 FEET WEST OF THE SE CORNER OF A DOG PEN,
 BH0653'1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 BH0653'CONCRETE CYLINDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS
 BH0653'FLUSH WITH THE GROUND.  TO REACH FROM THE TWIN CITIES BANK AND POST
 BH0653'OFFICE AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE
 BH0653'JUNCTION OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 1.5
 BH0653'MILES TO A CROSSROAD.  CONTINUE EAST ON HIGHWAY 613 FOR 0.35 MILE TO
 BH0653'THE MARK ON THE LEFT JUST BEFORE REACHING A DRIVEWAY.
 BH0653
 BH0653                          STATION RECOVERY (2008)
 BH0653
 BH0653'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0654 ***********************************************************************
 BH0654  DESIGNATION -  613 V 3 MSHD
 BH0654  PID         -  BH0654
 BH0654  STATE/COUNTY-  MS/JACKSON
 BH0654  USGS QUAD   -  THREE RIVERS (1982)
 BH0654
 BH0654                         *CURRENT SURVEY CONTROL
 BH0654  ___________________________________________________________________
 BH0654* NAD 83(1986)-  30 32 36.     (N)    088 30 01.     (W)     SCALED    
 BH0654* NAVD 88     -        10.30   (+/-2cm)      33.8    (feet)  VERTCON   
 BH0654  ___________________________________________________________________
 BH0654  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 BH0654  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0654
 BH0654.The horizontal coordinates were scaled from a topographic map and have
 BH0654.an estimated accuracy of +/- 6 seconds.
 BH0654
 BH0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0654.The vertical order pertains to the NGVD 29 superseded value.
 BH0654
 BH0654.The geoid height was determined by GEOID03.
 BH0654
 BH0654;                    North         East    Units  Estimated Accuracy
 BH0654;SPC MS E     -   115,700.      331,960.      MT  (+/- 180 meters Scaled)
 BH0654
 BH0654                          SUPERSEDED SURVEY CONTROL
 BH0654
 BH0654  NGVD 29 (??/??/??)   10.267  (m)           33.68   (f) ADJUSTED    2 2
 BH0654
 BH0654.Superseded values are not recommended for survey control.
 BH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0654.See file dsdata.txt to determine how the superseded data were derived.
 BH0654
 BH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU560799(NAD 83)
 BH0654_MARKER: DD = SURVEY DISK
 BH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0654_STAMPING: BM 613V 3 1973
 BH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0654+STABILITY: SURFACE MOTION
 BH0654
 BH0654  HISTORY     - Date     Condition        Report By
 BH0654  HISTORY     - 1973     MONUMENTED       MSHD
 BH0654
 BH0654                          STATION DESCRIPTION
 BH0654
 BH0654'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0654'7.3 MI NE FROM ESCATAWPA.
 BH0654'THE MARK IS LOCATED 7.3 MILES NE OF ESCATAWPA NEAR THE WEST FENCE
 BH0654'AROUND THE YARD OF MR. LOUIS MORGAN, 3.5 MILES SSW OF BIG POINT IN THE
 BH0654'NE 1/4 OF SECTION 8, T 6S, R 5W.  IT IS 114 FEET SE OF THE CENTER OF
 BH0654'HIGHWAY 613, 51 FEET WSW OF THE CENTER OF A DRIVEWAY, 145 FEET WSW OF
 BH0654'THE NW CORNER OF THE CARPORT OF A BRICK HOUSE, 54.5 FEET SE OF A FENCE
 BH0654'CORNER, 104 FEET SW OF A TELEPHONE POLE, 2 FEET SW OF A FENCE, 1 FOOT
 BH0654'SW OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 BH0654'CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 BH0654'INCHES.  TO REACH FROM THE TWIN CITIES BANK AND POST OFFICE AT
 BH0654'ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE JUNCTION
 BH0654'OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 2.8 MILES TO A
 BH0654'DRIVEWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0191 ***********************************************************************
 BH0191  DESIGNATION -  613 V 4 MSHD
 BH0191  PID         -  BH0191
 BH0191  STATE/COUNTY-  MS/JACKSON
 BH0191  USGS QUAD   -  BIG POINT (1982)
 BH0191
 BH0191                         *CURRENT SURVEY CONTROL
 BH0191  ___________________________________________________________________
 BH0191* NAD 83(1986)-  30 33 10.     (N)    088 29 23.     (W)     SCALED    
 BH0191* NAVD 88     -        11.26   (+/-2cm)      36.9    (feet)  VERTCON   
 BH0191  ___________________________________________________________________
 BH0191  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0191  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0191
 BH0191.The horizontal coordinates were scaled from a topographic map and have
 BH0191.an estimated accuracy of +/- 6 seconds.
 BH0191
 BH0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0191.The vertical order pertains to the NGVD 29 superseded value.
 BH0191
 BH0191.The geoid height was determined by GEOID03.
 BH0191
 BH0191;                    North         East    Units  Estimated Accuracy
 BH0191;SPC MS E     -   116,750.      332,970.      MT  (+/- 180 meters Scaled)
 BH0191
 BH0191                          SUPERSEDED SURVEY CONTROL
 BH0191
 BH0191  NGVD 29 (??/??/??)   11.230  (m)           36.84   (f) ADJUSTED    2 2
 BH0191
 BH0191.Superseded values are not recommended for survey control.
 BH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0191.See file dsdata.txt to determine how the superseded data were derived.
 BH0191
 BH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU571809(NAD 83)
 BH0191_MARKER: DD = SURVEY DISK
 BH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0191_STAMPING: BM 613 V 4 1973
 BH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0191+STABILITY: SURFACE MOTION
 BH0191
 BH0191  HISTORY     - Date     Condition        Report By
 BH0191  HISTORY     - 1973     MONUMENTED       MSHD
 BH0191
 BH0191                          STATION DESCRIPTION
 BH0191
 BH0191'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0191'7.2 MI S FROM HURLEY.
 BH0191'THE MARK IS LOCATED 7.2 MILES SOUTH OF HURLEY NEAR THE SW CORNER OF A
 BH0191'CYCLONE FENCE AROUND AT THE RESIDENCE OF MR. J. A. MAGEE, 8.4 MILES NE
 BH0191'OF ESCATAWPA, 2.3 MILES SOUTH OF THE COMMUNITY OF BIG POINT IN THE SE
 BH0191'1/4 OF THE NW 1/4 OF SECTION 4, T 6S, R 5W.  IT IS 61 FEET SE OF THE
 BH0191'CENTER OF HIGHWAY 613, 31 FEET SW OF THE CENTER OF A DRIVEWAY, 63 FEET
 BH0191'WEST OF THE SW CORNER OF THE CARPORT OF A TAN BRICK HOUSE, 20 FEET
 BH0191'EAST OF A FENCE CORNER 131.5 FEET SE AND ACROSS THE HIGHWAY FROM A
 BH0191'POWER POLE, 22 FEET SSE OF A 12 INCH PINE, 1 FOOT NNW OF THE SW CORNER
 BH0191'OF A YARD FENCE, 1 FOOT WNW OF A METAL WITNESS POST SET IN THE TOP OF
 BH0191'A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 BH0191'WITH THE GROUND.  TO REACH FROM THE TWIN CITIES BANK AND POST OFFICE
 BH0191'AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE
 BH0191'JUNCTION OF STATE HIGHWAY 613.  CONTINUE EAST ON STATE HIGHWAY 613 FOR
 BH0191'3 MILES TO A REVERSE Y.  CONTINUE NE ON STATE HIGHWAY 613 FOR 0.9 MILE
 BH0191'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0475 ***********************************************************************
 EH0475  DESIGNATION -  62/63 REF
 EH0475  PID         -  EH0475
 EH0475  STATE/COUNTY-  MS/COAHOMA
 EH0475  USGS QUAD   -  MOON LAKE (1964)
 EH0475
 EH0475                         *CURRENT SURVEY CONTROL
 EH0475  ___________________________________________________________________
 EH0475* NAD 83(1986)-  34 25 52.     (N)    090 33 06.     (W)     SCALED    
 EH0475* NAVD 88     -        53.075  (meters)     174.13   (feet)  ADJUSTED  
 EH0475  ___________________________________________________________________
 EH0475  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0475  DYNAMIC HT  -          53.024 (meters)     173.96  (feet)  COMP
 EH0475  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EH0475
 EH0475  VERT ORDER  -  FIRST     CLASS II
 EH0475
 EH0475.The horizontal coordinates were scaled from a topographic map and have
 EH0475.an estimated accuracy of +/- 6 seconds.
 EH0475
 EH0475.The orthometric height was determined by differential leveling
 EH0475.and adjusted in June 1991.
 EH0475
 EH0475.The geoid height was determined by GEOID03.
 EH0475
 EH0475.The dynamic height is computed by dividing the NAVD 88
 EH0475.geopotential number by the normal gravity value computed on the
 EH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0475.degrees latitude (g = 980.6199 gals.).
 EH0475
 EH0475.The modeled gravity was interpolated from observed gravity values.
 EH0475
 EH0475;                    North         East    Units  Estimated Accuracy
 EH0475;SPC MS W     -   546,790.      679,930.      MT  (+/- 180 meters Scaled)
 EH0475
 EH0475                          SUPERSEDED SURVEY CONTROL
 EH0475
 EH0475  NGVD 29 (??/??/??)   53.126  (m)          174.30   (f) ADJUSTED    1 2
 EH0475
 EH0475.Superseded values are not recommended for survey control.
 EH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0475.See file dsdata.txt to determine how the superseded data were derived.
 EH0475
 EH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU249126(NAD 83)
 EH0475_MARKER: DD = SURVEY DISK
 EH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0475+STABILITY: SURFACE MOTION
 EH0475
 EH0475  HISTORY     - Date     Condition        Report By
 EH0475  HISTORY     - UNK      MONUMENTED       DOD
 EH0475  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0475  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0475
 EH0475                          STATION DESCRIPTION
 EH0475
 EH0475'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0475'6.9 MI N FROM FRIARS POINT.
 EH0475'THE MARK IS LOCATED ABOUT 6.9 MILES NORTH ALONG THE MISSISSIPPI RIVER
 EH0475'LEVEE FROM THE WATER TOWER AT FRIARS POINT, ABOUT 0.1 MILE SE OF MILE
 EH0475'POST 62/63, 541 FEET SOUTH OF BM 62/63 (USE), 267 FEET EAST OF CENTER
 EH0475'OF TOP OF LEVEE, 249 FEET NORTH OF TELEPHONE POLE NO. 91, 1.3 FEET NE
 EH0475'OF A 2 1/2 INCH IRON PIPE PROJECTING 3 FEET, AND IS A DISK IN THE TOP
 EH0475'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH0475
 EH0475                          STATION RECOVERY (1974)
 EH0475
 EH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0474 ***********************************************************************
 EH0474  DESIGNATION -  62/63 RESET
 EH0474  PID         -  EH0474
 EH0474  STATE/COUNTY-  MS/COAHOMA
 EH0474  USGS QUAD   -  MOON LAKE (1964)
 EH0474
 EH0474                         *CURRENT SURVEY CONTROL
 EH0474  ___________________________________________________________________
 EH0474* NAD 83(1986)-  34 25 57.     (N)    090 33 03.     (W)     SCALED    
 EH0474* NAVD 88     -        53.047  (meters)     174.04   (feet)  ADJUSTED  
 EH0474  ___________________________________________________________________
 EH0474  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0474  DYNAMIC HT  -          52.995 (meters)     173.87  (feet)  COMP
 EH0474  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EH0474
 EH0474  VERT ORDER  -  FIRST     CLASS II
 EH0474
 EH0474.The horizontal coordinates were scaled from a topographic map and have
 EH0474.an estimated accuracy of +/- 6 seconds.
 EH0474
 EH0474.The orthometric height was determined by differential leveling
 EH0474.and adjusted in June 1991.
 EH0474
 EH0474.The geoid height was determined by GEOID03.
 EH0474
 EH0474.The dynamic height is computed by dividing the NAVD 88
 EH0474.geopotential number by the normal gravity value computed on the
 EH0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0474.degrees latitude (g = 980.6199 gals.).
 EH0474
 EH0474.The modeled gravity was interpolated from observed gravity values.
 EH0474
 EH0474;                    North         East    Units  Estimated Accuracy
 EH0474;SPC MS W     -   546,940.      680,010.      MT  (+/- 180 meters Scaled)
 EH0474
 EH0474                          SUPERSEDED SURVEY CONTROL
 EH0474
 EH0474  NGVD 29 (??/??/??)   53.098  (m)          174.21   (f) ADJUSTED    1 2
 EH0474
 EH0474.Superseded values are not recommended for survey control.
 EH0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0474.See file dsdata.txt to determine how the superseded data were derived.
 EH0474
 EH0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU250128(NAD 83)
 EH0474_MARKER: DD = SURVEY DISK
 EH0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0474+STABILITY: SURFACE MOTION
 EH0474
 EH0474  HISTORY     - Date     Condition        Report By
 EH0474  HISTORY     - UNK      MONUMENTED       DOD
 EH0474  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0474  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0474
 EH0474                          STATION DESCRIPTION
 EH0474
 EH0474'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0474'7 MI N FROM FRIARS POINT.
 EH0474'THE MARK IS LOCATED ABOUT 7 MILES NORTH ALONG THE MISSISSIPPI RIVER
 EH0474'LEVEE FROM THE WATER TOWER AT FRIARS POINT, 233 FEET ESE OF MILE POST
 EH0474'62/63, 248 FEET ESE OF CENTER OF TOP OF LEVEE, 541 FEET NORTH OF REF
 EH0474'62/63 (USE), BETWEEN TWO IRON PIPES (2 1/2 INCH) PROJECTING 2 FEET,
 EH0474'AND IS A DISK IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 EH0474
 EH0474                          STATION RECOVERY (1974)
 EH0474
 EH0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1174 ***********************************************************************
 DK1174  DESIGNATION -  63 B
 DK1174  PID         -  DK1174
 DK1174  STATE/COUNTY-  MS/WASHINGTON
 DK1174  USGS QUAD   -  WAYSIDE (1970)
 DK1174
 DK1174                         *CURRENT SURVEY CONTROL
 DK1174  ___________________________________________________________________
 DK1174* NAD 83(1986)-  33 21 43.     (N)    091 05 04.     (W)     SCALED    
 DK1174* NAVD 88     -        38.35   (+/-2cm)     125.8    (feet)  VERTCON   
 DK1174  ___________________________________________________________________
 DK1174  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1174  VERT ORDER  -  ? (See Below)
 DK1174
 DK1174.The horizontal coordinates were scaled from a topographic map and have
 DK1174.an estimated accuracy of +/- 6 seconds.
 DK1174
 DK1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1174.The vertical order pertains to the NGVD 29 superseded value.
 DK1174
 DK1174.The geoid height was determined by GEOID03.
 DK1174
 DK1174;                    North         East    Units  Estimated Accuracy
 DK1174;SPC MS W     -   428,430.      630,100.      MT  (+/- 180 meters Scaled)
 DK1174
 DK1174                          SUPERSEDED SURVEY CONTROL
 DK1174
 DK1174  NGVD 29 (??/??/??)   38.411  (m)          126.02   (f) ADJUSTED    ?  
 DK1174
 DK1174.Superseded values are not recommended for survey control.
 DK1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1174.See file dsdata.txt to determine how the superseded data were derived.
 DK1174
 DK1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS782930(NAD 83)
 DK1174_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1174
 DK1174  HISTORY     - Date     Condition        Report By
 DK1174  HISTORY     - UNK      MONUMENTED       DOD
 DK1174  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1174
 DK1174                          STATION DESCRIPTION
 DK1174
 DK1174'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1174'3.0 MI SW FROM GREENVILLE.
 DK1174'3 MILES SOUTHWEST ALONG THE LEVEE FROM GREENVILLE, 0.2 MILE EAST OF
 DK1174'U.S. HIGHWAY 82, OPPOSITE MILEPOST 78/79, 150 FEET SOUTHEAST OF THE
 DK1174'LANDSIDE TOE OF THE MAIN LEVEE, 90 FEET SOUTHEAST OF A DIRT ROAD.
 DK1174'RIVETED ON THE TOP OF A 2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0431 ***********************************************************************
 BH0431  DESIGNATION -  63 V 1
 BH0431  PID         -  BH0431
 BH0431  STATE/COUNTY-  MS/JACKSON
 BH0431  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0431
 BH0431                         *CURRENT SURVEY CONTROL
 BH0431  ___________________________________________________________________
 BH0431* NAD 83(1986)-  30 24 59.     (N)    088 32 20.     (W)     SCALED    
 BH0431* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 BH0431  ___________________________________________________________________
 BH0431  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0431  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0431
 BH0431.The horizontal coordinates were scaled from a topographic map and have
 BH0431.an estimated accuracy of +/- 6 seconds.
 BH0431
 BH0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0431.The vertical order pertains to the NGVD 29 superseded value.
 BH0431
 BH0431.The geoid height was determined by GEOID03.
 BH0431
 BH0431;                    North         East    Units  Estimated Accuracy
 BH0431;SPC MS E     -   101,620.      328,290.      MT  (+/- 180 meters Scaled)
 BH0431
 BH0431                          SUPERSEDED SURVEY CONTROL
 BH0431
 BH0431  NGVD 29 (??/??/??)    2.621  (m)            8.60   (f) ADJUSTED    2 2
 BH0431
 BH0431.Superseded values are not recommended for survey control.
 BH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0431.See file dsdata.txt to determine how the superseded data were derived.
 BH0431
 BH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU521659(NAD 83)
 BH0431_MARKER: DD = SURVEY DISK
 BH0431_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH0431_SP_SET: FLOOR
 BH0431_STAMPING: BM 63V 1 1973
 BH0431_MARK LOGO: MSHD  
 BH0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0431+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1992
 BH0431
 BH0431  HISTORY     - Date     Condition        Report By
 BH0431  HISTORY     - 1973     MONUMENTED       MSHD
 BH0431  HISTORY     - 19921215 SEE DESCRIPTION  MSHD
 BH0431
 BH0431                          STATION DESCRIPTION
 BH0431
 BH0431'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0431'0.2 MI N FROM MOSS POINT.
 BH0431'THE MARK IS LOCATED 0.2 MILE NORTH ON THE CENTER OF THE BUSINESS
 BH0431'SECTION OF MOSS POINT IN THE CONCRETE FLOOR AT THE WEST DRIVE IN
 BH0431'ENTRANCE TO A WOOD FACTORY OWNED BY MR. PAUL AND LOUIS ROGERS.  IT IS
 BH0431'39 FEET EAST OF THE CENTER OF HIGHWAY 63, 23 FEET SOUTH OF THE NW
 BH0431'CORNER OF THE BUILDING, 3.4 FEET SOUTH OF THE NORTH EDGE OF A CONCRETE
 BH0431'FLOOR, 0.4 FEET EAST OF THE WEST EDGE OF THE FLOOR, 0.6 FEET NORTH OF
 BH0431'THE SOUTH EDGE OF THE DOOR OPENING SET IN A DRILL HOLE IN THE CONCRETE
 BH0431'FLOOR AT THE ENTRANCE TO A METAL BUILDING AND IS ABOUT 1.5 FEET ABOVE
 BH0431'THE GROUND.  TO REACH FROM THE PASCAGOULA MOSS POINT BANK IN MOSS
 BH0431'POINT GO NORTH ON STATE HIGHWAY 63 FOR 0.15 MILE TO A METAL BUILDING
 BH0431'AND THE MARK ON THE RIGHT.
 BH0431
 BH0431                          STATION RECOVERY (1992)
 BH0431
 BH0431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH0431'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 BH0431'ROAD CONSTRUCTION AND WAS RESET AT THIS DATE. SEE DESCRIPTION FOR 61
 BH0431'V 1 RESET 1992.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3292 ***********************************************************************
 BH3292  DESIGNATION -  63 V 1 RESET
 BH3292  PID         -  BH3292
 BH3292  STATE/COUNTY-  MS/JACKSON
 BH3292  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH3292
 BH3292                         *CURRENT SURVEY CONTROL
 BH3292  ___________________________________________________________________
 BH3292* NAD 83(1986)-  30 24 59.     (N)    088 32 20.     (W)     SCALED    
 BH3292* NAVD 88     -         2.56   (+/-2cm)       8.4    (feet)  VERTCON   
 BH3292  ___________________________________________________________________
 BH3292  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH3292  VERT ORDER  -  THIRD (See Below)
 BH3292
 BH3292.The horizontal coordinates were scaled from a topographic map and have
 BH3292.an estimated accuracy of +/- 6 seconds.
 BH3292
 BH3292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3292.The vertical order pertains to the NGVD 29 superseded value.
 BH3292
 BH3292.The geoid height was determined by GEOID03.
 BH3292
 BH3292;                    North         East    Units  Estimated Accuracy
 BH3292;SPC MS E     -   101,620.      328,290.      MT  (+/- 180 meters Scaled)
 BH3292
 BH3292                          SUPERSEDED SURVEY CONTROL
 BH3292
 BH3292  NGVD 29 (08/12/04)    2.51   (m)            8.2    (f) RESET       3  
 BH3292
 BH3292.Superseded values are not recommended for survey control.
 BH3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3292.See file dsdata.txt to determine how the superseded data were derived.
 BH3292
 BH3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU521659(NAD 83)
 BH3292_MARKER: DD = SURVEY DISK
 BH3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3292_SP_SET: CONCRETE POST
 BH3292_STAMPING: BM 63V 1 RESET 1992
 BH3292_MARK LOGO: MSHD  
 BH3292_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3292+STABILITY: SURFACE MOTION
 BH3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3292+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BH3292
 BH3292  HISTORY     - Date     Condition        Report By
 BH3292  HISTORY     - 1992     MONUMENTED       MSHD
 BH3292
 BH3292                          STATION DESCRIPTION
 BH3292
 BH3292'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH3292'0.15 MI (0.24 KM) NORTH ALONG STATE HIGHWAY 613 FROM THE
 BH3292'PASCAGOULA-MOSS POINT BANK IN MOSS POINT TO LARGE OAK TREE AND MARK
 BH3292'ON THE LEFT, 55.0 FT (16.8 M) WEST OF THE CENTER OF HIGHWAY, 191.0 FT
 BH3292'(58.2 M) SOUTH OF THE INTERSECTION OF HIGHWAY AND DANTZLER STREET,
 BH3292'235.0 FT (71.6 M) NORTH OF THE INTERSECTION OF HIGHWAY AND ROBINSON
 BH3292'STREET AND SET IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0651 ***********************************************************************
 BH0651  DESIGNATION -  63 V 10 MSHD
 BH0651  PID         -  BH0651
 BH0651  STATE/COUNTY-  MS/JACKSON
 BH0651  USGS QUAD   -  THREE RIVERS (1982)
 BH0651
 BH0651                         *CURRENT SURVEY CONTROL
 BH0651  ___________________________________________________________________
 BH0651* NAD 83(1986)-  30 31 26.     (N)    088 32 35.     (W)     SCALED    
 BH0651* NAVD 88     -         5.70   (+/-2cm)      18.7    (feet)  VERTCON   
 BH0651  ___________________________________________________________________
 BH0651  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0651  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0651
 BH0651.The horizontal coordinates were scaled from a topographic map and have
 BH0651.an estimated accuracy of +/- 6 seconds.
 BH0651
 BH0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0651.The vertical order pertains to the NGVD 29 superseded value.
 BH0651
 BH0651.The geoid height was determined by GEOID03.
 BH0651
 BH0651;                    North         East    Units  Estimated Accuracy
 BH0651;SPC MS E     -   113,530.      327,860.      MT  (+/- 180 meters Scaled)
 BH0651
 BH0651                          SUPERSEDED SURVEY CONTROL
 BH0651
 BH0651  NGVD 29 (??/??/??)    5.666  (m)           18.59   (f) ADJUSTED    2 2
 BH0651
 BH0651.Superseded values are not recommended for survey control.
 BH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0651.See file dsdata.txt to determine how the superseded data were derived.
 BH0651
 BH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU519778(NAD 83)
 BH0651_MARKER: DD = SURVEY DISK
 BH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0651_STAMPING: BM 63V 10 1973
 BH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0651+STABILITY: SURFACE MOTION
 BH0651
 BH0651  HISTORY     - Date     Condition        Report By
 BH0651  HISTORY     - 1973     MONUMENTED       MSHD
 BH0651
 BH0651                          STATION DESCRIPTION
 BH0651
 BH0651'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0651'5.8 MI N FROM ESCATAWPA.
 BH0651'THE MARK IS LOCATED 5.8 MILES NORTH OF ESCATAWPA IN THE NE ANGLE OF
 BH0651'THE JUNCTION OF STATE HIGHWAY 63 AND 613 JUST NORTH OF THE NW CORNER
 BH0651'OF A CYCLONE FENCE AROUND A NATURAL GAS SUB-STATION, 8.2 MILES SOUTH
 BH0651'OF WADE IN THE NW 1/4 OF SECTION 13, T 6S, R 6W.  IT IS 195 FEET EAST
 BH0651'OF THE CENTER OF THE MEDIUM OF HIGHWAY 63, 131 FEET NORTH OF THE
 BH0651'CENTER OF HIGHWAY 613, 7.5 FEET NORTH OF THE NW CORNER OF A CYCLONE
 BH0651'FENCE AROUND A NATURAL GAS SUB-STATION, 15.5 FEET NE OF A CONCRETE
 BH0651'POST MARKING A GAS LINE, 7.5 FEET WEST OF A 12 INCH PINE, 1 FOOT EAST
 BH0651'OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BH0651'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 BH0651'TO REACH FROM THE TWIN CITIES BANK AND POST OFFICE AT ESCATAWPA GO
 BH0651'NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE JUNCTION OF HIGHWAY
 BH0651'613 AND THE MARK JUST BEYOND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0597 ***********************************************************************
 BH0597  DESIGNATION -  63 V 11 MSHD
 BH0597  PID         -  BH0597
 BH0597  STATE/COUNTY-  MS/JACKSON
 BH0597  USGS QUAD   -  THREE RIVERS (1982)
 BH0597
 BH0597                         *CURRENT SURVEY CONTROL
 BH0597  ___________________________________________________________________
 BH0597* NAD 83(1986)-  30 32 03.     (N)    088 33 00.     (W)     SCALED    
 BH0597* NAVD 88     -         4.07   (+/-2cm)      13.4    (feet)  VERTCON   
 BH0597  ___________________________________________________________________
 BH0597  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 BH0597  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0597
 BH0597.The horizontal coordinates were scaled from a topographic map and have
 BH0597.an estimated accuracy of +/- 6 seconds.
 BH0597
 BH0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0597.The vertical order pertains to the NGVD 29 superseded value.
 BH0597
 BH0597.The geoid height was determined by GEOID03.
 BH0597
 BH0597;                    North         East    Units  Estimated Accuracy
 BH0597;SPC MS E     -   114,670.      327,190.      MT  (+/- 180 meters Scaled)
 BH0597
 BH0597                          SUPERSEDED SURVEY CONTROL
 BH0597
 BH0597  NGVD 29 (??/??/??)    4.037  (m)           13.24   (f) ADJUSTED    2 2
 BH0597
 BH0597.Superseded values are not recommended for survey control.
 BH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0597.See file dsdata.txt to determine how the superseded data were derived.
 BH0597
 BH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU513790(NAD 83)
 BH0597_MARKER: DD = SURVEY DISK
 BH0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0597_SP_SET: CULVERT
 BH0597_STAMPING: BM 63V 11 1973
 BH0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0597
 BH0597  HISTORY     - Date     Condition        Report By
 BH0597  HISTORY     - 1973     MONUMENTED       MSHD
 BH0597
 BH0597                          STATION DESCRIPTION
 BH0597
 BH0597'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0597'6.6 MI N FROM ESCATAWPA.
 BH0597'THE MARK IS LOCATED 6.6 MILES NORTH OF ESCATAWPA IN THE SOUTH END OF
 BH0597'THE HEADWALL OF A DOUBLE CONCRETE BOX CULVERT, 7.5 MILES SOUTH OF WADE
 BH0597'IN THE SE 1/4 OF SECTION 11, T 6S, R 6W.  IT IS 21 FEET EAST OF THE
 BH0597'CENTER OF HIGHWAY 63, 113 FEET NE OF POWER POLE NO. 11 1/2, 1 FOOT
 BH0597'NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF
 BH0597'THE EAST HEADWALL OF A 12 X 8 FOOT DOUBLE CONCRETE BOX CULVERT AND IS
 BH0597'ABOUT 1 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 BH0597'TWIN CITIES BANK AND POST OFFICE IN ESCATAWPA GO NORTH ON STATE
 BH0597'HIGHWAY 63 FOR 5.85 MILES TO THE JUNCTION OF STATE HIGHWAY 613. TURN
 BH0597'LEFT AND GO NORTH ON STATE HIGHWAY 63 FOR 0.8 MILES TO THE CULVERT AND
 BH0597'THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD LEFT.  THE MARK ALSO CAN
 BH0597'BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO
 BH0597'SOUTH ON STATE HIGHWAY 63 FOR 7.8 MILES TO THE CULVERT AND THE MARK ON
 BH0597'THE LEFT JUST BEFORE REACHING THE JUNCTION OF THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0601 ***********************************************************************
 BH0601  DESIGNATION -  63 V 12 MSHD
 BH0601  PID         -  BH0601
 BH0601  STATE/COUNTY-  MS/JACKSON
 BH0601  USGS QUAD   -  THREE RIVERS (1982)
 BH0601
 BH0601                         *CURRENT SURVEY CONTROL
 BH0601  ___________________________________________________________________
 BH0601* NAD 83(1986)-  30 33 29.     (N)    088 33 42.     (W)     SCALED    
 BH0601* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 BH0601  ___________________________________________________________________
 BH0601  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BH0601  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0601
 BH0601.The horizontal coordinates were scaled from a topographic map and have
 BH0601.an estimated accuracy of +/- 6 seconds.
 BH0601
 BH0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0601.The vertical order pertains to the NGVD 29 superseded value.
 BH0601
 BH0601.The geoid height was determined by GEOID03.
 BH0601
 BH0601;                    North         East    Units  Estimated Accuracy
 BH0601;SPC MS E     -   117,310.      326,060.      MT  (+/- 180 meters Scaled)
 BH0601
 BH0601                          SUPERSEDED SURVEY CONTROL
 BH0601
 BH0601  NGVD 29 (??/??/??)   11.494  (m)           37.71   (f) ADJUSTED    2 2
 BH0601
 BH0601.Superseded values are not recommended for survey control.
 BH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0601.See file dsdata.txt to determine how the superseded data were derived.
 BH0601
 BH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU502816(NAD 83)
 BH0601_MARKER: DD = SURVEY DISK
 BH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0601_STAMPING: BM 63V 12 1973
 BH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0601+STABILITY: SURFACE MOTION
 BH0601
 BH0601  HISTORY     - Date     Condition        Report By
 BH0601  HISTORY     - 1973     MONUMENTED       MSHD
 BH0601
 BH0601                          STATION DESCRIPTION
 BH0601
 BH0601'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0601'6.1 MI S FROM WADE.
 BH0601'THE MARK IS LOCATED 6.1 MILES SOUTH OF WADE BY A POWER POLE IN A
 BH0601'PASTURE AND GROVE OF TREES JUST SOUTH OF THE RESIDENCE OF MR. J. H.
 BH0601'COULSON, 2.5 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 613 AND 63,
 BH0601'8.8 MILES NORTH OF THE CROSSING OF I-10 AT ESCATAWPA.  IT IS 486 FEET
 BH0601'ENE OF THE CENTER OF HIGHWAY 63, 397.5 FEET ENE OF POWER POLE NO. 168,
 BH0601'125 FEET WSW OF THE CENTER OF A SHELL DRIVEWAY, 131.5 FEET SW OF THE
 BH0601'SW CORNER OF A BRICK HOUSE, 113 FEET SOUTH OF THE PROJECTED PLANE OF
 BH0601'THE SOUTH WALL OF THE HOUSE, 84.5 FEET SSW OF THE SW CORNER OF A
 BH0601'CYCLONE FENCE, 55.5 FEET NW OF A LIVE OAK WITH FIVE TRUNKS, 2.5 FEET
 BH0601'WEST OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE SET IN THE TOP
 BH0601'OF A 12 INCH CONCRETE CYLINDER AND IS FLUSH WITH THE GROUND.  TO REACH
 BH0601'FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO SOUTH ON
 BH0601'STATE HIGHWAY 63 FOR 6.1 MILES TO A PRIVATE ROAD AND A METAL GATE ON
 BH0601'THE LEFT.  TURN LEFT THROUGH THE GATE AND GO NE ON A SHELL DRIVE FOR
 BH0601'0.15 MILE TO THE MARK ON THE LEFT AND A HOUSE STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0602 ***********************************************************************
 BH0602  DESIGNATION -  63 V 13 MSHD
 BH0602  PID         -  BH0602
 BH0602  STATE/COUNTY-  MS/JACKSON
 BH0602  USGS QUAD   -  THREE RIVERS (1982)
 BH0602
 BH0602                         *CURRENT SURVEY CONTROL
 BH0602  ___________________________________________________________________
 BH0602* NAD 83(1986)-  30 34 07.     (N)    088 33 54.     (W)     SCALED    
 BH0602* NAVD 88     -         6.13   (+/-2cm)      20.1    (feet)  VERTCON   
 BH0602  ___________________________________________________________________
 BH0602  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH0602  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0602
 BH0602.The horizontal coordinates were scaled from a topographic map and have
 BH0602.an estimated accuracy of +/- 6 seconds.
 BH0602
 BH0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0602.The vertical order pertains to the NGVD 29 superseded value.
 BH0602
 BH0602.The geoid height was determined by GEOID03.
 BH0602
 BH0602;                    North         East    Units  Estimated Accuracy
 BH0602;SPC MS E     -   118,480.      325,740.      MT  (+/- 180 meters Scaled)
 BH0602
 BH0602                          SUPERSEDED SURVEY CONTROL
 BH0602
 BH0602  NGVD 29 (??/??/??)    6.097  (m)           20.00   (f) ADJUSTED    2 2
 BH0602
 BH0602.Superseded values are not recommended for survey control.
 BH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0602.See file dsdata.txt to determine how the superseded data were derived.
 BH0602
 BH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU499828(NAD 83)
 BH0602_MARKER: DD = SURVEY DISK
 BH0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0602_SP_SET: CULVERT
 BH0602_STAMPING: BM 63V 13 1973
 BH0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0602
 BH0602  HISTORY     - Date     Condition        Report By
 BH0602  HISTORY     - 1973     MONUMENTED       MSHD
 BH0602
 BH0602                          STATION DESCRIPTION
 BH0602
 BH0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0602'5 MI S FROM WADE.
 BH0602'THE MARK IS LOCATED 5 MILES SOUTH OF WADE IN THE SOUTH END OF THE WEST
 BH0602'HEADWALL OF A 5 X 8 FOOT DOUBLE CONCRETE BOX CULVERT UNDER STATE
 BH0602'HIGHWAY 63, 9 MILES NORTH OF ESCATAWPA.  IT IS 24 FEET WEST OF THE
 BH0602'CENTER OF HIGHWAY 63, 49.5 FEET SSE OF AN INDUSTRIAL WATER LINE
 BH0602'MARKER, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BH0602'THE SOUTH END OF THE WEST HEADWALL OF A 5 X 10 FOOT DOUBLE CONCRETE
 BH0602'BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO
 BH0602'REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND HIGHWAY 63 AT WADE GO
 BH0602'SOUTH ON STATE HIGHWAY 63 FOR 4.4 MILES TO A SIDE ROAD LEFT. CONTINUE
 BH0602'SOUTH ON STATE HIGHWAY 63 FOR 0.75 MILE TO THE CULVERT AND THE MARK ON
 BH0602'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0603 ***********************************************************************
 BH0603  DESIGNATION -  63 V 14 MSHD
 BH0603  PID         -  BH0603
 BH0603  STATE/COUNTY-  MS/JACKSON
 BH0603  USGS QUAD   -  THREE RIVERS (1982)
 BH0603
 BH0603                         *CURRENT SURVEY CONTROL
 BH0603  ___________________________________________________________________
 BH0603* NAD 83(1986)-  30 34 43.     (N)    088 33 41.     (W)     SCALED    
 BH0603* NAVD 88     -        11.91   (+/-2cm)      39.1    (feet)  VERTCON   
 BH0603  ___________________________________________________________________
 BH0603  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH0603  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0603
 BH0603.The horizontal coordinates were scaled from a topographic map and have
 BH0603.an estimated accuracy of +/- 6 seconds.
 BH0603
 BH0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0603.The vertical order pertains to the NGVD 29 superseded value.
 BH0603
 BH0603.The geoid height was determined by GEOID03.
 BH0603
 BH0603;                    North         East    Units  Estimated Accuracy
 BH0603;SPC MS E     -   119,590.      326,080.      MT  (+/- 180 meters Scaled)
 BH0603
 BH0603                          SUPERSEDED SURVEY CONTROL
 BH0603
 BH0603  NGVD 29 (??/??/??)   11.876  (m)           38.96   (f) ADJUSTED    2 2
 BH0603
 BH0603.Superseded values are not recommended for survey control.
 BH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0603.See file dsdata.txt to determine how the superseded data were derived.
 BH0603
 BH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU502839(NAD 83)
 BH0603_MARKER: DD = SURVEY DISK
 BH0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0603_SP_SET: CYLINDER
 BH0603_STAMPING: BM 63V 14 1973
 BH0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0603
 BH0603  HISTORY     - Date     Condition        Report By
 BH0603  HISTORY     - 1973     MONUMENTED       MSHD
 BH0603
 BH0603                          STATION DESCRIPTION
 BH0603
 BH0603'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0603'4.4 MI S FROM WADE.
 BH0603'THE MARK IS LOCATED 4.4 MILES SOUTH OF WADE ON THE NORTH SIDE OF A
 BH0603'BLACK TOP ROAD, 9.7 MILES NORTH OF ESCATAWPA, 4.8 MILES WEST OF BIG
 BH0603'POINT IN THE SW 1/4 OF SECTION 26, T 5S, R 6W.  IT IS 406 FEET EAST OF
 BH0603'THE CENTER OF HIGHWAY 63, 31 FEET NORTH OF THE CENTER OF A BLACK TOP
 BH0603'ROAD, 1 FOOT WEST OF A POWER POLE WITH GUY WIRES, 1.5 FEET EAST OF A
 BH0603'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 BH0603'1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES.  TO REACH
 BH0603'FROM THE JUNCTION OF STATE HIGHWAY 614 AND HIGHWAY 63 AT WADE GO SOUTH
 BH0603'ON STATE HIGHWAY 63 FOR 4.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 BH0603'GO EAST ON A BLACK TOP ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0604 ***********************************************************************
 BH0604  DESIGNATION -  63 V 15 MSHD
 BH0604  PID         -  BH0604
 BH0604  STATE/COUNTY-  MS/JACKSON
 BH0604  USGS QUAD   -  THREE RIVERS (1982)
 BH0604
 BH0604                         *CURRENT SURVEY CONTROL
 BH0604  ___________________________________________________________________
 BH0604* NAD 83(1986)-  30 35 26.     (N)    088 33 48.     (W)     SCALED    
 BH0604* NAVD 88     -        12.58   (+/-2cm)      41.3    (feet)  VERTCON   
 BH0604  ___________________________________________________________________
 BH0604  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH0604  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0604
 BH0604.The horizontal coordinates were scaled from a topographic map and have
 BH0604.an estimated accuracy of +/- 6 seconds.
 BH0604
 BH0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0604.The vertical order pertains to the NGVD 29 superseded value.
 BH0604
 BH0604.The geoid height was determined by GEOID03.
 BH0604
 BH0604;                    North         East    Units  Estimated Accuracy
 BH0604;SPC MS E     -   120,920.      325,890.      MT  (+/- 180 meters Scaled)
 BH0604
 BH0604                          SUPERSEDED SURVEY CONTROL
 BH0604
 BH0604  NGVD 29 (??/??/??)   12.550  (m)           41.17   (f) ADJUSTED    2 2
 BH0604
 BH0604.Superseded values are not recommended for survey control.
 BH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0604.See file dsdata.txt to determine how the superseded data were derived.
 BH0604
 BH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU501852(NAD 83)
 BH0604_MARKER: DD = SURVEY DISK
 BH0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0604_SP_SET: CYLINDER
 BH0604_STAMPING: BM 63V 15 1973
 BH0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0604
 BH0604  HISTORY     - Date     Condition        Report By
 BH0604  HISTORY     - 1973     MONUMENTED       MSHD
 BH0604
 BH0604                          STATION DESCRIPTION
 BH0604
 BH0604'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0604'3.5 MI S FROM WADE.
 BH0604'THE MARK IS LOCATED 3.5 MILES SOUTH OF WADE ON THE SOUTH SIDE OF A
 BH0604'CYCLONE FENCE AROUND THE RESIDENCE OF MR. BOB KENNECYS HOUSE ON THE
 BH0604'NORTH SIDE OF A ROAD CONNECTING HIGHWAY 63 WITH THE OLD ROAD, 5 MILES
 BH0604'WEST OF BIG POINT, 6.2 MILES SW OF HURLEY IN THE SW 1/4 OF SECTION 23,
 BH0604'T 5S, R 6W.  IT IS 180 FEET WEST OF THE CENTER OF HIGHWAY 63, 51 FEET
 BH0604'EAST OF THE CENTER OF A BLACK TOP ROAD, 42 FEET NORTH OF THE CENTER OF
 BH0604'ANOTHER BLACK TOP ROAD, 81.5 FEET SW OF THE SW CORNER OF THE WEST WING
 BH0604'OF A GREEN SIDING HOUSE, 47 FEET WEST OF THE PROJECTED PLANE OF THE
 BH0604'WEST WALL OF THE WEST WING OF THE HOUSE, 24.5 FEET EAST OF THE SW
 BH0604'CORNER OF A CYCLONE FENCE, 69 FEET EAST OF A POWER POLE WITH A
 BH0604'TRANSFORMER AND GUY WIRES, 1 FOOT SOUTH OF A CYCLONE FENCE AND A METAL
 BH0604'WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 2
 BH0604'FEET ABOVE THE LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. TO
 BH0604'REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND HIGHWAY 63 AT WADE GO
 BH0604'SOUTH ON STATE HIGHWAY 63 FOR 3.6 MILES TO A HOUSE AND THE MARK ON THE
 BH0604'RIGHT JUST BEFORE REACHING A CAFE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0605 ***********************************************************************
 BH0605  DESIGNATION -  63 V 16 MSHD
 BH0605  PID         -  BH0605
 BH0605  STATE/COUNTY-  MS/JACKSON
 BH0605  USGS QUAD   -  THREE RIVERS (1982)
 BH0605
 BH0605                         *CURRENT SURVEY CONTROL
 BH0605  ___________________________________________________________________
 BH0605* NAD 83(1986)-  30 36 08.     (N)    088 33 52.     (W)     SCALED    
 BH0605* NAVD 88     -        13.02   (+/-2cm)      42.7    (feet)  VERTCON   
 BH0605  ___________________________________________________________________
 BH0605  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH0605  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0605
 BH0605.The horizontal coordinates were scaled from a topographic map and have
 BH0605.an estimated accuracy of +/- 6 seconds.
 BH0605
 BH0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0605.The vertical order pertains to the NGVD 29 superseded value.
 BH0605
 BH0605.The geoid height was determined by GEOID03.
 BH0605
 BH0605;                    North         East    Units  Estimated Accuracy
 BH0605;SPC MS E     -   122,210.      325,790.      MT  (+/- 180 meters Scaled)
 BH0605
 BH0605                          SUPERSEDED SURVEY CONTROL
 BH0605
 BH0605  NGVD 29 (??/??/??)   12.993  (m)           42.63   (f) ADJUSTED    2 2
 BH0605
 BH0605.Superseded values are not recommended for survey control.
 BH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0605.See file dsdata.txt to determine how the superseded data were derived.
 BH0605
 BH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU500865(NAD 83)
 BH0605_MARKER: DD = SURVEY DISK
 BH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0605_STAMPING: BM 63V 16 1973
 BH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0605+STABILITY: SURFACE MOTION
 BH0605
 BH0605  HISTORY     - Date     Condition        Report By
 BH0605  HISTORY     - 1973     MONUMENTED       MSHD
 BH0605  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BH0605
 BH0605                          STATION DESCRIPTION
 BH0605
 BH0605'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0605'2.7 MI S FROM WADE.
 BH0605'THE MARK IS LOCATED 2.7 MILES SOUTH OF WADE ON THE NORTH SIDE OF A
 BH0605'WOODEN FENCE JUST NORTH OF THE OFFICE OF CUMBEST INC., 5.1 MILES WNW
 BH0605'OF BIG POINT, 5.7 MILES SW OF HURLEY IN THE NE 1/4 OF SECTION 22, T
 BH0605'5S, R 6W.  IT IS 86.5 FEET WEST OF THE CENTER OF HIGHWAY 63, 26 FEET
 BH0605'SOUTH OF THE CENTER OF A BLACK TOP ROAD, 86 FEET NNE OF THE NE CORNER
 BH0605'OF THE PORCH OF THE OFFICE, 32.5 FEET WEST OF THE NE CORNER OF A
 BH0605'WOODEN FENCE, 64 FEET SE OF A 24 INCH LIVE OAK, 91.5 FEET SE OF THE SE
 BH0605'ANGLING CORNER OF A BRICK HOUSE, 1 FOOT NORTH OF A WOODEN FENCE, 1
 BH0605'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 BH0605'CONCRETE CYLINDER ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS
 BH0605'FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 BH0605'614 AND HIGHWAY 63 AT WADE GO SOUTH ON STATE HIGHWAY 63 FOR 2.8 MILES
 BH0605'TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 BH0605
 BH0605                          STATION RECOVERY (2008)
 BH0605
 BH0605'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0606 ***********************************************************************
 BH0606  DESIGNATION -  63 V 17 MSHD
 BH0606  PID         -  BH0606
 BH0606  STATE/COUNTY-  MS/JACKSON
 BH0606  USGS QUAD   -  THREE RIVERS (1982)
 BH0606
 BH0606                         *CURRENT SURVEY CONTROL
 BH0606  ___________________________________________________________________
 BH0606* NAD 83(1986)-  30 36 50.     (N)    088 33 51.     (W)     SCALED    
 BH0606* NAVD 88     -        14.99   (+/-2cm)      49.2    (feet)  VERTCON   
 BH0606  ___________________________________________________________________
 BH0606  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH0606  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0606
 BH0606.The horizontal coordinates were scaled from a topographic map and have
 BH0606.an estimated accuracy of +/- 6 seconds.
 BH0606
 BH0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0606.The vertical order pertains to the NGVD 29 superseded value.
 BH0606
 BH0606.The geoid height was determined by GEOID03.
 BH0606
 BH0606;                    North         East    Units  Estimated Accuracy
 BH0606;SPC MS E     -   123,500.      325,810.      MT  (+/- 180 meters Scaled)
 BH0606
 BH0606                          SUPERSEDED SURVEY CONTROL
 BH0606
 BH0606  NGVD 29 (??/??/??)   14.964  (m)           49.09   (f) ADJUSTED    2 2
 BH0606
 BH0606.Superseded values are not recommended for survey control.
 BH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0606.See file dsdata.txt to determine how the superseded data were derived.
 BH0606
 BH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU500878(NAD 83)
 BH0606_MARKER: DD = SURVEY DISK
 BH0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0606_STAMPING: BM 63V 17 1973
 BH0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0606+STABILITY: SURFACE MOTION
 BH0606
 BH0606  HISTORY     - Date     Condition        Report By
 BH0606  HISTORY     - 1973     MONUMENTED       MSHD
 BH0606
 BH0606                          STATION DESCRIPTION
 BH0606
 BH0606'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0606'2.15 MI S FROM WADE.
 BH0606'THE MARK IS LOCATED 2.15 MILES SOUTH OF WADE BY A POWER POLE IN FRONT
 BH0606'OF THE CASWELL SPRINGS UNITED METHODIST CHURCH, 6.5 MILES NORTH OF THE
 BH0606'JUNCTION OF STATE HIGHWAY 613 AND 63 IN THE SW 1/4 OF THE NW 1/4 OF
 BH0606'SECTION 14, T 5S, R 6W.  IT IS 369 FEET WNW OF THE CENTER OF HIGHWAY
 BH0606'63, 50 FEET NE OF THE CENTER OF THE CHURCH DRIVE, 124 FEET EAST OF THE
 BH0606'EAST CORNER OF THE CHURCH AUDITORIUM, 26 FEET NE OF THE PROJECTED
 BH0606'PLANE OF THE NE WALL OF THE AUDITORIUM, 74 FEET SOUTH OF A POLE WITH
 BH0606'LAMP ON IT, 1 FOOT NE OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES
 BH0606'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE
 BH0606'CHURCH DRIVE AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION
 BH0606'OF STATE HIGHWAY 614 AND 63 AT WADE GO SOUTH ON STATE HIGHWAY 63 FOR
 BH0606'2.15 MILES TO THE CHURCH AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0611 ***********************************************************************
 BH0611  DESIGNATION -  63 V 18 MSHD
 BH0611  PID         -  BH0611
 BH0611  STATE/COUNTY-  MS/JACKSON
 BH0611  USGS QUAD   -  HARLESTON (1982)
 BH0611
 BH0611                         *CURRENT SURVEY CONTROL
 BH0611  ___________________________________________________________________
 BH0611* NAD 83(1986)-  30 37 57.     (N)    088 33 57.     (W)     SCALED    
 BH0611* NAVD 88     -        15.40   (+/-2cm)      50.5    (feet)  VERTCON   
 BH0611  ___________________________________________________________________
 BH0611  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH0611  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0611
 BH0611.The horizontal coordinates were scaled from a topographic map and have
 BH0611.an estimated accuracy of +/- 6 seconds.
 BH0611
 BH0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0611.The vertical order pertains to the NGVD 29 superseded value.
 BH0611
 BH0611.The geoid height was determined by GEOID03.
 BH0611
 BH0611;                    North         East    Units  Estimated Accuracy
 BH0611;SPC MS E     -   125,570.      325,640.      MT  (+/- 180 meters Scaled)
 BH0611
 BH0611                          SUPERSEDED SURVEY CONTROL
 BH0611
 BH0611  NGVD 29 (??/??/??)   15.380  (m)           50.46   (f) ADJUSTED    2 2
 BH0611
 BH0611.Superseded values are not recommended for survey control.
 BH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0611.See file dsdata.txt to determine how the superseded data were derived.
 BH0611
 BH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU499899(NAD 83)
 BH0611_MARKER: DD = SURVEY DISK
 BH0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0611_STAMPING: BM 63V 18 1973
 BH0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0611+STABILITY: SURFACE MOTION
 BH0611
 BH0611  HISTORY     - Date     Condition        Report By
 BH0611  HISTORY     - 1973     MONUMENTED       MSHD
 BH0611
 BH0611                          STATION DESCRIPTION
 BH0611
 BH0611'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0611'0.7 MI S FROM WADE.
 BH0611'THE MARK IS LOCATED 0.7 MILE SOUTH OF WADE IN A FENCE LINE ON THE
 BH0611'NORTH SIDE OF A CONCRETE BLOCK HOUSE AND THE RESIDENCE OF MR. TOBBIE
 BH0611'PARKER, IN THE NE CORNER OF SECTION 10, T 5S, R 6W.  IT IS 219 FEET
 BH0611'EAST OF THE CENTER OF HIGHWAY 63, 85.5 FEET NW OF THE NE CORNER OF A
 BH0611'CONCRETE BLOCK HOUSE, 13.5 FEET EAST OF THE PROJECTED PLANE OF THE
 BH0611'WEST WALL OF THE HOUSE, 85.5 FEET WEST OF A FENCE CORNER, 15.5 FEET
 BH0611'EAST OF THE CENTER OF A SMALL GATE, 6 FEET NORTH OF A POWER SERVICE
 BH0611'POLE, 1 FOOT SOUTH OF A FENCE, 1 FOOT SE OF A METAL WITNESS POST SET
 BH0611'IN THE TIP OF A 12 INCH CONCRETE CYLINDER ABOUT 2 FEET BELOW THE LEVEL
 BH0611'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 BH0611'JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO SOUTH ON STATE HIGHWAY
 BH0611'63 FOR 0.7 MILE TO A CONCRETE BLOCK HOUSE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0424 ***********************************************************************
 BH0424  DESIGNATION -  63 V 2 MSHD
 BH0424  PID         -  BH0424
 BH0424  STATE/COUNTY-  MS/JACKSON
 BH0424  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0424
 BH0424                         *CURRENT SURVEY CONTROL
 BH0424  ___________________________________________________________________
 BH0424* NAD 83(1986)-  30 25 37.     (N)    088 32 39.     (W)     SCALED    
 BH0424* NAVD 88     -         3.54   (+/-2cm)      11.6    (feet)  VERTCON   
 BH0424  ___________________________________________________________________
 BH0424  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH0424  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0424
 BH0424.The horizontal coordinates were scaled from a topographic map and have
 BH0424.an estimated accuracy of +/- 6 seconds.
 BH0424
 BH0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0424.The vertical order pertains to the NGVD 29 superseded value.
 BH0424
 BH0424.The geoid height was determined by GEOID03.
 BH0424
 BH0424;                    North         East    Units  Estimated Accuracy
 BH0424;SPC MS E     -   102,780.      327,780.      MT  (+/- 180 meters Scaled)
 BH0424
 BH0424                          SUPERSEDED SURVEY CONTROL
 BH0424
 BH0424  NGVD 29 (??/??/??)    3.489  (m)           11.45   (f) ADJUSTED    2 2
 BH0424
 BH0424.Superseded values are not recommended for survey control.
 BH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0424.See file dsdata.txt to determine how the superseded data were derived.
 BH0424
 BH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU517671(NAD 83)
 BH0424_MARKER: DD = SURVEY DISK
 BH0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0424_SP_SET: BRIDGE ABUTMENT
 BH0424_STAMPING: BM 63V 2 1973
 BH0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0424
 BH0424  HISTORY     - Date     Condition        Report By
 BH0424  HISTORY     - 1973     MONUMENTED       MSHD
 BH0424
 BH0424                          STATION DESCRIPTION
 BH0424
 BH0424'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0424'1.1 MI N FROM MOSS POINT.
 BH0424'THE MARK IS LOCATED 1.1 MILES NORTH OF MOSS POINT IN THE BASE OF THE
 BH0424'EAST RAILING NEAR THE BEGINNING OF THE CURVE IN THE RAILING DIRECTLY
 BH0424'OVER THE NORTH ABUTMENT OF THE STATIONARY SECTION OF THE DRAW BRIDGE
 BH0424'OVER THE ESCATAWPA RIVER, 0.95 MILE SOUTH OF THE PROPOSED CROSSING OF
 BH0424'I-10 IN ESCATAWPA.  IT IS 14.5 FEET EAST OF THE CENTER OF HIGHWAY 63,
 BH0424'137 FEET NORTH OF THE SOUTH END OF THE STATIONARY SECTION OF THE
 BH0424'BRIDGE, 1 FOOT NW OF THE NW CORNER OF A FLAG STAND SET IN A DRILL HOLE
 BH0424'IN THE BASE OF THE EAST RAIL OVER THE NORTH ABUTMENT OF THE BRIDGE AND
 BH0424'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE
 BH0424'PASCAGOULA MOSS POINT BANK IN MOSS POINT GO NORTH ON STATE HIGHWAY 63
 BH0424'FOR 1.05 MILES TO THE NORTH END OF THE BRIDGE AND THE MARK ON THE
 BH0424'RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE TWIN CITIES BANK AND
 BH0424'POST OFFICE AT ESCATAWPA BY GOING SOUTH ON STATE HIGHWAY 63 FOR 1.35
 BH0424'MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3073 ***********************************************************************
 BH3073  DESIGNATION -  63 V 2 RESET
 BH3073  PID         -  BH3073
 BH3073  STATE/COUNTY-  MS/JACKSON
 BH3073  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH3073
 BH3073                         *CURRENT SURVEY CONTROL
 BH3073  ___________________________________________________________________
 BH3073* NAD 83(1986)-  30 25 36.     (N)    088 32 40.     (W)     SCALED    
 BH3073* NAVD 88     -         2.56   (+/-2cm)       8.4    (feet)  VERTCON   
 BH3073  ___________________________________________________________________
 BH3073  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH3073  VERT ORDER  -  THIRD (See Below)
 BH3073
 BH3073.The horizontal coordinates were scaled from a topographic map and have
 BH3073.an estimated accuracy of +/- 6 seconds.
 BH3073
 BH3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3073.The vertical order pertains to the NGVD 29 superseded value.
 BH3073
 BH3073.The geoid height was determined by GEOID03.
 BH3073
 BH3073;                    North         East    Units  Estimated Accuracy
 BH3073;SPC MS E     -   102,750.      327,750.      MT  (+/- 180 meters Scaled)
 BH3073
 BH3073                          SUPERSEDED SURVEY CONTROL
 BH3073
 BH3073  NGVD 29 (08/12/04)    2.51   (m)            8.2    (f) RESET       3  
 BH3073
 BH3073.Superseded values are not recommended for survey control.
 BH3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3073.See file dsdata.txt to determine how the superseded data were derived.
 BH3073
 BH3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU516670(NAD 83)
 BH3073_MARKER: DD = SURVEY DISK
 BH3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3073_SP_SET: CONCRETE POST
 BH3073_STAMPING: 63 V 2 RESET 1987 HUB 8
 BH3073_MARK LOGO: MSHD  
 BH3073_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3073+STABILITY: SURFACE MOTION
 BH3073
 BH3073  HISTORY     - Date     Condition        Report By
 BH3073  HISTORY     - 1987     MONUMENTED       NGS
 BH3073
 BH3073                          STATION DESCRIPTION
 BH3073
 BH3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BH3073'0.6 MILE NORTH ALONG STATE HIGHWAY 613 FROM THE PASCAGOULA-MOSS POINT,
 BH3073'BANK IN MOSS POINT, TO A SIDE ROAD ON THE RIGHT, AT SOUTH END OF NEW
 BH3073'HIGHRISE BRIDGE, TURN RIGHT AND GO NORTH ON OLD HIGHWAY ALONG EAST
 BH3073'SIDE OF NEW BRIDGE FOR 0.4 MILE TO MARK ON THE LEFT, ABOUT 300 FT
 BH3073'(91.4 M) EAST OF THE CENTER OF NEW BRIDGE, 163.5 FT (49.8 M)
 BH3073'NORTH-NORTHWEST OF A POWER POLE WITH THREE TRANSFORMERS, 17.5 FT
 BH3073'(5.3 M) WEST OF THE CENTER OF OLD ROAD AND 60.0 FT (18.3 M) SOUTH OF
 BH3073'THE SOUTHWEST CORNER OF ABANDON BRIDGE, MARK IS FLUSH WITH THE
 BH3073'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0613 ***********************************************************************
 BH0613  DESIGNATION -  63 V 20 MSHD
 BH0613  PID         -  BH0613
 BH0613  STATE/COUNTY-  MS/JACKSON
 BH0613  USGS QUAD   -  HARLESTON (1982)
 BH0613
 BH0613                         *CURRENT SURVEY CONTROL
 BH0613  ___________________________________________________________________
 BH0613* NAD 83(1986)-  30 39 04.     (N)    088 33 53.     (W)     SCALED    
 BH0613* NAVD 88     -        16.29   (+/-2cm)      53.4    (feet)  VERTCON   
 BH0613  ___________________________________________________________________
 BH0613  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 BH0613  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0613
 BH0613.The horizontal coordinates were scaled from a topographic map and have
 BH0613.an estimated accuracy of +/- 6 seconds.
 BH0613
 BH0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0613.The vertical order pertains to the NGVD 29 superseded value.
 BH0613
 BH0613.The geoid height was determined by GEOID03.
 BH0613
 BH0613;                    North         East    Units  Estimated Accuracy
 BH0613;SPC MS E     -   127,630.      325,750.      MT  (+/- 180 meters Scaled)
 BH0613
 BH0613                          SUPERSEDED SURVEY CONTROL
 BH0613
 BH0613  NGVD 29 (??/??/??)   16.267  (m)           53.37   (f) ADJUSTED    2 2
 BH0613
 BH0613.Superseded values are not recommended for survey control.
 BH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0613.See file dsdata.txt to determine how the superseded data were derived.
 BH0613
 BH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU500919(NAD 83)
 BH0613_MARKER: DD = SURVEY DISK
 BH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0613_STAMPING: BM 63V 20 1973
 BH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0613+STABILITY: SURFACE MOTION
 BH0613
 BH0613  HISTORY     - Date     Condition        Report By
 BH0613  HISTORY     - 1973     MONUMENTED       MSHD
 BH0613
 BH0613                          STATION DESCRIPTION
 BH0613
 BH0613'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0613'IN WADE.
 BH0613'THE MARK IS LOCATED 0.65 MILE NORTH OF WADE AT THE SW CORNER OF THE
 BH0613'CYCLONE FENCE AROUND THE JOHNSON CEMETERY IN THE SE 1/4 OF SECTION 34,
 BH0613'T 4S, R 6W.  IT IS 250 FEET EAST OF THE CENTER OF HIGHWAY 63, 33 FEET
 BH0613'NORTH OF THE CENTER OF A SHELL ROAD, 79 FEET SE OF THE SE CORNER OF A
 BH0613'TABERNACLE, 77.5 FEET SE OF A POWER SERVICE POLE, 183.5 FEET SE OF THE
 BH0613'SE CORNER OF THE BASE OF THE JULAN JOHNSON MONUMENT, 2.5 FEET NNE OF A
 BH0613'POWER POLE WITH A TRANSFORMER, 1.5 FEET SOUTH OF THE SW CORNER OF THE
 BH0613'CEMETERY FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF
 BH0613'A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 BH0613'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND
 BH0613'63 AT WADE GO NORTH ON STATE HIGHWAY 63 FOR 0.65 MILE TO THE CEMETERY
 BH0613'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0614 ***********************************************************************
 BH0614  DESIGNATION -  63 V 21 MSHD
 BH0614  PID         -  BH0614
 BH0614  STATE/COUNTY-  MS/JACKSON
 BH0614  USGS QUAD   -  HARLESTON (1982)
 BH0614
 BH0614                         *CURRENT SURVEY CONTROL
 BH0614  ___________________________________________________________________
 BH0614* NAD 83(1986)-  30 39 41.     (N)    088 33 51.     (W)     SCALED    
 BH0614* NAVD 88     -        15.48   (+/-2cm)      50.8    (feet)  VERTCON   
 BH0614  ___________________________________________________________________
 BH0614  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 BH0614  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0614
 BH0614.The horizontal coordinates were scaled from a topographic map and have
 BH0614.an estimated accuracy of +/- 6 seconds.
 BH0614
 BH0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0614.The vertical order pertains to the NGVD 29 superseded value.
 BH0614
 BH0614.The geoid height was determined by GEOID03.
 BH0614
 BH0614;                    North         East    Units  Estimated Accuracy
 BH0614;SPC MS E     -   128,770.      325,800.      MT  (+/- 180 meters Scaled)
 BH0614
 BH0614                          SUPERSEDED SURVEY CONTROL
 BH0614
 BH0614  NGVD 29 (??/??/??)   15.455  (m)           50.71   (f) ADJUSTED    2 2
 BH0614
 BH0614.Superseded values are not recommended for survey control.
 BH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0614.See file dsdata.txt to determine how the superseded data were derived.
 BH0614
 BH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU501931(NAD 83)
 BH0614_MARKER: DD = SURVEY DISK
 BH0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0614_STAMPING: BM 63V 21 1973
 BH0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0614+STABILITY: SURFACE MOTION
 BH0614
 BH0614  HISTORY     - Date     Condition        Report By
 BH0614  HISTORY     - 1973     MONUMENTED       MSHD
 BH0614
 BH0614                          STATION DESCRIPTION
 BH0614
 BH0614'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0614'1.45 MI N FROM WADE.
 BH0614'THE MARK IS LOCATED 1.45 MILES NORTH OF WADE NEAR THE NW CORNER OF THE
 BH0614'CYCLONE FENCE AROUND TWO LARGE TANKS BELONGING TO THE BLOSSMAN GAS CO.
 BH0614'ABOUT 100 YARDS SOUTH OF A CROSSROAD IN THE NE CORNER OF SECTION 34, T
 BH0614'4S, R 6W.  IT IS 134.5 FEET WEST OF THE CENTER OF HIGHWAY 63, 10 FEET
 BH0614'SOUTH OF THE CENTER OF A DRIVEWAY, 85.5 FEET NNE OF A POLE WITH A LAMP
 BH0614'AND A METER, 6.5 FEET EAST OF THE NW CORNER OF THE FENCE AROUND THE
 BH0614'TANKS, 24.5 FEET WEST OF THE NE CORNER OF THE FENCE AROUND THE TANKS,
 BH0614'1.5 FEET NORTH OF THE FENCE, 1 FOOT NORTH OF A METAL WITNESS POST SET
 BH0614'IN THE TOP OF A 12 INCH CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 BH0614'THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION
 BH0614'OF STATE HIGHWAY 614 AND 63 AT WADE GO NORTH ON STATE HIGHWAY 63 FOR
 BH0614'1.45 MILES TO THE TANKS AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3081 ***********************************************************************
 BH3081  DESIGNATION -  63 V 22 RESET
 BH3081  PID         -  BH3081
 BH3081  STATE/COUNTY-  MS/JACKSON
 BH3081  USGS QUAD   -  HARLESTON (1982)
 BH3081
 BH3081                         *CURRENT SURVEY CONTROL
 BH3081  ___________________________________________________________________
 BH3081* NAD 83(1986)-  30 40 46.     (N)    088 34 30.     (W)     SCALED    
 BH3081* NAVD 88     -        18.57   (+/-2cm)      60.9    (feet)  VERTCON   
 BH3081  ___________________________________________________________________
 BH3081  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH3081  VERT ORDER  -  THIRD (See Below)
 BH3081
 BH3081.The horizontal coordinates were scaled from a topographic map and have
 BH3081.an estimated accuracy of +/- 6 seconds.
 BH3081
 BH3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3081.The vertical order pertains to the NGVD 29 superseded value.
 BH3081
 BH3081.The geoid height was determined by GEOID03.
 BH3081
 BH3081;                    North         East    Units  Estimated Accuracy
 BH3081;SPC MS E     -   130,770.      324,750.      MT  (+/- 180 meters Scaled)
 BH3081
 BH3081                          SUPERSEDED SURVEY CONTROL
 BH3081
 BH3081  NGVD 29 (08/12/04)   18.55   (m)           60.9    (f) RESET       3  
 BH3081
 BH3081.Superseded values are not recommended for survey control.
 BH3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3081.See file dsdata.txt to determine how the superseded data were derived.
 BH3081
 BH3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU491951(NAD 83)
 BH3081_MARKER: DV = VERTICAL CONTROL DISK
 BH3081_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH3081+WITH SETTING: PAVEMENT
 BH3081_SP_SET: SIGN BASE
 BH3081_STAMPING: 63V 22 RESET 1988
 BH3081_MARK LOGO: NGS   
 BH3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3081+STABILITY: SURFACE MOTION
 BH3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3081+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989
 BH3081
 BH3081  HISTORY     - Date     Condition        Report By
 BH3081  HISTORY     - 1988     MONUMENTED       MSHD
 BH3081  HISTORY     - 19890420 GOOD             MSHD
 BH3081
 BH3081                          STATION DESCRIPTION
 BH3081
 BH3081'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3081'3.54 KM (2.20 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 BH3081'STATE HIGHWAY 614 AT WADE, TO THE MARK ON THE LEFT, IN THE SOUTHEAST
 BH3081'CORNER OF A 2 FOOT SQUARE CONCRETE BASE OF GULF SIGN, 18.13 M
 BH3081'(59.5 FT) WEST OF THE SOUTH BOUND LANES OF HIGHWAY 63, 20.12 M
 BH3081'(66.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK STORE
 BH3081'BUILDING, 22.71 M (74.5 FT) NORTH OF A POWER POLE WITH TRANSFORMER,
 BH3081'0.15 M (0.5 FT) SOUTHEAST OF A METAL SIGN POLE AND 0.30 M (1.0 FT)
 BH3081'BELOW THE LEVEL OF THE HIGHWAY.
 BH3081
 BH3081                          STATION RECOVERY (1989)
 BH3081
 BH3081'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3081'MARK WAS RECOVERED IN GOOD CONDITION BUT WAS GOING TO BE DESTROYED BY
 BH3081'ROAD CONSTRUCTION AND WAS RESET AT THIS DATE. SEE DESCRIPTION FOR 63V
 BH3081'22 RESET 1989.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0616 ***********************************************************************
 BH0616  DESIGNATION -  63 V 23 MSHD
 BH0616  PID         -  BH0616
 BH0616  STATE/COUNTY-  MS/JACKSON
 BH0616  USGS QUAD   -  HARLESTON (1982)
 BH0616
 BH0616                         *CURRENT SURVEY CONTROL
 BH0616  ___________________________________________________________________
 BH0616* NAD 83(1986)-  30 40 47.     (N)    088 34 34.     (W)     SCALED    
 BH0616* NAVD 88     -        17.24   (+/-2cm)      56.6    (feet)  VERTCON   
 BH0616  ___________________________________________________________________
 BH0616  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0616  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0616
 BH0616.The horizontal coordinates were scaled from a topographic map and have
 BH0616.an estimated accuracy of +/- 6 seconds.
 BH0616
 BH0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0616.The vertical order pertains to the NGVD 29 superseded value.
 BH0616
 BH0616.The geoid height was determined by GEOID03.
 BH0616
 BH0616;                    North         East    Units  Estimated Accuracy
 BH0616;SPC MS E     -   130,800.      324,650.      MT  (+/- 180 meters Scaled)
 BH0616
 BH0616                          SUPERSEDED SURVEY CONTROL
 BH0616
 BH0616  NGVD 29 (??/??/??)   17.219  (m)           56.49   (f) ADJUSTED    2 2
 BH0616
 BH0616.Superseded values are not recommended for survey control.
 BH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0616.See file dsdata.txt to determine how the superseded data were derived.
 BH0616
 BH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU490951(NAD 83)
 BH0616_MARKER: DD = SURVEY DISK
 BH0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0616_STAMPING: BM 63V 23 1973
 BH0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0616+STABILITY: SURFACE MOTION
 BH0616
 BH0616  HISTORY     - Date     Condition        Report By
 BH0616  HISTORY     - 1973     MONUMENTED       MSHD
 BH0616
 BH0616                          STATION DESCRIPTION
 BH0616
 BH0616'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0616'2.9 MI N FROM WADE.
 BH0616'THE MARK IS LOCATED 2.9 MILES NORTH OF WADE NEAR A FENCE CORNER AND
 BH0616'NEAR THE WEST ROW OF STATE HIGHWAY 63, 0.55 MILE SOUTH OF THE BRIDGE
 BH0616'OVER BLACK CREEK, 4.1 MILES SOUTH OF THE JACKSON GEORGE COUNTY LINE IN
 BH0616'THE NW 1/4 OF THE SW 1/4 OF SECTION 22, T 4S, R 6W.  IT IS 74.5 FEET
 BH0616'WEST OF THE CENTER OF HIGHWAY 63, 42 FEET NORTH OF THE CENTER OF A
 BH0616'PRIVATE ROAD, 76.5 FEET NNE OF A 36 INCH OAK WITH THE LETTERS B M
 BH0616'PAINTED IN RED IN THE NORTH SIDE, 8 FEET WEST OF A POWER POLE WITH A
 BH0616'GUY WIRE, 2.5 FEET NE OF A FENCE CORNER, 1 FOOT NORTH OF A METAL
 BH0616'WITNESS POST, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 1
 BH0616'FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH
 BH0616'FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO NORTH ON
 BH0616'STATE HIGHWAY 63 FOR 2.9 MILES TO A PRIVATE ROAD AND THE MARK ON THE
 BH0616'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0617 ***********************************************************************
 BH0617  DESIGNATION -  63 V 24 MSHD
 BH0617  PID         -  BH0617
 BH0617  STATE/COUNTY-  MS/JACKSON
 BH0617  USGS QUAD   -  HARLESTON (1982)
 BH0617
 BH0617                         *CURRENT SURVEY CONTROL
 BH0617  ___________________________________________________________________
 BH0617* NAD 83(1986)-  30 41 15.     (N)    088 34 39.     (W)     SCALED    
 BH0617* NAVD 88     -        10.39   (+/-2cm)      34.1    (feet)  VERTCON   
 BH0617  ___________________________________________________________________
 BH0617  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0617  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0617
 BH0617.The horizontal coordinates were scaled from a topographic map and have
 BH0617.an estimated accuracy of +/- 6 seconds.
 BH0617
 BH0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0617.The vertical order pertains to the NGVD 29 superseded value.
 BH0617
 BH0617.The geoid height was determined by GEOID03.
 BH0617
 BH0617;                    North         East    Units  Estimated Accuracy
 BH0617;SPC MS E     -   131,660.      324,510.      MT  (+/- 180 meters Scaled)
 BH0617
 BH0617                          SUPERSEDED SURVEY CONTROL
 BH0617
 BH0617  NGVD 29 (??/??/??)   10.369  (m)           34.02   (f) ADJUSTED    2 2
 BH0617
 BH0617.Superseded values are not recommended for survey control.
 BH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0617.See file dsdata.txt to determine how the superseded data were derived.
 BH0617
 BH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU489960(NAD 83)
 BH0617_MARKER: DD = SURVEY DISK
 BH0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0617_SP_SET: BRIDGE
 BH0617_STAMPING: BM 63V 24 1973
 BH0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0617
 BH0617  HISTORY     - Date     Condition        Report By
 BH0617  HISTORY     - 1973     MONUMENTED       MSHD
 BH0617
 BH0617                          STATION DESCRIPTION
 BH0617
 BH0617'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0617'3.4 MI N FROM WADE.
 BH0617'THE MARK IS LOCATED 3.4 MILES NORTH OF WADE IN THE BASE OF THE WEST
 BH0617'RAILING DIRECTLY OVER THE SOUTH ABUTMENT OF THE CONCRETE BRIDGE OVER
 BH0617'BLACK CREEK IN THE NW 1/4 OF SECTION 22, T 4S, R 6W.  IT IS 14 FEET
 BH0617'WEST OF THE CENTER OF HIGHWAY 63, 50 FEET ENE OF A POWER POLE, 0.6
 BH0617'FEET NORTH OF THE NORTH END OF THE CURVE IN THE RAILING SET IN A DRILL
 BH0617'HOLE IN THE BASE OF THE WEST RAILING OF THE SOUTH END OF A CONCRETE
 BH0617'BRIDGE AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. TO REACH
 BH0617'FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO NORTH ON
 BH0617'STATE HIGHWAY 63 FOR 3.4 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0622 ***********************************************************************
 BH0622  DESIGNATION -  63 V 25 MSHD
 BH0622  PID         -  BH0622
 BH0622  STATE/COUNTY-  MS/JACKSON
 BH0622  USGS QUAD   -  HARLESTON (1982)
 BH0622
 BH0622                         *CURRENT SURVEY CONTROL
 BH0622  ___________________________________________________________________
 BH0622* NAD 83(1986)-  30 42 01.     (N)    088 34 56.     (W)     SCALED    
 BH0622* NAVD 88     -        16.78   (+/-2cm)      55.1    (feet)  VERTCON   
 BH0622  ___________________________________________________________________
 BH0622  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0622  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0622
 BH0622.The horizontal coordinates were scaled from a topographic map and have
 BH0622.an estimated accuracy of +/- 6 seconds.
 BH0622
 BH0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0622.The vertical order pertains to the NGVD 29 superseded value.
 BH0622
 BH0622.The geoid height was determined by GEOID03.
 BH0622
 BH0622;                    North         East    Units  Estimated Accuracy
 BH0622;SPC MS E     -   133,080.      324,060.      MT  (+/- 180 meters Scaled)
 BH0622
 BH0622                          SUPERSEDED SURVEY CONTROL
 BH0622
 BH0622  NGVD 29 (??/??/??)   16.761  (m)           54.99   (f) ADJUSTED    2 2
 BH0622
 BH0622.Superseded values are not recommended for survey control.
 BH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0622.See file dsdata.txt to determine how the superseded data were derived.
 BH0622
 BH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU484974(NAD 83)
 BH0622_MARKER: DD = SURVEY DISK
 BH0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0622_STAMPING: BM 63V 25 1973
 BH0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0622+STABILITY: SURFACE MOTION
 BH0622
 BH0622  HISTORY     - Date     Condition        Report By
 BH0622  HISTORY     - 1973     MONUMENTED       MSHD
 BH0622
 BH0622                          STATION DESCRIPTION
 BH0622
 BH0622'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0622'4.4 MI N FROM WADE.
 BH0622'THE MARK IS LOCATED 4.4 MILES NORTH OF WADE NEAR THE WEST ROW OF STATE
 BH0622'HIGHWAY 63 NEAR THE WEST ONE OF A DOUBLE POLE FOR A HIGH POWER LINE,
 BH0622'1.35 MILES SOUTH OF THE CONCRETE BRIDGE OVER CEDAR CREEK IN THE NW 1/4
 BH0622'OF SECTION 15, T 4S, R 6W.  IT IS 66.5 FEET WEST OF THE CENTER OF
 BH0622'HIGHWAY 63, 2.5 FEET WSW OF THE WEST ONE OF TWO HIGH POWER LINE POLES,
 BH0622'1.5 FEET ENE OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 BH0622'CONCRETE CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BH0622'PROJECTS 4 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614
 BH0622'AND 63 AT WADE GO NORTH ON STATE HIGHWAY 63 FOR 3.8 MILES TO A
 BH0622'CROSSROAD.  CONTINUE NORTH ON STATE HIGHWAY 63 FOR 0.65 MILE TO A HIGH
 BH0622'POWER LINE CROSSING AND THE MARK ON THE LEFT JUST BEYOND THE P. C. OF
 BH0622'A CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0623 ***********************************************************************
 BH0623  DESIGNATION -  63 V 26 MSHD
 BH0623  PID         -  BH0623
 BH0623  STATE/COUNTY-  MS/JACKSON
 BH0623  USGS QUAD   -  HARLESTON (1982)
 BH0623
 BH0623                         *CURRENT SURVEY CONTROL
 BH0623  ___________________________________________________________________
 BH0623* NAD 83(1986)-  30 42 32.     (N)    088 35 30.     (W)     SCALED    
 BH0623* NAVD 88     -        18.83   (+/-2cm)      61.8    (feet)  VERTCON   
 BH0623  ___________________________________________________________________
 BH0623  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 BH0623  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0623
 BH0623.The horizontal coordinates were scaled from a topographic map and have
 BH0623.an estimated accuracy of +/- 6 seconds.
 BH0623
 BH0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0623.The vertical order pertains to the NGVD 29 superseded value.
 BH0623
 BH0623.The geoid height was determined by GEOID03.
 BH0623
 BH0623;                    North         East    Units  Estimated Accuracy
 BH0623;SPC MS E     -   134,030.      323,150.      MT  (+/- 180 meters Scaled)
 BH0623
 BH0623                          SUPERSEDED SURVEY CONTROL
 BH0623
 BH0623  NGVD 29 (??/??/??)   18.815  (m)           61.73   (f) ADJUSTED    2 2
 BH0623
 BH0623.Superseded values are not recommended for survey control.
 BH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0623.See file dsdata.txt to determine how the superseded data were derived.
 BH0623
 BH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU475984(NAD 83)
 BH0623_MARKER: DD = SURVEY DISK
 BH0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0623_STAMPING: BM 63V 26 1973
 BH0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0623+STABILITY: SURFACE MOTION
 BH0623
 BH0623  HISTORY     - Date     Condition        Report By
 BH0623  HISTORY     - 1973     MONUMENTED       MSHD
 BH0623
 BH0623                          STATION DESCRIPTION
 BH0623
 BH0623'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0623'5.1 MI N FROM WADE.
 BH0623'THE MARK IS LOCATED 5.1 MILES NORTH OF WADE NEAR A POWER POLE IN THE
 BH0623'YARD OF MR. R. D. MCLEADS RESIDENCE, 1.8 MILES SOUTH OF THE
 BH0623'GEORGE-JACKSON COUNTY LINE, 0.6 MILE SOUTH OF THE CONCRETE BRIDGE OVER
 BH0623'CEDAR CREEK IN THE SE 1/4 OF THE NE 1/4 OF SECTION 9, T 4S, R 6W. IT
 BH0623'IS 384 FEET EAST OF THE CENTER OF HIGHWAY 63, 40.5 FEET NNW OF THE NW
 BH0623'CORNER OF A BRICK HOUSE, 36.5 FEET NORTH OF THE PROJECTED PLANE OF THE
 BH0623'NORTH WALL OF THE BRICK HOUSE, 54 FEET WEST OF THE CENTER OF A
 BH0623'DRIVEWAY, 1 FOOT SW OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE
 BH0623'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER AND IS FLUSH WITH THE
 BH0623'GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT
 BH0623'WADE GO NORTH ON STATE HIGHWAY 63 FOR 3.8 MILES TO A CROSSROAD.
 BH0623'CONTINUE NORTH ON HIGHWAY 63 FOR 1.4 MILES TO A BRICK HOUSE AND THE
 BH0623'MARK ON THE RIGHT JUST BEFORE REACHING A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0624 ***********************************************************************
 BH0624  DESIGNATION -  63 V 27 MSHD
 BH0624  PID         -  BH0624
 BH0624  STATE/COUNTY-  MS/JACKSON
 BH0624  USGS QUAD   -  HARLESTON (1982)
 BH0624
 BH0624                         *CURRENT SURVEY CONTROL
 BH0624  ___________________________________________________________________
 BH0624* NAD 83(1986)-  30 42 49.     (N)    088 36 02.     (W)     SCALED    
 BH0624* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 BH0624  ___________________________________________________________________
 BH0624  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 BH0624  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0624
 BH0624.The horizontal coordinates were scaled from a topographic map and have
 BH0624.an estimated accuracy of +/- 6 seconds.
 BH0624
 BH0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0624.The vertical order pertains to the NGVD 29 superseded value.
 BH0624
 BH0624.The geoid height was determined by GEOID03.
 BH0624
 BH0624;                    North         East    Units  Estimated Accuracy
 BH0624;SPC MS E     -   134,550.      322,300.      MT  (+/- 180 meters Scaled)
 BH0624
 BH0624                          SUPERSEDED SURVEY CONTROL
 BH0624
 BH0624  NGVD 29 (??/??/??)   12.026  (m)           39.46   (f) ADJUSTED    2 2
 BH0624
 BH0624.Superseded values are not recommended for survey control.
 BH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0624.See file dsdata.txt to determine how the superseded data were derived.
 BH0624
 BH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU467989(NAD 83)
 BH0624_MARKER: DD = SURVEY DISK
 BH0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0624_SP_SET: BRIDGE
 BH0624_STAMPING: BM 63V 27 1973
 BH0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0624
 BH0624  HISTORY     - Date     Condition        Report By
 BH0624  HISTORY     - 1973     MONUMENTED       MSHD
 BH0624
 BH0624                          STATION DESCRIPTION
 BH0624
 BH0624'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0624'5.7 MI N FROM WADE.
 BH0624'THE MARK IS LOCATED 5.7 MILES NORTH OF WADE IN THE BASE OF THE RAILING
 BH0624'AT THE EAST END OF THE NORTH ABUTMENT OF THE CONCRETE BRIDGE OVER
 BH0624'CEDAR CREEK, 1.2 MILES SOUTH OF THE GEORGE-JACKSON COUNTY LINE IN THE
 BH0624'NE 1/4 OF THE NW 1/4 OF SECTION 9, T 4S, R 6W.  IT IS 13.5 FEET EAST
 BH0624'OF THE CENTER OF HIGHWAY 63, 41.5 FEET WEST OF POWER POLE NO. 98 SET
 BH0624'IN A DRILL IN THE BASE OF THE EAST RAILING, 0.6 FEET SOUTH OF THE
 BH0624'BEGINNING OF THE CURVE OF THE RAILING DIRECTLY OVER THE NORTH ABUTMENT
 BH0624'OF A CONCRETE BRIDGE AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BH0624'HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT
 BH0624'WADE GO NORTH ON STATE HIGHWAY 63 FOR 3.8 MILES TO A CROSSROAD.
 BH0624'CONTINUE NORTH ON STATE HIGHWAY 63 FOR 2 MILES TO THE MARK ON THE
 BH0624'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0625 ***********************************************************************
 BH0625  DESIGNATION -  63 V 28 MSHD
 BH0625  PID         -  BH0625
 BH0625  STATE/COUNTY-  MS/JACKSON
 BH0625  USGS QUAD   -  HARLESTON (1982)
 BH0625
 BH0625                         *CURRENT SURVEY CONTROL
 BH0625  ___________________________________________________________________
 BH0625* NAD 83(1986)-  30 43 18.     (N)    088 36 01.     (W)     SCALED    
 BH0625* NAVD 88     -        18.96   (+/-2cm)      62.2    (feet)  VERTCON   
 BH0625  ___________________________________________________________________
 BH0625  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 BH0625  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0625
 BH0625.The horizontal coordinates were scaled from a topographic map and have
 BH0625.an estimated accuracy of +/- 6 seconds.
 BH0625
 BH0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0625.The vertical order pertains to the NGVD 29 superseded value.
 BH0625
 BH0625.The geoid height was determined by GEOID03.
 BH0625
 BH0625;                    North         East    Units  Estimated Accuracy
 BH0625;SPC MS E     -   135,440.      322,320.      MT  (+/- 180 meters Scaled)
 BH0625
 BH0625                          SUPERSEDED SURVEY CONTROL
 BH0625
 BH0625  NGVD 29 (??/??/??)   18.942  (m)           62.15   (f) ADJUSTED    2 2
 BH0625
 BH0625.Superseded values are not recommended for survey control.
 BH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0625.See file dsdata.txt to determine how the superseded data were derived.
 BH0625
 BH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU467998(NAD 83)
 BH0625_MARKER: DD = SURVEY DISK
 BH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0625_STAMPING: BM 63V 28 1973
 BH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0625+STABILITY: SURFACE MOTION
 BH0625
 BH0625  HISTORY     - Date     Condition        Report By
 BH0625  HISTORY     - 1973     MONUMENTED       MSHD
 BH0625
 BH0625                          STATION DESCRIPTION
 BH0625
 BH0625'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0625'6.45 MI N FROM WADE.
 BH0625'THE MARK IS LOCATED 6.45 MILES NORTH OF WADE ON THE SOUTH SIDE OF A
 BH0625'SHELL ROAD, 0.15 MILE EAST OF HIGHWAY 63 NEAR A POWER POLE WHERE THE
 BH0625'LINE TURNS EAST FROM SOUTH, 13.7 MILES SOUTH OF LUCEDALE IN THE SW 1/4
 BH0625'OF THE NW 1/4 OF SECTION 4, T 4S, R 6W.  IT IS 38 FEET SOUTH OF THE
 BH0625'CENTER OF A SHELL ROAD, 1 FOOT WEST OF POWER POLE NO. 105E3, 1.5 FEET
 BH0625'EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 BH0625'CYLINDER ABOUT LEVEL WITH THE ROAD AND PROJECTS 2 INCHES. TO REACH
 BH0625'FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO NORTH ON
 BH0625'STATE HIGHWAY 63 FOR 6.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BH0625'GO EAST ON A SHELL ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0626 ***********************************************************************
 BH0626  DESIGNATION -  63 V 29
 BH0626  PID         -  BH0626
 BH0626  STATE/COUNTY-  MS/GEORGE
 BH0626  USGS QUAD   -  HARLESTON (1982)
 BH0626
 BH0626                         *CURRENT SURVEY CONTROL
 BH0626  ___________________________________________________________________
 BH0626* NAD 83(1986)-  30 44 12.     (N)    088 35 57.     (W)     SCALED    
 BH0626* NAVD 88     -        34.55   (+/-2cm)     113.4    (feet)  VERTCON   
 BH0626  ___________________________________________________________________
 BH0626  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0626  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0626
 BH0626.The horizontal coordinates were scaled from a topographic map and have
 BH0626.an estimated accuracy of +/- 6 seconds.
 BH0626
 BH0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0626.The vertical order pertains to the NGVD 29 superseded value.
 BH0626
 BH0626.The geoid height was determined by GEOID03.
 BH0626
 BH0626;                    North         East    Units  Estimated Accuracy
 BH0626;SPC MS E     -   137,110.      322,420.      MT  (+/- 180 meters Scaled)
 BH0626
 BH0626                          SUPERSEDED SURVEY CONTROL
 BH0626
 BH0626  NGVD 29 (??/??/??)   34.530  (m)          113.29   (f) ADJUSTED    2 2
 BH0626
 BH0626.Superseded values are not recommended for survey control.
 BH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0626.See file dsdata.txt to determine how the superseded data were derived.
 BH0626
 BH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV469015(NAD 83)
 BH0626_MARKER: DR = REFERENCE MARK DISK
 BH0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0626_STAMPING: BM 63 V 29 1973
 BH0626_MARK LOGO: MSHD  
 BH0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0626+STABILITY: SURFACE MOTION
 BH0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0626+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1995
 BH0626
 BH0626  HISTORY     - Date     Condition        Report By
 BH0626  HISTORY     - 1973     MONUMENTED       MSHD
 BH0626  HISTORY     - 19950426 GOOD             MSHD
 BH0626
 BH0626                          STATION DESCRIPTION
 BH0626
 BH0626'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0626'7.15 MI N FROM WADE.
 BH0626'THE MARK IS LOCATED 7.15 MILES NORTH OF WADE ON THE LAWN OF MR. A. T.
 BH0626'STEED, SR., 12.9 MILES SOUTH OF LUCEDALE, 0.2 MILE NORTH OF THE
 BH0626'GEORGE-JACKSON COUNTY LINE IN THE SW 1/4 OF SECTION 33, T 3S, R 6W. IT
 BH0626'IS 223.5 FEET EAST OF THE CENTER OF HIGHWAY 63, 24 FEET EAST OF THE
 BH0626'CENTER OF A GRAVELED DRIVE, 24 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 BH0626'37 FEET WSW OF THE NW CORNER OF THE CARPORT OF A BRICK HOUSE, 36 FEET
 BH0626'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 73 FEET NE
 BH0626'OF THE NORTH ONE OF TWO LARGE OAKS, 17 FEET NORTH OF A 12 INCH PECAN,
 BH0626'15.5 FEET SSW OF A 7 INCH CEDAR, 4.5 FEET EAST OF A POWER POLE WITH A
 BH0626'TRANSFORMER AND A GUY WIRE, 1 FOOT NORTH OF A FENCE SET IN TOP OF A 12
 BH0626'INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 BH0626'THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT
 BH0626'WADE GO NORTH ON HIGHWAY 63 FOR 7.05 MILES TO A SIDE ROAD LEFT JUST
 BH0626'BEYOND THE COUNTY LINE.  CONTINUE NORTH ON HIGHWAY 63 FOR 0.1 MILE TO
 BH0626'A BRICK HOUSE AND THE MARK ON THE RIGHT.
 BH0626
 BH0626                          STATION RECOVERY (1995)
 BH0626
 BH0626'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (MD)
 BH0626'THE MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE
 BH0626'DESTROYED BY CONSTRUCTION AND WAS RESET AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9106 ***********************************************************************
 AA9106  DESIGNATION -  63 V 29 RESET
 AA9106  PID         -  AA9106
 AA9106  STATE/COUNTY-  MS/GEORGE
 AA9106  USGS QUAD   -  HARLESTON (1982)
 AA9106
 AA9106                         *CURRENT SURVEY CONTROL
 AA9106  ___________________________________________________________________
 AA9106* NAD 83(1986)-  30 44 12.     (N)    088 35 57.     (W)     SCALED    
 AA9106* NAVD 88     -        34.01   (+/-2cm)     111.6    (feet)  VERTCON   
 AA9106  ___________________________________________________________________
 AA9106  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA9106  VERT ORDER  -  THIRD (See Below)
 AA9106
 AA9106.The horizontal coordinates were scaled from a topographic map and have
 AA9106.an estimated accuracy of +/- 6 seconds.
 AA9106
 AA9106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9106.The vertical order pertains to the NGVD 29 superseded value.
 AA9106
 AA9106.The geoid height was determined by GEOID03.
 AA9106
 AA9106;                    North         East    Units  Estimated Accuracy
 AA9106;SPC MS E     -   137,110.      322,420.      MT  (+/- 180 meters Scaled)
 AA9106
 AA9106                          SUPERSEDED SURVEY CONTROL
 AA9106
 AA9106  NGVD 29 (08/12/04)   33.99   (m)          111.5    (f) RESET       3  
 AA9106
 AA9106.Superseded values are not recommended for survey control.
 AA9106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9106.See file dsdata.txt to determine how the superseded data were derived.
 AA9106
 AA9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV469015(NAD 83)
 AA9106_MARKER: DR = REFERENCE MARK DISK
 AA9106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9106_STAMPING: B.M. 63 V 29 RESET 1995
 AA9106_MARK LOGO: MSHD  
 AA9106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9106+STABILITY: SURFACE MOTION
 AA9106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9106+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9106
 AA9106  HISTORY     - Date     Condition        Report By
 AA9106  HISTORY     - 1995     MONUMENTED       MSHD
 AA9106
 AA9106                          STATION DESCRIPTION
 AA9106
 AA9106'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (DDR)
 AA9106'7.15 MI (11.51 KM) NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 AA9106'STATE HIGHWAY 614 AT WADE, TO BRICK HOUSE AND THE MARK ON THE RIGHT,
 AA9106'0.1 MI (0.2 KM) NORTH OF COUNTY LINE, IN LAWN OF A.T STEED SR. HOME,
 AA9106'IN THE SW QUARTER OF SECTION 33, T3 S, R6 W, 51.0 FT (15.5 M) EAST OF
 AA9106'THE CENTER OF THE NORTH LANE OF HIGHWAY 63, 1.0 FT (0.3 M) SOUTH OF
 AA9106'SOUTH GATE POST OF THE SOUTH DRIVEWAY TO A.T STEED SR. PROPERTY AND
 AA9106'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0422 ***********************************************************************
 BH0422  DESIGNATION -  63 V 3 MSHD
 BH0422  PID         -  BH0422
 BH0422  STATE/COUNTY-  MS/JACKSON
 BH0422  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0422
 BH0422                         *CURRENT SURVEY CONTROL
 BH0422  ___________________________________________________________________
 BH0422* NAD 83(1986)-  30 26 15.     (N)    088 32 31.     (W)     SCALED    
 BH0422* NAVD 88     -         4.00   (+/-2cm)      13.1    (feet)  VERTCON   
 BH0422  ___________________________________________________________________
 BH0422  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH0422  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0422
 BH0422.The horizontal coordinates were scaled from a topographic map and have
 BH0422.an estimated accuracy of +/- 6 seconds.
 BH0422
 BH0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0422.The vertical order pertains to the NGVD 29 superseded value.
 BH0422
 BH0422.The geoid height was determined by GEOID03.
 BH0422
 BH0422;                    North         East    Units  Estimated Accuracy
 BH0422;SPC MS E     -   103,960.      327,990.      MT  (+/- 180 meters Scaled)
 BH0422
 BH0422                          SUPERSEDED SURVEY CONTROL
 BH0422
 BH0422  NGVD 29 (??/??/??)    3.950  (m)           12.96   (f) ADJUSTED    2 2
 BH0422
 BH0422.Superseded values are not recommended for survey control.
 BH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0422.See file dsdata.txt to determine how the superseded data were derived.
 BH0422
 BH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU519682(NAD 83)
 BH0422_MARKER: DD = SURVEY DISK
 BH0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0422_SP_SET: SLAB
 BH0422_STAMPING: BM 63V 3 1973
 BH0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0422
 BH0422  HISTORY     - Date     Condition        Report By
 BH0422  HISTORY     - 1973     MONUMENTED       MSHD
 BH0422
 BH0422                          STATION DESCRIPTION
 BH0422
 BH0422'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0422'IN ESCATAWPA.
 BH0422'THE MARK IS LOCATED IN A CONCRETE SLAB ON THE WEST SIDE OF THE
 BH0422'ENTRANCE TO THE ESCATAWPA ELEMENTARY SCHOOL ABOUT 0.1 MILE SOUTH OF
 BH0422'THE PROPOSED CROSSING OF I-10, 1.7 MILES NORTH OF MOSS POINT.  IT IS
 BH0422'171 FEET SOUTH OF THE CENTER OF SCHOOL STREET, 175.5 FEET WEST OF THE
 BH0422'NE CORNER OF THE SCHOOL, 105 FEET SW OF THE FLAG POLE, 10.5 FEET WEST
 BH0422'OF THE CENTER OF THE ENTRANCE TO THE SCHOOL, 10 FEET SOUTH OF THE
 BH0422'NORTH END OF THE SLAB, 0.35 FEET EAST OF THE WEST EDGE OF THE SLAB, 8
 BH0422'FEET SOUTH OF THE NW POST OF THE PORCH, 1.2 FEET NORTH OF A CONCRETE
 BH0422'BLOCK WALL SET IN A DRILL HOLE IN A CONCRETE SLAB ON THE WEST SIDE OF
 BH0422'THE PORCH AT THE ENTRANCE TO THE SCHOOL AND IS 1.5 FEET ABOVE THE
 BH0422'PORCH FLOOR.  TO REACH FROM THE TWIN CITIES BANK AND POST OFFICE AT
 BH0422'ESCATAWPA GO SOUTH ON STATE HIGHWAY 63 FOR 0.5 MILE TO THE JUNCTION OF
 BH0422'SCHOOL STREET.  TURN LEFT AND GO EAST ON SCHOOL STREET FOR 0.1 MILE TO
 BH0422'THE SCHOOL AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0627 ***********************************************************************
 BH0627  DESIGNATION -  63 V 30 MSHD
 BH0627  PID         -  BH0627
 BH0627  STATE/COUNTY-  MS/GEORGE
 BH0627  USGS QUAD   -  AGRICOLA (1982)
 BH0627
 BH0627                         *CURRENT SURVEY CONTROL
 BH0627  ___________________________________________________________________
 BH0627* NAD 83(1986)-  30 45 02.     (N)    088 35 51.     (W)     SCALED    
 BH0627* NAVD 88     -        38.85   (+/-2cm)     127.5    (feet)  VERTCON   
 BH0627  ___________________________________________________________________
 BH0627  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 BH0627  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0627
 BH0627.The horizontal coordinates were scaled from a topographic map and have
 BH0627.an estimated accuracy of +/- 6 seconds.
 BH0627
 BH0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0627.The vertical order pertains to the NGVD 29 superseded value.
 BH0627
 BH0627.The geoid height was determined by GEOID03.
 BH0627
 BH0627;                    North         East    Units  Estimated Accuracy
 BH0627;SPC MS E     -   138,650.      322,580.      MT  (+/- 180 meters Scaled)
 BH0627
 BH0627                          SUPERSEDED SURVEY CONTROL
 BH0627
 BH0627  NGVD 29 (??/??/??)   38.839  (m)          127.42   (f) ADJUSTED    2 2
 BH0627
 BH0627.Superseded values are not recommended for survey control.
 BH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0627.See file dsdata.txt to determine how the superseded data were derived.
 BH0627
 BH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV470030(NAD 83)
 BH0627_MARKER: DD = SURVEY DISK
 BH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0627_STAMPING: BM 63V 30 1973
 BH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0627+STABILITY: SURFACE MOTION
 BH0627
 BH0627  HISTORY     - Date     Condition        Report By
 BH0627  HISTORY     - 1973     MONUMENTED       MSHD
 BH0627  HISTORY     - 20061125 POOR             MSSU
 BH0627
 BH0627                          STATION DESCRIPTION
 BH0627
 BH0627'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0627'8.3 MI N FROM WADE.
 BH0627'THE MARK IS LOCATED 8.3 MILES NORTH OF WADE IN A FENCE LINE ON THE
 BH0627'SOUTH SIDE OF A CULTIVATED FIELD AND ON THE NORTH SIDE OF THE LAWN OF
 BH0627'MR. J. V. OVERSTREET, 12 MILES SOUTH OF LUCEDALE, 1.1 MILES NORTH OF
 BH0627'THE GEORGE-JACKSON COUNTY LINE IN THE SW 1/4 OF SECTION 28, T 3S, R
 BH0627'6W.  IT IS 199 FEET EAST OF THE CENTER OF HIGHWAY 63, 59.5 FEET NE OF
 BH0627'THE NE CORNER OF THE CARPORT OF A BRICK HOUSE, 38.5 FEET NORTH OF THE
 BH0627'PROJECTED PLANE OF THE NORTH WALL OF THE BRICK HOUSE, 76 FEET NE OF
 BH0627'THE NW CORNER OF A FRAME BUILDING WITH A CARPORT, 26 FEET NE OF A 15
 BH0627'INCH PECAN, 2.5 FEET NORTH OF A FENCE, 43 FEET EAST OF A POWER POLE
 BH0627'WITH A GUY WIRE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF
 BH0627'A 12 INCH CONCRETE CYLINDER AND PROJECTS 4 INCHES.  TO REACH FROM THE
 BH0627'JUNCTION OF STATE HIGHWAY 614 AND HIGHWAY 63 AT WADE GO NORTH ON STATE
 BH0627'HIGHWAY 63 FOR 8 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON
 BH0627'HIGHWAY 63 FOR 0.1 MILE TO A BRICK HOUSE AND THE MARK ON THE RIGHT.
 BH0627
 BH0627                          STATION RECOVERY (2006)
 BH0627
 BH0627'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (JG)
 BH0627'THE MARK LOOKED AS IF IT HAD BEEN RUN OVER WITH A BUSH HOG OR SOME
 BH0627'OTHER OBJECT AND KNOCKED THE TOP HALF OF THE CONCRETE BLOCK OFF ALONG
 BH0627'WITH THE STAMPED BRASS DISC.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0628 ***********************************************************************
 BH0628  DESIGNATION -  63 V 31 MSHD
 BH0628  PID         -  BH0628
 BH0628  STATE/COUNTY-  MS/GEORGE
 BH0628  USGS QUAD   -  AGRICOLA (1982)
 BH0628
 BH0628                         *CURRENT SURVEY CONTROL
 BH0628  ___________________________________________________________________
 BH0628* NAD 83(1986)-  30 45 52.     (N)    088 35 52.     (W)     SCALED    
 BH0628* NAVD 88     -        38.51   (+/-2cm)     126.3    (feet)  VERTCON   
 BH0628  ___________________________________________________________________
 BH0628  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH0628  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0628
 BH0628.The horizontal coordinates were scaled from a topographic map and have
 BH0628.an estimated accuracy of +/- 6 seconds.
 BH0628
 BH0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0628.The vertical order pertains to the NGVD 29 superseded value.
 BH0628
 BH0628.The geoid height was determined by GEOID03.
 BH0628
 BH0628;                    North         East    Units  Estimated Accuracy
 BH0628;SPC MS E     -   140,190.      322,550.      MT  (+/- 180 meters Scaled)
 BH0628
 BH0628                          SUPERSEDED SURVEY CONTROL
 BH0628
 BH0628  NGVD 29 (??/??/??)   38.500  (m)          126.31   (f) ADJUSTED    2 2
 BH0628
 BH0628.Superseded values are not recommended for survey control.
 BH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0628.See file dsdata.txt to determine how the superseded data were derived.
 BH0628
 BH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV470045(NAD 83)
 BH0628_MARKER: DD = SURVEY DISK
 BH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0628_STAMPING: BM 63V 31 1973
 BH0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0628+STABILITY: SURFACE MOTION
 BH0628
 BH0628  HISTORY     - Date     Condition        Report By
 BH0628  HISTORY     - 1973     MONUMENTED       MSHD
 BH0628
 BH0628                          STATION DESCRIPTION
 BH0628
 BH0628'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0628'9 MI N FROM WADE.
 BH0628'THE MARK IS LOCATED 9 MILES NORTH OF WADE IN THE NE ANGLE OF A
 BH0628'CROSSROAD ON THE SOUTH SIDE OF MENDEL WACHMANS STORE, 11.2 MILES SOUTH
 BH0628'OF LUCEDALE IN THE SW 1/4 OF SECTION 21, T 3S, R 6W.  IT IS 114 FEET
 BH0628'EAST OF THE CENTER OF HIGHWAY 63, 157 FEET NORTH OF THE CENTER OF A
 BH0628'BLACK TOP ROAD, 17.5 FEET SSW OF THE SE CORNER OF A SMALL ROOM ON THE
 BH0628'SE CORNER OF A CONCRETE BLOCK STORE, 2.5 FEET WEST OF THE PROJECTED
 BH0628'PLANE OF THE EAST WALL OF THE STORE, 12 FEET NE OF THE CENTER OF A
 BH0628'BLACK TOP DRIVEWAY, 6 FEET WEST OF THE THIRD PECAN FROM THE SOUTH OF
 BH0628'THE EAST ROW OF PECANS, 2 FEET NORTH OF A POWER SERVICE POLE, 9.5 FEET
 BH0628'SOUTH OF THE SOUTH EDGE OF A GREASE RACK SET IN THE TOP OF A 12 INCH
 BH0628'CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES.
 BH0628'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO
 BH0628'NORTH ON STATE HIGHWAY 63 FOR 9 MILES TO THE STORE AND THE MARK ON THE
 BH0628'RIGHT JUST BEYOND A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1545 ***********************************************************************
 BH1545  DESIGNATION -  63 V 31 MSHD RESET 1982
 BH1545  PID         -  BH1545
 BH1545  STATE/COUNTY-  MS/GEORGE
 BH1545  USGS QUAD   -  AGRICOLA (1982)
 BH1545
 BH1545                         *CURRENT SURVEY CONTROL
 BH1545  ___________________________________________________________________
 BH1545* NAD 83(1986)-  30 45 52.     (N)    088 35 52.     (W)     SCALED    
 BH1545* NAVD 88     -        38.40   (+/-2cm)     126.0    (feet)  VERTCON   
 BH1545  ___________________________________________________________________
 BH1545  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH1545  VERT ORDER  -  THIRD (See Below)
 BH1545
 BH1545.The horizontal coordinates were scaled from a topographic map and have
 BH1545.an estimated accuracy of +/- 6 seconds.
 BH1545
 BH1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1545.The vertical order pertains to the NGVD 29 superseded value.
 BH1545
 BH1545.The geoid height was determined by GEOID03.
 BH1545
 BH1545;                    North         East    Units  Estimated Accuracy
 BH1545;SPC MS E     -   140,190.      322,550.      MT  (+/- 180 meters Scaled)
 BH1545
 BH1545                          SUPERSEDED SURVEY CONTROL
 BH1545
 BH1545  NGVD 29 (??/??/??)   38.38   (m)          125.9    (f) RESET       3  
 BH1545
 BH1545.Superseded values are not recommended for survey control.
 BH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1545.See file dsdata.txt to determine how the superseded data were derived.
 BH1545
 BH1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV470045(NAD 83)
 BH1545_MARKER: DB = BENCH MARK DISK
 BH1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1545_STAMPING: BM 63V 31 RESET 1982
 BH1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1545+STABILITY: SURFACE MOTION
 BH1545
 BH1545  HISTORY     - Date     Condition        Report By
 BH1545  HISTORY     - 1982     MONUMENTED       MSHD
 BH1545
 BH1545                          STATION DESCRIPTION
 BH1545
 BH1545'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 BH1545'9 MI N FROM WADE.
 BH1545'THE MARK IS LOCATED 9 MILES ALONG STATE HIGHWAY 63 FROM THE JUNCTION
 BH1545'OF STATE HIGHWAY 614 IN WADE TI A CROSSROAD AND MARK IN NORTHEAST
 BH1545'ANGLE OF INTERSECTION IN SECTION 21 T 35 R 6W. IT IS ABOUT 145 FT.
 BH1545'EAST OF THE CENTER OF NORTHBOUND LANES OF HIGHWAY 63, 144.5 FEET SOUTH
 BH1545'OF THE SOUTHEAST CORNER OF MR. WACHMANS BRICK HOUSE, 81 FT SOUTH-SOUTH
 BH1545'WEST OF A POWER POLE WITH TRANSFORMER, 2.7 FT SOUTH OF THE SOUTHEAST
 BH1545'CORNER OF CONCRETE SLAB, 2.5 FT SOUTHWEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0634 ***********************************************************************
 BH0634  DESIGNATION -  63 V 32 MSHD
 BH0634  PID         -  BH0634
 BH0634  STATE/COUNTY-  MS/GEORGE
 BH0634  USGS QUAD   -  AGRICOLA (1982)
 BH0634
 BH0634                         *CURRENT SURVEY CONTROL
 BH0634  ___________________________________________________________________
 BH0634* NAD 83(1986)-  30 47 36.     (N)    088 35 52.     (W)     SCALED    
 BH0634* NAVD 88     -        44.09   (+/-2cm)     144.7    (feet)  VERTCON   
 BH0634  ___________________________________________________________________
 BH0634  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH0634  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0634
 BH0634.The horizontal coordinates were scaled from a topographic map and have
 BH0634.an estimated accuracy of +/- 6 seconds.
 BH0634
 BH0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0634.The vertical order pertains to the NGVD 29 superseded value.
 BH0634
 BH0634.The geoid height was determined by GEOID03.
 BH0634
 BH0634;                    North         East    Units  Estimated Accuracy
 BH0634;SPC MS E     -   143,390.      322,540.      MT  (+/- 180 meters Scaled)
 BH0634
 BH0634                          SUPERSEDED SURVEY CONTROL
 BH0634
 BH0634  NGVD 29 (??/??/??)   44.080  (m)          144.62   (f) ADJUSTED    2 2
 BH0634
 BH0634.Superseded values are not recommended for survey control.
 BH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0634.See file dsdata.txt to determine how the superseded data were derived.
 BH0634
 BH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV471077(NAD 83)
 BH0634_MARKER: DD = SURVEY DISK
 BH0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0634_STAMPING: BM 63V 32 1973
 BH0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0634+STABILITY: SURFACE MOTION
 BH0634
 BH0634  HISTORY     - Date     Condition        Report By
 BH0634  HISTORY     - 1973     MONUMENTED       MSHD
 BH0634
 BH0634                          STATION DESCRIPTION
 BH0634
 BH0634'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0634'9.35 MI S FROM LUCEDALE.
 BH0634'THE MARK IS LOCATED 9.35 MILES SOUTH OF LUCEDALE NEAR THE NW CORNER OF
 BH0634'A GREEN ASBESTOS SIDING HOUSE ON THE SAME PROPERTY AS TOUCHARDS
 BH0634'GROCERY IN THE SE CORNER OF SECTION 8, T 3S, R 6W.  IT IS 102 FEET
 BH0634'WEST OF THE CENTER OF HIGHWAY 63, 110 FEET SOUTH OF THE CENTER OF A
 BH0634'GRAVELED STREET, 100 FEET SW OF POWER POLE NO. 114, 49.5 FEET ESE OF
 BH0634'THE SE CORNER OF A BRICK STORE, 44.5 FEET EAST OF THE PROJECTED PLANE
 BH0634'OF THE EAST WALL OF THE STORE, 3.5 FEET NORTH OF THE NW CORNER OF A
 BH0634'GREEN ASBESTOS SIDING HOUSE SET IN THE TOP OF A 12 INCH CONCRETE
 BH0634'CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO
 BH0634'REACH FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT
 BH0634'LUCEDALE GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF
 BH0634'STATE HIGHWAY 63.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 6.8
 BH0634'MILES TO A SIDE ROAD WITH A SIGN READING CRIPPLE CREEK RANCH ON THE
 BH0634'LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 63 FOR 1.6 MILES TO THE MARK ON
 BH0634'THE RIGHT JUST BEYOND A GRAVELED STREET AND A BRICK STORE ON THE
 BH0634'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0635 ***********************************************************************
 BH0635  DESIGNATION -  63 V 33 MSHD
 BH0635  PID         -  BH0635
 BH0635  STATE/COUNTY-  MS/GEORGE
 BH0635  USGS QUAD   -  AGRICOLA (1982)
 BH0635
 BH0635                         *CURRENT SURVEY CONTROL
 BH0635  ___________________________________________________________________
 BH0635* NAD 83(1986)-  30 48 17.     (N)    088 35 50.     (W)     SCALED    
 BH0635* NAVD 88     -        44.90   (+/-2cm)     147.3    (feet)  VERTCON   
 BH0635  ___________________________________________________________________
 BH0635  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH0635  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0635
 BH0635.The horizontal coordinates were scaled from a topographic map and have
 BH0635.an estimated accuracy of +/- 6 seconds.
 BH0635
 BH0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0635.The vertical order pertains to the NGVD 29 superseded value.
 BH0635
 BH0635.The geoid height was determined by GEOID03.
 BH0635
 BH0635;                    North         East    Units  Estimated Accuracy
 BH0635;SPC MS E     -   144,650.      322,590.      MT  (+/- 180 meters Scaled)
 BH0635
 BH0635                          SUPERSEDED SURVEY CONTROL
 BH0635
 BH0635  NGVD 29 (??/??/??)   44.884  (m)          147.26   (f) ADJUSTED    2 2
 BH0635
 BH0635.Superseded values are not recommended for survey control.
 BH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0635.See file dsdata.txt to determine how the superseded data were derived.
 BH0635
 BH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472090(NAD 83)
 BH0635_MARKER: DD = SURVEY DISK
 BH0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0635_STAMPING: BM 63V 33 1973
 BH0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0635+STABILITY: SURFACE MOTION
 BH0635
 BH0635  HISTORY     - Date     Condition        Report By
 BH0635  HISTORY     - 1973     MONUMENTED       MSHD
 BH0635
 BH0635                          STATION DESCRIPTION
 BH0635
 BH0635'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0635'8.55 MI S FROM LUCEDALE.
 BH0635'THE MARK IS LOCATED 8.55 MILES SOUTH OF LUCEDALE BY THE FIRST POLE
 BH0635'EAST OF HIGHWAY 63 AND IN THE YARD OF A MOBILE HOME ON THE PROPERTY OF
 BH0635'MR. MIKE RATTCLIFF AND LEASED BY MR. A. L. ALLGOOD, 4.5 MILES NORTH OF
 BH0635'THE GEORGE-JACKSON COUNTY LINE IN THE NW 1/4 OF SECTION 9, T 3S, R 6
 BH0635'W.  IT IS 203 FEET EAST OF THE CENTER OF HIGHWAY 63, 45 FEET SOUTH OF
 BH0635'THE CENTER OF A TRACK ROAD ON THE SOUTH SIDE OF A FENCE, 23 FEET NE OF
 BH0635'THE CENTER OF A DRIVEWAY LEADING TO A MOBILE HOME, 140 FEET ESE OF A
 BH0635'20 INCH OAK, 42.5 FEET SE OF THE NORTH PECAN OF THE THIRD ROW EAST OF
 BH0635'THE HIGHWAY, 35 FEET SW OF THE NORTH PECAN OF THE FOURTH ROW EAST OF
 BH0635'THE HIGHWAY, 1.5 FEET SW OF A POWER POLE WITH A TRANSFORMER, 1 FOOT
 BH0635'SOUTH OF A ROW OF POLES SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BH0635'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 BH0635'FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT LUCEDALE
 BH0635'GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF STATE
 BH0635'HIGHWAY 63.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 6.8 MILES
 BH0635'TO A SIDE ROAD AND A CRIPPLE CREEK RANCH SIGN ON THE LEFT. CONTINUE
 BH0635'SOUTH ON HIGHWAY 63 FOR 0.8 MILE TO A PRIVATE ROAD ON THE RIGHT AND A
 BH0635'DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0636 ***********************************************************************
 BH0636  DESIGNATION -  63 V 34 MSHD
 BH0636  PID         -  BH0636
 BH0636  STATE/COUNTY-  MS/GEORGE
 BH0636  USGS QUAD   -  AGRICOLA (1982)
 BH0636
 BH0636                         *CURRENT SURVEY CONTROL
 BH0636  ___________________________________________________________________
 BH0636* NAD 83(1986)-  30 49 00.     (N)    088 35 53.     (W)     SCALED    
 BH0636* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 BH0636  ___________________________________________________________________
 BH0636  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH0636  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0636
 BH0636.The horizontal coordinates were scaled from a topographic map and have
 BH0636.an estimated accuracy of +/- 6 seconds.
 BH0636
 BH0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0636.The vertical order pertains to the NGVD 29 superseded value.
 BH0636
 BH0636.The geoid height was determined by GEOID03.
 BH0636
 BH0636;                    North         East    Units  Estimated Accuracy
 BH0636;SPC MS E     -   145,980.      322,510.      MT  (+/- 180 meters Scaled)
 BH0636
 BH0636                          SUPERSEDED SURVEY CONTROL
 BH0636
 BH0636  NGVD 29 (??/??/??)   50.202  (m)          164.70   (f) ADJUSTED    2 2
 BH0636
 BH0636.Superseded values are not recommended for survey control.
 BH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0636.See file dsdata.txt to determine how the superseded data were derived.
 BH0636
 BH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV471103(NAD 83)
 BH0636_MARKER: DD = SURVEY DISK
 BH0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0636_SP_SET: CULVERT
 BH0636_STAMPING: BM 63V 34 1973
 BH0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0636
 BH0636  HISTORY     - Date     Condition        Report By
 BH0636  HISTORY     - 1973     MONUMENTED       MSHD
 BH0636
 BH0636                          STATION DESCRIPTION
 BH0636
 BH0636'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0636'7.75 MI S FROM LUCEDALE.
 BH0636'THE MARK IS LOCATED 7.75 MILES SOUTH OF LUCEDALE IN THE SOUTH END OF
 BH0636'THE WEST CONCRETE HEADWALL OF A 36 INCH PIPE IN THE NE 1/4 OF SECTION
 BH0636'5, T 3S, R 6W.  IT IS 44 FEET WEST OF THE CENTER OF HIGHWAY 63, 352
 BH0636'FEET NORTH OF THE PROJECTED CENTER OF A GRAVELED ROAD, 175 FEET SOUTH
 BH0636'OF POWER POLE NO. 91, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A
 BH0636'DRILL HOLE IN THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT
 BH0636'UNDER HIGHWAY 63 AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BH0636'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT
 BH0636'LUCEDALE GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF
 BH0636'STATE HIGHWAY 63.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 6.2
 BH0636'MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON HIGHWAY 63 FOR 0.4 MILE
 BH0636'TO THE CULVERT AND THE MARK ON THE RIGHT JUST BEFORE REACHING A SIDE
 BH0636'ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0637 ***********************************************************************
 BH0637  DESIGNATION -  63 V 35 MSHD
 BH0637  PID         -  BH0637
 BH0637  STATE/COUNTY-  MS/GEORGE
 BH0637  USGS QUAD   -  AGRICOLA (1982)
 BH0637
 BH0637                         *CURRENT SURVEY CONTROL
 BH0637  ___________________________________________________________________
 BH0637* NAD 83(1986)-  30 49 38.     (N)    088 35 49.     (W)     SCALED    
 BH0637* NAVD 88     -        60.28   (+/-2cm)     197.8    (feet)  VERTCON   
 BH0637  ___________________________________________________________________
 BH0637  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH0637  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0637
 BH0637.The horizontal coordinates were scaled from a topographic map and have
 BH0637.an estimated accuracy of +/- 6 seconds.
 BH0637
 BH0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0637.The vertical order pertains to the NGVD 29 superseded value.
 BH0637
 BH0637.The geoid height was determined by GEOID03.
 BH0637
 BH0637;                    North         East    Units  Estimated Accuracy
 BH0637;SPC MS E     -   147,150.      322,620.      MT  (+/- 180 meters Scaled)
 BH0637
 BH0637                          SUPERSEDED SURVEY CONTROL
 BH0637
 BH0637  NGVD 29 (??/??/??)   60.269  (m)          197.73   (f) ADJUSTED    2 2
 BH0637
 BH0637.Superseded values are not recommended for survey control.
 BH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0637.See file dsdata.txt to determine how the superseded data were derived.
 BH0637
 BH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472115(NAD 83)
 BH0637_MARKER: DD = SURVEY DISK
 BH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0637_STAMPING: BM 63V 35 1973
 BH0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0637+STABILITY: SURFACE MOTION
 BH0637
 BH0637  HISTORY     - Date     Condition        Report By
 BH0637  HISTORY     - 1973     MONUMENTED       MSHD
 BH0637
 BH0637                          STATION DESCRIPTION
 BH0637
 BH0637'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0637'7.05 MI S FROM LUCEDALE.
 BH0637'THE MARK IS LOCATED 7.05 MILES SOUTH OF LUCEDALE AT THE NE CORNER OF A
 BH0637'FENCE AROUND TWO HOUSES OWNED BY MR. H. W. GILBERT IN THE SW 1/4 OF
 BH0637'SECTION 33, T 2S, R 6W.  IT IS 236 FEET EAST OF THE CENTER OF HIGHWAY
 BH0637'63, 185 FEET EAST OF A T FENCE CORNER, 33 FEET EAST OF ANOTHER T FENCE
 BH0637'CORNER, 133.5 FEET ENE OF THE NE CORNER OF A SMALL FRAME HOUSE, 108.5
 BH0637'FEET NORTH OF THE NW CORNER OF A TIN BUILDING, 114 FEET SOUTH OF THE
 BH0637'SE CORNER OF ANOTHER TIN BUILDING, 34 FEET ENE OF A POLE WITH A METER
 BH0637'ON IT, 1 FOOT SW OF A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS
 BH0637'POST SET IN THE TIP OF A 12 INCH CONCRETE CYLINDER AND IS FLUSH WITH
 BH0637'THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S.
 BH0637'HIGHWAY 98 AT LUCEDALE GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO
 BH0637'THE JUNCTION OF STATE HIGHWAY 63.  TURN LEFT AND GO SOUTH ON STATE
 BH0637'HIGHWAY 63 FOR 5.1 MILES TO A SIDE ROAD LEFT. CONTINUE SOUTH ON
 BH0637'HIGHWAY 63 FOR 0.85 MILE TO THE MARK ON THE LEFT JUST BEFORE REACHING
 BH0637'A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0638 ***********************************************************************
 BH0638  DESIGNATION -  63 V 36 MSHD
 BH0638  PID         -  BH0638
 BH0638  STATE/COUNTY-  MS/GEORGE
 BH0638  USGS QUAD   -  AGRICOLA (1982)
 BH0638
 BH0638                         *CURRENT SURVEY CONTROL
 BH0638  ___________________________________________________________________
 BH0638* NAD 83(1986)-  30 50 18.     (N)    088 35 52.     (W)     SCALED    
 BH0638* NAVD 88     -        54.53   (+/-2cm)     178.9    (feet)  VERTCON   
 BH0638  ___________________________________________________________________
 BH0638  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BH0638  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0638
 BH0638.The horizontal coordinates were scaled from a topographic map and have
 BH0638.an estimated accuracy of +/- 6 seconds.
 BH0638
 BH0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0638.The vertical order pertains to the NGVD 29 superseded value.
 BH0638
 BH0638.The geoid height was determined by GEOID03.
 BH0638
 BH0638;                    North         East    Units  Estimated Accuracy
 BH0638;SPC MS E     -   148,380.      322,530.      MT  (+/- 180 meters Scaled)
 BH0638
 BH0638                          SUPERSEDED SURVEY CONTROL
 BH0638
 BH0638  NGVD 29 (??/??/??)   54.519  (m)          178.87   (f) ADJUSTED    2 2
 BH0638
 BH0638.Superseded values are not recommended for survey control.
 BH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0638.See file dsdata.txt to determine how the superseded data were derived.
 BH0638
 BH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472127(NAD 83)
 BH0638_MARKER: DD = SURVEY DISK
 BH0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0638_STAMPING: BM 63V 36 1973
 BH0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0638+STABILITY: SURFACE MOTION
 BH0638
 BH0638  HISTORY     - Date     Condition        Report By
 BH0638  HISTORY     - 1973     MONUMENTED       MSHD
 BH0638
 BH0638                          STATION DESCRIPTION
 BH0638
 BH0638'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0638'6.15 MI S FROM LUCEDALE.
 BH0638'THE MARK IS LOCATED 6.15 MILES SOUTH OF LUCEDALE NEAR THE NORTH
 BH0638'PROPERTY FENCE OF MR. F. F. ROUSE IN THE SW 1/4 OF SECTION 28, T 2S, R
 BH0638'6W.  IT IS 112 FEET EAST OF THE CENTER OF HIGHWAY 63, 310 FEET NORTH
 BH0638'OF THE CENTER OF A GRAVELED ROAD, 56 FEET EAST OF A FENCE CORNER, 120
 BH0638'FEET NNW OF THE NE CORNER OF BLOCK AND FRAME HOUSE, 25 FEET WEST OF
 BH0638'THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 106 FEET SE OF A
 BH0638'POWER POLE WITH A TRANSFORMER, 41.5 FEET NE OF A POWER SERVICE POLE
 BH0638'WITH A TRANSFORMER, 41.5 FEET NE OF A POWER SERVICE POLE, 34 FEET WSW
 BH0638'OF A 12 INCH OAK, 1 FOOT SOUTH OF A METAL WITNESS POST AND A FENCE SET
 BH0638'IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 3 FEET BELOW THE LEVEL
 BH0638'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 BH0638'JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT LUCEDALE GO SOUTH
 BH0638'ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63.
 BH0638'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 4.8 MILES TO A SIDE
 BH0638'ROAD RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 63 FOR 0.25 MILE TO THE
 BH0638'MARK ON THE LEFT JUST BEFORE REACHING A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0639 ***********************************************************************
 BH0639  DESIGNATION -  63 V 37 MSHD
 BH0639  PID         -  BH0639
 BH0639  STATE/COUNTY-  MS/GEORGE
 BH0639  USGS QUAD   -  AGRICOLA (1982)
 BH0639
 BH0639                         *CURRENT SURVEY CONTROL
 BH0639  ___________________________________________________________________
 BH0639* NAD 83(1986)-  30 51 07.     (N)    088 35 50.     (W)     SCALED    
 BH0639* NAVD 88     -        68.44   (+/-2cm)     224.5    (feet)  VERTCON   
 BH0639  ___________________________________________________________________
 BH0639  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0639  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0639
 BH0639.The horizontal coordinates were scaled from a topographic map and have
 BH0639.an estimated accuracy of +/- 6 seconds.
 BH0639
 BH0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0639.The vertical order pertains to the NGVD 29 superseded value.
 BH0639
 BH0639.The geoid height was determined by GEOID03.
 BH0639
 BH0639;                    North         East    Units  Estimated Accuracy
 BH0639;SPC MS E     -   149,890.      322,580.      MT  (+/- 180 meters Scaled)
 BH0639
 BH0639                          SUPERSEDED SURVEY CONTROL
 BH0639
 BH0639  NGVD 29 (??/??/??)   68.425  (m)          224.49   (f) ADJUSTED    2 2
 BH0639
 BH0639.Superseded values are not recommended for survey control.
 BH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0639.See file dsdata.txt to determine how the superseded data were derived.
 BH0639
 BH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472142(NAD 83)
 BH0639_MARKER: DD = SURVEY DISK
 BH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0639_STAMPING: BM 63V 37 1973
 BH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0639+STABILITY: SURFACE MOTION
 BH0639
 BH0639  HISTORY     - Date     Condition        Report By
 BH0639  HISTORY     - 1973     MONUMENTED       MSHD
 BH0639
 BH0639                          STATION DESCRIPTION
 BH0639
 BH0639'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0639'5.25 MI S FROM LUCEDALE.
 BH0639'THE MARK IS LOCATED 5.25 MILES SOUTH OF LUCEDALE IN A FENCE LINE ABOUT
 BH0639'100 YARDS NORTH OF THE RESIDENCE OF MR. T. H. MERGENSCHROER IN THE NW
 BH0639'1/4 OF SECTION 28, T 2S, R 6W.  IT IS 107.5 FEET EAST OF THE CENTER OF
 BH0639'HIGHWAY 63, 57 FEET EAST OF A FENCE CORNER, 258 FEET NE OF A POWER
 BH0639'POLE WITH A GUY WIRE, 1.5 FEET SOUTH OF A FENCE, 1 FOOT SE OF A METAL
 BH0639'WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT LEVEL
 BH0639'WITH THE HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF
 BH0639'STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT LUCEDALE GO SOUTH ON STATE
 BH0639'HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63. TURN
 BH0639'LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 2.9 MILES TO THE ENTRANCE TO
 BH0639'THE COUNTRY CLUB ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 63 FOR
 BH0639'1.3 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0640 ***********************************************************************
 BH0640  DESIGNATION -  63 V 38 MSHD
 BH0640  PID         -  BH0640
 BH0640  STATE/COUNTY-  MS/GEORGE
 BH0640  USGS QUAD   -  AGRICOLA (1982)
 BH0640
 BH0640                         *CURRENT SURVEY CONTROL
 BH0640  ___________________________________________________________________
 BH0640* NAD 83(1986)-  30 52 00.     (N)    088 35 51.     (W)     SCALED    
 BH0640* NAVD 88     -        77.31   (+/-2cm)     253.6    (feet)  VERTCON   
 BH0640  ___________________________________________________________________
 BH0640  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0640  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0640
 BH0640.The horizontal coordinates were scaled from a topographic map and have
 BH0640.an estimated accuracy of +/- 6 seconds.
 BH0640
 BH0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0640.The vertical order pertains to the NGVD 29 superseded value.
 BH0640
 BH0640.The geoid height was determined by GEOID03.
 BH0640
 BH0640;                    North         East    Units  Estimated Accuracy
 BH0640;SPC MS E     -   151,520.      322,550.      MT  (+/- 180 meters Scaled)
 BH0640
 BH0640                          SUPERSEDED SURVEY CONTROL
 BH0640
 BH0640  NGVD 29 (??/??/??)   77.293  (m)          253.59   (f) ADJUSTED    2 2
 BH0640
 BH0640.Superseded values are not recommended for survey control.
 BH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0640.See file dsdata.txt to determine how the superseded data were derived.
 BH0640
 BH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472159(NAD 83)
 BH0640_MARKER: DD = SURVEY DISK
 BH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0640_STAMPING: BM 63V 38 1973
 BH0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0640+STABILITY: SURFACE MOTION
 BH0640
 BH0640  HISTORY     - Date     Condition        Report By
 BH0640  HISTORY     - 1973     MONUMENTED       MSHD
 BH0640
 BH0640                          STATION DESCRIPTION
 BH0640
 BH0640'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0640'4.2 MI S FROM LUCEDALE.
 BH0640'THE MARK IS LOCATED 4.2 MILES SOUTH OF LUCEDALE IN A FENCE LINE ON THE
 BH0640'SOUTH SIDE OF SECTION 16, T 2S, R 6W.  IT IS 121.5 FEET EAST OF THE
 BH0640'CENTER OF HIGHWAY 63, 72 FEET EAST OF A FENCE CORNER, 72.5 FEET EAST
 BH0640'OF A ROW MARKER, 72 FEET EAST OF A SECTION CORNER AT THE SW CORNER OF
 BH0640'SECTION 16, 55.5 FEET ESE OF THE SE CORNER OF A PIPE FENCE AROUND A
 BH0640'GAS VALVE, 108.5 FEET SE OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 1
 BH0640'FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 BH0640'CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH
 BH0640'FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 98 AT LUCEDALE
 BH0640'GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF STATE
 BH0640'HIGHWAY 63.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 2.9 MILES
 BH0640'TO THE ENTRANCE TO THE COUNTRY CLUB ON THE RIGHT. CONTINUE SOUTH ON
 BH0640'STATE HIGHWAY 63 FOR 0.25 MILE TO A METAL GATE AND THE MARK ON THE
 BH0640'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0642 ***********************************************************************
 BH0642  DESIGNATION -  63 V 39 MSHD
 BH0642  PID         -  BH0642
 BH0642  STATE/COUNTY-  MS/GEORGE
 BH0642  USGS QUAD   -  LUCEDALE (1982)
 BH0642
 BH0642                         *CURRENT SURVEY CONTROL
 BH0642  ___________________________________________________________________
 BH0642* NAD 83(1986)-  30 53 31.     (N)    088 35 54.     (W)     SCALED    
 BH0642* NAVD 88     -        75.38   (+/-2cm)     247.3    (feet)  VERTCON   
 BH0642  ___________________________________________________________________
 BH0642  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH0642  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0642
 BH0642.The horizontal coordinates were scaled from a topographic map and have
 BH0642.an estimated accuracy of +/- 6 seconds.
 BH0642
 BH0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0642.The vertical order pertains to the NGVD 29 superseded value.
 BH0642
 BH0642.The geoid height was determined by GEOID03.
 BH0642
 BH0642;                    North         East    Units  Estimated Accuracy
 BH0642;SPC MS E     -   154,320.      322,470.      MT  (+/- 180 meters Scaled)
 BH0642
 BH0642                          SUPERSEDED SURVEY CONTROL
 BH0642
 BH0642  NGVD 29 (??/??/??)   75.368  (m)          247.27   (f) ADJUSTED    2 2
 BH0642
 BH0642.Superseded values are not recommended for survey control.
 BH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0642.See file dsdata.txt to determine how the superseded data were derived.
 BH0642
 BH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472187(NAD 83)
 BH0642_MARKER: DD = SURVEY DISK
 BH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0642_STAMPING: BM 63V 39 1973
 BH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0642+STABILITY: SURFACE MOTION
 BH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0642+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BH0642
 BH0642  HISTORY     - Date     Condition        Report By
 BH0642  HISTORY     - 1973     MONUMENTED       MSHD
 BH0642  HISTORY     - 20040219 GOOD             USPSQD
 BH0642  HISTORY     - 20050317 GOOD             USPSQD
 BH0642
 BH0642                          STATION DESCRIPTION
 BH0642
 BH0642'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0642'2.45 MI SSW FROM LUCEDALE.
 BH0642'THE MARK IS LOCATED 2.45 MILES SSW OF LUCEDALE NEAR A FENCE CORNER IN
 BH0642'THE YARD OF MR. ROY LEE SMITH IN THE SE 1/4 OF THE NE 1/4 OF SECTION
 BH0642'8, T 2S, R 6W.  IT IS 156 FEET WEST OF THE CENTER OF HIGHWAY 63, 53.5
 BH0642'FEET NW OF THE NW CORNER OF A FRAME HOUSE, 91 FEET WNW OF A 9 INCH
 BH0642'TRIPPLE OAK, 7 FEET NORTH OF THE NE CORNER OF A FRAME BUILDING, 26
 BH0642'FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF ANOTHER FENCE CORNER, 1.5
 BH0642'FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF THE PROJECTED
 BH0642'CENTER OF A DRIVEWAY SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BH0642'ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BH0642'GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 26, AND U.S.
 BH0642'HIGHWAY 98 AT LUCEDALE GO SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO
 BH0642'THE JUNCTION OF STATE HIGHWAY 63.  TURN LEFT AND GO SOUTH ON STATE
 BH0642'HIGHWAY 63 FOR 0.85 MILE TO A SIDE ROAD RIGHT JUST BEYOND THE SINGING
 BH0642'RIVER ELECTRIC BUILDING.  CONTINUE SOUTH ON STATE HIGHWAY 63 FOR 0.6
 BH0642'MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT.
 BH0642
 BH0642                          STATION RECOVERY (2004)
 BH0642
 BH0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH0642'ADD MAILBOX NUMBER 10273 TO THE ADDRESS OF THE FRAME HOUSE
 BH0642
 BH0642                          STATION RECOVERY (2005)
 BH0642
 BH0642'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0432 ***********************************************************************
 BH0432  DESIGNATION -  63 V 4 MSHD
 BH0432  PID         -  BH0432
 BH0432  STATE/COUNTY-  MS/JACKSON
 BH0432  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0432
 BH0432                         *CURRENT SURVEY CONTROL
 BH0432  ___________________________________________________________________
 BH0432* NAD 83(1986)-  30 26 41.     (N)    088 32 32.     (W)     SCALED    
 BH0432* NAVD 88     -         3.29   (+/-2cm)      10.8    (feet)  VERTCON   
 BH0432  ___________________________________________________________________
 BH0432  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0432  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0432
 BH0432.The horizontal coordinates were scaled from a topographic map and have
 BH0432.an estimated accuracy of +/- 6 seconds.
 BH0432
 BH0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0432.The vertical order pertains to the NGVD 29 superseded value.
 BH0432
 BH0432.The geoid height was determined by GEOID03.
 BH0432
 BH0432;                    North         East    Units  Estimated Accuracy
 BH0432;SPC MS E     -   104,760.      327,960.      MT  (+/- 180 meters Scaled)
 BH0432
 BH0432                          SUPERSEDED SURVEY CONTROL
 BH0432
 BH0432  NGVD 29 (??/??/??)    3.248  (m)           10.66   (f) ADJUSTED    2 2
 BH0432
 BH0432.Superseded values are not recommended for survey control.
 BH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0432.See file dsdata.txt to determine how the superseded data were derived.
 BH0432
 BH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU519690(NAD 83)
 BH0432_MARKER: DD = SURVEY DISK
 BH0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0432_SP_SET: FLAG POLE BASE
 BH0432_STAMPING: BM 63V 4 1973
 BH0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0432
 BH0432  HISTORY     - Date     Condition        Report By
 BH0432  HISTORY     - 1973     MONUMENTED       MSHD
 BH0432
 BH0432                          STATION DESCRIPTION
 BH0432
 BH0432'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0432'IN ESCATAWPA.
 BH0432'THE MARK IS LOCATED 0.4 MILE NORTH OF THE CROSSING OF I-10 AT
 BH0432'ESCATAWPA IN A WALK CONNECTING TWO OTHER WALKS DIRECTLY OVER THE BASE
 BH0432'OF THE FLAG POLE IN FRONT OF THE U.S. POST OFFICE AT ESCATAWPA.  THE
 BH0432'POST OFFICE AND TWIN CITIES BANK ARE IN THE SAME BUILDING OWNED BY THE
 BH0432'BANK.  IT IS 116 FEET EAST OF THE CENTER OF HIGHWAY 63, 57 FEET SOUTH
 BH0432'OF THE CENTER OF RABBY STREET, 41 FEET ENE OF THE NW CORNER OF THE
 BH0432'BANK, 43.5 FEET WNW OF THE NE CORNER OF THE POST OFFICE, 41.5 FEET
 BH0432'WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE POST OFFICE, 72
 BH0432'FEET ESE OF THE TWIN CITIES SIGN, 30 FEET WSW OF A POLE WITH A LAMP ON
 BH0432'IT, 2.5 FEET NORTH OF THE SOUTH EDGE OF A WALK CONNECTING TWO OTHER
 BH0432'WALKS, 1 FOOT WEST OF THE CENTER OF THE ENTRANCE TO THE POST OFFICE,
 BH0432'0.6 FEET WEST OF THE FLAG POLE SET IN A DRILL HOLE IN THE BASE OF THE
 BH0432'FLAG POLE AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0645 ***********************************************************************
 BH0645  DESIGNATION -  63 V 41 MSHD
 BH0645  PID         -  BH0645
 BH0645  STATE/COUNTY-  MS/GEORGE
 BH0645  USGS QUAD   -  LUCEDALE (1982)
 BH0645
 BH0645                         *CURRENT SURVEY CONTROL
 BH0645  ___________________________________________________________________
 BH0645* NAD 83(1986)-  30 55 20.     (N)    088 35 35.     (W)     SCALED    
 BH0645* NAVD 88     -        81.417  (meters)     267.12   (feet)  ADJUSTED  
 BH0645  ___________________________________________________________________
 BH0645  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0645  DYNAMIC HT  -          81.311 (meters)     266.77  (feet)  COMP
 BH0645  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BH0645
 BH0645  VERT ORDER  -  SECOND    CLASS II
 BH0645
 BH0645.The horizontal coordinates were scaled from a topographic map and have
 BH0645.an estimated accuracy of +/- 6 seconds.
 BH0645
 BH0645.The orthometric height was determined by differential leveling
 BH0645.and adjusted in May 1996.
 BH0645
 BH0645.The geoid height was determined by GEOID03.
 BH0645
 BH0645.The dynamic height is computed by dividing the NAVD 88
 BH0645.geopotential number by the normal gravity value computed on the
 BH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0645.degrees latitude (g = 980.6199 gals.).
 BH0645
 BH0645.The modeled gravity was interpolated from observed gravity values.
 BH0645
 BH0645;                    North         East    Units  Estimated Accuracy
 BH0645;SPC MS E     -   157,680.      322,970.      MT  (+/- 180 meters Scaled)
 BH0645
 BH0645                          SUPERSEDED SURVEY CONTROL
 BH0645
 BH0645  NGVD 29 (??/??/??)   81.404  (m)          267.07   (f) ADJUSTED    2 2
 BH0645
 BH0645.Superseded values are not recommended for survey control.
 BH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0645.See file dsdata.txt to determine how the superseded data were derived.
 BH0645
 BH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV477220(NAD 83)
 BH0645_MARKER: DD = SURVEY DISK
 BH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0645_STAMPING: BM 63V 41 1973
 BH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0645+STABILITY: SURFACE MOTION
 BH0645
 BH0645  HISTORY     - Date     Condition        Report By
 BH0645  HISTORY     - 1973     MONUMENTED       MSHD
 BH0645  HISTORY     - 1975     GOOD             USGS
 BH0645  HISTORY     - 20040219 GOOD             USPSQD
 BH0645  HISTORY     - 20050317 GOOD             USPSQD
 BH0645
 BH0645                          STATION DESCRIPTION
 BH0645
 BH0645'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0645'0.3 MI SW FROM LUCEDALE.
 BH0645'THE MARK IS LOCATED 0.3 MILE SW OF THE CENTER OF LUCEDALE NEAR AN
 BH0645'OFFSET IN THE CYCLONE FENCE ON THE NORTH SIDE OF THE GEORGE COUNTY
 BH0645'HOSPITAL IN THE NE 1/4 OF THE NW 1/4 OF SECTION 33, T 1S, R 6W.  IT IS
 BH0645'285 FEET WEST OF THE CENTER OF HIGHWAY 26, 37 FEET NORTH OF THE CENTER
 BH0645'OF THE HOSPITAL EMERGENCY DRIVEWAY, 102.5 FEET NORTH OF THE NE CORNER
 BH0645'OF THE BOILER ROOM OF THE HOSPITAL, 133 FEET EAST OF THE NE CORNER OF
 BH0645'THE LAUNDRY AND AMBULANCE BUILDING, 14 FEET NORTH OF A FENCE CORNER, 4
 BH0645'FEET SW OF ANOTHER FENCE CORNER, 4 FEET NW OF A POWER POLE WITH GUY
 BH0645'WIRES, 3 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 BH0645'INCH CONCRETE CYLINDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVEWAY
 BH0645'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S.
 BH0645'HIGHWAY 98 AND STATE HIGHWAY 26 IN LUCEDALE GO SOUTH ON STATE HIGHWAY
 BH0645'26 FOR 0.2 MILE TO THE EMERGENCY ENTRANCE TO THE HOSPITAL AND THE MARK
 BH0645'ON THE RIGHT.
 BH0645
 BH0645                          STATION RECOVERY (1975)
 BH0645
 BH0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BH0645'RECOVERED IN GOOD CONDITION.
 BH0645
 BH0645                          STATION RECOVERY (2004)
 BH0645
 BH0645'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH0645'ADD NUMBER OF A POWER POLE WITH GUY WIRES P0003 LOCATED APPROX. 19
 BH0645'FEET UP ON EAST SIDE
 BH0645'OF POLE
 BH0645
 BH0645                          STATION RECOVERY (2005)
 BH0645
 BH0645'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1509 ***********************************************************************
 BH1509  DESIGNATION -  63 V 42 MSHD
 BH1509  PID         -  BH1509
 BH1509  STATE/COUNTY-  MS/GEORGE
 BH1509  USGS QUAD   -  LUCEDALE (1982)
 BH1509
 BH1509                         *CURRENT SURVEY CONTROL
 BH1509  ___________________________________________________________________
 BH1509* NAD 83(1986)-  30 55 29.     (N)    088 34 54.     (W)     SCALED    
 BH1509* NAVD 88     -        66.205  (meters)     217.21   (feet)  ADJUSTED  
 BH1509  ___________________________________________________________________
 BH1509  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH1509  DYNAMIC HT  -          66.119 (meters)     216.93  (feet)  COMP
 BH1509  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BH1509
 BH1509  VERT ORDER  -  SECOND    CLASS II
 BH1509
 BH1509.The horizontal coordinates were scaled from a topographic map and have
 BH1509.an estimated accuracy of +/- 6 seconds.
 BH1509
 BH1509.The orthometric height was determined by differential leveling
 BH1509.and adjusted in May 1996.
 BH1509
 BH1509.The geoid height was determined by GEOID03.
 BH1509
 BH1509.The dynamic height is computed by dividing the NAVD 88
 BH1509.geopotential number by the normal gravity value computed on the
 BH1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1509.degrees latitude (g = 980.6199 gals.).
 BH1509
 BH1509.The modeled gravity was interpolated from observed gravity values.
 BH1509
 BH1509;                    North         East    Units  Estimated Accuracy
 BH1509;SPC MS E     -   157,960.      324,050.      MT  (+/- 180 meters Scaled)
 BH1509
 BH1509                          SUPERSEDED SURVEY CONTROL
 BH1509
 BH1509  NGVD 29 (??/??/??)   66.195  (m)          217.17   (f) ADJUSTED    2 2
 BH1509
 BH1509.Superseded values are not recommended for survey control.
 BH1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1509.See file dsdata.txt to determine how the superseded data were derived.
 BH1509
 BH1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV488223(NAD 83)
 BH1509_MARKER: DD = SURVEY DISK
 BH1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1509_STAMPING: 63 V 42 1975
 BH1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1509+STABILITY: SURFACE MOTION
 BH1509
 BH1509  HISTORY     - Date     Condition        Report By
 BH1509  HISTORY     - 1975     MONUMENTED       MSHD
 BH1509  HISTORY     - 1975     GOOD             MSHD
 BH1509  HISTORY     - 20040219 MARK NOT FOUND   USPSQD
 BH1509
 BH1509                          STATION DESCRIPTION
 BH1509
 BH1509'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1509'0.5 MI EAST FROM LUCEDALE.
 BH1509'THE MARK IS LOCATED 0.5 MILES EAST OF LUCEDALE IN THE SOUTH END OF THE
 BH1509'EAST ABUTMENT OF A CONCRETE BRIDGE OVER THE G.M.&O. RAILROAD TRACK IN
 BH1509'THE NORTHWEST CORNER OF SECTION 34, T 1S, R 6W. IT IS 15.5 FEET SOUTH
 BH1509'OF THE CENTER OF HIGHWAY 98. 1 FOOT WEST OF A METAL WITNESS POST SET
 BH1509'IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 BH1509'RAILROAD OVERPASS AND IS ABOUT LEVEL WITH THE HIGHWAY.
 BH1509'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGH-
 BH1509'WAY 98 FOR 0.5 MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.
 BH1509
 BH1509                          STATION RECOVERY (2004)
 BH1509
 BH1509'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH1509'MARK NOT FOUND AT THIS LOCATION. THE BRIDGE WAS REPLACED IN THE PAST 3
 BH1509'YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1510 ***********************************************************************
 BH1510  DESIGNATION -  63 V 43 MSHD
 BH1510  PID         -  BH1510
 BH1510  STATE/COUNTY-  MS/GEORGE
 BH1510  USGS QUAD   -  LUCEDALE (1982)
 BH1510
 BH1510                         *CURRENT SURVEY CONTROL
 BH1510  ___________________________________________________________________
 BH1510* NAD 83(1986)-  30 55 29.     (N)    088 33 58.     (W)     SCALED    
 BH1510* NAVD 88     -        80.806  (meters)     265.11   (feet)  ADJUSTED  
 BH1510  ___________________________________________________________________
 BH1510  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH1510  DYNAMIC HT  -          80.701 (meters)     264.77  (feet)  COMP
 BH1510  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BH1510
 BH1510  VERT ORDER  -  SECOND    CLASS II
 BH1510
 BH1510.The horizontal coordinates were scaled from a topographic map and have
 BH1510.an estimated accuracy of +/- 6 seconds.
 BH1510
 BH1510.The orthometric height was determined by differential leveling
 BH1510.and adjusted in May 1996.
 BH1510
 BH1510.The geoid height was determined by GEOID03.
 BH1510
 BH1510.The dynamic height is computed by dividing the NAVD 88
 BH1510.geopotential number by the normal gravity value computed on the
 BH1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1510.degrees latitude (g = 980.6199 gals.).
 BH1510
 BH1510.The modeled gravity was interpolated from observed gravity values.
 BH1510
 BH1510;                    North         East    Units  Estimated Accuracy
 BH1510;SPC MS E     -   157,960.      325,540.      MT  (+/- 180 meters Scaled)
 BH1510
 BH1510                          SUPERSEDED SURVEY CONTROL
 BH1510
 BH1510  NGVD 29 (??/??/??)   80.793  (m)          265.07   (f) ADJUSTED    2 2
 BH1510
 BH1510.Superseded values are not recommended for survey control.
 BH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1510.See file dsdata.txt to determine how the superseded data were derived.
 BH1510
 BH1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV503223(NAD 83)
 BH1510_MARKER: DD = SURVEY DISK
 BH1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1510_STAMPING: 63 V 43 1975
 BH1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1510+STABILITY: SURFACE MOTION
 BH1510
 BH1510  HISTORY     - Date     Condition        Report By
 BH1510  HISTORY     - 1975     MONUMENTED       MSHD
 BH1510  HISTORY     - 1975     GOOD             MSHD
 BH1510
 BH1510                          STATION DESCRIPTION
 BH1510
 BH1510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1510'1.35 MI EAST FROM LUCEDALE.
 BH1510'THE MARK IS LOCATED 1.35 MILES EAST OF LUCEDALE NEAR A ROW MARKER ON
 BH1510'THE SOUTH ROW OF U.S. HIGHWAY 98, 0.75 MILE WEST OF THE JUNCTION OF
 BH1510'STATE HIGHWAY 63 LEADING NORTH IN THE NORTHEAST 1/4 OF SECTION 34, T
 BH1510'1S, R 6W. IT IS 49.5 FEET SOUTH OF THE CENTER OF HIGHWAY 98, 35 FEET
 BH1510'NORTHWEST CORNER OF THE EAST ONE OF TWO SMALL FRAME HOUSES, 18 FEET
 BH1510'EAST OF A POWER POLE, 17 FEET NORTH-NORTHEAST OF A 36 INCH OAK, 2 FT.
 BH1510'OF A FENCE, 1 FOOT WEST OF A ROW MARKER, 1 FOOT EAST OF A METAL
 BH1510'WITNESS POST SET IN A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 BH1510'LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 BH1510'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGH-
 BH1510'WAY 98 FOR 1.35 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1511 ***********************************************************************
 BH1511  DESIGNATION -  63 V 44 MSHD
 BH1511  PID         -  BH1511
 BH1511  STATE/COUNTY-  MS/GEORGE
 BH1511  USGS QUAD   -  LUCEDALE (1982)
 BH1511
 BH1511                         *CURRENT SURVEY CONTROL
 BH1511  ___________________________________________________________________
 BH1511* NAD 83(1986)-  30 55 30.     (N)    088 33 12.     (W)     SCALED    
 BH1511* NAVD 88     -        83.713  (meters)     274.65   (feet)  ADJUSTED  
 BH1511  ___________________________________________________________________
 BH1511  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH1511  DYNAMIC HT  -          83.604 (meters)     274.29  (feet)  COMP
 BH1511  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BH1511
 BH1511  VERT ORDER  -  SECOND    CLASS II
 BH1511
 BH1511.The horizontal coordinates were scaled from a topographic map and have
 BH1511.an estimated accuracy of +/- 6 seconds.
 BH1511
 BH1511.The orthometric height was determined by differential leveling
 BH1511.and adjusted in May 1996.
 BH1511
 BH1511.The geoid height was determined by GEOID03.
 BH1511
 BH1511.The dynamic height is computed by dividing the NAVD 88
 BH1511.geopotential number by the normal gravity value computed on the
 BH1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1511.degrees latitude (g = 980.6199 gals.).
 BH1511
 BH1511.The modeled gravity was interpolated from observed gravity values.
 BH1511
 BH1511;                    North         East    Units  Estimated Accuracy
 BH1511;SPC MS E     -   158,000.      326,760.      MT  (+/- 180 meters Scaled)
 BH1511
 BH1511                          SUPERSEDED SURVEY CONTROL
 BH1511
 BH1511  NGVD 29 (??/??/??)   83.702  (m)          274.61   (f) ADJUSTED    2 2
 BH1511
 BH1511.Superseded values are not recommended for survey control.
 BH1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1511.See file dsdata.txt to determine how the superseded data were derived.
 BH1511
 BH1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV515223(NAD 83)
 BH1511_MARKER: DD = SURVEY DISK
 BH1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1511_STAMPING: 63 V 44 1975
 BH1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1511+STABILITY: SURFACE MOTION
 BH1511
 BH1511  HISTORY     - Date     Condition        Report By
 BH1511  HISTORY     - 1975     MONUMENTED       MSHD
 BH1511  HISTORY     - 1975     GOOD             MSHD
 BH1511
 BH1511                          STATION DESCRIPTION
 BH1511
 BH1511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1511'2.1 MILES EAST FROM LUCEDALE.
 BH1511'THE MARK IS LOCATED 2.1 MILES EAST OF LUCEDALE NEAR THE NORTHEAST
 BH1511'CORNER OF THE PROPERTY OF THE BANK OF LEAKSVILLE ON THE WEST ROW OF
 BH1511'STATE HIGHWAY 63, IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION
 BH1511'26, T 1S, R 6W. IT IS 273 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98,
 BH1511'50 FEET WEST OF THE CENTER OF HIGHWAY 63, 128 FEET NORTHEAST OF THE
 BH1511'NORTHEAST CORNER OF THE BANK, 11 FEET EAST OF A POLE, 43 FEET NORTH
 BH1511'OF THE CENTER OF THE ENTRANCE TO THE BANK, 1 FOOT SOUTH OF A METAL
 BH1511'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 BH1511'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 BH1511'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGHWAY
 BH1511'98 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63. TURN LEFT AND GO
 BH1511'NORTH ON STATE HIGHWAY 63 FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1668 ***********************************************************************
 BH1668  DESIGNATION -  63 V 45 MSHD
 BH1668  PID         -  BH1668
 BH1668  STATE/COUNTY-  MS/GEORGE
 BH1668  USGS QUAD   -  LUCEDALE (1982)
 BH1668
 BH1668                         *CURRENT SURVEY CONTROL
 BH1668  ___________________________________________________________________
 BH1668* NAD 83(1986)-  30 56 21.     (N)    088 33 17.     (W)     SCALED    
 BH1668* NAVD 88     -        88.645  (meters)     290.83   (feet)  ADJUSTED  
 BH1668  ___________________________________________________________________
 BH1668  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH1668  DYNAMIC HT  -          88.530 (meters)     290.45  (feet)  COMP
 BH1668  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BH1668
 BH1668  VERT ORDER  -  SECOND    CLASS II
 BH1668
 BH1668.The horizontal coordinates were scaled from a topographic map and have
 BH1668.an estimated accuracy of +/- 6 seconds.
 BH1668
 BH1668.The orthometric height was determined by differential leveling
 BH1668.and adjusted in May 1996.
 BH1668
 BH1668.The geoid height was determined by GEOID03.
 BH1668
 BH1668.The dynamic height is computed by dividing the NAVD 88
 BH1668.geopotential number by the normal gravity value computed on the
 BH1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1668.degrees latitude (g = 980.6199 gals.).
 BH1668
 BH1668.The modeled gravity was interpolated from observed gravity values.
 BH1668
 BH1668;                    North         East    Units  Estimated Accuracy
 BH1668;SPC MS E     -   159,570.      326,620.      MT  (+/- 180 meters Scaled)
 BH1668
 BH1668                          SUPERSEDED SURVEY CONTROL
 BH1668
 BH1668  NGVD 29 (??/??/??)   88.634  (m)          290.79   (f) ADJUSTED    2 2
 BH1668
 BH1668.Superseded values are not recommended for survey control.
 BH1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1668.See file dsdata.txt to determine how the superseded data were derived.
 BH1668
 BH1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV514238(NAD 83)
 BH1668_MARKER: DD = SURVEY DISK
 BH1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1668_STAMPING: 63 V 45 1975
 BH1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1668+STABILITY: SURFACE MOTION
 BH1668
 BH1668  HISTORY     - Date     Condition        Report By
 BH1668  HISTORY     - 1975     MONUMENTED       MSHD
 BH1668  HISTORY     - 1975     GOOD             MSHD
 BH1668
 BH1668                          STATION DESCRIPTION
 BH1668
 BH1668'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1668'2.3 MI EAST-NORTHEAST FROM LUCEDALE.
 BH1668'THE MARK IS LOCATED 2.3 MILES EAST-NORTHEAST OF LUCEDALE ON THE EAST
 BH1668'ROW OF STATE HIGHWAY 63 ABOUT 100 YARDS SOUTH OF A SIDE ROAD LEADING
 BH1668'WEST IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 26, T 1S, R
 BH1668'6W. IT IS 48 FEET EAST OF THE  CENTER OF HIGHWAY 63, 28 FEET NORTH OF
 BH1668'A 24 INCH PECAN, 20 FEET NORTH OF A ROW MARKER, 2 FEET WEST OF A
 BH1668'FENCE, 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST SET IN THE TOP
 BH1668'OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 BH1668'1 INCH. TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON
 BH1668'U.S. HIGHWAY 98 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63.
 BH1668'TURN LEFT AND GO NORTH ON STATE HIGHWAY 63 FOR 0.95 MILE TO THE MARK
 BH1668'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1667 ***********************************************************************
 BH1667  DESIGNATION -  63 V 46 MSHD
 BH1667  PID         -  BH1667
 BH1667  STATE/COUNTY-  MS/GEORGE
 BH1667  USGS QUAD   -  LUCEDALE (1982)
 BH1667
 BH1667                         *CURRENT SURVEY CONTROL
 BH1667  ___________________________________________________________________
 BH1667* NAD 83(1986)-  30 57 01.     (N)    088 33 07.     (W)     SCALED    
 BH1667* NAVD 88     -        85.808  (meters)     281.52   (feet)  ADJUSTED  
 BH1667  ___________________________________________________________________
 BH1667  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH1667  DYNAMIC HT  -          85.696 (meters)     281.15  (feet)  COMP
 BH1667  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BH1667
 BH1667  VERT ORDER  -  SECOND    CLASS II
 BH1667
 BH1667.The horizontal coordinates were scaled from a topographic map and have
 BH1667.an estimated accuracy of +/- 6 seconds.
 BH1667
 BH1667.The orthometric height was determined by differential leveling
 BH1667.and adjusted in May 1996.
 BH1667
 BH1667.The geoid height was determined by GEOID03.
 BH1667
 BH1667.The dynamic height is computed by dividing the NAVD 88
 BH1667.geopotential number by the normal gravity value computed on the
 BH1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1667.degrees latitude (g = 980.6199 gals.).
 BH1667
 BH1667.The modeled gravity was interpolated from observed gravity values.
 BH1667
 BH1667;                    North         East    Units  Estimated Accuracy
 BH1667;SPC MS E     -   160,800.      326,890.      MT  (+/- 180 meters Scaled)
 BH1667
 BH1667                          SUPERSEDED SURVEY CONTROL
 BH1667
 BH1667  NGVD 29 (??/??/??)   85.796  (m)          281.48   (f) ADJUSTED    2 2
 BH1667
 BH1667.Superseded values are not recommended for survey control.
 BH1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1667.See file dsdata.txt to determine how the superseded data were derived.
 BH1667
 BH1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV517251(NAD 83)
 BH1667_MARKER: DD = SURVEY DISK
 BH1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1667_STAMPING: 63 V 46 1975
 BH1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1667+STABILITY: SURFACE MOTION
 BH1667
 BH1667  HISTORY     - Date     Condition        Report By
 BH1667  HISTORY     - 1975     MONUMENTED       MSHD
 BH1667  HISTORY     - 1975     GOOD             MSHD
 BH1667
 BH1667                          STATION DESCRIPTION
 BH1667
 BH1667'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1667'2.9 MI EAST-NORTHEAST FROM LUCEDALE.
 BH1667'THE MARK IS LOCATED 2.9 MILES EAST NORTHEAST OF LUCEDALE ON THE WEST
 BH1667'ROW OF STATE HIGHWAY 63 NEAR THE SOUTH CORNER OF THE PROPERTY OF FAITH
 BH1667'CHURCH, 3.8 MILES SOUTH OF THE GEORGE-GREENE COUNTY LINE IN THE NORTH-
 BH1667'EAST 1/4 OF SECTION 23, T 1S, R 6W. IT IS 40.5 FEET NOTHWEST OF THE
 BH1667'CENTER OF HIGHWAY 63, 106 FEET SOUTH OF THE SOUTH CORNER OF A SMALL
 BH1667'BRICK CHURCH, 12 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY TO THE
 BH1667'CHURCH, 1 FOOT NORTHEAST OF POLE NO. 41, 1 FOOT SOUTHWEST OF A MEDAL
 BH1667'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 BH1667'THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BH1667'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGH-
 BH1667'WAY 98 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63. TURN LEFT
 BH1667'AND GO NORTH ON STATE HIGHWAY 63 FOR 1.8 MILES TO THE CHURCH AND THE
 BH1667'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1666 ***********************************************************************
 BH1666  DESIGNATION -  63 V 47 MSHD
 BH1666  PID         -  BH1666
 BH1666  STATE/COUNTY-  MS/GEORGE
 BH1666  USGS QUAD   -  LUCEDALE (1982)
 BH1666
 BH1666                         *CURRENT SURVEY CONTROL
 BH1666  ___________________________________________________________________
 BH1666* NAD 83(1986)-  30 57 42.     (N)    088 32 34.     (W)     SCALED    
 BH1666* NAVD 88     -        90.676  (meters)     297.49   (feet)  ADJUSTED  
 BH1666  ___________________________________________________________________
 BH1666  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BH1666  DYNAMIC HT  -          90.558 (meters)     297.11  (feet)  COMP
 BH1666  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BH1666
 BH1666  VERT ORDER  -  SECOND    CLASS II
 BH1666
 BH1666.The horizontal coordinates were scaled from a topographic map and have
 BH1666.an estimated accuracy of +/- 6 seconds.
 BH1666
 BH1666.The orthometric height was determined by differential leveling
 BH1666.and adjusted in May 1996.
 BH1666
 BH1666.The geoid height was determined by GEOID03.
 BH1666
 BH1666.The dynamic height is computed by dividing the NAVD 88
 BH1666.geopotential number by the normal gravity value computed on the
 BH1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1666.degrees latitude (g = 980.6199 gals.).
 BH1666
 BH1666.The modeled gravity was interpolated from observed gravity values.
 BH1666
 BH1666;                    North         East    Units  Estimated Accuracy
 BH1666;SPC MS E     -   162,060.      327,760.      MT  (+/- 180 meters Scaled)
 BH1666
 BH1666                          SUPERSEDED SURVEY CONTROL
 BH1666
 BH1666  NGVD 29 (??/??/??)   90.664  (m)          297.45   (f) ADJUSTED    2 2
 BH1666
 BH1666.Superseded values are not recommended for survey control.
 BH1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1666.See file dsdata.txt to determine how the superseded data were derived.
 BH1666
 BH1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV526263(NAD 83)
 BH1666_MARKER: DD = SURVEY DISK
 BH1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1666_STAMPING: 63 V 47 1975
 BH1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1666+STABILITY: SURFACE MOTION
 BH1666
 BH1666  HISTORY     - Date     Condition        Report By
 BH1666  HISTORY     - 1975     MONUMENTED       MSHD
 BH1666  HISTORY     - 1975     GOOD             MSHD
 BH1666
 BH1666                          STATION DESCRIPTION
 BH1666
 BH1666'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1666'3.9 MI NORTHEAST FROM LUCEDALE.
 BH1666'THE MARK IS LOCATED 3.9 MILES NORTHEAST OF LUCEDALE ON THE EAST ROW
 BH1666'OF STATE HIGHWAY 63, 2.85 MILES SOUTH OF THE GEORGE-GREENE COUNTY LINE
 BH1666'IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, T 1S, R 6W.
 BH1666'IT IS 49 FEET EAST OF THE CENTER OF HIGHWAY 63, 46 FEET SOUTH OF THE
 BH1666'CENTER OF THE ENTRANCE TO A PASTURE, 7 FEET EAST OF POLE NO. 062, 1.5
 BH1666'FEET WEST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE
 BH1666'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BH1666'HIGHWAY AND PROJECTS 3 INCHES.
 BH1666'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGHWAY
 BH1666'98 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63. TURN LEFT AND GO
 BH1666'NORTH ON STATE HIGHWAY 63 FOR 2.55 MILES TO A SIDE ROAD RIGHT. CON-
 BH1666'TINUE NORTH ON STATE HIGHWAY 63 FOR .25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1665 ***********************************************************************
 BH1665  DESIGNATION -  63 V 48 MSHD
 BH1665  PID         -  BH1665
 BH1665  STATE/COUNTY-  MS/GEORGE
 BH1665  USGS QUAD   -  LUCEDALE (1982)
 BH1665
 BH1665                         *CURRENT SURVEY CONTROL
 BH1665  ___________________________________________________________________
 BH1665* NAD 83(1986)-  30 58 13.     (N)    088 32 21.     (W)     SCALED    
 BH1665* NAVD 88     -        91.514  (meters)     300.24   (feet)  ADJUSTED  
 BH1665  ___________________________________________________________________
 BH1665  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH1665  DYNAMIC HT  -          91.395 (meters)     299.85  (feet)  COMP
 BH1665  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BH1665
 BH1665  VERT ORDER  -  SECOND    CLASS II
 BH1665
 BH1665.The horizontal coordinates were scaled from a topographic map and have
 BH1665.an estimated accuracy of +/- 6 seconds.
 BH1665
 BH1665.The orthometric height was determined by differential leveling
 BH1665.and adjusted in May 1996.
 BH1665
 BH1665.The geoid height was determined by GEOID03.
 BH1665
 BH1665.The dynamic height is computed by dividing the NAVD 88
 BH1665.geopotential number by the normal gravity value computed on the
 BH1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1665.degrees latitude (g = 980.6199 gals.).
 BH1665
 BH1665.The modeled gravity was interpolated from observed gravity values.
 BH1665
 BH1665;                    North         East    Units  Estimated Accuracy
 BH1665;SPC MS E     -   163,020.      328,100.      MT  (+/- 180 meters Scaled)
 BH1665
 BH1665                          SUPERSEDED SURVEY CONTROL
 BH1665
 BH1665  NGVD 29 (??/??/??)   91.502  (m)          300.20   (f) ADJUSTED    2 2
 BH1665
 BH1665.Superseded values are not recommended for survey control.
 BH1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1665.See file dsdata.txt to determine how the superseded data were derived.
 BH1665
 BH1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV530273(NAD 83)
 BH1665_MARKER: DD = SURVEY DISK
 BH1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1665_STAMPING: 63 V 48 1975
 BH1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1665+STABILITY: SURFACE MOTION
 BH1665
 BH1665  HISTORY     - Date     Condition        Report By
 BH1665  HISTORY     - 1975     MONUMENTED       MSHD
 BH1665  HISTORY     - 1975     GOOD             MSHD
 BH1665
 BH1665                          STATION DESCRIPTION
 BH1665
 BH1665'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1665'4.5 MI NORTHEAST FROM LUCEDALE.
 BH1665'THE MARK IS LOCATED 4.5 MILES NORTHEAST OF LUCEDALE IN THE NORTHEAST
 BH1665'ANGLE OF A CROSSROAD IN THE SOUTH END OF THE EAST HEADWALL OF A DOUBLE
 BH1665'24 INCH CONCRETE PIPE CULVERT, 1.1 MILES SOUTH OF THE GEORGE-GREENE
 BH1665'COUNTY LINE IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12,
 BH1665'T 1S, R 6W. IT IS 20 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY
 BH1665'63, 75 FEET EAST-NORTHEAST OF THE CENTER OF A CROSSROAD, 79 FEET
 BH1665'NORTHWEST OF POLE NO. 074, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 BH1665'SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 BH1665'OF A DOUBLE 24 INCH CONCRETE PIPE CULVERT AND IS ABOUT 1 1/4 FEET
 BH1665'BELOW THE LEVEL OF THE HIGHWAY.
 BH1665'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGHWAY
 BH1665'98 FOR 2.1 MILES TO THE JUNCTION OF STSTE HIGHWAY 63. TURN LEFT AND
 BH1665'GO NORTH ON STATE HIGHWAY 63 FOR 3.55 MILES OF THE MARK ON THE RIGHT
 BH1665'JUST BEYOND A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1664 ***********************************************************************
 BH1664  DESIGNATION -  63 V 49 MSHD
 BH1664  PID         -  BH1664
 BH1664  STATE/COUNTY-  MS/GEORGE
 BH1664  USGS QUAD   -  LUCEDALE (1982)
 BH1664
 BH1664                         *CURRENT SURVEY CONTROL
 BH1664  ___________________________________________________________________
 BH1664* NAD 83(1986)-  30 59 03.     (N)    088 32 33.     (W)     SCALED    
 BH1664* NAVD 88     -        94.192  (meters)     309.03   (feet)  ADJUSTED  
 BH1664  ___________________________________________________________________
 BH1664  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH1664  DYNAMIC HT  -          94.070 (meters)     308.63  (feet)  COMP
 BH1664  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BH1664
 BH1664  VERT ORDER  -  SECOND    CLASS II
 BH1664
 BH1664.The horizontal coordinates were scaled from a topographic map and have
 BH1664.an estimated accuracy of +/- 6 seconds.
 BH1664
 BH1664.The orthometric height was determined by differential leveling
 BH1664.and adjusted in May 1996.
 BH1664
 BH1664.The geoid height was determined by GEOID03.
 BH1664
 BH1664.The dynamic height is computed by dividing the NAVD 88
 BH1664.geopotential number by the normal gravity value computed on the
 BH1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1664.degrees latitude (g = 980.6199 gals.).
 BH1664
 BH1664.The modeled gravity was interpolated from observed gravity values.
 BH1664
 BH1664;                    North         East    Units  Estimated Accuracy
 BH1664;SPC MS E     -   164,560.      327,780.      MT  (+/- 180 meters Scaled)
 BH1664
 BH1664                          SUPERSEDED SURVEY CONTROL
 BH1664
 BH1664  NGVD 29 (??/??/??)   94.180  (m)          308.99   (f) ADJUSTED    2 2
 BH1664
 BH1664.Superseded values are not recommended for survey control.
 BH1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1664.See file dsdata.txt to determine how the superseded data were derived.
 BH1664
 BH1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV527288(NAD 83)
 BH1664_MARKER: DD = SURVEY DISK
 BH1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1664_STAMPING: 63 V 49 1975
 BH1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1664+STABILITY: SURFACE MOTION
 BH1664
 BH1664  HISTORY     - Date     Condition        Report By
 BH1664  HISTORY     - 1975     MONUMENTED       MSHD
 BH1664  HISTORY     - 1975     GOOD             MSHD
 BH1664
 BH1664                          STATION DESCRIPTION
 BH1664
 BH1664'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BH1664'5 MILES NORTHEAST FROM LUCEDALE.
 BH1664'THE MARK IS LOCATED 5 MILES NORTHEAST OF LUCEDALE ON THE WEST ROW OF
 BH1664'STATE HIGHWAY 63 NEAR THE SOUTHEAST CORNER OF THE SANDHILL BAPTIST
 BH1664'CHURCH PROPERTY IN THE SOUTHWEST 1/4 OF SECTION 1, T 1S, R 6W. IT IS
 BH1664'50 FEET WEST OF THE CENTER OF HIGHWAY 63, 82 FEET SOUTHEAST OF THE
 BH1664'SOUTHEAST CORNER OF THE CHURCH, 73 FEET SOUTH OF THE SOUTHWEST CORNER
 BH1664'OF THE BASE OF THE CHURCH SIGN, 31 FEET SOUTH-SOUTHEAST OF A 24 INCH
 BH1664'OAK, 1.5 FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTHWEST OF A METAL
 BH1664'WITNESS POST SET IN A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 BH1664'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BH1664'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGH-
 BH1664'WAY 98 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 63. TURN LEFT
 BH1664'AND GO NORTH ON STATE HIGHWAY 63 FOR 3.55 MILES TO A CROSSROAD.
 BH1664'CONTINUE NORTH ON HIGHWAY 63 FOR 1 MILE TO THE CHURCH AND THE MARK
 BH1664'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0429 ***********************************************************************
 BH0429  DESIGNATION -  63 V 5 MSHD
 BH0429  PID         -  BH0429
 BH0429  STATE/COUNTY-  MS/JACKSON
 BH0429  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0429
 BH0429                         *CURRENT SURVEY CONTROL
 BH0429  ___________________________________________________________________
 BH0429* NAD 83(1986)-  30 27 39.     (N)    088 32 33.     (W)     SCALED    
 BH0429* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 BH0429  ___________________________________________________________________
 BH0429  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH0429  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0429
 BH0429.The horizontal coordinates were scaled from a topographic map and have
 BH0429.an estimated accuracy of +/- 6 seconds.
 BH0429
 BH0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0429.The vertical order pertains to the NGVD 29 superseded value.
 BH0429
 BH0429.The geoid height was determined by GEOID03.
 BH0429
 BH0429;                    North         East    Units  Estimated Accuracy
 BH0429;SPC MS E     -   106,540.      327,930.      MT  (+/- 180 meters Scaled)
 BH0429
 BH0429                          SUPERSEDED SURVEY CONTROL
 BH0429
 BH0429  NGVD 29 (??/??/??)    3.349  (m)           10.99   (f) ADJUSTED    2 2
 BH0429
 BH0429.Superseded values are not recommended for survey control.
 BH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0429.See file dsdata.txt to determine how the superseded data were derived.
 BH0429
 BH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU519708(NAD 83)
 BH0429_MARKER: DD = SURVEY DISK
 BH0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0429_STAMPING: BM 63V 5 1973
 BH0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0429+STABILITY: SURFACE MOTION
 BH0429
 BH0429  HISTORY     - Date     Condition        Report By
 BH0429  HISTORY     - 1973     MONUMENTED       MSHD
 BH0429
 BH0429                          STATION DESCRIPTION
 BH0429
 BH0429'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0429'1.45 MI N FROM ESCATAWPA.
 BH0429'THE MARK IS LOCATED 1.45 MILES NORTH OF THE CROSSING OF I-10 AT
 BH0429'ESCATAWPA ON THE NORTH ROW OF MIMOSA DRIVE, 1.35 MILES SOUTH OF THE
 BH0429'FOUR MILE CREEK BAPTIST CHURCH IN THE SW 1/4 OF SECTION 1, T 7S, R 6W.
 BH0429'IT IS 121 FEET EAST OF THE CENTER OF HIGHWAY 63, 19 FEET NORTH OF THE
 BH0429'CENTER OF A CONCRETE STREET, 75 FEET EAST OF A POWER POLE WITH A LAMP
 BH0429'AND WIRES LEADING TO THE EAST, 159 FEET WEST OF ANOTHER POLE WITH A
 BH0429'LAMP, 2.5 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES,
 BH0429'1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 BH0429'CONCRETE CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY ABOUT 1
 BH0429'FOOT ABOVE THE LEVEL OF THE STREET AND PROJECTS 5 INCHES.  TO REACH
 BH0429'FROM THE TWIN CITIES BANK AND POST OFFICE AT ESCATAWPA GO NORTH ON
 BH0429'STATE HIGHWAY 63 FOR 1.05 MILES TO THE JUNCTION OF MIMOSA DRIVE AND
 BH0429'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1319 ***********************************************************************
 BV1319  DESIGNATION -  63 V 50
 BV1319  PID         -  BV1319
 BV1319  STATE/COUNTY-  MS/GREENE
 BV1319  USGS QUAD   -  VERNAL (1972)
 BV1319
 BV1319                         *CURRENT SURVEY CONTROL
 BV1319  ___________________________________________________________________
 BV1319* NAD 83(1986)-  31 00 45.     (N)    088 32 30.     (W)     SCALED    
 BV1319* NAVD 88     -        94.459  (meters)     309.90   (feet)  ADJUSTED  
 BV1319  ___________________________________________________________________
 BV1319  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BV1319  DYNAMIC HT  -          94.338 (meters)     309.51  (feet)  COMP
 BV1319  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BV1319
 BV1319  VERT ORDER  -  SECOND    CLASS II
 BV1319
 BV1319.The horizontal coordinates were scaled from a topographic map and have
 BV1319.an estimated accuracy of +/- 6 seconds.
 BV1319
 BV1319.The orthometric height was determined by differential leveling
 BV1319.and adjusted in May 1996.
 BV1319
 BV1319.The geoid height was determined by GEOID03.
 BV1319
 BV1319.The dynamic height is computed by dividing the NAVD 88
 BV1319.geopotential number by the normal gravity value computed on the
 BV1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1319.degrees latitude (g = 980.6199 gals.).
 BV1319
 BV1319.The modeled gravity was interpolated from observed gravity values.
 BV1319
 BV1319;                    North         East    Units  Estimated Accuracy
 BV1319;SPC MS E     -   167,700.      327,850.      MT  (+/- 180 meters Scaled)
 BV1319
 BV1319                          SUPERSEDED SURVEY CONTROL
 BV1319
 BV1319  NGVD 29 (??/??/92)   94.447  (m)          309.86   (f) ADJ UNCH    2 2
 BV1319
 BV1319.Superseded values are not recommended for survey control.
 BV1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1319.See file dsdata.txt to determine how the superseded data were derived.
 BV1319
 BV1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV528320(NAD 83)
 BV1319_MARKER: DD = SURVEY DISK
 BV1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1319_SP_SET: CULVERT
 BV1319_STAMPING: BM 63V 50 1975
 BV1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1319
 BV1319  HISTORY     - Date     Condition        Report By
 BV1319  HISTORY     - 1975     MONUMENTED       MSHD
 BV1319
 BV1319                          STATION DESCRIPTION
 BV1319
 BV1319'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1319'7 MI NE FROM LUCEDALE.
 BV1319'THE MARK IS LOCATED 7 MILES NORTHEAST OF LUCEDALE IN THE SOUTH END OF
 BV1319'THE EAST HEADWALL OF A 36 INCH PIPE CULVERT. 1.05 MILE NORTH OF THE
 BV1319'GEORGE-GREENE COUNTY LINE IN THE SOUTHWEST OF QUARTER OF THE
 BV1319'SOUTHEAST QUARTER 25, T 1 N, R 6 W. IT IS 17.5 FEET EAST OF THE
 BV1319'CENTER OF HIGHWAY 63, 86.5 FEET NORTHEAST OF A GAS LINE MARKER, 141.5
 BV1319'FEET NORTHEAST OF A POWER POLE WITH TRANSFORMERS AND GUY WIRE, 1 FOOT
 BV1319'NORTH- EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH
 BV1319'END OF A EAST HEAD- WALL OF A 36 INCH CONCRETE PIPE CULVERT AND IS
 BV1319'ABOUT LEVEL WITH THE HIGHWAY. TO REACH FROM THE U.S. POST OFFICE IN
 BV1319'LUCEDALE GO EAST ON U.S HIGHWAY 98 FOR 2.1 MILES TO THE JUNCTION OF
 BV1319'STATE HIGHWAY 63. TURN LEFT AND GO NORTH ON HIGHWAY 63 FOR 6.5 MILES
 BV1319'TO A SIDE ROAD LEFT. CONTINUE NORTH ON HIGHWAY 63 FOR 0.25 MILE TO
 BV1319'THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1320 ***********************************************************************
 BV1320  DESIGNATION -  63 V 51
 BV1320  PID         -  BV1320
 BV1320  STATE/COUNTY-  MS/GREENE
 BV1320  USGS QUAD   -  VERNAL (1972)
 BV1320
 BV1320                         *CURRENT SURVEY CONTROL
 BV1320  ___________________________________________________________________
 BV1320* NAD 83(1986)-  31 01 34.     (N)    088 32 17.     (W)     SCALED    
 BV1320* NAVD 88     -        88.110  (meters)     289.07   (feet)  ADJUSTED  
 BV1320  ___________________________________________________________________
 BV1320  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BV1320  DYNAMIC HT  -          87.998 (meters)     288.71  (feet)  COMP
 BV1320  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 BV1320
 BV1320  VERT ORDER  -  SECOND    CLASS II
 BV1320
 BV1320.The horizontal coordinates were scaled from a topographic map and have
 BV1320.an estimated accuracy of +/- 6 seconds.
 BV1320
 BV1320.The orthometric height was determined by differential leveling
 BV1320.and adjusted in May 1996.
 BV1320
 BV1320.The geoid height was determined by GEOID03.
 BV1320
 BV1320.The dynamic height is computed by dividing the NAVD 88
 BV1320.geopotential number by the normal gravity value computed on the
 BV1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1320.degrees latitude (g = 980.6199 gals.).
 BV1320
 BV1320.The modeled gravity was interpolated from observed gravity values.
 BV1320
 BV1320;                    North         East    Units  Estimated Accuracy
 BV1320;SPC MS E     -   169,210.      328,190.      MT  (+/- 180 meters Scaled)
 BV1320
 BV1320                          SUPERSEDED SURVEY CONTROL
 BV1320
 BV1320  NGVD 29 (??/??/92)   88.099  (m)          289.04   (f) ADJ UNCH    2 2
 BV1320
 BV1320.Superseded values are not recommended for survey control.
 BV1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1320.See file dsdata.txt to determine how the superseded data were derived.
 BV1320
 BV1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV532335(NAD 83)
 BV1320_MARKER: DD = SURVEY DISK
 BV1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1320_STAMPING: BM 63V 51 1975
 BV1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1320+STABILITY: SURFACE MOTION
 BV1320
 BV1320  HISTORY     - Date     Condition        Report By
 BV1320  HISTORY     - 1975     MONUMENTED       MSHD
 BV1320
 BV1320                          STATION DESCRIPTION
 BV1320
 BV1320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1320'7.8 MI NE FROM LUCEDALE.
 BV1320'THE MARK IS LOCATED 7.8 MILES NORTHEAST OF LUCEDALE BY A ROW MARKER
 BV1320'ON THE EAST ROW OF STATE HIGHWAY 63, 9 MILES SOUTH OF LEAKESVILLE, 2
 BV1320'MILES NORTH OF THE GEORGE-GREENE COUNTY LINE IN THE NORTHEAST QUARTER
 BV1320'OF SECTION 25, T 1 N , R 6 W. IT IS 50 FEET EAST OF THE CENTER OF
 BV1320'HIGHWAY 63, 109 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A ROW
 BV1320'MARKER, 1 FOOT NORTH A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1320'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BV1320'PROJECTS 1 INCH. TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BV1320'EAST ON U.S. HIGHWAY 98 FOR 2.1 MILES TO THE JUNCTION OF STATE
 BV1320'HIGHWAY 63. TURN LEFT AND GO NORTH ON STATE HIGHWAY 63 FOR 7.7 MILES
 BV1320'TO THE MARK ON THE RIGHT ABOUT 100 YARDS SOUTH OF A SIDE ROAD LEADING
 BV1320'WEST
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1321 ***********************************************************************
 BV1321  DESIGNATION -  63 V 52
 BV1321  PID         -  BV1321
 BV1321  STATE/COUNTY-  MS/GREENE
 BV1321  USGS QUAD   -  VERNAL (1972)
 BV1321
 BV1321                         *CURRENT SURVEY CONTROL
 BV1321  ___________________________________________________________________
 BV1321* NAD 83(1986)-  31 02 14.     (N)    088 31 55.     (W)     SCALED    
 BV1321* NAVD 88     -        97.027  (meters)     318.33   (feet)  ADJUSTED  
 BV1321  ___________________________________________________________________
 BV1321  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BV1321  DYNAMIC HT  -          96.903 (meters)     317.92  (feet)  COMP
 BV1321  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 BV1321
 BV1321  VERT ORDER  -  SECOND    CLASS II
 BV1321
 BV1321.The horizontal coordinates were scaled from a topographic map and have
 BV1321.an estimated accuracy of +/- 6 seconds.
 BV1321
 BV1321.The orthometric height was determined by differential leveling
 BV1321.and adjusted in May 1996.
 BV1321
 BV1321.The geoid height was determined by GEOID03.
 BV1321
 BV1321.The dynamic height is computed by dividing the NAVD 88
 BV1321.geopotential number by the normal gravity value computed on the
 BV1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1321.degrees latitude (g = 980.6199 gals.).
 BV1321
 BV1321.The modeled gravity was interpolated from observed gravity values.
 BV1321
 BV1321;                    North         East    Units  Estimated Accuracy
 BV1321;SPC MS E     -   170,440.      328,770.      MT  (+/- 180 meters Scaled)
 BV1321
 BV1321                          SUPERSEDED SURVEY CONTROL
 BV1321
 BV1321  NGVD 29 (??/??/92)   97.016  (m)          318.29   (f) ADJ UNCH    2 2
 BV1321
 BV1321.Superseded values are not recommended for survey control.
 BV1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1321.See file dsdata.txt to determine how the superseded data were derived.
 BV1321
 BV1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV538347(NAD 83)
 BV1321_MARKER: DD = SURVEY DISK
 BV1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1321_STAMPING: BM 63V 52 1975
 BV1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1321+STABILITY: SURFACE MOTION
 BV1321
 BV1321  HISTORY     - Date     Condition        Report By
 BV1321  HISTORY     - 1975     MONUMENTED       MSHD
 BV1321
 BV1321                          STATION DESCRIPTION
 BV1321
 BV1321'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1321'8.1 MI S FROM LEAKESVILLE.
 BV1321'THE MARK IS LOCATED 8.1 MILES SOUTH OF LEAKESVILLE ON THE NORTHWEST
 BV1321'ROW OF STATE HIGHWAY 63 IN THE NORTHWEST ANGLE OF THE JUNCTION OF A
 BV1321'SIDE ROAD LEADING WEST, 8.7 MILES NORTH-NORTHEAST OF LUCEDALE, 2.9
 BV1321'MILES NORTH OF THE GEORGE-GREENE COUNTY LINE IN IN THE NORTHWEST
 BV1321'QUARTER OF SECTION 19, T 1 N, R 5 W. IT IS 46 FEET NORTHWEST OF THE
 BV1321'CENTER OF HIGHWAY 63, 97 FEET NORTHEAST OF THE CENTER OF THE
 BV1321'JUNCTION, 12 FEET SOUTHEAST OF THE EDGE OF A LARGE GULLY, 1 FOOT
 BV1321'NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN
 BV1321'THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BV1321'HIGHWAY AND PROJECTS 3 INCHES. TO REACH FROM THE U.S. POST OFFICE IN
 BV1321'LUCEDALE GO EAST ON U.S. HIGHWAY 98 FOR 2.1 MILES TO THE JUNCTION OF
 BV1321'STATE HIGHWAY 63. TURN LEFT AND GO NORTH ON STATE HIGHWAY 63 FOR 8.6
 BV1321'MILES TO THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD LEFT. THE MARK
 BV1321'ALSO CAN BE REACHED FROM THE COURTHOUSE IN LEAKESVILLE BY GOING
 BV1321'SOUTHEAST ON STATE HIGHWAY 63 FOR 4.45 MILES TO THE JUNCTION OF
 BV1321'HIGHWAY 594. CONTINUE SOUTH ON STATE HIGHWAY 63 FOR 5.8 MILES TO THE
 BV1321'MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1322 ***********************************************************************
 BV1322  DESIGNATION -  63 V 53
 BV1322  PID         -  BV1322
 BV1322  STATE/COUNTY-  MS/GREENE
 BV1322  USGS QUAD   -  VERNAL (1972)
 BV1322
 BV1322                         *CURRENT SURVEY CONTROL
 BV1322  ___________________________________________________________________
 BV1322* NAD 83(1986)-  31 02 42.     (N)    088 31 28.     (W)     SCALED    
 BV1322* NAVD 88     -        82.406  (meters)     270.36   (feet)  ADJUSTED  
 BV1322  ___________________________________________________________________
 BV1322  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BV1322  DYNAMIC HT  -          82.301 (meters)     270.02  (feet)  COMP
 BV1322  MODELED GRAV-     979,365.3   (mgal)                       NAVD 88
 BV1322
 BV1322  VERT ORDER  -  SECOND    CLASS II
 BV1322
 BV1322.The horizontal coordinates were scaled from a topographic map and have
 BV1322.an estimated accuracy of +/- 6 seconds.
 BV1322
 BV1322.The orthometric height was determined by differential leveling
 BV1322.and adjusted in May 1996.
 BV1322
 BV1322.The geoid height was determined by GEOID03.
 BV1322
 BV1322.The dynamic height is computed by dividing the NAVD 88
 BV1322.geopotential number by the normal gravity value computed on the
 BV1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1322.degrees latitude (g = 980.6199 gals.).
 BV1322
 BV1322.The modeled gravity was interpolated from observed gravity values.
 BV1322
 BV1322;                    North         East    Units  Estimated Accuracy
 BV1322;SPC MS E     -   171,310.      329,490.      MT  (+/- 180 meters Scaled)
 BV1322
 BV1322                          SUPERSEDED SURVEY CONTROL
 BV1322
 BV1322  NGVD 29 (??/??/92)   82.395  (m)          270.32   (f) ADJ UNCH    2 2
 BV1322
 BV1322.Superseded values are not recommended for survey control.
 BV1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1322.See file dsdata.txt to determine how the superseded data were derived.
 BV1322
 BV1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV545355(NAD 83)
 BV1322_MARKER: DD = SURVEY DISK
 BV1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1322_SP_SET: CULVERT
 BV1322_STAMPING: BM 63V 53 1975
 BV1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1322
 BV1322  HISTORY     - Date     Condition        Report By
 BV1322  HISTORY     - 1975     MONUMENTED       MSHD
 BV1322
 BV1322                          STATION DESCRIPTION
 BV1322
 BV1322'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1322'7.7 MI SSE FROM LEAKESVILLE.
 BV1322'THE MARK IS LOCATED 7.7 MILES SOUTH-SOUTHEAST OF LEAKESVILLE IN THE
 BV1322'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CULVERT, 9.3 MILES
 BV1322'NORTHEAST OF LUCEDALE, 3.6 MILES NORTH OF THE GEORGE-GREENE COUNTY
 BV1322'LINE IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18,
 BV1322'T 1 N8 R 5 W. IT IS 17.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 63,
 BV1322'95 FEET SOUTHWEST OF A POWER POLE, 32.5 FEET NORTHWEST OF A FENCE, 1
 BV1322'FOOT NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BV1322'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 24 INCH PIPE CULVERT AND
 BV1322'IS ABOUT LEVEL WITH THE HIGHWAY. TO REACH FROM THE COURTHOUSE IN
 BV1322'LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 5.6 MILES TO THE
 BV1322'JUNCTION OF STATE HIGHWAY 594. CONTINUE SOUTH ON HIGHWAY 63 FOR 4.3
 BV1322'MILES TO A SIDE ROAD LEFT. CONTINUE SOUTHWEST ON HIGHWAY 63 FOR 0.9
 BV1322'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1327 ***********************************************************************
 BV1327  DESIGNATION -  63 V 54
 BV1327  PID         -  BV1327
 BV1327  STATE/COUNTY-  MS/GREENE
 BV1327  USGS QUAD   -  VERNAL (1972)
 BV1327
 BV1327                         *CURRENT SURVEY CONTROL
 BV1327  ___________________________________________________________________
 BV1327* NAD 83(1986)-  31 03 56.     (N)    088 30 22.     (W)     SCALED    
 BV1327* NAVD 88     -        83.066  (meters)     272.53   (feet)  ADJUSTED  
 BV1327  ___________________________________________________________________
 BV1327  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BV1327  DYNAMIC HT  -          82.961 (meters)     272.18  (feet)  COMP
 BV1327  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 BV1327
 BV1327  VERT ORDER  -  SECOND    CLASS II
 BV1327
 BV1327.The horizontal coordinates were scaled from a topographic map and have
 BV1327.an estimated accuracy of +/- 6 seconds.
 BV1327
 BV1327.The orthometric height was determined by differential leveling
 BV1327.and adjusted in May 1996.
 BV1327
 BV1327.The geoid height was determined by GEOID03.
 BV1327
 BV1327.The dynamic height is computed by dividing the NAVD 88
 BV1327.geopotential number by the normal gravity value computed on the
 BV1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1327.degrees latitude (g = 980.6199 gals.).
 BV1327
 BV1327.The modeled gravity was interpolated from observed gravity values.
 BV1327
 BV1327;                    North         East    Units  Estimated Accuracy
 BV1327;SPC MS E     -   173,590.      331,230.      MT  (+/- 180 meters Scaled)
 BV1327
 BV1327                          SUPERSEDED SURVEY CONTROL
 BV1327
 BV1327  NGVD 29 (??/??/92)   83.057  (m)          272.50   (f) ADJ UNCH    2 2
 BV1327
 BV1327.Superseded values are not recommended for survey control.
 BV1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1327.See file dsdata.txt to determine how the superseded data were derived.
 BV1327
 BV1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV563378(NAD 83)
 BV1327_MARKER: DD = SURVEY DISK
 BV1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1327_STAMPING: BM 63V 54 1975
 BV1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1327+STABILITY: SURFACE MOTION
 BV1327
 BV1327  HISTORY     - Date     Condition        Report By
 BV1327  HISTORY     - 1975     MONUMENTED       MSHD
 BV1327
 BV1327                          STATION DESCRIPTION
 BV1327
 BV1327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1327'6.7 MI SE FROM LEAKESVILLE.
 BV1327'THE MARK IS LOCATED 6.7 MILES SOUTHEAST OF LEAKESVILLE IN THE
 BV1327'NORTHEAST ANGLE OF THE JUNCTION OF A DRIVEWAY WITH STATE HIGHWAY 63,
 BV1327'0.45 MILE NORTH OF A SIDE ROAD LEADING EAST IN THE SOUTHWEST QUARTER
 BV1327'OF THE NORTHEAST QUARTER OF SECTION 8, T 1N, R 5 W. IT IS 58 FEET
 BV1327'EAST OF THE CENTER OF HIGHWAY 63, 53 FEET NORTH OF THE CENTER OF THE
 BV1327'DRIVEWAY 26 FEET NORTH OF A FENCE CORNER, 6.5 FEET NORTH OF A
 BV1327'TELEPHONE POLE, 3.5 FEET WEST OF POLE NO. 1 20 500, 1.5 FEET WEST OF
 BV1327'A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1327'ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2
 BV1327'INCHES. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON
 BV1327'STATE HIGHWAY 63 FOR 5.6 MILES TO THE JUNCTION OF STATE HIGHWAY 594.
 BV1327'CONTINUE SOUTH ON STATE HIGHWAY 63 FOR 3.25 MILES TO A DRIVEWAY AND
 BV1327'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1329 ***********************************************************************
 BV1329  DESIGNATION -  63 V 55
 BV1329  PID         -  BV1329
 BV1329  STATE/COUNTY-  MS/GREENE
 BV1329  USGS QUAD   -  BROWN TOWN (1982)
 BV1329
 BV1329                         *CURRENT SURVEY CONTROL
 BV1329  ___________________________________________________________________
 BV1329* NAD 83(1986)-  31 05 16.     (N)    088 29 53.     (W)     SCALED    
 BV1329* NAVD 88     -        85.185  (meters)     279.48   (feet)  ADJUSTED  
 BV1329  ___________________________________________________________________
 BV1329  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BV1329  DYNAMIC HT  -          85.076 (meters)     279.12  (feet)  COMP
 BV1329  MODELED GRAV-     979,370.9   (mgal)                       NAVD 88
 BV1329
 BV1329  VERT ORDER  -  SECOND    CLASS II
 BV1329
 BV1329.The horizontal coordinates were scaled from a topographic map and have
 BV1329.an estimated accuracy of +/- 6 seconds.
 BV1329
 BV1329.The orthometric height was determined by differential leveling
 BV1329.and adjusted in May 1996.
 BV1329
 BV1329.The geoid height was determined by GEOID03.
 BV1329
 BV1329.The dynamic height is computed by dividing the NAVD 88
 BV1329.geopotential number by the normal gravity value computed on the
 BV1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1329.degrees latitude (g = 980.6199 gals.).
 BV1329
 BV1329.The modeled gravity was interpolated from observed gravity values.
 BV1329
 BV1329;                    North         East    Units  Estimated Accuracy
 BV1329;SPC MS E     -   176,060.      331,990.      MT  (+/- 180 meters Scaled)
 BV1329
 BV1329                          SUPERSEDED SURVEY CONTROL
 BV1329
 BV1329  NGVD 29 (??/??/92)   85.175  (m)          279.44   (f) ADJ UNCH    2 2
 BV1329
 BV1329.Superseded values are not recommended for survey control.
 BV1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1329.See file dsdata.txt to determine how the superseded data were derived.
 BV1329
 BV1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV571402(NAD 83)
 BV1329_MARKER: DD = SURVEY DISK
 BV1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1329_SP_SET: CULVERT
 BV1329_STAMPING: BM 63V 55 1975
 BV1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1329
 BV1329  HISTORY     - Date     Condition        Report By
 BV1329  HISTORY     - 1975     MONUMENTED       MSHD
 BV1329
 BV1329                          STATION DESCRIPTION
 BV1329
 BV1329'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1329'5.5 MI SE FROM LEAKESVILLE.
 BV1329'THE MARK IS LOCATED 5.5 MILES SOUTHEAST OF LEAKESVILLE IN THE SOUTH
 BV1329'END OF THE EAST HEADWALL OF A 36 INCH PIPE CULVERT 0.4 MILE SOUTHWEST
 BV1329'OF A SIDE ROAD LEADING SOUTHEAST IN THE SOUTHWEST QUARTER OF SECTION
 BV1329'33, T 2 N, R SW. IT IS 18 FEET EAST OF THE CENTER OF HIGHWAY 63, 79
 BV1329'FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS
 BV1329'POST SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A
 BV1329'36 INCH CONCRETE PIPE CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
 BV1329'TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE
 BV1329'HIGHWAY 63 FOR 5.6 MILES TO THE JUNCTION OF STATE HIGHWAY 594.
 BV1329'CONTIUNE SOUTH ON STATE HIGHWAY 63 FOR 1.2 MILES TO THE CULVERT AND
 BV1329'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1330 ***********************************************************************
 BV1330  DESIGNATION -  63 V 56
 BV1330  PID         -  BV1330
 BV1330  STATE/COUNTY-  MS/GREENE
 BV1330  USGS QUAD   -  BROWN TOWN (1982)
 BV1330
 BV1330                         *CURRENT SURVEY CONTROL
 BV1330  ___________________________________________________________________
 BV1330* NAD 83(1986)-  31 06 07.     (N)    088 29 17.     (W)     SCALED    
 BV1330* NAVD 88     -        92.491  (meters)     303.45   (feet)  ADJUSTED  
 BV1330  ___________________________________________________________________
 BV1330  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BV1330  DYNAMIC HT  -          92.374 (meters)     303.06  (feet)  COMP
 BV1330  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 BV1330
 BV1330  VERT ORDER  -  SECOND    CLASS II
 BV1330
 BV1330.The horizontal coordinates were scaled from a topographic map and have
 BV1330.an estimated accuracy of +/- 6 seconds.
 BV1330
 BV1330.The orthometric height was determined by differential leveling
 BV1330.and adjusted in May 1996.
 BV1330
 BV1330.The geoid height was determined by GEOID03.
 BV1330
 BV1330.The dynamic height is computed by dividing the NAVD 88
 BV1330.geopotential number by the normal gravity value computed on the
 BV1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1330.degrees latitude (g = 980.6199 gals.).
 BV1330
 BV1330.The modeled gravity was interpolated from observed gravity values.
 BV1330
 BV1330;                    North         East    Units  Estimated Accuracy
 BV1330;SPC MS E     -   177,630.      332,940.      MT  (+/- 180 meters Scaled)
 BV1330
 BV1330                          SUPERSEDED SURVEY CONTROL
 BV1330
 BV1330  NGVD 29 (??/??/92)   92.481  (m)          303.41   (f) ADJ UNCH    2 2
 BV1330
 BV1330.Superseded values are not recommended for survey control.
 BV1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1330.See file dsdata.txt to determine how the superseded data were derived.
 BV1330
 BV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV580418(NAD 83)
 BV1330_MARKER: DD = SURVEY DISK
 BV1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1330_STAMPING: BM 63V 56 1975
 BV1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1330+STABILITY: SURFACE MOTION
 BV1330
 BV1330  HISTORY     - Date     Condition        Report By
 BV1330  HISTORY     - 1975     MONUMENTED       MSHD
 BV1330
 BV1330                          STATION DESCRIPTION
 BV1330
 BV1330'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1330'5 MI SE FROM LEAKESVILLE.
 BV1330'THE MARK IS LOCATED 5 MILES SOUTHEAST OF LEAKESVILLE IN THE NORTHEAST
 BV1330'ANGLE OF THE JUNCTION OF STATE HIGHWAY 594 IN THE SOUTHEAST QUARTER
 BV1330'OF SECTION 28, T 2 N,R 5 W.  IT IT IS 152 FEET EAST OF THE CENTER OF
 BV1330'HIGHWAY 63, 46 FEET NORTH OF THE CENTER OF HIGHWAY 594, 46 FEET EAST
 BV1330'OF THE CENTER OF A DRIVEWAY, 128 FEET NORTH-NORTHWEST OF TTHE NORTH
 BV1330'CORNER OF HICK'S GROCERY, 9 FEET SOUTH OF A POWER POLE WITH A GUY
 BV1330'WIRE, 20 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 BV1330'FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF
 BV1330'A ROUND CONCRETE POST ABOUT LEVEL WITH HIGHWAY 594 AND PROJECTS 3
 BV1330'INCHES. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON
 BV1330'STATE HIGHWAY 63 FOR 5.6 MILES TO THE JUNCTION OF STATE HIGHWAY 594
 BV1330'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1331 ***********************************************************************
 BV1331  DESIGNATION -  63 V 57
 BV1331  PID         -  BV1331
 BV1331  STATE/COUNTY-  MS/GREENE
 BV1331  USGS QUAD   -  BROWN TOWN (1982)
 BV1331
 BV1331                         *CURRENT SURVEY CONTROL
 BV1331  ___________________________________________________________________
 BV1331* NAD 83(1986)-  31 06 56.     (N)    088 29 35.     (W)     SCALED    
 BV1331* NAVD 88     -        81.460  (meters)     267.26   (feet)  ADJUSTED  
 BV1331  ___________________________________________________________________
 BV1331  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BV1331  DYNAMIC HT  -          81.357 (meters)     266.92  (feet)  COMP
 BV1331  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 BV1331
 BV1331  VERT ORDER  -  SECOND    CLASS II
 BV1331
 BV1331.The horizontal coordinates were scaled from a topographic map and have
 BV1331.an estimated accuracy of +/- 6 seconds.
 BV1331
 BV1331.The orthometric height was determined by differential leveling
 BV1331.and adjusted in May 1996.
 BV1331
 BV1331.The geoid height was determined by GEOID03.
 BV1331
 BV1331.The dynamic height is computed by dividing the NAVD 88
 BV1331.geopotential number by the normal gravity value computed on the
 BV1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1331.degrees latitude (g = 980.6199 gals.).
 BV1331
 BV1331.The modeled gravity was interpolated from observed gravity values.
 BV1331
 BV1331;                    North         East    Units  Estimated Accuracy
 BV1331;SPC MS E     -   179,140.      332,460.      MT  (+/- 180 meters Scaled)
 BV1331
 BV1331                          SUPERSEDED SURVEY CONTROL
 BV1331
 BV1331  NGVD 29 (??/??/92)   81.451  (m)          267.23   (f) ADJ UNCH    2 2
 BV1331
 BV1331.Superseded values are not recommended for survey control.
 BV1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1331.See file dsdata.txt to determine how the superseded data were derived.
 BV1331
 BV1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV576433(NAD 83)
 BV1331_MARKER: DD = SURVEY DISK
 BV1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1331_STAMPING: BM 63V 57 1975
 BV1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1331+STABILITY: SURFACE MOTION
 BV1331
 BV1331  HISTORY     - Date     Condition        Report By
 BV1331  HISTORY     - 1975     MONUMENTED       MSHD
 BV1331
 BV1331                          STATION DESCRIPTION
 BV1331
 BV1331'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1331'4.2 MI SE FROM LEAKESVILLE.
 BV1331'THE MARK IS LOCATED 4.2 MILES SOUTHEAST OF LEAKESVILLE ON THE
 BV1331'NORTHEAST ROW OF STATE HIGHWAY 63, 1 MILE NORTH OF THE JUNCTION OF
 BV1331'STATE HIGHWAY 594 IN THE SOUTHEAST QUARTER  OF THE SOUTHWEST QUARTER
 BV1331'OF SECTION 21, T 2 N, R 5 W. IT IS 50 FEET NORTHEAST OF THE CENTER OF
 BV1331'HIGHWAY 63, 157 FEET NORTH OF THE CENTER OF A WOODS ROAD, 4.5 FEET
 BV1331'NORTH OF A POWER POLE, 1 FOOT SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH
 BV1331'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1331'4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO
 BV1331'REACH FROM THE COURTHOUSE, IN LEAKESVILLE GO SOUTHEAST ON STATE
 BV1331'HIGHWAY 63 FOR 1.1 MILES TO TH JUNCTION OF STATE HIGHWAY 57. CONTINUE
 BV1331'SOUTHEAST ON STATE HIGHWAY 63 FOR 3.5 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1332 ***********************************************************************
 BV1332  DESIGNATION -  63 V 58
 BV1332  PID         -  BV1332
 BV1332  STATE/COUNTY-  MS/GREENE
 BV1332  USGS QUAD   -  LEAKESVILLE (1972)
 BV1332
 BV1332                         *CURRENT SURVEY CONTROL
 BV1332  ___________________________________________________________________
 BV1332* NAD 83(1986)-  31 07 33.     (N)    088 30 21.     (W)     SCALED    
 BV1332* NAVD 88     -        61.142  (meters)     200.60   (feet)  ADJUSTED  
 BV1332  ___________________________________________________________________
 BV1332  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BV1332  DYNAMIC HT  -          61.065 (meters)     200.34  (feet)  COMP
 BV1332  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 BV1332
 BV1332  VERT ORDER  -  SECOND    CLASS II
 BV1332
 BV1332.The horizontal coordinates were scaled from a topographic map and have
 BV1332.an estimated accuracy of +/- 6 seconds.
 BV1332
 BV1332.The orthometric height was determined by differential leveling
 BV1332.and adjusted in May 1996.
 BV1332
 BV1332.The geoid height was determined by GEOID03.
 BV1332
 BV1332.The dynamic height is computed by dividing the NAVD 88
 BV1332.geopotential number by the normal gravity value computed on the
 BV1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1332.degrees latitude (g = 980.6199 gals.).
 BV1332
 BV1332.The modeled gravity was interpolated from observed gravity values.
 BV1332
 BV1332;                    North         East    Units  Estimated Accuracy
 BV1332;SPC MS E     -   180,270.      331,240.      MT  (+/- 180 meters Scaled)
 BV1332
 BV1332                          SUPERSEDED SURVEY CONTROL
 BV1332
 BV1332  NGVD 29 (??/??/92)   61.134  (m)          200.57   (f) ADJ UNCH    2 2
 BV1332
 BV1332.Superseded values are not recommended for survey control.
 BV1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1332.See file dsdata.txt to determine how the superseded data were derived.
 BV1332
 BV1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV564445(NAD 83)
 BV1332_MARKER: DD = SURVEY DISK
 BV1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1332_STAMPING: BM 63V 58 1975
 BV1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1332+STABILITY: SURFACE MOTION
 BV1332
 BV1332  HISTORY     - Date     Condition        Report By
 BV1332  HISTORY     - 1975     MONUMENTED       MSHD
 BV1332
 BV1332                          STATION DESCRIPTION
 BV1332
 BV1332'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1332'3.2 MI SE FROM LEAKESVILLE.
 BV1332'THE MARK IS LOCATED 3.2 MILES SOUTHEAST OF LEAKESVILLE ON THE
 BV1332'SOUTHEAST ROW OF STATE HIGHWAY 63 NEAR THE WEST CORNER OF A SMALL
 BV1332'CEMENTERY, 2 MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 594 IN
 BV1332'THE NORTHWEST QUARTER OF SECTION 20, T 2 N, R 5W. IT IS 74.5 FEET
 BV1332'NORTHEAST OF THE CENTER OF HIGHWAY 63, 84 FEET EAST OF A POWER POLE,
 BV1332'84 FEET EAST OF A TELEPHONE POLE, 8 FEET WEST OF THE WEST CORNER OF
 BV1332'THE HEAD STONE OF MARGERET W. TURNER, 1.5 FEET SOUTHWEST OF THE WEST
 BV1332'CORNER OF THE CEMETERY, 1 FOOT NORTH OF A METAL WITNESS POST. TO
 BV1332'REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE
 BV1332'HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 57.
 BV1332'CONTINUE SOUTHEAST ON HIGHWAY 63 FOR 2.5 MILES TO THE CEMETERY AND
 BV1332'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1333 ***********************************************************************
 BV1333  DESIGNATION -  63 V 59
 BV1333  PID         -  BV1333
 BV1333  STATE/COUNTY-  MS/GREENE
 BV1333  USGS QUAD   -  LEAKESVILLE (1972)
 BV1333
 BV1333                         *CURRENT SURVEY CONTROL
 BV1333  ___________________________________________________________________
 BV1333* NAD 83(1986)-  31 07 51.     (N)    088 31 07.     (W)     SCALED    
 BV1333* NAVD 88     -        27.283  (meters)      89.51   (feet)  ADJUSTED  
 BV1333  ___________________________________________________________________
 BV1333  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BV1333  DYNAMIC HT  -          27.248 (meters)      89.40  (feet)  COMP
 BV1333  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 BV1333
 BV1333  VERT ORDER  -  SECOND    CLASS II
 BV1333
 BV1333.The horizontal coordinates were scaled from a topographic map and have
 BV1333.an estimated accuracy of +/- 6 seconds.
 BV1333
 BV1333.The orthometric height was determined by differential leveling
 BV1333.and adjusted in May 1996.
 BV1333
 BV1333.The geoid height was determined by GEOID03.
 BV1333
 BV1333.The dynamic height is computed by dividing the NAVD 88
 BV1333.geopotential number by the normal gravity value computed on the
 BV1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1333.degrees latitude (g = 980.6199 gals.).
 BV1333
 BV1333.The modeled gravity was interpolated from observed gravity values.
 BV1333
 BV1333;                    North         East    Units  Estimated Accuracy
 BV1333;SPC MS E     -   180,820.      330,020.      MT  (+/- 180 meters Scaled)
 BV1333
 BV1333                          SUPERSEDED SURVEY CONTROL
 BV1333
 BV1333  NGVD 29 (??/??/92)   27.275  (m)           89.48   (f) ADJ UNCH    2 2
 BV1333
 BV1333.Superseded values are not recommended for survey control.
 BV1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1333.See file dsdata.txt to determine how the superseded data were derived.
 BV1333
 BV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV552450(NAD 83)
 BV1333_MARKER: DD = SURVEY DISK
 BV1333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1333_SP_SET: CULVERT
 BV1333_STAMPING: 63V 59 1975
 BV1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1333
 BV1333  HISTORY     - Date     Condition        Report By
 BV1333  HISTORY     - 1975     MONUMENTED       MSHD
 BV1333
 BV1333                          STATION DESCRIPTION
 BV1333
 BV1333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1333'2.2 MI SE FROM LEAKESVILLE.
 BV1333'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF LEAKESVILLE IN THE
 BV1333'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 12 X 6 FOOT DOUBLE BOX
 BV1333'CULVERT NEAR THE JUNCTION OF A SIDE ROAD LEADING SOUTH, 29 MILES
 BV1333'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 594 IN THE SOUTHEAST
 BV1333'QUARTER OF SECTION 18, T 2 N, R 5 W. IT IS 16.5 FEET NORTHEAST OF THE
 BV1333'CENTER OF HIGHWAY 63, 16.0 FEET NORTHWEST OF THE PROJECTED CENTER OF
 BV1333'A SIDE ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN A DRILL
 BV1333'HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 12 X 6 FOOT
 BV1333'DOUBLE BOX CULVERT AND IS ABOUT ONE HALF FOOT BELOW THE LEVEL OF THE
 BV1333'HIGHWAY. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON
 BV1333'STATE HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 57.
 BV1333'CONTINUE SOUTHEAST ON STATE HIGHWAY 63 FOR 1.6 MILES TO THE MARK ON
 BV1333'THE LEFT JUST BEFORE REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0427 ***********************************************************************
 BH0427  DESIGNATION -  63 V 6 MSHD
 BH0427  PID         -  BH0427
 BH0427  STATE/COUNTY-  MS/JACKSON
 BH0427  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0427
 BH0427                         *CURRENT SURVEY CONTROL
 BH0427  ___________________________________________________________________
 BH0427* NAD 83(1986)-  30 28 18.     (N)    088 32 48.     (W)     SCALED    
 BH0427* NAVD 88     -         2.28   (+/-2cm)       7.5    (feet)  VERTCON   
 BH0427  ___________________________________________________________________
 BH0427  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0427  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0427
 BH0427.The horizontal coordinates were scaled from a topographic map and have
 BH0427.an estimated accuracy of +/- 6 seconds.
 BH0427
 BH0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0427.The vertical order pertains to the NGVD 29 superseded value.
 BH0427
 BH0427.The geoid height was determined by GEOID03.
 BH0427
 BH0427;                    North         East    Units  Estimated Accuracy
 BH0427;SPC MS E     -   107,740.      327,530.      MT  (+/- 180 meters Scaled)
 BH0427
 BH0427                          SUPERSEDED SURVEY CONTROL
 BH0427
 BH0427  NGVD 29 (??/??/??)    2.233  (m)            7.33   (f) ADJUSTED    2 2
 BH0427
 BH0427.Superseded values are not recommended for survey control.
 BH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0427.See file dsdata.txt to determine how the superseded data were derived.
 BH0427
 BH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU515720(NAD 83)
 BH0427_MARKER: DD = SURVEY DISK
 BH0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0427_SP_SET: CULVERT
 BH0427_STAMPING: BM 63V 6 1973
 BH0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0427
 BH0427  HISTORY     - Date     Condition        Report By
 BH0427  HISTORY     - 1973     MONUMENTED       MSHD
 BH0427
 BH0427                          STATION DESCRIPTION
 BH0427
 BH0427'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0427'2.3 MI N FROM ESCATAWPA.
 BH0427'THE MARK IS LOCATED 2.3 MILES NORTH OF THE CROSSING OF I-10 AT
 BH0427'ESCATAWPA, 0.45 MILE SOUTH OF THE FOUR MILE CREEK BAPTIST CHURCH IN
 BH0427'THE NORTH END OF THE WEST HEADWALL OF A 3X3 FOOT BOX CULVERT UNDER
 BH0427'HIGHWAY 63 IN THE NE CORNER OF SECTION 1, T 7S, R 6W.  IT IS 21 FEET
 BH0427'WEST OF THE CENTER OF HIGHWAY 63, 100 FEET SW OF POWER POLE NO. 37,
 BH0427'121.5 FEET NW OF POWER POLE NO. 36 1/2, 1 FOOT SOUTH OF A METAL
 BH0427'WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE WEST HEADWALL
 BH0427'OF A 3X3 FOOT BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 BH0427'HIGHWAY.  TO REACH FROM THE TWIN CITIES BANK AND POST OFFICE AT
 BH0427'ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 0.7 MILE TO A SIDE ROAD
 BH0427'RIGHT AND A TRAFFICE LIGHT.  CONTINUE NORTH ON STATE HIGHWAY 63 FOR
 BH0427'1.35 MILES TO THE CULVERT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1334 ***********************************************************************
 BV1334  DESIGNATION -  63 V 60
 BV1334  PID         -  BV1334
 BV1334  STATE/COUNTY-  MS/GREENE
 BV1334  USGS QUAD   -  LEAKESVILLE (1972)
 BV1334
 BV1334                         *CURRENT SURVEY CONTROL
 BV1334  ___________________________________________________________________
 BV1334* NAD 83(1986)-  31 08 33.     (N)    088 31 54.     (W)     SCALED    
 BV1334* NAVD 88     -        26.066  (meters)      85.52   (feet)  ADJUSTED  
 BV1334  ___________________________________________________________________
 BV1334  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BV1334  DYNAMIC HT  -          26.033 (meters)      85.41  (feet)  COMP
 BV1334  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 BV1334
 BV1334  VERT ORDER  -  SECOND    CLASS II
 BV1334
 BV1334.The horizontal coordinates were scaled from a topographic map and have
 BV1334.an estimated accuracy of +/- 6 seconds.
 BV1334
 BV1334.The orthometric height was determined by differential leveling
 BV1334.and adjusted in May 1996.
 BV1334
 BV1334.The geoid height was determined by GEOID03.
 BV1334
 BV1334.The dynamic height is computed by dividing the NAVD 88
 BV1334.geopotential number by the normal gravity value computed on the
 BV1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1334.degrees latitude (g = 980.6199 gals.).
 BV1334
 BV1334.The modeled gravity was interpolated from observed gravity values.
 BV1334
 BV1334;                    North         East    Units  Estimated Accuracy
 BV1334;SPC MS E     -   182,110.      328,770.      MT  (+/- 180 meters Scaled)
 BV1334
 BV1334                          SUPERSEDED SURVEY CONTROL
 BV1334
 BV1334  NGVD 29 (??/??/92)   26.059  (m)           85.50   (f) ADJ UNCH    2 2
 BV1334
 BV1334.Superseded values are not recommended for survey control.
 BV1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1334.See file dsdata.txt to determine how the superseded data were derived.
 BV1334
 BV1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV539464(NAD 83)
 BV1334_MARKER: DD = SURVEY DISK
 BV1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1334_STAMPING: BM63 V 60 1975
 BV1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1334+STABILITY: SURFACE MOTION
 BV1334
 BV1334  HISTORY     - Date     Condition        Report By
 BV1334  HISTORY     - 1975     MONUMENTED       MSHD
 BV1334
 BV1334                          STATION DESCRIPTION
 BV1334
 BV1334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1334'1.3 MI SE FROM LEAKESVILLE.
 BV1334'THE MARK IS LOCATED 1.3 MILES SOUTHEAST OF LEAKESVILLE IN THE
 BV1334'NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 6O AND A BLACK TOP
 BV1334'ROAD LEADING TO A SCHOOL WITH A GRAVELED ROAD LEADING NORTH IN THE
 BV1334'SOUTHWEST QUARTER OF SECTION 7, T 2 N, R 5 W. IT IS 146 FEET
 BV1334'NORTHEAST OF THE CENTER OF HIGHWAY 63, 41 FEET WEST OF THE CENTER OF
 BV1334'A BLACK TOP ROAD, 20 FEET EAST-NORTHEAST OF THE CENTER OF A DIRT
 BV1334'ROAD, 2 FEET NORTHEAST OF  POWER POLE , 1 FOOT SOUTHWEST OF A
 BV1334'TELEPHONE POLE, 11.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 BV1334'NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1334'POST ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 BV1334'THE GROUND. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST
 BV1334'ON STATE HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 57.
 BV1334'CONTINUE SOUTHEAST ON STATE HIGHWAY 63 FOR 0.5 MILE TO A SIDE ROAD
 BV1334'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1336 ***********************************************************************
 BV1336  DESIGNATION -  63 V 61
 BV1336  PID         -  BV1336
 BV1336  STATE/COUNTY-  MS/GREENE
 BV1336  USGS QUAD   -  LEAKESVILLE (1972)
 BV1336
 BV1336                         *CURRENT SURVEY CONTROL
 BV1336  ___________________________________________________________________
 BV1336* NAD 83(1986)-  31 09 26.     (N)    088 33 29.     (W)     SCALED    
 BV1336* NAVD 88     -        33.054  (meters)     108.44   (feet)  ADJUSTED  
 BV1336  ___________________________________________________________________
 BV1336  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV1336  DYNAMIC HT  -          33.013 (meters)     108.31  (feet)  COMP
 BV1336  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 BV1336
 BV1336  VERT ORDER  -  SECOND    CLASS II
 BV1336
 BV1336.The horizontal coordinates were scaled from a topographic map and have
 BV1336.an estimated accuracy of +/- 6 seconds.
 BV1336
 BV1336.The orthometric height was determined by differential leveling
 BV1336.and adjusted in May 1996.
 BV1336
 BV1336.The geoid height was determined by GEOID03.
 BV1336
 BV1336.The dynamic height is computed by dividing the NAVD 88
 BV1336.geopotential number by the normal gravity value computed on the
 BV1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1336.degrees latitude (g = 980.6199 gals.).
 BV1336
 BV1336.The modeled gravity was interpolated from observed gravity values.
 BV1336
 BV1336;                    North         East    Units  Estimated Accuracy
 BV1336;SPC MS E     -   183,740.      326,250.      MT  (+/- 180 meters Scaled)
 BV1336
 BV1336                          SUPERSEDED SURVEY CONTROL
 BV1336
 BV1336  NGVD 29 (??/??/92)   33.047  (m)          108.42   (f) ADJ UNCH    2 2
 BV1336
 BV1336.Superseded values are not recommended for survey control.
 BV1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1336.See file dsdata.txt to determine how the superseded data were derived.
 BV1336
 BV1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV514480(NAD 83)
 BV1336_MARKER: DD = SURVEY DISK
 BV1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1336_STAMPING: BM 63V 61 1975
 BV1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1336+STABILITY: SURFACE MOTION
 BV1336
 BV1336  HISTORY     - Date     Condition        Report By
 BV1336  HISTORY     - 1975     MONUMENTED       MSHD
 BV1336
 BV1336                          STATION DESCRIPTION
 BV1336
 BV1336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1336'0.5 MI NW FROM LEAKESVILLE.
 BV1336'THE MARK IS LOCATED 0.5 MILE NORTHWEST OF LEAKESVILLE BY  A POWER
 BV1336'POLE ON THE WEST SIDE OF A POWER SUB-STATION, 0.1 MILE EAST OF THE
 BV1336'JUNCTION OF STATE HIGHWAY 57 AND 63, IN THE SOUTHWEST QUARTER OF THE
 BV1336'SOUTHEAST QUARTER OF SECTION 2, T 2 N, R 6 W. IT IS 63 FEET NORTH OF
 BV1336'THE CENTER OF HIGHWAY 63, 30 FEET EAST OF THE CENTER OF A BLACK TOP
 BV1336'STREET, 14 FEET NORTH OF THE SOUTHWEST CORNER OF A CYCLONE FENCE
 BV1336'AROUND THE EAST ONE OF TWO POWER SUB- STATION, 2.5 FEET WEST OF A
 BV1336'FENCE, 1 FOOT SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 BV1336'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BV1336'HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE COURTHOUSE
 BV1336'LEAKESVILLE GO NORTHWEST ON STATE HIGHWAY 63 FOR 0.5 MILE TO THE MARK
 BV1336'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1337 ***********************************************************************
 BV1337  DESIGNATION -  63 V 62
 BV1337  PID         -  BV1337
 BV1337  STATE/COUNTY-  MS/GREENE
 BV1337  USGS QUAD   -  LEAKESVILLE (1972)
 BV1337
 BV1337                         *CURRENT SURVEY CONTROL
 BV1337  ___________________________________________________________________
 BV1337* NAD 83(1986)-  31 09 51.     (N)    088 34 12.     (W)     SCALED    
 BV1337* NAVD 88     -        49.630  (meters)     162.83   (feet)  ADJUSTED  
 BV1337  ___________________________________________________________________
 BV1337  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BV1337  DYNAMIC HT  -          49.568 (meters)     162.62  (feet)  COMP
 BV1337  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 BV1337
 BV1337  VERT ORDER  -  SECOND    CLASS II
 BV1337
 BV1337.The horizontal coordinates were scaled from a topographic map and have
 BV1337.an estimated accuracy of +/- 6 seconds.
 BV1337
 BV1337.The orthometric height was determined by differential leveling
 BV1337.and adjusted in May 1996.
 BV1337
 BV1337.The geoid height was determined by GEOID03.
 BV1337
 BV1337.The dynamic height is computed by dividing the NAVD 88
 BV1337.geopotential number by the normal gravity value computed on the
 BV1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1337.degrees latitude (g = 980.6199 gals.).
 BV1337
 BV1337.The modeled gravity was interpolated from observed gravity values.
 BV1337
 BV1337;                    North         East    Units  Estimated Accuracy
 BV1337;SPC MS E     -   184,510.      325,110.      MT  (+/- 180 meters Scaled)
 BV1337
 BV1337                          SUPERSEDED SURVEY CONTROL
 BV1337
 BV1337  NGVD 29 (??/??/92)   49.622  (m)          162.80   (f) ADJ UNCH    2 2
 BV1337
 BV1337.Superseded values are not recommended for survey control.
 BV1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1337.See file dsdata.txt to determine how the superseded data were derived.
 BV1337
 BV1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV503488(NAD 83)
 BV1337_MARKER: DD = SURVEY DISK
 BV1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1337_STAMPING: BM 63V 62 1975
 BV1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1337+STABILITY: SURFACE MOTION
 BV1337
 BV1337  HISTORY     - Date     Condition        Report By
 BV1337  HISTORY     - 1975     MONUMENTED       MSHD
 BV1337
 BV1337                          STATION DESCRIPTION
 BV1337
 BV1337'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1337'1.5 MI NW FROM LEAKESVILLE.
 BV1337'THE MARK IS LOCATED 1.5 MILES NORTHWEST OF LEAKESVILLE ON THE  NORTH
 BV1337'ROW OF STATE HIGHWAY 63 AT THE WEST EDGE OF THE CORPORATE LIMITS IN
 BV1337'THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, T 2 N, R
 BV1337'6 W. IT IS 38.5 FEET NORTH OF THE CENTER OF HIGHWAY 68, 82 FEET
 BV1337'EAST-NORTHEAST OF A POWER POLE, 1.5 FEET SOUTH OF A 'T' FENCE CORNER
 BV1337'AT THE WEST END OF A CYCLONE FENCE, 1 FOOT NORTHWEST OF A METAL
 BV1337'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 BV1337'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. 0.6 MILE TO THE
 BV1337'JUNCTION OF STATE HIGHWAY 57. CONTINUE NORTHWEST ON STATE HIGHWAY 63
 BV1337'FOR 0.8 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0421 ***********************************************************************
 BH0421  DESIGNATION -  63 V 7 MSHD
 BH0421  PID         -  BH0421
 BH0421  STATE/COUNTY-  MS/JACKSON
 BH0421  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0421
 BH0421                         *CURRENT SURVEY CONTROL
 BH0421  ___________________________________________________________________
 BH0421* NAD 83(1986)-  30 29 28.     (N)    088 33 15.     (W)     SCALED    
 BH0421* NAVD 88     -         5.05   (+/-2cm)      16.6    (feet)  VERTCON   
 BH0421  ___________________________________________________________________
 BH0421  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0421  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0421
 BH0421.The horizontal coordinates were scaled from a topographic map and have
 BH0421.an estimated accuracy of +/- 6 seconds.
 BH0421
 BH0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0421.The vertical order pertains to the NGVD 29 superseded value.
 BH0421
 BH0421.The geoid height was determined by GEOID03.
 BH0421
 BH0421;                    North         East    Units  Estimated Accuracy
 BH0421;SPC MS E     -   109,900.      326,800.      MT  (+/- 180 meters Scaled)
 BH0421
 BH0421                          SUPERSEDED SURVEY CONTROL
 BH0421
 BH0421  NGVD 29 (??/??/??)    5.005  (m)           16.42   (f) ADJUSTED    2 2
 BH0421
 BH0421.Superseded values are not recommended for survey control.
 BH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0421.See file dsdata.txt to determine how the superseded data were derived.
 BH0421
 BH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU508742(NAD 83)
 BH0421_MARKER: DD = SURVEY DISK
 BH0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0421_SP_SET: FOOTING
 BH0421_STAMPING: BM 63V 7 1973
 BH0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0421+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BH0421
 BH0421  HISTORY     - Date     Condition        Report By
 BH0421  HISTORY     - 1973     MONUMENTED       MSHD
 BH0421  HISTORY     - 20080201 GOOD             MSDOT
 BH0421
 BH0421                          STATION DESCRIPTION
 BH0421
 BH0421'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0421'3.8 MI N FROM ESCATAWPA.
 BH0421'THE MARK IS LOCATED 3.8 MILES NORTH OF THE CROSSING OF I-10 AT
 BH0421'ESCATAWPA IN THE SOUTH CORNER OF THE CONCRETE FOOTING FOR THE SW LEG
 BH0421'OF THE ESCATAWPA WATER TANK, 2.6 MILES SOUTH OF THE JUNCTION OF STATE
 BH0421'HIGHWAY 613 AND 63, 1.05 MILES NORTH OF THE FOUR MILE CREEK BAPTIST
 BH0421'CHURCH IN THE NW 1/4 OF THE SE 1/4 OF SECTION 26, T 6S, R 6W.  IT IS
 BH0421'116 FEET WEST OF THE CENTER OF HIGHWAY 63, 25 FEET NORTH OF THE CENTER
 BH0421'OF A SHELL ROAD, 91 FEET WEST OF POWER POLE NO. 57 1/2, 11 FEET NORTH
 BH0421'OF A FENCE, 48.5 FEET WEST OF THE CENTER OF THE PUMP, 33.5 FEET ENE OF
 BH0421'THE NW CORNER OF THE CYCLONE FENCE AROUND THE TANK SET IN A DRILL HOLE
 BH0421'IN THE SOUTH CORNER OF THE CONCRETE FOOTING FOR THE SW LEG OF THE TANK
 BH0421'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 10 INCHES. TO REACH FROM THE
 BH0421'TWIN CITIES BANK AND POST OFFICE AT ESCATAWPA GO NORTH ON STATE
 BH0421'HIGHWAY 63 FOR 3.6 MILES TO THE TANK AND THE MARK ON THE LEFT.
 BH0421
 BH0421                          STATION RECOVERY (2008)
 BH0421
 BH0421'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0593 ***********************************************************************
 BH0593  DESIGNATION -  63 V 8 MSHD
 BH0593  PID         -  BH0593
 BH0593  STATE/COUNTY-  MS/JACKSON
 BH0593  USGS QUAD   -  THREE RIVERS (1982)
 BH0593
 BH0593                         *CURRENT SURVEY CONTROL
 BH0593  ___________________________________________________________________
 BH0593* NAD 83(1986)-  30 30 04.     (N)    088 33 12.     (W)     SCALED    
 BH0593* NAVD 88     -         4.46   (+/-2cm)      14.6    (feet)  VERTCON   
 BH0593  ___________________________________________________________________
 BH0593  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH0593  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0593
 BH0593.The horizontal coordinates were scaled from a topographic map and have
 BH0593.an estimated accuracy of +/- 6 seconds.
 BH0593
 BH0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0593.The vertical order pertains to the NGVD 29 superseded value.
 BH0593
 BH0593.The geoid height was determined by GEOID03.
 BH0593
 BH0593;                    North         East    Units  Estimated Accuracy
 BH0593;SPC MS E     -   111,000.      326,880.      MT  (+/- 180 meters Scaled)
 BH0593
 BH0593                          SUPERSEDED SURVEY CONTROL
 BH0593
 BH0593  NGVD 29 (??/??/??)    4.416  (m)           14.49   (f) ADJUSTED    2 2
 BH0593
 BH0593.Superseded values are not recommended for survey control.
 BH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0593.See file dsdata.txt to determine how the superseded data were derived.
 BH0593
 BH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU509753(NAD 83)
 BH0593_MARKER: DD = SURVEY DISK
 BH0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0593_STAMPING: BM 63V 8 1973
 BH0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0593+STABILITY: SURFACE MOTION
 BH0593
 BH0593  HISTORY     - Date     Condition        Report By
 BH0593  HISTORY     - 1973     MONUMENTED       MSHD
 BH0593
 BH0593                          STATION DESCRIPTION
 BH0593
 BH0593'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0593'4.5 MI N FROM ESCATAWPA.
 BH0593'THE MARK IS LOCATED 4.5 MILES NORTH OF THE CROSSING OF I-10 AT
 BH0593'ESCATAWPA BY A POWER POLE AT THE RESIDENCE OF MRS. MARK R. ROGERS ON
 BH0593'THE NORTH SIDE OF HALES GROCERY, 1.8 MILES SOUTH OF THE JUNCTION OF
 BH0593'STATE HIGHWAY 613 AND 63.  IT IS 198.5 FEET SE OF THE CENTER OF
 BH0593'HIGHWAY 63, 127 FEET NE OF THE CENTER OF A BLACK TOP STREET, 51 FEET
 BH0593'SE OF THE EAST CORNER OF A GREY ASBESTOS SIDING HOUSE, 9.5 FEET EAST
 BH0593'OF THE EAST CORNER OF A SMALL METAL STORAGE HOUSE, 45.5 FEET NE OF A
 BH0593'POWER POLE WITH A TRANSFORMER, 2 FEET SOUTH OF A POWER POLE WITH GUY
 BH0593'WIRES, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL
 BH0593'WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE TWIN
 BH0593'CITIES BANK AND POST OFFICE AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63
 BH0593'FOR 4.1 MILES TO THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD AND
 BH0593'HALES GROCERY ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0594 ***********************************************************************
 BH0594  DESIGNATION -  63 V 9 MSHD
 BH0594  PID         -  BH0594
 BH0594  STATE/COUNTY-  MS/JACKSON
 BH0594  USGS QUAD   -  THREE RIVERS (1982)
 BH0594
 BH0594                         *CURRENT SURVEY CONTROL
 BH0594  ___________________________________________________________________
 BH0594* NAD 83(1986)-  30 30 36.     (N)    088 33 02.     (W)     SCALED    
 BH0594* NAVD 88     -         5.45   (+/-2cm)      17.9    (feet)  VERTCON   
 BH0594  ___________________________________________________________________
 BH0594  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH0594  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0594
 BH0594.The horizontal coordinates were scaled from a topographic map and have
 BH0594.an estimated accuracy of +/- 6 seconds.
 BH0594
 BH0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0594.The vertical order pertains to the NGVD 29 superseded value.
 BH0594
 BH0594.The geoid height was determined by GEOID03.
 BH0594
 BH0594;                    North         East    Units  Estimated Accuracy
 BH0594;SPC MS E     -   111,990.      327,140.      MT  (+/- 180 meters Scaled)
 BH0594
 BH0594                          SUPERSEDED SURVEY CONTROL
 BH0594
 BH0594  NGVD 29 (??/??/??)    5.413  (m)           17.76   (f) ADJUSTED    2 2
 BH0594
 BH0594.Superseded values are not recommended for survey control.
 BH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0594.See file dsdata.txt to determine how the superseded data were derived.
 BH0594
 BH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU512763(NAD 83)
 BH0594_MARKER: DD = SURVEY DISK
 BH0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0594_SP_SET: FLOOR
 BH0594_STAMPING: BM 63V 9 1973
 BH0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0594
 BH0594  HISTORY     - Date     Condition        Report By
 BH0594  HISTORY     - 1973     MONUMENTED       MSHD
 BH0594
 BH0594                          STATION DESCRIPTION
 BH0594
 BH0594'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0594'5.2 MI N FROM ESCATAWPA.
 BH0594'THE STATION IS LOCATED 5.2 MILES NORTH OF THE CROSSING OF I-10 AT
 BH0594'ESCATAWPA IN THE NE EDGE OF THE CONCRETE FLOOR AT THE ENTRANCE TO THE
 BH0594'WILSON SPRINGS UNITED METHODIST CHURCH, 1.15 MILES SOUTH OF THE
 BH0594'JUNCTION OF STATE HIGHWAY 613 AND 63, 9 MILES SOUTH OF WADE.  IT IS
 BH0594'105.5 FEET WEST OF THE CENTER OF HIGHWAY 63, 39 FEET NORTH OF THE
 BH0594'CENTER OF A DRIVEWAY, 11.4 FEET SOUTH OF THE NE CORNER OF THE
 BH0594'AUDITORIUM OF THE CHURCH, 3.4 FEET NORTH OF THE CENTER OF THE ENTRANCE
 BH0594'TO THE CHURCH, 0.35 FEET SOUTH OF THE SOUTH END OF A CONCRETE BLOCK
 BH0594'WALL AT THE ENTRANCE TO THE CHURCH SET IN A DRILL HOLE IN THE NE
 BH0594'CORNER OF THE CONCRETE FLOOR OF THE PORCH AT THE ENTRANCE TO THE
 BH0594'CHURCH AND IS ABOUT 5 INCHES ABOVE THE GROUND.  TO REACH FROM THE TWIN
 BH0594'CITIES BANK AND POST OFFICE AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63
 BH0594'FOR 4.8 MILES TO THE CHURCH AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0478 ***********************************************************************
 EH0478  DESIGNATION -  63/64 REF
 EH0478  PID         -  EH0478
 EH0478  STATE/COUNTY-  MS/COAHOMA
 EH0478  USGS QUAD   -  MOON LAKE (1964)
 EH0478
 EH0478                         *CURRENT SURVEY CONTROL
 EH0478  ___________________________________________________________________
 EH0478* NAD 83(1986)-  34 25 14.     (N)    090 33 38.     (W)     SCALED    
 EH0478* NAVD 88     -        53.278  (meters)     174.80   (feet)  ADJUSTED  
 EH0478  ___________________________________________________________________
 EH0478  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0478  DYNAMIC HT  -          53.226 (meters)     174.63  (feet)  COMP
 EH0478  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EH0478
 EH0478  VERT ORDER  -  FIRST     CLASS II
 EH0478
 EH0478.The horizontal coordinates were scaled from a topographic map and have
 EH0478.an estimated accuracy of +/- 6 seconds.
 EH0478
 EH0478.The orthometric height was determined by differential leveling
 EH0478.and adjusted in June 1991.
 EH0478
 EH0478.The geoid height was determined by GEOID03.
 EH0478
 EH0478.The dynamic height is computed by dividing the NAVD 88
 EH0478.geopotential number by the normal gravity value computed on the
 EH0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0478.degrees latitude (g = 980.6199 gals.).
 EH0478
 EH0478.The modeled gravity was interpolated from observed gravity values.
 EH0478
 EH0478;                    North         East    Units  Estimated Accuracy
 EH0478;SPC MS W     -   545,620.      679,110.      MT  (+/- 180 meters Scaled)
 EH0478
 EH0478                          SUPERSEDED SURVEY CONTROL
 EH0478
 EH0478  NGVD 29 (??/??/??)   53.331  (m)          174.97   (f) ADJUSTED    1 2
 EH0478
 EH0478.Superseded values are not recommended for survey control.
 EH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0478.See file dsdata.txt to determine how the superseded data were derived.
 EH0478
 EH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU241114(NAD 83)
 EH0478_MARKER: DD = SURVEY DISK
 EH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0478+STABILITY: SURFACE MOTION
 EH0478
 EH0478  HISTORY     - Date     Condition        Report By
 EH0478  HISTORY     - UNK      MONUMENTED       DOD
 EH0478  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0478  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0478
 EH0478                          STATION DESCRIPTION
 EH0478
 EH0478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0478'5.9 MI NE FROM FRIARS POINT.
 EH0478'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE MARK IS LOCATED ABOUT
 EH0478'5.9 MILES NE ALONG THE MISSISSIPPI RIVER LEVEE FROM THE WATER TOWER AT
 EH0478'FRIARS POINT ON THE OUTSIDE OF A CURVE IN LEVEE, 244 FEET EAST OF THE
 EH0478'CENTER OF TOP OF LEVEE, 478 FEET SSE OF BM 63/64 (USE), BETWEEN TWO 24
 EH0478'INCH IRON PIPES PROJECTING 3 FEET AND IS A DISK IN THE TOP OF A
 EH0478'CONCRETE POST PROJECTING 2 INCHES.
 EH0478
 EH0478                          STATION RECOVERY (1974)
 EH0478
 EH0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0477 ***********************************************************************
 EH0477  DESIGNATION -  63/64 RESET
 EH0477  PID         -  EH0477
 EH0477  STATE/COUNTY-  MS/COAHOMA
 EH0477  USGS QUAD   -  MOON LAKE (1964)
 EH0477
 EH0477                         *CURRENT SURVEY CONTROL
 EH0477  ___________________________________________________________________
 EH0477* NAD 83(1986)-  34 25 16.     (N)    090 33 37.     (W)     SCALED    
 EH0477* NAVD 88     -        53.48   (+/-2cm)     175.5    (feet)  VERTCON   
 EH0477  ___________________________________________________________________
 EH0477  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0477  VERT ORDER  -  THIRD (See Below)
 EH0477
 EH0477.The horizontal coordinates were scaled from a topographic map and have
 EH0477.an estimated accuracy of +/- 6 seconds.
 EH0477
 EH0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0477.The vertical order pertains to the NGVD 29 superseded value.
 EH0477
 EH0477.The geoid height was determined by GEOID03.
 EH0477
 EH0477;                    North         East    Units  Estimated Accuracy
 EH0477;SPC MS W     -   545,680.      679,140.      MT  (+/- 180 meters Scaled)
 EH0477
 EH0477                          SUPERSEDED SURVEY CONTROL
 EH0477
 EH0477  NGVD 29 (??/??/??)   53.53   (m)          175.6    (f) RESET       3  
 EH0477
 EH0477.Superseded values are not recommended for survey control.
 EH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0477.See file dsdata.txt to determine how the superseded data were derived.
 EH0477
 EH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU242115(NAD 83)
 EH0477_MARKER: DD = SURVEY DISK
 EH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0477+STABILITY: SURFACE MOTION
 EH0477
 EH0477  HISTORY     - Date     Condition        Report By
 EH0477  HISTORY     - UNK      MONUMENTED       DOD
 EH0477  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0477  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0477
 EH0477                          STATION DESCRIPTION
 EH0477
 EH0477'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0477'6 MI NE FROM FRIARS POINT.
 EH0477'THE MARK IS LOCATED ABOUT 6 MILES NE ALONG THE MISSISSIPPI RIVER LEVEE
 EH0477'FROM THE WATER TOWER AT FRIAR POINT, ON THE INSIDE OF A CURVE IN LEVEE
 EH0477'EXTENDING NE AND SOUTH, 238 FEET ENE OF MILE POST 63/64, 253 FEET ENE
 EH0477'OF CENTER OF TOP OF LEVEE, 478 FEET NNW OF REF 63/64 (USE), 250 FEET
 EH0477'SE OF CENTER OF TOP OF LEVEE ON TOP OF NE TANGENT OF LEVEE, AND IS A
 EH0477'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES UNDERGROUND.
 EH0477
 EH0477                          STATION RECOVERY (1974)
 EH0477
 EH0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0095 ***********************************************************************
 CP0095  DESIGNATION -  64 ADP
 CP0095  PID         -  CP0095
 CP0095  STATE/COUNTY-  MS/YAZOO
 CP0095  USGS QUAD   -  FLORA (1988)
 CP0095
 CP0095                         *CURRENT SURVEY CONTROL
 CP0095  ___________________________________________________________________
 CP0095* NAD 83(1986)-  32 36 12.     (N)    090 21 51.     (W)     SCALED    
 CP0095* NAVD 88     -        50.983  (meters)     167.27   (feet)  ADJUSTED  
 CP0095  ___________________________________________________________________
 CP0095  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CP0095  DYNAMIC HT  -          50.926 (meters)     167.08  (feet)  COMP
 CP0095  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CP0095
 CP0095  VERT ORDER  -  SECOND    CLASS 0
 CP0095
 CP0095.The horizontal coordinates were scaled from a topographic map and have
 CP0095.an estimated accuracy of +/- 6 seconds.
 CP0095
 CP0095.The orthometric height was determined by differential leveling
 CP0095.and adjusted in June 1991.
 CP0095
 CP0095.The geoid height was determined by GEOID03.
 CP0095
 CP0095.The dynamic height is computed by dividing the NAVD 88
 CP0095.geopotential number by the normal gravity value computed on the
 CP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0095.degrees latitude (g = 980.6199 gals.).
 CP0095
 CP0095.The modeled gravity was interpolated from observed gravity values.
 CP0095
 CP0095;                    North         East    Units  Estimated Accuracy
 CP0095;SPC MS W     -   344,050.      697,110.      MT  (+/- 180 meters Scaled)
 CP0095
 CP0095                          SUPERSEDED SURVEY CONTROL
 CP0095
 CP0095  NGVD 29 (??/??/92)   51.064  (m)          167.53   (f) ADJ UNCH    2 0
 CP0095
 CP0095.Superseded values are not recommended for survey control.
 CP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0095.See file dsdata.txt to determine how the superseded data were derived.
 CP0095
 CP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS473103(NAD 83)
 CP0095_MARKER: DD = SURVEY DISK
 CP0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0095_SP_SET: ABUTMENT
 CP0095_STAMPING: 64 ADP
 CP0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0095
 CP0095  HISTORY     - Date     Condition        Report By
 CP0095  HISTORY     - UNK      MONUMENTED       USGS
 CP0095  HISTORY     - 1966     GOOD             MSHD
 CP0095  HISTORY     - 19991223 MARK NOT FOUND   NGS
 CP0095
 CP0095                          STATION DESCRIPTION
 CP0095
 CP0095'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0095'2.5 MI SW FROM BENTONIA.
 CP0095'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0095'433 FOR 0.25 MILES TO THE INTERSECTION OF HIGHWAY 49, TURN LEFT AND GO
 CP0095'2.7 MILES TO THE CONCRETE BRIDGE OVER BIG BLACK RIVER AND THE MARK ON
 CP0095'THE LEFT IN THE NORTHEAST ABUTMENT OF THE BRIDGE.  NOTE-- IT IS 15
 CP0095'FEET NORTHEAST OF THE CENTER OF HIGHWAY 49.
 CP0095
 CP0095                          STATION RECOVERY (1999)
 CP0095
 CP0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0095'BRIDGE CITED IS GONE, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0480 ***********************************************************************
 EH0480  DESIGNATION -  64/65
 EH0480  PID         -  EH0480
 EH0480  STATE/COUNTY-  MS/COAHOMA
 EH0480  USGS QUAD   -  MOON LAKE (1964)
 EH0480
 EH0480                         *CURRENT SURVEY CONTROL
 EH0480  ___________________________________________________________________
 EH0480* NAD 83(1986)-  34 24 38.     (N)    090 34 15.     (W)     SCALED    
 EH0480* NAVD 88     -        54.186  (meters)     177.78   (feet)  ADJUSTED  
 EH0480  ___________________________________________________________________
 EH0480  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0480  DYNAMIC HT  -          54.133 (meters)     177.60  (feet)  COMP
 EH0480  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 EH0480
 EH0480  VERT ORDER  -  FIRST     CLASS I
 EH0480
 EH0480.The horizontal coordinates were scaled from a topographic map and have
 EH0480.an estimated accuracy of +/- 6 seconds.
 EH0480
 EH0480.The orthometric height was determined by differential leveling
 EH0480.and adjusted in June 1991.
 EH0480
 EH0480.The geoid height was determined by GEOID03.
 EH0480
 EH0480.The dynamic height is computed by dividing the NAVD 88
 EH0480.geopotential number by the normal gravity value computed on the
 EH0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0480.degrees latitude (g = 980.6199 gals.).
 EH0480
 EH0480.The modeled gravity was interpolated from observed gravity values.
 EH0480
 EH0480;                    North         East    Units  Estimated Accuracy
 EH0480;SPC MS W     -   544,510.      678,170.      MT  (+/- 180 meters Scaled)
 EH0480
 EH0480                          SUPERSEDED SURVEY CONTROL
 EH0480
 EH0480  NGVD 29 (??/??/??)   54.233  (m)          177.93   (f) ADJUSTED    1 1
 EH0480
 EH0480.Superseded values are not recommended for survey control.
 EH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0480.See file dsdata.txt to determine how the superseded data were derived.
 EH0480
 EH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU232103(NAD 83)
 EH0480_MARKER: DD = SURVEY DISK
 EH0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0480_STAMPING: BM 64/65
 EH0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0480+STABILITY: SURFACE MOTION
 EH0480
 EH0480  HISTORY     - Date     Condition        Report By
 EH0480  HISTORY     - UNK      MONUMENTED       DOD
 EH0480  HISTORY     - 1974     GOOD             NGS
 EH0480  HISTORY     - 19920123 MARK NOT FOUND   NGS
 EH0480
 EH0480                          STATION DESCRIPTION
 EH0480
 EH0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0480'5.25 MI NE FROM FRIARS POINT.
 EH0480'ABOUT 4.50 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0480'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.60 MILE NORTHEAST
 EH0480'ALONG STATE HIGHWAY 1, THENCE 0.15 MILE SOUTHWEST ALONG A PAVED ROAD,
 EH0480'ABOUT 800 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD,
 EH0480'ABOUT 228 FEET EAST OF THE CENTER OF THE TOP OF THE LEVEE, ABOUT 216
 EH0480'FEET EAST OF MILEPOST 64/65, ABOUT 52 FEET SOUTHEAST OF THE PROJECTION
 EH0480'OF A ROW OF POWER POLES LEADING NORTHEAST, AND IN THE TOP OF A
 EH0480'CONCRETE POST 0.1 FOOT BELOW LEVEL OF THE GROUND.  1/4, SEC 2 ,T 29N,
 EH0480'R 4W.
 EH0480
 EH0480                          STATION RECOVERY (1992)
 EH0480
 EH0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0480'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0481 ***********************************************************************
 EH0481  DESIGNATION -  64/65 RM
 EH0481  PID         -  EH0481
 EH0481  STATE/COUNTY-  MS/COAHOMA
 EH0481  USGS QUAD   -  MOON LAKE (1964)
 EH0481
 EH0481                         *CURRENT SURVEY CONTROL
 EH0481  ___________________________________________________________________
 EH0481* NAD 83(1986)-  34 24 30.     (N)    090 34 18.     (W)     SCALED    
 EH0481* NAVD 88     -        54.199  (meters)     177.82   (feet)  ADJUSTED  
 EH0481  ___________________________________________________________________
 EH0481  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0481  DYNAMIC HT  -          54.147 (meters)     177.65  (feet)  COMP
 EH0481  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EH0481
 EH0481  VERT ORDER  -  FIRST     CLASS I
 EH0481
 EH0481.The horizontal coordinates were scaled from a topographic map and have
 EH0481.an estimated accuracy of +/- 6 seconds.
 EH0481
 EH0481.The orthometric height was determined by differential leveling
 EH0481.and adjusted in July 1994.
 EH0481.WARNING-Repeat measurements at this control monument indicate possible
 EH0481.vertical movement.
 EH0481
 EH0481.The geoid height was determined by GEOID03.
 EH0481
 EH0481.The dynamic height is computed by dividing the NAVD 88
 EH0481.geopotential number by the normal gravity value computed on the
 EH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0481.degrees latitude (g = 980.6199 gals.).
 EH0481
 EH0481.The modeled gravity was interpolated from observed gravity values.
 EH0481
 EH0481;                    North         East    Units  Estimated Accuracy
 EH0481;SPC MS W     -   544,270.      678,090.      MT  (+/- 180 meters Scaled)
 EH0481
 EH0481                          SUPERSEDED SURVEY CONTROL
 EH0481
 EH0481  NAVD 88 (06/15/91)   54.195  (m)          177.80   (f) UNKNOWN     1 1
 EH0481  NGVD 29 (??/??/??)   54.245  (m)          177.97   (f) ADJUSTED    1 1
 EH0481
 EH0481.Superseded values are not recommended for survey control.
 EH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0481.See file dsdata.txt to determine how the superseded data were derived.
 EH0481
 EH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU231101(NAD 83)
 EH0481_MARKER: DD = SURVEY DISK
 EH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0481_SP_SET: CONCRETE POST
 EH0481_STAMPING: REF 64/65
 EH0481_MARK LOGO: USE   
 EH0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0481+STABILITY: SURFACE MOTION
 EH0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0481+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0481
 EH0481  HISTORY     - Date     Condition        Report By
 EH0481  HISTORY     - UNK      MONUMENTED       DOD
 EH0481  HISTORY     - 1974     GOOD             NGS
 EH0481  HISTORY     - 1983     GOOD             NGS
 EH0481  HISTORY     - 19920123 GOOD             NGS
 EH0481
 EH0481                          STATION DESCRIPTION
 EH0481
 EH0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0481'5.25 MI NE FROM FRIARS POINT.
 EH0481'ABOUT 4.50 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0481'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.60 MILE NORTHEAST
 EH0481'ALONG STATE HIGHWAY 1, THENCE 0.15 MILE SOUTHWEST ALONG A PAVED ROAD,
 EH0481'ABOUT 0.15 MILE NORTH-NORTHEAST OF A GROUP OF LARGE OIL STORAGE TANKS,
 EH0481'ABOUT 228 FEET EAST OF THE CENTER OF THE TOP OF THE LEVEE, ABOUT 200
 EH0481'FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, ABOUT 600 FEET
 EH0481'SOUTH OF 64/65 (USE), CENTERED BETWEEN 2 4-INCH IRON PIPES PROJECTING
 EH0481'4 FEET, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF
 EH0481'THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1/4,
 EH0481'SEC 2 ,T 29N, R 4W.
 EH0481
 EH0481                          STATION RECOVERY (1983)
 EH0481
 EH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0481'RECOVERED IN GOOD CONDITION.
 EH0481
 EH0481                          STATION RECOVERY (1992)
 EH0481
 EH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0481'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0481'OFFICE IN FRIARS POINT, THENCE 6.0 KM (3.70 MI) NORTHEASTERLY ALONG
 EH0481'SEEP WATER ROAD, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE
 EH0481'HIGHWAY 1, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 133.0
 EH0481'M (436.4 FT) NORTH-NORTHEAST OF CATTLE GUARD, 61.0 M (200.1 FT)
 EH0481'NORTHWEST OF THE ROAD CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 EH0481'ROAD, THE MONUMENT IS FLUSH WITH THE GROUND SURFACE AND NEAR THE
 EH0481'CENTER OF 2 4-INCH STEEL PIPES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0483 ***********************************************************************
 EH0483  DESIGNATION -  65/66 RESET
 EH0483  PID         -  EH0483
 EH0483  STATE/COUNTY-  MS/COAHOMA
 EH0483  USGS QUAD   -  MOON LAKE (1964)
 EH0483
 EH0483                         *CURRENT SURVEY CONTROL
 EH0483  ___________________________________________________________________
 EH0483* NAD 83(1986)-  34 24 05.     (N)    090 34 51.     (W)     SCALED    
 EH0483* NAVD 88     -        53.965  (meters)     177.05   (feet)  ADJUSTED  
 EH0483  ___________________________________________________________________
 EH0483  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0483  DYNAMIC HT  -          53.913 (meters)     176.88  (feet)  COMP
 EH0483  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 EH0483
 EH0483  VERT ORDER  -  FIRST     CLASS I
 EH0483
 EH0483.The horizontal coordinates were scaled from a topographic map and have
 EH0483.an estimated accuracy of +/- 6 seconds.
 EH0483
 EH0483.The orthometric height was determined by differential leveling
 EH0483.and adjusted in June 1991.
 EH0483
 EH0483.The geoid height was determined by GEOID03.
 EH0483
 EH0483.The dynamic height is computed by dividing the NAVD 88
 EH0483.geopotential number by the normal gravity value computed on the
 EH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0483.degrees latitude (g = 980.6199 gals.).
 EH0483
 EH0483.The modeled gravity was interpolated from observed gravity values.
 EH0483
 EH0483;                    North         East    Units  Estimated Accuracy
 EH0483;SPC MS W     -   543,500.      677,240.      MT  (+/- 180 meters Scaled)
 EH0483
 EH0483                          SUPERSEDED SURVEY CONTROL
 EH0483
 EH0483  NGVD 29 (??/??/??)   54.01   (m)          177.2    (f) RESET       3  
 EH0483
 EH0483.Superseded values are not recommended for survey control.
 EH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0483.See file dsdata.txt to determine how the superseded data were derived.
 EH0483
 EH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU223093(NAD 83)
 EH0483_MARKER: DD = SURVEY DISK
 EH0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0483_STAMPING: BM 65/66
 EH0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0483+STABILITY: SURFACE MOTION
 EH0483
 EH0483  HISTORY     - Date     Condition        Report By
 EH0483  HISTORY     - UNK      MONUMENTED       DOD
 EH0483  HISTORY     - 1974     GOOD             NGS
 EH0483
 EH0483                          STATION DESCRIPTION
 EH0483
 EH0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0483'4.15 MI NE FROM FRIARS POINT.
 EH0483'ABOUT 4.15 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0483'MUSEUM AND WATER TOWER AT FRIARS POINT, ABOUT 0.10 MILE NORTHWEST OF A
 EH0483'WHITE CONCRETE BLOCK CHURCH BUILDING, ABOUT 366 FEET SOUTHEAST OF THE
 EH0483'CENTER OF THE TOP OF THE LEVEE, ABOUT 346 FEET SOUTHEAST OF MILEPOST
 EH0483'65/66, 107.9 FEET WEST OF TELEPHONE POLE 52, 101.4 FEET NORTH OF
 EH0483'TELEPHONE POLE 51, 1 FOOT WEST OF A 3-INCH PIPE PROJECTING 4 FEET, 0.5
 EH0483'FOOT EAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 EH0483'0.2 FOOT BELOW LEVEL OF THE GROUND.  1/4, SEC 11, T 29N ,R 4W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0484 ***********************************************************************
 EH0484  DESIGNATION -  65/66 RM
 EH0484  PID         -  EH0484
 EH0484  STATE/COUNTY-  MS/COAHOMA
 EH0484  USGS QUAD   -  MOON LAKE (1964)
 EH0484
 EH0484                         *CURRENT SURVEY CONTROL
 EH0484  ___________________________________________________________________
 EH0484* NAD 83(1986)-  34 24 02.     (N)    090 34 56.     (W)     SCALED    
 EH0484* NAVD 88     -        54.241  (meters)     177.96   (feet)  ADJUSTED  
 EH0484  ___________________________________________________________________
 EH0484  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0484  DYNAMIC HT  -          54.188 (meters)     177.78  (feet)  COMP
 EH0484  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 EH0484
 EH0484  VERT ORDER  -  FIRST     CLASS I
 EH0484
 EH0484.The horizontal coordinates were scaled from a topographic map and have
 EH0484.an estimated accuracy of +/- 6 seconds.
 EH0484
 EH0484.The orthometric height was determined by differential leveling
 EH0484.and adjusted in June 1991.
 EH0484
 EH0484.The geoid height was determined by GEOID03.
 EH0484
 EH0484.The dynamic height is computed by dividing the NAVD 88
 EH0484.geopotential number by the normal gravity value computed on the
 EH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0484.degrees latitude (g = 980.6199 gals.).
 EH0484
 EH0484.The modeled gravity was interpolated from observed gravity values.
 EH0484
 EH0484;                    North         East    Units  Estimated Accuracy
 EH0484;SPC MS W     -   543,410.      677,120.      MT  (+/- 180 meters Scaled)
 EH0484
 EH0484                          SUPERSEDED SURVEY CONTROL
 EH0484
 EH0484  NGVD 29 (??/??/??)   54.291  (m)          178.12   (f) ADJUSTED    1 1
 EH0484
 EH0484.Superseded values are not recommended for survey control.
 EH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0484.See file dsdata.txt to determine how the superseded data were derived.
 EH0484
 EH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU222092(NAD 83)
 EH0484_MARKER: DD = SURVEY DISK
 EH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0484_STAMPING: REF 65/66
 EH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0484+STABILITY: SURFACE MOTION
 EH0484
 EH0484  HISTORY     - Date     Condition        Report By
 EH0484  HISTORY     - UNK      MONUMENTED       DOD
 EH0484  HISTORY     - 1974     GOOD             NGS
 EH0484  HISTORY     - 19920123 MARK NOT FOUND   NGS
 EH0484
 EH0484                          STATION DESCRIPTION
 EH0484
 EH0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0484'4.15 MI NE FROM FRIARS POINT.
 EH0484'ABOUT 4.15 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0484'MUSEUM AND WATER TOWER AT FRIARS POINT, ABOUT 0.15 MILE SOUTHWEST OF A
 EH0484'WHITE CONCRETE BLOCK CHURCH BUILDING, ABOUT 369 FEET SOUTHEAST OF THE
 EH0484'CENTER OF THE TOP OF THE LEVEE, ABOUT 194 FEET SOUTHWEST OF A
 EH0484'TELEPHONE POLE 49, 68.5 FEET NORTHWEST OF A FENCE, 0.7 FOOT EAST OF A
 EH0484'3-INCH IRON PIPE PROJECTING 4 FEET, 0.6 FOOT WEST OF A METAL WITNESS
 EH0484'POST, AND IN THE TOP OF A CONCRETE POST 0.5 FOOT BELOW LEVEL OF THE
 EH0484'GROUND.  1/4,SEC 11 ,T 29N, R 4W.
 EH0484
 EH0484                          STATION RECOVERY (1992)
 EH0484
 EH0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0484'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0487 ***********************************************************************
 EH0487  DESIGNATION -  66/67 REF
 EH0487  PID         -  EH0487
 EH0487  STATE/COUNTY-  MS/COAHOMA
 EH0487  USGS QUAD   -  MOON LAKE (1964)
 EH0487
 EH0487                         *CURRENT SURVEY CONTROL
 EH0487  ___________________________________________________________________
 EH0487* NAD 83(1986)-  34 23 34.     (N)    090 35 49.     (W)     SCALED    
 EH0487* NAVD 88     -        54.044  (meters)     177.31   (feet)  POSTED    
 EH0487  ___________________________________________________________________
 EH0487  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0487  DYNAMIC HT  -          53.990 (meters)     177.13  (feet)  COMP
 EH0487  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 EH0487
 EH0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH0487
 EH0487.The horizontal coordinates were scaled from a topographic map and have
 EH0487.an estimated accuracy of +/- 6 seconds.
 EH0487
 EH0487.The orthometric height was determined by differential leveling
 EH0487.and adjusted by the  in 1992.
 EH0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH0487.rate of 0.0 thru 1.0 mm/km.
 EH0487
 EH0487.The geoid height was determined by GEOID03.
 EH0487
 EH0487.The dynamic height is computed by dividing the NAVD 88
 EH0487.geopotential number by the normal gravity value computed on the
 EH0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0487.degrees latitude (g = 980.6199 gals.).
 EH0487
 EH0487.The modeled gravity was interpolated from observed gravity values.
 EH0487
 EH0487;                    North         East    Units  Estimated Accuracy
 EH0487;SPC MS W     -   542,550.      675,760.      MT  (+/- 180 meters Scaled)
 EH0487
 EH0487                          SUPERSEDED SURVEY CONTROL
 EH0487
 EH0487  NGVD 29 (??/??/??)   54.094  (m)          177.47   (f) ADJUSTED    1 2
 EH0487
 EH0487.Superseded values are not recommended for survey control.
 EH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0487.See file dsdata.txt to determine how the superseded data were derived.
 EH0487
 EH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU209083(NAD 83)
 EH0487_MARKER: DD = SURVEY DISK
 EH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0487_STAMPING: REF 66/67
 EH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0487+STABILITY: SURFACE MOTION
 EH0487
 EH0487  HISTORY     - Date     Condition        Report By
 EH0487  HISTORY     - UNK      MONUMENTED       DOD
 EH0487  HISTORY     - 1973     GOOD             MSHD
 EH0487
 EH0487                          STATION DESCRIPTION
 EH0487
 EH0487'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0487'2.6 MI NE FROM FRIARS POINT.
 EH0487'THE MARK IS LOCATED 2.6 MILES NE OF FRIARS POINT ON THE LANDSIDE OF
 EH0487'THE MISSISSIPPI RIVER LEVEE, 0.25 MILE NE OF A SHORT CURVE IN THE
 EH0487'LEVEE, 0.85 MILE NE OF A SHORT CURVE IN THE LEVEE, 0.85 MILE NE OF THE
 EH0487'JUNCTION OF A SPUR LEVEE, 4.8 MILES NW OF COAHOMA IN THE NW 1/4 OF
 EH0487'SECTION 15, T 29, R 4W.  IT IS 364 FEET SE OF THE CENTER OF THE TOP OF
 EH0487'THE LEVEE, 69.5 FEET NW OF A FENCE, 201 FEET NORTH OF TELEPHONE POLE
 EH0487'NO. 37, 242 FEET WEST OF TELEPHONE POLE NO. 38, 19 FEET SE OF THE SE
 EH0487'EDGE OF A SMALL BERM, 1 FOOT NE OF A METAL WITNESS POST SET IN THE TOP
 EH0487'OF A 6 INCH SQUARE CONCRETE POST ABOUT 1 INCH BELOW THE GROUND ENCASED
 EH0487'BY A 12 INCH IRON PIPE PROJECTING 1 1/2 FEET. TO REACH FROM THE WATER
 EH0487'TANK IN FRIARS POINT GO NE ON THE MISSISSIPPE RIVER LEVEE FOR 3.15
 EH0487'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0486 ***********************************************************************
 EH0486  DESIGNATION -  66/67 RESET
 EH0486  PID         -  EH0486
 EH0486  STATE/COUNTY-  MS/COAHOMA
 EH0486  USGS QUAD   -  MOON LAKE (1964)
 EH0486
 EH0486                         *CURRENT SURVEY CONTROL
 EH0486  ___________________________________________________________________
 EH0486* NAD 83(1986)-  34 23 36.     (N)    090 35 38.     (W)     SCALED    
 EH0486* NAVD 88     -        53.530  (meters)     175.62   (feet)  POSTED    
 EH0486  ___________________________________________________________________
 EH0486  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0486  DYNAMIC HT  -          53.480 (meters)     175.46  (feet)  COMP
 EH0486  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 EH0486
 EH0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH0486
 EH0486.The horizontal coordinates were scaled from a topographic map and have
 EH0486.an estimated accuracy of +/- 6 seconds.
 EH0486
 EH0486.The orthometric height was determined by differential leveling
 EH0486.and adjusted by the  in 1992.
 EH0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH0486.rate of 0.0 thru 1.0 mm/km.
 EH0486
 EH0486.The geoid height was determined by GEOID03.
 EH0486
 EH0486.The dynamic height is computed by dividing the NAVD 88
 EH0486.geopotential number by the normal gravity value computed on the
 EH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0486.degrees latitude (g = 980.6199 gals.).
 EH0486
 EH0486.The modeled gravity was interpolated from observed gravity values.
 EH0486
 EH0486;                    North         East    Units  Estimated Accuracy
 EH0486;SPC MS W     -   542,610.      676,040.      MT  (+/- 180 meters Scaled)
 EH0486
 EH0486                          SUPERSEDED SURVEY CONTROL
 EH0486
 EH0486  NGVD 29 (??/??/??)   53.58   (m)          175.8    (f) RESET       3  
 EH0486
 EH0486.Superseded values are not recommended for survey control.
 EH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0486.See file dsdata.txt to determine how the superseded data were derived.
 EH0486
 EH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU211083(NAD 83)
 EH0486_MARKER: DD = SURVEY DISK
 EH0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0486_STAMPING: BM 66/67
 EH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0486+STABILITY: SURFACE MOTION
 EH0486
 EH0486  HISTORY     - Date     Condition        Report By
 EH0486  HISTORY     - UNK      MONUMENTED       DOD
 EH0486  HISTORY     - 1973     GOOD             MSHD
 EH0486
 EH0486                          STATION DESCRIPTION
 EH0486
 EH0486'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0486'2.7 MI NE FROM FRIARS POINT.
 EH0486'THE MARK IS LOCATED 2.7 MILES NE OF FRIARS POINT ON THE LANDSIDE OF
 EH0486'THE MISSISSIPPI RIVER LEVEE, 0.35 MILE NE OF A SHORT CURVE IN THE
 EH0486'LEVEE, 4.7 MILES NW OF COAHOMA IN THE NW 1/4 OF SECTION 15, T 29N, R
 EH0486'4W.  IT IS 364 FEET SE OF THE CENTER OF THE TOP OF THE LEVEE, 344 FEET
 EH0486'SE OF MILE POST 67/68, 121 FEET NORTH OF TELEPHONE POLE NO. 39, 226
 EH0486'FEET WSW OF TELEPHONE POLE NO. 40, 126 FEET WEST OF AN ANGLING FENCE
 EH0486'CORNER, 17 FEET SE OF THE SE EDGE OF A SMALL BERM, 1 FOOT SW OF A
 EH0486'METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EH0486'PROJECTING 6 INCHES ENCASED WITH A 12 INCH IRON PIPE PROJECTING 2 FEET
 EH0486'WITH A 3 INCH IRON PIPE ON TWO SIDES.  TO REACH FROM THE WATER TANK IN
 EH0486'FRIARS POINT GO NE ON THE MISSISSIPPI RIVER LEVEE FOR 3.3 MILES TO THE
 EH0486'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0489 ***********************************************************************
 EH0489  DESIGNATION -  67/68 RESET
 EH0489  PID         -  EH0489
 EH0489  STATE/COUNTY-  MS/COAHOMA
 EH0489  USGS QUAD   -  MOON LAKE (1964)
 EH0489
 EH0489                         *CURRENT SURVEY CONTROL
 EH0489  ___________________________________________________________________
 EH0489* NAD 83(1986)-  34 23 09.     (N)    090 36 26.     (W)     SCALED    
 EH0489* NAVD 88     -        52.791  (meters)     173.20   (feet)  POSTED    
 EH0489  ___________________________________________________________________
 EH0489  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0489  DYNAMIC HT  -          52.740 (meters)     173.03  (feet)  COMP
 EH0489  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EH0489
 EH0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH0489
 EH0489.The horizontal coordinates were scaled from a topographic map and have
 EH0489.an estimated accuracy of +/- 6 seconds.
 EH0489
 EH0489.The orthometric height was determined by differential leveling
 EH0489.and adjusted by the  in 1992.
 EH0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH0489.rate of 0.0 thru 1.0 mm/km.
 EH0489
 EH0489.The geoid height was determined by GEOID03.
 EH0489
 EH0489.The dynamic height is computed by dividing the NAVD 88
 EH0489.geopotential number by the normal gravity value computed on the
 EH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0489.degrees latitude (g = 980.6199 gals.).
 EH0489
 EH0489.The modeled gravity was interpolated from observed gravity values.
 EH0489
 EH0489;                    North         East    Units  Estimated Accuracy
 EH0489;SPC MS W     -   541,780.      674,810.      MT  (+/- 180 meters Scaled)
 EH0489
 EH0489                          SUPERSEDED SURVEY CONTROL
 EH0489
 EH0489  NGVD 29 (??/??/??)   52.84   (m)          173.4    (f) RESET       3  
 EH0489
 EH0489.Superseded values are not recommended for survey control.
 EH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0489.See file dsdata.txt to determine how the superseded data were derived.
 EH0489
 EH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU199075(NAD 83)
 EH0489_MARKER: DD = SURVEY DISK
 EH0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0489_STAMPING: BM 67/68
 EH0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0489+STABILITY: SURFACE MOTION
 EH0489
 EH0489  HISTORY     - Date     Condition        Report By
 EH0489  HISTORY     - UNK      MONUMENTED       DOD
 EH0489  HISTORY     - 1973     GOOD             MSHD
 EH0489
 EH0489                          STATION DESCRIPTION
 EH0489
 EH0489'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0489'2 MI NE FROM FRIARS POINT.
 EH0489'THE MARK IS LOCATED 2 MILES NE OF FRIARS POINT ON THE LANDSIDE OF THE
 EH0489'MISSISSIPPI RIVER LEVEE ABOUT 152 YARDS EAST OF THE JUNCTION OF THE
 EH0489'MAIN LEVEE WITH A SPUR LEVEE IN THE SE 1/4 OF SECTION 16, T 29N, R 4W.
 EH0489'IT IS 433 FEET ESE OF MILE POST 67/68, 366 FEET SE OF THE CENTER OF
 EH0489'THE LEVEE WITH TANGENT RUNNING NE, 15 FEET SE OF THE SE EDGE OF A
 EH0489'BERM, 183 FEET NW OF THE NW CORNER OF A FEEDING PEN, 327 FEET NORTH OF
 EH0489'TELEPHONE POLE NO. 27, 274 FEET WNW OF TELEPHONE POLE NO. 28 (POLE
 EH0489'WITH BRACE), 276 FEET WEST OF A 20 INCH TWIN SYCAMORE, 1 FOOT SOUTH OF
 EH0489'A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EH0489'ABOUT 12 INCHES BELOW THE GROUND PROTECTED BY A 12 INCH IRON PIPE
 EH0489'PROJECTING 20 INCHES.  TO REACH FROM THE WATER TANK IN FRIARS POINT GO
 EH0489'NE ON THE MISSISSIPPI RIVER LEVEE FOR 2.3 MILES TO A SPUR LEVEE ON THE
 EH0489'LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1231 ***********************************************************************
 DK1231  DESIGNATION -  68 A
 DK1231  PID         -  DK1231
 DK1231  STATE/COUNTY-  MS/WASHINGTON
 DK1231  USGS QUAD   -  RED LEAF (1970)
 DK1231
 DK1231                         *CURRENT SURVEY CONTROL
 DK1231  ___________________________________________________________________
 DK1231* NAD 83(1986)-  33 17 53.     (N)    091 08 11.     (W)     SCALED    
 DK1231* NAVD 88     -        38.29   (+/-2cm)     125.6    (feet)  VERTCON   
 DK1231  ___________________________________________________________________
 DK1231  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1231  VERT ORDER  -  ? (See Below)
 DK1231
 DK1231.The horizontal coordinates were scaled from a topographic map and have
 DK1231.an estimated accuracy of +/- 6 seconds.
 DK1231
 DK1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1231.The vertical order pertains to the NGVD 29 superseded value.
 DK1231
 DK1231.The geoid height was determined by GEOID03.
 DK1231
 DK1231;                    North         East    Units  Estimated Accuracy
 DK1231;SPC MS W     -   421,380.      625,210.      MT  (+/- 180 meters Scaled)
 DK1231
 DK1231                          SUPERSEDED SURVEY CONTROL
 DK1231
 DK1231  NGVD 29 (??/??/??)   38.347  (m)          125.81   (f) ADJUSTED    ?  
 DK1231
 DK1231.Superseded values are not recommended for survey control.
 DK1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1231.See file dsdata.txt to determine how the superseded data were derived.
 DK1231
 DK1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS735858(NAD 83)
 DK1231_MARKER: P = PIPE CAP
 DK1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1231
 DK1231  HISTORY     - Date     Condition        Report By
 DK1231  HISTORY     - UNK      MONUMENTED       DOD
 DK1231  HISTORY     - 1934     GOOD             CGS
 DK1231
 DK1231                          STATION DESCRIPTION
 DK1231
 DK1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1231'IN REFUGE.
 DK1231'P.B.M. 68-A IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE
 DK1231'BLOCK SIX INCHES THICK LOCATED ON THE LEFT BANK OF THE MISS. RIVER IN
 DK1231'REFUGE, WASHINGTON COUNTY, MISSISSIPPI.  650 FEET SOUTH ALONG ROAD
 DK1231'FROM MAIN PART OF REFUGE.  110 FEET EAST OF LEVEE.  30 FEET WEST OF
 DK1231'CENTER LINE OF DIRT ROAD.  NOTATION ON USE DESC. STATES DESTROYED.
 DK1231'REPT. BY N. WILAN 8/29/40.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0491 ***********************************************************************
 EH0491  DESIGNATION -  68/69 RESET
 EH0491  PID         -  EH0491
 EH0491  STATE/COUNTY-  MS/COAHOMA
 EH0491  USGS QUAD   -  MOON LAKE (1964)
 EH0491
 EH0491                         *CURRENT SURVEY CONTROL
 EH0491  ___________________________________________________________________
 EH0491* NAD 83(1986)-  34 22 38.     (N)    090 37 19.     (W)     SCALED    
 EH0491* NAVD 88     -        53.647  (meters)     176.01   (feet)  ADJUSTED  
 EH0491  ___________________________________________________________________
 EH0491  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0491  DYNAMIC HT  -          53.595 (meters)     175.84  (feet)  COMP
 EH0491  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EH0491
 EH0491  VERT ORDER  -  FIRST     CLASS I
 EH0491
 EH0491.The horizontal coordinates were scaled from a topographic map and have
 EH0491.an estimated accuracy of +/- 6 seconds.
 EH0491
 EH0491.The orthometric height was determined by differential leveling
 EH0491.and adjusted in July 1994.
 EH0491.WARNING-Repeat measurements at this control monument indicate possible
 EH0491.vertical movement.
 EH0491
 EH0491.The geoid height was determined by GEOID03.
 EH0491
 EH0491.The dynamic height is computed by dividing the NAVD 88
 EH0491.geopotential number by the normal gravity value computed on the
 EH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0491.degrees latitude (g = 980.6199 gals.).
 EH0491
 EH0491.The modeled gravity was interpolated from observed gravity values.
 EH0491
 EH0491;                    North         East    Units  Estimated Accuracy
 EH0491;SPC MS W     -   540,830.      673,460.      MT  (+/- 180 meters Scaled)
 EH0491
 EH0491                          SUPERSEDED SURVEY CONTROL
 EH0491
 EH0491  NAVD 88 (06/15/91)   53.654  (m)          176.03   (f) UNKNOWN     1 1
 EH0491  NGVD 29 (??/??/??)   53.719  (m)          176.24   (f) ADJUSTED    1 1
 EH0491
 EH0491.Superseded values are not recommended for survey control.
 EH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0491.See file dsdata.txt to determine how the superseded data were derived.
 EH0491
 EH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU186065(NAD 83)
 EH0491_MARKER: DD = SURVEY DISK
 EH0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0491_SP_SET: CONCRETE POST
 EH0491_STAMPING: BM 68/69
 EH0491_MARK LOGO: USE   
 EH0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0491+STABILITY: SURFACE MOTION
 EH0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0491+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0491
 EH0491  HISTORY     - Date     Condition        Report By
 EH0491  HISTORY     - UNK      MONUMENTED       DOD
 EH0491  HISTORY     - 1974     GOOD             NGS
 EH0491  HISTORY     - 1983     GOOD             NGS
 EH0491  HISTORY     - 19920123 GOOD             NGS
 EH0491
 EH0491                          STATION DESCRIPTION
 EH0491
 EH0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0491'1.15 MI NE FROM FRIARS POINT.
 EH0491'ABOUT 1.15 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0491'MUSEUM AND WATER TOWER AT FRIARS POINT, ABOUT 361 FEET SOUTH-SOUTHEAST
 EH0491'OF THE CENTER OF THE TOP OF THE LEVEE, ABOUT 341 FEET SOUTH-SOUTHEAST
 EH0491'OF MILEPOST 68/69, 55 FEET EAST OF THE SOUTHEAST END OF A 10-INCH
 EH0491'CONCRETE PIPE CULVERT UNDER THE ROAD, 49 FEET SOUTHEAST OF THE CENTER
 EH0491'LINE OF THE ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 4.5 FEET
 EH0491'BELOW LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST, 1 FOOT
 EH0491'BELOW LEVEL OF THE GROUND AND PROTECTED BY A 12-INCH IRON PIPE
 EH0491'PROJECTING 1 FOOT.  1/4, SEC 21 , T 20N, R 4W.
 EH0491
 EH0491                          STATION RECOVERY (1983)
 EH0491
 EH0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0491'RECOVERED IN GOOD CONDITION.
 EH0491
 EH0491                          STATION RECOVERY (1992)
 EH0491
 EH0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0491'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0491'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH0491'SEEP WATER ROAD, 191.0 M (626.6 FT) NORTHEAST OF BENCH MARK 68 69 RM,
 EH0491'16.6 M (54.5 FT) EAST OF THE SOUTHEAST END OF A PIPE CULVERT, 15.3 M
 EH0491'(50.2 FT) SOUTHEAST OF THE ROAD CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 EH0491'LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND
 EH0491'THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 EH0491'NOTE--THE MONUMENT IS ENCASED IN A 12-INCH METAL PIPE THAT PROJECTS
 EH0491'0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0492 ***********************************************************************
 EH0492  DESIGNATION -  68/69 RM
 EH0492  PID         -  EH0492
 EH0492  STATE/COUNTY-  MS/COAHOMA
 EH0492  USGS QUAD   -  MOON LAKE (1964)
 EH0492
 EH0492                         *CURRENT SURVEY CONTROL
 EH0492  ___________________________________________________________________
 EH0492* NAD 83(1986)-  34 22 36.     (N)    090 37 26.     (W)     SCALED    
 EH0492* NAVD 88     -        53.675  (meters)     176.10   (feet)  ADJUSTED  
 EH0492  ___________________________________________________________________
 EH0492  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0492  DYNAMIC HT  -          53.623 (meters)     175.93  (feet)  COMP
 EH0492  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EH0492
 EH0492  VERT ORDER  -  FIRST     CLASS I
 EH0492
 EH0492.The horizontal coordinates were scaled from a topographic map and have
 EH0492.an estimated accuracy of +/- 6 seconds.
 EH0492
 EH0492.The orthometric height was determined by differential leveling
 EH0492.and adjusted in July 1994.
 EH0492
 EH0492.The geoid height was determined by GEOID03.
 EH0492
 EH0492.The dynamic height is computed by dividing the NAVD 88
 EH0492.geopotential number by the normal gravity value computed on the
 EH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0492.degrees latitude (g = 980.6199 gals.).
 EH0492
 EH0492.The modeled gravity was interpolated from observed gravity values.
 EH0492
 EH0492;                    North         East    Units  Estimated Accuracy
 EH0492;SPC MS W     -   540,770.      673,280.      MT  (+/- 180 meters Scaled)
 EH0492
 EH0492                          SUPERSEDED SURVEY CONTROL
 EH0492
 EH0492  NAVD 88 (06/15/91)   53.690  (m)          176.15   (f) UNKNOWN     1 1
 EH0492  NGVD 29 (??/??/??)   53.741  (m)          176.32   (f) ADJUSTED    1 1
 EH0492
 EH0492.Superseded values are not recommended for survey control.
 EH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0492.See file dsdata.txt to determine how the superseded data were derived.
 EH0492
 EH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU184064(NAD 83)
 EH0492_MARKER: DD = SURVEY DISK
 EH0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0492_SP_SET: CONCRETE POST
 EH0492_STAMPING: REF 68/69
 EH0492_MARK LOGO: DOD   
 EH0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0492+STABILITY: SURFACE MOTION
 EH0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0492+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0492
 EH0492  HISTORY     - Date     Condition        Report By
 EH0492  HISTORY     - UNK      MONUMENTED       DOD
 EH0492  HISTORY     - 1974     GOOD             NGS
 EH0492  HISTORY     - 19920123 GOOD             NGS
 EH0492
 EH0492                          STATION DESCRIPTION
 EH0492
 EH0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0492'1.05 MI NE FROM FRIARS POINT.
 EH0492'ABOUT 1.05 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0492'MUSEUM AND WATER TOWER AT FRIARS POINT, ABOUT 122 FEET SOUTH-SOUTHEAST
 EH0492'OF THE CENTER OF THE TOP OF THE LEVEE, ABOUT 144 FEET NORTH OF A
 EH0492'TELEPHONE POLE 11, 65 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A
 EH0492'10-INCH CONCRETE PIPE CULVERT UNDER ROAD, 50.4 FEET SOUTHEAST OF THE
 EH0492'CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 4
 EH0492'FEET BELOW LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST THAT IS
 EH0492'1 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 12-INCH IRON PIPE
 EH0492'PROJECTING 0.5 FOOT.  1/4,SEC 20, T 29N, R 4W.
 EH0492
 EH0492                          STATION RECOVERY (1992)
 EH0492
 EH0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0492'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0492'OFFICE IN FRIARS POINT, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG
 EH0492'SEEP WATER ROAD, 19.9 M (65.3 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 EH0492'END OF A PIPE CULVERT, 15.3 M (50.2 FT) SOUTHEAST OF THE ROAD
 EH0492'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M
 EH0492'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 EH0492'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 EH0492'ENCASED IN A 12-INCH METAL PIPE THAT IS FLUSH WITH THE GROUND
 EH0492'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1220 ***********************************************************************
 DK1220  DESIGNATION -  69
 DK1220  PID         -  DK1220
 DK1220  STATE/COUNTY-  MS/WASHINGTON
 DK1220  USGS QUAD   -  WAYSIDE (1970)
 DK1220
 DK1220                         *CURRENT SURVEY CONTROL
 DK1220  ___________________________________________________________________
 DK1220* NAD 83(1986)-  33 17 15.     (N)    091 07 04.     (W)     SCALED    
 DK1220* NAVD 88     -        37.805  (meters)     124.03   (feet)  ADJUSTED  
 DK1220  ___________________________________________________________________
 DK1220  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1220  DYNAMIC HT  -          37.765 (meters)     123.90  (feet)  COMP
 DK1220  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DK1220
 DK1220  VERT ORDER  -  SECOND    CLASS 0
 DK1220
 DK1220.The horizontal coordinates were scaled from a topographic map and have
 DK1220.an estimated accuracy of +/- 6 seconds.
 DK1220
 DK1220.The orthometric height was determined by differential leveling
 DK1220.and adjusted in June 1991.
 DK1220
 DK1220.The geoid height was determined by GEOID03.
 DK1220
 DK1220.The dynamic height is computed by dividing the NAVD 88
 DK1220.geopotential number by the normal gravity value computed on the
 DK1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1220.degrees latitude (g = 980.6199 gals.).
 DK1220
 DK1220.The modeled gravity was interpolated from observed gravity values.
 DK1220
 DK1220;                    North         East    Units  Estimated Accuracy
 DK1220;SPC MS W     -   420,200.      626,930.      MT  (+/- 180 meters Scaled)
 DK1220
 DK1220                          SUPERSEDED SURVEY CONTROL
 DK1220
 DK1220  NGVD 29 (??/??/??)   37.864  (m)          124.23   (f) ADJUSTED    2 0
 DK1220
 DK1220.Superseded values are not recommended for survey control.
 DK1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1220.See file dsdata.txt to determine how the superseded data were derived.
 DK1220
 DK1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS752847(NAD 83)
 DK1220_MARKER: DD = SURVEY DISK
 DK1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1220_STAMPING: REF BM 69 (1915)
 DK1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1220+STABILITY: SURFACE MOTION
 DK1220
 DK1220  HISTORY     - Date     Condition        Report By
 DK1220  HISTORY     - 1915     MONUMENTED       DOD
 DK1220  HISTORY     - 1967     GOOD             MSHD
 DK1220
 DK1220                          STATION DESCRIPTION
 DK1220
 DK1220'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1220'11.4 MI SW FROM GREENVILLE.
 DK1220'LOCATED 11.4 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM
 DK1220'THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 IN
 DK1220'GREENVILLE, MISSISSIPPI, 1.85 MILES SOUTH SOUTHEAST OF THE HIGHWAY 82
 DK1220'MISSISSIPPI RIVER BRIDGE, AND 0.2 MILE SOUTHEAST OF A PIPELINE.  TO
 DK1220'REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN
 DK1220'STREET FOR 1.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT
 DK1220'(WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 8.65 MILES TO THE
 DK1220'MISSISSIPPI RIVER LEVEE JUST EAST OF THE HIGHWAY 82 RIVER BRIDGE, TURN
 DK1220'LEFT (SOUTH SOUTHEAST) AND CONTINUE ON THE LEVEE FOR 1.85 MILES TO THE
 DK1220'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 DK1220'SQUARE CONCRETE POST, 288 FEET NORTHEAST OF THE CENTER OF THE LEVEE,
 DK1220'51.6 FEET SOUTHEAST OF A POWER POLE, 14.9 FEET SOUTHWEST OF A FENCE,
 DK1220'2.5 FEET SOUTHWEST OF A CONCRETE POST, 1.9 FEET NORTHWEST OF A METAL
 DK1220'WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0505 ***********************************************************************
 EH0505  DESIGNATION -  69/70 REF RESET
 EH0505  PID         -  EH0505
 EH0505  STATE/COUNTY-  MS/COAHOMA
 EH0505  USGS QUAD   -  FRIARS POINT (1964)
 EH0505
 EH0505                         *CURRENT SURVEY CONTROL
 EH0505  ___________________________________________________________________
 EH0505* NAD 83(1986)-  34 22 21.     (N)    090 38 20.     (W)     SCALED    
 EH0505* NAVD 88     -        55.59   (+/-2cm)     182.4    (feet)  VERTCON   
 EH0505  ___________________________________________________________________
 EH0505  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0505  VERT ORDER  -  THIRD (See Below)
 EH0505
 EH0505.The horizontal coordinates were scaled from a topographic map and have
 EH0505.an estimated accuracy of +/- 6 seconds.
 EH0505
 EH0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0505.The vertical order pertains to the NGVD 29 superseded value.
 EH0505
 EH0505.The geoid height was determined by GEOID03.
 EH0505
 EH0505;                    North         East    Units  Estimated Accuracy
 EH0505;SPC MS W     -   540,310.      671,900.      MT  (+/- 180 meters Scaled)
 EH0505
 EH0505                          SUPERSEDED SURVEY CONTROL
 EH0505
 EH0505  NGVD 29 (??/??/??)   55.64   (m)          182.5    (f) RESET       3  
 EH0505
 EH0505.Superseded values are not recommended for survey control.
 EH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0505.See file dsdata.txt to determine how the superseded data were derived.
 EH0505
 EH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171059(NAD 83)
 EH0505_MARKER: DD = SURVEY DISK
 EH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0505+STABILITY: SURFACE MOTION
 EH0505
 EH0505  HISTORY     - Date     Condition        Report By
 EH0505  HISTORY     - 1957     MONUMENTED       DOD
 EH0505  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0505
 EH0505                          STATION DESCRIPTION
 EH0505
 EH0505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0505'IN FRIARS POINT.
 EH0505'THE MARK IS LOCATED AT FRIARS POINT, ABOUT 0.1 MILE NORTH ALONG
 EH0505'MISSISSIPPI RIVER LEVEE FROM THE WATER TOWER, ABOUT 0.15 MILE SOUTH OF
 EH0505'LEVEE MILE POST 69/70, 170 FEET ESE OF CENTER LINE OF TOP OF LEVEE, 36
 EH0505'FEET NNE OF CENTER LINE OF ROAD WHICH CROSSES THE LEVEE, BETWEEN TWO
 EH0505'WHITE PAINTED IRON PIPES AND INSIDE A 12 INCH IRON PIPE WHICH PROJECTS
 EH0505'12 INCHES, AND IS A DISK SET IN THE TOP OF A CONCRETE POST ABOUT 1
 EH0505'FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0503 ***********************************************************************
 EH0503  DESIGNATION -  69/70 RESET
 EH0503  PID         -  EH0503
 EH0503  STATE/COUNTY-  MS/COAHOMA
 EH0503  USGS QUAD   -  FRIARS POINT (1964)
 EH0503
 EH0503                         *CURRENT SURVEY CONTROL
 EH0503  ___________________________________________________________________
 EH0503* NAD 83(1986)-  34 22 27.     (N)    090 38 12.     (W)     SCALED    
 EH0503* NAVD 88     -        55.55   (+/-2cm)     182.3    (feet)  VERTCON   
 EH0503  ___________________________________________________________________
 EH0503  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0503  VERT ORDER  -  THIRD (See Below)
 EH0503
 EH0503.The horizontal coordinates were scaled from a topographic map and have
 EH0503.an estimated accuracy of +/- 6 seconds.
 EH0503
 EH0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0503.The vertical order pertains to the NGVD 29 superseded value.
 EH0503
 EH0503.The geoid height was determined by GEOID03.
 EH0503
 EH0503;                    North         East    Units  Estimated Accuracy
 EH0503;SPC MS W     -   540,490.      672,100.      MT  (+/- 180 meters Scaled)
 EH0503
 EH0503                          SUPERSEDED SURVEY CONTROL
 EH0503
 EH0503  NGVD 29 (??/??/??)   55.60   (m)          182.4    (f) RESET       3  
 EH0503
 EH0503.Superseded values are not recommended for survey control.
 EH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0503.See file dsdata.txt to determine how the superseded data were derived.
 EH0503
 EH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU173061(NAD 83)
 EH0503_MARKER: DD = SURVEY DISK
 EH0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0503_SP_SET: FLOODWALL
 EH0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0503
 EH0503  HISTORY     - Date     Condition        Report By
 EH0503  HISTORY     - 1957     MONUMENTED       DOD
 EH0503
 EH0503                          STATION DESCRIPTION
 EH0503
 EH0503'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 EH0503'IN FRIARS POINT.
 EH0503'AT FRIARS POINT 220 FEET DOWNSTREAM FROM LEVEE MILE POST 69/70,
 EH0503'280 FEET DOWNSTREAM FROM THE GATE VALVE IN THE CONCRETE FLOODWELL
 EH0503'AND SET FLUSH IN THE TOP OF THE DOWNSTREAM END OF THE FLOODWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1549 ***********************************************************************
 DJ1549  DESIGNATION -  6902
 DJ1549  PID         -  DJ1549
 DJ1549  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1549  USGS QUAD   -  STARKVILLE (1982)
 DJ1549
 DJ1549                         *CURRENT SURVEY CONTROL
 DJ1549  ___________________________________________________________________
 DJ1549* NAD 83(1993)-  33 27 30.75962(N)    088 47 15.27867(W)     ADJUSTED  
 DJ1549* NAVD 88     -       112.07   (+/-2cm)     367.7    (feet)  VERTCON   
 DJ1549  ___________________________________________________________________
 DJ1549  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DJ1549  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1549  HORZ ORDER  -  SECOND
 DJ1549  VERT ORDER  -  THIRD ? (See Below)
 DJ1549
 DJ1549.The horizontal coordinates were established by classical geodetic methods
 DJ1549.and adjusted by the National Geodetic Survey in May 1994.
 DJ1549
 DJ1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1549.The vertical order pertains to the NGVD 29 superseded value.
 DJ1549
 DJ1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1549
 DJ1549.The geoid height was determined by GEOID03.
 DJ1549
 DJ1549;                    North         East     Units Scale Factor Converg.
 DJ1549;SPC MS E     -   438,894.244   304,253.570   MT  0.99995022   +0 01 30.8
 DJ1549;SPC MS E     - 1,439,938.87    998,205.25   sFT  0.99995022   +0 01 30.8
 DJ1549;UTM  16      - 3,703,552.174   333,870.449   MT  0.99994027   -0 59 08.8
 DJ1549
 DJ1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1549!SPC MS E     -   0.99998683  x   0.99995022  =   0.99993705
 DJ1549!UTM  16      -   0.99998683  x   0.99994027  =   0.99992710
 DJ1549
 DJ1549                          SUPERSEDED SURVEY CONTROL
 DJ1549
 DJ1549  NAD 83(1993)-  33 27 30.76985(N)    088 47 15.27749(W) AD(       ) 2
 DJ1549  NAD 83(1986)-  33 27 30.77070(N)    088 47 15.27760(W) AD(       ) 2
 DJ1549  NGVD 29 (01/23/89)  112.03   (m)          367.6    (f) LEVELING    3  
 DJ1549
 DJ1549.Superseded values are not recommended for survey control.
 DJ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1549.See file dsdata.txt to determine how the superseded data were derived.
 DJ1549
 DJ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3387003552(NAD 83)
 DJ1549_MARKER: DD = SURVEY DISK
 DJ1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1549+STABILITY: SURFACE MOTION
 DJ1549
 DJ1549  HISTORY     - Date     Condition        Report By
 DJ1549  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1549
 DJ1549                          STATION DESCRIPTION
 DJ1549
 DJ1549'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1549'THE STATION IS A MSHD DISK STAMPED---69.2---SET IN TOP OF 12-INCH
 DJ1549'CONCRETE CYLINDER SET FLUSH WITH GROUND.  IT IS 7 FEET EAST OF SOUTH
 DJ1549'END OF NORTH RETAINING WALL OF HIGHTOWER HALL ON MSU CAMPUS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1550 ***********************************************************************
 DJ1550  DESIGNATION -  6905
 DJ1550  PID         -  DJ1550
 DJ1550  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1550  USGS QUAD   -  STARKVILLE (1982)
 DJ1550
 DJ1550                         *CURRENT SURVEY CONTROL
 DJ1550  ___________________________________________________________________
 DJ1550* NAD 83(1993)-  33 26 50.82881(N)    088 46 25.10351(W)     ADJUSTED  
 DJ1550* NAVD 88     -       121.08   (+/-2cm)     397.2    (feet)  VERTCON   
 DJ1550  ___________________________________________________________________
 DJ1550  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DJ1550  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1550  HORZ ORDER  -  SECOND
 DJ1550  VERT ORDER  -  THIRD ? (See Below)
 DJ1550
 DJ1550.The horizontal coordinates were established by classical geodetic methods
 DJ1550.and adjusted by the National Geodetic Survey in May 1994.
 DJ1550
 DJ1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1550.The vertical order pertains to the NGVD 29 superseded value.
 DJ1550
 DJ1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1550
 DJ1550.The geoid height was determined by GEOID03.
 DJ1550
 DJ1550;                    North         East     Units Scale Factor Converg.
 DJ1550;SPC MS E     -   437,664.732   305,549.941   MT  0.99995038   +0 01 58.4
 DJ1550;SPC MS E     - 1,435,905.04  1,002,458.43   sFT  0.99995038   +0 01 58.4
 DJ1550;UTM  16      - 3,702,299.999   335,144.911   MT  0.99993507   -0 58 40.1
 DJ1550
 DJ1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1550!SPC MS E     -   0.99998542  x   0.99995038  =   0.99993580
 DJ1550!UTM  16      -   0.99998542  x   0.99993507  =   0.99992049
 DJ1550
 DJ1550|---------------------------------------------------------------------|
 DJ1550| PID    Reference Object                     Distance      Geod. Az  |
 DJ1550|                                                           dddmmss.s |
 DJ1550| DJ1748 STARKVILLE CV MAST                  228.748 METERS 01510     |
 DJ1550| DJ1576 7411                                APPROX. 0.6 KM 2685356.4 |
 DJ1550| DJ1739 MSU PRES HOME                       APPROX. 1.1 KM 2793751.9 |
 DJ1550| DJ1738 MSU IED BLDG S TOWER                APPROX. 1.3 KM 2940226.9 |
 DJ1550| DJ1741 MSU STEAM STACK                     APPROX. 1.4 KM 3005012.2 |
 DJ1550| DJ1736 MSU CHAPEL TOWER                    APPROX. 1.8 KM 3021407.1 |
 DJ1550| DJ1742 MSU WATER TANK                      APPROX. 2.2 KM 3061153.1 |
 DJ1550| DJ1579 7415                                185.662 METERS 33334     |
 DJ1550|---------------------------------------------------------------------|
 DJ1550
 DJ1550                          SUPERSEDED SURVEY CONTROL
 DJ1550
 DJ1550  NAD 83(1993)-  33 26 50.83899(N)    088 46 25.10236(W) AD(       ) 2
 DJ1550  NAD 83(1986)-  33 26 50.83988(N)    088 46 25.10249(W) AD(       ) 2
 DJ1550  NGVD 29 (01/23/89)  121.04   (m)          397.1    (f) LEVELING    3  
 DJ1550
 DJ1550.Superseded values are not recommended for survey control.
 DJ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1550.See file dsdata.txt to determine how the superseded data were derived.
 DJ1550
 DJ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3514502300(NAD 83)
 DJ1550_MARKER: DD = SURVEY DISK
 DJ1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1550+STABILITY: SURFACE MOTION
 DJ1550
 DJ1550  HISTORY     - Date     Condition        Report By
 DJ1550  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1550  HISTORY     - 20080325 MARK NOT FOUND   INDIV
 DJ1550
 DJ1550                          STATION DESCRIPTION
 DJ1550
 DJ1550'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1550'THE STATION IS A MSHD DISK STAMPED---69.5---SET IN A 12-INCH CONCRETE
 DJ1550'CYLINDER FLUSH WITH GROUND.  IT IS 52.5 FEET NORTH OF BLACKJACK ROAD
 DJ1550'21 FEET NORTH OF FENCE, 79 FEET EAST OF POWER POLE, ON HIGH BANK SOUTH
 DJ1550'OF CABLEVISION MAST 1 MILE EAST OF MSU CAMPUS.
 DJ1550
 DJ1550                          STATION RECOVERY (2008)
 DJ1550
 DJ1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 DJ1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1551 ***********************************************************************
 DJ1551  DESIGNATION -  6906
 DJ1551  PID         -  DJ1551
 DJ1551  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1551  USGS QUAD   -  STARKVILLE (1982)
 DJ1551
 DJ1551                         *CURRENT SURVEY CONTROL
 DJ1551  ___________________________________________________________________
 DJ1551* NAD 83(1993)-  33 26 53.17352(N)    088 47 53.28506(W)     ADJUSTED  
 DJ1551* NAVD 88     -       109.98   (+/-2cm)     360.8    (feet)  VERTCON   
 DJ1551  ___________________________________________________________________
 DJ1551  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DJ1551  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1551  HORZ ORDER  -  SECOND
 DJ1551  VERT ORDER  -  THIRD ? (See Below)
 DJ1551
 DJ1551.The horizontal coordinates were established by classical geodetic methods
 DJ1551.and adjusted by the National Geodetic Survey in May 1994.
 DJ1551
 DJ1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1551.The vertical order pertains to the NGVD 29 superseded value.
 DJ1551
 DJ1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1551
 DJ1551.The geoid height was determined by GEOID03.
 DJ1551
 DJ1551;                    North         East     Units Scale Factor Converg.
 DJ1551;SPC MS E     -   437,735.927   303,272.530   MT  0.99995013   +0 01 09.8
 DJ1551;SPC MS E     - 1,436,138.62    994,986.63   sFT  0.99995013   +0 01 09.8
 DJ1551;UTM  16      - 3,702,411.355   332,869.134   MT  0.99994438   -0 59 28.8
 DJ1551
 DJ1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1551!SPC MS E     -   0.99998716  x   0.99995013  =   0.99993729
 DJ1551!UTM  16      -   0.99998716  x   0.99994438  =   0.99993154
 DJ1551
 DJ1551                          SUPERSEDED SURVEY CONTROL
 DJ1551
 DJ1551  NAD 83(1993)-  33 26 53.18383(N)    088 47 53.28391(W) AD(       ) 2
 DJ1551  NAD 83(1986)-  33 26 53.18441(N)    088 47 53.28408(W) AD(       ) 2
 DJ1551  NGVD 29 (01/23/89)  109.94   (m)          360.7    (f) LEVELING    3  
 DJ1551
 DJ1551.Superseded values are not recommended for survey control.
 DJ1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1551.See file dsdata.txt to determine how the superseded data were derived.
 DJ1551
 DJ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3286902411(NAD 83)
 DJ1551_MARKER: DD = SURVEY DISK
 DJ1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1551+STABILITY: SURFACE MOTION
 DJ1551
 DJ1551  HISTORY     - Date     Condition        Report By
 DJ1551  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1551  HISTORY     - 20040920 MARK NOT FOUND   MSSU
 DJ1551
 DJ1551                          STATION DESCRIPTION
 DJ1551
 DJ1551'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1551'THE STATION IS A MSHD DISK STAMPED---69.6---SET IN A 12-INCH CONCRETE
 DJ1551'CYLINDER 12 INCHES BELOW GROUND.  IT IS 27 FEET SOUTH OF SPRING STREET
 DJ1551'45 FEET WEST OF ANGLE POLE IN POWER LINE, AT HILL CREST 0.1 MILE
 DJ1551'WEST OF STONE BLVD OF MSU CAMPUS.
 DJ1551
 DJ1551                          STATION RECOVERY (2004)
 DJ1551
 DJ1551'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004
 DJ1551'1 FOOT SOUTH OF SPRING STREET ROAD UNDER GRAVEL ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1552 ***********************************************************************
 DJ1552  DESIGNATION -  6907
 DJ1552  PID         -  DJ1552
 DJ1552  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1552  USGS QUAD   -  STARKVILLE (1982)
 DJ1552
 DJ1552                         *CURRENT SURVEY CONTROL
 DJ1552  ___________________________________________________________________
 DJ1552* NAD 83(1993)-  33 27 03.46778(N)    088 48 14.82280(W)     ADJUSTED  
 DJ1552* NAVD 88     -       113.03   (+/-2cm)     370.8    (feet)  VERTCON   
 DJ1552  ___________________________________________________________________
 DJ1552  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DJ1552  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1552  HORZ ORDER  -  SECOND
 DJ1552  VERT ORDER  -  THIRD ? (See Below)
 DJ1552
 DJ1552.The horizontal coordinates were established by classical geodetic methods
 DJ1552.and adjusted by the National Geodetic Survey in May 1994.
 DJ1552
 DJ1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1552.The vertical order pertains to the NGVD 29 superseded value.
 DJ1552
 DJ1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1552
 DJ1552.The geoid height was determined by GEOID03.
 DJ1552
 DJ1552;                    North         East     Units Scale Factor Converg.
 DJ1552;SPC MS E     -   438,052.895   302,716.209   MT  0.99995009   +0 00 58.0
 DJ1552;SPC MS E     - 1,437,178.54    993,161.43   sFT  0.99995009   +0 00 58.0
 DJ1552;UTM  16      - 3,702,738.085   332,318.493   MT  0.99994666   -0 59 40.9
 DJ1552
 DJ1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1552!SPC MS E     -   0.99998668  x   0.99995009  =   0.99993677
 DJ1552!UTM  16      -   0.99998668  x   0.99994666  =   0.99993334
 DJ1552
 DJ1552:                Primary Azimuth Mark                     Grid Az
 DJ1552:SPC MS E     -  STATE AZ MK RESET                        024 48 35.5
 DJ1552:UTM  16      -  STATE AZ MK RESET                        025 49 14.4
 DJ1552
 DJ1552|---------------------------------------------------------------------|
 DJ1552| PID    Reference Object                     Distance      Geod. Az  |
 DJ1552|                                                           dddmmss.s |
 DJ1552| DJ2088 STATE AZ MK RESET                   APPROX. 0.5 KM 0244933.5 |
 DJ1552| DJ1742 MSU WATER TANK                      APPROX. 1.4 KM 0492103.9 |
 DJ1552| DJ1736 MSU CHAPEL TOWER                    APPROX. 1.4 KM 0652201.7 |
 DJ1552| DJ1741 MSU STEAM STACK                     APPROX. 1.7 KM 0791349.6 |
 DJ1552| DJ1551 6906                                APPROX. 0.6 KM 1194119.4 |
 DJ1552|---------------------------------------------------------------------|
 DJ1552
 DJ1552                          SUPERSEDED SURVEY CONTROL
 DJ1552
 DJ1552  NAD 83(1993)-  33 27 03.47816(N)    088 48 14.82169(W) AD(       ) 2
 DJ1552  NAD 83(1986)-  33 27 03.47873(N)    088 48 14.82197(W) AD(       ) 2
 DJ1552  NGVD 29 (01/23/89)  112.99   (m)          370.7    (f) LEVELING    3  
 DJ1552
 DJ1552.Superseded values are not recommended for survey control.
 DJ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1552.See file dsdata.txt to determine how the superseded data were derived.
 DJ1552
 DJ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3231802738(NAD 83)
 DJ1552_MARKER: DD = SURVEY DISK
 DJ1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1552+STABILITY: SURFACE MOTION
 DJ1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1552+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 DJ1552
 DJ1552  HISTORY     - Date     Condition        Report By
 DJ1552  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1552  HISTORY     - 20040923 GOOD             MSSU
 DJ1552
 DJ1552                          STATION DESCRIPTION
 DJ1552
 DJ1552'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1552'THE STATION IS A MSHD DISK STAMPED---69.7---SET IN A 12-INCH CONCRETE
 DJ1552'CYLINDER FLUSH WITH GROUND 42 FEET SOUTH OF SPRING STREET, 27.8 FT NE
 DJ1552'OF MANHOLE, 50 METERS EAST OF FOREST PRODUCTS LAB AT SW CORNER OF MSU
 DJ1552'CAMPUS.
 DJ1552
 DJ1552                          STATION RECOVERY (2004)
 DJ1552
 DJ1552'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (DP)
 DJ1552'DESCRIPTION IS INADEQUATE.
 DJ1552' THE POINT SHOULD BE DESCRIBED AS
 DJ1552'THE STATION IS A MSHD DISK STAMPED -- 69.7 -- SET IN A 12 INCH
 DJ1552'CONCRETE CYLINDER FLUSH WITH THE GROUND 42 FEET SOUTH OF THE
 DJ1552'CENTERLINE OF SPRING STREET, 6 FEET DUE S OF A 1.5 FOOT PINE TREE,
 DJ1552'11 FOOT 10 INCH SE OF A 2.5 FOOT PINE TREE, 11 FOOT 8 INCH 30
 DJ1552'DEGREES NE OF A 1 FOOT 10 INCH PINE TREE, 7 FOOT 5 INCH 60 DEGREES
 DJ1552' SW OF A 1 FOOT PINE TREE, 57 FEET SE PF A TELEPHONE PAD EAST OF
 DJ1552'FOREST PRODUCTS LAB AT SW CORNER OF MSU CAMPUS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1553 ***********************************************************************
 DJ1553  DESIGNATION -  6908
 DJ1553  PID         -  DJ1553
 DJ1553  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1553  USGS QUAD   -  STARKVILLE (1982)
 DJ1553
 DJ1553                         *CURRENT SURVEY CONTROL
 DJ1553  ___________________________________________________________________
 DJ1553* NAD 83(1993)-  33 27 30.08403(N)    088 47 54.27008(W)     ADJUSTED  
 DJ1553* NAVD 88     -       121.07   (+/-2cm)     397.2    (feet)  VERTCON   
 DJ1553  ___________________________________________________________________
 DJ1553  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ1553  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1553  HORZ ORDER  -  SECOND
 DJ1553  VERT ORDER  -  THIRD ? (See Below)
 DJ1553
 DJ1553.The horizontal coordinates were established by classical geodetic methods
 DJ1553.and adjusted by the National Geodetic Survey in May 1994.
 DJ1553
 DJ1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1553.The vertical order pertains to the NGVD 29 superseded value.
 DJ1553
 DJ1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1553
 DJ1553.The geoid height was determined by GEOID03.
 DJ1553
 DJ1553;                    North         East     Units Scale Factor Converg.
 DJ1553;SPC MS E     -   438,873.040   303,246.709   MT  0.99995013   +0 01 09.3
 DJ1553;SPC MS E     - 1,439,869.30    994,901.91   sFT  0.99995013   +0 01 09.3
 DJ1553;UTM  16      - 3,703,548.739   332,863.378   MT  0.99994441   -0 59 30.3
 DJ1553
 DJ1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1553!SPC MS E     -   0.99998542  x   0.99995013  =   0.99993555
 DJ1553!UTM  16      -   0.99998542  x   0.99994441  =   0.99992983
 DJ1553
 DJ1553|---------------------------------------------------------------------|
 DJ1553| PID    Reference Object                     Distance      Geod. Az  |
 DJ1553|                                                           dddmmss.s |
 DJ1553| DJ1554 6909                                280.951 METERS 01145     |
 DJ1553| DJ1556 6911                                APPROX. 1.2 KM 0335857.6 |
 DJ1553| DJ0858 STATE RESET                          58.477 METERS 05752     |
 DJ1553| DJ1560 6917                                APPROX. 0.5 KM 1331305.8 |
 DJ1553| DJ2088 STATE AZ MK RESET                   442.600 METERS 2225457.6 |
 DJ1553|---------------------------------------------------------------------|
 DJ1553
 DJ1553                          SUPERSEDED SURVEY CONTROL
 DJ1553
 DJ1553  NAD 83(1993)-  33 27 30.09431(N)    088 47 54.26894(W) AD(       ) 2
 DJ1553  NAD 83(1986)-  33 27 30.09490(N)    088 47 54.26911(W) AD(       ) 2
 DJ1553  NGVD 29 (01/23/89)  121.03   (m)          397.1    (f) LEVELING    3  
 DJ1553
 DJ1553.Superseded values are not recommended for survey control.
 DJ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1553.See file dsdata.txt to determine how the superseded data were derived.
 DJ1553
 DJ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3286303549(NAD 83)
 DJ1553_MARKER: DD = SURVEY DISK
 DJ1553_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ1553+WITH SETTING: PAVEMENT
 DJ1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1553+STABILITY: SURFACE MOTION
 DJ1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1553+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 DJ1553
 DJ1553  HISTORY     - Date     Condition        Report By
 DJ1553  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1553  HISTORY     - 20030803 GOOD             GEOCAC
 DJ1553  HISTORY     - 20040825 GOOD             INDIV
 DJ1553  HISTORY     - 20060402 GOOD             MSSU
 DJ1553
 DJ1553                          STATION DESCRIPTION
 DJ1553
 DJ1553'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1553'THE STATION IS A MSHD DISK STAMPED---69.8---SET IN SE ABUTMENT OF
 DJ1553'UNIVERSITY DRIVE BRIDGE OVER MS HWY 12 BYPASS AT WEST EDGE OF MSU
 DJ1553'CAMPUS.
 DJ1553
 DJ1553                          STATION RECOVERY (2003)
 DJ1553
 DJ1553'RECOVERY NOTE BY GEOCACHING 2003 (CLG)
 DJ1553'THE STATION WAS VISITED AND THE MARK WAS RECOVERED IN GOOD CONDITION
 DJ1553'AS DESCRIBED IN 1969.
 DJ1553
 DJ1553                          STATION RECOVERY (2004)
 DJ1553
 DJ1553'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WC)
 DJ1553'THIS POINT WAS RECOVERED AS DESCRIBED IN THE NGS DATASHEET.
 DJ1553
 DJ1553                          STATION RECOVERY (2006)
 DJ1553
 DJ1553'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (PWF)
 DJ1553'THE STATION WAS VISITED AND THE MARK RECOVERED IN GOOD CONDITION AS
 DJ1553'DESCRIBED IN 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1554 ***********************************************************************
 DJ1554  DESIGNATION -  6909
 DJ1554  PID         -  DJ1554
 DJ1554  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1554  USGS QUAD   -  STARKVILLE (1982)
 DJ1554
 DJ1554                         *CURRENT SURVEY CONTROL
 DJ1554  ___________________________________________________________________
 DJ1554* NAD 83(1993)-  33 27 39.01201(N)    088 47 52.05360(W)     ADJUSTED  
 DJ1554* NAVD 88     -       114.20   (+/-2cm)     374.7    (feet)  VERTCON   
 DJ1554  ___________________________________________________________________
 DJ1554  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ1554  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1554  HORZ ORDER  -  SECOND
 DJ1554  VERT ORDER  -  THIRD ? (See Below)
 DJ1554
 DJ1554.The horizontal coordinates were established by classical geodetic methods
 DJ1554.and adjusted by the National Geodetic Survey in May 1994.
 DJ1554
 DJ1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1554.The vertical order pertains to the NGVD 29 superseded value.
 DJ1554
 DJ1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1554
 DJ1554.The geoid height was determined by GEOID03.
 DJ1554
 DJ1554;                    North         East     Units Scale Factor Converg.
 DJ1554;SPC MS E     -   439,148.108   303,303.850   MT  0.99995013   +0 01 10.5
 DJ1554;SPC MS E     - 1,440,771.75    995,089.38   sFT  0.99995013   +0 01 10.5
 DJ1554;UTM  16      - 3,703,822.754   332,925.364   MT  0.99994415   -0 59 29.3
 DJ1554
 DJ1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1554!SPC MS E     -   0.99998649  x   0.99995013  =   0.99993662
 DJ1554!UTM  16      -   0.99998649  x   0.99994415  =   0.99993064
 DJ1554
 DJ1554|---------------------------------------------------------------------|
 DJ1554| PID    Reference Object                     Distance      Geod. Az  |
 DJ1554|                                                           dddmmss.s |
 DJ1554| DJ1558 6913                                365.679 METERS 07428     |
 DJ1554| DJ1559 6914                                171.361 METERS 17332     |
 DJ1554| DJ1553 6908                                280.955 METERS 19145     |
 DJ1554|---------------------------------------------------------------------|
 DJ1554
 DJ1554                          SUPERSEDED SURVEY CONTROL
 DJ1554
 DJ1554  NAD 83(1993)-  33 27 39.02234(N)    088 47 52.05242(W) AD(       ) 2
 DJ1554  NAD 83(1986)-  33 27 39.02274(N)    088 47 52.05263(W) AD(       ) 2
 DJ1554  NGVD 29 (01/23/89)  114.16   (m)          374.5    (f) LEVELING    3  
 DJ1554
 DJ1554.Superseded values are not recommended for survey control.
 DJ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1554.See file dsdata.txt to determine how the superseded data were derived.
 DJ1554
 DJ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3292503823(NAD 83)
 DJ1554_MARKER: DD = SURVEY DISK
 DJ1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1554+STABILITY: SURFACE MOTION
 DJ1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1554+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2004
 DJ1554
 DJ1554  HISTORY     - Date     Condition        Report By
 DJ1554  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1554  HISTORY     - 20040829 GOOD             MSSU
 DJ1554
 DJ1554                          STATION DESCRIPTION
 DJ1554
 DJ1554'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1554'THE STATION IS A MSHD DISK STAMPED---69.9---SET IN AN 8-INCH CONCRETE
 DJ1554'CYLINDER FLUSH WITH GROUND 20.7 FT NW OF CONCRETE LIGHT POLE AT CREST
 DJ1554'OF HILL IN SW LOOP OF MS HWY 12 AND COLLEGEVIEW ST INTERCHANGE AT WEST
 DJ1554'EDGE OF MSU CAMPUS.
 DJ1554
 DJ1554                          STATION RECOVERY (2004)
 DJ1554
 DJ1554'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (JF)
 DJ1554'THE STATION IS A MSHD DISK STAMPED--69.9--SET IN AN 8-INCH CONCRETE
 DJ1554'CYLINDER FLUSH WITH THE GROUND 93 FT NW OF CONCRETE LIGHT POLE AT
 DJ1554'CREST OF HILL AND 34.5 FT NW OF TREE ON THE HILL IN THE SW LOOP OF MS
 DJ1554'HWY 12 AND COLLEGEVIEW ST INTERCHANGE AT WEST EDGE OF MSU CAMPUS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1555 ***********************************************************************
 DJ1555  DESIGNATION -  6910
 DJ1555  PID         -  DJ1555
 DJ1555  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1555  USGS QUAD   -  STARKVILLE (1982)
 DJ1555
 DJ1555                         *CURRENT SURVEY CONTROL
 DJ1555  ___________________________________________________________________
 DJ1555* NAD 83(1993)-  33 27 59.95909(N)    088 47 49.83831(W)     ADJUSTED  
 DJ1555* NAVD 88     -       103.85   (+/-2cm)     340.7    (feet)  VERTCON   
 DJ1555  ___________________________________________________________________
 DJ1555  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ1555  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1555  HORZ ORDER  -  SECOND
 DJ1555  VERT ORDER  -  THIRD ? (See Below)
 DJ1555
 DJ1555.The horizontal coordinates were established by classical geodetic methods
 DJ1555.and adjusted by the National Geodetic Survey in May 1994.
 DJ1555
 DJ1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1555.The vertical order pertains to the NGVD 29 superseded value.
 DJ1555
 DJ1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1555
 DJ1555.The geoid height was determined by GEOID03.
 DJ1555
 DJ1555;                    North         East     Units Scale Factor Converg.
 DJ1555;SPC MS E     -   439,793.456   303,360.829   MT  0.99995014   +0 01 11.8
 DJ1555;SPC MS E     - 1,442,889.03    995,276.32   sFT  0.99995014   +0 01 11.8
 DJ1555;UTM  16      - 3,704,466.993   332,993.722   MT  0.99994387   -0 59 28.6
 DJ1555
 DJ1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1555!SPC MS E     -   0.99998812  x   0.99995014  =   0.99993826
 DJ1555!UTM  16      -   0.99998812  x   0.99994387  =   0.99993199
 DJ1555
 DJ1555:                Primary Azimuth Mark                     Grid Az
 DJ1555:SPC MS E     -  6911                                     069 44 42.7
 DJ1555:UTM  16      -  6911                                     070 45 23.1
 DJ1555
 DJ1555|---------------------------------------------------------------------|
 DJ1555| PID    Reference Object                     Distance      Geod. Az  |
 DJ1555|                                                           dddmmss.s |
 DJ1555| DJ1556 6911                                424.377 METERS 0694554.5 |
 DJ1555| DJ1554 6909                                APPROX. 0.6 KM 1850356.2 |
 DJ1555|---------------------------------------------------------------------|
 DJ1555
 DJ1555                          SUPERSEDED SURVEY CONTROL
 DJ1555
 DJ1555  NAD 83(1993)-  33 27 59.96929(N)    088 47 49.83705(W) AD(       ) 2
 DJ1555  NAD 83(1986)-  33 27 59.96984(N)    088 47 49.83718(W) AD(       ) 2
 DJ1555  NGVD 29 (01/23/89)  103.81   (m)          340.6    (f) LEVELING    3  
 DJ1555
 DJ1555.Superseded values are not recommended for survey control.
 DJ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1555.See file dsdata.txt to determine how the superseded data were derived.
 DJ1555
 DJ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3299404467(NAD 83)
 DJ1555_MARKER: DD = SURVEY DISK
 DJ1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1555+STABILITY: SURFACE MOTION
 DJ1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1555+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 DJ1555
 DJ1555  HISTORY     - Date     Condition        Report By
 DJ1555  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1555  HISTORY     - 1987     GOOD             MSSU
 DJ1555  HISTORY     - 20040826 GOOD             INDIV
 DJ1555
 DJ1555                          STATION DESCRIPTION
 DJ1555
 DJ1555'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1555'THE STATION IS A MSHD DISK STAMPED---6910---SET IN AN 8-INCH CONCRETE
 DJ1555'CYLINDER 0.2 FT BELOW SHOULDER OF MS HWY 12, 11 FT SOUTH OF SOUTH END
 DJ1555'OF BRIDGE OVER US HWY 82, 3 FT EAST OF EAST EDGE OF EAST LANES.
 DJ1555
 DJ1555                          STATION RECOVERY (1987)
 DJ1555
 DJ1555'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1555'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ1555
 DJ1555                          STATION RECOVERY (2004)
 DJ1555
 DJ1555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (PLG)
 DJ1555'THE MARK WAS LOCATED IN THE EXACT LOCATION AS IDENTIFIED IN THE GIVEN
 DJ1555'DIRECTIONS.  NEW CONSTRUCTION IN THE SURROUNDING AREA HAS NOT AFFECTED
 DJ1555'THE CURRENT LOCATION AS OF THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1556 ***********************************************************************
 DJ1556  DESIGNATION -  6911
 DJ1556  PID         -  DJ1556
 DJ1556  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1556  USGS QUAD   -  STARKVILLE (1982)
 DJ1556
 DJ1556                         *CURRENT SURVEY CONTROL
 DJ1556  ___________________________________________________________________
 DJ1556* NAD 83(1993)-  33 28 04.72296(N)    088 47 34.41751(W)     ADJUSTED  
 DJ1556* NAVD 88     -       107.21   (+/-2cm)     351.7    (feet)  VERTCON   
 DJ1556  ___________________________________________________________________
 DJ1556  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1556  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1556  HORZ ORDER  -  SECOND
 DJ1556  VERT ORDER  -  THIRD ? (See Below)
 DJ1556
 DJ1556.The horizontal coordinates were established by classical geodetic methods
 DJ1556.and adjusted by the National Geodetic Survey in May 1994.
 DJ1556
 DJ1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1556.The vertical order pertains to the NGVD 29 superseded value.
 DJ1556
 DJ1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1556
 DJ1556.The geoid height was determined by GEOID03.
 DJ1556
 DJ1556;                    North         East     Units Scale Factor Converg.
 DJ1556;SPC MS E     -   439,940.366   303,758.944   MT  0.99995017   +0 01 20.3
 DJ1556;SPC MS E     - 1,443,371.02    996,582.47   sFT  0.99995017   +0 01 20.3
 DJ1556;UTM  16      - 3,704,606.853   333,394.364   MT  0.99994222   -0 59 20.2
 DJ1556
 DJ1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1556!SPC MS E     -   0.99998759  x   0.99995017  =   0.99993776
 DJ1556!UTM  16      -   0.99998759  x   0.99994222  =   0.99992981
 DJ1556
 DJ1556|---------------------------------------------------------------------|
 DJ1556| PID    Reference Object                     Distance      Geod. Az  |
 DJ1556|                                                           dddmmss.s |
 DJ1556| DJ1567 7101                                  8.297 METERS 02542     |
 DJ1556| DJ1666 8416                                  1.837 METERS 02542     |
 DJ1556| DJ1562 6928                                APPROX. 1.5 KM 0860100.6 |
 DJ1556| DJ1735 MSHP TOWER                          APPROX. 1.5 KM 0882447.3 |
 DJ1556| DJ1748 STARKVILLE CV MAST                  APPROX. 2.8 KM 1380049.2 |
 DJ1556| DJ1742 MSU WATER TANK                      APPROX. 1.0 KM 1790541.1 |
 DJ1556| DJ1555 6910                                424.377 METERS 2494603.0 |
 DJ1556| DJ0854 4 KED                               412.828 METERS 2590448.7 |
 DJ1556| DJ1749 STARKVILLE NORTH TANK               APPROX. 2.2 KM 2722353.3 |
 DJ1556|---------------------------------------------------------------------|
 DJ1556
 DJ1556                          SUPERSEDED SURVEY CONTROL
 DJ1556
 DJ1556  NAD 83(1993)-  33 28 04.73307(N)    088 47 34.41624(W) AD(       ) 2
 DJ1556  NAD 83(1986)-  33 28 04.73369(N)    088 47 34.41637(W) AD(       ) 2
 DJ1556  NGVD 29 (01/23/89)  107.17   (m)          351.6    (f) LEVELING    3  
 DJ1556
 DJ1556.Superseded values are not recommended for survey control.
 DJ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1556.See file dsdata.txt to determine how the superseded data were derived.
 DJ1556
 DJ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3339404607(NAD 83)
 DJ1556_MARKER: DD = SURVEY DISK
 DJ1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1556+STABILITY: SURFACE MOTION
 DJ1556
 DJ1556  HISTORY     - Date     Condition        Report By
 DJ1556  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1556  HISTORY     - 1987     GOOD             MSSU
 DJ1556  HISTORY     - 20040826 MARK NOT FOUND   INDIV
 DJ1556
 DJ1556                          STATION DESCRIPTION
 DJ1556
 DJ1556'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1556'THE STATION IS A MSHD DISK STAMPED---6911---SET IN AN 8-INCH CONCRETE
 DJ1556'CYLINDER 0.2 FT BELOW GROUND 82 FT NORTH OF POWER POLE, 12.3 FT SOUTH
 DJ1556'OF FENCE CORNER, 0.5 FT EAST OF FENCE, 50 FT SOUTH OF DAIRY BARN , 200
 DJ1556'FT NORTH OF US HWY 82, 0.25 MILE EAST OF MS HWY 12 JUNCTION.
 DJ1556
 DJ1556                          STATION RECOVERY (1987)
 DJ1556
 DJ1556'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1556'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ1556
 DJ1556                          STATION RECOVERY (2004)
 DJ1556
 DJ1556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MH)
 DJ1556'THE DIRECTIONS TO MARK WERE NOT UP TO PAR. THE ROAD IN WHICH MARK IS
 DJ1556'LOCATED HAS BEEN UNDERGOING SOME HEAVY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1559 ***********************************************************************
 DJ1559  DESIGNATION -  6914
 DJ1559  PID         -  DJ1559
 DJ1559  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1559  USGS QUAD   -  STARKVILLE (1982)
 DJ1559
 DJ1559                         *CURRENT SURVEY CONTROL
 DJ1559  ___________________________________________________________________
 DJ1559* NAD 83(1993)-  33 27 33.48545(N)    088 47 51.30548(W)     ADJUSTED  
 DJ1559* NAVD 88     -       119.78   (+/-2cm)     393.0    (feet)  VERTCON   
 DJ1559  ___________________________________________________________________
 DJ1559  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ1559  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1559  HORZ ORDER  -  SECOND
 DJ1559  VERT ORDER  -  THIRD ? (See Below)
 DJ1559
 DJ1559.The horizontal coordinates were established by classical geodetic methods
 DJ1559.and adjusted by the National Geodetic Survey in May 1994.
 DJ1559
 DJ1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1559.The vertical order pertains to the NGVD 29 superseded value.
 DJ1559
 DJ1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1559
 DJ1559.The geoid height was determined by GEOID03.
 DJ1559
 DJ1559;                    North         East     Units Scale Factor Converg.
 DJ1559;SPC MS E     -   438,977.855   303,323.227   MT  0.99995014   +0 01 11.0
 DJ1559;SPC MS E     - 1,440,213.18    995,152.95   sFT  0.99995014   +0 01 11.0
 DJ1559;UTM  16      - 3,703,652.187   332,941.733   MT  0.99994408   -0 59 28.7
 DJ1559
 DJ1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1559!SPC MS E     -   0.99998562  x   0.99995014  =   0.99993576
 DJ1559!UTM  16      -   0.99998562  x   0.99994408  =   0.99992970
 DJ1559
 DJ1559:                Primary Azimuth Mark                     Grid Az
 DJ1559:SPC MS E     -  MSU WATER TANK                           091 58 23.3
 DJ1559:UTM  16      -  MSU WATER TANK                           092 59 03.0
 DJ1559
 DJ1559|---------------------------------------------------------------------|
 DJ1559| PID    Reference Object                     Distance      Geod. Az  |
 DJ1559|                                                           dddmmss.s |
 DJ1559| DJ1742 MSU WATER TANK                      451.842 METERS 0915934.3 |
 DJ1559| DJ1736 MSU CHAPEL TOWER                    APPROX. 0.8 KM 1162849.3 |
 DJ1559| DJ0856 STATE RM 3                           72.384 METERS 20949     |
 DJ1559|---------------------------------------------------------------------|
 DJ1559
 DJ1559                          SUPERSEDED SURVEY CONTROL
 DJ1559
 DJ1559  NAD 83(1993)-  33 27 33.49579(N)    088 47 51.30434(W) AD(       ) 2
 DJ1559  NAD 83(1986)-  33 27 33.49614(N)    088 47 51.30461(W) AD(       ) 2
 DJ1559  NGVD 29 (01/23/89)  119.74   (m)          392.8    (f) LEVELING    3  
 DJ1559
 DJ1559.Superseded values are not recommended for survey control.
 DJ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1559.See file dsdata.txt to determine how the superseded data were derived.
 DJ1559
 DJ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3294203652(NAD 83)
 DJ1559_MARKER: DD = SURVEY DISK
 DJ1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1559+STABILITY: SURFACE MOTION
 DJ1559
 DJ1559  HISTORY     - Date     Condition        Report By
 DJ1559  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1559
 DJ1559                          STATION DESCRIPTION
 DJ1559
 DJ1559'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1559'THE STATION IS A MSHD DISK STAMPED---6914---SET IN AN 8-INCH CONCRETE
 DJ1559'CYLINDER FLUSH WITH GROUND 4.9 FT SE OF SW CORNER OF FENCE AROUND A
 DJ1559'SMALL WEATHER STATION LOCATED ON MSU CAMPUS BETWEEN BARR AVENUE AND MS
 DJ1559'HWY 12 BYPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1562 ***********************************************************************
 DJ1562  DESIGNATION -  6928
 DJ1562  PID         -  DJ1562
 DJ1562  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1562  USGS QUAD   -  STARKVILLE (1982)
 DJ1562
 DJ1562                         *CURRENT SURVEY CONTROL
 DJ1562  ___________________________________________________________________
 DJ1562* NAD 83(1993)-  33 28 08.03781(N)    088 46 37.55355(W)     ADJUSTED  
 DJ1562* NAVD 88     -        84.79   (+/-2cm)     278.2    (feet)  VERTCON   
 DJ1562  ___________________________________________________________________
 DJ1562  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1562  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1562  HORZ ORDER  -  SECOND
 DJ1562  VERT ORDER  -  THIRD ? (See Below)
 DJ1562
 DJ1562.The horizontal coordinates were established by classical geodetic methods
 DJ1562.and adjusted by the National Geodetic Survey in May 1994.
 DJ1562
 DJ1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1562.The vertical order pertains to the NGVD 29 superseded value.
 DJ1562
 DJ1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1562
 DJ1562.The geoid height was determined by GEOID03.
 DJ1562
 DJ1562;                    North         East     Units Scale Factor Converg.
 DJ1562;SPC MS E     -   440,043.172   305,227.118   MT  0.99995034   +0 01 51.6
 DJ1562;SPC MS E     - 1,443,708.31  1,001,399.30   sFT  0.99995034   +0 01 51.6
 DJ1562;UTM  16      - 3,704,683.729   334,864.108   MT  0.99993621   -0 58 48.9
 DJ1562
 DJ1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1562!SPC MS E     -   0.99999111  x   0.99995034  =   0.99994145
 DJ1562!UTM  16      -   0.99999111  x   0.99993621  =   0.99992732
 DJ1562
 DJ1562:                Primary Azimuth Mark                     Grid Az
 DJ1562:SPC MS E     -  8401                                     075 12 14.4
 DJ1562:UTM  16      -  8401                                     076 12 54.9
 DJ1562
 DJ1562|---------------------------------------------------------------------|
 DJ1562| PID    Reference Object                     Distance      Geod. Az  |
 DJ1562|                                                           dddmmss.s |
 DJ1562| DJ1651 8401                                APPROX. 1.5 KM 0751406.0 |
 DJ1562| DJ0840 82 V 207                             65.448 METERS 12622     |
 DJ1562| DJ1735 MSHP TOWER                           79.884 METERS 13849     |
 DJ1562| DJ1660 8410                                437.659 METERS 2035204.5 |
 DJ1562| DJ1666 8416                                APPROX. 1.5 KM 2660515.8 |
 DJ1562|---------------------------------------------------------------------|
 DJ1562
 DJ1562                          SUPERSEDED SURVEY CONTROL
 DJ1562
 DJ1562  NAD 83(1993)-  33 28 08.04764(N)    088 46 37.55227(W) AD(       ) 2
 DJ1562  NAD 83(1986)-  33 28 08.04821(N)    088 46 37.55229(W) AD(       ) 2
 DJ1562  NGVD 29 (01/23/89)   84.75   (m)          278.1    (f) LEVELING    3  
 DJ1562
 DJ1562.Superseded values are not recommended for survey control.
 DJ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1562.See file dsdata.txt to determine how the superseded data were derived.
 DJ1562
 DJ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3486404684(NAD 83)
 DJ1562_MARKER: DD = SURVEY DISK
 DJ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1562+STABILITY: SURFACE MOTION
 DJ1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1562+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 DJ1562
 DJ1562  HISTORY     - Date     Condition        Report By
 DJ1562  HISTORY     - 1969     MONUMENTED       MSSU
 DJ1562  HISTORY     - 1987     GOOD             MSSU
 DJ1562  HISTORY     - 20040917 GOOD             INDIV
 DJ1562
 DJ1562                          STATION DESCRIPTION
 DJ1562
 DJ1562'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1562'THE STATION IS A MSHD DISK STAMPED---6928---SET IN AN 8-INCH CONCRETE
 DJ1562'CYLINDER FLUSH WITH GROUND 26.8 FT WEST OF EAST TIP OF EAST TRAFFIC
 DJ1562'ISLAND AT JUNCTION OF LEE BLVD WITH US HWY 82 AT MSHP DISTRICT OFFICE
 DJ1562'2 MILES EAST OF STARKVILLE.
 DJ1562
 DJ1562                          STATION RECOVERY (1987)
 DJ1562
 DJ1562'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1562'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ1562
 DJ1562                          STATION RECOVERY (2004)
 DJ1562
 DJ1562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JBR)
 DJ1562'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0354 ***********************************************************************
 EH0354  DESIGNATION -  7 M BOLT
 EH0354  PID         -  EH0354
 EH0354  STATE/COUNTY-  MS/BOLIVAR
 EH0354  USGS QUAD   -  LACONIA (1982)
 EH0354
 EH0354                         *CURRENT SURVEY CONTROL
 EH0354  ___________________________________________________________________
 EH0354* NAD 83(1986)-  34 00 50.     (N)    090 55 56.     (W)     SCALED    
 EH0354* NAVD 88     -        47.53   (+/-2cm)     155.9    (feet)  VERTCON   
 EH0354  ___________________________________________________________________
 EH0354  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0354  VERT ORDER  -  ? (See Below)
 EH0354
 EH0354.The horizontal coordinates were scaled from a topographic map and have
 EH0354.an estimated accuracy of +/- 6 seconds.
 EH0354
 EH0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0354.The vertical order pertains to the NGVD 29 superseded value.
 EH0354
 EH0354.The geoid height was determined by GEOID03.
 EH0354
 EH0354;                    North         East    Units  Estimated Accuracy
 EH0354;SPC MS W     -   500,650.      644,680.      MT  (+/- 180 meters Scaled)
 EH0354
 EH0354                          SUPERSEDED SURVEY CONTROL
 EH0354
 EH0354  NGVD 29 (??/??/??)   47.584  (m)          156.12   (f) ADJUSTED    ?  
 EH0354
 EH0354.Superseded values are not recommended for survey control.
 EH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0354.See file dsdata.txt to determine how the superseded data were derived.
 EH0354
 EH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT909656(NAD 83)
 EH0354_MARKER: B = BOLT
 EH0354_SETTING: 80 = SET IN A BOULDER
 EH0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0354+STABILITY: SURFACE MOTION
 EH0354
 EH0354  HISTORY     - Date     Condition        Report By
 EH0354  HISTORY     - UNK      MONUMENTED       DOD
 EH0354  HISTORY     - 1934     GOOD             CGS
 EH0354  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0354
 EH0354                          STATION DESCRIPTION
 EH0354
 EH0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0354'1 MI S FROM HURRICANE POINT.
 EH0354'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 EH0354'USE STANDARD CAP.  A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN.
 EH0354'ABOVE THE GROUND.  LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, NEAR
 EH0354'DENNIS LANDING, BOLIVAR COUNTY, MISSISSIPPI.  ABOUT 1 MILE SOUTH OF
 EH0354'HURRICANE POINT.  IN OLD HEDGE ROW RUNNING ALONG DIRT ROAD LEADING
 EH0354'FROM DENNIS LANDING, AND AT A POINT WHERE DIRT ROAD LEADS INTO FARM.
 EH0354'IN SOUTHWEST CORNER OF FENCE.  NOTE-- AREA GROWN OVER WITH HEAVY BRUSH
 EH0354'AND DEFINITE LANDMARKS GONE.
 EH0354
 EH0354                          STATION RECOVERY (1967)
 EH0354
 EH0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0353 ***********************************************************************
 EH0353  DESIGNATION -  7 M CAP
 EH0353  PID         -  EH0353
 EH0353  STATE/COUNTY-  MS/BOLIVAR
 EH0353  USGS QUAD   -  LACONIA (1982)
 EH0353
 EH0353                         *CURRENT SURVEY CONTROL
 EH0353  ___________________________________________________________________
 EH0353* NAD 83(1986)-  34 00 50.     (N)    090 55 56.     (W)     SCALED    
 EH0353* NAVD 88     -        48.77   (+/-2cm)     160.0    (feet)  VERTCON   
 EH0353  ___________________________________________________________________
 EH0353  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0353  VERT ORDER  -  ? (See Below)
 EH0353
 EH0353.The horizontal coordinates were scaled from a topographic map and have
 EH0353.an estimated accuracy of +/- 6 seconds.
 EH0353
 EH0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0353.The vertical order pertains to the NGVD 29 superseded value.
 EH0353
 EH0353.The geoid height was determined by GEOID03.
 EH0353
 EH0353;                    North         East    Units  Estimated Accuracy
 EH0353;SPC MS W     -   500,650.      644,680.      MT  (+/- 180 meters Scaled)
 EH0353
 EH0353                          SUPERSEDED SURVEY CONTROL
 EH0353
 EH0353  NGVD 29 (??/??/??)   48.815  (m)          160.15   (f) ADJUSTED    ?  
 EH0353
 EH0353.Superseded values are not recommended for survey control.
 EH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0353.See file dsdata.txt to determine how the superseded data were derived.
 EH0353
 EH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT909656(NAD 83)
 EH0353_MARKER: P = PIPE CAP
 EH0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0353
 EH0353  HISTORY     - Date     Condition        Report By
 EH0353  HISTORY     - UNK      MONUMENTED       DOD
 EH0353  HISTORY     - 1934     GOOD             CGS
 EH0353  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0353
 EH0353                          STATION DESCRIPTION
 EH0353
 EH0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0353'1 MI S FROM HURRICANE POINT.
 EH0353'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN. ABOVE THE
 EH0353'GROUND.  LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, NEAR DENNIS
 EH0353'LANDING, BOLIVAR COUNTY, MISSISSIPPI.  ABOUT 1 MILE SOUTH OF HURRICANE
 EH0353'POINT.  IN OLD HEDGE ROW RUNNING ALONG DIRT ROAD LEADING FROM DENNIS
 EH0353'LANDING, AND AT A POINT WHERE DIRT ROAD LEADS INTO FARM. IN SOUTHWEST
 EH0353'CORNER OF FENCE.  NOTE-- AREA GROWN OVER WITH HEAVY BRUSH AND DEFINITE
 EH0353'LANDMARKS GONE.
 EH0353
 EH0353                          STATION RECOVERY (1967)
 EH0353
 EH0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1565 ***********************************************************************
 DJ1565  DESIGNATION -  7003
 DJ1565  PID         -  DJ1565
 DJ1565  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1565  USGS QUAD   -  STARKVILLE (1982)
 DJ1565
 DJ1565                         *CURRENT SURVEY CONTROL
 DJ1565  ___________________________________________________________________
 DJ1565* NAD 83(1993)-  33 26 58.11474(N)    088 47 27.67539(W)     ADJUSTED  
 DJ1565* NAVD 88     -       141.83   (+/-2cm)     465.3    (feet)  VERTCON   
 DJ1565  ___________________________________________________________________
 DJ1565  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ1565  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1565  HORZ ORDER  -  SECOND
 DJ1565  VERT ORDER  -  THIRD ? (See Below)
 DJ1565
 DJ1565.The horizontal coordinates were established by classical geodetic methods
 DJ1565.and adjusted by the National Geodetic Survey in May 1994.
 DJ1565
 DJ1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1565.The vertical order pertains to the NGVD 29 superseded value.
 DJ1565
 DJ1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1565
 DJ1565.The geoid height was determined by GEOID03.
 DJ1565
 DJ1565;                    North         East     Units Scale Factor Converg.
 DJ1565;SPC MS E     -   437,888.401   303,933.861   MT  0.99995019   +0 01 24.0
 DJ1565;SPC MS E     - 1,436,638.86    997,156.34   sFT  0.99995019   +0 01 24.0
 DJ1565;UTM  16      - 3,702,552.137   333,533.047   MT  0.99994165   -0 59 14.8
 DJ1565
 DJ1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1565!SPC MS E     -   0.99998216  x   0.99995019  =   0.99993235
 DJ1565!UTM  16      -   0.99998216  x   0.99994165  =   0.99992381
 DJ1565
 DJ1565:                Primary Azimuth Mark                     Grid Az
 DJ1565:SPC MS E     -  MSU CHAPEL TOWER                         004 56 28.8
 DJ1565:UTM  16      -  MSU CHAPEL TOWER                         005 57 07.6
 DJ1565
 DJ1565|---------------------------------------------------------------------|
 DJ1565| PID    Reference Object                     Distance      Geod. Az  |
 DJ1565|                                                           dddmmss.s |
 DJ1565| DJ1736 MSU CHAPEL TOWER                    APPROX. 0.8 KM 0045752.8 |
 DJ1565| DJ1741 MSU STEAM STACK                     APPROX. 0.6 KM 0421942.9 |
 DJ1565| DJ1748 STARKVILLE CV MAST                  APPROX. 1.7 KM 0900717.6 |
 DJ1565| DJ1739 MSU PRES HOME                       APPROX. 0.5 KM 0941914.0 |
 DJ1565| DJ1740 MSU RICE HALL ROD                     3.335 METERS 22757     |
 DJ1565| DJ1563 7002                                APPROX. 0.8 KM 3382911.0 |
 DJ1565| DJ1742 MSU WATER TANK                      APPROX. 1.1 KM 3513549.5 |
 DJ1565|---------------------------------------------------------------------|
 DJ1565
 DJ1565                          SUPERSEDED SURVEY CONTROL
 DJ1565
 DJ1565  NAD 83(1993)-  33 26 58.12500(N)    088 47 27.67424(W) AD(       ) 2
 DJ1565  NAD 83(1986)-  33 26 58.12569(N)    088 47 27.67440(W) AD(       ) 2
 DJ1565  NGVD 29 (01/23/89)  141.79   (m)          465.2    (f) LEVELING    3  
 DJ1565
 DJ1565.Superseded values are not recommended for survey control.
 DJ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1565.See file dsdata.txt to determine how the superseded data were derived.
 DJ1565
 DJ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3353302552(NAD 83)
 DJ1565_MARKER: W = UNMONUMENTED
 DJ1565
 DJ1565  HISTORY     - Date     Condition        Report By
 DJ1565  HISTORY     - UNK      MONUMENTED
 DJ1565  HISTORY     - 20060823 MARK NOT FOUND   MSSU
 DJ1565
 DJ1565                          STATION DESCRIPTION
 DJ1565
 DJ1565'DESCRIBED UNK
 DJ1565'RECOVERED AS DESCRIBED.
 DJ1565
 DJ1565                          STATION RECOVERY (2006)
 DJ1565
 DJ1565'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 DJ1565'MARK DESTROYED DUE TO CONSTRUCTION OF BUILDING
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2826 ***********************************************************************
 CP2826  DESIGNATION -  7030 MSLD 1958
 CP2826  PID         -  CP2826
 CP2826  STATE/COUNTY-  MS/ISSAQUENA
 CP2826  USGS QUAD   -  WHITING BAYOU (1994)
 CP2826
 CP2826                         *CURRENT SURVEY CONTROL
 CP2826  ___________________________________________________________________
 CP2826* NAD 83(1993)-  32 49 47.99375(N)    091 06 23.88520(W)     ADJUSTED  
 CP2826* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 CP2826  ___________________________________________________________________
 CP2826  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CP2826  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2826  HORZ ORDER  -  SECOND
 CP2826
 CP2826.The horizontal coordinates were established by classical geodetic methods
 CP2826.and adjusted by the National Geodetic Survey in May 1994.
 CP2826
 CP2826.The orthometric height was scaled from a topographic map.
 CP2826
 CP2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2826
 CP2826.The geoid height was determined by GEOID03.
 CP2826
 CP2826;                    North         East     Units Scale Factor Converg.
 CP2826;SPC MS W     -   369,451.517   627,596.928   MT  1.00001461   -0 25 09.3
 CP2826;SPC MS W     - 1,212,108.85  2,059,040.92   sFT  1.00001461   -0 25 09.3
 CP2826;SPC LA N     -   259,189.487 1,130,465.402   MT  1.00004132   +0 44 12.0
 CP2826;SPC LA N     -   850,357.51  3,708,868.57   sFT  1.00004132   +0 44 12.0
 CP2826;UTM  15      - 3,634,028.658   677,222.104   MT  0.99998728   +1 01 36.3
 CP2826
 CP2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2826!SPC MS W     -   0.99999819  x   1.00001461  =   1.00001280
 CP2826!SPC LA N     -   0.99999819  x   1.00004132  =   1.00003951
 CP2826!UTM  15      -   0.99999819  x   0.99998728  =   0.99998547
 CP2826
 CP2826                          SUPERSEDED SURVEY CONTROL
 CP2826
 CP2826  NAD 83(1993)-  32 49 48.00232(N)    091 06 23.88061(W) AD(       ) 2
 CP2826  NAD 83(1986)-  32 49 48.00616(N)    091 06 23.87869(W) AD(       ) 2
 CP2826  NAD 27      -  32 49 47.54150(N)    091 06 23.49080(W) AD(       ) 2
 CP2826
 CP2826.Superseded values are not recommended for survey control.
 CP2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2826.See file dsdata.txt to determine how the superseded data were derived.
 CP2826
 CP2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7722234029(NAD 83)
 CP2826_MARKER: DD = SURVEY DISK
 CP2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2826+STABILITY: SURFACE MOTION
 CP2826
 CP2826  HISTORY     - Date     Condition        Report By
 CP2826  HISTORY     - 1958     MONUMENTED       MRC
 CP2826
 CP2826                          STATION DESCRIPTION
 CP2826
 CP2826'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1958 (OSR)
 CP2826'THE STATION IS ABOUT 6 MILES SOUTHWEST OF MAYERSVILLE, 3-1/2
 CP2826'MILES NORTH-NORTHEAST OF TALLULA, 1-1/4 MILES NORTHWEST
 CP2826'OF STATE HIGHWAY 1 AND 3/4 MILE SOUTHEAST OF EAST BANK OF
 CP2826'MISSISSIPPI RIVER.  IT IS 199 FEET WEST-NORTHWEST OF A CROSSROADS,
 CP2826'59 FEET SOUTH OF THE CENTER OF A ROAD LEADING TO THE LEVEE
 CP2826'AND 24 FEET NORTHWEST OF THE CENTER OF A ROAD ON THE LEVEE.
 CP2826'
 CP2826'THE MARK IS A STANDARD MISSISSIPPI LEVEE DISTRICT DISK,
 CP2826'STAMPED 7030, SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE
 CP2826'POST PROJECTING 14 INCHES.  MISS LEVEE DIST 1936 IS CAST
 CP2826'IN THE DISK.
 CP2826'
 CP2826'A SECOND ORDER TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 CP2826'STATION CARLISLE AND THE DISTANCE IS 90.758 METERS AND OR
 CP2826'(297.76 FEET SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1567 ***********************************************************************
 DJ1567  DESIGNATION -  7101
 DJ1567  PID         -  DJ1567
 DJ1567  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1567  USGS QUAD   -  STARKVILLE (1982)
 DJ1567
 DJ1567                         *CURRENT SURVEY CONTROL
 DJ1567  ___________________________________________________________________
 DJ1567* NAD 83(1993)-  33 28 04.96563(N)    088 47 34.27821(W)     ADJUSTED  
 DJ1567* NAVD 88     -       107.34   (+/-2cm)     352.2    (feet)  VERTCON   
 DJ1567  ___________________________________________________________________
 DJ1567  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1567  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1567  HORZ ORDER  -  SECOND
 DJ1567  VERT ORDER  -  THIRD ? (See Below)
 DJ1567
 DJ1567.The horizontal coordinates were established by classical geodetic methods
 DJ1567.and adjusted by the National Geodetic Survey in May 1994.
 DJ1567
 DJ1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1567.The vertical order pertains to the NGVD 29 superseded value.
 DJ1567
 DJ1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1567
 DJ1567.The geoid height was determined by GEOID03.
 DJ1567
 DJ1567;                    North         East     Units Scale Factor Converg.
 DJ1567;SPC MS E     -   439,947.844   303,762.538   MT  0.99995017   +0 01 20.4
 DJ1567;SPC MS E     - 1,443,395.55    996,594.26   sFT  0.99995017   +0 01 20.4
 DJ1567;UTM  16      - 3,704,614.265   333,398.089   MT  0.99994221   -0 59 20.2
 DJ1567
 DJ1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1567!SPC MS E     -   0.99998757  x   0.99995017  =   0.99993774
 DJ1567!UTM  16      -   0.99998757  x   0.99994221  =   0.99992978
 DJ1567
 DJ1567                          SUPERSEDED SURVEY CONTROL
 DJ1567
 DJ1567  NAD 83(1993)-  33 28 04.97574(N)    088 47 34.27694(W) AD(       ) 2
 DJ1567  NAD 83(1986)-  33 28 04.97635(N)    088 47 34.27707(W) AD(       ) 2
 DJ1567  NGVD 29 (01/23/89)  107.30   (m)          352.0    (f) LEVELING    3  
 DJ1567
 DJ1567.Superseded values are not recommended for survey control.
 DJ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1567.See file dsdata.txt to determine how the superseded data were derived.
 DJ1567
 DJ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3339804614(NAD 83)
 DJ1567_MARKER: DD = SURVEY DISK
 DJ1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1567+STABILITY: SURFACE MOTION
 DJ1567
 DJ1567  HISTORY     - Date     Condition        Report By
 DJ1567  HISTORY     - 1971     MONUMENTED       MSSU
 DJ1567  HISTORY     - 1986     GOOD             MSSU
 DJ1567  HISTORY     - 20040909 MARK NOT FOUND   MSSU
 DJ1567
 DJ1567                          STATION DESCRIPTION
 DJ1567
 DJ1567'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1971 (RB)
 DJ1567'THE STATION IS A MSHD DISK STAMPED---7101---SET IN 12-INCH CONCRETE
 DJ1567'CYLINDER FLUSH WITH GROUND 29.40 FT SE OF SE CORNER OF DAIRY BARN,
 DJ1567'27.219 FT NE OF STATION 6911, 0.25 MILE EAST OF MS HWY 12 JCT., 150 FT
 DJ1567'NORTH OF US HWY 82 ON HIGH HILL.  AN UNDERGOURND MARK WAS ESTABLISHED.
 DJ1567
 DJ1567                          STATION RECOVERY (1986)
 DJ1567
 DJ1567'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1567'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ1567
 DJ1567                          STATION RECOVERY (2004)
 DJ1567
 DJ1567'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (JS)
 DJ1567'THERE HAS BEEN EXCAVATION, THEREFORE THIS POINT IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1568 ***********************************************************************
 DJ1568  DESIGNATION -  7102
 DJ1568  PID         -  DJ1568
 DJ1568  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1568  USGS QUAD   -  STARKVILLE (1982)
 DJ1568
 DJ1568                         *CURRENT SURVEY CONTROL
 DJ1568  ___________________________________________________________________
 DJ1568* NAD 83(1993)-  33 27 41.98951(N)    088 47 48.88476(W)     ADJUSTED  
 DJ1568* NAVD 88     -       111.11   (+/-2cm)     364.5    (feet)  VERTCON   
 DJ1568  ___________________________________________________________________
 DJ1568  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DJ1568  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1568  HORZ ORDER  -  SECOND
 DJ1568  VERT ORDER  -  THIRD ? (See Below)
 DJ1568
 DJ1568.The horizontal coordinates were established by classical geodetic methods
 DJ1568.and adjusted by the National Geodetic Survey in May 1994.
 DJ1568
 DJ1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1568.The vertical order pertains to the NGVD 29 superseded value.
 DJ1568
 DJ1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1568
 DJ1568.The geoid height was determined by GEOID03.
 DJ1568
 DJ1568;                    North         East     Units Scale Factor Converg.
 DJ1568;SPC MS E     -   439,239.866   303,385.645   MT  0.99995014   +0 01 12.3
 DJ1568;SPC MS E     - 1,441,072.79    995,357.74   sFT  0.99995014   +0 01 12.3
 DJ1568;UTM  16      - 3,703,913.054   333,008.764   MT  0.99994381   -0 59 27.6
 DJ1568
 DJ1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1568!SPC MS E     -   0.99998698  x   0.99995014  =   0.99993712
 DJ1568!UTM  16      -   0.99998698  x   0.99994381  =   0.99993079
 DJ1568
 DJ1568                          SUPERSEDED SURVEY CONTROL
 DJ1568
 DJ1568  NAD 83(1993)-  33 27 41.99983(N)    088 47 48.88359(W) AD(       ) 2
 DJ1568  NAD 83(1986)-  33 27 42.00022(N)    088 47 48.88378(W) AD(       ) 2
 DJ1568  NGVD 29 (01/23/89)  111.07   (m)          364.4    (f) LEVELING    3  
 DJ1568
 DJ1568.Superseded values are not recommended for survey control.
 DJ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1568.See file dsdata.txt to determine how the superseded data were derived.
 DJ1568
 DJ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3300903913(NAD 83)
 DJ1568_MARKER: DD = SURVEY DISK
 DJ1568_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ1568+WITH SETTING: PAVEMENT
 DJ1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1568+STABILITY: SURFACE MOTION
 DJ1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1568+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 DJ1568
 DJ1568  HISTORY     - Date     Condition        Report By
 DJ1568  HISTORY     - 1971     MONUMENTED       MSSU
 DJ1568  HISTORY     - 20040826 GOOD             USPSQD
 DJ1568  HISTORY     - 20070401 GOOD             MSSU
 DJ1568
 DJ1568                          STATION DESCRIPTION
 DJ1568
 DJ1568'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1971 (RB)
 DJ1568'THE STATION IS A MSHD DISK STAMPED---7102---SET IN THE NE ABUTMENT OF
 DJ1568'THE EAST MS HWY 12 BRIDGE OVER COLLEGEVIEW STREET AT WEST EDGE OF MSU
 DJ1568'CAMPUS.
 DJ1568
 DJ1568                          STATION RECOVERY (2004)
 DJ1568
 DJ1568'RECOVERY NOTE BY US POWER SQUADRON 2004 (JOT)
 DJ1568'RECOVERED IN GOOD CONDITION.
 DJ1568
 DJ1568                          STATION RECOVERY (2007)
 DJ1568
 DJ1568'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (SBS)
 DJ1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2026 ***********************************************************************
 EG2026  DESIGNATION -  72 V 100
 EG2026  PID         -  EG2026
 EG2026  STATE/COUNTY-  MS/ALCORN
 EG2026  USGS QUAD   -  CORINTH (1982)
 EG2026
 EG2026                         *CURRENT SURVEY CONTROL
 EG2026  ___________________________________________________________________
 EG2026* NAD 83(1986)-  34 55 50.     (N)    088 33 30.     (W)     SCALED    
 EG2026* NAVD 88     -       136.557  (meters)     448.02   (feet)  ADJUSTED  
 EG2026  ___________________________________________________________________
 EG2026  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG2026  DYNAMIC HT  -         136.427 (meters)     447.59  (feet)  COMP
 EG2026  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EG2026
 EG2026  VERT ORDER  -  SECOND    CLASS II
 EG2026
 EG2026.The horizontal coordinates were scaled from a topographic map and have
 EG2026.an estimated accuracy of +/- 6 seconds.
 EG2026
 EG2026.The orthometric height was determined by differential leveling
 EG2026.and adjusted in June 1991.
 EG2026
 EG2026.The geoid height was determined by GEOID03.
 EG2026
 EG2026.The dynamic height is computed by dividing the NAVD 88
 EG2026.geopotential number by the normal gravity value computed on the
 EG2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2026.degrees latitude (g = 980.6199 gals.).
 EG2026
 EG2026.The modeled gravity was interpolated from observed gravity values.
 EG2026
 EG2026;                    North         East    Units  Estimated Accuracy
 EG2026;SPC MS E     -   602,200.      325,120.      MT  (+/- 180 meters Scaled)
 EG2026
 EG2026                          SUPERSEDED SURVEY CONTROL
 EG2026
 EG2026.No superseded survey control is available for this station.
 EG2026
 EG2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD576664(NAD 83)
 EG2026_MARKER: DR = REFERENCE MARK DISK
 EG2026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG2026_SP_SET: HEADWALL
 EG2026_STAMPING: BM 72V 100 1987
 EG2026_MARK LOGO: MSHD  
 EG2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2026+STABILITY: SURFACE MOTION
 EG2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2026+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2026
 EG2026  HISTORY     - Date     Condition        Report By
 EG2026  HISTORY     - 1987     MONUMENTED       MSHD
 EG2026  HISTORY     - 19970501 GOOD             USE
 EG2026
 EG2026                          STATION DESCRIPTION
 EG2026
 EG2026'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2026'1.22 KM (0.75 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF U.S.
 EG2026'HIGHWAY 45 BYPASS, IN WEST EDGE OF CORINTH, TO MARK ON THE RIGHT, SET
 EG2026'IN DRILL HOLE IN TOP OF EAST END OF NORTH HEADWALL OF CONCRETE BOX
 EG2026'CULVERT, 11.89 M (39.0 FT) NORTH OF THE CENTER OF HIGHWAY 72, 0.30 M
 EG2026'(1.0 FT) WEST OF A CARSONITE WITNESS POST AND 0.60 M (2.0 FT) BELOW
 EG2026'THE LEVEL OF HIGHWAY.
 EG2026
 EG2026                          STATION RECOVERY (1997)
 EG2026
 EG2026'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 EG2026'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1954 ***********************************************************************
 EG1954  DESIGNATION -  72 V 37
 EG1954  PID         -  EG1954
 EG1954  STATE/COUNTY-  MS/MARSHALL
 EG1954  USGS QUAD   -  MT PLEASANT (1971)
 EG1954
 EG1954                         *CURRENT SURVEY CONTROL
 EG1954  ___________________________________________________________________
 EG1954* NAD 83(1986)-  34 59 44.     (N)    089 37 05.     (W)     SCALED    
 EG1954* NAVD 88     -       119.107  (meters)     390.77   (feet)  POSTED    
 EG1954  ___________________________________________________________________
 EG1954  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1954  DYNAMIC HT  -         118.990 (meters)     390.39  (feet)  COMP
 EG1954  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EG1954
 EG1954  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1954
 EG1954.The horizontal coordinates were scaled from a topographic map and have
 EG1954.an estimated accuracy of +/- 6 seconds.
 EG1954
 EG1954.The orthometric height was determined by differential leveling
 EG1954.and adjusted by the  in 1992.
 EG1954.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1954.rate of 0.0 thru 1.0 mm/km.
 EG1954
 EG1954.The geoid height was determined by GEOID03.
 EG1954
 EG1954.The dynamic height is computed by dividing the NAVD 88
 EG1954.geopotential number by the normal gravity value computed on the
 EG1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1954.degrees latitude (g = 980.6199 gals.).
 EG1954
 EG1954.The modeled gravity was interpolated from observed gravity values.
 EG1954
 EG1954;                    North         East    Units  Estimated Accuracy
 EG1954;SPC MS E     -   609,660.      228,360.      MT  (+/- 180 meters Scaled)
 EG1954
 EG1954                          SUPERSEDED SURVEY CONTROL
 EG1954
 EG1954.No superseded survey control is available for this station.
 EG1954
 EG1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD610756(NAD 83)
 EG1954_MARKER: DR = REFERENCE MARK DISK
 EG1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1954_SP_SET: CONCRETE POST
 EG1954_STAMPING: BM 72V 37 1987
 EG1954_MARK LOGO: MSHD  
 EG1954_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1954+STABILITY: SURFACE MOTION
 EG1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1954+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1954
 EG1954  HISTORY     - Date     Condition        Report By
 EG1954  HISTORY     - 1987     MONUMENTED       MSHD
 EG1954  HISTORY     - 20080415 MARK NOT FOUND   MSDOT
 EG1954
 EG1954                          STATION DESCRIPTION
 EG1954
 EG1954'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1954'10.46 KM (6.50 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE INTERSECTION OF
 EG1954'U.S. HIGHWAY 72 AND STATE HIGHWAY 311 AT MT. PLEASENT TO THE MARK ON
 EG1954'THE RIGHT AT THE STATE LINE, 15.24 M (50.0 FT) NORTH NORTHEAST OF THE
 EG1954'CENTER OF HIGHWAY 72, 15.06 M (49.4 FT) EAST OF MILE POST-0, 8.23 M
 EG1954'(27.0 FT) NORTHEAST OF FAYETTE COUNTY LINE SIGN, 0.56 M (1.8 FT) SOUTH
 EG1954'OF POWER POLE, 3.66 M (12.0 FT) SOUTHWEST OF FENCE LINE, 0.45 M
 EG1954'(1.5 FT) SOUTHWEST OF A CARSONITE WITNESS POST, 0.60 M (2.0 FT) ABOVE
 EG1954'LEVEL OF HIGHWAY 72 AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 EG1954'WITH THE GROUND.
 EG1954
 EG1954                          STATION RECOVERY (2008)
 EG1954
 EG1954'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1954'MARK APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1955 ***********************************************************************
 EG1955  DESIGNATION -  72 V 38
 EG1955  PID         -  EG1955
 EG1955  STATE/COUNTY-  MS/MARSHALL
 EG1955  USGS QUAD   -  MT PLEASANT (1971)
 EG1955
 EG1955                         *CURRENT SURVEY CONTROL
 EG1955  ___________________________________________________________________
 EG1955* NAD 83(1986)-  34 59 42.     (N)    089 36 49.     (W)     SCALED    
 EG1955* NAVD 88     -       121.814  (meters)     399.65   (feet)  POSTED    
 EG1955  ___________________________________________________________________
 EG1955  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1955  DYNAMIC HT  -         121.700 (meters)     399.28  (feet)  COMP
 EG1955  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 EG1955
 EG1955  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1955
 EG1955.The horizontal coordinates were scaled from a topographic map and have
 EG1955.an estimated accuracy of +/- 6 seconds.
 EG1955
 EG1955.The orthometric height was determined by differential leveling
 EG1955.and adjusted by the  in 1992.
 EG1955.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1955.rate of 0.0 thru 1.0 mm/km.
 EG1955
 EG1955.The geoid height was determined by GEOID03.
 EG1955
 EG1955.The dynamic height is computed by dividing the NAVD 88
 EG1955.geopotential number by the normal gravity value computed on the
 EG1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1955.degrees latitude (g = 980.6199 gals.).
 EG1955
 EG1955.The modeled gravity was interpolated from observed gravity values.
 EG1955
 EG1955;                    North         East    Units  Estimated Accuracy
 EG1955;SPC MS E     -   609,600.      228,770.      MT  (+/- 180 meters Scaled)
 EG1955
 EG1955                          SUPERSEDED SURVEY CONTROL
 EG1955
 EG1955.No superseded survey control is available for this station.
 EG1955
 EG1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD614756(NAD 83)
 EG1955_MARKER: DR = REFERENCE MARK DISK
 EG1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1955_SP_SET: CONCRETE POST
 EG1955_STAMPING: BM 72V 38 1987
 EG1955_MARK LOGO: MSHD  
 EG1955_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1955+STABILITY: SURFACE MOTION
 EG1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1955+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 EG1955
 EG1955  HISTORY     - Date     Condition        Report By
 EG1955  HISTORY     - 1987     MONUMENTED       MSHD
 EG1955  HISTORY     - 20080415 GOOD             MSDOT
 EG1955
 EG1955                          STATION DESCRIPTION
 EG1955
 EG1955'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1955'9.90 KM (6.15 MI) WEST ON U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE
 EG1955'HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE RIGHT, 16.31 M
 EG1955'(53.5 FT) NORTHEAST OF THE CENTER OF U.S. 72, 11.28 M (37.0 FT)
 EG1955'NORTHWEST OF THE CENTER OF MAGNOLIA DRIVE, 5.58 M (18.3 FT) EAST OF A
 EG1955'GUY WIRE BASE, 0.55 M (1.8 FT) SOUTH SOUTHWEST OF A POWER POLE WITH
 EG1955'TRANSFORMER, 0.42 M (1.4 FT) SOUTH SOUTHWEST OF A CARSONITE WITNESS
 EG1955'POST, 0.60 M (2.0 FT) ABOVE LEVEL OF HIGHWAY AND SET IN TOP OF A ROUND
 EG1955'CONCRETE POST, FLUSH WITH THE GROUND.
 EG1955
 EG1955                          STATION RECOVERY (2008)
 EG1955
 EG1955'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1955'MARK RECOVERED AS DESCRIBED. LATITUDE AND LONGITUDE MORE CORRECTLY
 EG1955'GIVEN AS LAT 34-59-29, LONG 89-36-48
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1957 ***********************************************************************
 EG1957  DESIGNATION -  72 V 39
 EG1957  PID         -  EG1957
 EG1957  STATE/COUNTY-  MS/MARSHALL
 EG1957  USGS QUAD   -  MT PLEASANT (1971)
 EG1957
 EG1957                         *CURRENT SURVEY CONTROL
 EG1957  ___________________________________________________________________
 EG1957* NAD 83(1986)-  34 59 05.     (N)    089 35 38.     (W)     SCALED    
 EG1957* NAVD 88     -       126.856  (meters)     416.19   (feet)  POSTED    
 EG1957  ___________________________________________________________________
 EG1957  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1957  DYNAMIC HT  -         126.740 (meters)     415.81  (feet)  COMP
 EG1957  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 EG1957
 EG1957  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1957
 EG1957.The horizontal coordinates were scaled from a topographic map and have
 EG1957.an estimated accuracy of +/- 6 seconds.
 EG1957
 EG1957.The orthometric height was determined by differential leveling
 EG1957.and adjusted by the  in 1992.
 EG1957.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1957.rate of 0.0 thru 1.0 mm/km.
 EG1957
 EG1957.The geoid height was determined by GEOID03.
 EG1957
 EG1957.The dynamic height is computed by dividing the NAVD 88
 EG1957.geopotential number by the normal gravity value computed on the
 EG1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1957.degrees latitude (g = 980.6199 gals.).
 EG1957
 EG1957.The modeled gravity was interpolated from observed gravity values.
 EG1957
 EG1957;                    North         East    Units  Estimated Accuracy
 EG1957;SPC MS E     -   608,440.      230,560.      MT  (+/- 180 meters Scaled)
 EG1957
 EG1957                          SUPERSEDED SURVEY CONTROL
 EG1957
 EG1957.No superseded survey control is available for this station.
 EG1957
 EG1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD632744(NAD 83)
 EG1957_MARKER: DR = REFERENCE MARK DISK
 EG1957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1957_SP_SET: HEADWALL
 EG1957_STAMPING: BM 72V 39 1987
 EG1957_MARK LOGO: MSHD  
 EG1957_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1957+STABILITY: SURFACE MOTION
 EG1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1957+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 EG1957
 EG1957  HISTORY     - Date     Condition        Report By
 EG1957  HISTORY     - 1987     MONUMENTED       MSHD
 EG1957  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1957  HISTORY     - 20080415 GOOD             MSDOT
 EG1957
 EG1957                          STATION DESCRIPTION
 EG1957
 EG1957'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1957'7.97 KM (4.95 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1957'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE RIGHT, IN EAST
 EG1957'END OF CONCRETE BOX CULVERT, 21.64 M (71.0 FT) NORTHWEST OF TELEPHONE
 EG1957'POLE NO. 87, 8.53 M (28.0 FT) SOUTH OF FENCE LINE, 6.40 M (21.0 FT)
 EG1957'NORTH OF CENTER HIGHWAY 72, 0.30 M (1.0 FT) EAST OF CARSONITE WITNESS
 EG1957'POST AND 0.60 M (2.0 FT) BELOW LEVEL OF HIGHWAY 72.
 EG1957
 EG1957                          STATION RECOVERY (2002)
 EG1957
 EG1957'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1957'DESTROYED DUE TO NEW HWY 72.
 EG1957
 EG1957                          STATION RECOVERY (2008)
 EG1957
 EG1957'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1958 ***********************************************************************
 EG1958  DESIGNATION -  72 V 40
 EG1958  PID         -  EG1958
 EG1958  STATE/COUNTY-  MS/MARSHALL
 EG1958  USGS QUAD   -  MT PLEASANT (1971)
 EG1958
 EG1958                         *CURRENT SURVEY CONTROL
 EG1958  ___________________________________________________________________
 EG1958* NAD 83(1986)-  34 58 45.     (N)    089 34 41.     (W)     SCALED    
 EG1958* NAVD 88     -       126.250  (meters)     414.21   (feet)  POSTED    
 EG1958  ___________________________________________________________________
 EG1958  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1958  DYNAMIC HT  -         126.130 (meters)     413.81  (feet)  COMP
 EG1958  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 EG1958
 EG1958  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1958
 EG1958.The horizontal coordinates were scaled from a topographic map and have
 EG1958.an estimated accuracy of +/- 6 seconds.
 EG1958
 EG1958.The orthometric height was determined by differential leveling
 EG1958.and adjusted by the  in 1992.
 EG1958.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1958.rate of 0.0 thru 1.0 mm/km.
 EG1958
 EG1958.The geoid height was determined by GEOID03.
 EG1958
 EG1958.The dynamic height is computed by dividing the NAVD 88
 EG1958.geopotential number by the normal gravity value computed on the
 EG1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1958.degrees latitude (g = 980.6199 gals.).
 EG1958
 EG1958.The modeled gravity was interpolated from observed gravity values.
 EG1958
 EG1958;                    North         East    Units  Estimated Accuracy
 EG1958;SPC MS E     -   607,820.      232,000.      MT  (+/- 180 meters Scaled)
 EG1958
 EG1958                          SUPERSEDED SURVEY CONTROL
 EG1958
 EG1958.No superseded survey control is available for this station.
 EG1958
 EG1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD646737(NAD 83)
 EG1958_MARKER: DR = REFERENCE MARK DISK
 EG1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1958_SP_SET: CONCRETE POST
 EG1958_STAMPING: BM 72V 40 1987
 EG1958_MARK LOGO: MSHD  
 EG1958_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1958+STABILITY: SURFACE MOTION
 EG1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1958+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1958
 EG1958  HISTORY     - Date     Condition        Report By
 EG1958  HISTORY     - 1987     MONUMENTED       MSHD
 EG1958  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1958  HISTORY     - 20080415 MARK NOT FOUND   MSDOT
 EG1958
 EG1958                          STATION DESCRIPTION
 EG1958
 EG1958'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1958'6.44 KM (4.00 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1958'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE ON THE RIGHT,
 EG1958'0.16 KM (0.10 MI) EAST OF A ROYAL CHAPEL C.M.E. CHURCH, 22.25 M
 EG1958'(73.0 FT) NORTH NORTHEAST OF THE CENTER OF U.S. HIGHWAY 72, 0.67 M
 EG1958'(2.2 FT) SOUTHEAST OF A POWER POLE, 0.45 M (1.5 FT) SOUTH SOUTHEAST OF
 EG1958'A CARSONITE WITNESS POST, LEVEL WITH HIGHWAY, AND SET IN TOP OF A
 EG1958'ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG1958
 EG1958                          STATION RECOVERY (2002)
 EG1958
 EG1958'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1958'DESTROYED DUE TO NEW HWY 72.
 EG1958
 EG1958                          STATION RECOVERY (2008)
 EG1958
 EG1958'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1958'MARK APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1959 ***********************************************************************
 EG1959  DESIGNATION -  72 V 41
 EG1959  PID         -  EG1959
 EG1959  STATE/COUNTY-  MS/MARSHALL
 EG1959  USGS QUAD   -  MT PLEASANT (1971)
 EG1959
 EG1959                         *CURRENT SURVEY CONTROL
 EG1959  ___________________________________________________________________
 EG1959* NAD 83(1986)-  34 58 22.     (N)    089 33 46.     (W)     SCALED    
 EG1959* NAVD 88     -       127.991  (meters)     419.92   (feet)  POSTED    
 EG1959  ___________________________________________________________________
 EG1959  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1959  DYNAMIC HT  -         127.870 (meters)     419.52  (feet)  COMP
 EG1959  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EG1959
 EG1959  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1959
 EG1959.The horizontal coordinates were scaled from a topographic map and have
 EG1959.an estimated accuracy of +/- 6 seconds.
 EG1959
 EG1959.The orthometric height was determined by differential leveling
 EG1959.and adjusted by the  in 1992.
 EG1959.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1959.rate of 0.0 thru 1.0 mm/km.
 EG1959
 EG1959.The geoid height was determined by GEOID03.
 EG1959
 EG1959.The dynamic height is computed by dividing the NAVD 88
 EG1959.geopotential number by the normal gravity value computed on the
 EG1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1959.degrees latitude (g = 980.6199 gals.).
 EG1959
 EG1959.The modeled gravity was interpolated from observed gravity values.
 EG1959
 EG1959;                    North         East    Units  Estimated Accuracy
 EG1959;SPC MS E     -   607,100.      233,390.      MT  (+/- 180 meters Scaled)
 EG1959
 EG1959                          SUPERSEDED SURVEY CONTROL
 EG1959
 EG1959.No superseded survey control is available for this station.
 EG1959
 EG1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD660730(NAD 83)
 EG1959_MARKER: DR = REFERENCE MARK DISK
 EG1959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1959_SP_SET: HEADWALL
 EG1959_STAMPING: BM 72V 41 1987
 EG1959_MARK LOGO: MSHD  
 EG1959_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1959+STABILITY: SURFACE MOTION
 EG1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1959+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 EG1959
 EG1959  HISTORY     - Date     Condition        Report By
 EG1959  HISTORY     - 1987     MONUMENTED       MSHD
 EG1959  HISTORY     - 20020412 GOOD             USACE
 EG1959  HISTORY     - 20080415 GOOD             MSDOT
 EG1959
 EG1959                          STATION DESCRIPTION
 EG1959
 EG1959'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1959'4.9L1 KM WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE HIGHWAY
 EG1959'311 AT MT. PLEASANT TO THE MARK ON THE RIGHT, IN EAST END OF A
 EG1959'CONCRETE HEADWALL OF A PIPE CULVERT, 27.43 M (90.0 FT) EAST SOUTHEAST
 EG1959'OF CENTER RED BANKS COVE ROAD, 12.41 M (40.7 FT) SOUTH OF TELEPHONE
 EG1959'SERVICE POLE, 8.23 M (27.0 FT) NORTHEAST OF CENTER HIGHWAY 72, 0.30 M
 EG1959'(1.0 FT) WEST OF A CARSONITE WITNESS POST AND 0.91 M (3.0 FT) BELOW
 EG1959'LEVEL OF HIGHWAY 72.
 EG1959
 EG1959                          STATION RECOVERY (2002)
 EG1959
 EG1959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1959'RECOVERED IN GOOD CONDITION.
 EG1959
 EG1959                          STATION RECOVERY (2008)
 EG1959
 EG1959'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1959'MARK RECOVERED AS DESCRIBED, IN THE NORTHEAST CORNER OF THE
 EG1959'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1961 ***********************************************************************
 EG1961  DESIGNATION -  72 V 42
 EG1961  PID         -  EG1961
 EG1961  STATE/COUNTY-  MS/MARSHALL
 EG1961  USGS QUAD   -  MT PLEASANT (1971)
 EG1961
 EG1961                         *CURRENT SURVEY CONTROL
 EG1961  ___________________________________________________________________
 EG1961* NAD 83(1986)-  34 57 41.     (N)    089 31 56.     (W)     SCALED    
 EG1961* NAVD 88     -       130.268  (meters)     427.39   (feet)  POSTED    
 EG1961  ___________________________________________________________________
 EG1961  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1961  DYNAMIC HT  -         130.140 (meters)     426.97  (feet)  COMP
 EG1961  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EG1961
 EG1961  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1961
 EG1961.The horizontal coordinates were scaled from a topographic map and have
 EG1961.an estimated accuracy of +/- 6 seconds.
 EG1961
 EG1961.The orthometric height was determined by differential leveling
 EG1961.and adjusted by the  in 1992.
 EG1961.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1961.rate of 0.0 thru 1.0 mm/km.
 EG1961
 EG1961.The geoid height was determined by GEOID03.
 EG1961
 EG1961.The dynamic height is computed by dividing the NAVD 88
 EG1961.geopotential number by the normal gravity value computed on the
 EG1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1961.degrees latitude (g = 980.6199 gals.).
 EG1961
 EG1961.The modeled gravity was interpolated from observed gravity values.
 EG1961
 EG1961;                    North         East    Units  Estimated Accuracy
 EG1961;SPC MS E     -   605,810.      236,170.      MT  (+/- 180 meters Scaled)
 EG1961
 EG1961                          SUPERSEDED SURVEY CONTROL
 EG1961
 EG1961.No superseded survey control is available for this station.
 EG1961
 EG1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD687716(NAD 83)
 EG1961_MARKER: DR = REFERENCE MARK DISK
 EG1961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1961_SP_SET: HEADWALL
 EG1961_STAMPING: BM 72V 42 1987
 EG1961_MARK LOGO: MSHD  
 EG1961_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1961+STABILITY: SURFACE MOTION
 EG1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1961+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1961
 EG1961  HISTORY     - Date     Condition        Report By
 EG1961  HISTORY     - 1987     MONUMENTED       MSHD
 EG1961  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1961
 EG1961                          STATION DESCRIPTION
 EG1961
 EG1961'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1961'1.53 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1961'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE RIGHT, IN THE
 EG1961'WEST END OF A CONCRETE HEADWALL OF A BOX CULVERT, 8.41 M (27.6 FT)
 EG1961'NORTH OF THE CENTER OF HIGHWAY 72, 3.78 M (12.4 FT) SOUTHWEST OF A 6
 EG1961'INCH SWEET GUM TREE, 1.07 M (3.5 FT) WEST OF THE EAST END OF HEADWALL,
 EG1961'1.24 M (4.1 FT) WEST OF A CARSONITE WITNESS POST AND 1.52 M (5.0 FT)
 EG1961'BELOW LEVEL WITH HIGHWAY 72.
 EG1961
 EG1961                          STATION RECOVERY (2002)
 EG1961
 EG1961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1961'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1962 ***********************************************************************
 EG1962  HT_MOD      -  This is a Height Modernization Survey Station.
 EG1962  DESIGNATION -  72 V 43
 EG1962  PID         -  EG1962
 EG1962  STATE/COUNTY-  MS/MARSHALL
 EG1962  USGS QUAD   -  MT PLEASANT (1971)
 EG1962
 EG1962                         *CURRENT SURVEY CONTROL
 EG1962  ___________________________________________________________________
 EG1962* NAD 83(2007)-  34 57 30.36848(N)    089 30 51.81187(W)     ADJUSTED  
 EG1962* NAVD 88     -       138.74   (meters)     455.2    (feet)  GPS OBS   
 EG1962  ___________________________________________________________________
 EG1962  EPOCH DATE  -        2002.00
 EG1962  X           -      44,352.894 (meters)                     COMP
 EG1962  Y           -  -5,232,973.417 (meters)                     COMP
 EG1962  Z           -   3,634,152.374 (meters)                     COMP
 EG1962  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EG1962  ELLIP HEIGHT-         111.101 (meters)          (02/10/07) ADJUSTED
 EG1962  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1962
 EG1962  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1962  Type    PID    Designation                      North   East  Ellip
 EG1962  -------------------------------------------------------------------
 EG1962  NETWORK EG1962 72 V 43                           1.55   1.39   2.29
 EG1962  -------------------------------------------------------------------
 EG1962
 EG1962.The horizontal coordinates were established by GPS observations
 EG1962.and adjusted by the National Geodetic Survey in February 2007.
 EG1962
 EG1962.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1962.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1962.The horizontal coordinates are valid at the epoch date displayed above.
 EG1962.The epoch date for horizontal control is a decimal equivalence
 EG1962.of Year/Month/Day.
 EG1962
 EG1962.The orthometric height was determined by GPS observations and a
 EG1962.high-resolution geoid model.
 EG1962.The orthometric height was determined by GPS observations and a
 EG1962.high-resolution geoid model using precise GPS observation and
 EG1962.processing techniques. It supersedes the leveled height previously
 EG1962.determined for this station.
 EG1962
 EG1962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1962
 EG1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1962
 EG1962.The ellipsoidal height was determined by GPS observations
 EG1962.and is referenced to NAD 83.
 EG1962
 EG1962.The geoid height was determined by GEOID03.
 EG1962
 EG1962;                    North         East     Units Scale Factor Converg.
 EG1962;SPC MS E     -   605,474.037   237,798.564   MT  0.99999767   -0 23 24.9
 EG1962;SPC MS E     - 1,986,459.40    780,177.46   sFT  0.99999767   -0 23 24.9
 EG1962;UTM  16      - 3,871,321.294   270,416.078   MT  1.00024967   -1 26 28.8
 EG1962
 EG1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1962!SPC MS E     -   0.99998256  x   0.99999767  =   0.99998023
 EG1962!UTM  16      -   0.99998256  x   1.00024967  =   1.00023223
 EG1962
 EG1962                          SUPERSEDED SURVEY CONTROL
 EG1962
 EG1962  NAD 83(1993)-  34 57 30.36828(N)    089 30 51.81150(W) AD(       ) B
 EG1962  ELLIP H (04/05/04)  111.107  (m)                       GP(       ) 4 1
 EG1962  NAVD 88 (??/??/92)  138.724  (m)          455.13   (f) POSTED      3  
 EG1962
 EG1962.Superseded values are not recommended for survey control.
 EG1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1962.See file dsdata.txt to determine how the superseded data were derived.
 EG1962
 EG1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7041671321(NAD 83)
 EG1962_MARKER: DR = REFERENCE MARK DISK
 EG1962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1962_SP_SET: HEADWALL
 EG1962_STAMPING: BM 72V 43 1987
 EG1962_MARK LOGO: MSHD  
 EG1962_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1962+STABILITY: SURFACE MOTION
 EG1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1962+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 EG1962
 EG1962  HISTORY     - Date     Condition        Report By
 EG1962  HISTORY     - 1987     MONUMENTED       MSHD
 EG1962  HISTORY     - 20020413 GOOD             USACE
 EG1962
 EG1962                          STATION DESCRIPTION
 EG1962
 EG1962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1962'0.16 KM (0.10 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1962'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE WEST
 EG1962'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 16.86 M (55.3 FT) NORTH
 EG1962'OF THE CENTER OF HIGHWAY 72, 8.57 M (28.1 FT) SOUTH OF 16 INCH WILLOW
 EG1962'TREE, 2.80 M (9.2 FT) SOUTHWEST OF 6 INCH TWIN BIRCH, 2.04 M (6.7 FT)
 EG1962'SOUTHEAST OF 6 INCH DOGWOOD TREE, 0.46 M (1.5 FT) EAST OF A CARSONITE
 EG1962'WITNESS POST, 1.82 M (6.0 FT) BELOW LEVEL OF HIGHWAY 72.
 EG1962
 EG1962                          STATION RECOVERY (2002)
 EG1962
 EG1962'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1963 ***********************************************************************
 EG1963  DESIGNATION -  72 V 44
 EG1963  PID         -  EG1963
 EG1963  STATE/COUNTY-  MS/MARSHALL
 EG1963  USGS QUAD   -  MT PLEASANT (1971)
 EG1963
 EG1963                         *CURRENT SURVEY CONTROL
 EG1963  ___________________________________________________________________
 EG1963* NAD 83(1986)-  34 57 22.     (N)    089 30 03.     (W)     SCALED    
 EG1963* NAVD 88     -       139.710  (meters)     458.37   (feet)  POSTED    
 EG1963  ___________________________________________________________________
 EG1963  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1963  DYNAMIC HT  -         139.580 (meters)     457.94  (feet)  COMP
 EG1963  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 EG1963
 EG1963  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1963
 EG1963.The horizontal coordinates were scaled from a topographic map and have
 EG1963.an estimated accuracy of +/- 6 seconds.
 EG1963
 EG1963.The orthometric height was determined by differential leveling
 EG1963.and adjusted by the  in 1992.
 EG1963.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1963.rate of 0.0 thru 1.0 mm/km.
 EG1963
 EG1963.The geoid height was determined by GEOID03.
 EG1963
 EG1963.The dynamic height is computed by dividing the NAVD 88
 EG1963.geopotential number by the normal gravity value computed on the
 EG1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1963.degrees latitude (g = 980.6199 gals.).
 EG1963
 EG1963.The modeled gravity was interpolated from observed gravity values.
 EG1963
 EG1963;                    North         East    Units  Estimated Accuracy
 EG1963;SPC MS E     -   605,210.      239,040.      MT  (+/- 180 meters Scaled)
 EG1963
 EG1963                          SUPERSEDED SURVEY CONTROL
 EG1963
 EG1963.No superseded survey control is available for this station.
 EG1963
 EG1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD716710(NAD 83)
 EG1963_MARKER: DR = REFERENCE MARK DISK
 EG1963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1963_SP_SET: HEADWALL
 EG1963_STAMPING: BM 72V 44 1987
 EG1963_MARK LOGO: MSHD  
 EG1963_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1963+STABILITY: SURFACE MOTION
 EG1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1963+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1963
 EG1963  HISTORY     - Date     Condition        Report By
 EG1963  HISTORY     - 1987     MONUMENTED       MSHD
 EG1963  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1963
 EG1963                          STATION DESCRIPTION
 EG1963
 EG1963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1963'1.77 KM (1.10 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1963'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE EAST
 EG1963'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 10.33 M (33.9 FT) NORTH
 EG1963'OF THE CENTER OF HIGHWAY 72, 9.18 M (30.1 FT) SOUTH OF FENCE, 8.81 M
 EG1963'(28.9 FT) SOUTH SOUTHWEST OF A 14 INCH SWEET GUM TREE, 6.16 M
 EG1963'(20.2 FT) WEST SOUTHWEST OF A 6 INCH ELM, 0.30 M (1.0 FT) WEST OF A
 EG1963'CARSONITE WITNESS POST AND 2.43 M (8.0 FT) BELOW LEVEL OF HIGHWAY 72.
 EG1963
 EG1963                          STATION RECOVERY (2002)
 EG1963
 EG1963'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1963'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1964 ***********************************************************************
 EG1964  DESIGNATION -  72 V 45
 EG1964  PID         -  EG1964
 EG1964  STATE/COUNTY-  MS/MARSHALL
 EG1964  USGS QUAD   -  SLAYDEN (1975)
 EG1964
 EG1964                         *CURRENT SURVEY CONTROL
 EG1964  ___________________________________________________________________
 EG1964* NAD 83(1986)-  34 57 14.     (N)    089 29 02.     (W)     SCALED    
 EG1964* NAVD 88     -       140.666  (meters)     461.50   (feet)  POSTED    
 EG1964  ___________________________________________________________________
 EG1964  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1964  DYNAMIC HT  -         140.530 (meters)     461.06  (feet)  COMP
 EG1964  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 EG1964
 EG1964  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1964
 EG1964.The horizontal coordinates were scaled from a topographic map and have
 EG1964.an estimated accuracy of +/- 6 seconds.
 EG1964
 EG1964.The orthometric height was determined by differential leveling
 EG1964.and adjusted by the  in 1992.
 EG1964.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1964.rate of 0.0 thru 1.0 mm/km.
 EG1964
 EG1964.The geoid height was determined by GEOID03.
 EG1964
 EG1964.The dynamic height is computed by dividing the NAVD 88
 EG1964.geopotential number by the normal gravity value computed on the
 EG1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1964.degrees latitude (g = 980.6199 gals.).
 EG1964
 EG1964.The modeled gravity was interpolated from observed gravity values.
 EG1964
 EG1964;                    North         East    Units  Estimated Accuracy
 EG1964;SPC MS E     -   604,950.      240,580.      MT  (+/- 180 meters Scaled)
 EG1964
 EG1964                          SUPERSEDED SURVEY CONTROL
 EG1964
 EG1964.No superseded survey control is available for this station.
 EG1964
 EG1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD731707(NAD 83)
 EG1964_MARKER: DR = REFERENCE MARK DISK
 EG1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1964_SP_SET: CONCRETE POST
 EG1964_STAMPING: BM 72V 45 1987
 EG1964_MARK LOGO: MSHD  
 EG1964_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1964+STABILITY: SURFACE MOTION
 EG1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1964+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1964
 EG1964  HISTORY     - Date     Condition        Report By
 EG1964  HISTORY     - 1987     MONUMENTED       MSHD
 EG1964  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1964
 EG1964                          STATION DESCRIPTION
 EG1964
 EG1964'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1964'3.22 KM (2.00 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1964'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, 14.60 M
 EG1964'(47.9 FT) NORTH OF THE CENTER OF HIGHWAY 72, 6.52 M (21.4 FT) SOUTH OF
 EG1964'A TWIN TRUNK 18 INCH RED OAK, 5.61 M (18.4 FT) WEST SOUTHWEST OF A 6
 EG1964'INCH ELM, 0.36 M (1.2 FT) SOUTH OF A CARSONITE WITNESS POST, 0.30 M
 EG1964'(1.0 FT) ABOVE LEVEL WITH HIGHWAY 72 AND SET IN TOP OF A ROUND
 EG1964'CONCRETE POST, FLUSH WITH THE GROUND.
 EG1964
 EG1964                          STATION RECOVERY (2002)
 EG1964
 EG1964'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1964'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1965 ***********************************************************************
 EG1965  DESIGNATION -  72 V 46
 EG1965  PID         -  EG1965
 EG1965  STATE/COUNTY-  MS/MARSHALL
 EG1965  USGS QUAD   -  SLAYDEN (1975)
 EG1965
 EG1965                         *CURRENT SURVEY CONTROL
 EG1965  ___________________________________________________________________
 EG1965* NAD 83(1986)-  34 57 04.     (N)    089 28 02.     (W)     SCALED    
 EG1965* NAVD 88     -       163.516  (meters)     536.47   (feet)  POSTED    
 EG1965  ___________________________________________________________________
 EG1965  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1965  DYNAMIC HT  -         163.360 (meters)     535.96  (feet)  COMP
 EG1965  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EG1965
 EG1965  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1965
 EG1965.The horizontal coordinates were scaled from a topographic map and have
 EG1965.an estimated accuracy of +/- 6 seconds.
 EG1965
 EG1965.The orthometric height was determined by differential leveling
 EG1965.and adjusted by the  in 1992.
 EG1965.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1965.rate of 0.0 thru 1.0 mm/km.
 EG1965
 EG1965.The geoid height was determined by GEOID03.
 EG1965
 EG1965.The dynamic height is computed by dividing the NAVD 88
 EG1965.geopotential number by the normal gravity value computed on the
 EG1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1965.degrees latitude (g = 980.6199 gals.).
 EG1965
 EG1965.The modeled gravity was interpolated from observed gravity values.
 EG1965
 EG1965;                    North         East    Units  Estimated Accuracy
 EG1965;SPC MS E     -   604,630.      242,100.      MT  (+/- 180 meters Scaled)
 EG1965
 EG1965                          SUPERSEDED SURVEY CONTROL
 EG1965
 EG1965.No superseded survey control is available for this station.
 EG1965
 EG1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD747704(NAD 83)
 EG1965_MARKER: DR = REFERENCE MARK DISK
 EG1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1965_SP_SET: CONCRETE POST
 EG1965_STAMPING: BM 72V 46 1987
 EG1965_MARK LOGO: MSHD  
 EG1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1965+STABILITY: SURFACE MOTION
 EG1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1965+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1965
 EG1965  HISTORY     - Date     Condition        Report By
 EG1965  HISTORY     - 1987     MONUMENTED       MSHD
 EG1965  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1965
 EG1965                          STATION DESCRIPTION
 EG1965
 EG1965'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1965'4.35 KM (2.70 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1965'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, 14.66 M
 EG1965'(48.1 FT) NORTH OF THE CENTER OF HIGHWAY 72, 13.47 M (44.2 FT) SOUTH
 EG1965'OF A 8 INCH BIRCH, 11.77 M (38.6 FT) WEST OF POWER POLE, 0.64 M
 EG1965'(2.1 FT) SOUTHWEST OF FENCE CORNER, 0.36 M (1.2 FT) SOUTH OF A
 EG1965'CARSONITE WITNESS POST, 0.60 M (2.0 FT) ABOVE LEVEL OF HIGHWAY 72 AND
 EG1965'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG1965
 EG1965                          STATION RECOVERY (2002)
 EG1965
 EG1965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1965'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1966 ***********************************************************************
 EG1966  DESIGNATION -  72 V 47
 EG1966  PID         -  EG1966
 EG1966  STATE/COUNTY-  MS/MARSHALL
 EG1966  USGS QUAD   -  SLAYDEN (1975)
 EG1966
 EG1966                         *CURRENT SURVEY CONTROL
 EG1966  ___________________________________________________________________
 EG1966* NAD 83(1986)-  34 56 52.     (N)    089 27 07.     (W)     SCALED    
 EG1966* NAVD 88     -       157.869  (meters)     517.94   (feet)  POSTED    
 EG1966  ___________________________________________________________________
 EG1966  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1966  DYNAMIC HT  -         157.720 (meters)     517.45  (feet)  COMP
 EG1966  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 EG1966
 EG1966  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1966
 EG1966.The horizontal coordinates were scaled from a topographic map and have
 EG1966.an estimated accuracy of +/- 6 seconds.
 EG1966
 EG1966.The orthometric height was determined by differential leveling
 EG1966.and adjusted by the  in 1992.
 EG1966.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1966.rate of 0.0 thru 1.0 mm/km.
 EG1966
 EG1966.The geoid height was determined by GEOID03.
 EG1966
 EG1966.The dynamic height is computed by dividing the NAVD 88
 EG1966.geopotential number by the normal gravity value computed on the
 EG1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1966.degrees latitude (g = 980.6199 gals.).
 EG1966
 EG1966.The modeled gravity was interpolated from observed gravity values.
 EG1966
 EG1966;                    North         East    Units  Estimated Accuracy
 EG1966;SPC MS E     -   604,260.      243,500.      MT  (+/- 180 meters Scaled)
 EG1966
 EG1966                          SUPERSEDED SURVEY CONTROL
 EG1966
 EG1966.No superseded survey control is available for this station.
 EG1966
 EG1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD760699(NAD 83)
 EG1966_MARKER: DR = REFERENCE MARK DISK
 EG1966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1966_SP_SET: HEADWALL
 EG1966_STAMPING: BM 72V 47 1987
 EG1966_MARK LOGO: MSHD  
 EG1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1966+STABILITY: SURFACE MOTION
 EG1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1966+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1966
 EG1966  HISTORY     - Date     Condition        Report By
 EG1966  HISTORY     - 1987     MONUMENTED       MSHD
 EG1966  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1966
 EG1966                          STATION DESCRIPTION
 EG1966
 EG1966'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1966'5.71 KM (3.55 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1966'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE WEST
 EG1966'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 23.81 M (78.1 FT) EAST
 EG1966'SOUTHEAST OF A 18 INCH PINE, 8.63 M (28.3 FT) SOUTH OF A 6 INCH PINE,
 EG1966'6.74 M (22.1 FT) NORTH OF THE CENTER OF HIGHWAY 72, 0.36 M (1.2 FT)
 EG1966'EAST OF A CARSONITE WITNESS POST AND 0.60 M (2.0 FT) BELOW LEVEL OF
 EG1966'HIGHWAY 72.
 EG1966
 EG1966                          STATION RECOVERY (2002)
 EG1966
 EG1966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1966'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1967 ***********************************************************************
 EG1967  DESIGNATION -  72 V 48
 EG1967  PID         -  EG1967
 EG1967  STATE/COUNTY-  MS/MARSHALL
 EG1967  USGS QUAD   -  SLAYDEN (1975)
 EG1967
 EG1967                         *CURRENT SURVEY CONTROL
 EG1967  ___________________________________________________________________
 EG1967* NAD 83(1986)-  34 56 49.     (N)    089 26 04.     (W)     SCALED    
 EG1967* NAVD 88     -       170.100  (meters)     558.07   (feet)  POSTED    
 EG1967  ___________________________________________________________________
 EG1967  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1967  DYNAMIC HT  -         169.940 (meters)     557.54  (feet)  COMP
 EG1967  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EG1967
 EG1967  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1967
 EG1967.The horizontal coordinates were scaled from a topographic map and have
 EG1967.an estimated accuracy of +/- 6 seconds.
 EG1967
 EG1967.The orthometric height was determined by differential leveling
 EG1967.and adjusted by the  in 1992.
 EG1967.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1967.rate of 0.0 thru 1.0 mm/km.
 EG1967
 EG1967.The geoid height was determined by GEOID03.
 EG1967
 EG1967.The dynamic height is computed by dividing the NAVD 88
 EG1967.geopotential number by the normal gravity value computed on the
 EG1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1967.degrees latitude (g = 980.6199 gals.).
 EG1967
 EG1967.The modeled gravity was interpolated from observed gravity values.
 EG1967
 EG1967;                    North         East    Units  Estimated Accuracy
 EG1967;SPC MS E     -   604,150.      245,090.      MT  (+/- 180 meters Scaled)
 EG1967
 EG1967                          SUPERSEDED SURVEY CONTROL
 EG1967
 EG1967.No superseded survey control is available for this station.
 EG1967
 EG1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD776698(NAD 83)
 EG1967_MARKER: DR = REFERENCE MARK DISK
 EG1967_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EG1967+WITH SETTING: PAVEMENT
 EG1967_SP_SET: DRAIN INLET
 EG1967_STAMPING: BM 72V 48 1987
 EG1967_MARK LOGO: MSHD  
 EG1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1967+STABILITY: SURFACE MOTION
 EG1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1967+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1967
 EG1967  HISTORY     - Date     Condition        Report By
 EG1967  HISTORY     - 1987     MONUMENTED       MSHD
 EG1967  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1967
 EG1967                          STATION DESCRIPTION
 EG1967
 EG1967'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1967'7.24 KM (4.50 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1967'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE
 EG1967'NORTH END OF A CONCRETE DRAIN INLET, 19.02 M (62.4 FT) SOUTHWEST OF A
 EG1967'POWER POLE, 7.65 M (25.1 FT) NORTH OF THE CENTER OF HIGHWAY 72, 7.25 M
 EG1967'(23.8 FT) SOUTH OF A FENCE, 0.45 M (1.5 FT) SOUTH OF A CARSONITE
 EG1967'WITNESS POST AND 0.60 M (2.0 FT) BELOW LEVEL WITH HIGHWAY 72.
 EG1967
 EG1967                          STATION RECOVERY (2002)
 EG1967
 EG1967'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1967'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1968 ***********************************************************************
 EG1968  DESIGNATION -  72 V 49
 EG1968  PID         -  EG1968
 EG1968  STATE/COUNTY-  MS/MARSHALL
 EG1968  USGS QUAD   -  SLAYDEN (1975)
 EG1968
 EG1968                         *CURRENT SURVEY CONTROL
 EG1968  ___________________________________________________________________
 EG1968* NAD 83(1986)-  34 56 48.     (N)    089 24 57.     (W)     SCALED    
 EG1968* NAVD 88     -       132.353  (meters)     434.23   (feet)  POSTED    
 EG1968  ___________________________________________________________________
 EG1968  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1968  DYNAMIC HT  -         132.230 (meters)     433.82  (feet)  COMP
 EG1968  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 EG1968
 EG1968  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1968
 EG1968.The horizontal coordinates were scaled from a topographic map and have
 EG1968.an estimated accuracy of +/- 6 seconds.
 EG1968
 EG1968.The orthometric height was determined by differential leveling
 EG1968.and adjusted by the  in 1992.
 EG1968.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1968.rate of 0.0 thru 1.0 mm/km.
 EG1968
 EG1968.The geoid height was determined by GEOID03.
 EG1968
 EG1968.The dynamic height is computed by dividing the NAVD 88
 EG1968.geopotential number by the normal gravity value computed on the
 EG1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1968.degrees latitude (g = 980.6199 gals.).
 EG1968
 EG1968.The modeled gravity was interpolated from observed gravity values.
 EG1968
 EG1968;                    North         East    Units  Estimated Accuracy
 EG1968;SPC MS E     -   604,110.      246,790.      MT  (+/- 180 meters Scaled)
 EG1968
 EG1968                          SUPERSEDED SURVEY CONTROL
 EG1968
 EG1968.No superseded survey control is available for this station.
 EG1968
 EG1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD793697(NAD 83)
 EG1968_MARKER: DR = REFERENCE MARK DISK
 EG1968_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1968_SP_SET: BRIDGE ABUTMENT
 EG1968_STAMPING: BM 72V 49 1987
 EG1968_MARK LOGO: MSHD  
 EG1968_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1968+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1968
 EG1968  HISTORY     - Date     Condition        Report By
 EG1968  HISTORY     - 1987     MONUMENTED       MSHD
 EG1968  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1968
 EG1968                          STATION DESCRIPTION
 EG1968
 EG1968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1968'8.85 KM (5.50 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1968'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE
 EG1968'NORTH SIDE OF THE WEST END BRIDGE ABUTMENT, 8.87 M (29.1 FT) NORTH
 EG1968'NORTHEAST OF WEIGHT LIMIT SIGN, 3.93 M (12.9 FT) NORTH OF THE CENTER
 EG1968'OF HIGHWAY 72, 0.61 M (2.0 FT) WEST OF CAUTION SIGN, 0.45 M (1.5 FT)
 EG1968'WEST OF A CARSONITE WITNESS POST AND 0.24 M (0.8 FT) ABOVE LEVEL WITH
 EG1968'HIGHWAY 72.
 EG1968
 EG1968                          STATION RECOVERY (2002)
 EG1968
 EG1968'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1968'DESTROYED DUE TO NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1969 ***********************************************************************
 EG1969  DESIGNATION -  72 V 50
 EG1969  PID         -  EG1969
 EG1969  STATE/COUNTY-  MS/MARSHALL
 EG1969  USGS QUAD   -  SLAYDEN (1975)
 EG1969
 EG1969                         *CURRENT SURVEY CONTROL
 EG1969  ___________________________________________________________________
 EG1969* NAD 83(1986)-  34 56 47.     (N)    089 23 44.     (W)     SCALED    
 EG1969* NAVD 88     -       153.446  (meters)     503.43   (feet)  POSTED    
 EG1969  ___________________________________________________________________
 EG1969  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1969  DYNAMIC HT  -         153.300 (meters)     502.95  (feet)  COMP
 EG1969  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EG1969
 EG1969  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1969
 EG1969.The horizontal coordinates were scaled from a topographic map and have
 EG1969.an estimated accuracy of +/- 6 seconds.
 EG1969
 EG1969.The orthometric height was determined by differential leveling
 EG1969.and adjusted by the  in 1992.
 EG1969.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1969.rate of 0.0 thru 1.0 mm/km.
 EG1969
 EG1969.The geoid height was determined by GEOID03.
 EG1969
 EG1969.The dynamic height is computed by dividing the NAVD 88
 EG1969.geopotential number by the normal gravity value computed on the
 EG1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1969.degrees latitude (g = 980.6199 gals.).
 EG1969
 EG1969.The modeled gravity was interpolated from observed gravity values.
 EG1969
 EG1969;                    North         East    Units  Estimated Accuracy
 EG1969;SPC MS E     -   604,070.      248,650.      MT  (+/- 180 meters Scaled)
 EG1969
 EG1969                          SUPERSEDED SURVEY CONTROL
 EG1969
 EG1969.No superseded survey control is available for this station.
 EG1969
 EG1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD812697(NAD 83)
 EG1969_MARKER: DR = REFERENCE MARK DISK
 EG1969_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1969_SP_SET: HEADWALL
 EG1969_STAMPING: BM 72V 50 1987
 EG1969_MARK LOGO: MSHD  
 EG1969_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1969+STABILITY: SURFACE MOTION
 EG1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1969+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1969
 EG1969  HISTORY     - Date     Condition        Report By
 EG1969  HISTORY     - 1987     MONUMENTED       MSHD
 EG1969
 EG1969                          STATION DESCRIPTION
 EG1969
 EG1969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1969'10.62 KM (6.60 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1969'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE
 EG1969'SOUTH END OF A CONCRETE HEADWALL OF A PIPE CULVERT LYING EAST AND
 EG1969'WEST, 9.91 M (32.5 FT) NORTH OF THE CENTER OF HIGHWAY 72, 8.81 M
 EG1969'(28.9 FT) EAST OF A 12 INCH SWEET GUM TREE, 7.99 M (26.2 FT) SOUTHWEST
 EG1969'OF A 14 INCH RED OAK, 0.45 M (1.5 FT) EAST OF A CARSONITE WITNESS POST
 EG1969'AND 0.60 M (2.0 FT) BELOW LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1970 ***********************************************************************
 EG1970  DESIGNATION -  72 V 51
 EG1970  PID         -  EG1970
 EG1970  STATE/COUNTY-  MS/MARSHALL
 EG1970  USGS QUAD   -  SLAYDEN (1975)
 EG1970
 EG1970                         *CURRENT SURVEY CONTROL
 EG1970  ___________________________________________________________________
 EG1970* NAD 83(1986)-  34 56 47.     (N)    089 22 38.     (W)     SCALED    
 EG1970* NAVD 88     -       140.971  (meters)     462.50   (feet)  POSTED    
 EG1970  ___________________________________________________________________
 EG1970  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1970  DYNAMIC HT  -         140.840 (meters)     462.07  (feet)  COMP
 EG1970  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EG1970
 EG1970  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1970
 EG1970.The horizontal coordinates were scaled from a topographic map and have
 EG1970.an estimated accuracy of +/- 6 seconds.
 EG1970
 EG1970.The orthometric height was determined by differential leveling
 EG1970.and adjusted by the  in 1992.
 EG1970.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1970.rate of 0.0 thru 1.0 mm/km.
 EG1970
 EG1970.The geoid height was determined by GEOID03.
 EG1970
 EG1970.The dynamic height is computed by dividing the NAVD 88
 EG1970.geopotential number by the normal gravity value computed on the
 EG1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1970.degrees latitude (g = 980.6199 gals.).
 EG1970
 EG1970.The modeled gravity was interpolated from observed gravity values.
 EG1970
 EG1970;                    North         East    Units  Estimated Accuracy
 EG1970;SPC MS E     -   604,060.      250,320.      MT  (+/- 180 meters Scaled)
 EG1970
 EG1970                          SUPERSEDED SURVEY CONTROL
 EG1970
 EG1970.No superseded survey control is available for this station.
 EG1970
 EG1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD829696(NAD 83)
 EG1970_MARKER: DR = REFERENCE MARK DISK
 EG1970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1970_SP_SET: BRIDGE ABUTMENT
 EG1970_STAMPING: BM 72V 51 1987
 EG1970_MARK LOGO: MSHD  
 EG1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1970+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1970
 EG1970  HISTORY     - Date     Condition        Report By
 EG1970  HISTORY     - 1987     MONUMENTED       MSHD
 EG1970
 EG1970                          STATION DESCRIPTION
 EG1970
 EG1970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1970'12.23 KM (7.60 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1970'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE
 EG1970'NORTH SIDE OF THE WEST END BRIDGE ABUTMENT, 16.06 M (52.7 FT)
 EG1970'SOUTHWEST OF POWER POLE NO. 212E18, 9.14 M (30.0 FT) NORTH OF WEIGHT
 EG1970'LIMIT SIGN, 4.45 M (14.6 FT) NORTH OF THE CENTER OF HIGHWAY 72, 0.42 M
 EG1970'(1.4 FT) EAST OF A CARSONITE WITNESS POST AND 0.18 M (0.6 FT) ABOVE
 EG1970'LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1971 ***********************************************************************
 EG1971  DESIGNATION -  72 V 52
 EG1971  PID         -  EG1971
 EG1971  STATE/COUNTY-  MS/MARSHALL
 EG1971  USGS QUAD   -  LAMAR (1965)
 EG1971
 EG1971                         *CURRENT SURVEY CONTROL
 EG1971  ___________________________________________________________________
 EG1971* NAD 83(1986)-  34 56 47.     (N)    089 21 42.     (W)     SCALED    
 EG1971* NAVD 88     -       152.462  (meters)     500.20   (feet)  POSTED    
 EG1971  ___________________________________________________________________
 EG1971  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1971  DYNAMIC HT  -         152.320 (meters)     499.74  (feet)  COMP
 EG1971  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EG1971
 EG1971  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1971
 EG1971.The horizontal coordinates were scaled from a topographic map and have
 EG1971.an estimated accuracy of +/- 6 seconds.
 EG1971
 EG1971.The orthometric height was determined by differential leveling
 EG1971.and adjusted by the  in 1992.
 EG1971.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1971.rate of 0.0 thru 1.0 mm/km.
 EG1971
 EG1971.The geoid height was determined by GEOID03.
 EG1971
 EG1971.The dynamic height is computed by dividing the NAVD 88
 EG1971.geopotential number by the normal gravity value computed on the
 EG1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1971.degrees latitude (g = 980.6199 gals.).
 EG1971
 EG1971.The modeled gravity was interpolated from observed gravity values.
 EG1971
 EG1971;                    North         East    Units  Estimated Accuracy
 EG1971;SPC MS E     -   604,050.      251,740.      MT  (+/- 180 meters Scaled)
 EG1971
 EG1971                          SUPERSEDED SURVEY CONTROL
 EG1971
 EG1971.No superseded survey control is available for this station.
 EG1971
 EG1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD843696(NAD 83)
 EG1971_MARKER: DR = REFERENCE MARK DISK
 EG1971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1971_SP_SET: HEADWALL
 EG1971_STAMPING: BM 72V 52 1987
 EG1971_MARK LOGO: MSHD  
 EG1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1971+STABILITY: SURFACE MOTION
 EG1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1971+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1971
 EG1971  HISTORY     - Date     Condition        Report By
 EG1971  HISTORY     - 1987     MONUMENTED       MSHD
 EG1971
 EG1971                          STATION DESCRIPTION
 EG1971
 EG1971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1971'13.52 KM (8.40 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1971'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE LEFT, IN THE WEST
 EG1971'END OF A CONCRETE HEADWALL OF A CONCRETE PIPE CULVERT, 15.85 M
 EG1971'(52.0 FT) SOUTHWEST OF A 12 INCH ELM TREE, 7.96 M (26.1 FT) SOUTH OF
 EG1971'FENCE, 7.32 M (24.0 FT) NORTH OF THE CENTER OF HIGHWAY 72, 0.30 M
 EG1971'(1.0 FT) EAST OF A CARSONITE WITNESS POST AND 0.60 M (2.0 FT) BELOW
 EG1971'LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1972 ***********************************************************************
 EG1972  DESIGNATION -  72 V 53
 EG1972  PID         -  EG1972
 EG1972  STATE/COUNTY-  MS/BENTON
 EG1972  USGS QUAD   -  LAMAR (1965)
 EG1972
 EG1972                         *CURRENT SURVEY CONTROL
 EG1972  ___________________________________________________________________
 EG1972* NAD 83(1986)-  34 56 47.     (N)    089 20 38.     (W)     SCALED    
 EG1972* NAVD 88     -       142.946  (meters)     468.98   (feet)  POSTED    
 EG1972  ___________________________________________________________________
 EG1972  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1972  DYNAMIC HT  -         142.810 (meters)     468.54  (feet)  COMP
 EG1972  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 EG1972
 EG1972  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1972
 EG1972.The horizontal coordinates were scaled from a topographic map and have
 EG1972.an estimated accuracy of +/- 6 seconds.
 EG1972
 EG1972.The orthometric height was determined by differential leveling
 EG1972.and adjusted by the  in 1992.
 EG1972.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1972.rate of 0.0 thru 1.0 mm/km.
 EG1972
 EG1972.The geoid height was determined by GEOID03.
 EG1972
 EG1972.The dynamic height is computed by dividing the NAVD 88
 EG1972.geopotential number by the normal gravity value computed on the
 EG1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1972.degrees latitude (g = 980.6199 gals.).
 EG1972
 EG1972.The modeled gravity was interpolated from observed gravity values.
 EG1972
 EG1972;                    North         East    Units  Estimated Accuracy
 EG1972;SPC MS E     -   604,050.      253,360.      MT  (+/- 180 meters Scaled)
 EG1972
 EG1972                          SUPERSEDED SURVEY CONTROL
 EG1972
 EG1972.No superseded survey control is available for this station.
 EG1972
 EG1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD859696(NAD 83)
 EG1972_MARKER: DR = REFERENCE MARK DISK
 EG1972_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1972_SP_SET: BRIDGE ABUTMENT
 EG1972_STAMPING: BM 72V 53 1987
 EG1972_MARK LOGO: MSHD  
 EG1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1972+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1972
 EG1972  HISTORY     - Date     Condition        Report By
 EG1972  HISTORY     - 1987     MONUMENTED       MSHD
 EG1972
 EG1972                          STATION DESCRIPTION
 EG1972
 EG1972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1972'4.18 KM (2.60 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1972'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE NORTH
 EG1972'SIDE OF THE WEST END BRIDGE ABUTMENT, 11.83 M (38.8 FT) SOUTHWEST OF
 EG1972'FENCE CORNER, 10.36 M (34.0 FT) SOUTH SOUTHWEST OF A 18 INCH RED OAK,
 EG1972'4.42 M (14.5 FT) NORTH OF THE CENTER OF HIGHWAY 72, 0.39 M (1.3 FT)
 EG1972'EAST OF A CARSONITE WITNESS POST AND 0.21 M (0.7 FT) ABOVE LEVEL
 EG1972'HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1973 ***********************************************************************
 EG1973  DESIGNATION -  72 V 54
 EG1973  PID         -  EG1973
 EG1973  STATE/COUNTY-  MS/BENTON
 EG1973  USGS QUAD   -  LAMAR (1965)
 EG1973
 EG1973                         *CURRENT SURVEY CONTROL
 EG1973  ___________________________________________________________________
 EG1973* NAD 83(1986)-  34 56 46.     (N)    089 19 37.     (W)     SCALED    
 EG1973* NAVD 88     -       165.384  (meters)     542.60   (feet)  POSTED    
 EG1973  ___________________________________________________________________
 EG1973  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1973  DYNAMIC HT  -         165.230 (meters)     542.09  (feet)  COMP
 EG1973  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EG1973
 EG1973  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1973
 EG1973.The horizontal coordinates were scaled from a topographic map and have
 EG1973.an estimated accuracy of +/- 6 seconds.
 EG1973
 EG1973.The orthometric height was determined by differential leveling
 EG1973.and adjusted by the  in 1992.
 EG1973.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1973.rate of 0.0 thru 1.0 mm/km.
 EG1973
 EG1973.The geoid height was determined by GEOID03.
 EG1973
 EG1973.The dynamic height is computed by dividing the NAVD 88
 EG1973.geopotential number by the normal gravity value computed on the
 EG1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1973.degrees latitude (g = 980.6199 gals.).
 EG1973
 EG1973.The modeled gravity was interpolated from observed gravity values.
 EG1973
 EG1973;                    North         East    Units  Estimated Accuracy
 EG1973;SPC MS E     -   604,010.      254,910.      MT  (+/- 180 meters Scaled)
 EG1973
 EG1973                          SUPERSEDED SURVEY CONTROL
 EG1973
 EG1973.No superseded survey control is available for this station.
 EG1973
 EG1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD875695(NAD 83)
 EG1973_MARKER: DR = REFERENCE MARK DISK
 EG1973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1973_SP_SET: HEADWALL
 EG1973_STAMPING: BM 72V 54 1987
 EG1973_MARK LOGO: MSHD  
 EG1973_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1973+STABILITY: SURFACE MOTION
 EG1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1973+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1973
 EG1973  HISTORY     - Date     Condition        Report By
 EG1973  HISTORY     - 1987     MONUMENTED       MSHD
 EG1973  HISTORY     - 20060222 MARK NOT FOUND   TVA
 EG1973
 EG1973                          STATION DESCRIPTION
 EG1973
 EG1973'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1973'2.41 KM (1.50 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1973'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE EAST
 EG1973'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 11.16 M (36.6 FT) SOUTH
 EG1973'OF FENCE, 10.15 M (33.3 FT) NORTH OF THE CENTER OF HIGHWAY 72, 3.08 M
 EG1973'(10.1 FT) SOUTHWEST OF A 24 INCH WALNUT TREE, 0.30 M (1.0 FT) WEST OF
 EG1973'A CARSONITE WITNESS POST AND 1.52 M (5.0 FT) BELOW LEVEL OF HIGHWAY.
 EG1973
 EG1973                          STATION RECOVERY (2006)
 EG1973
 EG1973'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 EG1973'MARK NOT FOUND DUE TO HWY 72 WIDENING PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1974 ***********************************************************************
 EG1974  DESIGNATION -  72 V 55
 EG1974  PID         -  EG1974
 EG1974  STATE/COUNTY-  MS/BENTON
 EG1974  USGS QUAD   -  LAMAR (1965)
 EG1974
 EG1974                         *CURRENT SURVEY CONTROL
 EG1974  ___________________________________________________________________
 EG1974* NAD 83(1986)-  34 56 45.     (N)    089 18 37.     (W)     SCALED    
 EG1974* NAVD 88     -       155.645  (meters)     510.65   (feet)  POSTED    
 EG1974  ___________________________________________________________________
 EG1974  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1974  DYNAMIC HT  -         155.500 (meters)     510.17  (feet)  COMP
 EG1974  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EG1974
 EG1974  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1974
 EG1974.The horizontal coordinates were scaled from a topographic map and have
 EG1974.an estimated accuracy of +/- 6 seconds.
 EG1974
 EG1974.The orthometric height was determined by differential leveling
 EG1974.and adjusted by the  in 1992.
 EG1974.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1974.rate of 0.0 thru 1.0 mm/km.
 EG1974
 EG1974.The geoid height was determined by GEOID03.
 EG1974
 EG1974.The dynamic height is computed by dividing the NAVD 88
 EG1974.geopotential number by the normal gravity value computed on the
 EG1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1974.degrees latitude (g = 980.6199 gals.).
 EG1974
 EG1974.The modeled gravity was interpolated from observed gravity values.
 EG1974
 EG1974;                    North         East    Units  Estimated Accuracy
 EG1974;SPC MS E     -   603,970.      256,430.      MT  (+/- 180 meters Scaled)
 EG1974
 EG1974                          SUPERSEDED SURVEY CONTROL
 EG1974
 EG1974.No superseded survey control is available for this station.
 EG1974
 EG1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD890694(NAD 83)
 EG1974_MARKER: DR = REFERENCE MARK DISK
 EG1974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1974_SP_SET: HEADWALL
 EG1974_STAMPING: BM 72V 55 1987
 EG1974_MARK LOGO: MSHD  
 EG1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1974+STABILITY: SURFACE MOTION
 EG1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1974+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1974
 EG1974  HISTORY     - Date     Condition        Report By
 EG1974  HISTORY     - 1987     MONUMENTED       MSHD
 EG1974
 EG1974                          STATION DESCRIPTION
 EG1974
 EG1974'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1974'0.97 KM (0.60 MI) WEST ALONG U.S. 72 HIGHWAY FROM THE JUNCTION OF
 EG1974'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE WEST
 EG1974'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 10.94 M (35.9 FT) SOUTH
 EG1974'SOUTHWEST OF POWER POLE NO. 90, 9.51 M (31.2 FT) NORTH OF THE CENTER
 EG1974'OF HIGHWAY 72, 5.67 M (18.6 FT) SOUTH OF FENCE, 0.30 M (1.0 FT) EAST
 EG1974'OF A CARSONITE WITNESS POST AND 0.91 M (3.0 FT) BELOW LEVEL OF HIGHWAY
 EG1974'72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1975 ***********************************************************************
 EG1975  DESIGNATION -  72 V 56
 EG1975  PID         -  EG1975
 EG1975  STATE/COUNTY-  MS/BENTON
 EG1975  USGS QUAD   -  LAMAR (1965)
 EG1975
 EG1975                         *CURRENT SURVEY CONTROL
 EG1975  ___________________________________________________________________
 EG1975* NAD 83(1986)-  34 56 45.     (N)    089 17 33.     (W)     SCALED    
 EG1975* NAVD 88     -       136.790  (meters)     448.79   (feet)  POSTED    
 EG1975  ___________________________________________________________________
 EG1975  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1975  DYNAMIC HT  -         136.660 (meters)     448.36  (feet)  COMP
 EG1975  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 EG1975
 EG1975  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1975
 EG1975.The horizontal coordinates were scaled from a topographic map and have
 EG1975.an estimated accuracy of +/- 6 seconds.
 EG1975
 EG1975.The orthometric height was determined by differential leveling
 EG1975.and adjusted by the  in 1992.
 EG1975.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1975.rate of 0.0 thru 1.0 mm/km.
 EG1975
 EG1975.The geoid height was determined by GEOID03.
 EG1975
 EG1975.The dynamic height is computed by dividing the NAVD 88
 EG1975.geopotential number by the normal gravity value computed on the
 EG1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1975.degrees latitude (g = 980.6199 gals.).
 EG1975
 EG1975.The modeled gravity was interpolated from observed gravity values.
 EG1975
 EG1975;                    North         East    Units  Estimated Accuracy
 EG1975;SPC MS E     -   603,960.      258,060.      MT  (+/- 180 meters Scaled)
 EG1975
 EG1975                          SUPERSEDED SURVEY CONTROL
 EG1975
 EG1975.No superseded survey control is available for this station.
 EG1975
 EG1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD906694(NAD 83)
 EG1975_MARKER: DR = REFERENCE MARK DISK
 EG1975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1975_SP_SET: BRIDGE ABUTMENT
 EG1975_STAMPING: BM 72V 56 1987
 EG1975_MARK LOGO: MSHD  
 EG1975_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1975+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1975
 EG1975  HISTORY     - Date     Condition        Report By
 EG1975  HISTORY     - 1987     MONUMENTED       MSHD
 EG1975  HISTORY     - 20000423 MARK NOT FOUND   NGS
 EG1975
 EG1975                          STATION DESCRIPTION
 EG1975
 EG1975'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1975'0.24 KM (0.15 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1975'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE NORTH
 EG1975'SIDE OF OF THE WEST END OF BRIDGE ABUTMENT, 13.87 M (45.5 FT)
 EG1975'NORTHWEST OF A WEIGHT LIMIT SIGN, 12.65 M (41.5 FT) SOUTH OF A 24 INCH
 EG1975'POPLAR TREE, 5.33 M (17.5 FT) NORTH OF THE CENTER OF HIGHWAY 72, 0.21
 EG1975'M (0.7 FT) EAST OF A CARSONITE WITNESS POST AND 0.15 M (0.5 FT) ABOVE
 EG1975'LEVEL OF HIGHWAY 72.
 EG1975
 EG1975                          STATION RECOVERY (2000)
 EG1975
 EG1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1976 ***********************************************************************
 EG1976  DESIGNATION -  72 V 57
 EG1976  PID         -  EG1976
 EG1976  STATE/COUNTY-  MS/BENTON
 EG1976  USGS QUAD   -  LAMAR (1965)
 EG1976
 EG1976                         *CURRENT SURVEY CONTROL
 EG1976  ___________________________________________________________________
 EG1976* NAD 83(1986)-  34 56 47.     (N)    089 16 30.     (W)     SCALED    
 EG1976* NAVD 88     -       130.631  (meters)     428.58   (feet)  POSTED    
 EG1976  ___________________________________________________________________
 EG1976  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1976  DYNAMIC HT  -         130.510 (meters)     428.18  (feet)  COMP
 EG1976  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 EG1976
 EG1976  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1976
 EG1976.The horizontal coordinates were scaled from a topographic map and have
 EG1976.an estimated accuracy of +/- 6 seconds.
 EG1976
 EG1976.The orthometric height was determined by differential leveling
 EG1976.and adjusted by the  in 1992.
 EG1976.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1976.rate of 0.0 thru 1.0 mm/km.
 EG1976
 EG1976.The geoid height was determined by GEOID03.
 EG1976
 EG1976.The dynamic height is computed by dividing the NAVD 88
 EG1976.geopotential number by the normal gravity value computed on the
 EG1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1976.degrees latitude (g = 980.6199 gals.).
 EG1976
 EG1976.The modeled gravity was interpolated from observed gravity values.
 EG1976
 EG1976;                    North         East    Units  Estimated Accuracy
 EG1976;SPC MS E     -   604,020.      259,660.      MT  (+/- 180 meters Scaled)
 EG1976
 EG1976                          SUPERSEDED SURVEY CONTROL
 EG1976
 EG1976.No superseded survey control is available for this station.
 EG1976
 EG1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD922694(NAD 83)
 EG1976_MARKER: DR = REFERENCE MARK DISK
 EG1976_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1976_SP_SET: BRIDGE ABUTMENT
 EG1976_STAMPING: BM 72V 57 1987
 EG1976_MARK LOGO: MSHD  
 EG1976_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1976+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1976
 EG1976  HISTORY     - Date     Condition        Report By
 EG1976  HISTORY     - 1987     MONUMENTED       MSHD
 EG1976  HISTORY     - 20000423 MARK NOT FOUND   NGS
 EG1976
 EG1976                          STATION DESCRIPTION
 EG1976
 EG1976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1976'1.93 KM (1.20 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1976'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE NORTH
 EG1976'SIDE OF THE WEST END OF BRIDGE ABUTMENT, 14.97 M (49.1 FT) SOUTHWEST
 EG1976'OF A 12 INCH SWEETGUM TREE, 12.62 M (41.4 FT) SOUTH OF A 12 INCH
 EG1976'SWEETGUM TREE, 4.66 M (15.3 FT) NORTH OF THE CENTER OF HIGHWAY 72,
 EG1976'0.33 M (1.1 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND ABOUT LEVEL
 EG1976'WITH HIGHWAY 72.
 EG1976
 EG1976                          STATION RECOVERY (2000)
 EG1976
 EG1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1976'FOUND AN APPARENT RESET DISK WITH THIS NAME
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1977 ***********************************************************************
 EG1977  DESIGNATION -  72 V 58
 EG1977  PID         -  EG1977
 EG1977  STATE/COUNTY-  MS/BENTON
 EG1977  USGS QUAD   -  LAMAR (1965)
 EG1977
 EG1977                         *CURRENT SURVEY CONTROL
 EG1977  ___________________________________________________________________
 EG1977* NAD 83(1986)-  34 56 47.     (N)    089 15 51.     (W)     SCALED    
 EG1977* NAVD 88     -       157.010  (meters)     515.12   (feet)  POSTED    
 EG1977  ___________________________________________________________________
 EG1977  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1977  DYNAMIC HT  -         156.860 (meters)     514.63  (feet)  COMP
 EG1977  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 EG1977
 EG1977  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1977
 EG1977.The horizontal coordinates were scaled from a topographic map and have
 EG1977.an estimated accuracy of +/- 6 seconds.
 EG1977
 EG1977.The orthometric height was determined by differential leveling
 EG1977.and adjusted by the  in 1992.
 EG1977.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1977.rate of 0.0 thru 1.0 mm/km.
 EG1977
 EG1977.The geoid height was determined by GEOID03.
 EG1977
 EG1977.The dynamic height is computed by dividing the NAVD 88
 EG1977.geopotential number by the normal gravity value computed on the
 EG1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1977.degrees latitude (g = 980.6199 gals.).
 EG1977
 EG1977.The modeled gravity was interpolated from observed gravity values.
 EG1977
 EG1977;                    North         East    Units  Estimated Accuracy
 EG1977;SPC MS E     -   604,010.      260,650.      MT  (+/- 180 meters Scaled)
 EG1977
 EG1977                          SUPERSEDED SURVEY CONTROL
 EG1977
 EG1977.No superseded survey control is available for this station.
 EG1977
 EG1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD932694(NAD 83)
 EG1977_MARKER: DR = REFERENCE MARK DISK
 EG1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1977_SP_SET: CONCRETE POST
 EG1977_STAMPING: BM 72V 58 1987
 EG1977_MARK LOGO: MSHD  
 EG1977_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1977+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1977
 EG1977  HISTORY     - Date     Condition        Report By
 EG1977  HISTORY     - 1987     MONUMENTED       MSHD
 EG1977
 EG1977                          STATION DESCRIPTION
 EG1977
 EG1977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1977'2.98 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1977'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 14.60 M
 EG1977'(47.9 FT) NORTH OF THE CENTER OF HIGHWAY 72, 7.92 M (26.0 FT) WEST OF
 EG1977'A 16 INCH PINE TREE, 4.02 M (13.2 FT) NORTHWEST OF A 12 INCH PINE
 EG1977'TREE, 0.71 M (2.3 FT) SOUTH OF A RIGHT OF WAY FENCE, 0.30 M (1.0 FT)
 EG1977'SOUTH OF A CARSONITE WITNESS POST AND SET IN TOP OF A ROUND CONCRETE
 EG1977'POST 0.91 M (3.0 FT) ABOVE LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1978 ***********************************************************************
 EG1978  DESIGNATION -  72 V 59
 EG1978  PID         -  EG1978
 EG1978  STATE/COUNTY-  MS/BENTON
 EG1978  USGS QUAD   -  CANAAN (1982)
 EG1978
 EG1978                         *CURRENT SURVEY CONTROL
 EG1978  ___________________________________________________________________
 EG1978* NAD 83(1986)-  34 56 47.     (N)    089 14 41.     (W)     SCALED    
 EG1978* NAVD 88     -       137.542  (meters)     451.25   (feet)  POSTED    
 EG1978  ___________________________________________________________________
 EG1978  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1978  DYNAMIC HT  -         137.410 (meters)     450.82  (feet)  COMP
 EG1978  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 EG1978
 EG1978  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1978
 EG1978.The horizontal coordinates were scaled from a topographic map and have
 EG1978.an estimated accuracy of +/- 6 seconds.
 EG1978
 EG1978.The orthometric height was determined by differential leveling
 EG1978.and adjusted by the  in 1992.
 EG1978.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1978.rate of 0.0 thru 1.0 mm/km.
 EG1978
 EG1978.The geoid height was determined by GEOID03.
 EG1978
 EG1978.The dynamic height is computed by dividing the NAVD 88
 EG1978.geopotential number by the normal gravity value computed on the
 EG1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1978.degrees latitude (g = 980.6199 gals.).
 EG1978
 EG1978.The modeled gravity was interpolated from observed gravity values.
 EG1978
 EG1978;                    North         East    Units  Estimated Accuracy
 EG1978;SPC MS E     -   604,000.      262,420.      MT  (+/- 180 meters Scaled)
 EG1978
 EG1978                          SUPERSEDED SURVEY CONTROL
 EG1978
 EG1978.No superseded survey control is available for this station.
 EG1978
 EG1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD950693(NAD 83)
 EG1978_MARKER: DR = REFERENCE MARK DISK
 EG1978_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1978_SP_SET: BRIDGE ABUTMENT
 EG1978_STAMPING: BM 72V 59 1987
 EG1978_MARK LOGO: MSHD  
 EG1978_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1978+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1978
 EG1978  HISTORY     - Date     Condition        Report By
 EG1978  HISTORY     - 1987     MONUMENTED       MSHD
 EG1978  HISTORY     - 20000423 MARK NOT FOUND   NGS
 EG1978
 EG1978                          STATION DESCRIPTION
 EG1978
 EG1978'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1978'4.26 KM (2.65 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1978'STATE HIGHWAY NO. 7 AND 72 TO THE MARK ON THE LEFT, 10.36 M (34.0 FT)
 EG1978'SOUTH OF ROW FENCE, 7.53 M (24.7 FT) SOUTHEAST OF A 6 INCH ELM TREE,
 EG1978'4.57 M (15.0 FT) NORTH OF THE CENTER LINE HIGHWAY 72, 0.27 M (0.9 FT)
 EG1978'SOUTHEAST OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH HIGHWAY 72.
 EG1978
 EG1978                          STATION RECOVERY (2000)
 EG1978
 EG1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1978'FOUND AN APPARENT RESET DISK WITH THIS NAME
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1979 ***********************************************************************
 EG1979  DESIGNATION -  72 V 60
 EG1979  PID         -  EG1979
 EG1979  STATE/COUNTY-  MS/BENTON
 EG1979  USGS QUAD   -  CANAAN (1982)
 EG1979
 EG1979                         *CURRENT SURVEY CONTROL
 EG1979  ___________________________________________________________________
 EG1979* NAD 83(1986)-  34 56 46.     (N)    089 13 37.     (W)     SCALED    
 EG1979* NAVD 88     -       133.821  (meters)     439.04   (feet)  POSTED    
 EG1979  ___________________________________________________________________
 EG1979  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1979  DYNAMIC HT  -         133.690 (meters)     438.61  (feet)  COMP
 EG1979  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 EG1979
 EG1979  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1979
 EG1979.The horizontal coordinates were scaled from a topographic map and have
 EG1979.an estimated accuracy of +/- 6 seconds.
 EG1979
 EG1979.The orthometric height was determined by differential leveling
 EG1979.and adjusted by the  in 1992.
 EG1979.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1979.rate of 0.0 thru 1.0 mm/km.
 EG1979
 EG1979.The geoid height was determined by GEOID03.
 EG1979
 EG1979.The dynamic height is computed by dividing the NAVD 88
 EG1979.geopotential number by the normal gravity value computed on the
 EG1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1979.degrees latitude (g = 980.6199 gals.).
 EG1979
 EG1979.The modeled gravity was interpolated from observed gravity values.
 EG1979
 EG1979;                    North         East    Units  Estimated Accuracy
 EG1979;SPC MS E     -   603,970.      264,050.      MT  (+/- 180 meters Scaled)
 EG1979
 EG1979                          SUPERSEDED SURVEY CONTROL
 EG1979
 EG1979.No superseded survey control is available for this station.
 EG1979
 EG1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD966693(NAD 83)
 EG1979_MARKER: DR = REFERENCE MARK DISK
 EG1979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1979_SP_SET: HEADWALL
 EG1979_STAMPING: BM 72V 60 1987
 EG1979_MARK LOGO: MSHD  
 EG1979_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1979+STABILITY: SURFACE MOTION
 EG1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1979+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1979
 EG1979  HISTORY     - Date     Condition        Report By
 EG1979  HISTORY     - 1987     MONUMENTED       MSHD
 EG1979
 EG1979                          STATION DESCRIPTION
 EG1979
 EG1979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1979'5.95 KM (3.70 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1979'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 21.24 KM
 EG1979'(13.20 MI) WEST SOUTHWEST OF POWER POLE, 10.36 M (34.0 FT)  SOUTH OF
 EG1979'RIGHT OF WAY FENCE, 6.71 M (22.0 FT) NORTH OF CENTER LINE 72 HIGHWAY,
 EG1979'0.27 M (0.9 FT) EAST OF A CARSONITE WITNESS POST AND 1.21 M (4.0 FT)
 EG1979'BELOW LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1980 ***********************************************************************
 EG1980  DESIGNATION -  72 V 61
 EG1980  PID         -  EG1980
 EG1980  STATE/COUNTY-  MS/BENTON
 EG1980  USGS QUAD   -  CANAAN (1982)
 EG1980
 EG1980                         *CURRENT SURVEY CONTROL
 EG1980  ___________________________________________________________________
 EG1980* NAD 83(1986)-  34 56 46.     (N)    089 12 46.     (W)     SCALED    
 EG1980* NAVD 88     -       135.216  (meters)     443.62   (feet)  POSTED    
 EG1980  ___________________________________________________________________
 EG1980  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1980  DYNAMIC HT  -         135.090 (meters)     443.21  (feet)  COMP
 EG1980  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 EG1980
 EG1980  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1980
 EG1980.The horizontal coordinates were scaled from a topographic map and have
 EG1980.an estimated accuracy of +/- 6 seconds.
 EG1980
 EG1980.The orthometric height was determined by differential leveling
 EG1980.and adjusted by the  in 1992.
 EG1980.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1980.rate of 0.0 thru 1.0 mm/km.
 EG1980
 EG1980.The geoid height was determined by GEOID03.
 EG1980
 EG1980.The dynamic height is computed by dividing the NAVD 88
 EG1980.geopotential number by the normal gravity value computed on the
 EG1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1980.degrees latitude (g = 980.6199 gals.).
 EG1980
 EG1980.The modeled gravity was interpolated from observed gravity values.
 EG1980
 EG1980;                    North         East    Units  Estimated Accuracy
 EG1980;SPC MS E     -   603,960.      265,340.      MT  (+/- 180 meters Scaled)
 EG1980
 EG1980                          SUPERSEDED SURVEY CONTROL
 EG1980
 EG1980.No superseded survey control is available for this station.
 EG1980
 EG1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD979693(NAD 83)
 EG1980_MARKER: DR = REFERENCE MARK DISK
 EG1980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1980_SP_SET: BRIDGE WINGWALL
 EG1980_STAMPING: BM 72V 61 1987
 EG1980_MARK LOGO: MSHD  
 EG1980_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1980+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1980
 EG1980  HISTORY     - Date     Condition        Report By
 EG1980  HISTORY     - 1987     MONUMENTED       MSHD
 EG1980
 EG1980                          STATION DESCRIPTION
 EG1980
 EG1980'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1980'7.24 KM (4.50 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1980'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 4.57 M
 EG1980'(15.0 FT) NORTH OF CENTER LINE 72 HIGHWAY, 1.52 M (5.0 FT) SOUTH OF
 EG1980'WINGWALL END, 0.67 M (2.2 FT) NORTHEAST OF WARNING POST AND SIGN AND
 EG1980'0.27 M (0.9 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND ABOUT LEVEL
 EG1980'WITH HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1981 ***********************************************************************
 EG1981  DESIGNATION -  72 V 62
 EG1981  PID         -  EG1981
 EG1981  STATE/COUNTY-  MS/BENTON
 EG1981  USGS QUAD   -  CANAAN (1982)
 EG1981
 EG1981                         *CURRENT SURVEY CONTROL
 EG1981  ___________________________________________________________________
 EG1981* NAD 83(1986)-  34 56 46.     (N)    089 11 48.     (W)     SCALED    
 EG1981* NAVD 88     -       130.080  (meters)     426.77   (feet)  POSTED    
 EG1981  ___________________________________________________________________
 EG1981  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1981  DYNAMIC HT  -         129.960 (meters)     426.38  (feet)  COMP
 EG1981  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EG1981
 EG1981  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1981
 EG1981.The horizontal coordinates were scaled from a topographic map and have
 EG1981.an estimated accuracy of +/- 6 seconds.
 EG1981
 EG1981.The orthometric height was determined by differential leveling
 EG1981.and adjusted by the  in 1992.
 EG1981.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1981.rate of 0.0 thru 1.0 mm/km.
 EG1981
 EG1981.The geoid height was determined by GEOID03.
 EG1981
 EG1981.The dynamic height is computed by dividing the NAVD 88
 EG1981.geopotential number by the normal gravity value computed on the
 EG1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1981.degrees latitude (g = 980.6199 gals.).
 EG1981
 EG1981.The modeled gravity was interpolated from observed gravity values.
 EG1981
 EG1981;                    North         East    Units  Estimated Accuracy
 EG1981;SPC MS E     -   603,960.      266,810.      MT  (+/- 180 meters Scaled)
 EG1981
 EG1981                          SUPERSEDED SURVEY CONTROL
 EG1981
 EG1981.No superseded survey control is available for this station.
 EG1981
 EG1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD994692(NAD 83)
 EG1981_MARKER: DR = REFERENCE MARK DISK
 EG1981_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1981_SP_SET: BRIDGE ABUTMENT
 EG1981_STAMPING: BM 72V 62 1987
 EG1981_MARK LOGO: MSHD  
 EG1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1981+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1981
 EG1981  HISTORY     - Date     Condition        Report By
 EG1981  HISTORY     - 1987     MONUMENTED       MSHD
 EG1981
 EG1981                          STATION DESCRIPTION
 EG1981
 EG1981'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1981'8.53 KM (5.30 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1981'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE NORTH
 EG1981'SIDE OF THE WEST END OF BRIDGE ABUTMENT, 15.24 M (50.0 FT) SOUTHWEST
 EG1981'OF A 6 INCH SASSAFRAS, 4.57 M (15.0 FT) NORTH OF THE CENTER OF 72,
 EG1981'NORTH NORTHEAST OF A BRIDGE WARNING POST AND SIGN, 0.30 M (1.0 FT)
 EG1981'SOUTHEAST OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1984 ***********************************************************************
 EG1984  DESIGNATION -  72 V 63
 EG1984  PID         -  EG1984
 EG1984  STATE/COUNTY-  MS/BENTON
 EG1984  USGS QUAD   -  CANAAN (1982)
 EG1984
 EG1984                         *CURRENT SURVEY CONTROL
 EG1984  ___________________________________________________________________
 EG1984* NAD 83(1986)-  34 56 46.     (N)    089 10 06.     (W)     SCALED    
 EG1984* NAVD 88     -       151.962  (meters)     498.56   (feet)  POSTED    
 EG1984  ___________________________________________________________________
 EG1984  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG1984  DYNAMIC HT  -         151.820 (meters)     498.10  (feet)  COMP
 EG1984  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 EG1984
 EG1984  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1984
 EG1984.The horizontal coordinates were scaled from a topographic map and have
 EG1984.an estimated accuracy of +/- 6 seconds.
 EG1984
 EG1984.The orthometric height was determined by differential leveling
 EG1984.and adjusted by the  in 1992.
 EG1984.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1984.rate of 0.0 thru 1.0 mm/km.
 EG1984
 EG1984.The geoid height was determined by GEOID03.
 EG1984
 EG1984.The dynamic height is computed by dividing the NAVD 88
 EG1984.geopotential number by the normal gravity value computed on the
 EG1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1984.degrees latitude (g = 980.6199 gals.).
 EG1984
 EG1984.The modeled gravity was interpolated from observed gravity values.
 EG1984
 EG1984;                    North         East    Units  Estimated Accuracy
 EG1984;SPC MS E     -   603,950.      269,400.      MT  (+/- 180 meters Scaled)
 EG1984
 EG1984                          SUPERSEDED SURVEY CONTROL
 EG1984
 EG1984.No superseded survey control is available for this station.
 EG1984
 EG1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD019692(NAD 83)
 EG1984_MARKER: DR = REFERENCE MARK DISK
 EG1984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1984_SP_SET: HEADWALL
 EG1984_STAMPING: BM 72V 63 1987
 EG1984_MARK LOGO: MSHD  
 EG1984_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1984+STABILITY: SURFACE MOTION
 EG1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1984+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EG1984
 EG1984  HISTORY     - Date     Condition        Report By
 EG1984  HISTORY     - 1988     MONUMENTED       MSHD
 EG1984
 EG1984                          STATION DESCRIPTION
 EG1984
 EG1984'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG1984'11.18 KM (6.95 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1984'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 8.60 M
 EG1984'(28.2 FT) NORTH OF THE CENTER OF U.S. 72, 7.44 M (24.4 FT) SOUTH OF A
 EG1984'4 INCH ELM TREE, 7.46 M (24.5 FT) SOUTHWEST OF A 6 INCH PINE, 0.18 M
 EG1984'(0.6 FT) WEST OF A CARSONITE WITNESS POST AND 1.52 M (5.0 FT) BELOW
 EG1984'LEVEL WITH HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1985 ***********************************************************************
 EG1985  DESIGNATION -  72 V 64
 EG1985  PID         -  EG1985
 EG1985  STATE/COUNTY-  MS/BENTON
 EG1985  USGS QUAD   -  CANAAN (1982)
 EG1985
 EG1985                         *CURRENT SURVEY CONTROL
 EG1985  ___________________________________________________________________
 EG1985* NAD 83(1986)-  34 56 44.     (N)    089 09 14.     (W)     SCALED    
 EG1985* NAVD 88     -       172.553  (meters)     566.12   (feet)  POSTED    
 EG1985  ___________________________________________________________________
 EG1985  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG1985  DYNAMIC HT  -         172.390 (meters)     565.58  (feet)  COMP
 EG1985  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EG1985
 EG1985  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1985
 EG1985.The horizontal coordinates were scaled from a topographic map and have
 EG1985.an estimated accuracy of +/- 6 seconds.
 EG1985
 EG1985.The orthometric height was determined by differential leveling
 EG1985.and adjusted by the  in 1992.
 EG1985.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1985.rate of 0.0 thru 1.0 mm/km.
 EG1985
 EG1985.The geoid height was determined by GEOID03.
 EG1985
 EG1985.The dynamic height is computed by dividing the NAVD 88
 EG1985.geopotential number by the normal gravity value computed on the
 EG1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1985.degrees latitude (g = 980.6199 gals.).
 EG1985
 EG1985.The modeled gravity was interpolated from observed gravity values.
 EG1985
 EG1985;                    North         East    Units  Estimated Accuracy
 EG1985;SPC MS E     -   603,880.      270,720.      MT  (+/- 180 meters Scaled)
 EG1985
 EG1985                          SUPERSEDED SURVEY CONTROL
 EG1985
 EG1985.No superseded survey control is available for this station.
 EG1985
 EG1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD033691(NAD 83)
 EG1985_MARKER: DR = REFERENCE MARK DISK
 EG1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1985_SP_SET: CONCRETE POST
 EG1985_STAMPING: BM 72V 64 1987
 EG1985_MARK LOGO: MSHD  
 EG1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1985+STABILITY: SURFACE MOTION
 EG1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1985+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EG1985
 EG1985  HISTORY     - Date     Condition        Report By
 EG1985  HISTORY     - 1988     MONUMENTED       MSHD
 EG1985
 EG1985                          STATION DESCRIPTION
 EG1985
 EG1985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG1985'12.79 KM (7.95 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1985'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 13.96 M
 EG1985'(45.8 FT) NORTH OF THE CENTER OF U.S. 72, 5.58 M (18.3 FT) EAST
 EG1985'SOUTHEAST OF A 12 INCH ELM, 0.43 M (1.4 FT) SOUTH OF A RIGHT OF WAY
 EG1985'FENCE, 0.48 M (1.6 FT) SOUTH OF A CARSONITE WITNESS POST, 1.52 M
 EG1985'(5.0 FT) ABOVE LEVEL OF HIGHWAY 72 AND SET IN TOP OF A ROUND CONCRETE
 EG1985'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1986 ***********************************************************************
 EG1986  DESIGNATION -  72 V 65
 EG1986  PID         -  EG1986
 EG1986  STATE/COUNTY-  MS/BENTON
 EG1986  USGS QUAD   -  CANAAN (1982)
 EG1986
 EG1986                         *CURRENT SURVEY CONTROL
 EG1986  ___________________________________________________________________
 EG1986* NAD 83(1986)-  34 56 44.     (N)    089 08 15.     (W)     SCALED    
 EG1986* NAVD 88     -       167.620  (meters)     549.93   (feet)  POSTED    
 EG1986  ___________________________________________________________________
 EG1986  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG1986  DYNAMIC HT  -         167.460 (meters)     549.41  (feet)  COMP
 EG1986  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 EG1986
 EG1986  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1986
 EG1986.The horizontal coordinates were scaled from a topographic map and have
 EG1986.an estimated accuracy of +/- 6 seconds.
 EG1986
 EG1986.The orthometric height was determined by differential leveling
 EG1986.and adjusted by the  in 1992.
 EG1986.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1986.rate of 0.0 thru 1.0 mm/km.
 EG1986
 EG1986.The geoid height was determined by GEOID03.
 EG1986
 EG1986.The dynamic height is computed by dividing the NAVD 88
 EG1986.geopotential number by the normal gravity value computed on the
 EG1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1986.degrees latitude (g = 980.6199 gals.).
 EG1986
 EG1986.The modeled gravity was interpolated from observed gravity values.
 EG1986
 EG1986;                    North         East    Units  Estimated Accuracy
 EG1986;SPC MS E     -   603,880.      272,220.      MT  (+/- 180 meters Scaled)
 EG1986
 EG1986                          SUPERSEDED SURVEY CONTROL
 EG1986
 EG1986.No superseded survey control is available for this station.
 EG1986
 EG1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD048690(NAD 83)
 EG1986_MARKER: DR = REFERENCE MARK DISK
 EG1986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1986_SP_SET: HEADWALL
 EG1986_STAMPING: BM 72V 65 1987
 EG1986_MARK LOGO: MSHD  
 EG1986_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1986+STABILITY: SURFACE MOTION
 EG1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1986+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1986
 EG1986  HISTORY     - Date     Condition        Report By
 EG1986  HISTORY     - 1987     MONUMENTED       MSHD
 EG1986
 EG1986                          STATION DESCRIPTION
 EG1986
 EG1986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1986'14.00 KM (8.70 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1986'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN TOP OF A
 EG1986'CONCRETE HEADWALL OF A PIPE CULVERT, 12.56 M (41.2 FT) SOUTH OF A
 EG1986'WOODEN FENCE, 5.82 M (19.1 FT) NORTH OF THE CENTER OF U.S. 72, 0.85 M
 EG1986'(2.8 FT) EAST OF THE CENTER OF THE PIPE, 0.33 M (1.1 FT) WEST OF A
 EG1986'CARSONITE WITNESS POST AND 0.60 M (2.0 FT) BELOW LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1987 ***********************************************************************
 EG1987  DESIGNATION -  72 V 66
 EG1987  PID         -  EG1987
 EG1987  STATE/COUNTY-  MS/BENTON
 EG1987  USGS QUAD   -  CAMP HILL (1982)
 EG1987
 EG1987                         *CURRENT SURVEY CONTROL
 EG1987  ___________________________________________________________________
 EG1987* NAD 83(1986)-  34 56 49.     (N)    089 07 26.     (W)     SCALED    
 EG1987* NAVD 88     -       168.804  (meters)     553.82   (feet)  POSTED    
 EG1987  ___________________________________________________________________
 EG1987  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG1987  DYNAMIC HT  -         168.640 (meters)     553.28  (feet)  COMP
 EG1987  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 EG1987
 EG1987  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1987
 EG1987.The horizontal coordinates were scaled from a topographic map and have
 EG1987.an estimated accuracy of +/- 6 seconds.
 EG1987
 EG1987.The orthometric height was determined by differential leveling
 EG1987.and adjusted by the  in 1992.
 EG1987.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1987.rate of 0.0 thru 1.0 mm/km.
 EG1987
 EG1987.The geoid height was determined by GEOID03.
 EG1987
 EG1987.The dynamic height is computed by dividing the NAVD 88
 EG1987.geopotential number by the normal gravity value computed on the
 EG1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1987.degrees latitude (g = 980.6199 gals.).
 EG1987
 EG1987.The modeled gravity was interpolated from observed gravity values.
 EG1987
 EG1987;                    North         East    Units  Estimated Accuracy
 EG1987;SPC MS E     -   604,030.      273,460.      MT  (+/- 180 meters Scaled)
 EG1987
 EG1987                          SUPERSEDED SURVEY CONTROL
 EG1987
 EG1987.No superseded survey control is available for this station.
 EG1987
 EG1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD060692(NAD 83)
 EG1987_MARKER: DR = REFERENCE MARK DISK
 EG1987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1987_SP_SET: HEADWALL
 EG1987_STAMPING: BM 72V 66 1987
 EG1987_MARK LOGO: MSHD  
 EG1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1987+STABILITY: SURFACE MOTION
 EG1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1987+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1987
 EG1987  HISTORY     - Date     Condition        Report By
 EG1987  HISTORY     - 1987     MONUMENTED       MSHD
 EG1987
 EG1987                          STATION DESCRIPTION
 EG1987
 EG1987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1987'15.37 KM (9.55 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1987'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE EAST
 EG1987'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 15.54 M (51.0 FT)
 EG1987'SOUTHWEST OF A 18 INCH RED OAK TREE, 8.53 M (28.0 FT) SOUTH OF A
 EG1987'WOODEN RIGHT OF WAY FENCE, 7.32 M (24.0 FT) SOUTH SOUTHEAST OF A 8
 EG1987'INCH PINE, 6.52 M (21.4 FT) NORTH OF THE CENTER OF U.S. 72, 0.39 M
 EG1987'(1.3 FT) WEST OF A CARSONITE WITNESS POST AND 0.91 M (3.0 FT) BELOW
 EG1987'LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1988 ***********************************************************************
 EG1988  DESIGNATION -  72 V 67
 EG1988  PID         -  EG1988
 EG1988  STATE/COUNTY-  MS/BENTON
 EG1988  USGS QUAD   -  CAMP HILL (1982)
 EG1988
 EG1988                         *CURRENT SURVEY CONTROL
 EG1988  ___________________________________________________________________
 EG1988* NAD 83(1986)-  34 56 53.     (N)    089 06 25.     (W)     SCALED    
 EG1988* NAVD 88     -       164.530  (meters)     539.80   (feet)  POSTED    
 EG1988  ___________________________________________________________________
 EG1988  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG1988  DYNAMIC HT  -         164.370 (meters)     539.27  (feet)  COMP
 EG1988  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EG1988
 EG1988  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1988
 EG1988.The horizontal coordinates were scaled from a topographic map and have
 EG1988.an estimated accuracy of +/- 6 seconds.
 EG1988
 EG1988.The orthometric height was determined by differential leveling
 EG1988.and adjusted by the  in 1992.
 EG1988.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1988.rate of 0.0 thru 1.0 mm/km.
 EG1988
 EG1988.The geoid height was determined by GEOID03.
 EG1988
 EG1988.The dynamic height is computed by dividing the NAVD 88
 EG1988.geopotential number by the normal gravity value computed on the
 EG1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1988.degrees latitude (g = 980.6199 gals.).
 EG1988
 EG1988.The modeled gravity was interpolated from observed gravity values.
 EG1988
 EG1988;                    North         East    Units  Estimated Accuracy
 EG1988;SPC MS E     -   604,150.      275,010.      MT  (+/- 180 meters Scaled)
 EG1988
 EG1988                          SUPERSEDED SURVEY CONTROL
 EG1988
 EG1988.No superseded survey control is available for this station.
 EG1988
 EG1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD076693(NAD 83)
 EG1988_MARKER: DR = REFERENCE MARK DISK
 EG1988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1988_SP_SET: HEADWALL
 EG1988_STAMPING: BM 72V 67 1987
 EG1988_MARK LOGO: MSHD  
 EG1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1988+STABILITY: SURFACE MOTION
 EG1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1988+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1988
 EG1988  HISTORY     - Date     Condition        Report By
 EG1988  HISTORY     - 1987     MONUMENTED       MSHD
 EG1988
 EG1988                          STATION DESCRIPTION
 EG1988
 EG1988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1988'16.66 KM (10.35 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1988'STATE NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE WEST END OF A
 EG1988'CONCRETE HEADWALL OF A BOX CULVERT, 29.72 M (97.5 FT) WEST OF THE
 EG1988'CENTER OF A PAVED COUNTY ROAD, 10.36 M (34.0 FT) SOUTHEAST OF A FENCE
 EG1988'CORNER, 0.21 M (0.7 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND 0.30
 EG1988'M (1.0 FT) ABOVE LEVEL OF HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1989 ***********************************************************************
 EG1989  DESIGNATION -  72 V 68
 EG1989  PID         -  EG1989
 EG1989  STATE/COUNTY-  MS/BENTON
 EG1989  USGS QUAD   -  CAMP HILL (1982)
 EG1989
 EG1989                         *CURRENT SURVEY CONTROL
 EG1989  ___________________________________________________________________
 EG1989* NAD 83(1986)-  34 56 59.     (N)    089 05 19.     (W)     SCALED    
 EG1989* NAVD 88     -       156.842  (meters)     514.57   (feet)  POSTED    
 EG1989  ___________________________________________________________________
 EG1989  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG1989  DYNAMIC HT  -         156.690 (meters)     514.07  (feet)  COMP
 EG1989  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EG1989
 EG1989  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1989
 EG1989.The horizontal coordinates were scaled from a topographic map and have
 EG1989.an estimated accuracy of +/- 6 seconds.
 EG1989
 EG1989.The orthometric height was determined by differential leveling
 EG1989.and adjusted by the  in 1992.
 EG1989.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1989.rate of 0.0 thru 1.0 mm/km.
 EG1989
 EG1989.The geoid height was determined by GEOID03.
 EG1989
 EG1989.The dynamic height is computed by dividing the NAVD 88
 EG1989.geopotential number by the normal gravity value computed on the
 EG1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1989.degrees latitude (g = 980.6199 gals.).
 EG1989
 EG1989.The modeled gravity was interpolated from observed gravity values.
 EG1989
 EG1989;                    North         East    Units  Estimated Accuracy
 EG1989;SPC MS E     -   604,330.      276,680.      MT  (+/- 180 meters Scaled)
 EG1989
 EG1989                          SUPERSEDED SURVEY CONTROL
 EG1989
 EG1989.No superseded survey control is available for this station.
 EG1989
 EG1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD092694(NAD 83)
 EG1989_MARKER: DR = REFERENCE MARK DISK
 EG1989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1989_SP_SET: HEADWALL
 EG1989_STAMPING: BM 72V 68 1987
 EG1989_MARK LOGO: MSHD  
 EG1989_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1989+STABILITY: SURFACE MOTION
 EG1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1989+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1989
 EG1989  HISTORY     - Date     Condition        Report By
 EG1989  HISTORY     - 1987     MONUMENTED       MSHD
 EG1989  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1989
 EG1989                          STATION DESCRIPTION
 EG1989
 EG1989'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1989'18.10 KM (11.25 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1989'STATE HIGHWAY NO. 7 AND U.S. 72 TO MARK ON THE LEFT, IN A HEADWALL OF
 EG1989'A BOX CULVERT, 11.34 M (37.2 FT) WEST OF A U.S. GEOLOGICAL SURVEY
 EG1989'GAGING STATION, 10.06 M (33.0 FT) SOUTH SOUTHEAST OF A 18 INCH SWEET
 EG1989'GUM TREE, 5.49 M (18.0 FT) NORTH OF THE CENTER OF U.S. 72, 0.27 M
 EG1989'(0.9 FT) WEST OF A CARSONITE WITNESS POST AND 0.30 M (1.0 FT) BELOW
 EG1989'LEVEL OF HIGHWAY 72.
 EG1989
 EG1989                          STATION RECOVERY (2002)
 EG1989
 EG1989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1989'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1990 ***********************************************************************
 EG1990  DESIGNATION -  72 V 69
 EG1990  PID         -  EG1990
 EG1990  STATE/COUNTY-  MS/BENTON
 EG1990  USGS QUAD   -  CAMP HILL (1982)
 EG1990
 EG1990                         *CURRENT SURVEY CONTROL
 EG1990  ___________________________________________________________________
 EG1990* NAD 83(1986)-  34 57 02.     (N)    089 04 22.     (W)     SCALED    
 EG1990* NAVD 88     -       162.488  (meters)     533.10   (feet)  POSTED    
 EG1990  ___________________________________________________________________
 EG1990  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG1990  DYNAMIC HT  -         162.330 (meters)     532.58  (feet)  COMP
 EG1990  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EG1990
 EG1990  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1990
 EG1990.The horizontal coordinates were scaled from a topographic map and have
 EG1990.an estimated accuracy of +/- 6 seconds.
 EG1990
 EG1990.The orthometric height was determined by differential leveling
 EG1990.and adjusted by the  in 1992.
 EG1990.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1990.rate of 0.0 thru 1.0 mm/km.
 EG1990
 EG1990.The geoid height was determined by GEOID03.
 EG1990
 EG1990.The dynamic height is computed by dividing the NAVD 88
 EG1990.geopotential number by the normal gravity value computed on the
 EG1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1990.degrees latitude (g = 980.6199 gals.).
 EG1990
 EG1990.The modeled gravity was interpolated from observed gravity values.
 EG1990
 EG1990;                    North         East    Units  Estimated Accuracy
 EG1990;SPC MS E     -   604,410.      278,130.      MT  (+/- 180 meters Scaled)
 EG1990
 EG1990                          SUPERSEDED SURVEY CONTROL
 EG1990
 EG1990.No superseded survey control is available for this station.
 EG1990
 EG1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD107695(NAD 83)
 EG1990_MARKER: DR = REFERENCE MARK DISK
 EG1990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1990_SP_SET: HEADWALL
 EG1990_STAMPING: BM 72V 69 1987
 EG1990_MARK LOGO: MSHD  
 EG1990_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1990+STABILITY: SURFACE MOTION
 EG1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1990+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1990
 EG1990  HISTORY     - Date     Condition        Report By
 EG1990  HISTORY     - 1987     MONUMENTED       MSHD
 EG1990  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1990
 EG1990                          STATION DESCRIPTION
 EG1990
 EG1990'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1990'19.47 KM (12.10 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1990'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE EAST
 EG1990'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 26.82 M (88.0 FT) EAST
 EG1990'OF THE CENTER OF A GRAVEL DRIVE, 8.38 M (27.5 FT) SOUTH OF A RIGHT OF
 EG1990'WAY FENCE, 7.47 M (24.5 FT) NORTH OF THE CENTER OF U.S. 72, 0.36 M
 EG1990'(1.2 FT) WEST OF A CARSONITE WITNESS POST AND 1.82 M (6.0 FT) BELOW
 EG1990'LEVEL OF HIGHWAY 72.
 EG1990
 EG1990                          STATION RECOVERY (2002)
 EG1990
 EG1990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1990'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1991 ***********************************************************************
 EG1991  DESIGNATION -  72 V 70
 EG1991  PID         -  EG1991
 EG1991  STATE/COUNTY-  MS/BENTON
 EG1991  USGS QUAD   -  CAMP HILL (1982)
 EG1991
 EG1991                         *CURRENT SURVEY CONTROL
 EG1991  ___________________________________________________________________
 EG1991* NAD 83(1986)-  34 57 09.     (N)    089 03 27.     (W)     SCALED    
 EG1991* NAVD 88     -       159.402  (meters)     522.97   (feet)  POSTED    
 EG1991  ___________________________________________________________________
 EG1991  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG1991  DYNAMIC HT  -         159.250 (meters)     522.47  (feet)  COMP
 EG1991  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 EG1991
 EG1991  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1991
 EG1991.The horizontal coordinates were scaled from a topographic map and have
 EG1991.an estimated accuracy of +/- 6 seconds.
 EG1991
 EG1991.The orthometric height was determined by differential leveling
 EG1991.and adjusted by the  in 1992.
 EG1991.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1991.rate of 0.0 thru 1.0 mm/km.
 EG1991
 EG1991.The geoid height was determined by GEOID03.
 EG1991
 EG1991.The dynamic height is computed by dividing the NAVD 88
 EG1991.geopotential number by the normal gravity value computed on the
 EG1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1991.degrees latitude (g = 980.6199 gals.).
 EG1991
 EG1991.The modeled gravity was interpolated from observed gravity values.
 EG1991
 EG1991;                    North         East    Units  Estimated Accuracy
 EG1991;SPC MS E     -   604,630.      279,530.      MT  (+/- 180 meters Scaled)
 EG1991
 EG1991                          SUPERSEDED SURVEY CONTROL
 EG1991
 EG1991.No superseded survey control is available for this station.
 EG1991
 EG1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD121697(NAD 83)
 EG1991_MARKER: DR = REFERENCE MARK DISK
 EG1991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1991_SP_SET: HEADWALL
 EG1991_STAMPING: BM 72V 70 1987
 EG1991_MARK LOGO: MSHD  
 EG1991_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1991+STABILITY: SURFACE MOTION
 EG1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1991+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1991
 EG1991  HISTORY     - Date     Condition        Report By
 EG1991  HISTORY     - 1987     MONUMENTED       MSHD
 EG1991  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1991
 EG1991                          STATION DESCRIPTION
 EG1991
 EG1991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1991'20.76 KM (12.90 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1991'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, IN THE TOP OF
 EG1991'WEST END OF HEADWALL OF A BOX CULVERT, 60.75 M (199.3 FT) EAST OF
 EG1991'CENTER LINE PAVED COUNTY ROAD, 14.42 M (47.3 FT) WEST OF HAMILTON AND
 EG1991'HOPEWELL SIGN, 5.64 M (18.5 FT) NORTH OF CENTER LINE 72 HIGHWAY, 0.21
 EG1991'M (0.7 FT) EAST OF A CARSONITE WITNESS POST AND 0.91 M (3.0 FT) BELOW
 EG1991'LEVEL OF HIGHWAY 72.
 EG1991
 EG1991                          STATION RECOVERY (2002)
 EG1991
 EG1991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1991'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1992 ***********************************************************************
 EG1992  DESIGNATION -  72 V 71
 EG1992  PID         -  EG1992
 EG1992  STATE/COUNTY-  MS/BENTON
 EG1992  USGS QUAD   -  CAMP HILL (1982)
 EG1992
 EG1992                         *CURRENT SURVEY CONTROL
 EG1992  ___________________________________________________________________
 EG1992* NAD 83(1986)-  34 57 12.     (N)    089 02 27.     (W)     SCALED    
 EG1992* NAVD 88     -       199.318  (meters)     653.93   (feet)  POSTED    
 EG1992  ___________________________________________________________________
 EG1992  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1992  DYNAMIC HT  -         199.130 (meters)     653.31  (feet)  COMP
 EG1992  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EG1992
 EG1992  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1992
 EG1992.The horizontal coordinates were scaled from a topographic map and have
 EG1992.an estimated accuracy of +/- 6 seconds.
 EG1992
 EG1992.The orthometric height was determined by differential leveling
 EG1992.and adjusted by the  in 1992.
 EG1992.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1992.rate of 0.0 thru 1.0 mm/km.
 EG1992
 EG1992.The geoid height was determined by GEOID03.
 EG1992
 EG1992.The dynamic height is computed by dividing the NAVD 88
 EG1992.geopotential number by the normal gravity value computed on the
 EG1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1992.degrees latitude (g = 980.6199 gals.).
 EG1992
 EG1992.The modeled gravity was interpolated from observed gravity values.
 EG1992
 EG1992;                    North         East    Units  Estimated Accuracy
 EG1992;SPC MS E     -   604,720.      281,050.      MT  (+/- 180 meters Scaled)
 EG1992
 EG1992                          SUPERSEDED SURVEY CONTROL
 EG1992
 EG1992.No superseded survey control is available for this station.
 EG1992
 EG1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD136697(NAD 83)
 EG1992_MARKER: DR = REFERENCE MARK DISK
 EG1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1992_SP_SET: CONCRETE POST
 EG1992_STAMPING: BM 72V 71 1987
 EG1992_MARK LOGO: MSHD  
 EG1992_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1992+STABILITY: SURFACE MOTION
 EG1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1992+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1992
 EG1992  HISTORY     - Date     Condition        Report By
 EG1992  HISTORY     - 1987     MONUMENTED       MSHD
 EG1992  HISTORY     - 20020409 GOOD             USACE
 EG1992
 EG1992                          STATION DESCRIPTION
 EG1992
 EG1992'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1992'22.45 KM (13.95 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1992'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 20.21 M
 EG1992'(66.3 FT) NORTH OF CENTER LINE 72 HIGHWAY, 15.33 M (50.3 FT) EAST OF
 EG1992'24 INCH OAK TREE, 7.22 M (23.7 FT) NORTHWEST OF 24 INCH WALNUT TREE,
 EG1992'0.52 M (1.7 FT) SOUTH OF RIGHT OF WAY FENCE, 0.39 M (1.3 FT) SOUTH OF
 EG1992'A CARSONITE WITNESS POST, 0.60 M (2.0 FT) ABOVE LEVEL OF HIGHWAY 72
 EG1992'AND SET IN TOP OF A 12 INCH ROUND CONCRETE POST, FLUSH WITH GROUND.
 EG1992
 EG1992                          STATION RECOVERY (2002)
 EG1992
 EG1992'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG5281 ***********************************************************************
 DG5281  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5281  DESIGNATION -  72 V 71X
 DG5281  PID         -  DG5281
 DG5281  STATE/COUNTY-  MS/BENTON
 DG5281  USGS QUAD   -  CAMP HILL (1982)
 DG5281
 DG5281                         *CURRENT SURVEY CONTROL
 DG5281  ___________________________________________________________________
 DG5281* NAD 83(2007)-  34 57 13.41742(N)    089 02 23.01430(W)     ADJUSTED  
 DG5281* NAVD 88     -       198.42   (meters)     651.0    (feet)  GPS OBS   
 DG5281  ___________________________________________________________________
 DG5281  EPOCH DATE  -        2002.00
 DG5281  X           -      87,709.197 (meters)                     COMP
 DG5281  Y           -  -5,232,774.503 (meters)                     COMP
 DG5281  Z           -   3,633,758.379 (meters)                     COMP
 DG5281  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG5281  ELLIP HEIGHT-         170.701 (meters)          (02/10/07) ADJUSTED
 DG5281  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DG5281
 DG5281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5281  Type    PID    Designation                      North   East  Ellip
 DG5281  -------------------------------------------------------------------
 DG5281  NETWORK DG5281 72 V 71X                          2.59   1.84   1.92
 DG5281  -------------------------------------------------------------------
 DG5281
 DG5281.The horizontal coordinates were established by GPS observations
 DG5281.and adjusted by the National Geodetic Survey in February 2007.
 DG5281
 DG5281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5281.The horizontal coordinates are valid at the epoch date displayed above.
 DG5281.The epoch date for horizontal control is a decimal equivalence
 DG5281.of Year/Month/Day.
 DG5281
 DG5281.The orthometric height was determined by GPS observations and a
 DG5281.high-resolution geoid model.
 DG5281.The orthometric height was determined by GPS observations and a
 DG5281.high-resolution geoid model using precise GPS observation and
 DG5281.processing techniques.
 DG5281
 DG5281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5281
 DG5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5281
 DG5281.The ellipsoidal height was determined by GPS observations
 DG5281.and is referenced to NAD 83.
 DG5281
 DG5281.The geoid height was determined by GEOID03.
 DG5281
 DG5281;                    North         East     Units Scale Factor Converg.
 DG5281;SPC MS E     -   604,759.312   281,149.101   MT  0.99995438   -0 07 05.7
 DG5281;SPC MS E     - 1,984,114.51    922,403.34   sFT  0.99995438   -0 07 05.7
 DG5281;UTM  16      - 3,869,811.384   313,753.260   MT  1.00002753   -1 10 08.1
 DG5281
 DG5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5281!SPC MS E     -   0.99997321  x   0.99995438  =   0.99992759
 DG5281!UTM  16      -   0.99997321  x   1.00002753  =   1.00000074
 DG5281
 DG5281                          SUPERSEDED SURVEY CONTROL
 DG5281
 DG5281  NAD 83(1993)-  34 57 13.41721(N)    089 02 23.01411(W) AD(       ) B
 DG5281  ELLIP H (04/05/04)  170.711  (m)                       GP(       ) 4 1
 DG5281
 DG5281.Superseded values are not recommended for survey control.
 DG5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5281.See file dsdata.txt to determine how the superseded data were derived.
 DG5281
 DG5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1375369811(NAD 83)
 DG5281_MARKER: F = FLANGE-ENCASED ROD
 DG5281_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5281+WITH SETTING: INFORMATION.
 DG5281_STAMPING: 72 V 71X 2002
 DG5281_MARK LOGO: USACE 
 DG5281_PROJECTION: RECESSED 15 CENTIMETERS
 DG5281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5281+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DG5281_ROD/PIPE-DEPTH:  2.1 meters
 DG5281
 DG5281  HISTORY     - Date     Condition        Report By
 DG5281  HISTORY     - 20020613 MONUMENTED       EMCINC
 DG5281  HISTORY     - 20080306 GOOD             MSDOT
 DG5281
 DG5281                          STATION DESCRIPTION
 DG5281
 DG5281'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5281'THE MARK IS LOCATED 12.07 KILOMETERS (7.5 MILES) WEST OF WALNUT,
 DG5281'MISSISSIPPI AND 17.7 KILOMETERS (11.0 MILES) SOUTHWEST OF MIDDLETON,
 DG5281'TENNESSEE.TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 7 AND
 DG5281'U.S. HIGHWAY 72 NEAR SLAYDEN, MISSISSIPPI GO 23.4 KILOMETERS (14.5
 DG5281'MILES) EAST ON U.S. 72 TO THE MARK ON THE LEFT IN THE MEDIAN OF U.S.
 DG5281'72 AT THE CROSSOVER LANE.THE MARK IS 21.8 METERS (71.5 FEET) SOUTH OF
 DG5281'THE CENTER OF THE WEST BOUND LANE OF U.S. 72, 24.0 METERS (78.7 FEET)
 DG5281'NORTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. 72, 8.4 METERS
 DG5281'(27.5 FEET) WEST OF THE CENTER OF A CROSSOVER LANE BETWEEN THE EAST
 DG5281'AND WEST BOUND LANES OF U.S. 72, 12.5 METERS (41.0 FEET) NORTH,
 DG5281'NORTHEAST OF A CARSONITE WITNESS POST SET AT A STOP SIGN AND 45.0
 DG5281'METERS (147.6 FEET) SOUTH SOUTHWEST OF BENCHMARK 72 V 71.THE MARK IS A
 DG5281'MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM
 DG5281'ROD, RECESSED 0.15 METERS (0.5 FEET) BELOW GROUND.
 DG5281' 
 DG5281'
 DG5281
 DG5281                          STATION RECOVERY (2008)
 DG5281
 DG5281'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DG5281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1993 ***********************************************************************
 EG1993  DESIGNATION -  72 V 72
 EG1993  PID         -  EG1993
 EG1993  STATE/COUNTY-  MS/BENTON
 EG1993  USGS QUAD   -  CAMP HILL (1982)
 EG1993
 EG1993                         *CURRENT SURVEY CONTROL
 EG1993  ___________________________________________________________________
 EG1993* NAD 83(1986)-  34 57 14.     (N)    089 01 23.     (W)     SCALED    
 EG1993* NAVD 88     -       199.957  (meters)     656.03   (feet)  POSTED    
 EG1993  ___________________________________________________________________
 EG1993  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG1993  DYNAMIC HT  -         199.760 (meters)     655.38  (feet)  COMP
 EG1993  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 EG1993
 EG1993  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1993
 EG1993.The horizontal coordinates were scaled from a topographic map and have
 EG1993.an estimated accuracy of +/- 6 seconds.
 EG1993
 EG1993.The orthometric height was determined by differential leveling
 EG1993.and adjusted by the  in 1992.
 EG1993.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1993.rate of 0.0 thru 1.0 mm/km.
 EG1993
 EG1993.The geoid height was determined by GEOID03.
 EG1993
 EG1993.The dynamic height is computed by dividing the NAVD 88
 EG1993.geopotential number by the normal gravity value computed on the
 EG1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1993.degrees latitude (g = 980.6199 gals.).
 EG1993
 EG1993.The modeled gravity was interpolated from observed gravity values.
 EG1993
 EG1993;                    North         East    Units  Estimated Accuracy
 EG1993;SPC MS E     -   604,770.      282,670.      MT  (+/- 180 meters Scaled)
 EG1993
 EG1993                          SUPERSEDED SURVEY CONTROL
 EG1993
 EG1993.No superseded survey control is available for this station.
 EG1993
 EG1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD152697(NAD 83)
 EG1993_MARKER: DR = REFERENCE MARK DISK
 EG1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1993_SP_SET: CONCRETE POST
 EG1993_STAMPING: BM 72V 72 1987
 EG1993_MARK LOGO: MSHD  
 EG1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1993+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1993
 EG1993  HISTORY     - Date     Condition        Report By
 EG1993  HISTORY     - 1987     MONUMENTED       MSHD
 EG1993  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1993
 EG1993                          STATION DESCRIPTION
 EG1993
 EG1993'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1993'23.90 KM (14.85 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1993'STATE HIGHWAY NO. 7 AND 72 TO THE MARK ON THE LEFT, 21.67 M (71.1 FT)
 EG1993'NORTH OF CENTER LINE 72 HIGHWAY, 11.28 M (37.0 FT) NORTHWEST OF
 EG1993'PIPELINE MARKER, 0.58 M (1.9 FT) SOUTHEAST OF TELEPHONE POLE WITH BOX,
 EG1993'0.30 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST, 0.60 M (2.0 FT)
 EG1993'BELOW LEVEL OF HIGHWAY 72 AND SET IN TOP OF A ROUND CONCRETE POST,
 EG1993'FLUSH WITH GROUND.
 EG1993
 EG1993                          STATION RECOVERY (2002)
 EG1993
 EG1993'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1993'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1994 ***********************************************************************
 EG1994  DESIGNATION -  72 V 73
 EG1994  PID         -  EG1994
 EG1994  STATE/COUNTY-  MS/TIPPAH
 EG1994  USGS QUAD   -  CAMP HILL (1982)
 EG1994
 EG1994                         *CURRENT SURVEY CONTROL
 EG1994  ___________________________________________________________________
 EG1994* NAD 83(1986)-  34 57 15.     (N)    089 00 38.     (W)     SCALED    
 EG1994* NAVD 88     -       200.492  (meters)     657.78   (feet)  POSTED    
 EG1994  ___________________________________________________________________
 EG1994  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EG1994  DYNAMIC HT  -         200.300 (meters)     657.15  (feet)  COMP
 EG1994  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EG1994
 EG1994  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1994
 EG1994.The horizontal coordinates were scaled from a topographic map and have
 EG1994.an estimated accuracy of +/- 6 seconds.
 EG1994
 EG1994.The orthometric height was determined by differential leveling
 EG1994.and adjusted by the  in 1992.
 EG1994.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1994.rate of 0.0 thru 1.0 mm/km.
 EG1994
 EG1994.The geoid height was determined by GEOID03.
 EG1994
 EG1994.The dynamic height is computed by dividing the NAVD 88
 EG1994.geopotential number by the normal gravity value computed on the
 EG1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1994.degrees latitude (g = 980.6199 gals.).
 EG1994
 EG1994.The modeled gravity was interpolated from observed gravity values.
 EG1994
 EG1994;                    North         East    Units  Estimated Accuracy
 EG1994;SPC MS E     -   604,800.      283,810.      MT  (+/- 180 meters Scaled)
 EG1994
 EG1994                          SUPERSEDED SURVEY CONTROL
 EG1994
 EG1994.No superseded survey control is available for this station.
 EG1994
 EG1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD164698(NAD 83)
 EG1994_MARKER: DR = REFERENCE MARK DISK
 EG1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1994_SP_SET: CONCRETE POST
 EG1994_STAMPING: BM 72V 73 1987
 EG1994_MARK LOGO: MSHD  
 EG1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1994+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1994
 EG1994  HISTORY     - Date     Condition        Report By
 EG1994  HISTORY     - 1987     MONUMENTED       MSHD
 EG1994  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1994
 EG1994                          STATION DESCRIPTION
 EG1994
 EG1994'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1994'9.33 KM (5.80 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1994'STATE HIGHWAY NO. 15 AND U.S. 72 AT WALNUT TO THE MARK ON THE RIGHT,
 EG1994'29.81 M (97.8 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 EG1994'BLOCK WELL HOUSE, 14.75 M (48.4 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 EG1994'72, 1.52 M (5.0 FT) SOUTHEAST OF AN UNDERGROUND TELEPHONE SIGN, 0.45 M
 EG1994'(1.5 FT) SOUTH OF A CARSONITE WITNESS POST, LEVEL WITH HIGHWAY 72 AND
 EG1994'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG1994
 EG1994                          STATION RECOVERY (2002)
 EG1994
 EG1994'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1994'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1995 ***********************************************************************
 EG1995  DESIGNATION -  72 V 74
 EG1995  PID         -  EG1995
 EG1995  STATE/COUNTY-  MS/TIPPAH
 EG1995  USGS QUAD   -  WALNUT (1982)
 EG1995
 EG1995                         *CURRENT SURVEY CONTROL
 EG1995  ___________________________________________________________________
 EG1995* NAD 83(1986)-  34 57 16.     (N)    088 59 47.     (W)     SCALED    
 EG1995* NAVD 88     -       206.420  (meters)     677.23   (feet)  POSTED    
 EG1995  ___________________________________________________________________
 EG1995  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EG1995  DYNAMIC HT  -         206.220 (meters)     676.57  (feet)  COMP
 EG1995  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EG1995
 EG1995  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1995
 EG1995.The horizontal coordinates were scaled from a topographic map and have
 EG1995.an estimated accuracy of +/- 6 seconds.
 EG1995
 EG1995.The orthometric height was determined by differential leveling
 EG1995.and adjusted by the  in 1992.
 EG1995.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1995.rate of 0.0 thru 1.0 mm/km.
 EG1995
 EG1995.The geoid height was determined by GEOID03.
 EG1995
 EG1995.The dynamic height is computed by dividing the NAVD 88
 EG1995.geopotential number by the normal gravity value computed on the
 EG1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1995.degrees latitude (g = 980.6199 gals.).
 EG1995
 EG1995.The modeled gravity was interpolated from observed gravity values.
 EG1995
 EG1995;                    North         East    Units  Estimated Accuracy
 EG1995;SPC MS E     -   604,830.      285,110.      MT  (+/- 180 meters Scaled)
 EG1995
 EG1995                          SUPERSEDED SURVEY CONTROL
 EG1995
 EG1995.No superseded survey control is available for this station.
 EG1995
 EG1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD177698(NAD 83)
 EG1995_MARKER: DR = REFERENCE MARK DISK
 EG1995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1995_SP_SET: HEADWALL
 EG1995_STAMPING: BM 72V 74 1987
 EG1995_MARK LOGO: MSHD  
 EG1995_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1995+STABILITY: SURFACE MOTION
 EG1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1995+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1995
 EG1995  HISTORY     - Date     Condition        Report By
 EG1995  HISTORY     - 1987     MONUMENTED       MSHD
 EG1995  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1995
 EG1995                          STATION DESCRIPTION
 EG1995
 EG1995'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1995'7.72 KM (4.80 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1995'STATE HIGHWAY NO. 15 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE WEST
 EG1995'END OF A HEADWALL PIPE, 32.0 M (105.0 FT) WEST OF CENTERLINE GRAVEL
 EG1995'DRIVE, 21.79 M (71.5 FT)  WEST SOUTHWEST OF 10 INCH PINE TREE, 7.13 M
 EG1995'(23.4 FT) NORTH OF CENTER LINE 72 HIGHWAY, 0.15 M (0.5 FT) EAST OF A
 EG1995'CARSONITE WITNESS POST AND 1.21 M (4.0 FT) BELOW LEVEL OF HIGHWAY 72.
 EG1995
 EG1995                          STATION RECOVERY (2002)
 EG1995
 EG1995'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1995'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1996 ***********************************************************************
 EG1996  DESIGNATION -  72 V 75
 EG1996  PID         -  EG1996
 EG1996  STATE/COUNTY-  MS/TIPPAH
 EG1996  USGS QUAD   -  WALNUT (1982)
 EG1996
 EG1996                         *CURRENT SURVEY CONTROL
 EG1996  ___________________________________________________________________
 EG1996* NAD 83(1986)-  34 57 16.     (N)    088 58 51.     (W)     SCALED    
 EG1996* NAVD 88     -       179.032  (meters)     587.37   (feet)  POSTED    
 EG1996  ___________________________________________________________________
 EG1996  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EG1996  DYNAMIC HT  -         178.860 (meters)     586.81  (feet)  COMP
 EG1996  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EG1996
 EG1996  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1996
 EG1996.The horizontal coordinates were scaled from a topographic map and have
 EG1996.an estimated accuracy of +/- 6 seconds.
 EG1996
 EG1996.The orthometric height was determined by differential leveling
 EG1996.and adjusted by the  in 1992.
 EG1996.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1996.rate of 0.0 thru 1.0 mm/km.
 EG1996
 EG1996.The geoid height was determined by GEOID03.
 EG1996
 EG1996.The dynamic height is computed by dividing the NAVD 88
 EG1996.geopotential number by the normal gravity value computed on the
 EG1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1996.degrees latitude (g = 980.6199 gals.).
 EG1996
 EG1996.The modeled gravity was interpolated from observed gravity values.
 EG1996
 EG1996;                    North         East    Units  Estimated Accuracy
 EG1996;SPC MS E     -   604,830.      286,530.      MT  (+/- 180 meters Scaled)
 EG1996
 EG1996                          SUPERSEDED SURVEY CONTROL
 EG1996
 EG1996.No superseded survey control is available for this station.
 EG1996
 EG1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD191697(NAD 83)
 EG1996_MARKER: DR = REFERENCE MARK DISK
 EG1996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1996_SP_SET: HEADWALL
 EG1996_STAMPING: BM 72V 75 1987
 EG1996_MARK LOGO: MSHD  
 EG1996_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1996+STABILITY: SURFACE MOTION
 EG1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1996+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1996
 EG1996  HISTORY     - Date     Condition        Report By
 EG1996  HISTORY     - 1987     MONUMENTED       MSHD
 EG1996  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1996
 EG1996                          STATION DESCRIPTION
 EG1996
 EG1996'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1996'6.60 KM (4.10 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1996'STATE HIGHWAY NO. 15 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE TOP
 EG1996'OF HEADWALL PIPE, 43.53 M (142.8 FT) EAST OF A 10 INCH PINE TREE,
 EG1996'17.07 M (56.0 FT) SOUTHEAST OF TWIN SYCOMORE TREE, 12.21 M (40.1 FT)
 EG1996'NORTH OF CENTERLINE 72 HIGHWAY, 0.27 M (0.9 FT) EAST OF A CARSONITE
 EG1996'WITNESS POST AND 3.65 M (12.0 FT) BELOW LEVEL OF HIGHWAY 72.
 EG1996
 EG1996                          STATION RECOVERY (2002)
 EG1996
 EG1996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1996'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1997 ***********************************************************************
 EG1997  DESIGNATION -  72 V 76
 EG1997  PID         -  EG1997
 EG1997  STATE/COUNTY-  MS/TIPPAH
 EG1997  USGS QUAD   -  WALNUT (1982)
 EG1997
 EG1997                         *CURRENT SURVEY CONTROL
 EG1997  ___________________________________________________________________
 EG1997* NAD 83(1986)-  34 57 16.     (N)    088 57 49.     (W)     SCALED    
 EG1997* NAVD 88     -       182.854  (meters)     599.91   (feet)  POSTED    
 EG1997  ___________________________________________________________________
 EG1997  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1997  DYNAMIC HT  -         182.680 (meters)     599.34  (feet)  COMP
 EG1997  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 EG1997
 EG1997  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1997
 EG1997.The horizontal coordinates were scaled from a topographic map and have
 EG1997.an estimated accuracy of +/- 6 seconds.
 EG1997
 EG1997.The orthometric height was determined by differential leveling
 EG1997.and adjusted by the  in 1992.
 EG1997.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1997.rate of 0.0 thru 1.0 mm/km.
 EG1997
 EG1997.The geoid height was determined by GEOID03.
 EG1997
 EG1997.The dynamic height is computed by dividing the NAVD 88
 EG1997.geopotential number by the normal gravity value computed on the
 EG1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1997.degrees latitude (g = 980.6199 gals.).
 EG1997
 EG1997.The modeled gravity was interpolated from observed gravity values.
 EG1997
 EG1997;                    North         East    Units  Estimated Accuracy
 EG1997;SPC MS E     -   604,830.      288,100.      MT  (+/- 180 meters Scaled)
 EG1997
 EG1997                          SUPERSEDED SURVEY CONTROL
 EG1997
 EG1997.No superseded survey control is available for this station.
 EG1997
 EG1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD207697(NAD 83)
 EG1997_MARKER: DR = REFERENCE MARK DISK
 EG1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1997_SP_SET: CONCRETE POST
 EG1997_STAMPING: BM 72V 76 1987
 EG1997_MARK LOGO: MSHD  
 EG1997_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1997+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1997
 EG1997  HISTORY     - Date     Condition        Report By
 EG1997  HISTORY     - 1987     MONUMENTED       MSHD
 EG1997  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1997
 EG1997                          STATION DESCRIPTION
 EG1997
 EG1997'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1997'5.31 KM (3.30 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1997'STATE HIGHWAY NO. 15 AND U.S. 72 TO THE MARK ON THE RIGHT, 15.70 M
 EG1997'(51.5 FT) SOUTH SOUTHWEST OF A 4 INCH ELM TREE, 15.09 M (49.5 FT)
 EG1997'NORTH OF THE CENTER OF U.S. 72, 2.10 M (6.9 FT) SOUTHWEST OF A UNION
 EG1997'76 POLE AND SIGN, 0.45 M (1.5 FT) SOUTH OF A CARSONITE WITNESS POST,
 EG1997'0.60 M (2.0 FT) ABOVE LEVEL OF HIGHWAY 72 AND SET IN TOP OF A ROUND
 EG1997'CONCRETE POST, FLUSH WITH THE GROUND.
 EG1997
 EG1997                          STATION RECOVERY (2002)
 EG1997
 EG1997'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1997'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1998 ***********************************************************************
 EG1998  DESIGNATION -  72 V 77
 EG1998  PID         -  EG1998
 EG1998  STATE/COUNTY-  MS/TIPPAH
 EG1998  USGS QUAD   -  WALNUT (1982)
 EG1998
 EG1998                         *CURRENT SURVEY CONTROL
 EG1998  ___________________________________________________________________
 EG1998* NAD 83(1986)-  34 57 09.     (N)    088 56 55.     (W)     SCALED    
 EG1998* NAVD 88     -       157.355  (meters)     516.26   (feet)  POSTED    
 EG1998  ___________________________________________________________________
 EG1998  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1998  DYNAMIC HT  -         157.200 (meters)     515.75  (feet)  COMP
 EG1998  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EG1998
 EG1998  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1998
 EG1998.The horizontal coordinates were scaled from a topographic map and have
 EG1998.an estimated accuracy of +/- 6 seconds.
 EG1998
 EG1998.The orthometric height was determined by differential leveling
 EG1998.and adjusted by the  in 1992.
 EG1998.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1998.rate of 0.0 thru 1.0 mm/km.
 EG1998
 EG1998.The geoid height was determined by GEOID03.
 EG1998
 EG1998.The dynamic height is computed by dividing the NAVD 88
 EG1998.geopotential number by the normal gravity value computed on the
 EG1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1998.degrees latitude (g = 980.6199 gals.).
 EG1998
 EG1998.The modeled gravity was interpolated from observed gravity values.
 EG1998
 EG1998;                    North         East    Units  Estimated Accuracy
 EG1998;SPC MS E     -   604,610.      289,470.      MT  (+/- 180 meters Scaled)
 EG1998
 EG1998                          SUPERSEDED SURVEY CONTROL
 EG1998
 EG1998.No superseded survey control is available for this station.
 EG1998
 EG1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD220695(NAD 83)
 EG1998_MARKER: DR = REFERENCE MARK DISK
 EG1998_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1998_SP_SET: HEADWALL
 EG1998_STAMPING: BM 72V 77 1987
 EG1998_MARK LOGO: MSHD  
 EG1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1998+STABILITY: SURFACE MOTION
 EG1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1998+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1998
 EG1998  HISTORY     - Date     Condition        Report By
 EG1998  HISTORY     - 1987     MONUMENTED       MSHD
 EG1998  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1998
 EG1998                          STATION DESCRIPTION
 EG1998
 EG1998'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1998'3.86 KM (2.40 MI) WEST ON U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE
 EG1998'HIGHWAY NO. 15 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE EAST END
 EG1998'OF CONCRETE HEADWALL OF A BOX CULVERT, 21.49 M (70.5 FT) SOUTHEAST OF
 EG1998'A 8 INCH CEDAR TREE, 14.17 M (46.5 FT) SOUTH OF A RIGHT OF WAY FENCE,
 EG1998'12.44 M (40.8 FT) NORTH OF THE CENTER OF U.S. 72, 0.36 M (1.2 FT) EAST
 EG1998'OF A CARSONITE WITNESS POST AND 3.65 M (12.0 FT) BELOW LEVEL OF
 EG1998'HIGHWAY 72.
 EG1998
 EG1998                          STATION RECOVERY (2002)
 EG1998
 EG1998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1998'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1999 ***********************************************************************
 EG1999  DESIGNATION -  72 V 78
 EG1999  PID         -  EG1999
 EG1999  STATE/COUNTY-  MS/TIPPAH
 EG1999  USGS QUAD   -  WALNUT (1982)
 EG1999
 EG1999                         *CURRENT SURVEY CONTROL
 EG1999  ___________________________________________________________________
 EG1999* NAD 83(1986)-  34 57 04.     (N)    088 56 04.     (W)     SCALED    
 EG1999* NAVD 88     -       143.988  (meters)     472.40   (feet)  POSTED    
 EG1999  ___________________________________________________________________
 EG1999  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG1999  DYNAMIC HT  -         143.850 (meters)     471.95  (feet)  COMP
 EG1999  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 EG1999
 EG1999  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1999
 EG1999.The horizontal coordinates were scaled from a topographic map and have
 EG1999.an estimated accuracy of +/- 6 seconds.
 EG1999
 EG1999.The orthometric height was determined by differential leveling
 EG1999.and adjusted by the  in 1992.
 EG1999.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1999.rate of 0.0 thru 1.0 mm/km.
 EG1999
 EG1999.The geoid height was determined by GEOID03.
 EG1999
 EG1999.The dynamic height is computed by dividing the NAVD 88
 EG1999.geopotential number by the normal gravity value computed on the
 EG1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1999.degrees latitude (g = 980.6199 gals.).
 EG1999
 EG1999.The modeled gravity was interpolated from observed gravity values.
 EG1999
 EG1999;                    North         East    Units  Estimated Accuracy
 EG1999;SPC MS E     -   604,450.      290,770.      MT  (+/- 180 meters Scaled)
 EG1999
 EG1999                          SUPERSEDED SURVEY CONTROL
 EG1999
 EG1999.No superseded survey control is available for this station.
 EG1999
 EG1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD233693(NAD 83)
 EG1999_MARKER: DR = REFERENCE MARK DISK
 EG1999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1999_SP_SET: HEADWALL
 EG1999_STAMPING: BM 72V 78 1987
 EG1999_MARK LOGO: MSHD  
 EG1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1999+STABILITY: SURFACE MOTION
 EG1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1999+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG1999
 EG1999  HISTORY     - Date     Condition        Report By
 EG1999  HISTORY     - 1987     MONUMENTED       MSHD
 EG1999  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1999
 EG1999                          STATION DESCRIPTION
 EG1999
 EG1999'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1999'2.57 KM (1.60 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1999'STATE HIGHWAY NO. 15 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE WEST
 EG1999'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 17.68 M (58.0 FT)
 EG1999'SOUTHEAST OF A 16 INCH SWEET GUM TREE, 12.19 M (40.0 FT) SOUTHWEST OF
 EG1999'A 24 INCH SWEET GUM TREE, 10.61 M (34.8 FT) SOUTH OF A RIGHT OF WAY
 EG1999'FENCE, 6.10 M (20.0 FT) NORTH OF THE CENTER OF U.S. 72, 0.42 M
 EG1999'(1.4 FT) EAST OF A CARSONITE WITNESS POST AND 0.60 M (2.0 FT) BELOW
 EG1999'LEVEL OF HIGHWAY.
 EG1999
 EG1999                          STATION RECOVERY (2002)
 EG1999
 EG1999'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1999'DESTROYED DUE TO CONSTRUCTION OF NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2000 ***********************************************************************
 EG2000  DESIGNATION -  72 V 79
 EG2000  PID         -  EG2000
 EG2000  STATE/COUNTY-  MS/TIPPAH
 EG2000  USGS QUAD   -  WALNUT (1982)
 EG2000
 EG2000                         *CURRENT SURVEY CONTROL
 EG2000  ___________________________________________________________________
 EG2000* NAD 83(1986)-  34 56 59.     (N)    088 55 00.     (W)     SCALED    
 EG2000* NAVD 88     -       134.721  (meters)     442.00   (feet)  POSTED    
 EG2000  ___________________________________________________________________
 EG2000  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EG2000  DYNAMIC HT  -         134.590 (meters)     441.57  (feet)  COMP
 EG2000  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 EG2000
 EG2000  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2000
 EG2000.The horizontal coordinates were scaled from a topographic map and have
 EG2000.an estimated accuracy of +/- 6 seconds.
 EG2000
 EG2000.The orthometric height was determined by differential leveling
 EG2000.and adjusted by the  in 1992.
 EG2000.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2000.rate of 0.0 thru 1.0 mm/km.
 EG2000
 EG2000.The geoid height was determined by GEOID03.
 EG2000
 EG2000.The dynamic height is computed by dividing the NAVD 88
 EG2000.geopotential number by the normal gravity value computed on the
 EG2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2000.degrees latitude (g = 980.6199 gals.).
 EG2000
 EG2000.The modeled gravity was interpolated from observed gravity values.
 EG2000
 EG2000;                    North         East    Units  Estimated Accuracy
 EG2000;SPC MS E     -   604,300.      292,390.      MT  (+/- 180 meters Scaled)
 EG2000
 EG2000                          SUPERSEDED SURVEY CONTROL
 EG2000
 EG2000.No superseded survey control is available for this station.
 EG2000
 EG2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD249691(NAD 83)
 EG2000_MARKER: DR = REFERENCE MARK DISK
 EG2000_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG2000_SP_SET: BRIDGE ABUTMENT
 EG2000_STAMPING: BM 72V 79 1987
 EG2000_MARK LOGO: MSHD  
 EG2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2000+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2000
 EG2000  HISTORY     - Date     Condition        Report By
 EG2000  HISTORY     - 1987     MONUMENTED       MSHD
 EG2000  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG2000
 EG2000                          STATION DESCRIPTION
 EG2000
 EG2000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2000'1.13 KM (0.70 MI) WEST ALONG U.S. 72 HIGHWAY FROM THE JUNCTION OF
 EG2000'STATE HIGHWAY 15 AND U.S. 72 TO THE MARK ON THE RIGHT, IN THE NORTH
 EG2000'SIDE OF THE WEST END OF A CONCRETE BRIDGE AND ABUTMENT, 4.45 M
 EG2000'(14.6 FT) NORTH OF THE CENTERLINE OF 72 HIGHWAY, 1.40 M (4.6 FT) SOUTH
 EG2000'OF THE END OF WINGWALL WEST END OF BRIDGE, 0.64 M (2.1 FT) NORTH
 EG2000'NORTHEAST OF A WARNING SIGN, 0.27 M (0.9 FT) EAST OF A CARSONITE
 EG2000'WITNESS POST AND 0.15 M (0.5 FT) ABOVE LEVEL OF HIGHWAY 72.
 EG2000
 EG2000                          STATION RECOVERY (2002)
 EG2000
 EG2000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2001 ***********************************************************************
 EG2001  DESIGNATION -  72 V 80
 EG2001  PID         -  EG2001
 EG2001  STATE/COUNTY-  MS/TIPPAH
 EG2001  USGS QUAD   -  WALNUT (1982)
 EG2001
 EG2001                         *CURRENT SURVEY CONTROL
 EG2001  ___________________________________________________________________
 EG2001* NAD 83(1986)-  34 57 03.     (N)    088 54 15.     (W)     SCALED    
 EG2001* NAVD 88     -       148.480  (meters)     487.14   (feet)  POSTED    
 EG2001  ___________________________________________________________________
 EG2001  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EG2001  DYNAMIC HT  -         148.340 (meters)     486.68  (feet)  COMP
 EG2001  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EG2001
 EG2001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2001
 EG2001.The horizontal coordinates were scaled from a topographic map and have
 EG2001.an estimated accuracy of +/- 6 seconds.
 EG2001
 EG2001.The orthometric height was determined by differential leveling
 EG2001.and adjusted by the  in 1992.
 EG2001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2001.rate of 0.0 thru 1.0 mm/km.
 EG2001
 EG2001.The geoid height was determined by GEOID03.
 EG2001
 EG2001.The dynamic height is computed by dividing the NAVD 88
 EG2001.geopotential number by the normal gravity value computed on the
 EG2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2001.degrees latitude (g = 980.6199 gals.).
 EG2001
 EG2001.The modeled gravity was interpolated from observed gravity values.
 EG2001
 EG2001;                    North         East    Units  Estimated Accuracy
 EG2001;SPC MS E     -   604,420.      293,530.      MT  (+/- 180 meters Scaled)
 EG2001
 EG2001                          SUPERSEDED SURVEY CONTROL
 EG2001
 EG2001.No superseded survey control is available for this station.
 EG2001
 EG2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD261692(NAD 83)
 EG2001_MARKER: DR = REFERENCE MARK DISK
 EG2001_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EG2001+WITH SETTING: PAVEMENT
 EG2001_SP_SET: RADIO MAST BASE
 EG2001_STAMPING: BM 72V 80 1987
 EG2001_MARK LOGO: MSHD  
 EG2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2001+STABILITY: SURFACE MOTION
 EG2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2001+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2001
 EG2001  HISTORY     - Date     Condition        Report By
 EG2001  HISTORY     - 1987     MONUMENTED       MSHD
 EG2001  HISTORY     - 20031105 MARK NOT FOUND   USACE
 EG2001
 EG2001                          STATION DESCRIPTION
 EG2001
 EG2001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2001'0.16 KM (0.10 MI) WEST ON COMMERCE AVENUE FROM THE POST OFFICE AT
 EG2001'WALNUT, TO THE JUNCTION OF HIGHWAY 15, THEN 0.48 KM (0.30 MI) NORTH
 EG2001'ALONG HIGHWAY 15 TO THE JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY
 EG2001'72 AND THE MARK ON THE LEFT, IN THE TOP OF CONCRETE BASE FOR RADIO
 EG2001'MAST AT THE WEIGH STATION, 2.23 M (7.3 FT) SOUTH OF POWER POLE WITH
 EG2001'LIGHT, 1.01 M (3.3 FT) EAST OF RADIO MAST, 5.33 M (17.5 FT) SOUTHEAST
 EG2001'OF THE SOUTHEAST CORNER OF WEIGH STATION BUILDING, AND LEVEL WITH
 EG2001'HIGHWAY 15.
 EG2001
 EG2001                          STATION RECOVERY (2003)
 EG2001
 EG2001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2002 ***********************************************************************
 EG2002  DESIGNATION -  72 V 81
 EG2002  PID         -  EG2002
 EG2002  STATE/COUNTY-  MS/TIPPAH
 EG2002  USGS QUAD   -  WALNUT (1982)
 EG2002
 EG2002                         *CURRENT SURVEY CONTROL
 EG2002  ___________________________________________________________________
 EG2002* NAD 83(1986)-  34 57 03.     (N)    088 53 20.     (W)     SCALED    
 EG2002* NAVD 88     -       137.675  (meters)     451.69   (feet)  POSTED    
 EG2002  ___________________________________________________________________
 EG2002  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EG2002  DYNAMIC HT  -         137.540 (meters)     451.25  (feet)  COMP
 EG2002  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EG2002
 EG2002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2002
 EG2002.The horizontal coordinates were scaled from a topographic map and have
 EG2002.an estimated accuracy of +/- 6 seconds.
 EG2002
 EG2002.The orthometric height was determined by differential leveling
 EG2002.and adjusted by the  in 1992.
 EG2002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2002.rate of 0.0 thru 1.0 mm/km.
 EG2002
 EG2002.The geoid height was determined by GEOID03.
 EG2002
 EG2002.The dynamic height is computed by dividing the NAVD 88
 EG2002.geopotential number by the normal gravity value computed on the
 EG2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2002.degrees latitude (g = 980.6199 gals.).
 EG2002
 EG2002.The modeled gravity was interpolated from observed gravity values.
 EG2002
 EG2002;                    North         East    Units  Estimated Accuracy
 EG2002;SPC MS E     -   604,420.      294,930.      MT  (+/- 180 meters Scaled)
 EG2002
 EG2002                          SUPERSEDED SURVEY CONTROL
 EG2002
 EG2002.No superseded survey control is available for this station.
 EG2002
 EG2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD275692(NAD 83)
 EG2002_MARKER: DR = REFERENCE MARK DISK
 EG2002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG2002_SP_SET: HEADWALL
 EG2002_STAMPING: BM 72V 81 1987
 EG2002_MARK LOGO: MSHD  
 EG2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2002+STABILITY: SURFACE MOTION
 EG2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2002+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2002
 EG2002  HISTORY     - Date     Condition        Report By
 EG2002  HISTORY     - 1987     MONUMENTED       MSHD
 EG2002
 EG2002                          STATION DESCRIPTION
 EG2002
 EG2002'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2002'1.05 KM (0.65 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2002'STATE HIGHWAY 15 IN WALNUT, TO THE MARK ON THE LEFT, SET IN DRILL HOLE
 EG2002'IN TOP OF NORTH HEADWALL OF CONCRETE BOX CULVERT, 6.09 M (20.0 FT)
 EG2002'NORTH OF CENTER OF HIGHWAY 72, 0.30 M (1.0 FT) EAST OF CARSONITE
 EG2002'WITNESS POST AND ABOUT 0.91 M (3.0 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2003 ***********************************************************************
 EG2003  DESIGNATION -  72 V 82
 EG2003  PID         -  EG2003
 EG2003  STATE/COUNTY-  MS/TIPPAH
 EG2003  USGS QUAD   -  WALNUT (1982)
 EG2003
 EG2003                         *CURRENT SURVEY CONTROL
 EG2003  ___________________________________________________________________
 EG2003* NAD 83(1986)-  34 57 06.     (N)    088 52 30.     (W)     SCALED    
 EG2003* NAVD 88     -       125.401  (meters)     411.42   (feet)  POSTED    
 EG2003  ___________________________________________________________________
 EG2003  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EG2003  DYNAMIC HT  -         125.280 (meters)     411.02  (feet)  COMP
 EG2003  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EG2003
 EG2003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2003
 EG2003.The horizontal coordinates were scaled from a topographic map and have
 EG2003.an estimated accuracy of +/- 6 seconds.
 EG2003
 EG2003.The orthometric height was determined by differential leveling
 EG2003.and adjusted by the  in 1992.
 EG2003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2003.rate of 0.0 thru 1.0 mm/km.
 EG2003
 EG2003.The geoid height was determined by GEOID03.
 EG2003
 EG2003.The dynamic height is computed by dividing the NAVD 88
 EG2003.geopotential number by the normal gravity value computed on the
 EG2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2003.degrees latitude (g = 980.6199 gals.).
 EG2003
 EG2003.The modeled gravity was interpolated from observed gravity values.
 EG2003
 EG2003;                    North         East    Units  Estimated Accuracy
 EG2003;SPC MS E     -   604,510.      296,190.      MT  (+/- 180 meters Scaled)
 EG2003
 EG2003                          SUPERSEDED SURVEY CONTROL
 EG2003
 EG2003.No superseded survey control is available for this station.
 EG2003
 EG2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD287692(NAD 83)
 EG2003_MARKER: DR = REFERENCE MARK DISK
 EG2003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG2003_SP_SET: BRIDGE ABUTMENT
 EG2003_STAMPING: BM 72V 82 1987
 EG2003_MARK LOGO: MSHD  
 EG2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2003+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2003
 EG2003  HISTORY     - Date     Condition        Report By
 EG2003  HISTORY     - 1987     MONUMENTED       MSHD
 EG2003
 EG2003                          STATION DESCRIPTION
 EG2003
 EG2003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2003'2.51 KM (1.55 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2003'STATE HIGHWAY 15 IN WALNUT TO MARK ON RIGHT, SET IN DRILL HOLE IN TOP
 EG2003'OF SOUTHEAST ABUTMENT OF CONCRETE BRIDGE, 4.88 M (16.0 FT) SOUTH OF
 EG2003'THE CENTER OF HIGHWAY 72, 0.30 M (1.0 FT) WEST OF CARSONITE WITNESS
 EG2003'POST AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2004 ***********************************************************************
 EG2004  DESIGNATION -  72 V 83
 EG2004  PID         -  EG2004
 EG2004  STATE/COUNTY-  MS/TIPPAH
 EG2004  USGS QUAD   -  CHALYBEATE (1982)
 EG2004
 EG2004                         *CURRENT SURVEY CONTROL
 EG2004  ___________________________________________________________________
 EG2004* NAD 83(1986)-  34 57 13.     (N)    088 51 15.     (W)     SCALED    
 EG2004* NAVD 88     -       127.479  (meters)     418.24   (feet)  POSTED    
 EG2004  ___________________________________________________________________
 EG2004  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EG2004  DYNAMIC HT  -         127.360 (meters)     417.85  (feet)  COMP
 EG2004  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EG2004
 EG2004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2004
 EG2004.The horizontal coordinates were scaled from a topographic map and have
 EG2004.an estimated accuracy of +/- 6 seconds.
 EG2004
 EG2004.The orthometric height was determined by differential leveling
 EG2004.and adjusted by the  in 1992.
 EG2004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2004.rate of 0.0 thru 1.0 mm/km.
 EG2004
 EG2004.The geoid height was determined by GEOID03.
 EG2004
 EG2004.The dynamic height is computed by dividing the NAVD 88
 EG2004.geopotential number by the normal gravity value computed on the
 EG2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2004.degrees latitude (g = 980.6199 gals.).
 EG2004
 EG2004.The modeled gravity was interpolated from observed gravity values.
 EG2004
 EG2004;                    North         East    Units  Estimated Accuracy
 EG2004;SPC MS E     -   604,730.      298,100.      MT  (+/- 180 meters Scaled)
 EG2004
 EG2004                          SUPERSEDED SURVEY CONTROL
 EG2004
 EG2004.No superseded survey control is available for this station.
 EG2004
 EG2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD306694(NAD 83)
 EG2004_MARKER: DR = REFERENCE MARK DISK
 EG2004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG2004_SP_SET: HEADWALL
 EG2004_STAMPING: BM 72V 83 1987
 EG2004_MARK LOGO: MSHD  
 EG2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2004+STABILITY: SURFACE MOTION
 EG2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2004+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2004
 EG2004  HISTORY     - Date     Condition        Report By
 EG2004  HISTORY     - 1987     MONUMENTED       MSHD
 EG2004
 EG2004                          STATION DESCRIPTION
 EG2004
 EG2004'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2004'4.10 KM (2.55 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2004'STATE HIGHWAY 15 IN WALNUT, TO MARK ON THE RIGHT, SET IN DRILL HOLE IN
 EG2004'TOP OF EAST END OF SOUTH HEADWALL OF CONCRETE BOX CULVERT, 5.79 M
 EG2004'(19.0 FT) SOUTH OF THE CENTER OF HIGHWAY 72, 0.30 M (1.0 FT) WEST OF
 EG2004'CARSONITE WITNESS POST AND 0.30 M (1.0 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2005 ***********************************************************************
 EG2005  DESIGNATION -  72 V 84
 EG2005  PID         -  EG2005
 EG2005  STATE/COUNTY-  MS/TIPPAH
 EG2005  USGS QUAD   -  CHALYBEATE (1982)
 EG2005
 EG2005                         *CURRENT SURVEY CONTROL
 EG2005  ___________________________________________________________________
 EG2005* NAD 83(1986)-  34 57 13.     (N)    088 50 47.     (W)     SCALED    
 EG2005* NAVD 88     -       140.378  (meters)     460.56   (feet)  POSTED    
 EG2005  ___________________________________________________________________
 EG2005  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EG2005  DYNAMIC HT  -         140.240 (meters)     460.10  (feet)  COMP
 EG2005  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EG2005
 EG2005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2005
 EG2005.The horizontal coordinates were scaled from a topographic map and have
 EG2005.an estimated accuracy of +/- 6 seconds.
 EG2005
 EG2005.The orthometric height was determined by differential leveling
 EG2005.and adjusted by the  in 1992.
 EG2005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2005.rate of 0.0 thru 1.0 mm/km.
 EG2005
 EG2005.The geoid height was determined by GEOID03.
 EG2005
 EG2005.The dynamic height is computed by dividing the NAVD 88
 EG2005.geopotential number by the normal gravity value computed on the
 EG2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2005.degrees latitude (g = 980.6199 gals.).
 EG2005
 EG2005.The modeled gravity was interpolated from observed gravity values.
 EG2005
 EG2005;                    North         East    Units  Estimated Accuracy
 EG2005;SPC MS E     -   604,730.      298,810.      MT  (+/- 180 meters Scaled)
 EG2005
 EG2005                          SUPERSEDED SURVEY CONTROL
 EG2005
 EG2005.No superseded survey control is available for this station.
 EG2005
 EG2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD314694(NAD 83)
 EG2005_MARKER: DR = REFERENCE MARK DISK
 EG2005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG2005_SP_SET: HEADWALL
 EG2005_STAMPING: BM 72V 84 1987
 EG2005_MARK LOGO: MSHD  
 EG2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2005+STABILITY: SURFACE MOTION
 EG2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2005+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2005
 EG2005  HISTORY     - Date     Condition        Report By
 EG2005  HISTORY     - 1987     MONUMENTED       MSHD
 EG2005
 EG2005                          STATION DESCRIPTION
 EG2005
 EG2005'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2005'5.13 KM (3.20 MI) EAST ALONG U.S. HWY 72 FROM THE JUNCTION OF STATE
 EG2005'HIGHWAY 15 IN WALNUT, TO THE MARK ON THE LEFT, SET IN DRILL HOLE IN
 EG2005'TOP OF WEST END OF NORTH HEADWALL OF CONCRETE BOX CULVERT, 8.84 M
 EG2005'(29.0 FT) NORTH OF CENTER OF HIGHWAY 72, 0.30 M (1.0 FT) EAST OF
 EG2005'CARSONITE WITNESS POST AND 2.13 M (7.0 FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2006 ***********************************************************************
 EG2006  DESIGNATION -  72 V 85
 EG2006  PID         -  EG2006
 EG2006  STATE/COUNTY-  MS/TIPPAH
 EG2006  USGS QUAD   -  CHALYBEATE (1982)
 EG2006
 EG2006                         *CURRENT SURVEY CONTROL
 EG2006  ___________________________________________________________________
 EG2006* NAD 83(1986)-  34 57 00.     (N)    088 49 40.     (W)     SCALED    
 EG2006* NAVD 88     -       136.625  (meters)     448.24   (feet)  POSTED    
 EG2006  ___________________________________________________________________
 EG2006  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EG2006  DYNAMIC HT  -         136.490 (meters)     447.80  (feet)  COMP
 EG2006  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 EG2006
 EG2006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2006
 EG2006.The horizontal coordinates were scaled from a topographic map and have
 EG2006.an estimated accuracy of +/- 6 seconds.
 EG2006
 EG2006.The orthometric height was determined by differential leveling
 EG2006.and adjusted by the  in 1992.
 EG2006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2006.rate of 0.0 thru 1.0 mm/km.
 EG2006
 EG2006.The geoid height was determined by GEOID03.
 EG2006
 EG2006.The dynamic height is computed by dividing the NAVD 88
 EG2006.geopotential number by the normal gravity value computed on the
 EG2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2006.degrees latitude (g = 980.6199 gals.).
 EG2006
 EG2006.The modeled gravity was interpolated from observed gravity values.
 EG2006
 EG2006;                    North         East    Units  Estimated Accuracy
 EG2006;SPC MS E     -   604,330.      300,510.      MT  (+/- 180 meters Scaled)
 EG2006
 EG2006                          SUPERSEDED SURVEY CONTROL
 EG2006
 EG2006.No superseded survey control is available for this station.
 EG2006
 EG2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD331690(NAD 83)
 EG2006_MARKER: DR = REFERENCE MARK DISK
 EG2006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG2006_SP_SET: HEADWALL
 EG2006_STAMPING: BM 72V 85 1987
 EG2006_MARK LOGO: MSHD  
 EG2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2006+STABILITY: SURFACE MOTION
 EG2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2006+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2006
 EG2006  HISTORY     - Date     Condition        Report By
 EG2006  HISTORY     - 1987     MONUMENTED       MSHD
 EG2006
 EG2006                          STATION DESCRIPTION
 EG2006
 EG2006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2006'6.87 KM (4.25 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2006'STATE HIGHWAY 15 IN WALNUT, TO THE MARK ON THE RIGHT, SET IN A DRILL
 EG2006'HOLE IN TOP OF THE EAST END OF SOUTH HEADWALL OF CONCRETE BOX CULVERT,
 EG2006'8.84 M (29.0 FT) SOUTH OF THE CENTER OF HIGHWAY 72, 0.30 M (1.0 FT)
 EG2006'WEST OF A CARSONITE WITNESS POST AND 0.30 M (1.0 FT) BELOW THE LEVEL
 EG2006'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2010 ***********************************************************************
 EG2010  DESIGNATION -  72 V 89
 EG2010  PID         -  EG2010
 EG2010  STATE/COUNTY-  MS/ALCORN
 EG2010  USGS QUAD   -  CHALYBEATE (1982)
 EG2010
 EG2010                         *CURRENT SURVEY CONTROL
 EG2010  ___________________________________________________________________
 EG2010* NAD 83(1986)-  34 55 54.     (N)    088 46 04.     (W)     SCALED    
 EG2010* NAVD 88     -       126.103  (meters)     413.72   (feet)  POSTED    
 EG2010  ___________________________________________________________________
 EG2010  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EG2010  DYNAMIC HT  -         125.980 (meters)     413.32  (feet)  COMP
 EG2010  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EG2010
 EG2010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG2010
 EG2010.The horizontal coordinates were scaled from a topographic map and have
 EG2010.an estimated accuracy of +/- 6 seconds.
 EG2010
 EG2010.The orthometric height was determined by differential leveling
 EG2010.and adjusted by the  in 1992.
 EG2010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG2010.rate of 0.0 thru 1.0 mm/km.
 EG2010
 EG2010.The geoid height was determined by GEOID03.
 EG2010
 EG2010.The dynamic height is computed by dividing the NAVD 88
 EG2010.geopotential number by the normal gravity value computed on the
 EG2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2010.degrees latitude (g = 980.6199 gals.).
 EG2010
 EG2010.The modeled gravity was interpolated from observed gravity values.
 EG2010
 EG2010;                    North         East    Units  Estimated Accuracy
 EG2010;SPC MS E     -   602,300.      305,990.      MT  (+/- 180 meters Scaled)
 EG2010
 EG2010                          SUPERSEDED SURVEY CONTROL
 EG2010
 EG2010.No superseded survey control is available for this station.
 EG2010
 EG2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD385668(NAD 83)
 EG2010_MARKER: DR = REFERENCE MARK DISK
 EG2010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG2010_SP_SET: BRIDGE ABUTMENT
 EG2010_STAMPING: BM 72V 89 1987
 EG2010_MARK LOGO: MSHD  
 EG2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2010+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2010
 EG2010  HISTORY     - Date     Condition        Report By
 EG2010  HISTORY     - 1987     MONUMENTED       MSHD
 EG2010  HISTORY     - 19970501 GOOD             USE
 EG2010
 EG2010                          STATION DESCRIPTION
 EG2010
 EG2010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG2010'13.03 KM (8.10 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2010'STATE HIGHWAY 15 IN WALNUT, TO THE MARK ON THE LEFT, SET IN DRILL HOLE
 EG2010'IN TOP OF THE NORTHWEST ABUTMENT OF CONCRETE BRIDGE, 4.88 M (16.0 FT)
 EG2010'NORTH OF THE CENTER OF HIGHWAY 72, 0.60 M (2.0 FT) EAST OF A CARSONITE
 EG2010'WITNESS POST AND 0.60 M (2.0 FT) BELOW LEVEL OF HIGHWAY.
 EG2010
 EG2010                          STATION RECOVERY (1997)
 EG2010
 EG2010'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 EG2010'NEW DESCRIPTION- 7.9 MI (12.7 KM) EAST ALONG HIGHWAY 72 FROM THE
 EG2010'JUNCTION OF HIGHWAY 15 IN WALNUT, TO A PAVED LOOP ROAD ON RIGHT, TURN
 EG2010'RIGHT ON PAVED LOOP ROAD AND PROCEED EAST SOV 0.15 MI (0.24 KM) TO
 EG2010'MARK ON LEFT, ETC ETC ETC.  LOOP ROAD IS OLD HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1571 ***********************************************************************
 DJ1571  DESIGNATION -  7403
 DJ1571  PID         -  DJ1571
 DJ1571  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1571  USGS QUAD   -  STARKVILLE (1982)
 DJ1571
 DJ1571                         *CURRENT SURVEY CONTROL
 DJ1571  ___________________________________________________________________
 DJ1571* NAD 83(1993)-  33 26 34.34710(N)    088 47 59.26617(W)     ADJUSTED  
 DJ1571* NAVD 88     -       113.28   (+/-2cm)     371.7    (feet)  VERTCON   
 DJ1571  ___________________________________________________________________
 DJ1571  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DJ1571  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1571  HORZ ORDER  -  SECOND
 DJ1571  VERT ORDER  -  THIRD ? (See Below)
 DJ1571
 DJ1571.The horizontal coordinates were established by classical geodetic methods
 DJ1571.and adjusted by the National Geodetic Survey in May 1994.
 DJ1571
 DJ1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1571.The vertical order pertains to the NGVD 29 superseded value.
 DJ1571
 DJ1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1571
 DJ1571.The geoid height was determined by GEOID03.
 DJ1571
 DJ1571;                    North         East     Units Scale Factor Converg.
 DJ1571;SPC MS E     -   437,155.882   303,118.249   MT  0.99995012   +0 01 06.5
 DJ1571;SPC MS E     - 1,434,235.59    994,480.46   sFT  0.99995012   +0 01 06.5
 DJ1571;UTM  16      - 3,701,834.124   332,704.647   MT  0.99994506   -0 59 31.6
 DJ1571
 DJ1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1571!SPC MS E     -   0.99998664  x   0.99995012  =   0.99993676
 DJ1571!UTM  16      -   0.99998664  x   0.99994506  =   0.99993170
 DJ1571
 DJ1571:                Primary Azimuth Mark                     Grid Az
 DJ1571:SPC MS E     -  6906                                     014 53 40.9
 DJ1571:UTM  16      -  6906                                     015 54 19.0
 DJ1571
 DJ1571|---------------------------------------------------------------------|
 DJ1571| PID    Reference Object                     Distance      Geod. Az  |
 DJ1571|                                                           dddmmss.s |
 DJ1571| DJ1551 6906                                APPROX. 0.6 KM 0145447.4 |
 DJ1571| DJ1742 MSU WATER TANK                      APPROX. 1.9 KM 0195930.5 |
 DJ1571| DJ1736 MSU CHAPEL TOWER                    APPROX. 1.7 KM 0304044.6 |
 DJ1571| DJ1740 MSU RICE HALL ROD                   APPROX. 1.1 KM 0480528.4 |
 DJ1571| DJ1748 STARKVILLE CV MAST                  APPROX. 2.6 KM 0734142.9 |
 DJ1571| DJ1570 7402                                APPROX. 0.7 KM 3414911.5 |
 DJ1571|---------------------------------------------------------------------|
 DJ1571
 DJ1571                          SUPERSEDED SURVEY CONTROL
 DJ1571
 DJ1571  NAD 83(1993)-  33 26 34.35740(N)    088 47 59.26503(W) AD(       ) 2
 DJ1571  NAD 83(1986)-  33 26 34.35791(N)    088 47 59.26503(W) AD(       ) 2
 DJ1571  NGVD 29 (01/23/89)  113.24   (m)          371.5    (f) LEVELING    3  
 DJ1571
 DJ1571.Superseded values are not recommended for survey control.
 DJ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1571.See file dsdata.txt to determine how the superseded data were derived.
 DJ1571
 DJ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3270501834(NAD 83)
 DJ1571_MARKER: DD = SURVEY DISK
 DJ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1571+STABILITY: SURFACE MOTION
 DJ1571
 DJ1571  HISTORY     - Date     Condition        Report By
 DJ1571  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1571
 DJ1571                          STATION DESCRIPTION
 DJ1571
 DJ1571'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1571'THE STATION IS A MSHD DISK STAMPED---7403---SET IN AN 8-INCH CONCRETE
 DJ1571'CYLINDER FLUSH WITH THE GROUND AT CREST OF HILL BEHIND VET BUILDING ON
 DJ1571'MSU SOUTH FARM, 12.5 FT NORTH OF PROJECTED SOUTH WALL OF BUILDING, 47
 DJ1571'FT SOUTH OF FENCE, 553 FT EAST OF MSU PROPERTY FENCE POST.  AN
 DJ1571'UNDERGROUND MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1572 ***********************************************************************
 DJ1572  DESIGNATION -  7404
 DJ1572  PID         -  DJ1572
 DJ1572  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1572  USGS QUAD   -  STARKVILLE (1982)
 DJ1572
 DJ1572                         *CURRENT SURVEY CONTROL
 DJ1572  ___________________________________________________________________
 DJ1572* NAD 83(1993)-  33 25 56.63060(N)    088 47 49.95571(W)     ADJUSTED  
 DJ1572* NAVD 88     -       112.74   (+/-2cm)     369.9    (feet)  VERTCON   
 DJ1572  ___________________________________________________________________
 DJ1572  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DJ1572  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1572  HORZ ORDER  -  SECOND
 DJ1572  VERT ORDER  -  THIRD ? (See Below)
 DJ1572
 DJ1572.The horizontal coordinates were established by classical geodetic methods
 DJ1572.and adjusted by the National Geodetic Survey in May 1994.
 DJ1572
 DJ1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1572.The vertical order pertains to the NGVD 29 superseded value.
 DJ1572
 DJ1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1572
 DJ1572.The geoid height was determined by GEOID03.
 DJ1572
 DJ1572;                    North         East     Units Scale Factor Converg.
 DJ1572;SPC MS E     -   435,994.014   303,359.118   MT  0.99995014   +0 01 11.6
 DJ1572;SPC MS E     - 1,430,423.69    995,270.71   sFT  0.99995014   +0 01 11.6
 DJ1572;UTM  16      - 3,700,668.196   332,924.988   MT  0.99994415   -0 59 25.5
 DJ1572
 DJ1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1572!SPC MS E     -   0.99998673  x   0.99995014  =   0.99993687
 DJ1572!UTM  16      -   0.99998673  x   0.99994415  =   0.99993088
 DJ1572
 DJ1572:                Primary Azimuth Mark                     Grid Az
 DJ1572:SPC MS E     -  MSU RICE HALL ROD                        016 49 39.2
 DJ1572:UTM  16      -  MSU RICE HALL ROD                        017 50 16.3
 DJ1572
 DJ1572|---------------------------------------------------------------------|
 DJ1572| PID    Reference Object                     Distance      Geod. Az  |
 DJ1572|                                                           dddmmss.s |
 DJ1572| DJ1740 MSU RICE HALL ROD                   APPROX. 2.0 KM 0165050.8 |
 DJ1572| DJ1748 STARKVILLE CV MAST                  APPROX. 2.9 KM 0495827.2 |
 DJ1572| DJ1571 7403                                APPROX. 1.2 KM 3481827.7 |
 DJ1572|---------------------------------------------------------------------|
 DJ1572
 DJ1572                          SUPERSEDED SURVEY CONTROL
 DJ1572
 DJ1572  NAD 83(1993)-  33 25 56.64088(N)    088 47 49.95463(W) AD(       ) 2
 DJ1572  NAD 83(1986)-  33 25 56.64145(N)    088 47 49.95429(W) AD(       ) 2
 DJ1572  NGVD 29 (01/23/89)  112.70   (m)          369.7    (f) LEVELING    3  
 DJ1572
 DJ1572.Superseded values are not recommended for survey control.
 DJ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1572.See file dsdata.txt to determine how the superseded data were derived.
 DJ1572
 DJ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3292500668(NAD 83)
 DJ1572_MARKER: DD = SURVEY DISK
 DJ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1572+STABILITY: SURFACE MOTION
 DJ1572
 DJ1572  HISTORY     - Date     Condition        Report By
 DJ1572  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1572
 DJ1572                          STATION DESCRIPTION
 DJ1572
 DJ1572'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1572'THE STATION IS A MSHD DISK STAMPED---7404---SET IN AN 8-INCH CONCRETE
 DJ1572'CYLINDER FLUSH WITH GROUND, 1.5 MILES SSW OF MSU CAMPUS, 56.5 FT NE OF
 DJ1572'MSU PROPERTY CORNER FENCE POST, 31.3 AND 11.1 FT SOUTH OF GATE POSTS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1573 ***********************************************************************
 DJ1573  DESIGNATION -  7405
 DJ1573  PID         -  DJ1573
 DJ1573  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1573  USGS QUAD   -  STARKVILLE (1982)
 DJ1573
 DJ1573                         *CURRENT SURVEY CONTROL
 DJ1573  ___________________________________________________________________
 DJ1573* NAD 83(1993)-  33 26 16.40279(N)    088 47 30.70244(W)     ADJUSTED  
 DJ1573* NAVD 88     -       106.32   (+/-2cm)     348.8    (feet)  VERTCON   
 DJ1573  ___________________________________________________________________
 DJ1573  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DJ1573  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1573  HORZ ORDER  -  SECOND
 DJ1573  VERT ORDER  -  THIRD ? (See Below)
 DJ1573
 DJ1573.The horizontal coordinates were established by classical geodetic methods
 DJ1573.and adjusted by the National Geodetic Survey in May 1994.
 DJ1573
 DJ1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1573.The vertical order pertains to the NGVD 29 superseded value.
 DJ1573
 DJ1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1573
 DJ1573.The geoid height was determined by GEOID03.
 DJ1573
 DJ1573;                    North         East     Units Scale Factor Converg.
 DJ1573;SPC MS E     -   436,603.330   303,856.199   MT  0.99995018   +0 01 22.3
 DJ1573;SPC MS E     - 1,432,422.76    996,901.55   sFT  0.99995018   +0 01 22.3
 DJ1573;UTM  16      - 3,701,268.647   333,432.732   MT  0.99994207   -0 59 15.4
 DJ1573
 DJ1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1573!SPC MS E     -   0.99998774  x   0.99995018  =   0.99993792
 DJ1573!UTM  16      -   0.99998774  x   0.99994207  =   0.99992981
 DJ1573
 DJ1573:                Primary Azimuth Mark                     Grid Az
 DJ1573:SPC MS E     -  MSU RICE HALL ROD                        003 21 15.3
 DJ1573:UTM  16      -  MSU RICE HALL ROD                        004 21 53.0
 DJ1573
 DJ1573|---------------------------------------------------------------------|
 DJ1573| PID    Reference Object                     Distance      Geod. Az  |
 DJ1573|                                                           dddmmss.s |
 DJ1573| DJ1740 MSU RICE HALL ROD                   APPROX. 1.3 KM 0032237.6 |
 DJ1573| DJ1583 7602                                449.246 METERS 1283306.2 |
 DJ1573|---------------------------------------------------------------------|
 DJ1573
 DJ1573                          SUPERSEDED SURVEY CONTROL
 DJ1573
 DJ1573  NAD 83(1993)-  33 26 16.41306(N)    088 47 30.70132(W) AD(       ) 2
 DJ1573  NAD 83(1986)-  33 26 16.41373(N)    088 47 30.70116(W) AD(       ) 2
 DJ1573  NGVD 29 (01/23/89)  106.28   (m)          348.7    (f) LEVELING    3  
 DJ1573
 DJ1573.Superseded values are not recommended for survey control.
 DJ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1573.See file dsdata.txt to determine how the superseded data were derived.
 DJ1573
 DJ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3343301269(NAD 83)
 DJ1573_MARKER: DD = SURVEY DISK
 DJ1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1573+STABILITY: SURFACE MOTION
 DJ1573
 DJ1573  HISTORY     - Date     Condition        Report By
 DJ1573  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1573
 DJ1573                          STATION DESCRIPTION
 DJ1573
 DJ1573'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1573'THE STATION IS A MSHD DISK STAMPED---7405---SET IN AN 8-INCH CONCRETE
 DJ1573'CYLINDER FLUSH WITH GROUND, 1.1 MILES SOUTH OF MSU CAMPUS, 100 METERS
 DJ1573'SOUTH OF SHEEP BARN, 4 FT WEST OF PROJECTED FENCE, 2.5 FT NORTH OF
 DJ1573'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1574 ***********************************************************************
 DJ1574  DESIGNATION -  7406
 DJ1574  PID         -  DJ1574
 DJ1574  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1574  USGS QUAD   -  STARKVILLE (1982)
 DJ1574
 DJ1574                         *CURRENT SURVEY CONTROL
 DJ1574  ___________________________________________________________________
 DJ1574* NAD 83(1993)-  33 26 23.21911(N)    088 47 06.88202(W)     ADJUSTED  
 DJ1574* NAVD 88     -       114.94   (+/-2cm)     377.1    (feet)  VERTCON   
 DJ1574  ___________________________________________________________________
 DJ1574  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1574  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1574  HORZ ORDER  -  SECOND
 DJ1574  VERT ORDER  -  THIRD ? (See Below)
 DJ1574
 DJ1574.The horizontal coordinates were established by classical geodetic methods
 DJ1574.and adjusted by the National Geodetic Survey in May 1994.
 DJ1574
 DJ1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1574.The vertical order pertains to the NGVD 29 superseded value.
 DJ1574
 DJ1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1574
 DJ1574.The geoid height was determined by GEOID03.
 DJ1574
 DJ1574;                    North         East     Units Scale Factor Converg.
 DJ1574;SPC MS E     -   436,813.588   304,471.358   MT  0.99995025   +0 01 35.4
 DJ1574;SPC MS E     - 1,433,112.58    998,919.78   sFT  0.99995025   +0 01 35.4
 DJ1574;UTM  16      - 3,701,468.022   334,051.498   MT  0.99993953   -0 59 02.4
 DJ1574
 DJ1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1574!SPC MS E     -   0.99998638  x   0.99995025  =   0.99993663
 DJ1574!UTM  16      -   0.99998638  x   0.99993953  =   0.99992591
 DJ1574
 DJ1574:                Primary Azimuth Mark                     Grid Az
 DJ1574:SPC MS E     -  STARKVILLE CV MAST                       046 43 14.0
 DJ1574:UTM  16      -  STARKVILLE CV MAST                       047 43 51.8
 DJ1574
 DJ1574|---------------------------------------------------------------------|
 DJ1574| PID    Reference Object                     Distance      Geod. Az  |
 DJ1574|                                                           dddmmss.s |
 DJ1574| DJ1748 STARKVILLE CV MAST                  APPROX. 1.6 KM 0464449.4 |
 DJ1574| DJ1583 7602                                APPROX. 0.6 KM 2081847.0 |
 DJ1574| DJ1740 MSU RICE HALL ROD                   APPROX. 1.2 KM 3331815.2 |
 DJ1574| DJ1739 MSU PRES HOME                       APPROX. 1.0 KM 3593015.4 |
 DJ1574|---------------------------------------------------------------------|
 DJ1574
 DJ1574                          SUPERSEDED SURVEY CONTROL
 DJ1574
 DJ1574  NAD 83(1993)-  33 26 23.22934(N)    088 47 06.88089(W) AD(       ) 2
 DJ1574  NAD 83(1986)-  33 26 23.23014(N)    088 47 06.88079(W) AD(       ) 2
 DJ1574  NGVD 29 (01/23/89)  114.90   (m)          377.0    (f) LEVELING    3  
 DJ1574
 DJ1574.Superseded values are not recommended for survey control.
 DJ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1574.See file dsdata.txt to determine how the superseded data were derived.
 DJ1574
 DJ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3405101468(NAD 83)
 DJ1574_MARKER: DD = SURVEY DISK
 DJ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1574+STABILITY: SURFACE MOTION
 DJ1574
 DJ1574  HISTORY     - Date     Condition        Report By
 DJ1574  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1574
 DJ1574                          STATION DESCRIPTION
 DJ1574
 DJ1574'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1574'THE STATION IS A MSHD DISK STAMPED---7406---SET IN AN 8-INCH CONCRETE
 DJ1574'CYLINDER FLUSH WITH GROUND, 1.0 MILE SSE OF MSU CAMPUS, 0.4 MILE EAST
 DJ1574'OF SHEEP BARN, 3 FT SOUTH OF MSU PROPERTY FENCE, 157.5 FT WEST OF MSU
 DJ1574'PROPERTY FENCE CORNER, 26 FT WSW OF 24-INCH HACKBERRY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1575 ***********************************************************************
 DJ1575  DESIGNATION -  7410
 DJ1575  PID         -  DJ1575
 DJ1575  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1575  USGS QUAD   -  STARKVILLE (1982)
 DJ1575
 DJ1575                         *CURRENT SURVEY CONTROL
 DJ1575  ___________________________________________________________________
 DJ1575* NAD 83(1993)-  33 26 38.44099(N)    088 46 49.22813(W)     ADJUSTED  
 DJ1575* NAVD 88     -       116.72   (+/-2cm)     382.9    (feet)  VERTCON   
 DJ1575  ___________________________________________________________________
 DJ1575  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1575  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1575  HORZ ORDER  -  SECOND
 DJ1575  VERT ORDER  -  THIRD ? (See Below)
 DJ1575
 DJ1575.The horizontal coordinates were established by classical geodetic methods
 DJ1575.and adjusted by the National Geodetic Survey in May 1994.
 DJ1575
 DJ1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1575.The vertical order pertains to the NGVD 29 superseded value.
 DJ1575
 DJ1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1575
 DJ1575.The geoid height was determined by GEOID03.
 DJ1575
 DJ1575;                    North         East     Units Scale Factor Converg.
 DJ1575;SPC MS E     -   437,282.757   304,927.090   MT  0.99995030   +0 01 45.1
 DJ1575;SPC MS E     - 1,434,651.85  1,000,414.96   sFT  0.99995030   +0 01 45.1
 DJ1575;UTM  16      - 3,701,929.075   334,515.428   MT  0.99993763   -0 58 53.1
 DJ1575
 DJ1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1575!SPC MS E     -   0.99998610  x   0.99995030  =   0.99993640
 DJ1575!UTM  16      -   0.99998610  x   0.99993763  =   0.99992374
 DJ1575
 DJ1575:                Primary Azimuth Mark                     Grid Az
 DJ1575:SPC MS E     -  STARKVILLE CV MAST                       048 33 13.9
 DJ1575:UTM  16      -  STARKVILLE CV MAST                       049 33 52.1
 DJ1575
 DJ1575|---------------------------------------------------------------------|
 DJ1575| PID    Reference Object                     Distance      Geod. Az  |
 DJ1575|                                                           dddmmss.s |
 DJ1575| DJ1748 STARKVILLE CV MAST                  APPROX. 0.9 KM 0483459.0 |
 DJ1575| DJ1574 7406                                APPROX. 0.7 KM 2241148.8 |
 DJ1575| DJ1740 MSU RICE HALL ROD                   APPROX. 1.2 KM 3011444.0 |
 DJ1575| DJ1741 MSU STEAM STACK                     APPROX. 1.2 KM 3325217.2 |
 DJ1575| DJ1576 7411                                369.656 METERS 35750     |
 DJ1575|---------------------------------------------------------------------|
 DJ1575
 DJ1575                          SUPERSEDED SURVEY CONTROL
 DJ1575
 DJ1575  NAD 83(1993)-  33 26 38.45120(N)    088 46 49.22699(W) AD(       ) 2
 DJ1575  NAD 83(1986)-  33 26 38.45205(N)    088 46 49.22700(W) AD(       ) 2
 DJ1575  NGVD 29 (01/23/89)  116.68   (m)          382.8    (f) LEVELING    3  
 DJ1575
 DJ1575.Superseded values are not recommended for survey control.
 DJ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1575.See file dsdata.txt to determine how the superseded data were derived.
 DJ1575
 DJ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3451501929(NAD 83)
 DJ1575_MARKER: DD = SURVEY DISK
 DJ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1575+STABILITY: SURFACE MOTION
 DJ1575
 DJ1575  HISTORY     - Date     Condition        Report By
 DJ1575  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1575
 DJ1575                          STATION DESCRIPTION
 DJ1575
 DJ1575'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1575'THE STATION IS A MSHD DISK STAMPED---7410---SET IN AN 8-INCH CONCRETE
 DJ1575'CYLINDER FLUSH WITH GROUND, 0.9 MILE SE OF MSU CAMPUS, 0.2 MILE SOUTH
 DJ1575'OF BLACKJACK ROAD, 47.2 M NORTH OF MSU P/L FENCE, 77.4 M WEST OF
 DJ1575'CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1577 ***********************************************************************
 DJ1577  DESIGNATION -  7412
 DJ1577  PID         -  DJ1577
 DJ1577  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1577  USGS QUAD   -  STARKVILLE (1982)
 DJ1577
 DJ1577                         *CURRENT SURVEY CONTROL
 DJ1577  ___________________________________________________________________
 DJ1577* NAD 83(1993)-  33 25 19.66220(N)    088 47 50.57151(W)     ADJUSTED  
 DJ1577* NAVD 88     -       105.79   (+/-2cm)     347.1    (feet)  VERTCON   
 DJ1577  ___________________________________________________________________
 DJ1577  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DJ1577  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1577  HORZ ORDER  -  SECOND
 DJ1577  VERT ORDER  -  THIRD ? (See Below)
 DJ1577
 DJ1577.The horizontal coordinates were established by classical geodetic methods
 DJ1577.and adjusted by the National Geodetic Survey in May 1994.
 DJ1577
 DJ1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1577.The vertical order pertains to the NGVD 29 superseded value.
 DJ1577
 DJ1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1577
 DJ1577.The geoid height was determined by GEOID03.
 DJ1577
 DJ1577;                    North         East     Units Scale Factor Converg.
 DJ1577;SPC MS E     -   434,855.110   303,343.606   MT  0.99995014   +0 01 11.3
 DJ1577;SPC MS E     - 1,426,687.14    995,219.81   sFT  0.99995014   +0 01 11.3
 DJ1577;UTM  16      - 3,699,529.748   332,889.399   MT  0.99994430   -0 59 24.8
 DJ1577
 DJ1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1577!SPC MS E     -   0.99998782  x   0.99995014  =   0.99993796
 DJ1577!UTM  16      -   0.99998782  x   0.99994430  =   0.99993212
 DJ1577
 DJ1577:                Primary Azimuth Mark                     Grid Az
 DJ1577:SPC MS E     -  7404                                     000 46 49.3
 DJ1577:UTM  16      -  7404                                     001 47 25.4
 DJ1577
 DJ1577|---------------------------------------------------------------------|
 DJ1577| PID    Reference Object                     Distance      Geod. Az  |
 DJ1577|                                                           dddmmss.s |
 DJ1577| DJ1572 7404                                APPROX. 1.1 KM 0004800.6 |
 DJ1577| DJ1742 MSU WATER TANK                      APPROX. 4.1 KM 0060046.0 |
 DJ1577|---------------------------------------------------------------------|
 DJ1577
 DJ1577                          SUPERSEDED SURVEY CONTROL
 DJ1577
 DJ1577  NAD 83(1993)-  33 25 19.67246(N)    088 47 50.57046(W) AD(       ) 2
 DJ1577  NAD 83(1986)-  33 25 19.67306(N)    088 47 50.56980(W) AD(       ) 2
 DJ1577  NGVD 29 (01/23/89)  105.75   (m)          346.9    (f) LEVELING    3  
 DJ1577
 DJ1577.Superseded values are not recommended for survey control.
 DJ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1577.See file dsdata.txt to determine how the superseded data were derived.
 DJ1577
 DJ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3288999530(NAD 83)
 DJ1577_MARKER: DD = SURVEY DISK
 DJ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1577+STABILITY: SURFACE MOTION
 DJ1577
 DJ1577  HISTORY     - Date     Condition        Report By
 DJ1577  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1577
 DJ1577                          STATION DESCRIPTION
 DJ1577
 DJ1577'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1577'THE STATION IS A MSHD DISK STAMPED---7412---SET IN AN 8-INCH CONCRETE
 DJ1577'CYLINDER FLUSH WITH GROUND, 2.2 MILES S OF MSU CAMPUS, ON CREST OF
 DJ1577'WEST BOUNDARY ROAD OF SOUTH FARM, 54 FT W OF POWER POLE, 3.5 FT EAST
 DJ1577'OF P/L FENCE, 6.0 FT SE OF BRACED FENCE POST, OPPOSITE OF PHYSICS
 DJ1577'OBSERVATORY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1578 ***********************************************************************
 DJ1578  DESIGNATION -  7414
 DJ1578  PID         -  DJ1578
 DJ1578  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1578  USGS QUAD   -  STARKVILLE (1982)
 DJ1578
 DJ1578                         *CURRENT SURVEY CONTROL
 DJ1578  ___________________________________________________________________
 DJ1578* NAD 83(1993)-  33 27 09.47032(N)    088 48 17.80804(W)     ADJUSTED  
 DJ1578* NAVD 88     -       118.89   (+/-2cm)     390.1    (feet)  VERTCON   
 DJ1578  ___________________________________________________________________
 DJ1578  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DJ1578  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1578  HORZ ORDER  -  SECOND
 DJ1578  VERT ORDER  -  THIRD ? (See Below)
 DJ1578
 DJ1578.The horizontal coordinates were established by classical geodetic methods
 DJ1578.and adjusted by the National Geodetic Survey in May 1994.
 DJ1578
 DJ1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1578.The vertical order pertains to the NGVD 29 superseded value.
 DJ1578
 DJ1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1578
 DJ1578.The geoid height was determined by GEOID03.
 DJ1578
 DJ1578;                    North         East     Units Scale Factor Converg.
 DJ1578;SPC MS E     -   438,237.797   302,639.064   MT  0.99995009   +0 00 56.3
 DJ1578;SPC MS E     - 1,437,785.17    992,908.33   sFT  0.99995009   +0 00 56.3
 DJ1578;UTM  16      - 3,702,924.319   332,244.623   MT  0.99994696   -0 59 42.7
 DJ1578
 DJ1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1578!SPC MS E     -   0.99998576  x   0.99995009  =   0.99993585
 DJ1578!UTM  16      -   0.99998576  x   0.99994696  =   0.99993272
 DJ1578
 DJ1578:                Primary Azimuth Mark                     Grid Az
 DJ1578:SPC MS E     -  STATE AZ MK RESET                        044 34 14.3
 DJ1578:UTM  16      -  STATE AZ MK RESET                        045 34 53.3
 DJ1578
 DJ1578|---------------------------------------------------------------------|
 DJ1578| PID    Reference Object                     Distance      Geod. Az  |
 DJ1578|                                                           dddmmss.s |
 DJ1578| DJ2088 STATE AZ MK RESET                   436.608 METERS 0443510.6 |
 DJ1578| DJ1742 MSU WATER TANK                      APPROX. 1.3 KM 0572852.0 |
 DJ1578| DJ1736 MSU CHAPEL TOWER                    APPROX. 1.4 KM 0732850.8 |
 DJ1578| DJ1738 MSU IED BLDG S TOWER                APPROX. 1.7 KM 0905442.7 |
 DJ1578| DJ1748 STARKVILLE CV MAST                  APPROX. 3.0 KM 0964642.0 |
 DJ1578| DJ1740 MSU RICE HALL ROD                   APPROX. 1.3 KM 1051408.4 |
 DJ1578| DJ1570 7402                                458.282 METERS 1465859.8 |
 DJ1578|---------------------------------------------------------------------|
 DJ1578
 DJ1578                          SUPERSEDED SURVEY CONTROL
 DJ1578
 DJ1578  NAD 83(1993)-  33 27 09.48065(N)    088 48 17.80685(W) AD(       ) 2
 DJ1578  NAD 83(1986)-  33 27 09.48119(N)    088 48 17.80708(W) AD(       ) 2
 DJ1578  NGVD 29 (01/23/89)  118.85   (m)          389.9    (f) LEVELING    3  
 DJ1578
 DJ1578.Superseded values are not recommended for survey control.
 DJ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1578.See file dsdata.txt to determine how the superseded data were derived.
 DJ1578
 DJ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3224502924(NAD 83)
 DJ1578_MARKER: DD = SURVEY DISK
 DJ1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1578+STABILITY: SURFACE MOTION
 DJ1578
 DJ1578  HISTORY     - Date     Condition        Report By
 DJ1578  HISTORY     - 1974     MONUMENTED       MSSU
 DJ1578  HISTORY     - 20040923 MARK NOT FOUND   INDIV
 DJ1578  HISTORY     - 20060823 MARK NOT FOUND   MSSU
 DJ1578
 DJ1578                          STATION DESCRIPTION
 DJ1578
 DJ1578'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1974 (RB)
 DJ1578'THE STATION IS A MSHD DISK STAMPED---7414---SET IN AN 8-INCH CONCRETE
 DJ1578'CYLINDER FLUSH WITH GROUND, 0.9 MILE WEST OF MSU CAMPUS, 0.15 MILE SSE
 DJ1578'OF JUNCTION OF SPRING ST AND MS HWY 12, 21.7 FT NE OF NE WALL OF
 DJ1578'POULTRY SCIENCE BUILDING, 10.6 FT NORTH OF DRAIN.
 DJ1578
 DJ1578                          STATION RECOVERY (2004)
 DJ1578
 DJ1578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SS)
 DJ1578'BENCHMARK DJ1578 MARKED 7414 WAS NOT FOUND BECAUSE IT IS NOW UNDER THE
 DJ1578'NEW ADDITION TO THE POULTRY SCIENCE RESEARCH BUILDING.
 DJ1578
 DJ1578                          STATION RECOVERY (2006)
 DJ1578
 DJ1578'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (DW)
 DJ1578'THE MARK IS NOW UNDER THE NEW PART OF A BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1238 ***********************************************************************
 DK1238  DESIGNATION -  76/1
 DK1238  PID         -  DK1238
 DK1238  STATE/COUNTY-  MS/WASHINGTON
 DK1238  USGS QUAD   -  WAYSIDE (1970)
 DK1238
 DK1238                         *CURRENT SURVEY CONTROL
 DK1238  ___________________________________________________________________
 DK1238* NAD 83(1986)-  33 20 58.     (N)    091 07 25.     (W)     SCALED    
 DK1238* NAVD 88     -        39.09   (+/-2cm)     128.2    (feet)  VERTCON   
 DK1238  ___________________________________________________________________
 DK1238  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1238  VERT ORDER  -  ? (See Below)
 DK1238
 DK1238.The horizontal coordinates were scaled from a topographic map and have
 DK1238.an estimated accuracy of +/- 6 seconds.
 DK1238
 DK1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1238.The vertical order pertains to the NGVD 29 superseded value.
 DK1238
 DK1238.The geoid height was determined by GEOID03.
 DK1238
 DK1238;                    North         East    Units  Estimated Accuracy
 DK1238;SPC MS W     -   427,070.      626,440.      MT  (+/- 180 meters Scaled)
 DK1238
 DK1238                          SUPERSEDED SURVEY CONTROL
 DK1238
 DK1238  NGVD 29 (??/??/??)   39.159  (m)          128.47   (f) ADJUSTED    ?  
 DK1238
 DK1238.Superseded values are not recommended for survey control.
 DK1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1238.See file dsdata.txt to determine how the superseded data were derived.
 DK1238
 DK1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS746916(NAD 83)
 DK1238_MARKER: Z = SEE DESCRIPTION
 DK1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1238_SP_SET: STONE POST
 DK1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1238+STABILITY: SURFACE MOTION
 DK1238
 DK1238  HISTORY     - Date     Condition        Report By
 DK1238  HISTORY     - UNK      MONUMENTED       DOD
 DK1238  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1238
 DK1238                          STATION DESCRIPTION
 DK1238
 DK1238'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1238'4.8 MI NE FROM REFUGE.
 DK1238'4.8 MILES NORTHEAST ALONG THE LEVEE FROM THE POST OFFICE AT REFUGE,
 DK1238'6.0 MILES SOUTH OF GREENVILLE, 1/2 MILE BELOW WARFIELD TOWHEAD, AT
 DK1238'WARFIELD POINT, 2,300 FEET BACK OF THE MAIN LEVEE FROM A ROAD CROSSING
 DK1238'AND AN ANGLE BACK OF A FIELD, ON THE HIGHLAND PLANTATION, 750 FEET
 DK1238'BELOW A ROAD CROSSING OVER A SLOUGH, AND AT THE FRONT SIDE OF THE
 DK1238'SLOUGH.  THE TOP OF A STONE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1582 ***********************************************************************
 DJ1582  DESIGNATION -  7601
 DJ1582  PID         -  DJ1582
 DJ1582  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1582  USGS QUAD   -  STARKVILLE (1982)
 DJ1582
 DJ1582                         *CURRENT SURVEY CONTROL
 DJ1582  ___________________________________________________________________
 DJ1582* NAD 83(1993)-  33 25 42.71072(N)    088 47 08.37332(W)     ADJUSTED  
 DJ1582* NAVD 88     -       112.20   (+/-2cm)     368.1    (feet)  VERTCON   
 DJ1582  ___________________________________________________________________
 DJ1582  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DJ1582  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1582  HORZ ORDER  -  SECOND
 DJ1582  VERT ORDER  -  THIRD ? (See Below)
 DJ1582
 DJ1582.The horizontal coordinates were established by classical geodetic methods
 DJ1582.and adjusted by the National Geodetic Survey in May 1994.
 DJ1582
 DJ1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1582.The vertical order pertains to the NGVD 29 superseded value.
 DJ1582
 DJ1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1582
 DJ1582.The geoid height was determined by GEOID03.
 DJ1582
 DJ1582;                    North         East     Units Scale Factor Converg.
 DJ1582;SPC MS E     -   435,565.612   304,433.412   MT  0.99995024   +0 01 34.5
 DJ1582;SPC MS E     - 1,429,018.18    998,795.29   sFT  0.99995024   +0 01 34.5
 DJ1582;UTM  16      - 3,700,220.922   333,991.553   MT  0.99993977   -0 59 02.2
 DJ1582
 DJ1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1582!SPC MS E     -   0.99998682  x   0.99995024  =   0.99993706
 DJ1582!UTM  16      -   0.99998682  x   0.99993977  =   0.99992659
 DJ1582
 DJ1582:                Primary Azimuth Mark                     Grid Az
 DJ1582:SPC MS E     -  STARKVILLE CV MAST                       026 53 11.8
 DJ1582:UTM  16      -  STARKVILLE CV MAST                       027 53 48.5
 DJ1582
 DJ1582|---------------------------------------------------------------------|
 DJ1582| PID    Reference Object                     Distance      Geod. Az  |
 DJ1582|                                                           dddmmss.s |
 DJ1582| DJ1748 STARKVILLE CV MAST                  APPROX. 2.6 KM 0265446.3 |
 DJ1582| DJ1584 7603                                APPROX. 1.0 KM 1921341.6 |
 DJ1582|---------------------------------------------------------------------|
 DJ1582
 DJ1582                          SUPERSEDED SURVEY CONTROL
 DJ1582
 DJ1582  NAD 83(1993)-  33 25 42.72095(N)    088 47 08.37224(W) AD(       ) 2
 DJ1582  NAD 83(1986)-  33 25 42.72178(N)    088 47 08.37178(W) AD(       ) 2
 DJ1582  NGVD 29 (01/23/89)  112.16   (m)          368.0    (f) LEVELING    3  
 DJ1582
 DJ1582.Superseded values are not recommended for survey control.
 DJ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1582.See file dsdata.txt to determine how the superseded data were derived.
 DJ1582
 DJ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3399200221(NAD 83)
 DJ1582_MARKER: DD = SURVEY DISK
 DJ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1582+STABILITY: SURFACE MOTION
 DJ1582
 DJ1582  HISTORY     - Date     Condition        Report By
 DJ1582  HISTORY     - 1976     MONUMENTED       MSSU
 DJ1582
 DJ1582                          STATION DESCRIPTION
 DJ1582
 DJ1582'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1976 (RB)
 DJ1582'THE STATION IS A MSHD DISK STAMPED---7601---SET IN AN 8-INCH CONCRETE
 DJ1582'CYLINDER 1-FT BELOW GROUND, 1.8 MILES S OF MSU CAMPUS, 100 M WEST OF
 DJ1582'MSU P/L FENCE, 199.9 FT N OF BRACED FENCE POST, 71.9 FT WEST OF 30-
 DJ1582'INCH HACKBERRY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1583 ***********************************************************************
 DJ1583  DESIGNATION -  7602
 DJ1583  PID         -  DJ1583
 DJ1583  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1583  USGS QUAD   -  STARKVILLE (1982)
 DJ1583
 DJ1583                         *CURRENT SURVEY CONTROL
 DJ1583  ___________________________________________________________________
 DJ1583* NAD 83(1993)-  33 26 07.31499(N)    088 47 17.10131(W)     ADJUSTED  
 DJ1583* NAVD 88     -       113.19   (+/-2cm)     371.4    (feet)  VERTCON   
 DJ1583  ___________________________________________________________________
 DJ1583  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1583  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1583  HORZ ORDER  -  SECOND
 DJ1583  VERT ORDER  -  THIRD ? (See Below)
 DJ1583
 DJ1583.The horizontal coordinates were established by classical geodetic methods
 DJ1583.and adjusted by the National Geodetic Survey in May 1994.
 DJ1583
 DJ1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1583.The vertical order pertains to the NGVD 29 superseded value.
 DJ1583
 DJ1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1583
 DJ1583.The geoid height was determined by GEOID03.
 DJ1583
 DJ1583;                    North         East     Units Scale Factor Converg.
 DJ1583;SPC MS E     -   436,323.505   304,207.623   MT  0.99995022   +0 01 29.8
 DJ1583;SPC MS E     - 1,431,504.70    998,054.51   sFT  0.99995022   +0 01 29.8
 DJ1583;UTM  16      - 3,700,982.671   333,779.165   MT  0.99994064   -0 59 07.6
 DJ1583
 DJ1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1583!SPC MS E     -   0.99998666  x   0.99995022  =   0.99993688
 DJ1583!UTM  16      -   0.99998666  x   0.99994064  =   0.99992730
 DJ1583
 DJ1583:                Primary Azimuth Mark                     Grid Az
 DJ1583:SPC MS E     -  7406                                     028 17 11.6
 DJ1583:UTM  16      -  7406                                     029 17 49.0
 DJ1583
 DJ1583|---------------------------------------------------------------------|
 DJ1583| PID    Reference Object                     Distance      Geod. Az  |
 DJ1583|                                                           dddmmss.s |
 DJ1583| DJ1574 7406                                APPROX. 0.6 KM 0281841.4 |
 DJ1583| DJ1572 7404                                APPROX. 0.9 KM 2484810.1 |
 DJ1583| DJ1573 7405                                449.246 METERS 3083313.7 |
 DJ1583| DJ1740 MSU RICE HALL ROD                   APPROX. 1.6 KM 3500000.3 |
 DJ1583|---------------------------------------------------------------------|
 DJ1583
 DJ1583                          SUPERSEDED SURVEY CONTROL
 DJ1583
 DJ1583  NAD 83(1993)-  33 26 07.32524(N)    088 47 17.10020(W) AD(       ) 2
 DJ1583  NAD 83(1986)-  33 26 07.32600(N)    088 47 17.09996(W) AD(       ) 2
 DJ1583  NGVD 29 (01/23/89)  113.15   (m)          371.2    (f) LEVELING    3  
 DJ1583
 DJ1583.Superseded values are not recommended for survey control.
 DJ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1583.See file dsdata.txt to determine how the superseded data were derived.
 DJ1583
 DJ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3377900983(NAD 83)
 DJ1583_MARKER: DD = SURVEY DISK
 DJ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1583+STABILITY: SURFACE MOTION
 DJ1583
 DJ1583  HISTORY     - Date     Condition        Report By
 DJ1583  HISTORY     - 1976     MONUMENTED       MSSU
 DJ1583
 DJ1583                          STATION DESCRIPTION
 DJ1583
 DJ1583'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1976 (RB)
 DJ1583'THE STATION IS A MSHD DISK STAMPED---7602---SET IN AN 8-INCH CONCRETE
 DJ1583'CYLINDER 9-INCHES BELOW GROUND, 2700 FT SW OF OKTOC ROAD, AT CREST OF
 DJ1583'HILL ON EAST BOUNDARY ROAD OF SOUTH FARM, 3 FT WEST OF FENCE, APPROX.
 DJ1583'30 FT SOUTH OF T-F-W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1584 ***********************************************************************
 DJ1584  DESIGNATION -  7603
 DJ1584  PID         -  DJ1584
 DJ1584  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1584  USGS QUAD   -  STARKVILLE (1982)
 DJ1584
 DJ1584                         *CURRENT SURVEY CONTROL
 DJ1584  ___________________________________________________________________
 DJ1584* NAD 83(1993)-  33 25 10.94069(N)    088 47 16.58400(W)     ADJUSTED  
 DJ1584* NAVD 88     -       102.76   (+/-2cm)     337.1    (feet)  VERTCON   
 DJ1584  ___________________________________________________________________
 DJ1584  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DJ1584  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1584  HORZ ORDER  -  SECOND
 DJ1584  VERT ORDER  -  THIRD ? (See Below)
 DJ1584
 DJ1584.The horizontal coordinates were established by classical geodetic methods
 DJ1584.and adjusted by the National Geodetic Survey in May 1994.
 DJ1584
 DJ1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1584.The vertical order pertains to the NGVD 29 superseded value.
 DJ1584
 DJ1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1584
 DJ1584.The geoid height was determined by GEOID03.
 DJ1584
 DJ1584;                    North         East     Units Scale Factor Converg.
 DJ1584;SPC MS E     -   434,586.766   304,221.743   MT  0.99995022   +0 01 30.0
 DJ1584;SPC MS E     - 1,425,806.75    998,100.84   sFT  0.99995022   +0 01 30.0
 DJ1584;UTM  16      - 3,699,245.970   333,762.664   MT  0.99994071   -0 59 05.9
 DJ1584
 DJ1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1584!SPC MS E     -   0.99998830  x   0.99995022  =   0.99993852
 DJ1584!UTM  16      -   0.99998830  x   0.99994071  =   0.99992901
 DJ1584
 DJ1584:                Primary Azimuth Mark                     Grid Az
 DJ1584:SPC MS E     -  7709                                     164 52 28.9
 DJ1584:UTM  16      -  7709                                     165 53 04.8
 DJ1584
 DJ1584|---------------------------------------------------------------------|
 DJ1584| PID    Reference Object                     Distance      Geod. Az  |
 DJ1584|                                                           dddmmss.s |
 DJ1584| DJ1596 7709                                APPROX. 1.1 KM 1645358.9 |
 DJ1584| DJ1742 MSU WATER TANK                      APPROX. 4.4 KM 3541132.8 |
 DJ1584|---------------------------------------------------------------------|
 DJ1584
 DJ1584                          SUPERSEDED SURVEY CONTROL
 DJ1584
 DJ1584  NAD 83(1993)-  33 25 10.95092(N)    088 47 16.58296(W) AD(       ) 2
 DJ1584  NAD 83(1986)-  33 25 10.95164(N)    088 47 16.58222(W) AD(       ) 2
 DJ1584  NGVD 29 (01/23/89)  102.72   (m)          337.0    (f) LEVELING    3  
 DJ1584
 DJ1584.Superseded values are not recommended for survey control.
 DJ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1584.See file dsdata.txt to determine how the superseded data were derived.
 DJ1584
 DJ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3376399246(NAD 83)
 DJ1584_MARKER: DD = SURVEY DISK
 DJ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1584+STABILITY: SURFACE MOTION
 DJ1584
 DJ1584  HISTORY     - Date     Condition        Report By
 DJ1584  HISTORY     - 1976     MONUMENTED       MSSU
 DJ1584
 DJ1584                          STATION DESCRIPTION
 DJ1584
 DJ1584'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1976 (RB)
 DJ1584'THE STATION IS A MSHD DISK STAMPED---7603---SET IN AN 8-INCH CONCRETE
 DJ1584'CYLINDER FLUSH WITH GROUND, 1.01 FT LOWER THAN CONCRETE SLAB OF OBS.,
 DJ1584'2.4 MILES SOUTH OF MSU CAMPUS AT PHYSICS DEPT. OBSERVATORY, 11.6 M
 DJ1584'S OF PROJECTED S WALL, 13.2 M EAST OF FENCE, 58.3 FT NE OF BRACED
 DJ1584'METAL FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2847 ***********************************************************************
 CP2847  DESIGNATION -  7640 MSLD 1958
 CP2847  PID         -  CP2847
 CP2847  STATE/COUNTY-  MS/ISSAQUENA
 CP2847  USGS QUAD   -  FITLER (1994)
 CP2847
 CP2847                         *CURRENT SURVEY CONTROL
 CP2847  ___________________________________________________________________
 CP2847* NAD 83(1993)-  32 43 36.44598(N)    091 02 20.62069(W)     ADJUSTED  
 CP2847* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 CP2847  ___________________________________________________________________
 CP2847  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP2847  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2847  HORZ ORDER  -  SECOND
 CP2847
 CP2847.The horizontal coordinates were established by classical geodetic methods
 CP2847.and adjusted by the National Geodetic Survey in May 1994.
 CP2847
 CP2847.The orthometric height was scaled from a topographic map.
 CP2847
 CP2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2847
 CP2847.The geoid height was determined by GEOID03.
 CP2847
 CP2847;                    North         East     Units Scale Factor Converg.
 CP2847;SPC MS W     -   357,961.662   633,847.544   MT  1.00000394   -0 22 53.6
 CP2847;SPC MS W     - 1,174,412.55  2,079,548.15   sFT  1.00000394   -0 22 53.6
 CP2847;SPC LA N     -   247,827.746 1,136,946.455   MT  1.00001426   +0 46 20.6
 CP2847;SPC LA N     -   813,081.53  3,730,131.83   sFT  1.00001426   +0 46 20.6
 CP2847;UTM  15      - 3,622,700.053   683,760.231   MT  1.00001639   +1 03 37.6
 CP2847
 CP2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2847!SPC MS W     -   0.99999820  x   1.00000394  =   1.00000214
 CP2847!SPC LA N     -   0.99999820  x   1.00001426  =   1.00001246
 CP2847!UTM  15      -   0.99999820  x   1.00001639  =   1.00001459
 CP2847
 CP2847                          SUPERSEDED SURVEY CONTROL
 CP2847
 CP2847  NAD 83(1986)-  32 43 36.45789(N)    091 02 20.61454(W) AD(       ) 2
 CP2847  NAD 27      -  32 43 35.97950(N)    091 02 20.22780(W) AD(       ) 2
 CP2847
 CP2847.Superseded values are not recommended for survey control.
 CP2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2847.See file dsdata.txt to determine how the superseded data were derived.
 CP2847
 CP2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8376022700(NAD 83)
 CP2847_MARKER: DD = SURVEY DISK
 CP2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2847+STABILITY: SURFACE MOTION
 CP2847
 CP2847  HISTORY     - Date     Condition        Report By
 CP2847  HISTORY     - 1958     MONUMENTED       MRC
 CP2847
 CP2847                          STATION DESCRIPTION
 CP2847
 CP2847'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1958 (OSR)
 CP2847'STATION IS LOCATED ABOUT 5-3/4 MILES WEST OF ONWARD, 0.5
 CP2847'MILE EAST OF FITLER BEND ON THE MISSISSIPPI RIVER AND 0.3
 CP2847'MILE WEST OF THE FITLER STORE AND POST OFFICE, ON TOP OF
 CP2847'THE MISSISSIPPI RIVER LEVEE NEAR A T-INTERSECTION OF A
 CP2847'NORTHEAST-SOUTHWEST LEVEE AND SHORT LEVEE EXTENDING WEST.
 CP2847'
 CP2847'IT IS A MISSISSIPPI LEVEE DISTRICT BRONZE DISK, STAMPED
 CP2847'7640, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST
 CP2847'PROJECTING 17 INCHES.  IT IS 182 FEET SOUTH OF THE CENTER
 CP2847'OF THE LEVEE EXTENDING WEST, 97 FEET SOUTH OF A POWER LINE
 CP2847'POLE AND 18 FEET NORTHWEST OF THE CENTER OF THE
 CP2847'NORTHEAST-SOUTHWEST LEVEE.
 CP2847'
 CP2847'A SECOND-ORDER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CP2847'STATION FITLER, THE DISTANCE BEING 45.004 METERS OR (147.65
 CP2847'FEET) NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0773 ***********************************************************************
 DK0773  DESIGNATION -  77
 DK0773  PID         -  DK0773
 DK0773  STATE/COUNTY-  MS/BOLIVAR
 DK0773  USGS QUAD   -  BENOIT (1972)
 DK0773
 DK0773                         *CURRENT SURVEY CONTROL
 DK0773  ___________________________________________________________________
 DK0773* NAD 83(1993)-  33 40 25.48912(N)    091 01 40.58360(W)     ADJUSTED  
 DK0773* NAVD 88     -        43.31   (+/-2cm)     142.1    (feet)  VERTCON   
 DK0773  ___________________________________________________________________
 DK0773  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DK0773  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK0773  HORZ ORDER  -  SECOND
 DK0773  VERT ORDER  -  ? (See Below)
 DK0773
 DK0773.The horizontal coordinates were established by classical geodetic methods
 DK0773.and adjusted by the National Geodetic Survey in May 1994.
 DK0773
 DK0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0773.The vertical order pertains to the NGVD 29 superseded value.
 DK0773
 DK0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0773
 DK0773.The geoid height was determined by GEOID03.
 DK0773
 DK0773;                    North         East     Units Scale Factor Converg.
 DK0773;SPC MS W     -   462,977.716   635,587.243   MT  1.00000113   -0 23 06.5
 DK0773;SPC MS W     - 1,518,952.72  2,085,255.81   sFT  1.00000113   -0 23 06.5
 DK0773;SPC AR S     -   512,125.634   490,138.502   MT  0.99993816   +0 32 38.6
 DK0773;SPC AR S     - 1,680,198.85  1,608,062.74   sFT  0.99993816   +0 32 38.6
 DK0773;UTM  15      - 3,727,727.562   682,822.771   MT  1.00001207   +1 05 37.5
 DK0773
 DK0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0773!SPC MS W     -   0.99999738  x   1.00000113  =   0.99999851
 DK0773!SPC AR S     -   0.99999738  x   0.99993816  =   0.99993554
 DK0773!UTM  15      -   0.99999738  x   1.00001207  =   1.00000945
 DK0773
 DK0773                          SUPERSEDED SURVEY CONTROL
 DK0773
 DK0773  NAD 83(1986)-  33 40 25.49911(N)    091 01 40.57935(W) AD(       ) 2
 DK0773  NAD 27      -  33 40 25.09600(N)    091 01 40.19300(W) AD(       ) 2
 DK0773  NGVD 29 (??/??/??)   43.385  (m)          142.34   (f) ADJUSTED    ?  
 DK0773
 DK0773.Superseded values are not recommended for survey control.
 DK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0773.See file dsdata.txt to determine how the superseded data were derived.
 DK0773
 DK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8282327728(NAD 83)
 DK0773_MARKER: B = BOLT
 DK0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0773_SP_SET: STONE
 DK0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0773+STABILITY: SURFACE MOTION
 DK0773
 DK0773  HISTORY     - Date     Condition        Report By
 DK0773  HISTORY     - 1929     MONUMENTED       MRC
 DK0773  HISTORY     - 1934     GOOD             CGS
 DK0773  HISTORY     - 1935     GOOD             CGS
 DK0773  HISTORY     - 1974     MARK NOT FOUND   NGS
 DK0773
 DK0773                          STATION DESCRIPTION
 DK0773
 DK0773'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 DK0773'ON LEFT BANK OF MISSISSIPPI RIVER, BACK OF ISLAND 76, ABOUT
 DK0773'1-3/4 MILES ABOVE BOLIVAR, ABOUT 80 METERS (262 FEET) EAST OF
 DK0773'LEVEE, IN LOT SURROUNDING HOUSE OF J.W. MASON AT STORMVILLE,
 DK0773'50 METERS (164 FEET) NORTH OF HOUSE ABOUT 12 METERS (39 FEET)
 DK0773'SOUTH OF MAIN ROAD LEADING WEST FROM TOWN OF BENOIT, AND 0.6
 DK0773'METER (2 FEET) INSIDE OF FENCE ON SOUTH SIDE OF ROAD.  MARKED
 DK0773'BY BRASS BOLT IN STONE.  STONE PROJECTS ABOUT 4 INCHES ABOVE
 DK0773'SURFACE OF GROUND.  STATION BENOIT IS 110.96 METERS (364.0
 DK0773'FEET) FROM STATION, N 19 DEG 14 MIN 17 SEC W.
 DK0773'ELEVATION OF STATION MARK IS 43.385 METERS (142.339 FEET).
 DK0773
 DK0773                          STATION RECOVERY (1934)
 DK0773
 DK0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DK0773'1.8 MI N FROM BOLIVAR.
 DK0773'P.B.M. 77 IS A STONE POST WITH BRASS BOLT, LOCATED ON LEFT BANK OF
 DK0773'MISS. RIVER, ABOUT 1.8 MI. ABOVE BOLIVAR, IN BOLIVAR COUNTY, MISS.
 DK0773'BETWEEN MAIN LEVEE AND SMALL SUB-LEVEE, 262 FT. BACK OF MAIN LEVEE,
 DK0773'JUST SOUTH OF ROAD THAT CROSSES LEVEE, 2 FT. SOUTH OF FENCE LINE ON
 DK0773'NORTH SIDE OF LOT WHERE A HOUSE FORMERLY STOOD.  NOTE--TRASH DUMP OVER
 DK0773'MARK.
 DK0773
 DK0773                          STATION RECOVERY (1935)
 DK0773
 DK0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK0773'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DK0773'
 DK0773'J.W. MASONS HOUSE HAS BEEN MOVED AWAY, HOWEVER, OLD CISTERN
 DK0773'SERVES AS A LANDMARK.  PROTECTION LEVEE HAS BEEN BUILT BEHIND
 DK0773'MAIN LEVEE.  STATION IS IN CENTER OF POND BETWEEN THE TWO
 DK0773'LEVEES.  IT IS UNDER WATER WHEN RIVER IS HIGH.
 DK0773
 DK0773                          STATION RECOVERY (1974)
 DK0773
 DK0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DK0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1588 ***********************************************************************
 DJ1588  DESIGNATION -  7701
 DJ1588  PID         -  DJ1588
 DJ1588  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1588  USGS QUAD   -  STARKVILLE (1982)
 DJ1588
 DJ1588                         *CURRENT SURVEY CONTROL
 DJ1588  ___________________________________________________________________
 DJ1588* NAD 83(1993)-  33 26 15.78562(N)    088 46 35.05521(W)     ADJUSTED  
 DJ1588* NAVD 88     -       103.1    (meters)     338.     (feet)  VERTCON   
 DJ1588  ___________________________________________________________________
 DJ1588  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DJ1588  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ1588  HORZ ORDER  -  SECOND
 DJ1588
 DJ1588.The horizontal coordinates were established by classical geodetic methods
 DJ1588.and adjusted by the National Geodetic Survey in May 1994.
 DJ1588
 DJ1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1588
 DJ1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1588
 DJ1588.The geoid height was determined by GEOID03.
 DJ1588
 DJ1588;                    North         East     Units Scale Factor Converg.
 DJ1588;SPC MS E     -   436,584.997   305,293.518   MT  0.99995035   +0 01 52.9
 DJ1588;SPC MS E     - 1,432,362.61  1,001,617.15   sFT  0.99995035   +0 01 52.9
 DJ1588;UTM  16      - 3,701,224.970   334,869.489   MT  0.99993619   -0 58 44.7
 DJ1588
 DJ1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1588!SPC MS E     -   0.99998824  x   0.99995035  =   0.99993859
 DJ1588!UTM  16      -   0.99998824  x   0.99993619  =   0.99992443
 DJ1588
 DJ1588:                Primary Azimuth Mark                     Grid Az
 DJ1588:SPC MS E     -  STARKVILLE CV MAST                       013 39 50.7
 DJ1588:UTM  16      -  STARKVILLE CV MAST                       014 40 28.3
 DJ1588
 DJ1588|---------------------------------------------------------------------|
 DJ1588| PID    Reference Object                     Distance      Geod. Az  |
 DJ1588|                                                           dddmmss.s |
 DJ1588| DJ1748 STARKVILLE CV MAST                  APPROX. 1.3 KM 0134143.6 |
 DJ1588| DJ1589 7702                                APPROX. 0.7 KM 1794144.1 |
 DJ1588|---------------------------------------------------------------------|
 DJ1588
 DJ1588                          SUPERSEDED SURVEY CONTROL
 DJ1588
 DJ1588  NAD 83(1993)-  33 26 15.79581(N)    088 46 35.05409(W) AD(       ) 2
 DJ1588  NAD 83(1986)-  33 26 15.79677(N)    088 46 35.05395(W) AD(       ) 2
 DJ1588  NGVD 29 (01/23/89)  103.1    (m)          338.     (f) VERT ANG    3  
 DJ1588
 DJ1588.Superseded values are not recommended for survey control.
 DJ1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1588.See file dsdata.txt to determine how the superseded data were derived.
 DJ1588
 DJ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3486901225(NAD 83)
 DJ1588_MARKER: DD = SURVEY DISK
 DJ1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1588+STABILITY: SURFACE MOTION
 DJ1588
 DJ1588  HISTORY     - Date     Condition        Report By
 DJ1588  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1588
 DJ1588                          STATION DESCRIPTION
 DJ1588
 DJ1588'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1588'THE STATION IS A MSHD DISK STAMPED---7701---SET IN AN 8-INCH CONCRETE
 DJ1588'CYLINDER 24 CM BELOW GROUND, 1.3 MILES SE OF MSU CAMPUS, AT 60 DEGREE
 DJ1588'BEND IN OKTOC ROAD, 1.0 M NE OF PVT EDGE, 16.3 M NORTH OF POWER POLE
 DJ1588'31, 26.4 M EAST OF PP 30, 1.0 M EAST OF POWER LINE, APPROX. 70 M EAST
 DJ1588'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1589 ***********************************************************************
 DJ1589  DESIGNATION -  7702
 DJ1589  PID         -  DJ1589
 DJ1589  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1589  USGS QUAD   -  STARKVILLE (1982)
 DJ1589
 DJ1589                         *CURRENT SURVEY CONTROL
 DJ1589  ___________________________________________________________________
 DJ1589* NAD 83(1993)-  33 25 52.80775(N)    088 46 34.90960(W)     ADJUSTED  
 DJ1589* NAVD 88     -       112.12   (+/-2cm)     367.8    (feet)  VERTCON   
 DJ1589  ___________________________________________________________________
 DJ1589  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DJ1589  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1589  HORZ ORDER  -  SECOND
 DJ1589  VERT ORDER  -  THIRD ? (See Below)
 DJ1589
 DJ1589.The horizontal coordinates were established by classical geodetic methods
 DJ1589.and adjusted by the National Geodetic Survey in May 1994.
 DJ1589
 DJ1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1589.The vertical order pertains to the NGVD 29 superseded value.
 DJ1589
 DJ1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1589
 DJ1589.The geoid height was determined by GEOID03.
 DJ1589
 DJ1589;                    North         East     Units Scale Factor Converg.
 DJ1589;SPC MS E     -   435,877.110   305,297.667   MT  0.99995035   +0 01 53.0
 DJ1589;SPC MS E     - 1,430,040.15  1,001,630.76   sFT  0.99995035   +0 01 53.0
 DJ1589;UTM  16      - 3,700,517.130   334,861.155   MT  0.99993622   -0 58 44.0
 DJ1589
 DJ1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1589!SPC MS E     -   0.99998683  x   0.99995035  =   0.99993718
 DJ1589!UTM  16      -   0.99998683  x   0.99993622  =   0.99992305
 DJ1589
 DJ1589:                Primary Azimuth Mark                     Grid Az
 DJ1589:SPC MS E     -  STARKVILLE CV MAST                       008 49 50.7
 DJ1589:UTM  16      -  STARKVILLE CV MAST                       009 50 27.7
 DJ1589
 DJ1589|---------------------------------------------------------------------|
 DJ1589| PID    Reference Object                     Distance      Geod. Az  |
 DJ1589|                                                           dddmmss.s |
 DJ1589| DJ1748 STARKVILLE CV MAST                  APPROX. 2.0 KM 0085143.7 |
 DJ1589| DJ1588 7701                                APPROX. 0.7 KM 3594144.1 |
 DJ1589|---------------------------------------------------------------------|
 DJ1589
 DJ1589                          SUPERSEDED SURVEY CONTROL
 DJ1589
 DJ1589  NAD 83(1993)-  33 25 52.81793(N)    088 46 34.90850(W) AD(       ) 2
 DJ1589  NAD 83(1986)-  33 25 52.81892(N)    088 46 34.90812(W) AD(       ) 2
 DJ1589  NGVD 29 (01/23/89)  112.08   (m)          367.7    (f) LEVELING    3  
 DJ1589
 DJ1589.Superseded values are not recommended for survey control.
 DJ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1589.See file dsdata.txt to determine how the superseded data were derived.
 DJ1589
 DJ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3486100517(NAD 83)
 DJ1589_MARKER: DD = SURVEY DISK
 DJ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1589+STABILITY: SURFACE MOTION
 DJ1589
 DJ1589  HISTORY     - Date     Condition        Report By
 DJ1589  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1589
 DJ1589                          STATION DESCRIPTION
 DJ1589
 DJ1589'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1589'THE STATION IS A MSHD DISK STAMPED---7702---SET IN AN 8-INCH CONCRETE
 DJ1589'CYLINDER 15 CM BELOW GROUND, 1.7 MILES SSE OF MSU CAMPUS, 0.3 MILES
 DJ1589'NORTH OF OKTIBBEHA MEMORIAL GARDEN, 14.32 M SSE OF PP 41, 17.32 M WEST
 DJ1589'OF NW COR POST OF CHAIN LINK FENCE AROUND RURAL WATER ASSO TANK, 5.85
 DJ1589'M SOUTH OF PROJ C/L OF DRIVE, 4.81 M WEST OF OKTOC ROAD, 1.23 M WEST
 DJ1589'OF PVT EDGE, IN LINE WITH NORTH FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1590 ***********************************************************************
 DJ1590  DESIGNATION -  7703
 DJ1590  PID         -  DJ1590
 DJ1590  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1590  USGS QUAD   -  STARKVILLE (1982)
 DJ1590
 DJ1590                         *CURRENT SURVEY CONTROL
 DJ1590  ___________________________________________________________________
 DJ1590* NAD 83(1993)-  33 25 23.48343(N)    088 46 33.96091(W)     ADJUSTED  
 DJ1590* NAVD 88     -       108.63   (+/-2cm)     356.4    (feet)  VERTCON   
 DJ1590  ___________________________________________________________________
 DJ1590  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DJ1590  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1590  HORZ ORDER  -  SECOND
 DJ1590  VERT ORDER  -  THIRD ? (See Below)
 DJ1590
 DJ1590.The horizontal coordinates were established by classical geodetic methods
 DJ1590.and adjusted by the National Geodetic Survey in May 1994.
 DJ1590
 DJ1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1590.The vertical order pertains to the NGVD 29 superseded value.
 DJ1590
 DJ1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1590
 DJ1590.The geoid height was determined by GEOID03.
 DJ1590
 DJ1590;                    North         East     Units Scale Factor Converg.
 DJ1590;SPC MS E     -   434,973.718   305,322.670   MT  0.99995035   +0 01 53.5
 DJ1590;SPC MS E     - 1,427,076.27  1,001,712.79   sFT  0.99995035   +0 01 53.5
 DJ1590;UTM  16      - 3,699,613.451   334,870.227   MT  0.99993619   -0 58 42.7
 DJ1590
 DJ1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1590!SPC MS E     -   0.99998738  x   0.99995035  =   0.99993773
 DJ1590!UTM  16      -   0.99998738  x   0.99993619  =   0.99992357
 DJ1590
 DJ1590|---------------------------------------------------------------------|
 DJ1590| PID    Reference Object                     Distance      Geod. Az  |
 DJ1590|                                                           dddmmss.s |
 DJ1590| DJ1585 7604                                310.570 METERS 24812     |
 DJ1590| DJ1589 7702                                APPROX. 0.9 KM 3582646.3 |
 DJ1590|---------------------------------------------------------------------|
 DJ1590
 DJ1590                          SUPERSEDED SURVEY CONTROL
 DJ1590
 DJ1590  NAD 83(1993)-  33 25 23.49360(N)    088 46 33.95983(W) AD(       ) 2
 DJ1590  NAD 83(1986)-  33 25 23.49465(N)    088 46 33.95911(W) AD(       ) 2
 DJ1590  NGVD 29 (01/23/89)  108.59   (m)          356.3    (f) LEVELING    3  
 DJ1590
 DJ1590.Superseded values are not recommended for survey control.
 DJ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1590.See file dsdata.txt to determine how the superseded data were derived.
 DJ1590
 DJ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3487099613(NAD 83)
 DJ1590_MARKER: DD = SURVEY DISK
 DJ1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1590+STABILITY: SURFACE MOTION
 DJ1590
 DJ1590  HISTORY     - Date     Condition        Report By
 DJ1590  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1590
 DJ1590                          STATION DESCRIPTION
 DJ1590
 DJ1590'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1590'THE STATION IS A MSHD DISK STAMPED---7703---SET IN AN 8-INCH CONCRETE
 DJ1590'CYLINDER 21 CM BELOW GROUND, 2.2 MILES SSE OF MSU CAMPUS, 0.2 MILE
 DJ1590'SOUTH OF SESSUMS ROAD, 5.7 M EAST OF OKTOC ROAD, 5.3 M SOUTH OF PROJ.
 DJ1590'DRIVE WEST, 14.4 M WEST OF 50 CM SWEETGUM, 25.7 FT SE OF T-LANE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1591 ***********************************************************************
 DJ1591  DESIGNATION -  7704
 DJ1591  PID         -  DJ1591
 DJ1591  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1591  USGS QUAD   -  STARKVILLE (1982)
 DJ1591
 DJ1591                         *CURRENT SURVEY CONTROL
 DJ1591  ___________________________________________________________________
 DJ1591* NAD 83(1993)-  33 24 59.90679(N)    088 46 34.50005(W)     ADJUSTED  
 DJ1591* NAVD 88     -       104.7    (meters)     344.     (feet)  VERTCON   
 DJ1591  ___________________________________________________________________
 DJ1591  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DJ1591  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ1591  HORZ ORDER  -  SECOND
 DJ1591
 DJ1591.The horizontal coordinates were established by classical geodetic methods
 DJ1591.and adjusted by the National Geodetic Survey in May 1994.
 DJ1591
 DJ1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1591
 DJ1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1591
 DJ1591.The geoid height was determined by GEOID03.
 DJ1591
 DJ1591;                    North         East     Units Scale Factor Converg.
 DJ1591;SPC MS E     -   434,247.377   305,309.141   MT  0.99995035   +0 01 53.2
 DJ1591;SPC MS E     - 1,424,693.27  1,001,668.41   sFT  0.99995035   +0 01 53.2
 DJ1591;UTM  16      - 3,698,887.471   334,843.898   MT  0.99993630   -0 58 42.4
 DJ1591
 DJ1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1591!SPC MS E     -   0.99998800  x   0.99995035  =   0.99993835
 DJ1591!UTM  16      -   0.99998800  x   0.99993630  =   0.99992430
 DJ1591
 DJ1591:                Primary Azimuth Mark                     Grid Az
 DJ1591:SPC MS E     -  7703                                     001 04 01.5
 DJ1591:UTM  16      -  7703                                     002 04 37.1
 DJ1591
 DJ1591|---------------------------------------------------------------------|
 DJ1591| PID    Reference Object                     Distance      Geod. Az  |
 DJ1591|                                                           dddmmss.s |
 DJ1591| DJ1590 7703                                APPROX. 0.7 KM 0010554.7 |
 DJ1591| DJ1748 STARKVILLE CV MAST                  APPROX. 3.7 KM 0044514.2 |
 DJ1591|---------------------------------------------------------------------|
 DJ1591
 DJ1591                          SUPERSEDED SURVEY CONTROL
 DJ1591
 DJ1591  NAD 83(1993)-  33 24 59.91694(N)    088 46 34.49898(W) AD(       ) 2
 DJ1591  NAD 83(1986)-  33 24 59.91803(N)    088 46 34.49794(W) AD(       ) 2
 DJ1591  NGVD 29 (01/23/89)  104.6    (m)          343.     (f) VERT ANG    3  
 DJ1591
 DJ1591.Superseded values are not recommended for survey control.
 DJ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1591.See file dsdata.txt to determine how the superseded data were derived.
 DJ1591
 DJ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3484498887(NAD 83)
 DJ1591_MARKER: DD = SURVEY DISK
 DJ1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1591+STABILITY: SURFACE MOTION
 DJ1591
 DJ1591  HISTORY     - Date     Condition        Report By
 DJ1591  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1591
 DJ1591                          STATION DESCRIPTION
 DJ1591
 DJ1591'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1591'THE STATION IS A MSHD DISK STAMPED---7704---SET IN AN 8-INCH CONCRETE
 DJ1591'CYLINDER 12 CM BELOW GROUND, 2.7 MILES SSE OF MSU CAMPUS, 0.7 MILES
 DJ1591'SOUTH OF OK. MEM GARDEN, 8.42 M WEST OF OKTOC ROAD, 22.03 M WSW OF PP
 DJ1591'58, 3.44 M ENE OF NE COR FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1592 ***********************************************************************
 DJ1592  DESIGNATION -  7705
 DJ1592  PID         -  DJ1592
 DJ1592  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1592  USGS QUAD   -  STARKVILLE (1982)
 DJ1592
 DJ1592                         *CURRENT SURVEY CONTROL
 DJ1592  ___________________________________________________________________
 DJ1592* NAD 83(1993)-  33 24 35.79970(N)    088 46 39.69483(W)     ADJUSTED  
 DJ1592* NAVD 88     -        98.69   (+/-2cm)     323.8    (feet)  VERTCON   
 DJ1592  ___________________________________________________________________
 DJ1592  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DJ1592  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DJ1592  HORZ ORDER  -  SECOND
 DJ1592  VERT ORDER  -  THIRD ? (See Below)
 DJ1592
 DJ1592.The horizontal coordinates were established by classical geodetic methods
 DJ1592.and adjusted by the National Geodetic Survey in May 1994.
 DJ1592
 DJ1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1592.The vertical order pertains to the NGVD 29 superseded value.
 DJ1592
 DJ1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1592
 DJ1592.The geoid height was determined by GEOID03.
 DJ1592
 DJ1592;                    North         East     Units Scale Factor Converg.
 DJ1592;SPC MS E     -   433,504.629   305,175.329   MT  0.99995033   +0 01 50.3
 DJ1592;SPC MS E     - 1,422,256.44  1,001,229.39   sFT  0.99995033   +0 01 50.3
 DJ1592;UTM  16      - 3,698,147.208   334,697.019   MT  0.99993689   -0 58 44.6
 DJ1592
 DJ1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1592!SPC MS E     -   0.99998894  x   0.99995033  =   0.99993927
 DJ1592!UTM  16      -   0.99998894  x   0.99993689  =   0.99992583
 DJ1592
 DJ1592:                Primary Azimuth Mark                     Grid Az
 DJ1592:SPC MS E     -  STARKVILLE CV MAST                       005 39 44.3
 DJ1592:UTM  16      -  STARKVILLE CV MAST                       006 40 19.2
 DJ1592
 DJ1592|---------------------------------------------------------------------|
 DJ1592| PID    Reference Object                     Distance      Geod. Az  |
 DJ1592|                                                           dddmmss.s |
 DJ1592| DJ1748 STARKVILLE CV MAST                  APPROX. 4.4 KM 0054134.6 |
 DJ1592| DJ1593 7706                                386.219 METERS 15518     |
 DJ1592| DJ1597 7710                                APPROX. 1.4 KM 2750024.8 |
 DJ1592|---------------------------------------------------------------------|
 DJ1592
 DJ1592                          SUPERSEDED SURVEY CONTROL
 DJ1592
 DJ1592  NAD 83(1993)-  33 24 35.80984(N)    088 46 39.69379(W) AD(       ) 2
 DJ1592  NAD 83(1986)-  33 24 35.81092(N)    088 46 39.69236(W) AD(       ) 2
 DJ1592  NGVD 29 (01/23/89)   98.65   (m)          323.7    (f) LEVELING    3  
 DJ1592
 DJ1592.Superseded values are not recommended for survey control.
 DJ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1592.See file dsdata.txt to determine how the superseded data were derived.
 DJ1592
 DJ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3469798147(NAD 83)
 DJ1592_MARKER: DD = SURVEY DISK
 DJ1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1592+STABILITY: SURFACE MOTION
 DJ1592
 DJ1592  HISTORY     - Date     Condition        Report By
 DJ1592  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1592
 DJ1592                          STATION DESCRIPTION
 DJ1592
 DJ1592'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1592'THE STATION IS A MSHD DISK STAMPED---7705---SET IN AN 8-INCH CONCRETE
 DJ1592'CYLINDER 15 CM BELOW GROUND, 3.1 MI SOUTH OF MSU CAMPUS, 1.1 MI SOUTH
 DJ1592'OF SESSUMS ROAD, ON CREST OF HILL AT END OF SECOND CURVE, 35.9 FT EAST
 DJ1592'OF OKTOC RD, 4.1 FT WEST OF FENCE, 34.4 M NORTH OF T-FENCE POST, 27.75
 DJ1592'M SOUTH OF R/W MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1593 ***********************************************************************
 DJ1593  DESIGNATION -  7706
 DJ1593  PID         -  DJ1593
 DJ1593  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1593  USGS QUAD   -  STARKVILLE (1982)
 DJ1593
 DJ1593                         *CURRENT SURVEY CONTROL
 DJ1593  ___________________________________________________________________
 DJ1593* NAD 83(1993)-  33 24 24.41124(N)    088 46 33.44741(W)     ADJUSTED  
 DJ1593* NAVD 88     -        92.33   (+/-2cm)     302.9    (feet)  VERTCON   
 DJ1593  ___________________________________________________________________
 DJ1593  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DJ1593  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ1593  HORZ ORDER  -  SECOND
 DJ1593  VERT ORDER  -  THIRD ? (See Below)
 DJ1593
 DJ1593.The horizontal coordinates were established by classical geodetic methods
 DJ1593.and adjusted by the National Geodetic Survey in May 1994.
 DJ1593
 DJ1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1593.The vertical order pertains to the NGVD 29 superseded value.
 DJ1593
 DJ1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1593
 DJ1593.The geoid height was determined by GEOID03.
 DJ1593
 DJ1593;                    North         East     Units Scale Factor Converg.
 DJ1593;SPC MS E     -   433,153.870   305,336.939   MT  0.99995035   +0 01 53.7
 DJ1593;SPC MS E     - 1,421,105.66  1,001,759.61   sFT  0.99995035   +0 01 53.7
 DJ1593;UTM  16      - 3,697,793.659   334,852.421   MT  0.99993626   -0 58 40.9
 DJ1593
 DJ1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1593!SPC MS E     -   0.99998994  x   0.99995035  =   0.99994029
 DJ1593!UTM  16      -   0.99998994  x   0.99993626  =   0.99992620
 DJ1593
 DJ1593:                Primary Azimuth Mark                     Grid Az
 DJ1593:SPC MS E     -  STARKVILLE CV MAST                       003 17 56.8
 DJ1593:UTM  16      -  STARKVILLE CV MAST                       004 18 31.4
 DJ1593
 DJ1593|---------------------------------------------------------------------|
 DJ1593| PID    Reference Object                     Distance      Geod. Az  |
 DJ1593|                                                           dddmmss.s |
 DJ1593| DJ1748 STARKVILLE CV MAST                  APPROX. 4.7 KM 0031950.5 |
 DJ1593| DJ1592 7705                                386.219 METERS 33518     |
 DJ1593|---------------------------------------------------------------------|
 DJ1593
 DJ1593                          SUPERSEDED SURVEY CONTROL
 DJ1593
 DJ1593  NAD 83(1993)-  33 24 24.42131(N)    088 46 33.44635(W) AD(       ) 2
 DJ1593  NAD 83(1986)-  33 24 24.42242(N)    088 46 33.44467(W) AD(       ) 2
 DJ1593  NGVD 29 (01/23/89)   92.29   (m)          302.8    (f) LEVELING    3  
 DJ1593
 DJ1593.Superseded values are not recommended for survey control.
 DJ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1593.See file dsdata.txt to determine how the superseded data were derived.
 DJ1593
 DJ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3485297794(NAD 83)
 DJ1593_MARKER: DD = SURVEY DISK
 DJ1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1593+STABILITY: SURFACE MOTION
 DJ1593
 DJ1593  HISTORY     - Date     Condition        Report By
 DJ1593  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1593
 DJ1593                          STATION DESCRIPTION
 DJ1593
 DJ1593'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1593'THE STATION IS A MSHD DISK STAMPED---7706---SET IN AN 8-INCH CONCRETE
 DJ1593'CYLINDER 12 CM BELOW GROUND, 3.3 MI SSE OF MSU CAMPUS, 1.3 MI SOUTH OF
 DJ1593'SESSUMS RD, AT ANGLE IN RD, 10.1 M EAST OF OKTOC RD, 5.0 M NORTH OF 84
 DJ1593'CM OAK, 95 CM WEST OF FENCE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1594 ***********************************************************************
 DJ1594  DESIGNATION -  7707
 DJ1594  PID         -  DJ1594
 DJ1594  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1594  USGS QUAD   -  STARKVILLE (1982)
 DJ1594
 DJ1594                         *CURRENT SURVEY CONTROL
 DJ1594  ___________________________________________________________________
 DJ1594* NAD 83(1993)-  33 23 47.59955(N)    088 46 32.95348(W)     ADJUSTED  
 DJ1594* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 DJ1594  ___________________________________________________________________
 DJ1594  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DJ1594  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1594  HORZ ORDER  -  SECOND
 DJ1594
 DJ1594.The horizontal coordinates were established by classical geodetic methods
 DJ1594.and adjusted by the National Geodetic Survey in May 1994.
 DJ1594
 DJ1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1594
 DJ1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1594
 DJ1594.The geoid height was determined by GEOID03.
 DJ1594
 DJ1594;                    North         East     Units Scale Factor Converg.
 DJ1594;SPC MS E     -   432,019.810   305,350.328   MT  0.99995035   +0 01 54.0
 DJ1594;SPC MS E     - 1,417,384.99  1,001,803.53   sFT  0.99995035   +0 01 54.0
 DJ1594;UTM  16      - 3,696,659.555   334,845.828   MT  0.99993629   -0 58 39.7
 DJ1594
 DJ1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1594!SPC MS E     -   0.99998783  x   0.99995035  =   0.99993818
 DJ1594!UTM  16      -   0.99998783  x   0.99993629  =   0.99992412
 DJ1594
 DJ1594:                Primary Azimuth Mark                     Grid Az
 DJ1594:SPC MS E     -  STARKVILLE CV MAST                       002 31 54.4
 DJ1594:UTM  16      -  STARKVILLE CV MAST                       003 32 28.1
 DJ1594
 DJ1594|---------------------------------------------------------------------|
 DJ1594| PID    Reference Object                     Distance      Geod. Az  |
 DJ1594|                                                           dddmmss.s |
 DJ1594| DJ1748 STARKVILLE CV MAST                  APPROX. 5.9 KM 0023348.4 |
 DJ1594| DJ1608 7901                                APPROX. 0.8 KM 1623903.9 |
 DJ1594|---------------------------------------------------------------------|
 DJ1594
 DJ1594                          SUPERSEDED SURVEY CONTROL
 DJ1594
 DJ1594  NAD 83(1993)-  33 23 47.60946(N)    088 46 32.95240(W) AD(       ) 2
 DJ1594  NAD 83(1986)-  33 23 47.61066(N)    088 46 32.94977(W) AD(       ) 2
 DJ1594  NGVD 29 (01/23/89)  105.8    (m)          347.     (f) VERT ANG    3  
 DJ1594
 DJ1594.Superseded values are not recommended for survey control.
 DJ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1594.See file dsdata.txt to determine how the superseded data were derived.
 DJ1594
 DJ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3484696660(NAD 83)
 DJ1594_MARKER: DD = SURVEY DISK
 DJ1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1594+STABILITY: SURFACE MOTION
 DJ1594
 DJ1594  HISTORY     - Date     Condition        Report By
 DJ1594  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1594
 DJ1594                          STATION DESCRIPTION
 DJ1594
 DJ1594'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1594'THE STATION IS A MSHD DISK STAMPED---7707---SET IN AN 8-INCH CONCRETE
 DJ1594'CYLINDER 12 CM BELOW GROUND, 4.0 MI SOUTH OF MSU CAMPUS, 2.0 MI SOUTH
 DJ1594'OF SESSUMS RD, 4.86 M WEST OF OKTOC RD, 34.0 M NE OF NE COR OF OKTOC
 DJ1594'GRO STORE, 24.9 M NORTH OF NORTH END OF 18-INCH CMP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1595 ***********************************************************************
 DJ1595  DESIGNATION -  7708
 DJ1595  PID         -  DJ1595
 DJ1595  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1595  USGS QUAD   -  STARKVILLE (1982)
 DJ1595
 DJ1595                         *CURRENT SURVEY CONTROL
 DJ1595  ___________________________________________________________________
 DJ1595* NAD 83(1993)-  33 24 46.66776(N)    088 48 37.16852(W)     ADJUSTED  
 DJ1595* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 DJ1595  ___________________________________________________________________
 DJ1595  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DJ1595  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1595  HORZ ORDER  -  SECOND
 DJ1595
 DJ1595.The horizontal coordinates were established by classical geodetic methods
 DJ1595.and adjusted by the National Geodetic Survey in May 1994.
 DJ1595
 DJ1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1595
 DJ1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1595
 DJ1595.The geoid height was determined by GEOID03.
 DJ1595
 DJ1595;                    North         East     Units Scale Factor Converg.
 DJ1595;SPC MS E     -   433,838.298   302,140.061   MT  0.99995006   +0 00 45.6
 DJ1595;SPC MS E     - 1,423,351.15    991,271.18   sFT  0.99995006   +0 00 45.6
 DJ1595;UTM  16      - 3,698,534.311   331,668.124   MT  0.99994935   -0 59 49.7
 DJ1595
 DJ1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1595!SPC MS E     -   0.99998767  x   0.99995006  =   0.99993773
 DJ1595!UTM  16      -   0.99998767  x   0.99994935  =   0.99993702
 DJ1595
 DJ1595:                Primary Azimuth Mark                     Grid Az
 DJ1595:SPC MS E     -  7802                                     359 41 53.1
 DJ1595:UTM  16      -  7802                                     000 42 28.4
 DJ1595
 DJ1595|---------------------------------------------------------------------|
 DJ1595| PID    Reference Object                     Distance      Geod. Az  |
 DJ1595|                                                           dddmmss.s |
 DJ1595| DJ1599 7802                                APPROX. 1.2 KM 3594238.7 |
 DJ1595|---------------------------------------------------------------------|
 DJ1595
 DJ1595                          SUPERSEDED SURVEY CONTROL
 DJ1595
 DJ1595  NAD 83(1993)-  33 24 46.67797(N)    088 48 37.16743(W) AD(       ) 2
 DJ1595  NAD 83(1986)-  33 24 46.67810(N)    088 48 37.16577(W) AD(       ) 2
 DJ1595  NGVD 29 (01/23/89)  106.7    (m)          350.     (f) VERT ANG    3  
 DJ1595
 DJ1595.Superseded values are not recommended for survey control.
 DJ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1595.See file dsdata.txt to determine how the superseded data were derived.
 DJ1595
 DJ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3166898534(NAD 83)
 DJ1595_MARKER: DD = SURVEY DISK
 DJ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1595+STABILITY: SURFACE MOTION
 DJ1595
 DJ1595  HISTORY     - Date     Condition        Report By
 DJ1595  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1595
 DJ1595                          STATION DESCRIPTION
 DJ1595
 DJ1595'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1595'THE STATION IS A MSHD DISK STAMPED---7708---SET IN AN 8-INCH CONCRETE
 DJ1595'CYLINDER 15 CM BELOW GROUND, 3 MI SSW OF MSU CAMPUS, ON CREST OF RD
 DJ1595'WEST OF COUNTRY CLUB GOLF COURSE, 4.56 M EAST OF S. MONTGOMERY ST,
 DJ1595'10.78 M NW OF PP P40, 21.0 M EAST OF 90 CM OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1597 ***********************************************************************
 DJ1597  DESIGNATION -  7710
 DJ1597  PID         -  DJ1597
 DJ1597  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1597  USGS QUAD   -  STARKVILLE (1982)
 DJ1597
 DJ1597                         *CURRENT SURVEY CONTROL
 DJ1597  ___________________________________________________________________
 DJ1597* NAD 83(1993)-  33 24 39.89136(N)    088 47 35.43012(W)     ADJUSTED  
 DJ1597* NAVD 88     -       107.73   (+/-2cm)     353.4    (feet)  VERTCON   
 DJ1597  ___________________________________________________________________
 DJ1597  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DJ1597  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1597  HORZ ORDER  -  SECOND
 DJ1597  VERT ORDER  -  THIRD ? (See Below)
 DJ1597
 DJ1597.The horizontal coordinates were established by classical geodetic methods
 DJ1597.and adjusted by the National Geodetic Survey in May 1994.
 DJ1597
 DJ1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1597.The vertical order pertains to the NGVD 29 superseded value.
 DJ1597
 DJ1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1597
 DJ1597.The geoid height was determined by GEOID03.
 DJ1597
 DJ1597;                    North         East     Units Scale Factor Converg.
 DJ1597;SPC MS E     -   433,630.020   303,735.235   MT  0.99995017   +0 01 19.6
 DJ1597;SPC MS E     - 1,422,667.82    996,504.68   sFT  0.99995017   +0 01 19.6
 DJ1597;UTM  16      - 3,698,297.954   333,259.374   MT  0.99994278   -0 59 15.5
 DJ1597
 DJ1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1597!SPC MS E     -   0.99998752  x   0.99995017  =   0.99993769
 DJ1597!UTM  16      -   0.99998752  x   0.99994278  =   0.99993030
 DJ1597
 DJ1597:                Primary Azimuth Mark                     Grid Az
 DJ1597:SPC MS E     -  7705                                     094 58 34.5
 DJ1597:UTM  16      -  7705                                     095 59 09.6
 DJ1597
 DJ1597|---------------------------------------------------------------------|
 DJ1597| PID    Reference Object                     Distance      Geod. Az  |
 DJ1597|                                                           dddmmss.s |
 DJ1597| DJ1592 7705                                APPROX. 1.4 KM 0945954.1 |
 DJ1597|---------------------------------------------------------------------|
 DJ1597
 DJ1597                          SUPERSEDED SURVEY CONTROL
 DJ1597
 DJ1597  NAD 83(1993)-  33 24 39.90155(N)    088 47 35.42909(W) AD(       ) 2
 DJ1597  NAD 83(1986)-  33 24 39.90213(N)    088 47 35.42796(W) AD(       ) 2
 DJ1597  NGVD 29 (01/23/89)  107.69   (m)          353.3    (f) LEVELING    3  
 DJ1597
 DJ1597.Superseded values are not recommended for survey control.
 DJ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1597.See file dsdata.txt to determine how the superseded data were derived.
 DJ1597
 DJ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3325998298(NAD 83)
 DJ1597_MARKER: DD = SURVEY DISK
 DJ1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1597+STABILITY: SURFACE MOTION
 DJ1597
 DJ1597  HISTORY     - Date     Condition        Report By
 DJ1597  HISTORY     - 1977     MONUMENTED       MSSU
 DJ1597
 DJ1597                          STATION DESCRIPTION
 DJ1597
 DJ1597'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ1597'THE STATION IS A MSHD DISK STAMPED---7710---SET IN AN 8-INCH CONCRETE
 DJ1597'CYLINDER FLUSH WITH GROUND, 2.9 MILES SOUTH OF MSU CAMPUS, ON CREST OF
 DJ1597'HILL, IN LINE WITH SOUTH EDGE AND 20 FT EAST OF EAST EDGE OF CONCRETE
 DJ1597'SLAB OF WATER TROUGH, 40.3 FT WNW OF 3 FT OAK, 57.8 FT SW OF 20-INCH
 DJ1597'OAK, 64.8 FT EAST OF FENCE, 1.0 MILES EAST OF S. MONTGOMERY ST, 2900
 DJ1597'FT NORTH OF POORHOUSE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0619 ***********************************************************************
 EG0619  DESIGNATION -  78 4
 EG0619  PID         -  EG0619
 EG0619  STATE/COUNTY-  MS/UNION
 EG0619  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0619
 EG0619                         *CURRENT SURVEY CONTROL
 EG0619  ___________________________________________________________________
 EG0619* NAD 83(1986)-  34 27 26.     (N)    088 58 34.     (W)     SCALED    
 EG0619* NAVD 88     -       153.077  (meters)     502.22   (feet)  ADJUSTED  
 EG0619  ___________________________________________________________________
 EG0619  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG0619  DYNAMIC HT  -         152.928 (meters)     501.73  (feet)  COMP
 EG0619  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EG0619
 EG0619  VERT ORDER  -  SECOND    CLASS 0
 EG0619
 EG0619.The horizontal coordinates were scaled from a topographic map and have
 EG0619.an estimated accuracy of +/- 6 seconds.
 EG0619
 EG0619.The orthometric height was determined by differential leveling
 EG0619.and adjusted in June 1991.
 EG0619
 EG0619.The geoid height was determined by GEOID03.
 EG0619
 EG0619.The dynamic height is computed by dividing the NAVD 88
 EG0619.geopotential number by the normal gravity value computed on the
 EG0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0619.degrees latitude (g = 980.6199 gals.).
 EG0619
 EG0619.The modeled gravity was interpolated from observed gravity values.
 EG0619
 EG0619;                    North         East    Units  Estimated Accuracy
 EG0619;SPC MS E     -   549,670.      286,880.      MT  (+/- 180 meters Scaled)
 EG0619
 EG0619                          SUPERSEDED SURVEY CONTROL
 EG0619
 EG0619  NGVD 29 (??/??/92)  153.037  (m)          502.09   (f) ADJ UNCH    2 0
 EG0619
 EG0619.Superseded values are not recommended for survey control.
 EG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0619.See file dsdata.txt to determine how the superseded data were derived.
 EG0619
 EG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD184146(NAD 83)
 EG0619_MARKER: DD = SURVEY DISK
 EG0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0619_STAMPING: STA 78-4 1959
 EG0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0619+STABILITY: SURFACE MOTION
 EG0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0619+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0619
 EG0619  HISTORY     - Date     Condition        Report By
 EG0619  HISTORY     - 1959     MONUMENTED       MSHD
 EG0619  HISTORY     - 1965     GOOD             MSHD
 EG0619  HISTORY     - 20020501 GOOD             USACE
 EG0619
 EG0619                          STATION DESCRIPTION
 EG0619
 EG0619'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0619'3.2 MI NW FROM NEW ALBANY.
 EG0619'TO REACH THE MARK FROM THE COURTHOUSE IN NEW ALBANY GO SOUTHEAST ON U.
 EG0619'S. 78 FOR 0.9 MILES TO THE INTERSECTION OF U. S. HIGHWAY 78 AND STATE
 EG0619'HIGHWAY 15, CONTINUE SOUTHEAST ON U. S. 78 FOR 2.2 MILES TO THE MARK
 EG0619'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 EG0619'CONCRETE POST.  IT IS LOCATED NEAR THE SOUTHEAST PROPERTY CORNER OF
 EG0619'BEACON HILL GROCERY, 7.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 EG0619'BRICK FENCE, 3.2 FEET NORTH OF POWER LINE POLE NO. 23 AND FLUSH WITH
 EG0619'THE GROUND.
 EG0619
 EG0619                          STATION RECOVERY (2002)
 EG0619
 EG0619'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0619'OLD HWY 78 IS NOW HWY 178
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0623 ***********************************************************************
 EG0623  DESIGNATION -  78 4 AZ MK
 EG0623  PID         -  EG0623
 EG0623  STATE/COUNTY-  MS/UNION
 EG0623  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0623
 EG0623                         *CURRENT SURVEY CONTROL
 EG0623  ___________________________________________________________________
 EG0623* NAD 83(1986)-  34 27 50.     (N)    088 58 51.     (W)     SCALED    
 EG0623* NAVD 88     -       140.176  (meters)     459.89   (feet)  ADJUSTED  
 EG0623  ___________________________________________________________________
 EG0623  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG0623  DYNAMIC HT  -         140.040 (meters)     459.45  (feet)  COMP
 EG0623  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 EG0623
 EG0623  VERT ORDER  -  SECOND    CLASS 0
 EG0623
 EG0623.The horizontal coordinates were scaled from a topographic map and have
 EG0623.an estimated accuracy of +/- 6 seconds.
 EG0623
 EG0623.The orthometric height was determined by differential leveling
 EG0623.and adjusted in June 1991.
 EG0623
 EG0623.The geoid height was determined by GEOID03.
 EG0623
 EG0623.The dynamic height is computed by dividing the NAVD 88
 EG0623.geopotential number by the normal gravity value computed on the
 EG0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0623.degrees latitude (g = 980.6199 gals.).
 EG0623
 EG0623.The modeled gravity was interpolated from observed gravity values.
 EG0623
 EG0623;                    North         East    Units  Estimated Accuracy
 EG0623;SPC MS E     -   550,410.      286,450.      MT  (+/- 180 meters Scaled)
 EG0623
 EG0623                          SUPERSEDED SURVEY CONTROL
 EG0623
 EG0623  NGVD 29 (??/??/92)  140.137  (m)          459.77   (f) ADJ UNCH    2 0
 EG0623
 EG0623.Superseded values are not recommended for survey control.
 EG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0623.See file dsdata.txt to determine how the superseded data were derived.
 EG0623
 EG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD180153(NAD 83)
 EG0623_MARKER: DD = SURVEY DISK
 EG0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0623_STAMPING: AZ 78-4-1959
 EG0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0623+STABILITY: SURFACE MOTION
 EG0623
 EG0623  HISTORY     - Date     Condition        Report By
 EG0623  HISTORY     - 1959     MONUMENTED       MSHD
 EG0623  HISTORY     - 1965     GOOD             MSHD
 EG0623  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EG0623
 EG0623                          STATION DESCRIPTION
 EG0623
 EG0623'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0623'2.7 MI NW FROM NEW ALBANY.
 EG0623'TO REACH THE MARK FROM THE COURTHOUSE IN NEW ALBANY GO SOUTHEAST ON U.
 EG0623'S. 78 FOR 0.9 MILE TO THE INTERSECTION OF U. S. HIGHWAY 78 AND HIGHWAY
 EG0623'15, CONTINUE ON U. S. 78 FOR 1.7 MILES TO THE STATE HIGHWAY DEPARTMENT
 EG0623'MAINTANANCE LOT AND MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG0623'TOP OF AN 8-INCH SQUARE, CONCRETE POST.  IT IS LOCATED NEAR THE
 EG0623'NORTHWEST PROPERTY CORNER OF THE STATE HIGHWAY DEPARTMENT, 77.3 FEET
 EG0623'SOUTH OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 5.3 FEET WEST OF THE
 EG0623'CYCLONE FENCE AND PROJECTS 2 INCHES.
 EG0623
 EG0623                          STATION RECOVERY (2002)
 EG0623
 EG0623'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0620 ***********************************************************************
 EG0620  HT_MOD      -  This is a Height Modernization Survey Station.
 EG0620  DESIGNATION -  78 4 RM 1
 EG0620  PID         -  EG0620
 EG0620  STATE/COUNTY-  MS/UNION
 EG0620  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0620
 EG0620                         *CURRENT SURVEY CONTROL
 EG0620  ___________________________________________________________________
 EG0620* NAD 83(2007)-  34 27 21.05408(N)    088 58 32.05042(W)     ADJUSTED  
 EG0620* NAVD 88     -       153.63   (meters)     504.0    (feet)  GPS OBS   
 EG0620  ___________________________________________________________________
 EG0620  EPOCH DATE  -        2002.00
 EG0620  X           -      94,130.094 (meters)                     COMP
 EG0620  Y           -  -5,264,078.637 (meters)                     COMP
 EG0620  Z           -   3,588,326.014 (meters)                     COMP
 EG0620  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EG0620  ELLIP HEIGHT-         126.443 (meters)          (02/10/07) ADJUSTED
 EG0620  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG0620
 EG0620  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG0620  Type    PID    Designation                      North   East  Ellip
 EG0620  -------------------------------------------------------------------
 EG0620  NETWORK EG0620 78 4 RM 1                         0.92   0.76   2.00
 EG0620  -------------------------------------------------------------------
 EG0620
 EG0620.The horizontal coordinates were established by GPS observations
 EG0620.and adjusted by the National Geodetic Survey in February 2007.
 EG0620
 EG0620.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG0620.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG0620.The horizontal coordinates are valid at the epoch date displayed above.
 EG0620.The epoch date for horizontal control is a decimal equivalence
 EG0620.of Year/Month/Day.
 EG0620
 EG0620.The orthometric height was determined by GPS observations and a
 EG0620.high-resolution geoid model.
 EG0620.The orthometric height was determined by GPS observations and a
 EG0620.high-resolution geoid model using precise GPS observation and
 EG0620.processing techniques. It supersedes the leveled height previously
 EG0620.determined for this station.
 EG0620
 EG0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG0620
 EG0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0620
 EG0620.The ellipsoidal height was determined by GPS observations
 EG0620.and is referenced to NAD 83.
 EG0620
 EG0620.The geoid height was determined by GEOID03.
 EG0620
 EG0620;                    North         East     Units Scale Factor Converg.
 EG0620;SPC MS E     -   549,519.535   286,930.793   MT  0.99995210   -0 04 49.7
 EG0620;SPC MS E     - 1,802,882.01    941,372.11   sFT  0.99995210   -0 04 49.7
 EG0620;UTM  16      - 3,814,471.908   318,527.696   MT  1.00000594   -1 07 04.9
 EG0620
 EG0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0620!SPC MS E     -   0.99998015  x   0.99995210  =   0.99993225
 EG0620!UTM  16      -   0.99998015  x   1.00000594  =   0.99998609
 EG0620
 EG0620                          SUPERSEDED SURVEY CONTROL
 EG0620
 EG0620  NAD 83(1993)-  34 27 21.05365(N)    088 58 32.05045(W) AD(       ) B
 EG0620  ELLIP H (04/05/04)  126.458  (m)                       GP(       ) 3 1
 EG0620  NAVD 88 (06/15/91)  153.577  (m)          503.86   (f) ADJUSTED    2 0
 EG0620  NGVD 29 (??/??/92)  153.538  (m)          503.73   (f) ADJ UNCH    2 0
 EG0620
 EG0620.Superseded values are not recommended for survey control.
 EG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0620.See file dsdata.txt to determine how the superseded data were derived.
 EG0620
 EG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1852814472(NAD 83)
 EG0620_MARKER: DD = SURVEY DISK
 EG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0620_STAMPING: RM 1-78-4-1959
 EG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0620+STABILITY: SURFACE MOTION
 EG0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0620+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 EG0620
 EG0620  HISTORY     - Date     Condition        Report By
 EG0620  HISTORY     - 1959     MONUMENTED       MSHD
 EG0620  HISTORY     - 1965     GOOD             MSHD
 EG0620  HISTORY     - 20020501 GOOD             USACE
 EG0620  HISTORY     - 20060809 GOOD             TVA
 EG0620  HISTORY     - 20070714 GOOD             INDIV
 EG0620
 EG0620                          STATION DESCRIPTION
 EG0620
 EG0620'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0620'3.2 MI NW FROM NEW ALBANY.
 EG0620'TO REACH THE MARK FROM THE COURTHOUSE IN NEW ALBANY GO 0.9 MILE TO THE
 EG0620'INTERSECTION OF U. S. HIGHWAY 78 AND HIGHWAY 15, CONTINUE SOUTHEAST ON
 EG0620'U. S. 78 FOR 2.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 EG0620'SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE POST.  IT IS LOCATED NEAR
 EG0620'THE SOUTHWEST PROPERTY CORNER OF BEACON HILL GROCERY, 98.87 FEET
 EG0620'WEST-SOUTHWEST OF STA 78-4, 2.6 FEET NORTH OF THE SOUTHWEST CORNER OF
 EG0620'A BRICK FENCE AND FLUSH WITH THE GROUND.
 EG0620
 EG0620                          STATION RECOVERY (2002)
 EG0620
 EG0620'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0620'OLD HWY 78 IS NOW HWY 178
 EG0620
 EG0620                          STATION RECOVERY (2006)
 EG0620
 EG0620'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 EG0620'RECOVERED IN GOOD CONDITION.
 EG0620
 EG0620                          STATION RECOVERY (2007)
 EG0620
 EG0620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CP)
 EG0620'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0317 ***********************************************************************
 EG0317  DESIGNATION -  78 V 1
 EG0317  PID         -  EG0317
 EG0317  STATE/COUNTY-  MS/ITAWAMBA
 EG0317  USGS QUAD   -  BEXAR (1967)
 EG0317
 EG0317                         *CURRENT SURVEY CONTROL
 EG0317  ___________________________________________________________________
 EG0317* NAD 83(1986)-  34 12 40.     (N)    088 11 20.     (W)     SCALED    
 EG0317* NAVD 88     -       161.419  (meters)     529.59   (feet)  ADJUSTED  
 EG0317  ___________________________________________________________________
 EG0317  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0317  DYNAMIC HT  -         161.256 (meters)     529.05  (feet)  COMP
 EG0317  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 EG0317
 EG0317  VERT ORDER  -  SECOND    CLASS 0
 EG0317
 EG0317.The horizontal coordinates were scaled from a topographic map and have
 EG0317.an estimated accuracy of +/- 6 seconds.
 EG0317
 EG0317.The orthometric height was determined by differential leveling
 EG0317.and adjusted in June 1991.
 EG0317
 EG0317.The geoid height was determined by GEOID03.
 EG0317
 EG0317.The dynamic height is computed by dividing the NAVD 88
 EG0317.geopotential number by the normal gravity value computed on the
 EG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0317.degrees latitude (g = 980.6199 gals.).
 EG0317
 EG0317.The modeled gravity was interpolated from observed gravity values.
 EG0317
 EG0317;                    North         East    Units  Estimated Accuracy
 EG0317;SPC MS E     -   522,550.      359,390.      MT  (+/- 180 meters Scaled)
 EG0317
 EG0317                          SUPERSEDED SURVEY CONTROL
 EG0317
 EG0317  NGVD 29 (??/??/92)  161.356  (m)          529.38   (f) ADJ UNCH    2 0
 EG0317
 EG0317.Superseded values are not recommended for survey control.
 EG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0317.See file dsdata.txt to determine how the superseded data were derived.
 EG0317
 EG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC904862(NAD 83)
 EG0317_MARKER: DD = SURVEY DISK
 EG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0317_STAMPING: 78V-1 1965
 EG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0317+STABILITY: SURFACE MOTION
 EG0317
 EG0317  HISTORY     - Date     Condition        Report By
 EG0317  HISTORY     - 1965     MONUMENTED       MSHD
 EG0317  HISTORY     - 1978     GOOD             MSHD
 EG0317
 EG0317                          STATION DESCRIPTION
 EG0317
 EG0317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0317'4.15 MI E FROM TREMONT.
 EG0317'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TREMONT GO EAST ON U.
 EG0317'S. HIGHWAY 78 FOR 4.15 MILES TO THE MARK ON THE LEFT.  THE MARK IS A
 EG0317'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 0.1 MILE
 EG0317'EAST OF THE MISSISSIPPI AND ALABAMA STATE LINE, AT THE WELCOME TO
 EG0317'MISSISSIPPI SIGN, 40 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 EG0317'SOUTH OF A 12-INCH I BEAM METAL POST SUPPORTING THE SIGN, 1 FOOT
 EG0317'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 EG0317'FLUSH WITH THE GROUND.
 EG0317
 EG0317                          STATION RECOVERY (1978)
 EG0317
 EG0317'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0317'THE MARK IS LOCATED 4.3 MILES EAST OF TREMONT IN A SMALL ROADSIDE
 EG0317'PARK ON THE NORTH SIDE OF U.S. HIGHWAY 78, 0.1 MILE WEST OF THE MISS.
 EG0317'-ALABAMA STATE LINE IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
 EG0317'SECTION 18, T 10S, R 11E. IT IS 40 FEET NORTH OF THE CENTER OF
 EG0317'HIGHWAY 78, 44 FEET WEST OF THE WEST END OF THE NORTH HEADWALL OF A
 EG0317'SMALL CONCRETE PIPE CULVERT, 12 FEET SOUTH OF THE SOUTH POST OF THE
 EG0317'WELCOME TO MISSISSIPPI SIGN, 1.5 FEET NORTHEAST OF A METAL WITNESS
 EG0317'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 EG0317'LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. TO REACH FROM THE JUNCTION
 EG0317'OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE
 EG0317'IN TREMONT GO EAST ON U.S. HIGHWAY 78 FOR 4.65 MILES TO THE PARK AND
 EG0317'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0293 ***********************************************************************
 EG0293  DESIGNATION -  78 V 10
 EG0293  PID         -  EG0293
 EG0293  STATE/COUNTY-  MS/ITAWAMBA
 EG0293  USGS QUAD   -  FULTON SE (1965)
 EG0293
 EG0293                         *CURRENT SURVEY CONTROL
 EG0293  ___________________________________________________________________
 EG0293* NAD 83(1986)-  34 15 36.     (N)    088 19 18.     (W)     SCALED    
 EG0293* NAVD 88     -       118.546  (meters)     388.93   (feet)  ADJUSTED  
 EG0293  ___________________________________________________________________
 EG0293  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0293  DYNAMIC HT  -         118.426 (meters)     388.54  (feet)  COMP
 EG0293  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 EG0293
 EG0293  VERT ORDER  -  SECOND    CLASS 0
 EG0293
 EG0293.The horizontal coordinates were scaled from a topographic map and have
 EG0293.an estimated accuracy of +/- 6 seconds.
 EG0293
 EG0293.The orthometric height was determined by differential leveling
 EG0293.and adjusted in June 1991.
 EG0293
 EG0293.The geoid height was determined by GEOID03.
 EG0293
 EG0293.The dynamic height is computed by dividing the NAVD 88
 EG0293.geopotential number by the normal gravity value computed on the
 EG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0293.degrees latitude (g = 980.6199 gals.).
 EG0293
 EG0293.The modeled gravity was interpolated from observed gravity values.
 EG0293
 EG0293;                    North         East    Units  Estimated Accuracy
 EG0293;SPC MS E     -   527,910.      347,120.      MT  (+/- 180 meters Scaled)
 EG0293
 EG0293                          SUPERSEDED SURVEY CONTROL
 EG0293
 EG0293  NGVD 29 (??/??/92)  118.491  (m)          388.75   (f) ADJ UNCH    2 0
 EG0293
 EG0293.Superseded values are not recommended for survey control.
 EG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0293.See file dsdata.txt to determine how the superseded data were derived.
 EG0293
 EG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC783917(NAD 83)
 EG0293_MARKER: DD = SURVEY DISK
 EG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0293_STAMPING: 78V-10 1965
 EG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0293+STABILITY: SURFACE MOTION
 EG0293
 EG0293  HISTORY     - Date     Condition        Report By
 EG0293  HISTORY     - 1965     MONUMENTED       MSHD
 EG0293  HISTORY     - 1978     GOOD             MSHD
 EG0293
 EG0293                          STATION DESCRIPTION
 EG0293
 EG0293'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0293'IN TREMONT.
 EG0293'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TREMONT GO WEST ON U.
 EG0293'S. HIGHWAY 78 FOR 3.3 MILES TO A CROSSROAD.  CONTINUE WEST FOR 0.75
 EG0293'MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0293'12-INCH ROUND, CONCRETE POST.  IT IS 51 FEET SOUTH OF THE CENTERLINE
 EG0293'OF THE HIGHWAY, 71 FEET WEST OF POWER POLE NO. 544, ONE OF THREE POLES
 EG0293'SUPPORTING A PLATFORM CONTAINING THREE LARGE TRANSFORMERS, 53 FEET
 EG0293'SOUTHWEST OF THE JUNCTION OF THE HIGHWAY WITH A GRAVEL ROAD LEADING
 EG0293'NORTH, 2.5 FEET WEST OF A POWERLINE POLE AND PROJECTS 1 INCH.
 EG0293
 EG0293                          STATION RECOVERY (1978)
 EG0293
 EG0293'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0293'THE MARK IS LOCATED 3.8 MILES WEST OF TREMONT ON THE SOUTH RIGHT OF
 EG0293'WAY OF U.S. HIGHWAY 78, 5.5 MILES EAST OF FULTON, 0.85 MILE EAST OF
 EG0293'THE CLAY COMMUNITY CENTER IN THE NORTHEAST 1/4 OF SECTION 35, T 9S, R
 EG0293'9E. IT IS 101 FEET SOUTH OF A TELEPHONE CABLE POLE, 51 FEET SOUTHWEST
 EG0293'OF THE CENTER OF HIGHWAY 78, 12.5 FEET NORTHWEST OF A POWER POLE WITH
 EG0293'THREE SMALL TRANSFORMERS, 4 FEET NORTHWEST OF THE PROJECTED CENTER OF
 EG0293'A GRAVELED ROAD LEADING NORTH, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 EG0293'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 1/2 FEET BELOW
 EG0293'THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM
 EG0293'THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 JUST EAST OF THE
 EG0293'POST OFFICE IN TREMONT GO WEST ON U.S. HIGHWAY 78 FOR 3.8 MILES TO A
 EG0293'SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1002 ***********************************************************************
 EG1002  DESIGNATION -  78 V 100
 EG1002  PID         -  EG1002
 EG1002  STATE/COUNTY-  MS/MARSHALL
 EG1002  USGS QUAD   -  WATERFORD (1982)
 EG1002
 EG1002                         *CURRENT SURVEY CONTROL
 EG1002  ___________________________________________________________________
 EG1002* NAD 83(1986)-  34 44 58.     (N)    089 25 42.     (W)     SCALED    
 EG1002* NAVD 88     -       169.251  (meters)     555.28   (feet)  ADJUSTED  
 EG1002  ___________________________________________________________________
 EG1002  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1002  DYNAMIC HT  -         169.086 (meters)     554.74  (feet)  COMP
 EG1002  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 EG1002
 EG1002  VERT ORDER  -  SECOND    CLASS 0
 EG1002
 EG1002.The horizontal coordinates were scaled from a topographic map and have
 EG1002.an estimated accuracy of +/- 6 seconds.
 EG1002
 EG1002.The orthometric height was determined by differential leveling
 EG1002.and adjusted in June 1991.
 EG1002
 EG1002.The geoid height was determined by GEOID03.
 EG1002
 EG1002.The dynamic height is computed by dividing the NAVD 88
 EG1002.geopotential number by the normal gravity value computed on the
 EG1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1002.degrees latitude (g = 980.6199 gals.).
 EG1002
 EG1002.The modeled gravity was interpolated from observed gravity values.
 EG1002
 EG1002;                    North         East    Units  Estimated Accuracy
 EG1002;SPC MS E     -   582,240.      245,520.      MT  (+/- 180 meters Scaled)
 EG1002
 EG1002                          SUPERSEDED SURVEY CONTROL
 EG1002
 EG1002  NGVD 29 (??/??/92)  169.193  (m)          555.09   (f) ADJ UNCH    2 0
 EG1002
 EG1002.Superseded values are not recommended for survey control.
 EG1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1002.See file dsdata.txt to determine how the superseded data were derived.
 EG1002
 EG1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD777479(NAD 83)
 EG1002_MARKER: DD = SURVEY DISK
 EG1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1002_STAMPING: 78 V - 100 1965
 EG1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1002+STABILITY: SURFACE MOTION
 EG1002
 EG1002  HISTORY     - Date     Condition        Report By
 EG1002  HISTORY     - 1965     MONUMENTED       MSHD
 EG1002  HISTORY     - 1966     GOOD             MSHD
 EG1002  HISTORY     - 20030311 MARK NOT FOUND   INDIV
 EG1002  HISTORY     - 20080429 MARK NOT FOUND   MSDOT
 EG1002
 EG1002                          STATION DESCRIPTION
 EG1002
 EG1002'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1002'2.14 MI SE FROM HOLLY SPRINGS.
 EG1002'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1002'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL
 EG1002'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 1.29 MILES TO THE MARK ON
 EG1002'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG1002'CONCRETE POST.  IT IS 50.8 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 EG1002'HIGHWAY 78, 15.1 FEET NORTH OF A 12 INCH OAK, 4.9 FEET SOUTHEAST OF A
 EG1002'20 INCH OAK, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 EG1002'WITH HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG1002
 EG1002                          STATION RECOVERY (2003)
 EG1002
 EG1002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JGE)
 EG1002'MARK NOT FOUND.
 EG1002
 EG1002                          STATION RECOVERY (2008)
 EG1002
 EG1002'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1003 ***********************************************************************
 EG1003  DESIGNATION -  78 V 101
 EG1003  PID         -  EG1003
 EG1003  STATE/COUNTY-  MS/MARSHALL
 EG1003  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1003
 EG1003                         *CURRENT SURVEY CONTROL
 EG1003  ___________________________________________________________________
 EG1003* NAD 83(1986)-  34 45 37.     (N)    089 25 49.     (W)     SCALED    
 EG1003* NAVD 88     -       182.673  (meters)     599.32   (feet)  ADJUSTED  
 EG1003  ___________________________________________________________________
 EG1003  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1003  DYNAMIC HT  -         182.495 (meters)     598.74  (feet)  COMP
 EG1003  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EG1003
 EG1003  VERT ORDER  -  SECOND    CLASS 0
 EG1003
 EG1003.The horizontal coordinates were scaled from a topographic map and have
 EG1003.an estimated accuracy of +/- 6 seconds.
 EG1003
 EG1003.The orthometric height was determined by differential leveling
 EG1003.and adjusted in June 1991.
 EG1003
 EG1003.The geoid height was determined by GEOID03.
 EG1003
 EG1003.The dynamic height is computed by dividing the NAVD 88
 EG1003.geopotential number by the normal gravity value computed on the
 EG1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1003.degrees latitude (g = 980.6199 gals.).
 EG1003
 EG1003.The modeled gravity was interpolated from observed gravity values.
 EG1003
 EG1003;                    North         East    Units  Estimated Accuracy
 EG1003;SPC MS E     -   583,440.      245,350.      MT  (+/- 180 meters Scaled)
 EG1003
 EG1003                          SUPERSEDED SURVEY CONTROL
 EG1003
 EG1003  NGVD 29 (??/??/92)  182.613  (m)          599.12   (f) ADJ UNCH    2 0
 EG1003
 EG1003.Superseded values are not recommended for survey control.
 EG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1003.See file dsdata.txt to determine how the superseded data were derived.
 EG1003
 EG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD775491(NAD 83)
 EG1003_MARKER: DD = SURVEY DISK
 EG1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1003_STAMPING: 78 V -101 1965
 EG1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1003+STABILITY: SURFACE MOTION
 EG1003
 EG1003  HISTORY     - Date     Condition        Report By
 EG1003  HISTORY     - 1965     MONUMENTED       MSHD
 EG1003  HISTORY     - 1966     GOOD             MSHD
 EG1003  HISTORY     - 20030915 MARK NOT FOUND   USACE
 EG1003  HISTORY     - 20080429 MARK NOT FOUND   MSDOT
 EG1003
 EG1003                          STATION DESCRIPTION
 EG1003
 EG1003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1003'1.28 MI SE FROM HOLLY SPRINGS.
 EG1003'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1003'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL
 EG1003'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 0.43 MILES TO THE MARK ON
 EG1003'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG1003'CONCRETE POST.  IT IS 68.7 FEET SOUTHWEST OF CENTERLINE OF U.S.
 EG1003'HIGHWAY 78, 56.8 FEET WEST OF A POWER POLE, 1.4 FEET SOUTHEAST OF A
 EG1003'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND
 EG1003'PROJECTS 3 INCHES.
 EG1003
 EG1003                          STATION RECOVERY (2003)
 EG1003
 EG1003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1003'MARK NOT FOUND.
 EG1003
 EG1003                          STATION RECOVERY (2008)
 EG1003
 EG1003'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1003'MARK APPARENTLY DESTROYED BY AREA BEING CUT TO LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1011 ***********************************************************************
 EG1011  DESIGNATION -  78 V 102
 EG1011  PID         -  EG1011
 EG1011  STATE/COUNTY-  MS/MARSHALL
 EG1011  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1011
 EG1011                         *CURRENT SURVEY CONTROL
 EG1011  ___________________________________________________________________
 EG1011* NAD 83(1986)-  34 46 43.     (N)    089 26 55.     (W)     SCALED    
 EG1011* NAVD 88     -       169.836  (meters)     557.20   (feet)  ADJUSTED  
 EG1011  ___________________________________________________________________
 EG1011  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG1011  DYNAMIC HT  -         169.670 (meters)     556.66  (feet)  COMP
 EG1011  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EG1011
 EG1011  VERT ORDER  -  SECOND    CLASS 0
 EG1011
 EG1011.The horizontal coordinates were scaled from a topographic map and have
 EG1011.an estimated accuracy of +/- 6 seconds.
 EG1011
 EG1011.The orthometric height was determined by differential leveling
 EG1011.and adjusted in June 1991.
 EG1011
 EG1011.The geoid height was determined by GEOID03.
 EG1011
 EG1011.The dynamic height is computed by dividing the NAVD 88
 EG1011.geopotential number by the normal gravity value computed on the
 EG1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1011.degrees latitude (g = 980.6199 gals.).
 EG1011
 EG1011.The modeled gravity was interpolated from observed gravity values.
 EG1011
 EG1011;                    North         East    Units  Estimated Accuracy
 EG1011;SPC MS E     -   585,490.      243,680.      MT  (+/- 180 meters Scaled)
 EG1011
 EG1011                          SUPERSEDED SURVEY CONTROL
 EG1011
 EG1011  NGVD 29 (??/??/92)  169.770  (m)          556.99   (f) ADJ UNCH    2 0
 EG1011
 EG1011.Superseded values are not recommended for survey control.
 EG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1011.See file dsdata.txt to determine how the superseded data were derived.
 EG1011
 EG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759512(NAD 83)
 EG1011_MARKER: DD = SURVEY DISK
 EG1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1011_STAMPING: 78 V - 102 1965
 EG1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1011+STABILITY: SURFACE MOTION
 EG1011
 EG1011  HISTORY     - Date     Condition        Report By
 EG1011  HISTORY     - 1965     MONUMENTED       MSHD
 EG1011  HISTORY     - 1966     GOOD             MSHD
 EG1011  HISTORY     - 20030915 MARK NOT FOUND   USACE
 EG1011  HISTORY     - 20080430 MARK NOT FOUND   MSDOT
 EG1011
 EG1011                          STATION DESCRIPTION
 EG1011
 EG1011'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1011'0.77 MI NW FROM HOLLY SPRINGS.
 EG1011'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1011'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1011'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AT THE MISSISSIPPI TRUCK SCALES
 EG1011'AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12
 EG1011'INCH ROUND, CONCRETE POST.  IT IS 100.0 FEET NORTHEAST OF THE
 EG1011'CENTERLINE OF U.S. HIGHWAY 78, 29.0 FEET NORTHWEST OF THE CENTERLINE
 EG1011'OF U.S. HIGHWAY 7, 8.9 FEET SOUTH OF A POWER POLE, 1.3 FEET NORTHWEST
 EG1011'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78,
 EG1011'AND PROJECTS 4 INCHES.
 EG1011
 EG1011                          STATION RECOVERY (2003)
 EG1011
 EG1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1011'MARK NOT FOUND.
 EG1011
 EG1011                          STATION RECOVERY (2008)
 EG1011
 EG1011'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1011'MARK APPARENTLY DESTROYED BY NEW INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1012 ***********************************************************************
 EG1012  DESIGNATION -  78 V 103
 EG1012  PID         -  EG1012
 EG1012  STATE/COUNTY-  MS/MARSHALL
 EG1012  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1012
 EG1012                         *CURRENT SURVEY CONTROL
 EG1012  ___________________________________________________________________
 EG1012* NAD 83(1986)-  34 47 04.     (N)    089 27 38.     (W)     SCALED    
 EG1012* NAVD 88     -       164.322  (meters)     539.11   (feet)  ADJUSTED  
 EG1012  ___________________________________________________________________
 EG1012  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1012  DYNAMIC HT  -         164.162 (meters)     538.59  (feet)  COMP
 EG1012  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EG1012
 EG1012  VERT ORDER  -  SECOND    CLASS 0
 EG1012
 EG1012.The horizontal coordinates were scaled from a topographic map and have
 EG1012.an estimated accuracy of +/- 6 seconds.
 EG1012
 EG1012.The orthometric height was determined by differential leveling
 EG1012.and adjusted in June 1991.
 EG1012
 EG1012.The geoid height was determined by GEOID03.
 EG1012
 EG1012.The dynamic height is computed by dividing the NAVD 88
 EG1012.geopotential number by the normal gravity value computed on the
 EG1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1012.degrees latitude (g = 980.6199 gals.).
 EG1012
 EG1012.The modeled gravity was interpolated from observed gravity values.
 EG1012
 EG1012;                    North         East    Units  Estimated Accuracy
 EG1012;SPC MS E     -   586,140.      242,600.      MT  (+/- 180 meters Scaled)
 EG1012
 EG1012                          SUPERSEDED SURVEY CONTROL
 EG1012
 EG1012  NGVD 29 (??/??/92)  164.259  (m)          538.91   (f) ADJ UNCH    2 0
 EG1012
 EG1012.Superseded values are not recommended for survey control.
 EG1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1012.See file dsdata.txt to determine how the superseded data were derived.
 EG1012
 EG1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD748518(NAD 83)
 EG1012_MARKER: DD = SURVEY DISK
 EG1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1012_STAMPING: 78 V - 103 1965
 EG1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1012+STABILITY: SURFACE MOTION
 EG1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1012+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1012
 EG1012  HISTORY     - Date     Condition        Report By
 EG1012  HISTORY     - 1965     MONUMENTED       MSHD
 EG1012  HISTORY     - 1966     GOOD             MSHD
 EG1012  HISTORY     - 20030915 GOOD             USACE
 EG1012  HISTORY     - 20080430 GOOD             MSDOT
 EG1012
 EG1012                          STATION DESCRIPTION
 EG1012
 EG1012'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1012'1.57 MI NW FROM HOLLY SPRINGS.
 EG1012'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1012'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1012'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AT THE MISSISSIPPI TRUCK SCALES,
 EG1012'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 0.80 MILES TO THE MARK ON
 EG1012'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG1012'CONCRETE POST.  IT IS 47.3 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 EG1012'HIGHWAYY 78, 9.6 FEET NORTH OF A POWER POLE, 3.0 FEET NORTH OF A
 EG1012'FENCE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 EG1012'LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1012
 EG1012                          STATION RECOVERY (2003)
 EG1012
 EG1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1012'RECOVERED IN GOOD CONDITION.
 EG1012
 EG1012                          STATION RECOVERY (2008)
 EG1012
 EG1012'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1013 ***********************************************************************
 EG1013  DESIGNATION -  78 V 104
 EG1013  PID         -  EG1013
 EG1013  STATE/COUNTY-  MS/MARSHALL
 EG1013  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1013
 EG1013                         *CURRENT SURVEY CONTROL
 EG1013  ___________________________________________________________________
 EG1013* NAD 83(1986)-  34 47 29.     (N)    089 28 29.     (W)     SCALED    
 EG1013* NAVD 88     -       169.101  (meters)     554.79   (feet)  ADJUSTED  
 EG1013  ___________________________________________________________________
 EG1013  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1013  DYNAMIC HT  -         168.936 (meters)     554.25  (feet)  COMP
 EG1013  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EG1013
 EG1013  VERT ORDER  -  SECOND    CLASS 0
 EG1013
 EG1013.The horizontal coordinates were scaled from a topographic map and have
 EG1013.an estimated accuracy of +/- 6 seconds.
 EG1013
 EG1013.The orthometric height was determined by differential leveling
 EG1013.and adjusted in June 1991.
 EG1013
 EG1013.The geoid height was determined by GEOID03.
 EG1013
 EG1013.The dynamic height is computed by dividing the NAVD 88
 EG1013.geopotential number by the normal gravity value computed on the
 EG1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1013.degrees latitude (g = 980.6199 gals.).
 EG1013
 EG1013.The modeled gravity was interpolated from observed gravity values.
 EG1013
 EG1013;                    North         East    Units  Estimated Accuracy
 EG1013;SPC MS E     -   586,920.      241,300.      MT  (+/- 180 meters Scaled)
 EG1013
 EG1013                          SUPERSEDED SURVEY CONTROL
 EG1013
 EG1013  NGVD 29 (??/??/92)  169.039  (m)          554.59   (f) ADJ UNCH    2 0
 EG1013
 EG1013.Superseded values are not recommended for survey control.
 EG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1013.See file dsdata.txt to determine how the superseded data were derived.
 EG1013
 EG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD735527(NAD 83)
 EG1013_MARKER: DD = SURVEY DISK
 EG1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1013_STAMPING: 78 V - 104 1965
 EG1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1013+STABILITY: SURFACE MOTION
 EG1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1013+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 EG1013
 EG1013  HISTORY     - Date     Condition        Report By
 EG1013  HISTORY     - 1965     MONUMENTED       MSHD
 EG1013  HISTORY     - 1966     GOOD             MSHD
 EG1013  HISTORY     - 20030915 GOOD             USACE
 EG1013  HISTORY     - 20080430 MARK NOT FOUND   MSDOT
 EG1013
 EG1013                          STATION DESCRIPTION
 EG1013
 EG1013'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1013'2.52 MI NW FROM HOLLY SPRINGS.
 EG1013'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1013'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1013'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AT THE MISSISSIPPI TRUCK SCALES,
 EG1013'CONTINUE NORTHWEST ON HIGHWAY 78 FOR 1.75 MILES TO THE MARK ON THE
 EG1013'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE
 EG1013'POST.  IT IS 38.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78,
 EG1013'4.8 FEET NORTHWEST OF A 3 INCH PINE TREE, 1.4 FEET NORTHWEST OF A
 EG1013'METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND
 EG1013'PROJECTS 4 INCHES.
 EG1013
 EG1013                          STATION RECOVERY (2003)
 EG1013
 EG1013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1013'RECOVERED IN GOOD CONDITION.
 EG1013
 EG1013                          STATION RECOVERY (2008)
 EG1013
 EG1013'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1013'THE MARK MAY BE PRESENT UNDER A LARGE PINE TREE THAT HAS BEEN STRUCK
 EG1013'AND KNOCKED OVER IN THE DIRECTION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1014 ***********************************************************************
 EG1014  DESIGNATION -  78 V 105
 EG1014  PID         -  EG1014
 EG1014  STATE/COUNTY-  MS/MARSHALL
 EG1014  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1014
 EG1014                         *CURRENT SURVEY CONTROL
 EG1014  ___________________________________________________________________
 EG1014* NAD 83(1986)-  34 47 51.     (N)    089 29 18.     (W)     SCALED    
 EG1014* NAVD 88     -       155.773  (meters)     511.07   (feet)  ADJUSTED  
 EG1014  ___________________________________________________________________
 EG1014  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1014  DYNAMIC HT  -         155.621 (meters)     510.57  (feet)  COMP
 EG1014  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 EG1014
 EG1014  VERT ORDER  -  SECOND    CLASS 0
 EG1014
 EG1014.The horizontal coordinates were scaled from a topographic map and have
 EG1014.an estimated accuracy of +/- 6 seconds.
 EG1014
 EG1014.The orthometric height was determined by differential leveling
 EG1014.and adjusted in June 1991.
 EG1014
 EG1014.The geoid height was determined by GEOID03.
 EG1014
 EG1014.The dynamic height is computed by dividing the NAVD 88
 EG1014.geopotential number by the normal gravity value computed on the
 EG1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1014.degrees latitude (g = 980.6199 gals.).
 EG1014
 EG1014.The modeled gravity was interpolated from observed gravity values.
 EG1014
 EG1014;                    North         East    Units  Estimated Accuracy
 EG1014;SPC MS E     -   587,610.      240,060.      MT  (+/- 180 meters Scaled)
 EG1014
 EG1014                          SUPERSEDED SURVEY CONTROL
 EG1014
 EG1014  NGVD 29 (??/??/92)  155.713  (m)          510.87   (f) ADJ UNCH    2 0
 EG1014
 EG1014.Superseded values are not recommended for survey control.
 EG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1014.See file dsdata.txt to determine how the superseded data were derived.
 EG1014
 EG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD723534(NAD 83)
 EG1014_MARKER: DD = SURVEY DISK
 EG1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1014_STAMPING: 78V -105 1965
 EG1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1014+STABILITY: SURFACE MOTION
 EG1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1014+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 EG1014
 EG1014  HISTORY     - Date     Condition        Report By
 EG1014  HISTORY     - 1965     MONUMENTED       MSHD
 EG1014  HISTORY     - 1966     GOOD             MSHD
 EG1014  HISTORY     - 20030915 GOOD             USACE
 EG1014  HISTORY     - 20080430 MARK NOT FOUND   MSDOT
 EG1014
 EG1014                          STATION DESCRIPTION
 EG1014
 EG1014'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1014'3.40 MI NW FROM HOLLY SPRINGS.
 EG1014'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1014'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1014'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES,
 EG1014'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 2.63 MILES TO A ROADSIDE
 EG1014'PARK AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG1014'12 INCH ROUND, CONCRETE POST.  IT IS 50.9 FEET SOUTHWEST OF THE
 EG1014'CENTERLINE OF U.S. HIGHWAY 78, 23.9 FEET NORTH OF 18 INCH OAK TREE,
 EG1014'3.3 FEET SOUTHEAST OF A POWER POLE, 1.1 FEET SOUTHEAST OF A METAL
 EG1014'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS
 EG1014'3 INCHES.
 EG1014
 EG1014                          STATION RECOVERY (2003)
 EG1014
 EG1014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1014'RECOVERED IN GOOD CONDITION.
 EG1014
 EG1014                          STATION RECOVERY (2008)
 EG1014
 EG1014'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1014'STATION APPARENTLY DESTROYED BY NEW HIGHWAY INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1015 ***********************************************************************
 EG1015  DESIGNATION -  78 V 106
 EG1015  PID         -  EG1015
 EG1015  STATE/COUNTY-  MS/MARSHALL
 EG1015  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1015
 EG1015                         *CURRENT SURVEY CONTROL
 EG1015  ___________________________________________________________________
 EG1015* NAD 83(1986)-  34 48 12.     (N)    089 29 59.     (W)     SCALED    
 EG1015* NAVD 88     -       156.264  (meters)     512.68   (feet)  ADJUSTED  
 EG1015  ___________________________________________________________________
 EG1015  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1015  DYNAMIC HT  -         156.112 (meters)     512.18  (feet)  COMP
 EG1015  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 EG1015
 EG1015  VERT ORDER  -  SECOND    CLASS 0
 EG1015
 EG1015.The horizontal coordinates were scaled from a topographic map and have
 EG1015.an estimated accuracy of +/- 6 seconds.
 EG1015
 EG1015.The orthometric height was determined by differential leveling
 EG1015.and adjusted in June 1991.
 EG1015
 EG1015.The geoid height was determined by GEOID03.
 EG1015
 EG1015.The dynamic height is computed by dividing the NAVD 88
 EG1015.geopotential number by the normal gravity value computed on the
 EG1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1015.degrees latitude (g = 980.6199 gals.).
 EG1015
 EG1015.The modeled gravity was interpolated from observed gravity values.
 EG1015
 EG1015;                    North         East    Units  Estimated Accuracy
 EG1015;SPC MS E     -   588,260.      239,020.      MT  (+/- 180 meters Scaled)
 EG1015
 EG1015                          SUPERSEDED SURVEY CONTROL
 EG1015
 EG1015  NGVD 29 (??/??/92)  156.206  (m)          512.49   (f) ADJ UNCH    2 0
 EG1015
 EG1015.Superseded values are not recommended for survey control.
 EG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1015.See file dsdata.txt to determine how the superseded data were derived.
 EG1015
 EG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD713540(NAD 83)
 EG1015_MARKER: DD = SURVEY DISK
 EG1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1015_STAMPING: 78V-106 1965
 EG1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1015+STABILITY: SURFACE MOTION
 EG1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1015+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1015
 EG1015  HISTORY     - Date     Condition        Report By
 EG1015  HISTORY     - 1965     MONUMENTED       MSHD
 EG1015  HISTORY     - 1966     GOOD             MSHD
 EG1015  HISTORY     - 20030915 GOOD             USACE
 EG1015  HISTORY     - 20080430 GOOD             MSDOT
 EG1015
 EG1015                          STATION DESCRIPTION
 EG1015
 EG1015'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1015'4.35 MI NW FROM HOLLY SPRINGS.
 EG1015'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1015'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1015'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES,
 EG1015'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 3.58 MILES TO THE MARK ON
 EG1015'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG1015'CONCRETE POST.  IT IS 85.0 FEET NORTHWEST OF THE CENTERLINE OF A
 EG1015'DRIVEWAY LEADING TO A HOUSE, 43.4 FEET NORTHEAST OF THE CENTERLINE OF
 EG1015'U.S. HIGHWAY 78, 5.9 FEET SOUTH OF A FENCE, 1.1 FEET NORTHWEST OF A
 EG1015'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND
 EG1015'PROJECTS 3 INCHES.
 EG1015
 EG1015                          STATION RECOVERY (2003)
 EG1015
 EG1015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1015'RECOVERED IN GOOD CONDITION.
 EG1015
 EG1015                          STATION RECOVERY (2008)
 EG1015
 EG1015'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1015'THE STATION IS 4.5 FEET SOUTH OF A POWER POLE FLANKED BY TWO TELEPHONE
 EG1015'PEDESTALS, AND 2.0 FEET EAST OF A SINGLE TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1171 ***********************************************************************
 EG1171  DESIGNATION -  78 V 107
 EG1171  PID         -  EG1171
 EG1171  STATE/COUNTY-  MS/MARSHALL
 EG1171  USGS QUAD   -  RED BANKS (1971)
 EG1171
 EG1171                         *CURRENT SURVEY CONTROL
 EG1171  ___________________________________________________________________
 EG1171* NAD 83(1986)-  34 48 30.     (N)    089 30 39.     (W)     SCALED    
 EG1171* NAVD 88     -       156.134  (meters)     512.25   (feet)  ADJUSTED  
 EG1171  ___________________________________________________________________
 EG1171  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1171  DYNAMIC HT  -         155.983 (meters)     511.75  (feet)  COMP
 EG1171  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 EG1171
 EG1171  VERT ORDER  -  SECOND    CLASS 0
 EG1171
 EG1171.The horizontal coordinates were scaled from a topographic map and have
 EG1171.an estimated accuracy of +/- 6 seconds.
 EG1171
 EG1171.The orthometric height was determined by differential leveling
 EG1171.and adjusted in June 1991.
 EG1171
 EG1171.The geoid height was determined by GEOID03.
 EG1171
 EG1171.The dynamic height is computed by dividing the NAVD 88
 EG1171.geopotential number by the normal gravity value computed on the
 EG1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1171.degrees latitude (g = 980.6199 gals.).
 EG1171
 EG1171.The modeled gravity was interpolated from observed gravity values.
 EG1171
 EG1171;                    North         East    Units  Estimated Accuracy
 EG1171;SPC MS E     -   588,820.      238,010.      MT  (+/- 180 meters Scaled)
 EG1171
 EG1171                          SUPERSEDED SURVEY CONTROL
 EG1171
 EG1171  NGVD 29 (??/??/??)  156.08   (m)          512.1    (f) RESET       3  
 EG1171
 EG1171.Superseded values are not recommended for survey control.
 EG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1171.See file dsdata.txt to determine how the superseded data were derived.
 EG1171
 EG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD703546(NAD 83)
 EG1171_MARKER: DD = SURVEY DISK
 EG1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1171_STAMPING: 78V-107 1965
 EG1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1171+STABILITY: SURFACE MOTION
 EG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1171+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1171
 EG1171  HISTORY     - Date     Condition        Report By
 EG1171  HISTORY     - 1965     MONUMENTED       MSHD
 EG1171  HISTORY     - 1966     GOOD             MSHD
 EG1171  HISTORY     - 20031002 GOOD             USACE
 EG1171  HISTORY     - 20080430 GOOD             MSDOT
 EG1171
 EG1171                          STATION DESCRIPTION
 EG1171
 EG1171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1171'5.15 MI NW FROM HOLLY SPRINGS.
 EG1171'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1171'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1171'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES,
 EG1171'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 4.38 MILES TO A CROSSROADS
 EG1171'AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12
 EG1171'INCH ROUND CONCRETE POST.  IT IS 111.0 FEET SOUTHEAST OF CENTERLINE OF
 EG1171'A GRAVEL ROAD ON RIGHT, 52.1 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 EG1171'HIGHWAY 78, 5.0 FEET SOUTHEAST OF A POWER POLE, 1.2 FEET NORTHWEST OF
 EG1171'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 78, AND
 EG1171'PROJECTS 4 INCHES.
 EG1171
 EG1171                          STATION RECOVERY (2003)
 EG1171
 EG1171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1171'RECOVERED IN GOOD CONDITION.
 EG1171
 EG1171                          STATION RECOVERY (2008)
 EG1171
 EG1171'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1172 ***********************************************************************
 EG1172  DESIGNATION -  78 V 108
 EG1172  PID         -  EG1172
 EG1172  STATE/COUNTY-  MS/MARSHALL
 EG1172  USGS QUAD   -  RED BANKS (1971)
 EG1172
 EG1172                         *CURRENT SURVEY CONTROL
 EG1172  ___________________________________________________________________
 EG1172* NAD 83(1986)-  34 48 50.     (N)    089 31 22.     (W)     SCALED    
 EG1172* NAVD 88     -       153.109  (meters)     502.33   (feet)  ADJUSTED  
 EG1172  ___________________________________________________________________
 EG1172  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1172  DYNAMIC HT  -         152.961 (meters)     501.84  (feet)  COMP
 EG1172  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EG1172
 EG1172  VERT ORDER  -  SECOND    CLASS 0
 EG1172
 EG1172.The horizontal coordinates were scaled from a topographic map and have
 EG1172.an estimated accuracy of +/- 6 seconds.
 EG1172
 EG1172.The orthometric height was determined by differential leveling
 EG1172.and adjusted in June 1991.
 EG1172
 EG1172.The geoid height was determined by GEOID03.
 EG1172
 EG1172.The dynamic height is computed by dividing the NAVD 88
 EG1172.geopotential number by the normal gravity value computed on the
 EG1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1172.degrees latitude (g = 980.6199 gals.).
 EG1172
 EG1172.The modeled gravity was interpolated from observed gravity values.
 EG1172
 EG1172;                    North         East    Units  Estimated Accuracy
 EG1172;SPC MS E     -   589,440.      236,920.      MT  (+/- 180 meters Scaled)
 EG1172
 EG1172                          SUPERSEDED SURVEY CONTROL
 EG1172
 EG1172  NGVD 29 (??/??/??)  153.06   (m)          502.2    (f) RESET       3  
 EG1172
 EG1172.Superseded values are not recommended for survey control.
 EG1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1172.See file dsdata.txt to determine how the superseded data were derived.
 EG1172
 EG1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD692553(NAD 83)
 EG1172_MARKER: DD = SURVEY DISK
 EG1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1172_STAMPING: 78V-108 1965
 EG1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1172+STABILITY: SURFACE MOTION
 EG1172
 EG1172  HISTORY     - Date     Condition        Report By
 EG1172  HISTORY     - 1965     MONUMENTED       MSHD
 EG1172  HISTORY     - 1966     GOOD             MSHD
 EG1172  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1172  HISTORY     - 20080430 MARK NOT FOUND   MSDOT
 EG1172
 EG1172                          STATION DESCRIPTION
 EG1172
 EG1172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1172'6.08 MI NW FROM HOLLY SPRINGS.
 EG1172'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1172'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1172'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES,
 EG1172'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 5.31 MILES TO THE MARK ON
 EG1172'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG1172'CONCRETE POST.  IT IS 25.0 FEET SOUTHEAST OF CENTERLINE OF DRIVEWAY
 EG1172'LEADING TO A HOUSE, 38.4 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 EG1172'HIGHWAY 78, 6.9 FEET NORTHEAST OF A FENCE, 3.8 FEET SOUTHEAST OF A
 EG1172'POWER POLE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW
 EG1172'THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG1172
 EG1172                          STATION RECOVERY (2003)
 EG1172
 EG1172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1172'MARK NOT FOUND.
 EG1172
 EG1172                          STATION RECOVERY (2008)
 EG1172
 EG1172'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1177 ***********************************************************************
 EG1177  DESIGNATION -  78 V 109
 EG1177  PID         -  EG1177
 EG1177  STATE/COUNTY-  MS/MARSHALL
 EG1177  USGS QUAD   -  RED BANKS (1971)
 EG1177
 EG1177                         *CURRENT SURVEY CONTROL
 EG1177  ___________________________________________________________________
 EG1177* NAD 83(1986)-  34 49 06.     (N)    089 32 09.     (W)     SCALED    
 EG1177* NAVD 88     -       156.225  (meters)     512.55   (feet)  ADJUSTED  
 EG1177  ___________________________________________________________________
 EG1177  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1177  DYNAMIC HT  -         156.074 (meters)     512.05  (feet)  COMP
 EG1177  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EG1177
 EG1177  VERT ORDER  -  SECOND    CLASS 0
 EG1177
 EG1177.The horizontal coordinates were scaled from a topographic map and have
 EG1177.an estimated accuracy of +/- 6 seconds.
 EG1177
 EG1177.The orthometric height was determined by differential leveling
 EG1177.and adjusted in June 1991.
 EG1177
 EG1177.The geoid height was determined by GEOID03.
 EG1177
 EG1177.The dynamic height is computed by dividing the NAVD 88
 EG1177.geopotential number by the normal gravity value computed on the
 EG1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1177.degrees latitude (g = 980.6199 gals.).
 EG1177
 EG1177.The modeled gravity was interpolated from observed gravity values.
 EG1177
 EG1177;                    North         East    Units  Estimated Accuracy
 EG1177;SPC MS E     -   589,950.      235,730.      MT  (+/- 180 meters Scaled)
 EG1177
 EG1177                          SUPERSEDED SURVEY CONTROL
 EG1177
 EG1177  NGVD 29 (??/??/??)  156.18   (m)          512.4    (f) RESET       3  
 EG1177
 EG1177.Superseded values are not recommended for survey control.
 EG1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1177.See file dsdata.txt to determine how the superseded data were derived.
 EG1177
 EG1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD680558(NAD 83)
 EG1177_MARKER: DD = SURVEY DISK
 EG1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1177_STAMPING: 78 V - 109 1965
 EG1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1177+STABILITY: SURFACE MOTION
 EG1177
 EG1177  HISTORY     - Date     Condition        Report By
 EG1177  HISTORY     - 1965     MONUMENTED       MSHD
 EG1177  HISTORY     - 1966     GOOD             MSHD
 EG1177  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1177
 EG1177                          STATION DESCRIPTION
 EG1177
 EG1177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1177'6.85 MI NW FROM HOLLY SPRINGS.
 EG1177'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1177'NORTHWEST ON HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF U.S.
 EG1177'HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES,
 EG1177'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 6.08 MILES TO THE MARK ON
 EG1177'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG1177'CONCRETE POST.  IT IS 47.4 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 EG1177'HIGHWAY 78, 56.8 FEET NORTHWEST OF STATION MAHON AZIMUTH MARK, 2.5
 EG1177'FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST,
 EG1177'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1177
 EG1177                          STATION RECOVERY (2003)
 EG1177
 EG1177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0291 ***********************************************************************
 EG0291  DESIGNATION -  78 V 11
 EG0291  PID         -  EG0291
 EG0291  STATE/COUNTY-  MS/ITAWAMBA
 EG0291  USGS QUAD   -  FULTON SE (1965)
 EG0291
 EG0291                         *CURRENT SURVEY CONTROL
 EG0291  ___________________________________________________________________
 EG0291* NAD 83(1986)-  34 16 23.     (N)    088 20 33.     (W)     SCALED    
 EG0291* NAVD 88     -       147.338  (meters)     483.39   (feet)  ADJUSTED  
 EG0291  ___________________________________________________________________
 EG0291  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0291  DYNAMIC HT  -         147.190 (meters)     482.91  (feet)  COMP
 EG0291  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 EG0291
 EG0291  VERT ORDER  -  SECOND    CLASS 0
 EG0291
 EG0291.The horizontal coordinates were scaled from a topographic map and have
 EG0291.an estimated accuracy of +/- 6 seconds.
 EG0291
 EG0291.The orthometric height was determined by differential leveling
 EG0291.and adjusted in June 1991.
 EG0291
 EG0291.The geoid height was determined by GEOID03.
 EG0291
 EG0291.The dynamic height is computed by dividing the NAVD 88
 EG0291.geopotential number by the normal gravity value computed on the
 EG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0291.degrees latitude (g = 980.6199 gals.).
 EG0291
 EG0291.The modeled gravity was interpolated from observed gravity values.
 EG0291
 EG0291;                    North         East    Units  Estimated Accuracy
 EG0291;SPC MS E     -   529,340.      345,200.      MT  (+/- 180 meters Scaled)
 EG0291
 EG0291                          SUPERSEDED SURVEY CONTROL
 EG0291
 EG0291  NGVD 29 (??/??/92)  147.279  (m)          483.20   (f) ADJ UNCH    2 0
 EG0291
 EG0291.Superseded values are not recommended for survey control.
 EG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0291.See file dsdata.txt to determine how the superseded data were derived.
 EG0291
 EG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC764932(NAD 83)
 EG0291_MARKER: DD = SURVEY DISK
 EG0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0291_STAMPING: 78V-11 1965
 EG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0291+STABILITY: SURFACE MOTION
 EG0291
 EG0291  HISTORY     - Date     Condition        Report By
 EG0291  HISTORY     - 1965     MONUMENTED       MSHD
 EG0291  HISTORY     - 1978     GOOD             MSHD
 EG0291
 EG0291                          STATION DESCRIPTION
 EG0291
 EG0291'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0291'3.95 MI E FROM FULTON.
 EG0291'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO EAST ON U.
 EG0291'S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25
 EG0291'LEADING NORTH.  CONTINUE EAST ON HIGHWAY 78 FOR 1.55 MILES TO THE MARK
 EG0291'ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0291'CONCRETE POST.  IT IS 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EG0291'112 FEET EAST OF THE CROSSING OF THE HIGHWAY WITH A GRAVEL ROAD, 3
 EG0291'FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER, 1 FOOT NORTHEAST OF
 EG0291'A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH
 EG0291'WITH THE GROUND.
 EG0291
 EG0291                          STATION RECOVERY (1978)
 EG0291
 EG0291'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0291'THE MARK IS LOCATED 4 MILES EAST OF FULTON ON THE NORTH RIGHT OF WAY
 EG0291'OF U.S. HIGHWAY 78, 5.4 MILES WEST-NORTHWEST OF TREMONT IN THE
 EG0291'NORTHEAST 1/4 OF SECTION 27, T 9S, R 9E. IT IS 116 FEET EAST OF THE
 EG0291'CENTER OF A DIAGONAL CROSSROAD, 50 FEET NORTHEAST OF THE CENTER OF
 EG0291'HIGHWAY 78, 83.5 FEET NORTHWEST OF THE SOUTHWEST POST OF A SIGN, 38
 EG0291'FEET SOUTHEAST OF A POWER POLE, 2 FEET EAST OF A METAL WITNESS POST
 EG0291'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL
 EG0291'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 EG0291'COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR 4.05 MILES TO A
 EG0291'DIAGONAL CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1178 ***********************************************************************
 EG1178  DESIGNATION -  78 V 110
 EG1178  PID         -  EG1178
 EG1178  STATE/COUNTY-  MS/MARSHALL
 EG1178  USGS QUAD   -  RED BANKS (1971)
 EG1178
 EG1178                         *CURRENT SURVEY CONTROL
 EG1178  ___________________________________________________________________
 EG1178* NAD 83(1986)-  34 49 25.     (N)    089 33 03.     (W)     SCALED    
 EG1178* NAVD 88     -       154.226  (meters)     505.99   (feet)  ADJUSTED  
 EG1178  ___________________________________________________________________
 EG1178  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1178  DYNAMIC HT  -         154.077 (meters)     505.50  (feet)  COMP
 EG1178  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EG1178
 EG1178  VERT ORDER  -  SECOND    CLASS 0
 EG1178
 EG1178.The horizontal coordinates were scaled from a topographic map and have
 EG1178.an estimated accuracy of +/- 6 seconds.
 EG1178
 EG1178.The orthometric height was determined by differential leveling
 EG1178.and adjusted in June 1991.
 EG1178
 EG1178.The geoid height was determined by GEOID03.
 EG1178
 EG1178.The dynamic height is computed by dividing the NAVD 88
 EG1178.geopotential number by the normal gravity value computed on the
 EG1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1178.degrees latitude (g = 980.6199 gals.).
 EG1178
 EG1178.The modeled gravity was interpolated from observed gravity values.
 EG1178
 EG1178;                    North         East    Units  Estimated Accuracy
 EG1178;SPC MS E     -   590,540.      234,360.      MT  (+/- 180 meters Scaled)
 EG1178
 EG1178                          SUPERSEDED SURVEY CONTROL
 EG1178
 EG1178  NGVD 29 (??/??/??)  154.18   (m)          505.8    (f) RESET       3  
 EG1178
 EG1178.Superseded values are not recommended for survey control.
 EG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1178.See file dsdata.txt to determine how the superseded data were derived.
 EG1178
 EG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD667564(NAD 83)
 EG1178_MARKER: DD = SURVEY DISK
 EG1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1178_STAMPING: 78V-110 1965
 EG1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1178+STABILITY: SURFACE MOTION
 EG1178
 EG1178  HISTORY     - Date     Condition        Report By
 EG1178  HISTORY     - 1965     MONUMENTED       MSHD
 EG1178  HISTORY     - 1966     GOOD             MSHD
 EG1178  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1178
 EG1178                          STATION DESCRIPTION
 EG1178
 EG1178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1178'7.85 MI NW FROM HOLLY SPRINGS.
 EG1178'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1178'NORTHWEST ON HIGHWAY 78 FOR 0.77 MILE TO THE INTERSECTION OF HIGHWAYS
 EG1178'78 AND 7 AND THE MISSISSIPPI TRUCK SCALES, CONTINUE NORTHWEST ON
 EG1178'HIGHWAY 78 FOR 7.08 MILES AND THE MARK ON THE LEFT.  THE MARK IS A
 EG1178'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 46.2 FEET
 EG1178'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 3.7 FEET NORTHEAST OF A
 EG1178'FENCE, 3.7 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTHEAST OF A METAL
 EG1178'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1178
 EG1178                          STATION RECOVERY (2003)
 EG1178
 EG1178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1179 ***********************************************************************
 EG1179  DESIGNATION -  78 V 111
 EG1179  PID         -  EG1179
 EG1179  STATE/COUNTY-  MS/MARSHALL
 EG1179  USGS QUAD   -  RED BANKS (1971)
 EG1179
 EG1179                         *CURRENT SURVEY CONTROL
 EG1179  ___________________________________________________________________
 EG1179* NAD 83(1986)-  34 49 42.     (N)    089 33 51.     (W)     SCALED    
 EG1179* NAVD 88     -       137.097  (meters)     449.79   (feet)  ADJUSTED  
 EG1179  ___________________________________________________________________
 EG1179  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1179  DYNAMIC HT  -         136.964 (meters)     449.36  (feet)  COMP
 EG1179  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EG1179
 EG1179  VERT ORDER  -  SECOND    CLASS 0
 EG1179
 EG1179.The horizontal coordinates were scaled from a topographic map and have
 EG1179.an estimated accuracy of +/- 6 seconds.
 EG1179
 EG1179.The orthometric height was determined by differential leveling
 EG1179.and adjusted in June 1991.
 EG1179
 EG1179.The geoid height was determined by GEOID03.
 EG1179
 EG1179.The dynamic height is computed by dividing the NAVD 88
 EG1179.geopotential number by the normal gravity value computed on the
 EG1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1179.degrees latitude (g = 980.6199 gals.).
 EG1179
 EG1179.The modeled gravity was interpolated from observed gravity values.
 EG1179
 EG1179;                    North         East    Units  Estimated Accuracy
 EG1179;SPC MS E     -   591,070.      233,150.      MT  (+/- 180 meters Scaled)
 EG1179
 EG1179                          SUPERSEDED SURVEY CONTROL
 EG1179
 EG1179  NGVD 29 (??/??/??)  137.05   (m)          449.6    (f) RESET       3  
 EG1179
 EG1179.Superseded values are not recommended for survey control.
 EG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1179.See file dsdata.txt to determine how the superseded data were derived.
 EG1179
 EG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD655570(NAD 83)
 EG1179_MARKER: DD = SURVEY DISK
 EG1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1179_STAMPING: 78 V - 111 1965
 EG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1179+STABILITY: SURFACE MOTION
 EG1179
 EG1179  HISTORY     - Date     Condition        Report By
 EG1179  HISTORY     - 1965     MONUMENTED       MSHD
 EG1179  HISTORY     - 1966     GOOD             MSHD
 EG1179  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1179
 EG1179                          STATION DESCRIPTION
 EG1179
 EG1179'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1179'8.73 MI NW FROM HOLLY SPRINGS.
 EG1179'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1179'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF
 EG1179'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES,
 EG1179'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 7.96 MILES TO A ROAD RIGHT
 EG1179'OF BERRY GROCERY AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 EG1179'THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 51.5 FEET NORTHEAST
 EG1179'OF THE CENTERLINE OF U.S. HIGHWAY 78, 45.6 FEET SOUTHEAST OF THE
 EG1179'CENTERLINE OF A PAVED ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS
 EG1179'POST, AND 1 FOOT BELOW THE LEVEL OF U.S. HIGHWAY 78.
 EG1179
 EG1179                          STATION RECOVERY (2003)
 EG1179
 EG1179'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1180 ***********************************************************************
 EG1180  DESIGNATION -  78 V 112
 EG1180  PID         -  EG1180
 EG1180  STATE/COUNTY-  MS/MARSHALL
 EG1180  USGS QUAD   -  RED BANKS (1971)
 EG1180
 EG1180                         *CURRENT SURVEY CONTROL
 EG1180  ___________________________________________________________________
 EG1180* NAD 83(1986)-  34 49 58.     (N)    089 34 38.     (W)     SCALED    
 EG1180* NAVD 88     -       144.064  (meters)     472.65   (feet)  ADJUSTED  
 EG1180  ___________________________________________________________________
 EG1180  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1180  DYNAMIC HT  -         143.925 (meters)     472.19  (feet)  COMP
 EG1180  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 EG1180
 EG1180  VERT ORDER  -  SECOND    CLASS 0
 EG1180
 EG1180.The horizontal coordinates were scaled from a topographic map and have
 EG1180.an estimated accuracy of +/- 6 seconds.
 EG1180
 EG1180.The orthometric height was determined by differential leveling
 EG1180.and adjusted in June 1991.
 EG1180
 EG1180.The geoid height was determined by GEOID03.
 EG1180
 EG1180.The dynamic height is computed by dividing the NAVD 88
 EG1180.geopotential number by the normal gravity value computed on the
 EG1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1180.degrees latitude (g = 980.6199 gals.).
 EG1180
 EG1180.The modeled gravity was interpolated from observed gravity values.
 EG1180
 EG1180;                    North         East    Units  Estimated Accuracy
 EG1180;SPC MS E     -   591,580.      231,960.      MT  (+/- 180 meters Scaled)
 EG1180
 EG1180                          SUPERSEDED SURVEY CONTROL
 EG1180
 EG1180  NGVD 29 (??/??/??)  144.02   (m)          472.5    (f) RESET       3  
 EG1180
 EG1180.Superseded values are not recommended for survey control.
 EG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1180.See file dsdata.txt to determine how the superseded data were derived.
 EG1180
 EG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD643575(NAD 83)
 EG1180_MARKER: DD = SURVEY DISK
 EG1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1180_STAMPING: 78V-112 1965
 EG1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1180+STABILITY: SURFACE MOTION
 EG1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1180+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 EG1180
 EG1180  HISTORY     - Date     Condition        Report By
 EG1180  HISTORY     - 1965     MONUMENTED       MSHD
 EG1180  HISTORY     - 1966     GOOD             MSHD
 EG1180  HISTORY     - 20031002 GOOD             USACE
 EG1180
 EG1180                          STATION DESCRIPTION
 EG1180
 EG1180'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1180'7.40 MI SE FROM BYHALIA.
 EG1180'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1180'FOR 0.1 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR
 EG1180'7.30 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG1180'OF A 12 INCH ROUND, CONCRETE POST.  IT IS 45.8 FEET NORTHEAST OF THE
 EG1180'CENTERLINE OF HIGHWAY 78, 3.9 FEET SOUTH OF A 21 INCH PINE, 1.4 FOOT
 EG1180'NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY
 EG1180'78, AND PROJECTS 4 INCHES.
 EG1180
 EG1180                          STATION RECOVERY (2003)
 EG1180
 EG1180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1180'MARK IS 20.5 FT NORTH OF HWY. RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1185 ***********************************************************************
 EG1185  DESIGNATION -  78 V 113
 EG1185  PID         -  EG1185
 EG1185  STATE/COUNTY-  MS/MARSHALL
 EG1185  USGS QUAD   -  RED BANKS (1971)
 EG1185
 EG1185                         *CURRENT SURVEY CONTROL
 EG1185  ___________________________________________________________________
 EG1185* NAD 83(1986)-  34 50 39.     (N)    089 36 40.     (W)     SCALED    
 EG1185* NAVD 88     -       141.302  (meters)     463.59   (feet)  ADJUSTED  
 EG1185  ___________________________________________________________________
 EG1185  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1185  DYNAMIC HT  -         141.167 (meters)     463.15  (feet)  COMP
 EG1185  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 EG1185
 EG1185  VERT ORDER  -  SECOND    CLASS 0
 EG1185
 EG1185.The horizontal coordinates were scaled from a topographic map and have
 EG1185.an estimated accuracy of +/- 6 seconds.
 EG1185
 EG1185.The orthometric height was determined by differential leveling
 EG1185.and adjusted in June 1991.
 EG1185
 EG1185.The geoid height was determined by GEOID03.
 EG1185
 EG1185.The dynamic height is computed by dividing the NAVD 88
 EG1185.geopotential number by the normal gravity value computed on the
 EG1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1185.degrees latitude (g = 980.6199 gals.).
 EG1185
 EG1185.The modeled gravity was interpolated from observed gravity values.
 EG1185
 EG1185;                    North         East    Units  Estimated Accuracy
 EG1185;SPC MS E     -   592,860.      228,870.      MT  (+/- 180 meters Scaled)
 EG1185
 EG1185                          SUPERSEDED SURVEY CONTROL
 EG1185
 EG1185  NGVD 29 (??/??/??)  141.26   (m)          463.5    (f) RESET       3  
 EG1185
 EG1185.Superseded values are not recommended for survey control.
 EG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1185.See file dsdata.txt to determine how the superseded data were derived.
 EG1185
 EG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD612588(NAD 83)
 EG1185_MARKER: DD = SURVEY DISK
 EG1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1185_STAMPING: 78V-113 1965
 EG1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1185+STABILITY: SURFACE MOTION
 EG1185
 EG1185  HISTORY     - Date     Condition        Report By
 EG1185  HISTORY     - 1965     MONUMENTED       MSHD
 EG1185  HISTORY     - 1966     GOOD             MSHD
 EG1185  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1185
 EG1185                          STATION DESCRIPTION
 EG1185
 EG1185'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1185'5.10 MI SE FROM BYHALIA.
 EG1185'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1185'FOR 0.10 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR
 EG1185'5.10 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG1185'OF A 12 INCH ROUND CONCRETE POST.  IT IS 46.4 FEET NORTHEAST OF THE
 EG1185'CENTERLINE OF HIGHWAY 78, 45.9 FEET SOUTHEAST OF CENTERLINE OF A
 EG1185'DRIVEWAY LEADING TO A BRICK HOUSE, 4.8 FEET SOUTH OF A FENCE CORNER,
 EG1185'3.0 FEET SOUTH OF A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS
 EG1185'POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1185
 EG1185                          STATION RECOVERY (2003)
 EG1185
 EG1185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1186 ***********************************************************************
 EG1186  DESIGNATION -  78 V 114
 EG1186  PID         -  EG1186
 EG1186  STATE/COUNTY-  MS/MARSHALL
 EG1186  USGS QUAD   -  BYHALIA (1971)
 EG1186
 EG1186                         *CURRENT SURVEY CONTROL
 EG1186  ___________________________________________________________________
 EG1186* NAD 83(1986)-  34 50 54.     (N)    089 37 34.     (W)     SCALED    
 EG1186* NAVD 88     -       118.639  (meters)     389.23   (feet)  ADJUSTED  
 EG1186  ___________________________________________________________________
 EG1186  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1186  DYNAMIC HT  -         118.525 (meters)     388.86  (feet)  COMP
 EG1186  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EG1186
 EG1186  VERT ORDER  -  SECOND    CLASS 0
 EG1186
 EG1186.The horizontal coordinates were scaled from a topographic map and have
 EG1186.an estimated accuracy of +/- 6 seconds.
 EG1186
 EG1186.The orthometric height was determined by differential leveling
 EG1186.and adjusted in June 1991.
 EG1186
 EG1186.The geoid height was determined by GEOID03.
 EG1186
 EG1186.The dynamic height is computed by dividing the NAVD 88
 EG1186.geopotential number by the normal gravity value computed on the
 EG1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1186.degrees latitude (g = 980.6199 gals.).
 EG1186
 EG1186.The modeled gravity was interpolated from observed gravity values.
 EG1186
 EG1186;                    North         East    Units  Estimated Accuracy
 EG1186;SPC MS E     -   593,340.      227,500.      MT  (+/- 180 meters Scaled)
 EG1186
 EG1186                          SUPERSEDED SURVEY CONTROL
 EG1186
 EG1186  NGVD 29 (??/??/??)  118.60   (m)          389.1    (f) RESET       3  
 EG1186
 EG1186.Superseded values are not recommended for survey control.
 EG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1186.See file dsdata.txt to determine how the superseded data were derived.
 EG1186
 EG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD598593(NAD 83)
 EG1186_MARKER: DD = SURVEY DISK
 EG1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1186_STAMPING: 78V-114 1965
 EG1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1186+STABILITY: SURFACE MOTION
 EG1186
 EG1186  HISTORY     - Date     Condition        Report By
 EG1186  HISTORY     - 1965     MONUMENTED       MSHD
 EG1186  HISTORY     - 1966     GOOD             MSHD
 EG1186  HISTORY     - 20031001 MARK NOT FOUND   USACE
 EG1186
 EG1186                          STATION DESCRIPTION
 EG1186
 EG1186'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1186'4.25 MI SE FROM BYHALIA.
 EG1186'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1186'FOR 0.10 MILES TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR
 EG1186'4.15 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG1186'TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 56.5 FEET SOUTHWEST OF
 EG1186'THE CENTERLINE OF HIGHWAY 78, 19.0 FEET SOUTHEAST OF THE CENTERLINE OF
 EG1186'A RAMP, 1.3 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL
 EG1186'WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 3
 EG1186'INCHES.
 EG1186
 EG1186                          STATION RECOVERY (2003)
 EG1186
 EG1186'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1187 ***********************************************************************
 EG1187  DESIGNATION -  78 V 115
 EG1187  PID         -  EG1187
 EG1187  STATE/COUNTY-  MS/MARSHALL
 EG1187  USGS QUAD   -  BYHALIA (1971)
 EG1187
 EG1187                         *CURRENT SURVEY CONTROL
 EG1187  ___________________________________________________________________
 EG1187* NAD 83(1986)-  34 51 14.     (N)    089 38 20.     (W)     SCALED    
 EG1187* NAVD 88     -       120.812  (meters)     396.36   (feet)  ADJUSTED  
 EG1187  ___________________________________________________________________
 EG1187  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1187  DYNAMIC HT  -         120.697 (meters)     395.99  (feet)  COMP
 EG1187  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EG1187
 EG1187  VERT ORDER  -  SECOND    CLASS 0
 EG1187
 EG1187.The horizontal coordinates were scaled from a topographic map and have
 EG1187.an estimated accuracy of +/- 6 seconds.
 EG1187
 EG1187.The orthometric height was determined by differential leveling
 EG1187.and adjusted in June 1991.
 EG1187
 EG1187.The geoid height was determined by GEOID03.
 EG1187
 EG1187.The dynamic height is computed by dividing the NAVD 88
 EG1187.geopotential number by the normal gravity value computed on the
 EG1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1187.degrees latitude (g = 980.6199 gals.).
 EG1187
 EG1187.The modeled gravity was interpolated from observed gravity values.
 EG1187
 EG1187;                    North         East    Units  Estimated Accuracy
 EG1187;SPC MS E     -   593,960.      226,340.      MT  (+/- 180 meters Scaled)
 EG1187
 EG1187                          SUPERSEDED SURVEY CONTROL
 EG1187
 EG1187  NGVD 29 (??/??/??)  120.77   (m)          396.2    (f) RESET       3  
 EG1187
 EG1187.Superseded values are not recommended for survey control.
 EG1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1187.See file dsdata.txt to determine how the superseded data were derived.
 EG1187
 EG1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD587600(NAD 83)
 EG1187_MARKER: DD = SURVEY DISK
 EG1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1187_STAMPING: 78V-115 1965
 EG1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1187+STABILITY: SURFACE MOTION
 EG1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1187+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 EG1187
 EG1187  HISTORY     - Date     Condition        Report By
 EG1187  HISTORY     - 1965     MONUMENTED       MSHD
 EG1187  HISTORY     - 1966     GOOD             MSHD
 EG1187  HISTORY     - 20031001 GOOD             USACE
 EG1187
 EG1187                          STATION DESCRIPTION
 EG1187
 EG1187'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1187'3.35 MI SE FROM BYHALIA.
 EG1187'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1187'FOR 0.1 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR
 EG1187'3.25 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG1187'OF A 12 INCH ROUND CONCRETE POST.  IT IS 46.2 FEET NORTHEAST OF THE
 EG1187'CENTERLINE OF HIGHWAY 78, 2.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 1.2
 EG1187'FEET NORTHWEST OF A METAL WITNESS POST, 115.0 FEET SOUTHEAST OF A
 EG1187'TELEPHONE POLE, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG1187
 EG1187                          STATION RECOVERY (2003)
 EG1187
 EG1187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1188 ***********************************************************************
 EG1188  DESIGNATION -  78 V 116
 EG1188  PID         -  EG1188
 EG1188  STATE/COUNTY-  MS/MARSHALL
 EG1188  USGS QUAD   -  BYHALIA (1971)
 EG1188
 EG1188                         *CURRENT SURVEY CONTROL
 EG1188  ___________________________________________________________________
 EG1188* NAD 83(1986)-  34 51 37.     (N)    089 39 10.     (W)     SCALED    
 EG1188* NAVD 88     -       120.976  (meters)     396.90   (feet)  ADJUSTED  
 EG1188  ___________________________________________________________________
 EG1188  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1188  DYNAMIC HT  -         120.860 (meters)     396.52  (feet)  COMP
 EG1188  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EG1188
 EG1188  VERT ORDER  -  SECOND    CLASS 0
 EG1188
 EG1188.The horizontal coordinates were scaled from a topographic map and have
 EG1188.an estimated accuracy of +/- 6 seconds.
 EG1188
 EG1188.The orthometric height was determined by differential leveling
 EG1188.and adjusted in June 1991.
 EG1188
 EG1188.The geoid height was determined by GEOID03.
 EG1188
 EG1188.The dynamic height is computed by dividing the NAVD 88
 EG1188.geopotential number by the normal gravity value computed on the
 EG1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1188.degrees latitude (g = 980.6199 gals.).
 EG1188
 EG1188.The modeled gravity was interpolated from observed gravity values.
 EG1188
 EG1188;                    North         East    Units  Estimated Accuracy
 EG1188;SPC MS E     -   594,680.      225,070.      MT  (+/- 180 meters Scaled)
 EG1188
 EG1188                          SUPERSEDED SURVEY CONTROL
 EG1188
 EG1188  NGVD 29 (??/??/??)  120.93   (m)          396.8    (f) RESET       3  
 EG1188
 EG1188.Superseded values are not recommended for survey control.
 EG1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1188.See file dsdata.txt to determine how the superseded data were derived.
 EG1188
 EG1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD574607(NAD 83)
 EG1188_MARKER: DD = SURVEY DISK
 EG1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1188_STAMPING: 78V-116 1965
 EG1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1188+STABILITY: SURFACE MOTION
 EG1188
 EG1188  HISTORY     - Date     Condition        Report By
 EG1188  HISTORY     - 1965     MONUMENTED       MSHD
 EG1188  HISTORY     - 1966     GOOD             MSHD
 EG1188  HISTORY     - 20031001 MARK NOT FOUND   USACE
 EG1188
 EG1188                          STATION DESCRIPTION
 EG1188
 EG1188'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1188'2.25 MI SE FROM BYHALIA.
 EG1188'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1188'FOR 0.10 MILE TO HIGHWAY 78, TURN SOUTHEAST ON HIGHWAY 78 FOR 2.25
 EG1188'MILES TO A CROSSROAD AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET
 EG1188'IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 59.7 FEET
 EG1188'NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 10 FEET NORTHEAST OF
 EG1188'CENTERLINE OF A SOUTHEAST AND NORTHWEST GRAVEL ROAD, 3.0 FEET EAST OF
 EG1188'A RIGHT-OF-WAY MARKER, 1.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET
 EG1188'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND
 EG1188'PROJECTS 4 INCHES.
 EG1188
 EG1188                          STATION RECOVERY (2003)
 EG1188
 EG1188'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1189 ***********************************************************************
 EG1189  DESIGNATION -  78 V 117
 EG1189  PID         -  EG1189
 EG1189  STATE/COUNTY-  MS/MARSHALL
 EG1189  USGS QUAD   -  BYHALIA (1971)
 EG1189
 EG1189                         *CURRENT SURVEY CONTROL
 EG1189  ___________________________________________________________________
 EG1189* NAD 83(1986)-  34 52 05.     (N)    089 40 04.     (W)     SCALED    
 EG1189* NAVD 88     -       106.156  (meters)     348.28   (feet)  ADJUSTED  
 EG1189  ___________________________________________________________________
 EG1189  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1189  DYNAMIC HT  -         106.054 (meters)     347.95  (feet)  COMP
 EG1189  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 EG1189
 EG1189  VERT ORDER  -  SECOND    CLASS 0
 EG1189
 EG1189.The horizontal coordinates were scaled from a topographic map and have
 EG1189.an estimated accuracy of +/- 6 seconds.
 EG1189
 EG1189.The orthometric height was determined by differential leveling
 EG1189.and adjusted in June 1991.
 EG1189
 EG1189.The geoid height was determined by GEOID03.
 EG1189
 EG1189.The dynamic height is computed by dividing the NAVD 88
 EG1189.geopotential number by the normal gravity value computed on the
 EG1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1189.degrees latitude (g = 980.6199 gals.).
 EG1189
 EG1189.The modeled gravity was interpolated from observed gravity values.
 EG1189
 EG1189;                    North         East    Units  Estimated Accuracy
 EG1189;SPC MS E     -   595,550.      223,710.      MT  (+/- 180 meters Scaled)
 EG1189
 EG1189                          SUPERSEDED SURVEY CONTROL
 EG1189
 EG1189  NGVD 29 (??/??/??)  106.11   (m)          348.1    (f) RESET       3  
 EG1189
 EG1189.Superseded values are not recommended for survey control.
 EG1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1189.See file dsdata.txt to determine how the superseded data were derived.
 EG1189
 EG1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD561616(NAD 83)
 EG1189_MARKER: DD = SURVEY DISK
 EG1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1189_STAMPING: 78V-117 1965
 EG1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1189+STABILITY: SURFACE MOTION
 EG1189
 EG1189  HISTORY     - Date     Condition        Report By
 EG1189  HISTORY     - 1965     MONUMENTED       MSHD
 EG1189  HISTORY     - 1966     GOOD             MSHD
 EG1189  HISTORY     - 20031001 MARK NOT FOUND   USACE
 EG1189
 EG1189                          STATION DESCRIPTION
 EG1189
 EG1189'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1189'1.35 MI SE FROM BYHALIA.
 EG1189'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1189'FOR 0.10 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR
 EG1189'1.25 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG1189'OF A 12 INCH ROUND CONCRETE POST.  IT IS 57.9 FEET NORTHEAST OF
 EG1189'HIGHWAY 78, 14.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1.1 FEET
 EG1189'NORTHWEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF HIGHWAY
 EG1189'78, AND PROJECTS 4 INCHES.
 EG1189
 EG1189                          STATION RECOVERY (2003)
 EG1189
 EG1189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1190 ***********************************************************************
 EG1190  DESIGNATION -  78 V 118
 EG1190  PID         -  EG1190
 EG1190  STATE/COUNTY-  MS/MARSHALL
 EG1190  USGS QUAD   -  BYHALIA (1971)
 EG1190
 EG1190                         *CURRENT SURVEY CONTROL
 EG1190  ___________________________________________________________________
 EG1190* NAD 83(1986)-  34 52 14.     (N)    089 40 37.     (W)     SCALED    
 EG1190* NAVD 88     -       102.228  (meters)     335.39   (feet)  ADJUSTED  
 EG1190  ___________________________________________________________________
 EG1190  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1190  DYNAMIC HT  -         102.131 (meters)     335.07  (feet)  COMP
 EG1190  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 EG1190
 EG1190  VERT ORDER  -  SECOND    CLASS 0
 EG1190
 EG1190.The horizontal coordinates were scaled from a topographic map and have
 EG1190.an estimated accuracy of +/- 6 seconds.
 EG1190
 EG1190.The orthometric height was determined by differential leveling
 EG1190.and adjusted in June 1991.
 EG1190
 EG1190.The geoid height was determined by GEOID03.
 EG1190
 EG1190.The dynamic height is computed by dividing the NAVD 88
 EG1190.geopotential number by the normal gravity value computed on the
 EG1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1190.degrees latitude (g = 980.6199 gals.).
 EG1190
 EG1190.The modeled gravity was interpolated from observed gravity values.
 EG1190
 EG1190;                    North         East    Units  Estimated Accuracy
 EG1190;SPC MS E     -   595,840.      222,870.      MT  (+/- 180 meters Scaled)
 EG1190
 EG1190                          SUPERSEDED SURVEY CONTROL
 EG1190
 EG1190  NGVD 29 (??/??/??)  102.19   (m)          335.3    (f) RESET       3  
 EG1190
 EG1190.Superseded values are not recommended for survey control.
 EG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1190.See file dsdata.txt to determine how the superseded data were derived.
 EG1190
 EG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD553619(NAD 83)
 EG1190_MARKER: DD = SURVEY DISK
 EG1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1190_STAMPING: 78V-118 1965
 EG1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1190+STABILITY: SURFACE MOTION
 EG1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1190+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 EG1190
 EG1190  HISTORY     - Date     Condition        Report By
 EG1190  HISTORY     - 1965     MONUMENTED       MSHD
 EG1190  HISTORY     - 1966     GOOD             MSHD
 EG1190  HISTORY     - 20031001 GOOD             USACE
 EG1190
 EG1190                          STATION DESCRIPTION
 EG1190
 EG1190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1190'0.80 MI SE FROM BYHALIA.
 EG1190'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1190'FOR 0.10 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR
 EG1190'0.70 MILE TO A CONCRETE BRIDGE AND THE MARK.  THE MARK IS A DISK SET
 EG1190'IN CEMENT IN A DRILLED HOLE, 13.9 FEET SOUTHWEST OF THE CENTERLINE OF
 EG1190'HIGHWAY 78, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT
 EG1190'LEVEL WITH HIGHWAY 78.
 EG1190
 EG1190                          STATION RECOVERY (2003)
 EG1190
 EG1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1191 ***********************************************************************
 EG1191  DESIGNATION -  78 V 119
 EG1191  PID         -  EG1191
 EG1191  STATE/COUNTY-  MS/MARSHALL
 EG1191  USGS QUAD   -  BYHALIA (1971)
 EG1191
 EG1191                         *CURRENT SURVEY CONTROL
 EG1191  ___________________________________________________________________
 EG1191* NAD 83(1986)-  34 52 22.     (N)    089 41 50.     (W)     SCALED    
 EG1191* NAVD 88     -       122.951  (meters)     403.38   (feet)  ADJUSTED  
 EG1191  ___________________________________________________________________
 EG1191  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1191  DYNAMIC HT  -         122.833 (meters)     402.99  (feet)  COMP
 EG1191  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EG1191
 EG1191  VERT ORDER  -  SECOND    CLASS 0
 EG1191
 EG1191.The horizontal coordinates were scaled from a topographic map and have
 EG1191.an estimated accuracy of +/- 6 seconds.
 EG1191
 EG1191.The orthometric height was determined by differential leveling
 EG1191.and adjusted in June 1991.
 EG1191
 EG1191.The geoid height was determined by GEOID03.
 EG1191
 EG1191.The dynamic height is computed by dividing the NAVD 88
 EG1191.geopotential number by the normal gravity value computed on the
 EG1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1191.degrees latitude (g = 980.6199 gals.).
 EG1191
 EG1191.The modeled gravity was interpolated from observed gravity values.
 EG1191
 EG1191;                    North         East    Units  Estimated Accuracy
 EG1191;SPC MS E     -   596,100.      221,020.      MT  (+/- 180 meters Scaled)
 EG1191
 EG1191                          SUPERSEDED SURVEY CONTROL
 EG1191
 EG1191  NGVD 29 (??/??/92)  122.908  (m)          403.24   (f) ADJ UNCH    2 0
 EG1191
 EG1191.Superseded values are not recommended for survey control.
 EG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1191.See file dsdata.txt to determine how the superseded data were derived.
 EG1191
 EG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD534622(NAD 83)
 EG1191_MARKER: DB = BENCH MARK DISK
 EG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1191_STAMPING: 78V119 BM 1965
 EG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1191+STABILITY: SURFACE MOTION
 EG1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1191+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 EG1191
 EG1191  HISTORY     - Date     Condition        Report By
 EG1191  HISTORY     - 1965     MONUMENTED       MSHD
 EG1191  HISTORY     - 1971     GOOD             NGS
 EG1191  HISTORY     - 20031001 GOOD             USACE
 EG1191  HISTORY     - 20080703 GOOD             GEOCAC
 EG1191
 EG1191                          STATION DESCRIPTION
 EG1191
 EG1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG1191'IN BYHALIA.
 EG1191'LOCATED 0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD AT THE
 EG1191'TOP OF THE HILL, AT THE SOUTHWEST CORNER OF THE CEMETERY, 2.5 FEET
 EG1191'SOUTH OF THE SOUTHWEST CORNER OF THE CEMETERY, 48 FEET NORTH OF THE
 EG1191'CENTER OF U.S. HIGHWAY 78, 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EG1191'OF THE RUFUS C. MOORE HEADSTONE AND 2 FEET WEST OF A METAL WITNESS
 EG1191'POST.  IT IS A MISSISSIPPI STATE HIGHWAY AND COAST AND GEODETIC SURVEY
 EG1191'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EG1191
 EG1191                          STATION RECOVERY (2003)
 EG1191
 EG1191'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1191'RECOVERED IN GOOD CONDITION.
 EG1191
 EG1191                          STATION RECOVERY (2008)
 EG1191
 EG1191'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 EG1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0289 ***********************************************************************
 EG0289  DESIGNATION -  78 V 12
 EG0289  PID         -  EG0289
 EG0289  STATE/COUNTY-  MS/ITAWAMBA
 EG0289  USGS QUAD   -  FULTON SE (1965)
 EG0289
 EG0289                         *CURRENT SURVEY CONTROL
 EG0289  ___________________________________________________________________
 EG0289* NAD 83(1986)-  34 16 33.     (N)    088 21 20.     (W)     SCALED    
 EG0289* NAVD 88     -       118.657  (meters)     389.29   (feet)  ADJUSTED  
 EG0289  ___________________________________________________________________
 EG0289  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0289  DYNAMIC HT  -         118.537 (meters)     388.90  (feet)  COMP
 EG0289  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 EG0289
 EG0289  VERT ORDER  -  SECOND    CLASS 0
 EG0289
 EG0289.The horizontal coordinates were scaled from a topographic map and have
 EG0289.an estimated accuracy of +/- 6 seconds.
 EG0289
 EG0289.The orthometric height was determined by differential leveling
 EG0289.and adjusted in June 1991.
 EG0289
 EG0289.The geoid height was determined by GEOID03.
 EG0289
 EG0289.The dynamic height is computed by dividing the NAVD 88
 EG0289.geopotential number by the normal gravity value computed on the
 EG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0289.degrees latitude (g = 980.6199 gals.).
 EG0289
 EG0289.The modeled gravity was interpolated from observed gravity values.
 EG0289
 EG0289;                    North         East    Units  Estimated Accuracy
 EG0289;SPC MS E     -   529,650.      343,990.      MT  (+/- 180 meters Scaled)
 EG0289
 EG0289                          SUPERSEDED SURVEY CONTROL
 EG0289
 EG0289  NGVD 29 (??/??/92)  118.598  (m)          389.10   (f) ADJ UNCH    2 0
 EG0289
 EG0289.Superseded values are not recommended for survey control.
 EG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0289.See file dsdata.txt to determine how the superseded data were derived.
 EG0289
 EG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC752935(NAD 83)
 EG0289_MARKER: DD = SURVEY DISK
 EG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0289_STAMPING: 78V-12 1965
 EG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0289+STABILITY: SURFACE MOTION
 EG0289
 EG0289  HISTORY     - Date     Condition        Report By
 EG0289  HISTORY     - 1965     MONUMENTED       MSHD
 EG0289  HISTORY     - 1978     GOOD             MSHD
 EG0289
 EG0289                          STATION DESCRIPTION
 EG0289
 EG0289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0289'3.15 MI E FROM FULTON.
 EG0289'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO EAST ON U.
 EG0289'S. HIGHWAY 78 FOR 3.15 MILES TO A DIM SIDE ROAD ON THE RIGHT AND THE
 EG0289'MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0289'ROUND, CONCRETE POST.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 EG0289'HIGHWAY, 12 FEET WEST OF THE CENTER OF A TRACK ROAD, 52 FEET SOUTHEAST
 EG0289'OF THE CENTER OF A DROP INLET DRAIN BOX, AND 2 FEET EAST OF A CORNER
 EG0289'FENCE POST.  IT IS 1 FOOT EAST OF A METAL WITNESS POST, BELOW THE
 EG0289'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0289
 EG0289                          STATION RECOVERY (1978)
 EG0289
 EG0289'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0289'THE MARK IS LOCATED 3.2 MILES EAST OF FULTON ON THE SOUTH RIGHT OF
 EG0289'WAY OF U.S. HIGHWAY 78, 0.9 MILE EAST OF THE JUNCTION OF STATE
 EG0289'HIGHWAY 25, 6 MILES WEST-NORTHWEST OF TREMONT IN THE NORTHEAST 1/4 OF
 EG0289'SECTION 28, T 9S, R 9E. IT IS 56.5 FEET SOUTH OF THE CENTER OF
 EG0289'HIGHWAY 78, 50.5 FEET WEST-SOUTHWEST OF A TELEPHONE CABLE POLE, 31.5
 EG0289'FEET EAST OF A 24 INCH OAK, 10 FEET EAST OF THE CENTER OF A TRACK
 EG0289'ROAD, 7 FEET WEST OF THE CENTER OF A WOODS ROAD, 1 FOOT SOUTHEAST OF
 EG0289'A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 EG0289'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 EG0289'GROUND. TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG0289'HIGHWAY 78 FOR 3.3 MILES TO THE MARK ON THE RIGHT (0.25 MILE BEYOND A
 EG0289'CEMETERY ON THE RIGHT).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1196 ***********************************************************************
 EG1196  DESIGNATION -  78 V 120
 EG1196  PID         -  EG1196
 EG1196  STATE/COUNTY-  MS/MARSHALL
 EG1196  USGS QUAD   -  BYHALIA NW (1971)
 EG1196
 EG1196                         *CURRENT SURVEY CONTROL
 EG1196  ___________________________________________________________________
 EG1196* NAD 83(1986)-  34 52 46.     (N)    089 42 25.     (W)     SCALED    
 EG1196* NAVD 88     -       110.551  (meters)     362.70   (feet)  ADJUSTED  
 EG1196  ___________________________________________________________________
 EG1196  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1196  DYNAMIC HT  -         110.446 (meters)     362.35  (feet)  COMP
 EG1196  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EG1196
 EG1196  VERT ORDER  -  SECOND    CLASS 0
 EG1196
 EG1196.The horizontal coordinates were scaled from a topographic map and have
 EG1196.an estimated accuracy of +/- 6 seconds.
 EG1196
 EG1196.The orthometric height was determined by differential leveling
 EG1196.and adjusted in June 1991.
 EG1196
 EG1196.The geoid height was determined by GEOID03.
 EG1196
 EG1196.The dynamic height is computed by dividing the NAVD 88
 EG1196.geopotential number by the normal gravity value computed on the
 EG1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1196.degrees latitude (g = 980.6199 gals.).
 EG1196
 EG1196.The modeled gravity was interpolated from observed gravity values.
 EG1196
 EG1196;                    North         East    Units  Estimated Accuracy
 EG1196;SPC MS E     -   596,850.      220,140.      MT  (+/- 180 meters Scaled)
 EG1196
 EG1196                          SUPERSEDED SURVEY CONTROL
 EG1196
 EG1196  NGVD 29 (??/??/92)  110.509  (m)          362.56   (f) ADJ UNCH    2 0
 EG1196
 EG1196.Superseded values are not recommended for survey control.
 EG1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1196.See file dsdata.txt to determine how the superseded data were derived.
 EG1196
 EG1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD525630(NAD 83)
 EG1196_MARKER: DD = SURVEY DISK
 EG1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1196_STAMPING: 78V-120 1965
 EG1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1196+STABILITY: SURFACE MOTION
 EG1196
 EG1196  HISTORY     - Date     Condition        Report By
 EG1196  HISTORY     - 1965     MONUMENTED       MSHD
 EG1196  HISTORY     - 1966     GOOD             MSHD
 EG1196  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1196
 EG1196                          STATION DESCRIPTION
 EG1196
 EG1196'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1196'1.49 MI NW FROM BYHALIA.
 EG1196'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1196'FOR 0.10 MILES TO HIGHWAY 78, TURN LEFT NORTHWEST ON HIGHWAY 78 FOR
 EG1196'1.39 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG1196'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 47.5 FEET SOUTHWEST OF
 EG1196'THE SOUTHWEST RAIL OF THE SAN FRANCISCO RAILROAD, 29.3 FEET NORTHEAST
 EG1196'OF THE CENTERLINE OF HIGHWAY 78, 2.9 FEET SOUTHEAST OF A POWER POLE, 1
 EG1196'FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 EG1196'HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1196
 EG1196                          STATION RECOVERY (2003)
 EG1196
 EG1196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1197 ***********************************************************************
 EG1197  DESIGNATION -  78 V 121
 EG1197  PID         -  EG1197
 EG1197  STATE/COUNTY-  MS/MARSHALL
 EG1197  USGS QUAD   -  BYHALIA NW (1971)
 EG1197
 EG1197                         *CURRENT SURVEY CONTROL
 EG1197  ___________________________________________________________________
 EG1197* NAD 83(1986)-  34 53 06.     (N)    089 43 16.     (W)     SCALED    
 EG1197* NAVD 88     -       119.786  (meters)     393.00   (feet)  ADJUSTED  
 EG1197  ___________________________________________________________________
 EG1197  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1197  DYNAMIC HT  -         119.672 (meters)     392.62  (feet)  COMP
 EG1197  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 EG1197
 EG1197  VERT ORDER  -  SECOND    CLASS 0
 EG1197
 EG1197.The horizontal coordinates were scaled from a topographic map and have
 EG1197.an estimated accuracy of +/- 6 seconds.
 EG1197
 EG1197.The orthometric height was determined by differential leveling
 EG1197.and adjusted in June 1991.
 EG1197
 EG1197.The geoid height was determined by GEOID03.
 EG1197
 EG1197.The dynamic height is computed by dividing the NAVD 88
 EG1197.geopotential number by the normal gravity value computed on the
 EG1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1197.degrees latitude (g = 980.6199 gals.).
 EG1197
 EG1197.The modeled gravity was interpolated from observed gravity values.
 EG1197
 EG1197;                    North         East    Units  Estimated Accuracy
 EG1197;SPC MS E     -   597,480.      218,850.      MT  (+/- 180 meters Scaled)
 EG1197
 EG1197                          SUPERSEDED SURVEY CONTROL
 EG1197
 EG1197  NGVD 29 (??/??/92)  119.743  (m)          392.86   (f) ADJ UNCH    2 0
 EG1197
 EG1197.Superseded values are not recommended for survey control.
 EG1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1197.See file dsdata.txt to determine how the superseded data were derived.
 EG1197
 EG1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD513636(NAD 83)
 EG1197_MARKER: DD = SURVEY DISK
 EG1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1197_STAMPING: 78V-121 1965
 EG1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1197+STABILITY: SURFACE MOTION
 EG1197
 EG1197  HISTORY     - Date     Condition        Report By
 EG1197  HISTORY     - 1965     MONUMENTED       MSHD
 EG1197  HISTORY     - 1966     GOOD             MSHD
 EG1197  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1197
 EG1197                          STATION DESCRIPTION
 EG1197
 EG1197'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1197'2.41 MI NW FROM BYHALIA.
 EG1197'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1197'FOR 0.10 MILE TO HIGHWAY 78, TURN LEFT NORTHWEST ON HIGHWAY 78 FOR
 EG1197'2.31 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG1197'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 47.6 FEET SOUTHWEST OF
 EG1197'THE SOUTHWEST RAIL OF THE SAN FRANCISCO RAILROAD, 27.5 FEET NORTHEAST
 EG1197'OF THE CENTERLINE OF HIGHWAY 78, 3.0 FEET SOUTHEAST OF A POWER POLE, 1
 EG1197'FOOT NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 EG1197'HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1197
 EG1197                          STATION RECOVERY (2003)
 EG1197
 EG1197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1198 ***********************************************************************
 EG1198  DESIGNATION -  78 V 122
 EG1198  PID         -  EG1198
 EG1198  STATE/COUNTY-  MS/DE SOTO
 EG1198  USGS QUAD   -  BYHALIA NW (1971)
 EG1198
 EG1198                         *CURRENT SURVEY CONTROL
 EG1198  ___________________________________________________________________
 EG1198* NAD 83(1986)-  34 53 31.     (N)    089 44 02.     (W)     SCALED    
 EG1198* NAVD 88     -       101.085  (meters)     331.64   (feet)  ADJUSTED  
 EG1198  ___________________________________________________________________
 EG1198  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1198  DYNAMIC HT  -         100.988 (meters)     331.32  (feet)  COMP
 EG1198  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EG1198
 EG1198  VERT ORDER  -  SECOND    CLASS 0
 EG1198
 EG1198.The horizontal coordinates were scaled from a topographic map and have
 EG1198.an estimated accuracy of +/- 6 seconds.
 EG1198
 EG1198.The orthometric height was determined by differential leveling
 EG1198.and adjusted in June 1991.
 EG1198
 EG1198.The geoid height was determined by GEOID03.
 EG1198
 EG1198.The dynamic height is computed by dividing the NAVD 88
 EG1198.geopotential number by the normal gravity value computed on the
 EG1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1198.degrees latitude (g = 980.6199 gals.).
 EG1198
 EG1198.The modeled gravity was interpolated from observed gravity values.
 EG1198
 EG1198;                    North         East    Units  Estimated Accuracy
 EG1198;SPC MS W     -   598,050.      754,790.      MT  (+/- 180 meters Scaled)
 EG1198
 EG1198                          SUPERSEDED SURVEY CONTROL
 EG1198
 EG1198  NGVD 29 (??/??/92)  101.042  (m)          331.50   (f) ADJ UNCH    2 0
 EG1198
 EG1198.Superseded values are not recommended for survey control.
 EG1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1198.See file dsdata.txt to determine how the superseded data were derived.
 EG1198
 EG1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD501644(NAD 83)
 EG1198_MARKER: DD = SURVEY DISK
 EG1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1198_STAMPING: 78V-122 1965
 EG1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1198+STABILITY: SURFACE MOTION
 EG1198
 EG1198  HISTORY     - Date     Condition        Report By
 EG1198  HISTORY     - 1965     MONUMENTED       MSHD
 EG1198  HISTORY     - 1966     GOOD             MSHD
 EG1198  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1198  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1198
 EG1198                          STATION DESCRIPTION
 EG1198
 EG1198'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1198'3.36 MI NW FROM BYHALIA.
 EG1198'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1198'FOR 0.10 MILE TO HIGHWAY 78, TURN LEFT NORTHWEST FOR 2.44 MILES TO THE
 EG1198'DESOTO AND MARSHALL COUNTY LINE, CONTINUE NORTHWEST FOR 0.82 MILE TO
 EG1198'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG1198'ROUND, CONCRETE POST.  IT IS 49.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 EG1198'OF THE SAN FRANCISCO RAILROAD, 25.7 FEET NORTHEAST OF THE CENTERLINE
 EG1198'OF HIGHWAY 78, 2.3 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTHWEST OF
 EG1198'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND
 EG1198'PROJECTS 4 INCHES.
 EG1198
 EG1198                          STATION RECOVERY (2003)
 EG1198
 EG1198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1198'MARK NOT FOUND.
 EG1198
 EG1198                          STATION RECOVERY (2008)
 EG1198
 EG1198'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1200 ***********************************************************************
 EG1200  DESIGNATION -  78 V 124
 EG1200  PID         -  EG1200
 EG1200  STATE/COUNTY-  MS/DE SOTO
 EG1200  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1200
 EG1200                         *CURRENT SURVEY CONTROL
 EG1200  ___________________________________________________________________
 EG1200* NAD 83(1986)-  34 54 37.     (N)    089 45 27.     (W)     SCALED    
 EG1200* NAVD 88     -        87.955  (meters)     288.57   (feet)  ADJUSTED  
 EG1200  ___________________________________________________________________
 EG1200  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1200  DYNAMIC HT  -          87.871 (meters)     288.29  (feet)  COMP
 EG1200  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EG1200
 EG1200  VERT ORDER  -  SECOND    CLASS 0
 EG1200
 EG1200.The horizontal coordinates were scaled from a topographic map and have
 EG1200.an estimated accuracy of +/- 6 seconds.
 EG1200
 EG1200.The orthometric height was determined by differential leveling
 EG1200.and adjusted in June 1991.
 EG1200
 EG1200.The geoid height was determined by GEOID03.
 EG1200
 EG1200.The dynamic height is computed by dividing the NAVD 88
 EG1200.geopotential number by the normal gravity value computed on the
 EG1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1200.degrees latitude (g = 980.6199 gals.).
 EG1200
 EG1200.The modeled gravity was interpolated from observed gravity values.
 EG1200
 EG1200;                    North         East    Units  Estimated Accuracy
 EG1200;SPC MS W     -   600,070.      752,620.      MT  (+/- 180 meters Scaled)
 EG1200
 EG1200                          SUPERSEDED SURVEY CONTROL
 EG1200
 EG1200  NGVD 29 (??/??/92)   87.912  (m)          288.42   (f) ADJ UNCH    2 0
 EG1200
 EG1200.Superseded values are not recommended for survey control.
 EG1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1200.See file dsdata.txt to determine how the superseded data were derived.
 EG1200
 EG1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD480665(NAD 83)
 EG1200_MARKER: DD = SURVEY DISK
 EG1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1200_STAMPING: 78V-124 1965
 EG1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1200+STABILITY: SURFACE MOTION
 EG1200
 EG1200  HISTORY     - Date     Condition        Report By
 EG1200  HISTORY     - 1965     MONUMENTED       MSHD
 EG1200  HISTORY     - 1966     GOOD             MSHD
 EG1200  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1200
 EG1200                          STATION DESCRIPTION
 EG1200
 EG1200'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1200'5.26 MI NW FROM BYHALIA.
 EG1200'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET
 EG1200'FOR 0.10 MILE TO HIGHWAY 78, TURN LEFT NORTHWEST ON HIGHWAY 78 FOR
 EG1200'2.44 MILES TO THE DESOTO AND MARSHALL COUNTY LINE, CONTINUE NORTHWEST
 EG1200'FOR 2.72 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG1200'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 76.4 FEET SOUTHWEST OF
 EG1200'THE CENTERLINE OF HIGHWAY 78, 2.4 FEET NORTHWEST OF A POWER POLE, 1
 EG1200'FOOT SOUTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF
 EG1200'HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG1200
 EG1200                          STATION RECOVERY (2008)
 EG1200
 EG1200'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1200'MARK APPARENTLY DESTROYED BY CONSTRUCTION OF HIGH VOLTAGE POWERLINE
 EG1200'AND A CUT DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1201 ***********************************************************************
 EG1201  DESIGNATION -  78 V 125
 EG1201  PID         -  EG1201
 EG1201  STATE/COUNTY-  MS/DE SOTO
 EG1201  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1201
 EG1201                         *CURRENT SURVEY CONTROL
 EG1201  ___________________________________________________________________
 EG1201* NAD 83(1986)-  34 55 27.     (N)    089 46 52.     (W)     SCALED    
 EG1201* NAVD 88     -       119.849  (meters)     393.20   (feet)  ADJUSTED  
 EG1201  ___________________________________________________________________
 EG1201  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1201  DYNAMIC HT  -         119.735 (meters)     392.83  (feet)  COMP
 EG1201  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 EG1201
 EG1201  VERT ORDER  -  SECOND    CLASS 0
 EG1201
 EG1201.The horizontal coordinates were scaled from a topographic map and have
 EG1201.an estimated accuracy of +/- 6 seconds.
 EG1201
 EG1201.The orthometric height was determined by differential leveling
 EG1201.and adjusted in June 1991.
 EG1201
 EG1201.The geoid height was determined by GEOID03.
 EG1201
 EG1201.The dynamic height is computed by dividing the NAVD 88
 EG1201.geopotential number by the normal gravity value computed on the
 EG1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1201.degrees latitude (g = 980.6199 gals.).
 EG1201
 EG1201.The modeled gravity was interpolated from observed gravity values.
 EG1201
 EG1201;                    North         East    Units  Estimated Accuracy
 EG1201;SPC MS W     -   601,600.      750,460.      MT  (+/- 180 meters Scaled)
 EG1201
 EG1201                          SUPERSEDED SURVEY CONTROL
 EG1201
 EG1201  NGVD 29 (??/??/92)  119.801  (m)          393.05   (f) ADJ UNCH    2 0
 EG1201
 EG1201.Superseded values are not recommended for survey control.
 EG1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1201.See file dsdata.txt to determine how the superseded data were derived.
 EG1201
 EG1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD459681(NAD 83)
 EG1201_MARKER: DD = SURVEY DISK
 EG1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1201_STAMPING: 78V-125 1965
 EG1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1201+STABILITY: SURFACE MOTION
 EG1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1201+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 EG1201
 EG1201  HISTORY     - Date     Condition        Report By
 EG1201  HISTORY     - 1965     MONUMENTED       MSHD
 EG1201  HISTORY     - 1966     GOOD             MSHD
 EG1201  HISTORY     - 20080424 GOOD             MSDOT
 EG1201
 EG1201                          STATION DESCRIPTION
 EG1201
 EG1201'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1201'3.96 MI SE FROM OLIVE BRANCH.
 EG1201'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1201'GO SOUTHEAST ON HIGHWAY 78 FOR 2.60 MILES TO THE FAIR HAVEN GROCERY,
 EG1201'CONTINUE SOUTHEAST FOR 1.36 MILES TO THE MARK ON THE RIGHT.  THE MARK
 EG1201'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS
 EG1201'57.6 FEET SOUTHEAST OF A POWER POLE, 45.0 FEET SOUTHWEST OF THE CENTER
 EG1201'OF HIGHWAY 78, 4.2 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A
 EG1201'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF HIGHWAY 78, AND PROJECTS
 EG1201'4 INCHES.
 EG1201
 EG1201                          STATION RECOVERY (2008)
 EG1201
 EG1201'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1201'MARK RECOVERED AS DESCRIBED, ALSO LOCATED 115.0 FEET EAST OF DRIVEWAY
 EG1201'TO 1177 HIGHWAY 178 (OLD HWY 78), 8.0 FEET SOUTHEAST OF A 6 INCH
 EG1201'CEDAR, 6.0 FEET NORTHWEST OF A DAMAGED ROW MARKER, AND 5.0 FEET
 EG1201'NORTHWEST OF THE END OF A WOOD FENCE AND THE BEGINNING OF A BARB WIRE
 EG1201'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1202 ***********************************************************************
 EG1202  DESIGNATION -  78 V 126
 EG1202  PID         -  EG1202
 EG1202  STATE/COUNTY-  MS/DE SOTO
 EG1202  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1202
 EG1202                         *CURRENT SURVEY CONTROL
 EG1202  ___________________________________________________________________
 EG1202* NAD 83(1986)-  34 55 51.     (N)    089 47 30.     (W)     SCALED    
 EG1202* NAVD 88     -       126.593  (meters)     415.33   (feet)  ADJUSTED  
 EG1202  ___________________________________________________________________
 EG1202  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1202  DYNAMIC HT  -         126.474 (meters)     414.94  (feet)  COMP
 EG1202  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 EG1202
 EG1202  VERT ORDER  -  SECOND    CLASS 0
 EG1202
 EG1202.The horizontal coordinates were scaled from a topographic map and have
 EG1202.an estimated accuracy of +/- 6 seconds.
 EG1202
 EG1202.The orthometric height was determined by differential leveling
 EG1202.and adjusted in June 1991.
 EG1202
 EG1202.The geoid height was determined by GEOID03.
 EG1202
 EG1202.The dynamic height is computed by dividing the NAVD 88
 EG1202.geopotential number by the normal gravity value computed on the
 EG1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1202.degrees latitude (g = 980.6199 gals.).
 EG1202
 EG1202.The modeled gravity was interpolated from observed gravity values.
 EG1202
 EG1202;                    North         East    Units  Estimated Accuracy
 EG1202;SPC MS W     -   602,330.      749,490.      MT  (+/- 180 meters Scaled)
 EG1202
 EG1202                          SUPERSEDED SURVEY CONTROL
 EG1202
 EG1202  NGVD 29 (??/??/92)  126.546  (m)          415.18   (f) ADJ UNCH    2 0
 EG1202
 EG1202.Superseded values are not recommended for survey control.
 EG1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1202.See file dsdata.txt to determine how the superseded data were derived.
 EG1202
 EG1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD450689(NAD 83)
 EG1202_MARKER: DD = SURVEY DISK
 EG1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1202_STAMPING: 78V-126 1965
 EG1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1202+STABILITY: SURFACE MOTION
 EG1202
 EG1202  HISTORY     - Date     Condition        Report By
 EG1202  HISTORY     - 1965     MONUMENTED       MSHD
 EG1202  HISTORY     - 1966     GOOD             MSHD
 EG1202  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1202
 EG1202                          STATION DESCRIPTION
 EG1202
 EG1202'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1202'3.10 MI SE FROM OLIVE BRANCH.
 EG1202'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1202'GO SOUTHEAST ON HIGHWAY 78 FOR 2.60 MILES TO FAIR HAVEN GROCERY,
 EG1202'CONTINUE SOUTHEAST FOR 0.50 MILES TO THE MARK ON THE RIGHT.  THE MARK
 EG1202'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS
 EG1202'45.7 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 5.6 FEET NORTH OF
 EG1202'A POWER POLE, 4.0 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A
 EG1202'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF HIGHWAY 78, AND PROJECTS
 EG1202'3 INCHES.
 EG1202
 EG1202                          STATION RECOVERY (2008)
 EG1202
 EG1202'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1202'MARK PROBABLY DESTROYED BY CONSTRUCTION OF COMMERCIAL STRIP MALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1207 ***********************************************************************
 EG1207  DESIGNATION -  78 V 127
 EG1207  PID         -  EG1207
 EG1207  STATE/COUNTY-  MS/DE SOTO
 EG1207  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1207
 EG1207                         *CURRENT SURVEY CONTROL
 EG1207  ___________________________________________________________________
 EG1207* NAD 83(1986)-  34 56 22.     (N)    089 48 12.     (W)     SCALED    
 EG1207* NAVD 88     -       120.378  (meters)     394.94   (feet)  ADJUSTED  
 EG1207  ___________________________________________________________________
 EG1207  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1207  DYNAMIC HT  -         120.265 (meters)     394.57  (feet)  COMP
 EG1207  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EG1207
 EG1207  VERT ORDER  -  SECOND    CLASS 0
 EG1207
 EG1207.The horizontal coordinates were scaled from a topographic map and have
 EG1207.an estimated accuracy of +/- 6 seconds.
 EG1207
 EG1207.The orthometric height was determined by differential leveling
 EG1207.and adjusted in June 1991.
 EG1207
 EG1207.The geoid height was determined by GEOID03.
 EG1207
 EG1207.The dynamic height is computed by dividing the NAVD 88
 EG1207.geopotential number by the normal gravity value computed on the
 EG1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1207.degrees latitude (g = 980.6199 gals.).
 EG1207
 EG1207.The modeled gravity was interpolated from observed gravity values.
 EG1207
 EG1207;                    North         East    Units  Estimated Accuracy
 EG1207;SPC MS W     -   603,280.      748,420.      MT  (+/- 180 meters Scaled)
 EG1207
 EG1207                          SUPERSEDED SURVEY CONTROL
 EG1207
 EG1207  NGVD 29 (??/??/92)  120.332  (m)          394.79   (f) ADJ UNCH    2 0
 EG1207
 EG1207.Superseded values are not recommended for survey control.
 EG1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1207.See file dsdata.txt to determine how the superseded data were derived.
 EG1207
 EG1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD439699(NAD 83)
 EG1207_MARKER: DD = SURVEY DISK
 EG1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1207_STAMPING: 78V-127 1965
 EG1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1207+STABILITY: SURFACE MOTION
 EG1207
 EG1207  HISTORY     - Date     Condition        Report By
 EG1207  HISTORY     - 1965     MONUMENTED       MSHD
 EG1207  HISTORY     - 1966     GOOD             MSHD
 EG1207  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1207
 EG1207                          STATION DESCRIPTION
 EG1207
 EG1207'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1207'2.18 MI SE FROM OLIVE BRANCH.
 EG1207'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1207'GO SOUTHEAST ON HIGHWAY 78 FOR 2.18 MILES TO A DRIVEWAY LEADING TO A
 EG1207'WHITE HOUSE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG1207'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 52.5 FEET NORTHEAST OF
 EG1207'THE CENTERLINE OF HIGHWAY 78, 19.9 FEET NORTHWEST OF THE CENTERLINE OF
 EG1207'A DRIVEWAY, 2.5 FEET SOUTH OF A POWER POLE, 2.5 FEET SOUTH OF A FENCE
 EG1207'CORNER, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EG1207'HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG1207
 EG1207                          STATION RECOVERY (2008)
 EG1207
 EG1207'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1207'MARK PROBABLY DESTROYED AS DESCRIBED LOCATION FALLS ON WATER LINE
 EG1207'LOCATION NEAR FIRE HYDRANT. NONE OF THE POINTS IN THE DESCRIPTION
 EG1207'EXIST AS OF THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1208 ***********************************************************************
 EG1208  DESIGNATION -  78 V 128
 EG1208  PID         -  EG1208
 EG1208  STATE/COUNTY-  MS/DE SOTO
 EG1208  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1208
 EG1208                         *CURRENT SURVEY CONTROL
 EG1208  ___________________________________________________________________
 EG1208* NAD 83(1986)-  34 57 02.     (N)    089 48 44.     (W)     SCALED    
 EG1208* NAVD 88     -       109.942  (meters)     360.70   (feet)  ADJUSTED  
 EG1208  ___________________________________________________________________
 EG1208  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1208  DYNAMIC HT  -         109.839 (meters)     360.36  (feet)  COMP
 EG1208  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 EG1208
 EG1208  VERT ORDER  -  SECOND    CLASS 0
 EG1208
 EG1208.The horizontal coordinates were scaled from a topographic map and have
 EG1208.an estimated accuracy of +/- 6 seconds.
 EG1208
 EG1208.The orthometric height was determined by differential leveling
 EG1208.and adjusted in June 1991.
 EG1208
 EG1208.The geoid height was determined by GEOID03.
 EG1208
 EG1208.The dynamic height is computed by dividing the NAVD 88
 EG1208.geopotential number by the normal gravity value computed on the
 EG1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1208.degrees latitude (g = 980.6199 gals.).
 EG1208
 EG1208.The modeled gravity was interpolated from observed gravity values.
 EG1208
 EG1208;                    North         East    Units  Estimated Accuracy
 EG1208;SPC MS W     -   604,510.      747,600.      MT  (+/- 180 meters Scaled)
 EG1208
 EG1208                          SUPERSEDED SURVEY CONTROL
 EG1208
 EG1208  NGVD 29 (??/??/92)  109.899  (m)          360.56   (f) ADJ UNCH    2 0
 EG1208
 EG1208.Superseded values are not recommended for survey control.
 EG1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1208.See file dsdata.txt to determine how the superseded data were derived.
 EG1208
 EG1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD431711(NAD 83)
 EG1208_MARKER: DD = SURVEY DISK
 EG1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1208_STAMPING: 78V-128 1965
 EG1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1208+STABILITY: SURFACE MOTION
 EG1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1208+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 EG1208
 EG1208  HISTORY     - Date     Condition        Report By
 EG1208  HISTORY     - 1965     MONUMENTED       MSHD
 EG1208  HISTORY     - 1966     GOOD             MSHD
 EG1208  HISTORY     - 20050403 MARK NOT FOUND   INDIV
 EG1208  HISTORY     - 20080417 GOOD             MSDOT
 EG1208
 EG1208                          STATION DESCRIPTION
 EG1208
 EG1208'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1208'1.25 MI SE FROM OLIVE BRANCH.
 EG1208'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1208'GO SOUTHEAST ON HIGHWAY 78 FOR 1.25 MILES TO A DESOTO CHEMICAL TANK ON
 EG1208'THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG1208'OF A 12 INCH ROUND CONCRETE POST, 60.0 FEET SOUTHWEST OF THE SOUTHWEST
 EG1208'CORNER OF A NITROGEN TANK, 44.8 FEET NORTHEAST OF THE CENTERLINE OF
 EG1208'HIGHWAY 78, 2.6 FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHWEST OF A
 EG1208'METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 4
 EG1208'INCHES.
 EG1208
 EG1208                          STATION RECOVERY (2005)
 EG1208
 EG1208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JE)
 EG1208'THE AREA WHERE THE MARK WAS SAID TO BE LOCATED HAS RECENTLY BEEN
 EG1208'CLEARED FOR CONSTRUCTION, THEREFORE THE MARK HAS MORE THAN LIKELY BEEN
 EG1208'DESTROYED.
 EG1208
 EG1208                          STATION RECOVERY (2008)
 EG1208
 EG1208'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1208'THE MARK WAS LOCATED BURIED 2.0 FEET IN THE NORTHWEST CORNER OF THE
 EG1208'INTERSECTION OF OLD HWY 78 AND MAGNOLIA DRIVE. IT IS LOCATED 70 FEET
 EG1208'WEST OF CENTER OF MAGNOLIA DRIVE, 45 FEET NORTHEAST OF THE CENTER OF
 EG1208'OLD HWY 78, AND 6.0 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1209 ***********************************************************************
 EG1209  DESIGNATION -  78 V 129
 EG1209  PID         -  EG1209
 EG1209  STATE/COUNTY-  MS/DE SOTO
 EG1209  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1209
 EG1209                         *CURRENT SURVEY CONTROL
 EG1209  ___________________________________________________________________
 EG1209* NAD 83(2007)-  34 57 31.63095(N)    089 49 14.13505(W)     NO CHECK  
 EG1209* NAVD 88     -       121.000  (meters)     396.98   (feet)  ADJUSTED  
 EG1209  ___________________________________________________________________
 EG1209  EPOCH DATE  -        2002.00
 EG1209  X           -      16,386.151 (meters)                     COMP
 EG1209  Y           -  -5,233,098.993 (meters)                     COMP
 EG1209  Z           -   3,634,174.169 (meters)                     COMP
 EG1209  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 EG1209  ELLIP HEIGHT-          93.490 (meters)          (02/10/07) NO CHECK
 EG1209  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1209  DYNAMIC HT  -         120.887 (meters)     396.61  (feet)  COMP
 EG1209
 EG1209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1209  Type    PID    Designation                      North   East  Ellip
 EG1209  -------------------------------------------------------------------
 EG1209  NETWORK EG1209 78 V 129                          1.84   1.92   7.53
 EG1209  -------------------------------------------------------------------
 EG1209  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 EG1209
 EG1209  VERT ORDER  -  SECOND    CLASS 0
 EG1209
 EG1209.The horizontal coordinates were established by GPS observations
 EG1209.and adjusted by the National Geodetic Survey in February 2007.
 EG1209
 EG1209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1209.No horizontal observational check was made to the station.
 EG1209.The horizontal coordinates are valid at the epoch date displayed above.
 EG1209.The epoch date for horizontal control is a decimal equivalence
 EG1209.of Year/Month/Day.
 EG1209
 EG1209.The orthometric height was determined by differential leveling
 EG1209.and adjusted in June 1991.
 EG1209
 EG1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1209
 EG1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1209
 EG1209.The ellipsoidal height was determined by GPS observations
 EG1209.and is referenced to NAD 83.
 EG1209
 EG1209.The geoid height was determined by GEOID03.
 EG1209
 EG1209.The dynamic height is computed by dividing the NAVD 88
 EG1209.geopotential number by the normal gravity value computed on the
 EG1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1209.degrees latitude (g = 980.6199 gals.).
 EG1209
 EG1209.The modeled gravity was interpolated from observed gravity values.
 EG1209
 EG1209;                    North         East     Units Scale Factor Converg.
 EG1209;SPC MS W     -   605,421.173   746,828.452   MT  0.99997702   +0 17 37.7
 EG1209;SPC MS W     - 1,986,285.97  2,450,219.68   sFT  0.99997702   +0 17 37.7
 EG1209;SPC TN       -    76,206.378   251,116.514   MT  1.00006415   -2 14 12.2
 EG1209;SPC TN       -   250,020.43    823,871.43   sFT  1.00006415   -2 14 12.2
 EG1209;UTM  16      - 3,872,106.768   242,451.220   MT  1.00041759   -1 37 01.4
 EG1209
 EG1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1209!SPC MS W     -   0.99998533  x   0.99997702  =   0.99996235
 EG1209!SPC TN       -   0.99998533  x   1.00006415  =   1.00004947
 EG1209!UTM  16      -   0.99998533  x   1.00041759  =   1.00040291
 EG1209
 EG1209                          SUPERSEDED SURVEY CONTROL
 EG1209
 EG1209  ELLIP H (04/15/02)   93.549  (m)                       GP(       ) 4 2
 EG1209  NAD 83(1993)-  34 57 31.63045(N)    089 49 14.13394(W) AD(       ) 1
 EG1209  ELLIP H (02/15/02)   93.534  (m)                       GP(       ) 4 1
 EG1209  NAD 83(1993)-  34 57 31.62710(N)    089 49 14.13067(W) AD(       ) 3
 EG1209  ELLIP H (05/13/94)   93.653  (m)                       GP(       ) 4 1
 EG1209  NAD 83(1993)-  34 57 31.62534(N)    089 49 14.12828(W) AD(       ) 3
 EG1209  NAD 83(1986)-  34 57 31.63466(N)    089 49 14.13162(W) AD(       ) 3
 EG1209  NAD 27      -  34 57 31.29893(N)    089 49 13.81326(W) AD(       ) 3
 EG1209  NAVD 88 (02/15/02)  121.00   (m)          397.0    (f) LEVELING    3  
 EG1209  NGVD 29 (??/??/92)  120.957  (m)          396.84   (f) ADJ UNCH    2 0
 EG1209
 EG1209.Superseded values are not recommended for survey control.
 EG1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1209.See file dsdata.txt to determine how the superseded data were derived.
 EG1209
 EG1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4245172107(NAD 83)
 EG1209_MARKER: DB = BENCH MARK DISK
 EG1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1209_STAMPING: 78V-129 1965
 EG1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1209+STABILITY: SURFACE MOTION
 EG1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1209+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 EG1209
 EG1209  HISTORY     - Date     Condition        Report By
 EG1209  HISTORY     - 1965     MONUMENTED       MSHD
 EG1209  HISTORY     - 1966     GOOD             MSHD
 EG1209  HISTORY     - 19880129 GOOD
 EG1209  HISTORY     - 20001010 GOOD             MSHD
 EG1209  HISTORY     - 20031001 GOOD             USACE
 EG1209  HISTORY     - 20031104 GOOD             INDIV
 EG1209  HISTORY     - 20060208 GOOD             TVA
 EG1209  HISTORY     - 20080417 GOOD             MSDOT
 EG1209
 EG1209                          STATION DESCRIPTION
 EG1209
 EG1209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (AJL)
 EG1209'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 EG1209'SOUTHEAST OF THE CENTER OF OLIVE BRANCH, IN THE GRASS STRIP BETWEEN
 EG1209'OLD U.S. HIGHWAY 78 AND THE BURLINGTON NORTHERN RAILROAD.
 EG1209'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 EG1209'
 EG1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 EG1209'HIGHWAY 305, ABOUT 1.6 KM (1.0 MI) SOUTH OF OLIVE BRANCH, GO
 EG1209'NORTH FOR 1.9 KM (1.2 MI) ON HIGHWAY 304 TO A PAVED CROSSROADS
 EG1209'(STATE HIGHWAY 302 GOES LEFT AND HIGHWAY 305 GOES RIGHT).
 EG1209'TURN RIGHT AND GO EAST FOR 0.5 KM (0.3 MI) ON GOODMAN AVENUE
 EG1209'THROUGH TOWN TO THE INTERSECTION OF OLD U.S. HIGHWAY 78.
 EG1209'TURN RIGHT AND GO SOUTHEAST FOR 0.6 KM (0.35 MI) ON OLD U.S.
 EG1209'HIGHWAY 78 TO THE STATION ON THE LEFT, JUST BEFORE REACHING A PAVED
 EG1209'ROAD LEADING EAST ACROSS THE RAILROAD TRACKS.
 EG1209'
 EG1209'THE STATION IS A STANDARD MSHD DISK
 EG1209'STAMPED---78 V 129 1965---,
 EG1209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EG1209'28 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 EG1209'38.3 METERS (125.8 FT) SOUTH-SOUTHEAST FROM THE RAILROAD SIGNAL
 EG1209'NO. 5020,
 EG1209'21.6 METERS (71.0 FT) NORTHWEST FROM THE CENTER OF THE PAVED ROAD
 EG1209'CROSSING THE TRACKS,
 EG1209'14.3 METERS (47.0 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF THE
 EG1209'RAILROAD TRACKS,
 EG1209'7.6 METERS (25.0 FT) NORTHEAST FROM THE CENTER OF OLD HIGHWAY 78,
 EG1209'1.5 METERS (5.0 FT) WEST FROM A JUNCTION POWER POLE,
 EG1209'0.9 METERS (3.0 FT) NORTH-NORTHWEST FROM A GAS PIPELINE WARNING
 EG1209'SIGN, AND
 EG1209'0.5 METERS (1.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 EG1209'
 EG1209'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 EG1209
 EG1209                          STATION RECOVERY (1966)
 EG1209
 EG1209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1209'0.40 MI SE FROM OLIVE BRANCH.
 EG1209'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1209'GO SOUTHEAST ON HIGHWAY 78 FOR 0.40 MILE TO A DRIVEWAY LEADING TO THE
 EG1209'POLAR KRAFT MANUFACTURING COMPANY AND THE MARK ON THE LEFT.  THE MARK
 EG1209'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 71.0 FEET
 EG1209'NORTHWEST OF A DRIVEWAY, 47.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 EG1209'THE SAN FRANCISCO RAILROAD, 24.8 FEET NORTHEAST OF THE CENTERLINE OF
 EG1209'HIGHWAY 78, 5.8 FEET NORTHWEST OF A POWER POLE, 4.7 FEET SOUTHEAST OF
 EG1209'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 EG1209'WITH HIGHWAY 78, AND PROJECTS 2 INCHES.
 EG1209
 EG1209                          STATION RECOVERY (1988)
 EG1209
 EG1209'RECOVERED 1988
 EG1209'RECOVERED IN GOOD CONDITION.
 EG1209
 EG1209                          STATION RECOVERY (2000)
 EG1209
 EG1209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1209'RECOVERED AS DESCRIBED.
 EG1209
 EG1209                          STATION RECOVERY (2003)
 EG1209
 EG1209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1209'RECOVERED IN GOOD CONDITION.
 EG1209
 EG1209                          STATION RECOVERY (2003)
 EG1209
 EG1209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB)
 EG1209'RECOVERED IN GOOD CONDITION.
 EG1209
 EG1209                          STATION RECOVERY (2006)
 EG1209
 EG1209'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 EG1209'RECOVERED IN GOOD CONDITION.
 EG1209
 EG1209                          STATION RECOVERY (2008)
 EG1209
 EG1209'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0288 ***********************************************************************
 EG0288  DESIGNATION -  78 V 13
 EG0288  PID         -  EG0288
 EG0288  STATE/COUNTY-  MS/ITAWAMBA
 EG0288  USGS QUAD   -  FULTON SE (1965)
 EG0288
 EG0288                         *CURRENT SURVEY CONTROL
 EG0288  ___________________________________________________________________
 EG0288* NAD 83(1986)-  34 16 41.     (N)    088 22 08.     (W)     SCALED    
 EG0288* NAVD 88     -       133.280  (meters)     437.27   (feet)  ADJUSTED  
 EG0288  ___________________________________________________________________
 EG0288  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0288  DYNAMIC HT  -         133.146 (meters)     436.83  (feet)  COMP
 EG0288  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 EG0288
 EG0288  VERT ORDER  -  SECOND    CLASS 0
 EG0288
 EG0288.The horizontal coordinates were scaled from a topographic map and have
 EG0288.an estimated accuracy of +/- 6 seconds.
 EG0288
 EG0288.The orthometric height was determined by differential leveling
 EG0288.and adjusted in June 1991.
 EG0288
 EG0288.The geoid height was determined by GEOID03.
 EG0288
 EG0288.The dynamic height is computed by dividing the NAVD 88
 EG0288.geopotential number by the normal gravity value computed on the
 EG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0288.degrees latitude (g = 980.6199 gals.).
 EG0288
 EG0288.The modeled gravity was interpolated from observed gravity values.
 EG0288
 EG0288;                    North         East    Units  Estimated Accuracy
 EG0288;SPC MS E     -   529,890.      342,770.      MT  (+/- 180 meters Scaled)
 EG0288
 EG0288                          SUPERSEDED SURVEY CONTROL
 EG0288
 EG0288  NGVD 29 (??/??/92)  133.220  (m)          437.07   (f) ADJ UNCH    2 0
 EG0288
 EG0288.Superseded values are not recommended for survey control.
 EG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0288.See file dsdata.txt to determine how the superseded data were derived.
 EG0288
 EG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC739938(NAD 83)
 EG0288_MARKER: DD = SURVEY DISK
 EG0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0288_STAMPING: 78V-13 1965
 EG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0288+STABILITY: SURFACE MOTION
 EG0288
 EG0288  HISTORY     - Date     Condition        Report By
 EG0288  HISTORY     - 1965     MONUMENTED       MSHD
 EG0288  HISTORY     - 1976     GOOD             MSHD
 EG0288  HISTORY     - 1978     GOOD             MSHD
 EG0288
 EG0288                          STATION DESCRIPTION
 EG0288
 EG0288'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0288'2.4 MI E FROM FULTON.
 EG0288'THE MARK IS LOCATED 2.4 MILES EAST OF FULTON IN THE NORTHEAST ANGLE OF
 EG0288'THE JUNCTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY 78 IN THE NORTHWEST
 EG0288'1/4 OF SECTION 28, T 9S, R 9E.  IT 121 FEET SOUTHWEST OF THE SOUTHWEST
 EG0288'CORNER OF DULANEYS GROCERY, 95.5 FEET SOUTHEAST OF POWER POLE NO. 627,
 EG0288'47 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 25, 40 FEET NORTHEAST OF
 EG0288'THE CENTER OF HIGHWAY 78, 14 FEET NORTH OF A HIGHWAY SIGN WITH
 EG0288'NUMBERS, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0288'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH
 EG0288'WITH THE GROUND.  TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON
 EG0288'U.S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25 AND
 EG0288'THE MARK ON THE LEFT AS DESCRIBED.
 EG0288
 EG0288                          STATION RECOVERY (1978)
 EG0288
 EG0288'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1210 ***********************************************************************
 EG1210  DESIGNATION -  78 V 130
 EG1210  PID         -  EG1210
 EG1210  STATE/COUNTY-  MS/DE SOTO
 EG1210  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1210
 EG1210                         *CURRENT SURVEY CONTROL
 EG1210  ___________________________________________________________________
 EG1210* NAD 83(1986)-  34 58 11.     (N)    089 50 08.     (W)     SCALED    
 EG1210* NAVD 88     -       111.277  (meters)     365.08   (feet)  ADJUSTED  
 EG1210  ___________________________________________________________________
 EG1210  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1210  DYNAMIC HT  -         111.173 (meters)     364.74  (feet)  COMP
 EG1210  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EG1210
 EG1210  VERT ORDER  -  SECOND    CLASS 0
 EG1210
 EG1210.The horizontal coordinates were scaled from a topographic map and have
 EG1210.an estimated accuracy of +/- 6 seconds.
 EG1210
 EG1210.The orthometric height was determined by differential leveling
 EG1210.and adjusted in June 1991.
 EG1210
 EG1210.The geoid height was determined by GEOID03.
 EG1210
 EG1210.The dynamic height is computed by dividing the NAVD 88
 EG1210.geopotential number by the normal gravity value computed on the
 EG1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1210.degrees latitude (g = 980.6199 gals.).
 EG1210
 EG1210.The modeled gravity was interpolated from observed gravity values.
 EG1210
 EG1210;                    North         East    Units  Estimated Accuracy
 EG1210;SPC MS W     -   606,630.      745,460.      MT  (+/- 180 meters Scaled)
 EG1210
 EG1210                          SUPERSEDED SURVEY CONTROL
 EG1210
 EG1210  NGVD 29 (??/??/92)  111.235  (m)          364.94   (f) ADJ UNCH    2 0
 EG1210
 EG1210.Superseded values are not recommended for survey control.
 EG1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1210.See file dsdata.txt to determine how the superseded data were derived.
 EG1210
 EG1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD411733(NAD 83)
 EG1210_MARKER: DD = SURVEY DISK
 EG1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1210_STAMPING: 78V-130 1965
 EG1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1210+STABILITY: SURFACE MOTION
 EG1210
 EG1210  HISTORY     - Date     Condition        Report By
 EG1210  HISTORY     - 1965     MONUMENTED       MSHD
 EG1210  HISTORY     - 1966     GOOD             MSHD
 EG1210  HISTORY     - 20080417 MARK NOT FOUND   MSDOT
 EG1210
 EG1210                          STATION DESCRIPTION
 EG1210
 EG1210'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1210'0.40 MI NW FROM OLIVE BRANCH.
 EG1210'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1210'GO NORTHWEST ON HIGHWAY 78 FOR 0.40 MILE TO THE MARK ON THE RIGHT. THE
 EG1210'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 50.0
 EG1210'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 1.4 FEET SOUTHEAST OF
 EG1210'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 EG1210'WITH HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1210
 EG1210                          STATION RECOVERY (2008)
 EG1210
 EG1210'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1210'APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1211 ***********************************************************************
 EG1211  DESIGNATION -  78 V 131
 EG1211  PID         -  EG1211
 EG1211  STATE/COUNTY-  MS/DE SOTO
 EG1211  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1211
 EG1211                         *CURRENT SURVEY CONTROL
 EG1211  ___________________________________________________________________
 EG1211* NAD 83(1986)-  34 58 28.     (N)    089 50 40.     (W)     SCALED    
 EG1211* NAVD 88     -       110.504  (meters)     362.55   (feet)  ADJUSTED  
 EG1211  ___________________________________________________________________
 EG1211  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1211  DYNAMIC HT  -         110.401 (meters)     362.21  (feet)  COMP
 EG1211  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 EG1211
 EG1211  VERT ORDER  -  SECOND    CLASS 0
 EG1211
 EG1211.The horizontal coordinates were scaled from a topographic map and have
 EG1211.an estimated accuracy of +/- 6 seconds.
 EG1211
 EG1211.The orthometric height was determined by differential leveling
 EG1211.and adjusted in June 1991.
 EG1211
 EG1211.The geoid height was determined by GEOID03.
 EG1211
 EG1211.The dynamic height is computed by dividing the NAVD 88
 EG1211.geopotential number by the normal gravity value computed on the
 EG1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1211.degrees latitude (g = 980.6199 gals.).
 EG1211
 EG1211.The modeled gravity was interpolated from observed gravity values.
 EG1211
 EG1211;                    North         East    Units  Estimated Accuracy
 EG1211;SPC MS W     -   607,150.      744,640.      MT  (+/- 180 meters Scaled)
 EG1211
 EG1211                          SUPERSEDED SURVEY CONTROL
 EG1211
 EG1211  NGVD 29 (??/??/92)  110.464  (m)          362.41   (f) ADJ UNCH    2 0
 EG1211
 EG1211.Superseded values are not recommended for survey control.
 EG1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1211.See file dsdata.txt to determine how the superseded data were derived.
 EG1211
 EG1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD403739(NAD 83)
 EG1211_MARKER: DD = SURVEY DISK
 EG1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1211_STAMPING: 78V-131 1965
 EG1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1211+STABILITY: SURFACE MOTION
 EG1211
 EG1211  HISTORY     - Date     Condition        Report By
 EG1211  HISTORY     - 1965     MONUMENTED       MSHD
 EG1211  HISTORY     - 1966     GOOD             MSHD
 EG1211  HISTORY     - 20041019 GOOD             MSSU
 EG1211  HISTORY     - 20080417 MARK NOT FOUND   MSDOT
 EG1211
 EG1211                          STATION DESCRIPTION
 EG1211
 EG1211'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1211'1.34 MI NW FROM OLIVE BRANCH.
 EG1211'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1211'GO NORTHWEST ON HIGHWAY 78 FOR 1.34 MILES TO THE MARK ON THE LEFT. THE
 EG1211'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 40.0
 EG1211'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 1.8 FEET SOUTHEAST OF
 EG1211'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE
 EG1211'THE LEVEL OF HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1211
 EG1211                          STATION RECOVERY (2004)
 EG1211
 EG1211'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (AJJ)
 EG1211'RECOVERY NOTE
 EG1211'HIGHWAY 178.  CONSTRUCTION WORK ON HIGHWAY 78 HAS CHANGED AND ALTERED
 EG1211' 
 EG1211'THE ORIGINAL ROUTE.
 EG1211
 EG1211                          STATION RECOVERY (2008)
 EG1211
 EG1211'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1211'APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION. LOCATION FALLS IN
 EG1211'PARKING LOG FOR ANTIQUE SHOP JUST EAST OF THE INTERSECTION OF OLD
 EG1211'HIGHWAY 78 AND MAYWOOD DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1212 ***********************************************************************
 EG1212  DESIGNATION -  78 V 132
 EG1212  PID         -  EG1212
 EG1212  STATE/COUNTY-  MS/DE SOTO
 EG1212  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1212
 EG1212                         *CURRENT SURVEY CONTROL
 EG1212  ___________________________________________________________________
 EG1212* NAD 83(1986)-  34 58 48.     (N)    089 51 16.     (W)     SCALED    
 EG1212* NAVD 88     -       119.705  (meters)     392.73   (feet)  ADJUSTED  
 EG1212  ___________________________________________________________________
 EG1212  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG1212  DYNAMIC HT  -         119.593 (meters)     392.36  (feet)  COMP
 EG1212  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 EG1212
 EG1212  VERT ORDER  -  SECOND    CLASS 0
 EG1212
 EG1212.The horizontal coordinates were scaled from a topographic map and have
 EG1212.an estimated accuracy of +/- 6 seconds.
 EG1212
 EG1212.The orthometric height was determined by differential leveling
 EG1212.and adjusted in June 1991.
 EG1212
 EG1212.The geoid height was determined by GEOID03.
 EG1212
 EG1212.The dynamic height is computed by dividing the NAVD 88
 EG1212.geopotential number by the normal gravity value computed on the
 EG1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1212.degrees latitude (g = 980.6199 gals.).
 EG1212
 EG1212.The modeled gravity was interpolated from observed gravity values.
 EG1212
 EG1212;                    North         East    Units  Estimated Accuracy
 EG1212;SPC MS W     -   607,760.      743,730.      MT  (+/- 180 meters Scaled)
 EG1212
 EG1212                          SUPERSEDED SURVEY CONTROL
 EG1212
 EG1212  NGVD 29 (??/??/92)  119.665  (m)          392.60   (f) ADJ UNCH    2 0
 EG1212
 EG1212.Superseded values are not recommended for survey control.
 EG1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1212.See file dsdata.txt to determine how the superseded data were derived.
 EG1212
 EG1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD394745(NAD 83)
 EG1212_MARKER: DD = SURVEY DISK
 EG1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1212_STAMPING: 78V-132 1965
 EG1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1212+STABILITY: SURFACE MOTION
 EG1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1212+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 EG1212
 EG1212  HISTORY     - Date     Condition        Report By
 EG1212  HISTORY     - 1965     MONUMENTED       MSHD
 EG1212  HISTORY     - 1966     GOOD             MSHD
 EG1212  HISTORY     - 1976     GOOD             DOD
 EG1212  HISTORY     - 20080417 GOOD             MSDOT
 EG1212
 EG1212                          STATION DESCRIPTION
 EG1212
 EG1212'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1212'2.20 MI NW FROM OLIVE BRANCH.
 EG1212'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1212'GO NORTHWEST ON HIGHWAY 78 FOR 2.20 MILES TO THE LAKESIDE MOTEL AND
 EG1212'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG1212'ROUND CONCRETE POST, 47.3 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 EG1212'78, 6.1 FEET NORTH OF A FENCE, 3.2 FEET NORTH OF A POWER POLE, 1 FOOT
 EG1212'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND
 EG1212'PROJECTS 3 INCHES.
 EG1212
 EG1212                          STATION RECOVERY (1976)
 EG1212
 EG1212'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 EG1212'OLD HWY 78. CONSTRUCTION WORK ON HIGHWAY 78 HAS CHANGED AND ALTERED
 EG1212'THE ORIGINAL ROUTE. THE FIRST ROAD ON THE LEFT EAST OF THE
 EG1212'INTERSECTION OF HOLMES ROAD AND HWY 78 IS OLD HWY 78.
 EG1212
 EG1212                          STATION RECOVERY (2008)
 EG1212
 EG1212'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1212'THE OLD MOTEL MENTIONED IN THE PREVIOUS DESCRIPTION IS BARELY
 EG1212'IDENTIFIABLE ON THE NORTHEAST SIDE OF THE HIGHWAY WITH THE MARK
 EG1212'LOCATED ON THE SOUTHWEST SIDE OF THE HIGHWAY. THE WITNESS POST IS
 EG1212'STILL PRESENT AND THE MARK IS LOCATED 105.0 FEET NORTH OF THE
 EG1212'NORTHWEST CORNER OF A RED BRICK BUILDING, 140.0 FEET NORTHEAST OF THE
 EG1212'NORTHEAST CORNER OF A BROWN BRICK BUILDING, AND 5.0' SOUTHEAST OF A
 EG1212'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1213 ***********************************************************************
 EG1213  DESIGNATION -  78 V 133
 EG1213  PID         -  EG1213
 EG1213  STATE/COUNTY-  MS/DE SOTO
 EG1213  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1213
 EG1213                         *CURRENT SURVEY CONTROL
 EG1213  ___________________________________________________________________
 EG1213* NAD 83(1986)-  34 59 16.     (N)    089 51 45.     (W)     SCALED    
 EG1213* NAVD 88     -       101.759  (meters)     333.85   (feet)  ADJUSTED  
 EG1213  ___________________________________________________________________
 EG1213  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1213  DYNAMIC HT  -         101.664 (meters)     333.54  (feet)  COMP
 EG1213  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 EG1213
 EG1213  VERT ORDER  -  SECOND    CLASS 0
 EG1213
 EG1213.The horizontal coordinates were scaled from a topographic map and have
 EG1213.an estimated accuracy of +/- 6 seconds.
 EG1213
 EG1213.The orthometric height was determined by differential leveling
 EG1213.and adjusted in June 1991.
 EG1213
 EG1213.The geoid height was determined by GEOID03.
 EG1213
 EG1213.The dynamic height is computed by dividing the NAVD 88
 EG1213.geopotential number by the normal gravity value computed on the
 EG1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1213.degrees latitude (g = 980.6199 gals.).
 EG1213
 EG1213.The modeled gravity was interpolated from observed gravity values.
 EG1213
 EG1213;                    North         East    Units  Estimated Accuracy
 EG1213;SPC MS W     -   608,620.      742,990.      MT  (+/- 180 meters Scaled)
 EG1213
 EG1213                          SUPERSEDED SURVEY CONTROL
 EG1213
 EG1213  NGVD 29 (??/??/92)  101.719  (m)          333.72   (f) ADJ UNCH    2 0
 EG1213
 EG1213.Superseded values are not recommended for survey control.
 EG1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1213.See file dsdata.txt to determine how the superseded data were derived.
 EG1213
 EG1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD387754(NAD 83)
 EG1213_MARKER: DD = SURVEY DISK
 EG1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1213_STAMPING: 78V-133 1965
 EG1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1213+STABILITY: SURFACE MOTION
 EG1213
 EG1213  HISTORY     - Date     Condition        Report By
 EG1213  HISTORY     - 1965     MONUMENTED       MSHD
 EG1213  HISTORY     - 1966     GOOD             MSHD
 EG1213  HISTORY     - 1976     GOOD             DOD
 EG1213  HISTORY     - 20080417 MARK NOT FOUND   MSDOT
 EG1213
 EG1213                          STATION DESCRIPTION
 EG1213
 EG1213'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1213'3.04 MI NW FROM OLIVE BRANCH.
 EG1213'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1213'GO NORTHWEST ON HIGHWAY 78 FOR 3.04 MILES TO A CROSSROADS AND THE MARK
 EG1213'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG1213'CONCRETE POST, 60.4 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78,
 EG1213'28.4 FEET NORTHWEST OF THE CENTERLINE OF A ROAD, 3.4 FEET SOUTHEAST OF
 EG1213'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 EG1213'WITH HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG1213
 EG1213                          STATION RECOVERY (1976)
 EG1213
 EG1213'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 EG1213'OLD HWY 78. CONSTRUCTION WORK ON HIGHWAY 78 HAS CHANGED AND ALTERED
 EG1213'THE ORIGINAL ROUTE. THE FIRST ROAD ON THE LEFT EAST OF THE
 EG1213'INTERSECTION OF HOLMES ROAD AND HWY 78 IS OLD HWY 78.
 EG1213
 EG1213                          STATION RECOVERY (2008)
 EG1213
 EG1213'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1214 ***********************************************************************
 EG1214  DESIGNATION -  78 V 134
 EG1214  PID         -  EG1214
 EG1214  STATE/COUNTY-  MS/DE SOTO
 EG1214  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1214
 EG1214                         *CURRENT SURVEY CONTROL
 EG1214  ___________________________________________________________________
 EG1214* NAD 83(1986)-  34 59 41.     (N)    089 52 17.     (W)     SCALED    
 EG1214* NAVD 88     -        99.307  (meters)     325.81   (feet)  ADJUSTED  
 EG1214  ___________________________________________________________________
 EG1214  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1214  DYNAMIC HT  -          99.214 (meters)     325.50  (feet)  COMP
 EG1214  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 EG1214
 EG1214  VERT ORDER  -  SECOND    CLASS 0
 EG1214
 EG1214.The horizontal coordinates were scaled from a topographic map and have
 EG1214.an estimated accuracy of +/- 6 seconds.
 EG1214
 EG1214.The orthometric height was determined by differential leveling
 EG1214.and adjusted in June 1991.
 EG1214
 EG1214.The geoid height was determined by GEOID03.
 EG1214
 EG1214.The dynamic height is computed by dividing the NAVD 88
 EG1214.geopotential number by the normal gravity value computed on the
 EG1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1214.degrees latitude (g = 980.6199 gals.).
 EG1214
 EG1214.The modeled gravity was interpolated from observed gravity values.
 EG1214
 EG1214;                    North         East    Units  Estimated Accuracy
 EG1214;SPC MS W     -   609,390.      742,170.      MT  (+/- 180 meters Scaled)
 EG1214
 EG1214                          SUPERSEDED SURVEY CONTROL
 EG1214
 EG1214  NGVD 29 (??/??/92)   99.267  (m)          325.68   (f) ADJ UNCH    2 0
 EG1214
 EG1214.Superseded values are not recommended for survey control.
 EG1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1214.See file dsdata.txt to determine how the superseded data were derived.
 EG1214
 EG1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD379762(NAD 83)
 EG1214_MARKER: DD = SURVEY DISK
 EG1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1214_STAMPING: 78V-134 1965
 EG1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1214+STABILITY: SURFACE MOTION
 EG1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1214+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 EG1214
 EG1214  HISTORY     - Date     Condition        Report By
 EG1214  HISTORY     - 1965     MONUMENTED       MSHD
 EG1214  HISTORY     - 1966     GOOD             MSHD
 EG1214  HISTORY     - 20080417 GOOD             MSDOT
 EG1214
 EG1214                          STATION DESCRIPTION
 EG1214
 EG1214'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1214'3.75 MI NW FROM OLIVE BRANCH.
 EG1214'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH
 EG1214'GO NORTHWEST ON HIGHWAY 78 FOR 3.75 MILES TO THE MISSISSIPPI AND
 EG1214'TENNESSEE STATE LINE AND THE MARK ON THE RIGHT.  THE MARK IS A DISK
 EG1214'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 26.6 FEET NORTHEAST
 EG1214'OF THE CENTERLINE OF HIGHWAY 78, 18.8 FEET SOUTHEAST OF THE TENNESSEE
 EG1214'STATE LINE SIGNS, 3.9 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTHEAST
 EG1214'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 3
 EG1214'INCHES.
 EG1214
 EG1214                          STATION RECOVERY (2008)
 EG1214
 EG1214'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1214'MARK WAS RECOVERED ABOUT 1.0 FOOT UNDERGROUND, 3.0 FEET NORTHWEST OF A
 EG1214'POWER POLE, 10.0 FEET SOUTH OF A FENCE CORNER FOR THE MMC CONCRETE
 EG1214'PLANT, AND 75 FEET NORTHWEST OF THE INTERSECTION OF OLD HWY 78 AND
 EG1214'YAHWEH ROAD LEADING INTO THE CHICKASAW INDUSTRIAL PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0989 ***********************************************************************
 EG0989  DESIGNATION -  78 V 135
 EG0989  PID         -  EG0989
 EG0989  STATE/COUNTY-  MS/MARSHALL
 EG0989  USGS QUAD   -  POTTS CAMP (1982)
 EG0989
 EG0989                         *CURRENT SURVEY CONTROL
 EG0989  ___________________________________________________________________
 EG0989* NAD 83(1986)-  34 38 26.     (N)    089 17 53.     (W)     SCALED    
 EG0989* NAVD 88     -       109.398  (meters)     358.92   (feet)  ADJUSTED  
 EG0989  ___________________________________________________________________
 EG0989  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG0989  DYNAMIC HT  -         109.293 (meters)     358.57  (feet)  COMP
 EG0989  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EG0989
 EG0989  VERT ORDER  -  SECOND    CLASS 0
 EG0989
 EG0989.The horizontal coordinates were scaled from a topographic map and have
 EG0989.an estimated accuracy of +/- 6 seconds.
 EG0989
 EG0989.The orthometric height was determined by differential leveling
 EG0989.and adjusted in June 1991.
 EG0989
 EG0989.The geoid height was determined by GEOID03.
 EG0989
 EG0989.The dynamic height is computed by dividing the NAVD 88
 EG0989.geopotential number by the normal gravity value computed on the
 EG0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0989.degrees latitude (g = 980.6199 gals.).
 EG0989
 EG0989.The modeled gravity was interpolated from observed gravity values.
 EG0989
 EG0989;                    North         East    Units  Estimated Accuracy
 EG0989;SPC MS E     -   570,100.      257,390.      MT  (+/- 180 meters Scaled)
 EG0989
 EG0989                          SUPERSEDED SURVEY CONTROL
 EG0989
 EG0989  NGVD 29 (??/??/92)  109.370  (m)          358.82   (f) ADJ UNCH    2 0
 EG0989
 EG0989.Superseded values are not recommended for survey control.
 EG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0989.See file dsdata.txt to determine how the superseded data were derived.
 EG0989
 EG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD893355(NAD 83)
 EG0989_MARKER: DD = SURVEY DISK
 EG0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0989_STAMPING: 78V-135 1965
 EG0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0989+STABILITY: SURFACE MOTION
 EG0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0989+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 EG0989
 EG0989  HISTORY     - Date     Condition        Report By
 EG0989  HISTORY     - 1965     MONUMENTED       MSHD
 EG0989  HISTORY     - 1966     GOOD             MSHD
 EG0989  HISTORY     - 20030930 GOOD             USACE
 EG0989  HISTORY     - 20080416 GOOD             MSDOT
 EG0989
 EG0989                          STATION DESCRIPTION
 EG0989
 EG0989'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0989'0.36 MI SE FROM POTTS CAMP.
 EG0989'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO SOUTHEAST ON
 EG0989'HIGHWAY 78 FOR 0.34 MILE TO THE BENTON AND MARSHALL COUNTY LINE,
 EG0989'CONTINUE SOUTHEAST FOR 0.02 MILE TO THE MARK ON THE LEFT.  THE MARK IS
 EG0989'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 95.0
 EG0989'FEET NORTHWEST OF CENTERLINE OF DRIVEWAY, 42.7 FEET NORTHEAST OF THE
 EG0989'CENTERLINE OF HIGHWAY 78, 4.0 FEET SOUTH OF A FENCE, 3.7 FEET EAST OF
 EG0989'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE
 EG0989'THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0989
 EG0989                          STATION RECOVERY (2003)
 EG0989
 EG0989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0989'RECOVERED IN GOOD CONDITION.
 EG0989
 EG0989                          STATION RECOVERY (2008)
 EG0989
 EG0989'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0286 ***********************************************************************
 EG0286  DESIGNATION -  78 V 14
 EG0286  PID         -  EG0286
 EG0286  STATE/COUNTY-  MS/ITAWAMBA
 EG0286  USGS QUAD   -  FULTON (1992)
 EG0286
 EG0286                         *CURRENT SURVEY CONTROL
 EG0286  ___________________________________________________________________
 EG0286* NAD 83(1986)-  34 16 38.     (N)    088 22 46.     (W)     SCALED    
 EG0286* NAVD 88     -       126.965  (meters)     416.55   (feet)  ADJUSTED  
 EG0286  ___________________________________________________________________
 EG0286  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0286  DYNAMIC HT  -         126.837 (meters)     416.13  (feet)  COMP
 EG0286  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 EG0286
 EG0286  VERT ORDER  -  SECOND    CLASS 0
 EG0286
 EG0286.The horizontal coordinates were scaled from a topographic map and have
 EG0286.an estimated accuracy of +/- 6 seconds.
 EG0286
 EG0286.The orthometric height was determined by differential leveling
 EG0286.and adjusted in June 1991.
 EG0286
 EG0286.The geoid height was determined by GEOID03.
 EG0286
 EG0286.The dynamic height is computed by dividing the NAVD 88
 EG0286.geopotential number by the normal gravity value computed on the
 EG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0286.degrees latitude (g = 980.6199 gals.).
 EG0286
 EG0286.The modeled gravity was interpolated from observed gravity values.
 EG0286
 EG0286;                    North         East    Units  Estimated Accuracy
 EG0286;SPC MS E     -   529,790.      341,790.      MT  (+/- 180 meters Scaled)
 EG0286
 EG0286                          SUPERSEDED SURVEY CONTROL
 EG0286
 EG0286  NGVD 29 (??/??/92)  126.905  (m)          416.35   (f) ADJ UNCH    2 0
 EG0286
 EG0286.Superseded values are not recommended for survey control.
 EG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0286.See file dsdata.txt to determine how the superseded data were derived.
 EG0286
 EG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC730937(NAD 83)
 EG0286_MARKER: DD = SURVEY DISK
 EG0286_SETTING: 0 = UNSPECIFIED SETTING
 EG0286_STAMPING: BM 78V-14 1965
 EG0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0286
 EG0286  HISTORY     - Date     Condition        Report By
 EG0286  HISTORY     - 1965     MONUMENTED       MSHD
 EG0286  HISTORY     - 1976     GOOD             MSHD
 EG0286  HISTORY     - 1978     GOOD             MSHD
 EG0286
 EG0286                          STATION DESCRIPTION
 EG0286
 EG0286'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0286'1.75 MI E FROM FULTON.
 EG0286'THE MARK IS LOCATED 1.75 MILES EAST OF FULTON ON THE SOUTH RIGHT OF
 EG0286'WAY OF U.S. HIGHWAY 78, 0.65 MILE EAST OF THE JUNCTION OF STATE
 EG0286'HIGHWAY 25 LEADING NORTH IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF
 EG0286'SECTION 29, T 9S, R 9E.  TO REACH FROM THE COURTHOUSE IN FULTON GO
 EG0286'EAST ON U.S. HIGHWAY 78 FOR 1.75 MILES TO THE MARK ON THE RIGHT.
 EG0286
 EG0286                          STATION RECOVERY (1978)
 EG0286
 EG0286'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0286'THE MARK IS LOCATED 1.75 MILES EAST OF FULTON ON THE SOUTH RIGHT OF
 EG0286'WAY OF U.S. HIGHWAY 78, 0.7 MILE WEST OF THE JUNCTION OF STATE
 EG0286'HIGHWAY 25 LEADING NORTH, 0.4 MILE WEST OF THE TRUCK SCALES IN THE
 EG0286'NORTHWEST 1/4 OF SECTION 29, T 9S, R 9E. IT IS 84 FEET NORTHEAST OF
 EG0286'THE NORTHEAST CORNER OF THE PORCH OF A STOCCO HOUSE, 42.5 FEET SOUTH
 EG0286'OF THE CENTER OF HIGHWAY 78, 36.5 FEET NORTH OF A 9 INCH PERSIMMON,
 EG0286'35 FEET EAST OF THE CENTER OF A DRIVEWAY, 17 FEET SOUTHEAST OF A
 EG0286'TELEPHONE CABLE POLE, 3 FEET EAST OF A POWER POLE, 2 FEET WEST OF A
 EG0286'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2
 EG0286'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS 4 INCHES BELOW THE GROUND.
 EG0286'TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR
 EG0286'1.75 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0285 ***********************************************************************
 EG0285  DESIGNATION -  78 V 15
 EG0285  PID         -  EG0285
 EG0285  STATE/COUNTY-  MS/ITAWAMBA
 EG0285  USGS QUAD   -  FULTON (1992)
 EG0285
 EG0285                         *CURRENT SURVEY CONTROL
 EG0285  ___________________________________________________________________
 EG0285* NAD 83(1986)-  34 16 22.     (N)    088 23 22.     (W)     SCALED    
 EG0285* NAVD 88     -       120.264  (meters)     394.57   (feet)  ADJUSTED  
 EG0285  ___________________________________________________________________
 EG0285  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0285  DYNAMIC HT  -         120.144 (meters)     394.17  (feet)  COMP
 EG0285  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 EG0285
 EG0285  VERT ORDER  -  SECOND    CLASS 0
 EG0285
 EG0285.The horizontal coordinates were scaled from a topographic map and have
 EG0285.an estimated accuracy of +/- 6 seconds.
 EG0285
 EG0285.The orthometric height was determined by differential leveling
 EG0285.and adjusted in June 1991.
 EG0285
 EG0285.The geoid height was determined by GEOID03.
 EG0285
 EG0285.The dynamic height is computed by dividing the NAVD 88
 EG0285.geopotential number by the normal gravity value computed on the
 EG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0285.degrees latitude (g = 980.6199 gals.).
 EG0285
 EG0285.The modeled gravity was interpolated from observed gravity values.
 EG0285
 EG0285;                    North         East    Units  Estimated Accuracy
 EG0285;SPC MS E     -   529,290.      340,880.      MT  (+/- 180 meters Scaled)
 EG0285
 EG0285                          SUPERSEDED SURVEY CONTROL
 EG0285
 EG0285  NGVD 29 (??/??/92)  120.203  (m)          394.37   (f) ADJ UNCH    2 0
 EG0285
 EG0285.Superseded values are not recommended for survey control.
 EG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0285.See file dsdata.txt to determine how the superseded data were derived.
 EG0285
 EG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC720932(NAD 83)
 EG0285_MARKER: DD = SURVEY DISK
 EG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0285_STAMPING: 78V-15 1965
 EG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0285+STABILITY: SURFACE MOTION
 EG0285
 EG0285  HISTORY     - Date     Condition        Report By
 EG0285  HISTORY     - 1965     MONUMENTED       MSHD
 EG0285  HISTORY     - 1972     GOOD             NGS
 EG0285  HISTORY     - 1978     GOOD             MSHD
 EG0285
 EG0285                          STATION DESCRIPTION
 EG0285
 EG0285'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0285'1.1 MI E FROM FULTON.
 EG0285'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO EAST ON U.
 EG0285'S. HIGHWAY 78 FOR 1.10 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A
 EG0285'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 45 FEET
 EG0285'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER OF
 EG0285'A GRAVEL ROAD EAST BANKHEAD ROAD, 5 FEET WEST OF A POWERLINE POLE, 73
 EG0285'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A STREET LIGHT POLE WITH
 EG0285'METER, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EG0285'HIGHWAY AND FLUSH WITH THE GROUND.
 EG0285
 EG0285                          STATION RECOVERY (1972)
 EG0285
 EG0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EG0285'RECOVERED IN GOOD CONDITION.
 EG0285
 EG0285                          STATION RECOVERY (1978)
 EG0285
 EG0285'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0285'THE MARK IS LOCATED 1.2 MILES EAST OF FULTON ON THE SOUTH RIGHT OF
 EG0285'WAY OF U.S. HIGHWAY 78 IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF
 EG0285'SECTION 30, T 9S, R 9E. IT IS 46 FEET SOUTH-SOUTHEAST OF THE CENTER
 EG0285'OF HIGHWAY 78, 46 FEET NORTHEAST OF THE SOUTH POST OF THE DAVIS FORD
 EG0285'COMPANY SIGN, 28 FEET NORTHWEST OF THE CENTER OF BANKHEAD STREET, 5
 EG0285'FEET SOUTHWEST OF A POWER POLE, 1 FOOT EAST-NORTHEAST OF A METAL
 EG0285'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 EG0285'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 EG0285'FROM THE COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR 1.2
 EG0285'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0284 ***********************************************************************
 EG0284  DESIGNATION -  78 V 16
 EG0284  PID         -  EG0284
 EG0284  STATE/COUNTY-  MS/ITAWAMBA
 EG0284  USGS QUAD   -  FULTON (1992)
 EG0284
 EG0284                         *CURRENT SURVEY CONTROL
 EG0284  ___________________________________________________________________
 EG0284* NAD 83(1986)-  34 16 20.     (N)    088 24 02.     (W)     SCALED    
 EG0284* NAVD 88     -        99.518  (meters)     326.50   (feet)  ADJUSTED  
 EG0284  ___________________________________________________________________
 EG0284  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0284  DYNAMIC HT  -          99.418 (meters)     326.17  (feet)  COMP
 EG0284  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 EG0284
 EG0284  VERT ORDER  -  SECOND    CLASS 0
 EG0284
 EG0284.The horizontal coordinates were scaled from a topographic map and have
 EG0284.an estimated accuracy of +/- 6 seconds.
 EG0284
 EG0284.The orthometric height was determined by differential leveling
 EG0284.and adjusted in June 1991.
 EG0284
 EG0284.The geoid height was determined by GEOID03.
 EG0284
 EG0284.The dynamic height is computed by dividing the NAVD 88
 EG0284.geopotential number by the normal gravity value computed on the
 EG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0284.degrees latitude (g = 980.6199 gals.).
 EG0284
 EG0284.The modeled gravity was interpolated from observed gravity values.
 EG0284
 EG0284;                    North         East    Units  Estimated Accuracy
 EG0284;SPC MS E     -   529,230.      339,850.      MT  (+/- 180 meters Scaled)
 EG0284
 EG0284                          SUPERSEDED SURVEY CONTROL
 EG0284
 EG0284  NGVD 29 (??/??/92)   99.456  (m)          326.30   (f) ADJ UNCH    2 0
 EG0284
 EG0284.Superseded values are not recommended for survey control.
 EG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0284.See file dsdata.txt to determine how the superseded data were derived.
 EG0284
 EG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC710932(NAD 83)
 EG0284_MARKER: DD = SURVEY DISK
 EG0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0284_STAMPING: 78V-16 1965
 EG0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0284+STABILITY: SURFACE MOTION
 EG0284
 EG0284  HISTORY     - Date     Condition        Report By
 EG0284  HISTORY     - 1965     MONUMENTED       MSHD
 EG0284  HISTORY     - 1972     GOOD             NGS
 EG0284  HISTORY     - 1978     GOOD             MSHD
 EG0284
 EG0284                          STATION DESCRIPTION
 EG0284
 EG0284'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0284'0.5 MI E FROM FULTON.
 EG0284'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO EAST ON U.
 EG0284'S. HIGHWAY 78 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 25 SOUTH
 EG0284'AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0284'12-INCH ROUND, CONCRETE POST.  IT IS 84.5 FEET EAST OF THE CENTERLINE
 EG0284'OF STATE HIGHWAY 25, 25 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY
 EG0284'78, 10 FEET EAST OF A POWERLINE POLE, 8 FEET WEST OF A POWERLINE POLE
 EG0284'WITH WIRES LEADING IN FOUR DIRECTIONS, 1 FOOT EAST OF A METAL WITNESS
 EG0284'POST AND FLUSH WITH THE GROUND.
 EG0284
 EG0284                          STATION RECOVERY (1972)
 EG0284
 EG0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EG0284'RECOVERED IN GOOD CONDITION.
 EG0284
 EG0284                          STATION RECOVERY (1978)
 EG0284
 EG0284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0284'THE MARK IS LOCATED 0.5 MILE EAST OF FULTON IN THE SOUTHEAST ANGLE OF
 EG0284'THE JUNCTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY 78 IN THE NORTHWEST
 EG0284'1/4 OF THE SOUTHWEST 1/4 OF SECTION 30, T 9S, R 9E. IT IS 84 FEET
 EG0284'EAST OF THE CENTER OF HIGHWAY 25, 56 FEET NORTHWEST OF THE NORTHWEST
 EG0284'CORNER OF THE PORCH OF A CONCRETE BLOCK STORE, 35.5 FEET SOUTH OF THE
 EG0284'CENTER OF HIGHWAY 25, 8 FEET WEST OF A POWER POLE WITH A LAMP AND A
 EG0284'TRANSFORMER, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0284'ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 EG0284'COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR 0.5 MILE TO THE
 EG0284'JUNCTION OF STATE HIGHWAY 25 AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0281 ***********************************************************************
 EG0281  DESIGNATION -  78 V 17
 EG0281  PID         -  EG0281
 EG0281  STATE/COUNTY-  MS/ITAWAMBA
 EG0281  USGS QUAD   -  FULTON (1992)
 EG0281
 EG0281                         *CURRENT SURVEY CONTROL
 EG0281  ___________________________________________________________________
 EG0281* NAD 83(1986)-  34 16 24.     (N)    088 25 22.     (W)     SCALED    
 EG0281* NAVD 88     -        81.457  (meters)     267.25   (feet)  ADJUSTED  
 EG0281  ___________________________________________________________________
 EG0281  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0281  DYNAMIC HT  -          81.375 (meters)     266.98  (feet)  COMP
 EG0281  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 EG0281
 EG0281  VERT ORDER  -  SECOND    CLASS 0
 EG0281
 EG0281.The horizontal coordinates were scaled from a topographic map and have
 EG0281.an estimated accuracy of +/- 6 seconds.
 EG0281
 EG0281.The orthometric height was determined by differential leveling
 EG0281.and adjusted in June 1991.
 EG0281
 EG0281.The geoid height was determined by GEOID03.
 EG0281
 EG0281.The dynamic height is computed by dividing the NAVD 88
 EG0281.geopotential number by the normal gravity value computed on the
 EG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0281.degrees latitude (g = 980.6199 gals.).
 EG0281
 EG0281.The modeled gravity was interpolated from observed gravity values.
 EG0281
 EG0281;                    North         East    Units  Estimated Accuracy
 EG0281;SPC MS E     -   529,340.      337,810.      MT  (+/- 180 meters Scaled)
 EG0281
 EG0281                          SUPERSEDED SURVEY CONTROL
 EG0281
 EG0281  NGVD 29 (??/??/92)   81.391  (m)          267.03   (f) ADJ UNCH    2 0
 EG0281
 EG0281.Superseded values are not recommended for survey control.
 EG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0281.See file dsdata.txt to determine how the superseded data were derived.
 EG0281
 EG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC690933(NAD 83)
 EG0281_MARKER: DD = SURVEY DISK
 EG0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0281_SP_SET: CULVERT
 EG0281_STAMPING: 78V-17 1965
 EG0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0281
 EG0281  HISTORY     - Date     Condition        Report By
 EG0281  HISTORY     - 1965     MONUMENTED       MSHD
 EG0281  HISTORY     - 1978     GOOD             MSHD
 EG0281
 EG0281                          STATION DESCRIPTION
 EG0281
 EG0281'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0281'0.75 MI W FROM FULTON.
 EG0281'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO WEST ON
 EG0281'HIGHWAY 78 FOR 0.75 MILE TO A TVA POWER SUB STATION AND THE MARK ON
 EG0281'THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0281'NORTH END OF THE EAST HEADWALL TO A BOX CULVERT, UNDER THE DRIVEWAY
 EG0281'LEADING FROM U. S. HIGHWAY 78 TO A TVA POWER SUB STATION AND 76.5 FEET
 EG0281'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS ABOUT THE LEVEL
 EG0281'OF THE HIGHWAY.
 EG0281
 EG0281                          STATION RECOVERY (1978)
 EG0281
 EG0281'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0281'THE MARK IS LOCATED 0.8 MILE WEST OF FULTON IN A CULVERT UNDER A
 EG0281'DRIVEWAY TO A POWER SUB-STATION IN THE NORTHEAST 1/4 OF SECTION 26, T
 EG0281'9S, R 8E. IT IS 78.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 EG0281'CYCLONE FENCE AROUND A POWER SUB-STATION, 77 FEET SOUTH OF THE CENTER
 EG0281'OF HIGHWAY 78, 23 FEET EAST OF THE CENTER OF THE DRIVEWAY SET IN A
 EG0281'DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 30 INCH
 EG0281'CONCRETE PIPE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. TO
 EG0281'REACH FROM THE COURTHOUSE IN FULTON GO WEST ON U.S. HIGHWAY 78 FOR
 EG0281'0.8 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0279 ***********************************************************************
 EG0279  DESIGNATION -  78 V 18
 EG0279  PID         -  EG0279
 EG0279  STATE/COUNTY-  MS/ITAWAMBA
 EG0279  USGS QUAD   -  FULTON (1992)
 EG0279
 EG0279                         *CURRENT SURVEY CONTROL
 EG0279  ___________________________________________________________________
 EG0279* NAD 83(1986)-  34 16 11.     (N)    088 26 16.     (W)     SCALED    
 EG0279* NAVD 88     -        82.421  (meters)     270.41   (feet)  ADJUSTED  
 EG0279  ___________________________________________________________________
 EG0279  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0279  DYNAMIC HT  -          82.338 (meters)     270.14  (feet)  COMP
 EG0279  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 EG0279
 EG0279  VERT ORDER  -  SECOND    CLASS 0
 EG0279
 EG0279.The horizontal coordinates were scaled from a topographic map and have
 EG0279.an estimated accuracy of +/- 6 seconds.
 EG0279
 EG0279.The orthometric height was determined by differential leveling
 EG0279.and adjusted in June 1991.
 EG0279
 EG0279.The geoid height was determined by GEOID03.
 EG0279
 EG0279.The dynamic height is computed by dividing the NAVD 88
 EG0279.geopotential number by the normal gravity value computed on the
 EG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0279.degrees latitude (g = 980.6199 gals.).
 EG0279
 EG0279.The modeled gravity was interpolated from observed gravity values.
 EG0279
 EG0279;                    North         East    Units  Estimated Accuracy
 EG0279;SPC MS E     -   528,940.      336,430.      MT  (+/- 180 meters Scaled)
 EG0279
 EG0279                          SUPERSEDED SURVEY CONTROL
 EG0279
 EG0279  NGVD 29 (??/??/92)   82.351  (m)          270.18   (f) ADJ UNCH    2 0
 EG0279
 EG0279.Superseded values are not recommended for survey control.
 EG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0279.See file dsdata.txt to determine how the superseded data were derived.
 EG0279
 EG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC676929(NAD 83)
 EG0279_MARKER: DD = SURVEY DISK
 EG0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0279_SP_SET: ABUTMENT
 EG0279_STAMPING: 78V-18 1965
 EG0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0279+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 EG0279
 EG0279  HISTORY     - Date     Condition        Report By
 EG0279  HISTORY     - 1965     MONUMENTED       MSHD
 EG0279  HISTORY     - 1978     GOOD             MSHD
 EG0279  HISTORY     - 20040328 GOOD             INDIV
 EG0279
 EG0279                          STATION DESCRIPTION
 EG0279
 EG0279'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0279'1.65 MI W FROM FULTON.
 EG0279'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO WEST ON U.
 EG0279'S. HIGHWAY 78 FOR 1.65 MILES TO A BRIDGE AND THE MARK ON THE RIGHT.
 EG0279'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTHWEST
 EG0279'ABUTMENT OF A CONCRETE BRIDGE, 15.5 FEET NORTH OF THE CENTERLINE OF
 EG0279'THE HIGHWAY, THE THIRD BRIDGE EAST OF THE TOMBIGBEE RIVER BRIDGE, AND
 EG0279'ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 EG0279
 EG0279                          STATION RECOVERY (1978)
 EG0279
 EG0279'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0279'THE MARK IS LOCATED 1.8 MILES WEST OF FULTON IN THE THIRD BRIDGE EAST
 EG0279'OF THE TOMBIGBEE RIVER BRIDGE NEAR THE CENTER OF THE WEST SIDE OF
 EG0279'SECTION 26, T 9S, R 8E. IT IS 15.5 FEET NORTH OF THE CENTER OF
 EG0279'HIGHWAY 78 SET IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT
 EG0279'OF A CONCRETE BRIDGE ON WOODEN PILES AND IS ABOUT 6 INCHES BELOW THE
 EG0279'LEVEL OF THE HIGHWAY. TO REACH FROM THE COURTHOUSE IN FULTON GO WEST
 EG0279'ON U.S. HIGHWAY 78 FOR 1.9 MILES TO THE BRIDGE AND THE MARK ON THE
 EG0279'RIGHT.
 EG0279
 EG0279                          STATION RECOVERY (2004)
 EG0279
 EG0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 EG0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1288 ***********************************************************************
 EG1288  DESIGNATION -  78 V 19 RESET
 EG1288  PID         -  EG1288
 EG1288  STATE/COUNTY-  MS/ITAWAMBA
 EG1288  USGS QUAD   -  FULTON (1992)
 EG1288
 EG1288                         *CURRENT SURVEY CONTROL
 EG1288  ___________________________________________________________________
 EG1288* NAD 83(1986)-  34 15 20.     (N)    088 27 28.     (W)     SCALED    
 EG1288* NAVD 88     -        87.00   (+/-2cm)     285.4    (feet)  VERTCON   
 EG1288  ___________________________________________________________________
 EG1288  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1288  VERT ORDER  -  THIRD (See Below)
 EG1288
 EG1288.The horizontal coordinates were scaled from a topographic map and have
 EG1288.an estimated accuracy of +/- 6 seconds.
 EG1288
 EG1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1288.The vertical order pertains to the NGVD 29 superseded value.
 EG1288
 EG1288.The geoid height was determined by GEOID03.
 EG1288
 EG1288;                    North         East    Units  Estimated Accuracy
 EG1288;SPC MS E     -   527,360.      334,590.      MT  (+/- 180 meters Scaled)
 EG1288
 EG1288                          SUPERSEDED SURVEY CONTROL
 EG1288
 EG1288  NGVD 29 (08/12/04)   86.93   (m)          285.2    (f) RESET       3  
 EG1288
 EG1288.Superseded values are not recommended for survey control.
 EG1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1288.See file dsdata.txt to determine how the superseded data were derived.
 EG1288
 EG1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC657914(NAD 83)
 EG1288_MARKER: DB = BENCH MARK DISK
 EG1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1288_STAMPING: 78 V 19 RESET 1979
 EG1288_PROJECTION: RECESSED 3 CENTIMETERS
 EG1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1288+STABILITY: SURFACE MOTION
 EG1288
 EG1288  HISTORY     - Date     Condition        Report By
 EG1288  HISTORY     - 1979     MONUMENTED       NGS
 EG1288
 EG1288                          STATION DESCRIPTION
 EG1288
 EG1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EG1288'3.7 MI WEST FROM FULTON.
 EG1288'3.7 MILES WEST ALONG OLD U.S. HIGHWAY 78 FROM THE COURT HOUSE SQUARE
 EG1288'IN FULTON TO MARK ON LEFT, 130 FT. SOUTH OF THE CENTER OF HIGHWAY,
 EG1288'143.5 FT. NORTHEAST OF NORTHEAST CORNER OF LARGE FRAME HOUSE, 58.5 FT.
 EG1288'EAST OF FENCELINE, 29 FT. EAST-SOUTHEAST OF 28-INCH WALNUT TREE, 1.5
 EG1288'FT. NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0314 ***********************************************************************
 EG0314  DESIGNATION -  78 V 2
 EG0314  PID         -  EG0314
 EG0314  STATE/COUNTY-  MS/ITAWAMBA
 EG0314  USGS QUAD   -  BEXAR (1967)
 EG0314
 EG0314                         *CURRENT SURVEY CONTROL
 EG0314  ___________________________________________________________________
 EG0314* NAD 83(1986)-  34 13 12.     (N)    088 12 49.     (W)     SCALED    
 EG0314* NAVD 88     -       117.309  (meters)     384.87   (feet)  ADJUSTED  
 EG0314  ___________________________________________________________________
 EG0314  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0314  DYNAMIC HT  -         117.191 (meters)     384.48  (feet)  COMP
 EG0314  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 EG0314
 EG0314  VERT ORDER  -  SECOND    CLASS 0
 EG0314
 EG0314.The horizontal coordinates were scaled from a topographic map and have
 EG0314.an estimated accuracy of +/- 6 seconds.
 EG0314
 EG0314.The orthometric height was determined by differential leveling
 EG0314.and adjusted in June 1991.
 EG0314
 EG0314.The geoid height was determined by GEOID03.
 EG0314
 EG0314.The dynamic height is computed by dividing the NAVD 88
 EG0314.geopotential number by the normal gravity value computed on the
 EG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0314.degrees latitude (g = 980.6199 gals.).
 EG0314
 EG0314.The modeled gravity was interpolated from observed gravity values.
 EG0314
 EG0314;                    North         East    Units  Estimated Accuracy
 EG0314;SPC MS E     -   523,520.      357,100.      MT  (+/- 180 meters Scaled)
 EG0314
 EG0314                          SUPERSEDED SURVEY CONTROL
 EG0314
 EG0314  NGVD 29 (??/??/92)  117.247  (m)          384.67   (f) ADJ UNCH    2 0
 EG0314
 EG0314.Superseded values are not recommended for survey control.
 EG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0314.See file dsdata.txt to determine how the superseded data were derived.
 EG0314
 EG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC882872(NAD 83)
 EG0314_MARKER: DD = SURVEY DISK
 EG0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0314_SP_SET: ABUTMENT
 EG0314_STAMPING: 78V-2 1965
 EG0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0314
 EG0314  HISTORY     - Date     Condition        Report By
 EG0314  HISTORY     - 1965     MONUMENTED       MSHD
 EG0314  HISTORY     - 1978     GOOD             MSHD
 EG0314
 EG0314                          STATION DESCRIPTION
 EG0314
 EG0314'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0314'2.70 MI E FROM TREMONT.
 EG0314'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0314'GO EAST ON U. S. HIGHWAY 78 FOR 2.70 MILES TO A SMALL BRIDGE AND THE
 EG0314'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 EG0314'IN THE SOUTHEAST ABUTMENT OF A BRIDGE AND 20 FEET SOUTH OF THE
 EG0314'CENTERLINE OF THE HIGHWAY, APPROXIMATELY 200 FEET WEST OF A GRAVEL
 EG0314'ROAD LEADING NORTH TO THE MT. PLEASANT METHODIST CHURCH, AND 2 FEET
 EG0314'BELOW THE LEVEL OF THE HIGHWAY, APPROXIMATELY 200 FEET WEST OF A
 EG0314'GRAVEL ROAD LEADING NORTH TO THE MT. PLEASANT METHODIST CHURCH, AND 2
 EG0314'FEET BELOW THE LEVEL OF THE HIGHWAY.
 EG0314
 EG0314                          STATION RECOVERY (1978)
 EG0314
 EG0314'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0314'THE MARK IS LOCATED 2.8 MILES EAST OF TREMONT IN A BRIDGE IN THE
 EG0314'SOUTHEAST 1/4 OF SECTION 11, T 10S, R 10E. IT IS 135 FEET EAST OF THE
 EG0314'CENTER OF A PAVED ROAD LEADING SOUTH, 56 FEET NORTHWEST OF A POWER
 EG0314'POLE, 20 FEET SOUTH OF THE CENTER OF HIGHWAY 78 SET IN A DRILL HOLE
 EG0314'0.5 FEET NORTH OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 EG0314'BRIDGE ON WOODEN PILES AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 EG0314'HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 JUST EAST OF
 EG0314'THE POST OFFICE IN TREMONT GO EAST ON U.S. HIGHWAY 78 FOR 3.05 MILES
 EG0314'TO THE BRIDGE AND THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD
 EG0314'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0271 ***********************************************************************
 EG0271  DESIGNATION -  78 V 20
 EG0271  PID         -  EG0271
 EG0271  STATE/COUNTY-  MS/ITAWAMBA
 EG0271  USGS QUAD   -  FULTON (1992)
 EG0271
 EG0271                         *CURRENT SURVEY CONTROL
 EG0271  ___________________________________________________________________
 EG0271* NAD 83(1986)-  34 15 09.     (N)    088 28 36.     (W)     SCALED    
 EG0271* NAVD 88     -        86.437  (meters)     283.59   (feet)  ADJUSTED  
 EG0271  ___________________________________________________________________
 EG0271  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0271  DYNAMIC HT  -          86.350 (meters)     283.30  (feet)  COMP
 EG0271  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 EG0271
 EG0271  VERT ORDER  -  SECOND    CLASS 0
 EG0271
 EG0271.The horizontal coordinates were scaled from a topographic map and have
 EG0271.an estimated accuracy of +/- 6 seconds.
 EG0271
 EG0271.The orthometric height was determined by differential leveling
 EG0271.and adjusted in June 1991.
 EG0271
 EG0271.The geoid height was determined by GEOID03.
 EG0271
 EG0271.The dynamic height is computed by dividing the NAVD 88
 EG0271.geopotential number by the normal gravity value computed on the
 EG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0271.degrees latitude (g = 980.6199 gals.).
 EG0271
 EG0271.The modeled gravity was interpolated from observed gravity values.
 EG0271
 EG0271;                    North         East    Units  Estimated Accuracy
 EG0271;SPC MS E     -   527,010.      332,850.      MT  (+/- 180 meters Scaled)
 EG0271
 EG0271                          SUPERSEDED SURVEY CONTROL
 EG0271
 EG0271  NGVD 29 (??/??/92)   86.357  (m)          283.32   (f) ADJ UNCH    2 0
 EG0271
 EG0271.Superseded values are not recommended for survey control.
 EG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0271.See file dsdata.txt to determine how the superseded data were derived.
 EG0271
 EG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC640911(NAD 83)
 EG0271_MARKER: DD = SURVEY DISK
 EG0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0271_SP_SET: GUARD RAIL
 EG0271_STAMPING: 78V-20 1965
 EG0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0271
 EG0271  HISTORY     - Date     Condition        Report By
 EG0271  HISTORY     - 1965     MONUMENTED       MSHD
 EG0271  HISTORY     - 1978     GOOD             MSHD
 EG0271
 EG0271                          STATION DESCRIPTION
 EG0271
 EG0271'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0271'4.35 MI W FROM FULTON.
 EG0271'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN FULTON GO WEST ON U.
 EG0271'S. HIGHWAY 78 FOR 4.35 MILES TO THE MANTACHIE CREEK BRIDGE AND THE
 EG0271'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0271'DRILLED HOLE IN THE WEST END OF THE NORTH GUARD RAIL, 16 FEET NORTH OF
 EG0271'THE CENTERLINE OF THE BRIDGE ON MANTACHIE CREEK, 0.8 FOOT ABOVE THE
 EG0271'LEVEL OF THE HIGHWAY.
 EG0271
 EG0271                          STATION RECOVERY (1978)
 EG0271
 EG0271'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0271'THE MARK IS LOCATED 4.2 MILES WEST OF FULTON IN THE U.S. HIGHWAY 78
 EG0271'BRIDGE OVER MANTACHIE CREEK IN THE SOUTHEAST 1/4 OF SECTION 32, T 9S,
 EG0271'R 8E. IT IS 16 FEET NORTH OF THE CENTER OF HIGHWAY 78 SET IN A DRILL
 EG0271'HOLE IN THE BASE OF THE CURVED CONCRETE RAILING AT THE WEST END OF
 EG0271'THE NORTH RAIL AND IS ABOUT 0.8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EG0271'TO REACH FROM THE COURTHOUSE IN FULTON GO WEST ON U.S. HIGHWAY 78 FOR
 EG0271'3.1 MILES TO THE JUNCTION OF STATE HIGHWAY 363. CONTINUE WEST ON U.S.
 EG0271'HIGHWAY 78 FOR 1.35 MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0675 ***********************************************************************
 EG0675  DESIGNATION -  78 V 21
 EG0675  PID         -  EG0675
 EG0675  STATE/COUNTY-  MS/ITAWAMBA
 EG0675  USGS QUAD   -  MOOREVILLE (1973)
 EG0675
 EG0675                         *CURRENT SURVEY CONTROL
 EG0675  ___________________________________________________________________
 EG0675* NAD 83(1986)-  34 15 26.     (N)    088 30 18.     (W)     SCALED    
 EG0675* NAVD 88     -       104.320  (meters)     342.26   (feet)  ADJUSTED  
 EG0675  ___________________________________________________________________
 EG0675  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0675  DYNAMIC HT  -         104.215 (meters)     341.91  (feet)  COMP
 EG0675  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EG0675
 EG0675  VERT ORDER  -  SECOND    CLASS 0
 EG0675
 EG0675.The horizontal coordinates were scaled from a topographic map and have
 EG0675.an estimated accuracy of +/- 6 seconds.
 EG0675
 EG0675.The orthometric height was determined by differential leveling
 EG0675.and adjusted in June 1991.
 EG0675
 EG0675.The geoid height was determined by GEOID03.
 EG0675
 EG0675.The dynamic height is computed by dividing the NAVD 88
 EG0675.geopotential number by the normal gravity value computed on the
 EG0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0675.degrees latitude (g = 980.6199 gals.).
 EG0675
 EG0675.The modeled gravity was interpolated from observed gravity values.
 EG0675
 EG0675;                    North         East    Units  Estimated Accuracy
 EG0675;SPC MS E     -   527,530.      330,240.      MT  (+/- 180 meters Scaled)
 EG0675
 EG0675                          SUPERSEDED SURVEY CONTROL
 EG0675
 EG0675  NGVD 29 (??/??/92)  104.235  (m)          341.98   (f) ADJ UNCH    2 0
 EG0675
 EG0675.Superseded values are not recommended for survey control.
 EG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0675.See file dsdata.txt to determine how the superseded data were derived.
 EG0675
 EG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC614917(NAD 83)
 EG0675_MARKER: DD = SURVEY DISK
 EG0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0675_STAMPING: 78V-21 1965
 EG0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0675+STABILITY: SURFACE MOTION
 EG0675
 EG0675  HISTORY     - Date     Condition        Report By
 EG0675  HISTORY     - 1965     MONUMENTED       MSHD
 EG0675  HISTORY     - 1978     GOOD             MSHD
 EG0675
 EG0675                          STATION DESCRIPTION
 EG0675
 EG0675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0675'4.15 MI E FROM MOOREVILLE.
 EG0675'TO REACH THE MARK FROM THE U.S. POST OFFICE IN THE VILLAGE OF
 EG0675'MOOREVILLE GO EAST ON U. S. HIGHWAY 78 FOR 4.15 MILES TO A CROSSROAD
 EG0675'AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0675'12-INCH ROUND, CONCRETE POST.  IT IS 95 FEET SOUTH OF THE CENTERLINE
 EG0675'OF THE HIGHWAY, 32 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 44 FEET
 EG0675'NORTH OF THE CENTER OF A DROP ENDLEAT, 3 FEET NORTHWEST OF A 20-INCH
 EG0675'FORKED PINE TREE, 1 FOOT SOUTH OF A METAL WITNESS POST, 4 FEET BELOW
 EG0675'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0675
 EG0675                          STATION RECOVERY (1978)
 EG0675
 EG0675'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0675'THE MARK IS LOCATED 3.8 MILES EAST OF MOOREVILLE IN THE SOUTHWEST
 EG0675'ANGLE OF A CROSSROAD, 6.5 MILES WEST OF FULTON, 2 MILES EAST OF THE
 EG0675'LEE-ITAWAMBA COUNTY LINE NEAR THE CENTER OF THE EAST SIDE OF SECTION
 EG0675'36, T 9S, R 7E. IT IS 95.5 FEET SOUTH OF THE CENTER OF HIGHWAY 78, 43
 EG0675'FEET NORTH OF THE NORTHEAST CORNER OF A DROP INLET, 33 FEET WEST OF
 EG0675'THE CENTER OF A PAVED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST SET
 EG0675'IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF
 EG0675'THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 EG0675'INTERSECTION OF STATE HIGHWAY 371 AND U.S. HIGHWAY 78 IN MOOREVILLE
 EG0675'GO EAST ON U.S. HIGHWAY 78 FOR 3.8 MILES TO A CROSSROAD AND THE MARK
 EG0675'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0674 ***********************************************************************
 EG0674  DESIGNATION -  78 V 22
 EG0674  PID         -  EG0674
 EG0674  STATE/COUNTY-  MS/ITAWAMBA
 EG0674  USGS QUAD   -  MOOREVILLE (1973)
 EG0674
 EG0674                         *CURRENT SURVEY CONTROL
 EG0674  ___________________________________________________________________
 EG0674* NAD 83(1986)-  34 15 37.     (N)    088 31 19.     (W)     SCALED    
 EG0674* NAVD 88     -       109.832  (meters)     360.34   (feet)  ADJUSTED  
 EG0674  ___________________________________________________________________
 EG0674  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0674  DYNAMIC HT  -         109.722 (meters)     359.98  (feet)  COMP
 EG0674  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EG0674
 EG0674  VERT ORDER  -  SECOND    CLASS 0
 EG0674
 EG0674.The horizontal coordinates were scaled from a topographic map and have
 EG0674.an estimated accuracy of +/- 6 seconds.
 EG0674
 EG0674.The orthometric height was determined by differential leveling
 EG0674.and adjusted in June 1991.
 EG0674
 EG0674.The geoid height was determined by GEOID03.
 EG0674
 EG0674.The dynamic height is computed by dividing the NAVD 88
 EG0674.geopotential number by the normal gravity value computed on the
 EG0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0674.degrees latitude (g = 980.6199 gals.).
 EG0674
 EG0674.The modeled gravity was interpolated from observed gravity values.
 EG0674
 EG0674;                    North         East    Units  Estimated Accuracy
 EG0674;SPC MS E     -   527,860.      328,680.      MT  (+/- 180 meters Scaled)
 EG0674
 EG0674                          SUPERSEDED SURVEY CONTROL
 EG0674
 EG0674  NGVD 29 (??/??/92)  109.745  (m)          360.06   (f) ADJ UNCH    2 0
 EG0674
 EG0674.Superseded values are not recommended for survey control.
 EG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0674.See file dsdata.txt to determine how the superseded data were derived.
 EG0674
 EG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC598920(NAD 83)
 EG0674_MARKER: DD = SURVEY DISK
 EG0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0674_STAMPING: 78V022 1965
 EG0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0674+STABILITY: SURFACE MOTION
 EG0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0674+SATELLITE: SATELLITE OBSERVATIONS - December 30, 1999
 EG0674
 EG0674  HISTORY     - Date     Condition        Report By
 EG0674  HISTORY     - 1965     MONUMENTED       MSHD
 EG0674  HISTORY     - 19991230 GOOD             MSHD
 EG0674
 EG0674                          STATION DESCRIPTION
 EG0674
 EG0674'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0674'3.15 MI E FROM MOOREVILLE.
 EG0674'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF
 EG0674'MOOREVILLE GO EAST ON U. S. HIGHWAY 78 FOR 3.15 MILES TO THE MARK ON
 EG0674'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0674'CONCRETE POST.  IT IS 70 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 EG0674'AND AT THE WEST END OF A SMALL CUT, 27 FEET SOUTH OF A DRAINAGE DITCH,
 EG0674'1.0 FOOT NORTH OF A FENCE, 20 FEET WEST OF A T FENCE CORNER, 1 FOOT
 EG0674'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH
 EG0674'WITH THE GROUND.
 EG0674
 EG0674                          STATION RECOVERY (1999)
 EG0674
 EG0674'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1999
 EG0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0672 ***********************************************************************
 EG0672  DESIGNATION -  78 V 23
 EG0672  PID         -  EG0672
 EG0672  STATE/COUNTY-  MS/LEE
 EG0672  USGS QUAD   -  MOOREVILLE (1973)
 EG0672
 EG0672                         *CURRENT SURVEY CONTROL
 EG0672  ___________________________________________________________________
 EG0672* NAD 83(1986)-  34 15 47.     (N)    088 32 10.     (W)     SCALED    
 EG0672* NAVD 88     -       107.532  (meters)     352.79   (feet)  ADJUSTED  
 EG0672  ___________________________________________________________________
 EG0672  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0672  DYNAMIC HT  -         107.424 (meters)     352.44  (feet)  COMP
 EG0672  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 EG0672
 EG0672  VERT ORDER  -  SECOND    CLASS 0
 EG0672
 EG0672.The horizontal coordinates were scaled from a topographic map and have
 EG0672.an estimated accuracy of +/- 6 seconds.
 EG0672
 EG0672.The orthometric height was determined by differential leveling
 EG0672.and adjusted in June 1991.
 EG0672
 EG0672.The geoid height was determined by GEOID03.
 EG0672
 EG0672.The dynamic height is computed by dividing the NAVD 88
 EG0672.geopotential number by the normal gravity value computed on the
 EG0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0672.degrees latitude (g = 980.6199 gals.).
 EG0672
 EG0672.The modeled gravity was interpolated from observed gravity values.
 EG0672
 EG0672;                    North         East    Units  Estimated Accuracy
 EG0672;SPC MS E     -   528,170.      327,370.      MT  (+/- 180 meters Scaled)
 EG0672
 EG0672                          SUPERSEDED SURVEY CONTROL
 EG0672
 EG0672  NGVD 29 (??/??/92)  107.443  (m)          352.50   (f) ADJ UNCH    2 0
 EG0672
 EG0672.Superseded values are not recommended for survey control.
 EG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0672.See file dsdata.txt to determine how the superseded data were derived.
 EG0672
 EG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC585923(NAD 83)
 EG0672_MARKER: DD = SURVEY DISK
 EG0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0672_STAMPING: 78V-23 1965
 EG0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0672+STABILITY: SURFACE MOTION
 EG0672
 EG0672  HISTORY     - Date     Condition        Report By
 EG0672  HISTORY     - 1965     MONUMENTED       MSHD
 EG0672
 EG0672                          STATION DESCRIPTION
 EG0672
 EG0672'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0672'2.35 MI E FROM MOOREVILLE.
 EG0672'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF
 EG0672'MOOREVILLE GO EAST ON U. S. HIGHWAY 78 FOR 2.35 MILES TO THE LEE AND
 EG0672'ITAWAMBA COUNTYLINE.  CONTINUE FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 EG0672'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0672'IT IS LOCATED 0.5 MILE EAST OF THE ITAWAMBA AND LEE COUNTYLINE, 59
 EG0672'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF THE
 EG0672'CENTER OF A DRIVEWAY, 4 FEET WEST OF A 24-INCH PINE TREE AND FENCE
 EG0672'CORNER, 1.0 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS
 EG0672'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0671 ***********************************************************************
 EG0671  DESIGNATION -  78 V 24
 EG0671  PID         -  EG0671
 EG0671  STATE/COUNTY-  MS/LEE
 EG0671  USGS QUAD   -  MOOREVILLE (1973)
 EG0671
 EG0671                         *CURRENT SURVEY CONTROL
 EG0671  ___________________________________________________________________
 EG0671* NAD 83(1986)-  34 15 58.     (N)    088 33 09.     (W)     SCALED    
 EG0671* NAVD 88     -       106.380  (meters)     349.01   (feet)  ADJUSTED  
 EG0671  ___________________________________________________________________
 EG0671  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0671  DYNAMIC HT  -         106.273 (meters)     348.66  (feet)  COMP
 EG0671  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EG0671
 EG0671  VERT ORDER  -  SECOND    CLASS 0
 EG0671
 EG0671.The horizontal coordinates were scaled from a topographic map and have
 EG0671.an estimated accuracy of +/- 6 seconds.
 EG0671
 EG0671.The orthometric height was determined by differential leveling
 EG0671.and adjusted in June 1991.
 EG0671
 EG0671.The geoid height was determined by GEOID03.
 EG0671
 EG0671.The dynamic height is computed by dividing the NAVD 88
 EG0671.geopotential number by the normal gravity value computed on the
 EG0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0671.degrees latitude (g = 980.6199 gals.).
 EG0671
 EG0671.The modeled gravity was interpolated from observed gravity values.
 EG0671
 EG0671;                    North         East    Units  Estimated Accuracy
 EG0671;SPC MS E     -   528,500.      325,860.      MT  (+/- 180 meters Scaled)
 EG0671
 EG0671                          SUPERSEDED SURVEY CONTROL
 EG0671
 EG0671  NGVD 29 (??/??/92)  106.288  (m)          348.71   (f) ADJ UNCH    2 0
 EG0671
 EG0671.Superseded values are not recommended for survey control.
 EG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0671.See file dsdata.txt to determine how the superseded data were derived.
 EG0671
 EG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC570927(NAD 83)
 EG0671_MARKER: DD = SURVEY DISK
 EG0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0671_STAMPING: 78V-24 1965
 EG0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0671+STABILITY: SURFACE MOTION
 EG0671
 EG0671  HISTORY     - Date     Condition        Report By
 EG0671  HISTORY     - 1965     MONUMENTED       MSHD
 EG0671
 EG0671                          STATION DESCRIPTION
 EG0671
 EG0671'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0671'1.35 MI E FROM MOOREVILLE.
 EG0671'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF
 EG0671'MOOREVILLE GO EAST ON U. S. HIGHWAY 78 FOR 1.35 MILES TO A GROCERY
 EG0671'STORE ON THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 EG0671'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 58 FEET NORTH OF THE
 EG0671'CENTERLINE OF THE HIGHWAY, 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EG0671'OF A STORM SELLER, 10 FEET SOUTH OF A BOARD FENCE CORNER POST, 41 FEET
 EG0671'WEST OF A CORNER FENCE POST, APPROXIMATELY 115 FEET EAST OF A CITIES
 EG0671'SERVICE GAS STATION AND GROCERY STORE, 1 FOOT NORTHWEST OF A METAL
 EG0671'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE
 EG0671'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0669 ***********************************************************************
 EG0669  DESIGNATION -  78 V 25
 EG0669  PID         -  EG0669
 EG0669  STATE/COUNTY-  MS/LEE
 EG0669  USGS QUAD   -  MOOREVILLE (1973)
 EG0669
 EG0669                         *CURRENT SURVEY CONTROL
 EG0669  ___________________________________________________________________
 EG0669* NAD 83(1986)-  34 16 00.     (N)    088 33 45.     (W)     SCALED    
 EG0669* NAVD 88     -       103.666  (meters)     340.11   (feet)  ADJUSTED  
 EG0669  ___________________________________________________________________
 EG0669  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0669  DYNAMIC HT  -         103.562 (meters)     339.77  (feet)  COMP
 EG0669  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 EG0669
 EG0669  VERT ORDER  -  SECOND    CLASS 0
 EG0669
 EG0669.The horizontal coordinates were scaled from a topographic map and have
 EG0669.an estimated accuracy of +/- 6 seconds.
 EG0669
 EG0669.The orthometric height was determined by differential leveling
 EG0669.and adjusted in June 1991.
 EG0669
 EG0669.The geoid height was determined by GEOID03.
 EG0669
 EG0669.The dynamic height is computed by dividing the NAVD 88
 EG0669.geopotential number by the normal gravity value computed on the
 EG0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0669.degrees latitude (g = 980.6199 gals.).
 EG0669
 EG0669.The modeled gravity was interpolated from observed gravity values.
 EG0669
 EG0669;                    North         East    Units  Estimated Accuracy
 EG0669;SPC MS E     -   528,560.      324,940.      MT  (+/- 180 meters Scaled)
 EG0669
 EG0669                          SUPERSEDED SURVEY CONTROL
 EG0669
 EG0669  NGVD 29 (??/??/92)  103.575  (m)          339.81   (f) ADJ UNCH    2 0
 EG0669
 EG0669.Superseded values are not recommended for survey control.
 EG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0669.See file dsdata.txt to determine how the superseded data were derived.
 EG0669
 EG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC561928(NAD 83)
 EG0669_MARKER: DD = SURVEY DISK
 EG0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0669_SP_SET: BRIDGES
 EG0669_STAMPING: 78V-25 1965
 EG0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0669+SATELLITE: SATELLITE OBSERVATIONS - December 30, 1999
 EG0669
 EG0669  HISTORY     - Date     Condition        Report By
 EG0669  HISTORY     - 1965     MONUMENTED       MSHD
 EG0669  HISTORY     - 19991230 GOOD             MSHD
 EG0669
 EG0669                          STATION DESCRIPTION
 EG0669
 EG0669'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0669'0.75 MI E FROM MOOREVILLE.
 EG0669'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF
 EG0669'MOOREVILLE GO EAST ON U. S. HIGHWAY 78 FOR 0.75 MILE TO A BRIDGE AND
 EG0669'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 EG0669'HOLE IN THE WEST END OF THE NORTH GUARD RAIL OF A CONCRETE BRIDGE, 16
 EG0669'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 FOOT ABOVE THE
 EG0669'LEVEL OF THE HIGHWAY.
 EG0669
 EG0669                          STATION RECOVERY (1999)
 EG0669
 EG0669'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1999
 EG0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0667 ***********************************************************************
 EG0667  DESIGNATION -  78 V 26
 EG0667  PID         -  EG0667
 EG0667  STATE/COUNTY-  MS/LEE
 EG0667  USGS QUAD   -  MOOREVILLE (1973)
 EG0667
 EG0667                         *CURRENT SURVEY CONTROL
 EG0667  ___________________________________________________________________
 EG0667* NAD 83(1986)-  34 15 59.     (N)    088 34 36.     (W)     SCALED    
 EG0667* NAVD 88     -       120.769  (meters)     396.22   (feet)  ADJUSTED  
 EG0667  ___________________________________________________________________
 EG0667  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0667  DYNAMIC HT  -         120.648 (meters)     395.83  (feet)  COMP
 EG0667  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 EG0667
 EG0667  VERT ORDER  -  SECOND    CLASS 0
 EG0667
 EG0667.The horizontal coordinates were scaled from a topographic map and have
 EG0667.an estimated accuracy of +/- 6 seconds.
 EG0667
 EG0667.The orthometric height was determined by differential leveling
 EG0667.and adjusted in June 1991.
 EG0667
 EG0667.The geoid height was determined by GEOID03.
 EG0667
 EG0667.The dynamic height is computed by dividing the NAVD 88
 EG0667.geopotential number by the normal gravity value computed on the
 EG0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0667.degrees latitude (g = 980.6199 gals.).
 EG0667
 EG0667.The modeled gravity was interpolated from observed gravity values.
 EG0667
 EG0667;                    North         East    Units  Estimated Accuracy
 EG0667;SPC MS E     -   528,530.      323,640.      MT  (+/- 180 meters Scaled)
 EG0667
 EG0667                          SUPERSEDED SURVEY CONTROL
 EG0667
 EG0667  NGVD 29 (??/??/92)  120.679  (m)          395.93   (f) ADJ UNCH    2 0
 EG0667
 EG0667.Superseded values are not recommended for survey control.
 EG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0667.See file dsdata.txt to determine how the superseded data were derived.
 EG0667
 EG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC548928(NAD 83)
 EG0667_MARKER: DD = SURVEY DISK
 EG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0667_STAMPING: 78V-26 1965
 EG0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0667+STABILITY: SURFACE MOTION
 EG0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0667+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2009
 EG0667
 EG0667  HISTORY     - Date     Condition        Report By
 EG0667  HISTORY     - 1965     MONUMENTED       MSHD
 EG0667  HISTORY     - 20090108 GOOD             INDIV
 EG0667
 EG0667                          STATION DESCRIPTION
 EG0667
 EG0667'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0667'IN MOOREVILLE.
 EG0667'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0667'IT IS LOCATED AT THE U. S. POST OFFICE IN THE VILLAGE OF MOOREVILLE,
 EG0667'11 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 12 FEET
 EG0667'SOUTHWEST OF THE SOUTHEAST CORNER, 3 FEET SOUTH OF THE SOUTH WALL, 40
 EG0667'FEET EAST OF THE CENTER OF A BLACKTOP STREET, 15 FEET EAST OF THE FLAG
 EG0667'POLE, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 EG0667'THE STREET AND FLUSH WITH THE GROUND.
 EG0667
 EG0667                          STATION RECOVERY (2009)
 EG0667
 EG0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DL)
 EG0667'DUE TO RECENT REMOVAL OF THE OLD P.O. BUILDING AND CONSTRUCTION OF A
 EG0667'NEW BANK, THE DESCRIPTION SHOULD BE CHANGED TO READ.
 EG0667' 
 EG0667'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0667'IT IS LOCATED ON THE SOUTH SIDE OF THE FARMER'S AND MERCHANT'S BANK IN
 EG0667'THE TOWN OF MOOREVILLE, 4' SOUTH OF A CONCRETE PARKING LOT, 10' WEST
 EG0667'OF A LIGHT POLE, 40' EAST OF THE CENTER OF A BLACKTOP STREET, 1 FOOT
 EG0667'EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE GROUND AND
 EG0667'UNDERNEATH A GREEN PVC CAP AND COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0660 ***********************************************************************
 EG0660  DESIGNATION -  78 V 27
 EG0660  PID         -  EG0660
 EG0660  STATE/COUNTY-  MS/LEE
 EG0660  USGS QUAD   -  MOOREVILLE (1973)
 EG0660
 EG0660                         *CURRENT SURVEY CONTROL
 EG0660  ___________________________________________________________________
 EG0660* NAD 83(1986)-  34 15 56.     (N)    088 36 44.     (W)     SCALED    
 EG0660* NAVD 88     -       110.220  (meters)     361.61   (feet)  ADJUSTED  
 EG0660  ___________________________________________________________________
 EG0660  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0660  DYNAMIC HT  -         110.109 (meters)     361.25  (feet)  COMP
 EG0660  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EG0660
 EG0660  VERT ORDER  -  SECOND    CLASS 0
 EG0660
 EG0660.The horizontal coordinates were scaled from a topographic map and have
 EG0660.an estimated accuracy of +/- 6 seconds.
 EG0660
 EG0660.The orthometric height was determined by differential leveling
 EG0660.and adjusted in June 1991.
 EG0660
 EG0660.The geoid height was determined by GEOID03.
 EG0660
 EG0660.The dynamic height is computed by dividing the NAVD 88
 EG0660.geopotential number by the normal gravity value computed on the
 EG0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0660.degrees latitude (g = 980.6199 gals.).
 EG0660
 EG0660.The modeled gravity was interpolated from observed gravity values.
 EG0660
 EG0660;                    North         East    Units  Estimated Accuracy
 EG0660;SPC MS E     -   528,430.      320,360.      MT  (+/- 180 meters Scaled)
 EG0660
 EG0660                          SUPERSEDED SURVEY CONTROL
 EG0660
 EG0660  NGVD 29 (??/??/92)  110.139  (m)          361.35   (f) ADJ UNCH    2 0
 EG0660
 EG0660.Superseded values are not recommended for survey control.
 EG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0660.See file dsdata.txt to determine how the superseded data were derived.
 EG0660
 EG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC515927(NAD 83)
 EG0660_MARKER: DD = SURVEY DISK
 EG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0660_STAMPING: 78V-27 1965
 EG0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0660+STABILITY: SURFACE MOTION
 EG0660
 EG0660  HISTORY     - Date     Condition        Report By
 EG0660  HISTORY     - 1965     MONUMENTED       MSHD
 EG0660
 EG0660                          STATION DESCRIPTION
 EG0660
 EG0660'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0660'5.60 MI E FROM TUPELO.
 EG0660'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON U.
 EG0660'S. HIGHWAY 78 FOR 5.6 MILES TO THE TOP OF A GRADE AND THE MARK ON THE
 EG0660'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0660'POST.  IT IS 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET
 EG0660'NORTH OF THE CENTER OF A PAVED SIDE ROAD (OLD HIGHWAY 78), 3.5 FEET
 EG0660'EAST OF A 24-INCH ELM TREE, 15 FEET NORTH OF AN 18-INCH OAK TREE, 1.5
 EG0660'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 EG0660'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0659 ***********************************************************************
 EG0659  DESIGNATION -  78 V 28
 EG0659  PID         -  EG0659
 EG0659  STATE/COUNTY-  MS/LEE
 EG0659  USGS QUAD   -  TUPELO (1982)
 EG0659
 EG0659                         *CURRENT SURVEY CONTROL
 EG0659  ___________________________________________________________________
 EG0659* NAD 83(1986)-  34 15 57.     (N)    088 37 31.     (W)     SCALED    
 EG0659* NAVD 88     -        94.437  (meters)     309.83   (feet)  ADJUSTED  
 EG0659  ___________________________________________________________________
 EG0659  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0659  DYNAMIC HT  -          94.342 (meters)     309.52  (feet)  COMP
 EG0659  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 EG0659
 EG0659  VERT ORDER  -  SECOND    CLASS 0
 EG0659
 EG0659.The horizontal coordinates were scaled from a topographic map and have
 EG0659.an estimated accuracy of +/- 6 seconds.
 EG0659
 EG0659.The orthometric height was determined by differential leveling
 EG0659.and adjusted in June 1991.
 EG0659
 EG0659.The geoid height was determined by GEOID03.
 EG0659
 EG0659.The dynamic height is computed by dividing the NAVD 88
 EG0659.geopotential number by the normal gravity value computed on the
 EG0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0659.degrees latitude (g = 980.6199 gals.).
 EG0659
 EG0659.The modeled gravity was interpolated from observed gravity values.
 EG0659
 EG0659;                    North         East    Units  Estimated Accuracy
 EG0659;SPC MS E     -   528,450.      319,160.      MT  (+/- 180 meters Scaled)
 EG0659
 EG0659                          SUPERSEDED SURVEY CONTROL
 EG0659
 EG0659  NGVD 29 (??/??/92)   94.361  (m)          309.58   (f) ADJ UNCH    2 0
 EG0659
 EG0659.Superseded values are not recommended for survey control.
 EG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0659.See file dsdata.txt to determine how the superseded data were derived.
 EG0659
 EG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC503928(NAD 83)
 EG0659_MARKER: DD = SURVEY DISK
 EG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0659_STAMPING: 78V-28 1965
 EG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0659+STABILITY: SURFACE MOTION
 EG0659
 EG0659  HISTORY     - Date     Condition        Report By
 EG0659  HISTORY     - 1965     MONUMENTED       MSHD
 EG0659
 EG0659                          STATION DESCRIPTION
 EG0659
 EG0659'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0659'4.85 MI E FROM TUPELO.
 EG0659'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON U.
 EG0659'S. HIGHWAY 78 FOR 4.85 MILES TO THE MARK ON THE LEFT.  THE MARK IS A
 EG0659'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 57 FEET
 EG0659'NORTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER OF
 EG0659'A GRAVEL DRIVEWAY, 2 FEET SOUTHEAST OF A CORNER FENCE POST, 1.0 FOOT
 EG0659'SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, 3 FEET ABOVE
 EG0659'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0658 ***********************************************************************
 EG0658  CBN         -  This is a Cooperative Base Network Control Station.
 EG0658  DESIGNATION -  78 V 29
 EG0658  PID         -  EG0658
 EG0658  STATE/COUNTY-  MS/LEE
 EG0658  USGS QUAD   -  TUPELO (1982)
 EG0658
 EG0658                         *CURRENT SURVEY CONTROL
 EG0658  ___________________________________________________________________
 EG0658* NAD 83(2007)-  34 15 53.47434(N)    088 38 20.13170(W)     ADJUSTED  
 EG0658* NAVD 88     -        90.696  (meters)     297.56   (feet)  ADJUSTED  
 EG0658  ___________________________________________________________________
 EG0658  EPOCH DATE  -        2002.00
 EG0658  X           -     125,340.430 (meters)                     COMP
 EG0658  Y           -  -5,275,336.952 (meters)                     COMP
 EG0658  Z           -   3,570,800.203 (meters)                     COMP
 EG0658  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EG0658  ELLIP HEIGHT-          63.070 (meters)          (02/10/07) ADJUSTED
 EG0658  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0658  DYNAMIC HT  -          90.605 (meters)     297.26  (feet)  COMP
 EG0658
 EG0658  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG0658  Type    PID    Designation                      North   East  Ellip
 EG0658  -------------------------------------------------------------------
 EG0658  NETWORK EG0658 78 V 29                           0.84   0.78   3.49
 EG0658  -------------------------------------------------------------------
 EG0658  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 EG0658
 EG0658  VERT ORDER  -  SECOND    CLASS 0
 EG0658
 EG0658.The horizontal coordinates were established by GPS observations
 EG0658.and adjusted by the National Geodetic Survey in February 2007.
 EG0658
 EG0658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG0658.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG0658.The horizontal coordinates are valid at the epoch date displayed above.
 EG0658.The epoch date for horizontal control is a decimal equivalence
 EG0658.of Year/Month/Day.
 EG0658
 EG0658.The orthometric height was determined by differential leveling
 EG0658.and adjusted in June 1991.
 EG0658
 EG0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG0658
 EG0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0658
 EG0658.The ellipsoidal height was determined by GPS observations
 EG0658.and is referenced to NAD 83.
 EG0658
 EG0658.The geoid height was determined by GEOID03.
 EG0658
 EG0658.The dynamic height is computed by dividing the NAVD 88
 EG0658.geopotential number by the normal gravity value computed on the
 EG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0658.degrees latitude (g = 980.6199 gals.).
 EG0658
 EG0658.The modeled gravity was interpolated from observed gravity values.
 EG0658
 EG0658;                    North         East     Units Scale Factor Converg.
 EG0658;SPC MS E     -   528,341.720   317,903.513   MT  0.99995395   +0 06 34.0
 EG0658;SPC MS E     - 1,733,401.13  1,042,988.44   sFT  0.99995395   +0 06 34.0
 EG0658;UTM  16      - 3,792,738.313   349,112.541   MT  0.99988064   -0 55 22.5
 EG0658
 EG0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0658!SPC MS E     -   0.99999010  x   0.99995395  =   0.99994405
 EG0658!UTM  16      -   0.99999010  x   0.99988064  =   0.99987074
 EG0658
 EG0658                          SUPERSEDED SURVEY CONTROL
 EG0658
 EG0658  ELLIP H (04/15/02)   63.056  (m)                       GP(       ) 4 2
 EG0658  NAD 83(1993)-  34 15 53.47428(N)    088 38 20.13146(W) AD(       ) B
 EG0658  ELLIP H (02/15/02)   63.059  (m)                       GP(       ) 4 1
 EG0658  NGVD 29 (??/??/92)   90.623  (m)          297.32   (f) ADJ UNCH    2 0
 EG0658
 EG0658.Superseded values are not recommended for survey control.
 EG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0658.See file dsdata.txt to determine how the superseded data were derived.
 EG0658
 EG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4911392738(NAD 83)
 EG0658_MARKER: DD = SURVEY DISK
 EG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0658_STAMPING: 78V-29 1965
 EG0658_MARK LOGO: MSHD  
 EG0658_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0658+STABILITY: SURFACE MOTION
 EG0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0658+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 EG0658
 EG0658  HISTORY     - Date     Condition        Report By
 EG0658  HISTORY     - 1965     MONUMENTED       MSHD
 EG0658  HISTORY     - 1973     MARK NOT FOUND   USGS
 EG0658  HISTORY     - 20000707 GOOD             NGS
 EG0658  HISTORY     - 20060809 GOOD             TVA
 EG0658  HISTORY     - 20080402 GOOD             TVA
 EG0658
 EG0658                          STATION DESCRIPTION
 EG0658
 EG0658'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0658'4.10 MI E FROM TUPELO.
 EG0658'TO REACH THE MARK FROM THE MARK FROM U. S. POST OFFICE IN TUPELO GO
 EG0658'EAST ON U. S. HIGHWAY 78 FOR 4.10 MILES TO A SIDE ROAD LEADING TO THE
 EG0658'LEFT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0658'12-INCH ROUND, CONCRETE POST.  IT IS 37 FEET NORTH OF THE CENTERLINE
 EG0658'OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER OF A PAVED SIDE ROAD OLD
 EG0658'HIGHWAY 78, 12 FEET EAST OF A WHITE HOUSE, 1 FOOT NORTH OF A METAL
 EG0658'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE
 EG0658'GROUND.
 EG0658
 EG0658                          STATION RECOVERY (1973)
 EG0658
 EG0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0658'MARK NOT FOUND.
 EG0658
 EG0658                          STATION RECOVERY (2000)
 EG0658
 EG0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG0658'THE STATION IS LOCATED AT SKYLINE, MS, EAST OF TUPELO.  TO REACH THE
 EG0658'STATION FROM THE US 45 INTERCHANGE WITH RTES 6 AND 178 ON THE EAST
 EG0658'EDGE OF TUPELO, DRIVE EAST ON RTE 178 FOR 3.0 MI (4.8 KM) TO THE
 EG0658'SKYLINE COMMUNITY AND A Y INTERSECTION OF RTE 178 WITH LEE COUNTY RD.
 EG0658'1310 (VERY OLD US 78) AND THE STATION AHEAD, IN THE GRASS PLOT IN THE
 EG0658'MIDDLE OF THE FORK.  THE STATION IS 37 FT (11.3 M) NORTH OF THE
 EG0658'CENTERLINE OF RTE 178, 26 FT (7.9 M) SOUTH OF THE CENTER OF CR 1310,
 EG0658'6.5 FT (2.0 M) SSE OF TELEPHONE PEDESTAL 16-1 BS, 7.7 FT (2.3 M) SSE
 EG0658'OF WOODEN POWER POLE NO.  16, 6.8 FT (2.1 M) SW OF WOODEN POWER POLE
 EG0658'WITH 2 GUYS NO. B86 SPC 630, 1.3 FT (0.4 M) NORTH OF STEEL WITNESS
 EG0658'POST, 3.2 FT (1.0 M) BELOW THE LEVEL OF RTE 178, AND 0.3 FT (9.1 CM)
 EG0658'BELOW GROUND LEVEL.  THE STATION IS SOUTH ACROSS CR 1310 FROM A 1
 EG0658'STORY WHITE FRAME HOUSE NO. 104.
 EG0658
 EG0658                          STATION RECOVERY (2006)
 EG0658
 EG0658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 EG0658'RECOVERED IN GOOD CONDITION.
 EG0658
 EG0658                          STATION RECOVERY (2008)
 EG0658
 EG0658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (CDM)
 EG0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0312 ***********************************************************************
 EG0312  DESIGNATION -  78 V 3
 EG0312  PID         -  EG0312
 EG0312  STATE/COUNTY-  MS/ITAWAMBA
 EG0312  USGS QUAD   -  BEXAR (1967)
 EG0312
 EG0312                         *CURRENT SURVEY CONTROL
 EG0312  ___________________________________________________________________
 EG0312* NAD 83(1986)-  34 13 30.     (N)    088 13 37.     (W)     SCALED    
 EG0312* NAVD 88     -       110.829  (meters)     363.61   (feet)  ADJUSTED  
 EG0312  ___________________________________________________________________
 EG0312  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0312  DYNAMIC HT  -         110.716 (meters)     363.24  (feet)  COMP
 EG0312  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 EG0312
 EG0312  VERT ORDER  -  SECOND    CLASS 0
 EG0312
 EG0312.The horizontal coordinates were scaled from a topographic map and have
 EG0312.an estimated accuracy of +/- 6 seconds.
 EG0312
 EG0312.The orthometric height was determined by differential leveling
 EG0312.and adjusted in June 1991.
 EG0312
 EG0312.The geoid height was determined by GEOID03.
 EG0312
 EG0312.The dynamic height is computed by dividing the NAVD 88
 EG0312.geopotential number by the normal gravity value computed on the
 EG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0312.degrees latitude (g = 980.6199 gals.).
 EG0312
 EG0312.The modeled gravity was interpolated from observed gravity values.
 EG0312
 EG0312;                    North         East    Units  Estimated Accuracy
 EG0312;SPC MS E     -   524,070.      355,870.      MT  (+/- 180 meters Scaled)
 EG0312
 EG0312                          SUPERSEDED SURVEY CONTROL
 EG0312
 EG0312  NGVD 29 (??/??/92)  110.765  (m)          363.40   (f) ADJ UNCH    2 0
 EG0312
 EG0312.Superseded values are not recommended for survey control.
 EG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0312.See file dsdata.txt to determine how the superseded data were derived.
 EG0312
 EG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC869877(NAD 83)
 EG0312_MARKER: DD = SURVEY DISK
 EG0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0312_SP_SET: CULVERT
 EG0312_STAMPING: 78V-3 1965
 EG0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0312
 EG0312  HISTORY     - Date     Condition        Report By
 EG0312  HISTORY     - 1965     MONUMENTED       MSHD
 EG0312  HISTORY     - 1978     GOOD             MSHD
 EG0312
 EG0312                          STATION DESCRIPTION
 EG0312
 EG0312'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0312'1.85 MI E FROM TREMONT.
 EG0312'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0312'GO EAST ON U. S. HIGHWAY 78 FOR 1.85 MILES TO A CONCRETE CULVERT AND
 EG0312'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 EG0312'HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 22 FOOT CULVERT, 20
 EG0312'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET BELOW THE LEVEL
 EG0312'OF THE HIGHWAY.
 EG0312
 EG0312                          STATION RECOVERY (1978)
 EG0312
 EG0312'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0312'THE MARK IS LOCATED 1.9 MILES EAST OF TREMONT IN A BOX CULVERT, 0.2
 EG0312'MILE EAST OF A CROSSROAD IN THE SOUTHWEST 1/4 OF SECTION 11, T 10S, R
 EG0312'10E. IT IS 42 FEET EAST OF THE CENTER OF THE EAST LEG OF A CIRCULAR
 EG0312'DRIVE, 19.5 FEET NORTH OF THE CENTER OF HIGHWAY 78, 1 FOOT EAST OF A
 EG0312'METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE NORTH
 EG0312'HEADWALL OF A 10 X 5 FOOT DOUBLE BOX CULVERT AND IS ABOUT 3 FEET
 EG0312'BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF STATE
 EG0312'HIGHWAY 23 AND U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE IN
 EG0312'TREMONT GO EAST ON U.S. HIGHWAY 78 FOR 2.2 MILES TO THE CULVERT AND
 EG0312'THE MARK ON THE LEFT AND A FIELD ROAD ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0657 ***********************************************************************
 EG0657  DESIGNATION -  78 V 30
 EG0657  PID         -  EG0657
 EG0657  STATE/COUNTY-  MS/LEE
 EG0657  USGS QUAD   -  TUPELO (1982)
 EG0657
 EG0657                         *CURRENT SURVEY CONTROL
 EG0657  ___________________________________________________________________
 EG0657* NAD 83(1986)-  34 15 30.     (N)    088 39 12.     (W)     SCALED    
 EG0657* NAVD 88     -        87.474  (meters)     286.99   (feet)  ADJUSTED  
 EG0657  ___________________________________________________________________
 EG0657  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0657  DYNAMIC HT  -          87.386 (meters)     286.70  (feet)  COMP
 EG0657  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 EG0657
 EG0657  VERT ORDER  -  SECOND    CLASS 0
 EG0657
 EG0657.The horizontal coordinates were scaled from a topographic map and have
 EG0657.an estimated accuracy of +/- 6 seconds.
 EG0657
 EG0657.The orthometric height was determined by differential leveling
 EG0657.and adjusted in June 1991.
 EG0657
 EG0657.The geoid height was determined by GEOID03.
 EG0657
 EG0657.The dynamic height is computed by dividing the NAVD 88
 EG0657.geopotential number by the normal gravity value computed on the
 EG0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0657.degrees latitude (g = 980.6199 gals.).
 EG0657
 EG0657.The modeled gravity was interpolated from observed gravity values.
 EG0657
 EG0657;                    North         East    Units  Estimated Accuracy
 EG0657;SPC MS E     -   527,620.      316,580.      MT  (+/- 180 meters Scaled)
 EG0657
 EG0657                          SUPERSEDED SURVEY CONTROL
 EG0657
 EG0657  NGVD 29 (??/??/92)   87.405  (m)          286.76   (f) ADJ UNCH    2 0
 EG0657
 EG0657.Superseded values are not recommended for survey control.
 EG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0657.See file dsdata.txt to determine how the superseded data were derived.
 EG0657
 EG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC477920(NAD 83)
 EG0657_MARKER: DD = SURVEY DISK
 EG0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0657_SP_SET: GUARD RAIL
 EG0657_STAMPING: 78V-30
 EG0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0657
 EG0657  HISTORY     - Date     Condition        Report By
 EG0657  HISTORY     - UNK      MONUMENTED       MSHD
 EG0657  HISTORY     - 1965     GOOD             MSHD
 EG0657
 EG0657                          STATION DESCRIPTION
 EG0657
 EG0657'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0657'3.15 MI E FROM TUPELO.
 EG0657'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON U.
 EG0657'S. HIGHWAY 78 FOR 3.15 MILES TO A BRIDGE AND THE MARK ON THE LEFT. THE
 EG0657'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE WEST END OF THE
 EG0657'NORTH GUARD RAIL, 16 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 EG0657'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0655 ***********************************************************************
 EG0655  DESIGNATION -  78 V 31
 EG0655  PID         -  EG0655
 EG0655  STATE/COUNTY-  MS/LEE
 EG0655  USGS QUAD   -  TUPELO (1982)
 EG0655
 EG0655                         *CURRENT SURVEY CONTROL
 EG0655  ___________________________________________________________________
 EG0655* NAD 83(1986)-  34 15 28.     (N)    088 40 01.     (W)     SCALED    
 EG0655* NAVD 88     -       102.881  (meters)     337.54   (feet)  ADJUSTED  
 EG0655  ___________________________________________________________________
 EG0655  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0655  DYNAMIC HT  -         102.778 (meters)     337.20  (feet)  COMP
 EG0655  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 EG0655
 EG0655  VERT ORDER  -  SECOND    CLASS 0
 EG0655
 EG0655.The horizontal coordinates were scaled from a topographic map and have
 EG0655.an estimated accuracy of +/- 6 seconds.
 EG0655
 EG0655.The orthometric height was determined by differential leveling
 EG0655.and adjusted in June 1991.
 EG0655
 EG0655.The geoid height was determined by GEOID03.
 EG0655
 EG0655.The dynamic height is computed by dividing the NAVD 88
 EG0655.geopotential number by the normal gravity value computed on the
 EG0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0655.degrees latitude (g = 980.6199 gals.).
 EG0655
 EG0655.The modeled gravity was interpolated from observed gravity values.
 EG0655
 EG0655;                    North         East    Units  Estimated Accuracy
 EG0655;SPC MS E     -   527,550.      315,320.      MT  (+/- 180 meters Scaled)
 EG0655
 EG0655                          SUPERSEDED SURVEY CONTROL
 EG0655
 EG0655  NGVD 29 (??/??/92)  102.814  (m)          337.32   (f) ADJ UNCH    2 0
 EG0655
 EG0655.Superseded values are not recommended for survey control.
 EG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0655.See file dsdata.txt to determine how the superseded data were derived.
 EG0655
 EG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC465919(NAD 83)
 EG0655_MARKER: DB = BENCH MARK DISK
 EG0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0655_STAMPING: 78V-31 1965
 EG0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0655+STABILITY: SURFACE MOTION
 EG0655
 EG0655  HISTORY     - Date     Condition        Report By
 EG0655  HISTORY     - 1965     MONUMENTED       MSHD
 EG0655  HISTORY     - 1974     GOOD             NGS
 EG0655  HISTORY     - 1988     GOOD             USPSQD
 EG0655
 EG0655                          STATION DESCRIPTION
 EG0655
 EG0655'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0655'2.40 MI E FROM TUPELO.
 EG0655'TO REACH THE MARK FROM THE POST OFFICE IN TUPELO GO EAST ON U. S.
 EG0655'HIGHWAY 78 FOR 2.4 MILES TO A CROSSROAD AND THE MARK ON THE LEFT. THE
 EG0655'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 EG0655'47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET EAST OF THE
 EG0655'CENTER OF A BLACKTOPPED STREET, 3 FEET NORTH OF A FIRE PLUG, 2 FEET
 EG0655'NORTHWEST OF A POWER POLE (NO. 28), 1.5 FEET EAST OF A METAL WITNESS
 EG0655'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0655
 EG0655                          STATION RECOVERY (1974)
 EG0655
 EG0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EG0655'RECOVERED IN GOOD CONDITION.
 EG0655
 EG0655                          STATION RECOVERY (1988)
 EG0655
 EG0655'RECOVERY NOTE BY US POWER SQUADRON 1988 (AT)
 EG0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0584 ***********************************************************************
 EG0584  DESIGNATION -  78 V 32 MSHD
 EG0584  PID         -  EG0584
 EG0584  STATE/COUNTY-  MS/LEE
 EG0584  USGS QUAD   -  TUPELO (1982)
 EG0584
 EG0584                         *CURRENT SURVEY CONTROL
 EG0584  ___________________________________________________________________
 EG0584* NAD 83(1986)-  34 16 19.     (N)    088 43 02.     (W)     SCALED    
 EG0584* NAVD 88     -        91.036  (meters)     298.67   (feet)  ADJUSTED  
 EG0584  ___________________________________________________________________
 EG0584  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0584  DYNAMIC HT  -          90.945 (meters)     298.38  (feet)  COMP
 EG0584  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 EG0584
 EG0584  VERT ORDER  -  FIRST     CLASS II
 EG0584
 EG0584.The horizontal coordinates were scaled from a topographic map and have
 EG0584.an estimated accuracy of +/- 6 seconds.
 EG0584
 EG0584.The orthometric height was determined by differential leveling
 EG0584.and adjusted in June 1991.
 EG0584
 EG0584.The geoid height was determined by GEOID03.
 EG0584
 EG0584.The dynamic height is computed by dividing the NAVD 88
 EG0584.geopotential number by the normal gravity value computed on the
 EG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0584.degrees latitude (g = 980.6199 gals.).
 EG0584
 EG0584.The modeled gravity was interpolated from observed gravity values.
 EG0584
 EG0584;                    North         East    Units  Estimated Accuracy
 EG0584;SPC MS E     -   529,120.      310,690.      MT  (+/- 180 meters Scaled)
 EG0584
 EG0584                          SUPERSEDED SURVEY CONTROL
 EG0584
 EG0584  NGVD 29 (??/??/92)   90.981  (m)          298.49   (f) ADJ UNCH    1 2
 EG0584
 EG0584.Superseded values are not recommended for survey control.
 EG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0584.See file dsdata.txt to determine how the superseded data were derived.
 EG0584
 EG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC419936(NAD 83)
 EG0584_MARKER: DD = SURVEY DISK
 EG0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0584_STAMPING: 78V-32 1965
 EG0584_MARK LOGO: MSHD  
 EG0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0584+STABILITY: SURFACE MOTION
 EG0584
 EG0584  HISTORY     - Date     Condition        Report By
 EG0584  HISTORY     - 1965     MONUMENTED       MSHD
 EG0584  HISTORY     - 1983     GOOD             NGS
 EG0584
 EG0584                          STATION DESCRIPTION
 EG0584
 EG0584'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0584'1.45 MI NW FROM TUPELO.
 EG0584'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0584'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.45 MILES TO THE HOLIDAY INN MOTEL
 EG0584'ON THE LEFT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 EG0584'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 138 FEET WEST OF THE
 EG0584'CENTERLINE OF U. S. HIGHWAY 78, 12 FEET NORTH OF THE NORTHEAST CORNER
 EG0584'OF A PAVED PARKING LOT AT THE HOLIDAY INN MOTEL, 87.5 FEET NORTH OF
 EG0584'THE NORTHEAST CORNER OF ROOM NO. 312, 1.5 FEET SOUTH OF A POWERLINE
 EG0584'POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 5 FEET BELOW THE
 EG0584'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0584
 EG0584                          STATION RECOVERY (1983)
 EG0584
 EG0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0587 ***********************************************************************
 EG0587  DESIGNATION -  78 V 33
 EG0587  PID         -  EG0587
 EG0587  STATE/COUNTY-  MS/LEE
 EG0587  USGS QUAD   -  TUPELO (1982)
 EG0587
 EG0587                         *CURRENT SURVEY CONTROL
 EG0587  ___________________________________________________________________
 EG0587* NAD 83(1986)-  34 16 51.     (N)    088 43 49.     (W)     SCALED    
 EG0587* NAVD 88     -        96.416  (meters)     316.32   (feet)  ADJUSTED  
 EG0587  ___________________________________________________________________
 EG0587  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0587  DYNAMIC HT  -          96.320 (meters)     316.01  (feet)  COMP
 EG0587  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 EG0587
 EG0587  VERT ORDER  -  SECOND    CLASS 0
 EG0587
 EG0587.The horizontal coordinates were scaled from a topographic map and have
 EG0587.an estimated accuracy of +/- 6 seconds.
 EG0587
 EG0587.The orthometric height was determined by differential leveling
 EG0587.and adjusted in June 1991.
 EG0587
 EG0587.The geoid height was determined by GEOID03.
 EG0587
 EG0587.The dynamic height is computed by dividing the NAVD 88
 EG0587.geopotential number by the normal gravity value computed on the
 EG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0587.degrees latitude (g = 980.6199 gals.).
 EG0587
 EG0587.The modeled gravity was interpolated from observed gravity values.
 EG0587
 EG0587;                    North         East    Units  Estimated Accuracy
 EG0587;SPC MS E     -   530,100.      309,490.      MT  (+/- 180 meters Scaled)
 EG0587
 EG0587                          SUPERSEDED SURVEY CONTROL
 EG0587
 EG0587  NGVD 29 (??/??/92)   96.369  (m)          316.17   (f) ADJ UNCH    2 0
 EG0587
 EG0587.Superseded values are not recommended for survey control.
 EG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0587.See file dsdata.txt to determine how the superseded data were derived.
 EG0587
 EG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC407946(NAD 83)
 EG0587_MARKER: DD = SURVEY DISK
 EG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0587_STAMPING: 78V-33 1965
 EG0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0587+STABILITY: SURFACE MOTION
 EG0587
 EG0587  HISTORY     - Date     Condition        Report By
 EG0587  HISTORY     - 1965     MONUMENTED       MSHD
 EG0587
 EG0587                          STATION DESCRIPTION
 EG0587
 EG0587'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0587'2.45 MI NW FROM TUPELO.
 EG0587'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0587'NORTHWEST ON U. S. HIGHWAY 78 FOR 2.45 MILES TO THE MARK ON THE LEFT.
 EG0587'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0587'IT IS 22 FEET SOUTH OF THE CENTERLINE OF THE NORTH LANE, 22 FEET NORTH
 EG0587'OF THE CENTERLINE OF THE SOUTH LANE, 12 FEET NORTHWEST OF THE CURB AT
 EG0587'THE INTERSECTION OF A TURN OUR ON TO THE NATCHEZ TRACE PARKWAY, 0.15
 EG0587'MILE SOUTHEAST OF THE NATCHEZ TRACE OVERPASS, 1.5 FEET NORTHWEST OF A
 EG0587'METAL WITNESS POST, 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH
 EG0587'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0589 ***********************************************************************
 EG0589  DESIGNATION -  78 V 34
 EG0589  PID         -  EG0589
 EG0589  STATE/COUNTY-  MS/LEE
 EG0589  USGS QUAD   -  TUPELO (1982)
 EG0589
 EG0589                         *CURRENT SURVEY CONTROL
 EG0589  ___________________________________________________________________
 EG0589* NAD 83(1986)-  34 17 00.     (N)    088 44 09.     (W)     SCALED    
 EG0589* NAVD 88     -        91.253  (meters)     299.39   (feet)  ADJUSTED  
 EG0589  ___________________________________________________________________
 EG0589  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0589  DYNAMIC HT  -          91.162 (meters)     299.09  (feet)  COMP
 EG0589  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 EG0589
 EG0589  VERT ORDER  -  SECOND    CLASS 0
 EG0589
 EG0589.The horizontal coordinates were scaled from a topographic map and have
 EG0589.an estimated accuracy of +/- 6 seconds.
 EG0589
 EG0589.The orthometric height was determined by differential leveling
 EG0589.and adjusted in June 1991.
 EG0589
 EG0589.The geoid height was determined by GEOID03.
 EG0589
 EG0589.The dynamic height is computed by dividing the NAVD 88
 EG0589.geopotential number by the normal gravity value computed on the
 EG0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0589.degrees latitude (g = 980.6199 gals.).
 EG0589
 EG0589.The modeled gravity was interpolated from observed gravity values.
 EG0589
 EG0589;                    North         East    Units  Estimated Accuracy
 EG0589;SPC MS E     -   530,380.      308,980.      MT  (+/- 180 meters Scaled)
 EG0589
 EG0589                          SUPERSEDED SURVEY CONTROL
 EG0589
 EG0589  NGVD 29 (??/??/92)   91.211  (m)          299.25   (f) ADJ UNCH    2 0
 EG0589
 EG0589.Superseded values are not recommended for survey control.
 EG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0589.See file dsdata.txt to determine how the superseded data were derived.
 EG0589
 EG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC402949(NAD 83)
 EG0589_MARKER: DD = SURVEY DISK
 EG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0589_STAMPING: 78V-34 1965
 EG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0589+STABILITY: SURFACE MOTION
 EG0589
 EG0589  HISTORY     - Date     Condition        Report By
 EG0589  HISTORY     - 1965     MONUMENTED       MSHD
 EG0589
 EG0589                          STATION DESCRIPTION
 EG0589
 EG0589'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0589'2.85 MI NW FROM TUPELO.
 EG0589'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0589'NORTHWEST ON U. S. HIGHWAY 78 FOR 2.85 MILES TO THE MARK ON THE LEFT
 EG0589'AT THE ENTRANCE TO THE MISSISSIPPI STATE HIGHWAY GARAGE.  THE MARK IS
 EG0589'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 50
 EG0589'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 68 FEET WEST OF THE
 EG0589'CENTER OF THE DRIVEWAY, 28 FEET NORTH OF A POWERLINE POLE, 37 FEET
 EG0589'SOUTHWEST OF A POWERLINE POLE, 59 FEET SOUTHEAST OF A POWERLINE POLE,
 EG0589'1.0 FOOT EAST OF A CORNER FENCE POST, 10 FEET SOUTHEAST OF A
 EG0589'RIGHT-OF-WAY MARKER, 1.5 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 EG0589'ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND..
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0590 ***********************************************************************
 EG0590  DESIGNATION -  78 V 35
 EG0590  PID         -  EG0590
 EG0590  STATE/COUNTY-  MS/LEE
 EG0590  USGS QUAD   -  TUPELO (1982)
 EG0590
 EG0590                         *CURRENT SURVEY CONTROL
 EG0590  ___________________________________________________________________
 EG0590* NAD 83(1986)-  34 17 25.     (N)    088 44 55.     (W)     SCALED    
 EG0590* NAVD 88     -        89.967  (meters)     295.17   (feet)  ADJUSTED  
 EG0590  ___________________________________________________________________
 EG0590  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0590  DYNAMIC HT  -          89.877 (meters)     294.87  (feet)  COMP
 EG0590  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EG0590
 EG0590  VERT ORDER  -  SECOND    CLASS 0
 EG0590
 EG0590.The horizontal coordinates were scaled from a topographic map and have
 EG0590.an estimated accuracy of +/- 6 seconds.
 EG0590
 EG0590.The orthometric height was determined by differential leveling
 EG0590.and adjusted in June 1991.
 EG0590
 EG0590.The geoid height was determined by GEOID03.
 EG0590
 EG0590.The dynamic height is computed by dividing the NAVD 88
 EG0590.geopotential number by the normal gravity value computed on the
 EG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0590.degrees latitude (g = 980.6199 gals.).
 EG0590
 EG0590.The modeled gravity was interpolated from observed gravity values.
 EG0590
 EG0590;                    North         East    Units  Estimated Accuracy
 EG0590;SPC MS E     -   531,150.      307,800.      MT  (+/- 180 meters Scaled)
 EG0590
 EG0590                          SUPERSEDED SURVEY CONTROL
 EG0590
 EG0590  NGVD 29 (??/??/92)   89.926  (m)          295.03   (f) ADJ UNCH    2 0
 EG0590
 EG0590.Superseded values are not recommended for survey control.
 EG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0590.See file dsdata.txt to determine how the superseded data were derived.
 EG0590
 EG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC390957(NAD 83)
 EG0590_MARKER: DD = SURVEY DISK
 EG0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0590_STAMPING: 78V-35 1965
 EG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0590+STABILITY: SURFACE MOTION
 EG0590
 EG0590  HISTORY     - Date     Condition        Report By
 EG0590  HISTORY     - 1965     MONUMENTED       MSHD
 EG0590
 EG0590                          STATION DESCRIPTION
 EG0590
 EG0590'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0590'3.70 MI NW FROM TUPELO.
 EG0590'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0590'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0590'HIGHWAY 45.  CONTINUE ON U. S. HIGHWAY 78 FOR 2.3 MILES TO THE MARK
 EG0590'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0590'CONCRETE POST.  IT IS 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EG0590'28 FEET EAST OF THE CENTER OF A DRIVEWAY, 33 FEET SOUTH OF A 36-INCH
 EG0590'OAK TREE, 1.0 FOOT SOUTH OF A FENCE CORNER, 73 FEET WEST OF A
 EG0590'POWERLINE POLE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EG0590'THE CENTERLINE OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0591 ***********************************************************************
 EG0591  DESIGNATION -  78 V 36
 EG0591  PID         -  EG0591
 EG0591  STATE/COUNTY-  MS/LEE
 EG0591  USGS QUAD   -  SHERMAN (1980)
 EG0591
 EG0591                         *CURRENT SURVEY CONTROL
 EG0591  ___________________________________________________________________
 EG0591* NAD 83(1986)-  34 17 40.     (N)    088 45 40.     (W)     SCALED    
 EG0591* NAVD 88     -        95.716  (meters)     314.03   (feet)  ADJUSTED  
 EG0591  ___________________________________________________________________
 EG0591  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0591  DYNAMIC HT  -          95.620 (meters)     313.71  (feet)  COMP
 EG0591  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 EG0591
 EG0591  VERT ORDER  -  SECOND    CLASS 0
 EG0591
 EG0591.The horizontal coordinates were scaled from a topographic map and have
 EG0591.an estimated accuracy of +/- 6 seconds.
 EG0591
 EG0591.The orthometric height was determined by differential leveling
 EG0591.and adjusted in June 1991.
 EG0591
 EG0591.The geoid height was determined by GEOID03.
 EG0591
 EG0591.The dynamic height is computed by dividing the NAVD 88
 EG0591.geopotential number by the normal gravity value computed on the
 EG0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0591.degrees latitude (g = 980.6199 gals.).
 EG0591
 EG0591.The modeled gravity was interpolated from observed gravity values.
 EG0591
 EG0591;                    North         East    Units  Estimated Accuracy
 EG0591;SPC MS E     -   531,610.      306,650.      MT  (+/- 180 meters Scaled)
 EG0591
 EG0591                          SUPERSEDED SURVEY CONTROL
 EG0591
 EG0591  NGVD 29 (??/??/92)   95.675  (m)          313.89   (f) ADJ UNCH    2 0
 EG0591
 EG0591.Superseded values are not recommended for survey control.
 EG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0591.See file dsdata.txt to determine how the superseded data were derived.
 EG0591
 EG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC379962(NAD 83)
 EG0591_MARKER: DD = SURVEY DISK
 EG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0591_STAMPING: 78V-36 1965
 EG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0591+STABILITY: SURFACE MOTION
 EG0591
 EG0591  HISTORY     - Date     Condition        Report By
 EG0591  HISTORY     - 1965     MONUMENTED       MSHD
 EG0591
 EG0591                          STATION DESCRIPTION
 EG0591
 EG0591'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0591'4.55 MI NW FROM TUPELO.
 EG0591'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0591'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0591'HIGHWAY 45 CONTINUE NORTHWEST ON U. S. HIGHWAY 78 FOR 3.15 MILES TO
 EG0591'THE 78 DRIVE IN THEATER ON THE RIGHT AND THE MARK AS DESCRIBED. THE
 EG0591'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 EG0591'45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET WEST OF THE
 EG0591'CENTER OF THE WEST ONE OF TWO DRIVEWAYS LEADING INTO THE DRIVE IN
 EG0591'THEATER, 151 FEET SOUTHWEST OF THE WEST END OF THE SCREEN, 2 FEET WEST
 EG0591'OF A POWERLINE POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 EG0591'LEVEL WITH THE HIGHWAY, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0593 ***********************************************************************
 EG0593  DESIGNATION -  78 V 37
 EG0593  PID         -  EG0593
 EG0593  STATE/COUNTY-  MS/LEE
 EG0593  USGS QUAD   -  SHERMAN (1980)
 EG0593
 EG0593                         *CURRENT SURVEY CONTROL
 EG0593  ___________________________________________________________________
 EG0593* NAD 83(1986)-  34 18 04.     (N)    088 46 35.     (W)     SCALED    
 EG0593* NAVD 88     -       105.678  (meters)     346.71   (feet)  ADJUSTED  
 EG0593  ___________________________________________________________________
 EG0593  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0593  DYNAMIC HT  -         105.573 (meters)     346.37  (feet)  COMP
 EG0593  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 EG0593
 EG0593  VERT ORDER  -  SECOND    CLASS 0
 EG0593
 EG0593.The horizontal coordinates were scaled from a topographic map and have
 EG0593.an estimated accuracy of +/- 6 seconds.
 EG0593
 EG0593.The orthometric height was determined by differential leveling
 EG0593.and adjusted in June 1991.
 EG0593
 EG0593.The geoid height was determined by GEOID03.
 EG0593
 EG0593.The dynamic height is computed by dividing the NAVD 88
 EG0593.geopotential number by the normal gravity value computed on the
 EG0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0593.degrees latitude (g = 980.6199 gals.).
 EG0593
 EG0593.The modeled gravity was interpolated from observed gravity values.
 EG0593
 EG0593;                    North         East    Units  Estimated Accuracy
 EG0593;SPC MS E     -   532,350.      305,240.      MT  (+/- 180 meters Scaled)
 EG0593
 EG0593                          SUPERSEDED SURVEY CONTROL
 EG0593
 EG0593  NGVD 29 (??/??/92)  105.639  (m)          346.58   (f) ADJ UNCH    2 0
 EG0593
 EG0593.Superseded values are not recommended for survey control.
 EG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0593.See file dsdata.txt to determine how the superseded data were derived.
 EG0593
 EG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC365969(NAD 83)
 EG0593_MARKER: DD = SURVEY DISK
 EG0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0593_STAMPING: 78V-37 1965
 EG0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0593+STABILITY: SURFACE MOTION
 EG0593
 EG0593  HISTORY     - Date     Condition        Report By
 EG0593  HISTORY     - 1965     MONUMENTED       MSHD
 EG0593  HISTORY     - 1974     GOOD             MSHD
 EG0593
 EG0593                          STATION DESCRIPTION
 EG0593
 EG0593'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0593'5.45 MI NW FROM TUPELO.
 EG0593'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0593'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0593'HIGHWAY 45 CONTINUE NORTHWEST ON HIGHWAY 78 FOR 4.05 MILES TO THE MARK
 EG0593'ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0593'CONCRETE POST.  IT IS 43 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EG0593'HIGHWAY, 71 FEET SOUTHEAST OF A CORNER FENCE POST, 2 FEET SOUTHEAST OF
 EG0593'A POWERLINE POLE (NO. 32), 31 FEET NORTHWEST OF THEE CENTER OF A
 EG0593'DRIVEWAY, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EG0593'HIGHWAY AND FLUSH WITH THE GROUND.
 EG0593
 EG0593                          STATION RECOVERY (1974)
 EG0593
 EG0593'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG0593'THE MARK IS LOCATED 5.45 MILES NW OF TYPELO ON THE SW ROW OF U.S.
 EG0593'HIGHWAY 78, 0.85 MILE SE OF THE BELDEN BAPTIST CHURCH NEAR THE CENTER
 EG0593'OF SECTION 16, T 9S, R 5E. IT IS 43 FEET SW OF THE CENTER OF HIGHWAY
 EG0593'78, 31 FEET NW OF THE CENTER OF A DRIVEWAY, 7 FEET EAST OF POWER POLE
 EG0593'NO. 32, 2 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 EG0593'INCH CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE
 EG0593'GROUND. TO REACH FROM THE U.S. HIGHWAY 45 BRIDGE OVER U.S. HIGHWAY 78
 EG0593'ON THE NORTH SIDE OF TUPELO GO NW ON U.S. HIGHWAY 78 FOR 4.05 MILES
 EG0593'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0594 ***********************************************************************
 EG0594  DESIGNATION -  78 V 38 MSHD
 EG0594  PID         -  EG0594
 EG0594  STATE/COUNTY-  MS/LEE
 EG0594  USGS QUAD   -  SHERMAN (1980)
 EG0594
 EG0594                         *CURRENT SURVEY CONTROL
 EG0594  ___________________________________________________________________
 EG0594* NAD 83(1986)-  34 18 40.     (N)    088 47 16.     (W)     SCALED    
 EG0594* NAVD 88     -       109.376  (meters)     358.84   (feet)  ADJUSTED  
 EG0594  ___________________________________________________________________
 EG0594  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0594  DYNAMIC HT  -         109.267 (meters)     358.49  (feet)  COMP
 EG0594  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 EG0594
 EG0594  VERT ORDER  -  SECOND    CLASS 0
 EG0594
 EG0594.The horizontal coordinates were scaled from a topographic map and have
 EG0594.an estimated accuracy of +/- 6 seconds.
 EG0594
 EG0594.The orthometric height was determined by differential leveling
 EG0594.and adjusted in June 1991.
 EG0594
 EG0594.The geoid height was determined by GEOID03.
 EG0594
 EG0594.The dynamic height is computed by dividing the NAVD 88
 EG0594.geopotential number by the normal gravity value computed on the
 EG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0594.degrees latitude (g = 980.6199 gals.).
 EG0594
 EG0594.The modeled gravity was interpolated from observed gravity values.
 EG0594
 EG0594;                    North         East    Units  Estimated Accuracy
 EG0594;SPC MS E     -   533,460.      304,190.      MT  (+/- 180 meters Scaled)
 EG0594
 EG0594                          SUPERSEDED SURVEY CONTROL
 EG0594
 EG0594  NGVD 29 (??/??/92)  109.338  (m)          358.72   (f) ADJ UNCH    2 0
 EG0594
 EG0594.Superseded values are not recommended for survey control.
 EG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0594.See file dsdata.txt to determine how the superseded data were derived.
 EG0594
 EG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC354980(NAD 83)
 EG0594_MARKER: DD = SURVEY DISK
 EG0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0594_SP_SET: BUILDING
 EG0594_STAMPING: 78V-38 1965
 EG0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0594
 EG0594  HISTORY     - Date     Condition        Report By
 EG0594  HISTORY     - 1965     MONUMENTED       MSHD
 EG0594  HISTORY     - 1977     GOOD             MSHD
 EG0594  HISTORY     - 20070226 MARK NOT FOUND   TVA
 EG0594
 EG0594                          STATION DESCRIPTION
 EG0594
 EG0594'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0594'6.30 MI N FROM TUPELO.
 EG0594'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0594'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0594'HIGHWAY 45.  CONTINUE NORTHWEST ON HIGHWAY 78 FOR 4.9 MILES TO THE
 EG0594'BELDEN BAPTIST CHURCH ON THE LEFT AND THE MARK.  THE MARK IS A DISK
 EG0594'SET IN CEMENT IN A DRILLED HOLE IN THE SECOND STEP OF THEE BELDEN
 EG0594'BAPTIST CHURCH, 1 FOOT NORTH OF THE SOUTHEND AT THE EAST ENTRANCE AND
 EG0594'1 FOOT ABOVE THE LEVEL OF THE GROUND.
 EG0594
 EG0594                          STATION RECOVERY (1977)
 EG0594
 EG0594'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0594'RECOVERED IN GOOD CONDITION.
 EG0594
 EG0594                          STATION RECOVERY (2007)
 EG0594
 EG0594'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2007 (CDM)
 EG0594'THE STEPS TO THE CHURCH HAVE BEEN MODIFIED FROM THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0597 ***********************************************************************
 EG0597  DESIGNATION -  78 V 39 MSHD
 EG0597  PID         -  EG0597
 EG0597  STATE/COUNTY-  MS/LEE
 EG0597  USGS QUAD   -  SHERMAN (1980)
 EG0597
 EG0597                         *CURRENT SURVEY CONTROL
 EG0597  ___________________________________________________________________
 EG0597* NAD 83(1986)-  34 19 20.     (N)    088 47 28.     (W)     SCALED    
 EG0597* NAVD 88     -        93.866  (meters)     307.96   (feet)  ADJUSTED  
 EG0597  ___________________________________________________________________
 EG0597  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG0597  DYNAMIC HT  -          93.773 (meters)     307.65  (feet)  COMP
 EG0597  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 EG0597
 EG0597  VERT ORDER  -  SECOND    CLASS 0
 EG0597
 EG0597.The horizontal coordinates were scaled from a topographic map and have
 EG0597.an estimated accuracy of +/- 6 seconds.
 EG0597
 EG0597.The orthometric height was determined by differential leveling
 EG0597.and adjusted in June 1991.
 EG0597
 EG0597.The geoid height was determined by GEOID03.
 EG0597
 EG0597.The dynamic height is computed by dividing the NAVD 88
 EG0597.geopotential number by the normal gravity value computed on the
 EG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0597.degrees latitude (g = 980.6199 gals.).
 EG0597
 EG0597.The modeled gravity was interpolated from observed gravity values.
 EG0597
 EG0597;                    North         East    Units  Estimated Accuracy
 EG0597;SPC MS E     -   534,690.      303,890.      MT  (+/- 180 meters Scaled)
 EG0597
 EG0597                          SUPERSEDED SURVEY CONTROL
 EG0597
 EG0597  NGVD 29 (??/??/92)   93.830  (m)          307.84   (f) ADJ UNCH    2 0
 EG0597
 EG0597.Superseded values are not recommended for survey control.
 EG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0597.See file dsdata.txt to determine how the superseded data were derived.
 EG0597
 EG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC352993(NAD 83)
 EG0597_MARKER: DD = SURVEY DISK
 EG0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0597_SP_SET: ABUTMENT
 EG0597_STAMPING: 78V-39 1965
 EG0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0597
 EG0597  HISTORY     - Date     Condition        Report By
 EG0597  HISTORY     - 1965     MONUMENTED       MSHD
 EG0597  HISTORY     - 1977     GOOD             MSHD
 EG0597
 EG0597                          STATION DESCRIPTION
 EG0597
 EG0597'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0597'7.20 MI NW FROM TUPELO.
 EG0597'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0597'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0597'HIGHWAY 45.  CONTINUE NORTHWEST ON U. S. HIGHWAY 78 FOR 5.8 MILES TO A
 EG0597'BRIDGE AND THE MARK ON THE RIGHT.  THIS MARK IS 0.9 MILE NORTH OF THE
 EG0597'BELDEN BAPTIST CHURCH.  THE MARK IS A DISKSET IN CEMENT IN A DRILLED
 EG0597'HOLE IN THE NORTHWEST END OF A BRIDGE ABUTMENT, 14 FEET EAST OF THE
 EG0597'CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0597
 EG0597                          STATION RECOVERY (1977)
 EG0597
 EG0597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0597'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 78 FROM THE INTERSECTION OF
 EG0597'U.S. HIGHWAYS 45 AND 78 IN NORTHWEST TUPELO, 0.9 MILE NORTHWEST OF
 EG0597'THE BELDEN BAPTIST CHURCH, SET IN THE NORTHWEST END OF THE NORTHEAST
 EG0597'ABUTMENT OF A BRIDGE OVER TOWN CREEK, 14 FEET EAST AND ABOUT LEVEL
 EG0597'WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0310 ***********************************************************************
 EG0310  DESIGNATION -  78 V 4 RESET 1967
 EG0310  PID         -  EG0310
 EG0310  STATE/COUNTY-  MS/ITAWAMBA
 EG0310  USGS QUAD   -  BEXAR (1967)
 EG0310
 EG0310                         *CURRENT SURVEY CONTROL
 EG0310  ___________________________________________________________________
 EG0310* NAD 83(1986)-  34 13 48.     (N)    088 14 34.     (W)     SCALED    
 EG0310* NAVD 88     -       104.52   (meters)     342.9    (feet)  RESET     
 EG0310  ___________________________________________________________________
 EG0310  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0310  VERT ORDER  -  THIRD
 EG0310
 EG0310.The horizontal coordinates were scaled from a topographic map and have
 EG0310.an estimated accuracy of +/- 6 seconds.
 EG0310
 EG0310.The orthometric height was computed from unverified reset data.
 EG0310
 EG0310.The geoid height was determined by GEOID03.
 EG0310
 EG0310;                    North         East    Units  Estimated Accuracy
 EG0310;SPC MS E     -   524,620.      354,410.      MT  (+/- 180 meters Scaled)
 EG0310
 EG0310                          SUPERSEDED SURVEY CONTROL
 EG0310
 EG0310.No superseded survey control is available for this station.
 EG0310
 EG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC855883(NAD 83)
 EG0310_MARKER: DD = SURVEY DISK
 EG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0310_STAMPING: 78V-4 1965 RESET 1967
 EG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0310+STABILITY: SURFACE MOTION
 EG0310
 EG0310  HISTORY     - Date     Condition        Report By
 EG0310  HISTORY     - 1967     MONUMENTED       MSHD
 EG0310  HISTORY     - 1972     GOOD             NGS
 EG0310  HISTORY     - 1978     GOOD             MSHD
 EG0310
 EG0310                          STATION DESCRIPTION
 EG0310
 EG0310'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG0310'IN TREMONT.
 EG0310'TO REACH FROM THE U.S. POST OFFICE IN THE VILLAGE OF TREMONT GO WEST
 EG0310'ON U.S. HIGHWAY 78 FOR 0.9 MILE TO THE MARK ON THE RIGHT.  THE MARK IS
 EG0310'A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST, ABOUT 4
 EG0310'INCHES BELOW THE GROUND SURFACE.  A METAL WITNESS POST IS 2.5 FEET
 EG0310'EAST OF THE MARK.  IT IS 121.3 FEET WEST OF A BLOCK HOUSE, 82.2 FEET
 EG0310'WEST OF A 10 INCH OAK TREE, 64.7 FEET EAST OF A TELEPHONE POLE AND
 EG0310'57.9 FEET SOUTH OF CENTERLINE OF HIGHWAY U.S. 78.
 EG0310
 EG0310                          STATION RECOVERY (1972)
 EG0310
 EG0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EG0310'RECOVERED IN GOOD CONDITION.
 EG0310
 EG0310                          STATION RECOVERY (1978)
 EG0310
 EG0310'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0310'THE MARK IS LOCATED 1 MILE EAST OF TREMONT ON THE SOUTH RIGHT OF WAY
 EG0310'OF U.S. HIGHWAY 78 JUST WEST OF A CONCRETE BLOCK STORE IN THE
 EG0310'NORTHWEST 1/4 OF SECTION 10, T 10S, R 10E. IT IS 124 FEET NORTHWEST
 EG0310'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK STORE AND RESIDENCE, 82
 EG0310'FEET NORTHWEST OF A 10 INCH OAK, 58 FEET SOUTH OF THE CENTER OF
 EG0310'HIGHWAY 78, 31 FEET EAST OF THE CENTER OF A TURNOUT, 31.5 FEET WEST
 EG0310'OF THE PARADE SIGN, 28 FEET SOUTHWEST OF A TELEPHONE CABLE POLE, 1
 EG0310'FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 EG0310'POST ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS 1 FOOT
 EG0310'BELOW THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 EG0310'U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO EAST ON
 EG0310'U.S. HIGHWAY 78 FOR 1.25 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0598 ***********************************************************************
 EG0598  DESIGNATION -  78 V 40
 EG0598  PID         -  EG0598
 EG0598  STATE/COUNTY-  MS/LEE
 EG0598  USGS QUAD   -  SHERMAN (1980)
 EG0598
 EG0598                         *CURRENT SURVEY CONTROL
 EG0598  ___________________________________________________________________
 EG0598* NAD 83(1986)-  34 19 50.     (N)    088 47 55.     (W)     SCALED    
 EG0598* NAVD 88     -        97.156  (meters)     318.75   (feet)  ADJUSTED  
 EG0598  ___________________________________________________________________
 EG0598  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG0598  DYNAMIC HT  -          97.060 (meters)     318.44  (feet)  COMP
 EG0598  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 EG0598
 EG0598  VERT ORDER  -  SECOND    CLASS 0
 EG0598
 EG0598.The horizontal coordinates were scaled from a topographic map and have
 EG0598.an estimated accuracy of +/- 6 seconds.
 EG0598
 EG0598.The orthometric height was determined by differential leveling
 EG0598.and adjusted in June 1991.
 EG0598
 EG0598.The geoid height was determined by GEOID03.
 EG0598
 EG0598.The dynamic height is computed by dividing the NAVD 88
 EG0598.geopotential number by the normal gravity value computed on the
 EG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0598.degrees latitude (g = 980.6199 gals.).
 EG0598
 EG0598.The modeled gravity was interpolated from observed gravity values.
 EG0598
 EG0598;                    North         East    Units  Estimated Accuracy
 EG0598;SPC MS E     -   535,610.      303,200.      MT  (+/- 180 meters Scaled)
 EG0598
 EG0598                          SUPERSEDED SURVEY CONTROL
 EG0598
 EG0598  NGVD 29 (??/??/92)   97.120  (m)          318.63   (f) ADJ UNCH    2 0
 EG0598
 EG0598.Superseded values are not recommended for survey control.
 EG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0598.See file dsdata.txt to determine how the superseded data were derived.
 EG0598
 EG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD345002(NAD 83)
 EG0598_MARKER: DD = SURVEY DISK
 EG0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0598_STAMPING: 78V-40 1965
 EG0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0598+STABILITY: SURFACE MOTION
 EG0598
 EG0598  HISTORY     - Date     Condition        Report By
 EG0598  HISTORY     - 1965     MONUMENTED       MSHD
 EG0598
 EG0598                          STATION DESCRIPTION
 EG0598
 EG0598'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0598'7.85 MI NW FROM TUPELO.
 EG0598'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO, GO WEST AND
 EG0598'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0598'HIGHWAY 45.  CONTINUE NORTHWEST ON U. S. HIGHWAY 78 FOR 4.9 MILES TO
 EG0598'THE BELDEN BAPTIST CHURCH ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR
 EG0598'1.55 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 EG0598'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 50 FEET SOUTHWEST OF THE
 EG0598'CENTERLINE OF THE HIGHWAY, 112 FEET SOUTH OF AND ACROSS THE HIGHWAY
 EG0598'FROM A POWERLINE POLE (NO. 71 1/2), 10 FEET SOUTHEAST OF THE CENTER OF
 EG0598'A BOARD GATE, 1.0 FOOT NORTH OF A FENCE, 2 FEET SOUTHEAST OF A METAL
 EG0598'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0599 ***********************************************************************
 EG0599  DESIGNATION -  78 V 41
 EG0599  PID         -  EG0599
 EG0599  STATE/COUNTY-  MS/LEE
 EG0599  USGS QUAD   -  SHERMAN (1980)
 EG0599
 EG0599                         *CURRENT SURVEY CONTROL
 EG0599  ___________________________________________________________________
 EG0599* NAD 83(1986)-  34 20 28.     (N)    088 48 34.     (W)     SCALED    
 EG0599* NAVD 88     -        99.514  (meters)     326.49   (feet)  ADJUSTED  
 EG0599  ___________________________________________________________________
 EG0599  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0599  DYNAMIC HT  -          99.415 (meters)     326.16  (feet)  COMP
 EG0599  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EG0599
 EG0599  VERT ORDER  -  SECOND    CLASS 0
 EG0599
 EG0599.The horizontal coordinates were scaled from a topographic map and have
 EG0599.an estimated accuracy of +/- 6 seconds.
 EG0599
 EG0599.The orthometric height was determined by differential leveling
 EG0599.and adjusted in June 1991.
 EG0599
 EG0599.The geoid height was determined by GEOID03.
 EG0599
 EG0599.The dynamic height is computed by dividing the NAVD 88
 EG0599.geopotential number by the normal gravity value computed on the
 EG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0599.degrees latitude (g = 980.6199 gals.).
 EG0599
 EG0599.The modeled gravity was interpolated from observed gravity values.
 EG0599
 EG0599;                    North         East    Units  Estimated Accuracy
 EG0599;SPC MS E     -   536,780.      302,200.      MT  (+/- 180 meters Scaled)
 EG0599
 EG0599                          SUPERSEDED SURVEY CONTROL
 EG0599
 EG0599  NGVD 29 (??/??/92)   99.478  (m)          326.37   (f) ADJ UNCH    2 0
 EG0599
 EG0599.Superseded values are not recommended for survey control.
 EG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0599.See file dsdata.txt to determine how the superseded data were derived.
 EG0599
 EG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD335014(NAD 83)
 EG0599_MARKER: DD = SURVEY DISK
 EG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0599_STAMPING: 78V-41 1965
 EG0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0599+STABILITY: SURFACE MOTION
 EG0599
 EG0599  HISTORY     - Date     Condition        Report By
 EG0599  HISTORY     - 1965     MONUMENTED       MSHD
 EG0599
 EG0599                          STATION DESCRIPTION
 EG0599
 EG0599'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0599'8.80 MI NW FROM TUPELO.
 EG0599'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0599'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILE TO THE JUNCTION WITH U. S.
 EG0599'HIGHWAY 45, CONTINUE NORTHWEST ON HIGHWAY 78 FOR 4.9 MILES TO THE
 EG0599'BELDEN BAPTIST CHURCH ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR 2.5
 EG0599'MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF
 EG0599'A 12-INCH ROUND, CONCRETE POST.  IT IS 45 FEET NORTH OF THE CENTERLINE
 EG0599'OF THE HIGHWAY, 15 FEET NORTHWEST OF THE CENTER OF A BOARD GATE, 6
 EG0599'FEET SOUTHWEST OF A WIRE FENCE, 3 FEET NORTHWEST OF A POWERLINE POLE
 EG0599'(NO. 58 1/2), 25 FEET NORTH OF THE NORTHWEST END OF AN 18-INCH
 EG0599'CONCRETE SIDEDRAIN PIPE, 2 FEET SOUTHEAST OF A METAL WITNESS POST,
 EG0599'ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0601 ***********************************************************************
 EG0601  DESIGNATION -  78 V 42
 EG0601  PID         -  EG0601
 EG0601  STATE/COUNTY-  MS/LEE
 EG0601  USGS QUAD   -  SHERMAN (1980)
 EG0601
 EG0601                         *CURRENT SURVEY CONTROL
 EG0601  ___________________________________________________________________
 EG0601* NAD 83(1986)-  34 20 59.     (N)    088 49 13.     (W)     SCALED    
 EG0601* NAVD 88     -       104.680  (meters)     343.44   (feet)  ADJUSTED  
 EG0601  ___________________________________________________________________
 EG0601  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG0601  DYNAMIC HT  -         104.577 (meters)     343.10  (feet)  COMP
 EG0601  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 EG0601
 EG0601  VERT ORDER  -  SECOND    CLASS 0
 EG0601
 EG0601.The horizontal coordinates were scaled from a topographic map and have
 EG0601.an estimated accuracy of +/- 6 seconds.
 EG0601
 EG0601.The orthometric height was determined by differential leveling
 EG0601.and adjusted in June 1991.
 EG0601
 EG0601.The geoid height was determined by GEOID03.
 EG0601
 EG0601.The dynamic height is computed by dividing the NAVD 88
 EG0601.geopotential number by the normal gravity value computed on the
 EG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0601.degrees latitude (g = 980.6199 gals.).
 EG0601
 EG0601.The modeled gravity was interpolated from observed gravity values.
 EG0601
 EG0601;                    North         East    Units  Estimated Accuracy
 EG0601;SPC MS E     -   537,740.      301,200.      MT  (+/- 180 meters Scaled)
 EG0601
 EG0601                          SUPERSEDED SURVEY CONTROL
 EG0601
 EG0601  NGVD 29 (??/??/92)  104.644  (m)          343.32   (f) ADJ UNCH    2 0
 EG0601
 EG0601.Superseded values are not recommended for survey control.
 EG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0601.See file dsdata.txt to determine how the superseded data were derived.
 EG0601
 EG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD325024(NAD 83)
 EG0601_MARKER: DD = SURVEY DISK
 EG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0601_STAMPING: 78V-42 1965
 EG0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0601+STABILITY: SURFACE MOTION
 EG0601
 EG0601  HISTORY     - Date     Condition        Report By
 EG0601  HISTORY     - 1965     MONUMENTED       MSHD
 EG0601
 EG0601                          STATION DESCRIPTION
 EG0601
 EG0601'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0601'9.65 MI NW FROM TUPELO.
 EG0601'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0601'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION OF U. S.
 EG0601'HIGHWAY 45.  CONTINUE NORTHWEST ON HIGHWAY 78 FOR 8.25 MILES TO A
 EG0601'BLACKTOP ROAD ON THE RIGHT AND THE TRI-COUNTY GIN CO. AND THE MARK AS
 EG0601'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0601'CONCRETE POST.  IT IS 46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EG0601'35 FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD, 126 FEET WEST OF
 EG0601'THE SOUTHWEST CORNER OF THE OFFICE OF THE TRI-COUNTY GIN CO., 2 FEET
 EG0601'NORTHWEST OF A POWERLINE POLE (NO. 100), 1 FOOT SOUTH OF A METAL
 EG0601'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE
 EG0601'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0602 ***********************************************************************
 EG0602  DESIGNATION -  78 V 43
 EG0602  PID         -  EG0602
 EG0602  STATE/COUNTY-  MS/LEE
 EG0602  USGS QUAD   -  SHERMAN (1980)
 EG0602
 EG0602                         *CURRENT SURVEY CONTROL
 EG0602  ___________________________________________________________________
 EG0602* NAD 83(1986)-  34 21 29.     (N)    088 49 47.     (W)     SCALED    
 EG0602* NAVD 88     -       103.316  (meters)     338.96   (feet)  ADJUSTED  
 EG0602  ___________________________________________________________________
 EG0602  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG0602  DYNAMIC HT  -         103.214 (meters)     338.63  (feet)  COMP
 EG0602  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EG0602
 EG0602  VERT ORDER  -  SECOND    CLASS 0
 EG0602
 EG0602.The horizontal coordinates were scaled from a topographic map and have
 EG0602.an estimated accuracy of +/- 6 seconds.
 EG0602
 EG0602.The orthometric height was determined by differential leveling
 EG0602.and adjusted in June 1991.
 EG0602
 EG0602.The geoid height was determined by GEOID03.
 EG0602
 EG0602.The dynamic height is computed by dividing the NAVD 88
 EG0602.geopotential number by the normal gravity value computed on the
 EG0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0602.degrees latitude (g = 980.6199 gals.).
 EG0602
 EG0602.The modeled gravity was interpolated from observed gravity values.
 EG0602
 EG0602;                    North         East    Units  Estimated Accuracy
 EG0602;SPC MS E     -   538,660.      300,330.      MT  (+/- 180 meters Scaled)
 EG0602
 EG0602                          SUPERSEDED SURVEY CONTROL
 EG0602
 EG0602  NGVD 29 (??/??/92)  103.279  (m)          338.84   (f) ADJ UNCH    2 0
 EG0602
 EG0602.Superseded values are not recommended for survey control.
 EG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0602.See file dsdata.txt to determine how the superseded data were derived.
 EG0602
 EG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD317033(NAD 83)
 EG0602_MARKER: DD = SURVEY DISK
 EG0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0602_STAMPING: 78V-43 1965
 EG0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0602+STABILITY: SURFACE MOTION
 EG0602
 EG0602  HISTORY     - Date     Condition        Report By
 EG0602  HISTORY     - 1965     MONUMENTED       MSHD
 EG0602
 EG0602                          STATION DESCRIPTION
 EG0602
 EG0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0602'10.40 MI NW FROM TUPELO.
 EG0602'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0602'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0602'HIGHWAY 45, CONTINUE ON HIGHWAY 78 FOR 8.25 MILES TO THE TRI-COUNTY
 EG0602'GIN CO. ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 0.75 MILE TO A
 EG0602'CROSSROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG0602'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 47 FEET NORTH OF THE
 EG0602'CENTERLINE OF THE HIGHWAY, 35 FEET NORTHWEST OF THE CENTER OF A
 EG0602'BLACKTOP ROAD, 3 FEET NORTHWEST OF A POWERLINE POLE (NO. 112), 1.5
 EG0602'FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 EG0602'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0603 ***********************************************************************
 EG0603  DESIGNATION -  78 V 44
 EG0603  PID         -  EG0603
 EG0603  STATE/COUNTY-  MS/LEE
 EG0603  USGS QUAD   -  SHERMAN (1980)
 EG0603
 EG0603                         *CURRENT SURVEY CONTROL
 EG0603  ___________________________________________________________________
 EG0603* NAD 83(1986)-  34 21 53.     (N)    088 50 21.     (W)     SCALED    
 EG0603* NAVD 88     -       111.869  (meters)     367.02   (feet)  ADJUSTED  
 EG0603  ___________________________________________________________________
 EG0603  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG0603  DYNAMIC HT  -         111.759 (meters)     366.66  (feet)  COMP
 EG0603  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EG0603
 EG0603  VERT ORDER  -  SECOND    CLASS 0
 EG0603
 EG0603.The horizontal coordinates were scaled from a topographic map and have
 EG0603.an estimated accuracy of +/- 6 seconds.
 EG0603
 EG0603.The orthometric height was determined by differential leveling
 EG0603.and adjusted in June 1991.
 EG0603
 EG0603.The geoid height was determined by GEOID03.
 EG0603
 EG0603.The dynamic height is computed by dividing the NAVD 88
 EG0603.geopotential number by the normal gravity value computed on the
 EG0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0603.degrees latitude (g = 980.6199 gals.).
 EG0603
 EG0603.The modeled gravity was interpolated from observed gravity values.
 EG0603
 EG0603;                    North         East    Units  Estimated Accuracy
 EG0603;SPC MS E     -   539,400.      299,460.      MT  (+/- 180 meters Scaled)
 EG0603
 EG0603                          SUPERSEDED SURVEY CONTROL
 EG0603
 EG0603  NGVD 29 (??/??/92)  111.832  (m)          366.90   (f) ADJ UNCH    2 0
 EG0603
 EG0603.Superseded values are not recommended for survey control.
 EG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0603.See file dsdata.txt to determine how the superseded data were derived.
 EG0603
 EG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD308041(NAD 83)
 EG0603_MARKER: DD = SURVEY DISK
 EG0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0603_STAMPING: 78V-44 1965
 EG0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0603+STABILITY: SURFACE MOTION
 EG0603
 EG0603  HISTORY     - Date     Condition        Report By
 EG0603  HISTORY     - 1965     MONUMENTED       MSHD
 EG0603
 EG0603                          STATION DESCRIPTION
 EG0603
 EG0603'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0603'11.15 MI NW FROM TUPELO.
 EG0603'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0603'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0603'HIGHWAY 45, CONTINUE ON U. S. HIGHWAY 78 FOR 8.25 MILES TO THE
 EG0603'TRI-COUNTY GIN CO. ON THE RIGHT, CONTINUE ON HIGHWAY 78 FOR 1.5 MILES
 EG0603'TO THE SHERMAN CHURCH OF CHRIST ON THE RIGHT AND THE MARK AS
 EG0603'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A -2-INCH ROUND,
 EG0603'CONCRETE POST.  IT IS 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EG0603'116 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHERMAN CHURCH OF
 EG0603'CHRIST, 31.5 FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER, 1.0
 EG0603'FOOT NORTH OF A CHURCH SIGN, 31 FEET NORTH OF THE SOUTHEAST END OF AN
 EG0603'18-INCH CORRUGATED METAL PIPE UNDER THE DRIVEWAY, 1 FOOT SOUTHEAST OF
 EG0603'A METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0604 ***********************************************************************
 EG0604  DESIGNATION -  78 V 45
 EG0604  PID         -  EG0604
 EG0604  STATE/COUNTY-  MS/LEE
 EG0604  USGS QUAD   -  SHERMAN (1980)
 EG0604
 EG0604                         *CURRENT SURVEY CONTROL
 EG0604  ___________________________________________________________________
 EG0604* NAD 83(1986)-  34 22 04.     (N)    088 51 00.     (W)     SCALED    
 EG0604* NAVD 88     -       120.177  (meters)     394.28   (feet)  ADJUSTED  
 EG0604  ___________________________________________________________________
 EG0604  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EG0604  DYNAMIC HT  -         120.059 (meters)     393.89  (feet)  COMP
 EG0604  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 EG0604
 EG0604  VERT ORDER  -  SECOND    CLASS 0
 EG0604
 EG0604.The horizontal coordinates were scaled from a topographic map and have
 EG0604.an estimated accuracy of +/- 6 seconds.
 EG0604
 EG0604.The orthometric height was determined by differential leveling
 EG0604.and adjusted in June 1991.
 EG0604
 EG0604.The geoid height was determined by GEOID03.
 EG0604
 EG0604.The dynamic height is computed by dividing the NAVD 88
 EG0604.geopotential number by the normal gravity value computed on the
 EG0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0604.degrees latitude (g = 980.6199 gals.).
 EG0604
 EG0604.The modeled gravity was interpolated from observed gravity values.
 EG0604
 EG0604;                    North         East    Units  Estimated Accuracy
 EG0604;SPC MS E     -   539,740.      298,470.      MT  (+/- 180 meters Scaled)
 EG0604
 EG0604                          SUPERSEDED SURVEY CONTROL
 EG0604
 EG0604  NGVD 29 (??/??/92)  120.139  (m)          394.16   (f) ADJ UNCH    2 0
 EG0604
 EG0604.Superseded values are not recommended for survey control.
 EG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0604.See file dsdata.txt to determine how the superseded data were derived.
 EG0604
 EG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD298044(NAD 83)
 EG0604_MARKER: DD = SURVEY DISK
 EG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0604_STAMPING: 78V-45 1965
 EG0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0604+STABILITY: SURFACE MOTION
 EG0604
 EG0604  HISTORY     - Date     Condition        Report By
 EG0604  HISTORY     - 1965     MONUMENTED       MSHD
 EG0604
 EG0604                          STATION DESCRIPTION
 EG0604
 EG0604'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0604'11.80 MI NW FROM TUPELO.
 EG0604'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0604'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0604'HIGHWAY 45.  CONTINUE NORTHWEST ON U. S. HIGHWAY 78 FOR 8.25 MILES TO
 EG0604'THE TRI-COUNTY GIN CO. ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 2.15
 EG0604'MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0604'12-INCH ROUND, CONCRETE POST.  IT IS 48 FEET SOUTH OF THE CENTERLINE
 EG0604'OF THE HIGHWAY, 11 FEET EAST OF THE CENTER OF AA DRIVEWAY, 23 FEET
 EG0604'EAST OF A RED BRICK HOUSE, 20 FEET SOUTH OF THE EAST END OF A 12-INCH
 EG0604'CORRUGATED METAL PIPE UNDER A DRIVEWAY, 1.5 FEET WEST OF A METAL
 EG0604'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0605 ***********************************************************************
 EG0605  DESIGNATION -  78 V 46
 EG0605  PID         -  EG0605
 EG0605  STATE/COUNTY-  MS/LEE
 EG0605  USGS QUAD   -  SHERMAN (1980)
 EG0605
 EG0605                         *CURRENT SURVEY CONTROL
 EG0605  ___________________________________________________________________
 EG0605* NAD 83(1986)-  34 22 15.     (N)    088 51 39.     (W)     SCALED    
 EG0605* NAVD 88     -       112.880  (meters)     370.34   (feet)  ADJUSTED  
 EG0605  ___________________________________________________________________
 EG0605  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0605  DYNAMIC HT  -         112.768 (meters)     369.97  (feet)  COMP
 EG0605  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 EG0605
 EG0605  VERT ORDER  -  SECOND    CLASS 0
 EG0605
 EG0605.The horizontal coordinates were scaled from a topographic map and have
 EG0605.an estimated accuracy of +/- 6 seconds.
 EG0605
 EG0605.The orthometric height was determined by differential leveling
 EG0605.and adjusted in June 1991.
 EG0605
 EG0605.The geoid height was determined by GEOID03.
 EG0605
 EG0605.The dynamic height is computed by dividing the NAVD 88
 EG0605.geopotential number by the normal gravity value computed on the
 EG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0605.degrees latitude (g = 980.6199 gals.).
 EG0605
 EG0605.The modeled gravity was interpolated from observed gravity values.
 EG0605
 EG0605;                    North         East    Units  Estimated Accuracy
 EG0605;SPC MS E     -   540,080.      297,470.      MT  (+/- 180 meters Scaled)
 EG0605
 EG0605                          SUPERSEDED SURVEY CONTROL
 EG0605
 EG0605  NGVD 29 (??/??/92)  112.843  (m)          370.22   (f) ADJ UNCH    2 0
 EG0605
 EG0605.Superseded values are not recommended for survey control.
 EG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0605.See file dsdata.txt to determine how the superseded data were derived.
 EG0605
 EG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD288048(NAD 83)
 EG0605_MARKER: DD = SURVEY DISK
 EG0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0605_SP_SET: ABUTMENT
 EG0605_STAMPING: 78V-46 1965
 EG0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0605
 EG0605  HISTORY     - Date     Condition        Report By
 EG0605  HISTORY     - 1965     MONUMENTED       MSHD
 EG0605
 EG0605                          STATION DESCRIPTION
 EG0605
 EG0605'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0605'12.40 MI NW FROM TUPELO.
 EG0605'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0605'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION WITH U. S.
 EG0605'HIGHWAY 45.  CONTINUE NORTHWEST ON U. S. HIGHWAY 78 FOR 9.75 MILES TO
 EG0605'THE SHERMAN CHURCH OF CHRIST CHURCH ON THE RIGHT, CONTINUE ON HIGHWAY
 EG0605'78 FOR 1.25 MILES TO A BRIDGE AND THE MARK.  THE MARK IS A DISK SET IN
 EG0605'CEMENT IN A DRILLED HOLE IN THE NORTHWEST END OF A BRIDGE ABUTMENT, 14
 EG0605'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 EG0605'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0606 ***********************************************************************
 EG0606  DESIGNATION -  78 V 47
 EG0606  PID         -  EG0606
 EG0606  STATE/COUNTY-  MS/LEE
 EG0606  USGS QUAD   -  ELLISTOWN (1980)
 EG0606
 EG0606                         *CURRENT SURVEY CONTROL
 EG0606  ___________________________________________________________________
 EG0606* NAD 83(1986)-  34 22 42.     (N)    088 52 18.     (W)     SCALED    
 EG0606* NAVD 88     -       121.146  (meters)     397.46   (feet)  ADJUSTED  
 EG0606  ___________________________________________________________________
 EG0606  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EG0606  DYNAMIC HT  -         121.027 (meters)     397.07  (feet)  COMP
 EG0606  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 EG0606
 EG0606  VERT ORDER  -  SECOND    CLASS 0
 EG0606
 EG0606.The horizontal coordinates were scaled from a topographic map and have
 EG0606.an estimated accuracy of +/- 6 seconds.
 EG0606
 EG0606.The orthometric height was determined by differential leveling
 EG0606.and adjusted in June 1991.
 EG0606
 EG0606.The geoid height was determined by GEOID03.
 EG0606
 EG0606.The dynamic height is computed by dividing the NAVD 88
 EG0606.geopotential number by the normal gravity value computed on the
 EG0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0606.degrees latitude (g = 980.6199 gals.).
 EG0606
 EG0606.The modeled gravity was interpolated from observed gravity values.
 EG0606
 EG0606;                    North         East    Units  Estimated Accuracy
 EG0606;SPC MS E     -   540,910.      296,480.      MT  (+/- 180 meters Scaled)
 EG0606
 EG0606                          SUPERSEDED SURVEY CONTROL
 EG0606
 EG0606  NGVD 29 (??/??/92)  121.108  (m)          397.34   (f) ADJ UNCH    2 0
 EG0606
 EG0606.Superseded values are not recommended for survey control.
 EG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0606.See file dsdata.txt to determine how the superseded data were derived.
 EG0606
 EG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD279056(NAD 83)
 EG0606_MARKER: DD = SURVEY DISK
 EG0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0606_STAMPING: 78V-47
 EG0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0606+STABILITY: SURFACE MOTION
 EG0606
 EG0606  HISTORY     - Date     Condition        Report By
 EG0606  HISTORY     - UNK      MONUMENTED       MSHD
 EG0606  HISTORY     - 1965     GOOD             MSHD
 EG0606
 EG0606                          STATION DESCRIPTION
 EG0606
 EG0606'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0606'13.20 MI NW FROM TUPELO.
 EG0606'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO WEST AND
 EG0606'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION OF U.S. 78
 EG0606'AND U. S. HIGHWAY 45 CONTINUE NORTHWEST ON HIGHWAY 78 FOR 9.75 MILES
 EG0606'TO THE SHERMAN CHURCH OF CHRIST ON THE RIGHT.  CONTINUE ON HIGHWAY 78
 EG0606'FOR 2.05 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 EG0606'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 58 FEET NORTH OF THE
 EG0606'CENTERLINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER OF A
 EG0606'DRIVEWAY, 22 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY, 28 FEET NORTH
 EG0606'OF THE NORTHWEST END OF AN 18-INCH METAL PIPE UNDER A DRIVEWAY, 1.0
 EG0606'FOOT SOUTH OF A POWER LINE POLE (NO. 20), 1 FOOT NORTHWEST OF A METAL
 EG0606'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0607 ***********************************************************************
 EG0607  DESIGNATION -  78 V 48
 EG0607  PID         -  EG0607
 EG0607  STATE/COUNTY-  MS/UNION
 EG0607  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0607
 EG0607                         *CURRENT SURVEY CONTROL
 EG0607  ___________________________________________________________________
 EG0607* NAD 83(1986)-  34 23 02.     (N)    088 52 41.     (W)     SCALED    
 EG0607* NAVD 88     -       129.374  (meters)     424.45   (feet)  ADJUSTED  
 EG0607  ___________________________________________________________________
 EG0607  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG0607  DYNAMIC HT  -         129.247 (meters)     424.04  (feet)  COMP
 EG0607  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 EG0607
 EG0607  VERT ORDER  -  SECOND    CLASS 0
 EG0607
 EG0607.The horizontal coordinates were scaled from a topographic map and have
 EG0607.an estimated accuracy of +/- 6 seconds.
 EG0607
 EG0607.The orthometric height was determined by differential leveling
 EG0607.and adjusted in June 1991.
 EG0607
 EG0607.The geoid height was determined by GEOID03.
 EG0607
 EG0607.The dynamic height is computed by dividing the NAVD 88
 EG0607.geopotential number by the normal gravity value computed on the
 EG0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0607.degrees latitude (g = 980.6199 gals.).
 EG0607
 EG0607.The modeled gravity was interpolated from observed gravity values.
 EG0607
 EG0607;                    North         East    Units  Estimated Accuracy
 EG0607;SPC MS E     -   541,530.      295,890.      MT  (+/- 180 meters Scaled)
 EG0607
 EG0607                          SUPERSEDED SURVEY CONTROL
 EG0607
 EG0607  NGVD 29 (??/??/92)  129.335  (m)          424.33   (f) ADJ UNCH    2 0
 EG0607
 EG0607.Superseded values are not recommended for survey control.
 EG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0607.See file dsdata.txt to determine how the superseded data were derived.
 EG0607
 EG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD273063(NAD 83)
 EG0607_MARKER: DD = SURVEY DISK
 EG0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0607_STAMPING: 78V-48 1965
 EG0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0607+STABILITY: SURFACE MOTION
 EG0607
 EG0607  HISTORY     - Date     Condition        Report By
 EG0607  HISTORY     - 1965     MONUMENTED       MSHD
 EG0607  HISTORY     - 1979     GOOD             MSHD
 EG0607
 EG0607                          STATION DESCRIPTION
 EG0607
 EG0607'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0607'10.65 MI SE FROM NEW ALBANY.
 EG0607'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0607'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 9.95 MILES TO A GRAVEL
 EG0607'CROSSROAD, CONTINUE ON HIGHWAY FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 EG0607'THEE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 EG0607'IT IS 57 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 61 FEET
 EG0607'NORTHWEST OF THE CENTER OF A DRIVEWAY, 1.5 FEET SOUTHEAST OF A
 EG0607'POWERLINE POLE, 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 EG0607'HOUSE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EG0607'THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0607
 EG0607                          STATION RECOVERY (1979)
 EG0607
 EG0607'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0607'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0607'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0607'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0607'RIGHT SE AND GO 6.4 MILES TO INTERSECTION HWY 9 CONTINUE ON HWY 78
 EG0607'FOR 0.7 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0609 ***********************************************************************
 EG0609  DESIGNATION -  78 V 49 RESET
 EG0609  PID         -  EG0609
 EG0609  STATE/COUNTY-  MS/UNION
 EG0609  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0609
 EG0609                         *CURRENT SURVEY CONTROL
 EG0609  ___________________________________________________________________
 EG0609* NAD 83(1986)-  34 23 23.     (N)    088 53 17.     (W)     SCALED    
 EG0609* NAVD 88     -       133.55   (meters)     438.2    (feet)  RESET     
 EG0609  ___________________________________________________________________
 EG0609  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EG0609  VERT ORDER  -  THIRD
 EG0609
 EG0609.The horizontal coordinates were scaled from a topographic map and have
 EG0609.an estimated accuracy of +/- 6 seconds.
 EG0609
 EG0609.The orthometric height was computed from unverified reset data.
 EG0609.No vertical observational check was made to the station.
 EG0609
 EG0609.The geoid height was determined by GEOID03.
 EG0609
 EG0609;                    North         East    Units  Estimated Accuracy
 EG0609;SPC MS E     -   542,180.      294,970.      MT  (+/- 180 meters Scaled)
 EG0609
 EG0609                          SUPERSEDED SURVEY CONTROL
 EG0609
 EG0609  NGVD 29 (08/12/04)  133.51   (m)          438.0    (f) RESET       3  
 EG0609
 EG0609.Superseded values are not recommended for survey control.
 EG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0609.See file dsdata.txt to determine how the superseded data were derived.
 EG0609
 EG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD264069(NAD 83)
 EG0609_MARKER: DD = SURVEY DISK
 EG0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0609_STAMPING: BM 78V 49 RESET 1974
 EG0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0609+STABILITY: SURFACE MOTION
 EG0609
 EG0609  HISTORY     - Date     Condition        Report By
 EG0609  HISTORY     - 1974     MONUMENTED       MSHD
 EG0609
 EG0609                          STATION DESCRIPTION
 EG0609
 EG0609'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG0609'10 MI SE FROM NEW ALBANY.
 EG0609'THE MARK IS LOCATED 10 MILES SE OF NEW ALBANY ON THE NE ROW OF U.S.
 EG0609'HIGHWAY 78 ABOUT 150 YARDS SE OF A CROSSROAD, 3.2 MILES NW OF SHERMAN
 EG0609'IN THE NW 1/4 OF SECTION 16, T 8S, R 4E.  IT IS 49.5 FEET NE OF THE
 EG0609'CENTER OF HIGHWAY 78, 44 FEET EAST OF A 14 INCH TRIPPLE GUM, 5 FEET SW
 EG0609'OF A FENCE, 1.5 FEET SOUTH OF A ROW MARKER, 1 FOOT NORTH OF A METAL
 EG0609'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 4
 EG0609'1/2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES. TO REACH
 EG0609'FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO SE ON U.S. HIGHWAY
 EG0609'78 FOR 2.55 MILES TO THE JUNCTION OF THE U.S. HIGHWAY 78 BYPASS.
 EG0609'CONTINUE SE ON U.S. HIGHWAY 78 FOR 7.4 MILES TO A CROSSROAD. CONTINUE
 EG0609'SE ON HIGHWAY 78 FOR ABOUT 150 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0304 ***********************************************************************
 EG0304  DESIGNATION -  78 V 5
 EG0304  PID         -  EG0304
 EG0304  STATE/COUNTY-  MS/ITAWAMBA
 EG0304  USGS QUAD   -  TREMONT (1992)
 EG0304
 EG0304                         *CURRENT SURVEY CONTROL
 EG0304  ___________________________________________________________________
 EG0304* NAD 83(1986)-  34 14 03.     (N)    088 15 31.     (W)     SCALED    
 EG0304* NAVD 88     -       107.940  (meters)     354.13   (feet)  ADJUSTED  
 EG0304  ___________________________________________________________________
 EG0304  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0304  DYNAMIC HT  -         107.831 (meters)     353.78  (feet)  COMP
 EG0304  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 EG0304
 EG0304  VERT ORDER  -  SECOND    CLASS 0
 EG0304
 EG0304.The horizontal coordinates were scaled from a topographic map and have
 EG0304.an estimated accuracy of +/- 6 seconds.
 EG0304
 EG0304.The orthometric height was determined by differential leveling
 EG0304.and adjusted in June 1991.
 EG0304
 EG0304.The geoid height was determined by GEOID03.
 EG0304
 EG0304.The dynamic height is computed by dividing the NAVD 88
 EG0304.geopotential number by the normal gravity value computed on the
 EG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0304.degrees latitude (g = 980.6199 gals.).
 EG0304
 EG0304.The modeled gravity was interpolated from observed gravity values.
 EG0304
 EG0304;                    North         East    Units  Estimated Accuracy
 EG0304;SPC MS E     -   525,070.      352,950.      MT  (+/- 180 meters Scaled)
 EG0304
 EG0304                          SUPERSEDED SURVEY CONTROL
 EG0304
 EG0304  NGVD 29 (??/??/92)  107.875  (m)          353.92   (f) ADJ UNCH    2 0
 EG0304
 EG0304.Superseded values are not recommended for survey control.
 EG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0304.See file dsdata.txt to determine how the superseded data were derived.
 EG0304
 EG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC840888(NAD 83)
 EG0304_MARKER: DD = SURVEY DISK
 EG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0304_STAMPING: 78V-5 1965
 EG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0304+STABILITY: SURFACE MOTION
 EG0304
 EG0304  HISTORY     - Date     Condition        Report By
 EG0304  HISTORY     - 1965     MONUMENTED       MSHD
 EG0304  HISTORY     - 1972     GOOD             NGS
 EG0304  HISTORY     - 1978     GOOD             MSHD
 EG0304
 EG0304                          STATION DESCRIPTION
 EG0304
 EG0304'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0304'IN TREMONT.
 EG0304'THE MARK IS LOCATED IN THE VILLAGE OF TREMONT, 36 FEET SOUTH OF THE
 EG0304'CENTERLINE OF THE U. S. HIGHWAY 78.  THE MARK IS A DISK SET IN THE TOP
 EG0304'OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED IN THE VILLAGE OF
 EG0304'TREMONT, APPROXIMATELY 300 FEET SOUTHWEST OF THE U. S. POST OFFICE, 36
 EG0304'FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 78, 31 FEET EAST OF THE
 EG0304'CENTER OF STATE ROUTE 23, 3.5 FEET EAST OF A POWERLINE POLE WITH
 EG0304'METER, 1.5 FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 EG0304'OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0304
 EG0304                          STATION RECOVERY (1972)
 EG0304
 EG0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EG0304'RECOVERED IN GOOD CONDITION.
 EG0304
 EG0304                          STATION RECOVERY (1978)
 EG0304
 EG0304'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0304'THE MARK IS LOCATED 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 23
 EG0304'AND U.S. HIGHWAY 78 IN TREMONT IN THE SOUTHEAST ANGLE OF THE
 EG0304'INTERSECTION OF THE OLD HIGHWAY, 0.25 MILE WEST OF THE JUNCTION OF
 EG0304'STATE HIGHWAY 23 LEADING SOUTH IN THE NORTHWEST 1/4 OF SECTION 9, T
 EG0304'10S, R 10E. IT IS 70.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 EG0304'THE FOUNDATION OF A BUILDING UNDER CONSTRUCTION OF THE GROUNDS OF THE
 EG0304'BIGBEE METAL COMPANY, 36.5 FEET SOUTH OF THE CENTER OF HIGHWAY 78, 29
 EG0304'FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 7.5 FEET EAST OF A
 EG0304'TELEPHONE CABLE POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE
 EG0304'TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE
 EG0304'HIGHWAY AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0611 ***********************************************************************
 EG0611  DESIGNATION -  78 V 50
 EG0611  PID         -  EG0611
 EG0611  STATE/COUNTY-  MS/UNION
 EG0611  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0611
 EG0611                         *CURRENT SURVEY CONTROL
 EG0611  ___________________________________________________________________
 EG0611* NAD 83(1986)-  34 23 45.     (N)    088 53 50.     (W)     SCALED    
 EG0611* NAVD 88     -       137.470  (meters)     451.02   (feet)  ADJUSTED  
 EG0611  ___________________________________________________________________
 EG0611  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG0611  DYNAMIC HT  -         137.335 (meters)     450.57  (feet)  COMP
 EG0611  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EG0611
 EG0611  VERT ORDER  -  SECOND    CLASS 0
 EG0611
 EG0611.The horizontal coordinates were scaled from a topographic map and have
 EG0611.an estimated accuracy of +/- 6 seconds.
 EG0611
 EG0611.The orthometric height was determined by differential leveling
 EG0611.and adjusted in June 1991.
 EG0611
 EG0611.The geoid height was determined by GEOID03.
 EG0611
 EG0611.The dynamic height is computed by dividing the NAVD 88
 EG0611.geopotential number by the normal gravity value computed on the
 EG0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0611.degrees latitude (g = 980.6199 gals.).
 EG0611
 EG0611.The modeled gravity was interpolated from observed gravity values.
 EG0611
 EG0611;                    North         East    Units  Estimated Accuracy
 EG0611;SPC MS E     -   542,860.      294,130.      MT  (+/- 180 meters Scaled)
 EG0611
 EG0611                          SUPERSEDED SURVEY CONTROL
 EG0611
 EG0611  NGVD 29 (??/??/92)  137.431  (m)          450.89   (f) ADJ UNCH    2 0
 EG0611
 EG0611.Superseded values are not recommended for survey control.
 EG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0611.See file dsdata.txt to determine how the superseded data were derived.
 EG0611
 EG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD256076(NAD 83)
 EG0611_MARKER: DD = SURVEY DISK
 EG0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0611_STAMPING: 78V-50 1965
 EG0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0611+STABILITY: SURFACE MOTION
 EG0611
 EG0611  HISTORY     - Date     Condition        Report By
 EG0611  HISTORY     - 1965     MONUMENTED       MSHD
 EG0611  HISTORY     - 1979     GOOD             MSHD
 EG0611
 EG0611                          STATION DESCRIPTION
 EG0611
 EG0611'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0611'9.25 MI SE FROM NEW ALBANY.
 EG0611'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0611'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 8.45 MILES TO A CROSSROAD,
 EG0611'CONTINUE ON HIGHWAY 78 FOR 0.8 MILE TO THE MARK ON THE RIGHT AND A
 EG0611'DIRT ROAD LEADING NORTH.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0611'12-INCH ROUND, CONCRETE POST.  IT IS 51 FEET SOUTHWEST OF THE
 EG0611'CENTERLINE OF THE HIGHWAY WITH A SIDE ROAD LEADING NORTH, 20 FEET
 EG0611'SOUTHEAST OF A DIM TRACK ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 EG0611'POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0611
 EG0611                          STATION RECOVERY (1979)
 EG0611
 EG0611'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0611'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0611'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0611'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0611'RIGHT SE AND GO 6.15 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0612 ***********************************************************************
 EG0612  DESIGNATION -  78 V 51
 EG0612  PID         -  EG0612
 EG0612  STATE/COUNTY-  MS/UNION
 EG0612  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0612
 EG0612                         *CURRENT SURVEY CONTROL
 EG0612  ___________________________________________________________________
 EG0612* NAD 83(1986)-  34 24 13.     (N)    088 54 28.     (W)     SCALED    
 EG0612* NAVD 88     -       154.387  (meters)     506.52   (feet)  ADJUSTED  
 EG0612  ___________________________________________________________________
 EG0612  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EG0612  DYNAMIC HT  -         154.235 (meters)     506.02  (feet)  COMP
 EG0612  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 EG0612
 EG0612  VERT ORDER  -  SECOND    CLASS 0
 EG0612
 EG0612.The horizontal coordinates were scaled from a topographic map and have
 EG0612.an estimated accuracy of +/- 6 seconds.
 EG0612
 EG0612.The orthometric height was determined by differential leveling
 EG0612.and adjusted in June 1991.
 EG0612
 EG0612.The geoid height was determined by GEOID03.
 EG0612
 EG0612.The dynamic height is computed by dividing the NAVD 88
 EG0612.geopotential number by the normal gravity value computed on the
 EG0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0612.degrees latitude (g = 980.6199 gals.).
 EG0612
 EG0612.The modeled gravity was interpolated from observed gravity values.
 EG0612
 EG0612;                    North         East    Units  Estimated Accuracy
 EG0612;SPC MS E     -   543,720.      293,160.      MT  (+/- 180 meters Scaled)
 EG0612
 EG0612                          SUPERSEDED SURVEY CONTROL
 EG0612
 EG0612  NGVD 29 (??/??/92)  154.347  (m)          506.39   (f) ADJ UNCH    2 0
 EG0612
 EG0612.Superseded values are not recommended for survey control.
 EG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0612.See file dsdata.txt to determine how the superseded data were derived.
 EG0612
 EG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD246085(NAD 83)
 EG0612_MARKER: DD = SURVEY DISK
 EG0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0612_STAMPING: 78V-51 1965
 EG0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0612+STABILITY: SURFACE MOTION
 EG0612
 EG0612  HISTORY     - Date     Condition        Report By
 EG0612  HISTORY     - 1965     MONUMENTED       MSHD
 EG0612  HISTORY     - 1979     GOOD             MSHD
 EG0612
 EG0612                          STATION DESCRIPTION
 EG0612
 EG0612'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0612'8.45 MI SE FROM NEW ALBANY.
 EG0612'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0612'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 8.45 MILES TO A CROSSROAD AND
 EG0612'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0612'ROUND, CONCRETE POST.  IT IS SET IN THE SOUTHWEST ANGLE OF A
 EG0612'CROSSROAD, 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 60 FEET
 EG0612'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 7 FEET NORTHWEST OF A
 EG0612'30-INCH OAK TREE, 2 FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT
 EG0612'LEVEL WITH THE HIGHWAY.
 EG0612
 EG0612                          STATION RECOVERY (1979)
 EG0612
 EG0612'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0612'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0612'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0612'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0612'RIGHT SE AND GO 5.4 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 EG0612'IT IS IN THE SE ANGLE OF A CROSSROAD, 47 FEET S CENTERLINE OF HWY, 7
 EG0612'FEET NW OF A 30 INCH OAK TREE 34 FEET WNW OF TELEPHONE POLE AND
 EG0612'UNDERGROUND CABLE CONNECTOR BOX AND IN FRONT OF A SMALL FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0613 ***********************************************************************
 EG0613  DESIGNATION -  78 V 52
 EG0613  PID         -  EG0613
 EG0613  STATE/COUNTY-  MS/UNION
 EG0613  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0613
 EG0613                         *CURRENT SURVEY CONTROL
 EG0613  ___________________________________________________________________
 EG0613* NAD 83(1986)-  34 24 50.     (N)    088 55 22.     (W)     SCALED    
 EG0613* NAVD 88     -       125.800  (meters)     412.73   (feet)  ADJUSTED  
 EG0613  ___________________________________________________________________
 EG0613  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG0613  DYNAMIC HT  -         125.676 (meters)     412.32  (feet)  COMP
 EG0613  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 EG0613
 EG0613  VERT ORDER  -  SECOND    CLASS 0
 EG0613
 EG0613.The horizontal coordinates were scaled from a topographic map and have
 EG0613.an estimated accuracy of +/- 6 seconds.
 EG0613
 EG0613.The orthometric height was determined by differential leveling
 EG0613.and adjusted in June 1991.
 EG0613
 EG0613.The geoid height was determined by GEOID03.
 EG0613
 EG0613.The dynamic height is computed by dividing the NAVD 88
 EG0613.geopotential number by the normal gravity value computed on the
 EG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0613.degrees latitude (g = 980.6199 gals.).
 EG0613
 EG0613.The modeled gravity was interpolated from observed gravity values.
 EG0613
 EG0613;                    North         East    Units  Estimated Accuracy
 EG0613;SPC MS E     -   544,860.      291,780.      MT  (+/- 180 meters Scaled)
 EG0613
 EG0613                          SUPERSEDED SURVEY CONTROL
 EG0613
 EG0613  NGVD 29 (??/??/92)  125.762  (m)          412.60   (f) ADJ UNCH    2 0
 EG0613
 EG0613.Superseded values are not recommended for survey control.
 EG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0613.See file dsdata.txt to determine how the superseded data were derived.
 EG0613
 EG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD232097(NAD 83)
 EG0613_MARKER: DD = SURVEY DISK
 EG0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0613_SP_SET: ABUTMENT
 EG0613_STAMPING: 78V-52 1965
 EG0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0613
 EG0613  HISTORY     - Date     Condition        Report By
 EG0613  HISTORY     - 1965     MONUMENTED       MSHD
 EG0613  HISTORY     - 1979     GOOD             MSHD
 EG0613
 EG0613                          STATION DESCRIPTION
 EG0613
 EG0613'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0613'7.40 MI SE FROM NEW ALBANY.
 EG0613'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0613'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 4.85 MILES TO A CROSSROAD.
 EG0613'CONTINUE ON THE HIGHWAY FOR 2.55 MILES TO A BRIDGE AND THE MARK ON THE
 EG0613'LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0613'NORTHWEST END OF A BRIDGE ABUTMENT, 15 FEET NORTH OF THE CENTERLINE OF
 EG0613'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0613
 EG0613                          STATION RECOVERY (1979)
 EG0613
 EG0613'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0613'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0613'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0613'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0613'RIGHT SE AND GO 4.45 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 EG0613'LEFT. IT IS 15.0 FEET NE CENTER OF HWY IN THE NE END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0614 ***********************************************************************
 EG0614  DESIGNATION -  78 V 53
 EG0614  PID         -  EG0614
 EG0614  STATE/COUNTY-  MS/UNION
 EG0614  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0614
 EG0614                         *CURRENT SURVEY CONTROL
 EG0614  ___________________________________________________________________
 EG0614* NAD 83(1986)-  34 25 10.     (N)    088 55 58.     (W)     SCALED    
 EG0614* NAVD 88     -       124.802  (meters)     409.45   (feet)  ADJUSTED  
 EG0614  ___________________________________________________________________
 EG0614  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EG0614  DYNAMIC HT  -         124.680 (meters)     409.05  (feet)  COMP
 EG0614  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 EG0614
 EG0614  VERT ORDER  -  SECOND    CLASS 0
 EG0614
 EG0614.The horizontal coordinates were scaled from a topographic map and have
 EG0614.an estimated accuracy of +/- 6 seconds.
 EG0614
 EG0614.The orthometric height was determined by differential leveling
 EG0614.and adjusted in June 1991.
 EG0614
 EG0614.The geoid height was determined by GEOID03.
 EG0614
 EG0614.The dynamic height is computed by dividing the NAVD 88
 EG0614.geopotential number by the normal gravity value computed on the
 EG0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0614.degrees latitude (g = 980.6199 gals.).
 EG0614
 EG0614.The modeled gravity was interpolated from observed gravity values.
 EG0614
 EG0614;                    North         East    Units  Estimated Accuracy
 EG0614;SPC MS E     -   545,480.      290,860.      MT  (+/- 180 meters Scaled)
 EG0614
 EG0614                          SUPERSEDED SURVEY CONTROL
 EG0614
 EG0614  NGVD 29 (??/??/92)  124.764  (m)          409.33   (f) ADJ UNCH    2 0
 EG0614
 EG0614.Superseded values are not recommended for survey control.
 EG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0614.See file dsdata.txt to determine how the superseded data were derived.
 EG0614
 EG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD223103(NAD 83)
 EG0614_MARKER: DD = SURVEY DISK
 EG0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0614_SP_SET: BRIDGE
 EG0614_STAMPING: 78V-53 1965
 EG0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0614
 EG0614  HISTORY     - Date     Condition        Report By
 EG0614  HISTORY     - 1965     MONUMENTED       MSHD
 EG0614  HISTORY     - 1979     GOOD             MSHD
 EG0614
 EG0614                          STATION DESCRIPTION
 EG0614
 EG0614'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0614'6.70 MI SE FROM NEW ALBANY.
 EG0614'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0614'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 4.85 MILES TO A CROSSROAD,
 EG0614'CONTINUE ON HIGHWAYY FOR 1.85 MILES TO A BRIDGE AND THE MARK ON THE
 EG0614'LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTH
 EG0614'END OF THE EAST ABUTMENT OF A BRIDGE, 15 FEET NORTH OF THE CENTERLINE
 EG0614'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0614
 EG0614                          STATION RECOVERY (1979)
 EG0614
 EG0614'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0614'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0614'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0614'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0614'RIGHT SE AND GO 3.7 MILES TO THE BRIDGE AND THE MARK ON THE LEFT. THE
 EG0614'MARK IS IN A DRILL HOLE IN THE NE BRIDGE ABUTMENT, 15 FEET N CENTER
 EG0614'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0615 ***********************************************************************
 EG0615  DESIGNATION -  78 V 54
 EG0615  PID         -  EG0615
 EG0615  STATE/COUNTY-  MS/UNION
 EG0615  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0615
 EG0615                         *CURRENT SURVEY CONTROL
 EG0615  ___________________________________________________________________
 EG0615* NAD 83(1986)-  34 25 34.     (N)    088 56 48.     (W)     SCALED    
 EG0615* NAVD 88     -       141.488  (meters)     464.20   (feet)  ADJUSTED  
 EG0615  ___________________________________________________________________
 EG0615  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EG0615  DYNAMIC HT  -         141.349 (meters)     463.74  (feet)  COMP
 EG0615  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 EG0615
 EG0615  VERT ORDER  -  SECOND    CLASS 0
 EG0615
 EG0615.The horizontal coordinates were scaled from a topographic map and have
 EG0615.an estimated accuracy of +/- 6 seconds.
 EG0615
 EG0615.The orthometric height was determined by differential leveling
 EG0615.and adjusted in June 1991.
 EG0615
 EG0615.The geoid height was determined by GEOID03.
 EG0615
 EG0615.The dynamic height is computed by dividing the NAVD 88
 EG0615.geopotential number by the normal gravity value computed on the
 EG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0615.degrees latitude (g = 980.6199 gals.).
 EG0615
 EG0615.The modeled gravity was interpolated from observed gravity values.
 EG0615
 EG0615;                    North         East    Units  Estimated Accuracy
 EG0615;SPC MS E     -   546,220.      289,580.      MT  (+/- 180 meters Scaled)
 EG0615
 EG0615                          SUPERSEDED SURVEY CONTROL
 EG0615
 EG0615  NGVD 29 (??/??/92)  141.447  (m)          464.06   (f) ADJ UNCH    2 0
 EG0615
 EG0615.Superseded values are not recommended for survey control.
 EG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0615.See file dsdata.txt to determine how the superseded data were derived.
 EG0615
 EG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD211111(NAD 83)
 EG0615_MARKER: DD = SURVEY DISK
 EG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0615_STAMPING: 78V-54 1965
 EG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0615+STABILITY: SURFACE MOTION
 EG0615
 EG0615  HISTORY     - Date     Condition        Report By
 EG0615  HISTORY     - 1965     MONUMENTED       MSHD
 EG0615  HISTORY     - 1979     GOOD             MSHD
 EG0615
 EG0615                          STATION DESCRIPTION
 EG0615
 EG0615'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0615'5.70 MI SE FROM NEW ALBANY.
 EG0615'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0615'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 4.85 MILES TO A CROSSROAD,
 EG0615'CONTINUE ON THE HIGHWAY FOR 0.95 MILE TO -THE MARK ON THE RIGHT.  THE
 EG0615'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT
 EG0615'IS 53 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET
 EG0615'NORTHWEST OF A 10-INCH PINE TREE, 3 FEET SOUTHEAST OF AN 8-INCH PINE
 EG0615'TREE, 1.5 FEET NORTH OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 EG0615'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 EG0615
 EG0615                          STATION RECOVERY (1979)
 EG0615
 EG0615'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0615'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0615'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30W, CONTINUE
 EG0615'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0615'RIGHT SE AND GO 2.7 MILES TO THE MARK ON THE RIGHT 0.1 MILE N OF ROAD
 EG0615'TO OLD CEMETERY. IT IS 53 FEET SW CENTER OF HWY, 10 FEET NW OF 15
 EG0615'INCH PINE TREE, 3 FT SE OF 13 INCH PINE TREE 1.5 N OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0616 ***********************************************************************
 EG0616  DESIGNATION -  78 V 55
 EG0616  PID         -  EG0616
 EG0616  STATE/COUNTY-  MS/UNION
 EG0616  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0616
 EG0616                         *CURRENT SURVEY CONTROL
 EG0616  ___________________________________________________________________
 EG0616* NAD 83(1986)-  34 26 10.     (N)    088 57 21.     (W)     SCALED    
 EG0616* NAVD 88     -       161.179  (meters)     528.80   (feet)  ADJUSTED  
 EG0616  ___________________________________________________________________
 EG0616  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EG0616  DYNAMIC HT  -         161.021 (meters)     528.28  (feet)  COMP
 EG0616  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 EG0616
 EG0616  VERT ORDER  -  SECOND    CLASS 0
 EG0616
 EG0616.The horizontal coordinates were scaled from a topographic map and have
 EG0616.an estimated accuracy of +/- 6 seconds.
 EG0616
 EG0616.The orthometric height was determined by differential leveling
 EG0616.and adjusted in June 1991.
 EG0616
 EG0616.The geoid height was determined by GEOID03.
 EG0616
 EG0616.The dynamic height is computed by dividing the NAVD 88
 EG0616.geopotential number by the normal gravity value computed on the
 EG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0616.degrees latitude (g = 980.6199 gals.).
 EG0616
 EG0616.The modeled gravity was interpolated from observed gravity values.
 EG0616
 EG0616;                    North         East    Units  Estimated Accuracy
 EG0616;SPC MS E     -   547,330.      288,740.      MT  (+/- 180 meters Scaled)
 EG0616
 EG0616                          SUPERSEDED SURVEY CONTROL
 EG0616
 EG0616  NGVD 29 (??/??/92)  161.139  (m)          528.67   (f) ADJ UNCH    2 0
 EG0616
 EG0616.Superseded values are not recommended for survey control.
 EG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0616.See file dsdata.txt to determine how the superseded data were derived.
 EG0616
 EG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD202122(NAD 83)
 EG0616_MARKER: DD = SURVEY DISK
 EG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0616_STAMPING: 78V-55 1965
 EG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0616+STABILITY: SURFACE MOTION
 EG0616
 EG0616  HISTORY     - Date     Condition        Report By
 EG0616  HISTORY     - 1965     MONUMENTED       MSHD
 EG0616  HISTORY     - 1979     GOOD             MSHD
 EG0616
 EG0616                          STATION DESCRIPTION
 EG0616
 EG0616'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0616'4.90 MI SE FROM NEW ALBANY.
 EG0616'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0616'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 4.9 MILES TO THE MARK ON THE
 EG0616'LEFT, THE MARK IS 0.05 MILE SOUTH OF A GRAVEL CROSSROAD.  THE MARK IS
 EG0616'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 50
 EG0616'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 53 FEET SOUTHEAST OF A
 EG0616'POWERLINE POLE, 9 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 27 FEET
 EG0616'NORTH OF THE NORTHWEST END OF AN 18-INCH PIPE UNDER A RAMP, 3 FEET
 EG0616'NORTHWEST OF A CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE, 1.5 FEET
 EG0616'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 EG0616'FLUSH WITH THE GROUND.
 EG0616
 EG0616                          STATION RECOVERY (1979)
 EG0616
 EG0616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0616'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0616'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0616'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0616'RIGHT SE AND GO 2.0 MILES TO THE MARK ON THE LEFT ABOUT 100 YARDS S
 EG0616'OF A GRAVEL CROSSROAD. IT IS 50 FEET NE CENTER OF HWY 27 FEET N OF NW
 EG0616'END OF AN 18 INCH PIPE UNDER DRIVEWAY RAMP 104.5 NE AND ACROSS THE
 EG0616'ROAD FROM A POWER LINE POLE 20 FEET N OF UNDERGROUND TELEPHONE CABLE
 EG0616'CONNECTOR BOX AND A NEW HOUSE WILL BE BUILT SOON NE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0617 ***********************************************************************
 EG0617  DESIGNATION -  78 V 56
 EG0617  PID         -  EG0617
 EG0617  STATE/COUNTY-  MS/UNION
 EG0617  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0617
 EG0617                         *CURRENT SURVEY CONTROL
 EG0617  ___________________________________________________________________
 EG0617* NAD 83(1986)-  34 26 46.     (N)    088 57 58.     (W)     SCALED    
 EG0617* NAVD 88     -       147.006  (meters)     482.30   (feet)  ADJUSTED  
 EG0617  ___________________________________________________________________
 EG0617  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EG0617  DYNAMIC HT  -         146.862 (meters)     481.83  (feet)  COMP
 EG0617  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 EG0617
 EG0617  VERT ORDER  -  SECOND    CLASS 0
 EG0617
 EG0617.The horizontal coordinates were scaled from a topographic map and have
 EG0617.an estimated accuracy of +/- 6 seconds.
 EG0617
 EG0617.The orthometric height was determined by differential leveling
 EG0617.and adjusted in June 1991.
 EG0617
 EG0617.The geoid height was determined by GEOID03.
 EG0617
 EG0617.The dynamic height is computed by dividing the NAVD 88
 EG0617.geopotential number by the normal gravity value computed on the
 EG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0617.degrees latitude (g = 980.6199 gals.).
 EG0617
 EG0617.The modeled gravity was interpolated from observed gravity values.
 EG0617
 EG0617;                    North         East    Units  Estimated Accuracy
 EG0617;SPC MS E     -   548,440.      287,800.      MT  (+/- 180 meters Scaled)
 EG0617
 EG0617                          SUPERSEDED SURVEY CONTROL
 EG0617
 EG0617  NGVD 29 (??/??/92)  146.965  (m)          482.17   (f) ADJ UNCH    2 0
 EG0617
 EG0617.Superseded values are not recommended for survey control.
 EG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0617.See file dsdata.txt to determine how the superseded data were derived.
 EG0617
 EG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD193133(NAD 83)
 EG0617_MARKER: DD = SURVEY DISK
 EG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0617_STAMPING: 78V-56 1965
 EG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0617+STABILITY: SURFACE MOTION
 EG0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0617+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0617
 EG0617  HISTORY     - Date     Condition        Report By
 EG0617  HISTORY     - 1965     MONUMENTED       MSHD
 EG0617  HISTORY     - 1979     GOOD             MSHD
 EG0617  HISTORY     - 20020501 GOOD             USACE
 EG0617
 EG0617                          STATION DESCRIPTION
 EG0617
 EG0617'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0617'4.0 MI SE FROM NEW ALBANY.
 EG0617'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0617'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 4.0 MILES TO THE MARK ON THE
 EG0617'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0617'POST.  IT IS 68 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 EG0617'NORTHWEST OF THE CENTER OF A DRIVEWAY, 48 FEET NORTH OF A CONCRETE
 EG0617'HEADWALL ON A 24-INCH CONCRETE PIPE UNDER THE HIGHWAY, 1.0 FOOT
 EG0617'NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 1 FOOT SOUTHEAST OF
 EG0617'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE
 EG0617'GROUND.
 EG0617
 EG0617                          STATION RECOVERY (1979)
 EG0617
 EG0617'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0617'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0617'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0617'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0617'RIGHT SE AND GO 1.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 EG0617
 EG0617                          STATION RECOVERY (2002)
 EG0617
 EG0617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0618 ***********************************************************************
 EG0618  DESIGNATION -  78 V 57
 EG0618  PID         -  EG0618
 EG0618  STATE/COUNTY-  MS/UNION
 EG0618  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0618
 EG0618                         *CURRENT SURVEY CONTROL
 EG0618  ___________________________________________________________________
 EG0618* NAD 83(1986)-  34 27 10.     (N)    088 58 26.     (W)     SCALED    
 EG0618* NAVD 88     -       154.814  (meters)     507.92   (feet)  ADJUSTED  
 EG0618  ___________________________________________________________________
 EG0618  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EG0618  DYNAMIC HT  -         154.663 (meters)     507.42  (feet)  COMP
 EG0618  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EG0618
 EG0618  VERT ORDER  -  SECOND    CLASS 0
 EG0618
 EG0618.The horizontal coordinates were scaled from a topographic map and have
 EG0618.an estimated accuracy of +/- 6 seconds.
 EG0618
 EG0618.The orthometric height was determined by differential leveling
 EG0618.and adjusted in June 1991.
 EG0618
 EG0618.The geoid height was determined by GEOID03.
 EG0618
 EG0618.The dynamic height is computed by dividing the NAVD 88
 EG0618.geopotential number by the normal gravity value computed on the
 EG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0618.degrees latitude (g = 980.6199 gals.).
 EG0618
 EG0618.The modeled gravity was interpolated from observed gravity values.
 EG0618
 EG0618;                    North         East    Units  Estimated Accuracy
 EG0618;SPC MS E     -   549,180.      287,090.      MT  (+/- 180 meters Scaled)
 EG0618
 EG0618                          SUPERSEDED SURVEY CONTROL
 EG0618
 EG0618  NGVD 29 (??/??/92)  154.774  (m)          507.79   (f) ADJ UNCH    2 0
 EG0618
 EG0618.Superseded values are not recommended for survey control.
 EG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0618.See file dsdata.txt to determine how the superseded data were derived.
 EG0618
 EG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD186141(NAD 83)
 EG0618_MARKER: DD = SURVEY DISK
 EG0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0618_STAMPING: 78V-57 1965
 EG0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0618+STABILITY: SURFACE MOTION
 EG0618
 EG0618  HISTORY     - Date     Condition        Report By
 EG0618  HISTORY     - 1965     MONUMENTED       MSHD
 EG0618  HISTORY     - 1979     GOOD             MSHD
 EG0618
 EG0618                          STATION DESCRIPTION
 EG0618
 EG0618'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0618'3.40 MI SE FROM NEW ALBANY.
 EG0618'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0618'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 3.4 MILES TO THE MARK ON THE
 EG0618'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 EG0618'POST.  IT IS 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 EG0618'NORTHWEST OF A 30-INCH PINE TREE, 47 FEET NORTHWEST OF A POWERLINE
 EG0618'POLE, 39 FEET SOUTH OF A 6-INCH CEDAR TREE, 1.5 FEET SOUTHEAST OF A
 EG0618'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE
 EG0618'GROUND.
 EG0618
 EG0618                          STATION RECOVERY (1979)
 EG0618
 EG0618'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0618'TO REACH FROM THE COUNTY COURTHOUSE IN NEW ALBANY, GO SE ON OLD HWY
 EG0618'78 FOR 0.9 MILE TO JUNCTION OF HWY 15 S AND HWY 30 W, CONTINUE
 EG0618'STRAIGHT ON OLD HWY 78 FOR 1.95 MILES TO PRESENT US HWY 78, TURN
 EG0618'RIGHT SE AND GO 0.45 MILE TO THE MARK ON THE LEFT. IT IS 45 FEET NE
 EG0618'CENTER OF HWY 78/ 47 FEET NW OF POWER LINE POLE 39 FT SOUTH OF A 6
 EG0618'INCH CEDAR STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0621 ***********************************************************************
 EG0621  DESIGNATION -  78 V 58
 EG0621  PID         -  EG0621
 EG0621  STATE/COUNTY-  MS/UNION
 EG0621  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0621
 EG0621                         *CURRENT SURVEY CONTROL
 EG0621  ___________________________________________________________________
 EG0621* NAD 83(1986)-  34 27 50.     (N)    088 58 52.     (W)     SCALED    
 EG0621* NAVD 88     -       141.962  (meters)     465.75   (feet)  ADJUSTED  
 EG0621  ___________________________________________________________________
 EG0621  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG0621  DYNAMIC HT  -         141.824 (meters)     465.30  (feet)  COMP
 EG0621  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 EG0621
 EG0621  VERT ORDER  -  SECOND    CLASS 0
 EG0621
 EG0621.The horizontal coordinates were scaled from a topographic map and have
 EG0621.an estimated accuracy of +/- 6 seconds.
 EG0621
 EG0621.The orthometric height was determined by differential leveling
 EG0621.and adjusted in June 1991.
 EG0621
 EG0621.The geoid height was determined by GEOID03.
 EG0621
 EG0621.The dynamic height is computed by dividing the NAVD 88
 EG0621.geopotential number by the normal gravity value computed on the
 EG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0621.degrees latitude (g = 980.6199 gals.).
 EG0621
 EG0621.The modeled gravity was interpolated from observed gravity values.
 EG0621
 EG0621;                    North         East    Units  Estimated Accuracy
 EG0621;SPC MS E     -   550,410.      286,420.      MT  (+/- 180 meters Scaled)
 EG0621
 EG0621                          SUPERSEDED SURVEY CONTROL
 EG0621
 EG0621  NGVD 29 (??/??/92)  141.924  (m)          465.63   (f) ADJ UNCH    2 0
 EG0621
 EG0621.Superseded values are not recommended for survey control.
 EG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0621.See file dsdata.txt to determine how the superseded data were derived.
 EG0621
 EG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD180153(NAD 83)
 EG0621_MARKER: DD = SURVEY DISK
 EG0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0621_SP_SET: SIDEWALK
 EG0621_STAMPING: 78V-58 1965
 EG0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0621+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0621
 EG0621  HISTORY     - Date     Condition        Report By
 EG0621  HISTORY     - 1965     MONUMENTED       MSHD
 EG0621  HISTORY     - 1979     GOOD             MSHD
 EG0621  HISTORY     - 20020501 GOOD             USACE
 EG0621
 EG0621                          STATION DESCRIPTION
 EG0621
 EG0621'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0621'2.8 MI SE FROM NEW ALBANY.
 EG0621'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0621'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 2.8 MILES TO THE MISSISSIPPI
 EG0621'STATE HIGHWAY DEPARTMENT OFFICE BUILDING ON THE LEFT AND THE MARK AS
 EG0621'DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0621'WEST END OF THE SIDEWALK AT THE MISSISSIPPI STATE HIGHWAY DEPARTMENT
 EG0621'PROJECT OFFICE AT NEW ALBANY, 7 FEET NORTH OF THE CENTER OF THE FRONT
 EG0621'DOOR TO THE OFFICE, 7 FEET SOUTHWEST OF THE SOUTHWEST WALL AND ABOUT
 EG0621'LEVEL WITH THE GROUND.
 EG0621
 EG0621                          STATION RECOVERY (1979)
 EG0621
 EG0621'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0621'RECOVERED IN GOOD CONDITION.
 EG0621
 EG0621                          STATION RECOVERY (2002)
 EG0621
 EG0621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0625 ***********************************************************************
 EG0625  DESIGNATION -  78 V 59
 EG0625  PID         -  EG0625
 EG0625  STATE/COUNTY-  MS/UNION
 EG0625  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0625
 EG0625                         *CURRENT SURVEY CONTROL
 EG0625  ___________________________________________________________________
 EG0625* NAD 83(1986)-  34 28 12.     (N)    088 59 26.     (W)     SCALED    
 EG0625* NAVD 88     -       115.120  (meters)     377.69   (feet)  ADJUSTED  
 EG0625  ___________________________________________________________________
 EG0625  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EG0625  DYNAMIC HT  -         115.008 (meters)     377.32  (feet)  COMP
 EG0625  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EG0625
 EG0625  VERT ORDER  -  SECOND    CLASS 0
 EG0625
 EG0625.The horizontal coordinates were scaled from a topographic map and have
 EG0625.an estimated accuracy of +/- 6 seconds.
 EG0625
 EG0625.The orthometric height was determined by differential leveling
 EG0625.and adjusted in June 1991.
 EG0625
 EG0625.The geoid height was determined by GEOID03.
 EG0625
 EG0625.The dynamic height is computed by dividing the NAVD 88
 EG0625.geopotential number by the normal gravity value computed on the
 EG0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0625.degrees latitude (g = 980.6199 gals.).
 EG0625
 EG0625.The modeled gravity was interpolated from observed gravity values.
 EG0625
 EG0625;                    North         East    Units  Estimated Accuracy
 EG0625;SPC MS E     -   551,090.      285,560.      MT  (+/- 180 meters Scaled)
 EG0625
 EG0625                          SUPERSEDED SURVEY CONTROL
 EG0625
 EG0625  NGVD 29 (??/??/92)  115.082  (m)          377.56   (f) ADJ UNCH    2 0
 EG0625
 EG0625.Superseded values are not recommended for survey control.
 EG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0625.See file dsdata.txt to determine how the superseded data were derived.
 EG0625
 EG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD171160(NAD 83)
 EG0625_MARKER: DD = SURVEY DISK
 EG0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0625_SP_SET: BRIDGE
 EG0625_STAMPING: 78V-59 1965
 EG0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0625+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0625
 EG0625  HISTORY     - Date     Condition        Report By
 EG0625  HISTORY     - 1965     MONUMENTED       MSHD
 EG0625  HISTORY     - 1979     GOOD             MSHD
 EG0625  HISTORY     - 20020501 GOOD             USACE
 EG0625
 EG0625                          STATION DESCRIPTION
 EG0625
 EG0625'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0625'1.85 MI E FROM NEW ALBANY.
 EG0625'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0625'EAST ON U. S. HIGHWAY 78 FOR 1.85 MILES TO A CONCRETE BRIDGE AND THE
 EG0625'MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 EG0625'IN THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE, 15 FEET NORTH OF
 EG0625'THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0625
 EG0625                          STATION RECOVERY (1979)
 EG0625
 EG0625'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0625'RECOVERED IN GOOD CONDITION.
 EG0625
 EG0625                          STATION RECOVERY (2002)
 EG0625
 EG0625'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0625'OLD HWY 78 IS NOW HWY 178
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0300 ***********************************************************************
 EG0300  DESIGNATION -  78 V 6
 EG0300  PID         -  EG0300
 EG0300  STATE/COUNTY-  MS/ITAWAMBA
 EG0300  USGS QUAD   -  TREMONT (1992)
 EG0300
 EG0300                         *CURRENT SURVEY CONTROL
 EG0300  ___________________________________________________________________
 EG0300* NAD 83(1986)-  34 14 29.     (N)    088 16 39.     (W)     SCALED    
 EG0300* NAVD 88     -       101.340  (meters)     332.48   (feet)  ADJUSTED  
 EG0300  ___________________________________________________________________
 EG0300  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0300  DYNAMIC HT  -         101.237 (meters)     332.14  (feet)  COMP
 EG0300  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 EG0300
 EG0300  VERT ORDER  -  SECOND    CLASS 0
 EG0300
 EG0300.The horizontal coordinates were scaled from a topographic map and have
 EG0300.an estimated accuracy of +/- 6 seconds.
 EG0300
 EG0300.The orthometric height was determined by differential leveling
 EG0300.and adjusted in June 1991.
 EG0300
 EG0300.The geoid height was determined by GEOID03.
 EG0300
 EG0300.The dynamic height is computed by dividing the NAVD 88
 EG0300.geopotential number by the normal gravity value computed on the
 EG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0300.degrees latitude (g = 980.6199 gals.).
 EG0300
 EG0300.The modeled gravity was interpolated from observed gravity values.
 EG0300
 EG0300;                    North         East    Units  Estimated Accuracy
 EG0300;SPC MS E     -   525,860.      351,200.      MT  (+/- 180 meters Scaled)
 EG0300
 EG0300                          SUPERSEDED SURVEY CONTROL
 EG0300
 EG0300  NGVD 29 (??/??/92)  101.280  (m)          332.28   (f) ADJ UNCH    2 0
 EG0300
 EG0300.Superseded values are not recommended for survey control.
 EG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0300.See file dsdata.txt to determine how the superseded data were derived.
 EG0300
 EG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC823896(NAD 83)
 EG0300_MARKER: DD = SURVEY DISK
 EG0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0300_SP_SET: ABUTMENT
 EG0300_STAMPING: 78V-6 1965
 EG0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0300
 EG0300  HISTORY     - Date     Condition        Report By
 EG0300  HISTORY     - 1965     MONUMENTED       MSHD
 EG0300  HISTORY     - 1978     GOOD             MSHD
 EG0300
 EG0300                          STATION DESCRIPTION
 EG0300
 EG0300'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0300'1.2 MI W FROM TREMONT.
 EG0300'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0300'GO WEST ON U. S. HIGHWAY 78 FOR 1.2 MILES TO A BRIDGE AND THE MARK ON
 EG0300'THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0300'NORTHWEST ABUTMENT OF A CONCRETE BRIDGE AND 15 FEET NORTH OF THE
 EG0300'CENTERLINE OF THE HIGHWAY, 66 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 EG0300'LEADING NORTH AND ABOUT LEVEL WITH THE HIGHWAY.
 EG0300
 EG0300                          STATION RECOVERY (1978)
 EG0300
 EG0300'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0300'THE MARK IS LOCATED 1 MILE EAST OF TREMONT IN A BRIDGE IN THE
 EG0300'NORTHEAST ANGLE OF THE JUNCTION OF A GRAVELED ROAD IN THE SOUTHWEST
 EG0300'1/4 OF THE NORTHWEST 1/4 OF SECTION 5, T 10S, R 10E. IT IS 104 FEET
 EG0300'SOUTHEAST OF TELEPHONE CABLE POLE NO. 24, 65 FEET EAST OF THE CENTER
 EG0300'OF A GRAVELED ROAD, 15.5 FEET NORTH OF THE CENTER OF HIGHWAY 78 SET
 EG0300'IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE
 EG0300'BRIDGE ON WOODEN PILES AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE
 EG0300'HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S.
 EG0300'HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO WEST ON U.S.
 EG0300'HIGHWAY 78 FOR 0.95 MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0626 ***********************************************************************
 EG0626  DESIGNATION -  78 V 60
 EG0626  PID         -  EG0626
 EG0626  STATE/COUNTY-  MS/UNION
 EG0626  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0626
 EG0626                         *CURRENT SURVEY CONTROL
 EG0626  ___________________________________________________________________
 EG0626* NAD 83(1986)-  34 28 04.     (N)    088 59 47.     (W)     SCALED    
 EG0626* NAVD 88     -       112.991  (meters)     370.70   (feet)  ADJUSTED  
 EG0626  ___________________________________________________________________
 EG0626  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EG0626  DYNAMIC HT  -         112.881 (meters)     370.34  (feet)  COMP
 EG0626  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EG0626
 EG0626  VERT ORDER  -  SECOND    CLASS 0
 EG0626
 EG0626.The horizontal coordinates were scaled from a topographic map and have
 EG0626.an estimated accuracy of +/- 6 seconds.
 EG0626
 EG0626.The orthometric height was determined by differential leveling
 EG0626.and adjusted in June 1991.
 EG0626
 EG0626.The geoid height was determined by GEOID03.
 EG0626
 EG0626.The dynamic height is computed by dividing the NAVD 88
 EG0626.geopotential number by the normal gravity value computed on the
 EG0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0626.degrees latitude (g = 980.6199 gals.).
 EG0626
 EG0626.The modeled gravity was interpolated from observed gravity values.
 EG0626
 EG0626;                    North         East    Units  Estimated Accuracy
 EG0626;SPC MS E     -   550,850.      285,020.      MT  (+/- 180 meters Scaled)
 EG0626
 EG0626                          SUPERSEDED SURVEY CONTROL
 EG0626
 EG0626  NGVD 29 (??/??/92)  112.954  (m)          370.58   (f) ADJ UNCH    2 0
 EG0626
 EG0626.Superseded values are not recommended for survey control.
 EG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0626.See file dsdata.txt to determine how the superseded data were derived.
 EG0626
 EG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD166158(NAD 83)
 EG0626_MARKER: DD = SURVEY DISK
 EG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0626_STAMPING: 78V-60 1965
 EG0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0626+STABILITY: SURFACE MOTION
 EG0626
 EG0626  HISTORY     - Date     Condition        Report By
 EG0626  HISTORY     - 1965     MONUMENTED       MSHD
 EG0626  HISTORY     - 1979     GOOD             MSHD
 EG0626
 EG0626                          STATION DESCRIPTION
 EG0626
 EG0626'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0626'2.05 MI SE FROM NEW ALBANY.
 EG0626'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0626'EAST-SOUTHEAST ON U. S. HIGHWAY 78 FOR 1.75 MILES TO A LARGE AUCTION
 EG0626'BARN ON THE RIGHT, TURN RIGHT, SOUTH PASSING TO THE RIGHT, NORTH OF
 EG0626'THE BARN AND ONTO A TRACK ROAD ACROSS AN OPEN PASTURE, GO 0.3 MILE TO
 EG0626'THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0626'ROUND, CONCRETE POST.  IT IS ON A FENCE LINE APPROXIMATELY 0.25 MILE
 EG0626'SOUTH OF A LARGE CATTLE SALE BARN 33 FEET NORTHWEST OF A 36-INCH
 EG0626'HACKBERRY TREE, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 10 FOOT
 EG0626'BY 10 FOOT WOODEN BARN AND AT THE SOUTHEAST END OF A NARROW LANE, 1
 EG0626'FOOT WEST OF A METAL WITNESS POST AND FLUSH WITH THE GROUND.
 EG0626
 EG0626                          STATION RECOVERY (1979)
 EG0626
 EG0626'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0626'TO REACH FROM COUNTY COURTHOUSE IN NEW ALBANY GO ESE ON OLD US HWY 78
 EG0626'FOR 1.75 MILES TO A LARGE AUCTION BARN ON THE RIGHT, TURN RIGHT
 EG0626'PASSING THE BARN TO THE RIGHT AND GO 0.3 MILE THRU THE PASTURE TO A
 EG0626'FENCE AND A PIPELINE CROSSING AND THE MARK ON THE LEFT AS DESCRIBED.
 EG0626'IT IS APPROXIMATELY 400.0 FT E OF PIPELINE XING FENCE, 33.0 FT NW OF
 EG0626'A 36 INCH HACKBERRY TREE, 65.0 FT NE OF NE CORNER OF SMALL WOOD BARN
 EG0626'AT THE END OF FENCE LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0628 ***********************************************************************
 EG0628  DESIGNATION -  78 V 62
 EG0628  PID         -  EG0628
 EG0628  STATE/COUNTY-  MS/UNION
 EG0628  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG0628
 EG0628                         *CURRENT SURVEY CONTROL
 EG0628  ___________________________________________________________________
 EG0628* NAD 83(1986)-  34 28 30.     (N)    089 00 36.     (W)     SCALED    
 EG0628* NAVD 88     -       129.475  (meters)     424.79   (feet)  ADJUSTED  
 EG0628  ___________________________________________________________________
 EG0628  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EG0628  DYNAMIC HT  -         129.349 (meters)     424.37  (feet)  COMP
 EG0628  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 EG0628
 EG0628  VERT ORDER  -  SECOND    CLASS 0
 EG0628
 EG0628.The horizontal coordinates were scaled from a topographic map and have
 EG0628.an estimated accuracy of +/- 6 seconds.
 EG0628
 EG0628.The orthometric height was determined by differential leveling
 EG0628.and adjusted in June 1991.
 EG0628
 EG0628.The geoid height was determined by GEOID03.
 EG0628
 EG0628.The dynamic height is computed by dividing the NAVD 88
 EG0628.geopotential number by the normal gravity value computed on the
 EG0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0628.degrees latitude (g = 980.6199 gals.).
 EG0628
 EG0628.The modeled gravity was interpolated from observed gravity values.
 EG0628
 EG0628;                    North         East    Units  Estimated Accuracy
 EG0628;SPC MS E     -   551,650.      283,770.      MT  (+/- 180 meters Scaled)
 EG0628
 EG0628                          SUPERSEDED SURVEY CONTROL
 EG0628
 EG0628  NGVD 29 (??/??/92)  129.438  (m)          424.66   (f) ADJ UNCH    2 0
 EG0628
 EG0628.Superseded values are not recommended for survey control.
 EG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0628.See file dsdata.txt to determine how the superseded data were derived.
 EG0628
 EG0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD154166(NAD 83)
 EG0628_MARKER: DD = SURVEY DISK
 EG0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0628_STAMPING: 78V-62 1965
 EG0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0628+STABILITY: SURFACE MOTION
 EG0628
 EG0628  HISTORY     - Date     Condition        Report By
 EG0628  HISTORY     - 1965     MONUMENTED       MSHD
 EG0628  HISTORY     - 1979     GOOD             MSHD
 EG0628  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EG0628
 EG0628                          STATION DESCRIPTION
 EG0628
 EG0628'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0628'0.8 MI SW FROM NEW ALBANY.
 EG0628'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 78 AND STATE
 EG0628'HIGHWAY 15 WHICH IS LOCATED 0.9 MILE EAST OF THE COUNTY COURTHOUSE IN
 EG0628'NEW ALBANY GO SOUTH ON STATE HIGHWAY 15 FOR 0.25 MILE TO HILLCREST
 EG0628'DRIVE, TURN RIGHT, SOUTHWEST AND GO 0.55 MILE TO A DRIVEWAY ON THE
 EG0628'RIGHT LEADING TO THE UNION COUNTY REST HOME, TURN RIGHT, ONTO THE
 EG0628'DRIVEWAY AND GO APPROXIMATELY 200 FEET TO THE MARK ON THE LEFT.  THE
 EG0628'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT
 EG0628'IS LOCATED AT THE NEW UNION COUNTY REST HOME, 73 FEET SOUTHWEST OF THE
 EG0628'SOUTHEAST CORNER OF THE BUILDING, 80.5 FEET SOUTHEAST OF THE SOUTHWEST
 EG0628'CORNER, 43 FEET WEST OF THE CENTER OF THE DRIVEWAY, 3 FEET EAST OF A 4
 EG0628'INCH ELM TREE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 EG0628'WITH THE DRIVEWAY AND FLUSH WITH THE GROUND.
 EG0628
 EG0628                          STATION RECOVERY (1979)
 EG0628
 EG0628'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0628'RECOVERED IN GOOD CONDITION.
 EG0628
 EG0628                          STATION RECOVERY (2002)
 EG0628
 EG0628'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0628'SUSPECTED DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0629 ***********************************************************************
 EG0629  DESIGNATION -  78 V 63
 EG0629  PID         -  EG0629
 EG0629  STATE/COUNTY-  MS/UNION
 EG0629  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG0629
 EG0629                         *CURRENT SURVEY CONTROL
 EG0629  ___________________________________________________________________
 EG0629* NAD 83(1986)-  34 28 57.     (N)    089 00 55.     (W)     SCALED    
 EG0629* NAVD 88     -       106.390  (meters)     349.05   (feet)  ADJUSTED  
 EG0629  ___________________________________________________________________
 EG0629  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EG0629  DYNAMIC HT  -         106.287 (meters)     348.71  (feet)  COMP
 EG0629  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EG0629
 EG0629  VERT ORDER  -  SECOND    CLASS 0
 EG0629
 EG0629.The horizontal coordinates were scaled from a topographic map and have
 EG0629.an estimated accuracy of +/- 6 seconds.
 EG0629
 EG0629.The orthometric height was determined by differential leveling
 EG0629.and adjusted in June 1991.
 EG0629
 EG0629.The geoid height was determined by GEOID03.
 EG0629
 EG0629.The dynamic height is computed by dividing the NAVD 88
 EG0629.geopotential number by the normal gravity value computed on the
 EG0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0629.degrees latitude (g = 980.6199 gals.).
 EG0629
 EG0629.The modeled gravity was interpolated from observed gravity values.
 EG0629
 EG0629;                    North         East    Units  Estimated Accuracy
 EG0629;SPC MS E     -   552,480.      283,290.      MT  (+/- 180 meters Scaled)
 EG0629
 EG0629                          SUPERSEDED SURVEY CONTROL
 EG0629
 EG0629  NGVD 29 (??/??/92)  106.354  (m)          348.93   (f) ADJ UNCH    2 0
 EG0629
 EG0629.Superseded values are not recommended for survey control.
 EG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0629.See file dsdata.txt to determine how the superseded data were derived.
 EG0629
 EG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD149175(NAD 83)
 EG0629_MARKER: DD = SURVEY DISK
 EG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0629_STAMPING: 78V-63 1965
 EG0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0629+STABILITY: SURFACE MOTION
 EG0629
 EG0629  HISTORY     - Date     Condition        Report By
 EG0629  HISTORY     - 1965     MONUMENTED       MSHD
 EG0629  HISTORY     - 1979     GOOD             MSHD
 EG0629  HISTORY     - 20020501 POOR             USACE
 EG0629
 EG0629                          STATION DESCRIPTION
 EG0629
 EG0629'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0629'0.85 MI S FROM NEW ALBANY.
 EG0629'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0629'EAST FOR 1 BLOCK TO CENTRAL STREET, TURN RIGHT, SOUTH ON CENTRAL
 EG0629'STREET AND GO 0.85 MILE TO THE H. C. PORTER LUMBER CO. ON THE RIGHT
 EG0629'AND THE MARK.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0629'CONCRETE POST.  IT IS LOCATED AT THE SOUTHEAST CORNER OF THE H. C.
 EG0629'PORTER LUMBER CO., 2 FEET SOUTH OF THE SOUTH WALL, 45 FEET WEST OF THE
 EG0629'CENTER OF CENTRAL STREET, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 EG0629'LEVEL WITH THE STREET AND FLUSH WITH THE GROUND.
 EG0629
 EG0629                          STATION RECOVERY (1979)
 EG0629
 EG0629'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0629'RECOVERED IN GOOD CONDITION.
 EG0629
 EG0629                          STATION RECOVERY (2002)
 EG0629
 EG0629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0629'COVERED WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0631 ***********************************************************************
 EG0631  DESIGNATION -  78 V 64
 EG0631  PID         -  EG0631
 EG0631  STATE/COUNTY-  MS/UNION
 EG0631  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG0631
 EG0631                         *CURRENT SURVEY CONTROL
 EG0631  ___________________________________________________________________
 EG0631* NAD 83(1986)-  34 29 32.     (N)    089 00 19.     (W)     SCALED    
 EG0631* NAVD 88     -       110.520  (meters)     362.60   (feet)  ADJUSTED  
 EG0631  ___________________________________________________________________
 EG0631  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EG0631  DYNAMIC HT  -         110.414 (meters)     362.25  (feet)  COMP
 EG0631  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 EG0631
 EG0631  VERT ORDER  -  SECOND    CLASS 0
 EG0631
 EG0631.The horizontal coordinates were scaled from a topographic map and have
 EG0631.an estimated accuracy of +/- 6 seconds.
 EG0631
 EG0631.The orthometric height was determined by differential leveling
 EG0631.and adjusted in June 1991.
 EG0631
 EG0631.The geoid height was determined by GEOID03.
 EG0631
 EG0631.The dynamic height is computed by dividing the NAVD 88
 EG0631.geopotential number by the normal gravity value computed on the
 EG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0631.degrees latitude (g = 980.6199 gals.).
 EG0631
 EG0631.The modeled gravity was interpolated from observed gravity values.
 EG0631
 EG0631;                    North         East    Units  Estimated Accuracy
 EG0631;SPC MS E     -   553,560.      284,210.      MT  (+/- 180 meters Scaled)
 EG0631
 EG0631                          SUPERSEDED SURVEY CONTROL
 EG0631
 EG0631  NGVD 29 (??/??/92)  110.48   (m)          362.5    (f) COMPUTED    2 0
 EG0631
 EG0631.Superseded values are not recommended for survey control.
 EG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0631.See file dsdata.txt to determine how the superseded data were derived.
 EG0631
 EG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD158185(NAD 83)
 EG0631_MARKER: DD = SURVEY DISK
 EG0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0631_SP_SET: STEPS
 EG0631_STAMPING: 78V-64 1965
 EG0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0631+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0631
 EG0631  HISTORY     - Date     Condition        Report By
 EG0631  HISTORY     - 1965     MONUMENTED       MSHD
 EG0631  HISTORY     - 1979     GOOD             MSHD
 EG0631  HISTORY     - 20020501 GOOD             USACE
 EG0631  HISTORY     - 20080322 GOOD             MSSU
 EG0631
 EG0631                          STATION DESCRIPTION
 EG0631
 EG0631'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0631'IN NEW ALBANY.
 EG0631'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE EAST END OF
 EG0631'THE SECOND STEP OF THE STEPS LOCATED ON THE NORTH SIDE OF THE UNION
 EG0631'COUNTY COURTHOUSE IN NEW ALBANY AND 1.5 FEET ABOVE THE LEVEL OF THE
 EG0631'GROUND.
 EG0631
 EG0631                          STATION RECOVERY (1979)
 EG0631
 EG0631'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0631'RECOVERED IN GOOD CONDITION.
 EG0631
 EG0631                          STATION RECOVERY (2002)
 EG0631
 EG0631'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0631'RECOVERED IN GOOD CONDITION.
 EG0631
 EG0631                          STATION RECOVERY (2008)
 EG0631
 EG0631'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JBT)
 EG0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0967 ***********************************************************************
 EG0967  DESIGNATION -  78 V 65
 EG0967  PID         -  EG0967
 EG0967  STATE/COUNTY-  MS/UNION
 EG0967  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG0967
 EG0967                         *CURRENT SURVEY CONTROL
 EG0967  ___________________________________________________________________
 EG0967* NAD 83(1986)-  34 29 50.     (N)    089 01 51.     (W)     SCALED    
 EG0967* NAVD 88     -       119.862  (meters)     393.25   (feet)  ADJUSTED  
 EG0967  ___________________________________________________________________
 EG0967  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EG0967  DYNAMIC HT  -         119.746 (meters)     392.87  (feet)  COMP
 EG0967  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EG0967
 EG0967  VERT ORDER  -  SECOND    CLASS 0
 EG0967
 EG0967.The horizontal coordinates were scaled from a topographic map and have
 EG0967.an estimated accuracy of +/- 6 seconds.
 EG0967
 EG0967.The orthometric height was determined by differential leveling
 EG0967.and adjusted in June 1991.
 EG0967
 EG0967.The geoid height was determined by GEOID03.
 EG0967
 EG0967.The dynamic height is computed by dividing the NAVD 88
 EG0967.geopotential number by the normal gravity value computed on the
 EG0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0967.degrees latitude (g = 980.6199 gals.).
 EG0967
 EG0967.The modeled gravity was interpolated from observed gravity values.
 EG0967
 EG0967;                    North         East    Units  Estimated Accuracy
 EG0967;SPC MS E     -   554,120.      281,860.      MT  (+/- 180 meters Scaled)
 EG0967
 EG0967                          SUPERSEDED SURVEY CONTROL
 EG0967
 EG0967  NGVD 29 (??/??/92)  119.83   (m)          393.1    (f) COMPUTED    2 0
 EG0967
 EG0967.Superseded values are not recommended for survey control.
 EG0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0967.See file dsdata.txt to determine how the superseded data were derived.
 EG0967
 EG0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD135191(NAD 83)
 EG0967_MARKER: DD = SURVEY DISK
 EG0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0967_STAMPING: 78V-65 1965
 EG0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0967+STABILITY: SURFACE MOTION
 EG0967
 EG0967  HISTORY     - Date     Condition        Report By
 EG0967  HISTORY     - 1965     MONUMENTED       MSHD
 EG0967  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EG0967
 EG0967                          STATION DESCRIPTION
 EG0967
 EG0967'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0967'1.5 MI NW FROM NEW ALBANY.
 EG0967'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0967'NORTHWEST ON U. S. HIGHWAY 78 FOR 1.2 MILES TO THE JUNCTION OF STATE
 EG0967'HIGHWAY 30, TURN LEFT, WEST ON HIGHWAY 30 AND GO 0.3 MILE TO A GRAVEL
 EG0967'CROSSROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 EG0967'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 42 FEET NORTH OF THE
 EG0967'CENTERLINE OF STATE HIGHWAY 30, 32 FEET EAST OF THE CENTER OF A GRAVEL
 EG0967'ROAD, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BRICK HOUSE,
 EG0967'13 FEET SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, 28 FEET
 EG0967'NORTHEAST OF THE NORTH END OF A 24 IN. CONCRETE PIPE UNDER THE
 EG0967'HIGHWAY, 1.5 FEET NORTH OF A METAL WITNESS POST, 2 FEET ABOVE THE
 EG0967'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 EG0967
 EG0967                          STATION RECOVERY (2002)
 EG0967
 EG0967'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0968 ***********************************************************************
 EG0968  DESIGNATION -  78 V 65 RESET
 EG0968  PID         -  EG0968
 EG0968  STATE/COUNTY-  MS/UNION
 EG0968  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG0968
 EG0968                         *CURRENT SURVEY CONTROL
 EG0968  ___________________________________________________________________
 EG0968* NAD 83(1986)-  34 29 50.     (N)    089 01 51.     (W)     SCALED    
 EG0968* NAVD 88     -       115.251  (meters)     378.12   (feet)  ADJUSTED  
 EG0968  ___________________________________________________________________
 EG0968  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EG0968  DYNAMIC HT  -         115.140 (meters)     377.76  (feet)  COMP
 EG0968  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 EG0968
 EG0968  VERT ORDER  -  SECOND    CLASS 0
 EG0968
 EG0968.The horizontal coordinates were scaled from a topographic map and have
 EG0968.an estimated accuracy of +/- 6 seconds.
 EG0968
 EG0968.The orthometric height was determined by differential leveling
 EG0968.and adjusted in June 1991.
 EG0968
 EG0968.The geoid height was determined by GEOID03.
 EG0968
 EG0968.The dynamic height is computed by dividing the NAVD 88
 EG0968.geopotential number by the normal gravity value computed on the
 EG0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0968.degrees latitude (g = 980.6199 gals.).
 EG0968
 EG0968.The modeled gravity was interpolated from observed gravity values.
 EG0968
 EG0968;                    North         East    Units  Estimated Accuracy
 EG0968;SPC MS E     -   554,120.      281,860.      MT  (+/- 180 meters Scaled)
 EG0968
 EG0968                          SUPERSEDED SURVEY CONTROL
 EG0968
 EG0968  NGVD 29 (??/??/92)  115.227  (m)          378.04   (f) ADJ UNCH    2 0
 EG0968
 EG0968.Superseded values are not recommended for survey control.
 EG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0968.See file dsdata.txt to determine how the superseded data were derived.
 EG0968
 EG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD135191(NAD 83)
 EG0968_MARKER: DD = SURVEY DISK
 EG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0968_STAMPING: 78V-65 1965 RESET
 EG0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0968+STABILITY: SURFACE MOTION
 EG0968
 EG0968  HISTORY     - Date     Condition        Report By
 EG0968  HISTORY     - 1965     MONUMENTED       MSHD
 EG0968  HISTORY     - 1966     GOOD             MSHD
 EG0968  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EG0968
 EG0968                          STATION DESCRIPTION
 EG0968
 EG0968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0968'1.5 MI NW FROM NEW ALBANY.
 EG0968'TO REACH THE MARK FROM THE COURTHOUSE IN NEW ALBANY GO NORTHWEST ON
 EG0968'U.S. HIGHWAY 78 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY 30,
 EG0968'TURN LEFT WEST ON HIGHWAY 30 AND CONTINUE WEST FOR 0.3 MILES TO A
 EG0968'CROSSROADS, CONTINUE WEST FOR 200 FEET TO THE MARK ON THE RIGHT.  THE
 EG0968'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT
 EG0968'IS 113.4 FEET NORTH OF THE CENTERLINE OF OLD HIGHWAY 30, 14.8 FEET
 EG0968'NORTH OF THE RIGHT-OF-WAY OF NEW HIGHWAY 30 AND LOCATED ON THE EAST
 EG0968'RIGHT-OF-WAY OF U.S. HIGHWAY 78 BYPASS AND PROJECTS 2 INCHES.  A METAL
 EG0968'WITNESS POST WAS SET 18 INCHES WEST OF THE MARK.
 EG0968
 EG0968                          STATION RECOVERY (2002)
 EG0968
 EG0968'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0630 ***********************************************************************
 EG0630  DESIGNATION -  78 V 66
 EG0630  PID         -  EG0630
 EG0630  STATE/COUNTY-  MS/UNION
 EG0630  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0630
 EG0630                         *CURRENT SURVEY CONTROL
 EG0630  ___________________________________________________________________
 EG0630* NAD 83(1993)-  34 28 54.81406(N)    088 59 57.50595(W)     ADJUSTED  
 EG0630* NAVD 88     -       137.726  (meters)     451.86   (feet)  ADJUSTED  
 EG0630  ___________________________________________________________________
 EG0630  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EG0630  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EG0630  DYNAMIC HT  -         137.592 (meters)     451.42  (feet)  COMP
 EG0630  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 EG0630
 EG0630  HORZ ORDER  -  SECOND
 EG0630  VERT ORDER  -  SECOND    CLASS 0
 EG0630
 EG0630.The horizontal coordinates were established by classical geodetic methods
 EG0630.and adjusted by the National Geodetic Survey in May 1994.
 EG0630
 EG0630.The orthometric height was determined by differential leveling
 EG0630.and adjusted in June 1991.
 EG0630
 EG0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0630
 EG0630.The geoid height was determined by GEOID03.
 EG0630
 EG0630.The dynamic height is computed by dividing the NAVD 88
 EG0630.geopotential number by the normal gravity value computed on the
 EG0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0630.degrees latitude (g = 980.6199 gals.).
 EG0630
 EG0630.The modeled gravity was interpolated from observed gravity values.
 EG0630
 EG0630;                    North         East     Units Scale Factor Converg.
 EG0630;SPC MS E     -   552,411.847   284,754.422   MT  0.99995286   -0 05 38.3
 EG0630;SPC MS E     - 1,812,371.20    934,231.80   sFT  0.99995286   -0 05 38.3
 EG0630;UTM  16      - 3,817,403.338   316,403.949   MT  1.00001549   -1 07 56.0
 EG0630
 EG0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0630!SPC MS E     -   0.99998264  x   0.99995286  =   0.99993550
 EG0630!UTM  16      -   0.99998264  x   1.00001549  =   0.99999813
 EG0630
 EG0630                          SUPERSEDED SURVEY CONTROL
 EG0630
 EG0630  NAD 83(1993)-  34 28 54.82542(N)    088 59 57.50433(W) AD(       ) 2
 EG0630  NAD 83(1986)-  34 28 54.82549(N)    088 59 57.50421(W) AD(       ) 2
 EG0630  NAD 27      -  34 28 54.45843(N)    088 59 57.27535(W) AD(       ) 2
 EG0630  NGVD 29 (??/??/92)  137.689  (m)          451.73   (f) ADJ UNCH    2 0
 EG0630
 EG0630.Superseded values are not recommended for survey control.
 EG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0630.See file dsdata.txt to determine how the superseded data were derived.
 EG0630
 EG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1640417403(NAD 83)
 EG0630_MARKER: DD = SURVEY DISK
 EG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0630_STAMPING: 78V-66 1965
 EG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0630+STABILITY: SURFACE MOTION
 EG0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0630+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0630
 EG0630  HISTORY     - Date     Condition        Report By
 EG0630  HISTORY     - 1965     MONUMENTED       MSHD
 EG0630  HISTORY     - 1967     GOOD             MSHD
 EG0630  HISTORY     - 1979     GOOD             MSHD
 EG0630  HISTORY     - 20020501 GOOD             USACE
 EG0630
 EG0630                          STATION DESCRIPTION
 EG0630
 EG0630'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0630'0.9 MI E FROM NEW ALBANY.
 EG0630'TO REACH THE MARK FROM THE UNION COUNTY COURTHOUSE IN NEW ALBANY GO
 EG0630'EAST ON U. S. HIGHWAY 78 FOR 0.9 MILE TO THE INTERSECTION OF STATE
 EG0630'HIGHWAY 15 AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 EG0630'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS SET IN THE SOUTHEAST
 EG0630'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 15 AND U. S. HIGHWAY 78,
 EG0630'119 FEET NORTH OF THE CENTERLINE OF HIGHWAY 78, 116 FEET EAST OF THE
 EG0630'CENTERLINE OF HIGHWAY 15, 3 FEET NORTH OF A POWERLINE POLE, 6 FEET
 EG0630'NORTHWEST OF A RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF A METAL WITNESS
 EG0630'POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAYS AND PROJECTS 1 INCH.
 EG0630
 EG0630                          STATION RECOVERY (1967)
 EG0630
 EG0630'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (LMC)
 EG0630'THE STATION IS LOCATED ABOUT 75 FEET NORTHWEST OF A TEXACO SERVICE
 EG0630'STATION, .75 MILE
 EG0630'SOUTHEAST OF THE BUSINESS DISTRICT OF NEW ALBANY
 EG0630'AND ABOUT 150 FEET EAST-NORTHEAST OF
 EG0630'THE INTERSECTION OF U S HIGHWAY
 EG0630'78 AND STATE HIGHWAYS 15 AND 30.
 EG0630'
 EG0630'THE STATION MARK IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK SET
 EG0630'IN A ROUND
 EG0630'CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND
 EG0630'AND IS STAMPED BM 78V-66
 EG0630'1965.  IT IS 1.5 FEET SOUTHWEST OF A METAL
 EG0630'WITNESS POST, 2.9 FEET NORTH OF A POWER
 EG0630'POLE AND 26 FEET NORTHEAST OF
 EG0630'THE CENTER OF A DRIVEWAY.
 EG0630'
 EG0630'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALBANY THE
 EG0630'DISTANCE IS
 EG0630'(143.77) FEET OR 43.822 METERS.
 EG0630
 EG0630                          STATION RECOVERY (1979)
 EG0630
 EG0630'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0630'RECOVERED IN GOOD CONDITION.
 EG0630
 EG0630                          STATION RECOVERY (2002)
 EG0630
 EG0630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0630'OLD HWY 78 IS NOW HWY 178.
 EG0630'TEXACO STATION GONE.
 EG0630'STATION IS 500' +- NW OF POST OFFICE IN NEW ALBANY, MS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0969 ***********************************************************************
 EG0969  DESIGNATION -  78 V 67
 EG0969  PID         -  EG0969
 EG0969  STATE/COUNTY-  MS/UNION
 EG0969  USGS QUAD   -  MYRTLE (1982)
 EG0969
 EG0969                         *CURRENT SURVEY CONTROL
 EG0969  ___________________________________________________________________
 EG0969* NAD 83(1986)-  34 30 29.     (N)    089 01 58.     (W)     SCALED    
 EG0969* NAVD 88     -       116.558  (meters)     382.41   (feet)  ADJUSTED  
 EG0969  ___________________________________________________________________
 EG0969  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EG0969  DYNAMIC HT  -         116.445 (meters)     382.04  (feet)  COMP
 EG0969  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 EG0969
 EG0969  VERT ORDER  -  SECOND    CLASS 0
 EG0969
 EG0969.The horizontal coordinates were scaled from a topographic map and have
 EG0969.an estimated accuracy of +/- 6 seconds.
 EG0969
 EG0969.The orthometric height was determined by differential leveling
 EG0969.and adjusted in June 1991.
 EG0969
 EG0969.The geoid height was determined by GEOID03.
 EG0969
 EG0969.The dynamic height is computed by dividing the NAVD 88
 EG0969.geopotential number by the normal gravity value computed on the
 EG0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0969.degrees latitude (g = 980.6199 gals.).
 EG0969
 EG0969.The modeled gravity was interpolated from observed gravity values.
 EG0969
 EG0969;                    North         East    Units  Estimated Accuracy
 EG0969;SPC MS E     -   555,320.      281,690.      MT  (+/- 180 meters Scaled)
 EG0969
 EG0969                          SUPERSEDED SURVEY CONTROL
 EG0969
 EG0969  NGVD 29 (??/??/92)  116.535  (m)          382.33   (f) ADJ UNCH    2 0
 EG0969
 EG0969.Superseded values are not recommended for survey control.
 EG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0969.See file dsdata.txt to determine how the superseded data were derived.
 EG0969
 EG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD133203(NAD 83)
 EG0969_MARKER: DD = SURVEY DISK
 EG0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0969_STAMPING: 78V-67 1965
 EG0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0969+STABILITY: SURFACE MOTION
 EG0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0969+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0969
 EG0969  HISTORY     - Date     Condition        Report By
 EG0969  HISTORY     - 1965     MONUMENTED       MSHD
 EG0969  HISTORY     - 1966     GOOD             MSHD
 EG0969  HISTORY     - 1979     GOOD             MSHD
 EG0969  HISTORY     - 20020501 GOOD             USACE
 EG0969
 EG0969                          STATION DESCRIPTION
 EG0969
 EG0969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0969'2.04 MI NW FROM NEW ALBANY.
 EG0969'TO REACH FROM THE POST OFFICE IN NEW ALBANY GO NORTHWEST ON HIGHWAY 78
 EG0969'FOR 0.35 MILES TO THE TALLAHATCHIE RIVER BRIDGE, CONTINUE NORTHWEST ON
 EG0969'U.S. 78 FOR 1.69 TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 EG0969'THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 64.7 FEET EAST OF A
 EG0969'POWER POLE, 39.7 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 2.9
 EG0969'FEET NORTHEAST OF A FIRE PLUG, 1 FOOT SOUTHEAST OF A METAL WITNESS
 EG0969'POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0969
 EG0969                          STATION RECOVERY (1979)
 EG0969
 EG0969'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0969'THE MARK IS 100 FEET NW OF SONIC DRIVE INN.
 EG0969
 EG0969                          STATION RECOVERY (2002)
 EG0969
 EG0969'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0969'OLD HWY 78 IS NOW HWY 178
 EG0969'OLD SONIC DRIVE-IN IS NOW BUMPER'S DRIVE-IN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0970 ***********************************************************************
 EG0970  DESIGNATION -  78 V 68
 EG0970  PID         -  EG0970
 EG0970  STATE/COUNTY-  MS/UNION
 EG0970  USGS QUAD   -  MYRTLE (1982)
 EG0970
 EG0970                         *CURRENT SURVEY CONTROL
 EG0970  ___________________________________________________________________
 EG0970* NAD 83(1986)-  34 30 54.     (N)    089 02 40.     (W)     SCALED    
 EG0970* NAVD 88     -       111.816  (meters)     366.85   (feet)  ADJUSTED  
 EG0970  ___________________________________________________________________
 EG0970  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EG0970  DYNAMIC HT  -         111.708 (meters)     366.50  (feet)  COMP
 EG0970  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EG0970
 EG0970  VERT ORDER  -  SECOND    CLASS 0
 EG0970
 EG0970.The horizontal coordinates were scaled from a topographic map and have
 EG0970.an estimated accuracy of +/- 6 seconds.
 EG0970
 EG0970.The orthometric height was determined by differential leveling
 EG0970.and adjusted in June 1991.
 EG0970
 EG0970.The geoid height was determined by GEOID03.
 EG0970
 EG0970.The dynamic height is computed by dividing the NAVD 88
 EG0970.geopotential number by the normal gravity value computed on the
 EG0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0970.degrees latitude (g = 980.6199 gals.).
 EG0970
 EG0970.The modeled gravity was interpolated from observed gravity values.
 EG0970
 EG0970;                    North         East    Units  Estimated Accuracy
 EG0970;SPC MS E     -   556,090.      280,620.      MT  (+/- 180 meters Scaled)
 EG0970
 EG0970                          SUPERSEDED SURVEY CONTROL
 EG0970
 EG0970  NGVD 29 (??/??/92)  111.795  (m)          366.78   (f) ADJ UNCH    2 0
 EG0970
 EG0970.Superseded values are not recommended for survey control.
 EG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0970.See file dsdata.txt to determine how the superseded data were derived.
 EG0970
 EG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD123211(NAD 83)
 EG0970_MARKER: DD = SURVEY DISK
 EG0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0970_STAMPING: 78V-68 1965
 EG0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0970+STABILITY: SURFACE MOTION
 EG0970
 EG0970  HISTORY     - Date     Condition        Report By
 EG0970  HISTORY     - 1965     MONUMENTED       MSHD
 EG0970  HISTORY     - 1966     GOOD             MSHD
 EG0970  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0970
 EG0970                          STATION DESCRIPTION
 EG0970
 EG0970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0970'2.95 MI NW FROM NEW ALBANY.
 EG0970'TO REACH FROM THE POST OFFICE IN NEW ALBANY GO NORTHWEST ON HIGHWAY 78
 EG0970'FOR 0.35 MILES TO THE TALLAHATCHIE RIVER BRIDGE, CONTINUE NORTHWEST ON
 EG0970'U.S. 78 FOR 2.60 MILES TO THE FUTORIAN MANUFACTURING CORPORATION AND
 EG0970'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG0970'ROUND, CONCRETE POST.  IT IS 300 FEET NORTHWEST OF A ROAD LEADING TO
 EG0970'THE FUTORIAN MANUFACTURING CORPORATION, 59.7 FEET NORTHEAST OF THE
 EG0970'CENTERLINE OF HIGHWAY 78, 35.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 EG0970'THE SAN FRANCISCO RAILROAD, 21.2 FEET NORTHEAST OF A POWER POLE, 1.5
 EG0970'FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 EG0970'HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0970
 EG0970                          STATION RECOVERY (1977)
 EG0970
 EG0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0971 ***********************************************************************
 EG0971  HT_MOD      -  This is a Height Modernization Survey Station.
 EG0971  CBN         -  This is a Cooperative Base Network Control Station.
 EG0971  DESIGNATION -  78 V 69
 EG0971  PID         -  EG0971
 EG0971  STATE/COUNTY-  MS/UNION
 EG0971  USGS QUAD   -  MYRTLE (1982)
 EG0971
 EG0971                         *CURRENT SURVEY CONTROL
 EG0971  ___________________________________________________________________
 EG0971* NAD 83(2007)-  34 31 16.96040(N)    089 03 23.75865(W)     ADJUSTED  
 EG0971* NAVD 88     -       106.69   (meters)     350.0    (feet)  GPS OBS   
 EG0971  ___________________________________________________________________
 EG0971  EPOCH DATE  -        2002.00
 EG0971  X           -      86,616.915 (meters)                     COMP
 EG0971  Y           -  -5,260,052.176 (meters)                     COMP
 EG0971  Z           -   3,594,291.178 (meters)                     COMP
 EG0971  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EG0971  ELLIP HEIGHT-          79.557 (meters)          (02/10/07) ADJUSTED
 EG0971  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EG0971
 EG0971  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG0971  Type    PID    Designation                      North   East  Ellip
 EG0971  -------------------------------------------------------------------
 EG0971  NETWORK EG0971 78 V 69                           0.73   0.67   1.86
 EG0971  -------------------------------------------------------------------
 EG0971
 EG0971.The horizontal coordinates were established by GPS observations
 EG0971.and adjusted by the National Geodetic Survey in February 2007.
 EG0971
 EG0971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG0971.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG0971.The horizontal coordinates are valid at the epoch date displayed above.
 EG0971.The epoch date for horizontal control is a decimal equivalence
 EG0971.of Year/Month/Day.
 EG0971
 EG0971.The orthometric height was determined by GPS observations and a
 EG0971.high-resolution geoid model.
 EG0971.The orthometric height was determined by GPS observations and a
 EG0971.high-resolution geoid model using precise GPS observation and
 EG0971.processing techniques. It supersedes the leveled height previously
 EG0971.determined for this station.
 EG0971
 EG0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG0971
 EG0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0971
 EG0971.The ellipsoidal height was determined by GPS observations
 EG0971.and is referenced to NAD 83.
 EG0971
 EG0971.The geoid height was determined by GEOID03.
 EG0971
 EG0971;                    North         East     Units Scale Factor Converg.
 EG0971;SPC MS E     -   556,801.900   279,501.470   MT  0.99995518   -0 07 35.5
 EG0971;SPC MS E     - 1,826,774.23    916,997.74   sFT  0.99995518   -0 07 35.5
 EG0971;UTM  16      - 3,821,888.231   311,231.069   MT  1.00003923   -1 09 57.1
 EG0971
 EG0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0971!SPC MS E     -   0.99998751  x   0.99995518  =   0.99994269
 EG0971!UTM  16      -   0.99998751  x   1.00003923  =   1.00002674
 EG0971
 EG0971                          SUPERSEDED SURVEY CONTROL
 EG0971
 EG0971  NAD 83(1993)-  34 31 16.95994(N)    089 03 23.75869(W) AD(       ) B
 EG0971  ELLIP H (04/05/04)   79.574  (m)                       GP(       ) 4 1
 EG0971  ELLIP H (04/15/02)   79.540  (m)                       GP(       ) 4 2
 EG0971  NAD 83(1993)-  34 31 16.96032(N)    089 03 23.75814(W) AD(       ) B
 EG0971  ELLIP H (02/15/02)   79.536  (m)                       GP(       ) 4 1
 EG0971  NAVD 88 (06/15/91)  106.639  (m)          349.86   (f) ADJUSTED    2 0
 EG0971  NGVD 29 (??/??/92)  106.619  (m)          349.80   (f) ADJ UNCH    2 0
 EG0971
 EG0971.Superseded values are not recommended for survey control.
 EG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0971.See file dsdata.txt to determine how the superseded data were derived.
 EG0971
 EG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1123121888(NAD 83)
 EG0971_MARKER: DD = SURVEY DISK
 EG0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0971_STAMPING: 78V-69 1965
 EG0971_MARK LOGO: MSHD  
 EG0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0971+STABILITY: SURFACE MOTION
 EG0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0971+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 EG0971
 EG0971  HISTORY     - Date     Condition        Report By
 EG0971  HISTORY     - 1965     MONUMENTED       MSHD
 EG0971  HISTORY     - 1966     GOOD             MSHD
 EG0971  HISTORY     - 1979     GOOD             MSHD
 EG0971  HISTORY     - 20000801 GOOD             NGS
 EG0971  HISTORY     - 20020501 GOOD             USACE
 EG0971  HISTORY     - 20080626 GOOD             INDIV
 EG0971
 EG0971                          STATION DESCRIPTION
 EG0971
 EG0971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0971'3.80 MI NW FROM NEW ALBANY.
 EG0971'TO REACH FROM THE POST OFFICE IN NEW ALBANY GO NORTHWEST ON HIGHWAY 78
 EG0971'FOR 0.35 MILES TO THE TALLAHATCHIE RIVER BRIDGE, CONTINUE NORTHWEST ON
 EG0971'U.S. 78 FOR 3.45 MILES TO THE LAHER SPRINGS CORPORATION AND THE MARK
 EG0971'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG0971'CONCRETE POST.  IT IS 120 FEET NORTHWEST OF A ROAD LEADING TO THE
 EG0971'LAHER SPRINGS CORPORATION, 50.8 FEET NORTHEAST OF THE CENTERLINE OF
 EG0971'HIGHWAY 78, 45.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SAN
 EG0971'FRANCISCO RAILROAD, 11.5 FEET NORTH OF A POWER POLE, 1.6 FEET
 EG0971'NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF HIGHWAY
 EG0971'78, AND PROJECTS 4 INCHES.
 EG0971
 EG0971                          STATION RECOVERY (1979)
 EG0971
 EG0971'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0971'TO REACH FROM THE COURTHOUSE IN NEW ALBANY GO NW ON OLD HWY 78 FOR
 EG0971'3.8 MILES TO THE LAHER SPRINGS CORP AND THE MARK ON THE RIGHT. IT IS
 EG0971'92 FEET NW CENTER OF DRIVEWAY TO LAHER SPRINGS CORP/ 51 FEET NNE
 EG0971'CENTER HWY 78/46 FEET SSW OF WEST RAIL OF RAILROAD/ 12.5 FEET NNE OF
 EG0971'CUT OFF POLE AT UNDERGROUND TELEGRAPH CABLE/ 12 FEET SSW OF POWER
 EG0971'LINE POLE AND IN LINE BETWEEN POWER LINE POLE AND TELEPHONE WITNESS
 EG0971'POST.
 EG0971
 EG0971                          STATION RECOVERY (2000)
 EG0971
 EG0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG0971'RECOVERED AS DESCRIBED.  THE STATION IS 2.4 MI (3.9 KM) NORTH ON RTE
 EG0971'178 FROM ITS INTERSECTION WITH RTE 30, NW OF NEW ALBANY.  THE STATION
 EG0971'IS IN THE HWY ROW IN FRONT OF A SMALL INDUSTRIAL FACILITY AT ADDRESS
 EG0971'1283 HWY 178 WEST AND ACROSS THE HWY FROM A LARGE, VERY FLAT MOBILE
 EG0971'HOME PARK.  THE PREVIOUSLY REFERENCED POWER POLES HAVE BEEN CUT OFF.
 EG0971'THE STATION NOW PROJECTS ABOUT 3 CM ABOVE THE GROUND AND IS 1 FT (0.3
 EG0971'M) SW OF AN ORANGE WITNESS POST.
 EG0971
 EG0971                          STATION RECOVERY (2002)
 EG0971
 EG0971'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0971'OLD HWY 78 IS NOW HWY 178
 EG0971
 EG0971                          STATION RECOVERY (2008)
 EG0971
 EG0971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CP)
 EG0971'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0299 ***********************************************************************
 EG0299  DESIGNATION -  78 V 7
 EG0299  PID         -  EG0299
 EG0299  STATE/COUNTY-  MS/ITAWAMBA
 EG0299  USGS QUAD   -  TREMONT (1992)
 EG0299
 EG0299                         *CURRENT SURVEY CONTROL
 EG0299  ___________________________________________________________________
 EG0299* NAD 83(1986)-  34 14 42.     (N)    088 17 12.     (W)     SCALED    
 EG0299* NAVD 88     -       101.746  (meters)     333.81   (feet)  ADJUSTED  
 EG0299  ___________________________________________________________________
 EG0299  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0299  DYNAMIC HT  -         101.643 (meters)     333.47  (feet)  COMP
 EG0299  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 EG0299
 EG0299  VERT ORDER  -  SECOND    CLASS 0
 EG0299
 EG0299.The horizontal coordinates were scaled from a topographic map and have
 EG0299.an estimated accuracy of +/- 6 seconds.
 EG0299
 EG0299.The orthometric height was determined by differential leveling
 EG0299.and adjusted in June 1991.
 EG0299
 EG0299.The geoid height was determined by GEOID03.
 EG0299
 EG0299.The dynamic height is computed by dividing the NAVD 88
 EG0299.geopotential number by the normal gravity value computed on the
 EG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0299.degrees latitude (g = 980.6199 gals.).
 EG0299
 EG0299.The modeled gravity was interpolated from observed gravity values.
 EG0299
 EG0299;                    North         East    Units  Estimated Accuracy
 EG0299;SPC MS E     -   526,260.      350,360.      MT  (+/- 180 meters Scaled)
 EG0299
 EG0299                          SUPERSEDED SURVEY CONTROL
 EG0299
 EG0299  NGVD 29 (??/??/92)  101.689  (m)          333.62   (f) ADJ UNCH    2 0
 EG0299
 EG0299.Superseded values are not recommended for survey control.
 EG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0299.See file dsdata.txt to determine how the superseded data were derived.
 EG0299
 EG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC815900(NAD 83)
 EG0299_MARKER: DD = SURVEY DISK
 EG0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0299_SP_SET: ABUTMENT
 EG0299_STAMPING: 78V-7 1965
 EG0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0299
 EG0299  HISTORY     - Date     Condition        Report By
 EG0299  HISTORY     - 1965     MONUMENTED       MSHD
 EG0299  HISTORY     - 1978     GOOD             MSHD
 EG0299
 EG0299                          STATION DESCRIPTION
 EG0299
 EG0299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0299'1.8 MI W FROM TREMONT.
 EG0299'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0299'GO WEST ON U. S. HIGHWAY 78 FOR 1.8 MILES TO A BRIDGE AND THE MARK ON
 EG0299'THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0299'NORTHWEST ABUTMENT OF A BRIDGE AT THE EAST END OF A LONG GRADE, 15
 EG0299'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 EG0299'HIGHWAY.
 EG0299
 EG0299                          STATION RECOVERY (1978)
 EG0299
 EG0299'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0299'THE MARK IS LOCATED 1.5 MILES WEST OF TREMONT IN THE MOST WESTERLY OF
 EG0299'A GROUP OF BRIDGES IN THE NORTHEAST 1/4 OF SECTION 6, T 10S, R 10E.
 EG0299'IT IS 32.5 FEET SOUTHWEST OF TELEPHONE CABLE POLE NO. 38, 15.5 FEET
 EG0299'NORTHEAST OF THE CENTER OF HIGHWAY 78, SET IN A DRILL HOLE IN THE
 EG0299'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE ON
 EG0299'WOODEN PILES AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY. TO
 EG0299'REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 JUST
 EG0299'EAST OF THE POST OFFICE IN TREMONT GO WEST ON U.S. HIGHWAY 78 FOR 1.5
 EG0299'MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0972 ***********************************************************************
 EG0972  DESIGNATION -  78 V 70
 EG0972  PID         -  EG0972
 EG0972  STATE/COUNTY-  MS/UNION
 EG0972  USGS QUAD   -  MYRTLE (1982)
 EG0972
 EG0972                         *CURRENT SURVEY CONTROL
 EG0972  ___________________________________________________________________
 EG0972* NAD 83(1986)-  34 31 33.     (N)    089 03 56.     (W)     SCALED    
 EG0972* NAVD 88     -       111.055  (meters)     364.35   (feet)  ADJUSTED  
 EG0972  ___________________________________________________________________
 EG0972  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EG0972  DYNAMIC HT  -         110.948 (meters)     364.00  (feet)  COMP
 EG0972  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EG0972
 EG0972  VERT ORDER  -  SECOND    CLASS 0
 EG0972
 EG0972.The horizontal coordinates were scaled from a topographic map and have
 EG0972.an estimated accuracy of +/- 6 seconds.
 EG0972
 EG0972.The orthometric height was determined by differential leveling
 EG0972.and adjusted in June 1991.
 EG0972
 EG0972.The geoid height was determined by GEOID03.
 EG0972
 EG0972.The dynamic height is computed by dividing the NAVD 88
 EG0972.geopotential number by the normal gravity value computed on the
 EG0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0972.degrees latitude (g = 980.6199 gals.).
 EG0972
 EG0972.The modeled gravity was interpolated from observed gravity values.
 EG0972
 EG0972;                    North         East    Units  Estimated Accuracy
 EG0972;SPC MS E     -   557,300.      278,680.      MT  (+/- 180 meters Scaled)
 EG0972
 EG0972                          SUPERSEDED SURVEY CONTROL
 EG0972
 EG0972  NGVD 29 (??/??/92)  111.037  (m)          364.29   (f) ADJ UNCH    2 0
 EG0972
 EG0972.Superseded values are not recommended for survey control.
 EG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0972.See file dsdata.txt to determine how the superseded data were derived.
 EG0972
 EG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD104223(NAD 83)
 EG0972_MARKER: DD = SURVEY DISK
 EG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0972_STAMPING: 78V-70 1965
 EG0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0972+STABILITY: SURFACE MOTION
 EG0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0972+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003
 EG0972
 EG0972  HISTORY     - Date     Condition        Report By
 EG0972  HISTORY     - 1965     MONUMENTED       MSHD
 EG0972  HISTORY     - 1966     GOOD             MSHD
 EG0972  HISTORY     - 1979     GOOD             MSHD
 EG0972  HISTORY     - 20030929 GOOD             USACE
 EG0972
 EG0972                          STATION DESCRIPTION
 EG0972
 EG0972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0972'4.50 MI NW FROM NEW ALBANY.
 EG0972'TO REACH FROM THE U.S. POST OFFICE IN NEW ALBANY GO NORTHWEST ON
 EG0972'HIGHWAY 78 FOR 0.35 MILES TO THE TALLAHATCHIE RIVER BRIDGE, CONTINUE
 EG0972'NORTHWEST FOR 4.15 MILES ON U.S. 78 AND THE MARK ON THE RIGHT.  THE
 EG0972'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT
 EG0972'IS 52.6 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 44.5 FEET
 EG0972'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SAN FRANCISCO RAILROAD, 13.0
 EG0972'FEET NORTHEAST OF A POWER POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS
 EG0972'POST, 2 FEET ABOVE THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0972
 EG0972                          STATION RECOVERY (1979)
 EG0972
 EG0972'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0972'TO REACH FROM THE COURTHOUSE IN NEW ALBANY GO NW ON OLD HWY 78 FOR
 EG0972'4.4 MILES TO A DRIVEWAY THAT CROSSES THE RAILROAD ON THE E AND THE
 EG0972'MARK AS DESCRIBED. IT IS 56 FEET NE CENTER OLD HWY 78/ 44.5 SW OF W
 EG0972'RAIL OF RAILROAD 22 FEET NW OF UNDERGROUND TELEPHONE CABLE CONNECTION
 EG0972'BOX 26 ESE CENTER OF DRIVEWAY TO HOUSE ACROSS THE RAILROAD 12 FEET S
 EG0972'OF UNDERGROUND TELEPHONE CABLE WITNESS POST.
 EG0972
 EG0972                          STATION RECOVERY (2003)
 EG0972
 EG0972'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0973 ***********************************************************************
 EG0973  HT_MOD      -  This is a Height Modernization Survey Station.
 EG0973  DESIGNATION -  78 V 71
 EG0973  PID         -  EG0973
 EG0973  STATE/COUNTY-  MS/UNION
 EG0973  USGS QUAD   -  MYRTLE (1982)
 EG0973
 EG0973                         *CURRENT SURVEY CONTROL
 EG0973  ___________________________________________________________________
 EG0973* NAD 83(2007)-  34 32 23.95257(N)    089 05 39.02669(W)     ADJUSTED  
 EG0973* NAVD 88     -       115.11   (meters)     377.7    (feet)  GPS OBS   
 EG0973  ___________________________________________________________________
 EG0973  EPOCH DATE  -        2002.00
 EG0973  X           -      83,148.976 (meters)                     COMP
 EG0973  Y           -  -5,258,944.765 (meters)                     COMP
 EG0973  Z           -   3,595,996.619 (meters)                     COMP
 EG0973  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EG0973  ELLIP HEIGHT-          87.988 (meters)          (02/10/07) ADJUSTED
 EG0973  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EG0973
 EG0973  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG0973  Type    PID    Designation                      North   East  Ellip
 EG0973  -------------------------------------------------------------------
 EG0973  NETWORK EG0973 78 V 71                           0.90   0.76   1.96
 EG0973  -------------------------------------------------------------------
 EG0973
 EG0973.The horizontal coordinates were established by GPS observations
 EG0973.and adjusted by the National Geodetic Survey in February 2007.
 EG0973
 EG0973.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG0973.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG0973.The horizontal coordinates are valid at the epoch date displayed above.
 EG0973.The epoch date for horizontal control is a decimal equivalence
 EG0973.of Year/Month/Day.
 EG0973
 EG0973.The orthometric height was determined by GPS observations and a
 EG0973.high-resolution geoid model.
 EG0973.The orthometric height was determined by GPS observations and a
 EG0973.high-resolution geoid model using precise GPS observation and
 EG0973.processing techniques. It supersedes the leveled height previously
 EG0973.determined for this station.
 EG0973
 EG0973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG0973
 EG0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0973
 EG0973.The ellipsoidal height was determined by GPS observations
 EG0973.and is referenced to NAD 83.
 EG0973
 EG0973.The geoid height was determined by GEOID03.
 EG0973
 EG0973;                    North         East     Units Scale Factor Converg.
 EG0973;SPC MS E     -   558,874.391   276,057.002   MT  0.99995706   -0 08 52.4
 EG0973;SPC MS E     - 1,833,573.73    905,697.01   sFT  0.99995706   -0 08 52.4
 EG0973;UTM  16      - 3,824,023.068   307,824.459   MT  1.00005523   -1 11 15.8
 EG0973
 EG0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0973!SPC MS E     -   0.99998619  x   0.99995706  =   0.99994325
 EG0973!UTM  16      -   0.99998619  x   1.00005523  =   1.00004142
 EG0973
 EG0973                          SUPERSEDED SURVEY CONTROL
 EG0973
 EG0973  NAD 83(1993)-  34 32 23.95214(N)    089 05 39.02672(W) AD(       ) B
 EG0973  ELLIP H (04/05/04)   88.003  (m)                       GP(       ) 3 1
 EG0973  NAVD 88 (06/15/91)  115.076  (m)          377.55   (f) ADJUSTED    2 0
 EG0973  NGVD 29 (??/??/92)  115.057  (m)          377.48   (f) ADJ UNCH    2 0
 EG0973
 EG0973.Superseded values are not recommended for survey control.
 EG0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0973.See file dsdata.txt to determine how the superseded data were derived.
 EG0973
 EG0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0782424023(NAD 83)
 EG0973_MARKER: DD = SURVEY DISK
 EG0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0973_SP_SET: BRIDGE
 EG0973_STAMPING: 78V-71 1965
 EG0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0973+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG0973
 EG0973  HISTORY     - Date     Condition        Report By
 EG0973  HISTORY     - 1965     MONUMENTED       MSHD
 EG0973  HISTORY     - 1966     GOOD             MSHD
 EG0973  HISTORY     - 1979     GOOD             MSHD
 EG0973  HISTORY     - 20020501 GOOD             USACE
 EG0973
 EG0973                          STATION DESCRIPTION
 EG0973
 EG0973'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0973'2.01 MI SE FROM MYRTLE.
 EG0973'TO REACH FROM THE POST OFFICE IN MYRTLE GO WEST ON MAIN STREET FOR
 EG0973'0.05 MILES, TURN LEFT SOUTH FOR 0.14 MILES TO HIGHWAY 78, TURN LEFT
 EG0973'SOUTHEAST ON U.S. HIGHWAY 78 FOR 2.01 MILES TO A CONCRETE BRIDGE AND
 EG0973'THE MARK IN THE NORTH CORNER OF THE BRIDGE.  THE MARK IS A DISK SET IN
 EG0973'CEMENT IN A DRILLED HOLE.  IT IS 13.8 NORTHWEST OF THE CENTERLINE OF
 EG0973'HIGHWAY 78, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT
 EG0973'LEVEL WITH HIGHWAY 78.
 EG0973
 EG0973                          STATION RECOVERY (1979)
 EG0973
 EG0973'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0973'TO REACH FROM THE SCHOOL IN MYRTLE GO SE ON HWY 78 FOR 1.65 MILES TO
 EG0973'A CONCRETE BRIDGE AND THE MARK IN THE NORTHWEST END OF BRIDGE. IT IS
 EG0973'13.5 FT NW CENTER OF HIGHWAY.
 EG0973
 EG0973                          STATION RECOVERY (2002)
 EG0973
 EG0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0973'OLD HWY 78 IS NOW HWY 178.
 EG0973' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0974 ***********************************************************************
 EG0974  DESIGNATION -  78 V 72
 EG0974  PID         -  EG0974
 EG0974  STATE/COUNTY-  MS/UNION
 EG0974  USGS QUAD   -  MYRTLE (1982)
 EG0974
 EG0974                         *CURRENT SURVEY CONTROL
 EG0974  ___________________________________________________________________
 EG0974* NAD 83(1986)-  34 32 51.     (N)    089 06 24.     (W)     SCALED    
 EG0974* NAVD 88     -       124.871  (meters)     409.68   (feet)  ADJUSTED  
 EG0974  ___________________________________________________________________
 EG0974  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EG0974  DYNAMIC HT  -         124.751 (meters)     409.29  (feet)  COMP
 EG0974  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EG0974
 EG0974  VERT ORDER  -  SECOND    CLASS 0
 EG0974
 EG0974.The horizontal coordinates were scaled from a topographic map and have
 EG0974.an estimated accuracy of +/- 6 seconds.
 EG0974
 EG0974.The orthometric height was determined by differential leveling
 EG0974.and adjusted in June 1991.
 EG0974
 EG0974.The geoid height was determined by GEOID03.
 EG0974
 EG0974.The dynamic height is computed by dividing the NAVD 88
 EG0974.geopotential number by the normal gravity value computed on the
 EG0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0974.degrees latitude (g = 980.6199 gals.).
 EG0974
 EG0974.The modeled gravity was interpolated from observed gravity values.
 EG0974
 EG0974;                    North         East    Units  Estimated Accuracy
 EG0974;SPC MS E     -   559,710.      274,910.      MT  (+/- 180 meters Scaled)
 EG0974
 EG0974                          SUPERSEDED SURVEY CONTROL
 EG0974
 EG0974  NGVD 29 (??/??/92)  124.849  (m)          409.61   (f) ADJ UNCH    2 0
 EG0974
 EG0974.Superseded values are not recommended for survey control.
 EG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0974.See file dsdata.txt to determine how the superseded data were derived.
 EG0974
 EG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD066248(NAD 83)
 EG0974_MARKER: DD = SURVEY DISK
 EG0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0974_STAMPING: 78V-72 1965
 EG0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0974+STABILITY: SURFACE MOTION
 EG0974
 EG0974  HISTORY     - Date     Condition        Report By
 EG0974  HISTORY     - 1965     MONUMENTED       MSHD
 EG0974  HISTORY     - 1966     GOOD             MSHD
 EG0974  HISTORY     - 1979     GOOD             MSHD
 EG0974  HISTORY     - 20020501 MARK NOT FOUND   USACE
 EG0974
 EG0974                          STATION DESCRIPTION
 EG0974
 EG0974'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0974'1.20 MI SE FROM MYRTLE.
 EG0974'TO REACH FROM THE POST OFFICE IN MYRTLE GO WEST ON MAIN STREET FOR
 EG0974'0.05 MILE, TURN LEFT SOUTH FOR 0.14 MILE TO HIGHWAY 78, TURN LEFT
 EG0974'SOUTHEAST ON U.S. 78 FOR 1.01 MILES TO THE MARK ON THE LEFT.  THE MARK
 EG0974'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 54.0
 EG0974'FEET NORTHWEST OF AN 18 INCH OAK TREE, 49.6 FEET NORTHEAST OF THE
 EG0974'CENTERLINE OF HIGHWAY 78, 3.4 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 EG0974'NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY
 EG0974'78, AND PROJECTS 3 INCHES.
 EG0974
 EG0974                          STATION RECOVERY (1979)
 EG0974
 EG0974'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0974'TO REACH FROM THE SCHOOL IN MYRTLE ON HWY 78, GO SE ON HWY 78 FOR
 EG0974'0.65 MILE TO THE MARK ON THE LEFT 29.0 FT NW OF A NEW POWER LINE
 EG0974'POLE.
 EG0974
 EG0974                          STATION RECOVERY (2002)
 EG0974
 EG0974'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0975 ***********************************************************************
 EG0975  DESIGNATION -  78 V 73
 EG0975  PID         -  EG0975
 EG0975  STATE/COUNTY-  MS/UNION
 EG0975  USGS QUAD   -  MYRTLE (1982)
 EG0975
 EG0975                         *CURRENT SURVEY CONTROL
 EG0975  ___________________________________________________________________
 EG0975* NAD 83(1986)-  34 33 42.     (N)    089 07 24.     (W)     SCALED    
 EG0975* NAVD 88     -       119.809  (meters)     393.07   (feet)  ADJUSTED  
 EG0975  ___________________________________________________________________
 EG0975  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EG0975  DYNAMIC HT  -         119.693 (meters)     392.69  (feet)  COMP
 EG0975  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EG0975
 EG0975  VERT ORDER  -  SECOND    CLASS 0
 EG0975
 EG0975.The horizontal coordinates were scaled from a topographic map and have
 EG0975.an estimated accuracy of +/- 6 seconds.
 EG0975
 EG0975.The orthometric height was determined by differential leveling
 EG0975.and adjusted in June 1991.
 EG0975
 EG0975.The geoid height was determined by GEOID03.
 EG0975
 EG0975.The dynamic height is computed by dividing the NAVD 88
 EG0975.geopotential number by the normal gravity value computed on the
 EG0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0975.degrees latitude (g = 980.6199 gals.).
 EG0975
 EG0975.The modeled gravity was interpolated from observed gravity values.
 EG0975
 EG0975;                    North         East    Units  Estimated Accuracy
 EG0975;SPC MS E     -   561,290.      273,390.      MT  (+/- 180 meters Scaled)
 EG0975
 EG0975                          SUPERSEDED SURVEY CONTROL
 EG0975
 EG0975  NGVD 29 (??/??/92)  119.787  (m)          393.00   (f) ADJ UNCH    2 0
 EG0975
 EG0975.Superseded values are not recommended for survey control.
 EG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0975.See file dsdata.txt to determine how the superseded data were derived.
 EG0975
 EG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD051264(NAD 83)
 EG0975_MARKER: DD = SURVEY DISK
 EG0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0975_STAMPING: 78V-73 1965
 EG0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0975+STABILITY: SURFACE MOTION
 EG0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0975+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003
 EG0975
 EG0975  HISTORY     - Date     Condition        Report By
 EG0975  HISTORY     - 1965     MONUMENTED       MSHD
 EG0975  HISTORY     - 1966     GOOD             MSHD
 EG0975  HISTORY     - 1979     GOOD             MSHD
 EG0975  HISTORY     - 20030929 GOOD             USACE
 EG0975  HISTORY     - 20080603 MARK NOT FOUND   MSDOT
 EG0975
 EG0975                          STATION DESCRIPTION
 EG0975
 EG0975'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0975'0.54 MI NW FROM MYRTLE.
 EG0975'TO REACH FROM THE POST OFFICE IN MYRTLE GO WEST ON MAIN STREET FOR .05
 EG0975'MILES, TURN LEFT SOUTH FOR 0.14 MILES TO HIGHWAY 78, TURN RIGHT
 EG0975'NORTHWEST ON U.S. 78 FOR 0.35 MILES TO A BUTANE TANK AND THE MARK ON
 EG0975'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG0975'CONCRETE POST.  IT IS 114.6 FEET NORTHEAST OF THE CENTERLINE OF
 EG0975'HIGHWAY 78, 20.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A BUTANE TANK,
 EG0975'20.0 FEET NORTHWEST OF A GRAVEL ROAD, 3.0 FEET SOUTHEAST OF A FENCE,
 EG0975'1.3 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 EG0975'HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG0975
 EG0975                          STATION RECOVERY (1979)
 EG0975
 EG0975'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0975'RECOVERED IN GOOD CONDITION.
 EG0975
 EG0975                          STATION RECOVERY (2003)
 EG0975
 EG0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0975'ONLY CONCRETE SUPPORTS REMAIN AT SITE, NO BUTANE TANK.
 EG0975
 EG0975                          STATION RECOVERY (2008)
 EG0975
 EG0975'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0976 ***********************************************************************
 EG0976  DESIGNATION -  78 V 74
 EG0976  PID         -  EG0976
 EG0976  STATE/COUNTY-  MS/UNION
 EG0976  USGS QUAD   -  HICKORY FLAT (1982)
 EG0976
 EG0976                         *CURRENT SURVEY CONTROL
 EG0976  ___________________________________________________________________
 EG0976* NAD 83(1986)-  34 34 24.     (N)    089 07 41.     (W)     SCALED    
 EG0976* NAVD 88     -       122.548  (meters)     402.06   (feet)  ADJUSTED  
 EG0976  ___________________________________________________________________
 EG0976  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EG0976  DYNAMIC HT  -         122.430 (meters)     401.67  (feet)  COMP
 EG0976  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 EG0976
 EG0976  VERT ORDER  -  SECOND    CLASS 0
 EG0976
 EG0976.The horizontal coordinates were scaled from a topographic map and have
 EG0976.an estimated accuracy of +/- 6 seconds.
 EG0976
 EG0976.The orthometric height was determined by differential leveling
 EG0976.and adjusted in June 1991.
 EG0976
 EG0976.The geoid height was determined by GEOID03.
 EG0976
 EG0976.The dynamic height is computed by dividing the NAVD 88
 EG0976.geopotential number by the normal gravity value computed on the
 EG0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0976.degrees latitude (g = 980.6199 gals.).
 EG0976
 EG0976.The modeled gravity was interpolated from observed gravity values.
 EG0976
 EG0976;                    North         East    Units  Estimated Accuracy
 EG0976;SPC MS E     -   562,580.      272,960.      MT  (+/- 180 meters Scaled)
 EG0976
 EG0976                          SUPERSEDED SURVEY CONTROL
 EG0976
 EG0976  NGVD 29 (??/??/92)  122.528  (m)          401.99   (f) ADJ UNCH    2 0
 EG0976
 EG0976.Superseded values are not recommended for survey control.
 EG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0976.See file dsdata.txt to determine how the superseded data were derived.
 EG0976
 EG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD047277(NAD 83)
 EG0976_MARKER: DD = SURVEY DISK
 EG0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0976_SP_SET: BRIDGE
 EG0976_STAMPING: 78V-74 1965
 EG0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0976+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 EG0976
 EG0976  HISTORY     - Date     Condition        Report By
 EG0976  HISTORY     - 1965     MONUMENTED       MSHD
 EG0976  HISTORY     - 1966     GOOD             MSHD
 EG0976  HISTORY     - 1979     GOOD             MSHD
 EG0976  HISTORY     - 20031002 GOOD             USACE
 EG0976  HISTORY     - 20080603 GOOD             MSDOT
 EG0976
 EG0976                          STATION DESCRIPTION
 EG0976
 EG0976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0976'1.54 MI NW FROM MYRTLE.
 EG0976'TO REACH FROM THE POST OFFICE IN MYRTLE GO WEST ON MAIN STREET FOR
 EG0976'0.05 MILES, TURN LEFT SOUTH FOR 0.14 MILES TO HIGHWAY 78, TURN RIGHT
 EG0976'NORTHWEST ON U.S. 78 FOR 0.35 MILES TO A BUTANE TANK ON THE RIGHT,
 EG0976'CONTINUE NORTHWEST FOR 1.00 MILES TO A CONCRETE BRIDGE AND THE MARK ON
 EG0976'THE NORTH CORNER OF THE BRIDGE.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0976'DRILLED HOLE.  IT IS 13.7 FEET NORTH OF THE CENTERLINE OF HIGHWAY 78,
 EG0976'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH
 EG0976'HIGHWAY 78.
 EG0976
 EG0976                          STATION RECOVERY (1979)
 EG0976
 EG0976'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0976'RECOVERED IN GOOD CONDITION.
 EG0976
 EG0976                          STATION RECOVERY (2003)
 EG0976
 EG0976'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0976'RECOVERED IN GOOD CONDITION.
 EG0976
 EG0976                          STATION RECOVERY (2008)
 EG0976
 EG0976'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0977 ***********************************************************************
 EG0977  DESIGNATION -  78 V 75
 EG0977  PID         -  EG0977
 EG0977  STATE/COUNTY-  MS/UNION
 EG0977  USGS QUAD   -  HICKORY FLAT (1982)
 EG0977
 EG0977                         *CURRENT SURVEY CONTROL
 EG0977  ___________________________________________________________________
 EG0977* NAD 83(1986)-  34 35 13.     (N)    089 08 01.     (W)     SCALED    
 EG0977* NAVD 88     -       133.285  (meters)     437.29   (feet)  ADJUSTED  
 EG0977  ___________________________________________________________________
 EG0977  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EG0977  DYNAMIC HT  -         133.157 (meters)     436.87  (feet)  COMP
 EG0977  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EG0977
 EG0977  VERT ORDER  -  SECOND    CLASS 0
 EG0977
 EG0977.The horizontal coordinates were scaled from a topographic map and have
 EG0977.an estimated accuracy of +/- 6 seconds.
 EG0977
 EG0977.The orthometric height was determined by differential leveling
 EG0977.and adjusted in June 1991.
 EG0977
 EG0977.The geoid height was determined by GEOID03.
 EG0977
 EG0977.The dynamic height is computed by dividing the NAVD 88
 EG0977.geopotential number by the normal gravity value computed on the
 EG0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0977.degrees latitude (g = 980.6199 gals.).
 EG0977
 EG0977.The modeled gravity was interpolated from observed gravity values.
 EG0977
 EG0977;                    North         East    Units  Estimated Accuracy
 EG0977;SPC MS E     -   564,090.      272,450.      MT  (+/- 180 meters Scaled)
 EG0977
 EG0977                          SUPERSEDED SURVEY CONTROL
 EG0977
 EG0977  NGVD 29 (??/??/92)  133.264  (m)          437.22   (f) ADJ UNCH    2 0
 EG0977
 EG0977.Superseded values are not recommended for survey control.
 EG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0977.See file dsdata.txt to determine how the superseded data were derived.
 EG0977
 EG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD043293(NAD 83)
 EG0977_MARKER: DD = SURVEY DISK
 EG0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0977_STAMPING: 78V-75 1965
 EG0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0977+STABILITY: SURFACE MOTION
 EG0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0977+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 EG0977
 EG0977  HISTORY     - Date     Condition        Report By
 EG0977  HISTORY     - 1965     MONUMENTED       MSHD
 EG0977  HISTORY     - 1966     GOOD             MSHD
 EG0977  HISTORY     - 20031002 GOOD             USACE
 EG0977  HISTORY     - 20080603 GOOD             MSDOT
 EG0977
 EG0977                          STATION DESCRIPTION
 EG0977
 EG0977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0977'2.54 MI NW FROM MYRTLE.
 EG0977'TO REACH FROM THE POST OFFICE IN MYRTLE GO WEST ON MAIN STREET FOR
 EG0977'0.05 MILES, TURN LEFT SOUTH FOR 0.14 MILES TO HIGHWAY 78, TURN RIGHT
 EG0977'NORTHWEST FOR 0.35 MILES TO A BUTANE TANK ON THE RIGHT, CONTINUE
 EG0977'NORTHWEST FOR 2.00 MILES TO A DRIVEWAY AND THE MARK ON THE LEFT.  THE
 EG0977'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT
 EG0977'IS 74.6 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 27.5 FEET
 EG0977'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 3.7 FEET SOUTH OF A POWER
 EG0977'POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL
 EG0977'OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0977
 EG0977                          STATION RECOVERY (2003)
 EG0977
 EG0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0977'RECOVERED IN GOOD CONDITION.
 EG0977
 EG0977                          STATION RECOVERY (2008)
 EG0977
 EG0977'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0979 ***********************************************************************
 EG0979  DESIGNATION -  78 V 77
 EG0979  PID         -  EG0979
 EG0979  STATE/COUNTY-  MS/BENTON
 EG0979  USGS QUAD   -  HICKORY FLAT (1982)
 EG0979
 EG0979                         *CURRENT SURVEY CONTROL
 EG0979  ___________________________________________________________________
 EG0979* NAD 83(1986)-  34 36 30.     (N)    089 08 48.     (W)     SCALED    
 EG0979* NAVD 88     -       150.556  (meters)     493.95   (feet)  ADJUSTED  
 EG0979  ___________________________________________________________________
 EG0979  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG0979  DYNAMIC HT  -         150.410 (meters)     493.47  (feet)  COMP
 EG0979  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EG0979
 EG0979  VERT ORDER  -  SECOND    CLASS 0
 EG0979
 EG0979.The horizontal coordinates were scaled from a topographic map and have
 EG0979.an estimated accuracy of +/- 6 seconds.
 EG0979
 EG0979.The orthometric height was determined by differential leveling
 EG0979.and adjusted in June 1991.
 EG0979
 EG0979.The geoid height was determined by GEOID03.
 EG0979
 EG0979.The dynamic height is computed by dividing the NAVD 88
 EG0979.geopotential number by the normal gravity value computed on the
 EG0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0979.degrees latitude (g = 980.6199 gals.).
 EG0979
 EG0979.The modeled gravity was interpolated from observed gravity values.
 EG0979
 EG0979;                    North         East    Units  Estimated Accuracy
 EG0979;SPC MS E     -   566,470.      271,260.      MT  (+/- 180 meters Scaled)
 EG0979
 EG0979                          SUPERSEDED SURVEY CONTROL
 EG0979
 EG0979  NGVD 29 (??/??/92)  150.534  (m)          493.88   (f) ADJ UNCH    2 0
 EG0979
 EG0979.Superseded values are not recommended for survey control.
 EG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0979.See file dsdata.txt to determine how the superseded data were derived.
 EG0979
 EG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD031317(NAD 83)
 EG0979_MARKER: DD = SURVEY DISK
 EG0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0979_SP_SET: BRIDGE
 EG0979_STAMPING: 78V-77 1965
 EG0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0979+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 EG0979
 EG0979  HISTORY     - Date     Condition        Report By
 EG0979  HISTORY     - 1965     MONUMENTED       MSHD
 EG0979  HISTORY     - 1966     GOOD             MSHD
 EG0979  HISTORY     - 20031002 GOOD             USACE
 EG0979  HISTORY     - 20080416 GOOD             MSDOT
 EG0979
 EG0979                          STATION DESCRIPTION
 EG0979
 EG0979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0979'2.50 MI SE FROM HICKORY FLAT.
 EG0979'TO REACH FROM THE INTERSECTION OF HIGHWAY 78, AND STATE HIGHWAYS 5 AND
 EG0979'2 IN HICKORY FLAT GO SOUTHEAST ON HIGHWAY 78 FOR 2.50 MILES TO A
 EG0979'CONCRETE BRIDGE OVER THE SAN FRANCISCO RAILROAD AND THE MARK IN THE
 EG0979'NORTHEAST CORNER OF THE BRIDGE.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0979'DRILLED HOLE.  IT IS 13.8 FEET EAST OF THE CENTERLINE OF HIGHWAY 78,
 EG0979'1.3 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT LEVEL WITH HIGHWAY
 EG0979'78.
 EG0979
 EG0979                          STATION RECOVERY (2003)
 EG0979
 EG0979'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0979'RECOVERED IN GOOD CONDITION.
 EG0979
 EG0979                          STATION RECOVERY (2008)
 EG0979
 EG0979'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0980 ***********************************************************************
 EG0980  DESIGNATION -  78 V 78
 EG0980  PID         -  EG0980
 EG0980  STATE/COUNTY-  MS/BENTON
 EG0980  USGS QUAD   -  HICKORY FLAT (1982)
 EG0980
 EG0980                         *CURRENT SURVEY CONTROL
 EG0980  ___________________________________________________________________
 EG0980* NAD 83(1986)-  34 36 49.     (N)    089 09 21.     (W)     SCALED    
 EG0980* NAVD 88     -       125.350  (meters)     411.25   (feet)  ADJUSTED  
 EG0980  ___________________________________________________________________
 EG0980  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EG0980  DYNAMIC HT  -         125.228 (meters)     410.85  (feet)  COMP
 EG0980  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EG0980
 EG0980  VERT ORDER  -  SECOND    CLASS 0
 EG0980
 EG0980.The horizontal coordinates were scaled from a topographic map and have
 EG0980.an estimated accuracy of +/- 6 seconds.
 EG0980
 EG0980.The orthometric height was determined by differential leveling
 EG0980.and adjusted in June 1991.
 EG0980
 EG0980.The geoid height was determined by GEOID03.
 EG0980
 EG0980.The dynamic height is computed by dividing the NAVD 88
 EG0980.geopotential number by the normal gravity value computed on the
 EG0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0980.degrees latitude (g = 980.6199 gals.).
 EG0980
 EG0980.The modeled gravity was interpolated from observed gravity values.
 EG0980
 EG0980;                    North         East    Units  Estimated Accuracy
 EG0980;SPC MS E     -   567,060.      270,420.      MT  (+/- 180 meters Scaled)
 EG0980
 EG0980                          SUPERSEDED SURVEY CONTROL
 EG0980
 EG0980  NGVD 29 (??/??/92)  125.329  (m)          411.18   (f) ADJ UNCH    2 0
 EG0980
 EG0980.Superseded values are not recommended for survey control.
 EG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0980.See file dsdata.txt to determine how the superseded data were derived.
 EG0980
 EG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD023323(NAD 83)
 EG0980_MARKER: DD = SURVEY DISK
 EG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0980_STAMPING: 78V-78 1965
 EG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0980+STABILITY: SURFACE MOTION
 EG0980
 EG0980  HISTORY     - Date     Condition        Report By
 EG0980  HISTORY     - 1965     MONUMENTED       MSHD
 EG0980  HISTORY     - 1966     GOOD             MSHD
 EG0980  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG0980  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0980
 EG0980                          STATION DESCRIPTION
 EG0980
 EG0980'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0980'1.60 MI SE FROM HICKORY FLAT.
 EG0980'TO REACH FROM THE INTERSECTION OF HIGHWAY 78, STATE HIGHWAYS 5 AND 2
 EG0980'IN HICKORY FLAT GO SOUTHEAST ON HIGHWAY 78 FOR 1.60 MILES TO THE MARK
 EG0980'ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND,
 EG0980'CONCRETE POST.  IT IS 99.3 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 EG0980'78, 3.8 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 EG0980'POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0980
 EG0980                          STATION RECOVERY (2003)
 EG0980
 EG0980'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0980'MARK NOT FOUND.
 EG0980
 EG0980                          STATION RECOVERY (2008)
 EG0980
 EG0980'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0980'MARK APPARENTLY DESTROYED BY HOME AND YARD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0981 ***********************************************************************
 EG0981  DESIGNATION -  78 V 79
 EG0981  PID         -  EG0981
 EG0981  STATE/COUNTY-  MS/BENTON
 EG0981  USGS QUAD   -  HICKORY FLAT (1982)
 EG0981
 EG0981                         *CURRENT SURVEY CONTROL
 EG0981  ___________________________________________________________________
 EG0981* NAD 83(1986)-  34 37 00.     (N)    089 10 18.     (W)     SCALED    
 EG0981* NAVD 88     -       125.097  (meters)     410.42   (feet)  ADJUSTED  
 EG0981  ___________________________________________________________________
 EG0981  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG0981  DYNAMIC HT  -         124.976 (meters)     410.03  (feet)  COMP
 EG0981  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 EG0981
 EG0981  VERT ORDER  -  SECOND    CLASS 0
 EG0981
 EG0981.The horizontal coordinates were scaled from a topographic map and have
 EG0981.an estimated accuracy of +/- 6 seconds.
 EG0981
 EG0981.The orthometric height was determined by differential leveling
 EG0981.and adjusted in June 1991.
 EG0981
 EG0981.The geoid height was determined by GEOID03.
 EG0981
 EG0981.The dynamic height is computed by dividing the NAVD 88
 EG0981.geopotential number by the normal gravity value computed on the
 EG0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0981.degrees latitude (g = 980.6199 gals.).
 EG0981
 EG0981.The modeled gravity was interpolated from observed gravity values.
 EG0981
 EG0981;                    North         East    Units  Estimated Accuracy
 EG0981;SPC MS E     -   567,400.      268,970.      MT  (+/- 180 meters Scaled)
 EG0981
 EG0981                          SUPERSEDED SURVEY CONTROL
 EG0981
 EG0981  NGVD 29 (??/??/92)  125.077  (m)          410.36   (f) ADJ UNCH    2 0
 EG0981
 EG0981.Superseded values are not recommended for survey control.
 EG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0981.See file dsdata.txt to determine how the superseded data were derived.
 EG0981
 EG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD008326(NAD 83)
 EG0981_MARKER: DD = SURVEY DISK
 EG0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0981_SP_SET: BRIDGE
 EG0981_STAMPING: 78V-79 1965
 EG0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0981+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 EG0981
 EG0981  HISTORY     - Date     Condition        Report By
 EG0981  HISTORY     - 1965     MONUMENTED       MSHD
 EG0981  HISTORY     - 1966     GOOD             MSHD
 EG0981  HISTORY     - 20031002 GOOD             USACE
 EG0981  HISTORY     - 20080416 GOOD             MSDOT
 EG0981
 EG0981                          STATION DESCRIPTION
 EG0981
 EG0981'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0981'0.71 MI SE FROM HICKORY FLAT.
 EG0981'TO REACH FROM THE INTERSECTION OF HIGHWAY 78 AND STATE HIGHWAY 5 AND 2
 EG0981'IN HICKORY FLAT GO SOUTHEAST ON HIGHWAY 78 FOR 0.71 MILES TO A
 EG0981'CONCRETE BRIDGE AND THE MARK IN THE NORTH END OF THE BRIDGE.  THE MARK
 EG0981'IS A DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS 13.8 FEET NORTHEAST
 EG0981'OF THE CENTERLINE OF HIGHWAY 78, 1 FOOT SOUTHEAST OF A METAL WITNESS
 EG0981'POST, AND ABOUT LEVEL WITH HIGHWAY 78.
 EG0981
 EG0981                          STATION RECOVERY (2003)
 EG0981
 EG0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0981'RECOVERED IN GOOD CONDITION.
 EG0981
 EG0981                          STATION RECOVERY (2008)
 EG0981
 EG0981'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0296 ***********************************************************************
 EG0296  DESIGNATION -  78 V 8
 EG0296  PID         -  EG0296
 EG0296  STATE/COUNTY-  MS/ITAWAMBA
 EG0296  USGS QUAD   -  TREMONT (1992)
 EG0296
 EG0296                         *CURRENT SURVEY CONTROL
 EG0296  ___________________________________________________________________
 EG0296* NAD 83(1986)-  34 14 56.     (N)    088 17 56.     (W)     SCALED    
 EG0296* NAVD 88     -       117.576  (meters)     385.75   (feet)  ADJUSTED  
 EG0296  ___________________________________________________________________
 EG0296  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0296  DYNAMIC HT  -         117.457 (meters)     385.36  (feet)  COMP
 EG0296  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 EG0296
 EG0296  VERT ORDER  -  SECOND    CLASS 0
 EG0296
 EG0296.The horizontal coordinates were scaled from a topographic map and have
 EG0296.an estimated accuracy of +/- 6 seconds.
 EG0296
 EG0296.The orthometric height was determined by differential leveling
 EG0296.and adjusted in June 1991.
 EG0296
 EG0296.The geoid height was determined by GEOID03.
 EG0296
 EG0296.The dynamic height is computed by dividing the NAVD 88
 EG0296.geopotential number by the normal gravity value computed on the
 EG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0296.degrees latitude (g = 980.6199 gals.).
 EG0296
 EG0296.The modeled gravity was interpolated from observed gravity values.
 EG0296
 EG0296;                    North         East    Units  Estimated Accuracy
 EG0296;SPC MS E     -   526,680.      349,230.      MT  (+/- 180 meters Scaled)
 EG0296
 EG0296                          SUPERSEDED SURVEY CONTROL
 EG0296
 EG0296  NGVD 29 (??/??/??)  117.52   (m)          385.6    (f) RESET       3  
 EG0296
 EG0296.Superseded values are not recommended for survey control.
 EG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0296.See file dsdata.txt to determine how the superseded data were derived.
 EG0296
 EG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC803905(NAD 83)
 EG0296_MARKER: DD = SURVEY DISK
 EG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0296_STAMPING: 78V-8 1965
 EG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0296+STABILITY: SURFACE MOTION
 EG0296
 EG0296  HISTORY     - Date     Condition        Report By
 EG0296  HISTORY     - 1965     MONUMENTED       MSHD
 EG0296  HISTORY     - 1978     GOOD             MSHD
 EG0296
 EG0296                          STATION DESCRIPTION
 EG0296
 EG0296'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0296'2.55 MI W FROM TREMONT.
 EG0296'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TREMONT GO WEST ON U.
 EG0296'S. HIGHWAY 78 FOR 2.55 MILES TO A BLACKTOP ROAD ON THE LEFT AND THE
 EG0296'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0296'ROUND, CONCRETE POST.  IT IS 47 FEET SOUTH OF THE CENTERLINE OF THE
 EG0296'HIGHWAY, 51 FEET EAST OF THE CENTER OF A BLACKTOP ROAD LEADING SOUTH
 EG0296'TO NITA LAKE, 3.5 FEET EAST OF THE NORTH END OF A HAMILTON ALA. HOTEL
 EG0296'SIGN, 1.5 FEET WEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 EG0296'HIGHWAY AND FLUSH WITH THE GROUND.
 EG0296
 EG0296                          STATION RECOVERY (1978)
 EG0296
 EG0296'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0296'THE MARK IS LOCATED 2.3 MILES WEST OF TREMONT IN THE SOUTHEAST ANGLE
 EG0296'OF THE JUNCTION OF A BLACK TOP ROAD IN THE NORTHEAST CORNER OF
 EG0296'SECTION 1, T 10S, R 9E. IT IS 48 FEET SOUTHWEST OF THE CENTER OF
 EG0296'HIGHWAY 78, 57.5 FEET SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD, 46
 EG0296'FEET NORTHWEST OF THE NORTH ONE OF THREE POWER POLES, 14.5 FEET
 EG0296'EAST-NORTHEAST OF THE NORTHEAST POST OF A SIGN, 1.5 FEET NORTHWEST OF
 EG0296'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6
 EG0296'INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 EG0296'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78
 EG0296'JUST EAST OF THE POST OFFICE IN TREMONT GO WEST ON U.S. HIGHWAY 78
 EG0296'FOR 2.3 MILES TO A SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0982 ***********************************************************************
 EG0982  DESIGNATION -  78 V 80
 EG0982  PID         -  EG0982
 EG0982  STATE/COUNTY-  MS/BENTON
 EG0982  USGS QUAD   -  HICKORY FLAT (1982)
 EG0982
 EG0982                         *CURRENT SURVEY CONTROL
 EG0982  ___________________________________________________________________
 EG0982* NAD 83(1986)-  34 37 05.     (N)    089 11 16.     (W)     SCALED    
 EG0982* NAVD 88     -       130.491  (meters)     428.12   (feet)  ADJUSTED  
 EG0982  ___________________________________________________________________
 EG0982  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG0982  DYNAMIC HT  -         130.364 (meters)     427.70  (feet)  COMP
 EG0982  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 EG0982
 EG0982  VERT ORDER  -  SECOND    CLASS 0
 EG0982
 EG0982.The horizontal coordinates were scaled from a topographic map and have
 EG0982.an estimated accuracy of +/- 6 seconds.
 EG0982
 EG0982.The orthometric height was determined by differential leveling
 EG0982.and adjusted in June 1991.
 EG0982
 EG0982.The geoid height was determined by GEOID03.
 EG0982
 EG0982.The dynamic height is computed by dividing the NAVD 88
 EG0982.geopotential number by the normal gravity value computed on the
 EG0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0982.degrees latitude (g = 980.6199 gals.).
 EG0982
 EG0982.The modeled gravity was interpolated from observed gravity values.
 EG0982
 EG0982;                    North         East    Units  Estimated Accuracy
 EG0982;SPC MS E     -   567,560.      267,500.      MT  (+/- 180 meters Scaled)
 EG0982
 EG0982                          SUPERSEDED SURVEY CONTROL
 EG0982
 EG0982  NGVD 29 (??/??/92)  130.471  (m)          428.05   (f) ADJ UNCH    2 0
 EG0982
 EG0982.Superseded values are not recommended for survey control.
 EG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0982.See file dsdata.txt to determine how the superseded data were derived.
 EG0982
 EG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD994328(NAD 83)
 EG0982_MARKER: DD = SURVEY DISK
 EG0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0982_STAMPING: 78V-80 1965
 EG0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0982+STABILITY: SURFACE MOTION
 EG0982
 EG0982  HISTORY     - Date     Condition        Report By
 EG0982  HISTORY     - 1965     MONUMENTED       MSHD
 EG0982  HISTORY     - 1966     GOOD             MSHD
 EG0982  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0982  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0982
 EG0982                          STATION DESCRIPTION
 EG0982
 EG0982'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0982'0.18 MI NW FROM HICKORY FLAT.
 EG0982'TO REACH FROM THE INTERSECTION OF HIGHWAY 78, STATE HIGHWAY 5 AND 2 IN
 EG0982'HICKORY FLAT GO NORTHWEST ON HIGHWAY 78 FOR 0.18 MILES TO A CROSSROADS
 EG0982'AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12
 EG0982'INCH ROUND, CONCRETE POST.  IT IS 62.4 FEET NORTHEAST OF THE
 EG0982'CENTERLINE OF HIGHWAY 78, 31.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 EG0982'SMALL METAL HOUSE, 17.5 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1.3
 EG0982'FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF
 EG0982'HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0982
 EG0982                          STATION RECOVERY (1977)
 EG0982
 EG0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0982'MARK NOT FOUND.
 EG0982
 EG0982                          STATION RECOVERY (2008)
 EG0982
 EG0982'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0982'APPARENTLY DESTROYED BY HIGHWAY 78 RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0983 ***********************************************************************
 EG0983  DESIGNATION -  78 V 81
 EG0983  PID         -  EG0983
 EG0983  STATE/COUNTY-  MS/BENTON
 EG0983  USGS QUAD   -  HICKORY FLAT (1982)
 EG0983
 EG0983                         *CURRENT SURVEY CONTROL
 EG0983  ___________________________________________________________________
 EG0983* NAD 83(1986)-  34 37 05.     (N)    089 12 13.     (W)     SCALED    
 EG0983* NAVD 88     -       130.440  (meters)     427.95   (feet)  ADJUSTED  
 EG0983  ___________________________________________________________________
 EG0983  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG0983  DYNAMIC HT  -         130.314 (meters)     427.54  (feet)  COMP
 EG0983  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EG0983
 EG0983  VERT ORDER  -  SECOND    CLASS 0
 EG0983
 EG0983.The horizontal coordinates were scaled from a topographic map and have
 EG0983.an estimated accuracy of +/- 6 seconds.
 EG0983
 EG0983.The orthometric height was determined by differential leveling
 EG0983.and adjusted in June 1991.
 EG0983
 EG0983.The geoid height was determined by GEOID03.
 EG0983
 EG0983.The dynamic height is computed by dividing the NAVD 88
 EG0983.geopotential number by the normal gravity value computed on the
 EG0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0983.degrees latitude (g = 980.6199 gals.).
 EG0983
 EG0983.The modeled gravity was interpolated from observed gravity values.
 EG0983
 EG0983;                    North         East    Units  Estimated Accuracy
 EG0983;SPC MS E     -   567,570.      266,040.      MT  (+/- 180 meters Scaled)
 EG0983
 EG0983                          SUPERSEDED SURVEY CONTROL
 EG0983
 EG0983  NGVD 29 (??/??/92)  130.422  (m)          427.89   (f) ADJ UNCH    2 0
 EG0983
 EG0983.Superseded values are not recommended for survey control.
 EG0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0983.See file dsdata.txt to determine how the superseded data were derived.
 EG0983
 EG0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD979328(NAD 83)
 EG0983_MARKER: DD = SURVEY DISK
 EG0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0983_STAMPING: 78V-81 1965
 EG0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0983+STABILITY: SURFACE MOTION
 EG0983
 EG0983  HISTORY     - Date     Condition        Report By
 EG0983  HISTORY     - 1965     MONUMENTED       MSHD
 EG0983  HISTORY     - 1966     GOOD             MSHD
 EG0983  HISTORY     - 20000325 MARK NOT FOUND   NGS
 EG0983  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0983
 EG0983                          STATION DESCRIPTION
 EG0983
 EG0983'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0983'1.13 MI NW FROM HICKORY FLAT.
 EG0983'TO REACH FROM THE INTERSECTION OF HIGHWAY 78 AND STATE HIGHWAY 5 AND 2
 EG0983'IN HICKORY FLAT GO NORTHWEST ON HIGHWAY 78 FOR 1.08 MILES TO A
 EG0983'CROSSROADS, CONTINUE NORTHWEST FOR .05 MILES TO THE MARK ON THE RIGHT.
 EG0983'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 EG0983'IT IS 46.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 5.2 FEET
 EG0983'EAST OF A 6 INCH PINE, 2.1 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST
 EG0983'OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF HIGHWAY 78, AND
 EG0983'PROJECTS 4 INCHES.
 EG0983
 EG0983                          STATION RECOVERY (2000)
 EG0983
 EG0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG0983'MOST LIKELY DESTROYED BY HIGHWAY RECONSTRUCTION.
 EG0983
 EG0983                          STATION RECOVERY (2008)
 EG0983
 EG0983'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0983'DESTROYED BY CONSTRUCTION OF NEW RAMP FROM HIGHWAY 78.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0984 ***********************************************************************
 EG0984  DESIGNATION -  78 V 82
 EG0984  PID         -  EG0984
 EG0984  STATE/COUNTY-  MS/BENTON
 EG0984  USGS QUAD   -  HICKORY FLAT (1982)
 EG0984
 EG0984                         *CURRENT SURVEY CONTROL
 EG0984  ___________________________________________________________________
 EG0984* NAD 83(1986)-  34 37 05.     (N)    089 12 58.     (W)     SCALED    
 EG0984* NAVD 88     -       118.240  (meters)     387.93   (feet)  ADJUSTED  
 EG0984  ___________________________________________________________________
 EG0984  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EG0984  DYNAMIC HT  -         118.126 (meters)     387.55  (feet)  COMP
 EG0984  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EG0984
 EG0984  VERT ORDER  -  SECOND    CLASS 0
 EG0984
 EG0984.The horizontal coordinates were scaled from a topographic map and have
 EG0984.an estimated accuracy of +/- 6 seconds.
 EG0984
 EG0984.The orthometric height was determined by differential leveling
 EG0984.and adjusted in June 1991.
 EG0984
 EG0984.The geoid height was determined by GEOID03.
 EG0984
 EG0984.The dynamic height is computed by dividing the NAVD 88
 EG0984.geopotential number by the normal gravity value computed on the
 EG0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0984.degrees latitude (g = 980.6199 gals.).
 EG0984
 EG0984.The modeled gravity was interpolated from observed gravity values.
 EG0984
 EG0984;                    North         East    Units  Estimated Accuracy
 EG0984;SPC MS E     -   567,570.      264,900.      MT  (+/- 180 meters Scaled)
 EG0984
 EG0984                          SUPERSEDED SURVEY CONTROL
 EG0984
 EG0984  NGVD 29 (??/??/92)  118.223  (m)          387.87   (f) ADJ UNCH    2 0
 EG0984
 EG0984.Superseded values are not recommended for survey control.
 EG0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0984.See file dsdata.txt to determine how the superseded data were derived.
 EG0984
 EG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD968329(NAD 83)
 EG0984_MARKER: DD = SURVEY DISK
 EG0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0984_STAMPING: 78V-82 1965
 EG0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0984+STABILITY: SURFACE MOTION
 EG0984
 EG0984  HISTORY     - Date     Condition        Report By
 EG0984  HISTORY     - 1965     MONUMENTED       MSHD
 EG0984  HISTORY     - 1966     GOOD             MSHD
 EG0984  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0984  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0984
 EG0984                          STATION DESCRIPTION
 EG0984
 EG0984'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0984'1.83 MI NW FROM HICKORY FLAT.
 EG0984'TO REACH FROM THE INTERSECTION OF HIGHWAY 78 AND STATE HIGHWAY 5 AND 2
 EG0984'IN HICKORY FLAT GO NORTHWEST ON HIGHWAY 78 FOR 1.08 MILES TO A
 EG0984'CROSSROADS, CONTINUE NORTHWEST FOR 0.75 MILES TO A SMALL ROAD SIDE
 EG0984'PARK AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0984'12 INCH ROUND, CONCRETE POST.  IT IS 48.5 FEET SOUTHWEST OF THE
 EG0984'CENTERLINE OF HIGHWAY 78, 7.5 FEET SOUTH OF A 10 INCH PINE TREE, 3.9
 EG0984'FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET
 EG0984'BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG0984
 EG0984                          STATION RECOVERY (1977)
 EG0984
 EG0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0984'MARK NOT FOUND.
 EG0984
 EG0984                          STATION RECOVERY (2008)
 EG0984
 EG0984'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0984'THE PARK IS NO LONGER PRESENT AND THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0985 ***********************************************************************
 EG0985  DESIGNATION -  78 V 83
 EG0985  PID         -  EG0985
 EG0985  STATE/COUNTY-  MS/BENTON
 EG0985  USGS QUAD   -  HICKORY FLAT (1982)
 EG0985
 EG0985                         *CURRENT SURVEY CONTROL
 EG0985  ___________________________________________________________________
 EG0985* NAD 83(1986)-  34 37 11.     (N)    089 13 44.     (W)     SCALED    
 EG0985* NAVD 88     -       113.523  (meters)     372.45   (feet)  ADJUSTED  
 EG0985  ___________________________________________________________________
 EG0985  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EG0985  DYNAMIC HT  -         113.413 (meters)     372.09  (feet)  COMP
 EG0985  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EG0985
 EG0985  VERT ORDER  -  SECOND    CLASS 0
 EG0985
 EG0985.The horizontal coordinates were scaled from a topographic map and have
 EG0985.an estimated accuracy of +/- 6 seconds.
 EG0985
 EG0985.The orthometric height was determined by differential leveling
 EG0985.and adjusted in June 1991.
 EG0985
 EG0985.The geoid height was determined by GEOID03.
 EG0985
 EG0985.The dynamic height is computed by dividing the NAVD 88
 EG0985.geopotential number by the normal gravity value computed on the
 EG0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0985.degrees latitude (g = 980.6199 gals.).
 EG0985
 EG0985.The modeled gravity was interpolated from observed gravity values.
 EG0985
 EG0985;                    North         East    Units  Estimated Accuracy
 EG0985;SPC MS E     -   567,760.      263,730.      MT  (+/- 180 meters Scaled)
 EG0985
 EG0985                          SUPERSEDED SURVEY CONTROL
 EG0985
 EG0985  NGVD 29 (??/??/92)  113.507  (m)          372.40   (f) ADJ UNCH    2 0
 EG0985
 EG0985.Superseded values are not recommended for survey control.
 EG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0985.See file dsdata.txt to determine how the superseded data were derived.
 EG0985
 EG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD956331(NAD 83)
 EG0985_MARKER: DD = SURVEY DISK
 EG0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0985_STAMPING: 78V-83 1965
 EG0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0985+STABILITY: SURFACE MOTION
 EG0985
 EG0985  HISTORY     - Date     Condition        Report By
 EG0985  HISTORY     - 1965     MONUMENTED       MSHD
 EG0985  HISTORY     - 1966     GOOD             MSHD
 EG0985  HISTORY     - 20000325 MARK NOT FOUND   NGS
 EG0985  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0985
 EG0985                          STATION DESCRIPTION
 EG0985
 EG0985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0985'2.56 MI NW FROM HICKORY FLAT.
 EG0985'TO REACH FROM THE INTERSECTION OF HIGHWAY 78, AND STATE HIGHWAYS 5 AND
 EG0985'2 IN HICKORY FLAT GO NORTHWEST FOR 1.08 MILES TO A CROSSROADS,
 EG0985'CONTINUE NORTHWEST FOR 1.48 MILES TO THE MARK ON THE LEFT.  THE MARK
 EG0985'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS
 EG0985'49.8 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 47.7 FEET
 EG0985'NORTHEAST OF THE NORTHEAST RAIL OF THE SAN FRANCISCO RAILROAD, 3.1
 EG0985'FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1.2 FEET SOUTHEAST OF A METAL
 EG0985'WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 4
 EG0985'INCHES.
 EG0985
 EG0985                          STATION RECOVERY (2000)
 EG0985
 EG0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG0985'MOST LIKELY DESTROYED BY HIGHWAY RECONSTRUCTION.
 EG0985
 EG0985                          STATION RECOVERY (2008)
 EG0985
 EG0985'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0985'APPARENTLY DESTROYED BY HIGHWAY 178 ROW MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0986 ***********************************************************************
 EG0986  DESIGNATION -  78 V 84
 EG0986  PID         -  EG0986
 EG0986  STATE/COUNTY-  MS/BENTON
 EG0986  USGS QUAD   -  POTTS CAMP (1982)
 EG0986
 EG0986                         *CURRENT SURVEY CONTROL
 EG0986  ___________________________________________________________________
 EG0986* NAD 83(1986)-  34 37 32.     (N)    089 15 17.     (W)     SCALED    
 EG0986* NAVD 88     -       109.771  (meters)     360.14   (feet)  ADJUSTED  
 EG0986  ___________________________________________________________________
 EG0986  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EG0986  DYNAMIC HT  -         109.665 (meters)     359.79  (feet)  COMP
 EG0986  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EG0986
 EG0986  VERT ORDER  -  SECOND    CLASS 0
 EG0986
 EG0986.The horizontal coordinates were scaled from a topographic map and have
 EG0986.an estimated accuracy of +/- 6 seconds.
 EG0986
 EG0986.The orthometric height was determined by differential leveling
 EG0986.and adjusted in June 1991.
 EG0986
 EG0986.The geoid height was determined by GEOID03.
 EG0986
 EG0986.The dynamic height is computed by dividing the NAVD 88
 EG0986.geopotential number by the normal gravity value computed on the
 EG0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0986.degrees latitude (g = 980.6199 gals.).
 EG0986
 EG0986.The modeled gravity was interpolated from observed gravity values.
 EG0986
 EG0986;                    North         East    Units  Estimated Accuracy
 EG0986;SPC MS E     -   568,420.      261,360.      MT  (+/- 180 meters Scaled)
 EG0986
 EG0986                          SUPERSEDED SURVEY CONTROL
 EG0986
 EG0986  NGVD 29 (??/??/92)  109.753  (m)          360.08   (f) ADJ UNCH    2 0
 EG0986
 EG0986.Superseded values are not recommended for survey control.
 EG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0986.See file dsdata.txt to determine how the superseded data were derived.
 EG0986
 EG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD933338(NAD 83)
 EG0986_MARKER: DD = SURVEY DISK
 EG0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0986_STAMPING: 78V-84 1965
 EG0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0986+STABILITY: SURFACE MOTION
 EG0986
 EG0986  HISTORY     - Date     Condition        Report By
 EG0986  HISTORY     - 1965     MONUMENTED       MSHD
 EG0986  HISTORY     - 1966     GOOD             MSHD
 EG0986  HISTORY     - 20030930 MARK NOT FOUND   USACE
 EG0986  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0986
 EG0986                          STATION DESCRIPTION
 EG0986
 EG0986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0986'4.25 MI NW FROM HICKORY FLAT.
 EG0986'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 78, STATE HIGHWAYS 5
 EG0986'AND 2 IN HICKORY FLAT GO NORTHWEST ON HIGHWAY 78 FOR 1.08 MILES TO A
 EG0986'CROSSROADS, CONTINUE NORTHWEST FOR 3.17 MILES TO THE MARK ON THE LEFT.
 EG0986'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 EG0986'IT IS 62.1 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 24.8 FEET
 EG0986'NORTHEAST OF A STEEL BOX ON THE SAN FRANCISCO RAILROAD, 3.0 FEET EAST
 EG0986'OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 EG0986'WITH HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0986
 EG0986                          STATION RECOVERY (2003)
 EG0986
 EG0986'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0986'MARK NOT FOUND.
 EG0986
 EG0986                          STATION RECOVERY (2008)
 EG0986
 EG0986'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0986'APPARENTLY DESTROYED BY HIGHWAY 178 ROW MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0987 ***********************************************************************
 EG0987  DESIGNATION -  78 V 85
 EG0987  PID         -  EG0987
 EG0987  STATE/COUNTY-  MS/BENTON
 EG0987  USGS QUAD   -  POTTS CAMP (1982)
 EG0987
 EG0987                         *CURRENT SURVEY CONTROL
 EG0987  ___________________________________________________________________
 EG0987* NAD 83(1986)-  34 37 45.     (N)    089 16 06.     (W)     SCALED    
 EG0987* NAVD 88     -       108.956  (meters)     357.47   (feet)  ADJUSTED  
 EG0987  ___________________________________________________________________
 EG0987  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EG0987  DYNAMIC HT  -         108.851 (meters)     357.12  (feet)  COMP
 EG0987  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 EG0987
 EG0987  VERT ORDER  -  SECOND    CLASS 0
 EG0987
 EG0987.The horizontal coordinates were scaled from a topographic map and have
 EG0987.an estimated accuracy of +/- 6 seconds.
 EG0987
 EG0987.The orthometric height was determined by differential leveling
 EG0987.and adjusted in June 1991.
 EG0987
 EG0987.The geoid height was determined by GEOID03.
 EG0987
 EG0987.The dynamic height is computed by dividing the NAVD 88
 EG0987.geopotential number by the normal gravity value computed on the
 EG0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0987.degrees latitude (g = 980.6199 gals.).
 EG0987
 EG0987.The modeled gravity was interpolated from observed gravity values.
 EG0987
 EG0987;                    North         East    Units  Estimated Accuracy
 EG0987;SPC MS E     -   568,820.      260,110.      MT  (+/- 180 meters Scaled)
 EG0987
 EG0987                          SUPERSEDED SURVEY CONTROL
 EG0987
 EG0987  NGVD 29 (??/??/92)  108.935  (m)          357.40   (f) ADJ UNCH    2 0
 EG0987
 EG0987.Superseded values are not recommended for survey control.
 EG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0987.See file dsdata.txt to determine how the superseded data were derived.
 EG0987
 EG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD920342(NAD 83)
 EG0987_MARKER: DD = SURVEY DISK
 EG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0987_STAMPING: 78V-85 1965
 EG0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0987+STABILITY: SURFACE MOTION
 EG0987
 EG0987  HISTORY     - Date     Condition        Report By
 EG0987  HISTORY     - 1965     MONUMENTED       MSHD
 EG0987  HISTORY     - 1966     GOOD             MSHD
 EG0987  HISTORY     - 20030930 MARK NOT FOUND   USACE
 EG0987  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0987
 EG0987                          STATION DESCRIPTION
 EG0987
 EG0987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0987'2.30 MI SE FROM POTTS CAMP.
 EG0987'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO SOUTHEAST ON
 EG0987'HIGHWAY 78 FOR 0.34 MILES TO THE BENTON AND MARSHALL COUNTY LINE,
 EG0987'CONTINUE SOUTHEAST FOR 1.96 MILES TO THE MARK ON THE LEFT.  THE MARK
 EG0987'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS
 EG0987'37.8 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 1 FOOT NORTHWEST
 EG0987'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 5
 EG0987'INCHES.
 EG0987
 EG0987                          STATION RECOVERY (2003)
 EG0987
 EG0987'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0987'MARK NOT FOUND.
 EG0987
 EG0987                          STATION RECOVERY (2008)
 EG0987
 EG0987'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0987'APPARENTLY DESTROYED BY HIGHWAY 178 RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0988 ***********************************************************************
 EG0988  DESIGNATION -  78 V 86
 EG0988  PID         -  EG0988
 EG0988  STATE/COUNTY-  MS/BENTON
 EG0988  USGS QUAD   -  POTTS CAMP (1982)
 EG0988
 EG0988                         *CURRENT SURVEY CONTROL
 EG0988  ___________________________________________________________________
 EG0988* NAD 83(1986)-  34 38 06.     (N)    089 16 57.     (W)     SCALED    
 EG0988* NAVD 88     -       113.898  (meters)     373.68   (feet)  ADJUSTED  
 EG0988  ___________________________________________________________________
 EG0988  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG0988  DYNAMIC HT  -         113.788 (meters)     373.32  (feet)  COMP
 EG0988  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 EG0988
 EG0988  VERT ORDER  -  SECOND    CLASS 0
 EG0988
 EG0988.The horizontal coordinates were scaled from a topographic map and have
 EG0988.an estimated accuracy of +/- 6 seconds.
 EG0988
 EG0988.The orthometric height was determined by differential leveling
 EG0988.and adjusted in June 1991.
 EG0988
 EG0988.The geoid height was determined by GEOID03.
 EG0988
 EG0988.The dynamic height is computed by dividing the NAVD 88
 EG0988.geopotential number by the normal gravity value computed on the
 EG0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0988.degrees latitude (g = 980.6199 gals.).
 EG0988
 EG0988.The modeled gravity was interpolated from observed gravity values.
 EG0988
 EG0988;                    North         East    Units  Estimated Accuracy
 EG0988;SPC MS E     -   569,480.      258,820.      MT  (+/- 180 meters Scaled)
 EG0988
 EG0988                          SUPERSEDED SURVEY CONTROL
 EG0988
 EG0988  NGVD 29 (??/??/92)  113.873  (m)          373.60   (f) ADJ UNCH    2 0
 EG0988
 EG0988.Superseded values are not recommended for survey control.
 EG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0988.See file dsdata.txt to determine how the superseded data were derived.
 EG0988
 EG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD907349(NAD 83)
 EG0988_MARKER: DD = SURVEY DISK
 EG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0988_STAMPING: 78V-86 1965
 EG0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0988+STABILITY: SURFACE MOTION
 EG0988
 EG0988  HISTORY     - Date     Condition        Report By
 EG0988  HISTORY     - 1965     MONUMENTED       MSHD
 EG0988  HISTORY     - 1966     GOOD             MSHD
 EG0988  HISTORY     - 20030930 MARK NOT FOUND   USACE
 EG0988  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG0988
 EG0988                          STATION DESCRIPTION
 EG0988
 EG0988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0988'1.30 MI SE FROM POTTS CAMP.
 EG0988'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO SOUTHEAST ON
 EG0988'HIGHWAY 78 FOR 0.34 MILE TO THE BENTON AND MARSHALL COUNTY LINE,
 EG0988'CONTINUE SOUTHEAST FOR 0.96 MILE TO THE MARK ON THE LEFT.  THE MARK IS
 EG0988'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 38 FEET
 EG0988'WEST OF A 12 INCH PINE, 145 FEET NORTHWEST OF CENTERLINE OF GRAVEL
 EG0988'ROAD LEADING NORTH, 60.8 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 EG0988'78, 11.8 FEET NORTHEAST OF A POWER POLE, 2.4 FEET EAST OF A BEAR CREEK
 EG0988'CAMPGROUND SIGN, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 5 FEET
 EG0988'ABOVE THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0988
 EG0988                          STATION RECOVERY (2003)
 EG0988
 EG0988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0988'MARK NOT FOUND.
 EG0988
 EG0988                          STATION RECOVERY (2008)
 EG0988
 EG0988'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0988'APPARENTLY DESTROYED BY HOME AND YARD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0990 ***********************************************************************
 EG0990  DESIGNATION -  78 V 87
 EG0990  PID         -  EG0990
 EG0990  STATE/COUNTY-  MS/MARSHALL
 EG0990  USGS QUAD   -  POTTS CAMP (1982)
 EG0990
 EG0990                         *CURRENT SURVEY CONTROL
 EG0990  ___________________________________________________________________
 EG0990* NAD 83(1986)-  34 39 32.     (N)    089 18 47.     (W)     SCALED    
 EG0990* NAVD 88     -       109.681  (meters)     359.85   (feet)  ADJUSTED  
 EG0990  ___________________________________________________________________
 EG0990  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EG0990  DYNAMIC HT  -         109.575 (meters)     359.50  (feet)  COMP
 EG0990  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 EG0990
 EG0990  VERT ORDER  -  SECOND    CLASS 0
 EG0990
 EG0990.The horizontal coordinates were scaled from a topographic map and have
 EG0990.an estimated accuracy of +/- 6 seconds.
 EG0990
 EG0990.The orthometric height was determined by differential leveling
 EG0990.and adjusted in June 1991.
 EG0990
 EG0990.The geoid height was determined by GEOID03.
 EG0990
 EG0990.The dynamic height is computed by dividing the NAVD 88
 EG0990.geopotential number by the normal gravity value computed on the
 EG0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0990.degrees latitude (g = 980.6199 gals.).
 EG0990
 EG0990.The modeled gravity was interpolated from observed gravity values.
 EG0990
 EG0990;                    North         East    Units  Estimated Accuracy
 EG0990;SPC MS E     -   572,140.      256,030.      MT  (+/- 180 meters Scaled)
 EG0990
 EG0990                          SUPERSEDED SURVEY CONTROL
 EG0990
 EG0990  NGVD 29 (??/??/92)  109.648  (m)          359.74   (f) ADJ UNCH    2 0
 EG0990
 EG0990.Superseded values are not recommended for survey control.
 EG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0990.See file dsdata.txt to determine how the superseded data were derived.
 EG0990
 EG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD880376(NAD 83)
 EG0990_MARKER: DD = SURVEY DISK
 EG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0990_STAMPING: 78V-87 1965
 EG0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0990+STABILITY: SURFACE MOTION
 EG0990
 EG0990  HISTORY     - Date     Condition        Report By
 EG0990  HISTORY     - 1965     MONUMENTED       MSHD
 EG0990  HISTORY     - 1966     GOOD             MSHD
 EG0990  HISTORY     - 20030930 MARK NOT FOUND   USACE
 EG0990
 EG0990                          STATION DESCRIPTION
 EG0990
 EG0990'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0990'1.17 MI NW FROM POTTS CAMP.
 EG0990'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON
 EG0990'U.S. HIGHWAY 78 FOR 1.17 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 EG0990'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 100.5
 EG0990'FEET EAST OF A POWER POLE, 89.7 FEET NORTHEAST OF THE CENTERLINE OF
 EG0990'U.S. HIGHWAY 78, 12.3 FEET EAST OF A 4 INCH OAK TREE, 1 FOOT NORTHWEST
 EG0990'OF A METAL WITNESS POST, 12 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78,
 EG0990'AND PROJECTS 4 INCHES.
 EG0990
 EG0990                          STATION RECOVERY (2003)
 EG0990
 EG0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0991 ***********************************************************************
 EG0991  DESIGNATION -  78 V 89
 EG0991  PID         -  EG0991
 EG0991  STATE/COUNTY-  MS/MARSHALL
 EG0991  USGS QUAD   -  POTTS CAMP (1982)
 EG0991
 EG0991                         *CURRENT SURVEY CONTROL
 EG0991  ___________________________________________________________________
 EG0991* NAD 83(1986)-  34 40 03.     (N)    089 19 05.     (W)     SCALED    
 EG0991* NAVD 88     -        99.308  (meters)     325.81   (feet)  ADJUSTED  
 EG0991  ___________________________________________________________________
 EG0991  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG0991  DYNAMIC HT  -          99.212 (meters)     325.50  (feet)  COMP
 EG0991  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EG0991
 EG0991  VERT ORDER  -  SECOND    CLASS 0
 EG0991
 EG0991.The horizontal coordinates were scaled from a topographic map and have
 EG0991.an estimated accuracy of +/- 6 seconds.
 EG0991
 EG0991.The orthometric height was determined by differential leveling
 EG0991.and adjusted in June 1991.
 EG0991
 EG0991.The geoid height was determined by GEOID03.
 EG0991
 EG0991.The dynamic height is computed by dividing the NAVD 88
 EG0991.geopotential number by the normal gravity value computed on the
 EG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0991.degrees latitude (g = 980.6199 gals.).
 EG0991
 EG0991.The modeled gravity was interpolated from observed gravity values.
 EG0991
 EG0991;                    North         East    Units  Estimated Accuracy
 EG0991;SPC MS E     -   573,100.      255,570.      MT  (+/- 180 meters Scaled)
 EG0991
 EG0991                          SUPERSEDED SURVEY CONTROL
 EG0991
 EG0991  NGVD 29 (??/??/92)   99.275  (m)          325.70   (f) ADJ UNCH    2 0
 EG0991
 EG0991.Superseded values are not recommended for survey control.
 EG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0991.See file dsdata.txt to determine how the superseded data were derived.
 EG0991
 EG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD876386(NAD 83)
 EG0991_MARKER: DD = SURVEY DISK
 EG0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0991_SP_SET: BRIDGE
 EG0991_STAMPING: 78 V - 89 1965
 EG0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0991+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 EG0991
 EG0991  HISTORY     - Date     Condition        Report By
 EG0991  HISTORY     - 1965     MONUMENTED       MSHD
 EG0991  HISTORY     - 1966     GOOD             MSHD
 EG0991  HISTORY     - 20030930 GOOD             USACE
 EG0991
 EG0991                          STATION DESCRIPTION
 EG0991
 EG0991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0991'1.91 MI NW FROM POTTS CAMP.
 EG0991'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON
 EG0991'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE
 EG0991'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.34 MILES TO A CONCRETE BRIDGE AND
 EG0991'THE MARK IN THE NORTH CORNER OF THE BRIDGE.  THE MARK IS A DISK SET IN
 EG0991'CEMENT IN A DRILLED HOLE.  IT IS 13.5 FEET NORTHEAST OF THE CENTERLINE
 EG0991'OF U.S. HIGHWAY 78, 1.3 FEET EAST OF A METAL WITNESS POST, AND ABOUT
 EG0991'LEVEL WITH U.S. HIGHWAY 78.
 EG0991
 EG0991                          STATION RECOVERY (2003)
 EG0991
 EG0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0294 ***********************************************************************
 EG0294  DESIGNATION -  78 V 9
 EG0294  PID         -  EG0294
 EG0294  STATE/COUNTY-  MS/ITAWAMBA
 EG0294  USGS QUAD   -  FULTON SE (1965)
 EG0294
 EG0294                         *CURRENT SURVEY CONTROL
 EG0294  ___________________________________________________________________
 EG0294* NAD 83(1986)-  34 15 16.     (N)    088 18 35.     (W)     SCALED    
 EG0294* NAVD 88     -       112.215  (meters)     368.16   (feet)  ADJUSTED  
 EG0294  ___________________________________________________________________
 EG0294  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0294  DYNAMIC HT  -         112.101 (meters)     367.78  (feet)  COMP
 EG0294  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 EG0294
 EG0294  VERT ORDER  -  SECOND    CLASS 0
 EG0294
 EG0294.The horizontal coordinates were scaled from a topographic map and have
 EG0294.an estimated accuracy of +/- 6 seconds.
 EG0294
 EG0294.The orthometric height was determined by differential leveling
 EG0294.and adjusted in June 1991.
 EG0294
 EG0294.The geoid height was determined by GEOID03.
 EG0294
 EG0294.The dynamic height is computed by dividing the NAVD 88
 EG0294.geopotential number by the normal gravity value computed on the
 EG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0294.degrees latitude (g = 980.6199 gals.).
 EG0294
 EG0294.The modeled gravity was interpolated from observed gravity values.
 EG0294
 EG0294;                    North         East    Units  Estimated Accuracy
 EG0294;SPC MS E     -   527,290.      348,230.      MT  (+/- 180 meters Scaled)
 EG0294
 EG0294                          SUPERSEDED SURVEY CONTROL
 EG0294
 EG0294  NGVD 29 (??/??/92)  112.162  (m)          367.98   (f) ADJ UNCH    2 0
 EG0294
 EG0294.Superseded values are not recommended for survey control.
 EG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0294.See file dsdata.txt to determine how the superseded data were derived.
 EG0294
 EG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC794911(NAD 83)
 EG0294_MARKER: DD = SURVEY DISK
 EG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0294_STAMPING: 78V-9 1965
 EG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0294+STABILITY: SURFACE MOTION
 EG0294
 EG0294  HISTORY     - Date     Condition        Report By
 EG0294  HISTORY     - 1965     MONUMENTED       MSHD
 EG0294  HISTORY     - 1978     GOOD             MSHD
 EG0294
 EG0294                          STATION DESCRIPTION
 EG0294
 EG0294'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0294'3.3 MI W FROM TREMONT.
 EG0294'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0294'GO WEST ON U. S. HIGHWAY 78 FOR 3.3 MILES TO A CROSSROAD AND THE MARK
 EG0294'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 EG0294'CONCRETE POST.  IT IS 47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EG0294'100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BLOCK BUILDING, 68
 EG0294'FEET SOUTHWEST OF A POWERLINE POLE, 150 FEET NORTHEAST OF THE CENTER
 EG0294'OF A GRAVEL ROAD CROSSING THE HIGHWAY, 1.5 FEET EAST OF A TELEPHONE
 EG0294'LINE POLE, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EG0294'HIGHWAY AND FLUSH WITH THE GROUND.
 EG0294
 EG0294                          STATION RECOVERY (1978)
 EG0294
 EG0294'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0294'THE MARK IS LOCATED 3 MILES WEST OF TREMONT IN THE EXTREME NORTHEAST
 EG0294'ANGLE OF A CROSSROAD IN THE SOUTHWEST 1/4 OF SECTION 36, T 9S, R 9E.
 EG0294'IT IS 47.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 78, 160 FEET
 EG0294'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 101 FEET WEST OF THE WEST
 EG0294'CORNER OF A CONCRETE BLOCK BUILDING, 8.5 FEET NORTHEAST OF A POWER
 EG0294'SERVICE POLE, 2 FEET SOUTHEAST OF A TELEPHONE CABLE POLE WITH A
 EG0294'WOODEN BRACE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST SET IN THE
 EG0294'TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS
 EG0294'FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23
 EG0294'AND U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO WEST
 EG0294'ON U.S. HIGHWAY 78 FOR 3.05 MILES TO THE MARK ON THE RIGHT JUST
 EG0294'BEFORE REACHING A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0992 ***********************************************************************
 EG0992  DESIGNATION -  78 V 90
 EG0992  PID         -  EG0992
 EG0992  STATE/COUNTY-  MS/MARSHALL
 EG0992  USGS QUAD   -  POTTS CAMP (1982)
 EG0992
 EG0992                         *CURRENT SURVEY CONTROL
 EG0992  ___________________________________________________________________
 EG0992* NAD 83(1986)-  34 40 23.     (N)    089 19 54.     (W)     SCALED    
 EG0992* NAVD 88     -       102.006  (meters)     334.66   (feet)  ADJUSTED  
 EG0992  ___________________________________________________________________
 EG0992  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EG0992  DYNAMIC HT  -         101.908 (meters)     334.34  (feet)  COMP
 EG0992  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EG0992
 EG0992  VERT ORDER  -  SECOND    CLASS 0
 EG0992
 EG0992.The horizontal coordinates were scaled from a topographic map and have
 EG0992.an estimated accuracy of +/- 6 seconds.
 EG0992
 EG0992.The orthometric height was determined by differential leveling
 EG0992.and adjusted in June 1991.
 EG0992
 EG0992.The geoid height was determined by GEOID03.
 EG0992
 EG0992.The dynamic height is computed by dividing the NAVD 88
 EG0992.geopotential number by the normal gravity value computed on the
 EG0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0992.degrees latitude (g = 980.6199 gals.).
 EG0992
 EG0992.The modeled gravity was interpolated from observed gravity values.
 EG0992
 EG0992;                    North         East    Units  Estimated Accuracy
 EG0992;SPC MS E     -   573,720.      254,330.      MT  (+/- 180 meters Scaled)
 EG0992
 EG0992                          SUPERSEDED SURVEY CONTROL
 EG0992
 EG0992  NGVD 29 (??/??/92)  101.970  (m)          334.55   (f) ADJ UNCH    2 0
 EG0992
 EG0992.Superseded values are not recommended for survey control.
 EG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0992.See file dsdata.txt to determine how the superseded data were derived.
 EG0992
 EG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD863392(NAD 83)
 EG0992_MARKER: DD = SURVEY DISK
 EG0992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0992_SP_SET: BRIDGE
 EG0992_STAMPING: 78 V - 90 1965
 EG0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0992+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 EG0992
 EG0992  HISTORY     - Date     Condition        Report By
 EG0992  HISTORY     - 1965     MONUMENTED       MSHD
 EG0992  HISTORY     - 1966     GOOD             MSHD
 EG0992  HISTORY     - 20030930 GOOD             USACE
 EG0992
 EG0992                          STATION DESCRIPTION
 EG0992
 EG0992'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0992'2.91 MI NW FROM POTTS CAMP.
 EG0992'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON
 EG0992'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE
 EG0992'NORTHWEST ON U.S. HIGHWAY 78 FOR 1.34 MILES TO A CONCRETE BRIDGE OVER
 EG0992'THE SAN FRANCISCO RAILROAD AND THE MARK IS IN THE NORTH CORNER OF THE
 EG0992'BRIDGE.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE. IT IS
 EG0992'14.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 78, 1.3 FEET EAST OF
 EG0992'A METAL WITNESS POST, AND ABOUT LEVEL WITH U.S. HIGHWAY 78.
 EG0992
 EG0992                          STATION RECOVERY (2003)
 EG0992
 EG0992'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0992'MARK IS AT NORTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0994 ***********************************************************************
 EG0994  DESIGNATION -  78 V 92
 EG0994  PID         -  EG0994
 EG0994  STATE/COUNTY-  MS/MARSHALL
 EG0994  USGS QUAD   -  POTTS CAMP (1982)
 EG0994
 EG0994                         *CURRENT SURVEY CONTROL
 EG0994  ___________________________________________________________________
 EG0994* NAD 83(1986)-  34 41 05.     (N)    089 21 10.     (W)     SCALED    
 EG0994* NAVD 88     -       134.312  (meters)     440.66   (feet)  ADJUSTED  
 EG0994  ___________________________________________________________________
 EG0994  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EG0994  DYNAMIC HT  -         134.181 (meters)     440.23  (feet)  COMP
 EG0994  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 EG0994
 EG0994  VERT ORDER  -  SECOND    CLASS 0
 EG0994
 EG0994.The horizontal coordinates were scaled from a topographic map and have
 EG0994.an estimated accuracy of +/- 6 seconds.
 EG0994
 EG0994.The orthometric height was determined by differential leveling
 EG0994.and adjusted in June 1991.
 EG0994
 EG0994.The geoid height was determined by GEOID03.
 EG0994
 EG0994.The dynamic height is computed by dividing the NAVD 88
 EG0994.geopotential number by the normal gravity value computed on the
 EG0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0994.degrees latitude (g = 980.6199 gals.).
 EG0994
 EG0994.The modeled gravity was interpolated from observed gravity values.
 EG0994
 EG0994;                    North         East    Units  Estimated Accuracy
 EG0994;SPC MS E     -   575,020.      252,400.      MT  (+/- 180 meters Scaled)
 EG0994
 EG0994                          SUPERSEDED SURVEY CONTROL
 EG0994
 EG0994  NGVD 29 (??/??/92)  134.271  (m)          440.52   (f) ADJ UNCH    2 0
 EG0994
 EG0994.Superseded values are not recommended for survey control.
 EG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0994.See file dsdata.txt to determine how the superseded data were derived.
 EG0994
 EG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD844406(NAD 83)
 EG0994_MARKER: DD = SURVEY DISK
 EG0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0994_STAMPING: 78 V - 92 1965
 EG0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0994+STABILITY: SURFACE MOTION
 EG0994
 EG0994  HISTORY     - Date     Condition        Report By
 EG0994  HISTORY     - 1965     MONUMENTED       MSHD
 EG0994  HISTORY     - 1966     GOOD             MSHD
 EG0994  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0994
 EG0994                          STATION DESCRIPTION
 EG0994
 EG0994'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0994'4.72 MI NW FROM POTTS CAMP.
 EG0994'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON
 EG0994'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE
 EG0994'NORTHWEST ON U.S. HIGHWAY 78 FOR 3.15 MILES TO THE MARK ON THE RIGHT.
 EG0994'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 EG0994'IT IS 44.8 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 4.4 FEET
 EG0994'SOUTHWEST OF A FENCE, 4.3 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, 1.2
 EG0994'FEET NORTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF
 EG0994'HIGHWAY 78, AND PROJECTS 3 INCHES.
 EG0994
 EG0994                          STATION RECOVERY (1977)
 EG0994
 EG0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0995 ***********************************************************************
 EG0995  DESIGNATION -  78 V 93
 EG0995  PID         -  EG0995
 EG0995  STATE/COUNTY-  MS/MARSHALL
 EG0995  USGS QUAD   -  POTTS CAMP (1982)
 EG0995
 EG0995                         *CURRENT SURVEY CONTROL
 EG0995  ___________________________________________________________________
 EG0995* NAD 83(1986)-  34 41 20.     (N)    089 21 56.     (W)     SCALED    
 EG0995* NAVD 88     -       148.302  (meters)     486.55   (feet)  ADJUSTED  
 EG0995  ___________________________________________________________________
 EG0995  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0995  DYNAMIC HT  -         148.158 (meters)     486.08  (feet)  COMP
 EG0995  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EG0995
 EG0995  VERT ORDER  -  SECOND    CLASS 0
 EG0995
 EG0995.The horizontal coordinates were scaled from a topographic map and have
 EG0995.an estimated accuracy of +/- 6 seconds.
 EG0995
 EG0995.The orthometric height was determined by differential leveling
 EG0995.and adjusted in June 1991.
 EG0995
 EG0995.The geoid height was determined by GEOID03.
 EG0995
 EG0995.The dynamic height is computed by dividing the NAVD 88
 EG0995.geopotential number by the normal gravity value computed on the
 EG0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0995.degrees latitude (g = 980.6199 gals.).
 EG0995
 EG0995.The modeled gravity was interpolated from observed gravity values.
 EG0995
 EG0995;                    North         East    Units  Estimated Accuracy
 EG0995;SPC MS E     -   575,490.      251,230.      MT  (+/- 180 meters Scaled)
 EG0995
 EG0995                          SUPERSEDED SURVEY CONTROL
 EG0995
 EG0995  NGVD 29 (??/??/92)  148.258  (m)          486.41   (f) ADJ UNCH    2 0
 EG0995
 EG0995.Superseded values are not recommended for survey control.
 EG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0995.See file dsdata.txt to determine how the superseded data were derived.
 EG0995
 EG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD833410(NAD 83)
 EG0995_MARKER: DD = SURVEY DISK
 EG0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0995_STAMPING: 78 V - 93 1965
 EG0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0995+STABILITY: SURFACE MOTION
 EG0995
 EG0995  HISTORY     - Date     Condition        Report By
 EG0995  HISTORY     - 1965     MONUMENTED       MSHD
 EG0995  HISTORY     - 1966     GOOD             MSHD
 EG0995  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0995
 EG0995                          STATION DESCRIPTION
 EG0995
 EG0995'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0995'5.48 MI NW FROM POTTS CAMP.
 EG0995'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON
 EG0995'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE
 EG0995'NORTHWEST ON U.S. HIGHWAY 78 FOR 3.91 MILES TO THE MARK ON THE RIGHT.
 EG0995'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 EG0995'IT IS 39.7 FEET NORTHEAST OF THE CENTERLINE OF U.S. 78, 10.7 FEET
 EG0995'SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 EG0995'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0995
 EG0995                          STATION RECOVERY (1977)
 EG0995
 EG0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0996 ***********************************************************************
 EG0996  DESIGNATION -  78 V 94
 EG0996  PID         -  EG0996
 EG0996  STATE/COUNTY-  MS/MARSHALL
 EG0996  USGS QUAD   -  POTTS CAMP (1982)
 EG0996
 EG0996                         *CURRENT SURVEY CONTROL
 EG0996  ___________________________________________________________________
 EG0996* NAD 83(1986)-  34 41 50.     (N)    089 22 24.     (W)     SCALED    
 EG0996* NAVD 88     -       140.962  (meters)     462.47   (feet)  ADJUSTED  
 EG0996  ___________________________________________________________________
 EG0996  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG0996  DYNAMIC HT  -         140.825 (meters)     462.02  (feet)  COMP
 EG0996  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EG0996
 EG0996  VERT ORDER  -  SECOND    CLASS 0
 EG0996
 EG0996.The horizontal coordinates were scaled from a topographic map and have
 EG0996.an estimated accuracy of +/- 6 seconds.
 EG0996
 EG0996.The orthometric height was determined by differential leveling
 EG0996.and adjusted in June 1991.
 EG0996
 EG0996.The geoid height was determined by GEOID03.
 EG0996
 EG0996.The dynamic height is computed by dividing the NAVD 88
 EG0996.geopotential number by the normal gravity value computed on the
 EG0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0996.degrees latitude (g = 980.6199 gals.).
 EG0996
 EG0996.The modeled gravity was interpolated from observed gravity values.
 EG0996
 EG0996;                    North         East    Units  Estimated Accuracy
 EG0996;SPC MS E     -   576,420.      250,530.      MT  (+/- 180 meters Scaled)
 EG0996
 EG0996                          SUPERSEDED SURVEY CONTROL
 EG0996
 EG0996  NGVD 29 (??/??/92)  140.917  (m)          462.33   (f) ADJ UNCH    2 0
 EG0996
 EG0996.Superseded values are not recommended for survey control.
 EG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0996.See file dsdata.txt to determine how the superseded data were derived.
 EG0996
 EG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD826420(NAD 83)
 EG0996_MARKER: DD = SURVEY DISK
 EG0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0996_STAMPING: 78 V - 94 1965
 EG0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0996+STABILITY: SURFACE MOTION
 EG0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0996+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG0996
 EG0996  HISTORY     - Date     Condition        Report By
 EG0996  HISTORY     - 1965     MONUMENTED       MSHD
 EG0996  HISTORY     - 1966     GOOD             MSHD
 EG0996  HISTORY     - 20030930 GOOD             USACE
 EG0996  HISTORY     - 20080429 GOOD             MSDOT
 EG0996
 EG0996                          STATION DESCRIPTION
 EG0996
 EG0996'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0996'6.27 MI NW FROM POTTS CAMP.
 EG0996'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON
 EG0996'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE
 EG0996'NORTHWEST ON U.S. HIGHWAY 78 FOR 4.70 MILES TO THE MARK ON THE RIGHT.
 EG0996'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.
 EG0996'IT IS 53.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, 4.4
 EG0996'FEET SOUTHEAST OF A 30 INCH OAK, 1 FOOT NORTHWEST OF A METAL WITNESS
 EG0996'POST, 3 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 3
 EG0996'INCHES.
 EG0996
 EG0996                          STATION RECOVERY (2003)
 EG0996
 EG0996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0996'RECOVERED IN GOOD CONDITION.
 EG0996
 EG0996                          STATION RECOVERY (2008)
 EG0996
 EG0996'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0997 ***********************************************************************
 EG0997  DESIGNATION -  78 V 95
 EG0997  PID         -  EG0997
 EG0997  STATE/COUNTY-  MS/MARSHALL
 EG0997  USGS QUAD   -  WATERFORD (1982)
 EG0997
 EG0997                         *CURRENT SURVEY CONTROL
 EG0997  ___________________________________________________________________
 EG0997* NAD 83(1986)-  34 42 17.     (N)    089 23 05.     (W)     SCALED    
 EG0997* NAVD 88     -       127.777  (meters)     419.21   (feet)  ADJUSTED  
 EG0997  ___________________________________________________________________
 EG0997  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EG0997  DYNAMIC HT  -         127.653 (meters)     418.81  (feet)  COMP
 EG0997  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 EG0997
 EG0997  VERT ORDER  -  SECOND    CLASS 0
 EG0997
 EG0997.The horizontal coordinates were scaled from a topographic map and have
 EG0997.an estimated accuracy of +/- 6 seconds.
 EG0997
 EG0997.The orthometric height was determined by differential leveling
 EG0997.and adjusted in June 1991.
 EG0997
 EG0997.The geoid height was determined by GEOID03.
 EG0997
 EG0997.The dynamic height is computed by dividing the NAVD 88
 EG0997.geopotential number by the normal gravity value computed on the
 EG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0997.degrees latitude (g = 980.6199 gals.).
 EG0997
 EG0997.The modeled gravity was interpolated from observed gravity values.
 EG0997
 EG0997;                    North         East    Units  Estimated Accuracy
 EG0997;SPC MS E     -   577,260.      249,490.      MT  (+/- 180 meters Scaled)
 EG0997
 EG0997                          SUPERSEDED SURVEY CONTROL
 EG0997
 EG0997  NGVD 29 (??/??/92)  127.731  (m)          419.06   (f) ADJ UNCH    2 0
 EG0997
 EG0997.Superseded values are not recommended for survey control.
 EG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0997.See file dsdata.txt to determine how the superseded data were derived.
 EG0997
 EG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD815428(NAD 83)
 EG0997_MARKER: DD = SURVEY DISK
 EG0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0997_STAMPING: 78 V - 95 1965
 EG0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0997+STABILITY: SURFACE MOTION
 EG0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0997+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG0997
 EG0997  HISTORY     - Date     Condition        Report By
 EG0997  HISTORY     - 1965     MONUMENTED       MSHD
 EG0997  HISTORY     - 1966     GOOD             MSHD
 EG0997  HISTORY     - 20030924 MARK NOT FOUND   USACE
 EG0997  HISTORY     - 20080429 GOOD             MSDOT
 EG0997
 EG0997                          STATION DESCRIPTION
 EG0997
 EG0997'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0997'6.70 MI SE FROM HOLLY SPRINGS.
 EG0997'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG0997'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL
 EG0997'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 5.85 MILES TO A SMALL ROAD
 EG0997'ON THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG0997'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 40.8 FEET SOUTHWEST OF
 EG0997'THE SOUTHWEST RAIL ON THE MAIN LINE OF THE SAN FRANCISCO RAILROAD,
 EG0997'34.9 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, 20.6 FEET
 EG0997'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 5.5 FEET NORTH OF A
 EG0997'MISSISSIPPI LAW STOP SIGN, 1.3 FEET NORTHWEST OF A METAL WITNESS POST,
 EG0997'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0997
 EG0997                          STATION RECOVERY (2003)
 EG0997
 EG0997'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0997'MARK NOT FOUND.
 EG0997
 EG0997                          STATION RECOVERY (2008)
 EG0997
 EG0997'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0997'THE MARK WAS RECOVERED AS DESCRIBED EXCEPT IT IS NOW FLUSH WITH THE
 EG0997'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0998 ***********************************************************************
 EG0998  DESIGNATION -  78 V 96
 EG0998  PID         -  EG0998
 EG0998  STATE/COUNTY-  MS/MARSHALL
 EG0998  USGS QUAD   -  WATERFORD (1982)
 EG0998
 EG0998                         *CURRENT SURVEY CONTROL
 EG0998  ___________________________________________________________________
 EG0998* NAD 83(1986)-  34 42 46.     (N)    089 23 47.     (W)     SCALED    
 EG0998* NAVD 88     -       120.272  (meters)     394.59   (feet)  ADJUSTED  
 EG0998  ___________________________________________________________________
 EG0998  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0998  DYNAMIC HT  -         120.156 (meters)     394.21  (feet)  COMP
 EG0998  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 EG0998
 EG0998  VERT ORDER  -  SECOND    CLASS 0
 EG0998
 EG0998.The horizontal coordinates were scaled from a topographic map and have
 EG0998.an estimated accuracy of +/- 6 seconds.
 EG0998
 EG0998.The orthometric height was determined by differential leveling
 EG0998.and adjusted in June 1991.
 EG0998
 EG0998.The geoid height was determined by GEOID03.
 EG0998
 EG0998.The dynamic height is computed by dividing the NAVD 88
 EG0998.geopotential number by the normal gravity value computed on the
 EG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0998.degrees latitude (g = 980.6199 gals.).
 EG0998
 EG0998.The modeled gravity was interpolated from observed gravity values.
 EG0998
 EG0998;                    North         East    Units  Estimated Accuracy
 EG0998;SPC MS E     -   578,160.      248,420.      MT  (+/- 180 meters Scaled)
 EG0998
 EG0998                          SUPERSEDED SURVEY CONTROL
 EG0998
 EG0998  NGVD 29 (??/??/92)  120.225  (m)          394.44   (f) ADJ UNCH    2 0
 EG0998
 EG0998.Superseded values are not recommended for survey control.
 EG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0998.See file dsdata.txt to determine how the superseded data were derived.
 EG0998
 EG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD805438(NAD 83)
 EG0998_MARKER: DD = SURVEY DISK
 EG0998_SETTING: 0 = UNSPECIFIED SETTING
 EG0998_STAMPING: 78 V -96 1965
 EG0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0998+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG0998
 EG0998  HISTORY     - Date     Condition        Report By
 EG0998  HISTORY     - 1965     MONUMENTED       MSHD
 EG0998  HISTORY     - 1966     GOOD             MSHD
 EG0998  HISTORY     - 20030924 GOOD             USACE
 EG0998  HISTORY     - 20080429 GOOD             MSDOT
 EG0998
 EG0998                          STATION DESCRIPTION
 EG0998
 EG0998'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0998'5.80 MI SE FROM HOLLY SPRINGS.
 EG0998'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG0998'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL
 EG0998'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 4.95 MILES TO A CONCRETE
 EG0998'BRIDGE AND THE MARK IN THE SOUTH CORNER.  THE MARK IS A DISK SET IN
 EG0998'CEMENT IN A DRILLED HOLE.  IT IS 13.7 FEET SOUTHWEST OF THE CENTERLINE
 EG0998'OF U.S. HIGHWAY 78, 1.1 FOOT NORTHWEST OF A METAL WITNESS POST, AND
 EG0998'ABOUT LEVEL WITH U.S. HIGHWAY 78.
 EG0998
 EG0998                          STATION RECOVERY (2003)
 EG0998
 EG0998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0998'RECOVERED IN GOOD CONDITION.
 EG0998
 EG0998                          STATION RECOVERY (2008)
 EG0998
 EG0998'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0999 ***********************************************************************
 EG0999  DESIGNATION -  78 V 97
 EG0999  PID         -  EG0999
 EG0999  STATE/COUNTY-  MS/MARSHALL
 EG0999  USGS QUAD   -  WATERFORD (1982)
 EG0999
 EG0999                         *CURRENT SURVEY CONTROL
 EG0999  ___________________________________________________________________
 EG0999* NAD 83(1986)-  34 43 04.     (N)    089 24 35.     (W)     SCALED    
 EG0999* NAVD 88     -       122.976  (meters)     403.46   (feet)  ADJUSTED  
 EG0999  ___________________________________________________________________
 EG0999  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0999  DYNAMIC HT  -         122.856 (meters)     403.07  (feet)  COMP
 EG0999  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EG0999
 EG0999  VERT ORDER  -  SECOND    CLASS 0
 EG0999
 EG0999.The horizontal coordinates were scaled from a topographic map and have
 EG0999.an estimated accuracy of +/- 6 seconds.
 EG0999
 EG0999.The orthometric height was determined by differential leveling
 EG0999.and adjusted in June 1991.
 EG0999
 EG0999.The geoid height was determined by GEOID03.
 EG0999
 EG0999.The dynamic height is computed by dividing the NAVD 88
 EG0999.geopotential number by the normal gravity value computed on the
 EG0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0999.degrees latitude (g = 980.6199 gals.).
 EG0999
 EG0999.The modeled gravity was interpolated from observed gravity values.
 EG0999
 EG0999;                    North         East    Units  Estimated Accuracy
 EG0999;SPC MS E     -   578,720.      247,210.      MT  (+/- 180 meters Scaled)
 EG0999
 EG0999                          SUPERSEDED SURVEY CONTROL
 EG0999
 EG0999  NGVD 29 (??/??/92)  122.926  (m)          403.30   (f) ADJ UNCH    2 0
 EG0999
 EG0999.Superseded values are not recommended for survey control.
 EG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0999.See file dsdata.txt to determine how the superseded data were derived.
 EG0999
 EG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD793443(NAD 83)
 EG0999_MARKER: DD = SURVEY DISK
 EG0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0999_STAMPING: 78V-97 1965
 EG0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0999+STABILITY: SURFACE MOTION
 EG0999
 EG0999  HISTORY     - Date     Condition        Report By
 EG0999  HISTORY     - 1965     MONUMENTED       MSHD
 EG0999  HISTORY     - 1966     GOOD             MSHD
 EG0999  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0999  HISTORY     - 20080429 MARK NOT FOUND   MSDOT
 EG0999
 EG0999                          STATION DESCRIPTION
 EG0999
 EG0999'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0999'4.85 MI SE FROM HOLLY SPRINGS.
 EG0999'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG0999'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL
 EG0999'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 4.00 MILES TO A ROAD ON THE
 EG0999'RIGHT AND THE SPRING CREEK GROCERY AND THE MARK ON THE LEFT.  THE MARK
 EG0999'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS
 EG0999'177.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SPRING CREEK
 EG0999'GROCERY, 54.0 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, 1
 EG0999'FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF U.S.
 EG0999'HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG0999
 EG0999                          STATION RECOVERY (1977)
 EG0999
 EG0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0999'MARK NOT FOUND.
 EG0999
 EG0999                          STATION RECOVERY (2008)
 EG0999
 EG0999'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0999'MARK APPARENTLY DESTROYED BY PARKING LOT CONSTRUCTION MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1000 ***********************************************************************
 EG1000  DESIGNATION -  78 V 98
 EG1000  PID         -  EG1000
 EG1000  STATE/COUNTY-  MS/MARSHALL
 EG1000  USGS QUAD   -  WATERFORD (1982)
 EG1000
 EG1000                         *CURRENT SURVEY CONTROL
 EG1000  ___________________________________________________________________
 EG1000* NAD 83(1986)-  34 43 42.     (N)    089 25 08.     (W)     SCALED    
 EG1000* NAVD 88     -       130.328  (meters)     427.58   (feet)  ADJUSTED  
 EG1000  ___________________________________________________________________
 EG1000  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG1000  DYNAMIC HT  -         130.201 (meters)     427.17  (feet)  COMP
 EG1000  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 EG1000
 EG1000  VERT ORDER  -  SECOND    CLASS 0
 EG1000
 EG1000.The horizontal coordinates were scaled from a topographic map and have
 EG1000.an estimated accuracy of +/- 6 seconds.
 EG1000
 EG1000.The orthometric height was determined by differential leveling
 EG1000.and adjusted in June 1991.
 EG1000
 EG1000.The geoid height was determined by GEOID03.
 EG1000
 EG1000.The dynamic height is computed by dividing the NAVD 88
 EG1000.geopotential number by the normal gravity value computed on the
 EG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1000.degrees latitude (g = 980.6199 gals.).
 EG1000
 EG1000.The modeled gravity was interpolated from observed gravity values.
 EG1000
 EG1000;                    North         East    Units  Estimated Accuracy
 EG1000;SPC MS E     -   579,890.      246,370.      MT  (+/- 180 meters Scaled)
 EG1000
 EG1000                          SUPERSEDED SURVEY CONTROL
 EG1000
 EG1000  NGVD 29 (??/??/92)  130.275  (m)          427.41   (f) ADJ UNCH    2 0
 EG1000
 EG1000.Superseded values are not recommended for survey control.
 EG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1000.See file dsdata.txt to determine how the superseded data were derived.
 EG1000
 EG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD785455(NAD 83)
 EG1000_MARKER: DD = SURVEY DISK
 EG1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1000_SP_SET: BRIDGE
 EG1000_STAMPING: 78 V - 98 1965
 EG1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1000+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG1000
 EG1000  HISTORY     - Date     Condition        Report By
 EG1000  HISTORY     - 1965     MONUMENTED       MSHD
 EG1000  HISTORY     - 1966     GOOD             MSHD
 EG1000  HISTORY     - 20030924 GOOD             USACE
 EG1000  HISTORY     - 20080429 GOOD             MSDOT
 EG1000
 EG1000                          STATION DESCRIPTION
 EG1000
 EG1000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1000'3.85 MI SE FROM HOLLY SPRINGS.
 EG1000'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1000'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL
 EG1000'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 3.00 MILES TO A CONCRETE
 EG1000'BRIDGE AND THE MARK IS IN THE SOUTH CORNER.  THE MARK IS A DISK SET IN
 EG1000'CEMENT IN A DRILLED HOLE.  IT IS 13.4 FEET SOUTHWEST OF THE CENTERLINE
 EG1000'OF U.S. HIGHWAY 78, 1 FOOT NORTHWEST OF A METAL WITNESS POST, AND
 EG1000'ABOUT LEVEL WITH U.S. HIGHWAY 78.
 EG1000
 EG1000                          STATION RECOVERY (2003)
 EG1000
 EG1000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1000'RECOVERED IN GOOD CONDITION.
 EG1000
 EG1000                          STATION RECOVERY (2008)
 EG1000
 EG1000'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1001 ***********************************************************************
 EG1001  DESIGNATION -  78 V 99
 EG1001  PID         -  EG1001
 EG1001  STATE/COUNTY-  MS/MARSHALL
 EG1001  USGS QUAD   -  WATERFORD (1982)
 EG1001
 EG1001                         *CURRENT SURVEY CONTROL
 EG1001  ___________________________________________________________________
 EG1001* NAD 83(1986)-  34 44 19.     (N)    089 25 27.     (W)     SCALED    
 EG1001* NAVD 88     -       160.173  (meters)     525.50   (feet)  ADJUSTED  
 EG1001  ___________________________________________________________________
 EG1001  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG1001  DYNAMIC HT  -         160.016 (meters)     524.99  (feet)  COMP
 EG1001  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 EG1001
 EG1001  VERT ORDER  -  SECOND    CLASS 0
 EG1001
 EG1001.The horizontal coordinates were scaled from a topographic map and have
 EG1001.an estimated accuracy of +/- 6 seconds.
 EG1001
 EG1001.The orthometric height was determined by differential leveling
 EG1001.and adjusted in June 1991.
 EG1001
 EG1001.The geoid height was determined by GEOID03.
 EG1001
 EG1001.The dynamic height is computed by dividing the NAVD 88
 EG1001.geopotential number by the normal gravity value computed on the
 EG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1001.degrees latitude (g = 980.6199 gals.).
 EG1001
 EG1001.The modeled gravity was interpolated from observed gravity values.
 EG1001
 EG1001;                    North         East    Units  Estimated Accuracy
 EG1001;SPC MS E     -   581,040.      245,900.      MT  (+/- 180 meters Scaled)
 EG1001
 EG1001                          SUPERSEDED SURVEY CONTROL
 EG1001
 EG1001  NGVD 29 (??/??/92)  160.117  (m)          525.32   (f) ADJ UNCH    2 0
 EG1001
 EG1001.Superseded values are not recommended for survey control.
 EG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1001.See file dsdata.txt to determine how the superseded data were derived.
 EG1001
 EG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD780467(NAD 83)
 EG1001_MARKER: DD = SURVEY DISK
 EG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1001_STAMPING: 78V-99 1965
 EG1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1001+STABILITY: SURFACE MOTION
 EG1001
 EG1001  HISTORY     - Date     Condition        Report By
 EG1001  HISTORY     - 1965     MONUMENTED       MSHD
 EG1001  HISTORY     - 1966     GOOD             MSHD
 EG1001  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG1001
 EG1001                          STATION DESCRIPTION
 EG1001
 EG1001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1001'3.05 MI SE FROM HOLLY SPRINGS.
 EG1001'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO
 EG1001'SOUTHEAST ON U.S. 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL RAILROAD
 EG1001'OVERPASS, CONTINUE SOUTHEAST FOR 2.20 MILES TO A CROSSROADS AND THE
 EG1001'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG1001'ROUND CONCRETE POST.  IT IS 195.0 FEET NORTHWEST OF ROAD LEADING LEFT,
 EG1001'46.2 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 78, 1.4 FEET
 EG1001'NORTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF U.S.
 EG1001'HIGHWAY 78, AND PROJECTS 4 INCHES.
 EG1001
 EG1001                          STATION RECOVERY (1977)
 EG1001
 EG1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1225 ***********************************************************************
 DK1225  DESIGNATION -  78/B BOLT
 DK1225  PID         -  DK1225
 DK1225  STATE/COUNTY-  MS/WASHINGTON
 DK1225  USGS QUAD   -  RED LEAF (1970)
 DK1225
 DK1225                         *CURRENT SURVEY CONTROL
 DK1225  ___________________________________________________________________
 DK1225* NAD 83(1986)-  33 17 37.     (N)    091 08 04.     (W)     SCALED    
 DK1225* NAVD 88     -        37.726  (meters)     123.77   (feet)  ADJUSTED  
 DK1225  ___________________________________________________________________
 DK1225  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1225  DYNAMIC HT  -          37.686 (meters)     123.64  (feet)  COMP
 DK1225  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DK1225
 DK1225  VERT ORDER  -  SECOND    CLASS 0
 DK1225
 DK1225.The horizontal coordinates were scaled from a topographic map and have
 DK1225.an estimated accuracy of +/- 6 seconds.
 DK1225
 DK1225.The orthometric height was determined by differential leveling
 DK1225.and adjusted in June 1991.
 DK1225
 DK1225.The geoid height was determined by GEOID03.
 DK1225
 DK1225.The dynamic height is computed by dividing the NAVD 88
 DK1225.geopotential number by the normal gravity value computed on the
 DK1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1225.degrees latitude (g = 980.6199 gals.).
 DK1225
 DK1225.The modeled gravity was interpolated from observed gravity values.
 DK1225
 DK1225;                    North         East    Units  Estimated Accuracy
 DK1225;SPC MS W     -   420,890.      625,390.      MT  (+/- 180 meters Scaled)
 DK1225
 DK1225                          SUPERSEDED SURVEY CONTROL
 DK1225
 DK1225  NGVD 29 (??/??/??)   37.785  (m)          123.97   (f) ADJUSTED    2 0
 DK1225
 DK1225.Superseded values are not recommended for survey control.
 DK1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1225.See file dsdata.txt to determine how the superseded data were derived.
 DK1225
 DK1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS737853(NAD 83)
 DK1225_MARKER: B = BOLT
 DK1225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1225_STAMPING: 78/B 1934
 DK1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1225
 DK1225  HISTORY     - Date     Condition        Report By
 DK1225  HISTORY     - 1934     MONUMENTED       DOD
 DK1225  HISTORY     - 1967     GOOD             MSHD
 DK1225
 DK1225                          STATION DESCRIPTION
 DK1225
 DK1225'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1225'10.3 MI SW FROM GREENVILLE.
 DK1225'LOCATED 10.3 MILES SOUTHWEST ALONG THE BASE OF THE MISSISSIPPI RIVER
 DK1225'LEVEE FROM THE INTERSECTION OF U.S.HIGHWAY 82 AND MISSISSIPPI HIGHWAY
 DK1225'1 AT A TRACK ROAD CROSSING THE LEVEE AND 0.75 MILE SOUTH SOUTHEAST OF
 DK1225'THE HIGHWAY 82 MISSISSIPPI RIVER BRIDGE.  IT IS 343 FEET SOUTH OF THE
 DK1225'CENTER OF THE JUNCTION OF A TRACK ROAD AND THE LEVEE, 222 FEET
 DK1225'SOUTHEAST OF THE CENTER OF THE LEVEE, 188 FEET EAST OF THE EDGE OF THE
 DK1225'WOODS, 88.5 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD PARALLELING
 DK1225'THE LEVEE, 1.1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND PROJECTS
 DK1225'1.4 FEET.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO
 DK1225'SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE INTERSECTION TO U.S.
 DK1225'HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON HIGHWAY 82 FOR 8.65
 DK1225'MILES TO THE MISSISSIPPI RIVER LEVEE JUST EAST OF THE RIVER BRIDGE,
 DK1225'TURN LEFT (SOUTH SOUTHEAST) AND CONTINUE ON THE LEVEE FOR 0.75 MILE TO
 DK1225'A TRACK ROAD, AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1224 ***********************************************************************
 DK1224  DESIGNATION -  78/B CAP
 DK1224  PID         -  DK1224
 DK1224  STATE/COUNTY-  MS/WASHINGTON
 DK1224  USGS QUAD   -  RED LEAF (1970)
 DK1224
 DK1224                         *CURRENT SURVEY CONTROL
 DK1224  ___________________________________________________________________
 DK1224* NAD 83(1986)-  33 17 37.     (N)    091 08 04.     (W)     SCALED    
 DK1224* NAVD 88     -        38.964  (meters)     127.83   (feet)  ADJUSTED  
 DK1224  ___________________________________________________________________
 DK1224  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK1224  DYNAMIC HT  -          38.923 (meters)     127.70  (feet)  COMP
 DK1224  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DK1224
 DK1224  VERT ORDER  -  SECOND    CLASS 0
 DK1224
 DK1224.The horizontal coordinates were scaled from a topographic map and have
 DK1224.an estimated accuracy of +/- 6 seconds.
 DK1224
 DK1224.The orthometric height was determined by differential leveling
 DK1224.and adjusted in June 1991.
 DK1224
 DK1224.The geoid height was determined by GEOID03.
 DK1224
 DK1224.The dynamic height is computed by dividing the NAVD 88
 DK1224.geopotential number by the normal gravity value computed on the
 DK1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1224.degrees latitude (g = 980.6199 gals.).
 DK1224
 DK1224.The modeled gravity was interpolated from observed gravity values.
 DK1224
 DK1224;                    North         East    Units  Estimated Accuracy
 DK1224;SPC MS W     -   420,890.      625,390.      MT  (+/- 180 meters Scaled)
 DK1224
 DK1224                          SUPERSEDED SURVEY CONTROL
 DK1224
 DK1224  NGVD 29 (??/??/??)   39.007  (m)          127.98   (f) ADJUSTED    2 0
 DK1224
 DK1224.Superseded values are not recommended for survey control.
 DK1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1224.See file dsdata.txt to determine how the superseded data were derived.
 DK1224
 DK1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS737853(NAD 83)
 DK1224_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1224_STAMPING: 78/B 1934
 DK1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1224
 DK1224  HISTORY     - Date     Condition        Report By
 DK1224  HISTORY     - 1934     MONUMENTED       DOD
 DK1224  HISTORY     - 1966     GOOD             MSHD
 DK1224
 DK1224                          STATION DESCRIPTION
 DK1224
 DK1224'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK1224'10.3 MI SW FROM GREENVILLE.
 DK1224'LOCATED 10.3 MILES SOUTHWEST ALONG THE BASE OF THE MISSISSIPPI RIVER
 DK1224'LEVEE FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY
 DK1224'1 AT A TRACK ROAD CROSSING THE LEVEE AND 0.75 MILES SOUTH-SOUTHEAST OF
 DK1224'THE HIGHWAY 82 MISSISSIPPI RIVER BRIDGE.  TO REACH FROM THE U.S. POST
 DK1224'OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1224'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON
 DK1224'HIGHWAY 82 FOR 8.65 MILES TO THE MISSISSIPPI RIVER LEVEE JUST EAST OF
 DK1224'THE RIVER BRIDGE, TURN LEFT (SOUTH-SOUTHEAST) AND CONTINUE ON THE
 DK1224'LEVEE FOR 0.75 MILES TO A TRACK ROAD, AND THE MARK ON THE RIGHT AS
 DK1224'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 4 INCH IRON PIPE,
 DK1224'343 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD AND THE
 DK1224'LEVEE, 222 FEET SOUTHEAST OF THE CENTER OF THE LEVEE, 188 FEET EAST OF
 DK1224'THE EDGE OF THE WOODS, 88.5 FEET SOUTHEAST OF THE CENTER OF A TRACK
 DK1224'ROAD PARALLELING THE LEVEE, 1.1 FOOT SOUTHEAST OF A METAL WITNESS
 DK1224'POST, AND PROJECTS 1.4 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1599 ***********************************************************************
 DJ1599  DESIGNATION -  7802
 DJ1599  PID         -  DJ1599
 DJ1599  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1599  USGS QUAD   -  STARKVILLE (1982)
 DJ1599
 DJ1599                         *CURRENT SURVEY CONTROL
 DJ1599  ___________________________________________________________________
 DJ1599* NAD 83(1993)-  33 25 24.21474(N)    088 48 37.39458(W)     ADJUSTED  
 DJ1599* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 DJ1599  ___________________________________________________________________
 DJ1599  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DJ1599  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1599  HORZ ORDER  -  SECOND
 DJ1599
 DJ1599.The horizontal coordinates were established by classical geodetic methods
 DJ1599.and adjusted by the National Geodetic Survey in May 1994.
 DJ1599
 DJ1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1599
 DJ1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1599
 DJ1599.The geoid height was determined by GEOID03.
 DJ1599
 DJ1599;                    North         East     Units Scale Factor Converg.
 DJ1599;SPC MS E     -   434,995.019   302,133.966   MT  0.99995006   +0 00 45.5
 DJ1599;SPC MS E     - 1,427,146.16    991,251.19   sFT  0.99995006   +0 00 45.5
 DJ1599;UTM  16      - 3,699,690.958   331,682.418   MT  0.99994929   -0 59 50.8
 DJ1599
 DJ1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1599!SPC MS E     -   0.99998720  x   0.99995006  =   0.99993726
 DJ1599!UTM  16      -   0.99998720  x   0.99994929  =   0.99993649
 DJ1599
 DJ1599:                Primary Azimuth Mark                     Grid Az
 DJ1599:SPC MS E     -  7803                                     000 33 17.8
 DJ1599:UTM  16      -  7803                                     001 33 54.1
 DJ1599
 DJ1599|---------------------------------------------------------------------|
 DJ1599| PID    Reference Object                     Distance      Geod. Az  |
 DJ1599|                                                           dddmmss.s |
 DJ1599| DJ1600 7803                                APPROX. 1.4 KM 0003403.3 |
 DJ1599| DJ1595 7708                                APPROX. 1.2 KM 1794238.5 |
 DJ1599|---------------------------------------------------------------------|
 DJ1599
 DJ1599                          SUPERSEDED SURVEY CONTROL
 DJ1599
 DJ1599  NAD 83(1993)-  33 25 24.22500(N)    088 48 37.39348(W) AD(       ) 2
 DJ1599  NAD 83(1986)-  33 25 24.22517(N)    088 48 37.39211(W) AD(       ) 2
 DJ1599  NGVD 29 (01/23/89)  109.7    (m)          360.     (f) VERT ANG    3  
 DJ1599
 DJ1599.Superseded values are not recommended for survey control.
 DJ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1599.See file dsdata.txt to determine how the superseded data were derived.
 DJ1599
 DJ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3168299691(NAD 83)
 DJ1599_MARKER: DD = SURVEY DISK
 DJ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1599+STABILITY: SURFACE MOTION
 DJ1599
 DJ1599  HISTORY     - Date     Condition        Report By
 DJ1599  HISTORY     - 1978     MONUMENTED       MSSU
 DJ1599  HISTORY     - 1986     GOOD             MSSU
 DJ1599
 DJ1599                          STATION DESCRIPTION
 DJ1599
 DJ1599'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1978 (RB)
 DJ1599'THE STATION IS A MSU AL DISK STAMPED---7802---SET IN AN 8X18-INCH
 DJ1599'CONCRETE CYLINDER 15 CM BELOW GROUND, 2.4 MI SSW OF MSU CAMPUS, 0.9 MI
 DJ1599'NORTH OF COUNTRY CLUB RD, 4.51 M WEST OF S. MONTGOMERY ST, 20.2 M NW
 DJ1599'OF PP, 4.8 M NORTH OF PROJ. RD EAST, 25.65 M NNE OF 18-INCH PINE, 5.4
 DJ1599'M ENE OF 9-INCH GUM.
 DJ1599
 DJ1599                          STATION RECOVERY (1986)
 DJ1599
 DJ1599'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1599'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1600 ***********************************************************************
 DJ1600  DESIGNATION -  7803
 DJ1600  PID         -  DJ1600
 DJ1600  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1600  USGS QUAD   -  STARKVILLE (1982)
 DJ1600
 DJ1600                         *CURRENT SURVEY CONTROL
 DJ1600  ___________________________________________________________________
 DJ1600* NAD 83(1993)-  33 26 10.02629(N)    088 48 36.85329(W)     ADJUSTED  
 DJ1600* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 DJ1600  ___________________________________________________________________
 DJ1600  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DJ1600  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1600  HORZ ORDER  -  SECOND
 DJ1600
 DJ1600.The horizontal coordinates were established by classical geodetic methods
 DJ1600.and adjusted by the National Geodetic Survey in May 1994.
 DJ1600
 DJ1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1600
 DJ1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1600
 DJ1600.The geoid height was determined by GEOID03.
 DJ1600
 DJ1600;                    North         East     Units Scale Factor Converg.
 DJ1600;SPC MS E     -   436,406.356   302,147.635   MT  0.99995006   +0 00 45.8
 DJ1600;SPC MS E     - 1,431,776.52    991,296.03   sFT  0.99995006   +0 00 45.8
 DJ1600;UTM  16      - 3,701,101.834   331,720.969   MT  0.99994913   -0 59 51.7
 DJ1600
 DJ1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1600!SPC MS E     -   0.99998694  x   0.99995006  =   0.99993700
 DJ1600!UTM  16      -   0.99998694  x   0.99994913  =   0.99993607
 DJ1600
 DJ1600|---------------------------------------------------------------------|
 DJ1600| PID    Reference Object                     Distance      Geod. Az  |
 DJ1600|                                                           dddmmss.s |
 DJ1600| DJ1686 8620                                366.065 METERS 18139     |
 DJ1600| DJ1604 7807                                APPROX. 1.0 KM 3593453.8 |
 DJ1600|---------------------------------------------------------------------|
 DJ1600
 DJ1600                          SUPERSEDED SURVEY CONTROL
 DJ1600
 DJ1600  NAD 83(1993)-  33 26 10.03661(N)    088 48 36.85216(W) AD(       ) 2
 DJ1600  NAD 83(1986)-  33 26 10.03681(N)    088 48 36.85129(W) AD(       ) 2
 DJ1600  NGVD 29 (01/23/89)  111.3    (m)          365.     (f) VERT ANG    3  
 DJ1600
 DJ1600.Superseded values are not recommended for survey control.
 DJ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1600.See file dsdata.txt to determine how the superseded data were derived.
 DJ1600
 DJ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3172101102(NAD 83)
 DJ1600_MARKER: DD = SURVEY DISK
 DJ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1600+STABILITY: SURFACE MOTION
 DJ1600
 DJ1600  HISTORY     - Date     Condition        Report By
 DJ1600  HISTORY     - 1978     MONUMENTED       MSSU
 DJ1600  HISTORY     - 1986     GOOD             MSSU
 DJ1600
 DJ1600                          STATION DESCRIPTION
 DJ1600
 DJ1600'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1978 (RB)
 DJ1600'THE STATION IS A MSU AL DISK STAMPED---7803---SET IN A 8X18-INCH
 DJ1600'CONCRETE CYLINDER 15 CM BELOW GROUND, 1.7 MI SW OF MSU CAMPUS, 0.4 MI
 DJ1600'SOUTH OF ACADEMY RD, 14.5 FT EAST OF S. MONTGOMERY ST, 6.5 AND 38.7 FT
 DJ1600'SOUTH OF PROJECTED CURBS OF GRAND RIDGE ST, 63.4 FT SOUTH OF POWER
 DJ1600'POLE, 16.4 FT WEST OF FENCE.
 DJ1600
 DJ1600                          STATION RECOVERY (1986)
 DJ1600
 DJ1600'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1600'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1601 ***********************************************************************
 DJ1601  DESIGNATION -  7804
 DJ1601  PID         -  DJ1601
 DJ1601  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1601  USGS QUAD   -  STARKVILLE (1982)
 DJ1601
 DJ1601                         *CURRENT SURVEY CONTROL
 DJ1601  ___________________________________________________________________
 DJ1601* NAD 83(1993)-  33 24 11.21863(N)    088 48 37.63580(W)     ADJUSTED  
 DJ1601* NAVD 88     -        91.4    (meters)     300.     (feet)  VERTCON   
 DJ1601  ___________________________________________________________________
 DJ1601  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DJ1601  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1601  HORZ ORDER  -  SECOND
 DJ1601
 DJ1601.The horizontal coordinates were established by classical geodetic methods
 DJ1601.and adjusted by the National Geodetic Survey in May 1994.
 DJ1601
 DJ1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1601
 DJ1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1601
 DJ1601.The geoid height was determined by GEOID03.
 DJ1601
 DJ1601;                    North         East     Units Scale Factor Converg.
 DJ1601;SPC MS E     -   432,746.204   302,128.229   MT  0.99995006   +0 00 45.3
 DJ1601;SPC MS E     - 1,419,768.17    991,232.36   sFT  0.99995006   +0 00 45.3
 DJ1601;UTM  16      - 3,697,442.595   331,637.050   MT  0.99994948   -0 59 49.0
 DJ1601
 DJ1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1601!SPC MS E     -   0.99999008  x   0.99995006  =   0.99994015
 DJ1601!UTM  16      -   0.99999008  x   0.99994948  =   0.99993957
 DJ1601
 DJ1601:                Primary Azimuth Mark                     Grid Az
 DJ1601:SPC MS E     -  7708                                     000 37 14.8
 DJ1601:UTM  16      -  7708                                     001 37 49.1
 DJ1601
 DJ1601|---------------------------------------------------------------------|
 DJ1601| PID    Reference Object                     Distance      Geod. Az  |
 DJ1601|                                                           dddmmss.s |
 DJ1601| DJ1595 7708                                APPROX. 1.1 KM 0003800.1 |
 DJ1601|---------------------------------------------------------------------|
 DJ1601
 DJ1601                          SUPERSEDED SURVEY CONTROL
 DJ1601
 DJ1601  NAD 83(1993)-  33 24 11.22882(N)    088 48 37.63471(W) AD(       ) 2
 DJ1601  NAD 83(1986)-  33 24 11.22898(N)    088 48 37.63281(W) AD(       ) 2
 DJ1601  NGVD 29 (01/23/89)   91.3    (m)          300.     (f) VERT ANG    3  
 DJ1601
 DJ1601.Superseded values are not recommended for survey control.
 DJ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1601.See file dsdata.txt to determine how the superseded data were derived.
 DJ1601
 DJ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3163797443(NAD 83)
 DJ1601_MARKER: DD = SURVEY DISK
 DJ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1601+STABILITY: SURFACE MOTION
 DJ1601
 DJ1601  HISTORY     - Date     Condition        Report By
 DJ1601  HISTORY     - 1978     MONUMENTED       MSSU
 DJ1601
 DJ1601                          STATION DESCRIPTION
 DJ1601
 DJ1601'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1978 (RB)
 DJ1601'THE STATION IS A MSU AL DISK STAMPED---7804---SET IN A 8X18-INCH
 DJ1601'CONCRETE CYLINDER 0.7 FT BELOW GROUND, 3.7 MI SSW OF MSU CAMPUS, 0.5
 DJ1601'MI SOUTH OF COUNTRY CLUB RD, 17.1 M WNW OF CROSSROAD, 18.5 M EAST OF
 DJ1601'PP B281, 13.14 M WSW OF WEST END OF CULVERT, 16 FT NORTH OF GRAVEL RD,
 DJ1601'APPROX. 15 M WEST OF S. MONTGOMERY ST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1602 ***********************************************************************
 DJ1602  DESIGNATION -  7805
 DJ1602  PID         -  DJ1602
 DJ1602  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1602  USGS QUAD   -  STARKVILLE (1982)
 DJ1602
 DJ1602                         *CURRENT SURVEY CONTROL
 DJ1602  ___________________________________________________________________
 DJ1602* NAD 83(1993)-  33 23 47.05138(N)    088 48 36.96514(W)     ADJUSTED  
 DJ1602* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 DJ1602  ___________________________________________________________________
 DJ1602  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DJ1602  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ1602  HORZ ORDER  -  SECOND
 DJ1602
 DJ1602.The horizontal coordinates were established by classical geodetic methods
 DJ1602.and adjusted by the National Geodetic Survey in May 1994.
 DJ1602
 DJ1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1602
 DJ1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1602
 DJ1602.The geoid height was determined by GEOID03.
 DJ1602
 DJ1602;                    North         East     Units Scale Factor Converg.
 DJ1602;SPC MS E     -   432,001.682   302,145.723   MT  0.99995006   +0 00 45.7
 DJ1602;SPC MS E     - 1,417,325.52    991,289.76   sFT  0.99995006   +0 00 45.7
 DJ1602;UTM  16      - 3,696,697.881   331,641.425   MT  0.99994947   -0 59 48.0
 DJ1602
 DJ1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1602!SPC MS E     -   0.99998906  x   0.99995006  =   0.99993912
 DJ1602!UTM  16      -   0.99998906  x   0.99994947  =   0.99993853
 DJ1602
 DJ1602:                Primary Azimuth Mark                     Grid Az
 DJ1602:SPC MS E     -  STARKVILLE CV MAST                       030 29 11.0
 DJ1602:UTM  16      -  STARKVILLE CV MAST                       031 29 44.7
 DJ1602
 DJ1602|---------------------------------------------------------------------|
 DJ1602| PID    Reference Object                     Distance      Geod. Az  |
 DJ1602|                                                           dddmmss.s |
 DJ1602| DJ1748 STARKVILLE CV MAST                  APPROX. 6.8 KM 0302956.7 |
 DJ1602| DJ1603 7806                                APPROX. 0.6 KM 1802120.2 |
 DJ1602|---------------------------------------------------------------------|
 DJ1602
 DJ1602                          SUPERSEDED SURVEY CONTROL
 DJ1602
 DJ1602  NAD 83(1993)-  33 23 47.06155(N)    088 48 36.96405(W) AD(       ) 2
 DJ1602  NAD 83(1986)-  33 23 47.06173(N)    088 48 36.96200(W) AD(       ) 2
 DJ1602  NGVD 29 (01/23/89)   97.9    (m)          321.     (f) VERT ANG    3  
 DJ1602
 DJ1602.Superseded values are not recommended for survey control.
 DJ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1602.See file dsdata.txt to determine how the superseded data were derived.
 DJ1602
 DJ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3164196698(NAD 83)
 DJ1602_MARKER: DD = SURVEY DISK
 DJ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1602+STABILITY: SURFACE MOTION
 DJ1602
 DJ1602  HISTORY     - Date     Condition        Report By
 DJ1602  HISTORY     - 1978     MONUMENTED       MSSU
 DJ1602
 DJ1602                          STATION DESCRIPTION
 DJ1602
 DJ1602'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1978 (RB)
 DJ1602'THE STATION IS A MSU AL DISK STAMPED---7805---SET IN A 8X18-INCH
 DJ1602'CONCRETE CYLINDER 6-INCH BELOW GROUND, 4.0 MI SOUTH OF MS HWY 12, 16.0
 DJ1602'FT EAST OF S. MONTGOMERY ST, 4.0 FT SSE OF CONCRETE DRIVE EDGE, 13.3
 DJ1602'FT WEST OF S. GATE POST AND 23.2 FT SW OF N. GATE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1603 ***********************************************************************
 DJ1603  DESIGNATION -  7806
 DJ1603  PID         -  DJ1603
 DJ1603  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1603  USGS QUAD   -  STARKVILLE (1982)
 DJ1603
 DJ1603                         *CURRENT SURVEY CONTROL
 DJ1603  ___________________________________________________________________
 DJ1603* NAD 83(1993)-  33 23 28.00769(N)    088 48 37.10604(W)     ADJUSTED  
 DJ1603* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 DJ1603  ___________________________________________________________________
 DJ1603  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DJ1603  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ1603  HORZ ORDER  -  SECOND
 DJ1603
 DJ1603.The horizontal coordinates were established by classical geodetic methods
 DJ1603.and adjusted by the National Geodetic Survey in May 1994.
 DJ1603
 DJ1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1603
 DJ1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1603
 DJ1603.The geoid height was determined by GEOID03.
 DJ1603
 DJ1603;                    North         East     Units Scale Factor Converg.
 DJ1603;SPC MS E     -   431,414.998   302,142.212   MT  0.99995006   +0 00 45.6
 DJ1603;SPC MS E     - 1,415,400.71    991,278.24   sFT  0.99995006   +0 00 45.6
 DJ1603;UTM  16      - 3,696,111.350   331,627.580   MT  0.99994952   -0 59 47.5
 DJ1603
 DJ1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1603!SPC MS E     -   0.99998946  x   0.99995006  =   0.99993952
 DJ1603!UTM  16      -   0.99998946  x   0.99994952  =   0.99993898
 DJ1603
 DJ1603:                Primary Azimuth Mark                     Grid Az
 DJ1603:SPC MS E     -  7805                                     000 20 34.5
 DJ1603:UTM  16      -  7805                                     001 21 07.6
 DJ1603
 DJ1603|---------------------------------------------------------------------|
 DJ1603| PID    Reference Object                     Distance      Geod. Az  |
 DJ1603|                                                           dddmmss.s |
 DJ1603| DJ1602 7805                                APPROX. 0.6 KM 0002120.1 |
 DJ1603|---------------------------------------------------------------------|
 DJ1603
 DJ1603                          SUPERSEDED SURVEY CONTROL
 DJ1603
 DJ1603  NAD 83(1993)-  33 23 28.01785(N)    088 48 37.10494(W) AD(       ) 2
 DJ1603  NAD 83(1986)-  33 23 28.01803(N)    088 48 37.10284(W) AD(       ) 2
 DJ1603  NGVD 29 (01/23/89)   95.3    (m)          313.     (f) VERT ANG    3  
 DJ1603
 DJ1603.Superseded values are not recommended for survey control.
 DJ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1603.See file dsdata.txt to determine how the superseded data were derived.
 DJ1603
 DJ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3162896111(NAD 83)
 DJ1603_MARKER: DD = SURVEY DISK
 DJ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1603+STABILITY: SURFACE MOTION
 DJ1603
 DJ1603  HISTORY     - Date     Condition        Report By
 DJ1603  HISTORY     - 1978     MONUMENTED       MSSU
 DJ1603
 DJ1603                          STATION DESCRIPTION
 DJ1603
 DJ1603'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1978 (RB)
 DJ1603'THE STATION IS A MSU AL DISK STAMPED---7806---SET IN 8X18-INCH
 DJ1603'CONCRETE CYLINDER 0.7 FT BELOW GROUND, 4.4 MI SOUTH OF MS HWY 12, 18.6
 DJ1603'FT EAST OF S. MONTGOMERY ST, 6.17 M WEST OF PP P59, 5.1 M NORTH OF
 DJ1603'PROJ N. WALL AND 36.7 M ENE OF NE COR OF SMALL BLOCK BLDG ON WEST SIDE
 DJ1603'OF ST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1604 ***********************************************************************
 DJ1604  DESIGNATION -  7807
 DJ1604  PID         -  DJ1604
 DJ1604  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1604  USGS QUAD   -  STARKVILLE (1982)
 DJ1604
 DJ1604                         *CURRENT SURVEY CONTROL
 DJ1604  ___________________________________________________________________
 DJ1604* NAD 83(1993)-  33 26 43.44375(N)    088 48 37.14438(W)     ADJUSTED  
 DJ1604* NAVD 88     -       113.6    (meters)     373.     (feet)  VERTCON   
 DJ1604  ___________________________________________________________________
 DJ1604  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DJ1604  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1604  HORZ ORDER  -  SECOND
 DJ1604
 DJ1604.The horizontal coordinates were established by classical geodetic methods
 DJ1604.and adjusted by the National Geodetic Survey in May 1994.
 DJ1604
 DJ1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1604
 DJ1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1604
 DJ1604.The geoid height was determined by GEOID03.
 DJ1604
 DJ1604;                    North         East     Units Scale Factor Converg.
 DJ1604;SPC MS E     -   437,435.861   302,139.889   MT  0.99995006   +0 00 45.7
 DJ1604;SPC MS E     - 1,435,154.15    991,270.62   sFT  0.99995006   +0 00 45.7
 DJ1604;UTM  16      - 3,702,131.314   331,731.380   MT  0.99994909   -0 59 52.7
 DJ1604
 DJ1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1604!SPC MS E     -   0.99998659  x   0.99995006  =   0.99993665
 DJ1604!UTM  16      -   0.99998659  x   0.99994909  =   0.99993568
 DJ1604
 DJ1604:                Primary Azimuth Mark                     Grid Az
 DJ1604:SPC MS E     -  7809                                     000 45 51.0
 DJ1604:UTM  16      -  7809                                     001 46 29.4
 DJ1604
 DJ1604|---------------------------------------------------------------------|
 DJ1604| PID    Reference Object                     Distance      Geod. Az  |
 DJ1604|                                                           dddmmss.s |
 DJ1604| DJ1606 7809                                APPROX. 1.0 KM 0004636.7 |
 DJ1604|---------------------------------------------------------------------|
 DJ1604
 DJ1604                          SUPERSEDED SURVEY CONTROL
 DJ1604
 DJ1604  NAD 83(1993)-  33 26 43.45408(N)    088 48 37.14321(W) AD(       ) 2
 DJ1604  NAD 83(1986)-  33 26 43.45436(N)    088 48 37.14284(W) AD(       ) 2
 DJ1604  NGVD 29 (01/23/89)  113.6    (m)          373.     (f) VERT ANG    3  
 DJ1604
 DJ1604.Superseded values are not recommended for survey control.
 DJ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1604.See file dsdata.txt to determine how the superseded data were derived.
 DJ1604
 DJ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3173102131(NAD 83)
 DJ1604_MARKER: DD = SURVEY DISK
 DJ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1604+STABILITY: SURFACE MOTION
 DJ1604
 DJ1604  HISTORY     - Date     Condition        Report By
 DJ1604  HISTORY     - 1978     MONUMENTED       MSSU
 DJ1604  HISTORY     - 1986     GOOD             MSSU
 DJ1604
 DJ1604                          STATION DESCRIPTION
 DJ1604
 DJ1604'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1978 (RB)
 DJ1604'THE STATION IS A MSU AL DISK STAMPED---7807---SET IN 8X18-INCH
 DJ1604'CONCRETE CYLINDER 0.4 FT BELOW GROUND, 1.4 MI WSW OF MSU CAMPUS, 0.65
 DJ1604'MI SOUTH OF MS HWY 12, 18.4 FT WEST OF S. MONTGOMERY ST, 16.5 FT SE OF
 DJ1604'NE COR AND 8.4 FT EAST OF SE COR OF CONCRETE DRIVE.
 DJ1604
 DJ1604                          STATION RECOVERY (1986)
 DJ1604
 DJ1604'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1604'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8578 ***********************************************************************
 DJ8578  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8578  DESIGNATION -  79+38.79
 DJ8578  PID         -  DJ8578
 DJ8578  STATE/COUNTY-  MS/GRENADA
 DJ8578  USGS QUAD   -  GRENADA (1983)
 DJ8578
 DJ8578                         *CURRENT SURVEY CONTROL
 DJ8578  ___________________________________________________________________
 DJ8578* NAD 83(2007)-  33 49 46.98337(N)    089 46 24.19602(W)     ADJUSTED  
 DJ8578* NAVD 88     -        78.28   (meters)     256.8    (feet)  GPS OBS   
 DJ8578  ___________________________________________________________________
 DJ8578  EPOCH DATE  -        2002.00
 DJ8578  X           -      20,977.318 (meters)                     COMP
 DJ8578  Y           -  -5,303,798.458 (meters)                     COMP
 DJ8578  Z           -   3,530,800.911 (meters)                     COMP
 DJ8578  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DJ8578  ELLIP HEIGHT-          51.679 (meters)          (02/15/08) ADJUSTED
 DJ8578  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DJ8578  HORZ ORDER  -  B
 DJ8578  ELLP ORDER  -  FOURTH    CLASS II
 DJ8578
 DJ8578.The horizontal coordinates were established by GPS observations
 DJ8578.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8578
 DJ8578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8578.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8578.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8578.The epoch date for horizontal control is a decimal equivalence
 DJ8578.of Year/Month/Day.
 DJ8578
 DJ8578.The orthometric height was determined by GPS observations and a
 DJ8578.high-resolution geoid model.
 DJ8578.The orthometric height was determined by GPS observations and a
 DJ8578.high-resolution geoid model using precise GPS observation and
 DJ8578.processing techniques.
 DJ8578
 DJ8578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8578
 DJ8578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8578
 DJ8578.The ellipsoidal height was determined by GPS observations
 DJ8578.and is referenced to NAD 83.
 DJ8578
 DJ8578.The geoid height was determined by GEOID03.
 DJ8578
 DJ8578;                    North         East     Units Scale Factor Converg.
 DJ8578;SPC MS W     -   480,201.299   751,831.168   MT  0.99998311   +0 18 42.3
 DJ8578;SPC MS W     - 1,575,460.43  2,466,632.76   sFT  0.99998311   +0 18 42.3
 DJ8578;UTM  16      - 3,746,735.614   243,335.335   MT  1.00041219   -1 32 41.5
 DJ8578
 DJ8578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8578!SPC MS W     -   0.99999189  x   0.99998311  =   0.99997500
 DJ8578!UTM  16      -   0.99999189  x   1.00041219  =   1.00040407
 DJ8578
 DJ8578                          SUPERSEDED SURVEY CONTROL
 DJ8578
 DJ8578.No superseded survey control is available for this station.
 DJ8578
 DJ8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4333546736(NAD 83)
 DJ8578_MARKER: DD = SURVEY DISK
 DJ8578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8578_STAMPING: 79 38.79
 DJ8578_MARK LOGO: USACE 
 DJ8578_PROJECTION: FLUSH
 DJ8578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8578+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2007
 DJ8578
 DJ8578  HISTORY     - Date     Condition        Report By
 DJ8578  HISTORY     - UNK      MONUMENTED       USACE
 DJ8578  HISTORY     - 20070120 GOOD             EMCINC
 DJ8578
 DJ8578                          STATION DESCRIPTION
 DJ8578
 DJ8578'DESCRIBED BY EMC INCORPORATED 2007 (MDG)
 DJ8578'FROM THE INTERSECTION OF U.S. HIGHWAY 8 AND SCENIC LOOP ROAD PROCEED
 DJ8578'NORTH EASTERLY 0.50 MI (0.8 KM) TO THE INTERSECTION OF SCENIC LOOP
 DJ8578'ROAD AND SR 333.  PROCEED NORTHERLY ALONG SR 333 FOR 3.22 MI (5.2 KM)
 DJ8578'TO THE TOP OF THE DAM AND THE MONUMENT LOCATED ON THE RIGHT.THE
 DJ8578'MONUMENT IS LOCATED IN AN ANGLE OF THE LEVEE ON THE LAKESIDE OF
 DJ8578'GRENADA DAM. MONUMENT IS 15.2 FT (4.6 M) EAST OF THE CENTERLINE OF THE
 DJ8578'ROAD AND 1.5 FT (0.5 M) EAST OF THE GUARDRAIL AND 6 FT (1.8 M) WEST OF
 DJ8578'THE TOP OF THE RIP RAP. MONUMENT IS STAMPED 79+38.79.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1609 ***********************************************************************
 DJ1609  DESIGNATION -  7902
 DJ1609  PID         -  DJ1609
 DJ1609  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1609  USGS QUAD   -  STARKVILLE (1982)
 DJ1609
 DJ1609                         *CURRENT SURVEY CONTROL
 DJ1609  ___________________________________________________________________
 DJ1609* NAD 83(1993)-  33 22 53.28018(N)    088 45 56.48229(W)     ADJUSTED  
 DJ1609* NAVD 88     -       104.8    (meters)     344.     (feet)  VERTCON   
 DJ1609  ___________________________________________________________________
 DJ1609  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DJ1609  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ1609  HORZ ORDER  -  SECOND
 DJ1609
 DJ1609.The horizontal coordinates were established by classical geodetic methods
 DJ1609.and adjusted by the National Geodetic Survey in May 1994.
 DJ1609
 DJ1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1609
 DJ1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1609
 DJ1609.The geoid height was determined by GEOID03.
 DJ1609
 DJ1609;                    North         East     Units Scale Factor Converg.
 DJ1609;SPC MS E     -   430,346.949   306,293.874   MT  0.99995049   +0 02 14.0
 DJ1609;SPC MS E     - 1,411,896.62  1,004,899.15   sFT  0.99995049   +0 02 14.0
 DJ1609;UTM  16      - 3,694,970.364   335,759.751   MT  0.99993258   -0 58 18.2
 DJ1609
 DJ1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1609!SPC MS E     -   0.99998799  x   0.99995049  =   0.99993848
 DJ1609!UTM  16      -   0.99998799  x   0.99993258  =   0.99992057
 DJ1609
 DJ1609:                Primary Azimuth Mark                     Grid Az
 DJ1609:SPC MS E     -  7905                                     158 08 51.2
 DJ1609:UTM  16      -  7905                                     159 09 23.4
 DJ1609
 DJ1609|---------------------------------------------------------------------|
 DJ1609| PID    Reference Object                     Distance      Geod. Az  |
 DJ1609|                                                           dddmmss.s |
 DJ1609| DJ1612 7905                                APPROX. 1.1 KM 1581105.2 |
 DJ1609| DJ1724 BURT                                 47.802 METERS 33954     |
 DJ1609|---------------------------------------------------------------------|
 DJ1609
 DJ1609                          SUPERSEDED SURVEY CONTROL
 DJ1609
 DJ1609  NAD 83(1993)-  33 22 53.28990(N)    088 45 56.48103(W) AD(       ) 2
 DJ1609  NAD 83(1986)-  33 22 53.29092(N)    088 45 56.47770(W) AD(       ) 2
 DJ1609  NGVD 29 (01/23/89)  104.8    (m)          344.     (f) VERT ANG    3  
 DJ1609
 DJ1609.Superseded values are not recommended for survey control.
 DJ1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1609.See file dsdata.txt to determine how the superseded data were derived.
 DJ1609
 DJ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3576094970(NAD 83)
 DJ1609_MARKER: DD = SURVEY DISK
 DJ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1609+STABILITY: SURFACE MOTION
 DJ1609
 DJ1609  HISTORY     - Date     Condition        Report By
 DJ1609  HISTORY     - 1979     MONUMENTED       MSSU
 DJ1609  HISTORY     - 1987     GOOD             MSSU
 DJ1609
 DJ1609                          STATION DESCRIPTION
 DJ1609
 DJ1609'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1979 (RB)
 DJ1609'THE STATION IS A MSU AL DISK STAMPED---7902---SET IN A 15X29 CM
 DJ1609'CONCRETE CYLINDER 10 CM BELOW GROUND, 4.4 MI EAST AND SOUTH OF OKTOC-
 DJ1609'BLACKJACK RD JCT AT SOUTH EDGE OF MSU CAMPUS, 9.4 M WEST OF OKTOC RD,
 DJ1609'13.1 M NORTH OF DRIVE, 1 M NORTH OF PROJ OF RD EAST, 3.40 M WEST OF S.
 DJ1609'END OF CMP.
 DJ1609
 DJ1609                          STATION RECOVERY (1987)
 DJ1609
 DJ1609'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1609'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1612 ***********************************************************************
 DJ1612  DESIGNATION -  7905
 DJ1612  PID         -  DJ1612
 DJ1612  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1612  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1612
 DJ1612                         *CURRENT SURVEY CONTROL
 DJ1612  ___________________________________________________________________
 DJ1612* NAD 83(1993)-  33 22 21.12158(N)    088 45 41.14048(W)     ADJUSTED  
 DJ1612* NAVD 88     -        99.56   (+/-2cm)     326.6    (feet)  VERTCON   
 DJ1612  ___________________________________________________________________
 DJ1612  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DJ1612  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ1612  HORZ ORDER  -  SECOND
 DJ1612  VERT ORDER  -  THIRD ? (See Below)
 DJ1612
 DJ1612.The horizontal coordinates were established by classical geodetic methods
 DJ1612.and adjusted by the National Geodetic Survey in May 1994.
 DJ1612
 DJ1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1612.The vertical order pertains to the NGVD 29 superseded value.
 DJ1612
 DJ1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1612
 DJ1612.The geoid height was determined by GEOID03.
 DJ1612
 DJ1612;                    North         East     Units Scale Factor Converg.
 DJ1612;SPC MS E     -   429,356.501   306,691.077   MT  0.99995055   +0 02 22.4
 DJ1612;SPC MS E     - 1,408,647.12  1,006,202.31   sFT  0.99995055   +0 02 22.4
 DJ1612;UTM  16      - 3,693,973.094   336,139.448   MT  0.99993104   -0 58 08.9
 DJ1612
 DJ1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1612!SPC MS E     -   0.99998882  x   0.99995055  =   0.99993937
 DJ1612!UTM  16      -   0.99998882  x   0.99993104  =   0.99991986
 DJ1612
 DJ1612:                Primary Azimuth Mark                     Grid Az
 DJ1612:SPC MS E     -  7902                                     338 08 51.2
 DJ1612:UTM  16      -  7902                                     339 09 22.5
 DJ1612
 DJ1612|---------------------------------------------------------------------|
 DJ1612| PID    Reference Object                     Distance      Geod. Az  |
 DJ1612|                                                           dddmmss.s |
 DJ1612| DJ1609 7902                                APPROX. 1.1 KM 3381113.6 |
 DJ1612| DJ1611 7904                                194.078 METERS 33930     |
 DJ1612|---------------------------------------------------------------------|
 DJ1612
 DJ1612                          SUPERSEDED SURVEY CONTROL
 DJ1612
 DJ1612  NAD 83(1993)-  33 22 21.13138(N)    088 45 41.13918(W) AD(       ) 2
 DJ1612  NAD 83(1986)-  33 22 21.13232(N)    088 45 41.13593(W) AD(       ) 2
 DJ1612  NGVD 29 (01/23/89)   99.51   (m)          326.5    (f) LEVELING    3  
 DJ1612
 DJ1612.Superseded values are not recommended for survey control.
 DJ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1612.See file dsdata.txt to determine how the superseded data were derived.
 DJ1612
 DJ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3613993973(NAD 83)
 DJ1612_MARKER: DD = SURVEY DISK
 DJ1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1612+STABILITY: SURFACE MOTION
 DJ1612
 DJ1612  HISTORY     - Date     Condition        Report By
 DJ1612  HISTORY     - 1979     MONUMENTED       MSSU
 DJ1612  HISTORY     - 1987     GOOD             MSSU
 DJ1612
 DJ1612                          STATION DESCRIPTION
 DJ1612
 DJ1612'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1979 (RB)
 DJ1612'THE STATION IS A MSU AL DISK STAMPED---7905---SET IN A 22X38 CM
 DJ1612'CONCRETE CYLINDER 12 CM BELOW GROUND, 5.8 MI SSE OF MSU CAMPUS, 2.8 MI
 DJ1612'NORTH OF OKTOC, 5.60 M EAST OF OKTOC RD, 4.8 M S. OF DRIVE EAST, 16.55
 DJ1612'AND 24.4 M SE OF S AND N FENCE COR POSTS FOR DRIVE WEST, 9.0 M SW OF
 DJ1612'NORTH POST AND 5.8 M WEST OF S. POST OF GATE ACROSS DRIVE EAST TO
 DJ1612'PEACH ORCHARD.
 DJ1612
 DJ1612                          STATION RECOVERY (1987)
 DJ1612
 DJ1612'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1612'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1614 ***********************************************************************
 DJ1614  DESIGNATION -  7907
 DJ1614  PID         -  DJ1614
 DJ1614  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1614  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1614
 DJ1614                         *CURRENT SURVEY CONTROL
 DJ1614  ___________________________________________________________________
 DJ1614* NAD 83(1993)-  33 22 26.97572(N)    088 46 27.17793(W)     ADJUSTED  
 DJ1614* NAVD 88     -        99.0    (meters)     325.     (feet)  VERTCON   
 DJ1614  ___________________________________________________________________
 DJ1614  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DJ1614  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ1614  HORZ ORDER  -  SECOND
 DJ1614
 DJ1614.The horizontal coordinates were established by classical geodetic methods
 DJ1614.and adjusted by the National Geodetic Survey in May 1994.
 DJ1614
 DJ1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1614
 DJ1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1614
 DJ1614.The geoid height was determined by GEOID03.
 DJ1614
 DJ1614;                    North         East     Units Scale Factor Converg.
 DJ1614;SPC MS E     -   429,536.101   305,500.985   MT  0.99995037   +0 01 57.1
 DJ1614;SPC MS E     - 1,409,236.36  1,002,297.81   sFT  0.99995037   +0 01 57.1
 DJ1614;UTM  16      - 3,694,173.615   334,952.722   MT  0.99993586   -0 58 34.4
 DJ1614
 DJ1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1614!SPC MS E     -   0.99998890  x   0.99995037  =   0.99993927
 DJ1614!UTM  16      -   0.99998890  x   0.99993586  =   0.99992476
 DJ1614
 DJ1614:                Primary Azimuth Mark                     Grid Az
 DJ1614:SPC MS E     -  7908                                     269 13 27.8
 DJ1614:UTM  16      -  7908                                     270 13 59.3
 DJ1614
 DJ1614|---------------------------------------------------------------------|
 DJ1614| PID    Reference Object                     Distance      Geod. Az  |
 DJ1614|                                                           dddmmss.s |
 DJ1614| DJ1615 7908                                APPROX. 0.7 KM 2691524.9 |
 DJ1614|---------------------------------------------------------------------|
 DJ1614
 DJ1614                          SUPERSEDED SURVEY CONTROL
 DJ1614
 DJ1614  NAD 83(1993)-  33 22 26.98554(N)    088 46 27.17669(W) AD(       ) 2
 DJ1614  NAD 83(1986)-  33 22 26.98644(N)    088 46 27.17365(W) AD(       ) 2
 DJ1614  NGVD 29 (01/23/89)   98.9    (m)          324.     (f) VERT ANG    3  
 DJ1614
 DJ1614.Superseded values are not recommended for survey control.
 DJ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1614.See file dsdata.txt to determine how the superseded data were derived.
 DJ1614
 DJ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3495394174(NAD 83)
 DJ1614_MARKER: DD = SURVEY DISK
 DJ1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1614+STABILITY: SURFACE MOTION
 DJ1614
 DJ1614  HISTORY     - Date     Condition        Report By
 DJ1614  HISTORY     - 1979     MONUMENTED       MSSU
 DJ1614
 DJ1614                          STATION DESCRIPTION
 DJ1614
 DJ1614'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1979 (RB)
 DJ1614'THE STATION IS A MSU AL DISK STAMPED---7907---SET IN A 30X45 CM
 DJ1614'CONCRETE CYLINDER 18 CM BELOW GROUND, 5.5 MI S. OF MSU CAMPUS, 0.7 MI
 DJ1614'WEST OF OKTOC RD, 3.2 M S. OF GRAVEL RD, 8.8 M S. OF FENCE, 14.0 AND
 DJ1614'5.7 M EAST OF TWO DRIVES SOUTH, 4.6 M N. OF POWER LINE, 30.5 M N. OF
 DJ1614'PP, 10.7 M ENE OF PP, 12.7 M N. OF 18-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1617 ***********************************************************************
 DJ1617  DESIGNATION -  7910
 DJ1617  PID         -  DJ1617
 DJ1617  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1617  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1617
 DJ1617                         *CURRENT SURVEY CONTROL
 DJ1617  ___________________________________________________________________
 DJ1617* NAD 83(1993)-  33 22 26.36447(N)    088 48 37.60800(W)     ADJUSTED  
 DJ1617* NAVD 88     -        82.42   (+/-2cm)     270.4    (feet)  VERTCON   
 DJ1617  ___________________________________________________________________
 DJ1617  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DJ1617  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ1617  HORZ ORDER  -  SECOND
 DJ1617  VERT ORDER  -  THIRD ? (See Below)
 DJ1617
 DJ1617.The horizontal coordinates were established by classical geodetic methods
 DJ1617.and adjusted by the National Geodetic Survey in May 1994.
 DJ1617
 DJ1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1617.The vertical order pertains to the NGVD 29 superseded value.
 DJ1617
 DJ1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1617
 DJ1617.The geoid height was determined by GEOID03.
 DJ1617
 DJ1617;                    North         East     Units Scale Factor Converg.
 DJ1617;SPC MS E     -   429,515.943   302,129.657   MT  0.99995006   +0 00 45.3
 DJ1617;SPC MS E     - 1,409,170.22    991,237.05   sFT  0.99995006   +0 00 45.3
 DJ1617;UTM  16      - 3,694,212.812   331,581.587   MT  0.99994972   -0 59 46.2
 DJ1617
 DJ1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1617!SPC MS E     -   0.99999150  x   0.99995006  =   0.99994156
 DJ1617!UTM  16      -   0.99999150  x   0.99994972  =   0.99994122
 DJ1617
 DJ1617:                Primary Azimuth Mark                     Grid Az
 DJ1617:SPC MS E     -  7911                                     000 47 45.3
 DJ1617:UTM  16      -  7911                                     001 48 16.8
 DJ1617
 DJ1617|---------------------------------------------------------------------|
 DJ1617| PID    Reference Object                     Distance      Geod. Az  |
 DJ1617|                                                           dddmmss.s |
 DJ1617| DJ1618 7911                                APPROX. 0.8 KM 0004830.6 |
 DJ1617| DJ1616 7909                                APPROX. 1.2 KM 0894938.5 |
 DJ1617| DJ1619 7912                                407.427 METERS 2693747.0 |
 DJ1617|---------------------------------------------------------------------|
 DJ1617
 DJ1617                          SUPERSEDED SURVEY CONTROL
 DJ1617
 DJ1617  NAD 83(1993)-  33 22 26.37457(N)    088 48 37.60692(W) AD(       ) 2
 DJ1617  NAD 83(1986)-  33 22 26.37482(N)    088 48 37.60467(W) AD(       ) 2
 DJ1617  NGVD 29 (01/23/89)   82.38   (m)          270.3    (f) LEVELING    3  
 DJ1617
 DJ1617.Superseded values are not recommended for survey control.
 DJ1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1617.See file dsdata.txt to determine how the superseded data were derived.
 DJ1617
 DJ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3158294213(NAD 83)
 DJ1617_MARKER: DD = SURVEY DISK
 DJ1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1617+STABILITY: SURFACE MOTION
 DJ1617
 DJ1617  HISTORY     - Date     Condition        Report By
 DJ1617  HISTORY     - 1979     MONUMENTED       MSSU
 DJ1617
 DJ1617                          STATION DESCRIPTION
 DJ1617
 DJ1617'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1979 (RB)
 DJ1617'THE STATION IS A MSU AL DISK STAMPED---7910---SET IN A 30X30 CM
 DJ1617'CONCRETE CYLINDER 10 CM BELOW GRAVEL SURFACE, 5.5 MI SSW OF MSU CAMPUS
 DJ1617'AT S. END OF S. MONTGOMERY ST, 0.8 M EAST OF PROJ C/L OF ST, 0.9 M
 DJ1617'SOUTH OF C/L GRAVEL RD, 15.1 M SW OF CROSSTIE COR FENCE POST, 21.4 M
 DJ1617'SSE OF T-POWER POLE WITH OVERHEAD GUY, 7.6 M S. OF PROJ FENCE EAST,
 DJ1617'8.4 M WEST OF PROJ FENCE NORTH, 11.0 M NORTH OF FENCE, 58.5 FT SOUTH
 DJ1617'OF POWER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0357 ***********************************************************************
 EH0357  DESIGNATION -  8 A
 EH0357  PID         -  EH0357
 EH0357  STATE/COUNTY-  MS/BOLIVAR
 EH0357  USGS QUAD   -  LACONIA (1982)
 EH0357
 EH0357                         *CURRENT SURVEY CONTROL
 EH0357  ___________________________________________________________________
 EH0357* NAD 83(1986)-  34 01 06.     (N)    090 54 13.     (W)     SCALED    
 EH0357* NAVD 88     -        47.49   (+/-2cm)     155.8    (feet)  VERTCON   
 EH0357  ___________________________________________________________________
 EH0357  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0357  VERT ORDER  -  ? (See Below)
 EH0357
 EH0357.The horizontal coordinates were scaled from a topographic map and have
 EH0357.an estimated accuracy of +/- 6 seconds.
 EH0357
 EH0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0357.The vertical order pertains to the NGVD 29 superseded value.
 EH0357
 EH0357.The geoid height was determined by GEOID03.
 EH0357
 EH0357;                    North         East    Units  Estimated Accuracy
 EH0357;SPC MS W     -   501,130.      647,330.      MT  (+/- 180 meters Scaled)
 EH0357
 EH0357                          SUPERSEDED SURVEY CONTROL
 EH0357
 EH0357  NGVD 29 (??/??/??)   47.541  (m)          155.97   (f) ADJUSTED    ?  
 EH0357
 EH0357.Superseded values are not recommended for survey control.
 EH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0357.See file dsdata.txt to determine how the superseded data were derived.
 EH0357
 EH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT935661(NAD 83)
 EH0357_MARKER: P = PIPE CAP
 EH0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0357
 EH0357  HISTORY     - Date     Condition        Report By
 EH0357  HISTORY     - UNK      MONUMENTED       DOD
 EH0357  HISTORY     - 1934     GOOD             CGS
 EH0357  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0357
 EH0357                          STATION DESCRIPTION
 EH0357
 EH0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0357'2 MI W FROM DEESON.
 EH0357'IS A 2 INCH PIPE WITH BRASS CAP SET IN AN 18 INCH CONCRETE BLOCK 6
 EH0357'INCHES THICK LOCATED ON THE LEFT BANK OF THE MISS. RIVER 2 MILES WEST
 EH0357'OF DEESON, BOLIVAR COUNTY, MISSISSIPPI.  500 FEET SOUTHWEST OF
 EH0357'INTERSECTION OF LEVEES.  150 FEET SOUTH OF SMALL ROAD.  NOTE-- ROAD IS
 EH0357'GONE, AREA HAS BEEN LEVELED AND PUT UNDER CULTIVATION.
 EH0357
 EH0357                          STATION RECOVERY (1967)
 EH0357
 EH0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1195 ***********************************************************************
 DK1195  DESIGNATION -  80 A BOLT RESET
 DK1195  PID         -  DK1195
 DK1195  STATE/COUNTY-  MS/WASHINGTON
 DK1195  USGS QUAD   -  AVON (1970)
 DK1195
 DK1195                         *CURRENT SURVEY CONTROL
 DK1195  ___________________________________________________________________
 DK1195* NAD 83(1986)-  33 08 49.     (N)    091 04 11.     (W)     SCALED    
 DK1195* NAVD 88     -        33.067  (meters)     108.49   (feet)  ADJUSTED  
 DK1195  ___________________________________________________________________
 DK1195  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1195  DYNAMIC HT  -          33.032 (meters)     108.37  (feet)  COMP
 DK1195  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DK1195
 DK1195  VERT ORDER  -  FIRST     CLASS I
 DK1195
 DK1195.The horizontal coordinates were scaled from a topographic map and have
 DK1195.an estimated accuracy of +/- 6 seconds.
 DK1195
 DK1195.The orthometric height was determined by differential leveling
 DK1195.and adjusted in June 1991.
 DK1195
 DK1195.The geoid height was determined by GEOID03.
 DK1195
 DK1195.The dynamic height is computed by dividing the NAVD 88
 DK1195.geopotential number by the normal gravity value computed on the
 DK1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1195.degrees latitude (g = 980.6199 gals.).
 DK1195
 DK1195.The modeled gravity was interpolated from observed gravity values.
 DK1195
 DK1195;                    North         East    Units  Estimated Accuracy
 DK1195;SPC MS W     -   404,580.      631,300.      MT  (+/- 180 meters Scaled)
 DK1195
 DK1195                          SUPERSEDED SURVEY CONTROL
 DK1195
 DK1195  NGVD 29 (??/??/??)   33.107  (m)          108.62   (f) ADJUSTED    1 1
 DK1195
 DK1195.Superseded values are not recommended for survey control.
 DK1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1195.See file dsdata.txt to determine how the superseded data were derived.
 DK1195
 DK1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS800692(NAD 83)
 DK1195_MARKER: B = BOLT
 DK1195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1195
 DK1195  HISTORY     - Date     Condition        Report By
 DK1195  HISTORY     - UNK      MONUMENTED       DOD
 DK1195  HISTORY     - 1973     GOOD             NGS
 DK1195  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1195
 DK1195                          STATION DESCRIPTION
 DK1195
 DK1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1195'5.80 MI S FROM AVON.
 DK1195'ABOUT 5.80 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE AVON METHODIST
 DK1195'CHURCH AT AVON, THENCE 0.10 MILE WEST ALONG A GRAVEL ROAD, 54 FEET
 DK1195'NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF A LARGE 40-INCH
 DK1195'COTTONWOOD TREE, 3.4 FEET EAST OF BM A240, 1973.  A COPPER BOLT SET IN
 DK1195'CEMENT IN A DRILLED HOLE ABOUT 36 INCHES BELOW THE GROUND SURFACE,
 DK1195'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WITH THE USE CAP MISSING.
 DK1195'1/4, SEC 18 , T 15N, R 8W.
 DK1195
 DK1195                          STATION RECOVERY (1992)
 DK1195
 DK1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1195'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1620 ***********************************************************************
 DJ1620  DESIGNATION -  8001
 DJ1620  PID         -  DJ1620
 DJ1620  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1620  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1620
 DJ1620                         *CURRENT SURVEY CONTROL
 DJ1620  ___________________________________________________________________
 DJ1620* NAD 83(1993)-  33 21 50.37495(N)    088 45 27.68426(W)     ADJUSTED  
 DJ1620* NAVD 88     -       104.6    (meters)     343.     (feet)  VERTCON   
 DJ1620  ___________________________________________________________________
 DJ1620  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DJ1620  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ1620  HORZ ORDER  -  SECOND
 DJ1620
 DJ1620.The horizontal coordinates were established by classical geodetic methods
 DJ1620.and adjusted by the National Geodetic Survey in May 1994.
 DJ1620
 DJ1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1620
 DJ1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1620
 DJ1620.The geoid height was determined by GEOID03.
 DJ1620
 DJ1620;                    North         East     Units Scale Factor Converg.
 DJ1620;SPC MS E     -   428,409.533   307,039.585   MT  0.99995061   +0 02 29.8
 DJ1620;SPC MS E     - 1,405,540.28  1,007,345.71   sFT  0.99995061   +0 02 29.8
 DJ1620;UTM  16      - 3,693,020.158   336,471.226   MT  0.99992970   -0 58 00.7
 DJ1620
 DJ1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1620!SPC MS E     -   0.99998803  x   0.99995061  =   0.99993864
 DJ1620!UTM  16      -   0.99998803  x   0.99992970  =   0.99991773
 DJ1620
 DJ1620:                Primary Azimuth Mark                     Grid Az
 DJ1620:SPC MS E     -  7905                                     339 47 42.3
 DJ1620:UTM  16      -  7905                                     340 48 12.8
 DJ1620
 DJ1620|---------------------------------------------------------------------|
 DJ1620| PID    Reference Object                     Distance      Geod. Az  |
 DJ1620|                                                           dddmmss.s |
 DJ1620| DJ1612 7905                                APPROX. 1.0 KM 3395012.1 |
 DJ1620|---------------------------------------------------------------------|
 DJ1620
 DJ1620                          SUPERSEDED SURVEY CONTROL
 DJ1620
 DJ1620  NAD 83(1993)-  33 21 50.38488(N)    088 45 27.68282(W) AD(       ) 2
 DJ1620  NAD 83(1986)-  33 21 50.38566(N)    088 45 27.67975(W) AD(       ) 2
 DJ1620  NGVD 29 (01/23/89)  104.5    (m)          343.     (f) VERT ANG    3  
 DJ1620
 DJ1620.Superseded values are not recommended for survey control.
 DJ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1620.See file dsdata.txt to determine how the superseded data were derived.
 DJ1620
 DJ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3647193020(NAD 83)
 DJ1620_MARKER: DD = SURVEY DISK
 DJ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1620+STABILITY: SURFACE MOTION
 DJ1620
 DJ1620  HISTORY     - Date     Condition        Report By
 DJ1620  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1620
 DJ1620                          STATION DESCRIPTION
 DJ1620
 DJ1620'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1620'THE STATION IS A MSU AL DISK STAMPED---8001---SET IN A 6X18-INCH
 DJ1620'CONCRETE CYLINDER 0.8 FT BELOW GROUND, 2.2 MI N. OF OKTOC, 0.6 MI S OF
 DJ1620'T-RD-W, 5.4 M EAST OF OKTOC RD, 6.92 M WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1621 ***********************************************************************
 DJ1621  DESIGNATION -  8002
 DJ1621  PID         -  DJ1621
 DJ1621  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1621  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1621
 DJ1621                         *CURRENT SURVEY CONTROL
 DJ1621  ___________________________________________________________________
 DJ1621* NAD 83(1993)-  33 21 13.86323(N)    088 45 29.64400(W)     ADJUSTED  
 DJ1621* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 DJ1621  ___________________________________________________________________
 DJ1621  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DJ1621  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DJ1621  HORZ ORDER  -  SECOND
 DJ1621
 DJ1621.The horizontal coordinates were established by classical geodetic methods
 DJ1621.and adjusted by the National Geodetic Survey in May 1994.
 DJ1621
 DJ1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1621
 DJ1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1621
 DJ1621.The geoid height was determined by GEOID03.
 DJ1621
 DJ1621;                    North         East     Units Scale Factor Converg.
 DJ1621;SPC MS E     -   427,284.678   306,989.735   MT  0.99995060   +0 02 28.6
 DJ1621;SPC MS E     - 1,401,849.81  1,007,182.16   sFT  0.99995060   +0 02 28.6
 DJ1621;UTM  16      - 3,691,896.378   336,401.590   MT  0.99992999   -0 58 00.9
 DJ1621
 DJ1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1621!SPC MS E     -   0.99998865  x   0.99995060  =   0.99993925
 DJ1621!UTM  16      -   0.99998865  x   0.99992999  =   0.99991864
 DJ1621
 DJ1621:                Primary Azimuth Mark                     Grid Az
 DJ1621:SPC MS E     -  8001                                     002 32 15.1
 DJ1621:UTM  16      -  8001                                     003 32 44.6
 DJ1621
 DJ1621|---------------------------------------------------------------------|
 DJ1621| PID    Reference Object                     Distance      Geod. Az  |
 DJ1621|                                                           dddmmss.s |
 DJ1621| DJ1620 8001                                APPROX. 1.1 KM 0023443.7 |
 DJ1621|---------------------------------------------------------------------|
 DJ1621
 DJ1621                          SUPERSEDED SURVEY CONTROL
 DJ1621
 DJ1621  NAD 83(1993)-  33 21 13.87329(N)    088 45 29.64230(W) AD(       ) 2
 DJ1621  NAD 83(1986)-  33 21 13.87392(N)    088 45 29.63955(W) AD(       ) 2
 DJ1621  NGVD 29 (01/23/89)  100.6    (m)          330.     (f) VERT ANG    3  
 DJ1621
 DJ1621.Superseded values are not recommended for survey control.
 DJ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1621.See file dsdata.txt to determine how the superseded data were derived.
 DJ1621
 DJ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3640291896(NAD 83)
 DJ1621_MARKER: DD = SURVEY DISK
 DJ1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1621+STABILITY: SURFACE MOTION
 DJ1621
 DJ1621  HISTORY     - Date     Condition        Report By
 DJ1621  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1621
 DJ1621                          STATION DESCRIPTION
 DJ1621
 DJ1621'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1621'THE STATION IS A MSU AL DISK STAMPED---8002---SET IN A 18X38 CM
 DJ1621'CONCRETE CYLINDER 22 CM BELOW GROUND, 1.5 MI N. OF OKTOC, 34.4 M WEST
 DJ1621'OF OKTOC RD, 22.4 M WEST OF R/W FENCE, 21.1 M SW OF TWIN 24-INCH OAKS,
 DJ1621'5.5 M SE OF 24-INCH OAK, 1.05 M NORTH OF 3-STRAND HAY FENCE ON
 DJ1621'PROPERTY OF CHARLES IVY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1622 ***********************************************************************
 DJ1622  DESIGNATION -  8003
 DJ1622  PID         -  DJ1622
 DJ1622  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1622  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1622
 DJ1622                         *CURRENT SURVEY CONTROL
 DJ1622  ___________________________________________________________________
 DJ1622* NAD 83(1993)-  33 20 17.38128(N)    088 45 29.35023(W)     ADJUSTED  
 DJ1622* NAVD 88     -        92.0    (meters)     302.     (feet)  VERTCON   
 DJ1622  ___________________________________________________________________
 DJ1622  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ1622  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ1622  HORZ ORDER  -  SECOND
 DJ1622
 DJ1622.The horizontal coordinates were established by classical geodetic methods
 DJ1622.and adjusted by the National Geodetic Survey in May 1994.
 DJ1622
 DJ1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1622
 DJ1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1622
 DJ1622.The geoid height was determined by GEOID03.
 DJ1622
 DJ1622;                    North         East     Units Scale Factor Converg.
 DJ1622;SPC MS E     -   425,544.645   306,998.585   MT  0.99995060   +0 02 28.7
 DJ1622;SPC MS E     - 1,396,141.06  1,007,211.19   sFT  0.99995060   +0 02 28.7
 DJ1622;UTM  16      - 3,690,156.494   336,379.829   MT  0.99993007   -0 57 59.3
 DJ1622
 DJ1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1622!SPC MS E     -   0.99999000  x   0.99995060  =   0.99994060
 DJ1622!UTM  16      -   0.99999000  x   0.99993007  =   0.99992007
 DJ1622
 DJ1622:                Primary Azimuth Mark                     Grid Az
 DJ1622:SPC MS E     -  8002                                     359 42 31.0
 DJ1622:UTM  16      -  8002                                     000 42 59.0
 DJ1622
 DJ1622|---------------------------------------------------------------------|
 DJ1622| PID    Reference Object                     Distance      Geod. Az  |
 DJ1622|                                                           dddmmss.s |
 DJ1622| DJ1621 8002                                APPROX. 1.7 KM 3594459.7 |
 DJ1622|---------------------------------------------------------------------|
 DJ1622
 DJ1622                          SUPERSEDED SURVEY CONTROL
 DJ1622
 DJ1622  NAD 83(1993)-  33 20 17.39164(N)    088 45 29.34818(W) AD(       ) 2
 DJ1622  NAD 83(1986)-  33 20 17.39193(N)    088 45 29.34588(W) AD(       ) 2
 DJ1622  NGVD 29 (01/23/89)   92.0    (m)          302.     (f) VERT ANG    3  
 DJ1622
 DJ1622.Superseded values are not recommended for survey control.
 DJ1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1622.See file dsdata.txt to determine how the superseded data were derived.
 DJ1622
 DJ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3638090156(NAD 83)
 DJ1622_MARKER: DD = SURVEY DISK
 DJ1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1622+STABILITY: SURFACE MOTION
 DJ1622
 DJ1622  HISTORY     - Date     Condition        Report By
 DJ1622  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1622
 DJ1622                          STATION DESCRIPTION
 DJ1622
 DJ1622'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1622'THE STATION IS A MSU AL DISK STAMPED---8003---SET IN A 6X15-INCH
 DJ1622'CONCRETE CYLINDER 15 CM BELOW GROUND, 7 MI S. OF MSU CAMPUS, 0.4 MI N.
 DJ1622'OF OKTOC COMMUNITY CENTER, 11.25 M SW OF PK NAIL IN C/L OF OKTOC RD,
 DJ1622'10.8 M NW OF 15-INCH ELM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1623 ***********************************************************************
 DJ1623  DESIGNATION -  8004
 DJ1623  PID         -  DJ1623
 DJ1623  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1623  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1623
 DJ1623                         *CURRENT SURVEY CONTROL
 DJ1623  ___________________________________________________________________
 DJ1623* NAD 83(1993)-  33 19 54.34817(N)    088 45 28.51730(W)     ADJUSTED  
 DJ1623* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 DJ1623  ___________________________________________________________________
 DJ1623  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DJ1623  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ1623  HORZ ORDER  -  SECOND
 DJ1623
 DJ1623.The horizontal coordinates were established by classical geodetic methods
 DJ1623.and adjusted by the National Geodetic Survey in May 1994.
 DJ1623
 DJ1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1623
 DJ1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1623
 DJ1623.The geoid height was determined by GEOID03.
 DJ1623
 DJ1623;                    North         East     Units Scale Factor Converg.
 DJ1623;SPC MS E     -   424,835.082   307,020.637   MT  0.99995061   +0 02 29.2
 DJ1623;SPC MS E     - 1,393,813.10  1,007,283.54   sFT  0.99995061   +0 02 29.2
 DJ1623;UTM  16      - 3,689,446.667   336,389.398   MT  0.99993004   -0 57 58.2
 DJ1623
 DJ1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1623!SPC MS E     -   0.99999117  x   0.99995061  =   0.99994178
 DJ1623!UTM  16      -   0.99999117  x   0.99993004  =   0.99992121
 DJ1623
 DJ1623|---------------------------------------------------------------------|
 DJ1623| PID    Reference Object                     Distance      Geod. Az  |
 DJ1623|                                                           dddmmss.s |
 DJ1623| DJ1754 TT 6 FJH                             84.234 METERS 06937     |
 DJ1623| DJ1624 8005                                APPROX. 1.4 KM 1792302.0 |
 DJ1623|---------------------------------------------------------------------|
 DJ1623
 DJ1623                          SUPERSEDED SURVEY CONTROL
 DJ1623
 DJ1623  NAD 83(1993)-  33 19 54.35861(N)    088 45 28.51507(W) AD(       ) 2
 DJ1623  NAD 83(1986)-  33 19 54.35881(N)    088 45 28.51302(W) AD(       ) 2
 DJ1623  NGVD 29 (01/23/89)   84.6    (m)          278.     (f) VERT ANG    3  
 DJ1623
 DJ1623.Superseded values are not recommended for survey control.
 DJ1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1623.See file dsdata.txt to determine how the superseded data were derived.
 DJ1623
 DJ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3638989447(NAD 83)
 DJ1623_MARKER: DD = SURVEY DISK
 DJ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1623+STABILITY: SURFACE MOTION
 DJ1623
 DJ1623  HISTORY     - Date     Condition        Report By
 DJ1623  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1623
 DJ1623                          STATION DESCRIPTION
 DJ1623
 DJ1623'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1623'THE STATION IS A MSU AL DISK STAMPED---8004---SET IN A 6X15-INCH
 DJ1623'CONCRETE CYLINDER 0.9 FT BELOW GROUND, 8.5 MI S. OF MSU CAMPUS, AT
 DJ1623'OKTOC COMMUNITY CENTER, 4.3 M WEST OF OKTOC ROAD, 7.3 M EAST OF WIRE
 DJ1623'FENCE, 1.0 M N. OF PROJ S. WALL OF OKTOC COM. CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1624 ***********************************************************************
 DJ1624  DESIGNATION -  8005
 DJ1624  PID         -  DJ1624
 DJ1624  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1624  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1624
 DJ1624                         *CURRENT SURVEY CONTROL
 DJ1624  ___________________________________________________________________
 DJ1624* NAD 83(1993)-  33 19 10.15416(N)    088 45 27.95124(W)     ADJUSTED  
 DJ1624* NAVD 88     -        86.1    (meters)     282.     (feet)  VERTCON   
 DJ1624  ___________________________________________________________________
 DJ1624  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DJ1624  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ1624  HORZ ORDER  -  SECOND
 DJ1624
 DJ1624.The horizontal coordinates were established by classical geodetic methods
 DJ1624.and adjusted by the National Geodetic Survey in May 1994.
 DJ1624
 DJ1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1624
 DJ1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1624
 DJ1624.The geoid height was determined by GEOID03.
 DJ1624
 DJ1624;                    North         East     Units Scale Factor Converg.
 DJ1624;SPC MS E     -   423,473.613   307,036.262   MT  0.99995061   +0 02 29.4
 DJ1624;SPC MS E     - 1,389,346.35  1,007,334.80   sFT  0.99995061   +0 02 29.4
 DJ1624;UTM  16      - 3,688,085.162   336,381.084   MT  0.99993007   -0 57 56.8
 DJ1624
 DJ1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1624!SPC MS E     -   0.99999095  x   0.99995061  =   0.99994156
 DJ1624!UTM  16      -   0.99999095  x   0.99993007  =   0.99992102
 DJ1624
 DJ1624:                Primary Azimuth Mark                     Grid Az
 DJ1624:SPC MS E     -  8004                                     359 20 32.9
 DJ1624:UTM  16      -  8004                                     000 20 59.1
 DJ1624
 DJ1624|---------------------------------------------------------------------|
 DJ1624| PID    Reference Object                     Distance      Geod. Az  |
 DJ1624|                                                           dddmmss.s |
 DJ1624| DJ1623 8004                                APPROX. 1.4 KM 3592302.3 |
 DJ1624|---------------------------------------------------------------------|
 DJ1624
 DJ1624                          SUPERSEDED SURVEY CONTROL
 DJ1624
 DJ1624  NAD 83(1993)-  33 19 10.16478(N)    088 45 27.94861(W) AD(       ) 2
 DJ1624  NAD 83(1986)-  33 19 10.16477(N)    088 45 27.94716(W) AD(       ) 2
 DJ1624  NGVD 29 (01/23/89)   86.0    (m)          282.     (f) VERT ANG    3  
 DJ1624
 DJ1624.Superseded values are not recommended for survey control.
 DJ1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1624.See file dsdata.txt to determine how the superseded data were derived.
 DJ1624
 DJ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3638188085(NAD 83)
 DJ1624_MARKER: DD = SURVEY DISK
 DJ1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1624+STABILITY: SURFACE MOTION
 DJ1624
 DJ1624  HISTORY     - Date     Condition        Report By
 DJ1624  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1624
 DJ1624                          STATION DESCRIPTION
 DJ1624
 DJ1624'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1624'THE STATION IS A MSU AL DISK STAMPED---8005---SET IN A 6X15-INCH
 DJ1624'CONCRETE CYLINDER 15 CM BELOW GROUND, 9.2 MI S. OF MSU CAMPUS, 0.8 MI
 DJ1624'S. OF OKTOC COM. CENTER, 4.50 M EAST OF OKTOC RD, 10.8 M WEST OF COR
 DJ1624'FENCE POST, IN LINE WITH FENCE EAST, 15.97 M NW OF R/W MARK, 8.8 M NNW
 DJ1624'OF EAST END OF 18-INCH CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1625 ***********************************************************************
 DJ1625  DESIGNATION -  8006
 DJ1625  PID         -  DJ1625
 DJ1625  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1625  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1625
 DJ1625                         *CURRENT SURVEY CONTROL
 DJ1625  ___________________________________________________________________
 DJ1625* NAD 83(1993)-  33 18 44.37393(N)    088 45 28.28773(W)     ADJUSTED  
 DJ1625* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 DJ1625  ___________________________________________________________________
 DJ1625  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DJ1625  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ1625  HORZ ORDER  -  SECOND
 DJ1625
 DJ1625.The horizontal coordinates were established by classical geodetic methods
 DJ1625.and adjusted by the National Geodetic Survey in May 1994.
 DJ1625
 DJ1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1625
 DJ1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1625
 DJ1625.The geoid height was determined by GEOID03.
 DJ1625
 DJ1625;                    North         East     Units Scale Factor Converg.
 DJ1625;SPC MS E     -   422,679.399   307,028.134   MT  0.99995061   +0 02 29.2
 DJ1625;SPC MS E     - 1,386,740.66  1,007,308.14   sFT  0.99995061   +0 02 29.2
 DJ1625;UTM  16      - 3,687,291.230   336,358.996   MT  0.99993016   -0 57 56.3
 DJ1625
 DJ1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1625!SPC MS E     -   0.99999147  x   0.99995061  =   0.99994208
 DJ1625!UTM  16      -   0.99999147  x   0.99993016  =   0.99992163
 DJ1625
 DJ1625:                Primary Azimuth Mark                     Grid Az
 DJ1625:SPC MS E     -  8005                                     000 35 11.0
 DJ1625:UTM  16      -  8005                                     001 35 36.5
 DJ1625
 DJ1625|---------------------------------------------------------------------|
 DJ1625| PID    Reference Object                     Distance      Geod. Az  |
 DJ1625|                                                           dddmmss.s |
 DJ1625| DJ1624 8005                                APPROX. 0.8 KM 0003740.2 |
 DJ1625|---------------------------------------------------------------------|
 DJ1625
 DJ1625                          SUPERSEDED SURVEY CONTROL
 DJ1625
 DJ1625  NAD 83(1993)-  33 18 44.38463(N)    088 45 28.28486(W) AD(       ) 2
 DJ1625  NAD 83(1986)-  33 18 44.38451(N)    088 45 28.28378(W) AD(       ) 2
 DJ1625  NGVD 29 (01/23/89)   82.7    (m)          271.     (f) VERT ANG    3  
 DJ1625
 DJ1625.Superseded values are not recommended for survey control.
 DJ1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1625.See file dsdata.txt to determine how the superseded data were derived.
 DJ1625
 DJ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3635987291(NAD 83)
 DJ1625_MARKER: DD = SURVEY DISK
 DJ1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1625+STABILITY: SURFACE MOTION
 DJ1625
 DJ1625  HISTORY     - Date     Condition        Report By
 DJ1625  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1625
 DJ1625                          STATION DESCRIPTION
 DJ1625
 DJ1625'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1625'THE STATION IS A MSU AL DISK STAMPED---8006---SET IN A 15X40 CM
 DJ1625'CONCRETE CYLINDER 16 CM BELOW GROUND, 9.7 MI S. OF MSU CAMPUS, 1.3 MI
 DJ1625'S. OF OKTOC, 4.70 M WEST OF OKTOC ROAD, 21.8 M/71.5 FT NNE OF R/W MON,
 DJ1625'38.3M/125.5 FT SSE OF POWER POLE, APPROX. 250 FT SE OF SE COR. OF
 DJ1625'BRICK HOUSE, 31.2M/102.5 FT. SSE OF FENCE COR., 32.3M/106.2 FT S OF DR
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1626 ***********************************************************************
 DJ1626  DESIGNATION -  8007
 DJ1626  PID         -  DJ1626
 DJ1626  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1626  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1626
 DJ1626                         *CURRENT SURVEY CONTROL
 DJ1626  ___________________________________________________________________
 DJ1626* NAD 83(1993)-  33 18 17.83806(N)    088 45 27.73933(W)     ADJUSTED  
 DJ1626* NAVD 88     -        76.2    (meters)     250.     (feet)  VERTCON   
 DJ1626  ___________________________________________________________________
 DJ1626  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DJ1626  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ1626  HORZ ORDER  -  SECOND
 DJ1626
 DJ1626.The horizontal coordinates were established by classical geodetic methods
 DJ1626.and adjusted by the National Geodetic Survey in May 1994.
 DJ1626
 DJ1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1626
 DJ1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1626
 DJ1626.The geoid height was determined by GEOID03.
 DJ1626
 DJ1626;                    North         East     Units Scale Factor Converg.
 DJ1626;SPC MS E     -   421,861.924   307,042.911   MT  0.99995061   +0 02 29.5
 DJ1626;SPC MS E     - 1,384,058.66  1,007,356.62   sFT  0.99995061   +0 02 29.5
 DJ1626;UTM  16      - 3,686,473.639   336,359.405   MT  0.99993016   -0 57 55.3
 DJ1626
 DJ1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1626!SPC MS E     -   0.99999249  x   0.99995061  =   0.99994310
 DJ1626!UTM  16      -   0.99999249  x   0.99993016  =   0.99992265
 DJ1626
 DJ1626:                Primary Azimuth Mark                     Grid Az
 DJ1626:SPC MS E     -  8008                                     177 15 33.1
 DJ1626:UTM  16      -  8008                                     178 15 57.9
 DJ1626
 DJ1626|---------------------------------------------------------------------|
 DJ1626| PID    Reference Object                     Distance      Geod. Az  |
 DJ1626|                                                           dddmmss.s |
 DJ1626| DJ1627 8008                                427.104 METERS 1771802.6 |
 DJ1626| DJ1625 8006                                APPROX. 0.8 KM 3590021.3 |
 DJ1626|---------------------------------------------------------------------|
 DJ1626
 DJ1626                          SUPERSEDED SURVEY CONTROL
 DJ1626
 DJ1626  NAD 83(1993)-  33 18 17.84887(N)    088 45 27.73626(W) AD(       ) 2
 DJ1626  NAD 83(1986)-  33 18 17.84862(N)    088 45 27.73553(W) AD(       ) 2
 DJ1626  NGVD 29 (01/23/89)   76.2    (m)          250.     (f) VERT ANG    3  
 DJ1626
 DJ1626.Superseded values are not recommended for survey control.
 DJ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1626.See file dsdata.txt to determine how the superseded data were derived.
 DJ1626
 DJ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3635986474(NAD 83)
 DJ1626_MARKER: DD = SURVEY DISK
 DJ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1626+STABILITY: SURFACE MOTION
 DJ1626
 DJ1626  HISTORY     - Date     Condition        Report By
 DJ1626  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1626
 DJ1626                          STATION DESCRIPTION
 DJ1626
 DJ1626'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1626'THE STATION IS A MSU AL DISK STAMPED---8007---SET IN A 15X45 CM
 DJ1626'CONCRETE CYLINDER 12 CM BELOW GROUND, 10.2 MI S. OF MSU CAMPUS, 0.3 MI
 DJ1626'N. OF T-RD-N, 5.9 M WEST OF OKTOC RD, 8.15 M ENE OF NW FENCE CORNER,
 DJ1626'3.1 M SE OF N END AND 6.3 M NNE OF S END OF A 15-INCH CONCRETE
 DJ1626'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1627 ***********************************************************************
 DJ1627  DESIGNATION -  8008
 DJ1627  PID         -  DJ1627
 DJ1627  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1627  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1627
 DJ1627                         *CURRENT SURVEY CONTROL
 DJ1627  ___________________________________________________________________
 DJ1627* NAD 83(1993)-  33 18 03.99016(N)    088 45 26.96185(W)     ADJUSTED  
 DJ1627* NAVD 88     -        70.6    (meters)     232.     (feet)  VERTCON   
 DJ1627  ___________________________________________________________________
 DJ1627  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DJ1627  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DJ1627  HORZ ORDER  -  SECOND
 DJ1627
 DJ1627.The horizontal coordinates were established by classical geodetic methods
 DJ1627.and adjusted by the National Geodetic Survey in May 1994.
 DJ1627
 DJ1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1627
 DJ1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1627
 DJ1627.The geoid height was determined by GEOID03.
 DJ1627
 DJ1627;                    North         East     Units Scale Factor Converg.
 DJ1627;SPC MS E     -   421,435.330   307,063.333   MT  0.99995061   +0 02 29.9
 DJ1627;SPC MS E     - 1,382,659.08  1,007,423.62   sFT  0.99995061   +0 02 29.9
 DJ1627;UTM  16      - 3,686,046.760   336,372.328   MT  0.99993011   -0 57 54.5
 DJ1627
 DJ1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1627!SPC MS E     -   0.99999337  x   0.99995061  =   0.99994399
 DJ1627!UTM  16      -   0.99999337  x   0.99993011  =   0.99992349
 DJ1627
 DJ1627:                Primary Azimuth Mark                     Grid Az
 DJ1627:SPC MS E     -  TT 5 FJH                                 271 22 08.4
 DJ1627:UTM  16      -  TT 5 FJH                                 272 22 32.8
 DJ1627
 DJ1627|---------------------------------------------------------------------|
 DJ1627| PID    Reference Object                     Distance      Geod. Az  |
 DJ1627|                                                           dddmmss.s |
 DJ1627| DJ1753 TT 5 FJH                            APPROX. 0.9 KM 2712438.3 |
 DJ1627| DJ1626 8007                                427.104 METERS 3571803.0 |
 DJ1627|---------------------------------------------------------------------|
 DJ1627
 DJ1627                          SUPERSEDED SURVEY CONTROL
 DJ1627
 DJ1627  NAD 83(1993)-  33 18 04.00102(N)    088 45 26.95873(W) AD(       ) 2
 DJ1627  NAD 83(1986)-  33 18 04.00070(N)    088 45 26.95811(W) AD(       ) 2
 DJ1627  NGVD 29 (01/23/89)   70.5    (m)          231.     (f) VERT ANG    3  
 DJ1627
 DJ1627.Superseded values are not recommended for survey control.
 DJ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1627.See file dsdata.txt to determine how the superseded data were derived.
 DJ1627
 DJ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3637286047(NAD 83)
 DJ1627_MARKER: DD = SURVEY DISK
 DJ1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1627+STABILITY: SURFACE MOTION
 DJ1627
 DJ1627  HISTORY     - Date     Condition        Report By
 DJ1627  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1627
 DJ1627                          STATION DESCRIPTION
 DJ1627
 DJ1627'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1627'THE STATION IS A MSU AL DISK STAMPED---8008---SET IN A 15X40 CM
 DJ1627'CONCRETE CYLINDER 10 CM BELOW GROUND, 10.5 MI S. OF MSU CAMPUS, AT
 DJ1627'T-RD-N LEADING TO MSU FROM BLUFF LAKE, ON PROJ C/L OF OKTOC RD, 11.4 M
 DJ1627'S. OF GRAVEL RD. 5.5 M S. OF EAST 1 OF 2 POSTS OF NOXUBEE REFUGE SIGN,
 DJ1627'8.0 M WEST OF 60 CM WATER OAK, 8.2 M ESE OF PK IN 100 CM LAUREL OAK,
 DJ1627'7.1 M N. OF PK IN T-POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1628 ***********************************************************************
 DJ1628  DESIGNATION -  8009
 DJ1628  PID         -  DJ1628
 DJ1628  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1628  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1628
 DJ1628                         *CURRENT SURVEY CONTROL
 DJ1628  ___________________________________________________________________
 DJ1628* NAD 83(1993)-  33 18 03.81731(N)    088 46 17.33377(W)     ADJUSTED  
 DJ1628* NAVD 88     -        70.6    (meters)     232.     (feet)  VERTCON   
 DJ1628  ___________________________________________________________________
 DJ1628  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DJ1628  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ1628  HORZ ORDER  -  SECOND
 DJ1628
 DJ1628.The horizontal coordinates were established by classical geodetic methods
 DJ1628.and adjusted by the National Geodetic Survey in May 1994.
 DJ1628
 DJ1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1628
 DJ1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1628
 DJ1628.The geoid height was determined by GEOID03.
 DJ1628
 DJ1628;                    North         East     Units Scale Factor Converg.
 DJ1628;SPC MS E     -   421,429.145   305,760.245   MT  0.99995041   +0 02 02.3
 DJ1628;SPC MS E     - 1,382,638.79  1,003,148.40   sFT  0.99995041   +0 02 02.3
 DJ1628;UTM  16      - 3,686,063.473   335,069.355   MT  0.99993539   -0 58 22.2
 DJ1628
 DJ1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1628!SPC MS E     -   0.99999338  x   0.99995041  =   0.99994379
 DJ1628!UTM  16      -   0.99999338  x   0.99993539  =   0.99992877
 DJ1628
 DJ1628:                Primary Azimuth Mark                     Grid Az
 DJ1628:SPC MS E     -  TT 5 FJH                                 086 01 59.9
 DJ1628:UTM  16      -  TT 5 FJH                                 087 02 24.4
 DJ1628
 DJ1628|---------------------------------------------------------------------|
 DJ1628| PID    Reference Object                     Distance      Geod. Az  |
 DJ1628|                                                           dddmmss.s |
 DJ1628| DJ1753 TT 5 FJH                            401.300 METERS 0860402.2 |
 DJ1628| DJ1629 8101                                APPROX. 0.6 KM 1853307.7 |
 DJ1628|---------------------------------------------------------------------|
 DJ1628
 DJ1628                          SUPERSEDED SURVEY CONTROL
 DJ1628
 DJ1628  NAD 83(1993)-  33 18 03.82816(N)    088 46 17.33057(W) AD(       ) 2
 DJ1628  NAD 83(1986)-  33 18 03.82801(N)    088 46 17.33007(W) AD(       ) 2
 DJ1628  NGVD 29 (01/23/89)   70.5    (m)          231.     (f) VERT ANG    3  
 DJ1628
 DJ1628.Superseded values are not recommended for survey control.
 DJ1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1628.See file dsdata.txt to determine how the superseded data were derived.
 DJ1628
 DJ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3506986063(NAD 83)
 DJ1628_MARKER: DD = SURVEY DISK
 DJ1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1628+STABILITY: SURFACE MOTION
 DJ1628
 DJ1628  HISTORY     - Date     Condition        Report By
 DJ1628  HISTORY     - 1980     MONUMENTED       MSSU
 DJ1628
 DJ1628                          STATION DESCRIPTION
 DJ1628
 DJ1628'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1628'THE STATION IS A MSU AL DISK STAMPED---8009---SET IN A 15 CM CONCRETE
 DJ1628'CYLINDER 10 CM BELOW GROUND, 10.5 MI S. OF MSU CAMPUS, AT T-RD-S TO
 DJ1628'BLUFF LAKE, 22 M N. OF CENTER OF TRIANGLE AREA OF T-ROAD, 1.9 M SW OF
 DJ1628'30 CM PINE, 12.1 M ENE OF PK IN 55 CM PINE, 2.8 M SE OF PK IN 25 CM
 DJ1628'CEDAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1629 ***********************************************************************
 DJ1629  DESIGNATION -  8101
 DJ1629  PID         -  DJ1629
 DJ1629  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1629  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1629
 DJ1629                         *CURRENT SURVEY CONTROL
 DJ1629  ___________________________________________________________________
 DJ1629* NAD 83(1993)-  33 17 44.91528(N)    088 46 19.52174(W)     ADJUSTED  
 DJ1629* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 DJ1629  ___________________________________________________________________
 DJ1629  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DJ1629  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ1629  HORZ ORDER  -  SECOND
 DJ1629
 DJ1629.The horizontal coordinates were established by classical geodetic methods
 DJ1629.and adjusted by the National Geodetic Survey in May 1994.
 DJ1629
 DJ1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1629
 DJ1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1629
 DJ1629.The geoid height was determined by GEOID03.
 DJ1629
 DJ1629;                    North         East     Units Scale Factor Converg.
 DJ1629;SPC MS E     -   420,846.802   305,703.985   MT  0.99995040   +0 02 01.0
 DJ1629;SPC MS E     - 1,380,728.22  1,002,963.82   sFT  0.99995040   +0 02 01.0
 DJ1629;UTM  16      - 3,685,482.216   335,002.873   MT  0.99993566   -0 58 22.9
 DJ1629
 DJ1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1629!SPC MS E     -   0.99999383  x   0.99995040  =   0.99994423
 DJ1629!UTM  16      -   0.99999383  x   0.99993566  =   0.99992949
 DJ1629
 DJ1629:                Primary Azimuth Mark                     Grid Az
 DJ1629:SPC MS E     -  8009                                     005 31 05.5
 DJ1629:UTM  16      -  8009                                     006 31 29.4
 DJ1629
 DJ1629|---------------------------------------------------------------------|
 DJ1629| PID    Reference Object                     Distance      Geod. Az  |
 DJ1629|                                                           dddmmss.s |
 DJ1629| DJ1628 8009                                APPROX. 0.6 KM 0053306.5 |
 DJ1629|---------------------------------------------------------------------|
 DJ1629
 DJ1629                          SUPERSEDED SURVEY CONTROL
 DJ1629
 DJ1629  NAD 83(1993)-  33 17 44.92620(N)    088 46 19.51850(W) AD(       ) 2
 DJ1629  NAD 83(1986)-  33 17 44.92597(N)    088 46 19.51806(W) AD(       ) 2
 DJ1629  NGVD 29 (01/23/89)   67.6    (m)          222.     (f) VERT ANG    3  
 DJ1629
 DJ1629.Superseded values are not recommended for survey control.
 DJ1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1629.See file dsdata.txt to determine how the superseded data were derived.
 DJ1629
 DJ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3500385482(NAD 83)
 DJ1629_MARKER: DD = SURVEY DISK
 DJ1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1629+STABILITY: SURFACE MOTION
 DJ1629
 DJ1629  HISTORY     - Date     Condition        Report By
 DJ1629  HISTORY     - 1981     MONUMENTED       MSSU
 DJ1629
 DJ1629                          STATION DESCRIPTION
 DJ1629
 DJ1629'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1629'THE STATION IS A MSU AL DISK STAMPED---8101---SET IN A 8X18-INCH
 DJ1629'CONCRETE CYLINDER 10 CM BELOW GROUND, 11 MI S. OF MSU CAMPUS, 0.4 MI
 DJ1629'S. OF T-RD-S, 113.3 M N. OF NE COR OF BRIDGE, 12.1 M EAST OF GRAVEL
 DJ1629'ROAD, 23.1 M EAST OF PK IN 9-INCH GUM, 4.4 M S. OF PK IN 50 CM PINE,
 DJ1629'4.3 M NW OF 50 CM PINE, 3.8 M N. OF 15 CM AND 30 CM TWIN GUM, 1.0 M
 DJ1629'EAST OF CLEARED R/W OF ROAD, 1.5 MI N. OF SPILLWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1630 ***********************************************************************
 DJ1630  DESIGNATION -  8102
 DJ1630  PID         -  DJ1630
 DJ1630  STATE/COUNTY-  MS/NOXUBEE
 DJ1630  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1630
 DJ1630                         *CURRENT SURVEY CONTROL
 DJ1630  ___________________________________________________________________
 DJ1630* NAD 83(1993)-  33 17 07.22739(N)    088 46 44.27504(W)     ADJUSTED  
 DJ1630* NAVD 88     -        70.1    (meters)     230.     (feet)  VERTCON   
 DJ1630  ___________________________________________________________________
 DJ1630  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DJ1630  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ1630  HORZ ORDER  -  SECOND
 DJ1630
 DJ1630.The horizontal coordinates were established by classical geodetic methods
 DJ1630.and adjusted by the National Geodetic Survey in May 1994.
 DJ1630
 DJ1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1630
 DJ1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1630
 DJ1630.The geoid height was determined by GEOID03.
 DJ1630
 DJ1630;                    North         East     Units Scale Factor Converg.
 DJ1630;SPC MS E     -   419,685.408   305,064.198   MT  0.99995032   +0 01 47.4
 DJ1630;SPC MS E     - 1,376,917.88  1,000,864.79   sFT  0.99995032   +0 01 47.4
 DJ1630;UTM  16      - 3,684,332.255   334,342.793   MT  0.99993835   -0 58 35.5
 DJ1630
 DJ1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1630!SPC MS E     -   0.99999345  x   0.99995032  =   0.99994377
 DJ1630!UTM  16      -   0.99999345  x   0.99993835  =   0.99993180
 DJ1630
 DJ1630:                Primary Azimuth Mark                     Grid Az
 DJ1630:SPC MS E     -  8101                                     028 50 58.0
 DJ1630:UTM  16      -  8101                                     029 51 20.9
 DJ1630
 DJ1630|---------------------------------------------------------------------|
 DJ1630| PID    Reference Object                     Distance      Geod. Az  |
 DJ1630|                                                           dddmmss.s |
 DJ1630| DJ1629 8101                                APPROX. 1.3 KM 0285245.4 |
 DJ1630|---------------------------------------------------------------------|
 DJ1630
 DJ1630                          SUPERSEDED SURVEY CONTROL
 DJ1630
 DJ1630  NAD 83(1993)-  33 17 07.23842(N)    088 46 44.27159(W) AD(       ) 2
 DJ1630  NAD 83(1986)-  33 17 07.23801(N)    088 46 44.27134(W) AD(       ) 2
 DJ1630  NGVD 29 (01/23/89)   70.0    (m)          230.     (f) VERT ANG    3  
 DJ1630
 DJ1630.Superseded values are not recommended for survey control.
 DJ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1630.See file dsdata.txt to determine how the superseded data were derived.
 DJ1630
 DJ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3434384332(NAD 83)
 DJ1630_MARKER: DD = SURVEY DISK
 DJ1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1630+STABILITY: SURFACE MOTION
 DJ1630
 DJ1630  HISTORY     - Date     Condition        Report By
 DJ1630  HISTORY     - 1981     MONUMENTED       MSSU
 DJ1630
 DJ1630                          STATION DESCRIPTION
 DJ1630
 DJ1630'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1630'THE STATION IS A MSU AL DISK STAMPED---8102---SET IN A 8X18-INCH
 DJ1630'CONCRETE CYLINDER 20 CM BELOW GROUND, 11.5 MI S. OF MSU CAMPUS, AT
 DJ1630'BLUFF LAKE LEVEE, 1.7 M EAST OF C/L OF LEVEE, 21.8 M WEST OF C/L OF
 DJ1630'ROAD, 13.33 M N. OF PK IN EAST GATE POST, 29.95 M S OF PK IN GUM TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1631 ***********************************************************************
 DJ1631  DESIGNATION -  8103
 DJ1631  PID         -  DJ1631
 DJ1631  STATE/COUNTY-  MS/NOXUBEE
 DJ1631  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1631
 DJ1631                         *CURRENT SURVEY CONTROL
 DJ1631  ___________________________________________________________________
 DJ1631* NAD 83(2007)-  33 16 20.29393(N)    088 46 37.21353(W)     NO CHECK  
 DJ1631* NAVD 88     -        70.     (meters)     230.     (feet)  GPS OBS   
 DJ1631  ___________________________________________________________________
 DJ1631  EPOCH DATE  -        2002.00
 DJ1631  X           -     113,932.640 (meters)                     COMP
 DJ1631  Y           -  -5,336,784.994 (meters)                     COMP
 DJ1631  Z           -   3,479,270.357 (meters)                     COMP
 DJ1631  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DJ1631  ELLIP HEIGHT-          41.438 (meters)          (02/10/07) NO CHECK
 DJ1631  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DJ1631
 DJ1631  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1631  Type    PID    Designation                      North   East  Ellip
 DJ1631  -------------------------------------------------------------------
 DJ1631  NETWORK DJ1631 8103                              1.61   1.49   6.66
 DJ1631  -------------------------------------------------------------------
 DJ1631
 DJ1631.The horizontal coordinates were established by GPS observations
 DJ1631.and adjusted by the National Geodetic Survey in February 2007.
 DJ1631
 DJ1631.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1631.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1631.No horizontal observational check was made to the station.
 DJ1631.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1631.The epoch date for horizontal control is a decimal equivalence
 DJ1631.of Year/Month/Day.
 DJ1631
 DJ1631.The orthometric height was determined by GPS observations and a
 DJ1631.high-resolution geoid model.
 DJ1631.No vertical observational check was made to the station.
 DJ1631
 DJ1631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1631
 DJ1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1631
 DJ1631.The ellipsoidal height was determined by GPS observations
 DJ1631.and is referenced to NAD 83.
 DJ1631
 DJ1631.The geoid height was determined by GEOID03.
 DJ1631
 DJ1631;                    North         East     Units Scale Factor Converg.
 DJ1631;SPC MS E     -   418,239.643   305,247.688   MT  0.99995034   +0 01 51.3
 DJ1631;SPC MS E     - 1,372,174.56  1,001,466.79   sFT  0.99995034   +0 01 51.3
 DJ1631;UTM  16      - 3,682,883.509   334,500.864   MT  0.99993770   -0 58 30.4
 DJ1631
 DJ1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1631!SPC MS E     -   0.99999349  x   0.99995034  =   0.99994383
 DJ1631!UTM  16      -   0.99999349  x   0.99993770  =   0.99993119
 DJ1631
 DJ1631|---------------------------------------------------------------------|
 DJ1631| PID    Reference Object                     Distance      Geod. Az  |
 DJ1631|                                                           dddmmss.s |
 DJ1631| DJ1752 TT 4 FJH                            196.772 METERS 21742     |
 DJ1631| DJ1630 8102                                APPROX. 1.5 KM 3524753.1 |
 DJ1631|---------------------------------------------------------------------|
 DJ1631
 DJ1631                          SUPERSEDED SURVEY CONTROL
 DJ1631
 DJ1631  ELLIP H (04/15/02)   41.410  (m)                       GP(       ) 4 2
 DJ1631  NAD 83(1993)-  33 16 20.29392(N)    088 46 37.21399(W) AD(       ) 1
 DJ1631  ELLIP H (01/12/94)   41.523  (m)                       GP(       ) 4 2
 DJ1631  NAD 83(1993)-  33 16 20.30524(N)    088 46 37.21032(W) AD(       ) 2
 DJ1631  NAD 83(1986)-  33 16 20.30462(N)    088 46 37.21005(W) AD(       ) 2
 DJ1631  NGVD 29 (01/23/89)   69.94   (m)          229.5    (f) LEVELING    3  
 DJ1631
 DJ1631.Superseded values are not recommended for survey control.
 DJ1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1631.See file dsdata.txt to determine how the superseded data were derived.
 DJ1631
 DJ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3450182884(NAD 83)
 DJ1631_MARKER: N = NAIL
 DJ1631_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ1631+WITH SETTING: PAVEMENT
 DJ1631_SP_SET: MAT FOUNDATION OR CONCRETE SLA
 DJ1631_MARK LOGO: MSU   
 DJ1631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1631+STABILITY: SURFACE MOTION
 DJ1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1631+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DJ1631
 DJ1631  HISTORY     - Date     Condition        Report By
 DJ1631  HISTORY     - 1981     MONUMENTED       MSSU
 DJ1631  HISTORY     - 1981     GOOD             MSSU
 DJ1631  HISTORY     - 19930506 GOOD             MSSU
 DJ1631  HISTORY     - 20050325 GOOD             MSSU
 DJ1631
 DJ1631                          STATION DESCRIPTION
 DJ1631
 DJ1631'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1631'THE STATION IS A 1-INCH PK NAIL CEMENTED IN A DRILLED HOLE OF CONCRETE
 DJ1631'BRIDGE OVER MAIN SPILLWAY OF BLUFF LAKE, 12.5 MI S OF MSU CAMPUS, O.50
 DJ1631'M EAST OF EAST EDGE OF WEST CURB WALL, 3.50 M SOUTH OF NW INSIDE COR
 DJ1631'OF 6.1X28.0 M BRIDGE, 0.6 M NORTH OF FIRST PARTITION FROM N END.
 DJ1631
 DJ1631                          STATION RECOVERY (1981)
 DJ1631
 DJ1631'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981
 DJ1631'RECOVERED IN GOOD CONDITION.
 DJ1631
 DJ1631                          STATION RECOVERY (1993)
 DJ1631
 DJ1631'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1993
 DJ1631'LOCATED 15 MI (24.1 KM) SOUTH OF STARKVILLE, AT BLUFF LAKE, 3600 FT
 DJ1631'(1097.3 M) NORTH OD THE SOUTHWEST CORNER OF SECTION 4, T16N, R15E.
 DJ1631'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 DJ1631'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 25
 DJ1631'LOCATED 0.7 MI (1.1 KM) SOUTHWEST OF STARKVILLE, GO EAST ON STATE
 DJ1631'HIGHWAYS 12 AND 25 FOR 0.7 MI (1.1 KM) TO SOUTH MONTGOMERY STREET,
 DJ1631'TURN RIGHT AND GO SOUTH ON SOUTH MONTGOMERY STREET FOR 5.6 MI
 DJ1631'(9.0 KM) TO ITS END, TURN LEFT AND GO EAST ALONG A PAVED ROAD FOR 2.8
 DJ1631'MI (4.5 KM) TO OKTOC ROAD, TURN RIGHT AND GO SOUTH ON OKTOC ROAD FOR
 DJ1631'5.0 MI (8.0 KM) TO T-ROAD, TURN RIGHT AND GO WEST 0.8 MI (1.3 KM) TO
 DJ1631'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH 2.0 MI (3.2 KM) TO THE BLUFF
 DJ1631'LAKE BRIDGE AND STATION.
 DJ1631'THE STATION IS A PK NAIL CEMENTED IN DRILL HOLE OF CONCRETE BRIDGE
 DJ1631'OVER SPILLWAY GATES OF BLUFF LAKE.  8103 IS SCRIBED IN CONCRETE ON
 DJ1631'BOTH SIDES OF THE PK NAIL.  LOCATED 196.76 M (645.54 FT) NORTHEAST OF
 DJ1631'USGS MARK TT 4 FJH, 3.50 M (11.48 FT) SOUTH OF THE NORTHWEST INSIDE
 DJ1631'CORNER OF THE 6.1 M (20.0 FT) X 28.0 M (91.9 FT) CONCRETE BRIDGE, 0.6
 DJ1631'M (2.0 FT) NORTH OF FIRST PARTITION FROM NORTH END, AND 0.50 M
 DJ1631'(1.64 FT) EAST OF EAST EDGE OF WEST CURB WALL OF THE BRIDGE.
 DJ1631'DESCRIBED R. BURT
 DJ1631
 DJ1631                          STATION RECOVERY (2005)
 DJ1631
 DJ1631'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (CJM)
 DJ1631'MARK IS HALF COVERED BY NEW STRIPING ON CONCRETE BRIDGE. THE MARK IS
 DJ1631'LOCATED ACCORDING TO GIVEN DIRECTIONS HOWEVER IT IS LOCATED OF THE
 DJ1631'CONCRETE FLOODGATE BRIDGE NOT THE SPILLWAY WHICH IS APPROX.100M SOUTH.
 DJ1631' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1633 ***********************************************************************
 DJ1633  DESIGNATION -  8105
 DJ1633  PID         -  DJ1633
 DJ1633  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1633  USGS QUAD   -  BRADLEY (1982)
 DJ1633
 DJ1633                         *CURRENT SURVEY CONTROL
 DJ1633  ___________________________________________________________________
 DJ1633* NAD 83(1993)-  33 17 16.69351(N)    088 57 43.01337(W)     ADJUSTED  
 DJ1633* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 DJ1633  ___________________________________________________________________
 DJ1633  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DJ1633  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1633  HORZ ORDER  -  SECOND
 DJ1633
 DJ1633.The horizontal coordinates were established by classical geodetic methods
 DJ1633.and adjusted by the National Geodetic Survey in May 1994.
 DJ1633
 DJ1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1633
 DJ1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1633
 DJ1633.The geoid height was determined by GEOID03.
 DJ1633
 DJ1633;                    North         East     Units Scale Factor Converg.
 DJ1633;SPC MS E     -   419,983.089   288,020.324   MT  0.99995177   -0 04 14.1
 DJ1633;SPC MS E     - 1,377,894.52    944,946.68   sFT  0.99995177   -0 04 14.1
 DJ1633;UTM  16      - 3,684,929.278   317,306.370   MT  1.00001152   -1 04 37.6
 DJ1633
 DJ1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1633!SPC MS E     -   0.99998176  x   0.99995177  =   0.99993353
 DJ1633!UTM  16      -   0.99998176  x   1.00001152  =   0.99999328
 DJ1633
 DJ1633                          SUPERSEDED SURVEY CONTROL
 DJ1633
 DJ1633  NAD 83(1993)-  33 17 16.70471(N)    088 57 43.01074(W) AD(       ) 2
 DJ1633  NAD 83(1986)-  33 17 16.70272(N)    088 57 43.01050(W) AD(       ) 2
 DJ1633  NGVD 29 (01/23/89)  144.3    (m)          473.     (f) VERT ANG    3  
 DJ1633
 DJ1633.Superseded values are not recommended for survey control.
 DJ1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1633.See file dsdata.txt to determine how the superseded data were derived.
 DJ1633
 DJ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1730684929(NAD 83)
 DJ1633_MARKER: DD = SURVEY DISK
 DJ1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1633+STABILITY: SURFACE MOTION
 DJ1633
 DJ1633  HISTORY     - Date     Condition        Report By
 DJ1633  HISTORY     - 1981     MONUMENTED       MSSU
 DJ1633
 DJ1633                          STATION DESCRIPTION
 DJ1633
 DJ1633'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1633'THE STATION IS 16 MILES SOUTHWEST OF STARKVILLE, 6 MILES SOUTHEAST OF
 DJ1633'STURGIS, 7.3 MILES EAST OF THE CHOCTAW COUNTY LINE, 0.1 MILE NORTH OF
 DJ1633'THE WINSTON COUNTY LINE, AND ON PROPERTY OF CHARLES MORGAN.
 DJ1633'
 DJ1633'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAYS 12 AND
 DJ1633'25 AT SOUTH EDGE OF STARKVILLE, GO SOUTH ALONG HIGHWAY 25 FOR 12.3
 DJ1633'MILES TO THE WINSTON COUNTY LINE, CONTINUE SOUTH ALONG HIGHWAY 25 FOR
 DJ1633'3.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHWESTERLY ALONG
 DJ1633'GRAVEL ROAD 2.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EASTERLY
 DJ1633'0.3 MILE TO THE STATION ON THE LEFT AT CREST OF A HILL.
 DJ1633'
 DJ1633'STATION SURFACE MARK IS A MSU ALUMINUM DISK STAMPED---8105---SET IN A
 DJ1633'15 CM CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 38.9 M NORTHEAST
 DJ1633'OF NORTHEAST CORNER OF FRAME HOUSE, 30.6 M NORTHEAST OF POWER POLE,
 DJ1633'30.5 M NORTH-NORTHWEST OF CENTER OF GRAVEL ROAD, 12.7 M SOUTHWEST OF
 DJ1633'WOODS ROAD, 5.4 M NORTHWEST OF 30 CM TRIANGULAR BLAZED PINE, AND 1.4 M
 DJ1633'EAST-NORTHEAST OF 40 CM TRIANGULAR BLAZED PINE.  THE UNDERGROUND MARK
 DJ1633'IS A MSU PLASTIC CAP ON TOP OF A 1/2 X 24-INCH REBAR SET 0.7 METER
 DJ1633'BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1634 ***********************************************************************
 DJ1634  DESIGNATION -  8106
 DJ1634  PID         -  DJ1634
 DJ1634  STATE/COUNTY-  MS/CHOCTAW
 DJ1634  USGS QUAD   -  REFORM (1972)
 DJ1634
 DJ1634                         *CURRENT SURVEY CONTROL
 DJ1634  ___________________________________________________________________
 DJ1634* NAD 83(1993)-  33 23 24.26064(N)    089 10 18.69811(W)     ADJUSTED  
 DJ1634* NAVD 88     -       205.16   (+/-2cm)     673.1    (feet)  VERTCON   
 DJ1634  ___________________________________________________________________
 DJ1634  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DJ1634  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DJ1634  HORZ ORDER  -  FIRST
 DJ1634  VERT ORDER  -  THIRD ? (See Below)
 DJ1634
 DJ1634.The horizontal coordinates were established by classical geodetic methods
 DJ1634.and adjusted by the National Geodetic Survey in May 1994.
 DJ1634
 DJ1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1634.The vertical order pertains to the NGVD 29 superseded value.
 DJ1634
 DJ1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1634
 DJ1634.The geoid height was determined by GEOID03.
 DJ1634
 DJ1634;                    North         East     Units Scale Factor Converg.
 DJ1634;SPC MS E     -   431,350.530   268,504.986   MT  0.99996222   -0 11 10.7
 DJ1634;SPC MS E     - 1,415,189.20    880,920.11   sFT  0.99996222   -0 11 10.7
 DJ1634;UTM  16      - 3,696,639.427   297,992.077   MT  1.00010313   -1 11 44.4
 DJ1634
 DJ1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1634!SPC MS E     -   0.99997217  x   0.99996222  =   0.99993439
 DJ1634!UTM  16      -   0.99997217  x   1.00010313  =   1.00007530
 DJ1634
 DJ1634:                Primary Azimuth Mark                     Grid Az
 DJ1634:SPC MS E     -  REFORM                                   012 50 22.7
 DJ1634:UTM  16      -  REFORM                                   013 50 56.4
 DJ1634
 DJ1634|---------------------------------------------------------------------|
 DJ1634| PID    Reference Object                     Distance      Geod. Az  |
 DJ1634|                                                           dddmmss.s |
 DJ1634| DJ1955 REFORM                              APPROX. 3.6 KM 0123912.0 |
 DJ1634| CG2254 SHAW RM 1                             4.193 METERS 07121     |
 DJ1634| DJ1958 ACKERMAN LOT                          1.530 METERS 16430     |
 DJ1634| CG2255 SHAW RM 2                                          20842     |
 DJ1634| DJ1957 SHAW                                 16.123 METERS 28356     |
 DJ1634|---------------------------------------------------------------------|
 DJ1634
 DJ1634                          SUPERSEDED SURVEY CONTROL
 DJ1634
 DJ1634  NAD 83(1986)-  33 23 24.27311(N)    089 10 18.69606(W) AD(       ) 1
 DJ1634  NGVD 29 (01/23/89)  205.10   (m)          672.9    (f) LEVELING    3  
 DJ1634
 DJ1634.Superseded values are not recommended for survey control.
 DJ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1634.See file dsdata.txt to determine how the superseded data were derived.
 DJ1634
 DJ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9799296639(NAD 83)
 DJ1634_MARKER: Z = SEE DESCRIPTION
 DJ1634_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DJ1634_SP_SET: OBJECT DRIVEN INTO GROUND
 DJ1634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1634
 DJ1634  HISTORY     - Date     Condition        Report By
 DJ1634  HISTORY     - 1981     MONUMENTED       MSSU
 DJ1634
 DJ1634                          STATION DESCRIPTION
 DJ1634
 DJ1634'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1634'THE STATION WAS ESTABLISHED AS AN ECCENTRIC SETUP AT STATION SHAW.
 DJ1634'THE GROUND POINT IS A SURVEY TACK SET IN A PLASTIC HUB DRIVEN FLUSH
 DJ1634'WITH THE GROUND SURFACE UNDER THE ACKERMAN LOT.  A PK NAIL WAS SET
 DJ1634'18.41 METERS VERTICALLY ABOVE THE GROUND POINT IN THE NORTH LANDING AT
 DJ1634'THAT HEIGHT.  THIS POINT WAS OCCUPIED FOR OBSERVATIONS TO STATIONS
 DJ1634'REFORM, WOODARD, MS ETV WMAB MAST, AND A TEMPORARY POINT USED TO
 DJ1634'MAKE THE ECCENTRIC CONNECTION TO STATION SHAW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2126 ***********************************************************************
 BW2126  DESIGNATION -  8111
 BW2126  PID         -  BW2126
 BW2126  STATE/COUNTY-  MS/COPIAH
 BW2126  USGS QUAD   -  HOPEWELL (1970)
 BW2126
 BW2126                         *CURRENT SURVEY CONTROL
 BW2126  ___________________________________________________________________
 BW2126* NAD 83(1993)-  31 52 54.97716(N)    090 12 20.22390(W)     ADJUSTED  
 BW2126* NAVD 88     -       109.     (meters)     358.     (feet)  VERTCON   
 BW2126  ___________________________________________________________________
 BW2126  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BW2126  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2126  HORZ ORDER  -  SECOND
 BW2126
 BW2126.The horizontal coordinates were established by classical geodetic methods
 BW2126.and adjusted by the National Geodetic Survey in May 1994.
 BW2126
 BW2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2126
 BW2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2126
 BW2126.The geoid height was determined by GEOID03.
 BW2126
 BW2126;                    North         East     Units Scale Factor Converg.
 BW2126;SPC MS W     -   264,065.682   712,083.085   MT  0.99995180   +0 04 02.8
 BW2126;SPC MS W     -   866,355.49  2,336,225.92   sFT  0.99995180   +0 04 02.8
 BW2126;UTM  15      - 3,530,755.697   764,328.661   MT  1.00046178   +1 28 36.4
 BW2126
 BW2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2126!SPC MS W     -   0.99998701  x   0.99995180  =   0.99993881
 BW2126!UTM  15      -   0.99998701  x   1.00046178  =   1.00044879
 BW2126
 BW2126                          SUPERSEDED SURVEY CONTROL
 BW2126
 BW2126  NAD 83(1986)-  31 52 54.99176(N)    090 12 20.22014(W) AD(       ) 2
 BW2126  NGVD 29 (12/08/88)  109.     (m)          358.     (f) VERT ANG    3  
 BW2126
 BW2126.Superseded values are not recommended for survey control.
 BW2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2126.See file dsdata.txt to determine how the superseded data were derived.
 BW2126
 BW2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6432930756(NAD 83)
 BW2126_MARKER: Z = SEE DESCRIPTION
 BW2126_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BW2126_SP_SET: OBJECT DRIVEN INTO GROUND
 BW2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2126
 BW2126  HISTORY     - Date     Condition        Report By
 BW2126  HISTORY     - 1981     MONUMENTED       MSSU
 BW2126
 BW2126                          STATION DESCRIPTION
 BW2126
 BW2126'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2126'STATION IS A 2X15 INCH ROUND PLASTIC STAKE SET 36.3 FT WNW OF FENCE
 BW2126'CORNER, 9.6 FT NORTH OF AN E-W FENCE, 21.8 FT WNW OF 9-INCH BLAZED
 BW2126'PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2127 ***********************************************************************
 BW2127  DESIGNATION -  8112
 BW2127  PID         -  BW2127
 BW2127  STATE/COUNTY-  MS/COPIAH
 BW2127  USGS QUAD   -  HOPEWELL (1970)
 BW2127
 BW2127                         *CURRENT SURVEY CONTROL
 BW2127  ___________________________________________________________________
 BW2127* NAD 83(1993)-  31 52 51.15146(N)    090 12 15.19573(W)     ADJUSTED  
 BW2127* NAVD 88     -       112.     (meters)     367.     (feet)  VERTCON   
 BW2127  ___________________________________________________________________
 BW2127  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2127  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2127  HORZ ORDER  -  SECOND
 BW2127
 BW2127.The horizontal coordinates were established by classical geodetic methods
 BW2127.and adjusted by the National Geodetic Survey in May 1994.
 BW2127
 BW2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2127
 BW2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2127
 BW2127.The geoid height was determined by GEOID03.
 BW2127
 BW2127;                    North         East     Units Scale Factor Converg.
 BW2127;SPC MS W     -   263,948.007   712,215.368   MT  0.99995184   +0 04 05.5
 BW2127;SPC MS W     -   865,969.42  2,336,659.92   sFT  0.99995184   +0 04 05.5
 BW2127;UTM  15      - 3,530,641.253   764,463.866   MT  1.00046267   +1 28 38.9
 BW2127
 BW2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2127!SPC MS W     -   0.99998657  x   0.99995184  =   0.99993841
 BW2127!UTM  15      -   0.99998657  x   1.00046267  =   1.00044923
 BW2127
 BW2127                          SUPERSEDED SURVEY CONTROL
 BW2127
 BW2127  NAD 83(1986)-  31 52 51.16605(N)    090 12 15.19196(W) AD(       ) 2
 BW2127  NGVD 29 (12/08/88)  112.     (m)          367.     (f) VERT ANG    3  
 BW2127
 BW2127.Superseded values are not recommended for survey control.
 BW2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2127.See file dsdata.txt to determine how the superseded data were derived.
 BW2127
 BW2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6446430641(NAD 83)
 BW2127_MARKER: Z = SEE DESCRIPTION
 BW2127_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BW2127_SP_SET: OBJECT DRIVEN INTO GROUND
 BW2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2127
 BW2127  HISTORY     - Date     Condition        Report By
 BW2127  HISTORY     - 1981     MONUMENTED       MSSU
 BW2127
 BW2127                          STATION DESCRIPTION
 BW2127
 BW2127'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2127'STATION IS A MSU PLASTIC CAP ON A 1/2X24 INCH STEEL RE-BAR SET 54 FT
 BW2127'SOUTH OF MAIN ROAD, 24.9 FT EAST OF 9-INCH GUM, 13.1 FT IN 336 DEGREE
 BW2127'AZIMUTH FROM 5-INCH CEDAR NEXT TO A 12-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2128 ***********************************************************************
 BW2128  DESIGNATION -  8113
 BW2128  PID         -  BW2128
 BW2128  STATE/COUNTY-  MS/COPIAH
 BW2128  USGS QUAD   -  HOPEWELL (1970)
 BW2128
 BW2128                         *CURRENT SURVEY CONTROL
 BW2128  ___________________________________________________________________
 BW2128* NAD 83(1993)-  31 52 53.47565(N)    090 12 06.83015(W)     ADJUSTED  
 BW2128* NAVD 88     -       110.     (meters)     361.     (feet)  VERTCON   
 BW2128  ___________________________________________________________________
 BW2128  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2128  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2128  HORZ ORDER  -  SECOND
 BW2128
 BW2128.The horizontal coordinates were established by classical geodetic methods
 BW2128.and adjusted by the National Geodetic Survey in May 1994.
 BW2128
 BW2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2128
 BW2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2128
 BW2128.The geoid height was determined by GEOID03.
 BW2128
 BW2128;                    North         East     Units Scale Factor Converg.
 BW2128;SPC MS W     -   264,019.856   712,435.134   MT  0.99995191   +0 04 09.9
 BW2128;SPC MS W     -   866,205.14  2,337,380.94   sFT  0.99995191   +0 04 09.9
 BW2128;UTM  15      - 3,530,718.525   764,681.911   MT  1.00046409   +1 28 43.4
 BW2128
 BW2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2128!SPC MS W     -   0.99998687  x   0.99995191  =   0.99993878
 BW2128!UTM  15      -   0.99998687  x   1.00046409  =   1.00045096
 BW2128
 BW2128                          SUPERSEDED SURVEY CONTROL
 BW2128
 BW2128  NAD 83(1986)-  31 52 53.49024(N)    090 12 06.82639(W) AD(       ) 2
 BW2128  NGVD 29 (12/08/88)  110.     (m)          361.     (f) VERT ANG    3  
 BW2128
 BW2128.Superseded values are not recommended for survey control.
 BW2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2128.See file dsdata.txt to determine how the superseded data were derived.
 BW2128
 BW2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6468230719(NAD 83)
 BW2128_MARKER: Z = SEE DESCRIPTION
 BW2128_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BW2128_SP_SET: OBJECT DRIVEN INTO GROUND
 BW2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2128
 BW2128  HISTORY     - Date     Condition        Report By
 BW2128  HISTORY     - 1981     MONUMENTED       MSSU
 BW2128
 BW2128                          STATION DESCRIPTION
 BW2128
 BW2128'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2128'STATION IS A MSU PLASTIC CAP ON A 1/2X24 INCH STEEL RE-BAR SET 88 FT
 BW2128'NE OF MAIN ROAD, 14.1 FT WEST OF 12-INCH BLAZED OAK, 3.7 FT NE OF 4-
 BW2128'INCH BLAZED GUM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2129 ***********************************************************************
 BW2129  DESIGNATION -  8114
 BW2129  PID         -  BW2129
 BW2129  STATE/COUNTY-  MS/COPIAH
 BW2129  USGS QUAD   -  HOPEWELL (1970)
 BW2129
 BW2129                         *CURRENT SURVEY CONTROL
 BW2129  ___________________________________________________________________
 BW2129* NAD 83(1993)-  31 52 49.13280(N)    090 12 04.34596(W)     ADJUSTED  
 BW2129* NAVD 88     -       107.7    (meters)     353.     (feet)  VERTCON   
 BW2129  ___________________________________________________________________
 BW2129  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2129  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2129  HORZ ORDER  -  SECOND
 BW2129
 BW2129.The horizontal coordinates were established by classical geodetic methods
 BW2129.and adjusted by the National Geodetic Survey in May 1994.
 BW2129
 BW2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2129
 BW2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2129
 BW2129.The geoid height was determined by GEOID03.
 BW2129
 BW2129;                    North         East     Units Scale Factor Converg.
 BW2129;SPC MS W     -   263,886.176   712,500.583   MT  0.99995193   +0 04 11.2
 BW2129;SPC MS W     -   865,766.56  2,337,595.66   sFT  0.99995193   +0 04 11.2
 BW2129;UTM  15      - 3,530,586.428   764,750.662   MT  1.00046454   +1 28 44.5
 BW2129
 BW2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2129!SPC MS W     -   0.99998719  x   0.99995193  =   0.99993912
 BW2129!UTM  15      -   0.99998719  x   1.00046454  =   1.00045173
 BW2129
 BW2129                          SUPERSEDED SURVEY CONTROL
 BW2129
 BW2129  NAD 83(1986)-  31 52 49.14738(N)    090 12 04.34220(W) AD(       ) 2
 BW2129  NGVD 29 (12/08/88)  107.7    (m)          353.     (f) VERT ANG    3  
 BW2129
 BW2129.Superseded values are not recommended for survey control.
 BW2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2129.See file dsdata.txt to determine how the superseded data were derived.
 BW2129
 BW2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6475130586(NAD 83)
 BW2129_MARKER: Z = SEE DESCRIPTION
 BW2129_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BW2129_SP_SET: OBJECT DRIVEN INTO GROUND
 BW2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2129
 BW2129  HISTORY     - Date     Condition        Report By
 BW2129  HISTORY     - 1981     MONUMENTED       MSSU
 BW2129
 BW2129                          STATION DESCRIPTION
 BW2129
 BW2129'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2129'STATION IS A MSU PLASTIC CAP ON A 1/2X24 INCH STEEL RE-BAR SET 9.0 FT
 BW2129'WEST OF AND 1.1 FT HIGHER THAN MAIN ROAD, 18.01 FT LOWER THAN STATION
 BW2129'8115.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2130 ***********************************************************************
 BW2130  DESIGNATION -  8115
 BW2130  PID         -  BW2130
 BW2130  STATE/COUNTY-  MS/COPIAH
 BW2130  USGS QUAD   -  HOPEWELL (1970)
 BW2130
 BW2130                         *CURRENT SURVEY CONTROL
 BW2130  ___________________________________________________________________
 BW2130* NAD 83(1993)-  31 52 45.06608(N)    090 11 58.29644(W)     ADJUSTED  
 BW2130* NAVD 88     -       113.2    (meters)     371.     (feet)  VERTCON   
 BW2130  ___________________________________________________________________
 BW2130  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2130  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2130  HORZ ORDER  -  SECOND
 BW2130
 BW2130.The horizontal coordinates were established by classical geodetic methods
 BW2130.and adjusted by the National Geodetic Survey in May 1994.
 BW2130
 BW2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2130
 BW2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2130
 BW2130.The geoid height was determined by GEOID03.
 BW2130
 BW2130;                    North         East     Units Scale Factor Converg.
 BW2130;SPC MS W     -   263,761.117   712,659.724   MT  0.99995198   +0 04 14.4
 BW2130;SPC MS W     -   865,356.26  2,338,117.78   sFT  0.99995198   +0 04 14.4
 BW2130;UTM  15      - 3,530,465.258   764,912.914   MT  1.00046560   +1 28 47.6
 BW2130
 BW2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2130!SPC MS W     -   0.99998633  x   0.99995198  =   0.99993831
 BW2130!UTM  15      -   0.99998633  x   1.00046560  =   1.00045193
 BW2130
 BW2130:                Primary Azimuth Mark                     Grid Az
 BW2130:SPC MS W     -  8116                                     164 12 00.5
 BW2130:UTM  15      -  8116                                     162 47 27.3
 BW2130
 BW2130|---------------------------------------------------------------------|
 BW2130| PID    Reference Object                     Distance      Geod. Az  |
 BW2130|                                                           dddmmss.s |
 BW2130| BW2131 8116                                APPROX. 0.8 KM 1641614.9 |
 BW2130| BW2129 8114                                202.410 METERS 30814     |
 BW2130|---------------------------------------------------------------------|
 BW2130
 BW2130                          SUPERSEDED SURVEY CONTROL
 BW2130
 BW2130  NAD 83(1986)-  31 52 45.08065(N)    090 11 58.29267(W) AD(       ) 2
 BW2130  NGVD 29 (12/08/88)  113.2    (m)          371.     (f) VERT ANG    3  
 BW2130
 BW2130.Superseded values are not recommended for survey control.
 BW2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2130.See file dsdata.txt to determine how the superseded data were derived.
 BW2130
 BW2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6491330465(NAD 83)
 BW2130_MARKER: DD = SURVEY DISK
 BW2130_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2130
 BW2130  HISTORY     - Date     Condition        Report By
 BW2130  HISTORY     - 1981     MONUMENTED       MSSU
 BW2130
 BW2130                          STATION DESCRIPTION
 BW2130
 BW2130'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2130'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2130'CYLINDER 10 CM BELOW GROUND ON A RIDGE 26 M SOUTH OF MAIN ROAD, 70 CM
 BW2130'EAST OF 6-INCH BLAZED PINE, 70 CM WEST OF 3-INCH BLAZED PINE, AND
 BW2130'PLUMBED OVER A 1/2X24-INCH RE-BAR UG MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2131 ***********************************************************************
 BW2131  DESIGNATION -  8116
 BW2131  PID         -  BW2131
 BW2131  STATE/COUNTY-  MS/COPIAH
 BW2131  USGS QUAD   -  GEORGETOWN (1971)
 BW2131
 BW2131                         *CURRENT SURVEY CONTROL
 BW2131  ___________________________________________________________________
 BW2131* NAD 83(1993)-  31 52 19.27808(N)    090 11 49.78554(W)     ADJUSTED  
 BW2131* NAVD 88     -        77.98   (+/-2cm)     255.8    (feet)  VERTCON   
 BW2131  ___________________________________________________________________
 BW2131  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 BW2131  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2131  HORZ ORDER  -  SECOND
 BW2131  VERT ORDER  -  THIRD ? (See Below)
 BW2131
 BW2131.The horizontal coordinates were established by classical geodetic methods
 BW2131.and adjusted by the National Geodetic Survey in May 1994.
 BW2131
 BW2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2131.The vertical order pertains to the NGVD 29 superseded value.
 BW2131
 BW2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2131
 BW2131.The geoid height was determined by GEOID03.
 BW2131
 BW2131;                    North         East     Units Scale Factor Converg.
 BW2131;SPC MS W     -   262,967.131   712,884.397   MT  0.99995205   +0 04 18.8
 BW2131;SPC MS W     -   862,751.33  2,338,854.89   sFT  0.99995205   +0 04 18.8
 BW2131;UTM  15      - 3,529,676.631   765,157.169   MT  1.00046720   +1 28 51.0
 BW2131
 BW2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2131!SPC MS W     -   0.99999186  x   0.99995205  =   0.99994391
 BW2131!UTM  15      -   0.99999186  x   1.00046720  =   1.00045905
 BW2131
 BW2131|---------------------------------------------------------------------|
 BW2131| PID    Reference Object                     Distance      Geod. Az  |
 BW2131|                                                           dddmmss.s |
 BW2131| BW2146 8116 RM 1                            10.283 METERS 07958     |
 BW2131| BW2150 8116 AZ MK 2                                       1110513.0 |
 BW2131| BW2147 8116 AZ MK 1                                       1224759.4 |
 BW2131| BW2148 8116 RM 2                             8.330 METERS 19445     |
 BW2131| BW2132 8117                                452.243 METERS 2820237.3 |
 BW2131| BW2149 8116 RM 3                            39.280 METERS 31718     |
 BW2131|---------------------------------------------------------------------|
 BW2131
 BW2131                          SUPERSEDED SURVEY CONTROL
 BW2131
 BW2131  NAD 83(1986)-  31 52 19.29266(N)    090 11 49.78183(W) AD(       ) 2
 BW2131  NGVD 29 (12/08/88)   77.99   (m)          255.9    (f) LEVELING    3  
 BW2131
 BW2131.Superseded values are not recommended for survey control.
 BW2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2131.See file dsdata.txt to determine how the superseded data were derived.
 BW2131
 BW2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6515729677(NAD 83)
 BW2131_MARKER: DD = SURVEY DISK
 BW2131_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2131
 BW2131  HISTORY     - Date     Condition        Report By
 BW2131  HISTORY     - 1981     MONUMENTED       MSSU
 BW2131
 BW2131                          STATION DESCRIPTION
 BW2131
 BW2131'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2131'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2131'CYLINDER 10 CM BELOW GROUND, 1.7 MILES WEST OF JCT OF MS HWYS 27 AND
 BW2131'28, 0.2 MILE WEST OF T-RD-N TO NEW HOPE CHURCH, 0.25 MILE SW OF NE
 BW2131'CORNER OF SEC 4,T10N,R10E, 8.25 M NORTH OF MS HWY 28, 4.57 M NORTH OF
 BW2131'NORTH EDGE OF PAVEMENT, 8.3 M SE OF WEST END AND 5.8 M SW OF EAST END
 BW2131'OF A 24-INCH BY 8.8 M LONG CONCRETE CULVERT, 2 M EAST OF TURNOUT.  UG
 BW2131'MARK IS A 1/2X24 INCH REBAR SET 30 INCHES BELOW GROUND.  SURFACE MARK
 BW2131'IS 6.01 FT HIGHER THAN USGS UE 249.89.  RM 1 IS PK NAIL IN CENTER OF
 BW2131'16 INCH PINE STUMP.  RM 2 IS PK NAIL IN C/L HWY.  RM 3 AND AZ MK 1 ARE
 BW2131'4-INCH BY 5-FOOT STEEL PIPE PROPERTY CORNERS SET IN CONCRETE.  AZ MK 2
 BW2131'IS MSU CONTROL STATION 8202.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2132 ***********************************************************************
 BW2132  DESIGNATION -  8117
 BW2132  PID         -  BW2132
 BW2132  STATE/COUNTY-  MS/COPIAH
 BW2132  USGS QUAD   -  GEORGETOWN (1971)
 BW2132
 BW2132                         *CURRENT SURVEY CONTROL
 BW2132  ___________________________________________________________________
 BW2132* NAD 83(1993)-  31 52 22.34141(N)    090 12 06.61268(W)     ADJUSTED  
 BW2132* NAVD 88     -        80.3    (meters)     263.     (feet)  VERTCON   
 BW2132  ___________________________________________________________________
 BW2132  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 BW2132  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2132  HORZ ORDER  -  SECOND
 BW2132
 BW2132.The horizontal coordinates were established by classical geodetic methods
 BW2132.and adjusted by the National Geodetic Survey in May 1994.
 BW2132
 BW2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2132
 BW2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2132
 BW2132.The geoid height was determined by GEOID03.
 BW2132
 BW2132;                    North         East     Units Scale Factor Converg.
 BW2132;SPC MS W     -   263,060.935   712,442.012   MT  0.99995191   +0 04 10.0
 BW2132;SPC MS W     -   863,059.08  2,337,403.50   sFT  0.99995191   +0 04 10.0
 BW2132;UTM  15      - 3,529,759.572   764,712.383   MT  1.00046429   +1 28 42.2
 BW2132
 BW2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2132!SPC MS W     -   0.99999149  x   0.99995191  =   0.99994340
 BW2132!UTM  15      -   0.99999149  x   1.00046429  =   1.00045577
 BW2132
 BW2132|---------------------------------------------------------------------|
 BW2132| PID    Reference Object                     Distance      Geod. Az  |
 BW2132|                                                           dddmmss.s |
 BW2132| BW2152 8117 RM 1                            13.488 METERS 09535     |
 BW2132| BW2131 8116                                452.243 METERS 1020228.4 |
 BW2132| BW2151 8117 RM 2                            19.387 METERS 18934     |
 BW2132| BW2133 8118                                APPROX. 1.5 KM 2522704.9 |
 BW2132|---------------------------------------------------------------------|
 BW2132
 BW2132                          SUPERSEDED SURVEY CONTROL
 BW2132
 BW2132  NAD 83(1986)-  31 52 22.35601(N)    090 12 06.60896(W) AD(       ) 2
 BW2132  NGVD 29 (12/08/88)   80.3    (m)          263.     (f) VERT ANG    3  
 BW2132
 BW2132.Superseded values are not recommended for survey control.
 BW2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2132.See file dsdata.txt to determine how the superseded data were derived.
 BW2132
 BW2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6471229760(NAD 83)
 BW2132_MARKER: DD = SURVEY DISK
 BW2132_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2132
 BW2132  HISTORY     - Date     Condition        Report By
 BW2132  HISTORY     - 1981     MONUMENTED       MSSU
 BW2132
 BW2132                          STATION DESCRIPTION
 BW2132
 BW2132'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2132'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2132'CYLINDER 20 CM BELOW GROUND, 0.5 MILE WSW OF NE CORNER OF SEC 4,T10N,
 BW2132'R10E, 19 M NORTH OF MS HWY 28, 29.3 M WEST OF GRAVEL ROAD NORTH,
 BW2132'17.754 M WNW OF HWY R/W MARKER, 3.9 M NORTH OF FENCE, 0.4 M NORTH OF
 BW2132'POWER LINE.  UG MARK IS A 1/2X24 INCH REBAR.  RM 1 IS A PK NAIL IN AN
 BW2132'ANGLE POWER POLE WITH 2 GUYS.  RM 2 IS A PK NAIL IN C/L HWY.  RM 1 TO
 BW2132'RM 2 IS 24.908 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2133 ***********************************************************************
 BW2133  DESIGNATION -  8118
 BW2133  PID         -  BW2133
 BW2133  STATE/COUNTY-  MS/COPIAH
 BW2133  USGS QUAD   -  GEORGETOWN (1971)
 BW2133
 BW2133                         *CURRENT SURVEY CONTROL
 BW2133  ___________________________________________________________________
 BW2133* NAD 83(1993)-  31 52 07.19278(N)    090 13 02.73322(W)     ADJUSTED  
 BW2133* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 BW2133  ___________________________________________________________________
 BW2133  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BW2133  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2133  HORZ ORDER  -  SECOND
 BW2133
 BW2133.The horizontal coordinates were established by classical geodetic methods
 BW2133.and adjusted by the National Geodetic Survey in May 1994.
 BW2133
 BW2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2133
 BW2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2133
 BW2133.The geoid height was determined by GEOID03.
 BW2133
 BW2133;                    North         East     Units Scale Factor Converg.
 BW2133;SPC MS W     -   262,592.679   710,967.496   MT  0.99995148   +0 03 40.3
 BW2133;SPC MS W     -   861,522.81  2,332,565.86   sFT  0.99995148   +0 03 40.3
 BW2133;UTM  15      - 3,529,254.948   763,249.083   MT  1.00045476   +1 28 11.9
 BW2133
 BW2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2133!SPC MS W     -   0.99999148  x   0.99995148  =   0.99994296
 BW2133!UTM  15      -   0.99999148  x   1.00045476  =   1.00044624
 BW2133
 BW2133|---------------------------------------------------------------------|
 BW2133| PID    Reference Object                     Distance      Geod. Az  |
 BW2133|                                                           dddmmss.s |
 BW2133| BW2154 8118 RM 1                             7.865 METERS 04657     |
 BW2133| BW2134 8119                                APPROX. 1.0 KM 2763513.3 |
 BW2133| BW2153 8118 RM 2                             6.647 METERS 32353     |
 BW2133|---------------------------------------------------------------------|
 BW2133
 BW2133                          SUPERSEDED SURVEY CONTROL
 BW2133
 BW2133  NAD 83(1986)-  31 52 07.20746(N)    090 13 02.72954(W) AD(       ) 2
 BW2133  NGVD 29 (12/08/88)   80.4    (m)          264.     (f) VERT ANG    3  
 BW2133
 BW2133.Superseded values are not recommended for survey control.
 BW2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2133.See file dsdata.txt to determine how the superseded data were derived.
 BW2133
 BW2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6324929255(NAD 83)
 BW2133_MARKER: DD = SURVEY DISK
 BW2133_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2133
 BW2133  HISTORY     - Date     Condition        Report By
 BW2133  HISTORY     - 1981     MONUMENTED       MSSU
 BW2133
 BW2133                          STATION DESCRIPTION
 BW2133
 BW2133'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2133'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2133'CYLINDER 20 CM BELOW GROUND, 0.55 MILE SW OF NE CORNER OF SEC 5,T10N,
 BW2133'R10E, 5.39 M SOUTH OF C/L AND 1.65 M SOUTH OF EDGE OF PAVEMENT OF MS
 BW2133'HWY 28, 101.9 M WEST OF A DOUBLE BOX CULVERT 4 M WIDE, AT CENTER OF
 BW2133'LONG CURVE.  RM 1 AND RM 2 ARE PK NAILS IN C/L OF HWY AND ARE 9.639 M
 BW2133'APART.  UG MARK IS A 1/2X24 INCH REBAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2134 ***********************************************************************
 BW2134  DESIGNATION -  8119
 BW2134  PID         -  BW2134
 BW2134  STATE/COUNTY-  MS/COPIAH
 BW2134  USGS QUAD   -  GEORGETOWN (1971)
 BW2134
 BW2134                         *CURRENT SURVEY CONTROL
 BW2134  ___________________________________________________________________
 BW2134* NAD 83(1993)-  31 52 11.09207(N)    090 13 42.31980(W)     ADJUSTED  
 BW2134* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 BW2134  ___________________________________________________________________
 BW2134  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2134  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2134  HORZ ORDER  -  SECOND
 BW2134
 BW2134.The horizontal coordinates were established by classical geodetic methods
 BW2134.and adjusted by the National Geodetic Survey in May 1994.
 BW2134
 BW2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2134
 BW2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2134
 BW2134.The geoid height was determined by GEOID03.
 BW2134
 BW2134;                    North         East     Units Scale Factor Converg.
 BW2134;SPC MS W     -   262,711.718   709,926.881   MT  0.99995121   +0 03 19.4
 BW2134;SPC MS W     -   861,913.36  2,329,151.78   sFT  0.99995121   +0 03 19.4
 BW2134;UTM  15      - 3,529,348.413   762,205.334   MT  1.00044800   +1 27 51.1
 BW2134
 BW2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2134!SPC MS W     -   0.99999026  x   0.99995121  =   0.99994147
 BW2134!UTM  15      -   0.99999026  x   1.00044800  =   1.00043825
 BW2134
 BW2134|---------------------------------------------------------------------|
 BW2134| PID    Reference Object                     Distance      Geod. Az  |
 BW2134|                                                           dddmmss.s |
 BW2134| BW2156 8119 RM 1                             8.319 METERS 05436     |
 BW2134| BW2135 8120                                APPROX. 0.7 KM 2785137.8 |
 BW2134| BW2155 8119 RM 2                             8.217 METERS 32446     |
 BW2134|---------------------------------------------------------------------|
 BW2134
 BW2134                          SUPERSEDED SURVEY CONTROL
 BW2134
 BW2134  NAD 83(1986)-  31 52 11.10678(N)    090 13 42.31611(W) AD(       ) 2
 BW2134  NGVD 29 (12/08/88)   88.2    (m)          289.     (f) VERT ANG    3  
 BW2134
 BW2134.Superseded values are not recommended for survey control.
 BW2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2134.See file dsdata.txt to determine how the superseded data were derived.
 BW2134
 BW2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6220529348(NAD 83)
 BW2134_MARKER: DD = SURVEY DISK
 BW2134_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2134
 BW2134  HISTORY     - Date     Condition        Report By
 BW2134  HISTORY     - 1981     MONUMENTED       MSSU
 BW2134
 BW2134                          STATION DESCRIPTION
 BW2134
 BW2134'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2134'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2134'CYLINDER 20 CM BELOW GROUND, 0.35 MILE SOUTH OF NE CORNER OF SEC 6,
 BW2134'T10N,R10E, 5.79 M SOUTH OF C/L AND 2.2 M SOUTH OF PAVEMENT OF MS HWY
 BW2134'28, 7.5 M SE OF T-RD-S, 14.3 M EAST OF SOUTH END OF 24-INCH CONCRETE
 BW2134'CULVERT, 11.45 M NE OF 1.2 M WATER OAK, 37 FT WEST OF PROJECTED FENCE
 BW2134'LEADING NORTH.  UG MARK IS A 1/2X24 INCH REBAR.  RM 1 AND RM 2 ARE PK
 BW2134'NAILS IN C/L OF HWY AND ARE 11.870 M APART.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2135 ***********************************************************************
 BW2135  DESIGNATION -  8120
 BW2135  PID         -  BW2135
 BW2135  STATE/COUNTY-  MS/COPIAH
 BW2135  USGS QUAD   -  GEORGETOWN (1971)
 BW2135
 BW2135                         *CURRENT SURVEY CONTROL
 BW2135  ___________________________________________________________________
 BW2135* NAD 83(1993)-  31 52 14.58618(N)    090 14 08.59079(W)     ADJUSTED  
 BW2135* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 BW2135  ___________________________________________________________________
 BW2135  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BW2135  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2135  HORZ ORDER  -  SECOND
 BW2135
 BW2135.The horizontal coordinates were established by classical geodetic methods
 BW2135.and adjusted by the National Geodetic Survey in May 1994.
 BW2135
 BW2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2135
 BW2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2135
 BW2135.The geoid height was determined by GEOID03.
 BW2135
 BW2135;                    North         East     Units Scale Factor Converg.
 BW2135;SPC MS W     -   262,818.691   709,236.281   MT  0.99995105   +0 03 05.5
 BW2135;SPC MS W     -   862,264.32  2,326,886.03   sFT  0.99995105   +0 03 05.5
 BW2135;UTM  15      - 3,529,438.419   761,511.970   MT  1.00044352   +1 27 37.4
 BW2135
 BW2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2135!SPC MS W     -   0.99998912  x   0.99995105  =   0.99994017
 BW2135!UTM  15      -   0.99998912  x   1.00044352  =   1.00043264
 BW2135
 BW2135|---------------------------------------------------------------------|
 BW2135| PID    Reference Object                     Distance      Geod. Az  |
 BW2135|                                                           dddmmss.s |
 BW2135| BW2158 8120 RM 1                            22.006 METERS 06101     |
 BW2135| BW2136 8121                                APPROX. 0.9 KM 2882137.0 |
 BW2135| BW2157 8120 RM 2                            21.376 METERS 34954     |
 BW2135|---------------------------------------------------------------------|
 BW2135
 BW2135                          SUPERSEDED SURVEY CONTROL
 BW2135
 BW2135  NAD 83(1986)-  31 52 14.60091(N)    090 14 08.58711(W) AD(       ) 2
 BW2135  NGVD 29 (12/08/88)   95.4    (m)          313.     (f) VERT ANG    3  
 BW2135
 BW2135.Superseded values are not recommended for survey control.
 BW2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2135.See file dsdata.txt to determine how the superseded data were derived.
 BW2135
 BW2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6151229438(NAD 83)
 BW2135_MARKER: DD = SURVEY DISK
 BW2135_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2135
 BW2135  HISTORY     - Date     Condition        Report By
 BW2135  HISTORY     - 1981     MONUMENTED       MSSU
 BW2135
 BW2135                          STATION DESCRIPTION
 BW2135
 BW2135'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2135'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2135'CYLINDER 20 CM BELOW GROUND, 3.4 MILES EAST OF COPIAH CREEK CROSSING,
 BW2135'0.6 MILE ESE OF NW CORNER OF SEC 6,T10N,R10E, IN NE CORNER OF YARD OF
 BW2135'ROY SMITH, 49.4 M WEST OF SOUTH END OF 36 INCH CONCRETE CULVERT, 19.7
 BW2135'M SOUTH OF T-RD-S, 18.0 M SOUTH OF MS HWY 28, 14.3 M SW OF EAST END
 BW2135'AND 10.5 M SW OF WEST END OF 18 INCH CONCRETE CULVERT UNDER DRIVE, 7.2
 BW2135'M WEST OF DRIVEWAY, 10.8 M NE OF NE CORNER OF WHITE SIDING HOUSE, 9.5
 BW2135'M NORTH OF PROJECTED NORTH WALL AND 5.25 M EAST OF PROJECTED EAST WALL
 BW2135'OF SAME HOUSE.  UG MARK IS A 1/2X24 INCH REBAR.  RM 1 AND RM 2 ARE PK
 BW2135'NAILS IN C/L OF HWY AND ARE 23.757 M APART.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2136 ***********************************************************************
 BW2136  DESIGNATION -  8121
 BW2136  PID         -  BW2136
 BW2136  STATE/COUNTY-  MS/COPIAH
 BW2136  USGS QUAD   -  GEORGETOWN (1971)
 BW2136
 BW2136                         *CURRENT SURVEY CONTROL
 BW2136  ___________________________________________________________________
 BW2136* NAD 83(1993)-  31 52 23.59460(N)    090 14 40.40256(W)     ADJUSTED  
 BW2136* NAVD 88     -        95.9    (meters)     315.     (feet)  VERTCON   
 BW2136  ___________________________________________________________________
 BW2136  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BW2136  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2136  HORZ ORDER  -  SECOND
 BW2136
 BW2136.The horizontal coordinates were established by classical geodetic methods
 BW2136.and adjusted by the National Geodetic Survey in May 1994.
 BW2136
 BW2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2136
 BW2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2136
 BW2136.The geoid height was determined by GEOID03.
 BW2136
 BW2136;                    North         East     Units Scale Factor Converg.
 BW2136;SPC MS W     -   263,095.430   708,399.928   MT  0.99995087   +0 02 48.8
 BW2136;SPC MS W     -   863,172.26  2,324,142.10   sFT  0.99995087   +0 02 48.8
 BW2136;UTM  15      - 3,529,694.636   760,668.653   MT  1.00043808   +1 27 20.9
 BW2136
 BW2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2136!SPC MS W     -   0.99998905  x   0.99995087  =   0.99993992
 BW2136!UTM  15      -   0.99998905  x   1.00043808  =   1.00042712
 BW2136
 BW2136|---------------------------------------------------------------------|
 BW2136| PID    Reference Object                     Distance      Geod. Az  |
 BW2136|                                                           dddmmss.s |
 BW2136| BW2160 8121 RM 2                             8.816 METERS 07808     |
 BW2136| BW2137 8122                                APPROX. 0.6 KM 2922158.8 |
 BW2136| BW2159 8121 RM 3                             9.847 METERS 33011     |
 BW2136|---------------------------------------------------------------------|
 BW2136
 BW2136                          SUPERSEDED SURVEY CONTROL
 BW2136
 BW2136  NAD 83(1986)-  31 52 23.60932(N)    090 14 40.39889(W) AD(       ) 2
 BW2136  NGVD 29 (12/08/88)   95.9    (m)          315.     (f) VERT ANG    3  
 BW2136
 BW2136.Superseded values are not recommended for survey control.
 BW2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2136.See file dsdata.txt to determine how the superseded data were derived.
 BW2136
 BW2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6066929695(NAD 83)
 BW2136_MARKER: DD = SURVEY DISK
 BW2136_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2136
 BW2136  HISTORY     - Date     Condition        Report By
 BW2136  HISTORY     - 1981     MONUMENTED       MSSU
 BW2136
 BW2136                          STATION DESCRIPTION
 BW2136
 BW2136'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2136'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2136'CYLINDER 30 CM BELOW GROUND, 2.9 MILES WEST OF T-RD-N TO NEW HOPE
 BW2136'CHURCH, 0.1 MILE SSE OF NW CORNER OF SEC 6,T10N,R10E, 57 M EAST OF A
 BW2136'PAINTED N-S PROPERTY LINE, 37.1 M EAST OF SOUTH END OF AN 18-INCH
 BW2136'CONCRETE CULVERT, 6 M EAST OF ENTRANCE TO ABANDONED GRAVEL PIT ACROSS
 BW2136'HWY, 1.96 M SOUTH OF SOUTH EDGE AND 5.59 M SOUTH OF C/L OF PAVEMENT OF
 BW2136'MS HWY 28.  ALL 3 RMS ARE PK NAILS IN C/L HWY.  RM 1 TO RM 2 IS 8.012
 BW2136'M AND RM 2 TO RM 3 IS 14.887 M.  UG MARK IS A 1/2X24 INCH REBAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2137 ***********************************************************************
 BW2137  DESIGNATION -  8122
 BW2137  PID         -  BW2137
 BW2137  STATE/COUNTY-  MS/COPIAH
 BW2137  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2137
 BW2137                         *CURRENT SURVEY CONTROL
 BW2137  ___________________________________________________________________
 BW2137* NAD 83(1993)-  31 52 30.82554(N)    090 15 00.99723(W)     ADJUSTED  
 BW2137* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 BW2137  ___________________________________________________________________
 BW2137  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BW2137  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2137  HORZ ORDER  -  SECOND
 BW2137
 BW2137.The horizontal coordinates were established by classical geodetic methods
 BW2137.and adjusted by the National Geodetic Survey in May 1994.
 BW2137
 BW2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2137
 BW2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2137
 BW2137.The geoid height was determined by GEOID03.
 BW2137
 BW2137;                    North         East     Units Scale Factor Converg.
 BW2137;SPC MS W     -   263,317.713   707,858.471   MT  0.99995076   +0 02 37.9
 BW2137;SPC MS W     -   863,901.53  2,322,365.67   sFT  0.99995076   +0 02 37.9
 BW2137;UTM  15      - 3,529,903.639   760,121.628   MT  1.00043457   +1 27 10.3
 BW2137
 BW2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2137!SPC MS W     -   0.99998895  x   0.99995076  =   0.99993971
 BW2137!UTM  15      -   0.99998895  x   1.00043457  =   1.00042352
 BW2137
 BW2137|---------------------------------------------------------------------|
 BW2137| PID    Reference Object                     Distance      Geod. Az  |
 BW2137|                                                           dddmmss.s |
 BW2137| BW2162 8122 RM 1                            12.714 METERS 16214     |
 BW2137| BW2163 8122 RM 2                            16.510 METERS 24753     |
 BW2137| BW2144 8129                                469.836 METERS 2794138.7 |
 BW2137|---------------------------------------------------------------------|
 BW2137
 BW2137                          SUPERSEDED SURVEY CONTROL
 BW2137
 BW2137  NAD 83(1986)-  31 52 30.84026(N)    090 15 00.99357(W) AD(       ) 2
 BW2137  NGVD 29 (12/08/88)   96.5    (m)          317.     (f) VERT ANG    3  
 BW2137
 BW2137.Superseded values are not recommended for survey control.
 BW2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2137.See file dsdata.txt to determine how the superseded data were derived.
 BW2137
 BW2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6012229904(NAD 83)
 BW2137_MARKER: DD = SURVEY DISK
 BW2137_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2137
 BW2137  HISTORY     - Date     Condition        Report By
 BW2137  HISTORY     - 1981     MONUMENTED       MSSU
 BW2137
 BW2137                          STATION DESCRIPTION
 BW2137
 BW2137'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2137'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2137'CYLINDER 15 CM BELOW GROUND, 2.5 MILES EAST OF COPIAH CREEK BRIDGE,
 BW2137'0.3 MILE WEST OF SE CORNER OF SEC 36,T1N,R1W, 47 M WEST OF PROJECTED
 BW2137'WEST WALL OF A GREEN SIDING HOUSE, 61.55 M EAST OF NORTH END OF A 24-
 BW2137'INCH CONCRETE CULVERT UNDER HWY, 17.29 M ESE OF A CROOKED 36 CM PINE,
 BW2137'10.09 M OR 32.95 FT NORTH OF C/L OF MS HWY 28.  UG MARK IS A 1/2X24
 BW2137'INCH REBAR
 BW2137'
 BW2137'RM 1 AND RM 2 ARE PK NAILS IN C/L OF HWY AND ARE 20.650 M APART.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2138 ***********************************************************************
 BW2138  DESIGNATION -  8123
 BW2138  PID         -  BW2138
 BW2138  STATE/COUNTY-  MS/COPIAH
 BW2138  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2138
 BW2138                         *CURRENT SURVEY CONTROL
 BW2138  ___________________________________________________________________
 BW2138* NAD 83(1993)-  31 52 34.87905(N)    090 15 26.86130(W)     ADJUSTED  
 BW2138* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 BW2138  ___________________________________________________________________
 BW2138  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BW2138  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2138  HORZ ORDER  -  SECOND
 BW2138
 BW2138.The horizontal coordinates were established by classical geodetic methods
 BW2138.and adjusted by the National Geodetic Survey in May 1994.
 BW2138
 BW2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2138
 BW2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2138
 BW2138.The geoid height was determined by GEOID03.
 BW2138
 BW2138;                    North         East     Units Scale Factor Converg.
 BW2138;SPC MS W     -   263,442.062   707,178.617   MT  0.99995064   +0 02 24.2
 BW2138;SPC MS W     -   864,309.50  2,320,135.18   sFT  0.99995064   +0 02 24.2
 BW2138;UTM  15      - 3,530,011.286   759,438.593   MT  1.00043019   +1 26 56.8
 BW2138
 BW2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2138!SPC MS W     -   0.99998873  x   0.99995064  =   0.99993937
 BW2138!UTM  15      -   0.99998873  x   1.00043019  =   1.00041892
 BW2138
 BW2138|---------------------------------------------------------------------|
 BW2138| PID    Reference Object                     Distance      Geod. Az  |
 BW2138|                                                           dddmmss.s |
 BW2138| BW2165 8123 RM 1                             6.303 METERS 05759     |
 BW2138| BW2137 8122                                APPROX. 0.7 KM 1002418.8 |
 BW2138| BW2139 8124                                309.554 METERS 29807     |
 BW2138| BW2164 8123 RM 2                            10.700 METERS 32747     |
 BW2138|---------------------------------------------------------------------|
 BW2138
 BW2138                          SUPERSEDED SURVEY CONTROL
 BW2138
 BW2138  NAD 83(1986)-  31 52 34.89376(N)    090 15 26.85764(W) AD(       ) 2
 BW2138  NGVD 29 (12/08/88)   97.9    (m)          321.     (f) VERT ANG    3  
 BW2138
 BW2138.Superseded values are not recommended for survey control.
 BW2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2138.See file dsdata.txt to determine how the superseded data were derived.
 BW2138
 BW2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5943930011(NAD 83)
 BW2138_MARKER: DD = SURVEY DISK
 BW2138_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2138
 BW2138  HISTORY     - Date     Condition        Report By
 BW2138  HISTORY     - 1981     MONUMENTED       MSSU
 BW2138
 BW2138                          STATION DESCRIPTION
 BW2138
 BW2138'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2138'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2138'CYLINDER 10 CM BELOW GROUND, 2.0 MILES EAST OF COPIAH CREEK BRIDGE,
 BW2138'0.55 MILES EAST OF RED BARN CHURCH, 0.35 MILE NE OF SW CORNER OF SEC
 BW2138'36,T1N,R1W, 153.6 M WEST OF T-RD-S, 5.69 M SOUTH OF MS HWY 28, 2.00 M
 BW2138'SOUTH OF SOUTH EDGE OF PAVEMENT.  UG MARK IS A 1/2X24 INCH REBAR.  RM
 BW2138'1 AND RM 2 ARE PK NAILS IN C/L HWY 11.764 M APART.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2139 ***********************************************************************
 BW2139  DESIGNATION -  8124
 BW2139  PID         -  BW2139
 BW2139  STATE/COUNTY-  MS/COPIAH
 BW2139  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2139
 BW2139                         *CURRENT SURVEY CONTROL
 BW2139  ___________________________________________________________________
 BW2139* NAD 83(1993)-  31 52 39.61417(N)    090 15 37.24983(W)     ADJUSTED  
 BW2139* NAVD 88     -        92.2    (meters)     302.     (feet)  VERTCON   
 BW2139  ___________________________________________________________________
 BW2139  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BW2139  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2139  HORZ ORDER  -  SECOND
 BW2139
 BW2139.The horizontal coordinates were established by classical geodetic methods
 BW2139.and adjusted by the National Geodetic Survey in May 1994.
 BW2139
 BW2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2139
 BW2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2139
 BW2139.The geoid height was determined by GEOID03.
 BW2139
 BW2139;                    North         East     Units Scale Factor Converg.
 BW2139;SPC MS W     -   263,587.715   706,905.488   MT  0.99995059   +0 02 18.8
 BW2139;SPC MS W     -   864,787.36  2,319,239.09   sFT  0.99995059   +0 02 18.8
 BW2139;UTM  15      - 3,530,150.245   759,161.833   MT  1.00042842   +1 26 51.5
 BW2139
 BW2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2139!SPC MS W     -   0.99998962  x   0.99995059  =   0.99994021
 BW2139!UTM  15      -   0.99998962  x   1.00042842  =   1.00041804
 BW2139
 BW2139|---------------------------------------------------------------------|
 BW2139| PID    Reference Object                     Distance      Geod. Az  |
 BW2139|                                                           dddmmss.s |
 BW2139| BW2166 8124 RM 1                             9.832 METERS 02003     |
 BW2139| BW2167 8124 RM 2                             9.615 METERS 09321     |
 BW2139| BW2138 8123                                309.554 METERS 11807     |
 BW2139| BW2140 8125                                APPROX. 1.1 KM 3143153.0 |
 BW2139|---------------------------------------------------------------------|
 BW2139
 BW2139                          SUPERSEDED SURVEY CONTROL
 BW2139
 BW2139  NAD 83(1986)-  31 52 39.62888(N)    090 15 37.24618(W) AD(       ) 2
 BW2139  NGVD 29 (12/08/88)   92.2    (m)          302.     (f) VERT ANG    3  
 BW2139
 BW2139.Superseded values are not recommended for survey control.
 BW2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2139.See file dsdata.txt to determine how the superseded data were derived.
 BW2139
 BW2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5916230150(NAD 83)
 BW2139_MARKER: DD = SURVEY DISK
 BW2139_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2139
 BW2139  HISTORY     - Date     Condition        Report By
 BW2139  HISTORY     - 1981     MONUMENTED       MSSU
 BW2139
 BW2139                          STATION DESCRIPTION
 BW2139
 BW2139'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2139'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2139'CYLINDER 20 CM BELOW GROUND, 1.75 MILES EAST OF COPIAH CREEK BRIDGE,
 BW2139'0.35 MILE EAST OF RED BARN CHURCH, 11.9 M WSW OF T-DR-S TO PARK, 10.18
 BW2139'M NNE OF COPIAH CREEK PARK SIGN, 8.25 M NORTH OF DEAD-END POWER POLE,
 BW2139'7.64 M SOUTH OF C/L AND 0.6 M SW OF SOUTH EDGE OF MS HWY 28 PAVEMENT.
 BW2139'UG MARK IS A 1/2X24 INCH REBAR.  RM 1 AND RM 2 ARE PK NAILS IN C/L OF
 BW2139'HWY 11.797 M APART.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2140 ***********************************************************************
 BW2140  DESIGNATION -  8125
 BW2140  PID         -  BW2140
 BW2140  STATE/COUNTY-  MS/COPIAH
 BW2140  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2140
 BW2140                         *CURRENT SURVEY CONTROL
 BW2140  ___________________________________________________________________
 BW2140* NAD 83(1993)-  31 53 04.96197(N)    090 16 07.44873(W)     ADJUSTED  
 BW2140* NAVD 88     -        99.0    (meters)     325.     (feet)  VERTCON   
 BW2140  ___________________________________________________________________
 BW2140  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BW2140  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2140  HORZ ORDER  -  SECOND
 BW2140
 BW2140.The horizontal coordinates were established by classical geodetic methods
 BW2140.and adjusted by the National Geodetic Survey in May 1994.
 BW2140
 BW2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2140
 BW2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2140
 BW2140.The geoid height was determined by GEOID03.
 BW2140
 BW2140;                    North         East     Units Scale Factor Converg.
 BW2140;SPC MS W     -   264,367.919   706,111.348   MT  0.99995046   +0 02 02.8
 BW2140;SPC MS W     -   867,347.08  2,316,633.65   sFT  0.99995046   +0 02 02.8
 BW2140;UTM  15      - 3,530,911.043   758,348.359   MT  1.00042323   +1 26 36.5
 BW2140
 BW2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2140!SPC MS W     -   0.99998855  x   0.99995046  =   0.99993901
 BW2140!UTM  15      -   0.99998855  x   1.00042323  =   1.00041178
 BW2140
 BW2140|---------------------------------------------------------------------|
 BW2140| PID    Reference Object                     Distance      Geod. Az  |
 BW2140|                                                           dddmmss.s |
 BW2140| BW2168 8125 RM 1                             9.507 METERS 17750     |
 BW2140| BW2169 8125 RM 2                             6.360 METERS 27334     |
 BW2140| BW2141 8126                                APPROX. 1.0 KM 3015523.0 |
 BW2140|---------------------------------------------------------------------|
 BW2140
 BW2140                          SUPERSEDED SURVEY CONTROL
 BW2140
 BW2140  NAD 83(1986)-  31 53 04.97668(N)    090 16 07.44505(W) AD(       ) 2
 BW2140  NGVD 29 (12/08/88)   99.0    (m)          325.     (f) VERT ANG    3  
 BW2140
 BW2140.Superseded values are not recommended for survey control.
 BW2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2140.See file dsdata.txt to determine how the superseded data were derived.
 BW2140
 BW2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5834830911(NAD 83)
 BW2140_MARKER: DD = SURVEY DISK
 BW2140_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2140
 BW2140  HISTORY     - Date     Condition        Report By
 BW2140  HISTORY     - 1981     MONUMENTED       MSSU
 BW2140
 BW2140                          STATION DESCRIPTION
 BW2140
 BW2140'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2140'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2140'CYLINDER 10 CM BELOW GROUND, 1.1 MILE EAST OF COPIAH CREEK BRIDGE, 0.3
 BW2140'MILE WEST OF RED BARN CHURCH, 0.5 MILE SW OF NE CORNER OF SEC 35,T1N
 BW2140'R1W, 44 M ESE OF T-RD-N, 48.2 M WNW OF T-DR-S, 28.6 M NORTH OF ANGLE
 BW2140'IN FENCE, 5.04 M NE OF C/L AND 1.35 M NE OF MS HWY 28 PAVEMENT. UG
 BW2140'MARK IS A 1/2X24 INCH REBAR.
 BW2140'
 BW2140'RM 1 AND RM 2 ARE PK NAILS IN C/L OF HWY AND ARE 11.932 M APART.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2141 ***********************************************************************
 BW2141  DESIGNATION -  8126
 BW2141  PID         -  BW2141
 BW2141  STATE/COUNTY-  MS/COPIAH
 BW2141  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2141
 BW2141                         *CURRENT SURVEY CONTROL
 BW2141  ___________________________________________________________________
 BW2141* NAD 83(1993)-  31 53 22.26147(N)    090 16 39.99671(W)     ADJUSTED  
 BW2141* NAVD 88     -        97.24   (+/-2cm)     319.0    (feet)  VERTCON   
 BW2141  ___________________________________________________________________
 BW2141  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BW2141  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2141  HORZ ORDER  -  SECOND
 BW2141  VERT ORDER  -  THIRD ? (See Below)
 BW2141
 BW2141.The horizontal coordinates were established by classical geodetic methods
 BW2141.and adjusted by the National Geodetic Survey in May 1994.
 BW2141
 BW2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2141.The vertical order pertains to the NGVD 29 superseded value.
 BW2141
 BW2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2141
 BW2141.The geoid height was determined by GEOID03.
 BW2141
 BW2141;                    North         East     Units Scale Factor Converg.
 BW2141;SPC MS W     -   264,900.266   705,255.728   MT  0.99995034   +0 01 45.7
 BW2141;SPC MS W     -   869,093.62  2,313,826.50   sFT  0.99995034   +0 01 45.7
 BW2141;UTM  15      - 3,531,422.424   757,479.495   MT  1.00041770   +1 26 20.0
 BW2141
 BW2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2141!SPC MS W     -   0.99998883  x   0.99995034  =   0.99993918
 BW2141!UTM  15      -   0.99998883  x   1.00041770  =   1.00040653
 BW2141
 BW2141|---------------------------------------------------------------------|
 BW2141| PID    Reference Object                     Distance      Geod. Az  |
 BW2141|                                                           dddmmss.s |
 BW2141| BW2172 8126 RM 1                            10.910 METERS 01403     |
 BW2141| BW2170 8126 RM 2                            13.957 METERS 19351     |
 BW2141| BW2171 8126 RM 3                            30.151 METERS 27206     |
 BW2141| BW2142 8127                                APPROX. 0.5 KM 2843334.1 |
 BW2141|---------------------------------------------------------------------|
 BW2141
 BW2141                          SUPERSEDED SURVEY CONTROL
 BW2141
 BW2141  NAD 83(1986)-  31 53 22.27620(N)    090 16 39.99303(W) AD(       ) 2
 BW2141  NGVD 29 (12/08/88)   97.25   (m)          319.1    (f) LEVELING    3  
 BW2141
 BW2141.Superseded values are not recommended for survey control.
 BW2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2141.See file dsdata.txt to determine how the superseded data were derived.
 BW2141
 BW2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5747931422(NAD 83)
 BW2141_MARKER: DD = SURVEY DISK
 BW2141_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2141
 BW2141  HISTORY     - Date     Condition        Report By
 BW2141  HISTORY     - 1981     MONUMENTED       MSSU
 BW2141
 BW2141                          STATION DESCRIPTION
 BW2141
 BW2141'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2141'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2141'CYLINDER 30 CM BELOW GROUND, 6.6 MILES EAST OF RR OVERPASS, 0.5 MILE
 BW2141'EAST OF COPIAH CREEK BRIDGE, 60.2 M ENE OF T-RD-N, 13.74 M NORTH OF MS
 BW2141'HWY 28, 11.05 M SSE OF POWER POLE, 8.40 M NNW OF 24 INCH CULVERT, 4.5
 BW2141'M SOUTH OF TWIN CHERRY, 3.85 M SOUTH OF GUY ANCHOR.  UG MARK IS A 1/2X
 BW2141'24 INCH REBAR.  RM1 IS PK NAIL IN POWER POLE.  RM 2 IS PK NAIL IN C/L
 BW2141'OF HWY AT C/L OF CULVERT, RM 3 IS PK NAIL IN C/L OF HWY.  RM 1 TO RM 2
 BW2141'IS 24.84 M, RM 1 TO RM 3 IS 34.6 M, RM 2 TO RM 3 IS 28.678 M.  STATION
 BW2141'IS 4.185 FT HIGHER THAN USGS UE 314.86.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2142 ***********************************************************************
 BW2142  DESIGNATION -  8127
 BW2142  PID         -  BW2142
 BW2142  STATE/COUNTY-  MS/COPIAH
 BW2142  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2142
 BW2142                         *CURRENT SURVEY CONTROL
 BW2142  ___________________________________________________________________
 BW2142* NAD 83(1993)-  31 53 26.70748(N)    090 17 00.06254(W)     ADJUSTED  
 BW2142* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 BW2142  ___________________________________________________________________
 BW2142  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BW2142  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2142  HORZ ORDER  -  SECOND
 BW2142
 BW2142.The horizontal coordinates were established by classical geodetic methods
 BW2142.and adjusted by the National Geodetic Survey in May 1994.
 BW2142
 BW2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2142
 BW2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2142
 BW2142.The geoid height was determined by GEOID03.
 BW2142
 BW2142;                    North         East     Units Scale Factor Converg.
 BW2142;SPC MS W     -   265,036.946   704,728.371   MT  0.99995028   +0 01 35.1
 BW2142;SPC MS W     -   869,542.05  2,312,096.33   sFT  0.99995028   +0 01 35.1
 BW2142;UTM  15      - 3,531,546.148   756,948.689   MT  1.00041433   +1 26 09.6
 BW2142
 BW2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2142!SPC MS W     -   0.99998954  x   0.99995028  =   0.99993982
 BW2142!UTM  15      -   0.99998954  x   1.00041433  =   1.00040386
 BW2142
 BW2142|---------------------------------------------------------------------|
 BW2142| PID    Reference Object                     Distance      Geod. Az  |
 BW2142|                                                           dddmmss.s |
 BW2142| BW2173 8127 RM 1                            11.534 METERS 15311     |
 BW2142| BW2174 8127 RM 2                            12.672 METERS 22752     |
 BW2142| BW2143 8128                                APPROX. 1.3 KM 2473703.7 |
 BW2142| BW2175 8127 RM 3                            49.000 METERS 35739     |
 BW2142|---------------------------------------------------------------------|
 BW2142
 BW2142                          SUPERSEDED SURVEY CONTROL
 BW2142
 BW2142  NAD 83(1986)-  31 53 26.72222(N)    090 17 00.05885(W) AD(       ) 2
 BW2142  NGVD 29 (12/08/88)   92.8    (m)          304.     (f) VERT ANG    3  
 BW2142
 BW2142.Superseded values are not recommended for survey control.
 BW2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2142.See file dsdata.txt to determine how the superseded data were derived.
 BW2142
 BW2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5694931546(NAD 83)
 BW2142_MARKER: Z = SEE DESCRIPTION
 BW2142_SETTING: 0 = UNSPECIFIED SETTING
 BW2142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2142
 BW2142  HISTORY     - Date     Condition        Report By
 BW2142  HISTORY     - 1981     MONUMENTED       MSSU
 BW2142
 BW2142                          STATION DESCRIPTION
 BW2142
 BW2142'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2142'STATION IS LOCATED 0.2 MILE EAST OF COPIAH CREEK BRIDGE, 0.25 MILE WNW
 BW2142'OF SE CORNER OF SEC 27,T1N,R1W, 31.7 M NORTH OF AND 10 FT LOWER THAN
 BW2142'MS HWY 28, 78.1 M EAST OF ANGLE PP, 49.0 M SSW OF TANGENT PP, 8.5 M
 BW2142'NORTH OF FENCE.  STATION SITE IS IN CULTIVATED AREA THEREFORE WAS ONLY
 BW2142'TEMPORARILY MARKED WITH WOODEN HUB AND TACK.  RM 1 IS A T-PLASTIC
 BW2142'STAKE SET IN FENCE LINE 23.3 M NORTH OF HWY.  RM 2 IS A T-PLASTIC
 BW2142'STAKE SET IN FENCE LINE 23.2 M NORTH OF HWY.  RM 3 IS A PK NAIL IN
 BW2142'TANGENT POWER POLE NORTH OF STATION SITE.  RM 1 TO RM 2 IS 16.8 M.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2143 ***********************************************************************
 BW2143  DESIGNATION -  8128
 BW2143  PID         -  BW2143
 BW2143  STATE/COUNTY-  MS/COPIAH
 BW2143  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2143
 BW2143                         *CURRENT SURVEY CONTROL
 BW2143  ___________________________________________________________________
 BW2143* NAD 83(1993)-  31 53 10.97447(N)    090 17 44.83313(W)     ADJUSTED  
 BW2143* NAVD 88     -       129.7    (meters)     426.     (feet)  VERTCON   
 BW2143  ___________________________________________________________________
 BW2143  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BW2143  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2143  HORZ ORDER  -  SECOND
 BW2143
 BW2143.The horizontal coordinates were established by classical geodetic methods
 BW2143.and adjusted by the National Geodetic Survey in May 1994.
 BW2143
 BW2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2143
 BW2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2143
 BW2143.The geoid height was determined by GEOID03.
 BW2143
 BW2143;                    North         East     Units Scale Factor Converg.
 BW2143;SPC MS W     -   264,551.898   703,552.063   MT  0.99995016   +0 01 11.4
 BW2143;SPC MS W     -   867,950.69  2,308,237.06   sFT  0.99995016   +0 01 11.4
 BW2143;UTM  15      - 3,531,032.075   755,784.132   MT  1.00040696   +1 25 45.3
 BW2143
 BW2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2143!SPC MS W     -   0.99998374  x   0.99995016  =   0.99993390
 BW2143!UTM  15      -   0.99998374  x   1.00040696  =   1.00039069
 BW2143
 BW2143|---------------------------------------------------------------------|
 BW2143| PID    Reference Object                     Distance      Geod. Az  |
 BW2143|                                                           dddmmss.s |
 BW2143| BW2220 SHADY                               343.706 METERS 24419     |
 BW2143|---------------------------------------------------------------------|
 BW2143
 BW2143                          SUPERSEDED SURVEY CONTROL
 BW2143
 BW2143  NAD 83(1986)-  31 53 10.98918(N)    090 17 44.82943(W) AD(       ) 2
 BW2143  NGVD 29 (12/08/88)  129.7    (m)          426.     (f) VERT ANG    3  
 BW2143
 BW2143.Superseded values are not recommended for survey control.
 BW2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2143.See file dsdata.txt to determine how the superseded data were derived.
 BW2143
 BW2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5578431032(NAD 83)
 BW2143_MARKER: DD = SURVEY DISK
 BW2143_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BW2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2143
 BW2143  HISTORY     - Date     Condition        Report By
 BW2143  HISTORY     - 1981     MONUMENTED       MSSU
 BW2143
 BW2143                          STATION DESCRIPTION
 BW2143
 BW2143'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2143'STATION IS A MSU ALUMINUM DISK SET IN A PRECAST 6X24-INCH CONCRETE
 BW2143'CYLINDER 20 CM BELOW GROUND, 5.5 MILES EAST OF RR OVERPASS, 0.7 MILE
 BW2143'WEST OF COPIAH CREEK BRIDGE, 0.2 MILE SOUTH OF NW CORNER OF SEC 34,
 BW2143'T1N,R1W, IN CENTER OF GRAVEL DRIVE 109 M SE ALONG DRIVE FROM PAVEMENT
 BW2143'EDGE OF MS HWY 28, 27 M NNW OF TOP OF KNOLL, 30.05 M WEST OF 22 CM
 BW2143'LONE PINE BESIDE LONE HARDWOOD TREE, 11.85 M SSE OF 23 CM PINE AT
 BW2143'SOUTH EDGE OF DRIVE.  UG MARK IS A 1/2X24 INCH REBAR.  NO RMS WERE
 BW2143'ESTABLISHED AT THIS STATION AS IT SERVES AS AZIMUTH MARK FOR STATION
 BW2143'SHADY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2144 ***********************************************************************
 BW2144  DESIGNATION -  8129
 BW2144  PID         -  BW2144
 BW2144  STATE/COUNTY-  MS/COPIAH
 BW2144  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2144
 BW2144                         *CURRENT SURVEY CONTROL
 BW2144  ___________________________________________________________________
 BW2144* NAD 83(1993)-  31 52 33.39375(N)    090 15 18.61776(W)     ADJUSTED  
 BW2144* NAVD 88     -        95.11   (+/-2cm)     312.0    (feet)  VERTCON   
 BW2144  ___________________________________________________________________
 BW2144  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BW2144  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2144  HORZ ORDER  -  SECOND
 BW2144  VERT ORDER  -  THIRD ? (See Below)
 BW2144
 BW2144.The horizontal coordinates were established by classical geodetic methods
 BW2144.and adjusted by the National Geodetic Survey in May 1994.
 BW2144
 BW2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2144.The vertical order pertains to the NGVD 29 superseded value.
 BW2144
 BW2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2144
 BW2144.The geoid height was determined by GEOID03.
 BW2144
 BW2144;                    North         East     Units Scale Factor Converg.
 BW2144;SPC MS W     -   263,396.469   707,395.306   MT  0.99995067   +0 02 28.6
 BW2144;SPC MS W     -   864,159.92  2,320,846.10   sFT  0.99995067   +0 02 28.6
 BW2144;UTM  15      - 3,529,971.015   759,656.443   MT  1.00043159   +1 27 01.1
 BW2144
 BW2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2144!SPC MS W     -   0.99998917  x   0.99995067  =   0.99993984
 BW2144!UTM  15      -   0.99998917  x   1.00043159  =   1.00042075
 BW2144
 BW2144:                Primary Azimuth Mark                     Grid Az
 BW2144:SPC MS W     -  8122                                     099 39 00.8
 BW2144:UTM  15      -  8122                                     098 14 28.3
 BW2144
 BW2144|---------------------------------------------------------------------|
 BW2144| PID    Reference Object                     Distance      Geod. Az  |
 BW2144|                                                           dddmmss.s |
 BW2144| BW2137 8122                                469.836 METERS 0994129.4 |
 BW2144| BW2145 TT 45 EV                             11.359 METERS 16905     |
 BW2144|---------------------------------------------------------------------|
 BW2144
 BW2144                          SUPERSEDED SURVEY CONTROL
 BW2144
 BW2144  NAD 83(1986)-  31 52 33.40846(N)    090 15 18.61411(W) AD(       ) 2
 BW2144  NGVD 29 (12/08/88)   95.12   (m)          312.1    (f) LEVELING    3  
 BW2144
 BW2144.Superseded values are not recommended for survey control.
 BW2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2144.See file dsdata.txt to determine how the superseded data were derived.
 BW2144
 BW2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5965629971(NAD 83)
 BW2144_MARKER: Z = SEE DESCRIPTION
 BW2144_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BW2144_SP_SET: OBJECT DRIVEN INTO GROUND
 BW2144_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2144
 BW2144  HISTORY     - Date     Condition        Report By
 BW2144  HISTORY     - 1981     MONUMENTED       MSSU
 BW2144
 BW2144                          STATION DESCRIPTION
 BW2144
 BW2144'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BW2144'STATION IS A MSU PLASTIC CAP ON A 1/2X24 INCH STEEL RE-BAR DRIVEN
 BW2144'FLUSH WITH GROUND, 2.2 MILES EAST OF COPIAH CREEK BRIDGE, 67.8 M EAST
 BW2144'OF T-RD-S, 5.30 M SOUTH OF C/L AND 1.68 M SOUTH OF EDGE OF MS HWY 28
 BW2144'PAVEMENT, 12.29 M NNW OF T-POWER POLE, 6.0 M WNW OF GUY ANCHOR, 11.359
 BW2144'M NNW OF AND 0.826 FT HIGHER THAN USGS MONUMENT TT 45 EV 1959 311.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0474 ***********************************************************************
 DK0474  DESIGNATION -  82 10
 DK0474  PID         -  DK0474
 DK0474  STATE/COUNTY-  MS/WASHINGTON
 DK0474  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0474
 DK0474                         *CURRENT SURVEY CONTROL
 DK0474  ___________________________________________________________________
 DK0474* NAD 83(1993)-  33 24 24.84993(N)    090 50 20.39850(W)     ADJUSTED  
 DK0474* NAVD 88     -        40.986  (meters)     134.47   (feet)  ADJUSTED  
 DK0474  ___________________________________________________________________
 DK0474  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DK0474  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0474  DYNAMIC HT  -          40.943 (meters)     134.33  (feet)  COMP
 DK0474  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DK0474
 DK0474  HORZ ORDER  -  SECOND
 DK0474  VERT ORDER  -  SECOND    CLASS 0
 DK0474
 DK0474.The horizontal coordinates were established by classical geodetic methods
 DK0474.and adjusted by the National Geodetic Survey in May 1994.
 DK0474
 DK0474.The orthometric height was determined by differential leveling
 DK0474.and adjusted in June 1991.
 DK0474
 DK0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0474
 DK0474.The geoid height was determined by GEOID03.
 DK0474
 DK0474.The dynamic height is computed by dividing the NAVD 88
 DK0474.geopotential number by the normal gravity value computed on the
 DK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0474.degrees latitude (g = 980.6199 gals.).
 DK0474
 DK0474.The modeled gravity was interpolated from observed gravity values.
 DK0474
 DK0474;                    North         East     Units Scale Factor Converg.
 DK0474;SPC MS W     -   433,280.193   652,964.079   MT  0.99997727   -0 16 42.3
 DK0474;SPC MS W     - 1,421,520.10  2,142,266.32   sFT  0.99997727   -0 16 42.3
 DK0474;UTM  15      - 3,698,484.856   700,958.843   MT  1.00009792   +1 11 24.7
 DK0474
 DK0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0474!SPC MS W     -   0.99999775  x   0.99997727  =   0.99997502
 DK0474!UTM  15      -   0.99999775  x   1.00009792  =   1.00009567
 DK0474
 DK0474:                Primary Azimuth Mark                     Grid Az
 DK0474:SPC MS W     -  82 10 RM 3                               023 40 01.3
 DK0474:UTM  15      -  82 10 RM 3                               022 11 54.3
 DK0474
 DK0474|---------------------------------------------------------------------|
 DK0474| PID    Reference Object                     Distance      Geod. Az  |
 DK0474|                                                           dddmmss.s |
 DK0474| DK0473 82 10 RM 3                                         0232319.0 |
 DK0474| DK0472 82 10 AZ MK                                        0241137.6 |
 DK0474| DK0475 82 10 RM 1                           18.173 METERS 09705     |
 DK0474| DK0476 82 10 RM 2                           15.495 METERS 18159     |
 DK0474| DK1894 LELAND OIL WORKS WATER TANK         APPROX. 6.0 KM 2653731.9 |
 DK0474|---------------------------------------------------------------------|
 DK0474
 DK0474                          SUPERSEDED SURVEY CONTROL
 DK0474
 DK0474  NAD 83(1986)-  33 24 24.86147(N)    090 50 20.39363(W) AD(       ) 2
 DK0474  NAD 27      -  33 24 24.43360(N)    090 50 20.03910(W) AD(       ) 2
 DK0474  NGVD 29 (??/??/??)   41.052  (m)          134.68   (f) ADJUSTED    2 0
 DK0474
 DK0474.Superseded values are not recommended for survey control.
 DK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0474.See file dsdata.txt to determine how the superseded data were derived.
 DK0474
 DK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0095998485(NAD 83)
 DK0474_MARKER: DD = SURVEY DISK
 DK0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0474_STAMPING: STA 82-10 (1966)
 DK0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0474+STABILITY: SURFACE MOTION
 DK0474
 DK0474  HISTORY     - Date     Condition        Report By
 DK0474  HISTORY     - 1966     MONUMENTED       MSHD
 DK0474  HISTORY     - 1967     GOOD             MSHD
 DK0474  HISTORY     - 1972     GOOD             MSHD
 DK0474  HISTORY     - 1972     GOOD             NGS
 DK0474
 DK0474                          STATION DESCRIPTION
 DK0474
 DK0474'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 (TDF)
 DK0474'THE STATION IS LOCATED APPROXIMATELY 12.5 MILES EAST OF GREENVILLE,
 DK0474'12.5 MILES SOUTHWEST OF INDIANOLA, 9.8 MILES NORTHEAST OF
 DK0474'ARCOLA, AND 2.5 MILES NORTHEAST OF LELAND IN THE SOUTHEAST 1/4
 DK0474'OF SECTION 17, T 18 N, R 6 W ON LAND OWNED BY MR. BAKER.
 DK0474'
 DK0474'TO REACH FROM THE U.S. POST OFFICE IN LELAND GO SOUTHWEST ON
 DK0474'U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK0474'82, TURN LEFT (NORTHEAST) ON U.S. HIGHWAY 82 FOR 1.3 MILES TO A
 DK0474'CROSSROADS, CONTINUE NORTHEAST ON HIGHWAY 82 FOR 2.5 MILES
 DK0474'TO ANOTHER CROSS ROADS, CONTINUE NORTHEAST ON HIGHWAY 82 FOR
 DK0474'0.3 MILE TO A FIELD ROAD AND THE AZIMUTH ON THE RIGHT, TURN
 DK0474'RIGHT (SOUTH) ON THE FIELD ROAD FOR 0.45 MILE TO A PASTURE
 DK0474'ROAD ON THE RIGHT, TURN RIGHT (WEST) ON THE PASTURE ROAD
 DK0474'THROUGH A GATE FOR 0.1 MILE TO A MOUND OF DIRT APPROXIMATELY
 DK0474'10 FEET HIGH, AND THE STATION ON THE LEFT.
 DK0474'
 DK0474'THE STATION DISK IS STAMPED STA 82-10 1966, 60 FEET EAST OF THE
 DK0474'WEST EDGE OF THE MOUND, 33.6 FEET SOUTHEAST OF AN 18 INCH OAK,
 DK0474'31.8 FEET SOUTHWEST OF AN 18 INCH OAK, AND PROJECTS 5 INCHES.
 DK0474'
 DK0474'R.M. 1 IS 56.6 FEET SOUTHWEST OF AN 18 INCH PEN OAK, 23 FEET NORTH
 DK0474'OF A 10 INCH IRONWOOD, 12 FEET WEST OF THE EAST EDGE OF THE MOUND,
 DK0474'1.5 FEET SOUTH OF A METAL WITNESS POST.  IT PROJECTS 4 INCHES,
 DK0474'AND IS STAMPED 82-10 R.M. 1 1966.
 DK0474'
 DK0474'R.M. 2 IS 59.8 FEET WEST OF A 10 INCH IRONWOOD, 47.6 FEET EAST OF
 DK0474'A 10 INCH SASSAFRAS, 16 FEET NORTH OF THE SOUTH EDGE OF THE
 DK0474'MOUND, 1.2 FEET WEST OF A METAL WITNESS POST.  IT PROJECTS 4
 DK0474'INCHES, AND IS STAMPED 82-10 R.M. 2 1966.
 DK0474'
 DK0474'THE AZIMUTH MARK IS 46.3 FEET SOUTH OF THE CENTER OF HIGHWAY 82,
 DK0474'20.9 FEET WEST OF THE CENTER OF A FIELD ROAD, 5.4 FEET SOUTHEAST
 DK0474'OF A TELEPHONE POLE, 3.3 FEET NORTH OF A FENCE, 1.5 FEET EAST
 DK0474'OF A METAL WITNESS POST.  IT PROJECTS 5 INCHES, AND IS STAMPED
 DK0474'82-10 AZ 1966.
 DK0474'
 DK0474'HEIGHT OF LIGHT ABOVE STATION 50.45 FT.
 DK0474
 DK0474                          STATION RECOVERY (1967)
 DK0474
 DK0474'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0474'3.5 MI NE FROM LELAND.
 DK0474'LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF LELAND ON A MOUND OF DIRT
 DK0474'IN A PASTURE OWNED BY MR. BAKER AND IN THE SOUTHEAST 1/4 OF SECTION
 DK0474'17, T 18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0474'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF
 DK0474'HIGHWAY 82, TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0474'1.3 MILES TO A CROSSROADS, CONTINUE (NORTHEAST) ON U.S. HIGHWAY 82 FOR
 DK0474'2.5 MILES TO ANOTHER CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82
 DK0474'FOR 0.3 MILE TO A FIELD ROAD ON THE RIGHT, TURN RIGHT (SOUTH) AND
 DK0474'CONTINUE ON THE FIELD ROAD FOR 0.45 MILE TO A PASTURE ROAD RIGHT, TURN
 DK0474'RIGHT (WEST) AND CONTINUE ON THE PASTURE ROAD THROUGH A GATE FOR 0.1
 DK0474'MILE TO THE MOUND, AND THE MARK ON THE LEFT. THE MARK IS A DISK SET IN
 DK0474'THE TOP OF A 12 INCH ROUND CONCRETE POST, 60 FEET EAST OF THE WEST
 DK0474'EDGE OF THE MOUND, 33.6 FEET SOUTHEAST OF AN 18 INCH OAK, 31.8 FEET
 DK0474'SOUTHWEST OF AN 18 INCH OAK, 10 FEET ABOVE THE LEVEL OF THE PASTURE,
 DK0474'AND PROJECTS 5 INCHES.
 DK0474
 DK0474                          STATION RECOVERY (1972)
 DK0474
 DK0474'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (LFS)
 DK0474'THE STATION WAS VISITED 12-1-72 AND ALL MARKS WERE FOUND IN GOOD
 DK0474'CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE
 DK0474'DUE TO ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED
 DK0474'AND THE DISK FOR THE OLD MARK WAS RECLAIMED.  ALL MARKS FOR THIS
 DK0474'STATION ARE PRECISE BENCH MARKS.  THE DISTANCES TO THE REFERENCE
 DK0474'MARKS CHECKED SATISFACTORLY, THE ABOVE MEASURED DISTANCES ARE
 DK0474'HORIZONTAL DISTANCES.  A NEW DESCRIPTION FOLLOWS--
 DK0474'
 DK0474'THE STATION IS LOCATED ABOUT 12.5 MILES EAST OF GREENVILLE, ABOUT
 DK0474'2.5 MILES EAST-NORTHEAST OF LELAND, ON THE SE 1/4 OF SEC. 17,
 DK0474'T 18 N, R 6 W. ON THE TOP OF A LARGE MOUND IN A PASTURE OWNED BY
 DK0474'MR.  D.O. BAKER AND ABOUT 100 YARDS EAST OF A BAYOU.  IT IS 59 FEET
 DK0474'EAST OF THE WEST EDGE OF THE MOUND, 61 FEET NORTH OF THE SOUTH
 DK0474'EDGE OF THE MOUND, 86 FEET SOUTH OF THE NORTH EDGE OF THE
 DK0474'MOUND, 94 FEET SOUTHWEST OF A 2-FOOT OAK TREE 62 FEET SOUTH OF
 DK0474'AN 18-INCH OAK TREE, 32 FEET SOUTH OF AN 18-INCH OAK TREE 34 FEET
 DK0474'SOUTHEAST OF AN 18-INCH OAK TREE, AND 1 FOOT SOUTH OF A METAL
 DK0474'WITNESS POST.  IT IS A MISSISSIPPI STATE HIGHWAY TRAVERSE DISK
 DK0474'STAMPED STA 82-10 1966, SET IN THE TOP OF A CONCRETE POST
 DK0474'PROJECTING 4 INCHES.
 DK0474'
 DK0474'REFERENCE MARK NO. 1 IS 59.62 FEET EAST OF THE STATION, 9 FEET
 DK0474'WEST OF THE EAST EDGE OF THE BANKOF THE MOUND, 8 FEET NORTH OF
 DK0474'THE SOUTH EDGE OF THE MOUND, 57 FEET SOUTH-SOUTHWEST OF THE 2-FOOT
 DK0474'OAK TREE, 23 FEET NORTH OF AN ELM TREE, AND 1 FOOT NORTH OF A
 DK0474'METAL WITNESS POST.  IT IS A MISSISSIPPI STATE HIGHWAY DEPT. DISK
 DK0474'STAMPED 82-10 R.M. 1 1966, PROJECTING 2 INCHES.
 DK0474'
 DK0474'REFERENCE MARK NO. 2 IS 50.82 FEET SOUTH OF THE STATION, 15 FEET
 DK0474'EAST OF THE WEST EDGE OF THE MOUND, 14 FEET NORTH OF THE SOUTH
 DK0474'EDGE OF THE MOUND, 2 FEET WEST OF A METAL WITNESS POST.  IT IS
 DK0474'A MISSISSIPPI STATE HIGHWAY DISK, STAMPED 82-10 R.M. 2 1966
 DK0474'PROJECTING 2 INCHES.
 DK0474'
 DK0474'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.5 MILE NORTH OF THE
 DK0474'STATION 49 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 DK0474'HIGHWAY 82, 50 FEET WEST OF THE CENTER OF A FIELD ROAD, 99.5 FEET
 DK0474'EAST OF A POWER POLE, 1 FOOT NORTH OF A FENCE LINE, IN LINE WITH
 DK0474'A ROW OF POWER POLES AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 DK0474'IS A REFERENCE MARK DISK STAMPED 82-10 1966 NO 3 1972,
 DK0474'PROJECTING 4 INCHES.
 DK0474'
 DK0474'TO REACH THE STATION FROM THE POST OFFICE IN LELAND, GO SOUTHWEST
 DK0474'ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION WITH U.S.
 DK0474'HIGHWAY 82, TURN LEFT AND GO 1.3 MILE TO A CROSSROAD, CONTINUE ON
 DK0474'ON U.S. HIGHWAY 82 FOR 2.5 MILES TO A CROSSROAD, CONTINUE FOR 0.3
 DK0474'MILE TO A FIELD ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT,
 DK0474'TURN RIGHT AND GO SOUTH ON FIELD ROAD FOR 0.45 MILE TO A CORRAL
 DK0474'ON THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH TO THE STATION
 DK0474'ON THE HIGHEST AND MOST SOUTHERLY OF THREE MOUNDS.
 DK0474'
 DK0474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES EAST
 DK0474'NORTHEAST OF LELAND.
 DK0474
 DK0474                          STATION RECOVERY (1972)
 DK0474
 DK0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0475 ***********************************************************************
 DK0475  DESIGNATION -  82 10 RM 1
 DK0475  PID         -  DK0475
 DK0475  STATE/COUNTY-  MS/WASHINGTON
 DK0475  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0475
 DK0475                         *CURRENT SURVEY CONTROL
 DK0475  ___________________________________________________________________
 DK0475* NAD 83(1986)-  33 24 24.     (N)    090 50 20.     (W)     SCALED    
 DK0475* NAVD 88     -        41.040  (meters)     134.65   (feet)  ADJUSTED  
 DK0475  ___________________________________________________________________
 DK0475  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0475  DYNAMIC HT  -          40.996 (meters)     134.50  (feet)  COMP
 DK0475  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DK0475
 DK0475  VERT ORDER  -  SECOND    CLASS 0
 DK0475
 DK0475.The horizontal coordinates were scaled from a topographic map and have
 DK0475.an estimated accuracy of +/- 6 seconds.
 DK0475
 DK0475.The orthometric height was determined by differential leveling
 DK0475.and adjusted in June 1991.
 DK0475
 DK0475.The geoid height was determined by GEOID03.
 DK0475
 DK0475.The dynamic height is computed by dividing the NAVD 88
 DK0475.geopotential number by the normal gravity value computed on the
 DK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0475.degrees latitude (g = 980.6199 gals.).
 DK0475
 DK0475.The modeled gravity was interpolated from observed gravity values.
 DK0475
 DK0475;                    North         East    Units  Estimated Accuracy
 DK0475;SPC MS W     -   433,250.      652,970.      MT  (+/- 180 meters Scaled)
 DK0475
 DK0475                          SUPERSEDED SURVEY CONTROL
 DK0475
 DK0475  NGVD 29 (??/??/??)   41.105  (m)          134.86   (f) ADJUSTED    2 0
 DK0475
 DK0475.Superseded values are not recommended for survey control.
 DK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0475.See file dsdata.txt to determine how the superseded data were derived.
 DK0475
 DK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS009984(NAD 83)
 DK0475_MARKER: DR = REFERENCE MARK DISK
 DK0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0475_STAMPING: 82-10 RM 1 1966
 DK0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0475+STABILITY: SURFACE MOTION
 DK0475
 DK0475  HISTORY     - Date     Condition        Report By
 DK0475  HISTORY     - 1966     MONUMENTED       MSHD
 DK0475  HISTORY     - 1967     GOOD             MSHD
 DK0475  HISTORY     - 1972     GOOD             NGS
 DK0475
 DK0475                          STATION DESCRIPTION
 DK0475
 DK0475'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0475'3.5 MI NE FROM LELAND.
 DK0475'LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF LELAND ON A MOUND OF DIRT
 DK0475'IN A PASTURE OWNED BY MR. BAKER AND IN THE SOUTHEAST 1/4 OF SECTION
 DK0475'17, T 18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0475'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S.
 DK0475'HIGHWAY 82, TURN LEFT (NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0475'1.3 MILES TO A CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82 FOR
 DK0475'2.5 MILES TO ANOTHER CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82
 DK0475'FOR 0.3 MILE TO A FIELD ROAD RIGHT, TURN RIGHT (SOUTH) AND CONTINUE ON
 DK0475'THE FIELD ROAD FOR 0.45 MILE TO A PASTURE ROAD RIGHT, TURN RIGHT
 DK0475'(WEST) AND CONTINUE ON THE PASTURE ROAD THROUGH A GATE FOR 0.1 MILE TO
 DK0475'THE MOUND, AND THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE TOP
 DK0475'OF A 12 INCH ROUND CONCRETE POST, 56.6 FEET SOUTHWEST OF AN 18 INCH
 DK0475'OAK, 23 FEET NORTH OF A 10 INCH IRONWOOD, 12 FEET WEST OF THE EAST
 DK0475'EDGE OF THE MOUND, 1.5 FEET SOUTH OF A METAL WITNESS POST, 10 FEET
 DK0475'ABOVE THE LEVEL OF THE PASTURE,, AND PROJECTS 4 INCHES.
 DK0475
 DK0475                          STATION RECOVERY (1972)
 DK0475
 DK0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0476 ***********************************************************************
 DK0476  DESIGNATION -  82 10 RM 2
 DK0476  PID         -  DK0476
 DK0476  STATE/COUNTY-  MS/WASHINGTON
 DK0476  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0476
 DK0476                         *CURRENT SURVEY CONTROL
 DK0476  ___________________________________________________________________
 DK0476* NAD 83(1986)-  33 24 24.     (N)    090 50 19.     (W)     SCALED    
 DK0476* NAVD 88     -        40.533  (meters)     132.98   (feet)  ADJUSTED  
 DK0476  ___________________________________________________________________
 DK0476  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0476  DYNAMIC HT  -          40.490 (meters)     132.84  (feet)  COMP
 DK0476  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DK0476
 DK0476  VERT ORDER  -  SECOND    CLASS 0
 DK0476
 DK0476.The horizontal coordinates were scaled from a topographic map and have
 DK0476.an estimated accuracy of +/- 6 seconds.
 DK0476
 DK0476.The orthometric height was determined by differential leveling
 DK0476.and adjusted in June 1991.
 DK0476
 DK0476.The geoid height was determined by GEOID03.
 DK0476
 DK0476.The dynamic height is computed by dividing the NAVD 88
 DK0476.geopotential number by the normal gravity value computed on the
 DK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0476.degrees latitude (g = 980.6199 gals.).
 DK0476
 DK0476.The modeled gravity was interpolated from observed gravity values.
 DK0476
 DK0476;                    North         East    Units  Estimated Accuracy
 DK0476;SPC MS W     -   433,250.      653,000.      MT  (+/- 180 meters Scaled)
 DK0476
 DK0476                          SUPERSEDED SURVEY CONTROL
 DK0476
 DK0476  NGVD 29 (??/??/??)   40.599  (m)          133.20   (f) ADJUSTED    2 0
 DK0476
 DK0476.Superseded values are not recommended for survey control.
 DK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0476.See file dsdata.txt to determine how the superseded data were derived.
 DK0476
 DK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS009984(NAD 83)
 DK0476_MARKER: DR = REFERENCE MARK DISK
 DK0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0476_STAMPING: 82-10 RM 2 (1966)
 DK0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0476+STABILITY: SURFACE MOTION
 DK0476
 DK0476  HISTORY     - Date     Condition        Report By
 DK0476  HISTORY     - 1966     MONUMENTED       MSHD
 DK0476  HISTORY     - 1967     GOOD             MSHD
 DK0476  HISTORY     - 1972     GOOD             NGS
 DK0476
 DK0476                          STATION DESCRIPTION
 DK0476
 DK0476'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0476'3.5 MI NE FROM LELAND.
 DK0476'LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF LELAND ON A MOUND OF DIRT
 DK0476'IN A PASTURE OWNED BY MR. BAKER AND IN THE SOUTHEAST 1/4 OF SECTION
 DK0476'17, T 18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0476'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S.
 DK0476'HIGHWAY 82, TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0476'1.3 MILES TO A CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82 FOR
 DK0476'2.5 MILES TO ANOTHER CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82
 DK0476'FOR 0.3 MILE TO A FIELD ROAD RIGHT, TURN RIGHT (SOUTH) AND CONTINUE ON
 DK0476'THE FIELD ROAD FOR 0.45 MILE TO A PASTURE ROAD ON THE RIGHT, TURN
 DK0476'RIGHT (WEST) AND CONTINUE THROUGH A GATE ON THE PASTURE ROAD FOR 0.1
 DK0476'MILE TO THE MOUND, AND THE MARK ON THE LEFT. THE MARK IS A DISK SET IN
 DK0476'THE TOP OF A 12 INCH ROUND CONCRETE POST, 59.8 FEET WEST OF A 10 INCH
 DK0476'IRONWOOD, 47.6 FEET EAST OF A 10 INCH SASSAFRAS, 16 FEET NORTH OF THE
 DK0476'SOUTH EDGE OF THE MOUND, 1.2 FEET WEST OF A METAL WITNESS POST, 10
 DK0476'FEET ABOVE THE LEVEL OF THE PASTURE, AND PROJECTS 4 INCHES.
 DK0476
 DK0476                          STATION RECOVERY (1972)
 DK0476
 DK0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0473 ***********************************************************************
 DK0473  DESIGNATION -  82 10 RM 3
 DK0473  PID         -  DK0473
 DK0473  STATE/COUNTY-  MS/WASHINGTON
 DK0473  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0473
 DK0473                         *CURRENT SURVEY CONTROL
 DK0473  ___________________________________________________________________
 DK0473* NAD 83(1986)-  33 24 48.     (N)    090 50 07.     (W)     SCALED    
 DK0473* NAVD 88     -        36.19   (meters)     118.7    (feet)  RESET     
 DK0473  ___________________________________________________________________
 DK0473  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0473  VERT ORDER  -  THIRD
 DK0473
 DK0473.The horizontal coordinates were scaled from a topographic map and have
 DK0473.an estimated accuracy of +/- 6 seconds.
 DK0473
 DK0473.The orthometric height was computed from unverified reset data.
 DK0473
 DK0473.The geoid height was determined by GEOID03.
 DK0473
 DK0473;                    North         East    Units  Estimated Accuracy
 DK0473;SPC MS W     -   433,990.      653,310.      MT  (+/- 180 meters Scaled)
 DK0473
 DK0473                          SUPERSEDED SURVEY CONTROL
 DK0473
 DK0473  NGVD 29 (??/??/??)   36.25   (m)          118.9    (f) RESET       3  
 DK0473
 DK0473.Superseded values are not recommended for survey control.
 DK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0473.See file dsdata.txt to determine how the superseded data were derived.
 DK0473
 DK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS012992(NAD 83)
 DK0473_MARKER: DR = REFERENCE MARK DISK
 DK0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0473_STAMPING: 82-10 1966 NO 3 1972
 DK0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0473+STABILITY: SURFACE MOTION
 DK0473
 DK0473  HISTORY     - Date     Condition        Report By
 DK0473  HISTORY     - 1972     MONUMENTED       NGS
 DK0473  HISTORY     - 1973     GOOD             NGS
 DK0473
 DK0473                          STATION DESCRIPTION
 DK0473
 DK0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0473'3.2 MI NE FROM LELAND.
 DK0473'LOCATED 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM THE
 DK0473'INTERSECTION OF U.S. HIGHWAY 61 IN LELAND, IN THE NE 1/4 OF SEC. 17,
 DK0473'T18N, R6W, AT A FIELD ROAD LEFT.  IT IS 49 FEET NORTH OF THE CENTER OF
 DK0473'THE NORTH LANE OF U.S. HIGHWAY 82, 50 FEET WEST OF THE CENTER OF A
 DK0473'FIELD ROAD, 99.5 FEET EAST OF A POWER POLE AND IN LINE WITH A ROW OF
 DK0473'POLES, 1 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE
 DK0473'LINE.  IT IS A NGS REFERENCE MARK CRIMPED ON A 3.5 FOOT SECTION OF
 DK0473'COPPER WELD ROD FASTENED TO A 10 INCH STEEL PLAT AND ENCASED IN A
 DK0473'4-INCH IRON PIPE PROJECTING 4 INCHES.
 DK0473
 DK0473                          STATION RECOVERY (1973)
 DK0473
 DK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1694 ***********************************************************************
 DK1694  DESIGNATION -  82 14 MSHD RM 2
 DK1694  PID         -  DK1694
 DK1694  STATE/COUNTY-  MS/SUNFLOWER
 DK1694  USGS QUAD   -  INDIANOLA (1965)
 DK1694
 DK1694                         *CURRENT SURVEY CONTROL
 DK1694  ___________________________________________________________________
 DK1694* NAD 83(1986)-  33 27 27.     (N)    090 38 05.     (W)     SCALED    
 DK1694* NAVD 88     -        36.011  (meters)     118.15   (feet)  ADJUSTED  
 DK1694  ___________________________________________________________________
 DK1694  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1694  DYNAMIC HT  -          35.973 (meters)     118.02  (feet)  COMP
 DK1694  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 DK1694
 DK1694  VERT ORDER  -  SECOND    CLASS II
 DK1694
 DK1694.The horizontal coordinates were scaled from a topographic map and have
 DK1694.an estimated accuracy of +/- 6 seconds.
 DK1694
 DK1694.The orthometric height was determined by differential leveling
 DK1694.and adjusted in June 1991.
 DK1694
 DK1694.The geoid height was determined by GEOID03.
 DK1694
 DK1694.The dynamic height is computed by dividing the NAVD 88
 DK1694.geopotential number by the normal gravity value computed on the
 DK1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1694.degrees latitude (g = 980.6199 gals.).
 DK1694
 DK1694.The modeled gravity was interpolated from observed gravity values.
 DK1694
 DK1694;                    North         East    Units  Estimated Accuracy
 DK1694;SPC MS W     -   438,820.      671,980.      MT  (+/- 180 meters Scaled)
 DK1694
 DK1694                          SUPERSEDED SURVEY CONTROL
 DK1694
 DK1694  NGVD 29 (??/??/??)   36.086  (m)          118.39   (f) ADJUSTED    2 2
 DK1694
 DK1694.Superseded values are not recommended for survey control.
 DK1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1694.See file dsdata.txt to determine how the superseded data were derived.
 DK1694
 DK1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT198045(NAD 83)
 DK1694_MARKER: DR = REFERENCE MARK DISK
 DK1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1694_STAMPING: 82-14 RM-2 1970
 DK1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1694+STABILITY: SURFACE MOTION
 DK1694
 DK1694  HISTORY     - Date     Condition        Report By
 DK1694  HISTORY     - 1970     MONUMENTED       MSHD
 DK1694  HISTORY     - 1976     GOOD             MSHD
 DK1694  HISTORY     - 1976     GOOD             MSHD
 DK1694
 DK1694                          STATION DESCRIPTION
 DK1694
 DK1694'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1694'0.7 MI NE FROM INDIANOLA.
 DK1694'THE MARK IS LOCATED 0.7 MILE NORTHEAST OF INDIANOLA ON THE SOUTH RIGHT
 DK1694'OF WAY OF U.S. HIGHWAY 82, 0.1 MILE WEST OF THE INTERSECTION OF U.S.
 DK1694'HIGHWAY 82 AND U.S. HIGHWAY 49W IN THE NORTHEAST 1/4 OF THE NORTHWEST
 DK1694'1/4 OF SECTION 32, T 18N, R 4W.  IT IS 77.69 FEET SOUTH OF THE
 DK1694'STATION, 60 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S.
 DK1694'HIGHWAY 82, 3 FEET NORTH OF UTILITY POLE NO. 21, 2 FEET NORTH OF A
 DK1694'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS
 DK1694'FLUSH WITH THE GROUND.
 DK1694
 DK1694                          STATION RECOVERY (1976)
 DK1694
 DK1694'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1694'THE MARK IS LOCATED 0.7 MILE NORTHEAST OF INDIANOLA ON THE SOUTH RIGHT
 DK1694'OF WAY OF U.S. HIGHWAY 82, 0.1 MILE WEST OF THE INTERSECTION OF U.S.
 DK1694'HIGHWAY 82 AND U.S. HIGHWAY 49W IN THE NORTHEAST 1/4 OF THE NORTHWEST
 DK1694'1/4 OF SECTION 32, T 18N, R 4W.  IT IS 77.69 FEET SOUTH OF THE
 DK1694'STATION, 60 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S.
 DK1694'HIGHWAY 82, 3 FEET NORTH OF UTILITY POLE NO. 21, 2 FEET NORTH OF A
 DK1694'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS
 DK1694'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8581 ***********************************************************************
 DJ8581  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8581  DESIGNATION -  82 14 MSHD RM 2X
 DJ8581  PID         -  DJ8581
 DJ8581  STATE/COUNTY-  MS/SUNFLOWER
 DJ8581  USGS QUAD   -  INDIANOLA (1965)
 DJ8581
 DJ8581                         *CURRENT SURVEY CONTROL
 DJ8581  ___________________________________________________________________
 DJ8581* NAD 83(2007)-  33 27 27.28474(N)    090 38 03.60826(W)     ADJUSTED  
 DJ8581* NAVD 88     -        36.47   (meters)     119.7    (feet)  GPS OBS   
 DJ8581  ___________________________________________________________________
 DJ8581  EPOCH DATE  -        2002.00
 DJ8581  X           -     -58,971.702 (meters)                     COMP
 DJ8581  Y           -  -5,326,346.884 (meters)                     COMP
 DJ8581  Z           -   3,496,415.372 (meters)                     COMP
 DJ8581  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DJ8581  ELLIP HEIGHT-           9.982 (meters)          (02/15/08) ADJUSTED
 DJ8581  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DJ8581  HORZ ORDER  -  FIRST
 DJ8581  ELLP ORDER  -  FOURTH    CLASS II
 DJ8581
 DJ8581.The horizontal coordinates were established by GPS observations
 DJ8581.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8581
 DJ8581.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8581.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8581.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8581.The epoch date for horizontal control is a decimal equivalence
 DJ8581.of Year/Month/Day.
 DJ8581
 DJ8581.The orthometric height was determined by GPS observations and a
 DJ8581.high-resolution geoid model.
 DJ8581.The orthometric height was determined by GPS observations and a
 DJ8581.high-resolution geoid model using precise GPS observation and
 DJ8581.processing techniques.
 DJ8581
 DJ8581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8581
 DJ8581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8581
 DJ8581.The ellipsoidal height was determined by GPS observations
 DJ8581.and is referenced to NAD 83.
 DJ8581
 DJ8581.The geoid height was determined by GEOID03.
 DJ8581
 DJ8581;                    North         East     Units Scale Factor Converg.
 DJ8581;SPC MS W     -   438,826.778   672,017.814   MT  0.99995965   -0 09 57.4
 DJ8581;SPC MS W     - 1,439,717.52  2,204,778.44   sFT  0.99995965   -0 09 57.4
 DJ8581;UTM  15      - 3,704,519.377   719,867.429   MT  1.00019603   +1 18 17.1
 DJ8581
 DJ8581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8581!SPC MS W     -   0.99999843  x   0.99995965  =   0.99995808
 DJ8581!UTM  15      -   0.99999843  x   1.00019603  =   1.00019446
 DJ8581
 DJ8581                          SUPERSEDED SURVEY CONTROL
 DJ8581
 DJ8581.No superseded survey control is available for this station.
 DJ8581
 DJ8581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1986704519(NAD 83)
 DJ8581_MARKER: I = METAL ROD
 DJ8581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8581+WITH SETTING: INFORMATION.
 DJ8581_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8581_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8581+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DJ8581_ROD/PIPE-DEPTH:  0.6 meters
 DJ8581
 DJ8581  HISTORY     - Date     Condition        Report By
 DJ8581  HISTORY     - 20061219 MONUMENTED       EMCINC
 DJ8581
 DJ8581                          STATION DESCRIPTION
 DJ8581
 DJ8581'DESCRIBED BY EMC INCORPORATED 2006
 DJ8581'THE MARK IS LOCATED 0.7 MILE NORTHEAST OF INDIANOLA IN THE ISLAND
 DJ8581'SOUTH OF U.S. HIGHWAY 82 AND WEST OF U.S. HIGHWAY 49W IN FRONT OF THE
 DJ8581'ECONOMY INN. SET 1/2 IN IRON ROD, 18 IN LONG, 4 IN BELOW GROUND
 DJ8581'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0219 ***********************************************************************
 DJ0219  DESIGNATION -  82 V 1
 DJ0219  PID         -  DJ0219
 DJ0219  STATE/COUNTY-  MS/LOWNDES
 DJ0219  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0219
 DJ0219                         *CURRENT SURVEY CONTROL
 DJ0219  ___________________________________________________________________
 DJ0219* NAD 83(1986)-  33 31 19.     (N)    088 25 15.     (W)     SCALED    
 DJ0219* NAVD 88     -        56.103  (meters)     184.06   (feet)  ADJUSTED  
 DJ0219  ___________________________________________________________________
 DJ0219  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0219  DYNAMIC HT  -          56.043 (meters)     183.87  (feet)  COMP
 DJ0219  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DJ0219
 DJ0219  VERT ORDER  -  SECOND    CLASS 0
 DJ0219
 DJ0219.The horizontal coordinates were scaled from a topographic map and have
 DJ0219.an estimated accuracy of +/- 6 seconds.
 DJ0219
 DJ0219.The orthometric height was determined by differential leveling
 DJ0219.and adjusted in June 1991.
 DJ0219
 DJ0219.The geoid height was determined by GEOID03.
 DJ0219
 DJ0219.The dynamic height is computed by dividing the NAVD 88
 DJ0219.geopotential number by the normal gravity value computed on the
 DJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0219.degrees latitude (g = 980.6199 gals.).
 DJ0219
 DJ0219.The modeled gravity was interpolated from observed gravity values.
 DJ0219
 DJ0219;                    North         East    Units  Estimated Accuracy
 DJ0219;SPC MS E     -   446,000.      338,320.      MT  (+/- 180 meters Scaled)
 DJ0219
 DJ0219                          SUPERSEDED SURVEY CONTROL
 DJ0219
 DJ0219  NGVD 29 (??/??/92)   56.08   (m)          184.0    (f) COMPUTED    2 0
 DJ0219
 DJ0219.Superseded values are not recommended for survey control.
 DJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0219.See file dsdata.txt to determine how the superseded data were derived.
 DJ0219
 DJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC680100(NAD 83)
 DJ0219_MARKER: DD = SURVEY DISK
 DJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0219_STAMPING: BM 82V-1 1964
 DJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0219+STABILITY: SURFACE MOTION
 DJ0219
 DJ0219  HISTORY     - Date     Condition        Report By
 DJ0219  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0219
 DJ0219                          STATION DESCRIPTION
 DJ0219
 DJ0219'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0219'IN COLUMBUS.
 DJ0219'TO REACH FROM THE POST OFFICE IN COLUMBUS GO WEST ONE BLOCK TO THE
 DJ0219'INTERSECTION OF HIGHWAYS 82 AND 45, TURN RIGHT, NORTH, ON HIGHWAY 45
 DJ0219'AND CONTINUE NORTH 1.6 MILES TO THE INTERSECTION OF 18TH STREET, TURN
 DJ0219'RIGHT, EAST, ON 18TH STREET AND GO 0.65 MILE TO 7TH STREET, TURN LEFT,
 DJ0219'NORTH ON 7TH STREET AND GO 0.55 MILE TO THE MARK ON THE LEFT. THE MARK
 DJ0219'IS A DISK SET IN THE TOP OF A SQUARE 12 INCH ROUND CONCRETE POST. IT
 DJ0219'IS 2.2 FEET WEST OF A POWERLINE POLE, 30.6 FEET WEST OF THE CENTERLINE
 DJ0219'OF 7TH STREET, 46.2 FEET NORTH OF A 36 INCH OAK, 1 FOOT BELOW THE
 DJ0219'LEVEL OF 7TH STREET AND FLUSH WITH THE GROUND.  A METAL WITNESS POST
 DJ0219'WAS SET 1.7 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0228 ***********************************************************************
 DJ0228  DESIGNATION -  82 V 10
 DJ0228  PID         -  DJ0228
 DJ0228  STATE/COUNTY-  MS/LOWNDES
 DJ0228  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0228
 DJ0228                         *CURRENT SURVEY CONTROL
 DJ0228  ___________________________________________________________________
 DJ0228* NAD 83(1986)-  33 29 07.     (N)    088 22 30.     (W)     SCALED    
 DJ0228* NAVD 88     -        53.991  (meters)     177.14   (feet)  ADJUSTED  
 DJ0228  ___________________________________________________________________
 DJ0228  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0228  DYNAMIC HT  -          53.933 (meters)     176.95  (feet)  COMP
 DJ0228  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DJ0228
 DJ0228  VERT ORDER  -  SECOND    CLASS 0
 DJ0228
 DJ0228.The horizontal coordinates were scaled from a topographic map and have
 DJ0228.an estimated accuracy of +/- 6 seconds.
 DJ0228
 DJ0228.The orthometric height was determined by differential leveling
 DJ0228.and adjusted in June 1991.
 DJ0228
 DJ0228.The geoid height was determined by GEOID03.
 DJ0228
 DJ0228.The dynamic height is computed by dividing the NAVD 88
 DJ0228.geopotential number by the normal gravity value computed on the
 DJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0228.degrees latitude (g = 980.6199 gals.).
 DJ0228
 DJ0228.The modeled gravity was interpolated from observed gravity values.
 DJ0228
 DJ0228;                    North         East    Units  Estimated Accuracy
 DJ0228;SPC MS E     -   441,950.      342,600.      MT  (+/- 180 meters Scaled)
 DJ0228
 DJ0228                          SUPERSEDED SURVEY CONTROL
 DJ0228
 DJ0228  NGVD 29 (??/??/92)   53.96   (m)          177.0    (f) COMPUTED    2 0
 DJ0228
 DJ0228.Superseded values are not recommended for survey control.
 DJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0228.See file dsdata.txt to determine how the superseded data were derived.
 DJ0228
 DJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC722059(NAD 83)
 DJ0228_MARKER: DD = SURVEY DISK
 DJ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0228_STAMPING: BM 82V-10 1964
 DJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0228+STABILITY: SURFACE MOTION
 DJ0228
 DJ0228  HISTORY     - Date     Condition        Report By
 DJ0228  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0228
 DJ0228                          STATION DESCRIPTION
 DJ0228
 DJ0228'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0228'4.0 MI SE FROM COLUMBUS.
 DJ0228'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON U.S. HIGHWAY 82
 DJ0228'FOR 2.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY 69, TURN RIGHT,
 DJ0228'SOUTH, AND FOLLOW HIGHWAY 69 FOR 0.55 MILE TO A SIDE ROAD LEFT, TURN
 DJ0228'LEFT, EAST, AND FOLLOW A PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD
 DJ0228'RIGHT, TURN RIGHT, SOUTH, ON DIRT ROAD, PASS THROUGH A LUMBER YARD AND
 DJ0228'GO 0.15 MILE TO THE GULF, MOBILE AND OHIO RAILROAD, TURN LEFT, EAST
 DJ0228'AND FOLLOW THE TRACK FOR 0.8 MILE TO THE MARK ON THE LEFT.  THE MARK
 DJ0228'IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 22.1
 DJ0228'FEET NORTHEAST OF A POWERLINE POLE, 9.8 FEET EAST OF A 14-INCH GUM
 DJ0228'TREE, 6.7 FEET WEST OF A 10-INCH OAK AND ABOUT LEVEL WITH THE TRACKS.
 DJ0228'A METAL WITNESS POST WAS SET 1.8 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1280 ***********************************************************************
 DK1280  CBN         -  This is a Cooperative Base Network Control Station.
 DK1280  DESIGNATION -  82 V 10 W
 DK1280  PID         -  DK1280
 DK1280  STATE/COUNTY-  MS/WASHINGTON
 DK1280  USGS QUAD   -  WAYSIDE (1970)
 DK1280
 DK1280                         *CURRENT SURVEY CONTROL
 DK1280  ___________________________________________________________________
 DK1280* NAD 83(2007)-  33 19 51.80401(N)    091 06 31.00671(W)     ADJUSTED  
 DK1280* NAVD 88     -        37.860  (meters)     124.21   (feet)  ADJUSTED  
 DK1280  ___________________________________________________________________
 DK1280  EPOCH DATE  -        2002.00
 DK1280  X           -    -103,208.545 (meters)                     COMP
 DK1280  Y           -  -5,333,399.673 (meters)                     COMP
 DK1280  Z           -   3,484,700.153 (meters)                     COMP
 DK1280  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DK1280  ELLIP HEIGHT-          11.454 (meters)          (02/10/07) ADJUSTED
 DK1280  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK1280  DYNAMIC HT  -          37.820 (meters)     124.08  (feet)  COMP
 DK1280
 DK1280  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK1280  Type    PID    Designation                      North   East  Ellip
 DK1280  -------------------------------------------------------------------
 DK1280  NETWORK DK1280 82 V 10 W                         0.59   0.51   1.14
 DK1280  -------------------------------------------------------------------
 DK1280  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DK1280
 DK1280  VERT ORDER  -  SECOND    CLASS 0
 DK1280
 DK1280.The horizontal coordinates were established by GPS observations
 DK1280.and adjusted by the National Geodetic Survey in February 2007.
 DK1280
 DK1280.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1280.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1280.The horizontal coordinates are valid at the epoch date displayed above.
 DK1280.The epoch date for horizontal control is a decimal equivalence
 DK1280.of Year/Month/Day.
 DK1280
 DK1280.The orthometric height was determined by differential leveling
 DK1280.and adjusted in June 1991.
 DK1280
 DK1280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1280
 DK1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1280
 DK1280.The ellipsoidal height was determined by GPS observations
 DK1280.and is referenced to NAD 83.
 DK1280
 DK1280.The geoid height was determined by GEOID03.
 DK1280
 DK1280.The dynamic height is computed by dividing the NAVD 88
 DK1280.geopotential number by the normal gravity value computed on the
 DK1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1280.degrees latitude (g = 980.6199 gals.).
 DK1280
 DK1280.The modeled gravity was interpolated from observed gravity values.
 DK1280
 DK1280;                    North         East     Units Scale Factor Converg.
 DK1280;SPC MS W     -   425,022.498   627,822.144   MT  1.00001421   -0 25 33.7
 DK1280;SPC MS W     - 1,394,427.98  2,059,779.82   sFT  1.00001421   -0 25 33.7
 DK1280;SPC AR S     -   474,051.446   482,988.882   MT  0.99999326   +0 29 56.0
 DK1280;SPC AR S     - 1,555,283.79  1,584,606.02   sFT  0.99999326   +0 29 56.0
 DK1280;UTM  15      - 3,689,585.773   676,035.465   MT  0.99998207   +1 02 22.3
 DK1280
 DK1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1280!SPC MS W     -   0.99999820  x   1.00001421  =   1.00001241
 DK1280!SPC AR S     -   0.99999820  x   0.99999326  =   0.99999146
 DK1280!UTM  15      -   0.99999820  x   0.99998207  =   0.99998027
 DK1280
 DK1280                          SUPERSEDED SURVEY CONTROL
 DK1280
 DK1280  ELLIP H (09/21/01)   11.446  (m)                       GP(       ) 4 2
 DK1280  NAD 83(1993)-  33 19 51.80360(N)    091 06 31.00616(W) AD(       ) B
 DK1280  ELLIP H (09/19/97)   11.485  (m)                       GP(       ) 4 1
 DK1280  NAD 83(1993)-  33 19 51.80480(N)    091 06 31.00360(W) AD(       ) 1
 DK1280  ELLIP H (05/13/94)   11.378  (m)                       GP(       ) 4 1
 DK1280  ELLIP H (01/21/93)   11.044  (m)                       GP(       ) 4 2
 DK1280  NAD 83(1986)-  33 19 51.81500(N)    091 06 30.99875(W) AD(       ) 1
 DK1280  NAVD 88 (08/03/04)   37.86   (m)          124.2    (f) LEVELING    3  
 DK1280  NAVD 88 (03/17/04)   37.88   (m)          124.3    (f) LEVELING    3  
 DK1280  NAVD 88 (09/19/97)   37.86   (m)          124.2    (f) LEVELING    3  
 DK1280  NGVD 29 (??/??/??)   37.921  (m)          124.41   (f) ADJUSTED    2 0
 DK1280
 DK1280.Superseded values are not recommended for survey control.
 DK1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1280.See file dsdata.txt to determine how the superseded data were derived.
 DK1280
 DK1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7603589586(NAD 83)
 DK1280_MARKER: DS = TRIANGULATION STATION DISK
 DK1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1280_SP_SET: CONCRETE POST
 DK1280_STAMPING: BM 82V-10W 1966
 DK1280_MARK LOGO: MSHD  
 DK1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1280+STABILITY: SURFACE MOTION
 DK1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1280+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DK1280
 DK1280  HISTORY     - Date     Condition        Report By
 DK1280  HISTORY     - 1966     MONUMENTED       MSHD
 DK1280  HISTORY     - 1967     GOOD             MSHD
 DK1280  HISTORY     - 19900307 GOOD             NGS
 DK1280  HISTORY     - 19970210 GOOD             NGS
 DK1280  HISTORY     - 20000601 GOOD             NGS
 DK1280  HISTORY     - 20020723 GOOD             PYBURN
 DK1280  HISTORY     - 20020914 GOOD             PYBURN
 DK1280  HISTORY     - 20040225 GOOD             HOOKER
 DK1280  HISTORY     - 20040225 GOOD             HOOKER
 DK1280  HISTORY     - 20040414 GOOD             ARHD
 DK1280
 DK1280                          STATION DESCRIPTION
 DK1280
 DK1280'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1280'6.85 MI SW FROM GREENVILLE.
 DK1280'LOCATED 6.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1280'INTERSECTION WITH MISSISSIPPI HIGHWAY 1 ON THE NORTHWEST RIGHT-OF-WAY
 DK1280'AND 2.8 MILES NORTHEAST OF THE MISSISSIPPI RIVER BRIDGE IN THE
 DK1280'NORTHWEST 1/4 OF SECTION 18, T 15N, R 9W.  TO REACH FROM THE U.S. POST
 DK1280'OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1280'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON
 DK1280'U.S. HIGHWAY 82 FOR 5.0 MILES TO A CROSSROADS, CONTINUE SOUTHWEST ON
 DK1280'U.S. HIGHWAY 82 FOR 0.85 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 DK1280'THE MARK IS A DISK SET IN THE TOP OF A ROUND CONCRETE POST, 165 FEET
 DK1280'EAST OF THE SOUTHEAST CORNER OF MT. CAVERY BAPTIST CHURCH, 55 FEET
 DK1280'NORTHWEST OF THE CENTER OF HIGHWAY 82, 51.4 FEET SOUTHWEST OF THE MOST
 DK1280'EASTERN POST OF A STUCKEYS SIGN, 17 FEET NORTHEAST OF THE CENTER OF
 DK1280'THE DRIVEWAY, 2.4 FEET SOUTHWEST OF A POWER POLE, 1/2 FOOT BELOW THE
 DK1280'LEVEL OF HIGHWAY 82, AND PROJECTS 4 INCHES.
 DK1280
 DK1280                          STATION RECOVERY (1990)
 DK1280
 DK1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DK1280'NOTE=I COULD NOT FIND ON THE DISK IF A BENCH MARK, HORIZOINTAL STATION
 DK1280'OR TRIANGULATION STATION.  THE DISK DID HAVE A HOLE INSIDE A
 DK1280'TRIANGLE.
 DK1280'STATION IS LOCATED ABOUT 16.5 KM (10.3 MI) EAST OF LAKE VILLAGE AR,
 DK1280'10.3 KM (6.4 MI) SOUTHWEST OF GREENVILLE, AND 10.3 KM (6.4 MI)
 DK1280'NORTHWEST OF WAYSIDE.  OWNERSHIP--MISSISSIPPI STATE HIGHWAY
 DK1280'DEPARTMENT.
 DK1280'TO REACH FROM THE JUNCTION OF U.S.HIGHWAYS 65 AND 82 IN LAKE VILLAGE
 DK1280'AR.  GO SOUTHEAST ON U.S.HIGHWAYS 65 AND 82 FOR 7.52 KM (4.67 MI) TO
 DK1280'WHERE U.S.HIGHWAY 65 TURNS SOUTH.  CONTINUE EASTERLY ON U.S.HIGHWAY
 DK1280'82 FOR 7.95 KM (4.94 MI) TO THE JUNCTION OF STATE HIGHWAY 142 ON THE
 DK1280'RIGHT.  CONTINUE NORTHEASTERLY ON U.S.HIGHWAY 82, CROSSING THE
 DK1280'MISSISSIPPI RIVER BRIDGE AND ENTERING THE STATE OF MISSISSIPPI FOR
 DK1280'6.01 KM (3.73 MI) TO THE JUNCTION OF STATE HIGHWAY 454 ON THE RIGHT.
 DK1280'CONTINUE NORTHEAST ON U.S.HIGHWAY 82 FOR 3.02 KM (1.88 MI) TO THE MT.
 DK1280'CALVARY MB CHURCH AND THE STATION ON THE LEFT. IN THE SOUTHEAST
 DK1280'CORNER OF THE CHURCH LAWN.
 DK1280'STATION IS A STANDARD MSHD BENCH MARK DISK STAMPED---82V-10W 1966
 DK1280'BM---.  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS
 DK1280'4-CM ABOVE THE GROUND.  IT IS 50.3 M (165.0 FT) EAST-NORTHEAST OF THE
 DK1280'SOUTHEAST CORNER OF THE CHURCH, 16.5 M (54.1 FT) NORTHWEST OF THE
 DK1280'CENTERLINE OF THE SOUTHWEST BOUND LANES OF U.S.HIGHWAY 82, 5.5 M
 DK1280'(18.0 FT) NORTH-NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 0.73
 DK1280'M (2.40 FT) SOUTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTHEAST
 DK1280'OF A METAL WITNESS POST.
 DK1280'DESCRIBED BY E.J.HANSMANN, CHECKED BY R.D.BALL.
 DK1280
 DK1280                          STATION RECOVERY (1997)
 DK1280
 DK1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DK1280'RECOVERED AS DESCRIBED.
 DK1280
 DK1280                          STATION RECOVERY (2000)
 DK1280
 DK1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK1280'RECOVERED AS UPDATED.  TO REACH THE STATION FROM THE INTERSECTION OF
 DK1280'ROUTE 1 AND US 82 IN GREENVILLE, DRIVE 6.7 MILES (10.8 KM) EAST AND
 DK1280'SOUTH ON US 82 TO THE CHURCH AND THE STATION ON THE LEFT.
 DK1280
 DK1280                          STATION RECOVERY (2002)
 DK1280
 DK1280'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1280'RECOVERED AS DESCRIBED
 DK1280'IPYBURN
 DK1280'
 DK1280
 DK1280                          STATION RECOVERY (2002)
 DK1280
 DK1280'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1280'RECOVERY NOTE BY PYBURN AND ODOM INC 2003.TO REACH THE STATION FROM
 DK1280'THE INTERSECTION OFROUTE 1 AND US 82 IN GREENVILLE, DRIVE 6.7 MILES
 DK1280'(10.8 KM) EAST ANDSOUTH ON US 82 TO THE CHURCH AND THE STATION ON THE
 DK1280'LEFT.
 DK1280' 
 DK1280'
 DK1280
 DK1280                          STATION RECOVERY (2004)
 DK1280
 DK1280'RECOVERY NOTE BY HOOKER ENGINEERING SERVICES INC. 2004
 DK1280'RECOVERED AS DESCRIBED
 DK1280
 DK1280                          STATION RECOVERY (2004)
 DK1280
 DK1280'RECOVERY NOTE BY HOOKER ENGINEERING SERVICES INC. 2004
 DK1280'RECOVERED AS DESCRIBED.
 DK1280
 DK1280                          STATION RECOVERY (2004)
 DK1280
 DK1280'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 DK1280'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1515 ***********************************************************************
 DJ1515  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ1515  DESIGNATION -  82 V 100 MSHD
 DJ1515  PID         -  DJ1515
 DJ1515  STATE/COUNTY-  MS/CARROLL
 DJ1515  USGS QUAD   -  NORTH CARROLLTON (1983)
 DJ1515
 DJ1515                         *CURRENT SURVEY CONTROL
 DJ1515  ___________________________________________________________________
 DJ1515* NAD 83(2007)-  33 30 04.96467(N)    089 59 35.45036(W)     ADJUSTED  
 DJ1515* NAVD 88     -        95.31   (meters)     312.7    (feet)  GPS OBS   
 DJ1515  ___________________________________________________________________
 DJ1515  EPOCH DATE  -        2002.00
 DJ1515  X           -         633.668 (meters)                     COMP
 DJ1515  Y           -  -5,324,042.482 (meters)                     COMP
 DJ1515  Z           -   3,500,499.809 (meters)                     COMP
 DJ1515  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DJ1515  ELLIP HEIGHT-          68.797 (meters)          (02/15/08) ADJUSTED
 DJ1515  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DJ1515  HORZ ORDER  -  FIRST
 DJ1515  ELLP ORDER  -  FOURTH    CLASS II
 DJ1515
 DJ1515.The horizontal coordinates were established by GPS observations
 DJ1515.and adjusted by the EMC INCORPORATED in February 2008.
 DJ1515
 DJ1515.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1515.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1515.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1515.The epoch date for horizontal control is a decimal equivalence
 DJ1515.of Year/Month/Day.
 DJ1515
 DJ1515.The orthometric height was determined by GPS observations and a
 DJ1515.high-resolution geoid model.
 DJ1515.The orthometric height was determined by GPS observations and a
 DJ1515.high-resolution geoid model using precise GPS observation and
 DJ1515.processing techniques. It supersedes the leveled height previously
 DJ1515.determined for this station.
 DJ1515
 DJ1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1515
 DJ1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1515
 DJ1515.The ellipsoidal height was determined by GPS observations
 DJ1515.and is referenced to NAD 83.
 DJ1515
 DJ1515.The geoid height was determined by GEOID03.
 DJ1515
 DJ1515;                    North         East     Units Scale Factor Converg.
 DJ1515;SPC MS W     -   443,695.784   731,605.844   MT  0.99996231   +0 11 15.9
 DJ1515;SPC MS W     - 1,455,691.92  2,400,276.84   sFT  0.99996231   +0 11 15.9
 DJ1515;UTM  16      - 3,710,883.325   221,931.908   MT  1.00055339   -1 39 11.4
 DJ1515;UTM  15      - 3,710,919.991   779,335.590   MT  1.00056210   +1 39 38.6
 DJ1515
 DJ1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1515!SPC MS W     -   0.99998920  x   0.99996231  =   0.99995151
 DJ1515!UTM  16      -   0.99998920  x   1.00055339  =   1.00054258
 DJ1515!UTM  15      -   0.99998920  x   1.00056210  =   1.00055129
 DJ1515
 DJ1515                          SUPERSEDED SURVEY CONTROL
 DJ1515
 DJ1515  NAVD 88 (06/15/91)   95.279  (m)          312.59   (f) ADJUSTED    2 0
 DJ1515  NGVD 29 (??/??/92)   95.31   (m)          312.7    (f) COMPUTED    2 0
 DJ1515
 DJ1515.Superseded values are not recommended for survey control.
 DJ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1515.See file dsdata.txt to determine how the superseded data were derived.
 DJ1515
 DJ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2193210883(NAD 83)
 DJ1515_MARKER: DD = SURVEY DISK
 DJ1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1515_STAMPING: BM-82V-100 1965
 DJ1515_MARK LOGO: NONE  
 DJ1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1515+STABILITY: SURFACE MOTION
 DJ1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1515+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DJ1515
 DJ1515  HISTORY     - Date     Condition        Report By
 DJ1515  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1515  HISTORY     - 1968     GOOD             MSHD
 DJ1515  HISTORY     - 20070116 GOOD             EMCINC
 DJ1515  HISTORY     - 20080221 GOOD             MSDOT
 DJ1515
 DJ1515                          STATION DESCRIPTION
 DJ1515
 DJ1515'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1515'4.3 MI WSW FROM CARROLLTON.
 DJ1515'THE MARK IS LOCATED 4.3 MILES WEST SOUTHWEST OF THE APPROXIMATE CENTER
 DJ1515'OF CAROLLTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1515'NORTHWEST 1/4 OF SECTION 21, T 19N, R 3E.  IT IS 50 FEET NORTH OF THE
 DJ1515'CENTER OF U.S. HIGHWAY 82, 94 FEET WEST OF TELEPHONE CABLE POLE NO.
 DJ1515'294, 5.5 FEET NORTH OF A TELEPHONE CABLE, 7 FEET SOUTH OF A FENCE, 3
 DJ1515'FEET EAST OF A RIGHT-OF-WAY MARKER, 1.5 FEET WEST OF A METAL WITNESS
 DJ1515'POST, 73.5 FEET NORTHWEST OF HIGHWAY STATION NO. 602+00, SET IN THE
 DJ1515'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF
 DJ1515'THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE CARROLL COUNTY
 DJ1515'COURTHOUSE IN CARROLLTON GO SOUTH ON MISSISSIPPI HIGHWAY 17 FOR 0.7
 DJ1515'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (WEST) AND
 DJ1515'CONTINUE ON U.S. HIGHWAY 82 FOR 3.4 MILES TO A CROSSROADS, JUST PAST A
 DJ1515'WHITE CHURCH.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 82 FOR 0.8 MILE TO
 DJ1515'THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1515
 DJ1515                          STATION RECOVERY (2007)
 DJ1515
 DJ1515'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DJ1515'RECOVERED IN GOOD CONDITION.
 DJ1515
 DJ1515                          STATION RECOVERY (2008)
 DJ1515
 DJ1515'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1354 ***********************************************************************
 DJ1354  DESIGNATION -  82 V 105
 DJ1354  PID         -  DJ1354
 DJ1354  STATE/COUNTY-  MS/CARROLL
 DJ1354  USGS QUAD   -  COILA (1982)
 DJ1354
 DJ1354                         *CURRENT SURVEY CONTROL
 DJ1354  ___________________________________________________________________
 DJ1354* NAD 83(1986)-  33 29 50.     (N)    089 55 18.     (W)     SCALED    
 DJ1354* NAVD 88     -        91.661  (meters)     300.72   (feet)  ADJUSTED  
 DJ1354  ___________________________________________________________________
 DJ1354  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DJ1354  DYNAMIC HT  -          91.565 (meters)     300.41  (feet)  COMP
 DJ1354  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DJ1354
 DJ1354  VERT ORDER  -  SECOND    CLASS 0
 DJ1354
 DJ1354.The horizontal coordinates were scaled from a topographic map and have
 DJ1354.an estimated accuracy of +/- 6 seconds.
 DJ1354
 DJ1354.The orthometric height was determined by differential leveling
 DJ1354.and adjusted in June 1991.
 DJ1354
 DJ1354.The geoid height was determined by GEOID03.
 DJ1354
 DJ1354.The dynamic height is computed by dividing the NAVD 88
 DJ1354.geopotential number by the normal gravity value computed on the
 DJ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1354.degrees latitude (g = 980.6199 gals.).
 DJ1354
 DJ1354.The modeled gravity was interpolated from observed gravity values.
 DJ1354
 DJ1354;                    North         East    Units  Estimated Accuracy
 DJ1354;SPC MS W     -   443,260.      738,250.      MT  (+/- 180 meters Scaled)
 DJ1354
 DJ1354                          SUPERSEDED SURVEY CONTROL
 DJ1354
 DJ1354  NGVD 29 (??/??/92)   91.684  (m)          300.80   (f) ADJ UNCH    2 0
 DJ1354
 DJ1354.Superseded values are not recommended for survey control.
 DJ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1354.See file dsdata.txt to determine how the superseded data were derived.
 DJ1354
 DJ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC285102(NAD 83)
 DJ1354_MARKER: DD = SURVEY DISK
 DJ1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1354_STAMPING: BM 82V-105 1965
 DJ1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1354+STABILITY: SURFACE MOTION
 DJ1354
 DJ1354  HISTORY     - Date     Condition        Report By
 DJ1354  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1354  HISTORY     - 1968     GOOD             MSHD
 DJ1354  HISTORY     - 20080221 MARK NOT FOUND   MSDOT
 DJ1354
 DJ1354                          STATION DESCRIPTION
 DJ1354
 DJ1354'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1354'0.7 MI S FROM CARROLLTON.
 DJ1354'THE MARK IS LOCATED 0.7 MILE SOUTH OF THE APPROXIMATE CENTER OF
 DJ1354'CARROLLTON IN THE SOUTHWEST ANGLE OF THE CROSSING OF MISSISSIPPI
 DJ1354'HIGHWAY 17 WITH U.S. HIGHWAY 82 IN LINE WITH A ROW OF SQUARE CONCRETE
 DJ1354'POST MARKING THE HIGHWAY RIGHT-OF-WAY IN THE NORTHWEST 1/4 OF SECTION
 DJ1354'19, T 19N, R 4E.  IT IS 391 FEET WEST SOUTHWEST OF THE CENTER OF THE
 DJ1354'INTERSECTION, 117 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 358.5
 DJ1354'FEET WEST OF THE CENTER OF MISSISSIPPI HIGHWAY 17, 110.5 FEET SOUTH
 DJ1354'SOUTHEAST OF HIGHWAY STATION NO. 821+00 193.5 FEET NORTHWEST OF THE
 DJ1354'NORTHWEST CORNER OF A DRAIN, 77 FEET SOUTHEAST OF A RIGHT-OF-WAY
 DJ1354'MARKER AT THE NORTHWEST END OF A GROUP OF MARKERS, 2 FEET NORTHWEST OF
 DJ1354'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DJ1354'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE
 DJ1354'CARROLL COUNTY COURTHOUSE IN CARROLLTON GO SOUTH ON MISSISSIPPI
 DJ1354'HIGHWAY 17 FOR 0.7 MILE TO THE INTERSECTIN OF U.S. HIGHWAY 82. TURN
 DJ1354'RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.05 MILE TO THE MARK
 DJ1354'ON THE LEFT AS DESCRIBED.
 DJ1354
 DJ1354                          STATION RECOVERY (2008)
 DJ1354
 DJ1354'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1353 ***********************************************************************
 DJ1353  DESIGNATION -  82 V 106
 DJ1353  PID         -  DJ1353
 DJ1353  STATE/COUNTY-  MS/CARROLL
 DJ1353  USGS QUAD   -  COILA (1982)
 DJ1353
 DJ1353                         *CURRENT SURVEY CONTROL
 DJ1353  ___________________________________________________________________
 DJ1353* NAD 83(1986)-  33 29 45.     (N)    089 54 29.     (W)     SCALED    
 DJ1353* NAVD 88     -        91.512  (meters)     300.24   (feet)  ADJUSTED  
 DJ1353  ___________________________________________________________________
 DJ1353  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DJ1353  DYNAMIC HT  -          91.417 (meters)     299.92  (feet)  COMP
 DJ1353  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 DJ1353
 DJ1353  VERT ORDER  -  SECOND    CLASS 0
 DJ1353
 DJ1353.The horizontal coordinates were scaled from a topographic map and have
 DJ1353.an estimated accuracy of +/- 6 seconds.
 DJ1353
 DJ1353.The orthometric height was determined by differential leveling
 DJ1353.and adjusted in June 1991.
 DJ1353
 DJ1353.The geoid height was determined by GEOID03.
 DJ1353
 DJ1353.The dynamic height is computed by dividing the NAVD 88
 DJ1353.geopotential number by the normal gravity value computed on the
 DJ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1353.degrees latitude (g = 980.6199 gals.).
 DJ1353
 DJ1353.The modeled gravity was interpolated from observed gravity values.
 DJ1353
 DJ1353;                    North         East    Units  Estimated Accuracy
 DJ1353;SPC MS W     -   443,110.      739,520.      MT  (+/- 180 meters Scaled)
 DJ1353
 DJ1353                          SUPERSEDED SURVEY CONTROL
 DJ1353
 DJ1353  NGVD 29 (??/??/92)   91.532  (m)          300.30   (f) ADJ UNCH    2 0
 DJ1353
 DJ1353.Superseded values are not recommended for survey control.
 DJ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1353.See file dsdata.txt to determine how the superseded data were derived.
 DJ1353
 DJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC298100(NAD 83)
 DJ1353_MARKER: DD = SURVEY DISK
 DJ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1353_STAMPING: BM 82V-106 1965
 DJ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1353+STABILITY: SURFACE MOTION
 DJ1353
 DJ1353  HISTORY     - Date     Condition        Report By
 DJ1353  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1353  HISTORY     - 1968     GOOD             MSHD
 DJ1353  HISTORY     - 20080221 MARK NOT FOUND   MSDOT
 DJ1353
 DJ1353                          STATION DESCRIPTION
 DJ1353
 DJ1353'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1353'1.0 MI SE FROM CARROLLTON.
 DJ1353'THE MARK IS LOCATED 1 MILE SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1353'CARROLLTON IN THE SOUTHEAST ANGLE OF THE JUNCTION OF MISSISSIPPI
 DJ1353'HIGHWAY 35, WITH U.S. HIGHWAY 82 IN THE NORTHEAST 1/4 OF SECTION 19, T
 DJ1353'19N, R 4E.  IT IS 135.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82,
 DJ1353'59 FEET EAST NORTHEAST OF THE CENTER OF MISSISSIPPI HIGHWAY 35, 252
 DJ1353'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 116.5 FEET WEST
 DJ1353'SOUTHWEST OF A TELEPHONE LINE POLE, 3 FEET NORTHWEST OF A POWER LINE
 DJ1353'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 126.5 FEET SOUTH OF
 DJ1353'HIGHWAY STATION NO. 864+00, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DJ1353'POST ABOUT LEVEL WITH U.S. HIGHWAY 82 AND PORJECTS 3 INCHES. TO REACH
 DJ1353'FROM THE CARROLL COUNTY COURTHOUSE IN CARROLLTON GO SOUTH ON
 DJ1353'MISSISSIPPI HIGHWAY 17 FOR 0.7 MILE TO THE INTERSECTION OF U.S.
 DJ1353'HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.7
 DJ1353'MILE TO THE JUNCTION OF MISSISSIPPI HIGHWAY 35 AND THE MARK ON THE
 DJ1353'RIGHT AS DESCRIBED.
 DJ1353
 DJ1353                          STATION RECOVERY (2008)
 DJ1353
 DJ1353'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1352 ***********************************************************************
 DJ1352  DESIGNATION -  82 V 107
 DJ1352  PID         -  DJ1352
 DJ1352  STATE/COUNTY-  MS/CARROLL
 DJ1352  USGS QUAD   -  COILA (1982)
 DJ1352
 DJ1352                         *CURRENT SURVEY CONTROL
 DJ1352  ___________________________________________________________________
 DJ1352* NAD 83(1986)-  33 29 44.     (N)    089 53 56.     (W)     SCALED    
 DJ1352* NAVD 88     -       101.362  (meters)     332.55   (feet)  ADJUSTED  
 DJ1352  ___________________________________________________________________
 DJ1352  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DJ1352  DYNAMIC HT  -         101.256 (meters)     332.20  (feet)  COMP
 DJ1352  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 DJ1352
 DJ1352  VERT ORDER  -  SECOND    CLASS 0
 DJ1352
 DJ1352.The horizontal coordinates were scaled from a topographic map and have
 DJ1352.an estimated accuracy of +/- 6 seconds.
 DJ1352
 DJ1352.The orthometric height was determined by differential leveling
 DJ1352.and adjusted in June 1991.
 DJ1352
 DJ1352.The geoid height was determined by GEOID03.
 DJ1352
 DJ1352.The dynamic height is computed by dividing the NAVD 88
 DJ1352.geopotential number by the normal gravity value computed on the
 DJ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1352.degrees latitude (g = 980.6199 gals.).
 DJ1352
 DJ1352.The modeled gravity was interpolated from observed gravity values.
 DJ1352
 DJ1352;                    North         East    Units  Estimated Accuracy
 DJ1352;SPC MS W     -   443,080.      740,370.      MT  (+/- 180 meters Scaled)
 DJ1352
 DJ1352                          SUPERSEDED SURVEY CONTROL
 DJ1352
 DJ1352  NGVD 29 (??/??/92)  101.380  (m)          332.61   (f) ADJ UNCH    2 0
 DJ1352
 DJ1352.Superseded values are not recommended for survey control.
 DJ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1352.See file dsdata.txt to determine how the superseded data were derived.
 DJ1352
 DJ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC306099(NAD 83)
 DJ1352_MARKER: DD = SURVEY DISK
 DJ1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1352_STAMPING: BM 82V-107 1965
 DJ1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1352+STABILITY: SURFACE MOTION
 DJ1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1352+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DJ1352
 DJ1352  HISTORY     - Date     Condition        Report By
 DJ1352  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1352  HISTORY     - 1968     GOOD             MSHD
 DJ1352  HISTORY     - 20080221 GOOD             MSDOT
 DJ1352
 DJ1352                          STATION DESCRIPTION
 DJ1352
 DJ1352'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1352'1.4 MI SE FROM CARROLLTON.
 DJ1352'THE MARK IS LOCATED 1.4 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1352'CARROLLTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 AND NEAR THE
 DJ1352'CENTER OF SECTION 20, T 19N, R 4E.  IT IS 49 FEET NORTH OF THE CENTER
 DJ1352'OF U.S. HIGHWAY 82, 58.5 FEET NORTH OF HIGHWAY STATION NO. 892+00, 46
 DJ1352'FEET WEST OF TELEPHONE CABLE POLE NO. 178, 5 FEET NORTH OF A TELEPHONE
 DJ1352'CABLE, 2 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 DJ1352'12 INCH ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 DJ1352'HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE CARROLL COUNTY
 DJ1352'COURTHOUSE IN CARROLLTON GO SOUTH ON MISSISSIPPI HIGHWAY 17 FOR 0.7
 DJ1352'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (EAST) AND
 DJ1352'CONTINUE ON U.S. HIGHWAY 82 FOR 0.7 MILE TO THE JUNCTION OF
 DJ1352'MISSISSIPPI HIGHWAY 35.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 0.5 MILE
 DJ1352'TO THE MARK ON THE LEFT AS DESCRIBED.
 DJ1352
 DJ1352                          STATION RECOVERY (2008)
 DJ1352
 DJ1352'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1351 ***********************************************************************
 DJ1351  DESIGNATION -  82 V 108
 DJ1351  PID         -  DJ1351
 DJ1351  STATE/COUNTY-  MS/CARROLL
 DJ1351  USGS QUAD   -  COILA (1982)
 DJ1351
 DJ1351                         *CURRENT SURVEY CONTROL
 DJ1351  ___________________________________________________________________
 DJ1351* NAD 83(1986)-  33 29 40.     (N)    089 53 02.     (W)     SCALED    
 DJ1351* NAVD 88     -       100.053  (meters)     328.26   (feet)  ADJUSTED  
 DJ1351  ___________________________________________________________________
 DJ1351  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DJ1351  DYNAMIC HT  -          99.948 (meters)     327.91  (feet)  COMP
 DJ1351  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 DJ1351
 DJ1351  VERT ORDER  -  SECOND    CLASS 0
 DJ1351
 DJ1351.The horizontal coordinates were scaled from a topographic map and have
 DJ1351.an estimated accuracy of +/- 6 seconds.
 DJ1351
 DJ1351.The orthometric height was determined by differential leveling
 DJ1351.and adjusted in June 1991.
 DJ1351
 DJ1351.The geoid height was determined by GEOID03.
 DJ1351
 DJ1351.The dynamic height is computed by dividing the NAVD 88
 DJ1351.geopotential number by the normal gravity value computed on the
 DJ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1351.degrees latitude (g = 980.6199 gals.).
 DJ1351
 DJ1351.The modeled gravity was interpolated from observed gravity values.
 DJ1351
 DJ1351;                    North         East    Units  Estimated Accuracy
 DJ1351;SPC MS W     -   442,970.      741,760.      MT  (+/- 180 meters Scaled)
 DJ1351
 DJ1351                          SUPERSEDED SURVEY CONTROL
 DJ1351
 DJ1351  NGVD 29 (??/??/92)  100.067  (m)          328.30   (f) ADJ UNCH    2 0
 DJ1351
 DJ1351.Superseded values are not recommended for survey control.
 DJ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1351.See file dsdata.txt to determine how the superseded data were derived.
 DJ1351
 DJ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC320098(NAD 83)
 DJ1351_MARKER: DD = SURVEY DISK
 DJ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1351_STAMPING: BM 82V-108 1965
 DJ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1351+STABILITY: SURFACE MOTION
 DJ1351
 DJ1351  HISTORY     - Date     Condition        Report By
 DJ1351  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1351  HISTORY     - 1968     GOOD             MSHD
 DJ1351  HISTORY     - 20080221 MARK NOT FOUND   MSDOT
 DJ1351
 DJ1351                          STATION DESCRIPTION
 DJ1351
 DJ1351'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1351'2.3 MI SE FROM CARROLLTON.
 DJ1351'THE MARK IS LOCATED 2.3 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1351'CARROLLTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 NEAR THE
 DJ1351'CENTER OF SECTION 21, T 19N, R 4E.  IT IS 48 FEET NORTH OF THE CENTER
 DJ1351'OF U.S. HIGHWAY 82, 58 FEET NORTHWEST OF HIGHWAY STATION NO. 937+00,
 DJ1351'47 FEET WEST NORTHWEST OF AN 18 INCH TRIANGULAR BLAZED OAK, 103.5 FEET
 DJ1351'WEST OF TELEPHONE CABLE POLE NO. 160, 1 FOOT NORTH OF A TELEPHONE
 DJ1351'CABLE, 1.5 FEET WEST NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP
 DJ1351'OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DJ1351'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE CARROLL COUNTY
 DJ1351'COURTHOUSE IN CARROLLTON GO SOUTH ON MISSISSIPPI HIGHWAY 17 FOR 0.7
 DJ1351'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (EAST) AND
 DJ1351'CONTINUE ON U.S. HIGHWAY 82 FOR 2.15 MILES TO THE MARK ON THE LEFT AS
 DJ1351'DESCRIBED.
 DJ1351
 DJ1351                          STATION RECOVERY (2008)
 DJ1351
 DJ1351'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1350 ***********************************************************************
 DJ1350  DESIGNATION -  82 V 109
 DJ1350  PID         -  DJ1350
 DJ1350  STATE/COUNTY-  MS/CARROLL
 DJ1350  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1350
 DJ1350                         *CURRENT SURVEY CONTROL
 DJ1350  ___________________________________________________________________
 DJ1350* NAD 83(1986)-  33 29 35.     (N)    089 52 11.     (W)     SCALED    
 DJ1350* NAVD 88     -        91.017  (meters)     298.61   (feet)  ADJUSTED  
 DJ1350  ___________________________________________________________________
 DJ1350  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DJ1350  DYNAMIC HT  -          90.922 (meters)     298.30  (feet)  COMP
 DJ1350  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 DJ1350
 DJ1350  VERT ORDER  -  SECOND    CLASS 0
 DJ1350
 DJ1350.The horizontal coordinates were scaled from a topographic map and have
 DJ1350.an estimated accuracy of +/- 6 seconds.
 DJ1350
 DJ1350.The orthometric height was determined by differential leveling
 DJ1350.and adjusted in June 1991.
 DJ1350
 DJ1350.The geoid height was determined by GEOID03.
 DJ1350
 DJ1350.The dynamic height is computed by dividing the NAVD 88
 DJ1350.geopotential number by the normal gravity value computed on the
 DJ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1350.degrees latitude (g = 980.6199 gals.).
 DJ1350
 DJ1350.The modeled gravity was interpolated from observed gravity values.
 DJ1350
 DJ1350;                    North         East    Units  Estimated Accuracy
 DJ1350;SPC MS W     -   442,820.      743,080.      MT  (+/- 180 meters Scaled)
 DJ1350
 DJ1350                          SUPERSEDED SURVEY CONTROL
 DJ1350
 DJ1350  NGVD 29 (??/??/92)   91.028  (m)          298.65   (f) ADJ UNCH    2 0
 DJ1350
 DJ1350.Superseded values are not recommended for survey control.
 DJ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1350.See file dsdata.txt to determine how the superseded data were derived.
 DJ1350
 DJ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC333096(NAD 83)
 DJ1350_MARKER: DD = SURVEY DISK
 DJ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1350_STAMPING: BM 82V-109 1965
 DJ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1350+STABILITY: SURFACE MOTION
 DJ1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1350+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DJ1350
 DJ1350  HISTORY     - Date     Condition        Report By
 DJ1350  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1350  HISTORY     - 1968     GOOD             MSHD
 DJ1350  HISTORY     - 20080221 GOOD             MSDOT
 DJ1350
 DJ1350                          STATION DESCRIPTION
 DJ1350
 DJ1350'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1350'3.1 MI SE FROM CARROLLTON.
 DJ1350'THE MARK IS LOCATED 3.1 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1350'CARROLLTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1350'SOUTHWEST 1/4 OF SECTION 22, T 19N, R 4E.  IT IS 52.5 FEET NORTH OF
 DJ1350'THE CENTER OF U.S. HIGHWAY 82, 62 FEET NORTH OF HIGHWAY STATION NO.
 DJ1350'981+00, 36.5 FEET NORTHWEST OF A ROADSIDE PARK SIGN, 7.5 FEET NORTH OF
 DJ1350'A TELEPHONE CABLE, 26 FEET NORTHEAST OF TELEPHONE CABLE POLE NO.
 DJ1350'142-1/2, 8.5 FEET EAST OF A TRIANGULAR BLAZED 8 INCH PINE, 1.5 FEET
 DJ1350'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 DJ1350'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO
 DJ1350'REACH FROM THE CARROLL COUNTY COURTHOUSE IN CARROLLTON GO SOUTH ON
 DJ1350'MISSISSIPPI HIGHWAY 17 FOR 0.7 MILE TO THE INTERSECTION OF U.S.
 DJ1350'HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.4
 DJ1350'MILES TO A CROSSROADS.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 0.35 MILE
 DJ1350'TO THE MARK ON THE LEFT JUST PAST THE ENTRANCE TO A ROADSIDE PARK.
 DJ1350
 DJ1350                          STATION RECOVERY (2008)
 DJ1350
 DJ1350'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0233 ***********************************************************************
 DJ0233  DESIGNATION -  82 V 11
 DJ0233  PID         -  DJ0233
 DJ0233  STATE/COUNTY-  MS/LOWNDES
 DJ0233  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0233
 DJ0233                         *CURRENT SURVEY CONTROL
 DJ0233  ___________________________________________________________________
 DJ0233* NAD 83(1986)-  33 29 15.     (N)    088 23 20.     (W)     SCALED    
 DJ0233* NAVD 88     -        53.087  (meters)     174.17   (feet)  ADJUSTED  
 DJ0233  ___________________________________________________________________
 DJ0233  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0233  DYNAMIC HT  -          53.030 (meters)     173.98  (feet)  COMP
 DJ0233  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DJ0233
 DJ0233  VERT ORDER  -  SECOND    CLASS 0
 DJ0233
 DJ0233.The horizontal coordinates were scaled from a topographic map and have
 DJ0233.an estimated accuracy of +/- 6 seconds.
 DJ0233
 DJ0233.The orthometric height was determined by differential leveling
 DJ0233.and adjusted in June 1991.
 DJ0233
 DJ0233.The geoid height was determined by GEOID03.
 DJ0233
 DJ0233.The dynamic height is computed by dividing the NAVD 88
 DJ0233.geopotential number by the normal gravity value computed on the
 DJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0233.degrees latitude (g = 980.6199 gals.).
 DJ0233
 DJ0233.The modeled gravity was interpolated from observed gravity values.
 DJ0233
 DJ0233;                    North         East    Units  Estimated Accuracy
 DJ0233;SPC MS E     -   442,190.      341,300.      MT  (+/- 180 meters Scaled)
 DJ0233
 DJ0233                          SUPERSEDED SURVEY CONTROL
 DJ0233
 DJ0233  NGVD 29 (??/??/92)   53.05   (m)          174.0    (f) COMPUTED    2 0
 DJ0233
 DJ0233.Superseded values are not recommended for survey control.
 DJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0233.See file dsdata.txt to determine how the superseded data were derived.
 DJ0233
 DJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC709061(NAD 83)
 DJ0233_MARKER: DD = SURVEY DISK
 DJ0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0233_SP_SET: ABUTMENT
 DJ0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0233
 DJ0233  HISTORY     - Date     Condition        Report By
 DJ0233  HISTORY     - UNK      MONUMENTED       MSHD
 DJ0233  HISTORY     - 1964     GOOD             MSHD
 DJ0233
 DJ0233                          STATION DESCRIPTION
 DJ0233
 DJ0233'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0233'3.0 MI SE FROM COLUMBUS.
 DJ0233'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO EAST ON U.S.
 DJ0233'HIGHWAY 82 FOR 2.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY 69, TURN
 DJ0233'RIGHT, SOUTH, AND FOLLOW HIGHWAY 69 FOR 0.65 MILE TO A CONCRETE
 DJ0233'OVERPASS OVER THE GULF, MOBILE AND OHIO RAILROAD AND THE MARK ON THE
 DJ0233'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN THE TOP OF THE EAST END OF
 DJ0233'THE NORTH ABUTMENT.  IT IS 100 FEET SOUTH OF THE CENTER OF THE TRACKS
 DJ0233'AND 15.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1281 ***********************************************************************
 DK1281  DESIGNATION -  82 V 11 W
 DK1281  PID         -  DK1281
 DK1281  STATE/COUNTY-  MS/WASHINGTON
 DK1281  USGS QUAD   -  WAYSIDE (1970)
 DK1281
 DK1281                         *CURRENT SURVEY CONTROL
 DK1281  ___________________________________________________________________
 DK1281* NAD 83(1986)-  33 20 26.     (N)    091 06 02.     (W)     SCALED    
 DK1281* NAVD 88     -        37.162  (meters)     121.92   (feet)  ADJUSTED  
 DK1281  ___________________________________________________________________
 DK1281  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1281  DYNAMIC HT  -          37.122 (meters)     121.79  (feet)  COMP
 DK1281  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DK1281
 DK1281  VERT ORDER  -  SECOND    CLASS 0
 DK1281
 DK1281.The horizontal coordinates were scaled from a topographic map and have
 DK1281.an estimated accuracy of +/- 6 seconds.
 DK1281
 DK1281.The orthometric height was determined by differential leveling
 DK1281.and adjusted in June 1991.
 DK1281
 DK1281.The geoid height was determined by GEOID03.
 DK1281
 DK1281.The dynamic height is computed by dividing the NAVD 88
 DK1281.geopotential number by the normal gravity value computed on the
 DK1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1281.degrees latitude (g = 980.6199 gals.).
 DK1281
 DK1281.The modeled gravity was interpolated from observed gravity values.
 DK1281
 DK1281;                    North         East    Units  Estimated Accuracy
 DK1281;SPC MS W     -   426,070.      628,580.      MT  (+/- 180 meters Scaled)
 DK1281
 DK1281                          SUPERSEDED SURVEY CONTROL
 DK1281
 DK1281  NGVD 29 (??/??/??)   37.222  (m)          122.12   (f) ADJUSTED    2 0
 DK1281
 DK1281.Superseded values are not recommended for survey control.
 DK1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1281.See file dsdata.txt to determine how the superseded data were derived.
 DK1281
 DK1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS767906(NAD 83)
 DK1281_MARKER: DD = SURVEY DISK
 DK1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1281_STAMPING: BM 82V-11W (1966)
 DK1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1281+STABILITY: SURFACE MOTION
 DK1281
 DK1281  HISTORY     - Date     Condition        Report By
 DK1281  HISTORY     - 1966     MONUMENTED       MSHD
 DK1281  HISTORY     - 1967     GOOD             MSHD
 DK1281
 DK1281                          STATION DESCRIPTION
 DK1281
 DK1281'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1281'6.0 MI SW FROM GREENVILLE.
 DK1281'LOCATED 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1281'INTERSECTION WITH MISSISSIPPI HIGHWAY 1 IN THE NORTHWEST ANGLE OF A
 DK1281'CROSSROADS IN FRONT OF A STORE AND 3.65 MILES NORTHEAST OF THE
 DK1281'MISSISSIPPI RIVER BRIDGE IN THE SOUTHEAST 1/4 OF SECTION 15, T 17N, R
 DK1281'9W.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST ON
 DK1281'MAIN STREET FOR 1.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN
 DK1281'RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 5.0 MILES TO A
 DK1281'CROSSROADS, AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DK1281'TOP OF A 12 INCH ROUND CONCRETE POST, 149 FEET WEST SOUTHWEST OF THE
 DK1281'CENTER OF THE CROSSROADS, 94 FEET SOUTHWEST OF THE CENTER OF A
 DK1281'BLACKTOP ROAD, 72.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A STORE,
 DK1281'64 FEET WEST OF THE SOUTHWEST CORNER OF A 8 X 3 BOX CULVERT, 56 FEET
 DK1281'NORTHWEST OF THE CENTER OF HIGHWAY 82, 3 FEET NORTHEAST OF A POWER
 DK1281'POLE, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 DK1281'LEVEL OF HIGHWAY 82, AND PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1349 ***********************************************************************
 DJ1349  DESIGNATION -  82 V 110
 DJ1349  PID         -  DJ1349
 DJ1349  STATE/COUNTY-  MS/CARROLL
 DJ1349  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1349
 DJ1349                         *CURRENT SURVEY CONTROL
 DJ1349  ___________________________________________________________________
 DJ1349* NAD 83(1986)-  33 29 31.     (N)    089 51 24.     (W)     SCALED    
 DJ1349* NAVD 88     -        88.997  (meters)     291.98   (feet)  ADJUSTED  
 DJ1349  ___________________________________________________________________
 DJ1349  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DJ1349  DYNAMIC HT  -          88.904 (meters)     291.68  (feet)  COMP
 DJ1349  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 DJ1349
 DJ1349  VERT ORDER  -  SECOND    CLASS 0
 DJ1349
 DJ1349.The horizontal coordinates were scaled from a topographic map and have
 DJ1349.an estimated accuracy of +/- 6 seconds.
 DJ1349
 DJ1349.The orthometric height was determined by differential leveling
 DJ1349.and adjusted in June 1991.
 DJ1349
 DJ1349.The geoid height was determined by GEOID03.
 DJ1349
 DJ1349.The dynamic height is computed by dividing the NAVD 88
 DJ1349.geopotential number by the normal gravity value computed on the
 DJ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1349.degrees latitude (g = 980.6199 gals.).
 DJ1349
 DJ1349.The modeled gravity was interpolated from observed gravity values.
 DJ1349
 DJ1349;                    North         East    Units  Estimated Accuracy
 DJ1349;SPC MS W     -   442,700.      744,300.      MT  (+/- 180 meters Scaled)
 DJ1349
 DJ1349                          SUPERSEDED SURVEY CONTROL
 DJ1349
 DJ1349  NGVD 29 (??/??/92)   89.005  (m)          292.01   (f) ADJ UNCH    2 0
 DJ1349
 DJ1349.Superseded values are not recommended for survey control.
 DJ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1349.See file dsdata.txt to determine how the superseded data were derived.
 DJ1349
 DJ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC345094(NAD 83)
 DJ1349_MARKER: DD = SURVEY DISK
 DJ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1349_STAMPING: BM 82V-110 1965
 DJ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1349+STABILITY: SURFACE MOTION
 DJ1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1349+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DJ1349
 DJ1349  HISTORY     - Date     Condition        Report By
 DJ1349  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1349  HISTORY     - 1968     GOOD             MSHD
 DJ1349  HISTORY     - 20080221 GOOD             MSDOT
 DJ1349
 DJ1349                          STATION DESCRIPTION
 DJ1349
 DJ1349'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1349'3.8 MI SE FROM CARROLLTON.
 DJ1349'THE MARK IS LOCATED 3.8 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1349'CARROLLTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1349'SOUTHEAST 1/4 OF SECTION 22, T 19N, R 4E.  IT IS 41.5 FEET NORTH OF
 DJ1349'THE CENTER OF U.S. HIGHWAY 82, 51.5 FEET NORTH NORTHWEST OF HIGHWAY
 DJ1349'STATION NO. 1022+00, 43 FEET EAST OF THE EXTENDED TANGENT OF A
 DJ1349'GRAVELED ROAD, 68.5 FEET WEST OF TELEPHONE CABLE POLE NO. 126, 3 FEET
 DJ1349'SOUTH OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE
 DJ1349'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 DJ1349'THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE CARROLL COUNTY
 DJ1349'COURTHOUSE IN CARROLLTON GO SOUTH ON MISSISSIPPI HIGHWAY 17, FOR 0.7
 DJ1349'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (EAST) AND
 DJ1349'CONTINUE ON U.S. HIGWHAY 82 FOR 3.7 MILES TO A SIDE ROAD RIGHT AND THE
 DJ1349'MARK ON THE LEFT AS DESCRIBED.
 DJ1349
 DJ1349                          STATION RECOVERY (2008)
 DJ1349
 DJ1349'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1348 ***********************************************************************
 DJ1348  DESIGNATION -  82 V 111
 DJ1348  PID         -  DJ1348
 DJ1348  STATE/COUNTY-  MS/CARROLL
 DJ1348  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1348
 DJ1348                         *CURRENT SURVEY CONTROL
 DJ1348  ___________________________________________________________________
 DJ1348* NAD 83(1986)-  33 29 26.     (N)    089 50 32.     (W)     SCALED    
 DJ1348* NAVD 88     -        99.158  (meters)     325.32   (feet)  ADJUSTED  
 DJ1348  ___________________________________________________________________
 DJ1348  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DJ1348  DYNAMIC HT  -          99.055 (meters)     324.98  (feet)  COMP
 DJ1348  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 DJ1348
 DJ1348  VERT ORDER  -  SECOND    CLASS 0
 DJ1348
 DJ1348.The horizontal coordinates were scaled from a topographic map and have
 DJ1348.an estimated accuracy of +/- 6 seconds.
 DJ1348
 DJ1348.The orthometric height was determined by differential leveling
 DJ1348.and adjusted in June 1991.
 DJ1348
 DJ1348.The geoid height was determined by GEOID03.
 DJ1348
 DJ1348.The dynamic height is computed by dividing the NAVD 88
 DJ1348.geopotential number by the normal gravity value computed on the
 DJ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1348.degrees latitude (g = 980.6199 gals.).
 DJ1348
 DJ1348.The modeled gravity was interpolated from observed gravity values.
 DJ1348
 DJ1348;                    North         East    Units  Estimated Accuracy
 DJ1348;SPC MS W     -   442,550.      745,640.      MT  (+/- 180 meters Scaled)
 DJ1348
 DJ1348                          SUPERSEDED SURVEY CONTROL
 DJ1348
 DJ1348  NGVD 29 (??/??/92)   99.163  (m)          325.34   (f) ADJ UNCH    2 0
 DJ1348
 DJ1348.Superseded values are not recommended for survey control.
 DJ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1348.See file dsdata.txt to determine how the superseded data were derived.
 DJ1348
 DJ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC359092(NAD 83)
 DJ1348_MARKER: DD = SURVEY DISK
 DJ1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1348_STAMPING: BM 82V-111 1965
 DJ1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1348+STABILITY: SURFACE MOTION
 DJ1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1348+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DJ1348
 DJ1348  HISTORY     - Date     Condition        Report By
 DJ1348  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1348  HISTORY     - 1968     GOOD             MSHD
 DJ1348  HISTORY     - 20080221 GOOD             MSDOT
 DJ1348
 DJ1348                          STATION DESCRIPTION
 DJ1348
 DJ1348'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1348'4.7 MI SE FROM CARROLLTON.
 DJ1348'THE MARK IS LOCATED 4.7 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1348'CARROLLTON IN THE NORTHWEST ANGLE OF A CROSSROADS, 6.8 MILES NORTHWEST
 DJ1348'OF WINONA IN THE SOUTHEAST 1/4 OF SECTION 23, T 19N, R 4E. IT IS 45.5
 DJ1348'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 62 FEET NORTHWEST OF THE
 DJ1348'CENTER OF THE CROSSROADS, 55.5 FEET NORTH NORTHEAST OF HIGHWAY STATION
 DJ1348'NO. 1066+00, 16.5 FEET SOUTHWEST OF A FENCE CORNER, 35 FEET WEST OF
 DJ1348'THE CENTER OF A NARROW GRAVELED ROAD, 85.5 FEET SOUTHWEST OF A FENCE
 DJ1348'CORNER, 35 FEET WEST OF THE CENTER OF A NARROW GRAVELED ROAD, 85.5
 DJ1348'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE ASBESTOS SIDING
 DJ1348'HOUSE, 6 FEET SOUTH OF A FENCE, 3 FEET WEST OF TELEPHONE CABLE POLE
 DJ1348'NO. 108, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF
 DJ1348'A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 DJ1348'PROJECTS 2 INCHES.  TO REACH FROM THE CARROLL COUNTY COURTHOUSE IN
 DJ1348'CARROLLTON GO SOUTH ON MISSISSIPPI HIGHWAY 17 FOR 0.7 MILE TO THE
 DJ1348'INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON
 DJ1348'U.S. HIGHWAY 82 FOR 4.6 MILES TO A CROSSROADS AND THE MARK ON THE LEFT
 DJ1348'AS DESCRIBED.
 DJ1348
 DJ1348                          STATION RECOVERY (2008)
 DJ1348
 DJ1348'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1346 ***********************************************************************
 DJ1346  DESIGNATION -  82 V 113
 DJ1346  PID         -  DJ1346
 DJ1346  STATE/COUNTY-  MS/CARROLL
 DJ1346  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1346
 DJ1346                         *CURRENT SURVEY CONTROL
 DJ1346  ___________________________________________________________________
 DJ1346* NAD 83(1986)-  33 29 18.     (N)    089 48 56.     (W)     SCALED    
 DJ1346* NAVD 88     -       103.851  (meters)     340.72   (feet)  ADJUSTED  
 DJ1346  ___________________________________________________________________
 DJ1346  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DJ1346  DYNAMIC HT  -         103.742 (meters)     340.36  (feet)  COMP
 DJ1346  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DJ1346
 DJ1346  VERT ORDER  -  SECOND    CLASS 0
 DJ1346
 DJ1346.The horizontal coordinates were scaled from a topographic map and have
 DJ1346.an estimated accuracy of +/- 6 seconds.
 DJ1346
 DJ1346.The orthometric height was determined by differential leveling
 DJ1346.and adjusted in June 1991.
 DJ1346
 DJ1346.The geoid height was determined by GEOID03.
 DJ1346
 DJ1346.The dynamic height is computed by dividing the NAVD 88
 DJ1346.geopotential number by the normal gravity value computed on the
 DJ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1346.degrees latitude (g = 980.6199 gals.).
 DJ1346
 DJ1346.The modeled gravity was interpolated from observed gravity values.
 DJ1346
 DJ1346;                    North         East    Units  Estimated Accuracy
 DJ1346;SPC MS W     -   442,320.      748,120.      MT  (+/- 180 meters Scaled)
 DJ1346
 DJ1346                          SUPERSEDED SURVEY CONTROL
 DJ1346
 DJ1346  NGVD 29 (??/??/92)  103.849  (m)          340.71   (f) ADJ UNCH    2 0
 DJ1346
 DJ1346.Superseded values are not recommended for survey control.
 DJ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1346.See file dsdata.txt to determine how the superseded data were derived.
 DJ1346
 DJ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC383089(NAD 83)
 DJ1346_MARKER: DD = SURVEY DISK
 DJ1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1346_STAMPING: BM 82V-113 1965
 DJ1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1346+STABILITY: SURFACE MOTION
 DJ1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1346+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ1346
 DJ1346  HISTORY     - Date     Condition        Report By
 DJ1346  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1346  HISTORY     - 1968     GOOD             MSHD
 DJ1346  HISTORY     - 20080225 GOOD             MSDOT
 DJ1346
 DJ1346                          STATION DESCRIPTION
 DJ1346
 DJ1346'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1346'5.2 MI NW FROM WINONA.
 DJ1346'THE MARK IS LOCATED 5.2 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1346'WINONA ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 6.3 MILES
 DJ1346'SOUTHEAST OF CARROLLTON IN THE SOUTHWEST 1/4 OF SECTION 19, T 19N, R
 DJ1346'5E.  IT IS 52 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 75 FEET
 DJ1346'NORTHEAST OF HIGHWAY STATION NO. 1146+00, 29 FEET EAST OF THE CENTER
 DJ1346'OF THE GATE, 8 FEET NORTH OF A TELEPHONE CABLE, 115.5 FEET EAST
 DJ1346'NORTHEAST OF A TELEPHONE CABLE POLE, 107 FEET EAST OF A T FENCE
 DJ1346'CORNER, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST,
 DJ1346'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 DJ1346'HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF U.S.
 DJ1346'HIGHWAY 82 AND U.S. HIGHWAY 51 DIRECTLY ACROSS FROM THE HITCHING POST
 DJ1346'AT THE NORTHWEST EDGE OF WINONA, GO WEST ON U.S. HIGHWAY 82 FOR 2.8
 DJ1346'MILES TO THE CARROLL-MONTGOMERY COUNTY LINE.  CONTINUE WEST ON U.S.
 DJ1346'HIGHWAY 82 FOR 1.8 MILES TO A DOUBLE WOODEN GATE AND THE MARK ON THE
 DJ1346'RIGHT AS DESCRIBED.
 DJ1346
 DJ1346                          STATION RECOVERY (2008)
 DJ1346
 DJ1346'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1345 ***********************************************************************
 DJ1345  DESIGNATION -  82 V 114
 DJ1345  PID         -  DJ1345
 DJ1345  STATE/COUNTY-  MS/CARROLL
 DJ1345  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1345
 DJ1345                         *CURRENT SURVEY CONTROL
 DJ1345  ___________________________________________________________________
 DJ1345* NAD 83(1986)-  33 29 14.     (N)    089 48 02.     (W)     SCALED    
 DJ1345* NAVD 88     -       104.289  (meters)     342.15   (feet)  ADJUSTED  
 DJ1345  ___________________________________________________________________
 DJ1345  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DJ1345  DYNAMIC HT  -         104.179 (meters)     341.79  (feet)  COMP
 DJ1345  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DJ1345
 DJ1345  VERT ORDER  -  SECOND    CLASS 0
 DJ1345
 DJ1345.The horizontal coordinates were scaled from a topographic map and have
 DJ1345.an estimated accuracy of +/- 6 seconds.
 DJ1345
 DJ1345.The orthometric height was determined by differential leveling
 DJ1345.and adjusted in June 1991.
 DJ1345
 DJ1345.The geoid height was determined by GEOID03.
 DJ1345
 DJ1345.The dynamic height is computed by dividing the NAVD 88
 DJ1345.geopotential number by the normal gravity value computed on the
 DJ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1345.degrees latitude (g = 980.6199 gals.).
 DJ1345
 DJ1345.The modeled gravity was interpolated from observed gravity values.
 DJ1345
 DJ1345;                    North         East    Units  Estimated Accuracy
 DJ1345;SPC MS W     -   442,200.      749,510.      MT  (+/- 180 meters Scaled)
 DJ1345
 DJ1345                          SUPERSEDED SURVEY CONTROL
 DJ1345
 DJ1345  NGVD 29 (??/??/92)  104.284  (m)          342.14   (f) ADJ UNCH    2 0
 DJ1345
 DJ1345.Superseded values are not recommended for survey control.
 DJ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1345.See file dsdata.txt to determine how the superseded data were derived.
 DJ1345
 DJ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC397088(NAD 83)
 DJ1345_MARKER: DD = SURVEY DISK
 DJ1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1345_STAMPING: BM 82V -114 1965
 DJ1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1345+STABILITY: SURFACE MOTION
 DJ1345
 DJ1345  HISTORY     - Date     Condition        Report By
 DJ1345  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1345  HISTORY     - 1968     GOOD             MSHD
 DJ1345  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1345
 DJ1345                          STATION DESCRIPTION
 DJ1345
 DJ1345'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1345'4.4 MI NW FROM WINONA.
 DJ1345'THE MARK IS LOCATED 4.4 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1345'WINONA ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 7.1 MILES
 DJ1345'SOUTHEAST OF CARROLLTON IN THE NOWTHWEST 1/4 OF SECTION 29, T 19N, R
 DJ1345'5E.  IT IS 49 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 94 FEET
 DJ1345'SOUTH OF TELEPHONE CABLE POLE NO. 57, 75 FEET EAST OF A T FENCE
 DJ1345'CORNER, 94.5 FEET SOUTHEAST OF HIGHWAY STA. NO. 1192+00, 2 FEET NORTH
 DJ1345'OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 DJ1345'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 DJ1345'3 INCHES.  TO REACH FROM THE JUNCTION OF U.S HIGHWAY 82 AND U.S.
 DJ1345'HIGHWAY 51 DIRECTLY ACROSS FROM THE HITCHING POST AT THE NORTHWEST
 DJ1345'EDGE OF WINONA GO WEST ON U.S. HIGHWAY 82 FOR 0.9 MILE TO THE MARK ON
 DJ1345'THE LEFT AS DESCRIBED.
 DJ1345
 DJ1345                          STATION RECOVERY (2008)
 DJ1345
 DJ1345'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1345'MARK APPARENTLY DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1344 ***********************************************************************
 DJ1344  DESIGNATION -  82 V 115
 DJ1344  PID         -  DJ1344
 DJ1344  STATE/COUNTY-  MS/CARROLL
 DJ1344  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1344
 DJ1344                         *CURRENT SURVEY CONTROL
 DJ1344  ___________________________________________________________________
 DJ1344* NAD 83(1986)-  33 29 12.     (N)    089 47 09.     (W)     SCALED    
 DJ1344* NAVD 88     -       118.601  (meters)     389.11   (feet)  ADJUSTED  
 DJ1344  ___________________________________________________________________
 DJ1344  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DJ1344  DYNAMIC HT  -         118.477 (meters)     388.70  (feet)  COMP
 DJ1344  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 DJ1344
 DJ1344  VERT ORDER  -  SECOND    CLASS 0
 DJ1344
 DJ1344.The horizontal coordinates were scaled from a topographic map and have
 DJ1344.an estimated accuracy of +/- 6 seconds.
 DJ1344
 DJ1344.The orthometric height was determined by differential leveling
 DJ1344.and adjusted in June 1991.
 DJ1344
 DJ1344.The geoid height was determined by GEOID03.
 DJ1344
 DJ1344.The dynamic height is computed by dividing the NAVD 88
 DJ1344.geopotential number by the normal gravity value computed on the
 DJ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1344.degrees latitude (g = 980.6199 gals.).
 DJ1344
 DJ1344.The modeled gravity was interpolated from observed gravity values.
 DJ1344
 DJ1344;                    North         East    Units  Estimated Accuracy
 DJ1344;SPC MS W     -   442,150.      750,880.      MT  (+/- 180 meters Scaled)
 DJ1344
 DJ1344                          SUPERSEDED SURVEY CONTROL
 DJ1344
 DJ1344  NGVD 29 (??/??/92)  118.592  (m)          389.08   (f) ADJ UNCH    2 0
 DJ1344
 DJ1344.Superseded values are not recommended for survey control.
 DJ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1344.See file dsdata.txt to determine how the superseded data were derived.
 DJ1344
 DJ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC411087(NAD 83)
 DJ1344_MARKER: DD = SURVEY DISK
 DJ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1344_STAMPING: BM 82V-115 1965
 DJ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1344+STABILITY: SURFACE MOTION
 DJ1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1344+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ1344
 DJ1344  HISTORY     - Date     Condition        Report By
 DJ1344  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1344  HISTORY     - 1968     GOOD             MSHD
 DJ1344  HISTORY     - 20080225 GOOD             MSDOT
 DJ1344
 DJ1344                          STATION DESCRIPTION
 DJ1344
 DJ1344'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1344'3.5 MI NW FROM WINONA.
 DJ1344'THE MARK IS LOCATED 3.5 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1344'WINONA ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 JUST WEST OF THE
 DJ1344'MONTGOMERY-CARROLL COUNTY LINE, 7.9 MILES SOUTHEAST OF CARROLLTON IN
 DJ1344'THE NORTHWEST 1/4 OF SECTION 29, T 19N, R 5 E.  IT IS 56 FEET NORTH OF
 DJ1344'THE CENTER OF U.S. HIGHWAY 82, 66 FEET NORTH NORTHEAST OF HIGHWAY
 DJ1344'STATION NO. 1239+00, 28 FEET NORTHEAST OF TELEPHONE CABLE POLE NO. 38,
 DJ1344'15 FEET SOUTH OF A 12 INCH TWIN GUM, 11 FEET NORTH OF A TELEPHONE
 DJ1344'CABLE, 1.5 FEET WEST SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP
 DJ1344'OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DJ1344'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE JUNCTION OF U.S.
 DJ1344'HIGWHAY 82 AND U.S. HIGHWAY 51 DIRECTLY ACROSS FROM THE HITCHING POST
 DJ1344'AT THE NORTHWEST EDGE OF WINONA GO WEST ON U.S. HIGHWAY 82 FOR 2.85
 DJ1344'MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1344
 DJ1344                          STATION RECOVERY (2008)
 DJ1344
 DJ1344'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1343 ***********************************************************************
 DJ1343  DESIGNATION -  82 V 116
 DJ1343  PID         -  DJ1343
 DJ1343  STATE/COUNTY-  MS/MONTGOMERY
 DJ1343  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1343
 DJ1343                         *CURRENT SURVEY CONTROL
 DJ1343  ___________________________________________________________________
 DJ1343* NAD 83(1986)-  33 29 10.     (N)    089 46 24.     (W)     SCALED    
 DJ1343* NAVD 88     -       134.178  (meters)     440.22   (feet)  ADJUSTED  
 DJ1343  ___________________________________________________________________
 DJ1343  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DJ1343  DYNAMIC HT  -         134.037 (meters)     439.75  (feet)  COMP
 DJ1343  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DJ1343
 DJ1343  VERT ORDER  -  SECOND    CLASS 0
 DJ1343
 DJ1343.The horizontal coordinates were scaled from a topographic map and have
 DJ1343.an estimated accuracy of +/- 6 seconds.
 DJ1343
 DJ1343.The orthometric height was determined by differential leveling
 DJ1343.and adjusted in June 1991.
 DJ1343
 DJ1343.The geoid height was determined by GEOID03.
 DJ1343
 DJ1343.The dynamic height is computed by dividing the NAVD 88
 DJ1343.geopotential number by the normal gravity value computed on the
 DJ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1343.degrees latitude (g = 980.6199 gals.).
 DJ1343
 DJ1343.The modeled gravity was interpolated from observed gravity values.
 DJ1343
 DJ1343;                    North         East    Units  Estimated Accuracy
 DJ1343;SPC MS W     -   442,090.      752,040.      MT  (+/- 180 meters Scaled)
 DJ1343
 DJ1343                          SUPERSEDED SURVEY CONTROL
 DJ1343
 DJ1343  NGVD 29 (??/??/92)  134.165  (m)          440.17   (f) ADJ UNCH    2 0
 DJ1343
 DJ1343.Superseded values are not recommended for survey control.
 DJ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1343.See file dsdata.txt to determine how the superseded data were derived.
 DJ1343
 DJ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC423086(NAD 83)
 DJ1343_MARKER: DD = SURVEY DISK
 DJ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1343_STAMPING: BM 82V-116 1965
 DJ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1343+STABILITY: SURFACE MOTION
 DJ1343
 DJ1343  HISTORY     - Date     Condition        Report By
 DJ1343  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1343  HISTORY     - 1968     GOOD             MSHD
 DJ1343  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1343
 DJ1343                          STATION DESCRIPTION
 DJ1343
 DJ1343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1343'2.4 MI NW FROM WINONA.
 DJ1343'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF WINONA ON THE SOUTH
 DJ1343'RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE NORTHEAST 1/4 OF SECTION 28, T
 DJ1343'19N, R 5E.  IT IS 40.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82,
 DJ1343'2.5 FEET EAST OF A 36 INCH HICKORY, 1 FOOT EAST OF A METAL WITNESS
 DJ1343'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET
 DJ1343'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM
 DJ1343'THE U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR 0.3 MILE
 DJ1343'TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN RIGHT (NORTH) AND
 DJ1343'CONTINUE ON U.S. HIGHWAY 51 FOR 0.35 MILE TO THE JUNCTION OF U.S.
 DJ1343'HIGHWAY 82 DIRECTLY ACROSS FROM THE HITCHING POST RESTAURANT.  TURN
 DJ1343'LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.7 MILES TO 1-55.
 DJ1343'CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.55 MILE TO THE MARK ON THE
 DJ1343'LEFT.
 DJ1343
 DJ1343                          STATION RECOVERY (2008)
 DJ1343
 DJ1343'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1343'MARK APPARENTLY DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1342 ***********************************************************************
 DJ1342  DESIGNATION -  82 V 117 RESET
 DJ1342  PID         -  DJ1342
 DJ1342  STATE/COUNTY-  MS/MONTGOMERY
 DJ1342  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1342
 DJ1342                         *CURRENT SURVEY CONTROL
 DJ1342  ___________________________________________________________________
 DJ1342* NAD 83(1986)-  33 29 12.     (N)    089 45 30.     (W)     SCALED    
 DJ1342* NAVD 88     -       147.248  (meters)     483.10   (feet)  ADJUSTED  
 DJ1342  ___________________________________________________________________
 DJ1342  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DJ1342  DYNAMIC HT  -         147.094 (meters)     482.59  (feet)  COMP
 DJ1342  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DJ1342
 DJ1342  VERT ORDER  -  SECOND    CLASS 0
 DJ1342
 DJ1342.The horizontal coordinates were scaled from a topographic map and have
 DJ1342.an estimated accuracy of +/- 6 seconds.
 DJ1342
 DJ1342.The orthometric height was determined by differential leveling
 DJ1342.and adjusted in June 1991.
 DJ1342
 DJ1342.The geoid height was determined by GEOID03.
 DJ1342
 DJ1342.The dynamic height is computed by dividing the NAVD 88
 DJ1342.geopotential number by the normal gravity value computed on the
 DJ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1342.degrees latitude (g = 980.6199 gals.).
 DJ1342
 DJ1342.The modeled gravity was interpolated from observed gravity values.
 DJ1342
 DJ1342;                    North         East    Units  Estimated Accuracy
 DJ1342;SPC MS W     -   442,160.      753,440.      MT  (+/- 180 meters Scaled)
 DJ1342
 DJ1342                          SUPERSEDED SURVEY CONTROL
 DJ1342
 DJ1342  NGVD 29 (??/??/92)  147.232  (m)          483.04   (f) ADJ UNCH    2 0
 DJ1342
 DJ1342.Superseded values are not recommended for survey control.
 DJ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1342.See file dsdata.txt to determine how the superseded data were derived.
 DJ1342
 DJ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC437086(NAD 83)
 DJ1342_MARKER: DD = SURVEY DISK
 DJ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1342_SP_SET: CONCRETE POST
 DJ1342_STAMPING: BM 82 V-117 1965 RESET 1966
 DJ1342_MARK LOGO: MSHD  
 DJ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1342+STABILITY: SURFACE MOTION
 DJ1342
 DJ1342  HISTORY     - Date     Condition        Report By
 DJ1342  HISTORY     - 1966     MONUMENTED       MSHD
 DJ1342  HISTORY     - 1968     GOOD             MSHD
 DJ1342  HISTORY     - 19860306 GOOD             NGS
 DJ1342  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1342
 DJ1342                          STATION DESCRIPTION
 DJ1342
 DJ1342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1342'1.5 MI NW FROM WINONA.
 DJ1342'THE MARK IS LOCATED 1.5 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1342'WINONA, 0.35 MILE EAST OF 1-55 ON THE SOUTH RIGHT-OF-WAY OF U.S.
 DJ1342'HIGHWAY 82 AND IS NEAR THE CENTER OF THE NORTH SIDE OF SECTION 27, T
 DJ1342'19N, R 5E.  IT IS 48.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 61
 DJ1342'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 36 FEET WEST OF THE
 DJ1342'EXTENDED WEST WALL OF THE TELEPHONE BUILDING, 101 FEET NORTHWEST OF
 DJ1342'THE NORTHWEST CORNER OF THE TEXACO SERVICE STATION, 14.5 FEET
 DJ1342'NORTHWEST OF A TEXACO SIGN, 29 FEET NORTH NORTHEAST OF A POWER LINE
 DJ1342'POLE WITH A TRASFORMER ON IT, 3 FEET NORTHWEST OF A RIGHT-OF-WAY
 DJ1342'MARKER, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF
 DJ1342'A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 DJ1342'PROJECTS 4 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 DJ1342'82 DIRECTLY ACROSS FROM THE HITCHING POST RESTAURANT AT THE WEST EDGE
 DJ1342'OF WINONA, GO WEST ON U.S. HIGHWAY 82 FOR 1.2 MILES TO A WHITE BLOCK
 DJ1342'BUILDING BELONGING TO THE SOUTHERN BELL TELEPHONE COMPANY ON THE RIGHT
 DJ1342'AND A TEXACO SERVICE STATION AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ1342
 DJ1342                          STATION RECOVERY (1986)
 DJ1342
 DJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DJ1342'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 DJ1342'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.
 DJ1342
 DJ1342                          STATION RECOVERY (2008)
 DJ1342
 DJ1342'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1342'MARK APPARENTLY DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2122 ***********************************************************************
 DJ2122  DESIGNATION -  82 V 117 RESET
 DJ2122  PID         -  DJ2122
 DJ2122  STATE/COUNTY-  MS/MONTGOMERY
 DJ2122  USGS QUAD   -  BAILEY LAKE (1982)
 DJ2122
 DJ2122                         *CURRENT SURVEY CONTROL
 DJ2122  ___________________________________________________________________
 DJ2122* NAD 83(1986)-  33 29 12.     (N)    089 45 30.     (W)     SCALED    
 DJ2122* NAVD 88     -       147.78   (meters)     484.8    (feet)  RESET     
 DJ2122  ___________________________________________________________________
 DJ2122  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DJ2122  VERT ORDER  -  THIRD
 DJ2122
 DJ2122.The horizontal coordinates were scaled from a topographic map and have
 DJ2122.an estimated accuracy of +/- 6 seconds.
 DJ2122
 DJ2122.The orthometric height was computed from unverified reset data.
 DJ2122.No vertical observational check was made to the station.
 DJ2122
 DJ2122.The geoid height was determined by GEOID03.
 DJ2122
 DJ2122;                    North         East    Units  Estimated Accuracy
 DJ2122;SPC MS W     -   442,160.      753,440.      MT  (+/- 180 meters Scaled)
 DJ2122
 DJ2122                          SUPERSEDED SURVEY CONTROL
 DJ2122
 DJ2122  NGVD 29 (08/12/04)  147.76   (m)          484.8    (f) RESET       3  
 DJ2122
 DJ2122.Superseded values are not recommended for survey control.
 DJ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2122.See file dsdata.txt to determine how the superseded data were derived.
 DJ2122
 DJ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC437086(NAD 83)
 DJ2122_MARKER: DB = BENCH MARK DISK
 DJ2122_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2122+WITH SETTING: PAVEMENT
 DJ2122_SP_SET: GAS STATION APRON
 DJ2122_STAMPING: 82 V 117 RESET 1986
 DJ2122_MARK LOGO: NGS   
 DJ2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2122+STABILITY: SURFACE MOTION
 DJ2122
 DJ2122  HISTORY     - Date     Condition        Report By
 DJ2122  HISTORY     - 1986     MONUMENTED       NGS
 DJ2122
 DJ2122                          STATION DESCRIPTION
 DJ2122
 DJ2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DJ2122'1.4 MILES WEST ALONG U.S. HIGHWAY 82 FROM JUNCTION OF U.S. HIGHWAY 51
 DJ2122'IN WINONA OR 0.3 MILE EAST ALONG U.S. HIGHWAY 82 FROM JUNCTION OF
 DJ2122'INTERSTATE HIGHWAY 55 TO A CHEVRON STATION AND STORE AND MARK ON
 DJ2122'SOUTH SIDE OF HIGHWAY, 109.5 FT (33.4 M) SOUTH OF THE PRESENT HIGHWAY
 DJ2122'(WILL BE CENTER OF WEST BOUND LANES), 54.4 FT (16.6 M) WEST OF THE
 DJ2122'NORTHWEST CORNER OF STORE, 74.4 FT (22.7 M) NORTHWEST OF THE
 DJ2122'SOUTHWEST CORNER OF STORE, 0.6 FT (0.2 M) EAST OF THE WEST EDGE OF
 DJ2122'CONCRETE APRON AND ON THE EXTENDED PLANE OF THE NORTH SIDE OF STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1341 ***********************************************************************
 DJ1341  DESIGNATION -  82 V 118
 DJ1341  PID         -  DJ1341
 DJ1341  STATE/COUNTY-  MS/MONTGOMERY
 DJ1341  USGS QUAD   -  BAILEY LAKE (1982)
 DJ1341
 DJ1341                         *CURRENT SURVEY CONTROL
 DJ1341  ___________________________________________________________________
 DJ1341* NAD 83(1986)-  33 29 12.     (N)    089 45 01.     (W)     SCALED    
 DJ1341* NAVD 88     -       142.619  (meters)     467.91   (feet)  ADJUSTED  
 DJ1341  ___________________________________________________________________
 DJ1341  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DJ1341  DYNAMIC HT  -         142.470 (meters)     467.42  (feet)  COMP
 DJ1341  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DJ1341
 DJ1341  VERT ORDER  -  SECOND    CLASS 0
 DJ1341
 DJ1341.The horizontal coordinates were scaled from a topographic map and have
 DJ1341.an estimated accuracy of +/- 6 seconds.
 DJ1341
 DJ1341.The orthometric height was determined by differential leveling
 DJ1341.and adjusted in June 1991.
 DJ1341
 DJ1341.The geoid height was determined by GEOID03.
 DJ1341
 DJ1341.The dynamic height is computed by dividing the NAVD 88
 DJ1341.geopotential number by the normal gravity value computed on the
 DJ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1341.degrees latitude (g = 980.6199 gals.).
 DJ1341
 DJ1341.The modeled gravity was interpolated from observed gravity values.
 DJ1341
 DJ1341;                    North         East    Units  Estimated Accuracy
 DJ1341;SPC MS W     -   442,160.      754,190.      MT  (+/- 180 meters Scaled)
 DJ1341
 DJ1341                          SUPERSEDED SURVEY CONTROL
 DJ1341
 DJ1341  NGVD 29 (??/??/92)  142.602  (m)          467.85   (f) ADJ UNCH    2 0
 DJ1341
 DJ1341.Superseded values are not recommended for survey control.
 DJ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1341.See file dsdata.txt to determine how the superseded data were derived.
 DJ1341
 DJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC444086(NAD 83)
 DJ1341_MARKER: DD = SURVEY DISK
 DJ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1341_STAMPING: BM 82V-118 1965
 DJ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1341+STABILITY: SURFACE MOTION
 DJ1341
 DJ1341  HISTORY     - Date     Condition        Report By
 DJ1341  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1341  HISTORY     - 1968     GOOD             MSHD
 DJ1341  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1341
 DJ1341                          STATION DESCRIPTION
 DJ1341
 DJ1341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1341'1.0 MI NW FROM WINONA.
 DJ1341'THE MARK IS LOCATED 1 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1341'WINONA ON THE SOUTH SIDE OF U.S. HIGHWAY 82 ON PROPERTY OWNED BY MR.
 DJ1341'G. GLENN AND IS IN THE NORTHEAST 1/4 OF SECTION 27, T 19N, R 5E.  IT
 DJ1341'IS 131.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 26.5 FEET
 DJ1341'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 16 FEET
 DJ1341'SOUTH SOUTHWEST OF A TRIPLE GUM, 52 FEET WEST OF A POWER LINE SERVICE
 DJ1341'POLE, 43 FEET WEST NORTHWEST OF A 20 INCH OAK, 1.5 FEET WEST OF A
 DJ1341'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DJ1341'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO
 DJ1341'REACH FROM THE U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR
 DJ1341'0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN RIGHT (NORTH)
 DJ1341'AND CONTINUE ON U.S. HIGHWAY 51 FOR 0.35 MILE TO THE JUNCTION OF U.S.
 DJ1341'HIGHWAY 82 DIRECTLY ACROSS FROM THE HITCHING POST RESTAURANT.  TURN
 DJ1341'LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.55 MILE TO A
 DJ1341'CROSSROADS.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.25 MILE TO A WHITE
 DJ1341'FRAME HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ1341
 DJ1341                          STATION RECOVERY (2008)
 DJ1341
 DJ1341'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1340 ***********************************************************************
 DJ1340  DESIGNATION -  82 V 119 RESET 1967
 DJ1340  PID         -  DJ1340
 DJ1340  STATE/COUNTY-  MS/MONTGOMERY
 DJ1340  USGS QUAD   -  WINONA (1966)
 DJ1340
 DJ1340                         *CURRENT SURVEY CONTROL
 DJ1340  ___________________________________________________________________
 DJ1340* NAD 83(1986)-  33 29 15.     (N)    089 44 14.     (W)     SCALED    
 DJ1340* NAVD 88     -       125.59   (meters)     412.0    (feet)  RESET     
 DJ1340  ___________________________________________________________________
 DJ1340  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DJ1340  VERT ORDER  -  THIRD
 DJ1340
 DJ1340.The horizontal coordinates were scaled from a topographic map and have
 DJ1340.an estimated accuracy of +/- 6 seconds.
 DJ1340
 DJ1340.The orthometric height was computed from unverified reset data.
 DJ1340
 DJ1340.The geoid height was determined by GEOID03.
 DJ1340
 DJ1340;                    North         East    Units  Estimated Accuracy
 DJ1340;SPC MS W     -   442,260.      755,400.      MT  (+/- 180 meters Scaled)
 DJ1340
 DJ1340                          SUPERSEDED SURVEY CONTROL
 DJ1340
 DJ1340  NGVD 29 (??/??/??)  125.57   (m)          412.0    (f) RESET       3  
 DJ1340
 DJ1340.Superseded values are not recommended for survey control.
 DJ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1340.See file dsdata.txt to determine how the superseded data were derived.
 DJ1340
 DJ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC456086(NAD 83)
 DJ1340_MARKER: DD = SURVEY DISK
 DJ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1340_STAMPING: 82V-119 1965 RESET 1967
 DJ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1340+STABILITY: SURFACE MOTION
 DJ1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1340+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ1340
 DJ1340  HISTORY     - Date     Condition        Report By
 DJ1340  HISTORY     - 1967     MONUMENTED       MSHD
 DJ1340  HISTORY     - 1968     GOOD             MSHD
 DJ1340  HISTORY     - 20080225 GOOD             MSDOT
 DJ1340
 DJ1340                          STATION DESCRIPTION
 DJ1340
 DJ1340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1340'0.5 MI NW FROM WINONA.
 DJ1340'THE MARK IS LOCATED 0.5 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1340'WINONA, 0.05 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 82 WEST AND
 DJ1340'U.S. HIGHWAY 51 IN A ROW OF LOW WOODEN POST MARKING THE RIGHT-OF-WAY
 DJ1340'FOR U.S. HIGHWAY 82 AND IS IN THE SOUTHEAST 1/4 OF SECTION 23, T 19N,
 DJ1340'R 5E.  IT IS 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 104 FEET
 DJ1340'EAST OF THE CENTER OF A BLACKTOP STREET, 118 FEET NORTHEAST OF THE
 DJ1340'CENTER OF A T INTERSECTION 24 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY
 DJ1340'MARKER, 122.5 FEET NORTH OF A POWER LINE POLE WITH A LAMP AND TWIN
 DJ1340'TRANSFORMERS ON IT, 40.5 FEET WEST OF THE EXTENDED WEST WALL OF A
 DJ1340'FRAME HOUSE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 DJ1340'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 DJ1340'WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN WINONA GO WEST
 DJ1340'ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTON OF U.S. HIGHWAY 51.
 DJ1340'TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 0.35 MILE TO
 DJ1340'THE JUNCTION OF U.S. HIGHWAY 82 WEST DIRECTLY ACROSS FROM THE HITCHING
 DJ1340'POST RESTAURANT.  TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DJ1340'0.05 MILE TO A SIDE STREET AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1340
 DJ1340                          STATION RECOVERY (2008)
 DJ1340
 DJ1340'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0639 ***********************************************************************
 DJ0639  DESIGNATION -  82 V 12
 DJ0639  PID         -  DJ0639
 DJ0639  STATE/COUNTY-  MS/LOWNDES
 DJ0639  USGS QUAD   -  NEW HOPE (1987)
 DJ0639
 DJ0639                         *CURRENT SURVEY CONTROL
 DJ0639  ___________________________________________________________________
 DJ0639* NAD 83(1986)-  33 29 34.     (N)    088 20 59.     (W)     SCALED    
 DJ0639* NAVD 88     -        59.365  (meters)     194.77   (feet)  ADJUSTED  
 DJ0639  ___________________________________________________________________
 DJ0639  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0639  DYNAMIC HT  -          59.302 (meters)     194.56  (feet)  COMP
 DJ0639  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DJ0639
 DJ0639  VERT ORDER  -  SECOND    CLASS 0
 DJ0639
 DJ0639.The horizontal coordinates were scaled from a topographic map and have
 DJ0639.an estimated accuracy of +/- 6 seconds.
 DJ0639
 DJ0639.The orthometric height was determined by differential leveling
 DJ0639.and adjusted in June 1991.
 DJ0639
 DJ0639.The geoid height was determined by GEOID03.
 DJ0639
 DJ0639.The dynamic height is computed by dividing the NAVD 88
 DJ0639.geopotential number by the normal gravity value computed on the
 DJ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0639.degrees latitude (g = 980.6199 gals.).
 DJ0639
 DJ0639.The modeled gravity was interpolated from observed gravity values.
 DJ0639
 DJ0639;                    North         East    Units  Estimated Accuracy
 DJ0639;SPC MS E     -   442,800.      344,940.      MT  (+/- 180 meters Scaled)
 DJ0639
 DJ0639                          SUPERSEDED SURVEY CONTROL
 DJ0639
 DJ0639  NGVD 29 (??/??/92)   59.33   (m)          194.7    (f) COMPUTED    2 0
 DJ0639
 DJ0639.Superseded values are not recommended for survey control.
 DJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0639.See file dsdata.txt to determine how the superseded data were derived.
 DJ0639
 DJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC746067(NAD 83)
 DJ0639_MARKER: DD = SURVEY DISK
 DJ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0639_STAMPING: 82V-12 1964
 DJ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0639+STABILITY: SURFACE MOTION
 DJ0639
 DJ0639  HISTORY     - Date     Condition        Report By
 DJ0639  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0639  HISTORY     - 1965     GOOD             MSHD
 DJ0639
 DJ0639                          STATION DESCRIPTION
 DJ0639
 DJ0639'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0639'2.3 MI E FROM COLUMBUS.
 DJ0639'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0639'HIGHWAY 69 IN COLUMBUS, GO EAST ON HIGHWAY 82 FOR 2.3 MILES TO A
 DJ0639'GRAVEL ROAD ON THE RIGHT AND THE MARK.  THE MARK IS A DISK SET IN THE
 DJ0639'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 45 FEET SOUTH OF THE
 DJ0639'CENTERLINE OF THE HIGHWAY, 31 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 DJ0639'LEADING SOUTH, 2 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER, 25 FEET
 DJ0639'SOUTHEAST OF THE EAST END OF AN 18-INCH CONCRETE SIDE DRAIN PIPE, 2
 DJ0639'FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 DJ0639'HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1283 ***********************************************************************
 DK1283  DESIGNATION -  82 V 12 W RESET
 DK1283  PID         -  DK1283
 DK1283  STATE/COUNTY-  MS/WASHINGTON
 DK1283  USGS QUAD   -  WAYSIDE (1970)
 DK1283
 DK1283                         *CURRENT SURVEY CONTROL
 DK1283  ___________________________________________________________________
 DK1283* NAD 83(1986)-  33 21 03.     (N)    091 05 29.     (W)     SCALED    
 DK1283* NAVD 88     -        37.90   (+/-2cm)     124.3    (feet)  VERTCON   
 DK1283  ___________________________________________________________________
 DK1283  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1283  VERT ORDER  -  THIRD (See Below)
 DK1283
 DK1283.The horizontal coordinates were scaled from a topographic map and have
 DK1283.an estimated accuracy of +/- 6 seconds.
 DK1283
 DK1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1283.The vertical order pertains to the NGVD 29 superseded value.
 DK1283
 DK1283.The geoid height was determined by GEOID03.
 DK1283
 DK1283;                    North         East    Units  Estimated Accuracy
 DK1283;SPC MS W     -   427,200.      629,440.      MT  (+/- 180 meters Scaled)
 DK1283
 DK1283                          SUPERSEDED SURVEY CONTROL
 DK1283
 DK1283  NGVD 29 (??/??/??)   37.96   (m)          124.5    (f) RESET       3  
 DK1283
 DK1283.Superseded values are not recommended for survey control.
 DK1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1283.See file dsdata.txt to determine how the superseded data were derived.
 DK1283
 DK1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS775918(NAD 83)
 DK1283_MARKER: DB = BENCH MARK DISK
 DK1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1283_STAMPING: 82V12W RESET 1973
 DK1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1283+STABILITY: SURFACE MOTION
 DK1283
 DK1283  HISTORY     - Date     Condition        Report By
 DK1283  HISTORY     - 1973     MONUMENTED       NGS
 DK1283
 DK1283                          STATION DESCRIPTION
 DK1283
 DK1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1283'5.15 MI SW FROM GREENVILLE.
 DK1283'LOCATED 5.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1283'INTERSECTION WITH STATE HIGHWAY 1 IN GREENVILLE, OR 4.5 MILES
 DK1283'NORTHEAST ALONG U.S. HIGHWAY 82 FROM THE EAST END OF THE MISSISSIPPI
 DK1283'RIVER BRIDGE, 384.5 FEET SOUTH OF THE CENTER OF A ROAD LEADING WEST
 DK1283'FROM A CROSSROADS, 234.5 FEET SOUTH OF THE PROJECTED PLANE OF THE
 DK1283'SOUTH WALL OF THE JETERS GROCERY STORE, 58 FEET WEST OF THE CENTER OF
 DK1283'U.S. HIGHWAY 82, 3 FEET WEST OF A POWER POLE, 1 FOOT EAST OF A FENCE
 DK1283'LINE AT THE EAST SIDE OF A PASTURE, AND 1 FOOT NORTH OF A METAL
 DK1283'WITNESS POST.  IT IS A BENCH MARK DISK SET IN THE TOP OF A 12-INCH
 DK1283'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1338 ***********************************************************************
 DJ1338  DESIGNATION -  82 V 120
 DJ1338  PID         -  DJ1338
 DJ1338  STATE/COUNTY-  MS/MONTGOMERY
 DJ1338  USGS QUAD   -  WINONA (1966)
 DJ1338
 DJ1338                         *CURRENT SURVEY CONTROL
 DJ1338  ___________________________________________________________________
 DJ1338* NAD 83(1986)-  33 29 53.     (N)    089 44 09.     (W)     SCALED    
 DJ1338* NAVD 88     -       131.346  (meters)     430.92   (feet)  ADJUSTED  
 DJ1338  ___________________________________________________________________
 DJ1338  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DJ1338  DYNAMIC HT  -         131.208 (meters)     430.47  (feet)  COMP
 DJ1338  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DJ1338
 DJ1338  VERT ORDER  -  SECOND    CLASS 0
 DJ1338
 DJ1338.The horizontal coordinates were scaled from a topographic map and have
 DJ1338.an estimated accuracy of +/- 6 seconds.
 DJ1338
 DJ1338.The orthometric height was determined by differential leveling
 DJ1338.and adjusted in June 1991.
 DJ1338
 DJ1338.The geoid height was determined by GEOID03.
 DJ1338
 DJ1338.The dynamic height is computed by dividing the NAVD 88
 DJ1338.geopotential number by the normal gravity value computed on the
 DJ1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1338.degrees latitude (g = 980.6199 gals.).
 DJ1338
 DJ1338.The modeled gravity was interpolated from observed gravity values.
 DJ1338
 DJ1338;                    North         East    Units  Estimated Accuracy
 DJ1338;SPC MS W     -   443,440.      755,520.      MT  (+/- 180 meters Scaled)
 DJ1338
 DJ1338                          SUPERSEDED SURVEY CONTROL
 DJ1338
 DJ1338  NGVD 29 (??/??/92)  131.325  (m)          430.86   (f) ADJ UNCH    2 0
 DJ1338
 DJ1338.Superseded values are not recommended for survey control.
 DJ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1338.See file dsdata.txt to determine how the superseded data were derived.
 DJ1338
 DJ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC458098(NAD 83)
 DJ1338_MARKER: DD = SURVEY DISK
 DJ1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1338_SP_SET: CONCRETE POST
 DJ1338_STAMPING: BM 82V 120 1965
 DJ1338_MARK LOGO: MSHD  
 DJ1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1338+STABILITY: SURFACE MOTION
 DJ1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1338+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1988
 DJ1338
 DJ1338  HISTORY     - Date     Condition        Report By
 DJ1338  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1338  HISTORY     - 1968     GOOD             MSHD
 DJ1338  HISTORY     - 19860306 GOOD             NGS
 DJ1338  HISTORY     - 19881202 GOOD             MSHD
 DJ1338  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1338
 DJ1338                          STATION DESCRIPTION
 DJ1338
 DJ1338'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1338'1.1 MI NNW FROM WINONA.
 DJ1338'THE MARK IS LOCATED 1.1 MILES NORTH NORTHWEST OF THE APPROXIMATE
 DJ1338'CENTER OF WINONA IN THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S.
 DJ1338'HIGHWAY 82 EAST WITH U.S. HIGHWAY 51 IN THE NORTHEAST 1/4 OF SECTION
 DJ1338'23, T 19N, R 5E.  IT IS 115 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DJ1338'82, 55 FEET EAST OF THE CENTER OF U.S. HIGHWAY 51, 43 FEET NORTHWEST
 DJ1338'OF THE CENTER OF AN ENTRANCE LANE FOR U.S. HIGHWAY 82, 4 FEET NORTH OF
 DJ1338'A UTILITY POLE WITH GUY WIRES AND A TRANSFORMER, 134 FEET SOUTHEAST OF
 DJ1338'THE CENTER OF THE T INTERSECTION, 2 FEET SOUTH SOUTHWEST OF A METAL
 DJ1338'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT
 DJ1338'LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S.
 DJ1338'POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR 0.3 MILE TO THE
 DJ1338'INTERSECTION OF U.S. HIGHWAY 51.  TURN RIGHT NORTH AND CONTINUE ON
 DJ1338'U.S. HIGHWAY 51 FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82 EAST
 DJ1338'AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1338
 DJ1338                          STATION RECOVERY (1986)
 DJ1338
 DJ1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DJ1338'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 DJ1338'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.
 DJ1338
 DJ1338                          STATION RECOVERY (1988)
 DJ1338
 DJ1338'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1338'MARK WAS FOUND IN GOOD CONDITION BUT WAS GOING TO BE DESTROYED BY
 DJ1338'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 DJ1338'82V 120 RESET 1987.
 DJ1338
 DJ1338                          STATION RECOVERY (2008)
 DJ1338
 DJ1338'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1338'MARK DESTROYED IN 4 LANING OF HWY 82 AND RESET, SEE 82 V 120 RESET
 DJ1338'(PID DJ2127).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2127 ***********************************************************************
 DJ2127  DESIGNATION -  82 V 120 RESET
 DJ2127  PID         -  DJ2127
 DJ2127  STATE/COUNTY-  MS/MONTGOMERY
 DJ2127  USGS QUAD   -  WINONA (1966)
 DJ2127
 DJ2127                         *CURRENT SURVEY CONTROL
 DJ2127  ___________________________________________________________________
 DJ2127* NAD 83(1986)-  33 29 53.     (N)    089 44 10.     (W)     SCALED    
 DJ2127* NAVD 88     -       135.02   (meters)     443.0    (feet)  RESET     
 DJ2127  ___________________________________________________________________
 DJ2127  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DJ2127  VERT ORDER  -  THIRD
 DJ2127
 DJ2127.The horizontal coordinates were scaled from a topographic map and have
 DJ2127.an estimated accuracy of +/- 6 seconds.
 DJ2127
 DJ2127.The orthometric height was computed from unverified reset data.
 DJ2127.No vertical observational check was made to the station.
 DJ2127
 DJ2127.The geoid height was determined by GEOID03.
 DJ2127
 DJ2127;                    North         East    Units  Estimated Accuracy
 DJ2127;SPC MS W     -   443,440.      755,490.      MT  (+/- 180 meters Scaled)
 DJ2127
 DJ2127                          SUPERSEDED SURVEY CONTROL
 DJ2127
 DJ2127  NGVD 29 (08/12/04)  135.00   (m)          442.9    (f) RESET       3  
 DJ2127
 DJ2127.Superseded values are not recommended for survey control.
 DJ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2127.See file dsdata.txt to determine how the superseded data were derived.
 DJ2127
 DJ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC458098(NAD 83)
 DJ2127_MARKER: DD = SURVEY DISK
 DJ2127_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2127_SP_SET: BRIDGE ABUTMENT
 DJ2127_STAMPING: 82V 120 RESET 1987
 DJ2127_MARK LOGO: MSHD  
 DJ2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2127+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ2127
 DJ2127  HISTORY     - Date     Condition        Report By
 DJ2127  HISTORY     - 1987     MONUMENTED       MSHD
 DJ2127  HISTORY     - 20080225 GOOD             MSDOT
 DJ2127
 DJ2127                          STATION DESCRIPTION
 DJ2127
 DJ2127'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 DJ2127'1.0 MI (1.61 KM) NORTH OF THE CENTER OF WINONA, AT THE JUNCTION OF U
 DJ2127'.S. HIGHWAYS 82 AND 51. A STANDARD MSHD DISK SET IN A DRILL HOLE IN
 DJ2127'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF EAST BOUND
 DJ2127'BRIDGE OF HIGHWAY 82 OVER HIGHWAY 51, 43.0 FT (13.11 M) SOUTH OF THE
 DJ2127'CENTER OF BRIDGE, 16.5 FT (5.03 M) SOUTH OF THE SOUTHEAST CORNER OF
 DJ2127'BRIDGE AND ABOUT 4.0 FT (1.22 M) BELOW THE LEVEL OF HIGHWAY.
 DJ2127
 DJ2127                          STATION RECOVERY (2008)
 DJ2127
 DJ2127'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1337 ***********************************************************************
 DJ1337  DESIGNATION -  82 V 121
 DJ1337  PID         -  DJ1337
 DJ1337  STATE/COUNTY-  MS/MONTGOMERY
 DJ1337  USGS QUAD   -  WINONA (1966)
 DJ1337
 DJ1337                         *CURRENT SURVEY CONTROL
 DJ1337  ___________________________________________________________________
 DJ1337* NAD 83(1986)-  33 29 50.     (N)    089 43 33.     (W)     SCALED    
 DJ1337* NAVD 88     -       129.003  (meters)     423.24   (feet)  ADJUSTED  
 DJ1337  ___________________________________________________________________
 DJ1337  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DJ1337  DYNAMIC HT  -         128.868 (meters)     422.79  (feet)  COMP
 DJ1337  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DJ1337
 DJ1337  VERT ORDER  -  SECOND    CLASS 0
 DJ1337
 DJ1337.The horizontal coordinates were scaled from a topographic map and have
 DJ1337.an estimated accuracy of +/- 6 seconds.
 DJ1337
 DJ1337.The orthometric height was determined by differential leveling
 DJ1337.and adjusted in June 1991.
 DJ1337
 DJ1337.The geoid height was determined by GEOID03.
 DJ1337
 DJ1337.The dynamic height is computed by dividing the NAVD 88
 DJ1337.geopotential number by the normal gravity value computed on the
 DJ1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1337.degrees latitude (g = 980.6199 gals.).
 DJ1337
 DJ1337.The modeled gravity was interpolated from observed gravity values.
 DJ1337
 DJ1337;                    North         East    Units  Estimated Accuracy
 DJ1337;SPC MS W     -   443,350.      756,450.      MT  (+/- 180 meters Scaled)
 DJ1337
 DJ1337                          SUPERSEDED SURVEY CONTROL
 DJ1337
 DJ1337  NGVD 29 (??/??/92)  128.982  (m)          423.17   (f) ADJ UNCH    2 0
 DJ1337
 DJ1337.Superseded values are not recommended for survey control.
 DJ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1337.See file dsdata.txt to determine how the superseded data were derived.
 DJ1337
 DJ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC467097(NAD 83)
 DJ1337_MARKER: DD = SURVEY DISK
 DJ1337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ1337_SP_SET: BRIDGE ABUTMENT
 DJ1337_STAMPING: BM 82V 121 1965
 DJ1337_MARK LOGO: MSHD  
 DJ1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1337+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1988
 DJ1337
 DJ1337  HISTORY     - Date     Condition        Report By
 DJ1337  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1337  HISTORY     - 1968     GOOD             MSHD
 DJ1337  HISTORY     - 19880209 GOOD             MSHD
 DJ1337  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1337
 DJ1337                          STATION DESCRIPTION
 DJ1337
 DJ1337'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1337'1.2 MI NE FROM WINONA.
 DJ1337'THE MARK IS LOCATED 1.2 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 DJ1337'WINONA IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER
 DJ1337'THE ILLINOIS CENTRAL RAILROAD TRACK AND IS IN THE NORTHEAST 1/4 OF
 DJ1337'SECTION 25, T 19N, R 5E.  IT IS 1.5 FEET SOUTH OF THE CENTER OF U.S.
 DJ1337'HIGHWAY 82, 1.2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT 1.5 FEET
 DJ1337'WEST NORTHWEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE
 DJ1337'SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER THE ILLINOIS
 DJ1337'CENTRAL RAILROAD TRACK AND IS ABOUT LEVEL WITH THE HIGHWAY.  TO REACH
 DJ1337'FROM THE U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR 0.3
 DJ1337'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN RIGHT (NORTH) AND
 DJ1337'CONTINUE ON U.S. HIGHWAY 51 FOR 1.1 MILES TO THE JUNCTION OF U.S.
 DJ1337'HIGHWAY 82 EAST.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82
 DJ1337'FOR 0.55 MILE TO A CONCRETE BRIDGE OVER THE RAILROAD TRACK AND THE
 DJ1337'MARK ON THE RIGHT AS DESCRIBED.
 DJ1337
 DJ1337                          STATION RECOVERY (1988)
 DJ1337
 DJ1337'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1337'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 DJ1337'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 DJ1337'82V 121 RESET 1987.
 DJ1337
 DJ1337                          STATION RECOVERY (2008)
 DJ1337
 DJ1337'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1337'MARK DESTROYED IN 4 LANING OF HWY 82 AND RESET, SEE 82 V 121 RESET
 DJ1337'(PID DJ2128).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2128 ***********************************************************************
 DJ2128  DESIGNATION -  82 V 121 RESET
 DJ2128  PID         -  DJ2128
 DJ2128  STATE/COUNTY-  MS/MONTGOMERY
 DJ2128  USGS QUAD   -  WINONA (1966)
 DJ2128
 DJ2128                         *CURRENT SURVEY CONTROL
 DJ2128  ___________________________________________________________________
 DJ2128* NAD 83(1986)-  33 29 50.     (N)    089 43 33.     (W)     SCALED    
 DJ2128* NAVD 88     -       128.61   (meters)     421.9    (feet)  RESET     
 DJ2128  ___________________________________________________________________
 DJ2128  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DJ2128  VERT ORDER  -  THIRD
 DJ2128
 DJ2128.The horizontal coordinates were scaled from a topographic map and have
 DJ2128.an estimated accuracy of +/- 6 seconds.
 DJ2128
 DJ2128.The orthometric height was computed from unverified reset data.
 DJ2128.No vertical observational check was made to the station.
 DJ2128
 DJ2128.The geoid height was determined by GEOID03.
 DJ2128
 DJ2128;                    North         East    Units  Estimated Accuracy
 DJ2128;SPC MS W     -   443,350.      756,450.      MT  (+/- 180 meters Scaled)
 DJ2128
 DJ2128                          SUPERSEDED SURVEY CONTROL
 DJ2128
 DJ2128  NGVD 29 (08/12/04)  128.59   (m)          421.9    (f) RESET       3  
 DJ2128
 DJ2128.Superseded values are not recommended for survey control.
 DJ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2128.See file dsdata.txt to determine how the superseded data were derived.
 DJ2128
 DJ2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC467097(NAD 83)
 DJ2128_MARKER: DV = VERTICAL CONTROL DISK
 DJ2128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2128_SP_SET: BRIDGE ABUTMENT
 DJ2128_STAMPING: 82V 121 RESET 1987
 DJ2128_MARK LOGO: NGS   
 DJ2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2128+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ2128
 DJ2128  HISTORY     - Date     Condition        Report By
 DJ2128  HISTORY     - 1987     MONUMENTED       MSHD
 DJ2128  HISTORY     - 20080225 GOOD             MSDOT
 DJ2128
 DJ2128                          STATION DESCRIPTION
 DJ2128
 DJ2128'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 DJ2128'0.60 MI (0.97 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ2128'HIGHWAY 51, ABOUT 1.0 MI (1.61 KM) NORTH OF WINONA, TO THE MARK ON
 DJ2128'THE RIGHT, SET IN DRILL HOLE IN TOP OF THE SOUTH END OF THE EAST
 DJ2128'CONCRETE ABUTMENT OF EAST BOUND HIGHWAY 82 BRIDGE OVER THE ILLINOIS
 DJ2128'CENTRAL RAILROAD, 33.5 FT (10.21 M) SOUTH OF THE CENTER OF BRIDGE,
 DJ2128'11.0 FT (3.35 M) SOUTH OF THE SOUTHEAST CORNER OF BRIDGE AND ABOUT
 DJ2128'4.0 FT (1.22 M) BELOW LEVEL OF HIGHWAY.
 DJ2128
 DJ2128                          STATION RECOVERY (2008)
 DJ2128
 DJ2128'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1336 ***********************************************************************
 DJ1336  DESIGNATION -  82 V 122
 DJ1336  PID         -  DJ1336
 DJ1336  STATE/COUNTY-  MS/MONTGOMERY
 DJ1336  USGS QUAD   -  WINONA (1966)
 DJ1336
 DJ1336                         *CURRENT SURVEY CONTROL
 DJ1336  ___________________________________________________________________
 DJ1336* NAD 83(1986)-  33 29 40.     (N)    089 42 46.     (W)     SCALED    
 DJ1336* NAVD 88     -       124.250  (meters)     407.64   (feet)  ADJUSTED  
 DJ1336  ___________________________________________________________________
 DJ1336  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DJ1336  DYNAMIC HT  -         124.120 (meters)     407.22  (feet)  COMP
 DJ1336  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DJ1336
 DJ1336  VERT ORDER  -  SECOND    CLASS 0
 DJ1336
 DJ1336.The horizontal coordinates were scaled from a topographic map and have
 DJ1336.an estimated accuracy of +/- 6 seconds.
 DJ1336
 DJ1336.The orthometric height was determined by differential leveling
 DJ1336.and adjusted in June 1991.
 DJ1336
 DJ1336.The geoid height was determined by GEOID03.
 DJ1336
 DJ1336.The dynamic height is computed by dividing the NAVD 88
 DJ1336.geopotential number by the normal gravity value computed on the
 DJ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1336.degrees latitude (g = 980.6199 gals.).
 DJ1336
 DJ1336.The modeled gravity was interpolated from observed gravity values.
 DJ1336
 DJ1336;                    North         East    Units  Estimated Accuracy
 DJ1336;SPC MS W     -   443,050.      757,670.      MT  (+/- 180 meters Scaled)
 DJ1336
 DJ1336                          SUPERSEDED SURVEY CONTROL
 DJ1336
 DJ1336  NGVD 29 (??/??/92)  124.230  (m)          407.58   (f) ADJ UNCH    2 0
 DJ1336
 DJ1336.Superseded values are not recommended for survey control.
 DJ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1336.See file dsdata.txt to determine how the superseded data were derived.
 DJ1336
 DJ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC479093(NAD 83)
 DJ1336_MARKER: DD = SURVEY DISK
 DJ1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1336_STAMPING: BM 82V-122 1965
 DJ1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1336+STABILITY: SURFACE MOTION
 DJ1336
 DJ1336  HISTORY     - Date     Condition        Report By
 DJ1336  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1336  HISTORY     - 1968     GOOD             MSHD
 DJ1336  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1336
 DJ1336                          STATION DESCRIPTION
 DJ1336
 DJ1336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1336'1.5 MI NE FROM WINONA.
 DJ1336'THE MARK IS LOCATED 1.5 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 DJ1336'WINONA IN THE NORTHEAST ANGLE OF A CROSSROADS ON THE NORTH
 DJ1336'RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE SOUTHWEST 1/4 OF SECTION 19, T
 DJ1336'19N, R 6E.  IT IS 265 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS,
 DJ1336'51.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 110.5 FEET EAST
 DJ1336'SOUTHEAST OF THE EAST END OF THE SOUTH WALL OF CROUCHS GROCERY, 31.5
 DJ1336'FEET SOUTHEAST OF THE SOUTH CORNER OF A TIN BUILDING, 5 FEET SOUTHEAST
 DJ1336'OF A FENCE CORNER, 3.5 FEET SOUTH OF A FENCE, 2 FEET WEST NORTHWEST OF
 DJ1336'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DJ1336'ABOUT LEVEL WITH  THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH FROM THE
 DJ1336'U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR 0.3 MILE TO
 DJ1336'THE INTERSECTION OF U.S. HIGHWAY 51.  TURN RIGHT (NORTH) AND CONTINUE
 DJ1336'ON U.S. HIGHWAY 51 FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82
 DJ1336'EAST.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.45
 DJ1336'MILES TO A CROSSROADS WITH CROUCHS GROCERY AND THE MARK ON THE LEFT IN
 DJ1336'THE NORTHEAST ANGLE.
 DJ1336
 DJ1336                          STATION RECOVERY (2008)
 DJ1336
 DJ1336'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1336'MARK ASSUMED DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1335 ***********************************************************************
 DJ1335  DESIGNATION -  82 V 123
 DJ1335  PID         -  DJ1335
 DJ1335  STATE/COUNTY-  MS/MONTGOMERY
 DJ1335  USGS QUAD   -  WINONA (1966)
 DJ1335
 DJ1335                         *CURRENT SURVEY CONTROL
 DJ1335  ___________________________________________________________________
 DJ1335* NAD 83(1986)-  33 29 19.     (N)    089 42 04.     (W)     SCALED    
 DJ1335* NAVD 88     -       112.305  (meters)     368.45   (feet)  ADJUSTED  
 DJ1335  ___________________________________________________________________
 DJ1335  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DJ1335  DYNAMIC HT  -         112.187 (meters)     368.07  (feet)  COMP
 DJ1335  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DJ1335
 DJ1335  VERT ORDER  -  SECOND    CLASS 0
 DJ1335
 DJ1335.The horizontal coordinates were scaled from a topographic map and have
 DJ1335.an estimated accuracy of +/- 6 seconds.
 DJ1335
 DJ1335.The orthometric height was determined by differential leveling
 DJ1335.and adjusted in June 1991.
 DJ1335
 DJ1335.The geoid height was determined by GEOID03.
 DJ1335
 DJ1335.The dynamic height is computed by dividing the NAVD 88
 DJ1335.geopotential number by the normal gravity value computed on the
 DJ1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1335.degrees latitude (g = 980.6199 gals.).
 DJ1335
 DJ1335.The modeled gravity was interpolated from observed gravity values.
 DJ1335
 DJ1335;                    North         East    Units  Estimated Accuracy
 DJ1335;SPC MS W     -   442,410.      758,750.      MT  (+/- 180 meters Scaled)
 DJ1335
 DJ1335                          SUPERSEDED SURVEY CONTROL
 DJ1335
 DJ1335  NGVD 29 (??/??/92)  112.284  (m)          368.39   (f) ADJ UNCH    2 0
 DJ1335
 DJ1335.Superseded values are not recommended for survey control.
 DJ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1335.See file dsdata.txt to determine how the superseded data were derived.
 DJ1335
 DJ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC490087(NAD 83)
 DJ1335_MARKER: DD = SURVEY DISK
 DJ1335_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ1335_SP_SET: BRIDGE ABUTMENT
 DJ1335_STAMPING: BM 82V 123 1965
 DJ1335_MARK LOGO: MSHD  
 DJ1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1335+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1988
 DJ1335
 DJ1335  HISTORY     - Date     Condition        Report By
 DJ1335  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1335  HISTORY     - 1968     GOOD             MSHD
 DJ1335  HISTORY     - 19880209 GOOD             MSHD
 DJ1335  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1335
 DJ1335                          STATION DESCRIPTION
 DJ1335
 DJ1335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1335'1.9 MI NE FROM WINONA.
 DJ1335'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 DJ1335'WINONA IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE IN
 DJ1335'THE NORTHEAST 1/4 OF SECTION 30, T 19N, R 6E.  IT IS 15 FEET SOUTHWEST
 DJ1335'OF THE CENTER OF U.S. HIGHWAY 82, 1.1 FEET NORTHEAST OF THE SOUTHWEST
 DJ1335'END OF THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE, 1.5 FEET WEST OF A
 DJ1335'METAL WITNESS POST, 41.5 FEET NORTH OF TELEPHONE CABLE POLE NO. 106,
 DJ1335'SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A
 DJ1335'CONCRETE BRIDGE OVER HAYS CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.
 DJ1335'TO REACH FROM THE U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET
 DJ1335'FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN RIGHT
 DJ1335'(NORTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 1.1 MILES TO THE JUNCTION
 DJ1335'OF U.S. HIGHWAY 82 EAST.  TURN RIGHT (EAST) AND CONTINUE ON U.S.
 DJ1335'HIGHWAY 82 FOR 1.45 MILES TO A CROSSROADS WITH CROUCHS GROCERY IN THE
 DJ1335'NORTHEAST ANGLE.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 0.7 MILE
 DJ1335'TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1335
 DJ1335                          STATION RECOVERY (1988)
 DJ1335
 DJ1335'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1335'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED
 DJ1335'AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR 82V 123 RESET 1988.
 DJ1335
 DJ1335                          STATION RECOVERY (2008)
 DJ1335
 DJ1335'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1335'MARK DESTROYED IN 4 LANING OF HWY 82 AND RESET, SEE 82 V 123 RESET
 DJ1335'(PID DJ2129).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2129 ***********************************************************************
 DJ2129  DESIGNATION -  82 V 123 RESET
 DJ2129  PID         -  DJ2129
 DJ2129  STATE/COUNTY-  MS/MONTGOMERY
 DJ2129  USGS QUAD   -  WINONA (1966)
 DJ2129
 DJ2129                         *CURRENT SURVEY CONTROL
 DJ2129  ___________________________________________________________________
 DJ2129* NAD 83(1986)-  33 29 20.     (N)    089 42 05.     (W)     SCALED    
 DJ2129* NAVD 88     -       113.12   (meters)     371.1    (feet)  RESET     
 DJ2129  ___________________________________________________________________
 DJ2129  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DJ2129  VERT ORDER  -  THIRD
 DJ2129
 DJ2129.The horizontal coordinates were scaled from a topographic map and have
 DJ2129.an estimated accuracy of +/- 6 seconds.
 DJ2129
 DJ2129.The orthometric height was computed from unverified reset data.
 DJ2129.No vertical observational check was made to the station.
 DJ2129
 DJ2129.The geoid height was determined by GEOID03.
 DJ2129
 DJ2129;                    North         East    Units  Estimated Accuracy
 DJ2129;SPC MS W     -   442,440.      758,730.      MT  (+/- 180 meters Scaled)
 DJ2129
 DJ2129                          SUPERSEDED SURVEY CONTROL
 DJ2129
 DJ2129  NGVD 29 (08/12/04)  113.10   (m)          371.1    (f) RESET       3  
 DJ2129
 DJ2129.Superseded values are not recommended for survey control.
 DJ2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2129.See file dsdata.txt to determine how the superseded data were derived.
 DJ2129
 DJ2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC490087(NAD 83)
 DJ2129_MARKER: DV = VERTICAL CONTROL DISK
 DJ2129_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2129_SP_SET: BRIDGE ABUTMENT
 DJ2129_STAMPING: 82V 123 RESET 1988
 DJ2129_MARK LOGO: NGS   
 DJ2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2129+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ2129
 DJ2129  HISTORY     - Date     Condition        Report By
 DJ2129  HISTORY     - 1988     MONUMENTED       MSHD
 DJ2129  HISTORY     - 20080225 GOOD             MSDOT
 DJ2129
 DJ2129                          STATION DESCRIPTION
 DJ2129
 DJ2129'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ2129'2.25 MI (3.62 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ2129'HIGHWAY 51, ABOUT 1.0 MI (1.61 KM) NORTH OF THE CENTER OF WINONA, TO
 DJ2129'CONCRETE BRIDGE OVER CREEK AND MARK ON THE RIGHT, SET IN A DRILL HOLE
 DJ2129'IN TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 32.5 FT
 DJ2129'(9.91 M) SOUTH OF THE CENTER OF BRIDGE, 9.0 FT (2.74 M) SOUTH OF THE
 DJ2129'SOUTHEAST CORNER OF BRIDGE, 2.0 FT (0.61 M) WEST OF THE BRIDGE
 DJ2129'WINGWALL AND ABOUT 4.0 FT (1.22 M) BELOW THE LEVEL OF HIGHWAY.
 DJ2129
 DJ2129                          STATION RECOVERY (2008)
 DJ2129
 DJ2129'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1334 ***********************************************************************
 DJ1334  DESIGNATION -  82 V 124
 DJ1334  PID         -  DJ1334
 DJ1334  STATE/COUNTY-  MS/MONTGOMERY
 DJ1334  USGS QUAD   -  WINONA (1966)
 DJ1334
 DJ1334                         *CURRENT SURVEY CONTROL
 DJ1334  ___________________________________________________________________
 DJ1334* NAD 83(1986)-  33 29 03.     (N)    089 41 30.     (W)     SCALED    
 DJ1334* NAVD 88     -       142.839  (meters)     468.63   (feet)  ADJUSTED  
 DJ1334  ___________________________________________________________________
 DJ1334  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DJ1334  DYNAMIC HT  -         142.689 (meters)     468.14  (feet)  COMP
 DJ1334  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DJ1334
 DJ1334  VERT ORDER  -  SECOND    CLASS 0
 DJ1334
 DJ1334.The horizontal coordinates were scaled from a topographic map and have
 DJ1334.an estimated accuracy of +/- 6 seconds.
 DJ1334
 DJ1334.The orthometric height was determined by differential leveling
 DJ1334.and adjusted in June 1991.
 DJ1334
 DJ1334.The geoid height was determined by GEOID03.
 DJ1334
 DJ1334.The dynamic height is computed by dividing the NAVD 88
 DJ1334.geopotential number by the normal gravity value computed on the
 DJ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1334.degrees latitude (g = 980.6199 gals.).
 DJ1334
 DJ1334.The modeled gravity was interpolated from observed gravity values.
 DJ1334
 DJ1334;                    North         East    Units  Estimated Accuracy
 DJ1334;SPC MS W     -   441,920.      759,630.      MT  (+/- 180 meters Scaled)
 DJ1334
 DJ1334                          SUPERSEDED SURVEY CONTROL
 DJ1334
 DJ1334  NGVD 29 (??/??/92)  142.819  (m)          468.57   (f) ADJ UNCH    2 0
 DJ1334
 DJ1334.Superseded values are not recommended for survey control.
 DJ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1334.See file dsdata.txt to determine how the superseded data were derived.
 DJ1334
 DJ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC499082(NAD 83)
 DJ1334_MARKER: DD = SURVEY DISK
 DJ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1334_SP_SET: CONCRETE POST
 DJ1334_STAMPING: BM 82V-124 1965
 DJ1334_MARK LOGO: MSHD  
 DJ1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1334+STABILITY: SURFACE MOTION
 DJ1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1334+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DJ1334
 DJ1334  HISTORY     - Date     Condition        Report By
 DJ1334  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1334  HISTORY     - 1968     GOOD             MSHD
 DJ1334  HISTORY     - 19920330 GOOD             MSHD
 DJ1334  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1334
 DJ1334                          STATION DESCRIPTION
 DJ1334
 DJ1334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1334'2.2 MI ENE FROM WINONA.
 DJ1334'THE MARK IS LOCATED 2.2 MILES EAST NORTHEAST OF THE APPROXIMATE CENTER
 DJ1334'OF WINONA ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1334'NORTHWEST 1/4 OF SECTION 29, T 19N, R 6E.  IT IS 52.5 FEET SOUTHWEST
 DJ1334'OF THE CENTER OF U.S. HIGHWAY 82, 31 FEET SOUTH OF THE CENTER OF A
 DJ1334'NARROW GRAVELED ROAD, 113 FEET EAST OF THE SOUTH CORNER OF A WHITE
 DJ1334'HOUSE, 159.5 FEET EAST SOUTHEAST OF A POWER LINE POLE, 2.5 FEET WEST
 DJ1334'OF A TELEPHONE LINE POLE, 73 FEET SOUTHEAST OF A 10 INCH PINE, 18 FEET
 DJ1334'NORTH NORTHWEST OF A 6 INCH PERSIMMON, 2 FEET EAST OF A METAL WITNESS
 DJ1334'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH
 DJ1334'THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE
 DJ1334'IN WINONA GO WEST ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTION OF
 DJ1334'U.S. HIGHWAY 51.  TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51
 DJ1334'FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82 EAST. TURN RIGHT
 DJ1334'(EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.45 MILES TO A CROSSROADS
 DJ1334'WITH CROUCHS GROCERY IN THE NORTHEAST ANGLE. CONTINUE SOUTHEAST ON
 DJ1334'U.S. HIGHWAY 82 FOR 1.3 MILES TO AN ANGLING SIDE ROAD AND THE MARK ON
 DJ1334'THE RIGHT AS DESCRIBED.
 DJ1334
 DJ1334                          STATION RECOVERY (1992)
 DJ1334
 DJ1334'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1334'RECOVERED IN GOOD CONDITION.
 DJ1334
 DJ1334                          STATION RECOVERY (2008)
 DJ1334
 DJ1334'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1334'MARK DESTROYED IN 4 LANING OF HWY 82 AND RESET, SEE 82 V 124 RESET
 DJ1334'(PID DJ2153).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2153 ***********************************************************************
 DJ2153  DESIGNATION -  82 V 124 RESET
 DJ2153  PID         -  DJ2153
 DJ2153  STATE/COUNTY-  MS/MONTGOMERY
 DJ2153  USGS QUAD   -  WINONA (1966)
 DJ2153
 DJ2153                         *CURRENT SURVEY CONTROL
 DJ2153  ___________________________________________________________________
 DJ2153* NAD 83(1986)-  33 29 03.     (N)    089 41 30.     (W)     SCALED    
 DJ2153* NAVD 88     -       143.91   (meters)     472.1    (feet)  RESET     
 DJ2153  ___________________________________________________________________
 DJ2153  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DJ2153  VERT ORDER  -  THIRD
 DJ2153
 DJ2153.The horizontal coordinates were scaled from a topographic map and have
 DJ2153.an estimated accuracy of +/- 6 seconds.
 DJ2153
 DJ2153.The orthometric height was computed from unverified reset data.
 DJ2153.No vertical observational check was made to the station.
 DJ2153
 DJ2153.The geoid height was determined by GEOID03.
 DJ2153
 DJ2153;                    North         East    Units  Estimated Accuracy
 DJ2153;SPC MS W     -   441,920.      759,630.      MT  (+/- 180 meters Scaled)
 DJ2153
 DJ2153                          SUPERSEDED SURVEY CONTROL
 DJ2153
 DJ2153  NGVD 29 (08/12/04)  143.90   (m)          472.1    (f) RESET       3  
 DJ2153
 DJ2153.Superseded values are not recommended for survey control.
 DJ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2153.See file dsdata.txt to determine how the superseded data were derived.
 DJ2153
 DJ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC499082(NAD 83)
 DJ2153_MARKER: DD = SURVEY DISK
 DJ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2153_SP_SET: CONCRETE POST
 DJ2153_STAMPING: B.M. 82V 124 RESET 1992
 DJ2153_MARK LOGO: MSHD  
 DJ2153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2153+STABILITY: SURFACE MOTION
 DJ2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2153+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ2153
 DJ2153  HISTORY     - Date     Condition        Report By
 DJ2153  HISTORY     - 1992     MONUMENTED       MSHD
 DJ2153  HISTORY     - 20080225 GOOD             MSDOT
 DJ2153
 DJ2153                          STATION DESCRIPTION
 DJ2153
 DJ2153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2153'2.02 MI (3.25 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF
 DJ2153'U.S. HIGHWAY 51, IN THE NORTH EDGE OF WINONA, TO MARK ON THE RIGHT,
 DJ2153'98.0 FT (29.9 M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY,
 DJ2153'95.0 FT (29.0 M) WEST OF POWER POLE, 75.0 FT (22.9 M) NORTHEAST OF
 DJ2153'NORTHEAST CORNER OF WHITE FRAME HOUSE, 2.0 FT (0.6 M) WEST OF WITNESS
 DJ2153'POST AND ABOUT 4.0 FT (1.2 M) ABOVE THE LEVEL OF HIGHWAY.
 DJ2153
 DJ2153                          STATION RECOVERY (2008)
 DJ2153
 DJ2153'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1332 ***********************************************************************
 DJ1332  DESIGNATION -  82 V 125
 DJ1332  PID         -  DJ1332
 DJ1332  STATE/COUNTY-  MS/MONTGOMERY
 DJ1332  USGS QUAD   -  WINONA (1966)
 DJ1332
 DJ1332                         *CURRENT SURVEY CONTROL
 DJ1332  ___________________________________________________________________
 DJ1332* NAD 83(1986)-  33 28 44.     (N)    089 40 44.     (W)     SCALED    
 DJ1332* NAVD 88     -       141.997  (meters)     465.87   (feet)  ADJUSTED  
 DJ1332  ___________________________________________________________________
 DJ1332  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DJ1332  DYNAMIC HT  -         141.848 (meters)     465.38  (feet)  COMP
 DJ1332  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DJ1332
 DJ1332  VERT ORDER  -  SECOND    CLASS 0
 DJ1332
 DJ1332.The horizontal coordinates were scaled from a topographic map and have
 DJ1332.an estimated accuracy of +/- 6 seconds.
 DJ1332
 DJ1332.The orthometric height was determined by differential leveling
 DJ1332.and adjusted in June 1991.
 DJ1332
 DJ1332.The geoid height was determined by GEOID03.
 DJ1332
 DJ1332.The dynamic height is computed by dividing the NAVD 88
 DJ1332.geopotential number by the normal gravity value computed on the
 DJ1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1332.degrees latitude (g = 980.6199 gals.).
 DJ1332
 DJ1332.The modeled gravity was interpolated from observed gravity values.
 DJ1332
 DJ1332;                    North         East    Units  Estimated Accuracy
 DJ1332;SPC MS W     -   441,340.      760,830.      MT  (+/- 180 meters Scaled)
 DJ1332
 DJ1332                          SUPERSEDED SURVEY CONTROL
 DJ1332
 DJ1332  NGVD 29 (??/??/92)  141.977  (m)          465.80   (f) ADJ UNCH    2 0
 DJ1332
 DJ1332.Superseded values are not recommended for survey control.
 DJ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1332.See file dsdata.txt to determine how the superseded data were derived.
 DJ1332
 DJ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC510075(NAD 83)
 DJ1332_MARKER: DD = SURVEY DISK
 DJ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1332_SP_SET: CONCRETE POST
 DJ1332_STAMPING: BM 82V-125 1965
 DJ1332_MARK LOGO: MSHD  
 DJ1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1332+STABILITY: SURFACE MOTION
 DJ1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1332+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DJ1332
 DJ1332  HISTORY     - Date     Condition        Report By
 DJ1332  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1332  HISTORY     - 1968     GOOD             MSHD
 DJ1332  HISTORY     - 19920330 GOOD             MSHD
 DJ1332  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1332
 DJ1332                          STATION DESCRIPTION
 DJ1332
 DJ1332'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1332'3.1 MI E FROM WINONA.
 DJ1332'THE MARK IS LOCATED 3.1 MILES EAST OF THE APPROXIMATE CENTER OF WINONA
 DJ1332'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE SOUTHWEST 1/4 OF
 DJ1332'SECTION 28, T 19N, R 6E.  IT IS 48.5 FEET NORTH OF THE CENTER OF US
 DJ1332'HIGHWAY 82, 8 FEET NORTH OF THE CENTER OF A DIRT ROAD, 155 FEET
 DJ1332'NORTHWEST OF A POWER LINE POLE WHERE THE WIRES FORM A T, 20.5 FEET
 DJ1332'SOUTHWEST OF A 6 INCH PINE, 1.5 FEET WEST OF A METAL WITNESS POST SET
 DJ1332'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 DJ1332'HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1332'WINONA GO WEST ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTION OF
 DJ1332'U.S. HIGHWAY 51.  TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51
 DJ1332'FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82 EAST.  TURN RIGHT
 DJ1332'(EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.45 MILES TO A CROSSROADS
 DJ1332'WITH CROUCHS GROCERY IN THE NORTHEAST ANGLE.  CONTINUE SOUTHEAST ON
 DJ1332'U.S. HIGHWAY 82 FOR 2.25 MILES TO AN ANGLING SIDE ROAD RIGHT AND THE
 DJ1332'MARK ON THE LEFT AS DESCRIBED.
 DJ1332
 DJ1332                          STATION RECOVERY (1992)
 DJ1332
 DJ1332'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1332'RECOVERED IN GOOD CONDITION.
 DJ1332
 DJ1332                          STATION RECOVERY (2008)
 DJ1332
 DJ1332'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1332'MARK DESTROYED IN 4 LANING OF HWY 82 AND RESET, SEE 82 V 125 RESET
 DJ1332'(PID DJ2154).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2154 ***********************************************************************
 DJ2154  DESIGNATION -  82 V 125 RESET
 DJ2154  PID         -  DJ2154
 DJ2154  STATE/COUNTY-  MS/MONTGOMERY
 DJ2154  USGS QUAD   -  WINONA (1966)
 DJ2154
 DJ2154                         *CURRENT SURVEY CONTROL
 DJ2154  ___________________________________________________________________
 DJ2154* NAD 83(1986)-  33 28 44.     (N)    089 40 44.     (W)     SCALED    
 DJ2154* NAVD 88     -       144.19   (meters)     473.1    (feet)  RESET     
 DJ2154  ___________________________________________________________________
 DJ2154  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DJ2154  VERT ORDER  -  THIRD
 DJ2154
 DJ2154.The horizontal coordinates were scaled from a topographic map and have
 DJ2154.an estimated accuracy of +/- 6 seconds.
 DJ2154
 DJ2154.The orthometric height was computed from unverified reset data.
 DJ2154.No vertical observational check was made to the station.
 DJ2154
 DJ2154.The geoid height was determined by GEOID03.
 DJ2154
 DJ2154;                    North         East    Units  Estimated Accuracy
 DJ2154;SPC MS W     -   441,340.      760,830.      MT  (+/- 180 meters Scaled)
 DJ2154
 DJ2154                          SUPERSEDED SURVEY CONTROL
 DJ2154
 DJ2154  NGVD 29 (08/12/04)  144.17   (m)          473.0    (f) RESET       3  
 DJ2154
 DJ2154.Superseded values are not recommended for survey control.
 DJ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2154.See file dsdata.txt to determine how the superseded data were derived.
 DJ2154
 DJ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC510075(NAD 83)
 DJ2154_MARKER: DD = SURVEY DISK
 DJ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2154_SP_SET: CONCRETE POST
 DJ2154_STAMPING: B.M. 82V 125 RESET 1992
 DJ2154_MARK LOGO: MSHD  
 DJ2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2154+STABILITY: SURFACE MOTION
 DJ2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2154+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ2154
 DJ2154  HISTORY     - Date     Condition        Report By
 DJ2154  HISTORY     - 1992     MONUMENTED       MSHD
 DJ2154  HISTORY     - 20080225 GOOD             MSDOT
 DJ2154
 DJ2154                          STATION DESCRIPTION
 DJ2154
 DJ2154'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2154'3.91 MI (6.29 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF
 DJ2154'U.S. HIGHWAY 51, IN THE NORTH EDGE OF WINONA, TO MARK ON THE RIGHT,
 DJ2154'314.0 FT (95.7 M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY,
 DJ2154'6.0 FT (1.8 M) WEST OF POWER POLE NO.540, 8 FT (2.4 M) WEST OF THE
 DJ2154'NORTHEAST CORNER OF COUNTY MAINTENANCE BARN AND 1.5 FT (0.5 M) WEST
 DJ2154'OF A WITNESS POST.
 DJ2154
 DJ2154                          STATION RECOVERY (2008)
 DJ2154
 DJ2154'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2154'THE 1992 DESCRIPTION IS SUFFICIENT FOR LOCATING THE MARK ALTHOUGH A
 DJ2154'NEW COUNTY BARN HAS BEEN BUILT TO THE SOUTH AND THE OLD ONE REMOVED.
 DJ2154'THE POWER POLE AND WITNESS POST ARE STILL PRESENT AND THE MARK IS
 DJ2154'LOCATED 8 FEET WEST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1331 ***********************************************************************
 DJ1331  DESIGNATION -  82 V 126
 DJ1331  PID         -  DJ1331
 DJ1331  STATE/COUNTY-  MS/MONTGOMERY
 DJ1331  USGS QUAD   -  WINONA (1966)
 DJ1331
 DJ1331                         *CURRENT SURVEY CONTROL
 DJ1331  ___________________________________________________________________
 DJ1331* NAD 83(1986)-  33 28 39.     (N)    089 40 04.     (W)     SCALED    
 DJ1331* NAVD 88     -       122.199  (meters)     400.91   (feet)  ADJUSTED  
 DJ1331  ___________________________________________________________________
 DJ1331  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DJ1331  DYNAMIC HT  -         122.070 (meters)     400.49  (feet)  COMP
 DJ1331  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DJ1331
 DJ1331  VERT ORDER  -  SECOND    CLASS 0
 DJ1331
 DJ1331.The horizontal coordinates were scaled from a topographic map and have
 DJ1331.an estimated accuracy of +/- 6 seconds.
 DJ1331
 DJ1331.The orthometric height was determined by differential leveling
 DJ1331.and adjusted in June 1991.
 DJ1331
 DJ1331.The geoid height was determined by GEOID03.
 DJ1331
 DJ1331.The dynamic height is computed by dividing the NAVD 88
 DJ1331.geopotential number by the normal gravity value computed on the
 DJ1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1331.degrees latitude (g = 980.6199 gals.).
 DJ1331
 DJ1331.The modeled gravity was interpolated from observed gravity values.
 DJ1331
 DJ1331;                    North         East    Units  Estimated Accuracy
 DJ1331;SPC MS W     -   441,190.      761,860.      MT  (+/- 180 meters Scaled)
 DJ1331
 DJ1331                          SUPERSEDED SURVEY CONTROL
 DJ1331
 DJ1331  NGVD 29 (??/??/92)  122.180  (m)          400.85   (f) ADJ UNCH    2 0
 DJ1331
 DJ1331.Superseded values are not recommended for survey control.
 DJ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1331.See file dsdata.txt to determine how the superseded data were derived.
 DJ1331
 DJ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC521074(NAD 83)
 DJ1331_MARKER: DD = SURVEY DISK
 DJ1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1331_SP_SET: CONCRETE POST
 DJ1331_STAMPING: 82V-126 1965
 DJ1331_MARK LOGO: MSHD  
 DJ1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1331+STABILITY: SURFACE MOTION
 DJ1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1331+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DJ1331
 DJ1331  HISTORY     - Date     Condition        Report By
 DJ1331  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1331  HISTORY     - 1968     GOOD             MSHD
 DJ1331  HISTORY     - 19920330 GOOD             MSHD
 DJ1331  HISTORY     - 20080226 MARK NOT FOUND   MSDOT
 DJ1331
 DJ1331                          STATION DESCRIPTION
 DJ1331
 DJ1331'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1331'3.9 MI E FROM WINONA.
 DJ1331'THE MARK IS LOCATED 3.9 MILES EAST OF THE APPROXIMATE CENTER OF WINONA
 DJ1331'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 6.1 MILES NORTHWEST OF
 DJ1331'KILMICHAEL, 0.2 MILE WEST OF A SIDE ROAD IN THE SOUTHEAST 1/4 OF
 DJ1331'SECTION 28, T 19N, R 6E.  IT IS 35 FEET NORTH OF THE CENTER OF U.S.
 DJ1331'HIGHWAY 82, 4 FEET NORTH OF THE EDGE OF A BANK, 16 FEET SOUTH OF A
 DJ1331'FENCE, 13.5 FEET SOUTHWEST OF A 12 INCH PINE, 26 FEET WEST SOUTHWEST
 DJ1331'OF A 14 INCH OAK, 1.5 FEET EAST OF A METAL WITNESS POST SET IN THE TOP
 DJ1331'OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DJ1331'HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1331'WINONA GO WEST ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTION OF
 DJ1331'U.S. HIGHWAY 51.  TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51
 DJ1331'FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82 EAST. TURN RIGHT
 DJ1331'(EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.45 MILES TO A CROSSROADS
 DJ1331'WITH CROUCHS GROCERY IN THE NORTHEAST ANGLE. CONTINUE SOUTHEAST ON
 DJ1331'U.S. HIGHWAY 82 FOR 2.95 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 DJ1331
 DJ1331                          STATION RECOVERY (1992)
 DJ1331
 DJ1331'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1331'RECOVERED IN GOOD CONDITION.
 DJ1331
 DJ1331                          STATION RECOVERY (2008)
 DJ1331
 DJ1331'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1331'MARK APPARENTLY DESTROYED IN 4 LANING OF HWY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2155 ***********************************************************************
 DJ2155  DESIGNATION -  82 V 126 RESET
 DJ2155  PID         -  DJ2155
 DJ2155  STATE/COUNTY-  MS/MONTGOMERY
 DJ2155  USGS QUAD   -  WINONA (1966)
 DJ2155
 DJ2155                         *CURRENT SURVEY CONTROL
 DJ2155  ___________________________________________________________________
 DJ2155* NAD 83(1986)-  33 28 39.     (N)    089 40 04.     (W)     SCALED    
 DJ2155* NAVD 88     -       121.79   (meters)     399.6    (feet)  RESET     
 DJ2155  ___________________________________________________________________
 DJ2155  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DJ2155  VERT ORDER  -  THIRD
 DJ2155
 DJ2155.The horizontal coordinates were scaled from a topographic map and have
 DJ2155.an estimated accuracy of +/- 6 seconds.
 DJ2155
 DJ2155.The orthometric height was computed from unverified reset data.
 DJ2155.No vertical observational check was made to the station.
 DJ2155
 DJ2155.The geoid height was determined by GEOID03.
 DJ2155
 DJ2155;                    North         East    Units  Estimated Accuracy
 DJ2155;SPC MS W     -   441,190.      761,860.      MT  (+/- 180 meters Scaled)
 DJ2155
 DJ2155                          SUPERSEDED SURVEY CONTROL
 DJ2155
 DJ2155  NGVD 29 (08/12/04)  121.78   (m)          399.5    (f) RESET       3  
 DJ2155
 DJ2155.Superseded values are not recommended for survey control.
 DJ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2155.See file dsdata.txt to determine how the superseded data were derived.
 DJ2155
 DJ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC521074(NAD 83)
 DJ2155_MARKER: DD = SURVEY DISK
 DJ2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2155_SP_SET: CONCRETE POST
 DJ2155_STAMPING: B.M. 82V 126 RESET 1992
 DJ2155_MARK LOGO: MSHD  
 DJ2155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2155+STABILITY: SURFACE MOTION
 DJ2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2155+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DJ2155
 DJ2155  HISTORY     - Date     Condition        Report By
 DJ2155  HISTORY     - 1992     MONUMENTED       MSHD
 DJ2155  HISTORY     - 20080226 GOOD             MSDOT
 DJ2155
 DJ2155                          STATION DESCRIPTION
 DJ2155
 DJ2155'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2155'4.67 MI (7.52 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF
 DJ2155'U.S. HIGHWAY 51, IN THE NORTH EDGE OF WINONA, TO MARK ON THE RIGHT,
 DJ2155'97.0 FT (29.6 M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY,
 DJ2155'91.0 FT (27.7 M) NORTH OF NORTHEAST CORNER OF WHITE FRAME HOUSE, 44.0
 DJ2155'FT (13.4 M) NORTH OF 15-INCH TWIN ELM TREE AND 2.0 FT (0.6 M) WEST OF
 DJ2155'A METAL WITNESS POST.
 DJ2155
 DJ2155                          STATION RECOVERY (2008)
 DJ2155
 DJ2155'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1330 ***********************************************************************
 DJ1330  DESIGNATION -  82 V 127
 DJ1330  PID         -  DJ1330
 DJ1330  STATE/COUNTY-  MS/MONTGOMERY
 DJ1330  USGS QUAD   -  WINONA (1966)
 DJ1330
 DJ1330                         *CURRENT SURVEY CONTROL
 DJ1330  ___________________________________________________________________
 DJ1330* NAD 83(1986)-  33 28 27.     (N)    089 39 10.     (W)     SCALED    
 DJ1330* NAVD 88     -       140.253  (meters)     460.15   (feet)  ADJUSTED  
 DJ1330  ___________________________________________________________________
 DJ1330  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DJ1330  DYNAMIC HT  -         140.106 (meters)     459.66  (feet)  COMP
 DJ1330  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DJ1330
 DJ1330  VERT ORDER  -  SECOND    CLASS 0
 DJ1330
 DJ1330.The horizontal coordinates were scaled from a topographic map and have
 DJ1330.an estimated accuracy of +/- 6 seconds.
 DJ1330
 DJ1330.The orthometric height was determined by differential leveling
 DJ1330.and adjusted in June 1991.
 DJ1330
 DJ1330.The geoid height was determined by GEOID03.
 DJ1330
 DJ1330.The dynamic height is computed by dividing the NAVD 88
 DJ1330.geopotential number by the normal gravity value computed on the
 DJ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1330.degrees latitude (g = 980.6199 gals.).
 DJ1330
 DJ1330.The modeled gravity was interpolated from observed gravity values.
 DJ1330
 DJ1330;                    North         East    Units  Estimated Accuracy
 DJ1330;SPC MS W     -   440,830.      763,260.      MT  (+/- 180 meters Scaled)
 DJ1330
 DJ1330                          SUPERSEDED SURVEY CONTROL
 DJ1330
 DJ1330  NGVD 29 (??/??/92)  140.233  (m)          460.08   (f) ADJ UNCH    2 0
 DJ1330
 DJ1330.Superseded values are not recommended for survey control.
 DJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1330.See file dsdata.txt to determine how the superseded data were derived.
 DJ1330
 DJ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC534070(NAD 83)
 DJ1330_MARKER: DD = SURVEY DISK
 DJ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1330_STAMPING: BM 82V-127 1965
 DJ1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1330+STABILITY: SURFACE MOTION
 DJ1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1330+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DJ1330
 DJ1330  HISTORY     - Date     Condition        Report By
 DJ1330  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1330  HISTORY     - 1968     GOOD             MSHD
 DJ1330  HISTORY     - 20080226 GOOD             MSDOT
 DJ1330
 DJ1330                          STATION DESCRIPTION
 DJ1330
 DJ1330'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1330'4.7 MI ESE FROM WINONA.
 DJ1330'THE MARK IS LOCATED 4.7 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DJ1330'OF WINONA IN THE SOUTHWEST ANGLE OF A T INTERSECTION, 5.3 MILES
 DJ1330'NORTHWEST OF KILMICHAEL AND IS NEAR THE CENTER OF THE NORTH SIDE OF
 DJ1330'SECTION 34, T 19N, R 6E.  IT IS 58 FEET SOUTH SOUTHWEST OF THE CENTER
 DJ1330'OF U.S. HIGHWAY 82, 36 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2
 DJ1330'FEET SOUTHEAST OF A METAL WITNESS POST, 57.5 FEET NORTHWEST OF A POWER
 DJ1330'LINE POLE, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 4
 DJ1330'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH
 DJ1330'FROM THE U.S. POST OFFICE IN WINONA GO WEST ON SUMMIT STREET FOR 0.3
 DJ1330'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN RIGHT (NORTH) AND
 DJ1330'CONTINUE ON U.S. HIGHWAY 51 FOR 1.1 MILES TO THE JUNCTION OF U.S.
 DJ1330'HIGHWAY 82 EAST.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82
 DJ1330'FOR 1.45 MILES TO A CROSSROADS WITH CROUCHS GROCERY IN THE NORTHEAST
 DJ1330'ANGLE.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 3.8 MILES TO A SIDE
 DJ1330'ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1330
 DJ1330                          STATION RECOVERY (2008)
 DJ1330
 DJ1330'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1329 ***********************************************************************
 DJ1329  DESIGNATION -  82 V 128
 DJ1329  PID         -  DJ1329
 DJ1329  STATE/COUNTY-  MS/MONTGOMERY
 DJ1329  USGS QUAD   -  WINONA (1966)
 DJ1329
 DJ1329                         *CURRENT SURVEY CONTROL
 DJ1329  ___________________________________________________________________
 DJ1329* NAD 83(1986)-  33 28 21.     (N)    089 38 29.     (W)     SCALED    
 DJ1329* NAVD 88     -       131.736  (meters)     432.20   (feet)  ADJUSTED  
 DJ1329  ___________________________________________________________________
 DJ1329  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DJ1329  DYNAMIC HT  -         131.597 (meters)     431.75  (feet)  COMP
 DJ1329  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DJ1329
 DJ1329  VERT ORDER  -  SECOND    CLASS 0
 DJ1329
 DJ1329.The horizontal coordinates were scaled from a topographic map and have
 DJ1329.an estimated accuracy of +/- 6 seconds.
 DJ1329
 DJ1329.The orthometric height was determined by differential leveling
 DJ1329.and adjusted in June 1991.
 DJ1329
 DJ1329.The geoid height was determined by GEOID03.
 DJ1329
 DJ1329.The dynamic height is computed by dividing the NAVD 88
 DJ1329.geopotential number by the normal gravity value computed on the
 DJ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1329.degrees latitude (g = 980.6199 gals.).
 DJ1329
 DJ1329.The modeled gravity was interpolated from observed gravity values.
 DJ1329
 DJ1329;                    North         East    Units  Estimated Accuracy
 DJ1329;SPC MS W     -   440,660.      764,320.      MT  (+/- 180 meters Scaled)
 DJ1329
 DJ1329                          SUPERSEDED SURVEY CONTROL
 DJ1329
 DJ1329  NGVD 29 (??/??/92)  131.716  (m)          432.14   (f) ADJ UNCH    2 0
 DJ1329
 DJ1329.Superseded values are not recommended for survey control.
 DJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1329.See file dsdata.txt to determine how the superseded data were derived.
 DJ1329
 DJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC545067(NAD 83)
 DJ1329_MARKER: DD = SURVEY DISK
 DJ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1329_STAMPING: BM 82V-128 1965
 DJ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1329+STABILITY: SURFACE MOTION
 DJ1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1329+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DJ1329
 DJ1329  HISTORY     - Date     Condition        Report By
 DJ1329  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1329  HISTORY     - 1968     GOOD             MSHD
 DJ1329  HISTORY     - 20080226 GOOD             MSDOT
 DJ1329
 DJ1329                          STATION DESCRIPTION
 DJ1329
 DJ1329'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1329'4.6 MI NW FROM KILMICHAEL.
 DJ1329'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1329'KILMICHAEL ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 5.4 MILES
 DJ1329'EAST SOUTHEAST OF WINONA IN THE NORTHWEST 1/4 OF SECTION 35, T 19N, R
 DJ1329'6E.  IT IS 48 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 64 FEET
 DJ1329'WEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A POWER LINE POLE 1.5 FEET
 DJ1329'NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, 44.5 FEET
 DJ1329'WEST OF A RIGHT-OF-WAY MARKER, SET IN THE TOP OF A 12 INCH ROUND
 DJ1329'CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH
 DJ1329'WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN KILMICHAEL GO
 DJ1329'NORTHWEST ON U.S. HIGHWAY 82 FOR 4.6 MILES TO A CROSSROADS. CONTINUE
 DJ1329'WEST ON U.S. HIGHWAY 82 FOR 0.35 MILE TO THE MARK ON THE LEFT AS
 DJ1329'DESCRIBED.
 DJ1329
 DJ1329                          STATION RECOVERY (2008)
 DJ1329
 DJ1329'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1328 ***********************************************************************
 DJ1328  DESIGNATION -  82 V 129
 DJ1328  PID         -  DJ1328
 DJ1328  STATE/COUNTY-  MS/MONTGOMERY
 DJ1328  USGS QUAD   -  KILMICHAEL (1966)
 DJ1328
 DJ1328                         *CURRENT SURVEY CONTROL
 DJ1328  ___________________________________________________________________
 DJ1328* NAD 83(1986)-  33 28 27.     (N)    089 37 28.     (W)     SCALED    
 DJ1328* NAVD 88     -       110.063  (meters)     361.10   (feet)  ADJUSTED  
 DJ1328  ___________________________________________________________________
 DJ1328  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DJ1328  DYNAMIC HT  -         109.947 (meters)     360.72  (feet)  COMP
 DJ1328  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DJ1328
 DJ1328  VERT ORDER  -  SECOND    CLASS 0
 DJ1328
 DJ1328.The horizontal coordinates were scaled from a topographic map and have
 DJ1328.an estimated accuracy of +/- 6 seconds.
 DJ1328
 DJ1328.The orthometric height was determined by differential leveling
 DJ1328.and adjusted in June 1991.
 DJ1328
 DJ1328.The geoid height was determined by GEOID03.
 DJ1328
 DJ1328.The dynamic height is computed by dividing the NAVD 88
 DJ1328.geopotential number by the normal gravity value computed on the
 DJ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1328.degrees latitude (g = 980.6199 gals.).
 DJ1328
 DJ1328.The modeled gravity was interpolated from observed gravity values.
 DJ1328
 DJ1328;                    North         East    Units  Estimated Accuracy
 DJ1328;SPC MS W     -   440,850.      765,890.      MT  (+/- 180 meters Scaled)
 DJ1328
 DJ1328                          SUPERSEDED SURVEY CONTROL
 DJ1328
 DJ1328  NGVD 29 (??/??/92)  110.043  (m)          361.03   (f) ADJ UNCH    2 0
 DJ1328
 DJ1328.Superseded values are not recommended for survey control.
 DJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1328.See file dsdata.txt to determine how the superseded data were derived.
 DJ1328
 DJ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC561069(NAD 83)
 DJ1328_MARKER: DD = SURVEY DISK
 DJ1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1328_SP_SET: ABUTMENT
 DJ1328_STAMPING: BM 82V-129 1965
 DJ1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1328
 DJ1328  HISTORY     - Date     Condition        Report By
 DJ1328  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1328  HISTORY     - 1968     GOOD             MSHD
 DJ1328  HISTORY     - 20080226 MARK NOT FOUND   MSDOT
 DJ1328
 DJ1328                          STATION DESCRIPTION
 DJ1328
 DJ1328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1328'3.8 MI NW FROM KILMICHAEL.
 DJ1328'THE MARK IS LOCATED 3.8 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1328'KILMICHAEL IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 DJ1328'OVER A SMALL CREEK, 6.4 MILES EAST OF WINONA IN THE NORTHWEST 1/4 OF
 DJ1328'SECTION 36, T 19N, R 6E.  IT IS 14.5 FEET SOUTH OF THE CENTER OF U.S.
 DJ1328'HIGHWAY 82, 1.2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 1.3 FEET
 DJ1328'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF
 DJ1328'THE EAST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE
 DJ1328'HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN KILMICHAEL GO
 DJ1328'NORTHWEST ON U.S. HIGHWAY 82 FOR 3.55 MILES TO A SIDE ROAD RIGHT.
 DJ1328'CONTINUE NORTHWEST ON U.S. HIGHWAY 82 FOR 0.4 MILE TO A CONCRETE
 DJ1328'BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ1328
 DJ1328                          STATION RECOVERY (2008)
 DJ1328
 DJ1328'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1328'MARK WAS APPARENTLY DESTROYED WHEN BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2125 ***********************************************************************
 DJ2125  DESIGNATION -  82 V 129 RESET
 DJ2125  PID         -  DJ2125
 DJ2125  STATE/COUNTY-  MS/MONTGOMERY
 DJ2125  USGS QUAD   -  KILMICHAEL (1966)
 DJ2125
 DJ2125                         *CURRENT SURVEY CONTROL
 DJ2125  ___________________________________________________________________
 DJ2125* NAD 83(1986)-  33 28 27.     (N)    089 37 28.     (W)     SCALED    
 DJ2125* NAVD 88     -       108.76   (meters)     356.8    (feet)  RESET     
 DJ2125  ___________________________________________________________________
 DJ2125  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DJ2125  VERT ORDER  -  THIRD
 DJ2125
 DJ2125.The horizontal coordinates were scaled from a topographic map and have
 DJ2125.an estimated accuracy of +/- 6 seconds.
 DJ2125
 DJ2125.The orthometric height was computed from unverified reset data.
 DJ2125.No vertical observational check was made to the station.
 DJ2125
 DJ2125.The geoid height was determined by GEOID03.
 DJ2125
 DJ2125;                    North         East    Units  Estimated Accuracy
 DJ2125;SPC MS W     -   440,850.      765,890.      MT  (+/- 180 meters Scaled)
 DJ2125
 DJ2125                          SUPERSEDED SURVEY CONTROL
 DJ2125
 DJ2125  NGVD 29 (08/12/04)  108.74   (m)          356.8    (f) RESET       3  
 DJ2125
 DJ2125.Superseded values are not recommended for survey control.
 DJ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2125.See file dsdata.txt to determine how the superseded data were derived.
 DJ2125
 DJ2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC561069(NAD 83)
 DJ2125_MARKER: DB = BENCH MARK DISK
 DJ2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2125_SP_SET: CONCRETE POST
 DJ2125_STAMPING: 82 V 129 RESET 1987
 DJ2125_MARK LOGO: NGS   
 DJ2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2125+STABILITY: SURFACE MOTION
 DJ2125
 DJ2125  HISTORY     - Date     Condition        Report By
 DJ2125  HISTORY     - 1987     MONUMENTED       NGS
 DJ2125  HISTORY     - 20080226 MARK NOT FOUND   MSDOT
 DJ2125
 DJ2125                          STATION DESCRIPTION
 DJ2125
 DJ2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DJ2125'4.05 MILES WEST ALONG U.S. HIGHWAY 82 FROM THE POST OFFICE IN
 DJ2125'KILMICHAEL TO A FIELD ENTRANCE AND MARK ON THE LEFT, 0.1 MILE WEST OF
 DJ2125'SMALL BRIDGE, 62.0 FT (18.9 M) SOUTH OF THE CENTER OF EAST BOUND
 DJ2125'LANES OF HIGHWAY 82, 61.0 FT (18.6 M) WEST-SOUTHWEST OF POWER POLE
 DJ2125'NO. P 138, 49.0 FT (14.9 M) WEST OF THE CENTER OF FIELD ROAD, 20.5 FT
 DJ2125'(6.2 M) NORTH-NORTHEAST OF A 6-INCH ELM TREE, MARK IS FLUSH WITH THE
 DJ2125'GROUND.
 DJ2125
 DJ2125                          STATION RECOVERY (2008)
 DJ2125
 DJ2125'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2125'DESCRIPTION PLACES MARK UNDER HIGH FILL FOR RAMP INTO FIELD WHICH WAS
 DJ2125'PROBABLY PLACED AFTER 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0640 ***********************************************************************
 DJ0640  DESIGNATION -  82 V 13
 DJ0640  PID         -  DJ0640
 DJ0640  STATE/COUNTY-  MS/LOWNDES
 DJ0640  USGS QUAD   -  NEW HOPE (1987)
 DJ0640
 DJ0640                         *CURRENT SURVEY CONTROL
 DJ0640  ___________________________________________________________________
 DJ0640* NAD 83(1986)-  33 29 32.     (N)    088 20 02.     (W)     SCALED    
 DJ0640* NAVD 88     -        69.598  (meters)     228.34   (feet)  ADJUSTED  
 DJ0640  ___________________________________________________________________
 DJ0640  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0640  DYNAMIC HT  -          69.524 (meters)     228.10  (feet)  COMP
 DJ0640  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DJ0640
 DJ0640  VERT ORDER  -  SECOND    CLASS 0
 DJ0640
 DJ0640.The horizontal coordinates were scaled from a topographic map and have
 DJ0640.an estimated accuracy of +/- 6 seconds.
 DJ0640
 DJ0640.The orthometric height was determined by differential leveling
 DJ0640.and adjusted in June 1991.
 DJ0640
 DJ0640.The geoid height was determined by GEOID03.
 DJ0640
 DJ0640.The dynamic height is computed by dividing the NAVD 88
 DJ0640.geopotential number by the normal gravity value computed on the
 DJ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0640.degrees latitude (g = 980.6199 gals.).
 DJ0640
 DJ0640.The modeled gravity was interpolated from observed gravity values.
 DJ0640
 DJ0640;                    North         East    Units  Estimated Accuracy
 DJ0640;SPC MS E     -   442,740.      346,410.      MT  (+/- 180 meters Scaled)
 DJ0640
 DJ0640                          SUPERSEDED SURVEY CONTROL
 DJ0640
 DJ0640  NGVD 29 (??/??/92)   69.56   (m)          228.2    (f) COMPUTED    2 0
 DJ0640
 DJ0640.Superseded values are not recommended for survey control.
 DJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0640.See file dsdata.txt to determine how the superseded data were derived.
 DJ0640
 DJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC760066(NAD 83)
 DJ0640_MARKER: DD = SURVEY DISK
 DJ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0640_STAMPING: 82V-13 1964
 DJ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0640+STABILITY: SURFACE MOTION
 DJ0640
 DJ0640  HISTORY     - Date     Condition        Report By
 DJ0640  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0640  HISTORY     - 1965     GOOD             MSHD
 DJ0640
 DJ0640                          STATION DESCRIPTION
 DJ0640
 DJ0640'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0640'3.2 MI E FROM COLUMBUS.
 DJ0640'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0640'HIGHWAY 69 IN COLUMBUS, GO EAST ON HIGHWAY 82 FOR 3.2 MILES TO THE
 DJ0640'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0640'ROUND, CONCRETE POST.  IT IS 42 FEET SOUTH OF THE CENTERLINE OF THE
 DJ0640'HIGHWAY, 3 FEET NORTHEAST OF A POWERLINE POLE, 9 FEET NORTHEAST OF A
 DJ0640'CORNER FENCE POST, 8 FEET NORTH OF A FENCE, 44 FEET SOUTHEAST OF THE
 DJ0640'CENTER OF THE HIGHWAY AND A DRIVEWAY LEADING SOUTH, 2 FEET WEST OF A
 DJ0640'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE
 DJ0640'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1285 ***********************************************************************
 DK1285  DESIGNATION -  82 V 13 W RESET
 DK1285  PID         -  DK1285
 DK1285  STATE/COUNTY-  MS/WASHINGTON
 DK1285  USGS QUAD   -  WAYSIDE (1970)
 DK1285
 DK1285                         *CURRENT SURVEY CONTROL
 DK1285  ___________________________________________________________________
 DK1285* NAD 83(1986)-  33 21 43.     (N)    091 04 55.     (W)     SCALED    
 DK1285* NAVD 88     -        37.76   (+/-2cm)     123.9    (feet)  VERTCON   
 DK1285  ___________________________________________________________________
 DK1285  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1285  VERT ORDER  -  THIRD (See Below)
 DK1285
 DK1285.The horizontal coordinates were scaled from a topographic map and have
 DK1285.an estimated accuracy of +/- 6 seconds.
 DK1285
 DK1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1285.The vertical order pertains to the NGVD 29 superseded value.
 DK1285
 DK1285.The geoid height was determined by GEOID03.
 DK1285
 DK1285;                    North         East    Units  Estimated Accuracy
 DK1285;SPC MS W     -   428,430.      630,330.      MT  (+/- 180 meters Scaled)
 DK1285
 DK1285                          SUPERSEDED SURVEY CONTROL
 DK1285
 DK1285  NGVD 29 (??/??/??)   37.81   (m)          124.0    (f) RESET       3  
 DK1285
 DK1285.Superseded values are not recommended for survey control.
 DK1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1285.See file dsdata.txt to determine how the superseded data were derived.
 DK1285
 DK1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS784930(NAD 83)
 DK1285_MARKER: DB = BENCH MARK DISK
 DK1285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1285_STAMPING: 82V13W RESET 1973
 DK1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1285
 DK1285  HISTORY     - Date     Condition        Report By
 DK1285  HISTORY     - 1973     MONUMENTED       NGS
 DK1285
 DK1285                          STATION DESCRIPTION
 DK1285
 DK1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1285'4.15 MI SW FROM GREENVILLE.
 DK1285'LOCATED 4.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1285'INTERSECTION WITH STATE HIGHWAY 1 IN GREENVILLE, OR 5.5 MILES
 DK1285'NORTHEAST OF THE MISSISSIPPI RIVER BRIDGE, 59 FEET WEST OF THE
 DK1285'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 100 FEET NORTH OF A
 DK1285'RAMP FOR A FIELD ROAD LEADING WEST, 146 FEET NNE OF A 2-FOOT TWIN
 DK1285'PECAN TREE, 35 FEET NORTH OF A TELEPHONE JUNCTION BOX, 1 FOOT WEST OF
 DK1285'A METAL WITNESS POST, AND 3 FEET NORTH OF A 12-FOOT HIGH CRESOTED
 DK1285'POLE.  IT IS A SHORT ROD TYPE MARK ENCASED IN A 4-INCH WHITE PLASTIC
 DK1285'PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1327 ***********************************************************************
 DJ1327  DESIGNATION -  82 V 130
 DJ1327  PID         -  DJ1327
 DJ1327  STATE/COUNTY-  MS/MONTGOMERY
 DJ1327  USGS QUAD   -  KILMICHAEL (1966)
 DJ1327
 DJ1327                         *CURRENT SURVEY CONTROL
 DJ1327  ___________________________________________________________________
 DJ1327* NAD 83(1986)-  33 28 09.     (N)    089 36 42.     (W)     SCALED    
 DJ1327* NAVD 88     -       119.292  (meters)     391.38   (feet)  ADJUSTED  
 DJ1327  ___________________________________________________________________
 DJ1327  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DJ1327  DYNAMIC HT  -         119.166 (meters)     390.96  (feet)  COMP
 DJ1327  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DJ1327
 DJ1327  VERT ORDER  -  SECOND    CLASS 0
 DJ1327
 DJ1327.The horizontal coordinates were scaled from a topographic map and have
 DJ1327.an estimated accuracy of +/- 6 seconds.
 DJ1327
 DJ1327.The orthometric height was determined by differential leveling
 DJ1327.and adjusted in June 1991.
 DJ1327
 DJ1327.The geoid height was determined by GEOID03.
 DJ1327
 DJ1327.The dynamic height is computed by dividing the NAVD 88
 DJ1327.geopotential number by the normal gravity value computed on the
 DJ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1327.degrees latitude (g = 980.6199 gals.).
 DJ1327
 DJ1327.The modeled gravity was interpolated from observed gravity values.
 DJ1327
 DJ1327;                    North         East    Units  Estimated Accuracy
 DJ1327;SPC MS W     -   440,300.      767,080.      MT  (+/- 180 meters Scaled)
 DJ1327
 DJ1327                          SUPERSEDED SURVEY CONTROL
 DJ1327
 DJ1327  NGVD 29 (??/??/92)  119.271  (m)          391.31   (f) ADJ UNCH    2 0
 DJ1327
 DJ1327.Superseded values are not recommended for survey control.
 DJ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1327.See file dsdata.txt to determine how the superseded data were derived.
 DJ1327
 DJ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC572063(NAD 83)
 DJ1327_MARKER: DD = SURVEY DISK
 DJ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1327_SP_SET: CONCRETE POST
 DJ1327_STAMPING: BM 82V-130 1965
 DJ1327_MARK LOGO: MSHD  
 DJ1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1327+STABILITY: SURFACE MOTION
 DJ1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1327+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DJ1327
 DJ1327  HISTORY     - Date     Condition        Report By
 DJ1327  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1327  HISTORY     - 1968     GOOD             MSHD
 DJ1327  HISTORY     - 19920330 GOOD             MSHD
 DJ1327
 DJ1327                          STATION DESCRIPTION
 DJ1327
 DJ1327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1327'3.2 MI NW FROM KILMICHAEL.
 DJ1327'THE MARK IS LOCATED 3.2 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1327'KILMICHAEL ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1327'NORTHEAST 1/4 OF SECTION 36, T 19N, R 6E.  IT IS 44.5 FEET NORTHEAST
 DJ1327'OF THE CENTER OF U.S. HIGHWAY 82, 22 FEET NORTHWEST OF THE CENTER OF A
 DJ1327'PRIVATE ROAD, 9 FEET WEST OF A T FENCE CORNER, 9.5 FEET SOUTH OF A 14
 DJ1327'INCH GUM, 14 FEET EAST OF A 12 INCH PINE, 140 FEET NORTH OF A POWER
 DJ1327'LINE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, 7 FEET SOUTHWEST OF
 DJ1327'A FENCE, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT
 DJ1327'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH FROM
 DJ1327'THE U.S. POST OFFICE IN KILMICHAEL GO NORTHWEST ON U.S. HIGHWAY 82 FOR
 DJ1327'3.2 MILES TO A PRIVATE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1327
 DJ1327                          STATION RECOVERY (1992)
 DJ1327
 DJ1327'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2156 ***********************************************************************
 DJ2156  DESIGNATION -  82 V 130 RESET
 DJ2156  PID         -  DJ2156
 DJ2156  STATE/COUNTY-  MS/MONTGOMERY
 DJ2156  USGS QUAD   -  KILMICHAEL (1966)
 DJ2156
 DJ2156                         *CURRENT SURVEY CONTROL
 DJ2156  ___________________________________________________________________
 DJ2156* NAD 83(1986)-  33 28 09.     (N)    089 36 42.     (W)     SCALED    
 DJ2156* NAVD 88     -       117.33   (meters)     384.9    (feet)  RESET     
 DJ2156  ___________________________________________________________________
 DJ2156  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DJ2156  VERT ORDER  -  THIRD
 DJ2156
 DJ2156.The horizontal coordinates were scaled from a topographic map and have
 DJ2156.an estimated accuracy of +/- 6 seconds.
 DJ2156
 DJ2156.The orthometric height was computed from unverified reset data.
 DJ2156.No vertical observational check was made to the station.
 DJ2156
 DJ2156.The geoid height was determined by GEOID03.
 DJ2156
 DJ2156;                    North         East    Units  Estimated Accuracy
 DJ2156;SPC MS W     -   440,300.      767,080.      MT  (+/- 180 meters Scaled)
 DJ2156
 DJ2156                          SUPERSEDED SURVEY CONTROL
 DJ2156
 DJ2156  NGVD 29 (08/12/04)  117.31   (m)          384.9    (f) RESET       3  
 DJ2156
 DJ2156.Superseded values are not recommended for survey control.
 DJ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2156.See file dsdata.txt to determine how the superseded data were derived.
 DJ2156
 DJ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC572063(NAD 83)
 DJ2156_MARKER: DD = SURVEY DISK
 DJ2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2156_SP_SET: CONCRETE POST
 DJ2156_STAMPING: B.M. 82V 130 RESET 1992
 DJ2156_MARK LOGO: MSHD  
 DJ2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2156+STABILITY: SURFACE MOTION
 DJ2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2156+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DJ2156
 DJ2156  HISTORY     - Date     Condition        Report By
 DJ2156  HISTORY     - 1992     MONUMENTED       MSHD
 DJ2156
 DJ2156                          STATION DESCRIPTION
 DJ2156
 DJ2156'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2156'3.91 MI (6.29 KM) WEST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF
 DJ2156'STATE HIGHWAY 413, AT KILMICHAEL TO MARK ON THE LEFT, 108.0 FT (32.9
 DJ2156'M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, 4.0 FT (1.2 M)
 DJ2156'WEST OF POWER POLE NO. 158, 4.0 FT (1.2 M) NORTH OF BARBWIRE FENCE
 DJ2156'AND 2.0 FT (0.6 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1326 ***********************************************************************
 DJ1326  DESIGNATION -  82 V 131
 DJ1326  PID         -  DJ1326
 DJ1326  STATE/COUNTY-  MS/MONTGOMERY
 DJ1326  USGS QUAD   -  KILMICHAEL (1966)
 DJ1326
 DJ1326                         *CURRENT SURVEY CONTROL
 DJ1326  ___________________________________________________________________
 DJ1326* NAD 83(1986)-  33 27 42.     (N)    089 35 59.     (W)     SCALED    
 DJ1326* NAVD 88     -       128.193  (meters)     420.58   (feet)  ADJUSTED  
 DJ1326  ___________________________________________________________________
 DJ1326  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DJ1326  DYNAMIC HT  -         128.057 (meters)     420.13  (feet)  COMP
 DJ1326  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DJ1326
 DJ1326  VERT ORDER  -  SECOND    CLASS 0
 DJ1326
 DJ1326.The horizontal coordinates were scaled from a topographic map and have
 DJ1326.an estimated accuracy of +/- 6 seconds.
 DJ1326
 DJ1326.The orthometric height was determined by differential leveling
 DJ1326.and adjusted in June 1991.
 DJ1326
 DJ1326.The geoid height was determined by GEOID03.
 DJ1326
 DJ1326.The dynamic height is computed by dividing the NAVD 88
 DJ1326.geopotential number by the normal gravity value computed on the
 DJ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1326.degrees latitude (g = 980.6199 gals.).
 DJ1326
 DJ1326.The modeled gravity was interpolated from observed gravity values.
 DJ1326
 DJ1326;                    North         East    Units  Estimated Accuracy
 DJ1326;SPC MS W     -   439,480.      768,200.      MT  (+/- 180 meters Scaled)
 DJ1326
 DJ1326                          SUPERSEDED SURVEY CONTROL
 DJ1326
 DJ1326  NGVD 29 (??/??/92)  128.172  (m)          420.51   (f) ADJ UNCH    2 0
 DJ1326
 DJ1326.Superseded values are not recommended for survey control.
 DJ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1326.See file dsdata.txt to determine how the superseded data were derived.
 DJ1326
 DJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC583054(NAD 83)
 DJ1326_MARKER: DD = SURVEY DISK
 DJ1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1326_SP_SET: CONCRETE POST
 DJ1326_STAMPING: BM 82V-131 1965
 DJ1326_MARK LOGO: MSHD  
 DJ1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1326+STABILITY: SURFACE MOTION
 DJ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1326+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DJ1326
 DJ1326  HISTORY     - Date     Condition        Report By
 DJ1326  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1326  HISTORY     - 1968     GOOD             MSHD
 DJ1326  HISTORY     - 19920330 GOOD             MSHD
 DJ1326
 DJ1326                          STATION DESCRIPTION
 DJ1326
 DJ1326'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1326'2.2 MI NW FROM KILMICHAEL.
 DJ1326'THE MARK IS LOCATED 2.2 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1326'KILMICHAEL ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1326'SOUTHEAST 1/4 OF SECTION 31, T 19N, R 7E.  IT IS 40 FEET NORTHEAST OF
 DJ1326'THE CENTER OF U.S. HIGHWAY 82, 5 FEET NORTHEAST OF THE EDGE OF A BANK,
 DJ1326'88.5 FEET NORTHEAST OF A POWER LINE POLE, 193.5 FEET EAST SOUTHEAST OF
 DJ1326'A POWER LINE POLE WITH A TRANSFORMER ON IT, 1.5 FEET EAST OF A METAL
 DJ1326'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 4
 DJ1326'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH
 DJ1326'FROM THE U.S. POST OFFICE IN KILMICHAEL GO NORTHWEST ON U.S. HIGHWAY
 DJ1326'82 FOR 2.25 MILES TO A SIDE ROAD RIGHT. CONTINUE NORTHWEST ON U.S.
 DJ1326'HIGHWAY 82 FOR 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1326
 DJ1326                          STATION RECOVERY (1992)
 DJ1326
 DJ1326'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2157 ***********************************************************************
 DJ2157  DESIGNATION -  82 V 131 RESET
 DJ2157  PID         -  DJ2157
 DJ2157  STATE/COUNTY-  MS/MONTGOMERY
 DJ2157  USGS QUAD   -  KILMICHAEL (1966)
 DJ2157
 DJ2157                         *CURRENT SURVEY CONTROL
 DJ2157  ___________________________________________________________________
 DJ2157* NAD 83(2007)-  33 27 39.56001(N)    089 35 56.44573(W)     NO CHECK  
 DJ2157* NAVD 88     -       127.03   (meters)     416.8    (feet)  RESET     
 DJ2157  ___________________________________________________________________
 DJ2157  EPOCH DATE  -        2002.00
 DJ2157  X           -      37,277.744 (meters)                     COMP
 DJ2157  Y           -  -5,326,409.431 (meters)                     COMP
 DJ2157  Z           -   3,496,780.494 (meters)                     COMP
 DJ2157  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DJ2157  ELLIP HEIGHT-          99.951 (meters)          (02/10/07) NO CHECK
 DJ2157  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DJ2157
 DJ2157  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ2157  Type    PID    Designation                      North   East  Ellip
 DJ2157  -------------------------------------------------------------------
 DJ2157  NETWORK DJ2157 82 V 131 RESET                    2.12   1.61   8.68
 DJ2157  -------------------------------------------------------------------
 DJ2157  VERT ORDER  -  THIRD
 DJ2157
 DJ2157.The horizontal coordinates were established by GPS observations
 DJ2157.and adjusted by the National Geodetic Survey in February 2007.
 DJ2157
 DJ2157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ2157.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ2157.No horizontal observational check was made to the station.
 DJ2157.The horizontal coordinates are valid at the epoch date displayed above.
 DJ2157.The epoch date for horizontal control is a decimal equivalence
 DJ2157.of Year/Month/Day.
 DJ2157
 DJ2157.The orthometric height was computed from unverified reset data.
 DJ2157.No vertical observational check was made to the station.
 DJ2157
 DJ2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2157
 DJ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2157
 DJ2157.The ellipsoidal height was determined by GPS observations
 DJ2157.and is referenced to NAD 83.
 DJ2157
 DJ2157.The geoid height was determined by GEOID03.
 DJ2157
 DJ2157;                    North         East     Units Scale Factor Converg.
 DJ2157;SPC MS W     -   439,405.624   768,262.858   MT  1.00000743   +0 24 17.6
 DJ2157;SPC MS W     - 1,441,616.62  2,520,542.39   sFT  1.00000743   +0 24 17.6
 DJ2157;UTM  16      - 3,705,416.061   258,448.775   MT  1.00031940   -1 26 01.4
 DJ2157
 DJ2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2157!SPC MS W     -   0.99998431  x   1.00000743  =   0.99999174
 DJ2157!UTM  16      -   0.99998431  x   1.00031940  =   1.00030370
 DJ2157
 DJ2157                          SUPERSEDED SURVEY CONTROL
 DJ2157
 DJ2157  ELLIP H (04/15/02)   99.935  (m)                       GP(       ) 4 2
 DJ2157  NAD 83(1993)-  33 27 39.55989(N)    089 35 56.44555(W) AD(       ) 1
 DJ2157  ELLIP H (02/15/02)   99.950  (m)                       GP(       ) 4 1
 DJ2157  NGVD 29 (08/12/04)  127.01   (m)          416.7    (f) RESET       3  
 DJ2157
 DJ2157.Superseded values are not recommended for survey control.
 DJ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2157.See file dsdata.txt to determine how the superseded data were derived.
 DJ2157
 DJ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5844905416(NAD 83)
 DJ2157_MARKER: DD = SURVEY DISK
 DJ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2157_SP_SET: CONCRETE POST
 DJ2157_STAMPING: B.M. 82V 131 RESET 1992
 DJ2157_MARK LOGO: MSHD  
 DJ2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2157+STABILITY: SURFACE MOTION
 DJ2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2157+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 DJ2157
 DJ2157  HISTORY     - Date     Condition        Report By
 DJ2157  HISTORY     - 1992     MONUMENTED       MSHD
 DJ2157  HISTORY     - 20001010 GOOD             MSHD
 DJ2157
 DJ2157                          STATION DESCRIPTION
 DJ2157
 DJ2157'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2157'2.29 MI (3.69 KM) WEST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF
 DJ2157'STATE HIGHWAY 413, AT KILMICHAEL TO MARK ON THE LEFT, 107 FT (32.6 M)
 DJ2157'SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, 100.0 FT (30.5 M)
 DJ2157'WEST OF POWER POLE NO. 178, 83.0 FT (25.3 M) NORTH OF NORTHWEST
 DJ2157'CORNER OF PINE CABIN MOTEL AND RESTAURANT, 50.0 FT (15.2 M) WEST OF
 DJ2157'THE CENTER OF COUNTY ROAD LEADING NORTH AND 2.0 FT (0.6 M) WEST OF A
 DJ2157'METAL WITNESS POST.
 DJ2157
 DJ2157                          STATION RECOVERY (2000)
 DJ2157
 DJ2157'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ2157'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1325 ***********************************************************************
 DJ1325  DESIGNATION -  82 V 132
 DJ1325  PID         -  DJ1325
 DJ1325  STATE/COUNTY-  MS/MONTGOMERY
 DJ1325  USGS QUAD   -  KILMICHAEL (1966)
 DJ1325
 DJ1325                         *CURRENT SURVEY CONTROL
 DJ1325  ___________________________________________________________________
 DJ1325* NAD 83(1986)-  33 27 23.     (N)    089 35 12.     (W)     SCALED    
 DJ1325* NAVD 88     -       119.478  (meters)     391.99   (feet)  ADJUSTED  
 DJ1325  ___________________________________________________________________
 DJ1325  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DJ1325  DYNAMIC HT  -         119.351 (meters)     391.57  (feet)  COMP
 DJ1325  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DJ1325
 DJ1325  VERT ORDER  -  SECOND    CLASS 0
 DJ1325
 DJ1325.The horizontal coordinates were scaled from a topographic map and have
 DJ1325.an estimated accuracy of +/- 6 seconds.
 DJ1325
 DJ1325.The orthometric height was determined by differential leveling
 DJ1325.and adjusted in June 1991.
 DJ1325
 DJ1325.The geoid height was determined by GEOID03.
 DJ1325
 DJ1325.The dynamic height is computed by dividing the NAVD 88
 DJ1325.geopotential number by the normal gravity value computed on the
 DJ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1325.degrees latitude (g = 980.6199 gals.).
 DJ1325
 DJ1325.The modeled gravity was interpolated from observed gravity values.
 DJ1325
 DJ1325;                    North         East    Units  Estimated Accuracy
 DJ1325;SPC MS W     -   438,900.      769,410.      MT  (+/- 180 meters Scaled)
 DJ1325
 DJ1325                          SUPERSEDED SURVEY CONTROL
 DJ1325
 DJ1325  NGVD 29 (??/??/92)  119.457  (m)          391.92   (f) ADJ UNCH    2 0
 DJ1325
 DJ1325.Superseded values are not recommended for survey control.
 DJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1325.See file dsdata.txt to determine how the superseded data were derived.
 DJ1325
 DJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC595048(NAD 83)
 DJ1325_MARKER: DD = SURVEY DISK
 DJ1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1325_STAMPING: BM 82V-132 1965
 DJ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1325+STABILITY: SURFACE MOTION
 DJ1325
 DJ1325  HISTORY     - Date     Condition        Report By
 DJ1325  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1325  HISTORY     - 1968     GOOD             MSHD
 DJ1325
 DJ1325                          STATION DESCRIPTION
 DJ1325
 DJ1325'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1325'1.4 MI NW FROM KILMICHAEL.
 DJ1325'THE MARK IS LOCATED 1.4 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1325'KILMICHAEL ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1325'NORTHWEST 1/4 OF SECTION 5, T 18N, R 7E.  IT IS 39.5 FEET SOUTHWEST OF
 DJ1325'THE CENTER OF U.S. HIGHWAY 82, 3 FEET NORTHEAST OF A POWER LINE POLE,
 DJ1325'16 FEET NORTH NORTHWEST OF A RIGHT-OF-WAY MARKER, 2 FEET SOUTHEAST OF
 DJ1325'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DJ1325'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO
 DJ1325'REACH FROM THE U.S. POST OFFICE IN KILMICHAEL GO NORTHWEST ON U.S.
 DJ1325'HIGHWAY 82 FOR 1.1 MILES TO AN ANGLING SIDE ROAD RIGHT. CONTINUE
 DJ1325'NORTHWEST ON U.S. HIGHWAY 82 FOR 0.3 MILE TO THE MARK ON THE LEFT JUST
 DJ1325'PAST A SMALL WHITE FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1324 ***********************************************************************
 DJ1324  DESIGNATION -  82 V 133
 DJ1324  PID         -  DJ1324
 DJ1324  STATE/COUNTY-  MS/MONTGOMERY
 DJ1324  USGS QUAD   -  KILMICHAEL (1966)
 DJ1324
 DJ1324                         *CURRENT SURVEY CONTROL
 DJ1324  ___________________________________________________________________
 DJ1324* NAD 83(1986)-  33 26 52.     (N)    089 34 34.     (W)     SCALED    
 DJ1324* NAVD 88     -       116.965  (meters)     383.74   (feet)  ADJUSTED  
 DJ1324  ___________________________________________________________________
 DJ1324  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DJ1324  DYNAMIC HT  -         116.840 (meters)     383.33  (feet)  COMP
 DJ1324  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 DJ1324
 DJ1324  VERT ORDER  -  SECOND    CLASS 0
 DJ1324
 DJ1324.The horizontal coordinates were scaled from a topographic map and have
 DJ1324.an estimated accuracy of +/- 6 seconds.
 DJ1324
 DJ1324.The orthometric height was determined by differential leveling
 DJ1324.and adjusted in June 1991.
 DJ1324
 DJ1324.The geoid height was determined by GEOID03.
 DJ1324
 DJ1324.The dynamic height is computed by dividing the NAVD 88
 DJ1324.geopotential number by the normal gravity value computed on the
 DJ1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1324.degrees latitude (g = 980.6199 gals.).
 DJ1324
 DJ1324.The modeled gravity was interpolated from observed gravity values.
 DJ1324
 DJ1324;                    North         East    Units  Estimated Accuracy
 DJ1324;SPC MS W     -   437,960.      770,400.      MT  (+/- 180 meters Scaled)
 DJ1324
 DJ1324                          SUPERSEDED SURVEY CONTROL
 DJ1324
 DJ1324  NGVD 29 (??/??/92)  116.944  (m)          383.67   (f) ADJ UNCH    2 0
 DJ1324
 DJ1324.Superseded values are not recommended for survey control.
 DJ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1324.See file dsdata.txt to determine how the superseded data were derived.
 DJ1324
 DJ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC605038(NAD 83)
 DJ1324_MARKER: DD = SURVEY DISK
 DJ1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1324_STAMPING: BM 82V-133 1965
 DJ1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1324+STABILITY: SURFACE MOTION
 DJ1324
 DJ1324  HISTORY     - Date     Condition        Report By
 DJ1324  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1324  HISTORY     - 1968     GOOD             MSHD
 DJ1324
 DJ1324                          STATION DESCRIPTION
 DJ1324
 DJ1324'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1324'0.6 MI NW FROM KILMICHAEL.
 DJ1324'THE MARK IS LOCATED 0.6 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 DJ1324'KILMICHAEL ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1324'SOUTHEAST 1/4 OF SECTION 5, T 18N, R 7E.  IT IS 46 FEET SOUTHWEST OF
 DJ1324'THE CENTER OF U.S. HIGHWAY 82, 1.5 FEET NORTHWEST OF A POWER LINE
 DJ1324'POLE, 4.5 FEET NORTHEAST OF A FENCE, 40 FEET WEST OF THE KILMICHAEL
 DJ1324'CORP. LIMIT SIGN, 2 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN THE
 DJ1324'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF
 DJ1324'THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE
 DJ1324'IN KILMICHAEL GO NORTHWEST ON U.S. HIGHWAY 82 FOR 0.45 MILE TO A SIDE
 DJ1324'ROAD LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 82 FOR 0.1 MILE TO THE
 DJ1324'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1323 ***********************************************************************
 DJ1323  DESIGNATION -  82 V 134
 DJ1323  PID         -  DJ1323
 DJ1323  STATE/COUNTY-  MS/MONTGOMERY
 DJ1323  USGS QUAD   -  KILMICHAEL (1966)
 DJ1323
 DJ1323                         *CURRENT SURVEY CONTROL
 DJ1323  ___________________________________________________________________
 DJ1323* NAD 83(1986)-  33 26 16.     (N)    089 33 47.     (W)     SCALED    
 DJ1323* NAVD 88     -       112.158  (meters)     367.97   (feet)  ADJUSTED  
 DJ1323  ___________________________________________________________________
 DJ1323  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DJ1323  DYNAMIC HT  -         112.038 (meters)     367.58  (feet)  COMP
 DJ1323  MODELED GRAV-     979,566.1   (mgal)                       NAVD 88
 DJ1323
 DJ1323  VERT ORDER  -  SECOND    CLASS 0
 DJ1323
 DJ1323.The horizontal coordinates were scaled from a topographic map and have
 DJ1323.an estimated accuracy of +/- 6 seconds.
 DJ1323
 DJ1323.The orthometric height was determined by differential leveling
 DJ1323.and adjusted in June 1991.
 DJ1323
 DJ1323.The geoid height was determined by GEOID03.
 DJ1323
 DJ1323.The dynamic height is computed by dividing the NAVD 88
 DJ1323.geopotential number by the normal gravity value computed on the
 DJ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1323.degrees latitude (g = 980.6199 gals.).
 DJ1323
 DJ1323.The modeled gravity was interpolated from observed gravity values.
 DJ1323
 DJ1323;                    North         East    Units  Estimated Accuracy
 DJ1323;SPC MS W     -   436,860.      771,630.      MT  (+/- 180 meters Scaled)
 DJ1323
 DJ1323                          SUPERSEDED SURVEY CONTROL
 DJ1323
 DJ1323  NGVD 29 (??/??/92)  112.136  (m)          367.90   (f) ADJ UNCH    2 0
 DJ1323
 DJ1323.Superseded values are not recommended for survey control.
 DJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1323.See file dsdata.txt to determine how the superseded data were derived.
 DJ1323
 DJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC617027(NAD 83)
 DJ1323_MARKER: DD = SURVEY DISK
 DJ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1323_STAMPING: BM 82V-134 1965
 DJ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1323+STABILITY: SURFACE MOTION
 DJ1323
 DJ1323  HISTORY     - Date     Condition        Report By
 DJ1323  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1323  HISTORY     - 1968     GOOD             MSHD
 DJ1323
 DJ1323                          STATION DESCRIPTION
 DJ1323
 DJ1323'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1323'0.4 MI SE FROM KILMICHAEL.
 DJ1323'THE MARK IS LOCATED 0.4 MILE SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1323'KILMICHAEL IN THE SOUTHWEST ANGLE OF THE JUNCTION OF MISSISSIPPI
 DJ1323'HIGHWAY 413 WITH U.S. HIGHWAY 82 AND IS NEAR THE CENTER OF SECTION 9,
 DJ1323'T 18N, R 7E.  IT IS 35.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82,
 DJ1323'45 FEET WEST SOUTHWEST OF THE CENTER OF MISSISSIPPI HIGHWAY 413, 26
 DJ1323'FEET NORTH OF THE CENTER OF A BLACKTOP STREET, 6.5 FEET NORTH
 DJ1323'NORTHWEST OF A UTILITY POLE, 12 FEET SOUTH OF A HIGHWAY MARKING SIGN,
 DJ1323'2 FEET EAST SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 DJ1323'INCH ROUND CONCRETE POST ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY
 DJ1323'AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1323'KILMICHAEL GO SOUTHEAST ON U.S. HIGHWAY 82 FOR 0.4 MILE TO MISSISSIPPI
 DJ1323'HIGHWAY 413 AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1322 ***********************************************************************
 DJ1322  CBN         -  This is a Cooperative Base Network Control Station.
 DJ1322  DESIGNATION -  82 V 135
 DJ1322  PID         -  DJ1322
 DJ1322  STATE/COUNTY-  MS/MONTGOMERY
 DJ1322  USGS QUAD   -  KILMICHAEL (1966)
 DJ1322
 DJ1322                         *CURRENT SURVEY CONTROL
 DJ1322  ___________________________________________________________________
 DJ1322* NAD 83(2007)-  33 26 18.22890(N)    089 33 06.22577(W)     ADJUSTED  
 DJ1322* NAVD 88     -        97.354  (meters)     319.40   (feet)  ADJUSTED  
 DJ1322  ___________________________________________________________________
 DJ1322  EPOCH DATE  -        2002.00
 DJ1322  X           -      41,683.960 (meters)                     COMP
 DJ1322  Y           -  -5,327,733.128 (meters)                     COMP
 DJ1322  Z           -   3,494,673.326 (meters)                     COMP
 DJ1322  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 DJ1322  ELLIP HEIGHT-          70.139 (meters)          (02/10/07) ADJUSTED
 DJ1322  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DJ1322  DYNAMIC HT  -          97.250 (meters)     319.06  (feet)  COMP
 DJ1322
 DJ1322  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1322  Type    PID    Designation                      North   East  Ellip
 DJ1322  -------------------------------------------------------------------
 DJ1322  NETWORK DJ1322 82 V 135                          0.59   0.63   2.21
 DJ1322  -------------------------------------------------------------------
 DJ1322  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DJ1322
 DJ1322  VERT ORDER  -  SECOND    CLASS 0
 DJ1322
 DJ1322.The horizontal coordinates were established by GPS observations
 DJ1322.and adjusted by the National Geodetic Survey in February 2007.
 DJ1322
 DJ1322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1322.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1322.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1322.The epoch date for horizontal control is a decimal equivalence
 DJ1322.of Year/Month/Day.
 DJ1322
 DJ1322.The orthometric height was determined by differential leveling
 DJ1322.and adjusted in June 1991.
 DJ1322
 DJ1322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1322
 DJ1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1322
 DJ1322.The ellipsoidal height was determined by GPS observations
 DJ1322.and is referenced to NAD 83.
 DJ1322
 DJ1322.The geoid height was determined by GEOID03.
 DJ1322
 DJ1322.The dynamic height is computed by dividing the NAVD 88
 DJ1322.geopotential number by the normal gravity value computed on the
 DJ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1322.degrees latitude (g = 980.6199 gals.).
 DJ1322
 DJ1322.The modeled gravity was interpolated from observed gravity values.
 DJ1322
 DJ1322;                    North         East     Units Scale Factor Converg.
 DJ1322;SPC MS W     -   436,931.988   772,677.289   MT  1.00001510   +0 25 50.6
 DJ1322;SPC MS W     - 1,433,501.03  2,535,025.41   sFT  1.00001510   +0 25 50.6
 DJ1322;SPC MS E     -   436,889.591   233,200.213   MT  1.00000499   -0 23 45.2
 DJ1322;SPC MS E     - 1,433,361.93    765,091.03   sFT  1.00000499   -0 23 45.2
 DJ1322;UTM  16      - 3,702,801.336   262,782.874   MT  1.00029382   -1 24 24.3
 DJ1322
 DJ1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1322!SPC MS W     -   0.99998899  x   1.00001510  =   1.00000409
 DJ1322!SPC MS E     -   0.99998899  x   1.00000499  =   0.99999398
 DJ1322!UTM  16      -   0.99998899  x   1.00029382  =   1.00028281
 DJ1322
 DJ1322                          SUPERSEDED SURVEY CONTROL
 DJ1322
 DJ1322  ELLIP H (04/15/02)   70.129  (m)                       GP(       ) 4 2
 DJ1322  ELLIP H (02/15/02)   70.130  (m)                       GP(       ) 4 1
 DJ1322  NAD 83(1993)-  33 26 18.24168(N)    089 33 06.22410(W) AD(       ) 1
 DJ1322  NAD 83(1993)-  33 26 18.22868(N)    089 33 06.22559(W) AD(       ) B
 DJ1322  ELLIP H (01/12/94)   70.209  (m)                       GP(       ) 4 1
 DJ1322  NAVD 88 (01/12/94)   97.35   (m)          319.4    (f) LEVELING    3  
 DJ1322  NGVD 29 (??/??/92)   97.331  (m)          319.33   (f) ADJ UNCH    2 0
 DJ1322
 DJ1322.Superseded values are not recommended for survey control.
 DJ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1322.See file dsdata.txt to determine how the superseded data were derived.
 DJ1322
 DJ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6278302801(NAD 83)
 DJ1322_MARKER: DD = SURVEY DISK
 DJ1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1322_SP_SET: CONCRETE POST
 DJ1322_STAMPING: BM 82V-135 1965
 DJ1322_MARK LOGO: MSHD  
 DJ1322_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1322+STABILITY: SURFACE MOTION
 DJ1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1322+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 DJ1322
 DJ1322  HISTORY     - Date     Condition        Report By
 DJ1322  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1322  HISTORY     - 1968     GOOD             MSHD
 DJ1322  HISTORY     - 19921008 GOOD             MSHD
 DJ1322  HISTORY     - 19930511 GOOD
 DJ1322  HISTORY     - 20000808 GOOD             NGS
 DJ1322
 DJ1322                          STATION DESCRIPTION
 DJ1322
 DJ1322'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1322'1.0 MI SE FROM KILMICHAEL.
 DJ1322'THE MARK IS LOCATED 1.0 MILE SOUTHEAST OF THE APPROXIMATE CENTER OF
 DJ1322'KILMICHAEL ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1322'NORTHWEST 1/4 OF SECTION 10, T 18N, R 7E.  IT IS 74.5 FEET NORTH OF
 DJ1322'THE CENTER OF U.S. HIGHWAY 82, 13 FEET EAST OF THE CENTER OF A
 DJ1322'GRAVELED DRIVEWAY, 26 FEET SOUTH OF A FENCE CORNER, 3.5 FEET EAST OF A
 DJ1322'POWER LINE POLE, 2 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 DJ1322'OF A 12 INCH ROUND CONCRETE POST AND 5 FEET BELOW THE LEVEL OF THE
 DJ1322'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1322'KILMICHAEL GO SOUTHEAST ON U.S. HIGHWAY 82 FOR 0.4 MILE TO THE
 DJ1322'JUNCTION OF MISSISSIPPI HIGHWAY 413.  CONTINUE EAST ON U.S. HIGHWAY 82
 DJ1322'FOR 0.6 MILE TO A DRIVEWAY LEADING TO A HOUSE OFF THE HIGHWAY AND THE
 DJ1322'MARK ON THE LEFT AS DESCRIBED.
 DJ1322
 DJ1322                          STATION RECOVERY (1992)
 DJ1322
 DJ1322'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ1322'MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF KILMICHAEL IN THE
 DJ1322'NORTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 82 AND THE WEST LEG
 DJ1322'OF A CIRCULAR DRIVEWAY, AT THE UNDEVELOPED KILMICHAEL INDUSTRIAL PARK
 DJ1322'AND IS IN SECTION 10, T 18N, R 7E.
 DJ1322'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 413 IN
 DJ1322'KILMACHAEL, GO EAST ON U.S. HIGHWAY 82 FOR 0.6 MI (1.0 KM) TO A
 DJ1322'DRIVEWAY AND THE MARK ON THE LEFT.
 DJ1322'MARK IS A STANDARD MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 DJ1322'5 INCHES BELOW THE GROUND, ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF THE
 DJ1322'HIGHWAY, 255 FT (77.7 M) SOUTHEAST OF A POWER POLE WITH GUY WIRES,
 DJ1322'90.7 FT (27.6 M) SOUTHWEST OF A TELEPHONE CABLE P.E.D., 75 FT
 DJ1322'(22.9 M) NORTH OF THE CENTER OF HIGHWAY 82, 18 FT (5.5 M) EAST OF THE
 DJ1322'CENTER OF THE WEST LEG OF A CIRCULAR DRIVEWAY, 14 FT (4.3 M) NORTH OF
 DJ1322'THE EAST END OF A METAL CULVERT, 1 FT (0.3 M) EAST OF A METAL WITNESS
 DJ1322'POST AND 1 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DJ1322
 DJ1322                          STATION RECOVERY (1993)
 DJ1322
 DJ1322'RECOVERED 1993
 DJ1322'RECOVERED IN GOOD CONDITION.
 DJ1322
 DJ1322                          STATION RECOVERY (2000)
 DJ1322
 DJ1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1322'THE STATION IS ON THE EAST SIDE OF KILMICHAEL, MS, ALONG US 82 ABOUT
 DJ1322'10 MI (16.1 KM) EAST OF WINONA.  IT IS LOCATED IN THE WEDGE SHAPED
 DJ1322'PLOT SOUTH OF THE NEW US 82 (4 LANE) AND NORTH OF THE DEAD END SECTION
 DJ1322'OF OLD US 82 WHERE IT EXITS KILMICHAEL TO THE EAST.  THE STATION IS
 DJ1322'63.3 FT (19.3 M) NORTH OF A RR SPIKE DRIVEN INTO THE NORTH EOP OF OLD
 DJ1322'82, ON LINE WITH A POWER POLE WITH 2 CROSS ARMS VISIBLE TO THE NORTH,
 DJ1322'ACROSS NEW US 82.  IT IS 72.8 FT (22.2 M) NE OF A PLANT ENTRANCE SIGN
 DJ1322'ON THE NORTH SIDE OF OLD US 82.  IT IS 140 FT (42.7 M) SW OF THE TOP
 DJ1322'LIP OF THE SOUTH END OF A ROUND CONCRETE CULVERT PIPE UNDER NEW US 82.
 DJ1322'THE STATION IS ALSO NORTH OF THE LOWEST DRAINAGE DITCH RUNNING E-W
 DJ1322'THROUGH THE PLOT, ON TEH TERRACE BELOW, AND SOUTH OF, THE HIGHEST
 DJ1322'RIDGE.  THE MARK IS ABOUT 0.5 FT (15.2 CM) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1321 ***********************************************************************
 DJ1321  DESIGNATION -  82 V 136
 DJ1321  PID         -  DJ1321
 DJ1321  STATE/COUNTY-  MS/MONTGOMERY
 DJ1321  USGS QUAD   -  KILMICHAEL (1966)
 DJ1321
 DJ1321                         *CURRENT SURVEY CONTROL
 DJ1321  ___________________________________________________________________
 DJ1321* NAD 83(1986)-  33 26 16.     (N)    089 32 16.     (W)     SCALED    
 DJ1321* NAVD 88     -        98.476  (meters)     323.08   (feet)  ADJUSTED  
 DJ1321  ___________________________________________________________________
 DJ1321  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DJ1321  DYNAMIC HT  -          98.370 (meters)     322.74  (feet)  COMP
 DJ1321  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DJ1321
 DJ1321  VERT ORDER  -  SECOND    CLASS 0
 DJ1321
 DJ1321.The horizontal coordinates were scaled from a topographic map and have
 DJ1321.an estimated accuracy of +/- 6 seconds.
 DJ1321
 DJ1321.The orthometric height was determined by differential leveling
 DJ1321.and adjusted in June 1991.
 DJ1321
 DJ1321.The geoid height was determined by GEOID03.
 DJ1321
 DJ1321.The dynamic height is computed by dividing the NAVD 88
 DJ1321.geopotential number by the normal gravity value computed on the
 DJ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1321.degrees latitude (g = 980.6199 gals.).
 DJ1321
 DJ1321.The modeled gravity was interpolated from observed gravity values.
 DJ1321
 DJ1321;                    North         East    Units  Estimated Accuracy
 DJ1321;SPC MS W     -   436,870.      773,980.      MT  (+/- 180 meters Scaled)
 DJ1321
 DJ1321                          SUPERSEDED SURVEY CONTROL
 DJ1321
 DJ1321  NGVD 29 (??/??/92)   98.451  (m)          323.00   (f) ADJ UNCH    2 0
 DJ1321
 DJ1321.Superseded values are not recommended for survey control.
 DJ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1321.See file dsdata.txt to determine how the superseded data were derived.
 DJ1321
 DJ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC640027(NAD 83)
 DJ1321_MARKER: DD = SURVEY DISK
 DJ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1321_STAMPING: BM 82V-136 1965
 DJ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1321+STABILITY: SURFACE MOTION
 DJ1321
 DJ1321  HISTORY     - Date     Condition        Report By
 DJ1321  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1321  HISTORY     - 1968     GOOD             MSHD
 DJ1321
 DJ1321                          STATION DESCRIPTION
 DJ1321
 DJ1321'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1321'1.8 MI E FROM KILMICHAEL.
 DJ1321'THE MARK IS LOCATED 1.8 MILES EAST OF THE APPROXIMATE CENTER OF
 DJ1321'KILMICHAEL ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE
 DJ1321'SOUTHEAST 1/4 OF SECTION 11, T 18N, R 7E.  IT IS 48 FEET SOUTH OF THE
 DJ1321'CENTER OF U.S. HIGHWAY 82, 54 FEET NORTH OF THE NORTHEAST CORNER OF A
 DJ1321'CHICKEN HOUSE, 61 FEET NORTH NORTHWEST OF A POWER LINE POLE WITH A GUY
 DJ1321'WIRE, 4.5 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER, 16.5 FEET WEST
 DJ1321'SOUTHWEST OF A 7 INCH TWIN PINE, 2 FEET EAST OF A METAL WITNESS POST,
 DJ1321'52 FEET NORTH OF A RIGHT-OF-WAY MARKER, SET IN THE TOP OF A 12 INCH
 DJ1321'ROUND CONCRETE POST ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 DJ1321'PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN KILMICHAEL
 DJ1321'GO SOUTHEAST ON U.S. HIGHWAY 82 FOR 0.4 MILE TO THE JUNCTION OF
 DJ1321'MISSISSIPPI HIGHWAY 413.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 1.45
 DJ1321'MILES TO THE EAST END OF THE MOST WESTERN OF A GROUP OF CHICKEN HOUSES
 DJ1321'AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1320 ***********************************************************************
 DJ1320  DESIGNATION -  82 V 137
 DJ1320  PID         -  DJ1320
 DJ1320  STATE/COUNTY-  MS/MONTGOMERY
 DJ1320  USGS QUAD   -  KILMICHAEL (1966)
 DJ1320
 DJ1320                         *CURRENT SURVEY CONTROL
 DJ1320  ___________________________________________________________________
 DJ1320* NAD 83(1986)-  33 26 17.     (N)    089 31 29.     (W)     SCALED    
 DJ1320* NAVD 88     -       104.526  (meters)     342.93   (feet)  ADJUSTED  
 DJ1320  ___________________________________________________________________
 DJ1320  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DJ1320  DYNAMIC HT  -         104.413 (meters)     342.56  (feet)  COMP
 DJ1320  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 DJ1320
 DJ1320  VERT ORDER  -  SECOND    CLASS 0
 DJ1320
 DJ1320.The horizontal coordinates were scaled from a topographic map and have
 DJ1320.an estimated accuracy of +/- 6 seconds.
 DJ1320
 DJ1320.The orthometric height was determined by differential leveling
 DJ1320.and adjusted in June 1991.
 DJ1320
 DJ1320.The geoid height was determined by GEOID03.
 DJ1320
 DJ1320.The dynamic height is computed by dividing the NAVD 88
 DJ1320.geopotential number by the normal gravity value computed on the
 DJ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1320.degrees latitude (g = 980.6199 gals.).
 DJ1320
 DJ1320.The modeled gravity was interpolated from observed gravity values.
 DJ1320
 DJ1320;                    North         East    Units  Estimated Accuracy
 DJ1320;SPC MS W     -   436,910.      775,190.      MT  (+/- 180 meters Scaled)
 DJ1320
 DJ1320                          SUPERSEDED SURVEY CONTROL
 DJ1320
 DJ1320  NGVD 29 (??/??/92)  104.499  (m)          342.84   (f) ADJ UNCH    2 0
 DJ1320
 DJ1320.Superseded values are not recommended for survey control.
 DJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1320.See file dsdata.txt to determine how the superseded data were derived.
 DJ1320
 DJ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC652027(NAD 83)
 DJ1320_MARKER: DD = SURVEY DISK
 DJ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1320_STAMPING: BM 82V-137 1965
 DJ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1320+STABILITY: SURFACE MOTION
 DJ1320
 DJ1320  HISTORY     - Date     Condition        Report By
 DJ1320  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1320  HISTORY     - 1968     GOOD             MSHD
 DJ1320
 DJ1320                          STATION DESCRIPTION
 DJ1320
 DJ1320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1320'2.6 MI E FROM KILMICHAEL.
 DJ1320'THE MARK IS LOCATED 2.6 MILES EAST OF THE APPROXIMATE CENTER OF
 DJ1320'KILMICHAEL IN THE NORTHWEST ANGLE OF A T INTERSECTION OF A BLACKTOP
 DJ1320'ROAD WITH U.S. HIGHWAY 82 IN THE NORTHEAST 1/4 OF SECTION 11, T 18N, R
 DJ1320'7E.  IT IS 73.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 97 FEET
 DJ1320'WEST OF THE CENTER OF A BLACKTOP ROAD, 127.5 FEET NORTHWEST OF THE
 DJ1320'CENTER OF A T INTERSECTION, 2.5 FEET SOUTHEAST OF A POWER LINE POLE
 DJ1320'WITH GUY WIRES, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 DJ1320'OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DJ1320'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1320'KILMICHAEL GO SOUTHEAST ON U.S. HIGHWAY 82 FOR 2.65 MILES TO A SIDE
 DJ1320'ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1318 ***********************************************************************
 DJ1318  DESIGNATION -  82 V 138
 DJ1318  PID         -  DJ1318
 DJ1318  STATE/COUNTY-  MS/MONTGOMERY
 DJ1318  USGS QUAD   -  KILMICHAEL (1966)
 DJ1318
 DJ1318                         *CURRENT SURVEY CONTROL
 DJ1318  ___________________________________________________________________
 DJ1318* NAD 83(1986)-  33 26 16.     (N)    089 30 42.     (W)     SCALED    
 DJ1318* NAVD 88     -       100.192  (meters)     328.71   (feet)  ADJUSTED  
 DJ1318  ___________________________________________________________________
 DJ1318  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DJ1318  DYNAMIC HT  -         100.083 (meters)     328.36  (feet)  COMP
 DJ1318  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 DJ1318
 DJ1318  VERT ORDER  -  SECOND    CLASS 0
 DJ1318
 DJ1318.The horizontal coordinates were scaled from a topographic map and have
 DJ1318.an estimated accuracy of +/- 6 seconds.
 DJ1318
 DJ1318.The orthometric height was determined by differential leveling
 DJ1318.and adjusted in June 1991.
 DJ1318
 DJ1318.The geoid height was determined by GEOID03.
 DJ1318
 DJ1318.The dynamic height is computed by dividing the NAVD 88
 DJ1318.geopotential number by the normal gravity value computed on the
 DJ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1318.degrees latitude (g = 980.6199 gals.).
 DJ1318
 DJ1318.The modeled gravity was interpolated from observed gravity values.
 DJ1318
 DJ1318;                    North         East    Units  Estimated Accuracy
 DJ1318;SPC MS W     -   436,890.      776,400.      MT  (+/- 180 meters Scaled)
 DJ1318
 DJ1318                          SUPERSEDED SURVEY CONTROL
 DJ1318
 DJ1318  NGVD 29 (??/??/92)  100.163  (m)          328.62   (f) ADJ UNCH    2 0
 DJ1318
 DJ1318.Superseded values are not recommended for survey control.
 DJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1318.See file dsdata.txt to determine how the superseded data were derived.
 DJ1318
 DJ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC665026(NAD 83)
 DJ1318_MARKER: DD = SURVEY DISK
 DJ1318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ1318_SP_SET: BRIDGE ABUTMENT
 DJ1318_STAMPING: BM 82V 138 1965
 DJ1318_MARK LOGO: MSHD  
 DJ1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1318+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1988
 DJ1318
 DJ1318  HISTORY     - Date     Condition        Report By
 DJ1318  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1318  HISTORY     - 1968     GOOD             MSHD
 DJ1318  HISTORY     - 19880302 GOOD             MSHD
 DJ1318
 DJ1318                          STATION DESCRIPTION
 DJ1318
 DJ1318'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1318'3.4 MI ESE FROM KILMICHAEL.
 DJ1318'THE MARK IS LOCATED 3.4 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DJ1318'OF KILMICHAEL IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 DJ1318'BRIDGE OVER A SMALL CREEK, 4.5 MILES SOUTHWEST OF STEWART IN THE
 DJ1318'SOUTHEAST 1/4 OF SECTION 12, T 18N, R 7E.  IT IS 15 FEET SOUTH OF THE
 DJ1318'CENTER OF U.S. HIGHWAY 82, 1.1 FEET NORTH OF THE SOUTH END OF THE
 DJ1318'ABUTMENT 1.5 FEET WEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN
 DJ1318'THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT
 DJ1318'LEVEL WITH THE HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1318'KILMICHAEL GO SOUTHEAST ON U.S. HIGHWAY 82 FOR 2.65 MILES TO A SIDE
 DJ1318'ROAD LEFT.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 0.7 MILE TO THE EAST
 DJ1318'END OF A CONCRETE BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ1318
 DJ1318                          STATION RECOVERY (1988)
 DJ1318
 DJ1318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1318'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 DJ1318'CONSTRUCTION AND WAS RESET AT THIS DATE. SEE DESCRIPTION FOR 82V 138
 DJ1318'RESET 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2130 ***********************************************************************
 DJ2130  DESIGNATION -  82 V 138 RESET
 DJ2130  PID         -  DJ2130
 DJ2130  STATE/COUNTY-  MS/MONTGOMERY
 DJ2130  USGS QUAD   -  KILMICHAEL (1966)
 DJ2130
 DJ2130                         *CURRENT SURVEY CONTROL
 DJ2130  ___________________________________________________________________
 DJ2130* NAD 83(1986)-  33 26 16.     (N)    089 30 42.     (W)     SCALED    
 DJ2130* NAVD 88     -       100.15   (meters)     328.6    (feet)  RESET     
 DJ2130  ___________________________________________________________________
 DJ2130  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DJ2130  VERT ORDER  -  THIRD
 DJ2130
 DJ2130.The horizontal coordinates were scaled from a topographic map and have
 DJ2130.an estimated accuracy of +/- 6 seconds.
 DJ2130
 DJ2130.The orthometric height was computed from unverified reset data.
 DJ2130.No vertical observational check was made to the station.
 DJ2130
 DJ2130.The geoid height was determined by GEOID03.
 DJ2130
 DJ2130;                    North         East    Units  Estimated Accuracy
 DJ2130;SPC MS W     -   436,890.      776,400.      MT  (+/- 180 meters Scaled)
 DJ2130
 DJ2130                          SUPERSEDED SURVEY CONTROL
 DJ2130
 DJ2130  NGVD 29 (08/12/04)  100.12   (m)          328.5    (f) RESET       3  
 DJ2130
 DJ2130.Superseded values are not recommended for survey control.
 DJ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2130.See file dsdata.txt to determine how the superseded data were derived.
 DJ2130
 DJ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC665026(NAD 83)
 DJ2130_MARKER: DV = VERTICAL CONTROL DISK
 DJ2130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2130_SP_SET: BRIDGE ABUTMENT
 DJ2130_STAMPING: 82V 138 RESET 1988
 DJ2130_MARK LOGO: NGS   
 DJ2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2130+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DJ2130
 DJ2130  HISTORY     - Date     Condition        Report By
 DJ2130  HISTORY     - 1988     MONUMENTED       MSHD
 DJ2130
 DJ2130                          STATION DESCRIPTION
 DJ2130
 DJ2130'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ2130'3.3 MI (5.31 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE POST OFFICE AT
 DJ2130'KILMICHAEL TO EAST END OF CONCRETE BRIDGE AND MARK ON THE RIGHT, SET
 DJ2130'IN A DRILL HOLE IN TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 DJ2130', 33 FT (10.06 M) SOUTH OF THE CENTER OF BRIDGE AND ABOUT 4.0 FT
 DJ2130'(1.22 M) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1317 ***********************************************************************
 DJ1317  DESIGNATION -  82 V 139
 DJ1317  PID         -  DJ1317
 DJ1317  STATE/COUNTY-  MS/MONTGOMERY
 DJ1317  USGS QUAD   -  STEWART (1966)
 DJ1317
 DJ1317                         *CURRENT SURVEY CONTROL
 DJ1317  ___________________________________________________________________
 DJ1317* NAD 83(1986)-  33 26 18.     (N)    089 29 49.     (W)     SCALED    
 DJ1317* NAVD 88     -       105.482  (meters)     346.07   (feet)  ADJUSTED  
 DJ1317  ___________________________________________________________________
 DJ1317  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DJ1317  DYNAMIC HT  -         105.369 (meters)     345.70  (feet)  COMP
 DJ1317  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DJ1317
 DJ1317  VERT ORDER  -  SECOND    CLASS 0
 DJ1317
 DJ1317.The horizontal coordinates were scaled from a topographic map and have
 DJ1317.an estimated accuracy of +/- 6 seconds.
 DJ1317
 DJ1317.The orthometric height was determined by differential leveling
 DJ1317.and adjusted in June 1991.
 DJ1317
 DJ1317.The geoid height was determined by GEOID03.
 DJ1317
 DJ1317.The dynamic height is computed by dividing the NAVD 88
 DJ1317.geopotential number by the normal gravity value computed on the
 DJ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1317.degrees latitude (g = 980.6199 gals.).
 DJ1317
 DJ1317.The modeled gravity was interpolated from observed gravity values.
 DJ1317
 DJ1317;                    North         East    Units  Estimated Accuracy
 DJ1317;SPC MS W     -   436,970.      777,770.      MT  (+/- 180 meters Scaled)
 DJ1317
 DJ1317                          SUPERSEDED SURVEY CONTROL
 DJ1317
 DJ1317  NGVD 29 (??/??/92)  105.452  (m)          345.97   (f) ADJ UNCH    2 0
 DJ1317
 DJ1317.Superseded values are not recommended for survey control.
 DJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1317.See file dsdata.txt to determine how the superseded data were derived.
 DJ1317
 DJ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC678026(NAD 83)
 DJ1317_MARKER: DD = SURVEY DISK
 DJ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1317_STAMPING: BM 82V-139 1965
 DJ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1317+STABILITY: SURFACE MOTION
 DJ1317
 DJ1317  HISTORY     - Date     Condition        Report By
 DJ1317  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1317  HISTORY     - 1968     GOOD             MSHD
 DJ1317
 DJ1317                          STATION DESCRIPTION
 DJ1317
 DJ1317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1317'3.7 MI SW FROM STEWART.
 DJ1317'THE MARK IS LOCATED 3.7 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DJ1317'STEWART ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 4.2 MILES EAST
 DJ1317'SOUTHEAST OF KILMICHAEL AND IS NEAR THE CENTER OF SECTION 7, T 18N, R
 DJ1317'8E.  IT IS 35 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 4.5 FEET
 DJ1317'EAST NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 32.5 FEET
 DJ1317'NORTHWEST OF A T FENCE CORNER, 15 FEET NORTH OF A FENCE, 53.5 FEET
 DJ1317'NORTHEAST OF A 30 INCH OAK, 2 FEET EAST OF A METAL WITNESS POST, SET
 DJ1317'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 DJ1317'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S.
 DJ1317'POST OFFICE IN STEWART GO SOUTH ON GRENADA STREET FOR APPROXIMATELY
 DJ1317'150 FEET TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (WEST)
 DJ1317'AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.55 MILES TO A SIDE ROAD RIGHT.
 DJ1317'CONTINUE WEST ON U.S. HIGHWAY 82 FOR 2.3 MILES TO THE MARK ON THE LEFT
 DJ1317'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0641 ***********************************************************************
 DJ0641  DESIGNATION -  82 V 14
 DJ0641  PID         -  DJ0641
 DJ0641  STATE/COUNTY-  MS/LOWNDES
 DJ0641  USGS QUAD   -  NEW HOPE (1987)
 DJ0641
 DJ0641                         *CURRENT SURVEY CONTROL
 DJ0641  ___________________________________________________________________
 DJ0641* NAD 83(1986)-  33 29 33.     (N)    088 19 17.     (W)     SCALED    
 DJ0641* NAVD 88     -        78.663  (meters)     258.08   (feet)  ADJUSTED  
 DJ0641  ___________________________________________________________________
 DJ0641  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0641  DYNAMIC HT  -          78.579 (meters)     257.80  (feet)  COMP
 DJ0641  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DJ0641
 DJ0641  VERT ORDER  -  SECOND    CLASS 0
 DJ0641
 DJ0641.The horizontal coordinates were scaled from a topographic map and have
 DJ0641.an estimated accuracy of +/- 6 seconds.
 DJ0641
 DJ0641.The orthometric height was determined by differential leveling
 DJ0641.and adjusted in June 1991.
 DJ0641
 DJ0641.The geoid height was determined by GEOID03.
 DJ0641
 DJ0641.The dynamic height is computed by dividing the NAVD 88
 DJ0641.geopotential number by the normal gravity value computed on the
 DJ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0641.degrees latitude (g = 980.6199 gals.).
 DJ0641
 DJ0641.The modeled gravity was interpolated from observed gravity values.
 DJ0641
 DJ0641;                    North         East    Units  Estimated Accuracy
 DJ0641;SPC MS E     -   442,780.      347,570.      MT  (+/- 180 meters Scaled)
 DJ0641
 DJ0641                          SUPERSEDED SURVEY CONTROL
 DJ0641
 DJ0641  NGVD 29 (??/??/92)   78.63   (m)          258.0    (f) COMPUTED    2 0
 DJ0641
 DJ0641.Superseded values are not recommended for survey control.
 DJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0641.See file dsdata.txt to determine how the superseded data were derived.
 DJ0641
 DJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC772066(NAD 83)
 DJ0641_MARKER: DD = SURVEY DISK
 DJ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0641_STAMPING: 82V-14 1964
 DJ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0641+STABILITY: SURFACE MOTION
 DJ0641
 DJ0641  HISTORY     - Date     Condition        Report By
 DJ0641  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0641  HISTORY     - 1965     GOOD             MSHD
 DJ0641
 DJ0641                          STATION DESCRIPTION
 DJ0641
 DJ0641'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0641'3.9 MI E FROM COLUMBUS.
 DJ0641'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0641'HIGHWAY 69 IN COLUMBUS, GO EAST ON HIGHWAY 82 FOR 3.9 MILES TO THE
 DJ0641'MISSISSIPPI STATE HIGHWAY SCALES BUILDING ON THE LEFT AND THE MARK.
 DJ0641'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 DJ0641'IT IS LOCATED AT THE MISSISSIPPI STATE HIGHWAY SCALES ON U. S. HIGHWAY
 DJ0641'82, 3.9 MILES EAST OF COLUMBUS, 57.5 FEET NORTH OF THE CENTERLINE OF
 DJ0641'THE HIGHWAY, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCALES
 DJ0641'BUILDING, 28 FEET NORTHWEST OF A POWER POLE, 23 FEET NORTHEAST OF A
 DJ0641'POWER POLE, 21 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER, 2 FEET EAST OF
 DJ0641'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1
 DJ0641'INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1287 ***********************************************************************
 DK1287  DESIGNATION -  82 V 14 W RESET
 DK1287  PID         -  DK1287
 DK1287  STATE/COUNTY-  MS/WASHINGTON
 DK1287  USGS QUAD   -  WAYSIDE (1970)
 DK1287
 DK1287                         *CURRENT SURVEY CONTROL
 DK1287  ___________________________________________________________________
 DK1287* NAD 83(1986)-  33 22 19.     (N)    091 04 30.     (W)     SCALED    
 DK1287* NAVD 88     -        37.73   (meters)     123.8    (feet)  RESET     
 DK1287  ___________________________________________________________________
 DK1287  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK1287  VERT ORDER  -  THIRD
 DK1287
 DK1287.The horizontal coordinates were scaled from a topographic map and have
 DK1287.an estimated accuracy of +/- 6 seconds.
 DK1287
 DK1287.The orthometric height was computed from unverified reset data.
 DK1287
 DK1287.The geoid height was determined by GEOID03.
 DK1287
 DK1287;                    North         East    Units  Estimated Accuracy
 DK1287;SPC MS W     -   429,540.      630,980.      MT  (+/- 180 meters Scaled)
 DK1287
 DK1287                          SUPERSEDED SURVEY CONTROL
 DK1287
 DK1287  NGVD 29 (??/??/??)   37.80   (m)          124.0    (f) RESET       3  
 DK1287
 DK1287.Superseded values are not recommended for survey control.
 DK1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1287.See file dsdata.txt to determine how the superseded data were derived.
 DK1287
 DK1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS790941(NAD 83)
 DK1287_MARKER: DD = SURVEY DISK
 DK1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1287_STAMPING: 82V14 W RESET 1968
 DK1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1287+STABILITY: SURFACE MOTION
 DK1287
 DK1287  HISTORY     - Date     Condition        Report By
 DK1287  HISTORY     - 1968     MONUMENTED       MSHD
 DK1287
 DK1287                          STATION DESCRIPTION
 DK1287
 DK1287'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK1287'3.45 MI SW FROM GREENVILLE.
 DK1287'LOCATED 3.45 MILES SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI STATE
 DK1287'HIGHWAY 1 AND U.S. HIGHWAY 82, 6.2 MILES NORTHEAST OF THE MISSISSIPPI
 DK1287'RIVER BRIDGE AND APPROXIMATELY 2.7 MILES SOUTHWEST OF THE CENTER OF
 DK1287'GREENVILLE, NEAR THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 82, 72
 DK1287'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 192 FEET SOUTHWEST
 DK1287'OF THE CENTER OF A BLACK TOP ROAD, 68 FEET SOUTHEAST OF A 14-INCH
 DK1287'PECAN TREE, 2 FEET SOUTH OF A FENCE CORNER, 1 FOOT NORTHEAST OF A
 DK1287'METAL WITNESS POST.  IT IS SET IN THE TOP OF A CONCRETE POST
 DK1287'PROJECTING 8 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DK1287'TO REACH THE MARK FROM THE POST OFFICE IN GREENVILLE, GO SOUTHEAST ON
 DK1287'MAIN STREET FOR 1.1 MILES TO THE INTERSECTION WITH U.S. HIGHWAY 82,
 DK1287'TURN RIGHT, (WEST) AND GO 2.3 MILES TO A SIDE ROAD A THE MARK ON THE
 DK1287'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1242 ***********************************************************************
 DJ1242  DESIGNATION -  82 V 140
 DJ1242  PID         -  DJ1242
 DJ1242  STATE/COUNTY-  MS/MONTGOMERY
 DJ1242  USGS QUAD   -  STEWART (1966)
 DJ1242
 DJ1242                         *CURRENT SURVEY CONTROL
 DJ1242  ___________________________________________________________________
 DJ1242* NAD 83(1986)-  33 26 46.     (N)    089 29 03.     (W)     SCALED    
 DJ1242* NAVD 88     -       112.012  (meters)     367.49   (feet)  ADJUSTED  
 DJ1242  ___________________________________________________________________
 DJ1242  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DJ1242  DYNAMIC HT  -         111.892 (meters)     367.10  (feet)  COMP
 DJ1242  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DJ1242
 DJ1242  VERT ORDER  -  SECOND    CLASS 0
 DJ1242
 DJ1242.The horizontal coordinates were scaled from a topographic map and have
 DJ1242.an estimated accuracy of +/- 6 seconds.
 DJ1242
 DJ1242.The orthometric height was determined by differential leveling
 DJ1242.and adjusted in June 1991.
 DJ1242
 DJ1242.The geoid height was determined by GEOID03.
 DJ1242
 DJ1242.The dynamic height is computed by dividing the NAVD 88
 DJ1242.geopotential number by the normal gravity value computed on the
 DJ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1242.degrees latitude (g = 980.6199 gals.).
 DJ1242
 DJ1242.The modeled gravity was interpolated from observed gravity values.
 DJ1242
 DJ1242;                    North         East    Units  Estimated Accuracy
 DJ1242;SPC MS W     -   437,840.      778,950.      MT  (+/- 180 meters Scaled)
 DJ1242
 DJ1242                          SUPERSEDED SURVEY CONTROL
 DJ1242
 DJ1242  NGVD 29 (??/??/92)  111.980  (m)          367.39   (f) ADJ UNCH    2 0
 DJ1242
 DJ1242.Superseded values are not recommended for survey control.
 DJ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1242.See file dsdata.txt to determine how the superseded data were derived.
 DJ1242
 DJ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC690035(NAD 83)
 DJ1242_MARKER: DD = SURVEY DISK
 DJ1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1242_STAMPING: BM 82V-140 1965
 DJ1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1242+STABILITY: SURFACE MOTION
 DJ1242
 DJ1242  HISTORY     - Date     Condition        Report By
 DJ1242  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1242  HISTORY     - 1968     GOOD             MSHD
 DJ1242
 DJ1242                          STATION DESCRIPTION
 DJ1242
 DJ1242'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1242'2.9 MI SW FROM STEWART.
 DJ1242'THE MARK IS LOCATED 2.9 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DJ1242'STEWART ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE SOUTHWEST
 DJ1242'1/4 OF SECTION 5, T 18N, R 8E.  IT IS 97 FEET NORTHWEST OF THE CENTER
 DJ1242'OF U.S. HIGHWAY 82, 4 FEET SOUTHEAST OF POWER LINE POLE NO. 121, 7.5
 DJ1242'FEET SOUTHEAST OF A FENCE CORNER, 96 FEET EAST NORTHEAST OF THE CENTER
 DJ1242'OF A DRIVEWAY, 61.5 FEET SOUTHEAST OF A 24 INCH OAK, 117 FEET
 DJ1242'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 2 FEET NORTHEAST
 DJ1242'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DJ1242'POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH
 DJ1242'FROM THE U.S. POST OFFICE IN STEWART GO SOUTH ON GRENADA STREET FOR
 DJ1242'APPROXIMATELY 150 FEET TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN
 DJ1242'RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.55 MILES TO A SIDE
 DJ1242'ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 1.4 MILES TO THE
 DJ1242'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1241 ***********************************************************************
 DJ1241  DESIGNATION -  82 V 141
 DJ1241  PID         -  DJ1241
 DJ1241  STATE/COUNTY-  MS/MONTGOMERY
 DJ1241  USGS QUAD   -  STEWART (1966)
 DJ1241
 DJ1241                         *CURRENT SURVEY CONTROL
 DJ1241  ___________________________________________________________________
 DJ1241* NAD 83(1986)-  33 26 46.     (N)    089 28 09.     (W)     SCALED    
 DJ1241* NAVD 88     -       111.864  (meters)     367.01   (feet)  ADJUSTED  
 DJ1241  ___________________________________________________________________
 DJ1241  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DJ1241  DYNAMIC HT  -         111.744 (meters)     366.61  (feet)  COMP
 DJ1241  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DJ1241
 DJ1241  VERT ORDER  -  SECOND    CLASS 0
 DJ1241
 DJ1241.The horizontal coordinates were scaled from a topographic map and have
 DJ1241.an estimated accuracy of +/- 6 seconds.
 DJ1241
 DJ1241.The orthometric height was determined by differential leveling
 DJ1241.and adjusted in June 1991.
 DJ1241
 DJ1241.The geoid height was determined by GEOID03.
 DJ1241
 DJ1241.The dynamic height is computed by dividing the NAVD 88
 DJ1241.geopotential number by the normal gravity value computed on the
 DJ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1241.degrees latitude (g = 980.6199 gals.).
 DJ1241
 DJ1241.The modeled gravity was interpolated from observed gravity values.
 DJ1241
 DJ1241;                    North         East    Units  Estimated Accuracy
 DJ1241;SPC MS W     -   437,850.      780,350.      MT  (+/- 180 meters Scaled)
 DJ1241
 DJ1241                          SUPERSEDED SURVEY CONTROL
 DJ1241
 DJ1241  NGVD 29 (??/??/92)  111.830  (m)          366.90   (f) ADJ UNCH    2 0
 DJ1241
 DJ1241.Superseded values are not recommended for survey control.
 DJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1241.See file dsdata.txt to determine how the superseded data were derived.
 DJ1241
 DJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC704034(NAD 83)
 DJ1241_MARKER: DD = SURVEY DISK
 DJ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1241_STAMPING: BM 82V-141 1965
 DJ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1241+STABILITY: SURFACE MOTION
 DJ1241
 DJ1241  HISTORY     - Date     Condition        Report By
 DJ1241  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1241  HISTORY     - 1968     GOOD             MSHD
 DJ1241
 DJ1241                          STATION DESCRIPTION
 DJ1241
 DJ1241'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1241'2.0 MI SW FROM STEWART.
 DJ1241'THE MARK IS LOCATED 2.0 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DJ1241'STEWART ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE SOUTHWEST
 DJ1241'1/4 OF SECTION 4, T 18N, R 8E.  IT IS 51 FEET NORTH OF THE CENTER OF
 DJ1241'U.S. HIGHWAY 82, 78 FEET EAST OF THE CENTER OF A PRIVATE ROAD, 43 FEET
 DJ1241'SOUTH OF A POWER LINE POLE WITH A TRANSFORMER, 2.5 FEET WEST NORTHWEST
 DJ1241'OF A POWER LINE POLE, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A METAL
 DJ1241'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 5
 DJ1241'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH
 DJ1241'FROM THE U.S. POST OFFICE IN STEWART, GO SOUTH ON GRENADA STREET FOR
 DJ1241'APPROXIMATELY 150 FEET TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN
 DJ1241'RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.55 MILES TO A SIDE
 DJ1241'ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.5 MILE TO A
 DJ1241'PRIVATE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1240 ***********************************************************************
 DJ1240  DESIGNATION -  82 V 142
 DJ1240  PID         -  DJ1240
 DJ1240  STATE/COUNTY-  MS/MONTGOMERY
 DJ1240  USGS QUAD   -  STEWART (1966)
 DJ1240
 DJ1240                         *CURRENT SURVEY CONTROL
 DJ1240  ___________________________________________________________________
 DJ1240* NAD 83(1986)-  33 26 45.     (N)    089 27 28.     (W)     SCALED    
 DJ1240* NAVD 88     -       108.206  (meters)     355.01   (feet)  ADJUSTED  
 DJ1240  ___________________________________________________________________
 DJ1240  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DJ1240  DYNAMIC HT  -         108.089 (meters)     354.62  (feet)  COMP
 DJ1240  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 DJ1240
 DJ1240  VERT ORDER  -  SECOND    CLASS 0
 DJ1240
 DJ1240.The horizontal coordinates were scaled from a topographic map and have
 DJ1240.an estimated accuracy of +/- 6 seconds.
 DJ1240
 DJ1240.The orthometric height was determined by differential leveling
 DJ1240.and adjusted in June 1991.
 DJ1240
 DJ1240.The geoid height was determined by GEOID03.
 DJ1240
 DJ1240.The dynamic height is computed by dividing the NAVD 88
 DJ1240.geopotential number by the normal gravity value computed on the
 DJ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1240.degrees latitude (g = 980.6199 gals.).
 DJ1240
 DJ1240.The modeled gravity was interpolated from observed gravity values.
 DJ1240
 DJ1240;                    North         East    Units  Estimated Accuracy
 DJ1240;SPC MS W     -   437,830.      781,410.      MT  (+/- 180 meters Scaled)
 DJ1240
 DJ1240                          SUPERSEDED SURVEY CONTROL
 DJ1240
 DJ1240  NGVD 29 (??/??/92)  108.170  (m)          354.89   (f) ADJ UNCH    2 0
 DJ1240
 DJ1240.Superseded values are not recommended for survey control.
 DJ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1240.See file dsdata.txt to determine how the superseded data were derived.
 DJ1240
 DJ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC715034(NAD 83)
 DJ1240_MARKER: DD = SURVEY DISK
 DJ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1240_STAMPING: BM 82V-142 1965
 DJ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1240+STABILITY: SURFACE MOTION
 DJ1240
 DJ1240  HISTORY     - Date     Condition        Report By
 DJ1240  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1240  HISTORY     - 1968     GOOD             MSHD
 DJ1240
 DJ1240                          STATION DESCRIPTION
 DJ1240
 DJ1240'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1240'1.4 MI SW FROM STEWART.
 DJ1240'THE MARK IS LOCATED 1.4 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DJ1240'STEWART ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 AND SOUTH OF A
 DJ1240'GREEN ASBESTOS CHURCH IN THE SOUTHEAST 1/4 OF SECTION 4, T 18N, R 8E.
 DJ1240'IT IS 50 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 6.5 FEET WEST OF
 DJ1240'A POWER LINE POLE WITH A GUY WIRE, 123.5 FEET SOUTH OF THE SOUTHWEST
 DJ1240'CORNER OF A CHURCH, 2 FEET EAST OF A METAL WITNESS POST, SET IN THE
 DJ1240'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 DJ1240'PROJECTS 4 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN STEWART GO
 DJ1240'SOUTH ON GRENADA STREET FOR APPROXIMATELY 150 FEET TO THE INTERSECTION
 DJ1240'OF U.S. HIGHWAY 82.  TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82
 DJ1240'FOR 1.35 MILES TO A GREEN ASBESTOS CHURCH AND THE MARK ON THE RIGHT AS
 DJ1240'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1239 ***********************************************************************
 DJ1239  DESIGNATION -  82 V 143
 DJ1239  PID         -  DJ1239
 DJ1239  STATE/COUNTY-  MS/MONTGOMERY
 DJ1239  USGS QUAD   -  STEWART (1966)
 DJ1239
 DJ1239                         *CURRENT SURVEY CONTROL
 DJ1239  ___________________________________________________________________
 DJ1239* NAD 83(1986)-  33 26 53.     (N)    089 26 43.     (W)     SCALED    
 DJ1239* NAVD 88     -       106.457  (meters)     349.27   (feet)  ADJUSTED  
 DJ1239  ___________________________________________________________________
 DJ1239  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DJ1239  DYNAMIC HT  -         106.341 (meters)     348.89  (feet)  COMP
 DJ1239  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 DJ1239
 DJ1239  VERT ORDER  -  SECOND    CLASS 0
 DJ1239
 DJ1239.The horizontal coordinates were scaled from a topographic map and have
 DJ1239.an estimated accuracy of +/- 6 seconds.
 DJ1239
 DJ1239.The orthometric height was determined by differential leveling
 DJ1239.and adjusted in June 1991.
 DJ1239
 DJ1239.The geoid height was determined by GEOID03.
 DJ1239
 DJ1239.The dynamic height is computed by dividing the NAVD 88
 DJ1239.geopotential number by the normal gravity value computed on the
 DJ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1239.degrees latitude (g = 980.6199 gals.).
 DJ1239
 DJ1239.The modeled gravity was interpolated from observed gravity values.
 DJ1239
 DJ1239;                    North         East    Units  Estimated Accuracy
 DJ1239;SPC MS W     -   438,080.      782,570.      MT  (+/- 180 meters Scaled)
 DJ1239
 DJ1239                          SUPERSEDED SURVEY CONTROL
 DJ1239
 DJ1239  NGVD 29 (??/??/92)  106.419  (m)          349.14   (f) ADJ UNCH    2 0
 DJ1239
 DJ1239.Superseded values are not recommended for survey control.
 DJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1239.See file dsdata.txt to determine how the superseded data were derived.
 DJ1239
 DJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC727036(NAD 83)
 DJ1239_MARKER: DD = SURVEY DISK
 DJ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1239_STAMPING: BM 82V-143 1965
 DJ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1239+STABILITY: SURFACE MOTION
 DJ1239
 DJ1239  HISTORY     - Date     Condition        Report By
 DJ1239  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1239  HISTORY     - 1968     GOOD             MSHD
 DJ1239
 DJ1239                          STATION DESCRIPTION
 DJ1239
 DJ1239'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1239'0.7 MI SW FROM STEWART.
 DJ1239'THE MARK IS LOCATED 0.7 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 DJ1239'STEWART ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 IN THE SOUTHWEST
 DJ1239'1/4 OF SECTION 3, T 18N, R 8E.  IT IS 50 FEET NORTH OF THE CENTER OF
 DJ1239'U.S. HIGHWAY 82, 15 FEET EAST OF A POWER LINE POLE, 13.5 FEET WEST
 DJ1239'SOUTHWEST OF ANOTHER POWER LINE POLE, 93 FEET SOUTHEAST OF THE
 DJ1239'SOUTHEAST CORNER OF THE PORCH OF A RED BRICK HOUSE, 62.5 FEET
 DJ1239'NORTHEAST OF A 30 INCH OAK, 2 FEET EAST OF A METAL WITNESS POST, 114
 DJ1239'FEET EAST OF THE CENTER OF A NARROW CONCRETE DRIVEWAY, SET IN THE TOP
 DJ1239'OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DJ1239'HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 DJ1239'STEWART GO SOUTH ON GRENADA STREET FOR APPROXIMATELY 150 FEET TO THE
 DJ1239'INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT WEST AND CONTINUE ON U.S.
 DJ1239'HIGHWAY 82 FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1237 ***********************************************************************
 DJ1237  DESIGNATION -  82 V 144
 DJ1237  PID         -  DJ1237
 DJ1237  STATE/COUNTY-  MS/MONTGOMERY
 DJ1237  USGS QUAD   -  STEWART (1966)
 DJ1237
 DJ1237                         *CURRENT SURVEY CONTROL
 DJ1237  ___________________________________________________________________
 DJ1237* NAD 83(1986)-  33 27 05.     (N)    089 25 38.     (W)     SCALED    
 DJ1237* NAVD 88     -       106.556  (meters)     349.59   (feet)  ADJUSTED  
 DJ1237  ___________________________________________________________________
 DJ1237  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DJ1237  DYNAMIC HT  -         106.441 (meters)     349.22  (feet)  COMP
 DJ1237  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DJ1237
 DJ1237  VERT ORDER  -  SECOND    CLASS 0
 DJ1237
 DJ1237.The horizontal coordinates were scaled from a topographic map and have
 DJ1237.an estimated accuracy of +/- 6 seconds.
 DJ1237
 DJ1237.The orthometric height was determined by differential leveling
 DJ1237.and adjusted in June 1991.
 DJ1237
 DJ1237.The geoid height was determined by GEOID03.
 DJ1237
 DJ1237.The dynamic height is computed by dividing the NAVD 88
 DJ1237.geopotential number by the normal gravity value computed on the
 DJ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1237.degrees latitude (g = 980.6199 gals.).
 DJ1237
 DJ1237.The modeled gravity was interpolated from observed gravity values.
 DJ1237
 DJ1237;                    North         East    Units  Estimated Accuracy
 DJ1237;SPC MS W     -   438,470.      784,240.      MT  (+/- 180 meters Scaled)
 DJ1237
 DJ1237                          SUPERSEDED SURVEY CONTROL
 DJ1237
 DJ1237  NGVD 29 (??/??/92)  106.516  (m)          349.46   (f) ADJ UNCH    2 0
 DJ1237
 DJ1237.Superseded values are not recommended for survey control.
 DJ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1237.See file dsdata.txt to determine how the superseded data were derived.
 DJ1237
 DJ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC743039(NAD 83)
 DJ1237_MARKER: DD = SURVEY DISK
 DJ1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1237_SP_SET: BRIDGE
 DJ1237_STAMPING: BM 82V-144 1965
 DJ1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1237
 DJ1237  HISTORY     - Date     Condition        Report By
 DJ1237  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1237  HISTORY     - 1968     GOOD             MSHD
 DJ1237
 DJ1237                          STATION DESCRIPTION
 DJ1237
 DJ1237'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1237'0.4 MI NE FROM STEWART.
 DJ1237'THE MARK IS LOCATED 0.4 MILE NORTHEAST OF THE APPROXIMATE CENTER OF
 DJ1237'STEWART IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 DJ1237'OVER A SMALL CREEK NEAR THE CENTER OF SECTION 2, T 18N, R 8E.  IT IS
 DJ1237'14.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 1.2 FEET NORTH OF
 DJ1237'THE SOUTH END OF THE ABUTMENT, 1.5 FEET NORTHWEST OF A METAL WITNESS
 DJ1237'POST, SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A
 DJ1237'CONCRETE BRIDGE OVER A SMALL CREEK AND IS ABOUT LEVEL WITH THE
 DJ1237'HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN STEWART GO SOUTH ON
 DJ1237'GRENADA STREET FOR APPROXIMATELY 150 FEET TO THE INTERSECTION OF U.S.
 DJ1237'HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.4
 DJ1237'MILE TO THE EAST END OF A CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS
 DJ1237'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1236 ***********************************************************************
 DJ1236  DESIGNATION -  82 V 145
 DJ1236  PID         -  DJ1236
 DJ1236  STATE/COUNTY-  MS/MONTGOMERY
 DJ1236  USGS QUAD   -  STEWART (1966)
 DJ1236
 DJ1236                         *CURRENT SURVEY CONTROL
 DJ1236  ___________________________________________________________________
 DJ1236* NAD 83(1986)-  33 27 18.     (N)    089 25 02.     (W)     SCALED    
 DJ1236* NAVD 88     -       108.084  (meters)     354.61   (feet)  ADJUSTED  
 DJ1236  ___________________________________________________________________
 DJ1236  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DJ1236  DYNAMIC HT  -         107.967 (meters)     354.22  (feet)  COMP
 DJ1236  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DJ1236
 DJ1236  VERT ORDER  -  SECOND    CLASS 0
 DJ1236
 DJ1236.The horizontal coordinates were scaled from a topographic map and have
 DJ1236.an estimated accuracy of +/- 6 seconds.
 DJ1236
 DJ1236.The orthometric height was determined by differential leveling
 DJ1236.and adjusted in June 1991.
 DJ1236
 DJ1236.The geoid height was determined by GEOID03.
 DJ1236
 DJ1236.The dynamic height is computed by dividing the NAVD 88
 DJ1236.geopotential number by the normal gravity value computed on the
 DJ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1236.degrees latitude (g = 980.6199 gals.).
 DJ1236
 DJ1236.The modeled gravity was interpolated from observed gravity values.
 DJ1236
 DJ1236;                    North         East    Units  Estimated Accuracy
 DJ1236;SPC MS W     -   438,880.      785,170.      MT  (+/- 180 meters Scaled)
 DJ1236
 DJ1236                          SUPERSEDED SURVEY CONTROL
 DJ1236
 DJ1236  NGVD 29 (??/??/92)  108.043  (m)          354.47   (f) ADJ UNCH    2 0
 DJ1236
 DJ1236.Superseded values are not recommended for survey control.
 DJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1236.See file dsdata.txt to determine how the superseded data were derived.
 DJ1236
 DJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC753043(NAD 83)
 DJ1236_MARKER: DD = SURVEY DISK
 DJ1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1236_STAMPING: BM 82V-145 1965
 DJ1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1236+STABILITY: SURFACE MOTION
 DJ1236
 DJ1236  HISTORY     - Date     Condition        Report By
 DJ1236  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1236  HISTORY     - 1968     GOOD             MSHD
 DJ1236
 DJ1236                          STATION DESCRIPTION
 DJ1236
 DJ1236'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1236'1.0 MI NE FROM STEWART.
 DJ1236'THE MARK IS LOCATED 1.0 MILE NORTHEAST OF THE APPROXIMATE CENTER OF
 DJ1236'STEWART ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, IN THE NORTHWEST
 DJ1236'1/4 OF SECTION 1, T 18N, R 8E.  IT IS 42 FEET SOUTH OF THE CENTER OF
 DJ1236'U.S. HIGHWAY 82, 5 FEET NORTHWEST OF A 14 INCH TWIN PINE, 9 FEET NORTH
 DJ1236'OF A FENCE, 25.5 FEET NORTHEAST OF A FENCE CORNER, 89 FEET EAST OF THE
 DJ1236'CENTER OF A DRIVEWAY, 27 FEET EAST OF THE EXTENDED EAST WALL OF A
 DJ1236'BRICK HOUSE, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF
 DJ1236'A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 DJ1236'PROJECTS 3 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN STEWART GO
 DJ1236'SOUTH ON GRENADA STREET FOR APPROXIMATELY 150 FEET TO THE INTERSECTION
 DJ1236'OF U.S. HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82
 DJ1236'FOR 1.0 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1235 ***********************************************************************
 DJ1235  DESIGNATION -  82 V 146
 DJ1235  PID         -  DJ1235
 DJ1235  STATE/COUNTY-  MS/WEBSTER
 DJ1235  USGS QUAD   -  STEWART (1966)
 DJ1235
 DJ1235                         *CURRENT SURVEY CONTROL
 DJ1235  ___________________________________________________________________
 DJ1235* NAD 83(1986)-  33 27 36.     (N)    089 24 21.     (W)     SCALED    
 DJ1235* NAVD 88     -       106.391  (meters)     349.05   (feet)  ADJUSTED  
 DJ1235  ___________________________________________________________________
 DJ1235  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DJ1235  DYNAMIC HT  -         106.276 (meters)     348.67  (feet)  COMP
 DJ1235  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 DJ1235
 DJ1235  VERT ORDER  -  SECOND    CLASS 0
 DJ1235
 DJ1235.The horizontal coordinates were scaled from a topographic map and have
 DJ1235.an estimated accuracy of +/- 6 seconds.
 DJ1235
 DJ1235.The orthometric height was determined by differential leveling
 DJ1235.and adjusted in June 1991.
 DJ1235
 DJ1235.The geoid height was determined by GEOID03.
 DJ1235
 DJ1235.The dynamic height is computed by dividing the NAVD 88
 DJ1235.geopotential number by the normal gravity value computed on the
 DJ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1235.degrees latitude (g = 980.6199 gals.).
 DJ1235
 DJ1235.The modeled gravity was interpolated from observed gravity values.
 DJ1235
 DJ1235;                    North         East    Units  Estimated Accuracy
 DJ1235;SPC MS E     -   439,200.      246,780.      MT  (+/- 180 meters Scaled)
 DJ1235
 DJ1235                          SUPERSEDED SURVEY CONTROL
 DJ1235
 DJ1235  NGVD 29 (??/??/92)  106.348  (m)          348.91   (f) ADJ UNCH    2 0
 DJ1235
 DJ1235.Superseded values are not recommended for survey control.
 DJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1235.See file dsdata.txt to determine how the superseded data were derived.
 DJ1235
 DJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC764048(NAD 83)
 DJ1235_MARKER: DD = SURVEY DISK
 DJ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1235_STAMPING: BM 82V-146 1965
 DJ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1235+STABILITY: SURFACE MOTION
 DJ1235
 DJ1235  HISTORY     - Date     Condition        Report By
 DJ1235  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1235
 DJ1235                          STATION DESCRIPTION
 DJ1235
 DJ1235'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1235'3.2 MI W FROM TOMNOLEN.
 DJ1235'TO REACH THE MARK FROM THE POST OFFICE IN TOMNOLEN GO WEST FOR 1.8
 DJ1235'MILES TO THE CALABRELLA CREEK, CONTINUE WEST FOR 0.3 MILE TO A T ROAD
 DJ1235'NORTH, CONTINUE WEST FOR 1.1 MILES TO THE MONTGOMERY COUNTY LINE AND
 DJ1235'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ1235'HOLE SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 2.5 FEET
 DJ1235'WEST OF A METAL WITNESS POST, 2 FEET SOUTH OF A FENCE, 46.2 FEET NORTH
 DJ1235'OF THE CENTERLINE OF U. S. 82, 2.5 FEET WEST OF A METAL WITNESS POST,
 DJ1235'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  A METAL
 DJ1235'WITNESS POST WAS SET 2.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1234 ***********************************************************************
 DJ1234  DESIGNATION -  82 V 147
 DJ1234  PID         -  DJ1234
 DJ1234  STATE/COUNTY-  MS/WEBSTER
 DJ1234  USGS QUAD   -  STEWART (1966)
 DJ1234
 DJ1234                         *CURRENT SURVEY CONTROL
 DJ1234  ___________________________________________________________________
 DJ1234* NAD 83(1986)-  33 27 49.     (N)    089 23 46.     (W)     SCALED    
 DJ1234* NAVD 88     -       111.459  (meters)     365.68   (feet)  ADJUSTED  
 DJ1234  ___________________________________________________________________
 DJ1234  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DJ1234  DYNAMIC HT  -         111.338 (meters)     365.28  (feet)  COMP
 DJ1234  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DJ1234
 DJ1234  VERT ORDER  -  SECOND    CLASS 0
 DJ1234
 DJ1234.The horizontal coordinates were scaled from a topographic map and have
 DJ1234.an estimated accuracy of +/- 6 seconds.
 DJ1234
 DJ1234.The orthometric height was determined by differential leveling
 DJ1234.and adjusted in June 1991.
 DJ1234
 DJ1234.The geoid height was determined by GEOID03.
 DJ1234
 DJ1234.The dynamic height is computed by dividing the NAVD 88
 DJ1234.geopotential number by the normal gravity value computed on the
 DJ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1234.degrees latitude (g = 980.6199 gals.).
 DJ1234
 DJ1234.The modeled gravity was interpolated from observed gravity values.
 DJ1234
 DJ1234;                    North         East    Units  Estimated Accuracy
 DJ1234;SPC MS E     -   439,600.      247,690.      MT  (+/- 180 meters Scaled)
 DJ1234
 DJ1234                          SUPERSEDED SURVEY CONTROL
 DJ1234
 DJ1234  NGVD 29 (??/??/92)  111.415  (m)          365.53   (f) ADJ UNCH    2 0
 DJ1234
 DJ1234.Superseded values are not recommended for survey control.
 DJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1234.See file dsdata.txt to determine how the superseded data were derived.
 DJ1234
 DJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC773052(NAD 83)
 DJ1234_MARKER: DD = SURVEY DISK
 DJ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1234_STAMPING: B.M. 82V-147 1965
 DJ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1234+STABILITY: SURFACE MOTION
 DJ1234
 DJ1234  HISTORY     - Date     Condition        Report By
 DJ1234  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1234
 DJ1234                          STATION DESCRIPTION
 DJ1234
 DJ1234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1234'2.5 MI W FROM TOMNOLEN.
 DJ1234'TO REACH THE MARK FROM THE POST OFFICE IN TOMNOLEN GO WEST FOR 1.8
 DJ1234'MILES TO THE CALABRELLA CREEK, CONTINUE WEST FOR 0.3 MILE TO A T ROAD
 DJ1234'NORTH, CONTINUE WEST FOR 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK
 DJ1234'IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 33.3
 DJ1234'FEET EAST OF A POWERLINE POLE, 21.3 FEET NORTH OF AN 8-INCH PINE TREE,
 DJ1234'44.6 FEET SOUTH OF THE CENTERLINE OF U. S. 82, 2 FEET ABOVE THE LEVEL
 DJ1234'OF THE HIGHWAY AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET
 DJ1234'2.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1233 ***********************************************************************
 DJ1233  DESIGNATION -  82 V 148
 DJ1233  PID         -  DJ1233
 DJ1233  STATE/COUNTY-  MS/WEBSTER
 DJ1233  USGS QUAD   -  STEWART (1966)
 DJ1233
 DJ1233                         *CURRENT SURVEY CONTROL
 DJ1233  ___________________________________________________________________
 DJ1233* NAD 83(1986)-  33 28 13.     (N)    089 23 12.     (W)     SCALED    
 DJ1233* NAVD 88     -       104.704  (meters)     343.52   (feet)  ADJUSTED  
 DJ1233  ___________________________________________________________________
 DJ1233  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DJ1233  DYNAMIC HT  -         104.590 (meters)     343.14  (feet)  COMP
 DJ1233  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 DJ1233
 DJ1233  VERT ORDER  -  SECOND    CLASS 0
 DJ1233
 DJ1233.The horizontal coordinates were scaled from a topographic map and have
 DJ1233.an estimated accuracy of +/- 6 seconds.
 DJ1233
 DJ1233.The orthometric height was determined by differential leveling
 DJ1233.and adjusted in June 1991.
 DJ1233
 DJ1233.The geoid height was determined by GEOID03.
 DJ1233
 DJ1233.The dynamic height is computed by dividing the NAVD 88
 DJ1233.geopotential number by the normal gravity value computed on the
 DJ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1233.degrees latitude (g = 980.6199 gals.).
 DJ1233
 DJ1233.The modeled gravity was interpolated from observed gravity values.
 DJ1233
 DJ1233;                    North         East    Units  Estimated Accuracy
 DJ1233;SPC MS E     -   440,330.      248,570.      MT  (+/- 180 meters Scaled)
 DJ1233
 DJ1233                          SUPERSEDED SURVEY CONTROL
 DJ1233
 DJ1233  NGVD 29 (??/??/92)  104.659  (m)          343.37   (f) ADJ UNCH    2 0
 DJ1233
 DJ1233.Superseded values are not recommended for survey control.
 DJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1233.See file dsdata.txt to determine how the superseded data were derived.
 DJ1233
 DJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC782059(NAD 83)
 DJ1233_MARKER: DD = SURVEY DISK
 DJ1233_SETTING: 0 = UNSPECIFIED SETTING
 DJ1233_STAMPING: BM 82V-148 1965
 DJ1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1233
 DJ1233  HISTORY     - Date     Condition        Report By
 DJ1233  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1233
 DJ1233                          STATION DESCRIPTION
 DJ1233
 DJ1233'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1233'1.8 MI W FROM TOMNOLEN.
 DJ1233'TO REACH THE MARK FROM THE POST OFFICE IN TOMNOLEN GO WEST FOR 1.0
 DJ1233'MILE TO A T ROAD LEFT, SOUTH, CONTINUE WEST FOR 0.8 MILE TO THE
 DJ1233'CALABRELLA CREEK AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 DJ1233'CEMENT IN A DRILLED HOLE.  IT IS 14.5 FEET SOUTH OF THE CENTERLINE OF
 DJ1233'U.S. 82, 1.5 FEET WEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH
 DJ1233'U.S. 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1232 ***********************************************************************
 DJ1232  DESIGNATION -  82 V 149
 DJ1232  PID         -  DJ1232
 DJ1232  STATE/COUNTY-  MS/WEBSTER
 DJ1232  USGS QUAD   -  TOMNOLEN (1966)
 DJ1232
 DJ1232                         *CURRENT SURVEY CONTROL
 DJ1232  ___________________________________________________________________
 DJ1232* NAD 83(1986)-  33 28 40.     (N)    089 22 24.     (W)     SCALED    
 DJ1232* NAVD 88     -       106.711  (meters)     350.10   (feet)  ADJUSTED  
 DJ1232  ___________________________________________________________________
 DJ1232  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DJ1232  DYNAMIC HT  -         106.595 (meters)     349.72  (feet)  COMP
 DJ1232  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DJ1232
 DJ1232  VERT ORDER  -  SECOND    CLASS 0
 DJ1232
 DJ1232.The horizontal coordinates were scaled from a topographic map and have
 DJ1232.an estimated accuracy of +/- 6 seconds.
 DJ1232
 DJ1232.The orthometric height was determined by differential leveling
 DJ1232.and adjusted in June 1991.
 DJ1232
 DJ1232.The geoid height was determined by GEOID03.
 DJ1232
 DJ1232.The dynamic height is computed by dividing the NAVD 88
 DJ1232.geopotential number by the normal gravity value computed on the
 DJ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1232.degrees latitude (g = 980.6199 gals.).
 DJ1232
 DJ1232.The modeled gravity was interpolated from observed gravity values.
 DJ1232
 DJ1232;                    North         East    Units  Estimated Accuracy
 DJ1232;SPC MS E     -   441,160.      249,810.      MT  (+/- 180 meters Scaled)
 DJ1232
 DJ1232                          SUPERSEDED SURVEY CONTROL
 DJ1232
 DJ1232  NGVD 29 (??/??/92)  106.664  (m)          349.95   (f) ADJ UNCH    2 0
 DJ1232
 DJ1232.Superseded values are not recommended for survey control.
 DJ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1232.See file dsdata.txt to determine how the superseded data were derived.
 DJ1232
 DJ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC794067(NAD 83)
 DJ1232_MARKER: DD = SURVEY DISK
 DJ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1232_STAMPING: BM 82V-149 1965
 DJ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1232+STABILITY: SURFACE MOTION
 DJ1232
 DJ1232  HISTORY     - Date     Condition        Report By
 DJ1232  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1232
 DJ1232                          STATION DESCRIPTION
 DJ1232
 DJ1232'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1232'0.9 MI W FROM TOMNOLEN.
 DJ1232'TO REACH THE MARK FROM THE POST OFFICE IN TOMNOLEN GO WEST FOR 0.9
 DJ1232'MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1232'12-INCH ROUND, CONCRETE POST.  IT IS 49.2 FEET SOUTH OF THE CENTERLINE
 DJ1232'OF U. S. 82, 3.45 FEET WEST OF A R.O.W. POST, 35.5 FEET WEST OF A
 DJ1232'FENCE CORNER, 1.75 FEET NORTH OF A FENCE, 1.9 FEET WEST OF A METAL
 DJ1232'WITNESS POST, 1 FOOT BELOW THE LEVEL OF U. S. HIGHWAY 82 AND PROJECTS
 DJ1232'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0642 ***********************************************************************
 DJ0642  DESIGNATION -  82 V 15
 DJ0642  PID         -  DJ0642
 DJ0642  STATE/COUNTY-  MS/LOWNDES
 DJ0642  USGS QUAD   -  NEW HOPE (1987)
 DJ0642
 DJ0642                         *CURRENT SURVEY CONTROL
 DJ0642  ___________________________________________________________________
 DJ0642* NAD 83(1986)-  33 29 30.     (N)    088 18 24.     (W)     SCALED    
 DJ0642* NAVD 88     -        77.276  (meters)     253.53   (feet)  ADJUSTED  
 DJ0642  ___________________________________________________________________
 DJ0642  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0642  DYNAMIC HT  -          77.194 (meters)     253.26  (feet)  COMP
 DJ0642  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DJ0642
 DJ0642  VERT ORDER  -  SECOND    CLASS 0
 DJ0642
 DJ0642.The horizontal coordinates were scaled from a topographic map and have
 DJ0642.an estimated accuracy of +/- 6 seconds.
 DJ0642
 DJ0642.The orthometric height was determined by differential leveling
 DJ0642.and adjusted in June 1991.
 DJ0642
 DJ0642.The geoid height was determined by GEOID03.
 DJ0642
 DJ0642.The dynamic height is computed by dividing the NAVD 88
 DJ0642.geopotential number by the normal gravity value computed on the
 DJ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0642.degrees latitude (g = 980.6199 gals.).
 DJ0642
 DJ0642.The modeled gravity was interpolated from observed gravity values.
 DJ0642
 DJ0642;                    North         East    Units  Estimated Accuracy
 DJ0642;SPC MS E     -   442,690.      348,940.      MT  (+/- 180 meters Scaled)
 DJ0642
 DJ0642                          SUPERSEDED SURVEY CONTROL
 DJ0642
 DJ0642  NGVD 29 (??/??/92)   77.24   (m)          253.4    (f) COMPUTED    2 0
 DJ0642
 DJ0642.Superseded values are not recommended for survey control.
 DJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0642.See file dsdata.txt to determine how the superseded data were derived.
 DJ0642
 DJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC786065(NAD 83)
 DJ0642_MARKER: DD = SURVEY DISK
 DJ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0642_STAMPING: 82V-15 1964
 DJ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0642+STABILITY: SURFACE MOTION
 DJ0642
 DJ0642  HISTORY     - Date     Condition        Report By
 DJ0642  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0642  HISTORY     - 1965     GOOD             MSHD
 DJ0642
 DJ0642                          STATION DESCRIPTION
 DJ0642
 DJ0642'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0642'4.7 MI E FROM COLUMBUS.
 DJ0642'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0642'HIGHWAY 69 IN COLUMBUS, GO EAST ON HIGHWAY 82 FOR 4.7 MILES TO A
 DJ0642'CROSSROAD AND THE MARK IN THE SOUTHWEST ANGLE OF ROADS.  THE   E MARK
 DJ0642'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 44
 DJ0642'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 47 FEET WEST OF THE
 DJ0642'CENTER OF A BLACKTOP ROAD, 62 FEET SOUTHWEST OF THE CENTER OF THE
 DJ0642'CROSSROAD, 3 FEET WEST OF A POWERLINE POLE (NO. 23), 2 FEET EAST OF A
 DJ0642'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 DJ0642'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1289 ***********************************************************************
 DK1289  DESIGNATION -  82 V 15 W RESET
 DK1289  PID         -  DK1289
 DK1289  STATE/COUNTY-  MS/WASHINGTON
 DK1289  USGS QUAD   -  GREENVILLE (1970)
 DK1289
 DK1289                         *CURRENT SURVEY CONTROL
 DK1289  ___________________________________________________________________
 DK1289* NAD 83(1986)-  33 22 58.     (N)    091 04 05.     (W)     SCALED    
 DK1289* NAVD 88     -        37.56   (meters)     123.2    (feet)  RESET     
 DK1289  ___________________________________________________________________
 DK1289  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK1289  VERT ORDER  -  THIRD
 DK1289
 DK1289.The horizontal coordinates were scaled from a topographic map and have
 DK1289.an estimated accuracy of +/- 6 seconds.
 DK1289
 DK1289.The orthometric height was computed from unverified reset data.
 DK1289
 DK1289.The geoid height was determined by GEOID03.
 DK1289
 DK1289;                    North         East    Units  Estimated Accuracy
 DK1289;SPC MS W     -   430,730.      631,640.      MT  (+/- 180 meters Scaled)
 DK1289
 DK1289                          SUPERSEDED SURVEY CONTROL
 DK1289
 DK1289  NGVD 29 (??/??/??)   37.62   (m)          123.4    (f) RESET       3  
 DK1289
 DK1289.Superseded values are not recommended for survey control.
 DK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1289.See file dsdata.txt to determine how the superseded data were derived.
 DK1289
 DK1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS797953(NAD 83)
 DK1289_MARKER: DD = SURVEY DISK
 DK1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1289_STAMPING: 82 V 15 W RESET 1968
 DK1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1289+STABILITY: SURFACE MOTION
 DK1289
 DK1289  HISTORY     - Date     Condition        Report By
 DK1289  HISTORY     - 1968     MONUMENTED       MSHD
 DK1289
 DK1289                          STATION DESCRIPTION
 DK1289
 DK1289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK1289'2.6 MI SW FROM GREENVILLE.
 DK1289'LOCATED 1.8 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF GREENVILLE,
 DK1289'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK1289'STATE HIGHWAY 1 IN GREENVILLE, AND 7.15 MILES NORTHEAST OF THE
 DK1289'MISSISSIPPI RIVER BRIDGE.  IT IS 69 FEET NORTHWEST OF THE CENTERLINE
 DK1289'OF U.S. HIGHWAY 82, 98.5 FEET NORTHWEST OF HIGHWAY STATION NO. 370+00,
 DK1289'11 FEET NORTH-NORTHEAST OF THE CENTER OF A TRACK ROAD, 18 FEET
 DK1289'SOUTHWEST OF A 30-INCH PECAN TREE, 2 FEET SOUTH-SOUTHEAST OF A FENCE,
 DK1289'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A DISK SET IN THE TOP OF A
 DK1289'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 DK1289'THE HIGHWAY.  TO REACH THE MARK FROM THE POST OFFICE IN GREENVILLE GO
 DK1289'SOUTHWEST ON MAIN STREET FOR 1.1 MILES TO THE INTERSECTION WITH U.S.
 DK1289'HIGHWAY 82, TURN RIGHT (WEST) ANG GO 1.5 MILES TO A TRACK ROAD AND THE
 DK1289'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1231 ***********************************************************************
 DJ1231  DESIGNATION -  82 V 150
 DJ1231  PID         -  DJ1231
 DJ1231  STATE/COUNTY-  MS/WEBSTER
 DJ1231  USGS QUAD   -  TOMNOLEN (1966)
 DJ1231
 DJ1231                         *CURRENT SURVEY CONTROL
 DJ1231  ___________________________________________________________________
 DJ1231* NAD 83(1986)-  33 29 02.     (N)    089 21 36.     (W)     SCALED    
 DJ1231* NAVD 88     -       108.093  (meters)     354.64   (feet)  ADJUSTED  
 DJ1231  ___________________________________________________________________
 DJ1231  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DJ1231  DYNAMIC HT  -         107.975 (meters)     354.25  (feet)  COMP
 DJ1231  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 DJ1231
 DJ1231  VERT ORDER  -  SECOND    CLASS 0
 DJ1231
 DJ1231.The horizontal coordinates were scaled from a topographic map and have
 DJ1231.an estimated accuracy of +/- 6 seconds.
 DJ1231
 DJ1231.The orthometric height was determined by differential leveling
 DJ1231.and adjusted in June 1991.
 DJ1231
 DJ1231.The geoid height was determined by GEOID03.
 DJ1231
 DJ1231.The dynamic height is computed by dividing the NAVD 88
 DJ1231.geopotential number by the normal gravity value computed on the
 DJ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1231.degrees latitude (g = 980.6199 gals.).
 DJ1231
 DJ1231.The modeled gravity was interpolated from observed gravity values.
 DJ1231
 DJ1231;                    North         East    Units  Estimated Accuracy
 DJ1231;SPC MS E     -   441,830.      251,050.      MT  (+/- 180 meters Scaled)
 DJ1231
 DJ1231                          SUPERSEDED SURVEY CONTROL
 DJ1231
 DJ1231  NGVD 29 (??/??/92)  108.044  (m)          354.47   (f) ADJ UNCH    2 0
 DJ1231
 DJ1231.Superseded values are not recommended for survey control.
 DJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1231.See file dsdata.txt to determine how the superseded data were derived.
 DJ1231
 DJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC807074(NAD 83)
 DJ1231_MARKER: DD = SURVEY DISK
 DJ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1231_STAMPING: B.M. 82V-150 1965
 DJ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1231+STABILITY: SURFACE MOTION
 DJ1231
 DJ1231  HISTORY     - Date     Condition        Report By
 DJ1231  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1231
 DJ1231                          STATION DESCRIPTION
 DJ1231
 DJ1231'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1231'IN TOMNOLEN.
 DJ1231'TO REACH THE MARK FROM THE POST OFFICE IN TOMNOLEN TURN LEFT BY THE
 DJ1231'POST OFFICE AND GO 600 FEET TO A RAILROAD CROSSING AND THE MARK ON THE
 DJ1231'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ1231'POST, 28.4 FEET NORTH OF A RAILROAD NORTH TRACK, 81.5 FEET SOUTHEAST
 DJ1231'OF A 3-FOOT GUM TREE, ABOUT LEVEL WITH THE CENTERLINE OF U. S. 82 AND
 DJ1231'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.75 FEET EAST OF THE
 DJ1231'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1229 ***********************************************************************
 DJ1229  DESIGNATION -  82 V 151
 DJ1229  PID         -  DJ1229
 DJ1229  STATE/COUNTY-  MS/WEBSTER
 DJ1229  USGS QUAD   -  TOMNOLEN (1966)
 DJ1229
 DJ1229                         *CURRENT SURVEY CONTROL
 DJ1229  ___________________________________________________________________
 DJ1229* NAD 83(1986)-  33 29 25.     (N)    089 21 06.     (W)     SCALED    
 DJ1229* NAVD 88     -       104.623  (meters)     343.25   (feet)  ADJUSTED  
 DJ1229  ___________________________________________________________________
 DJ1229  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DJ1229  DYNAMIC HT  -         104.509 (meters)     342.88  (feet)  COMP
 DJ1229  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 DJ1229
 DJ1229  VERT ORDER  -  SECOND    CLASS 0
 DJ1229
 DJ1229.The horizontal coordinates were scaled from a topographic map and have
 DJ1229.an estimated accuracy of +/- 6 seconds.
 DJ1229
 DJ1229.The orthometric height was determined by differential leveling
 DJ1229.and adjusted in June 1991.
 DJ1229
 DJ1229.The geoid height was determined by GEOID03.
 DJ1229
 DJ1229.The dynamic height is computed by dividing the NAVD 88
 DJ1229.geopotential number by the normal gravity value computed on the
 DJ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1229.degrees latitude (g = 980.6199 gals.).
 DJ1229
 DJ1229.The modeled gravity was interpolated from observed gravity values.
 DJ1229
 DJ1229;                    North         East    Units  Estimated Accuracy
 DJ1229;SPC MS E     -   442,530.      251,830.      MT  (+/- 180 meters Scaled)
 DJ1229
 DJ1229                          SUPERSEDED SURVEY CONTROL
 DJ1229
 DJ1229  NGVD 29 (??/??/92)  104.573  (m)          343.09   (f) ADJ UNCH    2 0
 DJ1229
 DJ1229.Superseded values are not recommended for survey control.
 DJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1229.See file dsdata.txt to determine how the superseded data were derived.
 DJ1229
 DJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC815081(NAD 83)
 DJ1229_MARKER: DD = SURVEY DISK
 DJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1229_STAMPING: B.M. 82V-151 1965
 DJ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1229+STABILITY: SURFACE MOTION
 DJ1229
 DJ1229  HISTORY     - Date     Condition        Report By
 DJ1229  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1229
 DJ1229                          STATION DESCRIPTION
 DJ1229
 DJ1229'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1229'6.2 MI W FROM EUPORA.
 DJ1229'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH 0.1 MILE TO
 DJ1229'THE INTERSECTION OF U. S. 82, TURN WEST, RIGHT, AND GO 0.6 MILE TO THE
 DJ1229'NATIONAL GUARD BUILDING, CONTINUE WEST 2.7 MILES TO A BLACKTOP ROAD
 DJ1229'CROSSING, CONTINUE 0.3 MILE TO A CONCRETE BRIDGE, CONTINUE FOR 1.1
 DJ1229'MILE TO A T ROAD NORTH, RIGHT, CONTINUE WEST 1.2 MILE TO A BRIDGE,
 DJ1229'CONTINUE WEST 0.3 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ1229'SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 102.25 FEET
 DJ1229'NORTH OF A U.S. 82 CENTERLINE, 2 FEET SOUTH OF A FENCE, 25.3 FEET EAST
 DJ1229'OF A FENCE CORNER, 2 FEET BELOW THE LEVEL OF U. S. 82 AND PROJECTS 2
 DJ1229'INCHES.  A METAL WITNESS POST WAS SET 1.9 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1228 ***********************************************************************
 DJ1228  DESIGNATION -  82 V 152
 DJ1228  PID         -  DJ1228
 DJ1228  STATE/COUNTY-  MS/WEBSTER
 DJ1228  USGS QUAD   -  TOMNOLEN (1966)
 DJ1228
 DJ1228                         *CURRENT SURVEY CONTROL
 DJ1228  ___________________________________________________________________
 DJ1228* NAD 83(1986)-  33 29 52.     (N)    089 20 27.     (W)     SCALED    
 DJ1228* NAVD 88     -       108.798  (meters)     356.95   (feet)  ADJUSTED  
 DJ1228  ___________________________________________________________________
 DJ1228  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DJ1228  DYNAMIC HT  -         108.680 (meters)     356.56  (feet)  COMP
 DJ1228  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 DJ1228
 DJ1228  VERT ORDER  -  SECOND    CLASS 0
 DJ1228
 DJ1228.The horizontal coordinates were scaled from a topographic map and have
 DJ1228.an estimated accuracy of +/- 6 seconds.
 DJ1228
 DJ1228.The orthometric height was determined by differential leveling
 DJ1228.and adjusted in June 1991.
 DJ1228
 DJ1228.The geoid height was determined by GEOID03.
 DJ1228
 DJ1228.The dynamic height is computed by dividing the NAVD 88
 DJ1228.geopotential number by the normal gravity value computed on the
 DJ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1228.degrees latitude (g = 980.6199 gals.).
 DJ1228
 DJ1228.The modeled gravity was interpolated from observed gravity values.
 DJ1228
 DJ1228;                    North         East    Units  Estimated Accuracy
 DJ1228;SPC MS E     -   443,360.      252,840.      MT  (+/- 180 meters Scaled)
 DJ1228
 DJ1228                          SUPERSEDED SURVEY CONTROL
 DJ1228
 DJ1228  NGVD 29 (??/??/92)  108.745  (m)          356.77   (f) ADJ UNCH    2 0
 DJ1228
 DJ1228.Superseded values are not recommended for survey control.
 DJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1228.See file dsdata.txt to determine how the superseded data were derived.
 DJ1228
 DJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC825089(NAD 83)
 DJ1228_MARKER: DD = SURVEY DISK
 DJ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1228_STAMPING: B.M. 82V-152 1965
 DJ1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1228+STABILITY: SURFACE MOTION
 DJ1228
 DJ1228  HISTORY     - Date     Condition        Report By
 DJ1228  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1228
 DJ1228                          STATION DESCRIPTION
 DJ1228
 DJ1228'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1228'5.4 MI W FROM EUPORA.
 DJ1228'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH 0.1 MILE TO
 DJ1228'THE INTERSECTION OF U. S. 82, TURN WEST, RIGHT AND GO 0.6 MILE TO THE
 DJ1228'NATIONAL GUARD BUILDING, CONTINUE WEST 2.7 MILES TO A BLACKTOP ROAD
 DJ1228'CROSSING U.S. 82, CONTINUE WEST 0.3 MILE TO A CONCRETE BRIDGE,
 DJ1228'CONTINUE WEST FOR 1.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS A
 DJ1228'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48.25
 DJ1228'FEET SOUTH OF THE CENTERLINE OF U.S. 82, 35.7 FEET WEST OF A FENCE
 DJ1228'CORNER, 1.5 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ1228'PROJECTS 2 INCHES.  THE MARK HAS A METAL WITNESS POST SET 2.1 FEET
 DJ1228'WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1185 ***********************************************************************
 DJ1185  DESIGNATION -  82 V 153
 DJ1185  PID         -  DJ1185
 DJ1185  STATE/COUNTY-  MS/WEBSTER
 DJ1185  USGS QUAD   -  EUPORA (1983)
 DJ1185
 DJ1185                         *CURRENT SURVEY CONTROL
 DJ1185  ___________________________________________________________________
 DJ1185* NAD 83(1986)-  33 30 17.     (N)    089 19 55.     (W)     SCALED    
 DJ1185* NAVD 88     -       116.634  (meters)     382.66   (feet)  ADJUSTED  
 DJ1185  ___________________________________________________________________
 DJ1185  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1185  DYNAMIC HT  -         116.508 (meters)     382.24  (feet)  COMP
 DJ1185  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 DJ1185
 DJ1185  VERT ORDER  -  SECOND    CLASS 0
 DJ1185
 DJ1185.The horizontal coordinates were scaled from a topographic map and have
 DJ1185.an estimated accuracy of +/- 6 seconds.
 DJ1185
 DJ1185.The orthometric height was determined by differential leveling
 DJ1185.and adjusted in June 1991.
 DJ1185
 DJ1185.The geoid height was determined by GEOID03.
 DJ1185
 DJ1185.The dynamic height is computed by dividing the NAVD 88
 DJ1185.geopotential number by the normal gravity value computed on the
 DJ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1185.degrees latitude (g = 980.6199 gals.).
 DJ1185
 DJ1185.The modeled gravity was interpolated from observed gravity values.
 DJ1185
 DJ1185;                    North         East    Units  Estimated Accuracy
 DJ1185;SPC MS E     -   444,130.      253,670.      MT  (+/- 180 meters Scaled)
 DJ1185
 DJ1185                          SUPERSEDED SURVEY CONTROL
 DJ1185
 DJ1185  NGVD 29 (??/??/92)  116.578  (m)          382.47   (f) ADJ UNCH    2 0
 DJ1185
 DJ1185.Superseded values are not recommended for survey control.
 DJ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1185.See file dsdata.txt to determine how the superseded data were derived.
 DJ1185
 DJ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC833096(NAD 83)
 DJ1185_MARKER: DD = SURVEY DISK
 DJ1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1185_STAMPING: B.M. 82V-153 1965
 DJ1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1185+STABILITY: SURFACE MOTION
 DJ1185
 DJ1185  HISTORY     - Date     Condition        Report By
 DJ1185  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1185
 DJ1185                          STATION DESCRIPTION
 DJ1185
 DJ1185'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1185'4.5 MI W FROM EUPORA.
 DJ1185'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH 0.1 MILE TO
 DJ1185'THE INTERSECTION OF U. S. 82, TURN WEST, RIGHT, GO 0.6 MILE TO THE
 DJ1185'NATIONAL GUARD BUILDING ON THE RIGHT, CONTINUE WEST 2.7 MILES TO A
 DJ1185'BLACK TOP ROAD CROSSING U.S. 82, CONTINUE WEST 11 MILE TO THE MARK ON
 DJ1185'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND
 DJ1185'CONCRETE POST.  IT IS 51.55 FEET NORTH OF THE CENTERLINE OF U.S. 82,
 DJ1185'14.2 FEET WEST OF A GUM TREE, 1.55 FEET SOUTH OF A FENCE, 2 FEET BELOW
 DJ1185'THE LEVEL OF THE CENTERLINE OF U. S. 82 AND PROJECTS 2 INCHES. A METAL
 DJ1185'WITNESS POST WAS SET 1.8 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1184 ***********************************************************************
 DJ1184  DESIGNATION -  82 V 154
 DJ1184  PID         -  DJ1184
 DJ1184  STATE/COUNTY-  MS/WEBSTER
 DJ1184  USGS QUAD   -  EUPORA (1983)
 DJ1184
 DJ1184                         *CURRENT SURVEY CONTROL
 DJ1184  ___________________________________________________________________
 DJ1184* NAD 83(1986)-  33 30 45.     (N)    089 19 17.     (W)     SCALED    
 DJ1184* NAVD 88     -       110.605  (meters)     362.88   (feet)  ADJUSTED  
 DJ1184  ___________________________________________________________________
 DJ1184  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1184  DYNAMIC HT  -         110.485 (meters)     362.48  (feet)  COMP
 DJ1184  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DJ1184
 DJ1184  VERT ORDER  -  SECOND    CLASS 0
 DJ1184
 DJ1184.The horizontal coordinates were scaled from a topographic map and have
 DJ1184.an estimated accuracy of +/- 6 seconds.
 DJ1184
 DJ1184.The orthometric height was determined by differential leveling
 DJ1184.and adjusted in June 1991.
 DJ1184
 DJ1184.The geoid height was determined by GEOID03.
 DJ1184
 DJ1184.The dynamic height is computed by dividing the NAVD 88
 DJ1184.geopotential number by the normal gravity value computed on the
 DJ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1184.degrees latitude (g = 980.6199 gals.).
 DJ1184
 DJ1184.The modeled gravity was interpolated from observed gravity values.
 DJ1184
 DJ1184;                    North         East    Units  Estimated Accuracy
 DJ1184;SPC MS E     -   444,980.      254,660.      MT  (+/- 180 meters Scaled)
 DJ1184
 DJ1184                          SUPERSEDED SURVEY CONTROL
 DJ1184
 DJ1184  NGVD 29 (??/??/92)  110.549  (m)          362.69   (f) ADJ UNCH    2 0
 DJ1184
 DJ1184.Superseded values are not recommended for survey control.
 DJ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1184.See file dsdata.txt to determine how the superseded data were derived.
 DJ1184
 DJ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC843105(NAD 83)
 DJ1184_MARKER: DD = SURVEY DISK
 DJ1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1184_SP_SET: BRIDGE
 DJ1184_STAMPING: BM 82V-154 1965
 DJ1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1184
 DJ1184  HISTORY     - Date     Condition        Report By
 DJ1184  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1184
 DJ1184                          STATION DESCRIPTION
 DJ1184
 DJ1184'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1184'3.6 MI W FROM EUPORA.
 DJ1184'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH 0.1 MILE TO
 DJ1184'THE INTERSECTION OF U.S. 82, TURN WEST, RIGHT, GO 0.6 MILE TO THE
 DJ1184'NATIONAL GUARD BUILDING ON THE RIGHT, CONTINUE 1.3 MILE TO DOSS BUTANE
 DJ1184'CO., CONTINUE WEST 1.4 MILE TO A BLACKTOP ROAD CROSSING, CONTINUE WEST
 DJ1184'0.3 MILE TO A CONCRETE BRIDGE AND THE MARK.  THE MARK IS IN THE
 DJ1184'NORTHWEST END OF THE BRIDGE.  THE MARK IS A DISK SET IN CEMENT IN A
 DJ1184'DRILLED HOLE IN THE NORTHWEST END OF THE BRIDGE, 15.35 FEET NORTH OF
 DJ1184'THE CENTERLINE OF U.S. 82 AND PROJECTS 2 INCHES.  A METAL WITNESS POST
 DJ1184'WAS SET 1.48 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1183 ***********************************************************************
 DJ1183  DESIGNATION -  82 V 155
 DJ1183  PID         -  DJ1183
 DJ1183  STATE/COUNTY-  MS/WEBSTER
 DJ1183  USGS QUAD   -  EUPORA (1983)
 DJ1183
 DJ1183                         *CURRENT SURVEY CONTROL
 DJ1183  ___________________________________________________________________
 DJ1183* NAD 83(1986)-  33 31 17.     (N)    089 18 37.     (W)     SCALED    
 DJ1183* NAVD 88     -       122.495  (meters)     401.89   (feet)  ADJUSTED  
 DJ1183  ___________________________________________________________________
 DJ1183  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1183  DYNAMIC HT  -         122.362 (meters)     401.45  (feet)  COMP
 DJ1183  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DJ1183
 DJ1183  VERT ORDER  -  SECOND    CLASS 0
 DJ1183
 DJ1183.The horizontal coordinates were scaled from a topographic map and have
 DJ1183.an estimated accuracy of +/- 6 seconds.
 DJ1183
 DJ1183.The orthometric height was determined by differential leveling
 DJ1183.and adjusted in June 1991.
 DJ1183
 DJ1183.The geoid height was determined by GEOID03.
 DJ1183
 DJ1183.The dynamic height is computed by dividing the NAVD 88
 DJ1183.geopotential number by the normal gravity value computed on the
 DJ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1183.degrees latitude (g = 980.6199 gals.).
 DJ1183
 DJ1183.The modeled gravity was interpolated from observed gravity values.
 DJ1183
 DJ1183;                    North         East    Units  Estimated Accuracy
 DJ1183;SPC MS E     -   445,970.      255,690.      MT  (+/- 180 meters Scaled)
 DJ1183
 DJ1183                          SUPERSEDED SURVEY CONTROL
 DJ1183
 DJ1183  NGVD 29 (??/??/92)  122.434  (m)          401.69   (f) ADJ UNCH    2 0
 DJ1183
 DJ1183.Superseded values are not recommended for survey control.
 DJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1183.See file dsdata.txt to determine how the superseded data were derived.
 DJ1183
 DJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC854114(NAD 83)
 DJ1183_MARKER: DD = SURVEY DISK
 DJ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1183_STAMPING: 82V-155 1965
 DJ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1183+STABILITY: SURFACE MOTION
 DJ1183
 DJ1183  HISTORY     - Date     Condition        Report By
 DJ1183  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1183
 DJ1183                          STATION DESCRIPTION
 DJ1183
 DJ1183'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1183'2.7 MI W FROM EUPORA.
 DJ1183'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH 0.1 MILE TO
 DJ1183'THE INTERSECTION OF U.S. 82, TURN RIGHT, WEST, GO 0.6 MILE TO THE
 DJ1183'NATIONAL GUARD BUILDING, CONTINUE WEST FOR 2.1 MILE TO THE MARK ON THE
 DJ1183'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ1183'POST.  IT IS 54.5 FEET SOUTH OF A POWERLINE POLE, 49.25 FEET NORTH OF
 DJ1183'THE CENTERLINE OF U.S. 82, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2
 DJ1183'INCHES.  A METAL WITNESS POST WAS SET 1.6 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1182 ***********************************************************************
 DJ1182  DESIGNATION -  82 V 156
 DJ1182  PID         -  DJ1182
 DJ1182  STATE/COUNTY-  MS/WEBSTER
 DJ1182  USGS QUAD   -  EUPORA (1983)
 DJ1182
 DJ1182                         *CURRENT SURVEY CONTROL
 DJ1182  ___________________________________________________________________
 DJ1182* NAD 83(1986)-  33 31 45.     (N)    089 17 59.     (W)     SCALED    
 DJ1182* NAVD 88     -       120.927  (meters)     396.74   (feet)  ADJUSTED  
 DJ1182  ___________________________________________________________________
 DJ1182  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1182  DYNAMIC HT  -         120.797 (meters)     396.31  (feet)  COMP
 DJ1182  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 DJ1182
 DJ1182  VERT ORDER  -  SECOND    CLASS 0
 DJ1182
 DJ1182.The horizontal coordinates were scaled from a topographic map and have
 DJ1182.an estimated accuracy of +/- 6 seconds.
 DJ1182
 DJ1182.The orthometric height was determined by differential leveling
 DJ1182.and adjusted in June 1991.
 DJ1182
 DJ1182.The geoid height was determined by GEOID03.
 DJ1182
 DJ1182.The dynamic height is computed by dividing the NAVD 88
 DJ1182.geopotential number by the normal gravity value computed on the
 DJ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1182.degrees latitude (g = 980.6199 gals.).
 DJ1182
 DJ1182.The modeled gravity was interpolated from observed gravity values.
 DJ1182
 DJ1182;                    North         East    Units  Estimated Accuracy
 DJ1182;SPC MS E     -   446,820.      256,680.      MT  (+/- 180 meters Scaled)
 DJ1182
 DJ1182                          SUPERSEDED SURVEY CONTROL
 DJ1182
 DJ1182  NGVD 29 (??/??/92)  120.865  (m)          396.54   (f) ADJ UNCH    2 0
 DJ1182
 DJ1182.Superseded values are not recommended for survey control.
 DJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1182.See file dsdata.txt to determine how the superseded data were derived.
 DJ1182
 DJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC864123(NAD 83)
 DJ1182_MARKER: DD = SURVEY DISK
 DJ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1182_STAMPING: BM 82V-156 1965
 DJ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1182+STABILITY: SURFACE MOTION
 DJ1182
 DJ1182  HISTORY     - Date     Condition        Report By
 DJ1182  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1182
 DJ1182                          STATION DESCRIPTION
 DJ1182
 DJ1182'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1182'2 MI W FROM EUPORA.
 DJ1182'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH 0.1 MILE TO
 DJ1182'THE INTERSECTION OF U.S. 82, TURN RIGHT, WEST, GO 0.6 MILE TO THE
 DJ1182'NATIONAL GUARD BUILDING, GO 1.3 MILE TO DOSS BUTANE CO. AND THEN
 DJ1182'CONTINUE 0.1 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 DJ1182'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 1.35 FEET NORTH OF A
 DJ1182'FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, 49.3 FEET SOUTH OF THE
 DJ1182'CENTERLINE OF HIGHWAY 82, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH
 DJ1182'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1181 ***********************************************************************
 DJ1181  DESIGNATION -  82 V 157
 DJ1181  PID         -  DJ1181
 DJ1181  STATE/COUNTY-  MS/WEBSTER
 DJ1181  USGS QUAD   -  EUPORA (1983)
 DJ1181
 DJ1181                         *CURRENT SURVEY CONTROL
 DJ1181  ___________________________________________________________________
 DJ1181* NAD 83(1986)-  33 32 10.     (N)    089 17 27.     (W)     SCALED    
 DJ1181* NAVD 88     -       124.036  (meters)     406.94   (feet)  ADJUSTED  
 DJ1181  ___________________________________________________________________
 DJ1181  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1181  DYNAMIC HT  -         123.902 (meters)     406.50  (feet)  COMP
 DJ1181  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DJ1181
 DJ1181  VERT ORDER  -  SECOND    CLASS 0
 DJ1181
 DJ1181.The horizontal coordinates were scaled from a topographic map and have
 DJ1181.an estimated accuracy of +/- 6 seconds.
 DJ1181
 DJ1181.The orthometric height was determined by differential leveling
 DJ1181.and adjusted in June 1991.
 DJ1181
 DJ1181.The geoid height was determined by GEOID03.
 DJ1181
 DJ1181.The dynamic height is computed by dividing the NAVD 88
 DJ1181.geopotential number by the normal gravity value computed on the
 DJ1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1181.degrees latitude (g = 980.6199 gals.).
 DJ1181
 DJ1181.The modeled gravity was interpolated from observed gravity values.
 DJ1181
 DJ1181;                    North         East    Units  Estimated Accuracy
 DJ1181;SPC MS E     -   447,590.      257,510.      MT  (+/- 180 meters Scaled)
 DJ1181
 DJ1181                          SUPERSEDED SURVEY CONTROL
 DJ1181
 DJ1181  NGVD 29 (??/??/92)  123.972  (m)          406.73   (f) ADJ UNCH    2 0
 DJ1181
 DJ1181.Superseded values are not recommended for survey control.
 DJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1181.See file dsdata.txt to determine how the superseded data were derived.
 DJ1181
 DJ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC872130(NAD 83)
 DJ1181_MARKER: DD = SURVEY DISK
 DJ1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1181_STAMPING: BM 82V-157
 DJ1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1181+STABILITY: SURFACE MOTION
 DJ1181
 DJ1181  HISTORY     - Date     Condition        Report By
 DJ1181  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1181  HISTORY     - 1965     GOOD             MSHD
 DJ1181
 DJ1181                          STATION DESCRIPTION
 DJ1181
 DJ1181'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1181'1.3 MI W FROM EUPORA.
 DJ1181'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH FOR 0.1 MILE
 DJ1181'TO THE INTERSECTION OF U.S. 82, TURN RIGHT, WEST AND GO 0.6 MILE TO
 DJ1181'THE NATIONAL GUARD BUILDING ON THE RIGHT, CONTINUE WEST FOR 0.7 MILE
 DJ1181'TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A
 DJ1181'12-INCH ROUND, CONCRETE POST.  IT IS 1.68 FEET WEST OF A METAL WITNESS
 DJ1181'POST, 1.8 FEET SOUTH OF A FENCE, 50.25 FEET NORTH OF THE CENTERLINE OF
 DJ1181'U.S. 82, 15.6 FEET SOUTHWEST OF A 24 INCH OAK TREE, 16 FEET SOUTH
 DJ1181'SOUTHEAST OF A 3 FOOT RED OAK TREE, BELOW THE LEVEL OF THE CENTERLINE
 DJ1181'OF U.S. 82 AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1180 ***********************************************************************
 DJ1180  DESIGNATION -  82 V 158
 DJ1180  PID         -  DJ1180
 DJ1180  STATE/COUNTY-  MS/WEBSTER
 DJ1180  USGS QUAD   -  EUPORA (1983)
 DJ1180
 DJ1180                         *CURRENT SURVEY CONTROL
 DJ1180  ___________________________________________________________________
 DJ1180* NAD 83(1986)-  33 32 29.     (N)    089 16 42.     (W)     SCALED    
 DJ1180* NAVD 88     -       125.211  (meters)     410.80   (feet)  ADJUSTED  
 DJ1180  ___________________________________________________________________
 DJ1180  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DJ1180  DYNAMIC HT  -         125.076 (meters)     410.35  (feet)  COMP
 DJ1180  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 DJ1180
 DJ1180  VERT ORDER  -  SECOND    CLASS 0
 DJ1180
 DJ1180.The horizontal coordinates were scaled from a topographic map and have
 DJ1180.an estimated accuracy of +/- 6 seconds.
 DJ1180
 DJ1180.The orthometric height was determined by differential leveling
 DJ1180.and adjusted in June 1991.
 DJ1180
 DJ1180.The geoid height was determined by GEOID03.
 DJ1180
 DJ1180.The dynamic height is computed by dividing the NAVD 88
 DJ1180.geopotential number by the normal gravity value computed on the
 DJ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1180.degrees latitude (g = 980.6199 gals.).
 DJ1180
 DJ1180.The modeled gravity was interpolated from observed gravity values.
 DJ1180
 DJ1180;                    North         East    Units  Estimated Accuracy
 DJ1180;SPC MS E     -   448,170.      258,670.      MT  (+/- 180 meters Scaled)
 DJ1180
 DJ1180                          SUPERSEDED SURVEY CONTROL
 DJ1180
 DJ1180  NGVD 29 (??/??/92)  125.146  (m)          410.58   (f) ADJ UNCH    2 0
 DJ1180
 DJ1180.Superseded values are not recommended for survey control.
 DJ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1180.See file dsdata.txt to determine how the superseded data were derived.
 DJ1180
 DJ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC884136(NAD 83)
 DJ1180_MARKER: DD = SURVEY DISK
 DJ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1180_STAMPING: BM 82V-158
 DJ1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1180+STABILITY: SURFACE MOTION
 DJ1180
 DJ1180  HISTORY     - Date     Condition        Report By
 DJ1180  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1180  HISTORY     - 1965     GOOD             NGS
 DJ1180
 DJ1180                          STATION DESCRIPTION
 DJ1180
 DJ1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DJ1180'0.6 MI W FROM EUPORA.
 DJ1180'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH FOR 0.1 MILE
 DJ1180'TO THE INTERSECTION OF U.S. 82, TURN RIGHT, WEST AND GO FOR 0.6 MILE
 DJ1180'TO THE NATIONAL GUARD BUILDING AND THE MARK ON THE RIGHT.  THE MARK IS
 DJ1180'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 3.4
 DJ1180'FEET WEST OF A FENCE CORNER POST, 11.65 FEET EAST CENTERLINE OF A
 DJ1180'CONCRETE DRIVE, 26.6 FEET EAST OF THE NORTHEAST CORNER OF THE NATIONAL
 DJ1180'GUARD BUILDING, ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY AND
 DJ1180'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.4 FEET EAST OF THE
 DJ1180'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1179 ***********************************************************************
 DJ1179  DESIGNATION -  82 V 159
 DJ1179  PID         -  DJ1179
 DJ1179  STATE/COUNTY-  MS/WEBSTER
 DJ1179  USGS QUAD   -  EUPORA (1983)
 DJ1179
 DJ1179                         *CURRENT SURVEY CONTROL
 DJ1179  ___________________________________________________________________
 DJ1179* NAD 83(1986)-  33 32 25.     (N)    089 16 02.     (W)     SCALED    
 DJ1179* NAVD 88     -       119.796  (meters)     393.03   (feet)  ADJUSTED  
 DJ1179  ___________________________________________________________________
 DJ1179  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ1179  DYNAMIC HT  -         119.667 (meters)     392.61  (feet)  COMP
 DJ1179  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DJ1179
 DJ1179  VERT ORDER  -  SECOND    CLASS 0
 DJ1179
 DJ1179.The horizontal coordinates were scaled from a topographic map and have
 DJ1179.an estimated accuracy of +/- 6 seconds.
 DJ1179
 DJ1179.The orthometric height was determined by differential leveling
 DJ1179.and adjusted in June 1991.
 DJ1179
 DJ1179.The geoid height was determined by GEOID03.
 DJ1179
 DJ1179.The dynamic height is computed by dividing the NAVD 88
 DJ1179.geopotential number by the normal gravity value computed on the
 DJ1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1179.degrees latitude (g = 980.6199 gals.).
 DJ1179
 DJ1179.The modeled gravity was interpolated from observed gravity values.
 DJ1179
 DJ1179;                    North         East    Units  Estimated Accuracy
 DJ1179;SPC MS E     -   448,040.      259,700.      MT  (+/- 180 meters Scaled)
 DJ1179
 DJ1179                          SUPERSEDED SURVEY CONTROL
 DJ1179
 DJ1179  NGVD 29 (??/??/92)  119.729  (m)          392.81   (f) ADJ UNCH    2 0
 DJ1179
 DJ1179.Superseded values are not recommended for survey control.
 DJ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1179.See file dsdata.txt to determine how the superseded data were derived.
 DJ1179
 DJ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC894134(NAD 83)
 DJ1179_MARKER: DD = SURVEY DISK
 DJ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1179_STAMPING: BM 82V-159 1965
 DJ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1179+STABILITY: SURFACE MOTION
 DJ1179
 DJ1179  HISTORY     - Date     Condition        Report By
 DJ1179  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1179
 DJ1179                          STATION DESCRIPTION
 DJ1179
 DJ1179'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1179'IN EUPORA.
 DJ1179'TO REACH THE MARK GO TO THE DEPOT IN EUPORA AND THE MARK ON THE
 DJ1179'SOUTHWEST CORNER OF THE DEPOT.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1179'12-INCH ROUND, CONCRETE POST.  IT IS 16 FEET NORTH OF THE NORTH
 DJ1179'RAILROAD TRACK, 2.15 FEET SOUTH OF THE SOUTHWEST CORNER OF THE DEPOT
 DJ1179'AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.8 FEET EAST OF
 DJ1179'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0643 ***********************************************************************
 DJ0643  DESIGNATION -  82 V 16
 DJ0643  PID         -  DJ0643
 DJ0643  STATE/COUNTY-  MS/LOWNDES
 DJ0643  USGS QUAD   -  NEW HOPE (1987)
 DJ0643
 DJ0643                         *CURRENT SURVEY CONTROL
 DJ0643  ___________________________________________________________________
 DJ0643* NAD 83(1986)-  33 29 29.     (N)    088 17 36.     (W)     SCALED    
 DJ0643* NAVD 88     -        95.455  (meters)     313.17   (feet)  ADJUSTED  
 DJ0643  ___________________________________________________________________
 DJ0643  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0643  DYNAMIC HT  -          95.353 (meters)     312.84  (feet)  COMP
 DJ0643  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DJ0643
 DJ0643  VERT ORDER  -  SECOND    CLASS 0
 DJ0643
 DJ0643.The horizontal coordinates were scaled from a topographic map and have
 DJ0643.an estimated accuracy of +/- 6 seconds.
 DJ0643
 DJ0643.The orthometric height was determined by differential leveling
 DJ0643.and adjusted in June 1991.
 DJ0643
 DJ0643.The geoid height was determined by GEOID03.
 DJ0643
 DJ0643.The dynamic height is computed by dividing the NAVD 88
 DJ0643.geopotential number by the normal gravity value computed on the
 DJ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0643.degrees latitude (g = 980.6199 gals.).
 DJ0643
 DJ0643.The modeled gravity was interpolated from observed gravity values.
 DJ0643
 DJ0643;                    North         East    Units  Estimated Accuracy
 DJ0643;SPC MS E     -   442,670.      350,180.      MT  (+/- 180 meters Scaled)
 DJ0643
 DJ0643                          SUPERSEDED SURVEY CONTROL
 DJ0643
 DJ0643.No superseded survey control is available for this station.
 DJ0643
 DJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC798065(NAD 83)
 DJ0643_MARKER: DD = SURVEY DISK
 DJ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0643_STAMPING: 82V-16 1964
 DJ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0643+STABILITY: SURFACE MOTION
 DJ0643
 DJ0643  HISTORY     - Date     Condition        Report By
 DJ0643  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0643  HISTORY     - 1965     GOOD             MSHD
 DJ0643  HISTORY     - 20061118 MARK NOT FOUND   MSSU
 DJ0643
 DJ0643                          STATION DESCRIPTION
 DJ0643
 DJ0643'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0643'5.55 MI E FROM COLUMBUS.
 DJ0643'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0643'HIGHWAY 69 IN COLUMBUS, GO EAST ON U. S. HIGHWAY 82 FOR 5.55 MILES TO
 DJ0643'A CROSSROAD AND THE MARK ON THE RIGHT IN THE SOUTHWEST ANGLE.  THE
 DJ0643'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT
 DJ0643'IS 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET EAST OF THE
 DJ0643'CENTER OF A GRAVEL ROAD, 67 FEET SOUTHEAST OF THE CENTER OF THE
 DJ0643'CROSSING, 3 FEET WEST OF A POWERLINE POLE (NO. 42), 2 FEET EAST OF A
 DJ0643'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH
 DJ0643'WITH THE GROUND.
 DJ0643
 DJ0643                          STATION RECOVERY (2006)
 DJ0643
 DJ0643'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 DJ0643'THE MARK WAS NOT RECOVERED, BUT THERE HAS BEEN SIGNIFICANT WORK DONE
 DJ0643'IN THE AREA SINCE THE LAST TIME IT WAS RECOVERED.  THE DIRT ROAD IS
 DJ0643'NOW PAVED, AND THE MARK IS NEAR A GAS STATION.  THERE HAS ALSO BEEN
 DJ0643'RESIDENTIAL WORK DONE IN THE AREA SINCE 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1290 ***********************************************************************
 DK1290  DESIGNATION -  82 V 16 W
 DK1290  PID         -  DK1290
 DK1290  STATE/COUNTY-  MS/WASHINGTON
 DK1290  USGS QUAD   -  GREENVILLE (1970)
 DK1290
 DK1290                         *CURRENT SURVEY CONTROL
 DK1290  ___________________________________________________________________
 DK1290* NAD 83(1986)-  33 23 31.     (N)    091 03 40.     (W)     SCALED    
 DK1290* NAVD 88     -        38.352  (meters)     125.83   (feet)  ADJUSTED  
 DK1290  ___________________________________________________________________
 DK1290  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK1290  DYNAMIC HT  -          38.311 (meters)     125.69  (feet)  COMP
 DK1290  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DK1290
 DK1290  VERT ORDER  -  SECOND    CLASS 0
 DK1290
 DK1290.The horizontal coordinates were scaled from a topographic map and have
 DK1290.an estimated accuracy of +/- 6 seconds.
 DK1290
 DK1290.The orthometric height was determined by differential leveling
 DK1290.and adjusted in June 1991.
 DK1290
 DK1290.The geoid height was determined by GEOID03.
 DK1290
 DK1290.The dynamic height is computed by dividing the NAVD 88
 DK1290.geopotential number by the normal gravity value computed on the
 DK1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1290.degrees latitude (g = 980.6199 gals.).
 DK1290
 DK1290.The modeled gravity was interpolated from observed gravity values.
 DK1290
 DK1290;                    North         East    Units  Estimated Accuracy
 DK1290;SPC MS W     -   431,740.      632,290.      MT  (+/- 180 meters Scaled)
 DK1290
 DK1290                          SUPERSEDED SURVEY CONTROL
 DK1290
 DK1290  NGVD 29 (??/??/??)   38.419  (m)          126.05   (f) ADJUSTED    2 0
 DK1290
 DK1290.Superseded values are not recommended for survey control.
 DK1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1290.See file dsdata.txt to determine how the superseded data were derived.
 DK1290
 DK1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS803964(NAD 83)
 DK1290_MARKER: DB = BENCH MARK DISK
 DK1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1290_STAMPING: BM 82V-16W (1966)
 DK1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1290+STABILITY: SURFACE MOTION
 DK1290
 DK1290  HISTORY     - Date     Condition        Report By
 DK1290  HISTORY     - 1966     MONUMENTED       MSHD
 DK1290  HISTORY     - 1967     GOOD             MSHD
 DK1290
 DK1290                          STATION DESCRIPTION
 DK1290
 DK1290'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1290'1.7 MI SW FROM GREENVILLE.
 DK1290'LOCATED 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1290'INTERSECTION WITH MISSISSIPPI HIGHWAY 1 IN GREENVILLE IN THE SOUTHWEST
 DK1290'ANGLE OF A RAILROAD CROSSING AND 7.95 MILES NORTHEAST OF THE
 DK1290'MISSISSIPPI RIVER BRIDGE.  TO REACH FROM THE U.S. POST OFFICE IN
 DK1290'GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1290'INTERSECTION OF U.S. HIGHWAY 82 FOR 0.7 MILE TO A RAILROAD TRACK AND
 DK1290'THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 DK1290'OF A ROUND CONCRETE POST, 170 FEET SOUTH SOUTHWEST OF THE CENTER OF A
 DK1290'RAILROAD CROSSING, 86 FEET SOUTH OF A RAILROAD STOP SIGN, 61 FEET
 DK1290'SOUTHEAST OF THE CENTER OF HIGHWAY 82, 48.5 FEET SOUTHWEST OF THE
 DK1290'SOUTH RAIL OF THE RAILROAD TRACK, 37.5 FEET SOUTHWEST OF A TELEPHONE
 DK1290'POLE, 41 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY LEADING TO A
 DK1290'GROUP OF TRANSFORMERS, 2.1 FEET SOUTH OF A MP AND L COMPANY CONCRETE
 DK1290'POST, 1.8 FEET NORTHEAST OF A POWER POLE, 1.6 FEET SOUTH OF A METAL
 DK1290'WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 82, AND PROJECTS 4
 DK1290'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1178 ***********************************************************************
 DJ1178  DESIGNATION -  82 V 160
 DJ1178  PID         -  DJ1178
 DJ1178  STATE/COUNTY-  MS/WEBSTER
 DJ1178  USGS QUAD   -  EUPORA (1983)
 DJ1178
 DJ1178                         *CURRENT SURVEY CONTROL
 DJ1178  ___________________________________________________________________
 DJ1178* NAD 83(1986)-  33 32 24.     (N)    089 15 28.     (W)     SCALED    
 DJ1178* NAVD 88     -       113.306  (meters)     371.74   (feet)  ADJUSTED  
 DJ1178  ___________________________________________________________________
 DJ1178  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DJ1178  DYNAMIC HT  -         113.184 (meters)     371.34  (feet)  COMP
 DJ1178  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DJ1178
 DJ1178  VERT ORDER  -  SECOND    CLASS 0
 DJ1178
 DJ1178.The horizontal coordinates were scaled from a topographic map and have
 DJ1178.an estimated accuracy of +/- 6 seconds.
 DJ1178
 DJ1178.The orthometric height was determined by differential leveling
 DJ1178.and adjusted in June 1991.
 DJ1178
 DJ1178.The geoid height was determined by GEOID03.
 DJ1178
 DJ1178.The dynamic height is computed by dividing the NAVD 88
 DJ1178.geopotential number by the normal gravity value computed on the
 DJ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1178.degrees latitude (g = 980.6199 gals.).
 DJ1178
 DJ1178.The modeled gravity was interpolated from observed gravity values.
 DJ1178
 DJ1178;                    North         East    Units  Estimated Accuracy
 DJ1178;SPC MS E     -   448,010.      260,580.      MT  (+/- 180 meters Scaled)
 DJ1178
 DJ1178                          SUPERSEDED SURVEY CONTROL
 DJ1178
 DJ1178  NGVD 29 (??/??/92)  113.241  (m)          371.52   (f) ADJ UNCH    2 0
 DJ1178
 DJ1178.Superseded values are not recommended for survey control.
 DJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1178.See file dsdata.txt to determine how the superseded data were derived.
 DJ1178
 DJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC903134(NAD 83)
 DJ1178_MARKER: DD = SURVEY DISK
 DJ1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1178_SP_SET: BRIDGE
 DJ1178_STAMPING: BM 82V-160 1965
 DJ1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1178
 DJ1178  HISTORY     - Date     Condition        Report By
 DJ1178  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1178
 DJ1178                          STATION DESCRIPTION
 DJ1178
 DJ1178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1178'0.8 MI E FROM EUPORA.
 DJ1178'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH FOR 0.1 MILE
 DJ1178'TO THE INTERSECTION OF U.S. 82, TURN LEFT, EAST AND GO FOR 0.8 MILE TO
 DJ1178'A CONCRETE BRIDGE AND THE MARK ON THE NORTHWEST CORNER OF THE BRIDGE.
 DJ1178'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE, 15.2 FEET NORTH OF
 DJ1178'THE CENTERLINE OF U.S. 82, 2 INCHES BELOW THE LEVEL OF U.S. 82. A
 DJ1178'METAL WITNESS POST WAS SET 2.1 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1177 ***********************************************************************
 DJ1177  DESIGNATION -  82 V 161
 DJ1177  PID         -  DJ1177
 DJ1177  STATE/COUNTY-  MS/WEBSTER
 DJ1177  USGS QUAD   -  SAPA (1972)
 DJ1177
 DJ1177                         *CURRENT SURVEY CONTROL
 DJ1177  ___________________________________________________________________
 DJ1177* NAD 83(1986)-  33 32 25.     (N)    089 14 40.     (W)     SCALED    
 DJ1177* NAVD 88     -       125.073  (meters)     410.34   (feet)  ADJUSTED  
 DJ1177  ___________________________________________________________________
 DJ1177  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1177  DYNAMIC HT  -         124.938 (meters)     409.90  (feet)  COMP
 DJ1177  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DJ1177
 DJ1177  VERT ORDER  -  SECOND    CLASS 0
 DJ1177
 DJ1177.The horizontal coordinates were scaled from a topographic map and have
 DJ1177.an estimated accuracy of +/- 6 seconds.
 DJ1177
 DJ1177.The orthometric height was determined by differential leveling
 DJ1177.and adjusted in June 1991.
 DJ1177
 DJ1177.The geoid height was determined by GEOID03.
 DJ1177
 DJ1177.The dynamic height is computed by dividing the NAVD 88
 DJ1177.geopotential number by the normal gravity value computed on the
 DJ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1177.degrees latitude (g = 980.6199 gals.).
 DJ1177
 DJ1177.The modeled gravity was interpolated from observed gravity values.
 DJ1177
 DJ1177;                    North         East    Units  Estimated Accuracy
 DJ1177;SPC MS E     -   448,030.      261,820.      MT  (+/- 180 meters Scaled)
 DJ1177
 DJ1177                          SUPERSEDED SURVEY CONTROL
 DJ1177
 DJ1177  NGVD 29 (??/??/92)  125.006  (m)          410.12   (f) ADJ UNCH    2 0
 DJ1177
 DJ1177.Superseded values are not recommended for survey control.
 DJ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1177.See file dsdata.txt to determine how the superseded data were derived.
 DJ1177
 DJ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC916134(NAD 83)
 DJ1177_MARKER: DD = SURVEY DISK
 DJ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1177_STAMPING: BM 82V-161 1965
 DJ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1177+STABILITY: SURFACE MOTION
 DJ1177
 DJ1177  HISTORY     - Date     Condition        Report By
 DJ1177  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1177
 DJ1177                          STATION DESCRIPTION
 DJ1177
 DJ1177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1177'3.1 MI E FROM EUPORA.
 DJ1177'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH FOR 0.1 MILE
 DJ1177'TO THE INTERSECTION OF U.S. 82, TURN LEFT, EAST AND GO 0.1 MILE TO
 DJ1177'INTERSECTION OF STATE HIGHWAY 9 AND U. S. 82, CONTINUE EAST FOR 0.8
 DJ1177'MILE TO A BRIDGE, CONTINUE EAST FOR 1.1 MILE TO THE LITTLE BLACK
 DJ1177'RIVER, CONTINUE EAST FOR 1.2 MILE TO THE MARK ON THE LEFT.  THE MARK
 DJ1177'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS
 DJ1177'48.85 FEET NORTH OF THE U.S. 82, 5.2 FEET EAST OF A POWERLINE POLE, 4
 DJ1177'FEET ABOVE THE CENTERLINE OF U.S. 82 AND PROJECTS 4 INCHES.  A METAL
 DJ1177'WITNESS POST WAS SET 1.63 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1176 ***********************************************************************
 DJ1176  DESIGNATION -  82 V 162
 DJ1176  PID         -  DJ1176
 DJ1176  STATE/COUNTY-  MS/WEBSTER
 DJ1176  USGS QUAD   -  SAPA (1972)
 DJ1176
 DJ1176                         *CURRENT SURVEY CONTROL
 DJ1176  ___________________________________________________________________
 DJ1176* NAD 83(1986)-  33 32 38.     (N)    089 13 55.     (W)     SCALED    
 DJ1176* NAVD 88     -       121.705  (meters)     399.29   (feet)  ADJUSTED  
 DJ1176  ___________________________________________________________________
 DJ1176  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1176  DYNAMIC HT  -         121.574 (meters)     398.86  (feet)  COMP
 DJ1176  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DJ1176
 DJ1176  VERT ORDER  -  SECOND    CLASS 0
 DJ1176
 DJ1176.The horizontal coordinates were scaled from a topographic map and have
 DJ1176.an estimated accuracy of +/- 6 seconds.
 DJ1176
 DJ1176.The orthometric height was determined by differential leveling
 DJ1176.and adjusted in June 1991.
 DJ1176
 DJ1176.The geoid height was determined by GEOID03.
 DJ1176
 DJ1176.The dynamic height is computed by dividing the NAVD 88
 DJ1176.geopotential number by the normal gravity value computed on the
 DJ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1176.degrees latitude (g = 980.6199 gals.).
 DJ1176
 DJ1176.The modeled gravity was interpolated from observed gravity values.
 DJ1176
 DJ1176;                    North         East    Units  Estimated Accuracy
 DJ1176;SPC MS E     -   448,430.      262,980.      MT  (+/- 180 meters Scaled)
 DJ1176
 DJ1176                          SUPERSEDED SURVEY CONTROL
 DJ1176
 DJ1176  NGVD 29 (??/??/92)  121.637  (m)          399.07   (f) ADJ UNCH    2 0
 DJ1176
 DJ1176.Superseded values are not recommended for survey control.
 DJ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1176.See file dsdata.txt to determine how the superseded data were derived.
 DJ1176
 DJ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC927138(NAD 83)
 DJ1176_MARKER: DD = SURVEY DISK
 DJ1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1176_STAMPING: BM 82V-162 1965
 DJ1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1176+STABILITY: SURFACE MOTION
 DJ1176
 DJ1176  HISTORY     - Date     Condition        Report By
 DJ1176  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1176
 DJ1176                          STATION DESCRIPTION
 DJ1176
 DJ1176'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1176'2.5 MI E FROM EUPORA.
 DJ1176'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH FOR 0.1 MILE
 DJ1176'TO THE INTERSECTION OF U.S. 82, TURN LEFT, EAST AND GO 0.2 MILE TO THE
 DJ1176'INTERSECTION OF U.S. 82 AND STATE 9, CONTINUE EAST FOR 1.1 MILE TO
 DJ1176'LITTLE BLACK RIVER, CONTINUE EAST FOR 1.2 MILES TO THE MARK ON THE
 DJ1176'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ1176'POST.  IT IS 46.35 FEET NORTH OF THE CENTERLINE OF U.S. 82, 14.5 FEET
 DJ1176'EAST OF A POWERLINE POLE, 15.5 FEET EAST-SOUTHEAST OF A 24 INCH OAK
 DJ1176'TREE, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.65 FEET
 DJ1176'EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1175 ***********************************************************************
 DJ1175  DESIGNATION -  82 V 163
 DJ1175  PID         -  DJ1175
 DJ1175  STATE/COUNTY-  MS/WEBSTER
 DJ1175  USGS QUAD   -  SAPA (1972)
 DJ1175
 DJ1175                         *CURRENT SURVEY CONTROL
 DJ1175  ___________________________________________________________________
 DJ1175* NAD 83(1986)-  33 32 44.     (N)    089 12 58.     (W)     SCALED    
 DJ1175* NAVD 88     -       118.473  (meters)     388.69   (feet)  ADJUSTED  
 DJ1175  ___________________________________________________________________
 DJ1175  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DJ1175  DYNAMIC HT  -         118.346 (meters)     388.27  (feet)  COMP
 DJ1175  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DJ1175
 DJ1175  VERT ORDER  -  SECOND    CLASS 0
 DJ1175
 DJ1175.The horizontal coordinates were scaled from a topographic map and have
 DJ1175.an estimated accuracy of +/- 6 seconds.
 DJ1175
 DJ1175.The orthometric height was determined by differential leveling
 DJ1175.and adjusted in June 1991.
 DJ1175
 DJ1175.The geoid height was determined by GEOID03.
 DJ1175
 DJ1175.The dynamic height is computed by dividing the NAVD 88
 DJ1175.geopotential number by the normal gravity value computed on the
 DJ1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1175.degrees latitude (g = 980.6199 gals.).
 DJ1175
 DJ1175.The modeled gravity was interpolated from observed gravity values.
 DJ1175
 DJ1175;                    North         East    Units  Estimated Accuracy
 DJ1175;SPC MS E     -   448,610.      264,450.      MT  (+/- 180 meters Scaled)
 DJ1175
 DJ1175                          SUPERSEDED SURVEY CONTROL
 DJ1175
 DJ1175  NGVD 29 (??/??/92)  118.405  (m)          388.47   (f) ADJ UNCH    2 0
 DJ1175
 DJ1175.Superseded values are not recommended for survey control.
 DJ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1175.See file dsdata.txt to determine how the superseded data were derived.
 DJ1175
 DJ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC942139(NAD 83)
 DJ1175_MARKER: DD = SURVEY DISK
 DJ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1175_STAMPING: BM 82V-163 1965
 DJ1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1175+STABILITY: SURFACE MOTION
 DJ1175
 DJ1175  HISTORY     - Date     Condition        Report By
 DJ1175  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1175  HISTORY     - 20080723 MARK NOT FOUND   MSSU
 DJ1175
 DJ1175                          STATION DESCRIPTION
 DJ1175
 DJ1175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1175'2.0 MI E FROM EUPORA.
 DJ1175'TO REACH THE MARK FROM THE POST OFFICE IN EUPORA GO SOUTH FOR 0.1 MILE
 DJ1175'TO THE INTERSECTION OF U.S. 82 AND DUNN STREET TURN LEFT, EAST AND GO
 DJ1175'1.1 MILES TO THE LITTLE BLACK RIVER, CONTINUE EAST FOR 0.5 MILE TO THE
 DJ1175'EUPORA DRIVE-IN THEATER, CONTINUE EAST FOR 0.4 MILE TO THE MARK. THE
 DJ1175'MARK IS A DISK SET IN THE TOP OF A 12-INCH CONCRETE POST. IT IS 46.5
 DJ1175'FEET SOUTH OF THE CENTERLINE OF U.S. 82, 14.2 FEET WEST OF A POWERLINE
 DJ1175'POLE, 42.4 FEET EAST OF A FENCE CORNER AND PROJECT 4 INCHES. A METAL
 DJ1175'WITNESS POST WAS SET 1.55 FEET WEST OF THE MARK.
 DJ1175
 DJ1175                          STATION RECOVERY (2008)
 DJ1175
 DJ1175'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JCW)
 DJ1175'THE DIRECTIONS READ THAT THE SEEKER SHOULD FIND THE TRAIN DEPOT.  THE
 DJ1175'TRAIN DEPOT HAS BEEN TORN DOWN FOR SOME TIME NOW AND AND THE RAILROAD
 DJ1175'IS INOPERABLE.  I ATTEMPED TO FIND THE MARK BUT WAS UNABLE TO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1173 ***********************************************************************
 DJ1173  DESIGNATION -  82 V 164
 DJ1173  PID         -  DJ1173
 DJ1173  STATE/COUNTY-  MS/WEBSTER
 DJ1173  USGS QUAD   -  SAPA (1972)
 DJ1173
 DJ1173                         *CURRENT SURVEY CONTROL
 DJ1173  ___________________________________________________________________
 DJ1173* NAD 83(1986)-  33 32 51.     (N)    089 12 03.     (W)     SCALED    
 DJ1173* NAVD 88     -       125.411  (meters)     411.45   (feet)  ADJUSTED  
 DJ1173  ___________________________________________________________________
 DJ1173  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DJ1173  DYNAMIC HT  -         125.276 (meters)     411.01  (feet)  COMP
 DJ1173  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DJ1173
 DJ1173  VERT ORDER  -  SECOND    CLASS 0
 DJ1173
 DJ1173.The horizontal coordinates were scaled from a topographic map and have
 DJ1173.an estimated accuracy of +/- 6 seconds.
 DJ1173
 DJ1173.The orthometric height was determined by differential leveling
 DJ1173.and adjusted in June 1991.
 DJ1173
 DJ1173.The geoid height was determined by GEOID03.
 DJ1173
 DJ1173.The dynamic height is computed by dividing the NAVD 88
 DJ1173.geopotential number by the normal gravity value computed on the
 DJ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1173.degrees latitude (g = 980.6199 gals.).
 DJ1173
 DJ1173.The modeled gravity was interpolated from observed gravity values.
 DJ1173
 DJ1173;                    North         East    Units  Estimated Accuracy
 DJ1173;SPC MS E     -   448,820.      265,870.      MT  (+/- 180 meters Scaled)
 DJ1173
 DJ1173                          SUPERSEDED SURVEY CONTROL
 DJ1173
 DJ1173  NGVD 29 (??/??/92)  125.340  (m)          411.22   (f) ADJ UNCH    2 0
 DJ1173
 DJ1173.Superseded values are not recommended for survey control.
 DJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1173.See file dsdata.txt to determine how the superseded data were derived.
 DJ1173
 DJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC956141(NAD 83)
 DJ1173_MARKER: DD = SURVEY DISK
 DJ1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1173_STAMPING: BM 82V-164 1965
 DJ1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1173+STABILITY: SURFACE MOTION
 DJ1173
 DJ1173  HISTORY     - Date     Condition        Report By
 DJ1173  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1173
 DJ1173                          STATION DESCRIPTION
 DJ1173
 DJ1173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1173'4.4 MI W FROM MATHISTON.
 DJ1173'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON STATE
 DJ1173'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1173'S. HIGHWAY 82, TURN LEFT, WEST AND GO 1.4 MILES TO THE NATCHEZ TRACE
 DJ1173'PARKWAY, CONTINUE WEST FOR 1.8 MILES TO A T BLACKTOP ROAD, NORTH,
 DJ1173'RIGHT, CONTINUE WEST FOR 0.4 MILES TO THE MSHD MAINTENANCE SHOP,
 DJ1173'CONTINUE WEST FOR 0.8 MILE TO A CROSSROAD AND THE MARK ON THE LEFT.
 DJ1173'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 DJ1173'IT IS 46.8 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 82, 1.9 FEET
 DJ1173'NORTH OF A FENCE POST, 14.5 FEET WEST OF A POWERLINE POLE, ABOUT LEVEL
 DJ1173'WITH THE HIGHWAY, AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET
 DJ1173'1.3 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1172 ***********************************************************************
 DJ1172  DESIGNATION -  82 V 165
 DJ1172  PID         -  DJ1172
 DJ1172  STATE/COUNTY-  MS/WEBSTER
 DJ1172  USGS QUAD   -  SAPA (1972)
 DJ1172
 DJ1172                         *CURRENT SURVEY CONTROL
 DJ1172  ___________________________________________________________________
 DJ1172* NAD 83(1986)-  33 32 52.     (N)    089 10 58.     (W)     SCALED    
 DJ1172* NAVD 88     -       118.897  (meters)     390.08   (feet)  ADJUSTED  
 DJ1172  ___________________________________________________________________
 DJ1172  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ1172  DYNAMIC HT  -         118.768 (meters)     389.66  (feet)  COMP
 DJ1172  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DJ1172
 DJ1172  VERT ORDER  -  SECOND    CLASS 0
 DJ1172
 DJ1172.The horizontal coordinates were scaled from a topographic map and have
 DJ1172.an estimated accuracy of +/- 6 seconds.
 DJ1172
 DJ1172.The orthometric height was determined by differential leveling
 DJ1172.and adjusted in June 1991.
 DJ1172
 DJ1172.The geoid height was determined by GEOID03.
 DJ1172
 DJ1172.The dynamic height is computed by dividing the NAVD 88
 DJ1172.geopotential number by the normal gravity value computed on the
 DJ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1172.degrees latitude (g = 980.6199 gals.).
 DJ1172
 DJ1172.The modeled gravity was interpolated from observed gravity values.
 DJ1172
 DJ1172;                    North         East    Units  Estimated Accuracy
 DJ1172;SPC MS E     -   448,850.      267,550.      MT  (+/- 180 meters Scaled)
 DJ1172
 DJ1172                          SUPERSEDED SURVEY CONTROL
 DJ1172
 DJ1172  NGVD 29 (??/??/92)  118.827  (m)          389.85   (f) ADJ UNCH    2 0
 DJ1172
 DJ1172.Superseded values are not recommended for survey control.
 DJ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1172.See file dsdata.txt to determine how the superseded data were derived.
 DJ1172
 DJ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC973141(NAD 83)
 DJ1172_MARKER: DD = SURVEY DISK
 DJ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1172_STAMPING: BM 82V-165 1965
 DJ1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1172+STABILITY: SURFACE MOTION
 DJ1172
 DJ1172  HISTORY     - Date     Condition        Report By
 DJ1172  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1172
 DJ1172                          STATION DESCRIPTION
 DJ1172
 DJ1172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1172'3.6 MI W FROM MATHISTON.
 DJ1172'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON STATE
 DJ1172'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1172'S. HIGHWAY 82, TURN LEFT WEST AND GO 1.4 MILES TO THE NATCHEZ TRACE
 DJ1172'PARKWAY, CONTINUE WEST 1.8 MILES TO A T BLACKTOP ROAD TO THE NORTH,
 DJ1172'RIGHT, CONTINUE WEST FOR 0.4 MILE TO THE MSHD MAINTENANCE SHOP AND THE
 DJ1172'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ1172'ROUND, CONCRETE POST.  IT IS 1.1 FEET SOUTH OF A FENCE, 2.4 FEET
 DJ1172'SOUTHEAST OF A POLE, 13.3 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DJ1172'BUILDING, ABOUT LEVEL WITH THE GROUND SURFACE AND FLUSH WITH THE
 DJ1172'GROUND.  A METAL WITNESS POST WAS SET 1.8 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1171 ***********************************************************************
 DJ1171  DESIGNATION -  82 V 166
 DJ1171  PID         -  DJ1171
 DJ1171  STATE/COUNTY-  MS/WEBSTER
 DJ1171  USGS QUAD   -  SAPA (1972)
 DJ1171
 DJ1171                         *CURRENT SURVEY CONTROL
 DJ1171  ___________________________________________________________________
 DJ1171* NAD 83(1986)-  33 32 50.     (N)    089 10 28.     (W)     SCALED    
 DJ1171* NAVD 88     -       117.891  (meters)     386.78   (feet)  ADJUSTED  
 DJ1171  ___________________________________________________________________
 DJ1171  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ1171  DYNAMIC HT  -         117.763 (meters)     386.36  (feet)  COMP
 DJ1171  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DJ1171
 DJ1171  VERT ORDER  -  SECOND    CLASS 0
 DJ1171
 DJ1171.The horizontal coordinates were scaled from a topographic map and have
 DJ1171.an estimated accuracy of +/- 6 seconds.
 DJ1171
 DJ1171.The orthometric height was determined by differential leveling
 DJ1171.and adjusted in June 1991.
 DJ1171
 DJ1171.The geoid height was determined by GEOID03.
 DJ1171
 DJ1171.The dynamic height is computed by dividing the NAVD 88
 DJ1171.geopotential number by the normal gravity value computed on the
 DJ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1171.degrees latitude (g = 980.6199 gals.).
 DJ1171
 DJ1171.The modeled gravity was interpolated from observed gravity values.
 DJ1171
 DJ1171;                    North         East    Units  Estimated Accuracy
 DJ1171;SPC MS E     -   448,780.      268,320.      MT  (+/- 180 meters Scaled)
 DJ1171
 DJ1171                          SUPERSEDED SURVEY CONTROL
 DJ1171
 DJ1171  NGVD 29 (??/??/92)  117.821  (m)          386.55   (f) ADJ UNCH    2 0
 DJ1171
 DJ1171.Superseded values are not recommended for survey control.
 DJ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1171.See file dsdata.txt to determine how the superseded data were derived.
 DJ1171
 DJ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC981140(NAD 83)
 DJ1171_MARKER: DD = SURVEY DISK
 DJ1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1171_STAMPING: BM 82V-166 1965
 DJ1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1171+STABILITY: SURFACE MOTION
 DJ1171
 DJ1171  HISTORY     - Date     Condition        Report By
 DJ1171  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1171
 DJ1171                          STATION DESCRIPTION
 DJ1171
 DJ1171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1171'3 MI W FROM MATHISTON.
 DJ1171'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON STATE
 DJ1171'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1171'S. HIGHWAY 82, TURN LEFT, WEST AND GO 1.4 MILES TO THE NATCHEZ TRACE
 DJ1171'PARKWAY, CONTINUE WEST FOR 0.7 MILE TO THE BIG BLACK RIVER, CONTINUE
 DJ1171'WEST 1.0 MILE TO A CROSSROAD, AND THE MARK ON THE RIGHT. THE MARK IS A
 DJ1171'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS 68 FEET
 DJ1171'SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 82, 47.4 FEET EAST OF THE
 DJ1171'CENTERLINE OF A GRAVEL ROAD, 92.3 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 DJ1171'POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES. A METAL
 DJ1171'WITNESS POST WAS SET 1.6 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1170 ***********************************************************************
 DJ1170  DESIGNATION -  82 V 167
 DJ1170  PID         -  DJ1170
 DJ1170  STATE/COUNTY-  MS/WEBSTER
 DJ1170  USGS QUAD   -  SAPA (1972)
 DJ1170
 DJ1170                         *CURRENT SURVEY CONTROL
 DJ1170  ___________________________________________________________________
 DJ1170* NAD 83(1986)-  33 32 48.     (N)    089 10 01.     (W)     SCALED    
 DJ1170* NAVD 88     -       117.621  (meters)     385.89   (feet)  ADJUSTED  
 DJ1170  ___________________________________________________________________
 DJ1170  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ1170  DYNAMIC HT  -         117.494 (meters)     385.48  (feet)  COMP
 DJ1170  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 DJ1170
 DJ1170  VERT ORDER  -  SECOND    CLASS 0
 DJ1170
 DJ1170.The horizontal coordinates were scaled from a topographic map and have
 DJ1170.an estimated accuracy of +/- 6 seconds.
 DJ1170
 DJ1170.The orthometric height was determined by differential leveling
 DJ1170.and adjusted in June 1991.
 DJ1170
 DJ1170.The geoid height was determined by GEOID03.
 DJ1170
 DJ1170.The dynamic height is computed by dividing the NAVD 88
 DJ1170.geopotential number by the normal gravity value computed on the
 DJ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1170.degrees latitude (g = 980.6199 gals.).
 DJ1170
 DJ1170.The modeled gravity was interpolated from observed gravity values.
 DJ1170
 DJ1170;                    North         East    Units  Estimated Accuracy
 DJ1170;SPC MS E     -   448,720.      269,020.      MT  (+/- 180 meters Scaled)
 DJ1170
 DJ1170                          SUPERSEDED SURVEY CONTROL
 DJ1170
 DJ1170  NGVD 29 (??/??/92)  117.552  (m)          385.67   (f) ADJ UNCH    2 0
 DJ1170
 DJ1170.Superseded values are not recommended for survey control.
 DJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1170.See file dsdata.txt to determine how the superseded data were derived.
 DJ1170
 DJ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC988139(NAD 83)
 DJ1170_MARKER: DD = SURVEY DISK
 DJ1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1170_SP_SET: BRIDGE
 DJ1170_STAMPING: BM 82V-167 1965
 DJ1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1170
 DJ1170  HISTORY     - Date     Condition        Report By
 DJ1170  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1170  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1170
 DJ1170                          STATION DESCRIPTION
 DJ1170
 DJ1170'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1170'2.5 MI W FROM MATHISTON.
 DJ1170'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON
 DJ1170'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1170'S. HIGHWAY 82, TURN LEFT, WEST AND GO 1.4 MILES TO THE NATCHEZ TRACE
 DJ1170'PARKWAY, CONTINUE WEST FOR 1.0 MILE TO A CONCRETE BRIDGE AND THE MARK
 DJ1170'IN THE SOUTHWEST ABUTMENT OF THE BRIDGE.  THE MARK IS A DISK SET IN
 DJ1170'CEMENT IN A DRILLED HOLE IN THE SOUTHWEST CORNER OF A CONCRETE BRIDGE,
 DJ1170'14.8 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 82 AND BELOW THE
 DJ1170'LEVEL OF THE HIGHWAY.  THE MARK IS A 1.6 FEET EAST OF A METAL WITNESS
 DJ1170'POST.
 DJ1170
 DJ1170                          STATION RECOVERY (2000)
 DJ1170
 DJ1170'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1170'BRIDGE HAS BEEN REPLACED, MARK WAS DESTROYED THEN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1169 ***********************************************************************
 DJ1169  DESIGNATION -  82 V 168
 DJ1169  PID         -  DJ1169
 DJ1169  STATE/COUNTY-  MS/WEBSTER
 DJ1169  USGS QUAD   -  SAPA (1972)
 DJ1169
 DJ1169                         *CURRENT SURVEY CONTROL
 DJ1169  ___________________________________________________________________
 DJ1169* NAD 83(1986)-  33 32 26.     (N)    089 08 59.     (W)     SCALED    
 DJ1169* NAVD 88     -       117.509  (meters)     385.53   (feet)  ADJUSTED  
 DJ1169  ___________________________________________________________________
 DJ1169  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DJ1169  DYNAMIC HT  -         117.382 (meters)     385.11  (feet)  COMP
 DJ1169  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DJ1169
 DJ1169  VERT ORDER  -  SECOND    CLASS 0
 DJ1169
 DJ1169.The horizontal coordinates were scaled from a topographic map and have
 DJ1169.an estimated accuracy of +/- 6 seconds.
 DJ1169
 DJ1169.The orthometric height was determined by differential leveling
 DJ1169.and adjusted in June 1991.
 DJ1169
 DJ1169.The geoid height was determined by GEOID03.
 DJ1169
 DJ1169.The dynamic height is computed by dividing the NAVD 88
 DJ1169.geopotential number by the normal gravity value computed on the
 DJ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1169.degrees latitude (g = 980.6199 gals.).
 DJ1169
 DJ1169.The modeled gravity was interpolated from observed gravity values.
 DJ1169
 DJ1169;                    North         East    Units  Estimated Accuracy
 DJ1169;SPC MS E     -   448,030.      270,620.      MT  (+/- 180 meters Scaled)
 DJ1169
 DJ1169                          SUPERSEDED SURVEY CONTROL
 DJ1169
 DJ1169  NGVD 29 (??/??/92)  117.439  (m)          385.30   (f) ADJ UNCH    2 0
 DJ1169
 DJ1169.Superseded values are not recommended for survey control.
 DJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1169.See file dsdata.txt to determine how the superseded data were derived.
 DJ1169
 DJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC003132(NAD 83)
 DJ1169_MARKER: DD = SURVEY DISK
 DJ1169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1169_SP_SET: BRIDGE
 DJ1169_STAMPING: BM 82V-168 1965
 DJ1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1169
 DJ1169  HISTORY     - Date     Condition        Report By
 DJ1169  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1169  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1169  HISTORY     - 20070819 MARK NOT FOUND   GEOCAC
 DJ1169
 DJ1169                          STATION DESCRIPTION
 DJ1169
 DJ1169'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1169'1.5 MI W FROM MATHISTON.
 DJ1169'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON
 DJ1169'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1169'S. HIGHWAY 82, TURN LEFT AND GO WEST FOR 1.4 MILES TO THE NATCHEZ
 DJ1169'TRACE PARKWAY, CONTINUE WEST FOR 0.2 MILES TO THE MARK ON THE RIGHT IN
 DJ1169'A CONCRETE BRIDGE AND THE MARK IN THE NORTHWEST CORNER OF THE BRIDGE.
 DJ1169'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTHWEST
 DJ1169'CORNER OF A CONCRETE BRIDGE, 15.3 FEET NORTH OF THE CENTERLINE OF U.
 DJ1169'S. HIGHWAY 82, 8.6 FEET EAST OF THE CENTERLINE OF A SIDE ROAD, 2
 DJ1169'INCHES BELOW THE LEVEL OF THE CENTERLINE OF U. S. HIGHWAY 82. A METAL
 DJ1169'WITNESS POST WAS SET 1.5 FEET EAST OF THE MARK.
 DJ1169
 DJ1169                          STATION RECOVERY (2000)
 DJ1169
 DJ1169'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1169'BRIDGE HAS BEEN REPLACED, MARK WAS DESTROYED THEN.
 DJ1169
 DJ1169                          STATION RECOVERY (2007)
 DJ1169
 DJ1169'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1169'HIGHWAY 82 CHANGED FROM TWO LANE TO FOUR LANE CIRCA 2000-2002. ALL
 DJ1169'BRIDGES WERE REPLACED, ALL OF THE NORTH SIDE WAS GRADED FOR DRAINAGE.
 DJ1169'THE BRIDGE REFERENCED IN THE DATASHEET HAS BEEN REPLACED, NO MARKER
 DJ1169'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1168 ***********************************************************************
 DJ1168  DESIGNATION -  82 V 169
 DJ1168  PID         -  DJ1168
 DJ1168  STATE/COUNTY-  MS/WEBSTER
 DJ1168  USGS QUAD   -  SAPA (1972)
 DJ1168
 DJ1168                         *CURRENT SURVEY CONTROL
 DJ1168  ___________________________________________________________________
 DJ1168* NAD 83(1986)-  33 32 23.     (N)    089 08 13.     (W)     SCALED    
 DJ1168* NAVD 88     -       127.141  (meters)     417.13   (feet)  ADJUSTED  
 DJ1168  ___________________________________________________________________
 DJ1168  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DJ1168  DYNAMIC HT  -         127.003 (meters)     416.68  (feet)  COMP
 DJ1168  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DJ1168
 DJ1168  VERT ORDER  -  SECOND    CLASS 0
 DJ1168
 DJ1168.The horizontal coordinates were scaled from a topographic map and have
 DJ1168.an estimated accuracy of +/- 6 seconds.
 DJ1168
 DJ1168.The orthometric height was determined by differential leveling
 DJ1168.and adjusted in June 1991.
 DJ1168
 DJ1168.The geoid height was determined by GEOID03.
 DJ1168
 DJ1168.The dynamic height is computed by dividing the NAVD 88
 DJ1168.geopotential number by the normal gravity value computed on the
 DJ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1168.degrees latitude (g = 980.6199 gals.).
 DJ1168
 DJ1168.The modeled gravity was interpolated from observed gravity values.
 DJ1168
 DJ1168;                    North         East    Units  Estimated Accuracy
 DJ1168;SPC MS E     -   447,940.      271,800.      MT  (+/- 180 meters Scaled)
 DJ1168
 DJ1168                          SUPERSEDED SURVEY CONTROL
 DJ1168
 DJ1168  NGVD 29 (??/??/92)  127.069  (m)          416.89   (f) ADJ UNCH    2 0
 DJ1168
 DJ1168.Superseded values are not recommended for survey control.
 DJ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1168.See file dsdata.txt to determine how the superseded data were derived.
 DJ1168
 DJ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC015131(NAD 83)
 DJ1168_MARKER: DD = SURVEY DISK
 DJ1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1168_STAMPING: BM 82V-169 1965
 DJ1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1168+STABILITY: SURFACE MOTION
 DJ1168
 DJ1168  HISTORY     - Date     Condition        Report By
 DJ1168  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1168
 DJ1168                          STATION DESCRIPTION
 DJ1168
 DJ1168'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1168'0.8 MI W FROM MATHISTON.
 DJ1168'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON
 DJ1168'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF HIGHWAY 15 AND U. S.
 DJ1168'HIGHWAY 82, TURN LEFT, WEST AND GO 0.8 MILE TO A SHELL SERVICE STATION
 DJ1168'ON THE LEFT AND THE MARK.  THE MARK IS ADISK SET IN THE TOP OF A
 DJ1168'12-INCH ROUND, CONCRETE POST.  IT IS 49 FEET SOUTH OF THE CENTERLINE
 DJ1168'OF U. S. HIGHWAY 82, 14 FEET SOUTH OF A POWERLINE POLE, 1.5 FEET WEST
 DJ1168'OF A 2-FOOT PINE TREE, 77 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DJ1168'OF THE SHELL SERVICE STATION, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ1168'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE
 DJ1168'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0645 ***********************************************************************
 DJ0645  DESIGNATION -  82 V 17 RESET 1965
 DJ0645  PID         -  DJ0645
 DJ0645  STATE/COUNTY-  MS/LOWNDES
 DJ0645  USGS QUAD   -  NEW HOPE (1987)
 DJ0645
 DJ0645                         *CURRENT SURVEY CONTROL
 DJ0645  ___________________________________________________________________
 DJ0645* NAD 83(1986)-  33 29 11.     (N)    088 17 04.     (W)     SCALED    
 DJ0645* NAVD 88     -        96.224  (meters)     315.69   (feet)  ADJUSTED  
 DJ0645  ___________________________________________________________________
 DJ0645  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ0645  DYNAMIC HT  -          96.121 (meters)     315.36  (feet)  COMP
 DJ0645  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DJ0645
 DJ0645  VERT ORDER  -  SECOND    CLASS 0
 DJ0645
 DJ0645.The horizontal coordinates were scaled from a topographic map and have
 DJ0645.an estimated accuracy of +/- 6 seconds.
 DJ0645
 DJ0645.The orthometric height was determined by differential leveling
 DJ0645.and adjusted in June 1991.
 DJ0645
 DJ0645.The geoid height was determined by GEOID03.
 DJ0645
 DJ0645.The dynamic height is computed by dividing the NAVD 88
 DJ0645.geopotential number by the normal gravity value computed on the
 DJ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0645.degrees latitude (g = 980.6199 gals.).
 DJ0645
 DJ0645.The modeled gravity was interpolated from observed gravity values.
 DJ0645
 DJ0645;                    North         East    Units  Estimated Accuracy
 DJ0645;SPC MS E     -   442,120.      351,010.      MT  (+/- 180 meters Scaled)
 DJ0645
 DJ0645                          SUPERSEDED SURVEY CONTROL
 DJ0645
 DJ0645.No superseded survey control is available for this station.
 DJ0645
 DJ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC806059(NAD 83)
 DJ0645_MARKER: DD = SURVEY DISK
 DJ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0645_STAMPING: BM 82V-17 1964 RESET 1965
 DJ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0645+STABILITY: SURFACE MOTION
 DJ0645
 DJ0645  HISTORY     - Date     Condition        Report By
 DJ0645  HISTORY     - 1965     MONUMENTED       MSHD
 DJ0645
 DJ0645                          STATION DESCRIPTION
 DJ0645
 DJ0645'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0645'5.9 MI SE FROM COLUMBUS.
 DJ0645'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 69 AND U. S.
 DJ0645'HIGHWAY 82 IN COLUMBUS, GO EAST ON U. S. HIGHWAY 82 FOR 6.00 MILES TO
 DJ0645'A CROSSROAD, TURN RIGHT, SOUTH AND GO 0.4 MILE TO THE MARK ON THE
 DJ0645'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ0645'POST.  IT IS 29.3 FEET EAST OF A COUNTY ROAD, 24.5 FEET SOUTH OF A
 DJ0645'PRIVATE DRIVEWAY, 2 INCHES BELOW THE LEVEL OF THE COUNTY ROAD. A METAL
 DJ0645'WITNESS POST WAS SET 1.9 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1291 ***********************************************************************
 DK1291  DESIGNATION -  82 V 17 W
 DK1291  PID         -  DK1291
 DK1291  STATE/COUNTY-  MS/WASHINGTON
 DK1291  USGS QUAD   -  GREENVILLE (1970)
 DK1291
 DK1291                         *CURRENT SURVEY CONTROL
 DK1291  ___________________________________________________________________
 DK1291* NAD 83(1986)-  33 23 58.     (N)    091 03 05.     (W)     SCALED    
 DK1291* NAVD 88     -        38.170  (meters)     125.23   (feet)  ADJUSTED  
 DK1291  ___________________________________________________________________
 DK1291  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1291  DYNAMIC HT  -          38.129 (meters)     125.09  (feet)  COMP
 DK1291  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DK1291
 DK1291  VERT ORDER  -  FIRST     CLASS II
 DK1291
 DK1291.The horizontal coordinates were scaled from a topographic map and have
 DK1291.an estimated accuracy of +/- 6 seconds.
 DK1291
 DK1291.The orthometric height was determined by differential leveling
 DK1291.and adjusted in July 1994.
 DK1291
 DK1291.The geoid height was determined by GEOID03.
 DK1291
 DK1291.The dynamic height is computed by dividing the NAVD 88
 DK1291.geopotential number by the normal gravity value computed on the
 DK1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1291.degrees latitude (g = 980.6199 gals.).
 DK1291
 DK1291.The modeled gravity was interpolated from observed gravity values.
 DK1291
 DK1291;                    North         East    Units  Estimated Accuracy
 DK1291;SPC MS W     -   432,570.      633,200.      MT  (+/- 180 meters Scaled)
 DK1291
 DK1291                          SUPERSEDED SURVEY CONTROL
 DK1291
 DK1291  NAVD 88 (06/15/91)   38.164  (m)          125.21   (f) UNKNOWN     1 2
 DK1291  NGVD 29 (??/??/??)   38.212  (m)          125.37   (f) ADJUSTED    1 2
 DK1291
 DK1291.Superseded values are not recommended for survey control.
 DK1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1291.See file dsdata.txt to determine how the superseded data were derived.
 DK1291
 DK1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS812972(NAD 83)
 DK1291_MARKER: DD = SURVEY DISK
 DK1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1291_SP_SET: CONCRETE POST
 DK1291_STAMPING: 82 V 17 W 1966 BM
 DK1291_MARK LOGO: MSHD  
 DK1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1291+STABILITY: SURFACE MOTION
 DK1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1291+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1291
 DK1291  HISTORY     - Date     Condition        Report By
 DK1291  HISTORY     - 1966     MONUMENTED       MSHD
 DK1291  HISTORY     - 1973     GOOD             NGS
 DK1291  HISTORY     - 19920123 GOOD             NGS
 DK1291
 DK1291                          STATION DESCRIPTION
 DK1291
 DK1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1291'IN GREENVILLE.
 DK1291'AT THE INTERSECTION OF WASHINGTON AVENUE AND U.S. HIGHWAY 82, 27.6
 DK1291'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF THE
 DK1291'CENTER LINE OF THE AVENUE, 2.9 FEET NORTHWEST OF A POWER POLE
 DK1291'SUPPORTING A STREET SIGNAL CONTROL BOX, 1.7 FOOT EAST OF A METAL
 DK1291'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DK1291'CONCRETE POST PROJECTING 0.2 FOOT.  1/4, SEC. 19, T 18N, R 8W.
 DK1291
 DK1291                          STATION RECOVERY (1992)
 DK1291
 DK1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1291'IN GREENVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 82 AND WASHINGTON
 DK1291'AVENUE, 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DK1291'LANES OF THE AVENUE, 8.5 M (27.9 FT) NORTH OF AND LEVEL WITH THE
 DK1291'HIGHWAY CENTERLINE, 1.1 M (3.6 FT) SOUTHEAST OF A STREET SIGN, 0.7 M
 DK1291'(2.3 FT) NORTHWEST OF A UTILITY POLE WITH A TRAFFIC SIGNAL CONTROL
 DK1291'BOX ATTACHED, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 DK1291'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1167 ***********************************************************************
 DJ1167  DESIGNATION -  82 V 170
 DJ1167  PID         -  DJ1167
 DJ1167  STATE/COUNTY-  MS/WEBSTER
 DJ1167  USGS QUAD   -  MABEN (1972)
 DJ1167
 DJ1167                         *CURRENT SURVEY CONTROL
 DJ1167  ___________________________________________________________________
 DJ1167* NAD 83(1986)-  33 32 09.     (N)    089 07 23.     (W)     SCALED    
 DJ1167* NAVD 88     -       126.809  (meters)     416.04   (feet)  ADJUSTED  
 DJ1167  ___________________________________________________________________
 DJ1167  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1167  DYNAMIC HT  -         126.672 (meters)     415.59  (feet)  COMP
 DJ1167  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DJ1167
 DJ1167  VERT ORDER  -  SECOND    CLASS 0
 DJ1167
 DJ1167.The horizontal coordinates were scaled from a topographic map and have
 DJ1167.an estimated accuracy of +/- 6 seconds.
 DJ1167
 DJ1167.The orthometric height was determined by differential leveling
 DJ1167.and adjusted in June 1991.
 DJ1167
 DJ1167.The geoid height was determined by GEOID03.
 DJ1167
 DJ1167.The dynamic height is computed by dividing the NAVD 88
 DJ1167.geopotential number by the normal gravity value computed on the
 DJ1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1167.degrees latitude (g = 980.6199 gals.).
 DJ1167
 DJ1167.The modeled gravity was interpolated from observed gravity values.
 DJ1167
 DJ1167;                    North         East    Units  Estimated Accuracy
 DJ1167;SPC MS E     -   447,500.      273,090.      MT  (+/- 180 meters Scaled)
 DJ1167
 DJ1167                          SUPERSEDED SURVEY CONTROL
 DJ1167
 DJ1167  NGVD 29 (??/??/92)  126.738  (m)          415.81   (f) ADJ UNCH    2 0
 DJ1167
 DJ1167.Superseded values are not recommended for survey control.
 DJ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1167.See file dsdata.txt to determine how the superseded data were derived.
 DJ1167
 DJ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC028127(NAD 83)
 DJ1167_MARKER: DD = SURVEY DISK
 DJ1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1167_STAMPING: BM 82V-170 1965
 DJ1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1167+STABILITY: SURFACE MOTION
 DJ1167
 DJ1167  HISTORY     - Date     Condition        Report By
 DJ1167  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1167
 DJ1167                          STATION DESCRIPTION
 DJ1167
 DJ1167'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1167'IN MATHISTON.
 DJ1167'TO REACH THE MARK, GO TO THE MATHISTON RAILROAD DEPOT AND THE MARK IS
 DJ1167'ON THE SOUTH SIDE OF THE BUILDING IN A CONCRETE POST.  THE MARK IS A
 DJ1167'DISK SET IN THE TOP OF A SQUARE CONCRETE POST.  IT IS 29.3 FEET
 DJ1167'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 42.3 FEET
 DJ1167'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 9.5 FEET EAST
 DJ1167'OF THE EAST TRACK OF THE GM AND O RAILROAD AND 7 FEET SOUTH OF THE
 DJ1167'SOUTH TRACK OF THE G AND C RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1166 ***********************************************************************
 DJ1166  DESIGNATION -  82 V 171
 DJ1166  PID         -  DJ1166
 DJ1166  STATE/COUNTY-  MS/WEBSTER
 DJ1166  USGS QUAD   -  MABEN (1972)
 DJ1166
 DJ1166                         *CURRENT SURVEY CONTROL
 DJ1166  ___________________________________________________________________
 DJ1166* NAD 83(1986)-  33 32 17.     (N)    089 06 37.     (W)     SCALED    
 DJ1166* NAVD 88     -       124.235  (meters)     407.59   (feet)  ADJUSTED  
 DJ1166  ___________________________________________________________________
 DJ1166  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1166  DYNAMIC HT  -         124.101 (meters)     407.15  (feet)  COMP
 DJ1166  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DJ1166
 DJ1166  VERT ORDER  -  SECOND    CLASS 0
 DJ1166
 DJ1166.The horizontal coordinates were scaled from a topographic map and have
 DJ1166.an estimated accuracy of +/- 6 seconds.
 DJ1166
 DJ1166.The orthometric height was determined by differential leveling
 DJ1166.and adjusted in June 1991.
 DJ1166
 DJ1166.The geoid height was determined by GEOID03.
 DJ1166
 DJ1166.The dynamic height is computed by dividing the NAVD 88
 DJ1166.geopotential number by the normal gravity value computed on the
 DJ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1166.degrees latitude (g = 980.6199 gals.).
 DJ1166
 DJ1166.The modeled gravity was interpolated from observed gravity values.
 DJ1166
 DJ1166;                    North         East    Units  Estimated Accuracy
 DJ1166;SPC MS E     -   447,750.      274,280.      MT  (+/- 180 meters Scaled)
 DJ1166
 DJ1166                          SUPERSEDED SURVEY CONTROL
 DJ1166
 DJ1166  NGVD 29 (??/??/92)  124.165  (m)          407.36   (f) ADJ UNCH    2 0
 DJ1166
 DJ1166.Superseded values are not recommended for survey control.
 DJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1166.See file dsdata.txt to determine how the superseded data were derived.
 DJ1166
 DJ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC040129(NAD 83)
 DJ1166_MARKER: DD = SURVEY DISK
 DJ1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1166_SP_SET: BRIDGE
 DJ1166_STAMPING: BM 82V-171 1965
 DJ1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1166
 DJ1166  HISTORY     - Date     Condition        Report By
 DJ1166  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1166  HISTORY     - 20000225 GOOD             MSHD
 DJ1166  HISTORY     - 20070819 MARK NOT FOUND   GEOCAC
 DJ1166
 DJ1166                          STATION DESCRIPTION
 DJ1166
 DJ1166'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1166'0.7 MI E FROM MATHISTON.
 DJ1166'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON
 DJ1166'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF U. S. HIGHWAY 82, TURN
 DJ1166'RIGHT, EAST AND GO 0.6 MILE TO A RAILROAD CROSSING, GO EAST FOR 0.1
 DJ1166'MILE TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT.  THE MARK IS A
 DJ1166'DISK SET IN THE SOUTH SIDE OF THE EAST ABUTMENT OF A CONCRETE BRIDGE,
 DJ1166'14.7 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 82, ABOUT LEVEL WITH THE
 DJ1166'CENTERLINE OF HIGHWAY 82.  A METAL WITNESS POST WAS SET 1.9 FEET EAST
 DJ1166'OF THE MARK.
 DJ1166
 DJ1166                          STATION RECOVERY (2000)
 DJ1166
 DJ1166'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1166'BRIDGE IS IN CONSTRUCTION ZONE FOR NEW PROJECT AND WILL BE DESTROYED
 DJ1166'EVENTUALLY.
 DJ1166
 DJ1166                          STATION RECOVERY (2007)
 DJ1166
 DJ1166'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1166'HIGHWAY 82 CHANGED FROM TWO LANE TO FOUR LANE CIRCA 2000-2002. ALL
 DJ1166'BRIDGES WERE REPLACED, ALL OF THE NORTH SIDE WAS GRADED FOR DRAINAGE.
 DJ1166'THE BRIDGE REFERENCED IN THE DATASHEET HAS BEEN REPLACED, NO MARKER
 DJ1166'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1165 ***********************************************************************
 DJ1165  DESIGNATION -  82 V 172
 DJ1165  PID         -  DJ1165
 DJ1165  STATE/COUNTY-  MS/WEBSTER
 DJ1165  USGS QUAD   -  MABEN (1972)
 DJ1165
 DJ1165                         *CURRENT SURVEY CONTROL
 DJ1165  ___________________________________________________________________
 DJ1165* NAD 83(1986)-  33 32 08.     (N)    089 06 02.     (W)     SCALED    
 DJ1165* NAVD 88     -       125.547  (meters)     411.90   (feet)  ADJUSTED  
 DJ1165  ___________________________________________________________________
 DJ1165  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DJ1165  DYNAMIC HT  -         125.411 (meters)     411.45  (feet)  COMP
 DJ1165  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DJ1165
 DJ1165  VERT ORDER  -  SECOND    CLASS 0
 DJ1165
 DJ1165.The horizontal coordinates were scaled from a topographic map and have
 DJ1165.an estimated accuracy of +/- 6 seconds.
 DJ1165
 DJ1165.The orthometric height was determined by differential leveling
 DJ1165.and adjusted in June 1991.
 DJ1165
 DJ1165.The geoid height was determined by GEOID03.
 DJ1165
 DJ1165.The dynamic height is computed by dividing the NAVD 88
 DJ1165.geopotential number by the normal gravity value computed on the
 DJ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1165.degrees latitude (g = 980.6199 gals.).
 DJ1165
 DJ1165.The modeled gravity was interpolated from observed gravity values.
 DJ1165
 DJ1165;                    North         East    Units  Estimated Accuracy
 DJ1165;SPC MS E     -   447,470.      275,180.      MT  (+/- 180 meters Scaled)
 DJ1165
 DJ1165                          SUPERSEDED SURVEY CONTROL
 DJ1165
 DJ1165  NGVD 29 (??/??/92)  125.477  (m)          411.67   (f) ADJ UNCH    2 0
 DJ1165
 DJ1165.Superseded values are not recommended for survey control.
 DJ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1165.See file dsdata.txt to determine how the superseded data were derived.
 DJ1165
 DJ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC049126(NAD 83)
 DJ1165_MARKER: DD = SURVEY DISK
 DJ1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1165_SP_SET: ABUTMENT
 DJ1165_STAMPING: BM 82V-172
 DJ1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1165
 DJ1165  HISTORY     - Date     Condition        Report By
 DJ1165  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1165  HISTORY     - 1965     GOOD             MSHD
 DJ1165  HISTORY     - 20070819 MARK NOT FOUND   GEOCAC
 DJ1165
 DJ1165                          STATION DESCRIPTION
 DJ1165
 DJ1165'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1165'1.3 MI E FROM MATHISTON.
 DJ1165'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON
 DJ1165'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1165'S. HIGHWAY 82, TURN RIGHT, EAST AND GO 0.6 MILE TO A RAILROAD
 DJ1165'CROSSING, CONTINUE EAST FOR 0.6 MILE TO A CONCRETE BRIDGE, AND THE
 DJ1165'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE NORTH SIDE OF THE
 DJ1165'WEST ABUTMENT OF A CONCRETE BRIDGE, 14.7 FEET NORTH OF THE CENTERLINE
 DJ1165'OF THE HIGHWAY, ABOUT LEVEL WITH THE CENTERLINE OF U. S. HIGHWAY 82. A
 DJ1165'METAL WITNESS POST WAS SET 1.4 FEET WEST OF THE MARK.
 DJ1165
 DJ1165                          STATION RECOVERY (2007)
 DJ1165
 DJ1165'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1165'HIGHWAY 82 CHANGED FROM TWO LANE TO FOUR LANE CIRCA 2000-2002. ALL
 DJ1165'BRIDGES WERE REPLACED, ALL OF THE NORTH SIDE WAS GRADED FOR DRAINAGE.
 DJ1165'THE BRIDGE REFERENCED IN THE DATASHEET HAS BEEN REPLACED, NO MARKER
 DJ1165'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1164 ***********************************************************************
 DJ1164  DESIGNATION -  82 V 173
 DJ1164  PID         -  DJ1164
 DJ1164  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1164  USGS QUAD   -  MABEN (1972)
 DJ1164
 DJ1164                         *CURRENT SURVEY CONTROL
 DJ1164  ___________________________________________________________________
 DJ1164* NAD 83(1986)-  33 31 56.     (N)    089 05 18.     (W)     SCALED    
 DJ1164* NAVD 88     -       137.748  (meters)     451.93   (feet)  ADJUSTED  
 DJ1164  ___________________________________________________________________
 DJ1164  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ1164  DYNAMIC HT  -         137.599 (meters)     451.44  (feet)  COMP
 DJ1164  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DJ1164
 DJ1164  VERT ORDER  -  SECOND    CLASS 0
 DJ1164
 DJ1164.The horizontal coordinates were scaled from a topographic map and have
 DJ1164.an estimated accuracy of +/- 6 seconds.
 DJ1164
 DJ1164.The orthometric height was determined by differential leveling
 DJ1164.and adjusted in June 1991.
 DJ1164
 DJ1164.The geoid height was determined by GEOID03.
 DJ1164
 DJ1164.The dynamic height is computed by dividing the NAVD 88
 DJ1164.geopotential number by the normal gravity value computed on the
 DJ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1164.degrees latitude (g = 980.6199 gals.).
 DJ1164
 DJ1164.The modeled gravity was interpolated from observed gravity values.
 DJ1164
 DJ1164;                    North         East    Units  Estimated Accuracy
 DJ1164;SPC MS E     -   447,090.      276,320.      MT  (+/- 180 meters Scaled)
 DJ1164
 DJ1164                          SUPERSEDED SURVEY CONTROL
 DJ1164
 DJ1164  NGVD 29 (??/??/92)  137.677  (m)          451.70   (f) ADJ UNCH    2 0
 DJ1164
 DJ1164.Superseded values are not recommended for survey control.
 DJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1164.See file dsdata.txt to determine how the superseded data were derived.
 DJ1164
 DJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC060122(NAD 83)
 DJ1164_MARKER: DD = SURVEY DISK
 DJ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1164_STAMPING: BM 82V-173 1965
 DJ1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1164+STABILITY: SURFACE MOTION
 DJ1164
 DJ1164  HISTORY     - Date     Condition        Report By
 DJ1164  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1164
 DJ1164                          STATION DESCRIPTION
 DJ1164
 DJ1164'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1164'2.0 MI E FROM MATHISTON.
 DJ1164'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON, GO NORTH ON
 DJ1164'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1164'S. HIGHWAY 82, TURN RIGHT, EAST AND GO 0.6 MILE TO A RAILROAD
 DJ1164'CROSSING, CONTINUE EAST FOR 1.4 MILE TO THE CHOCTAW-OKTIBBEHA
 DJ1164'COUNTYLINE AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ1164'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 1.4 FEET EAST OF A
 DJ1164'FENCE, 35.0 FEET WEST OF A COUNTY ROAD, 46 FEET SOUTH OF A FENCE
 DJ1164'CORNER POST AND ABOUT 4 FEET ABOVE THE CENTERLINE OF U. S. HIGHWAY 82
 DJ1164'AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.9 FEET SOUTH OF
 DJ1164'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1163 ***********************************************************************
 DJ1163  DESIGNATION -  82 V 174
 DJ1163  PID         -  DJ1163
 DJ1163  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1163  USGS QUAD   -  MABEN (1972)
 DJ1163
 DJ1163                         *CURRENT SURVEY CONTROL
 DJ1163  ___________________________________________________________________
 DJ1163* NAD 83(1986)-  33 31 48.     (N)    089 04 47.     (W)     SCALED    
 DJ1163* NAVD 88     -       137.614  (meters)     451.49   (feet)  ADJUSTED  
 DJ1163  ___________________________________________________________________
 DJ1163  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DJ1163  DYNAMIC HT  -         137.466 (meters)     451.00  (feet)  COMP
 DJ1163  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DJ1163
 DJ1163  VERT ORDER  -  SECOND    CLASS 0
 DJ1163
 DJ1163.The horizontal coordinates were scaled from a topographic map and have
 DJ1163.an estimated accuracy of +/- 6 seconds.
 DJ1163
 DJ1163.The orthometric height was determined by differential leveling
 DJ1163.and adjusted in June 1991.
 DJ1163
 DJ1163.The geoid height was determined by GEOID03.
 DJ1163
 DJ1163.The dynamic height is computed by dividing the NAVD 88
 DJ1163.geopotential number by the normal gravity value computed on the
 DJ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1163.degrees latitude (g = 980.6199 gals.).
 DJ1163
 DJ1163.The modeled gravity was interpolated from observed gravity values.
 DJ1163
 DJ1163;                    North         East    Units  Estimated Accuracy
 DJ1163;SPC MS E     -   446,850.      277,110.      MT  (+/- 180 meters Scaled)
 DJ1163
 DJ1163                          SUPERSEDED SURVEY CONTROL
 DJ1163
 DJ1163  NGVD 29 (??/??/92)  137.544  (m)          451.26   (f) ADJ UNCH    2 0
 DJ1163
 DJ1163.Superseded values are not recommended for survey control.
 DJ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1163.See file dsdata.txt to determine how the superseded data were derived.
 DJ1163
 DJ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC068119(NAD 83)
 DJ1163_MARKER: DD = SURVEY DISK
 DJ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1163_STAMPING: BM 82V-174 1965
 DJ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1163+STABILITY: SURFACE MOTION
 DJ1163
 DJ1163  HISTORY     - Date     Condition        Report By
 DJ1163  HISTORY     - 1965     MONUMENTED       CGS
 DJ1163
 DJ1163                          STATION DESCRIPTION
 DJ1163
 DJ1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DJ1163'2.6 MI E FROM MATHISTON.
 DJ1163'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON GO NORTH ON
 DJ1163'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1163'S. HIGHWAY 82, TURN RIGHT EAST AND GO 0.6 MILE TO A RAILROAD CROSSING,
 DJ1163'CONTINUE EAST FOR 1.4 MILES TO THE CHOCTAW-OKTIBBEHA COUNTYLINE,
 DJ1163'CONTINUE EAST FOR 0.5 MILE TO THE MARK ON THE RIGHT AT A T ROAD. THE
 DJ1163'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 DJ1163'1.3 FEET NORTH OF A FENCE, 21.3 FEET WEST OF A 3-INCH GUM TREE, 48.5
 DJ1163'FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 82, 50.6 FEET
 DJ1163'EAST-SOUTHEAST OF A 3 FOOT CONCRETE BOX CULVERT, BELOW THE LEVEL OF
 DJ1163'THE CENTERLINE OF U. S. HIGHWAY 82 AND PROJECTS 2 INCHES. A METAL
 DJ1163'WITNESS POST WAS SET 1.7 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1162 ***********************************************************************
 DJ1162  DESIGNATION -  82 V 175
 DJ1162  PID         -  DJ1162
 DJ1162  STATE/COUNTY-  MS/WEBSTER
 DJ1162  USGS QUAD   -  MABEN (1972)
 DJ1162
 DJ1162                         *CURRENT SURVEY CONTROL
 DJ1162  ___________________________________________________________________
 DJ1162* NAD 83(1986)-  33 31 36.     (N)    089 03 59.     (W)     SCALED    
 DJ1162* NAVD 88     -       151.891  (meters)     498.33   (feet)  ADJUSTED  
 DJ1162  ___________________________________________________________________
 DJ1162  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DJ1162  DYNAMIC HT  -         151.727 (meters)     497.79  (feet)  COMP
 DJ1162  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DJ1162
 DJ1162  VERT ORDER  -  SECOND    CLASS 0
 DJ1162
 DJ1162.The horizontal coordinates were scaled from a topographic map and have
 DJ1162.an estimated accuracy of +/- 6 seconds.
 DJ1162
 DJ1162.The orthometric height was determined by differential leveling
 DJ1162.and adjusted in June 1991.
 DJ1162
 DJ1162.The geoid height was determined by GEOID03.
 DJ1162
 DJ1162.The dynamic height is computed by dividing the NAVD 88
 DJ1162.geopotential number by the normal gravity value computed on the
 DJ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1162.degrees latitude (g = 980.6199 gals.).
 DJ1162
 DJ1162.The modeled gravity was interpolated from observed gravity values.
 DJ1162
 DJ1162;                    North         East    Units  Estimated Accuracy
 DJ1162;SPC MS E     -   446,470.      278,350.      MT  (+/- 180 meters Scaled)
 DJ1162
 DJ1162                          SUPERSEDED SURVEY CONTROL
 DJ1162
 DJ1162  NGVD 29 (??/??/92)  151.821  (m)          498.10   (f) ADJ UNCH    2 0
 DJ1162
 DJ1162.Superseded values are not recommended for survey control.
 DJ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1162.See file dsdata.txt to determine how the superseded data were derived.
 DJ1162
 DJ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC081115(NAD 83)
 DJ1162_MARKER: DD = SURVEY DISK
 DJ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1162_STAMPING: 82V-175 1965
 DJ1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1162+STABILITY: SURFACE MOTION
 DJ1162
 DJ1162  HISTORY     - Date     Condition        Report By
 DJ1162  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1162
 DJ1162                          STATION DESCRIPTION
 DJ1162
 DJ1162'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1162'3.6 MI E FROM MATHISTON.
 DJ1162'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON GO NORTH ON STATE
 DJ1162'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1162'S. HIGHWAY 82.  TURN RIGHT, EAST AND GO 3.5 MILES TO A CROSSROADS AND
 DJ1162'BISHOPS GROCERY AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 DJ1162'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS APPROXIMATELY 200
 DJ1162'FEET NORTH OF THE CENTERLINE OF HIGHWAY 82, 100 FEET EAST OF THE
 DJ1162'SOUTHEAST CORNER OF A CONCRETE BUILDING, 18 FEET SOUTHEAST OF
 DJ1162'POWERLINE POLE, 9.6 FEET SOUTH OF AN 18-INCH PINE TREE, 1.0 FOOT WEST
 DJ1162'OF A FENCE AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1161 ***********************************************************************
 DJ1161  DESIGNATION -  82 V 176
 DJ1161  PID         -  DJ1161
 DJ1161  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1161  USGS QUAD   -  MABEN (1972)
 DJ1161
 DJ1161                         *CURRENT SURVEY CONTROL
 DJ1161  ___________________________________________________________________
 DJ1161* NAD 83(1986)-  33 31 19.     (N)    089 03 09.     (W)     SCALED    
 DJ1161* NAVD 88     -       123.457  (meters)     405.04   (feet)  ADJUSTED  
 DJ1161  ___________________________________________________________________
 DJ1161  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DJ1161  DYNAMIC HT  -         123.324 (meters)     404.61  (feet)  COMP
 DJ1161  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DJ1161
 DJ1161  VERT ORDER  -  SECOND    CLASS 0
 DJ1161
 DJ1161.The horizontal coordinates were scaled from a topographic map and have
 DJ1161.an estimated accuracy of +/- 6 seconds.
 DJ1161
 DJ1161.The orthometric height was determined by differential leveling
 DJ1161.and adjusted in June 1991.
 DJ1161
 DJ1161.The geoid height was determined by GEOID03.
 DJ1161
 DJ1161.The dynamic height is computed by dividing the NAVD 88
 DJ1161.geopotential number by the normal gravity value computed on the
 DJ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1161.degrees latitude (g = 980.6199 gals.).
 DJ1161
 DJ1161.The modeled gravity was interpolated from observed gravity values.
 DJ1161
 DJ1161;                    North         East    Units  Estimated Accuracy
 DJ1161;SPC MS E     -   445,950.      279,640.      MT  (+/- 180 meters Scaled)
 DJ1161
 DJ1161                          SUPERSEDED SURVEY CONTROL
 DJ1161
 DJ1161  NGVD 29 (??/??/92)  123.39   (m)          404.8    (f) COMPUTED    2 0
 DJ1161
 DJ1161.Superseded values are not recommended for survey control.
 DJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1161.See file dsdata.txt to determine how the superseded data were derived.
 DJ1161
 DJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC093110(NAD 83)
 DJ1161_MARKER: DD = SURVEY DISK
 DJ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1161_STAMPING: 82V-176 1965
 DJ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1161+STABILITY: SURFACE MOTION
 DJ1161
 DJ1161  HISTORY     - Date     Condition        Report By
 DJ1161  HISTORY     - 1965     MONUMENTED       MSHD
 DJ1161
 DJ1161                          STATION DESCRIPTION
 DJ1161
 DJ1161'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1161'4.4 MI E FROM MATHISTON.
 DJ1161'TO REACH THE MARK FROM THE POST OFFICE IN MATHISTON GO NORTH ON STATE
 DJ1161'HIGHWAY 15 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 15 AND U.
 DJ1161'S. HIGHWAY 82, TURN RIGHT, EAST, AND GO 0.6 MILE TO A RAILROAD
 DJ1161'CROSSING, CONTINUE EAST FOR 2.9 MILES TO BISHOPS GROCERY, CONTINUE
 DJ1161'EAST OF 0.8 MILE TO A T ROAD T THE LEFT, (NORTH TO TUCK-A-WAY LAKE,
 DJ1161'CONTINUE EAST FOR 0.1 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 DJ1161'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 86 FEET
 DJ1161'SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 82, 9.6 FEET NORTHEAST OF A
 DJ1161'6-INCH PINE TREE, 45.6 FEET NORTHWEST OF A 12-INCH GUM TREE, ABOUT
 DJ1161'LEVEL WITH THE CENTERLINE OF U. S. HIGHWAY 82 AND PROJECTS 2 INCHES. A
 DJ1161'METAL WITNESS POST WAS SET 1.8 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1160 ***********************************************************************
 DJ1160  DESIGNATION -  82 V 177
 DJ1160  PID         -  DJ1160
 DJ1160  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1160  USGS QUAD   -  MABEN (1972)
 DJ1160
 DJ1160                         *CURRENT SURVEY CONTROL
 DJ1160  ___________________________________________________________________
 DJ1160* NAD 83(1986)-  33 30 54.     (N)    089 02 24.     (W)     SCALED    
 DJ1160* NAVD 88     -       117.852  (meters)     386.65   (feet)  ADJUSTED  
 DJ1160  ___________________________________________________________________
 DJ1160  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ1160  DYNAMIC HT  -         117.725 (meters)     386.24  (feet)  COMP
 DJ1160  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DJ1160
 DJ1160  VERT ORDER  -  SECOND    CLASS 0
 DJ1160
 DJ1160.The horizontal coordinates were scaled from a topographic map and have
 DJ1160.an estimated accuracy of +/- 6 seconds.
 DJ1160
 DJ1160.The orthometric height was determined by differential leveling
 DJ1160.and adjusted in June 1991.
 DJ1160
 DJ1160.The geoid height was determined by GEOID03.
 DJ1160
 DJ1160.The dynamic height is computed by dividing the NAVD 88
 DJ1160.geopotential number by the normal gravity value computed on the
 DJ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1160.degrees latitude (g = 980.6199 gals.).
 DJ1160
 DJ1160.The modeled gravity was interpolated from observed gravity values.
 DJ1160
 DJ1160;                    North         East    Units  Estimated Accuracy
 DJ1160;SPC MS E     -   445,170.      280,800.      MT  (+/- 180 meters Scaled)
 DJ1160
 DJ1160                          SUPERSEDED SURVEY CONTROL
 DJ1160
 DJ1160  NGVD 29 (??/??/92)  117.787  (m)          386.44   (f) ADJ UNCH    2 0
 DJ1160
 DJ1160.Superseded values are not recommended for survey control.
 DJ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1160.See file dsdata.txt to determine how the superseded data were derived.
 DJ1160
 DJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC105102(NAD 83)
 DJ1160_MARKER: DD = SURVEY DISK
 DJ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1160_STAMPING: 82V-177 1964
 DJ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1160+STABILITY: SURFACE MOTION
 DJ1160
 DJ1160  HISTORY     - Date     Condition        Report By
 DJ1160  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1160  HISTORY     - 1965     GOOD             MSHD
 DJ1160
 DJ1160                          STATION DESCRIPTION
 DJ1160
 DJ1160'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1160'13.85 MI W FROM STARKVILLE.
 DJ1160'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ1160'ON WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ1160'TURN LEFT, WEST AND GO 4.10 MILES TO A WHITE FRAME CHURCH ON THE
 DJ1160'RIGHT, CONTINUE WEST FOR 8.8 MILES TO A BLACKTOP ROAD ON THE LEFT,
 DJ1160'CONTINUE WEST FOR 0.8 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 DJ1160'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 46.5
 DJ1160'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 115 FEET EAST OF A
 DJ1160'RIGHT-OF-WAY MARKER, 12 FEET EAST OF AN 18-INCH OAK TREE, 16 FEET
 DJ1160'SOUTHWEST OF A 12-INCH OAK TREE, 57 FEET WEST OF A FENCE CORNER POST
 DJ1160'AND 4 FEET SOUTH OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 DJ1160'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1159 ***********************************************************************
 DJ1159  DESIGNATION -  82 V 178
 DJ1159  PID         -  DJ1159
 DJ1159  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1159  USGS QUAD   -  MABEN (1972)
 DJ1159
 DJ1159                         *CURRENT SURVEY CONTROL
 DJ1159  ___________________________________________________________________
 DJ1159* NAD 83(1986)-  33 30 34.     (N)    089 01 38.     (W)     SCALED    
 DJ1159* NAVD 88     -       114.035  (meters)     374.13   (feet)  ADJUSTED  
 DJ1159  ___________________________________________________________________
 DJ1159  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DJ1159  DYNAMIC HT  -         113.913 (meters)     373.73  (feet)  COMP
 DJ1159  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 DJ1159
 DJ1159  VERT ORDER  -  SECOND    CLASS 0
 DJ1159
 DJ1159.The horizontal coordinates were scaled from a topographic map and have
 DJ1159.an estimated accuracy of +/- 6 seconds.
 DJ1159
 DJ1159.The orthometric height was determined by differential leveling
 DJ1159.and adjusted in June 1991.
 DJ1159
 DJ1159.The geoid height was determined by GEOID03.
 DJ1159
 DJ1159.The dynamic height is computed by dividing the NAVD 88
 DJ1159.geopotential number by the normal gravity value computed on the
 DJ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1159.degrees latitude (g = 980.6199 gals.).
 DJ1159
 DJ1159.The modeled gravity was interpolated from observed gravity values.
 DJ1159
 DJ1159;                    North         East    Units  Estimated Accuracy
 DJ1159;SPC MS E     -   444,560.      281,990.      MT  (+/- 180 meters Scaled)
 DJ1159
 DJ1159                          SUPERSEDED SURVEY CONTROL
 DJ1159
 DJ1159  NGVD 29 (??/??/92)  113.972  (m)          373.92   (f) ADJ UNCH    2 0
 DJ1159
 DJ1159.Superseded values are not recommended for survey control.
 DJ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1159.See file dsdata.txt to determine how the superseded data were derived.
 DJ1159
 DJ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC117096(NAD 83)
 DJ1159_MARKER: DD = SURVEY DISK
 DJ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1159_STAMPING: 82V-178 1964
 DJ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1159+STABILITY: SURFACE MOTION
 DJ1159
 DJ1159  HISTORY     - Date     Condition        Report By
 DJ1159  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1159  HISTORY     - 1965     GOOD             MSHD
 DJ1159
 DJ1159                          STATION DESCRIPTION
 DJ1159
 DJ1159'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1159'13.05 MI W FROM STARKVILLE.
 DJ1159'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ1159'ON WASHINGTON STREET FOR 0.15 MILE TO U.S. HIGHWAY 82, TURN LEFT, WEST
 DJ1159'AND GO 12.90 MILES TO A BLACKTOP ROAD ON THE LEFT AND THE MARK ON THE
 DJ1159'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ1159'POST.  IT IS 44.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 84 FEET
 DJ1159'NORTHEAST OF THE CENTER OF THE HIGHWAY AND A BLACKTOP ROAD LEADING
 DJ1159'SOUTH, 88 FEET EAST OF A CORNER FENCE POST, 3 FEET EAST OF A TELEPHONE
 DJ1159'LINE POLE (NO. 219) AND APPROXIMATELY 200 FEET EAST OF A BRICK STORE,
 DJ1159'7 FEET SOUTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST, AND
 DJ1159'ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1158 ***********************************************************************
 DJ1158  DESIGNATION -  82 V 179
 DJ1158  PID         -  DJ1158
 DJ1158  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1158  USGS QUAD   -  MABEN (1972)
 DJ1158
 DJ1158                         *CURRENT SURVEY CONTROL
 DJ1158  ___________________________________________________________________
 DJ1158* NAD 83(1986)-  33 30 24.     (N)    089 00 52.     (W)     SCALED    
 DJ1158* NAVD 88     -       111.861  (meters)     367.00   (feet)  ADJUSTED  
 DJ1158  ___________________________________________________________________
 DJ1158  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DJ1158  DYNAMIC HT  -         111.740 (meters)     366.60  (feet)  COMP
 DJ1158  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DJ1158
 DJ1158  VERT ORDER  -  SECOND    CLASS 0
 DJ1158
 DJ1158.The horizontal coordinates were scaled from a topographic map and have
 DJ1158.an estimated accuracy of +/- 6 seconds.
 DJ1158
 DJ1158.The orthometric height was determined by differential leveling
 DJ1158.and adjusted in June 1991.
 DJ1158
 DJ1158.The geoid height was determined by GEOID03.
 DJ1158
 DJ1158.The dynamic height is computed by dividing the NAVD 88
 DJ1158.geopotential number by the normal gravity value computed on the
 DJ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1158.degrees latitude (g = 980.6199 gals.).
 DJ1158
 DJ1158.The modeled gravity was interpolated from observed gravity values.
 DJ1158
 DJ1158;                    North         East    Units  Estimated Accuracy
 DJ1158;SPC MS E     -   444,250.      283,170.      MT  (+/- 180 meters Scaled)
 DJ1158
 DJ1158                          SUPERSEDED SURVEY CONTROL
 DJ1158
 DJ1158  NGVD 29 (??/??/92)  111.799  (m)          366.79   (f) ADJ UNCH    2 0
 DJ1158
 DJ1158.Superseded values are not recommended for survey control.
 DJ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1158.See file dsdata.txt to determine how the superseded data were derived.
 DJ1158
 DJ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC128092(NAD 83)
 DJ1158_MARKER: DD = SURVEY DISK
 DJ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1158_STAMPING: 82V-179 1964
 DJ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1158+STABILITY: SURFACE MOTION
 DJ1158
 DJ1158  HISTORY     - Date     Condition        Report By
 DJ1158  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1158  HISTORY     - 1965     GOOD             MSHD
 DJ1158
 DJ1158                          STATION DESCRIPTION
 DJ1158
 DJ1158'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1158'12.25 MI W FROM STARKVILLE.
 DJ1158'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ1158'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ1158'WEST AND GO 4.1 MILES TO A WHITE FRAME CHURCH ON THE RIGHT, CONTINUE
 DJ1158'WEST FOR 2.65 MILES TO A ROADSIDE PARK ON THE LEFT, CONTINUE WEST FOR
 DJ1158'5.35 MILES TO A WHITE FRAME HOUSE ON THE LEFT AND THE MARK ON THE
 DJ1158'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ1158'POST.  IT IS 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 56 FEET
 DJ1158'NORTHWEST OF THE CENTER OF THE HIGHWAY AND A DRIVEWAY LEADING SOUTH TO
 DJ1158'A WHITE HOUSE, 15 FEET SOUTH TO A WHITE HOUSE, 15 FEET SOUTHWEST OF A
 DJ1158'24-INCH RED OAK TREE, 7 FEET SOUTH OF A FENCE, 73 FEET EAST OF A T
 DJ1158'FENCE CORNER, 2 FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW
 DJ1158'THE LEVEL OF THE HIGHWAY AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0646 ***********************************************************************
 DJ0646  DESIGNATION -  82 V 18
 DJ0646  PID         -  DJ0646
 DJ0646  STATE/COUNTY-  MS/LOWNDES
 DJ0646  USGS QUAD   -  NEW HOPE (1987)
 DJ0646
 DJ0646                         *CURRENT SURVEY CONTROL
 DJ0646  ___________________________________________________________________
 DJ0646* NAD 83(1986)-  33 28 37.     (N)    088 16 54.     (W)     SCALED    
 DJ0646* NAVD 88     -        96.636  (meters)     317.05   (feet)  ADJUSTED  
 DJ0646  ___________________________________________________________________
 DJ0646  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ0646  DYNAMIC HT  -          96.532 (meters)     316.71  (feet)  COMP
 DJ0646  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DJ0646
 DJ0646  VERT ORDER  -  SECOND    CLASS 0
 DJ0646
 DJ0646.The horizontal coordinates were scaled from a topographic map and have
 DJ0646.an estimated accuracy of +/- 6 seconds.
 DJ0646
 DJ0646.The orthometric height was determined by differential leveling
 DJ0646.and adjusted in June 1991.
 DJ0646
 DJ0646.The geoid height was determined by GEOID03.
 DJ0646
 DJ0646.The dynamic height is computed by dividing the NAVD 88
 DJ0646.geopotential number by the normal gravity value computed on the
 DJ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0646.degrees latitude (g = 980.6199 gals.).
 DJ0646
 DJ0646.The modeled gravity was interpolated from observed gravity values.
 DJ0646
 DJ0646;                    North         East    Units  Estimated Accuracy
 DJ0646;SPC MS E     -   441,070.      351,270.      MT  (+/- 180 meters Scaled)
 DJ0646
 DJ0646                          SUPERSEDED SURVEY CONTROL
 DJ0646
 DJ0646  NGVD 29 (??/??/92)   96.60   (m)          316.9    (f) COMPUTED    2 0
 DJ0646
 DJ0646.Superseded values are not recommended for survey control.
 DJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0646.See file dsdata.txt to determine how the superseded data were derived.
 DJ0646
 DJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC809048(NAD 83)
 DJ0646_MARKER: DD = SURVEY DISK
 DJ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0646_STAMPING: 82V-18 1964
 DJ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0646+STABILITY: SURFACE MOTION
 DJ0646
 DJ0646  HISTORY     - Date     Condition        Report By
 DJ0646  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0646  HISTORY     - 1965     GOOD             MSHD
 DJ0646
 DJ0646                          STATION DESCRIPTION
 DJ0646
 DJ0646'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0646'6.7 MI SE FROM COLUMBUS.
 DJ0646'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0646'HIGHWAY 69 IN COLUMBUS, GO EAST ON HIGHWAY 82 FOR 6.00 MILES TO A
 DJ0646'CROSSROAD, TURN RIGHT, SOUTH AND GO 1.1 MILE ALONG GRAVEL ROAD TO THE
 DJ0646'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0646'ROUND, CONCRETE POST.  IT IS 23 FEET NORTH OF THE CENTER OF A GRAVEL
 DJ0646'ROAD, 10 FEET NORTHWEST OF A CORNER FENCE POST, 31 FEET SOUTHEAST OF A
 DJ0646'CORNER FENCE POST, 5 FEET WEST OF A TELEPHONE LINE POLE, 25 FEET EAST
 DJ0646'OF THE CENTER OF A DRIVEWAY, 0.1 MILE EAST OF A T ROAD LEADING SOUTH,
 DJ0646'2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD
 DJ0646'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1292 ***********************************************************************
 DK1292  DESIGNATION -  82 V 18 W
 DK1292  PID         -  DK1292
 DK1292  STATE/COUNTY-  MS/WASHINGTON
 DK1292  USGS QUAD   -  GREENVILLE (1970)
 DK1292
 DK1292                         *CURRENT SURVEY CONTROL
 DK1292  ___________________________________________________________________
 DK1292* NAD 83(1986)-  33 23 59.     (N)    091 02 14.     (W)     SCALED    
 DK1292* NAVD 88     -        37.247  (meters)     122.20   (feet)  ADJUSTED  
 DK1292  ___________________________________________________________________
 DK1292  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1292  DYNAMIC HT  -          37.207 (meters)     122.07  (feet)  COMP
 DK1292  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DK1292
 DK1292  VERT ORDER  -  FIRST     CLASS II
 DK1292
 DK1292.The horizontal coordinates were scaled from a topographic map and have
 DK1292.an estimated accuracy of +/- 6 seconds.
 DK1292
 DK1292.The orthometric height was determined by differential leveling
 DK1292.and adjusted in June 1991.
 DK1292
 DK1292.The geoid height was determined by GEOID03.
 DK1292
 DK1292.The dynamic height is computed by dividing the NAVD 88
 DK1292.geopotential number by the normal gravity value computed on the
 DK1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1292.degrees latitude (g = 980.6199 gals.).
 DK1292
 DK1292.The modeled gravity was interpolated from observed gravity values.
 DK1292
 DK1292;                    North         East    Units  Estimated Accuracy
 DK1292;SPC MS W     -   432,590.      634,520.      MT  (+/- 180 meters Scaled)
 DK1292
 DK1292                          SUPERSEDED SURVEY CONTROL
 DK1292
 DK1292  NGVD 29 (??/??/??)   37.295  (m)          122.36   (f) ADJUSTED    1 2
 DK1292
 DK1292.Superseded values are not recommended for survey control.
 DK1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1292.See file dsdata.txt to determine how the superseded data were derived.
 DK1292
 DK1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS825973(NAD 83)
 DK1292_MARKER: DD = SURVEY DISK
 DK1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1292_SP_SET: CONCRETE POST
 DK1292_STAMPING: 82 V 18 W 1966 BM
 DK1292_MARK LOGO: MSHD  
 DK1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1292+STABILITY: SURFACE MOTION
 DK1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1292+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1292
 DK1292  HISTORY     - Date     Condition        Report By
 DK1292  HISTORY     - 1966     MONUMENTED       MSHD
 DK1292  HISTORY     - 1973     GOOD             NGS
 DK1292  HISTORY     - 19920123 GOOD             NGS
 DK1292
 DK1292                          STATION DESCRIPTION
 DK1292
 DK1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1292'IN GREENVILLE.
 DK1292'AT THE INTERSECTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 82 IN THE AREA
 DK1292'BETWEEN AN EXIT ROAD AND A FRONTAGE ROAD, ABOUT 138 FEET NORTHEAST OF
 DK1292'THE CENTER OF THE INTERSECTION, 105 FEET NORTH OF THE CENTER OF THE
 DK1292'MEDIUM OF HIGHWAY 82, 91 FEET EAST OF THE CENTER OF THE MEDIUM OF
 DK1292'HIGHWAY 1, 51 FEET SOUTHWEST OF THE CENTER OF THE FRONTAGE ROAD, 32.5
 DK1292'FEET SOUTHWEST OF A METAL STREET LAMP, 32.5 FEET SOUTHWEST OF A POLE
 DK1292'WITH AN ANTENNA ON IT, 1.9 FOOT SOUTHEAST OF A METAL WITNESS POST, 1
 DK1292'FOOT ABOVE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 DK1292'PROJECTING 0.2 FOOT.  1/4, SEC 18, T 18N, R 8W. SEC. 18, T 18N, R 8W.
 DK1292
 DK1292                          STATION RECOVERY (1992)
 DK1292
 DK1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1292'IN GREENVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 82 AND STATE
 DK1292'HIGHWAY 1, 32.1 M (105.3 FT) NORTH OF THE CENTERLINE OF THE U.S.
 DK1292'HIGHWAY, 27.8 M (91.2 FT) EAST OF THE CENTERLINE OF THE STATE
 DK1292'HIGHWAY, 15.6 M (51.2 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE ROAD,
 DK1292'9.9 M (32.5 FT) SOUTHWEST OF A UTILITY POLE, 1.4 M (4.6 FT) NORTHEAST
 DK1292'OF A UTILITY LIGHT POLE, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST,
 DK1292'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAYS, AND THE MONUMENT
 DK1292'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1147 ***********************************************************************
 DJ1147  DESIGNATION -  82 V 180
 DJ1147  PID         -  DJ1147
 DJ1147  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1147  USGS QUAD   -  PHEBA (1987)
 DJ1147
 DJ1147                         *CURRENT SURVEY CONTROL
 DJ1147  ___________________________________________________________________
 DJ1147* NAD 83(1986)-  33 30 13.     (N)    088 59 57.     (W)     SCALED    
 DJ1147* NAVD 88     -       104.675  (meters)     343.42   (feet)  ADJUSTED  
 DJ1147  ___________________________________________________________________
 DJ1147  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DJ1147  DYNAMIC HT  -         104.563 (meters)     343.05  (feet)  COMP
 DJ1147  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 DJ1147
 DJ1147  VERT ORDER  -  SECOND    CLASS 0
 DJ1147
 DJ1147.The horizontal coordinates were scaled from a topographic map and have
 DJ1147.an estimated accuracy of +/- 6 seconds.
 DJ1147
 DJ1147.The orthometric height was determined by differential leveling
 DJ1147.and adjusted in June 1991.
 DJ1147
 DJ1147.The geoid height was determined by GEOID03.
 DJ1147
 DJ1147.The dynamic height is computed by dividing the NAVD 88
 DJ1147.geopotential number by the normal gravity value computed on the
 DJ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1147.degrees latitude (g = 980.6199 gals.).
 DJ1147
 DJ1147.The modeled gravity was interpolated from observed gravity values.
 DJ1147
 DJ1147;                    North         East    Units  Estimated Accuracy
 DJ1147;SPC MS E     -   443,900.      284,590.      MT  (+/- 180 meters Scaled)
 DJ1147
 DJ1147                          SUPERSEDED SURVEY CONTROL
 DJ1147
 DJ1147  NGVD 29 (??/??/92)  104.616  (m)          343.23   (f) ADJ UNCH    2 0
 DJ1147
 DJ1147.Superseded values are not recommended for survey control.
 DJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1147.See file dsdata.txt to determine how the superseded data were derived.
 DJ1147
 DJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC143089(NAD 83)
 DJ1147_MARKER: DD = SURVEY DISK
 DJ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1147_STAMPING: 82V-180 1964
 DJ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1147+STABILITY: SURFACE MOTION
 DJ1147
 DJ1147  HISTORY     - Date     Condition        Report By
 DJ1147  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1147  HISTORY     - 1965     GOOD             MSHD
 DJ1147
 DJ1147                          STATION DESCRIPTION
 DJ1147
 DJ1147'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1147'11.4 MI W FROM STARKVILLE.
 DJ1147'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ1147'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ1147'WEST AND GO 6.75 MILES TO A ROADSIDE PARK ON THE LEFT.  CONTINUE WEST
 DJ1147'FOR 3.6 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE WEST FOR 9.0 MILES
 DJ1147'TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1147'12-INCH ROUND, CONCRETE POST.  IT IS 39.5 FEET NORTH OF THE CENTERLINE
 DJ1147'OF THE HIGHWAY, 4 FEET EAST OF A POWERLINE POLE, 13 FEET SOUTH OF A
 DJ1147'FENCE AND 0.15 MILES EAST OF A GRAVEL SIDE ROAD LEADING NORTH, 2 FEET
 DJ1147'WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 DJ1147'AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1146 ***********************************************************************
 DJ1146  DESIGNATION -  82 V 181
 DJ1146  PID         -  DJ1146
 DJ1146  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1146  USGS QUAD   -  PHEBA (1987)
 DJ1146
 DJ1146                         *CURRENT SURVEY CONTROL
 DJ1146  ___________________________________________________________________
 DJ1146* NAD 83(1986)-  33 30 07.     (N)    088 59 12.     (W)     SCALED    
 DJ1146* NAVD 88     -        98.846  (meters)     324.30   (feet)  ADJUSTED  
 DJ1146  ___________________________________________________________________
 DJ1146  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DJ1146  DYNAMIC HT  -          98.740 (meters)     323.95  (feet)  COMP
 DJ1146  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DJ1146
 DJ1146  VERT ORDER  -  SECOND    CLASS 0
 DJ1146
 DJ1146.The horizontal coordinates were scaled from a topographic map and have
 DJ1146.an estimated accuracy of +/- 6 seconds.
 DJ1146
 DJ1146.The orthometric height was determined by differential leveling
 DJ1146.and adjusted in June 1991.
 DJ1146
 DJ1146.The geoid height was determined by GEOID03.
 DJ1146
 DJ1146.The dynamic height is computed by dividing the NAVD 88
 DJ1146.geopotential number by the normal gravity value computed on the
 DJ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1146.degrees latitude (g = 980.6199 gals.).
 DJ1146
 DJ1146.The modeled gravity was interpolated from observed gravity values.
 DJ1146
 DJ1146;                    North         East    Units  Estimated Accuracy
 DJ1146;SPC MS E     -   443,720.      285,750.      MT  (+/- 180 meters Scaled)
 DJ1146
 DJ1146                          SUPERSEDED SURVEY CONTROL
 DJ1146
 DJ1146  NGVD 29 (??/??/92)   98.789  (m)          324.11   (f) ADJ UNCH    2 0
 DJ1146
 DJ1146.Superseded values are not recommended for survey control.
 DJ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1146.See file dsdata.txt to determine how the superseded data were derived.
 DJ1146
 DJ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC154087(NAD 83)
 DJ1146_MARKER: DD = SURVEY DISK
 DJ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1146_STAMPING: 82V-181 1964
 DJ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1146+STABILITY: SURFACE MOTION
 DJ1146
 DJ1146  HISTORY     - Date     Condition        Report By
 DJ1146  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1146  HISTORY     - 1965     GOOD             MSHD
 DJ1146  HISTORY     - 20070812 MARK NOT FOUND   GEOCAC
 DJ1146
 DJ1146                          STATION DESCRIPTION
 DJ1146
 DJ1146'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1146'10.5 MI W FROM STARKVILLE.
 DJ1146'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ1146'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ1146'WEST AND GO 6.75 MILES TO A ROADSIDE PARK ON THE LEFT, CONTINUE WEST
 DJ1146'FOR 3.6 MILES TO A SIDE ROAD ON THE RIGHT AND THE MARK ON THE RIGHT AS
 DJ1146'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ1146'CONCRETE POST.  IT IS 48.5 FEET NORTH OF THE CENTERLINE OF THE
 DJ1146'HIGHWAY, 63 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, IN A CURVE,
 DJ1146'7 FEET SOUTHEAST OF A 15-INCH OAK TREE AND FENCE CORNER, 12 FEET
 DJ1146'SOUTHWEST OF A 12-INCH PINE TREE, 50 FEET SOUTH OF A METAL GATE IN THE
 DJ1146'NORTH-SOUTH FENCE LINE, 1.5 FEET WEST OF A METAL WITNESS POST AND
 DJ1146'FLUSH WITH THE GROUND.
 DJ1146
 DJ1146                          STATION RECOVERY (2007)
 DJ1146
 DJ1146'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1146'HIGHWAY 82 HAS BEEN MADE INTO A FOUR LANE HIGHWAY SINCE ORIGINAL
 DJ1146'DATASHEET WAS WRITTEN. THE NORTH SIDE OF THE HIGHWAY IS NOW THE
 DJ1146'DRAINAGE AREA BETWEEN THE EAST BOUND AND THE WEST BOUND LANES OF
 DJ1146'HIGHWAY 82, THE AREA WHERE THE MARK WAS HAS BEEN GRADED AND FILLED.
 DJ1146'THE MARK WAS NOT RECOVERED. THE ROADSIDE PARK REFERRED TO IN THE ORIG
 DJ1146'DATASHEET WAS REMOVED IN THE 1980'S.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1145 ***********************************************************************
 DJ1145  DESIGNATION -  82 V 182
 DJ1145  PID         -  DJ1145
 DJ1145  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1145  USGS QUAD   -  PHEBA (1987)
 DJ1145
 DJ1145                         *CURRENT SURVEY CONTROL
 DJ1145  ___________________________________________________________________
 DJ1145* NAD 83(1986)-  33 30 02.     (N)    088 58 21.     (W)     SCALED    
 DJ1145* NAVD 88     -        96.717  (meters)     317.31   (feet)  ADJUSTED  
 DJ1145  ___________________________________________________________________
 DJ1145  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ1145  DYNAMIC HT  -          96.613 (meters)     316.97  (feet)  COMP
 DJ1145  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DJ1145
 DJ1145  VERT ORDER  -  SECOND    CLASS 0
 DJ1145
 DJ1145.The horizontal coordinates were scaled from a topographic map and have
 DJ1145.an estimated accuracy of +/- 6 seconds.
 DJ1145
 DJ1145.The orthometric height was determined by differential leveling
 DJ1145.and adjusted in June 1991.
 DJ1145
 DJ1145.The geoid height was determined by GEOID03.
 DJ1145
 DJ1145.The dynamic height is computed by dividing the NAVD 88
 DJ1145.geopotential number by the normal gravity value computed on the
 DJ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1145.degrees latitude (g = 980.6199 gals.).
 DJ1145
 DJ1145.The modeled gravity was interpolated from observed gravity values.
 DJ1145
 DJ1145;                    North         East    Units  Estimated Accuracy
 DJ1145;SPC MS E     -   443,560.      287,070.      MT  (+/- 180 meters Scaled)
 DJ1145
 DJ1145                          SUPERSEDED SURVEY CONTROL
 DJ1145
 DJ1145  NGVD 29 (??/??/92)   96.662  (m)          317.13   (f) ADJ UNCH    2 0
 DJ1145
 DJ1145.Superseded values are not recommended for survey control.
 DJ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1145.See file dsdata.txt to determine how the superseded data were derived.
 DJ1145
 DJ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC167085(NAD 83)
 DJ1145_MARKER: DD = SURVEY DISK
 DJ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1145_STAMPING: 82V-182 1964
 DJ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1145+STABILITY: SURFACE MOTION
 DJ1145
 DJ1145  HISTORY     - Date     Condition        Report By
 DJ1145  HISTORY     - 1964     MONUMENTED       MSHD
 DJ1145  HISTORY     - 1965     GOOD             MSHD
 DJ1145  HISTORY     - 20050319 MARK NOT FOUND   INDIV
 DJ1145  HISTORY     - 20070812 MARK NOT FOUND   GEOCAC
 DJ1145
 DJ1145                          STATION DESCRIPTION
 DJ1145
 DJ1145'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1145'9.65 MI W FROM STARKVILLE.
 DJ1145'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ1145'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ1145'WEST AND GO 6.75 MILES TO A ROADSIDE PARK ON THE LEFT.  CONTINUE WEST
 DJ1145'FOR 2.75 MILES TO A DRIVEWAY ON THE RIGHT AND THE MARK.  THE MARK IS A
 DJ1145'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 50 FEET
 DJ1145'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF THE CENTER OF
 DJ1145'A DRIVEWAY, 28 FEET WEST OF A 12-INCH PINE TREE, 8 FEET SOUTHEAST OF A
 DJ1145'POWER POLE, 6.5 FEET SOUTHEAST OF A CORNER FENCE POST, 6 FEET
 DJ1145'NORTHEAST OF A RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A FENCE, 2 FEET
 DJ1145'WEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 DJ1145'PROJECTS 1 INCH.
 DJ1145
 DJ1145                          STATION RECOVERY (2005)
 DJ1145
 DJ1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RMB)
 DJ1145'MARK NOT FOUND. A SECTION OF THE CONCRETE BLOCK THAT THE DISK SHOULD
 DJ1145'HAVE SAT UPON WAS DESTOYED, BUT I COULD NOT LOCATE THE DISK ITSELF.
 DJ1145'MDOT HAD REMOVED THE OLD HIGHWAY 82 AND WAS FILLED IN WITH DIRT AND
 DJ1145'SEEDED IT. I ONLY RECOVERED THE RIGHT-OF-WAY MARKER THAT WOULD HAVE
 DJ1145'BEEN 6 FEET NE OF THE MARKER.
 DJ1145
 DJ1145                          STATION RECOVERY (2007)
 DJ1145
 DJ1145'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1145'HIGHWAY 82 HAS BEEN MADE INTO A FOUR LANE HIGHWAY SINCE ORIGINAL
 DJ1145'DATASHEET WAS WRITTEN. THE NORTH SIDE OF THE HIGHWAY IS NOW THE
 DJ1145'DRAINAGE AREA BETWEEN THE EAST BOUND AND THE WEST BOUND LANES OF
 DJ1145'HIGHWAY 82, THE AREA WHERE THE MARK WAS HAS BEEN GRADED AND FILLED.
 DJ1145'THE MARK WAS NOT RECOVERED.  THE ROADSIDE PARK REFERRED TO IN THE ORIG
 DJ1145'DATASHEET WAS REMOVED IN THE 1980'S.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0871 ***********************************************************************
 DJ0871  DESIGNATION -  82 V 183
 DJ0871  PID         -  DJ0871
 DJ0871  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0871  USGS QUAD   -  LONGVIEW (1982)
 DJ0871
 DJ0871                         *CURRENT SURVEY CONTROL
 DJ0871  ___________________________________________________________________
 DJ0871* NAD 83(1986)-  33 29 49.     (N)    088 57 22.     (W)     SCALED    
 DJ0871* NAVD 88     -        98.855  (meters)     324.33   (feet)  ADJUSTED  
 DJ0871  ___________________________________________________________________
 DJ0871  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DJ0871  DYNAMIC HT  -          98.749 (meters)     323.98  (feet)  COMP
 DJ0871  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DJ0871
 DJ0871  VERT ORDER  -  SECOND    CLASS 0
 DJ0871
 DJ0871.The horizontal coordinates were scaled from a topographic map and have
 DJ0871.an estimated accuracy of +/- 6 seconds.
 DJ0871
 DJ0871.The orthometric height was determined by differential leveling
 DJ0871.and adjusted in June 1991.
 DJ0871
 DJ0871.The geoid height was determined by GEOID03.
 DJ0871
 DJ0871.The dynamic height is computed by dividing the NAVD 88
 DJ0871.geopotential number by the normal gravity value computed on the
 DJ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0871.degrees latitude (g = 980.6199 gals.).
 DJ0871
 DJ0871.The modeled gravity was interpolated from observed gravity values.
 DJ0871
 DJ0871;                    North         East    Units  Estimated Accuracy
 DJ0871;SPC MS E     -   443,160.      288,590.      MT  (+/- 180 meters Scaled)
 DJ0871
 DJ0871                          SUPERSEDED SURVEY CONTROL
 DJ0871
 DJ0871  NGVD 29 (??/??/92)   98.800  (m)          324.15   (f) ADJ UNCH    2 0
 DJ0871
 DJ0871.Superseded values are not recommended for survey control.
 DJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0871.See file dsdata.txt to determine how the superseded data were derived.
 DJ0871
 DJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC182080(NAD 83)
 DJ0871_MARKER: DD = SURVEY DISK
 DJ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0871_STAMPING: 82V-183 1964
 DJ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0871+STABILITY: SURFACE MOTION
 DJ0871
 DJ0871  HISTORY     - Date     Condition        Report By
 DJ0871  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0871  HISTORY     - 1965     GOOD             MSHD
 DJ0871  HISTORY     - 20070812 MARK NOT FOUND   GEOCAC
 DJ0871
 DJ0871                          STATION DESCRIPTION
 DJ0871
 DJ0871'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0871'8.8 MI W FROM STARKVILLE.
 DJ0871'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0871'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ0871'WEST AND GO 6.75 MILES TO A ROADSIDE PARK ON THE LEFT, CONTINUE WEST
 DJ0871'FOR 1.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ0871'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 41.5 FEET NORTH OF THE
 DJ0871'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A POWERLINE POLE (NO. 32),
 DJ0871'80 FEET SOUTHEAST OF A POWER POLE, 112 FEET NORTHWEST AND ACROSS THE
 DJ0871'HIGHWAY FROM A POWERLINE POLE AND 9 FEET SOUTH OF A FENCE, 2 FEET
 DJ0871'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 DJ0871'HIGHWAY AND PROJECTS 1 INCH.
 DJ0871
 DJ0871                          STATION RECOVERY (2007)
 DJ0871
 DJ0871'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ0871'HIGHWAY 82 HAS BEEN MADE INTO A FOUR LANE HIGHWAY SINCE ORIGINAL
 DJ0871'DATASHEET WAS WRITTEN. THE NORTH SIDE OF THE HIGHWAY IS NOW THE
 DJ0871'DRAINAGE AREA BETWEEN THE EAST BOUND AND THE WEST BOUND LANES OF
 DJ0871'HIGHWAY 82, THE AREA WHERE THE MARK WAS HAS BEEN GRADED AND FILLED.
 DJ0871'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0870 ***********************************************************************
 DJ0870  DESIGNATION -  82 V 184
 DJ0870  PID         -  DJ0870
 DJ0870  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0870  USGS QUAD   -  LONGVIEW (1982)
 DJ0870
 DJ0870                         *CURRENT SURVEY CONTROL
 DJ0870  ___________________________________________________________________
 DJ0870* NAD 83(1986)-  33 29 25.     (N)    088 56 33.     (W)     SCALED    
 DJ0870* NAVD 88     -        94.902  (meters)     311.36   (feet)  ADJUSTED  
 DJ0870  ___________________________________________________________________
 DJ0870  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DJ0870  DYNAMIC HT  -          94.800 (meters)     311.02  (feet)  COMP
 DJ0870  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DJ0870
 DJ0870  VERT ORDER  -  SECOND    CLASS 0
 DJ0870
 DJ0870.The horizontal coordinates were scaled from a topographic map and have
 DJ0870.an estimated accuracy of +/- 6 seconds.
 DJ0870
 DJ0870.The orthometric height was determined by differential leveling
 DJ0870.and adjusted in June 1991.
 DJ0870
 DJ0870.The geoid height was determined by GEOID03.
 DJ0870
 DJ0870.The dynamic height is computed by dividing the NAVD 88
 DJ0870.geopotential number by the normal gravity value computed on the
 DJ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0870.degrees latitude (g = 980.6199 gals.).
 DJ0870
 DJ0870.The modeled gravity was interpolated from observed gravity values.
 DJ0870
 DJ0870;                    North         East    Units  Estimated Accuracy
 DJ0870;SPC MS E     -   442,420.      289,860.      MT  (+/- 180 meters Scaled)
 DJ0870
 DJ0870                          SUPERSEDED SURVEY CONTROL
 DJ0870
 DJ0870  NGVD 29 (??/??/92)   94.849  (m)          311.18   (f) ADJ UNCH    2 0
 DJ0870
 DJ0870.Superseded values are not recommended for survey control.
 DJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0870.See file dsdata.txt to determine how the superseded data were derived.
 DJ0870
 DJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC195073(NAD 83)
 DJ0870_MARKER: DD = SURVEY DISK
 DJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0870_STAMPING: 82V-184 1964
 DJ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0870+STABILITY: SURFACE MOTION
 DJ0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0870+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2008
 DJ0870
 DJ0870  HISTORY     - Date     Condition        Report By
 DJ0870  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0870  HISTORY     - 1965     GOOD             MSHD
 DJ0870  HISTORY     - 20060812 GOOD             GEOCAC
 DJ0870  HISTORY     - 20081112 GOOD             NGS
 DJ0870
 DJ0870                          STATION DESCRIPTION
 DJ0870
 DJ0870'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0870'8.0 MI W FROM STARKVILLE.
 DJ0870'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0870'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ0870'WEST AND GO 6.35 MILE TO A CROSSROAD, CONTINUE WEST FOR 1.5 MILES TO
 DJ0870'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0870'ROUND, CONCRETE POST.  IT IS 49 FEET NORTH OF THE CENTERLINE OF THE
 DJ0870'HIGHWAY, 41 FEET SOUTHWEST OF A POWERLINE POLE WITH WIRES LEADING IN
 DJ0870'FOUR DIRECTIONS, 4 FEET EAST OF A RIGHT-OF-WAY MARKER, 12 FEET EAST OF
 DJ0870'A 20-INCH PINE TREE, 2 FEET SOUTH OF A FENCE, 2 FEET NORTHWEST OF A
 DJ0870'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH
 DJ0870'WITH THE GROUND.
 DJ0870
 DJ0870                          STATION RECOVERY (2006)
 DJ0870
 DJ0870'RECOVERY NOTE BY GEOCACHING 2006 (JAM)
 DJ0870'MARKER IS STABLE, ABOUT 6 INCHES BELOW GROUND LEVEL, APPROXIMATELY TWO
 DJ0870'FEET WEST OF THE WITNESS POST.  WITNESS POST IS IN EXCELLENT
 DJ0870'CONDITION. IT IS ONE FOOT FROM A BARBED WIRE FENCE, AMONG 5 YEAR
 DJ0870'GROWTH SCRUB TREES AND BRUSH.
 DJ0870
 DJ0870                          STATION RECOVERY (2008)
 DJ0870
 DJ0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (KP)
 DJ0870'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0869 ***********************************************************************
 DJ0869  DESIGNATION -  82 V 185
 DJ0869  PID         -  DJ0869
 DJ0869  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0869  USGS QUAD   -  LONGVIEW (1982)
 DJ0869
 DJ0869                         *CURRENT SURVEY CONTROL
 DJ0869  ___________________________________________________________________
 DJ0869* NAD 83(1986)-  33 28 56.     (N)    088 55 48.     (W)     SCALED    
 DJ0869* NAVD 88     -        87.733  (meters)     287.84   (feet)  ADJUSTED  
 DJ0869  ___________________________________________________________________
 DJ0869  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DJ0869  DYNAMIC HT  -          87.639 (meters)     287.53  (feet)  COMP
 DJ0869  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 DJ0869
 DJ0869  VERT ORDER  -  SECOND    CLASS 0
 DJ0869
 DJ0869.The horizontal coordinates were scaled from a topographic map and have
 DJ0869.an estimated accuracy of +/- 6 seconds.
 DJ0869
 DJ0869.The orthometric height was determined by differential leveling
 DJ0869.and adjusted in June 1991.
 DJ0869
 DJ0869.The geoid height was determined by GEOID03.
 DJ0869
 DJ0869.The dynamic height is computed by dividing the NAVD 88
 DJ0869.geopotential number by the normal gravity value computed on the
 DJ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0869.degrees latitude (g = 980.6199 gals.).
 DJ0869
 DJ0869.The modeled gravity was interpolated from observed gravity values.
 DJ0869
 DJ0869;                    North         East    Units  Estimated Accuracy
 DJ0869;SPC MS E     -   441,520.      291,020.      MT  (+/- 180 meters Scaled)
 DJ0869
 DJ0869                          SUPERSEDED SURVEY CONTROL
 DJ0869
 DJ0869  NGVD 29 (??/??/92)   87.684  (m)          287.68   (f) ADJ UNCH    2 0
 DJ0869
 DJ0869.Superseded values are not recommended for survey control.
 DJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0869.See file dsdata.txt to determine how the superseded data were derived.
 DJ0869
 DJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC206064(NAD 83)
 DJ0869_MARKER: DD = SURVEY DISK
 DJ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0869_STAMPING: 82V-185 1964
 DJ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0869+STABILITY: SURFACE MOTION
 DJ0869
 DJ0869  HISTORY     - Date     Condition        Report By
 DJ0869  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0869  HISTORY     - 1965     GOOD             MSHD
 DJ0869
 DJ0869                          STATION DESCRIPTION
 DJ0869
 DJ0869'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0869'7.10 MI W FROM STARKVILLE.
 DJ0869'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0869'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ0869'WEST AND GO 6.75 MILES TO A ROADSIDE PARK ON THE LEFT, CONTINUE WEST
 DJ0869'FOR 0.2 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ0869'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED 0.2 MILE WEST OF
 DJ0869'A ROADSIDE PARK, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 127
 DJ0869'FEET EAST OF A RIGHT-OF-WAY MARKER, 7 FEET SOUTH OF A FENCE, 2 FEET
 DJ0869'EAST OF A TELEPHONE LINE POLE (NO. 10), 2 FEET WEST OF A METAL WITNESS
 DJ0869'POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0868 ***********************************************************************
 DJ0868  DESIGNATION -  82 V 186
 DJ0868  PID         -  DJ0868
 DJ0868  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0868  USGS QUAD   -  LONGVIEW (1982)
 DJ0868
 DJ0868                         *CURRENT SURVEY CONTROL
 DJ0868  ___________________________________________________________________
 DJ0868* NAD 83(1986)-  33 28 31.     (N)    088 55 08.     (W)     SCALED    
 DJ0868* NAVD 88     -        83.396  (meters)     273.61   (feet)  ADJUSTED  
 DJ0868  ___________________________________________________________________
 DJ0868  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DJ0868  DYNAMIC HT  -          83.306 (meters)     273.31  (feet)  COMP
 DJ0868  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 DJ0868
 DJ0868  VERT ORDER  -  SECOND    CLASS 0
 DJ0868
 DJ0868.The horizontal coordinates were scaled from a topographic map and have
 DJ0868.an estimated accuracy of +/- 6 seconds.
 DJ0868
 DJ0868.The orthometric height was determined by differential leveling
 DJ0868.and adjusted in June 1991.
 DJ0868
 DJ0868.The geoid height was determined by GEOID03.
 DJ0868
 DJ0868.The dynamic height is computed by dividing the NAVD 88
 DJ0868.geopotential number by the normal gravity value computed on the
 DJ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0868.degrees latitude (g = 980.6199 gals.).
 DJ0868
 DJ0868.The modeled gravity was interpolated from observed gravity values.
 DJ0868
 DJ0868;                    North         East    Units  Estimated Accuracy
 DJ0868;SPC MS E     -   440,750.      292,050.      MT  (+/- 180 meters Scaled)
 DJ0868
 DJ0868                          SUPERSEDED SURVEY CONTROL
 DJ0868
 DJ0868  NGVD 29 (??/??/92)   83.349  (m)          273.45   (f) ADJ UNCH    2 0
 DJ0868
 DJ0868.Superseded values are not recommended for survey control.
 DJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0868.See file dsdata.txt to determine how the superseded data were derived.
 DJ0868
 DJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC216056(NAD 83)
 DJ0868_MARKER: DD = SURVEY DISK
 DJ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0868_STAMPING: 82V-186 1964
 DJ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0868+STABILITY: SURFACE MOTION
 DJ0868
 DJ0868  HISTORY     - Date     Condition        Report By
 DJ0868  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0868  HISTORY     - 1965     GOOD             MSHD
 DJ0868  HISTORY     - 1972     GOOD             NGS
 DJ0868  HISTORY     - 20070812 MARK NOT FOUND   GEOCAC
 DJ0868
 DJ0868                          STATION DESCRIPTION
 DJ0868
 DJ0868'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0868'6.30 MI W FROM STARKVILLE.
 DJ0868'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0868'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ0868'WEST AND GO 6.15 MILES TO A GROCERY STORE ON THE LEFT AND THE MARK AS
 DJ0868'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ0868'CONCRETE POST.  IT IS 48.5 FEET SOUTH OF THE CENTERLINE OF THE
 DJ0868'HIGHWAY, 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK STORE,
 DJ0868'HULL AND RIVERS GROCERY STORE, 37 FEET NORTHWEST OF A TELEPHONE LADDER
 DJ0868'POLE (NO. 91), 2 FEET NORTH OF A FENCE, 21 FEET NORTHEAST OF GULF
 DJ0868'GASOLINE SIGN POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH
 DJ0868'WITH THE GROUND.
 DJ0868
 DJ0868                          STATION RECOVERY (1972)
 DJ0868
 DJ0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0868'RECOVERED IN GOOD CONDITION.
 DJ0868
 DJ0868                          STATION RECOVERY (2007)
 DJ0868
 DJ0868'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ0868'THE GROCERY STORE REFERENCED BY THE DATASHEET IS NO LONGER THERE. IT
 DJ0868'HAS BEEN TORN DOWN, AND THE AREA OF THE MARKER COVERED WITH A GRAVEL
 DJ0868'PARKING LOT FOR THE ADATON BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0867 ***********************************************************************
 DJ0867  DESIGNATION -  82 V 187
 DJ0867  PID         -  DJ0867
 DJ0867  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0867  USGS QUAD   -  LONGVIEW (1982)
 DJ0867
 DJ0867                         *CURRENT SURVEY CONTROL
 DJ0867  ___________________________________________________________________
 DJ0867* NAD 83(1986)-  33 28 10.     (N)    088 54 30.     (W)     SCALED    
 DJ0867* NAVD 88     -        74.147  (meters)     243.26   (feet)  ADJUSTED  
 DJ0867  ___________________________________________________________________
 DJ0867  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DJ0867  DYNAMIC HT  -          74.067 (meters)     243.00  (feet)  COMP
 DJ0867  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DJ0867
 DJ0867  VERT ORDER  -  SECOND    CLASS 0
 DJ0867
 DJ0867.The horizontal coordinates were scaled from a topographic map and have
 DJ0867.an estimated accuracy of +/- 6 seconds.
 DJ0867
 DJ0867.The orthometric height was determined by differential leveling
 DJ0867.and adjusted in June 1991.
 DJ0867
 DJ0867.The geoid height was determined by GEOID03.
 DJ0867
 DJ0867.The dynamic height is computed by dividing the NAVD 88
 DJ0867.geopotential number by the normal gravity value computed on the
 DJ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0867.degrees latitude (g = 980.6199 gals.).
 DJ0867
 DJ0867.The modeled gravity was interpolated from observed gravity values.
 DJ0867
 DJ0867;                    North         East    Units  Estimated Accuracy
 DJ0867;SPC MS E     -   440,110.      293,030.      MT  (+/- 180 meters Scaled)
 DJ0867
 DJ0867                          SUPERSEDED SURVEY CONTROL
 DJ0867
 DJ0867  NGVD 29 (??/??/92)   74.104  (m)          243.12   (f) ADJ UNCH    2 0
 DJ0867
 DJ0867.Superseded values are not recommended for survey control.
 DJ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0867.See file dsdata.txt to determine how the superseded data were derived.
 DJ0867
 DJ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC226049(NAD 83)
 DJ0867_MARKER: DD = SURVEY DISK
 DJ0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0867_SP_SET: BRIDGE
 DJ0867_STAMPING: 82V-187 1964
 DJ0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0867
 DJ0867  HISTORY     - Date     Condition        Report By
 DJ0867  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0867  HISTORY     - 1965     GOOD             MSHD
 DJ0867  HISTORY     - 1972     GOOD             NGS
 DJ0867  HISTORY     - 20070812 MARK NOT FOUND   GEOCAC
 DJ0867
 DJ0867                          STATION DESCRIPTION
 DJ0867
 DJ0867'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0867'5.55 MI W FROM STARKVILLE.
 DJ0867'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0867'ON WASHINGTON STREET FOR 0.15 MILE TO U. S. HIGHWAY 82, TURN LEFT,
 DJ0867'WEST AND GO 4.10 MILES TO A WHITE FRAME CHURCH ON THE RIGHT, CONTINUE
 DJ0867'WEST FOR 1.3 MILES TO A CONCRETE BRIDGE AND THE MARK.  THE MARK IS A
 DJ0867'DISK SET IN CEMENT IN A DRILLED HOLE.  IT IS SET IN THE NORTH END OF
 DJ0867'THE WEST ABUTMENT OF A CONCRETE BRIDGE, 14 FEET NORTH OF THE
 DJ0867'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 DJ0867'HIGHWAY.
 DJ0867
 DJ0867                          STATION RECOVERY (1972)
 DJ0867
 DJ0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0867'RECOVERED IN GOOD CONDITION.
 DJ0867
 DJ0867                          STATION RECOVERY (2007)
 DJ0867
 DJ0867'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ0867'THE ORIGINAL BRIDGE ABUTMENT HAS BEEN BOLSTERED BY A NEW CONCRETE
 DJ0867'SUPPORT WHICH MAY BE CONCEALING THE MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0866 ***********************************************************************
 DJ0866  DESIGNATION -  82 V 188
 DJ0866  PID         -  DJ0866
 DJ0866  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0866  USGS QUAD   -  LONGVIEW (1982)
 DJ0866
 DJ0866                         *CURRENT SURVEY CONTROL
 DJ0866  ___________________________________________________________________
 DJ0866* NAD 83(1986)-  33 27 51.     (N)    088 53 58.     (W)     SCALED    
 DJ0866* NAVD 88     -        74.759  (meters)     245.27   (feet)  ADJUSTED  
 DJ0866  ___________________________________________________________________
 DJ0866  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DJ0866  DYNAMIC HT  -          74.679 (meters)     245.01  (feet)  COMP
 DJ0866  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DJ0866
 DJ0866  VERT ORDER  -  SECOND    CLASS 0
 DJ0866
 DJ0866.The horizontal coordinates were scaled from a topographic map and have
 DJ0866.an estimated accuracy of +/- 6 seconds.
 DJ0866
 DJ0866.The orthometric height was determined by differential leveling
 DJ0866.and adjusted in June 1991.
 DJ0866
 DJ0866.The geoid height was determined by GEOID03.
 DJ0866
 DJ0866.The dynamic height is computed by dividing the NAVD 88
 DJ0866.geopotential number by the normal gravity value computed on the
 DJ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0866.degrees latitude (g = 980.6199 gals.).
 DJ0866
 DJ0866.The modeled gravity was interpolated from observed gravity values.
 DJ0866
 DJ0866;                    North         East    Units  Estimated Accuracy
 DJ0866;SPC MS E     -   439,520.      293,860.      MT  (+/- 180 meters Scaled)
 DJ0866
 DJ0866                          SUPERSEDED SURVEY CONTROL
 DJ0866
 DJ0866  NGVD 29 (??/??/92)   74.717  (m)          245.13   (f) ADJ UNCH    2 0
 DJ0866
 DJ0866.Superseded values are not recommended for survey control.
 DJ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0866.See file dsdata.txt to determine how the superseded data were derived.
 DJ0866
 DJ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC234043(NAD 83)
 DJ0866_MARKER: DD = SURVEY DISK
 DJ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0866_STAMPING: 82V-188 1964
 DJ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0866+STABILITY: SURFACE MOTION
 DJ0866
 DJ0866  HISTORY     - Date     Condition        Report By
 DJ0866  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0866  HISTORY     - 1965     GOOD             MSHD
 DJ0866
 DJ0866                          STATION DESCRIPTION
 DJ0866
 DJ0866'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0866'4.9 MI W FROM STARKVILLE.
 DJ0866'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0866'ON WASHINGTON STREET, FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0866'TURN LEFT, WEST AND GO 4.10 MILES TO A WHITE FRAME CHURCH ON THE
 DJ0866'RIGHT, CONTINUE WEST FOR 0.65 MILE TO THE MARK ON THE RIGHT.  THE MARK
 DJ0866'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48
 DJ0866'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 46 FEET WEST OF A
 DJ0866'TELEPHONE LINE POLE (NO. 64 1/2), 76 FEET NORTHWEST OF A METAL WITNESS
 DJ0866'POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0865 ***********************************************************************
 DJ0865  DESIGNATION -  82 V 189
 DJ0865  PID         -  DJ0865
 DJ0865  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0865  USGS QUAD   -  LONGVIEW (1982)
 DJ0865
 DJ0865                         *CURRENT SURVEY CONTROL
 DJ0865  ___________________________________________________________________
 DJ0865* NAD 83(1986)-  33 27 43.     (N)    088 53 14.     (W)     SCALED    
 DJ0865* NAVD 88     -        88.921  (meters)     291.74   (feet)  ADJUSTED  
 DJ0865  ___________________________________________________________________
 DJ0865  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DJ0865  DYNAMIC HT  -          88.826 (meters)     291.42  (feet)  COMP
 DJ0865  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DJ0865
 DJ0865  VERT ORDER  -  SECOND    CLASS 0
 DJ0865
 DJ0865.The horizontal coordinates were scaled from a topographic map and have
 DJ0865.an estimated accuracy of +/- 6 seconds.
 DJ0865
 DJ0865.The orthometric height was determined by differential leveling
 DJ0865.and adjusted in June 1991.
 DJ0865
 DJ0865.The geoid height was determined by GEOID03.
 DJ0865
 DJ0865.The dynamic height is computed by dividing the NAVD 88
 DJ0865.geopotential number by the normal gravity value computed on the
 DJ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0865.degrees latitude (g = 980.6199 gals.).
 DJ0865
 DJ0865.The modeled gravity was interpolated from observed gravity values.
 DJ0865
 DJ0865;                    North         East    Units  Estimated Accuracy
 DJ0865;SPC MS E     -   439,270.      294,990.      MT  (+/- 180 meters Scaled)
 DJ0865
 DJ0865                          SUPERSEDED SURVEY CONTROL
 DJ0865
 DJ0865  NGVD 29 (??/??/92)   88.878  (m)          291.59   (f) ADJ UNCH    2 0
 DJ0865
 DJ0865.Superseded values are not recommended for survey control.
 DJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0865.See file dsdata.txt to determine how the superseded data were derived.
 DJ0865
 DJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC246040(NAD 83)
 DJ0865_MARKER: DD = SURVEY DISK
 DJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0865_STAMPING: 82V-189 1964
 DJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0865+STABILITY: SURFACE MOTION
 DJ0865
 DJ0865  HISTORY     - Date     Condition        Report By
 DJ0865  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0865  HISTORY     - 1965     GOOD             MSHD
 DJ0865  HISTORY     - 1969     GOOD             NGS
 DJ0865
 DJ0865                          STATION DESCRIPTION
 DJ0865
 DJ0865'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0865'4.20 MI W FROM STARKVILLE.
 DJ0865'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0865'ON WASHINGTON STREET FOR 2 BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0865'TURN LEFT, WEST AND GO 4.05 MILES TO THE MARK ON THE RIGHT.  THE MARK
 DJ0865'IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS
 DJ0865'APPROXIMATELY 300 FEET EAST OF A CHURCH, 43 FEET NORTH OF THE
 DJ0865'CENTERLINE OF THE HIGHWAY, 64 FEET EAST OF THE CENTER OF A DRIVEWAY,
 DJ0865'48 FEET EAST OF THE CORNER POST, 7 FEET SOUTH OF A FENCE, 3 FEET EAST
 DJ0865'OF A POWERLINE POLE, 48 FEET NORTHEAST OF THE EAST END OF A 12-INCH
 DJ0865'CONCRETE SIDE DRAIN PIPE, 2 FEET WEST OF A METAL WITNESS POST, 2 FEET
 DJ0865'ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0865
 DJ0865                          STATION RECOVERY (1969)
 DJ0865
 DJ0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DJ0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0647 ***********************************************************************
 DJ0647  DESIGNATION -  82 V 19
 DJ0647  PID         -  DJ0647
 DJ0647  STATE/COUNTY-  MS/LOWNDES
 DJ0647  USGS QUAD   -  NEW HOPE (1987)
 DJ0647
 DJ0647                         *CURRENT SURVEY CONTROL
 DJ0647  ___________________________________________________________________
 DJ0647* NAD 83(1986)-  33 28 04.     (N)    088 17 15.     (W)     SCALED    
 DJ0647* NAVD 88     -        98.297  (meters)     322.50   (feet)  ADJUSTED  
 DJ0647  ___________________________________________________________________
 DJ0647  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0647  DYNAMIC HT  -          98.192 (meters)     322.15  (feet)  COMP
 DJ0647  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DJ0647
 DJ0647  VERT ORDER  -  SECOND    CLASS 0
 DJ0647
 DJ0647.The horizontal coordinates were scaled from a topographic map and have
 DJ0647.an estimated accuracy of +/- 6 seconds.
 DJ0647
 DJ0647.The orthometric height was determined by differential leveling
 DJ0647.and adjusted in June 1991.
 DJ0647
 DJ0647.The geoid height was determined by GEOID03.
 DJ0647
 DJ0647.The dynamic height is computed by dividing the NAVD 88
 DJ0647.geopotential number by the normal gravity value computed on the
 DJ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0647.degrees latitude (g = 980.6199 gals.).
 DJ0647
 DJ0647.The modeled gravity was interpolated from observed gravity values.
 DJ0647
 DJ0647;                    North         East    Units  Estimated Accuracy
 DJ0647;SPC MS E     -   440,050.      350,740.      MT  (+/- 180 meters Scaled)
 DJ0647
 DJ0647                          SUPERSEDED SURVEY CONTROL
 DJ0647
 DJ0647  NGVD 29 (??/??/92)   98.26   (m)          322.4    (f) COMPUTED    2 0
 DJ0647
 DJ0647.Superseded values are not recommended for survey control.
 DJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0647.See file dsdata.txt to determine how the superseded data were derived.
 DJ0647
 DJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC803038(NAD 83)
 DJ0647_MARKER: DD = SURVEY DISK
 DJ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0647_STAMPING: 82V-19 1964
 DJ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0647+STABILITY: SURFACE MOTION
 DJ0647
 DJ0647  HISTORY     - Date     Condition        Report By
 DJ0647  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0647  HISTORY     - 1965     GOOD             MSHD
 DJ0647
 DJ0647                          STATION DESCRIPTION
 DJ0647
 DJ0647'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0647'7.45 MI SE FROM COLUMBUS.
 DJ0647'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0647'HIGHWAY 69 IN COLUMBUS, GO EAST ON HIGHWAY 82 FOR 6.00 MILES TO A
 DJ0647'CROSSROAD, TURN RIGHT, SOUTH AND FOLLOW WINDING GRAVEL ROAD FOR 1.2
 DJ0647'MILES TO A T ROAD ON THE LEFT, TURN LEFT, SOUTH AND GO 0.7 MILE TO THE
 DJ0647'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0647'ROUND, CONCRETE POST.  IT IS 23 FEET EAST OF THE CENTER OF A GRAVEL
 DJ0647'ROAD, 13 FEET NORTHEAST OF A CORNER FENCE POST, 21 FEET NORTHWEST OF A
 DJ0647'12-INCH FORKED PINE TREE, 54 FEET SOUTHWEST OF A 36-INCH OAK TREE, 2
 DJ0647'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 DJ0647'ROAD, AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1293 ***********************************************************************
 DK1293  DESIGNATION -  82 V 19 W
 DK1293  PID         -  DK1293
 DK1293  STATE/COUNTY-  MS/WASHINGTON
 DK1293  USGS QUAD   -  GREENVILLE (1970)
 DK1293
 DK1293                         *CURRENT SURVEY CONTROL
 DK1293  ___________________________________________________________________
 DK1293* NAD 83(1986)-  33 23 59.     (N)    091 01 14.     (W)     SCALED    
 DK1293* NAVD 88     -        36.647  (meters)     120.23   (feet)  ADJUSTED  
 DK1293  ___________________________________________________________________
 DK1293  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1293  DYNAMIC HT  -          36.608 (meters)     120.10  (feet)  COMP
 DK1293  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DK1293
 DK1293  VERT ORDER  -  FIRST     CLASS I
 DK1293
 DK1293.The horizontal coordinates were scaled from a topographic map and have
 DK1293.an estimated accuracy of +/- 6 seconds.
 DK1293
 DK1293.The orthometric height was determined by differential leveling
 DK1293.and adjusted in June 1991.
 DK1293
 DK1293.The geoid height was determined by GEOID03.
 DK1293
 DK1293.The dynamic height is computed by dividing the NAVD 88
 DK1293.geopotential number by the normal gravity value computed on the
 DK1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1293.degrees latitude (g = 980.6199 gals.).
 DK1293
 DK1293.The modeled gravity was interpolated from observed gravity values.
 DK1293
 DK1293;                    North         East    Units  Estimated Accuracy
 DK1293;SPC MS W     -   432,580.      636,070.      MT  (+/- 180 meters Scaled)
 DK1293
 DK1293                          SUPERSEDED SURVEY CONTROL
 DK1293
 DK1293  NGVD 29 (??/??/??)   36.695  (m)          120.39   (f) ADJUSTED    1 1
 DK1293
 DK1293.Superseded values are not recommended for survey control.
 DK1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1293.See file dsdata.txt to determine how the superseded data were derived.
 DK1293
 DK1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS840973(NAD 83)
 DK1293_MARKER: DD = SURVEY DISK
 DK1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1293_STAMPING: BM 82V-19W 1966
 DK1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1293+STABILITY: SURFACE MOTION
 DK1293
 DK1293  HISTORY     - Date     Condition        Report By
 DK1293  HISTORY     - 1966     MONUMENTED       MSHD
 DK1293  HISTORY     - 1973     GOOD             NGS
 DK1293  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK1293
 DK1293                          STATION DESCRIPTION
 DK1293
 DK1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1293'0.95 MI E FROM GREENVILLE.
 DK1293'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK1293'STATE HIGHWAY 1, ABOUT 254 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 DK1293'OF THE CALVARY BAPTIST CHURCH, 59 FEET NORTH OF THE CENTER LINE OF THE
 DK1293'HIGHWAY, 40 FEET NORTHWEST OF THE CENTER OF A DRAIN, 34 FEET NORTHWEST
 DK1293'OF AN 18 INCH OAK TREE, 4.5 FEET EAST OF POWER POLE 99, 1 FOOT WEST OF
 DK1293'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 DK1293'A CONCRETE POST PROJECTING 0.2 FOOT.  1/4, SEC. 17, T 18N, R 8W.
 DK1293
 DK1293                          STATION RECOVERY (1992)
 DK1293
 DK1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1293'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0864 ***********************************************************************
 DJ0864  DESIGNATION -  82 V 190
 DJ0864  PID         -  DJ0864
 DJ0864  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0864  USGS QUAD   -  STARKVILLE (1982)
 DJ0864
 DJ0864                         *CURRENT SURVEY CONTROL
 DJ0864  ___________________________________________________________________
 DJ0864* NAD 83(1986)-  33 27 43.     (N)    088 52 21.     (W)     SCALED    
 DJ0864* NAVD 88     -        79.482  (meters)     260.77   (feet)  ADJUSTED  
 DJ0864  ___________________________________________________________________
 DJ0864  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ0864  DYNAMIC HT  -          79.397 (meters)     260.49  (feet)  COMP
 DJ0864  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DJ0864
 DJ0864  VERT ORDER  -  SECOND    CLASS 0
 DJ0864
 DJ0864.The horizontal coordinates were scaled from a topographic map and have
 DJ0864.an estimated accuracy of +/- 6 seconds.
 DJ0864
 DJ0864.The orthometric height was determined by differential leveling
 DJ0864.and adjusted in June 1991.
 DJ0864
 DJ0864.The geoid height was determined by GEOID03.
 DJ0864
 DJ0864.The dynamic height is computed by dividing the NAVD 88
 DJ0864.geopotential number by the normal gravity value computed on the
 DJ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0864.degrees latitude (g = 980.6199 gals.).
 DJ0864
 DJ0864.The modeled gravity was interpolated from observed gravity values.
 DJ0864
 DJ0864;                    North         East    Units  Estimated Accuracy
 DJ0864;SPC MS E     -   439,270.      296,360.      MT  (+/- 180 meters Scaled)
 DJ0864
 DJ0864                          SUPERSEDED SURVEY CONTROL
 DJ0864
 DJ0864  NGVD 29 (??/??/92)   79.441  (m)          260.63   (f) ADJ UNCH    2 0
 DJ0864
 DJ0864.Superseded values are not recommended for survey control.
 DJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0864.See file dsdata.txt to determine how the superseded data were derived.
 DJ0864
 DJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC259040(NAD 83)
 DJ0864_MARKER: DD = SURVEY DISK
 DJ0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0864_SP_SET: ABUTMENT
 DJ0864_STAMPING: 82V-190 1964
 DJ0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0864+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DJ0864
 DJ0864  HISTORY     - Date     Condition        Report By
 DJ0864  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0864  HISTORY     - 1965     GOOD             MSHD
 DJ0864  HISTORY     - 1970     GOOD             NGS
 DJ0864  HISTORY     - 20051204 GOOD             MSSU
 DJ0864  HISTORY     - 20060812 GOOD             GEOCAC
 DJ0864
 DJ0864                          STATION DESCRIPTION
 DJ0864
 DJ0864'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0864'3.4 MI W FROM STARKVILLE.
 DJ0864'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0864'ON WASHINGTON STREET FOR 2 BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0864'TURN LEFT, WEST AND GO 3.25 MILES TO A CONCRETE BRIDGE AND THE MARK ON
 DJ0864'THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE. IT IS
 DJ0864'SET IN THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE, 15.5 FEET NORTH OF
 DJ0864'THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 DJ0864
 DJ0864                          STATION RECOVERY (1970)
 DJ0864
 DJ0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ0864'RECOVERED IN GOOD CONDITION.
 DJ0864
 DJ0864                          STATION RECOVERY (2005)
 DJ0864
 DJ0864'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 DJ0864'MARK LOCATED IN FAR NORTHWEST CORNER OF BRIDGE, BEHIND A PROTECTIVE
 DJ0864'BARRIER ATTACHED TO THE BRIDGE.  CIRCLE SHAPED OBJECT IN CONCRETE.
 DJ0864
 DJ0864                          STATION RECOVERY (2006)
 DJ0864
 DJ0864'RECOVERY NOTE BY GEOCACHING 2006 (JAM)
 DJ0864'MARKER IS VERY STABLE, IN NW ABUTMENT OF CONCRETE BRIDGE. MARKED 1964,
 DJ0864'82V-190.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0863 ***********************************************************************
 DJ0863  DESIGNATION -  82 V 191
 DJ0863  PID         -  DJ0863
 DJ0863  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0863  USGS QUAD   -  STARKVILLE (1982)
 DJ0863
 DJ0863                         *CURRENT SURVEY CONTROL
 DJ0863  ___________________________________________________________________
 DJ0863* NAD 83(1986)-  33 27 41.     (N)    088 51 44.     (W)     SCALED    
 DJ0863* NAVD 88     -        87.442  (meters)     286.88   (feet)  ADJUSTED  
 DJ0863  ___________________________________________________________________
 DJ0863  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ0863  DYNAMIC HT  -          87.349 (meters)     286.58  (feet)  COMP
 DJ0863  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DJ0863
 DJ0863  VERT ORDER  -  SECOND    CLASS 0
 DJ0863
 DJ0863.The horizontal coordinates were scaled from a topographic map and have
 DJ0863.an estimated accuracy of +/- 6 seconds.
 DJ0863
 DJ0863.The orthometric height was determined by differential leveling
 DJ0863.and adjusted in June 1991.
 DJ0863
 DJ0863.The geoid height was determined by GEOID03.
 DJ0863
 DJ0863.The dynamic height is computed by dividing the NAVD 88
 DJ0863.geopotential number by the normal gravity value computed on the
 DJ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0863.degrees latitude (g = 980.6199 gals.).
 DJ0863
 DJ0863.The modeled gravity was interpolated from observed gravity values.
 DJ0863
 DJ0863;                    North         East    Units  Estimated Accuracy
 DJ0863;SPC MS E     -   439,210.      297,320.      MT  (+/- 180 meters Scaled)
 DJ0863
 DJ0863                          SUPERSEDED SURVEY CONTROL
 DJ0863
 DJ0863  NGVD 29 (??/??/92)   87.399  (m)          286.74   (f) ADJ UNCH    2 0
 DJ0863
 DJ0863.Superseded values are not recommended for survey control.
 DJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0863.See file dsdata.txt to determine how the superseded data were derived.
 DJ0863
 DJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC269039(NAD 83)
 DJ0863_MARKER: DD = SURVEY DISK
 DJ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0863_STAMPING: 82V-191 1964
 DJ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0863+STABILITY: SURFACE MOTION
 DJ0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0863+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DJ0863
 DJ0863  HISTORY     - Date     Condition        Report By
 DJ0863  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0863  HISTORY     - 1965     GOOD             MSHD
 DJ0863  HISTORY     - 20060413 GOOD             MSSU
 DJ0863  HISTORY     - 20060812 GOOD             GEOCAC
 DJ0863
 DJ0863                          STATION DESCRIPTION
 DJ0863
 DJ0863'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0863'2.80 MI W FROM STARKVILLE.
 DJ0863'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0863'ON WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0863'TURN LEFT, WEST AND GO 2.65 MILES TO A PRIVATE SIDE ROAD ON THE LEFT
 DJ0863'AND THE MARK.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ0863'CONCRETE POST.  IT IS 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DJ0863'82 FEET WEST OF A TELEPHONE LINE POLE, 23 FEET EAST OF THE CENTER OF A
 DJ0863'PRIVATE ROAD, 7 FEET NORTH OF A CORNER FENCE POST, 22 FEET SOUTHEAST
 DJ0863'OF THE EAST END OF A 12-INCH CONCRETE PIPE UNDER THE SIDE ROAD, 2 FEET
 DJ0863'ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND. NOTE-- BM IS
 DJ0863'3 INCHES UNDER GROUND.
 DJ0863
 DJ0863                          STATION RECOVERY (2006)
 DJ0863
 DJ0863'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 DJ0863'RECOVERED IN GOOD CONDITION.
 DJ0863
 DJ0863                          STATION RECOVERY (2006)
 DJ0863
 DJ0863'RECOVERY NOTE BY GEOCACHING 2006 (JAM)
 DJ0863'FOUND 12 INCHES IN FRONT OF WITNESS POST, IN GOOD SHAPE, APPROXIMATELY
 DJ0863'1 INCH BELOW GROUND LEVEL. MARKED AS 1964, 82V-191. APPEARS TO BE VERY
 DJ0863'STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0862 ***********************************************************************
 DJ0862  DESIGNATION -  82 V 192
 DJ0862  PID         -  DJ0862
 DJ0862  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0862  USGS QUAD   -  STARKVILLE (1982)
 DJ0862
 DJ0862                         *CURRENT SURVEY CONTROL
 DJ0862  ___________________________________________________________________
 DJ0862* NAD 83(1986)-  33 27 42.     (N)    088 50 50.     (W)     SCALED    
 DJ0862* NAVD 88     -        98.507  (meters)     323.19   (feet)  ADJUSTED  
 DJ0862  ___________________________________________________________________
 DJ0862  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DJ0862  DYNAMIC HT  -          98.402 (meters)     322.84  (feet)  COMP
 DJ0862  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DJ0862
 DJ0862  VERT ORDER  -  SECOND    CLASS 0
 DJ0862
 DJ0862.The horizontal coordinates were scaled from a topographic map and have
 DJ0862.an estimated accuracy of +/- 6 seconds.
 DJ0862
 DJ0862.The orthometric height was determined by differential leveling
 DJ0862.and adjusted in June 1991.
 DJ0862
 DJ0862.The geoid height was determined by GEOID03.
 DJ0862
 DJ0862.The dynamic height is computed by dividing the NAVD 88
 DJ0862.geopotential number by the normal gravity value computed on the
 DJ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0862.degrees latitude (g = 980.6199 gals.).
 DJ0862
 DJ0862.The modeled gravity was interpolated from observed gravity values.
 DJ0862
 DJ0862;                    North         East    Units  Estimated Accuracy
 DJ0862;SPC MS E     -   439,240.      298,710.      MT  (+/- 180 meters Scaled)
 DJ0862
 DJ0862                          SUPERSEDED SURVEY CONTROL
 DJ0862
 DJ0862  NGVD 29 (??/??/92)   98.464  (m)          323.04   (f) ADJ UNCH    2 0
 DJ0862
 DJ0862.Superseded values are not recommended for survey control.
 DJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0862.See file dsdata.txt to determine how the superseded data were derived.
 DJ0862
 DJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC283039(NAD 83)
 DJ0862_MARKER: DD = SURVEY DISK
 DJ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0862_STAMPING: 82V-192 1964
 DJ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0862+STABILITY: SURFACE MOTION
 DJ0862
 DJ0862  HISTORY     - Date     Condition        Report By
 DJ0862  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0862  HISTORY     - 1965     GOOD             MSHD
 DJ0862  HISTORY     - 1970     GOOD             NGS
 DJ0862  HISTORY     - 1981     GOOD             LOCSUR
 DJ0862
 DJ0862                          STATION DESCRIPTION
 DJ0862
 DJ0862'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0862'1.95 MI W FROM STARKVILLE.
 DJ0862'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0862'ON WASHINGTON STREET FOR 2 BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0862'TURN LEFT, WEST AND GO 1.80 MILES TO THE MARK ON THE LEFT.  THE MARK
 DJ0862'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 45
 DJ0862'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 89.5 FEET WEST OF A
 DJ0862'TELEPHONE LINE POLE (NO. 9 1/2), 80 FEET EAST OF THE CENTER OF A
 DJ0862'DRIVEWAY, 3 FEET EAST OF A TELEPHONE LINE POLE (NO. 10), 5 FEET NORTH
 DJ0862'OF A FENCE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 DJ0862'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0862
 DJ0862                          STATION RECOVERY (1970)
 DJ0862
 DJ0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ0862'RECOVERED IN GOOD CONDITION.
 DJ0862
 DJ0862                          STATION RECOVERY (1981)
 DJ0862
 DJ0862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0862'DISK OR PLOW HAS SHEARED OFF THE CAP OF DISK. THE SHANK AND CAP
 DJ0862'IMPRESSION REMIAN IN CONC. POST WHICH IS STILL SOLID AND APPEARS TO
 DJ0862'BE UNDISTURBED EXCEPT FOR MINOR NICKS ON TOP. ELEVATION ACCURATE TO
 DJ0862'LESS THAN 1 CENTIMETER STILL AVAILABLE AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0860 ***********************************************************************
 DJ0860  DESIGNATION -  82 V 193
 DJ0860  PID         -  DJ0860
 DJ0860  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0860  USGS QUAD   -  STARKVILLE (1982)
 DJ0860
 DJ0860                         *CURRENT SURVEY CONTROL
 DJ0860  ___________________________________________________________________
 DJ0860* NAD 83(1986)-  33 27 57.     (N)    088 49 12.     (W)     SCALED    
 DJ0860* NAVD 88     -       101.748  (meters)     333.82   (feet)  ADJUSTED  
 DJ0860  ___________________________________________________________________
 DJ0860  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ0860  DYNAMIC HT  -         101.639 (meters)     333.46  (feet)  COMP
 DJ0860  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DJ0860
 DJ0860  VERT ORDER  -  SECOND    CLASS 0
 DJ0860
 DJ0860.The horizontal coordinates were scaled from a topographic map and have
 DJ0860.an estimated accuracy of +/- 6 seconds.
 DJ0860
 DJ0860.The orthometric height was determined by differential leveling
 DJ0860.and adjusted in June 1991.
 DJ0860
 DJ0860.The geoid height was determined by GEOID03.
 DJ0860
 DJ0860.The dynamic height is computed by dividing the NAVD 88
 DJ0860.geopotential number by the normal gravity value computed on the
 DJ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0860.degrees latitude (g = 980.6199 gals.).
 DJ0860
 DJ0860.The modeled gravity was interpolated from observed gravity values.
 DJ0860
 DJ0860;                    North         East    Units  Estimated Accuracy
 DJ0860;SPC MS E     -   439,700.      301,240.      MT  (+/- 180 meters Scaled)
 DJ0860
 DJ0860                          SUPERSEDED SURVEY CONTROL
 DJ0860
 DJ0860  NGVD 29 (??/??/92)  101.704  (m)          333.67   (f) ADJ UNCH    2 0
 DJ0860
 DJ0860.Superseded values are not recommended for survey control.
 DJ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0860.See file dsdata.txt to determine how the superseded data were derived.
 DJ0860
 DJ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC308044(NAD 83)
 DJ0860_MARKER: DD = SURVEY DISK
 DJ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0860_STAMPING: 82V-193 1964
 DJ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0860+STABILITY: SURFACE MOTION
 DJ0860
 DJ0860  HISTORY     - Date     Condition        Report By
 DJ0860  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0860  HISTORY     - 1965     GOOD             MSHD
 DJ0860  HISTORY     - 1969     GOOD             NGS
 DJ0860  HISTORY     - 20080406 GOOD             MSSU
 DJ0860
 DJ0860                          STATION DESCRIPTION
 DJ0860
 DJ0860'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0860'0.3 MI NW FROM STARKVILLE.
 DJ0860'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0860'ON WASHINGTON STREET FOR 2 BLOCKS TO U. S. HIGHWAY 82, TURN LEFT, WEST
 DJ0860'AND GO 0.15 MILE TO THE DERBY RESTAURANT ON THE RIGHT AND THE MARK AS
 DJ0860'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ0860'CONCRETE POST.  IT IS 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DJ0860'35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESTAURANT, 2 FEET
 DJ0860'EAST OF A POWERLINE POLE, 20 FEET WEST OF THE WEST EDGE OF A CONCRETE
 DJ0860'PARKING AREA, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 DJ0860'LEVEL OF U. S. HIGHWAY 82 AND FLUSH WITH THE GROUND.
 DJ0860
 DJ0860                          STATION RECOVERY (1969)
 DJ0860
 DJ0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DJ0860'RECOVERED IN GOOD CONDITION.
 DJ0860
 DJ0860                          STATION RECOVERY (2008)
 DJ0860
 DJ0860'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (MDV)
 DJ0860'MARKER IS NOW 6 INCHES WEST OF A POWER LINE POLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0861 ***********************************************************************
 DJ0861  DESIGNATION -  82 V 194
 DJ0861  PID         -  DJ0861
 DJ0861  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0861  USGS QUAD   -  STARKVILLE (1982)
 DJ0861
 DJ0861                         *CURRENT SURVEY CONTROL
 DJ0861  ___________________________________________________________________
 DJ0861* NAD 83(1986)-  33 27 48.     (N)    088 49 56.     (W)     SCALED    
 DJ0861* NAVD 88     -        98.480  (meters)     323.10   (feet)  ADJUSTED  
 DJ0861  ___________________________________________________________________
 DJ0861  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ0861  DYNAMIC HT  -          98.375 (meters)     322.75  (feet)  COMP
 DJ0861  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DJ0861
 DJ0861  VERT ORDER  -  SECOND    CLASS 0
 DJ0861
 DJ0861.The horizontal coordinates were scaled from a topographic map and have
 DJ0861.an estimated accuracy of +/- 6 seconds.
 DJ0861
 DJ0861.The orthometric height was determined by differential leveling
 DJ0861.and adjusted in June 1991.
 DJ0861
 DJ0861.The geoid height was determined by GEOID03.
 DJ0861
 DJ0861.The dynamic height is computed by dividing the NAVD 88
 DJ0861.geopotential number by the normal gravity value computed on the
 DJ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0861.degrees latitude (g = 980.6199 gals.).
 DJ0861
 DJ0861.The modeled gravity was interpolated from observed gravity values.
 DJ0861
 DJ0861;                    North         East    Units  Estimated Accuracy
 DJ0861;SPC MS E     -   439,420.      300,100.      MT  (+/- 180 meters Scaled)
 DJ0861
 DJ0861                          SUPERSEDED SURVEY CONTROL
 DJ0861
 DJ0861  NGVD 29 (??/??/92)   98.436  (m)          322.95   (f) ADJ UNCH    2 0
 DJ0861
 DJ0861.Superseded values are not recommended for survey control.
 DJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0861.See file dsdata.txt to determine how the superseded data were derived.
 DJ0861
 DJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC297041(NAD 83)
 DJ0861_MARKER: DD = SURVEY DISK
 DJ0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0861_STAMPING: 82V-194 1964
 DJ0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0861+STABILITY: SURFACE MOTION
 DJ0861
 DJ0861  HISTORY     - Date     Condition        Report By
 DJ0861  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0861  HISTORY     - 1965     GOOD             MSHD
 DJ0861  HISTORY     - 1970     GOOD             NGS
 DJ0861  HISTORY     - 20070812 POOR             GEOCAC
 DJ0861
 DJ0861                          STATION DESCRIPTION
 DJ0861
 DJ0861'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0861'1.05 MI W FROM STARKVILLE.
 DJ0861'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0861'ON WASHINGTON STREET FOR 2 BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0861'TURN LEFT, WEST AND GO 0.9 MILE TO THE MARK ON THE LEFT.  THE MARK IS
 DJ0861'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 55
 DJ0861'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF THE
 DJ0861'CENTER OF A BLACKTOP STREET, 13 FEET WEST OF A POWERLINE POLE, 52 FEET
 DJ0861'WEST OF A FIRE PLUG, 3.5 FEET NORTH OF A RIGHT-OF-WAY MARKER, 5 FEET
 DJ0861'NORTH OF A FENCE, 13 FEET WEST OF A FENCE CORNER POST, 2 FEET ABOVE
 DJ0861'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0861
 DJ0861                          STATION RECOVERY (1970)
 DJ0861
 DJ0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ0861'RECOVERED IN GOOD CONDITION.
 DJ0861
 DJ0861                          STATION RECOVERY (2007)
 DJ0861
 DJ0861'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ0861'THE MARKER IS THERE AND STABLE, BUT THE BRASS DISC HAS BEEN CLIPPED,
 DJ0861'PROBABLY BY A MOWER BLADE.  THE '8' OF THE '82' IS MISSING DUE TO THE
 DJ0861'CLIPPED AREA. OTHERWISE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0847 ***********************************************************************
 DJ0847  DESIGNATION -  82 V 195
 DJ0847  PID         -  DJ0847
 DJ0847  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0847  USGS QUAD   -  STARKVILLE (1982)
 DJ0847
 DJ0847                         *CURRENT SURVEY CONTROL
 DJ0847  ___________________________________________________________________
 DJ0847* NAD 83(1986)-  33 27 29.     (N)    088 49 40.     (W)     SCALED    
 DJ0847* NAVD 88     -       104.210  (meters)     341.90   (feet)  ADJUSTED  
 DJ0847  ___________________________________________________________________
 DJ0847  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ0847  DYNAMIC HT  -         104.099 (meters)     341.53  (feet)  COMP
 DJ0847  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DJ0847
 DJ0847  VERT ORDER  -  SECOND    CLASS 0
 DJ0847
 DJ0847.The horizontal coordinates were scaled from a topographic map and have
 DJ0847.an estimated accuracy of +/- 6 seconds.
 DJ0847
 DJ0847.The orthometric height was determined by differential leveling
 DJ0847.and adjusted in June 1991.
 DJ0847
 DJ0847.The geoid height was determined by GEOID03.
 DJ0847
 DJ0847.The dynamic height is computed by dividing the NAVD 88
 DJ0847.geopotential number by the normal gravity value computed on the
 DJ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0847.degrees latitude (g = 980.6199 gals.).
 DJ0847
 DJ0847.The modeled gravity was interpolated from observed gravity values.
 DJ0847
 DJ0847;                    North         East    Units  Estimated Accuracy
 DJ0847;SPC MS E     -   438,840.      300,520.      MT  (+/- 180 meters Scaled)
 DJ0847
 DJ0847                          SUPERSEDED SURVEY CONTROL
 DJ0847
 DJ0847  NGVD 29 (??/??/92)  104.167  (m)          341.75   (f) ADJ UNCH    2 0
 DJ0847
 DJ0847.Superseded values are not recommended for survey control.
 DJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0847.See file dsdata.txt to determine how the superseded data were derived.
 DJ0847
 DJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC301035(NAD 83)
 DJ0847_MARKER: DD = SURVEY DISK
 DJ0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0847_SP_SET: WATER TANK LEG
 DJ0847_STAMPING: 82V-195 1964
 DJ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0847+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 DJ0847
 DJ0847  HISTORY     - Date     Condition        Report By
 DJ0847  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0847  HISTORY     - 1965     GOOD             MSHD
 DJ0847  HISTORY     - 1972     GOOD             NGS
 DJ0847  HISTORY     - 1985     GOOD             MSU
 DJ0847  HISTORY     - 20031130 GOOD             NGS
 DJ0847
 DJ0847                          STATION DESCRIPTION
 DJ0847
 DJ0847'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0847'IN STARKVILLE.
 DJ0847'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO WEST ON
 DJ0847'MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF WILSON STREET, TURN
 DJ0847'LEFT, SOUTHWEST ON WILSON FOR 1 MILE TO THE INTERSECTION OF LAMPKIN
 DJ0847'STREET, TURN RIGHT, WEST ON LAMPKIN STREET FOR .05 MILE TO THE
 DJ0847'INTERSECTION OF GREENSBORO STREET, TURN LEFT, SOUTHWEST ON GREENSBORO
 DJ0847'STREET FOR .15 MILE TO STARKVILLE JUNIOR HIGH SCHOOL ON THE LEFT,
 DJ0847'CONTINUE SOUTHWEST ON GREENSBORO STREET FOR .1 MILE TO INTERSECTION OF
 DJ0847'WHITFIELD STREET, TURN LEFT, SOUTH, ON WHITFIELD STREET FOR .4 MILE TO
 DJ0847'INTERSECTION OF SCALES STREET, TURN LEFT, EAST ON SCALES FOR 1/2 BLOCK
 DJ0847'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A
 DJ0847'DRILLED HOLE.  IT IS IN THE SOUTHEAST LEG OF A 5 LEG WATER TANK
 DJ0847'(STARKVILLE MUNICIPAL) ON SCALES STREET, 130 FEET NORTH OF SCALES
 DJ0847'STREET, 40 FEET NORTH OF A BRICK PUMP HOUSE AND 8 INCHES ABOVE THE
 DJ0847'LEVEL OF THE GROUND.
 DJ0847
 DJ0847                          STATION RECOVERY (1972)
 DJ0847
 DJ0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0847'RECOVERED IN GOOD CONDITION.
 DJ0847
 DJ0847                          STATION RECOVERY (1985)
 DJ0847
 DJ0847'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DJ0847'RECOVERED IN GOOD CONDITION.
 DJ0847
 DJ0847                          STATION RECOVERY (2003)
 DJ0847
 DJ0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 DJ0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0851 ***********************************************************************
 DJ0851  DESIGNATION -  82 V 196
 DJ0851  PID         -  DJ0851
 DJ0851  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0851  USGS QUAD   -  STARKVILLE (1982)
 DJ0851
 DJ0851                         *CURRENT SURVEY CONTROL
 DJ0851  ___________________________________________________________________
 DJ0851* NAD 83(1986)-  33 26 13.     (N)    088 50 43.     (W)     SCALED    
 DJ0851* NAVD 88     -        99.454  (meters)     326.29   (feet)  ADJUSTED  
 DJ0851  ___________________________________________________________________
 DJ0851  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ0851  DYNAMIC HT  -          99.347 (meters)     325.94  (feet)  COMP
 DJ0851  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DJ0851
 DJ0851  VERT ORDER  -  SECOND    CLASS 0
 DJ0851
 DJ0851.This mark is at George M Bryan Airport (STF)
 DJ0851
 DJ0851.The horizontal coordinates were scaled from a topographic map and have
 DJ0851.an estimated accuracy of +/- 6 seconds.
 DJ0851
 DJ0851.The orthometric height was determined by differential leveling
 DJ0851.and adjusted in June 1991.
 DJ0851
 DJ0851.The geoid height was determined by GEOID03.
 DJ0851
 DJ0851.The dynamic height is computed by dividing the NAVD 88
 DJ0851.geopotential number by the normal gravity value computed on the
 DJ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0851.degrees latitude (g = 980.6199 gals.).
 DJ0851
 DJ0851.The modeled gravity was interpolated from observed gravity values.
 DJ0851
 DJ0851;                    North         East    Units  Estimated Accuracy
 DJ0851;SPC MS E     -   436,500.      298,890.      MT  (+/- 180 meters Scaled)
 DJ0851
 DJ0851                          SUPERSEDED SURVEY CONTROL
 DJ0851
 DJ0851  NGVD 29 (??/??/92)   99.412  (m)          326.15   (f) ADJ UNCH    2 0
 DJ0851
 DJ0851.Superseded values are not recommended for survey control.
 DJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0851.See file dsdata.txt to determine how the superseded data were derived.
 DJ0851
 DJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC284012(NAD 83)
 DJ0851_MARKER: DD = SURVEY DISK
 DJ0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0851_SP_SET: FOUNDATION
 DJ0851_STAMPING: BM 82V 196 1964
 DJ0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0851
 DJ0851  HISTORY     - Date     Condition        Report By
 DJ0851  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0851  HISTORY     - 1976     GOOD             MSHD
 DJ0851
 DJ0851                          STATION DESCRIPTION
 DJ0851
 DJ0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DJ0851'1.75 MI SW FROM STARKVILLE.
 DJ0851'THE MARK IS LOCATED 1.75 MILES SOUTHWEST OF STARKVILLE NEAR THE
 DJ0851'NORTHEAST CORNER OF AN ABANDONED CONCRETE SLAB IN BETWEEN AN ABANDONED
 DJ0851'RUNWAY AND AN ABANDONED TAXI STRIP IN THE SOUTHWEST 1/4 OF THE
 DJ0851'NORTHWEST 1/4 OF SECTION 9, T 18N, R 14E.  IT IS 99 FEET NORTHWEST OF
 DJ0851'THE NORTHWEST EDGE OF AN ABANDONED RUNWAY, 149 FEET EAST OF A T FENCE
 DJ0851'CORNER IN A CYCLONE FENCE, 4 FEET SOUTH OF THE EXTENDED EAST END OF
 DJ0851'THE CYCLONE FENCE, 47 FEET SOUTH OF THE CENTER OF AN ABANDONED TAXI
 DJ0851'STRIP, 1.5 FEET EAST OF THE NORTHEAST CORNER OF AN ABANDONED CONCRETE
 DJ0851'FOUNDATION, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 DJ0851'ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 DJ0851'JUNCTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 12 IN THE WEST EDGE OF
 DJ0851'STARKVILLE GO WEST ON STATE HIGHWAY 12 FOR 1.6 MILES TO A CROSSROAD.
 DJ0851'TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD LEADING TO THE AIRPORT FOR
 DJ0851'0.3 MILE TO THE RASPET RESEARCH LABORATORY BUILDING ON THE RIGHT.
 DJ0851'CONTINUE SOUTH ON A BLACK TOP ROAD FOR 0.3 MILE TO AN ABANDONED
 DJ0851'RUNWAY.  TURN LEFT AND GO NORTHEAST ON AN ABANDONED RUNWAY FOR 0.35
 DJ0851'MILE TO THE MARK ON THE LEFT JUST BEFORE REACHING THE END OF THE
 DJ0851'RUNWAY AND THE JUNCTION OF AN ABANDONED TAXI STRIP. NOTE-- THE BURNES
 DJ0851'AIRCRAFT SERVICE BUILDING HAS BEEN TORN DOWN LEAVING ONLY THE CONCRETE
 DJ0851'SLAB.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0852 ***********************************************************************
 DJ0852  DESIGNATION -  82 V 197
 DJ0852  PID         -  DJ0852
 DJ0852  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0852  USGS QUAD   -  STARKVILLE (1982)
 DJ0852
 DJ0852                         *CURRENT SURVEY CONTROL
 DJ0852  ___________________________________________________________________
 DJ0852* NAD 83(1986)-  33 26 21.     (N)    088 51 08.     (W)     SCALED    
 DJ0852* NAVD 88     -        98.944  (meters)     324.62   (feet)  ADJUSTED  
 DJ0852  ___________________________________________________________________
 DJ0852  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0852  DYNAMIC HT  -          98.837 (meters)     324.27  (feet)  COMP
 DJ0852  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DJ0852
 DJ0852  VERT ORDER  -  SECOND    CLASS 0
 DJ0852
 DJ0852.This mark is at George M Bryan Airport (STF)
 DJ0852
 DJ0852.The horizontal coordinates were scaled from a topographic map and have
 DJ0852.an estimated accuracy of +/- 6 seconds.
 DJ0852
 DJ0852.The orthometric height was determined by differential leveling
 DJ0852.and adjusted in June 1991.
 DJ0852
 DJ0852.The geoid height was determined by GEOID03.
 DJ0852
 DJ0852.The dynamic height is computed by dividing the NAVD 88
 DJ0852.geopotential number by the normal gravity value computed on the
 DJ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0852.degrees latitude (g = 980.6199 gals.).
 DJ0852
 DJ0852.The modeled gravity was interpolated from observed gravity values.
 DJ0852
 DJ0852;                    North         East    Units  Estimated Accuracy
 DJ0852;SPC MS E     -   436,740.      298,240.      MT  (+/- 180 meters Scaled)
 DJ0852
 DJ0852                          SUPERSEDED SURVEY CONTROL
 DJ0852
 DJ0852  NGVD 29 (??/??/92)   98.901  (m)          324.48   (f) ADJ UNCH    2 0
 DJ0852
 DJ0852.Superseded values are not recommended for survey control.
 DJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0852.See file dsdata.txt to determine how the superseded data were derived.
 DJ0852
 DJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC278015(NAD 83)
 DJ0852_MARKER: DD = SURVEY DISK
 DJ0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0852_SP_SET: CONCRETE FILE
 DJ0852_STAMPING: BM 82V 197 1964
 DJ0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0852
 DJ0852  HISTORY     - Date     Condition        Report By
 DJ0852  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0852  HISTORY     - 1976     GOOD             MSHD
 DJ0852
 DJ0852                          STATION DESCRIPTION
 DJ0852
 DJ0852'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DJ0852'2.55 MI SW FROM STARKVILLE.
 DJ0852'THE MARK IS LOCATED 2.55 MILES SOUTHWEST OF STARKVILLE NEAR THE
 DJ0852'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING NOW OCCUPIED BY THE
 DJ0852'CIVIL AIR PATROL ON THE SOUTHEAST SIDE OF AN ABANDONED RUNWAY AT THE
 DJ0852'STARKVILLE MUNICIPAL AIRPORT ABOUT 150 YARDS.  IT IS 86.5 FEET EAST OF
 DJ0852'A POWER POLE WITH A LAMP, A METER, A TRANSFORMER, AND GUY WIRES, 2.7
 DJ0852'FEET SOUTH OF THE NORTH EDGE OF A WALK, 3.45 FEET EAST OF THE WEST
 DJ0852'EDGE OF A WALK, 0.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DJ0852'CONCRETE BLOCK BUILDING, SET IN CONCRETE ENCASED BY A CONCRETE TILE
 DJ0852'SURROUNDED BY A WALK AND IS ABOUT 8 INCHES ABOVE THE GROUND.  TO REACH
 DJ0852'FROM THE JUNCTION OF STATE HIGHWAY 25 AND 12 IN THE WEST SECTION OF
 DJ0852'STARKVILLE GO WEST ON STATE HIGHWAY 12 FOR 1.6 MILES TO A CROSSROAD.
 DJ0852'CONTINUE SOUTHWEST ON STATE HIGHWAY 12 FOR 0.3 MILE TO A SIDE ROAD
 DJ0852'LEFT.  TURN LEFT AND GO SOUTH ON A NARROW GRAVELED ROAD FOR 0.55 MILE
 DJ0852'TO AN ABANDONED TAXI STRIP.  TURN RIGHT AND FOLLOW A WINDING BLACK TOP
 DJ0852'ROAD PAST A BEACON LIGHT FOR 0.35 MILE TO THE BUILDING AND THE MARK ON
 DJ0852'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0850 ***********************************************************************
 DJ0850  DESIGNATION -  82 V 198
 DJ0850  PID         -  DJ0850
 DJ0850  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0850  USGS QUAD   -  STARKVILLE (1982)
 DJ0850
 DJ0850                         *CURRENT SURVEY CONTROL
 DJ0850  ___________________________________________________________________
 DJ0850* NAD 83(1986)-  33 26 27.     (N)    088 50 54.     (W)     SCALED    
 DJ0850* NAVD 88     -       100.830  (meters)     330.81   (feet)  ADJUSTED  
 DJ0850  ___________________________________________________________________
 DJ0850  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0850  DYNAMIC HT  -         100.721 (meters)     330.45  (feet)  COMP
 DJ0850  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DJ0850
 DJ0850  VERT ORDER  -  SECOND    CLASS 0
 DJ0850
 DJ0850.The horizontal coordinates were scaled from a topographic map and have
 DJ0850.an estimated accuracy of +/- 6 seconds.
 DJ0850
 DJ0850.The orthometric height was determined by differential leveling
 DJ0850.and adjusted in June 1991.
 DJ0850
 DJ0850.The geoid height was determined by GEOID03.
 DJ0850
 DJ0850.The dynamic height is computed by dividing the NAVD 88
 DJ0850.geopotential number by the normal gravity value computed on the
 DJ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0850.degrees latitude (g = 980.6199 gals.).
 DJ0850
 DJ0850.The modeled gravity was interpolated from observed gravity values.
 DJ0850
 DJ0850;                    North         East    Units  Estimated Accuracy
 DJ0850;SPC MS E     -   436,930.      298,610.      MT  (+/- 180 meters Scaled)
 DJ0850
 DJ0850                          SUPERSEDED SURVEY CONTROL
 DJ0850
 DJ0850  NGVD 29 (??/??/92)  100.787  (m)          330.67   (f) ADJ UNCH    2 0
 DJ0850
 DJ0850.Superseded values are not recommended for survey control.
 DJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0850.See file dsdata.txt to determine how the superseded data were derived.
 DJ0850
 DJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC281016(NAD 83)
 DJ0850_MARKER: DD = SURVEY DISK
 DJ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0850_STAMPING: BM 82V 198 1964
 DJ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0850+STABILITY: SURFACE MOTION
 DJ0850
 DJ0850  HISTORY     - Date     Condition        Report By
 DJ0850  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0850  HISTORY     - 1976     GOOD             MSHD
 DJ0850  HISTORY     - 1984     GOOD             MSU
 DJ0850  HISTORY     - 1985     GOOD             MSU
 DJ0850  HISTORY     - 20081122 MARK NOT FOUND   MSSU
 DJ0850
 DJ0850                          STATION DESCRIPTION
 DJ0850
 DJ0850'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DJ0850'1.75 MI SW FROM STARKVILLE.
 DJ0850'THE MARK IS LOCATED 1.75 MILES SOUTHWEST OF STARKVILLE NEAR THE
 DJ0850'NORTHWEST CORNER OF A CYCLONE FENCE ON THE WEST SIDE OF RASPET FLIGHT
 DJ0850'RESEARCH LABORATORY BUILDING (MISSISSIPPI STATE UNIVERSITY) NEAR THE
 DJ0850'NORTHWEST CORNER OF THE STARKVILLE MUNICIPAL AIRPORT IN THE NORTHEAST
 DJ0850'1/4 OF SECTION 8, T 18N, R 14E.  IT IS 273 FEET NORTH OF THE CENTER OF
 DJ0850'A TAXI STRIP, 130 FEET WEST OF THE NORTHWEST CORNER OF A HANGAR, 19
 DJ0850'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE SLAB, 2.5 FEET
 DJ0850'NORTH OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 2.5 FEET WEST OF A
 DJ0850'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS
 DJ0850'FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25
 DJ0850'AND 12 IN THE WEST SECTION OF STARKVILLE GO WEST ON STATE HIGHWAY 12
 DJ0850'FOR 1.6 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A BLACK TOP
 DJ0850'ROAD FOR 0.25 MILE TO THE BUILDING AND THE MARK ON THE RIGHT.
 DJ0850
 DJ0850                          STATION RECOVERY (1984)
 DJ0850
 DJ0850'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1984
 DJ0850'RECOVERED IN GOOD CONDITION.
 DJ0850
 DJ0850                          STATION RECOVERY (1985)
 DJ0850
 DJ0850'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DJ0850'RECOVERED IN GOOD CONDITION.
 DJ0850
 DJ0850                          STATION RECOVERY (2008)
 DJ0850
 DJ0850'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (SEY)
 DJ0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0848 ***********************************************************************
 DJ0848  DESIGNATION -  82 V 199
 DJ0848  PID         -  DJ0848
 DJ0848  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0848  USGS QUAD   -  STARKVILLE (1982)
 DJ0848
 DJ0848                         *CURRENT SURVEY CONTROL
 DJ0848  ___________________________________________________________________
 DJ0848* NAD 83(1986)-  33 26 41.     (N)    088 50 44.     (W)     SCALED    
 DJ0848* NAVD 88     -       100.365  (meters)     329.28   (feet)  ADJUSTED  
 DJ0848  ___________________________________________________________________
 DJ0848  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0848  DYNAMIC HT  -         100.258 (meters)     328.93  (feet)  COMP
 DJ0848  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DJ0848
 DJ0848  VERT ORDER  -  SECOND    CLASS 0
 DJ0848
 DJ0848.The horizontal coordinates were scaled from a topographic map and have
 DJ0848.an estimated accuracy of +/- 6 seconds.
 DJ0848
 DJ0848.The orthometric height was determined by differential leveling
 DJ0848.and adjusted in June 1991.
 DJ0848
 DJ0848.The geoid height was determined by GEOID03.
 DJ0848
 DJ0848.The dynamic height is computed by dividing the NAVD 88
 DJ0848.geopotential number by the normal gravity value computed on the
 DJ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0848.degrees latitude (g = 980.6199 gals.).
 DJ0848
 DJ0848.The modeled gravity was interpolated from observed gravity values.
 DJ0848
 DJ0848;                    North         East    Units  Estimated Accuracy
 DJ0848;SPC MS E     -   437,360.      298,860.      MT  (+/- 180 meters Scaled)
 DJ0848
 DJ0848                          SUPERSEDED SURVEY CONTROL
 DJ0848
 DJ0848  NGVD 29 (??/??/92)  100.324  (m)          329.15   (f) ADJ UNCH    2 0
 DJ0848
 DJ0848.Superseded values are not recommended for survey control.
 DJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0848.See file dsdata.txt to determine how the superseded data were derived.
 DJ0848
 DJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC284021(NAD 83)
 DJ0848_MARKER: DD = SURVEY DISK
 DJ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0848_STAMPING: 82V-199 1964
 DJ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0848+STABILITY: SURFACE MOTION
 DJ0848
 DJ0848  HISTORY     - Date     Condition        Report By
 DJ0848  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0848  HISTORY     - 1965     GOOD             MSHD
 DJ0848  HISTORY     - 1975     GOOD             NGS
 DJ0848
 DJ0848                          STATION DESCRIPTION
 DJ0848
 DJ0848'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0848'1.55 MI SW FROM STARKVILLE.
 DJ0848'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND 12 IN
 DJ0848'THE SOUTH PART OF THE TOWN OF STARKVILLE, GO SOUTHWEST ON STATE
 DJ0848'HIGHWAY 12 FOR 1.55 MILES TO THE DRIVEWAY ON THE LEFT LEADING TO THE
 DJ0848'AIRPORT AND THE MARK IN THE SOUTHWEST ANGLE.  THE MARK IS A DISK SET
 DJ0848'IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED AT THE
 DJ0848'INTERSECTION OF STATE HIGHWAY 12 AND A DRIVEWAY, 72 FEET SOUTHEAST OF
 DJ0848'THE CENTERLINE OF HIGHWAY 12, 31 FEET SOUTHWEST OF THE CENTER OF THE
 DJ0848'ROAD OR DRIVEWAY LEADING TO THE STARKVILLE AIRPORT, 2 FEET SOUTHEAST
 DJ0848'OF A POWERLINE GUY POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 2
 DJ0848'FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0848
 DJ0848                          STATION RECOVERY (1975)
 DJ0848
 DJ0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DJ0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0849 ***********************************************************************
 DJ0849  DESIGNATION -  82 V 199 RESET 1975
 DJ0849  PID         -  DJ0849
 DJ0849  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0849  USGS QUAD   -  STARKVILLE (1982)
 DJ0849
 DJ0849                         *CURRENT SURVEY CONTROL
 DJ0849  ___________________________________________________________________
 DJ0849* NAD 83(1986)-  33 26 39.     (N)    088 50 47.     (W)     SCALED    
 DJ0849* NAVD 88     -       100.582  (meters)     329.99   (feet)  ADJUSTED  
 DJ0849  ___________________________________________________________________
 DJ0849  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0849  DYNAMIC HT  -         100.474 (meters)     329.64  (feet)  COMP
 DJ0849  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DJ0849
 DJ0849  VERT ORDER  -  SECOND    CLASS II
 DJ0849
 DJ0849.The horizontal coordinates were scaled from a topographic map and have
 DJ0849.an estimated accuracy of +/- 6 seconds.
 DJ0849
 DJ0849.The orthometric height was determined by differential leveling
 DJ0849.and adjusted in June 1991.
 DJ0849
 DJ0849.The geoid height was determined by GEOID03.
 DJ0849
 DJ0849.The dynamic height is computed by dividing the NAVD 88
 DJ0849.geopotential number by the normal gravity value computed on the
 DJ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0849.degrees latitude (g = 980.6199 gals.).
 DJ0849
 DJ0849.The modeled gravity was interpolated from observed gravity values.
 DJ0849
 DJ0849;                    North         East    Units  Estimated Accuracy
 DJ0849;SPC MS E     -   437,300.      298,790.      MT  (+/- 180 meters Scaled)
 DJ0849
 DJ0849                          SUPERSEDED SURVEY CONTROL
 DJ0849
 DJ0849  NGVD 29 (??/??/92)  100.541  (m)          329.86   (f) ADJ UNCH    2 2
 DJ0849
 DJ0849.Superseded values are not recommended for survey control.
 DJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0849.See file dsdata.txt to determine how the superseded data were derived.
 DJ0849
 DJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC283020(NAD 83)
 DJ0849_MARKER: DD = SURVEY DISK
 DJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0849_STAMPING: BM 82V 199 RESET 1975
 DJ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0849+STABILITY: SURFACE MOTION
 DJ0849
 DJ0849  HISTORY     - Date     Condition        Report By
 DJ0849  HISTORY     - 1975     MONUMENTED       MSHD
 DJ0849  HISTORY     - 20051203 MARK NOT FOUND   MSSU
 DJ0849
 DJ0849                          STATION DESCRIPTION
 DJ0849
 DJ0849'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0849'2.5 MI SW FROM STARKVILLE.
 DJ0849'THE MARK IS LOCATED 2.5 MILES SOUTHWEST OF STARKVILLE NEAR A POWER
 DJ0849'POLE IN BACK OF THE PETROLANE GAS CO. ABOUT 0.1 MILE SOUTHWEST OF THE
 DJ0849'STARKVILLE CORPORATE LIMITS SIGN IN THE NORTHEAST 1/4 OF SECTION 8, T
 DJ0849'18N, R 14E.  IT IS 180 FEET SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY
 DJ0849'12, 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 DJ0849'BUILDING, 51.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DJ0849'CYCLONE FENCE AROUND SEVERAL LARGE GAS TANKS, 31 FEET SOUTHEAST OF THE
 DJ0849'CENTER OF A CIRCULAR DRIVEWAY, 1.5 FEET EAST OF A POWER POLE WITH
 DJ0849'TRANSFORMERS AND GUY WIRES SET IN THE TOP OF A ROUND CONCRETE POST
 DJ0849'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DJ0849'GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND STATE
 DJ0849'HIGHWAY 25 ABOUT 1 MILE SOUTHWEST OF THE CENTER OF STARKVILLE GO WEST
 DJ0849'ON STATE HIGHWAY 12 FOR 1.6 MILES TO THE ENTRANCE TO THE AIRPORT.
 DJ0849'CONTINUE SOUTHWEST ON STATE HIGHWAY 12 FOR 0.1 MILE TO THE MARK ON THE
 DJ0849'LEFT.
 DJ0849
 DJ0849                          STATION RECOVERY (2005)
 DJ0849
 DJ0849'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 DJ0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0220 ***********************************************************************
 DJ0220  DESIGNATION -  82 V 2
 DJ0220  PID         -  DJ0220
 DJ0220  STATE/COUNTY-  MS/LOWNDES
 DJ0220  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0220
 DJ0220                         *CURRENT SURVEY CONTROL
 DJ0220  ___________________________________________________________________
 DJ0220* NAD 83(1986)-  33 30 57.     (N)    088 24 59.     (W)     SCALED    
 DJ0220* NAVD 88     -        62.936  (meters)     206.48   (feet)  ADJUSTED  
 DJ0220  ___________________________________________________________________
 DJ0220  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0220  DYNAMIC HT  -          62.869 (meters)     206.26  (feet)  COMP
 DJ0220  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DJ0220
 DJ0220  VERT ORDER  -  SECOND    CLASS 0
 DJ0220
 DJ0220.The horizontal coordinates were scaled from a topographic map and have
 DJ0220.an estimated accuracy of +/- 6 seconds.
 DJ0220
 DJ0220.The orthometric height was determined by differential leveling
 DJ0220.and adjusted in June 1991.
 DJ0220
 DJ0220.The geoid height was determined by GEOID03.
 DJ0220
 DJ0220.The dynamic height is computed by dividing the NAVD 88
 DJ0220.geopotential number by the normal gravity value computed on the
 DJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0220.degrees latitude (g = 980.6199 gals.).
 DJ0220
 DJ0220.The modeled gravity was interpolated from observed gravity values.
 DJ0220
 DJ0220;                    North         East    Units  Estimated Accuracy
 DJ0220;SPC MS E     -   445,330.      338,740.      MT  (+/- 180 meters Scaled)
 DJ0220
 DJ0220                          SUPERSEDED SURVEY CONTROL
 DJ0220
 DJ0220  NGVD 29 (??/??/92)   62.91   (m)          206.4    (f) COMPUTED    2 0
 DJ0220
 DJ0220.Superseded values are not recommended for survey control.
 DJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0220.See file dsdata.txt to determine how the superseded data were derived.
 DJ0220
 DJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC684093(NAD 83)
 DJ0220_MARKER: DD = SURVEY DISK
 DJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0220_STAMPING: BM 82V-2 1964
 DJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0220+STABILITY: SURFACE MOTION
 DJ0220
 DJ0220  HISTORY     - Date     Condition        Report By
 DJ0220  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0220
 DJ0220                          STATION DESCRIPTION
 DJ0220
 DJ0220'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0220'IN COLUMBUS.
 DJ0220'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON HIGHWAY 82 FOR
 DJ0220'0.2 MILE TO THE INTERSECTION OF HIGHWAY 82 AND 12, TURN LEFT,
 DJ0220'NORTHEAST ON HIGHWAY 12 AND CONTINUE NORTHEAST FOR 1.6 MILES TO THE
 DJ0220'COLUMBUS AND GREENVILLE RAILROAD AND THE MARK ON THE RIGHT.  THE MARK
 DJ0220'IS A DISK, SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS
 DJ0220'11.0 FEET SOUTHEAST OF A SIGNAL POST, 11.1 FEET WEST OF THE CENTERLINE
 DJ0220'OF THE TRACK, 26.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0220'ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL
 DJ0220'WITNESS POST WAS SET 2.8 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0457 ***********************************************************************
 DK0457  DESIGNATION -  82 V 20 MSHD
 DK0457  PID         -  DK0457
 DK0457  STATE/COUNTY-  MS/WASHINGTON
 DK0457  USGS QUAD   -  LELAND (1967)
 DK0457
 DK0457                         *CURRENT SURVEY CONTROL
 DK0457  ___________________________________________________________________
 DK0457* NAD 83(1986)-  33 24 00.     (N)    090 59 31.     (W)     SCALED    
 DK0457* NAVD 88     -        36.049  (meters)     118.27   (feet)  ADJUSTED  
 DK0457  ___________________________________________________________________
 DK0457  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0457  DYNAMIC HT  -          36.011 (meters)     118.15  (feet)  COMP
 DK0457  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DK0457
 DK0457  VERT ORDER  -  SECOND    CLASS 0
 DK0457
 DK0457.The horizontal coordinates were scaled from a topographic map and have
 DK0457.an estimated accuracy of +/- 6 seconds.
 DK0457
 DK0457.The orthometric height was determined by differential leveling
 DK0457.and adjusted in June 1991.
 DK0457
 DK0457.The geoid height was determined by GEOID03.
 DK0457
 DK0457.The dynamic height is computed by dividing the NAVD 88
 DK0457.geopotential number by the normal gravity value computed on the
 DK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0457.degrees latitude (g = 980.6199 gals.).
 DK0457
 DK0457.The modeled gravity was interpolated from observed gravity values.
 DK0457
 DK0457;                    North         East    Units  Estimated Accuracy
 DK0457;SPC MS W     -   432,590.      638,730.      MT  (+/- 180 meters Scaled)
 DK0457
 DK0457                          SUPERSEDED SURVEY CONTROL
 DK0457
 DK0457  NGVD 29 (??/??/??)   36.108  (m)          118.46   (f) ADJUSTED    2 0
 DK0457
 DK0457.Superseded values are not recommended for survey control.
 DK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0457.See file dsdata.txt to determine how the superseded data were derived.
 DK0457
 DK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS867974(NAD 83)
 DK0457_MARKER: DD = SURVEY DISK
 DK0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0457_STAMPING: BM 82V-20 (1966)
 DK0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0457+STABILITY: SURFACE MOTION
 DK0457
 DK0457  HISTORY     - Date     Condition        Report By
 DK0457  HISTORY     - 1966     MONUMENTED       MSHD
 DK0457  HISTORY     - 1967     GOOD             MSHD
 DK0457
 DK0457                          STATION DESCRIPTION
 DK0457
 DK0457'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0457'2.7 MI E FROM GREENVILLE.
 DK0457'LOCATED 5.25 MILES WEST ALONG HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK0457'U.S. HIGHWAY 61 IN LELAND AND 2.7 MILES EAST OF THE INTERSECTION OF
 DK0457'MISSISSIPPI HIGHWAY 1 AND U.S. HIGHWAY 82 IN GREENVILLE IN THE
 DK0457'NORTHEAST 1/4 OF SECTION 25, T 18N, R 8W.  TO REACH FROM THE U.S. POST
 DK0457'OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK0457'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (EAST) AND CONTINUE ON U.S.
 DK0457'HIGHWAY 82 FOR 3.6 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT AS
 DK0457'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND CONCRETE
 DK0457'POST, 75 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OR THE SIDE
 DK0457'STREET AND U.S. HIGHWAY 82, 41 FEET WEST OF THE CENTER OF THE BLACKTOP
 DK0457'ROAD, 13 FEET EAST OF A 24 INCH OAK, 8.7 FEET WEST OF A WOODLAWN SIGN,
 DK0457'1.6 FEET EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 DK0457'HIGHWAY 82, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0846 ***********************************************************************
 DJ0846  DESIGNATION -  82 V 200
 DJ0846  PID         -  DJ0846
 DJ0846  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0846  USGS QUAD   -  STARKVILLE (1982)
 DJ0846
 DJ0846                         *CURRENT SURVEY CONTROL
 DJ0846  ___________________________________________________________________
 DJ0846* NAD 83(1986)-  33 27 07.     (N)    088 50 04.     (W)     SCALED    
 DJ0846* NAVD 88     -       101.084  (meters)     331.64   (feet)  ADJUSTED  
 DJ0846  ___________________________________________________________________
 DJ0846  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ0846  DYNAMIC HT  -         100.976 (meters)     331.29  (feet)  COMP
 DJ0846  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DJ0846
 DJ0846  VERT ORDER  -  SECOND    CLASS 0
 DJ0846
 DJ0846.The horizontal coordinates were scaled from a topographic map and have
 DJ0846.an estimated accuracy of +/- 6 seconds.
 DJ0846
 DJ0846.The orthometric height was determined by differential leveling
 DJ0846.and adjusted in June 1991.
 DJ0846
 DJ0846.The geoid height was determined by GEOID03.
 DJ0846
 DJ0846.The dynamic height is computed by dividing the NAVD 88
 DJ0846.geopotential number by the normal gravity value computed on the
 DJ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0846.degrees latitude (g = 980.6199 gals.).
 DJ0846
 DJ0846.The modeled gravity was interpolated from observed gravity values.
 DJ0846
 DJ0846;                    North         East    Units  Estimated Accuracy
 DJ0846;SPC MS E     -   438,160.      299,900.      MT  (+/- 180 meters Scaled)
 DJ0846
 DJ0846                          SUPERSEDED SURVEY CONTROL
 DJ0846
 DJ0846  NGVD 29 (??/??/92)  101.041  (m)          331.50   (f) ADJ UNCH    2 0
 DJ0846
 DJ0846.Superseded values are not recommended for survey control.
 DJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0846.See file dsdata.txt to determine how the superseded data were derived.
 DJ0846
 DJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC295028(NAD 83)
 DJ0846_MARKER: DD = SURVEY DISK
 DJ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0846_STAMPING: 82V-200 1964
 DJ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0846+STABILITY: SURFACE MOTION
 DJ0846
 DJ0846  HISTORY     - Date     Condition        Report By
 DJ0846  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0846  HISTORY     - 1965     GOOD             MSHD
 DJ0846  HISTORY     - 1972     GOOD             NGS
 DJ0846  HISTORY     - 1975     GOOD             MSHD
 DJ0846  HISTORY     - 20060420 MARK NOT FOUND   MSSU
 DJ0846
 DJ0846                          STATION DESCRIPTION
 DJ0846
 DJ0846'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0846'0.75 MI SW FROM STARKVILLE.
 DJ0846'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND 12 IN
 DJ0846'THE SOUTHERN PART OF STARKVILLE, GO SOUTHWEST ON STATE HIGHWAY 12 FOR
 DJ0846'0.75 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DJ0846'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 59 FEET SOUTH OF THE
 DJ0846'CENTERLINE OF STATE HIGHWAY 12, 61 FEET NORTHWEST OF A FIRE PLUG, 95.5
 DJ0846'FEET SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH CONCRETE SIDE DRAIN
 DJ0846'PIPE UNDER A DRIVEWAY, 5 FEET NORTH OF A POWERLINE POLE WITH
 DJ0846'TRANSFORMER, 2 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW THE
 DJ0846'LEVEL OF HIGHWAY 12 AND FLUSH WITH THE GROUND.
 DJ0846
 DJ0846                          STATION RECOVERY (1972)
 DJ0846
 DJ0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0846'RECOVERED IN GOOD CONDITION.
 DJ0846
 DJ0846                          STATION RECOVERY (1975)
 DJ0846
 DJ0846'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0846'RECOVERED IN GOOD CONDITION.
 DJ0846
 DJ0846                          STATION RECOVERY (2006)
 DJ0846
 DJ0846'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (JS)
 DJ0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA3655 ***********************************************************************
 AA3655  DESIGNATION -  82 V 200 RESET
 AA3655  PID         -  AA3655
 AA3655  STATE/COUNTY-  MS/OKTIBBEHA
 AA3655  USGS QUAD   -  STARKVILLE (1982)
 AA3655
 AA3655                         *CURRENT SURVEY CONTROL
 AA3655  ___________________________________________________________________
 AA3655* NAD 83(1986)-  33 27 07.     (N)    088 50 04.     (W)     SCALED    
 AA3655* NAVD 88     -       101.81   (+/-2cm)     334.0    (feet)  VERTCON   
 AA3655  ___________________________________________________________________
 AA3655  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AA3655  VERT ORDER  -  THIRD (See Below)
 AA3655
 AA3655.The horizontal coordinates were scaled from a topographic map and have
 AA3655.an estimated accuracy of +/- 6 seconds.
 AA3655
 AA3655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3655.The vertical order pertains to the NGVD 29 superseded value.
 AA3655
 AA3655.The geoid height was determined by GEOID03.
 AA3655
 AA3655;                    North         East    Units  Estimated Accuracy
 AA3655;SPC MS E     -   438,160.      299,900.      MT  (+/- 180 meters Scaled)
 AA3655
 AA3655                          SUPERSEDED SURVEY CONTROL
 AA3655
 AA3655  NGVD 29 (08/12/04)  101.77   (m)          333.9    (f) RESET       3  
 AA3655
 AA3655.Superseded values are not recommended for survey control.
 AA3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3655.See file dsdata.txt to determine how the superseded data were derived.
 AA3655
 AA3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC295028(NAD 83)
 AA3655_MARKER: DD = SURVEY DISK
 AA3655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3655_STAMPING: BM 82 V 200 RESET 1975
 AA3655_MARK LOGO: MSHD  
 AA3655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3655+STABILITY: SURFACE MOTION
 AA3655
 AA3655  HISTORY     - Date     Condition        Report By
 AA3655  HISTORY     - 1975     MONUMENTED       MSHD
 AA3655
 AA3655                          STATION DESCRIPTION
 AA3655
 AA3655'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 AA3655'1.7 MILES (2.7 KM) SOUTHWEST OF STARKVILLE ON THE NORTHWEST RIGHT OF
 AA3655'WAY OF STATE HIGHWAY 12 ON THE OPPOSITE SIDE OF THE HIGHWAY FROM THE
 AA3655'HERSCHEDE HALL CLOCK COMPANY IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4
 AA3655'OF SECTION 4, T 18N, R 14E.  FROM THE JUNCTION OF STATE HIGHWAY 12 AND
 AA3655'STATE HIGHWAY 25 ABOUT 1 MILE (1.6 KM) SOUTHWEST OF THE CENTER OF
 AA3655'STARKVILLE GO WEST ON STATE HIGHWAY 12 FOR 0.75 MILE (1.21 KM) TO THE
 AA3655'CLOCK FACTORY ON THE LEFT AND THE MARK ON THE RIGHT.  IT IS 75 FEET
 AA3655'(22.9 M) NORTHWEST OF THE CENTER OF HIGHWAY 12, 73 FEET (22.3 M)
 AA3655'WEST-SOUTHWEST OF A UTILITY POLE, 55.5 FEET (16.9 M) NORTHEAST OF A 30
 AA3655'INCH OAK, 57.5 FEET (17.5 M) EAST-SOUTHEAST OF A 48 INCH OAK, 4 FEET
 AA3655'(1.2 M) SOUTHEAST OF THE SOUTH CORNER OF A CYCLONE FENCE, 1.5 FEET
 AA3655'(0.5 M) SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 3 FEET (0.9 M)
 AA3655'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0845 ***********************************************************************
 DJ0845  DESIGNATION -  82 V 201
 DJ0845  PID         -  DJ0845
 DJ0845  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0845  USGS QUAD   -  STARKVILLE (1982)
 DJ0845
 DJ0845                         *CURRENT SURVEY CONTROL
 DJ0845  ___________________________________________________________________
 DJ0845* NAD 83(1986)-  33 27 13.     (N)    088 49 18.     (W)     SCALED    
 DJ0845* NAVD 88     -       109.302  (meters)     358.60   (feet)  ADJUSTED  
 DJ0845  ___________________________________________________________________
 DJ0845  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0845  DYNAMIC HT  -         109.184 (meters)     358.21  (feet)  COMP
 DJ0845  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DJ0845
 DJ0845  VERT ORDER  -  SECOND    CLASS 0
 DJ0845
 DJ0845.The horizontal coordinates were scaled from a topographic map and have
 DJ0845.an estimated accuracy of +/- 6 seconds.
 DJ0845
 DJ0845.The orthometric height was determined by differential leveling
 DJ0845.and adjusted in June 1991.
 DJ0845
 DJ0845.The geoid height was determined by GEOID03.
 DJ0845
 DJ0845.The dynamic height is computed by dividing the NAVD 88
 DJ0845.geopotential number by the normal gravity value computed on the
 DJ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0845.degrees latitude (g = 980.6199 gals.).
 DJ0845
 DJ0845.The modeled gravity was interpolated from observed gravity values.
 DJ0845
 DJ0845;                    North         East    Units  Estimated Accuracy
 DJ0845;SPC MS E     -   438,350.      301,090.      MT  (+/- 180 meters Scaled)
 DJ0845
 DJ0845                          SUPERSEDED SURVEY CONTROL
 DJ0845
 DJ0845  NGVD 29 (??/??/92)  109.259  (m)          358.46   (f) ADJ UNCH    2 0
 DJ0845
 DJ0845.Superseded values are not recommended for survey control.
 DJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0845.See file dsdata.txt to determine how the superseded data were derived.
 DJ0845
 DJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC306030(NAD 83)
 DJ0845_MARKER: DD = SURVEY DISK
 DJ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0845_STAMPING: 82V-201 1964
 DJ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0845+STABILITY: SURFACE MOTION
 DJ0845
 DJ0845  HISTORY     - Date     Condition        Report By
 DJ0845  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0845  HISTORY     - 1965     GOOD             MSHD
 DJ0845  HISTORY     - 1972     GOOD             NGS
 DJ0845  HISTORY     - 1975     GOOD             MSHD
 DJ0845
 DJ0845                          STATION DESCRIPTION
 DJ0845
 DJ0845'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0845'IN STARKVILLE.
 DJ0845'THE MARK IS LOCATED AT THE INTERSECTION OF STATE HIGHWAYS 25 AND 12 IN
 DJ0845'THE SOUTHERN PART OF STARKVILLE.  THE MARK IS A DISK SET IN THE TOP OF
 DJ0845'A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED IN THE SOUTHEAST ANGLE
 DJ0845'OF STATE HIGHWAYS 12 AND 25 IN THE SOUTHERN PART OF STARKVILLE, 37
 DJ0845'FEET EAST OF THE CENTERLINE OF HIGHWAY 25, 33 FEET SOUTH OF THE
 DJ0845'CENTERLINE OF HIGHWAY 12, 22 FEET NORTHWEST OF AN 18-INCH CEDAR TREE,
 DJ0845'7 FEET SOUTHEAST OF A METAL ROAD SIGN POST, 1.5 FEET WEST OF A METAL
 DJ0845'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS AND FLUSH WITH THE GROUND.
 DJ0845
 DJ0845                          STATION RECOVERY (1972)
 DJ0845
 DJ0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0845'RECOVERED IN GOOD CONDITION.
 DJ0845
 DJ0845                          STATION RECOVERY (1975)
 DJ0845
 DJ0845'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DJ0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA3654 ***********************************************************************
 AA3654  DESIGNATION -  82 V 201 RESET
 AA3654  PID         -  AA3654
 AA3654  STATE/COUNTY-  MS/OKTIBBEHA
 AA3654  USGS QUAD   -  STARKVILLE (1982)
 AA3654
 AA3654                         *CURRENT SURVEY CONTROL
 AA3654  ___________________________________________________________________
 AA3654* NAD 83(1986)-  33 27 13.     (N)    088 49 18.     (W)     SCALED    
 AA3654* NAVD 88     -       108.13   (+/-2cm)     354.8    (feet)  VERTCON   
 AA3654  ___________________________________________________________________
 AA3654  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA3654  VERT ORDER  -  THIRD (See Below)
 AA3654
 AA3654.The horizontal coordinates were scaled from a topographic map and have
 AA3654.an estimated accuracy of +/- 6 seconds.
 AA3654
 AA3654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3654.The vertical order pertains to the NGVD 29 superseded value.
 AA3654
 AA3654.The geoid height was determined by GEOID03.
 AA3654
 AA3654;                    North         East    Units  Estimated Accuracy
 AA3654;SPC MS E     -   438,350.      301,090.      MT  (+/- 180 meters Scaled)
 AA3654
 AA3654                          SUPERSEDED SURVEY CONTROL
 AA3654
 AA3654  NGVD 29 (08/12/04)  108.08   (m)          354.6    (f) RESET       3  
 AA3654
 AA3654.Superseded values are not recommended for survey control.
 AA3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3654.See file dsdata.txt to determine how the superseded data were derived.
 AA3654
 AA3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC306030(NAD 83)
 AA3654_MARKER: DD = SURVEY DISK
 AA3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3654_STAMPING: BM 82 V 201 RESET 1975
 AA3654_MARK LOGO: MSHD  
 AA3654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3654+STABILITY: SURFACE MOTION
 AA3654
 AA3654  HISTORY     - Date     Condition        Report By
 AA3654  HISTORY     - 1975     MONUMENTED       MSHD
 AA3654
 AA3654                          STATION DESCRIPTION
 AA3654
 AA3654'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 AA3654'1 MILE (1.6 KM) SOUTHWEST OF THE CENTER OF STARKVILLE IN THE SOUTHWEST
 AA3654'ANGLE OF THE JUNCTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 12 IN THE
 AA3654'NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 13, T 18N, R 14E.  IT IS
 AA3654'223 FEET (68.0 M) SOUTH OF THE CENTER OF HIGHWAY 12, 44 FEET (13.4 M)
 AA3654'WEST OF THE CENTER OF HIGHWAY 25 (LOUISVILLE STREET), 30 FEET (9.1 M)
 AA3654'NORTH OF THE NORTHEAST CORNER OF A SHOPPING CENTER PARKING LOT, 72.5
 AA3654'FEET (22.1 M) SOUTH-SOUTHEAST OF A FIRE PLUG, 2 FEET (0.6 M) SOUTH OF
 AA3654'A UTILITY POLE WITH GUY WIRES, 1 FOOT (0.3 M) WEST OF THE WEST EDGE OF
 AA3654'A SIDEWALK, 2 FEET (0.6 M) NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 AA3654'WITH THE STREET AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0844 ***********************************************************************
 DJ0844  DESIGNATION -  82 V 202
 DJ0844  PID         -  DJ0844
 DJ0844  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0844  USGS QUAD   -  STARKVILLE (1982)
 DJ0844
 DJ0844                         *CURRENT SURVEY CONTROL
 DJ0844  ___________________________________________________________________
 DJ0844* NAD 83(1986)-  33 27 15.     (N)    088 48 36.     (W)     SCALED    
 DJ0844* NAVD 88     -       110.931  (meters)     363.95   (feet)  ADJUSTED  
 DJ0844  ___________________________________________________________________
 DJ0844  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ0844  DYNAMIC HT  -         110.812 (meters)     363.56  (feet)  COMP
 DJ0844  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DJ0844
 DJ0844  VERT ORDER  -  SECOND    CLASS 0
 DJ0844
 DJ0844.The horizontal coordinates were scaled from a topographic map and have
 DJ0844.an estimated accuracy of +/- 6 seconds.
 DJ0844
 DJ0844.The orthometric height was determined by differential leveling
 DJ0844.and adjusted in June 1991.
 DJ0844
 DJ0844.The geoid height was determined by GEOID03.
 DJ0844
 DJ0844.The dynamic height is computed by dividing the NAVD 88
 DJ0844.geopotential number by the normal gravity value computed on the
 DJ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0844.degrees latitude (g = 980.6199 gals.).
 DJ0844
 DJ0844.The modeled gravity was interpolated from observed gravity values.
 DJ0844
 DJ0844;                    North         East    Units  Estimated Accuracy
 DJ0844;SPC MS E     -   438,410.      302,170.      MT  (+/- 180 meters Scaled)
 DJ0844
 DJ0844                          SUPERSEDED SURVEY CONTROL
 DJ0844
 DJ0844  NGVD 29 (??/??/92)  110.887  (m)          363.80   (f) ADJ UNCH    2 0
 DJ0844
 DJ0844.Superseded values are not recommended for survey control.
 DJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0844.See file dsdata.txt to determine how the superseded data were derived.
 DJ0844
 DJ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC317031(NAD 83)
 DJ0844_MARKER: DD = SURVEY DISK
 DJ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0844_STAMPING: 82V-202 1964
 DJ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0844+STABILITY: SURFACE MOTION
 DJ0844
 DJ0844  HISTORY     - Date     Condition        Report By
 DJ0844  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0844  HISTORY     - 1965     GOOD             MSHD
 DJ0844  HISTORY     - 1969     GOOD             NGS
 DJ0844
 DJ0844                          STATION DESCRIPTION
 DJ0844
 DJ0844'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0844'0.7 MI E FROM STARKVILLE.
 DJ0844'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 25 AND 12 IN
 DJ0844'THE SOUTHERN PART OF THE TOWN OF STARKVILLE, GO EAST ALONG STATE
 DJ0844'HIGHWAY 12 FOR 0.7 MILE TO MONTGOMERY STREET AND THE MARK AS
 DJ0844'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ0844'CONCRETE POST.  IT IS LOCATED IN THE SOUTHEAST ANGLE OF THE CROSSING
 DJ0844'OF MONTGOMERY STREET WITH STATE HIGHWAY 12, 27 FEET SOUTH OF THE
 DJ0844'CENTERLINE OF THE HIGHWAY, 31 FEET EAST OF THE CENTER OF MONTGOMERY
 DJ0844'STREET, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE UNIVERSITY
 DJ0844'BRANCH OF THE PEOPLES BANK, 2 FEET SOUTHEAST OF A POWER POLE, 15 FEET
 DJ0844'NORTHEAST OF A FIRE PLUG, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 DJ0844'FLUSH WITH THE GROUND.
 DJ0844
 DJ0844                          STATION RECOVERY (1969)
 DJ0844
 DJ0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DJ0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0843 ***********************************************************************
 DJ0843  DESIGNATION -  82 V 203
 DJ0843  PID         -  DJ0843
 DJ0843  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0843  USGS QUAD   -  STARKVILLE (1982)
 DJ0843
 DJ0843                         *CURRENT SURVEY CONTROL
 DJ0843  ___________________________________________________________________
 DJ0843* NAD 83(1993)-  33 27 18.79490(N)    088 48 04.02929(W)     ADJUSTED  
 DJ0843* NAVD 88     -       118.568  (meters)     389.00   (feet)  ADJUSTED  
 DJ0843  ___________________________________________________________________
 DJ0843  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DJ0843  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0843  DYNAMIC HT  -         118.441 (meters)     388.59  (feet)  COMP
 DJ0843  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DJ0843
 DJ0843  HORZ ORDER  -  SECOND
 DJ0843  VERT ORDER  -  SECOND    CLASS 0
 DJ0843
 DJ0843.The horizontal coordinates were established by classical geodetic methods
 DJ0843.and adjusted by the National Geodetic Survey in May 1994.
 DJ0843
 DJ0843.The orthometric height was determined by differential leveling
 DJ0843.and adjusted in June 1991.
 DJ0843
 DJ0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0843
 DJ0843.The geoid height was determined by GEOID03.
 DJ0843
 DJ0843.The dynamic height is computed by dividing the NAVD 88
 DJ0843.geopotential number by the normal gravity value computed on the
 DJ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0843.degrees latitude (g = 980.6199 gals.).
 DJ0843
 DJ0843.The modeled gravity was interpolated from observed gravity values.
 DJ0843
 DJ0843;                    North         East     Units Scale Factor Converg.
 DJ0843;SPC MS E     -   438,525.168   302,994.805   MT  0.99995011   +0 01 03.9
 DJ0843;SPC MS E     - 1,438,727.99    994,075.46   sFT  0.99995011   +0 01 03.9
 DJ0843;UTM  16      - 3,703,205.368   332,605.377   MT  0.99994547   -0 59 35.4
 DJ0843
 DJ0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0843!SPC MS E     -   0.99998581  x   0.99995011  =   0.99993592
 DJ0843!UTM  16      -   0.99998581  x   0.99994547  =   0.99993128
 DJ0843
 DJ0843                          SUPERSEDED SURVEY CONTROL
 DJ0843
 DJ0843  NAD 83(1993)-  33 27 18.80541(N)    088 48 04.02855(W) AD(       ) 2
 DJ0843  NAD 83(1986)-  33 27 18.80602(N)    088 48 04.02889(W) AD(       ) 2
 DJ0843  NGVD 29 (??/??/92)  118.525  (m)          388.86   (f) ADJ UNCH    2 0
 DJ0843
 DJ0843.Superseded values are not recommended for survey control.
 DJ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0843.See file dsdata.txt to determine how the superseded data were derived.
 DJ0843
 DJ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3260503205(NAD 83)
 DJ0843_MARKER: DD = SURVEY DISK
 DJ0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0843_SP_SET: GUARD RAIL
 DJ0843_STAMPING: 82V-203 1964
 DJ0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0843+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 DJ0843
 DJ0843  HISTORY     - Date     Condition        Report By
 DJ0843  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0843  HISTORY     - 1965     GOOD             MSHD
 DJ0843  HISTORY     - 1974     GOOD             NGS
 DJ0843  HISTORY     - 20040826 GOOD             INDIV
 DJ0843
 DJ0843                          STATION DESCRIPTION
 DJ0843
 DJ0843'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0843'IN STARKVILLE.
 DJ0843'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTH END OF
 DJ0843'THE EAST GUIDE RAIL OF AN OVERPASS ON NEW STATE HIGHWAY 12 BYPASS,
 DJ0843'OVER OLD HIGHWAY 12 THAT RUNS EAST TO SCOTT FIELD AND THE MAIN PART OF
 DJ0843'THE CAMPUS OF MISSISSIPPI STATE UNIVERSITY, 16.5 FEET EAST OF THE
 DJ0843'CENTERLINE OF THE NORTH BOUND LANE OR EAST LANE, 1 FOOT ABOVE THE
 DJ0843'LEVEL OF THE HIGHWAY.
 DJ0843
 DJ0843                          STATION RECOVERY (1974)
 DJ0843
 DJ0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DJ0843'RECOVERED IN GOOD CONDITION.
 DJ0843
 DJ0843                          STATION RECOVERY (2004)
 DJ0843
 DJ0843'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WWC)
 DJ0843'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0841 ***********************************************************************
 DJ0841  DESIGNATION -  82 V 204
 DJ0841  PID         -  DJ0841
 DJ0841  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0841  USGS QUAD   -  STARKVILLE (1982)
 DJ0841
 DJ0841                         *CURRENT SURVEY CONTROL
 DJ0841  ___________________________________________________________________
 DJ0841* NAD 83(1986)-  33 27 26.     (N)    088 47 01.     (W)     SCALED    
 DJ0841* NAVD 88     -       108.340  (meters)     355.45   (feet)  ADJUSTED  
 DJ0841  ___________________________________________________________________
 DJ0841  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0841  DYNAMIC HT  -         108.223 (meters)     355.06  (feet)  COMP
 DJ0841  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DJ0841
 DJ0841  VERT ORDER  -  SECOND    CLASS 0
 DJ0841
 DJ0841.The horizontal coordinates were scaled from a topographic map and have
 DJ0841.an estimated accuracy of +/- 6 seconds.
 DJ0841
 DJ0841.The orthometric height was determined by differential leveling
 DJ0841.and adjusted in June 1991.
 DJ0841
 DJ0841.The geoid height was determined by GEOID03.
 DJ0841
 DJ0841.The dynamic height is computed by dividing the NAVD 88
 DJ0841.geopotential number by the normal gravity value computed on the
 DJ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0841.degrees latitude (g = 980.6199 gals.).
 DJ0841
 DJ0841.The modeled gravity was interpolated from observed gravity values.
 DJ0841
 DJ0841;                    North         East    Units  Estimated Accuracy
 DJ0841;SPC MS E     -   438,750.      304,620.      MT  (+/- 180 meters Scaled)
 DJ0841
 DJ0841                          SUPERSEDED SURVEY CONTROL
 DJ0841
 DJ0841  NGVD 29 (??/??/92)  108.298  (m)          355.31   (f) ADJ UNCH    2 0
 DJ0841
 DJ0841.Superseded values are not recommended for survey control.
 DJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0841.See file dsdata.txt to determine how the superseded data were derived.
 DJ0841
 DJ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC342033(NAD 83)
 DJ0841_MARKER: DD = SURVEY DISK
 DJ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0841_STAMPING: 82V-204 1964
 DJ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0841+STABILITY: SURFACE MOTION
 DJ0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0841+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DJ0841
 DJ0841  HISTORY     - Date     Condition        Report By
 DJ0841  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0841  HISTORY     - 1965     GOOD             MSHD
 DJ0841  HISTORY     - 20040910 GOOD             INDIV
 DJ0841  HISTORY     - 20040923 GOOD             INDIV
 DJ0841  HISTORY     - 20060823 GOOD             MSSU
 DJ0841
 DJ0841                          STATION DESCRIPTION
 DJ0841
 DJ0841'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0841'0.4 MI NE FROM MISS STATE UNIVERSITY.
 DJ0841'TO REACH THE MARK FROM THE U. S. POST OFFICE AT MISSISSIPPI STATE
 DJ0841'UNIVERSITY, GO EAST-NORTHEAST ON LEE BOULEVARD FOR 0.4 MILE TO THE
 DJ0841'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0841'ROUND, CONCRETE POST.  IT IS 28 FEET EAST OF THE CENTERLINE OF LEE
 DJ0841'BOULEVARD, 38 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 54 FEET
 DJ0841'SOUTHWEST OF A 12-FOOT FLIGHT OF CONCRETE STEPS LEADING TO A TWO STORY
 DJ0841'HOUSE (NO. 51) ON THE WEST SIDE OF THE STREET, 3 FEET SOUTH OF A POWER
 DJ0841'POLE WITH A TRANSFORMER AND WIRES LEADING IN FOUR DIRECTIONS, 7 FEET
 DJ0841'WEST OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DJ0841'WITH THE STREET AND PROJECTS 2 INCHES.  NOTE-- MARK IS 9 INCHES BELOW
 DJ0841'SURFACE.
 DJ0841
 DJ0841                          STATION RECOVERY (2004)
 DJ0841
 DJ0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 DJ0841'FROM THE POST OFFICE ON MISSISSIPPI STATE UNVERSITY, GO EAST-NORTHEAST
 DJ0841'ON LEE BOULEVARD FOR 0.6 MILE TO THE MARK ON THE RIGHT. THE MARK IS A
 DJ0841'DISK ABOUT 28 FEET EAST OF THE CENTERLINE OF LEE BOULEVARD. THE MARK
 DJ0841'IS ABOUT 3 FEET SOUTH OF A LIGHT POLE ABOUT LEVEL WITH THE STREET. THE
 DJ0841'MARK IS IN FRONT OF A GAS STATION.
 DJ0841
 DJ0841                          STATION RECOVERY (2004)
 DJ0841
 DJ0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HK)
 DJ0841'MARK IS THE FIRST STREET EAST OF HARDEES. IT IS A ONE WAY STREET. 1/2
 DJ0841'INCH ROD. 3 INCHES WEST OF CURB. 3 INCHES BELOW CURB. 11 1/2 FEET
 DJ0841'SOUTHWEST OF POWERPOLE. ROUGHLY EVEN WITH THE NORTH END OF HARDEES.
 DJ0841
 DJ0841                          STATION RECOVERY (2006)
 DJ0841
 DJ0841'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (JS)
 DJ0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0859 ***********************************************************************
 DJ0859  DESIGNATION -  82 V 205
 DJ0859  PID         -  DJ0859
 DJ0859  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0859  USGS QUAD   -  STARKVILLE (1982)
 DJ0859
 DJ0859                         *CURRENT SURVEY CONTROL
 DJ0859  ___________________________________________________________________
 DJ0859* NAD 83(1986)-  33 27 59.     (N)    088 48 09.     (W)     SCALED    
 DJ0859* NAVD 88     -       101.431  (meters)     332.78   (feet)  ADJUSTED  
 DJ0859  ___________________________________________________________________
 DJ0859  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0859  DYNAMIC HT  -         101.322 (meters)     332.42  (feet)  COMP
 DJ0859  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DJ0859
 DJ0859  VERT ORDER  -  SECOND    CLASS 0
 DJ0859
 DJ0859.The horizontal coordinates were scaled from a topographic map and have
 DJ0859.an estimated accuracy of +/- 6 seconds.
 DJ0859
 DJ0859.The orthometric height was determined by differential leveling
 DJ0859.and adjusted in June 1991.
 DJ0859
 DJ0859.The geoid height was determined by GEOID03.
 DJ0859
 DJ0859.The dynamic height is computed by dividing the NAVD 88
 DJ0859.geopotential number by the normal gravity value computed on the
 DJ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0859.degrees latitude (g = 980.6199 gals.).
 DJ0859
 DJ0859.The modeled gravity was interpolated from observed gravity values.
 DJ0859
 DJ0859;                    North         East    Units  Estimated Accuracy
 DJ0859;SPC MS E     -   439,760.      302,870.      MT  (+/- 180 meters Scaled)
 DJ0859
 DJ0859                          SUPERSEDED SURVEY CONTROL
 DJ0859
 DJ0859  NGVD 29 (??/??/92)  101.388  (m)          332.64   (f) ADJ UNCH    2 0
 DJ0859
 DJ0859.Superseded values are not recommended for survey control.
 DJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0859.See file dsdata.txt to determine how the superseded data were derived.
 DJ0859
 DJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC324044(NAD 83)
 DJ0859_MARKER: DD = SURVEY DISK
 DJ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0859_STAMPING: 82V-205 1964
 DJ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0859+STABILITY: SURFACE MOTION
 DJ0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0859+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 DJ0859
 DJ0859  HISTORY     - Date     Condition        Report By
 DJ0859  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0859  HISTORY     - 1965     GOOD             MSHD
 DJ0859  HISTORY     - 1969     GOOD             NGS
 DJ0859  HISTORY     - 20040825 GOOD             INDIV
 DJ0859  HISTORY     - 20071112 MARK NOT FOUND   MSSU
 DJ0859
 DJ0859                          STATION DESCRIPTION
 DJ0859
 DJ0859'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0859'0.8 MI NE FROM STARKVILLE.
 DJ0859'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0859'ON WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0859'TURN RIGHT, EAST AND GO 0.65 MILE TO THE DRIVEWAY ON THE LEFT LEADING
 DJ0859'INTO THE HIGHWAY DEPARTMENT AND THE MARK AS DESCRIBED.  THE MARK IS A
 DJ0859'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED
 DJ0859'ON THE LOT OF THE MISSISSIPPI STATE HIGHWAY DEPARTMENT AT STARKVILLE,
 DJ0859'20 FEET NORTH OF THE CENTER OF THE MAIN GATE LEADING INTO THE OFFICE
 DJ0859'AND SHOP, 2 FEET WEST OF AN 8 FOOT CYCLONE FENCE, 122 FEET SOUTHEAST
 DJ0859'OF THE SOUTHEAST CORNER OF THE SHOP BUILDING, 2 FEET NORTHEAST OF A
 DJ0859'METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND FLUSH WITH THE
 DJ0859'GROUND.
 DJ0859
 DJ0859                          STATION RECOVERY (1969)
 DJ0859
 DJ0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DJ0859'RECOVERED IN GOOD CONDITION.
 DJ0859
 DJ0859                          STATION RECOVERY (2004)
 DJ0859
 DJ0859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RS)
 DJ0859'RECOVERED IN GOOD CONDITION.
 DJ0859
 DJ0859                          STATION RECOVERY (2007)
 DJ0859
 DJ0859'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (MM)
 DJ0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0853 ***********************************************************************
 DJ0853  DESIGNATION -  82 V 206
 DJ0853  PID         -  DJ0853
 DJ0853  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0853  USGS QUAD   -  STARKVILLE (1982)
 DJ0853
 DJ0853                         *CURRENT SURVEY CONTROL
 DJ0853  ___________________________________________________________________
 DJ0853* NAD 83(1986)-  33 28 04.     (N)    088 47 04.     (W)     SCALED    
 DJ0853* NAVD 88     -        86.424  (meters)     283.54   (feet)  ADJUSTED  
 DJ0853  ___________________________________________________________________
 DJ0853  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ0853  DYNAMIC HT  -          86.331 (meters)     283.24  (feet)  COMP
 DJ0853  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DJ0853
 DJ0853  VERT ORDER  -  SECOND    CLASS 0
 DJ0853
 DJ0853.The horizontal coordinates were scaled from a topographic map and have
 DJ0853.an estimated accuracy of +/- 6 seconds.
 DJ0853
 DJ0853.The orthometric height was determined by differential leveling
 DJ0853.and adjusted in June 1991.
 DJ0853
 DJ0853.The geoid height was determined by GEOID03.
 DJ0853
 DJ0853.The dynamic height is computed by dividing the NAVD 88
 DJ0853.geopotential number by the normal gravity value computed on the
 DJ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0853.degrees latitude (g = 980.6199 gals.).
 DJ0853
 DJ0853.The modeled gravity was interpolated from observed gravity values.
 DJ0853
 DJ0853;                    North         East    Units  Estimated Accuracy
 DJ0853;SPC MS E     -   439,920.      304,540.      MT  (+/- 180 meters Scaled)
 DJ0853
 DJ0853                          SUPERSEDED SURVEY CONTROL
 DJ0853
 DJ0853  NGVD 29 (??/??/92)   86.384  (m)          283.41   (f) ADJ UNCH    2 0
 DJ0853
 DJ0853.Superseded values are not recommended for survey control.
 DJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0853.See file dsdata.txt to determine how the superseded data were derived.
 DJ0853
 DJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC341045(NAD 83)
 DJ0853_MARKER: DD = SURVEY DISK
 DJ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0853_STAMPING: 82V-206 1964
 DJ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0853+STABILITY: SURFACE MOTION
 DJ0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0853+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 DJ0853
 DJ0853  HISTORY     - Date     Condition        Report By
 DJ0853  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0853  HISTORY     - 1965     GOOD             MSHD
 DJ0853  HISTORY     - 1972     GOOD             NGS
 DJ0853  HISTORY     - 20040826 GOOD             MSSU
 DJ0853
 DJ0853                          STATION DESCRIPTION
 DJ0853
 DJ0853'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0853'2.0 MI NE FROM STARKVILLE.
 DJ0853'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0853'ON WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0853'TURN RIGHT, EAST AND GO 1.85 MILE TO THE MARK ON THE RIGHT.  THIS IS
 DJ0853'0.75 MILE EAST OF THE STATE HIGHWAY 12 OVERPASS, OVER U. S. HIGHWAY
 DJ0853'82.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ0853'POST.  IT IS 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59 FEET
 DJ0853'NORTHWEST OF A RIGHT-OF-WAY MARKER, 99 FEET NORTHEAST OF THE CENTER OF
 DJ0853'A WOODEN BRIDGE, 5 FEET WEST OF A POWERLINE POLE (NO. 17 1/2), 2 FEET
 DJ0853'SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 DJ0853'HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0853
 DJ0853                          STATION RECOVERY (1972)
 DJ0853
 DJ0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0853'RECOVERED IN GOOD CONDITION.
 DJ0853
 DJ0853                          STATION RECOVERY (2004)
 DJ0853
 DJ0853'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (DS)
 DJ0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0840 ***********************************************************************
 DJ0840  DESIGNATION -  82 V 207
 DJ0840  PID         -  DJ0840
 DJ0840  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0840  USGS QUAD   -  STARKVILLE (1982)
 DJ0840
 DJ0840                         *CURRENT SURVEY CONTROL
 DJ0840  ___________________________________________________________________
 DJ0840* NAD 83(1993)-  33 28 06.77839(N)    088 46 35.51238(W)     ADJUSTED  
 DJ0840* NAVD 88     -        83.836  (meters)     275.05   (feet)  ADJUSTED  
 DJ0840  ___________________________________________________________________
 DJ0840  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ0840  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0840  DYNAMIC HT  -          83.746 (meters)     274.76  (feet)  COMP
 DJ0840  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DJ0840
 DJ0840  HORZ ORDER  -  SECOND
 DJ0840  VERT ORDER  -  SECOND    CLASS 0
 DJ0840
 DJ0840.The horizontal coordinates were established by classical geodetic methods
 DJ0840.and adjusted by the National Geodetic Survey in May 1994.
 DJ0840
 DJ0840.The orthometric height was determined by differential leveling
 DJ0840.and adjusted in June 1991.
 DJ0840
 DJ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0840
 DJ0840.The geoid height was determined by GEOID03.
 DJ0840
 DJ0840.The dynamic height is computed by dividing the NAVD 88
 DJ0840.geopotential number by the normal gravity value computed on the
 DJ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0840.degrees latitude (g = 980.6199 gals.).
 DJ0840
 DJ0840.The modeled gravity was interpolated from observed gravity values.
 DJ0840
 DJ0840;                    North         East     Units Scale Factor Converg.
 DJ0840;SPC MS E     -   440,004.401   305,279.841   MT  0.99995034   +0 01 52.8
 DJ0840;SPC MS E     - 1,443,581.11  1,001,572.28   sFT  0.99995034   +0 01 52.8
 DJ0840;UTM  16      - 3,704,644.035   334,916.138   MT  0.99993600   -0 58 47.8
 DJ0840
 DJ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0840!SPC MS E     -   0.99999126  x   0.99995034  =   0.99994160
 DJ0840!UTM  16      -   0.99999126  x   0.99993600  =   0.99992726
 DJ0840
 DJ0840                          SUPERSEDED SURVEY CONTROL
 DJ0840
 DJ0840  NAD 83(1993)-  33 28 06.78822(N)    088 46 35.51112(W) AD(       ) 2
 DJ0840  NAD 83(1986)-  33 28 06.78877(N)    088 46 35.51111(W) AD(       ) 2
 DJ0840  NGVD 29 (??/??/92)   83.797  (m)          274.92   (f) ADJ UNCH    2 0
 DJ0840
 DJ0840.Superseded values are not recommended for survey control.
 DJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0840.See file dsdata.txt to determine how the superseded data were derived.
 DJ0840
 DJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3491604644(NAD 83)
 DJ0840_MARKER: DD = SURVEY DISK
 DJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0840_STAMPING: 82V-207 1964
 DJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0840+STABILITY: SURFACE MOTION
 DJ0840
 DJ0840  HISTORY     - Date     Condition        Report By
 DJ0840  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0840  HISTORY     - 1965     GOOD             MSHD
 DJ0840  HISTORY     - 1974     GOOD             NGS
 DJ0840  HISTORY     - 1984     GOOD             MSSU
 DJ0840
 DJ0840                          STATION DESCRIPTION
 DJ0840
 DJ0840'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0840'2.45 MI E FROM STARKVILLE.
 DJ0840'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0840'ON WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0840'TURN RIGHT, EAST AND GO 2.3 MILES TO THE MISSISSIPPI STATE HIGHWAY
 DJ0840'PATROL OFFICE ON THE RIGHT AND THE MARK.  THE MARK IS A DISK SET IN
 DJ0840'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS LOCATED AT THE
 DJ0840'MISSISSIPPI STATE HIGHWAY PATROL DISTRICT OFFICE NO. 5, 46 FEET
 DJ0840'NORTHEAST OF THE NORTHEAST WALL OF THE BUILDING, 48.5 FEET NORTH OF
 DJ0840'THE RADIO ANTENNA POLE, 24 FEET EAST OF THE EAST CURB OF THE NORTH
 DJ0840'DRIVEWAY, 7 FEET NORTHWEST OF A 30-INCH ASH TREE, 2 FEET SOUTH OF A
 DJ0840'METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY AND FLUSH WITH THE
 DJ0840'GROUND.
 DJ0840
 DJ0840                          STATION RECOVERY (1974)
 DJ0840
 DJ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DJ0840'RECOVERED IN GOOD CONDITION.
 DJ0840
 DJ0840                          STATION RECOVERY (1984)
 DJ0840
 DJ0840'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1984
 DJ0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0836 ***********************************************************************
 DJ0836  DESIGNATION -  82 V 208 RESET 1967
 DJ0836  PID         -  DJ0836
 DJ0836  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0836  USGS QUAD   -  STARKVILLE (1982)
 DJ0836
 DJ0836                         *CURRENT SURVEY CONTROL
 DJ0836  ___________________________________________________________________
 DJ0836* NAD 83(1986)-  33 28 26.     (N)    088 45 28.     (W)     SCALED    
 DJ0836* NAVD 88     -        80.79   (meters)     265.1    (feet)  RESET     
 DJ0836  ___________________________________________________________________
 DJ0836  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ0836  VERT ORDER  -  THIRD
 DJ0836
 DJ0836.The horizontal coordinates were scaled from a topographic map and have
 DJ0836.an estimated accuracy of +/- 6 seconds.
 DJ0836
 DJ0836.The orthometric height was computed from unverified reset data.
 DJ0836
 DJ0836.The geoid height was determined by GEOID03.
 DJ0836
 DJ0836;                    North         East    Units  Estimated Accuracy
 DJ0836;SPC MS E     -   440,600.      307,020.      MT  (+/- 180 meters Scaled)
 DJ0836
 DJ0836                          SUPERSEDED SURVEY CONTROL
 DJ0836
 DJ0836  NGVD 29 (??/??/??)   80.76   (m)          265.0    (f) RESET       3  
 DJ0836
 DJ0836.Superseded values are not recommended for survey control.
 DJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0836.See file dsdata.txt to determine how the superseded data were derived.
 DJ0836
 DJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC366052(NAD 83)
 DJ0836_MARKER: DD = SURVEY DISK
 DJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0836_STAMPING: 82V-208 1964 RESET 1967
 DJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0836+STABILITY: SURFACE MOTION
 DJ0836
 DJ0836  HISTORY     - Date     Condition        Report By
 DJ0836  HISTORY     - 1967     MONUMENTED       MSHD
 DJ0836
 DJ0836                          STATION DESCRIPTION
 DJ0836
 DJ0836'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DJ0836'4 MI E FROM STARKVILLE.
 DJ0836'TO REACH FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH ON
 DJ0836'WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO INTERSECTION OF U.S.
 DJ0836'HIGHWAY 82.  TURN RIGHT (EAST) ON U. S. HIGHWAY 82 AND CONTINUE EAST
 DJ0836'FOR 3.4 MILES TO SAND CREEK BRIDGE AND A GRAVEL ROAD ON THE LEFT. TURN
 DJ0836'LEFT (NORTH) ON THE GRAVEL ROAD FOR 0.4 MILE TO A WHITE FRAME CHURCH
 DJ0836'ON THE LEFT AND THE MARK NEAR THE NORTHEAST SIDE OF THE BUILDING. THE
 DJ0836'MARK IS A DISK, SET IN THE TOP OF A 12 IN. ROUND CONCRETE POST WHICH
 DJ0836'PROJECTS 3 INCHES.  IT IS 6.0 FEET EAST OF A 36 INCH OAK TREE, 24.0
 DJ0836'FEET NORTH OF A WELL PUMP, 43.0 FEET EAST OF THE NORTHEAST CORNER OF
 DJ0836'THE CHURCH AND 2 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0832 ***********************************************************************
 DJ0832  DESIGNATION -  82 V 209
 DJ0832  PID         -  DJ0832
 DJ0832  STATE/COUNTY-  MS/OKTIBBEHA
 DJ0832  USGS QUAD   -  ARTESIA (1987)
 DJ0832
 DJ0832                         *CURRENT SURVEY CONTROL
 DJ0832  ___________________________________________________________________
 DJ0832* NAD 83(1993)-  33 28 38.66700(N)    088 43 33.86233(W)     ADJUSTED  
 DJ0832* NAVD 88     -        83.912  (meters)     275.30   (feet)  ADJUSTED  
 DJ0832  ___________________________________________________________________
 DJ0832  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DJ0832  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ0832  DYNAMIC HT  -          83.822 (meters)     275.01  (feet)  COMP
 DJ0832  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 DJ0832
 DJ0832  HORZ ORDER  -  SECOND
 DJ0832  VERT ORDER  -  SECOND    CLASS 0
 DJ0832
 DJ0832.The horizontal coordinates were established by classical geodetic methods
 DJ0832.and adjusted by the National Geodetic Survey in May 1994.
 DJ0832
 DJ0832.The orthometric height was determined by differential leveling
 DJ0832.and adjusted in June 1991.
 DJ0832
 DJ0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0832
 DJ0832.The geoid height was determined by GEOID03.
 DJ0832
 DJ0832.The dynamic height is computed by dividing the NAVD 88
 DJ0832.geopotential number by the normal gravity value computed on the
 DJ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0832.degrees latitude (g = 980.6199 gals.).
 DJ0832
 DJ0832.The modeled gravity was interpolated from observed gravity values.
 DJ0832
 DJ0832;                    North         East     Units Scale Factor Converg.
 DJ0832;SPC MS E     -   440,990.516   309,969.007   MT  0.99995122   +0 03 33.0
 DJ0832;SPC MS E     - 1,446,816.38  1,016,956.65   sFT  0.99995122   +0 03 33.0
 DJ0832;UTM  16      - 3,705,547.206   339,621.865   MT  0.99991711   -0 57 08.3
 DJ0832
 DJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0832!SPC MS E     -   0.99999126  x   0.99995122  =   0.99994248
 DJ0832!UTM  16      -   0.99999126  x   0.99991711  =   0.99990837
 DJ0832
 DJ0832                          SUPERSEDED SURVEY CONTROL
 DJ0832
 DJ0832  NAD 83(1993)-  33 28 38.67599(N)    088 43 33.86068(W) AD(       ) 2
 DJ0832  NAD 83(1986)-  33 28 38.67674(N)    088 43 33.86038(W) AD(       ) 2
 DJ0832  NGVD 29 (??/??/92)   83.878  (m)          275.19   (f) ADJ UNCH    2 0
 DJ0832
 DJ0832.Superseded values are not recommended for survey control.
 DJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0832.See file dsdata.txt to determine how the superseded data were derived.
 DJ0832
 DJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3962205547(NAD 83)
 DJ0832_MARKER: DD = SURVEY DISK
 DJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0832_STAMPING: 82V-209 1964
 DJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0832+STABILITY: SURFACE MOTION
 DJ0832
 DJ0832  HISTORY     - Date     Condition        Report By
 DJ0832  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0832  HISTORY     - 1965     GOOD             MSHD
 DJ0832
 DJ0832                          STATION DESCRIPTION
 DJ0832
 DJ0832'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0832'5.30 MI E FROM STARKVILLE.
 DJ0832'TO REACH THE MARK FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH
 DJ0832'ON WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO U. S. HIGHWAY 82,
 DJ0832'TURN RIGHT, EAST, AND GO 4.4 MILES TO A BLACKTOP ROAD ON THE LEFT AND
 DJ0832'A DRIVE-IN THEATER ON THE LEFT, CONTINUE EAST ON U. S. HIGHWAY 82 FOR
 DJ0832'0.9 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DJ0832'OF A 12-INCH ROUND, CONCRETE POST.  IT IS 73 FEET NORTH OF THE
 DJ0832'CENTERLINE OF THE HIGHWAY, 75 FEET NORTHEAST OF THE CENTER OF THE
 DJ0832'HIGHWAY, 4 FEET SOUTHEAST OF A POWERLINE POLE WITH WIRES LEADING IN
 DJ0832'THREE DIRECTIONS, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 4 FEET
 DJ0832'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0458 ***********************************************************************
 DK0458  DESIGNATION -  82 V 21 MSHD
 DK0458  PID         -  DK0458
 DK0458  STATE/COUNTY-  MS/WASHINGTON
 DK0458  USGS QUAD   -  LELAND (1967)
 DK0458
 DK0458                         *CURRENT SURVEY CONTROL
 DK0458  ___________________________________________________________________
 DK0458* NAD 83(1986)-  33 24 03.     (N)    090 58 40.     (W)     SCALED    
 DK0458* NAVD 88     -        35.915  (meters)     117.83   (feet)  ADJUSTED  
 DK0458  ___________________________________________________________________
 DK0458  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0458  DYNAMIC HT  -          35.877 (meters)     117.71  (feet)  COMP
 DK0458  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DK0458
 DK0458  VERT ORDER  -  SECOND    CLASS 0
 DK0458
 DK0458.The horizontal coordinates were scaled from a topographic map and have
 DK0458.an estimated accuracy of +/- 6 seconds.
 DK0458
 DK0458.The orthometric height was determined by differential leveling
 DK0458.and adjusted in June 1991.
 DK0458
 DK0458.The geoid height was determined by GEOID03.
 DK0458
 DK0458.The dynamic height is computed by dividing the NAVD 88
 DK0458.geopotential number by the normal gravity value computed on the
 DK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0458.degrees latitude (g = 980.6199 gals.).
 DK0458
 DK0458.The modeled gravity was interpolated from observed gravity values.
 DK0458
 DK0458;                    North         East    Units  Estimated Accuracy
 DK0458;SPC MS W     -   432,680.      640,050.      MT  (+/- 180 meters Scaled)
 DK0458
 DK0458                          SUPERSEDED SURVEY CONTROL
 DK0458
 DK0458  NGVD 29 (??/??/??)   35.975  (m)          118.03   (f) ADJUSTED    2 0
 DK0458
 DK0458.Superseded values are not recommended for survey control.
 DK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0458.See file dsdata.txt to determine how the superseded data were derived.
 DK0458
 DK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS880975(NAD 83)
 DK0458_MARKER: DD = SURVEY DISK
 DK0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0458_STAMPING: BM 82V-21 1966
 DK0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0458+STABILITY: SURFACE MOTION
 DK0458
 DK0458  HISTORY     - Date     Condition        Report By
 DK0458  HISTORY     - 1966     MONUMENTED       MSHD
 DK0458  HISTORY     - 1967     GOOD             MSHD
 DK0458
 DK0458                          STATION DESCRIPTION
 DK0458
 DK0458'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0458'3.5 MI E FROM GREENVILLE.
 DK0458'LOCATED 4.45 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0458'WITH U.S. HIGHWAY 61 IN LELAND AND 3.5 MILES EAST OF THE INTERSECTION
 DK0458'OF MISSISSIPPI HIGHWAY 1 AND U.S. HIGHWAY 82 IN THE SOUTHEAST 1/4 OF
 DK0458'SECTION 15, T 18N, R 8W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0458'GREENVILLE, GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK0458'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (EAST) AND CONTINUE ON U.S.
 DK0458'HIGHWAY 82 FOR 4.4 MILES TO A FIELD ROAD, AND THE MARK ON THE LEFT AS
 DK0458'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND CONCRETE
 DK0458'POST, 58 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE FIELD
 DK0458'ROAD AND HIGHWAY 82, 55.5 FEET NORTH OF THE CENTER OF HIGHWAY 82, 20
 DK0458'FEET WEST OF THE CENTER OF THE FIELD ROAD, 15.7 FEET SOUTHEAST OF THE
 DK0458'SOUTH POST OF A DELTA IMPLEMENT COMPANY SIGN, 4.6 FEET WEST OF POWER
 DK0458'POLE NO. 39 1/2, 1.7 FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW
 DK0458'THE LEVEL OF HIGHWAY 82, AND PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0459 ***********************************************************************
 DK0459  DESIGNATION -  82 V 21 MSHD RESET 1973
 DK0459  PID         -  DK0459
 DK0459  STATE/COUNTY-  MS/WASHINGTON
 DK0459  USGS QUAD   -  LELAND (1967)
 DK0459
 DK0459                         *CURRENT SURVEY CONTROL
 DK0459  ___________________________________________________________________
 DK0459* NAD 83(1986)-  33 24 03.     (N)    090 58 40.     (W)     SCALED    
 DK0459* NAVD 88     -        35.66   (+/-2cm)     117.0    (feet)  VERTCON   
 DK0459  ___________________________________________________________________
 DK0459  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0459  VERT ORDER  -  THIRD (See Below)
 DK0459
 DK0459.The horizontal coordinates were scaled from a topographic map and have
 DK0459.an estimated accuracy of +/- 6 seconds.
 DK0459
 DK0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0459.The vertical order pertains to the NGVD 29 superseded value.
 DK0459
 DK0459.The geoid height was determined by GEOID03.
 DK0459
 DK0459;                    North         East    Units  Estimated Accuracy
 DK0459;SPC MS W     -   432,680.      640,050.      MT  (+/- 180 meters Scaled)
 DK0459
 DK0459                          SUPERSEDED SURVEY CONTROL
 DK0459
 DK0459  NGVD 29 (??/??/??)   35.74   (m)          117.3    (f) RESET       3  
 DK0459
 DK0459.Superseded values are not recommended for survey control.
 DK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0459.See file dsdata.txt to determine how the superseded data were derived.
 DK0459
 DK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS880975(NAD 83)
 DK0459_MARKER: DB = BENCH MARK DISK
 DK0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0459_STAMPING: 82V21 RESET 1973
 DK0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0459+STABILITY: SURFACE MOTION
 DK0459
 DK0459  HISTORY     - Date     Condition        Report By
 DK0459  HISTORY     - 1973     MONUMENTED       NGS
 DK0459
 DK0459                          STATION DESCRIPTION
 DK0459
 DK0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK0459'4.45 MI W FROM LELAND.
 DK0459'LOCATED 4.45 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0459'WITH U.S. HIGHWAY 61 AT LELAND OR 3.5 MILES EAST OF THE INTERSECTION
 DK0459'OF U.S. HIGHWAY 82 AND STATE HIGHWAY 1 AT GREENVILLE, AT THE DELTA
 DK0459'VILLAGE TRAILER PARK, OWNED BY MR. WILLIAM S. MOSOW.  IT IS 141 FEET
 DK0459'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LARGE BRICK BUILDING, 52 FEET
 DK0459'NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A POWER POLE, 14
 DK0459'FEET EAST OF THE EAST EDGE OF THE DRIVEWAY TO THE TRAILER PARK, 32
 DK0459'FEET EAST OF THE CENTER OF THE DRIVEWAY NORTH TO THE TRAILER PARK AND
 DK0459'9 FEET E.N.E. OF THE EAST END OF THE LARGE CONCRETE CULVERT UNDER THE
 DK0459'DRIVEWAY AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A SHORT ROD
 DK0459'TYPE MARK ENCASED IN A 4-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0829 ***********************************************************************
 DJ0829  DESIGNATION -  82 V 210 MSHD
 DJ0829  PID         -  DJ0829
 DJ0829  STATE/COUNTY-  MS/LOWNDES
 DJ0829  USGS QUAD   -  ARTESIA (1987)
 DJ0829
 DJ0829                         *CURRENT SURVEY CONTROL
 DJ0829  ___________________________________________________________________
 DJ0829* NAD 83(1993)-  33 28 38.42300(N)    088 42 39.30862(W)     ADJUSTED  
 DJ0829* NAVD 88     -        88.815  (meters)     291.39   (feet)  ADJUSTED  
 DJ0829  ___________________________________________________________________
 DJ0829  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DJ0829  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0829  DYNAMIC HT  -          88.720 (meters)     291.08  (feet)  COMP
 DJ0829  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DJ0829
 DJ0829  HORZ ORDER  -  SECOND
 DJ0829  VERT ORDER  -  SECOND    CLASS 0
 DJ0829
 DJ0829.The horizontal coordinates were established by classical geodetic methods
 DJ0829.and adjusted by the National Geodetic Survey in May 1994.
 DJ0829
 DJ0829.The orthometric height was determined by differential leveling
 DJ0829.and adjusted in June 1991.
 DJ0829
 DJ0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0829
 DJ0829.The geoid height was determined by GEOID03.
 DJ0829
 DJ0829.The dynamic height is computed by dividing the NAVD 88
 DJ0829.geopotential number by the normal gravity value computed on the
 DJ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0829.degrees latitude (g = 980.6199 gals.).
 DJ0829
 DJ0829.The modeled gravity was interpolated from observed gravity values.
 DJ0829
 DJ0829;                    North         East     Units Scale Factor Converg.
 DJ0829;SPC MS E     -   440,984.556   311,377.443   MT  0.99995160   +0 04 03.1
 DJ0829;SPC MS E     - 1,446,796.83  1,021,577.49   sFT  0.99995160   +0 04 03.1
 DJ0829;UTM  16      - 3,705,516.386   341,029.924   MT  0.99991157   -0 56 38.2
 DJ0829
 DJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0829!SPC MS E     -   0.99999049  x   0.99995160  =   0.99994209
 DJ0829!UTM  16      -   0.99999049  x   0.99991157  =   0.99990206
 DJ0829
 DJ0829                          SUPERSEDED SURVEY CONTROL
 DJ0829
 DJ0829  NAD 83(1993)-  33 28 38.43187(N)    088 42 39.30691(W) AD(       ) 2
 DJ0829  NAD 83(1986)-  33 28 38.43292(N)    088 42 39.30640(W) AD(       ) 2
 DJ0829  NGVD 29 (??/??/92)   88.782  (m)          291.28   (f) ADJ UNCH    2 0
 DJ0829
 DJ0829.Superseded values are not recommended for survey control.
 DJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0829.See file dsdata.txt to determine how the superseded data were derived.
 DJ0829
 DJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4103005516(NAD 83)
 DJ0829_MARKER: DD = SURVEY DISK
 DJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0829_STAMPING: 82V-210 1964
 DJ0829_MARK LOGO: MSHD  
 DJ0829_PROJECTION: PROJECTING 6 CENTIMETERS
 DJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0829+STABILITY: SURFACE MOTION
 DJ0829
 DJ0829  HISTORY     - Date     Condition        Report By
 DJ0829  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0829  HISTORY     - 1965     GOOD             MSHD
 DJ0829  HISTORY     - 1972     GOOD             NGS
 DJ0829  HISTORY     - 1983     GOOD             NGS
 DJ0829
 DJ0829                          STATION DESCRIPTION
 DJ0829
 DJ0829'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0829'3.05 MI W FROM MAYHEW.
 DJ0829'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0829'HIGHWAY 45 W AT MAYHEW, GO WEST ON HIGHWAY 82 FOR 2.75 MILES TO A
 DJ0829'CROSSROAD, CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON
 DJ0829'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 DJ0829'CONCRETE POST.  IT IS 47.5 FEET NORTH OF THE CENTERLINE OF THE
 DJ0829'HIGHWAY, 42 FEET NORTHEAST OF THE EAST END OF A 15-INCH CONCRETE SIDE
 DJ0829'DRAIN PIPE, 5 FEET EAST OF A 48-INCH OAK TREE, 3 FEET SOUTH OF A
 DJ0829'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE
 DJ0829'LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 DJ0829
 DJ0829                          STATION RECOVERY (1972)
 DJ0829
 DJ0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ0829'RECOVERED IN GOOD CONDITION.
 DJ0829
 DJ0829                          STATION RECOVERY (1983)
 DJ0829
 DJ0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0829'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.9 KM
 DJ0829'(3.05 MI) WEST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ0829'HIGHWAY 82 AND U.S. HIGHWAY 45 ALTERNATE IN THE SMALL COMMUNITY OF
 DJ0829'MAYHEW (WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE NEW U.S. HIGHWAY 82
 DJ0829'OVERPASS), 14.48 METERS (47.5 FT) NORTH OF THE CENTERLINE OF THE
 DJ0829'HIGHWAY, 12.80 METERS (42.0 FT) NORTHEAST OF THE EAST END OF AN
 DJ0829'18-INCH DIAMETER CONCRETE SIDE DRAIN PIPE, AND 1.52 METERS (5.0 FT)
 DJ0829'EAST OF A 48-INCH DIAMETER OAK TREE.  NOT LEVELED TO AT THIS TIME.
 DJ0829'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 DJ0829'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0827 ***********************************************************************
 DJ0827  DESIGNATION -  82 V 211 MSHD
 DJ0827  PID         -  DJ0827
 DJ0827  STATE/COUNTY-  MS/LOWNDES
 DJ0827  USGS QUAD   -  ARTESIA (1987)
 DJ0827
 DJ0827                         *CURRENT SURVEY CONTROL
 DJ0827  ___________________________________________________________________
 DJ0827* NAD 83(1993)-  33 28 38.39351(N)    088 41 44.98037(W)     ADJUSTED  
 DJ0827* NAVD 88     -        76.706  (meters)     251.66   (feet)  ADJUSTED  
 DJ0827  ___________________________________________________________________
 DJ0827  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DJ0827  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0827  DYNAMIC HT  -          76.624 (meters)     251.39  (feet)  COMP
 DJ0827  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DJ0827
 DJ0827  HORZ ORDER  -  SECOND
 DJ0827  VERT ORDER  -  SECOND    CLASS 0
 DJ0827
 DJ0827.The horizontal coordinates were established by classical geodetic methods
 DJ0827.and adjusted by the National Geodetic Survey in May 1994.
 DJ0827
 DJ0827.The orthometric height was determined by differential leveling
 DJ0827.and adjusted in June 1991.
 DJ0827
 DJ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0827
 DJ0827.The geoid height was determined by GEOID03.
 DJ0827
 DJ0827.The dynamic height is computed by dividing the NAVD 88
 DJ0827.geopotential number by the normal gravity value computed on the
 DJ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0827.degrees latitude (g = 980.6199 gals.).
 DJ0827
 DJ0827.The modeled gravity was interpolated from observed gravity values.
 DJ0827
 DJ0827;                    North         East     Units Scale Factor Converg.
 DJ0827;SPC MS E     -   440,985.403   312,780.052   MT  0.99995201   +0 04 33.1
 DJ0827;SPC MS E     - 1,446,799.61  1,026,179.22   sFT  0.99995201   +0 04 33.1
 DJ0827;UTM  16      - 3,705,492.473   342,432.269   MT  0.99990610   -0 56 08.2
 DJ0827
 DJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0827!SPC MS E     -   0.99999239  x   0.99995201  =   0.99994440
 DJ0827!UTM  16      -   0.99999239  x   0.99990610  =   0.99989849
 DJ0827
 DJ0827                          SUPERSEDED SURVEY CONTROL
 DJ0827
 DJ0827  NAD 83(1993)-  33 28 38.40230(N)    088 41 44.97860(W) AD(       ) 2
 DJ0827  NAD 83(1986)-  33 28 38.40358(N)    088 41 44.97799(W) AD(       ) 2
 DJ0827  NGVD 29 (??/??/92)   76.674  (m)          251.55   (f) ADJ UNCH    2 0
 DJ0827
 DJ0827.Superseded values are not recommended for survey control.
 DJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0827.See file dsdata.txt to determine how the superseded data were derived.
 DJ0827
 DJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4243205492(NAD 83)
 DJ0827_MARKER: DD = SURVEY DISK
 DJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0827_STAMPING: 82V-211 1964
 DJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0827+STABILITY: SURFACE MOTION
 DJ0827
 DJ0827  HISTORY     - Date     Condition        Report By
 DJ0827  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0827  HISTORY     - 1965     GOOD             MSHD
 DJ0827  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0827
 DJ0827                          STATION DESCRIPTION
 DJ0827
 DJ0827'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0827'2.15 MI W FROM MAYHEW.
 DJ0827'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 82 AND STATE
 DJ0827'HIGHWAY 45 W AT MAYHEW, GO WEST ON U. S. HIGHWAY 82 FOR 2.15 MILES TO
 DJ0827'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0827'ROUND CONCRETE POST.  IT IS LOCATED AT THE CREST OF A SMALL GRADE AND
 DJ0827'LARGE BARNS ON EACH SIDE OF THE HIGHWAY, 45 FEET NORTH OF THE
 DJ0827'CENTERLINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER OF A WOODEN
 DJ0827'GATE, 4 FEET SOUTH OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 DJ0827'POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.
 DJ0827
 DJ0827                          STATION RECOVERY (1983)
 DJ0827
 DJ0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0827'NOT RECOVERED THIS DATE, ASSUME KNOCKED OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0822 ***********************************************************************
 DJ0822  DESIGNATION -  82 V 212 MSHD
 DJ0822  PID         -  DJ0822
 DJ0822  STATE/COUNTY-  MS/LOWNDES
 DJ0822  USGS QUAD   -  ARTESIA (1987)
 DJ0822
 DJ0822                         *CURRENT SURVEY CONTROL
 DJ0822  ___________________________________________________________________
 DJ0822* NAD 83(1993)-  33 28 39.37676(N)    088 40 50.68758(W)     ADJUSTED  
 DJ0822* NAVD 88     -        79.543  (meters)     260.97   (feet)  ADJUSTED  
 DJ0822  ___________________________________________________________________
 DJ0822  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DJ0822  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0822  DYNAMIC HT  -          79.457 (meters)     260.69  (feet)  COMP
 DJ0822  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DJ0822
 DJ0822  HORZ ORDER  -  SECOND
 DJ0822  VERT ORDER  -  SECOND    CLASS 0
 DJ0822
 DJ0822.The horizontal coordinates were established by classical geodetic methods
 DJ0822.and adjusted by the National Geodetic Survey in May 1994.
 DJ0822
 DJ0822.The orthometric height was determined by differential leveling
 DJ0822.and adjusted in June 1991.
 DJ0822
 DJ0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0822
 DJ0822.The geoid height was determined by GEOID03.
 DJ0822
 DJ0822.The dynamic height is computed by dividing the NAVD 88
 DJ0822.geopotential number by the normal gravity value computed on the
 DJ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0822.degrees latitude (g = 980.6199 gals.).
 DJ0822
 DJ0822.The modeled gravity was interpolated from observed gravity values.
 DJ0822
 DJ0822;                    North         East     Units Scale Factor Converg.
 DJ0822;SPC MS E     -   441,017.651   314,181.700   MT  0.99995248   +0 05 03.0
 DJ0822;SPC MS E     - 1,446,905.41  1,030,777.79   sFT  0.99995248   +0 05 03.0
 DJ0822;UTM  16      - 3,705,499.974   343,834.199   MT  0.99990067   -0 55 38.3
 DJ0822
 DJ0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0822!SPC MS E     -   0.99999195  x   0.99995248  =   0.99994443
 DJ0822!UTM  16      -   0.99999195  x   0.99990067  =   0.99989262
 DJ0822
 DJ0822                          SUPERSEDED SURVEY CONTROL
 DJ0822
 DJ0822  NAD 83(1993)-  33 28 39.38553(N)    088 40 50.68573(W) AD(       ) 2
 DJ0822  NAD 83(1986)-  33 28 39.38704(N)    088 40 50.68499(W) AD(       ) 2
 DJ0822  NGVD 29 (??/??/92)   79.511  (m)          260.86   (f) ADJ UNCH    2 0
 DJ0822
 DJ0822.Superseded values are not recommended for survey control.
 DJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0822.See file dsdata.txt to determine how the superseded data were derived.
 DJ0822
 DJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4383405500(NAD 83)
 DJ0822_MARKER: DD = SURVEY DISK
 DJ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0822_STAMPING: 82V-212 1964
 DJ0822_MARK LOGO: MSHD  
 DJ0822_PROJECTION: FLUSH
 DJ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0822+STABILITY: SURFACE MOTION
 DJ0822
 DJ0822  HISTORY     - Date     Condition        Report By
 DJ0822  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0822  HISTORY     - 1965     GOOD             MSHD
 DJ0822  HISTORY     - 1983     GOOD             NGS
 DJ0822
 DJ0822                          STATION DESCRIPTION
 DJ0822
 DJ0822'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0822'1.25 MI W FROM MAYHEW.
 DJ0822'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0822'S. HIGHWAY 82 AT MAYHEW, GO WEST ON HIGHWAY 82 FOR 1.25 MILES TO A
 DJ0822'BLACKTOP ROAD ON THE RIGHT AND THE MARK.  THE MARK IS A DISK SET IN
 DJ0822'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 90 FEET NORTH OF THE
 DJ0822'CENTERLINE OF THE HIGHWAY, 43 FEET WEST OF THE CENTER OF A BLACKTOP
 DJ0822'ROAD LEADING TO THE OKTIBBEHA COUNTY AIR FIELD, 33 FEET NORTHWEST OF
 DJ0822'THE WEST END OF A 15-INCH CONCRETE PIPE UNDER THE BLACKTOP ROAD, 5
 DJ0822'FEET SOUTHWEST OF A GUY POLE, 2 FEET NORTHEAST OF A METAL WITNESS
 DJ0822'POST, 3 FEET ABOVE THE AIRPORT ROAD, 1 FOOT BELOW THE LEVEL OF THE
 DJ0822'HIGHWAY AND PROJECTS 2 INCHES.
 DJ0822
 DJ0822                          STATION RECOVERY (1983)
 DJ0822
 DJ0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0822'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 KM
 DJ0822'(1.25 MI) WEST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ0822'HIGHWAY 82 AND U.S. HIGHWAY 45 ALTERNATE IN THE SMALL COMMUNITY OF
 DJ0822'MAYHEW (WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE NEW U.S. HIGHWAY 82
 DJ0822'OVERPASS), AT A BLACKTOP ROAD LEADING NORTH, 13.11 METERS (43.0 FT)
 DJ0822'WEST OF THE CENTER OF THE BLACKTOP ROAD LEADING NORTH, 10.06 METERS
 DJ0822'(33.0 FT) NORTHWEST OF THE WEST END OF AN 18-INCH DIAMETER CONCRETE
 DJ0822'PIPE UNDER THE BLACKTOP ROAD, AND 1.52 METERS (5.0 FT) SOUTHWEST OF A
 DJ0822'GUY POLE.  NOT LEVELED TO AT THIS TIME.
 DJ0822'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DJ0822'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0823 ***********************************************************************
 DJ0823  DESIGNATION -  82 V 213
 DJ0823  PID         -  DJ0823
 DJ0823  STATE/COUNTY-  MS/LOWNDES
 DJ0823  USGS QUAD   -  ARTESIA (1987)
 DJ0823
 DJ0823                         *CURRENT SURVEY CONTROL
 DJ0823  ___________________________________________________________________
 DJ0823* NAD 83(1986)-  33 29 14.     (N)    088 40 47.     (W)     SCALED    
 DJ0823* NAVD 88     -        80.455  (meters)     263.96   (feet)  ADJUSTED  
 DJ0823  ___________________________________________________________________
 DJ0823  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0823  DYNAMIC HT  -          80.369 (meters)     263.68  (feet)  COMP
 DJ0823  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DJ0823
 DJ0823  VERT ORDER  -  SECOND    CLASS 0
 DJ0823
 DJ0823.The horizontal coordinates were scaled from a topographic map and have
 DJ0823.an estimated accuracy of +/- 6 seconds.
 DJ0823
 DJ0823.The orthometric height was determined by differential leveling
 DJ0823.and adjusted in June 1991.
 DJ0823
 DJ0823.The geoid height was determined by GEOID03.
 DJ0823
 DJ0823.The dynamic height is computed by dividing the NAVD 88
 DJ0823.geopotential number by the normal gravity value computed on the
 DJ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0823.degrees latitude (g = 980.6199 gals.).
 DJ0823
 DJ0823.The modeled gravity was interpolated from observed gravity values.
 DJ0823
 DJ0823;                    North         East    Units  Estimated Accuracy
 DJ0823;SPC MS E     -   442,080.      314,280.      MT  (+/- 180 meters Scaled)
 DJ0823
 DJ0823                          SUPERSEDED SURVEY CONTROL
 DJ0823
 DJ0823  NGVD 29 (??/??/92)   80.421  (m)          263.85   (f) ADJ UNCH    2 0
 DJ0823
 DJ0823.Superseded values are not recommended for survey control.
 DJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0823.See file dsdata.txt to determine how the superseded data were derived.
 DJ0823
 DJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC439065(NAD 83)
 DJ0823_MARKER: DD = SURVEY DISK
 DJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0823_STAMPING: 82V-213 1964
 DJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0823+STABILITY: SURFACE MOTION
 DJ0823
 DJ0823  HISTORY     - Date     Condition        Report By
 DJ0823  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0823  HISTORY     - 1965     GOOD             MSHD
 DJ0823
 DJ0823                          STATION DESCRIPTION
 DJ0823
 DJ0823'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0823'1.95 MI NW FROM MAYHEW.
 DJ0823'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0823'S. HIGHWAY 82 AT MAYHEW, GO WEST ON HIGHWAY 82 FOR 1.25 MILES TO A
 DJ0823'BLACKTOP ROAD ON THE RIGHT, TURN RIGHT, NORTH AND GO 0.7 MILE TO THE
 DJ0823'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0823'ROUND, CONCRETE POST.  IT IS 30 FEET WEST OF THE CENTER OF A BLACKTOP
 DJ0823'ROAD, 10 FEET EAST OF A 12-INCH OAK TREE, 3 FEET SOUTH OF A CORNER
 DJ0823'FENCE POST, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DJ0823'THE BLACKTOP ROAD AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0824 ***********************************************************************
 DJ0824  DESIGNATION -  82 V 214
 DJ0824  PID         -  DJ0824
 DJ0824  STATE/COUNTY-  MS/LOWNDES
 DJ0824  USGS QUAD   -  WEST POINT (1987)
 DJ0824
 DJ0824                         *CURRENT SURVEY CONTROL
 DJ0824  ___________________________________________________________________
 DJ0824* NAD 83(1986)-  33 30 02.     (N)    088 40 41.     (W)     SCALED    
 DJ0824* NAVD 88     -        75.298  (meters)     247.04   (feet)  ADJUSTED  
 DJ0824  ___________________________________________________________________
 DJ0824  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0824  DYNAMIC HT  -          75.217 (meters)     246.77  (feet)  COMP
 DJ0824  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DJ0824
 DJ0824  VERT ORDER  -  SECOND    CLASS 0
 DJ0824
 DJ0824.The horizontal coordinates were scaled from a topographic map and have
 DJ0824.an estimated accuracy of +/- 6 seconds.
 DJ0824
 DJ0824.The orthometric height was determined by differential leveling
 DJ0824.and adjusted in June 1991.
 DJ0824
 DJ0824.The geoid height was determined by GEOID03.
 DJ0824
 DJ0824.The dynamic height is computed by dividing the NAVD 88
 DJ0824.geopotential number by the normal gravity value computed on the
 DJ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0824.degrees latitude (g = 980.6199 gals.).
 DJ0824
 DJ0824.The modeled gravity was interpolated from observed gravity values.
 DJ0824
 DJ0824;                    North         East    Units  Estimated Accuracy
 DJ0824;SPC MS E     -   443,560.      314,430.      MT  (+/- 180 meters Scaled)
 DJ0824
 DJ0824                          SUPERSEDED SURVEY CONTROL
 DJ0824
 DJ0824  NGVD 29 (??/??/92)   75.27   (m)          246.9    (f) COMPUTED    2 0
 DJ0824
 DJ0824.Superseded values are not recommended for survey control.
 DJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0824.See file dsdata.txt to determine how the superseded data were derived.
 DJ0824
 DJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC441080(NAD 83)
 DJ0824_MARKER: DD = SURVEY DISK
 DJ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0824_STAMPING: 82V-214 1964
 DJ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0824+STABILITY: SURFACE MOTION
 DJ0824
 DJ0824  HISTORY     - Date     Condition        Report By
 DJ0824  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0824  HISTORY     - 1965     GOOD             MSHD
 DJ0824
 DJ0824                          STATION DESCRIPTION
 DJ0824
 DJ0824'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0824'2.85 MI NW FROM MAYHEW.
 DJ0824'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0824'S. HIGHWAY 82 AT MAYHEW, GO WEST ON HIGHWAY 82 FOR 1.25 MILES TO A
 DJ0824'BLACKTOP ROAD ON THE RIGHT, TURN RIGHT, NORTH AND GO 1.60 MILES TO THE
 DJ0824'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ0824'12-INCH ROUND, CONCRETE POST.  IT IS 35 FEET WEST OF THE CENTER OF THE
 DJ0824'ROAD, 36 FEET NORTH OF THE CENTER OF THE DRIVEWAY LEADING INTO THE AIR
 DJ0824'FIELD, 56 FEET SOUTHWEST OF THE JUNCTION OF THE MAIN ROAD AND A GRAVEL
 DJ0824'ROAD LEADING EAST, 86 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 DJ0824'CHIMNEY, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DJ0824'THE BLACK TOP ROAD AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0817 ***********************************************************************
 DJ0817  DESIGNATION -  82 V 215 MSHD
 DJ0817  PID         -  DJ0817
 DJ0817  STATE/COUNTY-  MS/LOWNDES
 DJ0817  USGS QUAD   -  ARTESIA (1987)
 DJ0817
 DJ0817                         *CURRENT SURVEY CONTROL
 DJ0817  ___________________________________________________________________
 DJ0817* NAD 83(1986)-  33 28 36.     (N)    088 39 38.     (W)     SCALED    
 DJ0817* NAVD 88     -        72.613  (meters)     238.23   (feet)  ADJUSTED  
 DJ0817  ___________________________________________________________________
 DJ0817  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DJ0817  DYNAMIC HT  -          72.536 (meters)     237.98  (feet)  COMP
 DJ0817  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DJ0817
 DJ0817  VERT ORDER  -  FIRST     CLASS II
 DJ0817
 DJ0817.The horizontal coordinates were scaled from a topographic map and have
 DJ0817.an estimated accuracy of +/- 6 seconds.
 DJ0817
 DJ0817.The orthometric height was determined by differential leveling
 DJ0817.and adjusted in June 1991.
 DJ0817
 DJ0817.The geoid height was determined by GEOID03.
 DJ0817
 DJ0817.The dynamic height is computed by dividing the NAVD 88
 DJ0817.geopotential number by the normal gravity value computed on the
 DJ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0817.degrees latitude (g = 980.6199 gals.).
 DJ0817
 DJ0817.The modeled gravity was interpolated from observed gravity values.
 DJ0817
 DJ0817;                    North         East    Units  Estimated Accuracy
 DJ0817;SPC MS E     -   440,920.      316,060.      MT  (+/- 180 meters Scaled)
 DJ0817
 DJ0817                          SUPERSEDED SURVEY CONTROL
 DJ0817
 DJ0817  NGVD 29 (??/??/92)   72.583  (m)          238.13   (f) ADJ UNCH    1 2
 DJ0817
 DJ0817.Superseded values are not recommended for survey control.
 DJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0817.See file dsdata.txt to determine how the superseded data were derived.
 DJ0817
 DJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC457053(NAD 83)
 DJ0817_MARKER: DD = SURVEY DISK
 DJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0817_STAMPING: 82V-215 1964
 DJ0817_MARK LOGO: MSHD  
 DJ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0817+STABILITY: SURFACE MOTION
 DJ0817
 DJ0817  HISTORY     - Date     Condition        Report By
 DJ0817  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0817  HISTORY     - 1965     GOOD             MSHD
 DJ0817  HISTORY     - 1981     GOOD             LOCSUR
 DJ0817  HISTORY     - 1983     GOOD             NGS
 DJ0817
 DJ0817                          STATION DESCRIPTION
 DJ0817
 DJ0817'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0817'0.2 MI S FROM MAYHEW.
 DJ0817'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0817'S. HIGHWAY 82 AT MAYHEW, GO SOUTH ON STATE HIGHWAY 45 W FOR 0.2 MILE
 DJ0817'TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ0817'12-INCH ROUND, CONCRETE POST.  IT IS 2 FEET EAST OF A CORNER FENCE
 DJ0817'POST, 57 FEET NORTHWEST OF A CREOSOTE POLE SUPPORTING A SIGN THAT
 DJ0817'HANGS OVER THE HIGHWAY, 2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 DJ0817'ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0817
 DJ0817                          STATION RECOVERY (1981)
 DJ0817
 DJ0817'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0817'RECOVERED IN GOOD CONDITION.
 DJ0817
 DJ0817                          STATION RECOVERY (1983)
 DJ0817
 DJ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0817'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0817'DEPARTMENT.  DELETE, 58 FEET NORTHWEST OF THE WEST POLE SUPPORTING A
 DJ0817'SIGN ACROSS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0816 ***********************************************************************
 DJ0816  DESIGNATION -  82 V 216 MSHD
 DJ0816  PID         -  DJ0816
 DJ0816  STATE/COUNTY-  MS/LOWNDES
 DJ0816  USGS QUAD   -  ARTESIA (1987)
 DJ0816
 DJ0816                         *CURRENT SURVEY CONTROL
 DJ0816  ___________________________________________________________________
 DJ0816* NAD 83(1986)-  33 28 44.     (N)    088 39 03.     (W)     SCALED    
 DJ0816* NAVD 88     -        66.787  (meters)     219.12   (feet)  ADJUSTED  
 DJ0816  ___________________________________________________________________
 DJ0816  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DJ0816  DYNAMIC HT  -          66.716 (meters)     218.88  (feet)  COMP
 DJ0816  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DJ0816
 DJ0816  VERT ORDER  -  FIRST     CLASS II
 DJ0816
 DJ0816.The horizontal coordinates were scaled from a topographic map and have
 DJ0816.an estimated accuracy of +/- 6 seconds.
 DJ0816
 DJ0816.The orthometric height was determined by differential leveling
 DJ0816.and adjusted in June 1991.
 DJ0816.WARNING-Repeat measurements at this control monument indicate possible
 DJ0816.vertical movement.
 DJ0816
 DJ0816.The geoid height was determined by GEOID03.
 DJ0816
 DJ0816.The dynamic height is computed by dividing the NAVD 88
 DJ0816.geopotential number by the normal gravity value computed on the
 DJ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0816.degrees latitude (g = 980.6199 gals.).
 DJ0816
 DJ0816.The modeled gravity was interpolated from observed gravity values.
 DJ0816
 DJ0816;                    North         East    Units  Estimated Accuracy
 DJ0816;SPC MS E     -   441,170.      316,960.      MT  (+/- 180 meters Scaled)
 DJ0816
 DJ0816                          SUPERSEDED SURVEY CONTROL
 DJ0816
 DJ0816  NGVD 29 (??/??/92)   66.765  (m)          219.04   (f) ADJ UNCH    1 2
 DJ0816
 DJ0816.Superseded values are not recommended for survey control.
 DJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0816.See file dsdata.txt to determine how the superseded data were derived.
 DJ0816
 DJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC466055(NAD 83)
 DJ0816_MARKER: DD = SURVEY DISK
 DJ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0816_STAMPING: 82V-216 1964
 DJ0816_MARK LOGO: MSHD  
 DJ0816_PROJECTION: PROJECTING 6 CENTIMETERS
 DJ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0816+STABILITY: SURFACE MOTION
 DJ0816
 DJ0816  HISTORY     - Date     Condition        Report By
 DJ0816  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0816  HISTORY     - 1965     GOOD             MSHD
 DJ0816  HISTORY     - 1980     GOOD             LOCSUR
 DJ0816  HISTORY     - 1983     GOOD             NGS
 DJ0816
 DJ0816                          STATION DESCRIPTION
 DJ0816
 DJ0816'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0816'0.4 MI E FROM MAYHEW.
 DJ0816'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0816'S. HIGHWAY 82 AT MAYHEW, GO EAST ON HIGHWAY 82 FOR 0.4 MILE TO THE
 DJ0816'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0816'ROUND, CONCRETE POST.  IT IS 48 FEET NORTH OF THE CENTERLINE OF THE
 DJ0816'HIGHWAY, 4 FEET NORTHEAST OF A POWERLINE POLE, 5 FEET SOUTH OF A WHITE
 DJ0816'BOARD FENCE, 6 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 2 FEET WEST OF A
 DJ0816'METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 82 AND FLUSH WITH THE
 DJ0816'GROUND.
 DJ0816
 DJ0816                          STATION RECOVERY (1980)
 DJ0816
 DJ0816'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 DJ0816'RECOVERED IN GOOD CONDITION.
 DJ0816
 DJ0816                          STATION RECOVERY (1983)
 DJ0816
 DJ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0816'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD POLICE
 DJ0816'DEPARTMENT.  DELETE, 4.7 FEET NORTHEAST OF A POWER POLE, 4.6 FEET
 DJ0816'SOUTH OF A WOODEN FENCE.
 DJ0816'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DJ0816'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0814 ***********************************************************************
 DJ0814  DESIGNATION -  82 V 217 MSHD
 DJ0814  PID         -  DJ0814
 DJ0814  STATE/COUNTY-  MS/LOWNDES
 DJ0814  USGS QUAD   -  ARTESIA (1987)
 DJ0814
 DJ0814                         *CURRENT SURVEY CONTROL
 DJ0814  ___________________________________________________________________
 DJ0814* NAD 83(1986)-  33 28 52.     (N)    088 38 07.     (W)     SCALED    
 DJ0814* NAVD 88     -        63.956  (meters)     209.83   (feet)  ADJUSTED  
 DJ0814  ___________________________________________________________________
 DJ0814  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0814  DYNAMIC HT  -          63.888 (meters)     209.61  (feet)  COMP
 DJ0814  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 DJ0814
 DJ0814  VERT ORDER  -  FIRST     CLASS II
 DJ0814
 DJ0814.The horizontal coordinates were scaled from a topographic map and have
 DJ0814.an estimated accuracy of +/- 6 seconds.
 DJ0814
 DJ0814.The orthometric height was determined by differential leveling
 DJ0814.and adjusted in June 1991.
 DJ0814
 DJ0814.The geoid height was determined by GEOID03.
 DJ0814
 DJ0814.The dynamic height is computed by dividing the NAVD 88
 DJ0814.geopotential number by the normal gravity value computed on the
 DJ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0814.degrees latitude (g = 980.6199 gals.).
 DJ0814
 DJ0814.The modeled gravity was interpolated from observed gravity values.
 DJ0814
 DJ0814;                    North         East    Units  Estimated Accuracy
 DJ0814;SPC MS E     -   441,410.      318,410.      MT  (+/- 180 meters Scaled)
 DJ0814
 DJ0814                          SUPERSEDED SURVEY CONTROL
 DJ0814
 DJ0814  NGVD 29 (??/??/92)   63.925  (m)          209.73   (f) ADJ UNCH    1 2
 DJ0814
 DJ0814.Superseded values are not recommended for survey control.
 DJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0814.See file dsdata.txt to determine how the superseded data were derived.
 DJ0814
 DJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC480058(NAD 83)
 DJ0814_MARKER: DD = SURVEY DISK
 DJ0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0814_SP_SET: ABUTMENT
 DJ0814_STAMPING: 82V-217 1964
 DJ0814_MARK LOGO: MSHD  
 DJ0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0814
 DJ0814  HISTORY     - Date     Condition        Report By
 DJ0814  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0814  HISTORY     - 1965     GOOD             MSHD
 DJ0814  HISTORY     - 1983     GOOD             NGS
 DJ0814
 DJ0814                          STATION DESCRIPTION
 DJ0814
 DJ0814'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0814'1.3 MI E FROM MAYHEW.
 DJ0814'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE LOCATED ON THE G.M.
 DJ0814'AND O. RAILROAD, .3 MILE SOUTH OF MAYHEW.  IT IS SET IN THE EAST END
 DJ0814'OF A BRIDGE ABUTMENT OVER U. S. HIGHWAY 82, AND 6 FEET BELOW THE LEVEL
 DJ0814'OF THE TRACK.
 DJ0814
 DJ0814                          STATION RECOVERY (1983)
 DJ0814
 DJ0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0814'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3 MI
 DJ0814'EAST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. HIGHWAY 45
 DJ0814'ALTERNATE IN MAYHEW, WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE NEW U.S.
 DJ0814'HIGHWAY 82 OVERPASS, AT A RAILROAD OVERPASS, SET IN THE EAST END OF
 DJ0814'THE RAILROAD BRIDGE ABUTMENT, AT THE NORTHEAST CORNER OF THE BRIDGE,
 DJ0814'15.5 METERS (51.0 FT) NORTH-NORTHEAST OF THE CENTER OF OLD U.S.
 DJ0814'HIGHWAY 82, AND 1.8 METERS (6.0 FT) EAST OF THE EAST RAIL.
 DJ0814'THE MARK IS 0.3 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0813 ***********************************************************************
 DJ0813  DESIGNATION -  82 V 218 MSHD
 DJ0813  PID         -  DJ0813
 DJ0813  STATE/COUNTY-  MS/LOWNDES
 DJ0813  USGS QUAD   -  ARTESIA (1987)
 DJ0813
 DJ0813                         *CURRENT SURVEY CONTROL
 DJ0813  ___________________________________________________________________
 DJ0813* NAD 83(1986)-  33 28 52.     (N)    088 37 42.     (W)     SCALED    
 DJ0813* NAVD 88     -        59.111  (meters)     193.93   (feet)  ADJUSTED  
 DJ0813  ___________________________________________________________________
 DJ0813  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0813  DYNAMIC HT  -          59.048 (meters)     193.73  (feet)  COMP
 DJ0813  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 DJ0813
 DJ0813  VERT ORDER  -  SECOND    CLASS 0
 DJ0813
 DJ0813.The horizontal coordinates were scaled from a topographic map and have
 DJ0813.an estimated accuracy of +/- 6 seconds.
 DJ0813
 DJ0813.The orthometric height was determined by differential leveling
 DJ0813.and adjusted in June 1991.
 DJ0813
 DJ0813.The geoid height was determined by GEOID03.
 DJ0813
 DJ0813.The dynamic height is computed by dividing the NAVD 88
 DJ0813.geopotential number by the normal gravity value computed on the
 DJ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0813.degrees latitude (g = 980.6199 gals.).
 DJ0813
 DJ0813.The modeled gravity was interpolated from observed gravity values.
 DJ0813
 DJ0813;                    North         East    Units  Estimated Accuracy
 DJ0813;SPC MS E     -   441,420.      319,050.      MT  (+/- 180 meters Scaled)
 DJ0813
 DJ0813                          SUPERSEDED SURVEY CONTROL
 DJ0813
 DJ0813  NGVD 29 (??/??/92)   59.083  (m)          193.84   (f) ADJ UNCH    2 0
 DJ0813
 DJ0813.Superseded values are not recommended for survey control.
 DJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0813.See file dsdata.txt to determine how the superseded data were derived.
 DJ0813
 DJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC487058(NAD 83)
 DJ0813_MARKER: DD = SURVEY DISK
 DJ0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0813_SP_SET: ABUTMENT
 DJ0813_STAMPING: 82V-218 1964
 DJ0813_MARK LOGO: MSHD  
 DJ0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0813
 DJ0813  HISTORY     - Date     Condition        Report By
 DJ0813  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0813  HISTORY     - 1965     GOOD             MSHD
 DJ0813  HISTORY     - 1983     GOOD             NGS
 DJ0813
 DJ0813                          STATION DESCRIPTION
 DJ0813
 DJ0813'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0813'1.75 MI E FROM MAYHEW.
 DJ0813'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0813'S. HIGHWAY 82 AT MAYHEW, GO EAST ON HIGHWAY 82 FOR 1.75 MILES TO A
 DJ0813'BRIDGE AND THE MARK.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0813'HOLE IN THE SOUTH SIDE OF THE EAST ABUTMENT OF A CONCRETE BRIDGE, 15.5
 DJ0813'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.45 MILE WEST OF THE
 DJ0813'G.M. AND O. RAILROAD OVERPASS, OVER U. S. HIGHWAY 82 AND ABOUT LEVEL
 DJ0813'WITH THE CENTERLINE OF U. S. HIGHWAY 82.
 DJ0813
 DJ0813                          STATION RECOVERY (1983)
 DJ0813
 DJ0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0813'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 DJ0813'(1.75 MI) EAST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ0813'HIGHWAY 45 ALTERNATE IN MAYHEW, WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE
 DJ0813'NEW U.S. HIGHWAY 82 OVERPASS, AT THE EAST END OF A CONCRETE BRIDGE,
 DJ0813'SET IN THE SOUTH SIDE OF THE EAST ABUTMENT, 4.7 METERS (15.5 FT) SOUTH
 DJ0813'OF THE CENTER OF OLD U.S. HIGHWAY 82.  NOT LEVELED TO AT THIS TIME.
 DJ0813'THE MARK IS 0.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0812 ***********************************************************************
 DJ0812  DESIGNATION -  82 V 219 MSHD
 DJ0812  PID         -  DJ0812
 DJ0812  STATE/COUNTY-  MS/LOWNDES
 DJ0812  USGS QUAD   -  BENT OAK (1987)
 DJ0812
 DJ0812                         *CURRENT SURVEY CONTROL
 DJ0812  ___________________________________________________________________
 DJ0812* NAD 83(1986)-  33 28 53.     (N)    088 36 52.     (W)     SCALED    
 DJ0812* NAVD 88     -        56.914  (meters)     186.73   (feet)  ADJUSTED  
 DJ0812  ___________________________________________________________________
 DJ0812  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0812  DYNAMIC HT  -          56.854 (meters)     186.53  (feet)  COMP
 DJ0812  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DJ0812
 DJ0812  VERT ORDER  -  SECOND    CLASS 0
 DJ0812
 DJ0812.The horizontal coordinates were scaled from a topographic map and have
 DJ0812.an estimated accuracy of +/- 6 seconds.
 DJ0812
 DJ0812.The orthometric height was determined by differential leveling
 DJ0812.and adjusted in June 1991.
 DJ0812
 DJ0812.The geoid height was determined by GEOID03.
 DJ0812
 DJ0812.The dynamic height is computed by dividing the NAVD 88
 DJ0812.geopotential number by the normal gravity value computed on the
 DJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0812.degrees latitude (g = 980.6199 gals.).
 DJ0812
 DJ0812.The modeled gravity was interpolated from observed gravity values.
 DJ0812
 DJ0812;                    North         East    Units  Estimated Accuracy
 DJ0812;SPC MS E     -   441,450.      320,340.      MT  (+/- 180 meters Scaled)
 DJ0812
 DJ0812                          SUPERSEDED SURVEY CONTROL
 DJ0812
 DJ0812  NGVD 29 (??/??/92)   56.889  (m)          186.64   (f) ADJ UNCH    2 0
 DJ0812
 DJ0812.Superseded values are not recommended for survey control.
 DJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0812.See file dsdata.txt to determine how the superseded data were derived.
 DJ0812
 DJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC500058(NAD 83)
 DJ0812_MARKER: DD = SURVEY DISK
 DJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0812_STAMPING: 82V-219 1964
 DJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0812+STABILITY: SURFACE MOTION
 DJ0812
 DJ0812  HISTORY     - Date     Condition        Report By
 DJ0812  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0812  HISTORY     - 1965     GOOD             MSHD
 DJ0812  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0812
 DJ0812                          STATION DESCRIPTION
 DJ0812
 DJ0812'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0812'2.5 MI E FROM MAYHEW.
 DJ0812'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0812'S. HIGHWAY 82 AT MAYHEW, GO EAST ON U. S. HIGHWAY 82 FOR 2.5 MILES TO
 DJ0812'A GRAVEL SIDE ROAD ON THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS
 DJ0812'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 72
 DJ0812'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF THE
 DJ0812'CENTER OF A GRAVEL ROAD, 14.5 FEET EAST OF A CORNER FENCE POST, 2 FEET
 DJ0812'SOUTH OF A WIRE FENCE, 2 FEET WEST OF A METAL WITNESS POST, 5 FEET
 DJ0812'BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0812
 DJ0812                          STATION RECOVERY (1983)
 DJ0812
 DJ0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0812'NOT RECOVERED THIS DATE, PRESUMED DESTROYED BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0460 ***********************************************************************
 DK0460  DESIGNATION -  82 V 22 MSHD
 DK0460  PID         -  DK0460
 DK0460  STATE/COUNTY-  MS/WASHINGTON
 DK0460  USGS QUAD   -  LELAND (1967)
 DK0460
 DK0460                         *CURRENT SURVEY CONTROL
 DK0460  ___________________________________________________________________
 DK0460* NAD 83(1986)-  33 24 02.     (N)    090 57 51.     (W)     SCALED    
 DK0460* NAVD 88     -        35.723  (meters)     117.20   (feet)  ADJUSTED  
 DK0460  ___________________________________________________________________
 DK0460  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0460  DYNAMIC HT  -          35.685 (meters)     117.08  (feet)  COMP
 DK0460  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DK0460
 DK0460  VERT ORDER  -  SECOND    CLASS 0
 DK0460
 DK0460.The horizontal coordinates were scaled from a topographic map and have
 DK0460.an estimated accuracy of +/- 6 seconds.
 DK0460
 DK0460.The orthometric height was determined by differential leveling
 DK0460.and adjusted in June 1991.
 DK0460
 DK0460.The geoid height was determined by GEOID03.
 DK0460
 DK0460.The dynamic height is computed by dividing the NAVD 88
 DK0460.geopotential number by the normal gravity value computed on the
 DK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0460.degrees latitude (g = 980.6199 gals.).
 DK0460
 DK0460.The modeled gravity was interpolated from observed gravity values.
 DK0460
 DK0460;                    North         East    Units  Estimated Accuracy
 DK0460;SPC MS W     -   432,640.      641,320.      MT  (+/- 180 meters Scaled)
 DK0460
 DK0460                          SUPERSEDED SURVEY CONTROL
 DK0460
 DK0460  NGVD 29 (??/??/??)   35.783  (m)          117.40   (f) ADJUSTED    2 0
 DK0460
 DK0460.Superseded values are not recommended for survey control.
 DK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0460.See file dsdata.txt to determine how the superseded data were derived.
 DK0460
 DK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS893975(NAD 83)
 DK0460_MARKER: DD = SURVEY DISK
 DK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0460_STAMPING: BM 82V-22 (1966)
 DK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0460+STABILITY: SURFACE MOTION
 DK0460
 DK0460  HISTORY     - Date     Condition        Report By
 DK0460  HISTORY     - 1966     MONUMENTED       MSHD
 DK0460  HISTORY     - 1967     GOOD             MSHD
 DK0460
 DK0460                          STATION DESCRIPTION
 DK0460
 DK0460'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0460'3.65 MI W FROM LELAND.
 DK0460'LOCATED 4.35 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0460'WITH MISSISSIPPI HIGHWAY 1 IN GREENVILLE, 3.65 MILES WEST OF THE
 DK0460'INTERSECTION OF U.S. HIGHWAY 61 AND U.S. HIGHWAY 82 IN THE SOUTHWEST
 DK0460'1/4 OF SECTION 18, T 18N, R 7W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0460'LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK0460'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT WEST AND CONTINUE ON U.S.
 DK0460'HIGHWAY 82 FOR 3.65 MILES TO A SIDE ROAD, AND THE MARK ON THE LEFT AS
 DK0460'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND CONCRETE
 DK0460'POST, 71 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A BLACKTOP
 DK0460'ROAD AND U.S. HIGHWAY 82, 59 FEET SOUTH OF THE CENTER OF HIGHWAY 82,
 DK0460'36 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 17.4 FEET EAST OF A
 DK0460'BURK HALL PAINT SIGN, 11.8 FEET NORTHWEST OF THE NORTH POST OF A
 DK0460'FULTON COMPANY SIGN, 4.8 FEET WEST OF THE SOUTH POST OF ST,
 DK0460'CHRISTOPHER ROAD SIGN, 1 FOOT BELOW THE LEVEL OF HIGHWAY 82, AND
 DK0460'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0811 ***********************************************************************
 DJ0811  DESIGNATION -  82 V 220 MSHD
 DJ0811  PID         -  DJ0811
 DJ0811  STATE/COUNTY-  MS/LOWNDES
 DJ0811  USGS QUAD   -  BENT OAK (1987)
 DJ0811
 DJ0811                         *CURRENT SURVEY CONTROL
 DJ0811  ___________________________________________________________________
 DJ0811* NAD 83(1986)-  33 28 52.     (N)    088 36 23.     (W)     SCALED    
 DJ0811* NAVD 88     -        71.215  (meters)     233.64   (feet)  ADJUSTED  
 DJ0811  ___________________________________________________________________
 DJ0811  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0811  DYNAMIC HT  -          71.139 (meters)     233.40  (feet)  COMP
 DJ0811  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DJ0811
 DJ0811  VERT ORDER  -  SECOND    CLASS 0
 DJ0811
 DJ0811.The horizontal coordinates were scaled from a topographic map and have
 DJ0811.an estimated accuracy of +/- 6 seconds.
 DJ0811
 DJ0811.The orthometric height was determined by differential leveling
 DJ0811.and adjusted in June 1991.
 DJ0811
 DJ0811.The geoid height was determined by GEOID03.
 DJ0811
 DJ0811.The dynamic height is computed by dividing the NAVD 88
 DJ0811.geopotential number by the normal gravity value computed on the
 DJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0811.degrees latitude (g = 980.6199 gals.).
 DJ0811
 DJ0811.The modeled gravity was interpolated from observed gravity values.
 DJ0811
 DJ0811;                    North         East    Units  Estimated Accuracy
 DJ0811;SPC MS E     -   441,420.      321,090.      MT  (+/- 180 meters Scaled)
 DJ0811
 DJ0811                          SUPERSEDED SURVEY CONTROL
 DJ0811
 DJ0811  NGVD 29 (??/??/92)   71.190  (m)          233.56   (f) ADJ UNCH    2 0
 DJ0811
 DJ0811.Superseded values are not recommended for survey control.
 DJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0811.See file dsdata.txt to determine how the superseded data were derived.
 DJ0811
 DJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC507057(NAD 83)
 DJ0811_MARKER: DD = SURVEY DISK
 DJ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0811_STAMPING: 82V-220 1964
 DJ0811_MARK LOGO: MSHD  
 DJ0811_PROJECTION: FLUSH
 DJ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0811+STABILITY: SURFACE MOTION
 DJ0811
 DJ0811  HISTORY     - Date     Condition        Report By
 DJ0811  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0811  HISTORY     - 1965     GOOD             MSHD
 DJ0811  HISTORY     - 1973     GOOD             NGS
 DJ0811  HISTORY     - 1983     GOOD             NGS
 DJ0811
 DJ0811                          STATION DESCRIPTION
 DJ0811
 DJ0811'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0811'3.15 MI E FROM MAYHEW.
 DJ0811'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0811'S. HIGHWAY 82 AT MAYHEW, GO EAST ON HIGHWAY 82 FOR 3.15 MILES TO THE
 DJ0811'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0811'ROUND, CONCRETE POST.  IT IS 46 FEET NORTH OF THE CENTERLINE OF THE
 DJ0811'HIGHWAY, 51 FEET WEST OF A RIGHT-OF-WAY MARKER, 2 FEET EAST OF A POWER
 DJ0811'POLE (NO. 25), 4 FEET SOUTH OF A FENCE, 59 FEET NORTHEAST OF THE
 DJ0811'CENTER OF THE HIGHWAY AND A FIELD ROAD LEADING SOUTHEAST, 2 FEET WEST
 DJ0811'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND FLUSH WITH
 DJ0811'THE GROUND.
 DJ0811
 DJ0811                          STATION RECOVERY (1973)
 DJ0811
 DJ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DJ0811'RECOVERED IN GOOD CONDITION.
 DJ0811
 DJ0811                          STATION RECOVERY (1983)
 DJ0811
 DJ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0811'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2 MI
 DJ0811'EAST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. HIGHWAY 45
 DJ0811'ALTERNATE IN MAYHEW, WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE NEW U.S.
 DJ0811'HIGHWAY 82 OVERPASS, AT A FARM ROAD ENTRANCE LEADING NORTH,
 DJ0811'14.0 METERS (46.0 FT) NORTH OF THE CENTER OF OLD U.S. HIGHWAY 82,
 DJ0811'15.2 METERS (50.0 FT) WEST OF THE CENTER OF A METAL GATE, 1.7 METERS
 DJ0811'(5.6 FT) SOUTH OF A FENCE, 1.6 METERS (5.3 FT) SOUTHEAST OF A CONCRETE
 DJ0811'RIGHT-OF-WAY MARKER, AND 1.37 METERS (4.6 FT) EAST OF A POWER POLE.
 DJ0811'NOT LEVELED TO AT THIS TIME.
 DJ0811'THE MARK IS 1.4 METERS  S FROM A WITNESS POST.
 DJ0811'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0810 ***********************************************************************
 DJ0810  DESIGNATION -  82 V 221 RESET 1973
 DJ0810  PID         -  DJ0810
 DJ0810  STATE/COUNTY-  MS/LOWNDES
 DJ0810  USGS QUAD   -  BENT OAK (1987)
 DJ0810
 DJ0810                         *CURRENT SURVEY CONTROL
 DJ0810  ___________________________________________________________________
 DJ0810* NAD 83(1986)-  33 28 53.     (N)    088 35 29.     (W)     SCALED    
 DJ0810* NAVD 88     -        76.48   (meters)     250.9    (feet)  RESET     
 DJ0810  ___________________________________________________________________
 DJ0810  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0810  VERT ORDER  -  THIRD
 DJ0810
 DJ0810.The horizontal coordinates were scaled from a topographic map and have
 DJ0810.an estimated accuracy of +/- 6 seconds.
 DJ0810
 DJ0810.The orthometric height was computed from unverified reset data.
 DJ0810.No vertical observational check was made to the station.
 DJ0810
 DJ0810.The geoid height was determined by GEOID03.
 DJ0810
 DJ0810;                    North         East    Units  Estimated Accuracy
 DJ0810;SPC MS E     -   441,450.      322,490.      MT  (+/- 180 meters Scaled)
 DJ0810
 DJ0810                          SUPERSEDED SURVEY CONTROL
 DJ0810
 DJ0810  NGVD 29 (08/12/04)   76.44   (m)          250.8    (f) RESET       3  
 DJ0810
 DJ0810.Superseded values are not recommended for survey control.
 DJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0810.See file dsdata.txt to determine how the superseded data were derived.
 DJ0810
 DJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC521057(NAD 83)
 DJ0810_MARKER: DB = BENCH MARK DISK
 DJ0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DJ0810_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DJ0810_STAMPING: 82V221 RESET 1973
 DJ0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0810
 DJ0810  HISTORY     - Date     Condition        Report By
 DJ0810  HISTORY     - 1973     MONUMENTED       NGS
 DJ0810
 DJ0810                          STATION DESCRIPTION
 DJ0810
 DJ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DJ0810'4.10 MI E FROM MAYHEW.
 DJ0810'LOCATED 4.1 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH
 DJ0810'STATE HIGHWAY 45W, 0.6 MILE NORTH OF THE MAYHEW JUNCTION, IN THE
 DJ0810'NORTHWEST QUADRANT OF THE INTERSECTION WITH AIRPORT ROAD, IT IS 171.7
 DJ0810'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 82,
 DJ0810'146 FEET WEST OF THE CENTER OF OVERPASS ON AIRPORT ROAD, IN THE CENTER
 DJ0810'OF A TRIANGLE FORMED BY THREE WITNESS POSTS.  IT IS A SHORT TYPE ROAD
 DJ0810'MARK FLUSH WITH THE GROUND AND STAMPED 82V221 RESET 1973.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0808 ***********************************************************************
 DJ0808  DESIGNATION -  82 V 222
 DJ0808  PID         -  DJ0808
 DJ0808  STATE/COUNTY-  MS/LOWNDES
 DJ0808  USGS QUAD   -  BENT OAK (1987)
 DJ0808
 DJ0808                         *CURRENT SURVEY CONTROL
 DJ0808  ___________________________________________________________________
 DJ0808* NAD 83(1986)-  33 28 53.     (N)    088 34 38.     (W)     SCALED    
 DJ0808* NAVD 88     -        78.821  (meters)     258.60   (feet)  ADJUSTED  
 DJ0808  ___________________________________________________________________
 DJ0808  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0808  DYNAMIC HT  -          78.737 (meters)     258.32  (feet)  COMP
 DJ0808  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 DJ0808
 DJ0808  VERT ORDER  -  SECOND    CLASS 0
 DJ0808
 DJ0808.The horizontal coordinates were scaled from a topographic map and have
 DJ0808.an estimated accuracy of +/- 6 seconds.
 DJ0808
 DJ0808.The orthometric height was determined by differential leveling
 DJ0808.and adjusted in June 1991.
 DJ0808
 DJ0808.The geoid height was determined by GEOID03.
 DJ0808
 DJ0808.The dynamic height is computed by dividing the NAVD 88
 DJ0808.geopotential number by the normal gravity value computed on the
 DJ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0808.degrees latitude (g = 980.6199 gals.).
 DJ0808
 DJ0808.The modeled gravity was interpolated from observed gravity values.
 DJ0808
 DJ0808;                    North         East    Units  Estimated Accuracy
 DJ0808;SPC MS E     -   441,460.      323,800.      MT  (+/- 180 meters Scaled)
 DJ0808
 DJ0808                          SUPERSEDED SURVEY CONTROL
 DJ0808
 DJ0808  NGVD 29 (??/??/92)   78.784  (m)          258.48   (f) ADJ UNCH    2 0
 DJ0808
 DJ0808.Superseded values are not recommended for survey control.
 DJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0808.See file dsdata.txt to determine how the superseded data were derived.
 DJ0808
 DJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC534057(NAD 83)
 DJ0808_MARKER: DD = SURVEY DISK
 DJ0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0808_STAMPING: 82V-222 1964
 DJ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0808+STABILITY: SURFACE MOTION
 DJ0808
 DJ0808  HISTORY     - Date     Condition        Report By
 DJ0808  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0808  HISTORY     - 1965     GOOD             MSHD
 DJ0808  HISTORY     - 1981     GOOD             LOCSUR
 DJ0808
 DJ0808                          STATION DESCRIPTION
 DJ0808
 DJ0808'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0808'4.65 MI E FROM MAYHEW.
 DJ0808'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45W AND U. S.
 DJ0808'HIGHWAY 82 AT MAYHEW, GO EAST ON HIGHWAY 82 FOR 4.65 MILES TO A GRAVEL
 DJ0808'ROAD ON THE LEFT AND THE MARK.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ0808'12-INCH ROUND, CONCRETE POST.  IT IS 47 FEET NORTH OF THE CENTERLINE
 DJ0808'OF THE HIGHWAY, 38 FEET WEST OF THE CENTER OF A GRAVEL ROAD LEADING
 DJ0808'NORTH TO ELM LAKE RANCH, 21 FEET WEST OF A FENCE CORNER POST, 2 FEET
 DJ0808'SOUTH OF A FENCE LINE, 2 FEET WEST OF A METAL WITNESS POST, ABOUT
 DJ0808'LEVEL WITH THE HIGHWAY.
 DJ0808
 DJ0808                          STATION RECOVERY (1981)
 DJ0808
 DJ0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0807 ***********************************************************************
 DJ0807  DESIGNATION -  82 V 223
 DJ0807  PID         -  DJ0807
 DJ0807  STATE/COUNTY-  MS/LOWNDES
 DJ0807  USGS QUAD   -  BENT OAK (1987)
 DJ0807
 DJ0807                         *CURRENT SURVEY CONTROL
 DJ0807  ___________________________________________________________________
 DJ0807* NAD 83(1986)-  33 28 50.     (N)    088 33 46.     (W)     SCALED    
 DJ0807* NAVD 88     -        78.028  (meters)     256.00   (feet)  ADJUSTED  
 DJ0807  ___________________________________________________________________
 DJ0807  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0807  DYNAMIC HT  -          77.945 (meters)     255.72  (feet)  COMP
 DJ0807  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DJ0807
 DJ0807  VERT ORDER  -  SECOND    CLASS 0
 DJ0807
 DJ0807.The horizontal coordinates were scaled from a topographic map and have
 DJ0807.an estimated accuracy of +/- 6 seconds.
 DJ0807
 DJ0807.The orthometric height was determined by differential leveling
 DJ0807.and adjusted in June 1991.
 DJ0807
 DJ0807.The geoid height was determined by GEOID03.
 DJ0807
 DJ0807.The dynamic height is computed by dividing the NAVD 88
 DJ0807.geopotential number by the normal gravity value computed on the
 DJ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0807.degrees latitude (g = 980.6199 gals.).
 DJ0807
 DJ0807.The modeled gravity was interpolated from observed gravity values.
 DJ0807
 DJ0807;                    North         East    Units  Estimated Accuracy
 DJ0807;SPC MS E     -   441,370.      325,150.      MT  (+/- 180 meters Scaled)
 DJ0807
 DJ0807                          SUPERSEDED SURVEY CONTROL
 DJ0807
 DJ0807  NGVD 29 (??/??/92)   77.991  (m)          255.88   (f) ADJ UNCH    2 0
 DJ0807
 DJ0807.Superseded values are not recommended for survey control.
 DJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0807.See file dsdata.txt to determine how the superseded data were derived.
 DJ0807
 DJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC548056(NAD 83)
 DJ0807_MARKER: DD = SURVEY DISK
 DJ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0807_STAMPING: 82V-223 1964
 DJ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0807+STABILITY: SURFACE MOTION
 DJ0807
 DJ0807  HISTORY     - Date     Condition        Report By
 DJ0807  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0807  HISTORY     - 1965     GOOD             MSHD
 DJ0807
 DJ0807                          STATION DESCRIPTION
 DJ0807
 DJ0807'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0807'5.45 MI E FROM MAYHEW.
 DJ0807'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0807'S. HIGHWAY 82 AT MAYHEW, GO EAST ON HIGHWAY 82 FOR 4.65 MILES TO A
 DJ0807'GRAVEL ROAD ON THE LEFT, CONTINUE EAST FOR 0.8 MILE TO THE MARK ON THE
 DJ0807'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ0807'POST.  IT IS 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 86 FEET
 DJ0807'WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO THE JOHN L. MORRIS
 DJ0807'HOME, 71 FEET WEST OF THE CORNER FENCE POST, 3 FEET EAST OF A
 DJ0807'POWERLINE POLE, 6 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A METAL
 DJ0807'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0806 ***********************************************************************
 DJ0806  DESIGNATION -  82 V 224
 DJ0806  PID         -  DJ0806
 DJ0806  STATE/COUNTY-  MS/LOWNDES
 DJ0806  USGS QUAD   -  BENT OAK (1987)
 DJ0806
 DJ0806                         *CURRENT SURVEY CONTROL
 DJ0806  ___________________________________________________________________
 DJ0806* NAD 83(1986)-  33 28 46.     (N)    088 32 56.     (W)     SCALED    
 DJ0806* NAVD 88     -        76.003  (meters)     249.35   (feet)  ADJUSTED  
 DJ0806  ___________________________________________________________________
 DJ0806  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0806  DYNAMIC HT  -          75.922 (meters)     249.09  (feet)  COMP
 DJ0806  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DJ0806
 DJ0806  VERT ORDER  -  SECOND    CLASS 0
 DJ0806
 DJ0806.The horizontal coordinates were scaled from a topographic map and have
 DJ0806.an estimated accuracy of +/- 6 seconds.
 DJ0806
 DJ0806.The orthometric height was determined by differential leveling
 DJ0806.and adjusted in June 1991.
 DJ0806
 DJ0806.The geoid height was determined by GEOID03.
 DJ0806
 DJ0806.The dynamic height is computed by dividing the NAVD 88
 DJ0806.geopotential number by the normal gravity value computed on the
 DJ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0806.degrees latitude (g = 980.6199 gals.).
 DJ0806
 DJ0806.The modeled gravity was interpolated from observed gravity values.
 DJ0806
 DJ0806;                    North         East    Units  Estimated Accuracy
 DJ0806;SPC MS E     -   441,250.      326,440.      MT  (+/- 180 meters Scaled)
 DJ0806
 DJ0806                          SUPERSEDED SURVEY CONTROL
 DJ0806
 DJ0806  NGVD 29 (??/??/92)   75.967  (m)          249.24   (f) ADJ UNCH    2 0
 DJ0806
 DJ0806.Superseded values are not recommended for survey control.
 DJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0806.See file dsdata.txt to determine how the superseded data were derived.
 DJ0806
 DJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC560055(NAD 83)
 DJ0806_MARKER: DD = SURVEY DISK
 DJ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0806_STAMPING: 82V-224 1964
 DJ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0806+STABILITY: SURFACE MOTION
 DJ0806
 DJ0806  HISTORY     - Date     Condition        Report By
 DJ0806  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0806  HISTORY     - 1965     GOOD             MSHD
 DJ0806
 DJ0806                          STATION DESCRIPTION
 DJ0806
 DJ0806'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0806'6.2 MI E FROM MAYHEW.
 DJ0806'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 45 W AND U.
 DJ0806'S. HIGHWAY 82 AT MAYHEW, GO EAST ON HIGHWAY 82 FOR 4.65 MILES TO A
 DJ0806'GRAVEL ROAD ON THE LEFT LEADING NORTH TO ELM LAKE RANCH, CONTINUE EAST
 DJ0806'FOR 1.55 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 DJ0806'TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 47 FEET NORTH OF THE
 DJ0806'CENTERLINE OF THE HIGHWAY, 69 FEET WEST OF A RIGHT-OF-WAY MARKER, 3
 DJ0806'FEET EAST OF A BRASED POWER POLE, 3 FEET SOUTH OF A FENCE, ABOUT LEVEL
 DJ0806'WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0805 ***********************************************************************
 DJ0805  DESIGNATION -  82 V 225
 DJ0805  PID         -  DJ0805
 DJ0805  STATE/COUNTY-  MS/LOWNDES
 DJ0805  USGS QUAD   -  BENT OAK (1987)
 DJ0805
 DJ0805                         *CURRENT SURVEY CONTROL
 DJ0805  ___________________________________________________________________
 DJ0805* NAD 83(1986)-  33 28 43.     (N)    088 32 02.     (W)     SCALED    
 DJ0805* NAVD 88     -        64.058  (meters)     210.16   (feet)  ADJUSTED  
 DJ0805  ___________________________________________________________________
 DJ0805  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0805  DYNAMIC HT  -          63.990 (meters)     209.94  (feet)  COMP
 DJ0805  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DJ0805
 DJ0805  VERT ORDER  -  SECOND    CLASS 0
 DJ0805
 DJ0805.The horizontal coordinates were scaled from a topographic map and have
 DJ0805.an estimated accuracy of +/- 6 seconds.
 DJ0805
 DJ0805.The orthometric height was determined by differential leveling
 DJ0805.and adjusted in June 1991.
 DJ0805
 DJ0805.The geoid height was determined by GEOID03.
 DJ0805
 DJ0805.The dynamic height is computed by dividing the NAVD 88
 DJ0805.geopotential number by the normal gravity value computed on the
 DJ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0805.degrees latitude (g = 980.6199 gals.).
 DJ0805
 DJ0805.The modeled gravity was interpolated from observed gravity values.
 DJ0805
 DJ0805;                    North         East    Units  Estimated Accuracy
 DJ0805;SPC MS E     -   441,160.      327,830.      MT  (+/- 180 meters Scaled)
 DJ0805
 DJ0805                          SUPERSEDED SURVEY CONTROL
 DJ0805
 DJ0805  NGVD 29 (??/??/92)   64.025  (m)          210.06   (f) ADJ UNCH    2 0
 DJ0805
 DJ0805.Superseded values are not recommended for survey control.
 DJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0805.See file dsdata.txt to determine how the superseded data were derived.
 DJ0805
 DJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC574054(NAD 83)
 DJ0805_MARKER: DD = SURVEY DISK
 DJ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0805_STAMPING: 82V-225 1964
 DJ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0805+STABILITY: SURFACE MOTION
 DJ0805
 DJ0805  HISTORY     - Date     Condition        Report By
 DJ0805  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0805  HISTORY     - 1965     GOOD             MSHD
 DJ0805
 DJ0805                          STATION DESCRIPTION
 DJ0805
 DJ0805'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0805'6.35 MI W FROM COLUMBUS.
 DJ0805'TO REACH THE MARK FROM THE U. S. POST OFFICE IN COLUMBUS, GO WEST ON
 DJ0805'U. S. HIGHWAY 82 FOR 3.6 MILES TO THE FORK OF U. S. HIGHWAYS 45 AND
 DJ0805'82, CONTINUE ON HIGHWAY 82 FOR 2.75 MILES TO THE MARK ON THE RIGHT.
 DJ0805'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 DJ0805'IT IS 47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A
 DJ0805'POWERLINE POLE, 4 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 0.35 MILE
 DJ0805'WEST OF A CONCRETE BRIDGE, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 DJ0805'BELOW THE LEVEL OF THE HIGHWAY, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0803 ***********************************************************************
 DJ0803  DESIGNATION -  82 V 226
 DJ0803  PID         -  DJ0803
 DJ0803  STATE/COUNTY-  MS/LOWNDES
 DJ0803  USGS QUAD   -  BENT OAK (1987)
 DJ0803
 DJ0803                         *CURRENT SURVEY CONTROL
 DJ0803  ___________________________________________________________________
 DJ0803* NAD 83(1986)-  33 28 40.     (N)    088 31 13.     (W)     SCALED    
 DJ0803* NAVD 88     -        70.322  (meters)     230.71   (feet)  ADJUSTED  
 DJ0803  ___________________________________________________________________
 DJ0803  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0803  DYNAMIC HT  -          70.248 (meters)     230.47  (feet)  COMP
 DJ0803  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DJ0803
 DJ0803  VERT ORDER  -  SECOND    CLASS 0
 DJ0803
 DJ0803.The horizontal coordinates were scaled from a topographic map and have
 DJ0803.an estimated accuracy of +/- 6 seconds.
 DJ0803
 DJ0803.The orthometric height was determined by differential leveling
 DJ0803.and adjusted in June 1991.
 DJ0803
 DJ0803.The geoid height was determined by GEOID03.
 DJ0803
 DJ0803.The dynamic height is computed by dividing the NAVD 88
 DJ0803.geopotential number by the normal gravity value computed on the
 DJ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0803.degrees latitude (g = 980.6199 gals.).
 DJ0803
 DJ0803.The modeled gravity was interpolated from observed gravity values.
 DJ0803
 DJ0803;                    North         East    Units  Estimated Accuracy
 DJ0803;SPC MS E     -   441,070.      329,100.      MT  (+/- 180 meters Scaled)
 DJ0803
 DJ0803                          SUPERSEDED SURVEY CONTROL
 DJ0803
 DJ0803  NGVD 29 (??/??/92)   70.291  (m)          230.61   (f) ADJ UNCH    2 0
 DJ0803
 DJ0803.Superseded values are not recommended for survey control.
 DJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0803.See file dsdata.txt to determine how the superseded data were derived.
 DJ0803
 DJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC587052(NAD 83)
 DJ0803_MARKER: DD = SURVEY DISK
 DJ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0803_STAMPING: 82V-226 1964
 DJ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0803+STABILITY: SURFACE MOTION
 DJ0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0803+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2007
 DJ0803
 DJ0803  HISTORY     - Date     Condition        Report By
 DJ0803  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0803  HISTORY     - 1965     GOOD             MSHD
 DJ0803  HISTORY     - 20071006 GOOD             NGS
 DJ0803
 DJ0803                          STATION DESCRIPTION
 DJ0803
 DJ0803'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0803'5.55 MI W FROM COLUMBUS.
 DJ0803'TO REACH THE MARK FROM THE U. S. POST OFFICE IN COLUMBUS, GO WEST ON
 DJ0803'U. S. HIGHWAY 82 FOR 3.6 MILES TO THE FORK OF U. S. HIGHWAYS 45 AND
 DJ0803'82, CONTINUE WEST ON HIGHWAY 82 FOR 1.95 MILES TO THE MARK ON THE
 DJ0803'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ0803'POST.  IT IS 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DJ0803'APPROXIMATELY 150 FEET NORTH OF A SILO CONSTRUCTED OF CONCRETE BLOCKS,
 DJ0803'4 FEET NORTH OF A FENCE, 45 FEET WEST OF A TELEPHONE LINE POLE, 46
 DJ0803'FEET EAST OF THE CENTER OF A WIRE GATE AND FIELD ROAD LEADING TO A
 DJ0803'PASTURE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DJ0803'HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0803
 DJ0803                          STATION RECOVERY (2007)
 DJ0803
 DJ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JF)
 DJ0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0804 ***********************************************************************
 DJ0804  DESIGNATION -  82 V 226 RESET 1973
 DJ0804  PID         -  DJ0804
 DJ0804  STATE/COUNTY-  MS/LOWNDES
 DJ0804  USGS QUAD   -  BENT OAK (1987)
 DJ0804
 DJ0804                         *CURRENT SURVEY CONTROL
 DJ0804  ___________________________________________________________________
 DJ0804* NAD 83(1986)-  33 28 40.     (N)    088 31 13.     (W)     SCALED    
 DJ0804* NAVD 88     -        71.23   (meters)     233.7    (feet)  RESET     
 DJ0804  ___________________________________________________________________
 DJ0804  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0804  VERT ORDER  -  THIRD
 DJ0804
 DJ0804.The horizontal coordinates were scaled from a topographic map and have
 DJ0804.an estimated accuracy of +/- 6 seconds.
 DJ0804
 DJ0804.The orthometric height was computed from unverified reset data.
 DJ0804
 DJ0804.The geoid height was determined by GEOID03.
 DJ0804
 DJ0804;                    North         East    Units  Estimated Accuracy
 DJ0804;SPC MS E     -   441,070.      329,100.      MT  (+/- 180 meters Scaled)
 DJ0804
 DJ0804                          SUPERSEDED SURVEY CONTROL
 DJ0804
 DJ0804.No superseded survey control is available for this station.
 DJ0804
 DJ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC587052(NAD 83)
 DJ0804_MARKER: DD = SURVEY DISK
 DJ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0804_STAMPING: BM 82V-226 RESET 1973
 DJ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0804+STABILITY: SURFACE MOTION
 DJ0804
 DJ0804  HISTORY     - Date     Condition        Report By
 DJ0804  HISTORY     - 1973     MONUMENTED       MSHD
 DJ0804
 DJ0804                          STATION DESCRIPTION
 DJ0804
 DJ0804'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ0804'6 MI W FROM COLUMBUS.
 DJ0804'LOCATED 6 MILES WEST OF COLUMBUS, NEAR THE NORTH RIGHT-OF-WAY OF U.S.
 DJ0804'HIGHWAY 82, 0.9 MILE WEST OF THE JUNCTION OF OLD U.S. HIGHWAY 82 AND
 DJ0804'THE NEW HIGHWAY, AND 6.5 MILES EAST OF MAYHEW.  IT IS 53 FEET NORTH OF
 DJ0804'THE CENTER OF THE NORTH FRONTAGE ROAD, 134 FEET WEST OF THE CENTER OF
 DJ0804'A DRIVEWAY, 130 FEET SOUTHWEST OF A 3-FOOT CEDAR TREE, 19.5 FEET SSW
 DJ0804'OF AN 8-INCH PECAN TREE, 68.5 FEET SOUTH OF A 15-INCH OAK TREE, 116.5
 DJ0804'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF A FARM HOUSE, 2
 DJ0804'FEET EAST OF A FENCE CORNER AND 1 FOOT WEST OF A METAL WITNESS POST.
 DJ0804'IT IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 DJ0804'12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0801 ***********************************************************************
 DJ0801  DESIGNATION -  82 V 227
 DJ0801  PID         -  DJ0801
 DJ0801  STATE/COUNTY-  MS/LOWNDES
 DJ0801  USGS QUAD   -  BENT OAK (1987)
 DJ0801
 DJ0801                         *CURRENT SURVEY CONTROL
 DJ0801  ___________________________________________________________________
 DJ0801* NAD 83(1986)-  33 28 40.     (N)    088 30 18.     (W)     SCALED    
 DJ0801* NAVD 88     -        71.635  (meters)     235.02   (feet)  ADJUSTED  
 DJ0801  ___________________________________________________________________
 DJ0801  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0801  DYNAMIC HT  -          71.559 (meters)     234.77  (feet)  COMP
 DJ0801  MODELED GRAV-     979,575.5   (mgal)                       NAVD 88
 DJ0801
 DJ0801  VERT ORDER  -  SECOND    CLASS 0
 DJ0801
 DJ0801.The horizontal coordinates were scaled from a topographic map and have
 DJ0801.an estimated accuracy of +/- 6 seconds.
 DJ0801
 DJ0801.The orthometric height was determined by differential leveling
 DJ0801.and adjusted in June 1991.
 DJ0801
 DJ0801.The geoid height was determined by GEOID03.
 DJ0801
 DJ0801.The dynamic height is computed by dividing the NAVD 88
 DJ0801.geopotential number by the normal gravity value computed on the
 DJ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0801.degrees latitude (g = 980.6199 gals.).
 DJ0801
 DJ0801.The modeled gravity was interpolated from observed gravity values.
 DJ0801
 DJ0801;                    North         East    Units  Estimated Accuracy
 DJ0801;SPC MS E     -   441,080.      330,520.      MT  (+/- 180 meters Scaled)
 DJ0801
 DJ0801                          SUPERSEDED SURVEY CONTROL
 DJ0801
 DJ0801  NGVD 29 (??/??/92)   71.604  (m)          234.92   (f) ADJ UNCH    2 0
 DJ0801
 DJ0801.Superseded values are not recommended for survey control.
 DJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0801.See file dsdata.txt to determine how the superseded data were derived.
 DJ0801
 DJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC601052(NAD 83)
 DJ0801_MARKER: DD = SURVEY DISK
 DJ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0801_STAMPING: 82V-227 1964
 DJ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0801+STABILITY: SURFACE MOTION
 DJ0801
 DJ0801  HISTORY     - Date     Condition        Report By
 DJ0801  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0801  HISTORY     - 1965     GOOD             MSHD
 DJ0801
 DJ0801                          STATION DESCRIPTION
 DJ0801
 DJ0801'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0801'4.7 MI W FROM COLUMBUS.
 DJ0801'TO REACH THE MARK FROM THE U. S. POST OFFICE IN COLUMBUS, GO WEST ON
 DJ0801'U. S. HIGHWAY 82 FOR 3.6 MILES TO THE FORK OF U. S. HIGHWAYS 45 AND
 DJ0801'82, CONTINUE WEST ON HIGHWAY 82 FOR 1.1 MILES TO THE MARK ON THE LEFT.
 DJ0801'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 DJ0801'IT IS 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 69 FEET
 DJ0801'SOUTHWEST OF THE HIGHWAY AND THE CENTER OF A GRAVEL ROAD LEADING
 DJ0801'NORTH, 75 FEET WEST OF A TELEPHONE LINE POLE, 2 FEET NORTH OF A FENCE,
 DJ0801'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 DJ0801'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0802 ***********************************************************************
 DJ0802  DESIGNATION -  82 V 227 RESET 1973
 DJ0802  PID         -  DJ0802
 DJ0802  STATE/COUNTY-  MS/LOWNDES
 DJ0802  USGS QUAD   -  BENT OAK (1987)
 DJ0802
 DJ0802                         *CURRENT SURVEY CONTROL
 DJ0802  ___________________________________________________________________
 DJ0802* NAD 83(1986)-  33 28 40.     (N)    088 30 18.     (W)     SCALED    
 DJ0802* NAVD 88     -        75.12   (meters)     246.5    (feet)  RESET     
 DJ0802  ___________________________________________________________________
 DJ0802  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0802  VERT ORDER  -  THIRD
 DJ0802
 DJ0802.The horizontal coordinates were scaled from a topographic map and have
 DJ0802.an estimated accuracy of +/- 6 seconds.
 DJ0802
 DJ0802.The orthometric height was computed from unverified reset data.
 DJ0802
 DJ0802.The geoid height was determined by GEOID03.
 DJ0802
 DJ0802;                    North         East    Units  Estimated Accuracy
 DJ0802;SPC MS E     -   441,080.      330,520.      MT  (+/- 180 meters Scaled)
 DJ0802
 DJ0802                          SUPERSEDED SURVEY CONTROL
 DJ0802
 DJ0802.No superseded survey control is available for this station.
 DJ0802
 DJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC601052(NAD 83)
 DJ0802_MARKER: DD = SURVEY DISK
 DJ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0802_STAMPING: BM82V-227 RESET 1973
 DJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0802+STABILITY: SURFACE MOTION
 DJ0802
 DJ0802  HISTORY     - Date     Condition        Report By
 DJ0802  HISTORY     - 1973     MONUMENTED       MSHD
 DJ0802
 DJ0802                          STATION DESCRIPTION
 DJ0802
 DJ0802'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ0802'5 MI WSW FROM COLUMBUS.
 DJ0802'LOCATED 5 MILES WSW OF COLUMBUS NEAR THE SOUTH RIGHT-OF-WAY OF OLD
 DJ0802'U.S. HIGHWAY 82, ABOUT 0.1 MILE EAST OF THE JUNCTION WITH NEW U.S.
 DJ0802'HIGHWAY 82, AND 7.5 MILES EAST OF MAYHEW.  IT IS 47 FEET SOUTH OF THE
 DJ0802'CENTER OF OLD HIGHWAY 82, 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 44
 DJ0802'FEET EAST OF A RIGHT-OF-WAY MARKER, 2 FEET WEST OF A POWER POLE, 1
 DJ0802'FOOT EAST OF A METAL WITNESS POST AND ABOUT 1.5 FEET ABOVE THE LEVEL
 DJ0802'OF THE HIGHWAY.  IT IS A MISSISSIPPI STATE HIGHWAY DISK SET IN THE TOP
 DJ0802'OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.  TO REACH FROM
 DJ0802'THE POST OFFICE IN COLUMBUS GO WEST ON U.S. HIGHWAY 82 AND 45 (MAIN
 DJ0802'STREET) FOR 0.3 MILES TO THE JUNCTION WITH OLD U.S. HIGHWAY 82, TURN
 DJ0802'LEFT AND GO WEST ON OLD U.S. HIGHWAY 82 FOR 3.55 MILES TO THE
 DJ0802'INTERSECTION OF U.S. HIGHWAY 45, CONTINUE WEST ON OLD U.S. HIGHWAY 82
 DJ0802'FOR 0.85 MILE TO A DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0800 ***********************************************************************
 DJ0800  DESIGNATION -  82 V 228
 DJ0800  PID         -  DJ0800
 DJ0800  STATE/COUNTY-  MS/LOWNDES
 DJ0800  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0800
 DJ0800                         *CURRENT SURVEY CONTROL
 DJ0800  ___________________________________________________________________
 DJ0800* NAD 83(1986)-  33 28 43.     (N)    088 29 29.     (W)     SCALED    
 DJ0800* NAVD 88     -        60.552  (meters)     198.66   (feet)  ADJUSTED  
 DJ0800  ___________________________________________________________________
 DJ0800  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ0800  DYNAMIC HT  -          60.487 (meters)     198.45  (feet)  COMP
 DJ0800  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DJ0800
 DJ0800  VERT ORDER  -  SECOND    CLASS 0
 DJ0800
 DJ0800.The horizontal coordinates were scaled from a topographic map and have
 DJ0800.an estimated accuracy of +/- 6 seconds.
 DJ0800
 DJ0800.The orthometric height was determined by differential leveling
 DJ0800.and adjusted in June 1991.
 DJ0800
 DJ0800.The geoid height was determined by GEOID03.
 DJ0800
 DJ0800.The dynamic height is computed by dividing the NAVD 88
 DJ0800.geopotential number by the normal gravity value computed on the
 DJ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0800.degrees latitude (g = 980.6199 gals.).
 DJ0800
 DJ0800.The modeled gravity was interpolated from observed gravity values.
 DJ0800
 DJ0800;                    North         East    Units  Estimated Accuracy
 DJ0800;SPC MS E     -   441,170.      331,780.      MT  (+/- 180 meters Scaled)
 DJ0800
 DJ0800                          SUPERSEDED SURVEY CONTROL
 DJ0800
 DJ0800  NGVD 29 (??/??/92)   60.523  (m)          198.57   (f) ADJ UNCH    2 0
 DJ0800
 DJ0800.Superseded values are not recommended for survey control.
 DJ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0800.See file dsdata.txt to determine how the superseded data were derived.
 DJ0800
 DJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC614053(NAD 83)
 DJ0800_MARKER: DD = SURVEY DISK
 DJ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0800_STAMPING: 82V-228 1964
 DJ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0800+STABILITY: SURFACE MOTION
 DJ0800
 DJ0800  HISTORY     - Date     Condition        Report By
 DJ0800  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0800  HISTORY     - 1965     GOOD             MSHD
 DJ0800
 DJ0800                          STATION DESCRIPTION
 DJ0800
 DJ0800'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0800'3.95 MI W FROM COLUMBUS.
 DJ0800'TO REACH THE MARK FROM THE U. S. POST OFFICE IN COLUMBUS, GO WEST ON
 DJ0800'U. S. HIGHWAY 82 FOR 3.6 MILES TO THE FORK OF U. S. HIGHWAYS 45 AND
 DJ0800'82, CONTINUE WEST ON U. S. HIGHWAY 82 FOR 0.35 MILE TO THE REST HAVEN
 DJ0800'GARDENS, INC. ON THE RIGHT AND THE MARK.  THE MARK IS A DISK SET IN
 DJ0800'THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48 FEET NORTH OF THE
 DJ0800'CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHEAST OF A POWERLINE POLE WITH
 DJ0800'TRANSFORMER, 42 FEET WEST OF THE CENTER OF THE WEST GATE AT THE
 DJ0800'COLUMBUS REST HAVEN GARDENS, INC., 33 FEET NORTHWEST OF THE WEST END
 DJ0800'OF A 14-INCH CONCRETE PIPE SIDE DRAIN, 2 FEET EAST OF A METAL WITNESS
 DJ0800'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0461 ***********************************************************************
 DK0461  DESIGNATION -  82 V 23 MSHD
 DK0461  PID         -  DK0461
 DK0461  STATE/COUNTY-  MS/WASHINGTON
 DK0461  USGS QUAD   -  LELAND (1967)
 DK0461
 DK0461                         *CURRENT SURVEY CONTROL
 DK0461  ___________________________________________________________________
 DK0461* NAD 83(1986)-  33 24 05.     (N)    090 56 55.     (W)     SCALED    
 DK0461* NAVD 88     -        35.959  (meters)     117.98   (feet)  ADJUSTED  
 DK0461  ___________________________________________________________________
 DK0461  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0461  DYNAMIC HT  -          35.921 (meters)     117.85  (feet)  COMP
 DK0461  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DK0461
 DK0461  VERT ORDER  -  SECOND    CLASS 0
 DK0461
 DK0461.The horizontal coordinates were scaled from a topographic map and have
 DK0461.an estimated accuracy of +/- 6 seconds.
 DK0461
 DK0461.The orthometric height was determined by differential leveling
 DK0461.and adjusted in June 1991.
 DK0461
 DK0461.The geoid height was determined by GEOID03.
 DK0461
 DK0461.The dynamic height is computed by dividing the NAVD 88
 DK0461.geopotential number by the normal gravity value computed on the
 DK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0461.degrees latitude (g = 980.6199 gals.).
 DK0461
 DK0461.The modeled gravity was interpolated from observed gravity values.
 DK0461
 DK0461;                    North         East    Units  Estimated Accuracy
 DK0461;SPC MS W     -   432,720.      642,770.      MT  (+/- 180 meters Scaled)
 DK0461
 DK0461                          SUPERSEDED SURVEY CONTROL
 DK0461
 DK0461  NGVD 29 (??/??/??)   36.020  (m)          118.18   (f) ADJUSTED    2 0
 DK0461
 DK0461.Superseded values are not recommended for survey control.
 DK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0461.See file dsdata.txt to determine how the superseded data were derived.
 DK0461
 DK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS907976(NAD 83)
 DK0461_MARKER: DD = SURVEY DISK
 DK0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0461_STAMPING: BM 82V-23 (1966)
 DK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0461+STABILITY: SURFACE MOTION
 DK0461
 DK0461  HISTORY     - Date     Condition        Report By
 DK0461  HISTORY     - 1966     MONUMENTED       MSHD
 DK0461  HISTORY     - 1967     GOOD             MSHD
 DK0461
 DK0461                          STATION DESCRIPTION
 DK0461
 DK0461'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0461'2.7 MI W FROM LELAND.
 DK0461'LOCATED 5.25 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0461'WITH MISSISSIPPI HIGHWAY 1 IN GREENVILLE, 2.7 MILES WEST OF THE
 DK0461'INTERSECTION OF U.S. HIGHWAY 82 AND U.S. HIGHWAY 61 IN LELAND IN THE
 DK0461'SOUTHWEST 1/4 OF SECTION 17, T 18N, R 7W.  TO REACH FROM THE U.S. POST
 DK0461'OFFICE IN LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK0461'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT WEST AND CONTINUE ON
 DK0461'HIGHWAY 82 FOR 2.7 MILES TO AN OLD ABANDONED STORE WITH A CIRCULAR
 DK0461'DRIVEWAY IN FRONT, AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK
 DK0461'IS A DISK SET IN THE TOP OF A ROUND CONCRETE POST, 56 FEET NORTH OF
 DK0461'THE CENTER OF HIGHWAY 82, 53.7 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DK0461'THE OLD STORE, 32 FEET WEST OF THE CENTER OF THE EAST END OF THE
 DK0461'DRIVEWAY, 32 FEET EAST OF THE CENTER OF THE WEST END OF THE DRIVEWAY,
 DK0461'4.2 FEET OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 DK0461'ABOUT LEVEL WITH HIGHWAY 82, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0462 ***********************************************************************
 DK0462  DESIGNATION -  82 V 24 MSHD
 DK0462  PID         -  DK0462
 DK0462  STATE/COUNTY-  MS/WASHINGTON
 DK0462  USGS QUAD   -  LELAND (1967)
 DK0462
 DK0462                         *CURRENT SURVEY CONTROL
 DK0462  ___________________________________________________________________
 DK0462* NAD 83(1986)-  33 24 05.     (N)    090 56 02.     (W)     SCALED    
 DK0462* NAVD 88     -        35.743  (meters)     117.27   (feet)  ADJUSTED  
 DK0462  ___________________________________________________________________
 DK0462  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0462  DYNAMIC HT  -          35.705 (meters)     117.14  (feet)  COMP
 DK0462  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DK0462
 DK0462  VERT ORDER  -  SECOND    CLASS 0
 DK0462
 DK0462.The horizontal coordinates were scaled from a topographic map and have
 DK0462.an estimated accuracy of +/- 6 seconds.
 DK0462
 DK0462.The orthometric height was determined by differential leveling
 DK0462.and adjusted in June 1991.
 DK0462
 DK0462.The geoid height was determined by GEOID03.
 DK0462
 DK0462.The dynamic height is computed by dividing the NAVD 88
 DK0462.geopotential number by the normal gravity value computed on the
 DK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0462.degrees latitude (g = 980.6199 gals.).
 DK0462
 DK0462.The modeled gravity was interpolated from observed gravity values.
 DK0462
 DK0462;                    North         East    Units  Estimated Accuracy
 DK0462;SPC MS W     -   432,720.      644,130.      MT  (+/- 180 meters Scaled)
 DK0462
 DK0462                          SUPERSEDED SURVEY CONTROL
 DK0462
 DK0462  NGVD 29 (??/??/??)   35.805  (m)          117.47   (f) ADJUSTED    2 0
 DK0462
 DK0462.Superseded values are not recommended for survey control.
 DK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0462.See file dsdata.txt to determine how the superseded data were derived.
 DK0462
 DK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS921976(NAD 83)
 DK0462_MARKER: DD = SURVEY DISK
 DK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0462_STAMPING: BM-82V-24 (1966)
 DK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0462+STABILITY: SURFACE MOTION
 DK0462
 DK0462  HISTORY     - Date     Condition        Report By
 DK0462  HISTORY     - 1966     MONUMENTED       MSHD
 DK0462  HISTORY     - 1967     GOOD             MSHD
 DK0462
 DK0462                          STATION DESCRIPTION
 DK0462
 DK0462'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0462'1.8 MI W FROM LELAND.
 DK0462'LOCATED 1.8 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0462'WITH U.S. HIGHWAY 61 IN LELAND, 6.15 MILES EAST OF THE INTERSECTION OF
 DK0462'MISSISSIPPI HIGHWAY 3 AND U.S. HIGHWAY 82, AND IN THE SOUTHWEST 1/4 OF
 DK0462'SECTION 16, T 18N, R 7W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND
 DK0462'GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF
 DK0462'U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0462'1.8 MILES TO A USED CAR LOT ON THE LEFT, AND THE MARK ON THE RIGHT.
 DK0462'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST,
 DK0462'131 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE DRIVEWAY
 DK0462'LEADING TO LELAND AUTO PARTS AND U.S. HIGHWAY 82, 60.5 FEET NORTH OF
 DK0462'THE CENTER OF U.S. HIGHWAY 82, 2.3 FEET WEST OF A POWER POLE, 1.6 FEET
 DK0462'EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 82,
 DK0462'AND PROJECTS 6 IN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0463 ***********************************************************************
 DK0463  DESIGNATION -  82 V 25 MSHD
 DK0463  PID         -  DK0463
 DK0463  STATE/COUNTY-  MS/WASHINGTON
 DK0463  USGS QUAD   -  LELAND (1967)
 DK0463
 DK0463                         *CURRENT SURVEY CONTROL
 DK0463  ___________________________________________________________________
 DK0463* NAD 83(1986)-  33 24 03.     (N)    090 55 06.     (W)     SCALED    
 DK0463* NAVD 88     -        35.789  (meters)     117.42   (feet)  ADJUSTED  
 DK0463  ___________________________________________________________________
 DK0463  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK0463  DYNAMIC HT  -          35.752 (meters)     117.30  (feet)  COMP
 DK0463  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 DK0463
 DK0463  VERT ORDER  -  SECOND    CLASS 0
 DK0463
 DK0463.The horizontal coordinates were scaled from a topographic map and have
 DK0463.an estimated accuracy of +/- 6 seconds.
 DK0463
 DK0463.The orthometric height was determined by differential leveling
 DK0463.and adjusted in June 1991.
 DK0463
 DK0463.The geoid height was determined by GEOID03.
 DK0463
 DK0463.The dynamic height is computed by dividing the NAVD 88
 DK0463.geopotential number by the normal gravity value computed on the
 DK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0463.degrees latitude (g = 980.6199 gals.).
 DK0463
 DK0463.The modeled gravity was interpolated from observed gravity values.
 DK0463
 DK0463;                    North         East    Units  Estimated Accuracy
 DK0463;SPC MS W     -   432,650.      645,580.      MT  (+/- 180 meters Scaled)
 DK0463
 DK0463                          SUPERSEDED SURVEY CONTROL
 DK0463
 DK0463  NGVD 29 (??/??/??)   35.851  (m)          117.62   (f) ADJUSTED    2 0
 DK0463
 DK0463.Superseded values are not recommended for survey control.
 DK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0463.See file dsdata.txt to determine how the superseded data were derived.
 DK0463
 DK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS935976(NAD 83)
 DK0463_MARKER: DD = SURVEY DISK
 DK0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0463_STAMPING: BM 82V-25 (1966)
 DK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0463+STABILITY: SURFACE MOTION
 DK0463
 DK0463  HISTORY     - Date     Condition        Report By
 DK0463  HISTORY     - 1966     MONUMENTED       MSHD
 DK0463  HISTORY     - 1967     GOOD             MSHD
 DK0463
 DK0463                          STATION DESCRIPTION
 DK0463
 DK0463'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0463'0.9 MI W FROM LELAND.
 DK0463'LOCATED 0.9 MILE WEST ALONG THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82
 DK0463'FROM ITS INTERSECTION WITH U.S. HIGHWAY 61, 7.05 MILES EAST OF THE
 DK0463'INTERSECTION OF MISSISSIPPI HIGHWAY 1 AND U.S. HIGHWAY 82, AND IN THE
 DK0463'NORTHWEST 1/4 OF SECTION 22, T 18N, R 7W.  TO REACH FROM THE U.S. POST
 DK0463'OFFICE IN LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK0463'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON
 DK0463'U.S. HIGHWAY 82 FOR 0.9 MILE TO THE MARK ON THE LEFT.  THE MARK IS A
 DK0463'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 66 FEET SOUTH OF
 DK0463'THE CENTER OF HIGHWAY 82, 11 FEET SOUTH OF THE SOUTH BANK OF THE
 DK0463'RIGHT-OF-WAY DITCH, 5.5 FEET SOUTHEAST OF A TELEPHONE POLE WITH A
 DK0463'BRACE ON IT, 5.5 FEET SOUTHWEST OF A TELEPHONE POLE NO. 101, 1.8 FEET
 DK0463'EAST SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 82,
 DK0463'AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0413 ***********************************************************************
 DK0413  DESIGNATION -  82 V 26 MSHD
 DK0413  PID         -  DK0413
 DK0413  STATE/COUNTY-  MS/WASHINGTON
 DK0413  USGS QUAD   -  LELAND (1967)
 DK0413
 DK0413                         *CURRENT SURVEY CONTROL
 DK0413  ___________________________________________________________________
 DK0413* NAD 83(1986)-  33 24 16.     (N)    090 53 51.     (W)     SCALED    
 DK0413* NAVD 88     -        38.186  (meters)     125.28   (feet)  ADJUSTED  
 DK0413  ___________________________________________________________________
 DK0413  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK0413  DYNAMIC HT  -          38.146 (meters)     125.15  (feet)  COMP
 DK0413  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DK0413
 DK0413  VERT ORDER  -  SECOND    CLASS 0
 DK0413
 DK0413.The horizontal coordinates were scaled from a topographic map and have
 DK0413.an estimated accuracy of +/- 6 seconds.
 DK0413
 DK0413.The orthometric height was determined by differential leveling
 DK0413.and adjusted in June 1991.
 DK0413
 DK0413.The geoid height was determined by GEOID03.
 DK0413
 DK0413.The dynamic height is computed by dividing the NAVD 88
 DK0413.geopotential number by the normal gravity value computed on the
 DK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0413.degrees latitude (g = 980.6199 gals.).
 DK0413
 DK0413.The modeled gravity was interpolated from observed gravity values.
 DK0413
 DK0413;                    North         East    Units  Estimated Accuracy
 DK0413;SPC MS W     -   433,040.      647,520.      MT  (+/- 180 meters Scaled)
 DK0413
 DK0413                          SUPERSEDED SURVEY CONTROL
 DK0413
 DK0413  NGVD 29 (??/??/??)   38.266  (m)          125.54   (f) ADJUSTED    2 0
 DK0413
 DK0413.Superseded values are not recommended for survey control.
 DK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0413.See file dsdata.txt to determine how the superseded data were derived.
 DK0413
 DK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS955981(NAD 83)
 DK0413_MARKER: DD = SURVEY DISK
 DK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0413_STAMPING: BM 82V-26 1966
 DK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0413+STABILITY: SURFACE MOTION
 DK0413
 DK0413  HISTORY     - Date     Condition        Report By
 DK0413  HISTORY     - 1966     MONUMENTED       MSHD
 DK0413  HISTORY     - 1975     GOOD             MSHD
 DK0413
 DK0413                          STATION DESCRIPTION
 DK0413
 DK0413'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DK0413'IN LELAND.
 DK0413'THE MARK IS LOCATED IN THE NORTH CORNER OF THE JUNCTION OF THE STEPS
 DK0413'AND THE NORTHWEST WALL OF THE POST OFFICE NEAR THE CENTER OF LELAND IN
 DK0413'THE SOUTHWEST 1/4 OF SECTION 14, T 18N, R 7W.  IT IS 64.5 FEET
 DK0413'SOUTHEAST OF THE CENTER OF BROAD STREET (OLD U.S. HIGHWAY 61), 25.5
 DK0413'FEET SOUTH-SOUTHEAST OF A FLAG POLE, 21.5 FEET SOUTHWEST OF THE NORTH
 DK0413'CORNER OF THE POST OFFICE, 13.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 DK0413'OF A WALK, 1.5 FEET NORTHWEST OF THE NORTHWEST WALL OF THE POST
 DK0413'OFFICE, 1.4 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE STEPS SET IN
 DK0413'THE TOP OF A ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0412 ***********************************************************************
 DK0412  DESIGNATION -  82 V 27 MSHD
 DK0412  PID         -  DK0412
 DK0412  STATE/COUNTY-  MS/WASHINGTON
 DK0412  USGS QUAD   -  LELAND (1967)
 DK0412
 DK0412                         *CURRENT SURVEY CONTROL
 DK0412  ___________________________________________________________________
 DK0412* NAD 83(1986)-  33 23 53.     (N)    090 54 13.     (W)     SCALED    
 DK0412* NAVD 88     -        37.075  (meters)     121.64   (feet)  ADJUSTED  
 DK0412  ___________________________________________________________________
 DK0412  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0412  DYNAMIC HT  -          37.035 (meters)     121.51  (feet)  COMP
 DK0412  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 DK0412
 DK0412  VERT ORDER  -  SECOND    CLASS 0
 DK0412
 DK0412.The horizontal coordinates were scaled from a topographic map and have
 DK0412.an estimated accuracy of +/- 6 seconds.
 DK0412
 DK0412.The orthometric height was determined by differential leveling
 DK0412.and adjusted in June 1991.
 DK0412.WARNING-Repeat measurements at this control monument indicate possible
 DK0412.vertical movement.
 DK0412
 DK0412.The geoid height was determined by GEOID03.
 DK0412
 DK0412.The dynamic height is computed by dividing the NAVD 88
 DK0412.geopotential number by the normal gravity value computed on the
 DK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0412.degrees latitude (g = 980.6199 gals.).
 DK0412
 DK0412.The modeled gravity was interpolated from observed gravity values.
 DK0412
 DK0412;                    North         East    Units  Estimated Accuracy
 DK0412;SPC MS W     -   432,330.      646,950.      MT  (+/- 180 meters Scaled)
 DK0412
 DK0412                          SUPERSEDED SURVEY CONTROL
 DK0412
 DK0412  NGVD 29 (??/??/??)   37.155  (m)          121.90   (f) ADJUSTED    2 0
 DK0412
 DK0412.Superseded values are not recommended for survey control.
 DK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0412.See file dsdata.txt to determine how the superseded data were derived.
 DK0412
 DK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS949973(NAD 83)
 DK0412_MARKER: DD = SURVEY DISK
 DK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0412_STAMPING: BM 82V-27 1966
 DK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0412+STABILITY: SURFACE MOTION
 DK0412
 DK0412  HISTORY     - Date     Condition        Report By
 DK0412  HISTORY     - 1966     MONUMENTED       MSHD
 DK0412  HISTORY     - 1975     GOOD             MSHD
 DK0412
 DK0412                          STATION DESCRIPTION
 DK0412
 DK0412'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DK0412'0.55 MI S FROM LELAND.
 DK0412'THE MARK IS LOCATED 0.5 MILE SOUTH OF THE CENTER OF LELAND IN A
 DK0412'TRIANGULAR PLOT OF GROUND IN THE NORTHEAST ANGLE OF THE INTERSECTION
 DK0412'OF U.S. HIGHWAY 82 AND OLD U.S. HIGHWAY 61 ABOUT 0.1 MILE EAST OF THE
 DK0412'I.C.R.R. TRACK IN THE NORTHEAST 1/4 OF SECTION 22, T 18N, R 7W.  IT IS
 DK0412'55 FEET EAST OF THE CENTER OF THE MEDIUM OF OLD HIGHWAY 61, 38.5 FEET
 DK0412'NORTH OF THE CENTER OF THE WEST BOUND OF HIGHWAY 82, 36 FEET SOUTHWEST
 DK0412'OF THE CENTER OF THE EXIT LAND FOR NORTH BOUND TRAFFIC, 80 FEET
 DK0412'SOUTH-SOUTHEAST OF THE NORTH END OF THE TRIANGLE 1 FOOT NORTH OF A
 DK0412'METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DK0412'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO
 DK0412'REACH FROM THE U.S. POST OFFICE IN LELAND GO SOUTH ON BROAD STREET
 DK0412'(OLD HIGHWAY 61) FOR 0.55 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82
 DK0412'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0464 ***********************************************************************
 DK0464  DESIGNATION -  82 V 28 MSHD
 DK0464  PID         -  DK0464
 DK0464  STATE/COUNTY-  MS/WASHINGTON
 DK0464  USGS QUAD   -  LELAND (1967)
 DK0464
 DK0464                         *CURRENT SURVEY CONTROL
 DK0464  ___________________________________________________________________
 DK0464* NAD 83(1986)-  33 23 55.     (N)    090 53 35.     (W)     SCALED    
 DK0464* NAVD 88     -        37.870  (meters)     124.25   (feet)  ADJUSTED  
 DK0464  ___________________________________________________________________
 DK0464  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0464  DYNAMIC HT  -          37.830 (meters)     124.11  (feet)  COMP
 DK0464  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 DK0464
 DK0464  VERT ORDER  -  SECOND    CLASS 0
 DK0464
 DK0464.The horizontal coordinates were scaled from a topographic map and have
 DK0464.an estimated accuracy of +/- 6 seconds.
 DK0464
 DK0464.The orthometric height was determined by differential leveling
 DK0464.and adjusted in June 1991.
 DK0464
 DK0464.The geoid height was determined by GEOID03.
 DK0464
 DK0464.The dynamic height is computed by dividing the NAVD 88
 DK0464.geopotential number by the normal gravity value computed on the
 DK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0464.degrees latitude (g = 980.6199 gals.).
 DK0464
 DK0464.The modeled gravity was interpolated from observed gravity values.
 DK0464
 DK0464;                    North         East    Units  Estimated Accuracy
 DK0464;SPC MS W     -   432,390.      647,930.      MT  (+/- 180 meters Scaled)
 DK0464
 DK0464                          SUPERSEDED SURVEY CONTROL
 DK0464
 DK0464  NGVD 29 (??/??/??)   37.933  (m)          124.45   (f) ADJUSTED    2 0
 DK0464
 DK0464.Superseded values are not recommended for survey control.
 DK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0464.See file dsdata.txt to determine how the superseded data were derived.
 DK0464
 DK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS959974(NAD 83)
 DK0464_MARKER: DD = SURVEY DISK
 DK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0464_STAMPING: BM 82V-28 (1966)
 DK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0464+STABILITY: SURFACE MOTION
 DK0464
 DK0464  HISTORY     - Date     Condition        Report By
 DK0464  HISTORY     - 1966     MONUMENTED       MSHD
 DK0464  HISTORY     - 1967     GOOD             MSHD
 DK0464
 DK0464                          STATION DESCRIPTION
 DK0464
 DK0464'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0464'0.7 MI NE FROM LELAND.
 DK0464'LOCATED 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0464'WITH U.S. HIGHWAY 61, 15.35 MILES SOUTHWEST OF THE INTERSECTION OF
 DK0464'U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY 82 IN INDIANOLA, AND IN THE
 DK0464'NORTHEAST 1/4 OF SECTION 23, T 18N, R 7W.  TO REACH FROM THE U.S. POST
 DK0464'OFFICE IN LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK0464'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (NORTHEAST) AND CONTINUE ON
 DK0464'U.S. HIGHWAY 82 FOR 0.7 MILE TO A DRIVEWAY LEADING TO A FOOTBALL
 DK0464'FIELD, AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF
 DK0464'A 12 INCH ROUND CONCRETE POST, 123 FEET SOUTHEAST OF THE SOUTHWEST
 DK0464'CORNER OF A CONCRETE BLOCK TICKET HOUSE, 100 FEET NORTHEAST OF THE
 DK0464'CENTER OF THE JUNCTION OF THE DRIVEWAY AND U.S. HIGHWAY 82, 76 FEET
 DK0464'EAST OF THE CENTER OF THE DRIVEWAY, 61 FEET NORTH OF THE CENTER OF
 DK0464'HIGHWAY 82, 26.2 FEET WEST OF THE WEST END OF THE BASE FOR A MONUMENT,
 DK0464'2.1 FEET WEST OF THE SOUTHWEST CORNER OF A FENCE AROUND THE FIELD, 1.7
 DK0464'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 82 AND
 DK0464'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0466 ***********************************************************************
 DK0466  DESIGNATION -  82 V 29 MSHD RESET 1973
 DK0466  PID         -  DK0466
 DK0466  STATE/COUNTY-  MS/WASHINGTON
 DK0466  USGS QUAD   -  LELAND (1967)
 DK0466
 DK0466                         *CURRENT SURVEY CONTROL
 DK0466  ___________________________________________________________________
 DK0466* NAD 83(1986)-  33 24 05.     (N)    090 52 53.     (W)     SCALED    
 DK0466* NAVD 88     -        37.83   (+/-2cm)     124.1    (feet)  VERTCON   
 DK0466  ___________________________________________________________________
 DK0466  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0466  VERT ORDER  -  THIRD (See Below)
 DK0466
 DK0466.The horizontal coordinates were scaled from a topographic map and have
 DK0466.an estimated accuracy of +/- 6 seconds.
 DK0466
 DK0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0466.The vertical order pertains to the NGVD 29 superseded value.
 DK0466
 DK0466.The geoid height was determined by GEOID03.
 DK0466
 DK0466;                    North         East    Units  Estimated Accuracy
 DK0466;SPC MS W     -   432,690.      649,020.      MT  (+/- 180 meters Scaled)
 DK0466
 DK0466                          SUPERSEDED SURVEY CONTROL
 DK0466
 DK0466  NGVD 29 (??/??/??)   37.90   (m)          124.3    (f) RESET       3  
 DK0466
 DK0466.Superseded values are not recommended for survey control.
 DK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0466.See file dsdata.txt to determine how the superseded data were derived.
 DK0466
 DK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS970977(NAD 83)
 DK0466_MARKER: DB = BENCH MARK DISK
 DK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0466_STAMPING: 82V29 RESET 1973
 DK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0466+STABILITY: SURFACE MOTION
 DK0466
 DK0466  HISTORY     - Date     Condition        Report By
 DK0466  HISTORY     - 1973     MONUMENTED       NGS
 DK0466
 DK0466                          STATION DESCRIPTION
 DK0466
 DK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK0466'1.4 MI E FROM LELAND.
 DK0466'LOCATED 1.4 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0466'WITH U.S. HIGHWAY 61 IN LELAND, AT THE NORTH EDGE OF THE SWIMMING POOL
 DK0466'AT THE LILLOS MOTEL AND RESTAURANT 163 FEET SOUTH OF THE CENTER OF THE
 DK0466'HIGHWAY, 37 FEET EAST OF THE NORTHEAST CORNER OF THE RESTAURANT, 1.5
 DK0466'FEET SOUTH OF THE SIDEWALK, 2 FEET NORTH OF THE FENCE ON THE NORTH
 DK0466'SIDE OF THE SWIMMING POOL, 31 FEET EAST OF A FENCE CORNER 2.5 FEET
 DK0466'WEST OF A POLE WITH FLOOD LIGHTS AND 13 FEET NORTH OF THE NORTH EDGE
 DK0466'OF THE SWIMMING POOL.  IT IS A SHORT ROD TYPE MARK ENCASED IN A 4-INCH
 DK0466'WHITE PLASTIC PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0221 ***********************************************************************
 DJ0221  DESIGNATION -  82 V 3
 DJ0221  PID         -  DJ0221
 DJ0221  STATE/COUNTY-  MS/LOWNDES
 DJ0221  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0221
 DJ0221                         *CURRENT SURVEY CONTROL
 DJ0221  ___________________________________________________________________
 DJ0221* NAD 83(1986)-  33 31 24.     (N)    088 24 18.     (W)     SCALED    
 DJ0221* NAVD 88     -        60.155  (meters)     197.36   (feet)  ADJUSTED  
 DJ0221  ___________________________________________________________________
 DJ0221  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0221  DYNAMIC HT  -          60.092 (meters)     197.15  (feet)  COMP
 DJ0221  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 DJ0221
 DJ0221  VERT ORDER  -  SECOND    CLASS 0
 DJ0221
 DJ0221.The horizontal coordinates were scaled from a topographic map and have
 DJ0221.an estimated accuracy of +/- 6 seconds.
 DJ0221
 DJ0221.The orthometric height was determined by differential leveling
 DJ0221.and adjusted in June 1991.
 DJ0221
 DJ0221.The geoid height was determined by GEOID03.
 DJ0221
 DJ0221.The dynamic height is computed by dividing the NAVD 88
 DJ0221.geopotential number by the normal gravity value computed on the
 DJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0221.degrees latitude (g = 980.6199 gals.).
 DJ0221
 DJ0221.The modeled gravity was interpolated from observed gravity values.
 DJ0221
 DJ0221;                    North         East    Units  Estimated Accuracy
 DJ0221;SPC MS E     -   446,160.      339,790.      MT  (+/- 180 meters Scaled)
 DJ0221
 DJ0221                          SUPERSEDED SURVEY CONTROL
 DJ0221
 DJ0221  NGVD 29 (??/??/92)   60.12   (m)          197.2    (f) COMPUTED    2 0
 DJ0221
 DJ0221.Superseded values are not recommended for survey control.
 DJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0221.See file dsdata.txt to determine how the superseded data were derived.
 DJ0221
 DJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC695101(NAD 83)
 DJ0221_MARKER: DD = SURVEY DISK
 DJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0221_STAMPING: BM 82V-3 1964
 DJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0221+STABILITY: SURFACE MOTION
 DJ0221
 DJ0221  HISTORY     - Date     Condition        Report By
 DJ0221  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0221
 DJ0221                          STATION DESCRIPTION
 DJ0221
 DJ0221'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0221'2.5 MI NE FROM COLUMBUS.
 DJ0221'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON HIGHWAY 82 FOR
 DJ0221'0.2 MILE TO THE INTERSECTION OF HIGHWAYS 82 AND 12, TURN LEFT,
 DJ0221'NORTHEAST ON HIGHWAY 12 AND GO 2.5 MILES TO THE COLUMBUS COUNTRY CLUB
 DJ0221'GOLF COURSE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 DJ0221'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 25.7 FEET NORTHWEST OF A
 DJ0221'24 INCH PINE, 52.9 FEET SOUTHWEST OF A POWERLINE POLE, 57.4 FEET WEST
 DJ0221'OF AND 1 FOOT ABOVE THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL
 DJ0221'WITNESS POST WAS SET 2.0 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0467 ***********************************************************************
 DK0467  DESIGNATION -  82 V 30 MSHD
 DK0467  PID         -  DK0467
 DK0467  STATE/COUNTY-  MS/WASHINGTON
 DK0467  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0467
 DK0467                         *CURRENT SURVEY CONTROL
 DK0467  ___________________________________________________________________
 DK0467* NAD 83(1986)-  33 24 20.     (N)    090 51 57.     (W)     SCALED    
 DK0467* NAVD 88     -        35.687  (meters)     117.08   (feet)  ADJUSTED  
 DK0467  ___________________________________________________________________
 DK0467  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0467  DYNAMIC HT  -          35.649 (meters)     116.96  (feet)  COMP
 DK0467  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 DK0467
 DK0467  VERT ORDER  -  SECOND    CLASS 0
 DK0467
 DK0467.The horizontal coordinates were scaled from a topographic map and have
 DK0467.an estimated accuracy of +/- 6 seconds.
 DK0467
 DK0467.The orthometric height was determined by differential leveling
 DK0467.and adjusted in June 1991.
 DK0467
 DK0467.The geoid height was determined by GEOID03.
 DK0467
 DK0467.The dynamic height is computed by dividing the NAVD 88
 DK0467.geopotential number by the normal gravity value computed on the
 DK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0467.degrees latitude (g = 980.6199 gals.).
 DK0467
 DK0467.The modeled gravity was interpolated from observed gravity values.
 DK0467
 DK0467;                    North         East    Units  Estimated Accuracy
 DK0467;SPC MS W     -   433,140.      650,470.      MT  (+/- 180 meters Scaled)
 DK0467
 DK0467                          SUPERSEDED SURVEY CONTROL
 DK0467
 DK0467  NGVD 29 (??/??/??)   35.752  (m)          117.30   (f) ADJUSTED    2 0
 DK0467
 DK0467.Superseded values are not recommended for survey control.
 DK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0467.See file dsdata.txt to determine how the superseded data were derived.
 DK0467
 DK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS984982(NAD 83)
 DK0467_MARKER: DD = SURVEY DISK
 DK0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0467_STAMPING: BM 82V-30 1966
 DK0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0467+STABILITY: SURFACE MOTION
 DK0467
 DK0467  HISTORY     - Date     Condition        Report By
 DK0467  HISTORY     - 1966     MONUMENTED       MSHD
 DK0467  HISTORY     - 1967     GOOD             MSHD
 DK0467  HISTORY     - 1973     GOOD             NGS
 DK0467
 DK0467                          STATION DESCRIPTION
 DK0467
 DK0467'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0467'2.4 MI NE FROM LELAND.
 DK0467'LOCATED 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0467'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, 13.65 MILES SOUTHWEST OF
 DK0467'THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY 82 IN
 DK0467'INDIANOLA, 1.0 MILE NORTHEAST OF A CROSSROADS, AND IN THE SOUTHWEST
 DK0467'1/4 OF SECTION 18, T 18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0467'LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK0467'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT NORTHEAST AND CONTINUE ON
 DK0467'HIGHWAY 82 FOR 1.4 MILES TO A CROSSROADS, CONTINUE NORTHEAST ON
 DK0467'HIGHWAY 82 FOR 1.0 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DK0467'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 59 FEET WEST OF A
 DK0467'RAMP, 44.5 FEET NORTH OF THE CENTER OF HIGHWAY 82, 2.7 FEET EAST OF A
 DK0467'POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 DK0467'LEVEL OF HIGHWAY 82, AND PROJECTS 6 INCHES.
 DK0467
 DK0467                          STATION RECOVERY (1973)
 DK0467
 DK0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0469 ***********************************************************************
 DK0469  DESIGNATION -  82 V 31 MSHD RESET 1972
 DK0469  PID         -  DK0469
 DK0469  STATE/COUNTY-  MS/WASHINGTON
 DK0469  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0469
 DK0469                         *CURRENT SURVEY CONTROL
 DK0469  ___________________________________________________________________
 DK0469* NAD 83(1986)-  33 24 32.     (N)    090 51 13.     (W)     SCALED    
 DK0469* NAVD 88     -        35.00   (meters)     114.8    (feet)  RESET     
 DK0469  ___________________________________________________________________
 DK0469  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0469  VERT ORDER  -  THIRD
 DK0469
 DK0469.The horizontal coordinates were scaled from a topographic map and have
 DK0469.an estimated accuracy of +/- 6 seconds.
 DK0469
 DK0469.The orthometric height was computed from unverified reset data.
 DK0469
 DK0469.The geoid height was determined by GEOID03.
 DK0469
 DK0469;                    North         East    Units  Estimated Accuracy
 DK0469;SPC MS W     -   433,510.      651,610.      MT  (+/- 180 meters Scaled)
 DK0469
 DK0469                          SUPERSEDED SURVEY CONTROL
 DK0469
 DK0469  NGVD 29 (??/??/??)   35.07   (m)          115.1    (f) RESET       3  
 DK0469
 DK0469.Superseded values are not recommended for survey control.
 DK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0469.See file dsdata.txt to determine how the superseded data were derived.
 DK0469
 DK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS995986(NAD 83)
 DK0469_MARKER: DB = BENCH MARK DISK
 DK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0469_STAMPING: 82V31 MDH RESET 1972
 DK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0469+STABILITY: SURFACE MOTION
 DK0469
 DK0469  HISTORY     - Date     Condition        Report By
 DK0469  HISTORY     - 1972     MONUMENTED       NGS
 DK0469  HISTORY     - 1973     GOOD             NGS
 DK0469
 DK0469                          STATION DESCRIPTION
 DK0469
 DK0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0469'3.2 MI NE FROM LELAND.
 DK0469'LOCATED 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0469'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, 1.75 MILES NORTHEAST OF A
 DK0469'CROSSROADS, IN THE SW 1/4 OF SEC. 18, T 18N, R6W, IN THE NORTHWEST
 DK0469'CORNER OF A ROAD SIDE PARK.  IT IS 65 FEET SOUTH OF THE CENTER OF THE
 DK0469'SOUTH LANE OF U.S. HIGHWAY 82, 14 FEET EAST OF THE NORTHWEST CORNER OF
 DK0469'THE ROAD SIDE PARK, 5.5 FEET SOUTH OF A BOARD FENCE, 48 FEET NORTHWEST
 DK0469'OF THE CENTER OF THE ROAD IN THE PARK AND 1 FOOT WEST OF A METAL
 DK0469'WITNESS POST.  IT IS A NGS DISK CRIMPED ON A SHORT SECTION OF COPPER
 DK0469'WELD ROD PROJECTING 3 INCHES ENCASED IN A 4 INCHES PLASTIC PIPE.
 DK0469
 DK0469                          STATION RECOVERY (1973)
 DK0469
 DK0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0471 ***********************************************************************
 DK0471  DESIGNATION -  82 V 32 MSHD RESET 1973
 DK0471  PID         -  DK0471
 DK0471  STATE/COUNTY-  MS/WASHINGTON
 DK0471  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0471
 DK0471                         *CURRENT SURVEY CONTROL
 DK0471  ___________________________________________________________________
 DK0471* NAD 83(1986)-  33 24 45.     (N)    090 50 19.     (W)     SCALED    
 DK0471* NAVD 88     -        35.54   (+/-2cm)     116.6    (feet)  VERTCON   
 DK0471  ___________________________________________________________________
 DK0471  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0471  VERT ORDER  -  THIRD (See Below)
 DK0471
 DK0471.The horizontal coordinates were scaled from a topographic map and have
 DK0471.an estimated accuracy of +/- 6 seconds.
 DK0471
 DK0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0471.The vertical order pertains to the NGVD 29 superseded value.
 DK0471
 DK0471.The geoid height was determined by GEOID03.
 DK0471
 DK0471;                    North         East    Units  Estimated Accuracy
 DK0471;SPC MS W     -   433,900.      653,000.      MT  (+/- 180 meters Scaled)
 DK0471
 DK0471                          SUPERSEDED SURVEY CONTROL
 DK0471
 DK0471  NGVD 29 (??/??/??)   35.61   (m)          116.8    (f) RESET       3  
 DK0471
 DK0471.Superseded values are not recommended for survey control.
 DK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0471.See file dsdata.txt to determine how the superseded data were derived.
 DK0471
 DK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS009991(NAD 83)
 DK0471_MARKER: DB = BENCH MARK DISK
 DK0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0471_SP_SET: BRIDGE
 DK0471_STAMPING: 82V32 RESET 1973
 DK0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0471
 DK0471  HISTORY     - Date     Condition        Report By
 DK0471  HISTORY     - 1973     MONUMENTED       NGS
 DK0471
 DK0471                          STATION DESCRIPTION
 DK0471
 DK0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK0471'4.0 MI NE FROM LELAND.
 DK0471'LOCATED 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0471'INTERSECTION WITH STATE HIGHWAY 1 AT LELAND.  IT IS A BENCH MARK DISK
 DK0471'SET IN A DRILL HOLE IN THE NORTHWEST ABUTMENT OF THE BRIDGE IN THE
 DK0471'EAST BOUND LANE OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER OF THE
 DK0471'HIGHWAY, 1.5 FEET EAST OF THE WINGWALL AND ABOUT 2.5 FEET BELOW THE
 DK0471'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0478 ***********************************************************************
 DK0478  DESIGNATION -  82 V 34 MSHD
 DK0478  PID         -  DK0478
 DK0478  STATE/COUNTY-  MS/WASHINGTON
 DK0478  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0478
 DK0478                         *CURRENT SURVEY CONTROL
 DK0478  ___________________________________________________________________
 DK0478* NAD 83(1986)-  33 25 02.     (N)    090 49 16.     (W)     SCALED    
 DK0478* NAVD 88     -        35.464  (meters)     116.35   (feet)  ADJUSTED  
 DK0478  ___________________________________________________________________
 DK0478  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0478  DYNAMIC HT  -          35.427 (meters)     116.23  (feet)  COMP
 DK0478  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 DK0478
 DK0478  VERT ORDER  -  SECOND    CLASS 0
 DK0478
 DK0478.The horizontal coordinates were scaled from a topographic map and have
 DK0478.an estimated accuracy of +/- 6 seconds.
 DK0478
 DK0478.The orthometric height was determined by differential leveling
 DK0478.and adjusted in June 1991.
 DK0478
 DK0478.The geoid height was determined by GEOID03.
 DK0478
 DK0478.The dynamic height is computed by dividing the NAVD 88
 DK0478.geopotential number by the normal gravity value computed on the
 DK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0478.degrees latitude (g = 980.6199 gals.).
 DK0478
 DK0478.The modeled gravity was interpolated from observed gravity values.
 DK0478
 DK0478;                    North         East    Units  Estimated Accuracy
 DK0478;SPC MS W     -   434,420.      654,630.      MT  (+/- 180 meters Scaled)
 DK0478
 DK0478                          SUPERSEDED SURVEY CONTROL
 DK0478
 DK0478  NGVD 29 (??/??/??)   35.532  (m)          116.57   (f) ADJUSTED    2 0
 DK0478
 DK0478.Superseded values are not recommended for survey control.
 DK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0478.See file dsdata.txt to determine how the superseded data were derived.
 DK0478
 DK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS025996(NAD 83)
 DK0478_MARKER: DD = SURVEY DISK
 DK0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0478_STAMPING: BM 82V-34 (1966)
 DK0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0478+STABILITY: SURFACE MOTION
 DK0478
 DK0478  HISTORY     - Date     Condition        Report By
 DK0478  HISTORY     - 1966     MONUMENTED       MSHD
 DK0478  HISTORY     - 1967     GOOD             MSHD
 DK0478  HISTORY     - 1973     GOOD             NGS
 DK0478
 DK0478                          STATION DESCRIPTION
 DK0478
 DK0478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0478'5.15 MI NE FROM LELAND.
 DK0478'LOCATED 5.15 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0478'INTERSECTION WITH U.S. HIGHWAY 61 ON THE OUTSKIRTS SOUTHWEST OF
 DK0478'LELAND, 0.45 MILE NORTHEAST OF A CROSSROADS, 10.9 MILES SOUTHWEST OF
 DK0478'THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY 82 IN THE
 DK0478'NORTHEAST SECTION OF INDIANOLA, AND IN THE SOUTHWEST 1/4 OF SECTION 9,
 DK0478'T 18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0478'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S.
 DK0478'HIGHWAY 82, TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0478'4.7 MILES TO A CROSSROADS, AND CONTINUE NORTHEAST ON U.S. HIGHWAY 82
 DK0478'FOR 0.45 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 DK0478'TOP OF A 12 INCH ROUND CONCRETE POST, 60 FEET NORTH OF THE CENTER OF
 DK0478'HIGHWAY 82, 3.2 FEET EAST OF A POWER POLE, 1.6 FEET WEST OF A METAL
 DK0478'WITNESS POST, 3 FEET BELOW THE LEVEL OF HIGHWAY 82, AND PROJECTS 4
 DK0478'INCHES.
 DK0478
 DK0478                          STATION RECOVERY (1973)
 DK0478
 DK0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0479 ***********************************************************************
 DK0479  DESIGNATION -  82 V 34 MSHD RESET 1972
 DK0479  PID         -  DK0479
 DK0479  STATE/COUNTY-  MS/WASHINGTON
 DK0479  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0479
 DK0479                         *CURRENT SURVEY CONTROL
 DK0479  ___________________________________________________________________
 DK0479* NAD 83(1986)-  33 25 03.     (N)    090 49 07.     (W)     SCALED    
 DK0479* NAVD 88     -        35.45   (meters)     116.3    (feet)  RESET     
 DK0479  ___________________________________________________________________
 DK0479  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0479  VERT ORDER  -  THIRD
 DK0479
 DK0479.The horizontal coordinates were scaled from a topographic map and have
 DK0479.an estimated accuracy of +/- 6 seconds.
 DK0479
 DK0479.The orthometric height was computed from unverified reset data.
 DK0479
 DK0479.The geoid height was determined by GEOID03.
 DK0479
 DK0479;                    North         East    Units  Estimated Accuracy
 DK0479;SPC MS W     -   434,450.      654,870.      MT  (+/- 180 meters Scaled)
 DK0479
 DK0479                          SUPERSEDED SURVEY CONTROL
 DK0479
 DK0479  NGVD 29 (??/??/??)   35.52   (m)          116.5    (f) RESET       3  
 DK0479
 DK0479.Superseded values are not recommended for survey control.
 DK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0479.See file dsdata.txt to determine how the superseded data were derived.
 DK0479
 DK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS028997(NAD 83)
 DK0479_MARKER: DB = BENCH MARK DISK
 DK0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0479_STAMPING: 82V34 (MDH) RESET 1972
 DK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0479+STABILITY: SURFACE MOTION
 DK0479
 DK0479  HISTORY     - Date     Condition        Report By
 DK0479  HISTORY     - 1972     MONUMENTED       NGS
 DK0479
 DK0479                          STATION DESCRIPTION
 DK0479
 DK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0479'5.3 MI NE FROM LELAND.
 DK0479'LOCATED 5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0479'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, IN THE SW 1/4 OF SEC 9
 DK0479'T18N, R6W, 0.55 MILE EAST OF A CROSSROAD.  IT IS 57.5 FEET SOUTH OF
 DK0479'THE SOUTH LANE OF U.S. HIGHWAY 82, 201.5 FEET NORTHEAST OF THE
 DK0479'NORTHEAST CORNER OF A CHURCH AND SCHOOL, 121 FEET EAST OF THE
 DK0479'PROJECTED PLANE OF THE EAST WALL OF THE CHURCH, 1.5 FEET NORTH OF A
 DK0479'METAL WITNESS POST, AND 2 FEET NORTH OF A FENCE CORNER.  IT IS A NGS
 DK0479'DISK CRIMPED ON A 3.5 FOOT SECTION OF COPPER WELD ROD ENCASED IN A
 DK0479'4-INCH IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0481 ***********************************************************************
 DK0481  DESIGNATION -  82 V 35 MSHD RESET 1972
 DK0481  PID         -  DK0481
 DK0481  STATE/COUNTY-  MS/WASHINGTON
 DK0481  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0481
 DK0481                         *CURRENT SURVEY CONTROL
 DK0481  ___________________________________________________________________
 DK0481* NAD 83(1986)-  33 25 15.     (N)    090 48 27.     (W)     SCALED    
 DK0481* NAVD 88     -        34.63   (meters)     113.6    (feet)  RESET     
 DK0481  ___________________________________________________________________
 DK0481  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0481  VERT ORDER  -  THIRD
 DK0481
 DK0481.The horizontal coordinates were scaled from a topographic map and have
 DK0481.an estimated accuracy of +/- 6 seconds.
 DK0481
 DK0481.The orthometric height was computed from unverified reset data.
 DK0481
 DK0481.The geoid height was determined by GEOID03.
 DK0481
 DK0481;                    North         East    Units  Estimated Accuracy
 DK0481;SPC MS W     -   434,810.      655,900.      MT  (+/- 180 meters Scaled)
 DK0481
 DK0481                          SUPERSEDED SURVEY CONTROL
 DK0481
 DK0481  NGVD 29 (??/??/??)   34.70   (m)          113.8    (f) RESET       3  
 DK0481
 DK0481.Superseded values are not recommended for survey control.
 DK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0481.See file dsdata.txt to determine how the superseded data were derived.
 DK0481
 DK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT038000(NAD 83)
 DK0481_MARKER: DB = BENCH MARK DISK
 DK0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0481_STAMPING: 82V35 MDH RESET 1972
 DK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0481+STABILITY: SURFACE MOTION
 DK0481
 DK0481  HISTORY     - Date     Condition        Report By
 DK0481  HISTORY     - 1972     MONUMENTED       NGS
 DK0481  HISTORY     - 1973     GOOD             NGS
 DK0481
 DK0481                          STATION DESCRIPTION
 DK0481
 DK0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0481'6.0 MI NE FROM LELAND.
 DK0481'LOCATED 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0481'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, 1.3 MILES NORTHEAST OF A
 DK0481'CROSSROAD, IN THE SE 1/4 OF SEC. 10, T18N, R6W.  IT IS 75 FEET NORTH
 DK0481'OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82, 21 FEET WEST OF A
 DK0481'FIELD ROAD, 134 FEET WEST OF A POWER POLE, 145 FEET EAST OF A POWER
 DK0481'POLE, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A SHORT ROD TYPE
 DK0481'MARK ENCASED IN A 6-INCH IRON PIPE PROJECTING 6 INCHES.
 DK0481
 DK0481                          STATION RECOVERY (1973)
 DK0481
 DK0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0482 ***********************************************************************
 DK0482  DESIGNATION -  82 V 36 MSHD
 DK0482  PID         -  DK0482
 DK0482  STATE/COUNTY-  MS/WASHINGTON
 DK0482  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0482
 DK0482                         *CURRENT SURVEY CONTROL
 DK0482  ___________________________________________________________________
 DK0482* NAD 83(1986)-  33 25 26.     (N)    090 47 41.     (W)     SCALED    
 DK0482* NAVD 88     -        35.302  (meters)     115.82   (feet)  ADJUSTED  
 DK0482  ___________________________________________________________________
 DK0482  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK0482  DYNAMIC HT  -          35.265 (meters)     115.70  (feet)  COMP
 DK0482  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 DK0482
 DK0482  VERT ORDER  -  SECOND    CLASS 0
 DK0482
 DK0482.The horizontal coordinates were scaled from a topographic map and have
 DK0482.an estimated accuracy of +/- 6 seconds.
 DK0482
 DK0482.The orthometric height was determined by differential leveling
 DK0482.and adjusted in June 1991.
 DK0482
 DK0482.The geoid height was determined by GEOID03.
 DK0482
 DK0482.The dynamic height is computed by dividing the NAVD 88
 DK0482.geopotential number by the normal gravity value computed on the
 DK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0482.degrees latitude (g = 980.6199 gals.).
 DK0482
 DK0482.The modeled gravity was interpolated from observed gravity values.
 DK0482
 DK0482;                    North         East    Units  Estimated Accuracy
 DK0482;SPC MS W     -   435,150.      657,090.      MT  (+/- 180 meters Scaled)
 DK0482
 DK0482                          SUPERSEDED SURVEY CONTROL
 DK0482
 DK0482  NGVD 29 (??/??/??)   35.371  (m)          116.05   (f) ADJUSTED    2 0
 DK0482
 DK0482.Superseded values are not recommended for survey control.
 DK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0482.See file dsdata.txt to determine how the superseded data were derived.
 DK0482
 DK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT050004(NAD 83)
 DK0482_MARKER: DD = SURVEY DISK
 DK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0482_STAMPING: BM 82V-36 (1966)
 DK0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0482+STABILITY: SURFACE MOTION
 DK0482
 DK0482  HISTORY     - Date     Condition        Report By
 DK0482  HISTORY     - 1966     MONUMENTED       MSHD
 DK0482  HISTORY     - 1967     GOOD             MSHD
 DK0482  HISTORY     - 1973     GOOD             NGS
 DK0482
 DK0482                          STATION DESCRIPTION
 DK0482
 DK0482'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0482'6.8 MI NE FROM LELAND.
 DK0482'LOCATED 6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0482'INTERSECTION WITH U.S. HIGHWAY 61 IN OUTSKIRTS OF THE SOUTH SIDE OF
 DK0482'LELAND, 9.25 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 49
 DK0482'WEST AND U.S. HIGHWAY 82 AT THE NORTHEAST EDGE OF INDIANOLA, 2.1 MILES
 DK0482'NORTHEAST OF A CROSSROADS, AND IN THE NORTHWEST 1/4 OF SECTION 11, T
 DK0482'18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO SOUTHWEST
 DK0482'ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK0482'82, TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 4.7
 DK0482'MILES TO A CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82 FOR 2.1
 DK0482'MILES TO A TURN RIGHT-OF-WAY ON THE RIGHT, AND THE MARK ON THE LEFT.
 DK0482'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 64
 DK0482'FEET WEST OF THE CENTER OF THE CULVERT UNDER DRIVEWAY, 57 FEET NORTH
 DK0482'OF THE CENTER OF HIGHWAY 82, 49.6 FEET SOUTH OF THE SOUTHWEST CORNER
 DK0482'OF A HOUSE, 41 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 4 X 4 BOX
 DK0482'CULVERT, 14 FEET WEST OF THE SOUTH POST OF AN ARKANSAS ADVERTISEMENT
 DK0482'SIGN, 1.9 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ON IT, 1.6
 DK0482'FEET EAST OF A METAL WITNESS POST, 1/2 FEET BELOW THE LEVEL OF HIGHWAY
 DK0482'82, AND PROJECTS 3 INCHES.
 DK0482
 DK0482                          STATION RECOVERY (1973)
 DK0482
 DK0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0483 ***********************************************************************
 DK0483  DESIGNATION -  82 V 37 MSHD
 DK0483  PID         -  DK0483
 DK0483  STATE/COUNTY-  MS/WASHINGTON
 DK0483  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0483
 DK0483                         *CURRENT SURVEY CONTROL
 DK0483  ___________________________________________________________________
 DK0483* NAD 83(1986)-  33 25 41.     (N)    090 46 51.     (W)     SCALED    
 DK0483* NAVD 88     -        34.980  (meters)     114.76   (feet)  ADJUSTED  
 DK0483  ___________________________________________________________________
 DK0483  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0483  DYNAMIC HT  -          34.943 (meters)     114.64  (feet)  COMP
 DK0483  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 DK0483
 DK0483  VERT ORDER  -  SECOND    CLASS 0
 DK0483
 DK0483.The horizontal coordinates were scaled from a topographic map and have
 DK0483.an estimated accuracy of +/- 6 seconds.
 DK0483
 DK0483.The orthometric height was determined by differential leveling
 DK0483.and adjusted in June 1991.
 DK0483
 DK0483.The geoid height was determined by GEOID03.
 DK0483
 DK0483.The dynamic height is computed by dividing the NAVD 88
 DK0483.geopotential number by the normal gravity value computed on the
 DK0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0483.degrees latitude (g = 980.6199 gals.).
 DK0483
 DK0483.The modeled gravity was interpolated from observed gravity values.
 DK0483
 DK0483;                    North         East    Units  Estimated Accuracy
 DK0483;SPC MS W     -   435,600.      658,390.      MT  (+/- 180 meters Scaled)
 DK0483
 DK0483                          SUPERSEDED SURVEY CONTROL
 DK0483
 DK0483  NGVD 29 (??/??/??)   35.050  (m)          114.99   (f) ADJUSTED    2 0
 DK0483
 DK0483.Superseded values are not recommended for survey control.
 DK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0483.See file dsdata.txt to determine how the superseded data were derived.
 DK0483
 DK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT063009(NAD 83)
 DK0483_MARKER: DD = SURVEY DISK
 DK0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0483_STAMPING: BM 82V-37 (1966)
 DK0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0483+STABILITY: SURFACE MOTION
 DK0483
 DK0483  HISTORY     - Date     Condition        Report By
 DK0483  HISTORY     - 1966     MONUMENTED       MSHD
 DK0483  HISTORY     - 1967     GOOD             MSHD
 DK0483  HISTORY     - 1973     GOOD             NGS
 DK0483
 DK0483                          STATION DESCRIPTION
 DK0483
 DK0483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0483'7.65 MI NE FROM LELAND.
 DK0483'LOCATED 7.65 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0483'INTERSECTION WITH U.S. HIGHWAY 61 AT THE SOUTHERN OUTSKIRTS OF LELAND,
 DK0483'8.4 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND
 DK0483'U.S. HIGHWAY 82 AT THE NORTHEAST SIDE OF INDIANOLA, 2.95 MILES
 DK0483'NORTHEAST OF A CROSSROADS, AND IS IN THE NORTHWEST 1/4 OF SECTION 12,
 DK0483'T 18N, R 6W.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0483'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE INTERSECTION OF U.S.
 DK0483'HIGHWAY 82, TURN LEFT (NORTHEAST) AND CONTINUE ON U. S. HIGHWAY 82 FOR
 DK0483'4.7 MILES TO A CROSSROADS, CONTINUE NORTHEAST ON U.S. HIGHWAY 82 FOR
 DK0483'2.95 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DK0483'OF A 12 INCH ROUND CONCRETE POST, 119 FEET WEST OF A POWER POLE, 61.5
 DK0483'FEET NORTH OF THE CENTER OF HIGHWAY 82, 13 FEET EAST OF AN 18 INCH
 DK0483'PECAN, 6 FEET WEST OF A 12 INCH PECAN, 1.6 FEET WEST OF A METAL
 DK0483'WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 82, AND PROJECTS 3
 DK0483'INCHES.
 DK0483
 DK0483                          STATION RECOVERY (1973)
 DK0483
 DK0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0492 ***********************************************************************
 DK0492  DESIGNATION -  82 V 38 MSHD RESET 1972
 DK0492  PID         -  DK0492
 DK0492  STATE/COUNTY-  MS/SUNFLOWER
 DK0492  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0492
 DK0492                         *CURRENT SURVEY CONTROL
 DK0492  ___________________________________________________________________
 DK0492* NAD 83(1986)-  33 26 07.     (N)    090 45 02.     (W)     SCALED    
 DK0492* NAVD 88     -        35.73   (meters)     117.2    (feet)  RESET     
 DK0492  ___________________________________________________________________
 DK0492  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK0492  VERT ORDER  -  THIRD
 DK0492
 DK0492.The horizontal coordinates were scaled from a topographic map and have
 DK0492.an estimated accuracy of +/- 6 seconds.
 DK0492
 DK0492.The orthometric height was computed from unverified reset data.
 DK0492
 DK0492.The geoid height was determined by GEOID03.
 DK0492
 DK0492;                    North         East    Units  Estimated Accuracy
 DK0492;SPC MS W     -   436,390.      661,200.      MT  (+/- 180 meters Scaled)
 DK0492
 DK0492                          SUPERSEDED SURVEY CONTROL
 DK0492
 DK0492  NGVD 29 (??/??/??)   35.81   (m)          117.5    (f) RESET       3  
 DK0492
 DK0492.Superseded values are not recommended for survey control.
 DK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0492.See file dsdata.txt to determine how the superseded data were derived.
 DK0492
 DK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT091018(NAD 83)
 DK0492_MARKER: DB = BENCH MARK DISK
 DK0492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0492_STAMPING: 82V38MDH RESET 1972
 DK0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0492
 DK0492  HISTORY     - Date     Condition        Report By
 DK0492  HISTORY     - 1972     MONUMENTED       NGS
 DK0492  HISTORY     - 1973     GOOD             NGS
 DK0492
 DK0492                          STATION DESCRIPTION
 DK0492
 DK0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0492'7.0 MI SW FROM INDIANOLA.
 DK0492'LOCATE 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0492'WITH U.S. HIGHWAY 49 AT THE NORTHEAST EDGE OF INDIANOLA, IN THE SE 1/4
 DK0492'OF SEC. 6 T18N, R5W, ON HIGHWAY PROPERTY BORDERING PROPERTY OWNED BY
 DK0492'MR. HILLARD RUTLEDGE.  IT IS 65 FEET SOUTH OF THE CENTER OF THE SOUTH
 DK0492'LANE OF U.S. HIGHWAY 82, 5 FEET NORTH OF THE NORTH POLE OF A DOUBLE
 DK0492'POWER POLE, AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A SHORT ROD
 DK0492'TYPE MARK ENCASED IN AN IRON PIPE PROJECTING 6 INCHES.
 DK0492
 DK0492                          STATION RECOVERY (1973)
 DK0492
 DK0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0494 ***********************************************************************
 DK0494  DESIGNATION -  82 V 39 MSHD RESET 1972
 DK0494  PID         -  DK0494
 DK0494  STATE/COUNTY-  MS/SUNFLOWER
 DK0494  USGS QUAD   -  INDIANOLA (1965)
 DK0494
 DK0494                         *CURRENT SURVEY CONTROL
 DK0494  ___________________________________________________________________
 DK0494* NAD 83(1986)-  33 26 21.     (N)    090 44 09.     (W)     SCALED    
 DK0494* NAVD 88     -        35.90   (meters)     117.8    (feet)  RESET     
 DK0494  ___________________________________________________________________
 DK0494  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK0494  VERT ORDER  -  THIRD
 DK0494
 DK0494.The horizontal coordinates were scaled from a topographic map and have
 DK0494.an estimated accuracy of +/- 6 seconds.
 DK0494
 DK0494.The orthometric height was computed from unverified reset data.
 DK0494
 DK0494.The geoid height was determined by GEOID03.
 DK0494
 DK0494;                    North         East    Units  Estimated Accuracy
 DK0494;SPC MS W     -   436,820.      662,570.      MT  (+/- 180 meters Scaled)
 DK0494
 DK0494                          SUPERSEDED SURVEY CONTROL
 DK0494
 DK0494  NGVD 29 (??/??/??)   35.97   (m)          118.0    (f) RESET       3  
 DK0494
 DK0494.Superseded values are not recommended for survey control.
 DK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0494.See file dsdata.txt to determine how the superseded data were derived.
 DK0494
 DK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT104022(NAD 83)
 DK0494_MARKER: DB = BENCH MARK DISK
 DK0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0494_STAMPING: 82V39MDH RESET 1972
 DK0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0494
 DK0494  HISTORY     - Date     Condition        Report By
 DK0494  HISTORY     - 1972     MONUMENTED       NGS
 DK0494  HISTORY     - 1973     GOOD             NGS
 DK0494
 DK0494                          STATION DESCRIPTION
 DK0494
 DK0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0494'6.1 MI SW FROM INDIANOLA.
 DK0494'LOCATED 6.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0494'INTERSECTION WITH U.S. HIGHWAY 49 AT THE NORTHEAST EDGE OF INDIANOLA,
 DK0494'0.55 MILE SOUTHWEST OF A RAILROAD CROSSING, IN THE SW 1/4 OF SEC. 5
 DK0494'T18N, R5W, ON STATE HIGHWAY PROPERTY BORDERED BY LAND OWNED BY V.G.
 DK0494'GUINN.  IT IS 900 FEET EAST OF THE INTERCHANGE WITH A ROAD LEADING
 DK0494'SOUTHEAST, 124 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF THE
 DK0494'HIGHWAY AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A SHORT ROD
 DK0494'TYPE MARK ENCASED IN A 4-INCH IRON PIPE PROJECTING 6 INCHES.
 DK0494
 DK0494                          STATION RECOVERY (1973)
 DK0494
 DK0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0222 ***********************************************************************
 DJ0222  DESIGNATION -  82 V 4
 DJ0222  PID         -  DJ0222
 DJ0222  STATE/COUNTY-  MS/LOWNDES
 DJ0222  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0222
 DJ0222                         *CURRENT SURVEY CONTROL
 DJ0222  ___________________________________________________________________
 DJ0222* NAD 83(1986)-  33 31 09.     (N)    088 23 52.     (W)     SCALED    
 DJ0222* NAVD 88     -        54.340  (meters)     178.28   (feet)  ADJUSTED  
 DJ0222  ___________________________________________________________________
 DJ0222  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0222  DYNAMIC HT  -          54.282 (meters)     178.09  (feet)  COMP
 DJ0222  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DJ0222
 DJ0222  VERT ORDER  -  SECOND    CLASS 0
 DJ0222
 DJ0222.The horizontal coordinates were scaled from a topographic map and have
 DJ0222.an estimated accuracy of +/- 6 seconds.
 DJ0222
 DJ0222.The orthometric height was determined by differential leveling
 DJ0222.and adjusted in June 1991.
 DJ0222
 DJ0222.The geoid height was determined by GEOID03.
 DJ0222
 DJ0222.The dynamic height is computed by dividing the NAVD 88
 DJ0222.geopotential number by the normal gravity value computed on the
 DJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0222.degrees latitude (g = 980.6199 gals.).
 DJ0222
 DJ0222.The modeled gravity was interpolated from observed gravity values.
 DJ0222
 DJ0222;                    North         East    Units  Estimated Accuracy
 DJ0222;SPC MS E     -   445,700.      340,460.      MT  (+/- 180 meters Scaled)
 DJ0222
 DJ0222                          SUPERSEDED SURVEY CONTROL
 DJ0222
 DJ0222  NGVD 29 (??/??/92)   54.32   (m)          178.2    (f) COMPUTED    2 0
 DJ0222
 DJ0222.Superseded values are not recommended for survey control.
 DJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0222.See file dsdata.txt to determine how the superseded data were derived.
 DJ0222
 DJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC701097(NAD 83)
 DJ0222_MARKER: DD = SURVEY DISK
 DJ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0222_STAMPING: BM 82V-4 1964
 DJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0222+STABILITY: SURFACE MOTION
 DJ0222
 DJ0222  HISTORY     - Date     Condition        Report By
 DJ0222  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0222
 DJ0222                          STATION DESCRIPTION
 DJ0222
 DJ0222'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0222'3.0 MI NE FROM COLUMBUS.
 DJ0222'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON U.S. HIGHWAY 82
 DJ0222'FOR 1.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY 50, TURN LEFT,
 DJ0222'NORTHEAST, ON HIGHWAY 50 AND GO 1.0 MILE TO 14TH AVENUE, TURN LEFT,
 DJ0222'WEST, ON 14TH AVENUE AND GO 0.2 MILE TO A RAILROAD CROSSING, TURN
 DJ0222'RIGHT, NORTH, AND FOLLOW A TRACK ROAD PARALLELING THE ST. LOUIS-SAN
 DJ0222'FRANCISCO RAILROAD 0.65 MILE TO THE MARK ON THE LEFT.  THE MARK IS A
 DJ0222'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 71.5
 DJ0222'FEET EAST OF A 12-INCH PINE, 59.4 FEET WEST OF THE CENTER OF THE
 DJ0222'TRACK, 9.1 FEET WEST OF A FENCE POST AND 3 FEET BELOW THE LEVEL OF THE
 DJ0222'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0495 ***********************************************************************
 DK0495  DESIGNATION -  82 V 40 MSHD
 DK0495  PID         -  DK0495
 DK0495  STATE/COUNTY-  MS/SUNFLOWER
 DK0495  USGS QUAD   -  INDIANOLA (1965)
 DK0495
 DK0495                         *CURRENT SURVEY CONTROL
 DK0495  ___________________________________________________________________
 DK0495* NAD 83(1986)-  33 26 33.     (N)    090 43 25.     (W)     SCALED    
 DK0495* NAVD 88     -        38.034  (meters)     124.78   (feet)  ADJUSTED  
 DK0495  ___________________________________________________________________
 DK0495  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0495  DYNAMIC HT  -          37.994 (meters)     124.65  (feet)  COMP
 DK0495  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 DK0495
 DK0495  VERT ORDER  -  SECOND    CLASS 0
 DK0495
 DK0495.The horizontal coordinates were scaled from a topographic map and have
 DK0495.an estimated accuracy of +/- 6 seconds.
 DK0495
 DK0495.The orthometric height was determined by differential leveling
 DK0495.and adjusted in June 1991.
 DK0495
 DK0495.The geoid height was determined by GEOID03.
 DK0495
 DK0495.The dynamic height is computed by dividing the NAVD 88
 DK0495.geopotential number by the normal gravity value computed on the
 DK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0495.degrees latitude (g = 980.6199 gals.).
 DK0495
 DK0495.The modeled gravity was interpolated from observed gravity values.
 DK0495
 DK0495;                    North         East    Units  Estimated Accuracy
 DK0495;SPC MS W     -   437,180.      663,710.      MT  (+/- 180 meters Scaled)
 DK0495
 DK0495                          SUPERSEDED SURVEY CONTROL
 DK0495
 DK0495  NGVD 29 (??/??/??)   38.106  (m)          125.02   (f) ADJUSTED    2 0
 DK0495
 DK0495.Superseded values are not recommended for survey control.
 DK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0495.See file dsdata.txt to determine how the superseded data were derived.
 DK0495
 DK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT116026(NAD 83)
 DK0495_MARKER: DD = SURVEY DISK
 DK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0495_STAMPING: BM 82V-40 1966
 DK0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0495+STABILITY: SURFACE MOTION
 DK0495
 DK0495  HISTORY     - Date     Condition        Report By
 DK0495  HISTORY     - 1966     MONUMENTED       MSHD
 DK0495  HISTORY     - 1967     GOOD             MSHD
 DK0495  HISTORY     - 1973     GOOD             NGS
 DK0495
 DK0495                          STATION DESCRIPTION
 DK0495
 DK0495'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0495'4.3 MI SW FROM INDIANOLA.
 DK0495'LOCATED 5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0495'INTERSECTION WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF
 DK0495'INDIANOLA, 4.6 MILES SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI
 DK0495'HIGHWAY 448, 10.95 MILES NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 DK0495'61 AND U.S. HIGHWAY 82 AT THE SOUTH EDGE OF LELAND, AT THE NORTHEAST
 DK0495'ANGLE OF A CROSSROADS AND IN THE NORTHEAST 1/4 OF SECTION 4, T 18N, R
 DK0495'5W.  IT IS 165 FEET EAST OF THE CENTER OF THE ROAD CROSSING, 90 FEET
 DK0495'SOUTHEAST OF THE CENTER OF HIGHWAY 82, 64 FEET SOUTH OF A POWER POLE,
 DK0495'36 FEET NORTHEAST OF A BLACKTOP ROAD, 21.5 FEET SOUTHEAST OF THE MOST
 DK0495'SOUTHERN POST OF A BILLUPS SIGN, 1.7 FEET NORTHWEST OF AN 8 INCH PINE,
 DK0495'1.6 FEET NORTHEAST OF A METAL WITNESS POST, 1.5 FEET SOUTHWEST OF A 6
 DK0495'INCH PINE, ABOUT LEVEL WITH HIGHWAY 82, AND PROJECTS 6 INCHES. TO
 DK0495'REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH
 DK0495'ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK0495'82, TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 4.3 MILES TO
 DK0495'A CROSSROADS, AND THE MARK ON THE LEFT.
 DK0495
 DK0495                          STATION RECOVERY (1973)
 DK0495
 DK0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0496 ***********************************************************************
 DK0496  DESIGNATION -  82 V 40 MSHD RESET 1972
 DK0496  PID         -  DK0496
 DK0496  STATE/COUNTY-  MS/SUNFLOWER
 DK0496  USGS QUAD   -  INDIANOLA (1965)
 DK0496
 DK0496                         *CURRENT SURVEY CONTROL
 DK0496  ___________________________________________________________________
 DK0496* NAD 83(1986)-  33 26 33.     (N)    090 43 23.     (W)     SCALED    
 DK0496* NAVD 88     -        38.10   (meters)     125.0    (feet)  RESET     
 DK0496  ___________________________________________________________________
 DK0496  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0496  VERT ORDER  -  THIRD
 DK0496
 DK0496.The horizontal coordinates were scaled from a topographic map and have
 DK0496.an estimated accuracy of +/- 6 seconds.
 DK0496
 DK0496.The orthometric height was computed from unverified reset data.
 DK0496
 DK0496.The geoid height was determined by GEOID03.
 DK0496
 DK0496;                    North         East    Units  Estimated Accuracy
 DK0496;SPC MS W     -   437,180.      663,760.      MT  (+/- 180 meters Scaled)
 DK0496
 DK0496                          SUPERSEDED SURVEY CONTROL
 DK0496
 DK0496  NGVD 29 (??/??/??)   38.17   (m)          125.2    (f) RESET       3  
 DK0496
 DK0496.Superseded values are not recommended for survey control.
 DK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0496.See file dsdata.txt to determine how the superseded data were derived.
 DK0496
 DK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT116026(NAD 83)
 DK0496_MARKER: DB = BENCH MARK DISK
 DK0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0496_STAMPING: 82V40 RESET 1972
 DK0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0496+STABILITY: SURFACE MOTION
 DK0496
 DK0496  HISTORY     - Date     Condition        Report By
 DK0496  HISTORY     - 1972     MONUMENTED       NGS
 DK0496  HISTORY     - 1973     GOOD             NGS
 DK0496
 DK0496                          STATION DESCRIPTION
 DK0496
 DK0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0496'5.3 MI SW FROM INDIANOLA.
 DK0496'LOCATED 5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0496'INTERSECTION WITH U.S. HIGHWAY 49W AT THE NORTHEAST EDGE OF INDIANOLA,
 DK0496'AT THE NORTHEAST ANGLE OF A CROSSROAD, IN THE NE 1/4 OF SEC. 4 T 18N,
 DK0496'R5W, 104 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S. HIGHWAY
 DK0496'82, 321 FEET NORTH OF A PUMP WELL, 114 FEET WEST OF THE WEST EDGE OF
 DK0496'INDIAN BAYOU, 60.5 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, AND 1
 DK0496'FOOT WEST OF A METAL WITNESS POST.  IT IS FLUSH WITH THE GROUND.
 DK0496
 DK0496                          STATION RECOVERY (1973)
 DK0496
 DK0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0497 ***********************************************************************
 DK0497  DESIGNATION -  82 V 41 MSHD
 DK0497  PID         -  DK0497
 DK0497  STATE/COUNTY-  MS/SUNFLOWER
 DK0497  USGS QUAD   -  INDIANOLA (1965)
 DK0497
 DK0497                         *CURRENT SURVEY CONTROL
 DK0497  ___________________________________________________________________
 DK0497* NAD 83(1986)-  33 26 41.     (N)    090 42 51.     (W)     SCALED    
 DK0497* NAVD 88     -        37.233  (meters)     122.16   (feet)  ADJUSTED  
 DK0497  ___________________________________________________________________
 DK0497  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0497  DYNAMIC HT  -          37.194 (meters)     122.03  (feet)  COMP
 DK0497  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DK0497
 DK0497  VERT ORDER  -  SECOND    CLASS 0
 DK0497
 DK0497.The horizontal coordinates were scaled from a topographic map and have
 DK0497.an estimated accuracy of +/- 6 seconds.
 DK0497
 DK0497.The orthometric height was determined by differential leveling
 DK0497.and adjusted in June 1991.
 DK0497
 DK0497.The geoid height was determined by GEOID03.
 DK0497
 DK0497.The dynamic height is computed by dividing the NAVD 88
 DK0497.geopotential number by the normal gravity value computed on the
 DK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0497.degrees latitude (g = 980.6199 gals.).
 DK0497
 DK0497.The modeled gravity was interpolated from observed gravity values.
 DK0497
 DK0497;                    North         East    Units  Estimated Accuracy
 DK0497;SPC MS W     -   437,430.      664,590.      MT  (+/- 180 meters Scaled)
 DK0497
 DK0497                          SUPERSEDED SURVEY CONTROL
 DK0497
 DK0497  NGVD 29 (??/??/??)   37.305  (m)          122.39   (f) ADJUSTED    2 0
 DK0497
 DK0497.Superseded values are not recommended for survey control.
 DK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0497.See file dsdata.txt to determine how the superseded data were derived.
 DK0497
 DK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT124029(NAD 83)
 DK0497_MARKER: DD = SURVEY DISK
 DK0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0497_STAMPING: BM 82V-41 1966
 DK0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0497+STABILITY: SURFACE MOTION
 DK0497
 DK0497  HISTORY     - Date     Condition        Report By
 DK0497  HISTORY     - 1966     MONUMENTED       MSHD
 DK0497  HISTORY     - 1967     GOOD             MSHD
 DK0497  HISTORY     - 1973     GOOD             NGS
 DK0497
 DK0497                          STATION DESCRIPTION
 DK0497
 DK0497'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0497'3.8 MI SW FROM INDIANOLA.
 DK0497'LOCATED 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0497'INTERSECTION WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF
 DK0497'INDIANOLA, 4.1 MILES SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI
 DK0497'HIGHWAY 448 AND U.S. HIGHWAY 82, 11.45 MILES NORTHEAST OF THE
 DK0497'INTERSECTION OF U.S. HIGHWAY 61 AND U.S. HIGHWAY 82 AT THE SOUTH EDGE
 DK0497'OF LELAND, AND IN THE NORTHEAST 1/4 OF SECTION 4, T 18N, R 4W.  IT IS
 DK0497'53 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 82, 1.8 FEET NORTHWEST
 DK0497'OF A POWER POLE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET
 DK0497'BELOW THE LEVEL OF HIGHWAY 82, AND PROJECTS 3 INCHES. TO REACH FROM
 DK0497'THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON
 DK0497'CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82,
 DK0497'TURN LEFT WEST AND CONTINUE ON U.S. HIGHWAY 82 FOR 3.8 MILES TO THE
 DK0497'MARK ON THE LEFT.
 DK0497
 DK0497                          STATION RECOVERY (1973)
 DK0497
 DK0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0498 ***********************************************************************
 DK0498  DESIGNATION -  82 V 41 MSHD RESET 1973
 DK0498  PID         -  DK0498
 DK0498  STATE/COUNTY-  MS/SUNFLOWER
 DK0498  USGS QUAD   -  INDIANOLA (1965)
 DK0498
 DK0498                         *CURRENT SURVEY CONTROL
 DK0498  ___________________________________________________________________
 DK0498* NAD 83(1986)-  33 26 41.     (N)    090 42 52.     (W)     SCALED    
 DK0498* NAVD 88     -        37.37   (meters)     122.6    (feet)  RESET     
 DK0498  ___________________________________________________________________
 DK0498  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0498  VERT ORDER  -  THIRD
 DK0498
 DK0498.The horizontal coordinates were scaled from a topographic map and have
 DK0498.an estimated accuracy of +/- 6 seconds.
 DK0498
 DK0498.The orthometric height was computed from unverified reset data.
 DK0498
 DK0498.The geoid height was determined by GEOID03.
 DK0498
 DK0498;                    North         East    Units  Estimated Accuracy
 DK0498;SPC MS W     -   437,430.      664,570.      MT  (+/- 180 meters Scaled)
 DK0498
 DK0498                          SUPERSEDED SURVEY CONTROL
 DK0498
 DK0498  NGVD 29 (??/??/??)   37.44   (m)          122.8    (f) RESET       3  
 DK0498
 DK0498.Superseded values are not recommended for survey control.
 DK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0498.See file dsdata.txt to determine how the superseded data were derived.
 DK0498
 DK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT124029(NAD 83)
 DK0498_MARKER: DD = SURVEY DISK
 DK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0498_STAMPING: BM82V-41RESET 1973
 DK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0498+STABILITY: SURFACE MOTION
 DK0498
 DK0498  HISTORY     - Date     Condition        Report By
 DK0498  HISTORY     - 1973     MONUMENTED       MSHD
 DK0498  HISTORY     - 1973     GOOD             NGS
 DK0498
 DK0498                          STATION DESCRIPTION
 DK0498
 DK0498'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DK0498'3.8 MI W FROM INDIANOLA.
 DK0498'LOCATED 3.8 MILES WEST OF INDIANOLA, NEAR THE NORTH RIGHT-OF-WAY OF
 DK0498'U.S. HIGHWAY 82, 0.3 MILE NORTHEAST OF THE COMMUNITY OF HEATHMAN, 0.7
 DK0498'MILE EAST OF CROSSROADS, IN THE SOUTHWEST 1/4 OF SEC. 34, T 9N, R 5 W.
 DK0498'IT IS 67 FEET NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 82,
 DK0498'51.5 FEET NORTHWEST ON THE NORTH END OF A CONCRETE CULVERT UNDER THE
 DK0498'HIGHWAY, 2.5 FEET WEST OF A CONCRETE TELEPHONE CABLE MARKER, 2 FEET
 DK0498'SOUTH-SOUTHEAST OF A METAL POST PAINTED WHITE, 2 FEET EAST-NORTHEAST
 DK0498'OF A METAL WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK0498'HIGHWAY.  IT IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK SET IN THE
 DK0498'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 DK0498
 DK0498                          STATION RECOVERY (1973)
 DK0498
 DK0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0499 ***********************************************************************
 DK0499  DESIGNATION -  82 V 42 MSHD
 DK0499  PID         -  DK0499
 DK0499  STATE/COUNTY-  MS/SUNFLOWER
 DK0499  USGS QUAD   -  INDIANOLA (1965)
 DK0499
 DK0499                         *CURRENT SURVEY CONTROL
 DK0499  ___________________________________________________________________
 DK0499* NAD 83(1986)-  33 26 55.     (N)    090 41 59.     (W)     SCALED    
 DK0499* NAVD 88     -        37.170  (meters)     121.95   (feet)  ADJUSTED  
 DK0499  ___________________________________________________________________
 DK0499  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0499  DYNAMIC HT  -          37.131 (meters)     121.82  (feet)  COMP
 DK0499  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 DK0499
 DK0499  VERT ORDER  -  SECOND    CLASS 0
 DK0499
 DK0499.The horizontal coordinates were scaled from a topographic map and have
 DK0499.an estimated accuracy of +/- 6 seconds.
 DK0499
 DK0499.The orthometric height was determined by differential leveling
 DK0499.and adjusted in June 1991.
 DK0499
 DK0499.The geoid height was determined by GEOID03.
 DK0499
 DK0499.The dynamic height is computed by dividing the NAVD 88
 DK0499.geopotential number by the normal gravity value computed on the
 DK0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0499.degrees latitude (g = 980.6199 gals.).
 DK0499
 DK0499.The modeled gravity was interpolated from observed gravity values.
 DK0499
 DK0499;                    North         East    Units  Estimated Accuracy
 DK0499;SPC MS W     -   437,850.      665,940.      MT  (+/- 180 meters Scaled)
 DK0499
 DK0499                          SUPERSEDED SURVEY CONTROL
 DK0499
 DK0499  NGVD 29 (??/??/??)   37.244  (m)          122.19   (f) ADJUSTED    2 0
 DK0499
 DK0499.Superseded values are not recommended for survey control.
 DK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0499.See file dsdata.txt to determine how the superseded data were derived.
 DK0499
 DK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT138033(NAD 83)
 DK0499_MARKER: DD = SURVEY DISK
 DK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0499_STAMPING: BM 82V-42 1966
 DK0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0499+STABILITY: SURFACE MOTION
 DK0499
 DK0499  HISTORY     - Date     Condition        Report By
 DK0499  HISTORY     - 1966     MONUMENTED       MSHD
 DK0499  HISTORY     - 1967     GOOD             MSHD
 DK0499  HISTORY     - 1973     GOOD             NGS
 DK0499
 DK0499                          STATION DESCRIPTION
 DK0499
 DK0499'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0499'2.9 MI SW FROM INDIANOLA.
 DK0499'LOCATED 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0499'INTERSECTION WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF
 DK0499'INDIANOLA, 3.2 MILES SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI
 DK0499'HIGHWAY 448 AND U.S. HIGHWAY 82, 12.35 MILES NORTHEAST OF THE
 DK0499'INTERSECTION OF U.S. HIGHWAY 61 AND U.S. HIGHWAY 82 AT THE SOUTH EDGE
 DK0499'OF LELAND AND IS IN THE SOUTHEAST 1/4 OF SECTION 34, T 19N, R 5W.  IT
 DK0499'IS 64.6 FEET NORTHWEST OF THE CENTER OF HIGHWAY 82, 1.6 FEET SOUTHWEST
 DK0499'OF A METAL WITNESS POST, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET BELOW THE
 DK0499'LEVEL OF HIGHWAY 82, AND PROJECTS 4 INCHES.  TO REACH FROM THE EAST
 DK0499'SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE
 DK0499'FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST)
 DK0499'AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.9 MILES TO THE MARK ON THE
 DK0499'RIGHT.
 DK0499
 DK0499                          STATION RECOVERY (1973)
 DK0499
 DK0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0500 ***********************************************************************
 DK0500  DESIGNATION -  82 V 43 MSHD
 DK0500  PID         -  DK0500
 DK0500  STATE/COUNTY-  MS/SUNFLOWER
 DK0500  USGS QUAD   -  INDIANOLA (1965)
 DK0500
 DK0500                         *CURRENT SURVEY CONTROL
 DK0500  ___________________________________________________________________
 DK0500* NAD 83(1986)-  33 27 09.     (N)    090 41 05.     (W)     SCALED    
 DK0500* NAVD 88     -        37.840  (meters)     124.15   (feet)  ADJUSTED  
 DK0500  ___________________________________________________________________
 DK0500  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0500  DYNAMIC HT  -          37.800 (meters)     124.02  (feet)  COMP
 DK0500  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 DK0500
 DK0500  VERT ORDER  -  SECOND    CLASS 0
 DK0500
 DK0500.The horizontal coordinates were scaled from a topographic map and have
 DK0500.an estimated accuracy of +/- 6 seconds.
 DK0500
 DK0500.The orthometric height was determined by differential leveling
 DK0500.and adjusted in June 1991.
 DK0500
 DK0500.The geoid height was determined by GEOID03.
 DK0500
 DK0500.The dynamic height is computed by dividing the NAVD 88
 DK0500.geopotential number by the normal gravity value computed on the
 DK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0500.degrees latitude (g = 980.6199 gals.).
 DK0500
 DK0500.The modeled gravity was interpolated from observed gravity values.
 DK0500
 DK0500;                    North         East    Units  Estimated Accuracy
 DK0500;SPC MS W     -   438,280.      667,330.      MT  (+/- 180 meters Scaled)
 DK0500
 DK0500                          SUPERSEDED SURVEY CONTROL
 DK0500
 DK0500  NGVD 29 (??/??/??)   37.914  (m)          124.39   (f) ADJUSTED    2 0
 DK0500
 DK0500.Superseded values are not recommended for survey control.
 DK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0500.See file dsdata.txt to determine how the superseded data were derived.
 DK0500
 DK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT151038(NAD 83)
 DK0500_MARKER: DD = SURVEY DISK
 DK0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0500_STAMPING: BM 82V-43 1966
 DK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0500+STABILITY: SURFACE MOTION
 DK0500
 DK0500  HISTORY     - Date     Condition        Report By
 DK0500  HISTORY     - 1966     MONUMENTED       MSHD
 DK0500  HISTORY     - 1967     GOOD             MSHD
 DK0500  HISTORY     - 1973     GOOD             NGS
 DK0500
 DK0500                          STATION DESCRIPTION
 DK0500
 DK0500'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0500'2.0 MI W FROM INDIANOLA.
 DK0500'LOCATED 3.0 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0500'WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA, 13.25
 DK0500'MILES NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 61 AND U.S.
 DK0500'HIGHWAY 82 AT THE SOUTH EDGE OF LELAND, 2.3 MILES WEST OF THE
 DK0500'INTERSECTION OF HIGHWAY 448 AND U.S. HIGHWAY 82 IN INDIANOLA, AND IS
 DK0500'NEAR THE CENTER OF SECTION 35, T 19N, R 5W.  IT IS 67.5 FEET WEST OF
 DK0500'THE CENTER OF THE ROAD CROSSING, 65.7 FEET NORTHWEST OF THE CENTER OF
 DK0500'HIGHWAY 82, 14.8 FEET SOUTHWEST OF THE CENTER OF A FIELD ROAD, 2.7
 DK0500'FEET SOUTHWEST OF A POWER POLE AT THE END OF A POWER LINE, 5.5 FEET
 DK0500'WEST OF THE SOUTHWEST END OF AN 18 INCH CONCRETE PIPE, 1.4 FEET
 DK0500'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 82, AND
 DK0500'PROJECTS 3 INCHES.  TO REACH FROM THE EAST SIDE OF THE U.S. POST
 DK0500'OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE
 DK0500'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST) AND CONTINUE ON U.S.
 DK0500'HIGHWAY 82 FOR 2.0 MILES TO THE MARK ON THE RIGHT IN THE NORTHWEST
 DK0500'ANGLE OF A FIELD ROAD CROSSING.
 DK0500
 DK0500                          STATION RECOVERY (1973)
 DK0500
 DK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0501 ***********************************************************************
 DK0501  DESIGNATION -  82 V 44 MSHD
 DK0501  PID         -  DK0501
 DK0501  STATE/COUNTY-  MS/SUNFLOWER
 DK0501  USGS QUAD   -  INDIANOLA (1965)
 DK0501
 DK0501                         *CURRENT SURVEY CONTROL
 DK0501  ___________________________________________________________________
 DK0501* NAD 83(1986)-  33 27 20.     (N)    090 40 21.     (W)     SCALED    
 DK0501* NAVD 88     -        37.639  (meters)     123.49   (feet)  ADJUSTED  
 DK0501  ___________________________________________________________________
 DK0501  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0501  DYNAMIC HT  -          37.599 (meters)     123.36  (feet)  COMP
 DK0501  MODELED GRAV-     979,595.6   (mgal)                       NAVD 88
 DK0501
 DK0501  VERT ORDER  -  SECOND    CLASS 0
 DK0501
 DK0501.The horizontal coordinates were scaled from a topographic map and have
 DK0501.an estimated accuracy of +/- 6 seconds.
 DK0501
 DK0501.The orthometric height was determined by differential leveling
 DK0501.and adjusted in June 1991.
 DK0501
 DK0501.The geoid height was determined by GEOID03.
 DK0501
 DK0501.The dynamic height is computed by dividing the NAVD 88
 DK0501.geopotential number by the normal gravity value computed on the
 DK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0501.degrees latitude (g = 980.6199 gals.).
 DK0501
 DK0501.The modeled gravity was interpolated from observed gravity values.
 DK0501
 DK0501;                    North         East    Units  Estimated Accuracy
 DK0501;SPC MS W     -   438,610.      668,470.      MT  (+/- 180 meters Scaled)
 DK0501
 DK0501                          SUPERSEDED SURVEY CONTROL
 DK0501
 DK0501  NGVD 29 (??/??/??)   37.714  (m)          123.73   (f) ADJUSTED    2 0
 DK0501
 DK0501.Superseded values are not recommended for survey control.
 DK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0501.See file dsdata.txt to determine how the superseded data were derived.
 DK0501
 DK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT163042(NAD 83)
 DK0501_MARKER: DD = SURVEY DISK
 DK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0501_STAMPING: BM 82V-44 1966
 DK0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0501+STABILITY: SURFACE MOTION
 DK0501
 DK0501  HISTORY     - Date     Condition        Report By
 DK0501  HISTORY     - 1966     MONUMENTED       MSHD
 DK0501  HISTORY     - 1967     GOOD             MSHD
 DK0501  HISTORY     - 1973     GOOD             NGS
 DK0501
 DK0501                          STATION DESCRIPTION
 DK0501
 DK0501'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0501'1.25 MI W FROM INDIANOLA.
 DK0501'LOCATED 2.25 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION OF
 DK0501'U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA, 1.55 MILES
 DK0501'WEST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 448, 14.0 MILES
 DK0501'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 61 AND U.S. HIGHWAY 82
 DK0501'AT THE SOUTH EDGE OF LELAND, AND IS IN THE NORTHWEST 1/4 OF SECTION
 DK0501'36, T 19N R 5W.  IT IS 103.5 FEET SOUTH OF A POWER POLE, 91 FEET EAST
 DK0501'OF A GET RIGHT WITH GOD SIGN, 57 FEET NORTH OF THE CENTER OF HIGHWAY
 DK0501'82, 13 FEET WEST OF THE CENTER OF THE DRIVEWAY, 5.5 FEET NORTH OF THE
 DK0501'END OF AN 18 INCH CONCRETE PIPE, 3.3 FEET WEST OF A POWER POLE, 1.5
 DK0501'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 82, AND
 DK0501'PROJECTS 3 INCHES.  TO REACH FROM THE EAST SIDE OF THE U.S. POST
 DK0501'OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE
 DK0501'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST) AND CONTINUE ON U.S.
 DK0501'HIGHWAY 82 FOR 1.25 MILES TO THE END OF THE FOUR-LANE, AND THE MARK ON
 DK0501'THE RIGHT.
 DK0501
 DK0501                          STATION RECOVERY (1973)
 DK0501
 DK0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0507 ***********************************************************************
 DK0507  DESIGNATION -  82 V 45 MSHD
 DK0507  PID         -  DK0507
 DK0507  STATE/COUNTY-  MS/SUNFLOWER
 DK0507  USGS QUAD   -  INDIANOLA (1965)
 DK0507
 DK0507                         *CURRENT SURVEY CONTROL
 DK0507  ___________________________________________________________________
 DK0507* NAD 83(1986)-  33 28 48.     (N)    090 40 31.     (W)     SCALED    
 DK0507* NAVD 88     -        36.639  (meters)     120.21   (feet)  ADJUSTED  
 DK0507  ___________________________________________________________________
 DK0507  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0507  DYNAMIC HT  -          36.601 (meters)     120.08  (feet)  COMP
 DK0507  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DK0507
 DK0507  VERT ORDER  -  SECOND    CLASS 0
 DK0507
 DK0507.The horizontal coordinates were scaled from a topographic map and have
 DK0507.an estimated accuracy of +/- 6 seconds.
 DK0507
 DK0507.The orthometric height was determined by differential leveling
 DK0507.and adjusted in June 1991.
 DK0507
 DK0507.The geoid height was determined by GEOID03.
 DK0507
 DK0507.The dynamic height is computed by dividing the NAVD 88
 DK0507.geopotential number by the normal gravity value computed on the
 DK0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0507.degrees latitude (g = 980.6199 gals.).
 DK0507
 DK0507.The modeled gravity was interpolated from observed gravity values.
 DK0507
 DK0507;                    North         East    Units  Estimated Accuracy
 DK0507;SPC MS W     -   441,330.      668,220.      MT  (+/- 180 meters Scaled)
 DK0507
 DK0507                          SUPERSEDED SURVEY CONTROL
 DK0507
 DK0507  NGVD 29 (??/??/??)   36.715  (m)          120.46   (f) ADJUSTED    2 0
 DK0507
 DK0507.Superseded values are not recommended for survey control.
 DK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0507.See file dsdata.txt to determine how the superseded data were derived.
 DK0507
 DK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT160069(NAD 83)
 DK0507_MARKER: DD = SURVEY DISK
 DK0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0507_STAMPING: BM 82V-45 1966
 DK0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0507+STABILITY: SURFACE MOTION
 DK0507
 DK0507  HISTORY     - Date     Condition        Report By
 DK0507  HISTORY     - 1966     MONUMENTED       MSHD
 DK0507  HISTORY     - 1967     GOOD             MSHD
 DK0507
 DK0507                          STATION DESCRIPTION
 DK0507
 DK0507'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0507'3.15 MI NW FROM INDIANOLA.
 DK0507'LOCATED 3.15 MILES NORTHWEST OF INDIANOLA NEAR THE VALLEY AIR
 DK0507'APPLICATOR OFFICE AT THE INDIANOLA LEGION FIELD AND IN THE SOUTHWEST
 DK0507'1/4 OF SECTION 24, T 19N, R 5W.  IT IS 42.6 FEET SOUTH OF THE END
 DK0507'POWER POLE, 42 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE APRON, 27.5
 DK0507'FEET SOUTH OF THE NORTHEAST CORNER OF THE OFFICE, 19.5 FEET SOUTHEAST
 DK0507'OF THE SOUTHEAST CORNER OF THE OFFICE, 4 FEET NORTHEAST OF THE CENTER
 DK0507'OF THE WALK, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DK0507'WITH BLACKTOP ROAD, AND PROJECTS 3 INCHES.  TO REACH FROM THE EAST
 DK0507'SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE
 DK0507'FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST)
 DK0507'AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.45 MILE TO A CROSSROADS, TURN
 DK0507'RIGHT AND CONTINUE NORTH AND WEST ON A BLACKTOP ROAD FOR 0.95 MILE TO
 DK0507'A SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON A BLACKTOP ROAD
 DK0507'FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE WEST AND
 DK0507'NORTH ON A BLACKTOP ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT. TURN LEFT
 DK0507'(NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.25 MILE TO THE
 DK0507'VALLEY AIR APPLICATOR OFFICE, AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0506 ***********************************************************************
 DK0506  CBN         -  This is a Cooperative Base Network Control Station.
 DK0506  DESIGNATION -  82 V 46
 DK0506  PID         -  DK0506
 DK0506  STATE/COUNTY-  MS/SUNFLOWER
 DK0506  USGS QUAD   -  INDIANOLA (1965)
 DK0506
 DK0506                         *CURRENT SURVEY CONTROL
 DK0506  ___________________________________________________________________
 DK0506* NAD 83(2007)-  33 28 45.94568(N)    090 40 30.03178(W)     ADJUSTED  
 DK0506* NAVD 88     -        36.736  (meters)     120.52   (feet)  ADJUSTED  
 DK0506  ___________________________________________________________________
 DK0506  EPOCH DATE  -        2002.00
 DK0506  X           -     -62,737.018 (meters)                     COMP
 DK0506  Y           -  -5,324,967.486 (meters)                     COMP
 DK0506  Z           -   3,498,437.150 (meters)                     COMP
 DK0506  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DK0506  ELLIP HEIGHT-          10.234 (meters)          (02/15/08) ADJUSTED
 DK0506  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0506  DYNAMIC HT  -          36.698 (meters)     120.40  (feet)  COMP
 DK0506  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DK0506
 DK0506  HORZ ORDER  -  B
 DK0506  VERT ORDER  -  SECOND    CLASS 0
 DK0506  ELLP ORDER  -  FOURTH    CLASS II
 DK0506
 DK0506.The horizontal coordinates were established by GPS observations
 DK0506.and adjusted by the EMC INCORPORATED in February 2008.
 DK0506
 DK0506.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0506.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0506.The horizontal coordinates are valid at the epoch date displayed above.
 DK0506.The epoch date for horizontal control is a decimal equivalence
 DK0506.of Year/Month/Day.
 DK0506
 DK0506.The orthometric height was determined by differential leveling
 DK0506.and adjusted in June 1991.
 DK0506
 DK0506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0506
 DK0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0506
 DK0506.The ellipsoidal height was determined by GPS observations
 DK0506.and is referenced to NAD 83.
 DK0506
 DK0506.The geoid height was determined by GEOID03.
 DK0506
 DK0506.The dynamic height is computed by dividing the NAVD 88
 DK0506.geopotential number by the normal gravity value computed on the
 DK0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0506.degrees latitude (g = 980.6199 gals.).
 DK0506
 DK0506.The modeled gravity was interpolated from observed gravity values.
 DK0506
 DK0506;                    North         East     Units Scale Factor Converg.
 DK0506;SPC MS W     -   441,261.840   668,244.650   MT  0.99996243   -0 11 18.5
 DK0506;SPC MS W     - 1,447,706.55  2,192,399.32   sFT  0.99996243   -0 11 18.5
 DK0506;UTM  15      - 3,706,857.292   716,032.131   MT  1.00017541   +1 16 59.0
 DK0506
 DK0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0506!SPC MS W     -   0.99999839  x   0.99996243  =   0.99996082
 DK0506!UTM  15      -   0.99999839  x   1.00017541  =   1.00017380
 DK0506
 DK0506|---------------------------------------------------------------------|
 DK0506| PID    Reference Object                     Distance      Geod. Az  |
 DK0506|                                                           dddmmss.s |
 DK0506| DK2133 NOLA                                105.560 METERS 23934     |
 DK0506|---------------------------------------------------------------------|
 DK0506
 DK0506                          SUPERSEDED SURVEY CONTROL
 DK0506
 DK0506  NAD 83(2007)-  33 28 45.94579(N)    090 40 30.03190(W) AD(       ) 0
 DK0506  ELLIP H (02/10/07)   10.214  (m)                       GP(       )    
 DK0506  ELLIP H (04/15/02)   10.209  (m)                       GP(       ) 4 2
 DK0506  NAD 83(1993)-  33 28 45.94548(N)    090 40 30.03155(W) AD(       ) B
 DK0506  ELLIP H (02/15/02)   10.220  (m)                       GP(       ) 4 1
 DK0506  NAVD 88 (02/15/08)   36.74   (m)          120.5    (f) LEVELING    3  
 DK0506  NGVD 29 (??/??/??)   36.812  (m)          120.77   (f) ADJUSTED    2 0
 DK0506
 DK0506.Superseded values are not recommended for survey control.
 DK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0506.See file dsdata.txt to determine how the superseded data were derived.
 DK0506
 DK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1603206857(NAD 83)
 DK0506_MARKER: DD = SURVEY DISK
 DK0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0506_STAMPING: BM 82V-46 1966
 DK0506_MARK LOGO: MSHD  
 DK0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0506+STABILITY: SURFACE MOTION
 DK0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0506+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 DK0506
 DK0506  HISTORY     - Date     Condition        Report By
 DK0506  HISTORY     - 1966     MONUMENTED       MSHD
 DK0506  HISTORY     - 1967     GOOD             MSHD
 DK0506  HISTORY     - 20000601 GOOD             NGS
 DK0506  HISTORY     - 20061128 GOOD             EMCINC
 DK0506
 DK0506                          STATION DESCRIPTION
 DK0506
 DK0506'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0506'3.15 MI NW FROM INDIANOLA.
 DK0506'LOCATED 3.5 MILES NORTHWEST OF INDIANOLA NEAR THE SOUTHEAST CORNER OF
 DK0506'A FENCE AROUND A FUEL STORAGE AREA AT THE INDIANOLA LEGION AIR FIELD
 DK0506'AND IS IN THE SOUTHWEST 1/4 OF SECTION 24, T 19N, R 5W.  IT IS 50.6
 DK0506'FEET WEST OF THE SOUTHWEST CORNER OF THE OFFICE, 22 FEET NORTHWEST OF
 DK0506'A SHELL SIGN, 19 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE APRON,
 DK0506'1.4 FEET SOUTHWEST OF A FENCE CORNER, 1.3 FEET NORTHWEST OF A METAL
 DK0506'WITNESS POST, ABOUT LEVEL WITH THE BLACKTOP ROAD, AND PROJECTS 3
 DK0506'INCHES.  TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN
 DK0506'INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION
 DK0506'OF U.S. HIGHWAY 82, TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82
 DK0506'FOR 0.45 MILE TO A CROSSROADS.  TURN RIGHT AND CONTINUE NORTH AND WEST
 DK0506'ON A BLACKTOP ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT. TURN RIGHT
 DK0506'(NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR 0.8 MILE TO A SIDE ROAD
 DK0506'LEFT.  TURN LEFT AND CONTINUE WEST AND NORTH ON A BLACKTOP ROAD FOR
 DK0506'0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT (NORTHWEST) AND CONTINUE ON A
 DK0506'BLACKTOP ROAD FOR 0.25 MILE TO THE VALLEY AIR APPLICATOR OFFICE AND
 DK0506'THE MARK AS DESCRIBED.
 DK0506
 DK0506                          STATION RECOVERY (2000)
 DK0506
 DK0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0506'THE ORIGINAL DESCRIPTION FOR THIS STATION ACTUALLY REFERED TO 82 V 45,
 DK0506'DK0507.  NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED AT THE AIRPORT
 DK0506'NORTHWEST OF INDIANOLA, MISSISSIPPI.  TO REACH THE STATION FROM THE
 DK0506'INTERSECTION OF HIGHWAYS US 82 AND 49W ON THE WEST SIDE OF INDIANOLA,
 DK0506'DRIVE WEST ON US 82 FOR 2.0 MILES (3.2 KM) TO SIDE ROAD ON THE RIGHT.
 DK0506'TURN RIGHT AND CONTINUE NORTHERLY FOR 1.2 MILES (1.9 KM) TO A ROAD
 DK0506'LEFT.  TURN LEFT AND PROCEED ON AIRPORT LANE 0.4 MILES (0.6 KM) WEST
 DK0506'AND NORTH TO ANOTHER ROAD LEFT.  TURN LEFT ON VALLEY ROAD AND CONTINUE
 DK0506'NORTHWESTERLY 0.2 MILE (0.3 KM) TO THE AIRPORT.  THE STATION IS AT THE
 DK0506'END OF THE PAVED ROAD LEADING AHEAD TO THE 1 STORY METAL AIRPORT
 DK0506'OFFICE BUILDING, AND RUNNING ALONG THE EAST SIDE OF A ROW OF LOW
 DK0506'HANGARS.  THE STATION IS 10 FT (3.0 M) NE OF A DO NOT ENTER SIGN, 4 FT
 DK0506'(1.2 M) NE OF THE CENTERLINE OF THE PAVED WALK TO THE OFFICE, 27.5 FT
 DK0506'(8.4 M) SOUTH OF THE NE CORNER OF THE OFFICE, 24 FT (7.3 M) SW OF A
 DK0506'POWER POLE NO. 67 24 22 WITH A LIGHT AND 2 TRANSFORMERS, 40 FT (12.2
 DK0506'M) NE OF THE NE CONCRETE APRON, 83 FT (25.3 M) NNE OF THE NORTH CORNER
 DK0506'OF THE LOW HANGAR BUILDING, 106 FT (32.3 M) NW OF A FIRE HYDRANT, AND
 DK0506'86 FT (26.2 M) EAST OF STATION 82 V 45.
 DK0506
 DK0506                          STATION RECOVERY (2006)
 DK0506
 DK0506'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0505 ***********************************************************************
 DK0505  DESIGNATION -  82 V 47 MSHD
 DK0505  PID         -  DK0505
 DK0505  STATE/COUNTY-  MS/SUNFLOWER
 DK0505  USGS QUAD   -  INDIANOLA (1965)
 DK0505
 DK0505                         *CURRENT SURVEY CONTROL
 DK0505  ___________________________________________________________________
 DK0505* NAD 83(1986)-  33 28 40.     (N)    090 40 23.     (W)     SCALED    
 DK0505* NAVD 88     -        36.835  (meters)     120.85   (feet)  ADJUSTED  
 DK0505  ___________________________________________________________________
 DK0505  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0505  DYNAMIC HT  -          36.796 (meters)     120.72  (feet)  COMP
 DK0505  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 DK0505
 DK0505  VERT ORDER  -  SECOND    CLASS 0
 DK0505
 DK0505.The horizontal coordinates were scaled from a topographic map and have
 DK0505.an estimated accuracy of +/- 6 seconds.
 DK0505
 DK0505.The orthometric height was determined by differential leveling
 DK0505.and adjusted in June 1991.
 DK0505
 DK0505.The geoid height was determined by GEOID03.
 DK0505
 DK0505.The dynamic height is computed by dividing the NAVD 88
 DK0505.geopotential number by the normal gravity value computed on the
 DK0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0505.degrees latitude (g = 980.6199 gals.).
 DK0505
 DK0505.The modeled gravity was interpolated from observed gravity values.
 DK0505
 DK0505;                    North         East    Units  Estimated Accuracy
 DK0505;SPC MS W     -   441,080.      668,430.      MT  (+/- 180 meters Scaled)
 DK0505
 DK0505                          SUPERSEDED SURVEY CONTROL
 DK0505
 DK0505  NGVD 29 (??/??/??)   36.911  (m)          121.10   (f) ADJUSTED    2 0
 DK0505
 DK0505.Superseded values are not recommended for survey control.
 DK0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0505.See file dsdata.txt to determine how the superseded data were derived.
 DK0505
 DK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT162066(NAD 83)
 DK0505_MARKER: DD = SURVEY DISK
 DK0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0505_STAMPING: BM 82V-47 1966
 DK0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0505+STABILITY: SURFACE MOTION
 DK0505
 DK0505  HISTORY     - Date     Condition        Report By
 DK0505  HISTORY     - 1966     MONUMENTED       MSHD
 DK0505  HISTORY     - 1967     GOOD             MSHD
 DK0505  HISTORY     - 1973     GOOD             NGS
 DK0505
 DK0505                          STATION DESCRIPTION
 DK0505
 DK0505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0505'2.95 MI NW FROM INDIANOLA.
 DK0505'LOCATED 2.95 MILES NORTHWEST OF INDIANOLA NEAR THE NORTHEAST CORNER OF
 DK0505'THE FIRST HANGAR ON THE LEFT OF THE ENTRANCE ROAD TO THE INDIANOLA
 DK0505'LEGION AIR FIELD AND IS IN THE SOUTHWEST 1/4 OF SECTION 24, T 19N, R
 DK0505'5W.  IT IS 40 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, 35
 DK0505'FEET SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD, 32.5 FEET NORTHEAST
 DK0505'OF A WELL, 5.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE LEWIS
 DK0505'HANGAR, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DK0505'THE BLACKTOP ROAD, AND PROJECTS 3 INCHES.  TO REACH FROM THE EAST SIDE
 DK0505'OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR
 DK0505'0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST) AND
 DK0505'CONTINUE ON U.S. HIGHWAY 82 FOR 0.45 MILE TO A CROSSROADS. TURN RIGHT
 DK0505'AND CONTINUE NORTH AND WEST ON A BLACKTOP ROAD FOR 0.95 MILE TO A SIDE
 DK0505'ROAD RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR
 DK0505'0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE WEST AND NORTH
 DK0505'ON A BLACKTOP ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT. TURN LEFT
 DK0505'(NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO A HANGAR
 DK0505'AND THE MARK ON THE LEFT.
 DK0505
 DK0505                          STATION RECOVERY (1973)
 DK0505
 DK0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0504 ***********************************************************************
 DK0504  DESIGNATION -  82 V 48 MSHD
 DK0504  PID         -  DK0504
 DK0504  STATE/COUNTY-  MS/SUNFLOWER
 DK0504  USGS QUAD   -  INDIANOLA (1965)
 DK0504
 DK0504                         *CURRENT SURVEY CONTROL
 DK0504  ___________________________________________________________________
 DK0504* NAD 83(1986)-  33 28 17.     (N)    090 40 05.     (W)     SCALED    
 DK0504* NAVD 88     -        36.822  (meters)     120.81   (feet)  ADJUSTED  
 DK0504  ___________________________________________________________________
 DK0504  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0504  DYNAMIC HT  -          36.783 (meters)     120.68  (feet)  COMP
 DK0504  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 DK0504
 DK0504  VERT ORDER  -  SECOND    CLASS 0
 DK0504
 DK0504.The horizontal coordinates were scaled from a topographic map and have
 DK0504.an estimated accuracy of +/- 6 seconds.
 DK0504
 DK0504.The orthometric height was determined by differential leveling
 DK0504.and adjusted in June 1991.
 DK0504
 DK0504.The geoid height was determined by GEOID03.
 DK0504
 DK0504.The dynamic height is computed by dividing the NAVD 88
 DK0504.geopotential number by the normal gravity value computed on the
 DK0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0504.degrees latitude (g = 980.6199 gals.).
 DK0504
 DK0504.The modeled gravity was interpolated from observed gravity values.
 DK0504
 DK0504;                    North         East    Units  Estimated Accuracy
 DK0504;SPC MS W     -   440,370.      668,890.      MT  (+/- 180 meters Scaled)
 DK0504
 DK0504                          SUPERSEDED SURVEY CONTROL
 DK0504
 DK0504  NGVD 29 (??/??/??)   36.898  (m)          121.06   (f) ADJUSTED    2 0
 DK0504
 DK0504.Superseded values are not recommended for survey control.
 DK0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0504.See file dsdata.txt to determine how the superseded data were derived.
 DK0504
 DK0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT166059(NAD 83)
 DK0504_MARKER: DD = SURVEY DISK
 DK0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0504_STAMPING: BM 82V-48 1966
 DK0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0504+STABILITY: SURFACE MOTION
 DK0504
 DK0504  HISTORY     - Date     Condition        Report By
 DK0504  HISTORY     - 1966     MONUMENTED       MSHD
 DK0504  HISTORY     - 1967     GOOD             MSHD
 DK0504  HISTORY     - 1973     GOOD             NGS
 DK0504
 DK0504                          STATION DESCRIPTION
 DK0504
 DK0504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0504'2.25 MI NW FROM INDIANOLA.
 DK0504'LOCATED 2.25 MILES NORTHWEST OF INDIANOLA ALONG A NORTH-SOUTH BLACKTOP
 DK0504'ROAD AND 0.9 MILE SOUTHEAST OF THE INDIANOLA LEGION AIR FIELD IN THE
 DK0504'NORTHEAST 1/4 OF SECTION 25, T 19N, R 5W.  IT IS 32 FEET NORTHWEST OF
 DK0504'THE CENTER OF THE INTERSECTION OF THE BLACKTOP ROAD AND THE SIDE ROAD,
 DK0504'32 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 29 FEET WEST OF THE
 DK0504'CENTER OF THE BLACKTOP ROAD, 4.1 FEET NORTHWEST OF A FENCE CORNER, 3.9
 DK0504'FEET EAST OF A POWER POLE, 3.6 FEET NORTH OF A FENCE, 1.7 FEET SOUTH
 DK0504'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE BLACKTOP ROAD, AND
 DK0504'PROJECTS 3 INCHES.  TO REACH FROM THE EAST SIDE OF THE U.S. POST
 DK0504'OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE
 DK0504'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST) AND CONTINUE ON U.S.
 DK0504'HIGHWAY 82 FOR 0.45 MILE TO A CROSSROADS, TURN RIGHT AND CONTINUE
 DK0504'NORTH AND WEST ON A BLACKTOP ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT.
 DK0504'TURN RIGHT (NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR 0.55 MILE TO A
 DK0504'SIDE ROAD RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 DK0504
 DK0504                          STATION RECOVERY (1973)
 DK0504
 DK0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0503 ***********************************************************************
 DK0503  DESIGNATION -  82 V 49 MSHD
 DK0503  PID         -  DK0503
 DK0503  STATE/COUNTY-  MS/SUNFLOWER
 DK0503  USGS QUAD   -  INDIANOLA (1965)
 DK0503
 DK0503                         *CURRENT SURVEY CONTROL
 DK0503  ___________________________________________________________________
 DK0503* NAD 83(1986)-  33 27 51.     (N)    090 39 52.     (W)     SCALED    
 DK0503* NAVD 88     -        36.810  (meters)     120.77   (feet)  ADJUSTED  
 DK0503  ___________________________________________________________________
 DK0503  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0503  DYNAMIC HT  -          36.772 (meters)     120.64  (feet)  COMP
 DK0503  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 DK0503
 DK0503  VERT ORDER  -  SECOND    CLASS 0
 DK0503
 DK0503.The horizontal coordinates were scaled from a topographic map and have
 DK0503.an estimated accuracy of +/- 6 seconds.
 DK0503
 DK0503.The orthometric height was determined by differential leveling
 DK0503.and adjusted in June 1991.
 DK0503
 DK0503.The geoid height was determined by GEOID03.
 DK0503
 DK0503.The dynamic height is computed by dividing the NAVD 88
 DK0503.geopotential number by the normal gravity value computed on the
 DK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0503.degrees latitude (g = 980.6199 gals.).
 DK0503
 DK0503.The modeled gravity was interpolated from observed gravity values.
 DK0503
 DK0503;                    North         East    Units  Estimated Accuracy
 DK0503;SPC MS W     -   439,570.      669,220.      MT  (+/- 180 meters Scaled)
 DK0503
 DK0503                          SUPERSEDED SURVEY CONTROL
 DK0503
 DK0503  NGVD 29 (??/??/??)   36.886  (m)          121.02   (f) ADJUSTED    2 0
 DK0503
 DK0503.Superseded values are not recommended for survey control.
 DK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0503.See file dsdata.txt to determine how the superseded data were derived.
 DK0503
 DK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT170051(NAD 83)
 DK0503_MARKER: DD = SURVEY DISK
 DK0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0503_STAMPING: BM 82V-49 1966
 DK0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0503+STABILITY: SURFACE MOTION
 DK0503
 DK0503  HISTORY     - Date     Condition        Report By
 DK0503  HISTORY     - 1966     MONUMENTED       MSHD
 DK0503  HISTORY     - 1967     GOOD             MSHD
 DK0503  HISTORY     - 1973     GOOD             NGS
 DK0503
 DK0503                          STATION DESCRIPTION
 DK0503
 DK0503'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0503'1.5 MI NW FROM INDIANOLA.
 DK0503'LOCATED 1.2 MILES NORTHWEST OF INDIANOLA ALONG A BLACKTOP ROAD, 1.65
 DK0503'MILES SOUTHEAST OF THE INDIANOLA LEGION AIR FIELD, AND IN THE
 DK0503'SOUTHEAST 1/4 OF SECTION 25, T 19N, R 5W.  IT IS 129 FEET EAST
 DK0503'SOUTHEAST OF A POWER POLE, 85 FEET WEST OF A 30 INCH PECAN, 53.5 FEET
 DK0503'WEST OF A FENCE CORNER, 19 FEET NORTH OF THE CENTER OF A BLACKTOP
 DK0503'ROAD, 4.7 FEET WEST OF A 24 INCH PECAN, 2.5 FEET SOUTH OF A FENCE, 1.8
 DK0503'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE BLACKTOP ROAD,
 DK0503'AND PROJECTS 4 INCHES.  TO REACH FROM THE EAST SIDE OF THE U.S. POST
 DK0503'OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE
 DK0503'INTERSECTION OF U.S. HIGHWAY 82, TURN LEFT (WEST) AND CONTINUE ON U.S.
 DK0503'HIGHWAY 82 FOR 0.45 MILE TO A CROSSROADS.  TURN RIGHT AND CONTINUE
 DK0503'NORTH AND WEST ON A BLACKTOP ROAD FOR 0.75 MILE TO THE MARK ON THE
 DK0503'RIGHT IMMEDIATELY PAST A HOUSE ON THE RIGHT.
 DK0503
 DK0503                          STATION RECOVERY (1973)
 DK0503
 DK0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0223 ***********************************************************************
 DJ0223  DESIGNATION -  82 V 5
 DJ0223  PID         -  DJ0223
 DJ0223  STATE/COUNTY-  MS/LOWNDES
 DJ0223  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0223
 DJ0223                         *CURRENT SURVEY CONTROL
 DJ0223  ___________________________________________________________________
 DJ0223* NAD 83(1986)-  33 31 08.     (N)    088 23 06.     (W)     SCALED    
 DJ0223* NAVD 88     -        53.260  (meters)     174.74   (feet)  ADJUSTED  
 DJ0223  ___________________________________________________________________
 DJ0223  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0223  DYNAMIC HT  -          53.204 (meters)     174.55  (feet)  COMP
 DJ0223  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DJ0223
 DJ0223  VERT ORDER  -  SECOND    CLASS 0
 DJ0223
 DJ0223.The horizontal coordinates were scaled from a topographic map and have
 DJ0223.an estimated accuracy of +/- 6 seconds.
 DJ0223
 DJ0223.The orthometric height was determined by differential leveling
 DJ0223.and adjusted in June 1991.
 DJ0223
 DJ0223.The geoid height was determined by GEOID03.
 DJ0223
 DJ0223.The dynamic height is computed by dividing the NAVD 88
 DJ0223.geopotential number by the normal gravity value computed on the
 DJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0223.degrees latitude (g = 980.6199 gals.).
 DJ0223
 DJ0223.The modeled gravity was interpolated from observed gravity values.
 DJ0223
 DJ0223;                    North         East    Units  Estimated Accuracy
 DJ0223;SPC MS E     -   445,680.      341,650.      MT  (+/- 180 meters Scaled)
 DJ0223
 DJ0223                          SUPERSEDED SURVEY CONTROL
 DJ0223
 DJ0223  NGVD 29 (??/??/92)   53.23   (m)          174.6    (f) COMPUTED    2 0
 DJ0223
 DJ0223.Superseded values are not recommended for survey control.
 DJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0223.See file dsdata.txt to determine how the superseded data were derived.
 DJ0223
 DJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC713096(NAD 83)
 DJ0223_MARKER: DD = SURVEY DISK
 DJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0223_STAMPING: BM 82V-5 1964
 DJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0223+STABILITY: SURFACE MOTION
 DJ0223
 DJ0223  HISTORY     - Date     Condition        Report By
 DJ0223  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0223
 DJ0223                          STATION DESCRIPTION
 DJ0223
 DJ0223'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0223'3.5 MI NE FROM COLUMBUS.
 DJ0223'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON U.S. HIGHWAY 82
 DJ0223'FOR 1.3 MILES TO THE JUNCTION OF HIGHWAY 50, TURN LEFT, NORTHEAST, ON
 DJ0223'HIGHWAY 50 AND GO 1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH, ON
 DJ0223'A SAND ROAD AND GO 0.25 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 DJ0223'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE POST.  IT IS 11.2
 DJ0223'FEET SOUTHEAST OF AN 11-INCH ELM TREE, 16.0 FEET NORTH OF A 10-INCH
 DJ0223'CHERRY TREE, 19.1 FEET WEST OF THE CENTER OF AND ABOUT LEVEL WITH THE
 DJ0223'ROAD AND FLUSH WITH THE GROUND SURFACE.  A METAL WITNESS POST WAS SET
 DJ0223'1.9 FEET SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0502 ***********************************************************************
 DK0502  DESIGNATION -  82 V 50 MSHD
 DK0502  PID         -  DK0502
 DK0502  STATE/COUNTY-  MS/SUNFLOWER
 DK0502  USGS QUAD   -  INDIANOLA (1965)
 DK0502
 DK0502                         *CURRENT SURVEY CONTROL
 DK0502  ___________________________________________________________________
 DK0502* NAD 83(1986)-  33 27 29.     (N)    090 39 30.     (W)     SCALED    
 DK0502* NAVD 88     -        36.323  (meters)     119.17   (feet)  ADJUSTED  
 DK0502  ___________________________________________________________________
 DK0502  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0502  DYNAMIC HT  -          36.285 (meters)     119.05  (feet)  COMP
 DK0502  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 DK0502
 DK0502  VERT ORDER  -  SECOND    CLASS 0
 DK0502
 DK0502.The horizontal coordinates were scaled from a topographic map and have
 DK0502.an estimated accuracy of +/- 6 seconds.
 DK0502
 DK0502.The orthometric height was determined by differential leveling
 DK0502.and adjusted in June 1991.
 DK0502
 DK0502.The geoid height was determined by GEOID03.
 DK0502
 DK0502.The dynamic height is computed by dividing the NAVD 88
 DK0502.geopotential number by the normal gravity value computed on the
 DK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0502.degrees latitude (g = 980.6199 gals.).
 DK0502
 DK0502.The modeled gravity was interpolated from observed gravity values.
 DK0502
 DK0502;                    North         East    Units  Estimated Accuracy
 DK0502;SPC MS W     -   438,890.      669,790.      MT  (+/- 180 meters Scaled)
 DK0502
 DK0502                          SUPERSEDED SURVEY CONTROL
 DK0502
 DK0502  NGVD 29 (??/??/??)   36.399  (m)          119.42   (f) ADJUSTED    2 0
 DK0502
 DK0502.Superseded values are not recommended for survey control.
 DK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0502.See file dsdata.txt to determine how the superseded data were derived.
 DK0502
 DK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT176045(NAD 83)
 DK0502_MARKER: DD = SURVEY DISK
 DK0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0502_STAMPING: BM 82V-50 1966
 DK0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0502+STABILITY: SURFACE MOTION
 DK0502
 DK0502  HISTORY     - Date     Condition        Report By
 DK0502  HISTORY     - 1966     MONUMENTED       MSHD
 DK0502  HISTORY     - 1967     GOOD             MSHD
 DK0502  HISTORY     - 1973     GOOD             NGS
 DK0502
 DK0502                          STATION DESCRIPTION
 DK0502
 DK0502'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0502'1.45 MI W FROM INDIANOLA.
 DK0502'LOCATED 1.45 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0502'WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA, 14.8
 DK0502'MILES NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 82 AND U.S.
 DK0502'HIGHWAY 61 AT THE SOUTH EDGE OF LELAND IN THE NORTHWEST ANGLE OF AN
 DK0502'INTERSECTION, AND IN THE NORTHWEST 1/4 OF SECTION 31, T 19N, R 4W. IT
 DK0502'IS 93.5 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 76.6 FEET
 DK0502'NORTH OF THE NORTH LANE OF U.S. HIGHWAY 82, 61 FEET NORTHEAST OF A
 DK0502'STREET LAMP, 57 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER, 39.2 FEET
 DK0502'NORTH NORTHWEST OF A FIRE PLUG, 19 FEET EAST OF THE CENTER OF A
 DK0502'BLACKTOP ROAD, 2.5 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A METAL
 DK0502'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 82 AND PROJECTS 3 INCHES. TO
 DK0502'REACH FROM THE EAST SIDE OF THE POST OFFICE IN INDIANOLA GO NORTH ON
 DK0502'CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82,
 DK0502'TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.45 MILE TO THE
 DK0502'INTERSECTION OF THE AIRPORT, AND THE MARK ON THE RIGHT.
 DK0502
 DK0502                          STATION RECOVERY (1973)
 DK0502
 DK0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0510 ***********************************************************************
 DK0510  DESIGNATION -  82 V 51 MSHD
 DK0510  PID         -  DK0510
 DK0510  STATE/COUNTY-  MS/SUNFLOWER
 DK0510  USGS QUAD   -  INDIANOLA (1965)
 DK0510
 DK0510                         *CURRENT SURVEY CONTROL
 DK0510  ___________________________________________________________________
 DK0510* NAD 83(1986)-  33 27 02.     (N)    090 38 56.     (W)     SCALED    
 DK0510* NAVD 88     -        37.123  (meters)     121.79   (feet)  ADJUSTED  
 DK0510  ___________________________________________________________________
 DK0510  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0510  DYNAMIC HT  -          37.084 (meters)     121.67  (feet)  COMP
 DK0510  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 DK0510
 DK0510  VERT ORDER  -  SECOND    CLASS 0
 DK0510
 DK0510.The horizontal coordinates were scaled from a topographic map and have
 DK0510.an estimated accuracy of +/- 6 seconds.
 DK0510
 DK0510.The orthometric height was determined by differential leveling
 DK0510.and adjusted in June 1991.
 DK0510
 DK0510.The geoid height was determined by GEOID03.
 DK0510
 DK0510.The dynamic height is computed by dividing the NAVD 88
 DK0510.geopotential number by the normal gravity value computed on the
 DK0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0510.degrees latitude (g = 980.6199 gals.).
 DK0510
 DK0510.The modeled gravity was interpolated from observed gravity values.
 DK0510
 DK0510;                    North         East    Units  Estimated Accuracy
 DK0510;SPC MS W     -   438,050.      670,660.      MT  (+/- 180 meters Scaled)
 DK0510
 DK0510                          SUPERSEDED SURVEY CONTROL
 DK0510
 DK0510  NGVD 29 (??/??/??)   37.199  (m)          122.04   (f) ADJUSTED    2 0
 DK0510
 DK0510.Superseded values are not recommended for survey control.
 DK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0510.See file dsdata.txt to determine how the superseded data were derived.
 DK0510
 DK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT185037(NAD 83)
 DK0510_MARKER: DD = SURVEY DISK
 DK0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0510_SP_SET: DRILL HOLE
 DK0510_STAMPING: BM 82V-51 1966
 DK0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0510
 DK0510  HISTORY     - Date     Condition        Report By
 DK0510  HISTORY     - 1966     MONUMENTED       MSHD
 DK0510  HISTORY     - 1967     GOOD             MSHD
 DK0510  HISTORY     - 1973     GOOD             NGS
 DK0510
 DK0510                          STATION DESCRIPTION
 DK0510
 DK0510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0510'IN INDIANOLA.
 DK0510'LOCATED IN THE WEST END OF THE BOTTOM STEP OF THE SOUTH ENTRANCE TO
 DK0510'THE INDIANOLA FIRST METHODIST CHURCH APPROXIMATELY 0.05 MILE EAST OF
 DK0510'THE COURTHOUSE AND IN THE SOUTHEAST 1/4 OF SECTION 31, T 19N, R 4W. IT
 DK0510'IS 48 FEET NORTH OF THE CENTER OF SECOND STREET, 41 FEET EAST OF THE
 DK0510'CENTER OF THE CHURCH DRIVEWAY, 26 FEET SOUTHEAST OF THE SOUTHWEST
 DK0510'CORNER OF THE CHURCH, 18.3 FEET NORTH OF THE NORTH EDGE OF A WALK, AND
 DK0510'1 FOOT ABOVE THE LEVEL OF SECOND STREET.
 DK0510
 DK0510                          STATION RECOVERY (1973)
 DK0510
 DK0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0508 ***********************************************************************
 DK0508  DESIGNATION -  82 V 52 MSHD
 DK0508  PID         -  DK0508
 DK0508  STATE/COUNTY-  MS/SUNFLOWER
 DK0508  USGS QUAD   -  INDIANOLA (1965)
 DK0508
 DK0508                         *CURRENT SURVEY CONTROL
 DK0508  ___________________________________________________________________
 DK0508* NAD 83(1986)-  33 27 28.     (N)    090 38 43.     (W)     SCALED    
 DK0508* NAVD 88     -        36.999  (meters)     121.39   (feet)  ADJUSTED  
 DK0508  ___________________________________________________________________
 DK0508  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0508  DYNAMIC HT  -          36.961 (meters)     121.26  (feet)  COMP
 DK0508  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DK0508
 DK0508  VERT ORDER  -  SECOND    CLASS 0
 DK0508
 DK0508.The horizontal coordinates were scaled from a topographic map and have
 DK0508.an estimated accuracy of +/- 6 seconds.
 DK0508
 DK0508.The orthometric height was determined by differential leveling
 DK0508.and adjusted in June 1991.
 DK0508
 DK0508.The geoid height was determined by GEOID03.
 DK0508
 DK0508.The dynamic height is computed by dividing the NAVD 88
 DK0508.geopotential number by the normal gravity value computed on the
 DK0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0508.degrees latitude (g = 980.6199 gals.).
 DK0508
 DK0508.The modeled gravity was interpolated from observed gravity values.
 DK0508
 DK0508;                    North         East    Units  Estimated Accuracy
 DK0508;SPC MS W     -   438,850.      671,000.      MT  (+/- 180 meters Scaled)
 DK0508
 DK0508                          SUPERSEDED SURVEY CONTROL
 DK0508
 DK0508  NGVD 29 (??/??/??)   37.076  (m)          121.64   (f) ADJUSTED    2 0
 DK0508
 DK0508.Superseded values are not recommended for survey control.
 DK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0508.See file dsdata.txt to determine how the superseded data were derived.
 DK0508
 DK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT188045(NAD 83)
 DK0508_MARKER: DD = SURVEY DISK
 DK0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0508_STAMPING: BM 82V-52 1966
 DK0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0508+STABILITY: SURFACE MOTION
 DK0508
 DK0508  HISTORY     - Date     Condition        Report By
 DK0508  HISTORY     - 1966     MONUMENTED       MSHD
 DK0508  HISTORY     - 1967     GOOD             MSHD
 DK0508  HISTORY     - 1976     GOOD             NGS
 DK0508
 DK0508                          STATION DESCRIPTION
 DK0508
 DK0508'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0508'IN INDIANOLA.
 DK0508'LOCATED 0.7 MILE WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK0508'U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA IN THE
 DK0508'SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI
 DK0508'HIGHWAY 448, AND IS IN THE NORTHEAST 1/4 OF SECTION 31, T 19N, R 4W.
 DK0508'IT IS 54 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF HIGHWAY
 DK0508'82 AND HIGHWAY 448, 36.5 FEET EAST NORTHEAST OF A STANDARD OIL SIGN,
 DK0508'33.4 FEET WEST OF THE CENTER OF HIGHWAY 448, 29 FEET SOUTH OF THE
 DK0508'CENTER OF HIGHWAY 82, 3 FEET WEST OF A POWER POLE, 2 FEET WEST OF A
 DK0508'METAL WITNESS POST, 1.4 FEET SOUTH OF A HIGHWAY DESIGNATION SIGN, 1
 DK0508'FOOT ABOVE THE LEVEL OF HIGHWAY 82, AND PROJECTS 3 INCHES. TO REACH
 DK0508'FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON
 DK0508'CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82,
 DK0508'TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.3 MILE TO THE
 DK0508'INTERSECTION OF MISSISSIPPI HIGHWAY 448, AND THE MARK ON THE RIGHT.
 DK0508
 DK0508                          STATION RECOVERY (1976)
 DK0508
 DK0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0515 ***********************************************************************
 DK0515  DESIGNATION -  82 V 53 MSHD
 DK0515  PID         -  DK0515
 DK0515  STATE/COUNTY-  MS/SUNFLOWER
 DK0515  USGS QUAD   -  INDIANOLA (1965)
 DK0515
 DK0515                         *CURRENT SURVEY CONTROL
 DK0515  ___________________________________________________________________
 DK0515* NAD 83(1986)-  33 27 27.     (N)    090 37 49.     (W)     SCALED    
 DK0515* NAVD 88     -        36.483  (meters)     119.69   (feet)  ADJUSTED  
 DK0515  ___________________________________________________________________
 DK0515  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0515  DYNAMIC HT  -          36.445 (meters)     119.57  (feet)  COMP
 DK0515  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 DK0515
 DK0515  VERT ORDER  -  SECOND    CLASS 0
 DK0515
 DK0515.The horizontal coordinates were scaled from a topographic map and have
 DK0515.an estimated accuracy of +/- 6 seconds.
 DK0515
 DK0515.The orthometric height was determined by differential leveling
 DK0515.and adjusted in June 1991.
 DK0515
 DK0515.The geoid height was determined by GEOID03.
 DK0515
 DK0515.The dynamic height is computed by dividing the NAVD 88
 DK0515.geopotential number by the normal gravity value computed on the
 DK0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0515.degrees latitude (g = 980.6199 gals.).
 DK0515
 DK0515.The modeled gravity was interpolated from observed gravity values.
 DK0515
 DK0515;                    North         East    Units  Estimated Accuracy
 DK0515;SPC MS W     -   438,820.      672,400.      MT  (+/- 180 meters Scaled)
 DK0515
 DK0515                          SUPERSEDED SURVEY CONTROL
 DK0515
 DK0515  NGVD 29 (??/??/??)   36.557  (m)          119.94   (f) ADJUSTED    2 0
 DK0515
 DK0515.Superseded values are not recommended for survey control.
 DK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0515.See file dsdata.txt to determine how the superseded data were derived.
 DK0515
 DK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT202045(NAD 83)
 DK0515_MARKER: DD = SURVEY DISK
 DK0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0515_STAMPING: BM 82V-53 1966
 DK0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0515+STABILITY: SURFACE MOTION
 DK0515
 DK0515  HISTORY     - Date     Condition        Report By
 DK0515  HISTORY     - 1966     MONUMENTED       MSHD
 DK0515  HISTORY     - 1967     GOOD             MSHD
 DK0515  HISTORY     - 1973     GOOD             NGS
 DK0515  HISTORY     - 1976     GOOD             NGS
 DK0515
 DK0515                          STATION DESCRIPTION
 DK0515
 DK0515'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0515'1.1 MI E FROM INDIANOLA.
 DK0515'LOCATED 0.1 MILE EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK0515'U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA NEAR THE
 DK0515'ENTRANCE TO THE ECONOMY MOTEL AND IN THE NORTHEAST 1/4 OF SECTION 32,
 DK0515'T 19N, R 4W.  IT IS 70 FEET WEST SOUTHWEST OF THE CENTER OF THE
 DK0515'ENTRANCE TO THE MOTEL, 44.5 FEET SOUTHEAST OF THE CENTER OF THE SOUTH
 DK0515'LANE OF U.S. HIGHWAY 82, 17.5 FEET WEST OF A MOTEL ENTRANCE SIGN, 12.5
 DK0515'FEET SOUTHEAST OF A TELEPHONE POLE WITH A WOODEN BRACE, 12 FEET
 DK0515'SOUTHEAST OF A RIGHT-OF-WAY MARKER, 2.1 FEET WEST SOUTHWEST OF A METAL
 DK0515'WITNESS POST, 1.7 FEET NORTHEAST OF THE BASE OF THE GUIDE POLE, 1 FOOT
 DK0515'BELOW THE LEVEL OF HIGHWAY 82 AND PROJECTS 3 INCHES.  TO REACH FROM
 DK0515'THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON
 DK0515'CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82,
 DK0515'TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.0 MILE TO THE
 DK0515'INTERSECTION OF U.S. HIGHWAY 49 WEST, CONTINUE EAST ON U.S. HIGHWAY 82
 DK0515'FOR 0.1 MILE TO THE ENTRANCE TO THE ECONOMY MOTEL, AND THE MARK ON THE
 DK0515'RIGHT.
 DK0515
 DK0515                          STATION RECOVERY (1973)
 DK0515
 DK0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0515'RECOVERED IN GOOD CONDITION.
 DK0515
 DK0515                          STATION RECOVERY (1976)
 DK0515
 DK0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DK0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0516 ***********************************************************************
 DK0516  DESIGNATION -  82 V 54 MSHD
 DK0516  PID         -  DK0516
 DK0516  STATE/COUNTY-  MS/SUNFLOWER
 DK0516  USGS QUAD   -  MOORHEAD (1965)
 DK0516
 DK0516                         *CURRENT SURVEY CONTROL
 DK0516  ___________________________________________________________________
 DK0516* NAD 83(1986)-  33 27 36.     (N)    090 36 56.     (W)     SCALED    
 DK0516* NAVD 88     -        35.736  (meters)     117.24   (feet)  ADJUSTED  
 DK0516  ___________________________________________________________________
 DK0516  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0516  DYNAMIC HT  -          35.699 (meters)     117.12  (feet)  COMP
 DK0516  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DK0516
 DK0516  VERT ORDER  -  SECOND    CLASS 0
 DK0516
 DK0516.The horizontal coordinates were scaled from a topographic map and have
 DK0516.an estimated accuracy of +/- 6 seconds.
 DK0516
 DK0516.The orthometric height was determined by differential leveling
 DK0516.and adjusted in June 1991.
 DK0516
 DK0516.The geoid height was determined by GEOID03.
 DK0516
 DK0516.The dynamic height is computed by dividing the NAVD 88
 DK0516.geopotential number by the normal gravity value computed on the
 DK0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0516.degrees latitude (g = 980.6199 gals.).
 DK0516
 DK0516.The modeled gravity was interpolated from observed gravity values.
 DK0516
 DK0516;                    North         East    Units  Estimated Accuracy
 DK0516;SPC MS W     -   439,090.      673,760.      MT  (+/- 180 meters Scaled)
 DK0516
 DK0516                          SUPERSEDED SURVEY CONTROL
 DK0516
 DK0516  NGVD 29 (??/??/??)   35.810  (m)          117.49   (f) ADJUSTED    2 0
 DK0516
 DK0516.Superseded values are not recommended for survey control.
 DK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0516.See file dsdata.txt to determine how the superseded data were derived.
 DK0516
 DK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT216048(NAD 83)
 DK0516_MARKER: DD = SURVEY DISK
 DK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0516_STAMPING: BM 82V-54 1966
 DK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0516+STABILITY: SURFACE MOTION
 DK0516
 DK0516  HISTORY     - Date     Condition        Report By
 DK0516  HISTORY     - 1966     MONUMENTED       MSHD
 DK0516  HISTORY     - 1967     GOOD             MSHD
 DK0516  HISTORY     - 1973     GOOD             NGS
 DK0516
 DK0516                          STATION DESCRIPTION
 DK0516
 DK0516'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0516'1.95 MI E FROM INDIANOLA.
 DK0516'LOCATED 0.95 MILE EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0516'WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA, 6.2
 DK0516'MILES WEST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 3 AND U.S.
 DK0516'HIGHWAY 82 AT THE NORTH EDGE OF MOORHEAD, AND IN THE NORTHWEST 1/4 OF
 DK0516'SECTION 33, T 19N, R 4W.  IT IS 111 FEET SOUTHWEST OF A POWER POLE, 56
 DK0516'FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 82, 2.1 FEET SOUTHWEST OF
 DK0516'A METAL WITNESS POST, 2 FEET NORTHEAST OF THE MOST NORTHERN POST OF
 DK0516'THE INDIANOLA MOTOR COMPANY SIGN, ABOUT LEVEL WITH HIGHWAY 82 AND
 DK0516'PROJECTS 5 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN INDIANOLA GO
 DK0516'NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DK0516'HIGHWAY 82, TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.0
 DK0516'MILE TO THE INTERSECTION OF U.S. HIGHWAY 49 WEST. CONTINUE EAST ON
 DK0516'U.S. HIGHWAY 82 FOR 0.95 MILE TO A DRIVEWAY LEADING TO A FUEL STORAGE
 DK0516'TANK ON THE LEFT, AND THE MARK ON THE RIGHT.
 DK0516
 DK0516                          STATION RECOVERY (1973)
 DK0516
 DK0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0517 ***********************************************************************
 DK0517  DESIGNATION -  82 V 55 MSHD
 DK0517  PID         -  DK0517
 DK0517  STATE/COUNTY-  MS/SUNFLOWER
 DK0517  USGS QUAD   -  MOORHEAD (1965)
 DK0517
 DK0517                         *CURRENT SURVEY CONTROL
 DK0517  ___________________________________________________________________
 DK0517* NAD 83(1986)-  33 27 38.     (N)    090 36 10.     (W)     SCALED    
 DK0517* NAVD 88     -        36.404  (meters)     119.44   (feet)  ADJUSTED  
 DK0517  ___________________________________________________________________
 DK0517  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0517  DYNAMIC HT  -          36.366 (meters)     119.31  (feet)  COMP
 DK0517  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 DK0517
 DK0517  VERT ORDER  -  SECOND    CLASS 0
 DK0517
 DK0517.The horizontal coordinates were scaled from a topographic map and have
 DK0517.an estimated accuracy of +/- 6 seconds.
 DK0517
 DK0517.The orthometric height was determined by differential leveling
 DK0517.and adjusted in June 1991.
 DK0517
 DK0517.The geoid height was determined by GEOID03.
 DK0517
 DK0517.The dynamic height is computed by dividing the NAVD 88
 DK0517.geopotential number by the normal gravity value computed on the
 DK0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0517.degrees latitude (g = 980.6199 gals.).
 DK0517
 DK0517.The modeled gravity was interpolated from observed gravity values.
 DK0517
 DK0517;                    North         East    Units  Estimated Accuracy
 DK0517;SPC MS W     -   439,150.      674,950.      MT  (+/- 180 meters Scaled)
 DK0517
 DK0517                          SUPERSEDED SURVEY CONTROL
 DK0517
 DK0517  NGVD 29 (??/??/??)   36.478  (m)          119.68   (f) ADJUSTED    2 0
 DK0517
 DK0517.Superseded values are not recommended for survey control.
 DK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0517.See file dsdata.txt to determine how the superseded data were derived.
 DK0517
 DK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT227049(NAD 83)
 DK0517_MARKER: DD = SURVEY DISK
 DK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0517_STAMPING: BM 82V-55 1966
 DK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0517+STABILITY: SURFACE MOTION
 DK0517
 DK0517  HISTORY     - Date     Condition        Report By
 DK0517  HISTORY     - 1966     MONUMENTED       MSHD
 DK0517  HISTORY     - 1967     GOOD             MSHD
 DK0517  HISTORY     - 1973     GOOD             NGS
 DK0517
 DK0517                          STATION DESCRIPTION
 DK0517
 DK0517'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0517'2.7 MI E FROM INDIANOLA.
 DK0517'LOCATED 1.7 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0517'WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA, 2.4
 DK0517'MILES WEST OF THE BRIDGE OVER SUNFLOWER RIVER, 5.65 MILES WEST OF THE
 DK0517'INTERSECTION OF MISSISSIPPI HIGHWAY 3 AND U.S. HIGHWAY 82 JUST NORTH
 DK0517'OF MOORHEAD, AND IN THE SOUTHWEST 1/4 OF SECTION 27, T 19N, R 4W.  IT
 DK0517'IS 64 FEET NORTH OF THE CENTER OF HIGHWAY 82, 25.5 FEET EAST OF A
 DK0517'FENCE CORNER, 15 FEET NORTHEAST OF THE EAST END OF AN 18 INCH CONCRETE
 DK0517'PIPE ACROSS THE ROAD, 12 FEET EAST OF THE CENTER OF THE TRACK ROAD, 2
 DK0517'FEET EAST OF A POWER POLE, 1.9 FEET WEST OF A METAL WITNESS POST,
 DK0517'ABOUT LEVEL WITH HIGHWAY 82, AND PROJECTS 5 INCHES.  TO REACH FROM THE
 DK0517'EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON CATCHINS
 DK0517'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT
 DK0517'(EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.0 MILE TO THE
 DK0517'INTERSECTION OF U.S. HIGHWAY 49 WEST.  CONTINUE EAST ON U.S. HIGHWAY
 DK0517'82 FOR 1.7 MILES TO A TRACK ROAD, AND THE MARK ON THE LEFT.
 DK0517
 DK0517                          STATION RECOVERY (1973)
 DK0517
 DK0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0518 ***********************************************************************
 DK0518  DESIGNATION -  82 V 56 MSHD
 DK0518  PID         -  DK0518
 DK0518  STATE/COUNTY-  MS/SUNFLOWER
 DK0518  USGS QUAD   -  MOORHEAD (1965)
 DK0518
 DK0518                         *CURRENT SURVEY CONTROL
 DK0518  ___________________________________________________________________
 DK0518* NAD 83(1986)-  33 27 39.     (N)    090 35 24.     (W)     SCALED    
 DK0518* NAVD 88     -        35.780  (meters)     117.39   (feet)  ADJUSTED  
 DK0518  ___________________________________________________________________
 DK0518  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0518  DYNAMIC HT  -          35.743 (meters)     117.27  (feet)  COMP
 DK0518  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 DK0518
 DK0518  VERT ORDER  -  SECOND    CLASS 0
 DK0518
 DK0518.The horizontal coordinates were scaled from a topographic map and have
 DK0518.an estimated accuracy of +/- 6 seconds.
 DK0518
 DK0518.The orthometric height was determined by differential leveling
 DK0518.and adjusted in June 1991.
 DK0518
 DK0518.The geoid height was determined by GEOID03.
 DK0518
 DK0518.The dynamic height is computed by dividing the NAVD 88
 DK0518.geopotential number by the normal gravity value computed on the
 DK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0518.degrees latitude (g = 980.6199 gals.).
 DK0518
 DK0518.The modeled gravity was interpolated from observed gravity values.
 DK0518
 DK0518;                    North         East    Units  Estimated Accuracy
 DK0518;SPC MS W     -   439,180.      676,140.      MT  (+/- 180 meters Scaled)
 DK0518
 DK0518                          SUPERSEDED SURVEY CONTROL
 DK0518
 DK0518  NGVD 29 (??/??/??)   35.855  (m)          117.63   (f) ADJUSTED    2 0
 DK0518
 DK0518.Superseded values are not recommended for survey control.
 DK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0518.See file dsdata.txt to determine how the superseded data were derived.
 DK0518
 DK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT239049(NAD 83)
 DK0518_MARKER: DD = SURVEY DISK
 DK0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0518_STAMPING: BM 82V-56 1966
 DK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0518+STABILITY: SURFACE MOTION
 DK0518
 DK0518  HISTORY     - Date     Condition        Report By
 DK0518  HISTORY     - 1966     MONUMENTED       MSHD
 DK0518  HISTORY     - 1967     GOOD             MSHD
 DK0518  HISTORY     - 1973     GOOD             NGS
 DK0518
 DK0518                          STATION DESCRIPTION
 DK0518
 DK0518'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0518'3.45 MI E FROM INDIANOLA.
 DK0518'LOCATED 2.45 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0518'WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF INDIANOLA, 1.65
 DK0518'MILES WEST OF THE BRIDGE OVER SUNFLOWER RIVER, 4.7 MILES WEST OF THE
 DK0518'INTERSECTION OF MISSISSIPPI HIGHWAY 3 AND U.S. HIGHWAY 82 AT THE NORTH
 DK0518'EDGE OF MOORHEAD, AND IN THE SOUTHWEST 1/4 OF SECTION 27, T 19N, R 4W.
 DK0518'IT IS 71 FEET NORTHWEST OF THE CENTER OF THE CROSSROADS, 31 FEET
 DK0518'SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 2.2 FEET NORTHEAST OF A
 DK0518'METAL WITNESS POST, 2 FEET SOUTHWEST OF A POWER POLE, 1 FOOT BELOW THE
 DK0518'LEVEL OF HIGHWAY 82 AND PROJECTS 5 INCHES.  TO REACH FROM THE EAST
 DK0518'SIDE OF THE U.S. POST OFFICE GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE
 DK0518'TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (EAST) AND
 DK0518'CONTINUE ON U.S. HIGHWAY 82 FOR 1.0 MILE TO THE INTERSECTION OF U.S.
 DK0518'HIGHWAY 49 WEST, CONTINUE EAST ON U.S. HIGHWAY 82 FOR 2.45 MILES TO A
 DK0518'CROSSROADS, AND THE MARK ON THE LEFT IN THE NORTHWEST ANGLE.
 DK0518
 DK0518                          STATION RECOVERY (1973)
 DK0518
 DK0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0519 ***********************************************************************
 DK0519  DESIGNATION -  82 V 57 MSHD
 DK0519  PID         -  DK0519
 DK0519  STATE/COUNTY-  MS/SUNFLOWER
 DK0519  USGS QUAD   -  MOORHEAD (1965)
 DK0519
 DK0519                         *CURRENT SURVEY CONTROL
 DK0519  ___________________________________________________________________
 DK0519* NAD 83(1986)-  33 27 44.     (N)    090 34 27.     (W)     SCALED    
 DK0519* NAVD 88     -        35.741  (meters)     117.26   (feet)  ADJUSTED  
 DK0519  ___________________________________________________________________
 DK0519  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0519  DYNAMIC HT  -          35.704 (meters)     117.14  (feet)  COMP
 DK0519  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 DK0519
 DK0519  VERT ORDER  -  SECOND    CLASS 0
 DK0519
 DK0519.The horizontal coordinates were scaled from a topographic map and have
 DK0519.an estimated accuracy of +/- 6 seconds.
 DK0519
 DK0519.The orthometric height was determined by differential leveling
 DK0519.and adjusted in June 1991.
 DK0519
 DK0519.The geoid height was determined by GEOID03.
 DK0519
 DK0519.The dynamic height is computed by dividing the NAVD 88
 DK0519.geopotential number by the normal gravity value computed on the
 DK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0519.degrees latitude (g = 980.6199 gals.).
 DK0519
 DK0519.The modeled gravity was interpolated from observed gravity values.
 DK0519
 DK0519;                    North         East    Units  Estimated Accuracy
 DK0519;SPC MS W     -   439,330.      677,610.      MT  (+/- 180 meters Scaled)
 DK0519
 DK0519                          SUPERSEDED SURVEY CONTROL
 DK0519
 DK0519  NGVD 29 (??/??/??)   35.816  (m)          117.51   (f) ADJUSTED    2 0
 DK0519
 DK0519.Superseded values are not recommended for survey control.
 DK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0519.See file dsdata.txt to determine how the superseded data were derived.
 DK0519
 DK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT254051(NAD 83)
 DK0519_MARKER: DD = SURVEY DISK
 DK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0519_STAMPING: BM 82V-57 1966
 DK0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0519+STABILITY: SURFACE MOTION
 DK0519
 DK0519  HISTORY     - Date     Condition        Report By
 DK0519  HISTORY     - 1966     MONUMENTED       MSHD
 DK0519  HISTORY     - 1967     GOOD             MSHD
 DK0519  HISTORY     - 1973     GOOD             NGS
 DK0519
 DK0519                          STATION DESCRIPTION
 DK0519
 DK0519'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0519'4.35 MI NE FROM INDIANOLA.
 DK0519'LOCATED 3.35 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0519'INTERSECTION WITH U.S. HIGHWAY 49 WEST AT THE NORTHEAST EDGE OF
 DK0519'INDIANOLA, 3.8 MILES WEST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 3
 DK0519'AND U.S. HIGHWAY 82 JUST NORTH OF MOORHEAD, 0.75 MILE EAST OF A
 DK0519'CROSSROADS, 0.5 MILE WEST OF THE BRIDGE OVER SUNFLOWER RIVER, AND IN
 DK0519'THE SOUTHEAST 1/4 OF SECTION 26, T 19N, R 4W.  IT IS 59.5 FEET SOUTH
 DK0519'OF THE CENTER OF HIGHWAY 82, 21 FEET EAST OF THE CENTER OF A GRAVEL
 DK0519'ROAD, 2.4 FEET EAST OF POWER POLE NO. 6/3, 2 FEET WEST OF A METAL
 DK0519'WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 82, AND PROJECTS 3
 DK0519'INCHES.  TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN
 DK0519'INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION
 DK0519'OF U.S. HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82
 DK0519'FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49 WEST, CONTINUE
 DK0519'EAST ON U.S. HIGHWAY 82 FOR 3.35 MILES TO A SIDE ROAD, AND THE MARK ON
 DK0519'THE RIGHT.
 DK0519
 DK0519                          STATION RECOVERY (1973)
 DK0519
 DK0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0520 ***********************************************************************
 DK0520  DESIGNATION -  82 V 58 MSHD
 DK0520  PID         -  DK0520
 DK0520  STATE/COUNTY-  MS/SUNFLOWER
 DK0520  USGS QUAD   -  MOORHEAD (1965)
 DK0520
 DK0520                         *CURRENT SURVEY CONTROL
 DK0520  ___________________________________________________________________
 DK0520* NAD 83(1986)-  33 27 43.     (N)    090 33 42.     (W)     SCALED    
 DK0520* NAVD 88     -        38.467  (meters)     126.20   (feet)  ADJUSTED  
 DK0520  ___________________________________________________________________
 DK0520  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0520  DYNAMIC HT  -          38.427 (meters)     126.07  (feet)  COMP
 DK0520  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 DK0520
 DK0520  VERT ORDER  -  SECOND    CLASS 0
 DK0520
 DK0520.The horizontal coordinates were scaled from a topographic map and have
 DK0520.an estimated accuracy of +/- 6 seconds.
 DK0520
 DK0520.The orthometric height was determined by differential leveling
 DK0520.and adjusted in June 1991.
 DK0520
 DK0520.The geoid height was determined by GEOID03.
 DK0520
 DK0520.The dynamic height is computed by dividing the NAVD 88
 DK0520.geopotential number by the normal gravity value computed on the
 DK0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0520.degrees latitude (g = 980.6199 gals.).
 DK0520
 DK0520.The modeled gravity was interpolated from observed gravity values.
 DK0520
 DK0520;                    North         East    Units  Estimated Accuracy
 DK0520;SPC MS W     -   439,290.      678,770.      MT  (+/- 180 meters Scaled)
 DK0520
 DK0520                          SUPERSEDED SURVEY CONTROL
 DK0520
 DK0520  NGVD 29 (??/??/??)   38.541  (m)          126.45   (f) ADJUSTED    2 0
 DK0520
 DK0520.Superseded values are not recommended for survey control.
 DK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0520.See file dsdata.txt to determine how the superseded data were derived.
 DK0520
 DK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT266051(NAD 83)
 DK0520_MARKER: DD = SURVEY DISK
 DK0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0520_SP_SET: CEMENT, DRILL HOLE
 DK0520_STAMPING: BM 82V-58 1966
 DK0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0520
 DK0520  HISTORY     - Date     Condition        Report By
 DK0520  HISTORY     - 1966     MONUMENTED       MSHD
 DK0520  HISTORY     - 1967     GOOD             MSHD
 DK0520
 DK0520                          STATION DESCRIPTION
 DK0520
 DK0520'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0520'3.05 MI W FROM MOORHEAD.
 DK0520'LOCATED 3.05 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0520'WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 4.1 MILES
 DK0520'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY
 DK0520'82 AT THE NORTHEAST EDGE OF INDIANOLA, IN THE SOUTHEAST CORNER OF THE
 DK0520'EAST ABUTMENT OF THE BRIDGE OVER SUNFLOWER RIVER, AND IN THE SOUTHEAST
 DK0520'1/4 OF SECTION 25, T 19N, R 4W.  IT IS 14.5 FEET SOUTH OF THE CENTER
 DK0520'OF U.S. HIGHWAY 82, 2.1 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 DK0520'WITH HIGHWAY 82 AND FLUSH WITH THE GROUND. TO REACH FROM THE U.S. POST
 DK0520'OFFICE IN MOORHEAD GO NORTHEAST ON WASHINGTON STREET FOR 0.1 MILE TO
 DK0520'THE INTERSECTION OF MISSISSIPPI HIGHWAY 3, TURN LEFT (NORTHWEST) AND
 DK0520'CONTINUE ON MISSISSIPPI HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION OF
 DK0520'U.S. HIGHWAY 82.  TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0520'3.05 MILES TO THE BRIDGE OVER SUNFLOWER RIVER, AND THE MARK ON THE
 DK0520'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8614 ***********************************************************************
 DJ8614  DESIGNATION -  82 V 58 MSHDX
 DJ8614  PID         -  DJ8614
 DJ8614  STATE/COUNTY-  MS/SUNFLOWER
 DJ8614  USGS QUAD   -  MOORHEAD (1965)
 DJ8614
 DJ8614                         *CURRENT SURVEY CONTROL
 DJ8614  ___________________________________________________________________
 DJ8614* NAD 83(2007)-  33 27 44.06213(N)    090 33 42.31598(W)     ADJUSTED  
 DJ8614* NAVD 88     -        38.41   (meters)     126.0    (feet)  LEVELING  
 DJ8614  ___________________________________________________________________
 DJ8614  EPOCH DATE  -        2002.00
 DJ8614  X           -     -52,221.565 (meters)                     COMP
 DJ8614  Y           -  -5,326,133.994 (meters)                     COMP
 DJ8614  Z           -   3,496,847.701 (meters)                     COMP
 DJ8614  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DJ8614  ELLIP HEIGHT-          11.970 (meters)          (02/15/08) ADJUSTED
 DJ8614  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ8614  HORZ ORDER  -  FIRST
 DJ8614  VERT ORDER  -  THIRD ?
 DJ8614  ELLP ORDER  -  FOURTH    CLASS II
 DJ8614
 DJ8614.The horizontal coordinates were established by GPS observations
 DJ8614.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8614
 DJ8614.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8614.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8614.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8614.The epoch date for horizontal control is a decimal equivalence
 DJ8614.of Year/Month/Day.
 DJ8614
 DJ8614.The orthometric height was determined by differential leveling.
 DJ8614.The vertical network tie was performed by a horz. field party for horz.
 DJ8614.obs reductions. Reset procedures were used to establish the elevation.
 DJ8614
 DJ8614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8614
 DJ8614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8614
 DJ8614.The ellipsoidal height was determined by GPS observations
 DJ8614.and is referenced to NAD 83.
 DJ8614
 DJ8614.The geoid height was determined by GEOID03.
 DJ8614
 DJ8614;                    North         East     Units Scale Factor Converg.
 DJ8614;SPC MS W     -   439,326.463   678,766.358   MT  0.99995556   -0 07 33.4
 DJ8614;SPC MS W     - 1,441,356.90  2,226,919.29   sFT  0.99995556   -0 07 33.4
 DJ8614;UTM  15      - 3,705,192.291   726,602.654   MT  1.00023311   +1 20 42.0
 DJ8614
 DJ8614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8614!SPC MS W     -   0.99999812  x   0.99995556  =   0.99995368
 DJ8614!UTM  15      -   0.99999812  x   1.00023311  =   1.00023123
 DJ8614
 DJ8614                          SUPERSEDED SURVEY CONTROL
 DJ8614
 DJ8614.No superseded survey control is available for this station.
 DJ8614
 DJ8614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2660305192(NAD 83)
 DJ8614_MARKER: I = METAL ROD
 DJ8614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8614+WITH SETTING: INFORMATION.
 DJ8614_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8614_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8614+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DJ8614_ROD/PIPE-DEPTH:  0.6 meters
 DJ8614
 DJ8614  HISTORY     - Date     Condition        Report By
 DJ8614  HISTORY     - 20061219 MONUMENTED       EMCINC
 DJ8614
 DJ8614                          STATION DESCRIPTION
 DJ8614
 DJ8614'DESCRIBED BY EMC INCORPORATED 2006
 DJ8614'LOCATED 3.05 MI (4.9 KM) WEST ALONG U.S. HIGHWAY 82 IN THE MEDIAN,
 DJ8614'BETWEEN LANES FROM ITS INTERSECTION WITH MISSISSIPPI HIGHWAY 3, SET
 DJ8614'EAST OF THE BRIDGE OVER SUNFLOWER RIVER. SET 1/2 IN IRON ROD, 18 IN
 DJ8614'LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0521 ***********************************************************************
 DK0521  DESIGNATION -  82 V 59 MSHD
 DK0521  PID         -  DK0521
 DK0521  STATE/COUNTY-  MS/SUNFLOWER
 DK0521  USGS QUAD   -  MOORHEAD (1965)
 DK0521
 DK0521                         *CURRENT SURVEY CONTROL
 DK0521  ___________________________________________________________________
 DK0521* NAD 83(1986)-  33 27 44.     (N)    090 33 01.     (W)     SCALED    
 DK0521* NAVD 88     -        35.571  (meters)     116.70   (feet)  ADJUSTED  
 DK0521  ___________________________________________________________________
 DK0521  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0521  DYNAMIC HT  -          35.534 (meters)     116.58  (feet)  COMP
 DK0521  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 DK0521
 DK0521  VERT ORDER  -  SECOND    CLASS 0
 DK0521
 DK0521.The horizontal coordinates were scaled from a topographic map and have
 DK0521.an estimated accuracy of +/- 6 seconds.
 DK0521
 DK0521.The orthometric height was determined by differential leveling
 DK0521.and adjusted in June 1991.
 DK0521
 DK0521.The geoid height was determined by GEOID03.
 DK0521
 DK0521.The dynamic height is computed by dividing the NAVD 88
 DK0521.geopotential number by the normal gravity value computed on the
 DK0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0521.degrees latitude (g = 980.6199 gals.).
 DK0521
 DK0521.The modeled gravity was interpolated from observed gravity values.
 DK0521
 DK0521;                    North         East    Units  Estimated Accuracy
 DK0521;SPC MS W     -   439,320.      679,830.      MT  (+/- 180 meters Scaled)
 DK0521
 DK0521                          SUPERSEDED SURVEY CONTROL
 DK0521
 DK0521  NGVD 29 (??/??/??)   35.646  (m)          116.95   (f) ADJUSTED    2 0
 DK0521
 DK0521.Superseded values are not recommended for survey control.
 DK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0521.See file dsdata.txt to determine how the superseded data were derived.
 DK0521
 DK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT276052(NAD 83)
 DK0521_MARKER: DD = SURVEY DISK
 DK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0521_STAMPING: BM 82V-59 1966
 DK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0521+STABILITY: SURFACE MOTION
 DK0521
 DK0521  HISTORY     - Date     Condition        Report By
 DK0521  HISTORY     - 1966     MONUMENTED       MSHD
 DK0521  HISTORY     - 1967     GOOD             MSHD
 DK0521
 DK0521                          STATION DESCRIPTION
 DK0521
 DK0521'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0521'2.4 MI W FROM MOORHEAD.
 DK0521'LOCATED 2.4 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0521'WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 7.15 MILES
 DK0521'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY
 DK0521'82 AT THE NORTHEAST EDGE OF INDIANOLA, 0.65 MILE EAST OF THE SUNFLOWER
 DK0521'RIVER BRIDGE AND IN THE NORTHWEST 1/4 OF SECTION 6, T 18N, R 3W. IT IS
 DK0521'59 FEET SOUTH OF THE CENTER OF HIGHWAY 82, 53 FEET EAST OF THE CENTER
 DK0521'OF THE RAMP, 1.7 FEET WEST OF A POWER POLE, 1.7 FEET EAST OF A METAL
 DK0521'WITNESS POST, 3 FEET BELOW THE LEVEL OF HIGHWAY 82 AND PROJECTS 8
 DK0521'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN MOORHEAD GO NORTHEAST
 DK0521'ON WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK0521'HIGHWAY 3.  TURN LEFT (NORTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY
 DK0521'3 FOR 0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN LEFT
 DK0521'(WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.4 MILES TO A RAMP, AND
 DK0521'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0224 ***********************************************************************
 DJ0224  DESIGNATION -  82 V 6
 DJ0224  PID         -  DJ0224
 DJ0224  STATE/COUNTY-  MS/LOWNDES
 DJ0224  USGS QUAD   -  STEENS (1987)
 DJ0224
 DJ0224                         *CURRENT SURVEY CONTROL
 DJ0224  ___________________________________________________________________
 DJ0224* NAD 83(1986)-  33 31 08.     (N)    088 21 45.     (W)     SCALED    
 DJ0224* NAVD 88     -        56.257  (meters)     184.57   (feet)  ADJUSTED  
 DJ0224  ___________________________________________________________________
 DJ0224  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0224  DYNAMIC HT  -          56.197 (meters)     184.37  (feet)  COMP
 DJ0224  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DJ0224
 DJ0224  VERT ORDER  -  SECOND    CLASS 0
 DJ0224
 DJ0224.The horizontal coordinates were scaled from a topographic map and have
 DJ0224.an estimated accuracy of +/- 6 seconds.
 DJ0224
 DJ0224.The orthometric height was determined by differential leveling
 DJ0224.and adjusted in June 1991.
 DJ0224
 DJ0224.The geoid height was determined by GEOID03.
 DJ0224
 DJ0224.The dynamic height is computed by dividing the NAVD 88
 DJ0224.geopotential number by the normal gravity value computed on the
 DJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0224.degrees latitude (g = 980.6199 gals.).
 DJ0224
 DJ0224.The modeled gravity was interpolated from observed gravity values.
 DJ0224
 DJ0224;                    North         East    Units  Estimated Accuracy
 DJ0224;SPC MS E     -   445,690.      343,740.      MT  (+/- 180 meters Scaled)
 DJ0224
 DJ0224                          SUPERSEDED SURVEY CONTROL
 DJ0224
 DJ0224  NGVD 29 (??/??/92)   56.22   (m)          184.4    (f) COMPUTED    2 0
 DJ0224
 DJ0224.Superseded values are not recommended for survey control.
 DJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0224.See file dsdata.txt to determine how the superseded data were derived.
 DJ0224
 DJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC734096(NAD 83)
 DJ0224_MARKER: DD = SURVEY DISK
 DJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0224_STAMPING: BM 82V-6 1964
 DJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0224+STABILITY: SURFACE MOTION
 DJ0224
 DJ0224  HISTORY     - Date     Condition        Report By
 DJ0224  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0224
 DJ0224                          STATION DESCRIPTION
 DJ0224
 DJ0224'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0224'4.6 MI NE FROM COLUMBUS.
 DJ0224'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON HIGHWAY 82 FOR
 DJ0224'1.3 MILES TO ITS JUNCTION WITH HIGHWAY 50, TURN LEFT, NORTHEAST ON
 DJ0224'HIGHWAY 50 AND GO 3.3 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 DJ0224'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT
 DJ0224'IS 3.8 FEET SOUTHWEST OF A POWERLINE POLE, 26.6 FEET EAST OF THE
 DJ0224'CENTER OF THE SIDE ROAD, 30.8 FEET SOUTH OF THE CENTERLINE OF AND 2
 DJ0224'FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.  A
 DJ0224'METAL WITNESS POST WAS SET 1.7 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1230 ***********************************************************************
 DK1230  DESIGNATION -  82 V 6 W
 DK1230  PID         -  DK1230
 DK1230  STATE/COUNTY-  MS/WASHINGTON
 DK1230  USGS QUAD   -  RED LEAF (1970)
 DK1230
 DK1230                         *CURRENT SURVEY CONTROL
 DK1230  ___________________________________________________________________
 DK1230* NAD 83(1986)-  33 18 11.     (N)    091 08 20.     (W)     SCALED    
 DK1230* NAVD 88     -        45.664  (meters)     149.82   (feet)  ADJUSTED  
 DK1230  ___________________________________________________________________
 DK1230  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1230  DYNAMIC HT  -          45.616 (meters)     149.66  (feet)  COMP
 DK1230  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 DK1230
 DK1230  VERT ORDER  -  SECOND    CLASS 0
 DK1230
 DK1230.The horizontal coordinates were scaled from a topographic map and have
 DK1230.an estimated accuracy of +/- 6 seconds.
 DK1230
 DK1230.The orthometric height was determined by differential leveling
 DK1230.and adjusted in June 1991.
 DK1230
 DK1230.The geoid height was determined by GEOID03.
 DK1230
 DK1230.The dynamic height is computed by dividing the NAVD 88
 DK1230.geopotential number by the normal gravity value computed on the
 DK1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1230.degrees latitude (g = 980.6199 gals.).
 DK1230
 DK1230.The modeled gravity was interpolated from observed gravity values.
 DK1230
 DK1230;                    North         East    Units  Estimated Accuracy
 DK1230;SPC MS W     -   421,940.      624,980.      MT  (+/- 180 meters Scaled)
 DK1230
 DK1230                          SUPERSEDED SURVEY CONTROL
 DK1230
 DK1230  NGVD 29 (??/??/??)   45.724  (m)          150.01   (f) ADJUSTED    2 0
 DK1230
 DK1230.Superseded values are not recommended for survey control.
 DK1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1230.See file dsdata.txt to determine how the superseded data were derived.
 DK1230
 DK1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS732864(NAD 83)
 DK1230_MARKER: DD = SURVEY DISK
 DK1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1230_SP_SET: CEMENT
 DK1230_STAMPING: BM 82V-6W (1966)
 DK1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1230
 DK1230  HISTORY     - Date     Condition        Report By
 DK1230  HISTORY     - 1966     MONUMENTED       MSHD
 DK1230  HISTORY     - 1967     GOOD             MSHD
 DK1230
 DK1230                          STATION DESCRIPTION
 DK1230
 DK1230'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1230'9.55 MI SW FROM GREENVILLE.
 DK1230'LOCATED 9.55 MILES SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI
 DK1230'HIGHWAY 1 AND U.S. HIGHWAY 82 IN THE CONCRETE BASE FOR THE NORTH
 DK1230'FLAGPOLE AT THE APPROACH TO THE MISSISSIPPI RIVER BRIDGE AND ON THE
 DK1230'EAST BANK OF THE LEVEE.  TO REACH FROM THE U.S. POST OFFICE IN
 DK1230'GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1230'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON
 DK1230'U.S. HIGHWAY 82 FOR 8.64 MILES TO THE MISSISSIPPI RIVER LEVEE, AND THE
 DK1230'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A
 DK1230'DRILLED HOLE, 21.5 FEET EAST OF THE CENTER OF THE LEVEE, 30 FEET NORTH
 DK1230'OF THE CENTER OF HIGHWAY 82, 19 FEET WEST OF THE JOHN A FOX HISTORICAL
 DK1230'MARKER, 14 FEET SOUTH OF THE EXTENDED EAST END OF THE NORTH WALL OF
 DK1230'THE OLD TOLL STATION, AND 2 FEET ABOVE THE LEVEL OF HIGHWAY 82.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0522 ***********************************************************************
 DK0522  DESIGNATION -  82 V 60 MSHD
 DK0522  PID         -  DK0522
 DK0522  STATE/COUNTY-  MS/SUNFLOWER
 DK0522  USGS QUAD   -  MOORHEAD (1965)
 DK0522
 DK0522                         *CURRENT SURVEY CONTROL
 DK0522  ___________________________________________________________________
 DK0522* NAD 83(1986)-  33 27 43.     (N)    090 32 06.     (W)     SCALED    
 DK0522* NAVD 88     -        35.723  (meters)     117.20   (feet)  ADJUSTED  
 DK0522  ___________________________________________________________________
 DK0522  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0522  DYNAMIC HT  -          35.686 (meters)     117.08  (feet)  COMP
 DK0522  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 DK0522
 DK0522  VERT ORDER  -  SECOND    CLASS 0
 DK0522
 DK0522.The horizontal coordinates were scaled from a topographic map and have
 DK0522.an estimated accuracy of +/- 6 seconds.
 DK0522
 DK0522.The orthometric height was determined by differential leveling
 DK0522.and adjusted in June 1991.
 DK0522
 DK0522.The geoid height was determined by GEOID03.
 DK0522
 DK0522.The dynamic height is computed by dividing the NAVD 88
 DK0522.geopotential number by the normal gravity value computed on the
 DK0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0522.degrees latitude (g = 980.6199 gals.).
 DK0522
 DK0522.The modeled gravity was interpolated from observed gravity values.
 DK0522
 DK0522;                    North         East    Units  Estimated Accuracy
 DK0522;SPC MS W     -   439,290.      681,250.      MT  (+/- 180 meters Scaled)
 DK0522
 DK0522                          SUPERSEDED SURVEY CONTROL
 DK0522
 DK0522  NGVD 29 (??/??/??)   35.799  (m)          117.45   (f) ADJUSTED    2 0
 DK0522
 DK0522.Superseded values are not recommended for survey control.
 DK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0522.See file dsdata.txt to determine how the superseded data were derived.
 DK0522
 DK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT290052(NAD 83)
 DK0522_MARKER: DD = SURVEY DISK
 DK0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0522_STAMPING: BM 82V-60 1966
 DK0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0522+STABILITY: SURFACE MOTION
 DK0522
 DK0522  HISTORY     - Date     Condition        Report By
 DK0522  HISTORY     - 1966     MONUMENTED       MSHD
 DK0522  HISTORY     - 1967     GOOD             MSHD
 DK0522
 DK0522                          STATION DESCRIPTION
 DK0522
 DK0522'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0522'1.5 MI W FROM MOORHEAD.
 DK0522'LOCATED 1.5 MILES WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0522'WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 5.65 MILES
 DK0522'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY
 DK0522'82 AT THE NORTHEAST EDGE OF INDIANOLA, 1.55 MILES EAST OF THE BRIDGE
 DK0522'OVER SUNFLOWER RIVER, AND IN THE SOUTHWEST 1/4 OF SECTION 32, T 19N, R
 DK0522'3W.  IT IS 63 FEET NORTH OF THE CENTER OF HIGHWAY 82, 30 FEET
 DK0522'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 21 FEET WEST OF THE
 DK0522'CENTER OF A DRIVEWAY, 3.7 FEET WEST OF A POWER POLE, 2.1 FEET WEST OF
 DK0522'A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF HIGHWAY 82, AND
 DK0522'PROJECTS 8 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN MOORHEAD GO
 DK0522'NORTHEAST ON WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION OF
 DK0522'MISSISSIPPI HIGHWAY 3 TURN LEFT NORTHWEST AND CONTINUE ON MISSISSIPPI
 DK0522'HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN
 DK0522'LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.5 MILES TO A
 DK0522'DRIVEWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0523 ***********************************************************************
 DK0523  DESIGNATION -  82 V 61 MSHD
 DK0523  PID         -  DK0523
 DK0523  STATE/COUNTY-  MS/SUNFLOWER
 DK0523  USGS QUAD   -  MOORHEAD (1965)
 DK0523
 DK0523                         *CURRENT SURVEY CONTROL
 DK0523  ___________________________________________________________________
 DK0523* NAD 83(1986)-  33 27 42.     (N)    090 31 16.     (W)     SCALED    
 DK0523* NAVD 88     -        35.652  (meters)     116.97   (feet)  ADJUSTED  
 DK0523  ___________________________________________________________________
 DK0523  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0523  DYNAMIC HT  -          35.615 (meters)     116.85  (feet)  COMP
 DK0523  MODELED GRAV-     979,603.2   (mgal)                       NAVD 88
 DK0523
 DK0523  VERT ORDER  -  SECOND    CLASS 0
 DK0523
 DK0523.The horizontal coordinates were scaled from a topographic map and have
 DK0523.an estimated accuracy of +/- 6 seconds.
 DK0523
 DK0523.The orthometric height was determined by differential leveling
 DK0523.and adjusted in June 1991.
 DK0523
 DK0523.The geoid height was determined by GEOID03.
 DK0523
 DK0523.The dynamic height is computed by dividing the NAVD 88
 DK0523.geopotential number by the normal gravity value computed on the
 DK0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0523.degrees latitude (g = 980.6199 gals.).
 DK0523
 DK0523.The modeled gravity was interpolated from observed gravity values.
 DK0523
 DK0523;                    North         East    Units  Estimated Accuracy
 DK0523;SPC MS W     -   439,260.      682,540.      MT  (+/- 180 meters Scaled)
 DK0523
 DK0523                          SUPERSEDED SURVEY CONTROL
 DK0523
 DK0523  NGVD 29 (??/??/??)   35.727  (m)          117.21   (f) ADJUSTED    2 0
 DK0523
 DK0523.Superseded values are not recommended for survey control.
 DK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0523.See file dsdata.txt to determine how the superseded data were derived.
 DK0523
 DK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT303052(NAD 83)
 DK0523_MARKER: DD = SURVEY DISK
 DK0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0523_STAMPING: BM 82V-61 1966
 DK0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0523+STABILITY: SURFACE MOTION
 DK0523
 DK0523  HISTORY     - Date     Condition        Report By
 DK0523  HISTORY     - 1966     MONUMENTED       MSHD
 DK0523  HISTORY     - 1967     GOOD             MSHD
 DK0523  HISTORY     - 1973     GOOD             NGS
 DK0523
 DK0523                          STATION DESCRIPTION
 DK0523
 DK0523'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0523'0.8 MI W FROM MOORHEAD.
 DK0523'LOCATED 0.8 MILE WEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK0523'MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 6.35 MILES
 DK0523'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 49 WEST AND U.S. HIGHWAY
 DK0523'82 AT THE NORTHEAST EDGE OF INDIANOLA, 3.05 MILES EAST OF THE BRIDGE
 DK0523'OVER SUNFLOWER AT A 5 POINT INTERSECTION, AND IN THE NORTHWEST 1/4 OF
 DK0523'SECTION 4, T 18N, R 3W.  IT IS APPROXIMATELY 265 FEET EAST OF THE
 DK0523'CENTER OF A CROSSROADS, 79 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 82,
 DK0523'35.5 FEET SOUTHEAST OF A PIPELINE DANGER SIGN, 34 FEET NORTHEAST OF
 DK0523'THE CENTER OF A BLACKTOP ROAD, 6.5 FEET NORTHWEST OF A POWER POLE, 6.1
 DK0523'FEET SOUTHEAST OF POWER POLE NO. 1/4, 2 FEET NORTHEAST OF A METAL
 DK0523'WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 82 AND PROJECTS 5
 DK0523'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN MOORHEAD GO NORTHEAST
 DK0523'ON WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK0523'HIGHWAY 3.  TURN LEFT (NORTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY
 DK0523'3 FOR 0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN LEFT
 DK0523'(WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.8 MILE TO A FIVE POINT
 DK0523'INTERSECTION, AND THE MARK ON THE LEFT.
 DK0523
 DK0523                          STATION RECOVERY (1973)
 DK0523
 DK0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0529 ***********************************************************************
 DK0529  DESIGNATION -  82 V 62 MSHD
 DK0529  PID         -  DK0529
 DK0529  STATE/COUNTY-  MS/SUNFLOWER
 DK0529  USGS QUAD   -  MOORHEAD (1965)
 DK0529
 DK0529                         *CURRENT SURVEY CONTROL
 DK0529  ___________________________________________________________________
 DK0529* NAD 83(1986)-  33 27 43.     (N)    090 30 32.     (W)     SCALED    
 DK0529* NAVD 88     -        35.765  (meters)     117.34   (feet)  ADJUSTED  
 DK0529  ___________________________________________________________________
 DK0529  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0529  DYNAMIC HT  -          35.728 (meters)     117.22  (feet)  COMP
 DK0529  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 DK0529
 DK0529  VERT ORDER  -  SECOND    CLASS 0
 DK0529
 DK0529.The horizontal coordinates were scaled from a topographic map and have
 DK0529.an estimated accuracy of +/- 6 seconds.
 DK0529
 DK0529.The orthometric height was determined by differential leveling
 DK0529.and adjusted in June 1991.
 DK0529
 DK0529.The geoid height was determined by GEOID03.
 DK0529
 DK0529.The dynamic height is computed by dividing the NAVD 88
 DK0529.geopotential number by the normal gravity value computed on the
 DK0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0529.degrees latitude (g = 980.6199 gals.).
 DK0529
 DK0529.The modeled gravity was interpolated from observed gravity values.
 DK0529
 DK0529;                    North         East    Units  Estimated Accuracy
 DK0529;SPC MS W     -   439,280.      683,680.      MT  (+/- 180 meters Scaled)
 DK0529
 DK0529                          SUPERSEDED SURVEY CONTROL
 DK0529
 DK0529  NGVD 29 (??/??/??)   35.841  (m)          117.59   (f) ADJUSTED    2 0
 DK0529
 DK0529.Superseded values are not recommended for survey control.
 DK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0529.See file dsdata.txt to determine how the superseded data were derived.
 DK0529
 DK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT315052(NAD 83)
 DK0529_MARKER: DD = SURVEY DISK
 DK0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0529_STAMPING: BM 82V-62 1966
 DK0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0529+STABILITY: SURFACE MOTION
 DK0529
 DK0529  HISTORY     - Date     Condition        Report By
 DK0529  HISTORY     - 1966     MONUMENTED       MSHD
 DK0529  HISTORY     - 1967     GOOD             MSHD
 DK0529
 DK0529                          STATION DESCRIPTION
 DK0529
 DK0529'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0529'0.8 MI NW FROM MOORHEAD.
 DK0529'LOCATED 0.8 MILE NORTHWEST OF MOORHEAD AT THE NORTHEAST ANGLE OF A
 DK0529'RAILROAD CROSSING AND IN THE SOUTHEAST 1/4 OF SECTION 33, T 19N, R 3W.
 DK0529'IT IS 164 FEET SOUTHWEST OF THE CENTER OF MISSISSIPPI HIGHWAY 3, 68
 DK0529'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A RAILROAD TRACK
 DK0529'AND U.S. HIGHWAY 82, 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82,
 DK0529'41 FEET EAST OF A SILVER PAINTED CONTROL BOX, 37.5 FEET WEST OF A
 DK0529'POWER POLE WITH A TRANSFORMER ON IT, 35.7 FEET NORTHEAST OF A RAILROAD
 DK0529'STOP SIGN, 4 FEET SOUTHWEST OF THE SOUTHWEST POST OF A MOORHEAD SIGN,
 DK0529'3 FEET WEST OF THE PROJECTED CENTER LINE OF DELTA AVENUE, 2.1 FEET
 DK0529'WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF HIGHWAY 82,
 DK0529'AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN MOORHEAD
 DK0529'GO EAST ON WASHINGTON STREET FOR 0.05 MILE TO THE INTERSECTION OF
 DK0529'DELTA AVENUE, TURN LEFT (NORTHWEST) AND CONTINUE ON DELTA AVENUE FOR
 DK0529'0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82, AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0329 ***********************************************************************
 DK0329  DESIGNATION -  82 V 63 MSHD
 DK0329  PID         -  DK0329
 DK0329  STATE/COUNTY-  MS/SUNFLOWER
 DK0329  USGS QUAD   -  COLONY TOWN (1983)
 DK0329
 DK0329                         *CURRENT SURVEY CONTROL
 DK0329  ___________________________________________________________________
 DK0329* NAD 83(1986)-  33 27 43.     (N)    090 29 45.     (W)     SCALED    
 DK0329* NAVD 88     -        34.939  (meters)     114.63   (feet)  ADJUSTED  
 DK0329  ___________________________________________________________________
 DK0329  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0329  DYNAMIC HT  -          34.903 (meters)     114.51  (feet)  COMP
 DK0329  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 DK0329
 DK0329  VERT ORDER  -  SECOND    CLASS 0
 DK0329
 DK0329.The horizontal coordinates were scaled from a topographic map and have
 DK0329.an estimated accuracy of +/- 6 seconds.
 DK0329
 DK0329.The orthometric height was determined by differential leveling
 DK0329.and adjusted in June 1991.
 DK0329
 DK0329.The geoid height was determined by GEOID03.
 DK0329
 DK0329.The dynamic height is computed by dividing the NAVD 88
 DK0329.geopotential number by the normal gravity value computed on the
 DK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0329.degrees latitude (g = 980.6199 gals.).
 DK0329
 DK0329.The modeled gravity was interpolated from observed gravity values.
 DK0329
 DK0329;                    North         East    Units  Estimated Accuracy
 DK0329;SPC MS W     -   439,280.      684,890.      MT  (+/- 180 meters Scaled)
 DK0329
 DK0329                          SUPERSEDED SURVEY CONTROL
 DK0329
 DK0329  NGVD 29 (??/??/??)   35.015  (m)          114.88   (f) ADJUSTED    2 0
 DK0329
 DK0329.Superseded values are not recommended for survey control.
 DK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0329.See file dsdata.txt to determine how the superseded data were derived.
 DK0329
 DK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT327053(NAD 83)
 DK0329_MARKER: DD = SURVEY DISK
 DK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0329_STAMPING: BM 82V-63 1966
 DK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0329+STABILITY: SURFACE MOTION
 DK0329
 DK0329  HISTORY     - Date     Condition        Report By
 DK0329  HISTORY     - 1966     MONUMENTED       MSHD
 DK0329  HISTORY     - 1967     GOOD             MSHD
 DK0329  HISTORY     - 20000203 POOR             NGS
 DK0329
 DK0329                          STATION DESCRIPTION
 DK0329
 DK0329'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0329'0.7 MI W FROM MOORHEAD.
 DK0329'LOCATED 0.7 MILE EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK0329'MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 2.5 MILES WEST OF
 DK0329'THE SUNFLOWER-LEFLORE COUNTY LINE, 12.0 MILES SOUTHWEST OF THE
 DK0329'INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 7 AT THE
 DK0329'NORTHEAST EDGE OF ITTA BENA, AND IN THE SOUTHWEST 1/4 OF SECTION 34, T
 DK0329'19N, R 3W.  IT IS 64 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 DK0329'OF A GRAVEL ROAD AND U.S. HIGHWAY 82, 61 FEET NORTH OF THE CENTER OF
 DK0329'HIGHWAY 82, 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2.2 FEET EAST
 DK0329'OF POWER POLE NO. 1/2, 2.2 FEET WEST OF A METAL WITNESS POST, 3 FEET
 DK0329'BELOW THE LEVEL OF HIGHWAY 82 AND PROJECTS 4 INCHES. TO REACH FROM THE
 DK0329'U.S. POST OFFICE IN MOORHEAD GO EAST ON WASHINGTON STREET FOR 0.1 MILE
 DK0329'TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 3. TURN LEFT (NORTHWEST)
 DK0329'AND CONTINUE ON MISSISSIPPI HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION
 DK0329'OF MISSISSIPPI HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S.
 DK0329'HIGHWAY 82 FOR 0.7 MILE TO A SIDE ROAD, AND THE MARK ON THE LEFT.
 DK0329
 DK0329                          STATION RECOVERY (2000)
 DK0329
 DK0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0329'MONUMENT LEANING TOWARD THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0330 ***********************************************************************
 DK0330  DESIGNATION -  82 V 64 MSHD
 DK0330  PID         -  DK0330
 DK0330  STATE/COUNTY-  MS/SUNFLOWER
 DK0330  USGS QUAD   -  COLONY TOWN (1983)
 DK0330
 DK0330                         *CURRENT SURVEY CONTROL
 DK0330  ___________________________________________________________________
 DK0330* NAD 83(1986)-  33 27 41.     (N)    090 28 59.     (W)     SCALED    
 DK0330* NAVD 88     -        35.725  (meters)     117.21   (feet)  ADJUSTED  
 DK0330  ___________________________________________________________________
 DK0330  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0330  DYNAMIC HT  -          35.688 (meters)     117.09  (feet)  COMP
 DK0330  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 DK0330
 DK0330  VERT ORDER  -  SECOND    CLASS 0
 DK0330
 DK0330.The horizontal coordinates were scaled from a topographic map and have
 DK0330.an estimated accuracy of +/- 6 seconds.
 DK0330
 DK0330.The orthometric height was determined by differential leveling
 DK0330.and adjusted in June 1991.
 DK0330
 DK0330.The geoid height was determined by GEOID03.
 DK0330
 DK0330.The dynamic height is computed by dividing the NAVD 88
 DK0330.geopotential number by the normal gravity value computed on the
 DK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0330.degrees latitude (g = 980.6199 gals.).
 DK0330
 DK0330.The modeled gravity was interpolated from observed gravity values.
 DK0330
 DK0330;                    North         East    Units  Estimated Accuracy
 DK0330;SPC MS W     -   439,220.      686,080.      MT  (+/- 180 meters Scaled)
 DK0330
 DK0330                          SUPERSEDED SURVEY CONTROL
 DK0330
 DK0330  NGVD 29 (??/??/??)   35.800  (m)          117.45   (f) ADJUSTED    2 0
 DK0330
 DK0330.Superseded values are not recommended for survey control.
 DK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0330.See file dsdata.txt to determine how the superseded data were derived.
 DK0330
 DK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT339052(NAD 83)
 DK0330_MARKER: DD = SURVEY DISK
 DK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0330_STAMPING: BM 82V-64 1966
 DK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0330+STABILITY: SURFACE MOTION
 DK0330
 DK0330  HISTORY     - Date     Condition        Report By
 DK0330  HISTORY     - 1966     MONUMENTED       MSHD
 DK0330  HISTORY     - 1967     GOOD             MSHD
 DK0330
 DK0330                          STATION DESCRIPTION
 DK0330
 DK0330'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0330'1.5 MI E FROM MOORHEAD.
 DK0330'LOCATED 1.5 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0330'WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 1.7 MILES
 DK0330'WEST OF THE SUNFLOWER-LEFLORE COUNTY LINE, 11.2 MILES SOUTHWEST OF THE
 DK0330'INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 7 IN THE
 DK0330'NORTHWEST 1/4 OF SECTION 2, T 18N, R 3W.  IT IS 57 FEET SOUTH OF THE
 DK0330'CENTER OF HIGHWAY 82, 10 FEET WEST OF THE CENTER OF THE DRIVEWAY, 3
 DK0330'FEET NORTHWEST OF THE MOST WESTERN GATE POST, 2.1 FEET EAST OF A METAL
 DK0330'WITNESS POST, 1 FOOT NORTH OF A FENCE, 1 FOOT BELOW THE LEVEL OF
 DK0330'HIGHWAY 82, AND PROJECTS 5 INCHES.  TO REACH FROM THE U.S. POST OFFICE
 DK0330'IN MOORHEAD GO EAST ON WASHINGTON STREET FOR 0.1 MILE TO THE
 DK0330'INTERSECTION OF MISSISSIPPI HIGHWAY 3.  TURN LEFT (NORTHWEST) AND
 DK0330'CONTINUE ON MISSISSIPPI HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION OF
 DK0330'U.S. HIGHWAY 82, TURN RIGHT EAST AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK0330'1.5 MILES TO A DRIVEWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0331 ***********************************************************************
 DK0331  DESIGNATION -  82 V 65 MSHD
 DK0331  PID         -  DK0331
 DK0331  STATE/COUNTY-  MS/SUNFLOWER
 DK0331  USGS QUAD   -  COLONY TOWN (1983)
 DK0331
 DK0331                         *CURRENT SURVEY CONTROL
 DK0331  ___________________________________________________________________
 DK0331* NAD 83(1986)-  33 27 44.     (N)    090 28 01.     (W)     SCALED    
 DK0331* NAVD 88     -        36.447  (meters)     119.58   (feet)  ADJUSTED  
 DK0331  ___________________________________________________________________
 DK0331  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0331  DYNAMIC HT  -          36.410 (meters)     119.46  (feet)  COMP
 DK0331  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 DK0331
 DK0331  VERT ORDER  -  SECOND    CLASS 0
 DK0331
 DK0331.The horizontal coordinates were scaled from a topographic map and have
 DK0331.an estimated accuracy of +/- 6 seconds.
 DK0331
 DK0331.The orthometric height was determined by differential leveling
 DK0331.and adjusted in June 1991.
 DK0331
 DK0331.The geoid height was determined by GEOID03.
 DK0331
 DK0331.The dynamic height is computed by dividing the NAVD 88
 DK0331.geopotential number by the normal gravity value computed on the
 DK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0331.degrees latitude (g = 980.6199 gals.).
 DK0331
 DK0331.The modeled gravity was interpolated from observed gravity values.
 DK0331
 DK0331;                    North         East    Units  Estimated Accuracy
 DK0331;SPC MS W     -   439,310.      687,580.      MT  (+/- 180 meters Scaled)
 DK0331
 DK0331                          SUPERSEDED SURVEY CONTROL
 DK0331
 DK0331  NGVD 29 (??/??/??)   36.522  (m)          119.82   (f) ADJUSTED    2 0
 DK0331
 DK0331.Superseded values are not recommended for survey control.
 DK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0331.See file dsdata.txt to determine how the superseded data were derived.
 DK0331
 DK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT354054(NAD 83)
 DK0331_MARKER: DD = SURVEY DISK
 DK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0331_STAMPING: BM 82V-65 1966
 DK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0331+STABILITY: SURFACE MOTION
 DK0331
 DK0331  HISTORY     - Date     Condition        Report By
 DK0331  HISTORY     - 1966     MONUMENTED       MSHD
 DK0331  HISTORY     - 1967     GOOD             MSHD
 DK0331
 DK0331                          STATION DESCRIPTION
 DK0331
 DK0331'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0331'2.4 MI E FROM MOORHEAD.
 DK0331'LOCATED 2.4 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0331'WITH MISSISSIPPI HIGHWAY 3 AT THE NORTHWEST CORNER OF THE WEST
 DK0331'ABUTMENT OF A CONCRETE BRIDGE, 0.8 MILE WEST OF THE SUNFLOWER-LEFLORE
 DK0331'COUNTY LINE, 10.3 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 DK0331'82 AND MISSISSIPPI HIGHWAY 7 AT THE NORTHEAST EDGE OF ITTA BENA, AND
 DK0331'IN THE SOUTHWEST 1/4 OF SECTION 36, T 19N, R 3W.  IT IS 57.4 FEET
 DK0331'SOUTH OF POWER POLE NO. 3/9, 14.5 FEET NORTH OF THE CENTER OF HIGHWAY
 DK0331'82, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY
 DK0331'82, AND FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0331'MOORHEAD GO EAST ON WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION
 DK0331'OF MISSISSIPPI HIGHWAY 3, TURN LEFT (NORTHWEST) AND CONTINUE ON
 DK0331'MISSISSIPPI HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK0331'82.  TURN RIGHT EAST AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.4 MILES TO
 DK0331'A CONCRETE BRIDGE, AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0332 ***********************************************************************
 DK0332  DESIGNATION -  82 V 66 MSHD
 DK0332  PID         -  DK0332
 DK0332  STATE/COUNTY-  MS/SUNFLOWER
 DK0332  USGS QUAD   -  COLONY TOWN (1983)
 DK0332
 DK0332                         *CURRENT SURVEY CONTROL
 DK0332  ___________________________________________________________________
 DK0332* NAD 83(1986)-  33 27 41.     (N)    090 27 14.     (W)     SCALED    
 DK0332* NAVD 88     -        34.270  (meters)     112.43   (feet)  ADJUSTED  
 DK0332  ___________________________________________________________________
 DK0332  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0332  DYNAMIC HT  -          34.235 (meters)     112.32  (feet)  COMP
 DK0332  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DK0332
 DK0332  VERT ORDER  -  SECOND    CLASS 0
 DK0332
 DK0332.The horizontal coordinates were scaled from a topographic map and have
 DK0332.an estimated accuracy of +/- 6 seconds.
 DK0332
 DK0332.The orthometric height was determined by differential leveling
 DK0332.and adjusted in June 1991.
 DK0332
 DK0332.The geoid height was determined by GEOID03.
 DK0332
 DK0332.The dynamic height is computed by dividing the NAVD 88
 DK0332.geopotential number by the normal gravity value computed on the
 DK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0332.degrees latitude (g = 980.6199 gals.).
 DK0332
 DK0332.The modeled gravity was interpolated from observed gravity values.
 DK0332
 DK0332;                    North         East    Units  Estimated Accuracy
 DK0332;SPC MS W     -   439,220.      688,790.      MT  (+/- 180 meters Scaled)
 DK0332
 DK0332                          SUPERSEDED SURVEY CONTROL
 DK0332
 DK0332  NGVD 29 (??/??/??)   34.345  (m)          112.68   (f) ADJUSTED    2 0
 DK0332
 DK0332.Superseded values are not recommended for survey control.
 DK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0332.See file dsdata.txt to determine how the superseded data were derived.
 DK0332
 DK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT366053(NAD 83)
 DK0332_MARKER: DD = SURVEY DISK
 DK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0332_STAMPING: BM 82V-66 1966
 DK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0332+STABILITY: SURFACE MOTION
 DK0332
 DK0332  HISTORY     - Date     Condition        Report By
 DK0332  HISTORY     - 1966     MONUMENTED       MSHD
 DK0332  HISTORY     - 1967     GOOD             MSHD
 DK0332
 DK0332                          STATION DESCRIPTION
 DK0332
 DK0332'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0332'3.1 MI E FROM MOORHEAD.
 DK0332'LOCATED 3.1 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 DK0332'WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD, 0.1 MILE
 DK0332'WEST OF THE SUNFLOWER-LEFLORE COUNTY LINE, 9.6 MILES SOUTHWEST OF THE
 DK0332'INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82 AT THE
 DK0332'NORTHEAST EDGE OF ITTA BENA AND IN THE NORTHEAST 1/4 OF SECTION 1, T
 DK0332'18N R 3W.  IT IS 77 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 19
 DK0332'FEET WEST OF THE CENTER OF THE RAMP, 6 FEET WEST OF A POWER POLE, 1.8
 DK0332'FEET EAST OF A METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF HIGHWAY
 DK0332'82, AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0332'MOORHEAD GO EAST ON WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION
 DK0332'OF MISSISSIPPI HIGHWAY 3.  TURN LEFT (NORTHWEST) AND CONTINUE ON
 DK0332'MISSISSIPPI HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK0332'82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 3.1 MILES
 DK0332'TO A RAMP, AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0333 ***********************************************************************
 DK0333  DESIGNATION -  82 V 67 MSHD
 DK0333  PID         -  DK0333
 DK0333  STATE/COUNTY-  MS/LEFLORE
 DK0333  USGS QUAD   -  COLONY TOWN (1983)
 DK0333
 DK0333                         *CURRENT SURVEY CONTROL
 DK0333  ___________________________________________________________________
 DK0333* NAD 83(1986)-  33 27 39.     (N)    090 26 39.     (W)     SCALED    
 DK0333* NAVD 88     -        34.221  (meters)     112.27   (feet)  ADJUSTED  
 DK0333  ___________________________________________________________________
 DK0333  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0333  DYNAMIC HT  -          34.185 (meters)     112.16  (feet)  COMP
 DK0333  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DK0333
 DK0333  VERT ORDER  -  SECOND    CLASS 0
 DK0333
 DK0333.The horizontal coordinates were scaled from a topographic map and have
 DK0333.an estimated accuracy of +/- 6 seconds.
 DK0333
 DK0333.The orthometric height was determined by differential leveling
 DK0333.and adjusted in June 1991.
 DK0333
 DK0333.The geoid height was determined by GEOID03.
 DK0333
 DK0333.The dynamic height is computed by dividing the NAVD 88
 DK0333.geopotential number by the normal gravity value computed on the
 DK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0333.degrees latitude (g = 980.6199 gals.).
 DK0333
 DK0333.The modeled gravity was interpolated from observed gravity values.
 DK0333
 DK0333;                    North         East    Units  Estimated Accuracy
 DK0333;SPC MS W     -   439,150.      689,700.      MT  (+/- 180 meters Scaled)
 DK0333
 DK0333                          SUPERSEDED SURVEY CONTROL
 DK0333
 DK0333  NGVD 29 (??/??/??)   34.296  (m)          112.52   (f) ADJUSTED    2 0
 DK0333
 DK0333.Superseded values are not recommended for survey control.
 DK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0333.See file dsdata.txt to determine how the superseded data were derived.
 DK0333
 DK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT375052(NAD 83)
 DK0333_MARKER: DD = SURVEY DISK
 DK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0333_STAMPING: BM 82V-67 1966
 DK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0333+STABILITY: SURFACE MOTION
 DK0333
 DK0333  HISTORY     - Date     Condition        Report By
 DK0333  HISTORY     - 1966     MONUMENTED       MSHD
 DK0333  HISTORY     - 1967     GOOD             MSHD
 DK0333
 DK0333                          STATION DESCRIPTION
 DK0333
 DK0333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0333'4.6 MI ENE FROM MOORHEAD.
 DK0333'THE MARK IS LOCATED 3.7 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0333'INTERSECTION WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF MOORHEAD
 DK0333'IN THE SOUTHEAST ANGLE OF A T INTERSECTION, 0.5 MILE EAST OF THE
 DK0333'LEFLORE-SUNFLOWER COUNTY LINE AND IS IN THE NORTHEAST 1/4 OF SECTION
 DK0333'6, T 18N, R 2W.  IT IS 146 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DK0333'82, 22 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 21 FEET SOUTH OF A
 DK0333'1 IN. PIPE PROJECTING 4 FEET, 147 FEET SOUTH SOUTHEAST OF THE CENTER
 DK0333'OF THE INTERSECTION, 3 FEET NORTH OF A POWER LINE POLE WITH A GUY
 DK0333'WIRE, 1.5 FEET WEST SOUTHWEST OF A METAL WITNESS POST, 6 FEET BELOW
 DK0333'THE LEVEL OF HIGHWAY 82 AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S.
 DK0333'POST OFFICE IN MOORHEAD GO EAST ON WASHINGTON STREET FOR 0.1 MILE TO
 DK0333'THE INTERSECTION OF MISSISSIPPI HIGHWAY 3.  TURN LEFT (NORTHWEST) AND
 DK0333'CONTINUE ON MISSISSIPPI HIGHWAY 3 FOR 0.8 MILE TO THE INTERSECTION OF
 DK0333'U.S. HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82
 DK0333'FOR 3.7 MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0335 ***********************************************************************
 DK0335  DESIGNATION -  82 V 69 MSHD
 DK0335  PID         -  DK0335
 DK0335  STATE/COUNTY-  MS/LEFLORE
 DK0335  USGS QUAD   -  COLONY TOWN (1983)
 DK0335
 DK0335                         *CURRENT SURVEY CONTROL
 DK0335  ___________________________________________________________________
 DK0335* NAD 83(1986)-  33 27 52.     (N)    090 25 21.     (W)     SCALED    
 DK0335* NAVD 88     -        35.008  (meters)     114.86   (feet)  ADJUSTED  
 DK0335  ___________________________________________________________________
 DK0335  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0335  DYNAMIC HT  -          34.972 (meters)     114.74  (feet)  COMP
 DK0335  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DK0335
 DK0335  VERT ORDER  -  SECOND    CLASS 0
 DK0335
 DK0335.The horizontal coordinates were scaled from a topographic map and have
 DK0335.an estimated accuracy of +/- 6 seconds.
 DK0335
 DK0335.The orthometric height was determined by differential leveling
 DK0335.and adjusted in June 1991.
 DK0335
 DK0335.The geoid height was determined by GEOID03.
 DK0335
 DK0335.The dynamic height is computed by dividing the NAVD 88
 DK0335.geopotential number by the normal gravity value computed on the
 DK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0335.degrees latitude (g = 980.6199 gals.).
 DK0335
 DK0335.The modeled gravity was interpolated from observed gravity values.
 DK0335
 DK0335;                    North         East    Units  Estimated Accuracy
 DK0335;SPC MS W     -   439,550.      691,710.      MT  (+/- 180 meters Scaled)
 DK0335
 DK0335                          SUPERSEDED SURVEY CONTROL
 DK0335
 DK0335  NGVD 29 (??/??/??)   35.083  (m)          115.10   (f) ADJUSTED    2 0
 DK0335
 DK0335.Superseded values are not recommended for survey control.
 DK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0335.See file dsdata.txt to determine how the superseded data were derived.
 DK0335
 DK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT395057(NAD 83)
 DK0335_MARKER: DD = SURVEY DISK
 DK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0335_STAMPING: BM 82V-69 1966
 DK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0335+STABILITY: SURFACE MOTION
 DK0335
 DK0335  HISTORY     - Date     Condition        Report By
 DK0335  HISTORY     - 1966     MONUMENTED       MSHD
 DK0335  HISTORY     - 1967     GOOD             MSHD
 DK0335  HISTORY     - 1981     MARK NOT FOUND   USGS
 DK0335
 DK0335                          STATION DESCRIPTION
 DK0335
 DK0335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0335'5.85 MI NE FROM MOORHEAD.
 DK0335'THE MARK IS LOCATED 6.3 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0335'ITTA BENA IN THE SOUTHEAST ANGLE OF A T INTERSECTION, 4.95 MILES EAST
 DK0335'NORTHEAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 3 AND U.S.
 DK0335'HIGHWAY 82 AT THE NORTH EDGE OF MOORHEAD, 1.75 MILES EAST NORTHEAST OF
 DK0335'THE LEFLORE-SUNFLOWER COUNTY LINE AND IS IN THE SOUTHEAST 1/4 OF
 DK0335'SECTION 32, T 19N, R 2W.  IT IS 87 FEET SOUTHEAST OF THE CENTER OF
 DK0335'U.S. HIGHWAY 82, 91 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 DK0335'126.5 FEET EAST SOUTHEAST OF THE CENTER OF THE INTERSECTION, 3.5 FEET
 DK0335'SOUTHWEST OF A TELEPHONE CABLE WARNING SIGN, 2 FEET EAST OF A METAL
 DK0335'WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 82 AND IS FLUSH WITH
 DK0335'THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN MOORHEAD GO EAST ON
 DK0335'WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK0335'HIGHWAY 3.  TURN LEFT (NORTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY
 DK0335'3 FOR 0.8 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN RIGHT
 DK0335'(EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 4.95 MILES TO A SIDE ROAD
 DK0335'AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0335
 DK0335                          STATION RECOVERY (1981)
 DK0335
 DK0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DK0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0225 ***********************************************************************
 DJ0225  DESIGNATION -  82 V 7
 DJ0225  PID         -  DJ0225
 DJ0225  STATE/COUNTY-  MS/LOWNDES
 DJ0225  USGS QUAD   -  STEENS (1987)
 DJ0225
 DJ0225                         *CURRENT SURVEY CONTROL
 DJ0225  ___________________________________________________________________
 DJ0225* NAD 83(1986)-  33 30 29.     (N)    088 21 47.     (W)     SCALED    
 DJ0225* NAVD 88     -        57.758  (meters)     189.49   (feet)  ADJUSTED  
 DJ0225  ___________________________________________________________________
 DJ0225  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0225  DYNAMIC HT  -          57.696 (meters)     189.29  (feet)  COMP
 DJ0225  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DJ0225
 DJ0225  VERT ORDER  -  SECOND    CLASS 0
 DJ0225
 DJ0225.The horizontal coordinates were scaled from a topographic map and have
 DJ0225.an estimated accuracy of +/- 6 seconds.
 DJ0225
 DJ0225.The orthometric height was determined by differential leveling
 DJ0225.and adjusted in June 1991.
 DJ0225
 DJ0225.The geoid height was determined by GEOID03.
 DJ0225
 DJ0225.The dynamic height is computed by dividing the NAVD 88
 DJ0225.geopotential number by the normal gravity value computed on the
 DJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0225.degrees latitude (g = 980.6199 gals.).
 DJ0225
 DJ0225.The modeled gravity was interpolated from observed gravity values.
 DJ0225
 DJ0225;                    North         East    Units  Estimated Accuracy
 DJ0225;SPC MS E     -   444,480.      343,690.      MT  (+/- 180 meters Scaled)
 DJ0225
 DJ0225                          SUPERSEDED SURVEY CONTROL
 DJ0225
 DJ0225  NGVD 29 (??/??/92)   57.71   (m)          189.3    (f) COMPUTED    2 0
 DJ0225
 DJ0225.Superseded values are not recommended for survey control.
 DJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0225.See file dsdata.txt to determine how the superseded data were derived.
 DJ0225
 DJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC733084(NAD 83)
 DJ0225_MARKER: DD = SURVEY DISK
 DJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0225_STAMPING: BM 82V-7 1964
 DJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0225+STABILITY: SURFACE MOTION
 DJ0225
 DJ0225  HISTORY     - Date     Condition        Report By
 DJ0225  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0225
 DJ0225                          STATION DESCRIPTION
 DJ0225
 DJ0225'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0225'3.5 MI E FROM COLUMBUS.
 DJ0225'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON HIGHWAY 82 FOR
 DJ0225'2.5 MILES TO A SIDE ROAD, LEFT, TURN LEFT, NORTH ON LEHMBURG ROAD AND
 DJ0225'GO 1.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ0225'TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 9.7 FEET NORTHEAST OF
 DJ0225'THE NORTH END OF A CULVERT, 20.5 FEET NORTH OF A PAVED DRIVEWAY, 21.5
 DJ0225'FEET EAST OF THE CENTER OF AND 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 DJ0225'FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.6 FEET
 DJ0225'NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1277 ***********************************************************************
 DK1277  DESIGNATION -  82 V 7 W RESET
 DK1277  PID         -  DK1277
 DK1277  STATE/COUNTY-  MS/WASHINGTON
 DK1277  USGS QUAD   -  RED LEAF (1970)
 DK1277
 DK1277                         *CURRENT SURVEY CONTROL
 DK1277  ___________________________________________________________________
 DK1277* NAD 83(1986)-  33 18 17.     (N)    091 07 55.     (W)     SCALED    
 DK1277* NAVD 88     -        37.60   (+/-2cm)     123.4    (feet)  VERTCON   
 DK1277  ___________________________________________________________________
 DK1277  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK1277  VERT ORDER  -  THIRD (See Below)
 DK1277
 DK1277.The horizontal coordinates were scaled from a topographic map and have
 DK1277.an estimated accuracy of +/- 6 seconds.
 DK1277
 DK1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1277.The vertical order pertains to the NGVD 29 superseded value.
 DK1277
 DK1277.The geoid height was determined by GEOID03.
 DK1277
 DK1277;                    North         East    Units  Estimated Accuracy
 DK1277;SPC MS W     -   422,120.      625,630.      MT  (+/- 180 meters Scaled)
 DK1277
 DK1277                          SUPERSEDED SURVEY CONTROL
 DK1277
 DK1277  NGVD 29 (??/??/??)   37.66   (m)          123.6    (f) RESET       3  
 DK1277
 DK1277.Superseded values are not recommended for survey control.
 DK1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1277.See file dsdata.txt to determine how the superseded data were derived.
 DK1277
 DK1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS739866(NAD 83)
 DK1277_MARKER: DB = BENCH MARK DISK
 DK1277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1277_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1277_STAMPING: 82V7W RESET 1973
 DK1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1277
 DK1277  HISTORY     - Date     Condition        Report By
 DK1277  HISTORY     - 1973     MONUMENTED       NGS
 DK1277
 DK1277                          STATION DESCRIPTION
 DK1277
 DK1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1277'9.1 MI SW FROM GREENVILLE.
 DK1277'LOCATED 9.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1277'INTERSECTION WITH STATE HIGHWAY 1 AT GREENVILLE, OR 0.45 MILE EAST OF
 DK1277'THE MISSISSIPPI RIVER BRIDGE, IN THE FRONT OF A METAL BUILDING AND AT
 DK1277'THE NORTHWEST CORNER OF A FIELD.  IT IS 69 FEET SOUTH OF THE CENTER OF
 DK1277'THE EAST BOUND LANE OF U.S. HIGHWAY 82, 55 FEET EAST OF THE CENTER OF
 DK1277'THE DRIVEWAY TO THE METAL BUILDING, 11 FEET EAST OF THE PROJECTED
 DK1277'PLANE OF THE EAST WALL OF THE BUILDING, 1 FOOT NORTHEAST OF THE POWER
 DK1277'POLE AND WITNESS SIGN, 8.5 FEET WEST OF A TELEPHONE GROUND CABLE
 DK1277'JUNCTION BOX, AND 11.5 FEET WEST OF THE WEST POLE OF A DOUBLE POLE
 DK1277'SUPPORTING A LARGE BOX OF THE POWER COMPANY.  IT IS A SHORT ROD TYPE
 DK1277'MARK ENCASED IN A 4-INCH WHITE PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0336 ***********************************************************************
 DK0336  DESIGNATION -  82 V 70 MSHD
 DK0336  PID         -  DK0336
 DK0336  STATE/COUNTY-  MS/LEFLORE
 DK0336  USGS QUAD   -  COLONY TOWN (1983)
 DK0336
 DK0336                         *CURRENT SURVEY CONTROL
 DK0336  ___________________________________________________________________
 DK0336* NAD 83(1986)-  33 28 12.     (N)    090 24 32.     (W)     SCALED    
 DK0336* NAVD 88     -        35.672  (meters)     117.03   (feet)  ADJUSTED  
 DK0336  ___________________________________________________________________
 DK0336  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0336  DYNAMIC HT  -          35.635 (meters)     116.91  (feet)  COMP
 DK0336  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DK0336
 DK0336  VERT ORDER  -  SECOND    CLASS 0
 DK0336
 DK0336.The horizontal coordinates were scaled from a topographic map and have
 DK0336.an estimated accuracy of +/- 6 seconds.
 DK0336
 DK0336.The orthometric height was determined by differential leveling
 DK0336.and adjusted in June 1991.
 DK0336
 DK0336.The geoid height was determined by GEOID03.
 DK0336
 DK0336.The dynamic height is computed by dividing the NAVD 88
 DK0336.geopotential number by the normal gravity value computed on the
 DK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0336.degrees latitude (g = 980.6199 gals.).
 DK0336
 DK0336.The modeled gravity was interpolated from observed gravity values.
 DK0336
 DK0336;                    North         East    Units  Estimated Accuracy
 DK0336;SPC MS W     -   440,170.      692,980.      MT  (+/- 180 meters Scaled)
 DK0336
 DK0336                          SUPERSEDED SURVEY CONTROL
 DK0336
 DK0336  NGVD 29 (??/??/??)   35.746  (m)          117.28   (f) ADJUSTED    2 0
 DK0336
 DK0336.Superseded values are not recommended for survey control.
 DK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0336.See file dsdata.txt to determine how the superseded data were derived.
 DK0336
 DK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT407063(NAD 83)
 DK0336_MARKER: DD = SURVEY DISK
 DK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0336_STAMPING: BM 82V-70 1966
 DK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0336+STABILITY: SURFACE MOTION
 DK0336
 DK0336  HISTORY     - Date     Condition        Report By
 DK0336  HISTORY     - 1966     MONUMENTED       MSHD
 DK0336  HISTORY     - 1967     GOOD             MSHD
 DK0336
 DK0336                          STATION DESCRIPTION
 DK0336
 DK0336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0336'5.1 MI SW FROM ITTA BENA.
 DK0336'THE MARK IS LOCATED 5.5 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0336'ITTA BENA IN THE NORTHEAST ANGLE OF A CROSSROADS AT THE SOUTH END OF
 DK0336'AN IRRIGATION DITCH, 5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM
 DK0336'ITS INTERSECTION WITH MISSISSIPPI HIGHWAY 3 AT THE NORTH EDGE OF
 DK0336'MOORHEAD, 2.6 MILES NORTHEAST OF THE LEFLORE-SUNFLOWER COUNTY LINE AND
 DK0336'IS IN THE NORTHEAST 1/4 OF SECTION 33, T 19N, R 2W.  IT IS 95 FEET
 DK0336'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 82, 27 FEET EAST OF THE CENTER
 DK0336'OF A GRAVELED ROAD, 123 FEET NORTH NORTHEAST OF THE CENTER OF THE
 DK0336'CROSSROADS, 2.5 FEET EAST OF POWER LINE POLE NO. 70-33-10, 2 FEET WEST
 DK0336'OF A METAL WITNESS POST, ABOUT LEVEL WITH U.S. HIGHWAY 82 AND PROJECTS
 DK0336'6 INCHES.  TO REACH FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY
 DK0336'STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO SOUTHWEST ON U.S.
 DK0336'HIGHWAY 82 FOR 5.1 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS
 DK0336'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0339 ***********************************************************************
 DK0339  DESIGNATION -  82 V 73 MSHD
 DK0339  PID         -  DK0339
 DK0339  STATE/COUNTY-  MS/LEFLORE
 DK0339  USGS QUAD   -  ITTA BENA (1983)
 DK0339
 DK0339                         *CURRENT SURVEY CONTROL
 DK0339  ___________________________________________________________________
 DK0339* NAD 83(1986)-  33 29 08.     (N)    090 22 25.     (W)     SCALED    
 DK0339* NAVD 88     -        36.460  (meters)     119.62   (feet)  ADJUSTED  
 DK0339  ___________________________________________________________________
 DK0339  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0339  DYNAMIC HT  -          36.422 (meters)     119.49  (feet)  COMP
 DK0339  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 DK0339
 DK0339  VERT ORDER  -  SECOND    CLASS 0
 DK0339
 DK0339.The horizontal coordinates were scaled from a topographic map and have
 DK0339.an estimated accuracy of +/- 6 seconds.
 DK0339
 DK0339.The orthometric height was determined by differential leveling
 DK0339.and adjusted in June 1991.
 DK0339
 DK0339.The geoid height was determined by GEOID03.
 DK0339
 DK0339.The dynamic height is computed by dividing the NAVD 88
 DK0339.geopotential number by the normal gravity value computed on the
 DK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0339.degrees latitude (g = 980.6199 gals.).
 DK0339
 DK0339.The modeled gravity was interpolated from observed gravity values.
 DK0339
 DK0339;                    North         East    Units  Estimated Accuracy
 DK0339;SPC MS W     -   441,890.      696,260.      MT  (+/- 180 meters Scaled)
 DK0339
 DK0339                          SUPERSEDED SURVEY CONTROL
 DK0339
 DK0339  NGVD 29 (??/??/??)   36.533  (m)          119.86   (f) ADJUSTED    2 0
 DK0339
 DK0339.Superseded values are not recommended for survey control.
 DK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0339.See file dsdata.txt to determine how the superseded data were derived.
 DK0339
 DK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT440082(NAD 83)
 DK0339_MARKER: DD = SURVEY DISK
 DK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0339_STAMPING: BM 82V-73 1966
 DK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0339+STABILITY: SURFACE MOTION
 DK0339
 DK0339  HISTORY     - Date     Condition        Report By
 DK0339  HISTORY     - 1966     MONUMENTED       MSHD
 DK0339  HISTORY     - 1967     GOOD             MSHD
 DK0339
 DK0339                          STATION DESCRIPTION
 DK0339
 DK0339'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0339'2.75 MI SW FROM ITTA BENA.
 DK0339'THE MARK IS LOCATED 3.2 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0339'ITTA BENA AT THE NORTHEAST CORNER OF A ROADSIDE PARK PAVILION, 4.45
 DK0339'MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH
 DK0339'MISSISSIPPI HIGHWAY 7 AT THE NORTHEAST EDGE OF ITTA BENA, 0.45 MILE
 DK0339'SOUTHWEST OF A CROSSROADS AND IS IN THE NORTHEAST 1/4 OF SECTION 26, T
 DK0339'19N, R 2W.  IT IS 2 FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE
 DK0339'FLOOR FOR THE PAVILION, 5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 DK0339'PAVILION, 156.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 82, 37 FEET
 DK0339'NORTHWEST OF A POWER LINE POLE WITH A LAMP ON IT, 98.5 FEET WEST
 DK0339'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 85.5 FEET NORTHWEST
 DK0339'OF A RIGHT-OF-WAY MARKER, 3 FEET NORTHWEST OF THE EXTENDED NORTH WALL
 DK0339'OF THE PAVILION, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET
 DK0339'BELOW THE LEVEL OF U.S. HIGHWAY 82 AND PROJECTS 2 INCHES. TO REACH
 DK0339'FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY STATE COLLEGE AT THE
 DK0339'NORTHEAST EDGE OF ITTA BENA GO SOUTHWEST ON U.S. HIGHWAY 82 FOR 2.75
 DK0339'MILES TO A ROADSIDE PARK AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0340 ***********************************************************************
 DK0340  DESIGNATION -  82 V 74 MSHD
 DK0340  PID         -  DK0340
 DK0340  STATE/COUNTY-  MS/LEFLORE
 DK0340  USGS QUAD   -  ITTA BENA (1983)
 DK0340
 DK0340                         *CURRENT SURVEY CONTROL
 DK0340  ___________________________________________________________________
 DK0340* NAD 83(1986)-  33 29 22.     (N)    090 21 57.     (W)     SCALED    
 DK0340* NAVD 88     -        36.632  (meters)     120.18   (feet)  ADJUSTED  
 DK0340  ___________________________________________________________________
 DK0340  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0340  DYNAMIC HT  -          36.594 (meters)     120.06  (feet)  COMP
 DK0340  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DK0340
 DK0340  VERT ORDER  -  SECOND    CLASS 0
 DK0340
 DK0340.The horizontal coordinates were scaled from a topographic map and have
 DK0340.an estimated accuracy of +/- 6 seconds.
 DK0340
 DK0340.The orthometric height was determined by differential leveling
 DK0340.and adjusted in June 1991.
 DK0340
 DK0340.The geoid height was determined by GEOID03.
 DK0340
 DK0340.The dynamic height is computed by dividing the NAVD 88
 DK0340.geopotential number by the normal gravity value computed on the
 DK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0340.degrees latitude (g = 980.6199 gals.).
 DK0340
 DK0340.The modeled gravity was interpolated from observed gravity values.
 DK0340
 DK0340;                    North         East    Units  Estimated Accuracy
 DK0340;SPC MS W     -   442,320.      696,980.      MT  (+/- 180 meters Scaled)
 DK0340
 DK0340                          SUPERSEDED SURVEY CONTROL
 DK0340
 DK0340  NGVD 29 (??/??/??)   36.706  (m)          120.43   (f) ADJUSTED    2 0
 DK0340
 DK0340.Superseded values are not recommended for survey control.
 DK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0340.See file dsdata.txt to determine how the superseded data were derived.
 DK0340
 DK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT447086(NAD 83)
 DK0340_MARKER: DD = SURVEY DISK
 DK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0340_STAMPING: BM 82V-74 1966
 DK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0340+STABILITY: SURFACE MOTION
 DK0340
 DK0340  HISTORY     - Date     Condition        Report By
 DK0340  HISTORY     - 1966     MONUMENTED       MSHD
 DK0340  HISTORY     - 1967     GOOD             MSHD
 DK0340
 DK0340                          STATION DESCRIPTION
 DK0340
 DK0340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0340'2.3 MI SW FROM ITTA BENA.
 DK0340'THE MARK IS LOCATED 2.7 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0340'ITTA BENA IN THE NORTHEAST ANGLE OF A CROSSROADS, 3.9 MILES SOUTHWEST
 DK0340'ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH MISSISSIPPI HIGHWAY 7
 DK0340'AT THE NORTHEAST EDGE OF ITTA BENA AND IS IN THE NORTHWEST 1/4 OF
 DK0340'SECTION 25, T 19N, R 2W.  IT IS 97 FEET NORTHWEST OF THE CENTER OF
 DK0340'U.S. HIGHWAY 82, 36 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 DK0340'149.5 FEET NORTH NORTHEAST OF THE CENTER OF THE INTERSECTION, 16 FEET
 DK0340'SOUTHEAST OF THE SOUTHEAST EDGE OF A DITCH, 3 FEET WEST OF POWER LINE
 DK0340'POLE NO. 70-26-1, 1.9 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT
 DK0340'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM
 DK0340'THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY STATE COLLEGE AT THE
 DK0340'NORTHWEST EDGE OF ITTA BENA GO SOUTHWEST ON U.S. HIGHWAY 82 FOR 2.3
 DK0340'MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0342 ***********************************************************************
 DK0342  DESIGNATION -  82 V 75 MSHD
 DK0342  PID         -  DK0342
 DK0342  STATE/COUNTY-  MS/LEFLORE
 DK0342  USGS QUAD   -  ITTA BENA (1983)
 DK0342
 DK0342                         *CURRENT SURVEY CONTROL
 DK0342  ___________________________________________________________________
 DK0342* NAD 83(1986)-  33 29 41.     (N)    090 21 13.     (W)     SCALED    
 DK0342* NAVD 88     -        36.637  (meters)     120.20   (feet)  ADJUSTED  
 DK0342  ___________________________________________________________________
 DK0342  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0342  DYNAMIC HT  -          36.600 (meters)     120.08  (feet)  COMP
 DK0342  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 DK0342
 DK0342  VERT ORDER  -  SECOND    CLASS 0
 DK0342
 DK0342.The horizontal coordinates were scaled from a topographic map and have
 DK0342.an estimated accuracy of +/- 6 seconds.
 DK0342
 DK0342.The orthometric height was determined by differential leveling
 DK0342.and adjusted in June 1991.
 DK0342
 DK0342.The geoid height was determined by GEOID03.
 DK0342
 DK0342.The dynamic height is computed by dividing the NAVD 88
 DK0342.geopotential number by the normal gravity value computed on the
 DK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0342.degrees latitude (g = 980.6199 gals.).
 DK0342
 DK0342.The modeled gravity was interpolated from observed gravity values.
 DK0342
 DK0342;                    North         East    Units  Estimated Accuracy
 DK0342;SPC MS W     -   442,910.      698,120.      MT  (+/- 180 meters Scaled)
 DK0342
 DK0342                          SUPERSEDED SURVEY CONTROL
 DK0342
 DK0342  NGVD 29 (??/??/??)   36.710  (m)          120.44   (f) ADJUSTED    2 0
 DK0342
 DK0342.Superseded values are not recommended for survey control.
 DK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0342.See file dsdata.txt to determine how the superseded data were derived.
 DK0342
 DK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT458092(NAD 83)
 DK0342_MARKER: DD = SURVEY DISK
 DK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0342_STAMPING: BM 82V-75 1966
 DK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0342+STABILITY: SURFACE MOTION
 DK0342
 DK0342  HISTORY     - Date     Condition        Report By
 DK0342  HISTORY     - 1966     MONUMENTED       MSHD
 DK0342  HISTORY     - 1967     GOOD             MSHD
 DK0342
 DK0342                          STATION DESCRIPTION
 DK0342
 DK0342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0342'1.4 MI SW FROM ITTA BENA.
 DK0342'THE MARK IS LOCATED 2 MILES WEST SOUTHWEST OF THE APPROXIMATE CENTER
 DK0342'OF ITTA BENA IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 3.0 MILES
 DK0342'SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH MISSISSIPPI
 DK0342'HIGHWAY 7 AT THE NORTHEAST EDGE OF ITTA BENA AND IS IN THE SOUTHEAST
 DK0342'1/4 OF SECTION 24, T 19N, R 2W.  IT IS 95 FEET NORTHWEST OF THE CENTER
 DK0342'OF U.S. HIGHWAY 82, 98 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 DK0342'DRIVEWAY, 97 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL METAL
 DK0342'SHOP, 78.5 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 DK0342'FOUNDATION, 2 FEET NORTHEAST OF POWER LINE POLE NO. 70-24-45, 2 FEET
 DK0342'SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF U.S.
 DK0342'HIGHWAY 82 AND PROJECTS 5 INCHES. TO REACH FROM THE MAIN ENTRANCE TO
 DK0342'THE MISSISSIPPI VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA
 DK0342'BENA GO SOUTHWEST ON U.S. HIGHWAY 82 FOR 1.4 MILES TO A DRIVEWAY
 DK0342'LEADING INTO A JUNK YARD AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0150 ***********************************************************************
 DK0150  DESIGNATION -  82 V 76 MSHD
 DK0150  PID         -  DK0150
 DK0150  STATE/COUNTY-  MS/LEFLORE
 DK0150  USGS QUAD   -  SHELLMOUND (1983)
 DK0150
 DK0150                         *CURRENT SURVEY CONTROL
 DK0150  ___________________________________________________________________
 DK0150* NAD 83(1986)-  33 30 11.     (N)    090 20 39.     (W)     SCALED    
 DK0150* NAVD 88     -        38.773  (meters)     127.21   (feet)  ADJUSTED  
 DK0150  ___________________________________________________________________
 DK0150  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0150  DYNAMIC HT  -          38.733 (meters)     127.08  (feet)  COMP
 DK0150  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 DK0150
 DK0150  VERT ORDER  -  SECOND    CLASS 0
 DK0150
 DK0150.The horizontal coordinates were scaled from a topographic map and have
 DK0150.an estimated accuracy of +/- 6 seconds.
 DK0150
 DK0150.The orthometric height was determined by differential leveling
 DK0150.and adjusted in June 1991.
 DK0150
 DK0150.The geoid height was determined by GEOID03.
 DK0150
 DK0150.The dynamic height is computed by dividing the NAVD 88
 DK0150.geopotential number by the normal gravity value computed on the
 DK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0150.degrees latitude (g = 980.6199 gals.).
 DK0150
 DK0150.The modeled gravity was interpolated from observed gravity values.
 DK0150
 DK0150;                    North         East    Units  Estimated Accuracy
 DK0150;SPC MS W     -   443,830.      698,990.      MT  (+/- 180 meters Scaled)
 DK0150
 DK0150                          SUPERSEDED SURVEY CONTROL
 DK0150
 DK0150  NGVD 29 (??/??/??)   38.845  (m)          127.44   (f) ADJUSTED    2 0
 DK0150
 DK0150.Superseded values are not recommended for survey control.
 DK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0150.See file dsdata.txt to determine how the superseded data were derived.
 DK0150
 DK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT467102(NAD 83)
 DK0150_MARKER: DD = SURVEY DISK
 DK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0150_STAMPING: BM 82V-76 1966
 DK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0150+STABILITY: SURFACE MOTION
 DK0150
 DK0150  HISTORY     - Date     Condition        Report By
 DK0150  HISTORY     - 1966     MONUMENTED       MSHD
 DK0150  HISTORY     - 1967     GOOD             MSHD
 DK0150
 DK0150                          STATION DESCRIPTION
 DK0150
 DK0150'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0150'0.55 MI SW FROM ITTA BENA.
 DK0150'THE MARK IS LOCATED 1.5 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0150'ITTA BENA IN THE SOUTHWEST ANGLE OF A CROSSROADS, 2.2 MILES SOUTHWEST
 DK0150'ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH MISSISSIPPI HIGHWAY 7
 DK0150'AT THE NORTHEAST EDGE OF ITTA BENA AND IN THE NORTHWEST 1/4 OF SECTION
 DK0150'19, T 19N, R 1W.  IT IS 104 FEET NORTHWEST OF THE CENTER OF U.S.
 DK0150'HIGHWAY 82, 256 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 299.5
 DK0150'FEET SOUTHWEST OF THE CENTER OF THE CROSSROADS, 6 FEET SOUTHWEST OF A
 DK0150'POWER LINE POLE WITH THREE TRANSFORMERS, 5 FEET NORTHWEST OF THE EDGE
 DK0150'OF A BANK, 5.5 FEET SOUTH SOUTHWEST OF POWER LINE POLE NO. 71-19-29, 2
 DK0150'FEET SOUTHWEST OF A METAL WITNESS POST ON LINE WITH THE EXTENDED SOUTH
 DK0150'WALL OF A FRAME HOUSE, ABOUT LEVEL WITH HIGHWAY 82 AND PROJECTS 5
 DK0150'INCHES.  TO REACH FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY
 DK0150'STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO SOUTHWEST ON U.S.
 DK0150'HIGHWAY 82 FOR 0.55 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS
 DK0150'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0149 ***********************************************************************
 DK0149  DESIGNATION -  82 V 77 MSHD
 DK0149  PID         -  DK0149
 DK0149  STATE/COUNTY-  MS/LEFLORE
 DK0149  USGS QUAD   -  SHELLMOUND (1983)
 DK0149
 DK0149                         *CURRENT SURVEY CONTROL
 DK0149  ___________________________________________________________________
 DK0149* NAD 83(1986)-  33 30 17.     (N)    090 21 11.     (W)     SCALED    
 DK0149* NAVD 88     -        37.807  (meters)     124.04   (feet)  ADJUSTED  
 DK0149  ___________________________________________________________________
 DK0149  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0149  DYNAMIC HT  -          37.768 (meters)     123.91  (feet)  COMP
 DK0149  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DK0149
 DK0149  VERT ORDER  -  SECOND    CLASS 0
 DK0149
 DK0149.The horizontal coordinates were scaled from a topographic map and have
 DK0149.an estimated accuracy of +/- 6 seconds.
 DK0149
 DK0149.The orthometric height was determined by differential leveling
 DK0149.and adjusted in June 1991.
 DK0149
 DK0149.The geoid height was determined by GEOID03.
 DK0149
 DK0149.The dynamic height is computed by dividing the NAVD 88
 DK0149.geopotential number by the normal gravity value computed on the
 DK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0149.degrees latitude (g = 980.6199 gals.).
 DK0149
 DK0149.The modeled gravity was interpolated from observed gravity values.
 DK0149
 DK0149;                    North         East    Units  Estimated Accuracy
 DK0149;SPC MS W     -   444,020.      698,170.      MT  (+/- 180 meters Scaled)
 DK0149
 DK0149                          SUPERSEDED SURVEY CONTROL
 DK0149
 DK0149  NGVD 29 (??/??/??)   37.880  (m)          124.28   (f) ADJUSTED    2 0
 DK0149
 DK0149.Superseded values are not recommended for survey control.
 DK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0149.See file dsdata.txt to determine how the superseded data were derived.
 DK0149
 DK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT458103(NAD 83)
 DK0149_MARKER: DD = SURVEY DISK
 DK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0149_STAMPING: 82V-77 1966
 DK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0149+STABILITY: SURFACE MOTION
 DK0149
 DK0149  HISTORY     - Date     Condition        Report By
 DK0149  HISTORY     - 1966     MONUMENTED       MSHD
 DK0149  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0149
 DK0149                          STATION DESCRIPTION
 DK0149
 DK0149'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0149'2.1 MI NW FROM ITTA BENA.
 DK0149'THE MARK IS LOCATED APPROXIMATELY 2.1 MILES NORTHWEST OF ITTA BENA
 DK0149'NEAR THE SOUTHEAST CORNER OF THE DIXIE DUSTERS AND SPRAYERS HANGAR,
 DK0149'0.6 MILE WEST ALONG A BLACKTOP ROAD FROM ITS CROSSING WITH U.S.
 DK0149'HIGHWAY 82, AND IN THE SOUTHEAST 1/4 OF SECTION 13, T 19N, R 2W.  IT
 DK0149'IS 49 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 25 FEET NORTHEAST
 DK0149'OF A POWER POLE WITH A TRANSFORMER ON IT, 12 FEET SOUTHWEST OF THE
 DK0149'SOUTHEAST CORNER OF THE HANGAR, 8 FEET WEST OF A POLE WITH A WIND
 DK0149'DIRECTION INDICATOR, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 DK0149'LEVEL WITH THE BLACKTOP ROAD, AND PROJECTS 2 INCHES.  TO REACH FROM
 DK0149'THE U.S. POST OFFICE IN ITTA BENA GO SOUTHWEST ON HUMPHREYS STREET FOR
 DK0149'0.05 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 7. TURN RIGHT
 DK0149'(NORTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 7 FOR 2.25 MILES TO
 DK0149'THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (SOUTHWEST) AND
 DK0149'CONTINUE ON U.S. HIGHWAY 82 FOR 2.3 MILES TO A CROSSROADS, TURN RIGHT
 DK0149'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.6 MILE TO THE HANGAR AND
 DK0149'THE MARK ON THE RIGHT.  NOTE-- A CONCRETE BLOCK BUILDING HAS BEEN
 DK0149'BUILT ON THE SOUTH SIDE OF THE HANGAR AND IN THE AREA NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0148 ***********************************************************************
 DK0148  DESIGNATION -  82 V 78 MSHD
 DK0148  PID         -  DK0148
 DK0148  STATE/COUNTY-  MS/LEFLORE
 DK0148  USGS QUAD   -  SHELLMOUND (1983)
 DK0148
 DK0148                         *CURRENT SURVEY CONTROL
 DK0148  ___________________________________________________________________
 DK0148* NAD 83(1986)-  33 30 18.     (N)    090 21 11.     (W)     SCALED    
 DK0148* NAVD 88     -        37.608  (meters)     123.39   (feet)  ADJUSTED  
 DK0148  ___________________________________________________________________
 DK0148  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0148  DYNAMIC HT  -          37.569 (meters)     123.26  (feet)  COMP
 DK0148  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DK0148
 DK0148  VERT ORDER  -  SECOND    CLASS 0
 DK0148
 DK0148.The horizontal coordinates were scaled from a topographic map and have
 DK0148.an estimated accuracy of +/- 6 seconds.
 DK0148
 DK0148.The orthometric height was determined by differential leveling
 DK0148.and adjusted in June 1991.
 DK0148
 DK0148.The geoid height was determined by GEOID03.
 DK0148
 DK0148.The dynamic height is computed by dividing the NAVD 88
 DK0148.geopotential number by the normal gravity value computed on the
 DK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0148.degrees latitude (g = 980.6199 gals.).
 DK0148
 DK0148.The modeled gravity was interpolated from observed gravity values.
 DK0148
 DK0148;                    North         East    Units  Estimated Accuracy
 DK0148;SPC MS W     -   444,050.      698,170.      MT  (+/- 180 meters Scaled)
 DK0148
 DK0148                          SUPERSEDED SURVEY CONTROL
 DK0148
 DK0148  NGVD 29 (??/??/??)   37.680  (m)          123.62   (f) ADJUSTED    2 0
 DK0148
 DK0148.Superseded values are not recommended for survey control.
 DK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0148.See file dsdata.txt to determine how the superseded data were derived.
 DK0148
 DK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT458104(NAD 83)
 DK0148_MARKER: DD = SURVEY DISK
 DK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0148_STAMPING: BM 82V-78 1966
 DK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0148+STABILITY: SURFACE MOTION
 DK0148
 DK0148  HISTORY     - Date     Condition        Report By
 DK0148  HISTORY     - 1966     MONUMENTED       MSHD
 DK0148  HISTORY     - 1967     GOOD             MSHD
 DK0148
 DK0148                          STATION DESCRIPTION
 DK0148
 DK0148'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0148'1.1 MI SW FROM ITTA BENA.
 DK0148'THE MARK IS LOCATED 2.0 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0148'ITTA BENA AT THE NORTHWEST CORNER OF THE DIXIE DUSTERS AND SPRAYERS
 DK0148'HANGAR, APPROXIMATELY 0.5 MILE WEST OF THE CENTER OF U.S. HIGHWAY 82
 DK0148'AND IS IN THE SOUTHEAST 1/4 OF SECTION 13, T 19N, R 2W.  IT IS 110
 DK0148'FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 2 FEET NORTH OF THE
 DK0148'NORTHWEST CORNER OF THE HANGAR, 1.5 FEET NORTHEAST OF A METAL WITNESS
 DK0148'POST, ABOUT LEVEL WITH THE BLACKTOP ROAD AND IS FLUSH WITH THE GROUND.
 DK0148'TO REACH FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY STATE
 DK0148'COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO SOUTHWEST ON U.S.
 DK0148'HIGHWAY 82 FOR 0.55 MILE TO A CROSSROADS.  TURN RIGHT (WEST) AND
 DK0148'CONTINUE ON A BLACKTOP ROAD FOR 0.55 MILE TO THE DIXIE DUSTERS AND
 DK0148'SPRAYERS HANGAR AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0343 ***********************************************************************
 DK0343  DESIGNATION -  82 V 79 MSHD
 DK0343  PID         -  DK0343
 DK0343  STATE/COUNTY-  MS/LEFLORE
 DK0343  USGS QUAD   -  ITTA BENA (1983)
 DK0343
 DK0343                         *CURRENT SURVEY CONTROL
 DK0343  ___________________________________________________________________
 DK0343* NAD 83(1986)-  33 29 52.     (N)    090 19 51.     (W)     SCALED    
 DK0343* NAVD 88     -        38.475  (meters)     126.23   (feet)  ADJUSTED  
 DK0343  ___________________________________________________________________
 DK0343  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0343  DYNAMIC HT  -          38.435 (meters)     126.10  (feet)  COMP
 DK0343  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DK0343
 DK0343  VERT ORDER  -  SECOND    CLASS 0
 DK0343
 DK0343.The horizontal coordinates were scaled from a topographic map and have
 DK0343.an estimated accuracy of +/- 6 seconds.
 DK0343
 DK0343.The orthometric height was determined by differential leveling
 DK0343.and adjusted in June 1991.
 DK0343
 DK0343.The geoid height was determined by GEOID03.
 DK0343
 DK0343.The dynamic height is computed by dividing the NAVD 88
 DK0343.geopotential number by the normal gravity value computed on the
 DK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0343.degrees latitude (g = 980.6199 gals.).
 DK0343
 DK0343.The modeled gravity was interpolated from observed gravity values.
 DK0343
 DK0343;                    North         East    Units  Estimated Accuracy
 DK0343;SPC MS W     -   443,250.      700,230.      MT  (+/- 180 meters Scaled)
 DK0343
 DK0343                          SUPERSEDED SURVEY CONTROL
 DK0343
 DK0343  NGVD 29 (??/??/??)   38.548  (m)          126.47   (f) ADJUSTED    2 0
 DK0343
 DK0343.Superseded values are not recommended for survey control.
 DK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0343.See file dsdata.txt to determine how the superseded data were derived.
 DK0343
 DK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT479096(NAD 83)
 DK0343_MARKER: DD = SURVEY DISK
 DK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0343_STAMPING: BM 82V-79 1966
 DK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0343+STABILITY: SURFACE MOTION
 DK0343
 DK0343  HISTORY     - Date     Condition        Report By
 DK0343  HISTORY     - 1966     MONUMENTED       MSHD
 DK0343  HISTORY     - 1967     GOOD             MSHD
 DK0343
 DK0343                          STATION DESCRIPTION
 DK0343
 DK0343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0343'IN ITTA BENA.
 DK0343'THE MARK IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 DK0343'BIRCH AND GRANT STREET IN THE NORTHWEST SECTION OF ITTA BENA AND IS IN
 DK0343'THE NORTHWEST 1/4 OF SECTION 20, T 19N, R 1W.  IT IS 25.5 FEET EAST OF
 DK0343'THE CENTER OF GRANT STREET, 14 FEET SOUTH OF THE CENTER OF BIRCH
 DK0343'STREET, 29 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 29.5 FEET
 DK0343'SOUTHEAST OF THE SIGN LABELING THE NAME OF THE STREETS, 7 FEET EAST OF
 DK0343'A POWER LINE POLE, 22 FEET WEST OF A POWER LINE POLE WITH GUY WIRES, 7
 DK0343'FEET WEST OF THE EXTENDED WEST WALL OF A HOUSE WITH TWO APARTMENTS,
 DK0343'1.5 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST,
 DK0343'ABOUT LEVEL WITH BIRCH STREET AND PROJECTS 4 INCHES. TO REACH FROM THE
 DK0343'BANK OF ITTA BENA GO NORTHWEST ON MISSISSIPPI HIGHWAY 7 FOR 0.1 MILE
 DK0343'TO HOBSON STREET ON THE LEFT.  TURN LEFT (WEST) AND CONTINUE ON HOBSON
 DK0343'STREET FOR 0.55 MILE TO THE INTERSECTION OF GRAMMAGE STREET. TURN
 DK0343'RIGHT (NORTH) AND CONTINUE ON GRAMMAGE STREET FOR 0.05 MILE WHERE THE
 DK0343'STREET CURVES DUE WEST AND GRANT STREET IS STRAIGHT AHEAD. CONTINUE
 DK0343'NORTH ON GRANT STREET FOR APPROXIMATELY 50 FEET TO BIRCH STREET AND
 DK0343'THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0226 ***********************************************************************
 DJ0226  DESIGNATION -  82 V 8
 DJ0226  PID         -  DJ0226
 DJ0226  STATE/COUNTY-  MS/LOWNDES
 DJ0226  USGS QUAD   -  STEENS (1987)
 DJ0226
 DJ0226                         *CURRENT SURVEY CONTROL
 DJ0226  ___________________________________________________________________
 DJ0226* NAD 83(1986)-  33 30 01.     (N)    088 21 28.     (W)     SCALED    
 DJ0226* NAVD 88     -        58.186  (meters)     190.90   (feet)  ADJUSTED  
 DJ0226  ___________________________________________________________________
 DJ0226  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0226  DYNAMIC HT  -          58.124 (meters)     190.70  (feet)  COMP
 DJ0226  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DJ0226
 DJ0226  VERT ORDER  -  SECOND    CLASS 0
 DJ0226
 DJ0226.The horizontal coordinates were scaled from a topographic map and have
 DJ0226.an estimated accuracy of +/- 6 seconds.
 DJ0226
 DJ0226.The orthometric height was determined by differential leveling
 DJ0226.and adjusted in June 1991.
 DJ0226
 DJ0226.The geoid height was determined by GEOID03.
 DJ0226
 DJ0226.The dynamic height is computed by dividing the NAVD 88
 DJ0226.geopotential number by the normal gravity value computed on the
 DJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0226.degrees latitude (g = 980.6199 gals.).
 DJ0226
 DJ0226.The modeled gravity was interpolated from observed gravity values.
 DJ0226
 DJ0226;                    North         East    Units  Estimated Accuracy
 DJ0226;SPC MS E     -   443,620.      344,190.      MT  (+/- 180 meters Scaled)
 DJ0226
 DJ0226                          SUPERSEDED SURVEY CONTROL
 DJ0226
 DJ0226  NGVD 29 (??/??/92)   58.14   (m)          190.7    (f) COMPUTED    2 0
 DJ0226
 DJ0226.Superseded values are not recommended for survey control.
 DJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0226.See file dsdata.txt to determine how the superseded data were derived.
 DJ0226
 DJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC738075(NAD 83)
 DJ0226_MARKER: DD = SURVEY DISK
 DJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0226_STAMPING: BM 82V-8 1964
 DJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0226+STABILITY: SURFACE MOTION
 DJ0226
 DJ0226  HISTORY     - Date     Condition        Report By
 DJ0226  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0226
 DJ0226                          STATION DESCRIPTION
 DJ0226
 DJ0226'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0226'3.5 MI E FROM COLUMBUS.
 DJ0226'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON U. S. HIGHWAY 82
 DJ0226'FOR 2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH ON LEHMBURG ROAD
 DJ0226'AND GO 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, EAST AND GO 0.25
 DJ0226'MILE ON A GRAVEL ROAD LEADING TO MR. BENNETTS HOME, PASS BETWEEN THE
 DJ0226'HOUSE AND A BARN AND FOLLOW A TRACK ROAD TO A TVA POWERLINE AND THE
 DJ0226'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 DJ0226'ROUND, CONCRETE POST.  IT IS 3.1 FEET SOUTHWEST OF A FENCE POST, 67.3
 DJ0226'FEET SOUTHEAST OF A 10-INCH WATER OAK, 91.5 FEET WEST OF AN 18-INCH
 DJ0226'WATER OAK AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.5
 DJ0226'FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1278 ***********************************************************************
 DK1278  DESIGNATION -  82 V 8 W
 DK1278  PID         -  DK1278
 DK1278  STATE/COUNTY-  MS/WASHINGTON
 DK1278  USGS QUAD   -  RED LEAF (1970)
 DK1278
 DK1278                         *CURRENT SURVEY CONTROL
 DK1278  ___________________________________________________________________
 DK1278* NAD 83(1986)-  33 18 35.     (N)    091 07 32.     (W)     SCALED    
 DK1278* NAVD 88     -        37.763  (meters)     123.89   (feet)  ADJUSTED  
 DK1278  ___________________________________________________________________
 DK1278  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK1278  DYNAMIC HT  -          37.723 (meters)     123.76  (feet)  COMP
 DK1278  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 DK1278
 DK1278  VERT ORDER  -  SECOND    CLASS 0
 DK1278
 DK1278.The horizontal coordinates were scaled from a topographic map and have
 DK1278.an estimated accuracy of +/- 6 seconds.
 DK1278
 DK1278.The orthometric height was determined by differential leveling
 DK1278.and adjusted in June 1991.
 DK1278
 DK1278.The geoid height was determined by GEOID03.
 DK1278
 DK1278.The dynamic height is computed by dividing the NAVD 88
 DK1278.geopotential number by the normal gravity value computed on the
 DK1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1278.degrees latitude (g = 980.6199 gals.).
 DK1278
 DK1278.The modeled gravity was interpolated from observed gravity values.
 DK1278
 DK1278;                    North         East    Units  Estimated Accuracy
 DK1278;SPC MS W     -   422,670.      626,230.      MT  (+/- 180 meters Scaled)
 DK1278
 DK1278                          SUPERSEDED SURVEY CONTROL
 DK1278
 DK1278  NGVD 29 (??/??/??)   37.823  (m)          124.09   (f) ADJUSTED    2 0
 DK1278
 DK1278.Superseded values are not recommended for survey control.
 DK1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1278.See file dsdata.txt to determine how the superseded data were derived.
 DK1278
 DK1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS745871(NAD 83)
 DK1278_MARKER: DD = SURVEY DISK
 DK1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1278_STAMPING: BM 82V-8W (1966)
 DK1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1278+STABILITY: SURFACE MOTION
 DK1278
 DK1278  HISTORY     - Date     Condition        Report By
 DK1278  HISTORY     - 1966     MONUMENTED       MSHD
 DK1278  HISTORY     - 1967     GOOD             MSHD
 DK1278
 DK1278                          STATION DESCRIPTION
 DK1278
 DK1278'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1278'8.55 MI SW FROM GREENVILLE.
 DK1278'LOCATED 8.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1278'INTERSECTION WITH MISSISSIPPI HIGHWAY 1 IN THE NORTH RIGHT-OF-WAY AND
 DK1278'1 MILE NORTHEAST OF THE MISSISSIPPI RIVER BRIDGE AND IN THE NORTHWEST
 DK1278'ANGLE OF A FIELD ROAD. TO REACH FROM THE U.S. POST OFFICE IN
 DK1278'GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1278'INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT (WEST) AND CONTINUE ON
 DK1278'U.S. HIGHWAY 82 FOR 7.65 MILES TO A FARM ROAD AND THE MARK ON THE
 DK1278'RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND
 DK1278'CONCRETE POST, 104 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 DK1278'FIELD ROAD AND HIGHWAY 82, 54 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 DK1278'82, 84 FEET SOUTHWEST OF THE CENTER OF THE FIELD ROAD, 51 FEET SOUTH
 DK1278'OF THE SOUTHEAST CORNER OF A BRICK SIDING HOUSE, 7.3 FEET NORTHEAST OF
 DK1278'POLE NO. 168, 3 FEET NORTHEAST OF THE MOST SOUTHERN POST OF A STUCKEYS
 DK1278'SIGN, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 1.5 FEET BELOW THE
 DK1278'LEVEL OF HIGHWAY 82, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0151 ***********************************************************************
 DK0151  DESIGNATION -  82 V 80 MSHD
 DK0151  PID         -  DK0151
 DK0151  STATE/COUNTY-  MS/LEFLORE
 DK0151  USGS QUAD   -  SHELLMOUND (1983)
 DK0151
 DK0151                         *CURRENT SURVEY CONTROL
 DK0151  ___________________________________________________________________
 DK0151* NAD 83(1986)-  33 30 38.     (N)    090 20 12.     (W)     SCALED    
 DK0151* NAVD 88     -        38.319  (meters)     125.72   (feet)  ADJUSTED  
 DK0151  ___________________________________________________________________
 DK0151  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0151  DYNAMIC HT  -          38.279 (meters)     125.59  (feet)  COMP
 DK0151  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 DK0151
 DK0151  VERT ORDER  -  SECOND    CLASS 0
 DK0151
 DK0151.The horizontal coordinates were scaled from a topographic map and have
 DK0151.an estimated accuracy of +/- 6 seconds.
 DK0151
 DK0151.The orthometric height was determined by differential leveling
 DK0151.and adjusted in June 1991.
 DK0151
 DK0151.The geoid height was determined by GEOID03.
 DK0151
 DK0151.The dynamic height is computed by dividing the NAVD 88
 DK0151.geopotential number by the normal gravity value computed on the
 DK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0151.degrees latitude (g = 980.6199 gals.).
 DK0151
 DK0151.The modeled gravity was interpolated from observed gravity values.
 DK0151
 DK0151;                    North         East    Units  Estimated Accuracy
 DK0151;SPC MS W     -   444,660.      699,690.      MT  (+/- 180 meters Scaled)
 DK0151
 DK0151                          SUPERSEDED SURVEY CONTROL
 DK0151
 DK0151  NGVD 29 (??/??/??)   38.390  (m)          125.95   (f) ADJUSTED    2 0
 DK0151
 DK0151.Superseded values are not recommended for survey control.
 DK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0151.See file dsdata.txt to determine how the superseded data were derived.
 DK0151
 DK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT473110(NAD 83)
 DK0151_MARKER: DD = SURVEY DISK
 DK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0151_STAMPING: BM 82V-80 1966
 DK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0151+STABILITY: SURFACE MOTION
 DK0151
 DK0151  HISTORY     - Date     Condition        Report By
 DK0151  HISTORY     - 1966     MONUMENTED       MSHD
 DK0151  HISTORY     - 1967     GOOD             MSHD
 DK0151
 DK0151                          STATION DESCRIPTION
 DK0151
 DK0151'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0151'1.50 MI NW FROM ITTA BENA.
 DK0151'THE MARK IS LOCATED NORTHEAST OF THE ENTRANCE TO THE MISSISSIPPI
 DK0151'VALLEY STATE COLLEGE IN THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 82,
 DK0151'1.5 MILES NORTHWEST OF THE APPROXIMATE CENTER OF ITTA BENA, 1.6 MILES
 DK0151'SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S.
 DK0151'HIGHWAY 82 AT THE NORTHEAST EDGE OF ITTA BENA AND IS IN THE SOUTHEAST
 DK0151'1/4 OF SECTION 18, T 19N, R 1W.  IT IS 105 FEET NORTHWEST OF THE
 DK0151'CENTER OF U.S. HIGHWAY 82, 180 FEET NORTHEAST OF THE CENTER OF THE
 DK0151'ENTRANCE TO THE COLLEGE, 208 FEET NORTHEAST OF THE CENTER OF THE
 DK0151'INTERSECTION OF THE ENTRANCE WITH U.S. HIGHWAY 82, 92 FEET NORTHEAST
 DK0151'OF THE NORTHEAST CORNER OF A BRICK FENCE, 2.5 FEET NORTHEAST OF A
 DK0151'POWER LINE POLE WITH A TRANSFORMER ON IT, 2 FEET SOUTHWEST OF A METAL
 DK0151'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 DK0151'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0152 ***********************************************************************
 DK0152  DESIGNATION -  82 V 81 MSHD
 DK0152  PID         -  DK0152
 DK0152  STATE/COUNTY-  MS/LEFLORE
 DK0152  USGS QUAD   -  SHELLMOUND (1983)
 DK0152
 DK0152                         *CURRENT SURVEY CONTROL
 DK0152  ___________________________________________________________________
 DK0152* NAD 83(2007)-  33 31 13.44112(N)    090 19 39.77118(W)     ADJUSTED  
 DK0152* NAVD 88     -        39.142  (meters)     128.42   (feet)  ADJUSTED  
 DK0152  ___________________________________________________________________
 DK0152  EPOCH DATE  -        2002.00
 DK0152  X           -     -30,444.789 (meters)                     COMP
 DK0152  Y           -  -5,322,743.986 (meters)                     COMP
 DK0152  Z           -   3,502,227.940 (meters)                     COMP
 DK0152  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DK0152  ELLIP HEIGHT-          12.793 (meters)          (02/15/08) ADJUSTED
 DK0152  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0152  DYNAMIC HT  -          39.102 (meters)     128.29  (feet)  COMP
 DK0152  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 DK0152
 DK0152  HORZ ORDER  -  FIRST
 DK0152  VERT ORDER  -  SECOND    CLASS 0
 DK0152  ELLP ORDER  -  FOURTH    CLASS II
 DK0152
 DK0152.The horizontal coordinates were established by GPS observations
 DK0152.and adjusted by the EMC INCORPORATED in February 2008.
 DK0152
 DK0152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0152.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0152.The horizontal coordinates are valid at the epoch date displayed above.
 DK0152.The epoch date for horizontal control is a decimal equivalence
 DK0152.of Year/Month/Day.
 DK0152
 DK0152.The orthometric height was determined by differential leveling
 DK0152.and adjusted in June 1991.
 DK0152
 DK0152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0152
 DK0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0152
 DK0152.The ellipsoidal height was determined by GPS observations
 DK0152.and is referenced to NAD 83.
 DK0152
 DK0152.The geoid height was determined by GEOID03.
 DK0152
 DK0152.The dynamic height is computed by dividing the NAVD 88
 DK0152.geopotential number by the normal gravity value computed on the
 DK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0152.degrees latitude (g = 980.6199 gals.).
 DK0152
 DK0152.The modeled gravity was interpolated from observed gravity values.
 DK0152
 DK0152;                    North         East     Units Scale Factor Converg.
 DK0152;SPC MS W     -   445,753.622   700,521.994   MT  0.99995000   +0 00 11.2
 DK0152;SPC MS W     - 1,462,443.34  2,298,295.91   sFT  0.99995000   +0 00 11.2
 DK0152;UTM  15      - 3,712,178.656   748,193.402   MT  1.00035951   +1 28 35.3
 DK0152
 DK0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0152!SPC MS W     -   0.99999799  x   0.99995000  =   0.99994799
 DK0152!UTM  15      -   0.99999799  x   1.00035951  =   1.00035750
 DK0152
 DK0152                          SUPERSEDED SURVEY CONTROL
 DK0152
 DK0152  NAVD 88 (02/15/08)   39.14   (m)          128.4    (f) LEVELING    3  
 DK0152  NGVD 29 (??/??/??)   39.213  (m)          128.65   (f) ADJUSTED    2 0
 DK0152
 DK0152.Superseded values are not recommended for survey control.
 DK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0152.See file dsdata.txt to determine how the superseded data were derived.
 DK0152
 DK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4819312179(NAD 83)
 DK0152_MARKER: DD = SURVEY DISK
 DK0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0152_STAMPING: BM 82V-81 1966
 DK0152_MARK LOGO: NONE  
 DK0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0152+STABILITY: SURFACE MOTION
 DK0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0152+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2007
 DK0152
 DK0152  HISTORY     - Date     Condition        Report By
 DK0152  HISTORY     - 1966     MONUMENTED       MSHD
 DK0152  HISTORY     - 1967     GOOD             MSHD
 DK0152  HISTORY     - 20070118 GOOD             EMCINC
 DK0152
 DK0152                          STATION DESCRIPTION
 DK0152
 DK0152'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0152'0.7 MI NE FROM ITTA BENA.
 DK0152'THE MARK IS LOCATED 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0152'INTERSECTION WITH MISSISSIPPI HIGHWAY 7 AT THE NORTHEAST EDGE OF ITTA
 DK0152'BENA IN THE NORTHWEST ANGLE OF A CROSSROADS AND IS IN THE SOUTHWEST
 DK0152'1/4 OF SECTION 8, T 19N, R 1W.  IT IS 110.5 FEET NORTHWEST OF THE
 DK0152'CENTER OF THE CROSSROADS, 15 FEET SOUTHWEST OF THE CENTER OF A GRAVEL
 DK0152'ROAD, 11.5 FEET NORTH OF A FENCE CORNER, 2.2 FEET NORTHEAST OF POWER
 DK0152'POLE NO. 7-8-49 AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.  TO
 DK0152'REACH FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY STATE COLLEGE
 DK0152'AT THE NORTHWEST EDGE OF ITTA BENA GO NORTHEAST ON U.S. HIGHWAY 82 FOR
 DK0152'0.7 MILE TO A CROSSROADS AND THE MARK ON THE LEFT AS DESCRIBED.
 DK0152
 DK0152                          STATION RECOVERY (2007)
 DK0152
 DK0152'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0153 ***********************************************************************
 DK0153  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0153  DESIGNATION -  82 V 82 MSHD
 DK0153  PID         -  DK0153
 DK0153  STATE/COUNTY-  MS/LEFLORE
 DK0153  USGS QUAD   -  SHELLMOUND (1983)
 DK0153
 DK0153                         *CURRENT SURVEY CONTROL
 DK0153  ___________________________________________________________________
 DK0153* NAD 83(2007)-  33 31 34.33167(N)    090 18 58.42484(W)     ADJUSTED  
 DK0153* NAVD 88     -        38.97   (meters)     127.9    (feet)  GPS OBS   
 DK0153  ___________________________________________________________________
 DK0153  EPOCH DATE  -        2002.00
 DK0153  X           -     -29,375.867 (meters)                     COMP
 DK0153  Y           -  -5,322,394.373 (meters)                     COMP
 DK0153  Z           -   3,502,764.404 (meters)                     COMP
 DK0153  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DK0153  ELLIP HEIGHT-          12.607 (meters)          (02/15/08) ADJUSTED
 DK0153  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0153  HORZ ORDER  -  FIRST
 DK0153  ELLP ORDER  -  FOURTH    CLASS II
 DK0153
 DK0153.The horizontal coordinates were established by GPS observations
 DK0153.and adjusted by the EMC INCORPORATED in February 2008.
 DK0153
 DK0153.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0153.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0153.The horizontal coordinates are valid at the epoch date displayed above.
 DK0153.The epoch date for horizontal control is a decimal equivalence
 DK0153.of Year/Month/Day.
 DK0153
 DK0153.The orthometric height was determined by GPS observations and a
 DK0153.high-resolution geoid model.
 DK0153.The orthometric height was determined by GPS observations and a
 DK0153.high-resolution geoid model using precise GPS observation and
 DK0153.processing techniques. It supersedes the leveled height previously
 DK0153.determined for this station.
 DK0153
 DK0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0153
 DK0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0153
 DK0153.The ellipsoidal height was determined by GPS observations
 DK0153.and is referenced to NAD 83.
 DK0153
 DK0153.The geoid height was determined by GEOID03.
 DK0153
 DK0153;                    North         East     Units Scale Factor Converg.
 DK0153;SPC MS W     -   446,397.332   701,588.808   MT  0.99995003   +0 00 34.0
 DK0153;SPC MS W     - 1,464,555.25  2,301,795.95   sFT  0.99995003   +0 00 34.0
 DK0153;UTM  15      - 3,712,849.862   749,243.744   MT  1.00036595   +1 28 59.0
 DK0153
 DK0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0153!SPC MS W     -   0.99999802  x   0.99995003  =   0.99994805
 DK0153!UTM  15      -   0.99999802  x   1.00036595  =   1.00036397
 DK0153
 DK0153                          SUPERSEDED SURVEY CONTROL
 DK0153
 DK0153  NAVD 88 (06/15/91)   39.011  (m)          127.99   (f) ADJUSTED    2 0
 DK0153  NGVD 29 (??/??/??)   39.082  (m)          128.22   (f) ADJUSTED    2 0
 DK0153
 DK0153.Superseded values are not recommended for survey control.
 DK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0153.See file dsdata.txt to determine how the superseded data were derived.
 DK0153
 DK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4924412850(NAD 83)
 DK0153_MARKER: DD = SURVEY DISK
 DK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0153_STAMPING: BM 82V-82 1966
 DK0153_MARK LOGO: NONE  
 DK0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0153+STABILITY: SURFACE MOTION
 DK0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0153+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2007
 DK0153
 DK0153  HISTORY     - Date     Condition        Report By
 DK0153  HISTORY     - 1966     MONUMENTED       MSHD
 DK0153  HISTORY     - 1967     GOOD             MSHD
 DK0153  HISTORY     - 20070118 GOOD             EMCINC
 DK0153
 DK0153                          STATION DESCRIPTION
 DK0153
 DK0153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0153'1.75 MI NE FROM ITTA BENA.
 DK0153'THE MARK IS LOCATED 0.05 MILE EAST NORTHEAST OF THE INTERSECTION OF
 DK0153'MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82 AT THE NORTHEAST EDGE OF
 DK0153'ITTA BENA IN THE NORTHEAST ANGLE OF AN INTERSECTION AND AT THE
 DK0153'SOUTHWEST CORNER OF THE GROUNDS OF A COTTON GIN AND IS IN THE
 DK0153'NORTHEAST 1/4 OF SECTION 8, T 19N, R 1W.  IT IS 144 FEET NORTH OF THE
 DK0153'NORTH LANE OF U.S. HIGHWAY 82, 26 FEET EAST OF THE CENTER OF A
 DK0153'BLACKTOP ROAD, 11.5 FEET NORTH NORTHWEST OF A POWER POLE WHERE THE
 DK0153'WIRES FORM A T, 10 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 DK0153'56.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, 1 FOOT SOUTH OF
 DK0153'A RIGHT OF WAY OF POST MARKING THE RIGHT OF WAY AND 1.5 FEET WEST OF A
 DK0153'METAL WITNESS POST.  TO REACH FROM THE MAIN ENTRANCE TO THE
 DK0153'MISSISSIPPI VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO
 DK0153'NORTHEAST ON U.S. HIGHWAY 82 FOR 1.75 MILES TO A SIDE ROAD AND THE
 DK0153'MARK ON THE LEFT JUST PAST THE INTERSECTION OF MISSISSIPPI HIGHWAY 7.
 DK0153
 DK0153                          STATION RECOVERY (2007)
 DK0153
 DK0153'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0154 ***********************************************************************
 DK0154  DESIGNATION -  82 V 83 MSHD
 DK0154  PID         -  DK0154
 DK0154  STATE/COUNTY-  MS/LEFLORE
 DK0154  USGS QUAD   -  SHELLMOUND (1983)
 DK0154
 DK0154                         *CURRENT SURVEY CONTROL
 DK0154  ___________________________________________________________________
 DK0154* NAD 83(1986)-  33 31 38.     (N)    090 18 10.     (W)     SCALED    
 DK0154* NAVD 88     -        39.314  (meters)     128.98   (feet)  ADJUSTED  
 DK0154  ___________________________________________________________________
 DK0154  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK0154  DYNAMIC HT  -          39.274 (meters)     128.85  (feet)  COMP
 DK0154  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DK0154
 DK0154  VERT ORDER  -  SECOND    CLASS 0
 DK0154
 DK0154.The horizontal coordinates were scaled from a topographic map and have
 DK0154.an estimated accuracy of +/- 6 seconds.
 DK0154
 DK0154.The orthometric height was determined by differential leveling
 DK0154.and adjusted in June 1991.
 DK0154
 DK0154.The geoid height was determined by GEOID03.
 DK0154
 DK0154.The dynamic height is computed by dividing the NAVD 88
 DK0154.geopotential number by the normal gravity value computed on the
 DK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0154.degrees latitude (g = 980.6199 gals.).
 DK0154
 DK0154.The modeled gravity was interpolated from observed gravity values.
 DK0154
 DK0154;                    North         East    Units  Estimated Accuracy
 DK0154;SPC MS W     -   446,510.      702,840.      MT  (+/- 180 meters Scaled)
 DK0154
 DK0154                          SUPERSEDED SURVEY CONTROL
 DK0154
 DK0154  NGVD 29 (??/??/??)   39.384  (m)          129.21   (f) ADJUSTED    2 0
 DK0154
 DK0154.Superseded values are not recommended for survey control.
 DK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0154.See file dsdata.txt to determine how the superseded data were derived.
 DK0154
 DK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT504129(NAD 83)
 DK0154_MARKER: DD = SURVEY DISK
 DK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0154_STAMPING: BM 82V-83 1966
 DK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0154+STABILITY: SURFACE MOTION
 DK0154
 DK0154  HISTORY     - Date     Condition        Report By
 DK0154  HISTORY     - 1966     MONUMENTED       MSHD
 DK0154  HISTORY     - 1967     GOOD             MSHD
 DK0154
 DK0154                          STATION DESCRIPTION
 DK0154
 DK0154'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0154'2.35 MI NE FROM ITTA BENA.
 DK0154'THE MARK IS LOCATED 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0154'INTERSECTION WITH MISSISSIPPI HIGHWAY 7 AT THE NORTHEAST EDGE OF ITTA
 DK0154'BENA, 3.75 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DK0154'U.S. HIGHWAY 49E AT THE NORTHWEST EDGE OF GREENWOOD AND IS IN THE
 DK0154'NORTHEAST 1/4 OF SECTION 9, T 19N, R 1W.  IT IS 92 FEET SOUTHWEST OF
 DK0154'THE SOUTHWEST CORNER POLE OF A SHED, 81.5 FEET NORTHWEST OF THE CENTER
 DK0154'OF THE NORTH LANE OF U.S. HIGHWAY 82, 72 FEET SOUTHWEST OF A POWER
 DK0154'POLE, 39.5 FEET SOUTHWEST OF AN IRON POST SUPPORTING A WATER FAUCET,
 DK0154'3.2 FEET SOUTHEAST OF A TELEPHONE CABLE WARNING SIGN AND 1.5 FEET
 DK0154'NORTHWEST OF A METAL WITNESS POST.  TO REACH THE MAIN ENTRANCE TO THE
 DK0154'MISSISSIPPI VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO
 DK0154'NORTHEAST ON U.S. HIGHWAY 82 FOR 2.35 MILES TO THE MARK ON THE LEFT AS
 DK0154'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0155 ***********************************************************************
 DK0155  DESIGNATION -  82 V 84 MSHD
 DK0155  PID         -  DK0155
 DK0155  STATE/COUNTY-  MS/LEFLORE
 DK0155  USGS QUAD   -  SHELLMOUND (1983)
 DK0155
 DK0155                         *CURRENT SURVEY CONTROL
 DK0155  ___________________________________________________________________
 DK0155* NAD 83(1986)-  33 31 33.     (N)    090 17 23.     (W)     SCALED    
 DK0155* NAVD 88     -        38.681  (meters)     126.91   (feet)  ADJUSTED  
 DK0155  ___________________________________________________________________
 DK0155  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0155  DYNAMIC HT  -          38.641 (meters)     126.77  (feet)  COMP
 DK0155  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 DK0155
 DK0155  VERT ORDER  -  SECOND    CLASS 0
 DK0155
 DK0155.The horizontal coordinates were scaled from a topographic map and have
 DK0155.an estimated accuracy of +/- 6 seconds.
 DK0155
 DK0155.The orthometric height was determined by differential leveling
 DK0155.and adjusted in June 1991.
 DK0155
 DK0155.The geoid height was determined by GEOID03.
 DK0155
 DK0155.The dynamic height is computed by dividing the NAVD 88
 DK0155.geopotential number by the normal gravity value computed on the
 DK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0155.degrees latitude (g = 980.6199 gals.).
 DK0155
 DK0155.The modeled gravity was interpolated from observed gravity values.
 DK0155
 DK0155;                    North         East    Units  Estimated Accuracy
 DK0155;SPC MS W     -   446,360.      704,050.      MT  (+/- 180 meters Scaled)
 DK0155
 DK0155                          SUPERSEDED SURVEY CONTROL
 DK0155
 DK0155  NGVD 29 (??/??/??)   38.750  (m)          127.13   (f) ADJUSTED    2 0
 DK0155
 DK0155.Superseded values are not recommended for survey control.
 DK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0155.See file dsdata.txt to determine how the superseded data were derived.
 DK0155
 DK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT517128(NAD 83)
 DK0155_MARKER: DD = SURVEY DISK
 DK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0155_STAMPING: BM 82V-84 1966
 DK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0155+STABILITY: SURFACE MOTION
 DK0155
 DK0155  HISTORY     - Date     Condition        Report By
 DK0155  HISTORY     - 1966     MONUMENTED       MSHD
 DK0155  HISTORY     - 1967     GOOD             MSHD
 DK0155
 DK0155                          STATION DESCRIPTION
 DK0155
 DK0155'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0155'3.1 MI NE FROM ITTA BENA.
 DK0155'THE MARK IS LOCATED 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM
 DK0155'ITS INTERSECTION WITH MISSISSIPPI HIGHWAY 7 AT THE NORTHEAST EDGE OF
 DK0155'ITTA BENA, 3.0 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 82
 DK0155'AND U.S. HIGHWAY 49E AT THE NORTHWEST EDGE OF GREENWOOD 1.25 MILES
 DK0155'WEST OF TV STATION WABG AND IS IN THE NORTHWEST 1/4 OF SECTION 10, T
 DK0155'19N, R 1W.  IT IS 69 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 5.5
 DK0155'FEET WEST OF A POWER POLE WHERE THE WIRES CROSS THE HIGHWAY AT A
 DK0155'SOUTHWEST ANGLE AND 1 FOOT WEST OF A METAL WITNESS POST.  TO REACH
 DK0155'FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY STATE COLLEGE AT THE
 DK0155'NORTHWEST EDGE OF ITTA BENA GO NORTHEAST ON U.S. HIGHWAY 82 FOR 3.1
 DK0155'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0156 ***********************************************************************
 DK0156  DESIGNATION -  82 V 85 MSHD
 DK0156  PID         -  DK0156
 DK0156  STATE/COUNTY-  MS/LEFLORE
 DK0156  USGS QUAD   -  SHELLMOUND (1983)
 DK0156
 DK0156                         *CURRENT SURVEY CONTROL
 DK0156  ___________________________________________________________________
 DK0156* NAD 83(1986)-  33 31 33.     (N)    090 16 29.     (W)     SCALED    
 DK0156* NAVD 88     -        39.143  (meters)     128.42   (feet)  ADJUSTED  
 DK0156  ___________________________________________________________________
 DK0156  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0156  DYNAMIC HT  -          39.102 (meters)     128.29  (feet)  COMP
 DK0156  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 DK0156
 DK0156  VERT ORDER  -  SECOND    CLASS 0
 DK0156
 DK0156.The horizontal coordinates were scaled from a topographic map and have
 DK0156.an estimated accuracy of +/- 6 seconds.
 DK0156
 DK0156.The orthometric height was determined by differential leveling
 DK0156.and adjusted in June 1991.
 DK0156
 DK0156.The geoid height was determined by GEOID03.
 DK0156
 DK0156.The dynamic height is computed by dividing the NAVD 88
 DK0156.geopotential number by the normal gravity value computed on the
 DK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0156.degrees latitude (g = 980.6199 gals.).
 DK0156
 DK0156.The modeled gravity was interpolated from observed gravity values.
 DK0156
 DK0156;                    North         East    Units  Estimated Accuracy
 DK0156;SPC MS W     -   446,360.      705,440.      MT  (+/- 180 meters Scaled)
 DK0156
 DK0156                          SUPERSEDED SURVEY CONTROL
 DK0156
 DK0156  NGVD 29 (??/??/??)   39.212  (m)          128.65   (f) ADJUSTED    2 0
 DK0156
 DK0156.Superseded values are not recommended for survey control.
 DK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0156.See file dsdata.txt to determine how the superseded data were derived.
 DK0156
 DK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT531129(NAD 83)
 DK0156_MARKER: DD = SURVEY DISK
 DK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0156_STAMPING: BM 82V-85 1966
 DK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0156+STABILITY: SURFACE MOTION
 DK0156
 DK0156  HISTORY     - Date     Condition        Report By
 DK0156  HISTORY     - 1966     MONUMENTED       MSHD
 DK0156  HISTORY     - 1967     GOOD             MSHD
 DK0156
 DK0156                          STATION DESCRIPTION
 DK0156
 DK0156'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0156'3.95 MI NE FROM ITTA BENA.
 DK0156'THE MARK IS LOCATED 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM
 DK0156'ITS INTERSECTION WITH MISSISSIPPI HIGHWAY 7 AT THE NORTHEAST EDGE OF
 DK0156'ITTA BENA, 2.15 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 82
 DK0156'AND U.S. HIGHWAY 49E AT THE NORTHWEST EDGE OF GREENWOOD, 0.4 MILE WEST
 DK0156'OF TV STATION WABG AND IS IN THE NORTHWEST 1/4 OF SECTION 11, T 19N, R
 DK0156'1W.  IT IS 49 FEET NORTHWEST OF THE CENTER OF OLD HIGHWAY 82, 109 FEET
 DK0156'NORTHWEST OF THE CENTER OF THE NEW LANE OF U.S. HIGHWAY 82, 17.5 FEET
 DK0156'SOUTH OF A POWER POLE, 2 FEET WEST OF A METAL WITNESS POST AND 1.5
 DK0156'FEET SOUTHEAST OF A FENCE.  TO REACH FROM THE MAIN ENTRANCE TO THE
 DK0156'MISSISSIPPI VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO
 DK0156'NORTHEAST ON U.S. HIGHWAY 82 FOR 3.95 MILES TO THE MARK ON THE LEFT AS
 DK0156'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0158 ***********************************************************************
 DK0158  DESIGNATION -  82 V 87 MSHD
 DK0158  PID         -  DK0158
 DK0158  STATE/COUNTY-  MS/LEFLORE
 DK0158  USGS QUAD   -  SHELLMOUND (1983)
 DK0158
 DK0158                         *CURRENT SURVEY CONTROL
 DK0158  ___________________________________________________________________
 DK0158* NAD 83(1986)-  33 31 50.     (N)    090 15 07.     (W)     SCALED    
 DK0158* NAVD 88     -        39.566  (meters)     129.81   (feet)  ADJUSTED  
 DK0158  ___________________________________________________________________
 DK0158  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0158  DYNAMIC HT  -          39.526 (meters)     129.68  (feet)  COMP
 DK0158  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 DK0158
 DK0158  VERT ORDER  -  SECOND    CLASS 0
 DK0158
 DK0158.The horizontal coordinates were scaled from a topographic map and have
 DK0158.an estimated accuracy of +/- 6 seconds.
 DK0158
 DK0158.The orthometric height was determined by differential leveling
 DK0158.and adjusted in June 1991.
 DK0158
 DK0158.The geoid height was determined by GEOID03.
 DK0158
 DK0158.The dynamic height is computed by dividing the NAVD 88
 DK0158.geopotential number by the normal gravity value computed on the
 DK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0158.degrees latitude (g = 980.6199 gals.).
 DK0158
 DK0158.The modeled gravity was interpolated from observed gravity values.
 DK0158
 DK0158;                    North         East    Units  Estimated Accuracy
 DK0158;SPC MS W     -   446,880.      707,560.      MT  (+/- 180 meters Scaled)
 DK0158
 DK0158                          SUPERSEDED SURVEY CONTROL
 DK0158
 DK0158  NGVD 29 (??/??/??)   39.634  (m)          130.03   (f) ADJUSTED    2 0
 DK0158
 DK0158.Superseded values are not recommended for survey control.
 DK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0158.See file dsdata.txt to determine how the superseded data were derived.
 DK0158
 DK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT552134(NAD 83)
 DK0158_MARKER: DD = SURVEY DISK
 DK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0158_STAMPING: BM 82V-87 1966
 DK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0158+STABILITY: SURFACE MOTION
 DK0158
 DK0158  HISTORY     - Date     Condition        Report By
 DK0158  HISTORY     - 1966     MONUMENTED       MSHD
 DK0158  HISTORY     - 1967     GOOD             MSHD
 DK0158
 DK0158                          STATION DESCRIPTION
 DK0158
 DK0158'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0158'2.6 MI NW FROM GREENWOOD.
 DK0158'THE MARK IS LOCATED 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0158'INTERSECTION WITH U.S. HIGHWAY 49E AT THE NORTHWEST EDGE OF GREENWOOD,
 DK0158'3.3 MILES NORTHWEST OF THE U.S. HIGHWAY 82 RIVER BRIDGE, 3.6 MILES
 DK0158'NORTHEAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S.
 DK0158'HIGHWAY 82 AT THE NORTHEAST EDGE OF ITTA BENA AND IS IN THE NORTHWEST
 DK0158'1/4 OF SECTION 12, T 19N, R 1W.  IT IS 102.5 FEET NORTHWEST OF THE
 DK0158'CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82, 8.5 FEET WEST OF A POWER
 DK0158'POLE, 25 FEET NORTH OF A DITCH BANK AND 1.5 FEET WEST OF A METAL
 DK0158'WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0158'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0158'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (NORTH
 DK0158'NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.65 MILES TO U.S.
 DK0158'HIGHWAY 49E ON THE RIGHT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 82 FOR
 DK0158'0.7 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0159 ***********************************************************************
 DK0159  DESIGNATION -  82 V 88 MSHD
 DK0159  PID         -  DK0159
 DK0159  STATE/COUNTY-  MS/LEFLORE
 DK0159  USGS QUAD   -  GREENWOOD (1982)
 DK0159
 DK0159                         *CURRENT SURVEY CONTROL
 DK0159  ___________________________________________________________________
 DK0159* NAD 83(1986)-  33 31 53.     (N)    090 14 11.     (W)     SCALED    
 DK0159* NAVD 88     -        42.311  (meters)     138.82   (feet)  ADJUSTED  
 DK0159  ___________________________________________________________________
 DK0159  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0159  DYNAMIC HT  -          42.268 (meters)     138.67  (feet)  COMP
 DK0159  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DK0159
 DK0159  VERT ORDER  -  SECOND    CLASS 0
 DK0159
 DK0159.The horizontal coordinates were scaled from a topographic map and have
 DK0159.an estimated accuracy of +/- 6 seconds.
 DK0159
 DK0159.The orthometric height was determined by differential leveling
 DK0159.and adjusted in June 1991.
 DK0159
 DK0159.The geoid height was determined by GEOID03.
 DK0159
 DK0159.The dynamic height is computed by dividing the NAVD 88
 DK0159.geopotential number by the normal gravity value computed on the
 DK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0159.degrees latitude (g = 980.6199 gals.).
 DK0159
 DK0159.The modeled gravity was interpolated from observed gravity values.
 DK0159
 DK0159;                    North         East    Units  Estimated Accuracy
 DK0159;SPC MS W     -   446,980.      709,010.      MT  (+/- 180 meters Scaled)
 DK0159
 DK0159                          SUPERSEDED SURVEY CONTROL
 DK0159
 DK0159  NGVD 29 (??/??/??)   42.377  (m)          139.03   (f) ADJUSTED    2 0
 DK0159
 DK0159.Superseded values are not recommended for survey control.
 DK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0159.See file dsdata.txt to determine how the superseded data were derived.
 DK0159
 DK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT566136(NAD 83)
 DK0159_MARKER: DD = SURVEY DISK
 DK0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0159_SP_SET: CEMENT, DRILL HOLE
 DK0159_STAMPING: BM 82V-88 1966
 DK0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0159
 DK0159  HISTORY     - Date     Condition        Report By
 DK0159  HISTORY     - 1966     MONUMENTED       MSHD
 DK0159  HISTORY     - 1967     GOOD             MSHD
 DK0159
 DK0159                          STATION DESCRIPTION
 DK0159
 DK0159'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0159'2.8 MI NW FROM GREENWOOD.
 DK0159'THE MARK IS LOCATED 0.05 MILE SOUTHEAST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0159'INTERSECTION WITH U.S. HIGHWAY 49E AT THE NORTHWEST EDGE OF GREENWOOD
 DK0159'IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE IN THE
 DK0159'NORTH LANE OF U.S. HIGHWAY 82, 2.45 MILES NORTHWEST OF THE YAZOO RIVER
 DK0159'BRIDGE AND IS IN THE NORTHWEST 1/4 OF SECTION 7, T 19N, R 1E. IT IS
 DK0159'17.5 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82 AND
 DK0159'2.2 FEET SOUTHEAST OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH
 DK0159'ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON
 DK0159'STRONG AVENUE 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN
 DK0159'RIGHT (NORTH NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.55 MILES
 DK0159'TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0172 ***********************************************************************
 DK0172  DESIGNATION -  82 V 89 MSHD
 DK0172  PID         -  DK0172
 DK0172  STATE/COUNTY-  MS/LEFLORE
 DK0172  USGS QUAD   -  GREENWOOD (1982)
 DK0172
 DK0172                         *CURRENT SURVEY CONTROL
 DK0172  ___________________________________________________________________
 DK0172* NAD 83(1986)-  33 30 18.     (N)    090 11 08.     (W)     SCALED    
 DK0172* NAVD 88     -        48.480  (meters)     159.05   (feet)  ADJUSTED  
 DK0172  ___________________________________________________________________
 DK0172  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0172  DYNAMIC HT  -          48.430 (meters)     158.89  (feet)  COMP
 DK0172  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DK0172
 DK0172  VERT ORDER  -  SECOND    CLASS 0
 DK0172
 DK0172.The horizontal coordinates were scaled from a topographic map and have
 DK0172.an estimated accuracy of +/- 6 seconds.
 DK0172
 DK0172.The orthometric height was determined by differential leveling
 DK0172.and adjusted in June 1991.
 DK0172
 DK0172.The geoid height was determined by GEOID03.
 DK0172
 DK0172.The dynamic height is computed by dividing the NAVD 88
 DK0172.geopotential number by the normal gravity value computed on the
 DK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0172.degrees latitude (g = 980.6199 gals.).
 DK0172
 DK0172.The modeled gravity was interpolated from observed gravity values.
 DK0172
 DK0172;                    North         East    Units  Estimated Accuracy
 DK0172;SPC MS W     -   444,060.      713,730.      MT  (+/- 180 meters Scaled)
 DK0172
 DK0172                          SUPERSEDED SURVEY CONTROL
 DK0172
 DK0172  NGVD 29 (??/??/??)   48.549  (m)          159.28   (f) ADJUSTED    2 0
 DK0172
 DK0172.Superseded values are not recommended for survey control.
 DK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0172.See file dsdata.txt to determine how the superseded data were derived.
 DK0172
 DK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT614108(NAD 83)
 DK0172_MARKER: DD = SURVEY DISK
 DK0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0172_SP_SET: CEMENT, DRILLED HOLE
 DK0172_STAMPING: BM 82V-89 1966
 DK0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0172
 DK0172  HISTORY     - Date     Condition        Report By
 DK0172  HISTORY     - 1966     MONUMENTED       MSHD
 DK0172  HISTORY     - 1967     GOOD             MSHD
 DK0172  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0172
 DK0172                          STATION DESCRIPTION
 DK0172
 DK0172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0172'1.85 MI SE FROM GREENWOOD.
 DK0172'THE MARK IS LOCATED 0.8 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0172'GREENWOOD IN THE NORTH END OF THE WEST ABUTMENT OF A RAILROAD OVERPASS
 DK0172'AND IS IN THE SOUTHWEST 1/4 OF SECTION 15, T 19N, R 1E.  IT IS 44.5
 DK0172'FEET NORTHEAST OF THE CENTER OF THE OVERPASS, 30.5 FEET NORTHEAST OF
 DK0172'THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82 AND 3 FEET EAST OF A
 DK0172'METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0172'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0172'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (SOUTH)
 DK0172'AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.6 MILES TO A RAILROAD OVERPASS
 DK0172'AND THE MARK ON THE LEFT AS DESCRIBED.
 DK0172
 DK0172                          STATION RECOVERY (1977)
 DK0172
 DK0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0227 ***********************************************************************
 DJ0227  DESIGNATION -  82 V 9
 DJ0227  PID         -  DJ0227
 DJ0227  STATE/COUNTY-  MS/LOWNDES
 DJ0227  USGS QUAD   -  NEW HOPE (1987)
 DJ0227
 DJ0227                         *CURRENT SURVEY CONTROL
 DJ0227  ___________________________________________________________________
 DJ0227* NAD 83(1986)-  33 29 35.     (N)    088 21 47.     (W)     SCALED    
 DJ0227* NAVD 88     -        57.686  (meters)     189.26   (feet)  ADJUSTED  
 DJ0227  ___________________________________________________________________
 DJ0227  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0227  DYNAMIC HT  -          57.625 (meters)     189.06  (feet)  COMP
 DJ0227  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DJ0227
 DJ0227  VERT ORDER  -  SECOND    CLASS 0
 DJ0227
 DJ0227.The horizontal coordinates were scaled from a topographic map and have
 DJ0227.an estimated accuracy of +/- 6 seconds.
 DJ0227
 DJ0227.The orthometric height was determined by differential leveling
 DJ0227.and adjusted in June 1991.
 DJ0227
 DJ0227.The geoid height was determined by GEOID03.
 DJ0227
 DJ0227.The dynamic height is computed by dividing the NAVD 88
 DJ0227.geopotential number by the normal gravity value computed on the
 DJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0227.degrees latitude (g = 980.6199 gals.).
 DJ0227
 DJ0227.The modeled gravity was interpolated from observed gravity values.
 DJ0227
 DJ0227;                    North         East    Units  Estimated Accuracy
 DJ0227;SPC MS E     -   442,820.      343,700.      MT  (+/- 180 meters Scaled)
 DJ0227
 DJ0227                          SUPERSEDED SURVEY CONTROL
 DJ0227
 DJ0227  NGVD 29 (??/??/92)   57.65   (m)          189.1    (f) COMPUTED    2 0
 DJ0227
 DJ0227.Superseded values are not recommended for survey control.
 DJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0227.See file dsdata.txt to determine how the superseded data were derived.
 DJ0227
 DJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC733067(NAD 83)
 DJ0227_MARKER: DD = SURVEY DISK
 DJ0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0227_SP_SET: ABUTMENT
 DJ0227_STAMPING: 82V-9 1964
 DJ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0227
 DJ0227  HISTORY     - Date     Condition        Report By
 DJ0227  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0227  HISTORY     - 1965     GOOD             MSHD
 DJ0227
 DJ0227                          STATION DESCRIPTION
 DJ0227
 DJ0227'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0227'2.5 MI E FROM COLUMBUS.
 DJ0227'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO EAST ON U. S.
 DJ0227'HIGHWAY 82 FOR 2.6 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 DJ0227'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP
 DJ0227'OF THE EAST END OF THE SOUTH ABUTMENT.  IT IS 95.4 FEET WEST OF A
 DJ0227'POWERLINE POLE, 76.7 FEET WEST OF A FENCE CORNER, 18.1 FEET SOUTH OF
 DJ0227'THE CENTERLINE OF THE HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE
 DJ0227'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1279 ***********************************************************************
 DK1279  DESIGNATION -  82 V 9 W
 DK1279  PID         -  DK1279
 DK1279  STATE/COUNTY-  MS/WASHINGTON
 DK1279  USGS QUAD   -  WAYSIDE (1970)
 DK1279
 DK1279                         *CURRENT SURVEY CONTROL
 DK1279  ___________________________________________________________________
 DK1279* NAD 83(1986)-  33 19 12.     (N)    091 07 03.     (W)     SCALED    
 DK1279* NAVD 88     -        37.892  (meters)     124.32   (feet)  ADJUSTED  
 DK1279  ___________________________________________________________________
 DK1279  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1279  DYNAMIC HT  -          37.852 (meters)     124.19  (feet)  COMP
 DK1279  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DK1279
 DK1279  VERT ORDER  -  SECOND    CLASS 0
 DK1279
 DK1279.The horizontal coordinates were scaled from a topographic map and have
 DK1279.an estimated accuracy of +/- 6 seconds.
 DK1279
 DK1279.The orthometric height was determined by differential leveling
 DK1279.and adjusted in June 1991.
 DK1279
 DK1279.The geoid height was determined by GEOID03.
 DK1279
 DK1279.The dynamic height is computed by dividing the NAVD 88
 DK1279.geopotential number by the normal gravity value computed on the
 DK1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1279.degrees latitude (g = 980.6199 gals.).
 DK1279
 DK1279.The modeled gravity was interpolated from observed gravity values.
 DK1279
 DK1279;                    North         East    Units  Estimated Accuracy
 DK1279;SPC MS W     -   423,800.      626,990.      MT  (+/- 180 meters Scaled)
 DK1279
 DK1279                          SUPERSEDED SURVEY CONTROL
 DK1279
 DK1279  NGVD 29 (??/??/??)   37.953  (m)          124.52   (f) ADJUSTED    2 0
 DK1279
 DK1279.Superseded values are not recommended for survey control.
 DK1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1279.See file dsdata.txt to determine how the superseded data were derived.
 DK1279
 DK1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS752883(NAD 83)
 DK1279_MARKER: DD = SURVEY DISK
 DK1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1279_STAMPING: BM 82V-9W (1966)
 DK1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1279+STABILITY: SURFACE MOTION
 DK1279
 DK1279  HISTORY     - Date     Condition        Report By
 DK1279  HISTORY     - 1966     MONUMENTED       MSHD
 DK1279  HISTORY     - 1967     GOOD             MSHD
 DK1279
 DK1279                          STATION DESCRIPTION
 DK1279
 DK1279'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1279'7.7 MI SW FROM GREENVILLE.
 DK1279'LOCATED 7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK1279'INTERSECTION WITH MISSISSIPPI HIGHWAY 1 IN THE NORTHWEST RIGHT-OF-WAY
 DK1279'AND 1.85 MILES NORTHEAST OF THE MISSISSIPPI RIVER BRIDGE.  TO REACH
 DK1279'FROM THE U.S. POST OFFICE IN GREENVILLE GO SOUTHEAST ON MAIN STREET
 DK1279'FOR 1.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 82, TURN RIGHT
 DK1279'(WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 5.0 MILES TO A CROSSROADS,
 DK1279'CONTINUE SOUTHWEST ON U.S. HIGHWAY 82 FOR 1.8 MILES TO THE MARK ON THE
 DK1279'RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A ROUND
 DK1279'CONCRETE POST, 54 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 82, 151
 DK1279'FEET NORTH OF HIGHWAY 82 STATION NO. 95, 2.4 FEET SOUTHWEST OF A POWER
 DK1279'POLE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 DK1279'LEVEL OF HIGHWAY 82, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0171 ***********************************************************************
 DK0171  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0171  DESIGNATION -  82 V 90 MSHD
 DK0171  PID         -  DK0171
 DK0171  STATE/COUNTY-  MS/LEFLORE
 DK0171  USGS QUAD   -  GREENWOOD (1982)
 DK0171
 DK0171                         *CURRENT SURVEY CONTROL
 DK0171  ___________________________________________________________________
 DK0171* NAD 83(2007)-  33 30 18.28417(N)    090 10 20.02441(W)     ADJUSTED  
 DK0171* NAVD 88     -        39.32   (meters)     129.0    (feet)  GPS OBS   
 DK0171  ___________________________________________________________________
 DK0171  EPOCH DATE  -        2002.00
 DK0171  X           -     -16,003.031 (meters)                     COMP
 DK0171  Y           -  -5,323,745.347 (meters)                     COMP
 DK0171  Z           -   3,500,811.145 (meters)                     COMP
 DK0171  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DK0171  ELLIP HEIGHT-          12.907 (meters)          (02/15/08) ADJUSTED
 DK0171  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0171  HORZ ORDER  -  FIRST
 DK0171  ELLP ORDER  -  FOURTH    CLASS II
 DK0171
 DK0171.The horizontal coordinates were established by GPS observations
 DK0171.and adjusted by the EMC INCORPORATED in February 2008.
 DK0171
 DK0171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0171.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0171.The horizontal coordinates are valid at the epoch date displayed above.
 DK0171.The epoch date for horizontal control is a decimal equivalence
 DK0171.of Year/Month/Day.
 DK0171
 DK0171.The orthometric height was determined by GPS observations and a
 DK0171.high-resolution geoid model.
 DK0171.The orthometric height was determined by GPS observations and a
 DK0171.high-resolution geoid model using precise GPS observation and
 DK0171.processing techniques. It supersedes the leveled height previously
 DK0171.determined for this station.
 DK0171
 DK0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0171
 DK0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0171
 DK0171.The ellipsoidal height was determined by GPS observations
 DK0171.and is referenced to NAD 83.
 DK0171
 DK0171.The geoid height was determined by GEOID03.
 DK0171
 DK0171;                    North         East     Units Scale Factor Converg.
 DK0171;SPC MS W     -   444,065.961   714,968.609   MT  0.99995276   +0 05 20.2
 DK0171;SPC MS W     - 1,456,906.41  2,345,692.84   sFT  0.99995276   +0 05 20.2
 DK0171;UTM  15      - 3,710,862.356   762,685.203   MT  1.00045081   +1 33 42.7
 DK0171
 DK0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0171!SPC MS W     -   0.99999797  x   0.99995276  =   0.99995073
 DK0171!UTM  15      -   0.99999797  x   1.00045081  =   1.00044878
 DK0171
 DK0171                          SUPERSEDED SURVEY CONTROL
 DK0171
 DK0171  NAVD 88 (06/15/91)   39.342  (m)          129.07   (f) ADJUSTED    2 0
 DK0171  NGVD 29 (??/??/??)   39.410  (m)          129.30   (f) ADJUSTED    2 0
 DK0171
 DK0171.Superseded values are not recommended for survey control.
 DK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0171.See file dsdata.txt to determine how the superseded data were derived.
 DK0171
 DK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6268510862(NAD 83)
 DK0171_MARKER: DD = SURVEY DISK
 DK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0171_STAMPING: BM 82V-90 1966
 DK0171_MARK LOGO: NONE  
 DK0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0171+STABILITY: SURFACE MOTION
 DK0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0171+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DK0171
 DK0171  HISTORY     - Date     Condition        Report By
 DK0171  HISTORY     - 1966     MONUMENTED       MSHD
 DK0171  HISTORY     - 1967     GOOD             MSHD
 DK0171  HISTORY     - 20070116 GOOD             EMCINC
 DK0171  HISTORY     - 20080528 GOOD             MSDOT
 DK0171
 DK0171                          STATION DESCRIPTION
 DK0171
 DK0171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0171'2.55 MI SE FROM GREENWOOD.
 DK0171'THE MARK IS LOCATED 0.8 MILE SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0171'GREENWOOD IN THE CENTER MEDIAN BETWEEN THE TWO LANES OF U.S. HIGHWAY
 DK0171'82 AND IS IN THE SOUTHEAST 1/4 OF SECTION 15, T 19N, R 1E.  IT IS 23
 DK0171'FEET NORTHWEST OF THE CENTER OF THE SOUTH LANE OF U.S. HIGHWAY 82, 23
 DK0171'FEET SOUTHEAST OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82, 10
 DK0171'FEET NORTHWEST OF THE NORTHWEST CURB OF THE SOUTH LANE, 10.5 FEET
 DK0171'SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTH LANE, 8.5 FEET SOUTHWEST
 DK0171'OF THE CURB OF THE CROSSOVER AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 DK0171'POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE
 DK0171'HOSPITAL GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION OF
 DK0171'U.S. HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82
 DK0171'FOR 1.8 MILES TO A BRIDGE OVER U.S. HIGHWAY 49E. CONTINUE SOUTHEAST ON
 DK0171'U.S. HIGHWAY 82 FOR 0.5 MILE TO A CROSSOVER AND THE MARK ON THE LEFT
 DK0171'AS DESCRIBED.
 DK0171
 DK0171                          STATION RECOVERY (2007)
 DK0171
 DK0171'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0171'RECOVERED IN GOOD CONDITION.
 DK0171
 DK0171                          STATION RECOVERY (2008)
 DK0171
 DK0171'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0170 ***********************************************************************
 DK0170  DESIGNATION -  82 V 91 MSHD
 DK0170  PID         -  DK0170
 DK0170  STATE/COUNTY-  MS/LEFLORE
 DK0170  USGS QUAD   -  GREENWOOD (1982)
 DK0170
 DK0170                         *CURRENT SURVEY CONTROL
 DK0170  ___________________________________________________________________
 DK0170* NAD 83(1986)-  33 30 36.     (N)    090 09 32.     (W)     SCALED    
 DK0170* NAVD 88     -        40.360  (meters)     132.41   (feet)  ADJUSTED  
 DK0170  ___________________________________________________________________
 DK0170  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0170  DYNAMIC HT  -          40.319 (meters)     132.28  (feet)  COMP
 DK0170  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 DK0170
 DK0170  VERT ORDER  -  SECOND    CLASS 0
 DK0170
 DK0170.The horizontal coordinates were scaled from a topographic map and have
 DK0170.an estimated accuracy of +/- 6 seconds.
 DK0170
 DK0170.The orthometric height was determined by differential leveling
 DK0170.and adjusted in June 1991.
 DK0170
 DK0170.The geoid height was determined by GEOID03.
 DK0170
 DK0170.The dynamic height is computed by dividing the NAVD 88
 DK0170.geopotential number by the normal gravity value computed on the
 DK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0170.degrees latitude (g = 980.6199 gals.).
 DK0170
 DK0170.The modeled gravity was interpolated from observed gravity values.
 DK0170
 DK0170;                    North         East    Units  Estimated Accuracy
 DK0170;SPC MS W     -   444,610.      716,210.      MT  (+/- 180 meters Scaled)
 DK0170
 DK0170                          SUPERSEDED SURVEY CONTROL
 DK0170
 DK0170  NGVD 29 (??/??/??)   40.428  (m)          132.64   (f) ADJUSTED    2 0
 DK0170
 DK0170.Superseded values are not recommended for survey control.
 DK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0170.See file dsdata.txt to determine how the superseded data were derived.
 DK0170
 DK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT639114(NAD 83)
 DK0170_MARKER: DD = SURVEY DISK
 DK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0170_STAMPING: BM 82V-91 1966
 DK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0170+STABILITY: SURFACE MOTION
 DK0170
 DK0170  HISTORY     - Date     Condition        Report By
 DK0170  HISTORY     - 1966     MONUMENTED       MSHD
 DK0170  HISTORY     - 1967     GOOD             MSHD
 DK0170
 DK0170                          STATION DESCRIPTION
 DK0170
 DK0170'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0170'3.45 MI SE FROM GREENWOOD.
 DK0170'THE MARK IS LOCATED 1.3 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0170'GREENWOOD, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MISSISSIPPI
 DK0170'HIGHWAY 430, AND U.S. HIGHWAY 82 AND IS IN THE SOUTHEAST 1/4 OF
 DK0170'SECTION 14, T 19N, R 1E.  IT IS 245 SOUTH OF THE CENTER OF THE SOUTH
 DK0170'LANE OF U.S. HIGHWAY 82, 35 FEET WEST OF THE CENTER OF HIGHWAY 430, 38
 DK0170'FEET NORTH OF THE CENTER OF A FRONTAGE ROAD, 7.5 FEET NORTHWEST OF A
 DK0170'POWER POLE WITH A METER AND A CONTROL BOX ON IT, 4.5 FEET WEST OF A
 DK0170'SIGN DESIGNATING HIGHWAY NUMBERS, 55 FEET SOUTHWEST OF THE CENTER OF
 DK0170'THE INTERSECTION AND 1.5 FEET EAST SOUTHEAST OF A METAL WITNESS POST.
 DK0170'TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL GO
 DK0170'WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S.
 DK0170'HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.8
 DK0170'MILES TO A BRIDGE OVER U.S. HIGHWAY 49E.  CONTINUE ON U.S. HIGHWAY 82
 DK0170'FOR 1.4 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND
 DK0170'MISSISSIPPI HIGHWAY 430 AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0169 ***********************************************************************
 DK0169  DESIGNATION -  82 V 92 MSHD
 DK0169  PID         -  DK0169
 DK0169  STATE/COUNTY-  MS/LEFLORE
 DK0169  USGS QUAD   -  GREENWOOD (1982)
 DK0169
 DK0169                         *CURRENT SURVEY CONTROL
 DK0169  ___________________________________________________________________
 DK0169* NAD 83(1986)-  33 30 33.     (N)    090 08 46.     (W)     SCALED    
 DK0169* NAVD 88     -        40.046  (meters)     131.38   (feet)  ADJUSTED  
 DK0169  ___________________________________________________________________
 DK0169  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0169  DYNAMIC HT  -          40.005 (meters)     131.25  (feet)  COMP
 DK0169  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 DK0169
 DK0169  VERT ORDER  -  SECOND    CLASS 0
 DK0169
 DK0169.The horizontal coordinates were scaled from a topographic map and have
 DK0169.an estimated accuracy of +/- 6 seconds.
 DK0169
 DK0169.The orthometric height was determined by differential leveling
 DK0169.and adjusted in June 1991.
 DK0169
 DK0169.The geoid height was determined by GEOID03.
 DK0169
 DK0169.The dynamic height is computed by dividing the NAVD 88
 DK0169.geopotential number by the normal gravity value computed on the
 DK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0169.degrees latitude (g = 980.6199 gals.).
 DK0169
 DK0169.The modeled gravity was interpolated from observed gravity values.
 DK0169
 DK0169;                    North         East    Units  Estimated Accuracy
 DK0169;SPC MS W     -   444,520.      717,390.      MT  (+/- 180 meters Scaled)
 DK0169
 DK0169                          SUPERSEDED SURVEY CONTROL
 DK0169
 DK0169  NGVD 29 (??/??/??)   40.113  (m)          131.60   (f) ADJUSTED    2 0
 DK0169
 DK0169.Superseded values are not recommended for survey control.
 DK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0169.See file dsdata.txt to determine how the superseded data were derived.
 DK0169
 DK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT651113(NAD 83)
 DK0169_MARKER: DD = SURVEY DISK
 DK0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0169_SP_SET: CEMENT, DRILLED HOLE
 DK0169_STAMPING: BM 82V-92 1966
 DK0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0169
 DK0169  HISTORY     - Date     Condition        Report By
 DK0169  HISTORY     - 1966     MONUMENTED       MSHD
 DK0169  HISTORY     - 1967     GOOD             MSHD
 DK0169
 DK0169                          STATION DESCRIPTION
 DK0169
 DK0169'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0169'4.25 MI SE FROM GREENWOOD.
 DK0169'THE MARK IS LOCATED 1.9 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0169'GREENWOOD IN THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE RADIO
 DK0169'MAST NEAR THE NORTHEAST CORNER OF THE MISSISSIPPI STATE HIGHWAY
 DK0169'DEPARTMENT PROJECT OFFICE, APPROXIMATELY 0.7 MILE EAST OF THE
 DK0169'INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82 AND IS IN
 DK0169'THE SOUTHWEST 1/4 OF SECTION 13, T 19N, R 1E.  IT IS 6.5 FEET EAST OF
 DK0169'THE NORTHEAST CORNER OF THE PROJECT OFFICE BUILDING, 208.5 FEET SOUTH
 DK0169'OF THE CENTER OF U.S. HIGHWAY 82, 59 FEET WEST OF THE CENTER OF A
 DK0169'BLACKTOP ROAD AND 1.5 FEET NORTHEAST OF THE RADIO MAST.  TO REACH FROM
 DK0169'THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO
 DK0169'WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S.
 DK0169'HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.8
 DK0169'MILES TO THE BRIDGE OVER U.S. HIGHWAY 49E.  CONTINUE SOUTHEAST ON U.S.
 DK0169'HIGHWAY 82 FOR 2.2 MILES TO THE PROJECT OFFICE AND THE MARK ON THE
 DK0169'RIGHT JUST BEFORE REACHING A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0164 ***********************************************************************
 DK0164  DESIGNATION -  82 V 93 MSHD
 DK0164  PID         -  DK0164
 DK0164  STATE/COUNTY-  MS/LEFLORE
 DK0164  USGS QUAD   -  BROWNING (1982)
 DK0164
 DK0164                         *CURRENT SURVEY CONTROL
 DK0164  ___________________________________________________________________
 DK0164* NAD 83(1986)-  33 30 36.     (N)    090 06 55.     (W)     SCALED    
 DK0164* NAVD 88     -        40.000  (meters)     131.23   (feet)  ADJUSTED  
 DK0164  ___________________________________________________________________
 DK0164  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0164  DYNAMIC HT  -          39.959 (meters)     131.10  (feet)  COMP
 DK0164  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 DK0164
 DK0164  VERT ORDER  -  SECOND    CLASS 0
 DK0164
 DK0164.The horizontal coordinates were scaled from a topographic map and have
 DK0164.an estimated accuracy of +/- 6 seconds.
 DK0164
 DK0164.The orthometric height was determined by differential leveling
 DK0164.and adjusted in June 1991.
 DK0164
 DK0164.The geoid height was determined by GEOID03.
 DK0164
 DK0164.The dynamic height is computed by dividing the NAVD 88
 DK0164.geopotential number by the normal gravity value computed on the
 DK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0164.degrees latitude (g = 980.6199 gals.).
 DK0164
 DK0164.The modeled gravity was interpolated from observed gravity values.
 DK0164
 DK0164;                    North         East    Units  Estimated Accuracy
 DK0164;SPC MS W     -   444,620.      720,260.      MT  (+/- 180 meters Scaled)
 DK0164
 DK0164                          SUPERSEDED SURVEY CONTROL
 DK0164
 DK0164  NGVD 29 (??/??/??)   40.064  (m)          131.44   (f) ADJUSTED    2 0
 DK0164
 DK0164.Superseded values are not recommended for survey control.
 DK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0164.See file dsdata.txt to determine how the superseded data were derived.
 DK0164
 DK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT679115(NAD 83)
 DK0164_MARKER: DD = SURVEY DISK
 DK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0164_STAMPING: BM 82V-93 1966
 DK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0164+STABILITY: SURFACE MOTION
 DK0164
 DK0164  HISTORY     - Date     Condition        Report By
 DK0164  HISTORY     - 1966     MONUMENTED       MSHD
 DK0164  HISTORY     - 1967     GOOD             MSHD
 DK0164  HISTORY     - 1969     GOOD             CGS
 DK0164  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0164
 DK0164                          STATION DESCRIPTION
 DK0164
 DK0164'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0164'6.15 MI SE FROM GREENWOOD.
 DK0164'THE MARK IS LOCATED 3.8 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DK0164'OF GREENWOOD ON THE NORTH RIGHT OF WAY OF U.S. HIGHWAY 82, 2.6 MILES
 DK0164'EAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82
 DK0164'AND IS IN THE NORTHWEST 1/4 OF SECTION 17, T 19N, R 2E. IT IS 50.5
 DK0164'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 4 FEET EAST OF A FENCE
 DK0164'CORNER, 24.5 FEET WEST NORTHWEST OF POWER POLE NO. 73-17-8, 55 FEET
 DK0164'WEST OF THE EXTENDED WEST WALL OF A LARGE BRICK HOUSE, 108 FEET WEST
 DK0164'OF THE CENTER OF THE DRIVEWAY LEADING TO THE BRICK HOUSE, 9 FEET SOUTH
 DK0164'OF A TELEPHONE POLE AND 2 FEET WEST OF A METAL WITNESS POST. TO REACH
 DK0164'FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN
 DK0164'GREENWOOD, GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION
 DK0164'OF U.S. HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82
 DK0164'FOR 1.8 MILES TO THE BRIDGE OVER U.S. HIGHWAY 49E. CONTINUE SOUTHEAST
 DK0164'ON U.S. HIGHWAY 82 FOR 4.1 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 DK0164
 DK0164                          STATION RECOVERY (1969)
 DK0164
 DK0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DK0164'RECOVERED IN GOOD CONDITION.
 DK0164
 DK0164                          STATION RECOVERY (1977)
 DK0164
 DK0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0162 ***********************************************************************
 DK0162  DESIGNATION -  82 V 94 MSHD
 DK0162  PID         -  DK0162
 DK0162  STATE/COUNTY-  MS/CARROLL
 DK0162  USGS QUAD   -  BROWNING (1982)
 DK0162
 DK0162                         *CURRENT SURVEY CONTROL
 DK0162  ___________________________________________________________________
 DK0162* NAD 83(1986)-  33 30 36.     (N)    090 05 16.     (W)     SCALED    
 DK0162* NAVD 88     -        44.932  (meters)     147.41   (feet)  ADJUSTED  
 DK0162  ___________________________________________________________________
 DK0162  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0162  DYNAMIC HT  -          44.886 (meters)     147.26  (feet)  COMP
 DK0162  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 DK0162
 DK0162  VERT ORDER  -  SECOND    CLASS 0
 DK0162
 DK0162.The horizontal coordinates were scaled from a topographic map and have
 DK0162.an estimated accuracy of +/- 6 seconds.
 DK0162
 DK0162.The orthometric height was determined by differential leveling
 DK0162.and adjusted in June 1991.
 DK0162
 DK0162.The geoid height was determined by GEOID03.
 DK0162
 DK0162.The dynamic height is computed by dividing the NAVD 88
 DK0162.geopotential number by the normal gravity value computed on the
 DK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0162.degrees latitude (g = 980.6199 gals.).
 DK0162
 DK0162.The modeled gravity was interpolated from observed gravity values.
 DK0162
 DK0162;                    North         East    Units  Estimated Accuracy
 DK0162;SPC MS W     -   444,630.      722,810.      MT  (+/- 180 meters Scaled)
 DK0162
 DK0162                          SUPERSEDED SURVEY CONTROL
 DK0162
 DK0162  NGVD 29 (??/??/??)   44.994  (m)          147.62   (f) ADJUSTED    2 0
 DK0162
 DK0162.Superseded values are not recommended for survey control.
 DK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0162.See file dsdata.txt to determine how the superseded data were derived.
 DK0162
 DK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT705116(NAD 83)
 DK0162_MARKER: DD = SURVEY DISK
 DK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0162_STAMPING: BM 82V-94 1965
 DK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0162+STABILITY: SURFACE MOTION
 DK0162
 DK0162  HISTORY     - Date     Condition        Report By
 DK0162  HISTORY     - 1965     MONUMENTED       MSHD
 DK0162  HISTORY     - 1968     GOOD             MSHD
 DK0162  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 DK0162
 DK0162                          STATION DESCRIPTION
 DK0162
 DK0162'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0162'5.4 MI ESE FROM GREENWOOD.
 DK0162'THE MARK IS LOCATED 5.4 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DK0162'OF GREENWOOD ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 10 MILES
 DK0162'WEST OF CARROLLTON, 4.2 MILES EAST OF THE INTERSECTION OF MISSISSIPPI
 DK0162'HIGHWAY 7, 430 AND U.S. HIGHWAY 82 IN THE NORTHEAST 1/4 OF SECTION 16,
 DK0162'T 19N, R 2E.  IT IS 50.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82,
 DK0162'27 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, 115 FEET NORTHWEST OF
 DK0162'THE EXTENDED WEST WALL OF THE ROBINETT BUILDING ON THE SOUTH SIDE OF
 DK0162'THE HIGHWAY, 4 FEET EAST OF THE SOUTH LEG OF THE FEDERAL LAND BANK
 DK0162'SIGN, 114.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HEADWALL OF
 DK0162'A CULVERT, 1.5 FEET WEST OF A METAL WITNESS POST IS SET IN THE TOP OF
 DK0162'A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 DK0162'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE ENGINEERING OFFICE
 DK0162'OF THE MISSISSIPPI STATE HIGHWAY DEPARTMENT AT THE SOUTHEAST EDGE OF
 DK0162'GREENWOOD GO EAST ON U.S. HIGHWAY 82 FOR 2.65 MILES TO THE
 DK0162'LEFLORE-CARROLL COUNTY LINE.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 0.8
 DK0162'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DK0162
 DK0162                          STATION RECOVERY (1980)
 DK0162
 DK0162'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 DK0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0161 ***********************************************************************
 DK0161  DESIGNATION -  82 V 95 MSHD
 DK0161  PID         -  DK0161
 DK0161  STATE/COUNTY-  MS/CARROLL
 DK0161  USGS QUAD   -  BROWNING (1982)
 DK0161
 DK0161                         *CURRENT SURVEY CONTROL
 DK0161  ___________________________________________________________________
 DK0161* NAD 83(1986)-  33 30 30.     (N)    090 04 27.     (W)     SCALED    
 DK0161* NAVD 88     -        47.286  (meters)     155.14   (feet)  ADJUSTED  
 DK0161  ___________________________________________________________________
 DK0161  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0161  DYNAMIC HT  -          47.237 (meters)     154.98  (feet)  COMP
 DK0161  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 DK0161
 DK0161  VERT ORDER  -  SECOND    CLASS 0
 DK0161
 DK0161.The horizontal coordinates were scaled from a topographic map and have
 DK0161.an estimated accuracy of +/- 6 seconds.
 DK0161
 DK0161.The orthometric height was determined by differential leveling
 DK0161.and adjusted in June 1991.
 DK0161
 DK0161.The geoid height was determined by GEOID03.
 DK0161
 DK0161.The dynamic height is computed by dividing the NAVD 88
 DK0161.geopotential number by the normal gravity value computed on the
 DK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0161.degrees latitude (g = 980.6199 gals.).
 DK0161
 DK0161.The modeled gravity was interpolated from observed gravity values.
 DK0161
 DK0161;                    North         East    Units  Estimated Accuracy
 DK0161;SPC MS W     -   444,450.      724,080.      MT  (+/- 180 meters Scaled)
 DK0161
 DK0161                          SUPERSEDED SURVEY CONTROL
 DK0161
 DK0161  NGVD 29 (??/??/??)   47.346  (m)          155.33   (f) ADJUSTED    2 0
 DK0161
 DK0161.Superseded values are not recommended for survey control.
 DK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0161.See file dsdata.txt to determine how the superseded data were derived.
 DK0161
 DK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT717114(NAD 83)
 DK0161_MARKER: DD = SURVEY DISK
 DK0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0161_STAMPING: BM 82V-95 1966
 DK0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0161+STABILITY: SURFACE MOTION
 DK0161
 DK0161  HISTORY     - Date     Condition        Report By
 DK0161  HISTORY     - 1966     MONUMENTED       MSHD
 DK0161  HISTORY     - 1968     GOOD             MSHD
 DK0161  HISTORY     - 1983     GOOD             USGS
 DK0161
 DK0161                          STATION DESCRIPTION
 DK0161
 DK0161'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0161'6.2 MI E FROM GREENWOOD.
 DK0161'THE MARK IS LOCATED 6.2 MILES EAST OF THE APPROXIMATE CENTER OF
 DK0161'GREENWOOD ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 9.2 MILES WEST
 DK0161'OF CARROLLTON, 4.9 MILES EAST OF THE INTERSECTION OF MISSISSIPPI
 DK0161'HIGHWAY 7, 430 AND U.S. HIGHWAY 82 AND NEAR THE CENTER OF SECTION 15,
 DK0161'T 19N, R 2E.  IT IS 49.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82,
 DK0161'34 FEET EAST OF THE CENTER OF A FIELD ROAD, 20.5 FEET EAST OF A FENCE
 DK0161'CORNER, 118 FEET SOUTH SOUTHEAST OF A POWER LINE POLE WITH A
 DK0161'TRANSFORMER, 2 FEET EAST OF A METAL WITNESS POST, 1.5 FEET NORTH OF A
 DK0161'FENCE, 45 FEET SOUTHEAST OF HIGHWAY STATION NO. 340+00, IS SET IN THE
 DK0161'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 DK0161'IS FLUSH WITH THE GROUND.  TO REACH FROM THE ENGINEERING OFFICE OF THE
 DK0161'MISSISSIPPI STATE HIGHWAY DEPARTMENT AT THE SOUTHEAST EDGE OF
 DK0161'GREENWOOD GO EAST ON U.S. HIGHWAY 82 FOR 2.65 MILES TO THE
 DK0161'LEFLORE-CARROLL COUNTY LINE.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 1.5
 DK0161'MILES TO A FIELD ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0161
 DK0161                          STATION RECOVERY (1983)
 DK0161
 DK0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DK0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0160 ***********************************************************************
 DK0160  DESIGNATION -  82 V 96 MSHD
 DK0160  PID         -  DK0160
 DK0160  STATE/COUNTY-  MS/CARROLL
 DK0160  USGS QUAD   -  BROWNING (1982)
 DK0160
 DK0160                         *CURRENT SURVEY CONTROL
 DK0160  ___________________________________________________________________
 DK0160* NAD 83(1986)-  33 30 09.     (N)    090 02 56.     (W)     SCALED    
 DK0160* NAVD 88     -        90.498  (meters)     296.91   (feet)  ADJUSTED  
 DK0160  ___________________________________________________________________
 DK0160  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0160  DYNAMIC HT  -          90.404 (meters)     296.60  (feet)  COMP
 DK0160  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 DK0160
 DK0160  VERT ORDER  -  SECOND    CLASS 0
 DK0160
 DK0160.The horizontal coordinates were scaled from a topographic map and have
 DK0160.an estimated accuracy of +/- 6 seconds.
 DK0160
 DK0160.The orthometric height was determined by differential leveling
 DK0160.and adjusted in June 1991.
 DK0160
 DK0160.The geoid height was determined by GEOID03.
 DK0160
 DK0160.The dynamic height is computed by dividing the NAVD 88
 DK0160.geopotential number by the normal gravity value computed on the
 DK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0160.degrees latitude (g = 980.6199 gals.).
 DK0160
 DK0160.The modeled gravity was interpolated from observed gravity values.
 DK0160
 DK0160;                    North         East    Units  Estimated Accuracy
 DK0160;SPC MS W     -   443,810.      726,430.      MT  (+/- 180 meters Scaled)
 DK0160
 DK0160                          SUPERSEDED SURVEY CONTROL
 DK0160
 DK0160  NGVD 29 (??/??/??)   90.551  (m)          297.08   (f) ADJUSTED    2 0
 DK0160
 DK0160.Superseded values are not recommended for survey control.
 DK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0160.See file dsdata.txt to determine how the superseded data were derived.
 DK0160
 DK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT741108(NAD 83)
 DK0160_MARKER: DD = SURVEY DISK
 DK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0160_STAMPING: BM 82V-96 1965
 DK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0160+STABILITY: SURFACE MOTION
 DK0160
 DK0160  HISTORY     - Date     Condition        Report By
 DK0160  HISTORY     - 1965     MONUMENTED       MSHD
 DK0160  HISTORY     - 1968     GOOD             MSHD
 DK0160  HISTORY     - 1972     GOOD             NGS
 DK0160  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 DK0160  HISTORY     - 20080221 MARK NOT FOUND   MSDOT
 DK0160
 DK0160                          STATION DESCRIPTION
 DK0160
 DK0160'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0160'7.2 MI SE FROM GREENWOOD.
 DK0160'THE MARK IS LOCATED 7.2 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0160'GREENWOOD ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 7.8 MILES WEST
 DK0160'SOUTHWEST OF CARROLLTON IN THE SOUTHEAST 1/4 OF SECTION 14, T 19N, R
 DK0160'2E.  IT IS 45 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 82, 3.5
 DK0160'FEET NORTHWEST OF TELEPHONE CABLE POLE NO. 365, 2 FEET NORTHWEST OF A
 DK0160'METAL WITNESS POST IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DK0160'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. TO
 DK0160'REACH FROM THE ENGINEERING OFFICE OF THE MISSISSIPPI STATE HIGHWAY
 DK0160'DEPARTMENT AT THE SOUTHEAST EDGE OF GREENWOOD GO EAST ON U.S. HIGHWAY
 DK0160'82 FOR 4.9 MILES TO THE ENTRANCE TO THE GREENWOOD-LEFLORE AIRPORT.
 DK0160'CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 0.85 MILE TO A GUY CABLE
 DK0160'ACROSS THE HIGHWAY AND THE MARK ON THE LEFT AS DESCRIBED.
 DK0160
 DK0160                          STATION RECOVERY (1972)
 DK0160
 DK0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0160'RECOVERED IN GOOD CONDITION.
 DK0160
 DK0160                          STATION RECOVERY (1980)
 DK0160
 DK0160'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 DK0160'MARK NOT FOUND.
 DK0160
 DK0160                          STATION RECOVERY (2008)
 DK0160
 DK0160'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0325 ***********************************************************************
 DK0325  DESIGNATION -  82 V 97 MSHD
 DK0325  PID         -  DK0325
 DK0325  STATE/COUNTY-  MS/CARROLL
 DK0325  USGS QUAD   -  GRAVEL HILL (1982)
 DK0325
 DK0325                         *CURRENT SURVEY CONTROL
 DK0325  ___________________________________________________________________
 DK0325* NAD 83(1986)-  33 29 54.     (N)    090 02 05.     (W)     SCALED    
 DK0325* NAVD 88     -        99.834  (meters)     327.54   (feet)  ADJUSTED  
 DK0325  ___________________________________________________________________
 DK0325  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0325  DYNAMIC HT  -          99.731 (meters)     327.20  (feet)  COMP
 DK0325  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 DK0325
 DK0325  VERT ORDER  -  SECOND    CLASS 0
 DK0325
 DK0325.The horizontal coordinates were scaled from a topographic map and have
 DK0325.an estimated accuracy of +/- 6 seconds.
 DK0325
 DK0325.The orthometric height was determined by differential leveling
 DK0325.and adjusted in June 1991.
 DK0325
 DK0325.The geoid height was determined by GEOID03.
 DK0325
 DK0325.The dynamic height is computed by dividing the NAVD 88
 DK0325.geopotential number by the normal gravity value computed on the
 DK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0325.degrees latitude (g = 980.6199 gals.).
 DK0325
 DK0325.The modeled gravity was interpolated from observed gravity values.
 DK0325
 DK0325;                    North         East    Units  Estimated Accuracy
 DK0325;SPC MS W     -   443,350.      727,750.      MT  (+/- 180 meters Scaled)
 DK0325
 DK0325                          SUPERSEDED SURVEY CONTROL
 DK0325
 DK0325  NGVD 29 (??/??/??)   99.884  (m)          327.70   (f) ADJUSTED    2 0
 DK0325
 DK0325.Superseded values are not recommended for survey control.
 DK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0325.See file dsdata.txt to determine how the superseded data were derived.
 DK0325
 DK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT754104(NAD 83)
 DK0325_MARKER: DD = SURVEY DISK
 DK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0325_STAMPING: BM 82V-97 1965
 DK0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0325+STABILITY: SURFACE MOTION
 DK0325
 DK0325  HISTORY     - Date     Condition        Report By
 DK0325  HISTORY     - 1965     MONUMENTED       MSHD
 DK0325  HISTORY     - 1968     GOOD             MSHD
 DK0325  HISTORY     - 20080221 MARK NOT FOUND   MSDOT
 DK0325
 DK0325                          STATION DESCRIPTION
 DK0325
 DK0325'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0325'6.8 MI SW FROM CARROLLTON.
 DK0325'THE MARK IS LOCATED 6.8 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0325'CARROLLTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, 4.1 MILES
 DK0325'SOUTHEAST OF THE LEFLORE-CARROLL COUNTY LINE IN THE NORTHEAST 1/4 OF
 DK0325'SECTION 24, T 19N, R 2E.  IT IS 40.5 FEET NORTH OF THE CENTER OF U.S.
 DK0325'HIGHWAY 82, 63 FEET WEST OF THE CENTER OF A TRACK ROAD, 3.5 FEET WEST
 DK0325'OF TELEPHONE CABLE POLE NO. 345, 10.5 FEET SOUTH OF A FENCE, 82 FEET
 DK0325'NORTH NORTHWEST OF A TELEPHONE CABLE WARNING SIGN, 2 FEET EAST OF A
 DK0325'METAL WITNESS POST, IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DK0325'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE
 DK0325'CARROLL COUNTY COURTHOUSE IN CARROLLTON, GO SOUTH ON MISSISSIPPI
 DK0325'HIGHWAY 17 FOR 0.7 MILE TO THE INTERSECTION OF US HIGHWAY 82. TURN
 DK0325'RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 6.65 MILES TO THE
 DK0325'MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
 DK0325
 DK0325                          STATION RECOVERY (2008)
 DK0325
 DK0325'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0324 ***********************************************************************
 DK0324  DESIGNATION -  82 V 98 MSHD
 DK0324  PID         -  DK0324
 DK0324  STATE/COUNTY-  MS/CARROLL
 DK0324  USGS QUAD   -  GRAVEL HILL (1982)
 DK0324
 DK0324                         *CURRENT SURVEY CONTROL
 DK0324  ___________________________________________________________________
 DK0324* NAD 83(1986)-  33 29 52.     (N)    090 01 15.     (W)     SCALED    
 DK0324* NAVD 88     -        94.027  (meters)     308.49   (feet)  ADJUSTED  
 DK0324  ___________________________________________________________________
 DK0324  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0324  DYNAMIC HT  -          93.930 (meters)     308.17  (feet)  COMP
 DK0324  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 DK0324
 DK0324  VERT ORDER  -  SECOND    CLASS 0
 DK0324
 DK0324.The horizontal coordinates were scaled from a topographic map and have
 DK0324.an estimated accuracy of +/- 6 seconds.
 DK0324
 DK0324.The orthometric height was determined by differential leveling
 DK0324.and adjusted in June 1991.
 DK0324
 DK0324.The geoid height was determined by GEOID03.
 DK0324
 DK0324.The dynamic height is computed by dividing the NAVD 88
 DK0324.geopotential number by the normal gravity value computed on the
 DK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0324.degrees latitude (g = 980.6199 gals.).
 DK0324
 DK0324.The modeled gravity was interpolated from observed gravity values.
 DK0324
 DK0324;                    North         East    Units  Estimated Accuracy
 DK0324;SPC MS W     -   443,290.      729,040.      MT  (+/- 180 meters Scaled)
 DK0324
 DK0324                          SUPERSEDED SURVEY CONTROL
 DK0324
 DK0324  NGVD 29 (??/??/??)   94.074  (m)          308.64   (f) ADJUSTED    2 0
 DK0324
 DK0324.Superseded values are not recommended for survey control.
 DK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0324.See file dsdata.txt to determine how the superseded data were derived.
 DK0324
 DK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT767104(NAD 83)
 DK0324_MARKER: DD = SURVEY DISK
 DK0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0324_STAMPING: BM 82V-98 1965
 DK0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0324+STABILITY: SURFACE MOTION
 DK0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0324+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DK0324
 DK0324  HISTORY     - Date     Condition        Report By
 DK0324  HISTORY     - 1965     MONUMENTED       MSHD
 DK0324  HISTORY     - 1968     GOOD             MSHD
 DK0324  HISTORY     - 1972     GOOD             NGS
 DK0324  HISTORY     - 20080221 GOOD             MSDOT
 DK0324
 DK0324                          STATION DESCRIPTION
 DK0324
 DK0324'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0324'6 MI WSW FROM CARROLLTON.
 DK0324'THE MARK IS LOCATED 6 MILES WEST SOUTHWEST OF THE APPROXIMATE CENTER
 DK0324'OF CARROLLTON ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 AND NEAR
 DK0324'THE CENTER OF SECTION 19, T 19N, R 3E.  IT IS 40.5 FEET SOUTH OF THE
 DK0324'CENTER OF U.S. HIGHWAY 82, 66 FEET EAST OF THE CENTER OF A DRIVEWAY,
 DK0324'86 FEET SOUTH OF TELEPHONE CABLE POLE NO. 328, 6 FEET NORTH NORTHEAST
 DK0324'OF A 16 INCH OAK IN A FENCE LINE, 2 FEET EAST OF A METAL WITNESS POST,
 DK0324'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 DK0324'HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE CARROLL COUNTY
 DK0324'COURTHOUSE IN CARROLLTON GO SOUTH ON MISSISSIPPI HIGHWAY 17 FOR 0.7
 DK0324'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (WEST) AND
 DK0324'CONTINUE ON U.S. HIGHWAY 82 FOR 4.8 MILES TO A SIDE ROAD RIGHT.
 DK0324'CONTINUE SOUTHWEST ON U.S. HIGHWAY 82 FOR 1.0 MILES TO A DRIVEWAY AND
 DK0324'THE MARK ON THE LEFT AS DESCRIBED.
 DK0324
 DK0324                          STATION RECOVERY (1972)
 DK0324
 DK0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0324'RECOVERED IN GOOD CONDITION.
 DK0324
 DK0324                          STATION RECOVERY (2008)
 DK0324
 DK0324'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0323 ***********************************************************************
 DK0323  DESIGNATION -  82 V 99 MSHD
 DK0323  PID         -  DK0323
 DK0323  STATE/COUNTY-  MS/CARROLL
 DK0323  USGS QUAD   -  GRAVEL HILL (1982)
 DK0323
 DK0323                         *CURRENT SURVEY CONTROL
 DK0323  ___________________________________________________________________
 DK0323* NAD 83(1986)-  33 29 58.     (N)    090 00 19.     (W)     SCALED    
 DK0323* NAVD 88     -        97.289  (meters)     319.19   (feet)  ADJUSTED  
 DK0323  ___________________________________________________________________
 DK0323  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0323  DYNAMIC HT  -          97.188 (meters)     318.86  (feet)  COMP
 DK0323  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DK0323
 DK0323  VERT ORDER  -  SECOND    CLASS 0
 DK0323
 DK0323.The horizontal coordinates were scaled from a topographic map and have
 DK0323.an estimated accuracy of +/- 6 seconds.
 DK0323
 DK0323.The orthometric height was determined by differential leveling
 DK0323.and adjusted in June 1991.
 DK0323
 DK0323.The geoid height was determined by GEOID03.
 DK0323
 DK0323.The dynamic height is computed by dividing the NAVD 88
 DK0323.geopotential number by the normal gravity value computed on the
 DK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0323.degrees latitude (g = 980.6199 gals.).
 DK0323
 DK0323.The modeled gravity was interpolated from observed gravity values.
 DK0323
 DK0323;                    North         East    Units  Estimated Accuracy
 DK0323;SPC MS W     -   443,480.      730,480.      MT  (+/- 180 meters Scaled)
 DK0323
 DK0323                          SUPERSEDED SURVEY CONTROL
 DK0323
 DK0323  NGVD 29 (??/??/??)   97.332  (m)          319.33   (f) ADJUSTED    2 0
 DK0323
 DK0323.Superseded values are not recommended for survey control.
 DK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0323.See file dsdata.txt to determine how the superseded data were derived.
 DK0323
 DK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT782106(NAD 83)
 DK0323_MARKER: DD = SURVEY DISK
 DK0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0323_STAMPING: BM 82V-99 1965
 DK0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0323+STABILITY: SURFACE MOTION
 DK0323
 DK0323  HISTORY     - Date     Condition        Report By
 DK0323  HISTORY     - 1965     MONUMENTED       MSHD
 DK0323  HISTORY     - 1968     GOOD             MSHD
 DK0323  HISTORY     - 20080221 MARK NOT FOUND   MSDOT
 DK0323
 DK0323                          STATION DESCRIPTION
 DK0323
 DK0323'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0323'5.1 MI WSW FROM CARROLLTON.
 DK0323'THE MARK IS LOCATED 5.1 MILES WEST SOUTHWEST OF THE APPROXIMATE CENTER
 DK0323'OF CARROLLTON ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, IN THE
 DK0323'NORTHWEST 1/4 OF SECTION 20, T 19N, R 3E.  IT IS 44.5 FEET SOUTH OF
 DK0323'THE CENTER OF U.S. HIGHWAY 82, 89 FEET SOUTH OF TELEPHONE CABLE POLE
 DK0323'NO. 309, 16 FEET EAST OF A 10 INCH TRIANGULAR BLAZED PINE, 2 FEET EAST
 DK0323'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DK0323'POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH
 DK0323'FROM THE CARROLL COUNTY COURTHOUSE IN CARROLLTON GO SOUTH ON
 DK0323'MISSISSIPPI HIGHWAY 17 FOR 0.7 MILE TO THE INTERSECTION OF U.S.
 DK0323'HIGHWAY 82.  TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 4.8
 DK0323'MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 82 FOR
 DK0323'0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DK0323
 DK0323                          STATION RECOVERY (2008)
 DK0323
 DK0323'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1636 ***********************************************************************
 DJ1636  DESIGNATION -  8205
 DJ1636  PID         -  DJ1636
 DJ1636  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1636  USGS QUAD   -  ARTESIA (1987)
 DJ1636
 DJ1636                         *CURRENT SURVEY CONTROL
 DJ1636  ___________________________________________________________________
 DJ1636* NAD 83(1993)-  33 22 53.61864(N)    088 44 33.37479(W)     ADJUSTED  
 DJ1636* NAVD 88     -       113.4    (meters)     372.     (feet)  VERTCON   
 DJ1636  ___________________________________________________________________
 DJ1636  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ1636  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ1636  HORZ ORDER  -  SECOND
 DJ1636
 DJ1636.The horizontal coordinates were established by classical geodetic methods
 DJ1636.and adjusted by the National Geodetic Survey in May 1994.
 DJ1636
 DJ1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1636
 DJ1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1636
 DJ1636.The geoid height was determined by GEOID03.
 DJ1636
 DJ1636;                    North         East     Units Scale Factor Converg.
 DJ1636;SPC MS E     -   430,359.009   308,441.833   MT  0.99995088   +0 02 59.7
 DJ1636;SPC MS E     - 1,411,936.18  1,011,946.25   sFT  0.99995088   +0 02 59.7
 DJ1636;UTM  16      - 3,694,944.601   337,907.541   MT  0.99992394   -0 57 32.4
 DJ1636
 DJ1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1636!SPC MS E     -   0.99998664  x   0.99995088  =   0.99993753
 DJ1636!UTM  16      -   0.99998664  x   0.99992394  =   0.99991059
 DJ1636
 DJ1636:                Primary Azimuth Mark                     Grid Az
 DJ1636:SPC MS E     -  8206                                     101 03 17.6
 DJ1636:UTM  16      -  8206                                     102 03 49.7
 DJ1636
 DJ1636|---------------------------------------------------------------------|
 DJ1636| PID    Reference Object                     Distance      Geod. Az  |
 DJ1636|                                                           dddmmss.s |
 DJ1636| DJ1637 8206                                478.730 METERS 1010617.3 |
 DJ1636| DJ1635 8204                                APPROX. 0.7 KM 2703304.5 |
 DJ1636|---------------------------------------------------------------------|
 DJ1636
 DJ1636                          SUPERSEDED SURVEY CONTROL
 DJ1636
 DJ1636  NAD 83(1993)-  33 22 53.62843(N)    088 44 33.37367(W) AD(       ) 2
 DJ1636  NAD 83(1986)-  33 22 53.62933(N)    088 44 33.37135(W) AD(       ) 2
 DJ1636  NGVD 29 (01/23/89)  113.3    (m)          372.     (f) VERT ANG    3  
 DJ1636
 DJ1636.Superseded values are not recommended for survey control.
 DJ1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1636.See file dsdata.txt to determine how the superseded data were derived.
 DJ1636
 DJ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3790894945(NAD 83)
 DJ1636_MARKER: DD = SURVEY DISK
 DJ1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1636+STABILITY: SURFACE MOTION
 DJ1636
 DJ1636  HISTORY     - Date     Condition        Report By
 DJ1636  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1636
 DJ1636                          STATION DESCRIPTION
 DJ1636
 DJ1636'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1636'THE STATION IS A MSU AL DISK STAMPED---8205---SET IN A 22X42 CM
 DJ1636'CONCRETE CYLINDER 10 CM BELOW GROUND, 6.6 MI S OF US HWY 82, 5.7 MI W
 DJ1636'OF US HWY 45A, 1.3 MI EAST ALONG CHAPEL HILL ROAD FROM OKTOC ROAD,
 DJ1636'25.9 M NNE OF CROSS-ROADS, 13.4 M N OF GRAVEL RD, 6.2 M NE OF FENCE
 DJ1636'CORNER, 19.8 FT NE OF PK IN COR POST, 55.27 FT NW OF PK IN 21-INCH
 DJ1636'OSAGE ORANGE TREE ON DAN MOORE ESTATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1637 ***********************************************************************
 DJ1637  DESIGNATION -  8206
 DJ1637  PID         -  DJ1637
 DJ1637  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1637  USGS QUAD   -  ARTESIA (1987)
 DJ1637
 DJ1637                         *CURRENT SURVEY CONTROL
 DJ1637  ___________________________________________________________________
 DJ1637* NAD 83(1993)-  33 22 50.62543(N)    088 44 15.20001(W)     ADJUSTED  
 DJ1637* NAVD 88     -       106.7    (meters)     350.     (feet)  VERTCON   
 DJ1637  ___________________________________________________________________
 DJ1637  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DJ1637  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ1637  HORZ ORDER  -  SECOND
 DJ1637
 DJ1637.The horizontal coordinates were established by classical geodetic methods
 DJ1637.and adjusted by the National Geodetic Survey in May 1994.
 DJ1637
 DJ1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1637
 DJ1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1637
 DJ1637.The geoid height was determined by GEOID03.
 DJ1637
 DJ1637;                    North         East     Units Scale Factor Converg.
 DJ1637;SPC MS E     -   430,267.218   308,911.657   MT  0.99995098   +0 03 09.7
 DJ1637;SPC MS E     - 1,411,635.03  1,013,487.66   sFT  0.99995098   +0 03 09.7
 DJ1637;UTM  16      - 3,694,844.554   338,375.663   MT  0.99992207   -0 57 22.4
 DJ1637
 DJ1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1637!SPC MS E     -   0.99998769  x   0.99995098  =   0.99993867
 DJ1637!UTM  16      -   0.99998769  x   0.99992207  =   0.99990976
 DJ1637
 DJ1637|---------------------------------------------------------------------|
 DJ1637| PID    Reference Object                     Distance      Geod. Az  |
 DJ1637|                                                           dddmmss.s |
 DJ1637| DJ1638 8207                                160.141 METERS 05406     |
 DJ1637| DJ1636 8205                                478.730 METERS 2810627.3 |
 DJ1637|---------------------------------------------------------------------|
 DJ1637
 DJ1637                          SUPERSEDED SURVEY CONTROL
 DJ1637
 DJ1637  NAD 83(1993)-  33 22 50.63524(N)    088 44 15.19893(W) AD(       ) 2
 DJ1637  NAD 83(1986)-  33 22 50.63612(N)    088 44 15.19688(W) AD(       ) 2
 DJ1637  NGVD 29 (01/23/89)  106.7    (m)          350.     (f) VERT ANG    3  
 DJ1637
 DJ1637.Superseded values are not recommended for survey control.
 DJ1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1637.See file dsdata.txt to determine how the superseded data were derived.
 DJ1637
 DJ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3837694845(NAD 83)
 DJ1637_MARKER: DD = SURVEY DISK
 DJ1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1637+STABILITY: SURFACE MOTION
 DJ1637
 DJ1637  HISTORY     - Date     Condition        Report By
 DJ1637  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1637
 DJ1637                          STATION DESCRIPTION
 DJ1637
 DJ1637'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1637'THE STATION IS A MSU AL DISK STAMPED---8206---SET IN A 20X48 CM
 DJ1637'CONCRETE CYLINDER 12 CM BELOW GROUND, 6.6 MI S OF US HWY 82, 5.3 MI W
 DJ1637'OF US HWY 45A, 1.7 MI EAST ALONG CHAPEL HILL ROAD FROM OKTOC ROAD, 7.5
 DJ1637'M S OF GRAVEL RD, 23.4 M NNW OF POWER POLE WITH TRANSFORMER, 13.5 M
 DJ1637'EAST OF 12-INCH BY 20FT CULVERT AT APEX OF S AND SW DRIVES, 17.375 M
 DJ1637'SE OF PK IN FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1642 ***********************************************************************
 DJ1642  DESIGNATION -  8211
 DJ1642  PID         -  DJ1642
 DJ1642  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1642  USGS QUAD   -  ARTESIA (1987)
 DJ1642
 DJ1642                         *CURRENT SURVEY CONTROL
 DJ1642  ___________________________________________________________________
 DJ1642* NAD 83(1993)-  33 23 07.62265(N)    088 43 31.85563(W)     ADJUSTED  
 DJ1642* NAVD 88     -       113.2    (meters)     371.     (feet)  VERTCON   
 DJ1642  ___________________________________________________________________
 DJ1642  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DJ1642  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ1642  HORZ ORDER  -  SECOND
 DJ1642
 DJ1642.The horizontal coordinates were established by classical geodetic methods
 DJ1642.and adjusted by the National Geodetic Survey in May 1994.
 DJ1642
 DJ1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1642
 DJ1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1642
 DJ1642.The geoid height was determined by GEOID03.
 DJ1642
 DJ1642;                    North         East     Units Scale Factor Converg.
 DJ1642;SPC MS E     -   430,791.949   310,031.388   MT  0.99995124   +0 03 33.6
 DJ1642;SPC MS E     - 1,413,356.59  1,017,161.31   sFT  0.99995124   +0 03 33.6
 DJ1642;UTM  16      - 3,695,349.471   339,504.425   MT  0.99991758   -0 56 58.9
 DJ1642
 DJ1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1642!SPC MS E     -   0.99998668  x   0.99995124  =   0.99993792
 DJ1642!UTM  16      -   0.99998668  x   0.99991758  =   0.99990426
 DJ1642
 DJ1642|---------------------------------------------------------------------|
 DJ1642| PID    Reference Object                     Distance      Geod. Az  |
 DJ1642|                                                           dddmmss.s |
 DJ1642| DJ1643 8212                                378.721 METERS 09553     |
 DJ1642| DJ1641 8210                                386.360 METERS 19423     |
 DJ1642|---------------------------------------------------------------------|
 DJ1642
 DJ1642                          SUPERSEDED SURVEY CONTROL
 DJ1642
 DJ1642  NAD 83(1993)-  33 23 07.63248(N)    088 43 31.85469(W) AD(       ) 2
 DJ1642  NAD 83(1986)-  33 23 07.63328(N)    088 43 31.85351(W) AD(       ) 2
 DJ1642  NGVD 29 (01/23/89)  113.1    (m)          371.     (f) VERT ANG    3  
 DJ1642
 DJ1642.Superseded values are not recommended for survey control.
 DJ1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1642.See file dsdata.txt to determine how the superseded data were derived.
 DJ1642
 DJ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3950495349(NAD 83)
 DJ1642_MARKER: DD = SURVEY DISK
 DJ1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1642+STABILITY: SURFACE MOTION
 DJ1642
 DJ1642  HISTORY     - Date     Condition        Report By
 DJ1642  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1642
 DJ1642                          STATION DESCRIPTION
 DJ1642
 DJ1642'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1642'THE STATION IS A MSU AL DISK STAMPED---8211---SET IN A 24X35 CM
 DJ1642'CONCRETE CYLINDER 14 CM BELOW GROUND, 6.4 MI S OF US HWY 82, 4.6 MI
 DJ1642'WEST OF US HWY 45A, 2.3 MI SSW OF SESSUMS, 38.1 M SW OF SE COR OF
 DJ1642'HOUSE IN 90 DEGREE CURVE IN GRAVEL ROAD, 65.8 M N OF GRAVEL ROAD, 2.0
 DJ1642'M NE OF PP WITH LIGHT, 10.185 M N OF PK IN NORTH ROOT OF 20-INCH CEDAR
 DJ1642'AND 6.17 FT NE OF PK IN PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1643 ***********************************************************************
 DJ1643  DESIGNATION -  8212
 DJ1643  PID         -  DJ1643
 DJ1643  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1643  USGS QUAD   -  ARTESIA (1987)
 DJ1643
 DJ1643                         *CURRENT SURVEY CONTROL
 DJ1643  ___________________________________________________________________
 DJ1643* NAD 83(1993)-  33 23 06.36096(N)    088 43 17.27992(W)     ADJUSTED  
 DJ1643* NAVD 88     -       108.9    (meters)     357.     (feet)  VERTCON   
 DJ1643  ___________________________________________________________________
 DJ1643  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DJ1643  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ1643  HORZ ORDER  -  SECOND
 DJ1643
 DJ1643.The horizontal coordinates were established by classical geodetic methods
 DJ1643.and adjusted by the National Geodetic Survey in May 1994.
 DJ1643
 DJ1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1643
 DJ1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1643
 DJ1643.The geoid height was determined by GEOID03.
 DJ1643
 DJ1643;                    North         East     Units Scale Factor Converg.
 DJ1643;SPC MS E     -   430,753.478   310,408.132   MT  0.99995134   +0 03 41.6
 DJ1643;SPC MS E     - 1,413,230.37  1,018,397.35   sFT  0.99995134   +0 03 41.6
 DJ1643;UTM  16      - 3,695,304.372   339,880.420   MT  0.99991610   -0 56 50.9
 DJ1643
 DJ1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1643!SPC MS E     -   0.99998735  x   0.99995134  =   0.99993869
 DJ1643!UTM  16      -   0.99998735  x   0.99991610  =   0.99990345
 DJ1643
 DJ1643:                Primary Azimuth Mark                     Grid Az
 DJ1643:SPC MS E     -  8213                                     066 27 44.4
 DJ1643:UTM  16      -  8213                                     067 28 16.9
 DJ1643
 DJ1643|---------------------------------------------------------------------|
 DJ1643| PID    Reference Object                     Distance      Geod. Az  |
 DJ1643|                                                           dddmmss.s |
 DJ1643| DJ1644 8213                                APPROX. 1.1 KM 0663126.0 |
 DJ1643| DJ1649 8219                                479.409 METERS 1803828.0 |
 DJ1643| DJ1642 8211                                378.721 METERS 27554     |
 DJ1643|---------------------------------------------------------------------|
 DJ1643
 DJ1643                          SUPERSEDED SURVEY CONTROL
 DJ1643
 DJ1643  NAD 83(1993)-  33 23 06.37081(N)    088 43 17.27901(W) AD(       ) 2
 DJ1643  NAD 83(1986)-  33 23 06.37164(N)    088 43 17.27806(W) AD(       ) 2
 DJ1643  NGVD 29 (01/23/89)  108.9    (m)          357.     (f) VERT ANG    3  
 DJ1643
 DJ1643.Superseded values are not recommended for survey control.
 DJ1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1643.See file dsdata.txt to determine how the superseded data were derived.
 DJ1643
 DJ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3988095304(NAD 83)
 DJ1643_MARKER: DD = SURVEY DISK
 DJ1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1643+STABILITY: SURFACE MOTION
 DJ1643
 DJ1643  HISTORY     - Date     Condition        Report By
 DJ1643  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1643
 DJ1643                          STATION DESCRIPTION
 DJ1643
 DJ1643'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1643'THE STATION IS A MSU AL DISK STAMPED---8212---SET IN A 20X39 CM
 DJ1643'CONCRETE CYLINDER 30 CM BELOW GROUND, 6.4 MI S OF US HWY 82, 4.4 MI
 DJ1643'WEST OF US HWY 45A, 2.2 MI S OF SESSUMS, 16.2 M NW OF T-INTERSECTION,
 DJ1643'30.7 M SE OF TELEPHONE POLE, 16.3 M NE OF UG WARNING SIGN, 23.975 M NE
 DJ1643'OF PK IN 10-INCH COR FEN POST, 100.4 FT SE OF PK IN POWER POLE, 14 FT
 DJ1643'N OF RD, 43 FT EAST OF DRIVE NORTH, 69 FT N OF CTR OF CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1644 ***********************************************************************
 DJ1644  DESIGNATION -  8213
 DJ1644  PID         -  DJ1644
 DJ1644  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1644  USGS QUAD   -  ARTESIA (1987)
 DJ1644
 DJ1644                         *CURRENT SURVEY CONTROL
 DJ1644  ___________________________________________________________________
 DJ1644* NAD 83(1993)-  33 23 21.03731(N)    088 42 36.99264(W)     ADJUSTED  
 DJ1644* NAVD 88     -        91.4    (meters)     300.     (feet)  VERTCON   
 DJ1644  ___________________________________________________________________
 DJ1644  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DJ1644  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DJ1644  HORZ ORDER  -  SECOND
 DJ1644
 DJ1644.The horizontal coordinates were established by classical geodetic methods
 DJ1644.and adjusted by the National Geodetic Survey in May 1994.
 DJ1644
 DJ1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1644
 DJ1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1644
 DJ1644.The geoid height was determined by GEOID03.
 DJ1644
 DJ1644;                    North         East     Units Scale Factor Converg.
 DJ1644;SPC MS E     -   431,206.789   311,448.806   MT  0.99995162   +0 04 03.8
 DJ1644;SPC MS E     - 1,414,717.61  1,021,811.62   sFT  0.99995162   +0 04 03.8
 DJ1644;UTM  16      - 3,695,739.270   340,928.877   MT  0.99991197   -0 56 29.0
 DJ1644
 DJ1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1644!SPC MS E     -   0.99999010  x   0.99995162  =   0.99994172
 DJ1644!UTM  16      -   0.99999010  x   0.99991197  =   0.99990207
 DJ1644
 DJ1644:                Primary Azimuth Mark                     Grid Az
 DJ1644:SPC MS E     -  8214                                     089 20 08.4
 DJ1644:UTM  16      -  8214                                     090 20 41.2
 DJ1644
 DJ1644|---------------------------------------------------------------------|
 DJ1644| PID    Reference Object                     Distance      Geod. Az  |
 DJ1644|                                                           dddmmss.s |
 DJ1644| DJ1645 8214                                471.123 METERS 0892412.2 |
 DJ1644| DJ1643 8212                                APPROX. 1.1 KM 2463148.2 |
 DJ1644|---------------------------------------------------------------------|
 DJ1644
 DJ1644                          SUPERSEDED SURVEY CONTROL
 DJ1644
 DJ1644  NAD 83(1993)-  33 23 21.04716(N)    088 42 36.99182(W) AD(       ) 2
 DJ1644  NAD 83(1986)-  33 23 21.04771(N)    088 42 36.99134(W) AD(       ) 2
 DJ1644  NGVD 29 (01/23/89)   91.4    (m)          300.     (f) VERT ANG    3  
 DJ1644
 DJ1644.Superseded values are not recommended for survey control.
 DJ1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1644.See file dsdata.txt to determine how the superseded data were derived.
 DJ1644
 DJ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4092995739(NAD 83)
 DJ1644_MARKER: DD = SURVEY DISK
 DJ1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1644+STABILITY: SURFACE MOTION
 DJ1644
 DJ1644  HISTORY     - Date     Condition        Report By
 DJ1644  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1644
 DJ1644                          STATION DESCRIPTION
 DJ1644
 DJ1644'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1644'THE STATION IS A MSU AL DISK STAMPED---8213---SET IN A 25X29 CM
 DJ1644'CONCRETE CYLINDER 24 CM BELOW GROUND, 3.7 MI WEST OF US HWY 45A, 9.1
 DJ1644'MI S OF US HWY 82, 1.9 MI S OF SESSUMS, 5.3 M S OF T-RD-N, 1.9 M NW OF
 DJ1644'NW COR OF DAIRY BARN, 1.0 M NW OF TELEPHONE POLE, 19.78 M EAST OF 24-
 DJ1644'INCH CEDAR, 0.95 M N OF PROJ N WALL OF BARN, 14.75 M SE OF CTR OF GATE
 DJ1644'TO HOUSE ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1647 ***********************************************************************
 DJ1647  DESIGNATION -  8216
 DJ1647  PID         -  DJ1647
 DJ1647  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1647  USGS QUAD   -  ARTESIA (1987)
 DJ1647
 DJ1647                         *CURRENT SURVEY CONTROL
 DJ1647  ___________________________________________________________________
 DJ1647* NAD 83(1993)-  33 23 21.17774(N)    088 41 50.33722(W)     ADJUSTED  
 DJ1647* NAVD 88     -        79.1    (meters)     260.     (feet)  VERTCON   
 DJ1647  ___________________________________________________________________
 DJ1647  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DJ1647  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ1647  HORZ ORDER  -  SECOND
 DJ1647
 DJ1647.The horizontal coordinates were established by classical geodetic methods
 DJ1647.and adjusted by the National Geodetic Survey in May 1994.
 DJ1647
 DJ1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1647
 DJ1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1647
 DJ1647.The geoid height was determined by GEOID03.
 DJ1647
 DJ1647;                    North         East     Units Scale Factor Converg.
 DJ1647;SPC MS E     -   431,212.616   312,654.535   MT  0.99995197   +0 04 29.5
 DJ1647;SPC MS E     - 1,414,736.72  1,025,767.42   sFT  0.99995197   +0 04 29.5
 DJ1647;UTM  16      - 3,695,723.862   342,134.470   MT  0.99990726   -0 56 03.4
 DJ1647
 DJ1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1647!SPC MS E     -   0.99999203  x   0.99995197  =   0.99994400
 DJ1647!UTM  16      -   0.99999203  x   0.99990726  =   0.99989929
 DJ1647
 DJ1647:                Primary Azimuth Mark                     Grid Az
 DJ1647:SPC MS E     -  8217                                     179 23 19.7
 DJ1647:UTM  16      -  8217                                     180 23 52.6
 DJ1647
 DJ1647|---------------------------------------------------------------------|
 DJ1647| PID    Reference Object                     Distance      Geod. Az  |
 DJ1647|                                                           dddmmss.s |
 DJ1647| DJ1648 8217                                APPROX. 0.9 KM 1792749.2 |
 DJ1647| DJ1646 8215                                APPROX. 0.5 KM 2693253.6 |
 DJ1647|---------------------------------------------------------------------|
 DJ1647
 DJ1647                          SUPERSEDED SURVEY CONTROL
 DJ1647
 DJ1647  NAD 83(1993)-  33 23 21.18757(N)    088 41 50.33651(W) AD(       ) 2
 DJ1647  NAD 83(1986)-  33 23 21.18792(N)    088 41 50.33678(W) AD(       ) 2
 DJ1647  NGVD 29 (01/23/89)   79.1    (m)          260.     (f) VERT ANG    3  
 DJ1647
 DJ1647.Superseded values are not recommended for survey control.
 DJ1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1647.See file dsdata.txt to determine how the superseded data were derived.
 DJ1647
 DJ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4213495724(NAD 83)
 DJ1647_MARKER: DD = SURVEY DISK
 DJ1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1647+STABILITY: SURFACE MOTION
 DJ1647
 DJ1647  HISTORY     - Date     Condition        Report By
 DJ1647  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1647
 DJ1647                          STATION DESCRIPTION
 DJ1647
 DJ1647'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1647'THE STATION IS A MSU AL DISK STAMPED---8216---SET IN A 20X35 CM CONC
 DJ1647'CYLINDER 25 CM BELOW GROUND, 2.9 MI WEST OF US HWY 45A, 2.1 MI SE OF
 DJ1647'SESSUMS, AT T-RD-W, 4.6 M N AND 9.7 M WEST OF GRAVEL ROADS, 15.1 M NE
 DJ1647'OF FEN COR POST, 3.2 M SW OF N END OF 9.4 M LONG CULVERT, 5.95 M SE OF
 DJ1647'UG CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1648 ***********************************************************************
 DJ1648  DESIGNATION -  8217
 DJ1648  PID         -  DJ1648
 DJ1648  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1648  USGS QUAD   -  ARTESIA (1987)
 DJ1648
 DJ1648                         *CURRENT SURVEY CONTROL
 DJ1648  ___________________________________________________________________
 DJ1648* NAD 83(1993)-  33 22 52.28904(N)    088 41 50.01487(W)     ADJUSTED  
 DJ1648* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 DJ1648  ___________________________________________________________________
 DJ1648  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DJ1648  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ1648  HORZ ORDER  -  SECOND
 DJ1648
 DJ1648.The horizontal coordinates were established by classical geodetic methods
 DJ1648.and adjusted by the National Geodetic Survey in May 1994.
 DJ1648
 DJ1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1648
 DJ1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1648
 DJ1648.The geoid height was determined by GEOID03.
 DJ1648
 DJ1648;                    North         East     Units Scale Factor Converg.
 DJ1648;SPC MS E     -   430,322.647   312,664.029   MT  0.99995198   +0 04 29.6
 DJ1648;SPC MS E     - 1,411,816.88  1,025,798.57   sFT  0.99995198   +0 04 29.6
 DJ1648;UTM  16      - 3,694,833.903   342,128.291   MT  0.99990728   -0 56 02.5
 DJ1648
 DJ1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1648!SPC MS E     -   0.99999149  x   0.99995198  =   0.99994347
 DJ1648!UTM  16      -   0.99999149  x   0.99990728  =   0.99989877
 DJ1648
 DJ1648:                Primary Azimuth Mark                     Grid Az
 DJ1648:SPC MS E     -  8216                                     359 23 21.9
 DJ1648:UTM  16      -  8216                                     000 23 54.0
 DJ1648
 DJ1648|---------------------------------------------------------------------|
 DJ1648| PID    Reference Object                     Distance      Geod. Az  |
 DJ1648|                                                           dddmmss.s |
 DJ1648| DJ1647 8216                                APPROX. 0.9 KM 3592751.5 |
 DJ1648|---------------------------------------------------------------------|
 DJ1648
 DJ1648                          SUPERSEDED SURVEY CONTROL
 DJ1648
 DJ1648  NAD 83(1993)-  33 22 52.29886(N)    088 41 50.01422(W) AD(       ) 2
 DJ1648  NAD 83(1986)-  33 22 52.29927(N)    088 41 50.01480(W) AD(       ) 2
 DJ1648  NGVD 29 (01/23/89)   82.5    (m)          271.     (f) VERT ANG    3  
 DJ1648
 DJ1648.Superseded values are not recommended for survey control.
 DJ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1648.See file dsdata.txt to determine how the superseded data were derived.
 DJ1648
 DJ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4212894834(NAD 83)
 DJ1648_MARKER: DD = SURVEY DISK
 DJ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1648+STABILITY: SURFACE MOTION
 DJ1648
 DJ1648  HISTORY     - Date     Condition        Report By
 DJ1648  HISTORY     - 1982     MONUMENTED       MSSU
 DJ1648
 DJ1648                          STATION DESCRIPTION
 DJ1648
 DJ1648'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1648'THE STATION IS A MSU AL DISK STAMPED---8217---SET IN A 28X29 CM CONC
 DJ1648'CYLINDER 28 CM BELOW GROUND, 3.0 MI WEST OF US HWY 45A, 2.6 MI SSE OF
 DJ1648'SESSUMS, NEAR CTR OF SEC 35, T18N,R15E AT CURVE IN ROAD, 8.45 M WSW OF
 DJ1648'T-DR-E, 12.85 M N OF POWER POLE, 13.85 M WEST OF S END OF 15-INCH
 DJ1648'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1650 ***********************************************************************
 DJ1650  DESIGNATION -  8301
 DJ1650  PID         -  DJ1650
 DJ1650  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1650  USGS QUAD   -  ARTESIA (1987)
 DJ1650
 DJ1650                         *CURRENT SURVEY CONTROL
 DJ1650  ___________________________________________________________________
 DJ1650* NAD 83(1993)-  33 28 38.27031(N)    088 40 51.12274(W)     ADJUSTED  
 DJ1650* NAVD 88     -        79.83   (+/-2cm)     261.9    (feet)  VERTCON   
 DJ1650  ___________________________________________________________________
 DJ1650  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DJ1650  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ1650  HORZ ORDER  -  SECOND
 DJ1650  VERT ORDER  -  THIRD ? (See Below)
 DJ1650
 DJ1650.The horizontal coordinates were established by classical geodetic methods
 DJ1650.and adjusted by the National Geodetic Survey in May 1994.
 DJ1650
 DJ1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1650.The vertical order pertains to the NGVD 29 superseded value.
 DJ1650
 DJ1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1650
 DJ1650.The geoid height was determined by GEOID03.
 DJ1650
 DJ1650;                    North         East     Units Scale Factor Converg.
 DJ1650;SPC MS E     -   440,983.548   314,170.515   MT  0.99995247   +0 05 02.8
 DJ1650;SPC MS E     - 1,446,793.52  1,030,741.10   sFT  0.99995247   +0 05 02.8
 DJ1650;UTM  16      - 3,705,466.075   343,822.415   MT  0.99990072   -0 55 38.5
 DJ1650
 DJ1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1650!SPC MS E     -   0.99999190  x   0.99995247  =   0.99994437
 DJ1650!UTM  16      -   0.99999190  x   0.99990072  =   0.99989262
 DJ1650
 DJ1650|---------------------------------------------------------------------|
 DJ1650| PID    Reference Object                     Distance      Geod. Az  |
 DJ1650|                                                           dddmmss.s |
 DJ1650| DJ0822 82 V 212 MSHD                        35.893 METERS 01814     |
 DJ1650| DJ1658 8408                                APPROX. 1.4 KM 2692302.1 |
 DJ1650| DJ1727 D 54                                392.971 METERS 26933     |
 DJ1650|---------------------------------------------------------------------|
 DJ1650
 DJ1650                          SUPERSEDED SURVEY CONTROL
 DJ1650
 DJ1650  NAD 83(1993)-  33 28 38.27908(N)    088 40 51.12090(W) AD(       ) 2
 DJ1650  NAD 83(1986)-  33 28 38.28056(N)    088 40 51.12017(W) AD(       ) 2
 DJ1650  NGVD 29 (01/23/89)   79.79   (m)          261.8    (f) LEVELING    3  
 DJ1650
 DJ1650.Superseded values are not recommended for survey control.
 DJ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1650.See file dsdata.txt to determine how the superseded data were derived.
 DJ1650
 DJ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4382205466(NAD 83)
 DJ1650_MARKER: DD = SURVEY DISK
 DJ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1650+STABILITY: SURFACE MOTION
 DJ1650
 DJ1650  HISTORY     - Date     Condition        Report By
 DJ1650  HISTORY     - 1983     MONUMENTED       MSSU
 DJ1650
 DJ1650                          STATION DESCRIPTION
 DJ1650
 DJ1650'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1983 (RB)
 DJ1650'THE STATION IS A MSU AL DISK STAMPED---8301---SET IN A 10X18-INCH CONC
 DJ1650'CYLINDER BELLED AT BASE AND SET 0.7 FT BELOW GROUND, 6.4 MI EAST OF
 DJ1650'MSU CAMPUS, 0.55 MI WEST OF LOWNDES CO LINE, 4.83 M S OF OLD US HWY 82
 DJ1650'3.93 M W OF W END OF A 24-INCH BY 20-FT CULVERT UNDER EAST END OF A
 DJ1650'CIRCULAR DRIVE, 8.70 M W OF E END OF SAME CULV, 25.80 M NE OF T POLE,
 DJ1650'0.716 FT HIGHER THAN BM 82V212.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1199 ***********************************************************************
 BV1199  DESIGNATION -  84  V 98
 BV1199  PID         -  BV1199
 BV1199  STATE/COUNTY-  MS/JONES
 BV1199  USGS QUAD   -  LAUREL WEST (1982)
 BV1199
 BV1199                         *CURRENT SURVEY CONTROL
 BV1199  ___________________________________________________________________
 BV1199* NAD 83(1986)-  31 41 25.     (N)    089 11 30.     (W)     SCALED    
 BV1199* NAVD 88     -        70.182  (meters)     230.26   (feet)  ADJUSTED  
 BV1199  ___________________________________________________________________
 BV1199  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BV1199  DYNAMIC HT  -          70.099 (meters)     229.98  (feet)  COMP
 BV1199  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 BV1199
 BV1199  VERT ORDER  -  SECOND    CLASS II
 BV1199
 BV1199.The horizontal coordinates were scaled from a topographic map and have
 BV1199.an estimated accuracy of +/- 6 seconds.
 BV1199
 BV1199.The orthometric height was determined by differential leveling
 BV1199.and adjusted in May 1996.
 BV1199
 BV1199.The geoid height was determined by GEOID03.
 BV1199
 BV1199.The dynamic height is computed by dividing the NAVD 88
 BV1199.geopotential number by the normal gravity value computed on the
 BV1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1199.degrees latitude (g = 980.6199 gals.).
 BV1199
 BV1199.The modeled gravity was interpolated from observed gravity values.
 BV1199
 BV1199;                    North         East    Units  Estimated Accuracy
 BV1199;SPC MS E     -   242,860.      266,030.      MT  (+/- 180 meters Scaled)
 BV1199
 BV1199                          SUPERSEDED SURVEY CONTROL
 BV1199
 BV1199.No superseded survey control is available for this station.
 BV1199
 BV1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA922081(NAD 83)
 BV1199_MARKER: DD = SURVEY DISK
 BV1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1199_SP_SET: CULVERT
 BV1199_STAMPING: 84V 98 1975
 BV1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1199
 BV1199  HISTORY     - Date     Condition        Report By
 BV1199  HISTORY     - 1975     MONUMENTED       MSHD
 BV1199
 BV1199                          STATION DESCRIPTION
 BV1199
 BV1199'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1199'5.55 MI W FROM JONES.
 BV1199'THE MARK IS LOCATED 5.55 MILES WEST OF LAUREL IN THE EAST END OF THE
 BV1199'SOUTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84 JUST EAST OF A
 BV1199'SAVE SERVICE STATION, 1.2 MILES EAST OF THE JUNCTION OF STATE HIGHWAY
 BV1199'28 IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, T 8N,
 BV1199'R 12W.  IT IS 24.5 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 95 FEET EAS
 BV1199'OF THE CENTER OF THE EAST ENTRANCE TO THE SAVE SERVICE STATION, 1 FOOT
 BV1199'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF
 BV1199'THE SOUTH HEADWALL OF A 3 X 2 FOOT BOX CULVERT AND IS ABOUT 6 FEET
 BV1199'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF
 BV1199'U.S. HIGHWAY 84 AND STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO
 BV1199'WEST ON U.S. HIGHWAY 84 FOR 2.6 MILES TO THE MARK ON THE LEFT JUST
 BV1199'BEYOND A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1970 ***********************************************************************
 BW1970  DESIGNATION -  84 V 1
 BW1970  PID         -  BW1970
 BW1970  STATE/COUNTY-  MS/FRANKLIN
 BW1970  USGS QUAD   -  BUDE (1988)
 BW1970
 BW1970                         *CURRENT SURVEY CONTROL
 BW1970  ___________________________________________________________________
 BW1970* NAD 83(1986)-  31 28 18.     (N)    090 50 08.     (W)     SCALED    
 BW1970* NAVD 88     -        76.380  (meters)     250.59   (feet)  ADJUSTED  
 BW1970  ___________________________________________________________________
 BW1970  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW1970  DYNAMIC HT  -          76.286 (meters)     250.28  (feet)  COMP
 BW1970  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BW1970
 BW1970  VERT ORDER  -  SECOND    CLASS II
 BW1970
 BW1970.The horizontal coordinates were scaled from a topographic map and have
 BW1970.an estimated accuracy of +/- 6 seconds.
 BW1970
 BW1970.The orthometric height was determined by differential leveling
 BW1970.and adjusted in May 1996.
 BW1970
 BW1970.The geoid height was determined by GEOID03.
 BW1970
 BW1970.The dynamic height is computed by dividing the NAVD 88
 BW1970.geopotential number by the normal gravity value computed on the
 BW1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1970.degrees latitude (g = 980.6199 gals.).
 BW1970
 BW1970.The modeled gravity was interpolated from observed gravity values.
 BW1970
 BW1970;                    North         East    Units  Estimated Accuracy
 BW1970;SPC MS W     -   218,680.      652,280.      MT  (+/- 180 meters Scaled)
 BW1970
 BW1970                          SUPERSEDED SURVEY CONTROL
 BW1970
 BW1970  NGVD 29 (??/??/92)   76.454  (m)          250.83   (f) ADJ UNCH    2 2
 BW1970
 BW1970.Superseded values are not recommended for survey control.
 BW1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1970.See file dsdata.txt to determine how the superseded data were derived.
 BW1970
 BW1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ056839(NAD 83)
 BW1970_MARKER: DD = SURVEY DISK
 BW1970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1970_SP_SET: CULVERT
 BW1970_STAMPING: BM 84V 1 1975
 BW1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1970
 BW1970  HISTORY     - Date     Condition        Report By
 BW1970  HISTORY     - 1975     MONUMENTED       MSHD
 BW1970
 BW1970                          STATION DESCRIPTION
 BW1970
 BW1970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1970'0.75 MI ENE FROM BUDE.
 BW1970'THE MARK IS LOCATED 0.75 MILE EAST-NORTHEAST OF BUDE IN THE WEST END
 BW1970'OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT IN THE SOUTHWEST 1/4
 BW1970'OF THE NORTHWEST 1/4 OF SECTION 20, T 6N, R 4E.  IT IS 27 FEET
 BW1970'NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 84, 442 FEET NORTH-NORTHWEST
 BW1970'OF THE CENTER OF HIGHWAY 84, 1 FOOT EAST OF A METAL WITNESS POST SET
 BW1970'IN A DRILL HOLE IN THE WEST END OF A 6 X 8 FOOT CONCRETE BOX CULVERT
 BW1970'AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 BW1970'FROM THE JUNCTION OF U.S. HIGHWAY 98 AND 84 AT THE WEST EDGE OF BUDE
 BW1970'GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 1.8 MILES TO A SIDE ROAD
 BW1970'LEFT.  CONTINUE EAST ON HIGHWAY 84 FOR 0.1 MILE TO THE CULVERT AND THE
 BW1970'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1983 ***********************************************************************
 BW1983  DESIGNATION -  84 V 10
 BW1983  PID         -  BW1983
 BW1983  STATE/COUNTY-  MS/FRANKLIN
 BW1983  USGS QUAD   -  MC CALL CREEK (1972)
 BW1983
 BW1983                         *CURRENT SURVEY CONTROL
 BW1983  ___________________________________________________________________
 BW1983* NAD 83(1986)-  31 30 25.     (N)    090 41 30.     (W)     SCALED    
 BW1983* NAVD 88     -        84.989  (meters)     278.83   (feet)  ADJUSTED  
 BW1983  ___________________________________________________________________
 BW1983  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW1983  DYNAMIC HT  -          84.885 (meters)     278.49  (feet)  COMP
 BW1983  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 BW1983
 BW1983  VERT ORDER  -  SECOND    CLASS II
 BW1983
 BW1983.The horizontal coordinates were scaled from a topographic map and have
 BW1983.an estimated accuracy of +/- 6 seconds.
 BW1983
 BW1983.The orthometric height was determined by differential leveling
 BW1983.and adjusted in May 1996.
 BW1983
 BW1983.The geoid height was determined by GEOID03.
 BW1983
 BW1983.The dynamic height is computed by dividing the NAVD 88
 BW1983.geopotential number by the normal gravity value computed on the
 BW1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1983.degrees latitude (g = 980.6199 gals.).
 BW1983
 BW1983.The modeled gravity was interpolated from observed gravity values.
 BW1983
 BW1983;                    North         East    Units  Estimated Accuracy
 BW1983;SPC MS W     -   222,540.      665,960.      MT  (+/- 180 meters Scaled)
 BW1983
 BW1983                          SUPERSEDED SURVEY CONTROL
 BW1983
 BW1983  NGVD 29 (??/??/92)   85.055  (m)          279.05   (f) ADJ UNCH    2 2
 BW1983
 BW1983.Superseded values are not recommended for survey control.
 BW1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1983.See file dsdata.txt to determine how the superseded data were derived.
 BW1983
 BW1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ192880(NAD 83)
 BW1983_MARKER: DD = SURVEY DISK
 BW1983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1983_SP_SET: BRIDGE
 BW1983_STAMPING: BM 84V 10 1975
 BW1983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1983
 BW1983  HISTORY     - Date     Condition        Report By
 BW1983  HISTORY     - 1975     MONUMENTED       MSHD
 BW1983
 BW1983                          STATION DESCRIPTION
 BW1983
 BW1983'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1983'10.7 MI NE FROM BUDE.
 BW1983'THE MARK IS LOCATED 10.7 MILES NORTHEAST OF BUDE IN THE WEST END OF
 BW1983'THE NORTH ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK, 0.7 MILE
 BW1983'SOUTHEAST OF THE POST OFFICE AT MCCALL IN THE NORTHEAST 1/4 OF THE
 BW1983'NORTHWEST 1/4 OF SECTION 10, T 6N, R 5E.  IT IS 186 FEET SOUTH OF THE
 BW1983'SOUTH RAIL, 129 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD LEADING
 BW1983'WEST, 61 FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 BW1983'GUY WIRES, 19 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 9 FEET EAST
 BW1983'OF THE WEST END OF THE ABUTMENT, 2 FEET SOUTH OF A METAL WITNESS POST
 BW1983'SET IN A DRILL HOLE IN THE WEST END OF A NORTH ABUTMENT OF A 360 FOOT
 BW1983'CONCRETE BRIDGE AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
 BW1983'NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE
 BW1983'WEST EDGE OF BUDE GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 11.1
 BW1983'MILES TO A CROSSROAD AND THE POST OFFICE AT MCCALL.  CONTINUE EAST ON
 BW1983'U.S. HIGHWAY 84 FOR 0.7 MILE TO ANOTHER CROSSROAD.  TURN RIGHT AND GO
 BW1983'SOUTH ON A BLACK TOP ROAD FOR 0.25 MILE TO THE BRIDGE AND THE MARK ON
 BW1983'THE RIGHT JUST BEYOND A RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1258 ***********************************************************************
 BV1258  DESIGNATION -  84 V 100
 BV1258  PID         -  BV1258
 BV1258  STATE/COUNTY-  MS/JONES
 BV1258  USGS QUAD   -  LAUREL EAST (1982)
 BV1258
 BV1258                         *CURRENT SURVEY CONTROL
 BV1258  ___________________________________________________________________
 BV1258* NAD 83(1986)-  31 41 53.     (N)    089 07 03.     (W)     SCALED    
 BV1258* NAVD 88     -        71.307  (meters)     233.95   (feet)  ADJUSTED  
 BV1258  ___________________________________________________________________
 BV1258  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BV1258  DYNAMIC HT  -          71.223 (meters)     233.67  (feet)  COMP
 BV1258  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 BV1258
 BV1258  VERT ORDER  -  SECOND    CLASS II
 BV1258
 BV1258.The horizontal coordinates were scaled from a topographic map and have
 BV1258.an estimated accuracy of +/- 6 seconds.
 BV1258
 BV1258.The orthometric height was determined by differential leveling
 BV1258.and adjusted in May 1996.
 BV1258
 BV1258.The geoid height was determined by GEOID03.
 BV1258
 BV1258.The dynamic height is computed by dividing the NAVD 88
 BV1258.geopotential number by the normal gravity value computed on the
 BV1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1258.degrees latitude (g = 980.6199 gals.).
 BV1258
 BV1258.The modeled gravity was interpolated from observed gravity values.
 BV1258
 BV1258;                    North         East    Units  Estimated Accuracy
 BV1258;SPC MS E     -   243,710.      273,060.      MT  (+/- 180 meters Scaled)
 BV1258
 BV1258                          SUPERSEDED SURVEY CONTROL
 BV1258
 BV1258  NGVD 29 (??/??/92)   71.338  (m)          234.05   (f) ADJ UNCH    2 2
 BV1258
 BV1258.Superseded values are not recommended for survey control.
 BV1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1258.See file dsdata.txt to determine how the superseded data were derived.
 BV1258
 BV1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA993089(NAD 83)
 BV1258_MARKER: DD = SURVEY DISK
 BV1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV1258_SP_SET: BRIDGE
 BV1258_STAMPING: BM 84V 100 1974
 BV1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1258+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1258
 BV1258  HISTORY     - Date     Condition        Report By
 BV1258  HISTORY     - 1974     MONUMENTED       MSHD
 BV1258  HISTORY     - 20080201 GOOD             MSDOT
 BV1258
 BV1258                          STATION DESCRIPTION
 BV1258
 BV1258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1258'0.9 MI E FROM LAUREL.
 BV1258'THE MARK IS LOCATED 0.9 MILE EAST OF LAUREL SET VERTICALLY IN THE
 BV1258'CENTER OF THE MIDDLE PILLAR OF THE EAST I-59 BRIDGE OVER U.S. HIGHWAY
 BV1258'84 OF THE NORTH SET OF PILLARS IN THE SE QUARTER OF SECTION 32, T 9N,
 BV1258'R 11W. IT IS 23 FEET NORTH OF THE CENTER OF HIGHWAY 84 SET VERTICALLY
 BV1258'IN A DRILL HOLE IN THE CENTER ONE OF THE NORTH PILLAR OF THE EAST
 BV1258'I-55 BRIDGE OVER HIGHWAY 84 AND IS 4 FEET ABOVE THE GROUND. TO REACH
 BV1258'FROM THE U.S. POST OFFICE IN LAUREL GO NE ON MAGNOLIA STREET FOR 0.1
 BV1258'MILE TO A FIVE WAY STOP. TURN RIGHT AND GO EAST ON U.S. HIGHWAY 84
 BV1258'FOR 0.35 MILE TO THE BRIDGE AND THE MARK ON THE LEFT.
 BV1258
 BV1258                          STATION RECOVERY (2008)
 BV1258
 BV1258'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1258'MARK IS IN THE I-59 BRIDGE OVER HIGHWAY 84
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1259 ***********************************************************************
 BV1259  DESIGNATION -  84 V 101
 BV1259  PID         -  BV1259
 BV1259  STATE/COUNTY-  MS/JONES
 BV1259  USGS QUAD   -  LAUREL EAST (1982)
 BV1259
 BV1259                         *CURRENT SURVEY CONTROL
 BV1259  ___________________________________________________________________
 BV1259* NAD 83(1986)-  31 41 49.     (N)    089 06 06.     (W)     SCALED    
 BV1259* NAVD 88     -        70.203  (meters)     230.32   (feet)  ADJUSTED  
 BV1259  ___________________________________________________________________
 BV1259  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BV1259  DYNAMIC HT  -          70.120 (meters)     230.05  (feet)  COMP
 BV1259  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 BV1259
 BV1259  VERT ORDER  -  SECOND    CLASS II
 BV1259
 BV1259.The horizontal coordinates were scaled from a topographic map and have
 BV1259.an estimated accuracy of +/- 6 seconds.
 BV1259
 BV1259.The orthometric height was determined by differential leveling
 BV1259.and adjusted in May 1996.
 BV1259
 BV1259.The geoid height was determined by GEOID03.
 BV1259
 BV1259.The dynamic height is computed by dividing the NAVD 88
 BV1259.geopotential number by the normal gravity value computed on the
 BV1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1259.degrees latitude (g = 980.6199 gals.).
 BV1259
 BV1259.The modeled gravity was interpolated from observed gravity values.
 BV1259
 BV1259;                    North         East    Units  Estimated Accuracy
 BV1259;SPC MS E     -   243,580.      274,560.      MT  (+/- 180 meters Scaled)
 BV1259
 BV1259                          SUPERSEDED SURVEY CONTROL
 BV1259
 BV1259  NGVD 29 (??/??/92)   70.233  (m)          230.42   (f) ADJ UNCH    2 2
 BV1259
 BV1259.Superseded values are not recommended for survey control.
 BV1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1259.See file dsdata.txt to determine how the superseded data were derived.
 BV1259
 BV1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA008087(NAD 83)
 BV1259_MARKER: DD = SURVEY DISK
 BV1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1259_STAMPING: BM 84V 101 1974
 BV1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1259+STABILITY: SURFACE MOTION
 BV1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1259+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1259
 BV1259  HISTORY     - Date     Condition        Report By
 BV1259  HISTORY     - 1974     MONUMENTED       MSHD
 BV1259  HISTORY     - 20080201 GOOD             MSDOT
 BV1259
 BV1259                          STATION DESCRIPTION
 BV1259
 BV1259'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1259'1.9 MI E FROM LAUREL.
 BV1259'THE MARK IS LOCATED 1.9 MILES EAST OF LAUREL NEAR THE SOUTH END OF A
 BV1259'PIPE FENCE ON THE EAST SIDE OF C.P. CLARK DRILLING COMPANY IN THE NE
 BV1259'QUARTER OF SECTION 4, T 8 N, R 11 W. IT IS 236 FEET SOUTH OF THE
 BV1259'CENTER OF HIGHWAY 84, 105.5 FEET SE OF THE SE CORNER OF THE EAST WING
 BV1259'OF THE CLARK HOUSE, 43.5 FEET EAST OF THE PROJECTED PLANE OF THE
 BV1259'EAST WALL OF THE HOUSE, 110.5 FEET EAST OF THE SE CORNER OF THE
 BV1259'OFFICE, 3 FEET WEST OF THE SOUTH END OF A PIPE FENCE, 8.5 FEET SW OF
 BV1259'THE NW CORNER OF A SMALL FRAME BUILDING SET IN THE TOP OF A 12 INCH
 BV1259'CONCRETE CYLINDER ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY. TO
 BV1259'REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE EAST EDGE OF
 BV1259'LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 0.95 MILE TO THE MARK ON THE
 BV1259'RIGHT.
 BV1259
 BV1259                          STATION RECOVERY (2008)
 BV1259
 BV1259'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1260 ***********************************************************************
 BV1260  DESIGNATION -  84 V 102
 BV1260  PID         -  BV1260
 BV1260  STATE/COUNTY-  MS/JONES
 BV1260  USGS QUAD   -  LAUREL EAST (1982)
 BV1260
 BV1260                         *CURRENT SURVEY CONTROL
 BV1260  ___________________________________________________________________
 BV1260* NAD 83(1986)-  31 41 45.     (N)    089 05 15.     (W)     SCALED    
 BV1260* NAVD 88     -        98.516  (meters)     323.21   (feet)  ADJUSTED  
 BV1260  ___________________________________________________________________
 BV1260  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BV1260  DYNAMIC HT  -          98.400 (meters)     322.83  (feet)  COMP
 BV1260  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 BV1260
 BV1260  VERT ORDER  -  SECOND    CLASS II
 BV1260
 BV1260.The horizontal coordinates were scaled from a topographic map and have
 BV1260.an estimated accuracy of +/- 6 seconds.
 BV1260
 BV1260.The orthometric height was determined by differential leveling
 BV1260.and adjusted in May 1996.
 BV1260
 BV1260.The geoid height was determined by GEOID03.
 BV1260
 BV1260.The dynamic height is computed by dividing the NAVD 88
 BV1260.geopotential number by the normal gravity value computed on the
 BV1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1260.degrees latitude (g = 980.6199 gals.).
 BV1260
 BV1260.The modeled gravity was interpolated from observed gravity values.
 BV1260
 BV1260;                    North         East    Units  Estimated Accuracy
 BV1260;SPC MS E     -   243,450.      275,910.      MT  (+/- 180 meters Scaled)
 BV1260
 BV1260                          SUPERSEDED SURVEY CONTROL
 BV1260
 BV1260  NGVD 29 (??/??/92)   98.544  (m)          323.31   (f) ADJ UNCH    2 2
 BV1260
 BV1260.Superseded values are not recommended for survey control.
 BV1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1260.See file dsdata.txt to determine how the superseded data were derived.
 BV1260
 BV1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA021086(NAD 83)
 BV1260_MARKER: DD = SURVEY DISK
 BV1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1260_STAMPING: BM 84B 102 1974
 BV1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1260+STABILITY: SURFACE MOTION
 BV1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1260+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1260
 BV1260  HISTORY     - Date     Condition        Report By
 BV1260  HISTORY     - 1974     MONUMENTED       MSHD
 BV1260  HISTORY     - 20080201 GOOD             MSDOT
 BV1260
 BV1260                          STATION DESCRIPTION
 BV1260
 BV1260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1260'2.8 MI E FROM LAUREL.
 BV1260'THE MARK IS LOCATED 2.8 MILES EAST OF LAUREL BY A UTILITY POLE ON THE
 BV1260'WEST SIDE OF A BLACK TOP ROAD CONNECTING THE OLD AND NEW HIGHWAY NEAR
 BV1260'PARKER CYCLE SHOP, 1.3 MILES WEST OF POWER SCHOOL IN THE SW QUARTER
 BV1260'OF THE SE QUARTER OF SECTION 33, T 9 N, R 11 W. IT IS 132 FEET NORTH
 BV1260'OF THE CENTER OF HIGHWAY 84, 10.5 FEET WEST OF THE CENTER OF A BLACK
 BV1260'TOP DRIVE, 63 FEET NE OF THE SE CORNER OF THE CYCLE SHOP, 42 FEET
 BV1260'EAST OF THE NE CORNER OF THE MAIN BUILDING OF THE CYCLE SHOP, 25 FEET
 BV1260'WNW OF A 12 INCH SEASONAL TREE, 39 FEET SW OF A 36 INCH CEDAR, 2.5
 BV1260'FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A FENCE AND METAL WITNESS
 BV1260'POST SET IN THE TOP OF A 12 INCH CONCRETE ABOUT 1 FOOT ABOVE THE
 BV1260'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BV1260'TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 ON THE EAST SIDE OF
 BV1260'LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 1.8 MILES TO A SIDE ROAD AND
 BV1260'THE MARK ON THE RIGHT.
 BV1260
 BV1260                          STATION RECOVERY (2008)
 BV1260
 BV1260'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1260'TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 ON THE EAST SIDE OF
 BV1260'LAUREL
 BV1260'GO EAST OF U.S. HIGHWAY 84 FOR 1.8 MILES TO BICYCLE SHOP RD. AND THE
 BV1260'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1261 ***********************************************************************
 BV1261  DESIGNATION -  84 V 103
 BV1261  PID         -  BV1261
 BV1261  STATE/COUNTY-  MS/JONES
 BV1261  USGS QUAD   -  LAUREL EAST (1982)
 BV1261
 BV1261                         *CURRENT SURVEY CONTROL
 BV1261  ___________________________________________________________________
 BV1261* NAD 83(1986)-  31 41 49.     (N)    089 04 26.     (W)     SCALED    
 BV1261* NAVD 88     -        79.111  (meters)     259.55   (feet)  ADJUSTED  
 BV1261  ___________________________________________________________________
 BV1261  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BV1261  DYNAMIC HT  -          79.018 (meters)     259.24  (feet)  COMP
 BV1261  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 BV1261
 BV1261  VERT ORDER  -  SECOND    CLASS II
 BV1261
 BV1261.The horizontal coordinates were scaled from a topographic map and have
 BV1261.an estimated accuracy of +/- 6 seconds.
 BV1261
 BV1261.The orthometric height was determined by differential leveling
 BV1261.and adjusted in May 1996.
 BV1261
 BV1261.The geoid height was determined by GEOID03.
 BV1261
 BV1261.The dynamic height is computed by dividing the NAVD 88
 BV1261.geopotential number by the normal gravity value computed on the
 BV1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1261.degrees latitude (g = 980.6199 gals.).
 BV1261
 BV1261.The modeled gravity was interpolated from observed gravity values.
 BV1261
 BV1261;                    North         East    Units  Estimated Accuracy
 BV1261;SPC MS E     -   243,570.      277,200.      MT  (+/- 180 meters Scaled)
 BV1261
 BV1261                          SUPERSEDED SURVEY CONTROL
 BV1261
 BV1261  NGVD 29 (??/??/92)   79.140  (m)          259.65   (f) ADJ UNCH    2 2
 BV1261
 BV1261.Superseded values are not recommended for survey control.
 BV1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1261.See file dsdata.txt to determine how the superseded data were derived.
 BV1261
 BV1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA034087(NAD 83)
 BV1261_MARKER: DD = SURVEY DISK
 BV1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1261_SP_SET: CONCRETE FOOTING
 BV1261_STAMPING: BM 84V 103 1974
 BV1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1261+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1261
 BV1261  HISTORY     - Date     Condition        Report By
 BV1261  HISTORY     - 1974     MONUMENTED       MSHD
 BV1261  HISTORY     - 20080201 GOOD             MSDOT
 BV1261
 BV1261                          STATION DESCRIPTION
 BV1261
 BV1261'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1261'3.5 MI E FROM LAUREL.
 BV1261'THE MARK IS LOCATED 3.5 MILES EAST OF LAUREL NEAR THE NE CORNER OF
 BV1261'THE CONCRETE BASE OF THE SW ONE OF FOUR LAMPS OF THE DIXIE ELECTRICAL
 BV1261'POWER COMPANY, 0.55 MILE WEST OF THE POWERS SCHOOL IN THE NW QUARTER
 BV1261'OF SECTION 2, T 8 N, R 11 W. IT IS 104.5 FEET SE OF THE SE CORNER OF
 BV1261'THE POWER COMPANY BUILDING, 56 FEET EAST OF THE PROJECTED PLANE OF
 BV1261'THE EAST WALL OF THE BUILDING, 12 FEET WEST OF THE SW POST OF A LARGE
 BV1261'CARPORT ON THE BACK OF THE POWER COMPANY BUILDING, 5 FEET WEST OF A
 BV1261'CYCLONE FENCE, 74 FEET NORTH OF A FENCE CORNER, 3 FEET EAST OF THE
 BV1261'EAST OF A WALK SET IN A DRILL HOLE IN THE NE CORNER OF THE CONCRETE
 BV1261'FOOTING FOR THE SW FLOOD LAMP IN THE NEAR OF THE DIXIE ELECTRICAL
 BV1261'POWER COMPANY AND IS ABOUT THREE AND ONE HALF FEET ABOVE THE GROUND.
 BV1261'TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE EAST EDGE
 BV1261'OF LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 2.55 MILES TO THE ENTRANCE
 BV1261'TO THE POWER COMPANY ON THE RIGHT. TURN RIGHT AND CONTINUE SOUTH ON A
 BV1261'BLACK TOP DRIVE TO THE PARKING LOT AT THE REAR OF THE BUILDING AND
 BV1261'THE MARK AS DESCRIBED.
 BV1261
 BV1261                          STATION RECOVERY (2008)
 BV1261
 BV1261'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1262 ***********************************************************************
 BV1262  DESIGNATION -  84 V 104
 BV1262  PID         -  BV1262
 BV1262  STATE/COUNTY-  MS/JONES
 BV1262  USGS QUAD   -  LAUREL EAST (1982)
 BV1262
 BV1262                         *CURRENT SURVEY CONTROL
 BV1262  ___________________________________________________________________
 BV1262* NAD 83(1986)-  31 41 55.     (N)    089 03 35.     (W)     SCALED    
 BV1262* NAVD 88     -        79.294  (meters)     260.15   (feet)  ADJUSTED  
 BV1262  ___________________________________________________________________
 BV1262  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BV1262  DYNAMIC HT  -          79.200 (meters)     259.84  (feet)  COMP
 BV1262  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 BV1262
 BV1262  VERT ORDER  -  SECOND    CLASS II
 BV1262
 BV1262.The horizontal coordinates were scaled from a topographic map and have
 BV1262.an estimated accuracy of +/- 6 seconds.
 BV1262
 BV1262.The orthometric height was determined by differential leveling
 BV1262.and adjusted in May 1996.
 BV1262
 BV1262.The geoid height was determined by GEOID03.
 BV1262
 BV1262.The dynamic height is computed by dividing the NAVD 88
 BV1262.geopotential number by the normal gravity value computed on the
 BV1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1262.degrees latitude (g = 980.6199 gals.).
 BV1262
 BV1262.The modeled gravity was interpolated from observed gravity values.
 BV1262
 BV1262;                    North         East    Units  Estimated Accuracy
 BV1262;SPC MS E     -   243,750.      278,540.      MT  (+/- 180 meters Scaled)
 BV1262
 BV1262                          SUPERSEDED SURVEY CONTROL
 BV1262
 BV1262  NGVD 29 (??/??/92)   79.322  (m)          260.24   (f) ADJ UNCH    2 2
 BV1262
 BV1262.Superseded values are not recommended for survey control.
 BV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1262.See file dsdata.txt to determine how the superseded data were derived.
 BV1262
 BV1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA047088(NAD 83)
 BV1262_MARKER: DD = SURVEY DISK
 BV1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1262_STAMPING: BM 84V 104 1974
 BV1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1262+STABILITY: SURFACE MOTION
 BV1262
 BV1262  HISTORY     - Date     Condition        Report By
 BV1262  HISTORY     - 1974     MONUMENTED       MSHD
 BV1262
 BV1262                          STATION DESCRIPTION
 BV1262
 BV1262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1262'4 2 MI E FROM LAUREL.
 BV1262'THE MARK IN LOCATED 4.2 MILES EAST OF LAUREL NEAR THE NE CORNER OF
 BV1262'HOUSE IMPLEMENT COMPANY, 0.2 MILE EAST OF POWERS ELEMENTARY SCHOOL IN
 BV1262'THE SE CORNER OF SECTION 35, T 9 N, R 11 W. IT IS 153 FEET OF THE
 BV1262'CENTER OF HIGHWAY 84, 68 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BV1262'53.5 FEET WEST OF THE NE CORNER OF A CYCLONE FENCE, 78 FEET NE OF A
 BV1262'POWER POLE WITH A GUT WIRE AND THREE TRANSFORMERS, 2 FEET NORTH OF A
 BV1262'CYCLONE FENCE, 2 FEET NE OF THE NE CORNER OF THE IMPLEMENT COMPANY,
 BV1262'1.5 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 1I INCH
 BV1262'CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE
 BV1262'GROUND. TO REACH FROM THE I-59 BRIDGE OVER U.S HIGHWAY 84 AT THE EAST
 BV1262'ON THE RIGHT JUST BEFORE REACHING A CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1263 ***********************************************************************
 BV1263  DESIGNATION -  84 V 105
 BV1263  PID         -  BV1263
 BV1263  STATE/COUNTY-  MS/JONES
 BV1263  USGS QUAD   -  LAUREL EAST (1982)
 BV1263
 BV1263                         *CURRENT SURVEY CONTROL
 BV1263  ___________________________________________________________________
 BV1263* NAD 83(1986)-  31 41 53.     (N)    089 02 53.     (W)     SCALED    
 BV1263* NAVD 88     -        86.632  (meters)     284.23   (feet)  ADJUSTED  
 BV1263  ___________________________________________________________________
 BV1263  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BV1263  DYNAMIC HT  -          86.530 (meters)     283.89  (feet)  COMP
 BV1263  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 BV1263
 BV1263  VERT ORDER  -  SECOND    CLASS II
 BV1263
 BV1263.The horizontal coordinates were scaled from a topographic map and have
 BV1263.an estimated accuracy of +/- 6 seconds.
 BV1263
 BV1263.The orthometric height was determined by differential leveling
 BV1263.and adjusted in May 1996.
 BV1263
 BV1263.The geoid height was determined by GEOID03.
 BV1263
 BV1263.The dynamic height is computed by dividing the NAVD 88
 BV1263.geopotential number by the normal gravity value computed on the
 BV1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1263.degrees latitude (g = 980.6199 gals.).
 BV1263
 BV1263.The modeled gravity was interpolated from observed gravity values.
 BV1263
 BV1263;                    North         East    Units  Estimated Accuracy
 BV1263;SPC MS E     -   243,690.      279,650.      MT  (+/- 180 meters Scaled)
 BV1263
 BV1263                          SUPERSEDED SURVEY CONTROL
 BV1263
 BV1263  NGVD 29 (??/??/92)   86.660  (m)          284.32   (f) ADJ UNCH    2 2
 BV1263
 BV1263.Superseded values are not recommended for survey control.
 BV1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1263.See file dsdata.txt to determine how the superseded data were derived.
 BV1263
 BV1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA059087(NAD 83)
 BV1263_MARKER: DD = SURVEY DISK
 BV1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1263_STAMPING: BM 84V 105 1974
 BV1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1263+STABILITY: SURFACE MOTION
 BV1263
 BV1263  HISTORY     - Date     Condition        Report By
 BV1263  HISTORY     - 1974     MONUMENTED       MSHD
 BV1263
 BV1263                          STATION DESCRIPTION
 BV1263
 BV1263'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1263'4.9 MI E FROM LAUREL.
 BV1263'THE MARK IS LOCATED 4.9 MILES EAST OF LAUREL NEAR THE NW CORNER OF
 BV1263'THE PRINCIPALS OFFICE OF THE NORTHEAST JONES HIGH SCHOOL ABOUT 1.5
 BV1263'MILES WEST OF THE ENTRANCE TO THE LAKE BOGUE HOMO SPILLWAY, ABOUT
 BV1263'0.25 MILE SOUTH OF U.S HIGHWAY 84 ABOUT 100 YARDS SOUTH OF THE SOUTH
 BV1263'SIDE OF MEMORIAL GARDENS IN THE NW QUARTER OF THE NE QUARTER OF
 BV1263'SECTION 1, T 8 N, R 11 W. IT IS 229 FEET SOUTH OF THE CENTER OF A
 BV1263'BLACK TOP ROAD, 50 FEET SOUTH OF THE CENTER OF THE SCHOOL DRIVE, 40
 BV1263'FEET EAST OF THE EAST EDGE OF A WALK, 27 FEET SSE OF THE SE POST OF
 BV1263'AN E-W CANOPY, 103.5 FEET SE OF THE FLAG POLE, 9 FEET ENE OF THE NW
 BV1263'CORNER OF THE NE SCHOOL BUILDING, 3 FEET NORTH OF THE NORTH WALL OF
 BV1263'THE BUILDING, 26.5 FEET SOUTH OF A ROW OF FLOOD LAMPS SET IN THE TOP
 BV1263'OF A 12 INCH ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO
 BV1263'REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE EAST EDGE OF
 BV1263'LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 3.6 MILES TO A A CROSSROAD.
 BV1263'TURN RIGHT AND GO SE ON A BLACK TOP ROAD FOR 0.35 MILE TO THE SCHOOL
 BV1263'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1264 ***********************************************************************
 BV1264  DESIGNATION -  84 V 106
 BV1264  PID         -  BV1264
 BV1264  STATE/COUNTY-  MS/JONES
 BV1264  USGS QUAD   -  LAUREL EAST (1982)
 BV1264
 BV1264                         *CURRENT SURVEY CONTROL
 BV1264  ___________________________________________________________________
 BV1264* NAD 83(1986)-  31 42 04.     (N)    089 02 04.     (W)     SCALED    
 BV1264* NAVD 88     -        83.994  (meters)     275.57   (feet)  ADJUSTED  
 BV1264  ___________________________________________________________________
 BV1264  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BV1264  DYNAMIC HT  -          83.895 (meters)     275.25  (feet)  COMP
 BV1264  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 BV1264
 BV1264  VERT ORDER  -  SECOND    CLASS II
 BV1264
 BV1264.The horizontal coordinates were scaled from a topographic map and have
 BV1264.an estimated accuracy of +/- 6 seconds.
 BV1264
 BV1264.The orthometric height was determined by differential leveling
 BV1264.and adjusted in May 1996.
 BV1264
 BV1264.The geoid height was determined by GEOID03.
 BV1264
 BV1264.The dynamic height is computed by dividing the NAVD 88
 BV1264.geopotential number by the normal gravity value computed on the
 BV1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1264.degrees latitude (g = 980.6199 gals.).
 BV1264
 BV1264.The modeled gravity was interpolated from observed gravity values.
 BV1264
 BV1264;                    North         East    Units  Estimated Accuracy
 BV1264;SPC MS E     -   244,030.      280,940.      MT  (+/- 180 meters Scaled)
 BV1264
 BV1264                          SUPERSEDED SURVEY CONTROL
 BV1264
 BV1264  NGVD 29 (??/??/92)   84.022  (m)          275.66   (f) ADJ UNCH    2 2
 BV1264
 BV1264.Superseded values are not recommended for survey control.
 BV1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1264.See file dsdata.txt to determine how the superseded data were derived.
 BV1264
 BV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA071091(NAD 83)
 BV1264_MARKER: DD = SURVEY DISK
 BV1264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV1264_SP_SET: FOUNDATION
 BV1264_STAMPING: BM 84V 106 1974
 BV1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1264
 BV1264  HISTORY     - Date     Condition        Report By
 BV1264  HISTORY     - 1974     MONUMENTED       MSHD
 BV1264
 BV1264                          STATION DESCRIPTION
 BV1264
 BV1264'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1264'5.5 MI E FROM LAUREL.
 BV1264'THE MARK IS LOCATED 5.5 MILES EAST OF LAUREL IN THE EXTENDED CONCRETE
 BV1264'FOUNDATION AT THE NE CORNER OF THE BETHLEHEM BAPTIST CHURCH ANNEX, 1
 BV1264'MILE WEST OF THE ENTRANCE TO THE LAKE BOGUE HOMO SPILLWAY, 0.7 MILE
 BV1264'EAST OF THE ENTRANCE TO MEMORIAL GARDENS IN THE SE QUARTER OF THE SW
 BV1264'QUARTER OF SECTION 31, T 9 N. R 10 W. IT IS 324.5 FEET SOUTH OF THE
 BV1264'CENTER OF HIGHWAY 84, 253 FEET EAST OF THE CENTER OF A BLACK TOP
 BV1264'ROAD, 76.5 FEET SE OF THE NE CORNER OF THE CHRUCH AUDITORIUM, 65.5
 BV1264'FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BV1264'AUDITORIUM, 36 FEET SSE OF THE SE CORNER OF A FENCE AROUND THE GRAVE
 BV1264'OF PRINTESS MARION GIEGER, 19 FEET SOUTH OF THE ROBBINS HEADSTONE,
 BV1264'10.5 FEET WEST OF A POLE WITH A LAMP ON IT SET IN A DRILL HOLE IN THE
 BV1264'TOP OF THE EXTENDED CONCRETE FOUNDATION AT THE NE CORNER OF THE
 BV1264'CHURCH ANNEX. TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT
 BV1264'THE EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 4.7 MILES TO
 BV1264'THE MARK ON THE CHURCH AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1265 ***********************************************************************
 BV1265  DESIGNATION -  84 V 107
 BV1265  PID         -  BV1265
 BV1265  STATE/COUNTY-  MS/JONES
 BV1265  USGS QUAD   -  LAUREL EAST (1982)
 BV1265
 BV1265                         *CURRENT SURVEY CONTROL
 BV1265  ___________________________________________________________________
 BV1265* NAD 83(1986)-  31 42 05.     (N)    089 01 26.     (W)     SCALED    
 BV1265* NAVD 88     -        71.512  (meters)     234.62   (feet)  ADJUSTED  
 BV1265  ___________________________________________________________________
 BV1265  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BV1265  DYNAMIC HT  -          71.428 (meters)     234.34  (feet)  COMP
 BV1265  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 BV1265
 BV1265  VERT ORDER  -  SECOND    CLASS II
 BV1265
 BV1265.The horizontal coordinates were scaled from a topographic map and have
 BV1265.an estimated accuracy of +/- 6 seconds.
 BV1265
 BV1265.The orthometric height was determined by differential leveling
 BV1265.and adjusted in May 1996.
 BV1265
 BV1265.The geoid height was determined by GEOID03.
 BV1265
 BV1265.The dynamic height is computed by dividing the NAVD 88
 BV1265.geopotential number by the normal gravity value computed on the
 BV1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1265.degrees latitude (g = 980.6199 gals.).
 BV1265
 BV1265.The modeled gravity was interpolated from observed gravity values.
 BV1265
 BV1265;                    North         East    Units  Estimated Accuracy
 BV1265;SPC MS E     -   244,060.      281,940.      MT  (+/- 180 meters Scaled)
 BV1265
 BV1265                          SUPERSEDED SURVEY CONTROL
 BV1265
 BV1265  NGVD 29 (??/??/92)   71.540  (m)          234.71   (f) ADJ UNCH    2 2
 BV1265
 BV1265.Superseded values are not recommended for survey control.
 BV1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1265.See file dsdata.txt to determine how the superseded data were derived.
 BV1265
 BV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA081091(NAD 83)
 BV1265_MARKER: DD = SURVEY DISK
 BV1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV1265_SP_SET: SPILLWAY
 BV1265_STAMPING: BM 84V 107 1974
 BV1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1265
 BV1265  HISTORY     - Date     Condition        Report By
 BV1265  HISTORY     - 1974     MONUMENTED       MSHD
 BV1265
 BV1265                          STATION DESCRIPTION
 BV1265
 BV1265'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1265'6.4 MI FROM LAUREL.
 BV1265'THE MARK IS LOCATED 6.4 MILES EAST OF LAUREL IN THE EAST END OF A
 BV1265'CONCRETE RETAINING WALL EXTENDING EAST OF THE EAST END OF THE LAKE
 BV1265'BOGUE HOMO SPILLWAY IN THE NW QUARTER OF THE SW QUARTER OF SECTION
 BV1265'32, T 9 N, R 10 W. IT IS 581 FEET NORTH OF THE CENTER OF HIGHWAY 84,
 BV1265'44.5 FEET EAST OF THE EAST END OF A WALKWAY OVER THE SPILLWAY, 174
 BV1265'FEET NNW OF THE NW CORNER OF A CONCRETE BLOCK BUILDING USED AS
 BV1265'RESTROOMS, 91 FEET WEST OF THE NW CORNER OF THE PORCH OF A SMALL
 BV1265'CONCRETE BLOCK BUILDING, 21 FEET EAST OF A POLE WITH A LAMP ON IT SET
 BV1265'IN A DRILL HOLE IN THE EAST END OF A CONCRETE RETAINING WALL
 BV1265'EXTENDING EAST OF THE SPILLWAY AND IS 8 FEET ABOVE THE SPILLWAY. TO
 BV1265'REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE EAST EDGE OF
 BV1265'LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 5.5 MILES TO THE SPILLWAY
 BV1265'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1266 ***********************************************************************
 BV1266  DESIGNATION -  84 V 108
 BV1266  PID         -  BV1266
 BV1266  STATE/COUNTY-  MS/JONES
 BV1266  USGS QUAD   -  LAUREL EAST (1982)
 BV1266
 BV1266                         *CURRENT SURVEY CONTROL
 BV1266  ___________________________________________________________________
 BV1266* NAD 83(1986)-  31 41 49.     (N)    089 00 37.     (W)     SCALED    
 BV1266* NAVD 88     -        96.911  (meters)     317.95   (feet)  ADJUSTED  
 BV1266  ___________________________________________________________________
 BV1266  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BV1266  DYNAMIC HT  -          96.797 (meters)     317.57  (feet)  COMP
 BV1266  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 BV1266
 BV1266  VERT ORDER  -  SECOND    CLASS II
 BV1266
 BV1266.The horizontal coordinates were scaled from a topographic map and have
 BV1266.an estimated accuracy of +/- 6 seconds.
 BV1266
 BV1266.The orthometric height was determined by differential leveling
 BV1266.and adjusted in May 1996.
 BV1266
 BV1266.The geoid height was determined by GEOID03.
 BV1266
 BV1266.The dynamic height is computed by dividing the NAVD 88
 BV1266.geopotential number by the normal gravity value computed on the
 BV1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1266.degrees latitude (g = 980.6199 gals.).
 BV1266
 BV1266.The modeled gravity was interpolated from observed gravity values.
 BV1266
 BV1266;                    North         East    Units  Estimated Accuracy
 BV1266;SPC MS E     -   243,560.      283,230.      MT  (+/- 180 meters Scaled)
 BV1266
 BV1266                          SUPERSEDED SURVEY CONTROL
 BV1266
 BV1266  NGVD 29 (??/??/92)   96.937  (m)          318.03   (f) ADJ UNCH    2 2
 BV1266
 BV1266.Superseded values are not recommended for survey control.
 BV1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1266.See file dsdata.txt to determine how the superseded data were derived.
 BV1266
 BV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA094086(NAD 83)
 BV1266_MARKER: DD = SURVEY DISK
 BV1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1266_SP_SET: CONCRETE FOOTING
 BV1266_STAMPING: BM 84V 108 1974
 BV1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1266
 BV1266  HISTORY     - Date     Condition        Report By
 BV1266  HISTORY     - 1974     MONUMENTED       MSHD
 BV1266
 BV1266                          STATION DESCRIPTION
 BV1266
 BV1266'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1266'7.3 MI E FROM LAUREL.
 BV1266'THE MARK IS LOCATED 7.3 MILES EAST OF LAUREL IN THE WEST CORNER OF
 BV1266'THE CONCRETE FOOTING FOR THE SW LEG ON THE M AND M WATER COMPANY
 BV1266'TANK, 0.7 MILE EAST OF THE ENTRANCE TO THE LAKE BOGUE HOMO SPILLWAY,
 BV1266'0.45 MILE EAST OF MAGNOLIA BOYS TOWN IN THE SW QUARTER OF SECTION 33,
 BV1266'T 9 N, R 10 W. IT IS 25 FEET NORTH OF THE NE CORNER OF THE WATER
 BV1266'COMPANY OFFICE, 94 FEET SSE OF THE NW CORNER OF A CYCLONE FENCE, 10
 BV1266'FEET EAST OF A CYCLONE FENCE SET IN A DRILL HOLE IN THE WEST CORNER
 BV1266'OF THE CONCRETE FOOTING FOR THE SW LEG OF THE TANK AND IS ABOUT 8
 BV1266'INCHES ABOVE THE GROUND. TO REACH FROM THE I-59 BRIDGE OVER U.S
 BV1266'HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84 FOR
 BV1266'6.3 MILES TO AN ANGLING SIDE ROAD LEFT. TURN LEFT AND GO NE ON A
 BV1266'BLACK TOP ROAD FOR 0.15 MILE TO THE TOP OF A HILL AND THE TANK AND
 BV1266'THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1267 ***********************************************************************
 BV1267  DESIGNATION -  84 V 109
 BV1267  PID         -  BV1267
 BV1267  STATE/COUNTY-  MS/JONES
 BV1267  USGS QUAD   -  LAUREL EAST (1982)
 BV1267
 BV1267                         *CURRENT SURVEY CONTROL
 BV1267  ___________________________________________________________________
 BV1267* NAD 83(1986)-  31 41 49.     (N)    089 00 00.     (W)     SCALED    
 BV1267* NAVD 88     -        89.155  (meters)     292.50   (feet)  ADJUSTED  
 BV1267  ___________________________________________________________________
 BV1267  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BV1267  DYNAMIC HT  -          89.049 (meters)     292.15  (feet)  COMP
 BV1267  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 BV1267
 BV1267  VERT ORDER  -  SECOND    CLASS II
 BV1267
 BV1267.The horizontal coordinates were scaled from a topographic map and have
 BV1267.an estimated accuracy of +/- 6 seconds.
 BV1267
 BV1267.The orthometric height was determined by differential leveling
 BV1267.and adjusted in May 1996.
 BV1267
 BV1267.The geoid height was determined by GEOID03.
 BV1267
 BV1267.The dynamic height is computed by dividing the NAVD 88
 BV1267.geopotential number by the normal gravity value computed on the
 BV1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1267.degrees latitude (g = 980.6199 gals.).
 BV1267
 BV1267.The modeled gravity was interpolated from observed gravity values.
 BV1267
 BV1267;                    North         East    Units  Estimated Accuracy
 BV1267;SPC MS E     -   243,560.      284,200.      MT  (+/- 180 meters Scaled)
 BV1267
 BV1267                          SUPERSEDED SURVEY CONTROL
 BV1267
 BV1267  NGVD 29 (??/??/92)   89.180  (m)          292.58   (f) ADJ UNCH    2 2
 BV1267
 BV1267.Superseded values are not recommended for survey control.
 BV1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1267.See file dsdata.txt to determine how the superseded data were derived.
 BV1267
 BV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA104085(NAD 83)
 BV1267_MARKER: DD = SURVEY DISK
 BV1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1267_STAMPING: BM 84V 109 1974
 BV1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1267+STABILITY: SURFACE MOTION
 BV1267
 BV1267  HISTORY     - Date     Condition        Report By
 BV1267  HISTORY     - 1974     MONUMENTED       MSHD
 BV1267
 BV1267                          STATION DESCRIPTION
 BV1267
 BV1267'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1267'7.8 MI E FROM LAUREL.
 BV1267'THE MARK IS LOCATED 7.8 MILES EAST OF LAUREL BY A POWER POLE WITH A
 BV1267'LAMP ON IT IN THE YARD OF MR. BILLY JOE PITTS, 1.5 MILES EAST OF THE
 BV1267'ENTRANCE TO THE LAKE BOGUE HOMO SPILLWAY IN THE NW QUARTER OF THE NE
 BV1267'QUARTER OF SECTION 4, T 8 N, R 10 W. IT IS 176 FEET SOUTH OF THE
 BV1267'CENTER OF HIGHWAY 84, 47 FEET SE  OF THE SE CORNER OF  A FRAME HOUSE.
 BV1267'21 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE,
 BV1267'20.5 FEET NE OF THE NE CORNER OF A PUMP HOUSE 1 FOOT NORTH OF A POLE
 BV1267'WITH A LAMP ON IT SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BV1267'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 BV1267'THE GROUND. EAST ON U.S. HIGHWAY 84 FOR 7.05 MILE TO A SIDE ROAD
 BV1267'RIGHT. CONTINUE EAST ON U.S. HIGHWAY 84 FOR ABOUT 100 YARDS TO A
 BV1267'HOUSE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1985 ***********************************************************************
 BW1985  DESIGNATION -  84 V 11
 BW1985  PID         -  BW1985
 BW1985  STATE/COUNTY-  MS/FRANKLIN
 BW1985  USGS QUAD   -  MC CALL CREEK (1972)
 BW1985
 BW1985                         *CURRENT SURVEY CONTROL
 BW1985  ___________________________________________________________________
 BW1985* NAD 83(1986)-  31 30 43.     (N)    090 40 12.     (W)     SCALED    
 BW1985* NAVD 88     -        99.261  (meters)     325.66   (feet)  ADJUSTED  
 BW1985  ___________________________________________________________________
 BW1985  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1985  DYNAMIC HT  -          99.140 (meters)     325.26  (feet)  COMP
 BW1985  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BW1985
 BW1985  VERT ORDER  -  SECOND    CLASS II
 BW1985
 BW1985.The horizontal coordinates were scaled from a topographic map and have
 BW1985.an estimated accuracy of +/- 6 seconds.
 BW1985
 BW1985.The orthometric height was determined by differential leveling
 BW1985.and adjusted in May 1996.
 BW1985
 BW1985.The geoid height was determined by GEOID03.
 BW1985
 BW1985.The dynamic height is computed by dividing the NAVD 88
 BW1985.geopotential number by the normal gravity value computed on the
 BW1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1985.degrees latitude (g = 980.6199 gals.).
 BW1985
 BW1985.The modeled gravity was interpolated from observed gravity values.
 BW1985
 BW1985;                    North         East    Units  Estimated Accuracy
 BW1985;SPC MS W     -   223,080.      668,020.      MT  (+/- 180 meters Scaled)
 BW1985
 BW1985                          SUPERSEDED SURVEY CONTROL
 BW1985
 BW1985  NGVD 29 (??/??/92)   99.322  (m)          325.86   (f) ADJ UNCH    2 2
 BW1985
 BW1985.Superseded values are not recommended for survey control.
 BW1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1985.See file dsdata.txt to determine how the superseded data were derived.
 BW1985
 BW1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ212886(NAD 83)
 BW1985_MARKER: DD = SURVEY DISK
 BW1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1985_STAMPING: BM 84V 11 1975
 BW1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1985+STABILITY: SURFACE MOTION
 BW1985
 BW1985  HISTORY     - Date     Condition        Report By
 BW1985  HISTORY     - 1975     MONUMENTED       MSHD
 BW1985
 BW1985                          STATION DESCRIPTION
 BW1985
 BW1985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1985'12.3 MI NE FROM BUDE.
 BW1985'THE MARK IS LOCATED 12.3 MILES NORTHEAST OF BUDE IN THE SOUTHWEST
 BW1985'ANGLE OF THE JUNCTION OF A BLACK TOP ROAD WITH U.S. HIGHWAY 84 AT THE
 BW1985'WEST EDGE OF THE COMMUNITY OF LUCIEN IN THE NORTHWEST 1/4 OF THE
 BW1985'SOUTHWEST 1/4 OF SECTION 1, T 6N, R 5E.  IT IS 51 FEET SOUTH OF THE
 BW1985'CENTER OF HIGHWAY 84, 57 FEET WEST OF THE CENTER OF A BLACK TOP ROAD,
 BW1985'27 FEET WEST OF A FENCE CORNER, 19 FEET EAST-SOUTHEAST OF A TELEPHONE
 BW1985'POLE WITH A GUY WIRE, 2.5 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A
 BW1985'METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW1985'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES. NOTE--
 BW1985'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE
 BW1985'OF BUDE GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 13.5 MILES TO A
 BW1985'SIDE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1268 ***********************************************************************
 BV1268  DESIGNATION -  84 V 110
 BV1268  PID         -  BV1268
 BV1268  STATE/COUNTY-  MS/JONES
 BV1268  USGS QUAD   -  MYRICK (1982)
 BV1268
 BV1268                         *CURRENT SURVEY CONTROL
 BV1268  ___________________________________________________________________
 BV1268* NAD 83(1986)-  31 41 49.     (N)    088 59 13.     (W)     SCALED    
 BV1268* NAVD 88     -        81.692  (meters)     268.02   (feet)  ADJUSTED  
 BV1268  ___________________________________________________________________
 BV1268  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BV1268  DYNAMIC HT  -          81.595 (meters)     267.70  (feet)  COMP
 BV1268  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BV1268
 BV1268  VERT ORDER  -  SECOND    CLASS II
 BV1268
 BV1268.The horizontal coordinates were scaled from a topographic map and have
 BV1268.an estimated accuracy of +/- 6 seconds.
 BV1268
 BV1268.The orthometric height was determined by differential leveling
 BV1268.and adjusted in May 1996.
 BV1268
 BV1268.The geoid height was determined by GEOID03.
 BV1268
 BV1268.The dynamic height is computed by dividing the NAVD 88
 BV1268.geopotential number by the normal gravity value computed on the
 BV1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1268.degrees latitude (g = 980.6199 gals.).
 BV1268
 BV1268.The modeled gravity was interpolated from observed gravity values.
 BV1268
 BV1268;                    North         East    Units  Estimated Accuracy
 BV1268;SPC MS E     -   243,560.      285,440.      MT  (+/- 180 meters Scaled)
 BV1268
 BV1268                          SUPERSEDED SURVEY CONTROL
 BV1268
 BV1268  NGVD 29 (??/??/92)   81.717  (m)          268.10   (f) ADJ UNCH    2 2
 BV1268
 BV1268.Superseded values are not recommended for survey control.
 BV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1268.See file dsdata.txt to determine how the superseded data were derived.
 BV1268
 BV1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA116085(NAD 83)
 BV1268_MARKER: DD = SURVEY DISK
 BV1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1268_STAMPING: BM 84V 110 1974
 BV1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1268+STABILITY: SURFACE MOTION
 BV1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1268+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 BV1268
 BV1268  HISTORY     - Date     Condition        Report By
 BV1268  HISTORY     - 1974     MONUMENTED       MSHD
 BV1268  HISTORY     - 20000713 GOOD             NGS
 BV1268  HISTORY     - 20060422 GOOD             GEOCAC
 BV1268  HISTORY     - 20080808 GOOD             JCLS
 BV1268
 BV1268                          STATION DESCRIPTION
 BV1268
 BV1268'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1268'8.7 MI E FROM LAUREL.
 BV1268'THE MARK IS LOCATED 8.7 MILES EAST OF LAUREL ON THE NORTH ROW OF U.S.
 BV1268'HIGHWAY 84 NEAR A LONE GRAVE AT THE SW CORNER OF THE PROPERTY OF THE
 BV1268'LEE CHAPEL FREEWILL BAPTIST CHURCH, 2.3 MILES EAST OF THE ENTRANCE TO
 BV1268'LAKE BOGUE HOMO, NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 34, T 9
 BV1268'N, R 10 W. IT IS 52.5 FEET NORTH OF THE CENTER OF HIGHWAY 84, 69 FEET
 BV1268'WEST OF THE CENTER OF THE CHURCH DRIVEWAY, 145 FEET WSW OF THE SW
 BV1268'CORNER OF THE CHURCH, 41 FEET SOUTH OF THE PROJECTED PLANE OF THE
 BV1268'SOUTH WALL OF THE CHURCH, 148 FEET SW OF A POLE WITH A LAMP ON IT,
 BV1268'5.5 FEET SSW OF THE GRAVE MARKER OF GEORGE M. PEARSON, 4 FEET EAST OF
 BV1268'A 4 INCH SQUARE CONCRETE POST, 1 FOOT SOUTH OF A FENCE CORNER, 1 FOOT
 BV1268'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BV1268'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 BV1268'PROJECTS 4 INCHES. TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84
 BV1268'AT THE EAST EDGE OF LAUREL GO EAST OF U.S. HIGHWAY 84 FOR 7.8 MILES
 BV1268'TO A CROSSROAD. CONTINUE EAST ON U.S. HIGHWAY FOR 0.15 MILE TO THE
 BV1268'LEFT JUST BEFORE REACHING A CHURCH.
 BV1268
 BV1268                          STATION RECOVERY (2000)
 BV1268
 BV1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1268'RECOVERED IN GOOD CONDITION.
 BV1268
 BV1268                          STATION RECOVERY (2006)
 BV1268
 BV1268'RECOVERY NOTE BY GEOCACHING 2006 (RK)
 BV1268'RECOVERED IN GOOD CONDITION.
 BV1268
 BV1268                          STATION RECOVERY (2008)
 BV1268
 BV1268'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BV1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1269 ***********************************************************************
 BV1269  DESIGNATION -  84 V 111
 BV1269  PID         -  BV1269
 BV1269  STATE/COUNTY-  MS/JONES
 BV1269  USGS QUAD   -  MYRICK (1982)
 BV1269
 BV1269                         *CURRENT SURVEY CONTROL
 BV1269  ___________________________________________________________________
 BV1269* NAD 83(1986)-  31 42 01.     (N)    088 58 14.     (W)     SCALED    
 BV1269* NAVD 88     -        91.564  (meters)     300.41   (feet)  ADJUSTED  
 BV1269  ___________________________________________________________________
 BV1269  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV1269  DYNAMIC HT  -          91.456 (meters)     300.05  (feet)  COMP
 BV1269  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 BV1269
 BV1269  VERT ORDER  -  SECOND    CLASS II
 BV1269
 BV1269.The horizontal coordinates were scaled from a topographic map and have
 BV1269.an estimated accuracy of +/- 6 seconds.
 BV1269
 BV1269.The orthometric height was determined by differential leveling
 BV1269.and adjusted in May 1996.
 BV1269
 BV1269.The geoid height was determined by GEOID03.
 BV1269
 BV1269.The dynamic height is computed by dividing the NAVD 88
 BV1269.geopotential number by the normal gravity value computed on the
 BV1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1269.degrees latitude (g = 980.6199 gals.).
 BV1269
 BV1269.The modeled gravity was interpolated from observed gravity values.
 BV1269
 BV1269;                    North         East    Units  Estimated Accuracy
 BV1269;SPC MS E     -   243,930.      286,990.      MT  (+/- 180 meters Scaled)
 BV1269
 BV1269                          SUPERSEDED SURVEY CONTROL
 BV1269
 BV1269  NGVD 29 (??/??/92)   91.589  (m)          300.49   (f) ADJ UNCH    2 2
 BV1269
 BV1269.Superseded values are not recommended for survey control.
 BV1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1269.See file dsdata.txt to determine how the superseded data were derived.
 BV1269
 BV1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA132089(NAD 83)
 BV1269_MARKER: DD = SURVEY DISK
 BV1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1269_STAMPING: BM 84V 111 1974
 BV1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1269+STABILITY: SURFACE MOTION
 BV1269
 BV1269  HISTORY     - Date     Condition        Report By
 BV1269  HISTORY     - 1974     MONUMENTED       MSHD
 BV1269
 BV1269                          STATION DESCRIPTION
 BV1269
 BV1269'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1269'9.6 MI E FROM LAUREL.
 BV1269'THE MARK IS LOCATED 9.6 MILES EAST OF LAUREL AT THE SW CORNER OF A
 BV1269'CYCLONE FENCE AROUND MR. B. M. WALTER HOUSE, 3.3 MILES EAST OF THE
 BV1269'ENTRANCE TO LAKE BOGUE HOMO SPILLWAY IN THE SE QUARTER OF THE SW
 BV1269'QUARTER OF SECTION 35, T 9 N, R 10 W. IT IS 310 FEET SOUTH OF THE
 BV1269'CENTER OF A GRAVELED ROAD, 12 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 BV1269'74.5 FEET SSW OF THE SW CORNER OF A BRICK HOUSE, 30 FEET WEST OF THE
 BV1269'PROJECTED PLANE OF THE E WEST WALL OF THE HOUSE, 14 FEET SE OF A
 BV1269'POWER POLE WITH A GUY WIRE, 1 FOOT WEST OF THE SW CORNER OF A CYCLONE
 BV1269'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 BV1269'INCH ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM
 BV1269'THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO
 BV1269'EAST ON U.S. HIGHWAY 84 FOR 8.5 MILES TO  A CROSSROAD. CONTINUE EAST
 BV1269'ON U.S. HIGHWAY 84 FOR 0.45 MILE TO A PRIVATE ROAD AND THE MARK
 BV1269'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1270 ***********************************************************************
 BV1270  DESIGNATION -  84 V 112
 BV1270  PID         -  BV1270
 BV1270  STATE/COUNTY-  MS/JONES
 BV1270  USGS QUAD   -  MYRICK (1982)
 BV1270
 BV1270                         *CURRENT SURVEY CONTROL
 BV1270  ___________________________________________________________________
 BV1270* NAD 83(1986)-  31 42 14.     (N)    088 57 24.     (W)     SCALED    
 BV1270* NAVD 88     -        98.569  (meters)     323.39   (feet)  ADJUSTED  
 BV1270  ___________________________________________________________________
 BV1270  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BV1270  DYNAMIC HT  -          98.453 (meters)     323.01  (feet)  COMP
 BV1270  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 BV1270
 BV1270  VERT ORDER  -  SECOND    CLASS II
 BV1270
 BV1270.The horizontal coordinates were scaled from a topographic map and have
 BV1270.an estimated accuracy of +/- 6 seconds.
 BV1270
 BV1270.The orthometric height was determined by differential leveling
 BV1270.and adjusted in May 1996.
 BV1270
 BV1270.The geoid height was determined by GEOID03.
 BV1270
 BV1270.The dynamic height is computed by dividing the NAVD 88
 BV1270.geopotential number by the normal gravity value computed on the
 BV1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1270.degrees latitude (g = 980.6199 gals.).
 BV1270
 BV1270.The modeled gravity was interpolated from observed gravity values.
 BV1270
 BV1270;                    North         East    Units  Estimated Accuracy
 BV1270;SPC MS E     -   244,320.      288,310.      MT  (+/- 180 meters Scaled)
 BV1270
 BV1270                          SUPERSEDED SURVEY CONTROL
 BV1270
 BV1270  NGVD 29 (??/??/92)   98.594  (m)          323.47   (f) ADJ UNCH    2 2
 BV1270
 BV1270.Superseded values are not recommended for survey control.
 BV1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1270.See file dsdata.txt to determine how the superseded data were derived.
 BV1270
 BV1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA145092(NAD 83)
 BV1270_MARKER: DD = SURVEY DISK
 BV1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1270_STAMPING: BM 84V 112 1974
 BV1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1270+STABILITY: SURFACE MOTION
 BV1270
 BV1270  HISTORY     - Date     Condition        Report By
 BV1270  HISTORY     - 1974     MONUMENTED       MSHD
 BV1270
 BV1270                          STATION DESCRIPTION
 BV1270
 BV1270'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1270'10.4 MILES EAST FROM LAUREL.
 BV1270'THE MARK IS LOCATED 10.4 MILES EAST OF LAUREL IN THE NW ANGLE OF AN
 BV1270'ANGLING CROSSROAD, 4.1 MILES EAST OF THE ENTRANCE TO THE LAKE BOGUE
 BV1270'HOMO SPILLWAY, 0.85 MILE WEST OF THE JONES-WAYNE COUNTY LINE IN THE
 BV1270'SW QUARTER OF THE NW QUARTER OF SECTION 36. IT IS 159 FEET. NORTH OF
 BV1270'THE CENTER OF HIGHWAY 84, 89 FEET NW OF THE CENTER OF A BLACK TOP
 BV1270'ROAD, 67.5 FEET ENE OF THE NE CORNER OF A FRAME HOUSE, 128 FEET WEST
 BV1270'OF THE WEST CORNER OF GREENS GROCERY, 66 FEET WEST OF A POWER POLE
 BV1270'WITH A GUY WIRE, 48.5 FEET ESE OF A 30 INCH OAK, 1.5 FEET SE OF A
 BV1270'POWER POLE WITH A GUY WIRE AND A TRANFORMER, 1 FOOT WEST OF A METAL
 BV1270'WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 BV1270'LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM
 BV1270'THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO
 BV1270'EAST ON U.S. HIGHWAY 84 FOR 9.7 MILES TO A CROSSROAD AND THE MARK
 BV1270'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1274 ***********************************************************************
 BV1274  DESIGNATION -  84 V 113
 BV1274  PID         -  BV1274
 BV1274  STATE/COUNTY-  MS/JONES
 BV1274  USGS QUAD   -  MYRICK (1982)
 BV1274
 BV1274                         *CURRENT SURVEY CONTROL
 BV1274  ___________________________________________________________________
 BV1274* NAD 83(1986)-  31 42 26.     (N)    088 56 34.     (W)     SCALED    
 BV1274* NAVD 88     -        79.828  (meters)     261.90   (feet)  ADJUSTED  
 BV1274  ___________________________________________________________________
 BV1274  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BV1274  DYNAMIC HT  -          79.734 (meters)     261.59  (feet)  COMP
 BV1274  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 BV1274
 BV1274  VERT ORDER  -  SECOND    CLASS II
 BV1274
 BV1274.The horizontal coordinates were scaled from a topographic map and have
 BV1274.an estimated accuracy of +/- 6 seconds.
 BV1274
 BV1274.The orthometric height was determined by differential leveling
 BV1274.and adjusted in May 1996.
 BV1274
 BV1274.The geoid height was determined by GEOID03.
 BV1274
 BV1274.The dynamic height is computed by dividing the NAVD 88
 BV1274.geopotential number by the normal gravity value computed on the
 BV1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1274.degrees latitude (g = 980.6199 gals.).
 BV1274
 BV1274.The modeled gravity was interpolated from observed gravity values.
 BV1274
 BV1274;                    North         East    Units  Estimated Accuracy
 BV1274;SPC MS E     -   244,690.      289,630.      MT  (+/- 180 meters Scaled)
 BV1274
 BV1274                          SUPERSEDED SURVEY CONTROL
 BV1274
 BV1274  NGVD 29 (??/??/92)   79.853  (m)          261.98   (f) ADJ UNCH    2 2
 BV1274
 BV1274.Superseded values are not recommended for survey control.
 BV1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1274.See file dsdata.txt to determine how the superseded data were derived.
 BV1274
 BV1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA158096(NAD 83)
 BV1274_MARKER: DD = SURVEY DISK
 BV1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1274_SP_SET: CULVERT
 BV1274_STAMPING: BM 84V 113 1974
 BV1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1274
 BV1274  HISTORY     - Date     Condition        Report By
 BV1274  HISTORY     - 1974     MONUMENTED       MSHD
 BV1274
 BV1274                          STATION DESCRIPTION
 BV1274
 BV1274'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1274'11.2 MI E FROM LAUREL.
 BV1274'THE MARK IS LOCATED 11.2 MILES EAST OF LAUREL IN THE EAST END OF THE
 BV1274'SOUTH HEADWALL ALL OF A 20 X 8 FOOT CONCRETE BOX CULVERT UNDER U.S.
 BV1274'HIGHWAY 84 JUST WEST OF THE JONES- WAYNE COUNTY LINE, 8.2 MILES WEST
 BV1274'OF THE BEAT FOUR SCHOOL AT WHISTLER IN THE  SE QUARTER OF THE NE
 BV1274'QUARTER OF SECTION 36, T 9 N, R 10 W. IT IS 14.5 FEET SOUTH OF THE
 BV1274'CENTER OF HIGHWAY 84, 147 FEET WNW OF POLE NO. B 138, 190 FEET WEST OF
 BV1274'THE JONES-WAYNE COUNTY LINE, 1 FOOT WEST OF A METAL WITNESS POST SET
 BV1274'IN A DRILL HOLE IN THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 BV1274'20 X 8 FOOT BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 BV1274'HIGHWAY. TO REACH FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 84 AT THE
 BV1274'EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84 FOR 10.4 MILES TO THE
 BV1274'MARK ON THE RIGHT JUST BEFORE REACHING THE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1275 ***********************************************************************
 BV1275  DESIGNATION -  84 V 114
 BV1275  PID         -  BV1275
 BV1275  STATE/COUNTY-  MS/WAYNE
 BV1275  USGS QUAD   -  MYRICK (1982)
 BV1275
 BV1275                         *CURRENT SURVEY CONTROL
 BV1275  ___________________________________________________________________
 BV1275* NAD 83(1986)-  31 42 21.     (N)    088 55 52.     (W)     SCALED    
 BV1275* NAVD 88     -        86.527  (meters)     283.88   (feet)  ADJUSTED  
 BV1275  ___________________________________________________________________
 BV1275  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BV1275  DYNAMIC HT  -          86.425 (meters)     283.55  (feet)  COMP
 BV1275  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BV1275
 BV1275  VERT ORDER  -  SECOND    CLASS II
 BV1275
 BV1275.The horizontal coordinates were scaled from a topographic map and have
 BV1275.an estimated accuracy of +/- 6 seconds.
 BV1275
 BV1275.The orthometric height was determined by differential leveling
 BV1275.and adjusted in May 1996.
 BV1275
 BV1275.The geoid height was determined by GEOID03.
 BV1275
 BV1275.The dynamic height is computed by dividing the NAVD 88
 BV1275.geopotential number by the normal gravity value computed on the
 BV1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1275.degrees latitude (g = 980.6199 gals.).
 BV1275
 BV1275.The modeled gravity was interpolated from observed gravity values.
 BV1275
 BV1275;                    North         East    Units  Estimated Accuracy
 BV1275;SPC MS E     -   244,540.      290,730.      MT  (+/- 180 meters Scaled)
 BV1275
 BV1275                          SUPERSEDED SURVEY CONTROL
 BV1275
 BV1275  NGVD 29 (??/??/92)   86.552  (m)          283.96   (f) ADJ UNCH    2 2
 BV1275
 BV1275.Superseded values are not recommended for survey control.
 BV1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1275.See file dsdata.txt to determine how the superseded data were derived.
 BV1275
 BV1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA170094(NAD 83)
 BV1275_MARKER: DD = SURVEY DISK
 BV1275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1275_SP_SET: CONCRETE PIPE
 BV1275_STAMPING: BM 84 V 114 1974
 BV1275_MARK LOGO: MSHD  
 BV1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1275+STABILITY: SURFACE MOTION
 BV1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1275+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 BV1275
 BV1275  HISTORY     - Date     Condition        Report By
 BV1275  HISTORY     - 1974     MONUMENTED       MSHD
 BV1275  HISTORY     - 19910805 SEE DESCRIPTION  MSHD
 BV1275
 BV1275                          STATION DESCRIPTION
 BV1275
 BV1275'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1275'11.7 MI E FROM LAUREL.
 BV1275'THE MARK IS LOCATED 11.7 MILES EAST OF LAUREL IN THE EAST END OF THE
 BV1275'SOUTH HEADWALL OF A 30 INCH PIPE CULVERT, 7.6 MILES WEST OF THE BEAT
 BV1275'FOUR SCHOOL AT WHISTLER, 5.6 MILES EAST OF THE ENTRANCE TO THE LAKE
 BV1275'BOGUE HOMO SPILLWAY, 0.65 MILE EAST OF THE JONES- WAYNE COUNTY LINE
 BV1275'IN THE SW QUARTER OF THE NE QUARTER OF SECTION 31, T 9 N, R 9 W. IT
 BV1275'IS 34.5 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 170 FEET WEST OF
 BV1275'TELEPHONE POLE NO. B 146, 18 FEET NORTH OF A FENCE, ONE HALF FEET
 BV1275'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF
 BV1275'THE SOUTH HEADWALL OF A CONCRETE CULVERT AND IS ABOUT 9 FEET BELOW
 BV1275'THE LEVEL OF THE HIGHWAY. TO REACH FROM THE I-59 BRIDGE OVER U.S.
 BV1275'HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S HIGHWAY 84 FOR
 BV1275'10.8 MILES TO AN ANGLING SIDE ROAD LEFT. CONTINUE EAST ON
 BV1275'U.S. HIGHWAY 84 FOR 0.25 MILE TO THE CULVERT AND THE MARK
 BV1275'ON RIGHT.
 BV1275
 BV1275                          STATION RECOVERY (1991)
 BV1275
 BV1275'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1275'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE CULVERT HAS BEEN
 BV1275'EXTENDED SO THE MARK WAS PROBABLY DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1276 ***********************************************************************
 BV1276  DESIGNATION -  84 V 115
 BV1276  PID         -  BV1276
 BV1276  STATE/COUNTY-  MS/WAYNE
 BV1276  USGS QUAD   -  MYRICK (1982)
 BV1276
 BV1276                         *CURRENT SURVEY CONTROL
 BV1276  ___________________________________________________________________
 BV1276* NAD 83(1986)-  31 42 16.     (N)    088 55 06.     (W)     SCALED    
 BV1276* NAVD 88     -        91.441  (meters)     300.00   (feet)  ADJUSTED  
 BV1276  ___________________________________________________________________
 BV1276  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BV1276  DYNAMIC HT  -          91.333 (meters)     299.65  (feet)  COMP
 BV1276  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 BV1276
 BV1276  VERT ORDER  -  SECOND    CLASS II
 BV1276
 BV1276.The horizontal coordinates were scaled from a topographic map and have
 BV1276.an estimated accuracy of +/- 6 seconds.
 BV1276
 BV1276.The orthometric height was determined by differential leveling
 BV1276.and adjusted in May 1996.
 BV1276
 BV1276.The geoid height was determined by GEOID03.
 BV1276
 BV1276.The dynamic height is computed by dividing the NAVD 88
 BV1276.geopotential number by the normal gravity value computed on the
 BV1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1276.degrees latitude (g = 980.6199 gals.).
 BV1276
 BV1276.The modeled gravity was interpolated from observed gravity values.
 BV1276
 BV1276;                    North         East    Units  Estimated Accuracy
 BV1276;SPC MS E     -   244,380.      291,940.      MT  (+/- 180 meters Scaled)
 BV1276
 BV1276                          SUPERSEDED SURVEY CONTROL
 BV1276
 BV1276  NGVD 29 (??/??/92)   91.465  (m)          300.08   (f) ADJ UNCH    2 2
 BV1276
 BV1276.Superseded values are not recommended for survey control.
 BV1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1276.See file dsdata.txt to determine how the superseded data were derived.
 BV1276
 BV1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA182092(NAD 83)
 BV1276_MARKER: DD = SURVEY DISK
 BV1276_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1276_SP_SET: CONCRETE PIPE
 BV1276_STAMPING: BM 84 V 115 1974
 BV1276_MARK LOGO: MSHD  
 BV1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1276+STABILITY: SURFACE MOTION
 BV1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1276+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 BV1276
 BV1276  HISTORY     - Date     Condition        Report By
 BV1276  HISTORY     - 1974     MONUMENTED       MSHD
 BV1276  HISTORY     - 19910805 SEE DESCRIPTION  MSHD
 BV1276
 BV1276                          STATION DESCRIPTION
 BV1276
 BV1276'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1276'12.5 MI E FROM LAUREL.
 BV1276'THE MARK IS LOCATED 12.5 MILES EAST OF LAUREL IN THE END OF THE NORTH
 BV1276'HEADWALL OF A 30 INCH CONCRETE PIPE, 6.8 MILES WEST OF THE BOAT FOUR
 BV1276'SCHOOL AT WHISTLER, 6.4 MILES EAST OF THE ENTRANCE TO THE LAKE BOGUE
 BV1276'HOMO SPILLWAY, 1.45 MILES EAST OF THE JONES-WAYNE COUNTY LINE, IN THE
 BV1276'SE QUARTER OF THE NW QUARTER OF SECTION 32, T 9 N, R W 1.45 MILES
 BV1276'EAST OF THE JONES-WAYNE COUNTY LINE. IT IS 32 FEET NORTH OF THE
 BV1276'CENTER OF HIGHWAY 84, 376 FEET EAST OF THE CENTER OF A BLACK TOP
 BV1276'ROAD, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BV1276'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT AND IS ABOUT 7
 BV1276'FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE I-59 BRIDGE
 BV1276'OVER U.S. HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S.
 BV1276'HIGHWAY 84 FOR 11.8 MILES TO A CROSSROAD. CONTINUE EAST ON U.S.
 BV1276'HIGHWAY 84 FOR ABOUT 100 YARDS TO THE CULVERT AND THE MARK ON THE
 BV1276'LEFT.
 BV1276
 BV1276                          STATION RECOVERY (1991)
 BV1276
 BV1276'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1276'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE CULVERT HAS BEEN
 BV1276'EXTENDED SO THE MARK WAS PROBABLY DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1828 ***********************************************************************
 BV1828  DESIGNATION -  84 V 116 RESET
 BV1828  PID         -  BV1828
 BV1828  STATE/COUNTY-  MS/WAYNE
 BV1828  USGS QUAD   -  MYRICK (1982)
 BV1828
 BV1828                         *CURRENT SURVEY CONTROL
 BV1828  ___________________________________________________________________
 BV1828* NAD 83(1986)-  31 42 06.     (N)    088 54 20.     (W)     SCALED    
 BV1828* NAVD 88     -        93.47   (meters)     306.7    (feet)  RESET     
 BV1828  ___________________________________________________________________
 BV1828  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BV1828  VERT ORDER  -  THIRD
 BV1828
 BV1828.The horizontal coordinates were scaled from a topographic map and have
 BV1828.an estimated accuracy of +/- 6 seconds.
 BV1828
 BV1828.The orthometric height was computed from unverified reset data.
 BV1828.No vertical observational check was made to the station.
 BV1828
 BV1828.The geoid height was determined by GEOID03.
 BV1828
 BV1828;                    North         East    Units  Estimated Accuracy
 BV1828;SPC MS E     -   244,070.      293,150.      MT  (+/- 180 meters Scaled)
 BV1828
 BV1828                          SUPERSEDED SURVEY CONTROL
 BV1828
 BV1828  NGVD 29 (08/12/04)   93.49   (m)          306.7    (f) RESET       3  
 BV1828
 BV1828.Superseded values are not recommended for survey control.
 BV1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1828.See file dsdata.txt to determine how the superseded data were derived.
 BV1828
 BV1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA194089(NAD 83)
 BV1828_MARKER: DB = BENCH MARK DISK
 BV1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1828_SP_SET: CONCRETE POST
 BV1828_STAMPING: 84 V 116 RESET 1985
 BV1828_MARK LOGO: NGS   
 BV1828_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1828+STABILITY: SURFACE MOTION
 BV1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1828+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 BV1828
 BV1828  HISTORY     - Date     Condition        Report By
 BV1828  HISTORY     - 1985     MONUMENTED       NGS
 BV1828  HISTORY     - 19910805 GOOD             MSHD
 BV1828
 BV1828                          STATION DESCRIPTION
 BV1828
 BV1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BV1828'11.8 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF I-59, AT
 BV1828'EAST EDGE OF LAUREL TO A CROSSROAD, CONTINUE EAST ON HIGHWAY 84 FOR
 BV1828'0.85 MILE TO MARK ON THE RIGHT, 125.0 FT (38.1 M) SOUTH OF THE CENTER
 BV1828'OF THE EAST BOUND LANES OF HIGHWAY 84, 59.0 FT (18.0 M) NORTH OF THE
 BV1828'CENTER OF GRAVEL DRIVE TO HOUSE, 3.0 FT (0.9 M) WEST OF A 14-INCH
 BV1828'PINE TREE, MARK IS FLUSH WITH THE GROUND.
 BV1828
 BV1828                          STATION RECOVERY (1991)
 BV1828
 BV1828'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1828'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) EAST OF LAUREL, ON THE
 BV1828'SOUTH R.O.W. OF U.S. HIGHWAY 84, 15.5 MI (24.9 KM) WEST OF
 BV1828'WAYNESBORO, 6.15 MI (9.90 KM) WEST OF THE BEAT FOUR SCHOOL AT
 BV1828'WHISTLER, 2.5 MI (4.0 KM) EAST OF THE JONES-WAYNE COUNTY LINE AND IS
 BV1828'IN SECTION 33, T 9N, R 9W.
 BV1828'TO REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 84 BYPASS AND U.S
 BV1828'HIGHWAY 84 ABOUT 5.5 MI (8.9 KM) EAST OF LAUREL, GO EAST ON U.S.
 BV1828'HIGHWAY 84 FOR 7.15 MI (11.51 KM) TO A CROSSROAD, CONTINUE EAST ON
 BV1828'U.S. HIGHWAY 84 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT.
 BV1828'MARK IS A NGS BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 BV1828'FLUSH WITH THE GROUND, 457.0 FT (139.3 M) WEST OF THE CENTER OF A
 BV1828'DRIVEWAY, 245.0 FT (74.7 M) EAST OF THE PROJECTED CENTER OF A
 BV1828'CROSSOVER, 121.0 FT (36.9 M) SOUTH OF THE CENTER OF THE EAST BOUND
 BV1828'LANE OF U.S. HIGHWAY 84, 64.0 FT (19.5 M) NORTHEAST OF A WATER VALVE,
 BV1828'58.0 FT (17.7 M) NORTH OF THE CENTER OF AN ABANDONED DRIVEWAY, 2.7 FT
 BV1828'(0.8 M) WEST OF A 12 INCH PINE WITH A WITNESS SIGN ON IT AND 1.5 FT
 BV1828'(0.5 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1278 ***********************************************************************
 BV1278  DESIGNATION -  84 V 117
 BV1278  PID         -  BV1278
 BV1278  STATE/COUNTY-  MS/WAYNE
 BV1278  USGS QUAD   -  MYRICK (1982)
 BV1278
 BV1278                         *CURRENT SURVEY CONTROL
 BV1278  ___________________________________________________________________
 BV1278* NAD 83(1986)-  31 41 50.     (N)    088 53 26.     (W)     SCALED    
 BV1278* NAVD 88     -        98.535  (meters)     323.28   (feet)  ADJUSTED  
 BV1278  ___________________________________________________________________
 BV1278  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BV1278  DYNAMIC HT  -          98.419 (meters)     322.90  (feet)  COMP
 BV1278  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 BV1278
 BV1278  VERT ORDER  -  SECOND    CLASS II
 BV1278
 BV1278.The horizontal coordinates were scaled from a topographic map and have
 BV1278.an estimated accuracy of +/- 6 seconds.
 BV1278
 BV1278.The orthometric height was determined by differential leveling
 BV1278.and adjusted in May 1996.
 BV1278
 BV1278.The geoid height was determined by GEOID03.
 BV1278
 BV1278.The dynamic height is computed by dividing the NAVD 88
 BV1278.geopotential number by the normal gravity value computed on the
 BV1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1278.degrees latitude (g = 980.6199 gals.).
 BV1278
 BV1278.The modeled gravity was interpolated from observed gravity values.
 BV1278
 BV1278;                    North         East    Units  Estimated Accuracy
 BV1278;SPC MS E     -   243,580.      294,580.      MT  (+/- 180 meters Scaled)
 BV1278
 BV1278                          SUPERSEDED SURVEY CONTROL
 BV1278
 BV1278  NGVD 29 (??/??/92)   98.558  (m)          323.35   (f) ADJ UNCH    2 2
 BV1278
 BV1278.Superseded values are not recommended for survey control.
 BV1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1278.See file dsdata.txt to determine how the superseded data were derived.
 BV1278
 BV1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA208084(NAD 83)
 BV1278_MARKER: DD = SURVEY DISK
 BV1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1278_SP_SET: CONCRETE POST
 BV1278_STAMPING: BM 84 V 117 1974
 BV1278_MARK LOGO: MSHD  
 BV1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1278+STABILITY: SURFACE MOTION
 BV1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1278+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 BV1278
 BV1278  HISTORY     - Date     Condition        Report By
 BV1278  HISTORY     - 1974     MONUMENTED       MSHD
 BV1278  HISTORY     - 1985     GOOD             NGS
 BV1278  HISTORY     - 19910805 GOOD             MSHD
 BV1278
 BV1278                          STATION DESCRIPTION
 BV1278
 BV1278'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1278'14 MI E FROM LAUREL.
 BV1278'THE MARK IS LOCATED 14 MILES EAST OF LAUREL IN THE NE CORNER OF THE
 BV1278'SELLERS OVERSTREET CEMETERY, 14.8 MILES WEST OF WAYNESBORO, 5.3 MILES
 BV1278'WEST OF THE BEAT FOUR SCHOOL AT WHISTLER, IT IS 454 FEET SOUTH OF THE
 BV1278'CENTER OF HIGHWAY 84, 67 FEET WEST OF THE CENTER OF A PRIVATE ROAD,
 BV1278'59 FEET WEST OF A 24 INCH OAK IN WEST OF ROAD, 124 FEET SOUTH OF A
 BV1278'UTILITY POLE WITH A TRANSFORMER, 15 FEET NE OF A 9 INCH MAGNOLIA, 2
 BV1278'FEET SW OF THE NE CORNER OF THE CEMENTERY, 1.5 FEET WEST OF A METAL
 BV1278'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST AND IS
 BV1278'FLUSH WITH THE GROUND. TO REACH FROM THE I-59 BRIDGE OVER U.S.
 BV1278'HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84 FOR
 BV1278'13.5 MILES TO A CROSSROAD. TURN RIGHT AND GO SOUTH ON A PRIVATE ROAD
 BV1278'FOR 0.1 MILE TO THE CEMETERY AND THE MARK ON THE RIGHT.
 BV1278
 BV1278                          STATION RECOVERY (1985)
 BV1278
 BV1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BV1278'RECOVERED IN GOOD CONDITION.
 BV1278
 BV1278                          STATION RECOVERY (1991)
 BV1278
 BV1278'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1278'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) EAST LAUREL, NEAR THE
 BV1278'NORTHEAST CORNER OF THE SELLERS CEMETERY, 14.7 MI (23.7 KM) WEST OF
 BV1278'WAYNESBORO, 5.3 MI (8.5 KM) WEST OF THE BEAT FOUR SCHOOL AT WHISTLER,
 BV1278'3.0 MI (4.8 KM) EAST OF THE JONES-WAYNE COUNTY LINE AND IS IN THE
 BV1278'NORTHWEST CORNER OF SECTION 4, T 8N, R 9W.
 BV1278'TO REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 84 BYPASS AND U.S.
 BV1278'HIGHWAY 84 ABOUT 5.5 MI (8.9 KM) EAST OF LAUREL, GO EAST ON U.S.
 BV1278'HIGHWAY 84 FOR 8.85 MI (14.24 KM) TO A PRIVATE ROAD AND THE MARK ON
 BV1278'THE RIGHT.
 BV1278'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 BV1278'WITH THE GROUND, 269.0 FT (82.0 M) SOUTH OF THE CENTER OF THE EAST
 BV1278'BOUND LANE OF U.S. HIGHWAY 84, 124.0 FT (37.8 M) SOUTH OF A POWER
 BV1278'POLE, 68.0 FT (20.7 M) WEST OF THE CENTER OF A PRIVATE ROAD, 58.7 FT
 BV1278'(17.9 M) WEST OF A 24 INCH OAK, 44.5 FT (13.6 M) EAST OF AN 18 INCH
 BV1278'MAGNOLIA, 15.0 FT (4.6 M) NORTHEAST OF A 15 INCH MAGNOLIA, 5.5 FT
 BV1278'(1.7 M) NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF A BRICK
 BV1278'HOUSE, 2.5 FT (0.8 M) NORTHWEST OF THE SELLERS CEMETERY EST 1820 SIGN
 BV1278'AND 1.5 FT (0.5 M) WEST-NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1283 ***********************************************************************
 BV1283  DESIGNATION -  84 V 118
 BV1283  PID         -  BV1283
 BV1283  STATE/COUNTY-  MS/WAYNE
 BV1283  USGS QUAD   -  WHISTLER (1982)
 BV1283
 BV1283                         *CURRENT SURVEY CONTROL
 BV1283  ___________________________________________________________________
 BV1283* NAD 83(1986)-  31 41 49.     (N)    088 51 24.     (W)     SCALED    
 BV1283* NAVD 88     -        89.863  (meters)     294.83   (feet)  ADJUSTED  
 BV1283  ___________________________________________________________________
 BV1283  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BV1283  DYNAMIC HT  -          89.756 (meters)     294.47  (feet)  COMP
 BV1283  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 BV1283
 BV1283  VERT ORDER  -  SECOND    CLASS II
 BV1283
 BV1283.The horizontal coordinates were scaled from a topographic map and have
 BV1283.an estimated accuracy of +/- 6 seconds.
 BV1283
 BV1283.The orthometric height was determined by differential leveling
 BV1283.and adjusted in May 1996.
 BV1283
 BV1283.The geoid height was determined by GEOID03.
 BV1283
 BV1283.The dynamic height is computed by dividing the NAVD 88
 BV1283.geopotential number by the normal gravity value computed on the
 BV1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1283.degrees latitude (g = 980.6199 gals.).
 BV1283
 BV1283.The modeled gravity was interpolated from observed gravity values.
 BV1283
 BV1283;                    North         East    Units  Estimated Accuracy
 BV1283;SPC MS E     -   243,550.      297,790.      MT  (+/- 180 meters Scaled)
 BV1283
 BV1283                          SUPERSEDED SURVEY CONTROL
 BV1283
 BV1283  NGVD 29 (??/??/92)   89.884  (m)          294.89   (f) ADJ UNCH    2 2
 BV1283
 BV1283.Superseded values are not recommended for survey control.
 BV1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1283.See file dsdata.txt to determine how the superseded data were derived.
 BV1283
 BV1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA240083(NAD 83)
 BV1283_MARKER: DD = SURVEY DISK
 BV1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1283_SP_SET: CONCRETE POST
 BV1283_STAMPING: BM 84 V 118 1974
 BV1283_MARK LOGO: MSHD  
 BV1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1283+STABILITY: SURFACE MOTION
 BV1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1283+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 BV1283
 BV1283  HISTORY     - Date     Condition        Report By
 BV1283  HISTORY     - 1974     MONUMENTED       MSHD
 BV1283  HISTORY     - 19910807 GOOD             MSHD
 BV1283
 BV1283                          STATION DESCRIPTION
 BV1283
 BV1283'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1283'12.75 MI W FROM WAYNESBORO.
 BV1283'THE MARK IS LOCATED 12.75 MILES WEST OF WAYNESBORO BY POWER IN FRONT
 BV1283'OF A BRICK HOUSE OWNED BY MR. ROBERT WEST, 15.95 MILES EAST OF
 BV1283'LAUREL, 3.2 MILES WEST OF THE BEAT FOUR SCHOOL AT WHISTLER, 10.15
 BV1283'MILES EAST OF THE ENTRANCE TO THE LAKE BOQUE HOMO SPILLWAY IN THE NW
 BV1283'QUARTER OF SECTION 1, T 8 N, R 9 W. IT IS 343 FEET OF SOUTH OF THE
 BV1283'CENTER OF HIGHWAY 84, 45 FEET EAST OF THE CENTER OF THE WEST GRAVELED
 BV1283'DRIVEWAY, 49 FEET WEST OF THE CENTER OF THE EAST DRIVEWAY, 75 FEET
 BV1283'NORTH OF THE NW CORNER OF THE GARAGE OF A  BRICK HOUSE, 75 FEET NW OF
 BV1283'THE NW CORNER OF THE BRICK HOUSE, 47 FEET NORTH OF A 15 INCH OAK, 1.5
 BV1283'FEET NORTH OF A POWER POLE WITH A GUY WIRE AND A TRANFORMER SET IN
 BV1283'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL
 BV1283'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 BV1283'COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 12.25 MILES TO
 BV1283'A CROSSROAD. CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MILE TO THE
 BV1283'HOUSE AND THE MARK ON THE LEFT.
 BV1283
 BV1283                          STATION RECOVERY (1991)
 BV1283
 BV1283'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1283'THE MARK IS LOCATED ABOUT 12.75 MI (20.52 KM) WEST OF WAYNESBORO, BY A
 BV1283'POWER POLE IN THE FRONT YARD OF A BRICK HOUSE OWNED BY MR. ROBERT
 BV1283'WEST, 15.95 MI (25.67 KM) EAST OF LAUREL, 10.15 MI (16.33 KM) EAST OF
 BV1283'THE ENTRANCE TO THE LAKE BOGUE HOMO SPILLWAY, 3.2 MI (5.1 KM) WEST OF
 BV1283'THE BEAT FOUR SCHOOL AT WHISTLER AND IS IN SECTION 1, T 8N, R 9W.
 BV1283'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1283'HIGHWAY 84 FOR 12.25 MI (19.71 KM) TO A CROSSROAD, CONTINUE WEST ON
 BV1283'U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO THE BRICK HOUSE AND THE MARK
 BV1283'ON THE LEFT.
 BV1283'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 1.0
 BV1283'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV1283'195.0 FT (59.4 M) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 BV1283'HIGHWAY 84, 75.0 FT (22.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 BV1283'BRICK HOUSE, 75.0 FT (22.9 M) NORTH OF THE NORTHWEST CORNER OF THE
 BV1283'GARAGE, 49.0 FT (14.9 M) WEST OF THE CENTER OF THE EAST DRIVEWAY,
 BV1283'45.0 FT (13.7 M) EAST OF THE CENTER OF THE WEST DRIVEWAY, 47.0 FT
 BV1283'(14.3 M) NORTH OF AN 18 INCH OAK AND 1.5 FT (0.5 M) NORTH OF A POWER
 BV1283'POLE WITH A GUY WIRE AND A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1284 ***********************************************************************
 BV1284  DESIGNATION -  84 V 119
 BV1284  PID         -  BV1284
 BV1284  STATE/COUNTY-  MS/WAYNE
 BV1284  USGS QUAD   -  WHISTLER (1982)
 BV1284
 BV1284                         *CURRENT SURVEY CONTROL
 BV1284  ___________________________________________________________________
 BV1284* NAD 83(1986)-  31 41 49.     (N)    088 50 43.     (W)     SCALED    
 BV1284* NAVD 88     -        80.795  (meters)     265.07   (feet)  ADJUSTED  
 BV1284  ___________________________________________________________________
 BV1284  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BV1284  DYNAMIC HT  -          80.699 (meters)     264.76  (feet)  COMP
 BV1284  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 BV1284
 BV1284  VERT ORDER  -  SECOND    CLASS II
 BV1284
 BV1284.The horizontal coordinates were scaled from a topographic map and have
 BV1284.an estimated accuracy of +/- 6 seconds.
 BV1284
 BV1284.The orthometric height was determined by differential leveling
 BV1284.and adjusted in May 1996.
 BV1284
 BV1284.The geoid height was determined by GEOID03.
 BV1284
 BV1284.The dynamic height is computed by dividing the NAVD 88
 BV1284.geopotential number by the normal gravity value computed on the
 BV1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1284.degrees latitude (g = 980.6199 gals.).
 BV1284
 BV1284.The modeled gravity was interpolated from observed gravity values.
 BV1284
 BV1284;                    North         East    Units  Estimated Accuracy
 BV1284;SPC MS E     -   243,550.      298,870.      MT  (+/- 180 meters Scaled)
 BV1284
 BV1284                          SUPERSEDED SURVEY CONTROL
 BV1284
 BV1284  NGVD 29 (??/??/92)   80.815  (m)          265.14   (f) ADJ UNCH    2 2
 BV1284
 BV1284.Superseded values are not recommended for survey control.
 BV1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1284.See file dsdata.txt to determine how the superseded data were derived.
 BV1284
 BV1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA251083(NAD 83)
 BV1284_MARKER: DD = SURVEY DISK
 BV1284_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1284_SP_SET: BOX CULVERT
 BV1284_STAMPING: BM 84 V 119 1974
 BV1284_MARK LOGO: MSHD  
 BV1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1284+STABILITY: SURFACE MOTION
 BV1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1284+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 BV1284
 BV1284  HISTORY     - Date     Condition        Report By
 BV1284  HISTORY     - 1974     MONUMENTED       MSHD
 BV1284  HISTORY     - 19910807 SEE DESCRIPTION  MSHD
 BV1284
 BV1284                          STATION DESCRIPTION
 BV1284
 BV1284'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1284'12.05 MI W FROM WAYNESBORO.
 BV1284'THE MARK IS LOCATED 12.05 MILES WEST OF WAYNESBORO IN THE EAST END OF
 BV1284'THE NORTH HEADWALL OF A 4 X 4 FOOT BOX CULVERT, 16.65 MILES EAST OF
 BV1284'LAUREL, 10.85 MILES EAST OF THE ENTRANCE TO LAKE BOQUE HOMO SPILLWAY
 BV1284'ABOUT 100 YARDS EAST OF A CROSSROAD IN THE SE QUARTER OF SECTION 36,
 BV1284'T 9 N 8 R 9 W. IT IS 29 FEET NORTH OF THE CENTER OF HIGHWAY 84, 305
 BV1284'FEET EAST OF THE CENTER OF BLACK TOP ROAD, 117 FEET WEST OF THE
 BV1284'CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE, 185 FEET SW OF THE SW
 BV1284'CORNER OF THE CARPORT OF A BRICKHOUSE, 123 FEET SW OF POWER POLE NO.
 BV1284'16, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BV1284'WEST END OF THE NORTH HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CULVERT
 BV1284'AND IS ABOUT 9 FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE
 BV1284'COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 9.7 MILES TO
 BV1284'THE BEAT FOUR SCHOOL AT WHITSLER, CONTINUE WEST ON U.S. HIGHWAY 84
 BV1284'FOR 2.5 MILES TO THE CULVERT AND THE MARK ON THE RIGHT JUST BEFORE
 BV1284'REACHING A CROSS ROAD.
 BV1284
 BV1284                          STATION RECOVERY (1991)
 BV1284
 BV1284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1284'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE CULVERT HAS BEEN
 BV1284'EXTENDED SO THE MARK WAS PROBABLY EITHER COVERED UP OR DESTROYED AT
 BV1284'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1986 ***********************************************************************
 BW1986  DESIGNATION -  84 V 12
 BW1986  PID         -  BW1986
 BW1986  STATE/COUNTY-  MS/FRANKLIN
 BW1986  USGS QUAD   -  MC CALL CREEK (1972)
 BW1986
 BW1986                         *CURRENT SURVEY CONTROL
 BW1986  ___________________________________________________________________
 BW1986* NAD 83(1986)-  31 30 49.     (N)    090 39 24.     (W)     SCALED    
 BW1986* NAVD 88     -        92.225  (meters)     302.57   (feet)  ADJUSTED  
 BW1986  ___________________________________________________________________
 BW1986  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1986  DYNAMIC HT  -          92.112 (meters)     302.20  (feet)  COMP
 BW1986  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 BW1986
 BW1986  VERT ORDER  -  SECOND    CLASS II
 BW1986
 BW1986.The horizontal coordinates were scaled from a topographic map and have
 BW1986.an estimated accuracy of +/- 6 seconds.
 BW1986
 BW1986.The orthometric height was determined by differential leveling
 BW1986.and adjusted in May 1996.
 BW1986
 BW1986.The geoid height was determined by GEOID03.
 BW1986
 BW1986.The dynamic height is computed by dividing the NAVD 88
 BW1986.geopotential number by the normal gravity value computed on the
 BW1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1986.degrees latitude (g = 980.6199 gals.).
 BW1986
 BW1986.The modeled gravity was interpolated from observed gravity values.
 BW1986
 BW1986;                    North         East    Units  Estimated Accuracy
 BW1986;SPC MS W     -   223,270.      669,290.      MT  (+/- 180 meters Scaled)
 BW1986
 BW1986                          SUPERSEDED SURVEY CONTROL
 BW1986
 BW1986  NGVD 29 (??/??/92)   92.283  (m)          302.77   (f) ADJ UNCH    2 2
 BW1986
 BW1986.Superseded values are not recommended for survey control.
 BW1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1986.See file dsdata.txt to determine how the superseded data were derived.
 BW1986
 BW1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ225889(NAD 83)
 BW1986_MARKER: DD = SURVEY DISK
 BW1986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1986_SP_SET: CULVERT
 BW1986_STAMPING: BM 84V 12 1975
 BW1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1986
 BW1986  HISTORY     - Date     Condition        Report By
 BW1986  HISTORY     - 1975     MONUMENTED       MSHD
 BW1986  HISTORY     - 20031203 MARK NOT FOUND   JCLS
 BW1986
 BW1986                          STATION DESCRIPTION
 BW1986
 BW1986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1986'11.7 MI NE FROM BUDE.
 BW1986'THE MARK IS LOCATED 11.7 MILES NORTHEAST OF BUDE IN THE WEST END OF
 BW1986'THE SOUTH HEADWALL OF A CONCRETE CULVERT IN THE SOUTHWEST ANGLE OF THE
 BW1986'CROSSING OF THE I.C.R.R. TRACK, 0.65 MILE EAST OF THE COMMUNITY OF
 BW1986'LUCIEN, 13.4 MILES WEST-SOUTHWEST OF BROOKHAVEN IN THE NORTHWEST 1/4
 BW1986'OF THE SOUTHEAST 1/4 OF SECTION 1, T 6N, R 5E.  IT IS 84 FEET WEST OF
 BW1986'THE CENTER OF THE CROSSING, 27 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 BW1986'84, 32.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 43 FEET WEST OF THE
 BW1986'CROSSING LIGHTS, 12 FEET EAST-NORTHEAST OF A POLE WITH A METER ON IT,
 BW1986'1 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BW1986'THE WEST END OF THE SOUTH HEADWALL OF A 30 INCH CONCRETE PIPE AND IS
 BW1986'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO REACH FROM THE
 BW1986'JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO EAST ON
 BW1986'U.S. HIGHWAY 84 THROUGH BUDE FOR 14.3 MILES TO THE CROSSING OF THE
 BW1986'I.C.R.R. TRACK AND THE MARK ON THE RIGHT. THE MARK ALSO CAN BE REACHED
 BW1986'FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND 84 ABOUT 2 MILES SOUTH OF
 BW1986'BROOKHAVEN BY GOING WEST ON U.S. HIGHWAY 84 FOR 12.95 MILES TO THE
 BW1986'CROSSING OF THE I.C.R.R. TRACK AND THE MARK ON THE LEFT.
 BW1986
 BW1986                          STATION RECOVERY (2003)
 BW1986
 BW1986'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BW1986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1285 ***********************************************************************
 BV1285  DESIGNATION -  84 V 120
 BV1285  PID         -  BV1285
 BV1285  STATE/COUNTY-  MS/WAYNE
 BV1285  USGS QUAD   -  WHISTLER (1982)
 BV1285
 BV1285                         *CURRENT SURVEY CONTROL
 BV1285  ___________________________________________________________________
 BV1285* NAD 83(1986)-  31 41 49.     (N)    088 49 52.     (W)     SCALED    
 BV1285* NAVD 88     -        89.628  (meters)     294.05   (feet)  ADJUSTED  
 BV1285  ___________________________________________________________________
 BV1285  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BV1285  DYNAMIC HT  -          89.522 (meters)     293.71  (feet)  COMP
 BV1285  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 BV1285
 BV1285  VERT ORDER  -  SECOND    CLASS II
 BV1285
 BV1285.The horizontal coordinates were scaled from a topographic map and have
 BV1285.an estimated accuracy of +/- 6 seconds.
 BV1285
 BV1285.The orthometric height was determined by differential leveling
 BV1285.and adjusted in May 1996.
 BV1285
 BV1285.The geoid height was determined by GEOID03.
 BV1285
 BV1285.The dynamic height is computed by dividing the NAVD 88
 BV1285.geopotential number by the normal gravity value computed on the
 BV1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1285.degrees latitude (g = 980.6199 gals.).
 BV1285
 BV1285.The modeled gravity was interpolated from observed gravity values.
 BV1285
 BV1285;                    North         East    Units  Estimated Accuracy
 BV1285;SPC MS E     -   243,550.      300,210.      MT  (+/- 180 meters Scaled)
 BV1285
 BV1285                          SUPERSEDED SURVEY CONTROL
 BV1285
 BV1285  NGVD 29 (??/??/92)   89.647  (m)          294.12   (f) ADJ UNCH    2 2
 BV1285
 BV1285.Superseded values are not recommended for survey control.
 BV1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1285.See file dsdata.txt to determine how the superseded data were derived.
 BV1285
 BV1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA264083(NAD 83)
 BV1285_MARKER: DD = SURVEY DISK
 BV1285_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1285_SP_SET: BOX CULVERT
 BV1285_STAMPING: BM 84 V 12O 1974
 BV1285_MARK LOGO: MSHD  
 BV1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1285+STABILITY: SURFACE MOTION
 BV1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1285+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 BV1285
 BV1285  HISTORY     - Date     Condition        Report By
 BV1285  HISTORY     - 1974     MONUMENTED       MSHD
 BV1285  HISTORY     - 19910807 SEE DESCRIPTION  MSHD
 BV1285
 BV1285                          STATION DESCRIPTION
 BV1285
 BV1285'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1285'11.15 MI W FROM WAYNESBORO.
 BV1285'THE MARK IS LOCATED 11.15 MILES WEST OF WAYNESBORO IN THE EAST OF THE
 BV1285'SOUTH HEADWALL OF AN 8 X 6 FOOT BOX CULVERT, 17.55 MILES EAST OF
 BV1285'LAUREL, 11.75 MILES EAST OF THE ENTRANCE TO LAKE BOQUE HOMO SPILLWAY
 BV1285'IN THE NW QUARTER OF THE NE QUARTER OF SECTION 6, T 8 N, R 8 W. IT IS
 BV1285'17.5 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 66 FEET WEST OF THE
 BV1285'CENTER OF A TRACK ROAD, 1 FOOT WEST OF A METAL WITNESS POST SET IN A
 BV1285'DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF AN 8 X 6 FOOT
 BV1285'CONCRETE BOX CULVERT AND IS ABOUT TWO AND ONE HALF FEET BELOW THE
 BV1285'LEVEL OF THE HIGHWAY. TO REACH FROM THE COURTHOUSE IN WAYNESBORO GO
 BV1285'SW ON U.S. HIGHWAY 84 FOR 10.3 MILES TO A SIDE ROAD RIGHT AND GATLIN
 BV1285'BROTHERS STORE ON THE LEFT. CONTINUE WEST ON U.S HIGHWAY 84 FOR 0.85
 BV1285'MILE TO THE CULVERT AND THE MARK ON THE LEFT.
 BV1285
 BV1285                          STATION RECOVERY (1991)
 BV1285
 BV1285'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1285'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE CULVERT HAS BEEN
 BV1285'EXTENDED SO THE MARK WAS EITHER COVERED UP OR DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1829 ***********************************************************************
 BV1829  DESIGNATION -  84 V 121 RESET
 BV1829  PID         -  BV1829
 BV1829  STATE/COUNTY-  MS/WAYNE
 BV1829  USGS QUAD   -  WHISTLER (1982)
 BV1829
 BV1829                         *CURRENT SURVEY CONTROL
 BV1829  ___________________________________________________________________
 BV1829* NAD 83(1986)-  31 41 49.     (N)    088 49 11.     (W)     SCALED    
 BV1829* NAVD 88     -       111.21   (meters)     364.9    (feet)  RESET     
 BV1829  ___________________________________________________________________
 BV1829  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BV1829  VERT ORDER  -  THIRD
 BV1829
 BV1829.The horizontal coordinates were scaled from a topographic map and have
 BV1829.an estimated accuracy of +/- 6 seconds.
 BV1829
 BV1829.The orthometric height was computed from unverified reset data.
 BV1829.No vertical observational check was made to the station.
 BV1829
 BV1829.The geoid height was determined by GEOID03.
 BV1829
 BV1829;                    North         East    Units  Estimated Accuracy
 BV1829;SPC MS E     -   243,550.      301,290.      MT  (+/- 180 meters Scaled)
 BV1829
 BV1829                          SUPERSEDED SURVEY CONTROL
 BV1829
 BV1829  NGVD 29 (08/12/04)  111.23   (m)          364.9    (f) RESET       3  
 BV1829
 BV1829.Superseded values are not recommended for survey control.
 BV1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1829.See file dsdata.txt to determine how the superseded data were derived.
 BV1829
 BV1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA275082(NAD 83)
 BV1829_MARKER: DB = BENCH MARK DISK
 BV1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1829_SP_SET: CONCRETE POST
 BV1829_STAMPING: 84 V 121 RESET 1985
 BV1829_MARK LOGO: NGS   
 BV1829_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1829+STABILITY: SURFACE MOTION
 BV1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1829+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 BV1829
 BV1829  HISTORY     - Date     Condition        Report By
 BV1829  HISTORY     - 1985     MONUMENTED       NGS
 BV1829  HISTORY     - 19910807 GOOD             MSHD
 BV1829
 BV1829                          STATION DESCRIPTION
 BV1829
 BV1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BV1829'10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN
 BV1829'WAYNESBORO TO A PAVED SIDE ROAD AND MARK ON THE RIGHT, 161.0 FT
 BV1829'(49.1 M) NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 84,
 BV1829'71.5 FT (21.8 M) NORTH OF A POWER POLE WITH TRANSFORMER, 30.0 FT
 BV1829'(9.1 M) SOUTHWEST OF THE CENTER OF PAVED ROAD LEADING NORTH, 18.5 FT
 BV1829'(5.6 M) WEST-NORTHWEST OF A POWER POLE, 5.0 FEET WEST OF CYCLONE
 BV1829'FENCE CORNER, MARK IS FLUSH WITH THE GROUND.
 BV1829
 BV1829                          STATION RECOVERY (1991)
 BV1829
 BV1829'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1829'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST OF WAYNESBORO, IN THE
 BV1829'NORTHWEST ANGLE OF A T INTERSECTION, 0.7 MI (1.1 KM) WEST OF THE
 BV1829'BEAT FOUR SCHOOL AT WHISTLER AND IS IN SECTION 32, T 9N, R 8W.
 BV1829'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1829'HIGHWAY 84 FOR 10.65 MI (17.14 KM) TO A SIDE ROAD AND THE MARK ON THE
 BV1829'RIGHT.
 BV1829'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1.0
 BV1829'FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 1 INCH, 160.5
 BV1829'FT (48.9 M) NORTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 84,
 BV1829'98.0 FT (29.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 BV1829'BLOCK BUILDING, 40.0 FT (12.2 M) NORTH OF THE CENTER OF A PAVED ROAD,
 BV1829'30.0 FT (9.1 M) SOUTHWEST OF THE CENTER OF ANOTHER PAVED ROAD, 18.3
 BV1829'FT (5.6 M) WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 8.7 FT
 BV1829'(2.7 M) SOUTHEAST OF A 10 INCH CEDAR AND 2.9 FT (0.9 M)
 BV1829'WEST-SOUTHWEST OF A 12 INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1287 ***********************************************************************
 BV1287  DESIGNATION -  84 V 122
 BV1287  PID         -  BV1287
 BV1287  STATE/COUNTY-  MS/WAYNE
 BV1287  USGS QUAD   -  WHISTLER (1982)
 BV1287
 BV1287                         *CURRENT SURVEY CONTROL
 BV1287  ___________________________________________________________________
 BV1287* NAD 83(1986)-  31 41 47.     (N)    088 48 27.     (W)     SCALED    
 BV1287* NAVD 88     -       114.238  (meters)     374.80   (feet)  ADJUSTED  
 BV1287  ___________________________________________________________________
 BV1287  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BV1287  DYNAMIC HT  -         114.103 (meters)     374.35  (feet)  COMP
 BV1287  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 BV1287
 BV1287  VERT ORDER  -  SECOND    CLASS II
 BV1287
 BV1287.The horizontal coordinates were scaled from a topographic map and have
 BV1287.an estimated accuracy of +/- 6 seconds.
 BV1287
 BV1287.The orthometric height was determined by differential leveling
 BV1287.and adjusted in May 1996.
 BV1287
 BV1287.The geoid height was determined by GEOID03.
 BV1287
 BV1287.The dynamic height is computed by dividing the NAVD 88
 BV1287.geopotential number by the normal gravity value computed on the
 BV1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1287.degrees latitude (g = 980.6199 gals.).
 BV1287
 BV1287.The modeled gravity was interpolated from observed gravity values.
 BV1287
 BV1287;                    North         East    Units  Estimated Accuracy
 BV1287;SPC MS E     -   243,490.      302,450.      MT  (+/- 180 meters Scaled)
 BV1287
 BV1287                          SUPERSEDED SURVEY CONTROL
 BV1287
 BV1287  NGVD 29 (??/??/92)  114.256  (m)          374.85   (f) ADJ UNCH    2 2
 BV1287
 BV1287.Superseded values are not recommended for survey control.
 BV1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1287.See file dsdata.txt to determine how the superseded data were derived.
 BV1287
 BV1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA286082(NAD 83)
 BV1287_MARKER: DD = SURVEY DISK
 BV1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1287_SP_SET: CONCRETE POST
 BV1287_STAMPING: BM 84 V 122 1974
 BV1287_MARK LOGO: MSHD  
 BV1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1287+STABILITY: SURFACE MOTION
 BV1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1287+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1287
 BV1287  HISTORY     - Date     Condition        Report By
 BV1287  HISTORY     - 1974     MONUMENTED       MSHD
 BV1287  HISTORY     - 19910806 GOOD             MSHD
 BV1287
 BV1287                          STATION DESCRIPTION
 BV1287
 BV1287'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1287'9.7 MI W FROM WAYNESBORO.
 BV1287'THE MARK IS LOCATED 9.7 MILES WEST OF WAYNESBORO NEAR THE NE CORNER
 BV1287'OF THE CLASS- ROOMS ON THE NORTH SIDE OF THE GYMNASIUM OF THE BEAT
 BV1287'FOUR SCHOOL AT WHISTLER, 19 MILES EAST OF LAUREL, 13.2 MILES EAST OF
 BV1287'THE ENTRANCE TO LAKE BOQUE HOMO SPILLWAY IN THE SW QUARTER OF SECTION
 BV1287'33, T 9 N, R 8 W. IT IS 330 FEET NORTH OF THE CENTER OF HIGHWAY 84,
 BV1287'155 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 127 FEET WEST OF A
 BV1287'CYCLONE FENCE , 28.5 FEET NORTH OF THE CENTER OF THE WEST ENTRANCE TO
 BV1287'THE SCHOOL, 17 FEET SOUTH OF A POWER POLE, 122 FEET WEST OF ANOTHER
 BV1287'POWER POLE WITH A GUY WIRE, 4 FEET WEST OF THE WEST EDGE OF A WALK,
 BV1287'2.5 FEET NE OF THE CORNER OF THE SCHOOL SET IN THE TOP OF A 12 INCH
 BV1287'ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 BV1287'COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 9.7 MILES TO
 BV1287'THE SCHOOL AND THE MARK ON THE RIGHT.
 BV1287
 BV1287                          STATION RECOVERY (1991)
 BV1287
 BV1287'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1287'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST OF WAYNESBORO, NEAR
 BV1287'THE NORTHEAST CORNER OF THE CLASSROOMS ON THE NORTH SIDE OF THE
 BV1287'GYNMASIUM AT THE BEAT FOUR SCHOOL AT WHISTLER, 19.0 MI (30.6 KM) EAST
 BV1287'OF LAUREL, 13.2 MI (21.2 KM) EAST OF THE ENTRANCE TO THE LAKE BOGUE
 BV1287'HOMO SPILLWAY AND IS IN SECTION 33, T 9N, R 8W.
 BV1287'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1287'HIGHWAY 84 FOR 9.7 MI (15.6 KM) TO THE SCHOOL AND THE MARK ON THE
 BV1287'RIGHT.
 BV1287'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 BV1287'WITH THE GROUND, 330.0 FT (100.6 M) NORTH OF THE CENTER OF THE WEST
 BV1287'BOUND LANE OF HIGHWAY 84, 155.0 FT (47.2 M) WEST OF THE CENTER OF A
 BV1287'PAVED ROAD, 54.5 FT (16.6 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 BV1287'MAINTAINCE SHOP, 28.5 FT (8.7 M) NORTH OF THE CENTER OF THE WEST
 BV1287'ENTRANCE TO THE SCHOOL, 17.0 FT (5.2 M) SOUTH OF A POWE POLE, 4.0 FT
 BV1287'(1.2 M) WEST OF THE WEST EDGE OF A SIDE WALK AND 2.5 FT (0.8 M)
 BV1287'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1830 ***********************************************************************
 BV1830  DESIGNATION -  84 V 123 RESET
 BV1830  PID         -  BV1830
 BV1830  STATE/COUNTY-  MS/WAYNE
 BV1830  USGS QUAD   -  WHISTLER (1982)
 BV1830
 BV1830                         *CURRENT SURVEY CONTROL
 BV1830  ___________________________________________________________________
 BV1830* NAD 83(1986)-  31 41 42.     (N)    088 47 30.     (W)     SCALED    
 BV1830* NAVD 88     -       113.79   (meters)     373.3    (feet)  RESET     
 BV1830  ___________________________________________________________________
 BV1830  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BV1830  VERT ORDER  -  THIRD
 BV1830
 BV1830.The horizontal coordinates were scaled from a topographic map and have
 BV1830.an estimated accuracy of +/- 6 seconds.
 BV1830
 BV1830.The orthometric height was computed from unverified reset data.
 BV1830.No vertical observational check was made to the station.
 BV1830
 BV1830.The geoid height was determined by GEOID03.
 BV1830
 BV1830;                    North         East    Units  Estimated Accuracy
 BV1830;SPC MS E     -   243,330.      303,950.      MT  (+/- 180 meters Scaled)
 BV1830
 BV1830                          SUPERSEDED SURVEY CONTROL
 BV1830
 BV1830  NGVD 29 (08/12/04)  113.81   (m)          373.4    (f) RESET       3  
 BV1830
 BV1830.Superseded values are not recommended for survey control.
 BV1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1830.See file dsdata.txt to determine how the superseded data were derived.
 BV1830
 BV1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA301080(NAD 83)
 BV1830_MARKER: DB = BENCH MARK DISK
 BV1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1830_SP_SET: CONCRETE POST
 BV1830_STAMPING: 84 V 123 RESET 1985
 BV1830_MARK LOGO: NGS   
 BV1830_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1830+STABILITY: SURFACE MOTION
 BV1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1830+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1830
 BV1830  HISTORY     - Date     Condition        Report By
 BV1830  HISTORY     - 1985     MONUMENTED       NGS
 BV1830  HISTORY     - 19910806 GOOD             MSHD
 BV1830  HISTORY     - 20080808 GOOD             JCLS
 BV1830
 BV1830                          STATION DESCRIPTION
 BV1830
 BV1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BV1830'8.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN WAYNESBORO
 BV1830'TO A SIDE ROAD ON THE LEFT, CONTINUE WEST ON HIGHWAY 84 FOR 0.7 MILE
 BV1830'TO A BRICK HOUSE AND MARK ON THE LEFT, 139.0 FT (42.4 M) NORTH OF THE
 BV1830'NORTHEAST CORNER OF GARAGE OF BRICK HOUSE, 137.0 FT (41.8 M) SOUTH OF
 BV1830'THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 84, 43.0 FT (13.1 M)
 BV1830'EAST OF THE CENTER OF CONCRETE DRIVEWAY, 17.0 FT (5.2 M) SOUTH OF THE
 BV1830'CENTER OF A PAVED ROAD, 2.5 FT (0.8 M) EAST-SOUTHEAST OF A POWER POLE
 BV1830'NO. P-1, AND MARK IS FLUSH WITH THE GROUND.
 BV1830
 BV1830                          STATION RECOVERY (1991)
 BV1830
 BV1830'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1830'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF WAYNESBORO, ON THE
 BV1830'SOUTH SIDE OF U.S. HIGHWAY 84, 0.75 MI (1.21 KM) EAST OF THE BEAT
 BV1830'FOUR SCHOOL AT WHISTLER AND IS IN SECTION 4, T 8N, R 8W.
 BV1830'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1830'HIGHWAY 84 FOR 8.3 MI (13.4 KM) TO A SIDE ROAD LEFT, CONTINUE WEST ON
 BV1830'U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO A BRICK HOUSE AND THE MARK ON
 BV1830'THE LEFT.
 BV1830'MARK IS A NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH
 BV1830'THE GROUND, 139.0 FT (42.4 M) NORTH OF THE NORTHEAST CORNER OF THE
 BV1830'GARAGE FOR THE BRICK HOUSE, 137.0 FT (41.8 M) SOUTH OF THE CENTER OF
 BV1830'THE EAST BOUND LANE OF HIGHWAY 84, 84.0 FT (25.6 M) SOUTHWEST OF A 24
 BV1830'INCH PINE, 53.0 FT (16.2 M) NORTHWEST OF AN 18 INCH PINE, 43.0 FT
 BV1830'(13.1 M) EAST OF THE CENTER OF A CONCRETE DRIVEWAY, 2.5 FT (0.8 M)
 BV1830'EAST OF A EAST-SOUTHEAST OF POWER POLE NO P-1 AND 1.5 FT (0.5 M) EAST
 BV1830'OF A METAL WITNESS POST.
 BV1830
 BV1830                          STATION RECOVERY (2008)
 BV1830
 BV1830'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BV1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1289 ***********************************************************************
 BV1289  DESIGNATION -  84 V 124
 BV1289  PID         -  BV1289
 BV1289  STATE/COUNTY-  MS/WAYNE
 BV1289  USGS QUAD   -  WHISTLER (1982)
 BV1289
 BV1289                         *CURRENT SURVEY CONTROL
 BV1289  ___________________________________________________________________
 BV1289* NAD 83(1986)-  31 41 43.     (N)    088 46 44.     (W)     SCALED    
 BV1289* NAVD 88     -       105.350  (meters)     345.64   (feet)  ADJUSTED  
 BV1289  ___________________________________________________________________
 BV1289  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BV1289  DYNAMIC HT  -         105.226 (meters)     345.23  (feet)  COMP
 BV1289  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 BV1289
 BV1289  VERT ORDER  -  SECOND    CLASS II
 BV1289
 BV1289.The horizontal coordinates were scaled from a topographic map and have
 BV1289.an estimated accuracy of +/- 6 seconds.
 BV1289
 BV1289.The orthometric height was determined by differential leveling
 BV1289.and adjusted in May 1996.
 BV1289
 BV1289.The geoid height was determined by GEOID03.
 BV1289
 BV1289.The dynamic height is computed by dividing the NAVD 88
 BV1289.geopotential number by the normal gravity value computed on the
 BV1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1289.degrees latitude (g = 980.6199 gals.).
 BV1289
 BV1289.The modeled gravity was interpolated from observed gravity values.
 BV1289
 BV1289;                    North         East    Units  Estimated Accuracy
 BV1289;SPC MS E     -   243,360.      305,160.      MT  (+/- 180 meters Scaled)
 BV1289
 BV1289                          SUPERSEDED SURVEY CONTROL
 BV1289
 BV1289  NGVD 29 (??/??/92)  105.367  (m)          345.69   (f) ADJ UNCH    2 2
 BV1289
 BV1289.Superseded values are not recommended for survey control.
 BV1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1289.See file dsdata.txt to determine how the superseded data were derived.
 BV1289
 BV1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA314080(NAD 83)
 BV1289_MARKER: DD = SURVEY DISK
 BV1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1289_SP_SET: CONCRETE POST
 BV1289_STAMPING: BM 84 V 124 1974
 BV1289_MARK LOGO: MSHD  
 BV1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1289+STABILITY: SURFACE MOTION
 BV1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1289+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BV1289
 BV1289  HISTORY     - Date     Condition        Report By
 BV1289  HISTORY     - 1974     MONUMENTED       MSHD
 BV1289  HISTORY     - 19910806 GOOD             MSHD
 BV1289  HISTORY     - 20080418 GOOD             MSDOT
 BV1289
 BV1289                          STATION DESCRIPTION
 BV1289
 BV1289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1289'8 MI W FROM WAYNESBORO.
 BV1289'THE MARK IS LOCATED 8 MILES WEST OF WAYNESBORO AT THE SW CORNER OF
 BV1289'THE CYCLONE FENCE AROUND THE CEMETERY AT THE MANOR CREEK ASSEMBLY OF
 BV1289'GOD CHURCH, 1.65 MILES EAST OF THE BEAT FOUR SCHOOL AT WHISTLER IN
 BV1289'THE NE QUARTER OF SECTION 3, T 8 N, R 8 W. IT IS 87 FEET NORTH OF THE
 BV1289'CENTER OF HIGHWAY 84, 12 FEET NORTH OF THE CENTER OF A GRAVELED
 BV1289'DRIVE, 69.5 FEET SE OF THE SE CORNER OF THE CHURCH AUDITORIUM, 28
 BV1289'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE AUDITORIUM,
 BV1289'32 FEET NW OF A POWER POLE WITH TRANSFORMERS, 41.5 FEET SOUTH OF A
 BV1289'POLE WITH A LAMP, 15 FEET SE OF A 24 INCH OAK, 3.5 FEET ESE OF A
 BV1289'WATER METER, 1 FOOT WEST OF THE SW CORNER OF THE CEMETERY FENCE SET
 BV1289'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 8 FEET ABOVE THE
 BV1289'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 BV1289'COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 7.8 MILES TO A
 BV1289'CROSS ROAD. CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO THE
 BV1289'CHURCH AND THE MARK ON THE RIGHT.
 BV1289
 BV1289                          STATION RECOVERY (1991)
 BV1289
 BV1289'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1289'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF WAYNESBORO, NEAR
 BV1289'THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE CEMETERY AT
 BV1289'THE MANOR CREEK CHURCH OF GOD, 1.65 MI (2.66 KM) EAST OF THE BEAT
 BV1289'FOUR SCHOOL AT WHISTLER AND IS IN SECTION 3, T 8N, R 8W.
 BV1289'TO REACH FROM THE COURTHOUSE IS WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1289'HIGHWAY 84 FOR 7.8 MI (12.6 KM) TO A CROSSROAD, CONTINUE WEST ON U.S.
 BV1289'HIGHWAY 84 FOR 0.3 MI (0.5 KM) TO THE CEMETERY AND THE MARK ON THE
 BV1289'RIGHT.
 BV1289'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 8.0
 BV1289'FT (2.4 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV1289'87.0 FT (26.5 M) NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 BV1289'HIGHWAY 84, 69.5 FT (21.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BV1289'SANCTUARY OF A BRICK CHURCH, 41.5 FT (12.6 M) SOUTH OF A POLE WITH A
 BV1289'LAMP, 32.0 FT (9.8 M) NORTHWEST OF A POWER POLE WITH TRANSFORMERS,
 BV1289'28.0 FT (8.5 M) EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 BV1289'SANCTUARY, 15.0 FT (4.6 M) SOUTHEAST OF A 26 INCH OAK, 12.0 FT
 BV1289'(3.7 M) NORTH OF THE CENTER OF A PAVED DRIVEWAY, 3.5 FT (1.1 M)
 BV1289'EAST-SOUTHEAST OF A WATER METER AND 1.0 FT (0.3 M) WEST OF THE
 BV1289'SOUTHWEST CORNER OF THE CEMETERY FENCE.
 BV1289
 BV1289                          STATION RECOVERY (2008)
 BV1289
 BV1289'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV1289'PORTIONS OF U.S. HWY. 84 MENTIONED IN THE PREVIOUS DESCRIPTIONS ARE
 BV1289'NOW DESIGNATED HWY. 184.  THE MARK CAN BE REACHED BY TRAVELLING WEST
 BV1289'ALONG U.S. HWY. 84 FOR 9.7 MILES FROM THE U.S. HWY. 45 AND U.S. HWY.
 BV1289'84 INTERCHANGE LOCATED IN NORTHEASTERN WAYNESBORO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1290 ***********************************************************************
 BV1290  DESIGNATION -  84 V 125
 BV1290  PID         -  BV1290
 BV1290  STATE/COUNTY-  MS/WAYNE
 BV1290  USGS QUAD   -  WHISTLER (1982)
 BV1290
 BV1290                         *CURRENT SURVEY CONTROL
 BV1290  ___________________________________________________________________
 BV1290* NAD 83(1986)-  31 41 44.     (N)    088 45 51.     (W)     SCALED    
 BV1290* NAVD 88     -       102.194  (meters)     335.28   (feet)  ADJUSTED  
 BV1290  ___________________________________________________________________
 BV1290  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BV1290  DYNAMIC HT  -         102.073 (meters)     334.88  (feet)  COMP
 BV1290  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 BV1290
 BV1290  VERT ORDER  -  SECOND    CLASS II
 BV1290
 BV1290.The horizontal coordinates were scaled from a topographic map and have
 BV1290.an estimated accuracy of +/- 6 seconds.
 BV1290
 BV1290.The orthometric height was determined by differential leveling
 BV1290.and adjusted in May 1996.
 BV1290
 BV1290.The geoid height was determined by GEOID03.
 BV1290
 BV1290.The dynamic height is computed by dividing the NAVD 88
 BV1290.geopotential number by the normal gravity value computed on the
 BV1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1290.degrees latitude (g = 980.6199 gals.).
 BV1290
 BV1290.The modeled gravity was interpolated from observed gravity values.
 BV1290
 BV1290;                    North         East    Units  Estimated Accuracy
 BV1290;SPC MS E     -   243,400.      306,560.      MT  (+/- 180 meters Scaled)
 BV1290
 BV1290                          SUPERSEDED SURVEY CONTROL
 BV1290
 BV1290  NGVD 29 (??/??/92)  102.210  (m)          335.33   (f) ADJ UNCH    2 2
 BV1290
 BV1290.Superseded values are not recommended for survey control.
 BV1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1290.See file dsdata.txt to determine how the superseded data were derived.
 BV1290
 BV1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA328080(NAD 83)
 BV1290_MARKER: DD = SURVEY DISK
 BV1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1290_SP_SET: CONCRETE POST
 BV1290_STAMPING: BM 84 V 125 1974
 BV1290_MARK LOGO: MSHD  
 BV1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1290+STABILITY: SURFACE MOTION
 BV1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1290+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1290
 BV1290  HISTORY     - Date     Condition        Report By
 BV1290  HISTORY     - 1974     MONUMENTED       MSHD
 BV1290  HISTORY     - 19910806 GOOD             MSHD
 BV1290
 BV1290                          STATION DESCRIPTION
 BV1290
 BV1290'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1290'7.1 MI W FROM WAYNESBORO.
 BV1290'THE MARK IS LOCATED 7.1 MILES WEST OF WAYNESBORO JUST EAST OF A GATE
 BV1290'AT THE ENTRANCE TO A PATURE ON THE PROPERTY OF MR. C. M. ARMSTRONG
 BV1290'ABOUT 100 YARDS EAST OF A STORE 2.5 MILES EAST OF THE BEAT FOUR
 BV1290'SCHOOL AT WHISTLER IN THE NW QUARTER OF THE NE QUARTER OF SECTION 2,
 BV1290'T 8 N, R 8 W. IT IS 141.5 FEET NORTH OF THE CENTER OF HIGHWAY 84, 11
 BV1290'FEET EAST OF THE CENTER OF THE ENTRANCE TO A PASTURE, 105 FEET WEST
 BV1290'OF THE NW CORNER OF A METAL BUILDING, 173.5 FEET NE OF THE SE CORNER
 BV1290'OF A CONCRETE BLOCK BUILDING, 47 FEET NORTH OF THE PROJECTED PLANE OF
 BV1290'THE NORTH WALL OF THE SAME BUILDING, 92.5 FEET NW OF A POWER POLE,
 BV1290'118 FEET EAST OF A 'T' FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 BV1290'EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BV1290'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH. TO
 BV1290'REACH FROM THE COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR
 BV1290'5.7 MILES TO A SIDE ROAD RIGHT. CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BV1290'1.6 MILES TO THE MARK ON THE RIGHT.
 BV1290
 BV1290                          STATION RECOVERY (1991)
 BV1290
 BV1290'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1290'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF WAYNESBORO, JUST
 BV1290'EAST OF THE ENTRANCE TO A PASTURE, ON THE PROPERTY OF MR. C.M.
 BV1290'ARMSTRONG, ABOUT 100 YDS EAST OF A STORE, 2.5 MI (4.0 KM) EAST OF THE
 BV1290'BEAT FOUR SCHOOL AT WHISTLER AND IS IN SECTION 2, T 8N, R 8W.
 BV1290'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1290'HIGHWAY 84 FOR 5.7 MI (9.2 KM) TO A SIDE ROAD RIGHT, CONTINUE WEST ON
 BV1290'U.S. HIGHWAY 84 FOR 1.6 MI (2.6 KM) TO THE MARK ON THE RIGHT.
 BV1290'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 BV1290'LEVEL WITH THE HIGHWAY, PROJECTING 1 INCH, 173.5 FT (52.9 M)
 BV1290'NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 141.5
 BV1290'FT (43.1 M) NORTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 84,
 BV1290'118.0 FT (36.0 M) EAST OF A T FENCE CORNER, 105 FT (32.0 M) WEST OF
 BV1290'THE NORTHWEST CORNER OF A METAL BUILDING, 92.5 FT (28.2 M) NORTHWEST
 BV1290'OF A POWER POLE, 47.0 FT (14.3 M) NORTH OF THE PROJECTED PLANE OF THE
 BV1290'NORTH WALL OF A CONCRETE BLOCK BUILDING, 11.0 FT (3.4 M) EAST OF THE
 BV1290'CENTER OF THE ENTRANCE TO A PASTURE, 1.0 FT (0.3 M) SOUTH OF A FENCE
 BV1290'AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1291 ***********************************************************************
 BV1291  DESIGNATION -  84 V 126
 BV1291  PID         -  BV1291
 BV1291  STATE/COUNTY-  MS/WAYNE
 BV1291  USGS QUAD   -  WHISTLER (1982)
 BV1291
 BV1291                         *CURRENT SURVEY CONTROL
 BV1291  ___________________________________________________________________
 BV1291* NAD 83(1986)-  31 41 44.     (N)    088 45 20.     (W)     SCALED    
 BV1291* NAVD 88     -        97.483  (meters)     319.83   (feet)  ADJUSTED  
 BV1291  ___________________________________________________________________
 BV1291  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BV1291  DYNAMIC HT  -          97.367 (meters)     319.44  (feet)  COMP
 BV1291  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 BV1291
 BV1291  VERT ORDER  -  SECOND    CLASS II
 BV1291
 BV1291.The horizontal coordinates were scaled from a topographic map and have
 BV1291.an estimated accuracy of +/- 6 seconds.
 BV1291
 BV1291.The orthometric height was determined by differential leveling
 BV1291.and adjusted in May 1996.
 BV1291
 BV1291.The geoid height was determined by GEOID03.
 BV1291
 BV1291.The dynamic height is computed by dividing the NAVD 88
 BV1291.geopotential number by the normal gravity value computed on the
 BV1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1291.degrees latitude (g = 980.6199 gals.).
 BV1291
 BV1291.The modeled gravity was interpolated from observed gravity values.
 BV1291
 BV1291;                    North         East    Units  Estimated Accuracy
 BV1291;SPC MS E     -   243,400.      307,370.      MT  (+/- 180 meters Scaled)
 BV1291
 BV1291                          SUPERSEDED SURVEY CONTROL
 BV1291
 BV1291  NGVD 29 (??/??/92)   97.498  (m)          319.87   (f) ADJ UNCH    2 2
 BV1291
 BV1291.Superseded values are not recommended for survey control.
 BV1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1291.See file dsdata.txt to determine how the superseded data were derived.
 BV1291
 BV1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA336080(NAD 83)
 BV1291_MARKER: DD = SURVEY DISK
 BV1291_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1291_SP_SET: BOX CULVERT
 BV1291_STAMPING: BM 84 V 126 1974
 BV1291_MARK LOGO: MSHD  
 BV1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1291+STABILITY: SURFACE MOTION
 BV1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1291+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1291
 BV1291  HISTORY     - Date     Condition        Report By
 BV1291  HISTORY     - 1974     MONUMENTED       MSHD
 BV1291  HISTORY     - 19910806 GOOD             MSHD
 BV1291
 BV1291                          STATION DESCRIPTION
 BV1291
 BV1291'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1291'6.5 MI W FROM WAYNESBORO.
 BV1291'THE MARK IS LOCATED 6.5 MILES WEST OF WAYNESBORO IN THE EAST END OF
 BV1291'THE SOUTH HEADWALL OF A 4 X 3 FOOT BOX CULVERT, 3 MILES EAST OF THE
 BV1291'BEAT FOUR SCHOOL AT WHISTLER IN THE NW QUARTER OF SECTION 1, T 8 N, R
 BV1291'8 W. IT IS 23.5 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 0.5 FEET WEST
 BV1291'OF A METAL WITNESS O POST SET IN A DRILL HOLE IN THE EAST END OF THE
 BV1291'SOUTH HEADWALL OF A CONCRETE BOX CULVERT AND IS ABOUT 4 FEET BELOW
 BV1291'THE LEVEL OF THE HIGHWAY. TO REACH FROM THE COURTHOUSE IN WAYNESBORO
 BV1291'GO SW ON U.S. HIGHWAY 84 FOR 5.7 MILES TO A SIDE ROAD RIGHT. CONTINUE
 BV1291'WEST ON U.S. HIGHWAY 84 FOR 1.1 MILES TO THE CULVERT AND THE MARK ON
 BV1291'THE LEFT.
 BV1291
 BV1291                          STATION RECOVERY (1991)
 BV1291
 BV1291'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1291'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF WAYNESBORO, 3.0 MI
 BV1291'(4.8 KM) EAST OF THE BEAT FOUR SCHOOL AT WHISTLER AND IS IN SECTION
 BV1291'1, T 8N, R 8W.
 BV1291'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1291'HIGHWAY 84 FOR 5.7 MI (9.2 KM) TO A SIDE ROAD RIGHT, CONTINUE WEST ON
 BV1291'U.S. HIGHWAY 84 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE LEFT JUST
 BV1291'BEYOND A DRIVEWAY ON THE RIGHT.
 BV1291'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH
 BV1291'HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT, ABOUT 4.0 FT (1.2 M)
 BV1291'BELOW THE LEVEL OF THE HIGHWAY, 23.5 FT (7.2 M) SOUTH OF THE CENTER OF
 BV1291'THE WEST BOUND LANE OF HIGHWAY 84 AND 0.4 FT (0.1 M) WEST OF EAST END
 BV1291'OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1297 ***********************************************************************
 BV1297  DESIGNATION -  84 V 128
 BV1297  PID         -  BV1297
 BV1297  STATE/COUNTY-  MS/WAYNE
 BV1297  USGS QUAD   -  WAYNESBORO (1982)
 BV1297
 BV1297                         *CURRENT SURVEY CONTROL
 BV1297  ___________________________________________________________________
 BV1297* NAD 83(1986)-  31 41 47.     (N)    088 43 26.     (W)     SCALED    
 BV1297* NAVD 88     -        92.099  (meters)     302.16   (feet)  ADJUSTED  
 BV1297  ___________________________________________________________________
 BV1297  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BV1297  DYNAMIC HT  -          91.989 (meters)     301.80  (feet)  COMP
 BV1297  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 BV1297
 BV1297  VERT ORDER  -  SECOND    CLASS II
 BV1297
 BV1297.The horizontal coordinates were scaled from a topographic map and have
 BV1297.an estimated accuracy of +/- 6 seconds.
 BV1297
 BV1297.The orthometric height was determined by differential leveling
 BV1297.and adjusted in May 1996.
 BV1297
 BV1297.The geoid height was determined by GEOID03.
 BV1297
 BV1297.The dynamic height is computed by dividing the NAVD 88
 BV1297.geopotential number by the normal gravity value computed on the
 BV1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1297.degrees latitude (g = 980.6199 gals.).
 BV1297
 BV1297.The modeled gravity was interpolated from observed gravity values.
 BV1297
 BV1297;                    North         East    Units  Estimated Accuracy
 BV1297;SPC MS E     -   243,490.      310,380.      MT  (+/- 180 meters Scaled)
 BV1297
 BV1297                          SUPERSEDED SURVEY CONTROL
 BV1297
 BV1297  NGVD 29 (??/??/92)   92.113  (m)          302.21   (f) ADJ UNCH    2 2
 BV1297
 BV1297.Superseded values are not recommended for survey control.
 BV1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1297.See file dsdata.txt to determine how the superseded data were derived.
 BV1297
 BV1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA366080(NAD 83)
 BV1297_MARKER: DD = SURVEY DISK
 BV1297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1297_SP_SET: CULVERT
 BV1297_STAMPING: BM 84 V 128 1974
 BV1297_MARK LOGO: MSHD  
 BV1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1297+STABILITY: SURFACE MOTION
 BV1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1297+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1297
 BV1297  HISTORY     - Date     Condition        Report By
 BV1297  HISTORY     - 1974     MONUMENTED       MSHD
 BV1297  HISTORY     - 19910806 GOOD             MSHD
 BV1297
 BV1297                          STATION DESCRIPTION
 BV1297
 BV1297'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1297'4.9 MI WNW FROM WAYNESBORO.
 BV1297'THE MARK IS LOCATED 4.9 MILES WNW OF WAYNESBORO IN THE EAST END OF
 BV1297'THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE OLD HIGHWAY, 4.9
 BV1297'MILES EAST OF THE BEAT FOUR SCHOOL AT WHISTLER IN THE SE QUARTER OF
 BV1297'SECTION 31, T 9 N, 7 W. IT IS 25 FEET SOUTH OF THE CENTER OF THE OLD
 BV1297'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BV1297'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT AND IS ABOUT
 BV1297'9 FEET BELOW THE LEVEL OF THE ROAD. TO REACH FROM THE COURTHOUSE IN
 BV1297'WAYMESBORO GO SW ON U.S. HIGHWAY 84 FOR 4.9 MILES TO A CROSSROAD.
 BV1297'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR ABOUT 0.1 MILE TOTHE
 BV1297'INTERSECTION OF THE OLD HIGHWAY. TURN LEFT AND GO EAST ON THE OLD
 BV1297'HIGHWAY FOR ABOUT 75 YARDS TO THE MARK ON THE LEFT.
 BV1297
 BV1297                          STATION RECOVERY (1991)
 BV1297
 BV1297'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1297'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST OF WAYNESBORO, IN A
 BV1297'CULVERT UNDER THE OLD HIGHWAY, 4.9 MI (7.9 KM) EAST OF THE BEAT FOUR
 BV1297'SCHOOL AT WHISTLER AND IS IN SECTION 31, T 9N, R 7W.
 BV1297'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1297'HIGHWAY 84 FOR 4.9 MI (7.9 KM) TO A CROSSROAD, TURN RIGHT AND GO
 BV1297'NORTH ON A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A SIDE ROAD LEFT, TURN
 BV1297'LEFT AND GO WEST OF THE OLD HIGHWAY FOR ABOUT 100 YDS TO THE MARK ON
 BV1297'THE LEFT.
 BV1297'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH
 BV1297'HEADWALL OF A CONCRETE CULVERT, ABOUT 9.0 FT (2.7 M) BELOW THE LEVEL
 BV1297'OF THE ROAD, 25.0 FT (7.6 M) SOUTH OF THE CENTER OF THE OLD HIGHWAY
 BV1297'AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1298 ***********************************************************************
 BV1298  DESIGNATION -  84 V 129
 BV1298  PID         -  BV1298
 BV1298  STATE/COUNTY-  MS/WAYNE
 BV1298  USGS QUAD   -  WAYNESBORO (1982)
 BV1298
 BV1298                         *CURRENT SURVEY CONTROL
 BV1298  ___________________________________________________________________
 BV1298* NAD 83(1986)-  31 41 37.     (N)    088 42 57.     (W)     SCALED    
 BV1298* NAVD 88     -        85.803  (meters)     281.51   (feet)  ADJUSTED  
 BV1298  ___________________________________________________________________
 BV1298  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BV1298  DYNAMIC HT  -          85.701 (meters)     281.17  (feet)  COMP
 BV1298  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 BV1298
 BV1298  VERT ORDER  -  SECOND    CLASS II
 BV1298
 BV1298.The horizontal coordinates were scaled from a topographic map and have
 BV1298.an estimated accuracy of +/- 6 seconds.
 BV1298
 BV1298.The orthometric height was determined by differential leveling
 BV1298.and adjusted in May 1996.
 BV1298
 BV1298.The geoid height was determined by GEOID03.
 BV1298
 BV1298.The dynamic height is computed by dividing the NAVD 88
 BV1298.geopotential number by the normal gravity value computed on the
 BV1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1298.degrees latitude (g = 980.6199 gals.).
 BV1298
 BV1298.The modeled gravity was interpolated from observed gravity values.
 BV1298
 BV1298;                    North         East    Units  Estimated Accuracy
 BV1298;SPC MS E     -   243,180.      311,140.      MT  (+/- 180 meters Scaled)
 BV1298
 BV1298                          SUPERSEDED SURVEY CONTROL
 BV1298
 BV1298  NGVD 29 (??/??/92)   85.818  (m)          281.55   (f) ADJ UNCH    2 2
 BV1298
 BV1298.Superseded values are not recommended for survey control.
 BV1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1298.See file dsdata.txt to determine how the superseded data were derived.
 BV1298
 BV1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA373077(NAD 83)
 BV1298_MARKER: DD = SURVEY DISK
 BV1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1298_SP_SET: CONCRETE POST
 BV1298_STAMPING: BM 84 V 129 1974
 BV1298_MARK LOGO: MSHD  
 BV1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1298+STABILITY: SURFACE MOTION
 BV1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1298+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1298
 BV1298  HISTORY     - Date     Condition        Report By
 BV1298  HISTORY     - 1974     MONUMENTED       MSHD
 BV1298  HISTORY     - 19910806 GOOD             MSHD
 BV1298
 BV1298                          STATION DESCRIPTION
 BV1298
 BV1298'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1298'4.4 MI WNW FROM WAYNESBORO.
 BV1298'THE MARK IS LOCATED 4.4 MILES WNW OF WAYNESBORO ON THE WEST ROW OF A
 BV1298'GAS LINE AND THE CROSSING OF A POWER LINE, 5.4 MILES EAST OF THE BEAT
 BV1298'FOUR SCHOOL AT WHISTLER IN THE NW QUARTER OF THE NW QUARTER OF SECTION
 BV1298'5, T 8 N, R 7 W. IT IS M1 FEET NORTH OF THE CENTER OF HIGHWAY 84, 18
 BV1298'FEET OF NORTH OF A FENCE. 24 FEET WEST OF THE CENTER OF A GAS PIPE
 BV1298'LINE. 46 FEET NE OF A 15 INCH OAK, 55.5 FEET NE OF A 24 INCH PINE,
 BV1298'2.5 FEET WEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST
 BV1298'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW
 BV1298'THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FRONT
 BV1298'THE COURTHOUSE IN WAYNESBORO GOSW ON U.S. HIGHWAY 84 FOR 3 MILES TO A
 BV1298'CROSSROAD. CONTINUE WEST ON U.S HIGHWAY 84 FOR 1.6 MILES TO A PIPE
 BV1298'LINE CROSSING AND THE MARK ON THE RIGHT.
 BV1298
 BV1298                          STATION RECOVERY (1991)
 BV1298
 BV1298'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1298'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST OF WAYNESBORO, ON THE
 BV1298'NOTRTHEAST SIDE OF U.S. HIGHWAY 84 NEAR THE NORTHWEST R.O.W. OF A GAS
 BV1298'LINE AND IS IN SECTION 5, T 8N, R 7W.
 BV1298'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1298'HIGHWAY 84 FOR 4.5 MI (7.2 KM) TO THE MARK ON THE RIGHT.
 BV1298'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 1.0
 BV1298'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 BV1298'78.0 FT (23.8 M) SOUTHWEST OF A POWER POLE, 76.0 FT (23.2 M)
 BV1298'NORTH-NORTHEAST OF AN 18 INCH OAK, 71.0 FT (21.6 M) NORTHEAST OF THE
 BV1298'CENTER OF THE WEST BOUND LANE OF HIGHWAY 84, 42.0 FT (12.8 M)
 BV1298'SOUTHEAST OF A POWER POLE, 22.0 FT (6.7 M) WEST OF A TELEPHONE CABLE
 BV1298'WARNING SIGN, 18.0 FT (5.5 M) NORTHEAST OF A R.O.W. FENCE AND 1.0 FT
 BV1298'(0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1987 ***********************************************************************
 BW1987  DESIGNATION -  84 V 13
 BW1987  PID         -  BW1987
 BW1987  STATE/COUNTY-  MS/FRANKLIN
 BW1987  USGS QUAD   -  MC CALL CREEK (1972)
 BW1987
 BW1987                         *CURRENT SURVEY CONTROL
 BW1987  ___________________________________________________________________
 BW1987* NAD 83(1986)-  31 30 49.     (N)    090 38 48.     (W)     SCALED    
 BW1987* NAVD 88     -        90.893  (meters)     298.20   (feet)  ADJUSTED  
 BW1987  ___________________________________________________________________
 BW1987  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1987  DYNAMIC HT  -          90.782 (meters)     297.84  (feet)  COMP
 BW1987  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 BW1987
 BW1987  VERT ORDER  -  SECOND    CLASS II
 BW1987
 BW1987.The horizontal coordinates were scaled from a topographic map and have
 BW1987.an estimated accuracy of +/- 6 seconds.
 BW1987
 BW1987.The orthometric height was determined by differential leveling
 BW1987.and adjusted in May 1996.
 BW1987
 BW1987.The geoid height was determined by GEOID03.
 BW1987
 BW1987.The dynamic height is computed by dividing the NAVD 88
 BW1987.geopotential number by the normal gravity value computed on the
 BW1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1987.degrees latitude (g = 980.6199 gals.).
 BW1987
 BW1987.The modeled gravity was interpolated from observed gravity values.
 BW1987
 BW1987;                    North         East    Units  Estimated Accuracy
 BW1987;SPC MS W     -   223,260.      670,240.      MT  (+/- 180 meters Scaled)
 BW1987
 BW1987                          SUPERSEDED SURVEY CONTROL
 BW1987
 BW1987  NGVD 29 (??/??/92)   90.950  (m)          298.39   (f) ADJ UNCH    2 2
 BW1987
 BW1987.Superseded values are not recommended for survey control.
 BW1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1987.See file dsdata.txt to determine how the superseded data were derived.
 BW1987
 BW1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ234889(NAD 83)
 BW1987_MARKER: DD = SURVEY DISK
 BW1987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1987_SP_SET: FOOTING
 BW1987_STAMPING: BM 84V 13 1975
 BW1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1987
 BW1987  HISTORY     - Date     Condition        Report By
 BW1987  HISTORY     - 1975     MONUMENTED       MSHD
 BW1987
 BW1987                          STATION DESCRIPTION
 BW1987
 BW1987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1987'12 MI ENE FROM BUDE.
 BW1987'THE MARK IS LOCATED 12 MILES EAST-NORTHEAST OF BUDE IN THE ROUND
 BW1987'CONCRETE FOOTING FOR THE SOUTHWEST LEG OF A MISSISSIPPI POWER AND
 BW1987'LIGHT STEEL HIGH POWER LINE TOWER, 13 MILES WEST-SOUTHWEST OF
 BW1987'BROOKHAVEN, 1 MILE EAST OF THE COMMUNITY OF LUCIEN, ABOUT 225 FEET
 BW1987'NORTHWEST OF THE NORTHWEST BANK OF MCCALL CREEK IN AN OPEN PASTURE
 BW1987'OWNED BY MR. W. P. DICKEY IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF
 BW1987'SECTION 6, T 6N, R 6E.  IT IS 570 FEET NORTHEAST OF THE NORTHEAST END
 BW1987'OF THE NORTHWEST ABUTMENT OF THE BRIDGE OVER MCCALL CREEK, 386.5 FEET
 BW1987'NORTHEAST OF A ROW MARKER, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 BW1987'SET IN A DRILL HOLE IN THE ROUND CONCRETE FOOTING FOR THE SOUTHWEST
 BW1987'LEG OF THE TOWER ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 BW1987'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S.
 BW1987'HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO EAST ON U.S. HIGHWAY 84
 BW1987'THROUGH BUDE FOR 14.3 MILES TO THE CROSSING OF THE I.C.R.R. TRACK.
 BW1987'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.35 MILE TO THE BRIDGE OVER
 BW1987'MCCALL CREEK AND THE MARK ON THE LEFT ABOUT 560 FEET ACROSS AN OPEN
 BW1987'PASTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1299 ***********************************************************************
 BV1299  DESIGNATION -  84 V 130
 BV1299  PID         -  BV1299
 BV1299  STATE/COUNTY-  MS/WAYNE
 BV1299  USGS QUAD   -  WAYNESBORO (1982)
 BV1299
 BV1299                         *CURRENT SURVEY CONTROL
 BV1299  ___________________________________________________________________
 BV1299* NAD 83(1986)-  31 41 24.     (N)    088 42 30.     (W)     SCALED    
 BV1299* NAVD 88     -        63.331  (meters)     207.78   (feet)  ADJUSTED  
 BV1299  ___________________________________________________________________
 BV1299  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BV1299  DYNAMIC HT  -          63.255 (meters)     207.53  (feet)  COMP
 BV1299  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 BV1299
 BV1299  VERT ORDER  -  SECOND    CLASS II
 BV1299
 BV1299.The horizontal coordinates were scaled from a topographic map and have
 BV1299.an estimated accuracy of +/- 6 seconds.
 BV1299
 BV1299.The orthometric height was determined by differential leveling
 BV1299.and adjusted in May 1996.
 BV1299
 BV1299.The geoid height was determined by GEOID03.
 BV1299
 BV1299.The dynamic height is computed by dividing the NAVD 88
 BV1299.geopotential number by the normal gravity value computed on the
 BV1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1299.degrees latitude (g = 980.6199 gals.).
 BV1299
 BV1299.The modeled gravity was interpolated from observed gravity values.
 BV1299
 BV1299;                    North         East    Units  Estimated Accuracy
 BV1299;SPC MS E     -   242,780.      311,850.      MT  (+/- 180 meters Scaled)
 BV1299
 BV1299                          SUPERSEDED SURVEY CONTROL
 BV1299
 BV1299  NGVD 29 (??/??/92)   63.346  (m)          207.83   (f) ADJ UNCH    2 2
 BV1299
 BV1299.Superseded values are not recommended for survey control.
 BV1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1299.See file dsdata.txt to determine how the superseded data were derived.
 BV1299
 BV1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA380073(NAD 83)
 BV1299_MARKER: DD = SURVEY DISK
 BV1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1299_SP_SET: CULVERT HEADWALL
 BV1299_STAMPING: BM 84 V 130 1974
 BV1299_MARK LOGO: MSHD  
 BV1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1299+STABILITY: SURFACE MOTION
 BV1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1299+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV1299
 BV1299  HISTORY     - Date     Condition        Report By
 BV1299  HISTORY     - 1974     MONUMENTED       MSHD
 BV1299  HISTORY     - 19910806 GOOD             MSHD
 BV1299  HISTORY     - 20000301 GOOD             MSHD
 BV1299
 BV1299                          STATION DESCRIPTION
 BV1299
 BV1299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1299'3.9 MI W FROM WAYNESBORO.
 BV1299'THE MARK IS LOCATED 3.9 MILES WEST OF WAYNESBORO IN THE SW END OF THE
 BV1299'SOUTH HEADWALL OF A COUBLE 10 X 8 FOOT CULVERT, 0.9 MILE WEST OF A
 BV1299'CROSSROAD. 6 MILES EAST OF THE BEAT FOUR SCHOOL AT WHISTLER IN THE SE
 BV1299'QUARTER OF THE NE QUARTER OF SECTION 5, T 8 N. R 7 W. IT IS 22 FEET
 BV1299'SOUTH OF THE CENTER OF HIGHWAY 84, 1 FOOT EAST OF A METAL WITNESS
 BV1299'POST SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A
 BV1299'BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY. TO
 BV1299'REACH FROM THE COURTHOUSE NEAR THE JUNCTION OF STATE HIGHWAY 63 AND
 BV1299'U.S. HIGHWAY 84 GO SW ON U.S. HIGHWAY 84 FOR 3 MILES TO A CROSSROAD.
 BV1299'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.9 MILE TO THE CULVERT
 BV1299'AND THE MARK ON THE LEFT.
 BV1299
 BV1299                          STATION RECOVERY (1991)
 BV1299
 BV1299'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1299'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) WEST OF WAYNESBORO, IN A
 BV1299'CULVERT UNDER U.S. HIGHWAY 84, 6.0 MI (9.7 KM) EAST OF THE BEAT FOUR
 BV1299'SCHOOL AT WHISTLER AND IS IN SECTION 5, T 8N, R 7W.
 BV1299'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1299'HIGHWAY 84 FOR 3.0 MI (4.8 KM) TO A CROSSROAD, CONTINUE
 BV1299'WEST-NORTHWEST ON U.S. HIGHWAY 84 FOR 0.9 MI (1.4 KM) TO THE CULVERT
 BV1299'AND THE MARK ON THE LEFT.
 BV1299'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE THE NORTHWEST END OF
 BV1299'THE SOUTHEAST HEADWALL OF A 10 X 8 FOOT CONCRETE BOX CULVERT, ABOUT
 BV1299'3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, 22.0 FT (6.7 M)
 BV1299'SOUTHWEST OF THE CENTER OF HIGHWAY 84 AND 1.0 FT (0.3 M) SOUTHEAST OF
 BV1299'A METAL WITNESS POST.
 BV1299
 BV1299                          STATION RECOVERY (2000)
 BV1299
 BV1299'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1299'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1300 ***********************************************************************
 BV1300  DESIGNATION -  84 V 131
 BV1300  PID         -  BV1300
 BV1300  STATE/COUNTY-  MS/WAYNE
 BV1300  USGS QUAD   -  WAYNESBORO (1982)
 BV1300
 BV1300                         *CURRENT SURVEY CONTROL
 BV1300  ___________________________________________________________________
 BV1300* NAD 83(1986)-  31 40 58.     (N)    088 41 39.     (W)     SCALED    
 BV1300* NAVD 88     -        87.633  (meters)     287.51   (feet)  ADJUSTED  
 BV1300  ___________________________________________________________________
 BV1300  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BV1300  DYNAMIC HT  -          87.529 (meters)     287.17  (feet)  COMP
 BV1300  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 BV1300
 BV1300  VERT ORDER  -  SECOND    CLASS II
 BV1300
 BV1300.The horizontal coordinates were scaled from a topographic map and have
 BV1300.an estimated accuracy of +/- 6 seconds.
 BV1300
 BV1300.The orthometric height was determined by differential leveling
 BV1300.and adjusted in May 1996.
 BV1300
 BV1300.The geoid height was determined by GEOID03.
 BV1300
 BV1300.The dynamic height is computed by dividing the NAVD 88
 BV1300.geopotential number by the normal gravity value computed on the
 BV1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1300.degrees latitude (g = 980.6199 gals.).
 BV1300
 BV1300.The modeled gravity was interpolated from observed gravity values.
 BV1300
 BV1300;                    North         East    Units  Estimated Accuracy
 BV1300;SPC MS E     -   241,990.      313,200.      MT  (+/- 180 meters Scaled)
 BV1300
 BV1300                          SUPERSEDED SURVEY CONTROL
 BV1300
 BV1300  NGVD 29 (??/??/92)   87.649  (m)          287.56   (f) ADJ UNCH    2 2
 BV1300
 BV1300.Superseded values are not recommended for survey control.
 BV1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1300.See file dsdata.txt to determine how the superseded data were derived.
 BV1300
 BV1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA394065(NAD 83)
 BV1300_MARKER: DD = SURVEY DISK
 BV1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1300_SP_SET: CONCRETE POST
 BV1300_STAMPING: BM 84 V 131 1974
 BV1300_MARK LOGO: MSHD  
 BV1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1300+STABILITY: SURFACE MOTION
 BV1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1300+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1300
 BV1300  HISTORY     - Date     Condition        Report By
 BV1300  HISTORY     - 1974     MONUMENTED       MSHD
 BV1300  HISTORY     - 19910806 GOOD             MSHD
 BV1300
 BV1300                          STATION DESCRIPTION
 BV1300
 BV1300'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1300'3 MI W FROM WAYNESBORO.
 BV1300'THE MARK IS LOCATED 3 MILES WEST OF WAYNESBORO NEAR THE WEST FENCE
 BV1300'AROUND WAYNE COUNTY SCHOOL BUS COMPOUND JUST WEST OF THE NW CORNER OF
 BV1300'THE SHOP IN THE SW QUARTER OF THE SE QUARTER OF SECTION 4, T 8 N, R 7
 BV1300'W. IT IS 243 FEET NORTH OF THE CENTER OF HIGHWAY 84, 9 FEET WEST OF
 BV1300'THE NW CORNER OF THE SHOP, 71.5 FEET SOUTH OF THE NW CORNER OF A
 BV1300'CYCLONE FENCE, 1 FOOT EAST OF A FENCE, 76.5 FEET NORTH OF A POWER
 BV1300'POLE. 32.5 FEET SOUTH OF ANOTHER POWER POLE, 1 FOOT SOUTH OF A METAL
 BV1300'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST AND
 BV1300'PROJECTS 2 INCHES. TO REACH FROM THE COURTHOUSE IN WAYNESBORO GO SW
 BV1300'ON U.S HIGHWAY 84 FOR 3 MILES TO THE MARK ON THE RIGHT JUST BEYOND A
 BV1300'CROSSROAD.
 BV1300
 BV1300                          STATION RECOVERY (1991)
 BV1300
 BV1300'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1300'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF WAYNESBORO, NEAR THE
 BV1300'NORTHWEST CORNER OF THE SHOP AT THE ABANSONED WAYNE COUNTY SCHOOL BUS
 BV1300'COMPOUND, 0.05 MI (0.08 KM) NORTHWEST OF A CROSSROAD AND IS IN
 BV1300'SECTION 4, T 8N, R 7W.
 BV1300'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1300'HIGHWAY 84 FOR 3.05 MI (4.91 KM) TO THE MARK ON THE RIGHT JUST BEYOND
 BV1300'A CROSSROAD.
 BV1300'MARK IS A MSHD DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 BV1300'PROJECTING 2 INCHES, 243.0 FT (74.1 M) NORTHEAST OF THE CENTER OF
 BV1300'HIGHWAY 84, 76.5 FT (23.3 M) NORTHEAST OF A POWER POLE, 71.5 FT
 BV1300'(21.8 M) SOUTHWEST OF THE NORTH CORNER OF A CHAIN LINK FENCE AROUND
 BV1300'THE COMPOUND, 32.5 FT (9.9 M) SOUTHWEST OF A POWER POLE, 9.0 FT
 BV1300'(2.7 M) NORTHWEST OF THE NORTH CORNER OF THE SHOP, 1.0 FT (0.3 M)
 BV1300'SOUTHEAST OF A FENCE AND 1.0 FT (0.3 M) SOUTHWEST OF A METAL WITNESS
 BV1300'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1306 ***********************************************************************
 BV1306  DESIGNATION -  84 V 132
 BV1306  PID         -  BV1306
 BV1306  STATE/COUNTY-  MS/WAYNE
 BV1306  USGS QUAD   -  WAYNESBORO (1982)
 BV1306
 BV1306                         *CURRENT SURVEY CONTROL
 BV1306  ___________________________________________________________________
 BV1306* NAD 83(1986)-  31 40 35.     (N)    088 40 09.     (W)     SCALED    
 BV1306* NAVD 88     -        50.502  (meters)     165.69   (feet)  ADJUSTED  
 BV1306  ___________________________________________________________________
 BV1306  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BV1306  DYNAMIC HT  -          50.442 (meters)     165.49  (feet)  COMP
 BV1306  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BV1306
 BV1306  VERT ORDER  -  SECOND    CLASS II
 BV1306
 BV1306.The horizontal coordinates were scaled from a topographic map and have
 BV1306.an estimated accuracy of +/- 6 seconds.
 BV1306
 BV1306.The orthometric height was determined by differential leveling
 BV1306.and adjusted in May 1996.
 BV1306
 BV1306.The geoid height was determined by GEOID03.
 BV1306
 BV1306.The dynamic height is computed by dividing the NAVD 88
 BV1306.geopotential number by the normal gravity value computed on the
 BV1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1306.degrees latitude (g = 980.6199 gals.).
 BV1306
 BV1306.The modeled gravity was interpolated from observed gravity values.
 BV1306
 BV1306;                    North         East    Units  Estimated Accuracy
 BV1306;SPC MS E     -   241,280.      315,570.      MT  (+/- 180 meters Scaled)
 BV1306
 BV1306                          SUPERSEDED SURVEY CONTROL
 BV1306
 BV1306  NGVD 29 (??/??/92)   50.517  (m)          165.74   (f) ADJ UNCH    2 2
 BV1306
 BV1306.Superseded values are not recommended for survey control.
 BV1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1306.See file dsdata.txt to determine how the superseded data were derived.
 BV1306
 BV1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA417057(NAD 83)
 BV1306_MARKER: DD = SURVEY DISK
 BV1306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1306_SP_SET: BRIDGE ABUTMENT
 BV1306_STAMPING: BM 84 V 132 1974
 BV1306_MARK LOGO: MSHD  
 BV1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1306+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BV1306
 BV1306  HISTORY     - Date     Condition        Report By
 BV1306  HISTORY     - 1974     MONUMENTED       MSHD
 BV1306  HISTORY     - 19910806 GOOD             MSHD
 BV1306  HISTORY     - 20000301 GOOD             MSHD
 BV1306  HISTORY     - 20080418 GOOD             MSDOT
 BV1306
 BV1306                          STATION DESCRIPTION
 BV1306
 BV1306'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1306'1.5 MI W FROM WAYNESBORO.
 BV1306'THE MARK IS LOCATED 1.5 MILES WEST OF WAYNESBORO IN THE NORTH END OF
 BV1306'THE WEST ABUTMENT OF A CONCRETE BRIDGE ABOUT 100 YARDS WEST OF A ROAD
 BV1306'LEADING NORTH IN THE NW QUARTER OF SECTION 11, T 8 N, R 7 W. IT IS 22
 BV1306'FEET NORTH ON THE CENTER OF HIGHWAY 84, 1 FOOT NE OF A METAL WITNESS
 BV1306'POST SET IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A
 BV1306'CONCRETE BRIDGE AT THE JUNCTION OF A WINGWALL AND IS ABOUT THREE AND
 BV1306'ONE HALF FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE
 BV1306'COURTHOUSE NEAR THE JUNCTION OF U.S.HIGHWAY 84 AND STATE HIGHWAY 63
 BV1306'IN WAYNESBORO GO SW U.S. HIGHWAY 84 FOR 1.35 MILES TO THE MARK ON THE
 BV1306'RIGHT.
 BV1306
 BV1306                          STATION RECOVERY (1991)
 BV1306
 BV1306'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1306'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF WAYNESBORO, IN A
 BV1306'CONCRETE BRIDGE, ABOUT 0.05 MI (0.08 KM) WEST OF A ROAD LEADING NORTH
 BV1306'AND IS IN SECTION 11, T 8N, R 7W.
 BV1306'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1306'HIGHWAY 84 FOR 1.35 MI (2.17 KM) TO THE MARK ON THE RIGHT.
 BV1306'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF
 BV1306'THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE AT THE JUNCTION OF A
 BV1306'WINGWALL, ABOUT 3.5 FT (1.1 M) BELOW THE LEVEL OF THE HIGHWAY, 22.0
 BV1306'FT (6.7 M) NORTHEAST OF THE CENTER OF HIGHWAY 84 AND 1.0 FT (0.3 M)
 BV1306'NORTHEAST OF A METAL WITNESS POST.
 BV1306
 BV1306                          STATION RECOVERY (2000)
 BV1306
 BV1306'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1306'RECOVERED AS DESCRIBED.
 BV1306
 BV1306                          STATION RECOVERY (2008)
 BV1306
 BV1306'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV1306'U.S. HWY. 84 MENTIONED IN THE PREVIOUS DESCRIPTIONS IS NOW DESIGNATED
 BV1306'HWY. 184.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1307 ***********************************************************************
 BV1307  DESIGNATION -  84 V 133
 BV1307  PID         -  BV1307
 BV1307  STATE/COUNTY-  MS/WAYNE
 BV1307  USGS QUAD   -  WAYNESBORO (1982)
 BV1307
 BV1307                         *CURRENT SURVEY CONTROL
 BV1307  ___________________________________________________________________
 BV1307* NAD 83(1986)-  31 40 19.     (N)    088 39 26.     (W)     SCALED    
 BV1307* NAVD 88     -        49.619  (meters)     162.79   (feet)  ADJUSTED  
 BV1307  ___________________________________________________________________
 BV1307  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BV1307  DYNAMIC HT  -          49.560 (meters)     162.60  (feet)  COMP
 BV1307  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 BV1307
 BV1307  VERT ORDER  -  SECOND    CLASS II
 BV1307
 BV1307.The horizontal coordinates were scaled from a topographic map and have
 BV1307.an estimated accuracy of +/- 6 seconds.
 BV1307
 BV1307.The orthometric height was determined by differential leveling
 BV1307.and adjusted in May 1996.
 BV1307
 BV1307.The geoid height was determined by GEOID03.
 BV1307
 BV1307.The dynamic height is computed by dividing the NAVD 88
 BV1307.geopotential number by the normal gravity value computed on the
 BV1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1307.degrees latitude (g = 980.6199 gals.).
 BV1307
 BV1307.The modeled gravity was interpolated from observed gravity values.
 BV1307
 BV1307;                    North         East    Units  Estimated Accuracy
 BV1307;SPC MS E     -   240,790.      316,700.      MT  (+/- 180 meters Scaled)
 BV1307
 BV1307                          SUPERSEDED SURVEY CONTROL
 BV1307
 BV1307  NGVD 29 (??/??/92)   49.634  (m)          162.84   (f) ADJ UNCH    2 2
 BV1307
 BV1307.Superseded values are not recommended for survey control.
 BV1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1307.See file dsdata.txt to determine how the superseded data were derived.
 BV1307
 BV1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA429052(NAD 83)
 BV1307_MARKER: DD = SURVEY DISK
 BV1307_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1307_SP_SET: BOX CULVERT
 BV1307_STAMPING: BM 84 V 133 1974
 BV1307_MARK LOGO: MSHD  
 BV1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1307+STABILITY: SURFACE MOTION
 BV1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1307+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1307
 BV1307  HISTORY     - Date     Condition        Report By
 BV1307  HISTORY     - 1974     MONUMENTED       MSHD
 BV1307  HISTORY     - 19910806 GOOD             MSHD
 BV1307
 BV1307                          STATION DESCRIPTION
 BV1307
 BV1307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1307'0.8 MI SW FROM WAYNESBORO.
 BV1307'THE MARK IS LOCATED 0.8 MILE SW OF WAYNESBORO IN THE WEST END OF THE
 BV1307'HEADWALL OF AN 8 X 6 FOOT BOX CULVERT IN THE SE QUARTER OF SECTION
 BV1307'11, T 8 N, R 7 W. IT IS 31 FEET NORTH OF THE CENTER OF HIGHWAY 84, 94
 BV1307'FEET NE OF A POLE WITH A LAMP, 1 FOOT EAST OF A METAL WITNESS POST
 BV1307'SET IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A
 BV1307'TRIPPLE BOX CULVERT AND IS ABOUT 7 FEET BELOW THE LEVEL OF THE
 BV1307'HIGHWAY. TO REACH FROM THE COURTHOUSE IN WAYNESBORO GO SW ON U.S.
 BV1307'HIGHWAY 84 FOR 0.4 MILE TO THE JUNCTION OF COURT STREET. CONTINUE
 BV1307'WEST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO THE CULVERT AND THE MARK ON
 BV1307'THE RIGHT.
 BV1307
 BV1307                          STATION RECOVERY (1991)
 BV1307
 BV1307'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1307'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) WEST OF WAYNESBORO, IN A
 BV1307'CULVERT UNDER U.S. HIGHWAY 84 AND IS IN SECTION 11, T 8N, R 7W.
 BV1307'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1307'HIGHWAY 84 FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF COURT STREET,
 BV1307'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE CULVERT
 BV1307'AND THE MARK ON THE RIGHT.
 BV1307'MARK IS A MSHD DISK SET IN A DRILL IN THE WEST END OF THE NORTH
 BV1307'HEADWALL OF AN 8 X 6 FOOT CONCRETE BOX CULVERT, ABOUT 7.0 FT (2.1 M)
 BV1307'BELOW THE LEVEL OF THE HIGHWAY, 94.0 FT (28.7 M) NORTHEAST OF A LAMP
 BV1307'POLE, 31.0 FT (9.4 M) NORTH OF THE CENTER OF HIGHWAY 84 AND 1.0 FT
 BV1307'(0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1308 ***********************************************************************
 BV1308  DESIGNATION -  84 V 134
 BV1308  PID         -  BV1308
 BV1308  STATE/COUNTY-  MS/WAYNE
 BV1308  USGS QUAD   -  WAYNESBORO (1982)
 BV1308
 BV1308                         *CURRENT SURVEY CONTROL
 BV1308  ___________________________________________________________________
 BV1308* NAD 83(1986)-  31 40 24.     (N)    088 38 56.     (W)     SCALED    
 BV1308* NAVD 88     -        59.529  (meters)     195.30   (feet)  ADJUSTED  
 BV1308  ___________________________________________________________________
 BV1308  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BV1308  DYNAMIC HT  -          59.459 (meters)     195.08  (feet)  COMP
 BV1308  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BV1308
 BV1308  VERT ORDER  -  SECOND    CLASS II
 BV1308
 BV1308.The horizontal coordinates were scaled from a topographic map and have
 BV1308.an estimated accuracy of +/- 6 seconds.
 BV1308
 BV1308.The orthometric height was determined by differential leveling
 BV1308.and adjusted in May 1996.
 BV1308
 BV1308.The geoid height was determined by GEOID03.
 BV1308
 BV1308.The dynamic height is computed by dividing the NAVD 88
 BV1308.geopotential number by the normal gravity value computed on the
 BV1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1308.degrees latitude (g = 980.6199 gals.).
 BV1308
 BV1308.The modeled gravity was interpolated from observed gravity values.
 BV1308
 BV1308;                    North         East    Units  Estimated Accuracy
 BV1308;SPC MS E     -   240,940.      317,490.      MT  (+/- 180 meters Scaled)
 BV1308
 BV1308                          SUPERSEDED SURVEY CONTROL
 BV1308
 BV1308  NGVD 29 (??/??/92)   59.544  (m)          195.35   (f) ADJ UNCH    2 2
 BV1308
 BV1308.Superseded values are not recommended for survey control.
 BV1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1308.See file dsdata.txt to determine how the superseded data were derived.
 BV1308
 BV1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA436054(NAD 83)
 BV1308_MARKER: DD = SURVEY DISK
 BV1308_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1308_SP_SET: CONCRETE STEPS
 BV1308_STAMPING: BM 84 V 134 1974
 BV1308_MARK LOGO: MSHD  
 BV1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1308+STABILITY: SURFACE MOTION
 BV1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1308+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 BV1308
 BV1308  HISTORY     - Date     Condition        Report By
 BV1308  HISTORY     - 1974     MONUMENTED       MSHD
 BV1308  HISTORY     - 19910806 GOOD             MSHD
 BV1308
 BV1308                          STATION DESCRIPTION
 BV1308
 BV1308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1308'IN WAYNESBORO FROM WAYNESBORO.
 BV1308'THE MARK IS LOCATED 0.45 MILE SW ALONG U.S. HIGHWAY 84 FROM ITS
 BV1308'INTERSECTION WITH U.S. HIGHWAY 45, IN THE NW END OF THE BASE OF THE
 BV1308'STEPS ON SW SIDE OF THE SE ENTRANCE TO THE WAYNE COUNTY COURTHOUSE IN
 BV1308'WAYNESBORO. IT IS 79.5 FEET NW OF THE CENTER OF AZALEA DRIVE (U.S.
 BV1308'HIGHWAY 84) 133 FEET NE OF THE CENTER OF TURNER STREET, 8.3 FEET SW
 BV1308'OF THE CENTER OF THE ENTRANCE, 47 FEET NE OF THE SOUTH CORNER OF THE
 BV1308'COURTHOUSE, 22 FEET NW OF A FLAG POLE, 0.7 FEET SW OF THE BOTTOM
 BV1308'STEP, 0.7 FEET SE OF THE SE WALL OF THE COURTHOUSE SET IN A DRILL
 BV1308'HOLE IN THE NW END OF THE SE CONCRETE BASE OF THE STEPS AT THE SE
 BV1308'ENTRANCE TO THE COURTHOUSE.
 BV1308
 BV1308                          STATION RECOVERY (1991)
 BV1308
 BV1308'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1308'THE MARK IS LOCATED IN THE NORTH ANGLE OF THE INTERSECTION OF TURNER
 BV1308'STREET AND AZALEA DRIVE (U.S. HIGHWAY 84) IN WAYNESBORO, IN THE STEPS
 BV1308'AT THE SOUTHEAST ENTRANCE TO THE COURTHOUSE AND IS 0.45 MI (0.72 KM)
 BV1308'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84.
 BV1308'MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 BV1308'SOUTHEAST BASE OF THE STEPS, 133.0 FT (40.5 M) NORTHEAST OF THE
 BV1308'CENTER OF TURNER STREET, 79.5 FT (24.2 M) NORTHWEST OF THE CENTER OF
 BV1308'AZALEA DRIVE, 47.0 FT (14.3 M) NORTHEAST OF THE SOUTH CORNER OF THE
 BV1308'COURTHOUSE, 22.0 FT (6.7 M) NORTHWEST OF A FLAG POLE, 8.3 FT (2.5 M)
 BV1308'SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE CORTHOUSE, 0.7 FT
 BV1308'(0.2 M) SOUTHWEST OF THE BOTTOM STEP AND 0.7 FT (0.2 M) SOUTHEAST OF
 BV1308'THE SOUTHEAST WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1201 ***********************************************************************
 BV1201  DESIGNATION -  84 V 135
 BV1201  PID         -  BV1201
 BV1201  STATE/COUNTY-  MS/JONES
 BV1201  USGS QUAD   -  LAUREL WEST (1982)
 BV1201
 BV1201                         *CURRENT SURVEY CONTROL
 BV1201  ___________________________________________________________________
 BV1201* NAD 83(1986)-  31 41 38.     (N)    089 09 27.     (W)     SCALED    
 BV1201* NAVD 88     -        78.311  (meters)     256.93   (feet)  ADJUSTED  
 BV1201  ___________________________________________________________________
 BV1201  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BV1201  DYNAMIC HT  -          78.219 (meters)     256.62  (feet)  COMP
 BV1201  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 BV1201
 BV1201  VERT ORDER  -  SECOND    CLASS II
 BV1201
 BV1201.The horizontal coordinates were scaled from a topographic map and have
 BV1201.an estimated accuracy of +/- 6 seconds.
 BV1201
 BV1201.The orthometric height was determined by differential leveling
 BV1201.and adjusted in May 1996.
 BV1201
 BV1201.The geoid height was determined by GEOID03.
 BV1201
 BV1201.The dynamic height is computed by dividing the NAVD 88
 BV1201.geopotential number by the normal gravity value computed on the
 BV1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1201.degrees latitude (g = 980.6199 gals.).
 BV1201
 BV1201.The modeled gravity was interpolated from observed gravity values.
 BV1201
 BV1201;                    North         East    Units  Estimated Accuracy
 BV1201;SPC MS E     -   243,250.      269,270.      MT  (+/- 180 meters Scaled)
 BV1201
 BV1201                          SUPERSEDED SURVEY CONTROL
 BV1201
 BV1201  NGVD 29 (??/??/92)   78.339  (m)          257.02   (f) ADJ UNCH    2 2
 BV1201
 BV1201.Superseded values are not recommended for survey control.
 BV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1201.See file dsdata.txt to determine how the superseded data were derived.
 BV1201
 BV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA955085(NAD 83)
 BV1201_MARKER: DD = SURVEY DISK
 BV1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1201_SP_SET: CULVERT
 BV1201_STAMPING: BM 84V 135 1935
 BV1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1201
 BV1201  HISTORY     - Date     Condition        Report By
 BV1201  HISTORY     - 1935     MONUMENTED       MSHD
 BV1201  HISTORY     - 1975     GOOD             MSHD
 BV1201  HISTORY     - 1975     GOOD             MSHD
 BV1201  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1201
 BV1201                          STATION DESCRIPTION
 BV1201
 BV1201'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1201'1.7 MI W FROM LAUREL.
 BV1201'THE MARK IS LOCATED 1.7 MILES WEST OF LAUREL IN THE EAST END OF THE
 BV1201'SOUTH HEADWALL OF A DOUBLE CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 84
 BV1201'IN THE NORTHWEST 1/4 OF SECTION 1, T 8N, R 12W.  IT IS 18.5 FEET SOUTH
 BV1201'OF THE CENTER OF HIGHWAY 84, 54.5 FEET NORTHWEST OF POLE NO. 2310, 23
 BV1201'FEET NORTH OF AN IRON PIPE RUNNING EAST-WEST, 1 FOOT WEST OF A METAL
 BV1201'WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF A 6 X 5 FOOT
 BV1201'DOUBLE CONCRETE BOX CULVERT AND IS ABOUT 18 INCHES BELOW THE LEVEL OF
 BV1201'THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BV1201'STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY
 BV1201'FOR 0.7 MILE TO THE MARK ON THE LEFT.
 BV1201
 BV1201                          STATION RECOVERY (1975)
 BV1201
 BV1201'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1201'THE MARK IS LOCATED 1.7 MILES WEST OF LAUREL IN THE EAST END OF THE
 BV1201'SOUTH HEADWALL OF A DOUBLE CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 84
 BV1201'IN THE NORTHWEST 1/4 OF SECTION 1, T 8N, R 12W.  IT IS 18.5 FEET SOUTH
 BV1201'OF THE CENTER OF HIGHWAY 84, 54.5 FEET NORTHWEST OF POLE NO. 2310, 23
 BV1201'FEET NORTH OF AN IRON PIPE RUNNING EAST-WEST, 1 FOOT WEST OF A METAL
 BV1201'WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF A 6 X 5 FOOT
 BV1201'DOUBLE CONCRETE BOX CULVERT AND IS ABOUT 18 INCHES BELOW THE LEVEL OF
 BV1201'THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BV1201'STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY
 BV1201'FOR 0.7 MILE TO THE MARK ON THE LEFT.
 BV1201
 BV1201                          STATION RECOVERY (2008)
 BV1201
 BV1201'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1202 ***********************************************************************
 BV1202  DESIGNATION -  84 V 136
 BV1202  PID         -  BV1202
 BV1202  STATE/COUNTY-  MS/JONES
 BV1202  USGS QUAD   -  LAUREL WEST (1982)
 BV1202
 BV1202                         *CURRENT SURVEY CONTROL
 BV1202  ___________________________________________________________________
 BV1202* NAD 83(1986)-  31 41 44.     (N)    089 08 42.     (W)     SCALED    
 BV1202* NAVD 88     -        88.354  (meters)     289.87   (feet)  ADJUSTED  
 BV1202  ___________________________________________________________________
 BV1202  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BV1202  DYNAMIC HT  -          88.250 (meters)     289.53  (feet)  COMP
 BV1202  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 BV1202
 BV1202  VERT ORDER  -  SECOND    CLASS II
 BV1202
 BV1202.The horizontal coordinates were scaled from a topographic map and have
 BV1202.an estimated accuracy of +/- 6 seconds.
 BV1202
 BV1202.The orthometric height was determined by differential leveling
 BV1202.and adjusted in May 1996.
 BV1202
 BV1202.The geoid height was determined by GEOID03.
 BV1202
 BV1202.The dynamic height is computed by dividing the NAVD 88
 BV1202.geopotential number by the normal gravity value computed on the
 BV1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1202.degrees latitude (g = 980.6199 gals.).
 BV1202
 BV1202.The modeled gravity was interpolated from observed gravity values.
 BV1202
 BV1202;                    North         East    Units  Estimated Accuracy
 BV1202;SPC MS E     -   243,440.      270,450.      MT  (+/- 180 meters Scaled)
 BV1202
 BV1202                          SUPERSEDED SURVEY CONTROL
 BV1202
 BV1202  NGVD 29 (??/??/92)   88.384  (m)          289.97   (f) ADJ UNCH    2 2
 BV1202
 BV1202.Superseded values are not recommended for survey control.
 BV1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1202.See file dsdata.txt to determine how the superseded data were derived.
 BV1202
 BV1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA967086(NAD 83)
 BV1202_MARKER: DD = SURVEY DISK
 BV1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV1202_SP_SET: BUILDING
 BV1202_STAMPING: BM 84V 136 1975
 BV1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1202
 BV1202  HISTORY     - Date     Condition        Report By
 BV1202  HISTORY     - 1975     MONUMENTED       MSHD
 BV1202  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1202
 BV1202                          STATION DESCRIPTION
 BV1202
 BV1202'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1202'0.9 MI W FROM LAUREL.
 BV1202'THE MARK IS LOCATED ABOUT 0.9 MILE WEST OF THE CENTER OF LAUREL IN THE
 BV1202'NORTHWEST CORNER OF A SMALL CONCRETE RETAINING WALL NEAR THE NORTHWEST
 BV1202'CORNER OF THE PRENTISS ELEMENTARY SCHOOL ON THE CORNER OF 6TH STREET
 BV1202'AND 15TH AVENUE IN THE NORTHWEST 1/4 OF SECTION 6, T 8N, R 12W. IT IS
 BV1202'55 FEET SOUTH OF THE CENTER OF 6TH STREET, 55 FEET EAST OF THE CENTER
 BV1202'OF 15TH AVENUE, 46 FEET SOUTHWEST OF THE NORTHWEST CORNER POST OF A
 BV1202'CANOPY, 27.5 FEET SOUTHEAST OF A 24 INCH OAK, 8 FEET EAST-NORTHEAST OF
 BV1202'THE NORTHWEST CORNER OF THE SCHOOL, 3.3 FEET NORTH OF THE NORTH WALL
 BV1202'OF THE SCHOOL SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 BV1202'RETAINING WALL.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84
 BV1202'AND STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO NORTH ON STATE
 BV1202'HIGHWAY 15 FOR 1 BLOCK TO THE INTERSECTION OF 6TH STREET. TURN RIGHT
 BV1202'AND GO EAST ON 6TH STREET FOR 1 BLOCK TO THE INTERSECTION OF 15TH
 BV1202'AVENUE AND SCHOOL AND THE MARK ON THE RIGHT.
 BV1202
 BV1202                          STATION RECOVERY (2008)
 BV1202
 BV1202'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1988 ***********************************************************************
 BW1988  DESIGNATION -  84 V 14
 BW1988  PID         -  BW1988
 BW1988  STATE/COUNTY-  MS/FRANKLIN
 BW1988  USGS QUAD   -  MC CALL CREEK (1972)
 BW1988
 BW1988                         *CURRENT SURVEY CONTROL
 BW1988  ___________________________________________________________________
 BW1988* NAD 83(1986)-  31 30 47.     (N)    090 38 00.     (W)     SCALED    
 BW1988* NAVD 88     -       125.461  (meters)     411.62   (feet)  ADJUSTED  
 BW1988  ___________________________________________________________________
 BW1988  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1988  DYNAMIC HT  -         125.308 (meters)     411.11  (feet)  COMP
 BW1988  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 BW1988
 BW1988  VERT ORDER  -  SECOND    CLASS II
 BW1988
 BW1988.The horizontal coordinates were scaled from a topographic map and have
 BW1988.an estimated accuracy of +/- 6 seconds.
 BW1988
 BW1988.The orthometric height was determined by differential leveling
 BW1988.and adjusted in May 1996.
 BW1988
 BW1988.The geoid height was determined by GEOID03.
 BW1988
 BW1988.The dynamic height is computed by dividing the NAVD 88
 BW1988.geopotential number by the normal gravity value computed on the
 BW1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1988.degrees latitude (g = 980.6199 gals.).
 BW1988
 BW1988.The modeled gravity was interpolated from observed gravity values.
 BW1988
 BW1988;                    North         East    Units  Estimated Accuracy
 BW1988;SPC MS W     -   223,200.      671,510.      MT  (+/- 180 meters Scaled)
 BW1988
 BW1988                          SUPERSEDED SURVEY CONTROL
 BW1988
 BW1988  NGVD 29 (??/??/92)  125.514  (m)          411.79   (f) ADJ UNCH    2 2
 BW1988
 BW1988.Superseded values are not recommended for survey control.
 BW1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1988.See file dsdata.txt to determine how the superseded data were derived.
 BW1988
 BW1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ247888(NAD 83)
 BW1988_MARKER: DD = SURVEY DISK
 BW1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1988_STAMPING: BM 84V 14 1975
 BW1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1988+STABILITY: SURFACE MOTION
 BW1988
 BW1988  HISTORY     - Date     Condition        Report By
 BW1988  HISTORY     - 1975     MONUMENTED       MSHD
 BW1988  HISTORY     - 20031203 MARK NOT FOUND   JCLS
 BW1988
 BW1988                          STATION DESCRIPTION
 BW1988
 BW1988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1988'12.5 MI WSW FROM BROOKHAVEN.
 BW1988'THE MARK IS LOCATED 12.5 MILES WEST-SOUTHWEST OF BROOKHAVEN ON THE
 BW1988'SOUTH ROW OF U.S. HIGHWAY 84, 0.15 MILE WEST OF THE FRANKLIN-LINCOLN
 BW1988'COUNTY LINE, 0.85 MILE EAST OF THE BRIDGE OVER MCCALL CREEK, 12.9
 BW1988'MILES EAST-NORTHEAST OF BUDE IN THE SOUTHEAST 1/4 OF SECTION 6, T 6N,
 BW1988'R 6E.  IT IS 50 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 30 FEET EAST
 BW1988'OF A ROW MARKER, 8 FEET EAST-NORTHEAST OF A 12 INCH PINE, 2 FEET NORTH
 BW1988'OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BW1988'12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BW1988'HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE INTERSECTION
 BW1988'OF U.S. HIGHWAY 84 AND 51 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON
 BW1988'U.S. HIGHWAY 84 FOR 1.3 MILES TO THE CROSSING OF I-55.  CONTINUE WEST
 BW1988'ON U.S. HIGHWAY 84 FOR 9 MILES TO A SIDE ROAD LEFT.  CONTINUE WEST ON
 BW1988'U.S. HIGHWAY 84 FOR 0.75 MILE TO THE MARK ON THE LEFT.
 BW1988
 BW1988                          STATION RECOVERY (2003)
 BW1988
 BW1988'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BW1988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1992 ***********************************************************************
 BW1992  DESIGNATION -  84 V 15
 BW1992  PID         -  BW1992
 BW1992  STATE/COUNTY-  MS/LINCOLN
 BW1992  USGS QUAD   -  ZETUS (1972)
 BW1992
 BW1992                         *CURRENT SURVEY CONTROL
 BW1992  ___________________________________________________________________
 BW1992* NAD 83(1986)-  31 31 07.     (N)    090 36 19.     (W)     SCALED    
 BW1992* NAVD 88     -       133.168  (meters)     436.90   (feet)  ADJUSTED  
 BW1992  ___________________________________________________________________
 BW1992  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1992  DYNAMIC HT  -         133.006 (meters)     436.37  (feet)  COMP
 BW1992  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 BW1992
 BW1992  VERT ORDER  -  SECOND    CLASS II
 BW1992
 BW1992.The horizontal coordinates were scaled from a topographic map and have
 BW1992.an estimated accuracy of +/- 6 seconds.
 BW1992
 BW1992.The orthometric height was determined by differential leveling
 BW1992.and adjusted in May 1996.
 BW1992
 BW1992.The geoid height was determined by GEOID03.
 BW1992
 BW1992.The dynamic height is computed by dividing the NAVD 88
 BW1992.geopotential number by the normal gravity value computed on the
 BW1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1992.degrees latitude (g = 980.6199 gals.).
 BW1992
 BW1992.The modeled gravity was interpolated from observed gravity values.
 BW1992
 BW1992;                    North         East    Units  Estimated Accuracy
 BW1992;SPC MS W     -   223,810.      674,170.      MT  (+/- 180 meters Scaled)
 BW1992
 BW1992                          SUPERSEDED SURVEY CONTROL
 BW1992
 BW1992  NGVD 29 (??/??/92)  133.214  (m)          437.05   (f) ADJ UNCH    2 2
 BW1992
 BW1992.Superseded values are not recommended for survey control.
 BW1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1992.See file dsdata.txt to determine how the superseded data were derived.
 BW1992
 BW1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ273895(NAD 83)
 BW1992_MARKER: DD = SURVEY DISK
 BW1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1992_STAMPING: BM 84V 15 1975
 BW1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1992+STABILITY: SURFACE MOTION
 BW1992
 BW1992  HISTORY     - Date     Condition        Report By
 BW1992  HISTORY     - 1975     MONUMENTED       MSHD
 BW1992
 BW1992                          STATION DESCRIPTION
 BW1992
 BW1992'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1992'10.5 MI WSW FROM BROOKHAVEN.
 BW1992'THE MARK IS LOCATED 10.5 MILES WEST-SOUTHWEST OF BROOKHAVEN AT THE
 BW1992'SOUTHWEST CORNER OF THE CEMETERY AT PLEASANT GROVE BAPTIST CHURCH IN
 BW1992'THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, T 6N, R 6E.  IT
 BW1992'IS 49.5 FEET NORTH OF THE CENTER OF HIGHWAY 84, 288 FEET WEST OF THE
 BW1992'CENTER OF THE ENTRANCE TO THE CHURCH, 262.5 FEET WEST OF A ROW MERKER,
 BW1992'48 FEET NORTHWEST OF THE NORTH END OF A CULVERT, 22 FEET SOUTH OF A 20
 BW1992'INCH OAK, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUTLER
 BW1992'DOUBLE HEAD STONE, 2 FEET EAST OF THE SOUTH END OF A FENCE, 1 FOOT
 BW1992'WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BW1992'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW1992'1 INCH.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND
 BW1992'51 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR
 BW1992'1.3 MILES TO THE CROSSING OF I-55.  CONTINUE WEST ON U.S. HIGHWAY 84
 BW1992'FOR 7.9 MILES TO THE CEMETERY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1993 ***********************************************************************
 BW1993  DESIGNATION -  84 V 16
 BW1993  PID         -  BW1993
 BW1993  STATE/COUNTY-  MS/LINCOLN
 BW1993  USGS QUAD   -  ZETUS (1972)
 BW1993
 BW1993                         *CURRENT SURVEY CONTROL
 BW1993  ___________________________________________________________________
 BW1993* NAD 83(1986)-  31 31 16.     (N)    090 35 25.     (W)     SCALED    
 BW1993* NAVD 88     -       120.330  (meters)     394.78   (feet)  ADJUSTED  
 BW1993  ___________________________________________________________________
 BW1993  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1993  DYNAMIC HT  -         120.183 (meters)     394.30  (feet)  COMP
 BW1993  MODELED GRAV-     979,414.5   (mgal)                       NAVD 88
 BW1993
 BW1993  VERT ORDER  -  SECOND    CLASS II
 BW1993
 BW1993.The horizontal coordinates were scaled from a topographic map and have
 BW1993.an estimated accuracy of +/- 6 seconds.
 BW1993
 BW1993.The orthometric height was determined by differential leveling
 BW1993.and adjusted in May 1996.
 BW1993
 BW1993.The geoid height was determined by GEOID03.
 BW1993
 BW1993.The dynamic height is computed by dividing the NAVD 88
 BW1993.geopotential number by the normal gravity value computed on the
 BW1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1993.degrees latitude (g = 980.6199 gals.).
 BW1993
 BW1993.The modeled gravity was interpolated from observed gravity values.
 BW1993
 BW1993;                    North         East    Units  Estimated Accuracy
 BW1993;SPC MS W     -   224,080.      675,600.      MT  (+/- 180 meters Scaled)
 BW1993
 BW1993                          SUPERSEDED SURVEY CONTROL
 BW1993
 BW1993  NGVD 29 (??/??/92)  120.373  (m)          394.92   (f) ADJ UNCH    2 2
 BW1993
 BW1993.Superseded values are not recommended for survey control.
 BW1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1993.See file dsdata.txt to determine how the superseded data were derived.
 BW1993
 BW1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ288898(NAD 83)
 BW1993_MARKER: DD = SURVEY DISK
 BW1993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1993_SP_SET: CULVERT
 BW1993_STAMPING: BM 84V 16 1975
 BW1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1993
 BW1993  HISTORY     - Date     Condition        Report By
 BW1993  HISTORY     - 1975     MONUMENTED       MSHD
 BW1993
 BW1993                          STATION DESCRIPTION
 BW1993
 BW1993'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1993'9.8 MI WSW FROM BROOKHAVEN.
 BW1993'THE MARK IS LOCATED 9.8 MILES WEST-SOUTHWEST OF THE CENTER OF
 BW1993'BROOKHAVEN IN THE EAST END OF THE SOUTH HEADWALL OF AN 18 X 18 FT. BOX
 BW1993'CULVERT, 4 MILES EAST OF A RAILROAD CROSSING IN THE NORTHWEST 1/4 OF
 BW1993'SECTION 3, T 6N, R 6E.  IT IS 28 FEET SOUTH OF THE CENTER OF HIGHWAY
 BW1993'84, 1 FOOT WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BW1993'EAST END OF A BOX CULVERT UNDER HIGHWAY 84 AND IS ABOUT 10 FEET BELOW
 BW1993'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF
 BW1993'U.S. HIGHWAY 51 AND U.S. HIGHWAY 84 ABOUT 2 MILES SOUTH OF BROOKHAVEN
 BW1993'GO WEST ON U.S. HIGHWAY 84 FOR 1.3 MILES TO I-55. CONTINUE WEST ON
 BW1993'U.S. HIGHWAY 84 FOR 6.5 MILES TO A SIDE ROAD LEFT. CONTINUE WEST ON
 BW1993'U.S. HIGHWAY 84 FOR 0.5 MILE TO THE CULVERT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1994 ***********************************************************************
 BW1994  DESIGNATION -  84 V 17
 BW1994  PID         -  BW1994
 BW1994  STATE/COUNTY-  MS/LINCOLN
 BW1994  USGS QUAD   -  ZETUS (1972)
 BW1994
 BW1994                         *CURRENT SURVEY CONTROL
 BW1994  ___________________________________________________________________
 BW1994* NAD 83(1986)-  31 31 05.     (N)    090 34 45.     (W)     SCALED    
 BW1994* NAVD 88     -       145.529  (meters)     477.46   (feet)  ADJUSTED  
 BW1994  ___________________________________________________________________
 BW1994  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1994  DYNAMIC HT  -         145.350 (meters)     476.87  (feet)  COMP
 BW1994  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 BW1994
 BW1994  VERT ORDER  -  SECOND    CLASS II
 BW1994
 BW1994.The horizontal coordinates were scaled from a topographic map and have
 BW1994.an estimated accuracy of +/- 6 seconds.
 BW1994
 BW1994.The orthometric height was determined by differential leveling
 BW1994.and adjusted in May 1996.
 BW1994
 BW1994.The geoid height was determined by GEOID03.
 BW1994
 BW1994.The dynamic height is computed by dividing the NAVD 88
 BW1994.geopotential number by the normal gravity value computed on the
 BW1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1994.degrees latitude (g = 980.6199 gals.).
 BW1994
 BW1994.The modeled gravity was interpolated from observed gravity values.
 BW1994
 BW1994;                    North         East    Units  Estimated Accuracy
 BW1994;SPC MS W     -   223,740.      676,650.      MT  (+/- 180 meters Scaled)
 BW1994
 BW1994                          SUPERSEDED SURVEY CONTROL
 BW1994
 BW1994  NGVD 29 (??/??/92)  145.568  (m)          477.58   (f) ADJ UNCH    2 2
 BW1994
 BW1994.Superseded values are not recommended for survey control.
 BW1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1994.See file dsdata.txt to determine how the superseded data were derived.
 BW1994
 BW1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ298895(NAD 83)
 BW1994_MARKER: DD = SURVEY DISK
 BW1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1994_STAMPING: BM 84V 17 1975
 BW1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1994+STABILITY: SURFACE MOTION
 BW1994
 BW1994  HISTORY     - Date     Condition        Report By
 BW1994  HISTORY     - 1975     MONUMENTED       MSHD
 BW1994
 BW1994                          STATION DESCRIPTION
 BW1994
 BW1994'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1994'9.2 MI SW FROM BROOKHAVEN.
 BW1994'THE MARK IS LOCATED 9.2 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN ON
 BW1994'THE SOUTH ROW OF U.S. HIGHWAY 84, 4.9 MILES EAST OF A RAILROAD
 BW1994'CROSSING IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 2, T 6N,
 BW1994'R 6E.  IT IS 46 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 84, 97 FEET
 BW1994'WEST OF THE WEST CORNER OF A WHITE ASBESTOS SIDING HOUSE, 53.5 FEET
 BW1994'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES, 13.5 FEET
 BW1994'WEST OF A FENCE CORNER, 2 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST
 BW1994'OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW1994'POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 BW1994'NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND U.S.
 BW1994'HIGHWAY 84 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY
 BW1994'84 FOR 1.3 MILES TO THE CROSSING OF I-55. CONTINUE WEST ON U.S.
 BW1994'HIGHWAY 84 FOR 5.85 MILES TO A CROSSROAD. CONTINUE WEST ON U.S.
 BW1994'HIGHWAY 84 FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1999 ***********************************************************************
 BW1999  DESIGNATION -  84 V 18
 BW1999  PID         -  BW1999
 BW1999  STATE/COUNTY-  MS/LINCOLN
 BW1999  USGS QUAD   -  ZETUS (1972)
 BW1999
 BW1999                         *CURRENT SURVEY CONTROL
 BW1999  ___________________________________________________________________
 BW1999* NAD 83(1986)-  31 31 31.     (N)    090 33 12.     (W)     SCALED    
 BW1999* NAVD 88     -       140.982  (meters)     462.54   (feet)  ADJUSTED  
 BW1999  ___________________________________________________________________
 BW1999  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1999  DYNAMIC HT  -         140.809 (meters)     461.97  (feet)  COMP
 BW1999  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 BW1999
 BW1999  VERT ORDER  -  SECOND    CLASS II
 BW1999
 BW1999.The horizontal coordinates were scaled from a topographic map and have
 BW1999.an estimated accuracy of +/- 6 seconds.
 BW1999
 BW1999.The orthometric height was determined by differential leveling
 BW1999.and adjusted in May 1996.
 BW1999
 BW1999.The geoid height was determined by GEOID03.
 BW1999
 BW1999.The dynamic height is computed by dividing the NAVD 88
 BW1999.geopotential number by the normal gravity value computed on the
 BW1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1999.degrees latitude (g = 980.6199 gals.).
 BW1999
 BW1999.The modeled gravity was interpolated from observed gravity values.
 BW1999
 BW1999;                    North         East    Units  Estimated Accuracy
 BW1999;SPC MS W     -   224,530.      679,110.      MT  (+/- 180 meters Scaled)
 BW1999
 BW1999                          SUPERSEDED SURVEY CONTROL
 BW1999
 BW1999  NGVD 29 (??/??/92)  141.015  (m)          462.65   (f) ADJ UNCH    2 2
 BW1999
 BW1999.Superseded values are not recommended for survey control.
 BW1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1999.See file dsdata.txt to determine how the superseded data were derived.
 BW1999
 BW1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ323904(NAD 83)
 BW1999_MARKER: DD = SURVEY DISK
 BW1999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW1999_SP_SET: HEADWALL
 BW1999_STAMPING: BM 84V 18 1975
 BW1999_MARK LOGO: MSHD  
 BW1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1999+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1989
 BW1999
 BW1999  HISTORY     - Date     Condition        Report By
 BW1999  HISTORY     - 1975     MONUMENTED       MSHD
 BW1999  HISTORY     - 19890607 GOOD             MSHD
 BW1999
 BW1999                          STATION DESCRIPTION
 BW1999
 BW1999'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1999'7.5 MI SW FROM BROOKHAVEN.
 BW1999'THE MARK IS LOCATED 7.5 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN IN
 BW1999'THE WEST END OF THE SOUTH HEADWALL OF A 4 X 5 FOOT CONCRETE BOX
 BW1999'CULVERT, 0.2 MILE EAST OF A ROAD LEADING SOUTH IN THE SOUTHEAST 1/4 OF
 BW1999'SECTION 36, T 7N, R 6E.  IT IS 18 FEET SOUTH OF THE CENTER OF HIGHWAY
 BW1999'84, 75 FEET EAST-NORTHEAST OF A POWER POLE, 33 FEET NORTH OF A FENCE,
 BW1999'1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST
 BW1999'END OF THE SOUTH HEADWALL OF A BOX CULVERT UNDER HIGHWAY 84 AND IS
 BW1999'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- TO REACH FROM THE
 BW1999'INTERSECTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84 ABOUT 2 MILES
 BW1999'SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR 1.3 MILES TO THE
 BW1999'CROSSING OF I-55.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 4 MILES TO A
 BW1999'SIDE ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.45 MILE TO
 BW1999'THE MARK ON THE LEFT.
 BW1999
 BW1999                          STATION RECOVERY (1989)
 BW1999
 BW1999'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BW1999'MARK WAS RECOVERED IN GOOD CONDITION, BUT GOING TO BE DESTROYED BY
 BW1999'ROAD CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR 84V
 BW1999'18 RESET 1989.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2566 ***********************************************************************
 BW2566  DESIGNATION -  84 V 18 RESET
 BW2566  PID         -  BW2566
 BW2566  STATE/COUNTY-  MS/LINCOLN
 BW2566  USGS QUAD   -  ZETUS (1972)
 BW2566
 BW2566                         *CURRENT SURVEY CONTROL
 BW2566  ___________________________________________________________________
 BW2566* NAD 83(1986)-  31 31 31.     (N)    090 33 12.     (W)     SCALED    
 BW2566* NAVD 88     -       141.37   (meters)     463.8    (feet)  RESET     
 BW2566  ___________________________________________________________________
 BW2566  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2566  VERT ORDER  -  THIRD
 BW2566
 BW2566.The horizontal coordinates were scaled from a topographic map and have
 BW2566.an estimated accuracy of +/- 6 seconds.
 BW2566
 BW2566.The orthometric height was computed from unverified reset data.
 BW2566.No vertical observational check was made to the station.
 BW2566
 BW2566.The geoid height was determined by GEOID03.
 BW2566
 BW2566;                    North         East    Units  Estimated Accuracy
 BW2566;SPC MS W     -   224,530.      679,110.      MT  (+/- 180 meters Scaled)
 BW2566
 BW2566                          SUPERSEDED SURVEY CONTROL
 BW2566
 BW2566  NGVD 29 (08/12/04)  141.40   (m)          463.9    (f) RESET       3  
 BW2566
 BW2566.Superseded values are not recommended for survey control.
 BW2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2566.See file dsdata.txt to determine how the superseded data were derived.
 BW2566
 BW2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ323904(NAD 83)
 BW2566_MARKER: DV = VERTICAL CONTROL DISK
 BW2566_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW2566_SP_SET: CULVERT
 BW2566_STAMPING: 84V 18 RESET 1989
 BW2566_MARK LOGO: NGS   
 BW2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2566+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BW2566
 BW2566  HISTORY     - Date     Condition        Report By
 BW2566  HISTORY     - 1989     MONUMENTED       MSHD
 BW2566
 BW2566                          STATION DESCRIPTION
 BW2566
 BW2566'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BW2566'7.16 KM (4.45 MI) WEST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF
 BW2566'I-55, AT THE SOUTHWEST EDGE OF BROOKHEAVEN, TO THE MARK ON THE LEFT.
 BW2566'IT IS SET IN A DRILL HOLE IN TOP OF THE EAST END OF CONCRETE CULVERT
 BW2566'UNDER THE EAST BOUND LANES OF HIGHWAY, 25.18 M (82.6 FT) SOUTH OF THE
 BW2566'CENTER OF THE WEST BOUND LANES, 13.05 M (42.8 FT) NORTH OF THE CENTER
 BW2566'OF THE EAST BOUND LANES, 0.27 M (0.9 FT) WEST OF A CARSONITE WITNESS
 BW2566'POST AND ABOUT 0.60 M (2.0 FT) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2000 ***********************************************************************
 BW2000  DESIGNATION -  84 V 19
 BW2000  PID         -  BW2000
 BW2000  STATE/COUNTY-  MS/LINCOLN
 BW2000  USGS QUAD   -  ZETUS (1972)
 BW2000
 BW2000                         *CURRENT SURVEY CONTROL
 BW2000  ___________________________________________________________________
 BW2000* NAD 83(1986)-  31 31 31.     (N)    090 32 18.     (W)     SCALED    
 BW2000* NAVD 88     -       151.346  (meters)     496.54   (feet)  ADJUSTED  
 BW2000  ___________________________________________________________________
 BW2000  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2000  DYNAMIC HT  -         151.161 (meters)     495.93  (feet)  COMP
 BW2000  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 BW2000
 BW2000  VERT ORDER  -  SECOND    CLASS II
 BW2000
 BW2000.The horizontal coordinates were scaled from a topographic map and have
 BW2000.an estimated accuracy of +/- 6 seconds.
 BW2000
 BW2000.The orthometric height was determined by differential leveling
 BW2000.and adjusted in May 1996.
 BW2000
 BW2000.The geoid height was determined by GEOID03.
 BW2000
 BW2000.The dynamic height is computed by dividing the NAVD 88
 BW2000.geopotential number by the normal gravity value computed on the
 BW2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2000.degrees latitude (g = 980.6199 gals.).
 BW2000
 BW2000.The modeled gravity was interpolated from observed gravity values.
 BW2000
 BW2000;                    North         East    Units  Estimated Accuracy
 BW2000;SPC MS W     -   224,530.      680,530.      MT  (+/- 180 meters Scaled)
 BW2000
 BW2000                          SUPERSEDED SURVEY CONTROL
 BW2000
 BW2000  NGVD 29 (??/??/92)  151.375  (m)          496.64   (f) ADJ UNCH    2 2
 BW2000
 BW2000.Superseded values are not recommended for survey control.
 BW2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2000.See file dsdata.txt to determine how the superseded data were derived.
 BW2000
 BW2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ337904(NAD 83)
 BW2000_MARKER: DD = SURVEY DISK
 BW2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2000_STAMPING: BM 84V 19 1975
 BW2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2000+STABILITY: SURFACE MOTION
 BW2000
 BW2000  HISTORY     - Date     Condition        Report By
 BW2000  HISTORY     - 1975     MONUMENTED       MSHD
 BW2000
 BW2000                          STATION DESCRIPTION
 BW2000
 BW2000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW2000'6.7 MI SW FROM BROOKHAVEN.
 BW2000'THE MARK IS LOCATED 6.7 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN ON
 BW2000'THE SOUTH ROW OF U.S. HIGHWAY 84 ABOUT 100 YARDS WEST OF A CROSSROAD
 BW2000'IN THE SOUTHEAST 1/4 OF SECTION 31, T 7N, R 7E.  IT IS 50 FEET SOUTH
 BW2000'OF THE CENTER OF HIGHWAY 84, 79 FEET EAST OF THE CENTER OF A GATE, 163
 BW2000'FEET EAST OF POLE NO. 212, 141 FEET WEST OF A POWER POLE WITH A GUY
 BW2000'WIRE, 24.5 FEET WEST OF A FENCE CORNER, 3 FEET NORTH OF A FENCE, 1
 BW2000'FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BW2000'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.
 BW2000'NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND U.S.
 BW2000'HIGHWAY 84 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY
 BW2000'84 FOR 1.3 MILES TO THE CROSSING OF I-55.  CONTINUE WEST ON U.S.
 BW2000'HIGHWAY 84 FOR 3.5 MILES TO A CROSSROAD.  CONTINUE WEST ON U.S.
 BW2000'HIGHWAY 84 FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1971 ***********************************************************************
 BW1971  DESIGNATION -  84 V 2
 BW1971  PID         -  BW1971
 BW1971  STATE/COUNTY-  MS/FRANKLIN
 BW1971  USGS QUAD   -  BUDE (1988)
 BW1971
 BW1971                         *CURRENT SURVEY CONTROL
 BW1971  ___________________________________________________________________
 BW1971* NAD 83(1986)-  31 28 40.     (N)    090 49 30.     (W)     SCALED    
 BW1971* NAVD 88     -        71.300  (meters)     233.92   (feet)  ADJUSTED  
 BW1971  ___________________________________________________________________
 BW1971  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1971  DYNAMIC HT  -          71.213 (meters)     233.64  (feet)  COMP
 BW1971  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 BW1971
 BW1971  VERT ORDER  -  SECOND    CLASS II
 BW1971
 BW1971.The horizontal coordinates were scaled from a topographic map and have
 BW1971.an estimated accuracy of +/- 6 seconds.
 BW1971
 BW1971.The orthometric height was determined by differential leveling
 BW1971.and adjusted in May 1996.
 BW1971
 BW1971.The geoid height was determined by GEOID03.
 BW1971
 BW1971.The dynamic height is computed by dividing the NAVD 88
 BW1971.geopotential number by the normal gravity value computed on the
 BW1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1971.degrees latitude (g = 980.6199 gals.).
 BW1971
 BW1971.The modeled gravity was interpolated from observed gravity values.
 BW1971
 BW1971;                    North         East    Units  Estimated Accuracy
 BW1971;SPC MS W     -   219,350.      653,280.      MT  (+/- 180 meters Scaled)
 BW1971
 BW1971                          SUPERSEDED SURVEY CONTROL
 BW1971
 BW1971  NGVD 29 (??/??/92)   71.374  (m)          234.17   (f) ADJ UNCH    2 2
 BW1971
 BW1971.Superseded values are not recommended for survey control.
 BW1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1971.See file dsdata.txt to determine how the superseded data were derived.
 BW1971
 BW1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ066846(NAD 83)
 BW1971_MARKER: DD = SURVEY DISK
 BW1971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1971_SP_SET: BRIDGE
 BW1971_STAMPING: BM 84V 2 1975
 BW1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1971
 BW1971  HISTORY     - Date     Condition        Report By
 BW1971  HISTORY     - 1975     MONUMENTED       MSHD
 BW1971
 BW1971                          STATION DESCRIPTION
 BW1971
 BW1971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1971'1.4 MI ENE FROM BUDE.
 BW1971'THE MARK IS LOCATED 1.4 MILES EAST-NORTHEAST OF BUDE IN THE NORTHWEST
 BW1971'END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE IN THE NORTHEAST
 BW1971'CORNER OF SECTION 20, T 6N, R 4E.  IT IS 26 FEET NORTHWEST OF THE
 BW1971'CENTER OF HIGHWAY 84, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 BW1971'ABUTMENT, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE
 BW1971'IN THE NORTHWEST END OF THE SOUTHEAST ABUTMENT OF A 200 FOOT CONCRETE
 BW1971'BRIDGE AND IS 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 BW1971'FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE
 BW1971'GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 2.35 MILES TO A CROSSROAD.
 BW1971'CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO THE BRIDGE AND
 BW1971'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2567 ***********************************************************************
 BW2567  DESIGNATION -  84 V 20 RESET
 BW2567  PID         -  BW2567
 BW2567  STATE/COUNTY-  MS/LINCOLN
 BW2567  USGS QUAD   -  ZETUS (1972)
 BW2567
 BW2567                         *CURRENT SURVEY CONTROL
 BW2567  ___________________________________________________________________
 BW2567* NAD 83(1986)-  31 31 43.     (N)    090 31 24.     (W)     SCALED    
 BW2567* NAVD 88     -       150.96   (meters)     495.3    (feet)  RESET     
 BW2567  ___________________________________________________________________
 BW2567  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2567  VERT ORDER  -  THIRD
 BW2567
 BW2567.The horizontal coordinates were scaled from a topographic map and have
 BW2567.an estimated accuracy of +/- 6 seconds.
 BW2567
 BW2567.The orthometric height was computed from unverified reset data.
 BW2567.No vertical observational check was made to the station.
 BW2567
 BW2567.The geoid height was determined by GEOID03.
 BW2567
 BW2567;                    North         East    Units  Estimated Accuracy
 BW2567;SPC MS W     -   224,900.      681,960.      MT  (+/- 180 meters Scaled)
 BW2567
 BW2567                          SUPERSEDED SURVEY CONTROL
 BW2567
 BW2567  NGVD 29 (08/12/04)  150.99   (m)          495.4    (f) RESET       3  
 BW2567
 BW2567.Superseded values are not recommended for survey control.
 BW2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2567.See file dsdata.txt to determine how the superseded data were derived.
 BW2567
 BW2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ351908(NAD 83)
 BW2567_MARKER: DV = VERTICAL CONTROL DISK
 BW2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2567_SP_SET: CONCRETE POST
 BW2567_STAMPING: 84V 20 RESET 1989
 BW2567_MARK LOGO: NGS   
 BW2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2567+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BW2567
 BW2567  HISTORY     - Date     Condition        Report By
 BW2567  HISTORY     - 1989     MONUMENTED       MSHD
 BW2567
 BW2567                          STATION DESCRIPTION
 BW2567
 BW2567'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BW2567'4.10 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF
 BW2567'I-55, AT THE SOUTHWEST EDGE OF BROOKHAVEN, TO THE NEW PROSPECT BAPTIST
 BW2567'CHURCH AND MARK ON THE LEFT.  IT IS SET IN TOP OF A ROUND CONCRETE
 BW2567'POST, ABOUT 0.03 M (0.1 FT)  BELOW THE SURFACE OF GROUND, NEAR THE
 BW2567'NORTHEAST CORNER OF CEMETERY, 37.06 M (121.6 FT) WEST OF THE NORTHWEST
 BW2567'CORNER OF CHURCH, 27.34 M (89.7 FT) SOUTH OF THE CENTER OF EAST BOUND
 BW2567'LANES OF HIGHWAY, 22.46 M (73.7 FT) NORTHWEST OF THE NORTHWEST CORNER
 BW2567'OF SUNDAY SCHOOL BUILDING, 0.55 M (1.8 FT) WEST OF A YARD LIGHT POLE,
 BW2567'0.37 M (1.2 FT) EAST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 BW2567'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2002 ***********************************************************************
 BW2002  DESIGNATION -  84 V 21
 BW2002  PID         -  BW2002
 BW2002  STATE/COUNTY-  MS/LINCOLN
 BW2002  USGS QUAD   -  ZETUS (1972)
 BW2002
 BW2002                         *CURRENT SURVEY CONTROL
 BW2002  ___________________________________________________________________
 BW2002* NAD 83(1986)-  31 31 55.     (N)    090 30 24.     (W)     SCALED    
 BW2002* NAVD 88     -       147.920  (meters)     485.30   (feet)  ADJUSTED  
 BW2002  ___________________________________________________________________
 BW2002  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW2002  DYNAMIC HT  -         147.739 (meters)     484.71  (feet)  COMP
 BW2002  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 BW2002
 BW2002  VERT ORDER  -  SECOND    CLASS II
 BW2002
 BW2002.The horizontal coordinates were scaled from a topographic map and have
 BW2002.an estimated accuracy of +/- 6 seconds.
 BW2002
 BW2002.The orthometric height was determined by differential leveling
 BW2002.and adjusted in May 1996.
 BW2002
 BW2002.The geoid height was determined by GEOID03.
 BW2002
 BW2002.The dynamic height is computed by dividing the NAVD 88
 BW2002.geopotential number by the normal gravity value computed on the
 BW2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2002.degrees latitude (g = 980.6199 gals.).
 BW2002
 BW2002.The modeled gravity was interpolated from observed gravity values.
 BW2002
 BW2002;                    North         East    Units  Estimated Accuracy
 BW2002;SPC MS W     -   225,270.      683,540.      MT  (+/- 180 meters Scaled)
 BW2002
 BW2002                          SUPERSEDED SURVEY CONTROL
 BW2002
 BW2002  NGVD 29 (??/??/92)  147.945  (m)          485.38   (f) ADJ UNCH    2 2
 BW2002
 BW2002.Superseded values are not recommended for survey control.
 BW2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2002.See file dsdata.txt to determine how the superseded data were derived.
 BW2002
 BW2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ367912(NAD 83)
 BW2002_MARKER: DD = SURVEY DISK
 BW2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2002_STAMPING: BM 84V 21 1975
 BW2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2002+STABILITY: SURFACE MOTION
 BW2002
 BW2002  HISTORY     - Date     Condition        Report By
 BW2002  HISTORY     - 1975     MONUMENTED       MSHD
 BW2002
 BW2002                          STATION DESCRIPTION
 BW2002
 BW2002'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW2002'4.9 MI SW FROM BROOKHAVEN.
 BW2002'THE MARK IS LOCATED 4.9 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN ON
 BW2002'THE SOUTH ROW OF U.S. HIGHWAY 84 IN THE SOUTHWEST 1/4 OF THE NORTHEAST
 BW2002'1/4 OF SECTION 33, T 7N, R 7E.  IT IS 51 FEET SOUTH OF THE CENTER OF
 BW2002'HIGHWAY 84, 14 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTH-NORTHEAST
 BW2002'OF A FENCE CORNER, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP
 BW2002'OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BW2002'HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE INTERSECTION
 BW2002'OF U.S. HIGHWAY 84 AND U.S. HIGHWAY 51 ABOUT 2 MILES SOUTH OF
 BW2002'BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR 1.3 MILES TO THE CROSSING OF
 BW2002'I-55.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 1.5 MILES TO A CROSSROAD.
 BW2002'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1919 ***********************************************************************
 BW1919  DESIGNATION -  84 V 22
 BW1919  PID         -  BW1919
 BW1919  STATE/COUNTY-  MS/LINCOLN
 BW1919  USGS QUAD   -  BROOKHAVEN (1972)
 BW1919
 BW1919                         *CURRENT SURVEY CONTROL
 BW1919  ___________________________________________________________________
 BW1919* NAD 83(1986)-  31 32 01.     (N)    090 29 36.     (W)     SCALED    
 BW1919* NAVD 88     -       142.341  (meters)     467.00   (feet)  ADJUSTED  
 BW1919  ___________________________________________________________________
 BW1919  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW1919  DYNAMIC HT  -         142.166 (meters)     466.42  (feet)  COMP
 BW1919  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 BW1919
 BW1919  VERT ORDER  -  SECOND    CLASS II
 BW1919
 BW1919.The horizontal coordinates were scaled from a topographic map and have
 BW1919.an estimated accuracy of +/- 6 seconds.
 BW1919
 BW1919.The orthometric height was determined by differential leveling
 BW1919.and adjusted in May 1996.
 BW1919
 BW1919.The geoid height was determined by GEOID03.
 BW1919
 BW1919.The dynamic height is computed by dividing the NAVD 88
 BW1919.geopotential number by the normal gravity value computed on the
 BW1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1919.degrees latitude (g = 980.6199 gals.).
 BW1919
 BW1919.The modeled gravity was interpolated from observed gravity values.
 BW1919
 BW1919;                    North         East    Units  Estimated Accuracy
 BW1919;SPC MS W     -   225,450.      684,810.      MT  (+/- 180 meters Scaled)
 BW1919
 BW1919                          SUPERSEDED SURVEY CONTROL
 BW1919
 BW1919  NGVD 29 (??/??/92)  142.363  (m)          467.07   (f) ADJ UNCH    2 2
 BW1919
 BW1919.Superseded values are not recommended for survey control.
 BW1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1919.See file dsdata.txt to determine how the superseded data were derived.
 BW1919
 BW1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ379914(NAD 83)
 BW1919_MARKER: DD = SURVEY DISK
 BW1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1919_STAMPING: BM 84V 22 1975
 BW1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1919+STABILITY: SURFACE MOTION
 BW1919
 BW1919  HISTORY     - Date     Condition        Report By
 BW1919  HISTORY     - 1975     MONUMENTED       MSHD
 BW1919
 BW1919                          STATION DESCRIPTION
 BW1919
 BW1919'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1919'4.3 MI SW FROM BROOKHAVEN.
 BW1919'THE MARK IS LOCATED 4.3 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN IN
 BW1919'THE NORTHWEST 1/4 OF SECTION 34, T 7N, R 7E.  IT IS 47.5 FEET SOUTH OF
 BW1919'THE CENTER OF HIGHWAY 84, 17 FEET WEST OF A FENCE CORNER, 7 FEET
 BW1919'EAST-SOUTHEAST OF A POWER POLE, 2.5 FEET NORTH OF A ROW MARKER, 1 FOOT
 BW1919'SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BW1919'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW1919'1 INCH.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BW1919'U.S. HIGHWAY 84 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U.S.
 BW1919'HIGHWAY 84 FOR 1.3 MILES TO THE CROSSING OF I-55. CONTINUE WEST ON
 BW1919'U.S. HIGHWAY 84 FOR 0.35 MILE TO A SIDE ROAD LEFT. CONTINUE WEST ON
 BW1919'U.S. HIGHWAY 84 FOR 0.6 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1920 ***********************************************************************
 BW1920  DESIGNATION -  84 V 23
 BW1920  PID         -  BW1920
 BW1920  STATE/COUNTY-  MS/LINCOLN
 BW1920  USGS QUAD   -  BROOKHAVEN (1972)
 BW1920
 BW1920                         *CURRENT SURVEY CONTROL
 BW1920  ___________________________________________________________________
 BW1920* NAD 83(1986)-  31 32 25.     (N)    090 28 36.     (W)     SCALED    
 BW1920* NAVD 88     -       125.568  (meters)     411.97   (feet)  ADJUSTED  
 BW1920  ___________________________________________________________________
 BW1920  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1920  DYNAMIC HT  -         125.414 (meters)     411.46  (feet)  COMP
 BW1920  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 BW1920
 BW1920  VERT ORDER  -  SECOND    CLASS II
 BW1920
 BW1920.The horizontal coordinates were scaled from a topographic map and have
 BW1920.an estimated accuracy of +/- 6 seconds.
 BW1920
 BW1920.The orthometric height was determined by differential leveling
 BW1920.and adjusted in May 1996.
 BW1920
 BW1920.The geoid height was determined by GEOID03.
 BW1920
 BW1920.The dynamic height is computed by dividing the NAVD 88
 BW1920.geopotential number by the normal gravity value computed on the
 BW1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1920.degrees latitude (g = 980.6199 gals.).
 BW1920
 BW1920.The modeled gravity was interpolated from observed gravity values.
 BW1920
 BW1920;                    North         East    Units  Estimated Accuracy
 BW1920;SPC MS W     -   226,190.      686,390.      MT  (+/- 180 meters Scaled)
 BW1920
 BW1920                          SUPERSEDED SURVEY CONTROL
 BW1920
 BW1920  NGVD 29 (??/??/92)  125.586  (m)          412.03   (f) ADJ UNCH    2 2
 BW1920
 BW1920.Superseded values are not recommended for survey control.
 BW1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1920.See file dsdata.txt to determine how the superseded data were derived.
 BW1920
 BW1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ395922(NAD 83)
 BW1920_MARKER: DD = SURVEY DISK
 BW1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1920_SP_SET: BRIDGE
 BW1920_STAMPING: BM 84V 23 1975
 BW1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1920
 BW1920  HISTORY     - Date     Condition        Report By
 BW1920  HISTORY     - 1975     MONUMENTED       MSHD
 BW1920
 BW1920                          STATION DESCRIPTION
 BW1920
 BW1920'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1920'3.3 MI SW FROM BROOKHAVEN.
 BW1920'THE MARK IS LOCATED 3.3 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN IN
 BW1920'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE OF
 BW1920'THE EAST BOUND LANE OF U.S. HIGHWAY 84, 0.25 MILE EAST OF I-55 IN THE
 BW1920'SOUTHWEST 1/4 OF SECTION 26, T 7N, R 7E.  IT IS 19 FEET SOUTHEAST OF
 BW1920'THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 84, 46 FEET
 BW1920'NORTHWEST OF A FENCE CORNER, 51 FEET NORTHWEST OF A POWER POLE WITH A
 BW1920'TRANSFORMER, 7 FEET NORTHWEST OF THE SOUTHWEST END OF THE ABUTMENT, 2
 BW1920'FEET NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BW1920'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A 320 FOOT BRIDGE OVER WEST
 BW1920'BOGUE CHITTO RIVER FOR THE EAST BOUND LANE OF U.S. HIGHWAY 84 AND IS
 BW1920'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1920'INTERSECTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84 ABOUT 2 MILES
 BW1920'SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR 0.85 MILE TO A SIDE
 BW1920'ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO THE MARK
 BW1920'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1921 ***********************************************************************
 BW1921  DESIGNATION -  84 V 24
 BW1921  PID         -  BW1921
 BW1921  STATE/COUNTY-  MS/LINCOLN
 BW1921  USGS QUAD   -  BROOKHAVEN (1972)
 BW1921
 BW1921                         *CURRENT SURVEY CONTROL
 BW1921  ___________________________________________________________________
 BW1921* NAD 83(1986)-  31 32 43.     (N)    090 27 48.     (W)     SCALED    
 BW1921* NAVD 88     -       126.187  (meters)     414.00   (feet)  ADJUSTED  
 BW1921  ___________________________________________________________________
 BW1921  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1921  DYNAMIC HT  -         126.032 (meters)     413.49  (feet)  COMP
 BW1921  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 BW1921
 BW1921  VERT ORDER  -  SECOND    CLASS II
 BW1921
 BW1921.The horizontal coordinates were scaled from a topographic map and have
 BW1921.an estimated accuracy of +/- 6 seconds.
 BW1921
 BW1921.The orthometric height was determined by differential leveling
 BW1921.and adjusted in May 1996.
 BW1921
 BW1921.The geoid height was determined by GEOID03.
 BW1921
 BW1921.The dynamic height is computed by dividing the NAVD 88
 BW1921.geopotential number by the normal gravity value computed on the
 BW1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1921.degrees latitude (g = 980.6199 gals.).
 BW1921
 BW1921.The modeled gravity was interpolated from observed gravity values.
 BW1921
 BW1921;                    North         East    Units  Estimated Accuracy
 BW1921;SPC MS W     -   226,740.      687,660.      MT  (+/- 180 meters Scaled)
 BW1921
 BW1921                          SUPERSEDED SURVEY CONTROL
 BW1921
 BW1921  NGVD 29 (??/??/92)  126.201  (m)          414.04   (f) ADJ UNCH    2 2
 BW1921
 BW1921.Superseded values are not recommended for survey control.
 BW1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1921.See file dsdata.txt to determine how the superseded data were derived.
 BW1921
 BW1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ408928(NAD 83)
 BW1921_MARKER: DD = SURVEY DISK
 BW1921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1921_SP_SET: CULVERT
 BW1921_STAMPING: BM 84V 24 1975
 BW1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1921
 BW1921  HISTORY     - Date     Condition        Report By
 BW1921  HISTORY     - 1975     MONUMENTED       MSHD
 BW1921
 BW1921                          STATION DESCRIPTION
 BW1921
 BW1921'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1921'2.5 MI SW FROM BROOKHAVEN.
 BW1921'THE MARK IS LOCATED 2.5 MILES SOUTHWEST OF THE CENTER OF BROOKHAVEN IN
 BW1921'THE WEST END OF THE NORTH HEADWALL OF A 10 X 14 FOOT DOUBLE BOX
 BW1921'CULVERT UNDER THE WEST BOUND LANE OF U.S. HIGHWAY 84 IN THE SOUTHWEST
 BW1921'1/4 OF THE NORTHWEST 1/4 OF SECTION 25, T 7N, R 7E.  IT IS 35 FEET
 BW1921'NORTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 84, 1 FOOT EAST
 BW1921'OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF DOUBLE
 BW1921'CONCRETE BOX CULVERT UNDER HIGHWAY 84 AND IS ABOUT 3 FEET BELOW THE
 BW1921'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S.
 BW1921'HIGHWAY 84 AND U.S. HIGHWAY 51 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO
 BW1921'WEST ON U.S. HIGHWAY 84 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1923 ***********************************************************************
 BW1923  DESIGNATION -  84 V 25
 BW1923  PID         -  BW1923
 BW1923  STATE/COUNTY-  MS/LINCOLN
 BW1923  USGS QUAD   -  BROOKHAVEN (1972)
 BW1923
 BW1923                         *CURRENT SURVEY CONTROL
 BW1923  ___________________________________________________________________
 BW1923* NAD 83(1986)-  31 32 51.     (N)    090 26 49.     (W)     SCALED    
 BW1923* NAVD 88     -       127.013  (meters)     416.71   (feet)  ADJUSTED  
 BW1923  ___________________________________________________________________
 BW1923  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1923  DYNAMIC HT  -         126.858 (meters)     416.20  (feet)  COMP
 BW1923  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BW1923
 BW1923  VERT ORDER  -  SECOND    CLASS II
 BW1923
 BW1923.The horizontal coordinates were scaled from a topographic map and have
 BW1923.an estimated accuracy of +/- 6 seconds.
 BW1923
 BW1923.The orthometric height was determined by differential leveling
 BW1923.and adjusted in May 1996.
 BW1923
 BW1923.The geoid height was determined by GEOID03.
 BW1923
 BW1923.The dynamic height is computed by dividing the NAVD 88
 BW1923.geopotential number by the normal gravity value computed on the
 BW1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1923.degrees latitude (g = 980.6199 gals.).
 BW1923
 BW1923.The modeled gravity was interpolated from observed gravity values.
 BW1923
 BW1923;                    North         East    Units  Estimated Accuracy
 BW1923;SPC MS W     -   226,980.      689,210.      MT  (+/- 180 meters Scaled)
 BW1923
 BW1923                          SUPERSEDED SURVEY CONTROL
 BW1923
 BW1923  NGVD 29 (??/??/92)  127.026  (m)          416.75   (f) ADJ UNCH    2 2
 BW1923
 BW1923.Superseded values are not recommended for survey control.
 BW1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1923.See file dsdata.txt to determine how the superseded data were derived.
 BW1923
 BW1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ423931(NAD 83)
 BW1923_MARKER: DD = SURVEY DISK
 BW1923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1923_SP_SET: BRIDGE
 BW1923_STAMPING: BM 84V 25 1975
 BW1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1923
 BW1923  HISTORY     - Date     Condition        Report By
 BW1923  HISTORY     - 1975     MONUMENTED       MSHD
 BW1923
 BW1923                          STATION DESCRIPTION
 BW1923
 BW1923'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1923'2.4 MI S FROM BROOKHAVEN.
 BW1923'THE MARK IS LOCATED 2.4 MILES OF THE CENTER OF BROOKHAVEN IN THE
 BW1923'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER THE
 BW1923'BOGUE CHITTO RIVER ON THE EAST BOUND LANE OF U.S. HIGHWAY 84 BYPASS IN
 BW1923'THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 25, T 7N, R 7E. IT
 BW1923'IS 24 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE EAST BOUND LANE OF
 BW1923'HIGHWAY 84 BYPASS, 7.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 BW1923'ABUTMENT, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE
 BW1923'IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS
 BW1923'ABOUT 3 FEET LOWER THAN THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1923'INTERSECTION OF U.S. HIGHWAY 84 AND U.S. HIGHWAY 51 ABOUT 2 MILES
 BW1923'SOUTH OF BROOKHAVEN GO EAST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO A
 BW1923'RAILROAD OVERPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.45 MILE TO
 BW1923'THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1924 ***********************************************************************
 BW1924  DESIGNATION -  84 V 26
 BW1924  PID         -  BW1924
 BW1924  STATE/COUNTY-  MS/LINCOLN
 BW1924  USGS QUAD   -  BROOKHAVEN (1972)
 BW1924
 BW1924                         *CURRENT SURVEY CONTROL
 BW1924  ___________________________________________________________________
 BW1924* NAD 83(1986)-  31 33 03.     (N)    090 25 54.     (W)     SCALED    
 BW1924* NAVD 88     -       138.658  (meters)     454.91   (feet)  ADJUSTED  
 BW1924  ___________________________________________________________________
 BW1924  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1924  DYNAMIC HT  -         138.488 (meters)     454.36  (feet)  COMP
 BW1924  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 BW1924
 BW1924  VERT ORDER  -  SECOND    CLASS II
 BW1924
 BW1924.The horizontal coordinates were scaled from a topographic map and have
 BW1924.an estimated accuracy of +/- 6 seconds.
 BW1924
 BW1924.The orthometric height was determined by differential leveling
 BW1924.and adjusted in May 1996.
 BW1924
 BW1924.The geoid height was determined by GEOID03.
 BW1924
 BW1924.The dynamic height is computed by dividing the NAVD 88
 BW1924.geopotential number by the normal gravity value computed on the
 BW1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1924.degrees latitude (g = 980.6199 gals.).
 BW1924
 BW1924.The modeled gravity was interpolated from observed gravity values.
 BW1924
 BW1924;                    North         East    Units  Estimated Accuracy
 BW1924;SPC MS W     -   227,350.      690,660.      MT  (+/- 180 meters Scaled)
 BW1924
 BW1924                          SUPERSEDED SURVEY CONTROL
 BW1924
 BW1924  NGVD 29 (??/??/92)  138.671  (m)          454.96   (f) ADJ UNCH    2 2
 BW1924
 BW1924.Superseded values are not recommended for survey control.
 BW1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1924.See file dsdata.txt to determine how the superseded data were derived.
 BW1924
 BW1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ438935(NAD 83)
 BW1924_MARKER: DD = SURVEY DISK
 BW1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1924_STAMPING: BM 84V 26 1975
 BW1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1924+STABILITY: SURFACE MOTION
 BW1924
 BW1924  HISTORY     - Date     Condition        Report By
 BW1924  HISTORY     - 1975     MONUMENTED       MSHD
 BW1924
 BW1924                          STATION DESCRIPTION
 BW1924
 BW1924'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1924'2.95 MI S FROM BROOKHAVEN.
 BW1924'THE MARK IS LOCATED 2.45 MILES SOUTH OF THE CENTER OF BROOKHAVEN ON
 BW1924'THE SOUTH ROW OF U.S. HIGHWAY 84 BYPASS, 0.15 MILE WEST OF A HIGH
 BW1924'POWER LINE CROSSING, 0.5 MILE WEST OF THE INTERSECTION OF STATE
 BW1924'HIGHWAY 583 AND THE U.S. HIGHWAY 84 BYPASS IN THE NORTHEAST 1/4 OF THE
 BW1924'SOUTHEAST 1/4 OF SECTION 30, T 7N, R 8E.  IT IS 136 FEET SOUTH OF THE
 BW1924'CENTER OF THE EAST BOUND LANE OF HIGHWAY 84, 55.5 FEET EAST OF A 48
 BW1924'INCH OAK, 52 FEET WEST OF A 10 INCH PINE, 1 FOOT SOUTH OF A METAL
 BW1924'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3
 BW1924'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO
 BW1924'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84
 BW1924'ABOUT 2 MILES SOUTH OF BROOKHAVEN GO EAST ON U.S. HIGHWAY 84 BYPASS
 BW1924'FOR 1.1 MILES TO A CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 BYPASS
 BW1924'FOR 0.65 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1925 ***********************************************************************
 BW1925  DESIGNATION -  84 V 27
 BW1925  PID         -  BW1925
 BW1925  STATE/COUNTY-  MS/LINCOLN
 BW1925  USGS QUAD   -  BROOKHAVEN (1972)
 BW1925
 BW1925                         *CURRENT SURVEY CONTROL
 BW1925  ___________________________________________________________________
 BW1925* NAD 83(1986)-  31 33 07.     (N)    090 25 00.     (W)     SCALED    
 BW1925* NAVD 88     -       133.061  (meters)     436.55   (feet)  ADJUSTED  
 BW1925  ___________________________________________________________________
 BW1925  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1925  DYNAMIC HT  -         132.899 (meters)     436.02  (feet)  COMP
 BW1925  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 BW1925
 BW1925  VERT ORDER  -  SECOND    CLASS II
 BW1925
 BW1925.The horizontal coordinates were scaled from a topographic map and have
 BW1925.an estimated accuracy of +/- 6 seconds.
 BW1925
 BW1925.The orthometric height was determined by differential leveling
 BW1925.and adjusted in May 1996.
 BW1925
 BW1925.The geoid height was determined by GEOID03.
 BW1925
 BW1925.The dynamic height is computed by dividing the NAVD 88
 BW1925.geopotential number by the normal gravity value computed on the
 BW1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1925.degrees latitude (g = 980.6199 gals.).
 BW1925
 BW1925.The modeled gravity was interpolated from observed gravity values.
 BW1925
 BW1925;                    North         East    Units  Estimated Accuracy
 BW1925;SPC MS W     -   227,470.      692,090.      MT  (+/- 180 meters Scaled)
 BW1925
 BW1925                          SUPERSEDED SURVEY CONTROL
 BW1925
 BW1925  NGVD 29 (??/??/92)  133.074  (m)          436.59   (f) ADJ UNCH    2 2
 BW1925
 BW1925.Superseded values are not recommended for survey control.
 BW1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1925.See file dsdata.txt to determine how the superseded data were derived.
 BW1925
 BW1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ452936(NAD 83)
 BW1925_MARKER: DD = SURVEY DISK
 BW1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1925_SP_SET: CULVERT
 BW1925_STAMPING: BM 27 1975
 BW1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1925
 BW1925  HISTORY     - Date     Condition        Report By
 BW1925  HISTORY     - 1975     MONUMENTED       NGS
 BW1925  HISTORY     - 1975     GOOD             MSHD
 BW1925
 BW1925                          STATION DESCRIPTION
 BW1925
 BW1925'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1925'2.25 MI SE FROM BROOKHAVEN.
 BW1925'THE MARK IS LOCATED 2.25 MILES SOUTHEAST OF THE CENTER OF BROOKHAVEN
 BW1925'IN A BOX CULVERT IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION
 BW1925'29, T 7N, R 8E.  IT IS 55 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 BW1925'LANE OF HIGHWAY 84, 140.5 FEET NORTHWEST OF A ROW MARKER, 0.5 FEET
 BW1925'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF
 BW1925'THE SOUTH HEADWALL OF A 6 X 6 FOOT DOUBLE BOX CULVERT UNDER HIGHWAY 84
 BW1925'AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 BW1925'FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84 ABOUT 2
 BW1925'MILES SOUTH OF BROOKHAVEN GO EAST ON U.S. HIGHWAY 84 BYPASS FOR 2.25
 BW1925'MILES TO THE INTERSECTION OF STATE HIGHWAY 583.  CONTINUE EAST ON U.S.
 BW1925'HIGHWAY 84 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1926 ***********************************************************************
 BW1926  DESIGNATION -  84 V 28
 BW1926  PID         -  BW1926
 BW1926  STATE/COUNTY-  MS/LINCOLN
 BW1926  USGS QUAD   -  BROOKHAVEN (1972)
 BW1926
 BW1926                         *CURRENT SURVEY CONTROL
 BW1926  ___________________________________________________________________
 BW1926* NAD 83(1986)-  31 33 13.     (N)    090 23 57.     (W)     SCALED    
 BW1926* NAVD 88     -       144.875  (meters)     475.31   (feet)  ADJUSTED  
 BW1926  ___________________________________________________________________
 BW1926  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1926  DYNAMIC HT  -         144.698 (meters)     474.73  (feet)  COMP
 BW1926  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 BW1926
 BW1926  VERT ORDER  -  SECOND    CLASS II
 BW1926
 BW1926.The horizontal coordinates were scaled from a topographic map and have
 BW1926.an estimated accuracy of +/- 6 seconds.
 BW1926
 BW1926.The orthometric height was determined by differential leveling
 BW1926.and adjusted in May 1996.
 BW1926
 BW1926.The geoid height was determined by GEOID03.
 BW1926
 BW1926.The dynamic height is computed by dividing the NAVD 88
 BW1926.geopotential number by the normal gravity value computed on the
 BW1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1926.degrees latitude (g = 980.6199 gals.).
 BW1926
 BW1926.The modeled gravity was interpolated from observed gravity values.
 BW1926
 BW1926;                    North         East    Units  Estimated Accuracy
 BW1926;SPC MS W     -   227,660.      693,750.      MT  (+/- 180 meters Scaled)
 BW1926
 BW1926                          SUPERSEDED SURVEY CONTROL
 BW1926
 BW1926  NGVD 29 (??/??/92)  144.887  (m)          475.35   (f) ADJ UNCH    2 2
 BW1926
 BW1926.Superseded values are not recommended for survey control.
 BW1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1926.See file dsdata.txt to determine how the superseded data were derived.
 BW1926
 BW1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ468938(NAD 83)
 BW1926_MARKER: DD = SURVEY DISK
 BW1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1926_STAMPING: BM 84V 28 1975
 BW1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1926+STABILITY: SURFACE MOTION
 BW1926
 BW1926  HISTORY     - Date     Condition        Report By
 BW1926  HISTORY     - 1975     MONUMENTED       MSHD
 BW1926
 BW1926                          STATION DESCRIPTION
 BW1926
 BW1926'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1926'3.25 MI SE FROM BROOKHAVEN.
 BW1926'THE MARK IS LOCATED 3.25 MILES SOUTHEAST OF THE CENTER OF BROOKHAVEN
 BW1926'ON THE SOUTH ROW OF U.S. HIGHWAY 84 BYPASS ABOUT 100 FEET NORTH OF A
 BW1926'SMALL POND, 0.35 MILE WEST OF A CROSSROAD IN THE SOUTHEAST 1/4 OF THE
 BW1926'NORTHEAST 1/4 OF SECTION 28, T 7N, R 8E.  IT IS 133 FEET SOUTH OF THE
 BW1926'CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 84, 248 FEET WEST OF THE
 BW1926'CENTER OF A TURN OUT, 140.5 FEET WEST OF A ROW MARKER, 2 FEET NORTH OF
 BW1926'A T FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP
 BW1926'OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BW1926'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE INTERSECTION
 BW1926'OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84 ABOUT 2 MILES SOUTH OF
 BW1926'BROOKHAVEN GO EAST ON U.S. HIGHWAY 84 BYPASS FOR 2.25 MILES TO THE
 BW1926'INTERSECTION OF STATE HIGHWAY 583.  CONTINUE EAST ON U.S. HIGHWAY 84
 BW1926'FOR 1.5 MILES TO THE MARK ON THE RIGHT JUST BEFORE REACHING A TURN
 BW1926'OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1927 ***********************************************************************
 BW1927  DESIGNATION -  84 V 29
 BW1927  PID         -  BW1927
 BW1927  STATE/COUNTY-  MS/LINCOLN
 BW1927  USGS QUAD   -  BROOKHAVEN (1972)
 BW1927
 BW1927                         *CURRENT SURVEY CONTROL
 BW1927  ___________________________________________________________________
 BW1927* NAD 83(1986)-  31 33 14.     (N)    090 23 09.     (W)     SCALED    
 BW1927* NAVD 88     -       149.831  (meters)     491.57   (feet)  ADJUSTED  
 BW1927  ___________________________________________________________________
 BW1927  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1927  DYNAMIC HT  -         149.648 (meters)     490.97  (feet)  COMP
 BW1927  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BW1927
 BW1927  VERT ORDER  -  SECOND    CLASS II
 BW1927
 BW1927.The horizontal coordinates were scaled from a topographic map and have
 BW1927.an estimated accuracy of +/- 6 seconds.
 BW1927
 BW1927.The orthometric height was determined by differential leveling
 BW1927.and adjusted in May 1996.
 BW1927
 BW1927.The geoid height was determined by GEOID03.
 BW1927
 BW1927.The dynamic height is computed by dividing the NAVD 88
 BW1927.geopotential number by the normal gravity value computed on the
 BW1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1927.degrees latitude (g = 980.6199 gals.).
 BW1927
 BW1927.The modeled gravity was interpolated from observed gravity values.
 BW1927
 BW1927;                    North         East    Units  Estimated Accuracy
 BW1927;SPC MS W     -   227,690.      695,020.      MT  (+/- 180 meters Scaled)
 BW1927
 BW1927                          SUPERSEDED SURVEY CONTROL
 BW1927
 BW1927  NGVD 29 (??/??/92)  149.843  (m)          491.61   (f) ADJ UNCH    2 2
 BW1927
 BW1927.Superseded values are not recommended for survey control.
 BW1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1927.See file dsdata.txt to determine how the superseded data were derived.
 BW1927
 BW1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ481939(NAD 83)
 BW1927_MARKER: DD = SURVEY DISK
 BW1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1927_STAMPING: BM 84V 29 1975
 BW1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1927+STABILITY: SURFACE MOTION
 BW1927
 BW1927  HISTORY     - Date     Condition        Report By
 BW1927  HISTORY     - 1975     MONUMENTED       MSHD
 BW1927
 BW1927                          STATION DESCRIPTION
 BW1927
 BW1927'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1927'3.75 MI SE FROM BROOKHAVEN.
 BW1927'THE MARK IS LOCATED 3.75 MILES SOUTHEAST OF THE CENTER OF BROOKHAVEN
 BW1927'IN THE NORTHWEST ANGLE OF THE CROSSING OF THE U.S. HIGHWAY 84 BYPASS
 BW1927'WITH A BLACK TOP ROAD IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 BW1927'SECTION 27, T 7N, R 8E.  IT IS 108.5 FEET NORTH OF THE CENTER OF THE
 BW1927'WEST BOUND LANE OF U.S. HIGHWAY 84, 24.6 FEET WEST OF THE CENTER OF A
 BW1927'BLACK TOP ROAD, 114 FEET NORTHWEST OF THE NORTH END OF A CULVERT, 2
 BW1927'FEET SOUTHWEST OF AN ANGLING FENCE CORNER, 1.5 FEET WEST-SOUTHWEST OF
 BW1927'A ROW MARKER, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BW1927'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 BW1927'1 INCH.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 BW1927'U.S. HIGHWAY 84 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO EAST ON U.S.
 BW1927'HIGHWAY 84 BYPASS FOR 2.25 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BW1927'583.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 2.3 MILES TO THE MARK ON
 BW1927'THE LEFT JUST BEFORE REACHING A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1972 ***********************************************************************
 BW1972  DESIGNATION -  84 V 3
 BW1972  PID         -  BW1972
 BW1972  STATE/COUNTY-  MS/FRANKLIN
 BW1972  USGS QUAD   -  BUDE (1988)
 BW1972
 BW1972                         *CURRENT SURVEY CONTROL
 BW1972  ___________________________________________________________________
 BW1972* NAD 83(1986)-  31 29 13.     (N)    090 49 00.     (W)     SCALED    
 BW1972* NAVD 88     -        81.008  (meters)     265.77   (feet)  ADJUSTED  
 BW1972  ___________________________________________________________________
 BW1972  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW1972  DYNAMIC HT  -          80.909 (meters)     265.45  (feet)  COMP
 BW1972  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 BW1972
 BW1972  VERT ORDER  -  SECOND    CLASS II
 BW1972
 BW1972.The horizontal coordinates were scaled from a topographic map and have
 BW1972.an estimated accuracy of +/- 6 seconds.
 BW1972
 BW1972.The orthometric height was determined by differential leveling
 BW1972.and adjusted in May 1996.
 BW1972
 BW1972.The geoid height was determined by GEOID03.
 BW1972
 BW1972.The dynamic height is computed by dividing the NAVD 88
 BW1972.geopotential number by the normal gravity value computed on the
 BW1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1972.degrees latitude (g = 980.6199 gals.).
 BW1972
 BW1972.The modeled gravity was interpolated from observed gravity values.
 BW1972
 BW1972;                    North         East    Units  Estimated Accuracy
 BW1972;SPC MS W     -   220,370.      654,080.      MT  (+/- 180 meters Scaled)
 BW1972
 BW1972                          SUPERSEDED SURVEY CONTROL
 BW1972
 BW1972  NGVD 29 (??/??/92)   81.081  (m)          266.01   (f) ADJ UNCH    2 2
 BW1972
 BW1972.Superseded values are not recommended for survey control.
 BW1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1972.See file dsdata.txt to determine how the superseded data were derived.
 BW1972
 BW1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ073856(NAD 83)
 BW1972_MARKER: DD = SURVEY DISK
 BW1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1972_STAMPING: BM 84V 3 1975
 BW1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1972+STABILITY: SURFACE MOTION
 BW1972
 BW1972  HISTORY     - Date     Condition        Report By
 BW1972  HISTORY     - 1975     MONUMENTED       MSHD
 BW1972
 BW1972                          STATION DESCRIPTION
 BW1972
 BW1972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1972'2.4 MI NE FROM BUDE.
 BW1972'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF BUDE IN THE WEST ANGLE ON A
 BW1972'CROSSROAD ON THE ROW OF U.S. HIGHWAY 84 IN THE SOUTHEAST 1/4 OF THE
 BW1972'NORTHWEST 1/4 OF SECTION 16, T 6N, R 4E.  IT IS 54 FEET NORTHWEST OF
 BW1972'THE CENTER OF HIGHWAY 84, 108 FEET SOUTHWEST OF THE CENTER OF A
 BW1972'GRAVELED ROAD, 89 FEET SOUTHWEST OF A FENCE CORNER, 62 FEET SOUTH OF A
 BW1972'POWER POLE, 1.5 FEET SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A METAL
 BW1972'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT
 BW1972'LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM
 BW1972'THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO
 BW1972'EAST THROUGH BUDE ON HIGHWAY 84 FOR 3.65 MILES TO A CROSSROAD AND THE
 BW1972'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1934 ***********************************************************************
 BW1934  DESIGNATION -  84 V 30
 BW1934  PID         -  BW1934
 BW1934  STATE/COUNTY-  MS/LINCOLN
 BW1934  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1934
 BW1934                         *CURRENT SURVEY CONTROL
 BW1934  ___________________________________________________________________
 BW1934* NAD 83(1986)-  31 33 13.     (N)    090 22 06.     (W)     SCALED    
 BW1934* NAVD 88     -       146.001  (meters)     479.00   (feet)  ADJUSTED  
 BW1934  ___________________________________________________________________
 BW1934  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1934  DYNAMIC HT  -         145.823 (meters)     478.42  (feet)  COMP
 BW1934  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BW1934
 BW1934  VERT ORDER  -  SECOND    CLASS II
 BW1934
 BW1934.The horizontal coordinates were scaled from a topographic map and have
 BW1934.an estimated accuracy of +/- 6 seconds.
 BW1934
 BW1934.The orthometric height was determined by differential leveling
 BW1934.and adjusted in May 1996.
 BW1934
 BW1934.The geoid height was determined by GEOID03.
 BW1934
 BW1934.The dynamic height is computed by dividing the NAVD 88
 BW1934.geopotential number by the normal gravity value computed on the
 BW1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1934.degrees latitude (g = 980.6199 gals.).
 BW1934
 BW1934.The modeled gravity was interpolated from observed gravity values.
 BW1934
 BW1934;                    North         East    Units  Estimated Accuracy
 BW1934;SPC MS W     -   227,660.      696,680.      MT  (+/- 180 meters Scaled)
 BW1934
 BW1934                          SUPERSEDED SURVEY CONTROL
 BW1934
 BW1934  NGVD 29 (??/??/92)  146.013  (m)          479.04   (f) ADJ UNCH    2 2
 BW1934
 BW1934.Superseded values are not recommended for survey control.
 BW1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1934.See file dsdata.txt to determine how the superseded data were derived.
 BW1934
 BW1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ498939(NAD 83)
 BW1934_MARKER: DD = SURVEY DISK
 BW1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1934_STAMPING: BM 84V 30 1975
 BW1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1934+STABILITY: SURFACE MOTION
 BW1934
 BW1934  HISTORY     - Date     Condition        Report By
 BW1934  HISTORY     - 1975     MONUMENTED       MSHD
 BW1934
 BW1934                          STATION DESCRIPTION
 BW1934
 BW1934'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1934'4.8 MI ESE FROM BROOKHAVEN.
 BW1934'THE MARK IS LOCATED 4.8 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1934'BROOKHAVEN ON THE NORTH ROW OF U.S. HIGHWAY 84 NEAR THE JUNCTION OF
 BW1934'THE BYPASS IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 23, T
 BW1934'7N, R 8E.  IT IS 97 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 84, 61
 BW1934'FEET WEST OF AN 8 INCH ABANDONED TILE WATER WELL, 48.5 FEET NORTH OF A
 BW1934'FENCE CORNER AND ROW MARKER, 3.5 FEET SOUTHWEST OF A FENCE CORNER, 3
 BW1934'FEET SOUTHWEST OF A ROW MARKER, 1 FOOT EAST OF A METAL WITNESS POST
 BW1934'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 BW1934'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH
 BW1934'FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84 ABOUT 2
 BW1934'MILES SOUTH OF BROOKHAVEN GO EAST ON U.S. HIGHWAY 84 BYPASS FOR 5.45
 BW1934'MILES TO THE MARK ON THE LEFT JUST BEYOND THE JUNCTION OF THE OLD
 BW1934'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1935 ***********************************************************************
 BW1935  DESIGNATION -  84 V 31
 BW1935  PID         -  BW1935
 BW1935  STATE/COUNTY-  MS/LINCOLN
 BW1935  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1935
 BW1935                         *CURRENT SURVEY CONTROL
 BW1935  ___________________________________________________________________
 BW1935* NAD 83(1986)-  31 33 17.     (N)    090 21 15.     (W)     SCALED    
 BW1935* NAVD 88     -       140.674  (meters)     461.53   (feet)  ADJUSTED  
 BW1935  ___________________________________________________________________
 BW1935  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1935  DYNAMIC HT  -         140.502 (meters)     460.96  (feet)  COMP
 BW1935  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 BW1935
 BW1935  VERT ORDER  -  SECOND    CLASS II
 BW1935
 BW1935.The horizontal coordinates were scaled from a topographic map and have
 BW1935.an estimated accuracy of +/- 6 seconds.
 BW1935
 BW1935.The orthometric height was determined by differential leveling
 BW1935.and adjusted in May 1996.
 BW1935
 BW1935.The geoid height was determined by GEOID03.
 BW1935
 BW1935.The dynamic height is computed by dividing the NAVD 88
 BW1935.geopotential number by the normal gravity value computed on the
 BW1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1935.degrees latitude (g = 980.6199 gals.).
 BW1935
 BW1935.The modeled gravity was interpolated from observed gravity values.
 BW1935
 BW1935;                    North         East    Units  Estimated Accuracy
 BW1935;SPC MS W     -   227,780.      698,020.      MT  (+/- 180 meters Scaled)
 BW1935
 BW1935                          SUPERSEDED SURVEY CONTROL
 BW1935
 BW1935  NGVD 29 (??/??/92)  140.685  (m)          461.56   (f) ADJ UNCH    2 2
 BW1935
 BW1935.Superseded values are not recommended for survey control.
 BW1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1935.See file dsdata.txt to determine how the superseded data were derived.
 BW1935
 BW1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ511941(NAD 83)
 BW1935_MARKER: DD = SURVEY DISK
 BW1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1935_STAMPING: BM 84V 31 1975
 BW1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1935+STABILITY: SURFACE MOTION
 BW1935
 BW1935  HISTORY     - Date     Condition        Report By
 BW1935  HISTORY     - 1975     MONUMENTED       MSHD
 BW1935
 BW1935                          STATION DESCRIPTION
 BW1935
 BW1935'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1935'5.75 MI ESE FROM BROOKHAVEN.
 BW1935'THE MARK IS LOCATED 5.75 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1935'BROOKHAVEN ON THE NORTH ROW OF U.S. HIGHWAY 84, 0.45 MILE WEST OF A
 BW1935'SIDE ROAD LEADING NORTHEAST IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4
 BW1935'OF SECTION 24, T 7N, R 8E.  IT IS 49 FEET NORTH OF THE CENTER OF
 BW1935'HIGHWAY 84, 129 FEET EAST OF A POWER POLE, 6.5 FEET EAST OF A ROW
 BW1935'MARKER, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 BW1935'INCH CONCRETE CYLINDER ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 BW1935'AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW1935'BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE
 BW1935'INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND
 BW1935'GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84
 BW1935'BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.95 MILE TO THE MARK ON
 BW1935'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1936 ***********************************************************************
 BW1936  DESIGNATION -  84 V 32
 BW1936  PID         -  BW1936
 BW1936  STATE/COUNTY-  MS/LINCOLN
 BW1936  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1936
 BW1936                         *CURRENT SURVEY CONTROL
 BW1936  ___________________________________________________________________
 BW1936* NAD 83(1986)-  31 33 19.     (N)    090 20 07.     (W)     SCALED    
 BW1936* NAVD 88     -       128.817  (meters)     422.63   (feet)  ADJUSTED  
 BW1936  ___________________________________________________________________
 BW1936  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1936  DYNAMIC HT  -         128.660 (meters)     422.11  (feet)  COMP
 BW1936  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BW1936
 BW1936  VERT ORDER  -  SECOND    CLASS II
 BW1936
 BW1936.The horizontal coordinates were scaled from a topographic map and have
 BW1936.an estimated accuracy of +/- 6 seconds.
 BW1936
 BW1936.The orthometric height was determined by differential leveling
 BW1936.and adjusted in May 1996.
 BW1936
 BW1936.The geoid height was determined by GEOID03.
 BW1936
 BW1936.The dynamic height is computed by dividing the NAVD 88
 BW1936.geopotential number by the normal gravity value computed on the
 BW1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1936.degrees latitude (g = 980.6199 gals.).
 BW1936
 BW1936.The modeled gravity was interpolated from observed gravity values.
 BW1936
 BW1936;                    North         East    Units  Estimated Accuracy
 BW1936;SPC MS W     -   227,840.      699,820.      MT  (+/- 180 meters Scaled)
 BW1936
 BW1936                          SUPERSEDED SURVEY CONTROL
 BW1936
 BW1936  NGVD 29 (??/??/92)  128.829  (m)          422.67   (f) ADJ UNCH    2 2
 BW1936
 BW1936.Superseded values are not recommended for survey control.
 BW1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1936.See file dsdata.txt to determine how the superseded data were derived.
 BW1936
 BW1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ529942(NAD 83)
 BW1936_MARKER: DD = SURVEY DISK
 BW1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1936_STAMPING: BM 84V 32 1975
 BW1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1936+STABILITY: SURFACE MOTION
 BW1936
 BW1936  HISTORY     - Date     Condition        Report By
 BW1936  HISTORY     - 1975     MONUMENTED       MSHD
 BW1936
 BW1936                          STATION DESCRIPTION
 BW1936
 BW1936'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1936'6.9 MI ESE FROM BROOKHAVEN.
 BW1936'THE MARK IS LOCATED 6.9 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1936'BROOKHAVEN IN THE WEST ANGLE OF THE JUNCTION OF A SIDE ROAD LEADING
 BW1936'NORTHWEST WITH U.S. HIGHWAY 84 IN THE SOUTHWEST 1/4 OF THE SOUTHEAST
 BW1936'1/4 OF SECTION 19, T 7N, R 9E.  IT IS 129 FEET NORTH OF THE CENTER OF
 BW1936'HIGHWAY 84, 34 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 BW1936'EAST OF A FENCE CORNER, 2 FEET EAST OF A TELEPHONE CABLE WARNING SIGN
 BW1936'POST, 1.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST SET IN THE TOP
 BW1936'OF A 12 INCH ROUND CONCRETE POST ABOUT 20 FEET ABOVE THE LEVEL OF THE
 BW1936'HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 BW1936'OFFICE IN BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO
 BW1936'THE INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT
 BW1936'AND GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84
 BW1936'BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 2.1 MILES TO AN ANGLING
 BW1936'SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1937 ***********************************************************************
 BW1937  DESIGNATION -  84 V 33
 BW1937  PID         -  BW1937
 BW1937  STATE/COUNTY-  MS/LINCOLN
 BW1937  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1937
 BW1937                         *CURRENT SURVEY CONTROL
 BW1937  ___________________________________________________________________
 BW1937* NAD 83(1986)-  31 33 15.     (N)    090 19 01.     (W)     SCALED    
 BW1937* NAVD 88     -       108.251  (meters)     355.15   (feet)  ADJUSTED  
 BW1937  ___________________________________________________________________
 BW1937  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW1937  DYNAMIC HT  -         108.119 (meters)     354.72  (feet)  COMP
 BW1937  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 BW1937
 BW1937  VERT ORDER  -  SECOND    CLASS II
 BW1937
 BW1937.The horizontal coordinates were scaled from a topographic map and have
 BW1937.an estimated accuracy of +/- 6 seconds.
 BW1937
 BW1937.The orthometric height was determined by differential leveling
 BW1937.and adjusted in May 1996.
 BW1937
 BW1937.The geoid height was determined by GEOID03.
 BW1937
 BW1937.The dynamic height is computed by dividing the NAVD 88
 BW1937.geopotential number by the normal gravity value computed on the
 BW1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1937.degrees latitude (g = 980.6199 gals.).
 BW1937
 BW1937.The modeled gravity was interpolated from observed gravity values.
 BW1937
 BW1937;                    North         East    Units  Estimated Accuracy
 BW1937;SPC MS W     -   227,720.      701,560.      MT  (+/- 180 meters Scaled)
 BW1937
 BW1937                          SUPERSEDED SURVEY CONTROL
 BW1937
 BW1937  NGVD 29 (??/??/92)  108.262  (m)          355.19   (f) ADJ UNCH    2 2
 BW1937
 BW1937.Superseded values are not recommended for survey control.
 BW1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1937.See file dsdata.txt to determine how the superseded data were derived.
 BW1937
 BW1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ546941(NAD 83)
 BW1937_MARKER: DD = SURVEY DISK
 BW1937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1937_SP_SET: CULVERT
 BW1937_STAMPING: BM 84V 33 1975
 BW1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1937
 BW1937  HISTORY     - Date     Condition        Report By
 BW1937  HISTORY     - 1975     MONUMENTED       MSHD
 BW1937
 BW1937                          STATION DESCRIPTION
 BW1937
 BW1937'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1937'7.95 MI ESE FROM BROOKHAVEN.
 BW1937'THE MARK IS LOCATED 7.95 MILES EAST-SOUTHEAST OF BROOKHAVEN IN A
 BW1937'CULVERT, 1.2 MILES WEST OF A CROSSROAD IN THE NORTHEAST 1/4 OF SECTION
 BW1937'29, T 7N, R 9E.  IT IS 16 FEET NORTH F THE CENTER OF HIGHWAY 84, 0.5 0
 BW1937'FEET NORTH OF A GUARD RAIL, 0.5 FEET EAST OF A METAL WITNESS POST SET
 BW1937'IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 6 X 14 FOOT
 BW1937'CONCRETE BOX CULVERT UNDER HIGHWAY 84 AND IS ABOUT 1 1/2 FEET BELOW
 BW1937'THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 BW1937'IN BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE
 BW1937'INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND
 BW1937'GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84
 BW1937'BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 2.9 MILES TO A
 BW1937'CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO THE
 BW1937'CULVERT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1940 ***********************************************************************
 BW1940  DESIGNATION -  84 V 34
 BW1940  PID         -  BW1940
 BW1940  STATE/COUNTY-  MS/LINCOLN
 BW1940  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1940
 BW1940                         *CURRENT SURVEY CONTROL
 BW1940  ___________________________________________________________________
 BW1940* NAD 83(1986)-  31 33 00.     (N)    090 16 52.     (W)     SCALED    
 BW1940* NAVD 88     -        97.205  (meters)     318.91   (feet)  ADJUSTED  
 BW1940  ___________________________________________________________________
 BW1940  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1940  DYNAMIC HT  -          97.087 (meters)     318.53  (feet)  COMP
 BW1940  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 BW1940
 BW1940  VERT ORDER  -  SECOND    CLASS II
 BW1940
 BW1940.The horizontal coordinates were scaled from a topographic map and have
 BW1940.an estimated accuracy of +/- 6 seconds.
 BW1940
 BW1940.The orthometric height was determined by differential leveling
 BW1940.and adjusted in May 1996.
 BW1940
 BW1940.The geoid height was determined by GEOID03.
 BW1940
 BW1940.The dynamic height is computed by dividing the NAVD 88
 BW1940.geopotential number by the normal gravity value computed on the
 BW1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1940.degrees latitude (g = 980.6199 gals.).
 BW1940
 BW1940.The modeled gravity was interpolated from observed gravity values.
 BW1940
 BW1940;                    North         East    Units  Estimated Accuracy
 BW1940;SPC MS W     -   227,260.      704,960.      MT  (+/- 180 meters Scaled)
 BW1940
 BW1940                          SUPERSEDED SURVEY CONTROL
 BW1940
 BW1940  NGVD 29 (??/??/92)   97.216  (m)          318.95   (f) ADJ UNCH    2 2
 BW1940
 BW1940.Superseded values are not recommended for survey control.
 BW1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1940.See file dsdata.txt to determine how the superseded data were derived.
 BW1940
 BW1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ581937(NAD 83)
 BW1940_MARKER: DD = SURVEY DISK
 BW1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1940_STAMPING: BM 84V 34 1975
 BW1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1940+STABILITY: SURFACE MOTION
 BW1940
 BW1940  HISTORY     - Date     Condition        Report By
 BW1940  HISTORY     - 1975     MONUMENTED       MSHD
 BW1940
 BW1940                          STATION DESCRIPTION
 BW1940
 BW1940'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1940'9.8 MI ESE FROM BROOKHAVEN.
 BW1940'THE MARK IS LOCATED 9.8 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1940'BROOKHAVEN ON THE SOUTH ROW OF U.S. HIGHWAY 84 IN THE SOUTHEAST ANGLE
 BW1940'OF THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH IN THE SOUTHEAST 1/4
 BW1940'OF THE NORTHEAST 1/4 OF SECTION 27, T 7N, R 9E.  IT IS 58 FEET SOUTH
 BW1940'OF THE CENTER OF HIGHWAY 84, 36 FEET EAST OF THE CENTER OF A PRIVATE
 BW1940'ROAD, 14 FEET WEST OF A 14 INCH PINE IN A FENCE LINE, 2 FEET NORTH OF
 BW1940'A FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF
 BW1940'A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 BW1940'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW1940'BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE
 BW1940'INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND
 BW1940'GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84
 BW1940'BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 4.55 MILES TO A
 BW1940'CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.45 MILE TO A
 BW1940'PRIVATE ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1941 ***********************************************************************
 BW1941  DESIGNATION -  84 V 35
 BW1941  PID         -  BW1941
 BW1941  STATE/COUNTY-  MS/LINCOLN
 BW1941  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1941
 BW1941                         *CURRENT SURVEY CONTROL
 BW1941  ___________________________________________________________________
 BW1941* NAD 83(1986)-  31 32 55.     (N)    090 15 45.     (W)     SCALED    
 BW1941* NAVD 88     -        94.582  (meters)     310.31   (feet)  ADJUSTED  
 BW1941  ___________________________________________________________________
 BW1941  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1941  DYNAMIC HT  -          94.467 (meters)     309.93  (feet)  COMP
 BW1941  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BW1941
 BW1941  VERT ORDER  -  SECOND    CLASS II
 BW1941
 BW1941.The horizontal coordinates were scaled from a topographic map and have
 BW1941.an estimated accuracy of +/- 6 seconds.
 BW1941
 BW1941.The orthometric height was determined by differential leveling
 BW1941.and adjusted in May 1996.
 BW1941
 BW1941.The geoid height was determined by GEOID03.
 BW1941
 BW1941.The dynamic height is computed by dividing the NAVD 88
 BW1941.geopotential number by the normal gravity value computed on the
 BW1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1941.degrees latitude (g = 980.6199 gals.).
 BW1941
 BW1941.The modeled gravity was interpolated from observed gravity values.
 BW1941
 BW1941;                    North         East    Units  Estimated Accuracy
 BW1941;SPC MS W     -   227,100.      706,730.      MT  (+/- 180 meters Scaled)
 BW1941
 BW1941                          SUPERSEDED SURVEY CONTROL
 BW1941
 BW1941  NGVD 29 (??/??/92)   94.593  (m)          310.34   (f) ADJ UNCH    2 2
 BW1941
 BW1941.Superseded values are not recommended for survey control.
 BW1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1941.See file dsdata.txt to determine how the superseded data were derived.
 BW1941
 BW1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ598936(NAD 83)
 BW1941_MARKER: DD = SURVEY DISK
 BW1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1941_STAMPING: BM 84V 35 1975
 BW1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1941+STABILITY: SURFACE MOTION
 BW1941
 BW1941  HISTORY     - Date     Condition        Report By
 BW1941  HISTORY     - 1975     MONUMENTED       MSHD
 BW1941
 BW1941                          STATION DESCRIPTION
 BW1941
 BW1941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1941'9.5 MI W FROM MONTICELLO.
 BW1941'THE MARK IS LOCATED 9.5 MILES WEST OF THE CENTER OF MONTICELLO ON THE
 BW1941'SOUTH ROW OF U.S. HIGHWAY 84, 0.8 MILE EAST OF THE BRIDGE OVER FAIR
 BW1941'RIVER IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 26, T 7N, R
 BW1941'9E.  IT IS 96 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 34.5 FEET
 BW1941'NORTHEAST OF A POWER POLE, 28 FEET SOUTHWEST OF A 24 INCH PINE, 1.5
 BW1941'FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE
 BW1941'TOP OF A ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BW1941'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 BW1941'MONTICELLO GO WEST ON U.S. HIGHWAY 84 FOR 1.5 MILES TO THE JUNCTION OF
 BW1941'STATE HIGHWAY 27.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 7.05 MILES TO
 BW1941'A CROSSROAD AND THE COUNTY LINE.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BW1941'0.40 MILE TO A SIDE ROAD LEFT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BW1941'0.65 MILE TO THE MARK ON THE LEFT.  THE MARK ALSO CAN BE REACHED FROM
 BW1941'THE U.S. POST OFFICE IN BROOKHAVEN BY GOING NORTHEAST ON JACKSON
 BW1941'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO
 BW1941'STREET).  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO
 BW1941'THE U.S. HIGHWAY 84 BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 5.15
 BW1941'MILES TO THE BRIDGE OVER FAIR RIVER.  CONTINUE EAST FOR 0.8 MILE TO
 BW1941'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1942 ***********************************************************************
 BW1942  DESIGNATION -  84 V 36
 BW1942  PID         -  BW1942
 BW1942  STATE/COUNTY-  MS/LAWRENCE
 BW1942  USGS QUAD   -  NOLA (1970)
 BW1942
 BW1942                         *CURRENT SURVEY CONTROL
 BW1942  ___________________________________________________________________
 BW1942* NAD 83(1986)-  31 32 55.     (N)    090 14 39.     (W)     SCALED    
 BW1942* NAVD 88     -       103.099  (meters)     338.25   (feet)  ADJUSTED  
 BW1942  ___________________________________________________________________
 BW1942  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1942  DYNAMIC HT  -         102.974 (meters)     337.84  (feet)  COMP
 BW1942  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 BW1942
 BW1942  VERT ORDER  -  SECOND    CLASS II
 BW1942
 BW1942.The horizontal coordinates were scaled from a topographic map and have
 BW1942.an estimated accuracy of +/- 6 seconds.
 BW1942
 BW1942.The orthometric height was determined by differential leveling
 BW1942.and adjusted in May 1996.
 BW1942
 BW1942.The geoid height was determined by GEOID03.
 BW1942
 BW1942.The dynamic height is computed by dividing the NAVD 88
 BW1942.geopotential number by the normal gravity value computed on the
 BW1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1942.degrees latitude (g = 980.6199 gals.).
 BW1942
 BW1942.The modeled gravity was interpolated from observed gravity values.
 BW1942
 BW1942;                    North         East    Units  Estimated Accuracy
 BW1942;SPC MS W     -   227,100.      708,470.      MT  (+/- 180 meters Scaled)
 BW1942
 BW1942                          SUPERSEDED SURVEY CONTROL
 BW1942
 BW1942  NGVD 29 (??/??/92)  103.110  (m)          338.29   (f) ADJ UNCH    2 2
 BW1942
 BW1942.Superseded values are not recommended for survey control.
 BW1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1942.See file dsdata.txt to determine how the superseded data were derived.
 BW1942
 BW1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ616936(NAD 83)
 BW1942_MARKER: DD = SURVEY DISK
 BW1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1942_STAMPING: BM 84V 36 1975
 BW1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1942+STABILITY: SURFACE MOTION
 BW1942
 BW1942  HISTORY     - Date     Condition        Report By
 BW1942  HISTORY     - 1975     MONUMENTED       MSHD
 BW1942
 BW1942                          STATION DESCRIPTION
 BW1942
 BW1942'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1942'8.2 MI W FROM MONTICELLO.
 BW1942'THE MARK IS LOCATED 8.2 MILES WEST OF MONTICELLO IN THE SOUTHEAST
 BW1942'ANGLE OF A CROSSROAD NEAR THE LAWRENCE-LINCOLN COUNTY LINE, 1.85 MILES
 BW1942'EAST OF THE BRIDGE OVER FAIR RIVER IN THE SOUTHWEST 1/4 OF THE
 BW1942'NORTHWEST 1/4 OF SECTION 30, T 7N, R 10E.  IT IS 49.5 FEET SOUTH OF
 BW1942'THE CENTER OF HIGHWAY 84, 77 FEET EAST OF THE CENTER OF A GRAVELED
 BW1942'ROAD, 45.5 FEET SOUTHWEST OF THE SOUTH END OF A CULVERT, 1 FOOT NORTH
 BW1942'OF A FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP
 BW1942'OF A ROUND CONCRETE POST ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 BW1942'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 BW1942'MONTICELLO GO WEST ON U.S. HIGHWAY 84 (BROAD STREET) FOR 1.5 MILES TO
 BW1942'THE JUNCTION OF STATE HIGHWAY 27.  CONTINUE WEST ON U.S. HIGHWAY 84
 BW1942'FOR 6.7 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1943 ***********************************************************************
 BW1943  DESIGNATION -  84 V 37
 BW1943  PID         -  BW1943
 BW1943  STATE/COUNTY-  MS/LAWRENCE
 BW1943  USGS QUAD   -  NOLA (1970)
 BW1943
 BW1943                         *CURRENT SURVEY CONTROL
 BW1943  ___________________________________________________________________
 BW1943* NAD 83(1986)-  31 32 58.     (N)    090 13 40.     (W)     SCALED    
 BW1943* NAVD 88     -       105.592  (meters)     346.43   (feet)  ADJUSTED  
 BW1943  ___________________________________________________________________
 BW1943  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1943  DYNAMIC HT  -         105.464 (meters)     346.01  (feet)  COMP
 BW1943  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BW1943
 BW1943  VERT ORDER  -  SECOND    CLASS II
 BW1943
 BW1943.The horizontal coordinates were scaled from a topographic map and have
 BW1943.an estimated accuracy of +/- 6 seconds.
 BW1943
 BW1943.The orthometric height was determined by differential leveling
 BW1943.and adjusted in May 1996.
 BW1943
 BW1943.The geoid height was determined by GEOID03.
 BW1943
 BW1943.The dynamic height is computed by dividing the NAVD 88
 BW1943.geopotential number by the normal gravity value computed on the
 BW1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1943.degrees latitude (g = 980.6199 gals.).
 BW1943
 BW1943.The modeled gravity was interpolated from observed gravity values.
 BW1943
 BW1943;                    North         East    Units  Estimated Accuracy
 BW1943;SPC MS W     -   227,200.      710,020.      MT  (+/- 180 meters Scaled)
 BW1943
 BW1943                          SUPERSEDED SURVEY CONTROL
 BW1943
 BW1943  NGVD 29 (??/??/92)  105.603  (m)          346.47   (f) ADJ UNCH    2 2
 BW1943
 BW1943.Superseded values are not recommended for survey control.
 BW1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1943.See file dsdata.txt to determine how the superseded data were derived.
 BW1943
 BW1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ631938(NAD 83)
 BW1943_MARKER: DD = SURVEY DISK
 BW1943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1943_SP_SET: CULVERT
 BW1943_STAMPING: BM 84V 37 1975
 BW1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1943
 BW1943  HISTORY     - Date     Condition        Report By
 BW1943  HISTORY     - 1975     MONUMENTED       MSHD
 BW1943
 BW1943                          STATION DESCRIPTION
 BW1943
 BW1943'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1943'7.7 MI W FROM MONTICELLO.
 BW1943'THE MARK IS LOCATED 7.7 MILES WEST OF MONTICELLO, 0.95 MILE EAST OF
 BW1943'LAWRENCE-LINCOLN COUNTY LINE IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4
 BW1943'OF SECTION 30, T 7N, R 10E.  IT IS 28 FEET SOUTH OF THE CENTER OF
 BW1943'HIGHWAY 84 ABOUT 50 YARDS WEST OF THE WEST END OF A TRUCK LANE, 1 FOOT
 BW1943'EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF A
 BW1943'12 X 5 FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 84 AND IS ABOUT 6 FEET
 BW1943'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 BW1943'IN MONTICELLO GO WEST ON U.S. HIGHWAY 84 (BROAD STREET) FOR 1.5 MILES
 BW1943'TO THE JUNCTION OF STATE HIGHWAY 27.  CONTINUE WEST ON U.S. HIGHWAY 84
 BW1943'FOR 4.8 MILES TO A CROSSROAD.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BW1943'1.1 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1948 ***********************************************************************
 BW1948  DESIGNATION -  84 V 38
 BW1948  PID         -  BW1948
 BW1948  STATE/COUNTY-  MS/LAWRENCE
 BW1948  USGS QUAD   -  NOLA (1970)
 BW1948
 BW1948                         *CURRENT SURVEY CONTROL
 BW1948  ___________________________________________________________________
 BW1948* NAD 83(1986)-  31 33 12.     (N)    090 11 31.     (W)     SCALED    
 BW1948* NAVD 88     -       111.773  (meters)     366.71   (feet)  ADJUSTED  
 BW1948  ___________________________________________________________________
 BW1948  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW1948  DYNAMIC HT  -         111.637 (meters)     366.26  (feet)  COMP
 BW1948  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 BW1948
 BW1948  VERT ORDER  -  SECOND    CLASS II
 BW1948
 BW1948.The horizontal coordinates were scaled from a topographic map and have
 BW1948.an estimated accuracy of +/- 6 seconds.
 BW1948
 BW1948.The orthometric height was determined by differential leveling
 BW1948.and adjusted in May 1996.
 BW1948
 BW1948.The geoid height was determined by GEOID03.
 BW1948
 BW1948.The dynamic height is computed by dividing the NAVD 88
 BW1948.geopotential number by the normal gravity value computed on the
 BW1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1948.degrees latitude (g = 980.6199 gals.).
 BW1948
 BW1948.The modeled gravity was interpolated from observed gravity values.
 BW1948
 BW1948;                    North         East    Units  Estimated Accuracy
 BW1948;SPC MS W     -   227,630.      713,420.      MT  (+/- 180 meters Scaled)
 BW1948
 BW1948                          SUPERSEDED SURVEY CONTROL
 BW1948
 BW1948  NGVD 29 (??/??/92)  111.784  (m)          366.74   (f) ADJ UNCH    2 2
 BW1948
 BW1948.Superseded values are not recommended for survey control.
 BW1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1948.See file dsdata.txt to determine how the superseded data were derived.
 BW1948
 BW1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ665943(NAD 83)
 BW1948_MARKER: DD = SURVEY DISK
 BW1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1948_SP_SET: CULVERT
 BW1948_STAMPING: BM 84V 38 1975
 BW1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1948
 BW1948  HISTORY     - Date     Condition        Report By
 BW1948  HISTORY     - 1975     MONUMENTED       MSHD
 BW1948
 BW1948                          STATION DESCRIPTION
 BW1948
 BW1948'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1948'5.45 MI W FROM MONTICELLO.
 BW1948'THE MARK IS LOCATED 5.45 MILES WEST OF MONTICELLO, 2.9 MILES EAST OF
 BW1948'THE LINCOLN-LAWRENCE COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION 27, T
 BW1948'7N, R 10E.  IT IS 23 FEET NORTH OF THE CENTER OF HIGHWAY 84, 75.5 FEET
 BW1948'EAST-SOUTHEAST OF A POWER POLE WITH GUY WIRES, 1 FOOT EAST OF A METAL
 BW1948'WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL
 BW1948'OF A 6 X 5 FOOT BOX CULVERT AND IS ABOUT 6 FEET BELOW THE LEVEL OF THE
 BW1948'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN MONTICELLO GO WEST ON
 BW1948'U.S. HIGHWAY 84 (BROAD STREET) FOR 1.5 MILES TO THE JUNCTION OF STATE
 BW1948'HIGHWAY 27.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 3.45 MILES TO A
 BW1948'CROSSROAD.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.5 MILE TO THE MARK
 BW1948'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1949 ***********************************************************************
 BW1949  DESIGNATION -  84 V 39
 BW1949  PID         -  BW1949
 BW1949  STATE/COUNTY-  MS/LAWRENCE
 BW1949  USGS QUAD   -  NOLA (1970)
 BW1949
 BW1949                         *CURRENT SURVEY CONTROL
 BW1949  ___________________________________________________________________
 BW1949* NAD 83(1986)-  31 33 13.     (N)    090 10 25.     (W)     SCALED    
 BW1949* NAVD 88     -       106.767  (meters)     350.28   (feet)  ADJUSTED  
 BW1949  ___________________________________________________________________
 BW1949  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1949  DYNAMIC HT  -         106.638 (meters)     349.86  (feet)  COMP
 BW1949  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 BW1949
 BW1949  VERT ORDER  -  SECOND    CLASS II
 BW1949
 BW1949.The horizontal coordinates were scaled from a topographic map and have
 BW1949.an estimated accuracy of +/- 6 seconds.
 BW1949
 BW1949.The orthometric height was determined by differential leveling
 BW1949.and adjusted in May 1996.
 BW1949
 BW1949.The geoid height was determined by GEOID03.
 BW1949
 BW1949.The dynamic height is computed by dividing the NAVD 88
 BW1949.geopotential number by the normal gravity value computed on the
 BW1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1949.degrees latitude (g = 980.6199 gals.).
 BW1949
 BW1949.The modeled gravity was interpolated from observed gravity values.
 BW1949
 BW1949;                    North         East    Units  Estimated Accuracy
 BW1949;SPC MS W     -   227,670.      715,170.      MT  (+/- 180 meters Scaled)
 BW1949
 BW1949                          SUPERSEDED SURVEY CONTROL
 BW1949
 BW1949  NGVD 29 (??/??/92)  106.778  (m)          350.32   (f) ADJ UNCH    2 2
 BW1949
 BW1949.Superseded values are not recommended for survey control.
 BW1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1949.See file dsdata.txt to determine how the superseded data were derived.
 BW1949
 BW1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ683944(NAD 83)
 BW1949_MARKER: DD = SURVEY DISK
 BW1949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1949_SP_SET: CULVERT
 BW1949_STAMPING: BM 84V 39 1975
 BW1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1949
 BW1949  HISTORY     - Date     Condition        Report By
 BW1949  HISTORY     - 1975     MONUMENTED       MSHD
 BW1949
 BW1949                          STATION DESCRIPTION
 BW1949
 BW1949'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1949'4.35 MI W FROM MONTICELLO.
 BW1949'THE MARK IS LOCATED 4.35 MILES WEST OF MONTICELLO, 4.3 MILES EAST OF
 BW1949'THE LAWRENCE-LINCOLN COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION 26, T
 BW1949'7N, R 10E.  IT IS 27 FEET NORTH OF THE CENTER OF HIGHWAY 84, 1 FOOT
 BW1949'EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF
 BW1949'THE NORTH HEADWALL OF A 6 X 6 FOOT BOX CULVERT AND IS ABOUT 8 FEET
 BW1949'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 BW1949'IN MONTICELLO GO WEST ON U.S. HIGHWAY 84 (BROAD STREET) FOR 1.5 MILES
 BW1949'TO THE JUNCTION OF STATE HIGHWAY 27.  CONTINUE WEST ON U.S. HIGHWAY 84
 BW1949'FOR 2.05 MILES TO A CROSSROAD WITH THE NORTH LEG LEADING TO LAKE MARY
 BW1949'CRAWFORD.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.8 MILE TO THE MARK
 BW1949'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1979 ***********************************************************************
 BW1979  DESIGNATION -  84 V 4
 BW1979  PID         -  BW1979
 BW1979  STATE/COUNTY-  MS/FRANKLIN
 BW1979  USGS QUAD   -  EDDICETON (1988)
 BW1979
 BW1979                         *CURRENT SURVEY CONTROL
 BW1979  ___________________________________________________________________
 BW1979* NAD 83(1986)-  31 30 04.     (N)    090 47 35.     (W)     SCALED    
 BW1979* NAVD 88     -        73.342  (meters)     240.62   (feet)  ADJUSTED  
 BW1979  ___________________________________________________________________
 BW1979  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW1979  DYNAMIC HT  -          73.252 (meters)     240.33  (feet)  COMP
 BW1979  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BW1979
 BW1979  VERT ORDER  -  SECOND    CLASS II
 BW1979
 BW1979.The horizontal coordinates were scaled from a topographic map and have
 BW1979.an estimated accuracy of +/- 6 seconds.
 BW1979
 BW1979.The orthometric height was determined by differential leveling
 BW1979.and adjusted in May 1996.
 BW1979
 BW1979.The geoid height was determined by GEOID03.
 BW1979
 BW1979.The dynamic height is computed by dividing the NAVD 88
 BW1979.geopotential number by the normal gravity value computed on the
 BW1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1979.degrees latitude (g = 980.6199 gals.).
 BW1979
 BW1979.The modeled gravity was interpolated from observed gravity values.
 BW1979
 BW1979;                    North         East    Units  Estimated Accuracy
 BW1979;SPC MS W     -   221,930.      656,330.      MT  (+/- 180 meters Scaled)
 BW1979
 BW1979                          SUPERSEDED SURVEY CONTROL
 BW1979
 BW1979  NGVD 29 (??/??/92)   73.413  (m)          240.86   (f) ADJ UNCH    2 2
 BW1979
 BW1979.Superseded values are not recommended for survey control.
 BW1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1979.See file dsdata.txt to determine how the superseded data were derived.
 BW1979
 BW1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ096872(NAD 83)
 BW1979_MARKER: DD = SURVEY DISK
 BW1979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1979_SP_SET: CULVERT
 BW1979_STAMPING: BM 84V 4 1975
 BW1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1979
 BW1979  HISTORY     - Date     Condition        Report By
 BW1979  HISTORY     - 1975     MONUMENTED       MSHD
 BW1979
 BW1979                          STATION DESCRIPTION
 BW1979
 BW1979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1979'4 MI NE FROM BUDE.
 BW1979'THE MARK IS LOCATED 4 MILES NORTHEAST OF BUDE AT THE WEST EDGE OF THE
 BW1979'COMMUNITY OF EDDICETON IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 BW1979'OF A 4 X 8 FOOT BOX CULVERT IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4
 BW1979'OF SECTION 10, T 6N, R 4E.  IT IS 18 FEET NORTHWEST OF THE CENTER OF
 BW1979'HIGHWAY 84, 172 FEET SOUTHWEST OF THE CENTER OF A GRAVELED DRIVE, 1
 BW1979'FOOT NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BW1979'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE BOX CULVERT AND
 BW1979'IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 BW1979'THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO
 BW1979'EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 4.3 MILES TO THE MARK ON THE
 BW1979'LEFT 0.1 MILE BEYOND A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1950 ***********************************************************************
 BW1950  DESIGNATION -  84 V 40
 BW1950  PID         -  BW1950
 BW1950  STATE/COUNTY-  MS/LAWRENCE
 BW1950  USGS QUAD   -  NOLA (1970)
 BW1950
 BW1950                         *CURRENT SURVEY CONTROL
 BW1950  ___________________________________________________________________
 BW1950* NAD 83(1986)-  31 33 15.     (N)    090 09 46.     (W)     SCALED    
 BW1950* NAVD 88     -       102.548  (meters)     336.44   (feet)  ADJUSTED  
 BW1950  ___________________________________________________________________
 BW1950  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1950  DYNAMIC HT  -         102.424 (meters)     336.04  (feet)  COMP
 BW1950  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BW1950
 BW1950  VERT ORDER  -  SECOND    CLASS II
 BW1950
 BW1950.The horizontal coordinates were scaled from a topographic map and have
 BW1950.an estimated accuracy of +/- 6 seconds.
 BW1950
 BW1950.The orthometric height was determined by differential leveling
 BW1950.and adjusted in May 1996.
 BW1950
 BW1950.The geoid height was determined by GEOID03.
 BW1950
 BW1950.The dynamic height is computed by dividing the NAVD 88
 BW1950.geopotential number by the normal gravity value computed on the
 BW1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1950.degrees latitude (g = 980.6199 gals.).
 BW1950
 BW1950.The modeled gravity was interpolated from observed gravity values.
 BW1950
 BW1950;                    North         East    Units  Estimated Accuracy
 BW1950;SPC MS W     -   227,730.      716,190.      MT  (+/- 180 meters Scaled)
 BW1950
 BW1950                          SUPERSEDED SURVEY CONTROL
 BW1950
 BW1950  NGVD 29 (??/??/92)  102.559  (m)          336.48   (f) ADJ UNCH    2 2
 BW1950
 BW1950.Superseded values are not recommended for survey control.
 BW1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1950.See file dsdata.txt to determine how the superseded data were derived.
 BW1950
 BW1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ693945(NAD 83)
 BW1950_MARKER: DD = SURVEY DISK
 BW1950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1950_SP_SET: CULVERT
 BW1950_STAMPING: BM 84V 40 1975
 BW1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1950
 BW1950  HISTORY     - Date     Condition        Report By
 BW1950  HISTORY     - 1975     MONUMENTED       MSHD
 BW1950
 BW1950                          STATION DESCRIPTION
 BW1950
 BW1950'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1950'3.7 MI W FROM MONTICELLO.
 BW1950'THE MARK IS LOCATED 3.7 MILES WEST OF MONTICELLO IN THE NORTHWEST 1/4
 BW1950'OF THE NORTHEAST 1/4 OF SECTION 26, T 7N, R 10E.  IT IS 18 FEET NORTH
 BW1950'OF THE CENTER OF HIGHWAY 84, 35 FEET WEST OF THE PROJECTED PLANE OF
 BW1950'THE WEST WALL OF A BRICK HOUSE OF THE SOUTH SIDE OF THE HIGHWAY, 119
 BW1950'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST OF A METAL
 BW1950'WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL
 BW1950'OF A 36 INCH CONCRETE PIPE CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL
 BW1950'OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN MONTICELLO GO
 BW1950'WEST ON U.S. HIGHWAY 84 (BROAD STREET) FOR 1.5 MILES TO THE JUNCTION
 BW1950'OF STATE HIGHWAY 27.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 2.05 MILES
 BW1950'TO A CROSSROAD WITH THE NORTH LEG LEADING TO MARY CRAWFORD LAKE.
 BW1950'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.15 MILE TO THE MARK ON THE
 BW1950'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1955 ***********************************************************************
 BW1955  DESIGNATION -  84 V 41
 BW1955  PID         -  BW1955
 BW1955  STATE/COUNTY-  MS/LAWRENCE
 BW1955  USGS QUAD   -  NOLA (1970)
 BW1955
 BW1955                         *CURRENT SURVEY CONTROL
 BW1955  ___________________________________________________________________
 BW1955* NAD 83(1986)-  31 33 34.     (N)    090 07 36.     (W)     SCALED    
 BW1955* NAVD 88     -        70.124  (meters)     230.07   (feet)  ADJUSTED  
 BW1955  ___________________________________________________________________
 BW1955  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1955  DYNAMIC HT  -          70.039 (meters)     229.79  (feet)  COMP
 BW1955  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BW1955
 BW1955  VERT ORDER  -  SECOND    CLASS II
 BW1955
 BW1955.The horizontal coordinates were scaled from a topographic map and have
 BW1955.an estimated accuracy of +/- 6 seconds.
 BW1955
 BW1955.The orthometric height was determined by differential leveling
 BW1955.and adjusted in May 1996.
 BW1955
 BW1955.The geoid height was determined by GEOID03.
 BW1955
 BW1955.The dynamic height is computed by dividing the NAVD 88
 BW1955.geopotential number by the normal gravity value computed on the
 BW1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1955.degrees latitude (g = 980.6199 gals.).
 BW1955
 BW1955.The modeled gravity was interpolated from observed gravity values.
 BW1955
 BW1955;                    North         East    Units  Estimated Accuracy
 BW1955;SPC MS W     -   228,320.      719,620.      MT  (+/- 180 meters Scaled)
 BW1955
 BW1955                          SUPERSEDED SURVEY CONTROL
 BW1955
 BW1955  NGVD 29 (??/??/92)   70.135  (m)          230.10   (f) ADJ UNCH    2 2
 BW1955
 BW1955.Superseded values are not recommended for survey control.
 BW1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1955.See file dsdata.txt to determine how the superseded data were derived.
 BW1955
 BW1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ727951(NAD 83)
 BW1955_MARKER: DD = SURVEY DISK
 BW1955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1955_SP_SET: CULVERT
 BW1955_STAMPING: BM 84V 41 1975
 BW1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1955
 BW1955  HISTORY     - Date     Condition        Report By
 BW1955  HISTORY     - 1975     MONUMENTED       MSHD
 BW1955
 BW1955                          STATION DESCRIPTION
 BW1955
 BW1955'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1955'1.45 MI W FROM MONTICELLO.
 BW1955'THE MARK IS LOCATED 1.45 MILES WEST OF MONTICELLO, 0.8 MILE WEST OF
 BW1955'THE CROSSING OF THE B.M. AND O. RAILROAD TRACK JUST EAST OF THE
 BW1955'JUNCTION OF STATE HIGHWAY 27 LEADING NORTH IN THE SOUTHEAST 1/4 OF
 BW1955'SECTION 19, T 7N, R 11E.  IT IS 34.5 FEET NORTH OF THE CENTER OF
 BW1955'HIGHWAY 84, 281 FEET EAST OF THE CENTER OF HIGHWAY 27, 142 FEET WEST
 BW1955'OF THE PROJECTED PLANE OF THE WEST WALL OF THE MONTICELLO SHOE STORE
 BW1955'AND MOTEL OFFICE, 139 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND
 BW1955'GUY WIRE, 0.5 FEET EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BW1955'THE WEST END OF THE NORTH HEADWALL OF A 4 X 3 FOOT BOX CULVERT AND IS
 BW1955'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 BW1955'THE COURTHOUSE IN MONTICELLO GO WEST ON U.S. HIGHWAY 84 (BROAD STREET)
 BW1955'FOR 1.45 MILES TO THE MARK ON THE RIGHT JUST BEFORE REACHING HIGHWAY
 BW1955'27.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1962 ***********************************************************************
 BW1962  DESIGNATION -  84 V 42
 BW1962  PID         -  BW1962
 BW1962  STATE/COUNTY-  MS/LAWRENCE
 BW1962  USGS QUAD   -  MONTICELLO (1970)
 BW1962
 BW1962                         *CURRENT SURVEY CONTROL
 BW1962  ___________________________________________________________________
 BW1962* NAD 83(1986)-  31 33 35.     (N)    090 04 28.     (W)     SCALED    
 BW1962* NAVD 88     -        58.825  (meters)     193.00   (feet)  ADJUSTED  
 BW1962  ___________________________________________________________________
 BW1962  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1962  DYNAMIC HT  -          58.754 (meters)     192.76  (feet)  COMP
 BW1962  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BW1962
 BW1962  VERT ORDER  -  SECOND    CLASS II
 BW1962
 BW1962.The horizontal coordinates were scaled from a topographic map and have
 BW1962.an estimated accuracy of +/- 6 seconds.
 BW1962
 BW1962.The orthometric height was determined by differential leveling
 BW1962.and adjusted in May 1996.
 BW1962
 BW1962.The geoid height was determined by GEOID03.
 BW1962
 BW1962.The dynamic height is computed by dividing the NAVD 88
 BW1962.geopotential number by the normal gravity value computed on the
 BW1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1962.degrees latitude (g = 980.6199 gals.).
 BW1962
 BW1962.The modeled gravity was interpolated from observed gravity values.
 BW1962
 BW1962;                    North         East    Units  Estimated Accuracy
 BW1962;SPC MS W     -   228,360.      724,580.      MT  (+/- 180 meters Scaled)
 BW1962
 BW1962                          SUPERSEDED SURVEY CONTROL
 BW1962
 BW1962  NGVD 29 (??/??/92)   58.836  (m)          193.03   (f) ADJ UNCH    2 2
 BW1962
 BW1962.Superseded values are not recommended for survey control.
 BW1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1962.See file dsdata.txt to determine how the superseded data were derived.
 BW1962
 BW1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ777953(NAD 83)
 BW1962_MARKER: DD = SURVEY DISK
 BW1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1962_STAMPING: BM 84V 42 1975
 BW1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1962+STABILITY: SURFACE MOTION
 BW1962
 BW1962  HISTORY     - Date     Condition        Report By
 BW1962  HISTORY     - 1975     MONUMENTED       MSHD
 BW1962
 BW1962                          STATION DESCRIPTION
 BW1962
 BW1962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1962'1.95 MI E FROM MONTICELLO.
 BW1962'THE MARK IS LOCATED 1.95 MILES EAST OF MONTICELLO ON THE SOUTHEAST ROW
 BW1962'OF U.S. HIGHWAY 84, 0.95 MILE EAST-NORTHEAST OF THE BRIDGE OVER PEARL
 BW1962'RIVER, 6.85 MILES SOUTHWEST OF SILVER CREEK IN THE SOUTHWEST 1/4 OF
 BW1962'THE NORTHWEST 1/4 OF SECTION 24, T 7N, R 21W.  IT IS 50 FEET SOUTHEAST
 BW1962'OF THE CENTER OF HIGHWAY 84, 45 FEET SOUTHWEST OF THE CENTER OF A
 BW1962'DRIVEWAY, 19 FEET SOUTHWEST OF A 24 INCH OAK, 12 FEET NORTHEAST OF A
 BW1962'36 INCH PINE, 1 FOOT NORTHEAST OF A ROW MARKER, 1 FOOT SOUTHWEST OF A
 BW1962'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3
 BW1962'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BW1962'NOTE-- TO REACH FROM THE COURTHOUSE IN MONTICELLO GO EAST ON U.S.
 BW1962'HIGHWAY 84 FOR 1.7 MILES TO A CROSSROAD.  CONTINUE NORTHEAST ON U.S.
 BW1962'HIGHWAY 84 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1963 ***********************************************************************
 BW1963  DESIGNATION -  84 V 43
 BW1963  PID         -  BW1963
 BW1963  STATE/COUNTY-  MS/LAWRENCE
 BW1963  USGS QUAD   -  MONTICELLO (1970)
 BW1963
 BW1963                         *CURRENT SURVEY CONTROL
 BW1963  ___________________________________________________________________
 BW1963* NAD 83(1986)-  31 34 11.     (N)    090 03 44.     (W)     SCALED    
 BW1963* NAVD 88     -        62.883  (meters)     206.31   (feet)  ADJUSTED  
 BW1963  ___________________________________________________________________
 BW1963  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1963  DYNAMIC HT  -          62.807 (meters)     206.06  (feet)  COMP
 BW1963  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 BW1963
 BW1963  VERT ORDER  -  SECOND    CLASS II
 BW1963
 BW1963.The horizontal coordinates were scaled from a topographic map and have
 BW1963.an estimated accuracy of +/- 6 seconds.
 BW1963
 BW1963.The orthometric height was determined by differential leveling
 BW1963.and adjusted in May 1996.
 BW1963
 BW1963.The geoid height was determined by GEOID03.
 BW1963
 BW1963.The dynamic height is computed by dividing the NAVD 88
 BW1963.geopotential number by the normal gravity value computed on the
 BW1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1963.degrees latitude (g = 980.6199 gals.).
 BW1963
 BW1963.The modeled gravity was interpolated from observed gravity values.
 BW1963
 BW1963;                    North         East    Units  Estimated Accuracy
 BW1963;SPC MS W     -   229,470.      725,740.      MT  (+/- 180 meters Scaled)
 BW1963
 BW1963                          SUPERSEDED SURVEY CONTROL
 BW1963
 BW1963  NGVD 29 (??/??/92)   62.893  (m)          206.34   (f) ADJ UNCH    2 2
 BW1963
 BW1963.Superseded values are not recommended for survey control.
 BW1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1963.See file dsdata.txt to determine how the superseded data were derived.
 BW1963
 BW1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ788964(NAD 83)
 BW1963_MARKER: DD = SURVEY DISK
 BW1963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1963_SP_SET: CULVERT
 BW1963_STAMPING: BM 84V 43 1975
 BW1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1963
 BW1963  HISTORY     - Date     Condition        Report By
 BW1963  HISTORY     - 1975     MONUMENTED       MSHD
 BW1963
 BW1963                          STATION DESCRIPTION
 BW1963
 BW1963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1963'3 MI ENE FROM MONTICELLO.
 BW1963'THE MARK IS LOCATED 3 MILES EAST-NORTHEAST OF MONTICELLO IN A BOX
 BW1963'CULVERT UNDER U.S. HIGHWAY 84, 4.9 MILES SOUTHWEST OF SILVER CREEK,
 BW1963'1.95 MILES NORTHEAST OF THE BRIDGE OVER PEARL RIVER IN THE NORTHEAST
 BW1963'1/4 OF THE SOUTHEAST 1/4 OF SECTION 13, T 7N, R 21W.  IT IS 18 FEET
 BW1963'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 84, 1 FOOT WEST-SOUTHWEST OF
 BW1963'A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH
 BW1963'HEADWALL OF A 14 X 5 FOOT CONCRETE BOX CULVERT AND IS ABOUT 2 1/2 FEET
 BW1963'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 BW1963'IN MONTICELLO GO EAST ON U.S. HIGHWAY 84 FOR 2.45 MILES TO AN ANGLING
 BW1963'SIDE ROAD LEFT.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.55 MILE TO THE
 BW1963'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1964 ***********************************************************************
 BW1964  DESIGNATION -  84 V 44
 BW1964  PID         -  BW1964
 BW1964  STATE/COUNTY-  MS/LAWRENCE
 BW1964  USGS QUAD   -  MONTICELLO (1970)
 BW1964
 BW1964                         *CURRENT SURVEY CONTROL
 BW1964  ___________________________________________________________________
 BW1964* NAD 83(1986)-  31 34 43.     (N)    090 02 54.     (W)     SCALED    
 BW1964* NAVD 88     -        82.352  (meters)     270.18   (feet)  ADJUSTED  
 BW1964  ___________________________________________________________________
 BW1964  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW1964  DYNAMIC HT  -          82.253 (meters)     269.86  (feet)  COMP
 BW1964  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BW1964
 BW1964  VERT ORDER  -  SECOND    CLASS II
 BW1964
 BW1964.The horizontal coordinates were scaled from a topographic map and have
 BW1964.an estimated accuracy of +/- 6 seconds.
 BW1964
 BW1964.The orthometric height was determined by differential leveling
 BW1964.and adjusted in May 1996.
 BW1964
 BW1964.The geoid height was determined by GEOID03.
 BW1964
 BW1964.The dynamic height is computed by dividing the NAVD 88
 BW1964.geopotential number by the normal gravity value computed on the
 BW1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1964.degrees latitude (g = 980.6199 gals.).
 BW1964
 BW1964.The modeled gravity was interpolated from observed gravity values.
 BW1964
 BW1964;                    North         East    Units  Estimated Accuracy
 BW1964;SPC MS W     -   230,460.      727,050.      MT  (+/- 180 meters Scaled)
 BW1964
 BW1964                          SUPERSEDED SURVEY CONTROL
 BW1964
 BW1964  NGVD 29 (??/??/92)   82.362  (m)          270.22   (f) ADJ UNCH    2 2
 BW1964
 BW1964.Superseded values are not recommended for survey control.
 BW1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1964.See file dsdata.txt to determine how the superseded data were derived.
 BW1964
 BW1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ801975(NAD 83)
 BW1964_MARKER: DD = SURVEY DISK
 BW1964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1964_SP_SET: CULVERT
 BW1964_STAMPING: BM 84V 44 1975
 BW1964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1964
 BW1964  HISTORY     - Date     Condition        Report By
 BW1964  HISTORY     - 1975     MONUMENTED       MSHD
 BW1964
 BW1964                          STATION DESCRIPTION
 BW1964
 BW1964'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1964'3.9 MI SW FROM SILVER CREEK.
 BW1964'THE MARK IS LOCATED 3.9 MILES SOUTHWEST OF SILVER CREEK IN A CULVERT
 BW1964'UNDER U.S. HIGHWAY 84, 4 MILES EAST-NORTHEAST OF MONTICELLO, 2.95
 BW1964'MILES EAST-NORTHEAST OF THE BRIDGE OVER PEARL RIVER IN THE NORTHWEST
 BW1964'1/4 OF THE NORTHEAST 1/4 OF SECTION 18, T 7N, R 20W.  IT IS 31.5 FEET
 BW1964'NORTH OF THE CENTER OF HIGHWAY 84, 211 FEET EAST OF THE CENTER OF A
 BW1964'DRIVEWAY, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BW1964'THE WEST END OF THE NORTH HEADWALL OF A 3 X 3 FOOT BOX CULVERT AND IS
 BW1964'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1964'INTERSECTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY 84 IN SILVER CREEK
 BW1964'GO WEST ON U.S. HIGHWAY 84 FOR 3.3 MILES TO A SIDE ROAD RIGHT.
 BW1964'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.6 MILE TO THE MARK ON THE
 BW1964'RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE COURTHOUSE IN MONTICELLO
 BW1964'BY GOING EAST ON U.S. HIGHWAY 84 FOR 3.45 MILES TO A SIDE ROAD LEFT.
 BW1964'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.55 MILE TO THE MARK ON THE
 BW1964'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1968 ***********************************************************************
 BW1968  DESIGNATION -  84 V 45
 BW1968  PID         -  BW1968
 BW1968  STATE/COUNTY-  MS/LAWRENCE
 BW1968  USGS QUAD   -  MONTICELLO (1970)
 BW1968
 BW1968                         *CURRENT SURVEY CONTROL
 BW1968  ___________________________________________________________________
 BW1968* NAD 83(1986)-  31 35 25.     (N)    090 01 12.     (W)     SCALED    
 BW1968* NAVD 88     -        88.571  (meters)     290.59   (feet)  ADJUSTED  
 BW1968  ___________________________________________________________________
 BW1968  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1968  DYNAMIC HT  -          88.465 (meters)     290.24  (feet)  COMP
 BW1968  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 BW1968
 BW1968  VERT ORDER  -  SECOND    CLASS II
 BW1968
 BW1968.The horizontal coordinates were scaled from a topographic map and have
 BW1968.an estimated accuracy of +/- 6 seconds.
 BW1968
 BW1968.The orthometric height was determined by differential leveling
 BW1968.and adjusted in May 1996.
 BW1968
 BW1968.The geoid height was determined by GEOID03.
 BW1968
 BW1968.The dynamic height is computed by dividing the NAVD 88
 BW1968.geopotential number by the normal gravity value computed on the
 BW1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1968.degrees latitude (g = 980.6199 gals.).
 BW1968
 BW1968.The modeled gravity was interpolated from observed gravity values.
 BW1968
 BW1968;                    North         East    Units  Estimated Accuracy
 BW1968;SPC MS W     -   231,760.      729,740.      MT  (+/- 180 meters Scaled)
 BW1968
 BW1968                          SUPERSEDED SURVEY CONTROL
 BW1968
 BW1968  NGVD 29 (??/??/92)   88.581  (m)          290.62   (f) ADJ UNCH    2 2
 BW1968
 BW1968.Superseded values are not recommended for survey control.
 BW1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1968.See file dsdata.txt to determine how the superseded data were derived.
 BW1968
 BW1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ827988(NAD 83)
 BW1968_MARKER: DD = SURVEY DISK
 BW1968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1968_SP_SET: CULVERT
 BW1968_STAMPING: BM 84V 45 1975
 BW1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1968
 BW1968  HISTORY     - Date     Condition        Report By
 BW1968  HISTORY     - 1975     MONUMENTED       MSHD
 BW1968
 BW1968                          STATION DESCRIPTION
 BW1968
 BW1968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1968'1.75 MI SW FROM SILVER CREEK.
 BW1968'THE MARK IS LOCATED 1.75 MILES SOUTHWEST OF SILVER CREEK IN A BOX
 BW1968'CULVERT UNDER U.S. HIGHWAY 84 IN THE NORTHEAST 1/4 OF THE NORTHWEST
 BW1968'1/4 OF SECTION 9, T 7N, R 20W.  IT IS 18 FEET SOUTHEAST OF THE CENTER
 BW1968'OF HIGHWAY 84, 195 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST LEG
 BW1968'OF A DRIVEWAY LEADING TO A FRAME HOUSE, 1 FOOT SOUTHWEST OF A METAL
 BW1968'WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST
 BW1968'HEADWALL OF AN 18 X 8 FOOT CONCRETE BOX CULVERT AND IS ABOUT 3 FEET
 BW1968'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION
 BW1968'OF STATE HIGHWAY 43 AND U.S. HIGHWAY 84 AT SILVER CREEK GO WEST ON
 BW1968'U.S. HIGHWAY 84 FOR 1.1 MILES TO A CROSSROAD. CONTINUE SOUTHWEST ON
 BW1968'U.S. HIGHWAY 84 FOR 0.55 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1969 ***********************************************************************
 BW1969  DESIGNATION -  84 V 46
 BW1969  PID         -  BW1969
 BW1969  STATE/COUNTY-  MS/LAWRENCE
 BW1969  USGS QUAD   -  MONTICELLO (1970)
 BW1969
 BW1969                         *CURRENT SURVEY CONTROL
 BW1969  ___________________________________________________________________
 BW1969* NAD 83(1986)-  31 36 07.     (N)    090 00 42.     (W)     SCALED    
 BW1969* NAVD 88     -       103.044  (meters)     338.07   (feet)  ADJUSTED  
 BW1969  ___________________________________________________________________
 BW1969  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1969  DYNAMIC HT  -         102.920 (meters)     337.66  (feet)  COMP
 BW1969  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 BW1969
 BW1969  VERT ORDER  -  SECOND    CLASS II
 BW1969
 BW1969.The horizontal coordinates were scaled from a topographic map and have
 BW1969.an estimated accuracy of +/- 6 seconds.
 BW1969
 BW1969.The orthometric height was determined by differential leveling
 BW1969.and adjusted in May 1996.
 BW1969
 BW1969.The geoid height was determined by GEOID03.
 BW1969
 BW1969.The dynamic height is computed by dividing the NAVD 88
 BW1969.geopotential number by the normal gravity value computed on the
 BW1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1969.degrees latitude (g = 980.6199 gals.).
 BW1969
 BW1969.The modeled gravity was interpolated from observed gravity values.
 BW1969
 BW1969;                    North         East    Units  Estimated Accuracy
 BW1969;SPC MS W     -   233,060.      730,520.      MT  (+/- 180 meters Scaled)
 BW1969
 BW1969                          SUPERSEDED SURVEY CONTROL
 BW1969
 BW1969  NGVD 29 (??/??/92)  103.053  (m)          338.10   (f) ADJ UNCH    2 2
 BW1969
 BW1969.Superseded values are not recommended for survey control.
 BW1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1969.See file dsdata.txt to determine how the superseded data were derived.
 BW1969
 BW1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR835001(NAD 83)
 BW1969_MARKER: DD = SURVEY DISK
 BW1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1969_STAMPING: BM 84V 46 1975
 BW1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1969+STABILITY: SURFACE MOTION
 BW1969
 BW1969  HISTORY     - Date     Condition        Report By
 BW1969  HISTORY     - 1975     MONUMENTED       MSHD
 BW1969
 BW1969                          STATION DESCRIPTION
 BW1969
 BW1969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1969'0.4 MI W FROM SILVER CREEK.
 BW1969'THE MARK IS LOCATED 0.4 MILE WEST OF SILVER CREEK NEAR THE EAST POINT
 BW1969'OF A TRIANGLE FORMED BY ROADS NEAR THE CENTER OF THE EAST SIDE OF
 BW1969'SECTION 4, T 7N, R 20W.  IT IS 35 FEET NORTH OF THE CENTER OF HIGHWAY
 BW1969'84, 27 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD LEADING WEST TO
 BW1969'FERGUSON, 153.5 FEET WEST OF THE EDGE OF THE CURB AT THE EAST POINT OF
 BW1969'THE TRIANGLE, 108.5 FEET SOUTHEAST OF POLE NO. 12, 69 FEET EAST OF THE
 BW1969'PROJECTED PLANE OF THE EAST WALL OF A CONCRETE BLOCK STORE, 1 FOOT
 BW1969'SOUTH OF A POWER POLE WITH A METER ON IT, 1 FOOT NORTH OF A METAL
 BW1969'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 BW1969'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 BW1969'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 43 AT
 BW1969'SILVER CREEK GO WEST ON U.S. HIGHWAY 84 FOR 0.4 MILE TO A FORK AND THE
 BW1969'MARK ON THE RIGHT JUST BEYOND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1206 ***********************************************************************
 BV1206  DESIGNATION -  84 V 47
 BV1206  PID         -  BV1206
 BV1206  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1206  USGS QUAD   -  PRENTISS WEST (1970)
 BV1206
 BV1206                         *CURRENT SURVEY CONTROL
 BV1206  ___________________________________________________________________
 BV1206* NAD 83(1986)-  31 35 20.     (N)    089 58 03.     (W)     SCALED    
 BV1206* NAVD 88     -        87.557  (meters)     287.26   (feet)  ADJUSTED  
 BV1206  ___________________________________________________________________
 BV1206  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BV1206  DYNAMIC HT  -          87.452 (meters)     286.92  (feet)  COMP
 BV1206  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BV1206
 BV1206  VERT ORDER  -  SECOND    CLASS II
 BV1206
 BV1206.The horizontal coordinates were scaled from a topographic map and have
 BV1206.an estimated accuracy of +/- 6 seconds.
 BV1206
 BV1206.The orthometric height was determined by differential leveling
 BV1206.and adjusted in May 1996.
 BV1206
 BV1206.The geoid height was determined by GEOID03.
 BV1206
 BV1206.The dynamic height is computed by dividing the NAVD 88
 BV1206.geopotential number by the normal gravity value computed on the
 BV1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1206.degrees latitude (g = 980.6199 gals.).
 BV1206
 BV1206.The modeled gravity was interpolated from observed gravity values.
 BV1206
 BV1206;                    North         East    Units  Estimated Accuracy
 BV1206;SPC MS W     -   231,620.      734,720.      MT  (+/- 180 meters Scaled)
 BV1206
 BV1206                          SUPERSEDED SURVEY CONTROL
 BV1206
 BV1206  NGVD 29 (??/??/92)   87.555  (m)          287.25   (f) ADJ UNCH    2 2
 BV1206
 BV1206.Superseded values are not recommended for survey control.
 BV1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1206.See file dsdata.txt to determine how the superseded data were derived.
 BV1206
 BV1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV184986(NAD 83)
 BV1206_MARKER: DD = SURVEY DISK
 BV1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1206_SP_SET: CULVERT
 BV1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1206
 BV1206  HISTORY     - Date     Condition        Report By
 BV1206  HISTORY     - UNK      MONUMENTED       MSHD
 BV1206  HISTORY     - 1975     GOOD             MSHD
 BV1206  HISTORY     - 1975     GOOD             MSHD
 BV1206
 BV1206                          STATION DESCRIPTION
 BV1206
 BV1206'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1206'2.3 MI SE FROM SILVER CREEK.
 BV1206'THE MARK IS LOCATED 2.3 MILES SOUTHEAST OF SILVER CREEK IN A CULVERT
 BV1206'UNDER U.S. HIGHWAY 84, 0.5 MILE WEST OF THE COMMUNITY OF LUCAS NEAR
 BV1206'THE CENTER OF SECTION 12, T 7N, R 20W.  IT IS 28.5 FEET
 BV1206'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 84, 83 FEET NORTHWEST OF THE
 BV1206'CENTER OF A METAL GATE, 1 FOOT WEST OF A METAL WITNESS POST SET IN A
 BV1206'DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A 6 X 6 FOOT
 BV1206'CONCRETE BOX CULVERT AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE
 BV1206'HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 43
 BV1206'AND U.S. HIGHWAY 84 AT SILVER CREEK GO EAST ON U.S. HIGHWAY 84 FOR 2
 BV1206'MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.3
 BV1206'MILE TO THE MARK ON THE RIGHT.
 BV1206
 BV1206                          STATION RECOVERY (1975)
 BV1206
 BV1206'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1206'THE MARK IS LOCATED 2.3 MILES SOUTHEAST OF SILVER CREEK IN A CULVERT
 BV1206'UNDER U.S. HIGHWAY 84, 0.5 MILE WEST OF THE COMMUNITY OF LUCAS NEAR
 BV1206'THE CENTER OF SECTION 12, T 7N, R 20W.  IT IS 28.5 FEET
 BV1206'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 84, 83 FEET NORTHWEST OF THE
 BV1206'CENTER OF A METAL GATE, 1 FOOT WEST OF A METAL WITNESS POST SET IN A
 BV1206'DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A 6 X 6 FOOT
 BV1206'CONCRETE BOX CULVERT AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE
 BV1206'HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 43
 BV1206'AND U.S. HIGHWAY 84 AT SILVER CREEK GO EAST ON U.S. HIGHWAY 84 FOR 2
 BV1206'MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.3
 BV1206'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1207 ***********************************************************************
 BV1207  DESIGNATION -  84 V 48
 BV1207  PID         -  BV1207
 BV1207  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1207  USGS QUAD   -  PRENTISS WEST (1970)
 BV1207
 BV1207                         *CURRENT SURVEY CONTROL
 BV1207  ___________________________________________________________________
 BV1207* NAD 83(1986)-  31 35 13.     (N)    089 56 55.     (W)     SCALED    
 BV1207* NAVD 88     -       100.215  (meters)     328.79   (feet)  ADJUSTED  
 BV1207  ___________________________________________________________________
 BV1207  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV1207  DYNAMIC HT  -         100.094 (meters)     328.39  (feet)  COMP
 BV1207  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 BV1207
 BV1207  VERT ORDER  -  SECOND    CLASS II
 BV1207
 BV1207.The horizontal coordinates were scaled from a topographic map and have
 BV1207.an estimated accuracy of +/- 6 seconds.
 BV1207
 BV1207.The orthometric height was determined by differential leveling
 BV1207.and adjusted in May 1996.
 BV1207
 BV1207.The geoid height was determined by GEOID03.
 BV1207
 BV1207.The dynamic height is computed by dividing the NAVD 88
 BV1207.geopotential number by the normal gravity value computed on the
 BV1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1207.degrees latitude (g = 980.6199 gals.).
 BV1207
 BV1207.The modeled gravity was interpolated from observed gravity values.
 BV1207
 BV1207;                    North         East    Units  Estimated Accuracy
 BV1207;SPC MS W     -   231,420.      736,510.      MT  (+/- 180 meters Scaled)
 BV1207
 BV1207                          SUPERSEDED SURVEY CONTROL
 BV1207
 BV1207  NGVD 29 (??/??/92)  100.206  (m)          328.76   (f) ADJ UNCH    2 2
 BV1207
 BV1207.Superseded values are not recommended for survey control.
 BV1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1207.See file dsdata.txt to determine how the superseded data were derived.
 BV1207
 BV1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV201984(NAD 83)
 BV1207_MARKER: DD = SURVEY DISK
 BV1207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1207_SP_SET: CULVERT
 BV1207_STAMPING: BM 84V 48 1975
 BV1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1207
 BV1207  HISTORY     - Date     Condition        Report By
 BV1207  HISTORY     - 1975     MONUMENTED       MSHD
 BV1207
 BV1207                          STATION DESCRIPTION
 BV1207
 BV1207'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1207'3.6 MI E FROM SILVER CREEK.
 BV1207'THE MARK IS LOCATED 3.6 MILES EAST OF SILVER CREEK IN A BOX CULVERT
 BV1207'UNDER U.S. HIGHWAY 84, 0.8 MILE EAST OF THE COMMUNITY OF LUCAS, 4.6
 BV1207'MILES WEST-SOUTHWEST OF PRENTISS IN THE SOUTHWEST 1/4 OF THE NORTHEAST
 BV1207'1/4 OF SECTION 7, T 7N, R 19W.  IT IS 23.5 FEET NORTH OF THE CENTER OF
 BV1207'HIGHWAY 84, 45 FEET NORTHWEST OF A POWER LINE CROSSING OF THE HIGHWAY
 BV1207'AT AN ANGLE, 30 FEET SOUTHWEST OF A 24 INCH GUM, 1 FOOT EAST OF A
 BV1207'METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE NORTH
 BV1207'HEADWALL OF A 5 X 6 FOOT CONCRETE BOX CULVERT AND IS ABOUT 6 FEET
 BV1207'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE INTERSECTION
 BV1207'OF STATE HIGHWAY 43 AND U.S. HIGHWAY 84 AT SILVER CREEK GO EAST ON
 BV1207'U.S. HIGHWAY 84 FOR 3.35 MILES TO A SIDE ROAD RIGHT. CONTINUE EAST ON
 BV1207'U.S. HIGHWAY 84 FOR 0.25 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1208 ***********************************************************************
 BV1208  DESIGNATION -  84 V 49
 BV1208  PID         -  BV1208
 BV1208  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1208  USGS QUAD   -  PRENTISS WEST (1970)
 BV1208
 BV1208                         *CURRENT SURVEY CONTROL
 BV1208  ___________________________________________________________________
 BV1208* NAD 83(1986)-  31 35 13.     (N)    089 56 15.     (W)     SCALED    
 BV1208* NAVD 88     -       111.511  (meters)     365.85   (feet)  ADJUSTED  
 BV1208  ___________________________________________________________________
 BV1208  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV1208  DYNAMIC HT  -         111.377 (meters)     365.41  (feet)  COMP
 BV1208  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 BV1208
 BV1208  VERT ORDER  -  SECOND    CLASS II
 BV1208
 BV1208.The horizontal coordinates were scaled from a topographic map and have
 BV1208.an estimated accuracy of +/- 6 seconds.
 BV1208
 BV1208.The orthometric height was determined by differential leveling
 BV1208.and adjusted in May 1996.
 BV1208
 BV1208.The geoid height was determined by GEOID03.
 BV1208
 BV1208.The dynamic height is computed by dividing the NAVD 88
 BV1208.geopotential number by the normal gravity value computed on the
 BV1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1208.degrees latitude (g = 980.6199 gals.).
 BV1208
 BV1208.The modeled gravity was interpolated from observed gravity values.
 BV1208
 BV1208;                    North         East    Units  Estimated Accuracy
 BV1208;SPC MS W     -   231,420.      737,570.      MT  (+/- 180 meters Scaled)
 BV1208
 BV1208                          SUPERSEDED SURVEY CONTROL
 BV1208
 BV1208  NGVD 29 (??/??/92)  111.499  (m)          365.81   (f) ADJ UNCH    2 2
 BV1208
 BV1208.Superseded values are not recommended for survey control.
 BV1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1208.See file dsdata.txt to determine how the superseded data were derived.
 BV1208
 BV1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV212983(NAD 83)
 BV1208_MARKER: DD = SURVEY DISK
 BV1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1208_SP_SET: CULVERT
 BV1208_STAMPING: BM 84V 49 1975
 BV1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1208
 BV1208  HISTORY     - Date     Condition        Report By
 BV1208  HISTORY     - 1975     MONUMENTED       MSHD
 BV1208
 BV1208                          STATION DESCRIPTION
 BV1208
 BV1208'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1208'4.25 MI ESE FROM SILVER CREEK.
 BV1208'THE MARK IS LOCATED 4.25 MILES EAST-SOUTHEAST OF SILVER CREEK IN THE
 BV1208'NORTH HEADWALL OF A CULVERT UNDER U.S. HIGHWAY 84, 0.55 MILE WEST OF A
 BV1208'CROSSROAD, 1.45 MILES EAST OF THE COMMUNITY OF LUCAS IN THE SOUTHWEST
 BV1208'1/4 OF THE NORTHWEST 1/4 OF SECTION 8, T 7N, R 19W.  IT IS 31 FEET
 BV1208'NORTH OF THE CENTER OF HIGHWAY 84, 142.5 FEET EAST OF A POWER POLE,
 BV1208'1.5 FEET EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST
 BV1208'END OF THE NORTH HEADWALL OF A CULVERT UNDER HIGHWAY 84 AND IS ABOUT
 BV1208'10 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1208'INTERSECTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 43 IN SILVER CREEK
 BV1208'GO EAST ON U.S. HIGHWAY 84 FOR 4.15 MILES TO A SIDE ROAD RIGHT.
 BV1208'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1977 ***********************************************************************
 BW1977  DESIGNATION -  84 V 5
 BW1977  PID         -  BW1977
 BW1977  STATE/COUNTY-  MS/FRANKLIN
 BW1977  USGS QUAD   -  EDDICETON (1988)
 BW1977
 BW1977                         *CURRENT SURVEY CONTROL
 BW1977  ___________________________________________________________________
 BW1977* NAD 83(1986)-  31 30 25.     (N)    090 46 36.     (W)     SCALED    
 BW1977* NAVD 88     -        73.216  (meters)     240.21   (feet)  ADJUSTED  
 BW1977  ___________________________________________________________________
 BW1977  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1977  DYNAMIC HT  -          73.127 (meters)     239.92  (feet)  COMP
 BW1977  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 BW1977
 BW1977  VERT ORDER  -  SECOND    CLASS II
 BW1977
 BW1977.The horizontal coordinates were scaled from a topographic map and have
 BW1977.an estimated accuracy of +/- 6 seconds.
 BW1977
 BW1977.The orthometric height was determined by differential leveling
 BW1977.and adjusted in May 1996.
 BW1977
 BW1977.The geoid height was determined by GEOID03.
 BW1977
 BW1977.The dynamic height is computed by dividing the NAVD 88
 BW1977.geopotential number by the normal gravity value computed on the
 BW1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1977.degrees latitude (g = 980.6199 gals.).
 BW1977
 BW1977.The modeled gravity was interpolated from observed gravity values.
 BW1977
 BW1977;                    North         East    Units  Estimated Accuracy
 BW1977;SPC MS W     -   222,570.      657,890.      MT  (+/- 180 meters Scaled)
 BW1977
 BW1977                          SUPERSEDED SURVEY CONTROL
 BW1977
 BW1977  NGVD 29 (??/??/92)   73.287  (m)          240.44   (f) ADJ UNCH    2 2
 BW1977
 BW1977.Superseded values are not recommended for survey control.
 BW1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1977.See file dsdata.txt to determine how the superseded data were derived.
 BW1977
 BW1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ111879(NAD 83)
 BW1977_MARKER: DD = SURVEY DISK
 BW1977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1977_SP_SET: BRIDGE
 BW1977_STAMPING: BM 84V 5 1975
 BW1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1977
 BW1977  HISTORY     - Date     Condition        Report By
 BW1977  HISTORY     - 1975     MONUMENTED       MSHD
 BW1977
 BW1977                          STATION DESCRIPTION
 BW1977
 BW1977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1977'5.1 MI NE FROM BUDE.
 BW1977'THE MARK IS LOCATED 5.1 MILES NORTHEAST OF BUDE IN THE NORTH END OF
 BW1977'THE EAST ABUTMENT OF THE CONCRETE BRIDGE OVER THE HOMOCHITTO RIVER,
 BW1977'0.85 MILE EAST OF THE COMMUNITY OF EDDICETON IN THE NORTHWEST 1/4 OF
 BW1977'THE NORTHEAST 1/4 OF SECTION 11.  IT IS 20 FEET NORTH OF THE CENTER OF
 BW1977'HIGHWAY 84, 111 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 8 FEET
 BW1977'SOUTH OF THE NORTH END OF THE ABUTMENT, 2.5 FEET WEST OF A METAL
 BW1977'WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EAST ABUTMENT
 BW1977'OF A 560 FOOT CONCRETE BRIDGE AND IS ABOUT 4 FEET LOWER THAN THE
 BW1977'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 98
 BW1977'AT THE WEST EDGE OF BUDE GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR
 BW1977'6.4 MILES TO THE EAST END OF THE BRIDGE OVER THE HOMOCHITTO RIVER AND
 BW1977'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1209 ***********************************************************************
 BV1209  DESIGNATION -  84 V 50
 BV1209  PID         -  BV1209
 BV1209  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1209  USGS QUAD   -  PRENTISS WEST (1970)
 BV1209
 BV1209                         *CURRENT SURVEY CONTROL
 BV1209  ___________________________________________________________________
 BV1209* NAD 83(1986)-  31 35 16.     (N)    089 55 38.     (W)     SCALED    
 BV1209* NAVD 88     -       114.515  (meters)     375.70   (feet)  ADJUSTED  
 BV1209  ___________________________________________________________________
 BV1209  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV1209  DYNAMIC HT  -         114.378 (meters)     375.26  (feet)  COMP
 BV1209  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BV1209
 BV1209  VERT ORDER  -  SECOND    CLASS II
 BV1209
 BV1209.The horizontal coordinates were scaled from a topographic map and have
 BV1209.an estimated accuracy of +/- 6 seconds.
 BV1209
 BV1209.The orthometric height was determined by differential leveling
 BV1209.and adjusted in May 1996.
 BV1209
 BV1209.The geoid height was determined by GEOID03.
 BV1209
 BV1209.The dynamic height is computed by dividing the NAVD 88
 BV1209.geopotential number by the normal gravity value computed on the
 BV1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1209.degrees latitude (g = 980.6199 gals.).
 BV1209
 BV1209.The modeled gravity was interpolated from observed gravity values.
 BV1209
 BV1209;                    North         East    Units  Estimated Accuracy
 BV1209;SPC MS W     -   231,520.      738,540.      MT  (+/- 180 meters Scaled)
 BV1209
 BV1209                          SUPERSEDED SURVEY CONTROL
 BV1209
 BV1209  NGVD 29 (??/??/92)  114.500  (m)          375.66   (f) ADJ UNCH    2 2
 BV1209
 BV1209.Superseded values are not recommended for survey control.
 BV1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1209.See file dsdata.txt to determine how the superseded data were derived.
 BV1209
 BV1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV222984(NAD 83)
 BV1209_MARKER: DD = SURVEY DISK
 BV1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1209_SP_SET: CULVERT
 BV1209_STAMPING: BM 84V 50 1975
 BV1209_MARK LOGO: MSHD  
 BV1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1209+STABILITY: SURFACE MOTION
 BV1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1209+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1994
 BV1209
 BV1209  HISTORY     - Date     Condition        Report By
 BV1209  HISTORY     - 1975     MONUMENTED       MSHD
 BV1209  HISTORY     - 19940204 GOOD             NOS
 BV1209
 BV1209                          STATION DESCRIPTION
 BV1209
 BV1209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1209'4.2 MI E FROM PRENTISS.
 BV1209'THE MARK IS LOCATED 4.8 MILES EAST OF SILVER CREEK IN THE HEADWALL OF
 BV1209'A CULVERT AT THE JUNCTION OF A WINGWALL IN THE SOUTHWEST ANGLE OF A
 BV1209'STREET JUNCTION, 4.2 MILES WEST OF PRENTISS IN THE NORTHEAST 1/4 OF
 BV1209'THE SOUTHEAST 1/4 OF SECTION 8, T 7N, R 19W.  IT IS 352.5 FEET SOUTH
 BV1209'OF THE CENTER OF HIGHWAY 84, 16 FEET SOUTH OF THE CENTER OF A BLACK
 BV1209'TOP STREET, 16 FEET WEST OF THE CENTER OF ANOTHER BLACK TOP STREET, 41
 BV1209'FEET WEST OF A POWER POLE WITH GUY WIRES, 44 FEET NORTHEAST OF THE
 BV1209'NORTHEAST CORNER OF A BRICK HOUSE, 29.5 FEET NORTH OF THE PROJECTED
 BV1209'PLANE OF THE NORTH WALL OF THE SAME HOUSE, 1 FOOT SOUTH OF A METAL
 BV1209'WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL
 BV1209'OF A CULVERT AT THE JUNCTION OF A WINGWALL AND IS ABOUT LEVEL WITH THE
 BV1209'STREETS.  NOTE-- TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 43
 BV1209'AND U.S. HIGHWAY 84 AT SILVER CREEK GO EAST ON U.S. HIGHWAY 84 FOR 4.8
 BV1209'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A BLACK TOP ROAD FOR
 BV1209'0.1 MILE TO A SIDE ROAD AND THE MARK ON THE RIGHT. THE MARK ALSO CAN
 BV1209'BE REACHED FROM THE COURTHOUSE IN PRENTISS GO SOUTHWEST ON STATE
 BV1209'HIGHWAY 13 (COLUMBIA AVENUE) FOR 1.2 MILES TO THE INTERSECTION OF U.S.
 BV1209'HIGHWAY 84.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 84 FOR 3.1 MILES
 BV1209'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.1
 BV1209'MILE TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 BV1209
 BV1209                          STATION RECOVERY (1994)
 BV1209
 BV1209'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 BV1209'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1214 ***********************************************************************
 BV1214  DESIGNATION -  84 V 51
 BV1214  PID         -  BV1214
 BV1214  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1214  USGS QUAD   -  PRENTISS WEST (1970)
 BV1214
 BV1214                         *CURRENT SURVEY CONTROL
 BV1214  ___________________________________________________________________
 BV1214* NAD 83(1986)-  31 35 07.     (N)    089 53 42.     (W)     SCALED    
 BV1214* NAVD 88     -       119.052  (meters)     390.59   (feet)  ADJUSTED  
 BV1214  ___________________________________________________________________
 BV1214  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV1214  DYNAMIC HT  -         118.909 (meters)     390.12  (feet)  COMP
 BV1214  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 BV1214
 BV1214  VERT ORDER  -  SECOND    CLASS II
 BV1214
 BV1214.The horizontal coordinates were scaled from a topographic map and have
 BV1214.an estimated accuracy of +/- 6 seconds.
 BV1214
 BV1214.The orthometric height was determined by differential leveling
 BV1214.and adjusted in May 1996.
 BV1214
 BV1214.The geoid height was determined by GEOID03.
 BV1214
 BV1214.The dynamic height is computed by dividing the NAVD 88
 BV1214.geopotential number by the normal gravity value computed on the
 BV1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1214.degrees latitude (g = 980.6199 gals.).
 BV1214
 BV1214.The modeled gravity was interpolated from observed gravity values.
 BV1214
 BV1214;                    North         East    Units  Estimated Accuracy
 BV1214;SPC MS W     -   231,250.      741,600.      MT  (+/- 180 meters Scaled)
 BV1214
 BV1214                          SUPERSEDED SURVEY CONTROL
 BV1214
 BV1214  NGVD 29 (??/??/92)  119.038  (m)          390.54   (f) ADJ UNCH    2 2
 BV1214
 BV1214.Superseded values are not recommended for survey control.
 BV1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1214.See file dsdata.txt to determine how the superseded data were derived.
 BV1214
 BV1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV252981(NAD 83)
 BV1214_MARKER: DD = SURVEY DISK
 BV1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1214_SP_SET: CULVERT
 BV1214_STAMPING: BM 84V 51 1975
 BV1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1214
 BV1214  HISTORY     - Date     Condition        Report By
 BV1214  HISTORY     - 1975     MONUMENTED       MSHD
 BV1214
 BV1214                          STATION DESCRIPTION
 BV1214
 BV1214'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1214'2 MI SW FROM PRENTISS.
 BV1214'THE MARK IS LOCATED 2 MILES SOUTHWEST OF PRENTISS IN THE WEST END OF
 BV1214'THE SOUTH HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT IN THE
 BV1214'NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, T 7N, R 19W.  IT IS
 BV1214'30 FEET SOUTH OF THE CENTER OF THE CAR LANE OF HIGHWAY 84, 1.5 FEET
 BV1214'EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF
 BV1214'THE SOUTH HEADWALL OF A BOX CULVERT UNDER HIGHWAY 84 AND IS ABOUT 10
 BV1214'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1214'COURTHOUSE IN PRENTISS GO SOUTHWEST ON COLUMBIA AVENUE FOR 1.15 MILES
 BV1214'TO THE INTERSECTION OF U.S. HIGHWAY 84.  TURN RIGHT AND GO WEST ON
 BV1214'U.S. HIGHWAY 84 FOR 0.9 MILE TO A CROSSROAD.  CONTINUE WEST ON U.S.
 BV1214'HIGHWAY 84 FOR 0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1215 ***********************************************************************
 BV1215  DESIGNATION -  84 V 52
 BV1215  PID         -  BV1215
 BV1215  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1215  USGS QUAD   -  PRENTISS WEST (1970)
 BV1215
 BV1215                         *CURRENT SURVEY CONTROL
 BV1215  ___________________________________________________________________
 BV1215* NAD 83(1986)-  31 35 13.     (N)    089 52 36.     (W)     SCALED    
 BV1215* NAVD 88     -        94.944  (meters)     311.50   (feet)  ADJUSTED  
 BV1215  ___________________________________________________________________
 BV1215  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV1215  DYNAMIC HT  -          94.830 (meters)     311.12  (feet)  COMP
 BV1215  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BV1215
 BV1215  VERT ORDER  -  SECOND    CLASS II
 BV1215
 BV1215.The horizontal coordinates were scaled from a topographic map and have
 BV1215.an estimated accuracy of +/- 6 seconds.
 BV1215
 BV1215.The orthometric height was determined by differential leveling
 BV1215.and adjusted in May 1996.
 BV1215
 BV1215.The geoid height was determined by GEOID03.
 BV1215
 BV1215.The dynamic height is computed by dividing the NAVD 88
 BV1215.geopotential number by the normal gravity value computed on the
 BV1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1215.degrees latitude (g = 980.6199 gals.).
 BV1215
 BV1215.The modeled gravity was interpolated from observed gravity values.
 BV1215
 BV1215;                    North         East    Units  Estimated Accuracy
 BV1215;SPC MS W     -   231,440.      743,340.      MT  (+/- 180 meters Scaled)
 BV1215
 BV1215                          SUPERSEDED SURVEY CONTROL
 BV1215
 BV1215  NGVD 29 (??/??/92)   94.932  (m)          311.46   (f) ADJ UNCH    2 2
 BV1215
 BV1215.Superseded values are not recommended for survey control.
 BV1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1215.See file dsdata.txt to determine how the superseded data were derived.
 BV1215
 BV1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV270982(NAD 83)
 BV1215_MARKER: DD = SURVEY DISK
 BV1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1215_SP_SET: CULVERT
 BV1215_STAMPING: BM 84V 52 1975
 BV1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1215
 BV1215  HISTORY     - Date     Condition        Report By
 BV1215  HISTORY     - 1975     MONUMENTED       MSHD
 BV1215
 BV1215                          STATION DESCRIPTION
 BV1215
 BV1215'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1215'1.2 MI SW FROM PRENTISS.
 BV1215'THE MARK IS LOCATED 1.2 MILES SOUTHWEST OF PRENTISS IN THE WEST END OF
 BV1215'THE NORTH HEADWALL OF A 10 X 6 FOOT CONCRETE BOX CULVERT UNDER THE
 BV1215'WEST BOUND LANE OF U.S. HIGHWAY 84 BYPASS ABOUT 150 YARDS NORTHEAST OF
 BV1215'THE INTERSECTION OF STATE HIGHWAY 13 IN THE SOUTHEAST 1/4 OF THE
 BV1215'NORTHEAST 1/4 OF SECTION 11, T 7N, R 19W.  IT IS 48 FEET NORTH OF THE
 BV1215'CENTER OF THE WEST BOUND LANE OF HIGHWAY 84, 85 FEET SOUTHEAST OF A
 BV1215'SEWER MAN HOLE, 106 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER
 BV1215'AND A GUY WIRE, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL
 BV1215'HOLE IN THE WEST END OF THE NORTH HEADWALL OF A BOX CULVERT AND IS
 BV1215'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1215'COURTHOUSE IN PRENTISS GO SOUTHWEST ON COLUMBIA AVENUE FOR 1.15 MILES
 BV1215'TO THE INTERSECTION OF U.S. HIGHWAY 84.  TURN LEFT AND GO NORTHEAST ON
 BV1215'U.S. HIGHWAY 84 BYPASS FOR ABOUT 150 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1216 ***********************************************************************
 BV1216  DESIGNATION -  84 V 53
 BV1216  PID         -  BV1216
 BV1216  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1216  USGS QUAD   -  PRENTISS EAST (1970)
 BV1216
 BV1216                         *CURRENT SURVEY CONTROL
 BV1216  ___________________________________________________________________
 BV1216* NAD 83(1986)-  31 35 31.     (N)    089 51 48.     (W)     SCALED    
 BV1216* NAVD 88     -        97.596  (meters)     320.20   (feet)  ADJUSTED  
 BV1216  ___________________________________________________________________
 BV1216  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BV1216  DYNAMIC HT  -          97.478 (meters)     319.81  (feet)  COMP
 BV1216  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BV1216
 BV1216  VERT ORDER  -  SECOND    CLASS II
 BV1216
 BV1216.The horizontal coordinates were scaled from a topographic map and have
 BV1216.an estimated accuracy of +/- 6 seconds.
 BV1216
 BV1216.The orthometric height was determined by differential leveling
 BV1216.and adjusted in May 1996.
 BV1216
 BV1216.The geoid height was determined by GEOID03.
 BV1216
 BV1216.The dynamic height is computed by dividing the NAVD 88
 BV1216.geopotential number by the normal gravity value computed on the
 BV1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1216.degrees latitude (g = 980.6199 gals.).
 BV1216
 BV1216.The modeled gravity was interpolated from observed gravity values.
 BV1216
 BV1216;                    North         East    Units  Estimated Accuracy
 BV1216;SPC MS W     -   232,000.      744,610.      MT  (+/- 180 meters Scaled)
 BV1216
 BV1216                          SUPERSEDED SURVEY CONTROL
 BV1216
 BV1216  NGVD 29 (??/??/92)   97.584  (m)          320.16   (f) ADJ UNCH    2 2
 BV1216
 BV1216.Superseded values are not recommended for survey control.
 BV1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1216.See file dsdata.txt to determine how the superseded data were derived.
 BV1216
 BV1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV283987(NAD 83)
 BV1216_MARKER: DD = SURVEY DISK
 BV1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1216_SP_SET: CULVERT
 BV1216_STAMPING: BM 84V 53 1975
 BV1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1216
 BV1216  HISTORY     - Date     Condition        Report By
 BV1216  HISTORY     - 1975     MONUMENTED       MSHD
 BV1216
 BV1216                          STATION DESCRIPTION
 BV1216
 BV1216'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1216'0.5 MI S FROM PRENTISS.
 BV1216'THE MARK IS LOCATED 0.5 MILE SOUTH OF PRENTISS IN THE SOUTH END OF THE
 BV1216'EAST HEADWALL OF AN 18 X 8 FOOT CONCRETE BOX CULVERT IN THE SOUTH
 BV1216'ANGLE OF THE CROSSING OF THE I.C.R.R. TRACK WITH THE U.S. HIGHWAY 84
 BV1216'BYPASS IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 12, T 7N,
 BV1216'R 19W.  IT IS 54.5 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 84
 BV1216'BYPASS, 135.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF FRONT STREET, 47.5
 BV1216'FEET SOUTH-SOUTHWEST OF THE SOUTH RAIL, 54 FEET SOUTH-SOUTHEAST OF A
 BV1216'CROSSING SIGNAL, 1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL
 BV1216'HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT UNDER
 BV1216'HIGHWAY 84 AND IS ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BV1216'NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO SOUTHWEST ON U.S.
 BV1216'HIGHWAY 84 FOR 0.2 MILE TO THE JUNCTION OF FRONT STREET JUST BEFORE
 BV1216'CROSSING THE I.C.R.R. TRACK.  TURN LEFT AND GO SOUTHEAST ON FRONT
 BV1216'STREET FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY 84 BYPASS AND
 BV1216'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1220 ***********************************************************************
 BV1220  DESIGNATION -  84 V 54
 BV1220  PID         -  BV1220
 BV1220  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1220  USGS QUAD   -  PRENTISS EAST (1970)
 BV1220
 BV1220                         *CURRENT SURVEY CONTROL
 BV1220  ___________________________________________________________________
 BV1220* NAD 83(1986)-  31 36 19.     (N)    089 51 24.     (W)     SCALED    
 BV1220* NAVD 88     -        99.697  (meters)     327.09   (feet)  ADJUSTED  
 BV1220  ___________________________________________________________________
 BV1220  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1220  DYNAMIC HT  -          99.577 (meters)     326.70  (feet)  COMP
 BV1220  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BV1220
 BV1220  VERT ORDER  -  SECOND    CLASS II
 BV1220
 BV1220.The horizontal coordinates were scaled from a topographic map and have
 BV1220.an estimated accuracy of +/- 6 seconds.
 BV1220
 BV1220.The orthometric height was determined by differential leveling
 BV1220.and adjusted in May 1996.
 BV1220
 BV1220.The geoid height was determined by GEOID03.
 BV1220
 BV1220.The dynamic height is computed by dividing the NAVD 88
 BV1220.geopotential number by the normal gravity value computed on the
 BV1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1220.degrees latitude (g = 980.6199 gals.).
 BV1220
 BV1220.The modeled gravity was interpolated from observed gravity values.
 BV1220
 BV1220;                    North         East    Units  Estimated Accuracy
 BV1220;SPC MS W     -   233,480.      745,230.      MT  (+/- 180 meters Scaled)
 BV1220
 BV1220                          SUPERSEDED SURVEY CONTROL
 BV1220
 BV1220  NGVD 29 (??/??/92)   99.686  (m)          327.05   (f) ADJ UNCH    2 2
 BV1220
 BV1220.Superseded values are not recommended for survey control.
 BV1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1220.See file dsdata.txt to determine how the superseded data were derived.
 BV1220
 BV1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA289002(NAD 83)
 BV1220_MARKER: DD = SURVEY DISK
 BV1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1220_SP_SET: CULVERT
 BV1220_STAMPING: BM 84V 54 1975
 BV1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1220
 BV1220  HISTORY     - Date     Condition        Report By
 BV1220  HISTORY     - 1975     MONUMENTED       MSHD
 BV1220
 BV1220                          STATION DESCRIPTION
 BV1220
 BV1220'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1220'0.5 MI NE FROM PRENTISS.
 BV1220'THE MARK IS LOCATED 0.5 MILE NORTHEAST OF PRENTISS IN THE NORTH END OF
 BV1220'THE EAST HEADWALL OF AN 8 X 6 FOOT DOUBLE CONCRETE BOX CULVERT UNDER
 BV1220'THE U.S. HIGHWAY 84 BYPASS IN THE NORTHEAST 1/4 OF SECTION 1, T 7N, R
 BV1220'19W.  IT IS 52 FEET EAST OF THE CENTER OF HIGHWAY 84, 1 FOOT WEST OF A
 BV1220'METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 BV1220'HEADWALL OF A DOUBLE CONCRETE BOX CULVERT UNDER HIGHWAY 84 AND IS
 BV1220'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1220'COURTHOUSE IN PRENTISS GO NORTHEAST ON COLUMBIA AVENUE FOR 0.65 MILE
 BV1220'TO THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84. TURN RIGHT
 BV1220'AND GO SOUTH ON U.S. HIGHWAY 84 BYPASS FOR 0.2 MILE TO THE MARK ON THE
 BV1220'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1221 ***********************************************************************
 BV1221  DESIGNATION -  84 V 55
 BV1221  PID         -  BV1221
 BV1221  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1221  USGS QUAD   -  PRENTISS EAST (1970)
 BV1221
 BV1221                         *CURRENT SURVEY CONTROL
 BV1221  ___________________________________________________________________
 BV1221* NAD 83(1986)-  31 36 49.     (N)    089 50 48.     (W)     SCALED    
 BV1221* NAVD 88     -       102.658  (meters)     336.80   (feet)  ADJUSTED  
 BV1221  ___________________________________________________________________
 BV1221  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1221  DYNAMIC HT  -         102.535 (meters)     336.40  (feet)  COMP
 BV1221  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BV1221
 BV1221  VERT ORDER  -  SECOND    CLASS II
 BV1221
 BV1221.The horizontal coordinates were scaled from a topographic map and have
 BV1221.an estimated accuracy of +/- 6 seconds.
 BV1221
 BV1221.The orthometric height was determined by differential leveling
 BV1221.and adjusted in May 1996.
 BV1221
 BV1221.The geoid height was determined by GEOID03.
 BV1221
 BV1221.The dynamic height is computed by dividing the NAVD 88
 BV1221.geopotential number by the normal gravity value computed on the
 BV1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1221.degrees latitude (g = 980.6199 gals.).
 BV1221
 BV1221.The modeled gravity was interpolated from observed gravity values.
 BV1221
 BV1221;                    North         East    Units  Estimated Accuracy
 BV1221;SPC MS W     -   234,410.      746,180.      MT  (+/- 180 meters Scaled)
 BV1221
 BV1221                          SUPERSEDED SURVEY CONTROL
 BV1221
 BV1221  NGVD 29 (??/??/92)  102.647  (m)          336.77   (f) ADJ UNCH    2 2
 BV1221
 BV1221.Superseded values are not recommended for survey control.
 BV1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1221.See file dsdata.txt to determine how the superseded data were derived.
 BV1221
 BV1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA299011(NAD 83)
 BV1221_MARKER: DD = SURVEY DISK
 BV1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1221_STAMPING: BM 84V 55 1975
 BV1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1221+STABILITY: SURFACE MOTION
 BV1221
 BV1221  HISTORY     - Date     Condition        Report By
 BV1221  HISTORY     - 1975     MONUMENTED       MSHD
 BV1221
 BV1221                          STATION DESCRIPTION
 BV1221
 BV1221'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1221'1.5 MI NE FROM PRENTISS.
 BV1221'THE MARK IS LOCATED 1.5 MILES NORTHEAST OF PRENTISS ON THE SOUTHEAST
 BV1221'ROW OF U.S. HIGHWAY 84 IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
 BV1221'SECTION 31, T 8N, R 18W.  IT IS 46.5 FEET SOUTHEAST OF THE CENTER OF
 BV1221'HIGHWAY 84, 60 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 103 FEET
 BV1221'WEST OF THE WEST CORNER OF THE CARPORT OF A GREY ASBESTOS SIDING
 BV1221'HOUSE, 60.5 FEET NORTHEAST OF A 24 INCH TWIN PECAN, 1.5 FEET SOUTHWEST
 BV1221'OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 1.5 FEET NORTHEAST
 BV1221'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1221'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BV1221'NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO NORTHEAST ON
 BV1221'COLUMBIA AVENUE FOR 0.65 MILE TO THE JUNCTION OF STATE HIGHWAY 13 AND
 BV1221'U.S. HIGHWAY 84.  CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.75 MILE
 BV1221'TO A SIDE ROAD RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.15
 BV1221'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1223 ***********************************************************************
 BV1223  DESIGNATION -  84 V 56
 BV1223  PID         -  BV1223
 BV1223  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1223  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1223
 BV1223                         *CURRENT SURVEY CONTROL
 BV1223  ___________________________________________________________________
 BV1223* NAD 83(1986)-  31 37 38.     (N)    089 49 52.     (W)     SCALED    
 BV1223* NAVD 88     -       109.966  (meters)     360.78   (feet)  ADJUSTED  
 BV1223  ___________________________________________________________________
 BV1223  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1223  DYNAMIC HT  -         109.834 (meters)     360.35  (feet)  COMP
 BV1223  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 BV1223
 BV1223  VERT ORDER  -  SECOND    CLASS II
 BV1223
 BV1223.The horizontal coordinates were scaled from a topographic map and have
 BV1223.an estimated accuracy of +/- 6 seconds.
 BV1223
 BV1223.The orthometric height was determined by differential leveling
 BV1223.and adjusted in May 1996.
 BV1223
 BV1223.The geoid height was determined by GEOID03.
 BV1223
 BV1223.The dynamic height is computed by dividing the NAVD 88
 BV1223.geopotential number by the normal gravity value computed on the
 BV1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1223.degrees latitude (g = 980.6199 gals.).
 BV1223
 BV1223.The modeled gravity was interpolated from observed gravity values.
 BV1223
 BV1223;                    North         East    Units  Estimated Accuracy
 BV1223;SPC MS W     -   235,930.      747,650.      MT  (+/- 180 meters Scaled)
 BV1223
 BV1223                          SUPERSEDED SURVEY CONTROL
 BV1223
 BV1223  NGVD 29 (??/??/92)  109.956  (m)          360.75   (f) ADJ UNCH    2 2
 BV1223
 BV1223.Superseded values are not recommended for survey control.
 BV1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1223.See file dsdata.txt to determine how the superseded data were derived.
 BV1223
 BV1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA314025(NAD 83)
 BV1223_MARKER: DD = SURVEY DISK
 BV1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1223_SP_SET: CULVERT
 BV1223_STAMPING: BM 84V 56 1975
 BV1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1223
 BV1223  HISTORY     - Date     Condition        Report By
 BV1223  HISTORY     - 1975     MONUMENTED       MSHD
 BV1223
 BV1223                          STATION DESCRIPTION
 BV1223
 BV1223'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1223'2.7 MI NE FROM PRENTISS.
 BV1223'THE MARK IS LOCATED 2.7 MILES NORTHEAST OF PRENTISS IN THE NORTHEAST
 BV1223'END OF THE NORTHWEST HEADWALL OF A 4 X 3 FOOT CONCRETE BOX CULVERT IN
 BV1223'THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 29, T 8N, R 18 W. IT
 BV1223'IS 22 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84, 1 FOOT SOUTHWEST OF
 BV1223'A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 BV1223'NORTHWEST HEADWALL OF A 4 X 3 FOOT BOX CULVERT AND IS ABOUT 4 FEET
 BV1223'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 BV1223'IN PRENTISS GO NORTHEAST ON COLUMBIA AVENUE FOR 0.65 MILE TO THE
 BV1223'JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84.  CONTINUE NORTHEAST
 BV1223'ON U.S. HIGHWAY 84 FOR 1.8 MILES TO A CROSSROAD.  CONTINUE NORTHEAST
 BV1223'ON U.S. HIGHWAY 84 FOR 0.35 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1224 ***********************************************************************
 BV1224  DESIGNATION -  84 V 57
 BV1224  PID         -  BV1224
 BV1224  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1224  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1224
 BV1224                         *CURRENT SURVEY CONTROL
 BV1224  ___________________________________________________________________
 BV1224* NAD 83(1986)-  31 38 01.     (N)    089 49 14.     (W)     SCALED    
 BV1224* NAVD 88     -       105.134  (meters)     344.93   (feet)  ADJUSTED  
 BV1224  ___________________________________________________________________
 BV1224  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BV1224  DYNAMIC HT  -         105.008 (meters)     344.51  (feet)  COMP
 BV1224  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 BV1224
 BV1224  VERT ORDER  -  SECOND    CLASS II
 BV1224
 BV1224.The horizontal coordinates were scaled from a topographic map and have
 BV1224.an estimated accuracy of +/- 6 seconds.
 BV1224
 BV1224.The orthometric height was determined by differential leveling
 BV1224.and adjusted in May 1996.
 BV1224
 BV1224.The geoid height was determined by GEOID03.
 BV1224
 BV1224.The dynamic height is computed by dividing the NAVD 88
 BV1224.geopotential number by the normal gravity value computed on the
 BV1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1224.degrees latitude (g = 980.6199 gals.).
 BV1224
 BV1224.The modeled gravity was interpolated from observed gravity values.
 BV1224
 BV1224;                    North         East    Units  Estimated Accuracy
 BV1224;SPC MS W     -   236,640.      748,640.      MT  (+/- 180 meters Scaled)
 BV1224
 BV1224                          SUPERSEDED SURVEY CONTROL
 BV1224
 BV1224  NGVD 29 (??/??/92)  105.124  (m)          344.89   (f) ADJ UNCH    2 2
 BV1224
 BV1224.Superseded values are not recommended for survey control.
 BV1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1224.See file dsdata.txt to determine how the superseded data were derived.
 BV1224
 BV1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA324032(NAD 83)
 BV1224_MARKER: DD = SURVEY DISK
 BV1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1224_SP_SET: CULVERT
 BV1224_STAMPING: BM 84V 57 1975
 BV1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1224
 BV1224  HISTORY     - Date     Condition        Report By
 BV1224  HISTORY     - 1975     MONUMENTED       MSHD
 BV1224
 BV1224                          STATION DESCRIPTION
 BV1224
 BV1224'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1224'3.4 MI NE FROM PRENTISS.
 BV1224'THE MARK IS LOCATED 3.4 MILES NORTHEAST OF THE CENTER OF PRENTISS IN
 BV1224'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE BOX CULVERT
 BV1224'UNDER U.S. HIGHWAY 84, 2.1 MILES SOUTHWEST OF THE CROSSROAD AT MT.
 BV1224'CARMEL IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 28, T 8N,
 BV1224'R 18W.  IT IS 21.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84, 79 FEET
 BV1224'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE, 1 FOOT
 BV1224'NORTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHWEST
 BV1224'END OF THE NORTHWEST HEADWALL OF A 6 X 4 FOOT CONCRETE BOX CULVERT AND
 BV1224'IS ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 BV1224'THE COURTHOUSE IN PRENTISS GO NORTHEAST ON COLUMBIA AVENUE FOR 0.65
 BV1224'MILE TO THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84. CONTINUE
 BV1224'NORTHEAST ON U.S. HIGHWAY 84 FOR 1.8 MILES TO A CROSSROAD. CONTINUE
 BV1224'NORTHEAST ON U.S. HIGHWAY 84 FOR 1.1 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1225 ***********************************************************************
 BV1225  DESIGNATION -  84 V 58
 BV1225  PID         -  BV1225
 BV1225  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1225  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1225
 BV1225                         *CURRENT SURVEY CONTROL
 BV1225  ___________________________________________________________________
 BV1225* NAD 83(1986)-  31 38 25.     (N)    089 48 15.     (W)     SCALED    
 BV1225* NAVD 88     -       122.708  (meters)     402.58   (feet)  ADJUSTED  
 BV1225  ___________________________________________________________________
 BV1225  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1225  DYNAMIC HT  -         122.560 (meters)     402.10  (feet)  COMP
 BV1225  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BV1225
 BV1225  VERT ORDER  -  SECOND    CLASS II
 BV1225
 BV1225.The horizontal coordinates were scaled from a topographic map and have
 BV1225.an estimated accuracy of +/- 6 seconds.
 BV1225
 BV1225.The orthometric height was determined by differential leveling
 BV1225.and adjusted in May 1996.
 BV1225
 BV1225.The geoid height was determined by GEOID03.
 BV1225
 BV1225.The dynamic height is computed by dividing the NAVD 88
 BV1225.geopotential number by the normal gravity value computed on the
 BV1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1225.degrees latitude (g = 980.6199 gals.).
 BV1225
 BV1225.The modeled gravity was interpolated from observed gravity values.
 BV1225
 BV1225;                    North         East    Units  Estimated Accuracy
 BV1225;SPC MS W     -   237,390.      750,200.      MT  (+/- 180 meters Scaled)
 BV1225
 BV1225                          SUPERSEDED SURVEY CONTROL
 BV1225
 BV1225  NGVD 29 (??/??/92)  122.697  (m)          402.55   (f) ADJ UNCH    2 2
 BV1225
 BV1225.Superseded values are not recommended for survey control.
 BV1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1225.See file dsdata.txt to determine how the superseded data were derived.
 BV1225
 BV1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA340039(NAD 83)
 BV1225_MARKER: DD = SURVEY DISK
 BV1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1225_STAMPING: BM 84V 58 1975
 BV1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1225+STABILITY: SURFACE MOTION
 BV1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1225+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 BV1225
 BV1225  HISTORY     - Date     Condition        Report By
 BV1225  HISTORY     - 1975     MONUMENTED       MSHD
 BV1225  HISTORY     - 20040319 GOOD             DUNGAN
 BV1225
 BV1225                          STATION DESCRIPTION
 BV1225
 BV1225'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1225'4.5 MI NE FROM PRENTISS.
 BV1225'THE MARK IS LOCATED 4.5 MILES NORTHEAST OF THE CENTER OF PRENTISS AT
 BV1225'THE SOUTHEAST CORNER OF A CEMETERY AT THE JUNCTION OF A GRAVELED ROAD
 BV1225'LEADING WEST, 1 MILE WEST OF THE CROSSROAD AT MT. CARMEL IN THE
 BV1225'SOUTHWEST 1/4 OF SECTION 22, T 8N, R 18W.  IT IS 76 FEET NORTHWEST OF
 BV1225'THE CENTER OF HIGHWAY 84, 26 FEET NORTH OF THE CENTER OF A GRAVELED
 BV1225'ROAD, 117.5 FEET WEST OF A POWER POLE, 73 FEET SOUTH-SOUTHEAST OF A
 BV1225'LONE CEDAR INSIDE THE CEMETERY, 1.5 FEET SOUTHEAST OF THE SOUTHEAST
 BV1225'CORNER OF THE CEMETERY, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN
 BV1225'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL
 BV1225'OF THE HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE
 BV1225'COURTHOUSE IN PRENTISS GO NORTHEAST ON COLUMBIA AVENUE FOR 0.65 MILE
 BV1225'TO THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84.  CONTINUE
 BV1225'NORTHEAST ON U.S. HIGHWAY 84 FOR 4 MILES TO AN ANGLING SIDE ROAD AND
 BV1225'THE MARK ON THE LEFT.
 BV1225
 BV1225                          STATION RECOVERY (2004)
 BV1225
 BV1225'RECOVERY NOTE BY DUNGAN ENGINEERING 2004 (NB)
 BV1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1228 ***********************************************************************
 BV1228  DESIGNATION -  84 V 59
 BV1228  PID         -  BV1228
 BV1228  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1228  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1228
 BV1228                         *CURRENT SURVEY CONTROL
 BV1228  ___________________________________________________________________
 BV1228* NAD 83(1986)-  31 38 25.     (N)    089 46 24.     (W)     SCALED    
 BV1228* NAVD 88     -       134.148  (meters)     440.12   (feet)  ADJUSTED  
 BV1228  ___________________________________________________________________
 BV1228  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1228  DYNAMIC HT  -         133.987 (meters)     439.59  (feet)  COMP
 BV1228  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 BV1228
 BV1228  VERT ORDER  -  SECOND    CLASS II
 BV1228
 BV1228.The horizontal coordinates were scaled from a topographic map and have
 BV1228.an estimated accuracy of +/- 6 seconds.
 BV1228
 BV1228.The orthometric height was determined by differential leveling
 BV1228.and adjusted in May 1996.
 BV1228
 BV1228.The geoid height was determined by GEOID03.
 BV1228
 BV1228.The dynamic height is computed by dividing the NAVD 88
 BV1228.geopotential number by the normal gravity value computed on the
 BV1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1228.degrees latitude (g = 980.6199 gals.).
 BV1228
 BV1228.The modeled gravity was interpolated from observed gravity values.
 BV1228
 BV1228;                    North         East    Units  Estimated Accuracy
 BV1228;SPC MS W     -   237,400.      753,120.      MT  (+/- 180 meters Scaled)
 BV1228
 BV1228                          SUPERSEDED SURVEY CONTROL
 BV1228
 BV1228  NGVD 29 (??/??/92)  134.138  (m)          440.08   (f) ADJ UNCH    2 2
 BV1228
 BV1228.Superseded values are not recommended for survey control.
 BV1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1228.See file dsdata.txt to determine how the superseded data were derived.
 BV1228
 BV1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA369039(NAD 83)
 BV1228_MARKER: DD = SURVEY DISK
 BV1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1228_STAMPING: BM 84V 59 1975
 BV1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1228+STABILITY: SURFACE MOTION
 BV1228
 BV1228  HISTORY     - Date     Condition        Report By
 BV1228  HISTORY     - 1975     MONUMENTED       MSHD
 BV1228
 BV1228                          STATION DESCRIPTION
 BV1228
 BV1228'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1228'6.65 MI NE FROM PRENTISS.
 BV1228'THE MARK IS LOCATED 6.65 MILES NORTHEAST OF PRENTISS ON THE NORTH ROW
 BV1228'OF U.S. HIGHWAY 84 ABOUT 75 YARDS WEST OF BRINSON GROCERY, 1.1 MILES
 BV1228'WEST OF THE COVINGTON-JEFFERSON DAVIS COUNTY LINE IN THE NORTHEAST 1/4
 BV1228'OF THE SOUTHEAST 1/4 OF SECTION 23, T 8N, R 18W.  IT IS 59 FEET NORTH
 BV1228'OF THE CENTER OF HIGHWAY 84, 95 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BV1228'CORNER OF THE STORE, 125 FEET WEST OF A POWER POLE WITH A MAIL BOX ON
 BV1228'IT, 67 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRE,
 BV1228'11.5 FEET SOUTHWEST OF A POLE WITH A LAMP ON IT, 10 FEET NORTHEAST OF
 BV1228'A ROW MARKER, 6 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF
 BV1228'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3
 BV1228'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BV1228'NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO NORTHEAST ON STATE
 BV1228'HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.65 MILE TO A FORK JUST BEFORE
 BV1228'REACHING THE U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT FORK AND GO
 BV1228'NORTHEAST ON U.S. HIGHWAY 84 FOR 5.55 MILES TO A SIDE ROAD LEFT.
 BV1228'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.45 MILE TO THE MARK ON THE
 BV1228'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1978 ***********************************************************************
 BW1978  CBN         -  This is a Cooperative Base Network Control Station.
 BW1978  DESIGNATION -  84 V 6
 BW1978  PID         -  BW1978
 BW1978  STATE/COUNTY-  MS/FRANKLIN
 BW1978  USGS QUAD   -  EDDICETON (1988)
 BW1978
 BW1978                         *CURRENT SURVEY CONTROL
 BW1978  ___________________________________________________________________
 BW1978* NAD 83(2007)-  31 30 21.18234(N)    090 45 48.14688(W)     ADJUSTED  
 BW1978* NAVD 88     -        86.213  (meters)     282.85   (feet)  ADJUSTED  
 BW1978  ___________________________________________________________________
 BW1978  EPOCH DATE  -        2002.00
 BW1978  X           -     -72,516.310 (meters)                     COMP
 BW1978  Y           -  -5,442,459.290 (meters)                     COMP
 BW1978  Z           -   3,313,874.659 (meters)                     COMP
 BW1978  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BW1978  ELLIP HEIGHT-          60.070 (meters)          (02/10/07) ADJUSTED
 BW1978  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1978  DYNAMIC HT  -          86.107 (meters)     282.50  (feet)  COMP
 BW1978
 BW1978  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW1978  Type    PID    Designation                      North   East  Ellip
 BW1978  -------------------------------------------------------------------
 BW1978  NETWORK BW1978 84 V 6                            0.78   0.74   3.10
 BW1978  -------------------------------------------------------------------
 BW1978  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BW1978
 BW1978  VERT ORDER  -  SECOND    CLASS II
 BW1978
 BW1978.The horizontal coordinates were established by GPS observations
 BW1978.and adjusted by the National Geodetic Survey in February 2007.
 BW1978
 BW1978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW1978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW1978.The horizontal coordinates are valid at the epoch date displayed above.
 BW1978.The epoch date for horizontal control is a decimal equivalence
 BW1978.of Year/Month/Day.
 BW1978
 BW1978.The orthometric height was determined by differential leveling
 BW1978.and adjusted in May 1996.
 BW1978
 BW1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW1978
 BW1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1978
 BW1978.The ellipsoidal height was determined by GPS observations
 BW1978.and is referenced to NAD 83.
 BW1978
 BW1978.The geoid height was determined by GEOID03.
 BW1978
 BW1978.The dynamic height is computed by dividing the NAVD 88
 BW1978.geopotential number by the normal gravity value computed on the
 BW1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1978.degrees latitude (g = 980.6199 gals.).
 BW1978
 BW1978.The modeled gravity was interpolated from observed gravity values.
 BW1978
 BW1978;                    North         East     Units Scale Factor Converg.
 BW1978;SPC MS W     -   222,443.337   659,149.552   MT  0.99997057   -0 13 29.1
 BW1978;SPC MS W     -   729,799.51  2,162,559.82   sFT  0.99997057   -0 13 29.1
 BW1978;UTM  15      - 3,487,836.057   712,411.021   MT  1.00015652   +1 10 09.4
 BW1978
 BW1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1978!SPC MS W     -   0.99999057  x   0.99997057  =   0.99996114
 BW1978!UTM  15      -   0.99999057  x   1.00015652  =   1.00014709
 BW1978
 BW1978                          SUPERSEDED SURVEY CONTROL
 BW1978
 BW1978  ELLIP H (04/15/02)   60.072  (m)                       GP(       ) 4 2
 BW1978  NAD 83(1993)-  31 30 21.18199(N)    090 45 48.14659(W) AD(       ) B
 BW1978  ELLIP H (02/15/02)   60.071  (m)                       GP(       ) 4 1
 BW1978  NAVD 88 (02/15/02)   86.21   (m)          282.8    (f) LEVELING    3  
 BW1978  NGVD 29 (??/??/92)   86.282  (m)          283.08   (f) ADJ UNCH    2 2
 BW1978
 BW1978.Superseded values are not recommended for survey control.
 BW1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1978.See file dsdata.txt to determine how the superseded data were derived.
 BW1978
 BW1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1241187836(NAD 83)
 BW1978_MARKER: DD = SURVEY DISK
 BW1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1978_STAMPING: BM 84V 6 1975
 BW1978_MARK LOGO: MSHD  
 BW1978_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1978+STABILITY: SURFACE MOTION
 BW1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1978+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 BW1978
 BW1978  HISTORY     - Date     Condition        Report By
 BW1978  HISTORY     - 1975     MONUMENTED       MSHD
 BW1978  HISTORY     - 20000606 GOOD             NGS
 BW1978  HISTORY     - 20031203 GOOD             JCLS
 BW1978
 BW1978                          STATION DESCRIPTION
 BW1978
 BW1978'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1978'6 MI NE FROM BUDE.
 BW1978'THE MARK IS LOCATED 6 MILES NORTHEAST OF BUDE ON THE NORTH ROW OF U.S.
 BW1978'HIGHWAY 84, 1.7 MILES EAST OF THE COMMUNITY OF EDDICETON IN THE
 BW1978'NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 12, T 6N, R 4E.  IT IS
 BW1978'50 FEET NORTH OF THE CENTER OF HIGHWAY 84, 345 FEET WEST OF THE CENTER
 BW1978'OF A PRIVATE ROAD ON THE WEST SIDE OF A PRIVATE DRIVE, 200 FEET
 BW1978'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BOX CULVERT UNDER HIGHWAY
 BW1978'84, 2.5 FEET EAST OF A ROW MARKER, 2 FEET SOUTH OF A FENCE, 1 FOOT
 BW1978'WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BW1978'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH. NOTE--
 BW1978'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE
 BW1978'OF BUDE GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 6.4 MILES TO THE
 BW1978'EAST END OF THE BRIDGE OVER THE HOMOCHITTO RIVER. CONTINUE EAST ON
 BW1978'U.S. HIGHWAY 84 FOR 0.85 MILE TO THE MARK ON THE LEFT.
 BW1978
 BW1978                          STATION RECOVERY (2000)
 BW1978
 BW1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW1978'RECOVERED AS UPDATED HERE.  THE STATION IS 50 NORTH OF THE CENTER OF
 BW1978'THE WESTBOUND LANES OF US 84.  IT IS ABOUT 0.95 MI (1.53 KM) WEST OF
 BW1978'THE GRIFFIN QUICK STOP ON US 84, 8.0 MI (12.9 KM) WEST OF THE
 BW1978'FRANKLIN/LINCOLN COUNTY LINE, AND 17.5 MI (28.2 KM) WEST ON US 84 FROM
 BW1978'THE I-55 EXIT NO. 38, US 84.  THE REFERENCED FENCE IS GONE.
 BW1978
 BW1978                          STATION RECOVERY (2003)
 BW1978
 BW1978'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BW1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1229 ***********************************************************************
 BV1229  DESIGNATION -  84 V 60
 BV1229  PID         -  BV1229
 BV1229  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1229  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1229
 BV1229                         *CURRENT SURVEY CONTROL
 BV1229  ___________________________________________________________________
 BV1229* NAD 83(1986)-  31 38 19.     (N)    089 45 24.     (W)     SCALED    
 BV1229* NAVD 88     -       106.460  (meters)     349.28   (feet)  ADJUSTED  
 BV1229  ___________________________________________________________________
 BV1229  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1229  DYNAMIC HT  -         106.333 (meters)     348.86  (feet)  COMP
 BV1229  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BV1229
 BV1229  VERT ORDER  -  SECOND    CLASS II
 BV1229
 BV1229.The horizontal coordinates were scaled from a topographic map and have
 BV1229.an estimated accuracy of +/- 6 seconds.
 BV1229
 BV1229.The orthometric height was determined by differential leveling
 BV1229.and adjusted in May 1996.
 BV1229
 BV1229.The geoid height was determined by GEOID03.
 BV1229
 BV1229.The dynamic height is computed by dividing the NAVD 88
 BV1229.geopotential number by the normal gravity value computed on the
 BV1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1229.degrees latitude (g = 980.6199 gals.).
 BV1229
 BV1229.The modeled gravity was interpolated from observed gravity values.
 BV1229
 BV1229;                    North         East    Units  Estimated Accuracy
 BV1229;SPC MS W     -   237,220.      754,700.      MT  (+/- 180 meters Scaled)
 BV1229
 BV1229                          SUPERSEDED SURVEY CONTROL
 BV1229
 BV1229  NGVD 29 (??/??/92)  106.451  (m)          349.25   (f) ADJ UNCH    2 2
 BV1229
 BV1229.Superseded values are not recommended for survey control.
 BV1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1229.See file dsdata.txt to determine how the superseded data were derived.
 BV1229
 BV1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA385036(NAD 83)
 BV1229_MARKER: DD = SURVEY DISK
 BV1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1229_STAMPING: BM 84V 60 1975
 BV1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1229+STABILITY: SURFACE MOTION
 BV1229
 BV1229  HISTORY     - Date     Condition        Report By
 BV1229  HISTORY     - 1975     MONUMENTED       MSHD
 BV1229
 BV1229                          STATION DESCRIPTION
 BV1229
 BV1229'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1229'7.45 MI NE FROM PRENTISS.
 BV1229'THE MARK IS LOCATED 7.45 MILES NORTHEAST OF PRENTISS ON THE SOUTH ROW
 BV1229'OF U.S. HIGHWAY 84, 0.3 MILE WEST OF THE COVINGTON-JEFFERSON DAVIS
 BV1229'COUNTY LINE, 1.2 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 35 IN
 BV1229'THE SOUTHEAST 1/4 OF SECTION 24, T 8N, R 18W.  IT IS 100 FEET SOUTH OF
 BV1229'THE CENTER OF U.S. HIGHWAY 84, 72 FEET NORTH-NORTHEAST OF THE
 BV1229'NORTHEAST CORNER OF A BRICK HOUSE, 28.5 FEET EAST OF THE PROJECTED
 BV1229'PLANE OF THE EAST WALL OF THE SAME HOUSE, 33.5 FEET WEST OF A 12 INCH
 BV1229'CYPRESS, 1.5 FEET SOUTHEAST OF POLE NO. T 178 24 D8, 1 FOOT NORTHWEST
 BV1229'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1229'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BV1229'GROUND.  NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO NORTHEAST
 BV1229'ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.65 MILE TO A FORK JUST
 BV1229'BEFORE REACHING THE U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT FORK AND
 BV1229'GO NORTHEAST ON U.S. HIGHWAY 84 FOR 5.55 MILES TO A SIDE ROAD LEFT.
 BV1229'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 1.25 MILES TO THE MARK ON THE
 BV1229'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1231 ***********************************************************************
 BV1231  DESIGNATION -  84 V 61
 BV1231  PID         -  BV1231
 BV1231  STATE/COUNTY-  MS/COVINGTON
 BV1231  USGS QUAD   -  LONE STAR (1982)
 BV1231
 BV1231                         *CURRENT SURVEY CONTROL
 BV1231  ___________________________________________________________________
 BV1231* NAD 83(1986)-  31 38 07.     (N)    089 44 36.     (W)     SCALED    
 BV1231* NAVD 88     -       125.965  (meters)     413.27   (feet)  ADJUSTED  
 BV1231  ___________________________________________________________________
 BV1231  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BV1231  DYNAMIC HT  -         125.814 (meters)     412.77  (feet)  COMP
 BV1231  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 BV1231
 BV1231  VERT ORDER  -  SECOND    CLASS II
 BV1231
 BV1231.The horizontal coordinates were scaled from a topographic map and have
 BV1231.an estimated accuracy of +/- 6 seconds.
 BV1231
 BV1231.The orthometric height was determined by differential leveling
 BV1231.and adjusted in May 1996.
 BV1231
 BV1231.The geoid height was determined by GEOID03.
 BV1231
 BV1231.The dynamic height is computed by dividing the NAVD 88
 BV1231.geopotential number by the normal gravity value computed on the
 BV1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1231.degrees latitude (g = 980.6199 gals.).
 BV1231
 BV1231.The modeled gravity was interpolated from observed gravity values.
 BV1231
 BV1231;                    North         East    Units  Estimated Accuracy
 BV1231;SPC MS E     -   237,070.      213,680.      MT  (+/- 180 meters Scaled)
 BV1231
 BV1231                          SUPERSEDED SURVEY CONTROL
 BV1231
 BV1231  NGVD 29 (??/??/92)  125.956  (m)          413.24   (f) ADJ UNCH    2 2
 BV1231
 BV1231.Superseded values are not recommended for survey control.
 BV1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1231.See file dsdata.txt to determine how the superseded data were derived.
 BV1231
 BV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA398032(NAD 83)
 BV1231_MARKER: DD = SURVEY DISK
 BV1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1231_STAMPING: BM 84V 61 1975
 BV1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1231+STABILITY: SURFACE MOTION
 BV1231
 BV1231  HISTORY     - Date     Condition        Report By
 BV1231  HISTORY     - 1975     MONUMENTED       MSHD
 BV1231
 BV1231                          STATION DESCRIPTION
 BV1231
 BV1231'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1231'8.45 MI ENE FROM PRENTISS.
 BV1231'THE MARK IS LOCATED 8.45 MILES EAST-NORTHEAST OF PRENTISS BY A ROW
 BV1231'MARKER ON THE SOUTH ROW OF U.S. HIGHWAY 84, 0.2 MILE WEST OF THE
 BV1231'INTERSECTION OF STATE HIGHWAY 35 IN THE SOUTHWEST ANGLE OF THE
 BV1231'JUNCTION OF A PRIVATE DRIVE, 0.7 MILE EAST OF THE COVINGTON-JEFFERSON
 BV1231'DAVIS COUNTY LINE IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
 BV1231'19, T 8N, R 17W.  IT IS 49.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 BV1231'84, 29 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 41 FEET WEST OF A
 BV1231'TELEPHONE CABLE JUNCTION BOX, 18 FEET WEST OF A FENCE CORNER, 1 FOOT
 BV1231'NORTHWEST OF A ROW MARKER, 1 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 BV1231'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1
 BV1231'FOOT BELOW THE LEVEL OF THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 BV1231'INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO NORTHEAST
 BV1231'ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.65 MILE TO A FORK JUST
 BV1231'BEFORE REACHING THE U.S. HIGHWAY 84 BYPASS. TAKE THE RIGHT FORK AND GO
 BV1231'NORTHEAST ON U.S. HIGHWAY 84 FOR 7.2 MILES TO THE BRIDGE OVER BOWIE
 BV1231'CREEK.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.6 MILE TO THE MARK ON
 BV1231'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1232 ***********************************************************************
 BV1232  DESIGNATION -  84 V 62
 BV1232  PID         -  BV1232
 BV1232  STATE/COUNTY-  MS/COVINGTON
 BV1232  USGS QUAD   -  LONE STAR (1982)
 BV1232
 BV1232                         *CURRENT SURVEY CONTROL
 BV1232  ___________________________________________________________________
 BV1232* NAD 83(1986)-  31 38 01.     (N)    089 43 30.     (W)     SCALED    
 BV1232* NAVD 88     -       109.556  (meters)     359.44   (feet)  ADJUSTED  
 BV1232  ___________________________________________________________________
 BV1232  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BV1232  DYNAMIC HT  -         109.425 (meters)     359.01  (feet)  COMP
 BV1232  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 BV1232
 BV1232  VERT ORDER  -  SECOND    CLASS II
 BV1232
 BV1232.The horizontal coordinates were scaled from a topographic map and have
 BV1232.an estimated accuracy of +/- 6 seconds.
 BV1232
 BV1232.The orthometric height was determined by differential leveling
 BV1232.and adjusted in May 1996.
 BV1232
 BV1232.The geoid height was determined by GEOID03.
 BV1232
 BV1232.The dynamic height is computed by dividing the NAVD 88
 BV1232.geopotential number by the normal gravity value computed on the
 BV1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1232.degrees latitude (g = 980.6199 gals.).
 BV1232
 BV1232.The modeled gravity was interpolated from observed gravity values.
 BV1232
 BV1232;                    North         East    Units  Estimated Accuracy
 BV1232;SPC MS E     -   236,870.      215,410.      MT  (+/- 180 meters Scaled)
 BV1232
 BV1232                          SUPERSEDED SURVEY CONTROL
 BV1232
 BV1232  NGVD 29 (??/??/92)  109.549  (m)          359.41   (f) ADJ UNCH    2 2
 BV1232
 BV1232.Superseded values are not recommended for survey control.
 BV1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1232.See file dsdata.txt to determine how the superseded data were derived.
 BV1232
 BV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA415030(NAD 83)
 BV1232_MARKER: DD = SURVEY DISK
 BV1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1232_STAMPING: BM 84V 62 1975
 BV1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1232+STABILITY: SURFACE MOTION
 BV1232
 BV1232  HISTORY     - Date     Condition        Report By
 BV1232  HISTORY     - 1975     MONUMENTED       MSHD
 BV1232
 BV1232                          STATION DESCRIPTION
 BV1232
 BV1232'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1232'9.65 MI ENE FROM PRENTISS.
 BV1232'THE MARK IS LOCATED 9.65 MILES EAST-NORTHEAST OF PRENTISS ON THE SOUTH
 BV1232'ROW OF U.S. HIGHWAY 84 ABOUT 150 YARDS WEST OF A BLACK TOP ROAD
 BV1232'LEADING SOUTH, 1.9 MILES EAST OF THE COVINGTON-JEFFERSON DAVIS COUNTY
 BV1232'LINE IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 29, T 8N, R
 BV1232'17W.  IT IS 47.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 84, 78 FEET
 BV1232'WEST OF THE CENTER OF A GRAVELED DRIVEWAY LEADING SOUTH TO A FRAME
 BV1232'HOUSE, 179 FEET NORTHWEST OF POLE NO. 16529 09, 3.5 FEET NORTHWEST OF
 BV1232'A FENCE CORNER, 3.5 FEET NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX,
 BV1232'2 FEET NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 BV1232'THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BV1232'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 BV1232'PRENTISS GO NORTHEAST ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.65
 BV1232'MILE TO A FORK JUST BEFORE REACHING THE U.S. HIGHWAY 84 BYPASS.
 BV1232'CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 8 MILES TO THE INTERSECTION
 BV1232'OF STATE HIGHWAY 35.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 1 MILE TO
 BV1232'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1233 ***********************************************************************
 BV1233  DESIGNATION -  84 V 63
 BV1233  PID         -  BV1233
 BV1233  STATE/COUNTY-  MS/COVINGTON
 BV1233  USGS QUAD   -  LONE STAR (1982)
 BV1233
 BV1233                         *CURRENT SURVEY CONTROL
 BV1233  ___________________________________________________________________
 BV1233* NAD 83(1986)-  31 38 01.     (N)    089 42 24.     (W)     SCALED    
 BV1233* NAVD 88     -       142.446  (meters)     467.34   (feet)  ADJUSTED  
 BV1233  ___________________________________________________________________
 BV1233  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BV1233  DYNAMIC HT  -         142.276 (meters)     466.78  (feet)  COMP
 BV1233  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 BV1233
 BV1233  VERT ORDER  -  SECOND    CLASS II
 BV1233
 BV1233.The horizontal coordinates were scaled from a topographic map and have
 BV1233.an estimated accuracy of +/- 6 seconds.
 BV1233
 BV1233.The orthometric height was determined by differential leveling
 BV1233.and adjusted in May 1996.
 BV1233
 BV1233.The geoid height was determined by GEOID03.
 BV1233
 BV1233.The dynamic height is computed by dividing the NAVD 88
 BV1233.geopotential number by the normal gravity value computed on the
 BV1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1233.degrees latitude (g = 980.6199 gals.).
 BV1233
 BV1233.The modeled gravity was interpolated from observed gravity values.
 BV1233
 BV1233;                    North         East    Units  Estimated Accuracy
 BV1233;SPC MS E     -   236,860.      217,150.      MT  (+/- 180 meters Scaled)
 BV1233
 BV1233                          SUPERSEDED SURVEY CONTROL
 BV1233
 BV1233  NGVD 29 (??/??/92)  142.440  (m)          467.32   (f) ADJ UNCH    2 2
 BV1233
 BV1233.Superseded values are not recommended for survey control.
 BV1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1233.See file dsdata.txt to determine how the superseded data were derived.
 BV1233
 BV1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA432030(NAD 83)
 BV1233_MARKER: DD = SURVEY DISK
 BV1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1233_STAMPING: BM 84V 63 1975
 BV1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1233+STABILITY: SURFACE MOTION
 BV1233
 BV1233  HISTORY     - Date     Condition        Report By
 BV1233  HISTORY     - 1975     MONUMENTED       MSHD
 BV1233
 BV1233                          STATION DESCRIPTION
 BV1233
 BV1233'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1233'9.95 MI W FROM COLLINS.
 BV1233'THE MARK IS LOCATED 9.95 MILES WEST OF COLLINS ON THE SOUTH ROW OF
 BV1233'U.S. HIGHWAY 84, 10.55 MILES EAST-NORTHEAST OF PRENTISS, 1.9 MILES
 BV1233'EAST OF THE INTERSECTION OF STATE HIGHWAY 35 IN THE NORTHEAST 1/4 OF
 BV1233'SECTION 29, T 8N, R 17W.  IT IS 49 FEET SOUTH OF THE CENTER OF U.S.
 BV1233'HIGHWAY 84, 186 FEET WEST OF THE CENTER OF A DRIVEWAY, 169 FEET WEST
 BV1233'OF A FENCE CORNER, 6 FEET WEST OF A 9 INCH CHERRY, 2 FEET NORTH OF A
 BV1233'FENCE, 1 FOOT NORTHWEST OF A ROW MARKER, 1 FOOT SOUTHEAST OF A METAL
 BV1233'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 BV1233'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 BV1233'FROM THE COURTHOUSE IN COLLINS GO SOUTHWEST ON U.S. HIGHWAY 84 FOR
 BV1233'9.65 MILES TO A SIDE ROAD LEFT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BV1233'0.4 MILE TO THE MARK ON THE LEFT.  THE MARK ALSO CAN BE REACHED FROM
 BV1233'THE COURTHOUSE IN PRENTISS BY GOING NORTHEAST ON STATE HIGHWAY 13
 BV1233'(COLUMBIA AVENUE) FOR 0.65 MILE TO A FORK JUST BEFORE REACHING THE
 BV1233'U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT FORK AND GO NORTHEAST ON U.S.
 BV1233'HIGHWAY 84 FOR 8 MILES TO THE INTERSECTION OF STATE HIGHWAY 35.
 BV1233'CONTINUE EAST ON U.S. HIGHWAY FOR 1.9 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1234 ***********************************************************************
 BV1234  DESIGNATION -  84 V 64
 BV1234  PID         -  BV1234
 BV1234  STATE/COUNTY-  MS/COVINGTON
 BV1234  USGS QUAD   -  LONE STAR (1982)
 BV1234
 BV1234                         *CURRENT SURVEY CONTROL
 BV1234  ___________________________________________________________________
 BV1234* NAD 83(1986)-  31 38 07.     (N)    089 41 30.     (W)     SCALED    
 BV1234* NAVD 88     -       115.182  (meters)     377.89   (feet)  ADJUSTED  
 BV1234  ___________________________________________________________________
 BV1234  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BV1234  DYNAMIC HT  -         115.044 (meters)     377.44  (feet)  COMP
 BV1234  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 BV1234
 BV1234  VERT ORDER  -  SECOND    CLASS II
 BV1234
 BV1234.The horizontal coordinates were scaled from a topographic map and have
 BV1234.an estimated accuracy of +/- 6 seconds.
 BV1234
 BV1234.The orthometric height was determined by differential leveling
 BV1234.and adjusted in May 1996.
 BV1234
 BV1234.The geoid height was determined by GEOID03.
 BV1234
 BV1234.The dynamic height is computed by dividing the NAVD 88
 BV1234.geopotential number by the normal gravity value computed on the
 BV1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1234.degrees latitude (g = 980.6199 gals.).
 BV1234
 BV1234.The modeled gravity was interpolated from observed gravity values.
 BV1234
 BV1234;                    North         East    Units  Estimated Accuracy
 BV1234;SPC MS E     -   237,030.      218,580.      MT  (+/- 180 meters Scaled)
 BV1234
 BV1234                          SUPERSEDED SURVEY CONTROL
 BV1234
 BV1234  NGVD 29 (??/??/92)  115.177  (m)          377.88   (f) ADJ UNCH    2 2
 BV1234
 BV1234.Superseded values are not recommended for survey control.
 BV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1234.See file dsdata.txt to determine how the superseded data were derived.
 BV1234
 BV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA447031(NAD 83)
 BV1234_MARKER: DD = SURVEY DISK
 BV1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1234_SP_SET: CULVERT
 BV1234_STAMPING: BM 84V 64 1975
 BV1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1234
 BV1234  HISTORY     - Date     Condition        Report By
 BV1234  HISTORY     - 1975     MONUMENTED       MSHD
 BV1234
 BV1234                          STATION DESCRIPTION
 BV1234
 BV1234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1234'9 MI W FROM COLLINS.
 BV1234'THE MARK IS LOCATED 9 MILES WEST OF COLLINS IN A BOX CULVERT UNDER
 BV1234'U.S. HIGHWAY 84, 2.85 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY
 BV1234'35 IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 27, T 8N, R
 BV1234'17W.  IT IS 19.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 84, 81 FEET
 BV1234'NORTHEAST OF A ROW MARKER, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 BV1234'A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A 6 X 4 FOOT
 BV1234'CONCRETE BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 BV1234'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO SOUTHWEST
 BV1234'ON U.S. HIGHWAY 84 FOR 8.65 MILES TO A SIDE ROAD RIGHT JUST BEYOND A
 BV1234'SIDE ROAD LEFT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.35 MILE TO THE
 BV1234'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1235 ***********************************************************************
 BV1235  DESIGNATION -  84 V 65
 BV1235  PID         -  BV1235
 BV1235  STATE/COUNTY-  MS/COVINGTON
 BV1235  USGS QUAD   -  LONE STAR (1982)
 BV1235
 BV1235                         *CURRENT SURVEY CONTROL
 BV1235  ___________________________________________________________________
 BV1235* NAD 83(1986)-  31 38 01.     (N)    089 40 36.     (W)     SCALED    
 BV1235* NAVD 88     -       115.635  (meters)     379.38   (feet)  ADJUSTED  
 BV1235  ___________________________________________________________________
 BV1235  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1235  DYNAMIC HT  -         115.497 (meters)     378.93  (feet)  COMP
 BV1235  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BV1235
 BV1235  VERT ORDER  -  SECOND    CLASS II
 BV1235
 BV1235.The horizontal coordinates were scaled from a topographic map and have
 BV1235.an estimated accuracy of +/- 6 seconds.
 BV1235
 BV1235.The orthometric height was determined by differential leveling
 BV1235.and adjusted in May 1996.
 BV1235
 BV1235.The geoid height was determined by GEOID03.
 BV1235
 BV1235.The dynamic height is computed by dividing the NAVD 88
 BV1235.geopotential number by the normal gravity value computed on the
 BV1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1235.degrees latitude (g = 980.6199 gals.).
 BV1235
 BV1235.The modeled gravity was interpolated from observed gravity values.
 BV1235
 BV1235;                    North         East    Units  Estimated Accuracy
 BV1235;SPC MS E     -   236,830.      220,000.      MT  (+/- 180 meters Scaled)
 BV1235
 BV1235                          SUPERSEDED SURVEY CONTROL
 BV1235
 BV1235  NGVD 29 (??/??/92)  115.631  (m)          379.37   (f) ADJ UNCH    2 2
 BV1235
 BV1235.Superseded values are not recommended for survey control.
 BV1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1235.See file dsdata.txt to determine how the superseded data were derived.
 BV1235
 BV1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA461029(NAD 83)
 BV1235_MARKER: DD = SURVEY DISK
 BV1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1235_STAMPING: BM 84V 65 1975
 BV1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1235+STABILITY: SURFACE MOTION
 BV1235
 BV1235  HISTORY     - Date     Condition        Report By
 BV1235  HISTORY     - 1975     MONUMENTED       MSHD
 BV1235
 BV1235                          STATION DESCRIPTION
 BV1235
 BV1235'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1235'8.25 MI W FROM COLLINS.
 BV1235'THE MARK IS LOCATED 8.25 MILES WEST OF COLLINS ON THE SOUTH ROW OF
 BV1235'U.S. HIGHWAY 84 NEAR A SMALL ABANDONED CEMETERY, 3.6 MILES EAST OF THE
 BV1235'INTERSECTION OF STATE HIGHWAY 35 IN THE NORTHEAST 1/4 OF THE NORTHWEST
 BV1235'1/4 OF SECTION 26, T 8N, R 17W.  IT IS 52 FEET SOUTH OF THE CENTER OF
 BV1235'HIGHWAY 84, 96 FEET WEST OF THE CENTER OF A DRIVEWAY LEADING TO AN
 BV1235'ABANDONED HOUSE, 26.5 FEET WEST OF A 15 INCH OAK AT THE NORTHWEST
 BV1235'CORNER OF A SMALL ABANDONED CEMETERY, 29 FEET EAST OF A 12 INCH PINE,
 BV1235'2 FEET NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 BV1235'THE TOP OF A ROUND CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BV1235'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN
 BV1235'COLLINS GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 7.4 MILES TO AN ANGLING
 BV1235'SIDE ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.85 MILE TO
 BV1235'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1236 ***********************************************************************
 BV1236  DESIGNATION -  84 V 66
 BV1236  PID         -  BV1236
 BV1236  STATE/COUNTY-  MS/COVINGTON
 BV1236  USGS QUAD   -  LONE STAR (1982)
 BV1236
 BV1236                         *CURRENT SURVEY CONTROL
 BV1236  ___________________________________________________________________
 BV1236* NAD 83(1986)-  31 37 55.     (N)    089 40 06.     (W)     SCALED    
 BV1236* NAVD 88     -       118.638  (meters)     389.23   (feet)  ADJUSTED  
 BV1236  ___________________________________________________________________
 BV1236  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1236  DYNAMIC HT  -         118.496 (meters)     388.77  (feet)  COMP
 BV1236  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 BV1236
 BV1236  VERT ORDER  -  SECOND    CLASS II
 BV1236
 BV1236.The horizontal coordinates were scaled from a topographic map and have
 BV1236.an estimated accuracy of +/- 6 seconds.
 BV1236
 BV1236.The orthometric height was determined by differential leveling
 BV1236.and adjusted in May 1996.
 BV1236
 BV1236.The geoid height was determined by GEOID03.
 BV1236
 BV1236.The dynamic height is computed by dividing the NAVD 88
 BV1236.geopotential number by the normal gravity value computed on the
 BV1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1236.degrees latitude (g = 980.6199 gals.).
 BV1236
 BV1236.The modeled gravity was interpolated from observed gravity values.
 BV1236
 BV1236;                    North         East    Units  Estimated Accuracy
 BV1236;SPC MS E     -   236,640.      220,790.      MT  (+/- 180 meters Scaled)
 BV1236
 BV1236                          SUPERSEDED SURVEY CONTROL
 BV1236
 BV1236  NGVD 29 (??/??/92)  118.634  (m)          389.22   (f) ADJ UNCH    2 2
 BV1236
 BV1236.Superseded values are not recommended for survey control.
 BV1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1236.See file dsdata.txt to determine how the superseded data were derived.
 BV1236
 BV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA469027(NAD 83)
 BV1236_MARKER: DD = SURVEY DISK
 BV1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1236_STAMPING: BM 84V 66 1975
 BV1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1236+STABILITY: SURFACE MOTION
 BV1236
 BV1236  HISTORY     - Date     Condition        Report By
 BV1236  HISTORY     - 1975     MONUMENTED       MSHD
 BV1236
 BV1236                          STATION DESCRIPTION
 BV1236
 BV1236'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1236'7.25 MI W FROM COLLINS.
 BV1236'THE MARK IS LOCATED 7.25 MILES WEST OF COLLINS ON THE SOUTHWEST ROW OF
 BV1236'U.S. HIGHWAY 84 ABOUT 100 YARDS WEST OF THE ENTRANCE TO A WHITE
 BV1236'ASBESTOS SIDING HOUSE, 4.6 MILES EAST OF THE INTERSECTION OF STATE
 BV1236'HIGHWAY 35, IN THE NORTHWEST 1/4 OF SECTION 25, T 8N, R 17W.  IT IS
 BV1236'49.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 84, 222 FEET NORTHWEST OF
 BV1236'THE CENTER OF A DRIVEWAY, 165.5 FEET NORTHWEST OF A ROW MARKER, 6.5
 BV1236'FEET SOUTHEAST OF A FENCE CORNER, 2 FEET NORTHEAST OF A FENCE, 1.5
 BV1236'FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1236'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES.
 BV1236'NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO SOUTHWEST ON U.S.
 BV1236'HIGHWAY 84 FOR 6.85 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTHWEST ON
 BV1236'U.S. HIGHWAY 84 FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1237 ***********************************************************************
 BV1237  DESIGNATION -  84 V 67
 BV1237  PID         -  BV1237
 BV1237  STATE/COUNTY-  MS/COVINGTON
 BV1237  USGS QUAD   -  LAKE MIKE CONNOR (1974)
 BV1237
 BV1237                         *CURRENT SURVEY CONTROL
 BV1237  ___________________________________________________________________
 BV1237* NAD 83(1986)-  31 37 19.     (N)    089 39 12.     (W)     SCALED    
 BV1237* NAVD 88     -       100.208  (meters)     328.77   (feet)  ADJUSTED  
 BV1237  ___________________________________________________________________
 BV1237  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BV1237  DYNAMIC HT  -         100.088 (meters)     328.37  (feet)  COMP
 BV1237  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 BV1237
 BV1237  VERT ORDER  -  SECOND    CLASS II
 BV1237
 BV1237.The horizontal coordinates were scaled from a topographic map and have
 BV1237.an estimated accuracy of +/- 6 seconds.
 BV1237
 BV1237.The orthometric height was determined by differential leveling
 BV1237.and adjusted in May 1996.
 BV1237
 BV1237.The geoid height was determined by GEOID03.
 BV1237
 BV1237.The dynamic height is computed by dividing the NAVD 88
 BV1237.geopotential number by the normal gravity value computed on the
 BV1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1237.degrees latitude (g = 980.6199 gals.).
 BV1237
 BV1237.The modeled gravity was interpolated from observed gravity values.
 BV1237
 BV1237;                    North         East    Units  Estimated Accuracy
 BV1237;SPC MS E     -   235,520.      222,200.      MT  (+/- 180 meters Scaled)
 BV1237
 BV1237                          SUPERSEDED SURVEY CONTROL
 BV1237
 BV1237  NGVD 29 (??/??/92)  100.205  (m)          328.76   (f) ADJ UNCH    2 2
 BV1237
 BV1237.Superseded values are not recommended for survey control.
 BV1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1237.See file dsdata.txt to determine how the superseded data were derived.
 BV1237
 BV1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA483015(NAD 83)
 BV1237_MARKER: DD = SURVEY DISK
 BV1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1237_SP_SET: CULVERT
 BV1237_STAMPING: BM 84V 67 1975
 BV1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1237
 BV1237  HISTORY     - Date     Condition        Report By
 BV1237  HISTORY     - 1975     MONUMENTED       MSHD
 BV1237
 BV1237                          STATION DESCRIPTION
 BV1237
 BV1237'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1237'6.3 MI W FROM COLLINS.
 BV1237'THE MARK IS LOCATED 6.3 MILES WEST OF COLLINS IN A BOX CULVERT UNDER
 BV1237'U.S. HIGHWAY 84 IN THE SOUTHEAST 1/4 OF SECTION 25, T 8N, R 17W.  IT
 BV1237'IS 22 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 84, 1 FOOT NORTHWEST OF
 BV1237'A METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 BV1237'SOUTHWEST HEADWALL OF A 5 X 3 FOOT CONCRETE BOX CULVERT AND IS ABOUT 6
 BV1237'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1237'COURTHOUSE IN COLLINS GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 6.1 MILES TO
 BV1237'A SIDE ROAD LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 84 FOR 0.2 MILE
 BV1237'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1238 ***********************************************************************
 BV1238  DESIGNATION -  84 V 68
 BV1238  PID         -  BV1238
 BV1238  STATE/COUNTY-  MS/COVINGTON
 BV1238  USGS QUAD   -  LAKE MIKE CONNOR (1974)
 BV1238
 BV1238                         *CURRENT SURVEY CONTROL
 BV1238  ___________________________________________________________________
 BV1238* NAD 83(1986)-  31 37 19.     (N)    089 38 24.     (W)     SCALED    
 BV1238* NAVD 88     -       111.959  (meters)     367.32   (feet)  ADJUSTED  
 BV1238  ___________________________________________________________________
 BV1238  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1238  DYNAMIC HT  -         111.825 (meters)     366.88  (feet)  COMP
 BV1238  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 BV1238
 BV1238  VERT ORDER  -  SECOND    CLASS II
 BV1238
 BV1238.The horizontal coordinates were scaled from a topographic map and have
 BV1238.an estimated accuracy of +/- 6 seconds.
 BV1238
 BV1238.The orthometric height was determined by differential leveling
 BV1238.and adjusted in May 1996.
 BV1238
 BV1238.The geoid height was determined by GEOID03.
 BV1238
 BV1238.The dynamic height is computed by dividing the NAVD 88
 BV1238.geopotential number by the normal gravity value computed on the
 BV1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1238.degrees latitude (g = 980.6199 gals.).
 BV1238
 BV1238.The modeled gravity was interpolated from observed gravity values.
 BV1238
 BV1238;                    North         East    Units  Estimated Accuracy
 BV1238;SPC MS E     -   235,510.      223,470.      MT  (+/- 180 meters Scaled)
 BV1238
 BV1238                          SUPERSEDED SURVEY CONTROL
 BV1238
 BV1238  NGVD 29 (??/??/92)  111.958  (m)          367.32   (f) ADJ UNCH    2 2
 BV1238
 BV1238.Superseded values are not recommended for survey control.
 BV1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1238.See file dsdata.txt to determine how the superseded data were derived.
 BV1238
 BV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA495015(NAD 83)
 BV1238_MARKER: DD = SURVEY DISK
 BV1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1238_STAMPING: BM 84V 68 1975
 BV1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1238+STABILITY: SURFACE MOTION
 BV1238
 BV1238  HISTORY     - Date     Condition        Report By
 BV1238  HISTORY     - 1975     MONUMENTED       MSHD
 BV1238
 BV1238                          STATION DESCRIPTION
 BV1238
 BV1238'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1238'5.45 MI W FROM COLLINS.
 BV1238'THE MARK IS LOCATED 5.45 MILES WEST OF COLLINS ON THE SOUTH ROW OF
 BV1238'U.S. HIGHWAY 84 IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
 BV1238'31, T 8N, R 16W.  IT IS 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 BV1238'84, 159.5 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 BV1238'WIRE, 20 FEET EAST OF A 15 INCH PINE, 11 FEET SOUTHWEST OF A 20 INCH
 BV1238'PINE, 21.5 FEET NORTH OF A TELEPHONE CABLE, 1 FOOT WEST OF A ROW
 BV1238'MARKER, 1 FOOT SOUTHEAST OF A METAL WITNESSS POST SET IN THE TOP OF A
 BV1238'ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BV1238'PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO
 BV1238'SOUTHWEST ON U.S. HIGHWAY 84 FOR 5.25 MILES TO A SIDE ROAD LEFT.
 BV1238'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1239 ***********************************************************************
 BV1239  DESIGNATION -  84 V 69
 BV1239  PID         -  BV1239
 BV1239  STATE/COUNTY-  MS/COVINGTON
 BV1239  USGS QUAD   -  LAKE MIKE CONNOR (1974)
 BV1239
 BV1239                         *CURRENT SURVEY CONTROL
 BV1239  ___________________________________________________________________
 BV1239* NAD 83(1986)-  31 37 25.     (N)    089 37 30.     (W)     SCALED    
 BV1239* NAVD 88     -       104.742  (meters)     343.64   (feet)  ADJUSTED  
 BV1239  ___________________________________________________________________
 BV1239  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1239  DYNAMIC HT  -         104.617 (meters)     343.23  (feet)  COMP
 BV1239  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BV1239
 BV1239  VERT ORDER  -  SECOND    CLASS II
 BV1239
 BV1239.The horizontal coordinates were scaled from a topographic map and have
 BV1239.an estimated accuracy of +/- 6 seconds.
 BV1239
 BV1239.The orthometric height was determined by differential leveling
 BV1239.and adjusted in May 1996.
 BV1239
 BV1239.The geoid height was determined by GEOID03.
 BV1239
 BV1239.The dynamic height is computed by dividing the NAVD 88
 BV1239.geopotential number by the normal gravity value computed on the
 BV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1239.degrees latitude (g = 980.6199 gals.).
 BV1239
 BV1239.The modeled gravity was interpolated from observed gravity values.
 BV1239
 BV1239;                    North         East    Units  Estimated Accuracy
 BV1239;SPC MS E     -   235,690.      224,890.      MT  (+/- 180 meters Scaled)
 BV1239
 BV1239                          SUPERSEDED SURVEY CONTROL
 BV1239
 BV1239  NGVD 29 (??/??/92)  104.742  (m)          343.64   (f) ADJ UNCH    2 2
 BV1239
 BV1239.Superseded values are not recommended for survey control.
 BV1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1239.See file dsdata.txt to determine how the superseded data were derived.
 BV1239
 BV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA510017(NAD 83)
 BV1239_MARKER: DD = SURVEY DISK
 BV1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1239_SP_SET: CULVERT
 BV1239_STAMPING: BM 84V 69 1975
 BV1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1239
 BV1239  HISTORY     - Date     Condition        Report By
 BV1239  HISTORY     - 1975     MONUMENTED       MSHD
 BV1239
 BV1239                          STATION DESCRIPTION
 BV1239
 BV1239'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1239'4.3 MI W FROM COLLINS.
 BV1239'THE MARK IS LOCATED 4.3 MILES WEST OF COLLINS IN A BOX CULVERT UNDER
 BV1239'U.S. HIGHWAY 84 IN THE SOUTHEAST 1/4 OF SECTION 29, T 8N, R 16W.  IT
 BV1239'IS 29 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 162 FEET EAST OF THE
 BV1239'CENTER OF A DRIVEWAY, 1 FOOT WEST OF A METAL WITNESS POST SET IN A
 BV1239'DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A 10 X 6 FOOT
 BV1239'CONCRETE BOX CULVERT AND IS ABOUT 7 FEET BELOW THE LEVEL OF THE
 BV1239'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO SOUTHWEST
 BV1239'ON U.S. HIGHWAY 84 FOR 4 MILES TO A CROSSROAD.  CONTINUE WEST ON U.S.
 BV1239'HIGHWAY 84 FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1980 ***********************************************************************
 BW1980  DESIGNATION -  84 V 7
 BW1980  PID         -  BW1980
 BW1980  STATE/COUNTY-  MS/FRANKLIN
 BW1980  USGS QUAD   -  EDDICETON (1988)
 BW1980
 BW1980                         *CURRENT SURVEY CONTROL
 BW1980  ___________________________________________________________________
 BW1980* NAD 83(1986)-  31 30 19.     (N)    090 45 18.     (W)     SCALED    
 BW1980* NAVD 88     -        83.959  (meters)     275.46   (feet)  ADJUSTED  
 BW1980  ___________________________________________________________________
 BW1980  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW1980  DYNAMIC HT  -          83.857 (meters)     275.12  (feet)  COMP
 BW1980  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 BW1980
 BW1980  VERT ORDER  -  SECOND    CLASS II
 BW1980
 BW1980.The horizontal coordinates were scaled from a topographic map and have
 BW1980.an estimated accuracy of +/- 6 seconds.
 BW1980
 BW1980.The orthometric height was determined by differential leveling
 BW1980.and adjusted in May 1996.
 BW1980
 BW1980.The geoid height was determined by GEOID03.
 BW1980
 BW1980.The dynamic height is computed by dividing the NAVD 88
 BW1980.geopotential number by the normal gravity value computed on the
 BW1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1980.degrees latitude (g = 980.6199 gals.).
 BW1980
 BW1980.The modeled gravity was interpolated from observed gravity values.
 BW1980
 BW1980;                    North         East    Units  Estimated Accuracy
 BW1980;SPC MS W     -   222,370.      659,950.      MT  (+/- 180 meters Scaled)
 BW1980
 BW1980                          SUPERSEDED SURVEY CONTROL
 BW1980
 BW1980  NGVD 29 (??/??/92)   84.028  (m)          275.68   (f) ADJ UNCH    2 2
 BW1980
 BW1980.Superseded values are not recommended for survey control.
 BW1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1980.See file dsdata.txt to determine how the superseded data were derived.
 BW1980
 BW1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ132877(NAD 83)
 BW1980_MARKER: DD = SURVEY DISK
 BW1980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1980_SP_SET: CULVERT
 BW1980_STAMPING: BM 84V 7 1975
 BW1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1980
 BW1980  HISTORY     - Date     Condition        Report By
 BW1980  HISTORY     - 1975     MONUMENTED       MSHD
 BW1980
 BW1980                          STATION DESCRIPTION
 BW1980
 BW1980'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1980'6.75 MI NE FROM BUDE.
 BW1980'THE MARK IS LOCATED 6.75 MILES NORTHEAST OF BUDE IN THE WEST END OF
 BW1980'THE NORTH HEADWALL OF A 5 X 5 FOOT BOX CULVERT, 2.4 MILES EAST OF THE
 BW1980'COMMUNITY OF EDDICETON IN THE NORTHWEST 1/4 OF SECTION 7, T 6N, R 5E.
 BW1980'IT IS 18.5 FEET NORTH OF THE CENTER OF HIGHWAY 84, 128 FEET EAST OF
 BW1980'THE CENTER OF A DRIVEWAY, 1 FOOT EAST OF A METAL WITNESS POST SET IN A
 BW1980'DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A BOX CULVERT
 BW1980'UNDER HIGHWAY 84 AND IS ABOUT 4 FEET LOWER THAN THE HIGHWAY.  NOTE--
 BW1980'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST
 BW1980'EDGE OF BUDE GO EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 6.4 MILES TO
 BW1980'THE EAST END OF THE BRIDGE OVER THE HOMOCHITTO RIVER.  CONTINUE EAST
 BW1980'ON U.S. HIGHWAY 84 FOR 1.55 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1240 ***********************************************************************
 BV1240  DESIGNATION -  84 V 70
 BV1240  PID         -  BV1240
 BV1240  STATE/COUNTY-  MS/COVINGTON
 BV1240  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1240
 BV1240                         *CURRENT SURVEY CONTROL
 BV1240  ___________________________________________________________________
 BV1240* NAD 83(1986)-  31 37 25.     (N)    089 36 12.     (W)     SCALED    
 BV1240* NAVD 88     -        96.236  (meters)     315.73   (feet)  ADJUSTED  
 BV1240  ___________________________________________________________________
 BV1240  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1240  DYNAMIC HT  -          96.121 (meters)     315.36  (feet)  COMP
 BV1240  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 BV1240
 BV1240  VERT ORDER  -  SECOND    CLASS II
 BV1240
 BV1240.The horizontal coordinates were scaled from a topographic map and have
 BV1240.an estimated accuracy of +/- 6 seconds.
 BV1240
 BV1240.The orthometric height was determined by differential leveling
 BV1240.and adjusted in May 1996.
 BV1240
 BV1240.The geoid height was determined by GEOID03.
 BV1240
 BV1240.The dynamic height is computed by dividing the NAVD 88
 BV1240.geopotential number by the normal gravity value computed on the
 BV1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1240.degrees latitude (g = 980.6199 gals.).
 BV1240
 BV1240.The modeled gravity was interpolated from observed gravity values.
 BV1240
 BV1240;                    North         East    Units  Estimated Accuracy
 BV1240;SPC MS E     -   235,670.      226,950.      MT  (+/- 180 meters Scaled)
 BV1240
 BV1240                          SUPERSEDED SURVEY CONTROL
 BV1240
 BV1240  NGVD 29 (??/??/92)   96.236  (m)          315.73   (f) ADJ UNCH    2 2
 BV1240
 BV1240.Superseded values are not recommended for survey control.
 BV1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1240.See file dsdata.txt to determine how the superseded data were derived.
 BV1240
 BV1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA530016(NAD 83)
 BV1240_MARKER: DD = SURVEY DISK
 BV1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1240_SP_SET: CULVERT
 BV1240_STAMPING: BM 84V 70 1975
 BV1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1240
 BV1240  HISTORY     - Date     Condition        Report By
 BV1240  HISTORY     - 1975     MONUMENTED       MSHD
 BV1240
 BV1240                          STATION DESCRIPTION
 BV1240
 BV1240'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1240'3.2 MI W FROM COLLINS.
 BV1240'THE MARK IS LOCATED 3.2 MILES WEST OF COLLINS IN A BOX CULVER UNDER
 BV1240'U.S. HIGHWAY 84, 0.2 MILE EAST OF A CROSSROAD IN THE NORTHEAST 1/4 OF
 BV1240'THE SOUTHEAST 1/4 OF SECTION 28, T 8N, R 16W.  IT IS 17 FEET SOUTH OF
 BV1240'THE CENTER OF HIGHWAY 84, 43 FEET NORTHEAST OF AN UNDERGROUND CABLE
 BV1240'WARNING SIGN, 1 FOOT WEST OF A METAL WITNESS POST SET IN A DRILL HOLE
 BV1240'IN THE EAST END OF A 10 X 6 FOOT CONCRETE BOX CULVERT AND IS ABOUT 3
 BV1240'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1240'COURTHOUSE IN COLLINS GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 2.15 MILES
 BV1240'TO AN ANGLING SIDE ROAD ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY
 BV1240'84 FOR 1.05 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1241 ***********************************************************************
 BV1241  DESIGNATION -  84 V 71
 BV1241  PID         -  BV1241
 BV1241  STATE/COUNTY-  MS/COVINGTON
 BV1241  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1241
 BV1241                         *CURRENT SURVEY CONTROL
 BV1241  ___________________________________________________________________
 BV1241* NAD 83(1986)-  31 37 19.     (N)    089 35 30.     (W)     SCALED    
 BV1241* NAVD 88     -       102.035  (meters)     334.76   (feet)  ADJUSTED  
 BV1241  ___________________________________________________________________
 BV1241  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1241  DYNAMIC HT  -         101.913 (meters)     334.36  (feet)  COMP
 BV1241  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 BV1241
 BV1241  VERT ORDER  -  SECOND    CLASS II
 BV1241
 BV1241.The horizontal coordinates were scaled from a topographic map and have
 BV1241.an estimated accuracy of +/- 6 seconds.
 BV1241
 BV1241.The orthometric height was determined by differential leveling
 BV1241.and adjusted in May 1996.
 BV1241
 BV1241.The geoid height was determined by GEOID03.
 BV1241
 BV1241.The dynamic height is computed by dividing the NAVD 88
 BV1241.geopotential number by the normal gravity value computed on the
 BV1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1241.degrees latitude (g = 980.6199 gals.).
 BV1241
 BV1241.The modeled gravity was interpolated from observed gravity values.
 BV1241
 BV1241;                    North         East    Units  Estimated Accuracy
 BV1241;SPC MS E     -   235,480.      228,050.      MT  (+/- 180 meters Scaled)
 BV1241
 BV1241                          SUPERSEDED SURVEY CONTROL
 BV1241
 BV1241  NGVD 29 (??/??/92)  102.036  (m)          334.76   (f) ADJ UNCH    2 2
 BV1241
 BV1241.Superseded values are not recommended for survey control.
 BV1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1241.See file dsdata.txt to determine how the superseded data were derived.
 BV1241
 BV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA541014(NAD 83)
 BV1241_MARKER: DD = SURVEY DISK
 BV1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1241_SP_SET: CULVERT
 BV1241_STAMPING: BM 84V 71 1975
 BV1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1241
 BV1241  HISTORY     - Date     Condition        Report By
 BV1241  HISTORY     - 1975     MONUMENTED       MSHD
 BV1241
 BV1241                          STATION DESCRIPTION
 BV1241
 BV1241'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1241'2.35 MI W FROM COLLINS.
 BV1241'THE MARK IS LOCATED 2.35 MILES WEST OF COLLINS IN A BOX CULVERT UNDER
 BV1241'U.S. HIGHWAY 84 NEAR THE CENTER OF SECTION 27, T 8N, R 16W.  IT IS 18
 BV1241'FEET SOUTH OF THE CENTER OF HIGHWAY 84, 72.5 FEET NORTHWEST OF AN
 BV1241'UNDERGROUND CABLE WARNING SIGN, 1 FOOT WEST OF A METAL WITNESS POST
 BV1241'SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A 5 X 3
 BV1241'FOOT CONCRETE BOX CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 BV1241'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO SOUTHWEST
 BV1241'ON U.S. HIGHWAY 84 FOR 2.15 MILES TO AN ANGLING SIDE ROAD RIGHT.
 BV1241'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1242 ***********************************************************************
 BV1242  DESIGNATION -  84 V 72
 BV1242  PID         -  BV1242
 BV1242  STATE/COUNTY-  MS/COVINGTON
 BV1242  USGS QUAD   -  COLLINS (1982)
 BV1242
 BV1242                         *CURRENT SURVEY CONTROL
 BV1242  ___________________________________________________________________
 BV1242* NAD 83(1986)-  31 37 43.     (N)    089 34 36.     (W)     SCALED    
 BV1242* NAVD 88     -       125.862  (meters)     412.93   (feet)  ADJUSTED  
 BV1242  ___________________________________________________________________
 BV1242  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1242  DYNAMIC HT  -         125.712 (meters)     412.44  (feet)  COMP
 BV1242  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BV1242
 BV1242  VERT ORDER  -  SECOND    CLASS II
 BV1242
 BV1242.The horizontal coordinates were scaled from a topographic map and have
 BV1242.an estimated accuracy of +/- 6 seconds.
 BV1242
 BV1242.The orthometric height was determined by differential leveling
 BV1242.and adjusted in May 1996.
 BV1242
 BV1242.The geoid height was determined by GEOID03.
 BV1242
 BV1242.The dynamic height is computed by dividing the NAVD 88
 BV1242.geopotential number by the normal gravity value computed on the
 BV1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1242.degrees latitude (g = 980.6199 gals.).
 BV1242
 BV1242.The modeled gravity was interpolated from observed gravity values.
 BV1242
 BV1242;                    North         East    Units  Estimated Accuracy
 BV1242;SPC MS E     -   236,210.      229,480.      MT  (+/- 180 meters Scaled)
 BV1242
 BV1242                          SUPERSEDED SURVEY CONTROL
 BV1242
 BV1242  NGVD 29 (??/??/92)  125.863  (m)          412.94   (f) ADJ UNCH    2 2
 BV1242
 BV1242.Superseded values are not recommended for survey control.
 BV1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1242.See file dsdata.txt to determine how the superseded data were derived.
 BV1242
 BV1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA556021(NAD 83)
 BV1242_MARKER: DD = SURVEY DISK
 BV1242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1242_SP_SET: PIPE CULVERT
 BV1242_STAMPING: BM 84 V 72 1975
 BV1242_MARK LOGO: MSHD  
 BV1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1242+STABILITY: SURFACE MOTION
 BV1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1242+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1989
 BV1242
 BV1242  HISTORY     - Date     Condition        Report By
 BV1242  HISTORY     - 1975     MONUMENTED       MSHD
 BV1242  HISTORY     - 19890605 GOOD             MSHD
 BV1242
 BV1242                          STATION DESCRIPTION
 BV1242
 BV1242'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1242'1.6 MI WSW FROM COLLINS.
 BV1242'THE MARK IS LOCATED 1.6 MILES WEST-SOUTHWEST OF COLLINS IN THE WEST
 BV1242'END OF THE SOUTH HEADWALL OF A CULVERT, 0.15 MILE WEST OF A CROSSROAD,
 BV1242'1.1 MILES WEST OF NEW U.S. HIGHWAY 49 IN THE SOUTHEAST 1/4 OF THE
 BV1242'NORTHWEST 1/4 OF SECTION 26, T 8N, R 16W.  IT IS 35 FEET SOUTH OF THE
 BV1242'CENTER OF HIGHWAY 84, 1 FOOT EAST OF A METAL WITNESS POST SET IN A
 BV1242'DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF AND 18 INCH
 BV1242'CONCRETE PIPE CULVERT AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE
 BV1242'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO SOUTHWEST
 BV1242'ON U.S. HIGHWAY 84 FOR 1.45 MILES TO A CROSSROAD JUST BEFORE REACHING
 BV1242'A SIDE ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.15 MILE TO
 BV1242'THE MARK ON THE LEFT.
 BV1242
 BV1242                          STATION RECOVERY (1989)
 BV1242
 BV1242'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1242'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST SOUTHWEST OF COLLINS, IN A
 BV1242'CULVERT UNDER U.S. HIGHWAY 84, 0.15 MI (0.24 KM) WEST OF A CROSSROAD
 BV1242'AND IS IN SECTION 26, T 8N, R 16W.  TO REACH FROM THE U.S. HIGHWAY
 BV1242'84 BRIDGE OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO WEST
 BV1242'ON U.S. HIGHWAY 84 FOR 0.85 MI (1.37 KM) TO A CROSSROAD JUST BEFORE
 BV1242'REACHING A SIDE ROAD RIGHT, CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BV1242'0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET
 BV1242'IN A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF AN 18 INCH
 BV1242'CONCRETE PIPE CULVERT, 35 FT (10.7 M) SOUTH OF THE CENTER OF HIGHWAY
 BV1242'84, 1 FT (0.3 M) EAST OF A METAL WITNESS POST AND IS ABOUT 10 FT (3.0
 BV1242'M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1243 ***********************************************************************
 BV1243  DESIGNATION -  84 V 73
 BV1243  PID         -  BV1243
 BV1243  STATE/COUNTY-  MS/COVINGTON
 BV1243  USGS QUAD   -  COLLINS (1982)
 BV1243
 BV1243                         *CURRENT SURVEY CONTROL
 BV1243  ___________________________________________________________________
 BV1243* NAD 83(1986)-  31 38 19.     (N)    089 33 46.     (W)     SCALED    
 BV1243* NAVD 88     -        99.827  (meters)     327.52   (feet)  ADJUSTED  
 BV1243  ___________________________________________________________________
 BV1243  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1243  DYNAMIC HT  -          99.708 (meters)     327.13  (feet)  COMP
 BV1243  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 BV1243
 BV1243  VERT ORDER  -  SECOND    CLASS II
 BV1243
 BV1243.The horizontal coordinates were scaled from a topographic map and have
 BV1243.an estimated accuracy of +/- 6 seconds.
 BV1243
 BV1243.The orthometric height was determined by differential leveling
 BV1243.and adjusted in May 1996.
 BV1243
 BV1243.The geoid height was determined by GEOID03.
 BV1243
 BV1243.The dynamic height is computed by dividing the NAVD 88
 BV1243.geopotential number by the normal gravity value computed on the
 BV1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1243.degrees latitude (g = 980.6199 gals.).
 BV1243
 BV1243.The modeled gravity was interpolated from observed gravity values.
 BV1243
 BV1243;                    North         East    Units  Estimated Accuracy
 BV1243;SPC MS E     -   237,310.      230,810.      MT  (+/- 180 meters Scaled)
 BV1243
 BV1243                          SUPERSEDED SURVEY CONTROL
 BV1243
 BV1243  NGVD 29 (??/??/92)   99.831  (m)          327.53   (f) ADJ UNCH    2 2
 BV1243
 BV1243.Superseded values are not recommended for survey control.
 BV1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1243.See file dsdata.txt to determine how the superseded data were derived.
 BV1243
 BV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA569032(NAD 83)
 BV1243_MARKER: DD = SURVEY DISK
 BV1243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1243_SP_SET: BRIDGE ABUTMENT
 BV1243_STAMPING: BM 84 V 73 1975
 BV1243_MARK LOGO: MSHD  
 BV1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1243+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1989
 BV1243
 BV1243  HISTORY     - Date     Condition        Report By
 BV1243  HISTORY     - 1975     MONUMENTED       MSHD
 BV1243  HISTORY     - 19890605 GOOD             MSHD
 BV1243
 BV1243                          STATION DESCRIPTION
 BV1243
 BV1243'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1243'0.5 MI WSW FROM COLLINS.
 BV1243'THE MARK IS LOCATED 0.5 MILE WEST-SOUTHWEST OF COLLINS IN THE SOUTH
 BV1243'END OF THE WEST ABUTMENT OF THE SOUTH U.S. HIGHWAY 84 BRIDGE OVER NEW
 BV1243'U.S. HIGHWAY 49 IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION
 BV1243'24, T 8N, R 16W.  IT IS 18.5 FEET SOUTH OF THE CENTER OF THE EAST
 BV1243'BOUND LANE OF HIGHWAY 84, 88 FEET WEST OF THE SOUTH BOUND LANE OF
 BV1243'HIGHWAY 49, 2 FEET EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BV1243'THE SOUTH END OF THE WEST ABUTMENT OF THE SOUTH CONCRETE BRIDGE AND IS
 BV1243'ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 BV1243'THE COURTHOUSE IN COLLINS GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 0.5 MILE
 BV1243'TO THE BRIDGE AND THE MARK ON THE LEFT.
 BV1243
 BV1243                          STATION RECOVERY (1989)
 BV1243
 BV1243'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1243'MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST SOUTHWEST OF COLLINS, IN
 BV1243'THE U.S. HIGHWAY 84 EAST BOUND BRIDGE OVER U.S. HIGHWAY 49 AND IS
 BV1243'IN SECTION 24, T 8N, R 16W.  TO REACH FROM THE COURTHOUSE IN COLLINS,
 BV1243'GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 0.5 MI (0.8 KM) TO THE BRIDGE
 BV1243'AND THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN A DRILL HOLE IN
 BV1243'SOUTH END OF THE WEST ABUTMENT OF THE CONCRETE BRIDGE, 88 FT (26.8 M)
 BV1243'WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 18.5 FT
 BV1243'(5.6 M) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 84, 2
 BV1243'FT (0.6 M) EAST OF A METAL WITNESS POST AND IS ABOUT 4.5 FT (1.4 M)
 BV1243'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1244 ***********************************************************************
 BV1244  DESIGNATION -  84 V 74
 BV1244  PID         -  BV1244
 BV1244  STATE/COUNTY-  MS/COVINGTON
 BV1244  USGS QUAD   -  COLLINS (1982)
 BV1244
 BV1244                         *CURRENT SURVEY CONTROL
 BV1244  ___________________________________________________________________
 BV1244* NAD 83(1986)-  31 38 50.     (N)    089 33 13.     (W)     SCALED    
 BV1244* NAVD 88     -        84.063  (meters)     275.80   (feet)  ADJUSTED  
 BV1244  ___________________________________________________________________
 BV1244  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1244  DYNAMIC HT  -          83.963 (meters)     275.47  (feet)  COMP
 BV1244  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 BV1244
 BV1244  VERT ORDER  -  SECOND    CLASS II
 BV1244
 BV1244.The horizontal coordinates were scaled from a topographic map and have
 BV1244.an estimated accuracy of +/- 6 seconds.
 BV1244
 BV1244.The orthometric height was determined by differential leveling
 BV1244.and adjusted in May 1996.
 BV1244
 BV1244.The geoid height was determined by GEOID03.
 BV1244
 BV1244.The dynamic height is computed by dividing the NAVD 88
 BV1244.geopotential number by the normal gravity value computed on the
 BV1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1244.degrees latitude (g = 980.6199 gals.).
 BV1244
 BV1244.The modeled gravity was interpolated from observed gravity values.
 BV1244
 BV1244;                    North         East    Units  Estimated Accuracy
 BV1244;SPC MS E     -   238,260.      231,680.      MT  (+/- 180 meters Scaled)
 BV1244
 BV1244                          SUPERSEDED SURVEY CONTROL
 BV1244
 BV1244  NGVD 29 (??/??/92)   84.070  (m)          275.82   (f) ADJ UNCH    2 2
 BV1244
 BV1244.Superseded values are not recommended for survey control.
 BV1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1244.See file dsdata.txt to determine how the superseded data were derived.
 BV1244
 BV1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA578041(NAD 83)
 BV1244_MARKER: DD = SURVEY DISK
 BV1244_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1244_SP_SET: BRIDGE ABUTMENT
 BV1244_STAMPING: BM 84 V 74 1975
 BV1244_MARK LOGO: MSHD  
 BV1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1244+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1989
 BV1244
 BV1244  HISTORY     - Date     Condition        Report By
 BV1244  HISTORY     - 1975     MONUMENTED       MSHD
 BV1244  HISTORY     - 19890605 GOOD             MSHD
 BV1244
 BV1244                          STATION DESCRIPTION
 BV1244
 BV1244'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1244'0.3 MI NE FROM COLLINS.
 BV1244'THE MARK IS LOCATED 0.3 MILE NORTHEAST OF COLLINS IN THE SOUTH END OF
 BV1244'THE WEST ABUTMENT OF THE U.S. HIGHWAY 84 BRIDGE OVER OKATOMA CREEK
 BV1244'ABOUT 0.1 MILE EAST OF THE I.C.R.R. TRACK IN THE SOUTHEAST 1/4 OF THE
 BV1244'NORTHEAST 1/4 OF SECTION 24, T 8N, R 15W.  IT IS 26 FEET SOUTH OF THE
 BV1244'CENTER OF THE EAST BOUND LANE OF HIGHWAY 84, 56 FEET NORTHEAST OF A
 BV1244'POWER POLE WITH A TRANSFORMER AND GUY WIRES, 13 FEET NORTH OF THE
 BV1244'SOUTH END OF THE ABUTMENT, 1.5 FEET EAST OF A METAL WITNESS POST SET
 BV1244'IN A DRILL HOLE IN THE SOUTH END OF THE WEST ABUTMENT OF THE CONCRETE
 BV1244'BRIDGE AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO
 BV1244'REACH FROM THE COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84
 BV1244'FOR 0.3 MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.
 BV1244
 BV1244                          STATION RECOVERY (1989)
 BV1244
 BV1244'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1244'MARK IS LOCATED ABOUT 0.3 MI (0.5 KM) NORTHEAST OF COLLINS, IN THE
 BV1244'U.S. HIGHWAY 84 BRIDGE OVER OKATOMA CREEK, 0.1 MI (0.2 KM) EAST OF
 BV1244'THE ILLINOIS CENTRAL RAILROAD TRACK AND IS IN SECTION 24, T 8N, R
 BV1244'15W.  TO REACH FROM THE COURTHOUSE IN COLLINS, GO NORTHEAST ON U.S.
 BV1244'HIGHWAY 84 FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BV1244'MSHD DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST ABUTMENT
 BV1244'OF THE CONCRETE BRIDGE, 26 FT (7.9 M) SOUTH OF THE CENTER OF THE EAST
 BV1244'BOUND LANE, 13 FT (4.0 M) NORTH OF THE SOUTH END OF THE ABUTMENT, 1.5
 BV1244'FT (0.5 M) EAST OF A METAL WITNESS POST AND IS ABOUT 3 FT (0.9 M)
 BV1244'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1245 ***********************************************************************
 BV1245  DESIGNATION -  84 V 75
 BV1245  PID         -  BV1245
 BV1245  STATE/COUNTY-  MS/COVINGTON
 BV1245  USGS QUAD   -  COLLINS (1982)
 BV1245
 BV1245                         *CURRENT SURVEY CONTROL
 BV1245  ___________________________________________________________________
 BV1245* NAD 83(1986)-  31 39 11.     (N)    089 32 24.     (W)     SCALED    
 BV1245* NAVD 88     -        89.907  (meters)     294.97   (feet)  ADJUSTED  
 BV1245  ___________________________________________________________________
 BV1245  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1245  DYNAMIC HT  -          89.800 (meters)     294.62  (feet)  COMP
 BV1245  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 BV1245
 BV1245  VERT ORDER  -  SECOND    CLASS II
 BV1245
 BV1245.The horizontal coordinates were scaled from a topographic map and have
 BV1245.an estimated accuracy of +/- 6 seconds.
 BV1245
 BV1245.The orthometric height was determined by differential leveling
 BV1245.and adjusted in May 1996.
 BV1245
 BV1245.The geoid height was determined by GEOID03.
 BV1245
 BV1245.The dynamic height is computed by dividing the NAVD 88
 BV1245.geopotential number by the normal gravity value computed on the
 BV1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1245.degrees latitude (g = 980.6199 gals.).
 BV1245
 BV1245.The modeled gravity was interpolated from observed gravity values.
 BV1245
 BV1245;                    North         East    Units  Estimated Accuracy
 BV1245;SPC MS E     -   238,900.      232,980.      MT  (+/- 180 meters Scaled)
 BV1245
 BV1245                          SUPERSEDED SURVEY CONTROL
 BV1245
 BV1245  NGVD 29 (??/??/92)   89.914  (m)          294.99   (f) ADJ UNCH    2 2
 BV1245
 BV1245.Superseded values are not recommended for survey control.
 BV1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1245.See file dsdata.txt to determine how the superseded data were derived.
 BV1245
 BV1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA591047(NAD 83)
 BV1245_MARKER: DD = SURVEY DISK
 BV1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1245_SP_SET: CULVERT
 BV1245_STAMPING: BM 84V 75 1975
 BV1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1245
 BV1245  HISTORY     - Date     Condition        Report By
 BV1245  HISTORY     - 1975     MONUMENTED       MSHD
 BV1245
 BV1245                          STATION DESCRIPTION
 BV1245
 BV1245'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1245'1.3 MI ENE FROM COLLINS.
 BV1245'THE MARK IS LOCATED 1.3 MILES EAST-NORTHEAST OF COLLINS IN THE WEST
 BV1245'END ON THE NORTH HEADWALL OF A CULVERT UNDER U.S. HIGHWAY 84, 0.25
 BV1245'MILE EAST OF A CROSSROAD IN THE SOUTHEAST 1/4 OF SECTION 18, T 8N, R
 BV1245'15W.  IT IS 22 FEET NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 84, 1
 BV1245'FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END
 BV1245'OF THE NORTH HEADWALL OF A 10 X 6 FOOT CONCRETE BOX CULVERT AND IS
 BV1245'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1245'COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 1.05 MILES
 BV1245'TO THE JUNCTION OF STATE HIGHWAY 588.  CONTINUE EAST ON U.S. HIGHWAY
 BV1245'84 FOR 0.25 MILE TO THE CULVERT AND THE MARK ON THE LEFT ABOUT 100
 BV1245'FEET EAST OF A HIGH POWER LINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1246 ***********************************************************************
 BV1246  DESIGNATION -  84 V 76
 BV1246  PID         -  BV1246
 BV1246  STATE/COUNTY-  MS/COVINGTON
 BV1246  USGS QUAD   -  COLLINS (1982)
 BV1246
 BV1246                         *CURRENT SURVEY CONTROL
 BV1246  ___________________________________________________________________
 BV1246* NAD 83(1986)-  31 39 28.     (N)    089 31 37.     (W)     SCALED    
 BV1246* NAVD 88     -       110.609  (meters)     362.89   (feet)  ADJUSTED  
 BV1246  ___________________________________________________________________
 BV1246  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV1246  DYNAMIC HT  -         110.478 (meters)     362.46  (feet)  COMP
 BV1246  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 BV1246
 BV1246  VERT ORDER  -  SECOND    CLASS II
 BV1246
 BV1246.The horizontal coordinates were scaled from a topographic map and have
 BV1246.an estimated accuracy of +/- 6 seconds.
 BV1246
 BV1246.The orthometric height was determined by differential leveling
 BV1246.and adjusted in May 1996.
 BV1246
 BV1246.The geoid height was determined by GEOID03.
 BV1246
 BV1246.The dynamic height is computed by dividing the NAVD 88
 BV1246.geopotential number by the normal gravity value computed on the
 BV1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1246.degrees latitude (g = 980.6199 gals.).
 BV1246
 BV1246.The modeled gravity was interpolated from observed gravity values.
 BV1246
 BV1246;                    North         East    Units  Estimated Accuracy
 BV1246;SPC MS E     -   239,410.      234,220.      MT  (+/- 180 meters Scaled)
 BV1246
 BV1246                          SUPERSEDED SURVEY CONTROL
 BV1246
 BV1246  NGVD 29 (??/??/92)  110.618  (m)          362.92   (f) ADJ UNCH    2 2
 BV1246
 BV1246.Superseded values are not recommended for survey control.
 BV1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1246.See file dsdata.txt to determine how the superseded data were derived.
 BV1246
 BV1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA603052(NAD 83)
 BV1246_MARKER: DD = SURVEY DISK
 BV1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1246_SP_SET: CULVERT
 BV1246_STAMPING: BM 84V 76 1975
 BV1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1246
 BV1246  HISTORY     - Date     Condition        Report By
 BV1246  HISTORY     - 1975     MONUMENTED       MSHD
 BV1246
 BV1246                          STATION DESCRIPTION
 BV1246
 BV1246'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1246'2.25 MI ENE FROM COLLINS.
 BV1246'THE MARK IS LOCATED 2.25 MILES EAST-NORTHEAST OF COLLINS IN THE WEST
 BV1246'END OF THE NORTH HEADWALL OF A CULVERT UNDER U.S. HIGHWAY 84, 0.2 MILE
 BV1246'EAST OF A CROSSROAD IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
 BV1246'SECTION 17, T 8N, R 15W.  IT IS 23 FEET NORTH-NORTHWEST OF THE CENTER
 BV1246'OF HIGHWAY 84, 88 FEET WEST-SOUTHWEST OF THE CENTER OF AN ABANDONED
 BV1246'DRIVEWAY, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BV1246'THE WEST END OF THE NORTH HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT
 BV1246'AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 BV1246'FROM THE COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR
 BV1246'1.05 MILES TO THE JUNCTION OF STATE HIGHWAY 588.  CONTINUE EAST ON
 BV1246'U.S. HIGHWAY 84 FOR 0.9 MILE TO A CROSSROAD.  CONTINUE EAST ON U.S.
 BV1246'HIGHWAY 84 FOR 0.2 MILE TO THE CULVERT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1247 ***********************************************************************
 BV1247  DESIGNATION -  84 V 77
 BV1247  PID         -  BV1247
 BV1247  STATE/COUNTY-  MS/COVINGTON
 BV1247  USGS QUAD   -  COLLINS (1982)
 BV1247
 BV1247                         *CURRENT SURVEY CONTROL
 BV1247  ___________________________________________________________________
 BV1247* NAD 83(1986)-  31 39 49.     (N)    089 30 49.     (W)     SCALED    
 BV1247* NAVD 88     -       109.397  (meters)     358.91   (feet)  ADJUSTED  
 BV1247  ___________________________________________________________________
 BV1247  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV1247  DYNAMIC HT  -         109.266 (meters)     358.48  (feet)  COMP
 BV1247  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 BV1247
 BV1247  VERT ORDER  -  SECOND    CLASS II
 BV1247
 BV1247.The horizontal coordinates were scaled from a topographic map and have
 BV1247.an estimated accuracy of +/- 6 seconds.
 BV1247
 BV1247.The orthometric height was determined by differential leveling
 BV1247.and adjusted in May 1996.
 BV1247
 BV1247.The geoid height was determined by GEOID03.
 BV1247
 BV1247.The dynamic height is computed by dividing the NAVD 88
 BV1247.geopotential number by the normal gravity value computed on the
 BV1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1247.degrees latitude (g = 980.6199 gals.).
 BV1247
 BV1247.The modeled gravity was interpolated from observed gravity values.
 BV1247
 BV1247;                    North         East    Units  Estimated Accuracy
 BV1247;SPC MS E     -   240,050.      235,490.      MT  (+/- 180 meters Scaled)
 BV1247
 BV1247                          SUPERSEDED SURVEY CONTROL
 BV1247
 BV1247  NGVD 29 (??/??/92)  109.405  (m)          358.94   (f) ADJ UNCH    2 2
 BV1247
 BV1247.Superseded values are not recommended for survey control.
 BV1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1247.See file dsdata.txt to determine how the superseded data were derived.
 BV1247
 BV1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA616058(NAD 83)
 BV1247_MARKER: DD = SURVEY DISK
 BV1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1247_SP_SET: CULVERT
 BV1247_STAMPING: BM 84V 77 1975
 BV1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1247
 BV1247  HISTORY     - Date     Condition        Report By
 BV1247  HISTORY     - 1975     MONUMENTED       MSHD
 BV1247
 BV1247                          STATION DESCRIPTION
 BV1247
 BV1247'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1247'3 MI ENE FROM COLLINS.
 BV1247'THE MARK IS LOCATED 3 MILES EAST-NORTHEAST OF COLLINS IN THE WEST END
 BV1247'OF THE NORTH HEADWALL OF A BOX CULVERT ABOUT MIDWAY BETWEEN POLE NO.
 BV1247'49 AND POLE NO. 50, 0.55 MILE EAST OF A CROSSROAD IN THE NORTHEAST 1/4
 BV1247'OF THE NORTHWEST 1/4 OF SECTION 16, T 8N, R 15W.  IT IS 34 FEET
 BV1247'NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 84, 1 FOOT EAST OF A METAL
 BV1247'WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL
 BV1247'OF A 5 X 4 FOOT CONCRETE BOX CULVERT AND IS ABOUT 7 FEET BELOW THE
 BV1247'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS
 BV1247'GO NORTHEAST ON U.S. HIGHWAY 84 FOR 1.05 MILES TO THE JUNCTION OF
 BV1247'STATE HIGHWAY 588.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 2 MILES TO
 BV1247'THE CULVERT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1174 ***********************************************************************
 BV1174  DESIGNATION -  84 V 78
 BV1174  PID         -  BV1174
 BV1174  STATE/COUNTY-  MS/COVINGTON
 BV1174  USGS QUAD   -  HOT COFFEE (1982)
 BV1174
 BV1174                         *CURRENT SURVEY CONTROL
 BV1174  ___________________________________________________________________
 BV1174* NAD 83(1986)-  31 40 10.     (N)    089 29 59.     (W)     SCALED    
 BV1174* NAVD 88     -       121.225  (meters)     397.72   (feet)  ADJUSTED  
 BV1174  ___________________________________________________________________
 BV1174  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV1174  DYNAMIC HT  -         121.081 (meters)     397.25  (feet)  COMP
 BV1174  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 BV1174
 BV1174  VERT ORDER  -  SECOND    CLASS II
 BV1174
 BV1174.The horizontal coordinates were scaled from a topographic map and have
 BV1174.an estimated accuracy of +/- 6 seconds.
 BV1174
 BV1174.The orthometric height was determined by differential leveling
 BV1174.and adjusted in May 1996.
 BV1174
 BV1174.The geoid height was determined by GEOID03.
 BV1174
 BV1174.The dynamic height is computed by dividing the NAVD 88
 BV1174.geopotential number by the normal gravity value computed on the
 BV1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1174.degrees latitude (g = 980.6199 gals.).
 BV1174
 BV1174.The modeled gravity was interpolated from observed gravity values.
 BV1174
 BV1174;                    North         East    Units  Estimated Accuracy
 BV1174;SPC MS E     -   240,690.      236,810.      MT  (+/- 180 meters Scaled)
 BV1174
 BV1174                          SUPERSEDED SURVEY CONTROL
 BV1174
 BV1174  NGVD 29 (??/??/92)  121.235  (m)          397.75   (f) ADJ UNCH    2 2
 BV1174
 BV1174.Superseded values are not recommended for survey control.
 BV1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1174.See file dsdata.txt to determine how the superseded data were derived.
 BV1174
 BV1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA630065(NAD 83)
 BV1174_MARKER: DD = SURVEY DISK
 BV1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1174_STAMPING: BM 84V 78 1975
 BV1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1174+STABILITY: SURFACE MOTION
 BV1174
 BV1174  HISTORY     - Date     Condition        Report By
 BV1174  HISTORY     - 1975     MONUMENTED       MSHD
 BV1174
 BV1174                          STATION DESCRIPTION
 BV1174
 BV1174'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1174'3.95 MI ENE FROM COLLINS.
 BV1174'THE MARK IS 3.95 MILES EAST-NORTHEAST OF COLLINS ON THE NORTH ROW OF
 BV1174'U.S. HIGHWAY 84 ABOUT 100 YARDS WEST OF A SIDE ROAD LEADING SOUTH IN
 BV1174'THE SOUTHWEST 1/4 OF SECTION 10, T 8N, R 15W.  IT IS 61 FEET NORTH OF
 BV1174'THE CENTER OF HIGHWAY 84, 28 FEET EAST OF THE CENTER OF A WOODEN GATE,
 BV1174'55.5 FEET NORTHEAST OF POLE NO. 61, 6 FEET EAST OF A T FENCE CORNER,
 BV1174'1.5 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 BV1174'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL
 BV1174'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 BV1174'COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 1.05 MILES
 BV1174'TO THE JUNCTION OF STATE HIGHWAY 588.  CONTINUE EAST ON U.S. HIGHWAY
 BV1174'84 FOR 2.9 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1175 ***********************************************************************
 BV1175  DESIGNATION -  84 V 79
 BV1175  PID         -  BV1175
 BV1175  STATE/COUNTY-  MS/COVINGTON
 BV1175  USGS QUAD   -  HOT COFFEE (1982)
 BV1175
 BV1175                         *CURRENT SURVEY CONTROL
 BV1175  ___________________________________________________________________
 BV1175* NAD 83(1986)-  31 40 13.     (N)    089 29 12.     (W)     SCALED    
 BV1175* NAVD 88     -       108.926  (meters)     357.37   (feet)  ADJUSTED  
 BV1175  ___________________________________________________________________
 BV1175  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BV1175  DYNAMIC HT  -         108.797 (meters)     356.94  (feet)  COMP
 BV1175  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BV1175
 BV1175  VERT ORDER  -  SECOND    CLASS II
 BV1175
 BV1175.The horizontal coordinates were scaled from a topographic map and have
 BV1175.an estimated accuracy of +/- 6 seconds.
 BV1175
 BV1175.The orthometric height was determined by differential leveling
 BV1175.and adjusted in May 1996.
 BV1175
 BV1175.The geoid height was determined by GEOID03.
 BV1175
 BV1175.The dynamic height is computed by dividing the NAVD 88
 BV1175.geopotential number by the normal gravity value computed on the
 BV1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1175.degrees latitude (g = 980.6199 gals.).
 BV1175
 BV1175.The modeled gravity was interpolated from observed gravity values.
 BV1175
 BV1175;                    North         East    Units  Estimated Accuracy
 BV1175;SPC MS E     -   240,780.      238,050.      MT  (+/- 180 meters Scaled)
 BV1175
 BV1175                          SUPERSEDED SURVEY CONTROL
 BV1175
 BV1175  NGVD 29 (??/??/92)  108.936  (m)          357.40   (f) ADJ UNCH    2 2
 BV1175
 BV1175.Superseded values are not recommended for survey control.
 BV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1175.See file dsdata.txt to determine how the superseded data were derived.
 BV1175
 BV1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA642065(NAD 83)
 BV1175_MARKER: DD = SURVEY DISK
 BV1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1175_SP_SET: CULVERT
 BV1175_STAMPING: BM 84V 79 1975
 BV1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1175
 BV1175  HISTORY     - Date     Condition        Report By
 BV1175  HISTORY     - 1975     MONUMENTED       MSHD
 BV1175
 BV1175                          STATION DESCRIPTION
 BV1175
 BV1175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1175'4.9 MI ENE FROM COLLINS.
 BV1175'THE MARK IS LOCATED 4.9 MILES EAST-NORTHEAST OF COLLINS IN THE EAST
 BV1175'END OF THE NORTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84 ABOUT
 BV1175'100 YARDS EAST OF A HIGH POWER LINE CROSSING IN THE SOUTHEAST 1/4 OF
 BV1175'THE NORTHEAST 1/4 OF SECTION 10, T 8N, R 15W.  IT IS 27 FEET NORTH OF
 BV1175'THE CENTER OF HIGHWAY 84, 158 FEET WEST OF THE CENTER OF A GRAVELED
 BV1175'ROAD LEADING NORTH, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A
 BV1175'DRILL HOLE IN THE EAST END OF A 4 X 4 FOOT CONCRETE BOX CULVERT AND IS
 BV1175'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1175'COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 1.05 MILES
 BV1175'TO THE JUNCTION OF STATE HIGHWAY 588.  CONTINUE EAST ON U.S. HIGHWAY
 BV1175'84 FOR 3.6 MILES TO A SIDE ROAD LEFT.  CONTINUE EAST ON U.S. HIGHWAY
 BV1175'84 FOR 0.25 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1981 ***********************************************************************
 BW1981  DESIGNATION -  84 V 8
 BW1981  PID         -  BW1981
 BW1981  STATE/COUNTY-  MS/FRANKLIN
 BW1981  USGS QUAD   -  MC CALL CREEK (1972)
 BW1981
 BW1981                         *CURRENT SURVEY CONTROL
 BW1981  ___________________________________________________________________
 BW1981* NAD 83(1986)-  31 30 19.     (N)    090 43 12.     (W)     SCALED    
 BW1981* NAVD 88     -        84.059  (meters)     275.78   (feet)  ADJUSTED  
 BW1981  ___________________________________________________________________
 BW1981  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW1981  DYNAMIC HT  -          83.956 (meters)     275.45  (feet)  COMP
 BW1981  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 BW1981
 BW1981  VERT ORDER  -  SECOND    CLASS II
 BW1981
 BW1981.The horizontal coordinates were scaled from a topographic map and have
 BW1981.an estimated accuracy of +/- 6 seconds.
 BW1981
 BW1981.The orthometric height was determined by differential leveling
 BW1981.and adjusted in May 1996.
 BW1981
 BW1981.The geoid height was determined by GEOID03.
 BW1981
 BW1981.The dynamic height is computed by dividing the NAVD 88
 BW1981.geopotential number by the normal gravity value computed on the
 BW1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1981.degrees latitude (g = 980.6199 gals.).
 BW1981
 BW1981.The modeled gravity was interpolated from observed gravity values.
 BW1981
 BW1981;                    North         East    Units  Estimated Accuracy
 BW1981;SPC MS W     -   222,360.      663,270.      MT  (+/- 180 meters Scaled)
 BW1981
 BW1981                          SUPERSEDED SURVEY CONTROL
 BW1981
 BW1981  NGVD 29 (??/??/92)   84.131  (m)          276.02   (f) ADJ UNCH    2 2
 BW1981
 BW1981.Superseded values are not recommended for survey control.
 BW1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1981.See file dsdata.txt to determine how the superseded data were derived.
 BW1981
 BW1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ165878(NAD 83)
 BW1981_MARKER: DD = SURVEY DISK
 BW1981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1981_SP_SET: CULVERT
 BW1981_STAMPING: BM 84V 8 1975
 BW1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1981
 BW1981  HISTORY     - Date     Condition        Report By
 BW1981  HISTORY     - 1975     MONUMENTED       MSHD
 BW1981
 BW1981                          STATION DESCRIPTION
 BW1981
 BW1981'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1981'8.75 MI NE FROM BUDE.
 BW1981'THE MARK IS LOCATED 8.75 MILES NORTHEAST OF BUDE IN THE EAST END OF
 BW1981'THE SOUTH HEADWALL OF A 14 X 14 CONCRETE BOX CULVERT WITH GUARD RAILS,
 BW1981'1.15 MILES WEST OF THE POST OFFICE AT MCCALL CREEK.  IT IS 19.5 FEET
 BW1981'SOUTH OF THE CENTER OF HIGHWAY 84, 4 FEET EAST-SOUTHEAST OF THE EAST
 BW1981'ONE OF THREE METAL POST FOR A GUARD RAIL, 2.5 FEET SOUTH OF A GUARD
 BW1981'RAIL, 0.5 FEET WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BW1981'EAST END OF THE SOUTH HEADWALL OF A BOX CULVERT UNDER HIGHWAY 84 AND
 BW1981'IS ABOUT 3 FEET LOWER THAN THE TRACK.  NOTE-- TO REACH FROM THE
 BW1981'JUNCTION OF U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO EAST ON
 BW1981'U.S. HIGHWAY 84 THROUGH BUDE FOR 9.3 MILES TO A SIDE ROAD LEFT.
 BW1981'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.7 MILES TO THE CULVERT AND THE
 BW1981'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1176 ***********************************************************************
 BV1176  DESIGNATION -  84 V 80
 BV1176  PID         -  BV1176
 BV1176  STATE/COUNTY-  MS/COVINGTON
 BV1176  USGS QUAD   -  HOT COFFEE (1982)
 BV1176
 BV1176                         *CURRENT SURVEY CONTROL
 BV1176  ___________________________________________________________________
 BV1176* NAD 83(1986)-  31 40 37.     (N)    089 28 24.     (W)     SCALED    
 BV1176* NAVD 88     -       108.460  (meters)     355.84   (feet)  ADJUSTED  
 BV1176  ___________________________________________________________________
 BV1176  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV1176  DYNAMIC HT  -         108.332 (meters)     355.42  (feet)  COMP
 BV1176  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 BV1176
 BV1176  VERT ORDER  -  SECOND    CLASS II
 BV1176
 BV1176.The horizontal coordinates were scaled from a topographic map and have
 BV1176.an estimated accuracy of +/- 6 seconds.
 BV1176
 BV1176.The orthometric height was determined by differential leveling
 BV1176.and adjusted in May 1996.
 BV1176
 BV1176.The geoid height was determined by GEOID03.
 BV1176
 BV1176.The dynamic height is computed by dividing the NAVD 88
 BV1176.geopotential number by the normal gravity value computed on the
 BV1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1176.degrees latitude (g = 980.6199 gals.).
 BV1176
 BV1176.The modeled gravity was interpolated from observed gravity values.
 BV1176
 BV1176;                    North         East    Units  Estimated Accuracy
 BV1176;SPC MS E     -   241,510.      239,320.      MT  (+/- 180 meters Scaled)
 BV1176
 BV1176                          SUPERSEDED SURVEY CONTROL
 BV1176
 BV1176  NGVD 29 (??/??/92)  108.472  (m)          355.88   (f) ADJ UNCH    2 2
 BV1176
 BV1176.Superseded values are not recommended for survey control.
 BV1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1176.See file dsdata.txt to determine how the superseded data were derived.
 BV1176
 BV1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA655072(NAD 83)
 BV1176_MARKER: DD = SURVEY DISK
 BV1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1176_SP_SET: CULVERT
 BV1176_STAMPING: BM 84V 80 1975
 BV1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1176
 BV1176  HISTORY     - Date     Condition        Report By
 BV1176  HISTORY     - 1975     MONUMENTED       MSHD
 BV1176
 BV1176                          STATION DESCRIPTION
 BV1176
 BV1176'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1176'5.85 MI ENE FROM COLLINS.
 BV1176'THE MARK IS LOCATED 5.85 MILES EAST-NORTHEAST OF COLLINS IN THE WEST
 BV1176'END OF THE NORTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84
 BV1176'OPPOSITE AND ACROSS THE HIGHWAY FROM A POND IN THE NORTHEAST 1/4 OF
 BV1176'SECTION 11, T 8N, R 15W.  IT IS 42 FEET NORTH-NORTHWEST OF THE CENTER
 BV1176'OF HIGHWAY 84, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE
 BV1176'IN THE WEST END OF THE NORTH HEADWALL OF A 3 X 3 FOOT CONCRETE BOX
 BV1176'CULVERT AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO
 BV1176'REACH FROM THE COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84
 BV1176'FOR 1.05 MILES TO THE JUNCTION OF STATE HIGHWAY 588. CONTINUE EAST ON
 BV1176'U.S. HIGHWAY 84 4.45 MILES TO A CROSSROAD.  CONTINUE EAST ON U.S.
 BV1176'HIGHWAY 84 FOR 0.35 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1177 ***********************************************************************
 BV1177  DESIGNATION -  84 V 81
 BV1177  PID         -  BV1177
 BV1177  STATE/COUNTY-  MS/COVINGTON
 BV1177  USGS QUAD   -  HOT COFFEE (1982)
 BV1177
 BV1177                         *CURRENT SURVEY CONTROL
 BV1177  ___________________________________________________________________
 BV1177* NAD 83(1986)-  31 41 01.     (N)    089 27 24.     (W)     SCALED    
 BV1177* NAVD 88     -        96.413  (meters)     316.31   (feet)  ADJUSTED  
 BV1177  ___________________________________________________________________
 BV1177  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV1177  DYNAMIC HT  -          96.299 (meters)     315.94  (feet)  COMP
 BV1177  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 BV1177
 BV1177  VERT ORDER  -  SECOND    CLASS II
 BV1177
 BV1177.The horizontal coordinates were scaled from a topographic map and have
 BV1177.an estimated accuracy of +/- 6 seconds.
 BV1177
 BV1177.The orthometric height was determined by differential leveling
 BV1177.and adjusted in May 1996.
 BV1177
 BV1177.The geoid height was determined by GEOID03.
 BV1177
 BV1177.The dynamic height is computed by dividing the NAVD 88
 BV1177.geopotential number by the normal gravity value computed on the
 BV1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1177.degrees latitude (g = 980.6199 gals.).
 BV1177
 BV1177.The modeled gravity was interpolated from observed gravity values.
 BV1177
 BV1177;                    North         East    Units  Estimated Accuracy
 BV1177;SPC MS E     -   242,240.      240,900.      MT  (+/- 180 meters Scaled)
 BV1177
 BV1177                          SUPERSEDED SURVEY CONTROL
 BV1177
 BV1177  NGVD 29 (??/??/92)   96.426  (m)          316.36   (f) ADJ UNCH    2 2
 BV1177
 BV1177.Superseded values are not recommended for survey control.
 BV1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1177.See file dsdata.txt to determine how the superseded data were derived.
 BV1177
 BV1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA671079(NAD 83)
 BV1177_MARKER: DD = SURVEY DISK
 BV1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1177_SP_SET: CULVERT
 BV1177_STAMPING: BM 84V 81 1975
 BV1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1177
 BV1177  HISTORY     - Date     Condition        Report By
 BV1177  HISTORY     - 1975     MONUMENTED       MSHD
 BV1177
 BV1177                          STATION DESCRIPTION
 BV1177
 BV1177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1177'6.8 MI ENE FROM COLLINS.
 BV1177'THE MARK IS LOCATED 6.8 MILES EAST-NORTHEAST OF COLLINS IN THE WEST
 BV1177'END OF THE NORTH HEADWALL OF A BOX CULVERT IN THE NORTHWEST 1/4 OF THE
 BV1177'SOUTHEAST 1/4 OF SECTION 1, T 8N, R 15W.  IT IS 23.5 FEET NORTH OF THE
 BV1177'CENTER OF HIGHWAY 84, 1 FOOT EAST OF A METAL WITNESS POST SET IN A
 BV1177'DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 10 X 6 FOOT
 BV1177'CONCRETE BOX CULVERT AND IS ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 BV1177'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO EAST ON
 BV1177'U.S. HIGHWAY 84 FOR 6.55 MILES TO THE JUNCTION OF STATE HIGHWAY 37.
 BV1177'CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1178 ***********************************************************************
 BV1178  DESIGNATION -  84 V 82
 BV1178  PID         -  BV1178
 BV1178  STATE/COUNTY-  MS/COVINGTON
 BV1178  USGS QUAD   -  HOT COFFEE (1982)
 BV1178
 BV1178                         *CURRENT SURVEY CONTROL
 BV1178  ___________________________________________________________________
 BV1178* NAD 83(1986)-  31 41 19.     (N)    089 26 30.     (W)     SCALED    
 BV1178* NAVD 88     -       122.894  (meters)     403.19   (feet)  ADJUSTED  
 BV1178  ___________________________________________________________________
 BV1178  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BV1178  DYNAMIC HT  -         122.749 (meters)     402.72  (feet)  COMP
 BV1178  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 BV1178
 BV1178  VERT ORDER  -  SECOND    CLASS II
 BV1178
 BV1178.The horizontal coordinates were scaled from a topographic map and have
 BV1178.an estimated accuracy of +/- 6 seconds.
 BV1178
 BV1178.The orthometric height was determined by differential leveling
 BV1178.and adjusted in May 1996.
 BV1178
 BV1178.The geoid height was determined by GEOID03.
 BV1178
 BV1178.The dynamic height is computed by dividing the NAVD 88
 BV1178.geopotential number by the normal gravity value computed on the
 BV1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1178.degrees latitude (g = 980.6199 gals.).
 BV1178
 BV1178.The modeled gravity was interpolated from observed gravity values.
 BV1178
 BV1178;                    North         East    Units  Estimated Accuracy
 BV1178;SPC MS E     -   242,780.      242,330.      MT  (+/- 180 meters Scaled)
 BV1178
 BV1178                          SUPERSEDED SURVEY CONTROL
 BV1178
 BV1178  NGVD 29 (??/??/92)  122.907  (m)          403.24   (f) ADJ UNCH    2 2
 BV1178
 BV1178.Superseded values are not recommended for survey control.
 BV1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1178.See file dsdata.txt to determine how the superseded data were derived.
 BV1178
 BV1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA685085(NAD 83)
 BV1178_MARKER: DD = SURVEY DISK
 BV1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1178_STAMPING: BM 84V 82 1975
 BV1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1178+STABILITY: SURFACE MOTION
 BV1178
 BV1178  HISTORY     - Date     Condition        Report By
 BV1178  HISTORY     - 1975     MONUMENTED       MSHD
 BV1178
 BV1178                          STATION DESCRIPTION
 BV1178
 BV1178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1178'8 MI ENE FROM COLLINS.
 BV1178'THE MARK IS LOCATED 8 MILES EAST-NORTHEAST OF COLLINS BY A ROW MARKER
 BV1178'NEAR THE NORTH ROW OF U.S. HIGHWAY 84 IN THE NORTHEAST 1/4 OF SECTION
 BV1178'6, T 8N, R 14W.  IT IS 75 FEET NORTH-NORTHWEST OF THE CENTER OF
 BV1178'HIGHWAY 84, 193 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED
 BV1178'DRIVEWAY LEADING TO A BRICK HOUSE, 141 FEET NORTH-NORTHWEST AND ACROSS
 BV1178'THE HIGHWAY FROM A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 16
 BV1178'FEET SOUTH-SOUTHEAST OF A 20 INCH PINE, 44 FEET EAST-SOUTHEAST OF A 30
 BV1178'INCH PINE, 15.5 FEET WEST OF A 12 INCH PINE, 1.5 FEET WEST-SOUTHWEST
 BV1178'OF A ROW MARKER, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN THE
 BV1178'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF
 BV1178'THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE
 BV1178'COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 6.55 MILES
 BV1178'TO THE JUNCTION OF STATE HIGHWAY 37.  CONTINUE EAST ON U.S. HIGHWAY 84
 BV1178'FOR 0.9 MILE TO A CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR
 BV1178'0.55 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1179 ***********************************************************************
 BV1179  DESIGNATION -  84 V 83
 BV1179  PID         -  BV1179
 BV1179  STATE/COUNTY-  MS/COVINGTON
 BV1179  USGS QUAD   -  HOT COFFEE (1982)
 BV1179
 BV1179                         *CURRENT SURVEY CONTROL
 BV1179  ___________________________________________________________________
 BV1179* NAD 83(1986)-  31 41 49.     (N)    089 25 30.     (W)     SCALED    
 BV1179* NAVD 88     -        82.864  (meters)     271.86   (feet)  ADJUSTED  
 BV1179  ___________________________________________________________________
 BV1179  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BV1179  DYNAMIC HT  -          82.766 (meters)     271.54  (feet)  COMP
 BV1179  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 BV1179
 BV1179  VERT ORDER  -  SECOND    CLASS II
 BV1179
 BV1179.The horizontal coordinates were scaled from a topographic map and have
 BV1179.an estimated accuracy of +/- 6 seconds.
 BV1179
 BV1179.The orthometric height was determined by differential leveling
 BV1179.and adjusted in May 1996.
 BV1179
 BV1179.The geoid height was determined by GEOID03.
 BV1179
 BV1179.The dynamic height is computed by dividing the NAVD 88
 BV1179.geopotential number by the normal gravity value computed on the
 BV1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1179.degrees latitude (g = 980.6199 gals.).
 BV1179
 BV1179.The modeled gravity was interpolated from observed gravity values.
 BV1179
 BV1179;                    North         East    Units  Estimated Accuracy
 BV1179;SPC MS E     -   243,700.      243,910.      MT  (+/- 180 meters Scaled)
 BV1179
 BV1179                          SUPERSEDED SURVEY CONTROL
 BV1179
 BV1179  NGVD 29 (??/??/92)   82.880  (m)          271.92   (f) ADJ UNCH    2 2
 BV1179
 BV1179.Superseded values are not recommended for survey control.
 BV1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1179.See file dsdata.txt to determine how the superseded data were derived.
 BV1179
 BV1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA701094(NAD 83)
 BV1179_MARKER: DD = SURVEY DISK
 BV1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1179_SP_SET: CULVERT
 BV1179_STAMPING: BM 84V 83 1975
 BV1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1179
 BV1179  HISTORY     - Date     Condition        Report By
 BV1179  HISTORY     - 1975     MONUMENTED       MSHD
 BV1179
 BV1179                          STATION DESCRIPTION
 BV1179
 BV1179'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1179'9.1 MI NNE FROM COLLINS.
 BV1179'THE MARK IS LOCATED 9.1 MILES NORTH-NORTHEAST OF COLLINS IN THE EAST
 BV1179'END OF THE NORTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84, 1.05
 BV1179'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 532 IN THE NORTHWEST
 BV1179'1/4 OF THE SOUTHEAST 1/4 OF SECTION 32, T 9N, R 14W.  IT IS 18 FEET
 BV1179'NORTH OF THE CENTER OF HIGHWAY 84, 82 FEET WEST OF THE CENTER OF A
 BV1179'GRAVELED DRIVEWAY, 1 FOOT WEST OF A METAL WITNESS POST SET IN A DRILL
 BV1179'HOLE IN THE EAST END OF THE NORTH HEADWALL OF A 10 X 5 FOOT CONCRETE
 BV1179'BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. NOTE--
 BV1179'TO REACH FROM THE COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY
 BV1179'84 FOR 6.55 MILES TO THE JUNCTION OF STATE HIGHWAY 37. CONTINUE EAST
 BV1179'ON U.S. HIGHWAY 84 FOR 2.55 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1181 ***********************************************************************
 BV1181  DESIGNATION -  84 V 84
 BV1181  PID         -  BV1181
 BV1181  STATE/COUNTY-  MS/JONES
 BV1181  USGS QUAD   -  HOT COFFEE (1982)
 BV1181
 BV1181                         *CURRENT SURVEY CONTROL
 BV1181  ___________________________________________________________________
 BV1181* NAD 83(1986)-  31 42 19.     (N)    089 23 18.     (W)     SCALED    
 BV1181* NAVD 88     -        71.715  (meters)     235.28   (feet)  ADJUSTED  
 BV1181  ___________________________________________________________________
 BV1181  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BV1181  DYNAMIC HT  -          71.630 (meters)     235.01  (feet)  COMP
 BV1181  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 BV1181
 BV1181  VERT ORDER  -  SECOND    CLASS II
 BV1181
 BV1181.The horizontal coordinates were scaled from a topographic map and have
 BV1181.an estimated accuracy of +/- 6 seconds.
 BV1181
 BV1181.The orthometric height was determined by differential leveling
 BV1181.and adjusted in May 1996.
 BV1181
 BV1181.The geoid height was determined by GEOID03.
 BV1181
 BV1181.The dynamic height is computed by dividing the NAVD 88
 BV1181.geopotential number by the normal gravity value computed on the
 BV1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1181.degrees latitude (g = 980.6199 gals.).
 BV1181
 BV1181.The modeled gravity was interpolated from observed gravity values.
 BV1181
 BV1181;                    North         East    Units  Estimated Accuracy
 BV1181;SPC MS E     -   244,610.      247,390.      MT  (+/- 180 meters Scaled)
 BV1181
 BV1181                          SUPERSEDED SURVEY CONTROL
 BV1181
 BV1181  NGVD 29 (??/??/92)   71.733  (m)          235.34   (f) ADJ UNCH    2 2
 BV1181
 BV1181.Superseded values are not recommended for survey control.
 BV1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1181.See file dsdata.txt to determine how the superseded data were derived.
 BV1181
 BV1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA736102(NAD 83)
 BV1181_MARKER: DD = SURVEY DISK
 BV1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1181_SP_SET: CULVERT
 BV1181_STAMPING: BM 84V 84 1975
 BV1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1181
 BV1181  HISTORY     - Date     Condition        Report By
 BV1181  HISTORY     - 1975     MONUMENTED       MSHD
 BV1181
 BV1181                          STATION DESCRIPTION
 BV1181
 BV1181'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1181'11.2 MI ENE FROM COLLINS.
 BV1181'THE MARK IS LOCATED 11.2 MILES EAST-SOUTHEAST OF COLLINS IN THE WEST
 BV1181'END OF THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER U.S. HIGHWAY
 BV1181'84, 0.75 MILE EAST OF THE COVINGTON-JONES COUNTY LINE IN THE NORTHEAST
 BV1181'1/4 OF SECTION 34, T 9N, R 14W.  IT IS 41.5 FEET SOUTH OF THE CENTER
 BV1181'OF HIGHWAY 84, 165 FEET EAST OF THE PROJECTED CENTER OF A GRAVELED
 BV1181'ROAD, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BV1181'WEST END OF THE SOUTH HEADWALL OF A 14 X 12 FOOT DOUBLE BOX CULVERT
 BV1181'AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE-- TO REACH
 BV1181'FROM THE COURTHOUSE IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 9.9
 BV1181'MILES TO THE JUNCTION OF STATE HIGHWAY 532. CONTINUE EAST ON U.S.
 BV1181'HIGHWAY 84 FOR 1.3 MILES TO THE MARK ON THE RIGHT JUST BEYOND A SIDE
 BV1181'ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1182 ***********************************************************************
 BV1182  DESIGNATION -  84 V 85
 BV1182  PID         -  BV1182
 BV1182  STATE/COUNTY-  MS/JONES
 BV1182  USGS QUAD   -  HEBRON (1982)
 BV1182
 BV1182                         *CURRENT SURVEY CONTROL
 BV1182  ___________________________________________________________________
 BV1182* NAD 83(1986)-  31 42 23.     (N)    089 22 23.     (W)     SCALED    
 BV1182* NAVD 88     -        82.389  (meters)     270.30   (feet)  ADJUSTED  
 BV1182  ___________________________________________________________________
 BV1182  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BV1182  DYNAMIC HT  -          82.292 (meters)     269.99  (feet)  COMP
 BV1182  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 BV1182
 BV1182  VERT ORDER  -  SECOND    CLASS II
 BV1182
 BV1182.The horizontal coordinates were scaled from a topographic map and have
 BV1182.an estimated accuracy of +/- 6 seconds.
 BV1182
 BV1182.The orthometric height was determined by differential leveling
 BV1182.and adjusted in May 1996.
 BV1182
 BV1182.The geoid height was determined by GEOID03.
 BV1182
 BV1182.The dynamic height is computed by dividing the NAVD 88
 BV1182.geopotential number by the normal gravity value computed on the
 BV1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1182.degrees latitude (g = 980.6199 gals.).
 BV1182
 BV1182.The modeled gravity was interpolated from observed gravity values.
 BV1182
 BV1182;                    North         East    Units  Estimated Accuracy
 BV1182;SPC MS E     -   244,720.      248,840.      MT  (+/- 180 meters Scaled)
 BV1182
 BV1182                          SUPERSEDED SURVEY CONTROL
 BV1182
 BV1182  NGVD 29 (??/??/92)   82.407  (m)          270.36   (f) ADJ UNCH    2 2
 BV1182
 BV1182.Superseded values are not recommended for survey control.
 BV1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1182.See file dsdata.txt to determine how the superseded data were derived.
 BV1182
 BV1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA751103(NAD 83)
 BV1182_MARKER: DD = SURVEY DISK
 BV1182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1182_SP_SET: CULVERT
 BV1182_STAMPING: BM 84V 85 1975
 BV1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1182
 BV1182  HISTORY     - Date     Condition        Report By
 BV1182  HISTORY     - 1975     MONUMENTED       MSHD
 BV1182
 BV1182                          STATION DESCRIPTION
 BV1182
 BV1182'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1182'12.2 MI ENE FROM COLLINS.
 BV1182'THE MARK IS LOCATED 12.2 MILES EAST-NORTHEAST OF COLLINS IN THE EAST
 BV1182'END OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY
 BV1182'84 ABOUT 0.1 MILE WEST OF THE COMMUNITY OF HEBRON IN THE SOUTHWEST 1/4
 BV1182'OF THE NORTHEAST 1/4 OF SECTION 35, T 9N, R 14W.  IT IS 21 FEET SOUTH
 BV1182'OF THE CENTER OF HIGHWAY 84, 1 FOOT WEST OF A METAL WITNESS POST SET
 BV1182'IN A DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A 5 X 5 FOOT
 BV1182'CONCRETE BOX CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 BV1182'HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO NORTHEAST
 BV1182'ON U.S. HIGHWAY 84 FOR 9.9 MILES TO THE JUNCTION OF STATE HIGHWAY 532
 BV1182'JUST BEFORE REACHING THE LEAF RIVER BRIDGE. CONTINUE EAST ON U.S.
 BV1182'HIGHWAY 84 FOR 2.3 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1185 ***********************************************************************
 BV1185  DESIGNATION -  84 V 86
 BV1185  PID         -  BV1185
 BV1185  STATE/COUNTY-  MS/JONES
 BV1185  USGS QUAD   -  HEBRON (1982)
 BV1185
 BV1185                         *CURRENT SURVEY CONTROL
 BV1185  ___________________________________________________________________
 BV1185* NAD 83(1986)-  31 42 12.     (N)    089 21 20.     (W)     SCALED    
 BV1185* NAVD 88     -        95.608  (meters)     313.67   (feet)  ADJUSTED  
 BV1185  ___________________________________________________________________
 BV1185  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BV1185  DYNAMIC HT  -          95.495 (meters)     313.30  (feet)  COMP
 BV1185  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BV1185
 BV1185  VERT ORDER  -  SECOND    CLASS II
 BV1185
 BV1185.The horizontal coordinates were scaled from a topographic map and have
 BV1185.an estimated accuracy of +/- 6 seconds.
 BV1185
 BV1185.The orthometric height was determined by differential leveling
 BV1185.and adjusted in May 1996.
 BV1185
 BV1185.The geoid height was determined by GEOID03.
 BV1185
 BV1185.The dynamic height is computed by dividing the NAVD 88
 BV1185.geopotential number by the normal gravity value computed on the
 BV1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1185.degrees latitude (g = 980.6199 gals.).
 BV1185
 BV1185.The modeled gravity was interpolated from observed gravity values.
 BV1185
 BV1185;                    North         East    Units  Estimated Accuracy
 BV1185;SPC MS E     -   244,370.      250,500.      MT  (+/- 180 meters Scaled)
 BV1185
 BV1185                          SUPERSEDED SURVEY CONTROL
 BV1185
 BV1185  NGVD 29 (??/??/92)   95.626  (m)          313.73   (f) ADJ UNCH    2 2
 BV1185
 BV1185.Superseded values are not recommended for survey control.
 BV1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1185.See file dsdata.txt to determine how the superseded data were derived.
 BV1185
 BV1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA767099(NAD 83)
 BV1185_MARKER: DD = SURVEY DISK
 BV1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1185_STAMPING: BM 84V 86 1975
 BV1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1185+STABILITY: SURFACE MOTION
 BV1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1185+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 BV1185
 BV1185  HISTORY     - Date     Condition        Report By
 BV1185  HISTORY     - 1975     MONUMENTED       MSHD
 BV1185  HISTORY     - 20080808 GOOD             JCLS
 BV1185
 BV1185                          STATION DESCRIPTION
 BV1185
 BV1185'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1185'13.35 MI ENE FROM COLLINS.
 BV1185'THE MARK IS LOCATED 13.35 MILES EAST-NORTHEAST OF LAUREL IN THE
 BV1185'SOUTHWEST ANGLE OF A CROSSROAD NEAR A BROKEN ROW MARKER ON THE SOUTH
 BV1185'ROW OF U.S. HIGHWAY 84, 14.35 MILES WEST OF LAUREL, 1.05 MILES EAST OF
 BV1185'THE COMMUNITY OF HEBRON IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
 BV1185'SECTION 36, T 9N, R 14W.  IT IS 50 FEET SOUTH-SOUTHWEST OF THE CENTER
 BV1185'OF HIGHWAY 84, 153 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 104.5
 BV1185'FEET WEST OF A POWER POLE WITH A TRANSFORMER, 5.5 FEET NORTH-NORTHEAST
 BV1185'OF A FENCE, 1 FOOT EAST-SOUTHEAST OF A BROKEN ROW MARKER, 1 FOOT
 BV1185'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1185'POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 BV1185'INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN COLLINS GO
 BV1185'EAST-NORTHEAST OF U.S. HIGHWAY 84 FOR 13.35 MILES TO A CROSSROAD AND
 BV1185'THE MARK ON THE RIGHT.
 BV1185
 BV1185                          STATION RECOVERY (2008)
 BV1185
 BV1185'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BV1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1186 ***********************************************************************
 BV1186  DESIGNATION -  84 V 87
 BV1186  PID         -  BV1186
 BV1186  STATE/COUNTY-  MS/JONES
 BV1186  USGS QUAD   -  HEBRON (1982)
 BV1186
 BV1186                         *CURRENT SURVEY CONTROL
 BV1186  ___________________________________________________________________
 BV1186* NAD 83(1986)-  31 41 54.     (N)    089 20 37.     (W)     SCALED    
 BV1186* NAVD 88     -        81.623  (meters)     267.79   (feet)  ADJUSTED  
 BV1186  ___________________________________________________________________
 BV1186  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BV1186  DYNAMIC HT  -          81.527 (meters)     267.48  (feet)  COMP
 BV1186  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 BV1186
 BV1186  VERT ORDER  -  SECOND    CLASS II
 BV1186
 BV1186.The horizontal coordinates were scaled from a topographic map and have
 BV1186.an estimated accuracy of +/- 6 seconds.
 BV1186
 BV1186.The orthometric height was determined by differential leveling
 BV1186.and adjusted in May 1996.
 BV1186
 BV1186.The geoid height was determined by GEOID03.
 BV1186
 BV1186.The dynamic height is computed by dividing the NAVD 88
 BV1186.geopotential number by the normal gravity value computed on the
 BV1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1186.degrees latitude (g = 980.6199 gals.).
 BV1186
 BV1186.The modeled gravity was interpolated from observed gravity values.
 BV1186
 BV1186;                    North         East    Units  Estimated Accuracy
 BV1186;SPC MS E     -   243,810.      251,630.      MT  (+/- 180 meters Scaled)
 BV1186
 BV1186                          SUPERSEDED SURVEY CONTROL
 BV1186
 BV1186  NGVD 29 (??/??/92)   81.643  (m)          267.86   (f) ADJ UNCH    2 2
 BV1186
 BV1186.Superseded values are not recommended for survey control.
 BV1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1186.See file dsdata.txt to determine how the superseded data were derived.
 BV1186
 BV1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA778093(NAD 83)
 BV1186_MARKER: DD = SURVEY DISK
 BV1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1186_SP_SET: CULVERT
 BV1186_STAMPING: BM 84V 87 1975
 BV1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1186
 BV1186  HISTORY     - Date     Condition        Report By
 BV1186  HISTORY     - 1975     MONUMENTED       MSHD
 BV1186
 BV1186                          STATION DESCRIPTION
 BV1186
 BV1186'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1186'13.5 MI W FROM LAUREL.
 BV1186'THE MARK IS LOCATED 13.5 MILES WEST OF LAUREL IN THE WEST END OF THE
 BV1186'SOUTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84, 14.1 MILES
 BV1186'EAST-NORTHEAST OF COLLINS, 1.85 MILES EAST OF THE COMMUNITY OF HEBRON
 BV1186'IN THE SOUTHWEST 1/4 OF SECTION 31, T 9N, 13W.  IT IS 20.5 FEET
 BV1186'SOUTHWEST OF THE CENTER OF HIGHWAY 84, 1 FOOT SOUTHEAST OF THE
 BV1186'NORTHWEST END OF THE SOUTHEAST HEADWALL OF AN 8 X 4 FOOT CONCRETE BOX
 BV1186'CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO
 BV1186'REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 15 AT THE
 BV1186'WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY 84 FOR 12.4 MILES TO A
 BV1186'SIDE ROAD LEFT.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.15 MILE TO THE
 BV1186'MARK ON THE LEFT.  THE MARK ALSO CAN BE REACHED FROM THE COURTHOUSE IN
 BV1186'COLLINS BY GOING NORTHEAST ON U.S. HIGHWAY 84 FOR 13.35 MILES TO A
 BV1186'CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.8 MILE TO THE MARK
 BV1186'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1187 ***********************************************************************
 BV1187  DESIGNATION -  84 V 88
 BV1187  PID         -  BV1187
 BV1187  STATE/COUNTY-  MS/JONES
 BV1187  USGS QUAD   -  HEBRON (1982)
 BV1187
 BV1187                         *CURRENT SURVEY CONTROL
 BV1187  ___________________________________________________________________
 BV1187* NAD 83(1986)-  31 41 25.     (N)    089 19 51.     (W)     SCALED    
 BV1187* NAVD 88     -        91.486  (meters)     300.15   (feet)  ADJUSTED  
 BV1187  ___________________________________________________________________
 BV1187  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BV1187  DYNAMIC HT  -          91.378 (meters)     299.80  (feet)  COMP
 BV1187  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 BV1187
 BV1187  VERT ORDER  -  SECOND    CLASS II
 BV1187
 BV1187.The horizontal coordinates were scaled from a topographic map and have
 BV1187.an estimated accuracy of +/- 6 seconds.
 BV1187
 BV1187.The orthometric height was determined by differential leveling
 BV1187.and adjusted in May 1996.
 BV1187
 BV1187.The geoid height was determined by GEOID03.
 BV1187
 BV1187.The dynamic height is computed by dividing the NAVD 88
 BV1187.geopotential number by the normal gravity value computed on the
 BV1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1187.degrees latitude (g = 980.6199 gals.).
 BV1187
 BV1187.The modeled gravity was interpolated from observed gravity values.
 BV1187
 BV1187;                    North         East    Units  Estimated Accuracy
 BV1187;SPC MS E     -   242,920.      252,830.      MT  (+/- 180 meters Scaled)
 BV1187
 BV1187                          SUPERSEDED SURVEY CONTROL
 BV1187
 BV1187  NGVD 29 (??/??/92)   91.505  (m)          300.21   (f) ADJ UNCH    2 2
 BV1187
 BV1187.Superseded values are not recommended for survey control.
 BV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1187.See file dsdata.txt to determine how the superseded data were derived.
 BV1187
 BV1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA790084(NAD 83)
 BV1187_MARKER: DD = SURVEY DISK
 BV1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1187_STAMPING: BM 84V 88 1975
 BV1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1187+STABILITY: SURFACE MOTION
 BV1187
 BV1187  HISTORY     - Date     Condition        Report By
 BV1187  HISTORY     - 1975     MONUMENTED       MSHD
 BV1187
 BV1187                          STATION DESCRIPTION
 BV1187
 BV1187'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1187'12.65 MI W FROM LAUREL.
 BV1187'THE MARK IS LOCATED 12.65 MILES WEST OF LAUREL NEAR A POWER POLE ON
 BV1187'THE SOUTH ROW OF U.S. HIGHWAY 84, 0.1 MILE EAST OF A SIDE ROAD LEADING
 BV1187'SOUTH, 2.8 MILES EAST OF THE COMMUNITY OF HEBRON IN THE NORTHWEST 1/4
 BV1187'OF THE SOUTHWEST 1/4 OF SECTION 5, T 8N, R 13W.  IT IS 51.5 FEET
 BV1187'SOUTHWEST OF THE CENTER OF HIGHWAY 84, 169 FEET SOUTHEAST OF A POWER
 BV1187'POLE, 4 FEET NORTHWEST OF ANOTHER POWER POLE, 1 FOOT NORTHEAST OF A
 BV1187'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1187'CONCRETE POST ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND
 BV1187'PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 BV1187'84 AND STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO WEST ON U.S.
 BV1187'HIGHWAY 84 FOR 6.5 MILES TO THE INTERSECTION OF STATE HIGHWAY 29.
 BV1187'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 4.15 MILES TO A CROSSROAD.
 BV1187'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1188 ***********************************************************************
 BV1188  DESIGNATION -  84 V 89
 BV1188  PID         -  BV1188
 BV1188  STATE/COUNTY-  MS/JONES
 BV1188  USGS QUAD   -  HEBRON (1982)
 BV1188
 BV1188                         *CURRENT SURVEY CONTROL
 BV1188  ___________________________________________________________________
 BV1188* NAD 83(1986)-  31 41 02.     (N)    089 18 55.     (W)     SCALED    
 BV1188* NAVD 88     -        70.983  (meters)     232.88   (feet)  ADJUSTED  
 BV1188  ___________________________________________________________________
 BV1188  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BV1188  DYNAMIC HT  -          70.899 (meters)     232.61  (feet)  COMP
 BV1188  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 BV1188
 BV1188  VERT ORDER  -  SECOND    CLASS II
 BV1188
 BV1188.The horizontal coordinates were scaled from a topographic map and have
 BV1188.an estimated accuracy of +/- 6 seconds.
 BV1188
 BV1188.The orthometric height was determined by differential leveling
 BV1188.and adjusted in May 1996.
 BV1188
 BV1188.The geoid height was determined by GEOID03.
 BV1188
 BV1188.The dynamic height is computed by dividing the NAVD 88
 BV1188.geopotential number by the normal gravity value computed on the
 BV1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1188.degrees latitude (g = 980.6199 gals.).
 BV1188
 BV1188.The modeled gravity was interpolated from observed gravity values.
 BV1188
 BV1188;                    North         East    Units  Estimated Accuracy
 BV1188;SPC MS E     -   242,200.      254,310.      MT  (+/- 180 meters Scaled)
 BV1188
 BV1188                          SUPERSEDED SURVEY CONTROL
 BV1188
 BV1188  NGVD 29 (??/??/92)   71.004  (m)          232.95   (f) ADJ UNCH    2 2
 BV1188
 BV1188.Superseded values are not recommended for survey control.
 BV1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1188.See file dsdata.txt to determine how the superseded data were derived.
 BV1188
 BV1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA805077(NAD 83)
 BV1188_MARKER: DD = SURVEY DISK
 BV1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1188_STAMPING: BM 84V 89 1975
 BV1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1188+STABILITY: SURFACE MOTION
 BV1188
 BV1188  HISTORY     - Date     Condition        Report By
 BV1188  HISTORY     - 1975     MONUMENTED       MSHD
 BV1188
 BV1188                          STATION DESCRIPTION
 BV1188
 BV1188'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1188'11.65 MI W FROM LAUREL.
 BV1188'THE MARK IS LOCATED 11.65 MILES WEST OF LAUREL IN THE SOUTHWEST ANGLE
 BV1188'OF A CROSSROAD, 3.7 MILES EAST OF THE COMMUNITY OF HEBRON IN THE
 BV1188'SOUTHEAST CORNER OF SECTION 5, T 8N, R 13W.  IT IS 55 FEET SOUTHWEST
 BV1188'OF THE CENTER OF HIGHWAY 84, 60 FEET WEST OF THE CENTER OF A BLACK TOP
 BV1188'ROAD, 12 FEET SOUTHWEST OF A POWER POLE, 7 1/2 FEET SOUTHEAST OF A 12
 BV1188'INCH PECAN, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1188'ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
 BV1188'NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY
 BV1188'15 AT THE WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY 84 FOR 6.5 MILES
 BV1188'TO THE INTERSECTION OF STATE HIGHWAY 29.  CONTINUE WEST ON U.S.
 BV1188'HIGHWAY 84 FOR 4.2 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1982 ***********************************************************************
 BW1982  DESIGNATION -  84 V 9
 BW1982  PID         -  BW1982
 BW1982  STATE/COUNTY-  MS/FRANKLIN
 BW1982  USGS QUAD   -  MC CALL CREEK (1972)
 BW1982
 BW1982                         *CURRENT SURVEY CONTROL
 BW1982  ___________________________________________________________________
 BW1982* NAD 83(1986)-  31 30 31.     (N)    090 42 42.     (W)     SCALED    
 BW1982* NAVD 88     -        82.845  (meters)     271.80   (feet)  ADJUSTED  
 BW1982  ___________________________________________________________________
 BW1982  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW1982  DYNAMIC HT  -          82.744 (meters)     271.47  (feet)  COMP
 BW1982  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BW1982
 BW1982  VERT ORDER  -  SECOND    CLASS II
 BW1982
 BW1982.The horizontal coordinates were scaled from a topographic map and have
 BW1982.an estimated accuracy of +/- 6 seconds.
 BW1982
 BW1982.The orthometric height was determined by differential leveling
 BW1982.and adjusted in May 1996.
 BW1982
 BW1982.The geoid height was determined by GEOID03.
 BW1982
 BW1982.The dynamic height is computed by dividing the NAVD 88
 BW1982.geopotential number by the normal gravity value computed on the
 BW1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1982.degrees latitude (g = 980.6199 gals.).
 BW1982
 BW1982.The modeled gravity was interpolated from observed gravity values.
 BW1982
 BW1982;                    North         East    Units  Estimated Accuracy
 BW1982;SPC MS W     -   222,730.      664,060.      MT  (+/- 180 meters Scaled)
 BW1982
 BW1982                          SUPERSEDED SURVEY CONTROL
 BW1982
 BW1982  NGVD 29 (??/??/92)   82.916  (m)          272.03   (f) ADJ UNCH    2 2
 BW1982
 BW1982.Superseded values are not recommended for survey control.
 BW1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1982.See file dsdata.txt to determine how the superseded data were derived.
 BW1982
 BW1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ173882(NAD 83)
 BW1982_MARKER: DD = SURVEY DISK
 BW1982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1982_SP_SET: CULVERT
 BW1982_STAMPING: BM 84V 9 1975
 BW1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1982
 BW1982  HISTORY     - Date     Condition        Report By
 BW1982  HISTORY     - 1975     MONUMENTED       MSHD
 BW1982
 BW1982                          STATION DESCRIPTION
 BW1982
 BW1982'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1982'9.25 MI NE FROM BUDE.
 BW1982'THE MARK IS LOCATED 9.25 MILES NORTHEAST OF BUDE IN THE EAST END OF
 BW1982'THE NORTH HEADWALL OF A 6 X 8 FOOT CONCRETE BOX CULVERT, 0.5 MILE WEST
 BW1982'OF THE POST OFFICE AT MCCALL IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4
 BW1982'OF SECTION 4, T 6N, R 5E.  IT IS 22.5 FEET NORTH OF THE CENTER OF
 BW1982'HIGHWAY 84, 1 FOOT WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN
 BW1982'THE EAST END OF THE NORTH HEADWALL OF A BOX CULVERT AND IS ABOUT 6
 BW1982'FEET LOWER THAN THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW1982'U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO EAST ON U.S.
 BW1982'HIGHWAY 84 THROUGH BUDE FOR 9.3 MILES TO A SIDE ROAD LEFT. CONTINUE
 BW1982'EAST ON U.S. HIGHWAY 84 FOR 1.35 MILES TO THE CULVERT AND THE MARK ON
 BW1982'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1189 ***********************************************************************
 BV1189  DESIGNATION -  84 V 90
 BV1189  PID         -  BV1189
 BV1189  STATE/COUNTY-  MS/JONES
 BV1189  USGS QUAD   -  HEBRON (1982)
 BV1189
 BV1189                         *CURRENT SURVEY CONTROL
 BV1189  ___________________________________________________________________
 BV1189* NAD 83(1986)-  31 40 32.     (N)    089 17 51.     (W)     SCALED    
 BV1189* NAVD 88     -        74.336  (meters)     243.88   (feet)  ADJUSTED  
 BV1189  ___________________________________________________________________
 BV1189  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BV1189  DYNAMIC HT  -          74.248 (meters)     243.60  (feet)  COMP
 BV1189  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 BV1189
 BV1189  VERT ORDER  -  SECOND    CLASS II
 BV1189
 BV1189.The horizontal coordinates were scaled from a topographic map and have
 BV1189.an estimated accuracy of +/- 6 seconds.
 BV1189
 BV1189.The orthometric height was determined by differential leveling
 BV1189.and adjusted in May 1996.
 BV1189
 BV1189.The geoid height was determined by GEOID03.
 BV1189
 BV1189.The dynamic height is computed by dividing the NAVD 88
 BV1189.geopotential number by the normal gravity value computed on the
 BV1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1189.degrees latitude (g = 980.6199 gals.).
 BV1189
 BV1189.The modeled gravity was interpolated from observed gravity values.
 BV1189
 BV1189;                    North         East    Units  Estimated Accuracy
 BV1189;SPC MS E     -   241,270.      255,990.      MT  (+/- 180 meters Scaled)
 BV1189
 BV1189                          SUPERSEDED SURVEY CONTROL
 BV1189
 BV1189  NGVD 29 (??/??/92)   74.358  (m)          243.96   (f) ADJ UNCH    2 2
 BV1189
 BV1189.Superseded values are not recommended for survey control.
 BV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1189.See file dsdata.txt to determine how the superseded data were derived.
 BV1189
 BV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA822067(NAD 83)
 BV1189_MARKER: DD = SURVEY DISK
 BV1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1189_SP_SET: CULVERT
 BV1189_STAMPING: BM 84V 90 1975
 BV1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1189
 BV1189  HISTORY     - Date     Condition        Report By
 BV1189  HISTORY     - 1975     MONUMENTED       MSHD
 BV1189  HISTORY     - 20031128 MARK NOT FOUND   MSSU
 BV1189
 BV1189                          STATION DESCRIPTION
 BV1189
 BV1189'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1189'10.5 MI W FROM LAUREL.
 BV1189'THE MARK IS LOCATED 10.5 MILES WEST OF LAUREL IN THE WEST END OF THE
 BV1189'SOUTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84, 0.2 MILE EAST
 BV1189'OF A CROSSROAD NEAR THE CENTER OF THE WEST SIDE OF SECTION 10, T 8N, R
 BV1189'13W.  IT IS 22 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 84, 143 FEET
 BV1189'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 27 FEET NORTHEAST OF A
 BV1189'POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL
 BV1189'HOLE IN THE NORTHWEST END OF THE SOUTHEAST HEADWALL OF A 3 X 3 FOOT
 BV1189'CONCRETE BOX CULVERT AND IS ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 BV1189'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BV1189'STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY 84
 BV1189'FOR 6.5 MILES TO THE INTERSECTION OF STATE HIGHWAY 29.  CONTINUE WEST
 BV1189'ON U.S. HIGHWAY 84 FOR 2.1 MILES TO A CROSSROAD.  CONTINUE WEST ON
 BV1189'U.S. HIGHWAY 84 FOR 0.95 MILE TO THE MARK ON THE LEFT.
 BV1189
 BV1189                          STATION RECOVERY (2003)
 BV1189
 BV1189'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (RH)
 BV1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1190 ***********************************************************************
 BV1190  DESIGNATION -  84 V 91
 BV1190  PID         -  BV1190
 BV1190  STATE/COUNTY-  MS/JONES
 BV1190  USGS QUAD   -  HEBRON (1982)
 BV1190
 BV1190                         *CURRENT SURVEY CONTROL
 BV1190  ___________________________________________________________________
 BV1190* NAD 83(1986)-  31 40 19.     (N)    089 17 07.     (W)     SCALED    
 BV1190* NAVD 88     -        77.214  (meters)     253.33   (feet)  ADJUSTED  
 BV1190  ___________________________________________________________________
 BV1190  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BV1190  DYNAMIC HT  -          77.123 (meters)     253.03  (feet)  COMP
 BV1190  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BV1190
 BV1190  VERT ORDER  -  SECOND    CLASS II
 BV1190
 BV1190.The horizontal coordinates were scaled from a topographic map and have
 BV1190.an estimated accuracy of +/- 6 seconds.
 BV1190
 BV1190.The orthometric height was determined by differential leveling
 BV1190.and adjusted in May 1996.
 BV1190
 BV1190.The geoid height was determined by GEOID03.
 BV1190
 BV1190.The dynamic height is computed by dividing the NAVD 88
 BV1190.geopotential number by the normal gravity value computed on the
 BV1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1190.degrees latitude (g = 980.6199 gals.).
 BV1190
 BV1190.The modeled gravity was interpolated from observed gravity values.
 BV1190
 BV1190;                    North         East    Units  Estimated Accuracy
 BV1190;SPC MS E     -   240,860.      257,150.      MT  (+/- 180 meters Scaled)
 BV1190
 BV1190                          SUPERSEDED SURVEY CONTROL
 BV1190
 BV1190  NGVD 29 (??/??/92)   77.237  (m)          253.40   (f) ADJ UNCH    2 2
 BV1190
 BV1190.Superseded values are not recommended for survey control.
 BV1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1190.See file dsdata.txt to determine how the superseded data were derived.
 BV1190
 BV1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA833063(NAD 83)
 BV1190_MARKER: DD = SURVEY DISK
 BV1190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1190_SP_SET: CULVERT
 BV1190_STAMPING: BM 84V 91 1975
 BV1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1190
 BV1190  HISTORY     - Date     Condition        Report By
 BV1190  HISTORY     - 1975     MONUMENTED       MSHD
 BV1190
 BV1190                          STATION DESCRIPTION
 BV1190
 BV1190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1190'9.7 MI W FROM LAUREL.
 BV1190'THE MARK IS LOCATED 9.7 MILES WEST OF LAUREL IN THE WEST END OF THE
 BV1190'SOUTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 84 IN THE SOUTHEAST
 BV1190'1/4 OF SECTION 10, T 8N, R 13W.  IT IS 22.5 FEET SOUTH OF THE CENTER
 BV1190'OF HIGHWAY 84, 1 FOOT EAST OF A METAL WITNESS POST SET IN A DRILL HOLE
 BV1190'IN THE WEST END OF THE SOUTH HEADWALL OF A 5 X 5 FOOT DOUBLE CONCRETE
 BV1190'BOX CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY. NOTE--
 BV1190'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 15 AT
 BV1190'THE WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY 84 FOR 6.5 MILES TO
 BV1190'THE INTERSECTION OF STATE HIGHWAY 29.  CONTINUE WEST ON U.S. HIGHWAY
 BV1190'84 FOR 2.1 MILES TO A CROSSROAD.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR
 BV1190'0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1183 ***********************************************************************
 BV1183  DESIGNATION -  84 V 92
 BV1183  PID         -  BV1183
 BV1183  STATE/COUNTY-  MS/JONES
 BV1183  USGS QUAD   -  HEBRON (1982)
 BV1183
 BV1183                         *CURRENT SURVEY CONTROL
 BV1183  ___________________________________________________________________
 BV1183* NAD 83(1986)-  31 40 21.     (N)    089 16 19.     (W)     SCALED    
 BV1183* NAVD 88     -        89.503  (meters)     293.64   (feet)  ADJUSTED  
 BV1183  ___________________________________________________________________
 BV1183  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BV1183  DYNAMIC HT  -          89.397 (meters)     293.30  (feet)  COMP
 BV1183  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 BV1183
 BV1183  VERT ORDER  -  SECOND    CLASS II
 BV1183
 BV1183.The horizontal coordinates were scaled from a topographic map and have
 BV1183.an estimated accuracy of +/- 6 seconds.
 BV1183
 BV1183.The orthometric height was determined by differential leveling
 BV1183.and adjusted in May 1996.
 BV1183
 BV1183.The geoid height was determined by GEOID03.
 BV1183
 BV1183.The dynamic height is computed by dividing the NAVD 88
 BV1183.geopotential number by the normal gravity value computed on the
 BV1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1183.degrees latitude (g = 980.6199 gals.).
 BV1183
 BV1183.The modeled gravity was interpolated from observed gravity values.
 BV1183
 BV1183;                    North         East    Units  Estimated Accuracy
 BV1183;SPC MS E     -   240,920.      258,410.      MT  (+/- 180 meters Scaled)
 BV1183
 BV1183                          SUPERSEDED SURVEY CONTROL
 BV1183
 BV1183  NGVD 29 (??/??/92)   89.525  (m)          293.72   (f) ADJ UNCH    2 2
 BV1183
 BV1183.Superseded values are not recommended for survey control.
 BV1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1183.See file dsdata.txt to determine how the superseded data were derived.
 BV1183
 BV1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA846063(NAD 83)
 BV1183_MARKER: DD = SURVEY DISK
 BV1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1183_SP_SET: CULVERT
 BV1183_STAMPING: BM 84V 92 1975
 BV1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1183
 BV1183  HISTORY     - Date     Condition        Report By
 BV1183  HISTORY     - 1975     MONUMENTED       MSHD
 BV1183
 BV1183                          STATION DESCRIPTION
 BV1183
 BV1183'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1183'8.85 MI W FROM LAUREL.
 BV1183'THE MARK IS LOCATED 8.85 MILES WEST OF LAUREL IN THE EAST END OF THE
 BV1183'SOUTH HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT IN THE NORTHWEST 1/4
 BV1183'OF THE SOUTHEAST 1/4 OF SECTION 11, T 8N, R 13W.  IT IS 23.5 FEET
 BV1183'SOUTH OF THE CENTER OF HIGHWAY, 95 FEET WEST OF THE CENTER OF THE WEST
 BV1183'ENTRANCE TO A BRICK HOUSE, 28 FEET NORTH-NORTHEAST OF A POWER POLE
 BV1183'WITH A GUY WIRE, 1 FOOT WEST OF A METAL WITNESS POST SET IN A DRILL
 BV1183'HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A CULVERT AND IS ABOUT 4
 BV1183'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BV1183'JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 15 AT THE WEST EDGE OF
 BV1183'LAUREL GO WEST ON U.S. HIGHWAY 84 FOR 6.5 MILES TO THE INTERSECTION OF
 BV1183'STATE HIGHWAY 29.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 1.4 MILES TO
 BV1183'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1184 ***********************************************************************
 BV1184  DESIGNATION -  84 V 93
 BV1184  PID         -  BV1184
 BV1184  STATE/COUNTY-  MS/JONES
 BV1184  USGS QUAD   -  HEBRON (1982)
 BV1184
 BV1184                         *CURRENT SURVEY CONTROL
 BV1184  ___________________________________________________________________
 BV1184* NAD 83(1986)-  31 40 28.     (N)    089 15 45.     (W)     SCALED    
 BV1184* NAVD 88     -        97.198  (meters)     318.89   (feet)  ADJUSTED  
 BV1184  ___________________________________________________________________
 BV1184  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BV1184  DYNAMIC HT  -          97.083 (meters)     318.51  (feet)  COMP
 BV1184  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 BV1184
 BV1184  VERT ORDER  -  SECOND    CLASS II
 BV1184
 BV1184.The horizontal coordinates were scaled from a topographic map and have
 BV1184.an estimated accuracy of +/- 6 seconds.
 BV1184
 BV1184.The orthometric height was determined by differential leveling
 BV1184.and adjusted in May 1996.
 BV1184
 BV1184.The geoid height was determined by GEOID03.
 BV1184
 BV1184.The dynamic height is computed by dividing the NAVD 88
 BV1184.geopotential number by the normal gravity value computed on the
 BV1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1184.degrees latitude (g = 980.6199 gals.).
 BV1184
 BV1184.The modeled gravity was interpolated from observed gravity values.
 BV1184
 BV1184;                    North         East    Units  Estimated Accuracy
 BV1184;SPC MS E     -   241,130.      259,310.      MT  (+/- 180 meters Scaled)
 BV1184
 BV1184                          SUPERSEDED SURVEY CONTROL
 BV1184
 BV1184  NGVD 29 (??/??/92)   97.220  (m)          318.96   (f) ADJ UNCH    2 2
 BV1184
 BV1184.Superseded values are not recommended for survey control.
 BV1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1184.See file dsdata.txt to determine how the superseded data were derived.
 BV1184
 BV1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA855065(NAD 83)
 BV1184_MARKER: DD = SURVEY DISK
 BV1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1184_SP_SET: CULVERT
 BV1184_STAMPING: BM 84V 93 1975
 BV1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1184
 BV1184  HISTORY     - Date     Condition        Report By
 BV1184  HISTORY     - 1975     MONUMENTED       MSHD
 BV1184
 BV1184                          STATION DESCRIPTION
 BV1184
 BV1184'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1184'8.3 MI W FROM LAUREL.
 BV1184'THE MARK IS LOCATED 8.3 MILES WEST OF LAUREL IN THE WEST END OF THE
 BV1184'SOUTH HEADWALL OF A 36 INCH PIPE CULVERT UNDER U.S. HIGHWAY 84 IN THE
 BV1184'NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 12, T 8N, R 13W.  IT IS
 BV1184'22 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 111 FEET EAST-NORTHEAST OF
 BV1184'POLE NO. 2, 102 FEET EAST-NORTHEAST OF A ROW MARKER, 1 FOOT EAST OF A
 BV1184'METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 BV1184'HEADWALL OF A CULVERT AND IS ABOUT 6 FEET BELOW THE LEVEL OF THE
 BV1184'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BV1184'STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO WEST ON U.S. HIGHWAY 84
 BV1184'FOR 6.5 MILES TO THE INTERSECTION OF STATE HIGHWAY 29. CONTINUE WEST
 BV1184'ON U.S. HIGHWAY 84 FOR 0.85 MILE TO THE MARK ON THE LEFT (0.1 MILE
 BV1184'BEYOND A SIDE ROAD LEFT).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1191 ***********************************************************************
 BV1191  DESIGNATION -  84 V 94
 BV1191  PID         -  BV1191
 BV1191  STATE/COUNTY-  MS/JONES
 BV1191  USGS QUAD   -  LAUREL WEST (1982)
 BV1191
 BV1191                         *CURRENT SURVEY CONTROL
 BV1191  ___________________________________________________________________
 BV1191* NAD 83(1986)-  31 40 51.     (N)    089 14 57.     (W)     SCALED    
 BV1191* NAVD 88     -       120.661  (meters)     395.87   (feet)  ADJUSTED  
 BV1191  ___________________________________________________________________
 BV1191  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BV1191  DYNAMIC HT  -         120.518 (meters)     395.40  (feet)  COMP
 BV1191  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 BV1191
 BV1191  VERT ORDER  -  SECOND    CLASS II
 BV1191
 BV1191.The horizontal coordinates were scaled from a topographic map and have
 BV1191.an estimated accuracy of +/- 6 seconds.
 BV1191
 BV1191.The orthometric height was determined by differential leveling
 BV1191.and adjusted in May 1996.
 BV1191
 BV1191.The geoid height was determined by GEOID03.
 BV1191
 BV1191.The dynamic height is computed by dividing the NAVD 88
 BV1191.geopotential number by the normal gravity value computed on the
 BV1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1191.degrees latitude (g = 980.6199 gals.).
 BV1191
 BV1191.The modeled gravity was interpolated from observed gravity values.
 BV1191
 BV1191;                    North         East    Units  Estimated Accuracy
 BV1191;SPC MS E     -   241,840.      260,570.      MT  (+/- 180 meters Scaled)
 BV1191
 BV1191                          SUPERSEDED SURVEY CONTROL
 BV1191
 BV1191  NGVD 29 (??/??/92)  120.683  (m)          395.94   (f) ADJ UNCH    2 2
 BV1191
 BV1191.Superseded values are not recommended for survey control.
 BV1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1191.See file dsdata.txt to determine how the superseded data were derived.
 BV1191
 BV1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA867072(NAD 83)
 BV1191_MARKER: DD = SURVEY DISK
 BV1191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1191_SP_SET: CULVERT
 BV1191_STAMPING: BM 84V 94 1975
 BV1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1191
 BV1191  HISTORY     - Date     Condition        Report By
 BV1191  HISTORY     - 1975     MONUMENTED       MSHD
 BV1191
 BV1191                          STATION DESCRIPTION
 BV1191
 BV1191'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1191'7.4 MI W FROM LAUREL.
 BV1191'THE MARK IS LOCATED 7.4 MILES WEST OF LAUREL, 0.1 MILE EAST OF THE
 BV1191'INTERSECTION OF STATE HIGHWAY 29 IN THE NORTHEAST 1/4 OF SECTION 12, T
 BV1191'8N, R 13W.  IT IS 27.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 84, 43
 BV1191'FEET NORTH-NORTHEAST OF POLE NO. 71, 42 FEET NORTH-NOTHEAST OF A POWER
 BV1191'POLE, 23 FEET NORTHWEST OF A ROW FENCE, 1 FOOT SOUTHWEST OF A METAL
 BV1191'WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST
 BV1191'HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT UNDER HIGHWAY 84 AND IS
 BV1191'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 BV1191'THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 15 AT THE WEST EDGE
 BV1191'OF LAUREL GO WEST ON U.S. HIGHWAY 84 FOR 6.4 MILES TO THE MARK ON THE
 BV1191'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1196 ***********************************************************************
 BV1196  DESIGNATION -  84 V 95
 BV1196  PID         -  BV1196
 BV1196  STATE/COUNTY-  MS/JONES
 BV1196  USGS QUAD   -  LAUREL WEST (1982)
 BV1196
 BV1196                         *CURRENT SURVEY CONTROL
 BV1196  ___________________________________________________________________
 BV1196* NAD 83(1986)-  31 40 55.     (N)    089 14 00.     (W)     SCALED    
 BV1196* NAVD 88     -        84.268  (meters)     276.47   (feet)  ADJUSTED  
 BV1196  ___________________________________________________________________
 BV1196  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BV1196  DYNAMIC HT  -          84.168 (meters)     276.14  (feet)  COMP
 BV1196  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 BV1196
 BV1196  VERT ORDER  -  SECOND    CLASS II
 BV1196
 BV1196.The horizontal coordinates were scaled from a topographic map and have
 BV1196.an estimated accuracy of +/- 6 seconds.
 BV1196
 BV1196.The orthometric height was determined by differential leveling
 BV1196.and adjusted in May 1996.
 BV1196
 BV1196.The geoid height was determined by GEOID03.
 BV1196
 BV1196.The dynamic height is computed by dividing the NAVD 88
 BV1196.geopotential number by the normal gravity value computed on the
 BV1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1196.degrees latitude (g = 980.6199 gals.).
 BV1196
 BV1196.The modeled gravity was interpolated from observed gravity values.
 BV1196
 BV1196;                    North         East    Units  Estimated Accuracy
 BV1196;SPC MS E     -   241,950.      262,080.      MT  (+/- 180 meters Scaled)
 BV1196
 BV1196                          SUPERSEDED SURVEY CONTROL
 BV1196
 BV1196  NGVD 29 (??/??/92)   84.292  (m)          276.55   (f) ADJ UNCH    2 2
 BV1196
 BV1196.Superseded values are not recommended for survey control.
 BV1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1196.See file dsdata.txt to determine how the superseded data were derived.
 BV1196
 BV1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA883073(NAD 83)
 BV1196_MARKER: DD = SURVEY DISK
 BV1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1196_STAMPING: BM 84 V 95 1975
 BV1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1196+STABILITY: SURFACE MOTION
 BV1196
 BV1196  HISTORY     - Date     Condition        Report By
 BV1196  HISTORY     - 1975     MONUMENTED       MSHD
 BV1196
 BV1196                          STATION DESCRIPTION
 BV1196
 BV1196'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1196'6.3 MI W FROM LAUREL.
 BV1196'THE MARK IS LOCATED 6.3 MILES WEST OF LAUREL ON THE SOUTH ROW OF U.S.
 BV1196'HIGHWAY 84, 1.2 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 29, IN
 BV1196'THE SOUTHEAST 1/4 OF SECTION 6, T 8N, R 12W.  IT IS 50.5 FEET SOUTH OF
 BV1196'THE CENTER OF HIGHWAY 84, 66 FEET WEST OF THE CENTER OF A BLACK TOP
 BV1196'ROAD, 71.5 FEET NORTHWEST OF A 36 INCH OAK, 102.5 FEET WEST OF A POWER
 BV1196'POLE WITH GUY WIRES, 33.5 FEET WEST OF A FENCE CORNER AT THE END OF A
 BV1196'GATE, 29 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 28.5
 BV1196'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE BARN, 1 FOOT
 BV1196'NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP
 BV1196'OF A ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 BV1196'AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE JUNCTION OF U.S.
 BV1196'HIGHWAY 84 AND STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO WEST ON
 BV1196'U.S. HIGHWAY 84 FOR 3.75 MILES TO THE JUNCTION OF STATE HIGHWAY 28.
 BV1196'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 1.6 MILES TO A SIDE ROAD AND THE
 BV1196'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1197 ***********************************************************************
 BV1197  DESIGNATION -  84 V 96
 BV1197  PID         -  BV1197
 BV1197  STATE/COUNTY-  MS/JONES
 BV1197  USGS QUAD   -  LAUREL WEST (1982)
 BV1197
 BV1197                         *CURRENT SURVEY CONTROL
 BV1197  ___________________________________________________________________
 BV1197* NAD 83(1986)-  31 41 19.     (N)    089 13 12.     (W)     SCALED    
 BV1197* NAVD 88     -        86.633  (meters)     284.23   (feet)  ADJUSTED  
 BV1197  ___________________________________________________________________
 BV1197  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BV1197  DYNAMIC HT  -          86.531 (meters)     283.89  (feet)  COMP
 BV1197  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BV1197
 BV1197  VERT ORDER  -  SECOND    CLASS II
 BV1197
 BV1197.The horizontal coordinates were scaled from a topographic map and have
 BV1197.an estimated accuracy of +/- 6 seconds.
 BV1197
 BV1197.The orthometric height was determined by differential leveling
 BV1197.and adjusted in May 1996.
 BV1197
 BV1197.The geoid height was determined by GEOID03.
 BV1197
 BV1197.The dynamic height is computed by dividing the NAVD 88
 BV1197.geopotential number by the normal gravity value computed on the
 BV1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1197.degrees latitude (g = 980.6199 gals.).
 BV1197
 BV1197.The modeled gravity was interpolated from observed gravity values.
 BV1197
 BV1197;                    North         East    Units  Estimated Accuracy
 BV1197;SPC MS E     -   242,690.      263,340.      MT  (+/- 180 meters Scaled)
 BV1197
 BV1197                          SUPERSEDED SURVEY CONTROL
 BV1197
 BV1197  NGVD 29 (??/??/92)   86.658  (m)          284.31   (f) ADJ UNCH    2 2
 BV1197
 BV1197.Superseded values are not recommended for survey control.
 BV1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1197.See file dsdata.txt to determine how the superseded data were derived.
 BV1197
 BV1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA895080(NAD 83)
 BV1197_MARKER: DD = SURVEY DISK
 BV1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1197_STAMPING: BM 84V 96 1975
 BV1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1197+STABILITY: SURFACE MOTION
 BV1197
 BV1197  HISTORY     - Date     Condition        Report By
 BV1197  HISTORY     - 1975     MONUMENTED       MSHD
 BV1197
 BV1197                          STATION DESCRIPTION
 BV1197
 BV1197'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1197'5.4 MI W FROM LAUREL.
 BV1197'THE MARK IS LOCATED 5.4 MILES WEST OF LAUREL ON THE SOUTH ROW OF U.S.
 BV1197'HIGHWAY 84 ABOUT 100 YARDS WEST OF A SIDE ROAD LEADING SOUTH IN THE
 BV1197'SOUTHWEST 1/4 OF THE NORTHEAST OF SECTION 5, T 8N, R 12W.  IT IS 71.5
 BV1197'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 84, 220 FEET SOUTHWEST OF THE
 BV1197'CENTER OF A GRAVELED ROAD, 9 FEET NORTHWEST OF THE CENTER OF A TRACK
 BV1197'ROAD, 1 FOOT SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 BV1197'WIRE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1197'ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BV1197'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 BV1197'84 AND STATE HIGHWAY 15 FOR 3.75 MILES TO THE JUNCTION OF STATE
 BV1197'HIGHWAY 28.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MILE TO THE MARK
 BV1197'ON THE LEFT JUST BEYOND A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1831 ***********************************************************************
 BV1831  DESIGNATION -  84 V 97 RESET
 BV1831  PID         -  BV1831
 BV1831  STATE/COUNTY-  MS/JONES
 BV1831  USGS QUAD   -  LAUREL WEST (1982)
 BV1831
 BV1831                         *CURRENT SURVEY CONTROL
 BV1831  ___________________________________________________________________
 BV1831* NAD 83(1986)-  31 41 37.     (N)    089 12 24.     (W)     SCALED    
 BV1831* NAVD 88     -        92.47   (meters)     303.4    (feet)  RESET     
 BV1831  ___________________________________________________________________
 BV1831  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BV1831  VERT ORDER  -  THIRD
 BV1831
 BV1831.The horizontal coordinates were scaled from a topographic map and have
 BV1831.an estimated accuracy of +/- 6 seconds.
 BV1831
 BV1831.The orthometric height was computed from unverified reset data.
 BV1831.No vertical observational check was made to the station.
 BV1831
 BV1831.The geoid height was determined by GEOID03.
 BV1831
 BV1831;                    North         East    Units  Estimated Accuracy
 BV1831;SPC MS E     -   243,240.      264,610.      MT  (+/- 180 meters Scaled)
 BV1831
 BV1831                          SUPERSEDED SURVEY CONTROL
 BV1831
 BV1831  NGVD 29 (08/12/04)   92.50   (m)          303.5    (f) RESET       3  
 BV1831
 BV1831.Superseded values are not recommended for survey control.
 BV1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1831.See file dsdata.txt to determine how the superseded data were derived.
 BV1831
 BV1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA908085(NAD 83)
 BV1831_MARKER: DB = BENCH MARK DISK
 BV1831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BV1831_SP_SET: STEP
 BV1831_STAMPING: 84 V 97 RESET 1987
 BV1831_MARK LOGO: NGS   
 BV1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1831+STABILITY: SURFACE MOTION
 BV1831
 BV1831  HISTORY     - Date     Condition        Report By
 BV1831  HISTORY     - 1987     MONUMENTED       NGS
 BV1831
 BV1831                          STATION DESCRIPTION
 BV1831
 BV1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BV1831'3.55 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BV1831'HIGHWAY 15 IN WEST EDGE OF LAUREL TO ENTRANCE TO CALHOUN SCHOOL ON
 BV1831'THE RIGHT, THENCE NORTH ON PAVED ROAD 0.1 MILE TO MARK ON THE LEFT,
 BV1831'AT SOUTH END OF THE BOTTOM CONCRETE STEP OF MAIN ENTRANCE OF OFFICE
 BV1831'AND AUDITORIUM BUILDING, 17.0 FT (5.2 M) NORTHEAST OF THE SOUTHEAST
 BV1831'CORNER OF BUILDING AND 15.5 FT (4.7 M) SOUTHEAST OF THE CENTER OF
 BV1831'DOUBLE DOORS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1200 ***********************************************************************
 BV1200  DESIGNATION -  84 V 99
 BV1200  PID         -  BV1200
 BV1200  STATE/COUNTY-  MS/JONES
 BV1200  USGS QUAD   -  LAUREL WEST (1982)
 BV1200
 BV1200                         *CURRENT SURVEY CONTROL
 BV1200  ___________________________________________________________________
 BV1200* NAD 83(1986)-  31 41 19.     (N)    089 10 18.     (W)     SCALED    
 BV1200* NAVD 88     -        66.410  (meters)     217.88   (feet)  ADJUSTED  
 BV1200  ___________________________________________________________________
 BV1200  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BV1200  DYNAMIC HT  -          66.332 (meters)     217.62  (feet)  COMP
 BV1200  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 BV1200
 BV1200  VERT ORDER  -  SECOND    CLASS II
 BV1200
 BV1200.The horizontal coordinates were scaled from a topographic map and have
 BV1200.an estimated accuracy of +/- 6 seconds.
 BV1200
 BV1200.The orthometric height was determined by differential leveling
 BV1200.and adjusted in May 1996.
 BV1200
 BV1200.The geoid height was determined by GEOID03.
 BV1200
 BV1200.The dynamic height is computed by dividing the NAVD 88
 BV1200.geopotential number by the normal gravity value computed on the
 BV1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1200.degrees latitude (g = 980.6199 gals.).
 BV1200
 BV1200.The modeled gravity was interpolated from observed gravity values.
 BV1200
 BV1200;                    North         East    Units  Estimated Accuracy
 BV1200;SPC MS E     -   242,670.      267,920.      MT  (+/- 180 meters Scaled)
 BV1200
 BV1200                          SUPERSEDED SURVEY CONTROL
 BV1200
 BV1200  NGVD 29 (??/??/92)   66.439  (m)          217.98   (f) ADJ UNCH    2 2
 BV1200
 BV1200.Superseded values are not recommended for survey control.
 BV1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1200.See file dsdata.txt to determine how the superseded data were derived.
 BV1200
 BV1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA941079(NAD 83)
 BV1200_MARKER: DD = SURVEY DISK
 BV1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1200_STAMPING: BM 84V 99 1975
 BV1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1200+STABILITY: SURFACE MOTION
 BV1200
 BV1200  HISTORY     - Date     Condition        Report By
 BV1200  HISTORY     - 1975     MONUMENTED       MSHD
 BV1200
 BV1200                          STATION DESCRIPTION
 BV1200
 BV1200'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1200'2.7 MI W FROM LAUREL.
 BV1200'THE MARK IS LOCATED 2.7 MILES WEST OF LAUREL ON THE NORTH ROW OF U.S.
 BV1200'HIGHWAY 84 IN THE NORTHEAST ANGLE OF A CROSSING OF A WOODS ROAD IN THE
 BV1200'NORTHWEST 1/4 OF SECTION 2, T 8N, R 12W.  IT IS 106 FEET NORTH OF THE
 BV1200'CENTER OF HIGHWAY 84, 70 FEET EAST OF THE CENTER OF A RAMP, 2 FEET
 BV1200'EAST OF POLE NO. 167, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE
 BV1200'TOP OF A ROUND CONCRETE POST ABOUT 6 FEET BELOW THE LEVEL OF THE
 BV1200'HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF
 BV1200'U.S. HIGHWAY 84 AND STATE HIGHWAY 15 AT THE WEST EDGE OF LAUREL GO
 BV1200'WEST ON U.S. HIGHWAY 84 FOR 1.45 MILES TO A CONCRETE BRIDGE. CONTINUE
 BV1200'WEST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1651 ***********************************************************************
 DJ1651  DESIGNATION -  8401
 DJ1651  PID         -  DJ1651
 DJ1651  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1651  USGS QUAD   -  STARKVILLE (1982)
 DJ1651
 DJ1651                         *CURRENT SURVEY CONTROL
 DJ1651  ___________________________________________________________________
 DJ1651* NAD 83(2007)-  33 28 20.72650(N)    088 45 40.09221(W)     ADJUSTED  
 DJ1651* NAVD 88     -        87.5    (meters)     287.     (feet)  GPS OBS   
 DJ1651  ___________________________________________________________________
 DJ1651  EPOCH DATE  -        2002.00
 DJ1651  X           -     115,146.913 (meters)                     COMP
 DJ1651  Y           -  -5,324,561.702 (meters)                     COMP
 DJ1651  Z           -   3,497,816.163 (meters)                     COMP
 DJ1651  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DJ1651  ELLIP HEIGHT-          59.384 (meters)          (02/10/07) ADJUSTED
 DJ1651  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1651
 DJ1651  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1651  Type    PID    Designation                      North   East  Ellip
 DJ1651  -------------------------------------------------------------------
 DJ1651  NETWORK DJ1651 8401                              1.14   1.08   5.00
 DJ1651  -------------------------------------------------------------------
 DJ1651
 DJ1651.The horizontal coordinates were established by GPS observations
 DJ1651.and adjusted by the National Geodetic Survey in February 2007.
 DJ1651
 DJ1651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1651.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1651.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1651.The epoch date for horizontal control is a decimal equivalence
 DJ1651.of Year/Month/Day.
 DJ1651
 DJ1651.The orthometric height was determined by GPS observations and a
 DJ1651.high-resolution geoid model.
 DJ1651
 DJ1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1651
 DJ1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1651
 DJ1651.The ellipsoidal height was determined by GPS observations
 DJ1651.and is referenced to NAD 83.
 DJ1651
 DJ1651.The geoid height was determined by GEOID03.
 DJ1651
 DJ1651;                    North         East     Units Scale Factor Converg.
 DJ1651;SPC MS E     -   440,434.997   306,710.484   MT  0.99995055   +0 02 23.3
 DJ1651;SPC MS E     - 1,444,993.82  1,006,265.98   sFT  0.99995055   +0 02 23.3
 DJ1651;UTM  16      - 3,705,049.306   336,354.133   MT  0.99993017   -0 58 17.6
 DJ1651
 DJ1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1651!SPC MS E     -   0.99999068  x   0.99995055  =   0.99994123
 DJ1651!UTM  16      -   0.99999068  x   0.99993017  =   0.99992085
 DJ1651
 DJ1651:                Primary Azimuth Mark                     Grid Az
 DJ1651:SPC MS E     -  WKOR MAST                                065 29 30.3
 DJ1651:UTM  16      -  WKOR MAST                                066 30 11.2
 DJ1651
 DJ1651|---------------------------------------------------------------------|
 DJ1651| PID    Reference Object                     Distance      Geod. Az  |
 DJ1651|                                                           dddmmss.s |
 DJ1651| DJ1756 WKOR MAST                           APPROX. 1.7 KM 0653153.6 |
 DJ1651| DJ1748 STARKVILLE CV MAST                  APPROX. 2.8 KM 2032336.8 |
 DJ1651| DJ1735 MSHP TOWER                          APPROX. 1.5 KM 2523040.0 |
 DJ1651| DJ1562 6928                                APPROX. 1.5 KM 2551437.7 |
 DJ1651|---------------------------------------------------------------------|
 DJ1651
 DJ1651                          SUPERSEDED SURVEY CONTROL
 DJ1651
 DJ1651  ELLIP H (04/15/02)   59.358  (m)                       GP(       ) 4 2
 DJ1651  NAD 83(1993)-  33 28 20.72644(N)    088 45 40.09268(W) AD(       ) 1
 DJ1651  ELLIP H (01/12/94)   59.450  (m)                       GP(       ) 4 2
 DJ1651  NAD 83(1993)-  33 28 20.73582(N)    088 45 40.09135(W) AD(       ) 2
 DJ1651  NAD 83(1986)-  33 28 20.73641(N)    088 45 40.09121(W) AD(       ) 2
 DJ1651  NGVD 29 (01/23/89)   87.4    (m)          287.     (f) VERT ANG    3  
 DJ1651
 DJ1651.Superseded values are not recommended for survey control.
 DJ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1651.See file dsdata.txt to determine how the superseded data were derived.
 DJ1651
 DJ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3635405049(NAD 83)
 DJ1651_MARKER: DD = SURVEY DISK
 DJ1651_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ1651+WITH SETTING: PAVEMENT
 DJ1651_SP_SET: MAT FOUNDATION OR CONCRETE SLA
 DJ1651_STAMPING: 8401
 DJ1651_MARK LOGO: MSU   
 DJ1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1651+STABILITY: SURFACE MOTION
 DJ1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1651+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2007
 DJ1651
 DJ1651  HISTORY     - Date     Condition        Report By
 DJ1651  HISTORY     - 1984     MONUMENTED       MSSU
 DJ1651  HISTORY     - 1984     GOOD             MSSU
 DJ1651  HISTORY     - 1987     GOOD             MSSU
 DJ1651  HISTORY     - 19930506 GOOD             MSSU
 DJ1651  HISTORY     - 20070318 GOOD             MSSU
 DJ1651
 DJ1651                          STATION DESCRIPTION
 DJ1651
 DJ1651'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1651'THE STATION IS A MSHD DISK STAMPED---8401---CEMENTED IN DRILL HOLE IN
 DJ1651'DECK OF US HWY 82 BRIDGE NEAR CLAYTON VILLAGE, 1800 FT S22W OF NE COR
 DJ1651'OF SEC 31,T19N,R15E, 1.03 M NE OF BASE OF WEST GUARD WALL, 3.12 M N OF
 DJ1651'WEST END OF CONST JOINT OVER CTR SUPPORT AND 180 FT SE OF NW COR OF
 DJ1651'THE 50X368-FT BRIDGE.
 DJ1651
 DJ1651                          STATION RECOVERY (1984)
 DJ1651
 DJ1651'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1984
 DJ1651'RECOVERED IN GOOD CONDITION.
 DJ1651
 DJ1651                          STATION RECOVERY (1987)
 DJ1651
 DJ1651'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1651'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DJ1651
 DJ1651                          STATION RECOVERY (1993)
 DJ1651
 DJ1651'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1993
 DJ1651'LOCATED 3 MI (4.8 KM) EAST OF STARKVILLE, 1800 FT (548.6 M)
 DJ1651'SOUTH-SOUTHWEST OF NORTHEAST CORNER OF SECTION 31, T19E, R15E.
 DJ1651'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 DJ1651'AT WEST EDGE OF CLAYTON VILLAGE AT JUNCTION OF U.S. HIGHWAY 82 AND
 DJ1651'STATE HIGHWAY 182.
 DJ1651'THE STATION IS A STANDARD MSHD-BPR DISK CEMENTED IN DRILL HOLE IN THE
 DJ1651'CONCRETE DECK OF U.S HIGHWAY 82 BRIDGE OVER STATE HIGHWAY 182, 54.9 M
 DJ1651'(180.1 FT) SOUTHEAST OF NORTHWEST CORNER OF 50 FT (15.2 M) X 368 FT
 DJ1651'(112.2 M) BRIDGE, 3.12 M (10.24 FT) NORTH OF WEST END OF THE
 DJ1651'CONSTRUCTION JOINT OVER CENTER SUPPORT OF BRIDGE, AND 1.03 M
 DJ1651'(3.38 FT) NORTHEAST OF BASE OF WEST GUARD WALL.
 DJ1651'DESCRIBED BY R. BURT
 DJ1651
 DJ1651                          STATION RECOVERY (2007)
 DJ1651
 DJ1651'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (CSR)
 DJ1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1652 ***********************************************************************
 DJ1652  DESIGNATION -  8402
 DJ1652  PID         -  DJ1652
 DJ1652  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1652  USGS QUAD   -  ARTESIA (1987)
 DJ1652
 DJ1652                         *CURRENT SURVEY CONTROL
 DJ1652  ___________________________________________________________________
 DJ1652* NAD 83(1993)-  33 28 37.33413(N)    088 44 53.48354(W)     ADJUSTED  
 DJ1652* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 DJ1652  ___________________________________________________________________
 DJ1652  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ1652  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1652  HORZ ORDER  -  SECOND
 DJ1652
 DJ1652.The horizontal coordinates were established by classical geodetic methods
 DJ1652.and adjusted by the National Geodetic Survey in May 1994.
 DJ1652
 DJ1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1652
 DJ1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1652
 DJ1652.The geoid height was determined by GEOID03.
 DJ1652
 DJ1652;                    North         East     Units Scale Factor Converg.
 DJ1652;SPC MS E     -   440,947.550   307,913.441   MT  0.99995077   +0 02 49.1
 DJ1652;SPC MS E     - 1,446,675.42  1,010,212.68   sFT  0.99995077   +0 02 49.1
 DJ1652;UTM  16      - 3,705,540.533   337,565.922   MT  0.99992530   -0 57 52.3
 DJ1652
 DJ1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1652!SPC MS E     -   0.99999099  x   0.99995077  =   0.99994176
 DJ1652!UTM  16      -   0.99999099  x   0.99992530  =   0.99991629
 DJ1652
 DJ1652|---------------------------------------------------------------------|
 DJ1652| PID    Reference Object                     Distance      Geod. Az  |
 DJ1652|                                                           dddmmss.s |
 DJ1652| DJ1756 WKOR MAST                           378.261 METERS 06035     |
 DJ1652| DJ1760 RM PK IN PP                                        18349     |
 DJ1652| DJ1651 8401                                APPROX. 1.3 KM 2465810.8 |
 DJ1652|---------------------------------------------------------------------|
 DJ1652
 DJ1652                          SUPERSEDED SURVEY CONTROL
 DJ1652
 DJ1652  NAD 83(1993)-  33 28 37.34329(N)    088 44 53.48198(W) AD(       ) 2
 DJ1652  NAD 83(1986)-  33 28 37.34396(N)    088 44 53.48173(W) AD(       ) 2
 DJ1652  NGVD 29 (01/23/89)   85.5    (m)          281.     (f) VERT ANG    3  
 DJ1652
 DJ1652.Superseded values are not recommended for survey control.
 DJ1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1652.See file dsdata.txt to determine how the superseded data were derived.
 DJ1652
 DJ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3756605541(NAD 83)
 DJ1652_MARKER: DD = SURVEY DISK
 DJ1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1652+STABILITY: SURFACE MOTION
 DJ1652
 DJ1652  HISTORY     - Date     Condition        Report By
 DJ1652  HISTORY     - 1984     MONUMENTED       MSSU
 DJ1652
 DJ1652                          STATION DESCRIPTION
 DJ1652
 DJ1652'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1652'THE STATION IS A MSU AL DISK STAMPED---8402---SET IN A 25 CM CONCRETE
 DJ1652'CYLINDER 15 CM BELOW GROUND, 4 MI EAST OF STARKVILLE ON OLD US HWY 82,
 DJ1652'2.1 M S OF R/W FENCE, 2.9 M NE OF 75 CM OAK, 14.0 M N OF OH GUY POLE,
 DJ1652'64.4 M WEST OF T-DR-N, 2000 FT W OF NE COR OF SEC 32,T19N,R15E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1654 ***********************************************************************
 DJ1654  DESIGNATION -  8404
 DJ1654  PID         -  DJ1654
 DJ1654  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1654  USGS QUAD   -  STARKVILLE (1982)
 DJ1654
 DJ1654                         *CURRENT SURVEY CONTROL
 DJ1654  ___________________________________________________________________
 DJ1654* NAD 83(1993)-  33 27 58.00699(N)    088 48 15.22824(W)     ADJUSTED  
 DJ1654* NAVD 88     -       112.71   (+/-2cm)     369.8    (feet)  VERTCON   
 DJ1654  ___________________________________________________________________
 DJ1654  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DJ1654  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1654  HORZ ORDER  -  SECOND
 DJ1654  VERT ORDER  -  THIRD ? (See Below)
 DJ1654
 DJ1654.The horizontal coordinates were established by classical geodetic methods
 DJ1654.and adjusted by the National Geodetic Survey in May 1994.
 DJ1654
 DJ1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1654.The vertical order pertains to the NGVD 29 superseded value.
 DJ1654
 DJ1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1654
 DJ1654.The geoid height was determined by GEOID03.
 DJ1654
 DJ1654;                    North         East     Units Scale Factor Converg.
 DJ1654;SPC MS E     -   439,733.111   302,705.268   MT  0.99995009   +0 00 57.8
 DJ1654;SPC MS E     - 1,442,691.05    993,125.53   sFT  0.99995009   +0 00 57.8
 DJ1654;UTM  16      - 3,704,418.226   332,337.200   MT  0.99994658   -0 59 42.6
 DJ1654
 DJ1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1654!SPC MS E     -   0.99998673  x   0.99995009  =   0.99993682
 DJ1654!UTM  16      -   0.99998673  x   0.99994658  =   0.99993331
 DJ1654
 DJ1654:                Primary Azimuth Mark                     Grid Az
 DJ1654:SPC MS E     -  8416                                     078 47 37.4
 DJ1654:UTM  16      -  8416                                     079 48 17.8
 DJ1654
 DJ1654|---------------------------------------------------------------------|
 DJ1654| PID    Reference Object                     Distance      Geod. Az  |
 DJ1654|                                                           dddmmss.s |
 DJ1654| DJ1666 8416                                APPROX. 1.1 KM 0784835.2 |
 DJ1654| DJ1667 8601                                434.276 METERS 2653623.3 |
 DJ1654|---------------------------------------------------------------------|
 DJ1654
 DJ1654                          SUPERSEDED SURVEY CONTROL
 DJ1654
 DJ1654  NAD 83(1993)-  33 27 58.01725(N)    088 48 15.22701(W) AD(       ) 2
 DJ1654  NAD 83(1986)-  33 27 58.01786(N)    088 48 15.22702(W) AD(       ) 2
 DJ1654  NGVD 29 (01/23/89)  112.67   (m)          369.7    (f) LEVELING    3  
 DJ1654
 DJ1654.Superseded values are not recommended for survey control.
 DJ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1654.See file dsdata.txt to determine how the superseded data were derived.
 DJ1654
 DJ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3233704418(NAD 83)
 DJ1654_MARKER: I = METAL ROD
 DJ1654_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DJ1654_SP_SET: OBJECT DRIVEN INTO GROUND
 DJ1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1654
 DJ1654  HISTORY     - Date     Condition        Report By
 DJ1654  HISTORY     - 1984     MONUMENTED       MSSU
 DJ1654
 DJ1654                          STATION DESCRIPTION
 DJ1654
 DJ1654'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1654'THE STATION IS A MSU PLASTIC CAP ON TOP OF A 24-INCH REBAR DRIVEN 0.3
 DJ1654'FT BELOW SHOULDER, 18.1 FT SOUTH OF US HWY 82, 11.8 FT ESE OF SE
 DJ1654'CORNER OF CURB FOR GUARDRAIL FOR BRIDGE OVER RAILROAD ONE BLOCK EAST
 DJ1654'OF MONTGOMERY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1655 ***********************************************************************
 DJ1655  DESIGNATION -  8405
 DJ1655  PID         -  DJ1655
 DJ1655  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1655  USGS QUAD   -  ARTESIA (1987)
 DJ1655
 DJ1655                         *CURRENT SURVEY CONTROL
 DJ1655  ___________________________________________________________________
 DJ1655* NAD 83(1993)-  33 28 37.53345(N)    088 44 04.97186(W)     ADJUSTED  
 DJ1655* NAVD 88     -        82.9    (meters)     272.     (feet)  VERTCON   
 DJ1655  ___________________________________________________________________
 DJ1655  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DJ1655  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ1655  HORZ ORDER  -  SECOND
 DJ1655
 DJ1655.The horizontal coordinates were established by classical geodetic methods
 DJ1655.and adjusted by the National Geodetic Survey in May 1994.
 DJ1655
 DJ1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1655
 DJ1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1655
 DJ1655.The geoid height was determined by GEOID03.
 DJ1655
 DJ1655;                    North         East     Units Scale Factor Converg.
 DJ1655;SPC MS E     -   440,954.798   309,165.878   MT  0.99995104   +0 03 15.8
 DJ1655;SPC MS E     - 1,446,699.20  1,014,321.72   sFT  0.99995104   +0 03 15.8
 DJ1655;UTM  16      - 3,705,525.672   338,818.257   MT  0.99992030   -0 57 25.5
 DJ1655
 DJ1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1655!SPC MS E     -   0.99999141  x   0.99995104  =   0.99994245
 DJ1655!UTM  16      -   0.99999141  x   0.99992030  =   0.99991171
 DJ1655
 DJ1655:                Primary Azimuth Mark                     Grid Az
 DJ1655:SPC MS E     -  8402                                     269 40 06.3
 DJ1655:UTM  16      -  8402                                     270 40 47.6
 DJ1655
 DJ1655|---------------------------------------------------------------------|
 DJ1655| PID    Reference Object                     Distance      Geod. Az  |
 DJ1655|                                                           dddmmss.s |
 DJ1655| DJ1652 8402                                APPROX. 1.3 KM 2694322.1 |
 DJ1655| DJ1756 WKOR MAST                           APPROX. 0.9 KM 2810056.1 |
 DJ1655|---------------------------------------------------------------------|
 DJ1655
 DJ1655                          SUPERSEDED SURVEY CONTROL
 DJ1655
 DJ1655  NAD 83(1993)-  33 28 37.54251(N)    088 44 04.97024(W) AD(       ) 2
 DJ1655  NAD 83(1986)-  33 28 37.54324(N)    088 44 04.96990(W) AD(       ) 2
 DJ1655  NGVD 29 (01/23/89)   82.9    (m)          272.     (f) VERT ANG    3  
 DJ1655
 DJ1655.Superseded values are not recommended for survey control.
 DJ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1655.See file dsdata.txt to determine how the superseded data were derived.
 DJ1655
 DJ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3881805526(NAD 83)
 DJ1655_MARKER: DD = SURVEY DISK
 DJ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1655+STABILITY: SURFACE MOTION
 DJ1655
 DJ1655  HISTORY     - Date     Condition        Report By
 DJ1655  HISTORY     - 1984     MONUMENTED       MSSU
 DJ1655
 DJ1655                          STATION DESCRIPTION
 DJ1655
 DJ1655'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1655'THE STATION IS A MSU AL DISK STAMPED---8405---SET IN A PRECAST 6X24
 DJ1655'INCH CONCRETE CYLINDER 15 CM BELOW GROUND, 5 MI E OF STARKVILLE, 5.35
 DJ1655'M S OF OLD US HWY 82, 37.3 M W OF PROJ WEST WALL OF THE CATFISH HOLE
 DJ1655'RESTAURANT, 2100 FT EAST OF NW COR OF SEC 33,T19N,R15E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1657 ***********************************************************************
 DJ1657  DESIGNATION -  8407
 DJ1657  PID         -  DJ1657
 DJ1657  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1657  USGS QUAD   -  ARTESIA (1987)
 DJ1657
 DJ1657                         *CURRENT SURVEY CONTROL
 DJ1657  ___________________________________________________________________
 DJ1657* NAD 83(1993)-  33 28 38.09685(N)    088 42 16.94457(W)     ADJUSTED  
 DJ1657* NAVD 88     -        84.69   (+/-2cm)     277.9    (feet)  VERTCON   
 DJ1657  ___________________________________________________________________
 DJ1657  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DJ1657  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1657  HORZ ORDER  -  SECOND
 DJ1657  VERT ORDER  -  THIRD ? (See Below)
 DJ1657
 DJ1657.The horizontal coordinates were established by classical geodetic methods
 DJ1657.and adjusted by the National Geodetic Survey in May 1994.
 DJ1657
 DJ1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1657.The vertical order pertains to the NGVD 29 superseded value.
 DJ1657
 DJ1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1657
 DJ1657.The geoid height was determined by GEOID03.
 DJ1657
 DJ1657;                    North         East     Units Scale Factor Converg.
 DJ1657;SPC MS E     -   440,975.206   311,954.834   MT  0.99995176   +0 04 15.4
 DJ1657;SPC MS E     - 1,446,766.16  1,023,471.82   sFT  0.99995176   +0 04 15.4
 DJ1657;UTM  16      - 3,705,496.845   341,607.037   MT  0.99990931   -0 56 25.9
 DJ1657
 DJ1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1657!SPC MS E     -   0.99999114  x   0.99995176  =   0.99994290
 DJ1657!UTM  16      -   0.99999114  x   0.99990931  =   0.99990045
 DJ1657
 DJ1657:                Primary Azimuth Mark                     Grid Az
 DJ1657:SPC MS E     -  8406                                     268 57 28.7
 DJ1657:UTM  16      -  8406                                     269 58 10.0
 DJ1657
 DJ1657|---------------------------------------------------------------------|
 DJ1657| PID    Reference Object                     Distance      Geod. Az  |
 DJ1657|                                                           dddmmss.s |
 DJ1657| DJ1656 8406                                APPROX. 0.5 KM 2690144.1 |
 DJ1657|---------------------------------------------------------------------|
 DJ1657
 DJ1657                          SUPERSEDED SURVEY CONTROL
 DJ1657
 DJ1657  NAD 83(1993)-  33 28 38.10568(N)    088 42 16.94283(W) AD(       ) 2
 DJ1657  NAD 83(1986)-  33 28 38.10683(N)    088 42 16.94230(W) AD(       ) 2
 DJ1657  NGVD 29 (01/23/89)   84.66   (m)          277.8    (f) LEVELING    3  
 DJ1657
 DJ1657.Superseded values are not recommended for survey control.
 DJ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1657.See file dsdata.txt to determine how the superseded data were derived.
 DJ1657
 DJ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4160705497(NAD 83)
 DJ1657_MARKER: DD = SURVEY DISK
 DJ1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1657+STABILITY: SURFACE MOTION
 DJ1657
 DJ1657  HISTORY     - Date     Condition        Report By
 DJ1657  HISTORY     - 1984     MONUMENTED       MSSU
 DJ1657
 DJ1657                          STATION DESCRIPTION
 DJ1657
 DJ1657'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1657'THE STATION IS A MSU AL DISK STAMPED---8407---SET IN A PRECAST 6X24
 DJ1657'INCH CONCRETE CYLINDER 10 CM BELOW GROUND, 6.5 MI E OF STARKVILLE, 4.8
 DJ1657'M N OF OLD US HWY 82, 28.9 M N OF NW COR AND ON PROJ WEST WALL OF A
 DJ1657'18X56 YD METAL BLDG, 600 FT EAST OF SW COR OF SEC 26,T19N,R15E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1659 ***********************************************************************
 DJ1659  DESIGNATION -  8409
 DJ1659  PID         -  DJ1659
 DJ1659  STATE/COUNTY-  MS/LOWNDES
 DJ1659  USGS QUAD   -  ARTESIA (1987)
 DJ1659
 DJ1659                         *CURRENT SURVEY CONTROL
 DJ1659  ___________________________________________________________________
 DJ1659* NAD 83(2007)-  33 28 44.69754(N)    088 39 30.73832(W)     NO CHECK  
 DJ1659* NAVD 88     -        67.3    (meters)     221.     (feet)  LEVELING  
 DJ1659  ___________________________________________________________________
 DJ1659  EPOCH DATE  -        2002.00
 DJ1659  X           -     124,671.368 (meters)                     COMP
 DJ1659  Y           -  -5,323,922.845 (meters)                     COMP
 DJ1659  Z           -   3,498,421.024 (meters)                     COMP
 DJ1659  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DJ1659  ELLIP HEIGHT-          39.144 (meters)          (02/10/07) NO CHECK
 DJ1659  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DJ1659
 DJ1659  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1659  Type    PID    Designation                      North   East  Ellip
 DJ1659  -------------------------------------------------------------------
 DJ1659  NETWORK DJ1659 8409                              1.29   1.33   7.11
 DJ1659  -------------------------------------------------------------------
 DJ1659  VERT ORDER  -  THIRD ?
 DJ1659
 DJ1659.The horizontal coordinates were established by GPS observations
 DJ1659.and adjusted by the National Geodetic Survey in February 2007.
 DJ1659
 DJ1659.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1659.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1659.No horizontal observational check was made to the station.
 DJ1659.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1659.The epoch date for horizontal control is a decimal equivalence
 DJ1659.of Year/Month/Day.
 DJ1659
 DJ1659.The orthometric height was determined by differential leveling.
 DJ1659.The vertical network tie was performed by a horz. field party for horz.
 DJ1659.obs reductions. Reset procedures were used to establish the elevation.
 DJ1659.No vertical observational check was made to the station.
 DJ1659
 DJ1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1659
 DJ1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1659
 DJ1659.The ellipsoidal height was determined by GPS observations
 DJ1659.and is referenced to NAD 83.
 DJ1659
 DJ1659.The geoid height was determined by GEOID03.
 DJ1659
 DJ1659;                    North         East     Units Scale Factor Converg.
 DJ1659;SPC MS E     -   441,184.825   316,245.491   MT  0.99995325   +0 05 47.1
 DJ1659;SPC MS E     - 1,447,453.88  1,037,548.75   sFT  0.99995325   +0 05 47.1
 DJ1659;UTM  16      - 3,705,630.682   345,900.504   MT  0.99989277   -0 54 54.3
 DJ1659
 DJ1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1659!SPC MS E     -   0.99999385  x   0.99995325  =   0.99994710
 DJ1659!UTM  16      -   0.99999385  x   0.99989277  =   0.99988663
 DJ1659
 DJ1659                          SUPERSEDED SURVEY CONTROL
 DJ1659
 DJ1659  ELLIP H (04/15/02)   39.119  (m)                       GP(       ) 4 2
 DJ1659  NAD 83(1993)-  33 28 44.69751(N)    088 39 30.73879(W) AD(       ) 1
 DJ1659  ELLIP H (01/12/94)   39.227  (m)                       GP(       ) 4 2
 DJ1659  NAD 83(1993)-  33 28 44.70639(N)    088 39 30.73693(W) AD(       ) 2
 DJ1659  NAD 83(1986)-  33 28 44.70784(N)    088 39 30.73618(W) AD(       ) 2
 DJ1659  NGVD 29 (01/23/89)   67.37   (m)          221.0    (f) LEVELING    3  
 DJ1659
 DJ1659.Superseded values are not recommended for survey control.
 DJ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1659.See file dsdata.txt to determine how the superseded data were derived.
 DJ1659
 DJ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4590105631(NAD 83)
 DJ1659_MARKER: DD = SURVEY DISK
 DJ1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1659_SP_SET: CONCRETE POST
 DJ1659_STAMPING: 8409
 DJ1659_MARK LOGO: MSU   
 DJ1659_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DJ1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1659+STABILITY: SURFACE MOTION
 DJ1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1659+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DJ1659
 DJ1659  HISTORY     - Date     Condition        Report By
 DJ1659  HISTORY     - 1984     MONUMENTED       MSSU
 DJ1659  HISTORY     - 1984     GOOD             MSSU
 DJ1659  HISTORY     - 19930506 GOOD             MSSU
 DJ1659
 DJ1659                          STATION DESCRIPTION
 DJ1659
 DJ1659'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1659'THE STATION IS A MSU AL DISK STAMPED---8409---SET IN A PRECAST 6X24
 DJ1659'INCH CONCRETE CYLINDER 15 CM BELOW GROUND, AT JCT OF OLD US HWY 82 AND
 DJ1659'US HWY 45A SW OF MAYHEW, 7.60 M N OF OLD HWY 82, 13.75 M EAST OF US
 DJ1659'HWY 45A, 2.55 M ESE OF STOP SIGN, 1600 FT N65W OF SE COR OF SEC 30,
 DJ1659'T19N,R16E.  NO CHECK ON THIS POSITION.
 DJ1659
 DJ1659                          STATION RECOVERY (1984)
 DJ1659
 DJ1659'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1984
 DJ1659'RECOVERED IN GOOD CONDITION.
 DJ1659
 DJ1659                          STATION RECOVERY (1993)
 DJ1659
 DJ1659'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1993
 DJ1659'LOCATED AT THE JUNCTION OF U.S HIGHWAY 45A AND STATE HIGHWAY 182, 1.5
 DJ1659'MI (2.4 KM) WEST OF MAYHEW, 1600 FT (487.7 M) NORTHWEST OF THE
 DJ1659'SOUTHEAST CORNER OF SECTION 30, T19N, R16E.  OWNERSHIP--HIGHWAY
 DJ1659'RIGHT-OF-WAY.
 DJ1659'THE STATION IS A STANDARD MSU ALUMINUM DISK SET IN A 6 X 24-INCH
 DJ1659'PRECAST CONCRETE CYLINDER 15 CM BELOW GROUND, WITH A 1/2 X 24-INCH
 DJ1659'REBAR FOR MAGNETIC PERPOSE.  LOCATED 13.75 M (45.11 FT) EAST OF THE
 DJ1659'CENTERLINE OF U.S. HIGHWAY 45A, 7.6 M (24.9 FT) NORTH OF THE
 DJ1659'CENTERLINE OF STATE HIGHWAY 182, AND 2.55 M (8.37 FT) EAST OF 4-INCH
 DJ1659'METAL PIPE WITH STOP SIGN.
 DJ1659'DESCRIBED BY R.BURT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1667 ***********************************************************************
 DJ1667  DESIGNATION -  8601
 DJ1667  PID         -  DJ1667
 DJ1667  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1667  USGS QUAD   -  STARKVILLE (1982)
 DJ1667
 DJ1667                         *CURRENT SURVEY CONTROL
 DJ1667  ___________________________________________________________________
 DJ1667* NAD 83(1993)-  33 27 56.92685(N)    088 48 31.99692(W)     ADJUSTED  
 DJ1667* NAVD 88     -       114.08   (+/-2cm)     374.3    (feet)  VERTCON   
 DJ1667  ___________________________________________________________________
 DJ1667  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DJ1667  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1667  HORZ ORDER  -  SECOND
 DJ1667  VERT ORDER  -  THIRD ? (See Below)
 DJ1667
 DJ1667.The horizontal coordinates were established by classical geodetic methods
 DJ1667.and adjusted by the National Geodetic Survey in May 1994.
 DJ1667
 DJ1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1667.The vertical order pertains to the NGVD 29 superseded value.
 DJ1667
 DJ1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1667
 DJ1667.The geoid height was determined by GEOID03.
 DJ1667
 DJ1667;                    North         East     Units Scale Factor Converg.
 DJ1667;SPC MS E     -   439,699.723   302,272.298   MT  0.99995006   +0 00 48.5
 DJ1667;SPC MS E     - 1,442,581.51    991,705.03   sFT  0.99995006   +0 00 48.5
 DJ1667;UTM  16      - 3,704,392.485   331,903.711   MT  0.99994837   -0 59 51.8
 DJ1667
 DJ1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1667!SPC MS E     -   0.99998651  x   0.99995006  =   0.99993657
 DJ1667!UTM  16      -   0.99998651  x   0.99994837  =   0.99993488
 DJ1667
 DJ1667:                Primary Azimuth Mark                     Grid Az
 DJ1667:SPC MS E     -  8404                                     085 35 25.5
 DJ1667:UTM  16      -  8404                                     086 36 05.8
 DJ1667
 DJ1667|---------------------------------------------------------------------|
 DJ1667| PID    Reference Object                     Distance      Geod. Az  |
 DJ1667|                                                           dddmmss.s |
 DJ1667| DJ1654 8404                                434.276 METERS 0853614.0 |
 DJ1667| DJ1687 8621                                133.573 METERS 27831     |
 DJ1667|---------------------------------------------------------------------|
 DJ1667
 DJ1667                          SUPERSEDED SURVEY CONTROL
 DJ1667
 DJ1667  NAD 83(1993)-  33 27 56.93715(N)    088 48 31.99570(W) AD(       ) 2
 DJ1667  NAD 83(1986)-  33 27 56.93777(N)    088 48 31.99561(W) AD(       ) 2
 DJ1667  NGVD 29 (01/23/89)  114.04   (m)          374.1    (f) LEVELING    3  
 DJ1667
 DJ1667.Superseded values are not recommended for survey control.
 DJ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1667.See file dsdata.txt to determine how the superseded data were derived.
 DJ1667
 DJ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3190404392(NAD 83)
 DJ1667_MARKER: DD = SURVEY DISK
 DJ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1667+STABILITY: SURFACE MOTION
 DJ1667
 DJ1667  HISTORY     - Date     Condition        Report By
 DJ1667  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1667  HISTORY     - 20081203 MARK NOT FOUND   MSSU
 DJ1667
 DJ1667                          STATION DESCRIPTION
 DJ1667
 DJ1667'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1667'A STD AL DISK STAMPED---8601---SET IN 0.8X3.6 FT CONC CYL LOCATED 0.4
 DJ1667'MILE ENE OF STARKVILLE CBD, 400 FT EAST OF MONTGOMERY ST, 7.35 M S OF
 DJ1667'C/L US HWY 82, 24.2 M NE OF NE COR OF NW BLDG OF MOTEL.
 DJ1667
 DJ1667                          STATION RECOVERY (2008)
 DJ1667
 DJ1667'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JZ)
 DJ1667'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1668 ***********************************************************************
 DJ1668  DESIGNATION -  8602
 DJ1668  PID         -  DJ1668
 DJ1668  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1668  USGS QUAD   -  STARKVILLE (1982)
 DJ1668
 DJ1668                         *CURRENT SURVEY CONTROL
 DJ1668  ___________________________________________________________________
 DJ1668* NAD 83(1993)-  33 27 57.69859(N)    088 48 58.64886(W)     ADJUSTED  
 DJ1668* NAVD 88     -       106.29   (+/-2cm)     348.7    (feet)  VERTCON   
 DJ1668  ___________________________________________________________________
 DJ1668  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DJ1668  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1668  HORZ ORDER  -  SECOND
 DJ1668  VERT ORDER  -  THIRD ? (See Below)
 DJ1668
 DJ1668.The horizontal coordinates were established by classical geodetic methods
 DJ1668.and adjusted by the National Geodetic Survey in May 1994.
 DJ1668
 DJ1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1668.The vertical order pertains to the NGVD 29 superseded value.
 DJ1668
 DJ1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1668
 DJ1668.The geoid height was determined by GEOID03.
 DJ1668
 DJ1668;                    North         East     Units Scale Factor Converg.
 DJ1668;SPC MS E     -   439,723.361   301,584.124   MT  0.99995003   +0 00 33.8
 DJ1668;SPC MS E     - 1,442,659.06    989,447.25   sFT  0.99995003   +0 00 33.8
 DJ1668;UTM  16      - 3,704,428.264   331,216.060   MT  0.99995123   -1 00 06.5
 DJ1668
 DJ1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1668!SPC MS E     -   0.99998773  x   0.99995003  =   0.99993776
 DJ1668!UTM  16      -   0.99998773  x   0.99995123  =   0.99993896
 DJ1668
 DJ1668:                Primary Azimuth Mark                     Grid Az
 DJ1668:SPC MS E     -  8601                                     091 58 02.2
 DJ1668:UTM  16      -  8601                                     092 58 42.5
 DJ1668
 DJ1668|---------------------------------------------------------------------|
 DJ1668| PID    Reference Object                     Distance      Geod. Az  |
 DJ1668|                                                           dddmmss.s |
 DJ1668| DJ1667 8601                                APPROX. 0.7 KM 0915836.0 |
 DJ1668| DJ1688 8622                                233.029 METERS 09505     |
 DJ1668| DJ1749 STARKVILLE NORTH TANK               315.511 METERS 34902     |
 DJ1668|---------------------------------------------------------------------|
 DJ1668
 DJ1668                          SUPERSEDED SURVEY CONTROL
 DJ1668
 DJ1668  NAD 83(1993)-  33 27 57.70893(N)    088 48 58.64763(W) AD(       ) 2
 DJ1668  NAD 83(1986)-  33 27 57.70953(N)    088 48 58.64742(W) AD(       ) 2
 DJ1668  NGVD 29 (01/23/89)  106.25   (m)          348.6    (f) LEVELING    3  
 DJ1668
 DJ1668.Superseded values are not recommended for survey control.
 DJ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1668.See file dsdata.txt to determine how the superseded data were derived.
 DJ1668
 DJ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3121604428(NAD 83)
 DJ1668_MARKER: DD = SURVEY DISK
 DJ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1668+STABILITY: SURFACE MOTION
 DJ1668
 DJ1668  HISTORY     - Date     Condition        Report By
 DJ1668  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1668
 DJ1668                          STATION DESCRIPTION
 DJ1668
 DJ1668'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1668'A STD AL DISK STAMPED---8602---SET IN 0.8X3.0 FT CONC CYL 10 CM BELOW
 DJ1668'GROUND.  LOCATED 0.15 MILE NNW OF STARKVILLE CBD, 0.15 MILE WEST OF MS
 DJ1668'HWY 389, 1.7 M N OF N EDGE OF PVT OF US HWY 82, 16.0 M E OF C/L OF
 DJ1668'WASHINGTON ST, 10.2 M SE OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1669 ***********************************************************************
 DJ1669  DESIGNATION -  8603
 DJ1669  PID         -  DJ1669
 DJ1669  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1669  USGS QUAD   -  STARKVILLE (1982)
 DJ1669
 DJ1669                         *CURRENT SURVEY CONTROL
 DJ1669  ___________________________________________________________________
 DJ1669* NAD 83(1993)-  33 27 56.85200(N)    088 49 23.80096(W)     ADJUSTED  
 DJ1669* NAVD 88     -       105.2    (meters)     345.     (feet)  VERTCON   
 DJ1669  ___________________________________________________________________
 DJ1669  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DJ1669  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1669  HORZ ORDER  -  SECOND
 DJ1669
 DJ1669.The horizontal coordinates were established by classical geodetic methods
 DJ1669.and adjusted by the National Geodetic Survey in May 1994.
 DJ1669
 DJ1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1669
 DJ1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1669
 DJ1669.The geoid height was determined by GEOID03.
 DJ1669
 DJ1669;                    North         East     Units Scale Factor Converg.
 DJ1669;SPC MS E     -   439,697.195   300,934.684   MT  0.99995001   +0 00 20.0
 DJ1669;SPC MS E     - 1,442,573.21    987,316.54   sFT  0.99995001   +0 00 20.0
 DJ1669;UTM  16      - 3,704,413.563   330,566.258   MT  0.99995394   -1 00 20.4
 DJ1669
 DJ1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1669!SPC MS E     -   0.99998790  x   0.99995001  =   0.99993791
 DJ1669!UTM  16      -   0.99998790  x   0.99995394  =   0.99994184
 DJ1669
 DJ1669:                Primary Azimuth Mark                     Grid Az
 DJ1669:SPC MS E     -  STARKVILLE NORTH TANK                    060 19 17.2
 DJ1669:UTM  16      -  STARKVILLE NORTH TANK                    061 19 57.6
 DJ1669
 DJ1669|---------------------------------------------------------------------|
 DJ1669| PID    Reference Object                     Distance      Geod. Az  |
 DJ1669|                                                           dddmmss.s |
 DJ1669| DJ1749 STARKVILLE NORTH TANK               APPROX. 0.7 KM 0601937.2 |
 DJ1669| DJ1668 8602                                APPROX. 0.6 KM 0874154.0 |
 DJ1669| DJ1670 8604                                490.507 METERS 2581047.7 |
 DJ1669|---------------------------------------------------------------------|
 DJ1669
 DJ1669                          SUPERSEDED SURVEY CONTROL
 DJ1669
 DJ1669  NAD 83(1993)-  33 27 56.86236(N)    088 49 23.79975(W) AD(       ) 2
 DJ1669  NAD 83(1986)-  33 27 56.86298(N)    088 49 23.79937(W) AD(       ) 2
 DJ1669  NGVD 29 (01/23/89)  105.2    (m)          345.     (f) VERT ANG    3  
 DJ1669
 DJ1669.Superseded values are not recommended for survey control.
 DJ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1669.See file dsdata.txt to determine how the superseded data were derived.
 DJ1669
 DJ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3056604414(NAD 83)
 DJ1669_MARKER: DD = SURVEY DISK
 DJ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1669+STABILITY: SURFACE MOTION
 DJ1669
 DJ1669  HISTORY     - Date     Condition        Report By
 DJ1669  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1669
 DJ1669                          STATION DESCRIPTION
 DJ1669
 DJ1669'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1669'A STD AL DISK STAMPED---8603---SET IN 0.8X3.4 FT CONC CYL 0.5 MILE WNW
 DJ1669'OF STARKVILLE CBD, 0.55 MILE WEST OF MS HWY 389, 9.35 M N OF C/L OF US
 DJ1669'HWY 82, 12.1 M W OF C/L OF LONG ST, 9.2 M SE OF PP 302.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1670 ***********************************************************************
 DJ1670  DESIGNATION -  8604
 DJ1670  PID         -  DJ1670
 DJ1670  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1670  USGS QUAD   -  STARKVILLE (1982)
 DJ1670
 DJ1670                         *CURRENT SURVEY CONTROL
 DJ1670  ___________________________________________________________________
 DJ1670* NAD 83(1993)-  33 27 53.59040(N)    088 49 42.39370(W)     ADJUSTED  
 DJ1670* NAVD 88     -       104.8    (meters)     344.     (feet)  VERTCON   
 DJ1670  ___________________________________________________________________
 DJ1670  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DJ1670  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1670  HORZ ORDER  -  SECOND
 DJ1670
 DJ1670.The horizontal coordinates were established by classical geodetic methods
 DJ1670.and adjusted by the National Geodetic Survey in May 1994.
 DJ1670
 DJ1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1670
 DJ1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1670
 DJ1670.The geoid height was determined by GEOID03.
 DJ1670
 DJ1670;                    North         East     Units Scale Factor Converg.
 DJ1670;SPC MS E     -   439,596.678   300,454.611   MT  0.99995000   +0 00 09.7
 DJ1670;SPC MS E     - 1,442,243.43    985,741.50   sFT  0.99995000   +0 00 09.7
 DJ1670;UTM  16      - 3,704,321.534   330,084.484   MT  0.99995595   -1 00 30.6
 DJ1670
 DJ1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1670!SPC MS E     -   0.99998796  x   0.99995000  =   0.99993796
 DJ1670!UTM  16      -   0.99998796  x   0.99995595  =   0.99994391
 DJ1670
 DJ1670:                Primary Azimuth Mark                     Grid Az
 DJ1670:SPC MS E     -  8603                                     078 10 27.8
 DJ1670:UTM  16      -  8603                                     079 11 08.1
 DJ1670
 DJ1670|---------------------------------------------------------------------|
 DJ1670| PID    Reference Object                     Distance      Geod. Az  |
 DJ1670|                                                           dddmmss.s |
 DJ1670| DJ1669 8603                                490.507 METERS 0781037.5 |
 DJ1670| DJ1671 8605                                381.043 METERS 25121     |
 DJ1670|---------------------------------------------------------------------|
 DJ1670
 DJ1670                          SUPERSEDED SURVEY CONTROL
 DJ1670
 DJ1670  NAD 83(1993)-  33 27 53.60077(N)    088 49 42.39250(W) AD(       ) 2
 DJ1670  NAD 83(1986)-  33 27 53.60139(N)    088 49 42.39199(W) AD(       ) 2
 DJ1670  NGVD 29 (01/23/89)  104.8    (m)          344.     (f) VERT ANG    3  
 DJ1670
 DJ1670.Superseded values are not recommended for survey control.
 DJ1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1670.See file dsdata.txt to determine how the superseded data were derived.
 DJ1670
 DJ1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3008404322(NAD 83)
 DJ1670_MARKER: DD = SURVEY DISK
 DJ1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1670+STABILITY: SURFACE MOTION
 DJ1670
 DJ1670  HISTORY     - Date     Condition        Report By
 DJ1670  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1670
 DJ1670                          STATION DESCRIPTION
 DJ1670
 DJ1670'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1670'A STD AL DISK STAMPED---8604---SET IN 0.8X3.3 FT CONC CYL 0.2 M BELOW
 DJ1670'GROUND 0.8 MILE WEST OF STARKVILLE CBD, 0.2 MILE EAST OF REED ROAD,
 DJ1670'0.3 MILE WEST OF LONG ST, 1.7 M N OF N EDGE OF PVT OF US HWY 82, 28.8
 DJ1670'M S OF SE COR OF CHIMNEY, 24.8 M NE OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1671 ***********************************************************************
 DJ1671  DESIGNATION -  8605
 DJ1671  PID         -  DJ1671
 DJ1671  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1671  USGS QUAD   -  STARKVILLE (1982)
 DJ1671
 DJ1671                         *CURRENT SURVEY CONTROL
 DJ1671  ___________________________________________________________________
 DJ1671* NAD 83(1993)-  33 27 49.63356(N)    088 49 56.37444(W)     ADJUSTED  
 DJ1671* NAVD 88     -        97.60   (+/-2cm)     320.2    (feet)  VERTCON   
 DJ1671  ___________________________________________________________________
 DJ1671  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DJ1671  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1671  HORZ ORDER  -  SECOND
 DJ1671  VERT ORDER  -  THIRD ? (See Below)
 DJ1671
 DJ1671.The horizontal coordinates were established by classical geodetic methods
 DJ1671.and adjusted by the National Geodetic Survey in May 1994.
 DJ1671
 DJ1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1671.The vertical order pertains to the NGVD 29 superseded value.
 DJ1671
 DJ1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1671
 DJ1671.The geoid height was determined by GEOID03.
 DJ1671
 DJ1671;                    North         East     Units Scale Factor Converg.
 DJ1671;SPC MS E     -   439,474.767   300,093.617   MT  0.99995000   +0 00 02.0
 DJ1671;SPC MS E     - 1,441,843.46    984,557.14   sFT  0.99995000   +0 00 02.0
 DJ1671;UTM  16      - 3,704,206.012   329,721.392   MT  0.99995748   -1 00 38.2
 DJ1671
 DJ1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1671!SPC MS E     -   0.99998910  x   0.99995000  =   0.99993910
 DJ1671!UTM  16      -   0.99998910  x   0.99995748  =   0.99994658
 DJ1671
 DJ1671:                Primary Azimuth Mark                     Grid Az
 DJ1671:SPC MS E     -  8701                                     001 29 50.8
 DJ1671:UTM  16      -  8701                                     002 30 31.0
 DJ1671
 DJ1671|---------------------------------------------------------------------|
 DJ1671| PID    Reference Object                     Distance      Geod. Az  |
 DJ1671|                                                           dddmmss.s |
 DJ1671| DJ1697 8701                                APPROX. 0.6 KM 0012952.8 |
 DJ1671| DJ1670 8604                                381.043 METERS 07120     |
 DJ1671| DJ0861 82 V 194                                           16011     |
 DJ1671|---------------------------------------------------------------------|
 DJ1671
 DJ1671                          SUPERSEDED SURVEY CONTROL
 DJ1671
 DJ1671  NAD 83(1993)-  33 27 49.64394(N)    088 49 56.37325(W) AD(       ) 2
 DJ1671  NAD 83(1986)-  33 27 49.64453(N)    088 49 56.37268(W) AD(       ) 2
 DJ1671  NGVD 29 (01/23/89)   97.56   (m)          320.1    (f) LEVELING    3  
 DJ1671
 DJ1671.Superseded values are not recommended for survey control.
 DJ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1671.See file dsdata.txt to determine how the superseded data were derived.
 DJ1671
 DJ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2972104206(NAD 83)
 DJ1671_MARKER: DD = SURVEY DISK
 DJ1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1671+STABILITY: SURFACE MOTION
 DJ1671
 DJ1671  HISTORY     - Date     Condition        Report By
 DJ1671  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1671  HISTORY     - 20060412 MARK NOT FOUND   MSSU
 DJ1671
 DJ1671                          STATION DESCRIPTION
 DJ1671
 DJ1671'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1671'A STD AL DISK STAMPED---8605---SET IN 0.8X2.6 FT CONC CYL 0.2 M BELOW
 DJ1671'GROUND, 1.0 MILE WEST OF STARKVILLE CBD, 8.0 M S OF C/L OF US HWY 82,
 DJ1671'13.1 M W OF C/L OF REED RD, 5.4 M NW OF PP, 2.890 M LOWER THAN MSHD BM
 DJ1671'82V194 1964.
 DJ1671
 DJ1671                          STATION RECOVERY (2006)
 DJ1671
 DJ1671'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 DJ1671'I FOUND BM 82V194 1964, BUT DID NOT RECOVER MARK DJ1671.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1672 ***********************************************************************
 DJ1672  DESIGNATION -  8606
 DJ1672  PID         -  DJ1672
 DJ1672  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1672  USGS QUAD   -  STARKVILLE (1982)
 DJ1672
 DJ1672                         *CURRENT SURVEY CONTROL
 DJ1672  ___________________________________________________________________
 DJ1672* NAD 83(1993)-  33 27 44.13915(N)    088 50 17.78381(W)     ADJUSTED  
 DJ1672* NAVD 88     -        99.6    (meters)     327.     (feet)  VERTCON   
 DJ1672  ___________________________________________________________________
 DJ1672  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DJ1672  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1672  HORZ ORDER  -  SECOND
 DJ1672
 DJ1672.The horizontal coordinates were established by classical geodetic methods
 DJ1672.and adjusted by the National Geodetic Survey in May 1994.
 DJ1672
 DJ1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1672
 DJ1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1672
 DJ1672.The geoid height was determined by GEOID03.
 DJ1672
 DJ1672;                    North         East     Units Scale Factor Converg.
 DJ1672;SPC MS E     -   439,305.508   299,540.791   MT  0.99995000   -0 00 09.8
 DJ1672;SPC MS E     - 1,441,288.15    982,743.41   sFT  0.99995000   -0 00 09.8
 DJ1672;UTM  16      - 3,704,046.534   329,165.661   MT  0.99995981   -1 00 49.8
 DJ1672
 DJ1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1672!SPC MS E     -   0.99998879  x   0.99995000  =   0.99993879
 DJ1672!UTM  16      -   0.99998879  x   0.99995981  =   0.99994860
 DJ1672
 DJ1672:                Primary Azimuth Mark                     Grid Az
 DJ1672:SPC MS E     -  8605                                     072 58 37.0
 DJ1672:UTM  16      -  8605                                     073 59 17.0
 DJ1672
 DJ1672|---------------------------------------------------------------------|
 DJ1672| PID    Reference Object                     Distance      Geod. Az  |
 DJ1672|                                                           dddmmss.s |
 DJ1672| DJ1671 8605                                APPROX. 0.6 KM 0725827.2 |
 DJ1672|---------------------------------------------------------------------|
 DJ1672
 DJ1672                          SUPERSEDED SURVEY CONTROL
 DJ1672
 DJ1672  NAD 83(1993)-  33 27 44.14954(N)    088 50 17.78264(W) AD(       ) 2
 DJ1672  NAD 83(1986)-  33 27 44.15009(N)    088 50 17.78194(W) AD(       ) 2
 DJ1672  NGVD 29 (01/23/89)   99.5    (m)          326.     (f) VERT ANG    3  
 DJ1672
 DJ1672.Superseded values are not recommended for survey control.
 DJ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1672.See file dsdata.txt to determine how the superseded data were derived.
 DJ1672
 DJ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2916604047(NAD 83)
 DJ1672_MARKER: DD = SURVEY DISK
 DJ1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1672+STABILITY: SURFACE MOTION
 DJ1672
 DJ1672  HISTORY     - Date     Condition        Report By
 DJ1672  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1672
 DJ1672                          STATION DESCRIPTION
 DJ1672
 DJ1672'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1672'A STD AL DISK STAMPED---8606---SET IN 0.8X3.0 FT CONC CYL 10 CM BELOW
 DJ1672'GROUND, 1.35 MILES WEST OF STARKVILLE CBD, 0.4 MILE EAST OF STARK RD,
 DJ1672'15.3 M S OF C/L US HWY 82, 16.6 M W OF R/W MON, 7.4 M ENE OF PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1673 ***********************************************************************
 DJ1673  DESIGNATION -  8607
 DJ1673  PID         -  DJ1673
 DJ1673  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1673  USGS QUAD   -  STARKVILLE (1982)
 DJ1673
 DJ1673                         *CURRENT SURVEY CONTROL
 DJ1673  ___________________________________________________________________
 DJ1673* NAD 83(1993)-  33 27 42.98239(N)    088 50 43.12934(W)     ADJUSTED  
 DJ1673* NAVD 88     -        94.38   (+/-2cm)     309.6    (feet)  VERTCON   
 DJ1673  ___________________________________________________________________
 DJ1673  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DJ1673  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DJ1673  HORZ ORDER  -  SECOND
 DJ1673  VERT ORDER  -  THIRD ? (See Below)
 DJ1673
 DJ1673.The horizontal coordinates were established by classical geodetic methods
 DJ1673.and adjusted by the National Geodetic Survey in May 1994.
 DJ1673
 DJ1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1673.The vertical order pertains to the NGVD 29 superseded value.
 DJ1673
 DJ1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1673
 DJ1673.The geoid height was determined by GEOID03.
 DJ1673
 DJ1673;                    North         East     Units Scale Factor Converg.
 DJ1673;SPC MS E     -   439,269.925   298,886.322   MT  0.99995002   -0 00 23.8
 DJ1673;SPC MS E     - 1,441,171.41    980,596.21   sFT  0.99995002   -0 00 23.8
 DJ1673;UTM  16      - 3,704,022.505   328,510.658   MT  0.99996258   -1 01 03.8
 DJ1673
 DJ1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1673!SPC MS E     -   0.99998960  x   0.99995002  =   0.99993962
 DJ1673!UTM  16      -   0.99998960  x   0.99996258  =   0.99995218
 DJ1673
 DJ1673:                Primary Azimuth Mark                     Grid Az
 DJ1673:SPC MS E     -  8606                                     086 53 16.4
 DJ1673:UTM  16      -  8606                                     087 53 56.4
 DJ1673
 DJ1673|---------------------------------------------------------------------|
 DJ1673| PID    Reference Object                     Distance      Geod. Az  |
 DJ1673|                                                           dddmmss.s |
 DJ1673| DJ1672 8606                                APPROX. 0.7 KM 0865252.6 |
 DJ1673| DJ1674 8608                                232.592 METERS 18324     |
 DJ1673| DJ1689 8623                                382.686 METERS 27025     |
 DJ1673|---------------------------------------------------------------------|
 DJ1673
 DJ1673                          SUPERSEDED SURVEY CONTROL
 DJ1673
 DJ1673  NAD 83(1993)-  33 27 42.99279(N)    088 50 43.12819(W) AD(       ) 2
 DJ1673  NAD 83(1986)-  33 27 42.99325(N)    088 50 43.12728(W) AD(       ) 2
 DJ1673  NGVD 29 (01/23/89)   94.34   (m)          309.5    (f) LEVELING    3  
 DJ1673
 DJ1673.Superseded values are not recommended for survey control.
 DJ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1673.See file dsdata.txt to determine how the superseded data were derived.
 DJ1673
 DJ1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2851104023(NAD 83)
 DJ1673_MARKER: DD = SURVEY DISK
 DJ1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1673+STABILITY: SURFACE MOTION
 DJ1673
 DJ1673  HISTORY     - Date     Condition        Report By
 DJ1673  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1673
 DJ1673                          STATION DESCRIPTION
 DJ1673
 DJ1673'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1673'A STD AL DISK STAMPED---8607---SET IN 0.8X2.5 FT CONC CYL 20 CM BELOW
 DJ1673'GROUND, 1.75 MILES WEST OF STARKVILLE CBD, 10.4 M S OF C/L OF US HWY
 DJ1673'82, 10.8 M E OF C/L OF STARK RD, 29.8 M W OF FIRE HYDRANT, 6.9 M NW OF
 DJ1673'PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1674 ***********************************************************************
 DJ1674  DESIGNATION -  8608
 DJ1674  PID         -  DJ1674
 DJ1674  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1674  USGS QUAD   -  STARKVILLE (1982)
 DJ1674
 DJ1674                         *CURRENT SURVEY CONTROL
 DJ1674  ___________________________________________________________________
 DJ1674* NAD 83(1993)-  33 27 35.44624(N)    088 50 43.66422(W)     ADJUSTED  
 DJ1674* NAVD 88     -        99.5    (meters)     326.     (feet)  VERTCON   
 DJ1674  ___________________________________________________________________
 DJ1674  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DJ1674  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1674  HORZ ORDER  -  SECOND
 DJ1674
 DJ1674.The horizontal coordinates were established by classical geodetic methods
 DJ1674.and adjusted by the National Geodetic Survey in May 1994.
 DJ1674
 DJ1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1674
 DJ1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1674
 DJ1674.The geoid height was determined by GEOID03.
 DJ1674
 DJ1674;                    North         East     Units Scale Factor Converg.
 DJ1674;SPC MS E     -   439,037.756   298,872.483   MT  0.99995002   -0 00 24.1
 DJ1674;SPC MS E     - 1,440,409.70    980,550.80   sFT  0.99995002   -0 00 24.1
 DJ1674;UTM  16      - 3,703,790.613   328,492.725   MT  0.99996266   -1 01 03.9
 DJ1674
 DJ1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1674!SPC MS E     -   0.99998879  x   0.99995002  =   0.99993881
 DJ1674!UTM  16      -   0.99998879  x   0.99996266  =   0.99995145
 DJ1674
 DJ1674                          SUPERSEDED SURVEY CONTROL
 DJ1674
 DJ1674  NAD 83(1993)-  33 27 35.45664(N)    088 50 43.66308(W) AD(       ) 2
 DJ1674  NAD 83(1986)-  33 27 35.45704(N)    088 50 43.66202(W) AD(       ) 2
 DJ1674  NGVD 29 (01/23/89)   99.5    (m)          326.     (f) VERT ANG    3  
 DJ1674
 DJ1674.Superseded values are not recommended for survey control.
 DJ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1674.See file dsdata.txt to determine how the superseded data were derived.
 DJ1674
 DJ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2849303791(NAD 83)
 DJ1674_MARKER: DD = SURVEY DISK
 DJ1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1674+STABILITY: SURFACE MOTION
 DJ1674
 DJ1674  HISTORY     - Date     Condition        Report By
 DJ1674  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1674
 DJ1674                          STATION DESCRIPTION
 DJ1674
 DJ1674'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1674'A STD AL DISK STAMPED---8608---SET IN 0.8X2.3 FT CONC CYL 10 CM BELOW
 DJ1674'GROUND, 1.8 MILES WSW OF STARKVILLE CBD, 0.15 MILE SOUTH OF US HWY 82,
 DJ1674'5.8 M W OF C/L STARK RD, 38.7 M S OF PP, 9.1 M SE OF S GATE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1675 ***********************************************************************
 DJ1675  DESIGNATION -  8609
 DJ1675  PID         -  DJ1675
 DJ1675  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1675  USGS QUAD   -  STARKVILLE (1982)
 DJ1675
 DJ1675                         *CURRENT SURVEY CONTROL
 DJ1675  ___________________________________________________________________
 DJ1675* NAD 83(1993)-  33 27 26.71006(N)    088 50 43.17677(W)     ADJUSTED  
 DJ1675* NAVD 88     -       101.1    (meters)     332.     (feet)  VERTCON   
 DJ1675  ___________________________________________________________________
 DJ1675  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DJ1675  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1675  HORZ ORDER  -  SECOND
 DJ1675
 DJ1675.The horizontal coordinates were established by classical geodetic methods
 DJ1675.and adjusted by the National Geodetic Survey in May 1994.
 DJ1675
 DJ1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1675
 DJ1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1675
 DJ1675.The geoid height was determined by GEOID03.
 DJ1675
 DJ1675;                    North         East     Units Scale Factor Converg.
 DJ1675;SPC MS E     -   438,768.615   298,885.039   MT  0.99995002   -0 00 23.8
 DJ1675;SPC MS E     - 1,439,526.70    980,592.00   sFT  0.99995002   -0 00 23.8
 DJ1675;UTM  16      - 3,703,521.289   328,500.530   MT  0.99996262   -1 01 03.4
 DJ1675
 DJ1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1675!SPC MS E     -   0.99998854  x   0.99995002  =   0.99993856
 DJ1675!UTM  16      -   0.99998854  x   0.99996262  =   0.99995116
 DJ1675
 DJ1675:                Primary Azimuth Mark                     Grid Az
 DJ1675:SPC MS E     -  8610                                     182 36 33.5
 DJ1675:UTM  16      -  8610                                     183 37 13.1
 DJ1675
 DJ1675|---------------------------------------------------------------------|
 DJ1675| PID    Reference Object                     Distance      Geod. Az  |
 DJ1675|                                                           dddmmss.s |
 DJ1675| DJ1676 8610                                APPROX. 0.5 KM 1823609.7 |
 DJ1675| DJ1674 8608                                269.448 METERS 35719     |
 DJ1675|---------------------------------------------------------------------|
 DJ1675
 DJ1675                          SUPERSEDED SURVEY CONTROL
 DJ1675
 DJ1675  NAD 83(1993)-  33 27 26.72045(N)    088 50 43.17566(W) AD(       ) 2
 DJ1675  NAD 83(1986)-  33 27 26.72079(N)    088 50 43.17429(W) AD(       ) 2
 DJ1675  NGVD 29 (01/23/89)  101.1    (m)          332.     (f) VERT ANG    3  
 DJ1675
 DJ1675.Superseded values are not recommended for survey control.
 DJ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1675.See file dsdata.txt to determine how the superseded data were derived.
 DJ1675
 DJ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2850103521(NAD 83)
 DJ1675_MARKER: DD = SURVEY DISK
 DJ1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1675+STABILITY: SURFACE MOTION
 DJ1675
 DJ1675  HISTORY     - Date     Condition        Report By
 DJ1675  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1675
 DJ1675                          STATION DESCRIPTION
 DJ1675
 DJ1675'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1675'A STD AL DISK STAMPED---8609---SET IN 0.8X2.7 FT CONC CYL 20 CM BELOW
 DJ1675'GROUND, 1.8 MILES WSW OF STARKVILLE CBD, 0.35 MILE SOUTH OF US HWY 82,
 DJ1675'4.4 M E OF C/L OF STARK RD, 720 FT N OF DOUGLAS MCARTHUR DR, 74.8 M
 DJ1675'SSE OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1676 ***********************************************************************
 DJ1676  DESIGNATION -  8610
 DJ1676  PID         -  DJ1676
 DJ1676  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1676  USGS QUAD   -  STARKVILLE (1982)
 DJ1676
 DJ1676                         *CURRENT SURVEY CONTROL
 DJ1676  ___________________________________________________________________
 DJ1676* NAD 83(1993)-  33 27 09.90939(N)    088 50 44.08784(W)     ADJUSTED  
 DJ1676* NAVD 88     -        96.1    (meters)     315.     (feet)  VERTCON   
 DJ1676  ___________________________________________________________________
 DJ1676  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DJ1676  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1676  HORZ ORDER  -  SECOND
 DJ1676
 DJ1676.The horizontal coordinates were established by classical geodetic methods
 DJ1676.and adjusted by the National Geodetic Survey in May 1994.
 DJ1676
 DJ1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1676
 DJ1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1676
 DJ1676.The geoid height was determined by GEOID03.
 DJ1676
 DJ1676;                    North         East     Units Scale Factor Converg.
 DJ1676;SPC MS E     -   438,251.031   298,861.452   MT  0.99995002   -0 00 24.3
 DJ1676;SPC MS E     - 1,437,828.59    980,514.61   sFT  0.99995002   -0 00 24.3
 DJ1676;UTM  16      - 3,703,004.195   328,467.814   MT  0.99996276   -1 01 03.4
 DJ1676
 DJ1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1676!SPC MS E     -   0.99998933  x   0.99995002  =   0.99993935
 DJ1676!UTM  16      -   0.99998933  x   0.99996276  =   0.99995209
 DJ1676
 DJ1676:                Primary Azimuth Mark                     Grid Az
 DJ1676:SPC MS E     -  8609                                     002 36 33.5
 DJ1676:UTM  16      -  8609                                     003 37 12.6
 DJ1676
 DJ1676|---------------------------------------------------------------------|
 DJ1676| PID    Reference Object                     Distance      Geod. Az  |
 DJ1676|                                                           dddmmss.s |
 DJ1676| DJ1675 8609                                APPROX. 0.5 KM 0023609.2 |
 DJ1676| DJ1677 8611                                312.579 METERS 17629     |
 DJ1676|---------------------------------------------------------------------|
 DJ1676
 DJ1676                          SUPERSEDED SURVEY CONTROL
 DJ1676
 DJ1676  NAD 83(1993)-  33 27 09.91979(N)    088 50 44.08678(W) AD(       ) 2
 DJ1676  NAD 83(1986)-  33 27 09.92001(N)    088 50 44.08474(W) AD(       ) 2
 DJ1676  NGVD 29 (01/23/89)   96.1    (m)          315.     (f) VERT ANG    3  
 DJ1676
 DJ1676.Superseded values are not recommended for survey control.
 DJ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1676.See file dsdata.txt to determine how the superseded data were derived.
 DJ1676
 DJ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2846803004(NAD 83)
 DJ1676_MARKER: DD = SURVEY DISK
 DJ1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1676+STABILITY: SURFACE MOTION
 DJ1676
 DJ1676  HISTORY     - Date     Condition        Report By
 DJ1676  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1676
 DJ1676                          STATION DESCRIPTION
 DJ1676
 DJ1676'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1676'A STD AL DISK STAMPED---8610---SET IN 0.8X2.5 FT CONC CYL 20 CM BELOW
 DJ1676'GROUND, 1.9 MILES WSW OF STARKVILLE CBD, 0.65 MILE SOUTH OF US HWY 82,
 DJ1676'5.2 M W OF C/L STARK RD, 27.7 M NE OF NE COR OF STATE FARM BLDG.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1677 ***********************************************************************
 DJ1677  DESIGNATION -  8611
 DJ1677  PID         -  DJ1677
 DJ1677  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1677  USGS QUAD   -  STARKVILLE (1982)
 DJ1677
 DJ1677                         *CURRENT SURVEY CONTROL
 DJ1677  ___________________________________________________________________
 DJ1677* NAD 83(1993)-  33 26 59.78276(N)    088 50 43.34641(W)     ADJUSTED  
 DJ1677* NAVD 88     -        98.3    (meters)     323.     (feet)  VERTCON   
 DJ1677  ___________________________________________________________________
 DJ1677  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DJ1677  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1677  HORZ ORDER  -  SECOND
 DJ1677
 DJ1677.The horizontal coordinates were established by classical geodetic methods
 DJ1677.and adjusted by the National Geodetic Survey in May 1994.
 DJ1677
 DJ1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1677
 DJ1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1677
 DJ1677.The geoid height was determined by GEOID03.
 DJ1677
 DJ1677;                    North         East     Units Scale Factor Converg.
 DJ1677;SPC MS E     -   437,939.052   298,880.563   MT  0.99995002   -0 00 23.9
 DJ1677;SPC MS E     - 1,436,805.04    980,577.31   sFT  0.99995002   -0 00 23.9
 DJ1677;UTM  16      - 3,702,691.924   328,481.418   MT  0.99996270   -1 01 02.8
 DJ1677
 DJ1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1677!SPC MS E     -   0.99998899  x   0.99995002  =   0.99993901
 DJ1677!UTM  16      -   0.99998899  x   0.99996270  =   0.99995169
 DJ1677
 DJ1677:                Primary Azimuth Mark                     Grid Az
 DJ1677:SPC MS E     -  8612                                     177 00 35.0
 DJ1677:UTM  16      -  8612                                     178 01 13.9
 DJ1677
 DJ1677|---------------------------------------------------------------------|
 DJ1677| PID    Reference Object                     Distance      Geod. Az  |
 DJ1677|                                                           dddmmss.s |
 DJ1677| DJ1678 8612                                468.320 METERS 1770011.1 |
 DJ1677| DJ1676 8610                                312.579 METERS 35629     |
 DJ1677|---------------------------------------------------------------------|
 DJ1677
 DJ1677                          SUPERSEDED SURVEY CONTROL
 DJ1677
 DJ1677  NAD 83(1993)-  33 26 59.79315(N)    088 50 43.34536(W) AD(       ) 2
 DJ1677  NAD 83(1986)-  33 26 59.79333(N)    088 50 43.34293(W) AD(       ) 2
 DJ1677  NGVD 29 (01/23/89)   98.3    (m)          323.     (f) VERT ANG    3  
 DJ1677
 DJ1677.Superseded values are not recommended for survey control.
 DJ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1677.See file dsdata.txt to determine how the superseded data were derived.
 DJ1677
 DJ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2848102692(NAD 83)
 DJ1677_MARKER: DD = SURVEY DISK
 DJ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1677+STABILITY: SURFACE MOTION
 DJ1677
 DJ1677  HISTORY     - Date     Condition        Report By
 DJ1677  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1677
 DJ1677                          STATION DESCRIPTION
 DJ1677
 DJ1677'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1677'A STD AL DISK STAMPED---8611---SET IN 0.8X2.8 FT CONC CYL 20 CM BELOW
 DJ1677'GROUND, 2.0 MILES SW OF STARKVILLE CBD, 0.3 MILE NORTH OF MS HWY 12,
 DJ1677'4.9 M E OF C/L STARK RD, 6.9 M W OF R/W MON, 16.9 M E OF PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1678 ***********************************************************************
 DJ1678  DESIGNATION -  8612
 DJ1678  PID         -  DJ1678
 DJ1678  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1678  USGS QUAD   -  STARKVILLE (1982)
 DJ1678
 DJ1678                         *CURRENT SURVEY CONTROL
 DJ1678  ___________________________________________________________________
 DJ1678* NAD 83(1993)-  33 26 44.60280(N)    088 50 42.39841(W)     ADJUSTED  
 DJ1678* NAVD 88     -       100.73   (+/-2cm)     330.5    (feet)  VERTCON   
 DJ1678  ___________________________________________________________________
 DJ1678  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DJ1678  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1678  HORZ ORDER  -  SECOND
 DJ1678  VERT ORDER  -  THIRD ? (See Below)
 DJ1678
 DJ1678.The horizontal coordinates were established by classical geodetic methods
 DJ1678.and adjusted by the National Geodetic Survey in May 1994.
 DJ1678
 DJ1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1678.The vertical order pertains to the NGVD 29 superseded value.
 DJ1678
 DJ1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1678
 DJ1678.The geoid height was determined by GEOID03.
 DJ1678
 DJ1678;                    North         East     Units Scale Factor Converg.
 DJ1678;SPC MS E     -   437,471.393   298,904.992   MT  0.99995001   -0 00 23.4
 DJ1678;SPC MS E     - 1,435,270.73    980,657.46   sFT  0.99995001   -0 00 23.4
 DJ1678;UTM  16      - 3,702,223.901   328,497.595   MT  0.99996264   -1 01 01.8
 DJ1678
 DJ1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1678!SPC MS E     -   0.99998861  x   0.99995001  =   0.99993862
 DJ1678!UTM  16      -   0.99998861  x   0.99996264  =   0.99995125
 DJ1678
 DJ1678:                Primary Azimuth Mark                     Grid Az
 DJ1678:SPC MS E     -  8613                                     180 27 44.4
 DJ1678:UTM  16      -  8613                                     181 28 22.8
 DJ1678
 DJ1678|---------------------------------------------------------------------|
 DJ1678| PID    Reference Object                     Distance      Geod. Az  |
 DJ1678|                                                           dddmmss.s |
 DJ1678| DJ1679 8613                                430.703 METERS 1802721.0 |
 DJ1678| DJ1690 8624                                341.291 METERS 23329     |
 DJ1678| DJ1677 8611                                468.320 METERS 3570011.6 |
 DJ1678|---------------------------------------------------------------------|
 DJ1678
 DJ1678                          SUPERSEDED SURVEY CONTROL
 DJ1678
 DJ1678  NAD 83(1993)-  33 26 44.61319(N)    088 50 42.39737(W) AD(       ) 2
 DJ1678  NAD 83(1986)-  33 26 44.61329(N)    088 50 42.39449(W) AD(       ) 2
 DJ1678  NGVD 29 (01/23/89)  100.69   (m)          330.3    (f) LEVELING    3  
 DJ1678
 DJ1678.Superseded values are not recommended for survey control.
 DJ1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1678.See file dsdata.txt to determine how the superseded data were derived.
 DJ1678
 DJ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2849802224(NAD 83)
 DJ1678_MARKER: DD = SURVEY DISK
 DJ1678_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ1678+WITH SETTING: PAVEMENT
 DJ1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1678+STABILITY: SURFACE MOTION
 DJ1678
 DJ1678  HISTORY     - Date     Condition        Report By
 DJ1678  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1678
 DJ1678                          STATION DESCRIPTION
 DJ1678
 DJ1678'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1678'A STD AL DISK STAMPED---8612---SET IN NE TRAFFIC ISLAND CONCRETE SLAB
 DJ1678'2.15 MILES SW OF STARKVILLE CBD, 14.5 M N OF C/L OF MS HWY 12, 9.5 M E
 DJ1678'OF C/L OF STARK RD, PROBABLY UNSTABLE VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1679 ***********************************************************************
 DJ1679  DESIGNATION -  8613
 DJ1679  PID         -  DJ1679
 DJ1679  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1679  USGS QUAD   -  STARKVILLE (1982)
 DJ1679
 DJ1679                         *CURRENT SURVEY CONTROL
 DJ1679  ___________________________________________________________________
 DJ1679* NAD 83(1993)-  33 26 30.62345(N)    088 50 42.53107(W)     ADJUSTED  
 DJ1679* NAVD 88     -       100.79   (+/-2cm)     330.7    (feet)  VERTCON   
 DJ1679  ___________________________________________________________________
 DJ1679  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DJ1679  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1679  HORZ ORDER  -  SECOND
 DJ1679  VERT ORDER  -  THIRD ? (See Below)
 DJ1679
 DJ1679.The horizontal coordinates were established by classical geodetic methods
 DJ1679.and adjusted by the National Geodetic Survey in May 1994.
 DJ1679
 DJ1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1679.The vertical order pertains to the NGVD 29 superseded value.
 DJ1679
 DJ1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1679
 DJ1679.The geoid height was determined by GEOID03.
 DJ1679
 DJ1679;                    North         East     Units Scale Factor Converg.
 DJ1679;SPC MS E     -   437,040.725   298,901.517   MT  0.99995001   -0 00 23.4
 DJ1679;SPC MS E     - 1,433,857.78    980,646.06   sFT  0.99995001   -0 00 23.4
 DJ1679;UTM  16      - 3,701,793.356   328,486.524   MT  0.99996268   -1 01 01.5
 DJ1679
 DJ1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1679!SPC MS E     -   0.99998860  x   0.99995001  =   0.99993861
 DJ1679!UTM  16      -   0.99998860  x   0.99996268  =   0.99995128
 DJ1679
 DJ1679:                Primary Azimuth Mark                     Grid Az
 DJ1679:SPC MS E     -  8612                                     000 27 44.3
 DJ1679:UTM  16      -  8612                                     001 28 22.4
 DJ1679
 DJ1679|---------------------------------------------------------------------|
 DJ1679| PID    Reference Object                     Distance      Geod. Az  |
 DJ1679|                                                           dddmmss.s |
 DJ1679| DJ1678 8612                                430.703 METERS 0002720.9 |
 DJ1679| DJ1680 8614                                APPROX. 0.6 KM 1774801.9 |
 DJ1679| DJ1744 STARKVILLE AIRPORT BEACON            52.461 METERS 24909     |
 DJ1679|---------------------------------------------------------------------|
 DJ1679
 DJ1679                          SUPERSEDED SURVEY CONTROL
 DJ1679
 DJ1679  NAD 83(1993)-  33 26 30.63384(N)    088 50 42.53001(W) AD(       ) 2
 DJ1679  NAD 83(1986)-  33 26 30.63387(N)    088 50 42.52690(W) AD(       ) 2
 DJ1679  NGVD 29 (01/23/89)  100.75   (m)          330.5    (f) LEVELING    3  
 DJ1679
 DJ1679.Superseded values are not recommended for survey control.
 DJ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1679.See file dsdata.txt to determine how the superseded data were derived.
 DJ1679
 DJ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2848701793(NAD 83)
 DJ1679_MARKER: DD = SURVEY DISK
 DJ1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1679+STABILITY: SURFACE MOTION
 DJ1679
 DJ1679  HISTORY     - Date     Condition        Report By
 DJ1679  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1679
 DJ1679                          STATION DESCRIPTION
 DJ1679
 DJ1679'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1679'A STD AL DISK STAMPED---8613---SET IN 0.8X3.2 FT CONC CYL 10 CM BELOW
 DJ1679'GROUND, 2.3 MILES SW OF STARKVILLE CBD, 0.2 MILE SE OF MS HWY 12, 12.7
 DJ1679'AND 1.6 M WEST OF E-W EDGE OF AIRPORT RD PVT, 18.8 M NNE OF FIRE HYD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1680 ***********************************************************************
 DJ1680  DESIGNATION -  8614
 DJ1680  PID         -  DJ1680
 DJ1680  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1680  USGS QUAD   -  STARKVILLE (1982)
 DJ1680
 DJ1680                         *CURRENT SURVEY CONTROL
 DJ1680  ___________________________________________________________________
 DJ1680* NAD 83(1993)-  33 26 11.35064(N)    088 50 41.64820(W)     ADJUSTED  
 DJ1680* NAVD 88     -        99.4    (meters)     326.     (feet)  VERTCON   
 DJ1680  ___________________________________________________________________
 DJ1680  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DJ1680  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1680  HORZ ORDER  -  SECOND
 DJ1680
 DJ1680.The horizontal coordinates were established by classical geodetic methods
 DJ1680.and adjusted by the National Geodetic Survey in May 1994.
 DJ1680
 DJ1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1680
 DJ1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1680
 DJ1680.The geoid height was determined by GEOID03.
 DJ1680
 DJ1680;                    North         East     Units Scale Factor Converg.
 DJ1680;SPC MS E     -   436,446.977   298,924.254   MT  0.99995001   -0 00 22.9
 DJ1680;SPC MS E     - 1,431,909.79    980,720.66   sFT  0.99995001   -0 00 22.9
 DJ1680;UTM  16      - 3,701,199.291   328,498.786   MT  0.99996263   -1 01 00.5
 DJ1680
 DJ1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1680!SPC MS E     -   0.99998882  x   0.99995001  =   0.99993883
 DJ1680!UTM  16      -   0.99998882  x   0.99996263  =   0.99995145
 DJ1680
 DJ1680:                Primary Azimuth Mark                     Grid Az
 DJ1680:SPC MS E     -  STARKVILLE CBL 430                       288 41 25.6
 DJ1680:UTM  16      -  STARKVILLE CBL 430                       289 42 03.2
 DJ1680
 DJ1680|---------------------------------------------------------------------|
 DJ1680| PID    Reference Object                     Distance      Geod. Az  |
 DJ1680|                                                           dddmmss.s |
 DJ1680| DJ1747 STARKVILLE CBL 430                  473.801 METERS 2884102.7 |
 DJ1680| DJ1744 STARKVILLE AIRPORT BEACON           APPROX. 0.6 KM 3525251.0 |
 DJ1680| DJ1679 8613                                APPROX. 0.6 KM 3574802.4 |
 DJ1680|---------------------------------------------------------------------|
 DJ1680
 DJ1680                          SUPERSEDED SURVEY CONTROL
 DJ1680
 DJ1680  NAD 83(1993)-  33 26 11.36103(N)    088 50 41.64706(W) AD(       ) 2
 DJ1680  NAD 83(1986)-  33 26 11.36098(N)    088 50 41.64398(W) AD(       ) 2
 DJ1680  NGVD 29 (01/23/89)   99.3    (m)          326.     (f) VERT ANG    3  
 DJ1680
 DJ1680.Superseded values are not recommended for survey control.
 DJ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1680.See file dsdata.txt to determine how the superseded data were derived.
 DJ1680
 DJ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2849901199(NAD 83)
 DJ1680_MARKER: DD = SURVEY DISK
 DJ1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1680+STABILITY: SURFACE MOTION
 DJ1680
 DJ1680  HISTORY     - Date     Condition        Report By
 DJ1680  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1680
 DJ1680                          STATION DESCRIPTION
 DJ1680
 DJ1680'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1680'A STD AL DISK STAMPED---8614---SET IN 0.8X3.0 FT CONC CYL 20 CM BELOW
 DJ1680'GROUND, 2.5 MILES SW OF STARKVILLE CBD, 0.35 MILE S OF RASPET FLIGHT
 DJ1680'LAB, 39.2 M N OF T-RD-N, 5.67 M E OF C/L AIRPORT RD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1681 ***********************************************************************
 DJ1681  DESIGNATION -  8615
 DJ1681  PID         -  DJ1681
 DJ1681  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1681  USGS QUAD   -  STARKVILLE (1982)
 DJ1681
 DJ1681                         *CURRENT SURVEY CONTROL
 DJ1681  ___________________________________________________________________
 DJ1681* NAD 83(1993)-  33 26 09.56174(N)    088 50 11.93478(W)     ADJUSTED  
 DJ1681* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 DJ1681  ___________________________________________________________________
 DJ1681  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DJ1681  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1681  HORZ ORDER  -  SECOND
 DJ1681
 DJ1681.The horizontal coordinates were established by classical geodetic methods
 DJ1681.and adjusted by the National Geodetic Survey in May 1994.
 DJ1681
 DJ1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1681
 DJ1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1681
 DJ1681.The geoid height was determined by GEOID03.
 DJ1681
 DJ1681;                    North         East     Units Scale Factor Converg.
 DJ1681;SPC MS E     -   436,391.811   299,691.731   MT  0.99995000   -0 00 06.6
 DJ1681;SPC MS E     - 1,431,728.80    983,238.62   sFT  0.99995000   -0 00 06.6
 DJ1681;UTM  16      - 3,701,130.599   329,265.179   MT  0.99995940   -1 00 44.1
 DJ1681
 DJ1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1681!SPC MS E     -   0.99998931  x   0.99995000  =   0.99993932
 DJ1681!UTM  16      -   0.99998931  x   0.99995940  =   0.99994872
 DJ1681
 DJ1681|---------------------------------------------------------------------|
 DJ1681| PID    Reference Object                     Distance      Geod. Az  |
 DJ1681|                                                           dddmmss.s |
 DJ1681| DJ1692 8626                                212.661 METERS 00928     |
 DJ1681| DJ1693 8627                                484.709 METERS 1800213.8 |
 DJ1681| DJ1680 8614                                APPROX. 0.8 KM 2740634.3 |
 DJ1681|---------------------------------------------------------------------|
 DJ1681
 DJ1681                          SUPERSEDED SURVEY CONTROL
 DJ1681
 DJ1681  NAD 83(1993)-  33 26 09.57216(N)    088 50 11.93364(W) AD(       ) 2
 DJ1681  NAD 83(1986)-  33 26 09.57219(N)    088 50 11.93105(W) AD(       ) 2
 DJ1681  NGVD 29 (01/23/89)   96.2    (m)          316.     (f) VERT ANG    3  
 DJ1681
 DJ1681.Superseded values are not recommended for survey control.
 DJ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1681.See file dsdata.txt to determine how the superseded data were derived.
 DJ1681
 DJ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2926501131(NAD 83)
 DJ1681_MARKER: DD = SURVEY DISK
 DJ1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1681+STABILITY: SURFACE MOTION
 DJ1681
 DJ1681  HISTORY     - Date     Condition        Report By
 DJ1681  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1681
 DJ1681                          STATION DESCRIPTION
 DJ1681
 DJ1681'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1681'A STD AL DISK STAMPED---8615---SET IN 0.8X2.5 FT CONC CYL 20 CM BELOW
 DJ1681'GROUND, 2.3 MILES SW OF STARKVILLE CBD, 48.7 M S C/L AIRPORT RD, 8.6
 DJ1681'AND 1.6 M WEST OF PVT EDGES OF INDUSTRIAL PARK RD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1682 ***********************************************************************
 DJ1682  DESIGNATION -  8616
 DJ1682  PID         -  DJ1682
 DJ1682  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1682  USGS QUAD   -  STARKVILLE (1982)
 DJ1682
 DJ1682                         *CURRENT SURVEY CONTROL
 DJ1682  ___________________________________________________________________
 DJ1682* NAD 83(1993)-  33 26 09.81209(N)    088 49 40.57447(W)     ADJUSTED  
 DJ1682* NAVD 88     -       103.2    (meters)     339.     (feet)  VERTCON   
 DJ1682  ___________________________________________________________________
 DJ1682  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DJ1682  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1682  HORZ ORDER  -  SECOND
 DJ1682
 DJ1682.The horizontal coordinates were established by classical geodetic methods
 DJ1682.and adjusted by the National Geodetic Survey in May 1994.
 DJ1682
 DJ1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1682
 DJ1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1682
 DJ1682.The geoid height was determined by GEOID03.
 DJ1682
 DJ1682;                    North         East     Units Scale Factor Converg.
 DJ1682;SPC MS E     -   436,399.531   300,501.751   MT  0.99995000   +0 00 10.7
 DJ1682;SPC MS E     - 1,431,754.13    985,896.16   sFT  0.99995000   +0 00 10.7
 DJ1682;UTM  16      - 3,701,124.034   330,075.216   MT  0.99995600   -1 00 26.8
 DJ1682
 DJ1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1682!SPC MS E     -   0.99998823  x   0.99995000  =   0.99993823
 DJ1682!UTM  16      -   0.99998823  x   0.99995600  =   0.99994423
 DJ1682
 DJ1682:                Primary Azimuth Mark                     Grid Az
 DJ1682:SPC MS E     -  8628                                     000 29 21.6
 DJ1682:UTM  16      -  8628                                     001 29 59.1
 DJ1682
 DJ1682|---------------------------------------------------------------------|
 DJ1682| PID    Reference Object                     Distance      Geod. Az  |
 DJ1682|                                                           dddmmss.s |
 DJ1682| DJ1694 8628                                APPROX. 0.5 KM 0002932.3 |
 DJ1682| DJ1683 8617                                438.835 METERS 1792530.4 |
 DJ1682| DJ1681 8615                                APPROX. 0.8 KM 2692724.7 |
 DJ1682|---------------------------------------------------------------------|
 DJ1682
 DJ1682                          SUPERSEDED SURVEY CONTROL
 DJ1682
 DJ1682  NAD 83(1993)-  33 26 09.82250(N)    088 49 40.57333(W) AD(       ) 2
 DJ1682  NAD 83(1986)-  33 26 09.82259(N)    088 49 40.57109(W) AD(       ) 2
 DJ1682  NGVD 29 (01/23/89)  103.1    (m)          338.     (f) VERT ANG    3  
 DJ1682
 DJ1682.Superseded values are not recommended for survey control.
 DJ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1682.See file dsdata.txt to determine how the superseded data were derived.
 DJ1682
 DJ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3007501124(NAD 83)
 DJ1682_MARKER: DD = SURVEY DISK
 DJ1682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1682+WITH SETTING: INFORMATION.
 DJ1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1682
 DJ1682  HISTORY     - Date     Condition        Report By
 DJ1682  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1682
 DJ1682                          STATION DESCRIPTION
 DJ1682
 DJ1682'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1682'A STD AL CAP ON 5/8X36-INCH REBAR SET 20 CM BELOW GROUND, 2.0 MILES
 DJ1682'SSW OF STARKVILLE CBD, 0.2 MILE NW OF MS HWY 25, 9.85 M SE OF SE RIM
 DJ1682'OF MH NORTH OF AZALEA LANE CUL-DE-SAC, 17.4 M N OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1683 ***********************************************************************
 DJ1683  DESIGNATION -  8617
 DJ1683  PID         -  DJ1683
 DJ1683  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1683  USGS QUAD   -  STARKVILLE (1982)
 DJ1683
 DJ1683                         *CURRENT SURVEY CONTROL
 DJ1683  ___________________________________________________________________
 DJ1683* NAD 83(1993)-  33 25 55.56907(N)    088 49 40.40402(W)     ADJUSTED  
 DJ1683* NAVD 88     -       101.88   (+/-2cm)     334.3    (feet)  VERTCON   
 DJ1683  ___________________________________________________________________
 DJ1683  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DJ1683  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1683  HORZ ORDER  -  SECOND
 DJ1683  VERT ORDER  -  THIRD ? (See Below)
 DJ1683
 DJ1683.The horizontal coordinates were established by classical geodetic methods
 DJ1683.and adjusted by the National Geodetic Survey in May 1994.
 DJ1683
 DJ1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1683.The vertical order pertains to the NGVD 29 superseded value.
 DJ1683
 DJ1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1683
 DJ1683.The geoid height was determined by GEOID03.
 DJ1683
 DJ1683;                    North         East     Units Scale Factor Converg.
 DJ1683;SPC MS E     -   435,960.741   300,506.177   MT  0.99995000   +0 00 10.8
 DJ1683;SPC MS E     - 1,430,314.53    985,910.68   sFT  0.99995000   +0 00 10.8
 DJ1683;UTM  16      - 3,700,685.232   330,071.904   MT  0.99995601   -1 00 26.3
 DJ1683
 DJ1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1683!SPC MS E     -   0.99998843  x   0.99995000  =   0.99993843
 DJ1683!UTM  16      -   0.99998843  x   0.99995601  =   0.99994444
 DJ1683
 DJ1683|---------------------------------------------------------------------|
 DJ1683| PID    Reference Object                     Distance      Geod. Az  |
 DJ1683|                                                           dddmmss.s |
 DJ1683| DJ1695 8629                                235.017 METERS 24627     |
 DJ1683| DJ1682 8616                                438.835 METERS 3592530.5 |
 DJ1683|---------------------------------------------------------------------|
 DJ1683
 DJ1683                          SUPERSEDED SURVEY CONTROL
 DJ1683
 DJ1683  NAD 83(1993)-  33 25 55.57947(N)    088 49 40.40290(W) AD(       ) 2
 DJ1683  NAD 83(1986)-  33 25 55.57961(N)    088 49 40.40070(W) AD(       ) 2
 DJ1683  NGVD 29 (01/23/89)  101.84   (m)          334.1    (f) LEVELING    3  
 DJ1683
 DJ1683.Superseded values are not recommended for survey control.
 DJ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1683.See file dsdata.txt to determine how the superseded data were derived.
 DJ1683
 DJ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3007200685(NAD 83)
 DJ1683_MARKER: DD = SURVEY DISK
 DJ1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1683+STABILITY: SURFACE MOTION
 DJ1683
 DJ1683  HISTORY     - Date     Condition        Report By
 DJ1683  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1683
 DJ1683                          STATION DESCRIPTION
 DJ1683
 DJ1683'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1683'A STD AL DISK STAMPED---8617---SET IN 0.8X3.0 FT CONC CYL 20 CM BELOW
 DJ1683'GROUND, 2.3 MILES SSW OF STARKVILLE CBD, 0.15 MILE NE OF EMERSON
 DJ1683'SCHOOL, 17.9 M SE OF C/L MS HWY 25, 15.4 M S OF PP P-41.5.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1685 ***********************************************************************
 DJ1685  DESIGNATION -  8619
 DJ1685  PID         -  DJ1685
 DJ1685  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1685  USGS QUAD   -  STARKVILLE (1982)
 DJ1685
 DJ1685                         *CURRENT SURVEY CONTROL
 DJ1685  ___________________________________________________________________
 DJ1685* NAD 83(1993)-  33 25 57.67301(N)    088 48 44.77252(W)     ADJUSTED  
 DJ1685* NAVD 88     -       104.8    (meters)     344.     (feet)  VERTCON   
 DJ1685  ___________________________________________________________________
 DJ1685  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DJ1685  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ1685  HORZ ORDER  -  SECOND
 DJ1685
 DJ1685.The horizontal coordinates were established by classical geodetic methods
 DJ1685.and adjusted by the National Geodetic Survey in May 1994.
 DJ1685
 DJ1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1685
 DJ1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1685
 DJ1685.The geoid height was determined by GEOID03.
 DJ1685
 DJ1685;                    North         East     Units Scale Factor Converg.
 DJ1685;SPC MS E     -   436,025.740   301,943.162   MT  0.99995005   +0 00 41.4
 DJ1685;SPC MS E     - 1,430,527.78    990,625.19   sFT  0.99995005   +0 00 41.4
 DJ1685;UTM  16      - 3,700,724.883   331,509.816   MT  0.99995001   -0 59 55.7
 DJ1685
 DJ1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1685!SPC MS E     -   0.99998798  x   0.99995005  =   0.99993803
 DJ1685!UTM  16      -   0.99998798  x   0.99995001  =   0.99993799
 DJ1685
 DJ1685|---------------------------------------------------------------------|
 DJ1685| PID    Reference Object                     Distance      Geod. Az  |
 DJ1685|                                                           dddmmss.s |
 DJ1685| DJ1686 8620                                194.573 METERS 08540     |
 DJ1685| DJ1684 8618                                APPROX. 0.7 KM 2710641.1 |
 DJ1685|---------------------------------------------------------------------|
 DJ1685
 DJ1685                          SUPERSEDED SURVEY CONTROL
 DJ1685
 DJ1685  NAD 83(1993)-  33 25 57.68336(N)    088 48 44.77140(W) AD(       ) 2
 DJ1685  NAD 83(1986)-  33 25 57.68345(N)    088 48 44.77010(W) AD(       ) 2
 DJ1685  NGVD 29 (01/23/89)  104.7    (m)          344.     (f) VERT ANG    3  
 DJ1685
 DJ1685.Superseded values are not recommended for survey control.
 DJ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1685.See file dsdata.txt to determine how the superseded data were derived.
 DJ1685
 DJ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3151000725(NAD 83)
 DJ1685_MARKER: DD = SURVEY DISK
 DJ1685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1685+WITH SETTING: INFORMATION.
 DJ1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1685
 DJ1685  HISTORY     - Date     Condition        Report By
 DJ1685  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1685
 DJ1685                          STATION DESCRIPTION
 DJ1685
 DJ1685'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1685'A STD AL CAP ON 5/8X36-INCH REBAR SET 10 CM BELOW GROUND, 2.15 MILES
 DJ1685'SOUTH OF STARKVILLE CBD, 1.5 MILES SOUTH OF MS HWY 12, 650 FT WEST OF
 DJ1685'S MONTGOMERY ST, 5.2 M S C/L SHADOWWOOD LANE, ON C/L PINE RIDGE CIRCLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1686 ***********************************************************************
 DJ1686  DESIGNATION -  8620
 DJ1686  PID         -  DJ1686
 DJ1686  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1686  USGS QUAD   -  STARKVILLE (1982)
 DJ1686
 DJ1686                         *CURRENT SURVEY CONTROL
 DJ1686  ___________________________________________________________________
 DJ1686* NAD 83(1993)-  33 25 58.14945(N)    088 48 37.26168(W)     ADJUSTED  
 DJ1686* NAVD 88     -       102.8    (meters)     337.     (feet)  VERTCON   
 DJ1686  ___________________________________________________________________
 DJ1686  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DJ1686  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ1686  HORZ ORDER  -  SECOND
 DJ1686
 DJ1686.The horizontal coordinates were established by classical geodetic methods
 DJ1686.and adjusted by the National Geodetic Survey in May 1994.
 DJ1686
 DJ1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1686
 DJ1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1686
 DJ1686.The geoid height was determined by GEOID03.
 DJ1686
 DJ1686;                    North         East     Units Scale Factor Converg.
 DJ1686;SPC MS E     -   436,040.459   302,137.168   MT  0.99995006   +0 00 45.6
 DJ1686;SPC MS E     - 1,430,576.07    991,261.69   sFT  0.99995006   +0 00 45.6
 DJ1686;UTM  16      - 3,700,736.179   331,704.051   MT  0.99994920   -0 59 51.6
 DJ1686
 DJ1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1686!SPC MS E     -   0.99998828  x   0.99995006  =   0.99993834
 DJ1686!UTM  16      -   0.99998828  x   0.99994920  =   0.99993748
 DJ1686
 DJ1686|---------------------------------------------------------------------|
 DJ1686| PID    Reference Object                     Distance      Geod. Az  |
 DJ1686|                                                           dddmmss.s |
 DJ1686| DJ1600 7803                                366.065 METERS 00139     |
 DJ1686| DJ1685 8619                                194.573 METERS 26540     |
 DJ1686|---------------------------------------------------------------------|
 DJ1686
 DJ1686                          SUPERSEDED SURVEY CONTROL
 DJ1686
 DJ1686  NAD 83(1993)-  33 25 58.15979(N)    088 48 37.26056(W) AD(       ) 2
 DJ1686  NAD 83(1986)-  33 25 58.15992(N)    088 48 37.25950(W) AD(       ) 2
 DJ1686  NGVD 29 (01/23/89)  102.8    (m)          337.     (f) VERT ANG    3  
 DJ1686
 DJ1686.Superseded values are not recommended for survey control.
 DJ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1686.See file dsdata.txt to determine how the superseded data were derived.
 DJ1686
 DJ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3170400736(NAD 83)
 DJ1686_MARKER: DD = SURVEY DISK
 DJ1686_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1686+WITH SETTING: INFORMATION.
 DJ1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1686
 DJ1686  HISTORY     - Date     Condition        Report By
 DJ1686  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1686
 DJ1686                          STATION DESCRIPTION
 DJ1686
 DJ1686'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1686'A STD AL CAP ON 5/8X36-INCH REBAR SET FLUSH 2.15 MILES SOUTH OF
 DJ1686'STARKVILLE CBD, 1.5 MILES SOUTH OF MS HWY 12, 5.2 M W C/L S MONTGOMERY
 DJ1686'ST, 6.3 M N C/L SHADOWWOOD LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1687 ***********************************************************************
 DJ1687  DESIGNATION -  8621
 DJ1687  PID         -  DJ1687
 DJ1687  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1687  USGS QUAD   -  STARKVILLE (1982)
 DJ1687
 DJ1687                         *CURRENT SURVEY CONTROL
 DJ1687  ___________________________________________________________________
 DJ1687* NAD 83(1993)-  33 27 57.56944(N)    088 48 37.11265(W)     ADJUSTED  
 DJ1687* NAVD 88     -       112.45   (+/-2cm)     368.9    (feet)  VERTCON   
 DJ1687  ___________________________________________________________________
 DJ1687  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DJ1687  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1687  HORZ ORDER  -  SECOND
 DJ1687  VERT ORDER  -  THIRD ? (See Below)
 DJ1687
 DJ1687.The horizontal coordinates were established by classical geodetic methods
 DJ1687.and adjusted by the National Geodetic Survey in May 1994.
 DJ1687
 DJ1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1687.The vertical order pertains to the NGVD 29 superseded value.
 DJ1687
 DJ1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1687
 DJ1687.The geoid height was determined by GEOID03.
 DJ1687
 DJ1687;                    North         East     Units Scale Factor Converg.
 DJ1687;SPC MS E     -   439,719.489   302,140.202   MT  0.99995006   +0 00 45.7
 DJ1687;SPC MS E     - 1,442,646.36    991,271.65   sFT  0.99995006   +0 00 45.7
 DJ1687;UTM  16      - 3,704,414.579   331,771.984   MT  0.99994892   -0 59 54.7
 DJ1687
 DJ1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1687!SPC MS E     -   0.99998677  x   0.99995006  =   0.99993683
 DJ1687!UTM  16      -   0.99998677  x   0.99994892  =   0.99993569
 DJ1687
 DJ1687                          SUPERSEDED SURVEY CONTROL
 DJ1687
 DJ1687  NAD 83(1993)-  33 27 57.57975(N)    088 48 37.11143(W) AD(       ) 2
 DJ1687  NAD 83(1986)-  33 27 57.58036(N)    088 48 37.11130(W) AD(       ) 2
 DJ1687  NGVD 29 (01/23/89)  112.41   (m)          368.8    (f) LEVELING    3  
 DJ1687
 DJ1687.Superseded values are not recommended for survey control.
 DJ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1687.See file dsdata.txt to determine how the superseded data were derived.
 DJ1687
 DJ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3177204415(NAD 83)
 DJ1687_MARKER: DD = SURVEY DISK
 DJ1687_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1687+WITH SETTING: INFORMATION.
 DJ1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1687
 DJ1687  HISTORY     - Date     Condition        Report By
 DJ1687  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1687
 DJ1687                          STATION DESCRIPTION
 DJ1687
 DJ1687'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1687'A STD AL CAP ON 5/8X36-INCH REBAR SET FLUSH 0.3 MILE ENE OF STARKVILLE
 DJ1687'CBD, 10.9 M NORTH OF C/L OF US HWY 82, 5.1 M WEST OF C/L OF MONTGOMERY
 DJ1687'ST, 1.65 M NE OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1688 ***********************************************************************
 DJ1688  DESIGNATION -  8622
 DJ1688  PID         -  DJ1688
 DJ1688  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1688  USGS QUAD   -  STARKVILLE (1982)
 DJ1688
 DJ1688                         *CURRENT SURVEY CONTROL
 DJ1688  ___________________________________________________________________
 DJ1688* NAD 83(1993)-  33 27 57.02815(N)    088 48 49.65990(W)     ADJUSTED  
 DJ1688* NAVD 88     -       106.48   (+/-2cm)     349.3    (feet)  VERTCON   
 DJ1688  ___________________________________________________________________
 DJ1688  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DJ1688  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1688  HORZ ORDER  -  SECOND
 DJ1688  VERT ORDER  -  THIRD ? (See Below)
 DJ1688
 DJ1688.The horizontal coordinates were established by classical geodetic methods
 DJ1688.and adjusted by the National Geodetic Survey in May 1994.
 DJ1688
 DJ1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1688.The vertical order pertains to the NGVD 29 superseded value.
 DJ1688
 DJ1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1688
 DJ1688.The geoid height was determined by GEOID03.
 DJ1688
 DJ1688;                    North         East     Units Scale Factor Converg.
 DJ1688;SPC MS E     -   439,702.747   301,816.228   MT  0.99995004   +0 00 38.8
 DJ1688;SPC MS E     - 1,442,591.43    990,208.74   sFT  0.99995004   +0 00 38.8
 DJ1688;UTM  16      - 3,704,403.557   331,447.765   MT  0.99995027   -1 00 01.6
 DJ1688
 DJ1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1688!SPC MS E     -   0.99998770  x   0.99995004  =   0.99993774
 DJ1688!UTM  16      -   0.99998770  x   0.99995027  =   0.99993797
 DJ1688
 DJ1688                          SUPERSEDED SURVEY CONTROL
 DJ1688
 DJ1688  NAD 83(1993)-  33 27 57.03848(N)    088 48 49.65867(W) AD(       ) 2
 DJ1688  NAD 83(1986)-  33 27 57.03908(N)    088 48 49.65849(W) AD(       ) 2
 DJ1688  NGVD 29 (01/23/89)  106.44   (m)          349.2    (f) LEVELING    3  
 DJ1688
 DJ1688.Superseded values are not recommended for survey control.
 DJ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1688.See file dsdata.txt to determine how the superseded data were derived.
 DJ1688
 DJ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3144804404(NAD 83)
 DJ1688_MARKER: DD = SURVEY DISK
 DJ1688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1688+WITH SETTING: INFORMATION.
 DJ1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1688
 DJ1688  HISTORY     - Date     Condition        Report By
 DJ1688  HISTORY     - 1986     MONUMENTED       MSSU
 DJ1688
 DJ1688                          STATION DESCRIPTION
 DJ1688
 DJ1688'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1986 (RB)
 DJ1688'A STD AL CAP ON 5/8X36-INCH REBAR SET FLUSH 0.15 MILE NNE OF
 DJ1688'STARKVILLE CBD, 2.3 M S OF S EDGE OF PVT OF US HWY 82, 1.9 M E OF E
 DJ1688'EDGE OF PVT OF JACKSON ST, 1.4 M SW OF PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1184 ***********************************************************************
 DK1184  DESIGNATION -  87 CAP
 DK1184  PID         -  DK1184
 DK1184  STATE/COUNTY-  MS/WASHINGTON
 DK1184  USGS QUAD   -  GREENVILLE (1970)
 DK1184
 DK1184                         *CURRENT SURVEY CONTROL
 DK1184  ___________________________________________________________________
 DK1184* NAD 83(1986)-  33 28 24.     (N)    091 06 43.     (W)     SCALED    
 DK1184* NAVD 88     -        38.84   (+/-2cm)     127.4    (feet)  VERTCON   
 DK1184  ___________________________________________________________________
 DK1184  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1184  VERT ORDER  -  ? (See Below)
 DK1184
 DK1184.The horizontal coordinates were scaled from a topographic map and have
 DK1184.an estimated accuracy of +/- 6 seconds.
 DK1184
 DK1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1184.The vertical order pertains to the NGVD 29 superseded value.
 DK1184
 DK1184.The geoid height was determined by GEOID03.
 DK1184
 DK1184;                    North         East    Units  Estimated Accuracy
 DK1184;SPC MS W     -   440,810.      627,630.      MT  (+/- 180 meters Scaled)
 DK1184
 DK1184                          SUPERSEDED SURVEY CONTROL
 DK1184
 DK1184  NGVD 29 (??/??/??)   38.901  (m)          127.63   (f) ADJUSTED    ?  
 DK1184
 DK1184.Superseded values are not recommended for survey control.
 DK1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1184.See file dsdata.txt to determine how the superseded data were derived.
 DK1184
 DK1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT754053(NAD 83)
 DK1184_MARKER: B = BOLT
 DK1184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1184
 DK1184  HISTORY     - Date     Condition        Report By
 DK1184  HISTORY     - UNK      MONUMENTED       DOD
 DK1184  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1184  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK1184
 DK1184                          STATION DESCRIPTION
 DK1184
 DK1184'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1184'6.3 MI NW FROM GREENVILLE.
 DK1184'6.3 MILES NORTHWEST ALONG THE LEVEE FROM THE CITY LIMITS OF
 DK1184'GREENVILLE, THENCE 0.6 MILE SOUTHWEST ALONG THE LEVEE LEADING TO
 DK1184'TARPLEY LANDING, NEAR THE CENTER OF MILLER BEND REVETMENT, AT A POINT
 DK1184'WHERE THE OLD LEVEE RUNS AT A RIGHT ANGLE TO THE MISSISSIPPI RIVER,
 DK1184'1,000 FEET EAST OF THE RIVER BANK, AND 150 FEET NORTHEAST OF A
 DK1184'PROMINENT ANGLE IN THE MAIN LEVEE.  A COPPER BOLT, SET IN THE TOP OF A
 DK1184'STONE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1184'BEARING A CORPS OF ENGINEERS, U.S. ARMY.
 DK1184
 DK1184                          STATION RECOVERY (1967)
 DK1184
 DK1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1697 ***********************************************************************
 DJ1697  DESIGNATION -  8701
 DJ1697  PID         -  DJ1697
 DJ1697  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1697  USGS QUAD   -  STARKVILLE (1982)
 DJ1697
 DJ1697                         *CURRENT SURVEY CONTROL
 DJ1697  ___________________________________________________________________
 DJ1697* NAD 83(1993)-  33 28 09.78359(N)    088 49 55.74570(W)     ADJUSTED  
 DJ1697* NAVD 88     -        94.30   (+/-2cm)     309.4    (feet)  VERTCON   
 DJ1697  ___________________________________________________________________
 DJ1697  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DJ1697  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DJ1697  HORZ ORDER  -  SECOND
 DJ1697  VERT ORDER  -  THIRD ? (See Below)
 DJ1697
 DJ1697.The horizontal coordinates were established by classical geodetic methods
 DJ1697.and adjusted by the National Geodetic Survey in May 1994.
 DJ1697
 DJ1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1697.The vertical order pertains to the NGVD 29 superseded value.
 DJ1697
 DJ1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1697
 DJ1697.The geoid height was determined by GEOID03.
 DJ1697
 DJ1697;                    North         East     Units Scale Factor Converg.
 DJ1697;SPC MS E     -   440,095.541   300,109.844   MT  0.99995000   +0 00 02.3
 DJ1697;SPC MS E     - 1,443,880.12    984,610.38   sFT  0.99995000   +0 00 02.3
 DJ1697;UTM  16      - 3,704,826.407   329,748.573   MT  0.99995736   -1 00 38.4
 DJ1697
 DJ1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1697!SPC MS E     -   0.99998961  x   0.99995000  =   0.99993961
 DJ1697!UTM  16      -   0.99998961  x   0.99995736  =   0.99994697
 DJ1697
 DJ1697|---------------------------------------------------------------------|
 DJ1697| PID    Reference Object                     Distance      Geod. Az  |
 DJ1697|                                                           dddmmss.s |
 DJ1697| DJ1715 8719                                333.697 METERS 09004     |
 DJ1697| DJ1671 8605                                APPROX. 0.6 KM 1812953.1 |
 DJ1697|---------------------------------------------------------------------|
 DJ1697
 DJ1697                          SUPERSEDED SURVEY CONTROL
 DJ1697
 DJ1697  NAD 83(1993)-  33 28 09.79396(N)    088 49 55.74448(W) AD(       ) 2
 DJ1697  NAD 83(1986)-  33 28 09.79459(N)    088 49 55.74396(W) AD(       ) 2
 DJ1697  NGVD 29 (01/23/89)   94.26   (m)          309.3    (f) LEVELING    3  
 DJ1697
 DJ1697.Superseded values are not recommended for survey control.
 DJ1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1697.See file dsdata.txt to determine how the superseded data were derived.
 DJ1697
 DJ1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2974904826(NAD 83)
 DJ1697_MARKER: DD = SURVEY DISK
 DJ1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1697+STABILITY: SURFACE MOTION
 DJ1697
 DJ1697  HISTORY     - Date     Condition        Report By
 DJ1697  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1697
 DJ1697                          STATION DESCRIPTION
 DJ1697
 DJ1697'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1697'A STD AL DISK STAMPED---8701---SET IN 0.8X3 FT CONC CYL 20 CM BELOW
 DJ1697'GROUND 1.0 MILE WNW OF STARKVILLE CBD, 0.4 MILE NORTH OF US HWY 82, 20
 DJ1697'FT WEST OF REED RD, 14 FT N OF PROJ C/L OF WESTSIDE DRIVE, 4.5 FT NNE
 DJ1697'OF CTR OF WATER METER BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1698 ***********************************************************************
 DJ1698  DESIGNATION -  8702
 DJ1698  PID         -  DJ1698
 DJ1698  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1698  USGS QUAD   -  STARKVILLE (1982)
 DJ1698
 DJ1698                         *CURRENT SURVEY CONTROL
 DJ1698  ___________________________________________________________________
 DJ1698* NAD 83(1993)-  33 28 51.39878(N)    088 49 55.65680(W)     ADJUSTED  
 DJ1698* NAVD 88     -        92.5    (meters)     303.     (feet)  VERTCON   
 DJ1698  ___________________________________________________________________
 DJ1698  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DJ1698  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ1698  HORZ ORDER  -  SECOND
 DJ1698
 DJ1698.The horizontal coordinates were established by classical geodetic methods
 DJ1698.and adjusted by the National Geodetic Survey in May 1994.
 DJ1698
 DJ1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1698
 DJ1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1698
 DJ1698.The geoid height was determined by GEOID03.
 DJ1698
 DJ1698;                    North         East     Units Scale Factor Converg.
 DJ1698;SPC MS E     -   441,377.605   300,112.125   MT  0.99995000   +0 00 02.4
 DJ1698;SPC MS E     - 1,448,086.36    984,617.86   sFT  0.99995000   +0 00 02.4
 DJ1698;UTM  16      - 3,706,108.241   329,773.485   MT  0.99995726   -1 00 39.4
 DJ1698
 DJ1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1698!SPC MS E     -   0.99998989  x   0.99995000  =   0.99993989
 DJ1698!UTM  16      -   0.99998989  x   0.99995726  =   0.99994715
 DJ1698
 DJ1698:                Primary Azimuth Mark                     Grid Az
 DJ1698:SPC MS E     -  8720                                     179 57 42.3
 DJ1698:UTM  16      -  8720                                     180 58 24.1
 DJ1698
 DJ1698|---------------------------------------------------------------------|
 DJ1698| PID    Reference Object                     Distance      Geod. Az  |
 DJ1698|                                                           dddmmss.s |
 DJ1698| DJ1716 8720                                APPROX. 0.5 KM 1795744.7 |
 DJ1698| DJ1697 8701                                APPROX. 1.3 KM 1800609.3 |
 DJ1698| DJ1699 8703                                328.652 METERS 35927     |
 DJ1698|---------------------------------------------------------------------|
 DJ1698
 DJ1698                          SUPERSEDED SURVEY CONTROL
 DJ1698
 DJ1698  NAD 83(1993)-  33 28 51.40914(N)    088 49 55.65554(W) AD(       ) 2
 DJ1698  NAD 83(1986)-  33 28 51.40985(N)    088 49 55.65490(W) AD(       ) 2
 DJ1698  NGVD 29 (01/23/89)   92.5    (m)          303.     (f) VERT ANG    3  
 DJ1698
 DJ1698.Superseded values are not recommended for survey control.
 DJ1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1698.See file dsdata.txt to determine how the superseded data were derived.
 DJ1698
 DJ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2977306108(NAD 83)
 DJ1698_MARKER: DD = SURVEY DISK
 DJ1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1698+STABILITY: SURFACE MOTION
 DJ1698
 DJ1698  HISTORY     - Date     Condition        Report By
 DJ1698  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1698
 DJ1698                          STATION DESCRIPTION
 DJ1698
 DJ1698'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1698'AT STD AL DISK STAMPED---8702---SET IN 0.8X3 FT CONC CYL 20 CM BELOW
 DJ1698'GRAVEL, 1.5 MILES NW OF STARKVILLE CBD, 0.2 MILE SOUTH OF LAMPKIN RD,
 DJ1698'16.4 FT WEST OF REED RD, 42.8 FT NNE OF NE COR CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1699 ***********************************************************************
 DJ1699  DESIGNATION -  8703
 DJ1699  PID         -  DJ1699
 DJ1699  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1699  USGS QUAD   -  STARKVILLE (1982)
 DJ1699
 DJ1699                         *CURRENT SURVEY CONTROL
 DJ1699  ___________________________________________________________________
 DJ1699* NAD 83(1993)-  33 29 02.06562(N)    088 49 55.77999(W)     ADJUSTED  
 DJ1699* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 DJ1699  ___________________________________________________________________
 DJ1699  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DJ1699  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DJ1699  HORZ ORDER  -  SECOND
 DJ1699
 DJ1699.The horizontal coordinates were established by classical geodetic methods
 DJ1699.and adjusted by the National Geodetic Survey in May 1994.
 DJ1699
 DJ1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1699
 DJ1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1699
 DJ1699.The geoid height was determined by GEOID03.
 DJ1699
 DJ1699;                    North         East     Units Scale Factor Converg.
 DJ1699;SPC MS E     -   441,706.226   300,108.941   MT  0.99995000   +0 00 02.3
 DJ1699;SPC MS E     - 1,449,164.51    984,607.42   sFT  0.99995000   +0 00 02.3
 DJ1699;UTM  16      - 3,706,436.869   329,776.103   MT  0.99995725   -1 00 39.8
 DJ1699
 DJ1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1699!SPC MS E     -   0.99999125  x   0.99995000  =   0.99994125
 DJ1699!UTM  16      -   0.99999125  x   0.99995725  =   0.99994850
 DJ1699
 DJ1699:                Primary Azimuth Mark                     Grid Az
 DJ1699:SPC MS E     -  8722                                     091 55 40.6
 DJ1699:UTM  16      -  8722                                     092 56 22.7
 DJ1699
 DJ1699|---------------------------------------------------------------------|
 DJ1699| PID    Reference Object                     Distance      Geod. Az  |
 DJ1699|                                                           dddmmss.s |
 DJ1699| DJ1718 8722                                453.602 METERS 0915542.9 |
 DJ1699| DJ1698 8702                                328.652 METERS 17927     |
 DJ1699| DJ1717 8721                                319.282 METERS 26848     |
 DJ1699|---------------------------------------------------------------------|
 DJ1699
 DJ1699                          SUPERSEDED SURVEY CONTROL
 DJ1699
 DJ1699  NAD 83(1993)-  33 29 02.07597(N)    088 49 55.77872(W) AD(       ) 2
 DJ1699  NAD 83(1986)-  33 29 02.07672(N)    088 49 55.77805(W) AD(       ) 2
 DJ1699  NGVD 29 (01/23/89)   83.8    (m)          275.     (f) VERT ANG    3  
 DJ1699
 DJ1699.Superseded values are not recommended for survey control.
 DJ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1699.See file dsdata.txt to determine how the superseded data were derived.
 DJ1699
 DJ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2977606437(NAD 83)
 DJ1699_MARKER: DD = SURVEY DISK
 DJ1699_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1699+WITH SETTING: INFORMATION.
 DJ1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1699
 DJ1699  HISTORY     - Date     Condition        Report By
 DJ1699  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1699
 DJ1699                          STATION DESCRIPTION
 DJ1699
 DJ1699'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1699'A STD AL CAP STAMPED---8703---SET ON 5/8X36-INCH REBAR 1.7 MILES NW OF
 DJ1699'STARKVILLE CBD, 12.8 FT NORTH OF LAMPKIN RD, 6 FT WEST OF PROJECTED
 DJ1699'C/L OF REED RD, 15.8 FT WSW OF T-F-N.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1701 ***********************************************************************
 DJ1701  DESIGNATION -  8705
 DJ1701  PID         -  DJ1701
 DJ1701  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1701  USGS QUAD   -  STARKVILLE (1982)
 DJ1701
 DJ1701                         *CURRENT SURVEY CONTROL
 DJ1701  ___________________________________________________________________
 DJ1701* NAD 83(1993)-  33 29 02.38334(N)    088 48 58.22362(W)     ADJUSTED  
 DJ1701* NAVD 88     -       112.61   (+/-2cm)     369.5    (feet)  VERTCON   
 DJ1701  ___________________________________________________________________
 DJ1701  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DJ1701  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ1701  HORZ ORDER  -  SECOND
 DJ1701  VERT ORDER  -  THIRD ? (See Below)
 DJ1701
 DJ1701.The horizontal coordinates were established by classical geodetic methods
 DJ1701.and adjusted by the National Geodetic Survey in May 1994.
 DJ1701
 DJ1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1701.The vertical order pertains to the NGVD 29 superseded value.
 DJ1701
 DJ1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1701
 DJ1701.The geoid height was determined by GEOID03.
 DJ1701
 DJ1701;                    North         East     Units Scale Factor Converg.
 DJ1701;SPC MS E     -   441,716.145   301,594.774   MT  0.99995003   +0 00 34.1
 DJ1701;SPC MS E     - 1,449,197.05    989,482.19   sFT  0.99995003   +0 00 34.1
 DJ1701;UTM  16      - 3,706,420.552   331,261.887   MT  0.99995104   -1 00 08.0
 DJ1701
 DJ1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1701!SPC MS E     -   0.99998674  x   0.99995003  =   0.99993677
 DJ1701!UTM  16      -   0.99998674  x   0.99995104  =   0.99993778
 DJ1701
 DJ1701|---------------------------------------------------------------------|
 DJ1701| PID    Reference Object                     Distance      Geod. Az  |
 DJ1701|                                                           dddmmss.s |
 DJ1701| DJ1702 8706                                185.984 METERS 04611     |
 DJ1701| DJ1750 TT 45 FJH                           131.800 METERS 08843     |
 DJ1701| DJ1700 8704                                APPROX. 0.5 KM 2674616.9 |
 DJ1701| DJ1734 MSHP MAST                           APPROX. 1.0 KM 3423201.6 |
 DJ1701|---------------------------------------------------------------------|
 DJ1701
 DJ1701                          SUPERSEDED SURVEY CONTROL
 DJ1701
 DJ1701  NAD 83(1993)-  33 29 02.39365(N)    088 48 58.22229(W) AD(       ) 2
 DJ1701  NAD 83(1986)-  33 29 02.39426(N)    088 48 58.22178(W) AD(       ) 2
 DJ1701  NGVD 29 (01/23/89)  112.57   (m)          369.3    (f) LEVELING    3  
 DJ1701
 DJ1701.Superseded values are not recommended for survey control.
 DJ1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1701.See file dsdata.txt to determine how the superseded data were derived.
 DJ1701
 DJ1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3126206421(NAD 83)
 DJ1701_MARKER: DD = SURVEY DISK
 DJ1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1701+STABILITY: SURFACE MOTION
 DJ1701
 DJ1701  HISTORY     - Date     Condition        Report By
 DJ1701  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1701
 DJ1701                          STATION DESCRIPTION
 DJ1701
 DJ1701'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1701'A STD AL DISK STAMPED---8705---SET IN 0.8X3 FT CONC CYL 10 CM BELOW
 DJ1701'GROUND 1.4 MILES N/O STARKVILLE CBD, 0.05 MILE SW OF MS HWY 389, 28.5
 DJ1701'FT N/O LAMPKIN ST, 50 M W/O FIRE STATION, 14.6 M SW OF WATER METER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1702 ***********************************************************************
 DJ1702  DESIGNATION -  8706
 DJ1702  PID         -  DJ1702
 DJ1702  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1702  USGS QUAD   -  STARKVILLE (1982)
 DJ1702
 DJ1702                         *CURRENT SURVEY CONTROL
 DJ1702  ___________________________________________________________________
 DJ1702* NAD 83(1993)-  33 29 06.56277(N)    088 48 53.02538(W)     ADJUSTED  
 DJ1702* NAVD 88     -       112.50   (+/-2cm)     369.1    (feet)  VERTCON   
 DJ1702  ___________________________________________________________________
 DJ1702  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DJ1702  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ1702  HORZ ORDER  -  SECOND
 DJ1702  VERT ORDER  -  THIRD ? (See Below)
 DJ1702
 DJ1702.The horizontal coordinates were established by classical geodetic methods
 DJ1702.and adjusted by the National Geodetic Survey in May 1994.
 DJ1702
 DJ1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1702.The vertical order pertains to the NGVD 29 superseded value.
 DJ1702
 DJ1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1702
 DJ1702.The geoid height was determined by GEOID03.
 DJ1702
 DJ1702;                    North         East     Units Scale Factor Converg.
 DJ1702;SPC MS E     -   441,844.927   301,728.945   MT  0.99995004   +0 00 37.0
 DJ1702;SPC MS E     - 1,449,619.56    989,922.38   sFT  0.99995004   +0 00 37.0
 DJ1702;UTM  16      - 3,706,546.944   331,398.311   MT  0.99995047   -1 00 05.3
 DJ1702
 DJ1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1702!SPC MS E     -   0.99998675  x   0.99995004  =   0.99993679
 DJ1702!UTM  16      -   0.99998675  x   0.99995047  =   0.99993722
 DJ1702
 DJ1702:                Primary Azimuth Mark                     Grid Az
 DJ1702:SPC MS E     -  8707                                     090 47 38.9
 DJ1702:UTM  16      -  8707                                     091 48 21.2
 DJ1702
 DJ1702|---------------------------------------------------------------------|
 DJ1702| PID    Reference Object                     Distance      Geod. Az  |
 DJ1702|                                                           dddmmss.s |
 DJ1702| DJ1703 8707                                415.809 METERS 0904815.9 |
 DJ1702| DJ1725 CALVARY BAPT SPIRE                  APPROX. 1.4 KM 1803209.2 |
 DJ1702| DJ1750 TT 45 FJH                           125.844 METERS 18106     |
 DJ1702| DJ1701 8705                                185.984 METERS 22611     |
 DJ1702|---------------------------------------------------------------------|
 DJ1702
 DJ1702                          SUPERSEDED SURVEY CONTROL
 DJ1702
 DJ1702  NAD 83(1993)-  33 29 06.57308(N)    088 48 53.02405(W) AD(       ) 2
 DJ1702  NAD 83(1986)-  33 29 06.57368(N)    088 48 53.02352(W) AD(       ) 2
 DJ1702  NGVD 29 (01/23/89)  112.46   (m)          369.0    (f) LEVELING    3  
 DJ1702
 DJ1702.Superseded values are not recommended for survey control.
 DJ1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1702.See file dsdata.txt to determine how the superseded data were derived.
 DJ1702
 DJ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3139806547(NAD 83)
 DJ1702_MARKER: DD = SURVEY DISK
 DJ1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1702+STABILITY: SURFACE MOTION
 DJ1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1702+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 DJ1702
 DJ1702  HISTORY     - Date     Condition        Report By
 DJ1702  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1702  HISTORY     - 20061216 GOOD             GEOCAC
 DJ1702
 DJ1702                          STATION DESCRIPTION
 DJ1702
 DJ1702'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1702'A STD AL DISK STAMPED---8706---SET IN 0.8X3 FT CONC CYL 20 CM BELOW
 DJ1702'GROUND, 1.5 MILES NORTH OF STARKVILLE CBD, 255 FT ENE OF MS HWY 389,
 DJ1702'439 FT N/O LAMPKIN ST, 69 FT NW OF FENCE COR, 49.3 FT W/O FENCE, 45 FT
 DJ1702'E/O PROJ E WALL AND 59 FT SE OF SE POST OF A LARGE BARN.
 DJ1702
 DJ1702                          STATION RECOVERY (2006)
 DJ1702
 DJ1702'RECOVERY NOTE BY GEOCACHING 2006 (JAM)
 DJ1702'MARK IS APPROXIMATELY 12 INCHES BELOW GROUND LEVEL, IN A ROUGH, OPEN
 DJ1702'FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1703 ***********************************************************************
 DJ1703  DESIGNATION -  8707
 DJ1703  PID         -  DJ1703
 DJ1703  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1703  USGS QUAD   -  STARKVILLE (1982)
 DJ1703
 DJ1703                         *CURRENT SURVEY CONTROL
 DJ1703  ___________________________________________________________________
 DJ1703* NAD 83(1993)-  33 29 06.37300(N)    088 48 36.92048(W)     ADJUSTED  
 DJ1703* NAVD 88     -       105.17   (+/-2cm)     345.0    (feet)  VERTCON   
 DJ1703  ___________________________________________________________________
 DJ1703  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DJ1703  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DJ1703  HORZ ORDER  -  SECOND
 DJ1703  VERT ORDER  -  THIRD ? (See Below)
 DJ1703
 DJ1703.The horizontal coordinates were established by classical geodetic methods
 DJ1703.and adjusted by the National Geodetic Survey in May 1994.
 DJ1703
 DJ1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1703.The vertical order pertains to the NGVD 29 superseded value.
 DJ1703
 DJ1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1703
 DJ1703.The geoid height was determined by GEOID03.
 DJ1703
 DJ1703;                    North         East     Units Scale Factor Converg.
 DJ1703;SPC MS E     -   441,839.164   302,144.693   MT  0.99995006   +0 00 45.8
 DJ1703;SPC MS E     - 1,449,600.66    991,286.38   sFT  0.99995006   +0 00 45.8
 DJ1703;UTM  16      - 3,706,533.842   331,813.892   MT  0.99994874   -0 59 56.4
 DJ1703
 DJ1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1703!SPC MS E     -   0.99998791  x   0.99995006  =   0.99993797
 DJ1703!UTM  16      -   0.99998791  x   0.99994874  =   0.99993665
 DJ1703
 DJ1703|---------------------------------------------------------------------|
 DJ1703| PID    Reference Object                     Distance      Geod. Az  |
 DJ1703|                                                           dddmmss.s |
 DJ1703| DJ1704 8708                                279.494 METERS 04505     |
 DJ1703| DJ1702 8706                                415.809 METERS 2704824.8 |
 DJ1703| DJ1734 MSHP MAST                           APPROX. 1.2 KM 3150925.8 |
 DJ1703|---------------------------------------------------------------------|
 DJ1703
 DJ1703                          SUPERSEDED SURVEY CONTROL
 DJ1703
 DJ1703  NAD 83(1993)-  33 29 06.38328(N)    088 48 36.91911(W) AD(       ) 2
 DJ1703  NAD 83(1986)-  33 29 06.38384(N)    088 48 36.91867(W) AD(       ) 2
 DJ1703  NGVD 29 (01/23/89)  105.13   (m)          344.9    (f) LEVELING    3  
 DJ1703
 DJ1703.Superseded values are not recommended for survey control.
 DJ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1703.See file dsdata.txt to determine how the superseded data were derived.
 DJ1703
 DJ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3181406534(NAD 83)
 DJ1703_MARKER: DD = SURVEY DISK
 DJ1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1703+STABILITY: SURFACE MOTION
 DJ1703
 DJ1703  HISTORY     - Date     Condition        Report By
 DJ1703  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1703
 DJ1703                          STATION DESCRIPTION
 DJ1703
 DJ1703'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1703'A STD AL DISK STAMPED---8707---SET IN 0.8X3 FT CONC CYL 20 CM BELOW
 DJ1703'GROUND, 1.5 MILES N/O STARKVILLE CBD, 0.3 MILE ENE OF MS HWY 389, 16.6
 DJ1703'FT E/O N MONTGOMERY ST, 97 FT N/O GRAVEL DR, 30.5 FT NW OF FENCE COR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1706 ***********************************************************************
 DJ1706  DESIGNATION -  8710
 DJ1706  PID         -  DJ1706
 DJ1706  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1706  USGS QUAD   -  STARKVILLE (1982)
 DJ1706
 DJ1706                         *CURRENT SURVEY CONTROL
 DJ1706  ___________________________________________________________________
 DJ1706* NAD 83(1993)-  33 29 08.68187(N)    088 47 51.89347(W)     ADJUSTED  
 DJ1706* NAVD 88     -        88.46   (+/-2cm)     290.2    (feet)  VERTCON   
 DJ1706  ___________________________________________________________________
 DJ1706  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ1706  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1706  HORZ ORDER  -  SECOND
 DJ1706  VERT ORDER  -  THIRD ? (See Below)
 DJ1706
 DJ1706.The horizontal coordinates were established by classical geodetic methods
 DJ1706.and adjusted by the National Geodetic Survey in May 1994.
 DJ1706
 DJ1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1706.The vertical order pertains to the NGVD 29 superseded value.
 DJ1706
 DJ1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1706
 DJ1706.The geoid height was determined by GEOID03.
 DJ1706
 DJ1706;                    North         East     Units Scale Factor Converg.
 DJ1706;SPC MS E     -   441,910.623   303,307.039   MT  0.99995013   +0 01 10.7
 DJ1706;SPC MS E     - 1,449,835.10    995,099.84   sFT  0.99995013   +0 01 10.7
 DJ1706;UTM  16      - 3,706,584.766   332,977.314   MT  0.99994394   -0 59 31.6
 DJ1706
 DJ1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1706!SPC MS E     -   0.99999053  x   0.99995013  =   0.99994066
 DJ1706!UTM  16      -   0.99999053  x   0.99994394  =   0.99993447
 DJ1706
 DJ1706|---------------------------------------------------------------------|
 DJ1706| PID    Reference Object                     Distance      Geod. Az  |
 DJ1706|                                                           dddmmss.s |
 DJ1706| DJ1707 8711                                300.947 METERS 12928     |
 DJ1706| DJ1705 8709                                APPROX. 0.6 KM 2852422.5 |
 DJ1706|---------------------------------------------------------------------|
 DJ1706
 DJ1706                          SUPERSEDED SURVEY CONTROL
 DJ1706
 DJ1706  NAD 83(1993)-  33 29 08.69199(N)    088 47 51.89205(W) AD(       ) 2
 DJ1706  NAD 83(1986)-  33 29 08.69257(N)    088 47 51.89168(W) AD(       ) 2
 DJ1706  NGVD 29 (01/23/89)   88.42   (m)          290.1    (f) LEVELING    3  
 DJ1706
 DJ1706.Superseded values are not recommended for survey control.
 DJ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1706.See file dsdata.txt to determine how the superseded data were derived.
 DJ1706
 DJ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3297706585(NAD 83)
 DJ1706_MARKER: DD = SURVEY DISK
 DJ1706_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1706+WITH SETTING: INFORMATION.
 DJ1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1706+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 DJ1706
 DJ1706  HISTORY     - Date     Condition        Report By
 DJ1706  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1706  HISTORY     - 20040825 GOOD             MSU
 DJ1706
 DJ1706                          STATION DESCRIPTION
 DJ1706
 DJ1706'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1706'A STD AL CAP STAMPED---8710---SET ON 5/8X36-INCH REBAR 20 CM BELOW
 DJ1706'GROUND, 1.8 MILES NE OF STARKVILLE CBD, 0.1 MILE N/O PATRICK RD, 28.6
 DJ1706'M NW OF OLD WEST POINT RD, 17.8 M NE OF PP-20.
 DJ1706
 DJ1706                          STATION RECOVERY (2004)
 DJ1706
 DJ1706'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2004 (MM)
 DJ1706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1707 ***********************************************************************
 DJ1707  DESIGNATION -  8711
 DJ1707  PID         -  DJ1707
 DJ1707  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1707  USGS QUAD   -  STARKVILLE (1982)
 DJ1707
 DJ1707                         *CURRENT SURVEY CONTROL
 DJ1707  ___________________________________________________________________
 DJ1707* NAD 83(1993)-  33 29 02.47358(N)    088 47 42.89356(W)     ADJUSTED  
 DJ1707* NAVD 88     -        87.83   (+/-2cm)     288.2    (feet)  VERTCON   
 DJ1707  ___________________________________________________________________
 DJ1707  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DJ1707  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1707  HORZ ORDER  -  SECOND
 DJ1707  VERT ORDER  -  THIRD ? (See Below)
 DJ1707
 DJ1707.The horizontal coordinates were established by classical geodetic methods
 DJ1707.and adjusted by the National Geodetic Survey in May 1994.
 DJ1707
 DJ1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1707.The vertical order pertains to the NGVD 29 superseded value.
 DJ1707
 DJ1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1707
 DJ1707.The geoid height was determined by GEOID03.
 DJ1707
 DJ1707;                    North         East     Units Scale Factor Converg.
 DJ1707;SPC MS E     -   441,719.442   303,539.440   MT  0.99995015   +0 01 15.6
 DJ1707;SPC MS E     - 1,449,207.87    995,862.31   sFT  0.99995015   +0 01 15.6
 DJ1707;UTM  16      - 3,706,389.513   333,206.301   MT  0.99994299   -0 59 26.4
 DJ1707
 DJ1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1707!SPC MS E     -   0.99999063  x   0.99995015  =   0.99994078
 DJ1707!UTM  16      -   0.99999063  x   0.99994299  =   0.99993362
 DJ1707
 DJ1707:                Primary Azimuth Mark                     Grid Az
 DJ1707:SPC MS E     -  8712                                     090 01 38.8
 DJ1707:UTM  16      -  8712                                     091 02 20.8
 DJ1707
 DJ1707|---------------------------------------------------------------------|
 DJ1707| PID    Reference Object                     Distance      Geod. Az  |
 DJ1707|                                                           dddmmss.s |
 DJ1707| DJ1708 8712                                APPROX. 1.1 KM 0900254.4 |
 DJ1707| DJ1706 8710                                300.947 METERS 30928     |
 DJ1707|---------------------------------------------------------------------|
 DJ1707
 DJ1707                          SUPERSEDED SURVEY CONTROL
 DJ1707
 DJ1707  NAD 83(1993)-  33 29 02.48366(N)    088 47 42.89215(W) AD(       ) 2
 DJ1707  NAD 83(1986)-  33 29 02.48426(N)    088 47 42.89182(W) AD(       ) 2
 DJ1707  NGVD 29 (01/23/89)   87.79   (m)          288.0    (f) LEVELING    3  
 DJ1707
 DJ1707.Superseded values are not recommended for survey control.
 DJ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1707.See file dsdata.txt to determine how the superseded data were derived.
 DJ1707
 DJ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3320606390(NAD 83)
 DJ1707_MARKER: DD = SURVEY DISK
 DJ1707_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1707+WITH SETTING: INFORMATION.
 DJ1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1707
 DJ1707  HISTORY     - Date     Condition        Report By
 DJ1707  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1707
 DJ1707                          STATION DESCRIPTION
 DJ1707
 DJ1707'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1707'A STD AL CAP STAMPED---8711---SET ON 5/8X36-INCH REBAR 10 CM BELOW
 DJ1707'GRAVELED PATRICK ROAD, 1.8 MILES NE OF STARKVILLE CBD, 0.15 MILE SE OF
 DJ1707'OLD WEST POINT ROAD, 6.49 M S/O S RIM OF SEWER MH, 48.6 FT NE OF PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1708 ***********************************************************************
 DJ1708  DESIGNATION -  8712
 DJ1708  PID         -  DJ1708
 DJ1708  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1708  USGS QUAD   -  STARKVILLE (1982)
 DJ1708
 DJ1708                         *CURRENT SURVEY CONTROL
 DJ1708  ___________________________________________________________________
 DJ1708* NAD 83(1993)-  33 29 02.44261(N)    088 47 01.84634(W)     ADJUSTED  
 DJ1708* NAVD 88     -        87.68   (+/-2cm)     287.7    (feet)  VERTCON   
 DJ1708  ___________________________________________________________________
 DJ1708  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ1708  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1708  HORZ ORDER  -  SECOND
 DJ1708  VERT ORDER  -  THIRD ? (See Below)
 DJ1708
 DJ1708.The horizontal coordinates were established by classical geodetic methods
 DJ1708.and adjusted by the National Geodetic Survey in May 1994.
 DJ1708
 DJ1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1708.The vertical order pertains to the NGVD 29 superseded value.
 DJ1708
 DJ1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1708
 DJ1708.The geoid height was determined by GEOID03.
 DJ1708
 DJ1708;                    North         East     Units Scale Factor Converg.
 DJ1708;SPC MS E     -   441,718.935   304,599.085   MT  0.99995026   +0 01 38.3
 DJ1708;SPC MS E     - 1,449,206.21    999,338.83   sFT  0.99995026   +0 01 38.3
 DJ1708;UTM  16      - 3,706,370.296   334,265.762   MT  0.99993865   -0 59 03.8
 DJ1708
 DJ1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1708!SPC MS E     -   0.99999065  x   0.99995026  =   0.99994092
 DJ1708!UTM  16      -   0.99999065  x   0.99993865  =   0.99992931
 DJ1708
 DJ1708|---------------------------------------------------------------------|
 DJ1708| PID    Reference Object                     Distance      Geod. Az  |
 DJ1708|                                                           dddmmss.s |
 DJ1708| DJ1751 TT 46 FJH                           365.750 METERS 08824     |
 DJ1708| DJ1735 MSHP TOWER                          APPROX. 1.9 KM 1583656.8 |
 DJ1708| DJ1562 6928                                APPROX. 1.8 KM 1592857.4 |
 DJ1708|---------------------------------------------------------------------|
 DJ1708
 DJ1708                          SUPERSEDED SURVEY CONTROL
 DJ1708
 DJ1708  NAD 83(1993)-  33 29 02.45259(N)    088 47 01.84487(W) AD(       ) 2
 DJ1708  NAD 83(1986)-  33 29 02.45310(N)    088 47 01.84466(W) AD(       ) 2
 DJ1708  NGVD 29 (01/23/89)   87.64   (m)          287.5    (f) LEVELING    3  
 DJ1708
 DJ1708.Superseded values are not recommended for survey control.
 DJ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1708.See file dsdata.txt to determine how the superseded data were derived.
 DJ1708
 DJ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3426606370(NAD 83)
 DJ1708_MARKER: DD = SURVEY DISK
 DJ1708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1708+WITH SETTING: INFORMATION.
 DJ1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1708
 DJ1708  HISTORY     - Date     Condition        Report By
 DJ1708  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1708
 DJ1708                          STATION DESCRIPTION
 DJ1708
 DJ1708'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1708'A STD AL CAP STAMPED---8712---SET ON 5/8X36-INCH REBAR 3 CM BELOW
 DJ1708'GROUND, 2.3 MILES NE OF STARKVILLE CBD, 0.85 MILE E/O OLD WEST POINT
 DJ1708'RD, 16 FT S/O PATRICK RD, 96.4 FT E AND 93.7 FT W OF TWO PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1709 ***********************************************************************
 DJ1709  DESIGNATION -  8713
 DJ1709  PID         -  DJ1709
 DJ1709  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1709  USGS QUAD   -  STARKVILLE (1982)
 DJ1709
 DJ1709                         *CURRENT SURVEY CONTROL
 DJ1709  ___________________________________________________________________
 DJ1709* NAD 83(1993)-  33 28 16.24419(N)    088 48 52.81852(W)     ADJUSTED  
 DJ1709* NAVD 88     -       109.46   (+/-2cm)     359.1    (feet)  VERTCON   
 DJ1709  ___________________________________________________________________
 DJ1709  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DJ1709  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1709  HORZ ORDER  -  SECOND
 DJ1709  VERT ORDER  -  THIRD ? (See Below)
 DJ1709
 DJ1709.The horizontal coordinates were established by classical geodetic methods
 DJ1709.and adjusted by the National Geodetic Survey in May 1994.
 DJ1709
 DJ1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1709.The vertical order pertains to the NGVD 29 superseded value.
 DJ1709
 DJ1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1709
 DJ1709.The geoid height was determined by GEOID03.
 DJ1709
 DJ1709;                    North         East     Units Scale Factor Converg.
 DJ1709;SPC MS E     -   440,294.732   301,734.564   MT  0.99995004   +0 00 37.1
 DJ1709;SPC MS E     - 1,444,533.63    989,940.82   sFT  0.99995004   +0 00 37.1
 DJ1709;UTM  16      - 3,704,996.891   331,376.561   MT  0.99995056   -1 00 03.8
 DJ1709
 DJ1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1709!SPC MS E     -   0.99998723  x   0.99995004  =   0.99993727
 DJ1709!UTM  16      -   0.99998723  x   0.99995056  =   0.99993779
 DJ1709
 DJ1709:                Primary Azimuth Mark                     Grid Az
 DJ1709:SPC MS E     -  8723                                     001 41 31.4
 DJ1709:UTM  16      -  8723                                     002 42 12.3
 DJ1709
 DJ1709|---------------------------------------------------------------------|
 DJ1709| PID    Reference Object                     Distance      Geod. Az  |
 DJ1709|                                                           dddmmss.s |
 DJ1709| DJ1719 8723                                445.854 METERS 0014208.5 |
 DJ1709| DJ1712 8716                                403.220 METERS 0881526.1 |
 DJ1709| DJ1710 8714                                289.761 METERS 16332     |
 DJ1709| DJ1725 CALVARY BAPT SPIRE                  113.703 METERS 35029     |
 DJ1709| DJ1702 8706                                APPROX. 1.6 KM 3594809.5 |
 DJ1709|---------------------------------------------------------------------|
 DJ1709
 DJ1709                          SUPERSEDED SURVEY CONTROL
 DJ1709
 DJ1709  NAD 83(1993)-  33 28 16.25451(N)    088 48 52.81725(W) AD(       ) 2
 DJ1709  NAD 83(1986)-  33 28 16.25513(N)    088 48 52.81703(W) AD(       ) 2
 DJ1709  NGVD 29 (01/23/89)  109.42   (m)          359.0    (f) LEVELING    3  
 DJ1709
 DJ1709.Superseded values are not recommended for survey control.
 DJ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1709.See file dsdata.txt to determine how the superseded data were derived.
 DJ1709
 DJ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3137704997(NAD 83)
 DJ1709_MARKER: S = SPIKE
 DJ1709_SETTING: 0 = UNSPECIFIED SETTING
 DJ1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1709
 DJ1709  HISTORY     - Date     Condition        Report By
 DJ1709  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1709
 DJ1709                          STATION DESCRIPTION
 DJ1709
 DJ1709'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1709'A RR SPIKE WEDGED IN CONSTRUCTION JOINT BETWEEN CURB AND CONCRETE
 DJ1709'DRIVE, 0.5 MILE N/O STARKVILLE CBD, 30.0 FT W/O N JACKSON ST, AT CRITZ
 DJ1709'ST, 55.4 FT NE OF NE COR OF PARKSIDE APT BLDG NEAR CALVARY BAPT CHURCH
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1710 ***********************************************************************
 DJ1710  DESIGNATION -  8714
 DJ1710  PID         -  DJ1710
 DJ1710  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1710  USGS QUAD   -  STARKVILLE (1982)
 DJ1710
 DJ1710                         *CURRENT SURVEY CONTROL
 DJ1710  ___________________________________________________________________
 DJ1710* NAD 83(1993)-  33 28 07.22525(N)    088 48 49.63617(W)     ADJUSTED  
 DJ1710* NAVD 88     -       113.17   (+/-2cm)     371.3    (feet)  VERTCON   
 DJ1710  ___________________________________________________________________
 DJ1710  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DJ1710  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1710  HORZ ORDER  -  SECOND
 DJ1710  VERT ORDER  -  THIRD ? (See Below)
 DJ1710
 DJ1710.The horizontal coordinates were established by classical geodetic methods
 DJ1710.and adjusted by the National Geodetic Survey in May 1994.
 DJ1710
 DJ1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1710.The vertical order pertains to the NGVD 29 superseded value.
 DJ1710
 DJ1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1710
 DJ1710.The geoid height was determined by GEOID03.
 DJ1710
 DJ1710;                    North         East     Units Scale Factor Converg.
 DJ1710;SPC MS E     -   440,016.895   301,816.781   MT  0.99995004   +0 00 38.8
 DJ1710;SPC MS E     - 1,443,622.10    990,210.56   sFT  0.99995004   +0 00 38.8
 DJ1710;UTM  16      - 3,704,717.646   331,453.863   MT  0.99995024   -1 00 01.8
 DJ1710
 DJ1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1710!SPC MS E     -   0.99998665  x   0.99995004  =   0.99993669
 DJ1710!UTM  16      -   0.99998665  x   0.99995024  =   0.99993689
 DJ1710
 DJ1710|---------------------------------------------------------------------|
 DJ1710| PID    Reference Object                     Distance      Geod. Az  |
 DJ1710|                                                           dddmmss.s |
 DJ1710| DJ1688 8622                                314.164 METERS 18007     |
 DJ1710| DJ1749 STARKVILLE NORTH TANK               293.159 METERS 27311     |
 DJ1710| DJ1709 8713                                289.761 METERS 34332     |
 DJ1710| DJ1725 CALVARY BAPT SPIRE                  402.862 METERS 3452911.1 |
 DJ1710|---------------------------------------------------------------------|
 DJ1710
 DJ1710                          SUPERSEDED SURVEY CONTROL
 DJ1710
 DJ1710  NAD 83(1993)-  33 28 07.23557(N)    088 48 49.63492(W) AD(       ) 2
 DJ1710  NAD 83(1986)-  33 28 07.23618(N)    088 48 49.63473(W) AD(       ) 2
 DJ1710  NGVD 29 (01/23/89)  113.13   (m)          371.2    (f) LEVELING    3  
 DJ1710
 DJ1710.Superseded values are not recommended for survey control.
 DJ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1710.See file dsdata.txt to determine how the superseded data were derived.
 DJ1710
 DJ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3145404718(NAD 83)
 DJ1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ1710+WITH SETTING: INFORMATION.
 DJ1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1710
 DJ1710  HISTORY     - Date     Condition        Report By
 DJ1710  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1710
 DJ1710                          STATION DESCRIPTION
 DJ1710
 DJ1710'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1710'A STD AL CAP STAMPED---8714---SET ON 5/8X36-INCH REBAR 10 CM BELOW
 DJ1710'GROUND, 0.6 MILE NE OF STARKVILLE CBD, 0.2 MILE N/O US HWY 82, 7.8 M
 DJ1710'E/O N JACKSON ST AT CURRY ST, 2.5 M SW OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1711 ***********************************************************************
 DJ1711  DESIGNATION -  8715
 DJ1711  PID         -  DJ1711
 DJ1711  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1711  USGS QUAD   -  STARKVILLE (1982)
 DJ1711
 DJ1711                         *CURRENT SURVEY CONTROL
 DJ1711  ___________________________________________________________________
 DJ1711* NAD 83(1993)-  33 28 02.71592(N)    088 48 36.74841(W)     ADJUSTED  
 DJ1711* NAVD 88     -       115.60   (+/-2cm)     379.3    (feet)  VERTCON   
 DJ1711  ___________________________________________________________________
 DJ1711  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DJ1711  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1711  HORZ ORDER  -  SECOND
 DJ1711  VERT ORDER  -  THIRD ? (See Below)
 DJ1711
 DJ1711.The horizontal coordinates were established by classical geodetic methods
 DJ1711.and adjusted by the National Geodetic Survey in May 1994.
 DJ1711
 DJ1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1711.The vertical order pertains to the NGVD 29 superseded value.
 DJ1711
 DJ1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1711
 DJ1711.The geoid height was determined by GEOID03.
 DJ1711
 DJ1711;                    North         East     Units Scale Factor Converg.
 DJ1711;SPC MS E     -   439,878.042   302,149.572   MT  0.99995006   +0 00 45.9
 DJ1711;SPC MS E     - 1,443,166.54    991,302.39   sFT  0.99995006   +0 00 45.9
 DJ1711;UTM  16      - 3,704,572.942   331,784.150   MT  0.99994887   -0 59 54.6
 DJ1711
 DJ1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1711!SPC MS E     -   0.99998627  x   0.99995006  =   0.99993633
 DJ1711!UTM  16      -   0.99998627  x   0.99994887  =   0.99993514
 DJ1711
 DJ1711|---------------------------------------------------------------------|
 DJ1711| PID    Reference Object                     Distance      Geod. Az  |
 DJ1711|                                                           dddmmss.s |
 DJ1711| DJ1687 8621                                158.837 METERS 18324     |
 DJ1711| DJ1712 8716                                429.214 METERS 3582439.4 |
 DJ1711|---------------------------------------------------------------------|
 DJ1711
 DJ1711                          SUPERSEDED SURVEY CONTROL
 DJ1711
 DJ1711  NAD 83(1993)-  33 28 02.72623(N)    088 48 36.74718(W) AD(       ) 2
 DJ1711  NAD 83(1986)-  33 28 02.72681(N)    088 48 36.74704(W) AD(       ) 2
 DJ1711  NGVD 29 (01/23/89)  115.56   (m)          379.1    (f) LEVELING    3  
 DJ1711
 DJ1711.Superseded values are not recommended for survey control.
 DJ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1711.See file dsdata.txt to determine how the superseded data were derived.
 DJ1711
 DJ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3178404573(NAD 83)
 DJ1711_MARKER: Z = SEE DESCRIPTION
 DJ1711_SETTING: 0 = UNSPECIFIED SETTING
 DJ1711_SP_SET: FIRE HYDRANT
 DJ1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1711
 DJ1711  HISTORY     - Date     Condition        Report By
 DJ1711  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1711  HISTORY     - 20040402 GOOD             INDIV
 DJ1711
 DJ1711                          STATION DESCRIPTION
 DJ1711
 DJ1711'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1711'STATION IS TOP CENTER OF SHORTER 1 OF 2 FIRE HYDRANTS 4.3 FT APART
 DJ1711'LOCATED 0.4 MILE NE OF STARKVILLE CBD, 0.1 MILE N/O US HWY 82, 16.2 FT
 DJ1711'EAST OF N MONTGOMERY ST, 159 FT S/O OKTIBBEHA DRIVE.
 DJ1711
 DJ1711                          STATION RECOVERY (2004)
 DJ1711
 DJ1711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DGM)
 DJ1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1712 ***********************************************************************
 DJ1712  DESIGNATION -  8716
 DJ1712  PID         -  DJ1712
 DJ1712  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1712  USGS QUAD   -  STARKVILLE (1982)
 DJ1712
 DJ1712                         *CURRENT SURVEY CONTROL
 DJ1712  ___________________________________________________________________
 DJ1712* NAD 83(1993)-  33 28 16.64194(N)    088 48 37.20938(W)     ADJUSTED  
 DJ1712* NAVD 88     -       110.24   (+/-2cm)     361.7    (feet)  VERTCON   
 DJ1712  ___________________________________________________________________
 DJ1712  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DJ1712  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1712  HORZ ORDER  -  SECOND
 DJ1712  VERT ORDER  -  THIRD ? (See Below)
 DJ1712
 DJ1712.The horizontal coordinates were established by classical geodetic methods
 DJ1712.and adjusted by the National Geodetic Survey in May 1994.
 DJ1712
 DJ1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1712.The vertical order pertains to the NGVD 29 superseded value.
 DJ1712
 DJ1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1712
 DJ1712.The geoid height was determined by GEOID03.
 DJ1712
 DJ1712;                    North         East     Units Scale Factor Converg.
 DJ1712;SPC MS E     -   440,307.066   302,137.575   MT  0.99995006   +0 00 45.7
 DJ1712;SPC MS E     - 1,444,574.10    991,263.03   sFT  0.99995006   +0 00 45.7
 DJ1712;UTM  16      - 3,705,002.110   331,779.727   MT  0.99994889   -0 59 55.2
 DJ1712
 DJ1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1712!SPC MS E     -   0.99998711  x   0.99995006  =   0.99993717
 DJ1712!UTM  16      -   0.99998711  x   0.99994889  =   0.99993600
 DJ1712
 DJ1712:                Primary Azimuth Mark                     Grid Az
 DJ1712:SPC MS E     -  8715                                     178 23 53.4
 DJ1712:UTM  16      -  8715                                     179 24 34.3
 DJ1712
 DJ1712|---------------------------------------------------------------------|
 DJ1712| PID    Reference Object                     Distance      Geod. Az  |
 DJ1712|                                                           dddmmss.s |
 DJ1712| DJ1711 8715                                429.214 METERS 1782439.1 |
 DJ1712| DJ1709 8713                                403.220 METERS 2681534.7 |
 DJ1712|---------------------------------------------------------------------|
 DJ1712
 DJ1712                          SUPERSEDED SURVEY CONTROL
 DJ1712
 DJ1712  NAD 83(1993)-  33 28 16.65225(N)    088 48 37.20812(W) AD(       ) 2
 DJ1712  NAD 83(1986)-  33 28 16.65281(N)    088 48 37.20791(W) AD(       ) 2
 DJ1712  NGVD 29 (01/23/89)  110.20   (m)          361.5    (f) LEVELING    3  
 DJ1712
 DJ1712.Superseded values are not recommended for survey control.
 DJ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1712.See file dsdata.txt to determine how the superseded data were derived.
 DJ1712
 DJ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3178005002(NAD 83)
 DJ1712_MARKER: S = SPIKE
 DJ1712_SETTING: 0 = UNSPECIFIED SETTING
 DJ1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1712
 DJ1712  HISTORY     - Date     Condition        Report By
 DJ1712  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1712
 DJ1712                          STATION DESCRIPTION
 DJ1712
 DJ1712'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1712'A RR SPIKE SET IN PAVEMENT 0.6 MILE NE OF STARKVILLE CBD, 0.35 MILE
 DJ1712'N/O US HWY 82, 4.8 M W/O N MONTGOMERY ST, N/O CRITZ ST, 1.65 M N/O
 DJ1712'MANHOLE, 17 M NW OF FIRE HYDRANT, 3.0 M SE OF PP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1713 ***********************************************************************
 DJ1713  DESIGNATION -  8717
 DJ1713  PID         -  DJ1713
 DJ1713  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1713  USGS QUAD   -  STARKVILLE (1982)
 DJ1713
 DJ1713                         *CURRENT SURVEY CONTROL
 DJ1713  ___________________________________________________________________
 DJ1713* NAD 83(1993)-  33 28 41.69349(N)    088 48 36.73374(W)     ADJUSTED  
 DJ1713* NAVD 88     -       100.5    (meters)     330.     (feet)  VERTCON   
 DJ1713  ___________________________________________________________________
 DJ1713  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DJ1713  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1713  HORZ ORDER  -  SECOND
 DJ1713
 DJ1713.The horizontal coordinates were established by classical geodetic methods
 DJ1713.and adjusted by the National Geodetic Survey in May 1994.
 DJ1713
 DJ1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1713
 DJ1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1713
 DJ1713.The geoid height was determined by GEOID03.
 DJ1713
 DJ1713;                    North         East     Units Scale Factor Converg.
 DJ1713;SPC MS E     -   441,078.847   302,149.683   MT  0.99995006   +0 00 45.9
 DJ1713;SPC MS E     - 1,447,106.18    991,302.75   sFT  0.99995006   +0 00 45.9
 DJ1713;UTM  16      - 3,705,773.556   331,805.458   MT  0.99994878   -0 59 55.6
 DJ1713
 DJ1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1713!SPC MS E     -   0.99998864  x   0.99995006  =   0.99993870
 DJ1713!UTM  16      -   0.99998864  x   0.99994878  =   0.99993742
 DJ1713
 DJ1713:                Primary Azimuth Mark                     Grid Az
 DJ1713:SPC MS E     -  8716                                     180 53 55.9
 DJ1713:UTM  16      -  8716                                     181 54 37.4
 DJ1713
 DJ1713|---------------------------------------------------------------------|
 DJ1713| PID    Reference Object                     Distance      Geod. Az  |
 DJ1713|                                                           dddmmss.s |
 DJ1713| DJ1712 8716                                APPROX. 0.8 KM 1805441.8 |
 DJ1713|---------------------------------------------------------------------|
 DJ1713
 DJ1713                          SUPERSEDED SURVEY CONTROL
 DJ1713
 DJ1713  NAD 83(1993)-  33 28 41.70378(N)    088 48 36.73244(W) AD(       ) 2
 DJ1713  NAD 83(1986)-  33 28 41.70434(N)    088 48 36.73209(W) AD(       ) 2
 DJ1713  NGVD 29 (01/23/89)  100.5    (m)          330.     (f) VERT ANG    3  
 DJ1713
 DJ1713.Superseded values are not recommended for survey control.
 DJ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1713.See file dsdata.txt to determine how the superseded data were derived.
 DJ1713
 DJ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3180505774(NAD 83)
 DJ1713_MARKER: DD = SURVEY DISK
 DJ1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1713+STABILITY: SURFACE MOTION
 DJ1713
 DJ1713  HISTORY     - Date     Condition        Report By
 DJ1713  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1713
 DJ1713                          STATION DESCRIPTION
 DJ1713
 DJ1713'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1713'A STD AL DISK STAMPED---8717---SET IN 0.8X3 FT CONC CYL 10 CM BELOW
 DJ1713'GROUND, 1.0 MILE NNE OF STARKVILLE CBD, 0.8 MILE N/O US HWY 82, 19.0
 DJ1713'FT E/O N MONTGOMERY ST, 136 FT S/O TABOR ST, 9.5 FT W/O PP-P3.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7786 ***********************************************************************
 AJ7786  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7786  DESIGNATION -  874 0448 D TIDAL
 AJ7786  PID         -  AJ7786
 AJ7786  STATE/COUNTY-  MS/JACKSON
 AJ7786  USGS QUAD   -  KREOLE (1986)
 AJ7786
 AJ7786                         *CURRENT SURVEY CONTROL
 AJ7786  ___________________________________________________________________
 AJ7786* NAD 83(2007)-  30 23 12.94924(N)    088 26 25.23465(W)     ADJUSTED  
 AJ7786* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 AJ7786  ___________________________________________________________________
 AJ7786  EPOCH DATE  -        2002.00
 AJ7786  X           -     149,879.138 (meters)                     COMP
 AJ7786  Y           -  -5,504,620.966 (meters)                     COMP
 AJ7786  Z           -   3,207,433.993 (meters)                     COMP
 AJ7786  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AJ7786  ELLIP HEIGHT-         -27.380 (meters)          (02/10/07) ADJUSTED
 AJ7786  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AJ7786
 AJ7786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7786  Type    PID    Designation                      North   East  Ellip
 AJ7786  -------------------------------------------------------------------
 AJ7786  NETWORK AJ7786 874 0448 D TIDAL                  1.00   0.98   4.90
 AJ7786  -------------------------------------------------------------------
 AJ7786
 AJ7786.The horizontal coordinates were established by GPS observations
 AJ7786.and adjusted by the National Geodetic Survey in February 2007.
 AJ7786
 AJ7786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7786.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7786.The epoch date for horizontal control is a decimal equivalence
 AJ7786.of Year/Month/Day.
 AJ7786
 AJ7786.The orthometric height was determined by GPS observations and a
 AJ7786.high-resolution geoid model.
 AJ7786
 AJ7786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7786
 AJ7786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7786
 AJ7786.The ellipsoidal height was determined by GPS observations
 AJ7786.and is referenced to NAD 83.
 AJ7786
 AJ7786.The geoid height was determined by GEOID03.
 AJ7786
 AJ7786;                    North         East     Units Scale Factor Converg.
 AJ7786;SPC MS E     -    98,378.165   337,768.475   MT  0.99996759   +0 11 55.6
 AJ7786;SPC MS E     -   322,762.36  1,108,162.07   sFT  0.99996759   +0 11 55.6
 AJ7786;UTM  16      - 3,362,541.595   361,617.160   MT  0.99983625   -0 43 43.3
 AJ7786
 AJ7786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7786!SPC MS E     -   1.00000430  x   0.99996759  =   0.99997189
 AJ7786!UTM  16      -   1.00000430  x   0.99983625  =   0.99984055
 AJ7786
 AJ7786                          SUPERSEDED SURVEY CONTROL
 AJ7786
 AJ7786  ELLIP H (04/15/02)  -27.380  (m)                       GP(       ) 4 2
 AJ7786  NAD 83(1993)-  30 23 12.94918(N)    088 26 25.23459(W) AD(       ) B
 AJ7786  ELLIP H (02/15/02)  -27.381  (m)                       GP(       ) 4 1
 AJ7786
 AJ7786.Superseded values are not recommended for survey control.
 AJ7786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7786.See file dsdata.txt to determine how the superseded data were derived.
 AJ7786
 AJ7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6161762542(NAD 83)
 AJ7786_MARKER: DB = BENCH MARK DISK
 AJ7786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7786_STAMPING: 0448 D 1980
 AJ7786_MARK LOGO: NOS   
 AJ7786_PROJECTION: FLUSH
 AJ7786_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7786+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2008
 AJ7786_ROD/PIPE-DEPTH: 15.2 meters
 AJ7786
 AJ7786  HISTORY     - Date     Condition        Report By
 AJ7786  HISTORY     - 1980     MONUMENTED       NOS
 AJ7786  HISTORY     - 20000901 GOOD             NGS
 AJ7786  HISTORY     - 20071204 GOOD             LOWE
 AJ7786  HISTORY     - 20080312 GOOD             MAPTEC
 AJ7786
 AJ7786                          STATION DESCRIPTION
 AJ7786
 AJ7786'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7786'THE STATION IS LOCATED SOUTHEAST OF PASCAGOULA, MS.  THE STATION MARK
 AJ7786'IS 335 FT (102.1 M) NORTH OF TIDAL BM 0448C, 14.2 FT (4.3 M) ENE OF
 AJ7786'THE CENTERLINE OF GRAND BATURE RD., 9 FT (2.7 M) WSW OF THE WEST EDGE
 AJ7786'OF A SMALL CANAL ON THE EAST SIDE OF THE ROAD, AND MARKED BY AN ORANGE
 AJ7786'WITNESS STAKE AT THE EDGE OF THE CANAL.  THE MARK IS AN NOS BENCHMARK
 AJ7786'DISK FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH PVC PIPE.  TO
 AJ7786'REACH THE STATION FROM THE INTERSECTION OF US HWY 90 AND STATE ROUTES
 AJ7786'63/611 SOUTHEAST OF PASCAGOULA, DRIVE EASTERLY ON US 90 FOR 3.7 MI
 AJ7786'(6.0 KM) TO ORANGE GROVE ROAD ON THE RIGHT.  CROSS THE RR TRACK AND
 AJ7786'PROCEED ON ORANGE GROVE ROAD, PAST THE ORANGE GROVE CEMETARY ON THE
 AJ7786'RIGHT, FOR 1.7 MI (2.7 KM) TO GRAND BATURE RD. ON THE LEFT.  TURN LEFT
 AJ7786'AND CONTINUE EAST AND SOUTHERLY ON GRAND BATURE RD. 1.2 MI (1.9 KM)
 AJ7786'(0.65 MI PAST A CONCRETE BRIDGE) TO THE MARK ON THE LEFT, BEFORE
 AJ7786'REACHING THE FISHING CAMP AT THE END OF THE ROAD.
 AJ7786
 AJ7786                          STATION RECOVERY (2007)
 AJ7786
 AJ7786'RECOVERY NOTE BY LOWE ENGINEERS 2007 (RW)
 AJ7786'RECOVERED IN GOOD CONDITION
 AJ7786
 AJ7786                          STATION RECOVERY (2008)
 AJ7786
 AJ7786'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 AJ7786'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0866 ***********************************************************************
 BH0866  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0866  DESIGNATION -  874 3735 TIDAL 2 1976
 BH0866  PID         -  BH0866
 BH0866  STATE/COUNTY-  MS/HARRISON
 BH0866  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0866
 BH0866                         *CURRENT SURVEY CONTROL
 BH0866  ___________________________________________________________________
 BH0866* NAD 83(1986)-  30 23 31.     (N)    088 51 26.     (W)     SCALED    
 BH0866* NAVD 88     -         1.07   (+/-2cm)       3.5    (feet)  VERTCON   
 BH0866  ___________________________________________________________________
 BH0866  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH0866  VERT ORDER  -  THIRD (See Below)
 BH0866
 BH0866.The horizontal coordinates were scaled from a topographic map and have
 BH0866.an estimated accuracy of +/- 6 seconds.
 BH0866
 BH0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0866.The vertical order pertains to the NGVD 29 superseded value.
 BH0866
 BH0866.This Tidal Bench Mark is designated as VM 11138
 BH0866.by the Center for Operational Oceanographic Products and Services.
 BH0866
 BH0866.The geoid height was determined by GEOID03.
 BH0866
 BH0866;                    North         East    Units  Estimated Accuracy
 BH0866;SPC MS E     -    98,870.      297,700.      MT  (+/- 180 meters Scaled)
 BH0866
 BH0866                          SUPERSEDED SURVEY CONTROL
 BH0866
 BH0866  NGVD 29 (??/??/??)    1.03   (m)            3.4    (f) RESET       3  
 BH0866
 BH0866.Superseded values are not recommended for survey control.
 BH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0866.See file dsdata.txt to determine how the superseded data were derived.
 BH0866
 BH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU215636(NAD 83)
 BH0866_MARKER: DJ = TIDAL STATION DISK
 BH0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0866_STAMPING: NO 2 RESET 1976
 BH0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0866
 BH0866  HISTORY     - Date     Condition        Report By
 BH0866  HISTORY     - 1976     MONUMENTED       NGS
 BH0866
 BH0866                          STATION DESCRIPTION
 BH0866
 BH0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BH0866'2.05 MI E FROM BILOXI.
 BH0866'ABOUT 1.7 MILES EAST ALONG HOWARD AVENUE FROM THE PEOPLES BANK
 BH0866'BUILDING AT BILOXI, THENCE 0.2 MILE SOUTH ALONG MYRTLE AVENUE, THENCE
 BH0866'0.15 MILE EAST ALONG U.S. HIGHWAY 90, 490 FEET SOUTHEAST OF THE
 BH0866'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE U.S. HIGHWAY
 BH0866'90 BRIDGE OVER BILOXI BAY, 39 FEET EAST-SOUTHEAST OF CYCLONE FENCE, 15
 BH0866'FEET NORTHWEST OF ANGLE IN SEAWALL, 10.5 FEET SOUTHEAST OF ANGLE IN
 BH0866'SEAWALL, SET IN DRILL HOLE IN TOP OF CONCRETE SEAWALL AND ABOUT 0.5
 BH0866'FOOT BELOW LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7784 ***********************************************************************
 AJ7784  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7784  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ7784  DESIGNATION -  874 5375 E TIDAL
 AJ7784  PID         -  AJ7784
 AJ7784  STATE/COUNTY-  MS/HARRISON
 AJ7784  USGS QUAD   -  GULFPORT NORTH (1994)
 AJ7784
 AJ7784                         *CURRENT SURVEY CONTROL
 AJ7784  ___________________________________________________________________
 AJ7784* NAD 83(2007)-  30 25 51.49452(N)    089 03 11.20891(W)     ADJUSTED  
 AJ7784* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 AJ7784  ___________________________________________________________________
 AJ7784  EPOCH DATE  -        2002.00
 AJ7784  X           -      90,959.694 (meters)                     COMP
 AJ7784  Y           -  -5,503,439.509 (meters)                     COMP
 AJ7784  Z           -   3,211,645.422 (meters)                     COMP
 AJ7784  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ7784  ELLIP HEIGHT-         -25.810 (meters)          (02/10/07) ADJUSTED
 AJ7784  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AJ7784
 AJ7784  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7784  Type    PID    Designation                      North   East  Ellip
 AJ7784  -------------------------------------------------------------------
 AJ7784  NETWORK AJ7784 874 5375 E TIDAL                  0.76   0.82   3.23
 AJ7784  -------------------------------------------------------------------
 AJ7784
 AJ7784.The horizontal coordinates were established by GPS observations
 AJ7784.and adjusted by the National Geodetic Survey in February 2007.
 AJ7784
 AJ7784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7784.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7784.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7784.The epoch date for horizontal control is a decimal equivalence
 AJ7784.of Year/Month/Day.
 AJ7784
 AJ7784.The orthometric height was determined by GPS observations and a
 AJ7784.high-resolution geoid model.
 AJ7784
 AJ7784.This Tidal Bench Mark is designated as VM 10376
 AJ7784.by the Center for Operational Oceanographic Products and Services.
 AJ7784
 AJ7784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7784
 AJ7784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7784
 AJ7784.The ellipsoidal height was determined by GPS observations
 AJ7784.and is referenced to NAD 83.
 AJ7784
 AJ7784.The geoid height was determined by GEOID03.
 AJ7784
 AJ7784;                    North         East     Units Scale Factor Converg.
 AJ7784;SPC MS E     -   103,215.196   278,887.478   MT  0.99995550   -0 06 40.7
 AJ7784;SPC MS E     -   338,631.86    914,983.33   sFT  0.99995550   -0 06 40.7
 AJ7784;UTM  16      - 3,368,331.806   302,822.457   MT  1.00007966   -1 02 24.9
 AJ7784
 AJ7784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7784!SPC MS E     -   1.00000405  x   0.99995550  =   0.99995955
 AJ7784!UTM  16      -   1.00000405  x   1.00007966  =   1.00008371
 AJ7784
 AJ7784                          SUPERSEDED SURVEY CONTROL
 AJ7784
 AJ7784  ELLIP H (04/15/02)  -25.805  (m)                       GP(       ) 4 2
 AJ7784  NAD 83(1993)-  30 25 51.49440(N)    089 03 11.20888(W) AD(       ) B
 AJ7784  ELLIP H (02/15/02)  -25.806  (m)                       GP(       ) 4 1
 AJ7784
 AJ7784.Superseded values are not recommended for survey control.
 AJ7784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7784.See file dsdata.txt to determine how the superseded data were derived.
 AJ7784
 AJ7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0282268332(NAD 83)
 AJ7784_MARKER: DJ = TIDAL STATION DISK
 AJ7784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7784_STAMPING: 5375E 1979
 AJ7784_MARK LOGO: NOS   
 AJ7784_PROJECTION: RECESSED 9 CENTIMETERS
 AJ7784_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7784+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ7784_ROD/PIPE-DEPTH: 18.3 meters
 AJ7784
 AJ7784  HISTORY     - Date     Condition        Report By
 AJ7784  HISTORY     - 1979     MONUMENTED       NOS
 AJ7784  HISTORY     - 20000901 GOOD             NGS
 AJ7784
 AJ7784                          STATION DESCRIPTION
 AJ7784
 AJ7784'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7784'THE STATION IS NORTHEAST OF GULFPORT, MS, AND SOUTH OF I-10.  THE
 AJ7784'STATION MARK IS IN THE NORTHEAST CORNER OF THE HALTER MARINE GULFPORT
 AJ7784'PROPERTY, 178 FT (54.3 M) ENE OF THE NE CORNER OF THE MAIN PLANT
 AJ7784'BUILDING, 1.5 FT (0.5 M) SW OF A 6 FT (1.8 M) CHAIN LINK FENCE POST
 AJ7784'(NEXT POST SOUTH FROM THE FENCE CORNER), BY A STEEL WITNESS SIGN
 AJ7784'ATTACHED TO THE FENCE, AND 0.3 FT (9.1 CM) BELOW GROUND LEVEL.  THE
 AJ7784'MARK IS AN NOS TIDE GAGE BM DISK WITH A DATUM POINT PUNCHED AT THE
 AJ7784'CENTER.  TO REACH THE STATION FROM THE INTERSECTION OF US HWYS 90 AND
 AJ7784'49 IN GULFPORT, DRIVE NORTH ON US 49 FOR 4.3 MILES (6.9 KM) TO
 AJ7784'CREOSOTE ROAD.  TURN RIGHT (EAST) ON CREOSOTE ROAD AND CONTINUE 0.3
 AJ7784'MILE (0.5 KM) TO THREE RIVERS ROAD, THEN NORTH ON THREE RIVERS ROAD
 AJ7784'0.4 MILE (0.6 KM) TO SEAWAY ROAD.  DRIVE EAST ON SEAWAY ROAD FOR 1.9
 AJ7784'MILES (3.1 KM) TO THE ENTRANCE TO THE HALTER MARINE PLANT.  DRIVE
 AJ7784'AROUND THE OFFICE BUILDING AND TOWARD THE PLANT ENTRANCE BEHIND. STOP
 AJ7784'TO CONFER WITH THE GUARD AT THE GATE.  THEN DRIVE THROUGH THE GATE AND
 AJ7784'TURN IMMEDIATELY LEFT, PASS IN FRONT (NORTH) OF THE LARGE PLANT
 AJ7784'BUILDING TO THE BOUNDARY FENCE ON THE EAST AND THE STAITON STRAIGHT
 AJ7784'AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0867 ***********************************************************************
 BH0867  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0867  DESIGNATION -  874 5557 TIDAL 1
 BH0867  PID         -  BH0867
 BH0867  STATE/COUNTY-  MS/HARRISON
 BH0867  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0867
 BH0867                         *CURRENT SURVEY CONTROL
 BH0867  ___________________________________________________________________
 BH0867* NAD 83(1986)-  30 21 53.     (N)    089 05 10.     (W)     SCALED    
 BH0867* NAVD 88     -         2.401  (meters)       7.88   (feet)  ADJUSTED  
 BH0867  ___________________________________________________________________
 BH0867  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BH0867  DYNAMIC HT  -           2.397 (meters)       7.86  (feet)  COMP
 BH0867  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0867
 BH0867  VERT ORDER  -  FIRST     CLASS I
 BH0867
 BH0867.The horizontal coordinates were scaled from a topographic map and have
 BH0867.an estimated accuracy of +/- 6 seconds.
 BH0867
 BH0867.The orthometric height was determined by differential leveling
 BH0867.and adjusted in June 1991.
 BH0867
 BH0867.This Tidal Bench Mark is designated as VM 10377
 BH0867.by the Center for Operational Oceanographic Products and Services.
 BH0867
 BH0867.The geoid height was determined by GEOID03.
 BH0867
 BH0867.The dynamic height is computed by dividing the NAVD 88
 BH0867.geopotential number by the normal gravity value computed on the
 BH0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0867.degrees latitude (g = 980.6199 gals.).
 BH0867
 BH0867.The modeled gravity was interpolated from observed gravity values.
 BH0867
 BH0867;                    North         East    Units  Estimated Accuracy
 BH0867;SPC MS E     -    95,880.      275,700.      MT  (+/- 180 meters Scaled)
 BH0867
 BH0867                          SUPERSEDED SURVEY CONTROL
 BH0867
 BH0867  NGVD 29 (??/??/??)    2.363  (m)            7.75   (f) ADJUSTED    1 1
 BH0867
 BH0867.Superseded values are not recommended for survey control.
 BH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0867.See file dsdata.txt to determine how the superseded data were derived.
 BH0867
 BH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU995610(NAD 83)
 BH0867_MARKER: DJ = TIDAL STATION DISK
 BH0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0867_SP_SET: SEA WALL
 BH0867_STAMPING: NO 1 1969
 BH0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0867+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0867
 BH0867  HISTORY     - Date     Condition        Report By
 BH0867  HISTORY     - 1969     MONUMENTED       CGS
 BH0867  HISTORY     - 1970     GOOD             NGS
 BH0867  HISTORY     - 1976     GOOD             NGS
 BH0867  HISTORY     - 19880803 GOOD             USPSQD
 BH0867  HISTORY     - 20050803 GOOD             NGS
 BH0867
 BH0867                          STATION DESCRIPTION
 BH0867
 BH0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0867'1.0 MI SE FROM GULFPORT.
 BH0867'ABOUT 0.55 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0867'THE UNION STATION AT GULFPORT, THENCE 0.25 MILE SOUTH ALONG 20TH
 BH0867'AVENUE, THENCE 0.2 MILE SOUTH ALONG A STREET ON THE EAST SIDE OF THE
 BH0867'CITY OF GULFPORT MARINA, 16 1/2 FEET WEST OF THE CENTER LINE OF THE
 BH0867'STREET, SET IN THE TOP OF THE CONCRETE SEAWALL, 8.0 FEET SOUTH OF THE
 BH0867'SOUTH SIDE OF THE ENTRANCE TO PIER NUMBER 2, 2.6 FEET BELOW THE TOP OF
 BH0867'A RETAINING WALL ON THE TOP OF THE SEAWALL, 131.0 FEET SOUTHWEST AND
 BH0867'ACROSS THE STREET FROM TIDAL BM 2 1969, AND ABOUT 1/2 FOOT ABOVE THE
 BH0867'LEVEL OF THE STREET.
 BH0867
 BH0867                          STATION RECOVERY (1976)
 BH0867
 BH0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0867'RECOVERED IN GOOD CONDITION.
 BH0867
 BH0867                          STATION RECOVERY (1988)
 BH0867
 BH0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0867'RECOVERED IN GOOD CONDITION.
 BH0867
 BH0867                          STATION RECOVERY (2005)
 BH0867
 BH0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0867'N302152.2 W0890510.1
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0865 ***********************************************************************
 BH0865  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0865  DESIGNATION -  874 5557 TIDAL 2
 BH0865  PID         -  BH0865
 BH0865  STATE/COUNTY-  MS/HARRISON
 BH0865  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0865
 BH0865                         *CURRENT SURVEY CONTROL
 BH0865  ___________________________________________________________________
 BH0865* NAD 83(1986)-  30 21 53.     (N)    089 05 09.     (W)     SCALED    
 BH0865* NAVD 88     -         2.137  (meters)       7.01   (feet)  ADJUSTED  
 BH0865  ___________________________________________________________________
 BH0865  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BH0865  DYNAMIC HT  -           2.134 (meters)       7.00  (feet)  COMP
 BH0865  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0865
 BH0865  VERT ORDER  -  FIRST     CLASS I
 BH0865
 BH0865.The horizontal coordinates were scaled from a topographic map and have
 BH0865.an estimated accuracy of +/- 6 seconds.
 BH0865
 BH0865.The orthometric height was determined by differential leveling
 BH0865.and adjusted in June 1991.
 BH0865
 BH0865.This Tidal Bench Mark is designated as VM 10378
 BH0865.by the Center for Operational Oceanographic Products and Services.
 BH0865
 BH0865.The geoid height was determined by GEOID03.
 BH0865
 BH0865.The dynamic height is computed by dividing the NAVD 88
 BH0865.geopotential number by the normal gravity value computed on the
 BH0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0865.degrees latitude (g = 980.6199 gals.).
 BH0865
 BH0865.The modeled gravity was interpolated from observed gravity values.
 BH0865
 BH0865;                    North         East    Units  Estimated Accuracy
 BH0865;SPC MS E     -    95,880.      275,730.      MT  (+/- 180 meters Scaled)
 BH0865
 BH0865                          SUPERSEDED SURVEY CONTROL
 BH0865
 BH0865  NGVD 29 (??/??/??)    2.099  (m)            6.89   (f) ADJUSTED    1 1
 BH0865
 BH0865.Superseded values are not recommended for survey control.
 BH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0865.See file dsdata.txt to determine how the superseded data were derived.
 BH0865
 BH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU995610(NAD 83)
 BH0865_MARKER: DJ = TIDAL STATION DISK
 BH0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0865_SP_SET: SEA WALL
 BH0865_STAMPING: NO 2 1969
 BH0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0865+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0865
 BH0865  HISTORY     - Date     Condition        Report By
 BH0865  HISTORY     - 1969     MONUMENTED       CGS
 BH0865  HISTORY     - 1970     GOOD             NGS
 BH0865  HISTORY     - 1976     GOOD             NGS
 BH0865  HISTORY     - 19880803 GOOD             USPSQD
 BH0865  HISTORY     - 20050803 GOOD             NGS
 BH0865
 BH0865                          STATION DESCRIPTION
 BH0865
 BH0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0865'1.0 MI SE FROM GULFPORT.
 BH0865'ABOUT 0.55 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0865'THE UNION STATION AT GULFPORT, THENCE 0.25 MILE SOUTH ALONG 20TH
 BH0865'AVENUE, THENCE 0.2 MILE SOUTH ALONG A STREET ON THE EAST SIDE OF THE
 BH0865'CITY OF GULFPORT MARINA, 20 1/2 FEET EAST OF THE CENTER LINE OF THE
 BH0865'STREET, SET IN THE TOP OF THE CONCRETE SEAWALL, 120 FEET NORTHEAST AND
 BH0865'ACROSS THE STREET FROM THE CENTER OF THE ENTRANCE TO PIER NUMBER 1,
 BH0865'244.4 FEET SOUTH OF TIDAL BM 3 1969, 131.0 FEET NORTHEAST AND ACROSS
 BH0865'THE STREET FROM TIDAL BM 1 1969, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 BH0865'THE STREET.
 BH0865
 BH0865                          STATION RECOVERY (1976)
 BH0865
 BH0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0865'RECOVERED IN GOOD CONDITION.
 BH0865
 BH0865                          STATION RECOVERY (1988)
 BH0865
 BH0865'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0865'RECOVERED IN GOOD CONDITION.
 BH0865
 BH0865                          STATION RECOVERY (2005)
 BH0865
 BH0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0865'N302153.5 W0890509.6
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0864 ***********************************************************************
 BH0864  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0864  DESIGNATION -  874 5557 TIDAL 3
 BH0864  PID         -  BH0864
 BH0864  STATE/COUNTY-  MS/HARRISON
 BH0864  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0864
 BH0864                         *CURRENT SURVEY CONTROL
 BH0864  ___________________________________________________________________
 BH0864* NAD 83(1986)-  30 21 54.     (N)    089 05 09.     (W)     SCALED    
 BH0864* NAVD 88     -         2.132  (meters)       6.99   (feet)  ADJUSTED  
 BH0864  ___________________________________________________________________
 BH0864  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BH0864  DYNAMIC HT  -           2.129 (meters)       6.98  (feet)  COMP
 BH0864  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0864
 BH0864  VERT ORDER  -  FIRST     CLASS I
 BH0864
 BH0864.The horizontal coordinates were scaled from a topographic map and have
 BH0864.an estimated accuracy of +/- 6 seconds.
 BH0864
 BH0864.The orthometric height was determined by differential leveling
 BH0864.and adjusted in June 1991.
 BH0864
 BH0864.This Tidal Bench Mark is designated as VM 10379
 BH0864.by the Center for Operational Oceanographic Products and Services.
 BH0864
 BH0864.The geoid height was determined by GEOID03.
 BH0864
 BH0864.The dynamic height is computed by dividing the NAVD 88
 BH0864.geopotential number by the normal gravity value computed on the
 BH0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0864.degrees latitude (g = 980.6199 gals.).
 BH0864
 BH0864.The modeled gravity was interpolated from observed gravity values.
 BH0864
 BH0864;                    North         East    Units  Estimated Accuracy
 BH0864;SPC MS E     -    95,910.      275,730.      MT  (+/- 180 meters Scaled)
 BH0864
 BH0864                          SUPERSEDED SURVEY CONTROL
 BH0864
 BH0864  NGVD 29 (??/??/??)    2.094  (m)            6.87   (f) ADJUSTED    1 1
 BH0864
 BH0864.Superseded values are not recommended for survey control.
 BH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0864.See file dsdata.txt to determine how the superseded data were derived.
 BH0864
 BH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU995610(NAD 83)
 BH0864_MARKER: DJ = TIDAL STATION DISK
 BH0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0864_SP_SET: SEA WALL
 BH0864_STAMPING: NO 3 1969
 BH0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0864+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0864
 BH0864  HISTORY     - Date     Condition        Report By
 BH0864  HISTORY     - 1969     MONUMENTED       CGS
 BH0864  HISTORY     - 1970     GOOD             NGS
 BH0864  HISTORY     - 1976     GOOD             NGS
 BH0864  HISTORY     - 19880803 GOOD             USPSQD
 BH0864  HISTORY     - 20050803 GOOD             NGS
 BH0864
 BH0864                          STATION DESCRIPTION
 BH0864
 BH0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0864'0.95 MI SE FROM GULFPORT.
 BH0864'ABOUT 0.55 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0864'THE UNION STATION AT GULFPORT, THENCE 0.25 MILE SOUTH ALONG 20TH
 BH0864'AVENUE, THENCE 0.15 MILE SOUTH ALONG A STREET ON THE EAST SIDE OF THE
 BH0864'CITY OF GULFPORT MARINA, 20 1/2 FEET EAST OF THE CENTER LINE OF THE
 BH0864'STREET,, SET IN THE TOP OF THE CONCRETE SEAWALL ON THE EAST SIDE OF
 BH0864'THE STREET, 74.7 FEET SOUTHEAST AND ACROSS THE STREET FROM THE NORTH
 BH0864'END OF THE SEAWALL, 244.4 FEET NORTH OF TIDAL BM 2 1969, AND ABOUT 1/2
 BH0864'FOOT ABOVE THE LEVEL OF THE STREET.  NOTE-- THIS MARK IS ALSO 0.2 MILE
 BH0864'SOUTH ALONG THE STREET ON THE EAST ON THE EAST SIDE OF THE CITY OF
 BH0864'GULFPORT MARINA FROM THE JUNCTION OF 20TH STREET AND U.S. HIGHWAY 90
 BH0864'AT GULFPORT.
 BH0864
 BH0864                          STATION RECOVERY (1976)
 BH0864
 BH0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0864'RECOVERED IN GOOD CONDITION.
 BH0864
 BH0864                          STATION RECOVERY (1988)
 BH0864
 BH0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0864'RECOVERED IN GOOD CONDITION.
 BH0864
 BH0864                          STATION RECOVERY (2005)
 BH0864
 BH0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0864'N302155.9 W0890509.6
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AB7179 ***********************************************************************
 AB7179  TIDAL BM    -  This is a Tidal Bench Mark.
 AB7179  DESIGNATION -  874 7437 E TIDAL
 AB7179  PID         -  AB7179
 AB7179  STATE/COUNTY-  MS/HANCOCK
 AB7179  USGS QUAD   -  BAY ST LOUIS (1993)
 AB7179
 AB7179                         *CURRENT SURVEY CONTROL
 AB7179  ___________________________________________________________________
 AB7179* NAD 83(2007)-  30 19 27.46382(N)    089 19 36.65270(W)     ADJUSTED  
 AB7179* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AB7179  ___________________________________________________________________
 AB7179  EPOCH DATE  -        2002.00
 AB7179  X           -      64,735.961 (meters)                     COMP
 AB7179  Y           -  -5,509,790.568 (meters)                     COMP
 AB7179  Z           -   3,201,442.804 (meters)                     COMP
 AB7179  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AB7179  ELLIP HEIGHT-         -26.476 (meters)          (02/10/07) ADJUSTED
 AB7179  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AB7179
 AB7179  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB7179  Type    PID    Designation                      North   East  Ellip
 AB7179  -------------------------------------------------------------------
 AB7179  NETWORK AB7179 874 7437 E TIDAL                  0.29   0.31   0.96
 AB7179  -------------------------------------------------------------------
 AB7179
 AB7179.The horizontal coordinates were established by GPS observations
 AB7179.and adjusted by the National Geodetic Survey in February 2007.
 AB7179
 AB7179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7179.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7179.The horizontal coordinates are valid at the epoch date displayed above.
 AB7179.The epoch date for horizontal control is a decimal equivalence
 AB7179.of Year/Month/Day.
 AB7179
 AB7179.The orthometric height was determined by GPS observations and a
 AB7179.high-resolution geoid model.
 AB7179
 AB7179.This Tidal Bench Mark is designated as VM 1808
 AB7179.by the Center for Operational Oceanographic Products and Services.
 AB7179
 AB7179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7179
 AB7179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7179
 AB7179.The ellipsoidal height was determined by GPS observations
 AB7179.and is referenced to NAD 83.
 AB7179
 AB7179.The geoid height was determined by GEOID03.
 AB7179
 AB7179;                    North         East     Units Scale Factor Converg.
 AB7179;SPC MS E     -    91,472.590   252,540.276   MT  0.99997778   -0 14 57.0
 AB7179;SPC MS E     -   300,106.32    828,542.56   sFT  0.99997778   -0 14 57.0
 AB7179;UTM  16      - 3,357,015.177   276,283.796   MT  1.00021749   -1 10 31.1
 AB7179
 AB7179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7179!SPC MS E     -   1.00000416  x   0.99997778  =   0.99998194
 AB7179!UTM  16      -   1.00000416  x   1.00021749  =   1.00022165
 AB7179
 AB7179                          SUPERSEDED SURVEY CONTROL
 AB7179
 AB7179  ELLIP H (02/20/02)  -26.455  (m)                       GP(       ) 4 1
 AB7179  NAD 83(1993)-  30 19 27.46371(N)    089 19 36.65315(W) AD(       ) 1
 AB7179  ELLIP H (10/01/96)  -26.473  (m)                       GP(       ) 1 2
 AB7179
 AB7179.Superseded values are not recommended for survey control.
 AB7179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7179.See file dsdata.txt to determine how the superseded data were derived.
 AB7179
 AB7179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7628457015(NAD 83)
 AB7179_MARKER: DJ = TIDAL STATION DISK
 AB7179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7179_STAMPING: 874 7437 E 1991
 AB7179_MARK LOGO: NOS   
 AB7179_PROJECTION: RECESSED 2 CENTIMETERS
 AB7179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7179+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB7179_ROD/PIPE-DEPTH: 20   meters
 AB7179
 AB7179  HISTORY     - Date     Condition        Report By
 AB7179  HISTORY     - 1991     MONUMENTED       NOS
 AB7179
 AB7179                          STATION DESCRIPTION
 AB7179
 AB7179'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AB7179'THE STATION IS LOCATED AT THE BAY WAVELAND YACHT CLUB NEAR U.S.  90.
 AB7179'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 90 AND
 AB7179'NORTH BEACH BLVD AT THE WEST END OF THE U.S.  90 BRIIDGE OVER ST.
 AB7179'LOUIS BAY, PROCEED 0.4 MI (0.6 KM) NORTH ON NORTH BEACH BLVD.  TO BAY
 AB7179'WAVELAND YACHT CLUB AND THE STATION NEAR THE PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0937 ***********************************************************************
 BH0937  HT_MOD      -  This is a Height Modernization Survey Station.
 BH0937  CBN         -  This is a Cooperative Base Network Control Station.
 BH0937  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0937  DESIGNATION -  874 7437 TIDAL 1
 BH0937  PID         -  BH0937
 BH0937  STATE/COUNTY-  MS/HANCOCK
 BH0937  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0937
 BH0937                         *CURRENT SURVEY CONTROL
 BH0937  ___________________________________________________________________
 BH0937* NAD 83(2007)-  30 19 26.02804(N)    089 19 38.73164(W)     ADJUSTED  
 BH0937* NAVD 88     -         1.60   (meters)       5.2    (feet)  GPS OBS   
 BH0937  ___________________________________________________________________
 BH0937  EPOCH DATE  -        2002.00
 BH0937  X           -      64,680.696 (meters)                     COMP
 BH0937  Y           -  -5,509,814.016 (meters)                     COMP
 BH0937  Z           -   3,201,404.918 (meters)                     COMP
 BH0937  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 BH0937  ELLIP HEIGHT-         -25.926 (meters)          (02/10/07) ADJUSTED
 BH0937  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH0937
 BH0937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH0937  Type    PID    Designation                      North   East  Ellip
 BH0937  -------------------------------------------------------------------
 BH0937  NETWORK BH0937 874 7437 TIDAL 1                  0.71   0.73   2.84
 BH0937  -------------------------------------------------------------------
 BH0937
 BH0937.The horizontal coordinates were established by GPS observations
 BH0937.and adjusted by the National Geodetic Survey in February 2007.
 BH0937
 BH0937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH0937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH0937.The horizontal coordinates are valid at the epoch date displayed above.
 BH0937.The epoch date for horizontal control is a decimal equivalence
 BH0937.of Year/Month/Day.
 BH0937
 BH0937.The orthometric height was determined by GPS observations and a
 BH0937.high-resolution geoid model.
 BH0937.The orthometric height was determined by GPS observations and a
 BH0937.high-resolution geoid model using precise GPS observation and
 BH0937.processing techniques. It supersedes the leveled height previously
 BH0937.determined for this station.
 BH0937
 BH0937.This Tidal Bench Mark is designated as VM 798
 BH0937.by the Center for Operational Oceanographic Products and Services.
 BH0937
 BH0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0937
 BH0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0937
 BH0937.The ellipsoidal height was determined by GPS observations
 BH0937.and is referenced to NAD 83.
 BH0937
 BH0937.The geoid height was determined by GEOID03.
 BH0937
 BH0937;                    North         East     Units Scale Factor Converg.
 BH0937;SPC MS E     -    91,428.620   252,484.548   MT  0.99997784   -0 14 58.1
 BH0937;SPC MS E     -   299,962.06    828,359.72   sFT  0.99997784   -0 14 58.1
 BH0937;UTM  16      - 3,356,972.103   276,227.351   MT  1.00021780   -1 10 32.1
 BH0937
 BH0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0937!SPC MS E     -   1.00000407  x   0.99997784  =   0.99998191
 BH0937!UTM  16      -   1.00000407  x   1.00021780  =   1.00022187
 BH0937
 BH0937                          SUPERSEDED SURVEY CONTROL
 BH0937
 BH0937  ELLIP H (04/11/06)  -25.963  (m)                       GP(       ) 4 2
 BH0937  ELLIP H (04/15/02)  -25.920  (m)                       GP(       ) 4 2
 BH0937  NAD 83(1993)-  30 19 26.02790(N)    089 19 38.73164(W) AD(       ) B
 BH0937  ELLIP H (02/15/02)  -25.924  (m)                       GP(       ) 4 1
 BH0937  NAVD 88 (06/15/91)    1.652  (m)            5.42   (f) ADJUSTED    1 1
 BH0937  NGVD 29 (??/??/??)    1.608  (m)            5.28   (f) ADJUSTED    1 1
 BH0937
 BH0937.Superseded values are not recommended for survey control.
 BH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0937.See file dsdata.txt to determine how the superseded data were derived.
 BH0937
 BH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7622756972(NAD 83)
 BH0937_MARKER: DJ = TIDAL STATION DISK
 BH0937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH0937_SP_SET: SET IN THE TOP OF A LOW CONCRETE
 BH0937_STAMPING: NO.1 MS-04 1968
 BH0937_MARK LOGO: CGS   
 BH0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0937+STABILITY: SURFACE MOTION
 BH0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0937+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BH0937
 BH0937  HISTORY     - Date     Condition        Report By
 BH0937  HISTORY     - 1968     MONUMENTED       CGS
 BH0937  HISTORY     - 1969     GOOD             CGS
 BH0937  HISTORY     - 1976     GOOD             USPSQD
 BH0937  HISTORY     - 1976     GOOD             NGS
 BH0937  HISTORY     - 20000901 GOOD             NGS
 BH0937  HISTORY     - 20060306 GOOD             3001
 BH0937
 BH0937                          STATION DESCRIPTION
 BH0937
 BH0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0937'0.4 MI NW FROM BAY ST LOUIS.
 BH0937'ABOUT 0.05 MILE WEST ALONG U. S. HIGHWAY 90 FROM THE WEST END OF THE
 BH0937'BRIDGE OVER ST LOUIS BAY, THENCE 0.35 MILE NORTHWEST ALONG NORTH BEACH
 BH0937'BLVD, NEAR THE ENTRANCE TO THE BAY WAVELAND YACHT CLUB, SET IN THE TOP
 BH0937'OF A CONCRETE SEA WALL, 39 FEET NORTHWEST OF THE CENTER OF THE
 BH0937'ENTRANCE TO THE CLUB, 28 FEET NORTHWEST OF THE NORTHWEST STEEL GATE
 BH0937'POST AT ENTRANCE TO YATCH CLUB, 18 FEET NORTHEAST OF THE CENTER LINE
 BH0937'OF THE BLVD, 336 FEET NORTHWEST OF TIDAL BM 2 (1968) DESCRIBED AND
 BH0937'ABOUT LEVEL WITH THE BLVD.
 BH0937
 BH0937                          STATION RECOVERY (1976)
 BH0937
 BH0937'RECOVERY NOTE BY US POWER SQUADRON 1976 (WE)
 BH0937'RECOVERED IN GOOD CONDITION.
 BH0937
 BH0937                          STATION RECOVERY (1976)
 BH0937
 BH0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0937'RECOVERED IN GOOD CONDITION.
 BH0937
 BH0937                          STATION RECOVERY (2000)
 BH0937
 BH0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0937'STATION IS LOCATED ON THE NORTHEAST SIDE OF BAY ST. LOUIS, MS, NEAR
 BH0937'THE SHORE OF ST. LOUIS BAY.  THE STATION MARK IS SET IN THE TOP OF THE
 BH0937'LOW CONCRETE SEA WALL AT THE ENTRANCE OF THE BAY WAVELAND YACHT CLUB,
 BH0937'39 FT (11.9 M) NW OF THE CENTER OF THE ENTRANCE DRIVE, 28 FT (8.5 M)
 BH0937'NW OF THE NW STEEL GATE POST, AND 18 FT (5.5 M) NE OF THE CENTERLINE
 BH0937'OF NORTH BEACH BLVD.  TO REACH FROM THE INTERSECTION OF US HWY 90 AND
 BH0937'NORTH BEACH BLVD. AT THE EAST EDGE OF BAY ST. LOUIS (AND THE WEST END
 BH0937'OF THE US 90 BRIDGE OVER ST. LOUIS BAY), DRIVE NORTH ON NORTH BEACH
 BH0937'BLVD. 0.4 MI (0.6 KM) TO THE YACHT CLUB AND THE MARK ON THE RIGHT.
 BH0937
 BH0937                          STATION RECOVERY (2006)
 BH0937
 BH0937'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH0937'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF BAY ST.  LOUIS,
 BH0937'MISSISSIPPI, ON THE WEST SIDE OF THE U.S. 90 BRIDGE OVER ST.  LOUIS
 BH0937'BAY.  OWNERSHIP - UNKNOWN   TO REACH THE STATION FROM THE INTERSECTION
 BH0937'OF HIGHWAY 90 AND NORTH BEACH BLVD., DRIVE NORTH ON NORTH BEACH BLVD.
 BH0937'0.4 MI (0.64 KM) TO THE YACHT CLUB AND THE MARK ON THE RIGHT.  THE
 BH0937'STATION IS A BRASS DISK SET IN THE TOP OF A LOW CONCRETE SEAWALL AT
 BH0937'THE ENTRANCE OF THE BAY WAVELAND YACHT CLUB, 39 FT (11.9 M) NORTHWEST
 BH0937'OF THE YACHT CLUB ENTRANCE DRIVE CENTERLINE, 28 FT (8.5 M) NORTHWEST
 BH0937'OF THE NORTHWEST STEEL GATE POST, AND 18 FT (5.5 M) NORTHEAST OF THE
 BH0937'NORTH BEACH BLVD.  CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0938 ***********************************************************************
 BH0938  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0938  DESIGNATION -  874 7437 TIDAL 1 1970
 BH0938  PID         -  BH0938
 BH0938  STATE/COUNTY-  MS/HANCOCK
 BH0938  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0938
 BH0938                         *CURRENT SURVEY CONTROL
 BH0938  ___________________________________________________________________
 BH0938* NAD 83(1986)-  30 19 30.     (N)    089 19 34.     (W)     SCALED    
 BH0938* NAVD 88     -         1.255  (meters)       4.12   (feet)  ADJUSTED  
 BH0938  ___________________________________________________________________
 BH0938  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BH0938  DYNAMIC HT  -           1.253 (meters)       4.11  (feet)  COMP
 BH0938  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BH0938
 BH0938  VERT ORDER  -  FIRST     CLASS I
 BH0938
 BH0938.The horizontal coordinates were scaled from a topographic map and have
 BH0938.an estimated accuracy of +/- 6 seconds.
 BH0938
 BH0938.The orthometric height was determined by differential leveling
 BH0938.and adjusted in June 1991.
 BH0938
 BH0938.This Tidal Bench Mark is designated as VM 800
 BH0938.by the Center for Operational Oceanographic Products and Services.
 BH0938
 BH0938.The geoid height was determined by GEOID03.
 BH0938
 BH0938.The dynamic height is computed by dividing the NAVD 88
 BH0938.geopotential number by the normal gravity value computed on the
 BH0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0938.degrees latitude (g = 980.6199 gals.).
 BH0938
 BH0938.The modeled gravity was interpolated from observed gravity values.
 BH0938
 BH0938;                    North         East    Units  Estimated Accuracy
 BH0938;SPC MS E     -    91,550.      252,610.      MT  (+/- 180 meters Scaled)
 BH0938
 BH0938                          SUPERSEDED SURVEY CONTROL
 BH0938
 BH0938  NGVD 29 (??/??/??)    1.211  (m)            3.97   (f) ADJUSTED    1 1
 BH0938
 BH0938.Superseded values are not recommended for survey control.
 BH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0938.See file dsdata.txt to determine how the superseded data were derived.
 BH0938
 BH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU763570(NAD 83)
 BH0938_MARKER: DJ = TIDAL STATION DISK
 BH0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0938_SP_SET: FOUNDATION
 BH0938_STAMPING: NO 1 1970
 BH0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0938
 BH0938  HISTORY     - Date     Condition        Report By
 BH0938  HISTORY     - 1970     MONUMENTED       NGS
 BH0938  HISTORY     - 1976     GOOD             NGS
 BH0938  HISTORY     - 20050708 MARK NOT FOUND   NGS
 BH0938
 BH0938                          STATION DESCRIPTION
 BH0938
 BH0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0938'0.5 MI NW FROM BAY ST  LOUIS.
 BH0938'ABOUT 0.05 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE
 BH0938'HIGHWAY BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS, THENCE 0.35 MILE
 BH0938'NORTHWEST ALONG NORTH BEACH BOULEVARD, THENCE 0.1 MILE NORTHEAST ALONG
 BH0938'A DRIVEWAY TO THE WAVELAND YACHT CLUB, 105.5 FEET SOUTHWEST OF THE
 BH0938'WEST CORNER OF THE YACHT CLUB BUILDING, SET IN THE TOP OF THE EAST
 BH0938'CORNER OF A 3- X 3-FOOT CONCRETE FOUNDATION FOR A SIGN POST, 21.0 FEET
 BH0938'SOUTHEAST OF THE SOUTHEAST SIDE OF A FUEL PIER, 3.5 FEET
 BH0938'SOUTH-SOUTHWEST OF THE CENTER OF A 6-INCH PIPE WHICH IS USED FOR
 BH0938'FILLING A FUEL STORAGE TANK, 28.0 FEET SOUTHEAST OF A TIDAL STAFF, AND
 BH0938'ABOUT LEVEL WITH THE GROUND.  SECTION 20, T 8S, R 13W.  NOTE-- THIS
 BH0938'MARK WAS SET BY THE TIDAL PARTY.  IT IS BELIEVED IT SHOULD HAVE BEEN
 BH0938'DESIGNATED TIDAL BM 3 SINCE TIDAL BMS 1 AND 2 WERE RECOVERED AT THIS
 BH0938'LOCATION.
 BH0938
 BH0938                          STATION RECOVERY (1976)
 BH0938
 BH0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0938'RECOVERED IN GOOD CONDITION.
 BH0938
 BH0938                          STATION RECOVERY (2005)
 BH0938
 BH0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0936 ***********************************************************************
 BH0936  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0936  DESIGNATION -  874 7437 TIDAL 2
 BH0936  PID         -  BH0936
 BH0936  STATE/COUNTY-  MS/HANCOCK
 BH0936  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0936
 BH0936                         *CURRENT SURVEY CONTROL
 BH0936  ___________________________________________________________________
 BH0936* NAD 83(1986)-  30 19 24.     (N)    089 19 35.     (W)     SCALED    
 BH0936* NAVD 88     -         2.402  (meters)       7.88   (feet)  ADJUSTED  
 BH0936  ___________________________________________________________________
 BH0936  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH0936  DYNAMIC HT  -           2.399 (meters)       7.87  (feet)  COMP
 BH0936  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BH0936
 BH0936  VERT ORDER  -  FIRST     CLASS I
 BH0936
 BH0936.The horizontal coordinates were scaled from a topographic map and have
 BH0936.an estimated accuracy of +/- 6 seconds.
 BH0936
 BH0936.The orthometric height was determined by differential leveling
 BH0936.and adjusted in June 1991.
 BH0936
 BH0936.This Tidal Bench Mark is designated as VM 799
 BH0936.by the Center for Operational Oceanographic Products and Services.
 BH0936
 BH0936.The geoid height was determined by GEOID03.
 BH0936
 BH0936.The dynamic height is computed by dividing the NAVD 88
 BH0936.geopotential number by the normal gravity value computed on the
 BH0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0936.degrees latitude (g = 980.6199 gals.).
 BH0936
 BH0936.The modeled gravity was interpolated from observed gravity values.
 BH0936
 BH0936;                    North         East    Units  Estimated Accuracy
 BH0936;SPC MS E     -    91,370.      252,580.      MT  (+/- 180 meters Scaled)
 BH0936
 BH0936                          SUPERSEDED SURVEY CONTROL
 BH0936
 BH0936  NGVD 29 (??/??/??)    2.358  (m)            7.74   (f) ADJUSTED    1 1
 BH0936
 BH0936.Superseded values are not recommended for survey control.
 BH0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0936.See file dsdata.txt to determine how the superseded data were derived.
 BH0936
 BH0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU763569(NAD 83)
 BH0936_MARKER: DJ = TIDAL STATION DISK
 BH0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0936_SP_SET: SEAWALL
 BH0936_STAMPING: NO 2 1968
 BH0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0936+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BH0936
 BH0936  HISTORY     - Date     Condition        Report By
 BH0936  HISTORY     - 1968     MONUMENTED       CGS
 BH0936  HISTORY     - 1969     GOOD             CGS
 BH0936  HISTORY     - 1976     GOOD             NGS
 BH0936  HISTORY     - 19880827 GOOD             USPSQD
 BH0936  HISTORY     - 20050708 GOOD             NGS
 BH0936
 BH0936                          STATION DESCRIPTION
 BH0936
 BH0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0936'0.35 MI NW FROM BAY ST  LOUIS.
 BH0936'ABOUT 0.05 MILE WEST ALONG U. S. HIGHWAY 90 FROM THE WEST END OF THE
 BH0936'BRIDGE OVER ST. LOUIS BAY, THENCE 0.3 MILE NORTHWEST ALONG NORTH BEACH
 BH0936'BLVD, 327 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE BAY
 BH0936'WAVELAND YACHT CLUB, SET ON THE TOP AND 3.2 FEET NORTHWEST OF THE
 BH0936'SOUTHEAST END OF A SEA WALL, 36.3 FEET WEST OF THE SOUTH CORNER OF A
 BH0936'STEEL FENCE AROUND THE YACHT CLUB, 18 FEET NORTHEAST OF THE CENTER
 BH0936'LINE OF THE BLVD, 376 FEET SOUTHEAST OF TIDAL BM 1 (1968) DESCRIBED
 BH0936'AND ABOUT LEVEL WITH THE BLVD.
 BH0936
 BH0936                          STATION RECOVERY (1976)
 BH0936
 BH0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0936'RECOVERED IN GOOD CONDITION.
 BH0936
 BH0936                          STATION RECOVERY (1988)
 BH0936
 BH0936'RECOVERY NOTE BY US POWER SQUADRON 1988 (WE)
 BH0936'RECOVERED IN GOOD CONDITION.
 BH0936
 BH0936                          STATION RECOVERY (2005)
 BH0936
 BH0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0944 ***********************************************************************
 BH0944  DESIGNATION -  874 7438 TIDAL 2
 BH0944  PID         -  BH0944
 BH0944  STATE/COUNTY-  MS/HANCOCK
 BH0944  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0944
 BH0944                         *CURRENT SURVEY CONTROL
 BH0944  ___________________________________________________________________
 BH0944* NAD 83(1986)-  30 18 39.     (N)    089 19 40.     (W)     SCALED    
 BH0944* NAVD 88     -         6.845  (meters)      22.46   (feet)  ADJUSTED  
 BH0944  ___________________________________________________________________
 BH0944  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BH0944  DYNAMIC HT  -           6.836 (meters)      22.43  (feet)  COMP
 BH0944  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 BH0944
 BH0944  VERT ORDER  -  FIRST     CLASS I
 BH0944
 BH0944.The horizontal coordinates were scaled from a topographic map and have
 BH0944.an estimated accuracy of +/- 6 seconds.
 BH0944
 BH0944.The orthometric height was determined by differential leveling
 BH0944.and adjusted in June 1991.
 BH0944
 BH0944.The geoid height was determined by GEOID03.
 BH0944
 BH0944.The dynamic height is computed by dividing the NAVD 88
 BH0944.geopotential number by the normal gravity value computed on the
 BH0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0944.degrees latitude (g = 980.6199 gals.).
 BH0944
 BH0944.The modeled gravity was interpolated from observed gravity values.
 BH0944
 BH0944;                    North         East    Units  Estimated Accuracy
 BH0944;SPC MS E     -    89,980.      252,440.      MT  (+/- 180 meters Scaled)
 BH0944
 BH0944                          SUPERSEDED SURVEY CONTROL
 BH0944
 BH0944  NGVD 29 (??/??/??)    6.800  (m)           22.31   (f) ADJUSTED    1 1
 BH0944
 BH0944.Superseded values are not recommended for survey control.
 BH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0944.See file dsdata.txt to determine how the superseded data were derived.
 BH0944
 BH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU761555(NAD 83)
 BH0944_MARKER: DJ = TIDAL STATION DISK
 BH0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0944_SP_SET: BUILDING
 BH0944_STAMPING: 2 1917
 BH0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0944+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BH0944
 BH0944  HISTORY     - Date     Condition        Report By
 BH0944  HISTORY     - 1917     MONUMENTED       CGS
 BH0944  HISTORY     - 1968     GOOD             CGS
 BH0944  HISTORY     - 1976     GOOD             NGS
 BH0944  HISTORY     - 19880827 GOOD             USPSQD
 BH0944  HISTORY     - 20050708 GOOD             NGS
 BH0944
 BH0944                          STATION DESCRIPTION
 BH0944
 BH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0944'IN BAY ST  LOUIS.
 BH0944'AT BAY ST. LOUIS, AT THE COURTHOUSE, NEAR THE INTERSECTION OF GEX AND
 BH0944'MAIN STREET, SET ON THE TOP AND 4.4 FEET SOUTH OF THE NORTHEAST CORNER
 BH0944'OF THE BOTTOM GRANITE STEP TO NORTH ENTRANCE TO COURTHOUSE, 44.8 FEET
 BH0944'SOUTH OF THE SOUTH CURB OF MAIN STREET, 69 FEET WEST OF THE WEST CURB
 BH0944'OF GEX STREET, AND 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0944
 BH0944                          STATION RECOVERY (1976)
 BH0944
 BH0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0944'RECOVERED IN GOOD CONDITION.
 BH0944
 BH0944                          STATION RECOVERY (1988)
 BH0944
 BH0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (WE)
 BH0944'RECOVERED IN GOOD CONDITION.
 BH0944
 BH0944                          STATION RECOVERY (2005)
 BH0944
 BH0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG9002 ***********************************************************************
 DG9002  DESIGNATION -  874 7766 A TIDAL
 DG9002  PID         -  DG9002
 DG9002  STATE/COUNTY-  MS/HANCOCK
 DG9002  USGS QUAD   -  BAY ST LOUIS (1993)
 DG9002
 DG9002                         *CURRENT SURVEY CONTROL
 DG9002  ___________________________________________________________________
 DG9002* NAD 83(1986)-  30 16 55.     (N)    089 22 00.     (W)     SCALED    
 DG9002* NAVD 88     -         1.618  (meters)       5.31   (feet)  ADJUSTED  
 DG9002  ___________________________________________________________________
 DG9002  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DG9002  DYNAMIC HT  -           1.616 (meters)       5.30  (feet)  COMP
 DG9002  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 DG9002
 DG9002  VERT ORDER  -  SECOND    CLASS I
 DG9002
 DG9002.The horizontal coordinates were scaled from a topographic map and have
 DG9002.an estimated accuracy of +/- 6 seconds.
 DG9002
 DG9002.The orthometric height was determined by differential leveling
 DG9002.and adjusted in July 2008.
 DG9002.No vertical observational check was made to the station.
 DG9002
 DG9002.The geoid height was determined by GEOID03.
 DG9002
 DG9002.The dynamic height is computed by dividing the NAVD 88
 DG9002.geopotential number by the normal gravity value computed on the
 DG9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9002.degrees latitude (g = 980.6199 gals.).
 DG9002
 DG9002.The modeled gravity was interpolated from observed gravity values.
 DG9002
 DG9002;                    North         East    Units  Estimated Accuracy
 DG9002;SPC MS E     -    86,800.      248,690.      MT  (+/- 180 meters Scaled)
 DG9002
 DG9002                          SUPERSEDED SURVEY CONTROL
 DG9002
 DG9002.No superseded survey control is available for this station.
 DG9002
 DG9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU723523(NAD 83)
 DG9002_MARKER: DJ = TIDAL STATION DISK
 DG9002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9002_SP_SET: SIDEWALK
 DG9002_STAMPING: 7766 A 1996
 DG9002_MARK LOGO: NOS   
 DG9002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9002
 DG9002  HISTORY     - Date     Condition        Report By
 DG9002  HISTORY     - 1996     MONUMENTED       NOS
 DG9002
 DG9002                          STATION DESCRIPTION
 DG9002
 DG9002'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (KLD)
 DG9002'ALONG BEACH BOULEVARD NEAR THE WAVELAND MUNICIPAL PIER, THE BENCH MARK
 DG9002'IS SET FLUSH IN THE CONCRETE WALKWAY LEADING TO THE WAVELAND MUNICIPAL
 DG9002'PIER, 33.54 M (110.04 FT) NNW OF THE NW CORNER OF THE PIER ATTENDANT
 DG9002'BUILDING, 5.10 M (16.73 FT) SSW OF THE CENTER OF WATER METER ACCESS
 DG9002'COVER, AND 1.35 M (4.43 FT) (4.4 FT ) NE OF THE CENTERLINE OF A RAMP
 DG9002'LEADING ONTO THE FISHING PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AH8407 ***********************************************************************
 AH8407  TIDAL BM    -  This is a Tidal Bench Mark.
 AH8407  DESIGNATION -  874 7766 B TIDAL
 AH8407  PID         -  AH8407
 AH8407  STATE/COUNTY-  MS/HANCOCK
 AH8407  USGS QUAD   -  BAY ST LOUIS (1993)
 AH8407
 AH8407                         *CURRENT SURVEY CONTROL
 AH8407  ___________________________________________________________________
 AH8407* NAD 83(2007)-  30 16 59.38767(N)    089 22 04.65974(W)     ADJUSTED  
 AH8407* NAVD 88     -         1.482  (meters)       4.86   (feet)  ADJUSTED  
 AH8407  ___________________________________________________________________
 AH8407  EPOCH DATE  -        2002.00
 AH8407  X           -      60,807.734 (meters)                     COMP
 AH8407  Y           -  -5,512,136.757 (meters)                     COMP
 AH8407  Z           -   3,197,506.327 (meters)                     COMP
 AH8407  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AH8407  ELLIP HEIGHT-         -25.906 (meters)          (02/10/07) ADJUSTED
 AH8407  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AH8407  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 AH8407
 AH8407  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH8407  Type    PID    Designation                      North   East  Ellip
 AH8407  -------------------------------------------------------------------
 AH8407  NETWORK AH8407 874 7766 B TIDAL                  0.43   0.37   1.14
 AH8407  -------------------------------------------------------------------
 AH8407  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 AH8407
 AH8407  VERT ORDER  -  SECOND    CLASS I
 AH8407
 AH8407.The horizontal coordinates were established by GPS observations
 AH8407.and adjusted by the National Geodetic Survey in February 2007.
 AH8407
 AH8407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH8407.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH8407.The horizontal coordinates are valid at the epoch date displayed above.
 AH8407.The epoch date for horizontal control is a decimal equivalence
 AH8407.of Year/Month/Day.
 AH8407
 AH8407.The orthometric height was determined by differential leveling
 AH8407.and adjusted in July 2008.
 AH8407.No vertical observational check was made to the station.
 AH8407
 AH8407.This Tidal Bench Mark is designated as VM 13298
 AH8407.by the Center for Operational Oceanographic Products and Services.
 AH8407
 AH8407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8407
 AH8407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8407
 AH8407.The ellipsoidal height was determined by GPS observations
 AH8407.and is referenced to NAD 83.
 AH8407
 AH8407.The geoid height was determined by GEOID03.
 AH8407
 AH8407.The dynamic height is computed by dividing the NAVD 88
 AH8407.geopotential number by the normal gravity value computed on the
 AH8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8407.degrees latitude (g = 980.6199 gals.).
 AH8407
 AH8407.The modeled gravity was interpolated from observed gravity values.
 AH8407
 AH8407;                    North         East     Units Scale Factor Converg.
 AH8407;SPC MS E     -    86,930.808   248,565.040   MT  0.99998263   -0 16 10.6
 AH8407;SPC MS E     -   285,205.49    815,500.47   sFT  0.99998263   -0 16 10.6
 AH8407;UTM  16      - 3,352,537.089   272,234.707   MT  1.00024005   -1 11 40.6
 AH8407
 AH8407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8407!SPC MS E     -   1.00000407  x   0.99998263  =   0.99998670
 AH8407!UTM  16      -   1.00000407  x   1.00024005  =   1.00024412
 AH8407
 AH8407                          SUPERSEDED SURVEY CONTROL
 AH8407
 AH8407  ELLIP H (09/12/01)  -25.909  (m)                       GP(       ) 3 1
 AH8407  NAD 83(1993)-  30 16 59.38758(N)    089 22 04.65933(W) AD(       ) B
 AH8407  ELLIP H (04/06/99)  -25.874  (m)                       GP(       ) 3 1
 AH8407
 AH8407.Superseded values are not recommended for survey control.
 AH8407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8407.See file dsdata.txt to determine how the superseded data were derived.
 AH8407
 AH8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7223552537(NAD 83)
 AH8407_MARKER: DJ = TIDAL STATION DISK
 AH8407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8407_STAMPING: 7766 B 1996
 AH8407_MARK LOGO: NOS   
 AH8407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8407+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 AH8407
 AH8407  HISTORY     - Date     Condition        Report By
 AH8407  HISTORY     - 1996     MONUMENTED       NOS
 AH8407  HISTORY     - 19960220 GOOD             NOS
 AH8407  HISTORY     - 19980217 GOOD             NGS
 AH8407  HISTORY     - 20010430 GOOD             NGS
 AH8407
 AH8407                          STATION DESCRIPTION
 AH8407
 AH8407'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (RJG)
 AH8407'RECOVERED AS DESCRIBED
 AH8407
 AH8407                          STATION RECOVERY (1998)
 AH8407
 AH8407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AH8407'THE STATION IS LOCATED ON THE GULF COAST BEACH, ABOUT 30.0 KM (18.65
 AH8407'MI) WEST-SOUTHWEST OF GULFPORT, 11.0 KM (6.85 MI) SOUTH-SOUTHEAST OF
 AH8407'INTERSTATE HIGHWAY 10 (EXIT 13), NEAR THE SOUTH-SOUTHWEST EDGE OF
 AH8407'WAVELAND, ON THE SOUTHEAST SIDE OF N BEACH BLVD, ON THE SOUTHWEST SIDE
 AH8407'OF THE PAVED ENTRANCE ROAD TO THE GARFIELD MUNICIPAL FISHING PIER,
 AH8407'SOUTH OF THE JUNCTION OF THE ENTRANCE ROAD AND THE FIRST PARKING LOT
 AH8407'ENTRANCE TO THE RIGHT. OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM
 AH8407'THE JUNCTION OF U.S. HIGHWAY 90 (STATE HIGHWAYS 43 AND 603) AND
 AH8407'NICHOLSON AVE, ABOUT 2.0 KM (1.25 MI) NORTH-NORTHWEST OF WAVELAND, GO
 AH8407'SOUTH-SOUTHEAST FOR 2.62 KM (1.60 MI) ON NICHOLSON AVENUE TO THE
 AH8407'JUNCTION OF N BEACH BLVD. TURN RIGHT, SOUTHWEST FOR 1.12 KM (0.70 MI)
 AH8407'ON N BEACH BLVD TO THE JUNCTION OF TERRACE STREET ON THE RIGHT AND THE
 AH8407'GARFIELD MUNICIPAL FISHING PIER ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 AH8407'SOUTHEAST FOR ABOUT 28.0 M (91.9 FT) ON THE ENTRANCE ROAD TO THE
 AH8407'SOUTHEAST CURB OF THE PARKING LOT ENTRANCE AND THE STATION ON THE
 AH8407'RIGHT.  THE DATUM POINT IS THE TOP CENTER OF A SURVEY DISK CRIMPED TO
 AH8407'THE TOP OF A STAINLESS STEEL ROD RECESSED ABOUT 0.2 M (0.7 FT) BELOW
 AH8407'THE GROUND SURFACE AND DRIVEN TO REFUSAL AT A DEPTH OF 9.8 M (32.2
 AH8407'FT), ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AH8407'CONCRETE. LOCATED 28.5 M (93.5 FT) SOUTHEAST OF THE CENTER OF N BEACH
 AH8407'BLVD, 13.95 M (45.77 FT) NORTHEAST OF THE NORTHEAST CURB OF THE
 AH8407'PARKING LOT, 6.0 M (19.7 FT) SOUTHEAST OF THE CENTER OF PARKING LOT
 AH8407'ENTRANCE, 4.2 M (13.8 FT) SOUTHWEST OF THE CENTER OF ENTRANCE ROAD,
 AH8407'1.1 M (3.6 FT) SOUTH-SOUTHEAST OF A METAL LIGHT POLE, 0.3 M (1.0 FT)
 AH8407'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE PIER ENTRANCE ROAD
 AH8407'AND FLUSH WITH GROUND.
 AH8407
 AH8407                          STATION RECOVERY (2001)
 AH8407
 AH8407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AH8407'A TALL STEEL ENTRANCE GATE HAS BEEN ERECTED JUST SOUTH OF THE STATION,
 AH8407'MAKING IT LESS THAN IDEAL FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ5823 ***********************************************************************
 AJ5823  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ5823  DESIGNATION -  874 7766 C TIDAL
 AJ5823  PID         -  AJ5823
 AJ5823  STATE/COUNTY-  MS/HANCOCK
 AJ5823  USGS QUAD   -  BAY ST LOUIS (1993)
 AJ5823
 AJ5823                         *CURRENT SURVEY CONTROL
 AJ5823  ___________________________________________________________________
 AJ5823* NAD 83(2007)-  30 17 02.67789(N)    089 22 02.94448(W)     ADJUSTED  
 AJ5823* NAVD 88     -         1.664  (meters)       5.46   (feet)  ADJUSTED  
 AJ5823  ___________________________________________________________________
 AJ5823  EPOCH DATE  -        2002.00
 AJ5823  X           -      60,853.009 (meters)                     COMP
 AJ5823  Y           -  -5,512,085.322 (meters)                     COMP
 AJ5823  Z           -   3,197,593.912 (meters)                     COMP
 AJ5823  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AJ5823  ELLIP HEIGHT-         -25.720 (meters)          (02/10/07) ADJUSTED
 AJ5823  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ5823  DYNAMIC HT  -           1.662 (meters)       5.45  (feet)  COMP
 AJ5823
 AJ5823  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5823  Type    PID    Designation                      North   East  Ellip
 AJ5823  -------------------------------------------------------------------
 AJ5823  NETWORK AJ5823 874 7766 C TIDAL                  1.41   1.29   2.29
 AJ5823  -------------------------------------------------------------------
 AJ5823  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 AJ5823
 AJ5823  VERT ORDER  -  SECOND    CLASS I
 AJ5823
 AJ5823.The horizontal coordinates were established by GPS observations
 AJ5823.and adjusted by the National Geodetic Survey in February 2007.
 AJ5823
 AJ5823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5823.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5823.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5823.The epoch date for horizontal control is a decimal equivalence
 AJ5823.of Year/Month/Day.
 AJ5823
 AJ5823.The orthometric height was determined by differential leveling
 AJ5823.and adjusted in July 2008.
 AJ5823
 AJ5823.This Tidal Bench Mark is designated as VM 13299
 AJ5823.by the Center for Operational Oceanographic Products and Services.
 AJ5823
 AJ5823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5823
 AJ5823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5823
 AJ5823.The ellipsoidal height was determined by GPS observations
 AJ5823.and is referenced to NAD 83.
 AJ5823
 AJ5823.The geoid height was determined by GEOID03.
 AJ5823
 AJ5823.The dynamic height is computed by dividing the NAVD 88
 AJ5823.geopotential number by the normal gravity value computed on the
 AJ5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5823.degrees latitude (g = 980.6199 gals.).
 AJ5823
 AJ5823.The modeled gravity was interpolated from observed gravity values.
 AJ5823
 AJ5823;                    North         East     Units Scale Factor Converg.
 AJ5823;SPC MS E     -    87,031.907   248,611.356   MT  0.99998257   -0 16 09.7
 AJ5823;SPC MS E     -   285,537.18    815,652.42   sFT  0.99998257   -0 16 09.7
 AJ5823;UTM  16      - 3,352,637.453   272,282.661   MT  1.00023978   -1 11 39.9
 AJ5823
 AJ5823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5823!SPC MS E     -   1.00000404  x   0.99998257  =   0.99998661
 AJ5823!UTM  16      -   1.00000404  x   1.00023978  =   1.00024382
 AJ5823
 AJ5823|---------------------------------------------------------------------|
 AJ5823| PID    Reference Object                     Distance      Geod. Az  |
 AJ5823|                                                           dddmmss.s |
 AJ5823| AJ5822 874 7766 D TIDAL                    161.881 METERS 04548     |
 AJ5823|---------------------------------------------------------------------|
 AJ5823
 AJ5823                          SUPERSEDED SURVEY CONTROL
 AJ5823
 AJ5823  ELLIP H (03/26/02)  -25.716  (m)                       GP(       ) 4 2
 AJ5823  NAD 83(1993)-  30 17 02.67804(N)    089 22 02.94449(W) AD(       ) A
 AJ5823  ELLIP H (09/10/01)  -25.716  (m)                       GP(       ) 4 2
 AJ5823  NAVD 88 (09/10/01)    1.66   (m)            5.4    (f) LEVELING    3  
 AJ5823
 AJ5823.Superseded values are not recommended for survey control.
 AJ5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5823.See file dsdata.txt to determine how the superseded data were derived.
 AJ5823
 AJ5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7228352637(NAD 83)
 AJ5823_MARKER: DJ = TIDAL STATION DISK
 AJ5823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5823_STAMPING: 7766 C 1996
 AJ5823_MARK LOGO: NOS   
 AJ5823_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5823_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ5823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5823+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AJ5823_ROD/PIPE-DEPTH: 11   meters
 AJ5823
 AJ5823  HISTORY     - Date     Condition        Report By
 AJ5823  HISTORY     - 1996     MONUMENTED       NOS
 AJ5823  HISTORY     - 19960220 GOOD             NOS
 AJ5823  HISTORY     - 20010710 GOOD             NGS
 AJ5823
 AJ5823                          STATION DESCRIPTION
 AJ5823
 AJ5823'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (RJG)
 AJ5823'RECOVERED AS DESCRIBED
 AJ5823
 AJ5823                          STATION RECOVERY (2001)
 AJ5823
 AJ5823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AJ5823'STATION 874 7766 C IS LOCATED ON THE MISSISSIPPI GULF COAST AT
 AJ5823'WAVELAND.  TO REACH THE STATION FROM THE INTERSECTION OF US 90,
 AJ5823'ROUTE 43, AND NICHOLSON AVE. IN WAVELAND, DRIVE SOUTHEAST ON
 AJ5823'NICHOLSON AVE. FOR 1.3 MI TO A RAILROAD CROSSING.  CONTINUE ON
 AJ5823'NICHOLSON AVE. FOR 0.4 MI TO THE T INTERSECTION WITH N. BEACH BLVD.
 AJ5823'TURN RIGHT AND PROCEED SOUTHWEST ON N. BEACH BLVD. FOR 0.5 MI TO
 AJ5823'STATION 7766 D, AND CONTINUE FOR ANOTHER 0.1 MI TO STATION 7766 C ON
 AJ5823'THE RIGHT, LANDWARD, SIDE OF N. BEACH BLVD.  THE STATION IS IN THE
 AJ5823'FRONT YARD OF A HOUSE AT 213 BEACH BLVD..  IT IS 11.7 M SOUTH OF THE
 AJ5823'SW PORCH POST OF THE HOUSE, 10.09 M NW OF THE CENTERLINE OF BEACH
 AJ5823'BLVD., 8.3 M SW OF THE CONCRETE DRIVEWAY, AND 1.09 M SE OF A POWER
 AJ5823'POLE WITH TRANSFORMER AND LIGHT.  THE ACCESS COVER MAY BE BURIED
 AJ5823'A FEW CENTIMETERS.
 AJ5823'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ5822 ***********************************************************************
 AJ5822  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ5822  DESIGNATION -  874 7766 D TIDAL
 AJ5822  PID         -  AJ5822
 AJ5822  STATE/COUNTY-  MS/HANCOCK
 AJ5822  USGS QUAD   -  BAY ST LOUIS (1993)
 AJ5822
 AJ5822                         *CURRENT SURVEY CONTROL
 AJ5822  ___________________________________________________________________
 AJ5822* NAD 83(2007)-  30 17 06.34304(N)    089 21 58.60212(W)     ADJUSTED  
 AJ5822* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 AJ5822  ___________________________________________________________________
 AJ5822  EPOCH DATE  -        2002.00
 AJ5822  X           -      60,968.424 (meters)                     COMP
 AJ5822  Y           -  -5,512,027.311 (meters)                     COMP
 AJ5822  Z           -   3,197,691.480 (meters)                     COMP
 AJ5822  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AJ5822  ELLIP HEIGHT-         -25.507 (meters)          (02/10/07) ADJUSTED
 AJ5822  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ5822  DYNAMIC HT  -           1.888 (meters)       6.19  (feet)  COMP
 AJ5822
 AJ5822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5822  Type    PID    Designation                      North   East  Ellip
 AJ5822  -------------------------------------------------------------------
 AJ5822  NETWORK AJ5822 874 7766 D TIDAL                  1.35   1.29   2.29
 AJ5822  -------------------------------------------------------------------
 AJ5822  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 AJ5822
 AJ5822  VERT ORDER  -  SECOND    CLASS I
 AJ5822
 AJ5822.The horizontal coordinates were established by GPS observations
 AJ5822.and adjusted by the National Geodetic Survey in February 2007.
 AJ5822
 AJ5822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5822.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5822.The epoch date for horizontal control is a decimal equivalence
 AJ5822.of Year/Month/Day.
 AJ5822
 AJ5822.The orthometric height was determined by differential leveling
 AJ5822.and adjusted in July 2008.
 AJ5822
 AJ5822.This Tidal Bench Mark is designated as VM 13300
 AJ5822.by the Center for Operational Oceanographic Products and Services.
 AJ5822
 AJ5822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5822
 AJ5822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5822
 AJ5822.The ellipsoidal height was determined by GPS observations
 AJ5822.and is referenced to NAD 83.
 AJ5822
 AJ5822.The geoid height was determined by GEOID03.
 AJ5822
 AJ5822.The dynamic height is computed by dividing the NAVD 88
 AJ5822.geopotential number by the normal gravity value computed on the
 AJ5822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5822.degrees latitude (g = 980.6199 gals.).
 AJ5822
 AJ5822.The modeled gravity was interpolated from observed gravity values.
 AJ5822
 AJ5822;                    North         East     Units Scale Factor Converg.
 AJ5822;SPC MS E     -    87,144.223   248,727.932   MT  0.99998242   -0 16 07.6
 AJ5822;SPC MS E     -   285,905.67    816,034.89   sFT  0.99998242   -0 16 07.6
 AJ5822;UTM  16      - 3,352,747.900   272,401.066   MT  1.00023911   -1 11 37.8
 AJ5822
 AJ5822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5822!SPC MS E     -   1.00000401  x   0.99998242  =   0.99998643
 AJ5822!UTM  16      -   1.00000401  x   1.00023911  =   1.00024312
 AJ5822
 AJ5822|---------------------------------------------------------------------|
 AJ5822| PID    Reference Object                     Distance      Geod. Az  |
 AJ5822|                                                           dddmmss.s |
 AJ5822| AJ5823 874 7766 C TIDAL                    161.881 METERS 22548     |
 AJ5822|---------------------------------------------------------------------|
 AJ5822
 AJ5822                          SUPERSEDED SURVEY CONTROL
 AJ5822
 AJ5822  ELLIP H (03/26/02)  -25.500  (m)                       GP(       ) 4 2
 AJ5822  NAD 83(1993)-  30 17 06.34316(N)    089 21 58.60211(W) AD(       ) A
 AJ5822  ELLIP H (09/10/01)  -25.500  (m)                       GP(       ) 4 2
 AJ5822  NAVD 88 (09/10/01)    1.89   (m)            6.2    (f) LEVELING    3  
 AJ5822
 AJ5822.Superseded values are not recommended for survey control.
 AJ5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5822.See file dsdata.txt to determine how the superseded data were derived.
 AJ5822
 AJ5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7240152748(NAD 83)
 AJ5822_MARKER: DJ = TIDAL STATION DISK
 AJ5822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5822_STAMPING: 7766 D 1996
 AJ5822_MARK LOGO: NOS   
 AJ5822_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5822_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ5822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5822+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AJ5822_ROD/PIPE-DEPTH: 11   meters
 AJ5822
 AJ5822  HISTORY     - Date     Condition        Report By
 AJ5822  HISTORY     - 1996     MONUMENTED       NOS
 AJ5822  HISTORY     - 19960220 GOOD             NOS
 AJ5822  HISTORY     - 20010710 GOOD             NGS
 AJ5822
 AJ5822                          STATION DESCRIPTION
 AJ5822
 AJ5822'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (RJG)
 AJ5822'RECOVERED AS DESCRIBED.
 AJ5822
 AJ5822                          STATION RECOVERY (2001)
 AJ5822
 AJ5822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AJ5822'STATION 874 7766 C IS LOCATED ON THE MISSISSIPPI GULF COAST AT
 AJ5822'WAVELAND.  TO REACH THE STATION FROM THE INTERSECTION OF US 90,
 AJ5822'ROUTE 43, AND NICHOLSON AVE. IN WAVELAND, DRIVE SOUTHEAST ON
 AJ5822'NICHOLSON AVE. FOR 1.3 MI TO A RAILROAD CROSSING.  CONTINUE ON
 AJ5822'NICHOLSON AVE. FOR 0.4 MI TO THE T INTERSECTION WITH N. BEACH BLVD.
 AJ5822'TURN RIGHT AND PROCEED SOUTHWEST ON N. BEACH BLVD. FOR 0.5 MI TO
 AJ5822'STATION 7766 D ON THE RIGHT, LANDWARD, SIDE OF N. BEACH BLVD.  THE
 AJ5822'STATION IS IN THE FRONT YARD OF A HOUSE AT 231 BEACH BLVD..  IT IS
 AJ5822'29.45 M SW OF THE CENTERLINE OF LAFITTE DR., 8.8 M NW OF THE
 AJ5822'CENTERLINE OF BEACH BLVD., 14.65 M NE OF THE DRIVEWAY, AND 1.2 M SE
 AJ5822'OF A POWER POLE WITH 2 TRANSFORMERS.  THE ACCESS COVER MAY BE
 AJ5822'BURIED A FEW CENTIMETERS.
 AJ5822'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG9003 ***********************************************************************
 DG9003  DESIGNATION -  874 7766 E TIDAL
 DG9003  PID         -  DG9003
 DG9003  STATE/COUNTY-  MS/HANCOCK
 DG9003  USGS QUAD   -  BAY ST LOUIS (1993)
 DG9003
 DG9003                         *CURRENT SURVEY CONTROL
 DG9003  ___________________________________________________________________
 DG9003* NAD 83(1986)-  30 17 12.     (N)    089 21 51.     (W)     SCALED    
 DG9003* NAVD 88     -         1.474  (meters)       4.84   (feet)  ADJUSTED  
 DG9003  ___________________________________________________________________
 DG9003  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DG9003  DYNAMIC HT  -           1.472 (meters)       4.83  (feet)  COMP
 DG9003  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 DG9003
 DG9003  VERT ORDER  -  SECOND    CLASS I
 DG9003
 DG9003.The horizontal coordinates were scaled from a topographic map and have
 DG9003.an estimated accuracy of +/- 6 seconds.
 DG9003
 DG9003.The orthometric height was determined by differential leveling
 DG9003.and adjusted in July 2008.
 DG9003
 DG9003.The geoid height was determined by GEOID03.
 DG9003
 DG9003.The dynamic height is computed by dividing the NAVD 88
 DG9003.geopotential number by the normal gravity value computed on the
 DG9003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9003.degrees latitude (g = 980.6199 gals.).
 DG9003
 DG9003.The modeled gravity was interpolated from observed gravity values.
 DG9003
 DG9003;                    North         East    Units  Estimated Accuracy
 DG9003;SPC MS E     -    87,320.      248,930.      MT  (+/- 180 meters Scaled)
 DG9003
 DG9003                          SUPERSEDED SURVEY CONTROL
 DG9003
 DG9003.No superseded survey control is available for this station.
 DG9003
 DG9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU726529(NAD 83)
 DG9003_MARKER: DJ = TIDAL STATION DISK
 DG9003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9003_SP_SET: SEA WALL
 DG9003_STAMPING: 7766 E 1996
 DG9003_MARK LOGO: NOS   
 DG9003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9003+STABILITY: SURFACE MOTION
 DG9003
 DG9003  HISTORY     - Date     Condition        Report By
 DG9003  HISTORY     - 1996     MONUMENTED       NOS
 DG9003
 DG9003                          STATION DESCRIPTION
 DG9003
 DG9003'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (KLD)
 DG9003'ALONG BEACH BOULEVARD NE OF THE WAVELAND MUNICIPAL PIER, THE BENCH
 DG9003'MARK IS SET FLUSH IN THE CONCRETE SEA WALL, 18.90 M (62.01 FT) EAST OF
 DG9003'POWER POLE NO.  402 AT 399 BEACH BOULEVARD, 5.60 M (18.37 FT) SE OF
 DG9003'THE CENTERLINE OF BEACH BOULEVARD, 1.23 M (4.04 FT) NE OF THE CONCRETE
 DG9003'SIDEWALK AND ROAD DRAIN, AND 0.24 M (0.79 FT) NW OF THE TOP OF THE
 DG9003'CONCRETE SEA WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7785 ***********************************************************************
 AJ7785  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7785  DESIGNATION -  874 9527 B TIDAL
 AJ7785  PID         -  AJ7785
 AJ7785  STATE/COUNTY-  MS/HANCOCK
 AJ7785  USGS QUAD   -  LOGTOWN (1993)
 AJ7785
 AJ7785                         *CURRENT SURVEY CONTROL
 AJ7785  ___________________________________________________________________
 AJ7785* NAD 83(2007)-  30 15 02.63646(N)    089 35 25.87806(W)     ADJUSTED  
 AJ7785* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 AJ7785  ___________________________________________________________________
 AJ7785  EPOCH DATE  -        2002.00
 AJ7785  X           -      39,408.850 (meters)                     COMP
 AJ7785  Y           -  -5,514,143.853 (meters)                     COMP
 AJ7785  Z           -   3,194,401.486 (meters)                     COMP
 AJ7785  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ7785  ELLIP HEIGHT-         -25.383 (meters)          (02/10/07) ADJUSTED
 AJ7785  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AJ7785
 AJ7785  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7785  Type    PID    Designation                      North   East  Ellip
 AJ7785  -------------------------------------------------------------------
 AJ7785  NETWORK AJ7785 874 9527 B TIDAL                  1.14   1.04   4.06
 AJ7785  -------------------------------------------------------------------
 AJ7785
 AJ7785.The horizontal coordinates were established by GPS observations
 AJ7785.and adjusted by the National Geodetic Survey in February 2007.
 AJ7785
 AJ7785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7785.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7785.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7785.The epoch date for horizontal control is a decimal equivalence
 AJ7785.of Year/Month/Day.
 AJ7785
 AJ7785.The orthometric height was determined by GPS observations and a
 AJ7785.high-resolution geoid model.
 AJ7785
 AJ7785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7785
 AJ7785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7785
 AJ7785.The ellipsoidal height was determined by GPS observations
 AJ7785.and is referenced to NAD 83.
 AJ7785
 AJ7785.The geoid height was determined by GEOID03.
 AJ7785
 AJ7785;                    North         East     Units Scale Factor Converg.
 AJ7785;SPC MS E     -    83,457.373   227,128.660   MT  1.00001549   -0 22 53.3
 AJ7785;SPC MS E     -   273,809.73    745,171.28   sFT  1.00001549   -0 22 53.3
 AJ7785;UTM  16      - 3,349,409.079   250,738.528   MT  1.00036659   -1 18 20.7
 AJ7785
 AJ7785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7785!SPC MS E     -   1.00000399  x   1.00001549  =   1.00001948
 AJ7785!UTM  16      -   1.00000399  x   1.00036659  =   1.00037058
 AJ7785
 AJ7785                          SUPERSEDED SURVEY CONTROL
 AJ7785
 AJ7785  ELLIP H (04/15/02)  -25.368  (m)                       GP(       ) 4 2
 AJ7785  NAD 83(1993)-  30 15 02.63635(N)    089 35 25.87808(W) AD(       ) B
 AJ7785  ELLIP H (02/15/02)  -25.381  (m)                       GP(       ) 4 1
 AJ7785
 AJ7785.Superseded values are not recommended for survey control.
 AJ7785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7785.See file dsdata.txt to determine how the superseded data were derived.
 AJ7785
 AJ7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5073949409(NAD 83)
 AJ7785_MARKER: DB = BENCH MARK DISK
 AJ7785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7785_STAMPING: 9527 B 1978
 AJ7785_MARK LOGO: NOS   
 AJ7785_PROJECTION: RECESSED 12 CENTIMETERS
 AJ7785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7785+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ7785_ROD/PIPE-DEPTH: 15.2 meters
 AJ7785
 AJ7785  HISTORY     - Date     Condition        Report By
 AJ7785  HISTORY     - 1978     MONUMENTED       NOS
 AJ7785  HISTORY     - 20000901 GOOD             NGS
 AJ7785
 AJ7785                          STATION DESCRIPTION
 AJ7785
 AJ7785'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7785'THE STATION IS LOCATED SOUTHEAST OF PEARLINGTON, MS, NEAR THE PEARL
 AJ7785'RIVER BORDER WITH LOUISIANA.  THE STATION MARK IS ON THE NORTH SIDE OF
 AJ7785'US HWY 90, 165 FT (50.3 M) NE OF POWER POLE GP-UO-LR-FT-270-SPP-S-40,
 AJ7785'115 FT (35.1 M) SW ALONG THE CENTERLINE OF THE HWY FROM THE SW END OF
 AJ7785'THE BRIDGE OVER WHITES BAYOU, 73.5 FT (22.4 M) NW OF THE CENTERLINE OF
 AJ7785'THE HWY, 3 FT (0.9 M) NW OF THE LINE OF THE POWER POLES, AND 1 FT (0.3
 AJ7785'M) SE OF AN ORANGE WITNESS STAKE. THE MARK IS SET 0.4 FT (12.2 CM)
 AJ7785'BELOW GROUND SURFACE AND IS ENCASED IN A 0.3 FT (9.1 CM) PVC PIPE
 AJ7785'ABOUT FLUSH WITH THE GROUND.  TO REACH THE STATION FROM THE
 AJ7785'INTERSECTION OF US HWY 90 AND STATE RTE 607 WEST OF BAY ST. LOUIS,
 AJ7785'DRIVE 6.2 MI (10.0 KM) SW ON US 90 TO THE BRIDGE OVER WHITES BAYOU,
 AJ7785'CROSS THE BRIDGE, AND CONTINUE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5337 ***********************************************************************
 AA5337  PACS        -  This is a Primary Airport Control Station.
 AA5337  DESIGNATION -  8M1 A 1994
 AA5337  PID         -  AA5337
 AA5337  STATE/COUNTY-  MS/PRENTISS
 AA5337  USGS QUAD   -  BALDWYN (1973)
 AA5337
 AA5337                         *CURRENT SURVEY CONTROL
 AA5337  ___________________________________________________________________
 AA5337* NAD 83(2007)-  34 35 36.13135(N)    088 38 56.41287(W)     ADJUSTED  
 AA5337* NAVD 88     -       116.54   (meters)     382.3    (feet)  LEVELING  
 AA5337  ___________________________________________________________________
 AA5337  EPOCH DATE  -        2002.00
 AA5337  X           -     123,927.235 (meters)                     COMP
 AA5337  Y           -  -5,254,781.894 (meters)                     COMP
 AA5337  Z           -   3,600,873.808 (meters)                     COMP
 AA5337  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AA5337  ELLIP HEIGHT-          89.082 (meters)          (02/10/07) ADJUSTED
 AA5337  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA5337
 AA5337  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5337  Type    PID    Designation                      North   East  Ellip
 AA5337  -------------------------------------------------------------------
 AA5337  NETWORK AA5337 8M1 A 1994                        0.78   0.76   2.65
 AA5337  -------------------------------------------------------------------
 AA5337  VERT ORDER  -  THIRD ?
 AA5337
 AA5337.This mark is at Booneville/baldwyn Airport (8M1)
 AA5337
 AA5337.The horizontal coordinates were established by GPS observations
 AA5337.and adjusted by the National Geodetic Survey in February 2007.
 AA5337
 AA5337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5337.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5337.The horizontal coordinates are valid at the epoch date displayed above.
 AA5337.The epoch date for horizontal control is a decimal equivalence
 AA5337.of Year/Month/Day.
 AA5337
 AA5337.The orthometric height was determined by differential leveling.
 AA5337.The vertical network tie was performed by a horz. field party for horz.
 AA5337.obs reductions. Reset procedures were used to establish the elevation.
 AA5337
 AA5337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5337
 AA5337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5337
 AA5337.The ellipsoidal height was determined by GPS observations
 AA5337.and is referenced to NAD 83.
 AA5337
 AA5337.The geoid height was determined by GEOID03.
 AA5337
 AA5337;                    North         East     Units Scale Factor Converg.
 AA5337;SPC MS E     -   564,780.554   316,909.110   MT  0.99995352   +0 06 16.8
 AA5337;SPC MS E     - 1,852,950.87  1,039,725.97   sFT  0.99995352   +0 06 16.8
 AA5337;UTM  16      - 3,829,186.532   348,777.618   MT  0.99988187   -0 56 11.0
 AA5337
 AA5337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5337!SPC MS E     -   0.99998602  x   0.99995352  =   0.99993954
 AA5337!UTM  16      -   0.99998602  x   0.99988187  =   0.99986789
 AA5337
 AA5337|---------------------------------------------------------------------|
 AA5337| PID    Reference Object                     Distance      Geod. Az  |
 AA5337|                                                           dddmmss.s |
 AA5337| AA5338 8M1 B 1994                          221.413 METERS 13947     |
 AA5337|---------------------------------------------------------------------|
 AA5337
 AA5337                          SUPERSEDED SURVEY CONTROL
 AA5337
 AA5337  ELLIP H (04/15/02)   89.082  (m)                       GP(       ) 4 1
 AA5337  NAD 83(1993)-  34 35 36.13086(N)    088 38 56.41197(W) AD(       ) B
 AA5337  ELLIP H (05/22/95)   89.133  (m)                       GP(       ) 3 2
 AA5337  NGVD 29 (05/22/95)  116.48   (m)          382.2    (f) LEVELING    3  
 AA5337
 AA5337.Superseded values are not recommended for survey control.
 AA5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5337.See file dsdata.txt to determine how the superseded data were derived.
 AA5337
 AA5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4877829187(NAD 83)
 AA5337_MARKER: DD = SURVEY DISK
 AA5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5337_SP_SET: CONCRETE POST
 AA5337_STAMPING: 8M1 A 1994
 AA5337_MARK LOGO: NOS   
 AA5337_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5337+STABILITY: SURFACE MOTION
 AA5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5337+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AA5337
 AA5337  HISTORY     - Date     Condition        Report By
 AA5337  HISTORY     - 1987     MONUMENTED       NOS
 AA5337  HISTORY     - 20040817 GOOD             USACE
 AA5337
 AA5337                          STATION DESCRIPTION
 AA5337
 AA5337'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RWD)
 AA5337'THE STATION IS LOCATED NORTH WEST OF THE TOWN OF FRANKSTOWN AT THE
 AA5337'BOONVILLE-BALDWYN AIRPORT IN THE INFIELD AT THE NORTH END OF THE
 AA5337'AIRFIELD. CONTACT THE AIRPORT MANAGER AT THE AIRPORT FOR PERMISSION
 AA5337'ONTO THE FIELD. THE STATION IS A STANDARD NOS ALUMINUM DISK
 AA5337'STAMPED---8M1 A 1994---ATTACHED TO A 42 INCH ALUMINUM ROD SURROUNDED
 AA5337'BY A MASS OF CONCRETE AND SET FLUSH WITH THE GROUND.  THE MARK IS ON
 AA5337'LINE WITH THE FIRST SET OF RUNWAY LIGHTS FROM END 15 AND IS 40.65 M
 AA5337'(133.37 FT) NE OF RUNWAY LIGHT, 40.5 M (132.9 FT) SSE OF THE TAXIWAY
 AA5337'AND 24.5 M (80.4 FT) SW OF THE RAMP.
 AA5337
 AA5337                          STATION RECOVERY (2004)
 AA5337
 AA5337'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 AA5337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5338 ***********************************************************************
 AA5338  SACS        -  This is a Secondary Airport Control Station.
 AA5338  DESIGNATION -  8M1 B 1994
 AA5338  PID         -  AA5338
 AA5338  STATE/COUNTY-  MS/PRENTISS
 AA5338  USGS QUAD   -  BALDWYN (1973)
 AA5338
 AA5338                         *CURRENT SURVEY CONTROL
 AA5338  ___________________________________________________________________
 AA5338* NAD 83(2007)-  34 35 30.64451(N)    088 38 50.80290(W)     ADJUSTED  
 AA5338* NAVD 88     -       115.61   (meters)     379.3    (feet)  GPS OBS   
 AA5338  ___________________________________________________________________
 AA5338  EPOCH DATE  -        2002.00
 AA5338  X           -     124,072.402 (meters)                     COMP
 AA5338  Y           -  -5,254,873.730 (meters)                     COMP
 AA5338  Z           -   3,600,734.100 (meters)                     COMP
 AA5338  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA5338  ELLIP HEIGHT-          88.163 (meters)          (02/10/07) ADJUSTED
 AA5338  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA5338
 AA5338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5338  Type    PID    Designation                      North   East  Ellip
 AA5338  -------------------------------------------------------------------
 AA5338  NETWORK AA5338 8M1 B 1994                        1.10   0.90   3.33
 AA5338  -------------------------------------------------------------------
 AA5338
 AA5338.This mark is at Booneville/baldwyn Airport (8M1)
 AA5338
 AA5338.The horizontal coordinates were established by GPS observations
 AA5338.and adjusted by the National Geodetic Survey in February 2007.
 AA5338
 AA5338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5338.The horizontal coordinates are valid at the epoch date displayed above.
 AA5338.The epoch date for horizontal control is a decimal equivalence
 AA5338.of Year/Month/Day.
 AA5338
 AA5338.The orthometric height was determined by GPS observations and a
 AA5338.high-resolution geoid model.
 AA5338
 AA5338.GPS derived orthometric heights for airport stations designated as
 AA5338.PACS or SACS are published to 2 decimal places.  This maintains
 AA5338.centimeter relative accuracy between the PACS and SACS.  It does
 AA5338.not indicate centimeter accuracy relative to other marks which are
 AA5338.part of the NAVD 88 network.
 AA5338
 AA5338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5338
 AA5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5338
 AA5338.The ellipsoidal height was determined by GPS observations
 AA5338.and is referenced to NAD 83.
 AA5338
 AA5338.The geoid height was determined by GEOID03.
 AA5338
 AA5338;                    North         East     Units Scale Factor Converg.
 AA5338;SPC MS E     -   564,611.749   317,052.371   MT  0.99995358   +0 06 19.9
 AA5338;SPC MS E     - 1,852,397.05  1,040,195.99   sFT  0.99995358   +0 06 19.9
 AA5338;UTM  16      - 3,829,015.164   348,917.779   MT  0.99988135   -0 56 07.7
 AA5338
 AA5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5338!SPC MS E     -   0.99998616  x   0.99995358  =   0.99993974
 AA5338!UTM  16      -   0.99998616  x   0.99988135  =   0.99986751
 AA5338
 AA5338|---------------------------------------------------------------------|
 AA5338| PID    Reference Object                     Distance      Geod. Az  |
 AA5338|                                                           dddmmss.s |
 AA5338| AA5337 8M1 A 1994                          221.413 METERS 31947     |
 AA5338|---------------------------------------------------------------------|
 AA5338
 AA5338                          SUPERSEDED SURVEY CONTROL
 AA5338
 AA5338  ELLIP H (04/15/02)   88.155  (m)                       GP(       ) 4 1
 AA5338  NAD 83(1993)-  34 35 30.64408(N)    088 38 50.80198(W) AD(       ) 1
 AA5338  ELLIP H (05/22/95)   88.210  (m)                       GP(       ) 3 2
 AA5338  NGVD 29 (05/22/95)  115.6    (m)          379.     (f) GPS OBS     3  
 AA5338
 AA5338.Superseded values are not recommended for survey control.
 AA5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5338.See file dsdata.txt to determine how the superseded data were derived.
 AA5338
 AA5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4891829015(NAD 83)
 AA5338_MARKER: DD = SURVEY DISK
 AA5338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5338_SP_SET: CONCRETE POST
 AA5338_STAMPING: 8M1 B 1994
 AA5338_MARK LOGO: NOS   
 AA5338_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5338+STABILITY: SURFACE MOTION
 AA5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5338+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA5338
 AA5338  HISTORY     - Date     Condition        Report By
 AA5338  HISTORY     - 1987     MONUMENTED       NOS
 AA5338
 AA5338                          STATION DESCRIPTION
 AA5338
 AA5338'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RWD)
 AA5338'THE STATION IS LOCATED NORTH OF THE TOWN OF FRANKSTOWN AT THE
 AA5338'BOONVILLE-BALDWYN AIRPORT AT ABOUT MIDFIELD ALONG A FENCELINE ON THE
 AA5338'EAST SIDE OF THE RUNWAY. CONTACT THE AIRPORT MANAGER AT THE AIRFIELD
 AA5338'TO OBTAIN PERMISSION ONTO THE FIELD. THE MARK IS A STANDARD NOS
 AA5338'ALUMINUM DISK STAMPED---8M1 B 1994---ATTACHED TO A 42 INCH ALUMINUM
 AA5338'ROD DRIVEN INTO THE GROUND AND SURROUNDED BY CONCRETE.  THE MARK IS
 AA5338'SET ON LINE WITH THE WINDSOCK AND THE SECOND SET OF LIGHTS FROM A
 AA5338'CROSS-TAXIWAY.  IT IS 11.55 M (37.89 FT) NE OF A NORTH-SOUTH TAXIWAY,
 AA5338'3.0 M (9.8 FT) NE OF THE CENTER OF A SLOUGH RUNNING PARALLEL TO THE
 AA5338'RUNWAY, 12.9 M (42.3 FT) SSW FROM A WOOD POST OF A BARBED WIRE
 AA5338'FENCELINE WITH A METAL WITNESS SIGN SET AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5339 ***********************************************************************
 AA5339  SACS        -  This is a Secondary Airport Control Station.
 AA5339  DESIGNATION -  8M1 C 1994
 AA5339  PID         -  AA5339
 AA5339  STATE/COUNTY-  MS/PRENTISS
 AA5339  USGS QUAD   -  BALDWYN (1973)
 AA5339
 AA5339                         *CURRENT SURVEY CONTROL
 AA5339  ___________________________________________________________________
 AA5339* NAD 83(2007)-  34 35 12.15820(N)    088 38 37.81986(W)     ADJUSTED  
 AA5339* NAVD 88     -       113.05   (meters)     370.9    (feet)  GPS OBS   
 AA5339  ___________________________________________________________________
 AA5339  EPOCH DATE  -        2002.00
 AA5339  X           -     124,410.766 (meters)                     COMP
 AA5339  Y           -  -5,255,187.096 (meters)                     COMP
 AA5339  Z           -   3,600,263.675 (meters)                     COMP
 AA5339  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AA5339  ELLIP HEIGHT-          85.595 (meters)          (02/10/07) ADJUSTED
 AA5339  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA5339
 AA5339  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5339  Type    PID    Designation                      North   East  Ellip
 AA5339  -------------------------------------------------------------------
 AA5339  NETWORK AA5339 8M1 C 1994                        0.94   0.86   2.94
 AA5339  -------------------------------------------------------------------
 AA5339
 AA5339.This mark is at Booneville/baldwyn Airport (8M1)
 AA5339
 AA5339.The horizontal coordinates were established by GPS observations
 AA5339.and adjusted by the National Geodetic Survey in February 2007.
 AA5339
 AA5339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5339.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5339.The horizontal coordinates are valid at the epoch date displayed above.
 AA5339.The epoch date for horizontal control is a decimal equivalence
 AA5339.of Year/Month/Day.
 AA5339
 AA5339.The orthometric height was determined by GPS observations and a
 AA5339.high-resolution geoid model.
 AA5339
 AA5339.GPS derived orthometric heights for airport stations designated as
 AA5339.PACS or SACS are published to 2 decimal places.  This maintains
 AA5339.centimeter relative accuracy between the PACS and SACS.  It does
 AA5339.not indicate centimeter accuracy relative to other marks which are
 AA5339.part of the NAVD 88 network.
 AA5339
 AA5339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5339
 AA5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5339
 AA5339.The ellipsoidal height was determined by GPS observations
 AA5339.and is referenced to NAD 83.
 AA5339
 AA5339.The geoid height was determined by GEOID03.
 AA5339
 AA5339;                    North         East     Units Scale Factor Converg.
 AA5339;SPC MS E     -   564,042.740   317,384.273   MT  0.99995372   +0 06 27.2
 AA5339;SPC MS E     - 1,850,530.22  1,041,284.90   sFT  0.99995372   +0 06 27.2
 AA5339;UTM  16      - 3,828,440.262   349,239.265   MT  0.99988015   -0 55 59.9
 AA5339
 AA5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5339!SPC MS E     -   0.99998656  x   0.99995372  =   0.99994028
 AA5339!UTM  16      -   0.99998656  x   0.99988015  =   0.99986672
 AA5339
 AA5339                          SUPERSEDED SURVEY CONTROL
 AA5339
 AA5339  ELLIP H (04/15/02)   85.594  (m)                       GP(       ) 4 1
 AA5339  NAD 83(1993)-  34 35 12.15770(N)    088 38 37.81897(W) AD(       ) 1
 AA5339  ELLIP H (05/22/95)   85.646  (m)                       GP(       ) 3 2
 AA5339  NGVD 29 (05/22/95)  113.00   (m)          370.7    (f) LEVELING    3  
 AA5339
 AA5339.Superseded values are not recommended for survey control.
 AA5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5339.See file dsdata.txt to determine how the superseded data were derived.
 AA5339
 AA5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4923928440(NAD 83)
 AA5339_MARKER: DD = SURVEY DISK
 AA5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5339_SP_SET: CONCRETE POST
 AA5339_STAMPING: 8M1 C 1994
 AA5339_MARK LOGO: NOS   
 AA5339_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5339+STABILITY: SURFACE MOTION
 AA5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5339+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA5339
 AA5339  HISTORY     - Date     Condition        Report By
 AA5339  HISTORY     - 1987     MONUMENTED       NOS
 AA5339  HISTORY     - 20040817 MARK NOT FOUND   USACE
 AA5339
 AA5339                          STATION DESCRIPTION
 AA5339
 AA5339'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RWD)
 AA5339'THE STATION IS LOCATED NW OF THE TOWN OF FRANKSTOWN AT THE
 AA5339'BOONVILLE-BALDWYN AIRPORT IN THE INFIELD NEAR RUNWAY END 33. CONTACT
 AA5339'THE AIRPORT MANAGER AT THE AIRFIELD FOR PERMISSION ONTO THE FIELD. THE
 AA5339'MARK IS A STANDARD NOS ALUMINUM DISK STAMPED---8M1 C 1994---ATTACHED
 AA5339'TO A 42 INCH ALUMINUM ROD DRIVEN INTO THE GROUND AND SURROUNDED BY
 AA5339'CONCRETE.  THE MARK IS FLUSH WITH THE GROUND.  IT IS ON LINE WITH THE
 AA5339'FIRST SET OF RUNWAY LIGHTS FROM END 33 27.6 M (90.6 FT) NE OF THE
 AA5339'FIRST RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY, 10.9 M (35.8 FT) NE OF
 AA5339'CENTERLINE OF SLOUGH RUNNING PARALLEL TO THE RUNWAY, 11.0 M (36.1 FT)
 AA5339'SW OF THE EDGE OF TAXIWAY, AND ABOUT 30.0 M (98.4 FT) NORTH OF THE
 AA5339'CULVERT AT THE INTERSECTION OF RUNWAY AND TAXIWAY.
 AA5339
 AA5339                          STATION RECOVERY (2004)
 AA5339
 AA5339'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 AA5339'AIRPORT MANAGER STATED HE WAS SURE IT WAS DESTROYED DUE TO AIRPORT
 AA5339'EXPANSION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0437 ***********************************************************************
 EH0437  DESIGNATION -  92/93
 EH0437  PID         -  EH0437
 EH0437  STATE/COUNTY-  MS/COAHOMA
 EH0437  USGS QUAD   -  RENA LARA (1982)
 EH0437
 EH0437                         *CURRENT SURVEY CONTROL
 EH0437  ___________________________________________________________________
 EH0437* NAD 83(1986)-  34 08 48.     (N)    090 47 37.     (W)     SCALED    
 EH0437* NAVD 88     -        50.027  (meters)     164.13   (feet)  ADJUSTED  
 EH0437  ___________________________________________________________________
 EH0437  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0437  DYNAMIC HT  -          49.978 (meters)     163.97  (feet)  COMP
 EH0437  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 EH0437
 EH0437  VERT ORDER  -  FIRST     CLASS II
 EH0437
 EH0437.The horizontal coordinates were scaled from a topographic map and have
 EH0437.an estimated accuracy of +/- 6 seconds.
 EH0437
 EH0437.The orthometric height was determined by differential leveling
 EH0437.and adjusted in June 1991.
 EH0437
 EH0437.The geoid height was determined by GEOID03.
 EH0437
 EH0437.The dynamic height is computed by dividing the NAVD 88
 EH0437.geopotential number by the normal gravity value computed on the
 EH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0437.degrees latitude (g = 980.6199 gals.).
 EH0437
 EH0437.The modeled gravity was interpolated from observed gravity values.
 EH0437
 EH0437;                    North         East    Units  Estimated Accuracy
 EH0437;SPC MS W     -   515,310.      657,550.      MT  (+/- 180 meters Scaled)
 EH0437
 EH0437                          SUPERSEDED SURVEY CONTROL
 EH0437
 EH0437  NGVD 29 (??/??/??)   50.087  (m)          164.33   (f) ADJUSTED    1 2
 EH0437
 EH0437.Superseded values are not recommended for survey control.
 EH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0437.See file dsdata.txt to determine how the superseded data were derived.
 EH0437
 EH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT034806(NAD 83)
 EH0437_MARKER: DB = BENCH MARK DISK
 EH0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0437_STAMPING: BM 92/93
 EH0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0437+STABILITY: SURFACE MOTION
 EH0437
 EH0437  HISTORY     - Date     Condition        Report By
 EH0437  HISTORY     - UNK      MONUMENTED       DOD
 EH0437  HISTORY     - 1973     GOOD             MSHD
 EH0437
 EH0437                          STATION DESCRIPTION
 EH0437
 EH0437'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0437'RENA LARA.
 EH0437'THE MARK IS LOCATED 0.65 MILE WEST OF RENA LARA ON THE LANDSIDE OF THE
 EH0437'MISSISSIPPI RIVER LEVEE, 6.4 MILES SW OF SHERARD IN THE NW 1/4 OF
 EH0437'SECTION 11, T 26N, R 6W.  IT IS 295 FEET SE OF THE TOP OF THE LEVEE,
 EH0437'271 FEET SE OF MILE POST 92/93, 516 FEET NE OF REF 92/93 (USE), 63
 EH0437'FEET NW OF THE EDGE OF THE TOP OF A BERM, 1 FOOT NW OF A METAL WITNESS
 EH0437'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST CENTERED BETWEEN
 EH0437'TWO 6 INCH CONCRETE POST AND PROJECTS 4 INCHES. TO REACH FROM THE
 EH0437'JUNCTION OF STATE HIGHWAY 322 AND STATE HIGHWAY 1 AT SHERARD GO SW ON
 EH0437'STATE HIGHWAY 1 FOR 5.85 MILES TO THE CROSSROAD IN RENA LARA JUST
 EH0437'BEFORE REACHING THE BAPTIST CHURCH. TURN RIGHT AND GO NW ON A BLACK
 EH0437'TOP ROAD FOR 0.4 MILE TO THE CROSSING OF THE LEVEE. TURN LEFT AND GO
 EH0437'SW ALONG THE LEVEE FOR 0.5 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0440 ***********************************************************************
 EH0440  DESIGNATION -  93/94 REF
 EH0440  PID         -  EH0440
 EH0440  STATE/COUNTY-  MS/COAHOMA
 EH0440  USGS QUAD   -  RENA LARA (1982)
 EH0440
 EH0440                         *CURRENT SURVEY CONTROL
 EH0440  ___________________________________________________________________
 EH0440* NAD 83(1986)-  34 08 17.     (N)    090 48 29.     (W)     SCALED    
 EH0440* NAVD 88     -        48.372  (meters)     158.70   (feet)  ADJUSTED  
 EH0440  ___________________________________________________________________
 EH0440  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0440  DYNAMIC HT  -          48.324 (meters)     158.54  (feet)  COMP
 EH0440  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EH0440
 EH0440  VERT ORDER  -  FIRST     CLASS II
 EH0440
 EH0440.The horizontal coordinates were scaled from a topographic map and have
 EH0440.an estimated accuracy of +/- 6 seconds.
 EH0440
 EH0440.The orthometric height was determined by differential leveling
 EH0440.and adjusted in June 1991.
 EH0440
 EH0440.The geoid height was determined by GEOID03.
 EH0440
 EH0440.The dynamic height is computed by dividing the NAVD 88
 EH0440.geopotential number by the normal gravity value computed on the
 EH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0440.degrees latitude (g = 980.6199 gals.).
 EH0440
 EH0440.The modeled gravity was interpolated from observed gravity values.
 EH0440
 EH0440;                    North         East    Units  Estimated Accuracy
 EH0440;SPC MS W     -   514,360.      656,220.      MT  (+/- 180 meters Scaled)
 EH0440
 EH0440                          SUPERSEDED SURVEY CONTROL
 EH0440
 EH0440  NGVD 29 (??/??/??)   48.435  (m)          158.91   (f) ADJUSTED    1 2
 EH0440
 EH0440.Superseded values are not recommended for survey control.
 EH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0440.See file dsdata.txt to determine how the superseded data were derived.
 EH0440
 EH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT021796(NAD 83)
 EH0440_MARKER: DD = SURVEY DISK
 EH0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0440_STAMPING: REF 93/94
 EH0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0440+STABILITY: SURFACE MOTION
 EH0440
 EH0440  HISTORY     - Date     Condition        Report By
 EH0440  HISTORY     - UNK      MONUMENTED       DOD
 EH0440  HISTORY     - 1973     POOR             MSHD
 EH0440
 EH0440                          STATION DESCRIPTION
 EH0440
 EH0440'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0440'1.9 MI SW FROM RENA LARA.
 EH0440'THE MARK IS LOCATED 1.9 MILES SW OF RENA LARA ON THE LANDSIDE OF THE
 EH0440'MISSISSIPPI RIVER LEVEE, 8.4 MILES NE OF DEESON, 7.6 MILES SW OF
 EH0440'SHERARD IN THE SE 1/4 OF THE SW 1/4 OF SECTION 10, T 26N, R 6W.  IT IS
 EH0440'415 FEET SE OF THE CENTER OF THE TOP OF THE LEVEE, 507 FEET SW OF BM
 EH0440'93/94 (USE), 40 FEET SE OF THE LOWER EDGE OF A BERM, 41 FEET NW OF A
 EH0440'FENCE, 1.5 FEET NE OF A 6 INCH CONCRETE POST, 4 FEET HIGH SET IN THE
 EH0440'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES. TO REACH
 EH0440'FROM THE JUNCTION OF STATE HIGHWAY 322 AND STATE HIGHWAY 1 AT SHERARD
 EH0440'GO SW ON STATE HIGHWAY 1 FOR 5.8 MILES TO A CROSSROAD AND THE BAPTIST
 EH0440'CHURCH IN RENA LARA. TURN RIGHT AND GO WEST ON A BLACK TOP ROAD FOR
 EH0440'0.4 MILE TO THE CROSSING OF THE MISSISSIPPI RIVER LEVEE. TURN LEFT AND
 EH0440'GO SW ON THE LEVEE FOR 1.7 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0441 ***********************************************************************
 EH0441  DESIGNATION -  94/95
 EH0441  PID         -  EH0441
 EH0441  STATE/COUNTY-  MS/COAHOMA
 EH0441  USGS QUAD   -  RENA LARA (1982)
 EH0441
 EH0441                         *CURRENT SURVEY CONTROL
 EH0441  ___________________________________________________________________
 EH0441* NAD 83(1986)-  34 07 49.     (N)    090 49 28.     (W)     SCALED    
 EH0441* NAVD 88     -        47.548  (meters)     156.00   (feet)  ADJUSTED  
 EH0441  ___________________________________________________________________
 EH0441  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0441  DYNAMIC HT  -          47.501 (meters)     155.84  (feet)  COMP
 EH0441  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 EH0441
 EH0441  VERT ORDER  -  FIRST     CLASS I
 EH0441
 EH0441.The horizontal coordinates were scaled from a topographic map and have
 EH0441.an estimated accuracy of +/- 6 seconds.
 EH0441
 EH0441.The orthometric height was determined by differential leveling
 EH0441.and adjusted in June 1991.
 EH0441.WARNING-Repeat measurements at this control monument indicate possible
 EH0441.vertical movement.
 EH0441
 EH0441.The geoid height was determined by GEOID03.
 EH0441
 EH0441.The dynamic height is computed by dividing the NAVD 88
 EH0441.geopotential number by the normal gravity value computed on the
 EH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0441.degrees latitude (g = 980.6199 gals.).
 EH0441
 EH0441.The modeled gravity was interpolated from observed gravity values.
 EH0441
 EH0441;                    North         East    Units  Estimated Accuracy
 EH0441;SPC MS W     -   513,510.      654,700.      MT  (+/- 180 meters Scaled)
 EH0441
 EH0441                          SUPERSEDED SURVEY CONTROL
 EH0441
 EH0441  NGVD 29 (??/??/??)   47.613  (m)          156.21   (f) ADJUSTED    1 1
 EH0441
 EH0441.Superseded values are not recommended for survey control.
 EH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0441.See file dsdata.txt to determine how the superseded data were derived.
 EH0441
 EH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT006787(NAD 83)
 EH0441_MARKER: DD = SURVEY DISK
 EH0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0441_STAMPING: 94/95
 EH0441_MARK LOGO: USE   
 EH0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0441+STABILITY: SURFACE MOTION
 EH0441
 EH0441  HISTORY     - Date     Condition        Report By
 EH0441  HISTORY     - UNK      MONUMENTED       DOD
 EH0441  HISTORY     - 1974     GOOD             NGS
 EH0441  HISTORY     - 1976     GOOD             NGS
 EH0441  HISTORY     - 1983     POOR             NGS
 EH0441
 EH0441                          STATION DESCRIPTION
 EH0441
 EH0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0441'3.05 MI SW FROM RENA LARA.
 EH0441'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0441'CHURCH AT RENA LARA, THENCE 0.40 MILE NORTHWEST ALONG A GRAVEL ROAD TO
 EH0441'THE LEVEE, 433 FEET SOUTH-SOUTHEAST OF CENTER OF TOP OF LEVEE, 408
 EH0441'FEET SOUTH-SOUTHEAST OF LEVEE MILEPOST 94/95, 290 FEET SOUTHWEST OF
 EH0441'CENTER LINE OF A GRAVEL ROAD LEADING NORTHWEST ACROSS LEVEE, 51 FEET
 EH0441'NORTH-NORTHWEST OF A FENCE LINE PARALLELING LEVEE, BETWEEN TWO 6-INCH
 EH0441'CONCRETE POSTS PROJECTING 3 FEET AND SET IN THE TOP OF A CONCRETE POST
 EH0441'ABOUT 1-INCH BELOW SURFACE OF GROUND.  1/4, SEC 16, T 26N, R 6W.
 EH0441
 EH0441                          STATION RECOVERY (1976)
 EH0441
 EH0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0441'RECOVERED IN GOOD CONDITION.
 EH0441
 EH0441                          STATION RECOVERY (1983)
 EH0441
 EH0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0441'RECOVERED THIS DATE, FOUND LEANING SLIGHTLY TO THE EAST BUT STABLE,
 EH0441'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0442 ***********************************************************************
 EH0442  DESIGNATION -  94/95 REF
 EH0442  PID         -  EH0442
 EH0442  STATE/COUNTY-  MS/COAHOMA
 EH0442  USGS QUAD   -  RENA LARA (1982)
 EH0442
 EH0442                         *CURRENT SURVEY CONTROL
 EH0442  ___________________________________________________________________
 EH0442* NAD 83(1986)-  34 07 48.     (N)    090 49 28.     (W)     SCALED    
 EH0442* NAVD 88     -        48.215  (meters)     158.19   (feet)  ADJUSTED  
 EH0442  ___________________________________________________________________
 EH0442  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0442  DYNAMIC HT  -          48.168 (meters)     158.03  (feet)  COMP
 EH0442  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 EH0442
 EH0442  VERT ORDER  -  FIRST     CLASS I
 EH0442
 EH0442.The horizontal coordinates were scaled from a topographic map and have
 EH0442.an estimated accuracy of +/- 6 seconds.
 EH0442
 EH0442.The orthometric height was determined by differential leveling
 EH0442.and adjusted in June 1991.
 EH0442.WARNING-Repeat measurements at this control monument indicate possible
 EH0442.vertical movement.
 EH0442
 EH0442.The geoid height was determined by GEOID03.
 EH0442
 EH0442.The dynamic height is computed by dividing the NAVD 88
 EH0442.geopotential number by the normal gravity value computed on the
 EH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0442.degrees latitude (g = 980.6199 gals.).
 EH0442
 EH0442.The modeled gravity was interpolated from observed gravity values.
 EH0442
 EH0442;                    North         East    Units  Estimated Accuracy
 EH0442;SPC MS W     -   513,480.      654,700.      MT  (+/- 180 meters Scaled)
 EH0442
 EH0442                          SUPERSEDED SURVEY CONTROL
 EH0442
 EH0442  NGVD 29 (??/??/??)   48.281  (m)          158.40   (f) ADJUSTED    1 1
 EH0442
 EH0442.Superseded values are not recommended for survey control.
 EH0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0442.See file dsdata.txt to determine how the superseded data were derived.
 EH0442
 EH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT006787(NAD 83)
 EH0442_MARKER: DD = SURVEY DISK
 EH0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0442_STAMPING: REF 94/95
 EH0442_MARK LOGO: USE   
 EH0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0442+STABILITY: SURFACE MOTION
 EH0442
 EH0442  HISTORY     - Date     Condition        Report By
 EH0442  HISTORY     - UNK      MONUMENTED       DOD
 EH0442  HISTORY     - 1974     GOOD             NGS
 EH0442  HISTORY     - 1976     GOOD             NGS
 EH0442  HISTORY     - 1983     POOR             NGS
 EH0442
 EH0442                          STATION DESCRIPTION
 EH0442
 EH0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0442'3.05 MI SW FROM RENA LARA.
 EH0442'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0442'CHURCH AT RENA LARA, 0.40 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE
 EH0442'LEVEE, THENCE 0.10 MILE SOUTHWEST ALONG THE LEVEE, 435 FEET
 EH0442'SOUTH-SOUTHEAST OF CENTER OF TOP OF LEVEE, 504 FEET WEST-SOUTHWEST OF
 EH0442'BM 94/95 (USE), 38 FEET NORTH-NORTHWEST OF A FENCE LINE PARALLEL TO
 EH0442'LEVEE, 2 FEET NORTHEAST OF A CONCRETE WITNESS POST, AND SET IN THE TOP
 EH0442'OF A CONCRETE POST PROJECTING 4 INCHES.  1/4, SEC 16, T 26N, R 6W.
 EH0442
 EH0442                          STATION RECOVERY (1976)
 EH0442
 EH0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0442'RECOVERED IN GOOD CONDITION.
 EH0442
 EH0442                          STATION RECOVERY (1983)
 EH0442
 EH0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0442'RECOVERED THIS DATE, FOUND LEANING TO THE SOUTH,
 EH0442'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0443 ***********************************************************************
 EH0443  DESIGNATION -  95/96
 EH0443  PID         -  EH0443
 EH0443  STATE/COUNTY-  MS/COAHOMA
 EH0443  USGS QUAD   -  RENA LARA (1982)
 EH0443
 EH0443                         *CURRENT SURVEY CONTROL
 EH0443  ___________________________________________________________________
 EH0443* NAD 83(1986)-  34 07 40.     (N)    090 50 41.     (W)     SCALED    
 EH0443* NAVD 88     -        49.383  (meters)     162.02   (feet)  ADJUSTED  
 EH0443  ___________________________________________________________________
 EH0443  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0443  DYNAMIC HT  -          49.334 (meters)     161.86  (feet)  COMP
 EH0443  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EH0443
 EH0443  VERT ORDER  -  FIRST     CLASS II
 EH0443
 EH0443.The horizontal coordinates were scaled from a topographic map and have
 EH0443.an estimated accuracy of +/- 6 seconds.
 EH0443
 EH0443.The orthometric height was determined by differential leveling
 EH0443.and adjusted in June 1991.
 EH0443
 EH0443.The geoid height was determined by GEOID03.
 EH0443
 EH0443.The dynamic height is computed by dividing the NAVD 88
 EH0443.geopotential number by the normal gravity value computed on the
 EH0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0443.degrees latitude (g = 980.6199 gals.).
 EH0443
 EH0443.The modeled gravity was interpolated from observed gravity values.
 EH0443
 EH0443;                    North         East    Units  Estimated Accuracy
 EH0443;SPC MS W     -   513,240.      652,830.      MT  (+/- 180 meters Scaled)
 EH0443
 EH0443                          SUPERSEDED SURVEY CONTROL
 EH0443
 EH0443  NGVD 29 (??/??/??)   49.450  (m)          162.24   (f) ADJUSTED    1 2
 EH0443
 EH0443.Superseded values are not recommended for survey control.
 EH0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0443.See file dsdata.txt to determine how the superseded data were derived.
 EH0443
 EH0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT987784(NAD 83)
 EH0443_MARKER: DD = SURVEY DISK
 EH0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0443_STAMPING: BM 95/96
 EH0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0443+STABILITY: SURFACE MOTION
 EH0443
 EH0443  HISTORY     - Date     Condition        Report By
 EH0443  HISTORY     - UNK      MONUMENTED       DOD
 EH0443  HISTORY     - 1973     GOOD             MSHD
 EH0443
 EH0443                          STATION DESCRIPTION
 EH0443
 EH0443'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0443'4 MI SW FROM RENA LARA.
 EH0443'THE MARK IS LOCATED 4 MILES SW OF RENA LARA ON THE LANDSIDE OF THE
 EH0443'MISSISSIPPI RIVER LEVEE, 0.3 MILES WEST OF A SLIGHT CURVE IN THE
 EH0443'LEVEE.  7.3 MILES NORTH OF DEESON, 9.3 MILES SW OF SHERARD IN THE SE
 EH0443'1/4 OF THE NW 1/4 OF SECTION 18, T 26N, R 6W.  IT IS 331 FEET SOUTH OF
 EH0443'THE CENTER OF THE TOP OF THE LEVEE, 307 FEET SOUTH OF MILE POST 95/96,
 EH0443'503 FEET EAST OF REF 95/96 USE, 68 FEET NORTH OF A FENCE, 34 FEET
 EH0443'SOUTH OF THE LOWER EDGE OF A BERM, 1 FOOT SOUTH OF A METAL WITNESS
 EH0443'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 3
 EH0443'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 322 AND STATE
 EH0443'HIGHWAY 1 AT SHERARD GO SW ON STATE HIGHWAY 1 FOR 5.8 MILES TO A
 EH0443'CROSSROAD AND THE BAPTIST CHURCH AT RENA LARA. CONTINUE SW ON STATE
 EH0443'HIGHWAY 1 FOR 2.7 MILES TO CROSSROAD. TURN RIGHT AND GO NW ON A
 EH0443'GRAVELED ROAD FOR 0.45 MILE TO A FORK AT THE BASE OF THE LEVEE. TAKE
 EH0443'THE LEFT FORK ONTO THE LEVEE AND GO WEST ALONG THE LEVEE FOR 1.3 MILES
 EH0443'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0444 ***********************************************************************
 EH0444  DESIGNATION -  95/96 REF
 EH0444  PID         -  EH0444
 EH0444  STATE/COUNTY-  MS/COAHOMA
 EH0444  USGS QUAD   -  RENA LARA (1982)
 EH0444
 EH0444                         *CURRENT SURVEY CONTROL
 EH0444  ___________________________________________________________________
 EH0444* NAD 83(1986)-  34 07 41.     (N)    090 50 41.     (W)     SCALED    
 EH0444* NAVD 88     -        49.707  (meters)     163.08   (feet)  ADJUSTED  
 EH0444  ___________________________________________________________________
 EH0444  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0444  DYNAMIC HT  -          49.658 (meters)     162.92  (feet)  COMP
 EH0444  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EH0444
 EH0444  VERT ORDER  -  FIRST     CLASS II
 EH0444
 EH0444.The horizontal coordinates were scaled from a topographic map and have
 EH0444.an estimated accuracy of +/- 6 seconds.
 EH0444
 EH0444.The orthometric height was determined by differential leveling
 EH0444.and adjusted in June 1991.
 EH0444
 EH0444.The geoid height was determined by GEOID03.
 EH0444
 EH0444.The dynamic height is computed by dividing the NAVD 88
 EH0444.geopotential number by the normal gravity value computed on the
 EH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0444.degrees latitude (g = 980.6199 gals.).
 EH0444
 EH0444.The modeled gravity was interpolated from observed gravity values.
 EH0444
 EH0444;                    North         East    Units  Estimated Accuracy
 EH0444;SPC MS W     -   513,270.      652,830.      MT  (+/- 180 meters Scaled)
 EH0444
 EH0444                          SUPERSEDED SURVEY CONTROL
 EH0444
 EH0444  NGVD 29 (??/??/??)   49.774  (m)          163.30   (f) ADJUSTED    1 2
 EH0444
 EH0444.Superseded values are not recommended for survey control.
 EH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0444.See file dsdata.txt to determine how the superseded data were derived.
 EH0444
 EH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT987784(NAD 83)
 EH0444_MARKER: DD = SURVEY DISK
 EH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0444_STAMPING: REF 95/96
 EH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0444+STABILITY: SURFACE MOTION
 EH0444
 EH0444  HISTORY     - Date     Condition        Report By
 EH0444  HISTORY     - UNK      MONUMENTED       DOD
 EH0444  HISTORY     - 1973     GOOD             NGS
 EH0444
 EH0444                          STATION DESCRIPTION
 EH0444
 EH0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EH0444'4.1 MI SW FROM RENA LARA.
 EH0444'THE MARK IS LOCATED 4.1 MILES SW OF RENA LARA ON THE LANDSIDE OF THE
 EH0444'MISSISSIPPI RIVER LEVEE, 0.4 MILE WEST OF A SLIGHT CURVE IN THE LEVEE,
 EH0444'7.3 MILES NORTH OF DEESON, 9.4 MILES SW OF SHERARD IN THE SE 1/4 OF
 EH0444'THE NW 1/4 OF SECTION 17, T 26N, R 6W.  IT IS 332 FEET SOUTH OF THE
 EH0444'CENTER OF THE TOP OF THE LEVEE, 503 FEET WEST OF BM 95/96, 67 FEET
 EH0444'NORTH OF A FENCE, 46 FEET NORTH OF THE CENTER OF A SMALL DITCH, 2 FEET
 EH0444'EAST OF A 4 INCH IRON PIPE, 1 FOOT WEST OF A METAL WITNESS POST SET IN
 EH0444'THE TOP OF A 6 INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES. TO
 EH0444'REACH FROM THE JUNCTION OF STATE HIGHWAY 322 AND STATE HIGHWAY 1 AT
 EH0444'SHERARD GO SW ON STATE HIGHWAY 1 FOR 5.8 MILES TO A CROSSROAD AND THE
 EH0444'BAPTIST CHURCH AT RENA LARA. CONTINUE SW ON STATE HIGHWAY 1 FOR 2.7
 EH0444'MILES TO A CROSSROAD. TURN RIGHT AND GO NW ON A GRAVELED ROAD FOR 0.45
 EH0444'MILES TO A FORK AT THE BASE OF THE LEVEE. TAKE THE LEFT FORK ONTO THE
 EH0444'LEVEE AND GO WEST ON THE LEVEE FOR 1.4 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0445 ***********************************************************************
 EH0445  DESIGNATION -  96/97
 EH0445  PID         -  EH0445
 EH0445  STATE/COUNTY-  MS/COAHOMA
 EH0445  USGS QUAD   -  RENA LARA (1982)
 EH0445
 EH0445                         *CURRENT SURVEY CONTROL
 EH0445  ___________________________________________________________________
 EH0445* NAD 83(1986)-  34 07 45.     (N)    090 51 45.     (W)     SCALED    
 EH0445* NAVD 88     -        49.216  (meters)     161.47   (feet)  ADJUSTED  
 EH0445  ___________________________________________________________________
 EH0445  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0445  DYNAMIC HT  -          49.167 (meters)     161.31  (feet)  COMP
 EH0445  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EH0445
 EH0445  VERT ORDER  -  FIRST     CLASS II
 EH0445
 EH0445.The horizontal coordinates were scaled from a topographic map and have
 EH0445.an estimated accuracy of +/- 6 seconds.
 EH0445
 EH0445.The orthometric height was determined by differential leveling
 EH0445.and adjusted in June 1991.
 EH0445
 EH0445.The geoid height was determined by GEOID03.
 EH0445
 EH0445.The dynamic height is computed by dividing the NAVD 88
 EH0445.geopotential number by the normal gravity value computed on the
 EH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0445.degrees latitude (g = 980.6199 gals.).
 EH0445
 EH0445.The modeled gravity was interpolated from observed gravity values.
 EH0445
 EH0445;                    North         East    Units  Estimated Accuracy
 EH0445;SPC MS W     -   513,400.      651,190.      MT  (+/- 180 meters Scaled)
 EH0445
 EH0445                          SUPERSEDED SURVEY CONTROL
 EH0445
 EH0445  NGVD 29 (??/??/??)   49.284  (m)          161.69   (f) ADJUSTED    1 2
 EH0445
 EH0445.Superseded values are not recommended for survey control.
 EH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0445.See file dsdata.txt to determine how the superseded data were derived.
 EH0445
 EH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT971785(NAD 83)
 EH0445_MARKER: DD = SURVEY DISK
 EH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0445_STAMPING: BM 96/97
 EH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0445+STABILITY: SURFACE MOTION
 EH0445
 EH0445  HISTORY     - Date     Condition        Report By
 EH0445  HISTORY     - UNK      MONUMENTED       DOD
 EH0445  HISTORY     - 1973     GOOD             MSHD
 EH0445
 EH0445                          STATION DESCRIPTION
 EH0445
 EH0445'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0445'4.9 MI SW FROM RENA LARA.
 EH0445'THE MARK IS LOCATED 4.9 MILES SW OF RENA LARA ON THE LANDSIDE OF THE
 EH0445'MISSISSIPPI RIVER LEVEE, 7.4 MILES NORTH OF DEESON, 10.3 MILES SW OF
 EH0445'SHERARD, 0.65 MILE NORTH OF THE COAHOMA-BOLIVAR COUNTY LINE IN THE SE
 EH0445'1/4 OF THE NW 1/4 OF SECTION 18, T 26N, R 6W.  IT IS 338 FEET SOUTH OF
 EH0445'THE CENTER OF THE TOP OF THE LEVEE, 305 FEET SOUTH OF MILE POST 96/97,
 EH0445'303.5 FEET SOUTH OF LAKE AZIMUTH 1964, 410 FEET EAST OF REF 96/97, 64
 EH0445'FEET NORTH OF A FENCE, 1.5 FEET EAST OF A 4 INCH IRON PIPE, 1 FOOT
 EH0445'WEST OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 EH0445'CONCRETE POST AND IS ABOUT 4 INCHES BELOW THE GROUND. TO REACH FROM
 EH0445'THE JUNCTION OF STATE HIGHWAY 322 AND STATE HIGHWAY 1 AT SHERARD GO SW
 EH0445'ON STATE HIGHWAY 1 FOR 5.8 MILES TO A CROSSROAD AND THE BAPTIST CHURCH
 EH0445'IN RENA LARA.  CONTINUE SW ON STATE HIGHWAY 1 FOR 2.7 MILES TO A
 EH0445'CROSSROAD.  TURN RIGHT AND GO NW ON A GRAVELED ROAD FOR 0.45 MILE TO A
 EH0445'FORK AT THE BASE OF THE LEVEE. TAKE THE LEFT FORK ONTO THE LEVEE AND
 EH0445'GO WEST FOR 2.35 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0446 ***********************************************************************
 EH0446  DESIGNATION -  96/97 REF
 EH0446  PID         -  EH0446
 EH0446  STATE/COUNTY-  MS/COAHOMA
 EH0446  USGS QUAD   -  RENA LARA (1982)
 EH0446
 EH0446                         *CURRENT SURVEY CONTROL
 EH0446  ___________________________________________________________________
 EH0446* NAD 83(1986)-  34 07 46.     (N)    090 51 43.     (W)     SCALED    
 EH0446* NAVD 88     -        48.491  (meters)     159.09   (feet)  ADJUSTED  
 EH0446  ___________________________________________________________________
 EH0446  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0446  DYNAMIC HT  -          48.443 (meters)     158.93  (feet)  COMP
 EH0446  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EH0446
 EH0446  VERT ORDER  -  FIRST     CLASS II
 EH0446
 EH0446.The horizontal coordinates were scaled from a topographic map and have
 EH0446.an estimated accuracy of +/- 6 seconds.
 EH0446
 EH0446.The orthometric height was determined by differential leveling
 EH0446.and adjusted in June 1991.
 EH0446
 EH0446.The geoid height was determined by GEOID03.
 EH0446
 EH0446.The dynamic height is computed by dividing the NAVD 88
 EH0446.geopotential number by the normal gravity value computed on the
 EH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0446.degrees latitude (g = 980.6199 gals.).
 EH0446
 EH0446.The modeled gravity was interpolated from observed gravity values.
 EH0446
 EH0446;                    North         East    Units  Estimated Accuracy
 EH0446;SPC MS W     -   513,430.      651,240.      MT  (+/- 180 meters Scaled)
 EH0446
 EH0446                          SUPERSEDED SURVEY CONTROL
 EH0446
 EH0446  NGVD 29 (??/??/??)   48.560  (m)          159.32   (f) ADJUSTED    1 2
 EH0446
 EH0446.Superseded values are not recommended for survey control.
 EH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0446.See file dsdata.txt to determine how the superseded data were derived.
 EH0446
 EH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT971785(NAD 83)
 EH0446_MARKER: DD = SURVEY DISK
 EH0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0446_STAMPING: REF 96/97
 EH0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0446+STABILITY: SURFACE MOTION
 EH0446
 EH0446  HISTORY     - Date     Condition        Report By
 EH0446  HISTORY     - UNK      MONUMENTED       DOD
 EH0446  HISTORY     - 1973     GOOD             MSHD
 EH0446
 EH0446                          STATION DESCRIPTION
 EH0446
 EH0446'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0446'5 MI SW FROM RENA LARA.
 EH0446'THE MARK IS LOCATED 5 MILES SW OF RENA LARA ON THE LANDSIDE OF THE
 EH0446'MISSISSIPPI RIVER LEVEE, 7.4 MILES NORTH OF DEESON, 10.4 MILES SW OF
 EH0446'SHERARD, 0.65 MILE NORTH OF THE COAHOMA-BOLIVAR COUNTY LINE.  IT IS
 EH0446'336 FEET SOUTH OF THE CENTER OF THE TOP OF THE LEVEE, 410 FEET WEST OF
 EH0446'BM 96/97, 58 FEET NORTH OF A FENCE, 22 FEET SOUTH OF THE LOWER EDGE OF
 EH0446'A BERM, 2 FEET EAST OF A 4 INCH IRON PIPE, 1 FOOT WEST OF A METAL
 EH0446'WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EH0446'PROJECTING 1 INCH.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 322
 EH0446'AND STATE HIGHWAY 1 AT SHERARD GO SW ON STATE HIGHWAY 1 FOR 5.8 MILES
 EH0446'TO A CROSSROAD AND THE BAPTIST CHURCH AT RENA LARA.  CONTINUE SW ON
 EH0446'STATE HIGHWAY 1 FOR 2.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO NW ON
 EH0446'A GRAVELED ROAD FOR 0.45 MILE TO A FORK AT THE BASE OF THE LEVEE. TAKE
 EH0446'THE LEFT FORK ONTO THE LEVEE AND GO WEST ON THE LEVEE FOR 2.45 MILES
 EH0446'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0454 ***********************************************************************
 EH0454  DESIGNATION -  97/98
 EH0454  PID         -  EH0454
 EH0454  STATE/COUNTY-  MS/COAHOMA
 EH0454  USGS QUAD   -  RENA LARA (1982)
 EH0454
 EH0454                         *CURRENT SURVEY CONTROL
 EH0454  ___________________________________________________________________
 EH0454* NAD 83(1986)-  34 07 38.     (N)    090 52 18.     (W)     SCALED    
 EH0454* NAVD 88     -        48.165  (meters)     158.02   (feet)  ADJUSTED  
 EH0454  ___________________________________________________________________
 EH0454  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0454  DYNAMIC HT  -          48.117 (meters)     157.86  (feet)  COMP
 EH0454  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 EH0454
 EH0454  VERT ORDER  -  FIRST     CLASS I
 EH0454
 EH0454.The horizontal coordinates were scaled from a topographic map and have
 EH0454.an estimated accuracy of +/- 6 seconds.
 EH0454
 EH0454.The orthometric height was determined by differential leveling
 EH0454.and adjusted in June 1991.
 EH0454
 EH0454.The geoid height was determined by GEOID03.
 EH0454
 EH0454.The dynamic height is computed by dividing the NAVD 88
 EH0454.geopotential number by the normal gravity value computed on the
 EH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0454.degrees latitude (g = 980.6199 gals.).
 EH0454
 EH0454.The modeled gravity was interpolated from observed gravity values.
 EH0454
 EH0454;                    North         East    Units  Estimated Accuracy
 EH0454;SPC MS W     -   513,190.      650,340.      MT  (+/- 180 meters Scaled)
 EH0454
 EH0454                          SUPERSEDED SURVEY CONTROL
 EH0454
 EH0454  NGVD 29 (??/??/??)   48.222  (m)          158.21   (f) ADJUSTED    1 1
 EH0454
 EH0454.Superseded values are not recommended for survey control.
 EH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0454.See file dsdata.txt to determine how the superseded data were derived.
 EH0454
 EH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT962783(NAD 83)
 EH0454_MARKER: DD = SURVEY DISK
 EH0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0454_STAMPING: 97/98
 EH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0454+STABILITY: SURFACE MOTION
 EH0454
 EH0454  HISTORY     - Date     Condition        Report By
 EH0454  HISTORY     - UNK      MONUMENTED       DOD
 EH0454  HISTORY     - 1974     GOOD             NGS
 EH0454  HISTORY     - 1976     GOOD             NGS
 EH0454
 EH0454                          STATION DESCRIPTION
 EH0454
 EH0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0454'6.35 MI SW FROM RENA LARA.
 EH0454'ABOUT 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0454'CHURCH AT RENA LARA, THENCE 2.10 MILES WEST AND NORTHWEST ALONG A
 EH0454'GRAVEL ROAD, ABOUT 0.20 MILE SOUTH OF A SLIGHT OFFSET T FORMED BY THE
 EH0454'MAIN LEVEE WITH SPUR LEVEES LEADING NORTH AND SOUTH, ABOUT 300 FEET
 EH0454'SOUTHWEST OF THE GRAVEL ROAD, ABOUT 338 FEET EAST-SOUTHEAST OF THE
 EH0454'CENTER LINE OF THE LEVEE ROAD, ABOUT 318 FEET EAST-SOUTHEAST OF
 EH0454'MILEPOST 97/98, ABOUT 75 FEET NORTHWEST OF THE MOST WESTERLY ONE OF A
 EH0454'ROW OF SYCAMORES, 9 FEET NORTH-NORTHEAST OF THE END OF A FENCE, 0.8
 EH0454'FOOT SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE
 EH0454'GROUND, AND IN THE TOP OF A CONCRETE POST 1 FOOT UNDERGROUND AND
 EH0454'CENTERED BETWEEN TWO 3-INCH IRON PIPES PROJECTING 2.5 FEET.  1/4, SEC
 EH0454'13, T 26N, R 7W.
 EH0454
 EH0454                          STATION RECOVERY (1976)
 EH0454
 EH0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0453 ***********************************************************************
 EH0453  DESIGNATION -  97/98 A RM
 EH0453  PID         -  EH0453
 EH0453  STATE/COUNTY-  MS/COAHOMA
 EH0453  USGS QUAD   -  RENA LARA (1982)
 EH0453
 EH0453                         *CURRENT SURVEY CONTROL
 EH0453  ___________________________________________________________________
 EH0453* NAD 83(1986)-  34 07 38.     (N)    090 52 17.     (W)     SCALED    
 EH0453* NAVD 88     -        56.268  (meters)     184.61   (feet)  POSTED    
 EH0453  ___________________________________________________________________
 EH0453  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0453  DYNAMIC HT  -          56.210 (meters)     184.42  (feet)  COMP
 EH0453  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 EH0453
 EH0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EH0453
 EH0453.The horizontal coordinates were scaled from a topographic map and have
 EH0453.an estimated accuracy of +/- 6 seconds.
 EH0453
 EH0453.The orthometric height was determined by differential leveling
 EH0453.and adjusted by the  in 1992.
 EH0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EH0453.rate of 0.0 thru 1.0 mm/km.
 EH0453
 EH0453.The geoid height was determined by GEOID03.
 EH0453
 EH0453.The dynamic height is computed by dividing the NAVD 88
 EH0453.geopotential number by the normal gravity value computed on the
 EH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0453.degrees latitude (g = 980.6199 gals.).
 EH0453
 EH0453.The modeled gravity was interpolated from observed gravity values.
 EH0453
 EH0453;                    North         East    Units  Estimated Accuracy
 EH0453;SPC MS W     -   513,190.      650,370.      MT  (+/- 180 meters Scaled)
 EH0453
 EH0453                          SUPERSEDED SURVEY CONTROL
 EH0453
 EH0453  NGVD 29 (??/??/??)   56.331  (m)          184.81   (f) ADJUSTED    1 2
 EH0453
 EH0453.Superseded values are not recommended for survey control.
 EH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0453.See file dsdata.txt to determine how the superseded data were derived.
 EH0453
 EH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT962783(NAD 83)
 EH0453_MARKER: DB = BENCH MARK DISK
 EH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0453_STAMPING: R.M. 97/98
 EH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0453+STABILITY: SURFACE MOTION
 EH0453
 EH0453  HISTORY     - Date     Condition        Report By
 EH0453  HISTORY     - UNK      MONUMENTED       CGS
 EH0453  HISTORY     - 1939     GOOD             CGS
 EH0453  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0453
 EH0453                          STATION DESCRIPTION
 EH0453
 EH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0453'5.0 MI N FROM ROUND LAKE.
 EH0453'THE MARK IS A COPPER DISK SET IN CONCRETE BESIDE MILEPOST 97/98 AT THE
 EH0453'TOP OF NEW LEVEE ON THE EAST BANK OF THE MISSISSIPPI RIVER. ABOUT
 EH0453'ONE-FOURTH MILE SOUTH OF THE POINT WHERE THE NEW LEVEE JOINS THE OLD
 EH0453'LEVEE.  MARK IS A STANDARD U. S. E. COPPER DISK.
 EH0453
 EH0453                          STATION RECOVERY (1957)
 EH0453
 EH0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EH0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0452 ***********************************************************************
 EH0452  DESIGNATION -  97/98 B RM
 EH0452  PID         -  EH0452
 EH0452  STATE/COUNTY-  MS/COAHOMA
 EH0452  USGS QUAD   -  RENA LARA (1982)
 EH0452
 EH0452                         *CURRENT SURVEY CONTROL
 EH0452  ___________________________________________________________________
 EH0452* NAD 83(1986)-  34 07 37.     (N)    090 52 17.     (W)     SCALED    
 EH0452* NAVD 88     -        57.143  (meters)     187.48   (feet)  POSTED    
 EH0452  ___________________________________________________________________
 EH0452  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0452  DYNAMIC HT  -          57.090 (meters)     187.30  (feet)  COMP
 EH0452  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 EH0452
 EH0452  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH0452
 EH0452.The horizontal coordinates were scaled from a topographic map and have
 EH0452.an estimated accuracy of +/- 6 seconds.
 EH0452
 EH0452.The orthometric height was determined by differential leveling
 EH0452.and adjusted by the  in 1992.
 EH0452.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH0452.was located on a no-check spur therefore a value was not computed.
 EH0452.No vertical observational check was made to the station.
 EH0452
 EH0452.The geoid height was determined by GEOID03.
 EH0452
 EH0452.The dynamic height is computed by dividing the NAVD 88
 EH0452.geopotential number by the normal gravity value computed on the
 EH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0452.degrees latitude (g = 980.6199 gals.).
 EH0452
 EH0452.The modeled gravity was interpolated from observed gravity values.
 EH0452
 EH0452;                    North         East    Units  Estimated Accuracy
 EH0452;SPC MS W     -   513,160.      650,370.      MT  (+/- 180 meters Scaled)
 EH0452
 EH0452                          SUPERSEDED SURVEY CONTROL
 EH0452
 EH0452  NGVD 29 (??/??/??)   57.206  (m)          187.68   (f) ADJUSTED    1 2
 EH0452
 EH0452.Superseded values are not recommended for survey control.
 EH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0452.See file dsdata.txt to determine how the superseded data were derived.
 EH0452
 EH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT962782(NAD 83)
 EH0452_MARKER: Z = SEE DESCRIPTION
 EH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0452_STAMPING: 97/98
 EH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0452+STABILITY: SURFACE MOTION
 EH0452
 EH0452  HISTORY     - Date     Condition        Report By
 EH0452  HISTORY     - UNK      MONUMENTED       CGS
 EH0452  HISTORY     - 1939     GOOD             CGS
 EH0452  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0452
 EH0452                          STATION DESCRIPTION
 EH0452
 EH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0452'5.4 MI N FROM ROUNDLAKE.
 EH0452'THE MARK IS THE TOP OF THE CONCRETE MILE POST 97/98 AT THE TOP OF THE
 EH0452'NEW LEVEE ON THE EAST BANK OF THE MISSISSIPPI RIVER.  ABOUT ONE-FOURTH
 EH0452'MILE SOUTH OF THE INTERSECTION OF THE NEW AND OLD LEVEES.
 EH0452
 EH0452                          STATION RECOVERY (1957)
 EH0452
 EH0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EH0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0873 ***********************************************************************
 BW0873  DESIGNATION -  98 V 1
 BW0873  PID         -  BW0873
 BW0873  STATE/COUNTY-  MS/ADAMS
 BW0873  USGS QUAD   -  NATCHEZ (1976)
 BW0873
 BW0873                         *CURRENT SURVEY CONTROL
 BW0873  ___________________________________________________________________
 BW0873* NAD 83(1986)-  31 33 22.     (N)    091 24 58.     (W)     SCALED    
 BW0873* NAVD 88     -        42.583  (meters)     139.71   (feet)  ADJUSTED  
 BW0873  ___________________________________________________________________
 BW0873  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0873  DYNAMIC HT  -          42.531 (meters)     139.54  (feet)  COMP
 BW0873  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 BW0873
 BW0873  VERT ORDER  -  FIRST     CLASS II
 BW0873
 BW0873.The horizontal coordinates were scaled from a topographic map and have
 BW0873.an estimated accuracy of +/- 6 seconds.
 BW0873
 BW0873.The orthometric height was determined by differential leveling
 BW0873.and adjusted in February 1994.
 BW0873
 BW0873.The geoid height was determined by GEOID03.
 BW0873
 BW0873.The dynamic height is computed by dividing the NAVD 88
 BW0873.geopotential number by the normal gravity value computed on the
 BW0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0873.degrees latitude (g = 980.6199 gals.).
 BW0873
 BW0873.The modeled gravity was interpolated from observed gravity values.
 BW0873
 BW0873;                    North         East    Units  Estimated Accuracy
 BW0873;SPC MS W     -   228,440.      597,200.      MT  (+/- 180 meters Scaled)
 BW0873
 BW0873                          SUPERSEDED SURVEY CONTROL
 BW0873
 BW0873  NAVD 88 (06/15/91)   42.601  (m)          139.77   (f) UNKNOWN     1 2
 BW0873  NGVD 29 (??/??/??)   42.582  (m)          139.70   (f) ADJUSTED    1 2
 BW0873
 BW0873.Superseded values are not recommended for survey control.
 BW0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0873.See file dsdata.txt to determine how the superseded data were derived.
 BW0873
 BW0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ503923(NAD 83)
 BW0873_MARKER: DD = SURVEY DISK
 BW0873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0873_SP_SET: BRIDGE
 BW0873_STAMPING: BM 98V-1 1967
 BW0873_MARK LOGO: MSHD  
 BW0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0873
 BW0873  HISTORY     - Date     Condition        Report By
 BW0873  HISTORY     - 1967     MONUMENTED       MSHD
 BW0873  HISTORY     - 1968     GOOD             MSHD
 BW0873  HISTORY     - 1980     GOOD             NGS
 BW0873
 BW0873                          STATION DESCRIPTION
 BW0873
 BW0873'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0873'1.1 MI SW FROM NATCHEZ.
 BW0873'THE MARK IS LOCATED 1.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0873'NATCHEZ IN THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT OF THE BRIDGE
 BW0873'OVER THE MISSISSIPPI RIVER ON THE MISSISSIPPI SIDE.  IT IS 15 FEET
 BW0873'WEST SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98 AND 84, 42 FEET
 BW0873'NORTHWEST OF A LAMP POST, SET IN A DRILLED HOLE IN THE SOUTHWEST
 BW0873'CORNER OF THE CONCRETE ABUTMENT OF THE BRIDGE OVER THE MISSISSIPPI
 BW0873'RIVER AT THE END OF THE GUARD RAIL AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 BW0873'OF THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98
 BW0873'AND 84 AND 61 AT THE SOUTHEAST EDGE OF NATCHEZ GO NORTHWEST ON U.S.
 BW0873'HIGHWAY 98 AND 84 FOR 2.5 MILES TO THE MISSISSIPPI RIVER BRIDGE AND
 BW0873'THE MARK ON THE LEFT AS DESCRIBED.
 BW0873
 BW0873                          STATION RECOVERY (1980)
 BW0873
 BW0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BW0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0891 ***********************************************************************
 BW0891  DESIGNATION -  98 V 10
 BW0891  PID         -  BW0891
 BW0891  STATE/COUNTY-  MS/ADAMS
 BW0891  USGS QUAD   -  WASHINGTON (1976)
 BW0891
 BW0891                         *CURRENT SURVEY CONTROL
 BW0891  ___________________________________________________________________
 BW0891* NAD 83(1986)-  31 34 24.     (N)    091 18 58.     (W)     SCALED    
 BW0891* NAVD 88     -        77.077  (meters)     252.88   (feet)  ADJUSTED  
 BW0891  ___________________________________________________________________
 BW0891  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0891  DYNAMIC HT  -          76.983 (meters)     252.57  (feet)  COMP
 BW0891  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 BW0891
 BW0891  VERT ORDER  -  SECOND    CLASS 0
 BW0891
 BW0891.The horizontal coordinates were scaled from a topographic map and have
 BW0891.an estimated accuracy of +/- 6 seconds.
 BW0891
 BW0891.The orthometric height was determined by differential leveling
 BW0891.and adjusted in February 1994.
 BW0891
 BW0891.The geoid height was determined by GEOID03.
 BW0891
 BW0891.The dynamic height is computed by dividing the NAVD 88
 BW0891.geopotential number by the normal gravity value computed on the
 BW0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0891.degrees latitude (g = 980.6199 gals.).
 BW0891
 BW0891.The modeled gravity was interpolated from observed gravity values.
 BW0891
 BW0891;                    North         East    Units  Estimated Accuracy
 BW0891;SPC MS W     -   230,260.      606,710.      MT  (+/- 180 meters Scaled)
 BW0891
 BW0891                          SUPERSEDED SURVEY CONTROL
 BW0891
 BW0891  NAVD 88 (06/15/91)   77.100  (m)          252.95   (f) UNKNOWN     2 0
 BW0891  NGVD 29 (??/??/??)   77.080  (m)          252.89   (f) ADJUSTED    2 0
 BW0891
 BW0891.Superseded values are not recommended for survey control.
 BW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0891.See file dsdata.txt to determine how the superseded data were derived.
 BW0891
 BW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ597943(NAD 83)
 BW0891_MARKER: DD = SURVEY DISK
 BW0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0891_STAMPING: BM 98V-10 1967
 BW0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0891+STABILITY: SURFACE MOTION
 BW0891
 BW0891  HISTORY     - Date     Condition        Report By
 BW0891  HISTORY     - 1967     MONUMENTED       MSHD
 BW0891  HISTORY     - 1969     GOOD             MSHD
 BW0891
 BW0891                          STATION DESCRIPTION
 BW0891
 BW0891'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0891'1 SW FROM WASHINGTON.
 BW0891'THE MARK IS LOCATED 1 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0891'WASHINGTON ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAYS 61, 98 AND 84.
 BW0891'IT IS 45.5 FEET SOUTHEAST OF THE SOUTH LANE OF U.S. HIGHWAYS 61, 98
 BW0891'AND 84, 4 FEET SOUTHWEST OF A POWER LINE POLE, 1.5 FEET NORTHEAST OF A
 BW0891'METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BW0891'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 BW0891'INCHES.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 BW0891'98, 84 AND 61 IN WASHINGTON, TO SOUTHWEST ON U.S. HIGHWAY 61, 98 AND
 BW0891'84 FOR 1.0 MILE TO THE MARK ON THE LEFT JUST BEFORE REACHING ANGLING
 BW0891'SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2007 ***********************************************************************
 BW2007  DESIGNATION -  98 V 100 MSHD
 BW2007  PID         -  BW2007
 BW2007  STATE/COUNTY-  MS/WALTHALL
 BW2007  USGS QUAD   -  KOKOMO (1970)
 BW2007
 BW2007                         *CURRENT SURVEY CONTROL
 BW2007  ___________________________________________________________________
 BW2007* NAD 83(1986)-  31 11 12.     (N)    090 00 41.     (W)     SCALED    
 BW2007* NAVD 88     -       112.08   (+/-2cm)     367.7    (feet)  VERTCON   
 BW2007  ___________________________________________________________________
 BW2007  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW2007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2007
 BW2007.The horizontal coordinates were scaled from a topographic map and have
 BW2007.an estimated accuracy of +/- 6 seconds.
 BW2007
 BW2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2007.The vertical order pertains to the NGVD 29 superseded value.
 BW2007
 BW2007.The geoid height was determined by GEOID03.
 BW2007
 BW2007;                    North         East    Units  Estimated Accuracy
 BW2007;SPC MS W     -   187,020.      730,690.      MT  (+/- 180 meters Scaled)
 BW2007
 BW2007                          SUPERSEDED SURVEY CONTROL
 BW2007
 BW2007  NGVD 29 (??/??/92)  112.111  (m)          367.82   (f) ADJ UNCH    2 0
 BW2007
 BW2007.Superseded values are not recommended for survey control.
 BW2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2007.See file dsdata.txt to determine how the superseded data were derived.
 BW2007
 BW2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ848541(NAD 83)
 BW2007_MARKER: DD = SURVEY DISK
 BW2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2007_STAMPING: BM 98V- 100 1968
 BW2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2007+STABILITY: SURFACE MOTION
 BW2007
 BW2007  HISTORY     - Date     Condition        Report By
 BW2007  HISTORY     - 1968     MONUMENTED       MSHD
 BW2007
 BW2007                          STATION DESCRIPTION
 BW2007
 BW2007'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2007'9.0 MI NE FROM TYLERTOWN.
 BW2007'THE MARK IS LOCATED 9.0 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2007'TYLERTOWN, 9.0 MILES SOUTHWEST OF FOXWORTH, 1.2 MILES EAST OF THE
 BW2007'WALTHALL-MARION COUNTY LINE IN THE SOUTHEAST ANGLE OF THE CROSSING OF
 BW2007'THE FERNWORTH COLUMBIA AND GULF RAILROAD TRACK WITH THE U.S. HIGHWAY
 BW2007'98 IN THE NORTHWEST 1/4 OF SECTION 32, T 3N, R 12E.  IT IS 126 FEET
 BW2007'SOUTH SOUTHEAST OF THE CENTER OF THE CROSSING, 118 FEET SOUTHEAST OF
 BW2007'THE CENTER OF U.S. HIGHWAY 98, 39 FEET SOUTHEAST OF THE SOUTHEAST
 BW2007'RAIL, 63 FEET SOUTHWEST OF A TELEPHONE POLE NO. 475, 69 FEET NORTHEAST
 BW2007'OF A TELEPHONE LINE POLE, 115 FEET EAST SOUTHEAST OF A RIGHT-OF-WAY
 BW2007'MARKER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 BW2007'12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD
 BW2007'AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0838 ***********************************************************************
 BV0838  DESIGNATION -  98 V 101
 BV0838  PID         -  BV0838
 BV0838  STATE/COUNTY-  MS/MARION
 BV0838  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0838
 BV0838                         *CURRENT SURVEY CONTROL
 BV0838  ___________________________________________________________________
 BV0838* NAD 83(1986)-  31 11 51.     (N)    089 58 20.     (W)     SCALED    
 BV0838* NAVD 88     -       106.12   (+/-2cm)     348.2    (feet)  VERTCON   
 BV0838  ___________________________________________________________________
 BV0838  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BV0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0838
 BV0838.The horizontal coordinates were scaled from a topographic map and have
 BV0838.an estimated accuracy of +/- 6 seconds.
 BV0838
 BV0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0838.The vertical order pertains to the NGVD 29 superseded value.
 BV0838
 BV0838.The geoid height was determined by GEOID03.
 BV0838
 BV0838;                    North         East    Units  Estimated Accuracy
 BV0838;SPC MS W     -   188,230.      734,420.      MT  (+/- 180 meters Scaled)
 BV0838
 BV0838                          SUPERSEDED SURVEY CONTROL
 BV0838
 BV0838  NGVD 29 (??/??/92)  106.151  (m)          348.26   (f) ADJ UNCH    2 0
 BV0838
 BV0838.Superseded values are not recommended for survey control.
 BV0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0838.See file dsdata.txt to determine how the superseded data were derived.
 BV0838
 BV0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV167552(NAD 83)
 BV0838_MARKER: DD = SURVEY DISK
 BV0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0838_STAMPING: BM 98V- 101 1968
 BV0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0838+STABILITY: SURFACE MOTION
 BV0838
 BV0838  HISTORY     - Date     Condition        Report By
 BV0838  HISTORY     - 1968     MONUMENTED       MSHD
 BV0838
 BV0838                          STATION DESCRIPTION
 BV0838
 BV0838'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0838'6.5 MI SW FROM FOXWORTH.
 BV0838'THE MARK IS LOCATED 6.5 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0838'FOXWORTH, 9 MILES SOUTHWEST OF COLUMBIA NEAR THE CENTER OF THE WEST
 BV0838'SIDE OF SECTION 26, T 3N, R 12E.  IT IS 195 FEET SOUTH OF THE CENTER
 BV0838'OF U.S. HIGHWAY 98, 28 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 137
 BV0838'FEET WEST OF A POWER LINE SERVICE POLE, 124.5 FEET SOUTHWEST OF THE
 BV0838'NORTHWEST CORNER OF A RED FRAME HOUSE, 2 FEET NORTH NORTHEAST OF A
 BV0838'FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, 11 FEET EAST OF
 BV0838'THE EDGE OF A 3 FOOT BANK, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BV0838'POST ABOUT 5.5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3
 BV0838'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN FOXWORTH, GO EAST ON
 BV0838'MISSISSIPPI HIGHWAY 587 FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 BV0838'HIGHWAY 98.  TURN SHARP RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY
 BV0838'98 FOR 0.7 MILE TO THE FORKS OF U.S. HIGHWAY 98 AND MISSISSIPPI
 BV0838'HIGHWAY 35.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST ON U.S.
 BV0838'HIGHWAY 98 FOR 6.3 MILES TO A SIDE ROAD AND THE MARK ON THE LEFT AS
 BV0838'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0839 ***********************************************************************
 BV0839  DESIGNATION -  98 V 102
 BV0839  PID         -  BV0839
 BV0839  STATE/COUNTY-  MS/MARION
 BV0839  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0839
 BV0839                         *CURRENT SURVEY CONTROL
 BV0839  ___________________________________________________________________
 BV0839* NAD 83(1986)-  31 12 07.     (N)    089 57 32.     (W)     SCALED    
 BV0839* NAVD 88     -       108.69   (+/-2cm)     356.6    (feet)  VERTCON   
 BV0839  ___________________________________________________________________
 BV0839  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BV0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0839
 BV0839.The horizontal coordinates were scaled from a topographic map and have
 BV0839.an estimated accuracy of +/- 6 seconds.
 BV0839
 BV0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0839.The vertical order pertains to the NGVD 29 superseded value.
 BV0839
 BV0839.The geoid height was determined by GEOID03.
 BV0839
 BV0839;                    North         East    Units  Estimated Accuracy
 BV0839;SPC MS W     -   188,730.      735,680.      MT  (+/- 180 meters Scaled)
 BV0839
 BV0839                          SUPERSEDED SURVEY CONTROL
 BV0839
 BV0839  NGVD 29 (??/??/92)  108.721  (m)          356.70   (f) ADJ UNCH    2 0
 BV0839
 BV0839.Superseded values are not recommended for survey control.
 BV0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0839.See file dsdata.txt to determine how the superseded data were derived.
 BV0839
 BV0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV180557(NAD 83)
 BV0839_MARKER: DD = SURVEY DISK
 BV0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0839_STAMPING: BM 98V-102 1968
 BV0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0839+STABILITY: SURFACE MOTION
 BV0839
 BV0839  HISTORY     - Date     Condition        Report By
 BV0839  HISTORY     - 1968     MONUMENTED       MSHD
 BV0839
 BV0839                          STATION DESCRIPTION
 BV0839
 BV0839'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0839'5.6 MI SW FROM FOXWORTH.
 BV0839'THE MARK IS LOCATED 5.6 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0839'FOXWORTH ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 JUST EAST OF A
 BV0839'PIPE LINE CROSSING, 8.1 MILES SOUTHWEST OF COLUMBIA IN THE NORTHEAST
 BV0839'1/4 OF SECTION 26, T 3N, R 12E.  IT IS 90 FEET NORTH OF THE CENTER OF
 BV0839'U.S. HIGHWAY 98, 39 FEET NORTH OF A FENCE, 263 FEET EAST OF THE CENTER
 BV0839'OF A GRAVELED ROAD, 5 FEET SOUTHEAST OF AN 8 INCH OAK, 25 FEET
 BV0839'NORTHEAST OF A 14 INCH OAK, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 BV0839'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE
 BV0839'LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.  TO REACH FROM THE U.S. POST
 BV0839'OFFICE IN FOXWORTH GO EAST ON MISSISSIPPI HIGHWAY 587 FOR 0.4 MILE TO
 BV0839'THE INTERSECTION OF U.S. HIGHWAY 98.  TURN SHARP RIGHT (SOUTHWEST) AND
 BV0839'CONTINUE ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE FORKS OF U.S. HIGHWAY
 BV0839'98 AND MISSISSIPPI HIGHWAY 35.  TAKE THE RIGHT FORK AND CONTINUE
 BV0839'SOUTHWEST ON U.S. HIGHWAY 98 FOR 5.5 MILES TO THE MARK ON THE RIGHT
 BV0839'JUST BEFORE REACHING A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0840 ***********************************************************************
 BV0840  DESIGNATION -  98 V 103
 BV0840  PID         -  BV0840
 BV0840  STATE/COUNTY-  MS/MARION
 BV0840  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0840
 BV0840                         *CURRENT SURVEY CONTROL
 BV0840  ___________________________________________________________________
 BV0840* NAD 83(1986)-  31 12 21.     (N)    089 56 33.     (W)     SCALED    
 BV0840* NAVD 88     -       105.08   (+/-2cm)     344.8    (feet)  VERTCON   
 BV0840  ___________________________________________________________________
 BV0840  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0840
 BV0840.The horizontal coordinates were scaled from a topographic map and have
 BV0840.an estimated accuracy of +/- 6 seconds.
 BV0840
 BV0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0840.The vertical order pertains to the NGVD 29 superseded value.
 BV0840
 BV0840.The geoid height was determined by GEOID03.
 BV0840
 BV0840;                    North         East    Units  Estimated Accuracy
 BV0840;SPC MS W     -   189,160.      737,240.      MT  (+/- 180 meters Scaled)
 BV0840
 BV0840                          SUPERSEDED SURVEY CONTROL
 BV0840
 BV0840  NGVD 29 (??/??/92)  105.105  (m)          344.83   (f) ADJ UNCH    2 0
 BV0840
 BV0840.Superseded values are not recommended for survey control.
 BV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0840.See file dsdata.txt to determine how the superseded data were derived.
 BV0840
 BV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV196561(NAD 83)
 BV0840_MARKER: DD = SURVEY DISK
 BV0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0840_STAMPING: BM 98V-103 1968
 BV0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0840+STABILITY: SURFACE MOTION
 BV0840
 BV0840  HISTORY     - Date     Condition        Report By
 BV0840  HISTORY     - 1968     MONUMENTED       MSHD
 BV0840
 BV0840                          STATION DESCRIPTION
 BV0840
 BV0840'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0840'4.7 MI SW FROM FOXWORTH.
 BV0840'THE MARK IS LOCATED 4.7 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0840'FOXWORTH ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 98, 7.2 MILES
 BV0840'SOUTHWEST OF COLUMBIA, IN THE SOUTHEAST 1/4 OF SECTION 24, T3N, R 12E.
 BV0840'IT IS 94 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 50 FEET
 BV0840'SOUTHWEST OF TELEPHONE CABLE POLE NO. 65, 26 FEET SOUTHWEST OF A 16
 BV0840'INCH OAK, 13.5 FEET WEST OF A 12 INCH OAK, 1 FOOT WEST OF A METAL
 BV0840'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 8
 BV0840'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH
 BV0840'FROM THE U.S. POST OFFICE IN FOXWORTH GO EAST ON MISSISSIPPI HIGHWAY
 BV0840'587 FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98.  TURN SHARP
 BV0840'RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE
 BV0840'FORKS OF U.S. HIGHWAY 98 AND MISSISSIPPI HIGHWAY 35.  TAKE THE RIGHT
 BV0840'FORK AND CONTINUE SOUTHWEST ON U.S. HIGHWAY 98 FOR 0.8 MILE TO THE
 BV0840'MARK ON THE LEFT AT A GAP IN THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0841 ***********************************************************************
 BV0841  DESIGNATION -  98 V 104
 BV0841  PID         -  BV0841
 BV0841  STATE/COUNTY-  MS/MARION
 BV0841  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0841
 BV0841                         *CURRENT SURVEY CONTROL
 BV0841  ___________________________________________________________________
 BV0841* NAD 83(1986)-  31 12 36.     (N)    089 55 46.     (W)     SCALED    
 BV0841* NAVD 88     -       121.70   (+/-2cm)     399.3    (feet)  VERTCON   
 BV0841  ___________________________________________________________________
 BV0841  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0841
 BV0841.The horizontal coordinates were scaled from a topographic map and have
 BV0841.an estimated accuracy of +/- 6 seconds.
 BV0841
 BV0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0841.The vertical order pertains to the NGVD 29 superseded value.
 BV0841
 BV0841.The geoid height was determined by GEOID03.
 BV0841
 BV0841;                    North         East    Units  Estimated Accuracy
 BV0841;SPC MS W     -   189,630.      738,490.      MT  (+/- 180 meters Scaled)
 BV0841
 BV0841                          SUPERSEDED SURVEY CONTROL
 BV0841
 BV0841  NGVD 29 (??/??/92)  121.734  (m)          399.39   (f) ADJ UNCH    2 0
 BV0841
 BV0841.Superseded values are not recommended for survey control.
 BV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0841.See file dsdata.txt to determine how the superseded data were derived.
 BV0841
 BV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV208565(NAD 83)
 BV0841_MARKER: DD = SURVEY DISK
 BV0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0841_STAMPING: BM 98V-104 1968
 BV0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0841+STABILITY: SURFACE MOTION
 BV0841
 BV0841  HISTORY     - Date     Condition        Report By
 BV0841  HISTORY     - 1968     MONUMENTED       MSHD
 BV0841
 BV0841                          STATION DESCRIPTION
 BV0841
 BV0841'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0841'4.0 MI SW FROM FOXWORTH.
 BV0841'THE MARK IS LOCATED 4.0 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0841'FOXWORTH IN THE NORTHWEST ANGLE OF A CROSSROADS ON THE NORTH
 BV0841'RIGHT-OF-WAY OF U.S. HIGHWAY 98, 6.4 MILES SOUTHWEST OF COLUMBIA IN
 BV0841'THE SOUTHEAST 1/4 OF SECTION 19, T 3N, R 13E.  IT IS 83 FEET NORTH OF
 BV0841'THE CENTER OF U.S. HIGHWAY 98, 22 FEET SOUTH SOUTHWEST OF THE CENTER
 BV0841'OF A GRAVELED ROAD, 36 FEET WEST OF A 16 INCH OAK, 200 FEET WEST OF
 BV0841'THE CENTER OF A CROSSROADS, 5 FEET EAST OF AN 8 INCH PINE, 10.5 FEET
 BV0841'SOUTH OF THE EDGE OF A 2 FOOT BANK, 133 FEET WEST SOUTHWEST OF A GAS
 BV0841'VALVE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 BV0841'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 BV0841'6 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN FOXWORTH GO EAST ON
 BV0841'MISSISSIPPI HIGHWAY 587 FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 BV0841'HIGHWAY 98.  TURN SHARP RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY
 BV0841'98 FOR 0.7 MILE TO THE FORKS OF U.S. HIGHWAY 98 AND MISSISSIPPI
 BV0841'HIGHWAY 35.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST ON U.S.
 BV0841'HIGHWAY 98 FOR 3.6 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS
 BV0841'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0846 ***********************************************************************
 BV0846  DESIGNATION -  98 V 105
 BV0846  PID         -  BV0846
 BV0846  STATE/COUNTY-  MS/MARION
 BV0846  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0846
 BV0846                         *CURRENT SURVEY CONTROL
 BV0846  ___________________________________________________________________
 BV0846* NAD 83(1986)-  31 12 53.     (N)    089 54 43.     (W)     SCALED    
 BV0846* NAVD 88     -       106.79   (+/-2cm)     350.4    (feet)  VERTCON   
 BV0846  ___________________________________________________________________
 BV0846  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0846
 BV0846.The horizontal coordinates were scaled from a topographic map and have
 BV0846.an estimated accuracy of +/- 6 seconds.
 BV0846
 BV0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0846.The vertical order pertains to the NGVD 29 superseded value.
 BV0846
 BV0846.The geoid height was determined by GEOID03.
 BV0846
 BV0846;                    North         East    Units  Estimated Accuracy
 BV0846;SPC MS W     -   190,160.      740,150.      MT  (+/- 180 meters Scaled)
 BV0846
 BV0846                          SUPERSEDED SURVEY CONTROL
 BV0846
 BV0846  NGVD 29 (??/??/92)  106.821  (m)          350.46   (f) ADJ UNCH    2 0
 BV0846
 BV0846.Superseded values are not recommended for survey control.
 BV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0846.See file dsdata.txt to determine how the superseded data were derived.
 BV0846
 BV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV225570(NAD 83)
 BV0846_MARKER: DD = SURVEY DISK
 BV0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0846_STAMPING: BM 98V-105 1968
 BV0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0846+STABILITY: SURFACE MOTION
 BV0846
 BV0846  HISTORY     - Date     Condition        Report By
 BV0846  HISTORY     - 1968     MONUMENTED       MSHD
 BV0846
 BV0846                          STATION DESCRIPTION
 BV0846
 BV0846'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0846'2.8 MI SW FROM FOXWORTH.
 BV0846'THE MARK IS LOCATED 2.8 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0846'FOXWORTH ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98, 5.3 MILES
 BV0846'SOUTHWEST OF COLUMBIA IN THE NORTHEAST 1/4 OF SECTION 20, T 3N, R 13E.
 BV0846'IT IS 74 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 22 FEET WEST OF
 BV0846'THE CENTER OF A TRACK ROAD, 9 FEET WEST OF A RIGHT-OF-WAY MARKER, 13
 BV0846'FEET NORTHWEST OF ANOTHER RIGHT-OF-WAY MARKER, 100 FEET NORTHEAST OF A
 BV0846'POWER LINE POLE WITH A TRANSFORMER AND GUY WIRES, 30 FEET NORTH OF A
 BV0846'TELEPHONE CABLE, 1.5 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL
 BV0846'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 8
 BV0846'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH
 BV0846'FROM THE U.S. POST OFFICE IN FOXWORTH GO EAST ON MISSISSIPPI HIGHWAY
 BV0846'587 FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN SHARP
 BV0846'RIGHT AND CONTINUE SOUTHWEST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE
 BV0846'FORKS OF U.S. HIGHWAY 98 AND MISSISSIPPI HIGHWAY 35. TAKE THE RIGHT
 BV0846'FORK AND CONTINUE SOUTHWEST ON U.S. HIGHWAY 98 FOR 2.4 MILES TO A
 BV0846'CROSSROADS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 98 FOR 0.1 MILE TO A
 BV0846'TRACK ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0847 ***********************************************************************
 BV0847  DESIGNATION -  98 V 106
 BV0847  PID         -  BV0847
 BV0847  STATE/COUNTY-  MS/MARION
 BV0847  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0847
 BV0847                         *CURRENT SURVEY CONTROL
 BV0847  ___________________________________________________________________
 BV0847* NAD 83(1986)-  31 13 08.     (N)    089 53 49.     (W)     SCALED    
 BV0847* NAVD 88     -        75.97   (+/-2cm)     249.2    (feet)  VERTCON   
 BV0847  ___________________________________________________________________
 BV0847  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0847
 BV0847.The horizontal coordinates were scaled from a topographic map and have
 BV0847.an estimated accuracy of +/- 6 seconds.
 BV0847
 BV0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0847.The vertical order pertains to the NGVD 29 superseded value.
 BV0847
 BV0847.The geoid height was determined by GEOID03.
 BV0847
 BV0847;                    North         East    Units  Estimated Accuracy
 BV0847;SPC MS W     -   190,630.      741,580.      MT  (+/- 180 meters Scaled)
 BV0847
 BV0847                          SUPERSEDED SURVEY CONTROL
 BV0847
 BV0847  NGVD 29 (??/??/92)   76.008  (m)          249.37   (f) ADJ UNCH    2 0
 BV0847
 BV0847.Superseded values are not recommended for survey control.
 BV0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0847.See file dsdata.txt to determine how the superseded data were derived.
 BV0847
 BV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV240574(NAD 83)
 BV0847_MARKER: DD = SURVEY DISK
 BV0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0847_STAMPING: BM 98V-106 1968
 BV0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0847+STABILITY: SURFACE MOTION
 BV0847
 BV0847  HISTORY     - Date     Condition        Report By
 BV0847  HISTORY     - 1968     MONUMENTED       MSHD
 BV0847
 BV0847                          STATION DESCRIPTION
 BV0847
 BV0847'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0847'1.9 MI SW FROM FOXWORTH.
 BV0847'THE MARK IS LOCATED 1.9 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0847'FOXWORTH ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98, 4.5 MILES
 BV0847'SOUTHWEST OF COLUMBIA NEAR THE CENTER OF THE NORTH SIDE OF SECTION 21,
 BV0847'T3N, R 13E.  IT IS 73 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 14
 BV0847'FEET EAST OF A 24 INCH PINE, 11 FEET EAST OF A FENCE CORNER, 30 FEET
 BV0847'NORTHEAST OF A GAS VALVE, 28 FEET NORTH OF A TELEPHONE CABLE, 83 FEET
 BV0847'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 50 FEET NORTHEAST
 BV0847'OF THE CENTER OF THE DRIVEWAY LEADING TO THE STORE, 1.5 FEET SOUTH OF
 BV0847'A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BV0847'INCH ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 BV0847'AND PROJECTS 1 INCH.  TO REACH FROM THE U.S. POST OFFICE IN FOXWORTH
 BV0847'GO EAST ON MISSISSIPPI HIGHWAY 587 FOR 0.4 MILE TO THE INTERSECTION OF
 BV0847'U.S. HIGHWAY 98.  TURN SHARP RIGHT AND CONTINUE SOUTHWEST ON U.S.
 BV0847'HIGHWAY 98 FOR 0.7 MILE TO THE FORKS OF U.S. HIGHWAY 98 AND
 BV0847'MISSISSIPPI HIGHWAY 35.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST ON
 BV0847'U.S. HIGHWAY 98 FOR 1.5 MILES TO THE MARK ON THE RIGHT JUST BEFORE
 BV0847'REACHING GARNERS GROCERY ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0849 ***********************************************************************
 BV0849  DESIGNATION -  98 V 107
 BV0849  PID         -  BV0849
 BV0849  STATE/COUNTY-  MS/MARION
 BV0849  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0849
 BV0849                         *CURRENT SURVEY CONTROL
 BV0849  ___________________________________________________________________
 BV0849* NAD 83(1986)-  31 13 48.     (N)    089 52 07.     (W)     SCALED    
 BV0849* NAVD 88     -        54.61   (+/-2cm)     179.2    (feet)  VERTCON   
 BV0849  ___________________________________________________________________
 BV0849  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0849
 BV0849.The horizontal coordinates were scaled from a topographic map and have
 BV0849.an estimated accuracy of +/- 6 seconds.
 BV0849
 BV0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0849.The vertical order pertains to the NGVD 29 superseded value.
 BV0849
 BV0849.The geoid height was determined by GEOID03.
 BV0849
 BV0849;                    North         East    Units  Estimated Accuracy
 BV0849;SPC MS W     -   191,870.      744,270.      MT  (+/- 180 meters Scaled)
 BV0849
 BV0849                          SUPERSEDED SURVEY CONTROL
 BV0849
 BV0849  NGVD 29 (??/??/92)   54.646  (m)          179.28   (f) ADJ UNCH    2 0
 BV0849
 BV0849.Superseded values are not recommended for survey control.
 BV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0849.See file dsdata.txt to determine how the superseded data were derived.
 BV0849
 BV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV267586(NAD 83)
 BV0849_MARKER: DD = SURVEY DISK
 BV0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0849_SP_SET: ABUTMENT
 BV0849_STAMPING: BM 98V-107 1969
 BV0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0849
 BV0849  HISTORY     - Date     Condition        Report By
 BV0849  HISTORY     - 1969     MONUMENTED       MSHD
 BV0849
 BV0849                          STATION DESCRIPTION
 BV0849
 BV0849'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0849'0.4 MI S FROM FOXWORTH.
 BV0849'THE MARK IS LOCATED 0.4 MILE SOUTH OF FOXWORTH IN THE BASE OF THE
 BV0849'CURVED RAILING AT THE SOUTH END OF THE EAST ABUTMENT OF A LARGE
 BV0849'CONCRETE BRIDGE OVER THE GM AND O RAILROAD TRACK AND IS IN THE
 BV0849'NORTHWEST 1/4 OF SECTION 14, T3N, R 13E.  IT IS 14.5 FEET SOUTHEAST OF
 BV0849'THE CENTER OF U.S. HIGHWAY 98, 3 FEET WEST OF A METAL WITNESS POST,
 BV0849'1.6 FEET WEST OF THE EAST END OF THE RAILING, SET IN A DRILLED HOLE IN
 BV0849'THE SOUTH CURVED RAILING AT THE EAST ABUTMENT OF A CONCRETE BRIDGE
 BV0849'OVER THE GM AND O RAILROAD TRACK AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 BV0849'OF THE HIGHWAY.  TO REACH FROM THE U.S. POST OFFICE IN FOXWORTH GO
 BV0849'EAST ON MISSISSIPPI 587 FOR 0.45 MILE TO THE INTERSECTION OF U.S.
 BV0849'HIGHWAY 98.  TURN SHARP RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY
 BV0849'98 FOR 0.45 MILE TO THE CONCRETE BRIDGE AND THE MARK ON THE LEFT AS
 BV0849'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0852 ***********************************************************************
 BV0852  DESIGNATION -  98 V 108
 BV0852  PID         -  BV0852
 BV0852  STATE/COUNTY-  MS/MARION
 BV0852  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0852
 BV0852                         *CURRENT SURVEY CONTROL
 BV0852  ___________________________________________________________________
 BV0852* NAD 83(1986)-  31 14 22.     (N)    089 51 03.     (W)     SCALED    
 BV0852* NAVD 88     -        44.92   (+/-2cm)     147.4    (feet)  VERTCON   
 BV0852  ___________________________________________________________________
 BV0852  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BV0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0852
 BV0852.The horizontal coordinates were scaled from a topographic map and have
 BV0852.an estimated accuracy of +/- 6 seconds.
 BV0852
 BV0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0852.The vertical order pertains to the NGVD 29 superseded value.
 BV0852
 BV0852.The geoid height was determined by GEOID03.
 BV0852
 BV0852;                    North         East    Units  Estimated Accuracy
 BV0852;SPC MS W     -   192,920.      745,960.      MT  (+/- 180 meters Scaled)
 BV0852
 BV0852                          SUPERSEDED SURVEY CONTROL
 BV0852
 BV0852  NGVD 29 (??/??/92)   44.958  (m)          147.50   (f) ADJ UNCH    2 0
 BV0852
 BV0852.Superseded values are not recommended for survey control.
 BV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0852.See file dsdata.txt to determine how the superseded data were derived.
 BV0852
 BV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV284596(NAD 83)
 BV0852_MARKER: DD = SURVEY DISK
 BV0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0852_SP_SET: ABUTMENT
 BV0852_STAMPING: BM 98V-108 1969
 BV0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0852
 BV0852  HISTORY     - Date     Condition        Report By
 BV0852  HISTORY     - 1969     MONUMENTED       MSHD
 BV0852  HISTORY     - 1977     GOOD             LOCENG
 BV0852
 BV0852                          STATION DESCRIPTION
 BV0852
 BV0852'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0852'1.0 MI ENE FROM FOXWORTH.
 BV0852'THE MARK IS LOCATED 1.0 MILE EAST NORTHEAST OF FOXWORTH IN THE NORTH
 BV0852'END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE JUST WEST OF PEARL
 BV0852'RIVER, 1.5 MILES SOUTHWEST OF COLUMBIA IN THE SOUTHWEST 1/4 OF SECTION
 BV0852'12, T 3N, R 13E.  IT IS 15.5 FEET NORTH OF THE CENTER OF THE SOUTH
 BV0852'LANE OF U.S. HIGHWAY 98, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 BV0852'SET IN A DRILLED HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A
 BV0852'CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.  TO REACH FROM
 BV0852'THE U.S. POST OFFICE IN FOXWORTH GO EAST ON MISSISSIPPI 587 FOR 0.45
 BV0852'MILE TO THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST)
 BV0852'AND CONTINUE ON U.S. HIGHWAY 98 FOR 0.7 MILE TO A CONCRETE BRIDGE AND
 BV0852'THE MARK ON THE LEFT.
 BV0852
 BV0852                          STATION RECOVERY (1977)
 BV0852
 BV0852'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BV0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0853 ***********************************************************************
 BV0853  DESIGNATION -  98 V 109
 BV0853  PID         -  BV0853
 BV0853  STATE/COUNTY-  MS/MARION
 BV0853  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0853
 BV0853                         *CURRENT SURVEY CONTROL
 BV0853  ___________________________________________________________________
 BV0853* NAD 83(1986)-  31 14 04.     (N)    089 50 12.     (W)     SCALED    
 BV0853* NAVD 88     -        42.56   (+/-2cm)     139.6    (feet)  VERTCON   
 BV0853  ___________________________________________________________________
 BV0853  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0853
 BV0853.The horizontal coordinates were scaled from a topographic map and have
 BV0853.an estimated accuracy of +/- 6 seconds.
 BV0853
 BV0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0853.The vertical order pertains to the NGVD 29 superseded value.
 BV0853
 BV0853.The geoid height was determined by GEOID03.
 BV0853
 BV0853;                    North         East    Units  Estimated Accuracy
 BV0853;SPC MS W     -   192,380.      747,320.      MT  (+/- 180 meters Scaled)
 BV0853
 BV0853                          SUPERSEDED SURVEY CONTROL
 BV0853
 BV0853  NGVD 29 (??/??/92)   42.604  (m)          139.78   (f) ADJ UNCH    2 0
 BV0853
 BV0853.Superseded values are not recommended for survey control.
 BV0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0853.See file dsdata.txt to determine how the superseded data were derived.
 BV0853
 BV0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV298590(NAD 83)
 BV0853_MARKER: DD = SURVEY DISK
 BV0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0853_STAMPING: BM 98V-109 1969
 BV0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0853+STABILITY: SURFACE MOTION
 BV0853
 BV0853  HISTORY     - Date     Condition        Report By
 BV0853  HISTORY     - 1969     MONUMENTED       MSHD
 BV0853  HISTORY     - 1977     GOOD             LOCENG
 BV0853  HISTORY     - 20030312 POOR             INDIV
 BV0853
 BV0853                          STATION DESCRIPTION
 BV0853
 BV0853'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0853'1.2 MI S FROM COLUMBIA.
 BV0853'THE MARK IS LOCATED 1.2 MILES SOUTH OF COLUMBIA ON THE SOUTH
 BV0853'RIGHT-OF-WAY OF U.S. HIGHWAY 98 BYPASS AT THE EAST EDGE OF A SLOUGH IN
 BV0853'THE SOUTHWEST 1/4 OF SECTION 8, T3N, R 18W.  IT IS 178 FEET SOUTH OF
 BV0853'THE CENTER OF U.S. HIGHWAY 98, 19 FEET WEST OF THE CENTER OF A NARROW
 BV0853'GRAVELED ROAD, 3 FEET NORTH OF A FENCE, 2 FEET SOUTHEAST OF A POWER
 BV0853'LINE POLE WITH A GUY WIRE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 BV0853'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 5 FEET BELOW THE
 BV0853'LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  TO REACH FROM THE MARION
 BV0853'COUNTY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 0.1 MILE TO
 BV0853'THE INTERSECTION OF HIGH SCHOOL AVENUE.  TURN RIGHT (SOUTH) AND
 BV0853'CONTINUE ON HIGH SCHOOL AVENUE FOR 0.6 MILE TO THE JUNCTION OF
 BV0853'MISSISSIPPI HIGHWAY 13.  TURN LEFT (SOUTHEAST) AND CONTINUE ON
 BV0853'MISSISSIPPI HIGHWAY 13 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 BV0853'HIGHWAY 98.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 98
 BV0853'FOR 0.7 MILE TO A NARROW GRAVELED ROAD AND THE MARK ON THE LEFT AS
 BV0853'DESCRIBED.
 BV0853
 BV0853                          STATION RECOVERY (1977)
 BV0853
 BV0853'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BV0853'RECOVERED IN GOOD CONDITION.
 BV0853
 BV0853                          STATION RECOVERY (2003)
 BV0853
 BV0853'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JSW)
 BV0853'THE CONCRETE POST WAS FOUND NEAR THE MARKER SIGHT LYING ON ITS SIDE.
 BV0853'THE STEM OF THE MARKER WAS VISIBLE IN THE POST, BUT THE MARKER ITSELF
 BV0853'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0896 ***********************************************************************
 BW0896  DESIGNATION -  98 V 11
 BW0896  PID         -  BW0896
 BW0896  STATE/COUNTY-  MS/ADAMS
 BW0896  USGS QUAD   -  WASHINGTON (1976)
 BW0896
 BW0896                         *CURRENT SURVEY CONTROL
 BW0896  ___________________________________________________________________
 BW0896* NAD 83(1986)-  31 34 40.     (N)    091 17 10.     (W)     SCALED    
 BW0896* NAVD 88     -        87.563  (meters)     287.28   (feet)  ADJUSTED  
 BW0896  ___________________________________________________________________
 BW0896  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0896  DYNAMIC HT  -          87.457 (meters)     286.93  (feet)  COMP
 BW0896  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 BW0896
 BW0896  VERT ORDER  -  SECOND    CLASS 0
 BW0896
 BW0896.The horizontal coordinates were scaled from a topographic map and have
 BW0896.an estimated accuracy of +/- 6 seconds.
 BW0896
 BW0896.The orthometric height was determined by differential leveling
 BW0896.and adjusted in February 1994.
 BW0896
 BW0896.The geoid height was determined by GEOID03.
 BW0896
 BW0896.The dynamic height is computed by dividing the NAVD 88
 BW0896.geopotential number by the normal gravity value computed on the
 BW0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0896.degrees latitude (g = 980.6199 gals.).
 BW0896
 BW0896.The modeled gravity was interpolated from observed gravity values.
 BW0896
 BW0896;                    North         East    Units  Estimated Accuracy
 BW0896;SPC MS W     -   230,730.      609,560.      MT  (+/- 180 meters Scaled)
 BW0896
 BW0896                          SUPERSEDED SURVEY CONTROL
 BW0896
 BW0896  NAVD 88 (06/15/91)   87.587  (m)          287.36   (f) UNKNOWN     2 0
 BW0896  NGVD 29 (??/??/??)   87.567  (m)          287.29   (f) ADJUSTED    2 0
 BW0896
 BW0896.Superseded values are not recommended for survey control.
 BW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0896.See file dsdata.txt to determine how the superseded data were derived.
 BW0896
 BW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ626949(NAD 83)
 BW0896_MARKER: DD = SURVEY DISK
 BW0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0896_STAMPING: BM 98V-11 1967
 BW0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0896+STABILITY: SURFACE MOTION
 BW0896
 BW0896  HISTORY     - Date     Condition        Report By
 BW0896  HISTORY     - 1967     MONUMENTED       MSHD
 BW0896  HISTORY     - 1968     GOOD             MSHD
 BW0896
 BW0896                          STATION DESCRIPTION
 BW0896
 BW0896'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0896'0.9 MI SE FROM WASHINGTON.
 BW0896'THE MARK IS LOCATED 0.9 MILE SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0896'WASHINGTON NEAR THE NORTHWEST CORNER OF A CYCLONE FENCE ON THE SOUTH
 BW0896'RIGHT-OF-WAY OF U.S. HIGHWAYS 98 AND 84.  IT IS 44 FEET SOUTHWEST OF
 BW0896'THE CENTER OF U.S. HIGHWAYS 98 AND 84, 12 FEET SOUTHEAST OF THE CENTER
 BW0896'OF A DRIVEWAY, 76 FEET SOUTHWEST OF POWER LINE POLE NO. 161-1/2, 3.5
 BW0896'FEET NORTHEAST OF A 20 INCH OAK, 2.5 FEET SOUTHEAST OF A CYCLONE FENCE
 BW0896'CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 BW0896'INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 BW0896'WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 BW0896'98, 84 AND 61 IN WASHINGTON, GO SOUTHEAST ON U.S. HIGHWAYS 98 AND 84
 BW0896'FOR 0.9 MILE TO A DRIVEWAY LEADING TO A LARGE MOBILE HOME AND THE MARK
 BW0896'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0854 ***********************************************************************
 BV0854  DESIGNATION -  98 V 110
 BV0854  PID         -  BV0854
 BV0854  STATE/COUNTY-  MS/MARION
 BV0854  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0854
 BV0854                         *CURRENT SURVEY CONTROL
 BV0854  ___________________________________________________________________
 BV0854* NAD 83(1986)-  31 14 18.     (N)    089 49 14.     (W)     SCALED    
 BV0854* NAVD 88     -        44.86   (+/-2cm)     147.2    (feet)  VERTCON   
 BV0854  ___________________________________________________________________
 BV0854  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0854
 BV0854.The horizontal coordinates were scaled from a topographic map and have
 BV0854.an estimated accuracy of +/- 6 seconds.
 BV0854
 BV0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0854.The vertical order pertains to the NGVD 29 superseded value.
 BV0854
 BV0854.The geoid height was determined by GEOID03.
 BV0854
 BV0854;                    North         East    Units  Estimated Accuracy
 BV0854;SPC MS W     -   192,810.      748,850.      MT  (+/- 180 meters Scaled)
 BV0854
 BV0854                          SUPERSEDED SURVEY CONTROL
 BV0854
 BV0854  NGVD 29 (??/??/92)   44.897  (m)          147.30   (f) ADJ UNCH    2 0
 BV0854
 BV0854.Superseded values are not recommended for survey control.
 BV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0854.See file dsdata.txt to determine how the superseded data were derived.
 BV0854
 BV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV313594(NAD 83)
 BV0854_MARKER: DD = SURVEY DISK
 BV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0854_STAMPING: BM 98V-110 1969
 BV0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0854+STABILITY: SURFACE MOTION
 BV0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0854+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2005
 BV0854
 BV0854  HISTORY     - Date     Condition        Report By
 BV0854  HISTORY     - 1969     MONUMENTED       MSHD
 BV0854  HISTORY     - 1977     GOOD             LOCENG
 BV0854  HISTORY     - 20051028 GOOD             INDIV
 BV0854
 BV0854                          STATION DESCRIPTION
 BV0854
 BV0854'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0854'1.2 MI SE FROM COLUMBIA.
 BV0854'THE MARK IS LOCATED 1.2 MILES SOUTHEAST OF COLUMBIA ON THE SOUTH
 BV0854'RIGHT-OF-WAY OF U.S. HIGHWAY 98 NEAR THE CENTER OF THE WEST SIDE OF
 BV0854'SECTION 9, T 3N, R 18W.  IT IS 151 FEET SOUTH OF THE CENTER OF U.S.
 BV0854'HIGHWAY 98, 65 FEET WEST OF THE CENTER OF A DRIVEWAY LEADING TO THE
 BV0854'HUMBLE OIL CO., 114 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 BV0854'OFFICE FOR HUMBLE OIL CO., 57 FEET NORTHWEST OF A METAL ANCHOR FOR A
 BV0854'RADIO MAST, 2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A
 BV0854'POWER LINE POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN
 BV0854'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 BV0854'AND PROJECTS 4 INCHES.  TO REACH FROM THE EAST ENTRANCE TO THE MARION
 BV0854'COUNTY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 0.65 MILE TO
 BV0854'THE INTERSECTION OF PARK AVENUE.  TURN RIGHT (SOUTH) AND CONTINUE ON
 BV0854'PARK AVENUE FOR 0.9 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN
 BV0854'LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 0.1 MILE TO A DRIVEWAY
 BV0854'LEADING TO A RED BRICK BUILDING AND A RADIO MAST AND THE MARK ON THE
 BV0854'RIGHT AS DESCRIBED.
 BV0854
 BV0854                          STATION RECOVERY (1977)
 BV0854
 BV0854'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BV0854'RECOVERED IN GOOD CONDITION.
 BV0854
 BV0854                          STATION RECOVERY (2005)
 BV0854
 BV0854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PRS)
 BV0854'MARK WAS FOUND BUT THE OFFICE OF HUMBLE OIL CO. HAS CHANGED TO A LOAN
 BV0854'AND CHECK CASHING OFFICE.  THE METAL ANCHOR FOR THE RADIO MAST IS NO
 BV0854'LONGER THERE AS WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0863 ***********************************************************************
 BV0863  DESIGNATION -  98 V 111
 BV0863  PID         -  BV0863
 BV0863  STATE/COUNTY-  MS/MARION
 BV0863  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0863
 BV0863                         *CURRENT SURVEY CONTROL
 BV0863  ___________________________________________________________________
 BV0863* NAD 83(1986)-  31 14 40.     (N)    089 48 18.     (W)     SCALED    
 BV0863* NAVD 88     -        50.74   (+/-2cm)     166.5    (feet)  VERTCON   
 BV0863  ___________________________________________________________________
 BV0863  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BV0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0863
 BV0863.The horizontal coordinates were scaled from a topographic map and have
 BV0863.an estimated accuracy of +/- 6 seconds.
 BV0863
 BV0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0863.The vertical order pertains to the NGVD 29 superseded value.
 BV0863
 BV0863.The geoid height was determined by GEOID03.
 BV0863
 BV0863;                    North         East    Units  Estimated Accuracy
 BV0863;SPC MS W     -   193,500.      750,330.      MT  (+/- 180 meters Scaled)
 BV0863
 BV0863                          SUPERSEDED SURVEY CONTROL
 BV0863
 BV0863  NGVD 29 (??/??/92)   50.779  (m)          166.60   (f) ADJ UNCH    2 0
 BV0863
 BV0863.Superseded values are not recommended for survey control.
 BV0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0863.See file dsdata.txt to determine how the superseded data were derived.
 BV0863
 BV0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV328600(NAD 83)
 BV0863_MARKER: DD = SURVEY DISK
 BV0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0863_SP_SET: CULVERT
 BV0863_STAMPING: BM 98V-111 1969
 BV0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0863+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 BV0863
 BV0863  HISTORY     - Date     Condition        Report By
 BV0863  HISTORY     - 1969     MONUMENTED       MSHD
 BV0863  HISTORY     - 1977     GOOD             LOCENG
 BV0863  HISTORY     - 20021126 GOOD             INDIV
 BV0863
 BV0863                          STATION DESCRIPTION
 BV0863
 BV0863'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0863'1.7 MI SE FROM COLUMBIA.
 BV0863'THE MARK IS LOCATED 1.7 MILES SOUTHEAST OF COLUMBIA IN THE WST END OF
 BV0863'THE NORTH HEADWALL OF A 7X16 FOOT TRIPLE BOX CULVERT UNDER U.S.
 BV0863'HIGHWAY 98 BYPASS IN THE SOUTHEAST 1/4 OF SECTION 4, T 3N, R 18W.  IT
 BV0863'IS 24.5 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 48 FEET EAST
 BV0863'SOUTHEAST OF A TELEPHONE LINE POLE, 0.7 FEET EAST OF THE WEST END OF
 BV0863'THE HEADWALL, 2 FEET NORTH NORTHEAST OF A METAL WITNESS POST, SET IN A
 BV0863'DRILLED HOLE IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 BV0863'TRIPLE BOX CULVERT ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO
 BV0863'REACH FROM THE EAST ENTRANCE TO THE MARION COUNTY COURTHOUSE IN
 BV0863'COLUMBIA GO EAST ON BROAD STREET FOR 1.5 MILES TO PURVIS ROAD ON THE
 BV0863'RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON PURVIS ROAD FOR 0.5
 BV0863'MILE TO THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST)
 BV0863'AND CONTINUE ON U.S. HIGHWAY 98 FOR 0.1 MILE TO THE CULVERT AND THE
 BV0863'MARK ON THE LEFT AS DESCRIBED.
 BV0863
 BV0863                          STATION RECOVERY (1977)
 BV0863
 BV0863'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BV0863'RECOVERED IN GOOD CONDITION.
 BV0863
 BV0863                          STATION RECOVERY (2002)
 BV0863
 BV0863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BL)
 BV0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0864 ***********************************************************************
 BV0864  DESIGNATION -  98 V 112
 BV0864  PID         -  BV0864
 BV0864  STATE/COUNTY-  MS/MARION
 BV0864  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0864
 BV0864                         *CURRENT SURVEY CONTROL
 BV0864  ___________________________________________________________________
 BV0864* NAD 83(1986)-  31 14 59.     (N)    089 47 21.     (W)     SCALED    
 BV0864* NAVD 88     -        72.14   (+/-2cm)     236.7    (feet)  VERTCON   
 BV0864  ___________________________________________________________________
 BV0864  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BV0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0864
 BV0864.The horizontal coordinates were scaled from a topographic map and have
 BV0864.an estimated accuracy of +/- 6 seconds.
 BV0864
 BV0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0864.The vertical order pertains to the NGVD 29 superseded value.
 BV0864
 BV0864.The geoid height was determined by GEOID03.
 BV0864
 BV0864;                    North         East    Units  Estimated Accuracy
 BV0864;SPC MS W     -   194,090.      751,830.      MT  (+/- 180 meters Scaled)
 BV0864
 BV0864                          SUPERSEDED SURVEY CONTROL
 BV0864
 BV0864  NGVD 29 (??/??/92)   72.179  (m)          236.81   (f) ADJ UNCH    2 0
 BV0864
 BV0864.Superseded values are not recommended for survey control.
 BV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0864.See file dsdata.txt to determine how the superseded data were derived.
 BV0864
 BV0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV343606(NAD 83)
 BV0864_MARKER: DD = SURVEY DISK
 BV0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0864_STAMPING: BM 98V-112 1969
 BV0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0864+STABILITY: SURFACE MOTION
 BV0864
 BV0864  HISTORY     - Date     Condition        Report By
 BV0864  HISTORY     - 1969     MONUMENTED       MSHD
 BV0864
 BV0864                          STATION DESCRIPTION
 BV0864
 BV0864'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0864'2.7 MI E FROM COLUMBIA.
 BV0864'THE MARK IS LOCATED 2.7 MILES EAST OF COLUMBIA ON THE NORTH
 BV0864'RIGHT-OF-WAY OF U.S. HIGHWAY 98 BYPASS NEAR THE SOUTHEAST CORNER OF
 BV0864'THE WOODLAWN CEMETERY NEAR THE CENTER OF THE WEST SIDE OF SECTION 2,
 BV0864'T3N, R 18W.  IT IS 79.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98,
 BV0864'33 FEET NORTH OF THE EDGE OF A 3 FOOT BANK, 2 FEET EAST OF THE
 BV0864'SOUTHEAST CORNER OF A LARGE CEMETERY, 5.5 FEET NORTHEAST OF A 16 INCH
 BV0864'OAK, 1.5 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BV0864'INCH ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 BV0864'AND PROJECTS 6 INCHES.  TO REACH FROM THE EAST ENTRANCE TO THE MARION
 BV0864'COUNTY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO
 BV0864'THE INTERSECTION OF U.S. HIGHWAY 98.  TURN RIGHT (SOUTHWEST) AND
 BV0864'CONTINUE ON U.S. HIGHWAY 98 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0865 ***********************************************************************
 BV0865  DESIGNATION -  98 V 113
 BV0865  PID         -  BV0865
 BV0865  STATE/COUNTY-  MS/MARION
 BV0865  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0865
 BV0865                         *CURRENT SURVEY CONTROL
 BV0865  ___________________________________________________________________
 BV0865* NAD 83(1986)-  31 15 19.     (N)    089 46 29.     (W)     SCALED    
 BV0865* NAVD 88     -        86.79   (+/-2cm)     284.7    (feet)  VERTCON   
 BV0865  ___________________________________________________________________
 BV0865  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BV0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0865
 BV0865.The horizontal coordinates were scaled from a topographic map and have
 BV0865.an estimated accuracy of +/- 6 seconds.
 BV0865
 BV0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0865.The vertical order pertains to the NGVD 29 superseded value.
 BV0865
 BV0865.The geoid height was determined by GEOID03.
 BV0865
 BV0865;                    North         East    Units  Estimated Accuracy
 BV0865;SPC MS W     -   194,710.      753,210.      MT  (+/- 180 meters Scaled)
 BV0865
 BV0865                          SUPERSEDED SURVEY CONTROL
 BV0865
 BV0865  NGVD 29 (??/??/92)   86.825  (m)          284.86   (f) ADJ UNCH    2 0
 BV0865
 BV0865.Superseded values are not recommended for survey control.
 BV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0865.See file dsdata.txt to determine how the superseded data were derived.
 BV0865
 BV0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV357612(NAD 83)
 BV0865_MARKER: DD = SURVEY DISK
 BV0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0865_STAMPING: BM 98V-113 1969
 BV0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0865+STABILITY: SURFACE MOTION
 BV0865
 BV0865  HISTORY     - Date     Condition        Report By
 BV0865  HISTORY     - 1969     MONUMENTED       MSHD
 BV0865
 BV0865                          STATION DESCRIPTION
 BV0865
 BV0865'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0865'3.7 MI NE FROM COLUMBIA.
 BV0865'THE MARK IS LOCATED 3.7 MILES NORTHEAST OF COLUMBIA ON THE SOUTH SIDE
 BV0865'OF U.S. HIGHWAY 98 JUST WEST OF THE SOUTHWEST CORNER OF THE OAKLAWN
 BV0865'DAIRY IN THE NORTHWEST 1/4 OF SECTION 1, T 3N, R 18W.  IT IS 191 FEET
 BV0865'SOUTH SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 98, 23 FEET WEST
 BV0865'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OAKLAWN DAIRY, 31 FEET NORTH
 BV0865'OF THE CENTER OF THE DRIVEWAY LEADING TO THE REAR OF THE DAIRY, 2 FEET
 BV0865'NORTH OF A POWER LINE POLE WITH A LAMP ON IT, 1.5 FEET SOUTHEAST OF A
 BV0865'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BV0865'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. TO
 BV0865'REACH FROM THE EAST ENTRANCE TO THE MARION COUNTY COURTHOUSE IN
 BV0865'COLUMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO THE INTERSECTION OF
 BV0865'U.S. HIGHWAY 98.  TURN LEFT NORTHEAST AND CONTINUE ON U.S. HIGHWAY 98
 BV0865'FOR 0.6 MILE TO THE TOP OF A HILL AND THE DAIRY AND THE MARK ON THE
 BV0865'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0867 ***********************************************************************
 BV0867  DESIGNATION -  98 V 114
 BV0867  PID         -  BV0867
 BV0867  STATE/COUNTY-  MS/MARION
 BV0867  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0867
 BV0867                         *CURRENT SURVEY CONTROL
 BV0867  ___________________________________________________________________
 BV0867* NAD 83(1986)-  31 15 34.     (N)    089 45 14.     (W)     SCALED    
 BV0867* NAVD 88     -        99.59   (+/-2cm)     326.7    (feet)  VERTCON   
 BV0867  ___________________________________________________________________
 BV0867  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0867
 BV0867.The horizontal coordinates were scaled from a topographic map and have
 BV0867.an estimated accuracy of +/- 6 seconds.
 BV0867
 BV0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0867.The vertical order pertains to the NGVD 29 superseded value.
 BV0867
 BV0867.The geoid height was determined by GEOID03.
 BV0867
 BV0867;                    North         East    Units  Estimated Accuracy
 BV0867;SPC MS W     -   195,190.      755,190.      MT  (+/- 180 meters Scaled)
 BV0867
 BV0867                          SUPERSEDED SURVEY CONTROL
 BV0867
 BV0867  NGVD 29 (??/??/92)   99.626  (m)          326.86   (f) ADJ UNCH    2 0
 BV0867
 BV0867.Superseded values are not recommended for survey control.
 BV0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0867.See file dsdata.txt to determine how the superseded data were derived.
 BV0867
 BV0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV377616(NAD 83)
 BV0867_MARKER: DD = SURVEY DISK
 BV0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0867_STAMPING: BM 98V-114 1969
 BV0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0867+STABILITY: SURFACE MOTION
 BV0867
 BV0867  HISTORY     - Date     Condition        Report By
 BV0867  HISTORY     - 1969     MONUMENTED       MSHD
 BV0867
 BV0867                          STATION DESCRIPTION
 BV0867
 BV0867'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0867'4.7 MI NE FROM COLUMBIA.
 BV0867'THE MARK IS LOCATED 4.7 MILES NORTHEAST OF COLUMBIA ON THE SOUTH SIDE
 BV0867'OF U.S. HIGHWAY 98, NORTH OF A GRAVELED ROAD AND WEST OF A BLACKTOP
 BV0867'ROAD IN THE NORTHWEST 1/4 OF SECTION 6, T 3N, R 17W.  IT IS 122 FEET
 BV0867'SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 84 FEET WEST OF THE CENTER OF
 BV0867'A BLACKTOP ROAD, 131 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 5
 BV0867'FEET SOUTHEAST OF A 20 INCH PINE, 41 FEET NORTHEAST OF A 20 INCH PINE,
 BV0867'1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BV0867'CONCRETE POST ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BV0867'2 INCHES.  TO REACH FROM THE EAST ENTRANCE TO THE MARION COUNTY
 BV0867'COURTHOUSE IN COULMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO THE
 BV0867'INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND CONTINUE
 BV0867'ON U.S. HIGHWAY 98 FOR 1.9 MILES TO A SIDE ROAD AND THE MARK ON THE
 BV0867'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0868 ***********************************************************************
 BV0868  DESIGNATION -  98 V 115
 BV0868  PID         -  BV0868
 BV0868  STATE/COUNTY-  MS/MARION
 BV0868  USGS QUAD   -  IMPROVE (1974)
 BV0868
 BV0868                         *CURRENT SURVEY CONTROL
 BV0868  ___________________________________________________________________
 BV0868* NAD 83(1986)-  31 15 40.     (N)    089 44 18.     (W)     SCALED    
 BV0868* NAVD 88     -        82.42   (+/-2cm)     270.4    (feet)  VERTCON   
 BV0868  ___________________________________________________________________
 BV0868  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BV0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0868
 BV0868.The horizontal coordinates were scaled from a topographic map and have
 BV0868.an estimated accuracy of +/- 6 seconds.
 BV0868
 BV0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0868.The vertical order pertains to the NGVD 29 superseded value.
 BV0868
 BV0868.The geoid height was determined by GEOID03.
 BV0868
 BV0868;                    North         East    Units  Estimated Accuracy
 BV0868;SPC MS W     -   195,380.      756,670.      MT  (+/- 180 meters Scaled)
 BV0868
 BV0868                          SUPERSEDED SURVEY CONTROL
 BV0868
 BV0868  NGVD 29 (??/??/92)   82.447  (m)          270.49   (f) ADJ UNCH    2 0
 BV0868
 BV0868.Superseded values are not recommended for survey control.
 BV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0868.See file dsdata.txt to determine how the superseded data were derived.
 BV0868
 BV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV392617(NAD 83)
 BV0868_MARKER: DD = SURVEY DISK
 BV0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0868_STAMPING: BM 98V-115 1969
 BV0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0868+STABILITY: SURFACE MOTION
 BV0868
 BV0868  HISTORY     - Date     Condition        Report By
 BV0868  HISTORY     - 1969     MONUMENTED       MSHD
 BV0868
 BV0868                          STATION DESCRIPTION
 BV0868
 BV0868'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0868'5.7 MI NE FROM COLUMBIA.
 BV0868'THE MARK IS LOCATED 5.7 MILES NORTHEAST OF COLUMBIA ON THE SOUTH SIDE
 BV0868'OF U.S. HIGHWAY 98 IN THE SOUTHWEST 1/4 OF SECTION 32, T 4N, R 17W. IT
 BV0868'IS 102 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 46 FEET SOUTH OF A
 BV0868'FENCE, 18 FEET EAST OF THE CENTER OF A TRACK ROAD, 39 FEET EAST OF A
 BV0868'14 INCH OAK, 2 FEET SOUTHWEST OF A 9 INCH PINE, 1 FOOT EAST OF A METAL
 BV0868'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3
 BV0868'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO
 BV0868'REACH FROM THE EAST ENTRANCE TO THE MARION COUNTY COURTHOUSE IN
 BV0868'COLUMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO THE INTERSECTION OF
 BV0868'U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY
 BV0868'98 FOR 2.6 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON U.S. HIGHWAY
 BV0868'98 FOR 0.25 MILE TO AN ANGLING TRACK ROAD AND THE MARK ON THE RIGHT AS
 BV0868'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0869 ***********************************************************************
 BV0869  DESIGNATION -  98 V 116
 BV0869  PID         -  BV0869
 BV0869  STATE/COUNTY-  MS/MARION
 BV0869  USGS QUAD   -  IMPROVE (1974)
 BV0869
 BV0869                         *CURRENT SURVEY CONTROL
 BV0869  ___________________________________________________________________
 BV0869* NAD 83(1986)-  31 15 50.     (N)    089 43 24.     (W)     SCALED    
 BV0869* NAVD 88     -        88.87   (+/-2cm)     291.6    (feet)  VERTCON   
 BV0869  ___________________________________________________________________
 BV0869  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BV0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0869
 BV0869.The horizontal coordinates were scaled from a topographic map and have
 BV0869.an estimated accuracy of +/- 6 seconds.
 BV0869
 BV0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0869.The vertical order pertains to the NGVD 29 superseded value.
 BV0869
 BV0869.The geoid height was determined by GEOID03.
 BV0869
 BV0869;                    North         East    Units  Estimated Accuracy
 BV0869;SPC MS W     -   195,690.      758,090.      MT  (+/- 180 meters Scaled)
 BV0869
 BV0869                          SUPERSEDED SURVEY CONTROL
 BV0869
 BV0869  NGVD 29 (??/??/92)   88.897  (m)          291.66   (f) ADJ UNCH    2 0
 BV0869
 BV0869.Superseded values are not recommended for survey control.
 BV0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0869.See file dsdata.txt to determine how the superseded data were derived.
 BV0869
 BV0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV406620(NAD 83)
 BV0869_MARKER: DD = SURVEY DISK
 BV0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0869_STAMPING: BM 98V-116 1969
 BV0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0869+STABILITY: SURFACE MOTION
 BV0869
 BV0869  HISTORY     - Date     Condition        Report By
 BV0869  HISTORY     - 1969     MONUMENTED       MSHD
 BV0869
 BV0869                          STATION DESCRIPTION
 BV0869
 BV0869'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0869'6.6 MI NE FROM COLUMBIA.
 BV0869'THE MARK IS LOCATED 6.6 MILES NORTHEAST OF COLUMBIA ON THE NORTH SIDE
 BV0869'OF U.S. HIGHWAY 98 APPROXIMATELY 100 FEET SOUTHWEST OF A SMALL POND
 BV0869'AND NEAR THE CENTER OF THE EAST SIDE OF SECTION 32, T 4N, R 17W.  IT
 BV0869'IS 127 FEET NORTH NORTHWEST OF THE CENTER OF THE CAR LANE FOR U.S.
 BV0869'HIGHWAY 98, 44 FEET WEST OF THE CENTER OF A TRACK ROAD, 3.5 FEET
 BV0869'NORTHWEST OF A 12 INCH PINE, 17.5 FEET EAST SOUTHEAST OF A 10 INCH
 BV0869'PINE, 1 FOOT EAST OF A MEATL WINTESS POST, SET IN THE TOP OF A 12 INCH
 BV0869'ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BV0869'PROJECTS 4 INCHES.  TO REACH FROM THE EAST ENTRANCE TO THE MARION
 BV0869'COUTNY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO
 BV0869'THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND
 BV0869'CONTINUE ON U.S. HIGHWAY 98 FOR 3.6 MILES TO A SIDE ROAD RIGHT.
 BV0869'CONTINUE NORTHEAST ON U.S. HIGHWAY 98 FOR 0.2 MILE TO A TRACK ROAD AND
 BV0869'THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1834 ***********************************************************************
 BV1834  DESIGNATION -  98 V 117 RESET
 BV1834  PID         -  BV1834
 BV1834  STATE/COUNTY-  MS/MARION
 BV1834  USGS QUAD   -  IMPROVE (1974)
 BV1834
 BV1834                         *CURRENT SURVEY CONTROL
 BV1834  ___________________________________________________________________
 BV1834* NAD 83(1986)-  31 16 05.     (N)    089 42 35.     (W)     SCALED    
 BV1834* NAVD 88     -        72.14   (+/-2cm)     236.7    (feet)  VERTCON   
 BV1834  ___________________________________________________________________
 BV1834  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BV1834  VERT ORDER  -  THIRD (See Below)
 BV1834
 BV1834.The horizontal coordinates were scaled from a topographic map and have
 BV1834.an estimated accuracy of +/- 6 seconds.
 BV1834
 BV1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1834.The vertical order pertains to the NGVD 29 superseded value.
 BV1834
 BV1834.The geoid height was determined by GEOID03.
 BV1834
 BV1834;                    North         East    Units  Estimated Accuracy
 BV1834;SPC MS W     -   196,160.      759,390.      MT  (+/- 180 meters Scaled)
 BV1834
 BV1834                          SUPERSEDED SURVEY CONTROL
 BV1834
 BV1834  NGVD 29 (08/12/04)   72.17   (m)          236.8    (f) RESET       3  
 BV1834
 BV1834.Superseded values are not recommended for survey control.
 BV1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1834.See file dsdata.txt to determine how the superseded data were derived.
 BV1834
 BV1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV419624(NAD 83)
 BV1834_MARKER: DB = BENCH MARK DISK
 BV1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1834_SP_SET: CONCRETE POST
 BV1834_STAMPING: 98 V 117 RESET 1986
 BV1834_MARK LOGO: NGS   
 BV1834_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1834+STABILITY: SURFACE MOTION
 BV1834
 BV1834  HISTORY     - Date     Condition        Report By
 BV1834  HISTORY     - 1986     MONUMENTED       NGS
 BV1834
 BV1834                          STATION DESCRIPTION
 BV1834
 BV1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BV1834'3.3 MILES EAST ALONG BROAD STREET FROM THE COURTHOUSE IN COLUMBIA TO
 BV1834'THE JUNCTION OF U.S. HIGHWAY 98, THENCE EAST-NORTHEAST ALONG U.S.
 BV1834'HIGHWAY 98 FOR 4.6 MILES TO HOUSE AND MARK ON THE RIGHT, 231.0 FT
 BV1834'(70.4 M) SOUTH OF THE CENTER OF PRESENT HIGHWAY (TO BE WEST BOUND
 BV1834'LANES), 17.0 FT (5.2 M) EAST OF THE EAST GATE POST OF DRIVEWAY TO
 BV1834'HOUSE, 3.0 FT (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 2.0 FT (0.6 M)
 BV1834'EAST OF POWER POLE, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1837 ***********************************************************************
 BV1837  DESIGNATION -  98 V 118 RESET
 BV1837  PID         -  BV1837
 BV1837  STATE/COUNTY-  MS/MARION
 BV1837  USGS QUAD   -  IMPROVE (1974)
 BV1837
 BV1837                         *CURRENT SURVEY CONTROL
 BV1837  ___________________________________________________________________
 BV1837* NAD 83(1986)-  31 16 17.     (N)    089 41 51.     (W)     SCALED    
 BV1837* NAVD 88     -        65.71   (+/-2cm)     215.6    (feet)  VERTCON   
 BV1837  ___________________________________________________________________
 BV1837  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BV1837  VERT ORDER  -  THIRD (See Below)
 BV1837
 BV1837.The horizontal coordinates were scaled from a topographic map and have
 BV1837.an estimated accuracy of +/- 6 seconds.
 BV1837
 BV1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1837.The vertical order pertains to the NGVD 29 superseded value.
 BV1837
 BV1837.The geoid height was determined by GEOID03.
 BV1837
 BV1837;                    North         East    Units  Estimated Accuracy
 BV1837;SPC MS W     -   196,540.      760,550.      MT  (+/- 180 meters Scaled)
 BV1837
 BV1837                          SUPERSEDED SURVEY CONTROL
 BV1837
 BV1837  NGVD 29 (08/12/04)   65.74   (m)          215.7    (f) RESET       3  
 BV1837
 BV1837.Superseded values are not recommended for survey control.
 BV1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1837.See file dsdata.txt to determine how the superseded data were derived.
 BV1837
 BV1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV431628(NAD 83)
 BV1837_MARKER: DB = BENCH MARK DISK
 BV1837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1837_SP_SET: WINGWALL
 BV1837_STAMPING: 98V 118 RESET 1988
 BV1837_MARK LOGO: NGS   
 BV1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1837+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 BV1837
 BV1837  HISTORY     - Date     Condition        Report By
 BV1837  HISTORY     - 1988     MONUMENTED       MSHD
 BV1837  HISTORY     - 20030603 GOOD             INDIV
 BV1837
 BV1837                          STATION DESCRIPTION
 BV1837
 BV1837'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BV1837'13.19 KM (8.20 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF
 BV1837'STATE HIGHWAY 13, AT THE SOUTH EDGE OF COLUMBIA, TO EAST END OF
 BV1837'CONCRETE BRIDGE AND MARK ON RIGHT, 7.07 M (23.2 FT) SOUTH OF THE
 BV1837'CENTER OF BRIDGE AND 0.12 M (0.4 FT) EAST OF EAST END OF SOUTH
 BV1837'CONCRETE WING WALL OF BRIDGE. IN THE NORTHWEST QUARTER OF SECTION 34,
 BV1837'T4 N, R17 W.
 BV1837
 BV1837                          STATION RECOVERY (2003)
 BV1837
 BV1837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JC)
 BV1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1838 ***********************************************************************
 BV1838  DESIGNATION -  98 V 119 RESET
 BV1838  PID         -  BV1838
 BV1838  STATE/COUNTY-  MS/MARION
 BV1838  USGS QUAD   -  IMPROVE (1974)
 BV1838
 BV1838                         *CURRENT SURVEY CONTROL
 BV1838  ___________________________________________________________________
 BV1838* NAD 83(1986)-  31 16 32.     (N)    089 40 52.     (W)     SCALED    
 BV1838* NAVD 88     -        65.32   (+/-2cm)     214.3    (feet)  VERTCON   
 BV1838  ___________________________________________________________________
 BV1838  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BV1838  VERT ORDER  -  THIRD (See Below)
 BV1838
 BV1838.The horizontal coordinates were scaled from a topographic map and have
 BV1838.an estimated accuracy of +/- 6 seconds.
 BV1838
 BV1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1838.The vertical order pertains to the NGVD 29 superseded value.
 BV1838
 BV1838.The geoid height was determined by GEOID03.
 BV1838
 BV1838;                    North         East    Units  Estimated Accuracy
 BV1838;SPC MS W     -   197,010.      762,110.      MT  (+/- 180 meters Scaled)
 BV1838
 BV1838                          SUPERSEDED SURVEY CONTROL
 BV1838
 BV1838  NGVD 29 (08/12/04)   65.35   (m)          214.4    (f) RESET       3  
 BV1838
 BV1838.Superseded values are not recommended for survey control.
 BV1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1838.See file dsdata.txt to determine how the superseded data were derived.
 BV1838
 BV1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV447632(NAD 83)
 BV1838_MARKER: DB = BENCH MARK DISK
 BV1838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1838_SP_SET: HEADWALL
 BV1838_STAMPING: 98V 119 RESET 1988
 BV1838_MARK LOGO: NGS   
 BV1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1838+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BV1838
 BV1838  HISTORY     - Date     Condition        Report By
 BV1838  HISTORY     - 1988     MONUMENTED       MSHD
 BV1838
 BV1838                          STATION DESCRIPTION
 BV1838
 BV1838'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BV1838'14.64 KM (9.10 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF
 BV1838'STATE HIGHWAY 13, AT THE SOUTH EDGE OF COLUMBIA, TO THE MARK ON THE
 BV1838'RIGHT, SET IN TOP OF THE EAST END OF HEADWALL OF A 12 BY 12 FOOT
 BV1838'CONCRETE BOX CULVERT, 12.74 M (41.8 FT) SOUTH OF THE CENTER OF THE
 BV1838'EAST BOUND LANES OF HIGHWAY 98, 0.12 M (0.4 FT) WEST OF THE EAST END
 BV1838'OF HEADWALL OF CULVERT AND ABOUT LEVEL WITH HIGHWAY. IN THE SOUTHWEST
 BV1838'QUARTER OF SECTION 26, T4 N, R17 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0897 ***********************************************************************
 BW0897  DESIGNATION -  98 V 12
 BW0897  PID         -  BW0897
 BW0897  STATE/COUNTY-  MS/ADAMS
 BW0897  USGS QUAD   -  WASHINGTON (1976)
 BW0897
 BW0897                         *CURRENT SURVEY CONTROL
 BW0897  ___________________________________________________________________
 BW0897* NAD 83(1986)-  31 33 52.     (N)    091 16 22.     (W)     SCALED    
 BW0897* NAVD 88     -        82.317  (meters)     270.07   (feet)  ADJUSTED  
 BW0897  ___________________________________________________________________
 BW0897  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0897  DYNAMIC HT  -          82.216 (meters)     269.74  (feet)  COMP
 BW0897  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 BW0897
 BW0897  VERT ORDER  -  SECOND    CLASS 0
 BW0897
 BW0897.The horizontal coordinates were scaled from a topographic map and have
 BW0897.an estimated accuracy of +/- 6 seconds.
 BW0897
 BW0897.The orthometric height was determined by differential leveling
 BW0897.and adjusted in February 1994.
 BW0897
 BW0897.The geoid height was determined by GEOID03.
 BW0897
 BW0897.The dynamic height is computed by dividing the NAVD 88
 BW0897.geopotential number by the normal gravity value computed on the
 BW0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0897.degrees latitude (g = 980.6199 gals.).
 BW0897
 BW0897.The modeled gravity was interpolated from observed gravity values.
 BW0897
 BW0897;                    North         East    Units  Estimated Accuracy
 BW0897;SPC MS W     -   229,240.      610,820.      MT  (+/- 180 meters Scaled)
 BW0897
 BW0897                          SUPERSEDED SURVEY CONTROL
 BW0897
 BW0897  NAVD 88 (06/15/91)   82.341  (m)          270.15   (f) UNKNOWN     2 0
 BW0897  NGVD 29 (??/??/??)   82.321  (m)          270.08   (f) ADJUSTED    2 0
 BW0897
 BW0897.Superseded values are not recommended for survey control.
 BW0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0897.See file dsdata.txt to determine how the superseded data were derived.
 BW0897
 BW0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ639934(NAD 83)
 BW0897_MARKER: DD = SURVEY DISK
 BW0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0897_STAMPING: BM 98V-12 1967
 BW0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0897+STABILITY: SURFACE MOTION
 BW0897
 BW0897  HISTORY     - Date     Condition        Report By
 BW0897  HISTORY     - 1967     MONUMENTED       MSHD
 BW0897  HISTORY     - 1968     GOOD             MSHD
 BW0897
 BW0897                          STATION DESCRIPTION
 BW0897
 BW0897'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0897'1.9 MI SE FROM NATCHEZ.
 BW0897'THE MARK IS LOCATED 1.9 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0897'WASHINGTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAYS 98 AND 84 NEAR
 BW0897'THE WASHINGTON CAMP GROUND HISTORICAL SIGN.  IT IS 45.5 FEET NORTH OF
 BW0897'THE CENTER OF U.S. HIGHWAYS 98 AND 84, 28.5 FEET EAST OF THE CENTER OF
 BW0897'A TRACK ROAD, 9 FEET NORTH OF A TELEPHONE CABLE, 4.5 FEET NORTH OF THE
 BW0897'WASHINGTON CAMP GROUND SIGN, 5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF
 BW0897'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0897'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES. NOTE-- TO REACH
 BW0897'FROM THE JUNCTION OF U.S. HIGHWAYS 98, 84 AND 61 IN WASHINGTON GO
 BW0897'SOUTHEAST ON U.S. HIGHWAY 98 AND 84 FOR 1.9 MILES TO A TRACK ROAD AND
 BW0897'THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1839 ***********************************************************************
 BV1839  DESIGNATION -  98 V 120 RESET
 BV1839  PID         -  BV1839
 BV1839  STATE/COUNTY-  MS/MARION
 BV1839  USGS QUAD   -  IMPROVE (1974)
 BV1839
 BV1839                         *CURRENT SURVEY CONTROL
 BV1839  ___________________________________________________________________
 BV1839* NAD 83(1986)-  31 16 41.     (N)    089 40 13.     (W)     SCALED    
 BV1839* NAVD 88     -        67.24   (+/-2cm)     220.6    (feet)  VERTCON   
 BV1839  ___________________________________________________________________
 BV1839  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV1839  VERT ORDER  -  THIRD (See Below)
 BV1839
 BV1839.The horizontal coordinates were scaled from a topographic map and have
 BV1839.an estimated accuracy of +/- 6 seconds.
 BV1839
 BV1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1839.The vertical order pertains to the NGVD 29 superseded value.
 BV1839
 BV1839.The geoid height was determined by GEOID03.
 BV1839
 BV1839;                    North         East    Units  Estimated Accuracy
 BV1839;SPC MS W     -   197,290.      763,140.      MT  (+/- 180 meters Scaled)
 BV1839
 BV1839                          SUPERSEDED SURVEY CONTROL
 BV1839
 BV1839  NGVD 29 (08/12/04)   67.26   (m)          220.7    (f) RESET       3  
 BV1839
 BV1839.Superseded values are not recommended for survey control.
 BV1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1839.See file dsdata.txt to determine how the superseded data were derived.
 BV1839
 BV1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV457634(NAD 83)
 BV1839_MARKER: DB = BENCH MARK DISK
 BV1839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1839_SP_SET: WINGWALL
 BV1839_STAMPING: 98V 120 RESET 1988
 BV1839_MARK LOGO: NGS   
 BV1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1839+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 BV1839
 BV1839  HISTORY     - Date     Condition        Report By
 BV1839  HISTORY     - 1988     MONUMENTED       MSHD
 BV1839  HISTORY     - 20030603 GOOD             INDIV
 BV1839
 BV1839                          STATION DESCRIPTION
 BV1839
 BV1839'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BV1839'15.76 KM (9.80 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF
 BV1839'STATE HIGHWAY 13, AT THE SOUTH EDGE OF COLUMBIA, TO EAST END OF
 BV1839'CONCRETE BRIDGE AND MARK ON THE RIGHT, 7.32 M (24.0 FT) SOUTH OF THE
 BV1839'CENTER OF BRIDGE AND 0.30 M (1.0 FT) EAST OF THE EAST END OF THE SOUTH
 BV1839'CONCRETE WING WALL OF BRIDGE. IN SOUTHWEST QUARTER OF SECTION 25, T4
 BV1839'N, R17 W.
 BV1839
 BV1839                          STATION RECOVERY (2003)
 BV1839
 BV1839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JC)
 BV1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0874 ***********************************************************************
 BV0874  DESIGNATION -  98 V 121
 BV0874  PID         -  BV0874
 BV0874  STATE/COUNTY-  MS/MARION
 BV0874  USGS QUAD   -  IMPROVE (1974)
 BV0874
 BV0874                         *CURRENT SURVEY CONTROL
 BV0874  ___________________________________________________________________
 BV0874* NAD 83(1986)-  31 16 54.     (N)    089 39 28.     (W)     SCALED    
 BV0874* NAVD 88     -        81.03   (+/-2cm)     265.8    (feet)  VERTCON   
 BV0874  ___________________________________________________________________
 BV0874  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BV0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0874
 BV0874.The horizontal coordinates were scaled from a topographic map and have
 BV0874.an estimated accuracy of +/- 6 seconds.
 BV0874
 BV0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0874.The vertical order pertains to the NGVD 29 superseded value.
 BV0874
 BV0874.The geoid height was determined by GEOID03.
 BV0874
 BV0874;                    North         East    Units  Estimated Accuracy
 BV0874;SPC MS W     -   197,700.      764,330.      MT  (+/- 180 meters Scaled)
 BV0874
 BV0874                          SUPERSEDED SURVEY CONTROL
 BV0874
 BV0874  NGVD 29 (??/??/92)   81.060  (m)          265.94   (f) ADJ UNCH    2 0
 BV0874
 BV0874.Superseded values are not recommended for survey control.
 BV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0874.See file dsdata.txt to determine how the superseded data were derived.
 BV0874
 BV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV469638(NAD 83)
 BV0874_MARKER: DD = SURVEY DISK
 BV0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0874_STAMPING: BM 98V-121 1969
 BV0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0874+STABILITY: SURFACE MOTION
 BV0874
 BV0874  HISTORY     - Date     Condition        Report By
 BV0874  HISTORY     - 1969     MONUMENTED       MSHD
 BV0874
 BV0874                          STATION DESCRIPTION
 BV0874
 BV0874'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0874'10.6 MI NE FROM COLUMBIA.
 BV0874'THE MARK IS LOCATED 10.6 MILES NORTHEAST OF COLUMBIA ON THE NORTH SIDE
 BV0874'OF U.S. HIGHWAY 98, 0.25 MILE WEST OF THE MARION-LAMAR COUNTY LINE IN
 BV0874'THE NORTHEAST 1/4 OF SECTION 25, T4N, R 17W.  IT IS 88.5 FEET
 BV0874'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 40 FEET NORTH NORTHEAST OF
 BV0874'A FENCE CORNER, 42.5 FEET NORTH NORTHEAST OF A RIGHT-OF-WAY MARKER, 30
 BV0874'FEET NORTHEAST OF ANOTHER RIGHT-OF-WAY MARKER, 4.5 FEET EAST OF A
 BV0874'FENCE, 140.5 FEET NORTHWEST OF UTILITY POLE NO. 148, 1 FOOT WEST OF A
 BV0874'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BV0874'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. TO
 BV0874'REACH FROM THE EAST ENTRANCE TO THE MARION COUNTY COURTHOUSE IN
 BV0874'COLUMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO THE INTERSECTION OF
 BV0874'U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY
 BV0874'98 FOR 7.15 MILES TO A SIDE ROAD RIGHT ON THE EAST SIDE OF A CONCRETE
 BV0874'BRIDGE.  CONTINUE NORTHEAST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE
 BV0874'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0875 ***********************************************************************
 BV0875  DESIGNATION -  98 V 122
 BV0875  PID         -  BV0875
 BV0875  STATE/COUNTY-  MS/LAMAR
 BV0875  USGS QUAD   -  IMPROVE (1974)
 BV0875
 BV0875                         *CURRENT SURVEY CONTROL
 BV0875  ___________________________________________________________________
 BV0875* NAD 83(1986)-  31 17 11.     (N)    089 38 44.     (W)     SCALED    
 BV0875* NAVD 88     -        81.55   (+/-2cm)     267.6    (feet)  VERTCON   
 BV0875  ___________________________________________________________________
 BV0875  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BV0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0875
 BV0875.The horizontal coordinates were scaled from a topographic map and have
 BV0875.an estimated accuracy of +/- 6 seconds.
 BV0875
 BV0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0875.The vertical order pertains to the NGVD 29 superseded value.
 BV0875
 BV0875.The geoid height was determined by GEOID03.
 BV0875
 BV0875;                    North         East    Units  Estimated Accuracy
 BV0875;SPC MS E     -   198,310.      222,670.      MT  (+/- 180 meters Scaled)
 BV0875
 BV0875                          SUPERSEDED SURVEY CONTROL
 BV0875
 BV0875  NGVD 29 (??/??/92)   81.573  (m)          267.63   (f) ADJ UNCH    2 0
 BV0875
 BV0875.Superseded values are not recommended for survey control.
 BV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0875.See file dsdata.txt to determine how the superseded data were derived.
 BV0875
 BV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV481643(NAD 83)
 BV0875_MARKER: DD = SURVEY DISK
 BV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0875_STAMPING: BM 98V-122 1969
 BV0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0875+STABILITY: SURFACE MOTION
 BV0875
 BV0875  HISTORY     - Date     Condition        Report By
 BV0875  HISTORY     - 1969     MONUMENTED       MSHD
 BV0875
 BV0875                          STATION DESCRIPTION
 BV0875
 BV0875'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0875'11.2 MI NE FROM COLUMBIA.
 BV0875'THE MARK IS LOCATED 11.2 MILES NORTHEAST OF COLUMBIA, 3.9 MILES
 BV0875'SOUTHWEST OF THE VILLAGE OLOH ON THE NORTH SIDE OF U.S. HIGHWAY 98 ON
 BV0875'LAND OWNED BY CLIFTON ROLLINS IN THE NORTHWEST 1/4 OF SECTION 30, T4N,
 BV0875'R 16W.  IT IS 21 FEET NORTH OF THE CENTER OF A DRIVEWAY, 8 FEET EAST
 BV0875'OF THE EXTENDED CENTER OF A DRIVEWAY, 145 FEET NORTHEAST OF THE
 BV0875'NORTHEAST CORNER OF A GREEN CONCRETE BLOCK HOUSE, 181 FEET WEST OF THE
 BV0875'CENTER OF A BLACKTOP ROAD, 31 FEET NORTH OF THE NORTHWEST CORNER OF A
 BV0875'GARDEN FENCE, 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 BV0875'UNPAINTED CONCRETE BLOCK HOUSE, 1 FOOT SOUTHWEST OF A POWER POLE WITH
 BV0875'A LAMP, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BV0875'INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 BV0875'AND PROJECTS 4 INCHES.  TO REACH FROM THE EAST ENTRANCE TO THE MARION
 BV0875'COUTNY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 3.3 MILES TO
 BV0875'THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND
 BV0875'CONTINUE ON U.S. HIGHWAY 98 FOR 8.2 MILES TO THE MARION-LAMAR COUNTY
 BV0875'LINE.  CONTINUE EAST ON U.S. HIGHWAY 98 FOR 0.5 MILE TO A GRAVELED
 BV0875'DRIVEWAY JUST BEFORE REACHING A SIDE ROAD LEFT.  TURN LEFT (NORTH) AND
 BV0875'CONTINUE ON A GRAVELED DRIVEWAY PASSING ON THE EAST SIDE OF A GREEN
 BV0875'CONCRETE BLOCK HOUSE FOR 0.05 MILE TO A SHARP CURVE RIGHT AND THE MARK
 BV0875'STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0877 ***********************************************************************
 BV0877  DESIGNATION -  98 V 123
 BV0877  PID         -  BV0877
 BV0877  STATE/COUNTY-  MS/LAMAR
 BV0877  USGS QUAD   -  OLOH (1974)
 BV0877
 BV0877                         *CURRENT SURVEY CONTROL
 BV0877  ___________________________________________________________________
 BV0877* NAD 83(1986)-  31 17 22.     (N)    089 37 12.     (W)     SCALED    
 BV0877* NAVD 88     -        99.20   (+/-2cm)     325.5    (feet)  VERTCON   
 BV0877  ___________________________________________________________________
 BV0877  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BV0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0877
 BV0877.The horizontal coordinates were scaled from a topographic map and have
 BV0877.an estimated accuracy of +/- 6 seconds.
 BV0877
 BV0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0877.The vertical order pertains to the NGVD 29 superseded value.
 BV0877
 BV0877.The geoid height was determined by GEOID03.
 BV0877
 BV0877;                    North         East    Units  Estimated Accuracy
 BV0877;SPC MS E     -   198,630.      225,100.      MT  (+/- 180 meters Scaled)
 BV0877
 BV0877                          SUPERSEDED SURVEY CONTROL
 BV0877
 BV0877  NGVD 29 (??/??/92)   99.226  (m)          325.54   (f) ADJ UNCH    2 0
 BV0877
 BV0877.Superseded values are not recommended for survey control.
 BV0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0877.See file dsdata.txt to determine how the superseded data were derived.
 BV0877
 BV0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV505646(NAD 83)
 BV0877_MARKER: DB = BENCH MARK DISK
 BV0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0877_STAMPING: BM 98V-123 1969
 BV0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0877+STABILITY: SURFACE MOTION
 BV0877
 BV0877  HISTORY     - Date     Condition        Report By
 BV0877  HISTORY     - 1969     MONUMENTED       MSHD
 BV0877
 BV0877                          STATION DESCRIPTION
 BV0877
 BV0877'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0877'12.8 MI NE FROM COLUMBIA.
 BV0877'THE MARK IS LOCATED 12.8 MILES NORTHEAST OF COLUMBIA ON THE WEST
 BV0877'RIGHT-OF-WAY OF A COUNTY ROAD APPROXIMATELY 100 YARDS NORTH OF U.S.
 BV0877'HIGHWAY 98, 2.2 MILES WEST OF THE VILLAGE OF OLOH IN THE SOUTHEAST 1/4
 BV0877'OF SECTION 20, T4N, R 16W.  IT IS 34 FEET WEST OF THE CENTER OF A
 BV0877'GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE, 7 FEET WEST OF A FENCE CORNER,
 BV0877'107.5 FEET NORTHEAST OF A POWER LINE SERVICE POLE, 152 FEET NORTHEAST
 BV0877'OF THE NORTHEAST CORNER OF A BRICK HOUSE, 28 FEET NORTH OF THE
 BV0877'EXTENDED NORTH WALL OF A BRICK HOUSE, 1 FOOT WEST OF A METAL WITNESS
 BV0877'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT
 BV0877'BELOW THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES.  TO REACH FROM THE
 BV0877'EAST ENTRANCE TO THE MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST ON
 BV0877'BROAD STREET FOR 3.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 98.
 BV0877'TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 9.5 MILES TO
 BV0877'A CROSSROADS.  CONTINUE EAST ON U.S. HIGHWAY 98 FOR 0.8 MILE TO A SIDE
 BV0877'ROAD LEFT.  TURN LEFT (NORTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR
 BV0877'0.05 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0880 ***********************************************************************
 BV0880  DESIGNATION -  98 V 124
 BV0880  PID         -  BV0880
 BV0880  STATE/COUNTY-  MS/LAMAR
 BV0880  USGS QUAD   -  OLOH (1974)
 BV0880
 BV0880                         *CURRENT SURVEY CONTROL
 BV0880  ___________________________________________________________________
 BV0880* NAD 83(1986)-  31 17 31.     (N)    089 34 16.     (W)     SCALED    
 BV0880* NAVD 88     -       129.16   (+/-2cm)     423.8    (feet)  VERTCON   
 BV0880  ___________________________________________________________________
 BV0880  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BV0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0880
 BV0880.The horizontal coordinates were scaled from a topographic map and have
 BV0880.an estimated accuracy of +/- 6 seconds.
 BV0880
 BV0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0880.The vertical order pertains to the NGVD 29 superseded value.
 BV0880
 BV0880.The geoid height was determined by GEOID03.
 BV0880
 BV0880;                    North         East    Units  Estimated Accuracy
 BV0880;SPC MS E     -   198,880.      229,760.      MT  (+/- 180 meters Scaled)
 BV0880
 BV0880                          SUPERSEDED SURVEY CONTROL
 BV0880
 BV0880  NGVD 29 (??/??/92)  129.178  (m)          423.81   (f) ADJ UNCH    2 0
 BV0880
 BV0880.Superseded values are not recommended for survey control.
 BV0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0880.See file dsdata.txt to determine how the superseded data were derived.
 BV0880
 BV0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV552648(NAD 83)
 BV0880_MARKER: DD = SURVEY DISK
 BV0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0880_SP_SET: CONCRETE BASE
 BV0880_STAMPING: BM 98V-124 1969
 BV0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0880
 BV0880  HISTORY     - Date     Condition        Report By
 BV0880  HISTORY     - 1969     MONUMENTED       MSHD
 BV0880
 BV0880                          STATION DESCRIPTION
 BV0880
 BV0880'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0880'15.7 MI NE FROM COLUMBIA.
 BV0880'THE MARK IS LOCATED 15.7 MILES NORTHEAST OF COLUMBIA IN THE SOUTH
 BV0880'CORNER OF THE SOUTHWEST LEG OF A MISSISSIPPI FORESTRY LOOKOUT TOWER ON
 BV0880'THE NORTH SIDE OF U.S. HIGHWAY 98, 0.8 MILE EAST OF THE VILLAGE OF
 BV0880'OLOH IN THE SOUTHEAST 1/4 OF SECTION 20, T 4N, R 16W.  IT IS 97.5 FEET
 BV0880'NORTH OF THE CENTER OF U.S. HIGHWAY 98, 54 FEET NORTH OF THE EDGE OF A
 BV0880'BANK, 21 FEET NORTH OF A FENCE, 42 FEET SOUTHEAST OF THE CENTER OF A
 BV0880'DRIVEWAY, 69 FEET SOUTHWEST OF A POWER LINE SERVICE POLE WITH A METER
 BV0880'ON IT, 78 FEET NORTHEAST OF A 16 INCH TWIN PINE, 49.5 FEET NORTHEAST
 BV0880'OF A 14 INCH OAK, 1 FOOT WEST OF A METAL WITNESS POST, SET IN A
 BV0880'DRILLED HOLE IN THE SOUTH CORNER OF THE SOUTHWEST CONCRETE BASE OF A
 BV0880'LOOKOUT TOWER AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6
 BV0880'INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF
 BV0880'SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV0880'HIGHWAY 98) FOR 1.1 MILES TO 1-59.  CONTINUE WEST ON U.S. HIGHWAY 98
 BV0880'FOR 12.6 MILES TO A CROSSROADS.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR
 BV0880'0.75 MILE TO A LOOKOUT TOWER AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0881 ***********************************************************************
 BV0881  DESIGNATION -  98 V 125
 BV0881  PID         -  BV0881
 BV0881  STATE/COUNTY-  MS/LAMAR
 BV0881  USGS QUAD   -  OLOH (1974)
 BV0881
 BV0881                         *CURRENT SURVEY CONTROL
 BV0881  ___________________________________________________________________
 BV0881* NAD 83(1986)-  31 17 36.     (N)    089 33 28.     (W)     SCALED    
 BV0881* NAVD 88     -       123.98   (+/-2cm)     406.8    (feet)  VERTCON   
 BV0881  ___________________________________________________________________
 BV0881  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BV0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0881
 BV0881.The horizontal coordinates were scaled from a topographic map and have
 BV0881.an estimated accuracy of +/- 6 seconds.
 BV0881
 BV0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0881.The vertical order pertains to the NGVD 29 superseded value.
 BV0881
 BV0881.The geoid height was determined by GEOID03.
 BV0881
 BV0881;                    North         East    Units  Estimated Accuracy
 BV0881;SPC MS E     -   199,020.      231,030.      MT  (+/- 180 meters Scaled)
 BV0881
 BV0881                          SUPERSEDED SURVEY CONTROL
 BV0881
 BV0881  NGVD 29 (??/??/92)  123.999  (m)          406.82   (f) ADJ UNCH    2 0
 BV0881
 BV0881.Superseded values are not recommended for survey control.
 BV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0881.See file dsdata.txt to determine how the superseded data were derived.
 BV0881
 BV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV565649(NAD 83)
 BV0881_MARKER: DD = SURVEY DISK
 BV0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0881_STAMPING: BM 98V-125 1969
 BV0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0881+STABILITY: SURFACE MOTION
 BV0881
 BV0881  HISTORY     - Date     Condition        Report By
 BV0881  HISTORY     - 1969     MONUMENTED       MSHD
 BV0881
 BV0881                          STATION DESCRIPTION
 BV0881
 BV0881'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0881'16.0 MI SW FROM HATTIESBURG.
 BV0881'THE MARK IS LOCATED 16 MILES SOUTHWEST OF HATTIESBURG IN THE NORTHEAST
 BV0881'ANGLE OF A CROSSROADS, 1.8 MILES EAST OF THE VILLAGE OF OLOH. IT IS 66
 BV0881'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 11 FEET NORTH OF A
 BV0881'TELEPHONE LINE POLE, 200 FEET NORTHEAST OF THE CENTER OF A CROSSROADS,
 BV0881'138 FEET SOUTHEAST OF THE CENTER OF A BLACKTOP ROAD, 117 FEET EAST
 BV0881'NORTHEAST OF A 16 INCH TWIN OAK, 1 FOOT EAST OF A METAL WITNESS POST,
 BV0881'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BV0881'HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO
 BV0881'THE UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY
 BV0881'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO 1-59. CONTINUE WEST ON U.S.
 BV0881'HIGHWAY 98 FOR 12.6 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0883 ***********************************************************************
 BV0883  DESIGNATION -  98 V 126
 BV0883  PID         -  BV0883
 BV0883  STATE/COUNTY-  MS/LAMAR
 BV0883  USGS QUAD   -  OLOH (1974)
 BV0883
 BV0883                         *CURRENT SURVEY CONTROL
 BV0883  ___________________________________________________________________
 BV0883* NAD 83(1986)-  31 17 46.     (N)    089 32 22.     (W)     SCALED    
 BV0883* NAVD 88     -       107.02   (+/-2cm)     351.1    (feet)  VERTCON   
 BV0883  ___________________________________________________________________
 BV0883  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BV0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0883
 BV0883.The horizontal coordinates were scaled from a topographic map and have
 BV0883.an estimated accuracy of +/- 6 seconds.
 BV0883
 BV0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0883.The vertical order pertains to the NGVD 29 superseded value.
 BV0883
 BV0883.The geoid height was determined by GEOID03.
 BV0883
 BV0883;                    North         East    Units  Estimated Accuracy
 BV0883;SPC MS E     -   199,320.      232,780.      MT  (+/- 180 meters Scaled)
 BV0883
 BV0883                          SUPERSEDED SURVEY CONTROL
 BV0883
 BV0883  NGVD 29 (??/??/92)  107.038  (m)          351.17   (f) ADJ UNCH    2 0
 BV0883
 BV0883.Superseded values are not recommended for survey control.
 BV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0883.See file dsdata.txt to determine how the superseded data were derived.
 BV0883
 BV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV582652(NAD 83)
 BV0883_MARKER: DD = SURVEY DISK
 BV0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0883_STAMPING: BM 98V-126 1969
 BV0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0883+STABILITY: SURFACE MOTION
 BV0883
 BV0883  HISTORY     - Date     Condition        Report By
 BV0883  HISTORY     - 1969     MONUMENTED       MSHD
 BV0883
 BV0883                          STATION DESCRIPTION
 BV0883
 BV0883'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0883'15.0 MI SW FROM HATTIESBURG.
 BV0883'THE MARK IS LOCATED 15.0 MILES SOUTHWEST OF HATTIESBURG IN THE
 BV0883'SOUTHEAST ANGLE OF A CROSSROADS, 2.8 MILES EAST NORTHEAST OF THE
 BV0883'VILLAGE OF OLOH IN THE NORTHEAST 1/4 OF SECTION 19, T 4N, R 15W.  IT
 BV0883'IS 257 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 98, 23 FEET EAST
 BV0883'OF THE CENTER OF A BLACKTOP ROAD, 8 FEET SOUTHEAST OF AN 18 INCH OAK,
 BV0883'108.5 FEET SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE AND
 BV0883'TRANSFORMER, 95 FEET SOUTHWEST OF THE SOUTH CORNER OF A GREEN ASBESTOS
 BV0883'HOUSE, 68.5 FEET SOUTH OF A POWER LINE SERVICE POLE, 1.5 FEET WEST OF
 BV0883'A FENCE CORNER, 1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN THE
 BV0883'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 BV0883'THE BLACKTOP ROAD AND PROJECTS 3 INCHES.  TO REACH FROM THE SOUTH
 BV0883'ENTRANCE TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO
 BV0883'WEST ON HARDY STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO 1-59. CONTINUE
 BV0883'WEST ON U.S. HIGHWAY 98 FOR 11.65 MILES TO A CROSSROADS. TURN LEFT
 BV0883'(SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR APPROXIMATELY 200 FEET TO
 BV0883'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0884 ***********************************************************************
 BV0884  DESIGNATION -  98 V 127
 BV0884  PID         -  BV0884
 BV0884  STATE/COUNTY-  MS/LAMAR
 BV0884  USGS QUAD   -  OLOH (1974)
 BV0884
 BV0884                         *CURRENT SURVEY CONTROL
 BV0884  ___________________________________________________________________
 BV0884* NAD 83(1986)-  31 18 02.     (N)    089 31 27.     (W)     SCALED    
 BV0884* NAVD 88     -        87.02   (+/-2cm)     285.5    (feet)  VERTCON   
 BV0884  ___________________________________________________________________
 BV0884  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BV0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0884
 BV0884.The horizontal coordinates were scaled from a topographic map and have
 BV0884.an estimated accuracy of +/- 6 seconds.
 BV0884
 BV0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0884.The vertical order pertains to the NGVD 29 superseded value.
 BV0884
 BV0884.The geoid height was determined by GEOID03.
 BV0884
 BV0884;                    North         East    Units  Estimated Accuracy
 BV0884;SPC MS E     -   199,800.      234,230.      MT  (+/- 180 meters Scaled)
 BV0884
 BV0884                          SUPERSEDED SURVEY CONTROL
 BV0884
 BV0884  NGVD 29 (??/??/92)   87.038  (m)          285.56   (f) ADJ UNCH    2 0
 BV0884
 BV0884.Superseded values are not recommended for survey control.
 BV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0884.See file dsdata.txt to determine how the superseded data were derived.
 BV0884
 BV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV597656(NAD 83)
 BV0884_MARKER: DD = SURVEY DISK
 BV0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0884_SP_SET: ABUTMENT
 BV0884_STAMPING: BM 98V-127 1969
 BV0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0884
 BV0884  HISTORY     - Date     Condition        Report By
 BV0884  HISTORY     - 1969     MONUMENTED       MSHD
 BV0884
 BV0884                          STATION DESCRIPTION
 BV0884
 BV0884'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0884'14.1 MI SW FROM HATTIESBURG.
 BV0884'THE MARK IS LOCATED 14.1 MILES SOUTHWEST OF HATTIESBURG IN THE SOUTH
 BV0884'END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE, 3.7 MILES NORTHEAST OF
 BV0884'THE VILLAGE OF OLOH, IN THE NORTHEAST 1/4 OF SECTION 20, T 4N, R 15W.
 BV0884'IT IS 15 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 1.5 FEET WEST OF
 BV0884'A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE SOUTH END OF THE
 BV0884'WEST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE
 BV0884'HIGHWAY.  TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF
 BV0884'SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV0884'HIGHWAY 98) FOR 1.1 MILES TO 1-59.  CONTINUE WEST ON U.S. HIGHWAY 98
 BV0884'FOR 10.45 MILES TO A CROSSROADS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 BV0884'98 FOR 0.25 MILE TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0885 ***********************************************************************
 BV0885  DESIGNATION -  98 V 128
 BV0885  PID         -  BV0885
 BV0885  STATE/COUNTY-  MS/LAMAR
 BV0885  USGS QUAD   -  OLOH (1974)
 BV0885
 BV0885                         *CURRENT SURVEY CONTROL
 BV0885  ___________________________________________________________________
 BV0885* NAD 83(1986)-  31 18 11.     (N)    089 30 30.     (W)     SCALED    
 BV0885* NAVD 88     -        98.75   (+/-2cm)     324.0    (feet)  VERTCON   
 BV0885  ___________________________________________________________________
 BV0885  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0885
 BV0885.The horizontal coordinates were scaled from a topographic map and have
 BV0885.an estimated accuracy of +/- 6 seconds.
 BV0885
 BV0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0885.The vertical order pertains to the NGVD 29 superseded value.
 BV0885
 BV0885.The geoid height was determined by GEOID03.
 BV0885
 BV0885;                    North         East    Units  Estimated Accuracy
 BV0885;SPC MS E     -   200,070.      235,740.      MT  (+/- 180 meters Scaled)
 BV0885
 BV0885                          SUPERSEDED SURVEY CONTROL
 BV0885
 BV0885  NGVD 29 (??/??/92)   98.762  (m)          324.02   (f) ADJ UNCH    2 0
 BV0885
 BV0885.Superseded values are not recommended for survey control.
 BV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0885.See file dsdata.txt to determine how the superseded data were derived.
 BV0885
 BV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV612659(NAD 83)
 BV0885_MARKER: DD = SURVEY DISK
 BV0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0885_STAMPING: BM 98V-128 1969
 BV0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0885+STABILITY: SURFACE MOTION
 BV0885
 BV0885  HISTORY     - Date     Condition        Report By
 BV0885  HISTORY     - 1969     MONUMENTED       MSHD
 BV0885  HISTORY     - 20051125 MARK NOT FOUND   INDIV
 BV0885  HISTORY     - 20051127 MARK NOT FOUND   INDIV
 BV0885
 BV0885                          STATION DESCRIPTION
 BV0885
 BV0885'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0885'13.0 MI SW FROM HATTIESBURG.
 BV0885'THE MARK IS LOCATED 13.0 MILES SOUTHWEST OF HATTIESBURG ON THE SOUTH
 BV0885'RIGHT-OF-WAY OF U.S. HIGHWAY 98, 4.8 MILES NORTHEAST OF THE VILLAGE OF
 BV0885'OLOH IN THE SOUTHEAST 1/4 OF SECTION 16, T 4N, R 15W.  IT IS 140 FEET
 BV0885'SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 19 FEET SOUTHEAST OF THE
 BV0885'CENTER OF A TRACK ROAD, 16 FEET WEST NORTHWEST OF THE CENTER OF A
 BV0885'TRACK ROAD, 143 FEET SOUTHWEST OF A 14 INCH OAK, 1 FOOT EAST OF A
 BV0885'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BV0885'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 8 INCHES.  TO REACH FROM THE
 BV0885'SOUTH ENTRANCE TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI IN
 BV0885'HATTIESBURG GO WEST ON HARDY STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO
 BV0885'1-59.  CONTINUE WEST OF U.S. HIGHWAY 98 FOR 9.3 MILES TO A CROSSROADS.
 BV0885'CONTINUE SOUTHWEST ON U.S. HIGHWAY 97 FOR 0.35 MILE TO A TRACK ROAD
 BV0885'AND THE MARK ON THE LEFT.
 BV0885
 BV0885                          STATION RECOVERY (2005)
 BV0885
 BV0885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DCR)
 BV0885'MARK NOT FOUND
 BV0885
 BV0885                          STATION RECOVERY (2005)
 BV0885
 BV0885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DCR)
 BV0885'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0886 ***********************************************************************
 BV0886  DESIGNATION -  98 V 129
 BV0886  PID         -  BV0886
 BV0886  STATE/COUNTY-  MS/LAMAR
 BV0886  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0886
 BV0886                         *CURRENT SURVEY CONTROL
 BV0886  ___________________________________________________________________
 BV0886* NAD 83(1986)-  31 18 21.     (N)    089 29 34.     (W)     SCALED    
 BV0886* NAVD 88     -       104.28   (+/-2cm)     342.1    (feet)  VERTCON   
 BV0886  ___________________________________________________________________
 BV0886  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BV0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0886
 BV0886.The horizontal coordinates were scaled from a topographic map and have
 BV0886.an estimated accuracy of +/- 6 seconds.
 BV0886
 BV0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0886.The vertical order pertains to the NGVD 29 superseded value.
 BV0886
 BV0886.The geoid height was determined by GEOID03.
 BV0886
 BV0886;                    North         East    Units  Estimated Accuracy
 BV0886;SPC MS E     -   200,370.      237,230.      MT  (+/- 180 meters Scaled)
 BV0886
 BV0886                          SUPERSEDED SURVEY CONTROL
 BV0886
 BV0886  NGVD 29 (??/??/92)  104.296  (m)          342.18   (f) ADJ UNCH    2 0
 BV0886
 BV0886.Superseded values are not recommended for survey control.
 BV0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0886.See file dsdata.txt to determine how the superseded data were derived.
 BV0886
 BV0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV627661(NAD 83)
 BV0886_MARKER: DD = SURVEY DISK
 BV0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0886_STAMPING: BM 98V-129 1969
 BV0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0886+STABILITY: SURFACE MOTION
 BV0886
 BV0886  HISTORY     - Date     Condition        Report By
 BV0886  HISTORY     - 1969     MONUMENTED       MSHD
 BV0886
 BV0886                          STATION DESCRIPTION
 BV0886
 BV0886'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0886'12.3 MI SW FROM HATTIESBURG.
 BV0886'THE MARK IS LOCATED 12.3 MILES SOUTHWEST OF HATTIESBURG IN THE
 BV0886'NORTHWEST ANGLE OF A CROSSROADS, 5.4 MILES NORTHEAST OF THE VILLAGE OF
 BV0886'OLOH IN THE SOUTHWEST 1/4 OF SECTION 15, T 4N, R 15W.  IT IS 181 FEET
 BV0886'NORTH OF THE CENTER OF U.S. HIGHWAY 98, 26 FEET SOUTHWEST OF THE
 BV0886'CENTER OF A BLACKTOP ROAD, 31 FEET NORTH OF A RIGHT-OF-WAY MARKER,
 BV0886'83.5 FEET NORTH OF THE NORTHEAST CORNER OF AN ABANDONED CONCRETE
 BV0886'FOUNDATION, 127 FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY, 123
 BV0886'FEET NORTHWEST OF A TELEPHONE LINE POLE WITH A WOODEN GUY POLE, 9 FEET
 BV0886'WEST OF THE EXTENDED WEST WALL OF A BRICK HOUSE, 41.5 FEET SOUTHWEST
 BV0886'OF A 20 INCH PINE, 1.5 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 2 FEET
 BV0886'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BV0886'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 3
 BV0886'INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF
 BV0886'SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV0886'HIGHWAY 98) FOR 1.1 MILES TO 1-59.  CONTINUE WEST ON U.S. HIGHWAY 98
 BV0886'FOR 8.75 MILES TO AN ANGLING CROSSROADS.  TURN RIGHT (NORTHWEST) AND
 BV0886'CONTINUE ON A BLACKTOP ROAD FOR APPROXIMATLEY 200 FEET TO THE MARK ON
 BV0886'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0898 ***********************************************************************
 BW0898  DESIGNATION -  98 V 13
 BW0898  PID         -  BW0898
 BW0898  STATE/COUNTY-  MS/ADAMS
 BW0898  USGS QUAD   -  WASHINGTON (1976)
 BW0898
 BW0898                         *CURRENT SURVEY CONTROL
 BW0898  ___________________________________________________________________
 BW0898* NAD 83(1986)-  31 33 44.     (N)    091 15 54.     (W)     SCALED    
 BW0898* NAVD 88     -       117.402  (meters)     385.18   (feet)  ADJUSTED  
 BW0898  ___________________________________________________________________
 BW0898  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0898  DYNAMIC HT  -         117.259 (meters)     384.71  (feet)  COMP
 BW0898  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BW0898
 BW0898  VERT ORDER  -  SECOND    CLASS 0
 BW0898
 BW0898.The horizontal coordinates were scaled from a topographic map and have
 BW0898.an estimated accuracy of +/- 6 seconds.
 BW0898
 BW0898.The orthometric height was determined by differential leveling
 BW0898.and adjusted in February 1994.
 BW0898
 BW0898.The geoid height was determined by GEOID03.
 BW0898
 BW0898.The dynamic height is computed by dividing the NAVD 88
 BW0898.geopotential number by the normal gravity value computed on the
 BW0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0898.degrees latitude (g = 980.6199 gals.).
 BW0898
 BW0898.The modeled gravity was interpolated from observed gravity values.
 BW0898
 BW0898;                    North         East    Units  Estimated Accuracy
 BW0898;SPC MS W     -   228,990.      611,550.      MT  (+/- 180 meters Scaled)
 BW0898
 BW0898                          SUPERSEDED SURVEY CONTROL
 BW0898
 BW0898  NAVD 88 (06/15/91)  117.426  (m)          385.26   (f) UNKNOWN     2 0
 BW0898  NGVD 29 (??/??/??)  117.407  (m)          385.19   (f) ADJUSTED    2 0
 BW0898
 BW0898.Superseded values are not recommended for survey control.
 BW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0898.See file dsdata.txt to determine how the superseded data were derived.
 BW0898
 BW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ646932(NAD 83)
 BW0898_MARKER: DR = REFERENCE MARK DISK
 BW0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0898_STAMPING: BM 98V-13 1967
 BW0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0898+STABILITY: SURFACE MOTION
 BW0898
 BW0898  HISTORY     - Date     Condition        Report By
 BW0898  HISTORY     - 1967     MONUMENTED       MSHD
 BW0898  HISTORY     - 1968     GOOD             MSHD
 BW0898
 BW0898                          STATION DESCRIPTION
 BW0898
 BW0898'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0898'2.3 MI SE FROM WASHINGTON.
 BW0898'THE MARK IS LOCATED 2.3 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0898'WASHINGTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84, 0.05
 BW0898'MILE WEST OF THE ENTRANCE TO A GRAVEL PIT.  IT IS 76 FEET NORTH OF THE
 BW0898'CENTER OF U.S. HIGHWAY 98 AND 84, 38 FEET NORTH OF A TELEPHONE CABLE,
 BW0898'2.5 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER ON IT, 28.5 FEET
 BW0898'SOUTH OF THE SOUTHWEST CORNER OF A SMALL METAL BUILDING ON THE SOUTH
 BW0898'SIDE OF A RADIO MAST, 2 FEET EAST OF A METAL WITNESS POST SET IN THE
 BW0898'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF
 BW0898'THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE JUNCTION
 BW0898'OF U.S. HIGHWAY 98, 84, AND 61 IN WASHINGTON GO SOUTHEAST ON U.S.
 BW0898'HIGHWAY 98 AND 84 FOR 2.4 MILES TO A RADIO MAST AND THE MARK ON THE
 BW0898'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0887 ***********************************************************************
 BV0887  DESIGNATION -  98 V 130
 BV0887  PID         -  BV0887
 BV0887  STATE/COUNTY-  MS/LAMAR
 BV0887  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0887
 BV0887                         *CURRENT SURVEY CONTROL
 BV0887  ___________________________________________________________________
 BV0887* NAD 83(1986)-  31 18 38.     (N)    089 28 43.     (W)     SCALED    
 BV0887* NAVD 88     -        97.76   (+/-2cm)     320.7    (feet)  VERTCON   
 BV0887  ___________________________________________________________________
 BV0887  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BV0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0887
 BV0887.The horizontal coordinates were scaled from a topographic map and have
 BV0887.an estimated accuracy of +/- 6 seconds.
 BV0887
 BV0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0887.The vertical order pertains to the NGVD 29 superseded value.
 BV0887
 BV0887.The geoid height was determined by GEOID03.
 BV0887
 BV0887;                    North         East    Units  Estimated Accuracy
 BV0887;SPC MS E     -   200,890.      238,580.      MT  (+/- 180 meters Scaled)
 BV0887
 BV0887                          SUPERSEDED SURVEY CONTROL
 BV0887
 BV0887  NGVD 29 (??/??/92)   97.773  (m)          320.78   (f) ADJ UNCH    2 0
 BV0887
 BV0887.Superseded values are not recommended for survey control.
 BV0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0887.See file dsdata.txt to determine how the superseded data were derived.
 BV0887
 BV0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV641666(NAD 83)
 BV0887_MARKER: DD = SURVEY DISK
 BV0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0887_STAMPING: BM 98V-130 1969
 BV0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0887+STABILITY: SURFACE MOTION
 BV0887
 BV0887  HISTORY     - Date     Condition        Report By
 BV0887  HISTORY     - 1969     MONUMENTED       MSHD
 BV0887
 BV0887                          STATION DESCRIPTION
 BV0887
 BV0887'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0887'11.2 MI SW FROM HATTIESBURG.
 BV0887'THE MARK IS LOCATED 11.2 MILES SOUTHWEST OF HATTIESBURG ON THE NORTH
 BV0887'RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE NORTHWEST 1/4 OF SECTION 14, T
 BV0887'4N, R 15W.  IT IS 81 FEET NORTH OF THE CENTER OF U.S HIGHWAY 98, 43
 BV0887'FEET NORTH OF THE EDGE OF A 4 FOOT BANK, 5 FEET NORTH OF A FENCE, 2
 BV0887'FEET EAST OF A UTILITY POLE NO. 112, 134.5 FEET NORTHEAST OF A 20 INCH
 BV0887'PINE, 1.5 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BV0887'INCH ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY
 BV0887'AND PROJECTS 8 INCHES.  TO REACH FROM THE SOUTH ENTRANCE OF THE
 BV0887'UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG, GO WEST ON HARDY
 BV0887'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO 1-59.  CONTINUE WEST ON U.S.
 BV0887'HIGHWAY 98 FOR 7.3 MILES TO A CROSSROADS WITH A CHURCH IN THE
 BV0887'NORTHEAST ANGLE.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 98 FOR 0.45 MILE
 BV0887'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0888 ***********************************************************************
 BV0888  DESIGNATION -  98 V 131
 BV0888  PID         -  BV0888
 BV0888  STATE/COUNTY-  MS/LAMAR
 BV0888  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0888
 BV0888                         *CURRENT SURVEY CONTROL
 BV0888  ___________________________________________________________________
 BV0888* NAD 83(1986)-  31 18 51.     (N)    089 27 41.     (W)     SCALED    
 BV0888* NAVD 88     -        91.40   (+/-2cm)     299.9    (feet)  VERTCON   
 BV0888  ___________________________________________________________________
 BV0888  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BV0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0888
 BV0888.The horizontal coordinates were scaled from a topographic map and have
 BV0888.an estimated accuracy of +/- 6 seconds.
 BV0888
 BV0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0888.The vertical order pertains to the NGVD 29 superseded value.
 BV0888
 BV0888.The geoid height was determined by GEOID03.
 BV0888
 BV0888;                    North         East    Units  Estimated Accuracy
 BV0888;SPC MS E     -   201,280.      240,220.      MT  (+/- 180 meters Scaled)
 BV0888
 BV0888                          SUPERSEDED SURVEY CONTROL
 BV0888
 BV0888  NGVD 29 (??/??/92)   91.415  (m)          299.92   (f) ADJ UNCH    2 0
 BV0888
 BV0888.Superseded values are not recommended for survey control.
 BV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0888.See file dsdata.txt to determine how the superseded data were derived.
 BV0888
 BV0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV657670(NAD 83)
 BV0888_MARKER: DD = SURVEY DISK
 BV0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0888_SP_SET: ABUTMENT
 BV0888_STAMPING: BM 98V-131 1969
 BV0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0888
 BV0888  HISTORY     - Date     Condition        Report By
 BV0888  HISTORY     - 1969     MONUMENTED       MSHD
 BV0888
 BV0888                          STATION DESCRIPTION
 BV0888
 BV0888'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0888'10.4 MI SW FROM HATTIESBURG.
 BV0888'THE MARK IS LOCATED 10.4 MILES SOUTHWEST OF HATTIESBURG IN THE NORTH
 BV0888'END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE IN THE NORTHWEST 1/4 OF
 BV0888'SECTION 13, T 4N, R 15W.  IT IS 15 FEET NORTH OF THE CENTER OF U.S.
 BV0888'HIGHWAY 98, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN A DRILLED
 BV0888'HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE AND IS
 BV0888'ABOUT LEVEL WITH THE HIGHWAY.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 BV0888'UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG, GO WEST ON HARDY
 BV0888'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO 1-59.  CONTINUE WEST ON U.S.
 BV0888'HIGHWAY 98 FOR 5.6 MILES TO A CROSSROADS.  CONTINUE WEST ON U.S.
 BV0888'HIGHWAY 98 FOR 1.0 MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0889 ***********************************************************************
 BV0889  DESIGNATION -  98 V 132
 BV0889  PID         -  BV0889
 BV0889  STATE/COUNTY-  MS/LAMAR
 BV0889  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0889
 BV0889                         *CURRENT SURVEY CONTROL
 BV0889  ___________________________________________________________________
 BV0889* NAD 83(1986)-  31 18 56.     (N)    089 26 39.     (W)     SCALED    
 BV0889* NAVD 88     -       108.70   (+/-2cm)     356.6    (feet)  VERTCON   
 BV0889  ___________________________________________________________________
 BV0889  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BV0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0889
 BV0889.The horizontal coordinates were scaled from a topographic map and have
 BV0889.an estimated accuracy of +/- 6 seconds.
 BV0889
 BV0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0889.The vertical order pertains to the NGVD 29 superseded value.
 BV0889
 BV0889.The geoid height was determined by GEOID03.
 BV0889
 BV0889;                    North         East    Units  Estimated Accuracy
 BV0889;SPC MS E     -   201,420.      241,860.      MT  (+/- 180 meters Scaled)
 BV0889
 BV0889                          SUPERSEDED SURVEY CONTROL
 BV0889
 BV0889  NGVD 29 (??/??/92)  108.716  (m)          356.68   (f) ADJ UNCH    2 0
 BV0889
 BV0889.Superseded values are not recommended for survey control.
 BV0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0889.See file dsdata.txt to determine how the superseded data were derived.
 BV0889
 BV0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV674671(NAD 83)
 BV0889_MARKER: DD = SURVEY DISK
 BV0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0889_STAMPING: BM 98V-132 1969
 BV0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0889+STABILITY: SURFACE MOTION
 BV0889
 BV0889  HISTORY     - Date     Condition        Report By
 BV0889  HISTORY     - 1969     MONUMENTED       MSHD
 BV0889
 BV0889                          STATION DESCRIPTION
 BV0889
 BV0889'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0889'9.3 MI W FROM HATTIESBURG.
 BV0889'THE MARK IS LOCATED 9.3 MILES WEST OF HATTIESBURG IN THE SOUTHWEST
 BV0889'ANGLE OF A CROSSROADS AND IS IN THE NORTHWEST 1/4 OF SECTION 18, T 4N,
 BV0889'R 14W.  IT IS 202 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS, 97
 BV0889'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 160 FEET WEST OF THE
 BV0889'CENTER OF A BLACKTOP ROAD, 199 FET NORTHWEST OF A POWER LINE POLE WITH
 BV0889'A TRANSFORMER, 152 FEET NORTHWEST OF A FENCE CORNER, 71 FEET SOUTHEAST
 BV0889'OF ANOTHER FENCE CORNER, 85 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 BV0889'GUY WIRE, 4 FEET EAST OF A 10 INCH PINE, 1.5 FEET NORTH OF A FENCE,
 BV0889'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BV0889'INCH ROUND CONCRETE POST ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY
 BV0889'AND PROJECTS 8 INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 BV0889'UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY
 BV0889'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO 1-59.  CONTINUE WEST ON U.S.
 BV0889'HIGHWAY 98 FOR 5.6 MILES TO A CROSSROADS AND THE MARK ON THE LEFT AS
 BV0889'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1112 ***********************************************************************
 BV1112  DESIGNATION -  98 V 132 RESET
 BV1112  PID         -  BV1112
 BV1112  STATE/COUNTY-  MS/LAMAR
 BV1112  USGS QUAD   -  HATTIESBURG SW (1982)
 BV1112
 BV1112                         *CURRENT SURVEY CONTROL
 BV1112  ___________________________________________________________________
 BV1112* NAD 83(1986)-  31 18 56.     (N)    089 26 39.     (W)     SCALED    
 BV1112* NAVD 88     -       106.22   (+/-2cm)     348.5    (feet)  VERTCON   
 BV1112  ___________________________________________________________________
 BV1112  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BV1112  VERT ORDER  -  THIRD (See Below)
 BV1112
 BV1112.The horizontal coordinates were scaled from a topographic map and have
 BV1112.an estimated accuracy of +/- 6 seconds.
 BV1112
 BV1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1112.The vertical order pertains to the NGVD 29 superseded value.
 BV1112
 BV1112.The geoid height was determined by GEOID03.
 BV1112
 BV1112;                    North         East    Units  Estimated Accuracy
 BV1112;SPC MS E     -   201,420.      241,860.      MT  (+/- 180 meters Scaled)
 BV1112
 BV1112                          SUPERSEDED SURVEY CONTROL
 BV1112
 BV1112  NGVD 29 (08/12/04)  106.24   (m)          348.6    (f) RESET       3  
 BV1112
 BV1112.Superseded values are not recommended for survey control.
 BV1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1112.See file dsdata.txt to determine how the superseded data were derived.
 BV1112
 BV1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV674671(NAD 83)
 BV1112_MARKER: DB = BENCH MARK DISK
 BV1112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BV1112+WITH SETTING: INTO GROUND
 BV1112_STAMPING: 98 V 132 RESET 1976
 BV1112_PROJECTION: FLUSH
 BV1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1112+STABILITY: SURFACE MOTION
 BV1112_ROD/PIPE-DEPTH: 1.22 meters
 BV1112
 BV1112  HISTORY     - Date     Condition        Report By
 BV1112  HISTORY     - 1976     MONUMENTED       NGS
 BV1112
 BV1112                          STATION DESCRIPTION
 BV1112
 BV1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BV1112'9.3 MI WEST FROM HATTIESBURG.
 BV1112'5.6 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF INTERSTATE
 BV1112'HIGHWAY 59 IN HATTIESBURG TO A CROSSROAD AND MARK IN SOUTHWEST ANGLE
 BV1112'OF INTERSECTION, 210 FT. WEST OF THE CENTER OF PAVED ROAD, 134 FT.
 BV1112'SOUTH OF THE CENTER OF THE EAST-BOUND LANE OF HIGHWAY UNDER
 BV1112'CONSTRUCTION, 160 FT. WEST OF POWER POLE AT FENCE CORNER, 84 FT. EAST
 BV1112'OF A POWER POLE AND 1 FT. NORTH OF A METAL WITNESS POST AND SIGN IN
 BV1112'FENCELINE.  A STANDARD DISK CRIMPED TO THE TOP OF A 4 FT. COPPER
 BV1112'COATED ROD WITH BASEPLATE AND COLLAR, SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0642 ***********************************************************************
 BV0642  DESIGNATION -  98 V 133
 BV0642  PID         -  BV0642
 BV0642  STATE/COUNTY-  MS/LAMAR
 BV0642  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0642
 BV0642                         *CURRENT SURVEY CONTROL
 BV0642  ___________________________________________________________________
 BV0642* NAD 83(1986)-  31 19 01.     (N)    089 25 46.     (W)     SCALED    
 BV0642* NAVD 88     -        99.80   (+/-2cm)     327.4    (feet)  VERTCON   
 BV0642  ___________________________________________________________________
 BV0642  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0642
 BV0642.The horizontal coordinates were scaled from a topographic map and have
 BV0642.an estimated accuracy of +/- 6 seconds.
 BV0642
 BV0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0642.The vertical order pertains to the NGVD 29 superseded value.
 BV0642
 BV0642.The geoid height was determined by GEOID03.
 BV0642
 BV0642;                    North         East    Units  Estimated Accuracy
 BV0642;SPC MS E     -   201,570.      243,260.      MT  (+/- 180 meters Scaled)
 BV0642
 BV0642                          SUPERSEDED SURVEY CONTROL
 BV0642
 BV0642  NGVD 29 (??/??/92)   99.809  (m)          327.46   (f) ADJ UNCH    2 0
 BV0642
 BV0642.Superseded values are not recommended for survey control.
 BV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0642.See file dsdata.txt to determine how the superseded data were derived.
 BV0642
 BV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV688672(NAD 83)
 BV0642_MARKER: DB = BENCH MARK DISK
 BV0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0642_STAMPING: BM 98V-133 1969
 BV0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0642+STABILITY: SURFACE MOTION
 BV0642
 BV0642  HISTORY     - Date     Condition        Report By
 BV0642  HISTORY     - 1969     MONUMENTED       MSHD
 BV0642
 BV0642                          STATION DESCRIPTION
 BV0642
 BV0642'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0642'8.4 MI W FROM HATTIESBURG.
 BV0642'THE MARK IS LOCATED 8.4 MILES WEST OF HATTIESBURG ON THE NORTH
 BV0642'RIGHT-OF-WAY OF U.S. HIGHWAY 98 APPROXIMATELY 150 FEET SOUTH OF THE
 BV0642'EDGE OF A LAKE NEAR THE EAST END OF THE LEVEE AND IS IN THE SOUTHWEST
 BV0642'1/4 OF SECTION 8, T 4N, R 14W.  IT IS 51 FEET NORTH OF THE CENTER OF
 BV0642'U.S. HIGHWAY 98, 155 FEET SOUTH OF THE CENTER OF A LEVEE FOR A LAKE,
 BV0642'167 FEET EAST NORTHEAST OF A TELEPHONE LINE POLE, 113 FEET NORTHWEST
 BV0642'OF A POWER LINE POLE, 7 FEET NORTHWEST OF A 12 INCH PINE, 8 FEET EAST
 BV0642'OF A 14 INCH PINE, 1.5 FEET WEST OF A METAL WITNESS POST, SET IN THE
 BV0642'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BV0642'PROJECTS 8 INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY
 BV0642'OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV0642'HIGHWAY 98) FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S. HIGHWAY 98
 BV0642'FOR 3.7 MILES TO A CROSSROADS.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR
 BV0642'1.0 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0649 ***********************************************************************
 BV0649  DESIGNATION -  98 V 134 MSHD RESET 1976
 BV0649  PID         -  BV0649
 BV0649  STATE/COUNTY-  MS/LAMAR
 BV0649  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0649
 BV0649                         *CURRENT SURVEY CONTROL
 BV0649  ___________________________________________________________________
 BV0649* NAD 83(1986)-  31 19 08.     (N)    089 23 56.     (W)     SCALED    
 BV0649* NAVD 88     -       103.60   (+/-2cm)     339.9    (feet)  VERTCON   
 BV0649  ___________________________________________________________________
 BV0649  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0649  VERT ORDER  -  THIRD (See Below)
 BV0649
 BV0649.The horizontal coordinates were scaled from a topographic map and have
 BV0649.an estimated accuracy of +/- 6 seconds.
 BV0649
 BV0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0649.The vertical order pertains to the NGVD 29 superseded value.
 BV0649
 BV0649.The geoid height was determined by GEOID03.
 BV0649
 BV0649;                    North         East    Units  Estimated Accuracy
 BV0649;SPC MS E     -   201,770.      246,170.      MT  (+/- 180 meters Scaled)
 BV0649
 BV0649                          SUPERSEDED SURVEY CONTROL
 BV0649
 BV0649  NGVD 29 (08/12/04)  103.61   (m)          339.9    (f) RESET       3  
 BV0649
 BV0649.Superseded values are not recommended for survey control.
 BV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0649.See file dsdata.txt to determine how the superseded data were derived.
 BV0649
 BV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV717674(NAD 83)
 BV0649_MARKER: DB = BENCH MARK DISK
 BV0649_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BV0649+WITH SETTING: INTO GROUND
 BV0649_STAMPING: 98V 134 RESET 1976
 BV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0649+STABILITY: SURFACE MOTION
 BV0649
 BV0649  HISTORY     - Date     Condition        Report By
 BV0649  HISTORY     - 1976     MONUMENTED       NGS
 BV0649
 BV0649                          STATION DESCRIPTION
 BV0649
 BV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BV0649'6.4 MI W FROM HATTIESBURG.
 BV0649'2.8 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF INTERSTATE
 BV0649'HIGHWAY 59 AT HATTIESBURG TO MARK ON THE LEFT, 250 FEET EAST OF THE
 BV0649'CENTER OF PAVED ROAD, 59 FEET SOUTH OF THE EAST-BOUND LANE OF HIGHWAY,
 BV0649'76.5 FEET WEST-NORTHWEST OF A POWER POLE, 44 FEET NORTH OF OVERHEAD
 BV0649'POWERLINES AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN. A
 BV0649'STANDARD DISK CRIMPED TO THE TOP OF A 4 FOOT COPPER COATED ROD WITH
 BV0649'BASEPLATE AND COLLAR, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 BV0649'GROUND.  SW 1/4 SECTION 10, T 4N, R 14W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0650 ***********************************************************************
 BV0650  DESIGNATION -  98 V 135
 BV0650  PID         -  BV0650
 BV0650  STATE/COUNTY-  MS/LAMAR
 BV0650  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0650
 BV0650                         *CURRENT SURVEY CONTROL
 BV0650  ___________________________________________________________________
 BV0650* NAD 83(1986)-  31 19 17.     (N)    089 22 58.     (W)     SCALED    
 BV0650* NAVD 88     -        79.08   (+/-2cm)     259.4    (feet)  VERTCON   
 BV0650  ___________________________________________________________________
 BV0650  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0650
 BV0650.The horizontal coordinates were scaled from a topographic map and have
 BV0650.an estimated accuracy of +/- 6 seconds.
 BV0650
 BV0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0650.The vertical order pertains to the NGVD 29 superseded value.
 BV0650
 BV0650.The geoid height was determined by GEOID03.
 BV0650
 BV0650;                    North         East    Units  Estimated Accuracy
 BV0650;SPC MS E     -   202,040.      247,710.      MT  (+/- 180 meters Scaled)
 BV0650
 BV0650                          SUPERSEDED SURVEY CONTROL
 BV0650
 BV0650  NGVD 29 (??/??/92)   79.097  (m)          259.50   (f) ADJ UNCH    2 0
 BV0650
 BV0650.Superseded values are not recommended for survey control.
 BV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0650.See file dsdata.txt to determine how the superseded data were derived.
 BV0650
 BV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV732676(NAD 83)
 BV0650_MARKER: DD = SURVEY DISK
 BV0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0650_STAMPING: BM 98V-135 1969
 BV0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0650+STABILITY: SURFACE MOTION
 BV0650
 BV0650  HISTORY     - Date     Condition        Report By
 BV0650  HISTORY     - 1969     MONUMENTED       MSHD
 BV0650  HISTORY     - 20010419 GOOD             INDIV
 BV0650
 BV0650                          STATION DESCRIPTION
 BV0650
 BV0650'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0650'5.5 MI W FROM HATTIESBURG.
 BV0650'THE MARK IS LOCATED 5.5 MILES WEST OF HATTIESBURG ON THE SOUTH
 BV0650'RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE SOUTHEAST 1/4 OF SECTION 10, T
 BV0650'4N, R 14W.  IT IS 64.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 72
 BV0650'FEET WEST OF THE CENTER OF A DRIVEWAY, 2 FEET EAST OF THE EXTENDED
 BV0650'WEST WALL OF A RED BRICK HOUSE, 110 FEET NORTH OF THE NORTHWEST CORNER
 BV0650'OF A BRICK HOUSE, 87.5 FEET SOUTHWEST OF A UTILITY POLE, 15.5 FEET
 BV0650'SOUTH SOUTHEAST OF A RIGHT-OF-WAY MARKER, 2.5 FEET EAST OF ANOTHER
 BV0650'RIGHT-OF-WAY MARKER, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE
 BV0650'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BV0650'IS FLUSH WITH THE GROUND.  TO REACH FROM THE ENTRANCE TO THE
 BV0650'UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY
 BV0650'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S.
 BV0650'HIGHWAY 98 FOR 1.3 MILES TO A CROSSROADS.  CONTINUE WEST ON U.S.
 BV0650'HIGHWAY 98 FOR 0.55 MILE TO THE MARK ON THE LEFT.
 BV0650
 BV0650                          STATION RECOVERY (2001)
 BV0650
 BV0650'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DS)
 BV0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0651 ***********************************************************************
 BV0651  DESIGNATION -  98 V 136
 BV0651  PID         -  BV0651
 BV0651  STATE/COUNTY-  MS/LAMAR
 BV0651  USGS QUAD   -  HATTIESBURG (1982)
 BV0651
 BV0651                         *CURRENT SURVEY CONTROL
 BV0651  ___________________________________________________________________
 BV0651* NAD 83(1986)-  31 19 21.     (N)    089 22 10.     (W)     SCALED    
 BV0651* NAVD 88     -        75.31   (+/-2cm)     247.1    (feet)  VERTCON   
 BV0651  ___________________________________________________________________
 BV0651  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0651
 BV0651.The horizontal coordinates were scaled from a topographic map and have
 BV0651.an estimated accuracy of +/- 6 seconds.
 BV0651
 BV0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0651.The vertical order pertains to the NGVD 29 superseded value.
 BV0651
 BV0651.The geoid height was determined by GEOID03.
 BV0651
 BV0651;                    North         East    Units  Estimated Accuracy
 BV0651;SPC MS E     -   202,160.      248,970.      MT  (+/- 180 meters Scaled)
 BV0651
 BV0651                          SUPERSEDED SURVEY CONTROL
 BV0651
 BV0651  NGVD 29 (??/??/92)   75.326  (m)          247.13   (f) ADJ UNCH    2 0
 BV0651
 BV0651.Superseded values are not recommended for survey control.
 BV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0651.See file dsdata.txt to determine how the superseded data were derived.
 BV0651
 BV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV745677(NAD 83)
 BV0651_MARKER: DB = BENCH MARK DISK
 BV0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0651_STAMPING: BM 98V-136 1969
 BV0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0651+STABILITY: SURFACE MOTION
 BV0651
 BV0651  HISTORY     - Date     Condition        Report By
 BV0651  HISTORY     - 1969     MONUMENTED       MSHD
 BV0651
 BV0651                          STATION DESCRIPTION
 BV0651
 BV0651'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0651'4.7 MI W FROM HATTIESBURG.
 BV0651'THE MARK IS LOCATED 4.7 MILES WEST OF HATTIESBURG JUST SOUTH OF U.S.
 BV0651'HIGHWAY 98 APPROXIMATELY 100 YARDS NORTH OF A CEMETERY IN THE
 BV0651'SOUTHEAST 1/4 OF SECTION 11, T 4N, R 14W.  IT IS 145 FEET SOUTH OF THE
 BV0651'CENTER OF U.S. HIGHWAY 98, 81 FEET WEST OF THE CENTER OF A GRAVELED
 BV0651'ROAD, 117 FEET SOUTHEAST OF A UTILITY POLE, 7.5 FEET SOUTHWEST OF A 14
 BV0651'INCH PINE, 6 FEET NORTHEAST OF A 12 INCH PINE, 1.5 FEET SOUTHEASST OF
 BV0651'A METAL WITNESS POST, 116 FEET EAST OF THE CENTER OF A TRACK ROAD, SET
 BV0651'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE
 BV0651'LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO REACH FROM THE SOUTH
 BV0651'ENTRANCE TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO
 BV0651'WEST ON HARDY STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO I-59. CONTINUE
 BV0651'WEST ON U.S. HIGHWAY 98 FOR 1.0 MILE TO A SIDE ROAD LEADING TO A
 BV0651'CEMETERY AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0653 ***********************************************************************
 BV0653  DESIGNATION -  98 V 137
 BV0653  PID         -  BV0653
 BV0653  STATE/COUNTY-  MS/LAMAR
 BV0653  USGS QUAD   -  HATTIESBURG (1982)
 BV0653
 BV0653                         *CURRENT SURVEY CONTROL
 BV0653  ___________________________________________________________________
 BV0653* NAD 83(1986)-  31 19 30.     (N)    089 21 10.     (W)     SCALED    
 BV0653* NAVD 88     -        73.813  (meters)     242.17   (feet)  ADJUSTED  
 BV0653  ___________________________________________________________________
 BV0653  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV0653  DYNAMIC HT  -          73.723 (meters)     241.87  (feet)  COMP
 BV0653  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 BV0653
 BV0653  VERT ORDER  -  SECOND    CLASS 0
 BV0653
 BV0653.The horizontal coordinates were scaled from a topographic map and have
 BV0653.an estimated accuracy of +/- 6 seconds.
 BV0653
 BV0653.The orthometric height was determined by differential leveling
 BV0653.and adjusted in May 1996.
 BV0653
 BV0653.The geoid height was determined by GEOID03.
 BV0653
 BV0653.The dynamic height is computed by dividing the NAVD 88
 BV0653.geopotential number by the normal gravity value computed on the
 BV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0653.degrees latitude (g = 980.6199 gals.).
 BV0653
 BV0653.The modeled gravity was interpolated from observed gravity values.
 BV0653
 BV0653;                    North         East    Units  Estimated Accuracy
 BV0653;SPC MS E     -   202,430.      250,560.      MT  (+/- 180 meters Scaled)
 BV0653
 BV0653                          SUPERSEDED SURVEY CONTROL
 BV0653
 BV0653  NGVD 29 (??/??/92)   73.816  (m)          242.18   (f) ADJ UNCH    2 0
 BV0653
 BV0653.Superseded values are not recommended for survey control.
 BV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0653.See file dsdata.txt to determine how the superseded data were derived.
 BV0653
 BV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV761680(NAD 83)
 BV0653_MARKER: DD = SURVEY DISK
 BV0653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV0653_SP_SET: BRIDGE ABUTMENT
 BV0653_STAMPING: BM 98 V 137 1969
 BV0653_MARK LOGO: MSHD  
 BV0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0653+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1989
 BV0653
 BV0653  HISTORY     - Date     Condition        Report By
 BV0653  HISTORY     - UNK      MONUMENTED       MSHD
 BV0653  HISTORY     - 1969     GOOD             MSHD
 BV0653  HISTORY     - 19890503 GOOD             MSHD
 BV0653
 BV0653                          STATION DESCRIPTION
 BV0653
 BV0653'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0653'3.6 MI W FROM HATTIESBURG.
 BV0653'THE MARK IS LOCATED 3.6 MILES WEST OF HATTIESBURG IN THE SOUTH END OF
 BV0653'THE EAST ABUTMENT OF THE U.S. HIGHWAY 98 SOUTH CONCRETE BRIDGE OVER
 BV0653'I-59 IN THE NORTHEAST 1/4 OF SECTION 12, T 4N, R 14W.  IT IS 18 FEET
 BV0653'SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S. HIGHWAY 98, 72 FEET EAST
 BV0653'OF THE CENTER OF THE EAST LANE OF I-59, 1.5 FEET SOUTHWEST OF A METAL
 BV0653'WITNESS POST, SET IN A DRILLED HOLE IN THE SOUTH END OF THE EAST
 BV0653'ABUTMENT OF THE SOUTH U.S. HIGHWAY 98 BRIDGE OVER I-59 AND IS ABOUT
 BV0653'LEVEL WITH U.S. HIGHWAY 98.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 BV0653'UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY
 BV0653'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO I-59 AND THE MARK ON THE
 BV0653'LEFT.
 BV0653
 BV0653                          STATION RECOVERY (1989)
 BV0653
 BV0653'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0653'MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF HATTIESBURG IN THE U.S.
 BV0653'HIGHWAY 98 EAST BOUND BRIDGE OVER I-59, 2.35 MI (3.78 KM) SOUTH
 BV0653'SOUTHWEST OF THE I-59 BRIDGE OVER U.S. HIGHWAY 49 AT THE NORTH EDGE
 BV0653'OF HATTIESBURG AND IS IN SECTION 12, T 4N, R 14W.  MARK IS A MSHD
 BV0653'DISK SET IN A DRILL HOLE IN THE SOUTH END OIF THE EAST ABUTMENT OF
 BV0653'THE CONCRETE BRIDGE, 72 FT (21.9 M) EAST OF THE CENTER OF THE NORTH
 BV0653'BOUND LANE OF I-59, 18 FT (5.5 M) SOUTH OF THE CENTER OF THE EAST
 BV0653'BOUND LANE OF HIGHWAY 98, 1.5 FT (0.5 M) SOUTHWEST OF A METAL WITNESS
 BV0653'POST AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1044 ***********************************************************************
 BV1044  DESIGNATION -  98 V 138
 BV1044  PID         -  BV1044
 BV1044  STATE/COUNTY-  MS/FORREST
 BV1044  USGS QUAD   -  HATTIESBURG (1982)
 BV1044
 BV1044                         *CURRENT SURVEY CONTROL
 BV1044  ___________________________________________________________________
 BV1044* NAD 83(1986)-  31 18 57.     (N)    089 19 29.     (W)     SCALED    
 BV1044* NAVD 88     -        55.657  (meters)     182.60   (feet)  ADJUSTED  
 BV1044  ___________________________________________________________________
 BV1044  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BV1044  DYNAMIC HT  -          55.589 (meters)     182.38  (feet)  COMP
 BV1044  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 BV1044
 BV1044  VERT ORDER  -  SECOND    CLASS II
 BV1044
 BV1044.The horizontal coordinates were scaled from a topographic map and have
 BV1044.an estimated accuracy of +/- 6 seconds.
 BV1044
 BV1044.The orthometric height was determined by differential leveling
 BV1044.and adjusted in May 1996.
 BV1044
 BV1044.The geoid height was determined by GEOID03.
 BV1044
 BV1044.The dynamic height is computed by dividing the NAVD 88
 BV1044.geopotential number by the normal gravity value computed on the
 BV1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1044.degrees latitude (g = 980.6199 gals.).
 BV1044
 BV1044.The modeled gravity was interpolated from observed gravity values.
 BV1044
 BV1044;                    North         East    Units  Estimated Accuracy
 BV1044;SPC MS E     -   201,400.      253,230.      MT  (+/- 180 meters Scaled)
 BV1044
 BV1044                          SUPERSEDED SURVEY CONTROL
 BV1044
 BV1044  NGVD 29 (??/??/92)   55.674  (m)          182.66   (f) ADJ UNCH    2 2
 BV1044
 BV1044.Superseded values are not recommended for survey control.
 BV1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1044.See file dsdata.txt to determine how the superseded data were derived.
 BV1044
 BV1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV787669(NAD 83)
 BV1044_MARKER: DD = SURVEY DISK
 BV1044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1044_SP_SET: CULVERT HEADWALL
 BV1044_STAMPING: BM 98V 138 1976
 BV1044_MARK LOGO: MSHD  
 BV1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1044+STABILITY: SURFACE MOTION
 BV1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1044+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2007
 BV1044
 BV1044  HISTORY     - Date     Condition        Report By
 BV1044  HISTORY     - 1976     MONUMENTED       MSHD
 BV1044  HISTORY     - 20071226 GOOD             INDIV
 BV1044
 BV1044                          STATION DESCRIPTION
 BV1044
 BV1044'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1044'LOCATED 2.2 MILES (3.5 KM) WEST-SOUTHWEST OF THE CENTER OF
 BV1044'HATTIESBURG, 0.8 MILE (1.3 KM) SOUTH OF THE JUNCTION OF US HIGHWAY 98
 BV1044'LEADING WEST AND US HIGHWAY 49, 0.65 MILE (1.05 KM) NORTHWEST OF THE
 BV1044'BRIDGE OVER US HIGHWAY 11 IN THE NORTHWEST 1/4 OF SEC 17, T 4N, R
 BV1044'13W.  IT IS 27 FEET (8.2 M) NORTHEAST OF THE CORNER OF THE NORTH
 BV1044'BOUND LANE OF US HIGHWAY 49, 38 FEET (11.6 M) SOUTHWEST OF THE CENTER
 BV1044'OF A FRONTAGE ROAD, 67 FEET (20.4 M) SOUTHEAST OF THE CENTER OF A
 BV1044'TURN BAY, 1 FOOT (0.3 M) NORTHWEST OF A METAL WITNESS POST SET IN A
 BV1044'DRILL HOLE IN THE SOUTHEAST END OF THE NORTHWEST HEADWALL OF A 3 X 3
 BV1044'FOOT (0.9 M) CONCRETE BOX CULVERT AND IS ABOUT 3 FEET (0.9 M) BELOW
 BV1044'THE LEVEL OF THE HIGHWAY.
 BV1044
 BV1044                          STATION RECOVERY (2007)
 BV1044
 BV1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (KM)
 BV1044'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1045 ***********************************************************************
 BV1045  DESIGNATION -  98 V 139
 BV1045  PID         -  BV1045
 BV1045  STATE/COUNTY-  MS/FORREST
 BV1045  USGS QUAD   -  HATTIESBURG (1982)
 BV1045
 BV1045                         *CURRENT SURVEY CONTROL
 BV1045  ___________________________________________________________________
 BV1045* NAD 83(1986)-  31 18 29.     (N)    089 19 04.     (W)     SCALED    
 BV1045* NAVD 88     -        66.703  (meters)     218.84   (feet)  ADJUSTED  
 BV1045  ___________________________________________________________________
 BV1045  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BV1045  DYNAMIC HT  -          66.621 (meters)     218.57  (feet)  COMP
 BV1045  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 BV1045
 BV1045  VERT ORDER  -  SECOND    CLASS II
 BV1045
 BV1045.The horizontal coordinates were scaled from a topographic map and have
 BV1045.an estimated accuracy of +/- 6 seconds.
 BV1045
 BV1045.The orthometric height was determined by differential leveling
 BV1045.and adjusted in May 1996.
 BV1045
 BV1045.The geoid height was determined by GEOID03.
 BV1045
 BV1045.The dynamic height is computed by dividing the NAVD 88
 BV1045.geopotential number by the normal gravity value computed on the
 BV1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1045.degrees latitude (g = 980.6199 gals.).
 BV1045
 BV1045.The modeled gravity was interpolated from observed gravity values.
 BV1045
 BV1045;                    North         East    Units  Estimated Accuracy
 BV1045;SPC MS E     -   200,530.      253,890.      MT  (+/- 180 meters Scaled)
 BV1045
 BV1045                          SUPERSEDED SURVEY CONTROL
 BV1045
 BV1045  NGVD 29 (??/??/92)   66.719  (m)          218.89   (f) ADJ UNCH    2 2
 BV1045
 BV1045.Superseded values are not recommended for survey control.
 BV1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1045.See file dsdata.txt to determine how the superseded data were derived.
 BV1045
 BV1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV794660(NAD 83)
 BV1045_MARKER: DD = SURVEY DISK
 BV1045_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BV1045_SP_SET: GUARDRAIL
 BV1045_STAMPING: BM 98V 139 1976
 BV1045_MARK LOGO: MSHD  
 BV1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1045
 BV1045  HISTORY     - Date     Condition        Report By
 BV1045  HISTORY     - 1976     MONUMENTED       MSHD
 BV1045
 BV1045                          STATION DESCRIPTION
 BV1045
 BV1045'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1045'LOCATED 2 MILES (3.2 KM) SOUTHWEST OF THE CENTER OF HATTIESBURG, 1.4
 BV1045'MILES (2.3 KM) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 98 LEADING
 BV1045'WEST AND US HIGHWAY 49 IN THE SOUTHEAST 1/4 OF SEC 17, T 4N, R 13W.
 BV1045'IT IS 17 FEET (5.2 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 BV1045'LANE OF HIGHWAY 49, 48 FEET (14.6 M) NORTHWEST OF THE CENTER OF THE
 BV1045'MEDIAN OF HIGHWAY 11, 4 FEET (1.2 M) SOUTHEAST OF THE NORTHWEST END
 BV1045'OF THE SOUTHWEST GUARD RAIL, 0.6 FEET (18.3 CM) SOUTHWEST OF A METAL
 BV1045'WITNESS POST SET IN A DRILL HOLE IN THE BASE OF THE CONCRETE GUARD
 BV1045'RAIL OF THE US HIGHWAY 49 BRIDGE OVER US HIGHWAY 11 AND IS 2 FEET
 BV1045'(0.6 M) ABOVE THE LEVEL OF HIGHWAY 49.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0903 ***********************************************************************
 BW0903  DESIGNATION -  98 V 14
 BW0903  PID         -  BW0903
 BW0903  STATE/COUNTY-  MS/ADAMS
 BW0903  USGS QUAD   -  CRANFIELD (1988)
 BW0903
 BW0903                         *CURRENT SURVEY CONTROL
 BW0903  ___________________________________________________________________
 BW0903* NAD 83(1986)-  31 33 23.     (N)    091 14 00.     (W)     SCALED    
 BW0903* NAVD 88     -       127.363  (meters)     417.86   (feet)  ADJUSTED  
 BW0903  ___________________________________________________________________
 BW0903  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0903  DYNAMIC HT  -         127.207 (meters)     417.35  (feet)  COMP
 BW0903  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 BW0903
 BW0903  VERT ORDER  -  SECOND    CLASS 0
 BW0903
 BW0903.The horizontal coordinates were scaled from a topographic map and have
 BW0903.an estimated accuracy of +/- 6 seconds.
 BW0903
 BW0903.The orthometric height was determined by differential leveling
 BW0903.and adjusted in February 1994.
 BW0903
 BW0903.The geoid height was determined by GEOID03.
 BW0903
 BW0903.The dynamic height is computed by dividing the NAVD 88
 BW0903.geopotential number by the normal gravity value computed on the
 BW0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0903.degrees latitude (g = 980.6199 gals.).
 BW0903
 BW0903.The modeled gravity was interpolated from observed gravity values.
 BW0903
 BW0903;                    North         East    Units  Estimated Accuracy
 BW0903;SPC MS W     -   228,310.      614,550.      MT  (+/- 180 meters Scaled)
 BW0903
 BW0903                          SUPERSEDED SURVEY CONTROL
 BW0903
 BW0903  NAVD 88 (06/15/91)  127.387  (m)          417.94   (f) UNKNOWN     2 0
 BW0903  NGVD 29 (??/??/??)  127.369  (m)          417.88   (f) ADJUSTED    2 0
 BW0903
 BW0903.Superseded values are not recommended for survey control.
 BW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0903.See file dsdata.txt to determine how the superseded data were derived.
 BW0903
 BW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ676926(NAD 83)
 BW0903_MARKER: DB = BENCH MARK DISK
 BW0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0903_STAMPING: BM 98V-14 1967
 BW0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0903+STABILITY: SURFACE MOTION
 BW0903
 BW0903  HISTORY     - Date     Condition        Report By
 BW0903  HISTORY     - 1967     MONUMENTED       MSHD
 BW0903  HISTORY     - 1968     GOOD             MSHD
 BW0903
 BW0903                          STATION DESCRIPTION
 BW0903
 BW0903'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0903'4.2 MI SE FROM WASHINGTON.
 BW0903'THE MARK IS LOCATED 4.2 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0903'WASHINGTON IN THE SOUTHEAST ANGLE OF A CROSSROADS AND ON THE SOUTH
 BW0903'SIDE OF THE MISSISSIPPI CENTRAL RAILROAD TRACK.  IT IS 201 FEET SOUTH
 BW0903'OF THE CENTER OF U.S. HIGHWAY 98 AND 84, 45 FEET SOUTH OF THE SOUTH
 BW0903'RAIL OF THE RAILROAD TRACK, 54 FEET SOUTHEAST OF THE CENTER OF THE
 BW0903'CROSSING OF THE MISSISSIPPI CENTRAL RAILROAD TRACK WITH A GRAVELED
 BW0903'ROAD, 23 FEET EAST OF THE CENTER OF A TRACK ROAD, 51 FEET EAST OF A
 BW0903'RAILROAD STOP SIGN, 14.5 FEET EAST-NORTHEAST OF A FENCE CORNER, 3 FEET
 BW0903'NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST SET IN THE TOP
 BW0903'OF A 12 INCH ROUND CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE
 BW0903'HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW0903'U.S. HIGHWAY 98, 84, AND 61 IN WASHINGTON GO SOUTHEAST ON U.S. HIGHWAY
 BW0903'98 AND 84 FOR 4.5 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS
 BW0903'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1046 ***********************************************************************
 BV1046  DESIGNATION -  98 V 140
 BV1046  PID         -  BV1046
 BV1046  STATE/COUNTY-  MS/FORREST
 BV1046  USGS QUAD   -  HATTIESBURG (1982)
 BV1046
 BV1046                         *CURRENT SURVEY CONTROL
 BV1046  ___________________________________________________________________
 BV1046* NAD 83(1986)-  31 17 49.     (N)    089 18 26.     (W)     SCALED    
 BV1046* NAVD 88     -        54.549  (meters)     178.97   (feet)  ADJUSTED  
 BV1046  ___________________________________________________________________
 BV1046  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BV1046  DYNAMIC HT  -          54.482 (meters)     178.75  (feet)  COMP
 BV1046  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 BV1046
 BV1046  VERT ORDER  -  SECOND    CLASS II
 BV1046
 BV1046.The horizontal coordinates were scaled from a topographic map and have
 BV1046.an estimated accuracy of +/- 6 seconds.
 BV1046
 BV1046.The orthometric height was determined by differential leveling
 BV1046.and adjusted in May 1996.
 BV1046
 BV1046.The geoid height was determined by GEOID03.
 BV1046
 BV1046.The dynamic height is computed by dividing the NAVD 88
 BV1046.geopotential number by the normal gravity value computed on the
 BV1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1046.degrees latitude (g = 980.6199 gals.).
 BV1046
 BV1046.The modeled gravity was interpolated from observed gravity values.
 BV1046
 BV1046;                    North         East    Units  Estimated Accuracy
 BV1046;SPC MS E     -   199,300.      254,880.      MT  (+/- 180 meters Scaled)
 BV1046
 BV1046                          SUPERSEDED SURVEY CONTROL
 BV1046
 BV1046  NGVD 29 (??/??/92)   54.566  (m)          179.02   (f) ADJ UNCH    2 2
 BV1046
 BV1046.Superseded values are not recommended for survey control.
 BV1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1046.See file dsdata.txt to determine how the superseded data were derived.
 BV1046
 BV1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV803648(NAD 83)
 BV1046_MARKER: DD = SURVEY DISK
 BV1046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1046_SP_SET: CULVERT HEADWALL
 BV1046_STAMPING: BM 98V 140 1976
 BV1046_MARK LOGO: MSHD  
 BV1046_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1046+STABILITY: SURFACE MOTION
 BV1046
 BV1046  HISTORY     - Date     Condition        Report By
 BV1046  HISTORY     - 1976     MONUMENTED       MSHD
 BV1046  HISTORY     - 20000315 MARK NOT FOUND   MSHD
 BV1046
 BV1046                          STATION DESCRIPTION
 BV1046
 BV1046'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1046'LOCATED 2.4 MILES (3.9 KM) SOUTH-SOUTHWEST OF THE CENTER OF
 BV1046'HATTIESBURG, 2.45 MILES (3.94 KM) SOUTHEAST OF THE JUNCTION OF US
 BV1046'HIGHWAY 98 LEADING WEST AND US HIGHWAY 49, 3.75 MILES (6.03 KM)
 BV1046'NORTHWEST OF THE JUNCTION OF US HIGHWAY 49, 3.75 MILES (6.03 KM)
 BV1046'NORTHWEST OF THE JUNCTION OF US HIGHWAY 98 LEADING EAST AND US HIGHWAY
 BV1046'49 NEAR THE CENTER OF SEC 21, T 4N, R 13W.  IT IS 23.5 FEET (7.2 M)
 BV1046'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 1 FOOT
 BV1046'(0.3 M) SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BV1046'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 20 X 6 FOOT (1.8 M)
 BV1046'CONCRETE BOX CULVERT AND IS 2 FEET (0.6 M) BELOW THE LEVEL OF THE
 BV1046'HIGHWAY.
 BV1046
 BV1046                          STATION RECOVERY (2000)
 BV1046
 BV1046'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1046'NOT RECOVERED.  LIKELY DESTROYED BY BRIDGE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1047 ***********************************************************************
 BV1047  DESIGNATION -  98 V 141
 BV1047  PID         -  BV1047
 BV1047  STATE/COUNTY-  MS/FORREST
 BV1047  USGS QUAD   -  HATTIESBURG (1982)
 BV1047
 BV1047                         *CURRENT SURVEY CONTROL
 BV1047  ___________________________________________________________________
 BV1047* NAD 83(1986)-  31 17 06.     (N)    089 17 50.     (W)     SCALED    
 BV1047* NAVD 88     -        58.598  (meters)     192.25   (feet)  ADJUSTED  
 BV1047  ___________________________________________________________________
 BV1047  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BV1047  DYNAMIC HT  -          58.526 (meters)     192.01  (feet)  COMP
 BV1047  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 BV1047
 BV1047  VERT ORDER  -  SECOND    CLASS II
 BV1047
 BV1047.The horizontal coordinates were scaled from a topographic map and have
 BV1047.an estimated accuracy of +/- 6 seconds.
 BV1047
 BV1047.The orthometric height was determined by differential leveling
 BV1047.and adjusted in May 1996.
 BV1047
 BV1047.The geoid height was determined by GEOID03.
 BV1047
 BV1047.The dynamic height is computed by dividing the NAVD 88
 BV1047.geopotential number by the normal gravity value computed on the
 BV1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1047.degrees latitude (g = 980.6199 gals.).
 BV1047
 BV1047.The modeled gravity was interpolated from observed gravity values.
 BV1047
 BV1047;                    North         East    Units  Estimated Accuracy
 BV1047;SPC MS E     -   197,970.      255,830.      MT  (+/- 180 meters Scaled)
 BV1047
 BV1047                          SUPERSEDED SURVEY CONTROL
 BV1047
 BV1047  NGVD 29 (??/??/92)   58.614  (m)          192.30   (f) ADJ UNCH    2 2
 BV1047
 BV1047.Superseded values are not recommended for survey control.
 BV1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1047.See file dsdata.txt to determine how the superseded data were derived.
 BV1047
 BV1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV813634(NAD 83)
 BV1047_MARKER: DD = SURVEY DISK
 BV1047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1047_SP_SET: CULVERT HEADWALL
 BV1047_STAMPING: BM 98V 141 1976
 BV1047_MARK LOGO: MSHD  
 BV1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1047+STABILITY: SURFACE MOTION
 BV1047
 BV1047  HISTORY     - Date     Condition        Report By
 BV1047  HISTORY     - 1976     MONUMENTED       MSHD
 BV1047  HISTORY     - 20000315 MARK NOT FOUND   MSHD
 BV1047
 BV1047                          STATION DESCRIPTION
 BV1047
 BV1047'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1047'LOCATED 3 MILES (4.8 KM) SOUTH OF THE CENTER OF HATTIESBURG, 3.45
 BV1047'MILES (5.55 KM) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 98 LEADING
 BV1047'WEST AND US HIGHWAY 49, 1.75 MILES (2.82 KM) NORTHWEST OF THE
 BV1047'JUNCTION OF US HIGHWAY 98 LEADING EAST AND US HIGHWAY 49 IN THE
 BV1047'NORTHEAST 1/4 OF SEC 28, T 4N, R 13W.  IT IS 25 FEET (7.6 M)
 BV1047'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 0.5
 BV1047'FEET (15.2 CM) NORTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE
 BV1047'IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 2 FOOT (0.6 M)
 BV1047'CONCRETE PIPE CULVERT AND IS 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BV1047
 BV1047                          STATION RECOVERY (2000)
 BV1047
 BV1047'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1047'NOT FOUND, LIKELY DESTROYED BY HIGHWAY RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1048 ***********************************************************************
 BV1048  DESIGNATION -  98 V 142
 BV1048  PID         -  BV1048
 BV1048  STATE/COUNTY-  MS/FORREST
 BV1048  USGS QUAD   -  HATTIESBURG (1982)
 BV1048
 BV1048                         *CURRENT SURVEY CONTROL
 BV1048  ___________________________________________________________________
 BV1048* NAD 83(1986)-  31 16 21.     (N)    089 17 12.     (W)     SCALED    
 BV1048* NAVD 88     -        55.552  (meters)     182.26   (feet)  ADJUSTED  
 BV1048  ___________________________________________________________________
 BV1048  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV1048  DYNAMIC HT  -          55.483 (meters)     182.03  (feet)  COMP
 BV1048  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 BV1048
 BV1048  VERT ORDER  -  SECOND    CLASS II
 BV1048
 BV1048.The horizontal coordinates were scaled from a topographic map and have
 BV1048.an estimated accuracy of +/- 6 seconds.
 BV1048
 BV1048.The orthometric height was determined by differential leveling
 BV1048.and adjusted in May 1996.
 BV1048
 BV1048.The geoid height was determined by GEOID03.
 BV1048
 BV1048.The dynamic height is computed by dividing the NAVD 88
 BV1048.geopotential number by the normal gravity value computed on the
 BV1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1048.degrees latitude (g = 980.6199 gals.).
 BV1048
 BV1048.The modeled gravity was interpolated from observed gravity values.
 BV1048
 BV1048;                    North         East    Units  Estimated Accuracy
 BV1048;SPC MS E     -   196,580.      256,830.      MT  (+/- 180 meters Scaled)
 BV1048
 BV1048                          SUPERSEDED SURVEY CONTROL
 BV1048
 BV1048  NGVD 29 (??/??/92)   55.568  (m)          182.31   (f) ADJ UNCH    2 2
 BV1048
 BV1048.Superseded values are not recommended for survey control.
 BV1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1048.See file dsdata.txt to determine how the superseded data were derived.
 BV1048
 BV1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV822620(NAD 83)
 BV1048_MARKER: DD = SURVEY DISK
 BV1048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1048_SP_SET: BRIDGE ABUTMENT
 BV1048_STAMPING: 98V 142 1976
 BV1048_MARK LOGO: MSHD  
 BV1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1048+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV1048
 BV1048  HISTORY     - Date     Condition        Report By
 BV1048  HISTORY     - UNK      MONUMENTED
 BV1048  HISTORY     - 19890412 GOOD             MSHD
 BV1048  HISTORY     - 19960117 GOOD             MSHD
 BV1048  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV1048
 BV1048                          STATION DESCRIPTION
 BV1048
 BV1048'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1048'MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH OF HATTIESBURG, IN A
 BV1048'CONCRETE BRIDGE FOR THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 4.5 MI
 BV1048'(7.2 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 49 AND U.S.
 BV1048'HIGHWAY 98 LEADING WEST(HARDY STREET), 0.55 MI (0.89 KM) SOUTH OF A
 BV1048'CROSSROAD AND IS IS IN SECTION 34,T 4N, R 13W.  TO REACH FROM THE
 BV1048'U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, LOCATED 5.7 MI (9.2
 BV1048'KM) SOUTH OF HATTIESBURG, GO NORTH ON U.S. HIGHWAY 49 FOR 1.85 MI
 BV1048'(2.98 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.  MARK IS A MSHD
 BV1048'DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH ABUMENT OF THE
 BV1048'BRIDGE, 16 FT (4.9 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE AND
 BV1048'IS ABOUT LEVEL WITH THE HIGHWAY.
 BV1048
 BV1048                          STATION RECOVERY (1996)
 BV1048
 BV1048'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1996 (RKB)
 BV1048'RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 BV1048'CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR 98 V 142
 BV1048'RESET 1996.
 BV1048
 BV1048                          STATION RECOVERY (2000)
 BV1048
 BV1048'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1048'LIKELY DESTROYED WHEN BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AB7978 ***********************************************************************
 AB7978  DESIGNATION -  98 V 142 RESET
 AB7978  PID         -  AB7978
 AB7978  STATE/COUNTY-  MS/FORREST
 AB7978  USGS QUAD   -  HATTIESBURG (1982)
 AB7978
 AB7978                         *CURRENT SURVEY CONTROL
 AB7978  ___________________________________________________________________
 AB7978* NAD 83(1986)-  31 16 21.     (N)    089 17 12.     (W)     SCALED    
 AB7978* NAVD 88     -        55.55   (meters)     182.3    (feet)  RESET     
 AB7978  ___________________________________________________________________
 AB7978  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AB7978  VERT ORDER  -  THIRD
 AB7978
 AB7978.The horizontal coordinates were scaled from a topographic map and have
 AB7978.an estimated accuracy of +/- 6 seconds.
 AB7978
 AB7978.The orthometric height was computed from unverified reset data.
 AB7978
 AB7978.The geoid height was determined by GEOID03.
 AB7978
 AB7978;                    North         East    Units  Estimated Accuracy
 AB7978;SPC MS E     -   196,580.      256,830.      MT  (+/- 180 meters Scaled)
 AB7978
 AB7978                          SUPERSEDED SURVEY CONTROL
 AB7978
 AB7978.No superseded survey control is available for this station.
 AB7978
 AB7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV822620(NAD 83)
 AB7978_MARKER: DV = VERTICAL CONTROL DISK
 AB7978_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7978_SP_SET: BRIDGE ABUTMENT
 AB7978_STAMPING: 98V 142 RESET 1996
 AB7978_MARK LOGO: NGS   
 AB7978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7978+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7978
 AB7978  HISTORY     - Date     Condition        Report By
 AB7978  HISTORY     - 1996     MONUMENTED       MSHD
 AB7978
 AB7978                          STATION DESCRIPTION
 AB7978
 AB7978'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1996 (RKB)
 AB7978'1.84 MI (2.96 KM) NORTH ALONG U.S HIGHWAY 49 FROM THE JUNCTION OF U.S.
 AB7978'HIGHWAY 98, ABOUT 6.0 MI (9.7 KM) SOUTH OF THE CENTER HATTIESBURG, TO
 AB7978'CONCRETE BRIDGE AND MARK IN THE SOUTHWEST ABUTMENT OF NORTH BOUND
 AB7978'BRIDGE, 19.5 FT.  (5.9 M) WEST OF THE CENTER OF THE NORTH BOUND LANE
 AB7978'OF HIGHWAY 49 AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1049 ***********************************************************************
 BV1049  DESIGNATION -  98 V 143
 BV1049  PID         -  BV1049
 BV1049  STATE/COUNTY-  MS/FORREST
 BV1049  USGS QUAD   -  HATTIESBURG (1982)
 BV1049
 BV1049                         *CURRENT SURVEY CONTROL
 BV1049  ___________________________________________________________________
 BV1049* NAD 83(1986)-  31 15 35.     (N)    089 16 54.     (W)     SCALED    
 BV1049* NAVD 88     -        63.120  (meters)     207.09   (feet)  ADJUSTED  
 BV1049  ___________________________________________________________________
 BV1049  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV1049  DYNAMIC HT  -          63.042 (meters)     206.83  (feet)  COMP
 BV1049  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 BV1049
 BV1049  VERT ORDER  -  SECOND    CLASS II
 BV1049
 BV1049.The horizontal coordinates were scaled from a topographic map and have
 BV1049.an estimated accuracy of +/- 6 seconds.
 BV1049
 BV1049.The orthometric height was determined by differential leveling
 BV1049.and adjusted in May 1996.
 BV1049
 BV1049.The geoid height was determined by GEOID03.
 BV1049
 BV1049.The dynamic height is computed by dividing the NAVD 88
 BV1049.geopotential number by the normal gravity value computed on the
 BV1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1049.degrees latitude (g = 980.6199 gals.).
 BV1049
 BV1049.The modeled gravity was interpolated from observed gravity values.
 BV1049
 BV1049;                    North         East    Units  Estimated Accuracy
 BV1049;SPC MS E     -   195,160.      257,300.      MT  (+/- 180 meters Scaled)
 BV1049
 BV1049                          SUPERSEDED SURVEY CONTROL
 BV1049
 BV1049  NGVD 29 (??/??/92)   63.136  (m)          207.14   (f) ADJ UNCH    2 2
 BV1049
 BV1049.Superseded values are not recommended for survey control.
 BV1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1049.See file dsdata.txt to determine how the superseded data were derived.
 BV1049
 BV1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV827606(NAD 83)
 BV1049_MARKER: DD = SURVEY DISK
 BV1049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1049_SP_SET: PIPE CULVERT
 BV1049_STAMPING: BM 98 V 143 1976
 BV1049_MARK LOGO: MSHD  
 BV1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1049+STABILITY: SURFACE MOTION
 BV1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1049+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 BV1049
 BV1049  HISTORY     - Date     Condition        Report By
 BV1049  HISTORY     - UNK      MONUMENTED
 BV1049  HISTORY     - 19890412 GOOD             MSHD
 BV1049  HISTORY     - 20000315 MARK NOT FOUND   MSHD
 BV1049
 BV1049                          STATION DESCRIPTION
 BV1049
 BV1049'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1049'MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF HATTIESBURG, IN A
 BV1049'CULVERT UNDER THE NORTH BOUND LANE OF HIGHWAY 49, 5.3 MI (8.5 KM)
 BV1049'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 98
 BV1049'LEADING WEST (HARDY STREET) AND IS IN THE NORTHEAST CORNER OF SECTION
 BV1049'3, T 4N R 14W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S.
 BV1049'HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO NORTH ON
 BV1049'U.S. HIGHWAY 49 FOR 1.05 MI (1.69 KM) TO THE MARK ON THE LEFT.  MARK
 BV1049'IS A MSHD DISK SET IN A DRILL HOLE IN THE NORTH END OF THE WEST
 BV1049'HEADWALL OF A 24 NICH ROUND CONCRETE PIPE CULVERT, 47 FT (14.3 M)
 BV1049'SOUTH OF THE CENTER OF A CROSSOVER, 27.5 FT (8.4 M) WEST OF THE
 BV1049'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 0.5 FT (0.2 M) SOUTH OF
 BV1049'A METAL WITNESS POST AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE
 BV1049'HIGHWAY.
 BV1049
 BV1049                          STATION RECOVERY (2000)
 BV1049
 BV1049'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1049'PROBABLY DESTROYED BY HIGHWAY RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1051 ***********************************************************************
 BV1051  DESIGNATION -  98 V 144
 BV1051  PID         -  BV1051
 BV1051  STATE/COUNTY-  MS/FORREST
 BV1051  USGS QUAD   -  DIXIE (1982)
 BV1051
 BV1051                         *CURRENT SURVEY CONTROL
 BV1051  ___________________________________________________________________
 BV1051* NAD 83(1986)-  31 14 49.     (N)    089 15 40.     (W)     SCALED    
 BV1051* NAVD 88     -        75.132  (meters)     246.50   (feet)  ADJUSTED  
 BV1051  ___________________________________________________________________
 BV1051  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV1051  DYNAMIC HT  -          75.039 (meters)     246.19  (feet)  COMP
 BV1051  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BV1051
 BV1051  VERT ORDER  -  SECOND    CLASS II
 BV1051
 BV1051.The horizontal coordinates were scaled from a topographic map and have
 BV1051.an estimated accuracy of +/- 6 seconds.
 BV1051
 BV1051.The orthometric height was determined by differential leveling
 BV1051.and adjusted in May 1996.
 BV1051
 BV1051.The geoid height was determined by GEOID03.
 BV1051
 BV1051.The dynamic height is computed by dividing the NAVD 88
 BV1051.geopotential number by the normal gravity value computed on the
 BV1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1051.degrees latitude (g = 980.6199 gals.).
 BV1051
 BV1051.The modeled gravity was interpolated from observed gravity values.
 BV1051
 BV1051;                    North         East    Units  Estimated Accuracy
 BV1051;SPC MS E     -   193,730.      259,250.      MT  (+/- 180 meters Scaled)
 BV1051
 BV1051                          SUPERSEDED SURVEY CONTROL
 BV1051
 BV1051  NGVD 29 (??/??/92)   75.143  (m)          246.53   (f) ADJ UNCH    2 2
 BV1051
 BV1051.Superseded values are not recommended for survey control.
 BV1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1051.See file dsdata.txt to determine how the superseded data were derived.
 BV1051
 BV1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV846591(NAD 83)
 BV1051_MARKER: DD = SURVEY DISK
 BV1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1051_SP_SET: CONCRETE POST
 BV1051_STAMPING: BM 98 V 144 1976
 BV1051_MARK LOGO: MSHD  
 BV1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1051+STABILITY: SURFACE MOTION
 BV1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1051+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 BV1051
 BV1051  HISTORY     - Date     Condition        Report By
 BV1051  HISTORY     - UNK      MONUMENTED
 BV1051  HISTORY     - 19890413 GOOD             MSHD
 BV1051  HISTORY     - 20000315 MARK NOT FOUND   MSHD
 BV1051
 BV1051                          STATION DESCRIPTION
 BV1051
 BV1051'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1051'MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH SOUTHEAST OF HATTIESBURG,
 BV1051'ON THE NORTH SIDE OF A FRONTAGE ROAD, 1 MI (1.6 KM) EAST OF THE U.S.
 BV1051'HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, 0.65 MI (1.05 KM) WEST OF
 BV1051'THE U.S. HIGHWAY 98 BRIDGE OVER THE I.C.G. RAILROAD TRACK AND IS IN
 BV1051'SECTION 1, T 3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE
 BV1051'OVER U.S. HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG,
 BV1051'GO NORTH ON U.S. HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO A FRONTAGE ROAD
 BV1051'ON THE RIGHT, TURN RIGHT AND GO EAST ON A FRONTAGE ROAD FOR 1.05 MI
 BV1051'(1.69 KM) TO THE MARK ON THE LEFT.  MARK IS A MSHD DISK SET IN THE
 BV1051'TOP OF A ROUND CONCRETE POST, ABOUT 3 FT (0.9 M) ABOVE THE LEVEL OF
 BV1051'THE FRONTAGE ROAD, PROJECTING 3 INCHES, 103 FT (31.4 M) WEST OF THE
 BV1051'CENTER OF A GRAVEL ROAD, 61 FT (18.6 M) NORTH OF THE CENTER OF A
 BV1051'FRONTAGE ROAD AND 1 FT (0.3 M) WEST OF A METAL WITNESS POST.
 BV1051
 BV1051                          STATION RECOVERY (2000)
 BV1051
 BV1051'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1051'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1052 ***********************************************************************
 BV1052  DESIGNATION -  98 V 145
 BV1052  PID         -  BV1052
 BV1052  STATE/COUNTY-  MS/FORREST
 BV1052  USGS QUAD   -  MC LAURIN (1983)
 BV1052
 BV1052                         *CURRENT SURVEY CONTROL
 BV1052  ___________________________________________________________________
 BV1052* NAD 83(1986)-  31 14 37.     (N)    089 14 50.     (W)     SCALED    
 BV1052* NAVD 88     -        61.161  (meters)     200.66   (feet)  ADJUSTED  
 BV1052  ___________________________________________________________________
 BV1052  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV1052  DYNAMIC HT  -          61.086 (meters)     200.41  (feet)  COMP
 BV1052  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 BV1052
 BV1052  VERT ORDER  -  SECOND    CLASS II
 BV1052
 BV1052.The horizontal coordinates were scaled from a topographic map and have
 BV1052.an estimated accuracy of +/- 6 seconds.
 BV1052
 BV1052.The orthometric height was determined by differential leveling
 BV1052.and adjusted in May 1996.
 BV1052
 BV1052.The geoid height was determined by GEOID03.
 BV1052
 BV1052.The dynamic height is computed by dividing the NAVD 88
 BV1052.geopotential number by the normal gravity value computed on the
 BV1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1052.degrees latitude (g = 980.6199 gals.).
 BV1052
 BV1052.The modeled gravity was interpolated from observed gravity values.
 BV1052
 BV1052;                    North         East    Units  Estimated Accuracy
 BV1052;SPC MS E     -   193,360.      260,580.      MT  (+/- 180 meters Scaled)
 BV1052
 BV1052                          SUPERSEDED SURVEY CONTROL
 BV1052
 BV1052  NGVD 29 (??/??/92)   61.174  (m)          200.70   (f) ADJ UNCH    2 2
 BV1052
 BV1052.Superseded values are not recommended for survey control.
 BV1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1052.See file dsdata.txt to determine how the superseded data were derived.
 BV1052
 BV1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV859587(NAD 83)
 BV1052_MARKER: DD = SURVEY DISK
 BV1052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BV1052_SP_SET: GUARD RAIL
 BV1052_STAMPING: BM 98V 145 1976
 BV1052_MARK LOGO: MSHD  
 BV1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1052
 BV1052  HISTORY     - Date     Condition        Report By
 BV1052  HISTORY     - 1976     MONUMENTED       MSHD
 BV1052  HISTORY     - 20000315 MARK NOT FOUND   MSHD
 BV1052
 BV1052                          STATION DESCRIPTION
 BV1052
 BV1052'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1052'LOCATED 6 MILES (9.7 KM) SOUTH-SOUTHEAST OF THE CENTER OF HATTIESBURG,
 BV1052'6.6 MILES (10.6 KM) WEST OF THE PERRY-FORREST COUNTY LINE IN THE
 BV1052'SOUTHEAST 1/4 OF SEC 1, T 3N, R 13W.  IT IS 15 FEET (4.6 M) SOUTH OF
 BV1052'THE CENTER OF HIGHWAY 98, 1.4 FEET (0.4 M) WEST-NORTHWEST OF A METAL
 BV1052'WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE CURVED
 BV1052'PORTION OF THE SOUTH CONCRETE GUARD RAIL OF A BRIDGE OVER THE ICRR
 BV1052'TRACK AND IS ABOUT 0.7 FEET (21.3 CM) ABOVE THE LEVEL OF THE HIGHWAY.
 BV1052'TO REACH FROM THE JUNCTION OF US HIGHWAY 98 AND US HIGHWAY 49, 6
 BV1052'MILES (9.7 KM) SOUTH OF HATTIESBURG GO EAST ON US HIGHWAY 98 FOR 1.65
 BV1052'MILES (2.66 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
 BV1052
 BV1052                          STATION RECOVERY (2000)
 BV1052
 BV1052'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1052'LIKELY DESTROYED WHEN BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1053 ***********************************************************************
 BV1053  DESIGNATION -  98 V 146
 BV1053  PID         -  BV1053
 BV1053  STATE/COUNTY-  MS/FORREST
 BV1053  USGS QUAD   -  MC LAURIN (1983)
 BV1053
 BV1053                         *CURRENT SURVEY CONTROL
 BV1053  ___________________________________________________________________
 BV1053* NAD 83(1986)-  31 14 43.     (N)    089 14 00.     (W)     SCALED    
 BV1053* NAVD 88     -        45.022  (meters)     147.71   (feet)  ADJUSTED  
 BV1053  ___________________________________________________________________
 BV1053  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV1053  DYNAMIC HT  -          44.967 (meters)     147.53  (feet)  COMP
 BV1053  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 BV1053
 BV1053  VERT ORDER  -  SECOND    CLASS II
 BV1053
 BV1053.The horizontal coordinates were scaled from a topographic map and have
 BV1053.an estimated accuracy of +/- 6 seconds.
 BV1053
 BV1053.The orthometric height was determined by differential leveling
 BV1053.and adjusted in May 1996.
 BV1053
 BV1053.The geoid height was determined by GEOID03.
 BV1053
 BV1053.The dynamic height is computed by dividing the NAVD 88
 BV1053.geopotential number by the normal gravity value computed on the
 BV1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1053.degrees latitude (g = 980.6199 gals.).
 BV1053
 BV1053.The modeled gravity was interpolated from observed gravity values.
 BV1053
 BV1053;                    North         East    Units  Estimated Accuracy
 BV1053;SPC MS E     -   193,540.      261,900.      MT  (+/- 180 meters Scaled)
 BV1053
 BV1053                          SUPERSEDED SURVEY CONTROL
 BV1053
 BV1053  NGVD 29 (??/??/92)   45.035  (m)          147.75   (f) ADJ UNCH    2 2
 BV1053
 BV1053.Superseded values are not recommended for survey control.
 BV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1053.See file dsdata.txt to determine how the superseded data were derived.
 BV1053
 BV1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV873589(NAD 83)
 BV1053_MARKER: DD = SURVEY DISK
 BV1053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1053_SP_SET: CULVERT
 BV1053_STAMPING: BM 98V 146 1976
 BV1053_MARK LOGO: MSHD  
 BV1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1053+STABILITY: SURFACE MOTION
 BV1053
 BV1053  HISTORY     - Date     Condition        Report By
 BV1053  HISTORY     - 1976     MONUMENTED       MSHD
 BV1053
 BV1053                          STATION DESCRIPTION
 BV1053
 BV1053'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1053'LOCATED 6.3 MILES (10.1 KM) SOUTHEAST OF THE CENTER OF HATTIESBURG,
 BV1053'12.2 MILES (19.6 KM) WEST OF NEW AUGUSTA, 5.7 MILES (9.2 KM) WEST OF
 BV1053'THE PERRY-FORREST COUNTY LINE IN THE SOUTHEAST 1/4 OF SEC 6, T 3N, R
 BV1053'12W.  IT IS 20 FEET (6.1 M) NORTH OF THE CENTER OF HIGHWAY 98, 1 FOOT
 BV1053'(0.3 M) WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST
 BV1053'END OF A 7 X 2 FOOT (0.6 M) CONCRETE BOX CULVERT AND IS ABOUT 2 FEET
 BV1053'(0.6 M) BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION
 BV1053'OF US HIGHWAY 98 AND US HIGHWAY 49, 6 MILES (9.7 KM) SOUTH OF
 BV1053'HATTIESBURG GO EAST ON US HIGHWAY 98 FOR 2.55 MILES (4.10 KM) TO THE
 BV1053'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1054 ***********************************************************************
 BV1054  DESIGNATION -  98 V 147
 BV1054  PID         -  BV1054
 BV1054  STATE/COUNTY-  MS/FORREST
 BV1054  USGS QUAD   -  MC LAURIN (1983)
 BV1054
 BV1054                         *CURRENT SURVEY CONTROL
 BV1054  ___________________________________________________________________
 BV1054* NAD 83(1986)-  31 14 29.     (N)    089 13 06.     (W)     SCALED    
 BV1054* NAVD 88     -        43.831  (meters)     143.80   (feet)  ADJUSTED  
 BV1054  ___________________________________________________________________
 BV1054  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BV1054  DYNAMIC HT  -          43.777 (meters)     143.62  (feet)  COMP
 BV1054  MODELED GRAV-     979,414.6   (mgal)                       NAVD 88
 BV1054
 BV1054  VERT ORDER  -  SECOND    CLASS II
 BV1054
 BV1054.The horizontal coordinates were scaled from a topographic map and have
 BV1054.an estimated accuracy of +/- 6 seconds.
 BV1054
 BV1054.The orthometric height was determined by differential leveling
 BV1054.and adjusted in May 1996.
 BV1054
 BV1054.The geoid height was determined by GEOID03.
 BV1054
 BV1054.The dynamic height is computed by dividing the NAVD 88
 BV1054.geopotential number by the normal gravity value computed on the
 BV1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1054.degrees latitude (g = 980.6199 gals.).
 BV1054
 BV1054.The modeled gravity was interpolated from observed gravity values.
 BV1054
 BV1054;                    North         East    Units  Estimated Accuracy
 BV1054;SPC MS E     -   193,100.      263,330.      MT  (+/- 180 meters Scaled)
 BV1054
 BV1054                          SUPERSEDED SURVEY CONTROL
 BV1054
 BV1054  NGVD 29 (??/??/92)   43.844  (m)          143.84   (f) ADJ UNCH    2 2
 BV1054
 BV1054.Superseded values are not recommended for survey control.
 BV1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1054.See file dsdata.txt to determine how the superseded data were derived.
 BV1054
 BV1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV887584(NAD 83)
 BV1054_MARKER: DD = SURVEY DISK
 BV1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1054_STAMPING: BM 98V 147 1976
 BV1054_MARK LOGO: MSHD  
 BV1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1054+STABILITY: SURFACE MOTION
 BV1054
 BV1054  HISTORY     - Date     Condition        Report By
 BV1054  HISTORY     - 1976     MONUMENTED       MSHD
 BV1054
 BV1054                          STATION DESCRIPTION
 BV1054
 BV1054'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1054'LOCATED 7.3 MILES (11.7 KM) SOUTHEAST OF THE CENTER OF HATTIESBURG,
 BV1054'11.3 MILES (18.2 KM) WEST OF NEW AUGUSTA, 4.8 MILES (7.7 KM) WEST OF
 BV1054'THE PERRY-FORREST COUNTY LINE IN THE NORTHEAST 1/4 OF SEC 8, T 13N, R
 BV1054'12W.  IT IS 97 FEET (29.6 M) NORTHEAST OF THE CENTER OF HIGHWAY 98,
 BV1054'44 FEET (13.4 M) NORTH OF AN 18 INCH GUM, 60 FEET (18.3 M) EAST OF A
 BV1054'24 INCH OAK, 8 FEET (2.4 M) SOUTH OF A 12 INCH PINE, 1 FOOT (0.3 M)
 BV1054'NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1054'POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO
 BV1054'REACH FROM THE JUNCTION OF US HIGHWAY 98 AND US HIGHWAY 49, 6 MILES
 BV1054'(9.7 KM) SOUTH OF HATTIESBURG GO EAST ON US HIGHWAY 98 FOR 3.45 MILES
 BV1054'(5.55 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1055 ***********************************************************************
 BV1055  DESIGNATION -  98 V 148
 BV1055  PID         -  BV1055
 BV1055  STATE/COUNTY-  MS/FORREST
 BV1055  USGS QUAD   -  MC LAURIN (1983)
 BV1055
 BV1055                         *CURRENT SURVEY CONTROL
 BV1055  ___________________________________________________________________
 BV1055* NAD 83(1986)-  31 13 31.     (N)    089 10 57.     (W)     SCALED    
 BV1055* NAVD 88     -        45.313  (meters)     148.66   (feet)  ADJUSTED  
 BV1055  ___________________________________________________________________
 BV1055  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BV1055  DYNAMIC HT  -          45.257 (meters)     148.48  (feet)  COMP
 BV1055  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BV1055
 BV1055  VERT ORDER  -  SECOND    CLASS II
 BV1055
 BV1055.The horizontal coordinates were scaled from a topographic map and have
 BV1055.an estimated accuracy of +/- 6 seconds.
 BV1055
 BV1055.The orthometric height was determined by differential leveling
 BV1055.and adjusted in May 1996.
 BV1055
 BV1055.The geoid height was determined by GEOID03.
 BV1055
 BV1055.The dynamic height is computed by dividing the NAVD 88
 BV1055.geopotential number by the normal gravity value computed on the
 BV1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1055.degrees latitude (g = 980.6199 gals.).
 BV1055
 BV1055.The modeled gravity was interpolated from observed gravity values.
 BV1055
 BV1055;                    North         East    Units  Estimated Accuracy
 BV1055;SPC MS E     -   191,310.      266,730.      MT  (+/- 180 meters Scaled)
 BV1055
 BV1055                          SUPERSEDED SURVEY CONTROL
 BV1055
 BV1055  NGVD 29 (??/??/92)   45.341  (m)          148.76   (f) ADJ UNCH    2 2
 BV1055
 BV1055.Superseded values are not recommended for survey control.
 BV1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1055.See file dsdata.txt to determine how the superseded data were derived.
 BV1055
 BV1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV921566(NAD 83)
 BV1055_MARKER: DD = SURVEY DISK
 BV1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1055_STAMPING: BM 98V 148 1976
 BV1055_MARK LOGO: MSHD  
 BV1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1055+STABILITY: SURFACE MOTION
 BV1055
 BV1055  HISTORY     - Date     Condition        Report By
 BV1055  HISTORY     - 1976     MONUMENTED       MSHD
 BV1055  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1055
 BV1055                          STATION DESCRIPTION
 BV1055
 BV1055'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1055'LOCATED 9.05 MILES (14.56 KM) WEST OF NEW AUGUSTA, 9.4 MILES
 BV1055'(15.1 KM) SOUTHEAST OF THE CENTER OF HATTIESBURG, 5.7 MILES (9.2 KM)
 BV1055'EAST OF THE JUNCTION OF US HIGHWAY 98 AND US HIGHWAY 49, 2.55 MILES
 BV1055'(4.10 KM) WEST OF THE PERRY-FORREST COUNTY LINE, IN THE NORTHEAST 1/4
 BV1055'OF SEC 15, T 3N, R 12W.  IT IS 69 FEET (21.0 M) NORTH-NORTHEAST OF
 BV1055'THE CENTER OF HIGHWAY 98, 29 FEET (8.8 M) EAST-SOUTHEAST OF A 10 INCH
 BV1055'OAK, 24 FEET (7.3 M) WEST OF A 8 INCH GUM, 1 FOOT (0.3 M) NORTH OF A
 BV1055'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2
 BV1055'FEET (0.6 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.  TO
 BV1055'REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON STATE HIGHWAY 29
 BV1055'FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION OF US HIGHWAY 98, TURN
 BV1055'RIGHT AND GO WEST ON US HIGHWAY 98 FOR 4.6 MILES (7.4 KM) TO AN
 BV1055'ANGLING SIDE ROAD LEADING TO CAMP SHELBY ON THE LEFT, CONTINUE WEST
 BV1055'ON US HIGHWAY 98 FOR 4.45 MILES (7.16 KM) TO THE MARK ON THE RIGHT.
 BV1055
 BV1055                          STATION RECOVERY (2008)
 BV1055
 BV1055'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1056 ***********************************************************************
 BV1056  DESIGNATION -  98 V 148 A
 BV1056  PID         -  BV1056
 BV1056  STATE/COUNTY-  MS/FORREST
 BV1056  USGS QUAD   -  MC LAURIN (1983)
 BV1056
 BV1056                         *CURRENT SURVEY CONTROL
 BV1056  ___________________________________________________________________
 BV1056* NAD 83(1986)-  31 13 06.     (N)    089 10 18.     (W)     SCALED    
 BV1056* NAVD 88     -        43.213  (meters)     141.77   (feet)  ADJUSTED  
 BV1056  ___________________________________________________________________
 BV1056  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BV1056  DYNAMIC HT  -          43.159 (meters)     141.60  (feet)  COMP
 BV1056  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 BV1056
 BV1056  VERT ORDER  -  SECOND    CLASS II
 BV1056
 BV1056.The horizontal coordinates were scaled from a topographic map and have
 BV1056.an estimated accuracy of +/- 6 seconds.
 BV1056
 BV1056.The orthometric height was determined by differential leveling
 BV1056.and adjusted in May 1996.
 BV1056
 BV1056.The geoid height was determined by GEOID03.
 BV1056
 BV1056.The dynamic height is computed by dividing the NAVD 88
 BV1056.geopotential number by the normal gravity value computed on the
 BV1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1056.degrees latitude (g = 980.6199 gals.).
 BV1056
 BV1056.The modeled gravity was interpolated from observed gravity values.
 BV1056
 BV1056;                    North         East    Units  Estimated Accuracy
 BV1056;SPC MS E     -   190,530.      267,760.      MT  (+/- 180 meters Scaled)
 BV1056
 BV1056                          SUPERSEDED SURVEY CONTROL
 BV1056
 BV1056  NGVD 29 (??/??/92)   43.240  (m)          141.86   (f) ADJ UNCH    2 2
 BV1056
 BV1056.Superseded values are not recommended for survey control.
 BV1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1056.See file dsdata.txt to determine how the superseded data were derived.
 BV1056
 BV1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV931558(NAD 83)
 BV1056_MARKER: DR = REFERENCE MARK DISK
 BV1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1056_STAMPING: BM 98V 148A 1976
 BV1056_MARK LOGO: MSHD  
 BV1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1056+STABILITY: SURFACE MOTION
 BV1056
 BV1056  HISTORY     - Date     Condition        Report By
 BV1056  HISTORY     - 1976     MONUMENTED       MSHD
 BV1056
 BV1056                          STATION DESCRIPTION
 BV1056
 BV1056'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1056'LOCATED 8.3 MILES (13.4 KM) WEST OF NEW AUGUSTA, 6.45 MILES
 BV1056'(10.38 KM) EAST OF THE JUNCTION OF US HIGHWAY 98 AND US HIGHWAY 49,
 BV1056'1.8 MILES (2.9 KM) WEST OF THE FORREST-PERRY COUNTY LINE IN THE
 BV1056'SOUTHWEST 1/4 OF SEC 14, T 13N, R 12W.  IT IS 50 FEET (15.2 M)
 BV1056'NORTHEAST OF THE CENTER OF HIGHWAY 98, 27 FEET (8.2 M) EAST-SOUTHEAST
 BV1056'OF THE CENTER OF A PRIVATE ROAD, 44 FEET (13.4 M) SOUTH OF A 24 INCH
 BV1056'LIVE OAK, 1.5 FEET (0.5 M) SOUTHWEST OF A METAL WITNESS POST SET IN
 BV1056'THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BV1056'PROJECTS 4 INCHES.  TO REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO
 BV1056'SOUTH ON STATE HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION
 BV1056'OF US HIGHWAY 98, TURN RIGHT AND GO WEST ON US HIGHWAY 98 FOR 4.6
 BV1056'MILES (7.4 KM) TO AN ANGLING SIDE ROAD LEADING TO CAMP SHELBY ON THE
 BV1056'LEFT, CONTINUE WEST ON US HIGHWAY 98 FOR 3.7 MILES (6.0 KM) TO THE
 BV1056'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1057 ***********************************************************************
 BV1057  DESIGNATION -  98 V 149
 BV1057  PID         -  BV1057
 BV1057  STATE/COUNTY-  MS/FORREST
 BV1057  USGS QUAD   -  MC LAURIN (1983)
 BV1057
 BV1057                         *CURRENT SURVEY CONTROL
 BV1057  ___________________________________________________________________
 BV1057* NAD 83(1986)-  31 12 43.     (N)    089 09 14.     (W)     SCALED    
 BV1057* NAVD 88     -        61.557  (meters)     201.96   (feet)  ADJUSTED  
 BV1057  ___________________________________________________________________
 BV1057  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV1057  DYNAMIC HT  -          61.481 (meters)     201.71  (feet)  COMP
 BV1057  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BV1057
 BV1057  VERT ORDER  -  SECOND    CLASS II
 BV1057
 BV1057.The horizontal coordinates were scaled from a topographic map and have
 BV1057.an estimated accuracy of +/- 6 seconds.
 BV1057
 BV1057.The orthometric height was determined by differential leveling
 BV1057.and adjusted in May 1996.
 BV1057
 BV1057.The geoid height was determined by GEOID03.
 BV1057
 BV1057.The dynamic height is computed by dividing the NAVD 88
 BV1057.geopotential number by the normal gravity value computed on the
 BV1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1057.degrees latitude (g = 980.6199 gals.).
 BV1057
 BV1057.The modeled gravity was interpolated from observed gravity values.
 BV1057
 BV1057;                    North         East    Units  Estimated Accuracy
 BV1057;SPC MS E     -   189,820.      269,460.      MT  (+/- 180 meters Scaled)
 BV1057
 BV1057                          SUPERSEDED SURVEY CONTROL
 BV1057
 BV1057  NGVD 29 (??/??/92)   61.584  (m)          202.05   (f) ADJ UNCH    2 2
 BV1057
 BV1057.Superseded values are not recommended for survey control.
 BV1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1057.See file dsdata.txt to determine how the superseded data were derived.
 BV1057
 BV1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV948550(NAD 83)
 BV1057_MARKER: DD = SURVEY DISK
 BV1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1057_STAMPING: BM 98V 149 1976
 BV1057_MARK LOGO: MSHD  
 BV1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1057+STABILITY: SURFACE MOTION
 BV1057
 BV1057  HISTORY     - Date     Condition        Report By
 BV1057  HISTORY     - 1976     MONUMENTED       MSHD
 BV1057
 BV1057                          STATION DESCRIPTION
 BV1057
 BV1057'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1057'LOCATED 7.25 MILES (11.67 KM) WEST OF NEW AUGUSTA, 7.5 MILES
 BV1057'(12.1 KM) EAST OF THE JUNCTION OF US HIGHWAY 98 AND US HIGHWAY 49,
 BV1057'0.75 MILE (1.21 KM) WEST OF THE FORREST-PERRY COUNTY LINE IN THE
 BV1057'NORTHWEST 1/4 OF SEC 24, T 3N, R 12W.  IT IS 62 FEET (18.9 M) NORTH
 BV1057'OF THE CENTER OF HIGHWAY 98, 30 FEET (9.1 M) EAST-NORTHEAST OF A 30
 BV1057'INCH LIVE OAK, 23 FEET (7.0 M) SOUTHWEST OF A 20 INCH WHITE OAK, 30
 BV1057'FEET (9.1 M) SOUTH OF A 12 INCH HICKORY, 2 FEET (0.6 M) SOUTH OF A
 BV1057'BLACK POST, 1 FOOT (0.3 M) NORTHWEST OF A METAL WITNESS POST IN AN
 BV1057'OLD ROAD BED SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 BV1057'THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE COURTHOUSE IN
 BV1057'NEW AUGUSTA GO SOUTH ON STATE HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO
 BV1057'THE INTERSECTION OF US HIGHWAY 98, TURN RIGHT AND GO WEST ON US
 BV1057'HIGHWAY 98 FOR 4.6 MILES (7.4 KM) TO AN ANGLING SIDE ROAD LEFT
 BV1057'LEADING TO CAMP SHELBY, CONTINUE WEST ON US HIGHWAY 98 FOR 2.65 MILES
 BV1057'(4.26 KM) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0904 ***********************************************************************
 BW0904  DESIGNATION -  98 V 15
 BW0904  PID         -  BW0904
 BW0904  STATE/COUNTY-  MS/ADAMS
 BW0904  USGS QUAD   -  CRANFIELD (1988)
 BW0904
 BW0904                         *CURRENT SURVEY CONTROL
 BW0904  ___________________________________________________________________
 BW0904* NAD 83(1986)-  31 33 04.     (N)    091 13 06.     (W)     SCALED    
 BW0904* NAVD 88     -       125.649  (meters)     412.23   (feet)  ADJUSTED  
 BW0904  ___________________________________________________________________
 BW0904  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0904  DYNAMIC HT  -         125.496 (meters)     411.73  (feet)  COMP
 BW0904  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 BW0904
 BW0904  VERT ORDER  -  SECOND    CLASS 0
 BW0904
 BW0904.The horizontal coordinates were scaled from a topographic map and have
 BW0904.an estimated accuracy of +/- 6 seconds.
 BW0904
 BW0904.The orthometric height was determined by differential leveling
 BW0904.and adjusted in February 1994.
 BW0904
 BW0904.The geoid height was determined by GEOID03.
 BW0904
 BW0904.The dynamic height is computed by dividing the NAVD 88
 BW0904.geopotential number by the normal gravity value computed on the
 BW0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0904.degrees latitude (g = 980.6199 gals.).
 BW0904
 BW0904.The modeled gravity was interpolated from observed gravity values.
 BW0904
 BW0904;                    North         East    Units  Estimated Accuracy
 BW0904;SPC MS W     -   227,720.      615,970.      MT  (+/- 180 meters Scaled)
 BW0904
 BW0904                          SUPERSEDED SURVEY CONTROL
 BW0904
 BW0904  NAVD 88 (06/15/91)  125.674  (m)          412.32   (f) UNKNOWN     2 0
 BW0904  NGVD 29 (??/??/??)  125.654  (m)          412.25   (f) ADJUSTED    2 0
 BW0904
 BW0904.Superseded values are not recommended for survey control.
 BW0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0904.See file dsdata.txt to determine how the superseded data were derived.
 BW0904
 BW0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ691920(NAD 83)
 BW0904_MARKER: DB = BENCH MARK DISK
 BW0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0904_STAMPING: BM 98V-15 1967
 BW0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0904+STABILITY: SURFACE MOTION
 BW0904
 BW0904  HISTORY     - Date     Condition        Report By
 BW0904  HISTORY     - 1967     MONUMENTED       MSHD
 BW0904  HISTORY     - 1968     GOOD             MSHD
 BW0904
 BW0904                          STATION DESCRIPTION
 BW0904
 BW0904'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0904'5.0 MI SE FROM WASHINGTON.
 BW0904'THE MARK IS LOCATED 5.0 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0904'WASHINGTON IN THE SOUTHWEST ANGLE OF A CROSSROADS ON THE SOUTH
 BW0904'RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84.  IT IS 50 FEET SOUTHWEST OF
 BW0904'THE CENTER OF U.S. HIGHWAY 98 AND 84, 70 FEET NORTHWEST OF THE CENTER
 BW0904'OF A GRAVELED ROAD, 20 FEET NORTHEAST OF A TELEPHONE LINE POLE, 41.5
 BW0904'FEET EAST OF A POWER LINE POLE, 2.5 FEET SOUTHEAST OF A FENCE CORNER,
 BW0904'2 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BW0904'CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW0904'2 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98, 84,
 BW0904'AND 61 IN WASHINGTON GO SOUTHEAST ON U.S. HIGHWAY 98 AND 84 FOR 5.5
 BW0904'MILES TO AN ANGLING CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1058 ***********************************************************************
 BV1058  DESIGNATION -  98 V 150
 BV1058  PID         -  BV1058
 BV1058  STATE/COUNTY-  MS/PERRY
 BV1058  USGS QUAD   -  MC LAURIN (1983)
 BV1058
 BV1058                         *CURRENT SURVEY CONTROL
 BV1058  ___________________________________________________________________
 BV1058* NAD 83(1986)-  31 12 39.     (N)    089 08 17.     (W)     SCALED    
 BV1058* NAVD 88     -        44.613  (meters)     146.37   (feet)  ADJUSTED  
 BV1058  ___________________________________________________________________
 BV1058  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BV1058  DYNAMIC HT  -          44.558 (meters)     146.19  (feet)  COMP
 BV1058  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 BV1058
 BV1058  VERT ORDER  -  SECOND    CLASS II
 BV1058
 BV1058.The horizontal coordinates were scaled from a topographic map and have
 BV1058.an estimated accuracy of +/- 6 seconds.
 BV1058
 BV1058.The orthometric height was determined by differential leveling
 BV1058.and adjusted in May 1996.
 BV1058
 BV1058.The geoid height was determined by GEOID03.
 BV1058
 BV1058.The dynamic height is computed by dividing the NAVD 88
 BV1058.geopotential number by the normal gravity value computed on the
 BV1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1058.degrees latitude (g = 980.6199 gals.).
 BV1058
 BV1058.The modeled gravity was interpolated from observed gravity values.
 BV1058
 BV1058;                    North         East    Units  Estimated Accuracy
 BV1058;SPC MS E     -   189,690.      270,960.      MT  (+/- 180 meters Scaled)
 BV1058
 BV1058                          SUPERSEDED SURVEY CONTROL
 BV1058
 BV1058  NGVD 29 (??/??/92)   44.639  (m)          146.45   (f) ADJ UNCH    2 2
 BV1058
 BV1058.Superseded values are not recommended for survey control.
 BV1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1058.See file dsdata.txt to determine how the superseded data were derived.
 BV1058
 BV1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV963549(NAD 83)
 BV1058_MARKER: DD = SURVEY DISK
 BV1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1058_STAMPING: BM 98V 150 1976
 BV1058_MARK LOGO: MSHD  
 BV1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1058+STABILITY: SURFACE MOTION
 BV1058
 BV1058  HISTORY     - Date     Condition        Report By
 BV1058  HISTORY     - 1976     MONUMENTED       MSHD
 BV1058  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1058
 BV1058                          STATION DESCRIPTION
 BV1058
 BV1058'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1058'LOCATED 62 MILES (99.8 KM) WEST OF NEW AUGUSTA, 0.3 MILES (0.5 KM)
 BV1058'EAST OF THE FORREST-PERRY COUNTY LINE IN THE NORTHWEST 1/4 OF SEC 18,
 BV1058'T 3N, R 11W.  IT IS 71 FEET (21.6 M) NORTH OF THE CENTER OF HIGHWAY
 BV1058'98, 28 FEET (8.5 M) NORTH OF A 24 INCH PINE, 21 FEET (6.4 M)
 BV1058'NORTHWEST OF A 10 INCH LIVE OAK, 8 FEET (2.4 M) WEST OF A 6 INCH WHITE
 BV1058'OAK, 3 FEET (0.9 M) SOUTHEAST OF A TREATED POST, 1 FOOT (0.3 M)
 BV1058'NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1058'POST ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BV1058'2 INCHES.  TO REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON
 BV1058'STATE HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION OF US
 BV1058'HIGHWAY 98, TURN RIGHT AND GO WEST ON US HIGHWAY 98 FOR 4.6 MILES
 BV1058'(7.4 KM) TO AN ANGLING SIDE ROAD LEADING TO CAMP SHELBY ON THE LEFT,
 BV1058'CONTINUE WEST ON US HIGHWAY 98 FOR 1.6 MILES (2.6 KM) TO THE MARK ON
 BV1058'THE RIGHT.
 BV1058
 BV1058                          STATION RECOVERY (2008)
 BV1058
 BV1058'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1059 ***********************************************************************
 BV1059  DESIGNATION -  98 V 151
 BV1059  PID         -  BV1059
 BV1059  STATE/COUNTY-  MS/PERRY
 BV1059  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1059
 BV1059                         *CURRENT SURVEY CONTROL
 BV1059  ___________________________________________________________________
 BV1059* NAD 83(1986)-  31 12 38.     (N)    089 06 33.     (W)     SCALED    
 BV1059* NAVD 88     -        35.613  (meters)     116.84   (feet)  ADJUSTED  
 BV1059  ___________________________________________________________________
 BV1059  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BV1059  DYNAMIC HT  -          35.569 (meters)     116.70  (feet)  COMP
 BV1059  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 BV1059
 BV1059  VERT ORDER  -  SECOND    CLASS II
 BV1059
 BV1059.The horizontal coordinates were scaled from a topographic map and have
 BV1059.an estimated accuracy of +/- 6 seconds.
 BV1059
 BV1059.The orthometric height was determined by differential leveling
 BV1059.and adjusted in May 1996.
 BV1059
 BV1059.The geoid height was determined by GEOID03.
 BV1059
 BV1059.The dynamic height is computed by dividing the NAVD 88
 BV1059.geopotential number by the normal gravity value computed on the
 BV1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1059.degrees latitude (g = 980.6199 gals.).
 BV1059
 BV1059.The modeled gravity was interpolated from observed gravity values.
 BV1059
 BV1059;                    North         East    Units  Estimated Accuracy
 BV1059;SPC MS E     -   189,650.      273,720.      MT  (+/- 180 meters Scaled)
 BV1059
 BV1059                          SUPERSEDED SURVEY CONTROL
 BV1059
 BV1059  NGVD 29 (??/??/92)   35.635  (m)          116.91   (f) ADJ UNCH    2 2
 BV1059
 BV1059.Superseded values are not recommended for survey control.
 BV1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1059.See file dsdata.txt to determine how the superseded data were derived.
 BV1059
 BV1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV990548(NAD 83)
 BV1059_MARKER: DD = SURVEY DISK
 BV1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1059_STAMPING: BM 98V 151 1976
 BV1059_MARK LOGO: MSHD  
 BV1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1059+STABILITY: SURFACE MOTION
 BV1059
 BV1059  HISTORY     - Date     Condition        Report By
 BV1059  HISTORY     - 1976     MONUMENTED       MSHD
 BV1059  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1059
 BV1059                          STATION DESCRIPTION
 BV1059
 BV1059'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1059'LOCATED 4.5 MILES (7.2 KM) WEST OF NEW AUGUSTA, 1.95 MILES (3.14 KM)
 BV1059'EAST OF THE FORREST-PERRY COUNTY LINE IN THE NORTHEAST 1/4 OF SEC 20,
 BV1059'T 3N, R 11W.  IT IS 48.5 FEET (14.8 M) NORTH OF THE CENTER OF HIGHWAY
 BV1059'98, 36 FEET (11.0 M) NORTHEAST OF THE NORTH POST OF CAMP SHELBY EAST
 BV1059'GATE SIGN, 73.5 FEET (22.4 M) WEST-NORTHWEST OF A POWER POLE, 1 FOOT
 BV1059'(0.3 M) NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1059'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO
 BV1059'REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON STATE HIGHWAY 29
 BV1059'FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION OF US HIGHWAY 98, TURN
 BV1059'RIGHT AND GO WEST ON US HIGHWAY 98 FOR 4 MILES (6.4 KM) TO A SIDE
 BV1059'ROAD RIGHT, CONTINUE WEST ON US HIGHWAY 98 OR 0.5 MILE (0.8 KM) TO
 BV1059'THE MARK ON THE RIGHT.
 BV1059
 BV1059                          STATION RECOVERY (2008)
 BV1059
 BV1059'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1060 ***********************************************************************
 BV1060  DESIGNATION -  98 V 152
 BV1060  PID         -  BV1060
 BV1060  STATE/COUNTY-  MS/PERRY
 BV1060  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1060
 BV1060                         *CURRENT SURVEY CONTROL
 BV1060  ___________________________________________________________________
 BV1060* NAD 83(1986)-  31 12 34.     (N)    089 05 46.     (W)     SCALED    
 BV1060* NAVD 88     -        34.466  (meters)     113.08   (feet)  ADJUSTED  
 BV1060  ___________________________________________________________________
 BV1060  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BV1060  DYNAMIC HT  -          34.423 (meters)     112.94  (feet)  COMP
 BV1060  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BV1060
 BV1060  VERT ORDER  -  SECOND    CLASS II
 BV1060
 BV1060.The horizontal coordinates were scaled from a topographic map and have
 BV1060.an estimated accuracy of +/- 6 seconds.
 BV1060
 BV1060.The orthometric height was determined by differential leveling
 BV1060.and adjusted in May 1996.
 BV1060
 BV1060.The geoid height was determined by GEOID03.
 BV1060
 BV1060.The dynamic height is computed by dividing the NAVD 88
 BV1060.geopotential number by the normal gravity value computed on the
 BV1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1060.degrees latitude (g = 980.6199 gals.).
 BV1060
 BV1060.The modeled gravity was interpolated from observed gravity values.
 BV1060
 BV1060;                    North         East    Units  Estimated Accuracy
 BV1060;SPC MS E     -   189,530.      274,960.      MT  (+/- 180 meters Scaled)
 BV1060
 BV1060                          SUPERSEDED SURVEY CONTROL
 BV1060
 BV1060  NGVD 29 (??/??/92)   34.485  (m)          113.14   (f) ADJ UNCH    2 2
 BV1060
 BV1060.Superseded values are not recommended for survey control.
 BV1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1060.See file dsdata.txt to determine how the superseded data were derived.
 BV1060
 BV1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV003547(NAD 83)
 BV1060_MARKER: DD = SURVEY DISK
 BV1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1060_STAMPING: BM 98V 152 1976
 BV1060_MARK LOGO: MSHD  
 BV1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1060+STABILITY: SURFACE MOTION
 BV1060
 BV1060  HISTORY     - Date     Condition        Report By
 BV1060  HISTORY     - 1976     MONUMENTED       MSHD
 BV1060  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1060
 BV1060                          STATION DESCRIPTION
 BV1060
 BV1060'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1060'LOCATED 3.85 MILES (6.20 KM) WEST OF NEW AUGUSTA NEAR THE NORTH RIGHT
 BV1060'OF WAY OF US HIGHWAY 98 OPPOSITE A ROADSIDE PARK, 2.65 MILES
 BV1060'(4.26 KM) EAST OF THE FORREST-PERRY COUNTY LINE IN THE NORTHEAST 1/4
 BV1060'OF SEC 21 T 3N, R 11W.  IT IS 54 FEET (16.5 M) NORTH OF THE CENTER OF
 BV1060'HIGHWAY 98, 95 FEET (29.0 M) EAST-NORTHEAST OF A POWER POLE, 26 FEET
 BV1060'(7.9 M) WEST OF THE CENTER OF THE ENTRANCE TO THE PARK, 10.5 FEET
 BV1060'(3.2 M) SOUTH OF A TRIPPLE OAK, 1 FOOT (0.3 M) NORTHWEST OF A METAL
 BV1060'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 BV1060'(0.3 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO
 BV1060'REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON STATE HIGHWAY 98
 BV1060'FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION OF US HIGHWAY 98, TURN
 BV1060'RIGHT AND GO WEST ON US HIGHWAY 98 FOR 3.85 MILES (6.20 KM) TO THE
 BV1060'MARK ON THE RIGHT.
 BV1060
 BV1060                          STATION RECOVERY (2008)
 BV1060
 BV1060'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1061 ***********************************************************************
 BV1061  DESIGNATION -  98 V 153
 BV1061  PID         -  BV1061
 BV1061  STATE/COUNTY-  MS/PERRY
 BV1061  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1061
 BV1061                         *CURRENT SURVEY CONTROL
 BV1061  ___________________________________________________________________
 BV1061* NAD 83(1986)-  31 12 23.     (N)    089 03 57.     (W)     SCALED    
 BV1061* NAVD 88     -        33.539  (meters)     110.04   (feet)  ADJUSTED  
 BV1061  ___________________________________________________________________
 BV1061  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BV1061  DYNAMIC HT  -          33.497 (meters)     109.90  (feet)  COMP
 BV1061  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BV1061
 BV1061  VERT ORDER  -  SECOND    CLASS II
 BV1061
 BV1061.The horizontal coordinates were scaled from a topographic map and have
 BV1061.an estimated accuracy of +/- 6 seconds.
 BV1061
 BV1061.The orthometric height was determined by differential leveling
 BV1061.and adjusted in May 1996.
 BV1061
 BV1061.The geoid height was determined by GEOID03.
 BV1061
 BV1061.The dynamic height is computed by dividing the NAVD 88
 BV1061.geopotential number by the normal gravity value computed on the
 BV1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1061.degrees latitude (g = 980.6199 gals.).
 BV1061
 BV1061.The modeled gravity was interpolated from observed gravity values.
 BV1061
 BV1061;                    North         East    Units  Estimated Accuracy
 BV1061;SPC MS E     -   189,180.      277,840.      MT  (+/- 180 meters Scaled)
 BV1061
 BV1061                          SUPERSEDED SURVEY CONTROL
 BV1061
 BV1061  NGVD 29 (??/??/92)   33.555  (m)          110.09   (f) ADJ UNCH    2 2
 BV1061
 BV1061.Superseded values are not recommended for survey control.
 BV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1061.See file dsdata.txt to determine how the superseded data were derived.
 BV1061
 BV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV031543(NAD 83)
 BV1061_MARKER: DD = SURVEY DISK
 BV1061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1061_SP_SET: CULVERT HEADWALL
 BV1061_STAMPING: BM 98V 153 1976
 BV1061_MARK LOGO: MSHD  
 BV1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1061+STABILITY: SURFACE MOTION
 BV1061
 BV1061  HISTORY     - Date     Condition        Report By
 BV1061  HISTORY     - 1976     MONUMENTED       MSHD
 BV1061
 BV1061                          STATION DESCRIPTION
 BV1061
 BV1061'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1061'LOCATED 2.1 MILES (3.4 KM) WEST OF NEW AUGUSTA, 0.8 MILE (1.3 KM) EAST
 BV1061'OF A CROSSROAD NEAR THE CENTER OF SEC 23, T 3N, R 11W.  IT IS 23.5
 BV1061'FEET (7.2 M) NORTH OF THE CENTER OF US HIGHWAY 98, 1 FOOT (0.3 M)
 BV1061'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF
 BV1061'THE NORTH HEADWALL OF A 4 X 4 FOOT (1.2 M) CONCRETE BOX CULVERT AND
 BV1061'IS ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF THE HIGHWAY.  TO REACH
 BV1061'FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON STATE HIGHWAY 29 FOR
 BV1061'0.25 MILE (0.40 KM) TO THE INTERSECTION OF US HIGHWAY 98, TURN RIGHT
 BV1061'AND GO WEST ON US HIGHWAY 98 FOR 2.1 MILES (3.4 KM) TO THE MARK ON
 BV1061'THE RIGHT (0.7 MILE BEYOND A CONCRETE BRIDGE) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1062 ***********************************************************************
 BV1062  DESIGNATION -  98 V 154
 BV1062  PID         -  BV1062
 BV1062  STATE/COUNTY-  MS/PERRY
 BV1062  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1062
 BV1062                         *CURRENT SURVEY CONTROL
 BV1062  ___________________________________________________________________
 BV1062* NAD 83(1986)-  31 12 17.     (N)    089 03 27.     (W)     SCALED    
 BV1062* NAVD 88     -        34.023  (meters)     111.62   (feet)  ADJUSTED  
 BV1062  ___________________________________________________________________
 BV1062  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BV1062  DYNAMIC HT  -          33.981 (meters)     111.49  (feet)  COMP
 BV1062  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 BV1062
 BV1062  VERT ORDER  -  SECOND    CLASS II
 BV1062
 BV1062.The horizontal coordinates were scaled from a topographic map and have
 BV1062.an estimated accuracy of +/- 6 seconds.
 BV1062
 BV1062.The orthometric height was determined by differential leveling
 BV1062.and adjusted in May 1996.
 BV1062
 BV1062.The geoid height was determined by GEOID03.
 BV1062
 BV1062.The dynamic height is computed by dividing the NAVD 88
 BV1062.geopotential number by the normal gravity value computed on the
 BV1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1062.degrees latitude (g = 980.6199 gals.).
 BV1062
 BV1062.The modeled gravity was interpolated from observed gravity values.
 BV1062
 BV1062;                    North         East    Units  Estimated Accuracy
 BV1062;SPC MS E     -   189,000.      278,640.      MT  (+/- 180 meters Scaled)
 BV1062
 BV1062                          SUPERSEDED SURVEY CONTROL
 BV1062
 BV1062  NGVD 29 (??/??/92)   34.042  (m)          111.69   (f) ADJ UNCH    2 2
 BV1062
 BV1062.Superseded values are not recommended for survey control.
 BV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1062.See file dsdata.txt to determine how the superseded data were derived.
 BV1062
 BV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV039541(NAD 83)
 BV1062_MARKER: DD = SURVEY DISK
 BV1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1062_STAMPING: BM 98V 154 1976
 BV1062_MARK LOGO: MSHD  
 BV1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1062+STABILITY: SURFACE MOTION
 BV1062
 BV1062  HISTORY     - Date     Condition        Report By
 BV1062  HISTORY     - 1976     MONUMENTED       MSHD
 BV1062
 BV1062                          STATION DESCRIPTION
 BV1062
 BV1062'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1062'LOCATED 1.3 MILES (2.1 KM) WEST OF NEW AUGUSTA IN THE NORTHEAST ANGLE
 BV1062'OF THE JUNCTION OF A ROAD LEADING TO THE CONWAY POLE AND PILING
 BV1062'COMPANY IN THE SOUTHWEST 1/4 OF SEC 24, T 3N, R 11W.  IT IS 130 FEET
 BV1062'(39.6 M) NORTH OF THE CENTER OF HIGHWAY 98, 27 FEET (8.2 M) SOUTHEAST
 BV1062'OF THE CENTER OF A RAILROAD CROSSING, 13 FEET (4.0 M) SOUTH OF THE
 BV1062'SOUTH RAIL OF THE MAIN TRACK, 4.5 FEET (1.4 M) NORTH OF A RAILROAD
 BV1062'CROSSING SIGN, 1 FOOT (0.3 M) WEST OF A METAL WITNESS POST SET IN THE
 BV1062'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF
 BV1062'THE TRACK AND PROJECTS 3 INCHES.  TO REACH FROM THE COURTHOUSE IN NEW
 BV1062'AUGUSTA GO SOUTH ON STATE HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO THE
 BV1062'INTERSECTION OF US HIGHWAY 98, TURN RIGHT AND GO WEST ON US HIGHWAY
 BV1062'98 FOR 1.3 MILES (2.1 KM) TO A SIDE ROAD AND THE MARK ON THE RIGHT
 BV1062'(0.1 MILE BEFORE REACHING A CONCRETE BRIDGE) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1063 ***********************************************************************
 BV1063  DESIGNATION -  98 V 155
 BV1063  PID         -  BV1063
 BV1063  STATE/COUNTY-  MS/PERRY
 BV1063  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1063
 BV1063                         *CURRENT SURVEY CONTROL
 BV1063  ___________________________________________________________________
 BV1063* NAD 83(1986)-  31 12 02.     (N)    089 02 40.     (W)     SCALED    
 BV1063* NAVD 88     -        31.993  (meters)     104.96   (feet)  ADJUSTED  
 BV1063  ___________________________________________________________________
 BV1063  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV1063  DYNAMIC HT  -          31.953 (meters)     104.83  (feet)  COMP
 BV1063  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 BV1063
 BV1063  VERT ORDER  -  SECOND    CLASS II
 BV1063
 BV1063.The horizontal coordinates were scaled from a topographic map and have
 BV1063.an estimated accuracy of +/- 6 seconds.
 BV1063
 BV1063.The orthometric height was determined by differential leveling
 BV1063.and adjusted in May 1996.
 BV1063
 BV1063.The geoid height was determined by GEOID03.
 BV1063
 BV1063.The dynamic height is computed by dividing the NAVD 88
 BV1063.geopotential number by the normal gravity value computed on the
 BV1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1063.degrees latitude (g = 980.6199 gals.).
 BV1063
 BV1063.The modeled gravity was interpolated from observed gravity values.
 BV1063
 BV1063;                    North         East    Units  Estimated Accuracy
 BV1063;SPC MS E     -   188,530.      279,880.      MT  (+/- 180 meters Scaled)
 BV1063
 BV1063                          SUPERSEDED SURVEY CONTROL
 BV1063
 BV1063  NGVD 29 (??/??/92)   32.012  (m)          105.03   (f) ADJ UNCH    2 2
 BV1063
 BV1063.Superseded values are not recommended for survey control.
 BV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1063.See file dsdata.txt to determine how the superseded data were derived.
 BV1063
 BV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV052536(NAD 83)
 BV1063_MARKER: DD = SURVEY DISK
 BV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1063_STAMPING: BM 98V T55 1976
 BV1063_MARK LOGO: MSHD  
 BV1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1063+STABILITY: SURFACE MOTION
 BV1063
 BV1063  HISTORY     - Date     Condition        Report By
 BV1063  HISTORY     - 1976     MONUMENTED       MSHD
 BV1063
 BV1063                          STATION DESCRIPTION
 BV1063
 BV1063'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1063'LOCATED 0.6 MILE (1.0 KM) WEST OF NEW AUGUSTA AT THE JUNCTION OF THE
 BV1063'OLD HIGHWAY IN THE SOUTHEAST CORNER OF SEC 24, T 13N, R 11W.  IT IS
 BV1063'99.5 FEET (30.3 M) NORTH OF THE CENTER OF US HIGHWAY 98, 50.5 FEET
 BV1063'(15.4 M) NORTH-NORTHEAST OF A 24 INCH FORKED OAK, 23 FEET (7.0 M)
 BV1063'WEST-NORTHWEST OF THE CENTER OF A WOODS ROAD, 1 FOOT (0.3 M) NORTHWEST
 BV1063'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1063'2 FEET (0.6 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 BV1063'TO REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON STATE
 BV1063'HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION OF US HIGHWAY
 BV1063'98, TURN RIGHT AND GO WEST ON US HIGHWAY 98 FOR 0.6 MILE (1.0 KM) TO
 BV1063'THE JUNCTION OF THE OLD HIGHWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1064 ***********************************************************************
 BV1064  DESIGNATION -  98 V 156
 BV1064  PID         -  BV1064
 BV1064  STATE/COUNTY-  MS/PERRY
 BV1064  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1064
 BV1064                         *CURRENT SURVEY CONTROL
 BV1064  ___________________________________________________________________
 BV1064* NAD 83(1986)-  31 12 07.     (N)    089 01 31.     (W)     SCALED    
 BV1064* NAVD 88     -        44.744  (meters)     146.80   (feet)  ADJUSTED  
 BV1064  ___________________________________________________________________
 BV1064  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV1064  DYNAMIC HT  -          44.688 (meters)     146.61  (feet)  COMP
 BV1064  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BV1064
 BV1064  VERT ORDER  -  SECOND    CLASS II
 BV1064
 BV1064.The horizontal coordinates were scaled from a topographic map and have
 BV1064.an estimated accuracy of +/- 6 seconds.
 BV1064
 BV1064.The orthometric height was determined by differential leveling
 BV1064.and adjusted in May 1996.
 BV1064
 BV1064.The geoid height was determined by GEOID03.
 BV1064
 BV1064.The dynamic height is computed by dividing the NAVD 88
 BV1064.geopotential number by the normal gravity value computed on the
 BV1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1064.degrees latitude (g = 980.6199 gals.).
 BV1064
 BV1064.The modeled gravity was interpolated from observed gravity values.
 BV1064
 BV1064;                    North         East    Units  Estimated Accuracy
 BV1064;SPC MS E     -   188,680.      281,710.      MT  (+/- 180 meters Scaled)
 BV1064
 BV1064                          SUPERSEDED SURVEY CONTROL
 BV1064
 BV1064  NGVD 29 (??/??/92)   44.768  (m)          146.88   (f) ADJ UNCH    2 2
 BV1064
 BV1064.Superseded values are not recommended for survey control.
 BV1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1064.See file dsdata.txt to determine how the superseded data were derived.
 BV1064
 BV1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV070537(NAD 83)
 BV1064_MARKER: DD = SURVEY DISK
 BV1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1064_STAMPING: BM 98V 156 1976
 BV1064_MARK LOGO: MSHD  
 BV1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1064+STABILITY: SURFACE MOTION
 BV1064
 BV1064  HISTORY     - Date     Condition        Report By
 BV1064  HISTORY     - 1976     MONUMENTED       MSHD
 BV1064
 BV1064                          STATION DESCRIPTION
 BV1064
 BV1064'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1064'LOCATED 0.6 MILE (1.0 KM) EAST OF NEW AUGUSTA ON THE NORTH RIGHT OF
 BV1064'WAY OF US HIGHWAY 98 IN THE SOUTHWEST 1/4 OF SEC 20, T 3N, R 10W.  IT
 BV1064'IS 38 FEET (11.6 M) NORTH OF THE CENTER OF HIGHWAY 98, 7 FEET
 BV1064'(2.1 M) NORTH OF THE CENTER OF A TRACK ROAD PARALLELING THE HIGHWAY,
 BV1064'7 FEET (2.1 M) SOUTHEAST OF A 24 INCH OAK, 1 FOOT (0.3 M) WEST OF A
 BV1064'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1064'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE
 BV1064'COURTHOUSE IN NEW AUGUSTA GO SOUTH ON STATE HIGHWAY 29 FOR 0.25 MILE
 BV1064'(0.40 KM) TO THE INTERSECTION OF US HIGHWAY 98, TURN LEFT AND GO EAST
 BV1064'ON US HIGHWAY 98 FOR 0.6 MILE (1.0 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1065 ***********************************************************************
 BV1065  DESIGNATION -  98 V 157
 BV1065  PID         -  BV1065
 BV1065  STATE/COUNTY-  MS/PERRY
 BV1065  USGS QUAD   -  NEW AUGUSTA (1983)
 BV1065
 BV1065                         *CURRENT SURVEY CONTROL
 BV1065  ___________________________________________________________________
 BV1065* NAD 83(1986)-  31 12 07.     (N)    089 01 00.     (W)     SCALED    
 BV1065* NAVD 88     -        33.482  (meters)     109.85   (feet)  ADJUSTED  
 BV1065  ___________________________________________________________________
 BV1065  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BV1065  DYNAMIC HT  -          33.441 (meters)     109.71  (feet)  COMP
 BV1065  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BV1065
 BV1065  VERT ORDER  -  SECOND    CLASS II
 BV1065
 BV1065.The horizontal coordinates were scaled from a topographic map and have
 BV1065.an estimated accuracy of +/- 6 seconds.
 BV1065
 BV1065.The orthometric height was determined by differential leveling
 BV1065.and adjusted in May 1996.
 BV1065
 BV1065.Photographs are available for this station.
 BV1065
 BV1065.The geoid height was determined by GEOID03.
 BV1065
 BV1065.The dynamic height is computed by dividing the NAVD 88
 BV1065.geopotential number by the normal gravity value computed on the
 BV1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1065.degrees latitude (g = 980.6199 gals.).
 BV1065
 BV1065.The modeled gravity was interpolated from observed gravity values.
 BV1065
 BV1065;                    North         East    Units  Estimated Accuracy
 BV1065;SPC MS E     -   188,680.      282,530.      MT  (+/- 180 meters Scaled)
 BV1065
 BV1065                          SUPERSEDED SURVEY CONTROL
 BV1065
 BV1065  NGVD 29 (??/??/92)   33.509  (m)          109.94   (f) ADJ UNCH    2 2
 BV1065
 BV1065.Superseded values are not recommended for survey control.
 BV1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1065.See file dsdata.txt to determine how the superseded data were derived.
 BV1065
 BV1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV078537(NAD 83)
 BV1065_MARKER: DD = SURVEY DISK
 BV1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1065_STAMPING: BM 98V 157
 BV1065_MARK LOGO: MSHD  
 BV1065_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1065+STABILITY: SURFACE MOTION
 BV1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1065+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 BV1065
 BV1065  HISTORY     - Date     Condition        Report By
 BV1065  HISTORY     - 1976     MONUMENTED       MSHD
 BV1065  HISTORY     - 20070618 GOOD             JCLS
 BV1065
 BV1065                          STATION DESCRIPTION
 BV1065
 BV1065'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1065'LOCATED 1.1 MILES (1.8 KM) EAST OF NEW AUGUSTA ON THE NORTH RIGHT OF
 BV1065'WAY OF US HIGHWAY 98 JUST EAST OF THE ENTRANCE TO THE THIRD SWEET
 BV1065'PILGRIM ASSOCIATION CHURCH, 1.7 MILES (2.7 KM) WEST OF A ROADSIDE
 BV1065'PARK IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SEC 20, T 13N, R
 BV1065'10W.  IT IS 133.5 FEET (40.7 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 BV1065'CHURCH, 49.5 FEET (15.1 M) NORTH OF THE CENTER OF HIGHWAY 98, 43 FEET
 BV1065'(13.1 M) SOUTHEAST OF A 24 INCH OAK, 2 FEET (0.6 M) SOUTHEAST OF A
 BV1065'FENCE, 1 FOOT (0.3 M) WEST OF A METAL WITNESS POST SET IN THE TOP OF
 BV1065'A ROUND CONCRETE POST ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE
 BV1065'HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE COURTHOUSE IN NEW
 BV1065'AUGUSTA GO SOUTH ON STATE HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO THE
 BV1065'INTERSECTION OF US HIGHWAY 98, TURN LEFT AND GO EAST ON US HIGHWAY 98
 BV1065'FOR 1.1 MILES (1.8 KM) TO THE CHURCH AND THE MARK ON THE LEFT.
 BV1065
 BV1065                          STATION RECOVERY (2007)
 BV1065
 BV1065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 BV1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1066 ***********************************************************************
 BV1066  DESIGNATION -  98 V 158
 BV1066  PID         -  BV1066
 BV1066  STATE/COUNTY-  MS/PERRY
 BV1066  USGS QUAD   -  BEAUMONT (1982)
 BV1066
 BV1066                         *CURRENT SURVEY CONTROL
 BV1066  ___________________________________________________________________
 BV1066* NAD 83(1986)-  31 12 01.     (N)    088 59 18.     (W)     SCALED    
 BV1066* NAVD 88     -        36.799  (meters)     120.73   (feet)  ADJUSTED  
 BV1066  ___________________________________________________________________
 BV1066  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BV1066  DYNAMIC HT  -          36.754 (meters)     120.58  (feet)  COMP
 BV1066  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 BV1066
 BV1066  VERT ORDER  -  SECOND    CLASS II
 BV1066
 BV1066.The horizontal coordinates were scaled from a topographic map and have
 BV1066.an estimated accuracy of +/- 6 seconds.
 BV1066
 BV1066.The orthometric height was determined by differential leveling
 BV1066.and adjusted in May 1996.
 BV1066
 BV1066.The geoid height was determined by GEOID03.
 BV1066
 BV1066.The dynamic height is computed by dividing the NAVD 88
 BV1066.geopotential number by the normal gravity value computed on the
 BV1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1066.degrees latitude (g = 980.6199 gals.).
 BV1066
 BV1066.The modeled gravity was interpolated from observed gravity values.
 BV1066
 BV1066;                    North         East    Units  Estimated Accuracy
 BV1066;SPC MS E     -   188,490.      285,230.      MT  (+/- 180 meters Scaled)
 BV1066
 BV1066                          SUPERSEDED SURVEY CONTROL
 BV1066
 BV1066  NGVD 29 (??/??/92)   36.828  (m)          120.83   (f) ADJ UNCH    2 2
 BV1066
 BV1066.Superseded values are not recommended for survey control.
 BV1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1066.See file dsdata.txt to determine how the superseded data were derived.
 BV1066
 BV1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV105535(NAD 83)
 BV1066_MARKER: DD = SURVEY DISK
 BV1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1066_STAMPING: BM 98V 158 1976
 BV1066_MARK LOGO: MSHD  
 BV1066_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1066+STABILITY: SURFACE MOTION
 BV1066
 BV1066  HISTORY     - Date     Condition        Report By
 BV1066  HISTORY     - 1976     MONUMENTED       MSHD
 BV1066
 BV1066                          STATION DESCRIPTION
 BV1066
 BV1066'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1066'LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF NEW AUGUSTA NEAR THE WEST
 BV1066'ENTRANCE TO A ROADSIDE PARK, 4.55 MILES (7.32 KM) NORTHWEST OF
 BV1066'BEAUMONT IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SEC 27, T 13N,
 BV1066'R 10W.  IT IS 54 FEET (16.5 M) NORTH OF THE CENTER OF HIGHWAY 98, 5
 BV1066'FEET (1.5 M) NORTH OF A POWER SERVICE POLE FOR THE ROADSIDE PARK, 2.5
 BV1066'FEET (0.8 M) SOUTHWEST OF A POWER POLE WITH A METER, 1 FOOT (0.3 M)
 BV1066'WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 BV1066'ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE TRACK AND PROJECTS 4
 BV1066'INCHES.  TO REACH FROM THE COURTHOUSE IN NEW AUGUSTA GO SOUTH ON
 BV1066'STATE HIGHWAY 29 FOR 0.25 MILE (0.40 KM) TO THE INTERSECTION OF US
 BV1066'HIGHWAY 98.  TURN LEFT AND GO EAST ON US HIGHWAY 98 FOR 2.8 MILES
 BV1066'(4.5 KM) TO THE PARK AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1067 ***********************************************************************
 BV1067  DESIGNATION -  98 V 159
 BV1067  PID         -  BV1067
 BV1067  STATE/COUNTY-  MS/PERRY
 BV1067  USGS QUAD   -  BEAUMONT (1982)
 BV1067
 BV1067                         *CURRENT SURVEY CONTROL
 BV1067  ___________________________________________________________________
 BV1067* NAD 83(1986)-  31 11 19.     (N)    088 57 50.     (W)     SCALED    
 BV1067* NAVD 88     -        29.629  (meters)      97.21   (feet)  ADJUSTED  
 BV1067  ___________________________________________________________________
 BV1067  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BV1067  DYNAMIC HT  -          29.593 (meters)      97.09  (feet)  COMP
 BV1067  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 BV1067
 BV1067  VERT ORDER  -  SECOND    CLASS II
 BV1067
 BV1067.The horizontal coordinates were scaled from a topographic map and have
 BV1067.an estimated accuracy of +/- 6 seconds.
 BV1067
 BV1067.The orthometric height was determined by differential leveling
 BV1067.and adjusted in May 1996.
 BV1067
 BV1067.The geoid height was determined by GEOID03.
 BV1067
 BV1067.The dynamic height is computed by dividing the NAVD 88
 BV1067.geopotential number by the normal gravity value computed on the
 BV1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1067.degrees latitude (g = 980.6199 gals.).
 BV1067
 BV1067.The modeled gravity was interpolated from observed gravity values.
 BV1067
 BV1067;                    North         East    Units  Estimated Accuracy
 BV1067;SPC MS E     -   187,200.      287,560.      MT  (+/- 180 meters Scaled)
 BV1067
 BV1067                          SUPERSEDED SURVEY CONTROL
 BV1067
 BV1067  NGVD 29 (??/??/92)   29.659  (m)           97.31   (f) ADJ UNCH    2 2
 BV1067
 BV1067.Superseded values are not recommended for survey control.
 BV1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1067.See file dsdata.txt to determine how the superseded data were derived.
 BV1067
 BV1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV128521(NAD 83)
 BV1067_MARKER: DD = SURVEY DISK
 BV1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1067_STAMPING: BM 98V 159 1976
 BV1067_MARK LOGO: MSHD  
 BV1067_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1067+STABILITY: SURFACE MOTION
 BV1067
 BV1067  HISTORY     - Date     Condition        Report By
 BV1067  HISTORY     - 1976     MONUMENTED       MSHD
 BV1067
 BV1067                          STATION DESCRIPTION
 BV1067
 BV1067'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1067'LOCATED 3.1 MILES (5.0 KM) NORTHWEST OF BEAUMONT ON THE NORTHEAST
 BV1067'RIGHT OF WAY OF US HIGHWAY 98, 4.25 MILES (6.84 KM) SOUTHEAST OF NEW
 BV1067'AUGUSTA IN THE NORTHWEST 1/4 OF SEC 36, T 3N, R 10W.  IT IS 43 FEET
 BV1067'(13.1 M) NORTHEAST OF THE CENTER OF HIGHWAY 98, 15 FEET (4.6 M) SOUTH
 BV1067'OF A 15 INCH OAK, 13 FEET (4.0 M) NORTHWEST OF A 24 INCH PINE, 1 FOOT
 BV1067'(0.3 M) NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1067'CONCRETE POST ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF THE HIGHWAY AND
 BV1067'PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION OF US HIGHWAY 98 AND
 BV1067'STATE HIGHWAY 15 IN BEAUMONT GO NORTHWEST ON US HIGHWAY 98 FOR 3.1
 BV1067'MILES (5.0 KM) TO THE MARK ON THE RIGHT (0.6 MILE BEYOND A SIDE ROAD
 BV1067'RIGHT) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0905 ***********************************************************************
 BW0905  DESIGNATION -  98 V 16
 BW0905  PID         -  BW0905
 BW0905  STATE/COUNTY-  MS/ADAMS
 BW0905  USGS QUAD   -  CRANFIELD (1988)
 BW0905
 BW0905                         *CURRENT SURVEY CONTROL
 BW0905  ___________________________________________________________________
 BW0905* NAD 83(1986)-  31 32 45.     (N)    091 12 38.     (W)     SCALED    
 BW0905* NAVD 88     -       128.911  (meters)     422.94   (feet)  ADJUSTED  
 BW0905  ___________________________________________________________________
 BW0905  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0905  DYNAMIC HT  -         128.754 (meters)     422.42  (feet)  COMP
 BW0905  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 BW0905
 BW0905  VERT ORDER  -  SECOND    CLASS 0
 BW0905
 BW0905.The horizontal coordinates were scaled from a topographic map and have
 BW0905.an estimated accuracy of +/- 6 seconds.
 BW0905
 BW0905.The orthometric height was determined by differential leveling
 BW0905.and adjusted in February 1994.
 BW0905
 BW0905.The geoid height was determined by GEOID03.
 BW0905
 BW0905.The dynamic height is computed by dividing the NAVD 88
 BW0905.geopotential number by the normal gravity value computed on the
 BW0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0905.degrees latitude (g = 980.6199 gals.).
 BW0905
 BW0905.The modeled gravity was interpolated from observed gravity values.
 BW0905
 BW0905;                    North         East    Units  Estimated Accuracy
 BW0905;SPC MS W     -   227,130.      616,710.      MT  (+/- 180 meters Scaled)
 BW0905
 BW0905                          SUPERSEDED SURVEY CONTROL
 BW0905
 BW0905  NAVD 88 (06/15/91)  128.935  (m)          423.01   (f) UNKNOWN     2 0
 BW0905  NGVD 29 (??/??/??)  128.917  (m)          422.96   (f) ADJUSTED    2 0
 BW0905
 BW0905.Superseded values are not recommended for survey control.
 BW0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0905.See file dsdata.txt to determine how the superseded data were derived.
 BW0905
 BW0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ698914(NAD 83)
 BW0905_MARKER: DD = SURVEY DISK
 BW0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0905_STAMPING: BM 98V-16 1967
 BW0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0905+STABILITY: SURFACE MOTION
 BW0905
 BW0905  HISTORY     - Date     Condition        Report By
 BW0905  HISTORY     - 1967     MONUMENTED       MSHD
 BW0905  HISTORY     - 1968     GOOD             MSHD
 BW0905
 BW0905                          STATION DESCRIPTION
 BW0905
 BW0905'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0905'5.4 MI SE FROM WASHINGTON.
 BW0905'THE MARK IS LOCATED 5.4 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0905'WASHINGTON NEAR THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND A
 BW0905'MICROWAVE TOWER.  IT IS 130 FEET NORTH-NORTHEAST OF THE CENTER OF U.S.
 BW0905'HIGHWAY 98 AND 84, 2.5 FEET WEST OF THE SOUTHEAST CORNER OF A CYCLONE
 BW0905'FENCE, 3.5 FEET SOUTHEAST OF THE EXTENDED EAST WALL OF A CONCRETE
 BW0905'BLOCK BUILDING INSIDE THE CYCLONE FENCE, 68 FEET WEST-SOUTHWEST OF A
 BW0905'POWER LINE SERVICE POLE, 2.5 FEET NORTHWEST OF A METAL WITNESS POST
 BW0905'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BW0905'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW0905'U.S. HIGHWAY 98, 84, AND 61 IN WASHINGTON GO SOUTHEAST ON U.S. HIGHWAY
 BW0905'98 AND 84 FOR 6.05 MILES TO A MICROWAVE TOWER AND THE MARK ON THE LEFT
 BW0905'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1068 ***********************************************************************
 BV1068  DESIGNATION -  98 V 160
 BV1068  PID         -  BV1068
 BV1068  STATE/COUNTY-  MS/PERRY
 BV1068  USGS QUAD   -  BEAUMONT (1982)
 BV1068
 BV1068                         *CURRENT SURVEY CONTROL
 BV1068  ___________________________________________________________________
 BV1068* NAD 83(1986)-  31 11 10.     (N)    088 57 24.     (W)     SCALED    
 BV1068* NAVD 88     -        42.541  (meters)     139.57   (feet)  ADJUSTED  
 BV1068  ___________________________________________________________________
 BV1068  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BV1068  DYNAMIC HT  -          42.489 (meters)     139.40  (feet)  COMP
 BV1068  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 BV1068
 BV1068  VERT ORDER  -  SECOND    CLASS II
 BV1068
 BV1068.The horizontal coordinates were scaled from a topographic map and have
 BV1068.an estimated accuracy of +/- 6 seconds.
 BV1068
 BV1068.The orthometric height was determined by differential leveling
 BV1068.and adjusted in May 1996.
 BV1068
 BV1068.The geoid height was determined by GEOID03.
 BV1068
 BV1068.The dynamic height is computed by dividing the NAVD 88
 BV1068.geopotential number by the normal gravity value computed on the
 BV1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1068.degrees latitude (g = 980.6199 gals.).
 BV1068
 BV1068.The modeled gravity was interpolated from observed gravity values.
 BV1068
 BV1068;                    North         East    Units  Estimated Accuracy
 BV1068;SPC MS E     -   186,920.      288,250.      MT  (+/- 180 meters Scaled)
 BV1068
 BV1068                          SUPERSEDED SURVEY CONTROL
 BV1068
 BV1068  NGVD 29 (??/??/92)   42.571  (m)          139.67   (f) ADJ UNCH    2 2
 BV1068
 BV1068.Superseded values are not recommended for survey control.
 BV1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1068.See file dsdata.txt to determine how the superseded data were derived.
 BV1068
 BV1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV135518(NAD 83)
 BV1068_MARKER: DD = SURVEY DISK
 BV1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1068_STAMPING: BM 98V 160 1976
 BV1068_MARK LOGO: MSHD  
 BV1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1068+STABILITY: SURFACE MOTION
 BV1068
 BV1068  HISTORY     - Date     Condition        Report By
 BV1068  HISTORY     - 1976     MONUMENTED       MSHD
 BV1068
 BV1068                          STATION DESCRIPTION
 BV1068
 BV1068'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1068'LOCATED 2.5 MILES (4.0 KM) NORTHWEST OF BEAUMONT ON THE NORTH RIGHT OF
 BV1068'WAY OF US HIGHWAY 98, 4.85 MILES (7.81 KM) SOUTHEAST OF NEW AUGUSTA
 BV1068'IN THE NORTHWEST 1/4 OF SEC 36, T 3N, R 10W.  IT IS 46 FEET (14.0 M)
 BV1068'NORTH OF THE CENTER OF HIGHWAY 98, 85 FEET (25.9 M) WEST OF THE CENTER
 BV1068'OF A GRAVELED ROAD LEADING NORTH, 10 FEET (3.0 M) EAST OF A POWER
 BV1068'POLE, 1 FOOT (0.3 M) SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP
 BV1068'OF A ROUND CONCRETE POST ABOUT 5 FEET (1.5 M) ABOVE THE LEVEL OF THE
 BV1068'HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF
 BV1068'US HIGHWAY 98 AND STATE HIGHWAY 15 IN BEAUMONT GO NORTHWEST ON US
 BV1068'HIGHWAY 98 FOR 2.5 MILES (4.0 KM) TO A SIDE ROAD AND THE MARK ON THE
 BV1068'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1069 ***********************************************************************
 BV1069  DESIGNATION -  98 V 161
 BV1069  PID         -  BV1069
 BV1069  STATE/COUNTY-  MS/PERRY
 BV1069  USGS QUAD   -  BEAUMONT (1982)
 BV1069
 BV1069                         *CURRENT SURVEY CONTROL
 BV1069  ___________________________________________________________________
 BV1069* NAD 83(1986)-  31 11 01.     (N)    088 57 02.     (W)     SCALED    
 BV1069* NAVD 88     -        40.962  (meters)     134.39   (feet)  ADJUSTED  
 BV1069  ___________________________________________________________________
 BV1069  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BV1069  DYNAMIC HT  -          40.912 (meters)     134.23  (feet)  COMP
 BV1069  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BV1069
 BV1069  VERT ORDER  -  SECOND    CLASS II
 BV1069
 BV1069.The horizontal coordinates were scaled from a topographic map and have
 BV1069.an estimated accuracy of +/- 6 seconds.
 BV1069
 BV1069.The orthometric height was determined by differential leveling
 BV1069.and adjusted in May 1996.
 BV1069
 BV1069.The geoid height was determined by GEOID03.
 BV1069
 BV1069.The dynamic height is computed by dividing the NAVD 88
 BV1069.geopotential number by the normal gravity value computed on the
 BV1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1069.degrees latitude (g = 980.6199 gals.).
 BV1069
 BV1069.The modeled gravity was interpolated from observed gravity values.
 BV1069
 BV1069;                    North         East    Units  Estimated Accuracy
 BV1069;SPC MS E     -   186,640.      288,830.      MT  (+/- 180 meters Scaled)
 BV1069
 BV1069                          SUPERSEDED SURVEY CONTROL
 BV1069
 BV1069  NGVD 29 (??/??/92)   40.992  (m)          134.49   (f) ADJ UNCH    2 2
 BV1069
 BV1069.Superseded values are not recommended for survey control.
 BV1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1069.See file dsdata.txt to determine how the superseded data were derived.
 BV1069
 BV1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV141515(NAD 83)
 BV1069_MARKER: DD = SURVEY DISK
 BV1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1069_STAMPING: BM 98V 161 1976
 BV1069_MARK LOGO: MSHD  
 BV1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1069+STABILITY: SURFACE MOTION
 BV1069
 BV1069  HISTORY     - Date     Condition        Report By
 BV1069  HISTORY     - 1976     MONUMENTED       MSHD
 BV1069
 BV1069                          STATION DESCRIPTION
 BV1069
 BV1069'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1069'LOCATED 2.15 MILES (3.46 KM) NORTHWEST OF BEAUMONT ON THE NORTH RIGHT
 BV1069'OF WAY OF US HIGHWAY 98, 5.1 MILES (8.2 KM) SOUTHEAST OF NEW AUGUSTA
 BV1069'IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SEC 36, T 2N, R 10W.  IT
 BV1069'IS 45 FEET (13.7 M) NORTH OF THE CENTER OF HIGHWAY 98, 33 FEET
 BV1069'(10.1 M) NORTHEAST OF THE CENTER OF THE TURN OUT TO THE OLD ABANDONED
 BV1069'ROAD, 2.5 FEET (0.8 M) EAST OF POWER POLE NO 31, 1 FOOT (0.3 M) WEST
 BV1069'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1069'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE
 BV1069'JUNCTION OF US HIGHWAY 98 AND STATE HIGHWAY 15 IN BEAUMONT GO
 BV1069'NORTHWEST ON US HIGHWAY 98 FOR 2.15 MILES (3.46 KM) TO THE MARK ON
 BV1069'THE RIGHT (0.4 MILE BEYOND A CONCRETE BRIDGE) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1070 ***********************************************************************
 BV1070  DESIGNATION -  98 V 162
 BV1070  PID         -  BV1070
 BV1070  STATE/COUNTY-  MS/PERRY
 BV1070  USGS QUAD   -  BEAUMONT (1982)
 BV1070
 BV1070                         *CURRENT SURVEY CONTROL
 BV1070  ___________________________________________________________________
 BV1070* NAD 83(1986)-  31 10 17.     (N)    088 55 22.     (W)     SCALED    
 BV1070* NAVD 88     -        27.658  (meters)      90.74   (feet)  ADJUSTED  
 BV1070  ___________________________________________________________________
 BV1070  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BV1070  DYNAMIC HT  -          27.624 (meters)      90.63  (feet)  COMP
 BV1070  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 BV1070
 BV1070  VERT ORDER  -  SECOND    CLASS II
 BV1070
 BV1070.The horizontal coordinates were scaled from a topographic map and have
 BV1070.an estimated accuracy of +/- 6 seconds.
 BV1070
 BV1070.The orthometric height was determined by differential leveling
 BV1070.and adjusted in May 1996.
 BV1070
 BV1070.The geoid height was determined by GEOID03.
 BV1070
 BV1070.The dynamic height is computed by dividing the NAVD 88
 BV1070.geopotential number by the normal gravity value computed on the
 BV1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1070.degrees latitude (g = 980.6199 gals.).
 BV1070
 BV1070.The modeled gravity was interpolated from observed gravity values.
 BV1070
 BV1070;                    North         East    Units  Estimated Accuracy
 BV1070;SPC MS E     -   185,280.      291,470.      MT  (+/- 180 meters Scaled)
 BV1070
 BV1070                          SUPERSEDED SURVEY CONTROL
 BV1070
 BV1070  NGVD 29 (??/??/92)   27.690  (m)           90.85   (f) ADJ UNCH    2 2
 BV1070
 BV1070.Superseded values are not recommended for survey control.
 BV1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1070.See file dsdata.txt to determine how the superseded data were derived.
 BV1070
 BV1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV167501(NAD 83)
 BV1070_MARKER: DD = SURVEY DISK
 BV1070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1070_SP_SET: HEADWALL
 BV1070_STAMPING: BM 98V 162 1976
 BV1070_MARK LOGO: MSHD  
 BV1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1070+STABILITY: SURFACE MOTION
 BV1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1070+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1987
 BV1070
 BV1070  HISTORY     - Date     Condition        Report By
 BV1070  HISTORY     - UNK      MONUMENTED
 BV1070  HISTORY     - 19870113 GOOD             MSHD
 BV1070
 BV1070                          STATION DESCRIPTION
 BV1070
 BV1070'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1070'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV1070'0.64 (0.4 MILE) NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 BV1070'OF U.S. HIGHWAY 98 AND STATE HIGHWAY 15 IN BEAUMONT TO MARK ON
 BV1070'RIGHT, IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CULVERT
 BV1070'IN THE SOUTHWEST CORNER OF SECTION 32, T2N, R9W, 5.5 METERS (18.0 FT)
 BV1070'NORTHEAST OF CENTER OF U.S. HIGHWAY 98, AND 1.5 METERS (0.05 FT)
 BV1070'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1071 ***********************************************************************
 BV1071  DESIGNATION -  98 V 163
 BV1071  PID         -  BV1071
 BV1071  STATE/COUNTY-  MS/PERRY
 BV1071  USGS QUAD   -  BEAUMONT (1982)
 BV1071
 BV1071                         *CURRENT SURVEY CONTROL
 BV1071  ___________________________________________________________________
 BV1071* NAD 83(1986)-  31 09 28.     (N)    088 54 00.     (W)     SCALED    
 BV1071* NAVD 88     -        26.959  (meters)      88.45   (feet)  ADJUSTED  
 BV1071  ___________________________________________________________________
 BV1071  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV1071  DYNAMIC HT  -          26.926 (meters)      88.34  (feet)  COMP
 BV1071  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 BV1071
 BV1071  VERT ORDER  -  SECOND    CLASS II
 BV1071
 BV1071.The horizontal coordinates were scaled from a topographic map and have
 BV1071.an estimated accuracy of +/- 6 seconds.
 BV1071
 BV1071.The orthometric height was determined by differential leveling
 BV1071.and adjusted in May 1996.
 BV1071
 BV1071.The geoid height was determined by GEOID03.
 BV1071
 BV1071.The dynamic height is computed by dividing the NAVD 88
 BV1071.geopotential number by the normal gravity value computed on the
 BV1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1071.degrees latitude (g = 980.6199 gals.).
 BV1071
 BV1071.The modeled gravity was interpolated from observed gravity values.
 BV1071
 BV1071;                    North         East    Units  Estimated Accuracy
 BV1071;SPC MS E     -   183,770.      293,640.      MT  (+/- 180 meters Scaled)
 BV1071
 BV1071                          SUPERSEDED SURVEY CONTROL
 BV1071
 BV1071  NGVD 29 (??/??/92)   26.989  (m)           88.55   (f) ADJ UNCH    2 2
 BV1071
 BV1071.Superseded values are not recommended for survey control.
 BV1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1071.See file dsdata.txt to determine how the superseded data were derived.
 BV1071
 BV1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV188486(NAD 83)
 BV1071_MARKER: DD = SURVEY DISK
 BV1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1071_STAMPING: BM 98V 163 1976
 BV1071_MARK LOGO: MSHD  
 BV1071_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1071+STABILITY: SURFACE MOTION
 BV1071
 BV1071  HISTORY     - Date     Condition        Report By
 BV1071  HISTORY     - 1976     MONUMENTED       MSHD
 BV1071
 BV1071                          STATION DESCRIPTION
 BV1071
 BV1071'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1071'LOCATED 1.3 MILES (2.1 KM) SOUTHEAST OF BEAUMONT ON THE SOUTHWEST
 BV1071'RIGHT OF WAY OF US HIGHWAY 98, 0.65 MILE (1.05 KM) NORTHWEST OF THE
 BV1071'DRIFTWOOD MOTEL IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SEC 4, T
 BV1071'2N, R 9W.  IT IS 47 FEET (14.3 M) SOUTHWEST OF THE CENTER OF HIGHWAY
 BV1071'98, 6 FEET (1.8 M) SOUTH OF THE CENTER OF A FIELD ROAD, 3.5 FEET
 BV1071'(1.1 M) EAST OF A GATE POST, 1 FOOT (0.3 M) SOUTH OF A METAL WITNESS
 BV1071'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BV1071'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE JUNCTION OF US
 BV1071'HIGHWAY 98 AND STATE HIGHWAY 15 IN BEAUMONT GO SOUTHEAST ON US
 BV1071'HIGHWAY 98 FOR 1.3 MILES (2.1 KM) TO THE MARK ON THE RIGHT (0.1 MILE
 BV1071'BEYOND THE JUNCTION OF THE OLD HIGHWAY) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1072 ***********************************************************************
 BV1072  DESIGNATION -  98 V 164
 BV1072  PID         -  BV1072
 BV1072  STATE/COUNTY-  MS/PERRY
 BV1072  USGS QUAD   -  BEAUMONT (1982)
 BV1072
 BV1072                         *CURRENT SURVEY CONTROL
 BV1072  ___________________________________________________________________
 BV1072* NAD 83(1986)-  31 09 02.     (N)    088 53 44.     (W)     SCALED    
 BV1072* NAVD 88     -        25.720  (meters)      84.38   (feet)  ADJUSTED  
 BV1072  ___________________________________________________________________
 BV1072  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BV1072  DYNAMIC HT  -          25.688 (meters)      84.28  (feet)  COMP
 BV1072  MODELED GRAV-     979,395.0   (mgal)                       NAVD 88
 BV1072
 BV1072  VERT ORDER  -  SECOND    CLASS II
 BV1072
 BV1072.The horizontal coordinates were scaled from a topographic map and have
 BV1072.an estimated accuracy of +/- 6 seconds.
 BV1072
 BV1072.The orthometric height was determined by differential leveling
 BV1072.and adjusted in May 1996.
 BV1072
 BV1072.The geoid height was determined by GEOID03.
 BV1072
 BV1072.The dynamic height is computed by dividing the NAVD 88
 BV1072.geopotential number by the normal gravity value computed on the
 BV1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1072.degrees latitude (g = 980.6199 gals.).
 BV1072
 BV1072.The modeled gravity was interpolated from observed gravity values.
 BV1072
 BV1072;                    North         East    Units  Estimated Accuracy
 BV1072;SPC MS E     -   182,970.      294,070.      MT  (+/- 180 meters Scaled)
 BV1072
 BV1072                          SUPERSEDED SURVEY CONTROL
 BV1072
 BV1072  NGVD 29 (??/??/92)   25.748  (m)           84.47   (f) ADJ UNCH    2 2
 BV1072
 BV1072.Superseded values are not recommended for survey control.
 BV1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1072.See file dsdata.txt to determine how the superseded data were derived.
 BV1072
 BV1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV193478(NAD 83)
 BV1072_MARKER: DD = SURVEY DISK
 BV1072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1072_SP_SET: CULVERT HEADWALL
 BV1072_STAMPING: BM 98V 164 1976
 BV1072_MARK LOGO: MSHD  
 BV1072_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1072+STABILITY: SURFACE MOTION
 BV1072
 BV1072  HISTORY     - Date     Condition        Report By
 BV1072  HISTORY     - 1976     MONUMENTED       MSHD
 BV1072
 BV1072                          STATION DESCRIPTION
 BV1072
 BV1072'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1072'LOCATED 2 MILES (3.2 KM) SOUTHEAST OF BEAUMONT IN THE SOUTHWEST
 BV1072'HEADWALL OF A CULVERT IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
 BV1072'SEC 9, T 2N, R 9W.  IT IS 21.5 FEET (6.6 M) SOUTHWEST OF THE CENTER
 BV1072'OF HIGHWAY 98, 1 FOOT (0.3 M) SOUTHEAST OF A METAL WITNESS POST SET
 BV1072'IN A DRILL HOLE IN THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 BV1072'36 INCH CONCRETE PIPE CULVERT AND IS ABOUT 3 FEET (0.9 M) BELOW THE
 BV1072'LEVEL OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF US HIGHWAY 98
 BV1072'AND STATE HIGHWAY 15 IN BEAUMONT GO SOUTHEAST ON US HIGHWAY 98 FOR 2
 BV1072'MILES (3.2 KM) TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1073 ***********************************************************************
 BV1073  DESIGNATION -  98 V 165
 BV1073  PID         -  BV1073
 BV1073  STATE/COUNTY-  MS/PERRY
 BV1073  USGS QUAD   -  BEAUMONT (1982)
 BV1073
 BV1073                         *CURRENT SURVEY CONTROL
 BV1073  ___________________________________________________________________
 BV1073* NAD 83(1986)-  31 08 47.     (N)    088 53 08.     (W)     SCALED    
 BV1073* NAVD 88     -        27.683  (meters)      90.82   (feet)  ADJUSTED  
 BV1073  ___________________________________________________________________
 BV1073  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BV1073  DYNAMIC HT  -          27.648 (meters)      90.71  (feet)  COMP
 BV1073  MODELED GRAV-     979,395.0   (mgal)                       NAVD 88
 BV1073
 BV1073  VERT ORDER  -  SECOND    CLASS II
 BV1073
 BV1073.The horizontal coordinates were scaled from a topographic map and have
 BV1073.an estimated accuracy of +/- 6 seconds.
 BV1073
 BV1073.The orthometric height was determined by differential leveling
 BV1073.and adjusted in May 1996.
 BV1073
 BV1073.The geoid height was determined by GEOID03.
 BV1073
 BV1073.The dynamic height is computed by dividing the NAVD 88
 BV1073.geopotential number by the normal gravity value computed on the
 BV1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1073.degrees latitude (g = 980.6199 gals.).
 BV1073
 BV1073.The modeled gravity was interpolated from observed gravity values.
 BV1073
 BV1073;                    North         East    Units  Estimated Accuracy
 BV1073;SPC MS E     -   182,510.      295,020.      MT  (+/- 180 meters Scaled)
 BV1073
 BV1073                          SUPERSEDED SURVEY CONTROL
 BV1073
 BV1073  NGVD 29 (??/??/92)   27.709  (m)           90.91   (f) ADJ UNCH    2 2
 BV1073
 BV1073.Superseded values are not recommended for survey control.
 BV1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1073.See file dsdata.txt to determine how the superseded data were derived.
 BV1073
 BV1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV202473(NAD 83)
 BV1073_MARKER: DD = SURVEY DISK
 BV1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1073_STAMPING: BM 98V 165 1976
 BV1073_MARK LOGO: MSHD  
 BV1073_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1073+STABILITY: SURFACE MOTION
 BV1073
 BV1073  HISTORY     - Date     Condition        Report By
 BV1073  HISTORY     - 1976     MONUMENTED       MSHD
 BV1073
 BV1073                          STATION DESCRIPTION
 BV1073
 BV1073'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1073'LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF BEAUMONT ON THE SOUTH RIGHT OF
 BV1073'WAY OF US HIGHWAY 98, 0.3 MILE (0.5 KM) WEST OF A GRAVELED ROAD
 BV1073'LEADING SOUTH IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SEC 10, T
 BV1073'2N, R 9W.  IT IS 54 FEET (16.5 M) SOUTH OF THE CENTER OF HIGHWAY 98,
 BV1073'30 FEET (9.1 M) EAST OF THE CENTER OF A WOODS ROAD, 9.5 FEET (2.9 M)
 BV1073'WEST OF A 30 INCH OAK, 1 FOOT (0.3 M) EAST OF A METAL WITNESS POST SET
 BV1073'IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET (0.6 M) BELOW THE
 BV1073'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE
 BV1073'JUNCTION OF US HIGHWAY 98 AND STATE HIGHWAY 15 IN BEAUMONT GO
 BV1073'SOUTHEAST ON US HIGHWAY 98 FOR 3.65 MILES (5.87 KM) TO A FIELD ROAD
 BV1073'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1074 ***********************************************************************
 BV1074  DESIGNATION -  98 V 166
 BV1074  PID         -  BV1074
 BV1074  STATE/COUNTY-  MS/PERRY
 BV1074  USGS QUAD   -  NEELY (1982)
 BV1074
 BV1074                         *CURRENT SURVEY CONTROL
 BV1074  ___________________________________________________________________
 BV1074* NAD 83(1986)-  31 08 35.     (N)    088 52 17.     (W)     SCALED    
 BV1074* NAVD 88     -        24.349  (meters)      79.89   (feet)  ADJUSTED  
 BV1074  ___________________________________________________________________
 BV1074  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV1074  DYNAMIC HT  -          24.319 (meters)      79.79  (feet)  COMP
 BV1074  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 BV1074
 BV1074  VERT ORDER  -  SECOND    CLASS II
 BV1074
 BV1074.The horizontal coordinates were scaled from a topographic map and have
 BV1074.an estimated accuracy of +/- 6 seconds.
 BV1074
 BV1074.The orthometric height was determined by differential leveling
 BV1074.and adjusted in May 1996.
 BV1074
 BV1074.The geoid height was determined by GEOID03.
 BV1074
 BV1074.The dynamic height is computed by dividing the NAVD 88
 BV1074.geopotential number by the normal gravity value computed on the
 BV1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1074.degrees latitude (g = 980.6199 gals.).
 BV1074
 BV1074.The modeled gravity was interpolated from observed gravity values.
 BV1074
 BV1074;                    North         East    Units  Estimated Accuracy
 BV1074;SPC MS E     -   182,140.      296,370.      MT  (+/- 180 meters Scaled)
 BV1074
 BV1074                          SUPERSEDED SURVEY CONTROL
 BV1074
 BV1074  NGVD 29 (??/??/92)   24.373  (m)           79.96   (f) ADJ UNCH    2 2
 BV1074
 BV1074.Superseded values are not recommended for survey control.
 BV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1074.See file dsdata.txt to determine how the superseded data were derived.
 BV1074
 BV1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV215469(NAD 83)
 BV1074_MARKER: DD = SURVEY DISK
 BV1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1074_STAMPING: BM 98V 166 1976
 BV1074_MARK LOGO: MSHD  
 BV1074_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1074+STABILITY: SURFACE MOTION
 BV1074
 BV1074  HISTORY     - Date     Condition        Report By
 BV1074  HISTORY     - 1976     MONUMENTED       MSHD
 BV1074
 BV1074                          STATION DESCRIPTION
 BV1074
 BV1074'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1074'LOCATED 3.5 MILES (5.6 KM) SOUTHEAST OF BEAUMONT ON THE SOUTH RIGHT OF
 BV1074'WAY OF US HIGHWAY 98, 3.5 MILES (5.6 KM) NORTHWEST OF MCLAIN IN THE
 BV1074'SOUTHWEST 1/4 OF SEC 11, T 2N, R 9W.  IT IS 50 FEET (15.2 M) SOUTH OF
 BV1074'THE CENTER OF HIGHWAY 98, 20 FEET (6.1 M) EAST OF THE CENTER OF A
 BV1074'FIELD ROAD, 2.5 FEET (0.8 M) WEST OF A FENCE CORNER, 1 FOOT (0.3 M)
 BV1074'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1074'POST ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BV1074'3 INCHES.  TO REACH FROM THE JUNCTION OF US HIGHWAY 98 AND STATE
 BV1074'HIGHWAY 15 IN BEAUMONT GO SOUTHEAST ON US HIGHWAY 98 FOR 3.2 MILES
 BV1074'(5.1 KM) TO A SIDE ROAD RIGHT, CONTINUE EAST ON US HIGHWAY 98 FOR
 BV1074'0.45 MILE (0.72 KM) TO A FIELD ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1075 ***********************************************************************
 BV1075  DESIGNATION -  98 V 167
 BV1075  PID         -  BV1075
 BV1075  STATE/COUNTY-  MS/PERRY
 BV1075  USGS QUAD   -  NEELY (1982)
 BV1075
 BV1075                         *CURRENT SURVEY CONTROL
 BV1075  ___________________________________________________________________
 BV1075* NAD 83(1986)-  31 08 21.     (N)    088 51 44.     (W)     SCALED    
 BV1075* NAVD 88     -        22.663  (meters)      74.35   (feet)  ADJUSTED  
 BV1075  ___________________________________________________________________
 BV1075  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BV1075  DYNAMIC HT  -          22.635 (meters)      74.26  (feet)  COMP
 BV1075  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 BV1075
 BV1075  VERT ORDER  -  SECOND    CLASS II
 BV1075
 BV1075.The horizontal coordinates were scaled from a topographic map and have
 BV1075.an estimated accuracy of +/- 6 seconds.
 BV1075
 BV1075.The orthometric height was determined by differential leveling
 BV1075.and adjusted in May 1996.
 BV1075
 BV1075.The geoid height was determined by GEOID03.
 BV1075
 BV1075.The dynamic height is computed by dividing the NAVD 88
 BV1075.geopotential number by the normal gravity value computed on the
 BV1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1075.degrees latitude (g = 980.6199 gals.).
 BV1075
 BV1075.The modeled gravity was interpolated from observed gravity values.
 BV1075
 BV1075;                    North         East    Units  Estimated Accuracy
 BV1075;SPC MS E     -   181,710.      297,250.      MT  (+/- 180 meters Scaled)
 BV1075
 BV1075                          SUPERSEDED SURVEY CONTROL
 BV1075
 BV1075  NGVD 29 (??/??/92)   22.686  (m)           74.43   (f) ADJ UNCH    2 2
 BV1075
 BV1075.Superseded values are not recommended for survey control.
 BV1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1075.See file dsdata.txt to determine how the superseded data were derived.
 BV1075
 BV1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV224465(NAD 83)
 BV1075_MARKER: DD = SURVEY DISK
 BV1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1075_STAMPING: BM 98V 167 1976
 BV1075_MARK LOGO: MSHD  
 BV1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1075+STABILITY: SURFACE MOTION
 BV1075
 BV1075  HISTORY     - Date     Condition        Report By
 BV1075  HISTORY     - 1976     MONUMENTED       MSHD
 BV1075
 BV1075                          STATION DESCRIPTION
 BV1075
 BV1075'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1075'LOCATED 3.9 MILES (6.3 KM) NORTHWEST OF MCLAIN NEAR THE SOUTHWEST
 BV1075'RIGHT OF WAY OF US HIGHWAY 98, 4.1 MILES (6.6 KM) SOUTHEAST OF
 BV1075'BEAUMONT IN THE NORTHEAST 1/4 OF SEC 14, T 2N, R 9W.  IT IS 70.5 FEET
 BV1075'(21.5 M) SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 98, 35 FEET
 BV1075'(10.7 M) SOUTHEAST OF A 10 INCH GUM, 14 FEET (4.3 M) SOUTHEAST OF THE
 BV1075'CENTER OF A FIELD ROAD, 1 FOOT (0.3 M) SOUTH-SOUTHWEST OF A METAL
 BV1075'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4 FEET
 BV1075'(1.2 M) BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO
 BV1075'REACH FROM THE US POST OFFICE IN MCLAIN GO NORTHWEST ON US HIGHWAY 98
 BV1075'FOR 2.2 MILES (3.5 KM) TO A SIDE ROAD LEFT, CONTINUE NORTHWEST ON US
 BV1075'HIGHWAY 98 FOR 0.5 MILE (0.8 KM) TO A FIELD ROAD AND THE MARK ON THE
 BV1075'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1078 ***********************************************************************
 BV1078  DESIGNATION -  98 V 168
 BV1078  PID         -  BV1078
 BV1078  STATE/COUNTY-  MS/GREENE
 BV1078  USGS QUAD   -  MC LAIN (1982)
 BV1078
 BV1078                         *CURRENT SURVEY CONTROL
 BV1078  ___________________________________________________________________
 BV1078* NAD 83(1986)-  31 06 58.     (N)    088 50 11.     (W)     SCALED    
 BV1078* NAVD 88     -        24.571  (meters)      80.61   (feet)  ADJUSTED  
 BV1078  ___________________________________________________________________
 BV1078  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BV1078  DYNAMIC HT  -          24.540 (meters)      80.51  (feet)  COMP
 BV1078  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 BV1078
 BV1078  VERT ORDER  -  SECOND    CLASS II
 BV1078
 BV1078.The horizontal coordinates were scaled from a topographic map and have
 BV1078.an estimated accuracy of +/- 6 seconds.
 BV1078
 BV1078.The orthometric height was determined by differential leveling
 BV1078.and adjusted in May 1996.
 BV1078
 BV1078.The geoid height was determined by GEOID03.
 BV1078
 BV1078.The dynamic height is computed by dividing the NAVD 88
 BV1078.geopotential number by the normal gravity value computed on the
 BV1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1078.degrees latitude (g = 980.6199 gals.).
 BV1078
 BV1078.The modeled gravity was interpolated from observed gravity values.
 BV1078
 BV1078;                    North         East    Units  Estimated Accuracy
 BV1078;SPC MS E     -   179,150.      299,710.      MT  (+/- 180 meters Scaled)
 BV1078
 BV1078                          SUPERSEDED SURVEY CONTROL
 BV1078
 BV1078  NGVD 29 (??/??/92)   24.590  (m)           80.68   (f) ADJ UNCH    2 2
 BV1078
 BV1078.Superseded values are not recommended for survey control.
 BV1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1078.See file dsdata.txt to determine how the superseded data were derived.
 BV1078
 BV1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV248439(NAD 83)
 BV1078_MARKER: DD = SURVEY DISK
 BV1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1078_STAMPING: BM 98V 168 1976
 BV1078_MARK LOGO: MSHD  
 BV1078_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1078+STABILITY: SURFACE MOTION
 BV1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1078+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BV1078
 BV1078  HISTORY     - Date     Condition        Report By
 BV1078  HISTORY     - 1976     MONUMENTED       MSHD
 BV1078  HISTORY     - 20080201 GOOD             MSDOT
 BV1078  HISTORY     - 20080418 GOOD             MSDOT
 BV1078
 BV1078                          STATION DESCRIPTION
 BV1078
 BV1078'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1078'LOCATED 0.6 MILE (1.0 KM) NORTHWEST OF MCLAIN ON THE SOUTHEAST RIGHT
 BV1078'OF WAY OF US HIGHWAY 98 OPPOSITE A LARGE CEMETERY IN THE SOUTHWEST
 BV1078'1/4 OF SEC 19, T 2N, R 8W.  IT IS 47 FEET (14.3 M) SOUTHWEST OF THE
 BV1078'CENTER OF HIGHWAY 98, 96 FEET (29.3 M) WEST-NORTHWEST OF A FENCE
 BV1078'CORNER, 83 FEET (25.3 M) WEST-NORTHWEST OF A FIRE PLUG, 1 FOOT
 BV1078'(0.3 M) SOUTHWEST OF A POWER POLE, 132 FEET (40.2 M) SOUTHEAST OF THE
 BV1078'CENTER OF THE DRIVEWAY TO THE CEMETERY, 2.5 FEET (0.8 M) NORTHEAST OF
 BV1078'THE CEMETERY FENCE, 1 FOOT (0.3 M) SOUTHEAST OF A METAL WITNESS POST
 BV1078'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT (0.3 M) BELOW
 BV1078'THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE US
 BV1078'POST OFFICE IN MCLAIN GO NORTHWEST ON US HIGHWAY 98 FOR 0.6 MILE
 BV1078'(1.0 KM) TO THE CEMETERY AND THE MARK ON THE LEFT.
 BV1078
 BV1078                          STATION RECOVERY (2008)
 BV1078
 BV1078'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1078'RECOVERED IN GOOD CONDITION.
 BV1078
 BV1078                          STATION RECOVERY (2008)
 BV1078
 BV1078'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV1078'CHANGES IN THE DESCRIPTION ARE AS FOLLOWS.  U.S. HWY. 98 MENTIONED IN
 BV1078'THE PREVIOUS DESCRIPTION IS NOW DESIGNATED HWY. 198 OR MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1079 ***********************************************************************
 BV1079  DESIGNATION -  98 V 169
 BV1079  PID         -  BV1079
 BV1079  STATE/COUNTY-  MS/GREENE
 BV1079  USGS QUAD   -  MC LAIN (1982)
 BV1079
 BV1079                         *CURRENT SURVEY CONTROL
 BV1079  ___________________________________________________________________
 BV1079* NAD 83(1986)-  31 06 07.     (N)    088 49 15.     (W)     SCALED    
 BV1079* NAVD 88     -        22.403  (meters)      73.50   (feet)  ADJUSTED  
 BV1079  ___________________________________________________________________
 BV1079  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BV1079  DYNAMIC HT  -          22.375 (meters)      73.41  (feet)  COMP
 BV1079  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 BV1079
 BV1079  VERT ORDER  -  SECOND    CLASS II
 BV1079
 BV1079.The horizontal coordinates were scaled from a topographic map and have
 BV1079.an estimated accuracy of +/- 6 seconds.
 BV1079
 BV1079.The orthometric height was determined by differential leveling
 BV1079.and adjusted in May 1996.
 BV1079
 BV1079.The geoid height was determined by GEOID03.
 BV1079
 BV1079.The dynamic height is computed by dividing the NAVD 88
 BV1079.geopotential number by the normal gravity value computed on the
 BV1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1079.degrees latitude (g = 980.6199 gals.).
 BV1079
 BV1079.The modeled gravity was interpolated from observed gravity values.
 BV1079
 BV1079;                    North         East    Units  Estimated Accuracy
 BV1079;SPC MS E     -   177,580.      301,190.      MT  (+/- 180 meters Scaled)
 BV1079
 BV1079                          SUPERSEDED SURVEY CONTROL
 BV1079
 BV1079  NGVD 29 (??/??/92)   22.421  (m)           73.56   (f) ADJ UNCH    2 2
 BV1079
 BV1079.Superseded values are not recommended for survey control.
 BV1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1079.See file dsdata.txt to determine how the superseded data were derived.
 BV1079
 BV1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV263423(NAD 83)
 BV1079_MARKER: DD = SURVEY DISK
 BV1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1079_STAMPING: BM 98V 169 1976
 BV1079_MARK LOGO: MSHD  
 BV1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1079+STABILITY: SURFACE MOTION
 BV1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1079+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BV1079
 BV1079  HISTORY     - Date     Condition        Report By
 BV1079  HISTORY     - 1976     MONUMENTED       MSHD
 BV1079  HISTORY     - 20080201 GOOD             MSDOT
 BV1079  HISTORY     - 20080418 GOOD             MSDOT
 BV1079
 BV1079                          STATION DESCRIPTION
 BV1079
 BV1079'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1079'LOCATED 0.55 MILE (0.89 KM) SOUTHEAST OF MCLAIN NEAR THE NORTH CORNER
 BV1079'OF A CYCLONE FENCE AROUND A POWER SUB-STATION, 0.2 MILE (0.3 KM)
 BV1079'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 57 LEADING SOUTH AND US
 BV1079'HIGHWAY 98 IN THE SOUTHWEST 1/4 OF SEC 29, T 2N, R 8W.  IT IS 98.2
 BV1079'FEET (29.9 M) NORTHEAST OF THE CENTER OF HIGHWAY 98, 1 FOOT (0.3 M)
 BV1079'NORTH OF A FENCE CORNER, 1 FOOT (0.3 M) WEST OF A METAL WITNESS POST
 BV1079'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET (0.6 M) BELOW
 BV1079'THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM
 BV1079'THE US POST OFFICE IN MCLAIN GO SOUTHEAST ON US HIGHWAY 98 FOR 0.55
 BV1079'MILE (0.89 KM) TO THE MARK ON THE LEFT.
 BV1079
 BV1079                          STATION RECOVERY (2008)
 BV1079
 BV1079'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1079'RECOVERED IN GOOD CONDITION.
 BV1079
 BV1079                          STATION RECOVERY (2008)
 BV1079
 BV1079'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV1079'CHANGES IN THE DESCRIPTION ARE AS FOLLOWS.  U.S. HWY. 98 MENTIONED IN
 BV1079'THE PREVIOUS DESCRIPTION IS NOW DESIGNATED HWY. 198 OR MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0906 ***********************************************************************
 BW0906  DESIGNATION -  98 V 17
 BW0906  PID         -  BW0906
 BW0906  STATE/COUNTY-  MS/ADAMS
 BW0906  USGS QUAD   -  CRANFIELD (1988)
 BW0906
 BW0906                         *CURRENT SURVEY CONTROL
 BW0906  ___________________________________________________________________
 BW0906* NAD 83(1986)-  31 33 03.     (N)    091 11 33.     (W)     SCALED    
 BW0906* NAVD 88     -       118.848  (meters)     389.92   (feet)  ADJUSTED  
 BW0906  ___________________________________________________________________
 BW0906  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0906  DYNAMIC HT  -         118.703 (meters)     389.44  (feet)  COMP
 BW0906  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 BW0906
 BW0906  VERT ORDER  -  SECOND    CLASS 0
 BW0906
 BW0906.The horizontal coordinates were scaled from a topographic map and have
 BW0906.an estimated accuracy of +/- 6 seconds.
 BW0906
 BW0906.The orthometric height was determined by differential leveling
 BW0906.and adjusted in February 1994.
 BW0906
 BW0906.The geoid height was determined by GEOID03.
 BW0906
 BW0906.The dynamic height is computed by dividing the NAVD 88
 BW0906.geopotential number by the normal gravity value computed on the
 BW0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0906.degrees latitude (g = 980.6199 gals.).
 BW0906
 BW0906.The modeled gravity was interpolated from observed gravity values.
 BW0906
 BW0906;                    North         East    Units  Estimated Accuracy
 BW0906;SPC MS W     -   227,670.      618,420.      MT  (+/- 180 meters Scaled)
 BW0906
 BW0906                          SUPERSEDED SURVEY CONTROL
 BW0906
 BW0906  NAVD 88 (06/15/91)  118.873  (m)          390.00   (f) UNKNOWN     2 0
 BW0906  NGVD 29 (??/??/??)  118.856  (m)          389.95   (f) ADJUSTED    2 0
 BW0906
 BW0906.Superseded values are not recommended for survey control.
 BW0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0906.See file dsdata.txt to determine how the superseded data were derived.
 BW0906
 BW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ715920(NAD 83)
 BW0906_MARKER: DD = SURVEY DISK
 BW0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0906_STAMPING: BM 98V-17 1967
 BW0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0906+STABILITY: SURFACE MOTION
 BW0906
 BW0906  HISTORY     - Date     Condition        Report By
 BW0906  HISTORY     - 1967     MONUMENTED       MSHD
 BW0906  HISTORY     - 1968     GOOD             MSHD
 BW0906
 BW0906                          STATION DESCRIPTION
 BW0906
 BW0906'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0906'6.5 MI SE FROM WASHINGTON.
 BW0906'THE MARK IS LOCATED 6.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0906'WAHINGTON ON THE GROUNDS OF THE CRANFIELD BAPTIST CHURCH NEAR THE
 BW0906'SOUTHEAST CORNER OF THE FENCE AROUND THE CEMETERY, 8.2 MILES NORTHWEST
 BW0906'OF ROXIE.  IT IS 61.5 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 98
 BW0906'AND 84, 9.5 FEET WEST OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE,
 BW0906'40.5 FEET NORTHEAST OF A TELEPHONE LINE POLE, 88 FEET WEST-SOUTHWEST
 BW0906'OF THE SOUTHWEST CORNER OF THE CHURCH, 1 FOOT SOUTH OF THE EXTENDED
 BW0906'SOUTH WALL OF THE CHURCH, 1.5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF
 BW0906'A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0906'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS 1 INCH BELOW THE
 BW0906'SURFACE OF THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S.
 BW0906'HIGHWAY 98, 84, AND 61 IN WASHINGTON GO SOUTHEAST ON U.S. HIGHWAY 98
 BW0906'AND 84 FOR 7.3 MILES TO A CHURCH AND THE MARK ON THE LEFT AS
 BW0906'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1080 ***********************************************************************
 BV1080  DESIGNATION -  98 V 170
 BV1080  PID         -  BV1080
 BV1080  STATE/COUNTY-  MS/GREENE
 BV1080  USGS QUAD   -  MC LAIN (1982)
 BV1080
 BV1080                         *CURRENT SURVEY CONTROL
 BV1080  ___________________________________________________________________
 BV1080* NAD 83(1986)-  31 06 08.     (N)    088 48 34.     (W)     SCALED    
 BV1080* NAVD 88     -        25.237  (meters)      82.80   (feet)  ADJUSTED  
 BV1080  ___________________________________________________________________
 BV1080  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BV1080  DYNAMIC HT  -          25.205 (meters)      82.69  (feet)  COMP
 BV1080  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 BV1080
 BV1080  VERT ORDER  -  SECOND    CLASS II
 BV1080
 BV1080.The horizontal coordinates were scaled from a topographic map and have
 BV1080.an estimated accuracy of +/- 6 seconds.
 BV1080
 BV1080.The orthometric height was determined by differential leveling
 BV1080.and adjusted in May 1996.
 BV1080
 BV1080.The geoid height was determined by GEOID03.
 BV1080
 BV1080.The dynamic height is computed by dividing the NAVD 88
 BV1080.geopotential number by the normal gravity value computed on the
 BV1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1080.degrees latitude (g = 980.6199 gals.).
 BV1080
 BV1080.The modeled gravity was interpolated from observed gravity values.
 BV1080
 BV1080;                    North         East    Units  Estimated Accuracy
 BV1080;SPC MS E     -   177,610.      302,280.      MT  (+/- 180 meters Scaled)
 BV1080
 BV1080                          SUPERSEDED SURVEY CONTROL
 BV1080
 BV1080  NGVD 29 (??/??/92)   25.253  (m)           82.85   (f) ADJ UNCH    2 2
 BV1080
 BV1080.Superseded values are not recommended for survey control.
 BV1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1080.See file dsdata.txt to determine how the superseded data were derived.
 BV1080
 BV1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV274423(NAD 83)
 BV1080_MARKER: DD = SURVEY DISK
 BV1080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1080_SP_SET: BRIDGE ABUTMENT
 BV1080_STAMPING: BM 98V 190 1976
 BV1080_MARK LOGO: MSHD  
 BV1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1080
 BV1080  HISTORY     - Date     Condition        Report By
 BV1080  HISTORY     - 1976     MONUMENTED       MSHD
 BV1080  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1080
 BV1080                          STATION DESCRIPTION
 BV1080
 BV1080'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1080'LOCATED 1.1 MILES (1.8 KM) SOUTHEAST OF MCLAIN IN THE SOUTHWEST END OF
 BV1080'THE BRIDGE OVER LEAF RIVER, 1.7 MILES (2.7 KM) WEST OF THE JUNCTION
 BV1080'OF STATE HIGHWAY 57 AND US HIGHWAY 98 IN THE SOUTHEAST 1/4 OF SEC 29,
 BV1080'T 2N, R 8W.  IT IS 16 FEET (4.9 M) NORTHWEST OF THE CENTER OF HIGHWAY
 BV1080'98, 2 FEET (0.6 M) NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE
 BV1080'IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE CONCRETE BRIDGE
 BV1080'OVER LEAF RIVER AND IS ABOUT LEVEL WITH THE HIGHWAY.  TO REACH FROM
 BV1080'THE US POST OFFICE IN MCLAIN GO SOUTHEAST ON US HIGHWAY 98 FOR 1.3
 BV1080'MILES (2.1 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.
 BV1080
 BV1080                          STATION RECOVERY (2008)
 BV1080
 BV1080'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1080'BRIDGE HAS BEEN RAISED, MARK POSSIBLY DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1082 ***********************************************************************
 BV1082  DESIGNATION -  98 V 171
 BV1082  PID         -  BV1082
 BV1082  STATE/COUNTY-  MS/GREENE
 BV1082  USGS QUAD   -  MC LAIN (1982)
 BV1082
 BV1082                         *CURRENT SURVEY CONTROL
 BV1082  ___________________________________________________________________
 BV1082* NAD 83(1986)-  31 06 16.     (N)    088 48 20.     (W)     SCALED    
 BV1082* NAVD 88     -        24.204  (meters)      79.41   (feet)  ADJUSTED  
 BV1082  ___________________________________________________________________
 BV1082  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BV1082  DYNAMIC HT  -          24.173 (meters)      79.31  (feet)  COMP
 BV1082  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 BV1082
 BV1082  VERT ORDER  -  SECOND    CLASS II
 BV1082
 BV1082.The horizontal coordinates were scaled from a topographic map and have
 BV1082.an estimated accuracy of +/- 6 seconds.
 BV1082
 BV1082.The orthometric height was determined by differential leveling
 BV1082.and adjusted in May 1996.
 BV1082
 BV1082.The geoid height was determined by GEOID03.
 BV1082
 BV1082.The dynamic height is computed by dividing the NAVD 88
 BV1082.geopotential number by the normal gravity value computed on the
 BV1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1082.degrees latitude (g = 980.6199 gals.).
 BV1082
 BV1082.The modeled gravity was interpolated from observed gravity values.
 BV1082
 BV1082;                    North         East    Units  Estimated Accuracy
 BV1082;SPC MS E     -   177,860.      302,650.      MT  (+/- 180 meters Scaled)
 BV1082
 BV1082                          SUPERSEDED SURVEY CONTROL
 BV1082
 BV1082  NGVD 29 (??/??/92)   24.220  (m)           79.46   (f) ADJ UNCH    2 2
 BV1082
 BV1082.Superseded values are not recommended for survey control.
 BV1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1082.See file dsdata.txt to determine how the superseded data were derived.
 BV1082
 BV1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV278425(NAD 83)
 BV1082_MARKER: DD = SURVEY DISK
 BV1082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1082_SP_SET: BRIDGE ABUTMENT
 BV1082_STAMPING: BM 98V 171 1976
 BV1082_MARK LOGO: MSHD  
 BV1082_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1082
 BV1082  HISTORY     - Date     Condition        Report By
 BV1082  HISTORY     - 1976     MONUMENTED       MSHD
 BV1082  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1082
 BV1082                          STATION DESCRIPTION
 BV1082
 BV1082'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1082'LOCATED 1.4 MILES (2.3 KM) SOUTHEAST OF MCLAIN IN THE NORTHEAST END OF
 BV1082'THE BRIDGE OVER LEAF RIVER, 1.3 MILES (2.1 KM) WEST OF THE JUNCTION
 BV1082'OF STATE HIGHWAY 57 AND US HIGHWAY 98 IN THE SOUTHWEST 1/4 OF SEC 28,
 BV1082'T 2N, R 8W.  IT IS 15 FEET (4.6 M) SOUTHEAST OF THE CENTER OF
 BV1082'HIGHWAY, 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST SET IN A DRILL
 BV1082'HOLE IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE BRIDGE
 BV1082'OVER LEAF RIVER AND IS LEVEL WITH THE HIGHWAY.  TO REACH FROM THE US
 BV1082'POST OFFICE IN MCLAIN GO SOUTHEAST ON US HIGHWAY 98 FOR 1.7 MILES
 BV1082'(2.7 KM) TO THE NORTHEAST END OF THE BRIDGE AND THE MARK ON THE LEFT.
 BV1082
 BV1082                          STATION RECOVERY (2008)
 BV1082
 BV1082'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1082'BRIDGE HAS BEEN RAISED, MARK POSSIBLY DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1081 ***********************************************************************
 BV1081  DESIGNATION -  98 V 172
 BV1081  PID         -  BV1081
 BV1081  STATE/COUNTY-  MS/GREENE
 BV1081  USGS QUAD   -  MC LAIN (1982)
 BV1081
 BV1081                         *CURRENT SURVEY CONTROL
 BV1081  ___________________________________________________________________
 BV1081* NAD 83(1986)-  31 06 31.     (N)    088 47 33.     (W)     SCALED    
 BV1081* NAVD 88     -        25.119  (meters)      82.41   (feet)  ADJUSTED  
 BV1081  ___________________________________________________________________
 BV1081  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BV1081  DYNAMIC HT  -          25.088 (meters)      82.31  (feet)  COMP
 BV1081  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 BV1081
 BV1081  VERT ORDER  -  SECOND    CLASS II
 BV1081
 BV1081.The horizontal coordinates were scaled from a topographic map and have
 BV1081.an estimated accuracy of +/- 6 seconds.
 BV1081
 BV1081.The orthometric height was determined by differential leveling
 BV1081.and adjusted in May 1996.
 BV1081
 BV1081.The geoid height was determined by GEOID03.
 BV1081
 BV1081.The dynamic height is computed by dividing the NAVD 88
 BV1081.geopotential number by the normal gravity value computed on the
 BV1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1081.degrees latitude (g = 980.6199 gals.).
 BV1081
 BV1081.The modeled gravity was interpolated from observed gravity values.
 BV1081
 BV1081;                    North         East    Units  Estimated Accuracy
 BV1081;SPC MS E     -   178,320.      303,900.      MT  (+/- 180 meters Scaled)
 BV1081
 BV1081                          SUPERSEDED SURVEY CONTROL
 BV1081
 BV1081  NGVD 29 (??/??/92)   25.134  (m)           82.46   (f) ADJ UNCH    2 2
 BV1081
 BV1081.Superseded values are not recommended for survey control.
 BV1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1081.See file dsdata.txt to determine how the superseded data were derived.
 BV1081
 BV1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV290430(NAD 83)
 BV1081_MARKER: DD = SURVEY DISK
 BV1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1081_STAMPING: BM 98V 172 1976
 BV1081_MARK LOGO: MSHD  
 BV1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1081+STABILITY: SURFACE MOTION
 BV1081
 BV1081  HISTORY     - Date     Condition        Report By
 BV1081  HISTORY     - 1976     MONUMENTED       MSHD
 BV1081  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1081
 BV1081                          STATION DESCRIPTION
 BV1081
 BV1081'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1081'LOCATED 2 MILES (3.2 KM) SOUTHEAST OF MCLAIN NEAR THE NORTH RIGHT OF
 BV1081'WAY OF US HIGHWAY 98, 0.55 MILE (0.89 KM) WEST OF THE JUNCTION OF
 BV1081'STATE HIGHWAY 57 AND US HIGHWAY 98 IN THE NORTHEAST 1/4 OF SEC 28, T
 BV1081'2N, R 8W.  IT IS 55.5 FEET (16.9 M) NORTH OF THE CENTER OF HIGHWAY
 BV1081'98, 53 FEET (16.2 M) WEST OF THE CENTER OF A DRIVE LEADING INTO THE
 BV1081'WOODS, 1 FOOT (0.3 M) SOUTH OF A METAL WITNESS POST SET IN THE TOP OF
 BV1081'A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2
 BV1081'INCHES.  TO REACH FROM THE US POST OFFICE IN MCLAIN GO SOUTHEAST ON
 BV1081'US HIGHWAY 98 FOR 1.7 MILES (2.7 KM) TO THE EAST END OF THE BRIDGE
 BV1081'OVER THE LEAF RIVER, CONTINUE EAST ON US HIGHWAY 98 FOR 0.75 MILE
 BV1081'(1.21 KM) TO THE MARK ON THE LEFT.
 BV1081
 BV1081                          STATION RECOVERY (2008)
 BV1081
 BV1081'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1083 ***********************************************************************
 BV1083  DESIGNATION -  98 V 173
 BV1083  PID         -  BV1083
 BV1083  STATE/COUNTY-  MS/GREENE
 BV1083  USGS QUAD   -  MC LAIN (1982)
 BV1083
 BV1083                         *CURRENT SURVEY CONTROL
 BV1083  ___________________________________________________________________
 BV1083* NAD 83(1986)-  31 06 25.     (N)    088 46 58.     (W)     SCALED    
 BV1083* NAVD 88     -        22.141  (meters)      72.64   (feet)  ADJUSTED  
 BV1083  ___________________________________________________________________
 BV1083  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BV1083  DYNAMIC HT  -          22.113 (meters)      72.55  (feet)  COMP
 BV1083  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 BV1083
 BV1083  VERT ORDER  -  SECOND    CLASS II
 BV1083
 BV1083.The horizontal coordinates were scaled from a topographic map and have
 BV1083.an estimated accuracy of +/- 6 seconds.
 BV1083
 BV1083.The orthometric height was determined by differential leveling
 BV1083.and adjusted in May 1996.
 BV1083
 BV1083.The geoid height was determined by GEOID03.
 BV1083
 BV1083.The dynamic height is computed by dividing the NAVD 88
 BV1083.geopotential number by the normal gravity value computed on the
 BV1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1083.degrees latitude (g = 980.6199 gals.).
 BV1083
 BV1083.The modeled gravity was interpolated from observed gravity values.
 BV1083
 BV1083;                    North         East    Units  Estimated Accuracy
 BV1083;SPC MS E     -   178,130.      304,820.      MT  (+/- 180 meters Scaled)
 BV1083
 BV1083                          SUPERSEDED SURVEY CONTROL
 BV1083
 BV1083  NGVD 29 (??/??/92)   22.155  (m)           72.69   (f) ADJ UNCH    2 2
 BV1083
 BV1083.Superseded values are not recommended for survey control.
 BV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1083.See file dsdata.txt to determine how the superseded data were derived.
 BV1083
 BV1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV299428(NAD 83)
 BV1083_MARKER: DD = SURVEY DISK
 BV1083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1083_SP_SET: CULVERT HEADWALL
 BV1083_STAMPING: BM 98V 173 1976
 BV1083_MARK LOGO: MSHD  
 BV1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1083+STABILITY: SURFACE MOTION
 BV1083
 BV1083  HISTORY     - Date     Condition        Report By
 BV1083  HISTORY     - 1976     MONUMENTED       MSHD
 BV1083  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1083
 BV1083                          STATION DESCRIPTION
 BV1083
 BV1083'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1083'LOCATED 2.9 MILES (4.7 KM) SOUTHEAST OF MCLAIN IN A CULVERT NEAR THE
 BV1083'CENTER OF SEC 27, T 2N, R 8W.  IT IS 28 FEET (8.5 M) NORTH OF THE
 BV1083'CENTER OF HIGHWAY 98, 1 FOOT (0.3 M) EAST OF A METAL WITNESS POST SET
 BV1083'IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 24 INCH
 BV1083'CONCRETE PIPE CULVERT AND IS ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF
 BV1083'THE HIGHWAY.  TO REACH FROM THE US POST OFFICE IN MCLAIN GO SOUTHEAST
 BV1083'ON US HIGHWAY 98 FOR 3 MILES (4.8 KM) TO THE JUNCTION OF STATE
 BV1083'HIGHWAY 57, CONTINUE SOUTHEAST ON US HIGHWAY 98 FOR 0.4 MILE
 BV1083'(0.6 KM) TO THE CULVERT AND THE MARK ON THE LEFT.
 BV1083
 BV1083                          STATION RECOVERY (2008)
 BV1083
 BV1083'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1084 ***********************************************************************
 BV1084  DESIGNATION -  98 V 174
 BV1084  PID         -  BV1084
 BV1084  STATE/COUNTY-  MS/GREENE
 BV1084  USGS QUAD   -  MC LAIN (1982)
 BV1084
 BV1084                         *CURRENT SURVEY CONTROL
 BV1084  ___________________________________________________________________
 BV1084* NAD 83(1986)-  31 05 51.     (N)    088 46 03.     (W)     SCALED    
 BV1084* NAVD 88     -        43.028  (meters)     141.17   (feet)  ADJUSTED  
 BV1084  ___________________________________________________________________
 BV1084  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BV1084  DYNAMIC HT  -          42.974 (meters)     140.99  (feet)  COMP
 BV1084  MODELED GRAV-     979,389.8   (mgal)                       NAVD 88
 BV1084
 BV1084  VERT ORDER  -  SECOND    CLASS II
 BV1084
 BV1084.The horizontal coordinates were scaled from a topographic map and have
 BV1084.an estimated accuracy of +/- 6 seconds.
 BV1084
 BV1084.The orthometric height was determined by differential leveling
 BV1084.and adjusted in May 1996.
 BV1084
 BV1084.The geoid height was determined by GEOID03.
 BV1084
 BV1084.The dynamic height is computed by dividing the NAVD 88
 BV1084.geopotential number by the normal gravity value computed on the
 BV1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1084.degrees latitude (g = 980.6199 gals.).
 BV1084
 BV1084.The modeled gravity was interpolated from observed gravity values.
 BV1084
 BV1084;                    North         East    Units  Estimated Accuracy
 BV1084;SPC MS E     -   177,090.      306,280.      MT  (+/- 180 meters Scaled)
 BV1084
 BV1084                          SUPERSEDED SURVEY CONTROL
 BV1084
 BV1084  NGVD 29 (??/??/92)   43.039  (m)          141.20   (f) ADJ UNCH    2 2
 BV1084
 BV1084.Superseded values are not recommended for survey control.
 BV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1084.See file dsdata.txt to determine how the superseded data were derived.
 BV1084
 BV1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV314417(NAD 83)
 BV1084_MARKER: DD = SURVEY DISK
 BV1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1084_STAMPING: BM 98V 174 1976
 BV1084_MARK LOGO: MSHD  
 BV1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1084+STABILITY: SURFACE MOTION
 BV1084
 BV1084  HISTORY     - Date     Condition        Report By
 BV1084  HISTORY     - 1976     MONUMENTED       MSHD
 BV1084  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1084
 BV1084                          STATION DESCRIPTION
 BV1084
 BV1084'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1084'LOCATED 3.7 MILES (6.0 KM) SOUTHEAST OF MCLAIN NEAR THE NORTHEAST
 BV1084'RIGHT OF WAY OF US HIGHWAY 98, 0.5 MILE (0.8 KM) WEST OF A SIDE ROAD
 BV1084'LEADING NORTH IN THE NORTHWEST 1/4 OF SEC 35, T 1N, R 8W.  IT IS
 BV1084'141.5 FEET (43.1 M) SOUTHEAST OF A POWER POLE, 66 FEET (20.1 M)
 BV1084'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 98, 30 FEET (9.1 M)
 BV1084'NORTH-NORTHWEST OF A 15 INCH PINE, 2 FEET (0.6 M) WEST OF A METAL
 BV1084'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 BV1084'THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE US POST OFFICE
 BV1084'IN MCLAIN GO SOUTHEAST ON US HIGHWAY 98 FOR 3 MILES (4.8 KM) TO THE
 BV1084'JUNCTION OF STATE HIGHWAY 57, CONTINUE SOUTHEAST ON US HIGHWAY 98 FOR
 BV1084'1.3 MILES (2.1 KM) TO THE MARK ON THE LEFT.
 BV1084
 BV1084                          STATION RECOVERY (2008)
 BV1084
 BV1084'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1085 ***********************************************************************
 BV1085  DESIGNATION -  98 V 175
 BV1085  PID         -  BV1085
 BV1085  STATE/COUNTY-  MS/GREENE
 BV1085  USGS QUAD   -  MC LAIN (1982)
 BV1085
 BV1085                         *CURRENT SURVEY CONTROL
 BV1085  ___________________________________________________________________
 BV1085* NAD 83(1986)-  31 05 05.     (N)    088 45 25.     (W)     SCALED    
 BV1085* NAVD 88     -        21.840  (meters)      71.65   (feet)  ADJUSTED  
 BV1085  ___________________________________________________________________
 BV1085  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BV1085  DYNAMIC HT  -          21.813 (meters)      71.56  (feet)  COMP
 BV1085  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 BV1085
 BV1085  VERT ORDER  -  SECOND    CLASS II
 BV1085
 BV1085.The horizontal coordinates were scaled from a topographic map and have
 BV1085.an estimated accuracy of +/- 6 seconds.
 BV1085
 BV1085.The orthometric height was determined by differential leveling
 BV1085.and adjusted in May 1996.
 BV1085
 BV1085.The geoid height was determined by GEOID03.
 BV1085
 BV1085.The dynamic height is computed by dividing the NAVD 88
 BV1085.geopotential number by the normal gravity value computed on the
 BV1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1085.degrees latitude (g = 980.6199 gals.).
 BV1085
 BV1085.The modeled gravity was interpolated from observed gravity values.
 BV1085
 BV1085;                    North         East    Units  Estimated Accuracy
 BV1085;SPC MS E     -   175,670.      307,290.      MT  (+/- 180 meters Scaled)
 BV1085
 BV1085                          SUPERSEDED SURVEY CONTROL
 BV1085
 BV1085  NGVD 29 (??/??/92)   21.852  (m)           71.69   (f) ADJ UNCH    2 2
 BV1085
 BV1085.Superseded values are not recommended for survey control.
 BV1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1085.See file dsdata.txt to determine how the superseded data were derived.
 BV1085
 BV1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV324403(NAD 83)
 BV1085_MARKER: DD = SURVEY DISK
 BV1085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1085_SP_SET: BRIDGE ABUTMENT
 BV1085_STAMPING: BM 98 V 175 1976
 BV1085_MARK LOGO: MSHD  
 BV1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1085+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 BV1085
 BV1085  HISTORY     - Date     Condition        Report By
 BV1085  HISTORY     - UNK      MONUMENTED
 BV1085  HISTORY     - 19930331 SEE DESCRIPTION  MSHD
 BV1085
 BV1085                          STATION DESCRIPTION
 BV1085
 BV1085'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1085'MARK WAS RECOVERED IN GOOD CONDITION, BUT GOING TO BE DESTROYED BY
 BV1085'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 BV1085'98 V 175 RESET 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1868 ***********************************************************************
 BV1868  DESIGNATION -  98 V 175 RESET
 BV1868  PID         -  BV1868
 BV1868  STATE/COUNTY-  MS/GREENE
 BV1868  USGS QUAD   -  MC LAIN (1982)
 BV1868
 BV1868                         *CURRENT SURVEY CONTROL
 BV1868  ___________________________________________________________________
 BV1868* NAD 83(1986)-  31 05 05.     (N)    088 45 25.     (W)     SCALED    
 BV1868* NAVD 88     -        20.89   (meters)      68.5    (feet)  RESET     
 BV1868  ___________________________________________________________________
 BV1868  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BV1868  VERT ORDER  -  THIRD
 BV1868
 BV1868.The horizontal coordinates were scaled from a topographic map and have
 BV1868.an estimated accuracy of +/- 6 seconds.
 BV1868
 BV1868.The orthometric height was computed from unverified reset data.
 BV1868.No vertical observational check was made to the station.
 BV1868
 BV1868.The geoid height was determined by GEOID03.
 BV1868
 BV1868;                    North         East    Units  Estimated Accuracy
 BV1868;SPC MS E     -   175,670.      307,290.      MT  (+/- 180 meters Scaled)
 BV1868
 BV1868                          SUPERSEDED SURVEY CONTROL
 BV1868
 BV1868  NGVD 29 (08/12/04)   20.90   (m)           68.6    (f) RESET       3  
 BV1868
 BV1868.Superseded values are not recommended for survey control.
 BV1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1868.See file dsdata.txt to determine how the superseded data were derived.
 BV1868
 BV1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV324403(NAD 83)
 BV1868_MARKER: DD = SURVEY DISK
 BV1868_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1868_SP_SET: BRIDGE ABUTMENT
 BV1868_STAMPING: BM 98 V 175 RESET 1993
 BV1868_MARK LOGO: MSHD  
 BV1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1868+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BV1868
 BV1868  HISTORY     - Date     Condition        Report By
 BV1868  HISTORY     - 1993     MONUMENTED       MSHD
 BV1868
 BV1868                          STATION DESCRIPTION
 BV1868
 BV1868'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1868'3.0 MI (4.8 KM) SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BV1868'IN MC LAIN TO THE JUNCTION ON STATE HIGHWAY 57, CONTINUE SOUTHEAST ON
 BV1868'U.S. HIGHWAY 98 FOR 2.2 MI (3.5 KM) TO SOUTH END OF BRIDGE AND MARK
 BV1868'ON THE LEFT, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 BV1868'BRIDGE, IN THE NORTHEAST QUARTER OF SECTION 2, T 1 N, R 8 W, 33.5 FT
 BV1868'(10.2 M) EAST OF THE CENTERLINE OF BRIDGE AND ABOUT 4.O FT BELOW THE
 BV1868'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1086 ***********************************************************************
 BV1086  DESIGNATION -  98 V 176
 BV1086  PID         -  BV1086
 BV1086  STATE/COUNTY-  MS/GREENE
 BV1086  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1086
 BV1086                         *CURRENT SURVEY CONTROL
 BV1086  ___________________________________________________________________
 BV1086* NAD 83(1986)-  31 04 26.     (N)    088 44 42.     (W)     SCALED    
 BV1086* NAVD 88     -        22.768  (meters)      74.70   (feet)  ADJUSTED  
 BV1086  ___________________________________________________________________
 BV1086  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BV1086  DYNAMIC HT  -          22.739 (meters)      74.60  (feet)  COMP
 BV1086  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 BV1086
 BV1086  VERT ORDER  -  SECOND    CLASS II
 BV1086
 BV1086.The horizontal coordinates were scaled from a topographic map and have
 BV1086.an estimated accuracy of +/- 6 seconds.
 BV1086
 BV1086.The orthometric height was determined by differential leveling
 BV1086.and adjusted in May 1996.
 BV1086
 BV1086.The geoid height was determined by GEOID03.
 BV1086
 BV1086.The dynamic height is computed by dividing the NAVD 88
 BV1086.geopotential number by the normal gravity value computed on the
 BV1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1086.degrees latitude (g = 980.6199 gals.).
 BV1086
 BV1086.The modeled gravity was interpolated from observed gravity values.
 BV1086
 BV1086;                    North         East    Units  Estimated Accuracy
 BV1086;SPC MS E     -   174,470.      308,430.      MT  (+/- 180 meters Scaled)
 BV1086
 BV1086                          SUPERSEDED SURVEY CONTROL
 BV1086
 BV1086  NGVD 29 (??/??/92)   22.778  (m)           74.73   (f) ADJ UNCH    2 2
 BV1086
 BV1086.Superseded values are not recommended for survey control.
 BV1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1086.See file dsdata.txt to determine how the superseded data were derived.
 BV1086
 BV1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV335390(NAD 83)
 BV1086_MARKER: DD = SURVEY DISK
 BV1086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV1086_SP_SET: CULVERT
 BV1086_STAMPING: BM 98 V 176 1976
 BV1086_MARK LOGO: MSHD  
 BV1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1086+STABILITY: SURFACE MOTION
 BV1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1086+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 BV1086
 BV1086  HISTORY     - Date     Condition        Report By
 BV1086  HISTORY     - UNK      MONUMENTED
 BV1086  HISTORY     - 19930331 SEE DESCRIPTION  MSHD
 BV1086
 BV1086                          STATION DESCRIPTION
 BV1086
 BV1086'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1086'MARK WAS RECOVERED IN GOOD CONDITION, BUT GOING TO BE DESTROYED BY
 BV1086'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 BV1086'98 V 176 RESET 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1869 ***********************************************************************
 BV1869  DESIGNATION -  98 V 176 RESET
 BV1869  PID         -  BV1869
 BV1869  STATE/COUNTY-  MS/GREENE
 BV1869  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1869
 BV1869                         *CURRENT SURVEY CONTROL
 BV1869  ___________________________________________________________________
 BV1869* NAD 83(1986)-  31 04 26.     (N)    088 44 42.     (W)     SCALED    
 BV1869* NAVD 88     -        25.64   (meters)      84.1    (feet)  RESET     
 BV1869  ___________________________________________________________________
 BV1869  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BV1869  VERT ORDER  -  THIRD
 BV1869
 BV1869.The horizontal coordinates were scaled from a topographic map and have
 BV1869.an estimated accuracy of +/- 6 seconds.
 BV1869
 BV1869.The orthometric height was computed from unverified reset data.
 BV1869.No vertical observational check was made to the station.
 BV1869
 BV1869.The geoid height was determined by GEOID03.
 BV1869
 BV1869;                    North         East    Units  Estimated Accuracy
 BV1869;SPC MS E     -   174,470.      308,430.      MT  (+/- 180 meters Scaled)
 BV1869
 BV1869                          SUPERSEDED SURVEY CONTROL
 BV1869
 BV1869  NGVD 29 (08/12/04)   25.65   (m)           84.2    (f) RESET       3  
 BV1869
 BV1869.Superseded values are not recommended for survey control.
 BV1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1869.See file dsdata.txt to determine how the superseded data were derived.
 BV1869
 BV1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV335390(NAD 83)
 BV1869_MARKER: DD = SURVEY DISK
 BV1869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1869_SP_SET: BRIDGE ABUTMENT
 BV1869_STAMPING: 98 V 176 RESET 1993
 BV1869_MARK LOGO: MSHD  
 BV1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1869+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BV1869
 BV1869  HISTORY     - Date     Condition        Report By
 BV1869  HISTORY     - 1993     MONUMENTED       MSHD
 BV1869
 BV1869                          STATION DESCRIPTION
 BV1869
 BV1869'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1869'3.0 MI (4.8 KM) SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BV1869'IN MC LAIN TO THE JUNCTION ON STATE HIGHWAY 57, CONTINUE SOUTHEAST ON
 BV1869'U.S. HIGHWAY 98 FOR 3.2 MI (5.1 KM) TO SOUTH END OF BRIDGE AND MARK
 BV1869'ON THE LEFT, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 BV1869'BRIDGE, IN THE NORTHEAST QUARTER OF SECTION 1, T 1 N, R 8 W, 33.5 FT
 BV1869'(10.2 M) EAST OF THE CENTERLINE OF BRIDGE AND ABOUT 4.O FT BELOW THE
 BV1869'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1087 ***********************************************************************
 BV1087  DESIGNATION -  98 V 177
 BV1087  PID         -  BV1087
 BV1087  STATE/COUNTY-  MS/GREENE
 BV1087  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1087
 BV1087                         *CURRENT SURVEY CONTROL
 BV1087  ___________________________________________________________________
 BV1087* NAD 83(1986)-  31 03 56.     (N)    088 44 14.     (W)     SCALED    
 BV1087* NAVD 88     -        29.006  (meters)      95.16   (feet)  ADJUSTED  
 BV1087  ___________________________________________________________________
 BV1087  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BV1087  DYNAMIC HT  -          28.969 (meters)      95.04  (feet)  COMP
 BV1087  MODELED GRAV-     979,381.1   (mgal)                       NAVD 88
 BV1087
 BV1087  VERT ORDER  -  SECOND    CLASS II
 BV1087
 BV1087.The horizontal coordinates were scaled from a topographic map and have
 BV1087.an estimated accuracy of +/- 6 seconds.
 BV1087
 BV1087.The orthometric height was determined by differential leveling
 BV1087.and adjusted in May 1996.
 BV1087
 BV1087.The geoid height was determined by GEOID03.
 BV1087
 BV1087.The dynamic height is computed by dividing the NAVD 88
 BV1087.geopotential number by the normal gravity value computed on the
 BV1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1087.degrees latitude (g = 980.6199 gals.).
 BV1087
 BV1087.The modeled gravity was interpolated from observed gravity values.
 BV1087
 BV1087;                    North         East    Units  Estimated Accuracy
 BV1087;SPC MS E     -   173,550.      309,170.      MT  (+/- 180 meters Scaled)
 BV1087
 BV1087                          SUPERSEDED SURVEY CONTROL
 BV1087
 BV1087  NGVD 29 (??/??/92)   29.015  (m)           95.19   (f) ADJ UNCH    2 2
 BV1087
 BV1087.Superseded values are not recommended for survey control.
 BV1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1087.See file dsdata.txt to determine how the superseded data were derived.
 BV1087
 BV1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV342381(NAD 83)
 BV1087_MARKER: DD = SURVEY DISK
 BV1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1087_STAMPING: BM 98V 177 1976
 BV1087_MARK LOGO: MSHD  
 BV1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1087+STABILITY: SURFACE MOTION
 BV1087
 BV1087  HISTORY     - Date     Condition        Report By
 BV1087  HISTORY     - 1976     MONUMENTED       MSHD
 BV1087
 BV1087                          STATION DESCRIPTION
 BV1087
 BV1087'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1087'LOCATED 6.2 MILES (10.0 KM) SOUTHEAST OF MCLAIN ON THE NORTHEAST RIGHT
 BV1087'OF WAY OF US HIGHWAY 98, 3.85 MILES (6.20 KM) NORTH OF THE NORTHWEST
 BV1087'END OF THE BRIDGE OVER THE CHICKASAWHAY RIVER IN THE NORTHWEST 1/4 OF
 BV1087'SEC 7, T 1N, R 7W.  IT IS 42.5 FEET (13.0 M) EAST-NORTHEAST OF THE
 BV1087'CENTER OF HIGHWAY 98, 139.5 FEET (42.5 M) NORTH OF THE NORTHEAST
 BV1087'CORNER OF A 10 X 8 FOOT (2.4 M) CONCRETE BOX CULVERT, 2.5 FEET
 BV1087'(0.8 M) NORTHWEST OF A POWER POLE, 2 FEET (0.6 M) WEST OF A METAL
 BV1087'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4 FEET
 BV1087'(1.2 M) BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BV1087'TO REACH FROM THE US POST OFFICE IN MCLAIN GO SOUTHEAST ON US
 BV1087'HIGHWAY 98 FOR 3 MILES (4.8 KM) TO THE JUNCTION OF STATE HIGHWAY 57,
 BV1087'CONTINUE SOUTHEAST ON US HIGHWAY 98 FOR 3.85 MILES (6.20 KM) TO THE
 BV1087'MARK ON THE LEFT (0.25 MILE BEYOND A SIDE ROAD LEADING WEST) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1088 ***********************************************************************
 BV1088  DESIGNATION -  98 V 178
 BV1088  PID         -  BV1088
 BV1088  STATE/COUNTY-  MS/GREENE
 BV1088  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1088
 BV1088                         *CURRENT SURVEY CONTROL
 BV1088  ___________________________________________________________________
 BV1088* NAD 83(1986)-  31 03 14.     (N)    088 43 43.     (W)     SCALED    
 BV1088* NAVD 88     -        56.475  (meters)     185.29   (feet)  ADJUSTED  
 BV1088  ___________________________________________________________________
 BV1088  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BV1088  DYNAMIC HT  -          56.404 (meters)     185.05  (feet)  COMP
 BV1088  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 BV1088
 BV1088  VERT ORDER  -  SECOND    CLASS II
 BV1088
 BV1088.The horizontal coordinates were scaled from a topographic map and have
 BV1088.an estimated accuracy of +/- 6 seconds.
 BV1088
 BV1088.The orthometric height was determined by differential leveling
 BV1088.and adjusted in May 1996.
 BV1088
 BV1088.The geoid height was determined by GEOID03.
 BV1088
 BV1088.The dynamic height is computed by dividing the NAVD 88
 BV1088.geopotential number by the normal gravity value computed on the
 BV1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1088.degrees latitude (g = 980.6199 gals.).
 BV1088
 BV1088.The modeled gravity was interpolated from observed gravity values.
 BV1088
 BV1088;                    North         East    Units  Estimated Accuracy
 BV1088;SPC MS E     -   172,260.      310,000.      MT  (+/- 180 meters Scaled)
 BV1088
 BV1088                          SUPERSEDED SURVEY CONTROL
 BV1088
 BV1088  NGVD 29 (??/??/92)   56.482  (m)          185.31   (f) ADJ UNCH    2 2
 BV1088
 BV1088.Superseded values are not recommended for survey control.
 BV1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1088.See file dsdata.txt to determine how the superseded data were derived.
 BV1088
 BV1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV350368(NAD 83)
 BV1088_MARKER: DD = SURVEY DISK
 BV1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1088_STAMPING: BM 98V 178 1976
 BV1088_MARK LOGO: MSHD  
 BV1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1088+STABILITY: SURFACE MOTION
 BV1088
 BV1088  HISTORY     - Date     Condition        Report By
 BV1088  HISTORY     - 1976     MONUMENTED       MSHD
 BV1088
 BV1088                          STATION DESCRIPTION
 BV1088
 BV1088'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1088'LOCATED 6.8 MILES (10.9 KM) SOUTHEAST OF MCLAIN IN THE NORTHEAST ANGLE
 BV1088'OF THE JUNCTION OF A PRIVATE ROAD AND US HIGHWAY 98, 3.1 MILES
 BV1088'(5.0 KM) NORTH OF THE NORTHWEST END OF THE BRIDGE OVER THE
 BV1088'CHICKASAWHAY RIVER NEAR THE CENTER OF THE SOUTH SIDE OF SEC 7, T 1N,
 BV1088'R 7W.  IT IS 109 FEET (33.2 M) SOUTHEAST OF A POWER POLE, 82.5 FEET
 BV1088'(25.1 M) EAST OF THE CENTER OF HIGHWAY 98, 38 FEET (11.6 M) NORTH OF
 BV1088'THE CENTER OF A DIRT ROAD, 4 FEET (1.2 M) NORTH-NORTHEAST OF A 4 X 4
 BV1088'INCH WHITE WOODEN POST WITH 194 SEC 7 LOOP RD ON THE SIDE, 1 FOOT
 BV1088'(0.3 M) WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 BV1088'CONCRETE POST AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE US
 BV1088'POST OFFICE IN MCLAIN GO SOUTHEAST ON US HIGHWAY 98 FOR 3 MILES
 BV1088'(4.8 KM) TO THE JUNCTION OF STATE HIGHWAY 57, CONTINUE SOUTHEAST ON
 BV1088'US HIGHWAY 98 FOR 4.6 MILES (7.4 KM) TO A PRIVATE ROAD AND THE MARK
 BV1088'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1089 ***********************************************************************
 BV1089  DESIGNATION -  98 V 179
 BV1089  PID         -  BV1089
 BV1089  STATE/COUNTY-  MS/GREENE
 BV1089  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1089
 BV1089                         *CURRENT SURVEY CONTROL
 BV1089  ___________________________________________________________________
 BV1089* NAD 83(1986)-  31 02 33.     (N)    088 43 04.     (W)     SCALED    
 BV1089* NAVD 88     -        62.879  (meters)     206.30   (feet)  ADJUSTED  
 BV1089  ___________________________________________________________________
 BV1089  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BV1089  DYNAMIC HT  -          62.800 (meters)     206.04  (feet)  COMP
 BV1089  MODELED GRAV-     979,374.5   (mgal)                       NAVD 88
 BV1089
 BV1089  VERT ORDER  -  SECOND    CLASS II
 BV1089
 BV1089.The horizontal coordinates were scaled from a topographic map and have
 BV1089.an estimated accuracy of +/- 6 seconds.
 BV1089
 BV1089.The orthometric height was determined by differential leveling
 BV1089.and adjusted in May 1996.
 BV1089
 BV1089.The geoid height was determined by GEOID03.
 BV1089
 BV1089.The dynamic height is computed by dividing the NAVD 88
 BV1089.geopotential number by the normal gravity value computed on the
 BV1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1089.degrees latitude (g = 980.6199 gals.).
 BV1089
 BV1089.The modeled gravity was interpolated from observed gravity values.
 BV1089
 BV1089;                    North         East    Units  Estimated Accuracy
 BV1089;SPC MS E     -   170,990.      311,030.      MT  (+/- 180 meters Scaled)
 BV1089
 BV1089                          SUPERSEDED SURVEY CONTROL
 BV1089
 BV1089  NGVD 29 (??/??/92)   62.884  (m)          206.31   (f) ADJ UNCH    2 2
 BV1089
 BV1089.Superseded values are not recommended for survey control.
 BV1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1089.See file dsdata.txt to determine how the superseded data were derived.
 BV1089
 BV1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV360355(NAD 83)
 BV1089_MARKER: DD = SURVEY DISK
 BV1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1089_STAMPING: BM 98V 179 1976
 BV1089_MARK LOGO: MSHD  
 BV1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1089+STABILITY: SURFACE MOTION
 BV1089
 BV1089  HISTORY     - Date     Condition        Report By
 BV1089  HISTORY     - 1976     MONUMENTED       MSHD
 BV1089
 BV1089                          STATION DESCRIPTION
 BV1089
 BV1089'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1089'LOCATED 7.8 MILES (12.6 KM) SOUTHEAST OF MCLAIN NEAR THE NORTHEAST
 BV1089'RIGHT OF WAY OF US HIGHWAY 98, 2.1 MILES (3.4 KM) NORTH OF THE
 BV1089'NORTHWEST END OF THE BRIDGE OVER THE CHICKASAWHAY RIVER, 0.25 MILE
 BV1089'(0.40 KM) NORTH OF A GRAVELED ROAD LEADING EAST IN THE SOUTHWEST 1/4
 BV1089'OF SEC 17, T 1N, R 7W.  IT IS 54 FEET (16.5 M) NORTHEAST OF THE
 BV1089'CENTER OF HIGHWAY 98, 34 FEET (10.4 M) NORTHWEST OF THE CENTER OF A
 BV1089'DIRT ROAD, 17.5 FEET (5.3 M) NORTHWEST OF A 4 X 4 INCH WHITE WOODEN
 BV1089'POST WITH 195 CAMPBELL ROAD PAINTED ON IT, 1 FOOT (0.3 M) SOUTHWEST
 BV1089'OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 BV1089'ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 BV1089'THE GROUND.  TO REACH FROM THE US POST OFFICE IN MCLAIN GO SOUTHEAST
 BV1089'ON US HIGHWAY 98 FOR 3 MILES (4.8 KM) TO THE JUNCTION OF STATE
 BV1089'HIGHWAY 57, CONTINUE SOUTHEAST ON US HIGHWAY 98 FOR 5.6 MILES
 BV1089'(9.0 KM) TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0907 ***********************************************************************
 BW0907  DESIGNATION -  98 V 18
 BW0907  PID         -  BW0907
 BW0907  STATE/COUNTY-  MS/ADAMS
 BW0907  USGS QUAD   -  CRANFIELD (1988)
 BW0907
 BW0907                         *CURRENT SURVEY CONTROL
 BW0907  ___________________________________________________________________
 BW0907* NAD 83(1986)-  31 33 08.     (N)    091 10 40.     (W)     SCALED    
 BW0907* NAVD 88     -       116.110  (meters)     380.94   (feet)  ADJUSTED  
 BW0907  ___________________________________________________________________
 BW0907  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0907  DYNAMIC HT  -         115.969 (meters)     380.48  (feet)  COMP
 BW0907  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BW0907
 BW0907  VERT ORDER  -  SECOND    CLASS 0
 BW0907
 BW0907.The horizontal coordinates were scaled from a topographic map and have
 BW0907.an estimated accuracy of +/- 6 seconds.
 BW0907
 BW0907.The orthometric height was determined by differential leveling
 BW0907.and adjusted in February 1994.
 BW0907
 BW0907.The geoid height was determined by GEOID03.
 BW0907
 BW0907.The dynamic height is computed by dividing the NAVD 88
 BW0907.geopotential number by the normal gravity value computed on the
 BW0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0907.degrees latitude (g = 980.6199 gals.).
 BW0907
 BW0907.The modeled gravity was interpolated from observed gravity values.
 BW0907
 BW0907;                    North         East    Units  Estimated Accuracy
 BW0907;SPC MS W     -   227,810.      619,820.      MT  (+/- 180 meters Scaled)
 BW0907
 BW0907                          SUPERSEDED SURVEY CONTROL
 BW0907
 BW0907  NAVD 88 (06/15/91)  116.135  (m)          381.02   (f) UNKNOWN     2 0
 BW0907  NGVD 29 (??/??/??)  116.117  (m)          380.96   (f) ADJUSTED    2 0
 BW0907
 BW0907.Superseded values are not recommended for survey control.
 BW0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0907.See file dsdata.txt to determine how the superseded data were derived.
 BW0907
 BW0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ729922(NAD 83)
 BW0907_MARKER: DD = SURVEY DISK
 BW0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0907_STAMPING: BM 98V-18 1967
 BW0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0907+STABILITY: SURFACE MOTION
 BW0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0907+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2000
 BW0907
 BW0907  HISTORY     - Date     Condition        Report By
 BW0907  HISTORY     - 1967     MONUMENTED       MSHD
 BW0907  HISTORY     - 1968     GOOD             MSHD
 BW0907  HISTORY     - 20000221 GOOD             LOCSUR
 BW0907
 BW0907                          STATION DESCRIPTION
 BW0907
 BW0907'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0907'7.2 MI SE FROM WASHINGTON.
 BW0907'THE MARK IS LOCATED 7.2 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0907'WASHINGTON ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84, 7.7
 BW0907'MILES NORTHWEST OF ROXIE, 1.5 MILES WEST OF THE ADAMS-FRANKLIN COUNTY
 BW0907'LINE.  IT IS 51.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98 AND 84,
 BW0907'20 FEET WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 11 FEET
 BW0907'SOUTHWEST OF A 24 INCH PINE, 32 FEET WEST OF THE CENTER OF A TRACK
 BW0907'ROAD, 1.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST
 BW0907'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE
 BW0907'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE
 BW0907'JUNCTION OF U.S. HIGHWAY 98, 84, AND 61 IN WASHINGTON GO SOUTHEAST ON
 BW0907'U.S. HIGHWAY 98 AND 84 FOR 7.95 MILES TO A TRACK ROAD AND THE MARK ON
 BW0907'THE LEFT AS DESCRIBED.
 BW0907
 BW0907                          STATION RECOVERY (2000)
 BW0907
 BW0907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BW0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1094 ***********************************************************************
 BV1094  DESIGNATION -  98 V 180
 BV1094  PID         -  BV1094
 BV1094  STATE/COUNTY-  MS/GREENE
 BV1094  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1094
 BV1094                         *CURRENT SURVEY CONTROL
 BV1094  ___________________________________________________________________
 BV1094* NAD 83(1986)-  31 00 58.     (N)    088 42 38.     (W)     SCALED    
 BV1094* NAVD 88     -        21.579  (meters)      70.80   (feet)  ADJUSTED  
 BV1094  ___________________________________________________________________
 BV1094  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BV1094  DYNAMIC HT  -          21.551 (meters)      70.71  (feet)  COMP
 BV1094  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 BV1094
 BV1094  VERT ORDER  -  SECOND    CLASS II
 BV1094
 BV1094.The horizontal coordinates were scaled from a topographic map and have
 BV1094.an estimated accuracy of +/- 6 seconds.
 BV1094
 BV1094.The orthometric height was determined by differential leveling
 BV1094.and adjusted in May 1996.
 BV1094
 BV1094.The geoid height was determined by GEOID03.
 BV1094
 BV1094.The dynamic height is computed by dividing the NAVD 88
 BV1094.geopotential number by the normal gravity value computed on the
 BV1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1094.degrees latitude (g = 980.6199 gals.).
 BV1094
 BV1094.The modeled gravity was interpolated from observed gravity values.
 BV1094
 BV1094;                    North         East    Units  Estimated Accuracy
 BV1094;SPC MS E     -   168,070.      311,720.      MT  (+/- 180 meters Scaled)
 BV1094
 BV1094                          SUPERSEDED SURVEY CONTROL
 BV1094
 BV1094  NGVD 29 (??/??/92)   21.582  (m)           70.81   (f) ADJ UNCH    2 2
 BV1094
 BV1094.Superseded values are not recommended for survey control.
 BV1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1094.See file dsdata.txt to determine how the superseded data were derived.
 BV1094
 BV1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV367326(NAD 83)
 BV1094_MARKER: DD = SURVEY DISK
 BV1094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1094_SP_SET: BRIDGE ABUTMENT
 BV1094_STAMPING: 98 V 180 1976
 BV1094_MARK LOGO: MSHD  
 BV1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1094+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 BV1094
 BV1094  HISTORY     - Date     Condition        Report By
 BV1094  HISTORY     - UNK      MONUMENTED
 BV1094  HISTORY     - 19930331 SEE DESCRIPTION  MSHD
 BV1094
 BV1094                          STATION DESCRIPTION
 BV1094
 BV1094'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1094'MARK WAS RECOVERED IN GOOD CONDITION, BUT GOING TO BE DESTROYED BY
 BV1094'HIGHWAY CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 BV1094'98 V 180 RESET 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1870 ***********************************************************************
 BV1870  DESIGNATION -  98 V 180 RESET
 BV1870  PID         -  BV1870
 BV1870  STATE/COUNTY-  MS/GREENE
 BV1870  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1870
 BV1870                         *CURRENT SURVEY CONTROL
 BV1870  ___________________________________________________________________
 BV1870* NAD 83(1986)-  31 00 58.     (N)    088 42 38.     (W)     SCALED    
 BV1870* NAVD 88     -        20.84   (meters)      68.4    (feet)  RESET     
 BV1870  ___________________________________________________________________
 BV1870  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BV1870  VERT ORDER  -  THIRD
 BV1870
 BV1870.The horizontal coordinates were scaled from a topographic map and have
 BV1870.an estimated accuracy of +/- 6 seconds.
 BV1870
 BV1870.The orthometric height was computed from unverified reset data.
 BV1870.No vertical observational check was made to the station.
 BV1870
 BV1870.The geoid height was determined by GEOID03.
 BV1870
 BV1870;                    North         East    Units  Estimated Accuracy
 BV1870;SPC MS E     -   168,070.      311,720.      MT  (+/- 180 meters Scaled)
 BV1870
 BV1870                          SUPERSEDED SURVEY CONTROL
 BV1870
 BV1870  NGVD 29 (08/12/04)   20.84   (m)           68.4    (f) RESET       3  
 BV1870
 BV1870.Superseded values are not recommended for survey control.
 BV1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1870.See file dsdata.txt to determine how the superseded data were derived.
 BV1870
 BV1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV367326(NAD 83)
 BV1870_MARKER: DD = SURVEY DISK
 BV1870_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1870_SP_SET: BRIDGE ABUTMENT
 BV1870_STAMPING: BM 98 V 180 RESET 1993
 BV1870_MARK LOGO: MSHD  
 BV1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1870+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BV1870
 BV1870  HISTORY     - Date     Condition        Report By
 BV1870  HISTORY     - 1993     MONUMENTED       MSHD
 BV1870
 BV1870                          STATION DESCRIPTION
 BV1870
 BV1870'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1870'3.0 MI (4.8 KM) SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BV1870'IN MC LAIN TO THE JUNCTION OF STATE HIGHWAY 57, CONTINUE SOUTHEAST ON
 BV1870'U.S. HIGHWAY 98 FOR 7.7 MI (12.4 KM) TO THE MARK ON THE LEFT, IN THE
 BV1870'SOUTHEAST END OF THE NORTHWEST ABUTMENT OF CONCRETE BRIDGE OVER THE
 BV1870'CHICKASAWHAY RIVER, IN THE SOUTHEAST QUARTER OF SECTION 29, T 1 N, R
 BV1870'7 W., 33.5 FT (10.2 M) EAST OF THE CENTER OF BRIDGE AND ABOUT 4.0 FT
 BV1870'(1.2 M) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1096 ***********************************************************************
 BV1096  DESIGNATION -  98 V 181
 BV1096  PID         -  BV1096
 BV1096  STATE/COUNTY-  MS/GREENE
 BV1096  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1096
 BV1096                         *CURRENT SURVEY CONTROL
 BV1096  ___________________________________________________________________
 BV1096* NAD 83(1986)-  31 00 20.     (N)    088 41 15.     (W)     SCALED    
 BV1096* NAVD 88     -        18.403  (meters)      60.38   (feet)  ADJUSTED  
 BV1096  ___________________________________________________________________
 BV1096  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BV1096  DYNAMIC HT  -          18.379 (meters)      60.30  (feet)  COMP
 BV1096  MODELED GRAV-     979,363.8   (mgal)                       NAVD 88
 BV1096
 BV1096  VERT ORDER  -  SECOND    CLASS II
 BV1096
 BV1096.The horizontal coordinates were scaled from a topographic map and have
 BV1096.an estimated accuracy of +/- 6 seconds.
 BV1096
 BV1096.The orthometric height was determined by differential leveling
 BV1096.and adjusted in May 1996.
 BV1096
 BV1096.The geoid height was determined by GEOID03.
 BV1096
 BV1096.The dynamic height is computed by dividing the NAVD 88
 BV1096.geopotential number by the normal gravity value computed on the
 BV1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1096.degrees latitude (g = 980.6199 gals.).
 BV1096
 BV1096.The modeled gravity was interpolated from observed gravity values.
 BV1096
 BV1096;                    North         East    Units  Estimated Accuracy
 BV1096;SPC MS E     -   166,900.      313,930.      MT  (+/- 180 meters Scaled)
 BV1096
 BV1096                          SUPERSEDED SURVEY CONTROL
 BV1096
 BV1096  NGVD 29 (??/??/92)   18.404  (m)           60.38   (f) ADJ UNCH    2 2
 BV1096
 BV1096.Superseded values are not recommended for survey control.
 BV1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1096.See file dsdata.txt to determine how the superseded data were derived.
 BV1096
 BV1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV388314(NAD 83)
 BV1096_MARKER: DR = REFERENCE MARK DISK
 BV1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1096_STAMPING: BM 98V 181 1976
 BV1096_MARK LOGO: MSHD  
 BV1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1096+STABILITY: SURFACE MOTION
 BV1096
 BV1096  HISTORY     - Date     Condition        Report By
 BV1096  HISTORY     - 1976     MONUMENTED       MSHD
 BV1096
 BV1096                          STATION DESCRIPTION
 BV1096
 BV1096'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1096'LOCATED 8.4 MILES (13.5 KM) NORTHWEST OF LUCEDALE NEAR THE SOUTHEAST
 BV1096'CORNER OF THE GROUNDS OF THE GRACE UNITED METHODIST CHURCH, 11.1
 BV1096'MILES (17.9 KM) SOUTHEAST OF MCLAIN, 0.9 MILE (1.4 KM) SOUTHEAST
 BV1096'ALONG US HIGHWAY 98 FROM THE SOUTHEAST END OF THE BRIDGE OVER THE
 BV1096'CHICKASAWHAY RIVER IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SEC
 BV1096'34, T 1N, R 7W.  IT IS 54 FEET (16.5 M) NORTH OF THE CENTER OF
 BV1096'HIGHWAY 98, 95 FEET (29.0 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 BV1096'CHURCH, 10 FEET (3.0 M) EAST OF THE CENTER OF THE DRIVEWAY TO THE
 BV1096'CHURCH, 7 FEET (2.1 M) NORTHWEST OF A FENCE CORNER, 2 FEET (0.6 M)
 BV1096'SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 BV1096'POST AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE US POST OFFICE
 BV1096'IN LUCEDALE GO WEST ON US HIGHWAY 98 FOR 4.3 MILES (6.9 KM) TO A
 BV1096'RAILROAD OVERPASS, CONTINUE NORTHWEST ON US HIGHWAY 98 FOR 4.25 MILES
 BV1096'(6.84 KM) TO THE CHURCH AND THE MARK ON THE RIGHT JUST BEFORE
 BV1096'REACHING A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1493 ***********************************************************************
 BH1493  DESIGNATION -  98 V 182 MSHD
 BH1493  PID         -  BH1493
 BH1493  STATE/COUNTY-  MS/GEORGE
 BH1493  USGS QUAD   -  MERRILL (1982)
 BH1493
 BH1493                         *CURRENT SURVEY CONTROL
 BH1493  ___________________________________________________________________
 BH1493* NAD 83(1986)-  30 58 58.     (N)    088 40 17.     (W)     SCALED    
 BH1493* NAVD 88     -        38.501  (meters)     126.32   (feet)  ADJUSTED  
 BH1493  ___________________________________________________________________
 BH1493  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH1493  DYNAMIC HT  -          38.452 (meters)     126.15  (feet)  COMP
 BH1493  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BH1493
 BH1493  VERT ORDER  -  SECOND    CLASS II
 BH1493
 BH1493.The horizontal coordinates were scaled from a topographic map and have
 BH1493.an estimated accuracy of +/- 6 seconds.
 BH1493
 BH1493.The orthometric height was determined by differential leveling
 BH1493.and adjusted in May 1996.
 BH1493
 BH1493.The geoid height was determined by GEOID03.
 BH1493
 BH1493.The dynamic height is computed by dividing the NAVD 88
 BH1493.geopotential number by the normal gravity value computed on the
 BH1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1493.degrees latitude (g = 980.6199 gals.).
 BH1493
 BH1493.The modeled gravity was interpolated from observed gravity values.
 BH1493
 BH1493;                    North         East    Units  Estimated Accuracy
 BH1493;SPC MS E     -   164,380.      315,470.      MT  (+/- 180 meters Scaled)
 BH1493
 BH1493                          SUPERSEDED SURVEY CONTROL
 BH1493
 BH1493  NGVD 29 (??/??/??)   38.498  (m)          126.31   (f) ADJUSTED    2 2
 BH1493
 BH1493.Superseded values are not recommended for survey control.
 BH1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1493.See file dsdata.txt to determine how the superseded data were derived.
 BH1493
 BH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV404288(NAD 83)
 BH1493_MARKER: DR = REFERENCE MARK DISK
 BH1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1493_STAMPING: 98 V 182
 BH1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1493+STABILITY: SURFACE MOTION
 BH1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1493+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH1493
 BH1493  HISTORY     - Date     Condition        Report By
 BH1493  HISTORY     - 1976     MONUMENTED       MSHD
 BH1493  HISTORY     - 1976     GOOD             MSHD
 BH1493  HISTORY     - 20080418 GOOD             MSDOT
 BH1493
 BH1493                          STATION DESCRIPTION
 BH1493
 BH1493'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1493'6.3 MILES NORTHWEST FROM LUCEDALE.
 BH1493'THE MARK IS LOCATED 6.3 MILES NORTHWEST OF LUCEDALE ON THE NORTHEAST
 BH1493'RIGHT OF WAY OF U.S. HIGHWAY 98 NEAR A CYCLONE FENCE AROUND A CEMETERY
 BH1493'AT THE HOLMES MISSIONARY BAPTIST CHURCH, 1.5 MILES SOUTHEAST ALONG
 BH1493'U.S. HIGHWAY 98 FROM THE GEORGE-GREENE COUNTY LINE IN THE NORTHEAST
 BH1493'1/4 OF SECTION 10, T 1S, R 7W. IT IS 82.5 FEET SOUTHEAST OF A POWER
 BH1493'POLE, 62 FEET SOUTHEAST OF A RIGHT OF WAY MARKER, 61.5 FEET NORTHWEST
 BH1493'OF THE SOUTH CORNER OF A CYCLONE FENCE AROUND A CEMETERY, 49 FEET
 BH1493'NORTHEAST OF THE CENTER OF HIGHWAY 98, 1 FOOT SOUTHWEST OF A METAL
 BH1493'WITNESS POST IN THE CEMETERY FENCE SET IN THE TOP OF A ROUND CONCRETE
 BH1493'POST AND PROJECTS 2 INCHES.
 BH1493'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1493'98 FOR 4.3 MILES TO A RAILROAD OVERPASS. CONTINUE NORTHWEST ON U.S.
 BH1493'HIGHWAY 98 FOR 2.1 MILES TO THE MARK ON THE RIGHT
 BH1493'JUST BEYOND A CHURCH.
 BH1493
 BH1493                          STATION RECOVERY (2008)
 BH1493
 BH1493'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH1493'CHANGES IN THE DESCRIPTION ARE AS FOLLOWS.  THE POST OFFICE MENTIONED
 BH1493'IN THE PREVIOUS DESCRIPTION IS NOW A PRIVATE BUSINESS (TAB MAP
 BH1493'COMPANY) AND IS LOCATED ACROSS THE STREET FROM THE DORSETT MOTEL.
 BH1493'U.S. HWY. 98 MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW HWY. 198. A
 BH1493'NEW TO REACH IS AS FOLLOWS.
 BH1493'FROM THE U.S. HWY. 98 AND S.R. 63 INTERCHANGE, LOCATED NORTHWEST OF
 BH1493'LUCEDALE, TRAVEL WEST ALONG U.S. HWY. 98 FOR 3.6 MILES TO THE MARK ON
 BH1493'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1494 ***********************************************************************
 BH1494  DESIGNATION -  98 V 183 MSHD
 BH1494  PID         -  BH1494
 BH1494  STATE/COUNTY-  MS/GEORGE
 BH1494  USGS QUAD   -  MERRILL (1982)
 BH1494
 BH1494                         *CURRENT SURVEY CONTROL
 BH1494  ___________________________________________________________________
 BH1494* NAD 83(1986)-  30 58 16.     (N)    088 39 48.     (W)     SCALED    
 BH1494* NAVD 88     -        48.222  (meters)     158.21   (feet)  ADJUSTED  
 BH1494  ___________________________________________________________________
 BH1494  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH1494  DYNAMIC HT  -          48.160 (meters)     158.00  (feet)  COMP
 BH1494  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BH1494
 BH1494  VERT ORDER  -  SECOND    CLASS II
 BH1494
 BH1494.The horizontal coordinates were scaled from a topographic map and have
 BH1494.an estimated accuracy of +/- 6 seconds.
 BH1494
 BH1494.The orthometric height was determined by differential leveling
 BH1494.and adjusted in May 1996.
 BH1494
 BH1494.The geoid height was determined by GEOID03.
 BH1494
 BH1494.The dynamic height is computed by dividing the NAVD 88
 BH1494.geopotential number by the normal gravity value computed on the
 BH1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1494.degrees latitude (g = 980.6199 gals.).
 BH1494
 BH1494.The modeled gravity was interpolated from observed gravity values.
 BH1494
 BH1494;                    North         East    Units  Estimated Accuracy
 BH1494;SPC MS E     -   163,090.      316,240.      MT  (+/- 180 meters Scaled)
 BH1494
 BH1494                          SUPERSEDED SURVEY CONTROL
 BH1494
 BH1494  NGVD 29 (??/??/??)   48.217  (m)          158.19   (f) ADJUSTED    2 2
 BH1494
 BH1494.Superseded values are not recommended for survey control.
 BH1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1494.See file dsdata.txt to determine how the superseded data were derived.
 BH1494
 BH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV411275(NAD 83)
 BH1494_MARKER: DR = REFERENCE MARK DISK
 BH1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1494_STAMPING: 98 V 183 BM 1976
 BH1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1494+STABILITY: SURFACE MOTION
 BH1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1494+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH1494
 BH1494  HISTORY     - Date     Condition        Report By
 BH1494  HISTORY     - 1976     MONUMENTED       MSHD
 BH1494  HISTORY     - 1976     GOOD             MSHD
 BH1494  HISTORY     - 20080418 GOOD             MSDOT
 BH1494
 BH1494                          STATION DESCRIPTION
 BH1494
 BH1494'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1494'5.5 MILES NORTHWEST FROM LUCEDALE.
 BH1494'THE MARK IS LOCATED 5.5 MILES NORTHWEST OF LUCEDALE ON THE NORTHEAST
 BH1494'RIGHT OF WAY OF U.S. HIGHWAY 98, 2.3 MILES SOUTHEAST ALONG U.S.
 BH1494'HIGHWAY 98 FROM THE GEORGE-GREENE COUNTY LINE, 0.35 MILE SOUTHEAST OF
 BH1494'0.35 MILE SOUTHEAST OF A CROSSROAD IN THE SOUTHWEST 1/4 OF SECTION 11,
 BH1494'T 1S, R 7W. IT IS 49 FEET NORTHEAST OF THE CENTER OF HIGHWAY 98, 10.5
 BH1494'FEET NORTH OF POWER POLE NO. 19, 3 FEET SOUTHWEST OF A FENCE, 107 FEET
 BH1494'SOUTHEAST OF A RIGHT OF WAY MARKER, 2 FEET SOUTHWEST OF A METAL
 BH1494'WITHESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH
 BH1494'THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BH1494'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1494'98 FOR 4.3 MILES TO A RAILROAD OVERPASS. CONTINUE NORTHWEST ON U.S.
 BH1494'HIGHWAY 98 FOR 1.3 MILES TO THE MARK ON THE RIGHT.
 BH1494'JUST BEYOND A CHURCH.
 BH1494
 BH1494                          STATION RECOVERY (2008)
 BH1494
 BH1494'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH1494'CHANGES IN THE DESCRIPTION ARE AS FOLLOWS.  THE POST OFFICE MENTIONED
 BH1494'IN THE PREVIOUS DESCRIPTION IS NOW A PRIVATE BUSINESS (TAB MAP
 BH1494'COMPANY) AND IS LOCATED ACROSS THE STREET FROM THE DORSETT MOTEL.
 BH1494'U.S. HWY. 98 MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW HWY. 198. A
 BH1494'NEW TO REACH IS AS FOLLOWS.
 BH1494'FROM THE U.S. HWY. 98 AND S.R. 63 INTERCHANGE, LOCATED NORTHWEST OF
 BH1494'LUCEDALE, TRAVEL WEST ALONG U.S. HWY. 98 FOR 2.7 MILES TO THE MARK ON
 BH1494'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1496 ***********************************************************************
 BH1496  DESIGNATION -  98 V 184 A MSHD
 BH1496  PID         -  BH1496
 BH1496  STATE/COUNTY-  MS/GEORGE
 BH1496  USGS QUAD   -  MERRILL (1982)
 BH1496
 BH1496                         *CURRENT SURVEY CONTROL
 BH1496  ___________________________________________________________________
 BH1496* NAD 83(1986)-  30 56 59.     (N)    088 38 47.     (W)     SCALED    
 BH1496* NAVD 88     -        64.575  (meters)     211.86   (feet)  ADJUSTED  
 BH1496  ___________________________________________________________________
 BH1496  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH1496  DYNAMIC HT  -          64.492 (meters)     211.59  (feet)  COMP
 BH1496  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BH1496
 BH1496  VERT ORDER  -  SECOND    CLASS II
 BH1496
 BH1496.The horizontal coordinates were scaled from a topographic map and have
 BH1496.an estimated accuracy of +/- 6 seconds.
 BH1496
 BH1496.The orthometric height was determined by differential leveling
 BH1496.and adjusted in May 1996.
 BH1496
 BH1496.The geoid height was determined by GEOID03.
 BH1496
 BH1496.The dynamic height is computed by dividing the NAVD 88
 BH1496.geopotential number by the normal gravity value computed on the
 BH1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1496.degrees latitude (g = 980.6199 gals.).
 BH1496
 BH1496.The modeled gravity was interpolated from observed gravity values.
 BH1496
 BH1496;                    North         East    Units  Estimated Accuracy
 BH1496;SPC MS E     -   160,720.      317,860.      MT  (+/- 180 meters Scaled)
 BH1496
 BH1496                          SUPERSEDED SURVEY CONTROL
 BH1496
 BH1496  NGVD 29 (??/??/??)   64.567  (m)          211.83   (f) ADJUSTED    2 2
 BH1496
 BH1496.Superseded values are not recommended for survey control.
 BH1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1496.See file dsdata.txt to determine how the superseded data were derived.
 BH1496
 BH1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV427251(NAD 83)
 BH1496_MARKER: DD = SURVEY DISK
 BH1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1496_STAMPING: 98 V 184A BM 1976
 BH1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1496+STABILITY: SURFACE MOTION
 BH1496
 BH1496  HISTORY     - Date     Condition        Report By
 BH1496  HISTORY     - 1976     MONUMENTED       MSHD
 BH1496  HISTORY     - 1976     GOOD             MSHD
 BH1496
 BH1496                          STATION DESCRIPTION
 BH1496
 BH1496'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1496'3.9 MILES WEST FROM LUCEDALE.
 BH1496'THE MARK IS LOCATED 3.9 MILES WEST OF LUCEDALE ON THE SOUTH SIDE OF
 BH1496'U.S. HIGHWAY 98, IN A 2X2 BOX CULVERT OPPOSITE A SIDE ROAD LEADING
 BH1496'NORTHEAST IN THE NORTHWEST 1/4 OF SECTION 24, T 1S, R 7W. IT IS 59
 BH1496'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD
 BH1496'AND HIGHWAY 98, 22 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 1
 BH1496'FOOT SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 BH1496'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 2X2 FOOT CONCRETE BOX
 BH1496'CULVERT AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
 BH1496'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1496'98 FOR 2.1 MILES TO A BRIDGE. CONTINUE ON U.S. 98 FOR 1.9 MILES TO
 BH1496'A SIDE ROAD ON THE RIGHT OF THE CENTERLINE MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1495 ***********************************************************************
 BH1495  DESIGNATION -  98 V 184 MSHD
 BH1495  PID         -  BH1495
 BH1495  STATE/COUNTY-  MS/GEORGE
 BH1495  USGS QUAD   -  MERRILL (1982)
 BH1495
 BH1495                         *CURRENT SURVEY CONTROL
 BH1495  ___________________________________________________________________
 BH1495* NAD 83(1986)-  30 57 49.     (N)    088 39 28.     (W)     SCALED    
 BH1495* NAVD 88     -        51.840  (meters)     170.08   (feet)  ADJUSTED  
 BH1495  ___________________________________________________________________
 BH1495  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH1495  DYNAMIC HT  -          51.773 (meters)     169.86  (feet)  COMP
 BH1495  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BH1495
 BH1495  VERT ORDER  -  SECOND    CLASS II
 BH1495
 BH1495.The horizontal coordinates were scaled from a topographic map and have
 BH1495.an estimated accuracy of +/- 6 seconds.
 BH1495
 BH1495.The orthometric height was determined by differential leveling
 BH1495.and adjusted in May 1996.
 BH1495
 BH1495.The geoid height was determined by GEOID03.
 BH1495
 BH1495.The dynamic height is computed by dividing the NAVD 88
 BH1495.geopotential number by the normal gravity value computed on the
 BH1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1495.degrees latitude (g = 980.6199 gals.).
 BH1495
 BH1495.The modeled gravity was interpolated from observed gravity values.
 BH1495
 BH1495;                    North         East    Units  Estimated Accuracy
 BH1495;SPC MS E     -   162,260.      316,770.      MT  (+/- 180 meters Scaled)
 BH1495
 BH1495                          SUPERSEDED SURVEY CONTROL
 BH1495
 BH1495  NGVD 29 (??/??/??)   51.834  (m)          170.06   (f) ADJUSTED    2 2
 BH1495
 BH1495.Superseded values are not recommended for survey control.
 BH1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1495.See file dsdata.txt to determine how the superseded data were derived.
 BH1495
 BH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV416267(NAD 83)
 BH1495_MARKER: DR = REFERENCE MARK DISK
 BH1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1495_STAMPING: 98 V 184
 BH1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1495+STABILITY: SURFACE MOTION
 BH1495
 BH1495  HISTORY     - Date     Condition        Report By
 BH1495  HISTORY     - 1976     MONUMENTED       MSHD
 BH1495  HISTORY     - 1976     GOOD             MSHD
 BH1495  HISTORY     - 1985     GOOD             USPSQD
 BH1495
 BH1495                          STATION DESCRIPTION
 BH1495
 BH1495'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1495'5 MILES NORTHWEST FROM LUCEDALE.
 BH1495'THE MARK IS LOCATED 5 MILES NORTHWEST OF LUCEDALE IN THE NORTH ANGLE
 BH1495'OF THE JUNCTION OF A GRAVELED ROAD AND U.S. HIGHWAY 98, 3 MILES SOUTH-
 BH1495'EAST ALONG U.S. HIGHWAY 98 FROM THE GEORGE-GREENE COUNTY LINE IN THE
 BH1495'NORTHWEST 1/4 SECTION 14, T 1S, R 7W. IT IS 52.5 FEET NORTHEAST OF THE
 BH1495'CENTER OF HIGHWAY 98, 117 FEET WEST-NORTHWEST OF THE CENTER OF A
 BH1495'GRAVELED ROAD, 5.5 FEET EAST OF A RIGHT OF WAY MARKER, 2 FEET NORTH-
 BH1495'EAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A METAL WITNESS POST SET
 BH1495'IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF
 BH1495'THE HIGHWAY AND PROJECTS 2 INCHES.
 BH1495'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1495'98 FOR 4.3 MILES TO A RAILROAD OVERPASS. CONTINUE NORTHWEST ON U.S.
 BH1495'HIGHWAY 98 FOR 0.6 MILE TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 BH1495
 BH1495                          STATION RECOVERY (1985)
 BH1495
 BH1495'RECOVERY NOTE BY US POWER SQUADRON 1985
 BH1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1505 ***********************************************************************
 BH1505  DESIGNATION -  98 V 185 MSHD
 BH1505  PID         -  BH1505
 BH1505  STATE/COUNTY-  MS/GEORGE
 BH1505  USGS QUAD   -  LUCEDALE (1982)
 BH1505
 BH1505                         *CURRENT SURVEY CONTROL
 BH1505  ___________________________________________________________________
 BH1505* NAD 83(1986)-  30 56 08.     (N)    088 36 37.     (W)     SCALED    
 BH1505* NAVD 88     -        63.107  (meters)     207.04   (feet)  ADJUSTED  
 BH1505  ___________________________________________________________________
 BH1505  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH1505  DYNAMIC HT  -          63.025 (meters)     206.77  (feet)  COMP
 BH1505  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BH1505
 BH1505  VERT ORDER  -  SECOND    CLASS II
 BH1505
 BH1505.The horizontal coordinates were scaled from a topographic map and have
 BH1505.an estimated accuracy of +/- 6 seconds.
 BH1505
 BH1505.The orthometric height was determined by differential leveling
 BH1505.and adjusted in May 1996.
 BH1505
 BH1505.The geoid height was determined by GEOID03.
 BH1505
 BH1505.The dynamic height is computed by dividing the NAVD 88
 BH1505.geopotential number by the normal gravity value computed on the
 BH1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1505.degrees latitude (g = 980.6199 gals.).
 BH1505
 BH1505.The modeled gravity was interpolated from observed gravity values.
 BH1505
 BH1505;                    North         East    Units  Estimated Accuracy
 BH1505;SPC MS E     -   159,150.      321,320.      MT  (+/- 180 meters Scaled)
 BH1505
 BH1505                          SUPERSEDED SURVEY CONTROL
 BH1505
 BH1505  NGVD 29 (??/??/??)   63.096  (m)          207.01   (f) ADJUSTED    2 2
 BH1505
 BH1505.Superseded values are not recommended for survey control.
 BH1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1505.See file dsdata.txt to determine how the superseded data were derived.
 BH1505
 BH1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV461235(NAD 83)
 BH1505_MARKER: DR = REFERENCE MARK DISK
 BH1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1505_STAMPING: 98 V 185
 BH1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1505+STABILITY: SURFACE MOTION
 BH1505
 BH1505  HISTORY     - Date     Condition        Report By
 BH1505  HISTORY     - 1976     MONUMENTED       MSHD
 BH1505  HISTORY     - 1976     GOOD             MSHD
 BH1505  HISTORY     - 20040219 MARK NOT FOUND   USPSQD
 BH1505
 BH1505                          STATION DESCRIPTION
 BH1505
 BH1505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1505'1/7 MILES WEST FROM LUCEDALE.
 BH1505'THE MARK IS LOCATED 1.7 MILES WEST OF LUCEDALE NEAR CYCLONE FENCE
 BH1505'AROUND A POWER SUB-STATION, 0.4 MILE SOUTHEAST OF A CONCRETE BRIDGE,
 BH1505'IN THE NORTHWEST 1/4 OF SECTION 29, T 1S, R 6W. IT IS 66 FEET NORTH-
 BH1505'WEST OF A RIGHT OF WAY MARKER, 29 FEET NORTHWEST OF THE NORTHEAST
 BH1505'CORNER OF A CYCLONE FENCE, 3 FEET NORTHEAST OF THE CYCLONE FENCE,
 BH1505'1.5 FEET SOUTHWEST OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL
 BH1505'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS FLUSH WITH
 BH1505'THE GROUND.
 BH1505'TO REACH FROM THE POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98
 BH1505'FOR 1.7 MILES TO THE POWER SUB-STATION AND THE MARK ON THE LEFT.
 BH1505
 BH1505                          STATION RECOVERY (2004)
 BH1505
 BH1505'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH1505'MARK NOT FOUND AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1506 ***********************************************************************
 BH1506  DESIGNATION -  98 V 186 MSHD
 BH1506  PID         -  BH1506
 BH1506  STATE/COUNTY-  MS/GEORGE
 BH1506  USGS QUAD   -  LUCEDALE (1982)
 BH1506
 BH1506                         *CURRENT SURVEY CONTROL
 BH1506  ___________________________________________________________________
 BH1506* NAD 83(1986)-  30 55 32.     (N)    088 35 56.     (W)     SCALED    
 BH1506* NAVD 88     -        60.773  (meters)     199.39   (feet)  ADJUSTED  
 BH1506  ___________________________________________________________________
 BH1506  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH1506  DYNAMIC HT  -          60.694 (meters)     199.13  (feet)  COMP
 BH1506  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BH1506
 BH1506  VERT ORDER  -  SECOND    CLASS II
 BH1506
 BH1506.The horizontal coordinates were scaled from a topographic map and have
 BH1506.an estimated accuracy of +/- 6 seconds.
 BH1506
 BH1506.The orthometric height was determined by differential leveling
 BH1506.and adjusted in May 1996.
 BH1506
 BH1506.The geoid height was determined by GEOID03.
 BH1506
 BH1506.The dynamic height is computed by dividing the NAVD 88
 BH1506.geopotential number by the normal gravity value computed on the
 BH1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1506.degrees latitude (g = 980.6199 gals.).
 BH1506
 BH1506.The modeled gravity was interpolated from observed gravity values.
 BH1506
 BH1506;                    North         East    Units  Estimated Accuracy
 BH1506;SPC MS E     -   158,050.      322,410.      MT  (+/- 180 meters Scaled)
 BH1506
 BH1506                          SUPERSEDED SURVEY CONTROL
 BH1506
 BH1506  NGVD 29 (??/??/??)   60.761  (m)          199.35   (f) ADJUSTED    2 2
 BH1506
 BH1506.Superseded values are not recommended for survey control.
 BH1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1506.See file dsdata.txt to determine how the superseded data were derived.
 BH1506
 BH1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV472224(NAD 83)
 BH1506_MARKER: DR = REFERENCE MARK DISK
 BH1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1506_STAMPING: 98 V 186 BM 1976
 BH1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1506+STABILITY: SURFACE MOTION
 BH1506
 BH1506  HISTORY     - Date     Condition        Report By
 BH1506  HISTORY     - 1976     MONUMENTED       MSHD
 BH1506  HISTORY     - 1976     GOOD             MSHD
 BH1506
 BH1506                          STATION DESCRIPTION
 BH1506
 BH1506'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1506'0.75 MILE WEST FROM LUCEDALE.
 BH1506'THE MARK IS LOCATED 0.75 MILE WEST OF LUCEDALE ON THE NORTHEAST RIGHT
 BH1506'OF WAY OF U.S. HIGHWAY 98 IN THE SOUTHEAST 1/4 OF SECTION 29, T 1S,
 BH1506'R 6W. IT IS 62 FEET NORTHEAST OF THE CENTER OF HIGHWAY 98, 26 FEET
 BH1506'EAST OF A TELEPHONE POLE WITH A BRACE, 4 FEET EAST OF THE BASE OF THE
 BH1506'BRACE POLE, 2 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A
 BH1506'ROUND CONCRETE POST AND PROJECTS 2 INCHES.
 BH1506'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1506'98 FOR 0.75 MILE TO THE MARK ON THE RIGHT AT THE END OF A CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1512 ***********************************************************************
 BH1512  DESIGNATION -  98 V 187 MSHD
 BH1512  PID         -  BH1512
 BH1512  STATE/COUNTY-  MS/GEORGE
 BH1512  USGS QUAD   -  LUCEDALE (1982)
 BH1512
 BH1512                         *CURRENT SURVEY CONTROL
 BH1512  ___________________________________________________________________
 BH1512* NAD 83(1986)-  30 55 30.     (N)    088 32 26.     (W)     SCALED    
 BH1512* NAVD 88     -        70.476  (meters)     231.22   (feet)  ADJUSTED  
 BH1512  ___________________________________________________________________
 BH1512  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH1512  DYNAMIC HT  -          70.384 (meters)     230.92  (feet)  COMP
 BH1512  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BH1512
 BH1512  VERT ORDER  -  SECOND    CLASS II
 BH1512
 BH1512.The horizontal coordinates were scaled from a topographic map and have
 BH1512.an estimated accuracy of +/- 6 seconds.
 BH1512
 BH1512.The orthometric height was determined by differential leveling
 BH1512.and adjusted in May 1996.
 BH1512
 BH1512.The geoid height was determined by GEOID03.
 BH1512
 BH1512.The dynamic height is computed by dividing the NAVD 88
 BH1512.geopotential number by the normal gravity value computed on the
 BH1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1512.degrees latitude (g = 980.6199 gals.).
 BH1512
 BH1512.The modeled gravity was interpolated from observed gravity values.
 BH1512
 BH1512;                    North         East    Units  Estimated Accuracy
 BH1512;SPC MS E     -   158,000.      327,980.      MT  (+/- 180 meters Scaled)
 BH1512
 BH1512                          SUPERSEDED SURVEY CONTROL
 BH1512
 BH1512  NGVD 29 (??/??/??)   70.466  (m)          231.19   (f) ADJUSTED    2 2
 BH1512
 BH1512.Superseded values are not recommended for survey control.
 BH1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1512.See file dsdata.txt to determine how the superseded data were derived.
 BH1512
 BH1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV528223(NAD 83)
 BH1512_MARKER: DR = REFERENCE MARK DISK
 BH1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1512_STAMPING: 98 V 187
 BH1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1512+STABILITY: SURFACE MOTION
 BH1512
 BH1512  HISTORY     - Date     Condition        Report By
 BH1512  HISTORY     - 1976     MONUMENTED       MSHD
 BH1512  HISTORY     - 1976     GOOD             MSHD
 BH1512
 BH1512                          STATION DESCRIPTION
 BH1512
 BH1512'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH1512'2.9 MILES EAST FROM LUCEDALE.
 BH1512'THE MARK IS LOCATED 2.9 MILES EAST OF LUCEDALE NEAR THE CENTER OF THE
 BH1512'SOUTH SIDE OF SECTION 25, T 1S, R 6W. IT IS 89.5 FEET SOUTHEAST OF THE
 BH1512'SOUTHEAST CORNER OF A TIN BUILDING, 71 FEET NORTH OF THE CENTER OF
 BH1512'HIGHWAY 98, 1.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT SOUTH OF A METAL
 BH1512'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS FLUSH WITH
 BH1512'THE GROUND.
 BH1512'TO REACH FROM THE POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGHWAY 98
 BH1512'FOR 2 MILES TO THE JUNCTION OF STATE HIGHWAY 63. CONTINUE EAST ON
 BH1512'U.S. HIGHWAY 98 FOR 0.9 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3085 ***********************************************************************
 BH3085  DESIGNATION -  98 V 188 RESET
 BH3085  PID         -  BH3085
 BH3085  STATE/COUNTY-  MS/GEORGE
 BH3085  USGS QUAD   -  EARLVILLE (1985)
 BH3085
 BH3085                         *CURRENT SURVEY CONTROL
 BH3085  ___________________________________________________________________
 BH3085* NAD 83(1986)-  30 55 04.     (N)    088 29 50.     (W)     SCALED    
 BH3085* NAVD 88     -        60.49   (meters)     198.5    (feet)  RESET     
 BH3085  ___________________________________________________________________
 BH3085  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH3085  VERT ORDER  -  THIRD
 BH3085
 BH3085.The horizontal coordinates were scaled from a topographic map and have
 BH3085.an estimated accuracy of +/- 6 seconds.
 BH3085
 BH3085.The orthometric height was computed from unverified reset data.
 BH3085.No vertical observational check was made to the station.
 BH3085
 BH3085.The geoid height was determined by GEOID03.
 BH3085
 BH3085;                    North         East    Units  Estimated Accuracy
 BH3085;SPC MS E     -   157,210.      332,130.      MT  (+/- 180 meters Scaled)
 BH3085
 BH3085                          SUPERSEDED SURVEY CONTROL
 BH3085
 BH3085  NGVD 29 (08/12/04)   60.48   (m)          198.4    (f) RESET       3  
 BH3085
 BH3085.Superseded values are not recommended for survey control.
 BH3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3085.See file dsdata.txt to determine how the superseded data were derived.
 BH3085
 BH3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV569214(NAD 83)
 BH3085_MARKER: DV = VERTICAL CONTROL DISK
 BH3085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3085_SP_SET: HEADWALL
 BH3085_STAMPING: 98V 188 RESET 1988
 BH3085_MARK LOGO: NGS   
 BH3085_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3085+STABILITY: SURFACE MOTION
 BH3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3085+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3085
 BH3085  HISTORY     - Date     Condition        Report By
 BH3085  HISTORY     - 1989     MONUMENTED       MSHD
 BH3085
 BH3085                          STATION DESCRIPTION
 BH3085
 BH3085'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3085'3.2 KM (2.00 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN
 BH3085'LUCEDALE TO THE JUNCTION OF STATE HIGHWAY 63, CONTINUE EAST ON U.S.
 BH3085'HIGHWAY 98 FOR 4.26 KM (2.65 MI) TO THE JUNCTION OF NEW HIGHWAY 98,
 BH3085'CONTINUE EAST ON NEW HIGHWAY 98 FOR 1.93 KM (1.20 MI) TO MARK ON THE
 BH3085'LEFT, IN TOP OF NORTHEAST HEADWALL OF 6X10 FOOT BOX CULVERT, ABOUT
 BH3085'1.85 M (6.1 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3086 ***********************************************************************
 BH3086  DESIGNATION -  98 V 189 RESET
 BH3086  PID         -  BH3086
 BH3086  STATE/COUNTY-  MS/GEORGE
 BH3086  USGS QUAD   -  EARLVILLE (1985)
 BH3086
 BH3086                         *CURRENT SURVEY CONTROL
 BH3086  ___________________________________________________________________
 BH3086* NAD 83(1986)-  30 54 46.     (N)    088 29 05.     (W)     SCALED    
 BH3086* NAVD 88     -        64.12   (meters)     210.4    (feet)  RESET     
 BH3086  ___________________________________________________________________
 BH3086  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH3086  VERT ORDER  -  THIRD
 BH3086
 BH3086.The horizontal coordinates were scaled from a topographic map and have
 BH3086.an estimated accuracy of +/- 6 seconds.
 BH3086
 BH3086.The orthometric height was computed from unverified reset data.
 BH3086.No vertical observational check was made to the station.
 BH3086
 BH3086.The geoid height was determined by GEOID03.
 BH3086
 BH3086;                    North         East    Units  Estimated Accuracy
 BH3086;SPC MS E     -   156,660.      333,320.      MT  (+/- 180 meters Scaled)
 BH3086
 BH3086                          SUPERSEDED SURVEY CONTROL
 BH3086
 BH3086  NGVD 29 (08/12/04)   64.11   (m)          210.3    (f) RESET       3  
 BH3086
 BH3086.Superseded values are not recommended for survey control.
 BH3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3086.See file dsdata.txt to determine how the superseded data were derived.
 BH3086
 BH3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV581208(NAD 83)
 BH3086_MARKER: DV = VERTICAL CONTROL DISK
 BH3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3086_SP_SET: CONCRETE POST
 BH3086_STAMPING: 98V 189 RESET 1988
 BH3086_MARK LOGO: NGS   
 BH3086_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3086+STABILITY: SURFACE MOTION
 BH3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3086+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3086
 BH3086  HISTORY     - Date     Condition        Report By
 BH3086  HISTORY     - 1989     MONUMENTED       MSHD
 BH3086
 BH3086                          STATION DESCRIPTION
 BH3086
 BH3086'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3086'3.2 KM (2.00 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN
 BH3086'LUCEDALE TO THE JUNCTION OF STATE HIGHWAY 63, CONTINUE EAST ON OLD
 BH3086'HIGHWAY 98 FOR 6.9 KM (4.30 MI) TO THE OAK GROVE BAPTIST CHURCH AND
 BH3086'MARK ON THE RIGHT, 24.0 M (78.7 FT) SOUTH OF THE CENTER OF THE EAST
 BH3086'BOUND LANE OF HIGHWAY AND 0.30 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 BH3086'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0911 ***********************************************************************
 BW0911  DESIGNATION -  98 V 19
 BW0911  PID         -  BW0911
 BW0911  STATE/COUNTY-  MS/ADAMS
 BW0911  USGS QUAD   -  CRANFIELD (1988)
 BW0911
 BW0911                         *CURRENT SURVEY CONTROL
 BW0911  ___________________________________________________________________
 BW0911* NAD 83(1986)-  31 32 49.     (N)    091 09 26.     (W)     SCALED    
 BW0911* NAVD 88     -       115.961  (meters)     380.45   (feet)  ADJUSTED  
 BW0911  ___________________________________________________________________
 BW0911  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0911  DYNAMIC HT  -         115.820 (meters)     379.99  (feet)  COMP
 BW0911  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BW0911
 BW0911  VERT ORDER  -  SECOND    CLASS 0
 BW0911
 BW0911.The horizontal coordinates were scaled from a topographic map and have
 BW0911.an estimated accuracy of +/- 6 seconds.
 BW0911
 BW0911.The orthometric height was determined by differential leveling
 BW0911.and adjusted in February 1994.
 BW0911
 BW0911.The geoid height was determined by GEOID03.
 BW0911
 BW0911.The dynamic height is computed by dividing the NAVD 88
 BW0911.geopotential number by the normal gravity value computed on the
 BW0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0911.degrees latitude (g = 980.6199 gals.).
 BW0911
 BW0911.The modeled gravity was interpolated from observed gravity values.
 BW0911
 BW0911;                    North         East    Units  Estimated Accuracy
 BW0911;SPC MS W     -   227,210.      621,770.      MT  (+/- 180 meters Scaled)
 BW0911
 BW0911                          SUPERSEDED SURVEY CONTROL
 BW0911
 BW0911  NAVD 88 (06/15/91)  115.987  (m)          380.53   (f) UNKNOWN     2 0
 BW0911  NGVD 29 (??/??/??)  115.968  (m)          380.47   (f) ADJUSTED    2 0
 BW0911
 BW0911.Superseded values are not recommended for survey control.
 BW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0911.See file dsdata.txt to determine how the superseded data were derived.
 BW0911
 BW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ749916(NAD 83)
 BW0911_MARKER: DD = SURVEY DISK
 BW0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0911_STAMPING: BM 98V-119 1967
 BW0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0911+STABILITY: SURFACE MOTION
 BW0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0911+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2000
 BW0911
 BW0911  HISTORY     - Date     Condition        Report By
 BW0911  HISTORY     - 1967     MONUMENTED       MSHD
 BW0911  HISTORY     - 1968     GOOD             MSHD
 BW0911  HISTORY     - 20000221 GOOD             LOCSUR
 BW0911
 BW0911                          STATION DESCRIPTION
 BW0911
 BW0911'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0911'6.1 MI NW FROM ROXIE.
 BW0911'THE MARK IS LOCATED 6.1 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0911'ROXIE IN THE SOUTHWEST ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH
 BW0911'THE MISSISSIPPI CENTRAL RAILROAD SOUTHEAST OF WASHINGTON. IT IS 121.5
 BW0911'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98 AND 84, 25 FEET
 BW0911'NORTHWEST OF THE CENTER OF A PRIVATE ROAD, 45.5 FEET SOUTHWEST OF THE
 BW0911'SOUTHWEST RAIL, 60.5 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING
 BW0911'OF THE RAILROAD TRACK WITH A PRIVATE ROAD, 17.5 FEET WEST-NORTHWEST OF
 BW0911'THE NORTHWEST CORNER OF A CATTLE GUARD, 27 FEET NORTHEAST OF A ROW OF
 BW0911'TELEGRAPH POLES, 44.5 FEET NORTHWEST OF THE ASHLAND SIGN, 1.5 FEET
 BW0911'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST SET IN
 BW0911'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL
 BW0911'OF THE HIGHWAY AND PROJECTS 2 INCHES. NOTE-- TO REACH FROM THE
 BW0911'JUNCTION OF U.S. HIGHWAY 98 AND 84 WITH MISSISSIPPI HIGHWAY 33 AT THE
 BW0911'NORTHWEST EDGE OF ROXIE GO NORTHWEST ON U.S. HIGHWAY 98 AND 84 FOR 5.0
 BW0911'MILES TO THE FRANKLIN-ADAMS COUNTY LINE. CONTINUE NORTHWEST ON U.S.
 BW0911'HIGHWAY 98 AND 84 FOR 0.15 MILE TO A PRIVATE ROAD AND THE MARK ON THE
 BW0911'LEFT AS DESCRIBED.
 BW0911
 BW0911                          STATION RECOVERY (2000)
 BW0911
 BW0911'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BW0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3070 ***********************************************************************
 BH3070  DESIGNATION -  98 V 190 RESET
 BH3070  PID         -  BH3070
 BH3070  STATE/COUNTY-  MS/GEORGE
 BH3070  USGS QUAD   -  EARLVILLE (1985)
 BH3070
 BH3070                         *CURRENT SURVEY CONTROL
 BH3070  ___________________________________________________________________
 BH3070* NAD 83(1986)-  30 54 19.     (N)    088 28 16.     (W)     SCALED    
 BH3070* NAVD 88     -        68.92   (meters)     226.1    (feet)  RESET     
 BH3070  ___________________________________________________________________
 BH3070  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH3070  VERT ORDER  -  THIRD
 BH3070
 BH3070.The horizontal coordinates were scaled from a topographic map and have
 BH3070.an estimated accuracy of +/- 6 seconds.
 BH3070
 BH3070.The orthometric height was computed from unverified reset data.
 BH3070.No vertical observational check was made to the station.
 BH3070
 BH3070.The geoid height was determined by GEOID03.
 BH3070
 BH3070;                    North         East    Units  Estimated Accuracy
 BH3070;SPC MS E     -   155,830.      334,630.      MT  (+/- 180 meters Scaled)
 BH3070
 BH3070                          SUPERSEDED SURVEY CONTROL
 BH3070
 BH3070  NGVD 29 (08/12/04)   68.92   (m)          226.1    (f) RESET       3  
 BH3070
 BH3070.Superseded values are not recommended for survey control.
 BH3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3070.See file dsdata.txt to determine how the superseded data were derived.
 BH3070
 BH3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV594200(NAD 83)
 BH3070_MARKER: DB = BENCH MARK DISK
 BH3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3070_SP_SET: CONCRETE POST
 BH3070_STAMPING: 98 V 190 RESET 1986
 BH3070_MARK LOGO: NGS   
 BH3070_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3070+STABILITY: SURFACE MOTION
 BH3070
 BH3070  HISTORY     - Date     Condition        Report By
 BH3070  HISTORY     - 1986     MONUMENTED       NGS
 BH3070
 BH3070                          STATION DESCRIPTION
 BH3070
 BH3070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH3070'7.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN
 BH3070'LUCEDALE TO THE MARK ON THE LEFT, 58.0 FT (17.7 M) NORTHEAST OF THE
 BH3070'CENTER OF THE WEST BOUND LANES OF HIGHWAY, 22.0 FT (6.7 M) SOUTHEAST
 BH3070'OF THE CENTER OF GRAVEL DRIVEWAY, 5.0 FT (1.5 M) SOUTHWEST OF
 BH3070'FENCELINE, 2.0 FT (0.6 M) SOUTHEAST OF A POWER POLE WITH GUY WIRE,
 BH3070'AND MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3087 ***********************************************************************
 BH3087  DESIGNATION -  98 V 191 RESET
 BH3087  PID         -  BH3087
 BH3087  STATE/COUNTY-  MS/GEORGE
 BH3087  USGS QUAD   -  EARLVILLE (1985)
 BH3087
 BH3087                         *CURRENT SURVEY CONTROL
 BH3087  ___________________________________________________________________
 BH3087* NAD 83(1986)-  30 54 01.     (N)    088 27 35.     (W)     SCALED    
 BH3087* NAVD 88     -        52.58   (meters)     172.5    (feet)  RESET     
 BH3087  ___________________________________________________________________
 BH3087  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH3087  VERT ORDER  -  THIRD
 BH3087
 BH3087.The horizontal coordinates were scaled from a topographic map and have
 BH3087.an estimated accuracy of +/- 6 seconds.
 BH3087
 BH3087.The orthometric height was computed from unverified reset data.
 BH3087.No vertical observational check was made to the station.
 BH3087
 BH3087.The geoid height was determined by GEOID03.
 BH3087
 BH3087;                    North         East    Units  Estimated Accuracy
 BH3087;SPC MS E     -   155,280.      335,720.      MT  (+/- 180 meters Scaled)
 BH3087
 BH3087                          SUPERSEDED SURVEY CONTROL
 BH3087
 BH3087  NGVD 29 (08/12/04)   52.58   (m)          172.5    (f) RESET       3  
 BH3087
 BH3087.Superseded values are not recommended for survey control.
 BH3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3087.See file dsdata.txt to determine how the superseded data were derived.
 BH3087
 BH3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV604194(NAD 83)
 BH3087_MARKER: DV = VERTICAL CONTROL DISK
 BH3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3087_SP_SET: CONCRETE POST
 BH3087_STAMPING: 98V 191 RESET 1988
 BH3087_MARK LOGO: NGS   
 BH3087_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3087+STABILITY: SURFACE MOTION
 BH3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3087+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3087
 BH3087  HISTORY     - Date     Condition        Report By
 BH3087  HISTORY     - 1989     MONUMENTED       MSHD
 BH3087
 BH3087                          STATION DESCRIPTION
 BH3087
 BH3087'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3087'10.14 KM (6.30 MI) EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN
 BH3087'LUCEDALE TO OAK GROVE BAPTIST CHURCH, CONTINUE SOUTHEAST ON U.S.
 BH3087'HIGHWAY 98 FOR 2.90 KM (1.80 MI) TO THE MARK ON THE RIGHT, 27.13 M
 BH3087'(89.0 FT) SOUTH OF THE CENTER OF EAST BOUND LANES, 10.67 M (35.0 FT)
 BH3087'FROM GATE LEADING TO OLD CHICKEN HOUSE AND ABOUT 1.0 M (3.3 FT) ABOVE
 BH3087'THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1521 ***********************************************************************
 BH1521  DESIGNATION -  98 V 192 MSHD
 BH1521  PID         -  BH1521
 BH1521  STATE/COUNTY-  MS/GEORGE
 BH1521  USGS QUAD   -  EARLVILLE (1985)
 BH1521
 BH1521                         *CURRENT SURVEY CONTROL
 BH1521  ___________________________________________________________________
 BH1521* NAD 83(1986)-  30 53 31.     (N)    088 26 58.     (W)     SCALED    
 BH1521* NAVD 88     -        48.556  (meters)     159.30   (feet)  ADJUSTED  
 BH1521  ___________________________________________________________________
 BH1521  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH1521  DYNAMIC HT  -          48.493 (meters)     159.10  (feet)  COMP
 BH1521  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BH1521
 BH1521  VERT ORDER  -  SECOND    CLASS II
 BH1521
 BH1521.The horizontal coordinates were scaled from a topographic map and have
 BH1521.an estimated accuracy of +/- 6 seconds.
 BH1521
 BH1521.The orthometric height was determined by differential leveling
 BH1521.and adjusted in May 1996.
 BH1521
 BH1521.The geoid height was determined by GEOID03.
 BH1521
 BH1521.The dynamic height is computed by dividing the NAVD 88
 BH1521.geopotential number by the normal gravity value computed on the
 BH1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1521.degrees latitude (g = 980.6199 gals.).
 BH1521
 BH1521.The modeled gravity was interpolated from observed gravity values.
 BH1521
 BH1521;                    North         East    Units  Estimated Accuracy
 BH1521;SPC MS E     -   154,360.      336,700.      MT  (+/- 180 meters Scaled)
 BH1521
 BH1521                          SUPERSEDED SURVEY CONTROL
 BH1521
 BH1521  NGVD 29 (??/??/??)   48.554  (m)          159.30   (f) ADJUSTED    2 2
 BH1521
 BH1521.Superseded values are not recommended for survey control.
 BH1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1521.See file dsdata.txt to determine how the superseded data were derived.
 BH1521
 BH1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV614185(NAD 83)
 BH1521_MARKER: DD = SURVEY DISK
 BH1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1521_SP_SET: CULVERT
 BH1521_STAMPING: BM 98V 192 1976
 BH1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1521
 BH1521  HISTORY     - Date     Condition        Report By
 BH1521  HISTORY     - 1976     MONUMENTED       LADH
 BH1521
 BH1521                          STATION DESCRIPTION
 BH1521
 BH1521'DESCRIBED BY LA DEPT OF HIGHWAYS 1976
 BH1521'8.8 MI SE FROM LUCEDALE.
 BH1521'THE MARK IS LOCATED 8.8 MILES SOUTHEAST OF LUCEDALE IN THE SOUTH HEAD-
 BH1521'WALL OF A 3 X 2 FOOT CONCRETE BOX CULVERT, 2.6 MILES NORTHWEST ALONG
 BH1521'U.S. HIGHWAY 98 FROM THE STATE LINE IN THE NORTHEAST 1/4 OF SECTION
 BH1521'11, T 2S, R 5W.  IT IS 40.5 FEET NORTHEAST OF A POWER POLE NEAR A
 BH1521'FENCE CORNER, 35 FEET NORTHWEST OF POWER POLE NO. 129, 12 FEET SOUTH-
 BH1521'WEST OF THE CENTER OF HIGHWAY 98, 2 FEET SOUTHEAST OF A METAL WITNESS
 BH1521'POST SET IN A DRILL HOLE IN THE NORTHWEST END OF THE SOUTHWEST HEAD-
 BH1521'WALL OF A BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGH-
 BH1521'WAY.
 BH1521'TO REACH FROM THE POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGHWAY 98
 BH1521'FOR 2 MILES TO THE JUNCTION OF STATE HIGHWAY 63.  CONTINUE EAST ON
 BH1521'U.S. HIGHWAY 98 FOR 4.3 MILES TO THE OAK GROVE BAPTIST CHURCH.  CON-
 BH1521'TINUE EAST ON U.S. HIGHWAY 98 FRO 2.5 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3088 ***********************************************************************
 BH3088  DESIGNATION -  98 V 193 RESET
 BH3088  PID         -  BH3088
 BH3088  STATE/COUNTY-  MS/GEORGE
 BH3088  USGS QUAD   -  EARLVILLE (1985)
 BH3088
 BH3088                         *CURRENT SURVEY CONTROL
 BH3088  ___________________________________________________________________
 BH3088* NAD 83(1986)-  30 52 56.     (N)    088 26 17.     (W)     SCALED    
 BH3088* NAVD 88     -        39.07   (meters)     128.2    (feet)  RESET     
 BH3088  ___________________________________________________________________
 BH3088  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH3088  VERT ORDER  -  THIRD
 BH3088
 BH3088.The horizontal coordinates were scaled from a topographic map and have
 BH3088.an estimated accuracy of +/- 6 seconds.
 BH3088
 BH3088.The orthometric height was computed from unverified reset data.
 BH3088.No vertical observational check was made to the station.
 BH3088
 BH3088.The geoid height was determined by GEOID03.
 BH3088
 BH3088;                    North         East    Units  Estimated Accuracy
 BH3088;SPC MS E     -   153,290.      337,800.      MT  (+/- 180 meters Scaled)
 BH3088
 BH3088                          SUPERSEDED SURVEY CONTROL
 BH3088
 BH3088  NGVD 29 (08/12/04)   39.07   (m)          128.2    (f) RESET       3  
 BH3088
 BH3088.Superseded values are not recommended for survey control.
 BH3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3088.See file dsdata.txt to determine how the superseded data were derived.
 BH3088
 BH3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV625174(NAD 83)
 BH3088_MARKER: DV = VERTICAL CONTROL DISK
 BH3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3088_SP_SET: CONCRETE POST
 BH3088_STAMPING: 98V 193 RESET 1988
 BH3088_MARK LOGO: NGS   
 BH3088_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3088+STABILITY: SURFACE MOTION
 BH3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3088+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3088
 BH3088  HISTORY     - Date     Condition        Report By
 BH3088  HISTORY     - 1989     MONUMENTED       MSHD
 BH3088
 BH3088                          STATION DESCRIPTION
 BH3088
 BH3088'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3088'2.49 KM (1.55 MI) NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE ALABAMA
 BH3088'STATE LINE TO MARK ON THE LEFT, 22.86 M (75.0 FT) SOUTH OF THE CENTER
 BH3088'OF THE EAST BOUND LANES OF HIGHWAY AND 0.30 M (1.0 FT) NORTHEAST OF A
 BH3088'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1524 ***********************************************************************
 BH1524  DESIGNATION -  98 V 195 MSHD
 BH1524  PID         -  BH1524
 BH1524  STATE/COUNTY-  MS/GEORGE
 BH1524  USGS QUAD   -  HOWELL (1985)
 BH1524
 BH1524                         *CURRENT SURVEY CONTROL
 BH1524  ___________________________________________________________________
 BH1524* NAD 83(1986)-  30 51 48.     (N)    088 25 44.     (W)     SCALED    
 BH1524* NAVD 88     -        25.126  (meters)      82.43   (feet)  ADJUSTED  
 BH1524  ___________________________________________________________________
 BH1524  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH1524  DYNAMIC HT  -          25.093 (meters)      82.33  (feet)  COMP
 BH1524  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BH1524
 BH1524  VERT ORDER  -  SECOND    CLASS II
 BH1524
 BH1524.The horizontal coordinates were scaled from a topographic map and have
 BH1524.an estimated accuracy of +/- 6 seconds.
 BH1524
 BH1524.The orthometric height was determined by differential leveling
 BH1524.and adjusted in May 1996.
 BH1524
 BH1524.The geoid height was determined by GEOID03.
 BH1524
 BH1524.The dynamic height is computed by dividing the NAVD 88
 BH1524.geopotential number by the normal gravity value computed on the
 BH1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1524.degrees latitude (g = 980.6199 gals.).
 BH1524
 BH1524.The modeled gravity was interpolated from observed gravity values.
 BH1524
 BH1524;                    North         East    Units  Estimated Accuracy
 BH1524;SPC MS E     -   151,200.      338,680.      MT  (+/- 180 meters Scaled)
 BH1524
 BH1524                          SUPERSEDED SURVEY CONTROL
 BH1524
 BH1524  NGVD 29 (??/??/??)   25.129  (m)           82.44   (f) ADJUSTED    2 2
 BH1524
 BH1524.Superseded values are not recommended for survey control.
 BH1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1524.See file dsdata.txt to determine how the superseded data were derived.
 BH1524
 BH1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV633153(NAD 83)
 BH1524_MARKER: DD = SURVEY DISK
 BH1524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1524_SP_SET: BRIDGE
 BH1524_STAMPING: BM 98V 195 1976
 BH1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1524
 BH1524  HISTORY     - Date     Condition        Report By
 BH1524  HISTORY     - 1976     MONUMENTED       LADH
 BH1524
 BH1524                          STATION DESCRIPTION
 BH1524
 BH1524'DESCRIBED BY LA DEPT OF HIGHWAYS 1976
 BH1524'11.3 MI SE FROM LUCEDALE.
 BH1524'END OF THE BRIDGE ON U.S. HIGHWAY 98 ACROSS THE ESCATAWPA RIVER
 BH1524'BOUNDRY BETWEEN MISSISSIPPI AND ALABAMA IN THE SOUTHEAST 1/4 OF THE
 BH1524'NORTHEAST 1/4 OF SECTION 19, T 2S, R 4W.  IT IS 12 FEET NORTHEAST OF
 BH1524'THE CENTER OF HIGHWAY 98, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST
 BH1524'SET IN A DRILL HOLE IN THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 BH1524'A CONCRETE BRIDGE AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BH1524'TO REACH FROM THE POST OFFICE IN LUCEDALE GO EAST ON U.S. HIGHWAY 98
 BH1524'FOR 2 MILES TO THE JUNCTION OF STATE HIGHWAY 63.  CONTINUE EAST ON
 BH1524'U.S. 98 FOR 9.4 MILES TO THE BRIDGE OVER THE ESCATAWPA RIVER AND THE
 BH1524'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0874 ***********************************************************************
 BW0874  DESIGNATION -  98 V 2
 BW0874  PID         -  BW0874
 BW0874  STATE/COUNTY-  MS/ADAMS
 BW0874  USGS QUAD   -  NATCHEZ (1976)
 BW0874
 BW0874                         *CURRENT SURVEY CONTROL
 BW0874  ___________________________________________________________________
 BW0874* NAD 83(1986)-  31 32 41.     (N)    091 24 17.     (W)     SCALED    
 BW0874* NAVD 88     -        55.243  (meters)     181.24   (feet)  ADJUSTED  
 BW0874  ___________________________________________________________________
 BW0874  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0874  DYNAMIC HT  -          55.177 (meters)     181.03  (feet)  COMP
 BW0874  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BW0874
 BW0874  VERT ORDER  -  SECOND    CLASS 0
 BW0874
 BW0874.The horizontal coordinates were scaled from a topographic map and have
 BW0874.an estimated accuracy of +/- 6 seconds.
 BW0874
 BW0874.The orthometric height was determined by differential leveling
 BW0874.and adjusted in February 1994.
 BW0874
 BW0874.The geoid height was determined by GEOID03.
 BW0874
 BW0874.The dynamic height is computed by dividing the NAVD 88
 BW0874.geopotential number by the normal gravity value computed on the
 BW0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0874.degrees latitude (g = 980.6199 gals.).
 BW0874
 BW0874.The modeled gravity was interpolated from observed gravity values.
 BW0874
 BW0874;                    North         East    Units  Estimated Accuracy
 BW0874;SPC MS W     -   227,170.      598,270.      MT  (+/- 180 meters Scaled)
 BW0874
 BW0874                          SUPERSEDED SURVEY CONTROL
 BW0874
 BW0874  NAVD 88 (06/15/91)   55.263  (m)          181.31   (f) UNKNOWN     2 0
 BW0874  NGVD 29 (??/??/??)   55.243  (m)          181.24   (f) ADJUSTED    2 0
 BW0874
 BW0874.Superseded values are not recommended for survey control.
 BW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0874.See file dsdata.txt to determine how the superseded data were derived.
 BW0874
 BW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ514910(NAD 83)
 BW0874_MARKER: DD = SURVEY DISK
 BW0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0874_STAMPING: BM 98V-2 1967
 BW0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0874+STABILITY: SURFACE MOTION
 BW0874
 BW0874  HISTORY     - Date     Condition        Report By
 BW0874  HISTORY     - 1967     MONUMENTED       MSHD
 BW0874  HISTORY     - 1968     GOOD             MSHD
 BW0874
 BW0874                          STATION DESCRIPTION
 BW0874
 BW0874'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0874'1.1 MI SW FROM NATCHEZ.
 BW0874'THE MARK IS LOCATED 1.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0874'NATCHEZ ON THE SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84 AT THE
 BW0874'BASE OF A 25 FOOT CUT.  IT IS 67 FEET SOUTHWEST OF THE CENTER OF THE
 BW0874'SOUTHWEST LANE OF U.S. HIGHWAY 98 AND 84, 98 FEET SOUTHWEST OF A LAMP
 BW0874'POST WITH TWO LAMPS, 4 FEET NORTHEAST OF THE EDGE OF A 25 FOOT BANK, 2
 BW0874'FEET SOUTHEAST OF A METAL WITNESS POST ON LINE WITH THE EXTENDED
 BW0874'TANGENT OF THE ENTRANCE TO THE CARTER EQUIPMENT COMPANY, SET IN THE
 BW0874'TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 BW0874'THE HIGHWAY AND IS 1 FOOT BELOW THE SURFACE OF THE GROUND. NOTE-- TO
 BW0874'REACH FROM THE JUNCTION OF U.S. HIGHWAY 98, 84 AND 61 AT THE SOUTHEAST
 BW0874'EDGE OF NATCHEZ GO NORTHWEST ON U.S. HIGHWAY 98 AND 84 FOR 1.6 MILES
 BW0874'TO THE CARTER EQUIPMENT COMPANY ON THE RIGHT AND THE MARK ON THE LEFT
 BW0874'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0912 ***********************************************************************
 BW0912  DESIGNATION -  98 V 20
 BW0912  PID         -  BW0912
 BW0912  STATE/COUNTY-  MS/FRANKLIN
 BW0912  USGS QUAD   -  CRANFIELD (1988)
 BW0912
 BW0912                         *CURRENT SURVEY CONTROL
 BW0912  ___________________________________________________________________
 BW0912* NAD 83(1986)-  31 32 41.     (N)    091 08 32.     (W)     SCALED    
 BW0912* NAVD 88     -       116.460  (meters)     382.09   (feet)  ADJUSTED  
 BW0912  ___________________________________________________________________
 BW0912  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0912  DYNAMIC HT  -         116.319 (meters)     381.62  (feet)  COMP
 BW0912  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BW0912
 BW0912  VERT ORDER  -  SECOND    CLASS 0
 BW0912
 BW0912.The horizontal coordinates were scaled from a topographic map and have
 BW0912.an estimated accuracy of +/- 6 seconds.
 BW0912
 BW0912.The orthometric height was determined by differential leveling
 BW0912.and adjusted in February 1994.
 BW0912
 BW0912.The geoid height was determined by GEOID03.
 BW0912
 BW0912.The dynamic height is computed by dividing the NAVD 88
 BW0912.geopotential number by the normal gravity value computed on the
 BW0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0912.degrees latitude (g = 980.6199 gals.).
 BW0912
 BW0912.The modeled gravity was interpolated from observed gravity values.
 BW0912
 BW0912;                    North         East    Units  Estimated Accuracy
 BW0912;SPC MS W     -   226,950.      623,190.      MT  (+/- 180 meters Scaled)
 BW0912
 BW0912                          SUPERSEDED SURVEY CONTROL
 BW0912
 BW0912  NAVD 88 (06/15/91)  116.486  (m)          382.17   (f) UNKNOWN     2 0
 BW0912  NGVD 29 (??/??/??)  116.468  (m)          382.11   (f) ADJUSTED    2 0
 BW0912
 BW0912.Superseded values are not recommended for survey control.
 BW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0912.See file dsdata.txt to determine how the superseded data were derived.
 BW0912
 BW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ763914(NAD 83)
 BW0912_MARKER: DD = SURVEY DISK
 BW0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0912_STAMPING: BM 98V-20 1967
 BW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0912+STABILITY: SURFACE MOTION
 BW0912
 BW0912  HISTORY     - Date     Condition        Report By
 BW0912  HISTORY     - 1967     MONUMENTED       MSHD
 BW0912  HISTORY     - 1968     GOOD             MSHD
 BW0912
 BW0912                          STATION DESCRIPTION
 BW0912
 BW0912'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0912'5.3 MI NW FROM ROXIE.
 BW0912'THE MARK IS LOCATED 5.O MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0912'ROXIE ON THE SOUTH RIGHT-OF-WAY OF THE MISSISSIPPI CENTRAL RAILROAD
 BW0912'TRACK, 0.8 MILE EAST OF THE FRANKLIN-ADAMS COUNTY LINE.  IT IS 282
 BW0912'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98 AND 84, 127 FEET SOUTH OF
 BW0912'THE CENTER OF THE OLD HIGHWAY, 44.5 FEET SOUTH OF THE SOUTH RAIL, 49.5
 BW0912'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD TRACK
 BW0912'WITH A PRIVATE ROAD, 18 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 11
 BW0912'FEET WEST OF THE WEST GATE POST, 2 FEET NORTH OF A FENCE, 2 FEET EAST
 BW0912'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW0912'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND PROJECTS 3 INCHES.
 BW0912'NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98 AND 84 WITH
 BW0912'MISSISSIPPI HIGHWAY 33 AT THE NORTHWEST EDGE OF ROXIE GO NORTHWEST OF
 BW0912'U.S. HIGHWAY 98 AND 84 FOR 4.2 MILES TO A SIDE ROAD LEFT. TURN LEFT
 BW0912'AND CONTINUE SOUTH AND WEST ON A BLACKTOP ROAD FOR 0.05 MILE TO A
 BW0912'PRIVATE ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0913 ***********************************************************************
 BW0913  DESIGNATION -  98 V 21
 BW0913  PID         -  BW0913
 BW0913  STATE/COUNTY-  MS/FRANKLIN
 BW0913  USGS QUAD   -  CRANFIELD (1988)
 BW0913
 BW0913                         *CURRENT SURVEY CONTROL
 BW0913  ___________________________________________________________________
 BW0913* NAD 83(1986)-  31 32 33.     (N)    091 07 50.     (W)     SCALED    
 BW0913* NAVD 88     -       128.270  (meters)     420.83   (feet)  ADJUSTED  
 BW0913  ___________________________________________________________________
 BW0913  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0913  DYNAMIC HT  -         128.114 (meters)     420.32  (feet)  COMP
 BW0913  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 BW0913
 BW0913  VERT ORDER  -  SECOND    CLASS 0
 BW0913
 BW0913.The horizontal coordinates were scaled from a topographic map and have
 BW0913.an estimated accuracy of +/- 6 seconds.
 BW0913
 BW0913.The orthometric height was determined by differential leveling
 BW0913.and adjusted in February 1994.
 BW0913
 BW0913.The geoid height was determined by GEOID03.
 BW0913
 BW0913.The dynamic height is computed by dividing the NAVD 88
 BW0913.geopotential number by the normal gravity value computed on the
 BW0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0913.degrees latitude (g = 980.6199 gals.).
 BW0913
 BW0913.The modeled gravity was interpolated from observed gravity values.
 BW0913
 BW0913;                    North         East    Units  Estimated Accuracy
 BW0913;SPC MS W     -   226,700.      624,300.      MT  (+/- 180 meters Scaled)
 BW0913
 BW0913                          SUPERSEDED SURVEY CONTROL
 BW0913
 BW0913  NAVD 88 (06/15/91)  128.297  (m)          420.92   (f) UNKNOWN     2 0
 BW0913  NGVD 29 (??/??/??)  128.279  (m)          420.86   (f) ADJUSTED    2 0
 BW0913
 BW0913.Superseded values are not recommended for survey control.
 BW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0913.See file dsdata.txt to determine how the superseded data were derived.
 BW0913
 BW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ774912(NAD 83)
 BW0913_MARKER: DD = SURVEY DISK
 BW0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0913_SP_SET: BRIDGE
 BW0913_STAMPING: BM 98V-21 1967
 BW0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0913
 BW0913  HISTORY     - Date     Condition        Report By
 BW0913  HISTORY     - 1967     MONUMENTED       MSHD
 BW0913  HISTORY     - 1968     GOOD             MSHD
 BW0913
 BW0913                          STATION DESCRIPTION
 BW0913
 BW0913'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0913'4.4 MI NW FROM ROXIE.
 BW0913'THE MARK IS LOCATED 4.5 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0913'ROXIE NEAR THE SOUTHWEST END OF THE NORTHEAST ABUTMENT OF A CONCRETE
 BW0913'BRIDGE OVER THE MISSISSIPPI CENTRAL RAILROAD TRACK.  IT IS 17.5 FEET
 BW0913'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98 AND 84, 1 FOOT SOUTHWEST OF
 BW0913'THE BRIDGE RAILING, 6 FEET EAST NORTHEAST OF THE END OF THE LEVEL
 BW0913'SURFACE OF THE ABUTMENT, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 BW0913'SET IN A DRILLED HOLE NEAR THE SOUTHWEST END OF THE NORTHEAST ABUTMENT
 BW0913'OF A CONCRETE BRIDGE AND IS LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH
 BW0913'FROM THE JUNCTION OF U.S. HIGHWAY 98 AND 84 WITH MISSISSIPPI HIGHWAY
 BW0913'33 AT THE NORTHWEST EDGE OF ROXIE GO NORTHWEST ON U.S. HIGHWAY 98 AND
 BW0913'84 FOR 3.5 MILES TO THE CONCRETE BRIDGE AND THE MARK ON THE LEFT AS
 BW0913'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0914 ***********************************************************************
 BW0914  DESIGNATION -  98 V 22
 BW0914  PID         -  BW0914
 BW0914  STATE/COUNTY-  MS/FRANKLIN
 BW0914  USGS QUAD   -  ROXIE (1988)
 BW0914
 BW0914                         *CURRENT SURVEY CONTROL
 BW0914  ___________________________________________________________________
 BW0914* NAD 83(1986)-  31 32 00.     (N)    091 07 01.     (W)     SCALED    
 BW0914* NAVD 88     -       116.721  (meters)     382.94   (feet)  ADJUSTED  
 BW0914  ___________________________________________________________________
 BW0914  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0914  DYNAMIC HT  -         116.579 (meters)     382.48  (feet)  COMP
 BW0914  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BW0914
 BW0914  VERT ORDER  -  SECOND    CLASS 0
 BW0914
 BW0914.The horizontal coordinates were scaled from a topographic map and have
 BW0914.an estimated accuracy of +/- 6 seconds.
 BW0914
 BW0914.The orthometric height was determined by differential leveling
 BW0914.and adjusted in February 1994.
 BW0914
 BW0914.The geoid height was determined by GEOID03.
 BW0914
 BW0914.The dynamic height is computed by dividing the NAVD 88
 BW0914.geopotential number by the normal gravity value computed on the
 BW0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0914.degrees latitude (g = 980.6199 gals.).
 BW0914
 BW0914.The modeled gravity was interpolated from observed gravity values.
 BW0914
 BW0914;                    North         East    Units  Estimated Accuracy
 BW0914;SPC MS W     -   225,670.      625,580.      MT  (+/- 180 meters Scaled)
 BW0914
 BW0914                          SUPERSEDED SURVEY CONTROL
 BW0914
 BW0914  NAVD 88 (06/15/91)  116.747  (m)          383.03   (f) UNKNOWN     2 0
 BW0914  NGVD 29 (??/??/??)  116.729  (m)          382.97   (f) ADJUSTED    2 0
 BW0914
 BW0914.Superseded values are not recommended for survey control.
 BW0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0914.See file dsdata.txt to determine how the superseded data were derived.
 BW0914
 BW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ787902(NAD 83)
 BW0914_MARKER: DD = SURVEY DISK
 BW0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0914_STAMPING: BM 98V-22 1967
 BW0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0914+STABILITY: SURFACE MOTION
 BW0914
 BW0914  HISTORY     - Date     Condition        Report By
 BW0914  HISTORY     - 1967     MONUMENTED       MSHD
 BW0914  HISTORY     - 1968     GOOD             MSHD
 BW0914
 BW0914                          STATION DESCRIPTION
 BW0914
 BW0914'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0914'3.5 MI NW FROM ROXIE.
 BW0914'THE MARK IS LOCATED 3.5 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0914'ROXIE ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84.  IT IS 85.5
 BW0914'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 98 AND 84, 39 FEET
 BW0914'SOUTHEAST OF A 20 INCH PINE, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 BW0914'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 BW0914'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE
 BW0914'JUNCTION OF U.S. HIGHWAY 98 AND 84 WITH MISSISSIPPI HIGHWAY 33 AT THE
 BW0914'NORTHWEST EDGE OF ROXIE, GO NORTHWEST ON U.S. HIGHWAY 98 AND 84 FOR
 BW0914'2.45 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0915 ***********************************************************************
 BW0915  DESIGNATION -  98 V 23
 BW0915  PID         -  BW0915
 BW0915  STATE/COUNTY-  MS/FRANKLIN
 BW0915  USGS QUAD   -  ROXIE (1988)
 BW0915
 BW0915                         *CURRENT SURVEY CONTROL
 BW0915  ___________________________________________________________________
 BW0915* NAD 83(1986)-  31 31 35.     (N)    091 06 06.     (W)     SCALED    
 BW0915* NAVD 88     -       102.991  (meters)     337.90   (feet)  ADJUSTED  
 BW0915  ___________________________________________________________________
 BW0915  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0915  DYNAMIC HT  -         102.866 (meters)     337.49  (feet)  COMP
 BW0915  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 BW0915
 BW0915  VERT ORDER  -  SECOND    CLASS 0
 BW0915
 BW0915.The horizontal coordinates were scaled from a topographic map and have
 BW0915.an estimated accuracy of +/- 6 seconds.
 BW0915
 BW0915.The orthometric height was determined by differential leveling
 BW0915.and adjusted in February 1994.
 BW0915
 BW0915.The geoid height was determined by GEOID03.
 BW0915
 BW0915.The dynamic height is computed by dividing the NAVD 88
 BW0915.geopotential number by the normal gravity value computed on the
 BW0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0915.degrees latitude (g = 980.6199 gals.).
 BW0915
 BW0915.The modeled gravity was interpolated from observed gravity values.
 BW0915
 BW0915;                    North         East    Units  Estimated Accuracy
 BW0915;SPC MS W     -   224,890.      627,030.      MT  (+/- 180 meters Scaled)
 BW0915
 BW0915                          SUPERSEDED SURVEY CONTROL
 BW0915
 BW0915  NAVD 88 (06/15/91)  103.018  (m)          337.98   (f) UNKNOWN     2 0
 BW0915  NGVD 29 (??/??/??)  103.001  (m)          337.93   (f) ADJUSTED    2 0
 BW0915
 BW0915.Superseded values are not recommended for survey control.
 BW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0915.See file dsdata.txt to determine how the superseded data were derived.
 BW0915
 BW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ802895(NAD 83)
 BW0915_MARKER: DD = SURVEY DISK
 BW0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0915_STAMPING: BM 98V-23 1967
 BW0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0915+STABILITY: SURFACE MOTION
 BW0915
 BW0915  HISTORY     - Date     Condition        Report By
 BW0915  HISTORY     - 1967     MONUMENTED       MSHD
 BW0915  HISTORY     - 1968     GOOD             MSHD
 BW0915
 BW0915                          STATION DESCRIPTION
 BW0915
 BW0915'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0915'2.6 MI NW FROM ROXIE.
 BW0915'THE MARK IS LOCATED 2.6 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0915'ROXIE ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98, 3.3 MILES EAST OF
 BW0915'THE ADAMS-FRANKLIN COUNTY LINE AND IS NEAR THE CENTER OF SECTION 53, T
 BW0915'7N, R 1E.  IT IS 103 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 15
 BW0915'FEET WEST OF THE CENTER OF A TRACK ROAD, 7.5 FEET EAST OF A 9 INCH
 BW0915'GUM, 2 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW0915'ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BW0915'PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN ROXIE
 BW0915'GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF THIRD
 BW0915'STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD STREET FOR 0.15 MILE
 BW0915'TO THE INTERSECTION OF U.S. HIGHWAY 84 AND 98. TURN LEFT (NORTHWEST)
 BW0915'AND CONTINUE ON U.S. HIGHWAY 84 AND 98 FOR 1.1 MILES TO THE
 BW0915'INTERSECTION OF MISSISSIPPI HIGHWAY 33. CONTINUE NORTHWEST ON U.S.
 BW0915'HIGHWAY 98 FOR 1.5 MILES TO A TRACK ROAD AND THE MARK ON THE RIGHT AS
 BW0915'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0921 ***********************************************************************
 BW0921  DESIGNATION -  98 V 24
 BW0921  PID         -  BW0921
 BW0921  STATE/COUNTY-  MS/FRANKLIN
 BW0921  USGS QUAD   -  ROXIE (1988)
 BW0921
 BW0921                         *CURRENT SURVEY CONTROL
 BW0921  ___________________________________________________________________
 BW0921* NAD 83(1986)-  31 30 29.     (N)    091 04 05.     (W)     SCALED    
 BW0921* NAVD 88     -        79.269  (meters)     260.07   (feet)  ADJUSTED  
 BW0921  ___________________________________________________________________
 BW0921  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0921  DYNAMIC HT  -          79.172 (meters)     259.75  (feet)  COMP
 BW0921  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 BW0921
 BW0921  VERT ORDER  -  SECOND    CLASS 0
 BW0921
 BW0921.The horizontal coordinates were scaled from a topographic map and have
 BW0921.an estimated accuracy of +/- 6 seconds.
 BW0921
 BW0921.The orthometric height was determined by differential leveling
 BW0921.and adjusted in February 1994.
 BW0921
 BW0921.The geoid height was determined by GEOID03.
 BW0921
 BW0921.The dynamic height is computed by dividing the NAVD 88
 BW0921.geopotential number by the normal gravity value computed on the
 BW0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0921.degrees latitude (g = 980.6199 gals.).
 BW0921
 BW0921.The modeled gravity was interpolated from observed gravity values.
 BW0921
 BW0921;                    North         East    Units  Estimated Accuracy
 BW0921;SPC MS W     -   222,840.      630,210.      MT  (+/- 180 meters Scaled)
 BW0921
 BW0921                          SUPERSEDED SURVEY CONTROL
 BW0921
 BW0921  NAVD 88 (06/15/91)   79.297  (m)          260.16   (f) UNKNOWN     2 0
 BW0921  NGVD 29 (??/??/??)   79.279  (m)          260.10   (f) ADJUSTED    2 0
 BW0921
 BW0921.Superseded values are not recommended for survey control.
 BW0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0921.See file dsdata.txt to determine how the superseded data were derived.
 BW0921
 BW0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ834875(NAD 83)
 BW0921_MARKER: DD = SURVEY DISK
 BW0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0921_SP_SET: BRIDGE
 BW0921_STAMPING: BM 98V-24 1967
 BW0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0921
 BW0921  HISTORY     - Date     Condition        Report By
 BW0921  HISTORY     - 1967     MONUMENTED       MSHD
 BW0921  HISTORY     - 1968     GOOD             MSHD
 BW0921
 BW0921                          STATION DESCRIPTION
 BW0921
 BW0921'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0921'0.2 MI NW FROM ROXIE.
 BW0921'THE MARK IS LOCATED 0.2 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0921'ROXIE IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER
 BW0921'THE ILLINOIS CENTRAL RAILROAD TRACK IN THE NORTHEAST 1/4 OF SECTION
 BW0921'19, T 6N, R 1E.  IT IS 14 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 BW0921'84, 9 FEET NORTHWEST OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN
 BW0921'THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER THE
 BW0921'ILLINOIS CENTRAL RAILROAD TRACK AND ABOUT A FOOT ABOVE THE SURFACE OF
 BW0921'THE HIGHWAY.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN ROXIE GO
 BW0921'NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF THIRD
 BW0921'STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD STREET FOR 0.15 MILE
 BW0921'TO THE INTERSECTION OF U.S. HIGHWAY 84 AND 98. TURN LEFT (NORTHWEST)
 BW0921'AND CONTINUE ON U.S. HIGHWAY 84 AND 98 FOR 0.2 MILE TO THE RAILROAD
 BW0921'OVERPASS AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0922 ***********************************************************************
 BW0922  DESIGNATION -  98 V 25
 BW0922  PID         -  BW0922
 BW0922  STATE/COUNTY-  MS/FRANKLIN
 BW0922  USGS QUAD   -  ROXIE (1988)
 BW0922
 BW0922                         *CURRENT SURVEY CONTROL
 BW0922  ___________________________________________________________________
 BW0922* NAD 83(1986)-  31 30 25.     (N)    091 03 50.     (W)     SCALED    
 BW0922* NAVD 88     -        69.117  (meters)     226.76   (feet)  ADJUSTED  
 BW0922  ___________________________________________________________________
 BW0922  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0922  DYNAMIC HT  -          69.033 (meters)     226.49  (feet)  COMP
 BW0922  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 BW0922
 BW0922  VERT ORDER  -  SECOND    CLASS 0
 BW0922
 BW0922.The horizontal coordinates were scaled from a topographic map and have
 BW0922.an estimated accuracy of +/- 6 seconds.
 BW0922
 BW0922.The orthometric height was determined by differential leveling
 BW0922.and adjusted in February 1994.
 BW0922
 BW0922.The geoid height was determined by GEOID03.
 BW0922
 BW0922.The dynamic height is computed by dividing the NAVD 88
 BW0922.geopotential number by the normal gravity value computed on the
 BW0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0922.degrees latitude (g = 980.6199 gals.).
 BW0922
 BW0922.The modeled gravity was interpolated from observed gravity values.
 BW0922
 BW0922;                    North         East    Units  Estimated Accuracy
 BW0922;SPC MS W     -   222,710.      630,600.      MT  (+/- 180 meters Scaled)
 BW0922
 BW0922                          SUPERSEDED SURVEY CONTROL
 BW0922
 BW0922  NAVD 88 (06/15/91)   69.145  (m)          226.85   (f) UNKNOWN     2 0
 BW0922  NGVD 29 (??/??/??)   69.128  (m)          226.80   (f) ADJUSTED    2 0
 BW0922
 BW0922.Superseded values are not recommended for survey control.
 BW0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0922.See file dsdata.txt to determine how the superseded data were derived.
 BW0922
 BW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ838874(NAD 83)
 BW0922_MARKER: DD = SURVEY DISK
 BW0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0922_SP_SET: BRIDGE
 BW0922_STAMPING: BM 98V-25 1967
 BW0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0922
 BW0922  HISTORY     - Date     Condition        Report By
 BW0922  HISTORY     - 1967     MONUMENTED       MSHD
 BW0922  HISTORY     - 1968     GOOD             MSHD
 BW0922
 BW0922                          STATION DESCRIPTION
 BW0922
 BW0922'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0922'0.25 MI NE FROM ROXIE.
 BW0922'THE MARK IS LOCATED 0.25 MILE NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0922'ROXIE IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE IN
 BW0922'THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E.  IT IS 14 FEET SOUTHWEST
 BW0922'OF THE CENTER OF U.S. HIGHWAY 84, 42 FEET NORTHWEST OF TELEPHONE POLE
 BW0922'NO. 15E1, 78 FEET NORTHWEST OF THE EXTENDED TANGENT OF A BLACKTOP ROAD
 BW0922'LEADING TO A SAW MILL, 9 FEET NORTHWEST OF A METAL WITNESS POST SET IN
 BW0922'A DRILLED HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 BW0922'BRIDGE OVER A CREEK AND ABOUT A FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BW0922'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN ROXIE GO NORTH ON EAST
 BW0922'BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF THIRD STREET.  TURN
 BW0922'RIGHT (EAST) AND CONTINUE ON THIRD STREET FOR 0.15 MILE TO THE
 BW0922'INTERSECTION OF U.S. HIGHWAY 84 AND 98.  TURN RIGHT (SOUTHEAST) AND
 BW0922'CONTINUE ON U.S. HIGHWAY 84 AND 98 FOR 0.05 MILE TO THE CONCRETE
 BW0922'BRIDGE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0923 ***********************************************************************
 BW0923  DESIGNATION -  98 V 26
 BW0923  PID         -  BW0923
 BW0923  STATE/COUNTY-  MS/FRANKLIN
 BW0923  USGS QUAD   -  ROXIE (1988)
 BW0923
 BW0923                         *CURRENT SURVEY CONTROL
 BW0923  ___________________________________________________________________
 BW0923* NAD 83(1986)-  31 30 12.     (N)    091 03 00.     (W)     SCALED    
 BW0923* NAVD 88     -        91.157  (meters)     299.07   (feet)  ADJUSTED  
 BW0923  ___________________________________________________________________
 BW0923  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0923  DYNAMIC HT  -          91.045 (meters)     298.70  (feet)  COMP
 BW0923  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 BW0923
 BW0923  VERT ORDER  -  SECOND    CLASS 0
 BW0923
 BW0923.The horizontal coordinates were scaled from a topographic map and have
 BW0923.an estimated accuracy of +/- 6 seconds.
 BW0923
 BW0923.The orthometric height was determined by differential leveling
 BW0923.and adjusted in February 1994.
 BW0923
 BW0923.The geoid height was determined by GEOID03.
 BW0923
 BW0923.The dynamic height is computed by dividing the NAVD 88
 BW0923.geopotential number by the normal gravity value computed on the
 BW0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0923.degrees latitude (g = 980.6199 gals.).
 BW0923
 BW0923.The modeled gravity was interpolated from observed gravity values.
 BW0923
 BW0923;                    North         East    Units  Estimated Accuracy
 BW0923;SPC MS W     -   222,300.      631,920.      MT  (+/- 180 meters Scaled)
 BW0923
 BW0923                          SUPERSEDED SURVEY CONTROL
 BW0923
 BW0923  NAVD 88 (06/15/91)   91.185  (m)          299.16   (f) UNKNOWN     2 0
 BW0923  NGVD 29 (??/??/??)   91.165  (m)          299.10   (f) ADJUSTED    2 0
 BW0923
 BW0923.Superseded values are not recommended for survey control.
 BW0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0923.See file dsdata.txt to determine how the superseded data were derived.
 BW0923
 BW0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ851870(NAD 83)
 BW0923_MARKER: DD = SURVEY DISK
 BW0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0923_STAMPING: BM 98V-26 1967
 BW0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0923+STABILITY: SURFACE MOTION
 BW0923
 BW0923  HISTORY     - Date     Condition        Report By
 BW0923  HISTORY     - 1967     MONUMENTED       MSHD
 BW0923  HISTORY     - 1968     GOOD             MSHD
 BW0923
 BW0923                          STATION DESCRIPTION
 BW0923
 BW0923'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0923'1.0 MI E FROM ROXIE.
 BW0923'THE MARK IS LOCATED 1.0 MILE EAST OF THE APPROXIMATE CENTER OF ROXIE
 BW0923'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 84 AND 98 IN THE NORTHEAST
 BW0923'1/4 OF SECTION 11, T 6N, R 2E.  IT IS 76 FEET NORTHEAST OF THE CENTER
 BW0923'OF U.S. HIGHWAY 84, 27 FEET WEST OF THE CENTER OF A TRACK ROAD, 54.5
 BW0923'FEET NORTHWEST OF A NO DUMPING SIGN, 1.5 FEET WEST OF A METAL WITNESS
 BW0923'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH
 BW0923'THE HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 BW0923'OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE
 BW0923'INTERSECTION OF THIRD STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD
 BW0923'STREET FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY 84 AND 98.
 BW0923'TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 84 AND 98 FOR 0.9
 BW0923'MILE TO THE MARK ON THE LEFT NEAR AN OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0924 ***********************************************************************
 BW0924  DESIGNATION -  98 V 27
 BW0924  PID         -  BW0924
 BW0924  STATE/COUNTY-  MS/FRANKLIN
 BW0924  USGS QUAD   -  KNOXVILLE (1988)
 BW0924
 BW0924                         *CURRENT SURVEY CONTROL
 BW0924  ___________________________________________________________________
 BW0924* NAD 83(1986)-  31 29 57.     (N)    091 02 03.     (W)     SCALED    
 BW0924* NAVD 88     -       101.461  (meters)     332.88   (feet)  ADJUSTED  
 BW0924  ___________________________________________________________________
 BW0924  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0924  DYNAMIC HT  -         101.337 (meters)     332.47  (feet)  COMP
 BW0924  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 BW0924
 BW0924  VERT ORDER  -  SECOND    CLASS 0
 BW0924
 BW0924.The horizontal coordinates were scaled from a topographic map and have
 BW0924.an estimated accuracy of +/- 6 seconds.
 BW0924
 BW0924.The orthometric height was determined by differential leveling
 BW0924.and adjusted in February 1994.
 BW0924
 BW0924.The geoid height was determined by GEOID03.
 BW0924
 BW0924.The dynamic height is computed by dividing the NAVD 88
 BW0924.geopotential number by the normal gravity value computed on the
 BW0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0924.degrees latitude (g = 980.6199 gals.).
 BW0924
 BW0924.The modeled gravity was interpolated from observed gravity values.
 BW0924
 BW0924;                    North         East    Units  Estimated Accuracy
 BW0924;SPC MS W     -   221,830.      633,420.      MT  (+/- 180 meters Scaled)
 BW0924
 BW0924                          SUPERSEDED SURVEY CONTROL
 BW0924
 BW0924  NAVD 88 (06/15/91)  101.490  (m)          332.97   (f) UNKNOWN     2 0
 BW0924  NGVD 29 (??/??/??)  101.470  (m)          332.91   (f) ADJUSTED    2 0
 BW0924
 BW0924.Superseded values are not recommended for survey control.
 BW0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0924.See file dsdata.txt to determine how the superseded data were derived.
 BW0924
 BW0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ867865(NAD 83)
 BW0924_MARKER: DD = SURVEY DISK
 BW0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0924_STAMPING: BM 98V-27 1967
 BW0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0924+STABILITY: SURFACE MOTION
 BW0924
 BW0924  HISTORY     - Date     Condition        Report By
 BW0924  HISTORY     - 1967     MONUMENTED       MSHD
 BW0924  HISTORY     - 1968     GOOD             MSHD
 BW0924
 BW0924                          STATION DESCRIPTION
 BW0924
 BW0924'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0924'2 MI SE FROM ROXIE.
 BW0924'THE MARK IS LOCATED 2 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0924'ROXIE ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84 NEAR THE
 BW0924'CENTER OF SECTION 12, T 6N, R 2E.  IT IS 60 FEET SOUTH OF THE CENTER
 BW0924'OF U.S. HIGHWAY 84, 52 FEET SOUTHWEST OF THE CENTER OF THE WEST END OF
 BW0924'A CIRCULAR DRIVEWAY, 61 FEET NORTH OF A POWER LINE POLE, 12 FEET
 BW0924'NORTHWEST OF A 12 INCH PINE WITH WIRE ON IT, 1 FOOT SOUTHEAST OF A
 BW0924'METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0924'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH
 BW0924'FROM THE U.S. POST OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD FOR 0.05
 BW0924'MILE TO THE INTERSECTION OF THIRD STREET.  TURN RIGHT (EAST) AND
 BW0924'CONTINUE ON THIRD STREET FOR 0.15 MILE TO THE INTERSECTION OF U.S.
 BW0924'HIGHWAY 98 AND 84.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S.
 BW0924'HIGHWAY 98 AND 84 FOR 1.1 MILES TO A SIDE ROAD LEFT.  CONTINUE
 BW0924'SOUTHEAST ON U.S. HIGHWAY 84 AND 98 FOR 0.8 MILE TO THE WEST END OF A
 BW0924'CIRCULAR DRIVE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0926 ***********************************************************************
 BW0926  DESIGNATION -  98 V 28 RESET
 BW0926  PID         -  BW0926
 BW0926  STATE/COUNTY-  MS/FRANKLIN
 BW0926  USGS QUAD   -  KNOXVILLE (1988)
 BW0926
 BW0926                         *CURRENT SURVEY CONTROL
 BW0926  ___________________________________________________________________
 BW0926* NAD 83(1986)-  31 29 55.     (N)    091 01 29.     (W)     SCALED    
 BW0926* NAVD 88     -       123.20   (+/-2cm)     404.2    (feet)  VERTCON   
 BW0926  ___________________________________________________________________
 BW0926  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0926  VERT ORDER  -  THIRD (See Below)
 BW0926
 BW0926.The horizontal coordinates were scaled from a topographic map and have
 BW0926.an estimated accuracy of +/- 6 seconds.
 BW0926
 BW0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0926.The vertical order pertains to the NGVD 29 superseded value.
 BW0926
 BW0926.The geoid height was determined by GEOID03.
 BW0926
 BW0926;                    North         East    Units  Estimated Accuracy
 BW0926;SPC MS W     -   221,760.      634,320.      MT  (+/- 180 meters Scaled)
 BW0926
 BW0926                          SUPERSEDED SURVEY CONTROL
 BW0926
 BW0926  NGVD 29 (08/12/04)  123.21   (m)          404.2    (f) RESET       3  
 BW0926
 BW0926.Superseded values are not recommended for survey control.
 BW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0926.See file dsdata.txt to determine how the superseded data were derived.
 BW0926
 BW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ876865(NAD 83)
 BW0926_MARKER: DB = BENCH MARK DISK
 BW0926_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0926+WITH SETTING: INTO GROUND
 BW0926_STAMPING: 98V 28 RESET 1976
 BW0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0926+STABILITY: SURFACE MOTION
 BW0926
 BW0926  HISTORY     - Date     Condition        Report By
 BW0926  HISTORY     - 1976     MONUMENTED       NGS
 BW0926
 BW0926                          STATION DESCRIPTION
 BW0926
 BW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BW0926'2.5 MI SE FROM ROXIE.
 BW0926'0.05 MILE NORTH ALONG EAST BOULEVARD FROM THE POST OFFICE IN ROXIE,
 BW0926'THENCE EAST ALONG THIRD STREET FOR 0.15 MILE TO THE INTERSECTION OF
 BW0926'U.S. HIGHWAYS 84 AND 98, THENCE SOUTHEAST AND EAST ALONG U.S. HIGHWAYS
 BW0926'84 AND 98 FOR 2.5 MILES TO THE MARK ON THE RIGHT, 129 FEET
 BW0926'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. SMITHS HOUSE, 92 FEET
 BW0926'SOUTH OF THE CENTER OF THE EAST-BOUND LANE OF HIGHWAY, 36 FEET EAST OF
 BW0926'THE CENTER OF GRAVEL DRIVEWAY, 13.5 FEET WEST OF A 12 INCH PINE TREE,
 BW0926'2 FEET EAST OF A POWER POLE AND 0.5 FOOT EAST OF A METAL WITNESS POST
 BW0926'AND SIGN.  A STANDARD NGS DISK CRIMPED TO THE TOP OF A 4 FOOT COPPER
 BW0926'COATED ROD WITH BASEPLATE AND COLLAR, SET FLUSH WITH THE SURFACE OF
 BW0926'THE GROUND.  SECTION 13, T 6N, R 2E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0407 ***********************************************************************
 BW0407  DESIGNATION -  98 V 29
 BW0407  PID         -  BW0407
 BW0407  STATE/COUNTY-  MS/FRANKLIN
 BW0407  USGS QUAD   -  MEADVILLE (1988)
 BW0407
 BW0407                         *CURRENT SURVEY CONTROL
 BW0407  ___________________________________________________________________
 BW0407* NAD 83(1986)-  31 28 53.     (N)    090 59 15.     (W)     SCALED    
 BW0407* NAVD 88     -       126.246  (meters)     414.19   (feet)  ADJUSTED  
 BW0407  ___________________________________________________________________
 BW0407  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0407  DYNAMIC HT  -         126.091 (meters)     413.68  (feet)  COMP
 BW0407  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BW0407
 BW0407  VERT ORDER  -  SECOND    CLASS 0
 BW0407
 BW0407.The horizontal coordinates were scaled from a topographic map and have
 BW0407.an estimated accuracy of +/- 6 seconds.
 BW0407
 BW0407.The orthometric height was determined by differential leveling
 BW0407.and adjusted in February 1994.
 BW0407
 BW0407.The geoid height was determined by GEOID03.
 BW0407
 BW0407.The dynamic height is computed by dividing the NAVD 88
 BW0407.geopotential number by the normal gravity value computed on the
 BW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0407.degrees latitude (g = 980.6199 gals.).
 BW0407
 BW0407.The modeled gravity was interpolated from observed gravity values.
 BW0407
 BW0407;                    North         East    Units  Estimated Accuracy
 BW0407;SPC MS W     -   219,830.      637,840.      MT  (+/- 180 meters Scaled)
 BW0407
 BW0407                          SUPERSEDED SURVEY CONTROL
 BW0407
 BW0407  NAVD 88 (06/15/91)  126.275  (m)          414.29   (f) UNKNOWN     2 0
 BW0407  NGVD 29 (??/??/??)  126.255  (m)          414.22   (f) ADJUSTED    2 0
 BW0407
 BW0407.Superseded values are not recommended for survey control.
 BW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0407.See file dsdata.txt to determine how the superseded data were derived.
 BW0407
 BW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ911847(NAD 83)
 BW0407_MARKER: DD = SURVEY DISK
 BW0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0407_STAMPING: BM 98V-29 1967
 BW0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0407+STABILITY: SURFACE MOTION
 BW0407
 BW0407  HISTORY     - Date     Condition        Report By
 BW0407  HISTORY     - 1967     MONUMENTED       MSHD
 BW0407  HISTORY     - 1968     GOOD             MSHD
 BW0407
 BW0407                          STATION DESCRIPTION
 BW0407
 BW0407'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0407'4.6 MI SE FROM ROXIE.
 BW0407'THE MARK IS LOCATED 4.6 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0407'ROXIE ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 AND 84, 0.2 MILE
 BW0407'NORTHWEST OF A CROSSROADS, IN THE SOUTHWEST 1/4 OF SECTION 21, T 6N, R
 BW0407'2E.  IT IS 71 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 84, 7 FEET
 BW0407'NORTHWEST OF A 16 INCH PINE WITH A NATIONAL FOREST TAG ON IT, 1.5 FEET
 BW0407'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND
 BW0407'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES.
 BW0407'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN ROXIE GO NORTH ON EAST
 BW0407'BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF THIRD STREET. TURN
 BW0407'RIGHT (EAST) AND CONTINUE ON THIRD STREET FOR 0.15 MILE TO THE
 BW0407'INTERSECTION OF U.S. HIGHWAY 84 AND 98.  TURN RIGHT (SOUTHEAST) AND
 BW0407'CONTINUE ON U.S. HIGHWAY 84 AND 98 FOR 5 MILES TO A TRACK ROAD LEFT
 BW0407'AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0875 ***********************************************************************
 BW0875  DESIGNATION -  98 V 3
 BW0875  PID         -  BW0875
 BW0875  STATE/COUNTY-  MS/ADAMS
 BW0875  USGS QUAD   -  NATCHEZ (1976)
 BW0875
 BW0875                         *CURRENT SURVEY CONTROL
 BW0875  ___________________________________________________________________
 BW0875* NAD 83(1986)-  31 31 54.     (N)    091 23 27.     (W)     SCALED    
 BW0875* NAVD 88     -        36.063  (meters)     118.32   (feet)  ADJUSTED  
 BW0875  ___________________________________________________________________
 BW0875  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BW0875  DYNAMIC HT  -          36.019 (meters)     118.17  (feet)  COMP
 BW0875  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BW0875
 BW0875  VERT ORDER  -  SECOND    CLASS 0
 BW0875
 BW0875.The horizontal coordinates were scaled from a topographic map and have
 BW0875.an estimated accuracy of +/- 6 seconds.
 BW0875
 BW0875.The orthometric height was determined by differential leveling
 BW0875.and adjusted in February 1994.
 BW0875
 BW0875.The geoid height was determined by GEOID03.
 BW0875
 BW0875.The dynamic height is computed by dividing the NAVD 88
 BW0875.geopotential number by the normal gravity value computed on the
 BW0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0875.degrees latitude (g = 980.6199 gals.).
 BW0875
 BW0875.The modeled gravity was interpolated from observed gravity values.
 BW0875
 BW0875;                    North         East    Units  Estimated Accuracy
 BW0875;SPC MS W     -   225,710.      599,570.      MT  (+/- 180 meters Scaled)
 BW0875
 BW0875                          SUPERSEDED SURVEY CONTROL
 BW0875
 BW0875  NAVD 88 (06/15/91)   36.083  (m)          118.38   (f) UNKNOWN     2 0
 BW0875  NGVD 29 (??/??/??)   36.063  (m)          118.32   (f) ADJUSTED    2 0
 BW0875
 BW0875.Superseded values are not recommended for survey control.
 BW0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0875.See file dsdata.txt to determine how the superseded data were derived.
 BW0875
 BW0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ527896(NAD 83)
 BW0875_MARKER: DD = SURVEY DISK
 BW0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0875_STAMPING: BM 98V-3 1967
 BW0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0875+STABILITY: SURFACE MOTION
 BW0875
 BW0875  HISTORY     - Date     Condition        Report By
 BW0875  HISTORY     - 1967     MONUMENTED       MSHD
 BW0875  HISTORY     - 1970     GOOD             MSHD
 BW0875
 BW0875                          STATION DESCRIPTION
 BW0875
 BW0875'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0875'1.9 MI S FROM NATCHEZ.
 BW0875'THE MARK IS LOCATED 1.9 MILES SOUTH OF THE APPROXIMATE CENTER OF
 BW0875'NATCHEZ ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAYS 98 AND 84, 2.2
 BW0875'MILES SOUTHEAST OF THE MISSISSIPPI RIVER BRIDGE.  IT IS 22 FEET
 BW0875'SOUTHWEST OF THE CENTER OF THE SOUTHWEST LANE OF U.S. HIGHWAYS 98 AND
 BW0875'84, 129.5 FEET SOUTHEAST OF THE EXTENDED TANGENT OF THE SOUTHEAST LANE
 BW0875'OF GREENWOOD DRIVE, 72 FEET SOUTH OF A LAMP POST WITH TWO LAMPS, 73
 BW0875'FEET EAST OF A TELEPHONE CABLE POLE, 14 FEET SOUTHEAST OF A TELEPHONE
 BW0875'CABLE, 1.5 FEET SOUTHWEST OF A RAILING, 2 FEET SOUTHEAST OF A METAL
 BW0875'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1
 BW0875'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. NOTE-- TO
 BW0875'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 98, 84 AND 61 AT THE
 BW0875'SOUTHEAST EDGE OF NATCHEZ GO NORTHWEST ON U.S. HIGHWAY 84 AND 98 FOR
 BW0875'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0408 ***********************************************************************
 BW0408  DESIGNATION -  98 V 30
 BW0408  PID         -  BW0408
 BW0408  STATE/COUNTY-  MS/FRANKLIN
 BW0408  USGS QUAD   -  MEADVILLE (1988)
 BW0408
 BW0408                         *CURRENT SURVEY CONTROL
 BW0408  ___________________________________________________________________
 BW0408* NAD 83(1986)-  31 28 36.     (N)    090 58 32.     (W)     SCALED    
 BW0408* NAVD 88     -        95.510  (meters)     313.35   (feet)  ADJUSTED  
 BW0408  ___________________________________________________________________
 BW0408  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0408  DYNAMIC HT  -          95.393 (meters)     312.97  (feet)  COMP
 BW0408  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 BW0408
 BW0408  VERT ORDER  -  SECOND    CLASS 0
 BW0408
 BW0408.The horizontal coordinates were scaled from a topographic map and have
 BW0408.an estimated accuracy of +/- 6 seconds.
 BW0408
 BW0408.The orthometric height was determined by differential leveling
 BW0408.and adjusted in February 1994.
 BW0408
 BW0408.The geoid height was determined by GEOID03.
 BW0408
 BW0408.The dynamic height is computed by dividing the NAVD 88
 BW0408.geopotential number by the normal gravity value computed on the
 BW0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0408.degrees latitude (g = 980.6199 gals.).
 BW0408
 BW0408.The modeled gravity was interpolated from observed gravity values.
 BW0408
 BW0408;                    North         East    Units  Estimated Accuracy
 BW0408;SPC MS W     -   219,300.      638,980.      MT  (+/- 180 meters Scaled)
 BW0408
 BW0408                          SUPERSEDED SURVEY CONTROL
 BW0408
 BW0408  NAVD 88 (06/15/91)   95.540  (m)          313.45   (f) UNKNOWN     2 0
 BW0408  NGVD 29 (??/??/??)   95.520  (m)          313.39   (f) ADJUSTED    2 0
 BW0408
 BW0408.Superseded values are not recommended for survey control.
 BW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0408.See file dsdata.txt to determine how the superseded data were derived.
 BW0408
 BW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ923842(NAD 83)
 BW0408_MARKER: DD = SURVEY DISK
 BW0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0408_SP_SET: CULVERT
 BW0408_STAMPING: BM 98V-30 1967
 BW0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0408
 BW0408  HISTORY     - Date     Condition        Report By
 BW0408  HISTORY     - 1967     MONUMENTED       MSHD
 BW0408  HISTORY     - 1968     GOOD             MSHD
 BW0408
 BW0408                          STATION DESCRIPTION
 BW0408
 BW0408'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0408'4.9 MI W FROM MEADVILLE.
 BW0408'THE MARK IS LOCATED 4.9 MILES WEST OF THE APPROXIMATE CENTER OF
 BW0408'MEADVILLE IN THE EAST END OF THE SOUTH HEADWALL OF A CATTLE PASS.  IT
 BW0408'IS 32 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 84, 1 FOOT
 BW0408'NORTHWEST OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE EAST
 BW0408'END OF THE SOUTH HEADWALL OF A 5X8 FOOT CATTLE PASS ABOUT 10 FEET
 BW0408'BELOW THE LEVEL OF THE ROAD.  NOTE-- TO REACH FROM THE FRANKLIN COUNTY
 BW0408'COURTHOUSE IN MEADVILLE GO WEST ON U.S. HIGHWAY 84 AND 98 FOR 4.4
 BW0408'MILES TO A SIDE ROAD LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 98 AND
 BW0408'84 FOR 0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0417 ***********************************************************************
 BW0417  DESIGNATION -  98 V 31
 BW0417  PID         -  BW0417
 BW0417  STATE/COUNTY-  MS/FRANKLIN
 BW0417  USGS QUAD   -  MEADVILLE (1988)
 BW0417
 BW0417                         *CURRENT SURVEY CONTROL
 BW0417  ___________________________________________________________________
 BW0417* NAD 83(1986)-  31 28 28.     (N)    090 56 32.     (W)     SCALED    
 BW0417* NAVD 88     -        76.302  (meters)     250.33   (feet)  ADJUSTED  
 BW0417  ___________________________________________________________________
 BW0417  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0417  DYNAMIC HT  -          76.209 (meters)     250.03  (feet)  COMP
 BW0417  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 BW0417
 BW0417  VERT ORDER  -  SECOND    CLASS 0
 BW0417
 BW0417.The horizontal coordinates were scaled from a topographic map and have
 BW0417.an estimated accuracy of +/- 6 seconds.
 BW0417
 BW0417.The orthometric height was determined by differential leveling
 BW0417.and adjusted in February 1994.
 BW0417
 BW0417.The geoid height was determined by GEOID03.
 BW0417
 BW0417.The dynamic height is computed by dividing the NAVD 88
 BW0417.geopotential number by the normal gravity value computed on the
 BW0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0417.degrees latitude (g = 980.6199 gals.).
 BW0417
 BW0417.The modeled gravity was interpolated from observed gravity values.
 BW0417
 BW0417;                    North         East    Units  Estimated Accuracy
 BW0417;SPC MS W     -   219,040.      642,140.      MT  (+/- 180 meters Scaled)
 BW0417
 BW0417                          SUPERSEDED SURVEY CONTROL
 BW0417
 BW0417  NAVD 88 (06/15/91)   76.333  (m)          250.44   (f) UNKNOWN     2 0
 BW0417  NGVD 29 (??/??/??)   76.314  (m)          250.37   (f) ADJUSTED    2 0
 BW0417
 BW0417.Superseded values are not recommended for survey control.
 BW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0417.See file dsdata.txt to determine how the superseded data were derived.
 BW0417
 BW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ954840(NAD 83)
 BW0417_MARKER: DD = SURVEY DISK
 BW0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0417_STAMPING: BM 98V-31 1967
 BW0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0417+STABILITY: SURFACE MOTION
 BW0417
 BW0417  HISTORY     - Date     Condition        Report By
 BW0417  HISTORY     - 1967     MONUMENTED       MSHD
 BW0417  HISTORY     - 1968     GOOD             MSHD
 BW0417
 BW0417                          STATION DESCRIPTION
 BW0417
 BW0417'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0417'3 MI W FROM MEADVILLE.
 BW0417'THE MARK IS LOCATED 3 MILES WEST OF THE APPROXIMATE CENTER OF
 BW0417'MEADVILLE JUST EAST OF THE WHITTEN MEMORIAL PARK MONUMENT, 7.5 MILES
 BW0417'SOUTHEAST OF ROXIE IN THE NORTHEAST OF 1/4 OF SECTION 23, T 6N, R 3E.
 BW0417'IT IS 43 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 84, 4.5 FEET EAST OF
 BW0417'A MONUMENT, 9 FEET SOUTHWEST OF A ROADSIDE PARK SIGN, 1.5 FEET WEST OF
 BW0417'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0417'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 BW0417'REACH FROM THE FRANKLIN COUNTY COURTHOUSE IN MEADVILLE GO WEST ON U.S.
 BW0417'HIGHWAY 84 FOR 1.85 MILES TO A CROSSROADS. CONTINUE NORTHWEST ON U.S.
 BW0417'HIGHWAY 84 FOR 1.2 MILES TO A ROADSIDE PARK AND THE MARK ON THE LEFT
 BW0417'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0418 ***********************************************************************
 BW0418  DESIGNATION -  98 V 32
 BW0418  PID         -  BW0418
 BW0418  STATE/COUNTY-  MS/FRANKLIN
 BW0418  USGS QUAD   -  MEADVILLE (1988)
 BW0418
 BW0418                         *CURRENT SURVEY CONTROL
 BW0418  ___________________________________________________________________
 BW0418* NAD 83(1986)-  31 28 20.     (N)    090 56 05.     (W)     SCALED    
 BW0418* NAVD 88     -        70.634  (meters)     231.74   (feet)  ADJUSTED  
 BW0418  ___________________________________________________________________
 BW0418  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0418  DYNAMIC HT  -          70.547 (meters)     231.45  (feet)  COMP
 BW0418  MODELED GRAV-     979,412.5   (mgal)                       NAVD 88
 BW0418
 BW0418  VERT ORDER  -  SECOND    CLASS 0
 BW0418
 BW0418.The horizontal coordinates were scaled from a topographic map and have
 BW0418.an estimated accuracy of +/- 6 seconds.
 BW0418
 BW0418.The orthometric height was determined by differential leveling
 BW0418.and adjusted in February 1994.
 BW0418
 BW0418.The geoid height was determined by GEOID03.
 BW0418
 BW0418.The dynamic height is computed by dividing the NAVD 88
 BW0418.geopotential number by the normal gravity value computed on the
 BW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0418.degrees latitude (g = 980.6199 gals.).
 BW0418
 BW0418.The modeled gravity was interpolated from observed gravity values.
 BW0418
 BW0418;                    North         East    Units  Estimated Accuracy
 BW0418;SPC MS W     -   218,790.      642,850.      MT  (+/- 180 meters Scaled)
 BW0418
 BW0418                          SUPERSEDED SURVEY CONTROL
 BW0418
 BW0418  NAVD 88 (06/15/91)   70.665  (m)          231.84   (f) UNKNOWN     2 0
 BW0418  NGVD 29 (??/??/??)   70.645  (m)          231.77   (f) ADJUSTED    2 0
 BW0418
 BW0418.Superseded values are not recommended for survey control.
 BW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0418.See file dsdata.txt to determine how the superseded data were derived.
 BW0418
 BW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ962837(NAD 83)
 BW0418_MARKER: DD = SURVEY DISK
 BW0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0418_SP_SET: BRIDGE
 BW0418_STAMPING: BM 98V-32 1967
 BW0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0418
 BW0418  HISTORY     - Date     Condition        Report By
 BW0418  HISTORY     - 1967     MONUMENTED       MSHD
 BW0418  HISTORY     - 1968     GOOD             MSHD
 BW0418
 BW0418                          STATION DESCRIPTION
 BW0418
 BW0418'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0418'2.4 MI W FROM MEADVILLE.
 BW0418'THE MARK IS LOCATED 2.4 MILES WEST OF THE APPROXIMATE CENTER OF
 BW0418'MEADVILLE IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE,
 BW0418'8.1 MILES SOUTHEAST OF ROXIE.  IT IS 15.5 FEET SOUTHWEST OF THE CENTER
 BW0418'OF U.S. HIGHWAY 84, 2 FEET NORTHWEST OF A METAL WITNESS POST, SET IN A
 BW0418'DRILLED HOLE IN THE ABUTMENT OF A CONCRETE BRIDGE AND ABOUT 0.5 FEET
 BW0418'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE FRANKLIN
 BW0418'COUNTY COURTHOUSE IN MEADVILLE GO WEST ON U.S. HIGHWAY 84 FOR 1.84
 BW0418'MILES TO A CROSSROADS.  CONTINUE NORTHWEST ON U.S. HIGHWAY 84 FOR 0.7
 BW0418'MILES TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0419 ***********************************************************************
 BW0419  DESIGNATION -  98 V 33
 BW0419  PID         -  BW0419
 BW0419  STATE/COUNTY-  MS/FRANKLIN
 BW0419  USGS QUAD   -  MEADVILLE (1988)
 BW0419
 BW0419                         *CURRENT SURVEY CONTROL
 BW0419  ___________________________________________________________________
 BW0419* NAD 83(1986)-  31 28 08.     (N)    090 55 24.     (W)     SCALED    
 BW0419* NAVD 88     -        78.896  (meters)     258.84   (feet)  ADJUSTED  
 BW0419  ___________________________________________________________________
 BW0419  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0419  DYNAMIC HT  -          78.799 (meters)     258.53  (feet)  COMP
 BW0419  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 BW0419
 BW0419  VERT ORDER  -  SECOND    CLASS 0
 BW0419
 BW0419.The horizontal coordinates were scaled from a topographic map and have
 BW0419.an estimated accuracy of +/- 6 seconds.
 BW0419
 BW0419.The orthometric height was determined by differential leveling
 BW0419.and adjusted in February 1994.
 BW0419
 BW0419.The geoid height was determined by GEOID03.
 BW0419
 BW0419.The dynamic height is computed by dividing the NAVD 88
 BW0419.geopotential number by the normal gravity value computed on the
 BW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0419.degrees latitude (g = 980.6199 gals.).
 BW0419
 BW0419.The modeled gravity was interpolated from observed gravity values.
 BW0419
 BW0419;                    North         East    Units  Estimated Accuracy
 BW0419;SPC MS W     -   218,410.      643,930.      MT  (+/- 180 meters Scaled)
 BW0419
 BW0419                          SUPERSEDED SURVEY CONTROL
 BW0419
 BW0419  NAVD 88 (06/15/91)   78.927  (m)          258.95   (f) UNKNOWN     2 0
 BW0419  NGVD 29 (??/??/??)   78.907  (m)          258.88   (f) ADJUSTED    2 0
 BW0419
 BW0419.Superseded values are not recommended for survey control.
 BW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0419.See file dsdata.txt to determine how the superseded data were derived.
 BW0419
 BW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ972834(NAD 83)
 BW0419_MARKER: DD = SURVEY DISK
 BW0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0419_STAMPING: BM 98V-33 1967
 BW0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0419+STABILITY: SURFACE MOTION
 BW0419
 BW0419  HISTORY     - Date     Condition        Report By
 BW0419  HISTORY     - 1967     MONUMENTED       MSHD
 BW0419  HISTORY     - 1968     GOOD             MSHD
 BW0419
 BW0419                          STATION DESCRIPTION
 BW0419
 BW0419'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0419'2 MI SW FROM MEADVILLE.
 BW0419'THE MARK IS LOCATED 2 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0419'MEADVILLE IN THE SOUTHWEST ANGLE OF A CROSSROADS NEAR BRASHERS
 BW0419'GROCERY.  IT IS 51.5 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 84,
 BW0419'213 FEET WEST NORTHWEST OF THE CENTER OF THE CROSSROADS, 28 FEET WEST
 BW0419'OF THE CENTER OF THE WEST ENTRANCE TO THE STORE, 111.5 FEET NORTHWEST
 BW0419'OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK STORE, 2.5 FEET
 BW0419'NORTHWEST OF A POWER LINE POLE WITH A LAMP ON IT, 5.5 FEET NORTH OF A
 BW0419'4 INCH IRON PIPE PROJECTING 7 FEET, 1.5 FEET SOUTHEAST OF A METAL
 BW0419'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3
 BW0419'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO
 BW0419'REACH FROM THE FRANKLIN COUNTY COURTHOUSE IN MEADVILLE GO WEST ON U.S.
 BW0419'HIGHWAY 84 FOR 1.85 MILES TO A CROSSROADS AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0420 ***********************************************************************
 BW0420  DESIGNATION -  98 V 34
 BW0420  PID         -  BW0420
 BW0420  STATE/COUNTY-  MS/FRANKLIN
 BW0420  USGS QUAD   -  MEADVILLE (1988)
 BW0420
 BW0420                         *CURRENT SURVEY CONTROL
 BW0420  ___________________________________________________________________
 BW0420* NAD 83(1986)-  31 28 05.     (N)    090 54 29.     (W)     SCALED    
 BW0420* NAVD 88     -        63.290  (meters)     207.64   (feet)  ADJUSTED  
 BW0420  ___________________________________________________________________
 BW0420  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0420  DYNAMIC HT  -          63.213 (meters)     207.39  (feet)  COMP
 BW0420  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 BW0420
 BW0420  VERT ORDER  -  SECOND    CLASS 0
 BW0420
 BW0420.The horizontal coordinates were scaled from a topographic map and have
 BW0420.an estimated accuracy of +/- 6 seconds.
 BW0420
 BW0420.The orthometric height was determined by differential leveling
 BW0420.and adjusted in February 1994.
 BW0420
 BW0420.The geoid height was determined by GEOID03.
 BW0420
 BW0420.The dynamic height is computed by dividing the NAVD 88
 BW0420.geopotential number by the normal gravity value computed on the
 BW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0420.degrees latitude (g = 980.6199 gals.).
 BW0420
 BW0420.The modeled gravity was interpolated from observed gravity values.
 BW0420
 BW0420;                    North         East    Units  Estimated Accuracy
 BW0420;SPC MS W     -   218,310.      645,380.      MT  (+/- 180 meters Scaled)
 BW0420
 BW0420                          SUPERSEDED SURVEY CONTROL
 BW0420
 BW0420  NAVD 88 (06/15/91)   63.321  (m)          207.75   (f) UNKNOWN     2 0
 BW0420  NGVD 29 (??/??/??)   63.302  (m)          207.68   (f) ADJUSTED    2 0
 BW0420
 BW0420.Superseded values are not recommended for survey control.
 BW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0420.See file dsdata.txt to determine how the superseded data were derived.
 BW0420
 BW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ987833(NAD 83)
 BW0420_MARKER: DD = SURVEY DISK
 BW0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0420_SP_SET: BRIDGE
 BW0420_STAMPING: BM 98V-34 1967
 BW0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0420
 BW0420  HISTORY     - Date     Condition        Report By
 BW0420  HISTORY     - 1967     MONUMENTED       MSHD
 BW0420  HISTORY     - 1968     GOOD             MSHD
 BW0420
 BW0420                          STATION DESCRIPTION
 BW0420
 BW0420'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0420'1 MI SW FROM MEADVILLE.
 BW0420'THE MARK IS LOCATED 1 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0420'MEADVILLE, SET IN A DRILLED HOLE IN THE SOUTH END OF THE EAST ABUTMENT
 BW0420'OF A LARGE CONCRETE BRIDGE OVER MIDDLE FORK CREEK.  IT IS 15.5 FEET
 BW0420'SOUTH OF THE CENTER OF U.S. HIGHWAY 84 AND ABOUT 0.5 FEET BELOW THE
 BW0420'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE FRANKLIN COUNTY
 BW0420'COURTHOUSE IN MEADVILLE GO WEST ON U.S. HIGHWAY 84 FOR 0.9 MILE TO THE
 BW0420'CONCRETE BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0426 ***********************************************************************
 BW0426  DESIGNATION -  98 V 35
 BW0426  PID         -  BW0426
 BW0426  STATE/COUNTY-  MS/FRANKLIN
 BW0426  USGS QUAD   -  BUDE (1988)
 BW0426
 BW0426                         *CURRENT SURVEY CONTROL
 BW0426  ___________________________________________________________________
 BW0426* NAD 83(1986)-  31 28 13.     (N)    090 52 25.     (W)     SCALED    
 BW0426* NAVD 88     -       113.196  (meters)     371.38   (feet)  ADJUSTED  
 BW0426  ___________________________________________________________________
 BW0426  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW0426  DYNAMIC HT  -         113.058 (meters)     370.92  (feet)  COMP
 BW0426  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 BW0426
 BW0426  VERT ORDER  -  SECOND    CLASS 0
 BW0426
 BW0426.The horizontal coordinates were scaled from a topographic map and have
 BW0426.an estimated accuracy of +/- 6 seconds.
 BW0426
 BW0426.The orthometric height was determined by differential leveling
 BW0426.and adjusted in February 1994.
 BW0426
 BW0426.The geoid height was determined by GEOID03.
 BW0426
 BW0426.The dynamic height is computed by dividing the NAVD 88
 BW0426.geopotential number by the normal gravity value computed on the
 BW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0426.degrees latitude (g = 980.6199 gals.).
 BW0426
 BW0426.The modeled gravity was interpolated from observed gravity values.
 BW0426
 BW0426;                    North         East    Units  Estimated Accuracy
 BW0426;SPC MS W     -   218,540.      648,660.      MT  (+/- 180 meters Scaled)
 BW0426
 BW0426                          SUPERSEDED SURVEY CONTROL
 BW0426
 BW0426  NAVD 88 (06/15/91)  113.228  (m)          371.48   (f) UNKNOWN     2 0
 BW0426  NGVD 29 (??/??/??)  113.207  (m)          371.41   (f) ADJUSTED    2 0
 BW0426
 BW0426.Superseded values are not recommended for survey control.
 BW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0426.See file dsdata.txt to determine how the superseded data were derived.
 BW0426
 BW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ020836(NAD 83)
 BW0426_MARKER: DD = SURVEY DISK
 BW0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0426_STAMPING: BM98V-35 1967
 BW0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0426+STABILITY: SURFACE MOTION
 BW0426
 BW0426  HISTORY     - Date     Condition        Report By
 BW0426  HISTORY     - 1967     MONUMENTED       MSHD
 BW0426  HISTORY     - 1968     GOOD             MSHD
 BW0426  HISTORY     - 20020125 MARK NOT FOUND   NGS
 BW0426
 BW0426                          STATION DESCRIPTION
 BW0426
 BW0426'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0426'1.1 MI E SE FROM MEADVILLE.
 BW0426'THE MARK IS LOCATED 1.1 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 BW0426'OF MEADVILLE ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 84 OPPOSITE THE
 BW0426'ENTRANCE TO THE BUDE RANGER STATION FROM THE HOMOCHITTO NATIONAL
 BW0426'FOREST, 1.9 MILES NORTHWEST OF BUDE NEAR THE CENTER OF U.S. HIGHWAY
 BW0426'84, 38 FEET SOUTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY 64.5 FEET
 BW0426'NORTHWEST OF A POWER LINE POLE, 117 FEET SOUTHEAST OF THE SOUTHEAST
 BW0426'CORNER OF A SHED, 5.5 FEET SOUTHWEST OF A 12 INCH PINE WITH A U.S.
 BW0426'FORESTRY TAG ON IT, 1 FOOT NORTHWEST OF A METAL WITNESS POST, SET IN
 BW0426'THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL
 BW0426'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 BW0426'FRANKLIN COUNTY COURTHOUSE IN MEADVILLE GO EAST ON U.S. HIGHWAY 84 FOR
 BW0426'1.3 MILES TO THE ENTRANCE TO THE BUDE RANGER STATION ON THE RIGHT AND
 BW0426'THE MARK ON THE LEFT AS DESCRIBED.
 BW0426
 BW0426                          STATION RECOVERY (2002)
 BW0426
 BW0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 BW0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0427 ***********************************************************************
 BW0427  DESIGNATION -  98 V 36
 BW0427  PID         -  BW0427
 BW0427  STATE/COUNTY-  MS/FRANKLIN
 BW0427  USGS QUAD   -  BUDE (1988)
 BW0427
 BW0427                         *CURRENT SURVEY CONTROL
 BW0427  ___________________________________________________________________
 BW0427* NAD 83(1986)-  31 27 38.     (N)    090 51 40.     (W)     SCALED    
 BW0427* NAVD 88     -        70.281  (meters)     230.58   (feet)  ADJUSTED  
 BW0427  ___________________________________________________________________
 BW0427  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0427  DYNAMIC HT  -          70.195 (meters)     230.30  (feet)  COMP
 BW0427  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 BW0427
 BW0427  VERT ORDER  -  SECOND    CLASS 0
 BW0427
 BW0427.The horizontal coordinates were scaled from a topographic map and have
 BW0427.an estimated accuracy of +/- 6 seconds.
 BW0427
 BW0427.The orthometric height was determined by differential leveling
 BW0427.and adjusted in February 1994.
 BW0427
 BW0427.The geoid height was determined by GEOID03.
 BW0427
 BW0427.The dynamic height is computed by dividing the NAVD 88
 BW0427.geopotential number by the normal gravity value computed on the
 BW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0427.degrees latitude (g = 980.6199 gals.).
 BW0427
 BW0427.The modeled gravity was interpolated from observed gravity values.
 BW0427
 BW0427;                    North         East    Units  Estimated Accuracy
 BW0427;SPC MS W     -   217,460.      649,840.      MT  (+/- 180 meters Scaled)
 BW0427
 BW0427                          SUPERSEDED SURVEY CONTROL
 BW0427
 BW0427  NAVD 88 (06/15/91)   70.312  (m)          230.68   (f) UNKNOWN     2 0
 BW0427  NGVD 29 (??/??/??)   70.293  (m)          230.62   (f) ADJUSTED    2 0
 BW0427
 BW0427.Superseded values are not recommended for survey control.
 BW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0427.See file dsdata.txt to determine how the superseded data were derived.
 BW0427
 BW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ032826(NAD 83)
 BW0427_MARKER: DD = SURVEY DISK
 BW0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0427_STAMPING: BM 98V-36 1967
 BW0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0427+STABILITY: SURFACE MOTION
 BW0427
 BW0427  HISTORY     - Date     Condition        Report By
 BW0427  HISTORY     - 1967     MONUMENTED       MSHD
 BW0427  HISTORY     - 1968     GOOD             MSHD
 BW0427
 BW0427                          STATION DESCRIPTION
 BW0427
 BW0427'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0427'1.2 MI W FROM BUDE.
 BW0427'THE MARK IS LOCATED 1.2 MILES WEST OF THE APPROXIMATE CENTER OF BUDE
 BW0427'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 84 NEAR THE NORTHEAST CORNER
 BW0427'OF A SMALL CEMETERY, 1.9 MILES SOUTHEAST OF MEADVILLE, 0.15 MILE
 BW0427'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND 98, IN THE NORTHEAST
 BW0427'1/4 OF SECTION 32, T 6N, R 3E.  IT IS 30 FEET SOUTH OF THE CENTER OF
 BW0427'U.S. HIGHWAY 84, 14.5 FEET NORTH OF A TELEPHONE CABLE, 6.5 FEET EAST
 BW0427'OF A 20 INCH PINE, 5.5 FEET WEST SOUTHWEST OF A 10 INCH GUM, 2 FEET
 BW0427'WEST OF A RIGHT-OF-WAY MARKER, 2.5 FEET WEST OF A GUY POLE, 1.5 FEET
 BW0427'NORTH OF THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND A SMALL
 BW0427'CEMETERY, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12
 BW0427'INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 BW0427'WITH THE GROUND.  NOTE-- TO REACH FROM THE FRANKLIN COUNTY COURTHOUSE
 BW0427'IN MEADVILLE GO EAST ON U.S. HIGHWAY 84 FOR 2.15 MILES TO THE CEMETERY
 BW0427'AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0428 ***********************************************************************
 BW0428  DESIGNATION -  98 V 37
 BW0428  PID         -  BW0428
 BW0428  STATE/COUNTY-  MS/FRANKLIN
 BW0428  USGS QUAD   -  BUDE (1988)
 BW0428
 BW0428                         *CURRENT SURVEY CONTROL
 BW0428  ___________________________________________________________________
 BW0428* NAD 83(1986)-  31 27 14.     (N)    090 51 30.     (W)     SCALED    
 BW0428* NAVD 88     -        76.453  (meters)     250.83   (feet)  ADJUSTED  
 BW0428  ___________________________________________________________________
 BW0428  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0428  DYNAMIC HT  -          76.359 (meters)     250.52  (feet)  COMP
 BW0428  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 BW0428
 BW0428  VERT ORDER  -  SECOND    CLASS 0
 BW0428
 BW0428.The horizontal coordinates were scaled from a topographic map and have
 BW0428.an estimated accuracy of +/- 6 seconds.
 BW0428
 BW0428.The orthometric height was determined by differential leveling
 BW0428.and adjusted in February 1994.
 BW0428
 BW0428.The geoid height was determined by GEOID03.
 BW0428
 BW0428.The dynamic height is computed by dividing the NAVD 88
 BW0428.geopotential number by the normal gravity value computed on the
 BW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0428.degrees latitude (g = 980.6199 gals.).
 BW0428
 BW0428.The modeled gravity was interpolated from observed gravity values.
 BW0428
 BW0428;                    North         East    Units  Estimated Accuracy
 BW0428;SPC MS W     -   216,720.      650,100.      MT  (+/- 180 meters Scaled)
 BW0428
 BW0428                          SUPERSEDED SURVEY CONTROL
 BW0428
 BW0428  NAVD 88 (06/15/91)   76.485  (m)          250.93   (f) UNKNOWN     2 0
 BW0428  NGVD 29 (??/??/??)   76.465  (m)          250.87   (f) ADJUSTED    2 0
 BW0428
 BW0428.Superseded values are not recommended for survey control.
 BW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0428.See file dsdata.txt to determine how the superseded data were derived.
 BW0428
 BW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ035818(NAD 83)
 BW0428_MARKER: DD = SURVEY DISK
 BW0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0428_STAMPING: BM 98V-37 1967
 BW0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0428+STABILITY: SURFACE MOTION
 BW0428
 BW0428  HISTORY     - Date     Condition        Report By
 BW0428  HISTORY     - 1967     MONUMENTED       MSHD
 BW0428  HISTORY     - 1968     GOOD             MSHD
 BW0428
 BW0428                          STATION DESCRIPTION
 BW0428
 BW0428'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0428'1 MI SW FROM BUDE.
 BW0428'THE MARK IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 32, T 6N, R 3E AND
 BW0428'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 BW0428'IT IS 56 FEET EAST OF THE CENTER LINE AND ABOUT 1 FOOT ABOVE THE
 BW0428'LEVEL OF U.S. HIGHWAY 98, 50 FEET WEST OF THE NORTHWEST CORNER OF A
 BW0428'LARGE CLASSROOM BUILDING, 6.9 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BW0428'THE SOUTH ENTRANCE MARKER TO SCHOOL, 1.7 FEET NORTH OF POWER POLE AND
 BW0428'1.2 FEET SOUTH OF A METAL WITNESS POST.  NOTE-- TO REACH FROM THE U.S.
 BW0428'POST OFFICE IN BUDE GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S.
 BW0428'HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04
 BW0428'MILES TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY
 BW0428'98 FOR 0.4 MILE TO A COUNTY SCHOOL AND THE MARK ON THE LEFT AS
 BW0428'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0429 ***********************************************************************
 BW0429  DESIGNATION -  98 V 38
 BW0429  PID         -  BW0429
 BW0429  STATE/COUNTY-  MS/FRANKLIN
 BW0429  USGS QUAD   -  BUDE (1988)
 BW0429
 BW0429                         *CURRENT SURVEY CONTROL
 BW0429  ___________________________________________________________________
 BW0429* NAD 83(1986)-  31 26 10.     (N)    090 51 20.     (W)     SCALED    
 BW0429* NAVD 88     -        64.871  (meters)     212.83   (feet)  ADJUSTED  
 BW0429  ___________________________________________________________________
 BW0429  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0429  DYNAMIC HT  -          64.791 (meters)     212.57  (feet)  COMP
 BW0429  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 BW0429
 BW0429  VERT ORDER  -  SECOND    CLASS 0
 BW0429
 BW0429.The horizontal coordinates were scaled from a topographic map and have
 BW0429.an estimated accuracy of +/- 6 seconds.
 BW0429
 BW0429.The orthometric height was determined by differential leveling
 BW0429.and adjusted in February 1994.
 BW0429
 BW0429.The geoid height was determined by GEOID03.
 BW0429
 BW0429.The dynamic height is computed by dividing the NAVD 88
 BW0429.geopotential number by the normal gravity value computed on the
 BW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0429.degrees latitude (g = 980.6199 gals.).
 BW0429
 BW0429.The modeled gravity was interpolated from observed gravity values.
 BW0429
 BW0429;                    North         East    Units  Estimated Accuracy
 BW0429;SPC MS W     -   214,750.      650,360.      MT  (+/- 180 meters Scaled)
 BW0429
 BW0429                          SUPERSEDED SURVEY CONTROL
 BW0429
 BW0429  NAVD 88 (06/15/91)   64.903  (m)          212.94   (f) UNKNOWN     2 0
 BW0429  NGVD 29 (??/??/??)   64.884  (m)          212.87   (f) ADJUSTED    2 0
 BW0429
 BW0429.Superseded values are not recommended for survey control.
 BW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0429.See file dsdata.txt to determine how the superseded data were derived.
 BW0429
 BW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ038799(NAD 83)
 BW0429_MARKER: DD = SURVEY DISK
 BW0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0429_SP_SET: BRIDGE
 BW0429_STAMPING: BM 98V-38 1967
 BW0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0429
 BW0429  HISTORY     - Date     Condition        Report By
 BW0429  HISTORY     - 1967     MONUMENTED       MSHD
 BW0429  HISTORY     - 1968     GOOD             MSHD
 BW0429  HISTORY     - 20020125 GOOD             NGS
 BW0429
 BW0429                          STATION DESCRIPTION
 BW0429
 BW0429'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0429'2 MI SSW FROM BUDE.
 BW0429'THE MARK IS LOCATED IN THE WEST WINGWALL OF THE SOUTH ABUTMENT OF A
 BW0429'BRIDGE, IN THE SOUTHEAST 1/4 OF SECTION 44, T 6N, R 3E.  IT IS 13.6
 BW0429'FEET WEST OF THE CENTER LINE AND ABOUT 1 FOOT ABOVE THE LEVEL OF U.S.
 BW0429'HIGHWAY 98, 1.4 FEET SOUTH OF THE SOUTH END OF THE BRIDGE, AND 6.4
 BW0429'FEET NORTH OF A METAL WITNESS POST.  NOTE-- TO REACH FROM THE U.S.
 BW0429'POST OFFICE IN BUDE GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S.
 BW0429'HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04
 BW0429'MILE TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98
 BW0429'FOR 1.45 MILES TO THE SOUTH END OF A LARGE STEEL BRIDGE OVER THE
 BW0429'HOMOCHITTO RIVER AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW0429
 BW0429                          STATION RECOVERY (2002)
 BW0429
 BW0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 BW0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0430 ***********************************************************************
 BW0430  DESIGNATION -  98 V 39
 BW0430  PID         -  BW0430
 BW0430  STATE/COUNTY-  MS/FRANKLIN
 BW0430  USGS QUAD   -  BUDE (1988)
 BW0430
 BW0430                         *CURRENT SURVEY CONTROL
 BW0430  ___________________________________________________________________
 BW0430* NAD 83(1986)-  31 25 53.     (N)    090 51 17.     (W)     SCALED    
 BW0430* NAVD 88     -        67.404  (meters)     221.14   (feet)  ADJUSTED  
 BW0430  ___________________________________________________________________
 BW0430  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW0430  DYNAMIC HT  -          67.322 (meters)     220.87  (feet)  COMP
 BW0430  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 BW0430
 BW0430  VERT ORDER  -  SECOND    CLASS 0
 BW0430
 BW0430.The horizontal coordinates were scaled from a topographic map and have
 BW0430.an estimated accuracy of +/- 6 seconds.
 BW0430
 BW0430.The orthometric height was determined by differential leveling
 BW0430.and adjusted in February 1994.
 BW0430
 BW0430.The geoid height was determined by GEOID03.
 BW0430
 BW0430.The dynamic height is computed by dividing the NAVD 88
 BW0430.geopotential number by the normal gravity value computed on the
 BW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0430.degrees latitude (g = 980.6199 gals.).
 BW0430
 BW0430.The modeled gravity was interpolated from observed gravity values.
 BW0430
 BW0430;                    North         East    Units  Estimated Accuracy
 BW0430;SPC MS W     -   214,220.      650,430.      MT  (+/- 180 meters Scaled)
 BW0430
 BW0430                          SUPERSEDED SURVEY CONTROL
 BW0430
 BW0430  NAVD 88 (06/15/91)   67.437  (m)          221.25   (f) UNKNOWN     2 0
 BW0430  NGVD 29 (??/??/??)   67.418  (m)          221.19   (f) ADJUSTED    2 0
 BW0430
 BW0430.Superseded values are not recommended for survey control.
 BW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0430.See file dsdata.txt to determine how the superseded data were derived.
 BW0430
 BW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ038794(NAD 83)
 BW0430_MARKER: DD = SURVEY DISK
 BW0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0430_SP_SET: CULVERT
 BW0430_STAMPING: BM 98V-39 1967
 BW0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0430
 BW0430  HISTORY     - Date     Condition        Report By
 BW0430  HISTORY     - 1967     MONUMENTED       MSHD
 BW0430  HISTORY     - 1968     GOOD             MSHD
 BW0430
 BW0430                          STATION DESCRIPTION
 BW0430
 BW0430'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0430'2.5 MI S FROM BUDE.
 BW0430'THE MARK IS LOCATED IN THE NORTH END OF THE EAST HEADWALL OF A 12 FOOT
 BW0430'BOX CULVERT NEAR THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 BW0430'6, T 5N, R 4E.  IT IS 26 FEET EAST OF THE CENTER LINE AND ABOUT 4 FEET
 BW0430'BELOW THE LEVEL OF U.S. HIGHWAY 98, ACROSS HIGHWAY FROM A 24 INCH TWIN
 BW0430'GUM, AND 1.0 FEET SOUTH OF A METAL WITNESS POST. NOTE-- TO REACH FROM
 BW0430'THE U.S. POST OFFICE IN BUDE GO NORTH ALONG MAIN STREET FOR 0.15 MILE
 BW0430'TO U.S. HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84
 BW0430'FOR 1.04 MILE TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S.
 BW0430'HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF LARGE STEEL BRIDGE OVER THE
 BW0430'HOMOCHITTO RIVER.  CONTINUE SOUTH ALONG U.S. HIGHWAY 98 FROM 0.6 MILE
 BW0430'TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0876 ***********************************************************************
 BW0876  DESIGNATION -  98 V 4
 BW0876  PID         -  BW0876
 BW0876  STATE/COUNTY-  MS/ADAMS
 BW0876  USGS QUAD   -  NATCHEZ (1976)
 BW0876
 BW0876                         *CURRENT SURVEY CONTROL
 BW0876  ___________________________________________________________________
 BW0876* NAD 83(1986)-  31 32 06.     (N)    091 22 46.     (W)     SCALED    
 BW0876* NAVD 88     -        42.298  (meters)     138.77   (feet)  ADJUSTED  
 BW0876  ___________________________________________________________________
 BW0876  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BW0876  DYNAMIC HT  -          42.247 (meters)     138.61  (feet)  COMP
 BW0876  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BW0876
 BW0876  VERT ORDER  -  SECOND    CLASS 0
 BW0876
 BW0876.The horizontal coordinates were scaled from a topographic map and have
 BW0876.an estimated accuracy of +/- 6 seconds.
 BW0876
 BW0876.The orthometric height was determined by differential leveling
 BW0876.and adjusted in February 1994.
 BW0876
 BW0876.The geoid height was determined by GEOID03.
 BW0876
 BW0876.The dynamic height is computed by dividing the NAVD 88
 BW0876.geopotential number by the normal gravity value computed on the
 BW0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0876.degrees latitude (g = 980.6199 gals.).
 BW0876
 BW0876.The modeled gravity was interpolated from observed gravity values.
 BW0876
 BW0876;                    North         East    Units  Estimated Accuracy
 BW0876;SPC MS W     -   226,070.      600,660.      MT  (+/- 180 meters Scaled)
 BW0876
 BW0876                          SUPERSEDED SURVEY CONTROL
 BW0876
 BW0876  NAVD 88 (06/15/91)   42.318  (m)          138.84   (f) UNKNOWN     2 0
 BW0876  NGVD 29 (??/??/??)   42.299  (m)          138.78   (f) ADJUSTED    2 0
 BW0876
 BW0876.Superseded values are not recommended for survey control.
 BW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0876.See file dsdata.txt to determine how the superseded data were derived.
 BW0876
 BW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ538900(NAD 83)
 BW0876_MARKER: DD = SURVEY DISK
 BW0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0876_SP_SET: CULVERT
 BW0876_STAMPING: BM 98V-4 1967
 BW0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0876
 BW0876  HISTORY     - Date     Condition        Report By
 BW0876  HISTORY     - 1967     MONUMENTED       MSHD
 BW0876  HISTORY     - 1970     GOOD             MSHD
 BW0876
 BW0876                          STATION DESCRIPTION
 BW0876
 BW0876'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0876'1.8 MI SE FROM NATCHEZ.
 BW0876'THE MARK IS LOCATED 1.8 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0876'NATCHEZ IN THE WEST CORNER OF THE WINGWALL OF A 36 INCH ROUND CONCRETE
 BW0876'CULVERT UNDER U.S. HIGHWAY 61.  IT IS 38 FEET NORTHWEST OF THE CENTER
 BW0876'OF A FRONTAGE ROAD, 42 FEET SOUTHEAST OF THE CENTER OF THE SOUTHEAST
 BW0876'LANE OF U.S. HIGHWAY 61, 20.5 FEET NORTHWEST OF A TELEPHONE CABLE, 101
 BW0876'FEET NORTHEAST OF A TELEPHONE LINE POLE WITH A LAMP ON IT, 2 FEET
 BW0876'NORTHEAST OF A METAL WITNESS POST, SET IN A DRILLED HOLE IN THE WEST
 BW0876'CORNER OF A CONCRETE WINGWALL OF A CULVERT ABOUT 5 FEET BELOW THE
 BW0876'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S.
 BW0876'HIGHWAYS 61, 98 AND 84 FOR 0.7 MILE TO THE MARK ON THE RIGHT JUST PAST
 BW0876'GRACE METHODIST CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0431 ***********************************************************************
 BW0431  DESIGNATION -  98 V 40
 BW0431  PID         -  BW0431
 BW0431  STATE/COUNTY-  MS/FRANKLIN
 BW0431  USGS QUAD   -  BUDE (1988)
 BW0431
 BW0431                         *CURRENT SURVEY CONTROL
 BW0431  ___________________________________________________________________
 BW0431* NAD 83(1986)-  31 25 13.     (N)    090 50 57.     (W)     SCALED    
 BW0431* NAVD 88     -       108.917  (meters)     357.34   (feet)  ADJUSTED  
 BW0431  ___________________________________________________________________
 BW0431  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0431  DYNAMIC HT  -         108.784 (meters)     356.90  (feet)  COMP
 BW0431  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 BW0431
 BW0431  VERT ORDER  -  SECOND    CLASS 0
 BW0431
 BW0431.The horizontal coordinates were scaled from a topographic map and have
 BW0431.an estimated accuracy of +/- 6 seconds.
 BW0431
 BW0431.The orthometric height was determined by differential leveling
 BW0431.and adjusted in February 1994.
 BW0431
 BW0431.The geoid height was determined by GEOID03.
 BW0431
 BW0431.The dynamic height is computed by dividing the NAVD 88
 BW0431.geopotential number by the normal gravity value computed on the
 BW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0431.degrees latitude (g = 980.6199 gals.).
 BW0431
 BW0431.The modeled gravity was interpolated from observed gravity values.
 BW0431
 BW0431;                    North         East    Units  Estimated Accuracy
 BW0431;SPC MS W     -   212,990.      650,960.      MT  (+/- 180 meters Scaled)
 BW0431
 BW0431                          SUPERSEDED SURVEY CONTROL
 BW0431
 BW0431  NAVD 88 (06/15/91)  108.950  (m)          357.45   (f) UNKNOWN     2 0
 BW0431  NGVD 29 (??/??/??)  108.931  (m)          357.38   (f) ADJUSTED    2 0
 BW0431
 BW0431.Superseded values are not recommended for survey control.
 BW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0431.See file dsdata.txt to determine how the superseded data were derived.
 BW0431
 BW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ044781(NAD 83)
 BW0431_MARKER: DD = SURVEY DISK
 BW0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0431_STAMPING: BM 98V-40 1967
 BW0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0431+STABILITY: SURFACE MOTION
 BW0431
 BW0431  HISTORY     - Date     Condition        Report By
 BW0431  HISTORY     - 1967     MONUMENTED       MSHD
 BW0431  HISTORY     - 1968     GOOD             MSHD
 BW0431
 BW0431                          STATION DESCRIPTION
 BW0431
 BW0431'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0431'3.5 MI S FROM BUDE.
 BW0431'THE MARK IS LOCATED NEAR THE CENTER OF THE NORTH HALF OF SECTION 7, T
 BW0431'5N, R 4E.  IT IS 81 FEET EAST OF CENTER LINE AND ABOUT 8 FEET ABOVE
 BW0431'THE LEVEL OF U.S. HIGHWAY 98, 87 FEET WEST OF A POLE WITH GUY WIRE AND
 BW0431'TELEPHONE CABLE ATTACHED, 4 FEET NORTH OF A 15 INCH PINE STUMP, AND
 BW0431'1.0 MILE NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW0431'ROUND CONCRETE POST PROJECTING 2 INCHES.  NOTE-- TO REACH FROM THE
 BW0431'U.S. POST OFFICE IN BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO
 BW0431'U.S. HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR
 BW0431'1.04 MILE TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S.
 BW0431'HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER
 BW0431'THE HOMOCHITTO RIVER.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR
 BW0431'1.45 MILES TO A CLEARED HILLSIDE AND THE MARK ON THE LEFT AS
 BW0431'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0433 ***********************************************************************
 BW0433  DESIGNATION -  98 V 41
 BW0433  PID         -  BW0433
 BW0433  STATE/COUNTY-  MS/FRANKLIN
 BW0433  USGS QUAD   -  BUDE (1988)
 BW0433
 BW0433                         *CURRENT SURVEY CONTROL
 BW0433  ___________________________________________________________________
 BW0433* NAD 83(1986)-  31 23 58.     (N)    090 50 41.     (W)     SCALED    
 BW0433* NAVD 88     -       139.114  (meters)     456.41   (feet)  ADJUSTED  
 BW0433  ___________________________________________________________________
 BW0433  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0433  DYNAMIC HT  -         138.943 (meters)     455.85  (feet)  COMP
 BW0433  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BW0433
 BW0433  VERT ORDER  -  SECOND    CLASS 0
 BW0433
 BW0433.The horizontal coordinates were scaled from a topographic map and have
 BW0433.an estimated accuracy of +/- 6 seconds.
 BW0433
 BW0433.The orthometric height was determined by differential leveling
 BW0433.and adjusted in February 1994.
 BW0433
 BW0433.The geoid height was determined by GEOID03.
 BW0433
 BW0433.The dynamic height is computed by dividing the NAVD 88
 BW0433.geopotential number by the normal gravity value computed on the
 BW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0433.degrees latitude (g = 980.6199 gals.).
 BW0433
 BW0433.The modeled gravity was interpolated from observed gravity values.
 BW0433
 BW0433;                    North         East    Units  Estimated Accuracy
 BW0433;SPC MS W     -   210,680.      651,370.      MT  (+/- 180 meters Scaled)
 BW0433
 BW0433                          SUPERSEDED SURVEY CONTROL
 BW0433
 BW0433  NAVD 88 (06/15/91)  139.147  (m)          456.52   (f) UNKNOWN     2 0
 BW0433  NGVD 29 (??/??/??)  139.129  (m)          456.46   (f) ADJUSTED    2 0
 BW0433
 BW0433.Superseded values are not recommended for survey control.
 BW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0433.See file dsdata.txt to determine how the superseded data were derived.
 BW0433
 BW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ049758(NAD 83)
 BW0433_MARKER: DD = SURVEY DISK
 BW0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0433_STAMPING: BM 98V-41 1967
 BW0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0433+STABILITY: SURFACE MOTION
 BW0433
 BW0433  HISTORY     - Date     Condition        Report By
 BW0433  HISTORY     - 1967     MONUMENTED       MSHD
 BW0433  HISTORY     - 1968     GOOD             MSHD
 BW0433
 BW0433                          STATION DESCRIPTION
 BW0433
 BW0433'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0433'4.5 MI S FROM BUDE.
 BW0433'THE MARK IS LOCATED NEAR THE CENTER OF SECTION 18, T 5N, R 4E.  IT IS
 BW0433'61 FEET EAST OF CENTER LINE AND ABOUT 4 FEET ABOVE LEVEL OF U.S.
 BW0433'HIGHWAY 98, EQUAL DISTANCE FROM 3 LARGE PECAN TREES, 22 FEET WEST OF
 BW0433'SOUTHWEST CORNER OF BARN, 4 FEET WEST OF FENCE, 2.2 FEET SOUTH OF
 BW0433'TELEPHONE CABLE POLE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 BW0433'PROJECTING 2 INCHES, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0433'PROJECTING 2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0433'BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 84.
 BW0433'TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04 MILES TO
 BW0433'U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98 FOR
 BW0433'1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER THE HOMOCHITTO
 BW0433'RIVER.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 3.02 MILES TO A
 BW0433'SIDE ROAD RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0434 ***********************************************************************
 BW0434  DESIGNATION -  98 V 42
 BW0434  PID         -  BW0434
 BW0434  STATE/COUNTY-  MS/FRANKLIN
 BW0434  USGS QUAD   -  BUDE (1988)
 BW0434
 BW0434                         *CURRENT SURVEY CONTROL
 BW0434  ___________________________________________________________________
 BW0434* NAD 83(1986)-  31 23 35.     (N)    090 50 09.     (W)     SCALED    
 BW0434* NAVD 88     -       133.500  (meters)     437.99   (feet)  ADJUSTED  
 BW0434  ___________________________________________________________________
 BW0434  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0434  DYNAMIC HT  -         133.336 (meters)     437.45  (feet)  COMP
 BW0434  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 BW0434
 BW0434  VERT ORDER  -  SECOND    CLASS 0
 BW0434
 BW0434.The horizontal coordinates were scaled from a topographic map and have
 BW0434.an estimated accuracy of +/- 6 seconds.
 BW0434
 BW0434.The orthometric height was determined by differential leveling
 BW0434.and adjusted in February 1994.
 BW0434
 BW0434.The geoid height was determined by GEOID03.
 BW0434
 BW0434.The dynamic height is computed by dividing the NAVD 88
 BW0434.geopotential number by the normal gravity value computed on the
 BW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0434.degrees latitude (g = 980.6199 gals.).
 BW0434
 BW0434.The modeled gravity was interpolated from observed gravity values.
 BW0434
 BW0434;                    North         East    Units  Estimated Accuracy
 BW0434;SPC MS W     -   209,960.      652,210.      MT  (+/- 180 meters Scaled)
 BW0434
 BW0434                          SUPERSEDED SURVEY CONTROL
 BW0434
 BW0434  NAVD 88 (06/15/91)  133.534  (m)          438.10   (f) UNKNOWN     2 0
 BW0434  NGVD 29 (??/??/??)  133.515  (m)          438.04   (f) ADJUSTED    2 0
 BW0434
 BW0434.Superseded values are not recommended for survey control.
 BW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0434.See file dsdata.txt to determine how the superseded data were derived.
 BW0434
 BW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ057751(NAD 83)
 BW0434_MARKER: DD = SURVEY DISK
 BW0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0434_STAMPING: BM 98V-42 1967
 BW0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0434+STABILITY: SURFACE MOTION
 BW0434
 BW0434  HISTORY     - Date     Condition        Report By
 BW0434  HISTORY     - 1967     MONUMENTED       MSHD
 BW0434  HISTORY     - 1968     GOOD             MSHD
 BW0434
 BW0434                          STATION DESCRIPTION
 BW0434
 BW0434'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0434'5 MI S FROM BUDE.
 BW0434'THE MARK IS LCOATED NEAR THE SOUTHWEST CORNER OF SECTION 17, T5N, R
 BW0434'4E.  IT IS 53 FEET NORTH OF CENTER LINE AND ABOUT 2 FEET ABOVE LEVEL
 BW0434'OF U.S. HIGHWAY 98, 69 FEET EAST OF CENTER LINE OF DRIVE, 2.5 FEET
 BW0434'SOUTH OF THE SOUTHWEST FENCE CORNER OF GRAVEYARD FENCE, 1 FOOT NORTH
 BW0434'OF POWER LINE, AND 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP
 BW0434'OF A 12 INCH ROUND CONCRETE POST, FLUSH WITH THE GROUND.  NOTE-- TO
 BW0434'REACH FROM THE U.S. POST OFFICE IN BUDE, GO NORTH ALONG MAIN STREET
 BW0434'FOR 0.15 MILE TO U.S. HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG
 BW0434'U.S. HIGHWAY 84 FOR 1.04 MILES TO U.S. HIGHWAY 98.  TURN LEFT AND GO
 BW0434'SOUTH ALONG U.S. HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF A LARGE
 BW0434'STEEL BRIDGE OVER THE HOMOCHITTO RIVER.  CONTINUE SOUTHEAST ALONG U.S.
 BW0434'HIGHWAY 98 FOR 3.85 MILES TO THE PILGRIMS REST PRIMITIVE BAPTIST
 BW0434'CHURCH AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0435 ***********************************************************************
 BW0435  DESIGNATION -  98 V 43
 BW0435  PID         -  BW0435
 BW0435  STATE/COUNTY-  MS/FRANKLIN
 BW0435  USGS QUAD   -  BUDE (1988)
 BW0435
 BW0435                         *CURRENT SURVEY CONTROL
 BW0435  ___________________________________________________________________
 BW0435* NAD 83(1986)-  31 22 59.     (N)    090 49 38.     (W)     SCALED    
 BW0435* NAVD 88     -       136.128  (meters)     446.61   (feet)  ADJUSTED  
 BW0435  ___________________________________________________________________
 BW0435  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0435  DYNAMIC HT  -         135.960 (meters)     446.06  (feet)  COMP
 BW0435  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BW0435
 BW0435  VERT ORDER  -  SECOND    CLASS 0
 BW0435
 BW0435.The horizontal coordinates were scaled from a topographic map and have
 BW0435.an estimated accuracy of +/- 6 seconds.
 BW0435
 BW0435.The orthometric height was determined by differential leveling
 BW0435.and adjusted in February 1994.
 BW0435
 BW0435.The geoid height was determined by GEOID03.
 BW0435
 BW0435.The dynamic height is computed by dividing the NAVD 88
 BW0435.geopotential number by the normal gravity value computed on the
 BW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0435.degrees latitude (g = 980.6199 gals.).
 BW0435
 BW0435.The modeled gravity was interpolated from observed gravity values.
 BW0435
 BW0435;                    North         East    Units  Estimated Accuracy
 BW0435;SPC MS W     -   208,850.      653,020.      MT  (+/- 180 meters Scaled)
 BW0435
 BW0435                          SUPERSEDED SURVEY CONTROL
 BW0435
 BW0435  NAVD 88 (06/15/91)  136.161  (m)          446.72   (f) UNKNOWN     2 0
 BW0435  NGVD 29 (??/??/??)  136.143  (m)          446.66   (f) ADJUSTED    2 0
 BW0435
 BW0435.Superseded values are not recommended for survey control.
 BW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0435.See file dsdata.txt to determine how the superseded data were derived.
 BW0435
 BW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ066740(NAD 83)
 BW0435_MARKER: DD = SURVEY DISK
 BW0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0435_STAMPING: BM 98V-43 1968
 BW0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0435+STABILITY: SURFACE MOTION
 BW0435
 BW0435  HISTORY     - Date     Condition        Report By
 BW0435  HISTORY     - 1968     MONUMENTED       MSHD
 BW0435
 BW0435                          STATION DESCRIPTION
 BW0435
 BW0435'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0435'5.5 MI S FROM BUDE.
 BW0435'THE MARK IS LOCATED IN THE CENTER OF THE SOUTH HALF OF SECTION 20, T
 BW0435'5N, R 4E.  IT IS 45 FEET WEST SOUTHWEST OF CENTER LINE AND ABOUT LEVEL
 BW0435'WITH U.S. HIGHWAY 98, 78 FEET NORTH NORTHWEST OF 15 INCH PINE, 5 FEET
 BW0435'EAST OF FENCE, 2.4 FEET NORTH OF POWER POLE WITH TRANSFORMER AND GUY
 BW0435'WIRES, 1.4 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 BW0435'12 INCH ROUND CONCRETE POST AND FLUSH WITH THE GROUND. NOTE-- TO REACH
 BW0435'FROM THE U.S. POST OFFICE IN BUDE GO NORTH ALONG MAIN STREET FOR 0.15
 BW0435'MILE TO U.S. HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S.
 BW0435'HIGHWAY 84 FOR 1.04 MILES TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH
 BW0435'ALONG U.S. HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF A LARGE STEEL
 BW0435'BRIDGE OVER THE HOMOCHITTO RIVER.  CONTINUE SOUTHEAST ALONG U.S.
 BW0435'HIGHWAY 98 FOR 3.85 MILES TO THE PILGRIMS REST PRIMITIVE BAPTIST
 BW0435'CHURCH.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 0.7 MILE TO A
 BW0435'SIDE ROAD LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0436 ***********************************************************************
 BW0436  DESIGNATION -  98 V 44
 BW0436  PID         -  BW0436
 BW0436  STATE/COUNTY-  MS/FRANKLIN
 BW0436  USGS QUAD   -  BUSY CORNER (1988)
 BW0436
 BW0436                         *CURRENT SURVEY CONTROL
 BW0436  ___________________________________________________________________
 BW0436* NAD 83(1986)-  31 22 28.     (N)    090 49 19.     (W)     SCALED    
 BW0436* NAVD 88     -       138.680  (meters)     454.99   (feet)  ADJUSTED  
 BW0436  ___________________________________________________________________
 BW0436  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BW0436  DYNAMIC HT  -         138.509 (meters)     454.42  (feet)  COMP
 BW0436  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 BW0436
 BW0436  VERT ORDER  -  SECOND    CLASS 0
 BW0436
 BW0436.The horizontal coordinates were scaled from a topographic map and have
 BW0436.an estimated accuracy of +/- 6 seconds.
 BW0436
 BW0436.The orthometric height was determined by differential leveling
 BW0436.and adjusted in February 1994.
 BW0436
 BW0436.The geoid height was determined by GEOID03.
 BW0436
 BW0436.The dynamic height is computed by dividing the NAVD 88
 BW0436.geopotential number by the normal gravity value computed on the
 BW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0436.degrees latitude (g = 980.6199 gals.).
 BW0436
 BW0436.The modeled gravity was interpolated from observed gravity values.
 BW0436
 BW0436;                    North         East    Units  Estimated Accuracy
 BW0436;SPC MS W     -   207,890.      653,520.      MT  (+/- 180 meters Scaled)
 BW0436
 BW0436                          SUPERSEDED SURVEY CONTROL
 BW0436
 BW0436  NAVD 88 (06/15/91)  138.714  (m)          455.10   (f) UNKNOWN     2 0
 BW0436  NGVD 29 (??/??/??)  138.696  (m)          455.04   (f) ADJUSTED    2 0
 BW0436
 BW0436.Superseded values are not recommended for survey control.
 BW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0436.See file dsdata.txt to determine how the superseded data were derived.
 BW0436
 BW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ071731(NAD 83)
 BW0436_MARKER: DD = SURVEY DISK
 BW0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0436_STAMPING: BM 98V-44 1968
 BW0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0436+STABILITY: SURFACE MOTION
 BW0436
 BW0436  HISTORY     - Date     Condition        Report By
 BW0436  HISTORY     - 1968     MONUMENTED       MSHD
 BW0436
 BW0436                          STATION DESCRIPTION
 BW0436
 BW0436'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0436'6 MI S FROM BUDE.
 BW0436'THE MARK IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 29, T 5N, R
 BW0436'4E.  IT IS 48 FEET NORTHEAST OF CENTER LINE AND ABOUT LEVEL WITH U.S.
 BW0436'HIGHWAY 98, 44 FEET NORTHWEST OF CENTER LINE OF PAVED SIDE ROAD, 235
 BW0436'FEET SOUTHEAST OF COUNTRY STORE, 44 FEET SOUTH OF TELEPHONE CABLE POLE
 BW0436'WITH GUY WIRE, 7.3 FEET SOUTHEAST OF SOUTH POST OF MIDDLETON CREEK
 BW0436'PRIMITIVE BAPTIST CHURCH SIGN, 1.5 FEET NORTHWEST OF A METAL WITNESS
 BW0436'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 3
 BW0436'INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN BUDE GO NORTH
 BW0436'ALONG MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 84. TURN LEFT AND GO
 BW0436'SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.05 MILE TO U.S. HIGHWAY 98. TURN
 BW0436'LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98 FOR 1.35 MILES TO THE CENTER
 BW0436'OF A LARGE STEEL BRIDGE OVER THE HOMOCHITTO RIVER. CONTINUE
 BW0436'SOUTHEASTERLY ALONG U.S. HIGHWAY 98 FOR 3.85 MILES TO THE PILGRIMS
 BW0436'REST PRIMITIVE BAPTIST CHURCH.  CONTINUE SOUTHEASTERLY ALONG U.S.
 BW0436'HIGHWAY 98 FOR 1.45 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT
 BW0436'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0437 ***********************************************************************
 BW0437  DESIGNATION -  98 V 45
 BW0437  PID         -  BW0437
 BW0437  STATE/COUNTY-  MS/FRANKLIN
 BW0437  USGS QUAD   -  BUSY CORNER (1988)
 BW0437
 BW0437                         *CURRENT SURVEY CONTROL
 BW0437  ___________________________________________________________________
 BW0437* NAD 83(1986)-  31 22 07.     (N)    090 48 49.     (W)     SCALED    
 BW0437* NAVD 88     -       141.614  (meters)     464.61   (feet)  ADJUSTED  
 BW0437  ___________________________________________________________________
 BW0437  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BW0437  DYNAMIC HT  -         141.439 (meters)     464.04  (feet)  COMP
 BW0437  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 BW0437
 BW0437  VERT ORDER  -  SECOND    CLASS 0
 BW0437
 BW0437.The horizontal coordinates were scaled from a topographic map and have
 BW0437.an estimated accuracy of +/- 6 seconds.
 BW0437
 BW0437.The orthometric height was determined by differential leveling
 BW0437.and adjusted in February 1994.
 BW0437
 BW0437.The geoid height was determined by GEOID03.
 BW0437
 BW0437.The dynamic height is computed by dividing the NAVD 88
 BW0437.geopotential number by the normal gravity value computed on the
 BW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0437.degrees latitude (g = 980.6199 gals.).
 BW0437
 BW0437.The modeled gravity was interpolated from observed gravity values.
 BW0437
 BW0437;                    North         East    Units  Estimated Accuracy
 BW0437;SPC MS W     -   207,240.      654,310.      MT  (+/- 180 meters Scaled)
 BW0437
 BW0437                          SUPERSEDED SURVEY CONTROL
 BW0437
 BW0437  NAVD 88 (06/15/91)  141.648  (m)          464.72   (f) UNKNOWN     2 0
 BW0437  NGVD 29 (??/??/??)  141.630  (m)          464.66   (f) ADJUSTED    2 0
 BW0437
 BW0437.Superseded values are not recommended for survey control.
 BW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0437.See file dsdata.txt to determine how the superseded data were derived.
 BW0437
 BW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ079725(NAD 83)
 BW0437_MARKER: DD = SURVEY DISK
 BW0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0437_STAMPING: BM 98V-45 1968
 BW0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0437+STABILITY: SURFACE MOTION
 BW0437
 BW0437  HISTORY     - Date     Condition        Report By
 BW0437  HISTORY     - 1968     MONUMENTED       MSHD
 BW0437
 BW0437                          STATION DESCRIPTION
 BW0437
 BW0437'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0437'6.5 MI S FROM BUDE.
 BW0437'THE MARK IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 28, T 5N, R 4E. IT
 BW0437'IS 47 FEET NORTH OF CENTER LINE AND ABOUT 4 FEET ABOVE LEVEL OF U.S.
 BW0437'HIGHWAY 98, 107 FEET WEST OF POWER POLE WITH GUY WIRE, 39 FEET WEST OF
 BW0437'A 2 INCH PIPE WITH CAP, 5.7 FEET SOUTHEAST OF FENCE CORNER, 1.2 FEET
 BW0437'WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0437'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S.
 BW0437'POST OFFICE IN BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S.
 BW0437'HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04
 BW0437'MILE TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98
 BW0437'FOR 1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER THE
 BW0437'HOMOCHITTO RIVER.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 3.85
 BW0437'MILES TO THE PILGRIMS REST PRIMITIVE BAPTIST CHURCH.  CONTINUE
 BW0437'SOUTHEASTERLY ALONG U.S. HIGHWAY 98 FOR 2.10 MILES TO A SIDE ROAD
 BW0437'RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0438 ***********************************************************************
 BW0438  DESIGNATION -  98 V 46
 BW0438  PID         -  BW0438
 BW0438  STATE/COUNTY-  MS/FRANKLIN
 BW0438  USGS QUAD   -  BUSY CORNER (1988)
 BW0438
 BW0438                         *CURRENT SURVEY CONTROL
 BW0438  ___________________________________________________________________
 BW0438* NAD 83(1986)-  31 22 02.     (N)    090 48 13.     (W)     SCALED    
 BW0438* NAVD 88     -       140.991  (meters)     462.57   (feet)  ADJUSTED  
 BW0438  ___________________________________________________________________
 BW0438  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BW0438  DYNAMIC HT  -         140.817 (meters)     462.00  (feet)  COMP
 BW0438  MODELED GRAV-     979,401.9   (mgal)                       NAVD 88
 BW0438
 BW0438  VERT ORDER  -  SECOND    CLASS 0
 BW0438
 BW0438.The horizontal coordinates were scaled from a topographic map and have
 BW0438.an estimated accuracy of +/- 6 seconds.
 BW0438
 BW0438.The orthometric height was determined by differential leveling
 BW0438.and adjusted in February 1994.
 BW0438
 BW0438.The geoid height was determined by GEOID03.
 BW0438
 BW0438.The dynamic height is computed by dividing the NAVD 88
 BW0438.geopotential number by the normal gravity value computed on the
 BW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0438.degrees latitude (g = 980.6199 gals.).
 BW0438
 BW0438.The modeled gravity was interpolated from observed gravity values.
 BW0438
 BW0438;                    North         East    Units  Estimated Accuracy
 BW0438;SPC MS W     -   207,090.      655,260.      MT  (+/- 180 meters Scaled)
 BW0438
 BW0438                          SUPERSEDED SURVEY CONTROL
 BW0438
 BW0438  NAVD 88 (06/15/91)  141.025  (m)          462.68   (f) UNKNOWN     2 0
 BW0438  NGVD 29 (??/??/??)  141.008  (m)          462.62   (f) ADJUSTED    2 0
 BW0438
 BW0438.Superseded values are not recommended for survey control.
 BW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0438.See file dsdata.txt to determine how the superseded data were derived.
 BW0438
 BW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ088723(NAD 83)
 BW0438_MARKER: DD = SURVEY DISK
 BW0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0438_STAMPING: BM 98V-46 1968
 BW0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0438+STABILITY: SURFACE MOTION
 BW0438
 BW0438  HISTORY     - Date     Condition        Report By
 BW0438  HISTORY     - 1968     MONUMENTED       MSHD
 BW0438
 BW0438                          STATION DESCRIPTION
 BW0438
 BW0438'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0438'7 MI S FROM BUDE.
 BW0438'THE MARK IS LOCATED NEAR THE EAST BOUNDARY OF THE SOUTHEAST 1/4 OF
 BW0438'SECTION 28, T5N, R 4E.  IT IS 220 FEET NORTH OF CENTER LINE AND ABOUT
 BW0438'3 FEET ABOVE LEVEL OF U.S. HIGHWAY 98, 50 FEET EAST OF NORTHEAST
 BW0438'CORNER OF CHURCH, 2 FEET SOUTH OF SOUTHEAST CORNER OF GRAVEYARD FENCE,
 BW0438'AND 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW0438'ROUND CONCRETE POST PROJECTING 3 INCHES.  NOTE-- TO REACH FROM THE
 BW0438'U.S. POST OFFICE IN BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO
 BW0438'U.S. HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR
 BW0438'1.04 MILES TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S.
 BW0438'HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER
 BW0438'THE HOMOCHITTO RIVER.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR
 BW0438'6.5 MILES TO THE SILOAM BAPTIST CHURCH AND THE MARK ON THE LEFT AS
 BW0438'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0439 ***********************************************************************
 BW0439  DESIGNATION -  98 V 47
 BW0439  PID         -  BW0439
 BW0439  STATE/COUNTY-  MS/FRANKLIN
 BW0439  USGS QUAD   -  BUSY CORNER (1988)
 BW0439
 BW0439                         *CURRENT SURVEY CONTROL
 BW0439  ___________________________________________________________________
 BW0439* NAD 83(1986)-  31 22 10.     (N)    090 47 24.     (W)     SCALED    
 BW0439* NAVD 88     -       144.467  (meters)     473.97   (feet)  ADJUSTED  
 BW0439  ___________________________________________________________________
 BW0439  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0439  DYNAMIC HT  -         144.288 (meters)     473.38  (feet)  COMP
 BW0439  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 BW0439
 BW0439  VERT ORDER  -  SECOND    CLASS 0
 BW0439
 BW0439.The horizontal coordinates were scaled from a topographic map and have
 BW0439.an estimated accuracy of +/- 6 seconds.
 BW0439
 BW0439.The orthometric height was determined by differential leveling
 BW0439.and adjusted in February 1994.
 BW0439
 BW0439.The geoid height was determined by GEOID03.
 BW0439
 BW0439.The dynamic height is computed by dividing the NAVD 88
 BW0439.geopotential number by the normal gravity value computed on the
 BW0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0439.degrees latitude (g = 980.6199 gals.).
 BW0439
 BW0439.The modeled gravity was interpolated from observed gravity values.
 BW0439
 BW0439;                    North         East    Units  Estimated Accuracy
 BW0439;SPC MS W     -   207,330.      656,560.      MT  (+/- 180 meters Scaled)
 BW0439
 BW0439                          SUPERSEDED SURVEY CONTROL
 BW0439
 BW0439  NAVD 88 (06/15/91)  144.501  (m)          474.08   (f) UNKNOWN     2 0
 BW0439  NGVD 29 (??/??/??)  144.485  (m)          474.03   (f) ADJUSTED    2 0
 BW0439
 BW0439.Superseded values are not recommended for survey control.
 BW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0439.See file dsdata.txt to determine how the superseded data were derived.
 BW0439
 BW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ101726(NAD 83)
 BW0439_MARKER: DD = SURVEY DISK
 BW0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0439_STAMPING: BM 98V-47 1968
 BW0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0439+STABILITY: SURFACE MOTION
 BW0439
 BW0439  HISTORY     - Date     Condition        Report By
 BW0439  HISTORY     - 1968     MONUMENTED       MSHD
 BW0439
 BW0439                          STATION DESCRIPTION
 BW0439
 BW0439'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0439'7 MI SSE FROM BUDE.
 BW0439'THE MARK IS LOCATED NEAR THE CENTER OF THE EAST HALF OF SECTION 27, T
 BW0439'5N, R 4E.  IT IS 50 FEET SOUTH OF CENTER LINE AND ABOUT LEVEL WITH
 BW0439'U.S. HIGHWAY 98, APPROXIMATELY 165 FEET EAST OF SIDE ROAD NORTH, 12
 BW0439'FEET WEST OF CENTER LINE OF FIELD ROAD, 52 FEET NORTH OF POWER POLE
 BW0439'NO. 34, 1.6 FEET NORTH OF FENCE, AND 1.5 FEET EAST OF A METAL WITNESS
 BW0439'POST, PROJECTING 3 INCHES, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW0439'POST PROJECTING 3 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 BW0439'IN BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 84.
 BW0439'TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04 MILES TO
 BW0439'U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98 FOR
 BW0439'1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER THE HOMOCHITTO
 BW0439'RIVER.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 6.5 MILES TO THE
 BW0439'SILOAM BAPTIST CHURCH.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR
 BW0439'0.8 MILE TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0444 ***********************************************************************
 BW0444  DESIGNATION -  98 V 48
 BW0444  PID         -  BW0444
 BW0444  STATE/COUNTY-  MS/FRANKLIN
 BW0444  USGS QUAD   -  BUSY CORNER (1988)
 BW0444
 BW0444                         *CURRENT SURVEY CONTROL
 BW0444  ___________________________________________________________________
 BW0444* NAD 83(1986)-  31 22 18.     (N)    090 45 48.     (W)     SCALED    
 BW0444* NAVD 88     -       130.630  (meters)     428.58   (feet)  ADJUSTED  
 BW0444  ___________________________________________________________________
 BW0444  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0444  DYNAMIC HT  -         130.468 (meters)     428.04  (feet)  COMP
 BW0444  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 BW0444
 BW0444  VERT ORDER  -  SECOND    CLASS 0
 BW0444
 BW0444.The horizontal coordinates were scaled from a topographic map and have
 BW0444.an estimated accuracy of +/- 6 seconds.
 BW0444
 BW0444.The orthometric height was determined by differential leveling
 BW0444.and adjusted in February 1994.
 BW0444
 BW0444.The geoid height was determined by GEOID03.
 BW0444
 BW0444.The dynamic height is computed by dividing the NAVD 88
 BW0444.geopotential number by the normal gravity value computed on the
 BW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0444.degrees latitude (g = 980.6199 gals.).
 BW0444
 BW0444.The modeled gravity was interpolated from observed gravity values.
 BW0444
 BW0444;                    North         East    Units  Estimated Accuracy
 BW0444;SPC MS W     -   207,560.      659,100.      MT  (+/- 180 meters Scaled)
 BW0444
 BW0444                          SUPERSEDED SURVEY CONTROL
 BW0444
 BW0444  NAVD 88 (06/15/91)  130.665  (m)          428.69   (f) UNKNOWN     2 0
 BW0444  NGVD 29 (??/??/??)  130.649  (m)          428.64   (f) ADJUSTED    2 0
 BW0444
 BW0444.Superseded values are not recommended for survey control.
 BW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0444.See file dsdata.txt to determine how the superseded data were derived.
 BW0444
 BW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ127729(NAD 83)
 BW0444_MARKER: DD = SURVEY DISK
 BW0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0444_SP_SET: CULVERT
 BW0444_STAMPING: BM 98V-48 1968
 BW0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0444
 BW0444  HISTORY     - Date     Condition        Report By
 BW0444  HISTORY     - 1968     MONUMENTED       MSHD
 BW0444
 BW0444                          STATION DESCRIPTION
 BW0444
 BW0444'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0444'8 MI SSE FROM BUDE.
 BW0444'THE MARK IS LOCATED AT THE CENTER OF SECTION 25, T 5N, R 4E.  IT IS 19
 BW0444'FEET SOUTH OF CENTER LINE AND ABOUT 1 FOOT BELOW THE LEVEL OF U.S.
 BW0444'HIGHWAY 98, 216 FEET WEST OF 24 INCH LONE PINE, AND 1.9 FEET EAST OF A
 BW0444'METAL WITNESS POST, SET IN A DRILLED HOLE IN THE WEST END OF THE SOUTH
 BW0444'HEADWALL OF A 32 FOOT BOX CULVERT.  NOTE-- TO REACH FROM THE U.S. POST
 BW0444'OFFICE IN BUDE GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S.
 BW0444'HIGHWAY 84.  TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04
 BW0444'MILES TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY
 BW0444'98 FOR 1.35 MILES TO THE CENTER OF A LARGE BRIDGE OVER THE HOMOCHITTO
 BW0444'RIVER.  CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 8.2 MILES TO A
 BW0444'CROSSROADS WITH A CHURCH AND STORE IN OPPOSITE QUADRANTS. CONTINUE
 BW0444'EAST ALONG U.S. HIGHWAY 98 FOR 0.8 MILE TO A LARGE BOX CULVERT AND THE
 BW0444'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0445 ***********************************************************************
 BW0445  DESIGNATION -  98 V 49
 BW0445  PID         -  BW0445
 BW0445  STATE/COUNTY-  MS/FRANKLIN
 BW0445  USGS QUAD   -  SMITHDALE (1972)
 BW0445
 BW0445                         *CURRENT SURVEY CONTROL
 BW0445  ___________________________________________________________________
 BW0445* NAD 83(1986)-  31 22 02.     (N)    090 44 56.     (W)     SCALED    
 BW0445* NAVD 88     -       146.593  (meters)     480.95   (feet)  ADJUSTED  
 BW0445  ___________________________________________________________________
 BW0445  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0445  DYNAMIC HT  -         146.411 (meters)     480.35  (feet)  COMP
 BW0445  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BW0445
 BW0445  VERT ORDER  -  SECOND    CLASS 0
 BW0445
 BW0445.The horizontal coordinates were scaled from a topographic map and have
 BW0445.an estimated accuracy of +/- 6 seconds.
 BW0445
 BW0445.The orthometric height was determined by differential leveling
 BW0445.and adjusted in February 1994.
 BW0445
 BW0445.The geoid height was determined by GEOID03.
 BW0445
 BW0445.The dynamic height is computed by dividing the NAVD 88
 BW0445.geopotential number by the normal gravity value computed on the
 BW0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0445.degrees latitude (g = 980.6199 gals.).
 BW0445
 BW0445.The modeled gravity was interpolated from observed gravity values.
 BW0445
 BW0445;                    North         East    Units  Estimated Accuracy
 BW0445;SPC MS W     -   207,060.      660,470.      MT  (+/- 180 meters Scaled)
 BW0445
 BW0445                          SUPERSEDED SURVEY CONTROL
 BW0445
 BW0445  NAVD 88 (06/15/91)  146.628  (m)          481.06   (f) UNKNOWN     2 0
 BW0445  NGVD 29 (??/??/??)  146.613  (m)          481.01   (f) ADJUSTED    2 0
 BW0445
 BW0445.Superseded values are not recommended for survey control.
 BW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0445.See file dsdata.txt to determine how the superseded data were derived.
 BW0445
 BW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ141724(NAD 83)
 BW0445_MARKER: DD = SURVEY DISK
 BW0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0445_STAMPING: BM 98V-49 1968
 BW0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0445+STABILITY: SURFACE MOTION
 BW0445
 BW0445  HISTORY     - Date     Condition        Report By
 BW0445  HISTORY     - 1968     MONUMENTED       MSHD
 BW0445
 BW0445                          STATION DESCRIPTION
 BW0445
 BW0445'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0445'9 MI SE FROM BUDE.
 BW0445'THE MARK IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 30, T 5N, R 5E. IT
 BW0445'IS 59 FEET SOUTH SOUTHWEST OF CENTER LINE AND ABOUT LEVEL WITH U.S.
 BW0445'HIGHWAY 98, 47 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 26 FEET NORTH
 BW0445'OF 24 INCH OAK, 21 FEET NORTH OF POWER POLE WITH GUY WIRE, 24 FEET
 BW0445'WEST OF 12 INCH OAK, 2.1 FEET NORTHWEST OF FENCE CORNER, AND 1.3 FEET
 BW0445'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0445'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S.
 BW0445'POST OFFICE IN BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S.
 BW0445'HIGHWAY 84.  TURN LEFT AND GO SOUTHWESTERLY ALONG U.S. HIGHWAY 84 FOR
 BW0445'1.04 MILE TO U.S. HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S.
 BW0445'HIGHWAY 98 FOR 1.35 MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER
 BW0445'THE HOMOCHITTO RIVER.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY 98
 BW0445'FOR 9.98 MILES TO A MICRO-WAVE TOWER ON THE LEFT AND THE MARK ON THE
 BW0445'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0877 ***********************************************************************
 BW0877  DESIGNATION -  98 V 5
 BW0877  PID         -  BW0877
 BW0877  STATE/COUNTY-  MS/ADAMS
 BW0877  USGS QUAD   -  NATCHEZ (1976)
 BW0877
 BW0877                         *CURRENT SURVEY CONTROL
 BW0877  ___________________________________________________________________
 BW0877* NAD 83(1986)-  31 32 25.     (N)    091 22 36.     (W)     SCALED    
 BW0877* NAVD 88     -        55.312  (meters)     181.47   (feet)  ADJUSTED  
 BW0877  ___________________________________________________________________
 BW0877  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0877  DYNAMIC HT  -          55.245 (meters)     181.25  (feet)  COMP
 BW0877  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 BW0877
 BW0877  VERT ORDER  -  SECOND    CLASS 0
 BW0877
 BW0877.The horizontal coordinates were scaled from a topographic map and have
 BW0877.an estimated accuracy of +/- 6 seconds.
 BW0877
 BW0877.The orthometric height was determined by differential leveling
 BW0877.and adjusted in February 1994.
 BW0877
 BW0877.The geoid height was determined by GEOID03.
 BW0877
 BW0877.The dynamic height is computed by dividing the NAVD 88
 BW0877.geopotential number by the normal gravity value computed on the
 BW0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0877.degrees latitude (g = 980.6199 gals.).
 BW0877
 BW0877.The modeled gravity was interpolated from observed gravity values.
 BW0877
 BW0877;                    North         East    Units  Estimated Accuracy
 BW0877;SPC MS W     -   226,650.      600,930.      MT  (+/- 180 meters Scaled)
 BW0877
 BW0877                          SUPERSEDED SURVEY CONTROL
 BW0877
 BW0877  NAVD 88 (06/15/91)   55.333  (m)          181.54   (f) UNKNOWN     2 0
 BW0877  NGVD 29 (??/??/??)   55.313  (m)          181.47   (f) ADJUSTED    2 0
 BW0877
 BW0877.Superseded values are not recommended for survey control.
 BW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0877.See file dsdata.txt to determine how the superseded data were derived.
 BW0877
 BW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ541906(NAD 83)
 BW0877_MARKER: DD = SURVEY DISK
 BW0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0877_SP_SET: BRIDGE
 BW0877_STAMPING: BM 98V-5 1967
 BW0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0877
 BW0877  HISTORY     - Date     Condition        Report By
 BW0877  HISTORY     - 1967     MONUMENTED       MSHD
 BW0877  HISTORY     - 1970     GOOD             MSHD
 BW0877
 BW0877                          STATION DESCRIPTION
 BW0877
 BW0877'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0877'1.6 MI SE FROM NATCHEZ.
 BW0877'THE MARK IS LOCATED 1.6 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0877'NATCHEZ IN THE WEST END OF THE NORTH ABUTMENT OF BRIDGE NO. 43.4 OVER
 BW0877'THE MISSISSIPPI CENTRAL RAILROAD TRACK AND ON THE WEST RIGHT-OF-WAY OF
 BW0877'U.S. HIGHWAYS 61, 98 AND 84.  IT IS 22 FEET WEST OF THE CENTER OF THE
 BW0877'WEST LANE OF U.S. HIGHWAYS 61, 98 AND 84, 35 FEET EAST OF A POWER LINE
 BW0877'POLE WITH A TRANSFORMER ON IT, 39.5 FEET SOUTH OF THE SOUTH RAILING
 BW0877'FOR A GROUP OF STEPS, 11.5 FEET SOUTH OF A METAL WITNESS POST, SET IN
 BW0877'A DRILLED HOLE IN THE WEST END OF THE NORTH ABUTMENT OF A CONCRETE
 BW0877'BRIDGE OVER THE MISSISSIPPI CENTRAL RAILROAD TRACK AND IS ABOUT 1 FOOT
 BW0877'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW0877'U.S. HIGHWAYS 98, 84 AND 61 AT THE SOUTHEAST EDGE OF NATCHEZ GO
 BW0877'NORTHEAST ON U.S. HIGHWAYS 61, 98 AND 84 FOR 1.1 MILES TO THE CONCRETE
 BW0877'BRIDGE AND THE MARK ON THE LEFT JUST BEFORE REACHING THE MONTEBELLO
 BW0877'SCHOOL ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0447 ***********************************************************************
 BW0447  DESIGNATION -  98 V 50
 BW0447  PID         -  BW0447
 BW0447  STATE/COUNTY-  MS/FRANKLIN
 BW0447  USGS QUAD   -  SMITHDALE (1972)
 BW0447
 BW0447                         *CURRENT SURVEY CONTROL
 BW0447  ___________________________________________________________________
 BW0447* NAD 83(1986)-  31 21 45.     (N)    090 44 11.     (W)     SCALED    
 BW0447* NAVD 88     -       141.000  (meters)     462.60   (feet)  ADJUSTED  
 BW0447  ___________________________________________________________________
 BW0447  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0447  DYNAMIC HT  -         140.825 (meters)     462.02  (feet)  COMP
 BW0447  MODELED GRAV-     979,399.1   (mgal)                       NAVD 88
 BW0447
 BW0447  VERT ORDER  -  SECOND    CLASS 0
 BW0447
 BW0447.The horizontal coordinates were scaled from a topographic map and have
 BW0447.an estimated accuracy of +/- 6 seconds.
 BW0447
 BW0447.The orthometric height was determined by differential leveling
 BW0447.and adjusted in February 1994.
 BW0447
 BW0447.The geoid height was determined by GEOID03.
 BW0447
 BW0447.The dynamic height is computed by dividing the NAVD 88
 BW0447.geopotential number by the normal gravity value computed on the
 BW0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0447.degrees latitude (g = 980.6199 gals.).
 BW0447
 BW0447.The modeled gravity was interpolated from observed gravity values.
 BW0447
 BW0447;                    North         East    Units  Estimated Accuracy
 BW0447;SPC MS W     -   206,540.      661,660.      MT  (+/- 180 meters Scaled)
 BW0447
 BW0447                          SUPERSEDED SURVEY CONTROL
 BW0447
 BW0447  NAVD 88 (06/15/91)  141.035  (m)          462.71   (f) UNKNOWN     2 0
 BW0447  NGVD 29 (??/??/??)  141.020  (m)          462.66   (f) ADJUSTED    2 0
 BW0447
 BW0447.Superseded values are not recommended for survey control.
 BW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0447.See file dsdata.txt to determine how the superseded data were derived.
 BW0447
 BW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ153719(NAD 83)
 BW0447_MARKER: DD = SURVEY DISK
 BW0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0447_STAMPING: BM 98V-50 1968
 BW0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0447+STABILITY: SURFACE MOTION
 BW0447
 BW0447  HISTORY     - Date     Condition        Report By
 BW0447  HISTORY     - 1968     MONUMENTED       MSHD
 BW0447
 BW0447                          STATION DESCRIPTION
 BW0447
 BW0447'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0447'9.5 MI SE FROM BUDE.
 BW0447'THE MARK IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 31, T 5N, R
 BW0447'5E.  IT IS 61 FEET SOUTH OF CENTER LINE AND ABOUT 4 FEET ABOVE LEVEL
 BW0447'OF U.S. HIGHWAY 98, 25 FEET WEST OF CENTER LINE OF GRAVELED FIELD
 BW0447'ROAD, 18 FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, 5 FEET NORTH
 BW0447'OF AN 18 INCH PINE, 1.6 FEET NORTH OF FENCE AND 1.3 FEET EAST OF A
 BW0447'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0447'FLUSH WITH THE GROUND. NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0447'BUDE, GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 84.
 BW0447'TURN LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04 MILES TO
 BW0447'U.S. HIGHWAY 98. TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98 FOR 1.35
 BW0447'MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER THE HOMOCHITTO RIVER.
 BW0447'CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 10 MILES TO A MICRO-WAVE
 BW0447'TOWER ON THE LEFT AND A SIDE ROAD TO THE RIGHT. CONTINUE EAST ALONG
 BW0447'U.S. HIGHWAY 98 FOR 0.8 MILE TO A SIDE ROAD AND THE MARK ON THE RIGHT
 BW0447'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0448 ***********************************************************************
 BW0448  DESIGNATION -  98 V 51
 BW0448  PID         -  BW0448
 BW0448  STATE/COUNTY-  MS/FRANKLIN
 BW0448  USGS QUAD   -  SMITHDALE (1972)
 BW0448
 BW0448                         *CURRENT SURVEY CONTROL
 BW0448  ___________________________________________________________________
 BW0448* NAD 83(1986)-  31 21 37.     (N)    090 43 28.     (W)     SCALED    
 BW0448* NAVD 88     -       140.233  (meters)     460.08   (feet)  ADJUSTED  
 BW0448  ___________________________________________________________________
 BW0448  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0448  DYNAMIC HT  -         140.060 (meters)     459.51  (feet)  COMP
 BW0448  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 BW0448
 BW0448  VERT ORDER  -  SECOND    CLASS 0
 BW0448
 BW0448.The horizontal coordinates were scaled from a topographic map and have
 BW0448.an estimated accuracy of +/- 6 seconds.
 BW0448
 BW0448.The orthometric height was determined by differential leveling
 BW0448.and adjusted in February 1994.
 BW0448
 BW0448.The geoid height was determined by GEOID03.
 BW0448
 BW0448.The dynamic height is computed by dividing the NAVD 88
 BW0448.geopotential number by the normal gravity value computed on the
 BW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0448.degrees latitude (g = 980.6199 gals.).
 BW0448
 BW0448.The modeled gravity was interpolated from observed gravity values.
 BW0448
 BW0448;                    North         East    Units  Estimated Accuracy
 BW0448;SPC MS W     -   206,290.      662,790.      MT  (+/- 180 meters Scaled)
 BW0448
 BW0448                          SUPERSEDED SURVEY CONTROL
 BW0448
 BW0448  NAVD 88 (06/15/91)  140.269  (m)          460.20   (f) UNKNOWN     2 0
 BW0448  NGVD 29 (??/??/??)  140.254  (m)          460.15   (f) ADJUSTED    2 0
 BW0448
 BW0448.Superseded values are not recommended for survey control.
 BW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0448.See file dsdata.txt to determine how the superseded data were derived.
 BW0448
 BW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ164717(NAD 83)
 BW0448_MARKER: DD = SURVEY DISK
 BW0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0448_STAMPING: BM 98V-51 1968
 BW0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0448+STABILITY: SURFACE MOTION
 BW0448
 BW0448  HISTORY     - Date     Condition        Report By
 BW0448  HISTORY     - 1968     MONUMENTED       MSHD
 BW0448
 BW0448                          STATION DESCRIPTION
 BW0448
 BW0448'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0448'10 MI SE FROM BUDE.
 BW0448'THE MARK IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 32, T 5N, R 5E. IT
 BW0448'IS 51 FEET SOUTH OF CENTER LINE AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BW0448'U.S. HIGHWAY 98, 12 FEET EAST OF CENTER OF STEEL PIPE CATTLE GAP, 5
 BW0448'FEET EAST OF FENCE CORNER POST, AND 1 FOOT WEST OF A METAL WITNESS
 BW0448'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 3
 BW0448'INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN BUDE, GO NORTH
 BW0448'ALONG MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 84.  TURN LEFT AND GO
 BW0448'SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04 MILES TO U.S. HIGHWAY 98.
 BW0448'TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98 FOR 1.35 MILES TO A LARGE
 BW0448'STEEL BRIDGE OVER THE HOMOCHITTO RIVER.  CONTINUE SOUTHEAST ALONG U.S.
 BW0448'HIGHWAY 98 FOR 10 MILES TO A MICRO-WAVE TOWER ON THE LEFT AND A SIDE
 BW0448'ROAD TO THE RIGHT.  CONTINUE EAST ALONG U.S. HIGHWAY 98 FOR 1.55 MILES
 BW0448'TO A BRICK HOUSE ON THE LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0449 ***********************************************************************
 BW0449  DESIGNATION -  98 V 52
 BW0449  PID         -  BW0449
 BW0449  STATE/COUNTY-  MS/FRANKLIN
 BW0449  USGS QUAD   -  SMITHDALE (1972)
 BW0449
 BW0449                         *CURRENT SURVEY CONTROL
 BW0449  ___________________________________________________________________
 BW0449* NAD 83(1986)-  31 21 36.     (N)    090 42 26.     (W)     SCALED    
 BW0449* NAVD 88     -       141.645  (meters)     464.71   (feet)  ADJUSTED  
 BW0449  ___________________________________________________________________
 BW0449  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0449  DYNAMIC HT  -         141.470 (meters)     464.14  (feet)  COMP
 BW0449  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 BW0449
 BW0449  VERT ORDER  -  SECOND    CLASS 0
 BW0449
 BW0449.The horizontal coordinates were scaled from a topographic map and have
 BW0449.an estimated accuracy of +/- 6 seconds.
 BW0449
 BW0449.The orthometric height was determined by differential leveling
 BW0449.and adjusted in February 1994.
 BW0449
 BW0449.The geoid height was determined by GEOID03.
 BW0449
 BW0449.The dynamic height is computed by dividing the NAVD 88
 BW0449.geopotential number by the normal gravity value computed on the
 BW0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0449.degrees latitude (g = 980.6199 gals.).
 BW0449
 BW0449.The modeled gravity was interpolated from observed gravity values.
 BW0449
 BW0449;                    North         East    Units  Estimated Accuracy
 BW0449;SPC MS W     -   206,250.      664,430.      MT  (+/- 180 meters Scaled)
 BW0449
 BW0449                          SUPERSEDED SURVEY CONTROL
 BW0449
 BW0449  NAVD 88 (06/15/91)  141.681  (m)          464.83   (f) UNKNOWN     2 0
 BW0449  NGVD 29 (??/??/??)  141.666  (m)          464.78   (f) ADJUSTED    2 0
 BW0449
 BW0449.Superseded values are not recommended for survey control.
 BW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0449.See file dsdata.txt to determine how the superseded data were derived.
 BW0449
 BW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ180717(NAD 83)
 BW0449_MARKER: DD = SURVEY DISK
 BW0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0449_STAMPING: BM 98V-52 1968
 BW0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0449+STABILITY: SURFACE MOTION
 BW0449
 BW0449  HISTORY     - Date     Condition        Report By
 BW0449  HISTORY     - 1968     MONUMENTED       MSHD
 BW0449
 BW0449                          STATION DESCRIPTION
 BW0449
 BW0449'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0449'15 MI WNW FROM SUMMIT.
 BW0449'THE MARK IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 33, T 5N, R 5E. IT
 BW0449'IS 138 FEET NORTH OF CENTER LINE AND ABOUT LEVEL WITH U.S. HIGHWAY 98,
 BW0449'40 FEET EAST OF CENTER LINE OF A PAVED ROAD, 116 FEET WEST OF A POWER
 BW0449'POLE WITH GUY WIRE, 22 FEET SOUTH OF A POWER LINE, 22 FEET EAST OF A
 BW0449'RIGHT-OF-WAY MARKER AND 1.2 FEET WEST OF A METAL WITNESS POST, SET IN
 BW0449'THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 3 INCHES. NOTE--
 BW0449'TO REACH FROM THE U.S. POST OFFICE IN SUMMIT, GO NORTH ALONG NORTH
 BW0449'CHESTNUT STREET FOR 0.25 MILE TO OLD HIGHWAY 98.  TURN LEFT AND GO
 BW0449'WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE TO THE CENTER OF BRIDGE OVER
 BW0449'INTERSTATE HIGHWAY 55.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 14.15
 BW0449'MILES TO THE CROSSING OF A 500,000 VOLT TRANSMISSION LINE AT A T-ROAD
 BW0449'SOUTH.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 0.9 MILE TO THE OAK
 BW0449'GROVE PRIMITIVE BAPTIST CHURCH AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0450 ***********************************************************************
 BW0450  DESIGNATION -  98 V 53
 BW0450  PID         -  BW0450
 BW0450  STATE/COUNTY-  MS/FRANKLIN
 BW0450  USGS QUAD   -  SMITHDALE (1972)
 BW0450
 BW0450                         *CURRENT SURVEY CONTROL
 BW0450  ___________________________________________________________________
 BW0450* NAD 83(1986)-  31 21 40.     (N)    090 41 42.     (W)     SCALED    
 BW0450* NAVD 88     -       134.219  (meters)     440.35   (feet)  ADJUSTED  
 BW0450  ___________________________________________________________________
 BW0450  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0450  DYNAMIC HT  -         134.053 (meters)     439.81  (feet)  COMP
 BW0450  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 BW0450
 BW0450  VERT ORDER  -  SECOND    CLASS 0
 BW0450
 BW0450.The horizontal coordinates were scaled from a topographic map and have
 BW0450.an estimated accuracy of +/- 6 seconds.
 BW0450
 BW0450.The orthometric height was determined by differential leveling
 BW0450.and adjusted in February 1994.
 BW0450
 BW0450.The geoid height was determined by GEOID03.
 BW0450
 BW0450.The dynamic height is computed by dividing the NAVD 88
 BW0450.geopotential number by the normal gravity value computed on the
 BW0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0450.degrees latitude (g = 980.6199 gals.).
 BW0450
 BW0450.The modeled gravity was interpolated from observed gravity values.
 BW0450
 BW0450;                    North         East    Units  Estimated Accuracy
 BW0450;SPC MS W     -   206,370.      665,590.      MT  (+/- 180 meters Scaled)
 BW0450
 BW0450                          SUPERSEDED SURVEY CONTROL
 BW0450
 BW0450  NAVD 88 (06/15/91)  134.255  (m)          440.47   (f) UNKNOWN     2 0
 BW0450  NGVD 29 (??/??/??)  134.240  (m)          440.42   (f) ADJUSTED    2 0
 BW0450
 BW0450.Superseded values are not recommended for survey control.
 BW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0450.See file dsdata.txt to determine how the superseded data were derived.
 BW0450
 BW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ192719(NAD 83)
 BW0450_MARKER: DD = SURVEY DISK
 BW0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0450_SP_SET: CULVERT
 BW0450_STAMPING: BM 98V-53 1968
 BW0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0450
 BW0450  HISTORY     - Date     Condition        Report By
 BW0450  HISTORY     - 1968     MONUMENTED       MSHD
 BW0450
 BW0450                          STATION DESCRIPTION
 BW0450
 BW0450'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0450'14 MI WNW FROM SUMMIT.
 BW0450'THE MARK IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 34, T5N, R 5E. IT
 BW0450'IS 20 FEET SOUTH OF CENTER LINE AND ABOUT 2 FEET BELOW THE LEVEL OF
 BW0450'U.S. HIGHWAY 98, 38 FEET EAST OF PROJECTED CENTER LINE OF DRIVE TO A
 BW0450'HOUSE, AND 1.2 FEET WEST OF A METAL WITNESS POST, SET IN A DRILLED
 BW0450'HOLE IN THE EAST END OF THE SOUTH HEADWALL OF A 10 FOOT CONCRETE BOX
 BW0450'CULVERT.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN SUMMIT GO NORTH
 BW0450'ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD HIGHWAY 98. TURN LEFT
 BW0450'AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE TO THE CENTER OF BRIDGE
 BW0450'OVER INTERSTATE HIGHWAY 55.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR
 BW0450'14.15 MILES TO THE CROSSING OF A 500,000 VOLT TRANSMISSION LINE AT A
 BW0450'T-ROAD SOUTH.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 0.2 MILE TO THE
 BW0450'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0451 ***********************************************************************
 BW0451  DESIGNATION -  98 V 54
 BW0451  PID         -  BW0451
 BW0451  STATE/COUNTY-  MS/FRANKLIN
 BW0451  USGS QUAD   -  SMITHDALE (1972)
 BW0451
 BW0451                         *CURRENT SURVEY CONTROL
 BW0451  ___________________________________________________________________
 BW0451* NAD 83(1986)-  31 21 47.     (N)    090 40 37.     (W)     SCALED    
 BW0451* NAVD 88     -       147.995  (meters)     485.55   (feet)  ADJUSTED  
 BW0451  ___________________________________________________________________
 BW0451  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0451  DYNAMIC HT  -         147.812 (meters)     484.95  (feet)  COMP
 BW0451  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 BW0451
 BW0451  VERT ORDER  -  SECOND    CLASS 0
 BW0451
 BW0451.The horizontal coordinates were scaled from a topographic map and have
 BW0451.an estimated accuracy of +/- 6 seconds.
 BW0451
 BW0451.The orthometric height was determined by differential leveling
 BW0451.and adjusted in February 1994.
 BW0451
 BW0451.The geoid height was determined by GEOID03.
 BW0451
 BW0451.The dynamic height is computed by dividing the NAVD 88
 BW0451.geopotential number by the normal gravity value computed on the
 BW0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0451.degrees latitude (g = 980.6199 gals.).
 BW0451
 BW0451.The modeled gravity was interpolated from observed gravity values.
 BW0451
 BW0451;                    North         East    Units  Estimated Accuracy
 BW0451;SPC MS W     -   206,580.      667,310.      MT  (+/- 180 meters Scaled)
 BW0451
 BW0451                          SUPERSEDED SURVEY CONTROL
 BW0451
 BW0451  NAVD 88 (06/15/91)  148.031  (m)          485.67   (f) UNKNOWN     2 0
 BW0451  NGVD 29 (??/??/??)  148.017  (m)          485.62   (f) ADJUSTED    2 0
 BW0451
 BW0451.Superseded values are not recommended for survey control.
 BW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0451.See file dsdata.txt to determine how the superseded data were derived.
 BW0451
 BW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ209721(NAD 83)
 BW0451_MARKER: DD = SURVEY DISK
 BW0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0451_STAMPING: BM 98V-54 1968
 BW0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0451+STABILITY: SURFACE MOTION
 BW0451
 BW0451  HISTORY     - Date     Condition        Report By
 BW0451  HISTORY     - 1968     MONUMENTED       MSHD
 BW0451
 BW0451                          STATION DESCRIPTION
 BW0451
 BW0451'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0451'13.6 MI WNW FROM SUMMIT.
 BW0451'THE MARK IS LOCATED NEAR THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF
 BW0451'SECTION 35, T 5N, R 5E.  IT IS 50 FEET SOUTH OF CENTER LINE AND ABOUT
 BW0451'5 FEET ABOVE LEVEL OF U.S. HIGHWAY 98, 0.8 MILE EAST OF 500,000 VOLT
 BW0451'TRANSMISSION LINE CROSSING, 57 FEET WEST OF A T-FENCE CORNER, 14 FEET
 BW0451'WEST OF 6 INCH PINE, 1.2 FEET NORTH OF FENCE, AND 1.0 FEET EAST OF A
 BW0451'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0451'PROJECTING 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0451'SUMMIT GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD
 BW0451'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0451'TO THE CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55.  CONTINUE WEST
 BW0451'ALONG U.S. HIGHWAY 98 FOR 10.5 MILES TO THE LINCOLN-FRANKLIN COUNTY
 BW0451'LINE.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 2.7 MILES TO A LARGE
 BW0451'WHITE HOUSE ON THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0452 ***********************************************************************
 BW0452  DESIGNATION -  98 V 55
 BW0452  PID         -  BW0452
 BW0452  STATE/COUNTY-  MS/FRANKLIN
 BW0452  USGS QUAD   -  SMITHDALE (1972)
 BW0452
 BW0452                         *CURRENT SURVEY CONTROL
 BW0452  ___________________________________________________________________
 BW0452* NAD 83(1986)-  31 21 53.     (N)    090 40 00.     (W)     SCALED    
 BW0452* NAVD 88     -       136.827  (meters)     448.91   (feet)  ADJUSTED  
 BW0452  ___________________________________________________________________
 BW0452  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0452  DYNAMIC HT  -         136.658 (meters)     448.35  (feet)  COMP
 BW0452  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BW0452
 BW0452  VERT ORDER  -  SECOND    CLASS 0
 BW0452
 BW0452.The horizontal coordinates were scaled from a topographic map and have
 BW0452.an estimated accuracy of +/- 6 seconds.
 BW0452
 BW0452.The orthometric height was determined by differential leveling
 BW0452.and adjusted in February 1994.
 BW0452
 BW0452.The geoid height was determined by GEOID03.
 BW0452
 BW0452.The dynamic height is computed by dividing the NAVD 88
 BW0452.geopotential number by the normal gravity value computed on the
 BW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0452.degrees latitude (g = 980.6199 gals.).
 BW0452
 BW0452.The modeled gravity was interpolated from observed gravity values.
 BW0452
 BW0452;                    North         East    Units  Estimated Accuracy
 BW0452;SPC MS W     -   206,760.      668,290.      MT  (+/- 180 meters Scaled)
 BW0452
 BW0452                          SUPERSEDED SURVEY CONTROL
 BW0452
 BW0452  NAVD 88 (06/15/91)  136.864  (m)          449.03   (f) UNKNOWN     2 0
 BW0452  NGVD 29 (??/??/??)  136.850  (m)          448.98   (f) ADJUSTED    2 0
 BW0452
 BW0452.Superseded values are not recommended for survey control.
 BW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0452.See file dsdata.txt to determine how the superseded data were derived.
 BW0452
 BW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ219723(NAD 83)
 BW0452_MARKER: DD = SURVEY DISK
 BW0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0452_STAMPING: BM 98V-55 1968
 BW0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0452+STABILITY: SURFACE MOTION
 BW0452
 BW0452  HISTORY     - Date     Condition        Report By
 BW0452  HISTORY     - 1968     MONUMENTED       MSHD
 BW0452
 BW0452                          STATION DESCRIPTION
 BW0452
 BW0452'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0452'13 MI WNW FROM SUMMIT.
 BW0452'THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 25, T 5N, R
 BW0452'5E.  IT IS 49 FEET NORTH OF CENTER LINE AND ABOUT LEVEL WITH U.S.
 BW0452'HIGHWAY 98, IN FRONT YARD OF RESIDENCE OF W. H. COWART, 66 FEET WEST
 BW0452'OF CENTER LINE OF EAST DRIVE, 1.5 FEET EAST OF RIGHT-OF-WAY MARKER,
 BW0452'AND 1.3 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW0452'ROUND CONCRETE POST PROJECTING 3 INCHES.  NOTE-- TO REACH FROM THE
 BW0452'U.S. POST OFFICE IN SUMMIT GO NORTH ALONG NORTH CHESTNUT STREET FOR
 BW0452'0.25 MILE TO OLD HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY
 BW0452'98 FOR 0.5 MILE TO CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55.
 BW0452'CONTINUE WESTERLY ALONG U.S. HIGHWAY 98 FOR 10.5 MILES TO THE
 BW0452'LINCOLN-FRANKLIN COUNTY LINE.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 98
 BW0452'FOR 2.10 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT AS
 BW0452'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0453 ***********************************************************************
 BW0453  DESIGNATION -  98 V 56
 BW0453  PID         -  BW0453
 BW0453  STATE/COUNTY-  MS/FRANKLIN
 BW0453  USGS QUAD   -  SMITHDALE (1972)
 BW0453
 BW0453                         *CURRENT SURVEY CONTROL
 BW0453  ___________________________________________________________________
 BW0453* NAD 83(1986)-  31 22 00.     (N)    090 39 05.     (W)     SCALED    
 BW0453* NAVD 88     -       146.960  (meters)     482.15   (feet)  ADJUSTED  
 BW0453  ___________________________________________________________________
 BW0453  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0453  DYNAMIC HT  -         146.778 (meters)     481.55  (feet)  COMP
 BW0453  MODELED GRAV-     979,400.6   (mgal)                       NAVD 88
 BW0453
 BW0453  VERT ORDER  -  SECOND    CLASS 0
 BW0453
 BW0453.The horizontal coordinates were scaled from a topographic map and have
 BW0453.an estimated accuracy of +/- 6 seconds.
 BW0453
 BW0453.The orthometric height was determined by differential leveling
 BW0453.and adjusted in February 1994.
 BW0453
 BW0453.The geoid height was determined by GEOID03.
 BW0453
 BW0453.The dynamic height is computed by dividing the NAVD 88
 BW0453.geopotential number by the normal gravity value computed on the
 BW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0453.degrees latitude (g = 980.6199 gals.).
 BW0453
 BW0453.The modeled gravity was interpolated from observed gravity values.
 BW0453
 BW0453;                    North         East    Units  Estimated Accuracy
 BW0453;SPC MS W     -   206,970.      669,740.      MT  (+/- 180 meters Scaled)
 BW0453
 BW0453                          SUPERSEDED SURVEY CONTROL
 BW0453
 BW0453  NAVD 88 (06/15/91)  146.997  (m)          482.27   (f) UNKNOWN     2 0
 BW0453  NGVD 29 (??/??/??)  146.983  (m)          482.23   (f) ADJUSTED    2 0
 BW0453
 BW0453.Superseded values are not recommended for survey control.
 BW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0453.See file dsdata.txt to determine how the superseded data were derived.
 BW0453
 BW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ233726(NAD 83)
 BW0453_MARKER: DD = SURVEY DISK
 BW0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0453_STAMPING: BM 98V-56 1968
 BW0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0453+STABILITY: SURFACE MOTION
 BW0453
 BW0453  HISTORY     - Date     Condition        Report By
 BW0453  HISTORY     - 1968     MONUMENTED       MSHD
 BW0453
 BW0453                          STATION DESCRIPTION
 BW0453
 BW0453'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0453'12 MI WNW FROM SUMMIT.
 BW0453'THE MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 25, T5N, R
 BW0453'5E.  IT IS 52 FEET SOUTH OF CENTER LINE AND ABOUT LEVEL WITH U.S.
 BW0453'HIGHWAY 98, 0.1 MILE WEST OF A T-ROAD SOUTH, 0.05 MILE EAST OF A HOUSE
 BW0453'WITH GREEN SIDING, 8.3 FEET EAST OF AN 18 INCH PINE, AND 1.3 FEET EAST
 BW0453'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW0453'POST PROJECTING 3 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 BW0453'IN SUMMIT GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD
 BW0453'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0453'TO BRIDGE OVER INTERSTATE HIGHWAY 55.  CONTINUE WEST ALONG U.S.
 BW0453'HIGHWAY 98 FOR 10.5 MILES TO THE LINCOLN-FRANKLIN COUNTY LINE.
 BW0453'CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 1.15 MILES TO THE MARK ON THE
 BW0453'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0454 ***********************************************************************
 BW0454  DESIGNATION -  98 V 57
 BW0454  PID         -  BW0454
 BW0454  STATE/COUNTY-  MS/FRANKLIN
 BW0454  USGS QUAD   -  SMITHDALE (1972)
 BW0454
 BW0454                         *CURRENT SURVEY CONTROL
 BW0454  ___________________________________________________________________
 BW0454* NAD 83(1986)-  31 21 54.     (N)    090 38 15.     (W)     SCALED    
 BW0454* NAVD 88     -       141.633  (meters)     464.67   (feet)  ADJUSTED  
 BW0454  ___________________________________________________________________
 BW0454  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0454  DYNAMIC HT  -         141.458 (meters)     464.10  (feet)  COMP
 BW0454  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 BW0454
 BW0454  VERT ORDER  -  SECOND    CLASS 0
 BW0454
 BW0454.The horizontal coordinates were scaled from a topographic map and have
 BW0454.an estimated accuracy of +/- 6 seconds.
 BW0454
 BW0454.The orthometric height was determined by differential leveling
 BW0454.and adjusted in February 1994.
 BW0454
 BW0454.The geoid height was determined by GEOID03.
 BW0454
 BW0454.The dynamic height is computed by dividing the NAVD 88
 BW0454.geopotential number by the normal gravity value computed on the
 BW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0454.degrees latitude (g = 980.6199 gals.).
 BW0454
 BW0454.The modeled gravity was interpolated from observed gravity values.
 BW0454
 BW0454;                    North         East    Units  Estimated Accuracy
 BW0454;SPC MS W     -   206,780.      671,060.      MT  (+/- 180 meters Scaled)
 BW0454
 BW0454                          SUPERSEDED SURVEY CONTROL
 BW0454
 BW0454  NAVD 88 (06/15/91)  141.670  (m)          464.80   (f) UNKNOWN     2 0
 BW0454  NGVD 29 (??/??/??)  141.657  (m)          464.75   (f) ADJUSTED    2 0
 BW0454
 BW0454.Superseded values are not recommended for survey control.
 BW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0454.See file dsdata.txt to determine how the superseded data were derived.
 BW0454
 BW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ247724(NAD 83)
 BW0454_MARKER: DD = SURVEY DISK
 BW0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0454_STAMPING: BM 98V-57 1968
 BW0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0454+STABILITY: SURFACE MOTION
 BW0454
 BW0454  HISTORY     - Date     Condition        Report By
 BW0454  HISTORY     - 1968     MONUMENTED       MSHD
 BW0454
 BW0454                          STATION DESCRIPTION
 BW0454
 BW0454'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0454'11.5 MI NW FROM SUMMIT.
 BW0454'THE MARK IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 30, T5N, R 6E. IT
 BW0454'IS 66 FEET SOUTH SOUTHWEST OF CENTER LINE AND ABOUT 3 FEET ABOVE LEVEL
 BW0454'OF U.S. HIGHWAY 98, 144 FEET WEST OF INTERSECTION OF CROSSROADS, 42
 BW0454'FEET SOUTHEAST OF FENCE CORNER, 41 FEET SOUTHEAST OF RIGHT-OF-WAY
 BW0454'MARKER, 4.5 FEET NORTHWEST OF POWER POLE NO. 90, 1.7 FEET EAST OF
 BW0454'FENCE, AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP
 BW0454'OF A 12 INCH ROUND CONCRETE POST PROJECTING 6 INCHES. NOTE-- TO REACH
 BW0454'FROM THE U.S. POST OFFICE IN SUMMIT, GO NORTH ALONG NORTH CHESTNUT
 BW0454'STREET FOR 0.25 MILE TO OLD HIGHWAY 98.  TURN LEFT AND GO WEST ALONG
 BW0454'OLD HIGHWAY 98 FOR 0.5 MILE TO THE CENTER OF BRIDGE OVER INTERSTATE
 BW0454'HIGHWAY 55.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 10.5 MILES TO THE
 BW0454'LINCOLN-FRANKLIN COUNTY LINE.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR
 BW0454'0.3 MILE TO A CROSSROADS AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0455 ***********************************************************************
 BW0455  DESIGNATION -  98 V 58
 BW0455  PID         -  BW0455
 BW0455  STATE/COUNTY-  MS/LINCOLN
 BW0455  USGS QUAD   -  AUBURN (1972)
 BW0455
 BW0455                         *CURRENT SURVEY CONTROL
 BW0455  ___________________________________________________________________
 BW0455* NAD 83(1986)-  31 21 35.     (N)    090 37 22.     (W)     SCALED    
 BW0455* NAVD 88     -       128.974  (meters)     423.14   (feet)  ADJUSTED  
 BW0455  ___________________________________________________________________
 BW0455  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0455  DYNAMIC HT  -         128.815 (meters)     422.62  (feet)  COMP
 BW0455  MODELED GRAV-     979,400.6   (mgal)                       NAVD 88
 BW0455
 BW0455  VERT ORDER  -  SECOND    CLASS 0
 BW0455
 BW0455.The horizontal coordinates were scaled from a topographic map and have
 BW0455.an estimated accuracy of +/- 6 seconds.
 BW0455
 BW0455.The orthometric height was determined by differential leveling
 BW0455.and adjusted in February 1994.
 BW0455
 BW0455.The geoid height was determined by GEOID03.
 BW0455
 BW0455.The dynamic height is computed by dividing the NAVD 88
 BW0455.geopotential number by the normal gravity value computed on the
 BW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0455.degrees latitude (g = 980.6199 gals.).
 BW0455
 BW0455.The modeled gravity was interpolated from observed gravity values.
 BW0455
 BW0455;                    North         East    Units  Estimated Accuracy
 BW0455;SPC MS W     -   206,190.      672,460.      MT  (+/- 180 meters Scaled)
 BW0455
 BW0455                          SUPERSEDED SURVEY CONTROL
 BW0455
 BW0455  NAVD 88 (06/15/91)  129.012  (m)          423.27   (f) UNKNOWN     2 0
 BW0455  NGVD 29 (??/??/??)  128.999  (m)          423.22   (f) ADJUSTED    2 0
 BW0455
 BW0455.Superseded values are not recommended for survey control.
 BW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0455.See file dsdata.txt to determine how the superseded data were derived.
 BW0455
 BW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ261719(NAD 83)
 BW0455_MARKER: DD = SURVEY DISK
 BW0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0455_STAMPING: BM 98V-58 1968
 BW0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0455+STABILITY: SURFACE MOTION
 BW0455
 BW0455  HISTORY     - Date     Condition        Report By
 BW0455  HISTORY     - 1968     MONUMENTED       MSHD
 BW0455
 BW0455                          STATION DESCRIPTION
 BW0455
 BW0455'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0455'10.5 MI NW FROM SUMMIT.
 BW0455'THE MARK IS LOCATED NEAR THE CENTER OF THE NORTH HALF OF SECTION 32, T
 BW0455'5N, R 6E.  IT IS 52 FEET NORTH NORTHEAST OF CENTER LINE AND ABOUT 2
 BW0455'FEET BELOW LEVEL OF U.S. HIGHWAY 98, 75 FEET WEST OF PROJECTED CENTER
 BW0455'LINE OF DRIVE LEADING TO PLEASANT GROVE AME CHURCH, 30 FEET SOUTH OF
 BW0455'TWO 18 INCH PINES, 6.5 FEET APART, AND 0.9 FEET WEST OF A METAL
 BW0455'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0455'PROJECTING 2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0455'SUMMIT, GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILES TO OLD
 BW0455'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0455'TO THE CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55.  CONTINUE WEST
 BW0455'ALONG U.S. HIGHWAY 98 FOR 9.55 MILES TO MISSISSIPPI HIGHWAY 569.
 BW0455'CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 0.3 MILE TO A CHURCH ON THE
 BW0455'LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0456 ***********************************************************************
 BW0456  DESIGNATION -  98 V 59
 BW0456  PID         -  BW0456
 BW0456  STATE/COUNTY-  MS/LINCOLN
 BW0456  USGS QUAD   -  AUBURN (1972)
 BW0456
 BW0456                         *CURRENT SURVEY CONTROL
 BW0456  ___________________________________________________________________
 BW0456* NAD 83(1986)-  31 21 19.     (N)    090 36 45.     (W)     SCALED    
 BW0456* NAVD 88     -       124.640  (meters)     408.92   (feet)  ADJUSTED  
 BW0456  ___________________________________________________________________
 BW0456  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0456  DYNAMIC HT  -         124.486 (meters)     408.42  (feet)  COMP
 BW0456  MODELED GRAV-     979,400.3   (mgal)                       NAVD 88
 BW0456
 BW0456  VERT ORDER  -  SECOND    CLASS 0
 BW0456
 BW0456.The horizontal coordinates were scaled from a topographic map and have
 BW0456.an estimated accuracy of +/- 6 seconds.
 BW0456
 BW0456.The orthometric height was determined by differential leveling
 BW0456.and adjusted in February 1994.
 BW0456
 BW0456.The geoid height was determined by GEOID03.
 BW0456
 BW0456.The dynamic height is computed by dividing the NAVD 88
 BW0456.geopotential number by the normal gravity value computed on the
 BW0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0456.degrees latitude (g = 980.6199 gals.).
 BW0456
 BW0456.The modeled gravity was interpolated from observed gravity values.
 BW0456
 BW0456;                    North         East    Units  Estimated Accuracy
 BW0456;SPC MS W     -   205,700.      673,440.      MT  (+/- 180 meters Scaled)
 BW0456
 BW0456                          SUPERSEDED SURVEY CONTROL
 BW0456
 BW0456  NAVD 88 (06/15/91)  124.678  (m)          409.05   (f) UNKNOWN     2 0
 BW0456  NGVD 29 (??/??/??)  124.665  (m)          409.01   (f) ADJUSTED    2 0
 BW0456
 BW0456.Superseded values are not recommended for survey control.
 BW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0456.See file dsdata.txt to determine how the superseded data were derived.
 BW0456
 BW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ271714(NAD 83)
 BW0456_MARKER: DD = SURVEY DISK
 BW0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0456_SP_SET: BRIDGE
 BW0456_STAMPING: BM 98V-59 1968
 BW0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0456
 BW0456  HISTORY     - Date     Condition        Report By
 BW0456  HISTORY     - 1968     MONUMENTED       MSHD
 BW0456
 BW0456                          STATION DESCRIPTION
 BW0456
 BW0456'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0456'10 MI NW FROM SUMMIT.
 BW0456'THE MARK IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 33, T 5N, R 6E. IT
 BW0456'IS 17 FEET SOUTH OF CENTER LINE AND ABOUT A FOOT ABOVE LEVEL OF U.S.
 BW0456'HIGHWAY 98, 8 FEET WEST OF WEST END OF BRIDGE, AND 1.5 FEET EAST OF A
 BW0456'METAL WITNESS POST, SET IN A DRILLED HOLE IN THE SOUTHWEST WINGWALL OF
 BW0456'A CONCRETE BRIDGE.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0456'SUMMIT, GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD
 BW0456'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0456'TO THE CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55. CONTINUE WEST
 BW0456'ALONG U.S. HIGHWAY 98 FOR 8.3 MILES TO THE AMITE-LINCOLN COUNTY LINE.
 BW0456'CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 0.8 MILE TO THE CENTER BRIDGE
 BW0456'OF THREE BRIDGES AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0878 ***********************************************************************
 BW0878  DESIGNATION -  98 V 6
 BW0878  PID         -  BW0878
 BW0878  STATE/COUNTY-  MS/ADAMS
 BW0878  USGS QUAD   -  WASHINGTON (1976)
 BW0878
 BW0878                         *CURRENT SURVEY CONTROL
 BW0878  ___________________________________________________________________
 BW0878* NAD 83(1986)-  31 32 51.     (N)    091 22 25.     (W)     SCALED    
 BW0878* NAVD 88     -        51.505  (meters)     168.98   (feet)  ADJUSTED  
 BW0878  ___________________________________________________________________
 BW0878  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0878  DYNAMIC HT  -          51.442 (meters)     168.77  (feet)  COMP
 BW0878  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BW0878
 BW0878  VERT ORDER  -  SECOND    CLASS 0
 BW0878
 BW0878.The horizontal coordinates were scaled from a topographic map and have
 BW0878.an estimated accuracy of +/- 6 seconds.
 BW0878
 BW0878.The orthometric height was determined by differential leveling
 BW0878.and adjusted in February 1994.
 BW0878
 BW0878.The geoid height was determined by GEOID03.
 BW0878
 BW0878.The dynamic height is computed by dividing the NAVD 88
 BW0878.geopotential number by the normal gravity value computed on the
 BW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0878.degrees latitude (g = 980.6199 gals.).
 BW0878
 BW0878.The modeled gravity was interpolated from observed gravity values.
 BW0878
 BW0878;                    North         East    Units  Estimated Accuracy
 BW0878;SPC MS W     -   227,450.      601,220.      MT  (+/- 180 meters Scaled)
 BW0878
 BW0878                          SUPERSEDED SURVEY CONTROL
 BW0878
 BW0878  NAVD 88 (06/15/91)   51.526  (m)          169.05   (f) UNKNOWN     2 0
 BW0878  NGVD 29 (??/??/??)   51.506  (m)          168.98   (f) ADJUSTED    2 0
 BW0878
 BW0878.Superseded values are not recommended for survey control.
 BW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0878.See file dsdata.txt to determine how the superseded data were derived.
 BW0878
 BW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ543914(NAD 83)
 BW0878_MARKER: DD = SURVEY DISK
 BW0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0878_SP_SET: BRIDGE
 BW0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0878
 BW0878  HISTORY     - Date     Condition        Report By
 BW0878  HISTORY     - UNK      MONUMENTED       MSHD
 BW0878  HISTORY     - 1968     GOOD             MSHD
 BW0878
 BW0878                          STATION DESCRIPTION
 BW0878
 BW0878'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0878'1.5 MI SE FROM NATCHEZ.
 BW0878'THE MARK IS LOCATED 1.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0878'NATCHEZ IN THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A CONCRETE
 BW0878'BRIDGE IN THE SOUTHEAST LANE OF U.S. HIGHWAY 61, 98, AND 84 OVER
 BW0878'MISSISSIPPI HIGHWAY 551.  IT IS 15.5 FEET NORTHWEST OF THE CENTER OF
 BW0878'THE SOUTHEAST LANE OF U.S. HIGHWAY 61, 98, AND 84, 2 FEET SOUTHWEST OF
 BW0878'A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 BW0878'THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE IN THE SOUTHEAST LANE OF
 BW0878'U.S. HIGHWAY 61, 98, AND 84 AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BW0878'HIGHWAY.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61, 98,
 BW0878'AND 84 AT THE SOUTHEAST EDGE OF NATCHEZ GO NORTHEAST ON U.S. HIGHWAY
 BW0878'61, 98, AND 84 FOR 1.6 MILES TO THE BRIDGE AND THE MARK ON THE LEFT AS
 BW0878'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0457 ***********************************************************************
 BW0457  DESIGNATION -  98 V 60
 BW0457  PID         -  BW0457
 BW0457  STATE/COUNTY-  MS/LINCOLN
 BW0457  USGS QUAD   -  AUBURN (1972)
 BW0457
 BW0457                         *CURRENT SURVEY CONTROL
 BW0457  ___________________________________________________________________
 BW0457* NAD 83(1986)-  31 20 58.     (N)    090 35 55.     (W)     SCALED    
 BW0457* NAVD 88     -       137.576  (meters)     451.36   (feet)  ADJUSTED  
 BW0457  ___________________________________________________________________
 BW0457  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BW0457  DYNAMIC HT  -         137.406 (meters)     450.81  (feet)  COMP
 BW0457  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BW0457
 BW0457  VERT ORDER  -  SECOND    CLASS 0
 BW0457
 BW0457.The horizontal coordinates were scaled from a topographic map and have
 BW0457.an estimated accuracy of +/- 6 seconds.
 BW0457
 BW0457.The orthometric height was determined by differential leveling
 BW0457.and adjusted in February 1994.
 BW0457
 BW0457.The geoid height was determined by GEOID03.
 BW0457
 BW0457.The dynamic height is computed by dividing the NAVD 88
 BW0457.geopotential number by the normal gravity value computed on the
 BW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0457.degrees latitude (g = 980.6199 gals.).
 BW0457
 BW0457.The modeled gravity was interpolated from observed gravity values.
 BW0457
 BW0457;                    North         East    Units  Estimated Accuracy
 BW0457;SPC MS W     -   205,050.      674,760.      MT  (+/- 180 meters Scaled)
 BW0457
 BW0457                          SUPERSEDED SURVEY CONTROL
 BW0457
 BW0457  NAVD 88 (06/15/91)  137.614  (m)          451.49   (f) UNKNOWN     2 0
 BW0457  NGVD 29 (??/??/??)  137.602  (m)          451.45   (f) ADJUSTED    2 0
 BW0457
 BW0457.Superseded values are not recommended for survey control.
 BW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0457.See file dsdata.txt to determine how the superseded data were derived.
 BW0457
 BW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ284708(NAD 83)
 BW0457_MARKER: DD = SURVEY DISK
 BW0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0457_STAMPING: BM 98V-60 1968
 BW0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0457+STABILITY: SURFACE MOTION
 BW0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0457+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 BW0457
 BW0457  HISTORY     - Date     Condition        Report By
 BW0457  HISTORY     - 1968     MONUMENTED       MSHD
 BW0457  HISTORY     - 20010125 GOOD             NGS
 BW0457
 BW0457                          STATION DESCRIPTION
 BW0457
 BW0457'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0457'9 MI NW FROM SUMMIT.
 BW0457'THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 34, T 5N, R
 BW0457'6E.  IT IS 60 FEET NORTH OF THE CENTER LINE AND ABOUT 6 FEET ABOVE
 BW0457'LEVEL OF U.S. HIGHWAY 98, 32 FEET WEST OF COUNTY LINE SIGNS, 30 FEET
 BW0457'SOUTHEAST OF 24 INCH PINE, 16 FEET SOUTH OF FENCE, 3.7 FEET EAST OF
 BW0457'POWER POLE WITH GUY WIRE, AND 1.1 FEET WEST OF A METAL WITNESS POST
 BW0457'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
 BW0457'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN SUMMIT GO NORTH ALONG
 BW0457'NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD HIGHWAY 98.  TURN LEFT AND
 BW0457'GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE TO THE CENTER OF BRIDGE OVER
 BW0457'INTERSTATE HIGHWAY 55.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 8.3
 BW0457'MILES TO THE AMITE-LINCOLN COUNTY LINE AND THE MARK ON THE RIGHT AS
 BW0457'DESCRIBED.
 BW0457
 BW0457                          STATION RECOVERY (2001)
 BW0457
 BW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BW0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0458 ***********************************************************************
 BW0458  DESIGNATION -  98 V 61
 BW0458  PID         -  BW0458
 BW0458  STATE/COUNTY-  MS/AMITE
 BW0458  USGS QUAD   -  AUBURN (1972)
 BW0458
 BW0458                         *CURRENT SURVEY CONTROL
 BW0458  ___________________________________________________________________
 BW0458* NAD 83(1986)-  31 20 33.     (N)    090 34 59.     (W)     SCALED    
 BW0458* NAVD 88     -       147.019  (meters)     482.34   (feet)  ADJUSTED  
 BW0458  ___________________________________________________________________
 BW0458  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0458  DYNAMIC HT  -         146.837 (meters)     481.75  (feet)  COMP
 BW0458  MODELED GRAV-     979,399.7   (mgal)                       NAVD 88
 BW0458
 BW0458  VERT ORDER  -  SECOND    CLASS 0
 BW0458
 BW0458.The horizontal coordinates were scaled from a topographic map and have
 BW0458.an estimated accuracy of +/- 6 seconds.
 BW0458
 BW0458.The orthometric height was determined by differential leveling
 BW0458.and adjusted in February 1994.
 BW0458
 BW0458.The geoid height was determined by GEOID03.
 BW0458
 BW0458.The dynamic height is computed by dividing the NAVD 88
 BW0458.geopotential number by the normal gravity value computed on the
 BW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0458.degrees latitude (g = 980.6199 gals.).
 BW0458
 BW0458.The modeled gravity was interpolated from observed gravity values.
 BW0458
 BW0458;                    North         East    Units  Estimated Accuracy
 BW0458;SPC MS W     -   204,280.      676,240.      MT  (+/- 180 meters Scaled)
 BW0458
 BW0458                          SUPERSEDED SURVEY CONTROL
 BW0458
 BW0458  NAVD 88 (06/15/91)  147.057  (m)          482.47   (f) UNKNOWN     2 0
 BW0458  NGVD 29 (??/??/??)  147.046  (m)          482.43   (f) ADJUSTED    2 0
 BW0458
 BW0458.Superseded values are not recommended for survey control.
 BW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0458.See file dsdata.txt to determine how the superseded data were derived.
 BW0458
 BW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ299700(NAD 83)
 BW0458_MARKER: DD = SURVEY DISK
 BW0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0458_STAMPING: BM 98V-61 1968
 BW0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0458+STABILITY: SURFACE MOTION
 BW0458
 BW0458  HISTORY     - Date     Condition        Report By
 BW0458  HISTORY     - 1968     MONUMENTED       MSHD
 BW0458
 BW0458                          STATION DESCRIPTION
 BW0458
 BW0458'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0458'8 MI NW FROM SUMMIT.
 BW0458'THE MARK IS LOCATED IN THE EAST HALF OF SECTION 3, T 4N, R 6E.  IT IS
 BW0458'56 FEET SOUTH OF CENTER LINE AND ABOUT LEVEL WITH U.S. HIGHWAY 98,
 BW0458'0.13 MILE EAST OF HOUSE ON SOUTH SIDE OF HIGHWAY, 51 FEET NORTH OF 6
 BW0458'INCH TWIN OAKS, 30 FEET EAST OF 9 INCH TWIN OAKS, 7 FEET SOUTH OF 15
 BW0458'INCH PINE, AND 1.2 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 BW0458'OF A 12 INCH ROUND CONCRETE POST PROJECTING 3 INCHES.  NOTE-- TO REACH
 BW0458'FROM THE U.S. POST OFFICE IN SUMMIT, GO NORTH ALONG NORTH CHESTNUT
 BW0458'STREET FOR 0.25 MILE TO OLD HIGHWAY 98.  TURN LEFT AND GO WEST ALONG
 BW0458'OLD HIGHWAY 98 FOR 0.5 MILE TO THE CENTER OF BRIDGE OVER INTERSTATE
 BW0458'HIGHWAY 55.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 98 FOR 4.9 MILES TO
 BW0458'THE PIKE-AMITE COUNTY LINE.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 98
 BW0458'FOR 2.3 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0459 ***********************************************************************
 BW0459  DESIGNATION -  98 V 62
 BW0459  PID         -  BW0459
 BW0459  STATE/COUNTY-  MS/AMITE
 BW0459  USGS QUAD   -  AUBURN (1972)
 BW0459
 BW0459                         *CURRENT SURVEY CONTROL
 BW0459  ___________________________________________________________________
 BW0459* NAD 83(1986)-  31 20 16.     (N)    090 34 14.     (W)     SCALED    
 BW0459* NAVD 88     -       143.038  (meters)     469.28   (feet)  ADJUSTED  
 BW0459  ___________________________________________________________________
 BW0459  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BW0459  DYNAMIC HT  -         142.861 (meters)     468.70  (feet)  COMP
 BW0459  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 BW0459
 BW0459  VERT ORDER  -  SECOND    CLASS 0
 BW0459
 BW0459.The horizontal coordinates were scaled from a topographic map and have
 BW0459.an estimated accuracy of +/- 6 seconds.
 BW0459
 BW0459.The orthometric height was determined by differential leveling
 BW0459.and adjusted in February 1994.
 BW0459
 BW0459.The geoid height was determined by GEOID03.
 BW0459
 BW0459.The dynamic height is computed by dividing the NAVD 88
 BW0459.geopotential number by the normal gravity value computed on the
 BW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0459.degrees latitude (g = 980.6199 gals.).
 BW0459
 BW0459.The modeled gravity was interpolated from observed gravity values.
 BW0459
 BW0459;                    North         East    Units  Estimated Accuracy
 BW0459;SPC MS W     -   203,750.      677,430.      MT  (+/- 180 meters Scaled)
 BW0459
 BW0459                          SUPERSEDED SURVEY CONTROL
 BW0459
 BW0459  NAVD 88 (06/15/91)  143.077  (m)          469.41   (f) UNKNOWN     2 0
 BW0459  NGVD 29 (??/??/??)  143.066  (m)          469.38   (f) ADJUSTED    2 0
 BW0459
 BW0459.Superseded values are not recommended for survey control.
 BW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0459.See file dsdata.txt to determine how the superseded data were derived.
 BW0459
 BW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ311695(NAD 83)
 BW0459_MARKER: DD = SURVEY DISK
 BW0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0459_STAMPING: BM 98V-62 1968
 BW0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0459+STABILITY: SURFACE MOTION
 BW0459
 BW0459  HISTORY     - Date     Condition        Report By
 BW0459  HISTORY     - 1968     MONUMENTED       MSHD
 BW0459
 BW0459                          STATION DESCRIPTION
 BW0459
 BW0459'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0459'7 MI NW FROM SUMMIT.
 BW0459'THE MARK IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 2, T 4N, R 6E. IT
 BW0459'IS 61 FEET SOUTH OF CENTER LINE AND ABOUT 4 FEET ABOVE LEVEL OF U.S.
 BW0459'HIGHWAY 98, 18 FEET SOUTH SOUTHWEST OF 15 INCH OAK, 12 FEET WEST OF 18
 BW0459'INCH OAK, 7.3 FEET EAST OF 6 AND 9 INCH TWIN GUM, AND 1.3 FEET EAST OF
 BW0459'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0459'PROJECTING 6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0459'SUMMIT GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD
 BW0459'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0459'TO THE CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55. CONTINUE WESTERLY
 BW0459'ALONG U.S. HIGHWAY 98 FOR 4.9 MILES TO THE PIKE-AMITE COUNTY LINE.
 BW0459'CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 1.45 MILES TO THE MARK ON THE
 BW0459'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0460 ***********************************************************************
 BW0460  DESIGNATION -  98 V 63
 BW0460  PID         -  BW0460
 BW0460  STATE/COUNTY-  MS/AMITE
 BW0460  USGS QUAD   -  AUBURN (1972)
 BW0460
 BW0460                         *CURRENT SURVEY CONTROL
 BW0460  ___________________________________________________________________
 BW0460* NAD 83(1986)-  31 19 56.     (N)    090 33 27.     (W)     SCALED    
 BW0460* NAVD 88     -       139.142  (meters)     456.50   (feet)  ADJUSTED  
 BW0460  ___________________________________________________________________
 BW0460  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BW0460  DYNAMIC HT  -         138.970 (meters)     455.94  (feet)  COMP
 BW0460  MODELED GRAV-     979,399.3   (mgal)                       NAVD 88
 BW0460
 BW0460  VERT ORDER  -  SECOND    CLASS 0
 BW0460
 BW0460.The horizontal coordinates were scaled from a topographic map and have
 BW0460.an estimated accuracy of +/- 6 seconds.
 BW0460
 BW0460.The orthometric height was determined by differential leveling
 BW0460.and adjusted in February 1994.
 BW0460
 BW0460.The geoid height was determined by GEOID03.
 BW0460
 BW0460.The dynamic height is computed by dividing the NAVD 88
 BW0460.geopotential number by the normal gravity value computed on the
 BW0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0460.degrees latitude (g = 980.6199 gals.).
 BW0460
 BW0460.The modeled gravity was interpolated from observed gravity values.
 BW0460
 BW0460;                    North         East    Units  Estimated Accuracy
 BW0460;SPC MS W     -   203,130.      678,670.      MT  (+/- 180 meters Scaled)
 BW0460
 BW0460                          SUPERSEDED SURVEY CONTROL
 BW0460
 BW0460  NAVD 88 (06/15/91)  139.181  (m)          456.63   (f) UNKNOWN     2 0
 BW0460  NGVD 29 (??/??/??)  139.171  (m)          456.60   (f) ADJUSTED    2 0
 BW0460
 BW0460.Superseded values are not recommended for survey control.
 BW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0460.See file dsdata.txt to determine how the superseded data were derived.
 BW0460
 BW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ323689(NAD 83)
 BW0460_MARKER: DD = SURVEY DISK
 BW0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0460_STAMPING: BM 98V-63 1968
 BW0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0460+STABILITY: SURFACE MOTION
 BW0460
 BW0460  HISTORY     - Date     Condition        Report By
 BW0460  HISTORY     - 1968     MONUMENTED       MSHD
 BW0460
 BW0460                          STATION DESCRIPTION
 BW0460
 BW0460'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0460'6 MI NW FROM SUMMIT.
 BW0460'THE MARK IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 12, T4N, R 6E. IT
 BW0460'IS 52 FEET SOUTH OF CENTER LINE AND ABOUT 2 FEET ABOVE LEVEL OF U.S.
 BW0460'HIGHWAY 98, ACROSS ROAD FROM RESIDENCE OF W.C. TERRY, 0.15 MILE EAST
 BW0460'OF SIDE ROAD NORTH, 36 FEET EAST OF CENTER LINE OF WOODS ROAD, 56 FEET
 BW0460'WEST OF 24 INCH OAK, 5.7 FEET SOUTHEAST OF 6 INCH PINE AND 1.1 FEET
 BW0460'EAST OF METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW0460'POST PROJECTING 6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 BW0460'IN SUMMIT GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD
 BW0460'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0460'TO THE CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55. CONTINUE WESTERLY
 BW0460'ALONG U.S. HIGHWAY 98 FOR 4.10 MILES TO THE PIKE-AMITE COUNTY LINE.
 BW0460'CONTINUE WESTERLY ALONG U.S. HIGHWAY 98 FOR 0.6 MILE TO THE MARK ON
 BW0460'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0461 ***********************************************************************
 BW0461  DESIGNATION -  98 V 64
 BW0461  PID         -  BW0461
 BW0461  STATE/COUNTY-  MS/PIKE
 BW0461  USGS QUAD   -  AUBURN (1972)
 BW0461
 BW0461                         *CURRENT SURVEY CONTROL
 BW0461  ___________________________________________________________________
 BW0461* NAD 83(1986)-  31 19 29.     (N)    090 32 43.     (W)     SCALED    
 BW0461* NAVD 88     -       138.374  (meters)     453.98   (feet)  ADJUSTED  
 BW0461  ___________________________________________________________________
 BW0461  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BW0461  DYNAMIC HT  -         138.203 (meters)     453.42  (feet)  COMP
 BW0461  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 BW0461
 BW0461  VERT ORDER  -  SECOND    CLASS 0
 BW0461
 BW0461.The horizontal coordinates were scaled from a topographic map and have
 BW0461.an estimated accuracy of +/- 6 seconds.
 BW0461
 BW0461.The orthometric height was determined by differential leveling
 BW0461.and adjusted in February 1994.
 BW0461
 BW0461.The geoid height was determined by GEOID03.
 BW0461
 BW0461.The dynamic height is computed by dividing the NAVD 88
 BW0461.geopotential number by the normal gravity value computed on the
 BW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0461.degrees latitude (g = 980.6199 gals.).
 BW0461
 BW0461.The modeled gravity was interpolated from observed gravity values.
 BW0461
 BW0461;                    North         East    Units  Estimated Accuracy
 BW0461;SPC MS W     -   202,300.      679,830.      MT  (+/- 180 meters Scaled)
 BW0461
 BW0461                          SUPERSEDED SURVEY CONTROL
 BW0461
 BW0461  NAVD 88 (06/15/91)  138.413  (m)          454.11   (f) UNKNOWN     2 0
 BW0461  NGVD 29 (??/??/??)  138.403  (m)          454.08   (f) ADJUSTED    2 0
 BW0461
 BW0461.Superseded values are not recommended for survey control.
 BW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0461.See file dsdata.txt to determine how the superseded data were derived.
 BW0461
 BW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ335681(NAD 83)
 BW0461_MARKER: DD = SURVEY DISK
 BW0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0461_STAMPING: BM 98V-64 1968
 BW0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0461+STABILITY: SURFACE MOTION
 BW0461
 BW0461  HISTORY     - Date     Condition        Report By
 BW0461  HISTORY     - 1968     MONUMENTED       MSHD
 BW0461
 BW0461                          STATION DESCRIPTION
 BW0461
 BW0461'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0461'5.5 MI NW FROM SUMMIT.
 BW0461'THE MARK IS LOCATED 0.2 MILE EAST OF THE WEST BOUNDARY OF SECTION 7, T
 BW0461'4N, R 7E.  IT IS 87 FEET SOUTHWEST OF CENTER LINE AND ABOUT 8 FEET
 BW0461'ABOVE LEVEL OF U.S. HIGHWAY 98, 0.2 MILE EAST OF THE PIKE-AMITE COUNTY
 BW0461'LINE, 50 FEET EAST OF A 24 INCH OAK, 19 FEET WEST OF CENTER LINE OF
 BW0461'FIELD ROAD, 2.7 FEET SOUTH OF FENCE, AND 1.3 FEET EAST OF A METAL
 BW0461'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0461'PROJECTING 3 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0461'SUMMIT, GO NORTH ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD
 BW0461'HIGHWAY 98.  TURN LEFT AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE
 BW0461'TO THE CENTER OF BRIDGE OVER INTERSTATE HIGHWAY 55.  CONTINUE WESTERLY
 BW0461'ALONG U.S. HIGHWAY 98 FOR 4.7 MILES TO THE MARK ON THE LEFT AS
 BW0461'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0462 ***********************************************************************
 BW0462  DESIGNATION -  98 V 65
 BW0462  PID         -  BW0462
 BW0462  STATE/COUNTY-  MS/PIKE
 BW0462  USGS QUAD   -  AUBURN (1972)
 BW0462
 BW0462                         *CURRENT SURVEY CONTROL
 BW0462  ___________________________________________________________________
 BW0462* NAD 83(1986)-  31 19 08.     (N)    090 31 55.     (W)     SCALED    
 BW0462* NAVD 88     -       129.040  (meters)     423.36   (feet)  ADJUSTED  
 BW0462  ___________________________________________________________________
 BW0462  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BW0462  DYNAMIC HT  -         128.880 (meters)     422.83  (feet)  COMP
 BW0462  MODELED GRAV-     979,398.5   (mgal)                       NAVD 88
 BW0462
 BW0462  VERT ORDER  -  SECOND    CLASS 0
 BW0462
 BW0462.The horizontal coordinates were scaled from a topographic map and have
 BW0462.an estimated accuracy of +/- 6 seconds.
 BW0462
 BW0462.The orthometric height was determined by differential leveling
 BW0462.and adjusted in February 1994.
 BW0462
 BW0462.The geoid height was determined by GEOID03.
 BW0462
 BW0462.The dynamic height is computed by dividing the NAVD 88
 BW0462.geopotential number by the normal gravity value computed on the
 BW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0462.degrees latitude (g = 980.6199 gals.).
 BW0462
 BW0462.The modeled gravity was interpolated from observed gravity values.
 BW0462
 BW0462;                    North         East    Units  Estimated Accuracy
 BW0462;SPC MS W     -   201,650.      681,100.      MT  (+/- 180 meters Scaled)
 BW0462
 BW0462                          SUPERSEDED SURVEY CONTROL
 BW0462
 BW0462  NAVD 88 (06/15/91)  129.079  (m)          423.49   (f) UNKNOWN     2 0
 BW0462  NGVD 29 (??/??/??)  129.069  (m)          423.45   (f) ADJUSTED    2 0
 BW0462
 BW0462.Superseded values are not recommended for survey control.
 BW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0462.See file dsdata.txt to determine how the superseded data were derived.
 BW0462
 BW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ348675(NAD 83)
 BW0462_MARKER: DD = SURVEY DISK
 BW0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0462_STAMPING: BM 98V-65 1968
 BW0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0462+STABILITY: SURFACE MOTION
 BW0462
 BW0462  HISTORY     - Date     Condition        Report By
 BW0462  HISTORY     - 1968     MONUMENTED       MSHD
 BW0462
 BW0462                          STATION DESCRIPTION
 BW0462
 BW0462'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0462'4.5 MI NW FROM SUMMIT.
 BW0462'THE MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 7, T 4N, R
 BW0462'7E.  IT IS 44 FEET NORTH OF CENTER LINE AND ABOUT LEVEL WITH U.S.
 BW0462'HIGHWAY 98, 134 FEET WEST OF CENTER LINE OF PAVED ROAD, 119 FEET WEST
 BW0462'OF POWER POLE NO. 53, 63 FEET EAST SOUTHEAST OF SOUTHEAST CORNER OF
 BW0462'CONCRETE BLOCK BUILDING, 40 FEET SOUTHWEST OF 24 INCH OAK ON BANK OF
 BW0462'SMALL POND, 4.4 FEET SOUTH OF FENCE, 1.8 FEET WEST OF METAL WITNESS
 BW0462'POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 4
 BW0462'INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN SUMMIT, GO NORTH
 BW0462'ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD HIGHWAY 98. TURN LEFT
 BW0462'AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE TO CENTER OF BRIDGE OVER
 BW0462'INTERSTATE HIGHWAY 55.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 98 FOR
 BW0462'3.85 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE RIGHT AS
 BW0462'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0327 ***********************************************************************
 BW0327  DESIGNATION -  98 V 67
 BW0327  PID         -  BW0327
 BW0327  STATE/COUNTY-  MS/PIKE
 BW0327  USGS QUAD   -  MC COMB NORTH (1972)
 BW0327
 BW0327                         *CURRENT SURVEY CONTROL
 BW0327  ___________________________________________________________________
 BW0327* NAD 83(1986)-  31 17 32.     (N)    090 29 49.     (W)     SCALED    
 BW0327* NAVD 88     -       140.955  (meters)     462.45   (feet)  ADJUSTED  
 BW0327  ___________________________________________________________________
 BW0327  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BW0327  DYNAMIC HT  -         140.780 (meters)     461.88  (feet)  COMP
 BW0327  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 BW0327
 BW0327  VERT ORDER  -  SECOND    CLASS 0
 BW0327
 BW0327.The horizontal coordinates were scaled from a topographic map and have
 BW0327.an estimated accuracy of +/- 6 seconds.
 BW0327
 BW0327.The orthometric height was determined by differential leveling
 BW0327.and adjusted in February 1994.
 BW0327
 BW0327.The geoid height was determined by GEOID03.
 BW0327
 BW0327.The dynamic height is computed by dividing the NAVD 88
 BW0327.geopotential number by the normal gravity value computed on the
 BW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0327.degrees latitude (g = 980.6199 gals.).
 BW0327
 BW0327.The modeled gravity was interpolated from observed gravity values.
 BW0327
 BW0327;                    North         East    Units  Estimated Accuracy
 BW0327;SPC MS W     -   198,690.      684,420.      MT  (+/- 180 meters Scaled)
 BW0327
 BW0327                          SUPERSEDED SURVEY CONTROL
 BW0327
 BW0327  NAVD 88 (06/15/91)  140.995  (m)          462.58   (f) UNKNOWN     2 0
 BW0327  NGVD 29 (??/??/??)  140.986  (m)          462.55   (f) ADJUSTED    2 0
 BW0327
 BW0327.Superseded values are not recommended for survey control.
 BW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0327.See file dsdata.txt to determine how the superseded data were derived.
 BW0327
 BW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ382646(NAD 83)
 BW0327_MARKER: DD = SURVEY DISK
 BW0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0327_STAMPING: BM 98V-67 1968
 BW0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0327+STABILITY: SURFACE MOTION
 BW0327
 BW0327  HISTORY     - Date     Condition        Report By
 BW0327  HISTORY     - 1968     MONUMENTED       MSHD
 BW0327
 BW0327                          STATION DESCRIPTION
 BW0327
 BW0327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0327'1.5 MI W FROM SUMMIT.
 BW0327'THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 22, T 4N,
 BW0327'R7E.  IT IS 45 FEET SOUTH SOUTHWEST OF CENTER LINE AND ABOUT LEVEL
 BW0327'WITH U.S. HIGHWAY 98, 89 FEET SOUTH SOUTHWEST OF TELEPHONE AND POWER
 BW0327'POLE, 20 FEET NORTHWEST OF POWER POLE NO. 32, 10 FEET NORTHWEST OF
 BW0327'FENCE CORNER, 3.3 FEET NORTH OF FENCE, AND 1.6 FEET EAST OF A METAL
 BW0327'WITNESS POST, SET IN TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 4
 BW0327'INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN SUMMIT, GO NORTH
 BW0327'ALONG NORTH CHESTNUT STREET FOR 0.25 MILE TO OLD HIGHWAY 98. TURN LEFT
 BW0327'AND GO WEST ALONG OLD HIGHWAY 98 FOR 0.5 MILE TO CENTER OF BRIDGE OVER
 BW0327'INTERSTATE HIGHWAY 55.  CONTINUE WEST ALONG U.S. HIGHWAY 98 FOR 1.14
 BW0327'MILES TO A PRIVATE ROAD RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0328 ***********************************************************************
 BW0328  DESIGNATION -  98 V 68
 BW0328  PID         -  BW0328
 BW0328  STATE/COUNTY-  MS/PIKE
 BW0328  USGS QUAD   -  MC COMB NORTH (1972)
 BW0328
 BW0328                         *CURRENT SURVEY CONTROL
 BW0328  ___________________________________________________________________
 BW0328* NAD 83(1986)-  31 16 26.     (N)    090 28 45.     (W)     SCALED    
 BW0328* NAVD 88     -       139.127  (meters)     456.45   (feet)  ADJUSTED  
 BW0328  ___________________________________________________________________
 BW0328  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BW0328  DYNAMIC HT  -         138.954 (meters)     455.88  (feet)  COMP
 BW0328  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BW0328
 BW0328  VERT ORDER  -  SECOND    CLASS 0
 BW0328
 BW0328.The horizontal coordinates were scaled from a topographic map and have
 BW0328.an estimated accuracy of +/- 6 seconds.
 BW0328
 BW0328.The orthometric height was determined by differential leveling
 BW0328.and adjusted in February 1994.
 BW0328
 BW0328.The geoid height was determined by GEOID03.
 BW0328
 BW0328.The dynamic height is computed by dividing the NAVD 88
 BW0328.geopotential number by the normal gravity value computed on the
 BW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0328.degrees latitude (g = 980.6199 gals.).
 BW0328
 BW0328.The modeled gravity was interpolated from observed gravity values.
 BW0328
 BW0328;                    North         East    Units  Estimated Accuracy
 BW0328;SPC MS W     -   196,650.      686,110.      MT  (+/- 180 meters Scaled)
 BW0328
 BW0328                          SUPERSEDED SURVEY CONTROL
 BW0328
 BW0328  NAVD 88 (06/15/91)  139.171  (m)          456.60   (f) UNKNOWN     2 0
 BW0328  NGVD 29 (??/??/??)  139.161  (m)          456.56   (f) ADJUSTED    2 0
 BW0328
 BW0328.Superseded values are not recommended for survey control.
 BW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0328.See file dsdata.txt to determine how the superseded data were derived.
 BW0328
 BW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ399626(NAD 83)
 BW0328_MARKER: DD = SURVEY DISK
 BW0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0328_SP_SET: BRIDGE
 BW0328_STAMPING: BM 98V-68 1968
 BW0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0328
 BW0328  HISTORY     - Date     Condition        Report By
 BW0328  HISTORY     - 1968     MONUMENTED       MSHD
 BW0328
 BW0328                          STATION DESCRIPTION
 BW0328
 BW0328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0328'0.9 MI SW FROM SUMMIT.
 BW0328'THE MARK IS LOCATED 0.9 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0328'SUMMIT IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER
 BW0328'I-55, 2.5 MILES NORTHWEST OF MCCOMB IN THE NORTHWEST 1/4 OF SECTION
 BW0328'35, T 4N, R 7E.  IT IS 70 FEET WEST OF THE CENTER OF THE WEST LANE OF
 BW0328'I-55, 26 FEET NORTHWEST OF THE CENTER OF THE BRIDGE, 43 FEET EAST
 BW0328'SOUTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 0.7 FEET SOUTHWEST OF
 BW0328'THE NORTHEAST END OF THE ABUTMENT, 1 FOOT NORTHWEST OF A METAL WITNESS
 BW0328'POST, SET IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A
 BW0328'CONCRETE BRIDGE OVER I-55 AND IS ABOUT 4.5 FEET BELOW THE LEVEL OF THE
 BW0328'ROAD.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO
 BW0328'NORTHWEST ON DELAWARE AVENUE FOR 1.3 MILES TO THE ENTRANCE RAMP FOR
 BW0328'NORTH BOUND TRAFFIC ON I-55. TURN RIGHT AND FOLLOW THE RAMP ONTO I-55
 BW0328'AND CONTINUE NORTH FOR 1.8 MILES TO A BRIDGE OVER I-55 AND THE MARK ON
 BW0328'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0331 ***********************************************************************
 BW0331  DESIGNATION -  98 V 69
 BW0331  PID         -  BW0331
 BW0331  STATE/COUNTY-  MS/PIKE
 BW0331  USGS QUAD   -  MC COMB NORTH (1972)
 BW0331
 BW0331                         *CURRENT SURVEY CONTROL
 BW0331  ___________________________________________________________________
 BW0331* NAD 83(1986)-  31 15 37.     (N)    090 28 45.     (W)     SCALED    
 BW0331* NAVD 88     -       140.178  (meters)     459.90   (feet)  ADJUSTED  
 BW0331  ___________________________________________________________________
 BW0331  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BW0331  DYNAMIC HT  -         140.003 (meters)     459.33  (feet)  COMP
 BW0331  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BW0331
 BW0331  VERT ORDER  -  SECOND    CLASS 0
 BW0331
 BW0331.The horizontal coordinates were scaled from a topographic map and have
 BW0331.an estimated accuracy of +/- 6 seconds.
 BW0331
 BW0331.The orthometric height was determined by differential leveling
 BW0331.and adjusted in February 1994.
 BW0331
 BW0331.The geoid height was determined by GEOID03.
 BW0331
 BW0331.The dynamic height is computed by dividing the NAVD 88
 BW0331.geopotential number by the normal gravity value computed on the
 BW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0331.degrees latitude (g = 980.6199 gals.).
 BW0331
 BW0331.The modeled gravity was interpolated from observed gravity values.
 BW0331
 BW0331;                    North         East    Units  Estimated Accuracy
 BW0331;SPC MS W     -   195,140.      686,110.      MT  (+/- 180 meters Scaled)
 BW0331
 BW0331                          SUPERSEDED SURVEY CONTROL
 BW0331
 BW0331  NAVD 88 (06/15/91)  140.224  (m)          460.05   (f) UNKNOWN     2 0
 BW0331  NGVD 29 (??/??/??)  140.215  (m)          460.02   (f) ADJUSTED    2 0
 BW0331
 BW0331.Superseded values are not recommended for survey control.
 BW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0331.See file dsdata.txt to determine how the superseded data were derived.
 BW0331
 BW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ400611(NAD 83)
 BW0331_MARKER: DD = SURVEY DISK
 BW0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0331_SP_SET: BRIDGE
 BW0331_STAMPING: BM 98V-69 1968
 BW0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0331
 BW0331  HISTORY     - Date     Condition        Report By
 BW0331  HISTORY     - 1968     MONUMENTED       MSHD
 BW0331  HISTORY     - 1977     GOOD             LOCENG
 BW0331
 BW0331                          STATION DESCRIPTION
 BW0331
 BW0331'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0331'1.9 MI NW FROM MCCOMB.
 BW0331'THE MARK IS LOCATED 1.9 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0331'MCCOMB IN THE WEST END OF THE NORTH ABUTMENT OF CONCRETE BRIDGE OF THE
 BW0331'WEST LANE OF I-55 OVER SMITHDALE ROAD AND IS IN THE NORTHWEST 1/4 OF
 BW0331'SECTION 2, T 3N, R 7E.  IT IS 18 FEET WEST OF THE CENTER OF THE WEST
 BW0331'LANE OF I-55, 93 FEET NORTH OF THE CENTER OF THE NORTH LANE OF
 BW0331'SMITHDALE ROAD, 3 FEET EAST OF THE WEST END OF THE ABUTMENT, 1 FOOT
 BW0331'SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST END OF
 BW0331'THE NORTH ABUTMENT OF THE WEST CONCRETE BRIDGE OVER SMITHDALE ROAD AND
 BW0331'IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO REACH FROM THE U.S. POST
 BW0331'OFFICE IN MCCOMB GO NORTHWEST ON DELAWARE AVENUE FOR 1.3 MILES TO THE
 BW0331'ENTRANCE RAMP FOR NORTH BOUND TRAFFIC FOR I-55.  TURN RIGHT AND FOLLOW
 BW0331'THE ENTRANCE RAMP ONTO I-55 AND CONTINUE NORTH FOR 0.8 MILE TO THE
 BW0331'WEST BRIDGE OVER SMITHDALE ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0331
 BW0331                          STATION RECOVERY (1977)
 BW0331
 BW0331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BW0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0888 ***********************************************************************
 BW0888  DESIGNATION -  98 V 7
 BW0888  PID         -  BW0888
 BW0888  STATE/COUNTY-  MS/ADAMS
 BW0888  USGS QUAD   -  WASHINGTON (1976)
 BW0888
 BW0888                         *CURRENT SURVEY CONTROL
 BW0888  ___________________________________________________________________
 BW0888* NAD 83(1986)-  31 33 40.     (N)    091 21 37.     (W)     SCALED    
 BW0888* NAVD 88     -        41.893  (meters)     137.44   (feet)  ADJUSTED  
 BW0888  ___________________________________________________________________
 BW0888  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BW0888  DYNAMIC HT  -          41.842 (meters)     137.28  (feet)  COMP
 BW0888  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BW0888
 BW0888  VERT ORDER  -  SECOND    CLASS 0
 BW0888
 BW0888.The horizontal coordinates were scaled from a topographic map and have
 BW0888.an estimated accuracy of +/- 6 seconds.
 BW0888
 BW0888.The orthometric height was determined by differential leveling
 BW0888.and adjusted in February 1994.
 BW0888
 BW0888.The geoid height was determined by GEOID03.
 BW0888
 BW0888.The dynamic height is computed by dividing the NAVD 88
 BW0888.geopotential number by the normal gravity value computed on the
 BW0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0888.degrees latitude (g = 980.6199 gals.).
 BW0888
 BW0888.The modeled gravity was interpolated from observed gravity values.
 BW0888
 BW0888;                    North         East    Units  Estimated Accuracy
 BW0888;SPC MS W     -   228,940.      602,500.      MT  (+/- 180 meters Scaled)
 BW0888
 BW0888                          SUPERSEDED SURVEY CONTROL
 BW0888
 BW0888  NAVD 88 (06/15/91)   41.915  (m)          137.52   (f) UNKNOWN     2 0
 BW0888  NGVD 29 (??/??/??)   41.896  (m)          137.45   (f) ADJUSTED    2 0
 BW0888
 BW0888.Superseded values are not recommended for survey control.
 BW0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0888.See file dsdata.txt to determine how the superseded data were derived.
 BW0888
 BW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ556929(NAD 83)
 BW0888_MARKER: DD = SURVEY DISK
 BW0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0888_SP_SET: BRIDGE
 BW0888_STAMPING: BM 98V-7 1967
 BW0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0888
 BW0888  HISTORY     - Date     Condition        Report By
 BW0888  HISTORY     - 1967     MONUMENTED       MSHD
 BW0888  HISTORY     - 1968     GOOD             MSHD
 BW0888
 BW0888                          STATION DESCRIPTION
 BW0888
 BW0888'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0888'2.2 MI E FROM NATCHEZ.
 BW0888'THE MARK IS LOCATED 2.2 MILES EAST OF THE APPROXIMATE CENTER OF
 BW0888'NATCHEZ IN THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE IN
 BW0888'THE SOUTH LANE OF U.S. HIGHWAY 61, 98, AND 84 OVER ST. CATHERINE
 BW0888'CREEK.  IT IS 13 FEET NORTH-NORTHWEST OF THE SOUTH  LANE OF U.S.
 BW0888'HIGHWAY 61, 98, AND 84, 3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 BW0888'SET IN A DRILL HOLE IN THE NORTH END OF THE EAST ABUTMENT OF A
 BW0888'CONCRETE BRIDGE IN THE SOUTH LANE OF U.S. HIGHWAY 61, 98, AND 84 AND
 BW0888'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM
 BW0888'THE TRUCK SCALES AT THE JUNCTION OF U.S. HIHGWAY 61, 98, AND 84 AND
 BW0888'BUSINESS ROUTE 98 AND 84 AT THE EAST EDGE OF NATCHEZ GO NORTHEAST ON
 BW0888'U.S. HIGHWAY 61, 98, AND 84 FOR 0.4 MILE TO THE EAST ABUTMENT OF A
 BW0888'CONCRETE BRIDGE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0332 ***********************************************************************
 BW0332  DESIGNATION -  98 V 70
 BW0332  PID         -  BW0332
 BW0332  STATE/COUNTY-  MS/PIKE
 BW0332  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0332
 BW0332                         *CURRENT SURVEY CONTROL
 BW0332  ___________________________________________________________________
 BW0332* NAD 83(1986)-  31 14 52.     (N)    090 28 50.     (W)     SCALED    
 BW0332* NAVD 88     -       136.373  (meters)     447.42   (feet)  ADJUSTED  
 BW0332  ___________________________________________________________________
 BW0332  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BW0332  DYNAMIC HT  -         136.202 (meters)     446.86  (feet)  COMP
 BW0332  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 BW0332
 BW0332  VERT ORDER  -  SECOND    CLASS 0
 BW0332
 BW0332.The horizontal coordinates were scaled from a topographic map and have
 BW0332.an estimated accuracy of +/- 6 seconds.
 BW0332
 BW0332.The orthometric height was determined by differential leveling
 BW0332.and adjusted in February 1994.
 BW0332
 BW0332.The geoid height was determined by GEOID03.
 BW0332
 BW0332.The dynamic height is computed by dividing the NAVD 88
 BW0332.geopotential number by the normal gravity value computed on the
 BW0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0332.degrees latitude (g = 980.6199 gals.).
 BW0332
 BW0332.The modeled gravity was interpolated from observed gravity values.
 BW0332
 BW0332;                    North         East    Units  Estimated Accuracy
 BW0332;SPC MS W     -   193,760.      685,980.      MT  (+/- 180 meters Scaled)
 BW0332
 BW0332                          SUPERSEDED SURVEY CONTROL
 BW0332
 BW0332  NAVD 88 (06/15/91)  136.422  (m)          447.58   (f) UNKNOWN     2 0
 BW0332  NGVD 29 (??/??/??)  136.413  (m)          447.55   (f) ADJUSTED    2 0
 BW0332
 BW0332.Superseded values are not recommended for survey control.
 BW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0332.See file dsdata.txt to determine how the superseded data were derived.
 BW0332
 BW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ399598(NAD 83)
 BW0332_MARKER: DD = SURVEY DISK
 BW0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0332_SP_SET: OVERPASS ABUTMENT
 BW0332_STAMPING: BM 98 V-70 1968
 BW0332_MARK LOGO: MSHD  
 BW0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0332+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 BW0332
 BW0332  HISTORY     - Date     Condition        Report By
 BW0332  HISTORY     - 1968     MONUMENTED       MSHD
 BW0332  HISTORY     - 1977     GOOD             LOCENG
 BW0332  HISTORY     - 19920612 GOOD             NGS
 BW0332
 BW0332                          STATION DESCRIPTION
 BW0332
 BW0332'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0332'1.6 MI NW FROM MCCOMB.
 BW0332'THE MARK IS LOCATED 1.6 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 BW0332'OF MCCOMB IN THE SOUTH END OF THE WEST ABUTMENT OF THE DELAWARE BRIDGE
 BW0332'OVER I-55 AND IS IN THE SOUTHEAST CORNER OF SECTION 3, T 3N, R 7E. IT
 BW0332'IS 20.5 FEET SOUTH OF THE CENTER OF DELAWARE AVENUE, 17.5 FEET EAST
 BW0332'NORTHEAST OF THE MOST NORTHERN POST OF A SIGN POINTING TO BROOKHAVEN,
 BW0332'1.3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 96 FEET WEST OF THE
 BW0332'CENTER OF THE WEST LANE OF I-55, 1 FOOT EAST OF A METAL WITNESS POST,
 BW0332'SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST ABUTMENT OF A
 BW0332'CONCRETE BRIDGE OVER I-55 AND IS ABOUT LEVEL WITH DELAWARE AVENUE.
 BW0332'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO NORTHWEST ON
 BW0332'DELAWARE AVENUE FOR 1.4 MILES TO THE WEST END OF A CONCRETE BRIDGE
 BW0332'OVER I-55 AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0332
 BW0332                          STATION RECOVERY (1977)
 BW0332
 BW0332'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BW0332'RECOVERED IN GOOD CONDITION.
 BW0332
 BW0332                          STATION RECOVERY (1992)
 BW0332
 BW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0332'IN MCCOMB, AT THE INTERSECTION OF DELAWARE BOULEVARD AND INTERSTATE
 BW0332'HIGHWAY 55, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF
 BW0332'THE WEST CONCRETE ABUTMENT OF AN OVERPASS, 29.3 M (96.1 FT) WEST OF
 BW0332'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.3 M
 BW0332'(20.7 FT) SOUTH OF THE BOULEVARD CENTER, 5.3 M (17.4 FT) NORTHEAST OF
 BW0332'THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (MCCOMB BROOKHAVEN), AND
 BW0332'0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0333 ***********************************************************************
 BW0333  DESIGNATION -  98 V 71
 BW0333  PID         -  BW0333
 BW0333  STATE/COUNTY-  MS/PIKE
 BW0333  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0333
 BW0333                         *CURRENT SURVEY CONTROL
 BW0333  ___________________________________________________________________
 BW0333* NAD 83(1986)-  31 14 17.     (N)    090 28 52.     (W)     SCALED    
 BW0333* NAVD 88     -       122.805  (meters)     402.90   (feet)  ADJUSTED  
 BW0333  ___________________________________________________________________
 BW0333  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BW0333  DYNAMIC HT  -         122.651 (meters)     402.40  (feet)  COMP
 BW0333  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 BW0333
 BW0333  VERT ORDER  -  SECOND    CLASS 0
 BW0333
 BW0333.The horizontal coordinates were scaled from a topographic map and have
 BW0333.an estimated accuracy of +/- 6 seconds.
 BW0333
 BW0333.The orthometric height was determined by differential leveling
 BW0333.and adjusted in February 1994.
 BW0333
 BW0333.The geoid height was determined by GEOID03.
 BW0333
 BW0333.The dynamic height is computed by dividing the NAVD 88
 BW0333.geopotential number by the normal gravity value computed on the
 BW0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0333.degrees latitude (g = 980.6199 gals.).
 BW0333
 BW0333.The modeled gravity was interpolated from observed gravity values.
 BW0333
 BW0333;                    North         East    Units  Estimated Accuracy
 BW0333;SPC MS W     -   192,680.      685,920.      MT  (+/- 180 meters Scaled)
 BW0333
 BW0333                          SUPERSEDED SURVEY CONTROL
 BW0333
 BW0333  NAVD 88 (06/15/91)  122.856  (m)          403.07   (f) UNKNOWN     2 0
 BW0333  NGVD 29 (??/??/??)  122.846  (m)          403.04   (f) ADJUSTED    2 0
 BW0333
 BW0333.Superseded values are not recommended for survey control.
 BW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0333.See file dsdata.txt to determine how the superseded data were derived.
 BW0333
 BW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ399587(NAD 83)
 BW0333_MARKER: DB = BENCH MARK DISK
 BW0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0333_SP_SET: BRIDGE
 BW0333_STAMPING: BM 98V-71 1968
 BW0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0333
 BW0333  HISTORY     - Date     Condition        Report By
 BW0333  HISTORY     - 1968     MONUMENTED       MSHD
 BW0333
 BW0333                          STATION DESCRIPTION
 BW0333
 BW0333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0333'1.7 MI NW FROM MCCOMB.
 BW0333'THE MARK IS LOCATED 1.7 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0333'MCCOMB IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER
 BW0333'I-55 AND NEAR THE CENTER OF THE WEST SIDE OF SECTION 11, T 3N, R 7E.
 BW0333'IT IS 17 FEET NORTHWEST SOUTHWEST OF THE CENTER OF THE WEST LANE OF
 BW0333'I-55, 1.1 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT, 1 FOOT EAST OF
 BW0333'A METAL WITNESS POST, SET IN A DRILL HOLE IN THE NORTH END OF THE WEST
 BW0333'ABUTMENT OF A CONCRETE BRIDGE OVER I-55 AND IS ABOUT LEVEL WITH THE
 BW0333'ROAD.  NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF
 BW0333'DELAWARE AVENUE AND 6TH STREET GO SOUTHWEST ON 6TH STREET FOR 0.4 MILE
 BW0333'TO THE INTERSECTION OF PENNSYLVANIA AVENUE. TURN RIGHT (NORTHWEST) AND
 BW0333'CONTINUE ON PENNSYLVANIA AVENUE FOR 0.15 MILE TO A FORKS JUST PAST THE
 BW0333'ENTRANCE TO HOLLYWOOD CEMETERY.  TAKE THE RIGHT FORK AND CONTINUE WEST
 BW0333'ON A BLACKTOP ROAD FOR 1.1 MILES TO A BRIDGE OVER I-55 AND THE MARK ON
 BW0333'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0336 ***********************************************************************
 BW0336  DESIGNATION -  98 V 72
 BW0336  PID         -  BW0336
 BW0336  STATE/COUNTY-  MS/PIKE
 BW0336  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0336
 BW0336                         *CURRENT SURVEY CONTROL
 BW0336  ___________________________________________________________________
 BW0336* NAD 83(1986)-  31 13 17.     (N)    090 28 59.     (W)     SCALED    
 BW0336* NAVD 88     -       120.746  (meters)     396.15   (feet)  ADJUSTED  
 BW0336  ___________________________________________________________________
 BW0336  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BW0336  DYNAMIC HT  -         120.595 (meters)     395.65  (feet)  COMP
 BW0336  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 BW0336
 BW0336  VERT ORDER  -  SECOND    CLASS 0
 BW0336
 BW0336.The horizontal coordinates were scaled from a topographic map and have
 BW0336.an estimated accuracy of +/- 6 seconds.
 BW0336
 BW0336.The orthometric height was determined by differential leveling
 BW0336.and adjusted in February 1994.
 BW0336
 BW0336.The geoid height was determined by GEOID03.
 BW0336
 BW0336.The dynamic height is computed by dividing the NAVD 88
 BW0336.geopotential number by the normal gravity value computed on the
 BW0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0336.degrees latitude (g = 980.6199 gals.).
 BW0336
 BW0336.The modeled gravity was interpolated from observed gravity values.
 BW0336
 BW0336;                    North         East    Units  Estimated Accuracy
 BW0336;SPC MS W     -   190,830.      685,740.      MT  (+/- 180 meters Scaled)
 BW0336
 BW0336                          SUPERSEDED SURVEY CONTROL
 BW0336
 BW0336  NAVD 88 (06/15/91)  120.800  (m)          396.32   (f) UNKNOWN     2 0
 BW0336  NGVD 29 (??/??/??)  120.790  (m)          396.29   (f) ADJUSTED    2 0
 BW0336
 BW0336.Superseded values are not recommended for survey control.
 BW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0336.See file dsdata.txt to determine how the superseded data were derived.
 BW0336
 BW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ397568(NAD 83)
 BW0336_MARKER: DD = SURVEY DISK
 BW0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0336_SP_SET: BRIDGE
 BW0336_STAMPING: BM 98V-72 1968
 BW0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0336
 BW0336  HISTORY     - Date     Condition        Report By
 BW0336  HISTORY     - 1968     MONUMENTED       MSHD
 BW0336
 BW0336                          STATION DESCRIPTION
 BW0336
 BW0336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0336'2.3 MI SW FROM MCCOMB.
 BW0336'THE MARK IS LOCATED 2.3 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0336'MCCOMB IN THE WEST END OF THE NORTH ABUTMENT OF THE WEST CONCRETE
 BW0336'BRIDGE ON I-55 WHERE IT CROSSES MISSISSIPPI HIGHWAY 24 IN THE
 BW0336'SOUTHWEST 1/4 OF SECTION 15, T 3N, R 7E.  IT IS 41 FEET WEST OF THE
 BW0336'CENTER OF THE WEST LANE OF I-55, 90 FEET NORTH OF THE CENTER OF THE
 BW0336'NORTH LANE OF MISSISSIPPI HIGHWAY 24, 2 FEET EAST OF THE WEST EDGE OF
 BW0336'THE ABUTMENT, 2.5 FEET SOUTH OF A METAL WITNESS POST, SET IN A DRILL
 BW0336'HOLE IN THE WEST END OF THE NORTH ABUTMENT OF THE WEST CONCRETE BRIDGE
 BW0336'OF I-55 WHERE IT CROSSES MISSISSIPPI HIGHWAY 24 AND IS ABOUT 4 FEET
 BW0336'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE U.S. POST
 BW0336'OFFICE IN MCCOMB GO NORTHWEST ON DELAWARE AVENUE FOR 1.5 MILES TO THE
 BW0336'ENTRANCE RAMP FOR I-55 SOUTH BOUND TRAFFIC ON THE WEST SIDE OF THE
 BW0336'OVER PASS.  TURN LEFT AND FOLLOW THE ENTRANCE RAMP ONTO I-55 AND
 BW0336'CONTINUE SOUTH FOR 1.8 MILES TO A CONCRETE BRIDGE OVER MISSISSIPPI
 BW0336'HIGHWAY 24 AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0338 ***********************************************************************
 BW0338  DESIGNATION -  98 V 73 RESET 1974
 BW0338  PID         -  BW0338
 BW0338  STATE/COUNTY-  MS/PIKE
 BW0338  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0338
 BW0338                         *CURRENT SURVEY CONTROL
 BW0338  ___________________________________________________________________
 BW0338* NAD 83(1986)-  31 13 35.     (N)    090 27 47.     (W)     SCALED    
 BW0338* NAVD 88     -       116.52   (meters)     382.3    (feet)  RESET     
 BW0338  ___________________________________________________________________
 BW0338  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BW0338  VERT ORDER  -  THIRD
 BW0338
 BW0338.The horizontal coordinates were scaled from a topographic map and have
 BW0338.an estimated accuracy of +/- 6 seconds.
 BW0338
 BW0338.The orthometric height was computed from unverified reset data.
 BW0338.No vertical observational check was made to the station.
 BW0338
 BW0338.The geoid height was determined by GEOID03.
 BW0338
 BW0338;                    North         East    Units  Estimated Accuracy
 BW0338;SPC MS W     -   191,380.      687,640.      MT  (+/- 180 meters Scaled)
 BW0338
 BW0338                          SUPERSEDED SURVEY CONTROL
 BW0338
 BW0338  NGVD 29 (08/12/04)  116.57   (m)          382.4    (f) RESET       3  
 BW0338
 BW0338.Superseded values are not recommended for survey control.
 BW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0338.See file dsdata.txt to determine how the superseded data were derived.
 BW0338
 BW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ416574(NAD 83)
 BW0338_MARKER: DB = BENCH MARK DISK
 BW0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0338_SP_SET: CULVERT
 BW0338_STAMPING: 98V-73 RESET 1974
 BW0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0338
 BW0338  HISTORY     - Date     Condition        Report By
 BW0338  HISTORY     - 1974     MONUMENTED       NGS
 BW0338
 BW0338                          STATION DESCRIPTION
 BW0338
 BW0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BW0338'1.45 MI SW FROM MCCOMB.
 BW0338'THE MARK IS A STANDARD NGS BENCH MARK DISK, SET IN A DRILL HOLE IN THE
 BW0338'TOP OF THE EAST END OF A CONCRETE BOX CULVERT, 86.5 FEET WEST OF THE
 BW0338'NORTH ONE OF FOUR BILLBOARD SIGN POSTS, 51 FEET NORTH OF A 12 INCH
 BW0338'PINETREE, 85.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF A MEDIUM OF U.S.
 BW0338'HIGHWAY 98 AND ABOUT 10 FEET BELOW THE SURFACE OF THE HIGHWAY. IT IS
 BW0338'LOCATED 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 BW0338'WITH U.S. HIGHWAY 51, ABOUT 1 MILE SOUTH OF THE CENTER OF MCCOMB ON
 BW0338'THE SOUTH SIDE OF HIGHWAY 98.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0340 ***********************************************************************
 BW0340  DESIGNATION -  98 V 74 A
 BW0340  PID         -  BW0340
 BW0340  STATE/COUNTY-  MS/PIKE
 BW0340  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0340
 BW0340                         *CURRENT SURVEY CONTROL
 BW0340  ___________________________________________________________________
 BW0340* NAD 83(1986)-  31 13 48.     (N)    090 26 07.     (W)     SCALED    
 BW0340* NAVD 88     -       133.03   (+/-2cm)     436.4    (feet)  VERTCON   
 BW0340  ___________________________________________________________________
 BW0340  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BW0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0340
 BW0340.The horizontal coordinates were scaled from a topographic map and have
 BW0340.an estimated accuracy of +/- 6 seconds.
 BW0340
 BW0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0340.The vertical order pertains to the NGVD 29 superseded value.
 BW0340
 BW0340.The geoid height was determined by GEOID03.
 BW0340
 BW0340;                    North         East    Units  Estimated Accuracy
 BW0340;SPC MS W     -   191,780.      690,290.      MT  (+/- 180 meters Scaled)
 BW0340
 BW0340                          SUPERSEDED SURVEY CONTROL
 BW0340
 BW0340  NGVD 29 (??/??/??)  133.056  (m)          436.53   (f) ADJUSTED    2 0
 BW0340
 BW0340.Superseded values are not recommended for survey control.
 BW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0340.See file dsdata.txt to determine how the superseded data were derived.
 BW0340
 BW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ442579(NAD 83)
 BW0340_MARKER: DD = SURVEY DISK
 BW0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0340_STAMPING: BM 98V-74A 1968
 BW0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0340+STABILITY: SURFACE MOTION
 BW0340
 BW0340  HISTORY     - Date     Condition        Report By
 BW0340  HISTORY     - 1968     MONUMENTED       MSHD
 BW0340  HISTORY     - 1977     GOOD             LOCENG
 BW0340
 BW0340                          STATION DESCRIPTION
 BW0340
 BW0340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0340'1.5 MI SE FROM MCCOMB.
 BW0340'THE MARK IS LOCATED 1.5 MILES  SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0340'MCCOMB NEAR THE EAST WALL OF FRAZIERS AUTO PARTS BUILDING, IN THE
 BW0340'NORTHEAST 1/4 OF SECTION 18, T 3N, R 8E.  IT IS 117 FEET SOUTH
 BW0340'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 12 FEET SOUTHEAST OF THE
 BW0340'NORTHEAST CORNER OF THE AUTO PARTS BUILDING, 96.5 FEET SOUTHWEST OF A
 BW0340'POWER LINE POLE WITH A LAMP ON IT, 3 FEET EAST OF THE EAST WALL OF THE
 BW0340'AUTO PARTS BUILDING, 1.5 FEET NORTH OF A CYCLONE FENCE WITH A WITNESS
 BW0340'SIGN BOLTED TO IT SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0340'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BW0340'GROUND. NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO
 BW0340'SOUTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 BW0340'HIGHWAY 51 (FIVE WAY INTERSECTION). TURN RIGHT (SOUTHEAST) AND
 BW0340'CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO THE
 BW0340'INTERSECTION OF U.S. HIGHWAY 98. TURN LEFT (NORTHEAST) AND CONTINUE ON
 BW0340'U.S. HIGHWAY 98 FOR 1.1 MILE TO FRAZIERS AUTO PARTS AND THE MARK ON
 BW0340'THE RIGHT AS DESCRIBED.
 BW0340
 BW0340                          STATION RECOVERY (1977)
 BW0340
 BW0340'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BW0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0341 ***********************************************************************
 BW0341  DESIGNATION -  98 V 75
 BW0341  PID         -  BW0341
 BW0341  STATE/COUNTY-  MS/PIKE
 BW0341  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0341
 BW0341                         *CURRENT SURVEY CONTROL
 BW0341  ___________________________________________________________________
 BW0341* NAD 83(1986)-  31 13 21.     (N)    090 25 18.     (W)     SCALED    
 BW0341* NAVD 88     -       130.21   (+/-2cm)     427.2    (feet)  VERTCON   
 BW0341  ___________________________________________________________________
 BW0341  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BW0341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0341
 BW0341.The horizontal coordinates were scaled from a topographic map and have
 BW0341.an estimated accuracy of +/- 6 seconds.
 BW0341
 BW0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0341.The vertical order pertains to the NGVD 29 superseded value.
 BW0341
 BW0341.The geoid height was determined by GEOID03.
 BW0341
 BW0341;                    North         East    Units  Estimated Accuracy
 BW0341;SPC MS W     -   190,950.      691,580.      MT  (+/- 180 meters Scaled)
 BW0341
 BW0341                          SUPERSEDED SURVEY CONTROL
 BW0341
 BW0341  NGVD 29 (??/??/??)  130.227  (m)          427.25   (f) ADJUSTED    2 0
 BW0341
 BW0341.Superseded values are not recommended for survey control.
 BW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0341.See file dsdata.txt to determine how the superseded data were derived.
 BW0341
 BW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ456571(NAD 83)
 BW0341_MARKER: DD = SURVEY DISK
 BW0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0341_STAMPING: BM 98V-75 1968
 BW0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0341+STABILITY: SURFACE MOTION
 BW0341
 BW0341  HISTORY     - Date     Condition        Report By
 BW0341  HISTORY     - 1968     MONUMENTED       MSHD
 BW0341  HISTORY     - 1983     GOOD             NGS
 BW0341
 BW0341                          STATION DESCRIPTION
 BW0341
 BW0341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0341'2.4 MI SE FROM MCCOMB.
 BW0341'THE MARK IS LOCATED 2.4 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0341'MCCOMB IN THE SOUTHWEST ANGLE OF A CROSSROADS IN THE SOUTHWEST 1/4 OF
 BW0341'SECTION 17, T 3N, R 8E.  IT IS 55 FEET SOUTHWEST OF THE CENTER OF A
 BW0341'CROSSROADS, 56 FEET SOUTH SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98,
 BW0341'35 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 112 FEET EAST OF THE
 BW0341'CENTER OF THE ENTRANCE TO A GRAVEL PIT, 10.5 FEET SOUTH SOUTHWEST OF A
 BW0341'POWER LINE POLE WITH GUY WIRES, 14 FEET NORTH NORTHEAST OF A POWER
 BW0341'LINE GUY POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF
 BW0341'A 12 INCH ROUND CONCRETE POST ABOUT 1.5 FEET ABOVE THE LEVEL OF THE
 BW0341'HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 BW0341'OFFICE IN MCCOMB GO SOUTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO THE
 BW0341'INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION).  TURN RIGHT
 BW0341'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO
 BW0341'THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND
 BW0341'CONTINUE ON U.S. HIGHWAY 98 FOR 2.15 MILES TO A CROSSROADS JUST PAST
 BW0341'THE ENTRANCE TO A GRAVEL PIT AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW0341
 BW0341                          STATION RECOVERY (1983)
 BW0341
 BW0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2556 ***********************************************************************
 BW2556  DESIGNATION -  98 V 75 RESET
 BW2556  PID         -  BW2556
 BW2556  STATE/COUNTY-  MS/PIKE
 BW2556  USGS QUAD   -  MC COMB SOUTH (1972)
 BW2556
 BW2556                         *CURRENT SURVEY CONTROL
 BW2556  ___________________________________________________________________
 BW2556* NAD 83(1986)-  31 13 21.     (N)    090 25 18.     (W)     SCALED    
 BW2556* NAVD 88     -       131.67   (+/-2cm)     432.0    (feet)  VERTCON   
 BW2556  ___________________________________________________________________
 BW2556  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BW2556  VERT ORDER  -  THIRD (See Below)
 BW2556
 BW2556.The horizontal coordinates were scaled from a topographic map and have
 BW2556.an estimated accuracy of +/- 6 seconds.
 BW2556
 BW2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2556.The vertical order pertains to the NGVD 29 superseded value.
 BW2556
 BW2556.The geoid height was determined by GEOID03.
 BW2556
 BW2556;                    North         East    Units  Estimated Accuracy
 BW2556;SPC MS W     -   190,950.      691,580.      MT  (+/- 180 meters Scaled)
 BW2556
 BW2556                          SUPERSEDED SURVEY CONTROL
 BW2556
 BW2556  NGVD 29 (08/12/04)  131.69   (m)          432.1    (f) RESET       3  
 BW2556
 BW2556.Superseded values are not recommended for survey control.
 BW2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2556.See file dsdata.txt to determine how the superseded data were derived.
 BW2556
 BW2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ456571(NAD 83)
 BW2556_MARKER: DB = BENCH MARK DISK
 BW2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2556_SP_SET: CONCRETE POST
 BW2556_STAMPING: 98 V-75
 BW2556_MARK LOGO: MSHD  
 BW2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2556+STABILITY: SURFACE MOTION
 BW2556
 BW2556  HISTORY     - Date     Condition        Report By
 BW2556  HISTORY     - 1983     MONUMENTED       NGS
 BW2556
 BW2556                          STATION DESCRIPTION
 BW2556
 BW2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BW2556'2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF U.S.
 BW2556'HIGHWAY 51 IN MC COMB, TO A GRAVEL PIT AND THE MARK ON THE RIGHT,
 BW2556'208.0 FT (63.4 M) SOUTH OF THE CENTER OF PRESENT HIGHWAY, 83.0 FT
 BW2556'(25.3 M) NORTHEAST OF THE NORTHEAST CORNER OF GRAVEL PIT OFFICE
 BW2556'BUILDING, 33.5 FT (10.2 M) NORTH OF A 24-INCH OAK TREE AND 1.3 FT
 BW2556'(0.4 M) EAST OF A POWER POLE WITH TWO GUY WIRES, MARK IS FLUSH WITH
 BW2556'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0342 ***********************************************************************
 BW0342  DESIGNATION -  98 V 76
 BW0342  PID         -  BW0342
 BW0342  STATE/COUNTY-  MS/PIKE
 BW0342  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0342
 BW0342                         *CURRENT SURVEY CONTROL
 BW0342  ___________________________________________________________________
 BW0342* NAD 83(1986)-  31 12 59.     (N)    090 24 17.     (W)     SCALED    
 BW0342* NAVD 88     -       135.64   (+/-2cm)     445.0    (feet)  VERTCON   
 BW0342  ___________________________________________________________________
 BW0342  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BW0342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0342
 BW0342.The horizontal coordinates were scaled from a topographic map and have
 BW0342.an estimated accuracy of +/- 6 seconds.
 BW0342
 BW0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0342.The vertical order pertains to the NGVD 29 superseded value.
 BW0342
 BW0342.The geoid height was determined by GEOID03.
 BW0342
 BW0342;                    North         East    Units  Estimated Accuracy
 BW0342;SPC MS W     -   190,270.      693,200.      MT  (+/- 180 meters Scaled)
 BW0342
 BW0342                          SUPERSEDED SURVEY CONTROL
 BW0342
 BW0342  NGVD 29 (??/??/??)  135.655  (m)          445.06   (f) ADJUSTED    2 0
 BW0342
 BW0342.Superseded values are not recommended for survey control.
 BW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0342.See file dsdata.txt to determine how the superseded data were derived.
 BW0342
 BW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ472564(NAD 83)
 BW0342_MARKER: DD = SURVEY DISK
 BW0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0342_STAMPING: BM 98V-76 1968
 BW0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0342+STABILITY: SURFACE MOTION
 BW0342
 BW0342  HISTORY     - Date     Condition        Report By
 BW0342  HISTORY     - 1968     MONUMENTED       MSHD
 BW0342  HISTORY     - 1983     GOOD             NGS
 BW0342
 BW0342                          STATION DESCRIPTION
 BW0342
 BW0342'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0342'3.5 MI SE FROM MCCOMB.
 BW0342'THE MARK IS LOCATED 3.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0342'MCCOMB IN THE SOUTHWEST ANGLE OF A CROSSROADS, IN THE NORTHWEST 1/4 OF
 BW0342'SECTION 21, T 3N, R 8E.  IT IS 109 FEET SOUTH SOUTHWEST OF THE CENTER
 BW0342'OF U.S. HIGHWAY 98, 66 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 112
 BW0342'FEET SOUTHWEST OF THE CENTER OF A CROSSROADS, 87.5 FEET FEET SOUTHWEST
 BW0342'OF A FENCE CORNER, 86 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 33 FEET
 BW0342'SOUTHEAST OF A 14 INCH OAK, 45 FEET NORTHWEST OF A 13 INCH OAK, 161
 BW0342'FEET SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE AND TWO
 BW0342'TRANSFORMERS, 2 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP
 BW0342'OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BW0342'HIGHWAY AND PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 BW0342'OFFICE IN MCCOMB GO SOUTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO THE
 BW0342'INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION). TURN RIGHT
 BW0342'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO
 BW0342'THE INTERSECTION OF U.S. HIGHWAY 98. TURN LEFT (NORTHEAST) AND
 BW0342'CONTINUE ON U.S. HIGHWAY 98 FOR 3.2 MILES TO A CROSSROADS AND THE MARK
 BW0342'ON THE RIGHT AS DESCRIBED.
 BW0342
 BW0342                          STATION RECOVERY (1983)
 BW0342
 BW0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0342'MARK IS 1.89 METERS (6.2 FEET) SOUTH OF A NEW POWERLINE BRACE POLE
 BW0342'AND A NEW HIGHWAY IS BEING CONSTRUCTED NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0343 ***********************************************************************
 BW0343  DESIGNATION -  98 V 77
 BW0343  PID         -  BW0343
 BW0343  STATE/COUNTY-  MS/PIKE
 BW0343  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0343
 BW0343                         *CURRENT SURVEY CONTROL
 BW0343  ___________________________________________________________________
 BW0343* NAD 83(1986)-  31 12 37.     (N)    090 23 07.     (W)     SCALED    
 BW0343* NAVD 88     -       130.53   (+/-2cm)     428.2    (feet)  VERTCON   
 BW0343  ___________________________________________________________________
 BW0343  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BW0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0343
 BW0343.The horizontal coordinates were scaled from a topographic map and have
 BW0343.an estimated accuracy of +/- 6 seconds.
 BW0343
 BW0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0343.The vertical order pertains to the NGVD 29 superseded value.
 BW0343
 BW0343.The geoid height was determined by GEOID03.
 BW0343
 BW0343;                    North         East    Units  Estimated Accuracy
 BW0343;SPC MS W     -   189,590.      695,050.      MT  (+/- 180 meters Scaled)
 BW0343
 BW0343                          SUPERSEDED SURVEY CONTROL
 BW0343
 BW0343  NGVD 29 (??/??/??)  130.550  (m)          428.31   (f) ADJUSTED    2 0
 BW0343
 BW0343.Superseded values are not recommended for survey control.
 BW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0343.See file dsdata.txt to determine how the superseded data were derived.
 BW0343
 BW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ491558(NAD 83)
 BW0343_MARKER: DD = SURVEY DISK
 BW0343_SETTING: 0 = UNSPECIFIED SETTING
 BW0343_STAMPING: BM 98V-77 1968
 BW0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0343
 BW0343  HISTORY     - Date     Condition        Report By
 BW0343  HISTORY     - 1968     MONUMENTED       MSHD
 BW0343  HISTORY     - 1983     GOOD             NGS
 BW0343
 BW0343                          STATION DESCRIPTION
 BW0343
 BW0343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0343'4.7 MI SE FROM MCCOMB.
 BW0343'THE MARK IS LOCATED 4.7 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0343'MCCOMB IN THE NORTHEAST ANGLE OF A CROSSROADS NEAR THE CENTER OF
 BW0343'SECTION 22, T 3N, R 8E.  IT IS 64 FEET NORTH OF THE CENTER OF U.S.
 BW0343'HIGHWAY 98, 131 FEET NORTHEAST OF THE CENTER OF A CROSSROADS, 122 FEET
 BW0343'EAST OF THE CENTER OF A BLACKTOP ROAD, 97 FEET EAST OF A FENCE CORNER,
 BW0343'3.5 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES, 2.5
 BW0343'FEET SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST. NOTE--
 BW0343'TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO SOUTHEAST ON DELAWARE
 BW0343'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY
 BW0343'INTERSECTION).  TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51
 BW0343'(BROADWAY) FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN
 BW0343'LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 4.45 MILES TO A
 BW0343'CROSSROADS AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0343
 BW0343                          STATION RECOVERY (1983)
 BW0343
 BW0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0343'A NEW HIGHWAY IS BEING BUILT SOUTH OF THIS MARK. THIS MARK IS 16.30
 BW0343'METERS (53.5 FEET) EAST-NORTHEAST OF BACOTS 1947 AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0344 ***********************************************************************
 BW0344  DESIGNATION -  98 V 78
 BW0344  PID         -  BW0344
 BW0344  STATE/COUNTY-  MS/PIKE
 BW0344  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0344
 BW0344                         *CURRENT SURVEY CONTROL
 BW0344  ___________________________________________________________________
 BW0344* NAD 83(1986)-  31 11 52.     (N)    090 23 22.     (W)     SCALED    
 BW0344* NAVD 88     -       125.79   (+/-2cm)     412.7    (feet)  VERTCON   
 BW0344  ___________________________________________________________________
 BW0344  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW0344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0344
 BW0344.The horizontal coordinates were scaled from a topographic map and have
 BW0344.an estimated accuracy of +/- 6 seconds.
 BW0344
 BW0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0344.The vertical order pertains to the NGVD 29 superseded value.
 BW0344
 BW0344.The geoid height was determined by GEOID03.
 BW0344
 BW0344;                    North         East    Units  Estimated Accuracy
 BW0344;SPC MS W     -   188,210.      694,650.      MT  (+/- 180 meters Scaled)
 BW0344
 BW0344                          SUPERSEDED SURVEY CONTROL
 BW0344
 BW0344  NGVD 29 (??/??/??)  125.807  (m)          412.75   (f) ADJUSTED    2 0
 BW0344
 BW0344.Superseded values are not recommended for survey control.
 BW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0344.See file dsdata.txt to determine how the superseded data were derived.
 BW0344
 BW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ487544(NAD 83)
 BW0344_MARKER: DD = SURVEY DISK
 BW0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0344_STAMPING: BM 98V-78 1968
 BW0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0344+STABILITY: SURFACE MOTION
 BW0344
 BW0344  HISTORY     - Date     Condition        Report By
 BW0344  HISTORY     - 1968     MONUMENTED       MSHD
 BW0344
 BW0344                          STATION DESCRIPTION
 BW0344
 BW0344'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0344'5.0 MI SE FROM MCCOMB.
 BW0344'THE MARK IS LOCATED 5.0 MILES SOUTH SOUTHEAST OF MCCOMB IN THE
 BW0344'SOUTHEAST ANGLE OF A CROSSROADS, 0.9 MILE SOUTH OF U.S. HIGHWAY 98
 BW0344'NEAR THE CENTER OF SECTION 27, T 3N, R 8E.  IT IS 93 FEET SOUTH
 BW0344'SOUTHEAST OF THE CENTER OF A CROSSROADS, 85 FEET SOUTH-SOUTHWEST OF
 BW0344'THE CENTER OF A BLACKTOP ROAD, 58 FEET SOUTHEAST OF THE CENTER OF A
 BW0344'GRAVELED ROAD, 52 FEET SOUTH SOUTHWEST OF A STEEL SIGN POST WITHOUT A
 BW0344'SIGN ON IT, 69 FEET SOUTHWEST OF A FENCE CORNER, 86 FEET SOUTHEAST OF
 BW0344'THE SOUTH CORNER OF THE SOUTHEAST COLUMN IN FRONT OF GIBSONS GROCERY,
 BW0344'6 FEET SOUTHWEST OF AN 8 INCH TWIN ELM, 2.5 FEET SOUTH SOUTHEAST OF A
 BW0344'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0344'ABOUT 2 FEET ABOVE THE LEVEL OF THE BLACKTOP ROAD AND IS FLUSH WITH
 BW0344'THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO
 BW0344'SOUTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 BW0344'HIGHWAY 51 (FIVE WAY INTERSECTION).  TURN RIGHT (SOUTHEAST) AND
 BW0344'CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO THE
 BW0344'INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND CONTINUE
 BW0344'ON U.S. HIGHWAY 98 FOR 4.45 MILES TO A CROSSROADS.  TURN RIGHT (SOUTH)
 BW0344'AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.9 MILE TO A CROSSROADS AND
 BW0344'THE MARK ON THE LEFT IN THE SOUTHEAST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0350 ***********************************************************************
 BW0350  DESIGNATION -  98 V 79
 BW0350  PID         -  BW0350
 BW0350  STATE/COUNTY-  MS/PIKE
 BW0350  USGS QUAD   -  HOLMESVILLE (1972)
 BW0350
 BW0350                         *CURRENT SURVEY CONTROL
 BW0350  ___________________________________________________________________
 BW0350* NAD 83(1986)-  31 12 13.     (N)    090 21 57.     (W)     SCALED    
 BW0350* NAVD 88     -       116.15   (+/-2cm)     381.1    (feet)  VERTCON   
 BW0350  ___________________________________________________________________
 BW0350  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW0350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0350
 BW0350.The horizontal coordinates were scaled from a topographic map and have
 BW0350.an estimated accuracy of +/- 6 seconds.
 BW0350
 BW0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0350.The vertical order pertains to the NGVD 29 superseded value.
 BW0350
 BW0350.The geoid height was determined by GEOID03.
 BW0350
 BW0350;                    North         East    Units  Estimated Accuracy
 BW0350;SPC MS W     -   188,850.      696,900.      MT  (+/- 180 meters Scaled)
 BW0350
 BW0350                          SUPERSEDED SURVEY CONTROL
 BW0350
 BW0350  NGVD 29 (??/??/??)  116.166  (m)          381.12   (f) ADJUSTED    2 0
 BW0350
 BW0350.Superseded values are not recommended for survey control.
 BW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0350.See file dsdata.txt to determine how the superseded data were derived.
 BW0350
 BW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ509551(NAD 83)
 BW0350_MARKER: DD = SURVEY DISK
 BW0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0350_STAMPING: BM 98V-79 1968
 BW0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0350+STABILITY: SURFACE MOTION
 BW0350
 BW0350  HISTORY     - Date     Condition        Report By
 BW0350  HISTORY     - 1968     MONUMENTED       MSHD
 BW0350  HISTORY     - 1983     GOOD             NGS
 BW0350
 BW0350                          STATION DESCRIPTION
 BW0350
 BW0350'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0350'5.9 MI SE FROM MCCOMB.
 BW0350'THE MARK IS LOCATED 5.9 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0350'MCCOMB NEAR THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE NORTHEAST
 BW0350'ANGLE OF A T INTERSECTION OF A NARROW GRAVELED ROAD WITH U.S. HIGHWAY
 BW0350'98 IN THE SOUTHEAST 1/4 OF SECTION 23, T 3N, R 8E.  IT IS 80 FEET
 BW0350'NORTH OF THE CENTER OF U.S. HIGHWAY 98, 87 FEET NORTHEAST OF THE
 BW0350'CENTER OF A T INTERSECTION, 34 FEET EAST OF THE CENTER OF A NARROW
 BW0350'GRAVELED ROAD, 110.5 FEET SOUTHEAST OF A POWER LINE POLE WITH A GUY
 BW0350'WIRE, 98 FEET NORTHEAST OF A TELEPHONE LINE POLE, 157.5 FEET NORTH OF
 BW0350'A POWER LINE POLE WITH WIRES CROSSING THE HIGHWAY, 1 FOOT SOUTHEAST OF
 BW0350'A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0350'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
 BW0350'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO SOUTHEAST ON
 BW0350'DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51
 BW0350'(FIVE WAY INTERSECTION).  TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S.
 BW0350'HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BW0350'98.  TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 4.45
 BW0350'MILES TO A CROSSROADS.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 98 FOR 1.2
 BW0350'MILES TO A NARROW SIDE ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0350
 BW0350                          STATION RECOVERY (1983)
 BW0350
 BW0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0350'A NEW HIGHWAY IS BEING CONSTRUCTED SOUTH OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0889 ***********************************************************************
 BW0889  DESIGNATION -  98 V 8
 BW0889  PID         -  BW0889
 BW0889  STATE/COUNTY-  MS/ADAMS
 BW0889  USGS QUAD   -  WASHINGTON (1976)
 BW0889
 BW0889                         *CURRENT SURVEY CONTROL
 BW0889  ___________________________________________________________________
 BW0889* NAD 83(1986)-  31 33 55.     (N)    091 20 50.     (W)     SCALED    
 BW0889* NAVD 88     -        43.211  (meters)     141.77   (feet)  ADJUSTED  
 BW0889  ___________________________________________________________________
 BW0889  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BW0889  DYNAMIC HT  -          43.159 (meters)     141.60  (feet)  COMP
 BW0889  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BW0889
 BW0889  VERT ORDER  -  SECOND    CLASS 0
 BW0889
 BW0889.The horizontal coordinates were scaled from a topographic map and have
 BW0889.an estimated accuracy of +/- 6 seconds.
 BW0889
 BW0889.The orthometric height was determined by differential leveling
 BW0889.and adjusted in February 1994.
 BW0889
 BW0889.The geoid height was determined by GEOID03.
 BW0889
 BW0889.The dynamic height is computed by dividing the NAVD 88
 BW0889.geopotential number by the normal gravity value computed on the
 BW0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0889.degrees latitude (g = 980.6199 gals.).
 BW0889
 BW0889.The modeled gravity was interpolated from observed gravity values.
 BW0889
 BW0889;                    North         East    Units  Estimated Accuracy
 BW0889;SPC MS W     -   229,390.      603,750.      MT  (+/- 180 meters Scaled)
 BW0889
 BW0889                          SUPERSEDED SURVEY CONTROL
 BW0889
 BW0889  NAVD 88 (06/15/91)   43.233  (m)          141.84   (f) UNKNOWN     2 0
 BW0889  NGVD 29 (??/??/??)   43.214  (m)          141.78   (f) ADJUSTED    2 0
 BW0889
 BW0889.Superseded values are not recommended for survey control.
 BW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0889.See file dsdata.txt to determine how the superseded data were derived.
 BW0889
 BW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ568934(NAD 83)
 BW0889_MARKER: DD = SURVEY DISK
 BW0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0889_STAMPING: BM 98V-8 1967
 BW0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0889+STABILITY: SURFACE MOTION
 BW0889
 BW0889  HISTORY     - Date     Condition        Report By
 BW0889  HISTORY     - 1967     MONUMENTED       MSHD
 BW0889  HISTORY     - 1968     GOOD             MSHD
 BW0889
 BW0889                          STATION DESCRIPTION
 BW0889
 BW0889'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0889'1.9 MI ENE FROM NATCHEZ.
 BW0889'THE MARK IS LOCATED 1.9 MILES EAST-NORTH EAST OF THE APPROXIMATE
 BW0889'CENTER OF NATCHEZ NEAR THE SOUTHEAST CORNER OF SMITHS SHEET METAL
 BW0889'WORKS.  IT IS 59.5 FEET NORTH OF THE NORTH LANE OF U.S. HIGHWAY 61,
 BW0889'98, AND 84, 3.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SMITHS SHEET
 BW0889'METAL WORKS, 3.5 FEET NORTH OF A LAMP POLE, 16.5 FEET NORTH OF A
 BW0889'TELEPHONE CABLE, 8 FEET WEST OF THE WEST GATE POST OF A CYCLONE FENCE,
 BW0889'1.5 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 BW0889'ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE
 BW0889'GROUND.  NOTE-- TO REACH FROM TRUCK SCALES AT THE JUNCTION OF U.S.
 BW0889'HIGHWAY 61, 98, AND 84 WITH BUSINESS ROUTE U.S. HIGHWAY 98 AND 84 GO
 BW0889'NORTHEAST ON U.S. HIGHWAY 61, 98, AND 84 FOR 1.2 MILES TO SMITHS SHEET
 BW0889'METAL WORKS AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0351 ***********************************************************************
 BW0351  DESIGNATION -  98 V 80
 BW0351  PID         -  BW0351
 BW0351  STATE/COUNTY-  MS/PIKE
 BW0351  USGS QUAD   -  HOLMESVILLE (1972)
 BW0351
 BW0351                         *CURRENT SURVEY CONTROL
 BW0351  ___________________________________________________________________
 BW0351* NAD 83(1986)-  31 11 53.     (N)    090 21 01.     (W)     SCALED    
 BW0351* NAVD 88     -       115.15   (+/-2cm)     377.8    (feet)  VERTCON   
 BW0351  ___________________________________________________________________
 BW0351  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BW0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0351
 BW0351.The horizontal coordinates were scaled from a topographic map and have
 BW0351.an estimated accuracy of +/- 6 seconds.
 BW0351
 BW0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0351.The vertical order pertains to the NGVD 29 superseded value.
 BW0351
 BW0351.The geoid height was determined by GEOID03.
 BW0351
 BW0351;                    North         East    Units  Estimated Accuracy
 BW0351;SPC MS W     -   188,230.      698,390.      MT  (+/- 180 meters Scaled)
 BW0351
 BW0351                          SUPERSEDED SURVEY CONTROL
 BW0351
 BW0351  NGVD 29 (??/??/??)  115.169  (m)          377.85   (f) ADJUSTED    2 0
 BW0351
 BW0351.Superseded values are not recommended for survey control.
 BW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0351.See file dsdata.txt to determine how the superseded data were derived.
 BW0351
 BW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ524545(NAD 83)
 BW0351_MARKER: DD = SURVEY DISK
 BW0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0351_STAMPING: BM 98V-80 1968
 BW0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0351+STABILITY: SURFACE MOTION
 BW0351
 BW0351  HISTORY     - Date     Condition        Report By
 BW0351  HISTORY     - 1968     MONUMENTED       MSHD
 BW0351
 BW0351                          STATION DESCRIPTION
 BW0351
 BW0351'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0351'6.9 MI SE FROM MCCOMB.
 BW0351'THE MARK IS LOCATED 6.9 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0351'MCCOMB NEAR THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE NORTHEAST
 BW0351'1/4 OF SECTION 25, T 3N, R 8E.  IT IS 56 FEET SOUTH OF THE CENTER OF
 BW0351'U.S. HIGHWAY 98, 172 FEET SOUTHWEST OF A POWER LINE POLE WITH WIRES
 BW0351'CROSSING THE HIGHWAY, 163 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET
 BW0351'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0351'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.
 BW0351'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO SOUTHEAST ON
 BW0351'DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51
 BW0351'(FIVE WAY INTERSECTION).  TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S.
 BW0351'HIGHWAY 51 (BROADWAY) FOR 4.45 MILES TO A CROSSROADS. CONTINUE
 BW0351'SOUTHEAST ON U.S. HIGHWAY 98 FOR 2.25 MILES TO THE MARK ON THE RIGHT
 BW0351'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0352 ***********************************************************************
 BW0352  DESIGNATION -  98 V 81
 BW0352  PID         -  BW0352
 BW0352  STATE/COUNTY-  MS/PIKE
 BW0352  USGS QUAD   -  HOLMESVILLE (1972)
 BW0352
 BW0352                         *CURRENT SURVEY CONTROL
 BW0352  ___________________________________________________________________
 BW0352* NAD 83(1986)-  31 11 36.     (N)    090 20 15.     (W)     SCALED    
 BW0352* NAVD 88     -       125.67   (+/-2cm)     412.3    (feet)  VERTCON   
 BW0352  ___________________________________________________________________
 BW0352  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BW0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0352
 BW0352.The horizontal coordinates were scaled from a topographic map and have
 BW0352.an estimated accuracy of +/- 6 seconds.
 BW0352
 BW0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0352.The vertical order pertains to the NGVD 29 superseded value.
 BW0352
 BW0352.The geoid height was determined by GEOID03.
 BW0352
 BW0352;                    North         East    Units  Estimated Accuracy
 BW0352;SPC MS W     -   187,710.      699,600.      MT  (+/- 180 meters Scaled)
 BW0352
 BW0352                          SUPERSEDED SURVEY CONTROL
 BW0352
 BW0352  NGVD 29 (??/??/??)  125.692  (m)          412.37   (f) ADJUSTED    2 0
 BW0352
 BW0352.Superseded values are not recommended for survey control.
 BW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0352.See file dsdata.txt to determine how the superseded data were derived.
 BW0352
 BW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ537540(NAD 83)
 BW0352_MARKER: DD = SURVEY DISK
 BW0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0352_STAMPING: BM 98V-81 1968
 BW0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0352+STABILITY: SURFACE MOTION
 BW0352
 BW0352  HISTORY     - Date     Condition        Report By
 BW0352  HISTORY     - 1968     MONUMENTED       MSHD
 BW0352  HISTORY     - 1983     GOOD             NGS
 BW0352
 BW0352                          STATION DESCRIPTION
 BW0352
 BW0352'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0352'7.8 MI SE FROM MCCOMB.
 BW0352'THE MARK IS LOCATED 7.8 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0352'MCCOMB ON THE SOUTH SIDE OF U.S. HIGHWAY 98, 0.7 MILE WEST OF A
 BW0352'CROSSROADS IN THE SOUTHWEST 1/4 OF SECTION 30, T 3N, R 9E.  IT IS 228
 BW0352'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 298 FEET SOUTHEAST OF A
 BW0352'POWER LINE POLE WITH A TRANSFORMER AND A GUY WIRE, 21 FEET NORTHEAST
 BW0352'OF A 12 INCH TWIN PINE, 2 FEET NORTHEAST OF A METAL WITNESS POST SET
 BW0352'IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 6 FEET BELOW THE
 BW0352'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE
 BW0352'U.S. POST OFFICE IN MCCOMB GO SOUTHEAST ON DELAWARE AVENUE FOR 0.3
 BW0352'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION).
 BW0352'TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR
 BW0352'1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT
 BW0352'(NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 4.45 MILES TO A
 BW0352'CROSSROADS.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 98 FOR 3.1 MILES TO
 BW0352'THE MARK ON THE RIGHT IN THE EDGE OF THE WOODS.
 BW0352
 BW0352                          STATION RECOVERY (1983)
 BW0352
 BW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0352'A NEW HIGHWAY IS BEING CONSTRUCTED NORTH OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0353 ***********************************************************************
 BW0353  DESIGNATION -  98 V 82
 BW0353  PID         -  BW0353
 BW0353  STATE/COUNTY-  MS/PIKE
 BW0353  USGS QUAD   -  HOLMESVILLE (1972)
 BW0353
 BW0353                         *CURRENT SURVEY CONTROL
 BW0353  ___________________________________________________________________
 BW0353* NAD 83(1986)-  31 11 23.     (N)    090 19 31.     (W)     SCALED    
 BW0353* NAVD 88     -       114.67   (+/-2cm)     376.2    (feet)  VERTCON   
 BW0353  ___________________________________________________________________
 BW0353  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0353
 BW0353.The horizontal coordinates were scaled from a topographic map and have
 BW0353.an estimated accuracy of +/- 6 seconds.
 BW0353
 BW0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0353.The vertical order pertains to the NGVD 29 superseded value.
 BW0353
 BW0353.The geoid height was determined by GEOID03.
 BW0353
 BW0353;                    North         East    Units  Estimated Accuracy
 BW0353;SPC MS W     -   187,310.      700,770.      MT  (+/- 180 meters Scaled)
 BW0353
 BW0353                          SUPERSEDED SURVEY CONTROL
 BW0353
 BW0353  NGVD 29 (??/??/??)  114.686  (m)          376.27   (f) ADJUSTED    2 0
 BW0353
 BW0353.Superseded values are not recommended for survey control.
 BW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0353.See file dsdata.txt to determine how the superseded data were derived.
 BW0353
 BW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ548537(NAD 83)
 BW0353_MARKER: DD = SURVEY DISK
 BW0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0353_STAMPING: BM 98V-82
 BW0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0353+STABILITY: SURFACE MOTION
 BW0353
 BW0353  HISTORY     - Date     Condition        Report By
 BW0353  HISTORY     - UNK      MONUMENTED       MSHD
 BW0353  HISTORY     - 1968     GOOD             MSHD
 BW0353
 BW0353                          STATION DESCRIPTION
 BW0353
 BW0353'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0353'8.5 MI SE FROM MCCOMB.
 BW0353'THE MARK IS LOCATED 8.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BW0353'MCCOMB IN THE SOUTHEAST ANGLE OF A CROSSROADS, 12.0 MILES NORTHWEST OF
 BW0353'TYLERTOWN IN THE SOUTHWEST 1/4 OF SECTION 29, T 3N, R 9E.  IT IS 59
 BW0353'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 108 FEET SOUTHEAST OF THE
 BW0353'CENTER OF A CROSSROADS, 105 FEET EAST OF THE CENTER OF A BLACKTOP
 BW0353'ROAD, 38 FEET SOUTHEAST OF A POWER LINE POLE, 80 FEET NORTHWEST OF THE
 BW0353'NORTHWEST CORNER OF THE NORTHWEST BRICK PILLAR FOR GINNS GROCERY AND
 BW0353'MARKET, 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 64
 BW0353'FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE, 11
 BW0353'FEET NORTH OF THE EXTENDED EAST WALL OF A FRAME HOUSE, 2.5 FEET WEST
 BW0353'OF A BUDWEISER SIGN, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0353'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BW0353'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO
 BW0353'SOUTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 BW0353'HIGHWAY 51 (FIVE WAY INTERSECTION).  TURN RIGHT (SOUTHEAST) AND
 BW0353'CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO THE
 BW0353'INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND CONTINUE
 BW0353'ON U.S. HIGHWAY 98 FOR 8.3 MILES TO A CROSSROADS AND THE MARK ON THE
 BW0353'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2557 ***********************************************************************
 BW2557  DESIGNATION -  98 V 82 RESET
 BW2557  PID         -  BW2557
 BW2557  STATE/COUNTY-  MS/PIKE
 BW2557  USGS QUAD   -  HOLMESVILLE (1972)
 BW2557
 BW2557                         *CURRENT SURVEY CONTROL
 BW2557  ___________________________________________________________________
 BW2557* NAD 83(1986)-  31 11 23.     (N)    090 19 31.     (W)     SCALED    
 BW2557* NAVD 88     -       115.35   (+/-2cm)     378.4    (feet)  VERTCON   
 BW2557  ___________________________________________________________________
 BW2557  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW2557  VERT ORDER  -  THIRD (See Below)
 BW2557
 BW2557.The horizontal coordinates were scaled from a topographic map and have
 BW2557.an estimated accuracy of +/- 6 seconds.
 BW2557
 BW2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2557.The vertical order pertains to the NGVD 29 superseded value.
 BW2557
 BW2557.The geoid height was determined by GEOID03.
 BW2557
 BW2557;                    North         East    Units  Estimated Accuracy
 BW2557;SPC MS W     -   187,310.      700,770.      MT  (+/- 180 meters Scaled)
 BW2557
 BW2557                          SUPERSEDED SURVEY CONTROL
 BW2557
 BW2557  NGVD 29 (08/12/04)  115.37   (m)          378.5    (f) RESET       3  
 BW2557
 BW2557.Superseded values are not recommended for survey control.
 BW2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2557.See file dsdata.txt to determine how the superseded data were derived.
 BW2557
 BW2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ548537(NAD 83)
 BW2557_MARKER: DB = BENCH MARK DISK
 BW2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2557_SP_SET: CONCRETE POST
 BW2557_STAMPING: 98 V-82 RESET 1983
 BW2557_MARK LOGO: MSHD  
 BW2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2557+STABILITY: SURFACE MOTION
 BW2557
 BW2557  HISTORY     - Date     Condition        Report By
 BW2557  HISTORY     - 1983     MONUMENTED       NGS
 BW2557
 BW2557                          STATION DESCRIPTION
 BW2557
 BW2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BW2557'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF U.S.
 BW2557'HIGHWAY 51 IN MC COMB TO A CROSS ROAD AND MARK ON THE LEFT, 66.3 FT
 BW2557'(20.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 50.0 FT
 BW2557'(15.2 M) NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 98,
 BW2557'12.65 M (41.50 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH,
 BW2557'1.5 FT (0.5 M) WEST OF A POWER POLE WITH A TRANSFORMER, MARK IS FLUSH
 BW2557'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0359 ***********************************************************************
 BW0359  DESIGNATION -  98 V 83
 BW0359  PID         -  BW0359
 BW0359  STATE/COUNTY-  MS/PIKE
 BW0359  USGS QUAD   -  HOLMESVILLE (1972)
 BW0359
 BW0359                         *CURRENT SURVEY CONTROL
 BW0359  ___________________________________________________________________
 BW0359* NAD 83(1986)-  31 10 46.     (N)    090 17 44.     (W)     SCALED    
 BW0359* NAVD 88     -       108.75   (+/-2cm)     356.8    (feet)  VERTCON   
 BW0359  ___________________________________________________________________
 BW0359  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0359
 BW0359.The horizontal coordinates were scaled from a topographic map and have
 BW0359.an estimated accuracy of +/- 6 seconds.
 BW0359
 BW0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0359.The vertical order pertains to the NGVD 29 superseded value.
 BW0359
 BW0359.The geoid height was determined by GEOID03.
 BW0359
 BW0359;                    North         East    Units  Estimated Accuracy
 BW0359;SPC MS W     -   186,170.      703,600.      MT  (+/- 180 meters Scaled)
 BW0359
 BW0359                          SUPERSEDED SURVEY CONTROL
 BW0359
 BW0359  NGVD 29 (??/??/??)  108.767  (m)          356.85   (f) ADJUSTED    2 0
 BW0359
 BW0359.Superseded values are not recommended for survey control.
 BW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0359.See file dsdata.txt to determine how the superseded data were derived.
 BW0359
 BW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ577526(NAD 83)
 BW0359_MARKER: DD = SURVEY DISK
 BW0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0359_STAMPING: BM 98V-83 1968
 BW0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0359+STABILITY: SURFACE MOTION
 BW0359
 BW0359  HISTORY     - Date     Condition        Report By
 BW0359  HISTORY     - 1968     MONUMENTED       MSHD
 BW0359
 BW0359                          STATION DESCRIPTION
 BW0359
 BW0359'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0359'10.1 MI NW FROM TYLERTOWN.
 BW0359'THE MARK IS LOCATED 10.1 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0359'TYLERTOWN ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 98, IN THE
 BW0359'SOUTHEAST ANGLE OF A T INTERSECTION, 10.5 MILES SOUTHEAST OF MCCOMB IN
 BW0359'THE SOUTHEAST 1/4 OF SECTION 33, T3N R 9E.  IT IS 70 FEET SOUTH OF THE
 BW0359'CENTER OF U.S. HIGHWAY 98, 51 FEET EAST NORTHEAST OF THE CENTER OF A
 BW0359'GRAVELED ROAD, 113 FEET SOUTHEAST OF THE CENTER OF A T INTERSECTION,
 BW0359'1.5 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH
 BW0359'ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BW0359'PROJECTS 3 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0359'TYLERTOWN, GO WEST ON U.S. HIGHWAY 98 FOR 9.05 MILES TO A CROSSROADS.
 BW0359'CONTINUE WEST NORTHWEST ON U.S. HIGHWAY 98 FOR 1.6 MILES TO A SIDE
 BW0359'ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0360 ***********************************************************************
 BW0360  DESIGNATION -  98 V 84
 BW0360  PID         -  BW0360
 BW0360  STATE/COUNTY-  MS/PIKE
 BW0360  USGS QUAD   -  HOLMESVILLE (1972)
 BW0360
 BW0360                         *CURRENT SURVEY CONTROL
 BW0360  ___________________________________________________________________
 BW0360* NAD 83(1986)-  31 10 43.     (N)    090 17 30.     (W)     SCALED    
 BW0360* NAVD 88     -        92.99   (+/-2cm)     305.1    (feet)  VERTCON   
 BW0360  ___________________________________________________________________
 BW0360  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BW0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0360
 BW0360.The horizontal coordinates were scaled from a topographic map and have
 BW0360.an estimated accuracy of +/- 6 seconds.
 BW0360
 BW0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0360.The vertical order pertains to the NGVD 29 superseded value.
 BW0360
 BW0360.The geoid height was determined by GEOID03.
 BW0360
 BW0360;                    North         East    Units  Estimated Accuracy
 BW0360;SPC MS W     -   186,080.      703,970.      MT  (+/- 180 meters Scaled)
 BW0360
 BW0360                          SUPERSEDED SURVEY CONTROL
 BW0360
 BW0360  NGVD 29 (??/??/??)   93.017  (m)          305.17   (f) ADJUSTED    2 0
 BW0360
 BW0360.Superseded values are not recommended for survey control.
 BW0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0360.See file dsdata.txt to determine how the superseded data were derived.
 BW0360
 BW0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ581525(NAD 83)
 BW0360_MARKER: DD = SURVEY DISK
 BW0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0360_STAMPING: BM 98V-84 1968
 BW0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0360+STABILITY: SURFACE MOTION
 BW0360
 BW0360  HISTORY     - Date     Condition        Report By
 BW0360  HISTORY     - 1968     MONUMENTED       MSHD
 BW0360
 BW0360                          STATION DESCRIPTION
 BW0360
 BW0360'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0360'9.7 MI NW FROM TYLERTOWN.
 BW0360'THE MARK IS LOCATED 9.7 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0360'TYLERTOWN ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE
 BW0360'SOUTHWEST 1/4 OF SECTION 34, T 3N, R 9E.  IT IS 61 FEET SOUTH OF THE
 BW0360'CENTER OF U.S. HIGHWAY 98, 16 FEET SOUTH OF THE EDGE OF AN 8 FOOT
 BW0360'BANK, 7 FEET NORTHWEST OF A 12 INCH PINE, 29 FEET NORTH OF THE BASE OF
 BW0360'A HIGH BANK, 308 FEET EAST SOUTHEAST OF A T INTERSECTION, 2 FEET EAST
 BW0360'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW0360'POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BW0360'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO
 BW0360'WEST ON U.S. HIGHWAY 98 FOR 9.05 MILES TO A CROSSROADS. CONTINUE WEST
 BW0360'NORTHWEST ON U.S. HIGHWAY 98 FOR 1.3 MILES TO A SIDE ROAD AND THE MARK
 BW0360'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0362 ***********************************************************************
 BW0362  DESIGNATION -  98 V 85
 BW0362  PID         -  BW0362
 BW0362  STATE/COUNTY-  MS/PIKE
 BW0362  USGS QUAD   -  HOLMESVILLE (1972)
 BW0362
 BW0362                         *CURRENT SURVEY CONTROL
 BW0362  ___________________________________________________________________
 BW0362* NAD 83(1986)-  31 10 35.     (N)    090 16 11.     (W)     SCALED    
 BW0362* NAVD 88     -        81.96   (+/-2cm)     268.9    (feet)  VERTCON   
 BW0362  ___________________________________________________________________
 BW0362  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BW0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0362
 BW0362.The horizontal coordinates were scaled from a topographic map and have
 BW0362.an estimated accuracy of +/- 6 seconds.
 BW0362
 BW0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0362.The vertical order pertains to the NGVD 29 superseded value.
 BW0362
 BW0362.The geoid height was determined by GEOID03.
 BW0362
 BW0362;                    North         East    Units  Estimated Accuracy
 BW0362;SPC MS W     -   185,830.      706,060.      MT  (+/- 180 meters Scaled)
 BW0362
 BW0362                          SUPERSEDED SURVEY CONTROL
 BW0362
 BW0362  NGVD 29 (??/??/??)   81.984  (m)          268.98   (f) ADJUSTED    2 0
 BW0362
 BW0362.Superseded values are not recommended for survey control.
 BW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0362.See file dsdata.txt to determine how the superseded data were derived.
 BW0362
 BW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ602523(NAD 83)
 BW0362_MARKER: DD = SURVEY DISK
 BW0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0362_STAMPING: BM 98V-85 1968
 BW0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0362+STABILITY: SURFACE MOTION
 BW0362
 BW0362  HISTORY     - Date     Condition        Report By
 BW0362  HISTORY     - 1968     MONUMENTED       MSHD
 BW0362
 BW0362                          STATION DESCRIPTION
 BW0362
 BW0362'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0362'8.7 MI NW FROM TYLERTOWN.
 BW0362'THE MARK IS LOCATED 8.7 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0362'TYLERTOWN IN THE SOUTHWEST ANGLE OF A CROSSROADS, 12 MILES SOUTHEAST
 BW0362'OF MCCOMB, 0.5 MILE WEST OF THE PIKE-WALTHALL COUNTY LINE NEAR THE
 BW0362'CENTER OF THE SOUTH SIDE OF SECTION 35, T 3N, R 9E.  IT IS 53 FEET
 BW0362'SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 62 FEET SOUTHWEST OF THE
 BW0362'CENTER OF A CROSSROADS, 32 FEET WEST OF THE CENTER OF A BLACKTOP ROAD,
 BW0362'55 FEET WEST AND ACROSS THE ROAD FROM A FENCE CORNER, 35 FEET
 BW0362'SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A CULVERT, 2 FEET
 BW0362'WEST OF A TELEPHONE LINE POLE NO. 33, 2 FEET SOUTHEAST OF A METAL
 BW0362'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1
 BW0362'FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. NOTE-- TO
 BW0362'REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S. HIGHWAY
 BW0362'98 FOR 9.05 MILES TO A CROSSROADS AND THE MARK ON THE LEFT AS
 BW0362'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0363 ***********************************************************************
 BW0363  DESIGNATION -  98 V 86
 BW0363  PID         -  BW0363
 BW0363  STATE/COUNTY-  MS/WALTHALL
 BW0363  USGS QUAD   -  MESA (1970)
 BW0363
 BW0363                         *CURRENT SURVEY CONTROL
 BW0363  ___________________________________________________________________
 BW0363* NAD 83(1986)-  31 10 20.     (N)    090 14 28.     (W)     SCALED    
 BW0363* NAVD 88     -       125.76   (+/-2cm)     412.6    (feet)  VERTCON   
 BW0363  ___________________________________________________________________
 BW0363  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0363
 BW0363.The horizontal coordinates were scaled from a topographic map and have
 BW0363.an estimated accuracy of +/- 6 seconds.
 BW0363
 BW0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0363.The vertical order pertains to the NGVD 29 superseded value.
 BW0363
 BW0363.The geoid height was determined by GEOID03.
 BW0363
 BW0363;                    North         East    Units  Estimated Accuracy
 BW0363;SPC MS W     -   185,370.      708,790.      MT  (+/- 180 meters Scaled)
 BW0363
 BW0363                          SUPERSEDED SURVEY CONTROL
 BW0363
 BW0363  NGVD 29 (??/??/??)  125.781  (m)          412.67   (f) ADJUSTED    2 0
 BW0363
 BW0363.Superseded values are not recommended for survey control.
 BW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0363.See file dsdata.txt to determine how the superseded data were derived.
 BW0363
 BW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ629519(NAD 83)
 BW0363_MARKER: DD = SURVEY DISK
 BW0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0363_STAMPING: BM 98V-86 1968
 BW0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0363+STABILITY: SURFACE MOTION
 BW0363
 BW0363  HISTORY     - Date     Condition        Report By
 BW0363  HISTORY     - 1968     MONUMENTED       MSHD
 BW0363
 BW0363                          STATION DESCRIPTION
 BW0363
 BW0363'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0363'7.0 MI NW FROM TYLERTOWN.
 BW0363'THE MARK IS LOCATED 7.0 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0363'TYLERTOWN NEAR THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE
 BW0363'NORTHWEST 1/4 OF SECTION 6, T 2N, R 10E.  IT IS 53 FEET NORTHEAST OF
 BW0363'THE CENTER OF U.S. HIGHWAY 98, 50 FEET EAST SOUTHEAST OF A UTILITY
 BW0363'POLE WHERE THE WIRES CROSS THE ROAD, 16.5 FEET EAST OF THE SOUTH
 BW0363'CORNER OF A FRAME BUILDING IN THE CENTER OF A OLD ROAD BED, 6 FEET
 BW0363'NORTHEAST OF A FENCE CORNER, 3 FEET NORTH OF A FENCE, 117.5 FEET WEST
 BW0363'OF A UTILITY POLE, 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP
 BW0363'OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BW0363'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0363'TYLERTOWN GO WEST ON U.S. HIGHWAY 98 FOR 6.4 MILES TO A CROSSROADS.
 BW0363'CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 1.0 MILE TO THE MARK ON THE
 BW0363'RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0368 ***********************************************************************
 BW0368  DESIGNATION -  98 V 87
 BW0368  PID         -  BW0368
 BW0368  STATE/COUNTY-  MS/WALTHALL
 BW0368  USGS QUAD   -  MESA (1970)
 BW0368
 BW0368                         *CURRENT SURVEY CONTROL
 BW0368  ___________________________________________________________________
 BW0368* NAD 83(1986)-  31 09 17.     (N)    090 12 35.     (W)     SCALED    
 BW0368* NAVD 88     -       111.83   (+/-2cm)     366.9    (feet)  VERTCON   
 BW0368  ___________________________________________________________________
 BW0368  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BW0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0368
 BW0368.The horizontal coordinates were scaled from a topographic map and have
 BW0368.an estimated accuracy of +/- 6 seconds.
 BW0368
 BW0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0368.The vertical order pertains to the NGVD 29 superseded value.
 BW0368
 BW0368.The geoid height was determined by GEOID03.
 BW0368
 BW0368;                    North         East    Units  Estimated Accuracy
 BW0368;SPC MS W     -   183,440.      711,790.      MT  (+/- 180 meters Scaled)
 BW0368
 BW0368                          SUPERSEDED SURVEY CONTROL
 BW0368
 BW0368  NGVD 29 (??/??/??)  111.847  (m)          366.95   (f) ADJUSTED    2 0
 BW0368
 BW0368.Superseded values are not recommended for survey control.
 BW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0368.See file dsdata.txt to determine how the superseded data were derived.
 BW0368
 BW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ659501(NAD 83)
 BW0368_MARKER: DD = SURVEY DISK
 BW0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0368_STAMPING: BM 98V-87 1968
 BW0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0368+STABILITY: SURFACE MOTION
 BW0368
 BW0368  HISTORY     - Date     Condition        Report By
 BW0368  HISTORY     - 1968     MONUMENTED       MSHD
 BW0368
 BW0368                          STATION DESCRIPTION
 BW0368
 BW0368'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0368'4.8 MI NW FROM TYLERTOWN.
 BW0368'THE MARK IS LOCATED 4.8 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0368'TYLERTOWN IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A DRIVEWAY
 BW0368'WITH U.S. HIGHWAY 98 NEAR THE CENTER OF THE WEST SIDE OF SECTION 9, T
 BW0368'2N, R 10E.  IT IS 64 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98,
 BW0368'40 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY, 19.5 FEET SOUTHWEST OF
 BW0368'AN 18 INCH PINE, 59 FEET SOUTHEAST OF A FENCE CORNER, 23 FEET
 BW0368'SOUTHWEST OF THE EDGE OF A 4 FOOT BANK, 194.5 FEET WEST OF A POWER
 BW0368'LINE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 BW0368'12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BW0368'HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 BW0368'OFFICE IN TYLERTOWN GO WEST ON U.S. HIGHWAY 98 FOR 4.4 MILES TO A
 BW0368'CROSSROADS WITH SMITTYS GROCERY IN THE SOUTHEAST ANGLE.  CONTINUE
 BW0368'NORTHWEST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO A DRIVEWAY AND THE MARK
 BW0368'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0369 ***********************************************************************
 BW0369  DESIGNATION -  98 V 88
 BW0369  PID         -  BW0369
 BW0369  STATE/COUNTY-  MS/WALTHALL
 BW0369  USGS QUAD   -  MESA (1970)
 BW0369
 BW0369                         *CURRENT SURVEY CONTROL
 BW0369  ___________________________________________________________________
 BW0369* NAD 83(1986)-  31 08 44.     (N)    090 11 50.     (W)     SCALED    
 BW0369* NAVD 88     -       121.20   (+/-2cm)     397.6    (feet)  VERTCON   
 BW0369  ___________________________________________________________________
 BW0369  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BW0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0369
 BW0369.The horizontal coordinates were scaled from a topographic map and have
 BW0369.an estimated accuracy of +/- 6 seconds.
 BW0369
 BW0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0369.The vertical order pertains to the NGVD 29 superseded value.
 BW0369
 BW0369.The geoid height was determined by GEOID03.
 BW0369
 BW0369;                    North         East    Units  Estimated Accuracy
 BW0369;SPC MS W     -   182,420.      712,980.      MT  (+/- 180 meters Scaled)
 BW0369
 BW0369                          SUPERSEDED SURVEY CONTROL
 BW0369
 BW0369  NGVD 29 (??/??/??)  121.219  (m)          397.70   (f) ADJUSTED    2 0
 BW0369
 BW0369.Superseded values are not recommended for survey control.
 BW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0369.See file dsdata.txt to determine how the superseded data were derived.
 BW0369
 BW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ672491(NAD 83)
 BW0369_MARKER: DD = SURVEY DISK
 BW0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0369_STAMPING: BM 98V-88 1968
 BW0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0369+STABILITY: SURFACE MOTION
 BW0369
 BW0369  HISTORY     - Date     Condition        Report By
 BW0369  HISTORY     - 1968     MONUMENTED       MSHD
 BW0369
 BW0369                          STATION DESCRIPTION
 BW0369
 BW0369'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0369'3.9 MI NW FROM TYLERTOWN.
 BW0369'THE MARK IS LOCATED 3.9 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0369'TYLERTOWN ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 98, NEAR THE SOUTHEAST
 BW0369'RIGHT-OF-WAY OF THE PLANTATION PIPE LINE IN THE NORTHEAST 1/4 OF
 BW0369'SECTION 16, T 2N, R 10E.  IT IS 142 FEET SOUTHWEST OF THE CENTER OF
 BW0369'U.S. HIGHWAY 98, 18 FEET SOUTHEAST OF THE CENTER OF THE PIPE LINE
 BW0369'RIGHT-OF-WAY, 95 FEET SOUTH OF A CAUTION PIPE LINE SIGN, 1.5 FEET
 BW0369'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0369'CONCRETE POST ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW0369'6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO
 BW0369'WEST ON U.S. HIGHWAY 98 FOR 4.2 MILES TO A PIPE LINE CROSSING AND THE
 BW0369'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0370 ***********************************************************************
 BW0370  DESIGNATION -  98 V 89
 BW0370  PID         -  BW0370
 BW0370  STATE/COUNTY-  MS/WALTHALL
 BW0370  USGS QUAD   -  MESA (1970)
 BW0370
 BW0370                         *CURRENT SURVEY CONTROL
 BW0370  ___________________________________________________________________
 BW0370* NAD 83(1986)-  31 08 09.     (N)    090 11 07.     (W)     SCALED    
 BW0370* NAVD 88     -       114.83   (+/-2cm)     376.7    (feet)  VERTCON   
 BW0370  ___________________________________________________________________
 BW0370  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BW0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0370
 BW0370.The horizontal coordinates were scaled from a topographic map and have
 BW0370.an estimated accuracy of +/- 6 seconds.
 BW0370
 BW0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0370.The vertical order pertains to the NGVD 29 superseded value.
 BW0370
 BW0370.The geoid height was determined by GEOID03.
 BW0370
 BW0370;                    North         East    Units  Estimated Accuracy
 BW0370;SPC MS W     -   181,350.      714,120.      MT  (+/- 180 meters Scaled)
 BW0370
 BW0370                          SUPERSEDED SURVEY CONTROL
 BW0370
 BW0370  NGVD 29 (??/??/??)  114.852  (m)          376.81   (f) ADJUSTED    2 0
 BW0370
 BW0370.Superseded values are not recommended for survey control.
 BW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0370.See file dsdata.txt to determine how the superseded data were derived.
 BW0370
 BW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ683480(NAD 83)
 BW0370_MARKER: DD = SURVEY DISK
 BW0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0370_STAMPING: BM 98V-89 1968
 BW0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0370+STABILITY: SURFACE MOTION
 BW0370
 BW0370  HISTORY     - Date     Condition        Report By
 BW0370  HISTORY     - 1968     MONUMENTED       MSHD
 BW0370
 BW0370                          STATION DESCRIPTION
 BW0370
 BW0370'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0370'2.9 MI NW FROM TYLERTOWN.
 BW0370'THE MARK IS LOCATED 2.9 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0370'TYLERTOWN NEAR THE SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE
 BW0370'SOUTHWEST 1/4 OF SECTION 15, T 2N, R 10E.  IT IS 110 FEET SOUTHWEST OF
 BW0370'THE CENTER OF U.S. HIGHWAY 98, 35 FEET SOUTHEAST OF THE CENTER OF A
 BW0370'TERRACE, 77 FEET WEST OF A 9 INCH TRIPLE OAK, 2.5 FEET NORTHWEST OF A
 BW0370'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0370'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 8 INCHES.
 BW0370'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S.
 BW0370'HIGHWAY 98 FOR 2.75 MILES TO A CROSSROADS.  CONTINUE NORTHWEST ON U.S.
 BW0370'HIGHWAY 98 FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0890 ***********************************************************************
 BW0890  DESIGNATION -  98 V 9
 BW0890  PID         -  BW0890
 BW0890  STATE/COUNTY-  MS/ADAMS
 BW0890  USGS QUAD   -  WASHINGTON (1976)
 BW0890
 BW0890                         *CURRENT SURVEY CONTROL
 BW0890  ___________________________________________________________________
 BW0890* NAD 83(1986)-  31 34 10.     (N)    091 20 00.     (W)     SCALED    
 BW0890* NAVD 88     -        68.023  (meters)     223.17   (feet)  ADJUSTED  
 BW0890  ___________________________________________________________________
 BW0890  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0890  DYNAMIC HT  -          67.940 (meters)     222.90  (feet)  COMP
 BW0890  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BW0890
 BW0890  VERT ORDER  -  SECOND    CLASS 0
 BW0890
 BW0890.The horizontal coordinates were scaled from a topographic map and have
 BW0890.an estimated accuracy of +/- 6 seconds.
 BW0890
 BW0890.The orthometric height was determined by differential leveling
 BW0890.and adjusted in February 1994.
 BW0890
 BW0890.The geoid height was determined by GEOID03.
 BW0890
 BW0890.The dynamic height is computed by dividing the NAVD 88
 BW0890.geopotential number by the normal gravity value computed on the
 BW0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0890.degrees latitude (g = 980.6199 gals.).
 BW0890
 BW0890.The modeled gravity was interpolated from observed gravity values.
 BW0890
 BW0890;                    North         East    Units  Estimated Accuracy
 BW0890;SPC MS W     -   229,840.      605,070.      MT  (+/- 180 meters Scaled)
 BW0890
 BW0890                          SUPERSEDED SURVEY CONTROL
 BW0890
 BW0890  NAVD 88 (06/15/91)   68.045  (m)          223.24   (f) UNKNOWN     2 0
 BW0890  NGVD 29 (??/??/??)   68.025  (m)          223.18   (f) ADJUSTED    2 0
 BW0890
 BW0890.Superseded values are not recommended for survey control.
 BW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0890.See file dsdata.txt to determine how the superseded data were derived.
 BW0890
 BW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ581939(NAD 83)
 BW0890_MARKER: DD = SURVEY DISK
 BW0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0890_STAMPING: BM 98V-9 1967
 BW0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0890+STABILITY: SURFACE MOTION
 BW0890
 BW0890  HISTORY     - Date     Condition        Report By
 BW0890  HISTORY     - 1967     MONUMENTED       MSHD
 BW0890  HISTORY     - 1968     GOOD             MSHD
 BW0890
 BW0890                          STATION DESCRIPTION
 BW0890
 BW0890'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0890'2.1 MI SW FROM WASHINGTON.
 BW0890'THE MARK IS LOCATED 2.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BW0890'WASHINGTON NEAR THE NORTHEAST CORNER OF BRYANTS TV SALES-SERVICE
 BW0890'BUILDING ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 61, 98, AND 84. IT
 BW0890'IS 63 FEET SOUTH OF THE SOUTH LANE OF U.S. HIGHWAY 61, 98, AND 84, 3
 BW0890'FEET NORTH OF THE EXTENDED PART OF THE EAST WALL OF BRYANTS TV
 BW0890'SALES-SERVICE BUILDING, 17.8 FEET SOUTHWEST OF THE SOUTH POST OF THE
 BW0890'MOTOROLA SIGN, 45.5 FEET SOUTHWEST OF A POWER LINE POLE SET IN THE TOP
 BW0890'OF A 12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS
 BW0890'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S.
 BW0890'HIGHWAY 98, 84, AND 61 IN WASHINGTON GO SOUTHWEST ON U.S. HIGHWAY 61,
 BW0890'98, AND 84 FOR 2.1 MILES TO THE MARK ON THE LEFT JUST PAST AN ANGLING
 BW0890'SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0371 ***********************************************************************
 BW0371  DESIGNATION -  98 V 90
 BW0371  PID         -  BW0371
 BW0371  STATE/COUNTY-  MS/WALTHALL
 BW0371  USGS QUAD   -  MESA (1970)
 BW0371
 BW0371                         *CURRENT SURVEY CONTROL
 BW0371  ___________________________________________________________________
 BW0371* NAD 83(1986)-  31 07 44.     (N)    090 10 22.     (W)     SCALED    
 BW0371* NAVD 88     -       105.98   (+/-2cm)     347.7    (feet)  VERTCON   
 BW0371  ___________________________________________________________________
 BW0371  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BW0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0371
 BW0371.The horizontal coordinates were scaled from a topographic map and have
 BW0371.an estimated accuracy of +/- 6 seconds.
 BW0371
 BW0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0371.The vertical order pertains to the NGVD 29 superseded value.
 BW0371
 BW0371.The geoid height was determined by GEOID03.
 BW0371
 BW0371;                    North         East    Units  Estimated Accuracy
 BW0371;SPC MS W     -   180,580.      715,310.      MT  (+/- 180 meters Scaled)
 BW0371
 BW0371                          SUPERSEDED SURVEY CONTROL
 BW0371
 BW0371  NGVD 29 (??/??/??)  106.005  (m)          347.78   (f) ADJUSTED    2 0
 BW0371
 BW0371.Superseded values are not recommended for survey control.
 BW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0371.See file dsdata.txt to determine how the superseded data were derived.
 BW0371
 BW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ695473(NAD 83)
 BW0371_MARKER: DD = SURVEY DISK
 BW0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0371_STAMPING: BM 98V-90 1968
 BW0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0371+STABILITY: SURFACE MOTION
 BW0371
 BW0371  HISTORY     - Date     Condition        Report By
 BW0371  HISTORY     - 1968     MONUMENTED       MSHD
 BW0371
 BW0371                          STATION DESCRIPTION
 BW0371
 BW0371'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0371'2.0 MI NW FROM TYLERTOWN.
 BW0371'THE MARK IS LOCATED 2.0 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0371'TYLERTOWN ON THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE
 BW0371'NORTHWEST ANGLE OF A T INTERSECTION IN THE NORTHWEST 1/4 OF SECTION
 BW0371'23, T 2N, R 10E.  IT IS 127 FEET NORTHEAST OF THE CENTER OF U.S.
 BW0371'HIGHWAY 98, 85 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 165
 BW0371'FEET NORTH NORTHWEST OF THE CENTER OF A T INTERSECTION, 131.5 FEET
 BW0371'SOUTHWEST OF A FENCE CORNER, 75 FEET SOUTH OF A FENCE, 54 FEET EAST OF
 BW0371'THE SOUTH CORNER OF A CONCRETE FOUNDATION, 3 FEET SOUTHEAST OF A POWER
 BW0371'LINE POLE WITH A TRANSFORMER, 1 FOOT SOUTH OF A METAL WITNESS POST,
 BW0371'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 2 FEET BELOW THE
 BW0371'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE
 BW0371'U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S. HIGHWAY 98 FOR 2.25
 BW0371'MILES TO A SIDE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0379 ***********************************************************************
 BW0379  CBN         -  This is a Cooperative Base Network Control Station.
 BW0379  DESIGNATION -  98 V 91
 BW0379  PID         -  BW0379
 BW0379  STATE/COUNTY-  MS/WALTHALL
 BW0379  USGS QUAD   -  TYLERTOWN (1970)
 BW0379
 BW0379                         *CURRENT SURVEY CONTROL
 BW0379  ___________________________________________________________________
 BW0379* NAD 83(2007)-  31 06 53.26257(N)    090 07 47.26645(W)     ADJUSTED  
 BW0379* NAVD 88     -        80.8    (meters)     265.     (feet)  GPS OBS   
 BW0379  ___________________________________________________________________
 BW0379  EPOCH DATE  -        2002.00
 BW0379  X           -     -12,381.313 (meters)                     COMP
 BW0379  Y           -  -5,465,457.080 (meters)                     COMP
 BW0379  Z           -   3,276,824.187 (meters)                     COMP
 BW0379  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BW0379  ELLIP HEIGHT-          53.683 (meters)          (02/10/07) ADJUSTED
 BW0379  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0379
 BW0379  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0379  Type    PID    Designation                      North   East  Ellip
 BW0379  -------------------------------------------------------------------
 BW0379  NETWORK BW0379 98 V 91                           0.82   0.76   3.37
 BW0379  -------------------------------------------------------------------
 BW0379
 BW0379.The horizontal coordinates were established by GPS observations
 BW0379.and adjusted by the National Geodetic Survey in February 2007.
 BW0379
 BW0379.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0379.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0379.The horizontal coordinates are valid at the epoch date displayed above.
 BW0379.The epoch date for horizontal control is a decimal equivalence
 BW0379.of Year/Month/Day.
 BW0379
 BW0379.The orthometric height was determined by GPS observations and a
 BW0379.high-resolution geoid model.
 BW0379
 BW0379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0379
 BW0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0379
 BW0379.The ellipsoidal height was determined by GPS observations
 BW0379.and is referenced to NAD 83.
 BW0379
 BW0379.The geoid height was determined by GEOID03.
 BW0379
 BW0379;                    North         East     Units Scale Factor Converg.
 BW0379;SPC MS W     -   179,021.307   719,414.384   MT  0.99995465   +0 06 18.6
 BW0379;SPC MS W     -   587,339.07  2,360,278.69   sFT  0.99995465   +0 06 18.6
 BW0379;UTM  15      - 3,445,869.070   773,731.992   MT  1.00052435   +1 29 02.8
 BW0379
 BW0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0379!SPC MS W     -   0.99999157  x   0.99995465  =   0.99994622
 BW0379!UTM  15      -   0.99999157  x   1.00052435  =   1.00051592
 BW0379
 BW0379                          SUPERSEDED SURVEY CONTROL
 BW0379
 BW0379  ELLIP H (04/15/02)   53.690  (m)                       GP(       ) 4 2
 BW0379  NAD 83(1993)-  31 06 53.26231(N)    090 07 47.26610(W) AD(       ) B
 BW0379  ELLIP H (02/15/02)   53.685  (m)                       GP(       ) 4 1
 BW0379  NGVD 29 (??/??/??)   80.811  (m)          265.13   (f) ADJUSTED    2 0
 BW0379
 BW0379.Superseded values are not recommended for survey control.
 BW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0379.See file dsdata.txt to determine how the superseded data were derived.
 BW0379
 BW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7373245869(NAD 83)
 BW0379_MARKER: DD = SURVEY DISK
 BW0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0379_SP_SET: BRIDGE HEADWALL
 BW0379_STAMPING: BM 98V-91 1968
 BW0379_MARK LOGO: MSHD  
 BW0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0379+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 BW0379
 BW0379  HISTORY     - Date     Condition        Report By
 BW0379  HISTORY     - 1968     MONUMENTED       MSHD
 BW0379  HISTORY     - 20000601 GOOD             NGS
 BW0379
 BW0379                          STATION DESCRIPTION
 BW0379
 BW0379'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0379'0.7 MI ESE FROM TYLERTOWN.
 BW0379'THE MARK IS LOCATED 0.7 MILE EAST SOUTHEAST OF THE APPROXIMATE CENTER
 BW0379'OF TYLERTOWN IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 BW0379'BRIDGE ON U.S. HIGHWAY 98 IN THE NORTHEAST 1/4 OF SECTION 30, T 12N, R
 BW0379'11E.  IT IS 24 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 50 FEET
 BW0379'NORTHEAST OF A TELEPHONE LINE POLE, 1.2 FEET NORTH OF THE SOUTH END OF
 BW0379'THE ABUTMENT, 1.5 FEET WEST NORTHWEST OF A METAL WITNESS POST SET IN A
 BW0379'DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 BW0379'OVER MAGEES CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- TO
 BW0379'REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO EAST ON U.S. HIGHWAY
 BW0379'98 FOR 0.55 MILE TO THE EAST END OF A CONCRETE BRIDGE AND THE MARK ON
 BW0379'THE RIGHT AS DESCRIBED.
 BW0379
 BW0379                          STATION RECOVERY (2000)
 BW0379
 BW0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0379'THE STATION IS LOCATED ON THE EAST SIDE OF TYLERTOWN, MS, ALONG ROUTE
 BW0379'198.  TO REACH THE STATION FROM RTE 27, DRIVE EAST ON RTE 198 FOR 0.6
 BW0379'MI (1.0 KM) TO THE BRIDGE AND THE STATION ON THE RIGHT.  FROM RTE 48,
 BW0379'DRIVE WEST ON RTE 198 FOR 0.15 MI (0.24 KM) TO THE BRIDGE AND THE
 BW0379'STATION ON THE LEFT.  THE STATION IS A DISK SET IN A DRILL HOLE IN THE
 BW0379'SOUTH SIDE OF THE EAST ABUTMENT HEADWALL OF A CONCRETE BRIDGE CARRYING
 BW0379'RTE 198 OVER MCGEE CREEK.  THE MARK IS 24 FT (7.3 M) SOUTH OF THE
 BW0379'CENTERLINE OF RTE 198, 6.3 FT (1.9 M) NORTH OF THE SOUTH END OF THE
 BW0379'ABUTMENT, 3.0 FT (0.9 M) SOUTH OF THE INSIDE FACE OF THE EAST END OF
 BW0379'THE HANDRAIL, 0.5 FT (15.2 CM) EAST OF THE EAST FACE OF THE VERTICAL
 BW0379'BUTTRESS OF THE HANDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0380 ***********************************************************************
 BW0380  DESIGNATION -  98 V 92
 BW0380  PID         -  BW0380
 BW0380  STATE/COUNTY-  MS/WALTHALL
 BW0380  USGS QUAD   -  TYLERTOWN SE (1970)
 BW0380
 BW0380                         *CURRENT SURVEY CONTROL
 BW0380  ___________________________________________________________________
 BW0380* NAD 83(1986)-  31 07 08.     (N)    090 06 50.     (W)     SCALED    
 BW0380* NAVD 88     -       102.37   (+/-2cm)     335.9    (feet)  VERTCON   
 BW0380  ___________________________________________________________________
 BW0380  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0380
 BW0380.The horizontal coordinates were scaled from a topographic map and have
 BW0380.an estimated accuracy of +/- 6 seconds.
 BW0380
 BW0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0380.The vertical order pertains to the NGVD 29 superseded value.
 BW0380
 BW0380.The geoid height was determined by GEOID03.
 BW0380
 BW0380;                    North         East    Units  Estimated Accuracy
 BW0380;SPC MS W     -   179,480.      720,930.      MT  (+/- 180 meters Scaled)
 BW0380
 BW0380                          SUPERSEDED SURVEY CONTROL
 BW0380
 BW0380  NGVD 29 (??/??/92)  102.403  (m)          335.97   (f) ADJ UNCH    2 0
 BW0380
 BW0380.Superseded values are not recommended for survey control.
 BW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0380.See file dsdata.txt to determine how the superseded data were derived.
 BW0380
 BW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ752463(NAD 83)
 BW0380_MARKER: DD = SURVEY DISK
 BW0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0380_STAMPING: BM 98V-92 1968
 BW0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0380+STABILITY: SURFACE MOTION
 BW0380
 BW0380  HISTORY     - Date     Condition        Report By
 BW0380  HISTORY     - 1968     MONUMENTED       MSHD
 BW0380
 BW0380                          STATION DESCRIPTION
 BW0380
 BW0380'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0380'1.7 MI E FROM TYLERTOWN.
 BW0380'THE MARK IS LOCATED 1.7 MILES EAST OF THE APPROXIMATE CENTER OF
 BW0380'TYLERTOWN NEAR THE SOUTHEAST CORNER OF THE CYCLONE FENCE AROUND A
 BW0380'POWER SUB-STATION OWNED BY MISSISSIPPI POWER AND LIGHT COMPANY IN THE
 BW0380'SOUTHEAST 1/4 OF SECTION 20, T 2N, R 11E.  IT IS 139 FEET NORTHWEST OF
 BW0380'THE CENTER OF U.S. HIGHWAY 98, 55 FEET NORTH OF THE MOST EASTERN OF
 BW0380'THREE HIGH POWER LINE POLES, 2 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BW0380'CYCLONE FENCE AROUND A POWER SUB-STATION, 1.5 FEET SOUTH OF A FENCE, 3
 BW0380'FEET NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 BW0380'ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS
 BW0380'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0380'TYLERTOWN GO EAST ON U.S. HIGHWAY 98 FOR 1.6 MILES TO A POWER
 BW0380'SUB-STATION AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2013 ***********************************************************************
 BW2013  DESIGNATION -  98 V 93 MSHD
 BW2013  PID         -  BW2013
 BW2013  STATE/COUNTY-  MS/WALTHALL
 BW2013  USGS QUAD   -  KOKOMO (1970)
 BW2013
 BW2013                         *CURRENT SURVEY CONTROL
 BW2013  ___________________________________________________________________
 BW2013* NAD 83(1986)-  31 07 44.     (N)    090 06 11.     (W)     SCALED    
 BW2013* NAVD 88     -       113.79   (+/-2cm)     373.3    (feet)  VERTCON   
 BW2013  ___________________________________________________________________
 BW2013  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW2013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2013
 BW2013.The horizontal coordinates were scaled from a topographic map and have
 BW2013.an estimated accuracy of +/- 6 seconds.
 BW2013
 BW2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2013.The vertical order pertains to the NGVD 29 superseded value.
 BW2013
 BW2013.The geoid height was determined by GEOID03.
 BW2013
 BW2013;                    North         East    Units  Estimated Accuracy
 BW2013;SPC MS W     -   180,590.      721,960.      MT  (+/- 180 meters Scaled)
 BW2013
 BW2013                          SUPERSEDED SURVEY CONTROL
 BW2013
 BW2013  NGVD 29 (??/??/92)  113.823  (m)          373.43   (f) ADJ UNCH    2 0
 BW2013
 BW2013.Superseded values are not recommended for survey control.
 BW2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2013.See file dsdata.txt to determine how the superseded data were derived.
 BW2013
 BW2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ762474(NAD 83)
 BW2013_MARKER: DD = SURVEY DISK
 BW2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2013_STAMPING: BM 98V-93 1968
 BW2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2013+STABILITY: SURFACE MOTION
 BW2013
 BW2013  HISTORY     - Date     Condition        Report By
 BW2013  HISTORY     - 1968     MONUMENTED       MSHD
 BW2013
 BW2013                          STATION DESCRIPTION
 BW2013
 BW2013'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2013'2.5 MI NE FROM TYLERTOWN.
 BW2013'THE MARK IS LOCATED 2.5 MILES NORTHEAST OF THE APPROXIMATE CENTER  OF
 BW2013'TYLERTOWN NEAR THE NORTH CORNER OF THE PROPERTY OWNED BY CAPPS FUNERAL
 BW2013'HOME IN THE NORTHWEST 1/4 OF SECTION 21, T 2N, R 11E.  IT IS 409 FEET
 BW2013'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 21.5 FEET NORTH OF THE
 BW2013'NORTHEAST CORNER OF THE FUNERAL HOME BUILDING, 25 FEET WEST OF A POWER
 BW2013'LINE POLE WITH A TRANSFORMER AND GUY WIRES, 3 FEET SOUTHWEST OF A
 BW2013'FENCE, 1 FOOT EAST NORTHEAST OF A METAL WITNESS POST, 14 FEET
 BW2013'NORTHWEST OF THE PROJECT NORTH WALL OF THE BUILDING, SET IN THE TOP OF
 BW2013'A 12 INCH ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE
 BW2013'HIGHWAY AND PROJECTS 1 INCH. TO REACH FROM THE U.S. POST OFFICE IN
 BW2013'TYLERTOWN GO EAST ON U.S. HIGHWAY 98 FOR 2.6 MILES TO CAPPS FUNERAL
 BW2013'HOME AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2012 ***********************************************************************
 BW2012  DESIGNATION -  98 V 94 MSHD
 BW2012  PID         -  BW2012
 BW2012  STATE/COUNTY-  MS/WALTHALL
 BW2012  USGS QUAD   -  KOKOMO (1970)
 BW2012
 BW2012                         *CURRENT SURVEY CONTROL
 BW2012  ___________________________________________________________________
 BW2012* NAD 83(1986)-  31 08 09.     (N)    090 05 36.     (W)     SCALED    
 BW2012* NAVD 88     -       117.50   (+/-2cm)     385.5    (feet)  VERTCON   
 BW2012  ___________________________________________________________________
 BW2012  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW2012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2012
 BW2012.The horizontal coordinates were scaled from a topographic map and have
 BW2012.an estimated accuracy of +/- 6 seconds.
 BW2012
 BW2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2012.The vertical order pertains to the NGVD 29 superseded value.
 BW2012
 BW2012.The geoid height was determined by GEOID03.
 BW2012
 BW2012;                    North         East    Units  Estimated Accuracy
 BW2012;SPC MS W     -   181,360.      722,890.      MT  (+/- 180 meters Scaled)
 BW2012
 BW2012                          SUPERSEDED SURVEY CONTROL
 BW2012
 BW2012  NGVD 29 (??/??/92)  117.533  (m)          385.61   (f) ADJ UNCH    2 0
 BW2012
 BW2012.Superseded values are not recommended for survey control.
 BW2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2012.See file dsdata.txt to determine how the superseded data were derived.
 BW2012
 BW2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ771482(NAD 83)
 BW2012_MARKER: DD = SURVEY DISK
 BW2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2012_STAMPING: BM 98V-94 1968
 BW2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2012+STABILITY: SURFACE MOTION
 BW2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2012+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 BW2012
 BW2012  HISTORY     - Date     Condition        Report By
 BW2012  HISTORY     - 1968     MONUMENTED       MSHD
 BW2012  HISTORY     - 20010125 GOOD             NGS
 BW2012
 BW2012                          STATION DESCRIPTION
 BW2012
 BW2012'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2012'3.1 MI NE FROM TYLERTOWN.
 BW2012'THE MARK IS LOCATED 3.1 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2012'TYLERTOWN ON THE GROUNDS OF THE LIVESTOCK PRODUCERS ASSN. STOCKYARD IN
 BW2012'THE SOUTHEAST 1/4 OF SECTION 16, T 2N, R 11E.  IT IS 254 FEET
 BW2012'NORTHWEST OF THE CENTER OF U.S.HIGHWAY 98, 28 FEET WEST OF THE SOUTH
 BW2012'CORNER OF THE STOCKYARD OFFICE, 3.5 FEET NORTHEAST OF A POWER LINE
 BW2012'POLE WITH TWO TRANSFORMERS AND A GUY WIRE, 24.5 FEET SOUTHWEST OF THE
 BW2012'SOUTHWEST WALL OF THE STOCKYARD OFFICE, 62 FEET SOUTHEAST OF A CYCLONE
 BW2012'FENCE ON THE SOUTHEAST SIDE OF THE CATTLE PENS, 1 FOOT WEST SOUTHWEST
 BW2012'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW2012'POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3
 BW2012'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO EAST ON
 BW2012'U.S. HIGHWAY 98 FOR 3.25 MILES TO THE STOCKYARD AND THE MARK ON THE
 BW2012'LEFT AS DESCRIBED.
 BW2012
 BW2012                          STATION RECOVERY (2001)
 BW2012
 BW2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BW2012'MARK IS 5.0 FT SOUTHWEST OF WALL OF STOCKYARD OFFICE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2011 ***********************************************************************
 BW2011  DESIGNATION -  98 V 95 MSHD
 BW2011  PID         -  BW2011
 BW2011  STATE/COUNTY-  MS/WALTHALL
 BW2011  USGS QUAD   -  KOKOMO (1970)
 BW2011
 BW2011                         *CURRENT SURVEY CONTROL
 BW2011  ___________________________________________________________________
 BW2011* NAD 83(1986)-  31 08 37.     (N)    090 04 57.     (W)     SCALED    
 BW2011* NAVD 88     -       107.09   (+/-2cm)     351.3    (feet)  VERTCON   
 BW2011  ___________________________________________________________________
 BW2011  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW2011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2011
 BW2011.The horizontal coordinates were scaled from a topographic map and have
 BW2011.an estimated accuracy of +/- 6 seconds.
 BW2011
 BW2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2011.The vertical order pertains to the NGVD 29 superseded value.
 BW2011
 BW2011.The geoid height was determined by GEOID03.
 BW2011
 BW2011;                    North         East    Units  Estimated Accuracy
 BW2011;SPC MS W     -   182,230.      723,920.      MT  (+/- 180 meters Scaled)
 BW2011
 BW2011                          SUPERSEDED SURVEY CONTROL
 BW2011
 BW2011  NGVD 29 (??/??/92)  107.122  (m)          351.45   (f) ADJ UNCH    2 0
 BW2011
 BW2011.Superseded values are not recommended for survey control.
 BW2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2011.See file dsdata.txt to determine how the superseded data were derived.
 BW2011
 BW2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ781491(NAD 83)
 BW2011_MARKER: DD = SURVEY DISK
 BW2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2011_STAMPING: BM 98V-95 1968
 BW2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2011+STABILITY: SURFACE MOTION
 BW2011
 BW2011  HISTORY     - Date     Condition        Report By
 BW2011  HISTORY     - 1968     MONUMENTED       MSHD
 BW2011
 BW2011                          STATION DESCRIPTION
 BW2011
 BW2011'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2011'4.0 MI NE FROM TYLERTOWN.
 BW2011'THE MARK IS LOCATED 4.0 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2011'TYLERTOWN OPPOSITE A SIDE ROAD LEADING NORTHEAST NEAR THE NORTHWEST
 BW2011'RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE NORTHWEST 1/4 OF SECTION 15, T
 BW2011'2N, R 11E.  IT IS 58 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 98,
 BW2011'43.5 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 26 FEET NORTHEAST OF
 BW2011'A FENCE CORNER, 7.5 FEET NORTHWEST OF A FENCE, 25 FEET NORTHEAST OF A
 BW2011'FENCE, 2.5 FEET NORTHEAST OF A UTILITY POLE, 4 FEET SOUTH SOUTHWEST OF
 BW2011'THE MOST SOUTHERN POST OF A LARGE SIGN, 1.5 FEET SOUTHWEST OF A METAL
 BW2011'WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3
 BW2011'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH
 BW2011'FROM THE U.S. POST OFFICE IN TYLERTOWN GO EAST ON U.S. HIGHWAY 98 FOR
 BW2011'4.2 MILES TO AN ANGLING SIDE ROAD RIGHT AND THE MARK ON THE LEFT AS
 BW2011'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2022 ***********************************************************************
 BW2022  DESIGNATION -  98 V 96 MSHD
 BW2022  PID         -  BW2022
 BW2022  STATE/COUNTY-  MS/WALTHALL
 BW2022  USGS QUAD   -  KOKOMO (1970)
 BW2022
 BW2022                         *CURRENT SURVEY CONTROL
 BW2022  ___________________________________________________________________
 BW2022* NAD 83(1986)-  31 09 41.     (N)    090 03 38.     (W)     SCALED    
 BW2022* NAVD 88     -       123.81   (+/-2cm)     406.2    (feet)  VERTCON   
 BW2022  ___________________________________________________________________
 BW2022  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BW2022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2022
 BW2022.The horizontal coordinates were scaled from a topographic map and have
 BW2022.an estimated accuracy of +/- 6 seconds.
 BW2022
 BW2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2022.The vertical order pertains to the NGVD 29 superseded value.
 BW2022
 BW2022.The geoid height was determined by GEOID03.
 BW2022
 BW2022;                    North         East    Units  Estimated Accuracy
 BW2022;SPC MS W     -   184,200.      726,010.      MT  (+/- 180 meters Scaled)
 BW2022
 BW2022                          SUPERSEDED SURVEY CONTROL
 BW2022
 BW2022  NGVD 29 (??/??/92)  123.844  (m)          406.31   (f) ADJ UNCH    2 0
 BW2022
 BW2022.Superseded values are not recommended for survey control.
 BW2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2022.See file dsdata.txt to determine how the superseded data were derived.
 BW2022
 BW2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ802512(NAD 83)
 BW2022_MARKER: DD = SURVEY DISK
 BW2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2022_STAMPING: BM 98V-96 1968
 BW2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2022+STABILITY: SURFACE MOTION
 BW2022
 BW2022  HISTORY     - Date     Condition        Report By
 BW2022  HISTORY     - 1968     MONUMENTED       MSHD
 BW2022
 BW2022                          STATION DESCRIPTION
 BW2022
 BW2022'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2022'5.8 MI NE FROM TYLERTOWN.
 BW2022'THE MARK IS LOCATED 5.8 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2022'TYLERTOWN ON THE NORTHWEST SIDE OF U.S. HIGHWAY 98 IN THE SOUTHEAST
 BW2022'1/4 OF SECTION 2, T 2N, R 11E.  IT IS 142 FEET NORTHWEST OF THE CENTER
 BW2022'OF U.S. HIGHWAY 98, 14 FEET WEST OF A FENCE CORNER, 4.5 FEET NORTHEAST
 BW2022'OF A 9 INCH OAK, 50.5 FEET NORTHWEST OF A 12 INCH PINE, 159 FEET
 BW2022'SOUTHWEST OF A POWER LINE POLE, 3 FEET SOUTH OF A FENCE, 1 FOOT WEST
 BW2022'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BW2022'POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4
 BW2022'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO EAST ON
 BW2022'U.S. HIGHWAY 98 FOR 3.65 MILES TO A CROSSROADS.  CONTINUE NORTHEAST ON
 BW2022'U.S. HIGHWAY 98 FOR 2.35 MILES TO THE MARK ON THE LEFT ON THE OPPOSITE
 BW2022'SIDE OF THE ROAD AND A METAL GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2021 ***********************************************************************
 BW2021  DESIGNATION -  98 V 97 MSHD
 BW2021  PID         -  BW2021
 BW2021  STATE/COUNTY-  MS/WALTHALL
 BW2021  USGS QUAD   -  KOKOMO (1970)
 BW2021
 BW2021                         *CURRENT SURVEY CONTROL
 BW2021  ___________________________________________________________________
 BW2021* NAD 83(1986)-  31 10 21.     (N)    090 02 49.     (W)     SCALED    
 BW2021* NAVD 88     -       117.55   (+/-2cm)     385.7    (feet)  VERTCON   
 BW2021  ___________________________________________________________________
 BW2021  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW2021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2021
 BW2021.The horizontal coordinates were scaled from a topographic map and have
 BW2021.an estimated accuracy of +/- 6 seconds.
 BW2021
 BW2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2021.The vertical order pertains to the NGVD 29 superseded value.
 BW2021
 BW2021.The geoid height was determined by GEOID03.
 BW2021
 BW2021;                    North         East    Units  Estimated Accuracy
 BW2021;SPC MS W     -   185,440.      727,300.      MT  (+/- 180 meters Scaled)
 BW2021
 BW2021                          SUPERSEDED SURVEY CONTROL
 BW2021
 BW2021  NGVD 29 (??/??/92)  117.580  (m)          385.76   (f) ADJ UNCH    2 0
 BW2021
 BW2021.Superseded values are not recommended for survey control.
 BW2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2021.See file dsdata.txt to determine how the superseded data were derived.
 BW2021
 BW2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ814524(NAD 83)
 BW2021_MARKER: DD = SURVEY DISK
 BW2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2021_STAMPING: BM 98V-97 1968
 BW2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2021+STABILITY: SURFACE MOTION
 BW2021
 BW2021  HISTORY     - Date     Condition        Report By
 BW2021  HISTORY     - 1968     MONUMENTED       MSHD
 BW2021
 BW2021                          STATION DESCRIPTION
 BW2021
 BW2021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2021'6.8 MI NE FROM TYLERTOWN.
 BW2021'THE MARK IS LOCATED 6.8 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2021'TYLERTOWN NEAR A POWER LINE ROW ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 BW2021'98 IN THE NORTHEAST 1/4 OF SECTION 1, T 2N, R 11E.  IT IS 138 FEET
 BW2021'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 98 86.5 FEET NORTH OF A
 BW2021'RIGHT-OF-WAY MARKER, 70.5 FEET WEST NORTHWEST OF A 10 INCH OAK ACTING
 BW2021'AS A FENCE CORNER, 25 FEET SOUTHWEST OF A FENCE, 6 FEET SOUTHEAST OF A
 BW2021'40 INCH TRIPLE OAK, 68 FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET
 BW2021'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW2021'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW2021'4 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO EAST ON
 BW2021'U.S.HIGHWAY 98 FOR 6.7 MILES TO AN ANGLING SIDE ROAD LEFT. CONTINUE
 BW2021'NORTHEAST ON U.S. HIGHWAY 98 FOR 0.4 MILE TO A TRACK ROAD AND THE MARK
 BW2021'ON THE LEFT (0.25 MILE SOUTHWEST OF A CROSSROADS).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2020 ***********************************************************************
 BW2020  DESIGNATION -  98 V 98 MSHD
 BW2020  PID         -  BW2020
 BW2020  STATE/COUNTY-  MS/WALTHALL
 BW2020  USGS QUAD   -  KOKOMO (1970)
 BW2020
 BW2020                         *CURRENT SURVEY CONTROL
 BW2020  ___________________________________________________________________
 BW2020* NAD 83(1986)-  31 10 46.     (N)    090 02 09.     (W)     SCALED    
 BW2020* NAVD 88     -       103.29   (+/-2cm)     338.9    (feet)  VERTCON   
 BW2020  ___________________________________________________________________
 BW2020  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW2020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2020
 BW2020.The horizontal coordinates were scaled from a topographic map and have
 BW2020.an estimated accuracy of +/- 6 seconds.
 BW2020
 BW2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2020.The vertical order pertains to the NGVD 29 superseded value.
 BW2020
 BW2020.The geoid height was determined by GEOID03.
 BW2020
 BW2020;                    North         East    Units  Estimated Accuracy
 BW2020;SPC MS W     -   186,210.      728,360.      MT  (+/- 180 meters Scaled)
 BW2020
 BW2020                          SUPERSEDED SURVEY CONTROL
 BW2020
 BW2020  NGVD 29 (??/??/92)  103.321  (m)          338.98   (f) ADJ UNCH    2 0
 BW2020
 BW2020.Superseded values are not recommended for survey control.
 BW2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2020.See file dsdata.txt to determine how the superseded data were derived.
 BW2020
 BW2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ825532(NAD 83)
 BW2020_MARKER: DD = SURVEY DISK
 BW2020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW2020_SP_SET: ABUTMENT
 BW2020_STAMPING: BM 98V-98 1968
 BW2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2020
 BW2020  HISTORY     - Date     Condition        Report By
 BW2020  HISTORY     - 1968     MONUMENTED       MSHD
 BW2020
 BW2020                          STATION DESCRIPTION
 BW2020
 BW2020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2020'7.6 MI NE FROM TYLERTOWN.
 BW2020'THE MARK IS LOCATED 7.6 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2020'TYLERTOWN IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 BW2020'IN THE SOUTHWEST 1/4 OF SECTION 31, T 3N, R 12E.  IT IS 15 FEET SOUTH
 BW2020'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 98, 1.1 FEET NORTH OF THE
 BW2020'SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE, 2 FEET WEST OF A
 BW2020'METAL WITNESS POST, SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST
 BW2020'ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY. TO
 BW2020'REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO EAST ON U.S. HIGHWAY
 BW2020'98 FOR 7.4 MILES TO A CROSSROADS.  CONTINUE NORTHEAST ON U.S. HIGHWAY
 BW2020'98 FOR 0.5 MILE TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2008 ***********************************************************************
 BW2008  DESIGNATION -  98 V 99 MSHD
 BW2008  PID         -  BW2008
 BW2008  STATE/COUNTY-  MS/WALTHALL
 BW2008  USGS QUAD   -  KOKOMO (1970)
 BW2008
 BW2008                         *CURRENT SURVEY CONTROL
 BW2008  ___________________________________________________________________
 BW2008* NAD 83(1986)-  31 11 01.     (N)    090 01 34.     (W)     SCALED    
 BW2008* NAVD 88     -       113.52   (+/-2cm)     372.4    (feet)  VERTCON   
 BW2008  ___________________________________________________________________
 BW2008  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW2008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2008
 BW2008.The horizontal coordinates were scaled from a topographic map and have
 BW2008.an estimated accuracy of +/- 6 seconds.
 BW2008
 BW2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2008.The vertical order pertains to the NGVD 29 superseded value.
 BW2008
 BW2008.The geoid height was determined by GEOID03.
 BW2008
 BW2008;                    North         East    Units  Estimated Accuracy
 BW2008;SPC MS W     -   186,670.      729,280.      MT  (+/- 180 meters Scaled)
 BW2008
 BW2008                          SUPERSEDED SURVEY CONTROL
 BW2008
 BW2008  NGVD 29 (??/??/92)  113.553  (m)          372.55   (f) ADJ UNCH    2 0
 BW2008
 BW2008.Superseded values are not recommended for survey control.
 BW2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2008.See file dsdata.txt to determine how the superseded data were derived.
 BW2008
 BW2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ834537(NAD 83)
 BW2008_MARKER: DD = SURVEY DISK
 BW2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2008_STAMPING: BM 98V-99 1968
 BW2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2008+STABILITY: SURFACE MOTION
 BW2008
 BW2008  HISTORY     - Date     Condition        Report By
 BW2008  HISTORY     - 1968     MONUMENTED       MSHD
 BW2008
 BW2008                          STATION DESCRIPTION
 BW2008
 BW2008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW2008'8.2 MI NE FROM TYLERTOWN.
 BW2008'THE MARK IS LOCATED 8.2 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW2008'TYLERTOWN, 9.9 MILES SOUTHWEST OF FOXWORTH, 0.3 MILE EAST OF THE
 BW2008'WALTHALL-MARION COUNTY LINE ON THE NORTH SIDE OF U.S. HIGHWAY 98 IN
 BW2008'THE NORTHEAST 1/4 OF SECTION 31, T 3N, R 12E.  IT IS 100 FEET NORTH OF
 BW2008'THE CENTER OF U.S. HIGHWAY 98, 57 FEET NORTHWEST OF A RIGHT-OF-WAY
 BW2008'MARKER, 46 FEET NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST
 BW2008'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE
 BW2008'LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. TO REACH FROM THE U.S.
 BW2008'POST OFFICE IN TYLERTOWN GO EAST ON U.S. HIGHWAY 98 FOR 8.5 MILES TO A
 BW2008'CROSSROADS. CONTINUE EAST ON U.S. HIGHWAY 98 FOR 0.1 MILE TO THE MARK
 BW2008'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0771 ***********************************************************************
 BW0771  DESIGNATION -  A
 BW0771  PID         -  BW0771
 BW0771  STATE/COUNTY-  MS/ADAMS
 BW0771  USGS QUAD   -  NATCHEZ (1976)
 BW0771
 BW0771                         *CURRENT SURVEY CONTROL
 BW0771  ___________________________________________________________________
 BW0771* NAD 83(1986)-  31 33 37.     (N)    091 24 37.     (W)     SCALED    
 BW0771* NAVD 88     -        27.81   (+/-2cm)      91.2    (feet)  VERTCON   
 BW0771  ___________________________________________________________________
 BW0771  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0771  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0771
 BW0771.The horizontal coordinates were scaled from a topographic map and have
 BW0771.an estimated accuracy of +/- 6 seconds.
 BW0771
 BW0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0771.The vertical order pertains to the NGVD 29 superseded value.
 BW0771
 BW0771.The geoid height was determined by GEOID03.
 BW0771
 BW0771;                    North         East    Units  Estimated Accuracy
 BW0771;SPC MS W     -   228,900.      597,760.      MT  (+/- 180 meters Scaled)
 BW0771
 BW0771                          SUPERSEDED SURVEY CONTROL
 BW0771
 BW0771  NGVD 29 (??/??/92)   27.808  (m)           91.23   (f) ADJ UNCH    1 2
 BW0771
 BW0771.Superseded values are not recommended for survey control.
 BW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0771.See file dsdata.txt to determine how the superseded data were derived.
 BW0771
 BW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ508927(NAD 83)
 BW0771_MARKER: N = NAIL
 BW0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0771_SP_SET: BUILDING
 BW0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0771
 BW0771  HISTORY     - Date     Condition        Report By
 BW0771  HISTORY     - UNK      MONUMENTED       USE
 BW0771  HISTORY     - 1938     GOOD             NGS
 BW0771  HISTORY     - 1987     GOOD             LOCSUR
 BW0771
 BW0771                          STATION DESCRIPTION
 BW0771
 BW0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0771'IN NATCHEZ.
 BW0771'AT NATCHEZ, ADAMS COUNTY, UNDER THE HILL, ON THE EAST SIDE OF THE
 BW0771'STREET AND ELECTRIC RAILWAY TRACK LEADING UP THE HILL FROM THE FERRY,
 BW0771'AT THE JOHN CONTI BUILDING (NOW THE MASON BOARDING HOUSE), IN THE
 BW0771'THIRD MORTAR COURSE ABOVE THE FLOOR OF THE GALLERY, 4-1/2 FEET LEFT OF
 BW0771'THE CENTER OF THE CENTER DOOR OF THE BUILDING, AND FLUSH WITH THE
 BW0771'WALL.  THE TOP OF THE HEAD OF A LARGE NAIL.
 BW0771
 BW0771                          STATION RECOVERY (1987)
 BW0771
 BW0771'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (JL)
 BW0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0512 ***********************************************************************
 EH0512  DESIGNATION -  A
 EH0512  PID         -  EH0512
 EH0512  STATE/COUNTY-  MS/COAHOMA
 EH0512  USGS QUAD   -  FRIARS POINT (1964)
 EH0512
 EH0512                         *CURRENT SURVEY CONTROL
 EH0512  ___________________________________________________________________
 EH0512* NAD 83(1986)-  34 21 56.     (N)    090 37 53.     (W)     SCALED    
 EH0512* NAVD 88     -        54.055  (meters)     177.35   (feet)  ADJUSTED  
 EH0512  ___________________________________________________________________
 EH0512  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0512  DYNAMIC HT  -          54.002 (meters)     177.17  (feet)  COMP
 EH0512  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 EH0512
 EH0512  VERT ORDER  -  FIRST     CLASS II
 EH0512
 EH0512.The horizontal coordinates were scaled from a topographic map and have
 EH0512.an estimated accuracy of +/- 6 seconds.
 EH0512
 EH0512.The orthometric height was determined by differential leveling
 EH0512.and adjusted in June 1991.
 EH0512
 EH0512.The geoid height was determined by GEOID03.
 EH0512
 EH0512.The dynamic height is computed by dividing the NAVD 88
 EH0512.geopotential number by the normal gravity value computed on the
 EH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0512.degrees latitude (g = 980.6199 gals.).
 EH0512
 EH0512.The modeled gravity was interpolated from observed gravity values.
 EH0512
 EH0512;                    North         East    Units  Estimated Accuracy
 EH0512;SPC MS W     -   539,540.      672,580.      MT  (+/- 180 meters Scaled)
 EH0512
 EH0512                          SUPERSEDED SURVEY CONTROL
 EH0512
 EH0512  NGVD 29 (??/??/??)   54.110  (m)          177.53   (f) ADJUSTED    1 2
 EH0512
 EH0512.Superseded values are not recommended for survey control.
 EH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0512.See file dsdata.txt to determine how the superseded data were derived.
 EH0512
 EH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU178052(NAD 83)
 EH0512_MARKER: DB = BENCH MARK DISK
 EH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0512+STABILITY: SURFACE MOTION
 EH0512
 EH0512  HISTORY     - Date     Condition        Report By
 EH0512  HISTORY     - 1933     MONUMENTED       CGS
 EH0512  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0512
 EH0512                          STATION DESCRIPTION
 EH0512
 EH0512'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0512'IN FRIARS POINT.
 EH0512'THE RAILROAD TRACK MENTIONED IN THE PREVIOUS DESCRIPTION NO LONGER
 EH0512'EXISTS.  THE RAILS HAVE BEEN TAKEN UP AND THE STATION BUILDING HAS
 EH0512'BEEN MOVED TO ANOTHER LOCATION.  THE MARK IS LOCATED AT FRIARS POINT,
 EH0512'ALONG THE ILLINOIS CENTRAL RAILROAD, 286 FEET SE OF THE SOUTH CORNER
 EH0512'OF FRAME RAILROAD STATION BUILDING, 27.8 FEET NW OF NW RAIL OF MAIN
 EH0512'TRACK, 13.3 FEET SE OF SE RAIL OF A SIDE TRACK, 53 FEET NE OF A
 EH0512'TELEPHONE POLE, 30 FEET EAST AND ACROSS SPUR TRACK FROM A POWER POLE
 EH0512'WITH A GUY WIRE AND AT A TURN IN POWER LINE WITH TANGENTS EXTENDING NW
 EH0512'AND SOUTH, ABOUT LEVEL WITH SPUR TRACK AND SET IN THE TOP OF A
 EH0512'CONCRETE POST ABOUT FLUSH WITH GROUND.  THE POST IS PARTLY BROKEN OFF
 EH0512'AND IS BEING RUN OVER BY HEAVY TRUCKS LOADING AND UNLOADING LOGS ONTO
 EH0512'SIDE TRACK.  MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7175 ***********************************************************************
 AI7175  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7175  DESIGNATION -  A 1
 AI7175  PID         -  AI7175
 AI7175  STATE/COUNTY-  MS/HANCOCK
 AI7175  USGS QUAD   -  LOGTOWN (1993)
 AI7175
 AI7175                         *CURRENT SURVEY CONTROL
 AI7175  ___________________________________________________________________
 AI7175* NAD 83(2007)-  30 21 48.74340(N)    089 35 35.14789(W)     ADJUSTED  
 AI7175* NAVD 88     -         7.70   (meters)      25.3    (feet)  GPS OBS   
 AI7175  ___________________________________________________________________
 AI7175  EPOCH DATE  -        2002.00
 AI7175  X           -      39,116.255 (meters)                     COMP
 AI7175  Y           -  -5,507,840.102 (meters)                     COMP
 AI7175  Z           -   3,205,200.867 (meters)                     COMP
 AI7175  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AI7175  ELLIP HEIGHT-         -19.532 (meters)          (02/10/07) ADJUSTED
 AI7175  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AI7175
 AI7175  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7175  Type    PID    Designation                      North   East  Ellip
 AI7175  -------------------------------------------------------------------
 AI7175  NETWORK AI7175 A 1                               0.27   0.22   0.57
 AI7175  -------------------------------------------------------------------
 AI7175
 AI7175.The horizontal coordinates were established by GPS observations
 AI7175.and adjusted by the National Geodetic Survey in February 2007.
 AI7175
 AI7175.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7175.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7175.The horizontal coordinates are valid at the epoch date displayed above.
 AI7175.The epoch date for horizontal control is a decimal equivalence
 AI7175.of Year/Month/Day.
 AI7175
 AI7175.The orthometric height was determined by GPS observations and a
 AI7175.high-resolution geoid model.
 AI7175.The orthometric height was determined by GPS observations and a
 AI7175.high-resolution geoid model using precise GPS observation and
 AI7175.processing techniques.
 AI7175
 AI7175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7175
 AI7175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7175
 AI7175.The ellipsoidal height was determined by GPS observations
 AI7175.and is referenced to NAD 83.
 AI7175
 AI7175.The geoid height was determined by GEOID03.
 AI7175
 AI7175;                    North         East     Units Scale Factor Converg.
 AI7175;SPC MS E     -    95,964.515   226,964.528   MT  1.00001578   -0 23 02.6
 AI7175;SPC MS E     -   314,843.58    744,632.79   sFT  1.00001578   -0 23 02.6
 AI7175;UTM  16      - 3,361,921.628   250,776.521   MT  1.00036633   -1 18 41.2
 AI7175
 AI7175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7175!SPC MS E     -   1.00000307  x   1.00001578  =   1.00001885
 AI7175!UTM  16      -   1.00000307  x   1.00036633  =   1.00036940
 AI7175
 AI7175                          SUPERSEDED SURVEY CONTROL
 AI7175
 AI7175  ELLIP H (03/26/02)  -19.528  (m)                       GP(       ) 4 2
 AI7175  NAD 83(1993)-  30 21 48.74339(N)    089 35 35.14819(W) AD(       ) A
 AI7175  ELLIP H (08/18/00)  -19.534  (m)                       GP(       ) 4 1
 AI7175
 AI7175.Superseded values are not recommended for survey control.
 AI7175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7175.See file dsdata.txt to determine how the superseded data were derived.
 AI7175
 AI7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5077761922(NAD 83)
 AI7175_MARKER: I = METAL ROD
 AI7175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7175_STAMPING: A-1 2000
 AI7175_MARK LOGO: NGS   
 AI7175_PROJECTION: FLUSH
 AI7175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7175+STABILITY: POSITION/ELEVATION WELL
 AI7175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7175+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7175_ROD/PIPE-DEPTH: 24.5 meters
 AI7175_SLEEVE-DEPTH  : 0.90 meters
 AI7175
 AI7175  HISTORY     - Date     Condition        Report By
 AI7175  HISTORY     - 2000     MONUMENTED       NGS
 AI7175
 AI7175                          STATION DESCRIPTION
 AI7175
 AI7175'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7175'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7175'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7175'STENNIS SPACE CENTER, IN GRASS BETWEEN ROAD 6 AND A PIPELINE, SOUTH OF
 AI7175'AND ACROSS THE ROAD FROM THE PARKING LOT FOR TEST STAND A 1 AND
 AI7175'BUILDING 4120, AND IN LINE WITH THE EAST EDGE OF THE PARKING LOT.
 AI7175'OWNERSHIP--JOHN C.  STENNIS SPACE CENTER.  CONTACT MR.  RICHARD B.
 AI7175'SELLERS, COMMERCIAL REMOTE SENSING PROGRAM, LOCKHEED MARTIN STENNIS
 AI7175'OPERATIONS BUILDING 1210, STENNIS SPACE CENTER, MS 39529, FOR
 AI7175'PERMISSION TO OCCUPY THIS STATION AND TO OBTAIN THE REQUIRED BADGES.
 AI7175'PHONE 228-688-1969.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AI7175'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 607 (TRENT LOTT PARKWAY) AT
 AI7175'EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR 3.38 KM (2.10 MI) TO A GUARD
 AI7175'BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607 FOR 3.3 KM (2.05 MI) TO A
 AI7175'PAVED ROAD RIGHT.  TURN RIGHT, EAST, THEN SOUTHEAST, ON SATURN DRIVE
 AI7175'FOR 4.03 KM (2.50 MI) TO A PAVED ROAD RIGHT (ROAD 5) .  TURN RIGHT,
 AI7175'SOUTH, ON ROAD 5 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF ROAD 6 ON
 AI7175'THE RIGHT.  TURN RIGHT, WEST, ON ROAD 6 FOR 0.45 KM (0.25 MI) TO THE
 AI7175'STATION ON THE LEFT.  THE STATION IS A DRILL HOLE TOP CENTER OF A
 AI7175'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.90 CM LONG
 AI7175'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AI7175'SET FLUSH WITH THE GROUND.  IT IS 50.5 M (165.7 FT) EAST-SOUTHEAST OF
 AI7175'THE SOUTHEAST 1 OF 6, 1 M (3.3 FT) TALL STEEL POSTS, 49.8 M (163.4 FT)
 AI7175'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 46.1 M
 AI7175'(151.2 FT) NORTH-NORTHEAST OF THE TOP CENTER OF AN EAST-WEST PORTION
 AI7175'OF A LARGE PIPELINE, 27.9 M (91.5 FT) SOUTH-SOUTHWEST OF THE ROAD
 AI7175'CENTER, 24.3 M (79.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 AI7175'ELECTRICAL VAULT, AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS
 AI7175'POST.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 24.5 M.
 AI7175'(80.4 FT) NOTE--THE DRILL HOLE IS APPROXIMATELY 1 MM IN DIAMETER AND 2
 AI7175'MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0345 ***********************************************************************
 BW0345  DESIGNATION -  A 10
 BW0345  PID         -  BW0345
 BW0345  STATE/COUNTY-  MS/PIKE
 BW0345  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0345
 BW0345                         *CURRENT SURVEY CONTROL
 BW0345  ___________________________________________________________________
 BW0345* NAD 83(1986)-  31 11 34.     (N)    090 23 29.     (W)     SCALED    
 BW0345* NAVD 88     -       114.38   (+/-2cm)     375.3    (feet)  VERTCON   
 BW0345  ___________________________________________________________________
 BW0345  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW0345  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0345
 BW0345.The horizontal coordinates were scaled from a topographic map and have
 BW0345.an estimated accuracy of +/- 6 seconds.
 BW0345
 BW0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0345.The vertical order pertains to the NGVD 29 superseded value.
 BW0345
 BW0345.The geoid height was determined by GEOID03.
 BW0345
 BW0345;                    North         East    Units  Estimated Accuracy
 BW0345;SPC MS W     -   187,650.      694,470.      MT  (+/- 180 meters Scaled)
 BW0345
 BW0345                          SUPERSEDED SURVEY CONTROL
 BW0345
 BW0345  NGVD 29 (??/??/??)  114.396  (m)          375.31   (f) ADJUSTED    1 2
 BW0345
 BW0345.Superseded values are not recommended for survey control.
 BW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0345.See file dsdata.txt to determine how the superseded data were derived.
 BW0345
 BW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ485538(NAD 83)
 BW0345_MARKER: DB = BENCH MARK DISK
 BW0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0345_STAMPING: 375.390 A 10 1934
 BW0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0345+STABILITY: SURFACE MOTION
 BW0345
 BW0345  HISTORY     - Date     Condition        Report By
 BW0345  HISTORY     - 1934     MONUMENTED       CGS
 BW0345  HISTORY     - 1968     GOOD             MSHD
 BW0345
 BW0345                          STATION DESCRIPTION
 BW0345
 BW0345'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0345'5.2 MI SE FROM MCCOMB.
 BW0345'THE MARK IS LOCATED 5.2 MILES SE OF THE APPROXIMATE CENTER OF MCCOMB
 BW0345'IN THE NW ANGLE OF THE CROSSING OF A GRAVELED ROAD WITH THE FERNWOOD,
 BW0345'COLUMBIA AND GULF RAILROAD TRACK IN THE SW 1/4 OF SECTION 27, T 3N, R
 BW0345'8E.  IT IS 33 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 21 FEET
 BW0345'NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTER OF A GRAVELED
 BW0345'ROAD, 5.5 FEET WEST OF A T FENCE CORNER, 59 FEET NW OF TELEPHONE LINE
 BW0345'POLE NO. 153, 28 FEET SW OF A RAILROAD STOP SIGN, 1 FOOT SOUTH OF A
 BW0345'FENCE, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH
 BW0345'SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS
 BW0345'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0345'MCCOMB GO SE ON DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF
 BW0345'U.S. HIGHWAY 51 (FIVE WAY INTERSECTION).  TURN RIGHT (SE) AND CONTINUE
 BW0345'ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO THE INTERSECTION OF U.S.
 BW0345'HIGHWAY 98.  TURN LEFT (NE) AND CONTINUE ON U.S. HIGHWAY 98 FOR 4.45
 BW0345'MILES TO A CROSSROADS.  TURN RIGHT (SOUTH) AND CONTINUE ON AN ALL
 BW0345'WEATHER ROAD FOR 0.9 MILE TO ANOTHER CROSSROADS. CONTINUE SOUTH ON AN
 BW0345'ALL WEATHER ROAD FOR 0.35 MILE TO A RAILROAD CROSSING AND THE MARK ON
 BW0345'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0730 ***********************************************************************
 CO0730  DESIGNATION -  A 100
 CO0730  PID         -  CO0730
 CO0730  STATE/COUNTY-  MS/NESHOBA
 CO0730  USGS QUAD   -  MC DONALD (1982)
 CO0730
 CO0730                         *CURRENT SURVEY CONTROL
 CO0730  ___________________________________________________________________
 CO0730* NAD 83(1986)-  32 44 47.     (N)    089 07 32.     (W)     SCALED    
 CO0730* NAVD 88     -       124.988  (meters)     410.06   (feet)  ADJUSTED  
 CO0730  ___________________________________________________________________
 CO0730  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CO0730  DYNAMIC HT  -         124.845 (meters)     409.60  (feet)  COMP
 CO0730  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CO0730
 CO0730  VERT ORDER  -  SECOND    CLASS 0
 CO0730
 CO0730.The horizontal coordinates were scaled from a topographic map and have
 CO0730.an estimated accuracy of +/- 6 seconds.
 CO0730
 CO0730.The orthometric height was determined by differential leveling
 CO0730.and adjusted in June 1991.
 CO0730
 CO0730.The geoid height was determined by GEOID03.
 CO0730
 CO0730.The dynamic height is computed by dividing the NAVD 88
 CO0730.geopotential number by the normal gravity value computed on the
 CO0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0730.degrees latitude (g = 980.6199 gals.).
 CO0730
 CO0730.The modeled gravity was interpolated from observed gravity values.
 CO0730
 CO0730;                    North         East    Units  Estimated Accuracy
 CO0730;SPC MS E     -   359,950.      272,610.      MT  (+/- 180 meters Scaled)
 CO0730
 CO0730                          SUPERSEDED SURVEY CONTROL
 CO0730
 CO0730  NGVD 29 (??/??/92)  124.995  (m)          410.09   (f) ADJ UNCH    2 0
 CO0730
 CO0730.Superseded values are not recommended for survey control.
 CO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0730.See file dsdata.txt to determine how the superseded data were derived.
 CO0730
 CO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB008251(NAD 83)
 CO0730_MARKER: DB = BENCH MARK DISK
 CO0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0730_STAMPING: A 100 1935
 CO0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0730+STABILITY: SURFACE MOTION
 CO0730
 CO0730  HISTORY     - Date     Condition        Report By
 CO0730  HISTORY     - 1935     MONUMENTED       CGS
 CO0730  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0730  HISTORY     - 1971     MARK NOT FOUND   USGS
 CO0730
 CO0730                          STATION DESCRIPTION
 CO0730
 CO0730'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0730'IN DEEMER.
 CO0730'AT DEEMER, NESHOBA COUNTY, ON THE GULF, MOBILE, AND OHIO RAILROAD, 60
 CO0730'FEET SOUTH OF THE SOUTH SIDE OF THE STATION, 12 FEET SOUTH OF THE
 CO0730'THIRTEENTH POLE SOUTH OF MILEPOST 194, AND 40 FEET EAST OF THE
 CO0730'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED A 100 1935 AND
 CO0730'SET IN THE TOP OF A CONCRETE POST.
 CO0730
 CO0730                          STATION RECOVERY (1971)
 CO0730
 CO0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CO0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0658 ***********************************************************************
 CO0658  DESIGNATION -  A 101
 CO0658  PID         -  CO0658
 CO0658  STATE/COUNTY-  MS/KEMPER
 CO0658  USGS QUAD   -  LYNVILLE (1982)
 CO0658
 CO0658                         *CURRENT SURVEY CONTROL
 CO0658  ___________________________________________________________________
 CO0658* NAD 83(1986)-  32 45 04.     (N)    088 51 29.     (W)     SCALED    
 CO0658* NAVD 88     -       155.507  (meters)     510.19   (feet)  ADJUSTED  
 CO0658  ___________________________________________________________________
 CO0658  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CO0658  DYNAMIC HT  -         155.327 (meters)     509.60  (feet)  COMP
 CO0658  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CO0658
 CO0658  VERT ORDER  -  SECOND    CLASS 0
 CO0658
 CO0658.The horizontal coordinates were scaled from a topographic map and have
 CO0658.an estimated accuracy of +/- 6 seconds.
 CO0658
 CO0658.The orthometric height was determined by differential leveling
 CO0658.and adjusted in June 1991.
 CO0658
 CO0658.The geoid height was determined by GEOID03.
 CO0658
 CO0658.The dynamic height is computed by dividing the NAVD 88
 CO0658.geopotential number by the normal gravity value computed on the
 CO0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0658.degrees latitude (g = 980.6199 gals.).
 CO0658
 CO0658.The modeled gravity was interpolated from observed gravity values.
 CO0658
 CO0658;                    North         East    Units  Estimated Accuracy
 CO0658;SPC MS E     -   360,440.      297,680.      MT  (+/- 180 meters Scaled)
 CO0658
 CO0658                          SUPERSEDED SURVEY CONTROL
 CO0658
 CO0658  NGVD 29 (??/??/92)  155.488  (m)          510.13   (f) ADJ UNCH    2 0
 CO0658
 CO0658.Superseded values are not recommended for survey control.
 CO0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0658.See file dsdata.txt to determine how the superseded data were derived.
 CO0658
 CO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB259252(NAD 83)
 CO0658_MARKER: DB = BENCH MARK DISK
 CO0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0658_STAMPING: A 101 1935
 CO0658_MARK LOGO: CGS   
 CO0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0658+STABILITY: SURFACE MOTION
 CO0658
 CO0658  HISTORY     - Date     Condition        Report By
 CO0658  HISTORY     - 1935     MONUMENTED       CGS
 CO0658  HISTORY     - 1963     MARK NOT FOUND   MSHD
 CO0658  HISTORY     - 20000303 MARK NOT FOUND   MSHD
 CO0658
 CO0658                          STATION DESCRIPTION
 CO0658
 CO0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0658'13.0 MI W FROM DE KALB.
 CO0658'ABOUT 13.0 MILES WEST ALONG THE PHILADELPHIA-DE KALB ROAD FROM THE
 CO0658'COURTHOUSE AT DE KALB, KEMPER COUNTY, ABOUT 0.1 MILE EAST OF A DIP IN
 CO0658'THE ROAD, AND 42 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CO0658'DISK, STAMPED A 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CO0658
 CO0658                          STATION RECOVERY (1963)
 CO0658
 CO0658'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CO0658'MARK NOT FOUND.
 CO0658
 CO0658                          STATION RECOVERY (2000)
 CO0658
 CO0658'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CO0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1279 ***********************************************************************
 DJ1279  DESIGNATION -  A 102
 DJ1279  PID         -  DJ1279
 DJ1279  STATE/COUNTY-  MS/WINSTON
 DJ1279  USGS QUAD   -  LOUISVILLE NORTH (1982)
 DJ1279
 DJ1279                         *CURRENT SURVEY CONTROL
 DJ1279  ___________________________________________________________________
 DJ1279* NAD 83(1986)-  33 07 32.     (N)    089 03 09.     (W)     SCALED    
 DJ1279* NAVD 88     -       173.327  (meters)     568.66   (feet)  ADJUSTED  
 DJ1279  ___________________________________________________________________
 DJ1279  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DJ1279  DYNAMIC HT  -         173.132 (meters)     568.02  (feet)  COMP
 DJ1279  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 DJ1279
 DJ1279  VERT ORDER  -  SECOND    CLASS 0
 DJ1279
 DJ1279.The horizontal coordinates were scaled from a topographic map and have
 DJ1279.an estimated accuracy of +/- 6 seconds.
 DJ1279
 DJ1279.The orthometric height was determined by differential leveling
 DJ1279.and adjusted in June 1991.
 DJ1279
 DJ1279.The geoid height was determined by GEOID03.
 DJ1279
 DJ1279.The dynamic height is computed by dividing the NAVD 88
 DJ1279.geopotential number by the normal gravity value computed on the
 DJ1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1279.degrees latitude (g = 980.6199 gals.).
 DJ1279
 DJ1279.The modeled gravity was interpolated from observed gravity values.
 DJ1279
 DJ1279;                    North         East    Units  Estimated Accuracy
 DJ1279;SPC MS E     -   401,990.      279,550.      MT  (+/- 180 meters Scaled)
 DJ1279
 DJ1279                          SUPERSEDED SURVEY CONTROL
 DJ1279
 DJ1279  NGVD 29 (??/??/92)  173.304  (m)          568.58   (f) ADJ UNCH    2 0
 DJ1279
 DJ1279.Superseded values are not recommended for survey control.
 DJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1279.See file dsdata.txt to determine how the superseded data were derived.
 DJ1279
 DJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB085670(NAD 83)
 DJ1279_MARKER: DB = BENCH MARK DISK
 DJ1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1279_SP_SET: STEP
 DJ1279_STAMPING: A 102 1935
 DJ1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1279+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 DJ1279
 DJ1279  HISTORY     - Date     Condition        Report By
 DJ1279  HISTORY     - 1935     MONUMENTED       CGS
 DJ1279  HISTORY     - 1976     GOOD             MSHD
 DJ1279  HISTORY     - 20070923 GOOD             GEOCAC
 DJ1279
 DJ1279                          STATION DESCRIPTION
 DJ1279
 DJ1279'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DJ1279'IN LOUISVILLE.
 DJ1279'THE MARK IS LOCATED 0.2 MILE NORTH ALONG COLUMBUS AVENUE FROM THE POST
 DJ1279'OFFICE IN LOUISVILLE AT TOP OF THE LANDING AT THE ENTRANCE TO THE
 DJ1279'LOUISVILLE HIGH SCHOOL IN THE SOUTHWEST 1/4 OF SECTION 27, T 15N, R
 DJ1279'12E.  IT IS 133 FEET SOUTH OF THE CENTER OF COLLEGE STREET, 100 FEET
 DJ1279'EAST-SOUTHEAST OF THE CENTER OF COLUMBUS AVENUE 54.5 FEET NORTHEAST OF
 DJ1279'THE FLAG POLE, 12.7 FEET SOUTH OF THE CENTER OF THE ENTRANCE SET IN A
 DJ1279'DRILL HOLE IN THE SOUTH END OF THE TOP STEP AT THE NORTHWEST ENTRANCE
 DJ1279'TO THE LOUISVILLE HIGH SCHOOL AND IS ABOUT 1 FOOT ABOVE THE GROUND.
 DJ1279
 DJ1279                          STATION RECOVERY (2007)
 DJ1279
 DJ1279'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1279'RECOVERED IN GOOD CONDITION. COORDINATES ARE 33 07.553N, -089 03.147W.
 DJ1279'THIS BUILDING IS NOW CALLED THE LOUISVILLE ELEMENTARY SCHOOL, AND THE
 DJ1279'HIGH SCHOOL IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0817 ***********************************************************************
 CO0817  DESIGNATION -  A 103
 CO0817  PID         -  CO0817
 CO0817  STATE/COUNTY-  MS/JASPER
 CO0817  USGS QUAD   -  MONTROSE NORTH (1982)
 CO0817
 CO0817                         *CURRENT SURVEY CONTROL
 CO0817  ___________________________________________________________________
 CO0817* NAD 83(1986)-  32 07 46.     (N)    089 14 31.     (W)     SCALED    
 CO0817* NAVD 88     -       124.09   (+/-2cm)     407.1    (feet)  VERTCON   
 CO0817  ___________________________________________________________________
 CO0817  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CO0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0817
 CO0817.The horizontal coordinates were scaled from a topographic map and have
 CO0817.an estimated accuracy of +/- 6 seconds.
 CO0817
 CO0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0817.The vertical order pertains to the NGVD 29 superseded value.
 CO0817
 CO0817.The geoid height was determined by GEOID03.
 CO0817
 CO0817;                    North         East    Units  Estimated Accuracy
 CO0817;SPC MS E     -   291,580.      261,450.      MT  (+/- 180 meters Scaled)
 CO0817
 CO0817                          SUPERSEDED SURVEY CONTROL
 CO0817
 CO0817  NGVD 29 (??/??/92)  124.082  (m)          407.09   (f) ADJ UNCH    2 0
 CO0817
 CO0817.Superseded values are not recommended for survey control.
 CO0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0817.See file dsdata.txt to determine how the superseded data were derived.
 CO0817
 CO0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA885569(NAD 83)
 CO0817_MARKER: DB = BENCH MARK DISK
 CO0817_SETTING: 0 = UNSPECIFIED SETTING
 CO0817_STAMPING: A 103 1935
 CO0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0817
 CO0817  HISTORY     - Date     Condition        Report By
 CO0817  HISTORY     - 1935     MONUMENTED       CGS
 CO0817  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CO0817
 CO0817                          STATION DESCRIPTION
 CO0817
 CO0817'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0817'IN MONTROSE.
 CO0817'LOCATED ACROSS FROM THE GULF, MOBILE AND OHIO RAILROAD STATION AT
 CO0817'MONTROSE.  IT IS 150 FEET EAST OF THE CENTER OF THE MAIN STREET, 125
 CO0817'FEET SOUTHEAST OF THE 11TH POLE SOUTH OF MILEPOST 147, 45 FEET NORTH
 CO0817'OF THE NORTH SIDE OF THE STATION AND 25 FEET WEST OF THE WEST RAIL.
 CO0817'NOTE-- STATION IS GONE.  AREA FILLED IN WITH DIRT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0471 ***********************************************************************
 BV0471  DESIGNATION -  A 104
 BV0471  PID         -  BV0471
 BV0471  STATE/COUNTY-  MS/JONES
 BV0471  USGS QUAD   -  LANHAM (1982)
 BV0471
 BV0471                         *CURRENT SURVEY CONTROL
 BV0471  ___________________________________________________________________
 BV0471* NAD 83(1986)-  31 33 26.     (N)    089 05 01.     (W)     SCALED    
 BV0471* NAVD 88     -        58.71   (+/-2cm)     192.6    (feet)  VERTCON   
 BV0471  ___________________________________________________________________
 BV0471  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BV0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0471
 BV0471.The horizontal coordinates were scaled from a topographic map and have
 BV0471.an estimated accuracy of +/- 6 seconds.
 BV0471
 BV0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0471.The vertical order pertains to the NGVD 29 superseded value.
 BV0471
 BV0471.The geoid height was determined by GEOID03.
 BV0471
 BV0471;                    North         East    Units  Estimated Accuracy
 BV0471;SPC MS E     -   228,080.      276,240.      MT  (+/- 180 meters Scaled)
 BV0471
 BV0471                          SUPERSEDED SURVEY CONTROL
 BV0471
 BV0471  NGVD 29 (??/??/92)   58.715  (m)          192.63   (f) ADJ UNCH    2 0
 BV0471
 BV0471.Superseded values are not recommended for survey control.
 BV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0471.See file dsdata.txt to determine how the superseded data were derived.
 BV0471
 BV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV022932(NAD 83)
 BV0471_MARKER: DB = BENCH MARK DISK
 BV0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0471_STAMPING: A 104 1935
 BV0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0471+STABILITY: SURFACE MOTION
 BV0471
 BV0471  HISTORY     - Date     Condition        Report By
 BV0471  HISTORY     - 1935     MONUMENTED       CGS
 BV0471  HISTORY     - 1964     GOOD             MSHD
 BV0471
 BV0471                          STATION DESCRIPTION
 BV0471
 BV0471'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0471'6.9 MI NW FROM OVETT.
 BV0471'TO REACH THE MARK FROM THE CROSSING OF A BLACKTOP ROAD AND THE
 BV0471'RAILROAD IN OVETT GO WEST ON BLACKTOP ROAD FOR 1.2 MILES TO A GRAVEL
 BV0471'ROAD ON THE RIGHT, TURN RIGHT, NORTHWEST AND GO 6.2 MILES TO A GRAVEL
 BV0471'ROAD JUNCTION, THE RAILROAD CROSSING ON THE RIGHT AND THE MARK ON THE
 BV0471'RIGHT, IN THE SOUTHEAST CORNER.  THE MARK IS A DISK SET IN THE TOP OF
 BV0471'A 12-INCH ROUND, CONCRETE POST.  IT IS 2 FEET BELOW THE LEVEL OF THE
 BV0471'TRACK AND PROJECTS 8 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 BV0471'NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0839 ***********************************************************************
 CO0839  DESIGNATION -  A 105
 CO0839  PID         -  CO0839
 CO0839  STATE/COUNTY-  MS/SCOTT
 CO0839  USGS QUAD   -  FOREST (1982)
 CO0839
 CO0839                         *CURRENT SURVEY CONTROL
 CO0839  ___________________________________________________________________
 CO0839* NAD 83(1986)-  32 18 10.     (N)    089 29 07.     (W)     SCALED    
 CO0839* NAVD 88     -       145.61   (+/-2cm)     477.7    (feet)  VERTCON   
 CO0839  ___________________________________________________________________
 CO0839  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CO0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0839
 CO0839.The horizontal coordinates were scaled from a topographic map and have
 CO0839.an estimated accuracy of +/- 6 seconds.
 CO0839
 CO0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0839.The vertical order pertains to the NGVD 29 superseded value.
 CO0839
 CO0839.The geoid height was determined by GEOID03.
 CO0839
 CO0839;                    North         East    Units  Estimated Accuracy
 CO0839;SPC MS E     -   310,910.      238,600.      MT  (+/- 180 meters Scaled)
 CO0839
 CO0839                          SUPERSEDED SURVEY CONTROL
 CO0839
 CO0839  NGVD 29 (??/??/92)  145.607  (m)          477.71   (f) ADJ UNCH    2 0
 CO0839
 CO0839.Superseded values are not recommended for survey control.
 CO0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0839.See file dsdata.txt to determine how the superseded data were derived.
 CO0839
 CO0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA659767(NAD 83)
 CO0839_MARKER: DB = BENCH MARK DISK
 CO0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0839_STAMPING: A 105 1935
 CO0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0839+STABILITY: SURFACE MOTION
 CO0839
 CO0839  HISTORY     - Date     Condition        Report By
 CO0839  HISTORY     - 1935     MONUMENTED       CGS
 CO0839  HISTORY     - 1957     GOOD             NGS
 CO0839  HISTORY     - 1964     GOOD             NGS
 CO0839
 CO0839                          STATION DESCRIPTION
 CO0839
 CO0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CO0839'4.15 MI S FROM FOREST.
 CO0839'LOCATED 4.15 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 CO0839'OF U.S. HIGHWAY 80 AND STATE HIGHWAY 35 IN FOREST, THENCE 0.15 MILE
 CO0839'EAST ON A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ON OLD STATE HIGHWAY 35
 CO0839'TO THE MARK ON THE LEFT, 32 FEET EAST OF THE CENTER OF THE OLD
 CO0839'HIGHWAY, 43 FEET NORTH OF THE NORTHWEST CORNER OF THE FENCE AROUND A
 CO0839'WHITE HOUSE, 83.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CO0839'CHIMNEY OF THE WHITE HOUSE, 22 FEET NORTHWEST OF A 36-INCH OAK TREE,
 CO0839'AND 18 FEET SOUTHWEST OF A WOVEN WIRE FENCE.  IT IS A STANDARD DISK
 CO0839'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL
 CO0839'WITH THE ROAD.
 CO0839
 CO0839                          STATION RECOVERY (1964)
 CO0839
 CO0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0992 ***********************************************************************
 BV0992  DESIGNATION -  A 106
 BV0992  PID         -  BV0992
 BV0992  STATE/COUNTY-  MS/SMITH
 BV0992  USGS QUAD   -  MIZE (1975)
 BV0992
 BV0992                         *CURRENT SURVEY CONTROL
 BV0992  ___________________________________________________________________
 BV0992* NAD 83(1986)-  31 51 45.     (N)    089 32 50.     (W)     SCALED    
 BV0992* NAVD 88     -        86.39   (+/-2cm)     283.4    (feet)  VERTCON   
 BV0992  ___________________________________________________________________
 BV0992  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BV0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0992
 BV0992.The horizontal coordinates were scaled from a topographic map and have
 BV0992.an estimated accuracy of +/- 6 seconds.
 BV0992
 BV0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0992.The vertical order pertains to the NGVD 29 superseded value.
 BV0992
 BV0992.The geoid height was determined by GEOID03.
 BV0992
 BV0992;                    North         East    Units  Estimated Accuracy
 BV0992;SPC MS E     -   262,130.      232,450.      MT  (+/- 180 meters Scaled)
 BV0992
 BV0992                          SUPERSEDED SURVEY CONTROL
 BV0992
 BV0992  NGVD 29 (??/??/92)   86.389  (m)          283.43   (f) ADJ UNCH    2 0
 BV0992
 BV0992.Superseded values are not recommended for survey control.
 BV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0992.See file dsdata.txt to determine how the superseded data were derived.
 BV0992
 BV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA590280(NAD 83)
 BV0992_MARKER: DB = BENCH MARK DISK
 BV0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0992_STAMPING: A 106 1935
 BV0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0992+STABILITY: SURFACE MOTION
 BV0992
 BV0992  HISTORY     - Date     Condition        Report By
 BV0992  HISTORY     - 1935     MONUMENTED       CGS
 BV0992  HISTORY     - 1957     GOOD             NGS
 BV0992
 BV0992                          STATION DESCRIPTION
 BV0992
 BV0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0992'0.5 MI SE FROM MIZE.
 BV0992'LOCATED 0.5 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BV0992'THE STATION AT MIZE, 134 PACES SOUTHEAST OF MILEPOST M 30 (G 122), 116
 BV0992'FEET NORTHWEST OF THE NORTHWEST END OF A 16 FOOT WOODEN BRIDGE OVER A
 BV0992'SMALL CREEK AND 33 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK
 BV0992'AT A POINT 4 RAIL LENGHTS NORTHWEST OF THE WOODEN BRIDGE AND IN A
 BV0992'DENSE THICKET OF UNDER BRUSH AND BRIERS.  IT IS A STANDARD DISK SET IN
 BV0992'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 4 FEET BELOW
 BV0992'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0443 ***********************************************************************
 BV0443  DESIGNATION -  A 107
 BV0443  PID         -  BV0443
 BV0443  STATE/COUNTY-  MS/JASPER
 BV0443  USGS QUAD   -  HEIDELBERG (1982)
 BV0443
 BV0443                         *CURRENT SURVEY CONTROL
 BV0443  ___________________________________________________________________
 BV0443* NAD 83(1986)-  31 53 12.     (N)    088 58 54.     (W)     SCALED    
 BV0443* NAVD 88     -        98.84   (+/-2cm)     324.3    (feet)  VERTCON   
 BV0443  ___________________________________________________________________
 BV0443  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BV0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0443
 BV0443.The horizontal coordinates were scaled from a topographic map and have
 BV0443.an estimated accuracy of +/- 6 seconds.
 BV0443
 BV0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0443.The vertical order pertains to the NGVD 29 superseded value.
 BV0443
 BV0443.The geoid height was determined by GEOID03.
 BV0443
 BV0443;                    North         East    Units  Estimated Accuracy
 BV0443;SPC MS E     -   264,590.      285,970.      MT  (+/- 180 meters Scaled)
 BV0443
 BV0443                          SUPERSEDED SURVEY CONTROL
 BV0443
 BV0443  NGVD 29 (??/??/92)   98.835  (m)          324.26   (f) ADJ UNCH    2 0
 BV0443
 BV0443.Superseded values are not recommended for survey control.
 BV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0443.See file dsdata.txt to determine how the superseded data were derived.
 BV0443
 BV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA125295(NAD 83)
 BV0443_MARKER: DB = BENCH MARK DISK
 BV0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0443_STAMPING: A 107 (1935)
 BV0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0443+STABILITY: SURFACE MOTION
 BV0443
 BV0443  HISTORY     - Date     Condition        Report By
 BV0443  HISTORY     - 1935     MONUMENTED       CGS
 BV0443  HISTORY     - 1966     GOOD             MSHD
 BV0443
 BV0443                          STATION DESCRIPTION
 BV0443
 BV0443'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0443'IN HEIDELBERG.
 BV0443'TO REACH FROM THE U.S. POST OFFICE IN HEIDELBERG GO SOUTH ON OAK
 BV0443'AVENUE FOR APPROXIMATELY 100 FEET TO THE INTERSECTION OF HIGHWAY 528,
 BV0443'TURN LEFT AND GO 0.18 MILES TO THE RAILROAD CROSSING AND THE MARK ON
 BV0443'THE RIGHT AS DESCRIBED.  IT IS 31.5 FEET SOUTH OF THE CENTER OF
 BV0443'HIGHWAY 528, 25 FEET WEST OF THE WEST RAIL AND 21 FEET SOUTHWEST OF
 BV0443'RAILROAD STOP SIGNALS.  STANDARD DISK SET IN THE TOP OF A CONCRETE
 BV0443'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0635 ***********************************************************************
 BV0635  DESIGNATION -  A 108
 BV0635  PID         -  BV0635
 BV0635  STATE/COUNTY-  MS/FORREST
 BV0635  USGS QUAD   -  HATTIESBURG (1982)
 BV0635
 BV0635                         *CURRENT SURVEY CONTROL
 BV0635  ___________________________________________________________________
 BV0635* NAD 83(1986)-  31 19 55.     (N)    089 18 48.     (W)     SCALED    
 BV0635* NAVD 88     -        56.63   (+/-2cm)     185.8    (feet)  VERTCON   
 BV0635  ___________________________________________________________________
 BV0635  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0635
 BV0635.The horizontal coordinates were scaled from a topographic map and have
 BV0635.an estimated accuracy of +/- 6 seconds.
 BV0635
 BV0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0635.The vertical order pertains to the NGVD 29 superseded value.
 BV0635
 BV0635.The geoid height was determined by GEOID03.
 BV0635
 BV0635;                    North         East    Units  Estimated Accuracy
 BV0635;SPC MS E     -   203,180.      254,320.      MT  (+/- 180 meters Scaled)
 BV0635
 BV0635                          SUPERSEDED SURVEY CONTROL
 BV0635
 BV0635  NGVD 29 (??/??/92)   56.644  (m)          185.84   (f) ADJ UNCH    2 0
 BV0635
 BV0635.Superseded values are not recommended for survey control.
 BV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0635.See file dsdata.txt to determine how the superseded data were derived.
 BV0635
 BV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV798687(NAD 83)
 BV0635_MARKER: DB = BENCH MARK DISK
 BV0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0635_STAMPING: A 108 1935 (185.840)
 BV0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0635+STABILITY: SURFACE MOTION
 BV0635
 BV0635  HISTORY     - Date     Condition        Report By
 BV0635  HISTORY     - 1935     MONUMENTED       CGS
 BV0635  HISTORY     - 1956     GOOD             NGS
 BV0635  HISTORY     - 1965     MARK NOT FOUND   NGS
 BV0635  HISTORY     - 1981     GOOD             LOCSUR
 BV0635
 BV0635                          STATION DESCRIPTION
 BV0635
 BV0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0635'1.8 MI NW FROM HATTIESBURG.
 BV0635'LOCATED 1.8 MILES WEST ALONG THE MISSISSIPPI CENTRAL RAILROAD FROM THE
 BV0635'SOUTHERN RAILROAD STATION IN HATTIESBURG, 1 MILE WEST OF U.S. HIGHWAY
 BV0635'49, 2 POLES EAST OF MILEPOST 2, IN THE NORTHEAST ANGLE OF THE
 BV0635'INTERSECTION OF W. 4TH STREET AND OLIVER ST. 27 FEET EAST OF THE
 BV0635'CENTER OF OLIVER STREET, 18 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 BV0635'50 FEET NORTH OF THE CENTER OF W. 4TH STREET, 5 FEET NORTHWEST OF A
 BV0635'POLE, 32 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING AND 45 FEET
 BV0635'WEST OF A POWER POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0635'CONCRETE POST ABOUT LEVEL WITH THE TRAC AND 6 INCHES BELOW THE GROUND.
 BV0635
 BV0635                          STATION RECOVERY (1965)
 BV0635
 BV0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BV0635'MARK NOT FOUND.
 BV0635
 BV0635                          STATION RECOVERY (1981)
 BV0635
 BV0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BV0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0998 ***********************************************************************
 BV0998  DESIGNATION -  A 109
 BV0998  PID         -  BV0998
 BV0998  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV0998  USGS QUAD   -  PRENTISS WEST (1970)
 BV0998
 BV0998                         *CURRENT SURVEY CONTROL
 BV0998  ___________________________________________________________________
 BV0998* NAD 83(1986)-  31 35 58.     (N)    089 55 18.     (W)     SCALED    
 BV0998* NAVD 88     -       120.134  (meters)     394.14   (feet)  ADJUSTED  
 BV0998  ___________________________________________________________________
 BV0998  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BV0998  DYNAMIC HT  -         119.989 (meters)     393.66  (feet)  COMP
 BV0998  MODELED GRAV-     979,436.7   (mgal)                       NAVD 88
 BV0998
 BV0998  VERT ORDER  -  SECOND    CLASS 0
 BV0998
 BV0998.The horizontal coordinates were scaled from a topographic map and have
 BV0998.an estimated accuracy of +/- 6 seconds.
 BV0998
 BV0998.The orthometric height was determined by differential leveling
 BV0998.and adjusted in May 1996.
 BV0998
 BV0998.The geoid height was determined by GEOID03.
 BV0998
 BV0998.The dynamic height is computed by dividing the NAVD 88
 BV0998.geopotential number by the normal gravity value computed on the
 BV0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0998.degrees latitude (g = 980.6199 gals.).
 BV0998
 BV0998.The modeled gravity was interpolated from observed gravity values.
 BV0998
 BV0998;                    North         East    Units  Estimated Accuracy
 BV0998;SPC MS W     -   232,810.      739,070.      MT  (+/- 180 meters Scaled)
 BV0998
 BV0998                          SUPERSEDED SURVEY CONTROL
 BV0998
 BV0998  NGVD 29 (??/??/92)  120.113  (m)          394.07   (f) ADJ UNCH    2 0
 BV0998
 BV0998.Superseded values are not recommended for survey control.
 BV0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0998.See file dsdata.txt to determine how the superseded data were derived.
 BV0998
 BV0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV227997(NAD 83)
 BV0998_MARKER: DB = BENCH MARK DISK
 BV0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0998_STAMPING: A 109 1935 394.067
 BV0998_MARK LOGO: CGS   
 BV0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0998+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1994
 BV0998
 BV0998  HISTORY     - Date     Condition        Report By
 BV0998  HISTORY     - 1935     MONUMENTED       CGS
 BV0998  HISTORY     - 1972     GOOD             MSHD
 BV0998  HISTORY     - 19940204 GOOD             NOS
 BV0998
 BV0998                          STATION DESCRIPTION
 BV0998
 BV0998'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BV0998'3.3 MI W FROM PRENTISS.
 BV0998'THE MARK IS LOCATED 3.3 MILES WEST OF PRENTISS ON THE SOUTH ROW OF THE
 BV0998'ILLINOIS CENTRAL RAILROAD TRACK IN THE SOUTHWEST 1/4 OF SECTION 4, T
 BV0998'7N, R 19W.  IT IS 20.5 FEET SOUTH OF THE SOUTH RAIL, 25.5 FEET
 BV0998'WEST-SOUTHWEST OF A WHISTLE POST, 95.5 FEET NORTHWEST OF THE NORTHWEST
 BV0998'CORNER OF A BRICK HOUSE, 32.5 FEET NORTH OF THE PROJECTED PLANE OF THE
 BV0998'NORTH WALL OF THE BRICK HOUSE, 1 FOOT WEST OF A METAL WITNESS POST SET
 BV0998'IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK
 BV0998'AND PROJECTS 4 INCHES.  TO REACH FROM THE BANK OF PRENTISS IN PRENTISS
 BV0998'GO SOUTHWEST ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.9 MILES TO
 BV0998'THE JUNCTION OF U.S. HIGHWAY 84.  TURN RIGHT AND GO WEST ON U.S.
 BV0998'HIGHWAY 84 FOR 3.1 MILES TO A CROSROAD.  TURN RIGHT AND GO NORTH ON A
 BV0998'GRAVELED ROAD FOR 0.9 MILES TO A BRICK HOUSE AND THE MARK ON THE LEFT.
 BV0998
 BV0998                          STATION RECOVERY (1994)
 BV0998
 BV0998'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 BV0998'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0848 ***********************************************************************
 BV0848  DESIGNATION -  A 11
 BV0848  PID         -  BV0848
 BV0848  STATE/COUNTY-  MS/MARION
 BV0848  USGS QUAD   -  SANDY HOOK NW (1982)
 BV0848
 BV0848                         *CURRENT SURVEY CONTROL
 BV0848  ___________________________________________________________________
 BV0848* NAD 83(1986)-  31 13 25.     (N)    089 52 51.     (W)     SCALED    
 BV0848* NAVD 88     -        54.84   (+/-2cm)     179.9    (feet)  VERTCON   
 BV0848  ___________________________________________________________________
 BV0848  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV0848  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0848
 BV0848.The horizontal coordinates were scaled from a topographic map and have
 BV0848.an estimated accuracy of +/- 6 seconds.
 BV0848
 BV0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0848.The vertical order pertains to the NGVD 29 superseded value.
 BV0848
 BV0848.The geoid height was determined by GEOID03.
 BV0848
 BV0848;                    North         East    Units  Estimated Accuracy
 BV0848;SPC MS W     -   191,160.      743,110.      MT  (+/- 180 meters Scaled)
 BV0848
 BV0848                          SUPERSEDED SURVEY CONTROL
 BV0848
 BV0848  NGVD 29 (??/??/92)   54.874  (m)          180.03   (f) ADJ UNCH    1 2
 BV0848
 BV0848.Superseded values are not recommended for survey control.
 BV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0848.See file dsdata.txt to determine how the superseded data were derived.
 BV0848
 BV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV255579(NAD 83)
 BV0848_MARKER: DB = BENCH MARK DISK
 BV0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0848_STAMPING: 180.032 A 11 1934
 BV0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0848+STABILITY: SURFACE MOTION
 BV0848
 BV0848  HISTORY     - Date     Condition        Report By
 BV0848  HISTORY     - 1934     MONUMENTED       CGS
 BV0848  HISTORY     - 1968     GOOD             MSHD
 BV0848
 BV0848                          STATION DESCRIPTION
 BV0848
 BV0848'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0848'0.9 MI SW FROM FOXWORTH.
 BV0848'THE MARK IS LOCATED 0.9 MILE SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0848'FOXWORTH ON THE NORTH RIGHT-OF-WAY OF THE FERNWOOD, COLUMBIA AND GULD
 BV0848'RAILROAD TRACK, 3.4 MILES SOUTHWEST OF COLUMBIA IN THE SOUTHWEST 1/4
 BV0848'OF SECTION 15, T3N, R 13E.  IT IS 18 FEET NORTH OF THE NORTH RAIL, 27
 BV0848'FEET EAST OF THE CENTER OF A NARROW GRAVELED ROAD, 40 FEET NORTHEAST
 BV0848'OF THE CENTER OF THE CROSSING, 156 FEET NORTH OF THE CENTER OF U.S.
 BV0848'HIGHWAY 98, 108 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER, 96.5 FEET
 BV0848'NORTHEAST OF A TELEPHONE LINE POLE WITH A GUY WIRE, 79 FEET NORTHEAST
 BV0848'OF A RAILROAD STOP SIGN, 2 FEET WEST OF A METAL WITNESS POST, SET IN
 BV0848'THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK
 BV0848'AND PROJECTS 12 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 BV0848'FOXWORTH GO EAST ON MISSISSIPPI HIGHWAY 587 FOR 0.4 MILE TO THE
 BV0848'INTERSECTION OF U.S. HIGHWAY 98.  TURN SHARP RIGHT AND CONTINUE
 BV0848'SOUTHWEST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE FORKS OF U.S. HIGHWAY
 BV0848'98 AND MISSISSIPPI HIGHWAY 35.  TAKE THE RIGHT FORK AND CONTINUE
 BV0848'SOUTHWEST ON U.S. HIGHWAY 98 FOR 0.55 MILE TO A CROSSROADS AND THE
 BV0848'MARK ON THE RIGHT ON THE NORTH RIGHT-OF-WAY OF THE FERNWOOD, COLUMBIA
 BV0848'AND GULF RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0917 ***********************************************************************
 BV0917  DESIGNATION -  A 111
 BV0917  PID         -  BV0917
 BV0917  STATE/COUNTY-  MS/MARION
 BV0917  USGS QUAD   -  PINEBUR (1982)
 BV0917
 BV0917                         *CURRENT SURVEY CONTROL
 BV0917  ___________________________________________________________________
 BV0917* NAD 83(1986)-  31 07 48.     (N)    089 43 37.     (W)     SCALED    
 BV0917* NAVD 88     -        71.69   (+/-2cm)     235.2    (feet)  VERTCON   
 BV0917  ___________________________________________________________________
 BV0917  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BV0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0917
 BV0917.The horizontal coordinates were scaled from a topographic map and have
 BV0917.an estimated accuracy of +/- 6 seconds.
 BV0917
 BV0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0917.The vertical order pertains to the NGVD 29 superseded value.
 BV0917
 BV0917.The geoid height was determined by GEOID03.
 BV0917
 BV0917;                    North         East    Units  Estimated Accuracy
 BV0917;SPC MS W     -   180,850.      757,830.      MT  (+/- 180 meters Scaled)
 BV0917
 BV0917                          SUPERSEDED SURVEY CONTROL
 BV0917
 BV0917  NGVD 29 (??/??/92)   71.727  (m)          235.32   (f) ADJ UNCH    2 0
 BV0917
 BV0917.Superseded values are not recommended for survey control.
 BV0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0917.See file dsdata.txt to determine how the superseded data were derived.
 BV0917
 BV0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV399472(NAD 83)
 BV0917_MARKER: DB = BENCH MARK DISK
 BV0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0917_STAMPING: A 111 1935 235.341
 BV0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0917+STABILITY: SURFACE MOTION
 BV0917
 BV0917  HISTORY     - Date     Condition        Report By
 BV0917  HISTORY     - 1935     MONUMENTED       CGS
 BV0917  HISTORY     - 1969     GOOD             MSHD
 BV0917
 BV0917                          STATION DESCRIPTION
 BV0917
 BV0917'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0917'10.4 MI SE FROM COLUMBIA.
 BV0917'THE MARK IS LOCATED 10.4 MILES SOUTHEAST OF COLUMBIA, 1.8 MILES
 BV0917'SOUTHEAST OF THE COMMUNITY OF HUB, 0.3 MILE SOUTH OF MISSISSIPPI
 BV0917'HIGHWAY 13 AND IS NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 17, T
 BV0917'2N, R 17W.  IT IS 24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 6
 BV0917'FEET NORTH OF A FENCE, 14.5 FEET SOUTHWEST OF A 12 INCH PINE, 75 FEET
 BV0917'SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST,
 BV0917'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BV0917'ROAD AND PROJECTS 6 INCHES.  TO REACH FROM THE MARION COUNTY
 BV0917'COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 0.15 MILE TO THE
 BV0917'INTERSECTION OF H. SCHOOL AVENUE (MISS. HIGHWAYS 35 AND 13).  TURN
 BV0917'RIGHT (SOUTH) AND CONTINUE ON H. SCHOOL AVENUE FOR 0.55 MILE TO THE
 BV0917'JUNCTION OF MISSISSIPPI HIGHWAY 13.  TURN LEFT (SOUTHEAST) AND
 BV0917'CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 0.65 MILE TO THE INTERSECTION
 BV0917'OF U.S. HIGHWAY 98.  CONTINUE SOUTHEAST ON MISSISSIPPI HIGHWAY 13 FOR
 BV0917'8.1 MILES TO A CROSSROADS.  CONTINUE SOUTHEAST ON MISSISSIPPI HIGHWAY
 BV0917'13 FOR 0.6 MILES TO A SIDE ROAD RIGHT JUST PAST A SIDE ROAD LEFT. TURN
 BV0917'RIGHT (SOUTHEAST) AND CONTINUE ON A GRAVELED ROAD FOR 1.05 MILE TO THE
 BV0917'MARK ON THE RIGHT JUST BEFORE REACHING A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0531 ***********************************************************************
 BV0531  DESIGNATION -  A 12
 BV0531  PID         -  BV0531
 BV0531  STATE/COUNTY-  MS/LAMAR
 BV0531  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0531
 BV0531                         *CURRENT SURVEY CONTROL
 BV0531  ___________________________________________________________________
 BV0531* NAD 83(1986)-  31 17 30.     (N)    089 23 57.     (W)     SCALED    
 BV0531* NAVD 88     -       125.07   (+/-2cm)     410.3    (feet)  VERTCON   
 BV0531  ___________________________________________________________________
 BV0531  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BV0531  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0531
 BV0531.The horizontal coordinates were scaled from a topographic map and have
 BV0531.an estimated accuracy of +/- 6 seconds.
 BV0531
 BV0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0531.The vertical order pertains to the NGVD 29 superseded value.
 BV0531
 BV0531.The geoid height was determined by GEOID03.
 BV0531
 BV0531;                    North         East    Units  Estimated Accuracy
 BV0531;SPC MS E     -   198,750.      246,130.      MT  (+/- 180 meters Scaled)
 BV0531
 BV0531                          SUPERSEDED SURVEY CONTROL
 BV0531
 BV0531  NGVD 29 (??/??/92)  125.080  (m)          410.37   (f) ADJ UNCH    1 2
 BV0531
 BV0531.Superseded values are not recommended for survey control.
 BV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0531.See file dsdata.txt to determine how the superseded data were derived.
 BV0531
 BV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV716644(NAD 83)
 BV0531_MARKER: DB = BENCH MARK DISK
 BV0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0531_STAMPING: A 12 1934 (410.367)
 BV0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0531+STABILITY: SURFACE MOTION
 BV0531
 BV0531  HISTORY     - Date     Condition        Report By
 BV0531  HISTORY     - 1934     MONUMENTED       CGS
 BV0531  HISTORY     - 1965     GOOD             MSHD
 BV0531
 BV0531                          STATION DESCRIPTION
 BV0531
 BV0531'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 BV0531'7.4 MI W FROM HATTIESBURG.
 BV0531'TO REACH FROM THE POST OFFICE IN HATTIESBURG, GO SOUTH ON U.S. HIGHWAY
 BV0531'11 FOR .3 MILES TO JUNCTION OF U. S. HIGHWAY 98.  TURN RIGHT, WEST, ON
 BV0531'HIGHWAY 98 AND GO 2.1 MILES TO JUNCTION OF U. S. HIGHWAY 98 AND 49 AT
 BV0531'USM CAMPUS, CONTINUE WEST ON U. S. HIGHWAY 98 FOR 1.35 MILES TO
 BV0531'INTERSTATE 59 UNDERPASS, CONTINUE WEST ON U. S. HIGHWAY 98 FOR .15
 BV0531'MILES TO A T ROAD LEFT, SOUTH, TURN LEFT ON BLACKTOP ROAD (KNOWN AS
 BV0531'OLD HIGHWAY 11) AND CONTINUE SOUTH FOR 4.0 MILES TO CALVARY BAPTIST
 BV0531'CHURCH AND MARK ON THE RIGHT.  IT IS IN THE SOUTHEAST CORNER OF THE
 BV0531'CHURCH YARD, 47 FEET NORTHEAST OF CENTER OF BLACKTOP ROAD, 7 FEET WEST
 BV0531'OF CENTER OF DRIVEWAY TO CHURCH, 93 FEET SOUTHEAST OF SOUTHEAST CORNER
 BV0531'OF A FRAME CHURCH STEPS AND PROJECTS 3 INCHES. STANDARD DISK IN
 BV0531'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1627 ***********************************************************************
 BH1627  DESIGNATION -  A 121
 BH1627  PID         -  BH1627
 BH1627  STATE/COUNTY-  MS/HARRISON
 BH1627  USGS QUAD   -  BILOXI (1992)
 BH1627
 BH1627                         *CURRENT SURVEY CONTROL
 BH1627  ___________________________________________________________________
 BH1627* NAD 83(1986)-  30 23 55.     (N)    088 54 27.     (W)     SCALED    
 BH1627* NAVD 88     -         6.77   (+/-2cm)      22.2    (feet)  VERTCON   
 BH1627  ___________________________________________________________________
 BH1627  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH1627  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1627
 BH1627.The horizontal coordinates were scaled from a topographic map and have
 BH1627.an estimated accuracy of +/- 6 seconds.
 BH1627
 BH1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1627.The vertical order pertains to the NGVD 29 superseded value.
 BH1627
 BH1627.The geoid height was determined by GEOID03.
 BH1627
 BH1627;                    North         East    Units  Estimated Accuracy
 BH1627;SPC MS E     -    99,610.      292,870.      MT  (+/- 180 meters Scaled)
 BH1627
 BH1627                          SUPERSEDED SURVEY CONTROL
 BH1627
 BH1627  NGVD 29 (??/??/??)    6.730  (m)           22.08   (f) ADJUSTED    1 2
 BH1627
 BH1627.Superseded values are not recommended for survey control.
 BH1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1627.See file dsdata.txt to determine how the superseded data were derived.
 BH1627
 BH1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU167645(NAD 83)
 BH1627_MARKER: DB = BENCH MARK DISK
 BH1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1627_STAMPING: A 121 1938
 BH1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1627+STABILITY: SURFACE MOTION
 BH1627
 BH1627  HISTORY     - Date     Condition        Report By
 BH1627  HISTORY     - 1938     MONUMENTED       CGS
 BH1627  HISTORY     - 20070315 MARK NOT FOUND   MSSU
 BH1627  HISTORY     - 20070318 MARK NOT FOUND   MSSU
 BH1627
 BH1627                          STATION DESCRIPTION
 BH1627
 BH1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BH1627'1 MI W FROM BILOXI.
 BH1627'1 MILE WEST OF THE L & N STATION, 9 RAILS WEST OF M.P. 728, 21 PACES
 BH1627'WEST OF THE CENTERLINE OF A CROSS ROAD, 11 PACES NORTH OF THE
 BH1627'CENTERLINE OF THE R.R. AND AT THE SOUTH WEST CORNER OF A CEMETERY IN
 BH1627'THE R.R. RIGHT OF WAY LINE.
 BH1627
 BH1627                          STATION RECOVERY (2007)
 BH1627
 BH1627'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (RJH)
 BH1627'MARK NOT FOUND.
 BH1627
 BH1627                          STATION RECOVERY (2007)
 BH1627
 BH1627'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (JCW)
 BH1627'MARK NOT FOUND, FROM THE DESCRIPTION I WENT TO RAILROAD MARKER THAT IS
 BH1627'STILL THERE.  FROM THERE I DID MY PACEING.  WHERE I ENDED UP THERE IS
 BH1627'NOW KEESLER AIR FORCE BASE. THE MARKER MUST HAVE BEEN DESTROYED OR
 BH1627'MOVED WHEN THE BASE WAS BUILT. I WENT TO THE SOUTH WEST CORNER OF THE
 BH1627'CEMETERY AND THE FOUND NOTHING BUT RELATIVELY NEW GRAVES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0977 ***********************************************************************
 BH0977  DESIGNATION -  A 122 RESET
 BH0977  PID         -  BH0977
 BH0977  STATE/COUNTY-  MS/HANCOCK
 BH0977  USGS QUAD   -  WAVELAND (1976)
 BH0977
 BH0977                         *CURRENT SURVEY CONTROL
 BH0977  ___________________________________________________________________
 BH0977* NAD 83(1986)-  30 18 04.     (N)    089 28 06.     (W)     SCALED    
 BH0977* NAVD 88     -         3.804  (meters)      12.48   (feet)  ADJUSTED  
 BH0977  ___________________________________________________________________
 BH0977  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BH0977  DYNAMIC HT  -           3.799 (meters)      12.46  (feet)  COMP
 BH0977  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 BH0977
 BH0977  VERT ORDER  -  FIRST     CLASS I
 BH0977
 BH0977.The horizontal coordinates were scaled from a topographic map and have
 BH0977.an estimated accuracy of +/- 6 seconds.
 BH0977
 BH0977.The orthometric height was determined by differential leveling
 BH0977.and adjusted in February 1994.
 BH0977
 BH0977.The geoid height was determined by GEOID03.
 BH0977
 BH0977.The dynamic height is computed by dividing the NAVD 88
 BH0977.geopotential number by the normal gravity value computed on the
 BH0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0977.degrees latitude (g = 980.6199 gals.).
 BH0977
 BH0977.The modeled gravity was interpolated from observed gravity values.
 BH0977
 BH0977;                    North         East    Units  Estimated Accuracy
 BH0977;SPC MS E     -    88,970.      238,920.      MT  (+/- 180 meters Scaled)
 BH0977
 BH0977                          SUPERSEDED SURVEY CONTROL
 BH0977
 BH0977  NAVD 88 (06/15/91)    3.803  (m)           12.48   (f) UNKNOWN     1 1
 BH0977  NGVD 29 (??/??/??)    3.759  (m)           12.33   (f) ADJUSTED    1 1
 BH0977
 BH0977.Superseded values are not recommended for survey control.
 BH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0977.See file dsdata.txt to determine how the superseded data were derived.
 BH0977
 BH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU626547(NAD 83)
 BH0977_MARKER: DB = BENCH MARK DISK
 BH0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0977_SP_SET: CONCRETE POST
 BH0977_STAMPING: A 122 RESET 1965
 BH0977_MARK LOGO: CGS   
 BH0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0977+STABILITY: SURFACE MOTION
 BH0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0977+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 BH0977
 BH0977  HISTORY     - Date     Condition        Report By
 BH0977  HISTORY     - 1965     MONUMENTED       CGS
 BH0977  HISTORY     - 1972     GOOD             MSHD
 BH0977  HISTORY     - 1974     GOOD             NGS
 BH0977  HISTORY     - 1976     GOOD             NGS
 BH0977  HISTORY     - 19930318 GOOD             NGS
 BH0977  HISTORY     - 20050706 GOOD             NGS
 BH0977
 BH0977                          STATION DESCRIPTION
 BH0977
 BH0977'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0977'7.8 MI WSW FROM BAY ST  LOUIS.
 BH0977'THE MARK IS LOCATED 7.8 MILES WEST-SOUTHWEST OF BAY ST. LOUIS ON THE
 BH0977'NORTH ROW OF OLD U.S. HIGHWAY 90, 2.2 MILES EAST OF THE JUNCTION OF
 BH0977'U.S. HIGHWAY 90 AND STATE HIGHWAY 607, IN THE SOUTHEAST 1/4 OF SECTION
 BH0977'35, T 9S, R 15W.  IT IS 116 YARDS EAST OF A CROSS OVER BETWEEN THE OLD
 BH0977'AND NEW HIGHWAYS, 110 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE
 BH0977'OF U.S. HIGHWAY 90, 37 FEET NORTH OF THE CENTER OF THE OLD HIGHWAY, 2
 BH0977'FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 BH0977'CYLINDER ABOUT 3 FEET BELOW THE LEVEL OF THE NEW HIGHWAY AND PROJECTS
 BH0977'1 INCH.  TO REACH FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS BAY
 BH0977'AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR 3.9 MILES TO THE
 BH0977'JUNCTION OF STATE HIGHWAY 603 AND 43.  CONTINUE WEST ON U.S. HIGHWAY
 BH0977'90 FOR 4.8 MILES TO A CROSSROAD.  CONTINUE WEST ON U.S. HIGHWAY 90 FOR
 BH0977'0.65 MILES TO THE MARK ON THE RIGHT.
 BH0977
 BH0977                          STATION RECOVERY (1974)
 BH0977
 BH0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0977'RECOVERED IN GOOD CONDITION.
 BH0977
 BH0977                          STATION RECOVERY (1976)
 BH0977
 BH0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0977'RECOVERED IN GOOD CONDITION.
 BH0977
 BH0977                          STATION RECOVERY (1993)
 BH0977
 BH0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0977'8.6 KM (5.35 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH0977'STATE HIGHWAY 43 IN WAVELAND, 39.6 M (129.9 FT) WEST OF HIGH LINE
 BH0977'POLE NUMBER 70, 33.6 M (110.2 FT) NORTH OF THE CENTERLINE OF THE
 BH0977'WESTBOUND LANES OF THE HIGHWAY, 11.6 M (38.1 FT) NORTH OF AND LEVEL
 BH0977'WITH THE CENTER OF A FRONTAGE ROAD, 0.6 M (2.0 FT) EAST OF A WITNESS
 BH0977'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 BH0977'SURFACE.
 BH0977
 BH0977                          STATION RECOVERY (2005)
 BH0977
 BH0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0977'0.1 M E OF CONNECTOR OF FRONTAGE RD. WITH WESTBOUND LANES, ALMOST ON
 BH0977'LINE UNDER POWER POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0535 ***********************************************************************
 CO0535  DESIGNATION -  A 123
 CO0535  PID         -  CO0535
 CO0535  STATE/COUNTY-  MS/LAUDERDALE
 CO0535  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0535
 CO0535                         *CURRENT SURVEY CONTROL
 CO0535  ___________________________________________________________________
 CO0535* NAD 83(1986)-  32 21 31.     (N)    088 42 54.     (W)     SCALED    
 CO0535* NAVD 88     -        97.154  (meters)     318.75   (feet)  ADJUSTED  
 CO0535  ___________________________________________________________________
 CO0535  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO0535  DYNAMIC HT  -          97.040 (meters)     318.37  (feet)  COMP
 CO0535  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CO0535
 CO0535  VERT ORDER  -  FIRST     CLASS II
 CO0535
 CO0535.The horizontal coordinates were scaled from a topographic map and have
 CO0535.an estimated accuracy of +/- 6 seconds.
 CO0535
 CO0535.The orthometric height was determined by differential leveling
 CO0535.and adjusted in June 1991.
 CO0535
 CO0535.The geoid height was determined by GEOID03.
 CO0535
 CO0535.The dynamic height is computed by dividing the NAVD 88
 CO0535.geopotential number by the normal gravity value computed on the
 CO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0535.degrees latitude (g = 980.6199 gals.).
 CO0535
 CO0535.The modeled gravity was interpolated from observed gravity values.
 CO0535
 CO0535;                    North         East    Units  Estimated Accuracy
 CO0535;SPC MS E     -   316,920.      311,140.      MT  (+/- 180 meters Scaled)
 CO0535
 CO0535                          SUPERSEDED SURVEY CONTROL
 CO0535
 CO0535  NGVD 29 (??/??/92)   97.14   (m)          318.7    (f) COMPUTED    1 2
 CO0535
 CO0535.Superseded values are not recommended for survey control.
 CO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0535.See file dsdata.txt to determine how the superseded data were derived.
 CO0535
 CO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA386814(NAD 83)
 CO0535_MARKER: DB = BENCH MARK DISK
 CO0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0535_STAMPING: A-123 1938
 CO0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0535+STABILITY: SURFACE MOTION
 CO0535
 CO0535  HISTORY     - Date     Condition        Report By
 CO0535  HISTORY     - 1938     MONUMENTED       CGS
 CO0535  HISTORY     - 20000203 MARK NOT FOUND   MSHD
 CO0535
 CO0535                          STATION DESCRIPTION
 CO0535
 CO0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CO0535'IN MERIDIAN.
 CO0535'IN MERIDIAN 1.3 MILES WEST OF UNION DEPOT ON YAZOO AND MISSISSIPPI
 CO0535'VALLEY RAILROAD TRACK OPPOSITE THE SOUTHERN RAILROAD ROUND-HOUSE.
 CO0535'38.66 METERS WEST OF 38TH AVE., 2.04 METERS NORTH OF MILE POST 1, 5.68
 CO0535'NORTH OF NORTH RAIL, AND 3.58 METERS EAST OF SECOND TELEPHONE POLE
 CO0535'WEST OF 38TH AVE.
 CO0535
 CO0535                          STATION RECOVERY (2000)
 CO0535
 CO0535'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CO0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0500 ***********************************************************************
 CO0500  DESIGNATION -  A 124
 CO0500  PID         -  CO0500
 CO0500  STATE/COUNTY-  MS/NEWTON
 CO0500  USGS QUAD   -  CHUNKY (1983)
 CO0500
 CO0500                         *CURRENT SURVEY CONTROL
 CO0500  ___________________________________________________________________
 CO0500* NAD 83(1986)-  32 18 54.     (N)    088 53 47.     (W)     SCALED    
 CO0500* NAVD 88     -        87.93   (+/-2cm)     288.5    (feet)  VERTCON   
 CO0500  ___________________________________________________________________
 CO0500  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CO0500  VERT ORDER  -  FIRST     CLASS II (See Below)
 CO0500
 CO0500.The horizontal coordinates were scaled from a topographic map and have
 CO0500.an estimated accuracy of +/- 6 seconds.
 CO0500
 CO0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0500.The vertical order pertains to the NGVD 29 superseded value.
 CO0500
 CO0500.The geoid height was determined by GEOID03.
 CO0500
 CO0500;                    North         East    Units  Estimated Accuracy
 CO0500;SPC MS E     -   312,080.      294,060.      MT  (+/- 180 meters Scaled)
 CO0500
 CO0500                          SUPERSEDED SURVEY CONTROL
 CO0500
 CO0500  NGVD 29 (??/??/92)   87.92   (m)          288.5    (f) COMPUTED    1 2
 CO0500
 CO0500.Superseded values are not recommended for survey control.
 CO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0500.See file dsdata.txt to determine how the superseded data were derived.
 CO0500
 CO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA214769(NAD 83)
 CO0500_MARKER: DB = BENCH MARK DISK
 CO0500_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0500_SP_SET: BRIDGE ABUTMENT
 CO0500_STAMPING: A 124 1938
 CO0500_MARK LOGO: CGS   
 CO0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0500+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 CO0500
 CO0500  HISTORY     - Date     Condition        Report By
 CO0500  HISTORY     - 1938     MONUMENTED       CGS
 CO0500  HISTORY     - 1961     GOOD             NGS
 CO0500  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0500  HISTORY     - 19890831 GOOD             MSHD
 CO0500
 CO0500                          STATION DESCRIPTION
 CO0500
 CO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0500'2.15 MI E FROM CHUNKY.
 CO0500'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0500'CHUNKY, THENCE 2.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD, IN
 CO0500'SECTION 30, T 6 N, R 14 E, 0.4 MILE WEST OF A PAVED ROAD CROSSING, 15
 CO0500'1/2 RAILS EAST OF MILEPOST 15, 6 1/2 FEET NORTH OF THE NORTH RAIL, SET
 CO0500'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD
 CO0500'BRIDGE NUMBER VM 14-9, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 CO0500
 CO0500                          STATION RECOVERY (1968)
 CO0500
 CO0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0500'MARK NOT FOUND.
 CO0500
 CO0500                          STATION RECOVERY (1989)
 CO0500
 CO0500'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0500'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF CHUNKY IN A RAILROAD
 CO0500'BRIDGE, 2 MI (3.2 KM) SOUTHWEST OF MEEHAN JUNCTION AND IS IN SECTION
 CO0500'32 T 6N, R 14E.
 CO0500'TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO EAST ON U.S. HIGHWAY 80
 CO0500'FOR 2.5 MI (4.0 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 CO0500'A PAVED ROAD FOR 1.2 MI (1.9 KM) TO A RAILROAD CROSSING, THENCE
 CO0500'NORTHWEST ALONG THE RAILROAD TRACK FOR 2460 FT (749.8 M) TO THE MARK
 CO0500'ON THE RIGHT.
 CO0500'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF
 CO0500'THE NORTHWEST ABUTMENT OF A RAILROAD BRIDGE, 578 FT (176.2 M)
 CO0500'SOUTHEAST OF MILE POST NO 15, 6 FT (1.8 M) NORTHEAST OF THE NORTHEAST
 CO0500'RAIL 0.2 FT (0.1 M) NORTHEAST OF A CONCRETE CAP AND IS ABOUT 2 FT
 CO0500'(0.6 M) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1694 ***********************************************************************
 CP1694  DESIGNATION -  A 125
 CP1694  PID         -  CP1694
 CP1694  STATE/COUNTY-  MS/CLAIBORNE
 CP1694  USGS QUAD   -  GRAND GULF (1963)
 CP1694
 CP1694                         *CURRENT SURVEY CONTROL
 CP1694  ___________________________________________________________________
 CP1694* NAD 83(1986)-  32 02 39.     (N)    091 03 40.     (W)     SCALED    
 CP1694* NAVD 88     -        23.35   (+/-2cm)      76.6    (feet)  VERTCON   
 CP1694  ___________________________________________________________________
 CP1694  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP1694  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1694
 CP1694.The horizontal coordinates were scaled from a topographic map and have
 CP1694.an estimated accuracy of +/- 6 seconds.
 CP1694
 CP1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1694.The vertical order pertains to the NGVD 29 superseded value.
 CP1694
 CP1694.The geoid height was determined by GEOID03.
 CP1694
 CP1694;                    North         East    Units  Estimated Accuracy
 CP1694;SPC MS W     -   282,280.      631,270.      MT  (+/- 180 meters Scaled)
 CP1694
 CP1694                          SUPERSEDED SURVEY CONTROL
 CP1694
 CP1694  NGVD 29 (??/??/92)   23.369  (m)           76.67   (f) ADJ UNCH    1 2
 CP1694
 CP1694.Superseded values are not recommended for survey control.
 CP1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1694.See file dsdata.txt to determine how the superseded data were derived.
 CP1694
 CP1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR830469(NAD 83)
 CP1694_MARKER: DB = BENCH MARK DISK
 CP1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1694_STAMPING: A 125 1938
 CP1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1694+STABILITY: SURFACE MOTION
 CP1694
 CP1694  HISTORY     - Date     Condition        Report By
 CP1694  HISTORY     - 1938     MONUMENTED       CGS
 CP1694
 CP1694                          STATION DESCRIPTION
 CP1694
 CP1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CP1694'1 MI W FROM GRAND GULF.
 CP1694'1 MILE WEST OF GRAND GULF, CLAIBORNE COUNTY, NEAR THE MIDDLE AND ON
 CP1694'THE LEFT BANK OF YUCATAN CUT-OFF, AT BUFFALO LANDING, ON RANGE G-5,
 CP1694'250 FEET FROM THE TOP OF THE BANK AMONG SOME SCATTERED WILLOW TREES,
 CP1694'250 FEET BELOW THE EDGE OF SMALL THICK WILLOW AND COTTONWOOD TREES,
 CP1694'215 FEET LANDSIDE OF A ROAD PARALLELING THE CUT-OFF AT THE LANDING,
 CP1694'13.3 FEET SOUTHWEST OF A BLAZED 13-INCH WILLOW TREE, 12.4 FEET EAST OF
 CP1694'A BLAZED 7-INCH WILLOW TREE, AND 8.7 FEET NORTHWEST OF A BLAZED
 CP1694'12-INCH WILLOW TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CP1694'POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1695 ***********************************************************************
 CP1695  DESIGNATION -  A 125 RM
 CP1695  PID         -  CP1695
 CP1695  STATE/COUNTY-  MS/CLAIBORNE
 CP1695  USGS QUAD   -  GRAND GULF (1963)
 CP1695
 CP1695                         *CURRENT SURVEY CONTROL
 CP1695  ___________________________________________________________________
 CP1695* NAD 83(1986)-  32 02 37.     (N)    091 03 38.     (W)     SCALED    
 CP1695* NAVD 88     -        23.08   (+/-2cm)      75.7    (feet)  VERTCON   
 CP1695  ___________________________________________________________________
 CP1695  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP1695  VERT ORDER  -  ? (See Below)
 CP1695
 CP1695.The horizontal coordinates were scaled from a topographic map and have
 CP1695.an estimated accuracy of +/- 6 seconds.
 CP1695
 CP1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1695.The vertical order pertains to the NGVD 29 superseded value.
 CP1695
 CP1695.The geoid height was determined by GEOID03.
 CP1695
 CP1695;                    North         East    Units  Estimated Accuracy
 CP1695;SPC MS W     -   282,220.      631,320.      MT  (+/- 180 meters Scaled)
 CP1695
 CP1695                          SUPERSEDED SURVEY CONTROL
 CP1695
 CP1695  NGVD 29 (??/??/92)   23.101  (m)           75.79   (f) ADJ UNCH    ?  
 CP1695
 CP1695.Superseded values are not recommended for survey control.
 CP1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1695.See file dsdata.txt to determine how the superseded data were derived.
 CP1695
 CP1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR831469(NAD 83)
 CP1695_MARKER: S = SPIKE
 CP1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1695_SP_SET: TREE
 CP1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1695
 CP1695  HISTORY     - Date     Condition        Report By
 CP1695  HISTORY     - UNK      MONUMENTED       CGS
 CP1695  HISTORY     - 1938     GOOD             NGS
 CP1695
 CP1695                          STATION DESCRIPTION
 CP1695
 CP1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1695'1 MI W FROM GRAND GULF.
 CP1695'1 MILE WEST OF GRAND GULF, CLAIBORNE COUNTY, NEAR THE MIDDLE OF THE
 CP1695'LEFT BANK OF YUCATAN CUT-OFF, 5 FEET BELOW RANGE G-5 AT A POINT 318
 CP1695'FEET LANDWARD ALONG THE RANGE FROM BENCH MARK A 125, IN THE RIVERSIDE
 CP1695'OF A 9-INCH WILLOW TREE, IN THE BOTTOM OF A TRIANGULAR BLAZE, AND
 CP1695'5-1/2 FEET ABOVE THE GROUND.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0032 ***********************************************************************
 DK0032  DESIGNATION -  A 126
 DK0032  PID         -  DK0032
 DK0032  STATE/COUNTY-  MS/LEFLORE
 DK0032  USGS QUAD   -  GREENWOOD (1982)
 DK0032
 DK0032                         *CURRENT SURVEY CONTROL
 DK0032  ___________________________________________________________________
 DK0032* NAD 83(1986)-  33 31 03.     (N)    090 11 53.     (W)     SCALED    
 DK0032* NAVD 88     -        40.599  (meters)     133.20   (feet)  ADJUSTED  
 DK0032  ___________________________________________________________________
 DK0032  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0032  DYNAMIC HT  -          40.557 (meters)     133.06  (feet)  COMP
 DK0032  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 DK0032
 DK0032  VERT ORDER  -  FIRST     CLASS II
 DK0032
 DK0032.The horizontal coordinates were scaled from a topographic map and have
 DK0032.an estimated accuracy of +/- 6 seconds.
 DK0032
 DK0032.The orthometric height was determined by differential leveling
 DK0032.and adjusted in June 1991.
 DK0032
 DK0032.The geoid height was determined by GEOID03.
 DK0032
 DK0032.The dynamic height is computed by dividing the NAVD 88
 DK0032.geopotential number by the normal gravity value computed on the
 DK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0032.degrees latitude (g = 980.6199 gals.).
 DK0032
 DK0032.The modeled gravity was interpolated from observed gravity values.
 DK0032
 DK0032;                    North         East    Units  Estimated Accuracy
 DK0032;SPC MS W     -   445,440.      712,570.      MT  (+/- 180 meters Scaled)
 DK0032
 DK0032                          SUPERSEDED SURVEY CONTROL
 DK0032
 DK0032  NGVD 29 (??/??/??)   40.672  (m)          133.44   (f) ADJUSTED    1 2
 DK0032
 DK0032.Superseded values are not recommended for survey control.
 DK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0032.See file dsdata.txt to determine how the superseded data were derived.
 DK0032
 DK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT602121(NAD 83)
 DK0032_MARKER: DB = BENCH MARK DISK
 DK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0032+STABILITY: SURFACE MOTION
 DK0032
 DK0032  HISTORY     - Date     Condition        Report By
 DK0032  HISTORY     - 1939     MONUMENTED       CGS
 DK0032  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0032  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0032  HISTORY     - 20080304 MARK NOT FOUND   MSDOT
 DK0032
 DK0032                          STATION DESCRIPTION
 DK0032
 DK0032'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0032'0.9 MI W FROM GREENWOOD.
 DK0032'THE MARK IS LOCATED 0.9 MILES WEST ALONG FRONT STREET FROM THE COUNTY
 DK0032'COURTHOUSE AT GREENWOOD, LEFLORE COUNTY, ON THE LEFT BANK OF YAZOO
 DK0032'RIVER, AT A CITY-LIMIT SIGN, AT THE END OF THE BRICK PAVEMENT, AT THE
 DK0032'SOUTHWEST CORNER OF THE INTERSECTION OF A NORTH-AND-SOUTH GRAVEL
 DK0032'STREET, 27 FEET SOUTH OF THE CENTER LINE OF FRONT STREET, AND 27 FEET
 DK0032'WEST OF THE CENTER LINE OF THE GRAVEL STREET, AND SET IN THE TOP OF A
 DK0032'CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND.
 DK0032
 DK0032                          STATION RECOVERY (1977)
 DK0032
 DK0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0032'MARK NOT FOUND.
 DK0032
 DK0032                          STATION RECOVERY (2008)
 DK0032
 DK0032'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0940 ***********************************************************************
 DJ0940  DESIGNATION -  A 127
 DJ0940  PID         -  DJ0940
 DJ0940  STATE/COUNTY-  MS/CLAY
 DJ0940  USGS QUAD   -  WEST POINT (1987)
 DJ0940
 DJ0940                         *CURRENT SURVEY CONTROL
 DJ0940  ___________________________________________________________________
 DJ0940* NAD 83(1986)-  33 37 01.     (N)    088 39 04.     (W)     SCALED    
 DJ0940* NAVD 88     -        70.857  (meters)     232.47   (feet)  ADJUSTED  
 DJ0940  ___________________________________________________________________
 DJ0940  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ0940  DYNAMIC HT  -          70.783 (meters)     232.23  (feet)  COMP
 DJ0940  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 DJ0940
 DJ0940  VERT ORDER  -  FIRST     CLASS II
 DJ0940
 DJ0940.The horizontal coordinates were scaled from a topographic map and have
 DJ0940.an estimated accuracy of +/- 6 seconds.
 DJ0940
 DJ0940.The orthometric height was determined by differential leveling
 DJ0940.and adjusted in June 1991.
 DJ0940
 DJ0940.The geoid height was determined by GEOID03.
 DJ0940
 DJ0940.The dynamic height is computed by dividing the NAVD 88
 DJ0940.geopotential number by the normal gravity value computed on the
 DJ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0940.degrees latitude (g = 980.6199 gals.).
 DJ0940
 DJ0940.The modeled gravity was interpolated from observed gravity values.
 DJ0940
 DJ0940;                    North         East    Units  Estimated Accuracy
 DJ0940;SPC MS E     -   456,480.      316,910.      MT  (+/- 180 meters Scaled)
 DJ0940
 DJ0940                          SUPERSEDED SURVEY CONTROL
 DJ0940
 DJ0940  NGVD 29 (??/??/92)   70.843  (m)          232.42   (f) ADJ UNCH    1 2
 DJ0940
 DJ0940.Superseded values are not recommended for survey control.
 DJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0940.See file dsdata.txt to determine how the superseded data were derived.
 DJ0940
 DJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC468209(NAD 83)
 DJ0940_MARKER: DB = BENCH MARK DISK
 DJ0940_SETTING: 0 = UNSPECIFIED SETTING
 DJ0940_STAMPING: A 127 (1938)
 DJ0940_MARK LOGO: CGS   
 DJ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0940
 DJ0940  HISTORY     - Date     Condition        Report By
 DJ0940  HISTORY     - 1938     MONUMENTED       CGS
 DJ0940  HISTORY     - 1966     GOOD             MSHD
 DJ0940  HISTORY     - 1980     POOR             MSHD
 DJ0940  HISTORY     - 1983     POOR             NGS
 DJ0940  HISTORY     - 1985     GOOD             MSU
 DJ0940
 DJ0940                          STATION DESCRIPTION
 DJ0940
 DJ0940'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0940'IN WEST POINT.
 DJ0940'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0940'STREET FOR 0.15 MILE TO THE INTERSECTION OF HALF MILE STREET, TURN
 DJ0940'RIGHT (NORTH) AND CONTINUE ON HALF MILE STREET FOR 0.85 MILE TO A SIDE
 DJ0940'STREET AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 108 FEET
 DJ0940'NORTHEAST OF THE CENTER OF THE CROSSING, 88 FEET NORTHWEST OF A
 DJ0940'RAILROAD STOP SIGN, 74 FEET EAST OF THE CENTER OF THE STREET, 71.5
 DJ0940'FEET SOUTHEAST OF POLE NO. 5884, 21 FEET EAST OF THE EAST RAIL, AND 1
 DJ0940'FOOT SOUTH OF A METAL WITNESS POST.
 DJ0940
 DJ0940                          STATION RECOVERY (1980)
 DJ0940
 DJ0940'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ0940'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND STREET TURN LEFT ANF
 DJ0940'GO 0.65 MILE TO CENTER STREET AND THE MARK N OF CENTER STREET AND E
 DJ0940'OF RAILROAD. IT IS 114 FT N CENTER OF CENTER ST 25 FT E RAILROAD
 DJ0940'TRACK THE MARK IS CHIPPED AND LEANING SLIGHTLY TO THE SOUTH.
 DJ0940
 DJ0940                          STATION RECOVERY (1983)
 DJ0940
 DJ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0940'RECOVERED IN POOR CONDITION, BENCH MARK HAS BEEN HIT BY MACHINERY.
 DJ0940'NOTE, DELETE POST OFFICE, ADD POLICE DEPARTMENT ON BROAD STREET.  NOT
 DJ0940'LEVELED TO AT THIS TIME.
 DJ0940
 DJ0940                          STATION RECOVERY (1985)
 DJ0940
 DJ0940'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DJ0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0744 ***********************************************************************
 BW0744  DESIGNATION -  A 129
 BW0744  PID         -  BW0744
 BW0744  STATE/COUNTY-  MS/ADAMS
 BW0744  USGS QUAD   -  SPOKANE (1976)
 BW0744
 BW0744                         *CURRENT SURVEY CONTROL
 BW0744  ___________________________________________________________________
 BW0744* NAD 83(1986)-  31 37 39.     (N)    091 23 32.     (W)     SCALED    
 BW0744* NAVD 88     -        26.73   (+/-2cm)      87.7    (feet)  VERTCON   
 BW0744  ___________________________________________________________________
 BW0744  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0744  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0744
 BW0744.The horizontal coordinates were scaled from a topographic map and have
 BW0744.an estimated accuracy of +/- 6 seconds.
 BW0744
 BW0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0744.The vertical order pertains to the NGVD 29 superseded value.
 BW0744
 BW0744.The geoid height was determined by GEOID03.
 BW0744
 BW0744;                    North         East    Units  Estimated Accuracy
 BW0744;SPC MS W     -   236,330.      599,540.      MT  (+/- 180 meters Scaled)
 BW0744
 BW0744                          SUPERSEDED SURVEY CONTROL
 BW0744
 BW0744  NGVD 29 (??/??/92)   26.730  (m)           87.70   (f) ADJ UNCH    1 2
 BW0744
 BW0744.Superseded values are not recommended for survey control.
 BW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0744.See file dsdata.txt to determine how the superseded data were derived.
 BW0744
 BW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR524002(NAD 83)
 BW0744_MARKER: DB = BENCH MARK DISK
 BW0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0744_STAMPING: A 129 1938
 BW0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0744+STABILITY: SURFACE MOTION
 BW0744
 BW0744  HISTORY     - Date     Condition        Report By
 BW0744  HISTORY     - 1938     MONUMENTED       CGS
 BW0744
 BW0744                          STATION DESCRIPTION
 BW0744
 BW0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0744'4.3 MI N FROM NATCHEZ.
 BW0744'4.3 MILES NORTH OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW0744'MISSISSIPPI RIVER, 200 FEET FROM THE TOP BANK OF THE RIVER, AT THE
 BW0744'SIDE OF SOME CLIFFS, 20 FEET LANDSIDE FROM THE TOE OF A CLIFF, AND
 BW0744'LANDWARD AND SLIGHTLY DOWNSTREAM FROM GAGE C.P. 2.  A STANDARD DISK
 BW0744'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0214 ***********************************************************************
 BV0214  DESIGNATION -  A 13
 BV0214  PID         -  BV0214
 BV0214  STATE/COUNTY-  MS/PERRY
 BV0214  USGS QUAD   -  BEAUMONT (1982)
 BV0214
 BV0214                         *CURRENT SURVEY CONTROL
 BV0214  ___________________________________________________________________
 BV0214* NAD 83(1986)-  31 11 17.     (N)    088 57 25.     (W)     SCALED    
 BV0214* NAVD 88     -        31.500  (meters)     103.35   (feet)  ADJUSTED  
 BV0214  ___________________________________________________________________
 BV0214  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BV0214  DYNAMIC HT  -          31.461 (meters)     103.22  (feet)  COMP
 BV0214  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 BV0214
 BV0214  VERT ORDER  -  FIRST     CLASS II
 BV0214
 BV0214.The horizontal coordinates were scaled from a topographic map and have
 BV0214.an estimated accuracy of +/- 6 seconds.
 BV0214
 BV0214.The orthometric height was determined by differential leveling
 BV0214.and adjusted in May 1996.
 BV0214
 BV0214.The geoid height was determined by GEOID03.
 BV0214
 BV0214.The dynamic height is computed by dividing the NAVD 88
 BV0214.geopotential number by the normal gravity value computed on the
 BV0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0214.degrees latitude (g = 980.6199 gals.).
 BV0214
 BV0214.The modeled gravity was interpolated from observed gravity values.
 BV0214
 BV0214;                    North         East    Units  Estimated Accuracy
 BV0214;SPC MS E     -   187,130.      288,220.      MT  (+/- 180 meters Scaled)
 BV0214
 BV0214                          SUPERSEDED SURVEY CONTROL
 BV0214
 BV0214  NGVD 29 (??/??/92)   31.530  (m)          103.44   (f) ADJ UNCH    1 2
 BV0214
 BV0214.Superseded values are not recommended for survey control.
 BV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0214.See file dsdata.txt to determine how the superseded data were derived.
 BV0214
 BV0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV135520(NAD 83)
 BV0214_MARKER: DB = BENCH MARK DISK
 BV0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0214_STAMPING: A 13 1934
 BV0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0214+STABILITY: SURFACE MOTION
 BV0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0214+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 BV0214
 BV0214  HISTORY     - Date     Condition        Report By
 BV0214  HISTORY     - 1934     MONUMENTED       CGS
 BV0214  HISTORY     - 1964     GOOD             MSHD
 BV0214  HISTORY     - 1976     GOOD             MSHD
 BV0214  HISTORY     - 20000713 GOOD             NGS
 BV0214  HISTORY     - 20071117 MARK NOT FOUND   MSSU
 BV0214
 BV0214                          STATION DESCRIPTION
 BV0214
 BV0214'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0214'2.45 MI W FROM BEAUMONT.
 BV0214'FROM THE RAILWAY STATION IN BEAUMONT, GO WEST ON U.S. HIGHWAY 98 FOR
 BV0214'2.45 MILES TO A DIRT ROAD ON THE RIGHT AT THE TOP OF A HILL, TURN
 BV0214'RIGHT, NORTH AND GO 0.25 MILE TO THE RAILROAD AND THE MARK ON THE LEFT
 BV0214'IN THE SOUTHWEST ANGLE.  A STANDARD DISK IN A CONCRETE POST.
 BV0214
 BV0214                          STATION RECOVERY (1976)
 BV0214
 BV0214'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV0214'THE MARK IS LOCATED 2.5 MILES WEST OF BEAUMONT IN THE SOUTHWEST ANGLE
 BV0214'OF A RAILROAD CROSSING AND A PRIVATE ROAD IN THE SOUTHWEST CORNER OF
 BV0214'SECTION 25, T 3 N, R 10 W. IT IS 87.5 FEET NORTHWEST OF A POWER POLE
 BV0214'WHERE THE LINE TURNS AT A 90 ANGLE, 34 FEET SOUTH OF THE CENTER OF
 BV0214'THE CROSSING, 36 FEET WEST OF THE CENTER OF THE PRIVATE ROAD, 28.5
 BV0214'FEET SOUTH OF THE SOUTH RAIL, 8 FEET WEST OF A TELEPHONE CABLE WARING
 BV0214'SIGN, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A
 BV0214'CONCRETE POST AND PROJECTS 2 INCHES. TO REACH FROM THE JUNCTION OF
 BV0214'U.S. HIGHWAY 98 AND STATE HIGHWAY 15 IN BEAUMONT GO NORTHWEST ON U.S.
 BV0214'HIGHWAY 98 FOR 2.5 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
 BV0214'NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE RAILROAD TRACK AND THE
 BV0214'MARK ON THE LEFT.
 BV0214
 BV0214                          STATION RECOVERY (2000)
 BV0214
 BV0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0214'RECOVERED IN GOOD CONDITION.
 BV0214
 BV0214                          STATION RECOVERY (2007)
 BV0214
 BV0214'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (YEL)
 BV0214'NO EVIDENCE OF THE MARK WAS FOUND. THE MARK WAS POSSILBLY COVERED UP
 BV0214'DURING RECENT CONSTRUCTION ON A NEAR BY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1343 ***********************************************************************
 BW1343  DESIGNATION -  A 130
 BW1343  PID         -  BW1343
 BW1343  STATE/COUNTY-  MS/ADAMS
 BW1343  USGS QUAD   -  FAIRVIEW (1983)
 BW1343
 BW1343                         *CURRENT SURVEY CONTROL
 BW1343  ___________________________________________________________________
 BW1343* NAD 83(1986)-  31 16 09.     (N)    091 30 48.     (W)     SCALED    
 BW1343* NAVD 88     -        16.52   (+/-2cm)      54.2    (feet)  VERTCON   
 BW1343  ___________________________________________________________________
 BW1343  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW1343  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1343
 BW1343.The horizontal coordinates were scaled from a topographic map and have
 BW1343.an estimated accuracy of +/- 6 seconds.
 BW1343
 BW1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1343.The vertical order pertains to the NGVD 29 superseded value.
 BW1343
 BW1343.The geoid height was determined by GEOID03.
 BW1343
 BW1343;                    North         East    Units  Estimated Accuracy
 BW1343;SPC MS W     -   196,720.      587,630.      MT  (+/- 180 meters Scaled)
 BW1343
 BW1343                          SUPERSEDED SURVEY CONTROL
 BW1343
 BW1343  NGVD 29 (??/??/92)   16.506  (m)           54.15   (f) ADJ UNCH    1 2
 BW1343
 BW1343.Superseded values are not recommended for survey control.
 BW1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1343.See file dsdata.txt to determine how the superseded data were derived.
 BW1343
 BW1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ415603(NAD 83)
 BW1343_MARKER: DB = BENCH MARK DISK
 BW1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1343+STABILITY: SURFACE MOTION
 BW1343
 BW1343  HISTORY     - Date     Condition        Report By
 BW1343  HISTORY     - UNK      MONUMENTED       CGS
 BW1343  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW1343  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1343
 BW1343                          STATION DESCRIPTION
 BW1343
 BW1343'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BW1343'20.25 MI S FROM NATCHEZ.
 BW1343'20-1/4 MILES SOUTH OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW1343'MISSISSIPPI RIVER, 3 MILES DOWNSTREAM FROM WASHOUT BAYOU, AT OLD GAINS
 BW1343'LANDING, 600 FEET FROM THE TOP BANK OF THE RIVER, BACK OF GAGE 13, IN
 BW1343'A WOODS, AND 8 FEET WEST OF A BLAZED 18-INCH HACKBERRY TREE. A
 BW1343'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES
 BW1343'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 13-1/4 MILES UPSTREAM
 BW1343'FROM FORT ADAMS.
 BW1343
 BW1343                          STATION RECOVERY (1979)
 BW1343
 BW1343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0374 ***********************************************************************
 DK0374  DESIGNATION -  A 132
 DK0374  PID         -  DK0374
 DK0374  STATE/COUNTY-  MS/SUNFLOWER
 DK0374  USGS QUAD   -  INDIANOLA (1965)
 DK0374
 DK0374                         *CURRENT SURVEY CONTROL
 DK0374  ___________________________________________________________________
 DK0374* NAD 83(1986)-  33 26 59.     (N)    090 40 39.     (W)     SCALED    
 DK0374* NAVD 88     -        37.468  (meters)     122.93   (feet)  ADJUSTED  
 DK0374  ___________________________________________________________________
 DK0374  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0374  DYNAMIC HT  -          37.429 (meters)     122.80  (feet)  COMP
 DK0374  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 DK0374
 DK0374  VERT ORDER  -  FIRST     CLASS II
 DK0374
 DK0374.The horizontal coordinates were scaled from a topographic map and have
 DK0374.an estimated accuracy of +/- 6 seconds.
 DK0374
 DK0374.The orthometric height was determined by differential leveling
 DK0374.and adjusted in June 1991.
 DK0374
 DK0374.The geoid height was determined by GEOID03.
 DK0374
 DK0374.The dynamic height is computed by dividing the NAVD 88
 DK0374.geopotential number by the normal gravity value computed on the
 DK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0374.degrees latitude (g = 980.6199 gals.).
 DK0374
 DK0374.The modeled gravity was interpolated from observed gravity values.
 DK0374
 DK0374;                    North         East    Units  Estimated Accuracy
 DK0374;SPC MS W     -   437,970.      668,000.      MT  (+/- 180 meters Scaled)
 DK0374
 DK0374                          SUPERSEDED SURVEY CONTROL
 DK0374
 DK0374  NGVD 29 (??/??/??)   37.545  (m)          123.18   (f) ADJUSTED    1 2
 DK0374
 DK0374.Superseded values are not recommended for survey control.
 DK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0374.See file dsdata.txt to determine how the superseded data were derived.
 DK0374
 DK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT158035(NAD 83)
 DK0374_MARKER: DB = BENCH MARK DISK
 DK0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0374+STABILITY: SURFACE MOTION
 DK0374
 DK0374  HISTORY     - Date     Condition        Report By
 DK0374  HISTORY     - 1939     MONUMENTED       CGS
 DK0374  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0374
 DK0374                          STATION DESCRIPTION
 DK0374
 DK0374'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0374'1.8 MI W FROM INDIANOLA.
 DK0374'THE MARK IS LOCATED 1.8 MILES WEST ALONG THE COLUMBUS AND GREENVILLE
 DK0374'RAILWAY FROM THE STATION AT INDIANOLA, SUNFLOWER COUNTY, 280 FEET WEST
 DK0374'OF MILEPOST 144, 145 FEET WEST OF THE CENTER OF A DIRT ROAD CROSSING,
 DK0374'135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH AT A
 DK0374'CEMETERY, 60 FEET NORTH OF THE CENTER LINE OF THE TRACK, 25 FEET NORTH
 DK0374'OF THE CENTER LINE OF AN EAST AND WEST GRAVEL ROAD, AND SET IN THE TOP
 DK0374'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0278 ***********************************************************************
 EH0278  DESIGNATION -  A 133
 EH0278  PID         -  EH0278
 EH0278  STATE/COUNTY-  MS/QUITMAN
 EH0278  USGS QUAD   -  VANCE (1967)
 EH0278
 EH0278                         *CURRENT SURVEY CONTROL
 EH0278  ___________________________________________________________________
 EH0278* NAD 83(1986)-  34 05 12.     (N)    090 20 39.     (W)     SCALED    
 EH0278* NAVD 88     -        47.051  (meters)     154.37   (feet)  ADJUSTED  
 EH0278  ___________________________________________________________________
 EH0278  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EH0278  DYNAMIC HT  -          47.005 (meters)     154.22  (feet)  COMP
 EH0278  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 EH0278
 EH0278  VERT ORDER  -  FIRST     CLASS II
 EH0278
 EH0278.The horizontal coordinates were scaled from a topographic map and have
 EH0278.an estimated accuracy of +/- 6 seconds.
 EH0278
 EH0278.The orthometric height was determined by differential leveling
 EH0278.and adjusted in June 1991.
 EH0278
 EH0278.The geoid height was determined by GEOID03.
 EH0278
 EH0278.The dynamic height is computed by dividing the NAVD 88
 EH0278.geopotential number by the normal gravity value computed on the
 EH0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0278.degrees latitude (g = 980.6199 gals.).
 EH0278
 EH0278.The modeled gravity was interpolated from observed gravity values.
 EH0278
 EH0278;                    North         East    Units  Estimated Accuracy
 EH0278;SPC MS W     -   508,560.      699,000.      MT  (+/- 180 meters Scaled)
 EH0278
 EH0278                          SUPERSEDED SURVEY CONTROL
 EH0278
 EH0278  NGVD 29 (??/??/??)   47.088  (m)          154.49   (f) ADJUSTED    1 2
 EH0278
 EH0278.Superseded values are not recommended for survey control.
 EH0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0278.See file dsdata.txt to determine how the superseded data were derived.
 EH0278
 EH0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT450749(NAD 83)
 EH0278_MARKER: DB = BENCH MARK DISK
 EH0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0278_STAMPING: A-133 1939
 EH0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0278+STABILITY: SURFACE MOTION
 EH0278
 EH0278  HISTORY     - Date     Condition        Report By
 EH0278  HISTORY     - 1939     MONUMENTED       CGS
 EH0278  HISTORY     - 1977     GOOD             MSHD
 EH0278  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0278
 EH0278                          STATION DESCRIPTION
 EH0278
 EH0278'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0278'1 M NE FROM VANCE.
 EH0278'THE MARK IS LOCATED 8.8 MILES SOUTHWEST OF LAMBERT AT NORTH EDGE OF
 EH0278'THE LAWN OF A FRAME HOUSE ON THE SOUTH SIDE OF A GROUP OF PLANTA-
 EH0278'TION BUILDING ON THE SOUTH SIDE OF AN OLD PECAN ORCHARD ANDON THE
 EH0278'NORTH SIDE OF A YOUNG PECAN ORCHARD, 0.9 MILE NORTHEAST ALONG
 EH0278'STATE HIGHWAY 3 FROM THE POST OFFICE AT VANCE IN THE SOUTHWEST 1/4
 EH0278'OF SECTION 30, T 26N, R 1W.  IT IS 61 FEET WEST-NORTHWEST OF THE
 EH0278'CENTER OF HIGHWAY 3, 68 FEET SOUTHEAST OF A POLE WITH A LAMP ON IT,
 EH0278'16.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE WITH
 EH0278'A BRICK PORCH, 66 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 EH0278'RAIL FENCE, 33 FEET WEST OF A 24 INCH PECAN, 6.5 FEET EAST OF A 30
 EH0278'INCH PECAN SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES
 EH0278'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO
 EH0278'REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 3 AND
 EH0278'FOR 3.1 MILES TO THE JUNCTION OF STATE HIGHWAY 322 LEADING WEST.
 EH0278'CONTINUE SOUTHWEST ON STATE HIGHWAY 3 FOR 5.5 MILES TO THE MARK
 EH0278'ON THE RIGHT.
 EH0278
 EH0278                          STATION RECOVERY (2008)
 EH0278
 EH0278'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0278'MARK NOT FOUND. NONE OF THE POINTS MENTIONED IN THE DESCRIPTION EXIST
 EH0278'ANY LONGER MAKING THE MARK IMPOSSIBLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8602 ***********************************************************************
 DJ8602  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8602  DESIGNATION -  A 133X
 DJ8602  PID         -  DJ8602
 DJ8602  STATE/COUNTY-  MS/QUITMAN
 DJ8602  USGS QUAD   -  VANCE (1967)
 DJ8602
 DJ8602                         *CURRENT SURVEY CONTROL
 DJ8602  ___________________________________________________________________
 DJ8602* NAD 83(2007)-  34 05 09.89576(N)    090 20 37.96306(W)     ADJUSTED  
 DJ8602* NAVD 88     -        46.87   (meters)     153.8    (feet)  GPS OBS   
 DJ8602  ___________________________________________________________________
 DJ8602  EPOCH DATE  -        2002.00
 DJ8602  X           -     -31,736.983 (meters)                     COMP
 DJ8602  Y           -  -5,287,834.711 (meters)                     COMP
 DJ8602  Z           -   3,554,370.134 (meters)                     COMP
 DJ8602  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DJ8602  ELLIP HEIGHT-          20.547 (meters)          (02/15/08) ADJUSTED
 DJ8602  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DJ8602  HORZ ORDER  -  FIRST
 DJ8602  ELLP ORDER  -  FOURTH    CLASS II
 DJ8602
 DJ8602.The horizontal coordinates were established by GPS observations
 DJ8602.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8602
 DJ8602.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8602.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8602.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8602.The epoch date for horizontal control is a decimal equivalence
 DJ8602.of Year/Month/Day.
 DJ8602
 DJ8602.The orthometric height was determined by GPS observations and a
 DJ8602.high-resolution geoid model.
 DJ8602.The orthometric height was determined by GPS observations and a
 DJ8602.high-resolution geoid model using precise GPS observation and
 DJ8602.processing techniques.
 DJ8602
 DJ8602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8602
 DJ8602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8602
 DJ8602.The ellipsoidal height was determined by GPS observations
 DJ8602.and is referenced to NAD 83.
 DJ8602
 DJ8602.The geoid height was determined by GEOID03.
 DJ8602
 DJ8602;                    North         East     Units Scale Factor Converg.
 DJ8602;SPC MS W     -   508,495.295   699,026.808   MT  0.99995001   -0 00 21.3
 DJ8602;SPC MS W     - 1,668,288.31  2,293,390.45   sFT  0.99995001   -0 00 21.3
 DJ8602;UTM  15      - 3,774,885.617   745,072.246   MT  1.00034043   +1 29 21.6
 DJ8602
 DJ8602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8602!SPC MS W     -   0.99999677  x   0.99995001  =   0.99994678
 DJ8602!UTM  15      -   0.99999677  x   1.00034043  =   1.00033720
 DJ8602
 DJ8602                          SUPERSEDED SURVEY CONTROL
 DJ8602
 DJ8602.No superseded survey control is available for this station.
 DJ8602
 DJ8602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4507274886(NAD 83)
 DJ8602_MARKER: I = METAL ROD
 DJ8602_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8602+WITH SETTING: INFORMATION.
 DJ8602_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8602_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8602+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2007
 DJ8602_ROD/PIPE-DEPTH:  0.6 meters
 DJ8602
 DJ8602  HISTORY     - Date     Condition        Report By
 DJ8602  HISTORY     - 20070102 MONUMENTED       EMCINC
 DJ8602
 DJ8602                          STATION DESCRIPTION
 DJ8602
 DJ8602'DESCRIBED BY EMC INCORPORATED 2007
 DJ8602'SET WEST OF HIGHWAY 3 AND SOUTH OF A POWER POLE. SET 1/2 IN IRON ROD,
 DJ8602'18 IN LONG, 4 IN BELOW GROUND SURFACE.
 DJ8602' 
 DJ8602'TO REACH MARK FROM US POST OFFICE IN VANCE, MS, GO NORTH ON HIGHWAY 3
 DJ8602'FOR 0.87 MI (1.4 KM) TO MARK ON LEFT. LOCATED 26.3' AT 295 DEG FROM
 DJ8602'CENTERLINE OF HIGHWAY 3, 134.6' AT 184 DEG FROM POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0382 ***********************************************************************
 EH0382  DESIGNATION -  A 134
 EH0382  PID         -  EH0382
 EH0382  STATE/COUNTY-  MS/COAHOMA
 EH0382  USGS QUAD   -  FRIARS POINT (1964)
 EH0382
 EH0382                         *CURRENT SURVEY CONTROL
 EH0382  ___________________________________________________________________
 EH0382* NAD 83(1986)-  34 21 48.     (N)    090 38 25.     (W)     SCALED    
 EH0382* NAVD 88     -        54.522  (meters)     178.88   (feet)  POSTED    
 EH0382  ___________________________________________________________________
 EH0382  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0382  DYNAMIC HT  -          54.470 (meters)     178.71  (feet)  COMP
 EH0382  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 EH0382
 EH0382  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EH0382
 EH0382.The horizontal coordinates were scaled from a topographic map and have
 EH0382.an estimated accuracy of +/- 6 seconds.
 EH0382
 EH0382.The orthometric height was determined by differential leveling
 EH0382.and adjusted by the  in 1992.
 EH0382.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EH0382.rate of 4.1 thru 8.0 mm/km.
 EH0382
 EH0382.The geoid height was determined by GEOID03.
 EH0382
 EH0382.The dynamic height is computed by dividing the NAVD 88
 EH0382.geopotential number by the normal gravity value computed on the
 EH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0382.degrees latitude (g = 980.6199 gals.).
 EH0382
 EH0382.The modeled gravity was interpolated from observed gravity values.
 EH0382
 EH0382;                    North         East    Units  Estimated Accuracy
 EH0382;SPC MS W     -   539,290.      671,770.      MT  (+/- 180 meters Scaled)
 EH0382
 EH0382                          SUPERSEDED SURVEY CONTROL
 EH0382
 EH0382  NGVD 29 (??/??/??)   54.563  (m)          179.01   (f) ADJUSTED    1 2
 EH0382
 EH0382.Superseded values are not recommended for survey control.
 EH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0382.See file dsdata.txt to determine how the superseded data were derived.
 EH0382
 EH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU170049(NAD 83)
 EH0382_MARKER: DB = BENCH MARK DISK
 EH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0382_STAMPING: A-134 1939
 EH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0382+STABILITY: SURFACE MOTION
 EH0382
 EH0382  HISTORY     - Date     Condition        Report By
 EH0382  HISTORY     - 1939     MONUMENTED       CGS
 EH0382  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0382
 EH0382                          STATION DESCRIPTION
 EH0382
 EH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0382'0.5 MI S FROM FRIARS POINT.
 EH0382'1/2 MILE SOUTH OF FRIARS POINT ON RIDGE ROAD.  22 FEET NORTH OF
 EH0382'NORTHEAST CORNER OF CEMETARY AND 23 FEET WEST OF THE CENTER-LINE OF
 EH0382'HIGHWAY.  MARK IS A BRONZE DISK SET IN A PRECAST CONCRETE POST
 EH0382'PROJECTING 7 INCHES ABOVE GROUND.
 EH0382
 EH0382                          STATION RECOVERY (1957)
 EH0382
 EH0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EH0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1020 ***********************************************************************
 BH1020  DESIGNATION -  A 137
 BH1020  PID         -  BH1020
 BH1020  STATE/COUNTY-  MS/HANCOCK
 BH1020  USGS QUAD   -  KILN (1976)
 BH1020
 BH1020                         *CURRENT SURVEY CONTROL
 BH1020  ___________________________________________________________________
 BH1020* NAD 83(1986)-  30 26 33.     (N)    089 28 53.     (W)     SCALED    
 BH1020* NAVD 88     -         9.406  (meters)      30.86   (feet)  ADJUSTED  
 BH1020  ___________________________________________________________________
 BH1020  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BH1020  DYNAMIC HT  -           9.394 (meters)      30.82  (feet)  COMP
 BH1020  MODELED GRAV-     979,333.9   (mgal)                       NAVD 88
 BH1020
 BH1020  VERT ORDER  -  FIRST     CLASS II
 BH1020
 BH1020.The horizontal coordinates were scaled from a topographic map and have
 BH1020.an estimated accuracy of +/- 6 seconds.
 BH1020
 BH1020.The orthometric height was determined by differential leveling
 BH1020.and adjusted in February 1994.
 BH1020
 BH1020.The geoid height was determined by GEOID03.
 BH1020
 BH1020.The dynamic height is computed by dividing the NAVD 88
 BH1020.geopotential number by the normal gravity value computed on the
 BH1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1020.degrees latitude (g = 980.6199 gals.).
 BH1020
 BH1020.The modeled gravity was interpolated from observed gravity values.
 BH1020
 BH1020;                    North         East    Units  Estimated Accuracy
 BH1020;SPC MS E     -   104,650.      237,750.      MT  (+/- 180 meters Scaled)
 BH1020
 BH1020                          SUPERSEDED SURVEY CONTROL
 BH1020
 BH1020  NGVD 29 (??/??/??)    9.476  (m)           31.09   (f) ADJUSTED    1 2
 BH1020
 BH1020.Superseded values are not recommended for survey control.
 BH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1020.See file dsdata.txt to determine how the superseded data were derived.
 BH1020
 BH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU617704(NAD 83)
 BH1020_MARKER: DB = BENCH MARK DISK
 BH1020_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BH1020_SP_SET: PREFAB CONC. POST IN EARTH
 BH1020_STAMPING: A 137 1943
 BH1020_MARK LOGO: CGS   
 BH1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1020+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH1020
 BH1020  HISTORY     - Date     Condition        Report By
 BH1020  HISTORY     - 1943     MONUMENTED       CGS
 BH1020  HISTORY     - 1972     GOOD             MSHD
 BH1020  HISTORY     - 1989     GOOD             USPSQD
 BH1020  HISTORY     - 19930312 GOOD             NGS
 BH1020
 BH1020                          STATION DESCRIPTION
 BH1020
 BH1020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1020'3.5 MI NW FROM KILN.
 BH1020'THE MARK IS LOCATED 3.5 MILES NORTHWEST OF KILN IN THE SOUTHEAST ANGLE
 BH1020'OF A JUNCTION IN THE NORTHEAST 1/4 OF SECTION 15, T 7S, R 15W. IT IS
 BH1020'65 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 31 FEET SOUTH OF THE
 BH1020'CENTER OF A GRAVELED ROAD, 5.5 FEET WEST OF A 9 INCH OAK, 9.5 FEET
 BH1020'NORTH OF A 10 INCH PINE, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 BH1020'THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL
 BH1020'OF THE MAIN ROAD AND PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST
 BH1020'OFFICE IN KILN GO EAST AND NORTH ON 603 AND 43 FOR 0.6 MILES TO A
 BH1020'CROSSROAD.  TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 3.9 MILES TO
 BH1020'A SIDE ROAD AND THE MARK ON THE RIGHT JUST BEFORE REACHING A CONCRETE
 BH1020'BRIDGE.
 BH1020
 BH1020                          STATION RECOVERY (1989)
 BH1020
 BH1020'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR)
 BH1020'RECOVERED IN GOOD CONDITION.
 BH1020
 BH1020                          STATION RECOVERY (1993)
 BH1020
 BH1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1020'15.8 KM (9.80 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH1020'OF U.S. HIGHWAY 90 IN WAVELAND, THENCE 6.2 KM (3.85 MI)
 BH1020'NORTHWESTERLY ALONG OLD KILN ROAD, 19.4 M (63.6 FT) EAST OF THE
 BH1020'CENTERLINE OF THE ROAD, 9.6 M (31.5 FT) SOUTH OF THE CENTER OF A
 BH1020'GRAVELED ROAD LEADING NORTHEAST, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 BH1020'THE ROAD, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 BH1020'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1284 ***********************************************************************
 BH1284  DESIGNATION -  A 139
 BH1284  PID         -  BH1284
 BH1284  STATE/COUNTY-  MS/PEARL RIVER
 BH1284  USGS QUAD   -  HENLEYFIELD (1983)
 BH1284
 BH1284                         *CURRENT SURVEY CONTROL
 BH1284  ___________________________________________________________________
 BH1284* NAD 83(1986)-  30 39 01.     (N)    089 46 09.     (W)     SCALED    
 BH1284* NAVD 88     -        39.14   (+/-2cm)     128.4    (feet)  VERTCON   
 BH1284  ___________________________________________________________________
 BH1284  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH1284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1284
 BH1284.The horizontal coordinates were scaled from a topographic map and have
 BH1284.an estimated accuracy of +/- 6 seconds.
 BH1284
 BH1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1284.The vertical order pertains to the NGVD 29 superseded value.
 BH1284
 BH1284.The geoid height was determined by GEOID03.
 BH1284
 BH1284;                    North         East    Units  Estimated Accuracy
 BH1284;SPC MS E     -   127,880.      210,300.      MT  (+/- 180 meters Scaled)
 BH1284
 BH1284                          SUPERSEDED SURVEY CONTROL
 BH1284
 BH1284  NGVD 29 (??/??/??)   39.225  (m)          128.69   (f) ADJUSTED    2 0
 BH1284
 BH1284.Superseded values are not recommended for survey control.
 BH1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1284.See file dsdata.txt to determine how the superseded data were derived.
 BH1284
 BH1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU346941(NAD 83)
 BH1284_MARKER: DB = BENCH MARK DISK
 BH1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1284_STAMPING: A 139 1943
 BH1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1284+STABILITY: SURFACE MOTION
 BH1284
 BH1284  HISTORY     - Date     Condition        Report By
 BH1284  HISTORY     - 1943     MONUMENTED       CGS
 BH1284  HISTORY     - 1970     GOOD             MSHD
 BH1284
 BH1284                          STATION DESCRIPTION
 BH1284
 BH1284'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BH1284'7.3 MI NW FROM CARRIERE.
 BH1284'THE MARK IS LOCATED 7.3 MILES NORTHWEST OF CARRIERE ON THE WEST
 BH1284'RIGHT-OF-WAY OF STATE HIGHWAY 43, 7.8 MILES WSW OF MCNEILL, 10.2 MILES
 BH1284'NORTHWEST OF PICAYUNE IN THE SE 1/4 OF SECTION 35, T 4S, R 18W. IT IS
 BH1284'31.5 FEET WEST OF THE CENTER OF HIGHWAY 43, 21 FEET NW OF THE WEST END
 BH1284'OF THE NORTH ONE OF TWO CONCRETE PIPE CULVERTS, 103 FEET SOUTH OF A
 BH1284'POWER LINE POLE, 0.5 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL
 BH1284'WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT
 BH1284'LEVEL WITH THE HIGHWAY AND PROJECTS 2 IN.  TO REACH FROM THE LUCIUS
 BH1284'OLEN CROSBY MEMORIAL HOSPITAL IN PICAYUNE GO WEST ON GOODYEAR
 BH1284'BOULEVARD (STATE HIGHWAY 43) FOR 0.7 MILE TO A T INTERSECTION.  TURN
 BH1284'RIGHT (NORTH) AND CONTINUE ON STATE HIGHWAY 43 FOR 1.8 MILES TO THE
 BH1284'JUNCTION OF NEW HIGHWAY 43.  CONTINUE WEST ON STATE HIGHWAY 43 FOR 2.8
 BH1284'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE ON STATE HIGHWAY 43
 BH1284'FOR 3.9 MILES TO A SIDE ROAD LEFT NEAR THE COMMUNITY OF CYBUR.
 BH1284'CONTINUE NORTH ON STATE HIGHWAY 43 FOR 1.7 MILES TO THE MARK ON THE
 BH1284'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0198 ***********************************************************************
 DJ0198  DESIGNATION -  A 14 10 RESET
 DJ0198  PID         -  DJ0198
 DJ0198  STATE/COUNTY-  MS/LOWNDES
 DJ0198  USGS QUAD   -  HAMILTON (1987)
 DJ0198
 DJ0198                         *CURRENT SURVEY CONTROL
 DJ0198  ___________________________________________________________________
 DJ0198* NAD 83(1993)-  33 38 05.98337(N)    088 27 12.74862(W)     ADJUSTED  
 DJ0198* NAVD 88     -        63.640  (meters)     208.79   (feet)  ADJUSTED  
 DJ0198  ___________________________________________________________________
 DJ0198  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DJ0198  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DJ0198  DYNAMIC HT  -          63.573 (meters)     208.57  (feet)  COMP
 DJ0198  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 DJ0198
 DJ0198  HORZ ORDER  -  SECOND
 DJ0198  VERT ORDER  -  SECOND    CLASS 0
 DJ0198
 DJ0198.The horizontal coordinates were established by classical geodetic methods
 DJ0198.and adjusted by the National Geodetic Survey in May 1994.
 DJ0198
 DJ0198.The orthometric height was determined by differential leveling
 DJ0198.and adjusted in June 1991.
 DJ0198
 DJ0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0198
 DJ0198.The geoid height was determined by GEOID03.
 DJ0198
 DJ0198.The dynamic height is computed by dividing the NAVD 88
 DJ0198.geopotential number by the normal gravity value computed on the
 DJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0198.degrees latitude (g = 980.6199 gals.).
 DJ0198
 DJ0198.The modeled gravity was interpolated from observed gravity values.
 DJ0198
 DJ0198;                    North         East     Units Scale Factor Converg.
 DJ0198;SPC MS E     -   458,527.944   335,234.705   MT  0.99996530   +0 12 37.3
 DJ0198;SPC MS E     - 1,504,353.76  1,099,849.19   sFT  0.99996530   +0 12 37.3
 DJ0198;UTM  16      - 3,722,633.472   365,191.582   MT  0.99982405   -0 48 18.9
 DJ0198
 DJ0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0198!SPC MS E     -   0.99999441  x   0.99996530  =   0.99995971
 DJ0198!UTM  16      -   0.99999441  x   0.99982405  =   0.99981846
 DJ0198
 DJ0198|---------------------------------------------------------------------|
 DJ0198| PID    Reference Object                     Distance      Geod. Az  |
 DJ0198|                                                           dddmmss.s |
 DJ0198| CF9278 A 14 10 RM 1                         30.404 METERS 05810     |
 DJ0198| DJ1812 COLUMBUS AFB TANK BCN               APPROX. 0.9 KM 1031236.2 |
 DJ0198| CF9276 A 14 10 AZ MK                                      1742548.3 |
 DJ0198| CF9277 A 14 10 AZ MK RESET                                1751344.1 |
 DJ0198| CF9279 A 14 10 RM 3                         28.965 METERS 17544     |
 DJ0198| DJ0197 Q 178                                42.770 METERS 17646     |
 DJ0198|---------------------------------------------------------------------|
 DJ0198
 DJ0198                          SUPERSEDED SURVEY CONTROL
 DJ0198
 DJ0198  NAD 83(1993)-  33 38 05.98811(N)    088 27 12.74716(W) AD(       ) 2
 DJ0198  NAD 83(1986)-  33 38 05.99092(N)    088 27 12.74841(W) AD(       ) 2
 DJ0198  NAD 27      -  33 38 05.57000(N)    088 27 12.60200(W) AD(       ) 2
 DJ0198  NGVD 29 (??/??/92)   63.63   (m)          208.8    (f) COMPUTED    2 0
 DJ0198
 DJ0198.Superseded values are not recommended for survey control.
 DJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0198.See file dsdata.txt to determine how the superseded data were derived.
 DJ0198
 DJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6519222633(NAD 83)
 DJ0198_MARKER: DD = SURVEY DISK
 DJ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0198_STAMPING: A-14-10
 DJ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0198+STABILITY: SURFACE MOTION
 DJ0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0198+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2008
 DJ0198
 DJ0198  HISTORY     - Date     Condition        Report By
 DJ0198  HISTORY     - 1949     MONUMENTED       USE
 DJ0198  HISTORY     - 1960     GOOD             CGS
 DJ0198  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0198  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DJ0198  HISTORY     - 1965     GOOD             CGS
 DJ0198  HISTORY     - 1965     MARK NOT FOUND   NGS
 DJ0198  HISTORY     - 1980     GOOD             MSSU
 DJ0198  HISTORY     - 20080119 GOOD             MAPTEC
 DJ0198
 DJ0198                          STATION DESCRIPTION
 DJ0198
 DJ0198'DESCRIBED BY US ENGINEERS 1949 (VRS)
 DJ0198'THE STATION IS LOCATED 10 MILES NORTH OF COLUMBUS ON THE
 DJ0198'COLUMBUS ARMY AIR BASE, 0.9 MILE NORTH OF THE
 DJ0198'GATE AT THE ENTRANCE TO THE AIR BASE, 132 FEET WEST OF THE
 DJ0198'SOUTHWEST CORNER OF A CONCRETE RUNWAY, 118 FEET NORTH OF THE
 DJ0198'CENTER OF A T INTERSECTION OF A NORTH-SOUTH PAVED ROAD AND A EAST
 DJ0198'PAVED ROAD, 113 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 DJ0198'ROAD, AND 53 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 DJ0198'ROAD.
 DJ0198'
 DJ0198'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.3
 DJ0198'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DJ0198'
 DJ0198'THE STATION MARK IS A USE TRA STA DISK STAMPED A 14-10 SET IN A
 DJ0198'CONCRETE POST THAT IS 6 INCHES IN DIAMETER AND PROJECT 3 INCHES.
 DJ0198'
 DJ0198'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE SOUTHWEST CORNER
 DJ0198'OF THE CONCRETE RUNWAY.  IT IS FLUSH WITH THE GROUND, AND
 DJ0198'THE DISK IS STAMPED A 14-10 NO 1 1949.
 DJ0198'
 DJ0198'BENCH MARK Q 178 IS 58 FEET SOUTHEAST OF THE T INTERSECTION,
 DJ0198'30 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, AND 2
 DJ0198'FEET NORTH OF A WITNESS POST.  IT IS A USC AND GS BM DISK, STAMPED
 DJ0198'Q 178 1946 AND SET IN THE CENTER OF A 10-INCH SQUARE CONCRETE
 DJ0198'POST THAT PROJECTS 3 INCHES.
 DJ0198'
 DJ0198'THE AZIMUTH MARK IS 52 FEET EAST OF THE CENTERLINE OF A PAVED
 DJ0198'ROAD, 17 FEET NORTH OF A ROW CONCRETE POST, AND 5 FEET NORTH OF A
 DJ0198'WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 DJ0198'A 14-10 1949.
 DJ0198'
 DJ0198'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET IN
 DJ0198'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DJ0198'
 DJ0198'HEIGHT OF LIGHT OF ABOVE STATION MARK 30 METERS.
 DJ0198
 DJ0198                          STATION RECOVERY (1960)
 DJ0198
 DJ0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ0198'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 DJ0198'IN GOOD CONDITION.  THE AZIMUTH MARK AND BENCH MARK Q 178
 DJ0198'HAVE BEEN DESTROYED BY CONSTRUCTION WORK.  A NEW AZIMUTH MARK AND
 DJ0198'REFERENCE MARK NO. 3 WERE ESTABLISHED BY THIS PARTY .  A NEW
 DJ0198'DESCRIPTION FOLLOWS.
 DJ0198'
 DJ0198'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF COLUMBUS ON THE
 DJ0198'COLUMBUS AIR FORCE BASE.
 DJ0198'
 DJ0198'TO REACH THE STATION FROM THE GATE AT THE ENTRANCE TO THE
 DJ0198'AIR BASE, GO NORTH FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 DJ0198'RIGHT, CONTINUE NORTH FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DJ0198'
 DJ0198'STATION MARK IS 264 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DJ0198'A STANDARD GAS STATION, 152 FEET NORTHEAST OF THE NORTHEAST CORNER
 DJ0198'OF A BRICK HOUSE AT 101 ABERDEEN AVE., 117 FEET NORTH OF THE
 DJ0198'CENTER OF A T-INTERSECTION AND 53 FEET EAST OF THE CENTER OF
 DJ0198'A PAVED ROAD.  THE MARK IS A USE TRA STA DISK SET IN A
 DJ0198'CONCRETE POST, SET FLUSH AND IS STAMPED A 14-10.
 DJ0198'
 DJ0198'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DJ0198'THE CONCRETE RUNWAY.  THE MARK IS A STANDARD DISK SET IN A
 DJ0198'CONCRETE POST, SET FLUSH, AND IS STAMPED A 14-10 NO 1 1949.
 DJ0198'
 DJ0198'REFERENCE MARK NO. 3 IS 51 FEET EAST OF THE CENTER OF A PAVED
 DJ0198'ROAD, 17 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 2 FEET NORTH
 DJ0198'OF THE CURB.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST,
 DJ0198'SET FLUSH, AND IS STAMPED A 14-10 N0 3 1949.
 DJ0198'
 DJ0198'AZIMUTH MARK IS 46 FEET NORTH OF THE CENTER OF THE NORTH ENTRANCE TO
 DJ0198'THE PARKING LOT OF THE OFFICERS CLUB, 33 FEET EAST OF THE CENTER OF
 DJ0198'THE PAVED ROAD AND 6 INCHES SOUTH OF THE NORTH END OF THE
 DJ0198'CULVERT.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN A
 DJ0198'CONCRETE CULVERT, SET FLUSH, AND IS STAMPED A 14-10 1949 RESET
 DJ0198'1960.
 DJ0198'
 DJ0198'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DJ0198
 DJ0198                          STATION RECOVERY (1963)
 DJ0198
 DJ0198'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0198'6.7 MI S FROM HAMILTON.
 DJ0198'ABOUT 6.7 MILES SOUTH ALONG OLD U. S. HIGHWAY 45 (LEADING TO COLUMBUS
 DJ0198'THROUGH THE COLUMBUS ARMY AIR FIELD) FROM THE FRISCO RAILROAD STATION
 DJ0198'AT HAMILTON, 1.7 MILES SOUTH OF THE NORTH ENTRANCE TO THE FIELD, 0.5
 DJ0198'MILE EAST OF THE MAIN HANGAR, ACROSS THE HIGHWAY FROM THE SKEET RANGE,
 DJ0198'156 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WARM UP STRIP,
 DJ0198'113 FEET NORTH OF FIRST STREET, 53.3 FEET EAST OF THE CENTER OF THE
 DJ0198'HIGHWAY.  A USE BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 DJ0198'PROJECTING 5 INCHES.
 DJ0198
 DJ0198                          STATION RECOVERY (1964)
 DJ0198
 DJ0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 DJ0198'THE STATION WAS VISITED 7-21-64 AND THE STATION SURFACE MARK
 DJ0198'WAS FOUND DESTROYED, WITH ONLY THE HOLE FORMED FROM THE SHANK
 DJ0198'OF THE DISK VISIBLE.  SINCE THIS WAS A CORPS OF ENGINEERS
 DJ0198'STATION THERE WAS NO UNDERGROUND MARK ORIGINALLY ESTABLISHED.
 DJ0198'THE AZIMUTH MARK RESET 1960, REFERENCE MARK NO. 1 AND
 DJ0198'NO. 3 WERE FOUND IN GOOD CONDITION.  FROM THE HORIZONTAL
 DJ0198'MEASUREMENTS TO THE REFERENCE MARKS, AND THE DIRECTIONS TO THE
 DJ0198'AIR FORCE BASE WATER TANK, AZIMUTH MARK AND THE REFERENCE
 DJ0198'MARKS A NEW SURFACE AND UNDERGROUND DISK WERE ESTABLISHED.  A
 DJ0198'NEW DESCRIPTIONS FOLLOWS-
 DJ0198'
 DJ0198'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF COLUMBUS,
 DJ0198'AT THE WEST EDGE OF THE COLUMBUS AIR FORCE BASE, 0.25 MILE
 DJ0198'NORTH OF THE OFFICERS CLUB, 264 FEET NW OF THE NW CORNER
 DJ0198'OF THE STANDARD SERVICE STATION, 152 FEET NE OF THE NE
 DJ0198'CORNER OF BRICK HOUSE 101 ABERDEEN AVE. 117 FEET NORTH OF THE
 DJ0198'CENTER OF T INTERSECTION OF STREETS, 112 FEET NORTH OF THE
 DJ0198'CENTER OF THE EAST-WEST STREET, 53 FEET EAST OF THE CENTER OF MAIN
 DJ0198'STREET, 132 FEET WSW OF THE SW CORNER OF A TAXI STRIP OF THE
 DJ0198'AIR BASE, 23 FEET ESE OF A POWER POLE, ON A RAISED AREA ABOUT
 DJ0198'A FOOT HIGHER THAN THE SURROUNDING AREA.  IT IS A
 DJ0198'STANDARD DISK, STAMPED A 14-10 (USE) 1949 1964 FLUSH.
 DJ0198'
 DJ0198'REFERENCE MARK NO. 1 IS 99.75 FEET NE OF THE STATION, 143
 DJ0198'FEET EAST OF THE CENTER OF THE N-S STREET., 163 FEET N. OF
 DJ0198'THE CENTER OF THE E-W STREET, AND 36 FEET W OF THE SW
 DJ0198'CORNER OF THE TAXI STRIP.  IT IS A STANDARD DISK STAMPED
 DJ0198'A 14-10 USE 1949.  FLUSH.
 DJ0198'
 DJ0198'REFERENCE MARK NO. 3 IS 95.03 FEET S. OF THE STATION, 51
 DJ0198'FEET E. OF THE CENTER OF A N-S STREET, 17 FEET N. OF AN
 DJ0198'E-W STREET, 2 FEET N. OF THE CURB.  IT IS A STANDARD DISK, STAMPED
 DJ0198'A 14-1O USE 1949.  FLUSH.
 DJ0198'
 DJ0198'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, AT THE
 DJ0198'JUNCTION OF MAIN STREET AND LOWNDES STREETS, 32 FEET E.
 DJ0198'OF THE CENTER OF MAIN STREET, 43 FEET N. OF THE CENTER OF THE
 DJ0198'ENTRANCE TO THE PARKING LOT TO THE OFFICERS CLUB, AND 67
 DJ0198'FEET NORTH OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED
 DJ0198'A 14-10 USE 1949 RESET 1960, SET IN A DRILL HOLE IN THE
 DJ0198'NORTH END OF THE EAST HEADWALL FOR AN 18-INCH CULVERT.
 DJ0198'
 DJ0198'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE COLUMBUS
 DJ0198'AIR FORCE BASE GO NORTH ON MAIN STREET FOR 0.6 MILE TO THE AZIMUTH
 DJ0198'MARK ON THE RIGHT CONTINUE NORTH FOR 0.25 MILE TO THE STATION ON
 DJ0198'THE RIGHT.
 DJ0198
 DJ0198                          STATION RECOVERY (1965)
 DJ0198
 DJ0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 DJ0198'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 DJ0198'GOOD CONDITION.  THE 1960 DESCRIPTION IS COMPLETE WITH
 DJ0198'THE FOLLOWING CHANGE.
 DJ0198'
 DJ0198'1.  THE STATION MARK IS STAMPED A14-10 1949 1964.
 DJ0198
 DJ0198                          STATION RECOVERY (1965)
 DJ0198
 DJ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DJ0198'MARK NOT FOUND.
 DJ0198
 DJ0198                          STATION RECOVERY (1980)
 DJ0198
 DJ0198'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ0198'STATION, REFERENCE MARKS 1, 3, AND AZIMUTH MARK RECOVERED IN GOOD
 DJ0198'CONDITION.
 DJ0198
 DJ0198                          STATION RECOVERY (2008)
 DJ0198
 DJ0198'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 DJ0198'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1295 ***********************************************************************
 BH1295  DESIGNATION -  A 140
 BH1295  PID         -  BH1295
 BH1295  STATE/COUNTY-  MS/PEARL RIVER
 BH1295  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1295
 BH1295                         *CURRENT SURVEY CONTROL
 BH1295  ___________________________________________________________________
 BH1295* NAD 83(1986)-  30 47 57.     (N)    089 46 31.     (W)     SCALED    
 BH1295* NAVD 88     -        25.85   (+/-2cm)      84.8    (feet)  VERTCON   
 BH1295  ___________________________________________________________________
 BH1295  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BH1295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1295
 BH1295.The horizontal coordinates were scaled from a topographic map and have
 BH1295.an estimated accuracy of +/- 6 seconds.
 BH1295
 BH1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1295.The vertical order pertains to the NGVD 29 superseded value.
 BH1295
 BH1295.The geoid height was determined by GEOID03.
 BH1295
 BH1295;                    North         East    Units  Estimated Accuracy
 BH1295;SPC MS E     -   144,390.      209,860.      MT  (+/- 180 meters Scaled)
 BH1295
 BH1295                          SUPERSEDED SURVEY CONTROL
 BH1295
 BH1295  NGVD 29 (??/??/??)   25.929  (m)           85.07   (f) ADJUSTED    2 0
 BH1295
 BH1295.Superseded values are not recommended for survey control.
 BH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1295.See file dsdata.txt to determine how the superseded data were derived.
 BH1295
 BH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV344106(NAD 83)
 BH1295_MARKER: DB = BENCH MARK DISK
 BH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1295+STABILITY: SURFACE MOTION
 BH1295
 BH1295  HISTORY     - Date     Condition        Report By
 BH1295  HISTORY     - UNK      MONUMENTED       CGS
 BH1295  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH1295
 BH1295                          STATION DESCRIPTION
 BH1295
 BH1295'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1295'22.45 MI NW FROM PICAYUNE.
 BH1295'THE MARK IS LOCATED-- 22.45 MILES NW ALONG STATE HWY. 43 AND THE RIVER
 BH1295'RD. FROM THE SOUTHERN RAILROAD STATION IN PICAYUNE, 0.8 MILES NORTH OF
 BH1295'THE JUNCTION OF STATE HWY. 26 AND 43, OPPOSITE A PRIVATE DRIVEWAY
 BH1295'LEADING WEST AND BETWEEN THE HWY. AND AN OLD BARN.  IT IS 28 FT. EAST
 BH1295'OF THE CENTER OF THE HIGHWAY, 18 FT. NW OF A FENCE CORNER, 35 FT. NW
 BH1295'OF THE NORTH END OF A GATE, AND 70 FT. EAST OF A POWER POLE ACROSS THE
 BH1295'RD. NEAR A FENCE CORNER.  IT IS STANDARD DISK SET IN THE TOP OF A
 BH1295'6-INCH SQUARE CONCRETE POST PROJECTED 4 INCHES AND ABOUT LEVEL WITH
 BH1295'THE ROAD.  NOTE-- THE OLD BARN MENTIONED IN THE 1958 DESCRIPTION IS
 BH1295'GONE.  A POWER POLE PUT THE LOCATION OF THE MARK IN THE HWY. DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0786 ***********************************************************************
 BV0786  DESIGNATION -  A 142
 BV0786  PID         -  BV0786
 BV0786  STATE/COUNTY-  MS/PERRY
 BV0786  USGS QUAD   -  NEW AUGUSTA (1983)
 BV0786
 BV0786                         *CURRENT SURVEY CONTROL
 BV0786  ___________________________________________________________________
 BV0786* NAD 83(1986)-  31 10 22.     (N)    089 01 51.     (W)     SCALED    
 BV0786* NAVD 88     -        83.72   (+/-2cm)     274.7    (feet)  VERTCON   
 BV0786  ___________________________________________________________________
 BV0786  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BV0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0786
 BV0786.The horizontal coordinates were scaled from a topographic map and have
 BV0786.an estimated accuracy of +/- 6 seconds.
 BV0786
 BV0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0786.The vertical order pertains to the NGVD 29 superseded value.
 BV0786
 BV0786.The geoid height was determined by GEOID03.
 BV0786
 BV0786;                    North         East    Units  Estimated Accuracy
 BV0786;SPC MS E     -   185,450.      281,170.      MT  (+/- 180 meters Scaled)
 BV0786
 BV0786                          SUPERSEDED SURVEY CONTROL
 BV0786
 BV0786  NGVD 29 (??/??/92)   83.73   (m)          274.7    (f) COMPUTED    2 0
 BV0786
 BV0786.Superseded values are not recommended for survey control.
 BV0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0786.See file dsdata.txt to determine how the superseded data were derived.
 BV0786
 BV0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV064505(NAD 83)
 BV0786_MARKER: DB = BENCH MARK DISK
 BV0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0786_STAMPING: A 142 1943
 BV0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0786+STABILITY: SURFACE MOTION
 BV0786
 BV0786  HISTORY     - Date     Condition        Report By
 BV0786  HISTORY     - 1943     MONUMENTED       CGS
 BV0786  HISTORY     - 1958     GOOD             NGS
 BV0786
 BV0786                          STATION DESCRIPTION
 BV0786
 BV0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0786'2.35 MI S FROM NEW AUGUSTA.
 BV0786'LOCATED 2.35 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BV0786'IN NEW AUGUSTA IN THE SOUTHWEST ANGLE OF THE JUNCTION WITH DESOTA
 BV0786'NATIONAL FOREST ROAD NO. 305, 96 FEET SOUTHEAST OF ROAD NO. 305, 34
 BV0786'FEET WEST OF STATE HIGHWAY 29, 36 FEET EAST-SOUTHEAST OF A 10-INCH OAK
 BV0786'TREE AND 200 FEET SOUTH OF THE JUNCTION OF THE ROADS.  IT IS A
 BV0786'STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST
 BV0786'PROJECTING 4 INCHES AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0500 ***********************************************************************
 BH0500  DESIGNATION -  A 143
 BH0500  PID         -  BH0500
 BH0500  STATE/COUNTY-  MS/PERRY
 BH0500  USGS QUAD   -  AVENT (1982)
 BH0500
 BH0500                         *CURRENT SURVEY CONTROL
 BH0500  ___________________________________________________________________
 BH0500* NAD 83(1986)-  30 58 54.     (N)    088 51 46.     (W)     SCALED    
 BH0500* NAVD 88     -        32.45   (+/-2cm)     106.5    (feet)  VERTCON   
 BH0500  ___________________________________________________________________
 BH0500  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0500
 BH0500.The horizontal coordinates were scaled from a topographic map and have
 BH0500.an estimated accuracy of +/- 6 seconds.
 BH0500
 BH0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0500.The vertical order pertains to the NGVD 29 superseded value.
 BH0500
 BH0500.The geoid height was determined by GEOID03.
 BH0500
 BH0500;                    North         East    Units  Estimated Accuracy
 BH0500;SPC MS E     -   164,250.      297,190.      MT  (+/- 180 meters Scaled)
 BH0500
 BH0500                          SUPERSEDED SURVEY CONTROL
 BH0500
 BH0500  NGVD 29 (??/??/??)   32.451  (m)          106.47   (f) ADJUSTED    2 0
 BH0500
 BH0500.Superseded values are not recommended for survey control.
 BH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0500.See file dsdata.txt to determine how the superseded data were derived.
 BH0500
 BH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV221290(NAD 83)
 BH0500_MARKER: DB = BENCH MARK DISK
 BH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0500_STAMPING: A 143 1943
 BH0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0500+STABILITY: SURFACE MOTION
 BH0500
 BH0500  HISTORY     - Date     Condition        Report By
 BH0500  HISTORY     - 1943     MONUMENTED       CGS
 BH0500  HISTORY     - 1958     GOOD             CGS
 BH0500  HISTORY     - 1964     GOOD             USGS
 BH0500
 BH0500                          STATION DESCRIPTION
 BH0500
 BH0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0500'5.7 MI SW FROM LEAF.
 BH0500'LOCATED 5.7 MILES SOUTHWEST ALONG DESOTA NATIONAL FOREST ROAD NO. 309
 BH0500'FROM THE POST OFFICE IN LEAF, 2.1 MILES SOUTHWEST OF THE LEAF LOOKOUT
 BH0500'TOWER, AND 275 FEET SOUTHWEST OF THE BRIDGE OVER WATER PRONG CREEK. IT
 BH0500'IS 40 FEET NORTHWEST OF THE CENTER OF THE ROAD, 3 FEET NORTHEAST OF A
 BH0500'10-INCH PINE TREE, 27 FEET WEST OF AN 18-INCH PINE TREE AND 10 FEET
 BH0500'SOUTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BH0500'6-INCH SQUARE PRECAST CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 BH0500'LEVEL WITH THE ROAD.
 BH0500
 BH0500                          STATION RECOVERY (1964)
 BH0500
 BH0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BH0500'IT IS 71 FEET SOUTHWEST OF A NEW CONCRETE BRIDGE, 10 FEET SOUTH OF A
 BH0500'TELEPHONE POLE AND 3 FEET NORTHEAST OF AN 18-INCH PINE TREE. 3 FEET
 BH0500'BELOW THE LEVEL OF THE ROAD AND PROJECTS 3 INCHES. A METAL WITNESS
 BH0500'POST WAS SET 1.0 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2799 ***********************************************************************
 EH2799  DESIGNATION -  A 1448
 EH2799  PID         -  EH2799
 EH2799  STATE/COUNTY-  MS/COAHOMA
 EH2799  USGS QUAD   -  MATTSON (1967)
 EH2799
 EH2799                         *CURRENT SURVEY CONTROL
 EH2799  ___________________________________________________________________
 EH2799* NAD 83(1993)-  34 02 30.07403(N)    090 37 30.05727(W)     ADJUSTED  
 EH2799* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 EH2799  ___________________________________________________________________
 EH2799  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 EH2799  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EH2799  HORZ ORDER  -  SECOND
 EH2799
 EH2799.The horizontal coordinates were established by classical geodetic methods
 EH2799.and adjusted by the National Geodetic Survey in May 1994.
 EH2799
 EH2799.The orthometric height was scaled from a topographic map.
 EH2799
 EH2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2799
 EH2799.The geoid height was determined by GEOID03.
 EH2799
 EH2799;                    North         East     Units Scale Factor Converg.
 EH2799;SPC MS W     -   503,609.426   673,067.441   MT  0.99995894   -0 09 47.8
 EH2799;SPC MS W     - 1,652,258.59  2,208,222.10   sFT  0.99995894   -0 09 47.8
 EH2799;UTM  15      - 3,769,322.727   719,241.059   MT  1.00019256   +1 19 48.1
 EH2799
 EH2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2799!SPC MS W     -   0.99999661  x   0.99995894  =   0.99995555
 EH2799!UTM  15      -   0.99999661  x   1.00019256  =   1.00018917
 EH2799
 EH2799                          SUPERSEDED SURVEY CONTROL
 EH2799
 EH2799  NAD 83(1986)-  34 02 30.08394(N)    090 37 30.05498(W) AD(       ) 2
 EH2799  NAD 27      -  34 02 29.68480(N)    090 37 29.70340(W) AD(       ) 2
 EH2799
 EH2799.Superseded values are not recommended for survey control.
 EH2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2799.See file dsdata.txt to determine how the superseded data were derived.
 EH2799
 EH2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1924169323(NAD 83)
 EH2799_MARKER: P = PIPE CAP
 EH2799_SETTING: 0 = UNSPECIFIED SETTING
 EH2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2799
 EH2799  HISTORY     - Date     Condition        Report By
 EH2799  HISTORY     - 1957     MONUMENTED       USE
 EH2799
 EH2799                          STATION DESCRIPTION
 EH2799
 EH2799'DESCRIBED BY US ENGINEERS 1957 (FAR)
 EH2799'THE STATION IS ON THE GROUNDS OF THE SUNFLOWER CONSOLIDATED
 EH2799'SCHOOL, 300 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 EH2799'OF SCHOOL BUILDING, 160 FEET SOUTH-SOUTHEAST OF THE JUNCTION
 EH2799'OF A ROAD WHICH LEADS WEST FROM THE SURFACED ROAD AND 21 FEET
 EH2799'EAST OF THE CENTER OF SURFACED ROAD.
 EH2799'
 EH2799'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EH2799'SUNFLOWER, DISTANCE BEING 90.87 FEET (27.696 METERS)
 EH2799'NORTH-NORTHWEST OF STATION SUNFLOWER.  THE MARK IS A U.S.
 EH2799'ENGINEER DEPARTMENT OF VICKSBURG DISTRICT DISK STAMPED A-1448,
 EH2799'BOLTED TO THE TOP OF A 1-1/2 INCH PIPE WHICH PROJECTS 6
 EH2799'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0573 ***********************************************************************
 BH0573  DESIGNATION -  A 145
 BH0573  PID         -  BH0573
 BH0573  STATE/COUNTY-  MS/HARRISON
 BH0573  USGS QUAD   -  WHITE PLAINS (1982)
 BH0573
 BH0573                         *CURRENT SURVEY CONTROL
 BH0573  ___________________________________________________________________
 BH0573* NAD 83(1986)-  30 32 13.     (N)    088 57 24.     (W)     SCALED    
 BH0573* NAVD 88     -        21.00   (+/-2cm)      68.9    (feet)  VERTCON   
 BH0573  ___________________________________________________________________
 BH0573  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0573
 BH0573.The horizontal coordinates were scaled from a topographic map and have
 BH0573.an estimated accuracy of +/- 6 seconds.
 BH0573
 BH0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0573.The vertical order pertains to the NGVD 29 superseded value.
 BH0573
 BH0573.The geoid height was determined by GEOID03.
 BH0573
 BH0573;                    North         East    Units  Estimated Accuracy
 BH0573;SPC MS E     -   114,950.      288,170.      MT  (+/- 180 meters Scaled)
 BH0573
 BH0573                          SUPERSEDED SURVEY CONTROL
 BH0573
 BH0573  NGVD 29 (??/??/??)   20.972  (m)           68.81   (f) ADJUSTED    2 0
 BH0573
 BH0573.Superseded values are not recommended for survey control.
 BH0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0573.See file dsdata.txt to determine how the superseded data were derived.
 BH0573
 BH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU122799(NAD 83)
 BH0573_MARKER: DB = BENCH MARK DISK
 BH0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0573_STAMPING: A 145 1943
 BH0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0573+STABILITY: SURFACE MOTION
 BH0573
 BH0573  HISTORY     - Date     Condition        Report By
 BH0573  HISTORY     - 1943     MONUMENTED       CGS
 BH0573  HISTORY     - 1972     GOOD             MSHD
 BH0573
 BH0573                          STATION DESCRIPTION
 BH0573
 BH0573'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0573'10.3 MI NW FROM BILOXI.
 BH0573'THE MARK IS LOCATED 10.3 MILES NORTHWEST OF BILOXI ON THE NORTHWEST
 BH0573'SIDE OF A COUNTY ROAD ABOUT 0.8 MILES SOUTHWEST OF A CONCRETE BRIDGE
 BH0573'OVER THE TUXACHAINIE CREEK IN THE NORTHEAST 1/4 OF SECTION 11, T 6S, R
 BH0573'10W.  IT IS 35 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 BH0573'NORTHWEST OF A FENCE, 9.5 FEET NORTHWEST OF A 12 INCH BLAZED PINE, 8
 BH0573'FEET SOUTHEAST OF ANOTHER 12 INCH BLAZED PINE, 51 FEET SOUTHWEST OF A
 BH0573'19 INCH BLAZED PINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, SET IN
 BH0573'THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL
 BH0573'OF THE ROAD AND PROJECTS 7 INCHES.  TO REACH FROM THE BRIDGE OVER I-10
 BH0573'ABOUT 4 MILES NORTH OF BILOXI GO NORTH ON STATE HIGHWAY 67 AND 15 FOR
 BH0573'1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 15. CONTINUE NORTH AND WEST
 BH0573'ON STATE HIGHWAY 67 FOR 5.8 MILES TO A CROSSROAD. TURN RIGHT AND GO
 BH0573'EAST ON A BLACK TOP ROAD FOR 0.9 MILES TO A FORK. TAKE THE LEFT FORK
 BH0573'AND GO NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0590 ***********************************************************************
 BH0590  DESIGNATION -  A 146
 BH0590  PID         -  BH0590
 BH0590  STATE/COUNTY-  MS/STONE
 BH0590  USGS QUAD   -  BEATRICE (1982)
 BH0590
 BH0590                         *CURRENT SURVEY CONTROL
 BH0590  ___________________________________________________________________
 BH0590* NAD 83(1986)-  30 40 36.     (N)    088 57 58.     (W)     SCALED    
 BH0590* NAVD 88     -        46.45   (+/-2cm)     152.4    (feet)  VERTCON   
 BH0590  ___________________________________________________________________
 BH0590  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0590
 BH0590.The horizontal coordinates were scaled from a topographic map and have
 BH0590.an estimated accuracy of +/- 6 seconds.
 BH0590
 BH0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0590.The vertical order pertains to the NGVD 29 superseded value.
 BH0590
 BH0590.The geoid height was determined by GEOID03.
 BH0590
 BH0590;                    North         East    Units  Estimated Accuracy
 BH0590;SPC MS E     -   130,440.      287,280.      MT  (+/- 180 meters Scaled)
 BH0590
 BH0590                          SUPERSEDED SURVEY CONTROL
 BH0590
 BH0590  NGVD 29 (??/??/??)   46.440  (m)          152.36   (f) ADJUSTED    2 0
 BH0590
 BH0590.Superseded values are not recommended for survey control.
 BH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0590.See file dsdata.txt to determine how the superseded data were derived.
 BH0590
 BH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU116954(NAD 83)
 BH0590_MARKER: DB = BENCH MARK DISK
 BH0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0590_STAMPING: A 146 1943
 BH0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0590+STABILITY: SURFACE MOTION
 BH0590
 BH0590  HISTORY     - Date     Condition        Report By
 BH0590  HISTORY     - 1943     MONUMENTED       CGS
 BH0590  HISTORY     - 1971     GOOD             MSHD
 BH0590
 BH0590                          STATION DESCRIPTION
 BH0590
 BH0590'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0590'12.5 MI SE FROM PERKINSTON.
 BH0590'THE MARK IS LOCATED 12.5 MILES SOUTHEAST OF PERKINSTON, 10.5 MILES
 BH0590'EAST-SOUTHEAST OF MCHENRY IN THE SOUTHWEST 1/4 OF SECTION 23, T 4S, R
 BH0590'10W.  IT IS 35 FEET EAST OF THE CENTER OF U.S. FOREST ROAD NO 417, 77
 BH0590'FEET SOUTHEAST OF THE JUNCTION OF A DITCH LEADING NORTHEAST WITH THE
 BH0590'EAST ROAD DITCH, 9 FEET NORTHWEST OF A BLAZED 13 INCH PINE, 7 FEET
 BH0590'NORTHEAST OF A 12 INCH BLAZED PINE, 1 FOOT EAST OF A METAL WITNESS
 BH0590'POST., SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL
 BH0590'WITH THE ROAD AND PROJECTS 6 INCHES.  TO REACH FROM THE OVERPASS AT
 BH0590'PERKINSTON GO SOUTH ON U.S. HIGHWAY 49 FOR 1.5 MILES TO A CROSSROAD.
 BH0590'TURN LEFT AND GO SOUTHEAST ON A BLACK TOP ROAD FOR 2.8 MILES TO
 BH0590'ANOTHER CROSSROAD.  TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 1.5
 BH0590'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST ON A BLACK TOP ROAD
 BH0590'FOR 4.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 BH0590'GRAVELED ROAD FOR 2 MILES TO A T INTERSECTION.  TURN LEFT AND GO EAST
 BH0590'ON U.S. FOREST ROAD NO 401 FOR 3.6 MILES TO THE JUNCTION OF U.S.
 BH0590'FOREST ROAD NO 417.  TURN RIGHT AND GO SOUTH ON U.S. FOREST ROAD FOR 1
 BH0590'MILE TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON U.S. FOREST ROAD FOR
 BH0590'0.45 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0528 ***********************************************************************
 BH0528  DESIGNATION -  A 147
 BH0528  PID         -  BH0528
 BH0528  STATE/COUNTY-  MS/GEORGE
 BH0528  USGS QUAD   -  BENNDALE (1982)
 BH0528
 BH0528                         *CURRENT SURVEY CONTROL
 BH0528  ___________________________________________________________________
 BH0528* NAD 83(1986)-  30 50 55.     (N)    088 47 23.     (W)     SCALED    
 BH0528* NAVD 88     -        49.44   (+/-2cm)     162.2    (feet)  VERTCON   
 BH0528  ___________________________________________________________________
 BH0528  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0528
 BH0528.The horizontal coordinates were scaled from a topographic map and have
 BH0528.an estimated accuracy of +/- 6 seconds.
 BH0528
 BH0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0528.The vertical order pertains to the NGVD 29 superseded value.
 BH0528
 BH0528.The geoid height was determined by GEOID03.
 BH0528
 BH0528;                    North         East    Units  Estimated Accuracy
 BH0528;SPC MS E     -   149,490.      304,170.      MT  (+/- 180 meters Scaled)
 BH0528
 BH0528                          SUPERSEDED SURVEY CONTROL
 BH0528
 BH0528  NGVD 29 (??/??/??)   49.432  (m)          162.18   (f) ADJUSTED    2 0
 BH0528
 BH0528.Superseded values are not recommended for survey control.
 BH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0528.See file dsdata.txt to determine how the superseded data were derived.
 BH0528
 BH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV288141(NAD 83)
 BH0528_MARKER: DB = BENCH MARK DISK
 BH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0528_STAMPING: A 147 1943
 BH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0528+STABILITY: SURFACE MOTION
 BH0528
 BH0528  HISTORY     - Date     Condition        Report By
 BH0528  HISTORY     - 1943     MONUMENTED       CGS
 BH0528  HISTORY     - 1971     GOOD             MSHD
 BH0528
 BH0528                          STATION DESCRIPTION
 BH0528
 BH0528'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0528'13.2 MI SW FROM LUCEDALE.
 BH0528'THE MARK IS LOCATED 13.2 MILES SOUTHWEST OF LUCEDALE, 1.8 MILES
 BH0528'SOUTHEAST OF THE COMMUNITY OF BENNDALE NEAR THE EAST R.O.W. OF STATE
 BH0528'HIGHWAY 57, ON LAND OWNED BY MR. P. COOLEY, IN THE NORTHEAST 1/4 OF
 BH0528'SECTION 28, T 2S, R 8W.  IT IS 37 FEET NORTHEAST OF THE CENTER OF
 BH0528'HIGHWAY 57, 70 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY, 10 FEET
 BH0528'NORTHWEST OF THE CENTER OF AN ABANDONED DRIVEWAY, 28.5 FEET EAST OF A
 BH0528'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 26 FEET NORTHWEST OF A
 BH0528'FENCE CORNER, 34 FEET SOUTHWEST OF A 9-INCH PECAN, 2 FEET NORTHEAST OF
 BH0528'A FENCE AND A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 6-INCH
 BH0528'SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 BH0528'PROJECTS 6 INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH0528'LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF
 BH0528'STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26
 BH0528'FOR 14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY 57 IN BENNDALE.
 BH0528'TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 57 FOR 2.1 MILES TO A
 BH0528'DRIVEWAY LEADING TO A HOUSE ABOUT 200 YARDS OFF THE HIGHWAY AND THE
 BH0528'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0551 ***********************************************************************
 BH0551  DESIGNATION -  A 148
 BH0551  PID         -  BH0551
 BH0551  STATE/COUNTY-  MS/PERRY
 BH0551  USGS QUAD   -  AVENT (1982)
 BH0551
 BH0551                         *CURRENT SURVEY CONTROL
 BH0551  ___________________________________________________________________
 BH0551* NAD 83(1986)-  30 55 18.     (N)    088 50 19.     (W)     SCALED    
 BH0551* NAVD 88     -        68.38   (+/-2cm)     224.3    (feet)  VERTCON   
 BH0551  ___________________________________________________________________
 BH0551  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0551
 BH0551.The horizontal coordinates were scaled from a topographic map and have
 BH0551.an estimated accuracy of +/- 6 seconds.
 BH0551
 BH0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0551.The vertical order pertains to the NGVD 29 superseded value.
 BH0551
 BH0551.The geoid height was determined by GEOID03.
 BH0551
 BH0551;                    North         East    Units  Estimated Accuracy
 BH0551;SPC MS E     -   157,590.      299,500.      MT  (+/- 180 meters Scaled)
 BH0551
 BH0551                          SUPERSEDED SURVEY CONTROL
 BH0551
 BH0551  NGVD 29 (??/??/??)   68.377  (m)          224.33   (f) ADJUSTED    2 0
 BH0551
 BH0551.Superseded values are not recommended for survey control.
 BH0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0551.See file dsdata.txt to determine how the superseded data were derived.
 BH0551
 BH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV243223(NAD 83)
 BH0551_MARKER: DB = BENCH MARK DISK
 BH0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0551_STAMPING: A 148 (1943)
 BH0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0551+STABILITY: SURFACE MOTION
 BH0551
 BH0551  HISTORY     - Date     Condition        Report By
 BH0551  HISTORY     - 1943     MONUMENTED       CGS
 BH0551  HISTORY     - 1966     GOOD             MSHD
 BH0551
 BH0551                          STATION DESCRIPTION
 BH0551
 BH0551'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0551'18.3 MI NW FROM LUCEDALE.
 BH0551'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0551'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0551'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0551'AND GO 0.2 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 4.1
 BH0551'MILES TO WHERE THE ROAD CURVES LEFT AND THE MARK ON THE RIGHT LOCATED
 BH0551'APPROXIMATELY IN THE CENTER OF A TRIANGLE FORMED BY ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0697 ***********************************************************************
 BV0697  DESIGNATION -  A 149
 BV0697  PID         -  BV0697
 BV0697  STATE/COUNTY-  MS/LAMAR
 BV0697  USGS QUAD   -  PURVIS (1982)
 BV0697
 BV0697                         *CURRENT SURVEY CONTROL
 BV0697  ___________________________________________________________________
 BV0697* NAD 83(1986)-  31 13 20.     (N)    089 24 36.     (W)     SCALED    
 BV0697* NAVD 88     -        84.30   (+/-2cm)     276.6    (feet)  VERTCON   
 BV0697  ___________________________________________________________________
 BV0697  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BV0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0697
 BV0697.The horizontal coordinates were scaled from a topographic map and have
 BV0697.an estimated accuracy of +/- 6 seconds.
 BV0697
 BV0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0697.The vertical order pertains to the NGVD 29 superseded value.
 BV0697
 BV0697.The geoid height was determined by GEOID03.
 BV0697
 BV0697;                    North         East    Units  Estimated Accuracy
 BV0697;SPC MS E     -   191,060.      245,060.      MT  (+/- 180 meters Scaled)
 BV0697
 BV0697                          SUPERSEDED SURVEY CONTROL
 BV0697
 BV0697  NGVD 29 (??/??/92)   84.316  (m)          276.63   (f) ADJ UNCH    2 0
 BV0697
 BV0697.Superseded values are not recommended for survey control.
 BV0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0697.See file dsdata.txt to determine how the superseded data were derived.
 BV0697
 BV0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV704567(NAD 83)
 BV0697_MARKER: DB = BENCH MARK DISK
 BV0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0697_SP_SET: BUILDING
 BV0697_STAMPING: A 149 1943 (276.627)
 BV0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0697
 BV0697  HISTORY     - Date     Condition        Report By
 BV0697  HISTORY     - 1943     MONUMENTED       CGS
 BV0697  HISTORY     - 1956     GOOD             NGS
 BV0697  HISTORY     - 1964     GOOD             NGS
 BV0697
 BV0697                          STATION DESCRIPTION
 BV0697
 BV0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0697'8.4 MI NW FROM PURVIS.
 BV0697'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 11 IN PURVIS GO NORTH ON
 BV0697'U.S. HIGHWAY 11 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO
 BV0697'3.3 MILES TO THE OKHOLA SCHOOL BUILDING ON THE RIGHT.  IT IS A
 BV0697'STANDARD DISK SET VERTICALLY IN THE WEST FACE OF THE WEST WALL, 1.4
 BV0697'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND ABOUT 4 FEET
 BV0697'ABOVE THE GROUND.  NOTE-- THE BUILDING IS NO LONGER USED AS A SCHOOL
 BV0697'BUILDING.
 BV0697
 BV0697                          STATION RECOVERY (1964)
 BV0697
 BV0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0452 ***********************************************************************
 BH0452  DESIGNATION -  A 15
 BH0452  PID         -  BH0452
 BH0452  STATE/COUNTY-  MS/GEORGE
 BH0452  USGS QUAD   -  LUCEDALE (1982)
 BH0452
 BH0452                         *CURRENT SURVEY CONTROL
 BH0452  ___________________________________________________________________
 BH0452* NAD 83(1986)-  30 53 58.     (N)    088 30 54.     (W)     SCALED    
 BH0452* NAVD 88     -        43.717  (meters)     143.43   (feet)  ADJUSTED  
 BH0452  ___________________________________________________________________
 BH0452  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH0452  DYNAMIC HT  -          43.660 (meters)     143.24  (feet)  COMP
 BH0452  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BH0452
 BH0452  VERT ORDER  -  SECOND    CLASS 0
 BH0452
 BH0452.The horizontal coordinates were scaled from a topographic map and have
 BH0452.an estimated accuracy of +/- 6 seconds.
 BH0452
 BH0452.The orthometric height was determined by differential leveling
 BH0452.and adjusted in May 1996.
 BH0452
 BH0452.The geoid height was determined by GEOID03.
 BH0452
 BH0452.The dynamic height is computed by dividing the NAVD 88
 BH0452.geopotential number by the normal gravity value computed on the
 BH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0452.degrees latitude (g = 980.6199 gals.).
 BH0452
 BH0452.The modeled gravity was interpolated from observed gravity values.
 BH0452
 BH0452;                    North         East    Units  Estimated Accuracy
 BH0452;SPC MS E     -   155,170.      330,430.      MT  (+/- 180 meters Scaled)
 BH0452
 BH0452                          SUPERSEDED SURVEY CONTROL
 BH0452
 BH0452  NGVD 29 (??/??/??)   43.733  (m)          143.48   (f) ADJUSTED    2 0
 BH0452
 BH0452.Superseded values are not recommended for survey control.
 BH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0452.See file dsdata.txt to determine how the superseded data were derived.
 BH0452
 BH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV552194(NAD 83)
 BH0452_MARKER: DB = BENCH MARK DISK
 BH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0452_STAMPING: A 15 1934
 BH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0452+STABILITY: SURFACE MOTION
 BH0452
 BH0452  HISTORY     - Date     Condition        Report By
 BH0452  HISTORY     - 1934     MONUMENTED       CGS
 BH0452  HISTORY     - 1971     GOOD             MSHD
 BH0452
 BH0452                          STATION DESCRIPTION
 BH0452
 BH0452'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0452'6.2 MI SW FROM LUCEDALE.
 BH0452'THE MARK IS LOCATED 6.2 MILES SOUTHEAST ALONG THE GM AND O RAILROAD
 BH0452'TRACK FROM THE STATION AT LUCEDALE, 7 POLES SOUTHEAST OF MILEPOST NO.
 BH0452'35, 1 POLE SOUTHEAST OF WOODEN BRIDGE NO. 34.8, 0.7 MILE WEST OF THE
 BH0452'COMMUNITY OF DONOVAN, IN THE SOUTHEAST 1/4 OF SECTION 6, T 2S, R 6W.
 BH0452'IT IS 25 FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET SOUTHEAST OF A
 BH0452'DIM WOODS ROAD, 59 FEET NORTHEAST OF POLE NO. 1695, 1 FOOT NORTHEAST
 BH0452'OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 10-INCH SQUARE
 BH0452'CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0961 ***********************************************************************
 BV0961  DESIGNATION -  A 150
 BV0961  PID         -  BV0961
 BV0961  STATE/COUNTY-  MS/LAMAR
 BV0961  USGS QUAD   -  BAXTERVILLE (1982)
 BV0961
 BV0961                         *CURRENT SURVEY CONTROL
 BV0961  ___________________________________________________________________
 BV0961* NAD 83(1986)-  31 03 14.     (N)    089 34 36.     (W)     SCALED    
 BV0961* NAVD 88     -       111.33   (+/-2cm)     365.3    (feet)  VERTCON   
 BV0961  ___________________________________________________________________
 BV0961  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BV0961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0961
 BV0961.The horizontal coordinates were scaled from a topographic map and have
 BV0961.an estimated accuracy of +/- 6 seconds.
 BV0961
 BV0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0961.The vertical order pertains to the NGVD 29 superseded value.
 BV0961
 BV0961.The geoid height was determined by GEOID03.
 BV0961
 BV0961;                    North         East    Units  Estimated Accuracy
 BV0961;SPC MS E     -   172,490.      229,050.      MT  (+/- 180 meters Scaled)
 BV0961
 BV0961                          SUPERSEDED SURVEY CONTROL
 BV0961
 BV0961  NGVD 29 (??/??/92)  111.365  (m)          365.37   (f) ADJ UNCH    2 0
 BV0961
 BV0961.Superseded values are not recommended for survey control.
 BV0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0961.See file dsdata.txt to determine how the superseded data were derived.
 BV0961
 BV0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV541384(NAD 83)
 BV0961_MARKER: DB = BENCH MARK DISK
 BV0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0961_STAMPING: A 150 1943
 BV0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0961+STABILITY: SURFACE MOTION
 BV0961
 BV0961  HISTORY     - Date     Condition        Report By
 BV0961  HISTORY     - 1943     MONUMENTED       CGS
 BV0961  HISTORY     - 1964     GOOD             MSHD
 BV0961
 BV0961                          STATION DESCRIPTION
 BV0961
 BV0961'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0961'2.2 MI S FROM BAXTERVILLE.
 BV0961'THE MARK IS LOCATED 2.2 MILES SOUTH ALONG THE POPLARVILLE ROAD FROM
 BV0961'THE SCHOOL HOUSE IN BAXTERVILLE, ACROSS THE HIGHWAY AND WEST OF A
 BV0961'WHITE HOUSE, IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A PRIVATE
 BV0961'ROAD LEADING WEST AND AT THE SOUTHEAST EDGE OF A SMALL POND.  THE MARK
 BV0961'IS A DISK SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST.  IT IS 37
 BV0961'FEET WEST OF THE CENTER OF THE ROAD, 83 FEET NORTH OF THE CENTER OF A
 BV0961'ROAD LEADING WEST, 11 FEET WEST OF THE SOUTHWEST CORNER OF A FENCE AND
 BV0961'NORTH END OF A BOARD GATE, 36 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 BV0961'THE POND, 83 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD IN THE
 BV0961'DRIVEWAY LEADING TO THE HOUSE EAST OF THE ROAD, AND 7 FEET SOUTHWEST
 BV0961'OF THE CENTER OF A POWERLINE, 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 BV0961'PROJECTS 6 INCHES.  A METAL WITNESS POST WAS SET 3.0 FOOT NORTH OF THE
 BV0961'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0954 ***********************************************************************
 BV0954  DESIGNATION -  A 151
 BV0954  PID         -  BV0954
 BV0954  STATE/COUNTY-  MS/MARION
 BV0954  USGS QUAD   -  BAXTERVILLE SW (1982)
 BV0954
 BV0954                         *CURRENT SURVEY CONTROL
 BV0954  ___________________________________________________________________
 BV0954* NAD 83(1986)-  31 02 23.     (N)    089 44 27.     (W)     SCALED    
 BV0954* NAVD 88     -        36.59   (+/-2cm)     120.0    (feet)  VERTCON   
 BV0954  ___________________________________________________________________
 BV0954  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BV0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0954
 BV0954.The horizontal coordinates were scaled from a topographic map and have
 BV0954.an estimated accuracy of +/- 6 seconds.
 BV0954
 BV0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0954.The vertical order pertains to the NGVD 29 superseded value.
 BV0954
 BV0954.The geoid height was determined by GEOID03.
 BV0954
 BV0954;                    North         East    Units  Estimated Accuracy
 BV0954;SPC MS W     -   170,830.      756,560.      MT  (+/- 180 meters Scaled)
 BV0954
 BV0954                          SUPERSEDED SURVEY CONTROL
 BV0954
 BV0954  NGVD 29 (??/??/92)   36.64   (m)          120.2    (f) COMPUTED    2 0
 BV0954
 BV0954.Superseded values are not recommended for survey control.
 BV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0954.See file dsdata.txt to determine how the superseded data were derived.
 BV0954
 BV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV384372(NAD 83)
 BV0954_MARKER: DB = BENCH MARK DISK
 BV0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0954_STAMPING: A 151 1943 120.233
 BV0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0954+STABILITY: SURFACE MOTION
 BV0954
 BV0954  HISTORY     - Date     Condition        Report By
 BV0954  HISTORY     - 1943     MONUMENTED       CGS
 BV0954  HISTORY     - 1969     GOOD             MSHD
 BV0954
 BV0954                          STATION DESCRIPTION
 BV0954
 BV0954'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0954'15.5 MI SE FROM COLUMBIA.
 BV0954'THE MARK IS LOCATED 15.5 MILES SOUTHEAST OF COLUMBIA, 9.3 MILES
 BV0954'SOUTHWEST OF THE VILLAGE OF BAXTERVILLE ON THE EAST RIGHT-OF-WAY OF
 BV0954'MISSISSIPPI HIGHWAY 43 OPPOSITE A ROAD LEADING WEST TO A OIL WELL IN
 BV0954'THE SOUTHEAST 1/4 OF SECTION 18, T 1N, R 17W.  IT IS 58 FEET EAST OF
 BV0954'THE CENTER OF HIGHWAY 43, 36 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 BV0954'LEADING TO A FARM HOUSE, 18.5 FEET SOUTH SOUTHEAST OF UTILITY POLE NO.
 BV0954'115, 89 FEET NORTHWEST OF A 36 INCH OAK, 56 FEET SOUTH OF A FENCE
 BV0954'CORNER, 129 FEET WEST SOUTHWEST OF A 36 INCH OAK, 1 FOOT EAST OF A
 BV0954'METAL WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 BV0954'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 8 INCHES.  TO REACH FROM THE
 BV0954'MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET FOR 0.15
 BV0954'MILE TO THE INTERSECTION OF H. SCHOOL AVENUE (MISSISSIPPI HIGHWAYS 35
 BV0954'AND 13).  TURN RIGHT (SOUTH) AND CONTINUE ON H. SCHOOL AVENUE FOR 0.55
 BV0954'MILE TO THE JUNCTION OF MISSISSIPPI HIGHWAY 13.  TURN LEFT (SOUTHEAST)
 BV0954'AND CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 0.65 MILE TO THE
 BV0954'INTERSECTION OF U.S. HIGHWAY 98.  CONTINUE SOUTHEAST ON MISSISSIPPI
 BV0954'HIGHWAY 13 FOR 4.3 MILES TO A CROSSROADS JUST PAST A SIDE ROAD LEFT.
 BV0954'TURN RIGHT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 10.0 MILES TO A
 BV0954'SIDE ROAD LEFT.  CONTINUE SOUTHEAST ON MISSISSIPPI HIGHWAY 43 FOR 1.0
 BV0954'MILE TO A SIDE ROAD LEADING TO AN OIL WELL ON THE RIGHT AND A DRIVEWAY
 BV0954'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0805 ***********************************************************************
 BH0805  DESIGNATION -  A 153
 BH0805  PID         -  BH0805
 BH0805  STATE/COUNTY-  MS/HANCOCK
 BH0805  USGS QUAD   -  NECAISE (1982)
 BH0805
 BH0805                         *CURRENT SURVEY CONTROL
 BH0805  ___________________________________________________________________
 BH0805* NAD 83(1986)-  30 36 15.     (N)    089 26 01.     (W)     SCALED    
 BH0805* NAVD 88     -        46.84   (+/-2cm)     153.7    (feet)  VERTCON   
 BH0805  ___________________________________________________________________
 BH0805  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BH0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0805
 BH0805.The horizontal coordinates were scaled from a topographic map and have
 BH0805.an estimated accuracy of +/- 6 seconds.
 BH0805
 BH0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0805.The vertical order pertains to the NGVD 29 superseded value.
 BH0805
 BH0805.The geoid height was determined by GEOID03.
 BH0805
 BH0805;                    North         East    Units  Estimated Accuracy
 BH0805;SPC MS E     -   122,550.      242,440.      MT  (+/- 180 meters Scaled)
 BH0805
 BH0805                          SUPERSEDED SURVEY CONTROL
 BH0805
 BH0805  NGVD 29 (??/??/??)   46.894  (m)          153.85   (f) ADJUSTED    2 0
 BH0805
 BH0805.Superseded values are not recommended for survey control.
 BH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0805.See file dsdata.txt to determine how the superseded data were derived.
 BH0805
 BH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU666882(NAD 83)
 BH0805_MARKER: DB = BENCH MARK DISK
 BH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0805+STABILITY: SURFACE MOTION
 BH0805
 BH0805  HISTORY     - Date     Condition        Report By
 BH0805  HISTORY     - UNK      MONUMENTED       CGS
 BH0805  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH0805  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0805
 BH0805                          STATION DESCRIPTION
 BH0805
 BH0805'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0805'1.85 MI W FROM NECAISE.
 BH0805'THE MARK IS LOCATED ABOUT 0.55 MILES SOUTHWEST ALONG STATE HIGHWAY 603
 BH0805'FROM THE JUNCTION OF STATE HIGHWAY 53 AT NECAISE, THENCE 1.3 MILES
 BH0805'WEST ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD NORTHWEST, 35 FEET
 BH0805'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 28 FEET NORTHEAST OF
 BH0805'THE CENTER LINE OF THE SIDE ROAD, 68 FEET NORTH AND ACROSS THE MAIN
 BH0805'ROAD FROM A 3-INCH OAK TREE, 229 FEET EAST-NORTHEAST AND ACROSS THE
 BH0805'SIDE ROAD FROM A POWER POLE, ABOUT LEVEL WITH THE INTERSECTION AND IN
 BH0805'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BH0805
 BH0805                          STATION RECOVERY (1979)
 BH0805
 BH0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0782 ***********************************************************************
 BH0782  DESIGNATION -  A 154
 BH0782  PID         -  BH0782
 BH0782  STATE/COUNTY-  MS/HANCOCK
 BH0782  USGS QUAD   -  NECAISE (1982)
 BH0782
 BH0782                         *CURRENT SURVEY CONTROL
 BH0782  ___________________________________________________________________
 BH0782* NAD 83(1986)-  30 37 25.     (N)    089 24 41.     (W)     SCALED    
 BH0782* NAVD 88     -        56.67   (+/-2cm)     185.9    (feet)  VERTCON   
 BH0782  ___________________________________________________________________
 BH0782  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BH0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0782
 BH0782.The horizontal coordinates were scaled from a topographic map and have
 BH0782.an estimated accuracy of +/- 6 seconds.
 BH0782
 BH0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0782.The vertical order pertains to the NGVD 29 superseded value.
 BH0782
 BH0782.The geoid height was determined by GEOID03.
 BH0782
 BH0782;                    North         East    Units  Estimated Accuracy
 BH0782;SPC MS E     -   124,690.      244,580.      MT  (+/- 180 meters Scaled)
 BH0782
 BH0782                          SUPERSEDED SURVEY CONTROL
 BH0782
 BH0782  NGVD 29 (??/??/??)   56.720  (m)          186.09   (f) ADJUSTED    2 0
 BH0782
 BH0782.Superseded values are not recommended for survey control.
 BH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0782.See file dsdata.txt to determine how the superseded data were derived.
 BH0782
 BH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU688903(NAD 83)
 BH0782_MARKER: DB = BENCH MARK DISK
 BH0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0782+STABILITY: SURFACE MOTION
 BH0782
 BH0782  HISTORY     - Date     Condition        Report By
 BH0782  HISTORY     - UNK      MONUMENTED       CGS
 BH0782  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH0782
 BH0782                          STATION DESCRIPTION
 BH0782
 BH0782'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0782'1.1 MI NW FROM NECAISE.
 BH0782'THE MARK IS LOCATED ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 53
 BH0782'FROM THE JUNCTION OF STATE HIGHWAY 603 AT NECAISE, 38 FEET NORTHEAST
 BH0782'OF THE CENTER LINE OF THE NEW GRADE OF THE HIGHWAY, 24 FEET WEST OF
 BH0782'THE CENTER OF A WIRE GATE ACROSS A DRIVE INTO A TUNG ORCHARD, 136 FEET
 BH0782'NORTH AND ACROSS THE HIGHWAY FROM A POWER POLE WITH TRANSFORMER AND
 BH0782'BRANCH LINE, 263 FEET NORTHWEST OF THE NORTHEAST END OF A 12-INCH
 BH0782'CULVERT, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0599 ***********************************************************************
 BV0599  DESIGNATION -  A 156
 BV0599  PID         -  BV0599
 BV0599  STATE/COUNTY-  MS/PERRY
 BV0599  USGS QUAD   -  OVETT (1985)
 BV0599
 BV0599                         *CURRENT SURVEY CONTROL
 BV0599  ___________________________________________________________________
 BV0599* NAD 83(1986)-  31 23 12.     (N)    089 07 22.     (W)     SCALED    
 BV0599* NAVD 88     -        53.35   (+/-2cm)     175.0    (feet)  VERTCON   
 BV0599  ___________________________________________________________________
 BV0599  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BV0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0599
 BV0599.The horizontal coordinates were scaled from a topographic map and have
 BV0599.an estimated accuracy of +/- 6 seconds.
 BV0599
 BV0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0599.The vertical order pertains to the NGVD 29 superseded value.
 BV0599
 BV0599.The geoid height was determined by GEOID03.
 BV0599
 BV0599;                    North         East    Units  Estimated Accuracy
 BV0599;SPC MS E     -   209,180.      272,470.      MT  (+/- 180 meters Scaled)
 BV0599
 BV0599                          SUPERSEDED SURVEY CONTROL
 BV0599
 BV0599  NGVD 29 (??/??/92)   53.357  (m)          175.06   (f) ADJ UNCH    2 0
 BV0599
 BV0599.Superseded values are not recommended for survey control.
 BV0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0599.See file dsdata.txt to determine how the superseded data were derived.
 BV0599
 BV0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV981744(NAD 83)
 BV0599_MARKER: DB = BENCH MARK DISK
 BV0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0599_STAMPING: A 156 1943
 BV0599_MARK LOGO: CGS   
 BV0599_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 BV0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0599+STABILITY: SURFACE MOTION
 BV0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0599+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0599
 BV0599  HISTORY     - Date     Condition        Report By
 BV0599  HISTORY     - 1943     MONUMENTED       CGS
 BV0599  HISTORY     - 1966     GOOD             MSHD
 BV0599  HISTORY     - 20000301 GOOD             NGS
 BV0599
 BV0599                          STATION DESCRIPTION
 BV0599
 BV0599'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0599'1.1 MI NW FROM RUNNELSTOWN.
 BV0599'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE IN RICHTON GO
 BV0599'SOUTH ON HIGHWAY 15 FOR 0.05 MILES TO HIGHWAY 42, TURN RIGHT AND GO
 BV0599'10.95 MILES TO HIGHWAY 29 IN RUNNELSTOWN, CONTINUE FOR 0.2 MILES TO A
 BV0599'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.0 MILES TO THE MARK ON THE RIGHT
 BV0599'LOCATED APPROXIMATELY 75 FEET EAST OF A SIDE ROAD LEFT.  IT IS 59 FEET
 BV0599'EAST OF A POWER POLE, 36 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 BV0599'FOOT NORTH OF A METAL WITNESS POST.  STANDARD DISK IN CONCRETE POST.
 BV0599'STANDARD DISK IN CONCRETE POST.
 BV0599
 BV0599                          STATION RECOVERY (2000)
 BV0599
 BV0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0599'TO REACH FROM THE INTERSECTION OF ROUTES 29 AND 42 IN RUNNELSTOWN, MS,
 BV0599'DRIVE WEST 0.2 MI (0.3 KM) TO PUMPING STATION RD, TURN RIGHT AND
 BV0599'PROCEED NORTH 1.0 MILES (1.6 KM) TO TALLAHALA RD.  ON THE LEFT AND THE
 BV0599'MARK ON THE RIGHT.  THE MARK IS BETWEEN THE ROAD ROW AND A POWER LINE
 BV0599'ROW, NORTH OF THE ROAD.  IT IS ABOUT 75 FT (22.9 M) EAST OF TALLAHALA
 BV0599'RD., 59 FT (18.0 M) EAST OF POWER POLE NO.  99, 36 FT (11.0 M) NORTH
 BV0599'OF THE CENTER OF PUMPING STATION RD., AND 1 FT (0.3 M) NORTH OF AN
 BV0599'ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0613 ***********************************************************************
 BV0613  DESIGNATION -  A 157
 BV0613  PID         -  BV0613
 BV0613  STATE/COUNTY-  MS/JONES
 BV0613  USGS QUAD   -  OVETT (1985)
 BV0613
 BV0613                         *CURRENT SURVEY CONTROL
 BV0613  ___________________________________________________________________
 BV0613* NAD 83(1986)-  31 28 37.     (N)    089 03 18.     (W)     SCALED    
 BV0613* NAVD 88     -        56.04   (+/-2cm)     183.9    (feet)  VERTCON   
 BV0613  ___________________________________________________________________
 BV0613  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BV0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0613
 BV0613.The horizontal coordinates were scaled from a topographic map and have
 BV0613.an estimated accuracy of +/- 6 seconds.
 BV0613
 BV0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0613.The vertical order pertains to the NGVD 29 superseded value.
 BV0613
 BV0613.The geoid height was determined by GEOID03.
 BV0613
 BV0613;                    North         East    Units  Estimated Accuracy
 BV0613;SPC MS E     -   219,180.      278,940.      MT  (+/- 180 meters Scaled)
 BV0613
 BV0613                          SUPERSEDED SURVEY CONTROL
 BV0613
 BV0613  NGVD 29 (??/??/92)   56.045  (m)          183.87   (f) ADJ UNCH    2 0
 BV0613
 BV0613.Superseded values are not recommended for survey control.
 BV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0613.See file dsdata.txt to determine how the superseded data were derived.
 BV0613
 BV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV047842(NAD 83)
 BV0613_MARKER: DB = BENCH MARK DISK
 BV0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0613_STAMPING: A 157 1943
 BV0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0613+STABILITY: SURFACE MOTION
 BV0613
 BV0613  HISTORY     - Date     Condition        Report By
 BV0613  HISTORY     - 1943     MONUMENTED       CGS
 BV0613  HISTORY     - 1957     GOOD             NGS
 BV0613  HISTORY     - 1964     GOOD             NGS
 BV0613
 BV0613                          STATION DESCRIPTION
 BV0613
 BV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0613'1.2 MI W FROM OVETT.
 BV0613'LOCATED 1.2 MILES WEST ALONG A BLACK TOP ROAD FROM THE GULF, MOBILE
 BV0613'AND OHIO RAILROAD STATION IN OVETT IN THE FARM LOT OWNED BY MR. A. F.
 BV0613'WALTERS.  IT IS 53 FEET NORTH OF THE CENTER OF THE ROAD, 135 FEET
 BV0613'NORTHEAST OF A SMALL ELEVATED WATER TANK SOUTH OF THE ROAD, 11 FEET
 BV0613'WEST OF THE SOUTHWEST CORNER OF THE LARGE BARN, 9 FEET EAST OF THE
 BV0613'EAST WALL OF A SMALLER BARN WITH A CONCRETE BLOCK FOUNDATION, 1 FOOT
 BV0613'SOUTH OF A BOARD FENCE AND IN THE CENTER OF THE CONCRETE APRON BETWEEN
 BV0613'THE TWO BUILDINGS.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BV0613'POST WHICH HAS LATER BEEN SURROUNDED BY A CONCRETE APRON. IT PROJECTS
 BV0613'ABOUT 1 INCH.
 BV0613
 BV0613                          STATION RECOVERY (1964)
 BV0613
 BV0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0572 ***********************************************************************
 BV0572  CBN         -  This is a Cooperative Base Network Control Station.
 BV0572  DESIGNATION -  A 158 RESET
 BV0572  PID         -  BV0572
 BV0572  STATE/COUNTY-  MS/PERRY
 BV0572  USGS QUAD   -  OVETT SE (1985)
 BV0572
 BV0572                         *CURRENT SURVEY CONTROL
 BV0572  ___________________________________________________________________
 BV0572* NAD 83(2007)-  31 21 48.20744(N)    089 06 39.80611(W)     ADJUSTED  
 BV0572* NAVD 88     -        44.4    (meters)     146.     (feet)  GPS OBS   
 BV0572  ___________________________________________________________________
 BV0572  EPOCH DATE  -        2002.00
 BV0572  X           -      84,571.015 (meters)                     COMP
 BV0572  Y           -  -5,450,489.870 (meters)                     COMP
 BV0572  Z           -   3,300,372.036 (meters)                     COMP
 BV0572  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BV0572  ELLIP HEIGHT-          17.680 (meters)          (02/10/07) ADJUSTED
 BV0572  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0572
 BV0572  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV0572  Type    PID    Designation                      North   East  Ellip
 BV0572  -------------------------------------------------------------------
 BV0572  NETWORK BV0572 A 158 RESET                       1.29   1.16   6.08
 BV0572  -------------------------------------------------------------------
 BV0572
 BV0572.The horizontal coordinates were established by GPS observations
 BV0572.and adjusted by the National Geodetic Survey in February 2007.
 BV0572
 BV0572.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV0572.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV0572.The horizontal coordinates are valid at the epoch date displayed above.
 BV0572.The epoch date for horizontal control is a decimal equivalence
 BV0572.of Year/Month/Day.
 BV0572
 BV0572.The orthometric height was determined by GPS observations and a
 BV0572.high-resolution geoid model.
 BV0572
 BV0572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV0572
 BV0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0572
 BV0572.The ellipsoidal height was determined by GPS observations
 BV0572.and is referenced to NAD 83.
 BV0572
 BV0572.The geoid height was determined by GEOID03.
 BV0572
 BV0572;                    North         East     Units Scale Factor Converg.
 BV0572;SPC MS E     -   206,598.145   273,578.569   MT  0.99995861   -0 08 40.4
 BV0572;SPC MS E     -   677,814.08    897,565.69   sFT  0.99995861   -0 08 40.4
 BV0572;UTM  16      - 3,471,801.648   299,212.994   MT  1.00009728   -1 05 56.8
 BV0572
 BV0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0572!SPC MS E     -   0.99999722  x   0.99995861  =   0.99995583
 BV0572!UTM  16      -   0.99999722  x   1.00009728  =   1.00009450
 BV0572
 BV0572                          SUPERSEDED SURVEY CONTROL
 BV0572
 BV0572  ELLIP H (04/15/02)   17.696  (m)                       GP(       ) 4 2
 BV0572  NAD 83(1993)-  31 21 48.20721(N)    089 06 39.80575(W) AD(       ) B
 BV0572  ELLIP H (02/15/02)   17.690  (m)                       GP(       ) 4 1
 BV0572  NGVD 29 (08/12/04)   44.49   (m)          146.0    (f) RESET       3  
 BV0572
 BV0572.Superseded values are not recommended for survey control.
 BV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0572.See file dsdata.txt to determine how the superseded data were derived.
 BV0572
 BV0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9921371802(NAD 83)
 BV0572_MARKER: DB = BENCH MARK DISK
 BV0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0572_STAMPING: A 158 RESET 1955
 BV0572_MARK LOGO: CGS   
 BV0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0572+STABILITY: SURFACE MOTION
 BV0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0572+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV0572
 BV0572  HISTORY     - Date     Condition        Report By
 BV0572  HISTORY     - 1955     MONUMENTED       CGS
 BV0572  HISTORY     - 1957     GOOD             NGS
 BV0572  HISTORY     - 20000601 GOOD             NGS
 BV0572  HISTORY     - 20080201 GOOD             MSDOT
 BV0572
 BV0572                          STATION DESCRIPTION
 BV0572
 BV0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0572'0.85 MI S FROM RUNNELSTOWN.
 BV0572'LOCATED 0.85 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION WITH
 BV0572'STATE HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, ACROSS THE ROAD
 BV0572'FROM AN UNPAINTED HOUSE WITH A LARGE LIVE OAK TREE IN THE FRONT YARD.
 BV0572'IT IS 39.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 29, 17 FEET
 BV0572'SOUTH OF A FENCE CORNER, 120 FEET SOUTH OF POWER POLE NO. 8 1/2 WHERE
 BV0572'THE WIRES CROSS THE ROAD DIAGONALLY AND 53 FEET SOUTHEAST OF A PECAN
 BV0572'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST. NOTE--
 BV0572'THE MARK WAS STAMPED A 159 RESET 1955.
 BV0572
 BV0572                          STATION RECOVERY (2000)
 BV0572
 BV0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0572'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST OF HATTIESBURG, MS,
 BV0572'AND SOUTH OF RUNNELSTOWN ON MS ROUTE 29.  TO REACH THE STATION FROM
 BV0572'THE INTERSECTION OF ROUTE 42 AND ROUTE 29 IN RUNNELSTOWN, DRIVE SOUTH
 BV0572'ON RTE 29 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, IN THE FENCE
 BV0572'LINE MARKING THE WEST ROW OF THE HWY.  THE STATION IS 40 FT (12.2 M)
 BV0572'WEST OF THE CENTERLINE OF RTE 29, 9 FT (2.7 M) SOUTH OF THE FENCE
 BV0572'CORNER, 1 FT (0.3 M) NORTH OF A 0.5 FT (15.2 CM) DIAMETER CREOSOTE
 BV0572'FENCE POST, 1 FT (0.3 M) WEST OF A METAL WITNESS POST, AND ABOUT 2 FT
 BV0572'(0.6 M) ABOVE THE LEVEL OF THE HWY.  THE MARK IS SET IN THE TOP OF A 1
 BV0572'FT (0.3 M) DIAMETER ROUND CONCRETE MONUMENT ABOUT 0.1 FT (3.0 CM)
 BV0572'BELOW THE GROUND SURFACE.
 BV0572
 BV0572                          STATION RECOVERY (2008)
 BV0572
 BV0572'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0701 ***********************************************************************
 BH0701  DESIGNATION -  A 159
 BH0701  PID         -  BH0701
 BH0701  STATE/COUNTY-  MS/STONE
 BH0701  USGS QUAD   -  WIGGINS (1983)
 BH0701
 BH0701                         *CURRENT SURVEY CONTROL
 BH0701  ___________________________________________________________________
 BH0701* NAD 83(1986)-  30 49 56.     (N)    089 14 02.     (W)     SCALED    
 BH0701* NAVD 88     -        61.14   (+/-2cm)     200.6    (feet)  VERTCON   
 BH0701  ___________________________________________________________________
 BH0701  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0701
 BH0701.The horizontal coordinates were scaled from a topographic map and have
 BH0701.an estimated accuracy of +/- 6 seconds.
 BH0701
 BH0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0701.The vertical order pertains to the NGVD 29 superseded value.
 BH0701
 BH0701.The geoid height was determined by GEOID03.
 BH0701
 BH0701;                    North         East    Units  Estimated Accuracy
 BH0701;SPC MS E     -   147,750.      261,680.      MT  (+/- 180 meters Scaled)
 BH0701
 BH0701                          SUPERSEDED SURVEY CONTROL
 BH0701
 BH0701  NGVD 29 (??/??/??)   61.159  (m)          200.65   (f) ADJUSTED    2 0
 BH0701
 BH0701.Superseded values are not recommended for survey control.
 BH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0701.See file dsdata.txt to determine how the superseded data were derived.
 BH0701
 BH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV863131(NAD 83)
 BH0701_MARKER: DB = BENCH MARK DISK
 BH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0701_STAMPING: A 159 1943
 BH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0701+STABILITY: SURFACE MOTION
 BH0701
 BH0701  HISTORY     - Date     Condition        Report By
 BH0701  HISTORY     - 1943     MONUMENTED       CGS
 BH0701  HISTORY     - 1971     GOOD             MSHD
 BH0701
 BH0701                          STATION DESCRIPTION
 BH0701
 BH0701'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0701'5.9 MI SW FROM WIGGINS.
 BH0701'THE MARK IS LOCATED 5.9 MILES SOUTHWEST OF WIGGINS IN THE SOUTH ANGLE
 BH0701'OF THE CROSSING OF OLD HIGHWAY 26 WITH A TRACK ROAD IN THE NORTHWEST
 BH0701'1/4 OF SECTION 31, T 2S, R 12W.  IT IS 37 FEET SOUTHEAST OF THE CENTER
 BH0701'OF THE OLD HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD,
 BH0701'70 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 1 FOOT SOUTHWEST OF A
 BH0701'METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 BH0701'ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY AND IS FLUSH WITH THE
 BH0701'GROUND.  TO REACH FROM THE U.S. POST OFFICE IN WIGGINS GO SOUTH ON
 BH0701'VARDAMAN STREET FOR 0.25 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0701'26.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 26 FOR 1 MILE TO THE NEW
 BH0701'U.S. HIGHWAY 49 OVERPASS.  CONTINUE WEST ON STATE HIGHWAY 26 FOR 2.3
 BH0701'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON A BLACK TOP ROAD
 BH0701'FOR 1.2 MILES TO ANOTHER CROSSROAD.  CONTINUE SOUTHWEST ON A BLACK TOP
 BH0701'ROAD FOR 1.55 MILES TO A TRACK ROAD CROSSING AND THE MARK IS ON THE
 BH0701'LEFT NEAR THE SUMMIT OF A GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0740 ***********************************************************************
 BV0740  DESIGNATION -  A 16
 BV0740  PID         -  BV0740
 BV0740  STATE/COUNTY-  MS/FORREST
 BV0740  USGS QUAD   -  HATTIESBURG (1982)
 BV0740
 BV0740                         *CURRENT SURVEY CONTROL
 BV0740  ___________________________________________________________________
 BV0740* NAD 83(1986)-  31 17 50.     (N)    089 16 34.     (W)     SCALED    
 BV0740* NAVD 88     -        46.17   (+/-2cm)     151.5    (feet)  VERTCON   
 BV0740  ___________________________________________________________________
 BV0740  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BV0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0740
 BV0740.The horizontal coordinates were scaled from a topographic map and have
 BV0740.an estimated accuracy of +/- 6 seconds.
 BV0740
 BV0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0740.The vertical order pertains to the NGVD 29 superseded value.
 BV0740
 BV0740.The geoid height was determined by GEOID03.
 BV0740
 BV0740;                    North         East    Units  Estimated Accuracy
 BV0740;SPC MS E     -   199,310.      257,850.      MT  (+/- 180 meters Scaled)
 BV0740
 BV0740                          SUPERSEDED SURVEY CONTROL
 BV0740
 BV0740  NGVD 29 (??/??/92)   46.187  (m)          151.53   (f) ADJ UNCH    2 0
 BV0740
 BV0740.Superseded values are not recommended for survey control.
 BV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0740.See file dsdata.txt to determine how the superseded data were derived.
 BV0740
 BV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV833647(NAD 83)
 BV0740_MARKER: DB = BENCH MARK DISK
 BV0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0740_SP_SET: FOUNDATION
 BV0740_STAMPING: A 16 1934
 BV0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0740
 BV0740  HISTORY     - Date     Condition        Report By
 BV0740  HISTORY     - 1934     MONUMENTED       CGS
 BV0740  HISTORY     - 1955     GOOD             NGS
 BV0740  HISTORY     - 1964     GOOD             NGS
 BV0740  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0740
 BV0740                          STATION DESCRIPTION
 BV0740
 BV0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0740'2.1 MI SE FROM HATTIESBURG.
 BV0740'ABOUT 2.1 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0740'SOUTHERN RAILWAY STATION AT HATTIESBURG, 210 YARDS NORTH OF THE CENTER
 BV0740'OF AN EAST-WEST BLACK TOP ROAD CROSSING, 72 FEET SOUTHWEST OF THE
 BV0740'THIRD POLE SOUTH OF MILE POST G 68, 7 FEET EAST-NORTHEAST OF THE NEAR
 BV0740'RAIL, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE RAIL AND SET IN THE TOP OF
 BV0740'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A RAILROAD SIGNAL
 BV0740'LIGHT.
 BV0740
 BV0740                          STATION RECOVERY (1964)
 BV0740
 BV0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0740'RECOVERED IN GOOD CONDITION.
 BV0740
 BV0740                          STATION RECOVERY (2000)
 BV0740
 BV0740'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0740'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0896 ***********************************************************************
 BV0896  DESIGNATION -  A 160
 BV0896  PID         -  BV0896
 BV0896  STATE/COUNTY-  MS/LAMAR
 BV0896  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0896
 BV0896                         *CURRENT SURVEY CONTROL
 BV0896  ___________________________________________________________________
 BV0896* NAD 83(1986)-  31 12 03.     (N)    089 33 13.     (W)     SCALED    
 BV0896* NAVD 88     -       107.31   (+/-2cm)     352.1    (feet)  VERTCON   
 BV0896  ___________________________________________________________________
 BV0896  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0896
 BV0896.The horizontal coordinates were scaled from a topographic map and have
 BV0896.an estimated accuracy of +/- 6 seconds.
 BV0896
 BV0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0896.The vertical order pertains to the NGVD 29 superseded value.
 BV0896
 BV0896.The geoid height was determined by GEOID03.
 BV0896
 BV0896;                    North         East    Units  Estimated Accuracy
 BV0896;SPC MS E     -   188,770.      231,360.      MT  (+/- 180 meters Scaled)
 BV0896
 BV0896                          SUPERSEDED SURVEY CONTROL
 BV0896
 BV0896  NGVD 29 (??/??/92)  107.332  (m)          352.14   (f) ADJ UNCH    2 0
 BV0896
 BV0896.Superseded values are not recommended for survey control.
 BV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0896.See file dsdata.txt to determine how the superseded data were derived.
 BV0896
 BV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV566546(NAD 83)
 BV0896_MARKER: DB = BENCH MARK DISK
 BV0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0896_STAMPING: A 160 1943 (352.138)
 BV0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0896+STABILITY: SURFACE MOTION
 BV0896
 BV0896  HISTORY     - Date     Condition        Report By
 BV0896  HISTORY     - 1943     MONUMENTED       CGS
 BV0896  HISTORY     - 1956     GOOD             NGS
 BV0896  HISTORY     - 1964     GOOD             NGS
 BV0896
 BV0896                          STATION DESCRIPTION
 BV0896
 BV0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0896'7.95 MI S FROM OLOH.
 BV0896'LOCATED 7.95 MILES SOUTH ALONG THE BLACKTOPPED AND GRAVELED ROAD FROM
 BV0896'OLOH SCHOOL ON THE TOP OF A SMALL KNOLL, ABOUT 150 YARDS SOUTHWEST OF
 BV0896'AN UNPAINTED HOUSE OWNED BY MR. W. R. BURGE AND 50 YARDS SOUTH OF THE
 BV0896'DRIVEWAY TO MR. BURGES HOUSE, 50 YARDS NORTH OF A SIDE ROAD LEADING
 BV0896'NORTHEAST, 75 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL FIELD, 43
 BV0896'FEET EAST OF THE CENTER OF THE MAIN ROAD, 24 FEET NORTH OF AN OLD
 BV0896'ABANDONED DRIVEWAY LEADING NORTHEAST, 27 FEET SOUTH OF AN 18-INCH PINE
 BV0896'TREE AND 17 FEET EAST OF A FENCE LINE.  IT IS A STANDARD DISK SET IN
 BV0896'THE TOP OF A PRECAST CONCRETE POST PROJECTING 4 INCHES AND ABOUT 4
 BV0896'FEET ABOVE THE LEVEL OF THE ROAD.
 BV0896
 BV0896                          STATION RECOVERY (1964)
 BV0896
 BV0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0483 ***********************************************************************
 EG0483  DESIGNATION -  A 161
 EG0483  PID         -  EG0483
 EG0483  STATE/COUNTY-  MS/LEE
 EG0483  USGS QUAD   -  TUPELO (1982)
 EG0483
 EG0483                         *CURRENT SURVEY CONTROL
 EG0483  ___________________________________________________________________
 EG0483* NAD 83(1986)-  34 15 52.     (N)    088 44 34.     (W)     SCALED    
 EG0483* NAVD 88     -        92.108  (meters)     302.19   (feet)  ADJUSTED  
 EG0483  ___________________________________________________________________
 EG0483  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0483  DYNAMIC HT  -          92.016 (meters)     301.89  (feet)  COMP
 EG0483  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EG0483
 EG0483  VERT ORDER  -  FIRST     CLASS II
 EG0483
 EG0483.The horizontal coordinates were scaled from a topographic map and have
 EG0483.an estimated accuracy of +/- 6 seconds.
 EG0483
 EG0483.The orthometric height was determined by differential leveling
 EG0483.and adjusted in June 1991.
 EG0483.WARNING-Repeat measurements at this control monument indicate possible
 EG0483.vertical movement.
 EG0483
 EG0483.The geoid height was determined by GEOID03.
 EG0483
 EG0483.The dynamic height is computed by dividing the NAVD 88
 EG0483.geopotential number by the normal gravity value computed on the
 EG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0483.degrees latitude (g = 980.6199 gals.).
 EG0483
 EG0483.The modeled gravity was interpolated from observed gravity values.
 EG0483
 EG0483;                    North         East    Units  Estimated Accuracy
 EG0483;SPC MS E     -   528,280.      308,340.      MT  (+/- 180 meters Scaled)
 EG0483
 EG0483                          SUPERSEDED SURVEY CONTROL
 EG0483
 EG0483  NGVD 29 (??/??/92)   92.069  (m)          302.06   (f) ADJ UNCH    1 2
 EG0483
 EG0483.Superseded values are not recommended for survey control.
 EG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0483.See file dsdata.txt to determine how the superseded data were derived.
 EG0483
 EG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC395928(NAD 83)
 EG0483_MARKER: DB = BENCH MARK DISK
 EG0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0483_SP_SET: CULVERT
 EG0483_STAMPING: A 161 1944
 EG0483_MARK LOGO: CGS   
 EG0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0483
 EG0483  HISTORY     - Date     Condition        Report By
 EG0483  HISTORY     - 1944     MONUMENTED       CGS
 EG0483  HISTORY     - 1962     GOOD             MSHD
 EG0483  HISTORY     - 1965     GOOD             NGS
 EG0483  HISTORY     - 1983     POOR             NGS
 EG0483
 EG0483                          STATION DESCRIPTION
 EG0483
 EG0483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0483'1.9 MI NW FROM TUPELO.
 EG0483'FROM THE TUPELO JUNIOR HIGH SCHOOL GO NORTH ON U. S. HIGHWAY 45 FOR
 EG0483'0.4 MILE TO THE AIR PORT ROAD, TURN LEFT, WEST AND GO 1.5 MILES TO THE
 EG0483'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0483'DRILLED HOLE IN THE EAST END OF THE SOUTH HEADWALL, 13.5 FEET SOUTH OF
 EG0483'THE CENTERLINE OF THE ROAD AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 EG0483
 EG0483                          STATION RECOVERY (1965)
 EG0483
 EG0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EG0483'RECOVERED IN GOOD CONDITION.
 EG0483
 EG0483                          STATION RECOVERY (1983)
 EG0483
 EG0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0483'RECOVERED IN POOR CONDITION.  HEADWALL LEANING, NOT LEVELED AT THIS
 EG0483'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1947 ***********************************************************************
 EG1947  DESIGNATION -  A 161 RESET
 EG1947  PID         -  EG1947
 EG1947  STATE/COUNTY-  MS/LEE
 EG1947  USGS QUAD   -  TUPELO (1982)
 EG1947
 EG1947                         *CURRENT SURVEY CONTROL
 EG1947  ___________________________________________________________________
 EG1947* NAD 83(1986)-  34 15 55.     (N)    088 44 42.     (W)     SCALED    
 EG1947* NAVD 88     -        91.632  (meters)     300.63   (feet)  ADJUSTED  
 EG1947  ___________________________________________________________________
 EG1947  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG1947  DYNAMIC HT  -          91.541 (meters)     300.33  (feet)  COMP
 EG1947  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 EG1947
 EG1947  VERT ORDER  -  SECOND    CLASS II
 EG1947
 EG1947.The horizontal coordinates were scaled from a topographic map and have
 EG1947.an estimated accuracy of +/- 6 seconds.
 EG1947
 EG1947.The orthometric height was determined by differential leveling
 EG1947.and adjusted in June 1991.
 EG1947
 EG1947.The geoid height was determined by GEOID03.
 EG1947
 EG1947.The dynamic height is computed by dividing the NAVD 88
 EG1947.geopotential number by the normal gravity value computed on the
 EG1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1947.degrees latitude (g = 980.6199 gals.).
 EG1947
 EG1947.The modeled gravity was interpolated from observed gravity values.
 EG1947
 EG1947;                    North         East    Units  Estimated Accuracy
 EG1947;SPC MS E     -   528,380.      308,140.      MT  (+/- 180 meters Scaled)
 EG1947
 EG1947                          SUPERSEDED SURVEY CONTROL
 EG1947
 EG1947.No superseded survey control is available for this station.
 EG1947
 EG1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC393929(NAD 83)
 EG1947_MARKER: DB = BENCH MARK DISK
 EG1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1947_SP_SET: CONCRETE POST
 EG1947_STAMPING: A 161 RESET 1984
 EG1947_MARK LOGO: NGS   
 EG1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1947+STABILITY: SURFACE MOTION
 EG1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1947+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1947
 EG1947  HISTORY     - Date     Condition        Report By
 EG1947  HISTORY     - 1984     MONUMENTED       NGS
 EG1947
 EG1947                          STATION DESCRIPTION
 EG1947
 EG1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EG1947'TO REACH FROM THE TUPELO JUNIOR HIGH SCHOOL IN TUPELO ON GLOSTER ST
 EG1947'(OLD HIGHWAY 45), GO NORTH ON HIGHWAY 45 FOR 0.64 KM (0.40 MI) TO
 EG1947'AIRPORT ROAD (JACKSON ST), TURN LEFT WEST ON JACKSON ST AND GO 2.42 KM
 EG1947'(1.50 MI) TO THE MARK ON THE LEFT.  IT IS 5.49 M (18.0 FT) SOUTH OF
 EG1947'THE CENTERLINE OF JACKSON STREET, 0.3 M (1.0 FT) WEST OF A POWERLINE
 EG1947'POLE, 0.3 M (1.0 FT) LOWER THAN THE ROAD, 0.3 M (1.0 FT) WEST OF A
 EG1947'CARSONITE WITNESS AND SET IN A ROUND CONCRETE POST FLUSH WITH THE
 EG1947'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0124 ***********************************************************************
 EG0124  DESIGNATION -  A 162
 EG0124  PID         -  EG0124
 EG0124  STATE/COUNTY-  MS/PRENTISS
 EG0124  USGS QUAD   -  WHEELER (1973)
 EG0124
 EG0124                         *CURRENT SURVEY CONTROL
 EG0124  ___________________________________________________________________
 EG0124* NAD 83(1986)-  34 33 10.     (N)    088 31 06.     (W)     SCALED    
 EG0124* NAVD 88     -       119.104  (meters)     390.76   (feet)  ADJUSTED  
 EG0124  ___________________________________________________________________
 EG0124  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0124  DYNAMIC HT  -         118.987 (meters)     390.38  (feet)  COMP
 EG0124  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 EG0124
 EG0124  VERT ORDER  -  SECOND    CLASS 0
 EG0124
 EG0124.The horizontal coordinates were scaled from a topographic map and have
 EG0124.an estimated accuracy of +/- 6 seconds.
 EG0124
 EG0124.The orthometric height was determined by differential leveling
 EG0124.and adjusted in June 1991.
 EG0124
 EG0124.The geoid height was determined by GEOID03.
 EG0124
 EG0124.The dynamic height is computed by dividing the NAVD 88
 EG0124.geopotential number by the normal gravity value computed on the
 EG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0124.degrees latitude (g = 980.6199 gals.).
 EG0124
 EG0124.The modeled gravity was interpolated from observed gravity values.
 EG0124
 EG0124;                    North         East    Units  Estimated Accuracy
 EG0124;SPC MS E     -   560,310.      328,910.      MT  (+/- 180 meters Scaled)
 EG0124
 EG0124                          SUPERSEDED SURVEY CONTROL
 EG0124
 EG0124  NGVD 29 (??/??/92)  119.042  (m)          390.56   (f) ADJ UNCH    2 0
 EG0124
 EG0124.Superseded values are not recommended for survey control.
 EG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0124.See file dsdata.txt to determine how the superseded data were derived.
 EG0124
 EG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD606244(NAD 83)
 EG0124_MARKER: DB = BENCH MARK DISK
 EG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0124_STAMPING: A 162 1944
 EG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0124+STABILITY: SURFACE MOTION
 EG0124
 EG0124  HISTORY     - Date     Condition        Report By
 EG0124  HISTORY     - 1944     MONUMENTED       CGS
 EG0124  HISTORY     - 1973     MARK NOT FOUND   USGS
 EG0124  HISTORY     - 1979     GOOD             MSHD
 EG0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 EG0124
 EG0124                          STATION DESCRIPTION
 EG0124
 EG0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0124'7.0 MI E FROM WHEELER.
 EG0124'ABOUT 7.0 MILES EASTERLY ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 EG0124'WHEELER, 27.5 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 EG0124'CENTER LINE OF THE ROAD, 23.0 FEET NORTHEAST OF THE CENTER LINE OF A
 EG0124'GATE, 10.0 FEET SOUTH OF A CLUSTER OF SMALL OAK TREES, 1.0 -FOOT
 EG0124'NORTHWEST OF A FENCE, AND 2.6 FEET NORTHEAST OF A 4 BY 4-INCH WOODEN
 EG0124'REFERENCE POST.  MONUMENT PROJECTS ABOUT 0.4 FOOT.
 EG0124
 EG0124                          STATION RECOVERY (1973)
 EG0124
 EG0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0124'MARK NOT FOUND.
 EG0124
 EG0124                          STATION RECOVERY (1979)
 EG0124
 EG0124'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0124'THE MARK IS LOCATED 4.5 MILES NORTHWEST OF MARIETTA, 5.7 MILES
 EG0124'SOUTHEAST OF WHEELER, 3 MILES WEST OF HOBO STATION IN THE FRONT YARD
 EG0124'OF A WHITE ASBESTOS SIDING HOUSE IN THE NORTHWEST 1/4 OF SECTION 24,
 EG0124'T 6S, R 7E AND ON THE PROPERTY OF MRS. CONNIE BRASWELL. IT IS 70 FEET
 EG0124'EAST OF A POWER POLE WITH A TRANSFORMER, 53.5 FEET NORTH OF THE
 EG0124'NORTHEAST CORNER OF THE PORCH OF THE HOUSE, 30 FEET SOUTH OF THE
 EG0124'CENTER OF A GRAVELED ROAD, 18 FEET NORTHEAST OF A 14 INCH OAK, 17
 EG0124'FEET WEST OF THE CENTER OF A DRIVEWAY, 9 FEET SOUTHWEST OF A 15 INCH
 EG0124'TWIN GUM SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT BELOW
 EG0124'THE LEVEL OF THE ROAD AND IS 1 INCH BELOW THE GROUND. TO REACH FROM
 EG0124'THE JUNCTION OF STATE HIGHWAY 4 AND 371 AT HOBO STATION GO SOUTH ON
 EG0124'STATE HIGHWAY 371 FOR 1.15 MILES TO A CROSSROAD. TURN RIGHT AND GO
 EG0124'WEST ON A PAVED ROAD FOR 1 MILE TO A T INTERSECTION. TURN RIGHT AND
 EG0124'GO NORTH ON A PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT. TURN LEFT
 EG0124'AND GO WEST ON A GRAVELED ROAD FOR 1.45 MILES TO A JUNCTION. CONTINUE
 EG0124'NORTHWEST ON A GRAVELED ROAD FOR 0.2 MILE TO A FORK JUST BEYOND A
 EG0124'JUNCTION. TAKE THE LEFT FORK AND GO WEST ON A GRAVELED ROAD FOR 1.05
 EG0124'MILES TO THE MARK ON THE LEFT.
 EG0124
 EG0124                          STATION RECOVERY (1985)
 EG0124
 EG0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0124'NOT RECOVERED, DESCRIPTION NOW INADEQUATE TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0043 ***********************************************************************
 EG0043  DESIGNATION -  A 163
 EG0043  PID         -  EG0043
 EG0043  STATE/COUNTY-  MS/TISHOMINGO
 EG0043  USGS QUAD   -  MARGERUM (1984)
 EG0043
 EG0043                         *CURRENT SURVEY CONTROL
 EG0043  ___________________________________________________________________
 EG0043* NAD 83(1986)-  34 46 37.     (N)    088 07 00.     (W)     SCALED    
 EG0043* NAVD 88     -       134.131  (meters)     440.06   (feet)  ADJUSTED  
 EG0043  ___________________________________________________________________
 EG0043  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0043  DYNAMIC HT  -         134.003 (meters)     439.64  (feet)  COMP
 EG0043  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 EG0043
 EG0043  VERT ORDER  -  FIRST     CLASS II
 EG0043
 EG0043.The horizontal coordinates were scaled from a topographic map and have
 EG0043.an estimated accuracy of +/- 6 seconds.
 EG0043
 EG0043.The orthometric height was determined by differential leveling
 EG0043.and adjusted in June 1991.
 EG0043
 EG0043.The geoid height was determined by GEOID03.
 EG0043
 EG0043.The dynamic height is computed by dividing the NAVD 88
 EG0043.geopotential number by the normal gravity value computed on the
 EG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0043.degrees latitude (g = 980.6199 gals.).
 EG0043
 EG0043.The modeled gravity was interpolated from observed gravity values.
 EG0043
 EG0043;                    North         East    Units  Estimated Accuracy
 EG0043;SPC MS E     -   585,360.      365,600.      MT  (+/- 180 meters Scaled)
 EG0043
 EG0043                          SUPERSEDED SURVEY CONTROL
 EG0043
 EG0043  NGVD 29 (??/??/92)  134.137  (m)          440.08   (f) ADJ UNCH    1 2
 EG0043
 EG0043.Superseded values are not recommended for survey control.
 EG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0043.See file dsdata.txt to determine how the superseded data were derived.
 EG0043
 EG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD978488(NAD 83)
 EG0043_MARKER: DB = BENCH MARK DISK
 EG0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0043_SP_SET: ABUTMENT
 EG0043_STAMPING: A 163 1944
 EG0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0043
 EG0043  HISTORY     - Date     Condition        Report By
 EG0043  HISTORY     - 1944     MONUMENTED       CGS
 EG0043  HISTORY     - 1962     GOOD             MSHD
 EG0043  HISTORY     - 1979     GOOD             MSHD
 EG0043  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0043
 EG0043                          STATION DESCRIPTION
 EG0043
 EG0043'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0043'5.2 MI SE FROM IUKA.
 EG0043'FROM THE RAILROAD CROSSING IN THE SMALL VILLAGE OF OLDHAM, GO EAST
 EG0043'ALONG THE RAILROAD FOR 0.8 MILE TO BRIDGE NO. 431.1 AND THE MARK ON
 EG0043'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF THE SOUTH END OF THE
 EG0043'EAST CONCRETE ABUTMENT, 9 FEET SOUTH OF THE CENTER OF THE TRACK, AND
 EG0043'ABOUT LEVEL WITH THE TRACK, AND PROJECTS 2 INCHES.
 EG0043
 EG0043                          STATION RECOVERY (1979)
 EG0043
 EG0043'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0043'TO REACH FROM THE SMALL VILLAGE OF OLD HAM WALK EAST ALONG RAILROAD
 EG0043'FOR 0.8 MILE TO THE BRIDGE AND THE MARK ON THE RIGHT ABUTMENT. IT IS
 EG0043'IN THE RAILROAD BRIDGE OVER CLEAR CREEK 9 FEET SOUTH OF CENTER TRACK
 EG0043'AND ABOUT LEVEL WITH THE TRACK.
 EG0043
 EG0043                          STATION RECOVERY (1982)
 EG0043
 EG0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0043'NOT RECOVERED, INACCESSIBLE, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0005 ***********************************************************************
 EG0005  DESIGNATION -  A 164
 EG0005  PID         -  EG0005
 EG0005  STATE/COUNTY-  MS/ALCORN
 EG0005  USGS QUAD   -  KENDRICK (1991)
 EG0005
 EG0005                         *CURRENT SURVEY CONTROL
 EG0005  ___________________________________________________________________
 EG0005* NAD 83(1986)-  34 53 30.     (N)    088 27 21.     (W)     SCALED    
 EG0005* NAVD 88     -       162.065  (meters)     531.71   (feet)  POSTED    
 EG0005  ___________________________________________________________________
 EG0005  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0005  DYNAMIC HT  -         161.910 (meters)     531.20  (feet)  COMP
 EG0005  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG0005
 EG0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0005
 EG0005.The horizontal coordinates were scaled from a topographic map and have
 EG0005.an estimated accuracy of +/- 6 seconds.
 EG0005
 EG0005.The orthometric height was determined by differential leveling
 EG0005.and adjusted by the  in 1992.
 EG0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0005.rate of 0.0 thru 1.0 mm/km.
 EG0005
 EG0005.The geoid height was determined by GEOID03.
 EG0005
 EG0005.The dynamic height is computed by dividing the NAVD 88
 EG0005.geopotential number by the normal gravity value computed on the
 EG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0005.degrees latitude (g = 980.6199 gals.).
 EG0005
 EG0005.The modeled gravity was interpolated from observed gravity values.
 EG0005
 EG0005;                    North         East    Units  Estimated Accuracy
 EG0005;SPC MS E     -   597,920.      334,510.      MT  (+/- 180 meters Scaled)
 EG0005
 EG0005                          SUPERSEDED SURVEY CONTROL
 EG0005
 EG0005  NGVD 29 (??/??/92)  162.080  (m)          531.76   (f) ADJ UNCH    1 2
 EG0005
 EG0005.Superseded values are not recommended for survey control.
 EG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0005.See file dsdata.txt to determine how the superseded data were derived.
 EG0005
 EG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD669619(NAD 83)
 EG0005_MARKER: DB = BENCH MARK DISK
 EG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0005_STAMPING: A 164 1944
 EG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0005+STABILITY: SURFACE MOTION
 EG0005
 EG0005  HISTORY     - Date     Condition        Report By
 EG0005  HISTORY     - 1944     MONUMENTED       CGS
 EG0005  HISTORY     - 1962     GOOD             MSHD
 EG0005  HISTORY     - 1978     GOOD             MSHD
 EG0005  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0005
 EG0005                          STATION DESCRIPTION
 EG0005
 EG0005'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0005'5.2 MI SE FROM CORINTH.
 EG0005'TO REACH FROM THE JUNCTION OF U. S. HIGHWAYS 72 AND 45 AT THE SOUTH
 EG0005'SIDE OF CORINTH, GO EAST ON HIGHWAY 72 FOR 4.65 MILES TO A TRACK ROAD
 EG0005'ON THE LEFT, TURN LEFT, NORTH, AND GO UP STEEP HILL, CROSSING RAILROAD
 EG0005'AND THROUGH A BOARD GATE, CONTINUE NORTHEAST ON TRACK ROAD FOR
 EG0005'APPROXIMATELY 0.5 MILE THROUGH A PASTURE TO THE RAILROAD, THE MARK IS
 EG0005'ABOUT 0.1 MILE SOUTH-EAST ALONG THE RAILROAD.  THE MARK IS A DISK SET
 EG0005'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, 0.3 MILE SOUTHEAST OF
 EG0005'MILEPOST NO. 454, 24 RAILS SOUTHEAST OF BLOCK SIGNAL 4538A, 160 FEET
 EG0005'NORTHWEST OF THE CREST OF A GRADE, 28.6 FEET SOUTHWEST OF THE CENTER
 EG0005'LINE OF THE TRACK, 8.6 FEET NORTHWEST OF A POWER LINE POLE, 1.5 FEET
 EG0005'SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK,
 EG0005'AND PROJECTS 6 INCHES.
 EG0005
 EG0005                          STATION RECOVERY (1978)
 EG0005
 EG0005'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0005'THE MARK IS LOCATED 5 MILES SOUTHEAST OF CORINTH ABOUT MIDWAY OF A
 EG0005'CUT AND ON THE SOUTHWEST RIGHT OF WAY OF THE SOUTHERN RAILROAD TRACK
 EG0005'IN THE SOUTHEAST 1/4 OF SECTION 21, T 2S, R 8E. IT IS 26.5 FEET
 EG0005'SOUTHWEST OF THE SOUTHWEST RAIL, 8.5 FEET NORTHWEST OF A TELEPHONE
 EG0005'POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF AN 8
 EG0005'INCH SQUARE CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK
 EG0005'AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF THE U.S.
 EG0005'HIGHWAY 45 BUSINESS ROUTE AND U.S. HIGHWAY 72 AT THE SOUTH EDGE OF
 EG0005'CORINTH GO SOUTHEAST ON U.S. HIGHWAY 72 FOR 3.7 MILES TO A SIDE ROAD
 EG0005'RIGHT. CONTINUE SOUTHEAST ON U.S. HIGHWAY 72 FOR 0.1 MILE TO A NARROW
 EG0005'GRAVELED ROAD ON THE LEFT. TURN LEFT AND GO EAST ON A NARROW GRAVELED
 EG0005'ROAD ON THE NORTH SIDE OF A DIRT PIT FOR 0.15 MILE TO A T
 EG0005'INTERSECTION AT THE TOP OF A HILL. TURN RIGHT AND GO SOUTHEAST ON A
 EG0005'WINDING TRACK ROAD FOR 0.25 MILE TO A RAILROAD CROSSING. THENCE
 EG0005'SOUTHEAST ALONG THE RAILROAD TRACK FOR 0.2 MILE TO A 24 INCH TWIN OAK
 EG0005'ON THE LEFT AND THE MARK ON THE RIGHT.
 EG0005
 EG0005                          STATION RECOVERY (1982)
 EG0005
 EG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0005'NOT RECOVERED, INACCESSIBLE.  NOT SEARCHED FOR, LEVEL LINE REROUTED
 EG0005'ALONG OLD HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0089 ***********************************************************************
 EG0089  DESIGNATION -  A 165
 EG0089  PID         -  EG0089
 EG0089  STATE/COUNTY-  MS/TISHOMINGO
 EG0089  USGS QUAD   -  YELLOW CREEK (1986)
 EG0089
 EG0089                         *CURRENT SURVEY CONTROL
 EG0089  ___________________________________________________________________
 EG0089* NAD 83(1986)-  34 53 29.     (N)    088 12 13.     (W)     SCALED    
 EG0089* NAVD 88     -       178.252  (meters)     584.82   (feet)  ADJUSTED  
 EG0089  ___________________________________________________________________
 EG0089  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0089  DYNAMIC HT  -         178.086 (meters)     584.27  (feet)  COMP
 EG0089  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 EG0089
 EG0089  VERT ORDER  -  FIRST     CLASS II
 EG0089
 EG0089.The horizontal coordinates were scaled from a topographic map and have
 EG0089.an estimated accuracy of +/- 6 seconds.
 EG0089
 EG0089.The orthometric height was determined by differential leveling
 EG0089.and adjusted in June 1991.
 EG0089
 EG0089.The geoid height was determined by GEOID03.
 EG0089
 EG0089.The dynamic height is computed by dividing the NAVD 88
 EG0089.geopotential number by the normal gravity value computed on the
 EG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0089.degrees latitude (g = 980.6199 gals.).
 EG0089
 EG0089.The modeled gravity was interpolated from observed gravity values.
 EG0089
 EG0089;                    North         East    Units  Estimated Accuracy
 EG0089;SPC MS E     -   598,010.      357,560.      MT  (+/- 180 meters Scaled)
 EG0089
 EG0089                          SUPERSEDED SURVEY CONTROL
 EG0089
 EG0089  NGVD 29 (??/??/92)  178.260  (m)          584.84   (f) ADJ UNCH    1 2
 EG0089
 EG0089.Superseded values are not recommended for survey control.
 EG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0089.See file dsdata.txt to determine how the superseded data were derived.
 EG0089
 EG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD900616(NAD 83)
 EG0089_MARKER: DB = BENCH MARK DISK
 EG0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0089_SP_SET: MONUMENT
 EG0089_STAMPING: A 165 1944
 EG0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0089
 EG0089  HISTORY     - Date     Condition        Report By
 EG0089  HISTORY     - 1944     MONUMENTED       CGS
 EG0089  HISTORY     - 1950     GOOD             TVA
 EG0089  HISTORY     - 1979     GOOD             MSHD
 EG0089
 EG0089                          STATION DESCRIPTION
 EG0089
 EG0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0089'7.5 MI N FROM IUKA.
 EG0089'ABOUT 7.5 MILES NORTH OF IUKA ALONG THE SHORT CREEK SCHOOL AND DEXTERS
 EG0089'BRIDGE ROADS, 0.4 MILE WEST OF CAMP GROUND CHURCH, AT A
 EG0089'T-INTERSECTION, 150 FEET SOUTHEAST OF A FRAME HOUSE, 210 FEET EAST OF
 EG0089'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25 FEET SOUTH OF AND ABOUT 2
 EG0089'FEET ABOVE THE CENTER LINE OF THE EAST-WEST ROAD, AND 2 FEET EAST OF A
 EG0089'WOODEN WITNESS POST.  MONUMENT PROJECTS 0.5 FOOT.
 EG0089
 EG0089                          STATION RECOVERY (1950)
 EG0089
 EG0089'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0089'RECOVERED IN GOOD CONDITION.
 EG0089
 EG0089                          STATION RECOVERY (1979)
 EG0089
 EG0089'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0089'THE MARK IS 100. FEET SSE CORNER OF BRICK HOUSE, 67.5 FEET SE AND
 EG0089'ACROSS THE ROAD FROM ELECTRIC POWER SERVICE POLE 24. FEET SOUTH OF
 EG0089'CENTER ROAD. TO REACH FROM INTERSECTION OF HWY 25 AND 72 IN IUKA, GO
 EG0089'N. ON HWY 25 FOR 3.3 MILES TO SIDE ROAD RIGHT (COLEMAN PARK ROAD)
 EG0089'TURN RIGHT AND GO 2.75 MILES TO SIDE ROAD RIGHT AND MARK 200. FEET
 EG0089'DOWN SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0295 ***********************************************************************
 DJ0295  DESIGNATION -  A 166
 DJ0295  PID         -  DJ0295
 DJ0295  STATE/COUNTY-  MS/LOWNDES
 DJ0295  USGS QUAD   -  HAMILTON (1987)
 DJ0295
 DJ0295                         *CURRENT SURVEY CONTROL
 DJ0295  ___________________________________________________________________
 DJ0295* NAD 83(1986)-  33 38 02.     (N)    088 26 42.     (W)     SCALED    
 DJ0295* NAVD 88     -        63.443  (meters)     208.15   (feet)  ADJUSTED  
 DJ0295  ___________________________________________________________________
 DJ0295  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DJ0295  DYNAMIC HT  -          63.377 (meters)     207.93  (feet)  COMP
 DJ0295  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 DJ0295
 DJ0295  VERT ORDER  -  SECOND    CLASS 0
 DJ0295
 DJ0295.The horizontal coordinates were scaled from a topographic map and have
 DJ0295.an estimated accuracy of +/- 6 seconds.
 DJ0295
 DJ0295.The orthometric height was determined by differential leveling
 DJ0295.and adjusted in June 1991.
 DJ0295
 DJ0295.The geoid height was determined by GEOID03.
 DJ0295
 DJ0295.The dynamic height is computed by dividing the NAVD 88
 DJ0295.geopotential number by the normal gravity value computed on the
 DJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0295.degrees latitude (g = 980.6199 gals.).
 DJ0295
 DJ0295.The modeled gravity was interpolated from observed gravity values.
 DJ0295
 DJ0295;                    North         East    Units  Estimated Accuracy
 DJ0295;SPC MS E     -   458,410.      336,030.      MT  (+/- 180 meters Scaled)
 DJ0295
 DJ0295                          SUPERSEDED SURVEY CONTROL
 DJ0295
 DJ0295  NGVD 29 (??/??/92)   63.437  (m)          208.13   (f) ADJ UNCH    2 0
 DJ0295
 DJ0295.Superseded values are not recommended for survey control.
 DJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0295.See file dsdata.txt to determine how the superseded data were derived.
 DJ0295
 DJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659225(NAD 83)
 DJ0295_MARKER: DB = BENCH MARK DISK
 DJ0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0295_SP_SET: DOOR STOP
 DJ0295_STAMPING: A 166 1944
 DJ0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0295
 DJ0295  HISTORY     - Date     Condition        Report By
 DJ0295  HISTORY     - 1944     MONUMENTED       CGS
 DJ0295
 DJ0295                          STATION DESCRIPTION
 DJ0295
 DJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0295'IN COLUMBUS AFB.
 DJ0295'9 MILES NORTH OF COLUMBUS, LOWNDES COUNTY, AT COLUMBUS AIR FORCE BASE,
 DJ0295'0.1 MILE NORTH OF THE WATER TANK, AT THE SOUTHWEST CORNER OF A HANGAR,
 DJ0295'30 FEET EAST OF THE CENTER LINE OF A STREET, 15 FEET NORTH OF THE
 DJ0295'CENTER LINE OF AN EAST-AND-WEST SIDEWALK, 12 FEET WEST OF THE WEST
 DJ0295'EDGE OF THE HANGAR APRON, IN THE TOP OF A CONCRETE DOOR STOP, AND 8
 DJ0295'FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED A 166 1944.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1301 ***********************************************************************
 DK1301  DESIGNATION -  A 167
 DK1301  PID         -  DK1301
 DK1301  STATE/COUNTY-  MS/WASHINGTON
 DK1301  USGS QUAD   -  GREENVILLE (1970)
 DK1301
 DK1301                         *CURRENT SURVEY CONTROL
 DK1301  ___________________________________________________________________
 DK1301* NAD 83(1986)-  33 25 03.     (N)    091 03 09.     (W)     SCALED    
 DK1301* NAVD 88     -        39.090  (meters)     128.25   (feet)  ADJUSTED  
 DK1301  ___________________________________________________________________
 DK1301  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1301  DYNAMIC HT  -          39.048 (meters)     128.11  (feet)  COMP
 DK1301  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DK1301
 DK1301  VERT ORDER  -  FIRST     CLASS II
 DK1301
 DK1301.The horizontal coordinates were scaled from a topographic map and have
 DK1301.an estimated accuracy of +/- 6 seconds.
 DK1301
 DK1301.The orthometric height was determined by differential leveling
 DK1301.and adjusted in July 1994.
 DK1301.WARNING-Repeat measurements at this control monument indicate possible
 DK1301.vertical movement.
 DK1301
 DK1301.The geoid height was determined by GEOID03.
 DK1301
 DK1301.The dynamic height is computed by dividing the NAVD 88
 DK1301.geopotential number by the normal gravity value computed on the
 DK1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1301.degrees latitude (g = 980.6199 gals.).
 DK1301
 DK1301.The modeled gravity was interpolated from observed gravity values.
 DK1301
 DK1301;                    North         East    Units  Estimated Accuracy
 DK1301;SPC MS W     -   434,570.      633,110.      MT  (+/- 180 meters Scaled)
 DK1301
 DK1301                          SUPERSEDED SURVEY CONTROL
 DK1301
 DK1301  NAVD 88 (06/15/91)   39.102  (m)          128.29   (f) UNKNOWN     1 2
 DK1301  NGVD 29 (??/??/??)   39.150  (m)          128.44   (f) ADJUSTED    1 2
 DK1301
 DK1301.Superseded values are not recommended for survey control.
 DK1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1301.See file dsdata.txt to determine how the superseded data were derived.
 DK1301
 DK1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS810992(NAD 83)
 DK1301_MARKER: DB = BENCH MARK DISK
 DK1301_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DK1301_SP_SET: BUILDING
 DK1301_STAMPING: A 167 1944
 DK1301_MARK LOGO: CGS   
 DK1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK1301+STABILITY: POSITION/ELEVATION WELL
 DK1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1301+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1301
 DK1301  HISTORY     - Date     Condition        Report By
 DK1301  HISTORY     - 1944     MONUMENTED       CGS
 DK1301  HISTORY     - 1973     GOOD             NGS
 DK1301  HISTORY     - 19920123 GOOD             NGS
 DK1301
 DK1301                          STATION DESCRIPTION
 DK1301
 DK1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1301'IN GREENVILLE.
 DK1301'0.70 MILE NORTHEAST ALONG BROADWAY FROM ITS INTERSECTION WITH MAIN
 DK1301'STREET, NEAR THE INTERSECTION OF BROADWAY AND BELLE AIRE, ABOUT 52.5
 DK1301'FEET NORTHWEST OF THE CENTER LINE OF BROADWAY, 3.8 FEET ABOVE LEVEL OF
 DK1301'THE GROUND, 1 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 DK1301'SET VERTICALLY IN THE SOUTHEAST FACE OF THE BROADWAY LAUNDRY BRICK
 DK1301'BUILDING, AND ABOUT 4 FOOT ABOVE LEVEL OF THE ROAD. 1/4, SEC 3, T 18N,
 DK1301'R 8W.
 DK1301
 DK1301                          STATION RECOVERY (1992)
 DK1301
 DK1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1301'IN GREENVILLE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BROADWAY
 DK1301'LINEN SERVICE AT 548 NORTH BROADWAY, 16.0 M (52.5 FT) NORTHWEST OF
 DK1301'THE STREET CENTERLINE, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE STREET,
 DK1301'AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0285 ***********************************************************************
 BH0285  DESIGNATION -  A 169
 BH0285  PID         -  BH0285
 BH0285  STATE/COUNTY-  MS/HARRISON
 BH0285  USGS QUAD   -  BILOXI (1992)
 BH0285
 BH0285                         *CURRENT SURVEY CONTROL
 BH0285  ___________________________________________________________________
 BH0285* NAD 83(1986)-  30 24 05.     (N)    088 54 30.     (W)     SCALED    
 BH0285* NAVD 88     -         6.928  (meters)      22.73   (feet)  ADJUSTED  
 BH0285  ___________________________________________________________________
 BH0285  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH0285  DYNAMIC HT  -           6.918 (meters)      22.70  (feet)  COMP
 BH0285  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 BH0285
 BH0285  VERT ORDER  -  FIRST     CLASS I
 BH0285
 BH0285.The horizontal coordinates were scaled from a topographic map and have
 BH0285.an estimated accuracy of +/- 6 seconds.
 BH0285
 BH0285.The orthometric height was determined by differential leveling
 BH0285.and adjusted in June 1991.
 BH0285
 BH0285.The geoid height was determined by GEOID03.
 BH0285
 BH0285.The dynamic height is computed by dividing the NAVD 88
 BH0285.geopotential number by the normal gravity value computed on the
 BH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0285.degrees latitude (g = 980.6199 gals.).
 BH0285
 BH0285.The modeled gravity was interpolated from observed gravity values.
 BH0285
 BH0285;                    North         East    Units  Estimated Accuracy
 BH0285;SPC MS E     -    99,920.      292,790.      MT  (+/- 180 meters Scaled)
 BH0285
 BH0285                          SUPERSEDED SURVEY CONTROL
 BH0285
 BH0285  NGVD 29 (??/??/??)    6.889  (m)           22.60   (f) ADJUSTED    1 1
 BH0285
 BH0285.Superseded values are not recommended for survey control.
 BH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0285.See file dsdata.txt to determine how the superseded data were derived.
 BH0285
 BH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU166648(NAD 83)
 BH0285_MARKER: DB = BENCH MARK DISK
 BH0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0285_STAMPING: A 169 1944
 BH0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0285+STABILITY: SURFACE MOTION
 BH0285
 BH0285  HISTORY     - Date     Condition        Report By
 BH0285  HISTORY     - 1944     MONUMENTED       CGS
 BH0285  HISTORY     - 1968     GOOD             CGS
 BH0285  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH0285  HISTORY     - 20000825 GOOD             USAF
 BH0285  HISTORY     - 20050721 MARK NOT FOUND   NGS
 BH0285
 BH0285                          STATION DESCRIPTION
 BH0285
 BH0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0285'1.15 MI W FROM BILOXI.
 BH0285'ABOUT 0.75 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0285'THE STATION AT BILOXI, THENCE 0.1 MILE NORTH ALONG GILL AVE., THENCE
 BH0285'0.3 MILE WEST ALONG WEST HOWARD AVENUE, AT GATE NO, 2 TO ENTRANCE TO
 BH0285'KEESLER FIELD, 76 FEET SOUTHEAST OF AND ACROSS 5TH STREET FROM THE
 BH0285'SOUTHEAST CORNER OF THE SENTRY BUILDING, 39 FEET SOUTH OF THE CENTER
 BH0285'LINE OF HOWARD AVENUE, 26 FEET EAST OF THE CENTER LINE OF 5TH STREET,
 BH0285'14 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK GATE POST, 1.5 FEET
 BH0285'EAST OF THE BOUNDARY FENCE, ABOUT LEVEL WITH THE STREET AND SET IN THE
 BH0285'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 BH0285'GROUND.
 BH0285
 BH0285                          STATION RECOVERY (1976)
 BH0285
 BH0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0285'SEARCHED FOR BUT NOT RECOVERED.
 BH0285
 BH0285                          STATION RECOVERY (2000)
 BH0285
 BH0285'RECOVERY NOTE BY US AIR FORCE 2000 (JM)
 BH0285'BENCHMARK WAS RECOVERED IN GOOD CONDITION. DISCRIPTION IS ADEQUATE.
 BH0285
 BH0285                          STATION RECOVERY (2005)
 BH0285
 BH0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0669 ***********************************************************************
 BH0669  DESIGNATION -  A 17
 BH0669  PID         -  BH0669
 BH0669  STATE/COUNTY-  MS/STONE
 BH0669  USGS QUAD   -  MC HENRY (1982)
 BH0669
 BH0669                         *CURRENT SURVEY CONTROL
 BH0669  ___________________________________________________________________
 BH0669* NAD 83(1986)-  30 44 26.     (N)    089 08 42.     (W)     SCALED    
 BH0669* NAVD 88     -        64.22   (+/-2cm)     210.7    (feet)  VERTCON   
 BH0669  ___________________________________________________________________
 BH0669  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0669
 BH0669.The horizontal coordinates were scaled from a topographic map and have
 BH0669.an estimated accuracy of +/- 6 seconds.
 BH0669
 BH0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0669.The vertical order pertains to the NGVD 29 superseded value.
 BH0669
 BH0669.The geoid height was determined by GEOID03.
 BH0669
 BH0669;                    North         East    Units  Estimated Accuracy
 BH0669;SPC MS E     -   137,560.      270,160.      MT  (+/- 180 meters Scaled)
 BH0669
 BH0669                          SUPERSEDED SURVEY CONTROL
 BH0669
 BH0669  NGVD 29 (??/??/??)   64.222  (m)          210.70   (f) ADJUSTED    2 0
 BH0669
 BH0669.Superseded values are not recommended for survey control.
 BH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0669.See file dsdata.txt to determine how the superseded data were derived.
 BH0669
 BH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV946028(NAD 83)
 BH0669_MARKER: DB = BENCH MARK DISK
 BH0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0669_STAMPING: A 17 1934
 BH0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0669+STABILITY: SURFACE MOTION
 BH0669
 BH0669  HISTORY     - Date     Condition        Report By
 BH0669  HISTORY     - 1934     MONUMENTED       CGS
 BH0669  HISTORY     - 1971     GOOD             MSHD
 BH0669
 BH0669                          STATION DESCRIPTION
 BH0669
 BH0669'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0669'2.9 MI S FROM PERKINSTON.
 BH0669'THE MARK IS LOCATED 2.9 MILES SOUTH OF PERKINSTON IN THE SOUTHEAST
 BH0669'ANGLE OF THE CROSSING OF A TRACK ROAD WITH THE ILLINOIS CENTRAL
 BH0669'RAILROAD TRACK, 2 MILES NORTH OF THE COMMUNITY OF MCHENRY IN THE
 BH0669'SOUTHEAST 1/4 OF SECTION 36, T3S, R12W.  IT IS 57 FEET SOUTHEAST OF
 BH0669'THE CENTER OF THE CROSSING, 40.5 FEET EAST OF THE EAST RAIL, 21 FEET
 BH0669'SOUTH OF THE CENTER OF A TRACK ROAD, 9 FEET NORTH OF THE NORTH EDGE OF
 BH0669'A DITCH, 166 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT SOUTH
 BH0669'OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 BH0669'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 10 INCHES.
 BH0669'TO REACH FROM THE OVERPASS 0.15 MILES NORTHEAST OF THE POST OFFICE IN
 BH0669'PERKINSTON GO SOUTH ON U.S. HIGHWAY 49 FOR 3.85 MILES TO A SIDE ROAD
 BH0669'RIGHT.  TURN RIGHT AND GO WEST ON A BLACK TOP ROAD FOR 0.7 MILES TO A
 BH0669'T INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.2
 BH0669'MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.75
 BH0669'MILES TO A TRACK ROAD AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2058 ***********************************************************************
 EG2058  DESIGNATION -  A 170 RESET
 EG2058  PID         -  EG2058
 EG2058  STATE/COUNTY-  MS/ITAWAMBA
 EG2058  USGS QUAD   -  SHOTTSVILLE (1967)
 EG2058
 EG2058                         *CURRENT SURVEY CONTROL
 EG2058  ___________________________________________________________________
 EG2058* NAD 83(1986)-  34 20 15.     (N)    088 14 19.     (W)     SCALED    
 EG2058* NAVD 88     -       122.43   (meters)     401.7    (feet)  RESET     
 EG2058  ___________________________________________________________________
 EG2058  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG2058  VERT ORDER  -  THIRD
 EG2058
 EG2058.The horizontal coordinates were scaled from a topographic map and have
 EG2058.an estimated accuracy of +/- 6 seconds.
 EG2058
 EG2058.The orthometric height was computed from unverified reset data.
 EG2058.No vertical observational check was made to the station.
 EG2058
 EG2058.The geoid height was determined by GEOID03.
 EG2058
 EG2058;                    North         East    Units  Estimated Accuracy
 EG2058;SPC MS E     -   536,540.      354,720.      MT  (+/- 180 meters Scaled)
 EG2058
 EG2058                          SUPERSEDED SURVEY CONTROL
 EG2058
 EG2058  NGVD 29 (08/12/04)  122.38   (m)          401.5    (f) RESET       3  
 EG2058
 EG2058.Superseded values are not recommended for survey control.
 EG2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2058.See file dsdata.txt to determine how the superseded data were derived.
 EG2058
 EG2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD860002(NAD 83)
 EG2058_MARKER: DV = VERTICAL CONTROL DISK
 EG2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2058_SP_SET: CONCRETE POST
 EG2058_STAMPING: A 170 RESET 1989
 EG2058_MARK LOGO: NGS   
 EG2058_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2058+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EG2058
 EG2058  HISTORY     - Date     Condition        Report By
 EG2058  HISTORY     - 1989     MONUMENTED       MSHD
 EG2058
 EG2058                          STATION DESCRIPTION
 EG2058
 EG2058'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2058'12.48 KM (7.75 MI) NORTH ALONG STATE HIGHWAY FROM THE JUNCTION OF U.S.
 EG2058'HIGHWAY 78 AT TREMONT TO A CROSSROAD, THEN WEST ALONG MT. GILEAD ROAD
 EG2058'FOR 2.74 KM (1.70 MI) TO THE MARK ON THE LEFT, 42.67 M (140.0 FT)
 EG2058'SOUTH SOUTHEAST AND ACROSS ROAD FROM A LARGE TWIN TRUNKED OAK TREE,
 EG2058'15.54 M (51.0 FT) EAST OF THE EAST EDGE OF DRAINAGE DITCH, 14.02 M
 EG2058'(46.0 FT) SOUTH OF THE CENTER OF PRESENT GRAVEL ROAD, 0.70 M (2.3 FT)
 EG2058'EAST OF A 14 INCH PINE TREE, 0.46 M (1.5 FT) WEST OF A METAL WITNESS
 EG2058'POST, 0.30 M (1.0 FT) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 EG2058'WITH THE GROUND ABOUT 1.0 M (3.3 FT) BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0716 ***********************************************************************
 EG0716  DESIGNATION -  A 171
 EG0716  PID         -  EG0716
 EG0716  STATE/COUNTY-  MS/LEE
 EG0716  USGS QUAD   -  EVERGREEN (1979)
 EG0716
 EG0716                         *CURRENT SURVEY CONTROL
 EG0716  ___________________________________________________________________
 EG0716* NAD 83(1986)-  34 11 35.     (N)    088 33 41.     (W)     SCALED    
 EG0716* NAVD 88     -        97.996  (meters)     321.51   (feet)  ADJUSTED  
 EG0716  ___________________________________________________________________
 EG0716  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG0716  DYNAMIC HT  -          97.897 (meters)     321.18  (feet)  COMP
 EG0716  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 EG0716
 EG0716  VERT ORDER  -  SECOND    CLASS 0
 EG0716
 EG0716.The horizontal coordinates were scaled from a topographic map and have
 EG0716.an estimated accuracy of +/- 6 seconds.
 EG0716
 EG0716.The orthometric height was determined by differential leveling
 EG0716.and adjusted in June 1991.
 EG0716
 EG0716.The geoid height was determined by GEOID03.
 EG0716
 EG0716.The dynamic height is computed by dividing the NAVD 88
 EG0716.geopotential number by the normal gravity value computed on the
 EG0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0716.degrees latitude (g = 980.6199 gals.).
 EG0716
 EG0716.The modeled gravity was interpolated from observed gravity values.
 EG0716
 EG0716;                    North         East    Units  Estimated Accuracy
 EG0716;SPC MS E     -   520,390.      325,070.      MT  (+/- 180 meters Scaled)
 EG0716
 EG0716                          SUPERSEDED SURVEY CONTROL
 EG0716
 EG0716  NGVD 29 (??/??/92)   97.927  (m)          321.28   (f) ADJ UNCH    2 0
 EG0716
 EG0716.Superseded values are not recommended for survey control.
 EG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0716.See file dsdata.txt to determine how the superseded data were derived.
 EG0716
 EG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC561846(NAD 83)
 EG0716_MARKER: DB = BENCH MARK DISK
 EG0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0716_STAMPING: A 171 1946
 EG0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0716+STABILITY: SURFACE MOTION
 EG0716
 EG0716  HISTORY     - Date     Condition        Report By
 EG0716  HISTORY     - 1946     MONUMENTED       CGS
 EG0716  HISTORY     - 1962     GOOD             MSHD
 EG0716
 EG0716                          STATION DESCRIPTION
 EG0716
 EG0716'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0716'5.1 MI SE FROM MOOREVILLE.
 EG0716'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 361 AT
 EG0716'MOOREVILLE, GO SOUTH ON STATE HIGHWAY 371 FOR 4.85 MILES TO A GRAVEL
 EG0716'ROAD ON THE RIGHT, (AT THE BEGINNING OF A CURVE IN THE HIGHWAY).
 EG0716'CONTINUE ON THE GRAVEL ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 EG0716'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE
 EG0716'CONCRETE POST.  IT IS 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EG0716'HOUSE AT A Y ROAD JUNCTION, 56 FEET NORTH OF A DRIVEWAY, 33 FEET SOUTH
 EG0716'OF A FENCE CORNER, 7 FEET SOUTHWEST OF A 10 INCH OAK TREE, 6 FEET EAST
 EG0716'OF A WIRE FENCE, 25 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT WEST
 EG0716'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND PROJECTS 6
 EG0716'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0353 ***********************************************************************
 EG0353  DESIGNATION -  A 174
 EG0353  PID         -  EG0353
 EG0353  STATE/COUNTY-  MS/MONROE
 EG0353  USGS QUAD   -  TURON (1979)
 EG0353
 EG0353                         *CURRENT SURVEY CONTROL
 EG0353  ___________________________________________________________________
 EG0353* NAD 83(1986)-  34 04 23.     (N)    088 22 10.     (W)     SCALED    
 EG0353* NAVD 88     -        83.170  (meters)     272.87   (feet)  ADJUSTED  
 EG0353  ___________________________________________________________________
 EG0353  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EG0353  DYNAMIC HT  -          83.085 (meters)     272.59  (feet)  COMP
 EG0353  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 EG0353
 EG0353  VERT ORDER  -  SECOND    CLASS 0
 EG0353
 EG0353.The horizontal coordinates were scaled from a topographic map and have
 EG0353.an estimated accuracy of +/- 6 seconds.
 EG0353
 EG0353.The orthometric height was determined by differential leveling
 EG0353.and adjusted in June 1991.
 EG0353
 EG0353.The geoid height was determined by GEOID03.
 EG0353
 EG0353.The dynamic height is computed by dividing the NAVD 88
 EG0353.geopotential number by the normal gravity value computed on the
 EG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0353.degrees latitude (g = 980.6199 gals.).
 EG0353
 EG0353.The modeled gravity was interpolated from observed gravity values.
 EG0353
 EG0353;                    North         East    Units  Estimated Accuracy
 EG0353;SPC MS E     -   507,150.      342,820.      MT  (+/- 180 meters Scaled)
 EG0353
 EG0353                          SUPERSEDED SURVEY CONTROL
 EG0353
 EG0353  NGVD 29 (??/??/92)   83.11   (m)          272.7    (f) COMPUTED    2 0
 EG0353
 EG0353.Superseded values are not recommended for survey control.
 EG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0353.See file dsdata.txt to determine how the superseded data were derived.
 EG0353
 EG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC736711(NAD 83)
 EG0353_MARKER: DB = BENCH MARK DISK
 EG0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0353_STAMPING: A 174 1946
 EG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0353+STABILITY: SURFACE MOTION
 EG0353
 EG0353  HISTORY     - Date     Condition        Report By
 EG0353  HISTORY     - 1946     MONUMENTED       CGS
 EG0353  HISTORY     - 1963     GOOD             MSHD
 EG0353
 EG0353                          STATION DESCRIPTION
 EG0353
 EG0353'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0353'0.9 MI E FROM SMITHVILLE.
 EG0353'TO REACH FROM THE SMITHVILLE HIGH SCHOOL GO EAST, ALONG A BLACK TOP
 EG0353'ROAD FOR 0.9 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 EG0353'THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 30 FEET NORTH OF AND
 EG0353'ABOUT LEVEL WITH THE CENTER OF THE ROAD, 36 FEET SOUTHWEST OF THE
 EG0353'SOUTHWEST CORNER OF A BARN, 6 FEET NORTH OF FENCE, 1.5 FEET WEST OF A
 EG0353'FENCE, IN A BARN YARD CORNER, ABOUT LEVEL WITH A BLACK TOP ROAD, AND
 EG0353'PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE
 EG0353'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0487 ***********************************************************************
 DJ0487  DESIGNATION -  A 177
 DJ0487  PID         -  DJ0487
 DJ0487  STATE/COUNTY-  MS/NOXUBEE
 DJ0487  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0487
 DJ0487                         *CURRENT SURVEY CONTROL
 DJ0487  ___________________________________________________________________
 DJ0487* NAD 83(1986)-  33 13 15.     (N)    088 22 00.     (W)     SCALED    
 DJ0487* NAVD 88     -        59.831  (meters)     196.30   (feet)  ADJUSTED  
 DJ0487  ___________________________________________________________________
 DJ0487  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DJ0487  DYNAMIC HT  -          59.766 (meters)     196.08  (feet)  COMP
 DJ0487  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 DJ0487
 DJ0487  VERT ORDER  -  SECOND    CLASS 0
 DJ0487
 DJ0487.The horizontal coordinates were scaled from a topographic map and have
 DJ0487.an estimated accuracy of +/- 6 seconds.
 DJ0487
 DJ0487.The orthometric height was determined by differential leveling
 DJ0487.and adjusted in June 1991.
 DJ0487
 DJ0487.The geoid height was determined by GEOID03.
 DJ0487
 DJ0487.The dynamic height is computed by dividing the NAVD 88
 DJ0487.geopotential number by the normal gravity value computed on the
 DJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0487.degrees latitude (g = 980.6199 gals.).
 DJ0487
 DJ0487.The modeled gravity was interpolated from observed gravity values.
 DJ0487
 DJ0487;                    North         East    Units  Estimated Accuracy
 DJ0487;SPC MS E     -   412,630.      343,500.      MT  (+/- 180 meters Scaled)
 DJ0487
 DJ0487                          SUPERSEDED SURVEY CONTROL
 DJ0487
 DJ0487  NGVD 29 (??/??/92)   59.800  (m)          196.19   (f) ADJ UNCH    2 0
 DJ0487
 DJ0487.Superseded values are not recommended for survey control.
 DJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0487.See file dsdata.txt to determine how the superseded data were derived.
 DJ0487
 DJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB726766(NAD 83)
 DJ0487_MARKER: DB = BENCH MARK DISK
 DJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0487_STAMPING: A 177 1946
 DJ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0487+STABILITY: SURFACE MOTION
 DJ0487
 DJ0487  HISTORY     - Date     Condition        Report By
 DJ0487  HISTORY     - 1946     MONUMENTED       CGS
 DJ0487  HISTORY     - 1963     GOOD             MSHD
 DJ0487
 DJ0487                          STATION DESCRIPTION
 DJ0487
 DJ0487'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0487'2.55 MI SW FROM BIGBEE VALLEY.
 DJ0487'TO REACH THE MARK FROM THE POST OFFICE AT BIGBEE VALLEY, GO WEST 1.0
 DJ0487'MILE TO A CROSSROAD, TURN LEFT, SOUTH AND GO 1.55 MILES TO THE MARK ON
 DJ0487'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 DJ0487'CONCRETE POST.  IT IS 188 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DJ0487'WHITE DWELLING HOUSE, 116 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 35
 DJ0487'FEET NORTHOF A CORNER FENCE POST, 23 FEET EAST OF THE CENTER OF THE
 DJ0487'ROAD, ABOUT LEVEL WITH THE ROAD, AND PROJECTS 3 INCHES.  A METAL
 DJ0487'WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1079 ***********************************************************************
 DJ1079  DESIGNATION -  A 178
 DJ1079  PID         -  DJ1079
 DJ1079  STATE/COUNTY-  MS/MONROE
 DJ1079  USGS QUAD   -  ABERDEEN (1992)
 DJ1079
 DJ1079                         *CURRENT SURVEY CONTROL
 DJ1079  ___________________________________________________________________
 DJ1079* NAD 83(1986)-  33 49 20.     (N)    088 31 56.     (W)     SCALED    
 DJ1079* NAVD 88     -        59.671  (meters)     195.77   (feet)  ADJUSTED  
 DJ1079  ___________________________________________________________________
 DJ1079  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1079  DYNAMIC HT  -          59.610 (meters)     195.57  (feet)  COMP
 DJ1079  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 DJ1079
 DJ1079  VERT ORDER  -  SECOND    CLASS 0
 DJ1079
 DJ1079.The horizontal coordinates were scaled from a topographic map and have
 DJ1079.an estimated accuracy of +/- 6 seconds.
 DJ1079
 DJ1079.The orthometric height was determined by differential leveling
 DJ1079.and adjusted in June 1991.
 DJ1079
 DJ1079.The geoid height was determined by GEOID03.
 DJ1079
 DJ1079.The dynamic height is computed by dividing the NAVD 88
 DJ1079.geopotential number by the normal gravity value computed on the
 DJ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1079.degrees latitude (g = 980.6199 gals.).
 DJ1079
 DJ1079.The modeled gravity was interpolated from observed gravity values.
 DJ1079
 DJ1079;                    North         East    Units  Estimated Accuracy
 DJ1079;SPC MS E     -   479,270.      327,880.      MT  (+/- 180 meters Scaled)
 DJ1079
 DJ1079                          SUPERSEDED SURVEY CONTROL
 DJ1079
 DJ1079  NGVD 29 (??/??/92)   59.627  (m)          195.63   (f) ADJ UNCH    2 0
 DJ1079
 DJ1079.Superseded values are not recommended for survey control.
 DJ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1079.See file dsdata.txt to determine how the superseded data were derived.
 DJ1079
 DJ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC582435(NAD 83)
 DJ1079_MARKER: DB = BENCH MARK DISK
 DJ1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1079_STAMPING: A 178 1946
 DJ1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1079+STABILITY: SURFACE MOTION
 DJ1079
 DJ1079  HISTORY     - Date     Condition        Report By
 DJ1079  HISTORY     - 1946     MONUMENTED       CGS
 DJ1079  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1079  HISTORY     - 1964     MARK NOT FOUND   USGS
 DJ1079
 DJ1079                          STATION DESCRIPTION
 DJ1079
 DJ1079'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1079'0.8 MI SE FROM ABERDEEN.
 DJ1079'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE AT
 DJ1079'ABERDEEN, 0.1 MILE EAST OF A HIGHWAY BRIDGE, AT THE CITY LIMITS, 74.0
 DJ1079'FEET NORTH OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF THE
 DJ1079'HIGHWAY, 1.5 FEET SOUTH OF A WIRE FENCE, 2.0 FEET WEST OF A WOODEN
 DJ1079'WITNESS POST.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 DJ1079'ABOUT 3 INCHES ABOVE THE GROUND.  NOTE-- A DIRT FILL AND SMALL
 DJ1079'BUILDING ARE NOW LOCATED AT THIS POINT.  IT APPEARS THE MARK HAS BEEN
 DJ1079'DESTROYED.
 DJ1079
 DJ1079                          STATION RECOVERY (1964)
 DJ1079
 DJ1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DJ1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0970 ***********************************************************************
 BH0970  DESIGNATION -  A 18
 BH0970  PID         -  BH0970
 BH0970  STATE/COUNTY-  MS/HANCOCK
 BH0970  USGS QUAD   -  WAVELAND (1976)
 BH0970
 BH0970                         *CURRENT SURVEY CONTROL
 BH0970  ___________________________________________________________________
 BH0970* NAD 83(1986)-  30 18 01.     (N)    089 26 22.     (W)     SCALED    
 BH0970* NAVD 88     -         1.885  (meters)       6.18   (feet)  ADJUSTED  
 BH0970  ___________________________________________________________________
 BH0970  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BH0970  DYNAMIC HT  -           1.882 (meters)       6.17  (feet)  COMP
 BH0970  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BH0970
 BH0970  VERT ORDER  -  FIRST     CLASS I
 BH0970
 BH0970.The horizontal coordinates were scaled from a topographic map and have
 BH0970.an estimated accuracy of +/- 6 seconds.
 BH0970
 BH0970.The orthometric height was determined by differential leveling
 BH0970.and adjusted in February 1994.
 BH0970
 BH0970.The geoid height was determined by GEOID03.
 BH0970
 BH0970.The dynamic height is computed by dividing the NAVD 88
 BH0970.geopotential number by the normal gravity value computed on the
 BH0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0970.degrees latitude (g = 980.6199 gals.).
 BH0970
 BH0970.The modeled gravity was interpolated from observed gravity values.
 BH0970
 BH0970;                    North         East    Units  Estimated Accuracy
 BH0970;SPC MS E     -    88,860.      241,700.      MT  (+/- 180 meters Scaled)
 BH0970
 BH0970                          SUPERSEDED SURVEY CONTROL
 BH0970
 BH0970  NAVD 88 (06/15/91)    1.884  (m)            6.18   (f) UNKNOWN     1 1
 BH0970  NGVD 29 (??/??/??)    1.840  (m)            6.04   (f) ADJUSTED    1 1
 BH0970
 BH0970.Superseded values are not recommended for survey control.
 BH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0970.See file dsdata.txt to determine how the superseded data were derived.
 BH0970
 BH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU653545(NAD 83)
 BH0970_MARKER: DB = BENCH MARK DISK
 BH0970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH0970_SP_SET: HEADWALL
 BH0970_STAMPING: A 18 1934
 BH0970_MARK LOGO: CGS   
 BH0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0970+STABILITY: SURFACE MOTION
 BH0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0970+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 BH0970
 BH0970  HISTORY     - Date     Condition        Report By
 BH0970  HISTORY     - 1934     MONUMENTED       CGS
 BH0970  HISTORY     - 1972     GOOD             MSHD
 BH0970  HISTORY     - 1974     GOOD             NGS
 BH0970  HISTORY     - 1976     GOOD             NGS
 BH0970  HISTORY     - 19930318 GOOD             NGS
 BH0970  HISTORY     - 20040212 GOOD             NGS
 BH0970  HISTORY     - 20050705 GOOD             NGS
 BH0970
 BH0970                          STATION DESCRIPTION
 BH0970
 BH0970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0970'6.3 MI WSW FROM BAY ST  LOUIS.
 BH0970'THE MARK IS LOCATED 6.3 MILES WEST-SOUTHWEST OF BAY ST. LOUIS IN THE
 BH0970'WEST END OF THE NORTH HEADWALL OF A 5 FOOT CONCRETE BOX CULVERT UNDER
 BH0970'OLD HIGHWAY 90, 0.45 MILES EAST OF THE BRIDGE OVER BAYOU PHILLIP IN
 BH0970'THE SOUTHWEST 1/4 OF SECTION 31, T 8S, R 14W.  IT IS 94 FEET NORTH AND
 BH0970'ACROSS THE OLD HIGHWAY FROM THE CENTER OF THE WEST BOUND LANE OF U.S.
 BH0970'HIGHWAY 90, 21 FEET NORTH OF THE CENTER OF THE OLD HIGHWAY, 233 FEET
 BH0970'NORTH AND ACROSS BOTH LANES OF THE NEW HIGHWAY AND THE OLD HIGHWAY
 BH0970'FROM BENCH MARK H 190, 2 FEET NORTH OF A METAL WITNESS POST SET IN A
 BH0970'DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 5 FOOT CONCRETE
 BH0970'BOX CULVERT UNDER THE OLD HIGHWAY AND IS ABOUT 3 FEET BELOW THE LEVEL
 BH0970'OF THE OLD HIGHWAY.  TO REACH FROM THE WEST END OF THE BRIDGE OVER ST.
 BH0970'LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR 3.5 MILES TO
 BH0970'THE JUNCTION OF STATE HIGHWAY 603 AND 43.  CONTINUE WEST ON U.S.
 BH0970'HIGHWAY 90 FOR 3 MILES TO A SIDE ROAD RIGHT.  CONTINUE WEST ON U.S.
 BH0970'HIGHWAY 90 FOR 0.75 MILES TO THE MARK ON THE RIGHT.
 BH0970
 BH0970                          STATION RECOVERY (1974)
 BH0970
 BH0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0970'RECOVERED IN GOOD CONDITION.
 BH0970
 BH0970                          STATION RECOVERY (1976)
 BH0970
 BH0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0970'RECOVERED IN GOOD CONDITION.
 BH0970
 BH0970                          STATION RECOVERY (1993)
 BH0970
 BH0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0970'6.0 KM (3.70 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH0970'STATE HIGHWAY 43 IN WAVELAND, IN TOP OF AND 0.2 M (0.7 FT) EAST OF
 BH0970'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER A
 BH0970'FRONTAGE ROAD, 36.5 M (119.8 FT) WEST OF THE EXTENDED CENTER OF A
 BH0970'CROSSOVER, 28.8 M (94.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 BH0970'LANES OF THE HIGHWAY, 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF A
 BH0970'FRONTAGE ROAD, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH0970
 BH0970                          STATION RECOVERY (2004)
 BH0970
 BH0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 BH0970'UPDATED COORDINATES ARE N 30 18 00.1 W 89 26 22.7.  CONCRETE CULVERT
 BH0970'IS JUST EAST OF A LARGER WOODEN CULVERT AND ABOUT 0.4 MILES EAST OF A
 BH0970'BARRICADE BLOCKING THE FRONTAGE ROAD.
 BH0970
 BH0970                          STATION RECOVERY (2005)
 BH0970
 BH0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0094 ***********************************************************************
 DJ0094  DESIGNATION -  A 18 186
 DJ0094  PID         -  DJ0094
 DJ0094  STATE/COUNTY-  MS/LOWNDES
 DJ0094  USGS QUAD   -  STEENS (1987)
 DJ0094
 DJ0094                         *CURRENT SURVEY CONTROL
 DJ0094  ___________________________________________________________________
 DJ0094* NAD 83(1986)-  33 33 48.     (N)    088 18 41.     (W)     SCALED    
 DJ0094* NAVD 88     -        59.779  (meters)     196.12   (feet)  ADJUSTED  
 DJ0094  ___________________________________________________________________
 DJ0094  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0094  DYNAMIC HT  -          59.716 (meters)     195.92  (feet)  COMP
 DJ0094  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DJ0094
 DJ0094  VERT ORDER  -  SECOND    CLASS 0
 DJ0094
 DJ0094.The horizontal coordinates were scaled from a topographic map and have
 DJ0094.an estimated accuracy of +/- 6 seconds.
 DJ0094
 DJ0094.The orthometric height was determined by differential leveling
 DJ0094.and adjusted in June 1991.
 DJ0094
 DJ0094.The geoid height was determined by GEOID03.
 DJ0094
 DJ0094.The dynamic height is computed by dividing the NAVD 88
 DJ0094.geopotential number by the normal gravity value computed on the
 DJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0094.degrees latitude (g = 980.6199 gals.).
 DJ0094
 DJ0094.The modeled gravity was interpolated from observed gravity values.
 DJ0094
 DJ0094;                    North         East    Units  Estimated Accuracy
 DJ0094;SPC MS E     -   450,640.      348,460.      MT  (+/- 180 meters Scaled)
 DJ0094
 DJ0094                          SUPERSEDED SURVEY CONTROL
 DJ0094
 DJ0094  NGVD 29 (??/??/92)   59.753  (m)          196.04   (f) ADJ UNCH    2 0
 DJ0094
 DJ0094.Superseded values are not recommended for survey control.
 DJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0094.See file dsdata.txt to determine how the superseded data were derived.
 DJ0094
 DJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC782145(NAD 83)
 DJ0094_MARKER: DD = SURVEY DISK
 DJ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0094_STAMPING: A 18 186 1937
 DJ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0094+STABILITY: SURFACE MOTION
 DJ0094
 DJ0094  HISTORY     - Date     Condition        Report By
 DJ0094  HISTORY     - 1937     MONUMENTED       DOD
 DJ0094  HISTORY     - 1946     GOOD             NGS
 DJ0094
 DJ0094                          STATION DESCRIPTION
 DJ0094
 DJ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0094'IN STEENS.
 DJ0094'AT STEENS, ABOUT 500 FEET EAST OF THE STATION WAITING ROOM, 17 FEET
 DJ0094'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 8 FEET NORTH OF AND ABOUT
 DJ0094'2 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 2 FEET EAST OF A
 DJ0094'WOODEN WITNESS POST.  A USE DISK SET IN THE TOP OF A CONCRETE POST SET
 DJ0094'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1041 ***********************************************************************
 DJ1041  DESIGNATION -  A 180
 DJ1041  PID         -  DJ1041
 DJ1041  STATE/COUNTY-  MS/MONROE
 DJ1041  USGS QUAD   -  MULDON (1987)
 DJ1041
 DJ1041                         *CURRENT SURVEY CONTROL
 DJ1041  ___________________________________________________________________
 DJ1041* NAD 83(1986)-  33 41 41.     (N)    088 37 40.     (W)     SCALED    
 DJ1041* NAVD 88     -        85.808  (meters)     281.52   (feet)  ADJUSTED  
 DJ1041  ___________________________________________________________________
 DJ1041  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DJ1041  DYNAMIC HT  -          85.719 (meters)     281.23  (feet)  COMP
 DJ1041  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 DJ1041
 DJ1041  VERT ORDER  -  SECOND    CLASS 0
 DJ1041
 DJ1041.The horizontal coordinates were scaled from a topographic map and have
 DJ1041.an estimated accuracy of +/- 6 seconds.
 DJ1041
 DJ1041.The orthometric height was determined by differential leveling
 DJ1041.and adjusted in June 1991.
 DJ1041
 DJ1041.The geoid height was determined by GEOID03.
 DJ1041
 DJ1041.The dynamic height is computed by dividing the NAVD 88
 DJ1041.geopotential number by the normal gravity value computed on the
 DJ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1041.degrees latitude (g = 980.6199 gals.).
 DJ1041
 DJ1041.The modeled gravity was interpolated from observed gravity values.
 DJ1041
 DJ1041;                    North         East    Units  Estimated Accuracy
 DJ1041;SPC MS E     -   465,110.      319,060.      MT  (+/- 180 meters Scaled)
 DJ1041
 DJ1041                          SUPERSEDED SURVEY CONTROL
 DJ1041
 DJ1041  NGVD 29 (??/??/92)   85.77   (m)          281.4    (f) COMPUTED    2 0
 DJ1041
 DJ1041.Superseded values are not recommended for survey control.
 DJ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1041.See file dsdata.txt to determine how the superseded data were derived.
 DJ1041
 DJ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC491294(NAD 83)
 DJ1041_MARKER: DB = BENCH MARK DISK
 DJ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1041_STAMPING: A 180 1946
 DJ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1041+STABILITY: SURFACE MOTION
 DJ1041
 DJ1041  HISTORY     - Date     Condition        Report By
 DJ1041  HISTORY     - 1946     MONUMENTED       CGS
 DJ1041  HISTORY     - 1963     GOOD             MSHD
 DJ1041  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1041
 DJ1041                          STATION DESCRIPTION
 DJ1041
 DJ1041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1041'1.3 MI W FROM STRONGS.
 DJ1041'TO REACH FROM THE POST OFFICE AT STRONG, GO WEST ON A GRAVEL ROAD FOR
 DJ1041'1.3 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DJ1041'OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 125 FEET NORTHEAST OF THE
 DJ1041'NORTHEAST CORNER OF A TENNANT HOUSE, 22 FEET EAST OF THE CENTER OF A
 DJ1041'LANE LEADING TO A HOUSE, 24 FEET SOUTH OF THE CENTER OF THE MAIN ROAD,
 DJ1041'0.5 FEET SOUTH OF A WIRE FENCE, 1 FOOT ABOVE THE LEVEL OF THE GRAVEL
 DJ1041'ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 DJ1041'WEST OF THE MARK.
 DJ1041
 DJ1041                          STATION RECOVERY (1983)
 DJ1041
 DJ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1041'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0036 ***********************************************************************
 DJ0036  DESIGNATION -  A 181
 DJ0036  PID         -  DJ0036
 DJ0036  STATE/COUNTY-  MS/MONROE
 DJ0036  USGS QUAD   -  AMORY SE (1966)
 DJ0036
 DJ0036                         *CURRENT SURVEY CONTROL
 DJ0036  ___________________________________________________________________
 DJ0036* NAD 83(1986)-  33 46 55.     (N)    088 17 08.     (W)     SCALED    
 DJ0036* NAVD 88     -       115.326  (meters)     378.37   (feet)  ADJUSTED  
 DJ0036  ___________________________________________________________________
 DJ0036  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DJ0036  DYNAMIC HT  -         115.207 (meters)     377.98  (feet)  COMP
 DJ0036  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 DJ0036
 DJ0036  VERT ORDER  -  SECOND    CLASS 0
 DJ0036
 DJ0036.The horizontal coordinates were scaled from a topographic map and have
 DJ0036.an estimated accuracy of +/- 6 seconds.
 DJ0036
 DJ0036.The orthometric height was determined by differential leveling
 DJ0036.and adjusted in June 1991.
 DJ0036
 DJ0036.The geoid height was determined by GEOID03.
 DJ0036
 DJ0036.The dynamic height is computed by dividing the NAVD 88
 DJ0036.geopotential number by the normal gravity value computed on the
 DJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0036.degrees latitude (g = 980.6199 gals.).
 DJ0036
 DJ0036.The modeled gravity was interpolated from observed gravity values.
 DJ0036
 DJ0036;                    North         East    Units  Estimated Accuracy
 DJ0036;SPC MS E     -   474,900.      350,730.      MT  (+/- 180 meters Scaled)
 DJ0036
 DJ0036                          SUPERSEDED SURVEY CONTROL
 DJ0036
 DJ0036  NGVD 29 (??/??/92)  115.290  (m)          378.25   (f) ADJ UNCH    2 0
 DJ0036
 DJ0036.Superseded values are not recommended for survey control.
 DJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0036.See file dsdata.txt to determine how the superseded data were derived.
 DJ0036
 DJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC809387(NAD 83)
 DJ0036_MARKER: DB = BENCH MARK DISK
 DJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0036_STAMPING: A 181 1946
 DJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0036+STABILITY: SURFACE MOTION
 DJ0036
 DJ0036  HISTORY     - Date     Condition        Report By
 DJ0036  HISTORY     - 1946     MONUMENTED       CGS
 DJ0036
 DJ0036                          STATION DESCRIPTION
 DJ0036
 DJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0036'13.2 MI NW FROM VERNON, ALABAMA.
 DJ0036'ABOUT 5.8 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COURT HOUSE AT
 DJ0036'VERNON, THENCE ABOUT 2.3 MILES NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 DJ0036'5.1 MILES WEST ALONG THE VERNON-ABERDEEN ROAD.  THE MARK IS 115 FEET
 DJ0036'SOUTH OF THE CENTER OF THE INTERSECTION OF THE MAIN ROAD AND A ROAD
 DJ0036'LEADING EAST, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 DJ0036'HOUSE, 16 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 DJ0036'ROAD, 2 FEET SOUTH OF A WOODEN WITNESS POST.  A BRONZE DISK SET IN THE
 DJ0036'TOP OF A CONCRETE POST, PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0586 ***********************************************************************
 DJ0586  DESIGNATION -  A 182
 DJ0586  PID         -  DJ0586
 DJ0586  STATE/COUNTY-  MS/LOWNDES
 DJ0586  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0586
 DJ0586                         *CURRENT SURVEY CONTROL
 DJ0586  ___________________________________________________________________
 DJ0586* NAD 83(1986)-  33 24 48.     (N)    088 26 20.     (W)     SCALED    
 DJ0586* NAVD 88     -        48.693  (meters)     159.75   (feet)  ADJUSTED  
 DJ0586  ___________________________________________________________________
 DJ0586  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DJ0586  DYNAMIC HT  -          48.641 (meters)     159.58  (feet)  COMP
 DJ0586  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DJ0586
 DJ0586  VERT ORDER  -  SECOND    CLASS 0
 DJ0586
 DJ0586.The horizontal coordinates were scaled from a topographic map and have
 DJ0586.an estimated accuracy of +/- 6 seconds.
 DJ0586
 DJ0586.The orthometric height was determined by differential leveling
 DJ0586.and adjusted in June 1991.
 DJ0586
 DJ0586.The geoid height was determined by GEOID03.
 DJ0586
 DJ0586.The dynamic height is computed by dividing the NAVD 88
 DJ0586.geopotential number by the normal gravity value computed on the
 DJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0586.degrees latitude (g = 980.6199 gals.).
 DJ0586
 DJ0586.The modeled gravity was interpolated from observed gravity values.
 DJ0586
 DJ0586;                    North         East    Units  Estimated Accuracy
 DJ0586;SPC MS E     -   433,950.      336,690.      MT  (+/- 180 meters Scaled)
 DJ0586
 DJ0586                          SUPERSEDED SURVEY CONTROL
 DJ0586
 DJ0586  NGVD 29 (??/??/92)   48.684  (m)          159.72   (f) ADJ UNCH    2 0
 DJ0586
 DJ0586.Superseded values are not recommended for survey control.
 DJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0586.See file dsdata.txt to determine how the superseded data were derived.
 DJ0586
 DJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB662980(NAD 83)
 DJ0586_MARKER: DB = BENCH MARK DISK
 DJ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0586_STAMPING: A 182 1946
 DJ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0586+STABILITY: SURFACE MOTION
 DJ0586
 DJ0586  HISTORY     - Date     Condition        Report By
 DJ0586  HISTORY     - 1946     MONUMENTED       CGS
 DJ0586  HISTORY     - 1963     GOOD             MSHD
 DJ0586
 DJ0586                          STATION DESCRIPTION
 DJ0586
 DJ0586'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0586'5.3 MI NE FROM TRINITY.
 DJ0586'TO REACH THE MARK FROM THE C.M.E. CHURCH IN TRINITY, GO EAST ON A
 DJ0586'GRAVEL ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO NORTH FOR
 DJ0586'4.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 DJ0586'OF AN 8-INCH SQUARE CONCRETE POST.  IT IS AT THE EDGE OF A SMALL POND,
 DJ0586'ABOUT 150 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A FARM LANE, 38
 DJ0586'FEET NORTHEAST OF THE CENTER OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 DJ0586'AND PROJECTS 6 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF
 DJ0586'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0207 ***********************************************************************
 EG0207  DESIGNATION -  A 183
 EG0207  PID         -  EG0207
 EG0207  STATE/COUNTY-  MS/MONROE
 EG0207  USGS QUAD   -  SMITHVILLE (1992)
 EG0207
 EG0207                         *CURRENT SURVEY CONTROL
 EG0207  ___________________________________________________________________
 EG0207* NAD 83(1986)-  34 00 11.     (N)    088 28 52.     (W)     SCALED    
 EG0207* NAVD 88     -        72.562  (meters)     238.06   (feet)  ADJUSTED  
 EG0207  ___________________________________________________________________
 EG0207  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG0207  DYNAMIC HT  -          72.489 (meters)     237.82  (feet)  COMP
 EG0207  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 EG0207
 EG0207  VERT ORDER  -  SECOND    CLASS 0
 EG0207
 EG0207.The horizontal coordinates were scaled from a topographic map and have
 EG0207.an estimated accuracy of +/- 6 seconds.
 EG0207
 EG0207.The orthometric height was determined by differential leveling
 EG0207.and adjusted in June 1991.
 EG0207
 EG0207.The geoid height was determined by GEOID03.
 EG0207
 EG0207.The dynamic height is computed by dividing the NAVD 88
 EG0207.geopotential number by the normal gravity value computed on the
 EG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0207.degrees latitude (g = 980.6199 gals.).
 EG0207
 EG0207.The modeled gravity was interpolated from observed gravity values.
 EG0207
 EG0207;                    North         East    Units  Estimated Accuracy
 EG0207;SPC MS E     -   499,340.      332,540.      MT  (+/- 180 meters Scaled)
 EG0207
 EG0207                          SUPERSEDED SURVEY CONTROL
 EG0207
 EG0207  NGVD 29 (??/??/92)   72.504  (m)          237.87   (f) ADJ UNCH    2 0
 EG0207
 EG0207.Superseded values are not recommended for survey control.
 EG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0207.See file dsdata.txt to determine how the superseded data were derived.
 EG0207
 EG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC632634(NAD 83)
 EG0207_MARKER: DB = BENCH MARK DISK
 EG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0207_SP_SET: CULVERT
 EG0207_STAMPING: A 183 1946
 EG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0207
 EG0207  HISTORY     - Date     Condition        Report By
 EG0207  HISTORY     - 1946     MONUMENTED       CGS
 EG0207  HISTORY     - 1963     GOOD             MSHD
 EG0207
 EG0207                          STATION DESCRIPTION
 EG0207
 EG0207'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0207'1.7 MI N FROM AMORY.
 EG0207'TO REACH FROM THE CITY PARK IN AMORY, GO NORTHWEST ALONG STATE HIGHWAY
 EG0207'25 FOR 1.7 MILES TO A FOUR FOOT CONCRETE CULVERT AND THE MARK ON THE
 EG0207'LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP
 EG0207'OF THE NORTH END OF THE NORTHWEST HEAD WALL, 95 FEET SOUTH OF A FENCE
 EG0207'CORNER, 17 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0262 ***********************************************************************
 CO0262  DESIGNATION -  A 184
 CO0262  PID         -  CO0262
 CO0262  STATE/COUNTY-  MS/KEMPER
 CO0262  USGS QUAD   -  SCOOBA (1973)
 CO0262
 CO0262                         *CURRENT SURVEY CONTROL
 CO0262  ___________________________________________________________________
 CO0262* NAD 83(1986)-  32 47 04.     (N)    088 27 35.     (W)     SCALED    
 CO0262* NAVD 88     -        61.439  (meters)     201.57   (feet)  ADJUSTED  
 CO0262  ___________________________________________________________________
 CO0262  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CO0262  DYNAMIC HT  -          61.369 (meters)     201.34  (feet)  COMP
 CO0262  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CO0262
 CO0262  VERT ORDER  -  FIRST     CLASS II
 CO0262
 CO0262.The horizontal coordinates were scaled from a topographic map and have
 CO0262.an estimated accuracy of +/- 6 seconds.
 CO0262
 CO0262.The orthometric height was determined by differential leveling
 CO0262.and adjusted in June 1991.
 CO0262
 CO0262.The geoid height was determined by GEOID03.
 CO0262
 CO0262.The dynamic height is computed by dividing the NAVD 88
 CO0262.geopotential number by the normal gravity value computed on the
 CO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0262.degrees latitude (g = 980.6199 gals.).
 CO0262
 CO0262.The modeled gravity was interpolated from observed gravity values.
 CO0262
 CO0262;                    North         East    Units  Estimated Accuracy
 CO0262;SPC MS E     -   364,200.      335,000.      MT  (+/- 180 meters Scaled)
 CO0262
 CO0262                          SUPERSEDED SURVEY CONTROL
 CO0262
 CO0262  NGVD 29 (??/??/92)   61.413  (m)          201.49   (f) ADJ UNCH    1 2
 CO0262
 CO0262.Superseded values are not recommended for survey control.
 CO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0262.See file dsdata.txt to determine how the superseded data were derived.
 CO0262
 CO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB633283(NAD 83)
 CO0262_MARKER: DB = BENCH MARK DISK
 CO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0262_STAMPING: A 184 1946
 CO0262_MARK LOGO: CGS   
 CO0262_PROJECTION: PROJECTING 6 CENTIMETERS
 CO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0262+STABILITY: SURFACE MOTION
 CO0262
 CO0262  HISTORY     - Date     Condition        Report By
 CO0262  HISTORY     - 1946     MONUMENTED       CGS
 CO0262  HISTORY     - 1963     GOOD             MSHD
 CO0262  HISTORY     - 1983     GOOD             NGS
 CO0262
 CO0262                          STATION DESCRIPTION
 CO0262
 CO0262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CO0262'1.0 MI N FROM ELECTRIC MILLS.
 CO0262'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 16 AND U. S.
 CO0262'HIGHWAY 45 IN SCOOBA, GO SOUTH ON U. S. 45 FOR 3.0 MILES TO THE MARK
 CO0262'ON THE RIGHT.  (1.0 MILE NORTH OF ELECTRIC MILLS).  THE MARK IS A DISK
 CO0262'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 62 FEET WEST
 CO0262'OF THE CENTERLINE OF THE HIGHWAY, 39 FEET EAST OF THE CENTER OF THE
 CO0262'RAILROAD, ABOUT LEVEL WITH THE TRACK, PROJECTS 4 INCHES.  A METAL
 CO0262'WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 CO0262
 CO0262                          STATION RECOVERY (1983)
 CO0262
 CO0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.3 KM
 CO0262'(3.3 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0262'HIGHWAY 16 AT THE EAST EDGE OF SCOOBA, ABOUT 289.5 METERS (950.0 FT)
 CO0262'SOUTH OF A RAILROAD SWITCH CONTROL BOX, 18.89 METERS (62.0 FT) WEST OF
 CO0262'THE CENTERLINE OF THE HIGHWAY, AND 11.12 METERS (36.5 FT) EAST OF THE
 CO0262'EAST RAIL OF RAILROAD TRACKS.
 CO0262'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CO0262'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0198 ***********************************************************************
 CO0198  DESIGNATION -  A 185
 CO0198  PID         -  CO0198
 CO0198  STATE/COUNTY-  MS/KEMPER
 CO0198  USGS QUAD   -  PORTERVILLE (1987)
 CO0198
 CO0198                         *CURRENT SURVEY CONTROL
 CO0198  ___________________________________________________________________
 CO0198* NAD 83(1986)-  32 41 54.     (N)    088 22 30.     (W)     SCALED    
 CO0198* NAVD 88     -        67.345  (meters)     220.95   (feet)  ADJUSTED  
 CO0198  ___________________________________________________________________
 CO0198  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CO0198  DYNAMIC HT  -          67.267 (meters)     220.69  (feet)  COMP
 CO0198  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CO0198
 CO0198  VERT ORDER  -  SECOND    CLASS 0
 CO0198
 CO0198.The horizontal coordinates were scaled from a topographic map and have
 CO0198.an estimated accuracy of +/- 6 seconds.
 CO0198
 CO0198.The orthometric height was determined by differential leveling
 CO0198.and adjusted in June 1991.
 CO0198
 CO0198.The geoid height was determined by GEOID03.
 CO0198
 CO0198.The dynamic height is computed by dividing the NAVD 88
 CO0198.geopotential number by the normal gravity value computed on the
 CO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0198.degrees latitude (g = 980.6199 gals.).
 CO0198
 CO0198.The modeled gravity was interpolated from observed gravity values.
 CO0198
 CO0198;                    North         East    Units  Estimated Accuracy
 CO0198;SPC MS E     -   354,680.      342,980.      MT  (+/- 180 meters Scaled)
 CO0198
 CO0198                          SUPERSEDED SURVEY CONTROL
 CO0198
 CO0198  NGVD 29 (??/??/92)   67.321  (m)          220.87   (f) ADJ UNCH    2 0
 CO0198
 CO0198.Superseded values are not recommended for survey control.
 CO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0198.See file dsdata.txt to determine how the superseded data were derived.
 CO0198
 CO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB711186(NAD 83)
 CO0198_MARKER: DB = BENCH MARK DISK
 CO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0198_SP_SET: CONCRETE POST
 CO0198_STAMPING: A 185 1946
 CO0198_MARK LOGO: CGS   
 CO0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0198+STABILITY: SURFACE MOTION
 CO0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0198+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1990
 CO0198
 CO0198  HISTORY     - Date     Condition        Report By
 CO0198  HISTORY     - 1946     MONUMENTED       CGS
 CO0198  HISTORY     - 19900919 GOOD             ALHD
 CO0198
 CO0198                          STATION DESCRIPTION
 CO0198
 CO0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0198'5.95 MI SW FROM EMELLE, ALABAMA.
 CO0198'1.9 MILE SOUTH ALONG HIGHWAY 17 FROM THE CROSS ROADS AT EMELLE,
 CO0198'ALABAMA THENCE 3.95 MILES WEST ALONG A DIRT ROAD LEADING VIA SLEDGE TO
 CO0198'PORTERVILLE, ABOUT 175 FEET WEST OF THE ALABAMA-MISSISSIPPI STATE
 CO0198'LINE, 186 FEET SOUTHWEST OF A FENCE CORNER NEAR THE STATE LINE MARKER,
 CO0198'110 FEET NORTHWEST OF THE WEST CORNER OF A LOG BARN, 196 FEET SOUTH OF
 CO0198'THE SOUTH CORNER OF A SMALL FARM HOUSE, 20 FEET SOUTHEAST OF AND ABOUT
 CO0198'LEVEL WITH THE CENTER LINE OF THE ROAD, 59 FEET SOUTHWEST OF THE
 CO0198'CENTER OF A GATE AND A ROAD LEADING TO THE FARM HOUSE, 2 FEET WEST OF
 CO0198'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 185 1946 AND
 CO0198'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CO0198
 CO0198                          STATION RECOVERY (1990)
 CO0198
 CO0198'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO0198'THE STATION IS LOCATED IN KEMPER COUNTY MISSISSIPPI ON THE SOUTH RIGHT
 CO0198'OF WAY OF A COUNTY GRAVEL ROAD, ABOUT 21.73 KM (13.50 MI) NORTHWEST
 CO0198'OF LIVINGSTON AND ABOUT 24.46 KM (15.20 MI) SOUTHWEST OF GAINSVILLE.
 CO0198'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 28 (MILE POST
 CO0198'152.70 ON ALA 17) NORTH OF BOYD, DRIVE NORTH ON ALA 17 6.20 KM
 CO0198'(3.85 MI) TO MILE POST 156.55 AND A COUNTY GRAVEL ROAD ON THE LEFT,
 CO0198'TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST 6.04 KM (3.75 MI) TO THE
 CO0198'ALABAMA - MISSISSIPPI STATE LINE, CONTINUE WEST ON THE GRAVEL ROAD
 CO0198'0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 CO0198'THE STATION IS 1.95 M (6.40 FT) WEST OF THE NORTHWEST CORNER OF A
 CO0198'GARDEN PLOT, 6.98 M (22.90 FT) NORTH - NORTHEAST OF A NIGHT LIGHT
 CO0198'POLE, 7.01 M (23.00 FT) SOUTH - SOUTHEAST OF THE CENTER OF THE GRAVEL
 CO0198'ROAD, 22.16 M (72.70 FT) NORTH - NORTHEAST OF THE NORTHEAST CORNER OF
 CO0198'THE FRONT PORCH OF A SMALL FRAME HOUSE, 0.30 M (0.98 FT) SOUTH -
 CO0198'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND PROJECTS FOUR INCHES.
 CO0198'ELEVATION 220.869 FEET OR 67.321 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0402 ***********************************************************************
 DJ0402  DESIGNATION -  A 186 RESET
 DJ0402  PID         -  DJ0402
 DJ0402  STATE/COUNTY-  MS/NOXUBEE
 DJ0402  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0402
 DJ0402                         *CURRENT SURVEY CONTROL
 DJ0402  ___________________________________________________________________
 DJ0402* NAD 83(1986)-  33 14 34.     (N)    088 22 02.     (W)     SCALED    
 DJ0402* NAVD 88     -        60.43   (meters)     198.3    (feet)  RESET     
 DJ0402  ___________________________________________________________________
 DJ0402  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DJ0402  VERT ORDER  -  THIRD
 DJ0402
 DJ0402.The horizontal coordinates were scaled from a topographic map and have
 DJ0402.an estimated accuracy of +/- 6 seconds.
 DJ0402
 DJ0402.The orthometric height was computed from unverified reset data.
 DJ0402
 DJ0402.The geoid height was determined by GEOID03.
 DJ0402
 DJ0402;                    North         East    Units  Estimated Accuracy
 DJ0402;SPC MS E     -   415,060.      343,440.      MT  (+/- 180 meters Scaled)
 DJ0402
 DJ0402                          SUPERSEDED SURVEY CONTROL
 DJ0402
 DJ0402  NGVD 29 (??/??/??)   60.40   (m)          198.2    (f) RESET       3  
 DJ0402
 DJ0402.Superseded values are not recommended for survey control.
 DJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0402.See file dsdata.txt to determine how the superseded data were derived.
 DJ0402
 DJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB726790(NAD 83)
 DJ0402_MARKER: DB = BENCH MARK DISK
 DJ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0402_STAMPING: A 186 RESET 1964
 DJ0402_MARK LOGO: CGS   
 DJ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0402+STABILITY: SURFACE MOTION
 DJ0402
 DJ0402  HISTORY     - Date     Condition        Report By
 DJ0402  HISTORY     - 1964     MONUMENTED       CGS
 DJ0402
 DJ0402                          STATION DESCRIPTION
 DJ0402
 DJ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DJ0402'1.0 MI W FROM BIGBEE VALLEY.
 DJ0402'THE MARK IS LOCATED ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM
 DJ0402'THE POST OFFICE IN BIGBEE VALLEY, NOXUBEE COUNTY, AT THE SOUTHWEST
 DJ0402'ANGLE OF A CROSSROADS, 38 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 DJ0402'ROAD, 58 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2 FEET
 DJ0402'EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT SOUTH OF
 DJ0402'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED A 186 RESET
 DJ0402'1964, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3
 DJ0402'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0618 ***********************************************************************
 DJ0618  DESIGNATION -  A 187
 DJ0618  PID         -  DJ0618
 DJ0618  STATE/COUNTY-  MS/LOWNDES
 DJ0618  USGS QUAD   -  FORRESTON (1987)
 DJ0618
 DJ0618                         *CURRENT SURVEY CONTROL
 DJ0618  ___________________________________________________________________
 DJ0618* NAD 83(1986)-  33 19 30.     (N)    088 22 28.     (W)     SCALED    
 DJ0618* NAVD 88     -        50.867  (meters)     166.89   (feet)  ADJUSTED  
 DJ0618  ___________________________________________________________________
 DJ0618  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0618  DYNAMIC HT  -          50.812 (meters)     166.71  (feet)  COMP
 DJ0618  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DJ0618
 DJ0618  VERT ORDER  -  SECOND    CLASS 0
 DJ0618
 DJ0618.The horizontal coordinates were scaled from a topographic map and have
 DJ0618.an estimated accuracy of +/- 6 seconds.
 DJ0618
 DJ0618.The orthometric height was determined by differential leveling
 DJ0618.and adjusted in June 1991.
 DJ0618
 DJ0618.The geoid height was determined by GEOID03.
 DJ0618
 DJ0618.The dynamic height is computed by dividing the NAVD 88
 DJ0618.geopotential number by the normal gravity value computed on the
 DJ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0618.degrees latitude (g = 980.6199 gals.).
 DJ0618
 DJ0618.The modeled gravity was interpolated from observed gravity values.
 DJ0618
 DJ0618;                    North         East    Units  Estimated Accuracy
 DJ0618;SPC MS E     -   424,180.      342,730.      MT  (+/- 180 meters Scaled)
 DJ0618
 DJ0618                          SUPERSEDED SURVEY CONTROL
 DJ0618
 DJ0618  NGVD 29 (??/??/92)   50.848  (m)          166.82   (f) ADJ UNCH    2 0
 DJ0618
 DJ0618.Superseded values are not recommended for survey control.
 DJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0618.See file dsdata.txt to determine how the superseded data were derived.
 DJ0618
 DJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB720881(NAD 83)
 DJ0618_MARKER: DB = BENCH MARK DISK
 DJ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0618_STAMPING: A 187 1946
 DJ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0618+STABILITY: SURFACE MOTION
 DJ0618
 DJ0618  HISTORY     - Date     Condition        Report By
 DJ0618  HISTORY     - 1946     MONUMENTED       CGS
 DJ0618  HISTORY     - 1963     GOOD             MSHD
 DJ0618
 DJ0618                          STATION DESCRIPTION
 DJ0618
 DJ0618'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0618'7.3 MI SE FROM TRINITY.
 DJ0618'TO REACH THE MARK FROM THE C. M. E. CHURCH IN TRINITY, GO EAST ON A
 DJ0618'GRAVEL ROAD FOR 1.05 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT, GO
 DJ0618'SOUTH FOR 1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY ON
 DJ0618'A ROAD LEADING TO THE NASHVILLE FERRY 4.4 MILES TO THE MARK ON THE
 DJ0618'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 DJ0618'POST.  IT IS 160 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL HOUSE,
 DJ0618'18 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 5 FEET WEST OF A FENCE
 DJ0618'CORNER POST, ABOUT LEVEL WITH THE ROAD, AND PROJECTS 6 INCHES. A METAL
 DJ0618'WITNESS POST WAS SET 1.0 FOOT NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0318 ***********************************************************************
 BH0318  DESIGNATION -  A 189
 BH0318  PID         -  BH0318
 BH0318  STATE/COUNTY-  MS/JACKSON
 BH0318  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0318
 BH0318                         *CURRENT SURVEY CONTROL
 BH0318  ___________________________________________________________________
 BH0318* NAD 83(1986)-  30 24 35.     (N)    088 31 19.     (W)     SCALED    
 BH0318* NAVD 88     -         2.50   (+/-2cm)       8.2    (feet)  VERTCON   
 BH0318  ___________________________________________________________________
 BH0318  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0318  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0318
 BH0318.The horizontal coordinates were scaled from a topographic map and have
 BH0318.an estimated accuracy of +/- 6 seconds.
 BH0318
 BH0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0318.The vertical order pertains to the NGVD 29 superseded value.
 BH0318
 BH0318.The geoid height was determined by GEOID03.
 BH0318
 BH0318;                    North         East    Units  Estimated Accuracy
 BH0318;SPC MS E     -   100,880.      329,920.      MT  (+/- 180 meters Scaled)
 BH0318
 BH0318                          SUPERSEDED SURVEY CONTROL
 BH0318
 BH0318  NGVD 29 (??/??/??)    2.454  (m)            8.05   (f) ADJUSTED    1 2
 BH0318
 BH0318.Superseded values are not recommended for survey control.
 BH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0318.See file dsdata.txt to determine how the superseded data were derived.
 BH0318
 BH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU538651(NAD 83)
 BH0318_MARKER: DB = BENCH MARK DISK
 BH0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0318_SP_SET: CONCRETE FOOTING
 BH0318_STAMPING: A 189 1955
 BH0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0318+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 BH0318
 BH0318  HISTORY     - Date     Condition        Report By
 BH0318  HISTORY     - 1955     MONUMENTED       CGS
 BH0318  HISTORY     - 1968     GOOD             MSHD
 BH0318  HISTORY     - 20040318 GOOD             USPSQD
 BH0318
 BH0318                          STATION DESCRIPTION
 BH0318
 BH0318'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BH0318'1.15 MI SE FROM MOSS POINT.
 BH0318'THE MARK IS LOCATED 1.15 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 BH0318'MOSS POINT IN THE WEST CORNER OF THE NORTHWEST LEG OF THE MOSS POINT
 BH0318'MUNICIPAL WATER TANK.  IT IS 29.5 FEET EAST OF THE CENTER OF ELDER
 BH0318'STREET, 81.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF A BRICK
 BH0318'BUILDING, 24 FEET EAST OF A FENCE, 95 FEET SOUTHEAST OF THE NORTHWEST
 BH0318'CORNER OF A CYCLONE FENCE, 78.5 FEET NORTHEAST OF THE SOUTHWEST CORNER
 BH0318'OF A CYCLONE FENCE SET IN A DRILL HOLE IN THE WEST CORNER OF THE
 BH0318'NORTHWEST CONCRETE FOOTING FOR THE NORTHWEST LEG OF THE MOSS POINT
 BH0318'MUNICIPAL WATER TANK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BH0318'STREET.  TO REACH FROM THE U.S. POST OFFICE IN MOSS POINT GO
 BH0318'SOUTH-SOUTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.1 MILE TO MCINNIS
 BH0318'STREET ON THE LEFT.  TURN LEFT (EAST) AND CONTINUE ON MCINNIS STREET
 BH0318'FOR 1.2 MILES TO A FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST
 BH0318'ON ELDER FERRY ROAD FOR 0.15 MILE TO THE TANK AND THE MARK ON THE
 BH0318'RIGHT AS DESCRIBED.
 BH0318
 BH0318                          STATION RECOVERY (2004)
 BH0318
 BH0318'RECOVERY NOTE BY US POWER SQUADRON 2004 (CK)
 BH0318'POST OFFICE MOVED PRIOR TO 1972.
 BH0318'NEW DIRECTIONS SHOULD READ. FROM POST OFFICE STREET IN MOSS POINT GO
 BH0318'SOUTH ON MAIN STREET(MS HWY 63)FOR 0.1 MILE TO A SIDE STREET LEFT.
 BH0318'TURN LEFT (EAST) AND CONTINUE ON MCINNIS STREET (OLD US  HWY 90) FOR
 BH0318'1.1 MILE. TAKE THE LEFT FORK AND CONTINUE ON ELDER FERRY ROAD FOR 0.1
 BH0318'MILE TO THE TANK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0389 ***********************************************************************
 BW0389  DESIGNATION -  A 19
 BW0389  PID         -  BW0389
 BW0389  STATE/COUNTY-  MS/AMITE
 BW0389  USGS QUAD   -  PEORIA (1972)
 BW0389
 BW0389                         *CURRENT SURVEY CONTROL
 BW0389  ___________________________________________________________________
 BW0389* NAD 83(1986)-  31 11 35.     (N)    090 37 59.     (W)     SCALED    
 BW0389* NAVD 88     -       119.09   (+/-2cm)     390.7    (feet)  VERTCON   
 BW0389  ___________________________________________________________________
 BW0389  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BW0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0389
 BW0389.The horizontal coordinates were scaled from a topographic map and have
 BW0389.an estimated accuracy of +/- 6 seconds.
 BW0389
 BW0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0389.The vertical order pertains to the NGVD 29 superseded value.
 BW0389
 BW0389.The geoid height was determined by GEOID03.
 BW0389
 BW0389;                    North         East    Units  Estimated Accuracy
 BW0389;SPC MS W     -   187,720.      671,430.      MT  (+/- 180 meters Scaled)
 BW0389
 BW0389                          SUPERSEDED SURVEY CONTROL
 BW0389
 BW0389  NGVD 29 (??/??/92)  119.112  (m)          390.79   (f) ADJ UNCH    2 0
 BW0389
 BW0389.Superseded values are not recommended for survey control.
 BW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0389.See file dsdata.txt to determine how the superseded data were derived.
 BW0389
 BW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ255534(NAD 83)
 BW0389_MARKER: DB = BENCH MARK DISK
 BW0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0389_STAMPING: A 19 1934 390.787
 BW0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0389+STABILITY: SURFACE MOTION
 BW0389
 BW0389  HISTORY     - Date     Condition        Report By
 BW0389  HISTORY     - 1934     MONUMENTED       CGS
 BW0389  HISTORY     - 1969     GOOD             MSHD
 BW0389
 BW0389                          STATION DESCRIPTION
 BW0389
 BW0389'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0389'10.8 MI ENE FROM LIBERTY.
 BW0389'THE MARK IS LOCATED 10.8 MILES EAST NORTHEAST OF LIBERTY, 11.1 MILES
 BW0389'SOUTHWEST OF MCCOMB, 2 MILES WEST SOUTHWEST OF THE COMMUNITY OF
 BW0389'MCELVEEN NEAR THE CENTER OF THE WEST SIDE OF SECTION 29, T 3N, R 6E
 BW0389'AND ON LAND OWNED BY MR. ELLIOT MOORE.  IT IS 31 FEET NORTH OF THE
 BW0389'CENTER OF A GRAVELED ROAD, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BW0389'OF THE CONCRETE PORCH FOR A BRICK SIDING HOUSE, 34.5 FEET EAST OF A
 BW0389'POWER LINE POLE WITH A TRANSFORMER AND A GUY WIRE, 5.5 FEET WEST OF A
 BW0389'24 INCH OAK, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 BW0389'9 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 1/2 FOOT
 BW0389'ABOVE THE LEVEL OF THE GRAVELED ROAD.  NOTE-- TO REACH FROM THE AMITE
 BW0389'COUNTY COURTHOUSE IN LIBERTY GO EAST ON STATE HIGHWAY 24 FOR 9.45
 BW0389'MILES TO A CROSSROADS.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON A
 BW0389'GRAVELED ROAD FOR 0.5 MILE TO ANOTHER CROSSROADS.  CONTINUE EAST ON A
 BW0389'GRAVELED ROAD FOR 0.9 MILE TO A LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0695 ***********************************************************************
 EG0695  DESIGNATION -  A 19 25
 EG0695  PID         -  EG0695
 EG0695  STATE/COUNTY-  MS/LEE
 EG0695  USGS QUAD   -  SHANNON (1979)
 EG0695
 EG0695                         *CURRENT SURVEY CONTROL
 EG0695  ___________________________________________________________________
 EG0695* NAD 83(1993)-  34 07 16.88411(N)    088 42 42.93049(W)     ADJUSTED  
 EG0695* NAVD 88     -        83.424  (meters)     273.70   (feet)  ADJUSTED  
 EG0695  ___________________________________________________________________
 EG0695  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 EG0695  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0695  DYNAMIC HT  -          83.340 (meters)     273.42  (feet)  COMP
 EG0695  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EG0695
 EG0695  HORZ ORDER  -  SECOND
 EG0695  VERT ORDER  -  SECOND    CLASS 0
 EG0695
 EG0695.The horizontal coordinates were established by classical geodetic methods
 EG0695.and adjusted by the National Geodetic Survey in May 1994.
 EG0695
 EG0695.The orthometric height was determined by differential leveling
 EG0695.and adjusted in June 1991.
 EG0695
 EG0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0695
 EG0695.The geoid height was determined by GEOID03.
 EG0695
 EG0695.The dynamic height is computed by dividing the NAVD 88
 EG0695.geopotential number by the normal gravity value computed on the
 EG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0695.degrees latitude (g = 980.6199 gals.).
 EG0695
 EG0695.The modeled gravity was interpolated from observed gravity values.
 EG0695
 EG0695;                    North         East     Units Scale Factor Converg.
 EG0695;SPC MS E     -   512,414.508   311,199.738   MT  0.99995155   +0 04 05.2
 EG0695;SPC MS E     - 1,681,146.60  1,020,994.47   sFT  0.99995155   +0 04 05.2
 EG0695;UTM  16      - 3,776,935.170   342,123.819   MT  0.99990725   -0 57 37.8
 EG0695
 EG0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0695!SPC MS E     -   0.99999124  x   0.99995155  =   0.99994279
 EG0695!UTM  16      -   0.99999124  x   0.99990725  =   0.99989849
 EG0695
 EG0695                          SUPERSEDED SURVEY CONTROL
 EG0695
 EG0695  NAD 83(1993)-  34 07 16.89298(N)    088 42 42.92993(W) AD(       ) 2
 EG0695  NAD 83(1986)-  34 07 16.89515(N)    088 42 42.92893(W) AD(       ) 2
 EG0695  NAD 27      -  34 07 16.49500(N)    088 42 42.74300(W) AD(       ) 2
 EG0695  NGVD 29 (??/??/92)   83.38   (m)          273.6    (f) COMPUTED    2 0
 EG0695
 EG0695.Superseded values are not recommended for survey control.
 EG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0695.See file dsdata.txt to determine how the superseded data were derived.
 EG0695
 EG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4212476935(NAD 83)
 EG0695_MARKER: DD = SURVEY DISK
 EG0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0695_STAMPING: TRA. PT A19-25 1937
 EG0695_MARK LOGO: USE   
 EG0695_PROJECTION: FLUSH
 EG0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0695+STABILITY: SURFACE MOTION
 EG0695
 EG0695  HISTORY     - Date     Condition        Report By
 EG0695  HISTORY     - 1937     MONUMENTED       USE
 EG0695  HISTORY     - 1950     GOOD             USE
 EG0695  HISTORY     - 1966     GOOD             MSHD
 EG0695  HISTORY     - 19840710 GOOD             NGS
 EG0695
 EG0695                          STATION DESCRIPTION
 EG0695
 EG0695'DESCRIBED BY US ENGINEERS 1950 (VRS)
 EG0695'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 FOR 0.45
 EG0695'MILE TO THE STATION ON THE
 EG0695'LEFT.
 EG0695'
 EG0695'TRA PT A 19 - 25 (USE) IS 55 FEET
 EG0695'NORTH OF THE APPROXIMATE
 EG0695'CENTER OF HIGHWAY 45, 47 FEET NORTHWEST OF THE WEST
 EG0695'APPROACH OF AN OVERPASS OVER THE
 EG0695'GULF, MOVILE, AND OHIO RAILROAD
 EG0695'TRACKS, 8 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 EG0695'MARKER POST, AND 3 FEET
 EG0695'NORTH OF THE FENCE.  IT IS A STANDARD DISK DISK SET IN THE TOP
 EG0695'OF A 6-INCH
 EG0695'SQUARE CONCRETE POST, PROJECTING 2 INCHES, AND STAMPED TRA PT
 EG0695'A 19 - 25 1937.
 EG0695
 EG0695                          STATION RECOVERY (1966)
 EG0695
 EG0695'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0695'0.35 MI N FROM SHANNON.
 EG0695'TO REACH FROM THE U.S. POST OFFICE IN SHANNON GO WEST ON A BLACKTOP
 EG0695'STREET FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT (NORTH) AND CONTINUE
 EG0695'ON A BLACKTOP STREET FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 EG0695'45, TURN RIGHT (EAST) AND CONTINUE ON HIGHWAY 45 FOR 0.1 MILE TO THE
 EG0695'MARK ON THE LEFT AS DESCRIBED.  IT IS 89.59 FEET SOUTHEAST OF STATION
 EG0695'SHANNON, 55 FEET NORTH OF THE CENTER OF HIGHWAY 45, AND 3 FEET NORTH
 EG0695'OF A FENCE.
 EG0695
 EG0695                          STATION RECOVERY (1984)
 EG0695
 EG0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EG0695'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW REFERENCE MEASUREMENTS
 EG0695'WERE MADE AT THIS DATE.  MARK IS 16.46 M (54.00 FT) NORTH NORTHEAST OF
 EG0695'THE CENTER OF HIGHWAY, 3.35 M (10.99 FT) EAST OF A 20 INCH CEDAR TREE,
 EG0695'3.05 M (10.01 FT) NORTH NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER
 EG0695'AND 0.91 M (2.99 FT) NORTH NORTHEAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1205 ***********************************************************************
 BH1205  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1205  DESIGNATION -  A 190
 BH1205  PID         -  BH1205
 BH1205  STATE/COUNTY-  MS/HANCOCK
 BH1205  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH1205
 BH1205                         *CURRENT SURVEY CONTROL
 BH1205  ___________________________________________________________________
 BH1205* NAD 83(1986)-  30 14 24.     (N)    089 36 36.     (W)     SCALED    
 BH1205* NAVD 88     -         1.767  (meters)       5.80   (feet)  ADJUSTED  
 BH1205  ___________________________________________________________________
 BH1205  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH1205  DYNAMIC HT  -           1.765 (meters)       5.79  (feet)  COMP
 BH1205  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BH1205
 BH1205  VERT ORDER  -  FIRST     CLASS I
 BH1205
 BH1205.The horizontal coordinates were scaled from a topographic map and have
 BH1205.an estimated accuracy of +/- 6 seconds.
 BH1205
 BH1205.The orthometric height was determined by differential leveling
 BH1205.and adjusted in February 1994.
 BH1205
 BH1205.This Tidal Bench Mark is designated as VM 10519
 BH1205.by the Center for Operational Oceanographic Products and Services.
 BH1205
 BH1205.This Tidal Bench Mark is designated as VM 10526
 BH1205.by the Center for Operational Oceanographic Products and Services.
 BH1205
 BH1205.This Tidal Bench Mark is designated as VM 10531
 BH1205.by the Center for Operational Oceanographic Products and Services.
 BH1205
 BH1205.The geoid height was determined by GEOID03.
 BH1205
 BH1205.The dynamic height is computed by dividing the NAVD 88
 BH1205.geopotential number by the normal gravity value computed on the
 BH1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1205.degrees latitude (g = 980.6199 gals.).
 BH1205
 BH1205.The modeled gravity was interpolated from observed gravity values.
 BH1205
 BH1205;                    North         East    Units  Estimated Accuracy
 BH1205;SPC MS E     -    82,280.      225,250.      MT  (+/- 180 meters Scaled)
 BH1205
 BH1205                          SUPERSEDED SURVEY CONTROL
 BH1205
 BH1205  NAVD 88 (06/15/91)    1.760  (m)            5.77   (f) UNKNOWN     1 1
 BH1205  NGVD 29 (??/??/??)    1.718  (m)            5.64   (f) ADJUSTED    1 1
 BH1205
 BH1205.Superseded values are not recommended for survey control.
 BH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1205.See file dsdata.txt to determine how the superseded data were derived.
 BH1205
 BH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU488482(NAD 83)
 BH1205_MARKER: DB = BENCH MARK DISK
 BH1205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1205_SP_SET: HEADWALL
 BH1205_STAMPING: A 190 1955
 BH1205_MARK LOGO: CGS   
 BH1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1205+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1205
 BH1205  HISTORY     - Date     Condition        Report By
 BH1205  HISTORY     - 1955     MONUMENTED       CGS
 BH1205  HISTORY     - 1972     GOOD             MSHD
 BH1205  HISTORY     - 1977     GOOD             NGS
 BH1205  HISTORY     - 19930317 GOOD             NGS
 BH1205  HISTORY     - 20031012 GOOD             USPSQD
 BH1205  HISTORY     - 20040212 GOOD             NGS
 BH1205  HISTORY     - 20050707 GOOD             NGS
 BH1205
 BH1205                          STATION DESCRIPTION
 BH1205
 BH1205'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1205'0.8 MI S FROM PEARLINGTON.
 BH1205'THE MARK IS LOCATED 0.8 MILES SOUTH OF PEARLINGTON SET IN A DRILL HOLE
 BH1205'IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL AND WINGWALL ASSEMBLY
 BH1205'OF A 15 INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY ABOUT 100 YARDS
 BH1205'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 604 AND U.S. HIGHWAY 90. IT
 BH1205'IS 32.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 90, 19.5 FEET
 BH1205'SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF A SMALL
 BH1205'BRICK HOUSE, 81 FEET SOUTHWEST OF A POWER POLE WITH THREE
 BH1205'TRANSFORMERS, 132 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 1 FOOT
 BH1205'NORTHEAST OF A METAL WITNESS POST AND ABOUT 2 1/4 FEET BELOW THE LEVEL
 BH1205'OF THE HIGHWAY.  TO REACH FROM THE EAST END OF THE BRIDGE OVER PEARL
 BH1205'RIVER AT PEARLINGTON GO EAST ON U.S. HIGHWAY 90 FOR 0.2 MILES TO THE
 BH1205'MARK ON THE LEFT.
 BH1205
 BH1205                          STATION RECOVERY (1977)
 BH1205
 BH1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1205'RECOVERED IN GOOD CONDITION.
 BH1205
 BH1205                          STATION RECOVERY (1993)
 BH1205
 BH1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1205'IN PEARLINGTON, AT THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE
 BH1205'HIGHWAY 604, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST END OF THE
 BH1205'NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE U.S. HIGHWAY, 45.0 M
 BH1205'(147.6 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, 40.4 M
 BH1205'(132.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 10.0 M (32.8 FT) NORTH
 BH1205'OF THE CENTERLINE OF THE U.S. HIGHWAY, AND 0.9 M (3.0 FT) BELOW THE
 BH1205'LEVEL OF THE U.S. HIGHWAY.
 BH1205
 BH1205                          STATION RECOVERY (2003)
 BH1205
 BH1205'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH1205'RECOVERED IN GOOD CONDITION.
 BH1205
 BH1205                          STATION RECOVERY (2004)
 BH1205
 BH1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 BH1205'MARK IS SOUTH OF A 1 STORY BRICK HOUSE WITH A METAL ROOF.
 BH1205
 BH1205                          STATION RECOVERY (2005)
 BH1205
 BH1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1205'N 30 14 24.3 BY W 089 36 34.9
 BH1205' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0898 ***********************************************************************
 BH0898  DESIGNATION -  A 191
 BH0898  PID         -  BH0898
 BH0898  STATE/COUNTY-  MS/HARRISON
 BH0898  USGS QUAD   -  PASS CHRISTIAN (1994)
 BH0898
 BH0898                         *CURRENT SURVEY CONTROL
 BH0898  ___________________________________________________________________
 BH0898* NAD 83(1986)-  30 20 49.     (N)    089 09 43.     (W)     SCALED    
 BH0898* NAVD 88     -         8.098  (meters)      26.57   (feet)  ADJUSTED  
 BH0898  ___________________________________________________________________
 BH0898  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BH0898  DYNAMIC HT  -           8.087 (meters)      26.53  (feet)  COMP
 BH0898  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 BH0898
 BH0898  VERT ORDER  -  FIRST     CLASS I
 BH0898
 BH0898.The horizontal coordinates were scaled from a topographic map and have
 BH0898.an estimated accuracy of +/- 6 seconds.
 BH0898
 BH0898.The orthometric height was determined by differential leveling
 BH0898.and adjusted in June 1991.
 BH0898
 BH0898.The geoid height was determined by GEOID03.
 BH0898
 BH0898.The dynamic height is computed by dividing the NAVD 88
 BH0898.geopotential number by the normal gravity value computed on the
 BH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0898.degrees latitude (g = 980.6199 gals.).
 BH0898
 BH0898.The modeled gravity was interpolated from observed gravity values.
 BH0898
 BH0898;                    North         East    Units  Estimated Accuracy
 BH0898;SPC MS E     -    93,930.      268,410.      MT  (+/- 180 meters Scaled)
 BH0898
 BH0898                          SUPERSEDED SURVEY CONTROL
 BH0898
 BH0898  NGVD 29 (??/??/??)    8.059  (m)           26.44   (f) ADJUSTED    1 1
 BH0898
 BH0898.Superseded values are not recommended for survey control.
 BH0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0898.See file dsdata.txt to determine how the superseded data were derived.
 BH0898
 BH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU921592(NAD 83)
 BH0898_MARKER: DB = BENCH MARK DISK
 BH0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0898_STAMPING: A 191 1955
 BH0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0898+STABILITY: SURFACE MOTION
 BH0898
 BH0898  HISTORY     - Date     Condition        Report By
 BH0898  HISTORY     - 1955     MONUMENTED       CGS
 BH0898  HISTORY     - 1968     GOOD             CGS
 BH0898  HISTORY     - 1971     GOOD             NGS
 BH0898  HISTORY     - 1976     GOOD             NGS
 BH0898  HISTORY     - 19880823 MARK NOT FOUND   USPSQD
 BH0898  HISTORY     - 20050804 MARK NOT FOUND   NGS
 BH0898
 BH0898                          STATION DESCRIPTION
 BH0898
 BH0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0898'0.7 MI SW FROM LONG BEACH.
 BH0898'ABOUT 0.7 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0898'FROM THE CROSSING OF JEFF DAVIS AVENUE AT LONG BEACH, 0.3 MILE
 BH0898'NORTHWEST OF MILEPOST 744, AT THE CROSSING OF TRAUTMAN AVE, 77 FEET
 BH0898'EAST OF THE CENTER OF THE CROSSING, 61 FEET NORTHEAST OF THE CENTER
 BH0898'LINE OF THE AVENUE, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET
 BH0898'NORTHWEST OF THE CENTER LINE OF WEST FIRST STREET, 17 1/2 FEET
 BH0898'NORTHEAST OF POWER LINE POLE NO. 73, 2 FEET SOUTHWEST OF A METAL
 BH0898'WITNESS POST, 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 BH0898'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 BH0898'GROUND.  SEC 14, T 8S, R 14 W.
 BH0898
 BH0898                          STATION RECOVERY (1971)
 BH0898
 BH0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0898'RECOVERED IN GOOD CONDITION.
 BH0898
 BH0898                          STATION RECOVERY (1976)
 BH0898
 BH0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0898'RECOVERED IN GOOD CONDITION.
 BH0898
 BH0898                          STATION RECOVERY (1988)
 BH0898
 BH0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0898'MARK NOT FOUND.
 BH0898
 BH0898                          STATION RECOVERY (2005)
 BH0898
 BH0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0898'LOCATION RECOVERED, TIED MEASURED, BUT MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0367 ***********************************************************************
 BH0367  DESIGNATION -  A 192
 BH0367  PID         -  BH0367
 BH0367  STATE/COUNTY-  MS/JACKSON
 BH0367  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0367
 BH0367                         *CURRENT SURVEY CONTROL
 BH0367  ___________________________________________________________________
 BH0367* NAD 83(1986)-  30 24 35.     (N)    088 46 44.     (W)     SCALED    
 BH0367* NAVD 88     -         6.951  (meters)      22.81   (feet)  ADJUSTED  
 BH0367  ___________________________________________________________________
 BH0367  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0367  DYNAMIC HT  -           6.942 (meters)      22.78  (feet)  COMP
 BH0367  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BH0367
 BH0367  VERT ORDER  -  FIRST     CLASS I
 BH0367
 BH0367.The horizontal coordinates were scaled from a topographic map and have
 BH0367.an estimated accuracy of +/- 6 seconds.
 BH0367
 BH0367.The orthometric height was determined by differential leveling
 BH0367.and adjusted in June 1991.
 BH0367
 BH0367.The geoid height was determined by GEOID03.
 BH0367
 BH0367.The dynamic height is computed by dividing the NAVD 88
 BH0367.geopotential number by the normal gravity value computed on the
 BH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0367.degrees latitude (g = 980.6199 gals.).
 BH0367
 BH0367.The modeled gravity was interpolated from observed gravity values.
 BH0367
 BH0367;                    North         East    Units  Estimated Accuracy
 BH0367;SPC MS E     -   100,840.      305,230.      MT  (+/- 180 meters Scaled)
 BH0367
 BH0367                          SUPERSEDED SURVEY CONTROL
 BH0367
 BH0367  NGVD 29 (??/??/??)    6.911  (m)           22.67   (f) ADJUSTED    1 1
 BH0367
 BH0367.Superseded values are not recommended for survey control.
 BH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0367.See file dsdata.txt to determine how the superseded data were derived.
 BH0367
 BH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU291655(NAD 83)
 BH0367_MARKER: DB = BENCH MARK DISK
 BH0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0367_STAMPING: A 192 1955
 BH0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0367+STABILITY: SURFACE MOTION
 BH0367
 BH0367  HISTORY     - Date     Condition        Report By
 BH0367  HISTORY     - 1955     MONUMENTED       CGS
 BH0367  HISTORY     - 1969     GOOD             CGS
 BH0367  HISTORY     - 1971     GOOD             NGS
 BH0367  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BH0367  HISTORY     - 20050818 MARK NOT FOUND   NGS
 BH0367
 BH0367                          STATION DESCRIPTION
 BH0367
 BH0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0367'2.9 MI E FROM OCEAN SPRINGS.
 BH0367'ABOUT 2.9 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0367'THE STATION AT OCEAN SPRINGS, ABOUT 0.5 MILE WEST OF THE WEST END OF
 BH0367'THE BRIDGE OVER HERON BAYOU, ABOUT 0.45 MILE EAST OF A BLACK TOPPED
 BH0367'ROAD CROSSING, 89 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 BH0367'MILEPOST 720, 47 FEET SOUTH OF THE SOUTH RAIL, 53 FEET NORTHEAST OF
 BH0367'CABLE LINE POLE NO. 8900, 15 FEET NORTH OF THE CENTER LINE OF A ROAD
 BH0367'PARALLELING THE TRACK, 1 FOOT NORTH OF A METAL WITNESS POST, 2 1/2
 BH0367'FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST
 BH0367'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 27 , T 7S, R 8
 BH0367'W.
 BH0367
 BH0367                          STATION RECOVERY (1971)
 BH0367
 BH0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0367'RECOVERED IN GOOD CONDITION.
 BH0367
 BH0367                          STATION RECOVERY (2004)
 BH0367
 BH0367'RECOVERY NOTE BY US POWER SQUADRON 2004 (JF)
 BH0367'GPS AND MEASUREMENTS USED TO NO AVAIL
 BH0367
 BH0367                          STATION RECOVERY (2005)
 BH0367
 BH0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0002 ***********************************************************************
 EH0002  DESIGNATION -  A 193
 EH0002  PID         -  EH0002
 EH0002  STATE/COUNTY-  MS/DE SOTO
 EH0002  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0002
 EH0002                         *CURRENT SURVEY CONTROL
 EH0002  ___________________________________________________________________
 EH0002* NAD 83(1986)-  34 59 24.     (N)    090 08 21.     (W)     SCALED    
 EH0002* NAVD 88     -        69.032  (meters)     226.48   (feet)  ADJUSTED  
 EH0002  ___________________________________________________________________
 EH0002  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH0002  DYNAMIC HT  -          68.969 (meters)     226.28  (feet)  COMP
 EH0002  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 EH0002
 EH0002  VERT ORDER  -  FIRST     CLASS II
 EH0002
 EH0002.The horizontal coordinates were scaled from a topographic map and have
 EH0002.an estimated accuracy of +/- 6 seconds.
 EH0002
 EH0002.The orthometric height was determined by differential leveling
 EH0002.and adjusted in June 1991.
 EH0002
 EH0002.The geoid height was determined by GEOID03.
 EH0002
 EH0002.The dynamic height is computed by dividing the NAVD 88
 EH0002.geopotential number by the normal gravity value computed on the
 EH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0002.degrees latitude (g = 980.6199 gals.).
 EH0002
 EH0002.The modeled gravity was interpolated from observed gravity values.
 EH0002
 EH0002;                    North         East    Units  Estimated Accuracy
 EH0002;SPC MS W     -   608,780.      717,730.      MT  (+/- 180 meters Scaled)
 EH0002
 EH0002                          SUPERSEDED SURVEY CONTROL
 EH0002
 EH0002  NGVD 29 (??/??/??)   69.020  (m)          226.44   (f) ADJUSTED    1 2
 EH0002
 EH0002.Superseded values are not recommended for survey control.
 EH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0002.See file dsdata.txt to determine how the superseded data were derived.
 EH0002
 EH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU611756(NAD 83)
 EH0002_MARKER: DB = BENCH MARK DISK
 EH0002_SETTING: 0 = UNSPECIFIED SETTING
 EH0002_STAMPING: A 193 (1956)
 EH0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0002+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH0002
 EH0002  HISTORY     - Date     Condition        Report By
 EH0002  HISTORY     - 1956     MONUMENTED       CGS
 EH0002  HISTORY     - 1966     GOOD             CGS
 EH0002  HISTORY     - 20030409 GOOD             USACE
 EH0002
 EH0002                          STATION DESCRIPTION
 EH0002
 EH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 EH0002'2.35 MI NE FROM WALLS.
 EH0002'TO REACH FROM THE U.S. POST OFFICE IN WALLS GO NORTH ON U.S. HIGHWAY
 EH0002'61 FOR 2.4 MILES TO A SIDE ROAD LEFT, TURN LEFT (NORTHWEST) AND
 EH0002'CONTINUE ON A BLACKTOP ROAD FOR 0.4 MILE TO THE RAILROAD TRACK AND THE
 EH0002'MARK ON THE RIGHT AS DESCRIBED.  IT IS 150 FEET NORTHEAST OF THE
 EH0002'CENTER OF THE EAST CROSSING, 133 FEET NORTH OF THE CENTER OF THE
 EH0002'BLACKTOP ROAD, 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FLAG
 EH0002'STATION, 98 FEET NORTH-NORTHEAST OF THE FIRST POLE NORTH OF THE
 EH0002'CROSSING, 68.5 FEET SOUTH-SOUTHWEST OF THE SECOND POLE NORTH OF THE
 EH0002'CROSSING, 34.5 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE EAST TRACK,
 EH0002'AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 EH0002
 EH0002                          STATION RECOVERY (2003)
 EH0002
 EH0002'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0002'MARK IS 6 IN BELOW GROUND AND 1.0 FT SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0174 ***********************************************************************
 EH0174  DESIGNATION -  A 194
 EH0174  PID         -  EH0174
 EH0174  STATE/COUNTY-  MS/TUNICA
 EH0174  USGS QUAD   -  TUNICA (1981)
 EH0174
 EH0174                         *CURRENT SURVEY CONTROL
 EH0174  ___________________________________________________________________
 EH0174* NAD 83(1986)-  34 37 32.     (N)    090 28 07.     (W)     SCALED    
 EH0174* NAVD 88     -        60.367  (meters)     198.05   (feet)  ADJUSTED  
 EH0174  ___________________________________________________________________
 EH0174  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0174  DYNAMIC HT  -          60.309 (meters)     197.86  (feet)  COMP
 EH0174  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EH0174
 EH0174  VERT ORDER  -  FIRST     CLASS II
 EH0174
 EH0174.The horizontal coordinates were scaled from a topographic map and have
 EH0174.an estimated accuracy of +/- 6 seconds.
 EH0174
 EH0174.The orthometric height was determined by differential leveling
 EH0174.and adjusted in June 1991.
 EH0174
 EH0174.The geoid height was determined by GEOID03.
 EH0174
 EH0174.The dynamic height is computed by dividing the NAVD 88
 EH0174.geopotential number by the normal gravity value computed on the
 EH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0174.degrees latitude (g = 980.6199 gals.).
 EH0174
 EH0174.The modeled gravity was interpolated from observed gravity values.
 EH0174
 EH0174;                    North         East    Units  Estimated Accuracy
 EH0174;SPC MS W     -   568,340.      687,600.      MT  (+/- 180 meters Scaled)
 EH0174
 EH0174                          SUPERSEDED SURVEY CONTROL
 EH0174
 EH0174  NGVD 29 (??/??/??)   60.404  (m)          198.18   (f) ADJUSTED    1 2
 EH0174
 EH0174.Superseded values are not recommended for survey control.
 EH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0174.See file dsdata.txt to determine how the superseded data were derived.
 EH0174
 EH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU320344(NAD 83)
 EH0174_MARKER: DB = BENCH MARK DISK
 EH0174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0174+WITH SETTING: INTO GROUND
 EH0174_STAMPING: A 194 (1956)
 EH0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0174+STABILITY: SURFACE MOTION
 EH0174
 EH0174  HISTORY     - Date     Condition        Report By
 EH0174  HISTORY     - 1956     MONUMENTED       CGS
 EH0174  HISTORY     - 1966     GOOD             MSHD
 EH0174
 EH0174                          STATION DESCRIPTION
 EH0174
 EH0174'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0174'9.35 MI SW FROM TUNICA.
 EH0174'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0174'STREET RUNNING PARALLEL WITH THE WEST SIDE OF THE RAILROAD TRACK FOR
 EH0174'0.1 MILE TO THE END OF THE CONCRETE, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0174'FOR 3.35 MILES TO A CROSSROADS, TURN RIGHT (WEST) AND CONTINUE ON A
 EH0174'BLACKTOP ROAD FOR 3.95 MILES TO THE MISSISSIPPI RIVER LEVEE, TURN LEFT
 EH0174'(SOUTH) AND CONTINUE ON THE LEVEE FOR 1.95 MILES TO A SPUR LEVEE ON
 EH0174'THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 245 FEET
 EH0174'NORTHEAST OF MILEPOST 44/45, 105 FEET EAST-NORTHEAST OF THE CENTER OF
 EH0174'THE JUNCTION OF LEVEE AND SPUR LEVEE, 15 FEET WEST OF THE CENTER OF A
 EH0174'TRACK ROAD, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0472 ***********************************************************************
 EH0472  DESIGNATION -  A 195
 EH0472  PID         -  EH0472
 EH0472  STATE/COUNTY-  MS/COAHOMA
 EH0472  USGS QUAD   -  MOON LAKE (1964)
 EH0472
 EH0472                         *CURRENT SURVEY CONTROL
 EH0472  ___________________________________________________________________
 EH0472* NAD 83(1986)-  34 26 44.     (N)    090 32 58.     (W)     SCALED    
 EH0472* NAVD 88     -        53.421  (meters)     175.27   (feet)  ADJUSTED  
 EH0472  ___________________________________________________________________
 EH0472  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0472  DYNAMIC HT  -          53.369 (meters)     175.09  (feet)  COMP
 EH0472  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH0472
 EH0472  VERT ORDER  -  FIRST     CLASS II
 EH0472
 EH0472.The horizontal coordinates were scaled from a topographic map and have
 EH0472.an estimated accuracy of +/- 6 seconds.
 EH0472
 EH0472.The orthometric height was determined by differential leveling
 EH0472.and adjusted in June 1991.
 EH0472
 EH0472.The geoid height was determined by GEOID03.
 EH0472
 EH0472.The dynamic height is computed by dividing the NAVD 88
 EH0472.geopotential number by the normal gravity value computed on the
 EH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0472.degrees latitude (g = 980.6199 gals.).
 EH0472
 EH0472.The modeled gravity was interpolated from observed gravity values.
 EH0472
 EH0472;                    North         East    Units  Estimated Accuracy
 EH0472;SPC MS W     -   548,390.      680,140.      MT  (+/- 180 meters Scaled)
 EH0472
 EH0472                          SUPERSEDED SURVEY CONTROL
 EH0472
 EH0472  NGVD 29 (??/??/??)   53.470  (m)          175.43   (f) ADJUSTED    1 2
 EH0472
 EH0472.Superseded values are not recommended for survey control.
 EH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0472.See file dsdata.txt to determine how the superseded data were derived.
 EH0472
 EH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU251142(NAD 83)
 EH0472_MARKER: DB = BENCH MARK DISK
 EH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0472_STAMPING: A 195 1956
 EH0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0472+STABILITY: SURFACE MOTION
 EH0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0472+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH0472
 EH0472  HISTORY     - Date     Condition        Report By
 EH0472  HISTORY     - 1956     MONUMENTED       CGS
 EH0472  HISTORY     - 1973     GOOD             MSHD
 EH0472  HISTORY     - 20030610 GOOD             USACE
 EH0472
 EH0472                          STATION DESCRIPTION
 EH0472
 EH0472'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0472'7.3 MI NE FROM FRIARS POINT.
 EH0472'THE MARK IS LOCATED 7.3 MILES NE OF FRIARS POINT ON THE LANDSIDE OF
 EH0472'THE MISSISSIPPI RIVER LEVEE IN AN ABANDONED FENCE LINE, 0.2 MILE SOUTH
 EH0472'OF A SHARP BEND IN THE LEVEE, 5.7 MILES NW OF COAHOMA, 4.1 MILES SE OF
 EH0472'THE U.S. HIGHWAY 49 BRIDGE ACROSS THE MISSISSIPPI RIVER IN THE SW 1/4
 EH0472'OF THE NW 1/4 OF SECTION 30, T 30N, R 4W.  IT IS 320 FEET EAST OF THE
 EH0472'CENTER OF THE TOP OF THE LEVEE, 494.5 FEET NE OF MILE POST 61/62, 220
 EH0472'FEET EAST OF THE CENTER OF AN ABANDONED GAP, ABOUT 120 YARDS WEST OF A
 EH0472'SMALL POND AND CATTLE PEN, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A
 EH0472'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER AND
 EH0472'PROJECTS 4 INCHES.  TO REACH FROM THE INTERSECTION OF THE MISSISSIPPI
 EH0472'RIVER LEVEE AND U.S. HIGHWAY 49 ABOUT 2 MILES EAST OF THE HELENA TOLL
 EH0472'BRIDGE GO SOUTH ON THE MISSISSIPPI RIVER LEVEE FOR 3.2 MILES TO THE
 EH0472'MARK ON THE LEFT.
 EH0472
 EH0472                          STATION RECOVERY (2003)
 EH0472
 EH0472'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0186 ***********************************************************************
 EH0186  DESIGNATION -  A 196
 EH0186  PID         -  EH0186
 EH0186  STATE/COUNTY-  MS/TUNICA
 EH0186  USGS QUAD   -  DUNDEE (1982)
 EH0186
 EH0186                         *CURRENT SURVEY CONTROL
 EH0186  ___________________________________________________________________
 EH0186* NAD 83(1986)-  34 35 40.     (N)    090 29 50.     (W)     SCALED    
 EH0186* NAVD 88     -        58.482  (meters)     191.87   (feet)  ADJUSTED  
 EH0186  ___________________________________________________________________
 EH0186  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0186  DYNAMIC HT  -          58.426 (meters)     191.69  (feet)  COMP
 EH0186  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 EH0186
 EH0186  VERT ORDER  -  FIRST     CLASS II
 EH0186
 EH0186.The horizontal coordinates were scaled from a topographic map and have
 EH0186.an estimated accuracy of +/- 6 seconds.
 EH0186
 EH0186.The orthometric height was determined by differential leveling
 EH0186.and adjusted in June 1991.
 EH0186
 EH0186.The geoid height was determined by GEOID03.
 EH0186
 EH0186.The dynamic height is computed by dividing the NAVD 88
 EH0186.geopotential number by the normal gravity value computed on the
 EH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0186.degrees latitude (g = 980.6199 gals.).
 EH0186
 EH0186.The modeled gravity was interpolated from observed gravity values.
 EH0186
 EH0186;                    North         East    Units  Estimated Accuracy
 EH0186;SPC MS W     -   564,900.      684,970.      MT  (+/- 180 meters Scaled)
 EH0186
 EH0186                          SUPERSEDED SURVEY CONTROL
 EH0186
 EH0186  NGVD 29 (??/??/??)   58.522  (m)          192.00   (f) ADJUSTED    1 2
 EH0186
 EH0186.Superseded values are not recommended for survey control.
 EH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0186.See file dsdata.txt to determine how the superseded data were derived.
 EH0186
 EH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU295309(NAD 83)
 EH0186_MARKER: DB = BENCH MARK DISK
 EH0186_SETTING: 0 = UNSPECIFIED SETTING
 EH0186_STAMPING: A 196 (1956)
 EH0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0186+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0186
 EH0186  HISTORY     - Date     Condition        Report By
 EH0186  HISTORY     - 1956     MONUMENTED       CGS
 EH0186  HISTORY     - 1966     GOOD             MSHD
 EH0186  HISTORY     - 20030528 GOOD             USACE
 EH0186
 EH0186                          STATION DESCRIPTION
 EH0186
 EH0186'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0186'12.40 MI SW FROM TUNICA.
 EH0186'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0186'STREET FOR 0.1 MILE TO THE BEGINNING OF A BLACKTOP ROAD PARALLELING
 EH0186'THE WEST SIDE OF THE RAILROAD TRACK, CONTINUE SOUTH ON A BLACKTOP ROAD
 EH0186'FOR 3.35 MILES TO A CROSSROADS, CONTINUE SOUTH ON A BLACKTOP ROAD FOR
 EH0186'3.65 MILES TO A SIDE ROAD RIGHT AND THE END OF THE BLACKTOP, TURN
 EH0186'RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 4.65 MILES TO A SIDE
 EH0186'ROAD RIGHT LEADING TO A FISH CAMP, TURN RIGHT (NORTH) AND CONTINUE ON
 EH0186'AN ALL-WEATHER ROAD FOR 0.65 MILE TO A SLIGHT BOW IN THE FENCE AND THE
 EH0186'MARK ON THE LEFT JUST BEFORE REACHING THE MISSISSIPPI RIVER LEVEE. IT
 EH0186'IS 256 FEET NORTH OF A FENCE CORNER, 223 FEET EAST-SOUTHEAST OF THE
 EH0186'CENTER OF THE LEVEE, 32 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 EH0186'AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 EH0186
 EH0186                          STATION RECOVERY (2003)
 EH0186
 EH0186'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0432 ***********************************************************************
 EH0432  DESIGNATION -  A 197
 EH0432  PID         -  EH0432
 EH0432  STATE/COUNTY-  MS/COAHOMA
 EH0432  USGS QUAD   -  RENA LARA (1982)
 EH0432
 EH0432                         *CURRENT SURVEY CONTROL
 EH0432  ___________________________________________________________________
 EH0432* NAD 83(1986)-  34 08 59.     (N)    090 46 48.     (W)     SCALED    
 EH0432* NAVD 88     -        48.983  (meters)     160.71   (feet)  ADJUSTED  
 EH0432  ___________________________________________________________________
 EH0432  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0432  DYNAMIC HT  -          48.935 (meters)     160.55  (feet)  COMP
 EH0432  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EH0432
 EH0432  VERT ORDER  -  FIRST     CLASS II
 EH0432
 EH0432.The horizontal coordinates were scaled from a topographic map and have
 EH0432.an estimated accuracy of +/- 6 seconds.
 EH0432
 EH0432.The orthometric height was determined by differential leveling
 EH0432.and adjusted in December 2005.
 EH0432.No vertical observational check was made to the station.
 EH0432.WARNING-Repeat measurements at this control monument indicate possible
 EH0432.vertical movement.
 EH0432
 EH0432.The geoid height was determined by GEOID03.
 EH0432
 EH0432.The dynamic height is computed by dividing the NAVD 88
 EH0432.geopotential number by the normal gravity value computed on the
 EH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0432.degrees latitude (g = 980.6199 gals.).
 EH0432
 EH0432.The modeled gravity was interpolated from observed gravity values.
 EH0432
 EH0432;                    North         East    Units  Estimated Accuracy
 EH0432;SPC MS W     -   515,640.      658,810.      MT  (+/- 180 meters Scaled)
 EH0432
 EH0432                          SUPERSEDED SURVEY CONTROL
 EH0432
 EH0432  NAVD 88 (06/15/91)   48.977  (m)          160.69   (f) UNKNOWN     1 2
 EH0432  NGVD 29 (??/??/??)   49.053  (m)          160.93   (f) ADJUSTED    1 2
 EH0432
 EH0432.Superseded values are not recommended for survey control.
 EH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0432.See file dsdata.txt to determine how the superseded data were derived.
 EH0432
 EH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT046809(NAD 83)
 EH0432_MARKER: DB = BENCH MARK DISK
 EH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0432_SP_SET: CONCRETE POST
 EH0432_STAMPING: A 197 1957
 EH0432_MARK LOGO: CGS   
 EH0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0432+STABILITY: SURFACE MOTION
 EH0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0432+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 EH0432
 EH0432  HISTORY     - Date     Condition        Report By
 EH0432  HISTORY     - 1957     MONUMENTED       CGS
 EH0432  HISTORY     - 1974     GOOD             NGS
 EH0432  HISTORY     - 1976     GOOD             NGS
 EH0432  HISTORY     - 1983     GOOD             NGS
 EH0432  HISTORY     - 19920123 GOOD             NGS
 EH0432  HISTORY     - 20030610 GOOD             USACE
 EH0432  HISTORY     - 20050518 GOOD             NGS
 EH0432
 EH0432                          STATION DESCRIPTION
 EH0432
 EH0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0432'IN RENA LARA.
 EH0432'AT RENA LARA, AT THE EAST CORNER OF THE BAPTIST CHURCH, ABOUT 132 FEET
 EH0432'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1, 59.6 FEET SOUTH OF
 EH0432'THE CENTER LINE OF THE PAVED ROAD LEADING EAST TO BOBO, 46.4 FEET WEST
 EH0432'OF THE NORTHWEST CORNER OF THE SMALL POST OFFICE, 33 FEET WEST OF A
 EH0432'15-INCH FORKED MAPLE TREE, 1.1 FOOT EAST OF THE EAST CORNER OF THE
 EH0432'WHITE SHINGLED CHURCH BUILDING WITH BRICK FACING, ABOUT 3 FEET BELOW
 EH0432'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 EH0432'FOOT.  1/4, SEC 12, T 26N, R 6W.
 EH0432
 EH0432                          STATION RECOVERY (1976)
 EH0432
 EH0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0432'RECOVERED IN GOOD CONDITION.
 EH0432
 EH0432                          STATION RECOVERY (1983)
 EH0432
 EH0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0432'RECOVERED IN GOOD CONDITION.
 EH0432
 EH0432                          STATION RECOVERY (1992)
 EH0432
 EH0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0432'9.5 KM (5.90 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0432'OF STATE HIGHWAY 322 IN SHERARD, 40.3 M (132.2 FT) NORTHWEST OF THE
 EH0432'HIGHWAY CENTERLINE, 18.2 M (59.7 FT) SOUTH OF THE CENTER OF BOBO-RENA
 EH0432'LARA ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 EH0432'(0.7 FT) EAST OF THE EAST CORNER OF THE RENA LARA BAPTIST CHURCH, AND
 EH0432'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 EH0432
 EH0432                          STATION RECOVERY (2003)
 EH0432
 EH0432'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0432'RECOVERED IN GOOD CONDITION.
 EH0432
 EH0432                          STATION RECOVERY (2005)
 EH0432
 EH0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 EH0432'IN RENA LARA, NEAR THE EAST CORNER OF THE RENA LARA BAPTIST CHURCH AND
 EH0432'ACROSS THE STREET FROM THE POST OFFICE, 58.4 NORTHEAST OF THE CENTER
 EH0432'OF ALLIGATOR-RENA LARA ROAD, 40.0 M (131.2 FT) SOUTHEAST OF THE
 EH0432'CENTERLINE OF STATE HIGHWAY 1, 18.9 M (62.0 FT) SOUTH OF THE
 EH0432'CENTERLINE OF BOBO-RENA LARA ROAD, 0.2 M (0.7 FT) NORTHEAST OF THE
 EH0432'EAST CORNER OF THE CHURCH, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 EH0432'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 EH0432'THE RENA LARA BAPTIST CHURCH, STATE HIGHWAY 1 SOUTH, RENA LARA, MS
 EH0432'38767.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0751 ***********************************************************************
 DK0751  DESIGNATION -  A 198
 DK0751  PID         -  DK0751
 DK0751  STATE/COUNTY-  MS/SUNFLOWER
 DK0751  USGS QUAD   -  RULEVILLE (1966)
 DK0751
 DK0751                         *CURRENT SURVEY CONTROL
 DK0751  ___________________________________________________________________
 DK0751* NAD 83(1986)-  33 43 54.     (N)    090 32 58.     (W)     SCALED    
 DK0751* NAVD 88     -        42.094  (meters)     138.10   (feet)  ADJUSTED  
 DK0751  ___________________________________________________________________
 DK0751  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK0751  DYNAMIC HT  -          42.051 (meters)     137.96  (feet)  COMP
 DK0751  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DK0751
 DK0751  VERT ORDER  -  SECOND    CLASS 0
 DK0751
 DK0751.The horizontal coordinates were scaled from a topographic map and have
 DK0751.an estimated accuracy of +/- 6 seconds.
 DK0751
 DK0751.The orthometric height was determined by differential leveling
 DK0751.and adjusted in June 1991.
 DK0751
 DK0751.The geoid height was determined by GEOID03.
 DK0751
 DK0751.The dynamic height is computed by dividing the NAVD 88
 DK0751.geopotential number by the normal gravity value computed on the
 DK0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0751.degrees latitude (g = 980.6199 gals.).
 DK0751
 DK0751.The modeled gravity was interpolated from observed gravity values.
 DK0751
 DK0751;                    North         East    Units  Estimated Accuracy
 DK0751;SPC MS W     -   469,210.      679,970.      MT  (+/- 180 meters Scaled)
 DK0751
 DK0751                          SUPERSEDED SURVEY CONTROL
 DK0751
 DK0751  NGVD 29 (??/??/??)   42.200  (m)          138.45   (f) ADJUSTED    2 0
 DK0751
 DK0751.Superseded values are not recommended for survey control.
 DK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0751.See file dsdata.txt to determine how the superseded data were derived.
 DK0751
 DK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT270351(NAD 83)
 DK0751_MARKER: DB = BENCH MARK DISK
 DK0751_SETTING: 0 = UNSPECIFIED SETTING
 DK0751_STAMPING: A 198 1957
 DK0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0751
 DK0751  HISTORY     - Date     Condition        Report By
 DK0751  HISTORY     - 1957     MONUMENTED       CGS
 DK0751  HISTORY     - 1967     GOOD             MSHD
 DK0751  HISTORY     - 20010301 MARK NOT FOUND   MSHD
 DK0751  HISTORY     - 20080311 MARK NOT FOUND   NGS
 DK0751
 DK0751                          STATION DESCRIPTION
 DK0751
 DK0751'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0751'0.4 MI N FROM RULEVILLE.
 DK0751'THE MARK IS LOCATED NEAR THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 DK0751'TRACK AND MISSISSIPPI HIGHWAY 8 IN THE NORTHWEST CORNER OF THE
 DK0751'CONCRETE WALL OF THE SCALE PIT OF THE PAYMASTER OIL COMPANY AND IS IN
 DK0751'THE NORTHWEST 1/4 OF SECTION 31, T 22N, R 3W.  IT IS 192 FEET EAST OF
 DK0751'THE EAST RAIL, 73 FEET NORTH OF THE CENTER OF MISSISSIPPI HIGHWAY 8,
 DK0751'4.9 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING
 DK0751'AND 3 FEET BELOW THE LEVEL OF THE TRACK.  TO REACH FROM THE U.S. POST
 DK0751'OFFICE IN RULEVILLE GO NORTH ON RUBY AVENUE FOR 0.45 MILE TO THE
 DK0751'INTERSECTION OF MISSISSIPPI HIGHWAY 8.  TURN LEFT (WEST) AND CONTINUE
 DK0751'ON MISSISSIPPI HIGHWAY 8 FOR 0.05 MILE TO THE MARK ON THE RIGHT AS
 DK0751'DESCRIBED.
 DK0751
 DK0751                          STATION RECOVERY (2001)
 DK0751
 DK0751'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2001
 DK0751'MARK NOT FOUND.
 DK0751
 DK0751                          STATION RECOVERY (2008)
 DK0751
 DK0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008
 DK0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0601 ***********************************************************************
 DK0601  DESIGNATION -  A 199
 DK0601  PID         -  DK0601
 DK0601  STATE/COUNTY-  MS/BOLIVAR
 DK0601  USGS QUAD   -  PACE (1969)
 DK0601
 DK0601                         *CURRENT SURVEY CONTROL
 DK0601  ___________________________________________________________________
 DK0601* NAD 83(1986)-  33 46 19.     (N)    090 48 54.     (W)     SCALED    
 DK0601* NAVD 88     -        41.459  (meters)     136.02   (feet)  ADJUSTED  
 DK0601  ___________________________________________________________________
 DK0601  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0601  DYNAMIC HT  -          41.417 (meters)     135.88  (feet)  COMP
 DK0601  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 DK0601
 DK0601  VERT ORDER  -  SECOND    CLASS 0
 DK0601
 DK0601.The horizontal coordinates were scaled from a topographic map and have
 DK0601.an estimated accuracy of +/- 6 seconds.
 DK0601
 DK0601.The orthometric height was determined by differential leveling
 DK0601.and adjusted in June 1991.
 DK0601
 DK0601.The geoid height was determined by GEOID03.
 DK0601
 DK0601.The dynamic height is computed by dividing the NAVD 88
 DK0601.geopotential number by the normal gravity value computed on the
 DK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0601.degrees latitude (g = 980.6199 gals.).
 DK0601
 DK0601.The modeled gravity was interpolated from observed gravity values.
 DK0601
 DK0601;                    North         East    Units  Estimated Accuracy
 DK0601;SPC MS W     -   473,760.      655,390.      MT  (+/- 180 meters Scaled)
 DK0601
 DK0601                          SUPERSEDED SURVEY CONTROL
 DK0601
 DK0601  NGVD 29 (??/??/??)   41.572  (m)          136.39   (f) ADJUSTED    2 0
 DK0601
 DK0601.Superseded values are not recommended for survey control.
 DK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0601.See file dsdata.txt to determine how the superseded data were derived.
 DK0601
 DK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT023390(NAD 83)
 DK0601_MARKER: DB = BENCH MARK DISK
 DK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0601_STAMPING: A 199 1957
 DK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0601+STABILITY: SURFACE MOTION
 DK0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0601+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DK0601
 DK0601  HISTORY     - Date     Condition        Report By
 DK0601  HISTORY     - 1957     MONUMENTED       CGS
 DK0601  HISTORY     - 1973     GOOD             MSHD
 DK0601  HISTORY     - 20030715 GOOD             USACE
 DK0601
 DK0601                          STATION DESCRIPTION
 DK0601
 DK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0601'3.55 MI E FROM PACE.
 DK0601'ABOUT 1.2 MILES EAST ALONG STREETS FROM THE SCHOOL AT PACE, THENCE
 DK0601'2.35 MILES EAST ALONG STATE HIGHWAY 8, IN SECTION 10, T 22 N, R 6 W,
 DK0601'AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 67 1/2 FEET SOUTH-SOUTHWEST OF
 DK0601'CENTER LINE OF HIGHWAY, 92 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION
 DK0601'OF HIGHWAY AND ROAD SOUTH, 25 FEET EAST OF CENTER LINE OF ROAD SOUTH,
 DK0601'71 FEET NORTH OF A POWER POLE, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 DK0601'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DK0601'ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 DK0601'POST PROJECTING 4 INCHES.
 DK0601
 DK0601                          STATION RECOVERY (1973)
 DK0601
 DK0601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DK0601'THE MARK IS LOCATED 5.8 MILES WNW OF CLEVELAND, 2.8 MILES SE OF PACE,
 DK0601'4.8 MILES NNW OF THE BAYOU ACADEMY AT SKENE IN THE SE ANGLE OF A
 DK0601'JUNCTION IN THE NW 1/4 OF SECTION 10, T 22N, R 6W. IT IS 68 FEET SSW
 DK0601'OF THE CENTER OF HIGHWAY 8, 26 FEET EAST OF THE CENTER OF A GRAVELED
 DK0601'ROAD, 94 FEET SE OF THE CENTER OF THE JUNCTION, 71 FEET NORTH OF A
 DK0601'POWER POLE WITH A GUY WIRE, 156 FEET WEST OF ANOTHER POWER POLE, 16
 DK0601'FEET SOUTH OF A TELEPHONE CABLE WARNING SIGN POST, 1 FOOT EAST OF A
 DK0601'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 DK0601'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO
 DK0601'REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN
 DK0601'CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH CLEVELAND FOR 4.9 MILES
 DK0601'TO A CROSSROAD. CONTINUE NW ON STATE HIGHWAY 8 FOR 1.1 MILES TO A
 DK0601'SIDE ROAD AND THE MARK ON THE LEFT.
 DK0601
 DK0601                          STATION RECOVERY (2003)
 DK0601
 DK0601'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0601'MARK IS ON SLOPE OF DITCH, WITH SLIGHT LEAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7174 ***********************************************************************
 AI7174  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7174  DESIGNATION -  A 2
 AI7174  PID         -  AI7174
 AI7174  STATE/COUNTY-  MS/HANCOCK
 AI7174  USGS QUAD   -  LOGTOWN (1993)
 AI7174
 AI7174                         *CURRENT SURVEY CONTROL
 AI7174  ___________________________________________________________________
 AI7174* NAD 83(2007)-  30 21 47.60678(N)    089 35 08.84511(W)     ADJUSTED  
 AI7174* NAVD 88     -         7.56   (meters)      24.8    (feet)  GPS OBS   
 AI7174  ___________________________________________________________________
 AI7174  EPOCH DATE  -        2002.00
 AI7174  X           -      39,818.739 (meters)                     COMP
 AI7174  Y           -  -5,507,852.633 (meters)                     COMP
 AI7174  Z           -   3,205,170.592 (meters)                     COMP
 AI7174  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AI7174  ELLIP HEIGHT-         -19.680 (meters)          (02/10/07) ADJUSTED
 AI7174  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AI7174
 AI7174  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7174  Type    PID    Designation                      North   East  Ellip
 AI7174  -------------------------------------------------------------------
 AI7174  NETWORK AI7174 A 2                               0.31   0.29   0.67
 AI7174  -------------------------------------------------------------------
 AI7174
 AI7174.The horizontal coordinates were established by GPS observations
 AI7174.and adjusted by the National Geodetic Survey in February 2007.
 AI7174
 AI7174.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7174.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7174.The horizontal coordinates are valid at the epoch date displayed above.
 AI7174.The epoch date for horizontal control is a decimal equivalence
 AI7174.of Year/Month/Day.
 AI7174
 AI7174.The orthometric height was determined by GPS observations and a
 AI7174.high-resolution geoid model.
 AI7174.The orthometric height was determined by GPS observations and a
 AI7174.high-resolution geoid model using precise GPS observation and
 AI7174.processing techniques.
 AI7174
 AI7174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7174
 AI7174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7174
 AI7174.The ellipsoidal height was determined by GPS observations
 AI7174.and is referenced to NAD 83.
 AI7174
 AI7174.The geoid height was determined by GEOID03.
 AI7174
 AI7174;                    North         East     Units Scale Factor Converg.
 AI7174;SPC MS E     -    95,924.828   227,666.667   MT  1.00001452   -0 22 49.3
 AI7174;SPC MS E     -   314,713.37    746,936.39   sFT  1.00001452   -0 22 49.3
 AI7174;UTM  16      - 3,361,870.565   251,478.171   MT  1.00036203   -1 18 27.9
 AI7174
 AI7174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7174!SPC MS E     -   1.00000309  x   1.00001452  =   1.00001761
 AI7174!UTM  16      -   1.00000309  x   1.00036203  =   1.00036512
 AI7174
 AI7174                          SUPERSEDED SURVEY CONTROL
 AI7174
 AI7174  ELLIP H (03/26/02)  -19.679  (m)                       GP(       ) 4 2
 AI7174  NAD 83(1993)-  30 21 47.60678(N)    089 35 08.84540(W) AD(       ) A
 AI7174  ELLIP H (08/18/00)  -19.683  (m)                       GP(       ) 4 1
 AI7174
 AI7174.Superseded values are not recommended for survey control.
 AI7174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7174.See file dsdata.txt to determine how the superseded data were derived.
 AI7174
 AI7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5147861871(NAD 83)
 AI7174_MARKER: I = METAL ROD
 AI7174_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7174_STAMPING: A-2 2000
 AI7174_MARK LOGO: NGS   
 AI7174_PROJECTION: FLUSH
 AI7174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7174+STABILITY: POSITION/ELEVATION WELL
 AI7174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7174+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7174_ROD/PIPE-DEPTH: 12.4 meters
 AI7174_SLEEVE-DEPTH  : 0.90 meters
 AI7174
 AI7174  HISTORY     - Date     Condition        Report By
 AI7174  HISTORY     - 2000     MONUMENTED       NGS
 AI7174
 AI7174                          STATION DESCRIPTION
 AI7174
 AI7174'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7174'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7174'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7174'STENNIS SPACE CENTER, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 AI7174'ROAD 5 AND ROAD 6, ADJACENT TO TEST STAND A 2 AND BUILDING 4122, AND
 AI7174'IN LINE WITH THE SOUTH EDGE OF THE PARKING LOT FOR THE FACILITY.
 AI7174'OWNERSHIP--JOHN C.  STENNIS SPACE CENTER.  CONTACT MR.  RICHARD B.
 AI7174'SELLERS, COMMERCIAL REMOTE SENSING PROGRAM, LOCKHEED MARTIN STENNIS
 AI7174'OPERATIONS BUILDING 1210, STENNIS SPACE CENTER, MS 39529, FOR
 AI7174'PERMISSION TO OCCUPY THIS STATION AND TO OBTAIN THE REQUIRED BADGES.
 AI7174'PHONE 228-688-1969.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AI7174'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 607 (TRENT LOTT PARKWAY) AT
 AI7174'EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR 3.38 KM (2.10 MI) TO A GUARD
 AI7174'BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607 FOR 3.3 KM (2.05 MI) TO A
 AI7174'PAVED ROAD RIGHT.  TURN RIGHT, EAST, THEN SOUTHEAST, ON SATURN DRIVE
 AI7174'FOR 4.03 KM (2.50 MI) TO A PAVED ROAD RIGHT (ROAD 5) .  TURN RIGHT,
 AI7174'SOUTH, ON ROAD 5 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF ROAD 6 ON
 AI7174'THE RIGHT.  TURN RIGHT, WEST, ON ROAD 6 FOR 30 M (98.4 FT) TO THE
 AI7174'STATION ON THE RIGHT.  THE STATION IS A DRILL HOLE TOP CENTER OF A
 AI7174'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.90 CM LONG
 AI7174'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AI7174'SET FLUSH WITH THE GROUND.  IT IS 61.0 M (200.1 FT) EAST OF THE
 AI7174'SOUTHEAST CORNER OF THE PARKING LOT, 37.1 M (121.7 FT) NORTH OF THE
 AI7174'CENTER OF ROAD 6, 34.5 M (113.2 FT) WEST OF THE CENTER OF ROAD 5, AND
 AI7174'0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.  NOTE--THE ROD WAS
 AI7174'DRIVEN TO REFUSAL AT A DEPTH OF 12.4 M.  (40.7 FT) NOTE--THE DRILL
 AI7174'HOLE IS APPROXIMATELY 1 MM IN DIAMETER AND 2 MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0709 ***********************************************************************
 EG0709  DESIGNATION -  A 2 66 USE
 EG0709  PID         -  EG0709
 EG0709  STATE/COUNTY-  MS/ITAWAMBA
 EG0709  USGS QUAD   -  EVERGREEN (1979)
 EG0709
 EG0709                         *CURRENT SURVEY CONTROL
 EG0709  ___________________________________________________________________
 EG0709* NAD 83(1986)-  34 07 54.     (N)    088 31 37.     (W)     SCALED    
 EG0709* NAVD 88     -       105.433  (meters)     345.91   (feet)  ADJUSTED  
 EG0709  ___________________________________________________________________
 EG0709  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EG0709  DYNAMIC HT  -         105.326 (meters)     345.56  (feet)  COMP
 EG0709  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 EG0709
 EG0709  VERT ORDER  -  SECOND    CLASS 0
 EG0709
 EG0709.The horizontal coordinates were scaled from a topographic map and have
 EG0709.an estimated accuracy of +/- 6 seconds.
 EG0709
 EG0709.The orthometric height was determined by differential leveling
 EG0709.and adjusted in June 1991.
 EG0709
 EG0709.The geoid height was determined by GEOID03.
 EG0709
 EG0709.The dynamic height is computed by dividing the NAVD 88
 EG0709.geopotential number by the normal gravity value computed on the
 EG0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0709.degrees latitude (g = 980.6199 gals.).
 EG0709
 EG0709.The modeled gravity was interpolated from observed gravity values.
 EG0709
 EG0709;                    North         East    Units  Estimated Accuracy
 EG0709;SPC MS E     -   513,590.      328,260.      MT  (+/- 180 meters Scaled)
 EG0709
 EG0709                          SUPERSEDED SURVEY CONTROL
 EG0709
 EG0709  NGVD 29 (??/??/92)  105.371  (m)          345.70   (f) ADJ UNCH    2 0
 EG0709
 EG0709.Superseded values are not recommended for survey control.
 EG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0709.See file dsdata.txt to determine how the superseded data were derived.
 EG0709
 EG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC592778(NAD 83)
 EG0709_MARKER: DD = SURVEY DISK
 EG0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0709_STAMPING: TRA. STA. A 2-55 1937
 EG0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0709+STABILITY: SURFACE MOTION
 EG0709
 EG0709  HISTORY     - Date     Condition        Report By
 EG0709  HISTORY     - 1937     MONUMENTED       DOD
 EG0709  HISTORY     - 1946     GOOD             NGS
 EG0709
 EG0709                          STATION DESCRIPTION
 EG0709
 EG0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 EG0709'11.2 MI SE FROM MOOREVILLE.
 EG0709'ABOUT 11.2 MILES SOUTHEAST ALONG THE MOOREVILLE-EVERGREEN-NETTLETON
 EG0709'ROAD FROM THE POST OFFICE AT MOOREVILLE, 2.8 MILES SOUTH OF EVERGREEN
 EG0709'SCHOOL, 159 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A CROSS
 EG0709'ROAD, 37 FEET EAST OF AND ABOUT 2.5 FEET HIGHER THAN THE CENTER LINE
 EG0709'OF THE ROAD, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  ABOUT 0.3
 EG0709'MILE NORTH OF NEW CHAPEL CHURCH.  A U.S.E. BRONZE DISK SET IN THE TOP
 EG0709'OF A CONCRETE POST, PROJECTING 6 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1564 ***********************************************************************
 EG1564  DESIGNATION -  A 2 90 USE 1950
 EG1564  PID         -  EG1564
 EG1564  STATE/COUNTY-  MS/MONROE
 EG1564  USGS QUAD   -  NETTLETON (1992)
 EG1564
 EG1564                         *CURRENT SURVEY CONTROL
 EG1564  ___________________________________________________________________
 EG1564* NAD 83(1993)-  34 04 50.80992(N)    088 32 35.74522(W)     ADJUSTED  
 EG1564* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 EG1564  ___________________________________________________________________
 EG1564  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EG1564  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EG1564  HORZ ORDER  -  SECOND
 EG1564
 EG1564.The horizontal coordinates were established by classical geodetic methods
 EG1564.and adjusted by the National Geodetic Survey in May 1994.
 EG1564
 EG1564.The orthometric height was scaled from a topographic map.
 EG1564
 EG1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1564
 EG1564.The geoid height was determined by GEOID03.
 EG1564
 EG1564;                    North         East     Units Scale Factor Converg.
 EG1564;SPC MS E     -   507,945.172   326,771.437   MT  0.99995883   +0 09 45.2
 EG1564;SPC MS E     - 1,666,483.45  1,072,082.62   sFT  0.99995883   +0 09 45.2
 EG1564;UTM  16      - 3,772,187.535   357,611.638   MT  0.99984993   -0 51 53.7
 EG1564
 EG1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1564!SPC MS E     -   0.99999037  x   0.99995883  =   0.99994920
 EG1564!UTM  16      -   0.99999037  x   0.99984993  =   0.99984030
 EG1564
 EG1564                          SUPERSEDED SURVEY CONTROL
 EG1564
 EG1564  NAD 83(1993)-  34 04 50.81508(N)    088 32 35.74469(W) AD(       ) 2
 EG1564  NAD 83(1986)-  34 04 50.81963(N)    088 32 35.74346(W) AD(       ) 2
 EG1564  NAD 27      -  34 04 50.42500(N)    088 32 35.57200(W) AD(       ) 2
 EG1564
 EG1564.Superseded values are not recommended for survey control.
 EG1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1564.See file dsdata.txt to determine how the superseded data were derived.
 EG1564
 EG1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5761272188(NAD 83)
 EG1564_MARKER: DD = SURVEY DISK
 EG1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1564+STABILITY: SURFACE MOTION
 EG1564
 EG1564  HISTORY     - Date     Condition        Report By
 EG1564  HISTORY     - 1950     MONUMENTED       USE
 EG1564
 EG1564                          STATION DESCRIPTION
 EG1564
 EG1564'DESCRIBED BY US ENGINEERS 1950 (VRS)
 EG1564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO 45 AND 6
 EG1564'AT THE SOUTHEAST EDGE OF
 EG1564'THE BUSINESS DISTRICT OF NETTLETON, GO EASTERLY ON
 EG1564'NO 6 FOR 1.7 MILES TO A FORK, THEN
 EG1564'LEFT ROAD, CONTINUE EASTERLY ON A
 EG1564'GRAVELED ROAD FOR 3.1 MILES TO THE STATION AS
 EG1564'DESCRIBED.
 EG1564'
 EG1564'A 2-90 (USE) IS 46 FEET SOUTH OF A POWER LINE POLE, AND 19 FEET WEST
 EG1564'OF THE CENTER OF A
 EG1564'GRAVELED ROAD.  IT IS A STANDARD U S ENGINEER DEPARTMENT
 EG1564'DISK MOBILE ENGINEER DISTRICT
 EG1564'SET IN A 6-INCH SQUARE CONCRETE POST
 EG1564'THAT PROJECTS 6 INCHES.  IT IS STAMPED TRA STA A
 EG1564'2-90 1937.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1137 ***********************************************************************
 BW1137  DESIGNATION -  A 20
 BW1137  PID         -  BW1137
 BW1137  STATE/COUNTY-  MS/WILKINSON
 BW1137  USGS QUAD   -  NEWTONIA (1988)
 BW1137
 BW1137                         *CURRENT SURVEY CONTROL
 BW1137  ___________________________________________________________________
 BW1137* NAD 83(1986)-  31 05 11.     (N)    091 10 07.     (W)     SCALED    
 BW1137* NAVD 88     -       102.64   (+/-2cm)     336.7    (feet)  VERTCON   
 BW1137  ___________________________________________________________________
 BW1137  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1137
 BW1137.The horizontal coordinates were scaled from a topographic map and have
 BW1137.an estimated accuracy of +/- 6 seconds.
 BW1137
 BW1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1137.The vertical order pertains to the NGVD 29 superseded value.
 BW1137
 BW1137.The geoid height was determined by GEOID03.
 BW1137
 BW1137;                    North         East    Units  Estimated Accuracy
 BW1137;SPC MS W     -   176,150.      620,300.      MT  (+/- 180 meters Scaled)
 BW1137
 BW1137                          SUPERSEDED SURVEY CONTROL
 BW1137
 BW1137  NGVD 29 (??/??/92)  102.607  (m)          336.64   (f) ADJ UNCH    2 0
 BW1137
 BW1137.Superseded values are not recommended for survey control.
 BW1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1137.See file dsdata.txt to determine how the superseded data were derived.
 BW1137
 BW1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ746406(NAD 83)
 BW1137_MARKER: DB = BENCH MARK DISK
 BW1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1137_SP_SET: CULVERT
 BW1137_STAMPING: A 20 1934 336.636
 BW1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1137
 BW1137  HISTORY     - Date     Condition        Report By
 BW1137  HISTORY     - 1934     MONUMENTED       CGS
 BW1137  HISTORY     - 1969     GOOD             MSHD
 BW1137
 BW1137                          STATION DESCRIPTION
 BW1137
 BW1137'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1137'6 MI W FROM CENTREVILLE.
 BW1137'THE MARK IS LOCATED 6 MILES WEST OF CENTREVILLE IN THE EAST END OF THE
 BW1137'NORTH HEADWALL OF A 4X4 FOOT BOX CULVERT NEAR THE CENTER OF THE SOUTH
 BW1137'SIDE OF SECTION 36, T 2N, R 1W.  IT IS 12 FEET NORTH OF THE CENTER OF
 BW1137'A GRAVELED ROAD, 1.1 FEET WEST OF THE EAST END OF THE HEADWALL, 1.5
 BW1137'FEET WEST OF A METAL WITNESS POST, SET IN A DRILLED HOLE NEAR THE EAST
 BW1137'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT AND IS ABOUT 1/2 FOOT
 BW1137'ABOVE THE LEVEL OF THE ROAD.  NOTE-- TO REACH FROM THE TRUCK SCALES AT
 BW1137'THE JUNCTION OF STATE HIGHWAYS 33 AND 24 IN CENTREVILLE GO WEST ON
 BW1137'STATE HIGHWAY 24 FOR 5.0 MILES TO AN ANGLING SIDE ROAD RIGHT. TURN
 BW1137'RIGHT (NORTHWEST) AND CONTINUE ON A GRAVELED ROAD FOR 0.9 MILE TO THE
 BW1137'FOOT OF A HILL AND THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0406 ***********************************************************************
 EH0406  DESIGNATION -  A 200
 EH0406  PID         -  EH0406
 EH0406  STATE/COUNTY-  MS/COAHOMA
 EH0406  USGS QUAD   -  FRIARS POINT (1964)
 EH0406
 EH0406                         *CURRENT SURVEY CONTROL
 EH0406  ___________________________________________________________________
 EH0406* NAD 83(1986)-  34 15 10.     (N)    090 40 45.     (W)     SCALED    
 EH0406* NAVD 88     -        50.803  (meters)     166.68   (feet)  ADJUSTED  
 EH0406  ___________________________________________________________________
 EH0406  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EH0406  DYNAMIC HT  -          50.753 (meters)     166.51  (feet)  COMP
 EH0406  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 EH0406
 EH0406  VERT ORDER  -  FIRST     CLASS I
 EH0406
 EH0406.The horizontal coordinates were scaled from a topographic map and have
 EH0406.an estimated accuracy of +/- 6 seconds.
 EH0406
 EH0406.The orthometric height was determined by differential leveling
 EH0406.and adjusted in June 1991.
 EH0406.WARNING-Repeat measurements at this control monument indicate possible
 EH0406.vertical movement.
 EH0406
 EH0406.The geoid height was determined by GEOID03.
 EH0406
 EH0406.The dynamic height is computed by dividing the NAVD 88
 EH0406.geopotential number by the normal gravity value computed on the
 EH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0406.degrees latitude (g = 980.6199 gals.).
 EH0406
 EH0406.The modeled gravity was interpolated from observed gravity values.
 EH0406
 EH0406;                    North         East    Units  Estimated Accuracy
 EH0406;SPC MS W     -   527,040.      668,150.      MT  (+/- 180 meters Scaled)
 EH0406
 EH0406                          SUPERSEDED SURVEY CONTROL
 EH0406
 EH0406  NGVD 29 (??/??/??)   50.864  (m)          166.88   (f) ADJUSTED    1 1
 EH0406
 EH0406.Superseded values are not recommended for survey control.
 EH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0406.See file dsdata.txt to determine how the superseded data were derived.
 EH0406
 EH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT137926(NAD 83)
 EH0406_MARKER: DB = BENCH MARK DISK
 EH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0406_SP_SET: CONCRETE POST
 EH0406_STAMPING: A 200 1957
 EH0406_MARK LOGO: CGS   
 EH0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0406+STABILITY: SURFACE MOTION
 EH0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0406+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0406
 EH0406  HISTORY     - Date     Condition        Report By
 EH0406  HISTORY     - 1957     MONUMENTED       CGS
 EH0406  HISTORY     - 1974     GOOD             NGS
 EH0406  HISTORY     - 1983     GOOD             USPSQD
 EH0406  HISTORY     - 19920123 GOOD             NGS
 EH0406  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH0406
 EH0406                          STATION DESCRIPTION
 EH0406
 EH0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0406'3.30 MI NE FROM SHERARD.
 EH0406'ABOUT 3.30 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 EH0406'WITH STATE HIGHWAY 322, ABOUT 0.70 MILE SOUTHWEST OF THE POST OFFICE
 EH0406'AND GROCERY STORE AT THE SMALL COMMUNITY OF FARRELL, 154 FEET
 EH0406'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHWEST OF THE
 EH0406'APPROXIMATE CENTER LINE OF THE OLD ABANDONED RAILROAD GRADE, 17 FEET
 EH0406'SOUTHWEST OF THE CENTER LINE OF A DIRT FIELD ROAD, 1 FOOT SOUTHEAST OF
 EH0406'A FENCE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW
 EH0406'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 EH0406'FOOT.  1/4,SEC 35, T 28N, R 5W.
 EH0406
 EH0406                          STATION RECOVERY (1983)
 EH0406
 EH0406'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0406'RECOVERED IN GOOD CONDITION.
 EH0406
 EH0406                          STATION RECOVERY (1992)
 EH0406
 EH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0406'5.5 KM (3.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0406'OF STATE HIGHWAY 322 IN SHERARD, 46.8 M (153.5 FT) NORTHWEST OF THE
 EH0406'HIGHWAY CENTERLINE, 10.2 M (33.5 FT) NORTH-NORTHEAST OF AN IRRIGATION
 EH0406'WELL, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 EH0406'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 EH0406'ABOVE THE GROUND SURFACE.
 EH0406
 EH0406                          STATION RECOVERY (2003)
 EH0406
 EH0406'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0744 ***********************************************************************
 EG0744  DESIGNATION -  A 200 USE
 EG0744  PID         -  EG0744
 EG0744  STATE/COUNTY-  MS/LEE
 EG0744  USGS QUAD   -  SHANNON (1979)
 EG0744
 EG0744                         *CURRENT SURVEY CONTROL
 EG0744  ___________________________________________________________________
 EG0744* NAD 83(1986)-  34 05 27.     (N)    088 37 31.     (W)     SCALED    
 EG0744* NAVD 88     -        77.543  (meters)     254.41   (feet)  ADJUSTED  
 EG0744  ___________________________________________________________________
 EG0744  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0744  DYNAMIC HT  -          77.464 (meters)     254.15  (feet)  COMP
 EG0744  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 EG0744
 EG0744  VERT ORDER  -  SECOND    CLASS 0
 EG0744
 EG0744.The horizontal coordinates were scaled from a topographic map and have
 EG0744.an estimated accuracy of +/- 6 seconds.
 EG0744
 EG0744.The orthometric height was determined by differential leveling
 EG0744.and adjusted in June 1991.
 EG0744
 EG0744.The geoid height was determined by GEOID03.
 EG0744
 EG0744.The dynamic height is computed by dividing the NAVD 88
 EG0744.geopotential number by the normal gravity value computed on the
 EG0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0744.degrees latitude (g = 980.6199 gals.).
 EG0744
 EG0744.The modeled gravity was interpolated from observed gravity values.
 EG0744
 EG0744;                    North         East    Units  Estimated Accuracy
 EG0744;SPC MS E     -   509,040.      319,200.      MT  (+/- 180 meters Scaled)
 EG0744
 EG0744                          SUPERSEDED SURVEY CONTROL
 EG0744
 EG0744  NGVD 29 (??/??/92)   77.490  (m)          254.23   (f) ADJ UNCH    2 0
 EG0744
 EG0744.Superseded values are not recommended for survey control.
 EG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0744.See file dsdata.txt to determine how the superseded data were derived.
 EG0744
 EG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC500734(NAD 83)
 EG0744_MARKER: DD = SURVEY DISK
 EG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0744_STAMPING: TRA. STA. A-200
 EG0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0744+STABILITY: SURFACE MOTION
 EG0744
 EG0744  HISTORY     - Date     Condition        Report By
 EG0744  HISTORY     - UNK      MONUMENTED       DOD
 EG0744  HISTORY     - 1962     GOOD             MSHD
 EG0744  HISTORY     - 1964     GOOD             NGS
 EG0744
 EG0744                          STATION DESCRIPTION
 EG0744
 EG0744'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0744'0.1 MI N FROM NETTLETON.
 EG0744'THE MARK IS LOCATED ABOUT 700 FEET NORTH ALONG THE FRISCO RAILROAD
 EG0744'FROM THE STATION IN NETTLETON.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0744'6 INCH SQUARE CONCRETE POST.  IT IS 3 FEET NORTH OF MILE POST 600-7,
 EG0744'35 FEET EAST OF THE CENTER OF THE TRACK, 120 FEET WEST OF THE CENTER
 EG0744'OF A GRAVEL ROAD, 1 FOOT EAST OF A METAL WITNESS POST, 4 FEET ABOVE
 EG0744'THE LEVEL OF THE TRACK, FLUSH WITH THE GROUND.
 EG0744
 EG0744                          STATION RECOVERY (1964)
 EG0744
 EG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EG0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0620 ***********************************************************************
 EH0620  DESIGNATION -  A 201
 EH0620  PID         -  EH0620
 EH0620  STATE/COUNTY-  MS/COAHOMA
 EH0620  USGS QUAD   -  SHERARD (1967)
 EH0620
 EH0620                         *CURRENT SURVEY CONTROL
 EH0620  ___________________________________________________________________
 EH0620* NAD 83(1986)-  34 10 47.     (N)    090 37 38.     (W)     SCALED    
 EH0620* NAVD 88     -        49.350  (meters)     161.91   (feet)  ADJUSTED  
 EH0620  ___________________________________________________________________
 EH0620  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH0620  DYNAMIC HT  -          49.302 (meters)     161.75  (feet)  COMP
 EH0620  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EH0620
 EH0620  VERT ORDER  -  SECOND    CLASS 0
 EH0620
 EH0620.The horizontal coordinates were scaled from a topographic map and have
 EH0620.an estimated accuracy of +/- 6 seconds.
 EH0620
 EH0620.The orthometric height was determined by differential leveling
 EH0620.and adjusted in June 1991.
 EH0620
 EH0620.The geoid height was determined by GEOID03.
 EH0620
 EH0620.The dynamic height is computed by dividing the NAVD 88
 EH0620.geopotential number by the normal gravity value computed on the
 EH0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0620.degrees latitude (g = 980.6199 gals.).
 EH0620
 EH0620.The modeled gravity was interpolated from observed gravity values.
 EH0620
 EH0620;                    North         East    Units  Estimated Accuracy
 EH0620;SPC MS W     -   518,920.      672,910.      MT  (+/- 180 meters Scaled)
 EH0620
 EH0620                          SUPERSEDED SURVEY CONTROL
 EH0620
 EH0620  NGVD 29 (??/??/??)   49.400  (m)          162.07   (f) ADJUSTED    2 0
 EH0620
 EH0620.Superseded values are not recommended for survey control.
 EH0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0620.See file dsdata.txt to determine how the superseded data were derived.
 EH0620
 EH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT186846(NAD 83)
 EH0620_MARKER: DB = BENCH MARK DISK
 EH0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0620_STAMPING: A 201 1957
 EH0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0620+STABILITY: SURFACE MOTION
 EH0620
 EH0620  HISTORY     - Date     Condition        Report By
 EH0620  HISTORY     - 1957     MONUMENTED       CGS
 EH0620  HISTORY     - 1973     GOOD             MSHD
 EH0620
 EH0620                          STATION DESCRIPTION
 EH0620
 EH0620'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0620'3.5 MI SW FROM CLARKSDALE.
 EH0620'THE MARK IS LOCATED 3.5 MILES SW OF THE COURTHOUSE IN CLARKSDALE ON
 EH0620'THE NW ROW OF THE ICRR TRACK ON THE SE BANK OF A DITCH, 0.5 MILE NE OF
 EH0620'BEVERLY DAVENPORT IN THE SE 1/4 OF SECTION 29, T 27N, R 4W.  IT IS 52
 EH0620'FEET NW OF THE NW RAIL, 160 FEET WSW OF MILE POST 80, 16 FEET SE OF
 EH0620'THE CENTER OF A DITCH, 5.5 FEET WEST OF TELEPHONE POLE NO. 3453 (POLE
 EH0620'WITH WOODEN BRACE) 1 FOOT SE OF A METAL WITNESS POST SET IN THE TOP OF
 EH0620'A 12 INCH CONCRETE CYLINDER ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK
 EH0620'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S.
 EH0620'HIGHWAY 49 AND 61 IN CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.7 MILES
 EH0620'TO THE JUNCTION OF STATE HIGHWAY 322.  CONTINUE SW ON U.S. HIGHWAY 61
 EH0620'FOR 1 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A BLACK TOP ROAD
 EH0620'FOR 1.8 MILES TO A FRAME CHURCH ON THE RIGHT.  TURN RIGHT AND GO NORTH
 EH0620'ON THE CHURCH DRIVEWAY PASSING TO THE RIGHT OF THE CHURCH FOR ABOUT
 EH0620'100 YARDS TO THE RAILROAD TRACK.  THEN GO NE ALONG A TRACK ROAD ON THE
 EH0620'SE SIDE OF THE RAILROAD TRACK FOR 0.5 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0845 ***********************************************************************
 BW0845  DESIGNATION -  A 204
 BW0845  PID         -  BW0845
 BW0845  STATE/COUNTY-  MS/ADAMS
 BW0845  USGS QUAD   -  NATCHEZ (1976)
 BW0845
 BW0845                         *CURRENT SURVEY CONTROL
 BW0845  ___________________________________________________________________
 BW0845* NAD 83(1986)-  31 33 32.     (N)    091 22 50.     (W)     SCALED    
 BW0845* NAVD 88     -        59.432  (meters)     194.99   (feet)  ADJUSTED  
 BW0845  ___________________________________________________________________
 BW0845  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0845  DYNAMIC HT  -          59.360 (meters)     194.75  (feet)  COMP
 BW0845  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 BW0845
 BW0845  VERT ORDER  -  SECOND    CLASS 0
 BW0845
 BW0845.The horizontal coordinates were scaled from a topographic map and have
 BW0845.an estimated accuracy of +/- 6 seconds.
 BW0845
 BW0845.The orthometric height was determined by differential leveling
 BW0845.and adjusted in February 1994.
 BW0845
 BW0845.The geoid height was determined by GEOID03.
 BW0845
 BW0845.The dynamic height is computed by dividing the NAVD 88
 BW0845.geopotential number by the normal gravity value computed on the
 BW0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0845.degrees latitude (g = 980.6199 gals.).
 BW0845
 BW0845.The modeled gravity was interpolated from observed gravity values.
 BW0845
 BW0845;                    North         East    Units  Estimated Accuracy
 BW0845;SPC MS W     -   228,720.      600,580.      MT  (+/- 180 meters Scaled)
 BW0845
 BW0845                          SUPERSEDED SURVEY CONTROL
 BW0845
 BW0845  NAVD 88 (06/15/91)   59.454  (m)          195.06   (f) UNKNOWN     2 0
 BW0845  NGVD 29 (??/??/??)   59.434  (m)          194.99   (f) ADJUSTED    2 0
 BW0845
 BW0845.Superseded values are not recommended for survey control.
 BW0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0845.See file dsdata.txt to determine how the superseded data were derived.
 BW0845
 BW0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ537926(NAD 83)
 BW0845_MARKER: DB = BENCH MARK DISK
 BW0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0845_SP_SET: CONCRETE SILL
 BW0845_STAMPING: A 204 1960
 BW0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0845
 BW0845  HISTORY     - Date     Condition        Report By
 BW0845  HISTORY     - 1960     MONUMENTED       CGS
 BW0845  HISTORY     - 1969     GOOD             MSHD
 BW0845
 BW0845                          STATION DESCRIPTION
 BW0845
 BW0845'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0845'0.75 MI NE FROM NATCHEZ.
 BW0845'THE MARK IS LOCATED 0.75 MILE NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0845'NATCHEZ AT THE SOUTH ENTRANCE TO THE ST. FRANCIS CATHOLIC SCHOOL.  IT
 BW0845'IS 88 FEET NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD
 BW0845'TRACK, 3 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE SCHOOL,
 BW0845'25.5 FEET EAST OF THE SOUTHWEST CORNER OF THE SCHOOL, 23.5 FEET NORTH
 BW0845'OF A 20 INCH PECAN, 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE WEST
 BW0845'OFFSET FOR THE ENTRANCE TO THE SCHOOL, SET IN A DRILLED HOLE IN THE
 BW0845'CONCRETE SILL AT THE SOUTH ENTRANCE TO THE SCHOOL AND IS ABOUT LEVEL
 BW0845'WITH THE TRACK.  NOTE-- TO REACH FROM THE TRUCK SCALES NEAR THE U.S.
 BW0845'HIGHWAY 61, 84 AND 98 BYPASS AT THE EAST EDGE OF NATCHEZ GO WEST ON
 BW0845'U.S. HIGHWAY 61 AND 84 BYPASS BUSINESS ROUTE FOR 1.25 MILES TO THE
 BW0845'INTERSECTION OF REMBERT STREET.  TURN RIGHT ( NORTH) AND CONTINUE ON
 BW0845'REMBERT STREET FOR 0.1 MILE TO THE INTERSECTION OF OBRIEN STREET. TURN
 BW0845'RIGHT (NORTHEAST) AND CONTINUE ON OBRIEN STREET FOR 0.15 MILE TO THE
 BW0845'SCHOOL AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0207 ***********************************************************************
 BW0207  DESIGNATION -  A 208
 BW0207  PID         -  BW0207
 BW0207  STATE/COUNTY-  MS/PIKE
 BW0207  USGS QUAD   -  OSYKA (1972)
 BW0207
 BW0207                         *CURRENT SURVEY CONTROL
 BW0207  ___________________________________________________________________
 BW0207* NAD 83(1986)-  31 00 58.     (N)    090 27 57.     (W)     SCALED    
 BW0207* NAVD 88     -        72.980  (meters)     239.44   (feet)  ADJUSTED  
 BW0207  ___________________________________________________________________
 BW0207  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW0207  DYNAMIC HT  -          72.886 (meters)     239.13  (feet)  COMP
 BW0207  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 BW0207
 BW0207  VERT ORDER  -  FIRST     CLASS I
 BW0207
 BW0207.The horizontal coordinates were scaled from a topographic map and have
 BW0207.an estimated accuracy of +/- 6 seconds.
 BW0207
 BW0207.The orthometric height was determined by differential leveling
 BW0207.and adjusted in February 1994.
 BW0207
 BW0207.The geoid height was determined by GEOID03.
 BW0207
 BW0207.The dynamic height is computed by dividing the NAVD 88
 BW0207.geopotential number by the normal gravity value computed on the
 BW0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0207.degrees latitude (g = 980.6199 gals.).
 BW0207
 BW0207.The modeled gravity was interpolated from observed gravity values.
 BW0207
 BW0207;                    North         East    Units  Estimated Accuracy
 BW0207;SPC MS W     -   168,070.      687,350.      MT  (+/- 180 meters Scaled)
 BW0207
 BW0207                          SUPERSEDED SURVEY CONTROL
 BW0207
 BW0207  NAVD 88 (06/15/91)   73.027  (m)          239.59   (f) UNKNOWN     1 1
 BW0207  NGVD 29 (??/??/??)   73.013  (m)          239.54   (f) ADJUSTED    1 1
 BW0207
 BW0207.Superseded values are not recommended for survey control.
 BW0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0207.See file dsdata.txt to determine how the superseded data were derived.
 BW0207
 BW0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ419341(NAD 83)
 BW0207_MARKER: DB = BENCH MARK DISK
 BW0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0207_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BW0207_STAMPING: A 208 1959
 BW0207_MARK LOGO: CGS   
 BW0207_MAGNETIC: P = MARKER IS A STEEL PIPE
 BW0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0207+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BW0207
 BW0207  HISTORY     - Date     Condition        Report By
 BW0207  HISTORY     - 1959     MONUMENTED       CGS
 BW0207  HISTORY     - 1969     GOOD             MSHD
 BW0207  HISTORY     - 19920712 GOOD             NGS
 BW0207
 BW0207                          STATION DESCRIPTION
 BW0207
 BW0207'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0207'0.75 MI NE FROM OSYKA.
 BW0207'THE MARK IS LOCATED 0.75 MILE NORTHEAST OF OSYKA ON THE WEST
 BW0207'RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD TRACK, 3 MILES SOUTH OF
 BW0207'CHATAWA IN THE SOUTHEAST 1/4 OF SECTION 26, T 1N, R 7E.  IT IS 10 FEET
 BW0207'WEST OF THE WEST RAIL OF THE WEST TRACK, 47.5 FEET NORTHWEST OF THE
 BW0207'NORTHWEST CORNER OF A 19 INCH SQUARE CONCRETE FOOTING ON THE EAST SIDE
 BW0207'OF THE TRACK, 1.8 FEET WEST OF MILEPOST C 823, 1 FOOT NORTH OF A METAL
 BW0207'WITNESS POST, SET ON THE TOP OF A 3 INCH IRON PIPE ABOUT 18 INCHES
 BW0207'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 BW0207'FROM THE PIKE COUNTY COURTHOUSE IN MAGNOLIA GO WEST ON BAY STREET
 BW0207'(STATE HIGHWAY 48) FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BW0207'51.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 9.7 MILES
 BW0207'TO THE JUNCTION OF STATE HIGHWAY 584 IN OSYKA.  TURN LEFT (EAST) AND
 BW0207'CONTINUE ON LIBERTY STREET FOR 0.2 MILE TO THE CROSSING OF THE
 BW0207'ILLINOIS CENTRAL RAILROAD TRACK.  THENCE NORTH ALONG THE ILLINOIS
 BW0207'CENTRAL RAILROAD TRACK FOR 0.75 MILE TO MILEPOST 823 AND THE MARK ON
 BW0207'THE LEFT.
 BW0207
 BW0207                          STATION RECOVERY (1992)
 BW0207
 BW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0207'9.8 KM (6.10 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0207'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, 3.0 M (9.8 FT) WEST
 BW0207'OF THE NEAR RAIL, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND
 BW0207'0.4 M (1.3 FT) WEST OF MILEPOST 823.  NOTE--THE DISK IS BRAZED TO A
 BW0207'3-INCH METAL PIPE AND PROJECTS 0.12 M (0.39 FT) ABOVE THE GROUND
 BW0207'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0098 ***********************************************************************
 BW0098  DESIGNATION -  A 209
 BW0098  PID         -  BW0098
 BW0098  STATE/COUNTY-  MS/LINCOLN
 BW0098  USGS QUAD   -  BROOKHAVEN (1972)
 BW0098
 BW0098                         *CURRENT SURVEY CONTROL
 BW0098  ___________________________________________________________________
 BW0098* NAD 83(1986)-  31 36 28.     (N)    090 24 41.     (W)     SCALED    
 BW0098* NAVD 88     -       147.62   (+/-2cm)     484.3    (feet)  VERTCON   
 BW0098  ___________________________________________________________________
 BW0098  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW0098  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0098
 BW0098.This mark is at Brookhaven-Lincoln County Airport (1R7)
 BW0098
 BW0098.The horizontal coordinates were scaled from a topographic map and have
 BW0098.an estimated accuracy of +/- 6 seconds.
 BW0098
 BW0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0098.The vertical order pertains to the NGVD 29 superseded value.
 BW0098
 BW0098.The geoid height was determined by GEOID03.
 BW0098
 BW0098;                    North         East    Units  Estimated Accuracy
 BW0098;SPC MS W     -   233,660.      692,590.      MT  (+/- 180 meters Scaled)
 BW0098
 BW0098                          SUPERSEDED SURVEY CONTROL
 BW0098
 BW0098  NGVD 29 (??/??/??)  147.616  (m)          484.30   (f) ADJUSTED    1 2
 BW0098
 BW0098.Superseded values are not recommended for survey control.
 BW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0098.See file dsdata.txt to determine how the superseded data were derived.
 BW0098
 BW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ455998(NAD 83)
 BW0098_MARKER: DB = BENCH MARK DISK
 BW0098_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW0098_SP_SET: FOOTING
 BW0098_STAMPING: A 209 1960
 BW0098_MARK LOGO: CGS   
 BW0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0098+STABILITY: SURFACE MOTION
 BW0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0098+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0098
 BW0098  HISTORY     - Date     Condition        Report By
 BW0098  HISTORY     - 1960     MONUMENTED       CGS
 BW0098  HISTORY     - 1969     GOOD             NGS
 BW0098  HISTORY     - 1970     GOOD             MSSU
 BW0098  HISTORY     - 19920622 GOOD             NGS
 BW0098
 BW0098                          STATION DESCRIPTION
 BW0098
 BW0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0098'IN BROOKHAVEN.
 BW0098'AT THE BROOKHAVEN MUNICIPAL AIRPORT, NEAR THE MAIN GATE AT AIRPORT
 BW0098'ENTRANCE, SET ON THE TOP OF THE SOUTH CORNER FOR THE CONCRETE BASE
 BW0098'SUPPORTING THE SOUTH LEG FOR THE BEACON LIGHT AT THE AIRPORT, 37 FEET
 BW0098'NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD LEADING TO AIRPORT
 BW0098'AND 4 INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 4, T 7N, R 8E.
 BW0098
 BW0098                          STATION RECOVERY (1970)
 BW0098
 BW0098'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970
 BW0098'RECOVERED IN GOOD CONDITION.
 BW0098
 BW0098                          STATION RECOVERY (1992)
 BW0098
 BW0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0098'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 550 (MONTICELLO STREET)
 BW0098'FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN BROOKHAVEN,
 BW0098'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG SECOND STREET, THENCE 2.2 KM
 BW0098'(1.35 MI) NORTHEASTERLY ALONG MAIN STREET AND 0LD U.S. HIGHWAY 51,
 BW0098'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG HEUCKS RETREAT ROAD, THENCE
 BW0098'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG THE BROOKHAVEN MUNICIPAL AIRPORT
 BW0098'ENTRANCE ROAD, IN TOP OF AND 0.2 KM (0.10 MI) NORTH OF THE SOUTH
 BW0098'CORNER OF THE MOST SOUTHWESTERLY OF 4 CONCRETE FOOTING FOR THE OLD
 BW0098'AIRPORT BEACON, 21.6 M (70.9 FT) WEST OF THE NORTHWEST CORNER OF A
 BW0098'BLOCK HANGAR, 10.5 M (34.4 FT) NORTHEAST OF THE ROAD CENTER, AND 5.3
 BW0098'M (17.4 FT) NORTHWEST OF A FENCE CORNER AND UTILITY LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0864 ***********************************************************************
 BW0864  DESIGNATION -  A 21
 BW0864  PID         -  BW0864
 BW0864  STATE/COUNTY-  MS/ADAMS
 BW0864  USGS QUAD   -  CRANFIELD (1988)
 BW0864
 BW0864                         *CURRENT SURVEY CONTROL
 BW0864  ___________________________________________________________________
 BW0864* NAD 83(1986)-  31 33 25.     (N)    091 14 56.     (W)     SCALED    
 BW0864* NAVD 88     -       128.357  (meters)     421.12   (feet)  ADJUSTED  
 BW0864  ___________________________________________________________________
 BW0864  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0864  DYNAMIC HT  -         128.200 (meters)     420.60  (feet)  COMP
 BW0864  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BW0864
 BW0864  VERT ORDER  -  SECOND    CLASS 0
 BW0864
 BW0864.The horizontal coordinates were scaled from a topographic map and have
 BW0864.an estimated accuracy of +/- 6 seconds.
 BW0864
 BW0864.The orthometric height was determined by differential leveling
 BW0864.and adjusted in February 1994.
 BW0864
 BW0864.The geoid height was determined by GEOID03.
 BW0864
 BW0864.The dynamic height is computed by dividing the NAVD 88
 BW0864.geopotential number by the normal gravity value computed on the
 BW0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0864.degrees latitude (g = 980.6199 gals.).
 BW0864
 BW0864.The modeled gravity was interpolated from observed gravity values.
 BW0864
 BW0864;                    North         East    Units  Estimated Accuracy
 BW0864;SPC MS W     -   228,390.      613,080.      MT  (+/- 180 meters Scaled)
 BW0864
 BW0864                          SUPERSEDED SURVEY CONTROL
 BW0864
 BW0864  NAVD 88 (06/15/91)  128.381  (m)          421.20   (f) UNKNOWN     2 0
 BW0864  NGVD 29 (??/??/??)  128.361  (m)          421.13   (f) ADJUSTED    2 0
 BW0864
 BW0864.Superseded values are not recommended for survey control.
 BW0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0864.See file dsdata.txt to determine how the superseded data were derived.
 BW0864
 BW0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ662926(NAD 83)
 BW0864_MARKER: DB = BENCH MARK DISK
 BW0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0864_STAMPING: A 21 1934 421.531
 BW0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0864+STABILITY: SURFACE MOTION
 BW0864
 BW0864  HISTORY     - Date     Condition        Report By
 BW0864  HISTORY     - 1934     MONUMENTED       CGS
 BW0864  HISTORY     - 1969     GOOD             MSHD
 BW0864
 BW0864                          STATION DESCRIPTION
 BW0864
 BW0864'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0864'3.3 MI SE FROM WASHINGTON.
 BW0864'THE MARK IS LOCATED 8.7 MILES EAST OF THE APPROXIMATE CENTER OF
 BW0864'NATCHEZ IN THE SOUTHEAST ANGLE OF A T INTERSECTION ON THE EAST
 BW0864'RIGHT-OF-WAY OF THE MISSISSIPPI CENTRAL RAILROAD TRACK IN FENWICK, 3.3
 BW0864'MILES SOUTHEAST OF WASHINGTON.  IT IS 34 FEET SOUTHEAST OF THE
 BW0864'SOUTHEAST RAIL, 49 FEET SOUTH OF THE CENTER OF THE CROSSING, 38 FEET
 BW0864'SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 88 FEET SOUTHEAST OF THE
 BW0864'CENTER OF ANOTHER BLACKTOP ROAD, 13 FEET WEST OF A POWER LINE POLE
 BW0864'WITH A LAMP ON IT, 10 FEET SOUTHWEST OF A SOUTHLAND SIGN, 51.5 FEET
 BW0864'WEST OF THE NORTHWEST CORNER OF A STORE, SET IN THE TOP OF A 7 INCH
 BW0864'SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE
 BW0864'GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 98, 84 AND
 BW0864'61 IN WASHINGTON GO EAST ON U.S. HIGHWAYS 98 AND 84 FOR 3.55 MILES TO
 BW0864'A SIDE ROAD.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON A BLACKTOP ROAD
 BW0864'FOR 0.1 MILE TO A SIDE ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0252 ***********************************************************************
 CP0252  DESIGNATION -  A 210
 CP0252  PID         -  CP0252
 CP0252  STATE/COUNTY-  MS/HINDS
 CP0252  USGS QUAD   -  JACKSON (1998)
 CP0252
 CP0252                         *CURRENT SURVEY CONTROL
 CP0252  ___________________________________________________________________
 CP0252* NAD 83(1986)-  32 18 45.     (N)    090 12 29.     (W)     SCALED    
 CP0252* NAVD 88     -       105.832  (meters)     347.22   (feet)  ADJUSTED  
 CP0252  ___________________________________________________________________
 CP0252  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0252  DYNAMIC HT  -         105.714 (meters)     346.83  (feet)  COMP
 CP0252  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 CP0252  OBS GRAVITY -     979,513.4   (mgal)                       GRAV_OBS
 CP0252
 CP0252  VERT ORDER  -  FIRST     CLASS I
 CP0252
 CP0252.The horizontal coordinates were scaled from a topographic map and have
 CP0252.an estimated accuracy of +/- 6 seconds.
 CP0252
 CP0252.The orthometric height was determined by differential leveling
 CP0252.and adjusted in June 1991.
 CP0252
 CP0252.The geoid height was determined by GEOID03.
 CP0252
 CP0252.The dynamic height is computed by dividing the NAVD 88
 CP0252.geopotential number by the normal gravity value computed on the
 CP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0252.degrees latitude (g = 980.6199 gals.).
 CP0252
 CP0252.The modeled gravity was interpolated from observed gravity values.
 CP0252.The observed gravity was obtained from relative gravimeter ties
 CP0252.to the IGSN71 gravity network.
 CP0252
 CP0252;                    North         East    Units  Estimated Accuracy
 CP0252;SPC MS W     -   311,810.      711,800.      MT  (+/- 180 meters Scaled)
 CP0252
 CP0252                          SUPERSEDED SURVEY CONTROL
 CP0252
 CP0252  NGVD 29 (??/??/??)  105.843  (m)          347.25   (f) ADJUSTED    1 1
 CP0252
 CP0252.Superseded values are not recommended for survey control.
 CP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0252.See file dsdata.txt to determine how the superseded data were derived.
 CP0252
 CP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR628785(NAD 83)
 CP0252_MARKER: DB = BENCH MARK DISK
 CP0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0252_SP_SET: CONCRETE BASE
 CP0252_STAMPING: A 210 1977
 CP0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0252
 CP0252  HISTORY     - Date     Condition        Report By
 CP0252  HISTORY     - 1977     MONUMENTED       NGS
 CP0252  HISTORY     - 1977     GOOD             MSHD
 CP0252  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CP0252
 CP0252                          STATION DESCRIPTION
 CP0252
 CP0252'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0252'1.7 MI NW FROM JACKSON.
 CP0252'THE MARK IS LOCATED 1.7 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0252'JACKSON IN THE BASE OF THE FLAG POLE ON THE FRONT LAWN OF THE THOMAS
 CP0252'P. BARR ELEMENTARY SCHOOL IN THE SOUTH ANGLE OF THE JUNCTION OF ETHEL
 CP0252'MOORE STREET AND WEST CAPITOL STREET IN THE SOUTHEAST CORNER OF
 CP0252'SECTION 32, T 6N, R 1E.  IT IS 106 FEET SOUTHEAST OF THE CENTER OF
 CP0252'ETHEL MOORE STREET, 78 FEET SOUTHWEST OF THE CENTER OF WEST CAPITOL
 CP0252'STREET, 37 FEET EAST OF THE EAST CORNER OF THE NORTHWEST WING OF THE
 CP0252'SCHOOL, 9.5 FEET NORTHWEST OF THE CENTER OF THE MAIN WALK TO THE
 CP0252'SCHOOL, 1.9 FEET NORTH OF THE FLAG POLE SET IN A DRILL HOLE, 1.3 FEET
 CP0252'SOUTH OF THE NORTH CORNER OF THE CONCRETE BASE OF THE FLAG POLE AND
 CP0252'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT
 CP0252'THE EAST END OF CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR
 CP0252'0.1 MILE TO THE INTERSECTION OF AMITE STREET.  TURN LEFT AND GO WEST
 CP0252'ON AMITE STREET FOR 1.15 MILES TO THE INTERSECTION OF CAPITOL STREET.
 CP0252'TURN RIGHT AND GO NORTHWEST ON CAPITOL STREET FOR 0.9 MILE TO THE
 CP0252'SCHOOL AND THE MARK ON THE LEFT.
 CP0252
 CP0252                          STATION RECOVERY (1990)
 CP0252
 CP0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0912 ***********************************************************************
 CO0912  DESIGNATION -  A 213
 CO0912  PID         -  CO0912
 CO0912  STATE/COUNTY-  MS/SCOTT
 CO0912  USGS QUAD   -  PULASKI (1982)
 CO0912
 CO0912                         *CURRENT SURVEY CONTROL
 CO0912  ___________________________________________________________________
 CO0912* NAD 83(1986)-  32 21 17.     (N)    089 37 19.     (W)     SCALED    
 CO0912* NAVD 88     -       135.501  (meters)     444.56   (feet)  ADJUSTED  
 CO0912  ___________________________________________________________________
 CO0912  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CO0912  DYNAMIC HT  -         135.342 (meters)     444.03  (feet)  COMP
 CO0912  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CO0912
 CO0912  VERT ORDER  -  FIRST     CLASS I
 CO0912
 CO0912.The horizontal coordinates were scaled from a topographic map and have
 CO0912.an estimated accuracy of +/- 6 seconds.
 CO0912
 CO0912.The orthometric height was determined by differential leveling
 CO0912.and adjusted in June 1991.
 CO0912
 CO0912.The geoid height was determined by GEOID03.
 CO0912
 CO0912.The dynamic height is computed by dividing the NAVD 88
 CO0912.geopotential number by the normal gravity value computed on the
 CO0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0912.degrees latitude (g = 980.6199 gals.).
 CO0912
 CO0912.The modeled gravity was interpolated from observed gravity values.
 CO0912
 CO0912;                    North         East    Units  Estimated Accuracy
 CO0912;SPC MS E     -   316,760.      225,770.      MT  (+/- 180 meters Scaled)
 CO0912
 CO0912                          SUPERSEDED SURVEY CONTROL
 CO0912
 CO0912  NGVD 29 (??/??/??)  135.498  (m)          444.55   (f) ADJUSTED    1 1
 CO0912
 CO0912.Superseded values are not recommended for survey control.
 CO0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0912.See file dsdata.txt to determine how the superseded data were derived.
 CO0912
 CO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA532827(NAD 83)
 CO0912_MARKER: DB = BENCH MARK DISK
 CO0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0912_STAMPING: A 213 1961
 CO0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0912+STABILITY: SURFACE MOTION
 CO0912
 CO0912  HISTORY     - Date     Condition        Report By
 CO0912  HISTORY     - 1961     MONUMENTED       CGS
 CO0912  HISTORY     - 1968     GOOD             NGS
 CO0912  HISTORY     - 1977     GOOD             MSHD
 CO0912
 CO0912                          STATION DESCRIPTION
 CO0912
 CO0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0912'1.95 MI E FROM MORTON.
 CO0912'ABOUT 1.95 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS CENTRAL
 CO0912'RAILROAD STATION AT MORTON, AT THE EAST MORTON BAPTIST CHURCH, 87 FEET
 CO0912'NORTH OF THE CENTERLINE OF THE HIGHWAY, 29 1/2 FEET SOUTH OF THE
 CO0912'SOUTHEAST CORNER OF THE CHURCH BUILDING, 29 1/2 FEET NORTH OF THE
 CO0912'NORTH END OF A BRICK SIGN IN THE CHURCH YARD,2 FEET SOUTHWEST OF THE
 CO0912'SOUTHEAST CORNER OF A CONCRETE WALKWAY, ABOUT 4 FEET ABOVE THE LEVEL
 CO0912'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CO0912'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 19, T 6N, R 7E.
 CO0912
 CO0912                          STATION RECOVERY (1977)
 CO0912
 CO0912'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0912'THE MARK IS LOCATED 1.9 MILES EAST OF MORTON NEAR THE SOUTHEAST
 CO0912'CORNER OF THE WALK LEADING TO THE ENTRANCE TO THE EAST MORTON BAPTIST
 CO0912'CHURCH IN THE NORTHWEST 1/4 OF SECTION 19, T 6 N, R 7 E. IT IS 87
 CO0912'FEET NORTH OF THE CENTER OF HIGHWAY 80, 32 FEET NORTH-NORTHWEST OF A
 CO0912'POWER POLE WITH A LAMP AND A GUY WIRE, 30 FEET NORTH OF THE
 CO0912'NORTH-EAST CORNER OF THE CHURCH SIGN, 29.5 FEET SOUTH-SOUTHEAST OF
 CO0912'THE SOUTH EAST CORNER OF THE CHURCH AUDITORIUM, 5 FEET EAST OF THE
 CO0912'PROJECTED PLANE OF THEEAST WALL OF THE AUDITORIUM, 1.9 FEET SOUTHWEST
 CO0912'OF THE SOUTHEAST CORNER OF THE WALK SET IN THE TOP OF A ROUND
 CO0912'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS
 CO0912'FLUSH WITH THE GROUND. TO REACH FROM THE FIRST BAPTIST CHURCH IN
 CO0912'MORTON GO EAST ON U.S. HIGHWAY 80 FOR 2 MILES TO THE CHURCH AND THE
 CO0912'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0778 ***********************************************************************
 CO0778  DESIGNATION -  A 214
 CO0778  PID         -  CO0778
 CO0778  STATE/COUNTY-  MS/NEWTON
 CO0778  USGS QUAD   -  NEWTON (1982)
 CO0778
 CO0778                         *CURRENT SURVEY CONTROL
 CO0778  ___________________________________________________________________
 CO0778* NAD 83(1986)-  32 19 26.     (N)    089 12 49.     (W)     SCALED    
 CO0778* NAVD 88     -       130.193  (meters)     427.14   (feet)  ADJUSTED  
 CO0778  ___________________________________________________________________
 CO0778  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO0778  DYNAMIC HT  -         130.041 (meters)     426.64  (feet)  COMP
 CO0778  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 CO0778
 CO0778  VERT ORDER  -  FIRST     CLASS I
 CO0778
 CO0778.The horizontal coordinates were scaled from a topographic map and have
 CO0778.an estimated accuracy of +/- 6 seconds.
 CO0778
 CO0778.The orthometric height was determined by differential leveling
 CO0778.and adjusted in June 1991.
 CO0778
 CO0778.The geoid height was determined by GEOID03.
 CO0778
 CO0778.The dynamic height is computed by dividing the NAVD 88
 CO0778.geopotential number by the normal gravity value computed on the
 CO0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0778.degrees latitude (g = 980.6199 gals.).
 CO0778
 CO0778.The modeled gravity was interpolated from observed gravity values.
 CO0778
 CO0778;                    North         East    Units  Estimated Accuracy
 CO0778;SPC MS E     -   313,130.      264,200.      MT  (+/- 180 meters Scaled)
 CO0778
 CO0778                          SUPERSEDED SURVEY CONTROL
 CO0778
 CO0778  NGVD 29 (??/??/??)  130.185  (m)          427.12   (f) ADJUSTED    1 1
 CO0778
 CO0778.Superseded values are not recommended for survey control.
 CO0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0778.See file dsdata.txt to determine how the superseded data were derived.
 CO0778
 CO0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA916784(NAD 83)
 CO0778_MARKER: DB = BENCH MARK DISK
 CO0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0778_SP_SET: CONCRETE POST
 CO0778_STAMPING: A 214 1961
 CO0778_MARK LOGO: CGS   
 CO0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0778+STABILITY: SURFACE MOTION
 CO0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0778+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 CO0778
 CO0778  HISTORY     - Date     Condition        Report By
 CO0778  HISTORY     - 1961     MONUMENTED       CGS
 CO0778  HISTORY     - 1968     GOOD             NGS
 CO0778  HISTORY     - 19890627 POOR             MSHD
 CO0778
 CO0778                          STATION DESCRIPTION
 CO0778
 CO0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0778'3.3 MI W FROM NEWTON.
 CO0778'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0778'STATION AT NEWTON, THENCE 0.1 MILE NORTH ALONG SCHOOL STREET, THENCE
 CO0778'1.25 MILES WEST ALONG WEST CHURCH STREET WHICH IS U.S. HIGHWAY 80
 CO0778'BUSINESS ROUTE, THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 80, 50 FEET
 CO0778'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 78 FEET SOUTHEAST OF THE
 CO0778'JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 46 FEET EAST OF THE
 CO0778'CENTERLINE OF THE ROAD, 33 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 CO0778'ILLINOIS CENTRAL RAILROAD, 16 1/2 FEET SOUTHWEST OF TELEPHONE POLE
 CO0778'NUMBER 1298, 1.5 FEET SOUTH OF A METAL WITNESS POST, 3 FEET BELOW THE
 CO0778'LEVEL OF THE HIGHWAY, 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 CO0778'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE
 CO0778'GROUND.  SEC, T 6N, R 11E.
 CO0778
 CO0778                          STATION RECOVERY (1989)
 CO0778
 CO0778'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0778'MARK WAS VISITED AND WAS FOUND TO BE LEANING ABOUT 10 DEGREES, THE
 CO0778'MARK SHOULD BE USED WITH CAUTION.  MARK IS LOCATED 4.8 KM (3.00 MI)
 CO0778'WEST OF NEWTON IN THE SOUTHEAST ANGLE OF A CROSSROAD, 2.01 KM
 CO0778'(1.25 MI) EAST OF THE COMMUNITY OF LAWRENCE IN THE NE 1/4 OF THE NW
 CO0778'1/4 OF SECTION 31, T6N, R11E.  TO REACH FROM THE JUNCTION OF U.S. HWY.
 CO0778'80 AND STATE HWY. 505 IN LAWRENCE GO EAST ON U.S. HWY. 80 FOR 2.17 KM
 CO0778'(1.35 MI) TO A CROSSROAD AND THE MARK ON THE RIGHT.  MARK IS A
 CO0778'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CO0778'GROUND.  IT IS 30.48 M (100.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 CO0778'A SMALL METAL BUILDING, 50.09 M (164.3 FT) SOUTH OF THE CENTER OF U.S.
 CO0778'HWY 80, 14.63 M (48.0 FT) NORTH OF THE RAILROAD SIGNAL LIGHT, 14.33 M
 CO0778'(47.0 FT) EAST OF THE CENTER OF A PAVED ROAD, 10.21 M (33.5 FT) NORTH
 CO0778'OF THE NORTH RAIL AND IS ABOUT 1.52 M (5.0 FT) BELOW THE LEVEL OF THE
 CO0778'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0962 ***********************************************************************
 BH0962  DESIGNATION -  A 215
 BH0962  PID         -  BH0962
 BH0962  STATE/COUNTY-  MS/HANCOCK
 BH0962  USGS QUAD   -  WAVELAND (1976)
 BH0962
 BH0962                         *CURRENT SURVEY CONTROL
 BH0962  ___________________________________________________________________
 BH0962* NAD 83(1986)-  30 17 59.     (N)    089 23 49.     (W)     SCALED    
 BH0962* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 BH0962  ___________________________________________________________________
 BH0962  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BH0962  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH0962
 BH0962.The horizontal coordinates were scaled from a topographic map and have
 BH0962.an estimated accuracy of +/- 6 seconds.
 BH0962
 BH0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0962.The vertical order pertains to the NGVD 29 superseded value.
 BH0962
 BH0962.The geoid height was determined by GEOID03.
 BH0962
 BH0962;                    North         East    Units  Estimated Accuracy
 BH0962;SPC MS E     -    88,780.      245,790.      MT  (+/- 180 meters Scaled)
 BH0962
 BH0962                          SUPERSEDED SURVEY CONTROL
 BH0962
 BH0962  NGVD 29 (??/??/??)    4.413  (m)           14.48   (f) ADJUSTED    1 1
 BH0962
 BH0962.Superseded values are not recommended for survey control.
 BH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0962.See file dsdata.txt to determine how the superseded data were derived.
 BH0962
 BH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU694544(NAD 83)
 BH0962_MARKER: DB = BENCH MARK DISK
 BH0962_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0962_SP_SET: 88 FEET
 BH0962_STAMPING: A 215 1963
 BH0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0962
 BH0962  HISTORY     - Date     Condition        Report By
 BH0962  HISTORY     - 1963     MONUMENTED       CGS
 BH0962  HISTORY     - 1972     GOOD             MSHD
 BH0962  HISTORY     - 1974     MARK NOT FOUND   NGS
 BH0962  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH0962
 BH0962                          STATION DESCRIPTION
 BH0962
 BH0962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0962'3.8 MI WSW FROM BAY ST  LOUIS.
 BH0962'THE MARK IS LOCATED 3.8 MILES WEST-SOUTHWEST OF BAY ST. LOUIS IN THE
 BH0962'SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 90 AND WAVELAND
 BH0962'AVENUE.  IT IS 80 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF
 BH0962'U.S. HIGHWAY 90, 57 FEET SOUTH OF THE SOUTH CURB, 216 FEET EAST OF THE
 BH0962'CENTER OF A BLACK TOP ROAD LEADING SOUTH, 43.5 FEET SOUTH OF POLE NO.
 BH0962'16, 2 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET WEST OF A
 BH0962'FENCE, 2 FEET SOUTH OF A METAL WITNESS POST AND IS A DISK ON TOP OF A
 BH0962'COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 88 FEET PROJECTING 1
 BH0962'INCHE PROTECTED  BY A 4 INCH TILE WHICH PROJECTS 2 INCHES.  TO REACH
 BH0962'FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO
 BH0962'WEST ON U.S. HIGHWAY 90 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 BH0962'603 AND 43.  CONTINUE WEST ON U.S. HIGHWAY 90 FOR 1.25 MILES TO THE
 BH0962'MARK ON THE LEFT.
 BH0962
 BH0962                          STATION RECOVERY (1974)
 BH0962
 BH0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0962'MARK NOT FOUND.
 BH0962
 BH0962                          STATION RECOVERY (1976)
 BH0962
 BH0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0962'NOT RECOVERED, PROBABLY DESTROYED A TGY STORE HAS BEEN BUILT IN
 BH0962'THE LOCATION OF THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0963 ***********************************************************************
 BH0963  DESIGNATION -  A 215 RESET
 BH0963  PID         -  BH0963
 BH0963  STATE/COUNTY-  MS/HANCOCK
 BH0963  USGS QUAD   -  WAVELAND (1976)
 BH0963
 BH0963                         *CURRENT SURVEY CONTROL
 BH0963  ___________________________________________________________________
 BH0963* NAD 83(1986)-  30 17 59.     (N)    089 23 50.     (W)     SCALED    
 BH0963* NAVD 88     -         4.146  (meters)      13.60   (feet)  ADJUSTED  
 BH0963  ___________________________________________________________________
 BH0963  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BH0963  DYNAMIC HT  -           4.141 (meters)      13.59  (feet)  COMP
 BH0963  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BH0963
 BH0963  VERT ORDER  -  FIRST     CLASS I
 BH0963
 BH0963.The horizontal coordinates were scaled from a topographic map and have
 BH0963.an estimated accuracy of +/- 6 seconds.
 BH0963
 BH0963.The orthometric height was determined by differential leveling
 BH0963.and adjusted in February 1994.
 BH0963
 BH0963.The geoid height was determined by GEOID03.
 BH0963
 BH0963.The dynamic height is computed by dividing the NAVD 88
 BH0963.geopotential number by the normal gravity value computed on the
 BH0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0963.degrees latitude (g = 980.6199 gals.).
 BH0963
 BH0963.The modeled gravity was interpolated from observed gravity values.
 BH0963
 BH0963;                    North         East    Units  Estimated Accuracy
 BH0963;SPC MS E     -    88,780.      245,760.      MT  (+/- 180 meters Scaled)
 BH0963
 BH0963                          SUPERSEDED SURVEY CONTROL
 BH0963
 BH0963  NAVD 88 (06/15/91)    4.146  (m)           13.60   (f) UNKNOWN     1 1
 BH0963  NGVD 29 (??/??/??)    4.102  (m)           13.46   (f) ADJUSTED    1 1
 BH0963
 BH0963.Superseded values are not recommended for survey control.
 BH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0963.See file dsdata.txt to determine how the superseded data were derived.
 BH0963
 BH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU694544(NAD 83)
 BH0963_MARKER: DV = VERTICAL CONTROL DISK
 BH0963_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH0963+WITH SETTING: INFORMATION.
 BH0963_SP_SET: METAL ROD DRIVEN INTO GROUND
 BH0963_STAMPING: A 215 RESET 1973
 BH0963_MARK LOGO: NGS   
 BH0963_MAGNETIC: I = MARKER IS A STEEL ROD
 BH0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0963+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 BH0963
 BH0963  HISTORY     - Date     Condition        Report By
 BH0963  HISTORY     - 1973     MONUMENTED       NGS
 BH0963  HISTORY     - 1976     GOOD             NGS
 BH0963  HISTORY     - 19880827 GOOD             USPSQD
 BH0963  HISTORY     - 19930315 GOOD             NGS
 BH0963  HISTORY     - 20050705 GOOD             NGS
 BH0963
 BH0963                          STATION DESCRIPTION
 BH0963
 BH0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BH0963'4.2 MI W FROM BAY ST  LOUIS.
 BH0963'LOCATED ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END
 BH0963'OF THE BRIDGE OVER ST LOUIS BAY AT BAY ST. LOUIS, 1.2 MILES WEST OF
 BH0963'THE JUNCTION WITH STATE HIGHWAY 603 AND AT THE INTERSECTION OF U.S.
 BH0963'HIGHWAY 90 AND WAVELAND AVE.  IT IS 54 FEET EAST OF THE CENTERLINE OF
 BH0963'WAVELAND AVE LEADING NORTH, 7 FEET WEST OF THE PROJECTED CENTERLINE OF
 BH0963'WAVELAND AVE LEADING SOUTH, 45 FEET NORTH OF THE WEST BOUND LANE OF
 BH0963'U.S. HIGHWAY 90, 1.5 FEET EAST OF A POWER POLE, 1.0 FEET WEST OF A
 BH0963'METAL WITNESS POST AND 34 FEET EAST OF THE PROJECTED PLANE OF THE
 BH0963'SIDELINE CLUB A BRICK BUILDING NORTH OF THE HIGHWAY.  IT IS A SHORT
 BH0963'TYPE ROD MARK FLUSH WITH THE GROUND.  NOTE-- THE DISK FOR A 215 1963
 BH0963'WAS RECLAIMED AFTER A NEW MARK WAS ESTABLISHED.
 BH0963
 BH0963                          STATION RECOVERY (1976)
 BH0963
 BH0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0963'RECOVERED IN GOOD CONDITION.
 BH0963
 BH0963                          STATION RECOVERY (1988)
 BH0963
 BH0963'RECOVERY NOTE BY US POWER SQUADRON 1988 (WE)
 BH0963'RECOVERED IN GOOD CONDITION.
 BH0963
 BH0963                          STATION RECOVERY (1993)
 BH0963
 BH0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0963'2.0 KM (1.25 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH0963'STATE HIGHWAY 43 IN WAVELAND, 20.7 M (67.9 FT) EAST OF THE CENTERLINE
 BH0963'OF WAVELAND AVENUE, 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF THE
 BH0963'WESTBOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT) WEST OF THE SUPPORT
 BH0963'POST OF A SIGN (TRAPANIS KNOCK KNOCK BAR), 0.4 M (1.3 FT) NORTHEAST
 BH0963'OF A WITNESS POST AND A UTILITY LIGHT POLE, AND 0.3 M (1.0 FT) BELOW
 BH0963'THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 3-INCH
 BH0963'METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 BH0963'UNKNOWN.
 BH0963
 BH0963                          STATION RECOVERY (2005)
 BH0963
 BH0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0963'14.0 FT NW OF METAL POLE SUPPORTING TRAFFIC SIGNALS.  13 FT NE OF NEW
 BH0963'JUNCTION UTILITY POLE W/LIGHTS AND 4 GUYS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0730 ***********************************************************************
 EG0730  DESIGNATION -  A 216 USE
 EG0730  PID         -  EG0730
 EG0730  STATE/COUNTY-  MS/LEE
 EG0730  USGS QUAD   -  VERONA (1986)
 EG0730
 EG0730                         *CURRENT SURVEY CONTROL
 EG0730  ___________________________________________________________________
 EG0730* NAD 83(1986)-  34 09 39.     (N)    088 39 13.     (W)     SCALED    
 EG0730* NAVD 88     -        73.764  (meters)     242.01   (feet)  ADJUSTED  
 EG0730  ___________________________________________________________________
 EG0730  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0730  DYNAMIC HT  -          73.690 (meters)     241.76  (feet)  COMP
 EG0730  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 EG0730
 EG0730  VERT ORDER  -  SECOND    CLASS 0
 EG0730
 EG0730.The horizontal coordinates were scaled from a topographic map and have
 EG0730.an estimated accuracy of +/- 6 seconds.
 EG0730
 EG0730.The orthometric height was determined by differential leveling
 EG0730.and adjusted in June 1991.
 EG0730
 EG0730.The geoid height was determined by GEOID03.
 EG0730
 EG0730.The dynamic height is computed by dividing the NAVD 88
 EG0730.geopotential number by the normal gravity value computed on the
 EG0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0730.degrees latitude (g = 980.6199 gals.).
 EG0730
 EG0730.The modeled gravity was interpolated from observed gravity values.
 EG0730
 EG0730;                    North         East    Units  Estimated Accuracy
 EG0730;SPC MS E     -   516,800.      316,570.      MT  (+/- 180 meters Scaled)
 EG0730
 EG0730                          SUPERSEDED SURVEY CONTROL
 EG0730
 EG0730  NGVD 29 (??/??/92)   73.710  (m)          241.83   (f) ADJ UNCH    2 0
 EG0730
 EG0730.Superseded values are not recommended for survey control.
 EG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0730.See file dsdata.txt to determine how the superseded data were derived.
 EG0730
 EG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC475812(NAD 83)
 EG0730_MARKER: DD = SURVEY DISK
 EG0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0730_STAMPING: TRA. STA. A-216
 EG0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0730+STABILITY: SURFACE MOTION
 EG0730
 EG0730  HISTORY     - Date     Condition        Report By
 EG0730  HISTORY     - UNK      MONUMENTED       DOD
 EG0730  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0730  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0730
 EG0730                          STATION DESCRIPTION
 EG0730
 EG0730'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0730'6.7 MI N FROM NETTLETON.
 EG0730'ABOUT 6.5 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT
 EG0730'NETTLETON, THENCE WEST 0.2 MILE ALONG A GRAVEL ROAD LEADING TO BROWER,
 EG0730'TO ITS INTERSECTION WITH THE ST. LOUIS - SAN FRANCISCO RAILROAD TRACK,
 EG0730'4 FEET NORTHWEST OF MILE POLE 595-10, 14.5 FEET SOUTH OF THE
 EG0730'CENTERLINE OF THE ROAD, 29.5 FEET EAST OF AND ABOUT 5 FEET LOWER THAN
 EG0730'THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 EG0730'POST.  A USE BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING
 EG0730'6 INCHES ABOVE THE GROUND.
 EG0730
 EG0730                          STATION RECOVERY (1964)
 EG0730
 EG0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0501 ***********************************************************************
 BW0501  DESIGNATION -  A 22
 BW0501  PID         -  BW0501
 BW0501  STATE/COUNTY-  MS/LINCOLN
 BW0501  USGS QUAD   -  ZETUS (1972)
 BW0501
 BW0501                         *CURRENT SURVEY CONTROL
 BW0501  ___________________________________________________________________
 BW0501* NAD 83(1986)-  31 33 47.     (N)    090 33 11.     (W)     SCALED    
 BW0501* NAVD 88     -       136.85   (+/-2cm)     449.0    (feet)  VERTCON   
 BW0501  ___________________________________________________________________
 BW0501  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0501
 BW0501.The horizontal coordinates were scaled from a topographic map and have
 BW0501.an estimated accuracy of +/- 6 seconds.
 BW0501
 BW0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0501.The vertical order pertains to the NGVD 29 superseded value.
 BW0501
 BW0501.The geoid height was determined by GEOID03.
 BW0501
 BW0501;                    North         East    Units  Estimated Accuracy
 BW0501;SPC MS W     -   228,720.      679,140.      MT  (+/- 180 meters Scaled)
 BW0501
 BW0501                          SUPERSEDED SURVEY CONTROL
 BW0501
 BW0501  NGVD 29 (??/??/92)  136.85   (m)          449.0    (f) COMPUTED    2 0
 BW0501
 BW0501.Superseded values are not recommended for survey control.
 BW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0501.See file dsdata.txt to determine how the superseded data were derived.
 BW0501
 BW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ322946(NAD 83)
 BW0501_MARKER: DB = BENCH MARK DISK
 BW0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0501_SP_SET: FOUNDATION
 BW0501_STAMPING: A-22 1934
 BW0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0501
 BW0501  HISTORY     - Date     Condition        Report By
 BW0501  HISTORY     - 1934     MONUMENTED       CGS
 BW0501
 BW0501                          STATION DESCRIPTION
 BW0501
 BW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BW0501'8.1 MI E FROM LUCIEN.
 BW0501'8.1 MILES EAST OF DEPOT AT LUCIEN ALONG MISS. CENTRAL R R. AT OVERHEAD
 BW0501'BRIDGE NO. 91.7.  SET VERTICALLY IN WEST CONCRETE FOUNDATION ON NORTH
 BW0501'SIDE OF TRACK, 3 FEET HIGH ON SIDE FACING TRACK AND 8 FEET FROM
 BW0501'CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0785 ***********************************************************************
 CO0785  DESIGNATION -  A 223
 CO0785  PID         -  CO0785
 CO0785  STATE/COUNTY-  MS/NEWTON
 CO0785  USGS QUAD   -  NEWTON (1982)
 CO0785
 CO0785                         *CURRENT SURVEY CONTROL
 CO0785  ___________________________________________________________________
 CO0785* NAD 83(1986)-  32 19 13.     (N)    089 09 43.     (W)     SCALED    
 CO0785* NAVD 88     -       126.385  (meters)     414.65   (feet)  ADJUSTED  
 CO0785  ___________________________________________________________________
 CO0785  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CO0785  DYNAMIC HT  -         126.237 (meters)     414.16  (feet)  COMP
 CO0785  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 CO0785
 CO0785  VERT ORDER  -  FIRST     CLASS I
 CO0785
 CO0785.The horizontal coordinates were scaled from a topographic map and have
 CO0785.an estimated accuracy of +/- 6 seconds.
 CO0785
 CO0785.The orthometric height was determined by differential leveling
 CO0785.and adjusted in June 1991.
 CO0785
 CO0785.The geoid height was determined by GEOID03.
 CO0785
 CO0785.The dynamic height is computed by dividing the NAVD 88
 CO0785.geopotential number by the normal gravity value computed on the
 CO0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0785.degrees latitude (g = 980.6199 gals.).
 CO0785
 CO0785.The modeled gravity was interpolated from observed gravity values.
 CO0785
 CO0785;                    North         East    Units  Estimated Accuracy
 CO0785;SPC MS E     -   312,710.      269,060.      MT  (+/- 180 meters Scaled)
 CO0785
 CO0785                          SUPERSEDED SURVEY CONTROL
 CO0785
 CO0785  NGVD 29 (??/??/??)  126.378  (m)          414.63   (f) ADJUSTED    1 1
 CO0785
 CO0785.Superseded values are not recommended for survey control.
 CO0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0785.See file dsdata.txt to determine how the superseded data were derived.
 CO0785
 CO0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA964779(NAD 83)
 CO0785_MARKER: DB = BENCH MARK DISK
 CO0785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO0785_SP_SET: COPPER-CLAD STEEL ROD
 CO0785_STAMPING: A 223 1968
 CO0785_MARK LOGO: CGS   
 CO0785_MAGNETIC: I = MARKER IS A STEEL ROD
 CO0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0785+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 CO0785
 CO0785  HISTORY     - Date     Condition        Report By
 CO0785  HISTORY     - 1968     MONUMENTED       CGS
 CO0785  HISTORY     - 19890808 SEE DESCRIPTION  MSHD
 CO0785
 CO0785                          STATION DESCRIPTION
 CO0785
 CO0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0785'IN NEWTON.
 CO0785'AT NEWTON, ALONG THE ILLINOIS CENTRAL RAILROAD, 10 1/2 RAILS EAST OF
 CO0785'THE EAST END OF THE RAILROAD STATION, 32 1/2 FEET SOUTH OF THE SOUTH
 CO0785'RAIL OF THE MAIN TRACK, 49 FEET SOUTHEAST OF THE CENTER OF A CROSSING
 CO0785'OF THE RAILROAD AND ADAMS STREET, 18 1/2 FEET SOUTH OF THE SOUTH RAIL
 CO0785'OF A SIDETRACK, 25 FEET NORTH OF THE CENTERLINE OF RAILROAD AVENUE, 32
 CO0785'FEET EAST OF THE CENTERLINE OF ADAMS STREET, 82 FEET NORTH AND ACROSS
 CO0785'RAILROAD AVENUE FROM THE NORTHWEST CORNER OF FRAME HOUSE NUMBER 101,
 CO0785'13 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A METAL WITNESS
 CO0785'POST, ABOUT 1 FOOT BELOW THE LEVEL OF RAILROAD AVENUE, ABOUT LEVEL
 CO0785'WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CO0785'DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 CO0785'WHICH PROJECTS 5 INCHES.
 CO0785
 CO0785                          STATION RECOVERY (1989)
 CO0785
 CO0785'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0785'THE ROD WAS FOUND BENT OVER WITH THE DISK MISSING.  THE MARK SHOULD BE
 CO0785'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0748 ***********************************************************************
 CO0748  DESIGNATION -  A 224
 CO0748  PID         -  CO0748
 CO0748  STATE/COUNTY-  MS/SCOTT
 CO0748  USGS QUAD   -  FOREST (1982)
 CO0748
 CO0748                         *CURRENT SURVEY CONTROL
 CO0748  ___________________________________________________________________
 CO0748* NAD 83(1986)-  32 21 15.     (N)    089 28 56.     (W)     SCALED    
 CO0748* NAVD 88     -       145.177  (meters)     476.30   (feet)  ADJUSTED  
 CO0748  ___________________________________________________________________
 CO0748  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO0748  DYNAMIC HT  -         145.007 (meters)     475.74  (feet)  COMP
 CO0748  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 CO0748
 CO0748  VERT ORDER  -  FIRST     CLASS I
 CO0748
 CO0748.The horizontal coordinates were scaled from a topographic map and have
 CO0748.an estimated accuracy of +/- 6 seconds.
 CO0748
 CO0748.The orthometric height was determined by differential leveling
 CO0748.and adjusted in June 1991.
 CO0748
 CO0748.The geoid height was determined by GEOID03.
 CO0748
 CO0748.The dynamic height is computed by dividing the NAVD 88
 CO0748.geopotential number by the normal gravity value computed on the
 CO0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0748.degrees latitude (g = 980.6199 gals.).
 CO0748
 CO0748.The modeled gravity was interpolated from observed gravity values.
 CO0748
 CO0748;                    North         East    Units  Estimated Accuracy
 CO0748;SPC MS E     -   316,610.      238,920.      MT  (+/- 180 meters Scaled)
 CO0748
 CO0748                          SUPERSEDED SURVEY CONTROL
 CO0748
 CO0748  NGVD 29 (??/??/??)  145.172  (m)          476.29   (f) ADJUSTED    1 1
 CO0748
 CO0748.Superseded values are not recommended for survey control.
 CO0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0748.See file dsdata.txt to determine how the superseded data were derived.
 CO0748
 CO0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA664824(NAD 83)
 CO0748_MARKER: DB = BENCH MARK DISK
 CO0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0748_SP_SET: CULVERT
 CO0748_STAMPING: A 224 1968
 CO0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0748
 CO0748  HISTORY     - Date     Condition        Report By
 CO0748  HISTORY     - 1968     MONUMENTED       CGS
 CO0748  HISTORY     - 1981     MARK NOT FOUND   USGS
 CO0748
 CO0748                          STATION DESCRIPTION
 CO0748
 CO0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0748'0.95 MI SW FROM FOREST.
 CO0748'ABOUT 0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE SCOTT COUNTY
 CO0748'COURTHOUSE AT FOREST, THENCE 0.35 MILE WEST ALONG THE ILLINOIS CENTRAL
 CO0748'RAILROAD, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 35, 27 FEET EAST
 CO0748'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 CO0748'THE EAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 CO0748'HIGHWAY, 104 FEET SOUTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD, 89
 CO0748'1/2 FEET SOUTH OF A POLE WHICH BEARS A STREET LIGHT, 51 1/2 FEET
 CO0748'NORTHWEST OF A POWER POLE AND UNDERGROUND TELEPHONE CABLE MARKER POST
 CO0748'NUMBER 172-E, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CO0748
 CO0748                          STATION RECOVERY (1981)
 CO0748
 CO0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CO0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0300 ***********************************************************************
 CP0300  DESIGNATION -  A 225
 CP0300  PID         -  CP0300
 CP0300  STATE/COUNTY-  MS/HINDS
 CP0300  USGS QUAD   -  RAYMOND (1980)
 CP0300
 CP0300                         *CURRENT SURVEY CONTROL
 CP0300  ___________________________________________________________________
 CP0300* NAD 83(1986)-  32 20 59.     (N)    090 23 13.     (W)     SCALED    
 CP0300* NAVD 88     -        85.157  (meters)     279.39   (feet)  ADJUSTED  
 CP0300  ___________________________________________________________________
 CP0300  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP0300  DYNAMIC HT  -          85.058 (meters)     279.06  (feet)  COMP
 CP0300  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CP0300
 CP0300  VERT ORDER  -  FIRST     CLASS I
 CP0300
 CP0300.The horizontal coordinates were scaled from a topographic map and have
 CP0300.an estimated accuracy of +/- 6 seconds.
 CP0300
 CP0300.The orthometric height was determined by differential leveling
 CP0300.and adjusted in June 1991.
 CP0300
 CP0300.The geoid height was determined by GEOID03.
 CP0300
 CP0300.The dynamic height is computed by dividing the NAVD 88
 CP0300.geopotential number by the normal gravity value computed on the
 CP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0300.degrees latitude (g = 980.6199 gals.).
 CP0300
 CP0300.The modeled gravity was interpolated from observed gravity values.
 CP0300
 CP0300;                    North         East    Units  Estimated Accuracy
 CP0300;SPC MS W     -   315,930.      694,950.      MT  (+/- 180 meters Scaled)
 CP0300
 CP0300                          SUPERSEDED SURVEY CONTROL
 CP0300
 CP0300  NGVD 29 (??/??/??)   85.171  (m)          279.43   (f) ADJUSTED    1 1
 CP0300
 CP0300.Superseded values are not recommended for survey control.
 CP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0300.See file dsdata.txt to determine how the superseded data were derived.
 CP0300
 CP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR459822(NAD 83)
 CP0300_MARKER: DB = BENCH MARK DISK
 CP0300_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0300_SP_SET: 40 FT.
 CP0300_STAMPING: A 225 1968
 CP0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0300
 CP0300  HISTORY     - Date     Condition        Report By
 CP0300  HISTORY     - 1968     MONUMENTED       CGS
 CP0300  HISTORY     - 1977     GOOD             MSHD
 CP0300  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0300
 CP0300                          STATION DESCRIPTION
 CP0300
 CP0300'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0300'3.4 MI NW FROM CLINTON.
 CP0300'THE MARK IS LOCATED 3.4 MILES NORTHWEST OF CLINTON ON THE NORTH RIGHT
 CP0300'OF WAY OF THE FRONTAGE ROAD ON THE SOUTH SIDE OF I-20, 4.2 MILES EAST
 CP0300'OF BOLTON, 0.5 MILE EAST OF AN OVERPASS WHERE NORRELL ROAD PASSES
 CP0300'UNDER THE INTERSTATE, 1.35 MILES WEST OF THE JACKSON INTERNATIONAL
 CP0300'SPEEDWAY AND IN THE SOUTHEAST 1/4 OF SECTION 22, T 6N, R 2W.  IT IS
 CP0300'616 FEET EAST OF MILEPOST 32, 592 FEET WEST OF A POWER POLE WITH GUY
 CP0300'WIRES, 87.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF I-20,
 CP0300'33.5 FEET NORTH OF THE CENTER OF THE FRONTAGE ROAD, 7 FEET SOUTH OF A
 CP0300'RIGHT OF WAY FENCE, 5 FEET NORTH OF AN 18 INCH SYCAMORE STUMP
 CP0300'PROJECTING 9 FEET AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A
 CP0300'DISK CRIMPED ON TOP OF A 5/8 INCH COPPER COATED STEEL ROD THAT IS
 CP0300'DRIVEN TO A DEPTH OF 40 FEET AND ENCASED IN A 6 INCH CAST IRON PIPE
 CP0300'WHICH PROJECTS 1 INCH AND IS ABOUT 7 FEET BELOW THE INTERSTATE. NOTE--
 CP0300'TO REACH FROM THE U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE
 CP0300'STREET FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET AND THE
 CP0300'NORTH ENTRANCE TO MISSISSIPPI COLLEGE.  TURN RIGHT AND GO WEST ON
 CP0300'COLLEGE STREET FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 CP0300'ON RAYMOND CLINTON ROAD FOR 0.3 MILE TO THE JUNCTION OF A FRONTAGE
 CP0300'ROAD ON THE SOUTH SIDE OF I-20.
 CP0300
 CP0300                          STATION RECOVERY (1992)
 CP0300
 CP0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0300'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0699 ***********************************************************************
 EH0699  DESIGNATION -  A 227
 EH0699  PID         -  EH0699
 EH0699  STATE/COUNTY-  MS/COAHOMA
 EH0699  USGS QUAD   -  MOON LAKE (1964)
 EH0699
 EH0699                         *CURRENT SURVEY CONTROL
 EH0699  ___________________________________________________________________
 EH0699* NAD 83(1986)-  34 29 27.     (N)    090 33 47.     (W)     SCALED    
 EH0699* NAVD 88     -        62.879  (meters)     206.30   (feet)  ADJUSTED  
 EH0699  ___________________________________________________________________
 EH0699  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0699  DYNAMIC HT  -          62.818 (meters)     206.10  (feet)  COMP
 EH0699  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH0699
 EH0699  VERT ORDER  -  FIRST     CLASS II
 EH0699
 EH0699.The horizontal coordinates were scaled from a topographic map and have
 EH0699.an estimated accuracy of +/- 6 seconds.
 EH0699
 EH0699.The orthometric height was determined by differential leveling
 EH0699.and adjusted in June 1991.
 EH0699
 EH0699.The geoid height was determined by GEOID03.
 EH0699
 EH0699.The dynamic height is computed by dividing the NAVD 88
 EH0699.geopotential number by the normal gravity value computed on the
 EH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0699.degrees latitude (g = 980.6199 gals.).
 EH0699
 EH0699.The modeled gravity was interpolated from observed gravity values.
 EH0699
 EH0699;                    North         East    Units  Estimated Accuracy
 EH0699;SPC MS W     -   553,420.      678,900.      MT  (+/- 180 meters Scaled)
 EH0699
 EH0699                          SUPERSEDED SURVEY CONTROL
 EH0699
 EH0699  NGVD 29 (??/??/??)   62.918  (m)          206.42   (f) ADJUSTED    1 2
 EH0699
 EH0699.Superseded values are not recommended for survey control.
 EH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0699.See file dsdata.txt to determine how the superseded data were derived.
 EH0699
 EH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU237192(NAD 83)
 EH0699_MARKER: DB = BENCH MARK DISK
 EH0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0699_SP_SET: ABUTMENT
 EH0699_STAMPING: A 227 1976
 EH0699_MARK LOGO: NGS   
 EH0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0699+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0699
 EH0699  HISTORY     - Date     Condition        Report By
 EH0699  HISTORY     - 1976     MONUMENTED       NGS
 EH0699  HISTORY     - 1983     GOOD             NGS
 EH0699  HISTORY     - 1985     GOOD             NGS
 EH0699  HISTORY     - 20030611 GOOD             USACE
 EH0699  HISTORY     - 20080130 GOOD             MSDOT
 EH0699
 EH0699                          STATION DESCRIPTION
 EH0699
 EH0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0699'5.1 MI NW FROM LULA.
 EH0699'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH SCHOOL AT
 EH0699'LULA, 1.1 MILES WEST OF THE LULA MISSISSIPPI WEIGHT STATION, 1 MILE
 EH0699'EAST OF THE EAST END OF THE HELENA BRIDGE OVER THE MISSISSIPPI RIVER,
 EH0699'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF
 EH0699'THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE.  ABOUT LEVEL WITH
 EH0699'HIGHWAY.
 EH0699
 EH0699                          STATION RECOVERY (1983)
 EH0699
 EH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0699'RECOVERED IN GOOD CONDITION.
 EH0699
 EH0699                          STATION RECOVERY (1985)
 EH0699
 EH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0699'RECOVERED IN GOOD CONDITION.
 EH0699
 EH0699                          STATION RECOVERY (2003)
 EH0699
 EH0699'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0699'RECOVERED IN GOOD CONDITION.
 EH0699
 EH0699                          STATION RECOVERY (2008)
 EH0699
 EH0699'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0968 ***********************************************************************
 BV0968  DESIGNATION -  A 23
 BV0968  PID         -  BV0968
 BV0968  STATE/COUNTY-  MS/COVINGTON
 BV0968  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0968
 BV0968                         *CURRENT SURVEY CONTROL
 BV0968  ___________________________________________________________________
 BV0968* NAD 83(1986)-  31 45 31.     (N)    089 39 06.     (W)     SCALED    
 BV0968* NAVD 88     -        99.276  (meters)     325.71   (feet)  ADJUSTED  
 BV0968  ___________________________________________________________________
 BV0968  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV0968  DYNAMIC HT  -          99.158 (meters)     325.32  (feet)  COMP
 BV0968  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BV0968
 BV0968  VERT ORDER  -  SECOND    CLASS 0
 BV0968
 BV0968.The horizontal coordinates were scaled from a topographic map and have
 BV0968.an estimated accuracy of +/- 6 seconds.
 BV0968
 BV0968.The orthometric height was determined by differential leveling
 BV0968.and adjusted in May 1996.
 BV0968
 BV0968.The geoid height was determined by GEOID03.
 BV0968
 BV0968.The dynamic height is computed by dividing the NAVD 88
 BV0968.geopotential number by the normal gravity value computed on the
 BV0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0968.degrees latitude (g = 980.6199 gals.).
 BV0968
 BV0968.The modeled gravity was interpolated from observed gravity values.
 BV0968
 BV0968;                    North         East    Units  Estimated Accuracy
 BV0968;SPC MS E     -   250,680.      222,470.      MT  (+/- 180 meters Scaled)
 BV0968
 BV0968                          SUPERSEDED SURVEY CONTROL
 BV0968
 BV0968  NGVD 29 (??/??/92)   99.292  (m)          325.76   (f) ADJ UNCH    2 0
 BV0968
 BV0968.Superseded values are not recommended for survey control.
 BV0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0968.See file dsdata.txt to determine how the superseded data were derived.
 BV0968
 BV0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA488167(NAD 83)
 BV0968_MARKER: DB = BENCH MARK DISK
 BV0968_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV0968_SP_SET: BRIDGE ABUTMENT
 BV0968_STAMPING: A 23 1934 325.761
 BV0968_MARK LOGO: CGS   
 BV0968_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0968+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 BV0968
 BV0968  HISTORY     - Date     Condition        Report By
 BV0968  HISTORY     - 1934     MONUMENTED       CGS
 BV0968  HISTORY     - 1966     GOOD             MSHD
 BV0968  HISTORY     - 19890627 GOOD             MSHD
 BV0968
 BV0968                          STATION DESCRIPTION
 BV0968
 BV0968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0968'0.2 MI SE FROM MOUNT OLIVE.
 BV0968'TO REACH FROM THE U.S. POST OFFICE ON 5TH STREET IN MOUNT OLIVE GO
 BV0968'NORTH FOR 0.05 MILES TO HIGHWAY 49, TURN RIGHT AND GO 0.3 MILES TO THE
 BV0968'FIRST BRIDGE SOUTH OF MOUNT OLIVE AND THE MARK AS DESCRIBED.  IT IS 15
 BV0968'FEET EAST OF CENTER OF HIGHWAY 49 IN THE SOUTHEAST ABUTMENT OF THE
 BV0968'BRIDGE.
 BV0968
 BV0968                          STATION RECOVERY (1989)
 BV0968
 BV0968'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0968'MARK IS LOCATED 0.25 MI (0.40 KM) SOUTHEAST OF THE CENTER OF MOUNT
 BV0968'OLIVE, IN A CONCRETE BRIDGE ON OLD HIGHWAY 49 AND IS IN SECTION 7, T
 BV0968'9N, R 16W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 35 AND U.S.
 BV0968'HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO NORTHEAST ON STATE
 BV0968'HIGHWAY 35 FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF OLD HIGHWAY 49,
 BV0968'TURN LEFT AND GO NORTHWEST ON THE OLD HIGHWAY FOR 0.55 MI (0.89 KM)
 BV0968'TO THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN A DRILL
 BV0968'HOLE IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE
 BV0968'BRIDGE, 98.5 FT (30.0 M) SOUTHWEST OF THE SOUTHWEST RAIL, 15 FT (4.6
 BV0968'M) NORTHEAST OF THE CENTER OF OLD HIGHWAY 49 AND IS ABOUT LEVEL WITH
 BV0968'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0220 ***********************************************************************
 BH0220  DESIGNATION -  A 234
 BH0220  PID         -  BH0220
 BH0220  STATE/COUNTY-  MS/JACKSON
 BH0220  USGS QUAD   -  KREOLE (1986)
 BH0220
 BH0220                         *CURRENT SURVEY CONTROL
 BH0220  ___________________________________________________________________
 BH0220* NAD 83(1986)-  30 25 56.     (N)    088 26 27.     (W)     SCALED    
 BH0220* NAVD 88     -         1.763  (meters)       5.78   (feet)  ADJUSTED  
 BH0220  ___________________________________________________________________
 BH0220  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0220  DYNAMIC HT  -           1.760 (meters)       5.77  (feet)  COMP
 BH0220  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 BH0220
 BH0220  VERT ORDER  -  FIRST     CLASS I
 BH0220
 BH0220.The horizontal coordinates were scaled from a topographic map and have
 BH0220.an estimated accuracy of +/- 6 seconds.
 BH0220
 BH0220.The orthometric height was determined by differential leveling
 BH0220.and adjusted in June 1991.
 BH0220
 BH0220.The geoid height was determined by GEOID03.
 BH0220
 BH0220.The dynamic height is computed by dividing the NAVD 88
 BH0220.geopotential number by the normal gravity value computed on the
 BH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0220.degrees latitude (g = 980.6199 gals.).
 BH0220
 BH0220.The modeled gravity was interpolated from observed gravity values.
 BH0220
 BH0220;                    North         East    Units  Estimated Accuracy
 BH0220;SPC MS E     -   103,400.      337,700.      MT  (+/- 180 meters Scaled)
 BH0220
 BH0220                          SUPERSEDED SURVEY CONTROL
 BH0220
 BH0220  NGVD 29 (??/??/??)    1.720  (m)            5.64   (f) ADJUSTED    1 1
 BH0220
 BH0220.Superseded values are not recommended for survey control.
 BH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0220.See file dsdata.txt to determine how the superseded data were derived.
 BH0220
 BH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU616675(NAD 83)
 BH0220_MARKER: DB = BENCH MARK DISK
 BH0220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0220_SP_SET: 72 FEET
 BH0220_STAMPING: A 234 1968
 BH0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0220
 BH0220  HISTORY     - Date     Condition        Report By
 BH0220  HISTORY     - 1968     MONUMENTED       CGS
 BH0220
 BH0220                          STATION DESCRIPTION
 BH0220
 BH0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0220'5.0 MI NE FROM KREOLE.
 BH0220'ABOUT 5.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0220'FROM THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, BETWEEN THE TRACK
 BH0220'AND U.S. HIGHWAY 90, ON THE OUTSIDE OF HIGHWAY CURVE WITH TANGENTS
 BH0220'EXTENDING NORTHEAST AND WEST-SOUTHWEST, 43.6 FEET NORTHWEST OF THE
 BH0220'NORTHWEST RAIL, 113 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BH0220'67 1/2 FEET SOUTHEAST OF THE CENTER OF THE SOUTHEAST END OF A 24-INCH
 BH0220'PIPE CULVERT UNDER THE HIGHWAY, 21 FEET EAST OF POWER LINE POLE S 20
 BH0220'1900, 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 BH0220'THE LEVEL OF THE TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL
 BH0220'ROD DRIVEN TO A DEPTH OF 72 FEET WHICH PROJECTS 0.2 FOOT AND IS
 BH0220'PROTECTED BY A 4-INCH METAL PIPE PROJECTING 0.4 FOOT.  IN SEC. 13, T
 BH0220'7S, R 5W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0980 ***********************************************************************
 BH0980  DESIGNATION -  A 235
 BH0980  PID         -  BH0980
 BH0980  STATE/COUNTY-  MS/HANCOCK
 BH0980  USGS QUAD   -  WAVELAND (1976)
 BH0980
 BH0980                         *CURRENT SURVEY CONTROL
 BH0980  ___________________________________________________________________
 BH0980* NAD 83(1986)-  30 18 02.     (N)    089 28 27.     (W)     SCALED    
 BH0980* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 BH0980  ___________________________________________________________________
 BH0980  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BH0980  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH0980
 BH0980.The horizontal coordinates were scaled from a topographic map and have
 BH0980.an estimated accuracy of +/- 6 seconds.
 BH0980
 BH0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0980.The vertical order pertains to the NGVD 29 superseded value.
 BH0980
 BH0980.The geoid height was determined by GEOID03.
 BH0980
 BH0980;                    North         East    Units  Estimated Accuracy
 BH0980;SPC MS E     -    88,910.      238,360.      MT  (+/- 180 meters Scaled)
 BH0980
 BH0980                          SUPERSEDED SURVEY CONTROL
 BH0980
 BH0980  NGVD 29 (??/??/??)    4.737  (m)           15.54   (f) ADJUSTED    1 1
 BH0980
 BH0980.Superseded values are not recommended for survey control.
 BH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0980.See file dsdata.txt to determine how the superseded data were derived.
 BH0980
 BH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU620546(NAD 83)
 BH0980_MARKER: DB = BENCH MARK DISK
 BH0980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0980_SP_SET: 88 FEET
 BH0980_STAMPING: A 235 1969
 BH0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0980
 BH0980  HISTORY     - Date     Condition        Report By
 BH0980  HISTORY     - 1969     MONUMENTED       CGS
 BH0980  HISTORY     - 1970     GOOD             NGS
 BH0980  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH0980
 BH0980                          STATION DESCRIPTION
 BH0980
 BH0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0980'9.4 MI W FROM BAY ST  LOUIS.
 BH0980'ABOUT 9.4 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE
 BH0980'HIGHWAY BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS, 1.75 MILES EAST OF
 BH0980'THE JUNCTION OF STATE HIGHWAY 607, AT THE JUNCTION OF THE HIGHWAY AND
 BH0980'CYPRESS STREET WHICH LEADS SOUTH, 82 1/2 FEET SOUTH OF THE CENTER LINE
 BH0980'OF THE SOUTH LANES OF THE HIGHWAY, 49.3 FEET EAST AND ACROSS THE
 BH0980'STREET FROM A CONCRETE STREET SIGN POST, 20.2 FEET SOUTH OF THE
 BH0980'SOUTHWEST CORNER OF A 3 1/2- X 3 1/2- X 2-FOOT CATCH BASIN, 24 1/2
 BH0980'FEET EAST OF THE CENTER LINE OF THE STREET, ABOUT 3 FEET BELOW THE
 BH0980'LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE STREET, AND ON THE TOP OF A
 BH0980'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 88 FEET AND IS ENCASED
 BH0980'IN A 4-INCH IRON PIPE WHICH IS 0.5 FOOT BELOW THE SURFACE OF THE
 BH0980'GROUND.  SEC 35, T 8S, R 15W.
 BH0980
 BH0980                          STATION RECOVERY (1976)
 BH0980
 BH0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0980'NOT RECOVERED, EITHER COVERED WITH ROCK OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0205 ***********************************************************************
 CP0205  DESIGNATION -  A 236
 CP0205  PID         -  CP0205
 CP0205  STATE/COUNTY-  MS/COPIAH
 CP0205  USGS QUAD   -  TERRY (1971)
 CP0205
 CP0205                         *CURRENT SURVEY CONTROL
 CP0205  ___________________________________________________________________
 CP0205* NAD 83(1986)-  32 00 29.     (N)    090 20 50.     (W)     SCALED    
 CP0205* NAVD 88     -       133.010  (meters)     436.38   (feet)  ADJUSTED  
 CP0205  ___________________________________________________________________
 CP0205  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP0205  DYNAMIC HT  -         132.852 (meters)     435.87  (feet)  COMP
 CP0205  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 CP0205
 CP0205  VERT ORDER  -  FIRST     CLASS I
 CP0205
 CP0205.The horizontal coordinates were scaled from a topographic map and have
 CP0205.an estimated accuracy of +/- 6 seconds.
 CP0205
 CP0205.The orthometric height was determined by differential leveling
 CP0205.and adjusted in February 1994.
 CP0205
 CP0205.The geoid height was determined by GEOID03.
 CP0205
 CP0205.The dynamic height is computed by dividing the NAVD 88
 CP0205.geopotential number by the normal gravity value computed on the
 CP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0205.degrees latitude (g = 980.6199 gals.).
 CP0205
 CP0205.The modeled gravity was interpolated from observed gravity values.
 CP0205
 CP0205;                    North         East    Units  Estimated Accuracy
 CP0205;SPC MS W     -   278,040.      698,690.      MT  (+/- 180 meters Scaled)
 CP0205
 CP0205                          SUPERSEDED SURVEY CONTROL
 CP0205
 CP0205  NAVD 88 (06/15/91)  133.023  (m)          436.43   (f) UNKNOWN     1 1
 CP0205  NGVD 29 (??/??/??)  133.023  (m)          436.43   (f) ADJUSTED    1 1
 CP0205
 CP0205.Superseded values are not recommended for survey control.
 CP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0205.See file dsdata.txt to determine how the superseded data were derived.
 CP0205
 CP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR505444(NAD 83)
 CP0205_MARKER: DB = BENCH MARK DISK
 CP0205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0205_SP_SET: PIER
 CP0205_STAMPING: A 236 1969
 CP0205_MARK LOGO: CGS   
 CP0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0205+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 CP0205
 CP0205  HISTORY     - Date     Condition        Report By
 CP0205  HISTORY     - 1969     MONUMENTED       CGS
 CP0205  HISTORY     - 19920720 GOOD             NGS
 CP0205
 CP0205                          STATION DESCRIPTION
 CP0205
 CP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CP0205'1.55 MI N FROM CRYSTAL SPRINGS.
 CP0205'ABOUT 1.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0205'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, 0.2 MILE NORTH OF
 CP0205'MILEPOST 752, AT STATE HIGHWAY 27 OVERPASS OVER THE TRACK, SET
 CP0205'VERTICALLY IN THE WEST FACE OF THE SOUTH ONE OF TWO CONCRETE PIERS
 CP0205'EAST OF THE TRACKS FOR THE STATE HIGHWAY 27 OVERPASS, 33.8 FEET EAST
 CP0205'OF AND ACROSS A SIDETRACK FROM THE EAST RAIL OF THE MAIN TRACK, 12.2
 CP0205'FEET EAST OF THE EAST RAIL OF THE SIDETRACK, 3.4 FEET ABOVE THE LEVEL
 CP0205'OF THE GROUND AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 CP0205
 CP0205                          STATION RECOVERY (1992)
 CP0205
 CP0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0205'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 CP0205'HAZELHURST, THENCE 17.3 KM (10.75 MI) NORTHERLY ALONG THE ILLINOIS
 CP0205'CENTRAL RAILROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST
 CP0205'SOUTHERLY CONCRETE COLUMN OF THE 1ST PIER EAST OF THE TRACK OF STATE
 CP0205'HIGHWAY 27 OVERPASS OF THE RAILROAD, 2.4 M (7.9 FT) EAST OF THE NEAR
 CP0205'RAIL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0002 ***********************************************************************
 CP0002  DESIGNATION -  A 237
 CP0002  PID         -  CP0002
 CP0002  STATE/COUNTY-  MS/SHARKEY
 CP0002  USGS QUAD   -  ONWARD (1988)
 CP0002
 CP0002                         *CURRENT SURVEY CONTROL
 CP0002  ___________________________________________________________________
 CP0002* NAD 83(1986)-  32 43 00.     (N)    090 56 20.     (W)     SCALED    
 CP0002* NAVD 88     -        30.375  (meters)      99.66   (feet)  ADJUSTED  
 CP0002  ___________________________________________________________________
 CP0002  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0002  DYNAMIC HT  -          30.341 (meters)      99.54  (feet)  COMP
 CP0002  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CP0002
 CP0002  VERT ORDER  -  FIRST     CLASS I
 CP0002
 CP0002.The horizontal coordinates were scaled from a topographic map and have
 CP0002.an estimated accuracy of +/- 6 seconds.
 CP0002
 CP0002.The orthometric height was determined by differential leveling
 CP0002.and adjusted in June 1991.
 CP0002
 CP0002.The geoid height was determined by GEOID03.
 CP0002
 CP0002.The dynamic height is computed by dividing the NAVD 88
 CP0002.geopotential number by the normal gravity value computed on the
 CP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0002.degrees latitude (g = 980.6199 gals.).
 CP0002
 CP0002.The modeled gravity was interpolated from observed gravity values.
 CP0002
 CP0002;                    North         East    Units  Estimated Accuracy
 CP0002;SPC MS W     -   356,780.      643,230.      MT  (+/- 180 meters Scaled)
 CP0002
 CP0002                          SUPERSEDED SURVEY CONTROL
 CP0002
 CP0002  NGVD 29 (??/??/92)   30.424  (m)           99.82   (f) ADJ UNCH    1 1
 CP0002
 CP0002.Superseded values are not recommended for survey control.
 CP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0002.See file dsdata.txt to determine how the superseded data were derived.
 CP0002
 CP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS931217(NAD 83)
 CP0002_MARKER: DB = BENCH MARK DISK
 CP0002_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0002_SP_SET: 50 FT
 CP0002_STAMPING: A 237 1973
 CP0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0002
 CP0002  HISTORY     - Date     Condition        Report By
 CP0002  HISTORY     - 1973     MONUMENTED       NGS
 CP0002  HISTORY     - 1978     GOOD             MSHD
 CP0002  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0002
 CP0002                          STATION DESCRIPTION
 CP0002
 CP0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0002'6.15 MI S FROM CARY.
 CP0002'ABOUT 6.15 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0002'AT CARY, 65.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 CP0002'PROPERTY OF THE SOUTHERN NATURAL GAS COMPANY, 102.3 FEET SOUTHEAST OF
 CP0002'THE SOUTHEAST CORNER OF A FRAME HOUSE (MOST SOUTHERLY ONE IN HOUSING
 CP0002'UNIT), 65 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK THAT LEADS
 CP0002'SOUTH OVER AN EMBANKMENT TO THE PLANT, 11.7 FEET WEST OF THE NORTHEAST
 CP0002'CORNER POST IN CHAIN LINK FENCE AROUND PLANT, 2.3 FEET SOUTH OF THE
 CP0002'SOUTH EDGE OF A CONCRETE CURBING, 1.0 FEET NORTH OF CHAIN LINK FENCE,
 CP0002'6 FEET BELOW LEVEL OF THE HIGHWAY, AND ON TOP OF A COPPER COATED STEEL
 CP0002'ROD, 1-INCH BELOW GROUND AND PROTECTED IN A 4-INCH IRON PIPE FLUSH
 CP0002'WITH THE GROUND.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 50 FEET.
 CP0002'SECTION 17, T 10N, R 7W.
 CP0002
 CP0002                          STATION RECOVERY (1978)
 CP0002
 CP0002'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0002'RECOVERED IN GOOD CONDITION.
 CP0002
 CP0002                          STATION RECOVERY (1992)
 CP0002
 CP0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0002'A LOCAL RESIDENT STATED THAT THE TELEPHONE COMPANY USED A BULLDOZER IN
 CP0002'THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0090 ***********************************************************************
 EH0090  DESIGNATION -  A 238
 EH0090  PID         -  EH0090
 EH0090  STATE/COUNTY-  MS/TUNICA
 EH0090  USGS QUAD   -  TUNICA (1981)
 EH0090
 EH0090                         *CURRENT SURVEY CONTROL
 EH0090  ___________________________________________________________________
 EH0090* NAD 83(1986)-  34 41 49.     (N)    090 22 33.     (W)     SCALED    
 EH0090* NAVD 88     -        58.697  (meters)     192.58   (feet)  ADJUSTED  
 EH0090  ___________________________________________________________________
 EH0090  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0090  DYNAMIC HT  -          58.641 (meters)     192.39  (feet)  COMP
 EH0090  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 EH0090
 EH0090  VERT ORDER  -  FIRST     CLASS I
 EH0090
 EH0090.The horizontal coordinates were scaled from a topographic map and have
 EH0090.an estimated accuracy of +/- 6 seconds.
 EH0090
 EH0090.The orthometric height was determined by differential leveling
 EH0090.and adjusted in July 1994.
 EH0090
 EH0090.The geoid height was determined by GEOID03.
 EH0090
 EH0090.The dynamic height is computed by dividing the NAVD 88
 EH0090.geopotential number by the normal gravity value computed on the
 EH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0090.degrees latitude (g = 980.6199 gals.).
 EH0090
 EH0090.The modeled gravity was interpolated from observed gravity values.
 EH0090
 EH0090;                    North         East    Units  Estimated Accuracy
 EH0090;SPC MS W     -   576,260.      696,110.      MT  (+/- 180 meters Scaled)
 EH0090
 EH0090                          SUPERSEDED SURVEY CONTROL
 EH0090
 EH0090  NAVD 88 (06/15/91)   58.700  (m)          192.58   (f) UNKNOWN     1 1
 EH0090  NGVD 29 (??/??/??)   58.727  (m)          192.67   (f) ADJUSTED    1 1
 EH0090
 EH0090.Superseded values are not recommended for survey control.
 EH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0090.See file dsdata.txt to determine how the superseded data were derived.
 EH0090
 EH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU403425(NAD 83)
 EH0090_MARKER: DV = VERTICAL CONTROL DISK
 EH0090_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0090+WITH SETTING: INTO GROUND
 EH0090_SP_SET: METAL ROD WITH BASE PLATE
 EH0090_STAMPING: A 238 1974
 EH0090_MARK LOGO: NGS   
 EH0090_PROJECTION: FLUSH
 EH0090_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0090+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1991
 EH0090_ROD/PIPE-DEPTH: 1.2  meters
 EH0090
 EH0090  HISTORY     - Date     Condition        Report By
 EH0090  HISTORY     - 1974     MONUMENTED       NGS
 EH0090  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0090  HISTORY     - 19911113 GOOD             NGS
 EH0090  HISTORY     - 20030603 MARK NOT FOUND   USACE
 EH0090
 EH0090                          STATION DESCRIPTION
 EH0090
 EH0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0090'0.5 MI N FROM TUNICA.
 EH0090'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION WITH
 EH0090'STATE HIGHWAY 4 LEADING WEST AT TUNICA, ON PROPERTY AND 248.5 FEET
 EH0090'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE TUNICA COUNTY HOSPITAL,
 EH0090'102 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 61, 168 FEET NORTH OF
 EH0090'THE CENTER LINE OF THE NORTH LANE OF A U SHAPED DRIVEWAY, 117 FEET
 EH0090'SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER IN THE SOUTH EDGE OF A
 EH0090'ROW OF BUSHES, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT
 EH0090'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 EH0090'DISK IS 1-INCH BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH
 EH0090'WHITE PLASTIC PIPE FLUSH WITH THE GROUND.  SECTION 32, T 4S, R 11W.
 EH0090
 EH0090                          STATION RECOVERY (1983)
 EH0090
 EH0090'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0090'MARK NOT FOUND.
 EH0090
 EH0090                          STATION RECOVERY (1991)
 EH0090
 EH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0090'0.9 KM (0.55 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0090'STATE HIGHWAY 4 IN TUNICA, 76.1 M (249.7 FT) EAST-NORTHEAST OF THE
 EH0090'NORTHEAST CORNER OF THE TUNICA COUNTY HOSPITAL, 35.7 M (117.1 FT)
 EH0090'NORTH OF THE CENTER OF THE NORTH ENTRANCE ROAD LEADING TO THE
 EH0090'HOSPITAL, 31.0 M (101.7 FT) WEST OF THE HIGHWAY CENTERLINE, 0.6 M
 EH0090'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF
 EH0090'A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 EH0090'FLUSH WITH THE GROUND SURFACE.
 EH0090
 EH0090                          STATION RECOVERY (2003)
 EH0090
 EH0090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1337 ***********************************************************************
 DK1337  DESIGNATION -  A 239
 DK1337  PID         -  DK1337
 DK1337  STATE/COUNTY-  MS/WASHINGTON
 DK1337  USGS QUAD   -  GREENVILLE (1970)
 DK1337
 DK1337                         *CURRENT SURVEY CONTROL
 DK1337  ___________________________________________________________________
 DK1337* NAD 83(1986)-  33 26 15.     (N)    091 02 30.     (W)     SCALED    
 DK1337* NAVD 88     -        37.836  (meters)     124.13   (feet)  ADJUSTED  
 DK1337  ___________________________________________________________________
 DK1337  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1337  DYNAMIC HT  -          37.796 (meters)     124.00  (feet)  COMP
 DK1337  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DK1337
 DK1337  VERT ORDER  -  FIRST     CLASS I
 DK1337
 DK1337.The horizontal coordinates were scaled from a topographic map and have
 DK1337.an estimated accuracy of +/- 6 seconds.
 DK1337
 DK1337.The orthometric height was determined by differential leveling
 DK1337.and adjusted in June 1991.
 DK1337
 DK1337.The geoid height was determined by GEOID03.
 DK1337
 DK1337.The dynamic height is computed by dividing the NAVD 88
 DK1337.geopotential number by the normal gravity value computed on the
 DK1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1337.degrees latitude (g = 980.6199 gals.).
 DK1337
 DK1337.The modeled gravity was interpolated from observed gravity values.
 DK1337
 DK1337;                    North         East    Units  Estimated Accuracy
 DK1337;SPC MS W     -   436,780.      634,140.      MT  (+/- 180 meters Scaled)
 DK1337
 DK1337                          SUPERSEDED SURVEY CONTROL
 DK1337
 DK1337  NGVD 29 (??/??/??)   37.886  (m)          124.30   (f) ADJUSTED    1 1
 DK1337
 DK1337.Superseded values are not recommended for survey control.
 DK1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1337.See file dsdata.txt to determine how the superseded data were derived.
 DK1337
 DK1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT820015(NAD 83)
 DK1337_MARKER: DV = VERTICAL CONTROL DISK
 DK1337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1337_SP_SET: COPPER-CLAD STEEL ROD
 DK1337_STAMPING: A 239 1973
 DK1337_MARK LOGO: NGS   
 DK1337_PROJECTION: FLUSH
 DK1337_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1337+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1337_ROD/PIPE-DEPTH: 33.5 meters
 DK1337
 DK1337  HISTORY     - Date     Condition        Report By
 DK1337  HISTORY     - 1973     MONUMENTED       NGS
 DK1337  HISTORY     - 1974     GOOD             NGS
 DK1337  HISTORY     - 19920123 GOOD             NGS
 DK1337
 DK1337                          STATION DESCRIPTION
 DK1337
 DK1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1337'2.20 MI NE FROM GRENVILLE.
 DK1337'ABOUT 2.20 MILES NORTHEAST ALONG BROADWAY FROM ITS INTERSECTION WITH
 DK1337'MAIN STREET.  ALSO, 2.65 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS
 DK1337'INTERSECTION WITH U.S. HIGHWAY 82, AT THE NORTHEAST CORNER OF A STEEL
 DK1337'WATER TANK NEAR THE INTERSECTION OF BROADWAY AND STATE HIGHWAY 1, 180
 DK1337'FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF BROADWAY,
 DK1337'86.1 FEET SOUTHWEST OF THE CENTER OF THE CHAIN LINK GATE AT THE SOUTH
 DK1337'ENTRANCE TO THE MISSISSIPPI POWER AND LIGHT SUB STATION, 4.3 FEET
 DK1337'SOUTH OF THE NORTHEAST CORNER POST OF THE CHAIN LINK FENCE AROUND THE
 DK1337'WATER TANK, 0.9 FOOT EAST OF THE FENCE, 0.7 FOOT NORTH OF A METAL
 DK1337'WITNESS POST, 2 FEET BELOW LEVEL OF THE ROAD, AND ON TOP OF A COPPER
 DK1337'COATED STEEL ROD, 0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY
 DK1337'A 4-INCH STEEL PIPE THAT IS 0.1 FOOT BELOW LEVEL OF THE GROUND.  THE
 DK1337'ROD WAS DRIVEN TO A DEPTH OF 109.8 FEET.  SEC. 2, T 18N, R 8W.
 DK1337
 DK1337                          STATION RECOVERY (1992)
 DK1337
 DK1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1337'IN GREENVILLE, AT THE INTERSECTION OF STATE HIGHWAY 1 AND BROADWAY
 DK1337'STREET, 113.1 M (371.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DK1337'SOUTHBOUND LANES OF THE HIGHWAY, 54.6 M (179.1 FT) WEST OF THE
 DK1337'CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 26.4 M (86.6 FT)
 DK1337'SOUTHWEST OF THE CENTER OF THE MOST SOUTHERLY GATE AT A SUB-STATION,
 DK1337'1.4 M (4.6 FT) SOUTH OF THE EAST CORNER OF A CHAIN-LINK FENCE
 DK1337'ENCLOSING A WATER TANK, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST,
 DK1337'0.3 M (1.0 FT) EAST OF THE FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 DK1337'OF THE STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 DK1337'IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0521 ***********************************************************************
 CP0521  DESIGNATION -  A 24 RESET
 CP0521  PID         -  CP0521
 CP0521  STATE/COUNTY-  MS/RANKIN
 CP0521  USGS QUAD   -  FLORENCE (1980)
 CP0521
 CP0521                         *CURRENT SURVEY CONTROL
 CP0521  ___________________________________________________________________
 CP0521* NAD 83(1986)-  32 09 12.     (N)    090 07 38.     (W)     SCALED    
 CP0521* NAVD 88     -        96.271  (meters)     315.85   (feet)  ADJUSTED  
 CP0521  ___________________________________________________________________
 CP0521  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0521  DYNAMIC HT  -          96.158 (meters)     315.48  (feet)  COMP
 CP0521  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CP0521
 CP0521  VERT ORDER  -  SECOND    CLASS II
 CP0521
 CP0521.The horizontal coordinates were scaled from a topographic map and have
 CP0521.an estimated accuracy of +/- 6 seconds.
 CP0521
 CP0521.The orthometric height was determined by differential leveling
 CP0521.and adjusted in May 1996.
 CP0521
 CP0521.The geoid height was determined by GEOID03.
 CP0521
 CP0521.The dynamic height is computed by dividing the NAVD 88
 CP0521.geopotential number by the normal gravity value computed on the
 CP0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0521.degrees latitude (g = 980.6199 gals.).
 CP0521
 CP0521.The modeled gravity was interpolated from observed gravity values.
 CP0521
 CP0521;                    North         East    Units  Estimated Accuracy
 CP0521;SPC MS W     -   294,170.      719,440.      MT  (+/- 180 meters Scaled)
 CP0521
 CP0521                          SUPERSEDED SURVEY CONTROL
 CP0521
 CP0521  NGVD 29 (??/??/??)   96.33   (m)          316.0    (f) RESET       3  
 CP0521
 CP0521.Superseded values are not recommended for survey control.
 CP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0521.See file dsdata.txt to determine how the superseded data were derived.
 CP0521
 CP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR709610(NAD 83)
 CP0521_MARKER: DB = BENCH MARK DISK
 CP0521_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0521_SP_SET: BRICK WALL
 CP0521_STAMPING: A 24 RESET 1954
 CP0521_MARK LOGO: CGS   
 CP0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0521+STABILITY: SURFACE MOTION
 CP0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0521+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1991
 CP0521
 CP0521  HISTORY     - Date     Condition        Report By
 CP0521  HISTORY     - 1954     MONUMENTED       CGS
 CP0521  HISTORY     - 1977     GOOD             MSHD
 CP0521  HISTORY     - 19910812 GOOD             MSHD
 CP0521
 CP0521                          STATION DESCRIPTION
 CP0521
 CP0521'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0521'IN FLORENCE.
 CP0521'THE MARK IS LOCATED ABOUT 0.2 MILE EAST OF THE CENTER OF FLORENCE IN
 CP0521'THE NORTHEAST CORNER OF THE FLORENCE ELEMENTARY SCHOOL AUDITORIUM,
 CP0521'0.25 MILE WEST ALONG STATE HIGHWAY 469 FROM ITS INTERSECTION WITH U.S.
 CP0521'HIGHWAY 49 IN THE SOUTHEAST 1/4 OF SECTION 30, T 4N, R 2E.  IT IS 86
 CP0521'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 469, 89 FEET EAST OF THE
 CP0521'CENTER OF COLLEGE STREET, 31 FEET SOUTH-SOUTHWEST OF A FLAG POLE, 9
 CP0521'FEET WEST OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE SCHOOL SET
 CP0521'VERTICALLY IN THE FACE OF THE NORTH BRICK WALL, 2 FEET WEST OF THE
 CP0521'NORTHEAST CORNER OF THE AUDITORIUM AND IS 3 FEET ABOVE THE GROUND.
 CP0521
 CP0521                          STATION RECOVERY (1991)
 CP0521
 CP0521'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0521'MARK IS LOCATED ABOUT 0.2 MI (0.3 KM) EAST OF THE CENTER OF DOWNTOWN
 CP0521'FLORENCE, IN THE NORTHEAST CORNER OF THE FLORENCE ELEMENTARY SCHOOL
 CP0521'AUDITORIUM, 0.25 MI (0.40 KM) WEST OF THE INTERSECTION OF U.S.
 CP0521'HIGHWAY 49 AND STATE HIGHWAY 469 AND IS IN SECTION 30, T 4N R 2E.
 CP0521'MARK IS A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE FACE OF
 CP0521'THE NORTH WALL OF THE SCHOOL, AND IS ABOUT 3 FT (0.9 M) ABOVE THE
 CP0521'GROUND, 89 FT (27.1 M) EAST OF THE CENTER OF COLLEGE STREET, 86 FT
 CP0521'(26.2 M) SOUTH OF THE CENTER OF STATE HIGHWAY 469, 31 FT (9.4 M)
 CP0521'SOUTH SOUTHWEST OF A FLAG POLE, 9 FT (2.7 M) WEST OF THE CENTER OF
 CP0521'THE ENTRANCE TO THE SCHOOL AND 2 FT (0.6 M) WEST OF THE NORTH OF THE
 CP0521'NORTHEAST CORNER OF THE AUDITORIUM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1197 ***********************************************************************
 DK1197  DESIGNATION -  A 240
 DK1197  PID         -  DK1197
 DK1197  STATE/COUNTY-  MS/WASHINGTON
 DK1197  USGS QUAD   -  AVON (1970)
 DK1197
 DK1197                         *CURRENT SURVEY CONTROL
 DK1197  ___________________________________________________________________
 DK1197* NAD 83(1986)-  33 08 48.     (N)    091 04 11.     (W)     SCALED    
 DK1197* NAVD 88     -        33.951  (meters)     111.39   (feet)  ADJUSTED  
 DK1197  ___________________________________________________________________
 DK1197  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK1197  DYNAMIC HT  -          33.915 (meters)     111.27  (feet)  COMP
 DK1197  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DK1197
 DK1197  VERT ORDER  -  FIRST     CLASS I
 DK1197
 DK1197.The horizontal coordinates were scaled from a topographic map and have
 DK1197.an estimated accuracy of +/- 6 seconds.
 DK1197
 DK1197.The orthometric height was determined by differential leveling
 DK1197.and adjusted in June 1991.
 DK1197
 DK1197.The geoid height was determined by GEOID03.
 DK1197
 DK1197.The dynamic height is computed by dividing the NAVD 88
 DK1197.geopotential number by the normal gravity value computed on the
 DK1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1197.degrees latitude (g = 980.6199 gals.).
 DK1197
 DK1197.The modeled gravity was interpolated from observed gravity values.
 DK1197
 DK1197;                    North         East    Units  Estimated Accuracy
 DK1197;SPC MS W     -   404,550.      631,300.      MT  (+/- 180 meters Scaled)
 DK1197
 DK1197                          SUPERSEDED SURVEY CONTROL
 DK1197
 DK1197  NGVD 29 (??/??/??)   33.991  (m)          111.52   (f) ADJUSTED    1 1
 DK1197
 DK1197.Superseded values are not recommended for survey control.
 DK1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1197.See file dsdata.txt to determine how the superseded data were derived.
 DK1197
 DK1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS800692(NAD 83)
 DK1197_MARKER: DB = BENCH MARK DISK
 DK1197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1197_SP_SET: 104 FT
 DK1197_STAMPING: A 240 1973
 DK1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1197
 DK1197  HISTORY     - Date     Condition        Report By
 DK1197  HISTORY     - 1973     MONUMENTED       NGS
 DK1197  HISTORY     - 1974     GOOD             NGS
 DK1197  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1197  HISTORY     - 20000229 MARK NOT FOUND   MSHD
 DK1197
 DK1197                          STATION DESCRIPTION
 DK1197
 DK1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1197'5 MI S FROM AVON.
 DK1197'ABOUT 5.80 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE AVON METHODIST
 DK1197'CHURCH AT AVON, THENCE 0.10 MILE WEST ALONG A GRAVEL ROAD, AT THE
 DK1197'SMALL COMMUNITY OF LONGWOOD, 56 FEET NORTH OF THE CENTER LINE OF THE
 DK1197'ROAD, 10 FEET WEST OF A LARGE 40-INCH COTTONWOOD TREE, 123 FEET
 DK1197'SOUTHEAST OF THE CENTER LINE OF A SMALL LEVEE LEADING SOUTHWEST AND
 DK1197'NORTHEAST, 0.5 FEET BELOW LEVEL OF THE ROAD, AND ON TOP OF A COPPER
 DK1197'COATED STEEL ROD 0.4 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED IN A
 DK1197'4-INCH STEEL PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 DK1197'DEPTH OF 104 FEET.  SECTION 18, T 15N, R 8W.  NOTE-- ROD DRIVING HARD
 DK1197'AT 104 FEET.
 DK1197
 DK1197                          STATION RECOVERY (1992)
 DK1197
 DK1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1197'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DK1197
 DK1197                          STATION RECOVERY (2000)
 DK1197
 DK1197'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK1197'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1018 ***********************************************************************
 DK1018  DESIGNATION -  A 241
 DK1018  PID         -  DK1018
 DK1018  STATE/COUNTY-  MS/BOLIVAR
 DK1018  USGS QUAD   -  BENOIT (1972)
 DK1018
 DK1018                         *CURRENT SURVEY CONTROL
 DK1018  ___________________________________________________________________
 DK1018* NAD 83(1986)-  33 39 00.     (N)    091 00 39.     (W)     SCALED    
 DK1018* NAVD 88     -        42.130  (meters)     138.22   (feet)  ADJUSTED  
 DK1018  ___________________________________________________________________
 DK1018  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1018  DYNAMIC HT  -          42.086 (meters)     138.08  (feet)  COMP
 DK1018  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 DK1018
 DK1018  VERT ORDER  -  FIRST     CLASS I
 DK1018
 DK1018.The horizontal coordinates were scaled from a topographic map and have
 DK1018.an estimated accuracy of +/- 6 seconds.
 DK1018
 DK1018.The orthometric height was determined by differential leveling
 DK1018.and adjusted in June 1991.
 DK1018
 DK1018.The geoid height was determined by GEOID03.
 DK1018
 DK1018.The dynamic height is computed by dividing the NAVD 88
 DK1018.geopotential number by the normal gravity value computed on the
 DK1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1018.degrees latitude (g = 980.6199 gals.).
 DK1018
 DK1018.The modeled gravity was interpolated from observed gravity values.
 DK1018
 DK1018;                    North         East    Units  Estimated Accuracy
 DK1018;SPC MS W     -   460,330.      637,160.      MT  (+/- 180 meters Scaled)
 DK1018
 DK1018                          SUPERSEDED SURVEY CONTROL
 DK1018
 DK1018  NGVD 29 (??/??/??)   42.203  (m)          138.46   (f) ADJUSTED    1 1
 DK1018
 DK1018.Superseded values are not recommended for survey control.
 DK1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1018.See file dsdata.txt to determine how the superseded data were derived.
 DK1018
 DK1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT844251(NAD 83)
 DK1018_MARKER: DV = VERTICAL CONTROL DISK
 DK1018_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1018+WITH SETTING: INTO GROUND
 DK1018_SP_SET: METAL ROD WITH BASE PLATE
 DK1018_STAMPING: A 241 1974
 DK1018_MARK LOGO: NGS   
 DK1018_PROJECTION: PROJECTING 2 CENTIMETERS
 DK1018_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1018+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1018_ROD/PIPE-DEPTH: 1.2  meters
 DK1018
 DK1018  HISTORY     - Date     Condition        Report By
 DK1018  HISTORY     - 1974     MONUMENTED       NGS
 DK1018  HISTORY     - 19920123 GOOD             NGS
 DK1018
 DK1018                          STATION DESCRIPTION
 DK1018
 DK1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1018'IN BENOIT.
 DK1018'0.10 MILE SOUTHWEST ALONG STATE HIGHWAY 1
 DK1018'FROM THE JUNCTION OF STATE HIGHWAY 448 IN BENOIT, AT THE SOUTH SIDE OF
 DK1018'THE NEW TOWN WATER TANK, ABOUT 115 YARDS NORTHWEST OF THE CENTER LINE
 DK1018'OF STATE HIGHWAY 1, 49.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DK1018'CONCRETE FOUNDATION OF THE SOUTH LEG, 27 FEET SOUTHEAST OF THE CENTER
 DK1018'OF THE CHAIN LINK GATE AT THE SOUTHWEST SIDE OF THE WATER TANK, 20.6
 DK1018'FEET NORTHWEST OF THE SOUTHEAST CORNER POST FOR THE FENCE AROUND THE
 DK1018'TANK, 1.2 FOOT SOUTHWEST OF THE FENCE, 0.4 FOOT NORTHEAST OF A METAL
 DK1018'WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND ON TOP OF A 4-FOOT
 DK1018'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 DK1018'DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 DK1018'PROJECTING 0.1 FOOT.  SECTION 20, T 21N, R 8W.
 DK1018
 DK1018                          STATION RECOVERY (1992)
 DK1018
 DK1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1018'IN BENOIT, AT THE INTERSECTION OF STATE HIGHWAY 1 AND MAPLE STREET,
 DK1018'45.1 M (148.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 8.2 M
 DK1018'(26.9 FT) SOUTHEAST OF THE CENTER OF A GATE, 7.4 M (24.3 FT)
 DK1018'NORTHEAST OF AND LEVEL WITH THE STREET CENTER, 6.3 M (20.7 FT)
 DK1018'NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE
 DK1018'MUNICIPAL WATER TANK, 0.4 M (1.3 FT) SOUTHWEST OF THE FENCE, AND 0.1
 DK1018'M (0.3 FT) NORTHEAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN
 DK1018'A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0105 ***********************************************************************
 EH0105  DESIGNATION -  A 243
 EH0105  PID         -  EH0105
 EH0105  STATE/COUNTY-  MS/TUNICA
 EH0105  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0105
 EH0105                         *CURRENT SURVEY CONTROL
 EH0105  ___________________________________________________________________
 EH0105* NAD 83(1986)-  34 49 01.     (N)    090 17 01.     (W)     SCALED    
 EH0105* NAVD 88     -        61.386  (meters)     201.40   (feet)  ADJUSTED  
 EH0105  ___________________________________________________________________
 EH0105  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0105  DYNAMIC HT  -          61.329 (meters)     201.21  (feet)  COMP
 EH0105  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EH0105
 EH0105  VERT ORDER  -  FIRST     CLASS I
 EH0105
 EH0105.The horizontal coordinates were scaled from a topographic map and have
 EH0105.an estimated accuracy of +/- 6 seconds.
 EH0105
 EH0105.The orthometric height was determined by differential leveling
 EH0105.and adjusted in July 1994.
 EH0105
 EH0105.The geoid height was determined by GEOID03.
 EH0105
 EH0105.The dynamic height is computed by dividing the NAVD 88
 EH0105.geopotential number by the normal gravity value computed on the
 EH0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0105.degrees latitude (g = 980.6199 gals.).
 EH0105
 EH0105.The modeled gravity was interpolated from observed gravity values.
 EH0105
 EH0105;                    North         East    Units  Estimated Accuracy
 EH0105;SPC MS W     -   589,570.      704,550.      MT  (+/- 180 meters Scaled)
 EH0105
 EH0105                          SUPERSEDED SURVEY CONTROL
 EH0105
 EH0105  NAVD 88 (06/15/91)   61.392  (m)          201.42   (f) UNKNOWN     1 1
 EH0105  NGVD 29 (??/??/??)   61.404  (m)          201.46   (f) ADJUSTED    1 1
 EH0105
 EH0105.Superseded values are not recommended for survey control.
 EH0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0105.See file dsdata.txt to determine how the superseded data were derived.
 EH0105
 EH0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU484561(NAD 83)
 EH0105_MARKER: DV = VERTICAL CONTROL DISK
 EH0105_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0105_SP_SET: HEADWALL
 EH0105_STAMPING: A 243 1974
 EH0105_MARK LOGO: NGS   
 EH0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0105+STABILITY: SURFACE MOTION
 EH0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0105+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0105
 EH0105  HISTORY     - Date     Condition        Report By
 EH0105  HISTORY     - 1974     MONUMENTED       NGS
 EH0105  HISTORY     - 19911112 GOOD             NGS
 EH0105  HISTORY     - 20030604 POOR             USACE
 EH0105
 EH0105                          STATION DESCRIPTION
 EH0105
 EH0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0105'1.8 MI E FROM ROBINSONVILLE.
 EH0105'ABOUT 1.8 MILE EAST ALONG STATE HIGHWAY 304 FROM THE CROSSING OF
 EH0105'ILLINOIS CENTRAL RAILROAD AT ROBINSVILLE, 1 MILE EAST OF THE
 EH0105'INTERSECTION OF U.S. HIGHWAY 61, 18.5 SOUTH OF THE CENTER LINE OF
 EH0105'STATE HIGHWAY 304, 36 FEET NORTH-NORTHEAST OF TELEPHONE CABLE MARKER
 EH0105'POST, 1 MILE EAST OF BM ROBINSON RM 1, SET IN TOP OF THE EAST END OF
 EH0105'THE SOUTH CONCRETE HEADWALL OF A 9 FT. BY 7 FT. BOX CULVERT AND 1 FOOT
 EH0105'BELOW LEVEL OF THE ROAD. SECTION 20, T 3S, R 10W.
 EH0105
 EH0105                          STATION RECOVERY (1991)
 EH0105
 EH0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0105'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0105'OFFICE IN WALLS, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG STATE HIGHWAY
 EH0105'304, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH
 EH0105'CONCRETE HEADWALL OF A CULVERT, 5.8 M (19.0 FT) SOUTH OF THE HIGHWAY
 EH0105'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EH0105
 EH0105                          STATION RECOVERY (2003)
 EH0105
 EH0105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0105'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0428 ***********************************************************************
 EH0428  DESIGNATION -  A 244
 EH0428  PID         -  EH0428
 EH0428  STATE/COUNTY-  MS/COAHOMA
 EH0428  USGS QUAD   -  RENA LARA (1982)
 EH0428
 EH0428                         *CURRENT SURVEY CONTROL
 EH0428  ___________________________________________________________________
 EH0428* NAD 83(1986)-  34 09 55.     (N)    090 45 27.     (W)     SCALED    
 EH0428* NAVD 88     -        49.815  (meters)     163.43   (feet)  ADJUSTED  
 EH0428  ___________________________________________________________________
 EH0428  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0428  DYNAMIC HT  -          49.766 (meters)     163.27  (feet)  COMP
 EH0428  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 EH0428
 EH0428  VERT ORDER  -  FIRST     CLASS I
 EH0428
 EH0428.The horizontal coordinates were scaled from a topographic map and have
 EH0428.an estimated accuracy of +/- 6 seconds.
 EH0428
 EH0428.The orthometric height was determined by differential leveling
 EH0428.and adjusted in June 1991.
 EH0428
 EH0428.The geoid height was determined by GEOID03.
 EH0428
 EH0428.The dynamic height is computed by dividing the NAVD 88
 EH0428.geopotential number by the normal gravity value computed on the
 EH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0428.degrees latitude (g = 980.6199 gals.).
 EH0428
 EH0428.The modeled gravity was interpolated from observed gravity values.
 EH0428
 EH0428;                    North         East    Units  Estimated Accuracy
 EH0428;SPC MS W     -   517,360.      660,890.      MT  (+/- 180 meters Scaled)
 EH0428
 EH0428                          SUPERSEDED SURVEY CONTROL
 EH0428
 EH0428  NGVD 29 (??/??/??)   49.888  (m)          163.67   (f) ADJUSTED    1 1
 EH0428
 EH0428.Superseded values are not recommended for survey control.
 EH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0428.See file dsdata.txt to determine how the superseded data were derived.
 EH0428
 EH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT067827(NAD 83)
 EH0428_MARKER: DV = VERTICAL CONTROL DISK
 EH0428_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0428+WITH SETTING: INTO GROUND
 EH0428_SP_SET: METAL ROD WITH BASE PLATE
 EH0428_STAMPING: A 244 1974
 EH0428_MARK LOGO: NGS   
 EH0428_PROJECTION: FLUSH
 EH0428_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0428+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0428_ROD/PIPE-DEPTH: 1.2  meters
 EH0428
 EH0428  HISTORY     - Date     Condition        Report By
 EH0428  HISTORY     - 1974     MONUMENTED       NGS
 EH0428  HISTORY     - 1983     GOOD             USPSQD
 EH0428  HISTORY     - 19920123 GOOD             NGS
 EH0428  HISTORY     - 20030611 GOOD             USACE
 EH0428
 EH0428                          STATION DESCRIPTION
 EH0428
 EH0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0428'1.70 MI NE FROM RENA LARA.
 EH0428'ABOUT 1.70 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0428'CHURCH AT RENA LARA, NORTHWEST AND ACROSS THE HIGHWAY FROM THE OLD
 EH0428'ABANDONED STARKS GROCERY AND MARKET NEAR THE SMALL COMMUNITY OF GREEN
 EH0428'GROVE, 42.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15.7
 EH0428'FEET NORTHWEST OF THE SOUTHWEST ONE OF THREE LARGE OAK TREES, 3 FEET
 EH0428'NORTH OF A POWER BRACE POLE AND UNDERGROUND CABLE MARKER POSTS, 0.8
 EH0428'FOOT SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW LEVEL OF THE
 EH0428'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 EH0428'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW LEVEL OF
 EH0428'THE GROUND AND PROTECTED BY A 4-INCH PLATIC PIPE PROJECTING 0.1 FOOT.
 EH0428'SECTION 31, T 27N, R 5W.
 EH0428
 EH0428                          STATION RECOVERY (1983)
 EH0428
 EH0428'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0428'RECOVERED IN GOOD CONDITION.
 EH0428
 EH0428                          STATION RECOVERY (1992)
 EH0428
 EH0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0428'6.6 KM (4.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0428'OF STATE HIGHWAY 322 IN SHERARD, 35.1 M (115.2 FT) NORTH OF A
 EH0428'HISTORICAL MARKER (FORRESTS PLANTATION), 13.1 M (43.0 FT) NORTHWEST
 EH0428'OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF UNDERGROUND CABLE
 EH0428'WARNING SIGN NUMBER P 44 211 5 LP 12, 0.8 M (2.6 FT) WEST-SOUTHWEST
 EH0428'OF A UTILITY POLE WITH AN UNDERGROUND CABLE JUNCTION BOX ATTACHED,
 EH0428'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 EH0428'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 EH0428'PVC PIPE AND PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 EH0428
 EH0428                          STATION RECOVERY (2003)
 EH0428
 EH0428'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0919 ***********************************************************************
 CO0919  DESIGNATION -  A 25
 CO0919  PID         -  CO0919
 CO0919  STATE/COUNTY-  MS/SCOTT
 CO0919  USGS QUAD   -  PULASKI (1982)
 CO0919
 CO0919                         *CURRENT SURVEY CONTROL
 CO0919  ___________________________________________________________________
 CO0919* NAD 83(1986)-  32 21 43.     (N)    089 34 24.     (W)     SCALED    
 CO0919* NAVD 88     -       144.245  (meters)     473.24   (feet)  ADJUSTED  
 CO0919  ___________________________________________________________________
 CO0919  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CO0919  DYNAMIC HT  -         144.076 (meters)     472.69  (feet)  COMP
 CO0919  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CO0919
 CO0919  VERT ORDER  -  FIRST     CLASS I
 CO0919
 CO0919.The horizontal coordinates were scaled from a topographic map and have
 CO0919.an estimated accuracy of +/- 6 seconds.
 CO0919
 CO0919.The orthometric height was determined by differential leveling
 CO0919.and adjusted in June 1991.
 CO0919
 CO0919.The geoid height was determined by GEOID03.
 CO0919
 CO0919.The dynamic height is computed by dividing the NAVD 88
 CO0919.geopotential number by the normal gravity value computed on the
 CO0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0919.degrees latitude (g = 980.6199 gals.).
 CO0919
 CO0919.The modeled gravity was interpolated from observed gravity values.
 CO0919
 CO0919;                    North         East    Units  Estimated Accuracy
 CO0919;SPC MS E     -   317,520.      230,350.      MT  (+/- 180 meters Scaled)
 CO0919
 CO0919                          SUPERSEDED SURVEY CONTROL
 CO0919
 CO0919  NGVD 29 (??/??/??)  144.240  (m)          473.23   (f) ADJUSTED    1 1
 CO0919
 CO0919.Superseded values are not recommended for survey control.
 CO0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0919.See file dsdata.txt to determine how the superseded data were derived.
 CO0919
 CO0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA578834(NAD 83)
 CO0919_MARKER: DB = BENCH MARK DISK
 CO0919_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO0919+WITH SETTING: PAVEMENT
 CO0919_SP_SET: RR SIGNAL BASE
 CO0919_STAMPING: A 25 1934
 CO0919_MARK LOGO: CGS   
 CO0919_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0919+STABILITY: SURFACE MOTION
 CO0919
 CO0919  HISTORY     - Date     Condition        Report By
 CO0919  HISTORY     - 1934     MONUMENTED       CGS
 CO0919  HISTORY     - 1968     GOOD             NGS
 CO0919  HISTORY     - 1978     GOOD             MSHD
 CO0919  HISTORY     - 19991220 GOOD             NGS
 CO0919
 CO0919                          STATION DESCRIPTION
 CO0919
 CO0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0919'5.3 MI E FROM MORTON.
 CO0919'ABOUT 5.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS CENTRAL
 CO0919'RAILROAD STATION AT MORTON, 1.35 MILES EAST OF THE KALEM METHODIST
 CO0919'CHURCH, 2 TELEPHONE POLES WEST OF A CROSSING OF THE ILLINOIS CENTRAL
 CO0919'RAILROAD AND A PRIVATE ROAD, 9 1/2 FEET NORTH OF THE NORTH RAIL, SET
 CO0919'IN THE TOP OF THE NORTH SIDE OF AN ABANDONED CONCRETE SEMAPHORE
 CO0919'FOUNDATION, 134 FEET WEST OF A CROSSING OF THE RAILROAD AND A POWER
 CO0919'LINE, 56 1/2 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 2128, AND ABOUT
 CO0919'LEVEL WITH THE TRACK.  SEC 15, T 6N, R 7E.
 CO0919
 CO0919                          STATION RECOVERY (1978)
 CO0919
 CO0919'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CO0919'THE MARK IS LOCATED 4.7 MILES EAST OF MORTON IN AN ABANDONED BASE FOR
 CO0919'A BLOCK SIGNAL ON THE I.C.G. RAILROAD TRACK, 5.7 MILES WEST OF
 CO0919'FOREST, 1.2 MILES EAST OF THE KALEM METHODIST CHURCH IN THE SOUTHWEST
 CO0919'1/4 OF SECTION 15, T 6 N, R 7 E. IT IS 395 FEET WEST OF THE CENTER OF
 CO0919'A PRIVATE ROAD, 133 FEET WEST OF THE CENTER OF A POWER LINE, 9.5 FEET
 CO0919'NORTH OF THE NORTH RAIL, 0.5 FEET SOUTH OF A METAL WITNESS POST SET
 CO0919'IN A DRILL HOLE NEAR THE CENTER OF THE NORTH SIDE OF THE CONCRETE
 CO0919'BASE FOR AN ABANDONED BLOCK SIGNAL AND IS ABOUT 1 FOOT BELOW THE
 CO0919'LEVEL OF THE TRACK. TO REACH FROM THE U.S. POST OFFICE IN MORTON GO
 CO0919'NORTH ON STATE HIGHWAY 481 FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 CO0919'HIGHWAY 80. TURN RIGHT AND GO EAST ON U.S. HIGHWAY 80 FOR 3.75 MILES
 CO0919'TO A CROSSROAD. CONTINUE EAST ON U.S. HIGHWAY 80 FOR 1.2 MILES TO THE
 CO0919'STATE HIGHWAY DEPARTMENT OFFICE ON THE RIGHT AND THE MARK ON THE
 CO0919'LEFT.
 CO0919
 CO0919                          STATION RECOVERY (1999)
 CO0919
 CO0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0919'RECOVERED AS DESCRIBED.  MARK IS NOW ABOUT 120 M (393.7 FT) WEST OF A
 CO0919'DIRT DRIVEWAY CROSSING THE ACTIVE RR TRACK.  STATION IS TOO CLOSE TO
 CO0919'THE TRACKS FOR SAFE SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1132 ***********************************************************************
 BV1132  DESIGNATION -  A 252
 BV1132  PID         -  BV1132
 BV1132  STATE/COUNTY-  MS/WAYNE
 BV1132  USGS QUAD   -  BUCKATUNNA (1982)
 BV1132
 BV1132                         *CURRENT SURVEY CONTROL
 BV1132  ___________________________________________________________________
 BV1132* NAD 83(1986)-  31 32 27.     (N)    088 31 35.     (W)     SCALED    
 BV1132* NAVD 88     -        47.482  (meters)     155.78   (feet)  ADJUSTED  
 BV1132  ___________________________________________________________________
 BV1132  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BV1132  DYNAMIC HT  -          47.425 (meters)     155.59  (feet)  COMP
 BV1132  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 BV1132  OBS GRAVITY -     979,443.2   (mgal)                       GRAV_OBS
 BV1132
 BV1132  VERT ORDER  -  FIRST     CLASS II
 BV1132
 BV1132.The horizontal coordinates were scaled from a topographic map and have
 BV1132.an estimated accuracy of +/- 6 seconds.
 BV1132
 BV1132.The orthometric height was determined by differential leveling
 BV1132.and adjusted in June 1991.
 BV1132
 BV1132.The geoid height was determined by GEOID03.
 BV1132
 BV1132.The dynamic height is computed by dividing the NAVD 88
 BV1132.geopotential number by the normal gravity value computed on the
 BV1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1132.degrees latitude (g = 980.6199 gals.).
 BV1132
 BV1132.The modeled gravity was interpolated from observed gravity values.
 BV1132.The observed gravity was obtained from relative gravimeter ties
 BV1132.to the IGSN71 gravity network.
 BV1132
 BV1132;                    North         East    Units  Estimated Accuracy
 BV1132;SPC MS E     -   226,280.      329,150.      MT  (+/- 180 meters Scaled)
 BV1132
 BV1132                          SUPERSEDED SURVEY CONTROL
 BV1132
 BV1132  NGVD 29 (??/??/??)   47.454  (m)          155.69   (f) ADJUSTED    1 2
 BV1132
 BV1132.Superseded values are not recommended for survey control.
 BV1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1132.See file dsdata.txt to determine how the superseded data were derived.
 BV1132
 BV1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV551905(NAD 83)
 BV1132_MARKER: I = METAL ROD
 BV1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1132_SP_SET: STAINLESS STEEL ROD
 BV1132_STAMPING: A 252 1980
 BV1132_MARK LOGO: NGS   
 BV1132_PROJECTION: RECESSED 8 CENTIMETERS
 BV1132_MAGNETIC: I = MARKER IS A STEEL ROD
 BV1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1132+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1991
 BV1132_ROD/PIPE-DEPTH: 9.8  meters
 BV1132_SLEEVE-DEPTH  : 6.1 meters
 BV1132
 BV1132  HISTORY     - Date     Condition        Report By
 BV1132  HISTORY     - 1980     MONUMENTED       NGS
 BV1132  HISTORY     - 19910809 GOOD             MSHD
 BV1132
 BV1132                          STATION DESCRIPTION
 BV1132
 BV1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1132'IN BUCKATUNNA.
 BV1132'IN BUCKATUNNA, AT THE BUCKATUNNA HIGH SCHOOL, 41 METERS (135 FEET)
 BV1132'SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 15 METERS (49 FEET)
 BV1132'NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE TO
 BV1132'THE SCHOOL, 0.8 METERS (2.6 FEET) SOUTH OF THE SOUTH EDGE OF A
 BV1132'5 BY 5-FOOT CONCRETE SLAB SUPPORTING A METAL FLAG POLE.
 BV1132'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 BV1132
 BV1132                          STATION RECOVERY (1991)
 BV1132
 BV1132'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1132'THE MARK IS LOCATED JUST SOUTH OF THE FLAG POLE ON THE GROUNDS OF THE
 BV1132'BUCKATUNNA ELEMENTARY SCHOOL, ABOUT 1 BLOCK SOUTHEAST OF THE MAIN
 BV1132'CROSSROAD IN BUCKATUNNA AND IS INN SECTION 30, T 7N, R 5W.
 BV1132'THE MARK IS A STAINLESS STEEL ROD, 2 INCHES BELOW THE TOP OF A DATA
 BV1132'CAP, 136.0 FT (41.5 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 BV1132'SCHOOL, 127.0 FT (38.7 M) EAST OF THE CENTER OF A PAVED ROAD, 97.0 FT
 BV1132'(29.6 M) NORTH OF THE NORTHWEST CORNER OF THE GYM, 48.0 FT (14.6 M)
 BV1132'NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE TO
 BV1132'THE SCHOOL, 14.5 FT (4.4 M) EAST OF THE SOUTHEAST CORNER OF THE BRICK
 BV1132'SCHOOL SIGN AND 3.4 FT (1.0 M) SOUTHEAST OF THE SOUTHWEST CORNER OF
 BV1132'THE CONCRETE BASE OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0962 ***********************************************************************
 CO0962  DESIGNATION -  A 26 RESET
 CO0962  PID         -  CO0962
 CO0962  STATE/COUNTY-  MS/LEAKE
 CO0962  USGS QUAD   -  CONWAY (1989)
 CO0962
 CO0962                         *CURRENT SURVEY CONTROL
 CO0962  ___________________________________________________________________
 CO0962* NAD 83(1986)-  32 47 11.     (N)    089 32 33.     (W)     SCALED    
 CO0962* NAVD 88     -       124.89   (meters)     409.7    (feet)  RESET     
 CO0962  ___________________________________________________________________
 CO0962  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO0962  VERT ORDER  -  THIRD
 CO0962
 CO0962.The horizontal coordinates were scaled from a topographic map and have
 CO0962.an estimated accuracy of +/- 6 seconds.
 CO0962
 CO0962.The orthometric height was computed from unverified reset data.
 CO0962
 CO0962.The geoid height was determined by GEOID03.
 CO0962
 CO0962;                    North         East    Units  Estimated Accuracy
 CO0962;SPC MS E     -   364,570.      233,570.      MT  (+/- 180 meters Scaled)
 CO0962
 CO0962                          SUPERSEDED SURVEY CONTROL
 CO0962
 CO0962  NGVD 29 (??/??/??)  124.90   (m)          409.8    (f) RESET       3  
 CO0962
 CO0962.Superseded values are not recommended for survey control.
 CO0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0962.See file dsdata.txt to determine how the superseded data were derived.
 CO0962
 CO0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB618304(NAD 83)
 CO0962_MARKER: DB = BENCH MARK DISK
 CO0962_SETTING: 0 = UNSPECIFIED SETTING
 CO0962_STAMPING: A26 RESET 1946
 CO0962_MARK LOGO: CGS   
 CO0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0962+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1988
 CO0962
 CO0962  HISTORY     - Date     Condition        Report By
 CO0962  HISTORY     - 1946     MONUMENTED       CGS
 CO0962  HISTORY     - 1964     GOOD             MSHD
 CO0962  HISTORY     - 19880606 GOOD             MSHD
 CO0962
 CO0962                          STATION DESCRIPTION
 CO0962
 CO0962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0962'3.8 MI N FROM CARTHAGE.
 CO0962'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0962'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 3.8 MILES TO THE MARK ON THE
 CO0962'LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 CO0962'CENTER OF THE TOP OF THE WEST END OF A 5-X-4-FOOT CONCRETE CULVERT, 9
 CO0962'FEET BELOW THE LEVEL OF HIGHWAY 35.
 CO0962
 CO0962                          STATION RECOVERY (1988)
 CO0962
 CO0962'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0962'MARK IS LOCATED 5.47 KM (3.40 MI) NORTH OF CARTHAGE IN THE SOUTHEAST
 CO0962'QUARTER OF SECTION 23, T11 N, R7 E.
 CO0962'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0962'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 4.03 KM (2.50 MI) TO THE JUNCTION
 CO0962'OF STATE HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 35 FOR 1.93 KM
 CO0962'(1.20 MI) TO THE MARK ON THE LEFT JUST BEYOND A SIDE ROAD LEFT.
 CO0962'IT IS A STANDARD DISK SET IN A DRILL HOLE 0.64 M (2.1 FT) SOUTH OF THE
 CO0962'NORTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT, 11.73 M
 CO0962'(38.5 FT) WEST OF THE CENTER OF HIGHWAY 35, 0.67 M (2.2 FT) SOUTH OF A
 CO0962'CARSONITE WITNESS POST AND 2.74 M (9.0 FT) BELOW THE LEVEL OF THE
 CO0962'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1416 ***********************************************************************
 DJ1416  DESIGNATION -  A 29
 DJ1416  PID         -  DJ1416
 DJ1416  STATE/COUNTY-  MS/GRENADA
 DJ1416  USGS QUAD   -  GRENADA (1983)
 DJ1416
 DJ1416                         *CURRENT SURVEY CONTROL
 DJ1416  ___________________________________________________________________
 DJ1416* NAD 83(1986)-  33 46 55.     (N)    089 48 08.     (W)     SCALED    
 DJ1416* NAVD 88     -        59.475  (meters)     195.13   (feet)  ADJUSTED  
 DJ1416  ___________________________________________________________________
 DJ1416  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DJ1416  DYNAMIC HT  -          59.415 (meters)     194.93  (feet)  COMP
 DJ1416  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 DJ1416
 DJ1416  VERT ORDER  -  SECOND    CLASS 0
 DJ1416
 DJ1416.The horizontal coordinates were scaled from a topographic map and have
 DJ1416.an estimated accuracy of +/- 6 seconds.
 DJ1416
 DJ1416.The orthometric height was determined by differential leveling
 DJ1416.and adjusted in June 1991.
 DJ1416
 DJ1416.The geoid height was determined by GEOID03.
 DJ1416
 DJ1416.The dynamic height is computed by dividing the NAVD 88
 DJ1416.geopotential number by the normal gravity value computed on the
 DJ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1416.degrees latitude (g = 980.6199 gals.).
 DJ1416
 DJ1416.The modeled gravity was interpolated from observed gravity values.
 DJ1416
 DJ1416;                    North         East    Units  Estimated Accuracy
 DJ1416;SPC MS W     -   474,890.      749,190.      MT  (+/- 180 meters Scaled)
 DJ1416
 DJ1416                          SUPERSEDED SURVEY CONTROL
 DJ1416
 DJ1416  NGVD 29 (??/??/92)   59.480  (m)          195.14   (f) ADJ UNCH    2 0
 DJ1416
 DJ1416.Superseded values are not recommended for survey control.
 DJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1416.See file dsdata.txt to determine how the superseded data were derived.
 DJ1416
 DJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC405415(NAD 83)
 DJ1416_MARKER: DB = BENCH MARK DISK
 DJ1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1416_SP_SET: BUILDING
 DJ1416_STAMPING: A 29 1934
 DJ1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1416
 DJ1416  HISTORY     - Date     Condition        Report By
 DJ1416  HISTORY     - 1934     MONUMENTED       CGS
 DJ1416  HISTORY     - 1973     GOOD             MSHD
 DJ1416  HISTORY     - 1985     GOOD             MSU
 DJ1416
 DJ1416                          STATION DESCRIPTION
 DJ1416
 DJ1416'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1416'IN GRENADA.
 DJ1416'THE MARK IS LOCATED NEAR THE NW CORNER OF THE WEST WING (OLDEST
 DJ1416'STRUCTURE) OF THE U.S. POST OFFICE IN GRENADA ABOUT 1 BLOCK SOUTH OF
 DJ1416'THE CENTER OF TOWN IN THE NE ANGLE OF THE INTERSECTION OF MAIN AND
 DJ1416'SECOND STREET.  IT IS 51 FEET EAST OF THE CENTER OF MAIN STREET, 106
 DJ1416'FEET NORTH OF THE CENTER OF SECOND STREET, 36.5 FEET NORTH OF THE
 DJ1416'CENTER OF THE ENTRANCE TO THE POST OFFICE, 15 FEET NNE OF THE FLAG
 DJ1416'POLE, 39 FEET SSW OF THE NW CORNER OF THE NORTH WING OF THE POST
 DJ1416'OFFICE, 2 FEET SOUTH OF THE NW CORNER OF THE WEST WING OF THE POST
 DJ1416'OFFICE SET VERTICALLY IN THE FACE OF THE WEST WALL OF THE WEST WING OF
 DJ1416'THE POST OFFICE AND IS 4 1/2 FEET ABOVE THE GROUND.
 DJ1416
 DJ1416                          STATION RECOVERY (1985)
 DJ1416
 DJ1416'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 DJ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0006 ***********************************************************************
 EG0006  DESIGNATION -  A 3
 EG0006  PID         -  EG0006
 EG0006  STATE/COUNTY-  MS/ALCORN
 EG0006  USGS QUAD   -  KENDRICK (1991)
 EG0006
 EG0006                         *CURRENT SURVEY CONTROL
 EG0006  ___________________________________________________________________
 EG0006* NAD 83(1986)-  34 53 02.     (N)    088 26 45.     (W)     SCALED    
 EG0006* NAVD 88     -       164.225  (meters)     538.79   (feet)  POSTED    
 EG0006  ___________________________________________________________________
 EG0006  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0006  DYNAMIC HT  -         164.070 (meters)     538.29  (feet)  COMP
 EG0006  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EG0006
 EG0006  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EG0006
 EG0006.The horizontal coordinates were scaled from a topographic map and have
 EG0006.an estimated accuracy of +/- 6 seconds.
 EG0006
 EG0006.The orthometric height was determined by differential leveling
 EG0006.and adjusted by the  in 1992.
 EG0006.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EG0006.rate of 2.1 thru 3.0 mm/km.
 EG0006
 EG0006.The geoid height was determined by GEOID03.
 EG0006
 EG0006.The dynamic height is computed by dividing the NAVD 88
 EG0006.geopotential number by the normal gravity value computed on the
 EG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0006.degrees latitude (g = 980.6199 gals.).
 EG0006
 EG0006.The modeled gravity was interpolated from observed gravity values.
 EG0006
 EG0006;                    North         East    Units  Estimated Accuracy
 EG0006;SPC MS E     -   597,060.      335,420.      MT  (+/- 180 meters Scaled)
 EG0006
 EG0006                          SUPERSEDED SURVEY CONTROL
 EG0006
 EG0006  NGVD 29 (??/??/92)  164.243  (m)          538.85   (f) ADJ UNCH    1 2
 EG0006
 EG0006.Superseded values are not recommended for survey control.
 EG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0006.See file dsdata.txt to determine how the superseded data were derived.
 EG0006
 EG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD678611(NAD 83)
 EG0006_MARKER: Q = CHISELED SQUARE
 EG0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0006_SP_SET: CULVERT
 EG0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0006
 EG0006  HISTORY     - Date     Condition        Report By
 EG0006  HISTORY     - UNK      MONUMENTED       CGS
 EG0006  HISTORY     - 1962     GOOD             MSHD
 EG0006  HISTORY     - 1978     GOOD             MSHD
 EG0006  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0006
 EG0006                          STATION DESCRIPTION
 EG0006
 EG0006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0006'6.0 MI SE FROM CORINTH.
 EG0006'THE MARK IS LOCATED ABOUT 6.0 MILES SOUTHEAST ALONG THE SOUTHERN
 EG0006'RAILWAY FROM THE STATION AT CORINTH, ABOUT 0.3 MILE NORTHWEST OF A
 EG0006'HIGH WOODEN OVERPASS AND ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 453. THE
 EG0006'MARK IS A CHISELED SQUARE IN THE TOP OF THE NORTHWEST END OF THE
 EG0006'NORTHEAST HEAD WALL, 8 INCHES FROM THE NORTHEAST EDGE AND 16 INCHES
 EG0006'FROM THE NORTHWEST EDGE, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 EG0006'LETTERS U.S.B.M.
 EG0006
 EG0006                          STATION RECOVERY (1978)
 EG0006
 EG0006'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0006'THE MARK IS LOCATED 5.5 MILES SOUTHEAST OF CORINTH ABOUT 0.35 MILE
 EG0006'NORTHWEST OF THE OVERPASS AT STRICKLAND ABOUT 0.1 MILE SOUTHEAST OF
 EG0006'MILEPOST 453 AND IS IN THE NORTHWEST 1/4 OF SECTION 27, T 2S, R 8E.
 EG0006'IT IS 26 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET SOUTHEAST OF
 EG0006'THE NORTHWEST END OF THE HEADWALL, 0.6 FEET SOUTHWEST OF THE
 EG0006'NORTHEAST EDGE OF THE HEADWALL AND IS CHISELED SQUARE HOLE IN THE
 EG0006'NORTHWEST END OF THE NORTHEAST HEADWALL OF A STONE CULVERT AND IS
 EG0006'ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK. TO REACH FROM THE
 EG0006'JUNCTION OF U.S. HIGHWAY BUSINESS ROUTE LEADING NORTHWEST INTO
 EG0006'CORINTH GO SOUTHEAST ON U.S. HIGHWAY 72 FOR 3.7 MILES TO A SIDE ROAD
 EG0006'RIGHT. CONTINUE SOUTHEAST ON U.S. HIGHWAY 72 FOR 1.3 MILES TO A POINT
 EG0006'WHERE THE RAILROAD TRACK IS LEADING AWAY FROM THE HIGHWAY. THENCE
 EG0006'NORTHWEST ALONG THE RAILROAD TRACK FOR ABOUT 0.15 MILE TO THE MARK ON
 EG0006'THE RIGHT.
 EG0006
 EG0006                          STATION RECOVERY (1982)
 EG0006
 EG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0006'NOT RECOVERED, CONCRETE HEADWALL FOUND IN AREA BUT SQUARE HOLE IN
 EG0006'HEADWALL NOT RECOVERED, POSSIBLY COVERED OVER WHEN RAILROAD WAS
 EG0006'RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0319 ***********************************************************************
 EH0319  DESIGNATION -  A 30
 EH0319  PID         -  EH0319
 EH0319  STATE/COUNTY-  MS/PANOLA
 EH0319  USGS QUAD   -  ASA (1983)
 EH0319
 EH0319                         *CURRENT SURVEY CONTROL
 EH0319  ___________________________________________________________________
 EH0319* NAD 83(1986)-  34 17 43.     (N)    090 00 37.     (W)     SCALED    
 EH0319* NAVD 88     -        63.690  (meters)     208.96   (feet)  ADJUSTED  
 EH0319  ___________________________________________________________________
 EH0319  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0319  DYNAMIC HT  -          63.629 (meters)     208.76  (feet)  COMP
 EH0319  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EH0319
 EH0319  VERT ORDER  -  SECOND    CLASS 0
 EH0319
 EH0319.The horizontal coordinates were scaled from a topographic map and have
 EH0319.an estimated accuracy of +/- 6 seconds.
 EH0319
 EH0319.The orthometric height was determined by differential leveling
 EH0319.and adjusted in June 1991.
 EH0319
 EH0319.The geoid height was determined by GEOID03.
 EH0319
 EH0319.The dynamic height is computed by dividing the NAVD 88
 EH0319.geopotential number by the normal gravity value computed on the
 EH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0319.degrees latitude (g = 980.6199 gals.).
 EH0319
 EH0319.The modeled gravity was interpolated from observed gravity values.
 EH0319
 EH0319;                    North         East    Units  Estimated Accuracy
 EH0319;SPC MS W     -   531,750.      729,740.      MT  (+/- 180 meters Scaled)
 EH0319
 EH0319                          SUPERSEDED SURVEY CONTROL
 EH0319
 EH0319  NGVD 29 (??/??/??)   63.707  (m)          209.01   (f) ADJUSTED    2 0
 EH0319
 EH0319.Superseded values are not recommended for survey control.
 EH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0319.See file dsdata.txt to determine how the superseded data were derived.
 EH0319
 EH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT751989(NAD 83)
 EH0319_MARKER: DB = BENCH MARK DISK
 EH0319_SETTING: 0 = UNSPECIFIED SETTING
 EH0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0319
 EH0319  HISTORY     - Date     Condition        Report By
 EH0319  HISTORY     - 1934     MONUMENTED       CGS
 EH0319  HISTORY     - 1967     MARK NOT FOUND   MSHD
 EH0319  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0319  HISTORY     - 20080122 MARK NOT FOUND   MSDOT
 EH0319
 EH0319                          STATION DESCRIPTION
 EH0319
 EH0319'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EH0319'4.1 MI SW FROM BATESVILLE.
 EH0319'THE MARK IS LOCATED 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 EH0319'COURTHOUSE AT BATESVILLE, AT THE JUNCTION OF A ROAD LEADING SOUTH, 75
 EH0319'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 60 FEET EAST OF THE CENTER
 EH0319'OF THE ROAD.
 EH0319
 EH0319                          STATION RECOVERY (1979)
 EH0319
 EH0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0319'MARK NOT FOUND.
 EH0319
 EH0319                          STATION RECOVERY (2008)
 EH0319
 EH0319'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1085 ***********************************************************************
 EG1085  DESIGNATION -  A 31
 EG1085  PID         -  EG1085
 EG1085  STATE/COUNTY-  MS/YALOBUSHA
 EG1085  USGS QUAD   -  WATER VALLEY WEST (1983)
 EG1085
 EG1085                         *CURRENT SURVEY CONTROL
 EG1085  ___________________________________________________________________
 EG1085* NAD 83(1986)-  34 09 14.     (N)    089 37 52.     (W)     SCALED    
 EG1085* NAVD 88     -        90.961  (meters)     298.43   (feet)  ADJUSTED  
 EG1085  ___________________________________________________________________
 EG1085  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EG1085  DYNAMIC HT  -          90.871 (meters)     298.13  (feet)  COMP
 EG1085  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 EG1085
 EG1085  VERT ORDER  -  SECOND    CLASS 0
 EG1085
 EG1085.The horizontal coordinates were scaled from a topographic map and have
 EG1085.an estimated accuracy of +/- 6 seconds.
 EG1085
 EG1085.The orthometric height was determined by differential leveling
 EG1085.and adjusted in June 1991.
 EG1085
 EG1085.The geoid height was determined by GEOID03.
 EG1085
 EG1085.The dynamic height is computed by dividing the NAVD 88
 EG1085.geopotential number by the normal gravity value computed on the
 EG1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1085.degrees latitude (g = 980.6199 gals.).
 EG1085
 EG1085.The modeled gravity was interpolated from observed gravity values.
 EG1085
 EG1085;                    North         East    Units  Estimated Accuracy
 EG1085;SPC MS W     -   516,240.      764,760.      MT  (+/- 180 meters Scaled)
 EG1085
 EG1085                          SUPERSEDED SURVEY CONTROL
 EG1085
 EG1085  NGVD 29 (??/??/92)   90.952  (m)          298.40   (f) ADJ UNCH    2 0
 EG1085
 EG1085.Superseded values are not recommended for survey control.
 EG1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1085.See file dsdata.txt to determine how the superseded data were derived.
 EG1085
 EG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC574823(NAD 83)
 EG1085_MARKER: DB = BENCH MARK DISK
 EG1085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1085_SP_SET: STEPS
 EG1085_STAMPING: A-31 1934
 EG1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1085
 EG1085  HISTORY     - Date     Condition        Report By
 EG1085  HISTORY     - 1934     MONUMENTED       CGS
 EG1085  HISTORY     - 1974     GOOD             MSHD
 EG1085  HISTORY     - 1985     GOOD             MSU
 EG1085
 EG1085                          STATION DESCRIPTION
 EG1085
 EG1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1085'IN WATER VALLEY.
 EG1085'AT THE U.S. POST OFFICE.  SET IN THE CENTER OF THE NORTH BANNISTER OF
 EG1085'THE STEPS AT THE FRONT (EAST) ENTRANCE TO THE BUILDING.  7 FEET NORTH
 EG1085'OF THE DOOR AND 2 FEET FROM THE BUILDING.
 EG1085
 EG1085                          STATION RECOVERY (1974)
 EG1085
 EG1085'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG1085'THE MARK IS LOCATED IN THE NORTH CONCRETE BANISTER OF THE POST OFFICE
 EG1085'IN WATER VALLEY LOCATED IN THE NW ANGLE OF THE JUNCTION OF CHURCH AND
 EG1085'MAIN STREET. IT IS 48 FEET WEST OF THE CENTER OF MAIN STREET, 96 FEET
 EG1085'NORTH OF THE CENTER OF CHURCH STREET, 54 FEET NORTH OF THE FLAG POLE,
 EG1085'14 FEET SOUTH OF THE NE CORNER OF THE POST OFFICE, 2 FEET EAST OF THE
 EG1085'EAST WALL, 8.5 FEET NORTH OF THE CENTER OF THE ENTRANCE SET IN A
 EG1085'DRILL HOLE IN THE CENTER OF THE NORTH CONCRETE BANISTER AT THE
 EG1085'ENTRANCE TO THE POST OFFICE AND IS ABOUT 5 FEET ABOVE THE GROUND.
 EG1085
 EG1085                          STATION RECOVERY (1985)
 EG1085
 EG1085'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 EG1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1004 ***********************************************************************
 EG1004  DESIGNATION -  A 32
 EG1004  PID         -  EG1004
 EG1004  STATE/COUNTY-  MS/MARSHALL
 EG1004  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1004
 EG1004                         *CURRENT SURVEY CONTROL
 EG1004  ___________________________________________________________________
 EG1004* NAD 83(1986)-  34 46 04.     (N)    089 26 00.     (W)     SCALED    
 EG1004* NAVD 88     -       183.789  (meters)     602.98   (feet)  ADJUSTED  
 EG1004  ___________________________________________________________________
 EG1004  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1004  DYNAMIC HT  -         183.610 (meters)     602.39  (feet)  COMP
 EG1004  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EG1004
 EG1004  VERT ORDER  -  SECOND    CLASS 0
 EG1004
 EG1004.The horizontal coordinates were scaled from a topographic map and have
 EG1004.an estimated accuracy of +/- 6 seconds.
 EG1004
 EG1004.The orthometric height was determined by differential leveling
 EG1004.and adjusted in June 1991.
 EG1004.WARNING-Repeat measurements at this control monument indicate possible
 EG1004.vertical movement.
 EG1004
 EG1004.The geoid height was determined by GEOID03.
 EG1004
 EG1004.The dynamic height is computed by dividing the NAVD 88
 EG1004.geopotential number by the normal gravity value computed on the
 EG1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1004.degrees latitude (g = 980.6199 gals.).
 EG1004
 EG1004.The modeled gravity was interpolated from observed gravity values.
 EG1004
 EG1004;                    North         East    Units  Estimated Accuracy
 EG1004;SPC MS E     -   584,280.      245,080.      MT  (+/- 180 meters Scaled)
 EG1004
 EG1004                          SUPERSEDED SURVEY CONTROL
 EG1004
 EG1004  NGVD 29 (??/??/92)  183.727  (m)          602.78   (f) ADJ UNCH    2 0
 EG1004
 EG1004.Superseded values are not recommended for survey control.
 EG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1004.See file dsdata.txt to determine how the superseded data were derived.
 EG1004
 EG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773499(NAD 83)
 EG1004_MARKER: DB = BENCH MARK DISK
 EG1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1004_SP_SET: BUILDING
 EG1004_STAMPING: A 32 (1934)
 EG1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1004+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG1004
 EG1004  HISTORY     - Date     Condition        Report By
 EG1004  HISTORY     - 1934     MONUMENTED       CGS
 EG1004  HISTORY     - 1966     GOOD             MSHD
 EG1004  HISTORY     - 20030915 GOOD             USACE
 EG1004  HISTORY     - 20050707 GOOD             GEOCAC
 EG1004  HISTORY     - 20080429 GOOD             MSDOT
 EG1004
 EG1004                          STATION DESCRIPTION
 EG1004
 EG1004'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1004'IN HOLLY SPRINGS.
 EG1004'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON
 EG1004'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN LEFT
 EG1004'AND CONTINUE EAST ON HIGHWAY 78 FOR 0.65 MILE TO A FORK, TAKE THE LEFT
 EG1004'FORK AND CONTINUE EAST ON EAST VANDORN AVENUE FOR 0.25 MILE TO THE OLD
 EG1004'DEPOT AND THE MARK ON THE LEFT IN THE EAST BRICK WALL.  IT IS 64 FEET
 EG1004'NORTH OF THE CENTER OF EAST VANDORN AVENUE, 7 FEET SOUTH OF THE SOUTH
 EG1004'WALL OF THE OLD OFFICE, 4.5 FEET ABOVE THE BRICK PLATFORM, AND 2 FEET
 EG1004'NORTH OF THE DOOR TO THE OLD WAITING ROOM.
 EG1004
 EG1004                          STATION RECOVERY (2003)
 EG1004
 EG1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1004'RECOVERED IN GOOD CONDITION.
 EG1004
 EG1004                          STATION RECOVERY (2005)
 EG1004
 EG1004'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 EG1004'RECOVERED IN GOOD CONDITION.
 EG1004
 EG1004                          STATION RECOVERY (2008)
 EG1004
 EG1004'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1045 ***********************************************************************
 EG1045  DESIGNATION -  A 33
 EG1045  PID         -  EG1045
 EG1045  STATE/COUNTY-  MS/LAFAYETTE
 EG1045  USGS QUAD   -  YOCONA (1980)
 EG1045
 EG1045                         *CURRENT SURVEY CONTROL
 EG1045  ___________________________________________________________________
 EG1045* NAD 83(1986)-  34 16 40.     (N)    089 24 25.     (W)     SCALED    
 EG1045* NAVD 88     -        99.018  (meters)     324.86   (feet)  ADJUSTED  
 EG1045  ___________________________________________________________________
 EG1045  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EG1045  DYNAMIC HT  -          98.920 (meters)     324.54  (feet)  COMP
 EG1045  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 EG1045
 EG1045  VERT ORDER  -  SECOND    CLASS 0
 EG1045
 EG1045.The horizontal coordinates were scaled from a topographic map and have
 EG1045.an estimated accuracy of +/- 6 seconds.
 EG1045
 EG1045.The orthometric height was determined by differential leveling
 EG1045.and adjusted in June 1991.
 EG1045
 EG1045.The geoid height was determined by GEOID03.
 EG1045
 EG1045.The dynamic height is computed by dividing the NAVD 88
 EG1045.geopotential number by the normal gravity value computed on the
 EG1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1045.degrees latitude (g = 980.6199 gals.).
 EG1045
 EG1045.The modeled gravity was interpolated from observed gravity values.
 EG1045
 EG1045;                    North         East    Units  Estimated Accuracy
 EG1045;SPC MS E     -   529,910.      247,180.      MT  (+/- 180 meters Scaled)
 EG1045
 EG1045                          SUPERSEDED SURVEY CONTROL
 EG1045
 EG1045  NGVD 29 (??/??/92)   98.985  (m)          324.75   (f) ADJ UNCH    2 0
 EG1045
 EG1045.Superseded values are not recommended for survey control.
 EG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1045.See file dsdata.txt to determine how the superseded data were derived.
 EG1045
 EG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC784955(NAD 83)
 EG1045_MARKER: DB = BENCH MARK DISK
 EG1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1045_SP_SET: CULVERT
 EG1045_STAMPING: A-33 1934
 EG1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1045+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 EG1045
 EG1045  HISTORY     - Date     Condition        Report By
 EG1045  HISTORY     - 1934     MONUMENTED       CGS
 EG1045  HISTORY     - 1977     GOOD             MSHD
 EG1045  HISTORY     - 20080123 GOOD             MSDOT
 EG1045
 EG1045                          STATION DESCRIPTION
 EG1045
 EG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1045'10.2 MI SE FROM OXFORD.
 EG1045'ALONG STATE HIGHWAY NO. 6 AT 20 FOOT CONCRETE BOX BRIDGE CENTERWAY OF
 EG1045'GRADED ROAD ACROSS BROAD FLAT.  SET IN SOUTHWEST END OF THE NORTHEAST
 EG1045'CONCRETE WINGWALL.
 EG1045
 EG1045                          STATION RECOVERY (1977)
 EG1045
 EG1045'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1045'THE MARK IS LOCATED 8.6 MILES SOUTHEAST OF OXFORD IN A CONCRETE
 EG1045'BRIDGE, 3.1 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 331 AND STATE
 EG1045'HIGHWAY 334 IN THE SOUTHEAST 1/4 OF SECTION 21, T 9S, R 2W. IT IS 12
 EG1045'FEET NORTH OF THE CENTER OF HIGHWAY 334, 1 FOOT NORTHWEST OF A METAL
 EG1045'WITNESS POST SET IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST END OF
 EG1045'THE NORTHEAST WINGWALL OF A 20 FOOT CONCRETE BRIDGE AND IS ABOUT
 EG1045'LEVEL WITH THE HIGHWAY. TO REACH FROM THE COURTHOUSE IN OXFORD GO
 EG1045'SOUTH ON LAMAR STREET FOR 0.15 MILE TO THE INTERSECTION OF UNIVERSITY
 EG1045'AVENUE. TURN LEFT AND GO EAST ON UNIVERSITY AVENUE FOR 1.15 MILES TO
 EG1045'THE JUNCTION OF STATE HIGHWAY 334. TURN RIGHT AND GO SOUTH ON STATE
 EG1045'HIGHWAY 334 FOR 8.7 MILES TO A SIDE ROAD RIGHT. CONTINUE EAST ON
 EG1045'STATE HIGHWAY 334 FOR 0.3 MILE TO THE BRIDGE AND THE MARK ON THE
 EG1045'LEFT.
 EG1045
 EG1045                          STATION RECOVERY (2008)
 EG1045
 EG1045'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0652 ***********************************************************************
 EG0652  DESIGNATION -  A 34 RESET 1951
 EG0652  PID         -  EG0652
 EG0652  STATE/COUNTY-  MS/LEE
 EG0652  USGS QUAD   -  TUPELO (1982)
 EG0652
 EG0652                         *CURRENT SURVEY CONTROL
 EG0652  ___________________________________________________________________
 EG0652* NAD 83(1986)-  34 15 20.     (N)    088 44 42.     (W)     SCALED    
 EG0652* NAVD 88     -        96.82   (+/-2cm)     317.7    (feet)  VERTCON   
 EG0652  ___________________________________________________________________
 EG0652  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0652  VERT ORDER  -  THIRD (See Below)
 EG0652
 EG0652.The horizontal coordinates were scaled from a topographic map and have
 EG0652.an estimated accuracy of +/- 6 seconds.
 EG0652
 EG0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG0652.The vertical order pertains to the NGVD 29 superseded value.
 EG0652
 EG0652.The geoid height was determined by GEOID03.
 EG0652
 EG0652;                    North         East    Units  Estimated Accuracy
 EG0652;SPC MS E     -   527,300.      308,140.      MT  (+/- 180 meters Scaled)
 EG0652
 EG0652                          SUPERSEDED SURVEY CONTROL
 EG0652
 EG0652  NGVD 29 (??/??/??)   96.78   (m)          317.5    (f) RESET       3  
 EG0652
 EG0652.Superseded values are not recommended for survey control.
 EG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0652.See file dsdata.txt to determine how the superseded data were derived.
 EG0652
 EG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC393918(NAD 83)
 EG0652_MARKER: DD = SURVEY DISK
 EG0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0652_STAMPING: A 34 1934 RESET 1951 318
 EG0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0652+STABILITY: SURFACE MOTION
 EG0652
 EG0652  HISTORY     - Date     Condition        Report By
 EG0652  HISTORY     - 1951     MONUMENTED       USGS
 EG0652  HISTORY     - 1973     GOOD             NGS
 EG0652
 EG0652                          STATION DESCRIPTION
 EG0652
 EG0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EG0652'IN TUPELO.
 EG0652'1.7 MILES W ALONG MISS. HWY. 6 FROM THE FEDERAL BLDG. AND POST OFFICE
 EG0652'AT TUPELO, 126.4 FEET ESE OF THE NE CORNER OF THE TUPELO BATTLEFIELD
 EG0652'MEMORIAL MONUMENT, 161.6 FEET E OF FLAGPOLE, 60.5 FEET S OF THE
 EG0652'CENTERLINE OF MISS. HWY. 6, AND 2 FEET W OF A HEDGE ALONG THE EAST
 EG0652'SIDE OF THE PARK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED A
 EG0652'34 RESET 1951 318 AND SET IN A 12 INCH ROUND CONCRETE POST PROJECTING
 EG0652'5 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1328 ***********************************************************************
 EG1328  DESIGNATION -  A 342
 EG1328  PID         -  EG1328
 EG1328  STATE/COUNTY-  MS/TISHOMINGO
 EG1328  USGS QUAD   -  MARGERUM (1984)
 EG1328
 EG1328                         *CURRENT SURVEY CONTROL
 EG1328  ___________________________________________________________________
 EG1328* NAD 83(1986)-  34 45 55.     (N)    088 06 51.     (W)     SCALED    
 EG1328* NAVD 88     -       161.281  (meters)     529.14   (feet)  ADJUSTED  
 EG1328  ___________________________________________________________________
 EG1328  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1328  DYNAMIC HT  -         161.126 (meters)     528.63  (feet)  COMP
 EG1328  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 EG1328
 EG1328  VERT ORDER  -  FIRST     CLASS II
 EG1328
 EG1328.The horizontal coordinates were scaled from a topographic map and have
 EG1328.an estimated accuracy of +/- 6 seconds.
 EG1328
 EG1328.The orthometric height was determined by differential leveling
 EG1328.and adjusted in June 1991.
 EG1328
 EG1328.The geoid height was determined by GEOID03.
 EG1328
 EG1328.The dynamic height is computed by dividing the NAVD 88
 EG1328.geopotential number by the normal gravity value computed on the
 EG1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1328.degrees latitude (g = 980.6199 gals.).
 EG1328
 EG1328.The modeled gravity was interpolated from observed gravity values.
 EG1328
 EG1328;                    North         East    Units  Estimated Accuracy
 EG1328;SPC MS E     -   584,070.      365,840.      MT  (+/- 180 meters Scaled)
 EG1328
 EG1328                          SUPERSEDED SURVEY CONTROL
 EG1328
 EG1328.No superseded survey control is available for this station.
 EG1328
 EG1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD980475(NAD 83)
 EG1328_MARKER: I = METAL ROD
 EG1328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1328_SP_SET: STAINLESS STEEL ROD
 EG1328_STAMPING: A 342 1983
 EG1328_MARK LOGO: NGS   
 EG1328_PROJECTION: FLUSH
 EG1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1328_ROD/PIPE-DEPTH: 5.4  meters
 EG1328
 EG1328  HISTORY     - Date     Condition        Report By
 EG1328  HISTORY     - 1983     MONUMENTED       NGS
 EG1328
 EG1328                          STATION DESCRIPTION
 EG1328
 EG1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1328'10.1 KM (6.25 MI) EAST FROM IUKA.
 EG1328'10.1 KM (6.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1328'STATE HIGHWAY 25 IN IUKA, SET AT A MARBLE MONUMENT MARKING THE STATE
 EG1328'BOUNDARY, 36.79 METERS (120.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 EG1328'THE WESTBOUND LANE OF THE HIGHWAY (EASTBOUND LANE NOT COMPLETED AT
 EG1328'THIS TIME), AND 2.01 METERS (6.6 FT) WEST OF THE MARBLE BOUNDARY
 EG1328'MONUMENT.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EG1328'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1354 ***********************************************************************
 EG1354  DESIGNATION -  A 343
 EG1354  PID         -  EG1354
 EG1354  STATE/COUNTY-  MS/ALCORN
 EG1354  USGS QUAD   -  CORINTH (1982)
 EG1354
 EG1354                         *CURRENT SURVEY CONTROL
 EG1354  ___________________________________________________________________
 EG1354* NAD 83(1986)-  34 55 18.     (N)    088 30 54.     (W)     SCALED    
 EG1354* NAVD 88     -       130.511  (meters)     428.18   (feet)  ADJUSTED  
 EG1354  ___________________________________________________________________
 EG1354  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1354  DYNAMIC HT  -         130.386 (meters)     427.77  (feet)  COMP
 EG1354  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG1354
 EG1354  VERT ORDER  -  FIRST     CLASS II
 EG1354
 EG1354.The horizontal coordinates were scaled from a topographic map and have
 EG1354.an estimated accuracy of +/- 6 seconds.
 EG1354
 EG1354.The orthometric height was determined by differential leveling
 EG1354.and adjusted in June 1991.
 EG1354
 EG1354.The geoid height was determined by GEOID03.
 EG1354
 EG1354.The dynamic height is computed by dividing the NAVD 88
 EG1354.geopotential number by the normal gravity value computed on the
 EG1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1354.degrees latitude (g = 980.6199 gals.).
 EG1354
 EG1354.The modeled gravity was interpolated from observed gravity values.
 EG1354
 EG1354;                    North         East    Units  Estimated Accuracy
 EG1354;SPC MS E     -   601,230.      329,090.      MT  (+/- 180 meters Scaled)
 EG1354
 EG1354                          SUPERSEDED SURVEY CONTROL
 EG1354
 EG1354.No superseded survey control is available for this station.
 EG1354
 EG1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD616654(NAD 83)
 EG1354_MARKER: I = METAL ROD
 EG1354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1354_SP_SET: STAINLESS STEEL ROD
 EG1354_STAMPING: A 343 1983
 EG1354_MARK LOGO: NGS   
 EG1354_PROJECTION: FLUSH
 EG1354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1354_ROD/PIPE-DEPTH: 8.53 meters
 EG1354
 EG1354  HISTORY     - Date     Condition        Report By
 EG1354  HISTORY     - 1983     MONUMENTED       NGS
 EG1354  HISTORY     - 19970501 GOOD             USE
 EG1354
 EG1354                          STATION DESCRIPTION
 EG1354
 EG1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1354'3.2 KM (2.0 MI) EAST FROM CORINTH.
 EG1354'3.2 KM (2.0 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF U.S.
 EG1354'HIGHWAY 45 IN CORINTH, AT THE JUNCTION OF BUSINESS ROUTE 45 NORTH AND
 EG1354'BY A POWERLINE POLE, 33.22 METERS (109.0 FT) NORTH-NORTHEAST OF THE
 EG1354'CENTERLINE OF U.S. HIGHWAY 72, 28.80 METERS (94.5 FT) WEST OF THE
 EG1354'CENTERLINE OF BUSINESS ROUTE 45, 12.65 METERS (41.5 FT)
 EG1354'NORTH-NORTHEAST OF A POWERLINE POLE WITH A LARGE BRACE POLE, AND
 EG1354'1.37 METERS (4.5 FT) EAST OF A POWERLINE POLE WITH TRANSFORMER.  NOTE,
 EG1354'ROD WAS DRIVEN TO REFUSAL.
 EG1354'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EG1354'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EG1354
 EG1354                          STATION RECOVERY (1997)
 EG1354
 EG1354'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 EG1354'BUSINESS RT 45 NORTH IS CASS ST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1333 ***********************************************************************
 EG1333  DESIGNATION -  A 344
 EG1333  PID         -  EG1333
 EG1333  STATE/COUNTY-  MS/TISHOMINGO
 EG1333  USGS QUAD   -  IUKA (1984)
 EG1333
 EG1333                         *CURRENT SURVEY CONTROL
 EG1333  ___________________________________________________________________
 EG1333* NAD 83(1986)-  34 48 26.     (N)    088 10 58.     (W)     SCALED    
 EG1333* NAVD 88     -       174.939  (meters)     573.95   (feet)  ADJUSTED  
 EG1333  ___________________________________________________________________
 EG1333  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1333  DYNAMIC HT  -         174.772 (meters)     573.40  (feet)  COMP
 EG1333  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EG1333
 EG1333  VERT ORDER  -  FIRST     CLASS II
 EG1333
 EG1333.The horizontal coordinates were scaled from a topographic map and have
 EG1333.an estimated accuracy of +/- 6 seconds.
 EG1333
 EG1333.The orthometric height was determined by differential leveling
 EG1333.and adjusted in June 1991.
 EG1333
 EG1333.The geoid height was determined by GEOID03.
 EG1333
 EG1333.The dynamic height is computed by dividing the NAVD 88
 EG1333.geopotential number by the normal gravity value computed on the
 EG1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1333.degrees latitude (g = 980.6199 gals.).
 EG1333
 EG1333.The modeled gravity was interpolated from observed gravity values.
 EG1333
 EG1333;                    North         East    Units  Estimated Accuracy
 EG1333;SPC MS E     -   588,680.      359,520.      MT  (+/- 180 meters Scaled)
 EG1333
 EG1333                          SUPERSEDED SURVEY CONTROL
 EG1333
 EG1333.No superseded survey control is available for this station.
 EG1333
 EG1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD918523(NAD 83)
 EG1333_MARKER: I = METAL ROD
 EG1333_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EG1333_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EG1333_STAMPING: A 344 1983
 EG1333_MARK LOGO: NGS   
 EG1333_PROJECTION: RECESSED 3 CENTIMETERS
 EG1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1333+STABILITY: POSITION/ELEVATION WELL
 EG1333_ROD/PIPE-DEPTH: 14.0 meters
 EG1333_SLEEVE-DEPTH  : 5.79 meters
 EG1333
 EG1333  HISTORY     - Date     Condition        Report By
 EG1333  HISTORY     - 1983     MONUMENTED       NGS
 EG1333
 EG1333                          STATION DESCRIPTION
 EG1333
 EG1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1333'IN IUKA.
 EG1333'IN IUKA, AT THE MISSISSIPPI NATIONAL GUARD ARMORY LOCATED AT THE
 EG1333'JUNCTION OF U.S. HIGHWAY 72 AND SPRING STREET, SET IN THE FRONT LAWN,
 EG1333'36.27 METERS (119.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EG1333'5.02 METERS (16.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 EG1333'BUILDING, 6.55 METERS (21.5 FT) WEST OF THE SOUTHWEST CORNER OF
 EG1333'BUILDING AT A POINT WHERE IT MAKES AN ANGLE AT THE MAIN ENTRANCE,
 EG1333'5.48 METERS (18.0 FT) WEST-NORTHWEST OF THE EXTENDED CENTER OF TWO
 EG1333'DOORS AT MAIN ENTRANCE, 3.96 METERS (13.0 FT) WEST OF THE WEST EDGE OF
 EG1333'THE SIDEWALK LEADING TO ENTRANCE, 0.91 METERS (3.0 FT) NORTH OF THE
 EG1333'NORTH EDGE OF AN EAST-WEST SIDEWALK IN FRONT OF BUILDING, 3.44 METERS
 EG1333'(11.3 FT) SOUTH OF THE SOUTH FACE OF THE MAIN BUILDING, AND
 EG1333'33.83 METERS (111.0 FT) NORTHEAST OF A LIGHT POLE.
 EG1333'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2528 ***********************************************************************
 EH2528  DESIGNATION -  A 345
 EH2528  PID         -  EH2528
 EH2528  STATE/COUNTY-  MS/COAHOMA
 EH2528  USGS QUAD   -  MOON LAKE (1964)
 EH2528
 EH2528                         *CURRENT SURVEY CONTROL
 EH2528  ___________________________________________________________________
 EH2528* NAD 83(1993)-  34 28 15.05230(N)    090 33 23.28463(W)     NO CHECK  
 EH2528* NAVD 88     -        63.776  (meters)     209.24   (feet)  ADJUSTED  
 EH2528  ___________________________________________________________________
 EH2528  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2528  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2528  DYNAMIC HT  -          63.714 (meters)     209.03  (feet)  COMP
 EH2528  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EH2528
 EH2528  HORZ ORDER  -  SECOND
 EH2528  VERT ORDER  -  FIRST     CLASS II
 EH2528
 EH2528.The horizontal coordinates were established by classical geodetic methods
 EH2528.and adjusted by the National Geodetic Survey in May 1994.
 EH2528.No horizontal observational check was made to the station.
 EH2528
 EH2528.The orthometric height was determined by differential leveling
 EH2528.and adjusted in June 1991.
 EH2528
 EH2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2528
 EH2528.The geoid height was determined by GEOID03.
 EH2528
 EH2528.The dynamic height is computed by dividing the NAVD 88
 EH2528.geopotential number by the normal gravity value computed on the
 EH2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2528.degrees latitude (g = 980.6199 gals.).
 EH2528
 EH2528.The modeled gravity was interpolated from observed gravity values.
 EH2528
 EH2528;                    North         East     Units Scale Factor Converg.
 EH2528;SPC MS W     -   551,196.773   679,501.196   MT  0.99995518   -0 07 34.7
 EH2528;SPC MS W     - 1,808,384.75  2,229,330.17   sFT  0.99995518   -0 07 34.7
 EH2528;SPC AR S     -   601,043.551   532,608.717   MT  0.99994740   +0 48 28.6
 EH2528;SPC AR S     - 1,971,923.72  1,747,400.43   sFT  0.99994740   +0 48 28.6
 EH2528;UTM  15      - 3,817,074.249   724,426.874   MT  1.00022087   +1 23 00.9
 EH2528
 EH2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2528!SPC MS W     -   0.99999421  x   0.99995518  =   0.99994939
 EH2528!SPC AR S     -   0.99999421  x   0.99994740  =   0.99994161
 EH2528!UTM  15      -   0.99999421  x   1.00022087  =   1.00021507
 EH2528
 EH2528                          SUPERSEDED SURVEY CONTROL
 EH2528
 EH2528  NAD 83(1986)-  34 28 15.06089(N)    090 33 23.28348(W) AD(       ) 2
 EH2528  NAD 27      -  34 28 14.68810(N)    090 33 22.91271(W) AD(       ) 2
 EH2528  NGVD 29 (??/??/??)   63.820  (m)          209.38   (f) ADJUSTED    1 2
 EH2528
 EH2528.Superseded values are not recommended for survey control.
 EH2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2528.See file dsdata.txt to determine how the superseded data were derived.
 EH2528
 EH2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2442717074(NAD 83)
 EH2528_MARKER: I = METAL ROD
 EH2528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2528_SP_SET: STAINLESS STEEL ROD
 EH2528_STAMPING: A 345 1983
 EH2528_MARK LOGO: NGS   
 EH2528_PROJECTION: FLUSH
 EH2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2528_ROD/PIPE-DEPTH: 31.7 meters
 EH2528
 EH2528  HISTORY     - Date     Condition        Report By
 EH2528  HISTORY     - 1983     MONUMENTED       NGS
 EH2528  HISTORY     - 1984     GOOD             NGS
 EH2528  HISTORY     - 1984     GOOD             NGS
 EH2528  HISTORY     - 1985     GOOD             NGS
 EH2528  HISTORY     - 1985     GOOD             NGS
 EH2528  HISTORY     - 20010503 POOR             PROFLN
 EH2528  HISTORY     - 20030610 POOR             USACE
 EH2528
 EH2528                          STATION DESCRIPTION
 EH2528
 EH2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2528'9.3 KM (5.8 MI) SW FROM LULA.
 EH2528'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2528'SCHOOL IN LULA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE NEW LEVEE, AT
 EH2528'MILEPOST 59/60, SET BETWEEN TWO WITNESS POSTS, 3.96 METERS (13.0 FT)
 EH2528'EAST OF THE CENTER OF THE LEVEE ROAD, AND 1.13 METERS (3.7 FT) WEST OF
 EH2528'CONCRETE MILE MARKER 59/60.
 EH2528'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EH2528'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2528
 EH2528                          STATION RECOVERY (1984)
 EH2528
 EH2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2528'STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS STEEL
 EH2528'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---A
 EH2528'345 1983---LOCATED 3.96 METERS (13.0 FEET) EAST FROM THE CENTER OF
 EH2528'THE LEVEE ROAD, AND 1.13 METERS (3.7 FEET) WEST FROM MILEPOST 59/60.
 EH2528'
 EH2528'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2528'MISSISSIPPI, MAY-JUNE 1984.
 EH2528
 EH2528                          STATION RECOVERY (1984)
 EH2528
 EH2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2528'RECOVERED IN GOOD CONDITION.
 EH2528
 EH2528                          STATION RECOVERY (1985)
 EH2528
 EH2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2528'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 EH2528
 EH2528                          STATION RECOVERY (1985)
 EH2528
 EH2528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2528'RECOVERED IN GOOD CONDITION.
 EH2528
 EH2528                          STATION RECOVERY (2001)
 EH2528
 EH2528'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001 (MT)
 EH2528'RECOVERED AS DESCRIBED
 EH2528
 EH2528                          STATION RECOVERY (2003)
 EH2528
 EH2528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2528'ACCESS COVER AND CONCRETE HAVE BEEN HIT. PVC PIPE IS FORCING ROD
 EH2528'EASTERLY SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2557 ***********************************************************************
 EH2557  DESIGNATION -  A 346
 EH2557  PID         -  EH2557
 EH2557  STATE/COUNTY-  MS/COAHOMA
 EH2557  USGS QUAD   -  SHERARD (1967)
 EH2557
 EH2557                         *CURRENT SURVEY CONTROL
 EH2557  ___________________________________________________________________
 EH2557* NAD 83(1986)-  34 12 33.     (N)    090 43 46.     (W)     SCALED    
 EH2557* NAVD 88     -        59.495  (meters)     195.19   (feet)  ADJUSTED  
 EH2557  ___________________________________________________________________
 EH2557  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH2557  DYNAMIC HT  -          59.436 (meters)     195.00  (feet)  COMP
 EH2557  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 EH2557
 EH2557  VERT ORDER  -  FIRST     CLASS II
 EH2557
 EH2557.The horizontal coordinates were scaled from a topographic map and have
 EH2557.an estimated accuracy of +/- 6 seconds.
 EH2557
 EH2557.The orthometric height was determined by differential leveling
 EH2557.and adjusted in June 1991.
 EH2557
 EH2557.The geoid height was determined by GEOID03.
 EH2557
 EH2557.The dynamic height is computed by dividing the NAVD 88
 EH2557.geopotential number by the normal gravity value computed on the
 EH2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2557.degrees latitude (g = 980.6199 gals.).
 EH2557
 EH2557.The modeled gravity was interpolated from observed gravity values.
 EH2557
 EH2557;                    North         East    Units  Estimated Accuracy
 EH2557;SPC MS W     -   522,220.      663,500.      MT  (+/- 180 meters Scaled)
 EH2557
 EH2557                          SUPERSEDED SURVEY CONTROL
 EH2557
 EH2557  NGVD 29 (??/??/??)   59.567  (m)          195.43   (f) ADJUSTED    1 2
 EH2557
 EH2557.Superseded values are not recommended for survey control.
 EH2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2557.See file dsdata.txt to determine how the superseded data were derived.
 EH2557
 EH2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT091876(NAD 83)
 EH2557_MARKER: I = METAL ROD
 EH2557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2557_SP_SET: STAINLESS STEEL ROD
 EH2557_STAMPING: A 346 1983
 EH2557_MARK LOGO: NGS   
 EH2557_PROJECTION: RECESSED 9 CENTIMETERS
 EH2557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2557+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH2557_ROD/PIPE-DEPTH: 20.7 meters
 EH2557
 EH2557  HISTORY     - Date     Condition        Report By
 EH2557  HISTORY     - 1983     MONUMENTED       NGS
 EH2557  HISTORY     - 20030623 GOOD             USACE
 EH2557
 EH2557                          STATION DESCRIPTION
 EH2557
 EH2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2557'11.2 KM (6.95 MI) SW FROM FARRELL.
 EH2557'3.7 KM (2.3 MI) WEST ALONG AN ASPHALT ROAD FROM THE MAIN CROSSROAD IN
 EH2557'FARRELL TO A POINT WHERE ROAD TURNS SOUTH, THENCE 1.0 KM (0.6 MI) WEST
 EH2557'TO THE TOP OF THE LEVEE, THENCE 6.5 KM (4.05 MI) SOUTHWEST ALONG THE
 EH2557'TOP OF THE LEVEE, ALSO, 0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT
 EH2557'ROAD FROM THE JUNCTION OF STATE HIGHWAY 1 AND THE RENA LARA BAPTIST
 EH2557'CHURCH IN RENA LARA TO THE TOP OF THE LEVEE, THENCE 10.0 KM (6.25 MI)
 EH2557'NORTH ALONG THE TOP OF THE LEVEE TO MILEPOST 85/86 AND A CATTLE GUARD
 EH2557'AND CROSS FENCE, 14.02 METERS (46.0 FT) SOUTH-SOUTHEAST OF THE CENTER
 EH2557'OF THE CATTLE GUARD, 3.65 METERS (12.0 FT) EAST OF THE CENTER OF THE
 EH2557'LEVEE ROAD, AND 2.7 METERS (9.0 FT) NORTHWEST OF MILEPOST 85/86.
 EH2557'THE MARK IS 0.59 METERS  S FROM A WITNESS POST.
 EH2557'THE MARK IS 0.46 M BELOW TOP OF LEVEE.
 EH2557
 EH2557                          STATION RECOVERY (2003)
 EH2557
 EH2557'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1394 ***********************************************************************
 EG1394  DESIGNATION -  A 347
 EG1394  PID         -  EG1394
 EG1394  STATE/COUNTY-  MS/CHICKASAW
 EG1394  USGS QUAD   -  SHANNON (1979)
 EG1394
 EG1394                         *CURRENT SURVEY CONTROL
 EG1394  ___________________________________________________________________
 EG1394* NAD 83(1986)-  34 02 33.     (N)    088 44 45.     (W)     SCALED    
 EG1394* NAVD 88     -        79.393  (meters)     260.48   (feet)  ADJUSTED  
 EG1394  ___________________________________________________________________
 EG1394  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1394  DYNAMIC HT  -          79.313 (meters)     260.21  (feet)  COMP
 EG1394  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 EG1394
 EG1394  VERT ORDER  -  FIRST     CLASS II
 EG1394
 EG1394.The horizontal coordinates were scaled from a topographic map and have
 EG1394.an estimated accuracy of +/- 6 seconds.
 EG1394
 EG1394.The orthometric height was determined by differential leveling
 EG1394.and adjusted in June 1991.
 EG1394
 EG1394.The geoid height was determined by GEOID03.
 EG1394
 EG1394.The dynamic height is computed by dividing the NAVD 88
 EG1394.geopotential number by the normal gravity value computed on the
 EG1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1394.degrees latitude (g = 980.6199 gals.).
 EG1394
 EG1394.The modeled gravity was interpolated from observed gravity values.
 EG1394
 EG1394;                    North         East    Units  Estimated Accuracy
 EG1394;SPC MS E     -   503,670.      308,080.      MT  (+/- 180 meters Scaled)
 EG1394
 EG1394                          SUPERSEDED SURVEY CONTROL
 EG1394
 EG1394.No superseded survey control is available for this station.
 EG1394
 EG1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC388682(NAD 83)
 EG1394_MARKER: I = METAL ROD
 EG1394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1394_SP_SET: STAINLESS STEEL ROD
 EG1394_STAMPING: A 347 1983
 EG1394_MARK LOGO: NGS   
 EG1394_PROJECTION: FLUSH
 EG1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1394_ROD/PIPE-DEPTH: 4.85 meters
 EG1394
 EG1394  HISTORY     - Date     Condition        Report By
 EG1394  HISTORY     - 1983     MONUMENTED       NGS
 EG1394
 EG1394                          STATION DESCRIPTION
 EG1394
 EG1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1394'5.0 KM (3.1 MI) NORTH FROM OKOLONA.
 EG1394'0.4 KM (0.25 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 EG1394'OKOLONA, THENCE 4.6 KM (2.85 MI) NORTH ALONG U.S. HIGHWAY 45
 EG1394'ALTERNATE, ON THE EAST SIDE OF THE HIGHWAY BY A POWERLINE POLE, 14.87
 EG1394'METERS (48.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.25 METERS
 EG1394'(73.0 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF A BRIDGE, AND
 EG1394'1.13 METERS (3.7 FT) WEST OF A POWERLINE POLE.  NOTE, THE ROD WAS
 EG1394'DRIVEN TO REFUSAL.
 EG1394'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 EG1394'THE MARK IS 3.04 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2462 ***********************************************************************
 EH2462  DESIGNATION -  A 348
 EH2462  PID         -  EH2462
 EH2462  STATE/COUNTY-  MS/DE SOTO
 EH2462  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2462
 EH2462                         *CURRENT SURVEY CONTROL
 EH2462  ___________________________________________________________________
 EH2462* NAD 83(1993)-  34 58 40.94610(N)    090 08 41.12781(W)     ADJUSTED  
 EH2462* NAVD 88     -        66.751  (meters)     219.00   (feet)  ADJUSTED  
 EH2462  ___________________________________________________________________
 EH2462  X           -     -13,218.265 (meters)                     COMP
 EH2462  Y           -  -5,231,839.470 (meters)                     COMP
 EH2462  Z           -   3,635,893.683 (meters)                     COMP
 EH2462  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EH2462  ELLIP HEIGHT-          39.507 (meters)          (05/13/94) ADJUSTED
 EH2462  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH2462  DYNAMIC HT  -          66.689 (meters)     218.80  (feet)  COMP
 EH2462  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EH2462
 EH2462  HORZ ORDER  -  FIRST
 EH2462  VERT ORDER  -  FIRST     CLASS II
 EH2462  ELLP ORDER  -  FOURTH    CLASS I
 EH2462
 EH2462.The horizontal coordinates were established by GPS observations
 EH2462.and adjusted by the National Geodetic Survey in May 1994.
 EH2462
 EH2462.The orthometric height was determined by differential leveling
 EH2462.and adjusted in June 1991.
 EH2462
 EH2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2462
 EH2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2462
 EH2462.The ellipsoidal height was determined by GPS observations
 EH2462.and is referenced to NAD 83.
 EH2462
 EH2462.The geoid height was determined by GEOID03.
 EH2462
 EH2462.The dynamic height is computed by dividing the NAVD 88
 EH2462.geopotential number by the normal gravity value computed on the
 EH2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2462.degrees latitude (g = 980.6199 gals.).
 EH2462
 EH2462.The modeled gravity was interpolated from observed gravity values.
 EH2462
 EH2462;                    North         East     Units Scale Factor Converg.
 EH2462;SPC MS W     -   607,453.310   717,218.470   MT  0.99995365   +0 06 29.2
 EH2462;SPC MS W     - 1,992,953.07  2,353,074.26   sFT  0.99995365   +0 06 29.2
 EH2462;SPC TN       -    79,545.248   221,622.355   MT  1.00005912   -2 25 35.4
 EH2462;SPC TN       -   260,974.70    727,106.01   sFT  1.00005912   -2 25 35.4
 EH2462;UTM  15      - 3,874,332.783   760,652.445   MT  1.00043742   +1 38 15.8
 EH2462
 EH2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2462!SPC MS W     -   0.99999380  x   0.99995365  =   0.99994745
 EH2462!SPC TN       -   0.99999380  x   1.00005912  =   1.00005292
 EH2462!UTM  15      -   0.99999380  x   1.00043742  =   1.00043122
 EH2462
 EH2462                          SUPERSEDED SURVEY CONTROL
 EH2462
 EH2462  NAD 83(1993)-  34 58 40.94670(N)    090 08 41.12996(W) AD(       ) 1
 EH2462  NAD 83(1986)-  34 58 40.95547(N)    090 08 41.12821(W) AD(       ) 1
 EH2462  NAD 27      -  34 58 40.61081(N)    090 08 40.78928(W) AD(       ) 1
 EH2462  NGVD 29 (??/??/??)   66.738  (m)          218.96   (f) ADJUSTED    1 2
 EH2462
 EH2462.Superseded values are not recommended for survey control.
 EH2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2462.See file dsdata.txt to determine how the superseded data were derived.
 EH2462
 EH2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6065274333(NAD 83)
 EH2462_MARKER: I = METAL ROD
 EH2462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2462_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2462_STAMPING: A 348 1983
 EH2462_MARK LOGO: NGS   
 EH2462_PROJECTION: RECESSED 4 CENTIMETERS
 EH2462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2462+STABILITY: POSITION/ELEVATION WELL
 EH2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2462+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 EH2462_ROD/PIPE-DEPTH: 31.7 meters
 EH2462_SLEEVE-DEPTH  : 6.4 meters
 EH2462
 EH2462  HISTORY     - Date     Condition        Report By
 EH2462  HISTORY     - 1983     MONUMENTED       NGS
 EH2462  HISTORY     - 1984     GOOD             NGS
 EH2462  HISTORY     - 1984     GOOD             NGS
 EH2462  HISTORY     - 19920402 GOOD             JCLS
 EH2462  HISTORY     - 20010209 POOR             INDIV
 EH2462  HISTORY     - 20030409 GOOD             USACE
 EH2462  HISTORY     - 20080805 GOOD             USACE
 EH2462
 EH2462                          STATION DESCRIPTION
 EH2462
 EH2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2462'3.7 KM (2.3 MI) NE FROM WALLS.
 EH2462'3.0 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH2462'IN WALLS TO THE MISSISSIPPI LEVEE, THENCE 0.6 KM (0.4 MI) SOUTHWEST
 EH2462'ALONG THE LEVEE TO A METAL GATE ON TOP OF THE LEVEE, 0.8 KM (0.5 MI)
 EH2462'NORTHEAST ALONG THE LEVEE FROM MILEPOST NUMBER 1, ABOUT 30.4 METERS
 EH2462'(100.0 FT) SOUTHWEST TO A METAL CATTLE GUARD AND FENCE CROSSING THE
 EH2462'LEVEE, SET AT THE TOE OF THE LEVEE BY FENCE, 62.94 METERS (206.5 FT)
 EH2462'SOUTH OF THE SOUTH-SOUTHWEST CORNER OF THE CATTLE GUARD AND ALONG THE
 EH2462'FENCE LINE, 16.15 METERS (53.0 FT) WEST-NORTHWEST OF THE NORTHWEST
 EH2462'RAIL OF THE RAILROAD TRACK, AND 0.91 METERS (3.0 FT) WEST-NORTHWEST OF
 EH2462'THE FENCE.
 EH2462'THE MARK IS 0.91 METERS  WNW FROM A WITNESS POST.
 EH2462'THE MARK IS 9.14 M BELOW LEVEE.
 EH2462
 EH2462                          STATION RECOVERY (1984)
 EH2462
 EH2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2462'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF WALLS, 2.1 KM
 EH2462'(1.3 MI) SOUTH OF THE TENNESSEE STATE LINE, 1.1 KM (0.7 MI) SOUTHWEST
 EH2462'OF THE JUNCTION OF U.S. HIGHWAY 61 AND THE LEVEE ROAD AND IN THE
 EH2462'NORTHWEST 1/4 OF SECTION 27, T1S, R9W.  OWNERSHIP--YAZOO-MISSISSIPPI,
 EH2462'DELTA LEVEE BOARD, C/O CHIEF ENGINEER, JOE F MOONEY, PO BOX 610,
 EH2462'CLARKSDALE MS 35614, PHONE (601) 624-4397.
 EH2462'
 EH2462'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, GO NORTHEAST ON
 EH2462'U.S. HIGHWAY 61 FOR 3.1 KM (1.95 MI) TO A DIRT ROAD LEFT.  TURN LEFT
 EH2462'AND GO WEST ALONG THE LEVEE ROAD FOR 0.6 KM (0.4 MI) TO A LOCKED
 EH2462'GATE, JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE SOUTHWEST
 EH2462'THROUGH GATE FOR 30 METERS (98 FEET) TO A CATTLE GUARD.  CONTINUE
 EH2462'ACROSS THE CATTLE GUARD, THEN BEAR LEFT SOUTHERLY ALONG THE FENCE
 EH2462'LINE, DOWN HILL ALONG GRASSY SLOPE FOR 0.1 KM (0.05 MI) TO THE
 EH2462'STATION.
 EH2462'
 EH2462'THE STATION IS A PUNCH MARK IN TOP OF A STANDARD NGS STAINLESS STEEL
 EH2462'CLASS A ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---A
 EH2462'348 1983--- FLUSH WITH GROUND LOCATED 84 METERS (276 FEET) SSW FROM
 EH2462'THE CENTER OF A CATTLE GUARD, 33.5 METERS (109.9 FEET) ESE FROM THE
 EH2462'CENTER OF THE LEVEE ROAD, 16.15 METERS (53.0 FEET) WNW FROM THE
 EH2462'NORTHWEST RAIL OF RAILROAD TRACKS, 1.1 METERS (3.5 FEET) WNW FROM A
 EH2462'FENCE, AND 0.88 METER (2.9 FEET) WNW FROM A FIBERGLASS WITNESS POST.
 EH2462'
 EH2462'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH2462'---BM A 348 AZ MK 1984--- SET INTO THE TOP OF A SQUARE CONCRETE
 EH2462'MONUMENT 25 CM (9.8 INCHES) ON SIDE PROJECTING 15 CM (5.9 INCHES)
 EH2462'ABOVE THE GROUND LOCATED 134 METERS (439.6 FEET) SE FROM THE CENTER
 EH2462'OF THE LEVEE ROAD, 5.0 METERS (16.4 FEET) N FROM A LONE 12-CM THORN
 EH2462'TREE, 4.5 METERS (14.76 FEET) NNE FROM A FIBERGLASS WITNESS POST, AND
 EH2462'2.5 METERS (8.2 FEET) NW FROM A DROPOFF INTO WOODS.
 EH2462'
 EH2462'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ALONG FENCE
 EH2462'LINE, ACROSS GRASSY TOE OF THE LEVEE FOR 0.5 KM (0.3 MI) TO THE MARK
 EH2462'NEAR EDGE OF DROP OFF INTO THE WOODS.
 EH2462'
 EH2462'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2462'MAY-JUNE 1984.
 EH2462
 EH2462                          STATION RECOVERY (1984)
 EH2462
 EH2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2462'RECOVERED IN GOOD CONDITION.
 EH2462
 EH2462                          STATION RECOVERY (1992)
 EH2462
 EH2462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY)
 EH2462'RECOVERED IN GOOD CONDITION.
 EH2462
 EH2462                          STATION RECOVERY (2001)
 EH2462
 EH2462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 EH2462'MONUMENT NEAR RAILROAD TRACKS, AS TRAIN GOES BY THE PIN WILL 'MOVE'.
 EH2462'ALSO, PIN WILL MOVE IF TOUCHED W/ HANDS.  PIN IS NOT STABLE.
 EH2462
 EH2462                          STATION RECOVERY (2003)
 EH2462
 EH2462'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2462'RECOVERED IN GOOD CONDITION.
 EH2462
 EH2462                          STATION RECOVERY (2008)
 EH2462
 EH2462'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (POP)
 EH2462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2643 ***********************************************************************
 EH2643  DESIGNATION -  A 348 AZ MK
 EH2643  PID         -  EH2643
 EH2643  STATE/COUNTY-  MS/DE SOTO
 EH2643  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2643
 EH2643                         *CURRENT SURVEY CONTROL
 EH2643  ___________________________________________________________________
 EH2643* NAD 83(1993)-  34 58 27.72933(N)    090 08 53.74677(W)     NO CHECK  
 EH2643* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 EH2643  ___________________________________________________________________
 EH2643  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 EH2643  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH2643  HORZ ORDER  -  SECOND
 EH2643
 EH2643.The horizontal coordinates were established by classical geodetic methods
 EH2643.and adjusted by the National Geodetic Survey in May 1994.
 EH2643.No horizontal observational check was made to the station.
 EH2643
 EH2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2643
 EH2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2643
 EH2643.The geoid height was determined by GEOID03.
 EH2643
 EH2643;                    North         East     Units Scale Factor Converg.
 EH2643;SPC MS W     -   607,045.434   716,899.164   MT  0.99995352   +0 06 21.9
 EH2643;SPC MS W     - 1,991,614.89  2,352,026.67   sFT  0.99995352   +0 06 21.9
 EH2643;SPC TN       -    79,151.850   221,285.289   MT  1.00006007   -2 25 42.8
 EH2643;SPC TN       -   259,684.03    726,000.15   sFT  1.00006007   -2 25 42.8
 EH2643;UTM  15      - 3,873,916.329   760,343.991   MT  1.00043544   +1 38 08.0
 EH2643
 EH2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2643!SPC MS W     -   0.99999408  x   0.99995352  =   0.99994760
 EH2643!SPC TN       -   0.99999408  x   1.00006007  =   1.00005414
 EH2643!UTM  15      -   0.99999408  x   1.00043544  =   1.00042951
 EH2643
 EH2643                          SUPERSEDED SURVEY CONTROL
 EH2643
 EH2643  NAD 83(1993)-  34 58 27.72997(N)    090 08 53.74904(W) AD(       ) 2
 EH2643  NAD 83(1986)-  34 58 27.73875(N)    090 08 53.74729(W) AD(       ) 2
 EH2643  NAD 27      -  34 58 27.39379(N)    090 08 53.40801(W) AD(       ) 2
 EH2643  NGVD 29 (07/12/88)   65.     (m)          213.     (f) VERT ANG    3  
 EH2643
 EH2643.Superseded values are not recommended for survey control.
 EH2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2643.See file dsdata.txt to determine how the superseded data were derived.
 EH2643
 EH2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6034473916(NAD 83)
 EH2643_MARKER: DZ = AZIMUTH MARK DISK
 EH2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2643_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2643+STABILITY: SURFACE MOTION
 EH2643
 EH2643  HISTORY     - Date     Condition        Report By
 EH2643  HISTORY     - 1984     MONUMENTED       NGS
 EH2643
 EH2643                          STATION DESCRIPTION
 EH2643
 EH2643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2643'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF THE TENNESSEE
 EH2643'STATE LINE, 1.9 KM (1.2 MI) NORTH OF WALLS, 1.4 (0.9 MI) SOUTHWEST OF
 EH2643'THE JUNCTION OF THE LEVEE ROAD AND U.S. HIGHWAY 61 AND IN THE
 EH2643'NORTHWEST 1/4 OF SECTION 27, T1S, R9W.  OWNERSHIP--YAZOO-MISSISSIPPI,
 EH2643'DELTA LEVEE BOARD, C/O CHIEF ENGINEER, JOE F. MOONEY, PO BOX 610,
 EH2643'CLARKSDALE, MS 38614, PHONE (601) 624-4397.
 EH2643'
 EH2643'TO REACH BM A 348 AZ MK 1984 FROM STATION A 348, GO SOUTHERLY ALONG
 EH2643'FENCE LINE, ACROSS GRASSY TOE OF THIS LEVEE FOR 0.5 KM (0.3 MI) TO
 EH2643'THE MARK NEAR EDGE OF DROP OFF INTO THE WOODS.
 EH2643'
 EH2643'STATION IS LOCATED 134 METERS (439.6 FEET) SOUTHEAST FROM THE CENTER
 EH2643'OF THE LEVEE ROAD, 5.0 METERS (16.4 FEET) NORTH FROM A LONE 12-CM
 EH2643'THORN TREE, 4.5 METERS (14.76 FEET) NORTH-NORTHEAST FROM A FIBERGLASS
 EH2643'WITNESS POST, AND 2.5 METERS (8.2 FEET) NORTHWEST FROM A DROPOFF INTO
 EH2643'WOODS.
 EH2643'
 EH2643'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2643'MISSISSIPPI, MAY-JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2496 ***********************************************************************
 EH2496  DESIGNATION -  A 349
 EH2496  PID         -  EH2496
 EH2496  STATE/COUNTY-  MS/TUNICA
 EH2496  USGS QUAD   -  COUNCIL (1991)
 EH2496
 EH2496                         *CURRENT SURVEY CONTROL
 EH2496  ___________________________________________________________________
 EH2496* NAD 83(1986)-  34 48 12.     (N)    090 24 16.     (W)     SCALED    
 EH2496* NAVD 88     -        67.771  (meters)     222.35   (feet)  ADJUSTED  
 EH2496  ___________________________________________________________________
 EH2496  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH2496  DYNAMIC HT  -          67.708 (meters)     222.14  (feet)  COMP
 EH2496  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 EH2496
 EH2496  VERT ORDER  -  FIRST     CLASS II
 EH2496
 EH2496.The horizontal coordinates were scaled from a topographic map and have
 EH2496.an estimated accuracy of +/- 6 seconds.
 EH2496
 EH2496.The orthometric height was determined by differential leveling
 EH2496.and adjusted in June 1991.
 EH2496
 EH2496.The geoid height was determined by GEOID03.
 EH2496
 EH2496.The dynamic height is computed by dividing the NAVD 88
 EH2496.geopotential number by the normal gravity value computed on the
 EH2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2496.degrees latitude (g = 980.6199 gals.).
 EH2496
 EH2496.The modeled gravity was interpolated from observed gravity values.
 EH2496
 EH2496;                    North         East    Units  Estimated Accuracy
 EH2496;SPC MS W     -   588,060.      693,490.      MT  (+/- 180 meters Scaled)
 EH2496
 EH2496                          SUPERSEDED SURVEY CONTROL
 EH2496
 EH2496  NGVD 29 (??/??/??)   67.787  (m)          222.40   (f) ADJUSTED    1 2
 EH2496
 EH2496.Superseded values are not recommended for survey control.
 EH2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2496.See file dsdata.txt to determine how the superseded data were derived.
 EH2496
 EH2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU374543(NAD 83)
 EH2496_MARKER: I = METAL ROD
 EH2496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2496_SP_SET: STAINLESS STEEL ROD
 EH2496_STAMPING: A 349 1983
 EH2496_MARK LOGO: NGS   
 EH2496_PROJECTION: RECESSED 4 CENTIMETERS
 EH2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2496+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2496_ROD/PIPE-DEPTH: 30.4 meters
 EH2496
 EH2496  HISTORY     - Date     Condition        Report By
 EH2496  HISTORY     - 1983     MONUMENTED       NGS
 EH2496  HISTORY     - 20030604 GOOD             USACE
 EH2496  HISTORY     - 20080514 GOOD             MSDOT
 EH2496
 EH2496                          STATION DESCRIPTION
 EH2496
 EH2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2496'23.2 KM (14.45 MI) NORT FROM TUNICA.
 EH2496'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2496'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2496'CROWN OF THE LEVEE, THENCE 14.7 KM (9.15 MI) NORTHERLY ALONG THE TOP
 EH2496'OF THE LEVEE, AT MILE MARKER POST 27/28, 3.54 METERS (11.6 FT) EAST OF
 EH2496'THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 3.63 METERS (11.9 FT)
 EH2496'NORTH-NORTHWEST OF THE CONCRETE MILE MARKER POST.  NOTE, THE ROD
 EH2496'DRIVING RATE EXCEEDED 1 MINUTE PER FOOT.
 EH2496'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 EH2496'THE MARK IS 0.30 M BELOW CROWN OF LEVEE.
 EH2496
 EH2496                          STATION RECOVERY (2003)
 EH2496
 EH2496'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2496'RECOVERED IN GOOD CONDITION.
 EH2496
 EH2496                          STATION RECOVERY (2008)
 EH2496
 EH2496'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1527 ***********************************************************************
 DJ1527  DESIGNATION -  A 350
 DJ1527  PID         -  DJ1527
 DJ1527  STATE/COUNTY-  MS/CLAY
 DJ1527  USGS QUAD   -  MULDON (1987)
 DJ1527
 DJ1527                         *CURRENT SURVEY CONTROL
 DJ1527  ___________________________________________________________________
 DJ1527* NAD 83(1986)-  33 39 22.     (N)    088 40 04.     (W)     SCALED    
 DJ1527* NAVD 88     -        71.807  (meters)     235.59   (feet)  ADJUSTED  
 DJ1527  ___________________________________________________________________
 DJ1527  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ1527  DYNAMIC HT  -          71.732 (meters)     235.34  (feet)  COMP
 DJ1527  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 DJ1527
 DJ1527  VERT ORDER  -  FIRST     CLASS II
 DJ1527
 DJ1527.The horizontal coordinates were scaled from a topographic map and have
 DJ1527.an estimated accuracy of +/- 6 seconds.
 DJ1527
 DJ1527.The orthometric height was determined by differential leveling
 DJ1527.and adjusted in June 1991.
 DJ1527
 DJ1527.The geoid height was determined by GEOID03.
 DJ1527
 DJ1527.The dynamic height is computed by dividing the NAVD 88
 DJ1527.geopotential number by the normal gravity value computed on the
 DJ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1527.degrees latitude (g = 980.6199 gals.).
 DJ1527
 DJ1527.The modeled gravity was interpolated from observed gravity values.
 DJ1527
 DJ1527;                    North         East    Units  Estimated Accuracy
 DJ1527;SPC MS E     -   460,820.      315,360.      MT  (+/- 180 meters Scaled)
 DJ1527
 DJ1527                          SUPERSEDED SURVEY CONTROL
 DJ1527
 DJ1527.No superseded survey control is available for this station.
 DJ1527
 DJ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC453252(NAD 83)
 DJ1527_MARKER: I = METAL ROD
 DJ1527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1527_SP_SET: STAINLESS STEEL ROD
 DJ1527_STAMPING: A 350 1983
 DJ1527_MARK LOGO: NGS   
 DJ1527_PROJECTION: FLUSH
 DJ1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1527_ROD/PIPE-DEPTH: 6.0  meters
 DJ1527
 DJ1527  HISTORY     - Date     Condition        Report By
 DJ1527  HISTORY     - 1983     MONUMENTED       NGS
 DJ1527
 DJ1527                          STATION DESCRIPTION
 DJ1527
 DJ1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1527'6.8 KM (4.25 MI) NNW FROM WEST POINT.
 DJ1527'1.0 KM (0.65 MI) WEST ALONG BROAD STREET FROM THE CITY POLICE BUILDING
 DJ1527'(OLD POST OFFICE) IN WEST POINT, THENCE 5.8 KM (3.6 MI) NORTH ALONG
 DJ1527'U.S. HIGHWAY 45 ALTERNATE, AT A FENCE CORNER, JUST NORTH OF POPS PUB,
 DJ1527'18.75 METERS (61.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ1527'2.00 METERS (6.6 FT) NORTH OF THE FENCE CORNER POST, 42.60 METERS
 DJ1527'(140.0 FT) NORTH-NORTHWEST OF A POWERLINE POLE WITH A YARD LIGHT,
 DJ1527'16.30 METERS (53.0 FT) SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER P 28,
 DJ1527'AND 0.46 METERS (1.5 FT) EAST OF A FENCE.  NOTE, ROD DRIVEN TO
 DJ1527'REFUSAL.
 DJ1527'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 DJ1527'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1532 ***********************************************************************
 DJ1532  DESIGNATION -  A 352
 DJ1532  PID         -  DJ1532
 DJ1532  STATE/COUNTY-  MS/LOWNDES
 DJ1532  USGS QUAD   -  ARTESIA (1987)
 DJ1532
 DJ1532                         *CURRENT SURVEY CONTROL
 DJ1532  ___________________________________________________________________
 DJ1532* NAD 83(1986)-  33 25 06.     (N)    088 39 10.     (W)     SCALED    
 DJ1532* NAVD 88     -        69.167  (meters)     226.93   (feet)  ADJUSTED  
 DJ1532  ___________________________________________________________________
 DJ1532  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ1532  DYNAMIC HT  -          69.092 (meters)     226.68  (feet)  COMP
 DJ1532  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DJ1532
 DJ1532  VERT ORDER  -  FIRST     CLASS II
 DJ1532
 DJ1532.The horizontal coordinates were scaled from a topographic map and have
 DJ1532.an estimated accuracy of +/- 6 seconds.
 DJ1532
 DJ1532.The orthometric height was determined by differential leveling
 DJ1532.and adjusted in June 1991.
 DJ1532
 DJ1532.The geoid height was determined by GEOID03.
 DJ1532
 DJ1532.The dynamic height is computed by dividing the NAVD 88
 DJ1532.geopotential number by the normal gravity value computed on the
 DJ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1532.degrees latitude (g = 980.6199 gals.).
 DJ1532
 DJ1532.The modeled gravity was interpolated from observed gravity values.
 DJ1532
 DJ1532;                    North         East    Units  Estimated Accuracy
 DJ1532;SPC MS E     -   434,450.      316,790.      MT  (+/- 180 meters Scaled)
 DJ1532
 DJ1532                          SUPERSEDED SURVEY CONTROL
 DJ1532
 DJ1532.No superseded survey control is available for this station.
 DJ1532
 DJ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB463988(NAD 83)
 DJ1532_MARKER: I = METAL ROD
 DJ1532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1532_SP_SET: STAINLESS STEEL ROD
 DJ1532_STAMPING: A 352 1983
 DJ1532_MARK LOGO: NGS   
 DJ1532_PROJECTION: FLUSH
 DJ1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1532_ROD/PIPE-DEPTH: 3.44 meters
 DJ1532
 DJ1532  HISTORY     - Date     Condition        Report By
 DJ1532  HISTORY     - 1983     MONUMENTED       NGS
 DJ1532
 DJ1532                          STATION DESCRIPTION
 DJ1532
 DJ1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1532'1.3 KM (0.85 MI) WNW FROM ARTESIA.
 DJ1532'0.3 KM (0.2 MI) NORTH ALONG FRONT STREET FROM THE POST OFFICE IN
 DJ1532'ARTESIA, THENCE 1.0 KM (0.65 MI) WEST ALONG LEHMBERGE STREET, AT THE
 DJ1532'JUNCTION OF U.S. HIGHWAY 45 ALTERNATE, 16.79 METERS (55.1 FT) WEST OF
 DJ1532'THE CENTERLINE OF U.S. HIGHWAY 45, 18.53 METERS (60.8 FT) NORTH OF AN
 DJ1532'EXTENDED CENTERLINE OF LEHMBERGE STREET, 13.22 METERS (43.4 FT)
 DJ1532'NORTH-NORTHWEST OF A POWERLINE POLE, AND 0.85 METERS (2.8 FT) SOUTH OF
 DJ1532'A 6 FEET HIGH POLE SET BY TELEPHONE JUNCTION BOX NUMBER A 10 LPS.
 DJ1532'NOTE, THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 DJ1532'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DJ1532'THE MARK IS 0.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1533 ***********************************************************************
 DJ1533  DESIGNATION -  A 353
 DJ1533  PID         -  DJ1533
 DJ1533  STATE/COUNTY-  MS/LOWNDES
 DJ1533  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ1533
 DJ1533                         *CURRENT SURVEY CONTROL
 DJ1533  ___________________________________________________________________
 DJ1533* NAD 83(1986)-  33 21 57.     (N)    088 38 28.     (W)     SCALED    
 DJ1533* NAVD 88     -        83.487  (meters)     273.91   (feet)  ADJUSTED  
 DJ1533  ___________________________________________________________________
 DJ1533  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DJ1533  DYNAMIC HT  -          83.397 (meters)     273.61  (feet)  COMP
 DJ1533  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DJ1533
 DJ1533  VERT ORDER  -  FIRST     CLASS II
 DJ1533
 DJ1533.The horizontal coordinates were scaled from a topographic map and have
 DJ1533.an estimated accuracy of +/- 6 seconds.
 DJ1533
 DJ1533.The orthometric height was determined by differential leveling
 DJ1533.and adjusted in June 1991.
 DJ1533
 DJ1533.The geoid height was determined by GEOID03.
 DJ1533
 DJ1533.The dynamic height is computed by dividing the NAVD 88
 DJ1533.geopotential number by the normal gravity value computed on the
 DJ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1533.degrees latitude (g = 980.6199 gals.).
 DJ1533
 DJ1533.The modeled gravity was interpolated from observed gravity values.
 DJ1533
 DJ1533;                    North         East    Units  Estimated Accuracy
 DJ1533;SPC MS E     -   428,630.      317,890.      MT  (+/- 180 meters Scaled)
 DJ1533
 DJ1533                          SUPERSEDED SURVEY CONTROL
 DJ1533
 DJ1533.No superseded survey control is available for this station.
 DJ1533
 DJ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB473930(NAD 83)
 DJ1533_MARKER: I = METAL ROD
 DJ1533_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ1533_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DJ1533_STAMPING: A 353 1983
 DJ1533_MARK LOGO: NGS   
 DJ1533_PROJECTION: RECESSED 4 CENTIMETERS
 DJ1533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ1533+STABILITY: POSITION/ELEVATION WELL
 DJ1533_ROD/PIPE-DEPTH: 7.62 meters
 DJ1533_SLEEVE-DEPTH  : 6.09 meters
 DJ1533
 DJ1533  HISTORY     - Date     Condition        Report By
 DJ1533  HISTORY     - 1983     MONUMENTED       NGS
 DJ1533
 DJ1533                          STATION DESCRIPTION
 DJ1533
 DJ1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1533'8.45 KM (5.25 MI) NW FROM CRAWFORD.
 DJ1533'0.5 KM (0.3 MI) NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 DJ1533'IN CRAWFORD, THENCE 7.95 KM (4.95 MI) NORTHWEST ALONG U.S. HIGHWAY 45,
 DJ1533'SET IN THE LAWN AT THE SOUTHWEST CORNER OF THE FRANKLIN TELEPHONE
 DJ1533'COMPANY BUILDING LOCATED ABOUT 0.1 KM (0.05 MI) WEST OF THE HIGHWAY,
 DJ1533'3.35 METERS (11.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 DJ1533'21.95 METERS (72.0 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 DJ1533'20.74 METERS (68.0 FT) SOUTH-SOUTHEAST OF A RADIO TOWER, AND
 DJ1533'64.92 METERS (213.0 FT) NORTHWEST OF A POWERLINE POLE WITH TWO
 DJ1533'TRANSFORMERS.
 DJ1533'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1396 ***********************************************************************
 EG1396  DESIGNATION -  A 354
 EG1396  PID         -  EG1396
 EG1396  STATE/COUNTY-  MS/ALCORN
 EG1396  USGS QUAD   -  CORINTH (1982)
 EG1396
 EG1396                         *CURRENT SURVEY CONTROL
 EG1396  ___________________________________________________________________
 EG1396* NAD 83(1986)-  34 57 05.     (N)    088 31 13.     (W)     SCALED    
 EG1396* NAVD 88     -       149.124  (meters)     489.25   (feet)  ADJUSTED  
 EG1396  ___________________________________________________________________
 EG1396  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1396  DYNAMIC HT  -         148.982 (meters)     488.79  (feet)  COMP
 EG1396  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EG1396
 EG1396  VERT ORDER  -  FIRST     CLASS II
 EG1396
 EG1396.The horizontal coordinates were scaled from a topographic map and have
 EG1396.an estimated accuracy of +/- 6 seconds.
 EG1396
 EG1396.The orthometric height was determined by differential leveling
 EG1396.and adjusted in June 1991.
 EG1396
 EG1396.The geoid height was determined by GEOID03.
 EG1396
 EG1396.The dynamic height is computed by dividing the NAVD 88
 EG1396.geopotential number by the normal gravity value computed on the
 EG1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1396.degrees latitude (g = 980.6199 gals.).
 EG1396
 EG1396.The modeled gravity was interpolated from observed gravity values.
 EG1396
 EG1396;                    North         East    Units  Estimated Accuracy
 EG1396;SPC MS E     -   604,530.      328,590.      MT  (+/- 180 meters Scaled)
 EG1396
 EG1396                          SUPERSEDED SURVEY CONTROL
 EG1396
 EG1396.No superseded survey control is available for this station.
 EG1396
 EG1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD611687(NAD 83)
 EG1396_MARKER: I = METAL ROD
 EG1396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1396_SP_SET: STAINLESS STEEL ROD
 EG1396_STAMPING: A 354 1983
 EG1396_MARK LOGO: NGS   
 EG1396_PROJECTION: FLUSH
 EG1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1396_ROD/PIPE-DEPTH: 7.31 meters
 EG1396
 EG1396  HISTORY     - Date     Condition        Report By
 EG1396  HISTORY     - 1983     MONUMENTED       NGS
 EG1396  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1396
 EG1396                          STATION DESCRIPTION
 EG1396
 EG1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1396'1.9 KM (1.2 MI) NORTH FROM CORINTH.
 EG1396'1.9 KM (1.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 45 FROM THE POST
 EG1396'OFFICE IN CORINTH, TO THE HENRY CEMETERY AND THE MARK ON THE RIGHT,
 EG1396'7.41 METERS (24.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 EG1396'36.85 METERS (120.9 FT) SOUTH OF POWERLINE POLE NUMBER 57, 2.99 METERS
 EG1396'(9.8 FT) NORTH OF THE APPROXIMATE CENTER OF THE SOUTH ENTRANCE TO THE
 EG1396'CEMETERY, AND 0.61 METER (2.0 FT) WEST OF THE WEST FACE OF THE NORTH
 EG1396'3 FOOT SQUARE BRICK ENTRANCE MARKER OF THE SOUTH ENTRANCE TO THE
 EG1396'CEMETERY.
 EG1396'THE MARK IS 0.3 M ABOVE HIGHWAY.
 EG1396
 EG1396                          STATION RECOVERY (2002)
 EG1396
 EG1396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1396'DESTROYED BECAUSE OF NEW FLOWER BED AND IRRIGATION SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2623 ***********************************************************************
 EH2623  DESIGNATION -  A 355
 EH2623  PID         -  EH2623
 EH2623  STATE/COUNTY-  MS/BOLIVAR
 EH2623  USGS QUAD   -  LACONIA (1982)
 EH2623
 EH2623                         *CURRENT SURVEY CONTROL
 EH2623  ___________________________________________________________________
 EH2623* NAD 83(1986)-  34 05 54.     (N)    090 55 02.     (W)     SCALED    
 EH2623* NAVD 88     -        49.635  (meters)     162.84   (feet)  ADJUSTED  
 EH2623  ___________________________________________________________________
 EH2623  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2623  DYNAMIC HT  -          49.585 (meters)     162.68  (feet)  COMP
 EH2623  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 EH2623
 EH2623  VERT ORDER  -  FIRST     CLASS II
 EH2623
 EH2623.The horizontal coordinates were scaled from a topographic map and have
 EH2623.an estimated accuracy of +/- 6 seconds.
 EH2623
 EH2623.The orthometric height was determined by differential leveling
 EH2623.and adjusted in June 1991.
 EH2623
 EH2623.The geoid height was determined by GEOID03.
 EH2623
 EH2623.The dynamic height is computed by dividing the NAVD 88
 EH2623.geopotential number by the normal gravity value computed on the
 EH2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2623.degrees latitude (g = 980.6199 gals.).
 EH2623
 EH2623.The modeled gravity was interpolated from observed gravity values.
 EH2623
 EH2623;                    North         East    Units  Estimated Accuracy
 EH2623;SPC MS W     -   510,010.      646,120.      MT  (+/- 180 meters Scaled)
 EH2623
 EH2623                          SUPERSEDED SURVEY CONTROL
 EH2623
 EH2623  NGVD 29 (??/??/??)   49.685  (m)          163.01   (f) ADJUSTED    1 2
 EH2623
 EH2623.Superseded values are not recommended for survey control.
 EH2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2623.See file dsdata.txt to determine how the superseded data were derived.
 EH2623
 EH2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT921750(NAD 83)
 EH2623_MARKER: I = METAL ROD
 EH2623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2623_SP_SET: STAINLESS STEEL ROD
 EH2623_STAMPING: A 355 1985
 EH2623_MARK LOGO: NGS   
 EH2623_PROJECTION: RECESSED 2 CENTIMETERS
 EH2623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2623_ROD/PIPE-DEPTH: 23.2 meters
 EH2623
 EH2623  HISTORY     - Date     Condition        Report By
 EH2623  HISTORY     - 1985     MONUMENTED       NGS
 EH2623
 EH2623                          STATION DESCRIPTION
 EH2623
 EH2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2623'19.7 KM (12.2 MI) SW FROM RENA LARA.
 EH2623'6.9 KM (4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH
 EH2623'IN RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG AN
 EH2623'ASPHALT ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE
 EH2623'TOP OF THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO
 EH2623'THE ENTRANCE OF THE PUSHMATAHA PLANTATION, THENCE AFTER PASSING
 EH2623'THROUGH THE GATE 0.81 KM (0.5 MI) SOUTH ALONG A SAND FIELD ROAD,
 EH2623'THENCE 2.7 KM (1.65 MI) WEST ALONG A SAND FIELD ROAD TO THE OLD LEVEE,
 EH2623'THENCE 1.5 KM (0.9 MI) NORTHWEST ALONG THE TOP OF THE OLD LEVEE TO A
 EH2623'FEILD ROAD SOUTH AND A TREE LINE, THENCE 1.1 KM (0.7 MI) SOUTH ALONG
 EH2623'THE TREE LINE AND FIELD ROAD TO THE JUNCTION OF THE SANDY WOODS ROADS
 EH2623'LEADING SOUTH, SOUTHEAST, AND NORTH-NORTHEAST, THENCE 0.9 KM (0.6 MI)
 EH2623'SOUTHEAST ALONG THE SANDY WOODS ROAD, SET BETWEEN THREE WITNESS POSTS,
 EH2623'ABOUT 60.9 METERS (200.0 FT) SOUTHEAST OF A NORTH CURVE IN THE WOODS
 EH2623'ROAD, ABOUT 48.8 METERS (160.0 FT) NORTHEAST OF THE LOW WATER LINE OF
 EH2623'THE RIVER, 6.1 METERS (20.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF
 EH2623'THE SAND WOODS ROAD, 5.5 METERS (18.2 FT) EAST-SOUTHEAST OF A TWIN
 EH2623'TRUNK 12-INCH COTTONWOOD TREE, AND 21.2 METERS (69.4 FT) SOUTHWEST AND
 EH2623'ACROSS THE WOODS ROAD FROM A 24-INCH BLAZED COTTONWOOD TREE.
 EH2623'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 EH2623'THE MARK IS 0.61 M ABOVE SAND WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1400 ***********************************************************************
 EG1400  DESIGNATION -  A 356
 EG1400  PID         -  EG1400
 EG1400  STATE/COUNTY-  MS/PRENTISS
 EG1400  USGS QUAD   -  WHEELER (1973)
 EG1400
 EG1400                         *CURRENT SURVEY CONTROL
 EG1400  ___________________________________________________________________
 EG1400* NAD 83(1986)-  34 33 59.     (N)    088 34 58.     (W)     SCALED    
 EG1400* NAVD 88     -       140.043  (meters)     459.46   (feet)  ADJUSTED  
 EG1400  ___________________________________________________________________
 EG1400  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1400  DYNAMIC HT  -         139.906 (meters)     459.01  (feet)  COMP
 EG1400  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EG1400
 EG1400  VERT ORDER  -  FIRST     CLASS II
 EG1400
 EG1400.The horizontal coordinates were scaled from a topographic map and have
 EG1400.an estimated accuracy of +/- 6 seconds.
 EG1400
 EG1400.The orthometric height was determined by differential leveling
 EG1400.and adjusted in June 1991.
 EG1400
 EG1400.The geoid height was determined by GEOID03.
 EG1400
 EG1400.The dynamic height is computed by dividing the NAVD 88
 EG1400.geopotential number by the normal gravity value computed on the
 EG1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1400.degrees latitude (g = 980.6199 gals.).
 EG1400
 EG1400.The modeled gravity was interpolated from observed gravity values.
 EG1400
 EG1400;                    North         East    Units  Estimated Accuracy
 EG1400;SPC MS E     -   561,800.      322,990.      MT  (+/- 180 meters Scaled)
 EG1400
 EG1400                          SUPERSEDED SURVEY CONTROL
 EG1400
 EG1400  NGVD 29 (??/??/92)  139.976  (m)          459.24   (f) ADJ UNCH    1 2
 EG1400
 EG1400.Superseded values are not recommended for survey control.
 EG1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1400.See file dsdata.txt to determine how the superseded data were derived.
 EG1400
 EG1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD548260(NAD 83)
 EG1400_MARKER: I = METAL ROD
 EG1400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1400_SP_SET: STAINLESS STEEL ROD
 EG1400_STAMPING: A 356 1985
 EG1400_MARK LOGO: NGS   
 EG1400_PROJECTION: FLUSH
 EG1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1400+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG1400_ROD/PIPE-DEPTH: 3.6  meters
 EG1400
 EG1400  HISTORY     - Date     Condition        Report By
 EG1400  HISTORY     - 1985     MONUMENTED       NGS
 EG1400  HISTORY     - 20040818 GOOD             USACE
 EG1400
 EG1400                          STATION DESCRIPTION
 EG1400
 EG1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1400'3.0 KM (1.85 MI) ESE FROM WHEELER.
 EG1400'0.5 KM (0.3 MI) SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH
 EG1400'SCHOOL IN WHEELER, THENCE 2.4 KM (1.5 MI) EAST-SOUTHEAST ALONG A
 EG1400'GRAVEL ROAD TO THE JUNCTION OF A GRAVEL ROAD LEADING NORTH AND THE
 EG1400'MARK ON THE RIGHT, 13.41 METERS (44.0 FT) SOUTH OF THE CENTER OF THE
 EG1400'ROAD, 9.14 METERS (30.0 FT) WEST OF THE CENTER OF THE ROAD LEADING
 EG1400'NORTH AND 0.45 METERS (1.5 FT) SOUTH OF A POWER POLE WITH TELEPHONE
 EG1400'CABLE BOX P6.
 EG1400'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 EG1400
 EG1400                          STATION RECOVERY (2004)
 EG1400
 EG1400'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1485 ***********************************************************************
 EG1485  DESIGNATION -  A 357
 EG1485  PID         -  EG1485
 EG1485  STATE/COUNTY-  MS/CHICKASAW
 EG1485  USGS QUAD   -  SHANNON (1979)
 EG1485
 EG1485                         *CURRENT SURVEY CONTROL
 EG1485  ___________________________________________________________________
 EG1485* NAD 83(1986)-  34 00 05.     (N)    088 44 29.     (W)     SCALED    
 EG1485* NAVD 88     -        96.246  (meters)     315.77   (feet)  ADJUSTED  
 EG1485  ___________________________________________________________________
 EG1485  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1485  DYNAMIC HT  -          96.148 (meters)     315.45  (feet)  COMP
 EG1485  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 EG1485
 EG1485  VERT ORDER  -  FIRST     CLASS II
 EG1485
 EG1485.The horizontal coordinates were scaled from a topographic map and have
 EG1485.an estimated accuracy of +/- 6 seconds.
 EG1485
 EG1485.The orthometric height was determined by differential leveling
 EG1485.and adjusted in June 1991.
 EG1485
 EG1485.The geoid height was determined by GEOID03.
 EG1485
 EG1485.The dynamic height is computed by dividing the NAVD 88
 EG1485.geopotential number by the normal gravity value computed on the
 EG1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1485.degrees latitude (g = 980.6199 gals.).
 EG1485
 EG1485.The modeled gravity was interpolated from observed gravity values.
 EG1485
 EG1485;                    North         East    Units  Estimated Accuracy
 EG1485;SPC MS E     -   499,110.      308,490.      MT  (+/- 180 meters Scaled)
 EG1485
 EG1485                          SUPERSEDED SURVEY CONTROL
 EG1485
 EG1485  NGVD 29 (??/??/92)   96.182  (m)          315.56   (f) ADJ UNCH    1 2
 EG1485
 EG1485.Superseded values are not recommended for survey control.
 EG1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1485.See file dsdata.txt to determine how the superseded data were derived.
 EG1485
 EG1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC391636(NAD 83)
 EG1485_MARKER: I = METAL ROD
 EG1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1485_SP_SET: STAINLESS STEEL ROD
 EG1485_STAMPING: A 357 1985
 EG1485_MARK LOGO: NGS   
 EG1485_PROJECTION: FLUSH
 EG1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1485_ROD/PIPE-DEPTH: 4.9  meters
 EG1485
 EG1485  HISTORY     - Date     Condition        Report By
 EG1485  HISTORY     - 1985     MONUMENTED       NGS
 EG1485
 EG1485                          STATION DESCRIPTION
 EG1485
 EG1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1485'1.3 KM (0.8 MI) EAST FROM OKOLONA.
 EG1485'1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 EG1485'HIGHWAY 45 ALTERNATE IN OKOLONA, TO THE MARK ON THE RIGHT, IN FRONT OF
 EG1485'THE CARNATION BAPTIST CHURCH, 7.77 METERS (25.5 FT) SOUTH OF THE
 EG1485'CENTER LINE OF THE HIGHWAY, 4.57 METERS (15.0 FT) WEST OF THE EXTENDED
 EG1485'CENTER LINE OF MONROE AVENUE, 0.76 METER (2.5 FT) EAST OF A UTILITY
 EG1485'POLE WITH A STREET LAMP.
 EG1485'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1485'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1436 ***********************************************************************
 EG1436  DESIGNATION -  A 358
 EG1436  PID         -  EG1436
 EG1436  STATE/COUNTY-  MS/ITAWAMBA
 EG1436  USGS QUAD   -  FULTON (1992)
 EG1436
 EG1436                         *CURRENT SURVEY CONTROL
 EG1436  ___________________________________________________________________
 EG1436* NAD 83(1986)-  34 19 35.     (N)    088 25 13.     (W)     SCALED    
 EG1436* NAVD 88     -        87.318  (meters)     286.48   (feet)  ADJUSTED  
 EG1436  ___________________________________________________________________
 EG1436  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1436  DYNAMIC HT  -          87.231 (meters)     286.19  (feet)  COMP
 EG1436  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 EG1436
 EG1436  VERT ORDER  -  FIRST     CLASS II
 EG1436
 EG1436.The horizontal coordinates were scaled from a topographic map and have
 EG1436.an estimated accuracy of +/- 6 seconds.
 EG1436
 EG1436.The orthometric height was determined by differential leveling
 EG1436.and adjusted in June 1991.
 EG1436
 EG1436.The geoid height was determined by GEOID03.
 EG1436
 EG1436.The dynamic height is computed by dividing the NAVD 88
 EG1436.geopotential number by the normal gravity value computed on the
 EG1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1436.degrees latitude (g = 980.6199 gals.).
 EG1436
 EG1436.The modeled gravity was interpolated from observed gravity values.
 EG1436
 EG1436;                    North         East    Units  Estimated Accuracy
 EG1436;SPC MS E     -   535,230.      338,010.      MT  (+/- 180 meters Scaled)
 EG1436
 EG1436                          SUPERSEDED SURVEY CONTROL
 EG1436
 EG1436  NGVD 29 (??/??/92)   87.250  (m)          286.25   (f) ADJ UNCH    1 2
 EG1436
 EG1436.Superseded values are not recommended for survey control.
 EG1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1436.See file dsdata.txt to determine how the superseded data were derived.
 EG1436
 EG1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC693992(NAD 83)
 EG1436_MARKER: I = METAL ROD
 EG1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1436_SP_SET: STAINLESS STEEL ROD
 EG1436_STAMPING: A 358 1985
 EG1436_MARK LOGO: NGS   
 EG1436_PROJECTION: FLUSH
 EG1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1436+STABILITY: POSITION/ELEVATION WELL
 EG1436_ROD/PIPE-DEPTH: 17.0 meters
 EG1436
 EG1436  HISTORY     - Date     Condition        Report By
 EG1436  HISTORY     - 1985     MONUMENTED       NGS
 EG1436
 EG1436                          STATION DESCRIPTION
 EG1436
 EG1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1436'26.7 KM (16.6 MI) SSW FROM BAY SPRINGS.
 EG1436'26.7 KM (16.6 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1436'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1436'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 6.0 KM (3.75 MI)
 EG1436'NORTH OF THE JUNCTION OF OLD U.S. HIGHWAY 78, 6.85 METERS (22.5 FT)
 EG1436'EAST OF THE CENTER OF THE LEVEE ROAD, 7.31 METERS (24.0 FT)
 EG1436'SOUTHWEST OF RANGE MARKER SIGN NUMBER 38.58. NOTE--ACCESS TO DATUM
 EG1436'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1436'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3147 ***********************************************************************
 EH3147  DESIGNATION -  A 359
 EH3147  PID         -  EH3147
 EH3147  STATE/COUNTY-  MS/DE SOTO
 EH3147  USGS QUAD   -  LAKE CORMORANT (1982)
 EH3147
 EH3147                         *CURRENT SURVEY CONTROL
 EH3147  ___________________________________________________________________
 EH3147* NAD 83(1986)-  34 53 13.     (N)    090 12 50.     (W)     SCALED    
 EH3147* NAVD 88     -        62.592  (meters)     205.35   (feet)  ADJUSTED  
 EH3147  ___________________________________________________________________
 EH3147  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EH3147  DYNAMIC HT  -          62.533 (meters)     205.16  (feet)  COMP
 EH3147  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 EH3147
 EH3147  VERT ORDER  -  FIRST     CLASS II
 EH3147
 EH3147.The horizontal coordinates were scaled from a topographic map and have
 EH3147.an estimated accuracy of +/- 6 seconds.
 EH3147
 EH3147.The orthometric height was determined by differential leveling
 EH3147.and adjusted in July 1994.
 EH3147
 EH3147.The geoid height was determined by GEOID03.
 EH3147
 EH3147.The dynamic height is computed by dividing the NAVD 88
 EH3147.geopotential number by the normal gravity value computed on the
 EH3147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3147.degrees latitude (g = 980.6199 gals.).
 EH3147
 EH3147.The modeled gravity was interpolated from observed gravity values.
 EH3147
 EH3147;                    North         East    Units  Estimated Accuracy
 EH3147;SPC MS W     -   597,340.      710,920.      MT  (+/- 180 meters Scaled)
 EH3147
 EH3147                          SUPERSEDED SURVEY CONTROL
 EH3147
 EH3147.No superseded survey control is available for this station.
 EH3147
 EH3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU546640(NAD 83)
 EH3147_MARKER: DV = VERTICAL CONTROL DISK
 EH3147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH3147_SP_SET: ABUTMENT
 EH3147_STAMPING: A 359 1991
 EH3147_MARK LOGO: NGS   
 EH3147_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH3147+STABILITY: POSITION/ELEVATION WELL
 EH3147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3147+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH3147
 EH3147  HISTORY     - Date     Condition        Report By
 EH3147  HISTORY     - 1991     MONUMENTED       NGS
 EH3147  HISTORY     - 20000606 GOOD             NGS
 EH3147  HISTORY     - 20030409 GOOD             USACE
 EH3147
 EH3147                          STATION DESCRIPTION
 EH3147
 EH3147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3147'9.5 KM (5.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH3147'IN WALLS, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END
 EH3147'OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE SPANNING LAKE
 EH3147'CORMORANT BAYOU, 9.5 M (31.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 EH3147'HIGHWAY, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EH3147
 EH3147                          STATION RECOVERY (2000)
 EH3147
 EH3147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH3147'RECOVERED IN GOOD CONDITION.
 EH3147
 EH3147                          STATION RECOVERY (2003)
 EH3147
 EH3147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3147'MARK IS ON BRIDGE IN NORTHBOUND LANES OF US HWY 61.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0346 ***********************************************************************
 BV0346  DESIGNATION -  A 36
 BV0346  PID         -  BV0346
 BV0346  STATE/COUNTY-  MS/WAYNE
 BV0346  USGS QUAD   -  WAYNESBORO (1982)
 BV0346
 BV0346                         *CURRENT SURVEY CONTROL
 BV0346  ___________________________________________________________________
 BV0346* NAD 83(1986)-  31 41 26.     (N)    088 39 42.     (W)     SCALED    
 BV0346* NAVD 88     -        56.551  (meters)     185.53   (feet)  ADJUSTED  
 BV0346  ___________________________________________________________________
 BV0346  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BV0346  DYNAMIC HT  -          56.485 (meters)     185.32  (feet)  COMP
 BV0346  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 BV0346
 BV0346  VERT ORDER  -  FIRST     CLASS II
 BV0346
 BV0346.The horizontal coordinates were scaled from a topographic map and have
 BV0346.an estimated accuracy of +/- 6 seconds.
 BV0346
 BV0346.The orthometric height was determined by differential leveling
 BV0346.and adjusted in June 1991.
 BV0346
 BV0346.The geoid height was determined by GEOID03.
 BV0346
 BV0346.The dynamic height is computed by dividing the NAVD 88
 BV0346.geopotential number by the normal gravity value computed on the
 BV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0346.degrees latitude (g = 980.6199 gals.).
 BV0346
 BV0346.The modeled gravity was interpolated from observed gravity values.
 BV0346
 BV0346;                    North         East    Units  Estimated Accuracy
 BV0346;SPC MS E     -   242,850.      316,280.      MT  (+/- 180 meters Scaled)
 BV0346
 BV0346                          SUPERSEDED SURVEY CONTROL
 BV0346
 BV0346  NGVD 29 (??/??/92)   56.569  (m)          185.59   (f) ADJ UNCH    1 2
 BV0346
 BV0346.Superseded values are not recommended for survey control.
 BV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0346.See file dsdata.txt to determine how the superseded data were derived.
 BV0346
 BV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA425073(NAD 83)
 BV0346_MARKER: DB = BENCH MARK DISK
 BV0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0346_SP_SET: CONCRETE POST
 BV0346_STAMPING: A 36 1934
 BV0346_MARK LOGO: CGS   
 BV0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0346+STABILITY: SURFACE MOTION
 BV0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0346+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 BV0346
 BV0346  HISTORY     - Date     Condition        Report By
 BV0346  HISTORY     - 1934     MONUMENTED       CGS
 BV0346  HISTORY     - 1958     GOOD             NGS
 BV0346  HISTORY     - 1961     GOOD             NGS
 BV0346  HISTORY     - 19910809 GOOD             MSHD
 BV0346  HISTORY     - 20000301 GOOD             MSHD
 BV0346  HISTORY     - 20000713 GOOD             NGS
 BV0346
 BV0346                          STATION DESCRIPTION
 BV0346
 BV0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0346'1.4 MI N FROM WAYNESBORO.
 BV0346'LOCATED 1.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BV0346'THE STATION IN WAYNESBORO, 2 POLES OR 66 PACES SOUTH OF MILEPOST 84, 9
 BV0346'POLE SOUTH OF THE CROSSING OF STATE HIGHWAY 22, IN THE NORTHEAST ANGLE
 BV0346'OF A ROAD CROSSING, 33 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK
 BV0346'WHICH IS AT THE SOUTH END OF A SIDE TRACK LEADING NORTH, 25 FEET NORTH
 BV0346'OF THE CENTER OF ROAD, 41 FEET NORTHEAST OF THE CENTER OF THE ROAD
 BV0346'CROSSING, 61 FEET WEST OF THE CENTER OF STATE HIGHWAY 22, 45 FEET EAST
 BV0346'OF A SWITCH STAND AND 56 FEET EAST OF THE 2ND POLE SOUTH OF MILEPOST
 BV0346'84.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0346'PROJECTING 6 INCHES, 1 FOOT BELOW THE LEVEL OF THE TRACK AND ABOUT
 BV0346'LEVEL WITH THE ROAD.
 BV0346
 BV0346                          STATION RECOVERY (1961)
 BV0346
 BV0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BV0346'RECOVERED IN GOOD CONDITION.
 BV0346
 BV0346                          STATION RECOVERY (1991)
 BV0346
 BV0346'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0346'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHWEST OF WAYNESBORO, IN
 BV0346'BETWEEN THE I.C.G. RAILROAD TRACK AND SPRING STREET, 0.25 MI
 BV0346'(0.40 KM) SOUTHEAST OF THE WOODWARDS CROSSING AND IS IN SECTION 2, T
 BV0346'8N, R 7W.
 BV0346'TO REACH FROM THE INTERSECTION OF SPRING STREET AND U.S. HIGHWAY 84
 BV0346'JUST NORTHEAST OF THE POST OFFICE IN WAYNESBORO, GO NORTHWEST ON
 BV0346'SPRING STREET FOR 1.45 MI (2.33 KM) TO A TRACK ROAD AND THE MARK ON
 BV0346'THE LEFT.
 BV0346'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0346'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 6
 BV0346'INCHES, 184.0 FT (56.1 M) SOUTHEAST OF A POINT OPPOSITE MILEPOST NO
 BV0346'84, 61.0 FT (18.6 M) SOUTHWEST OF THE CENTER OF SPRING STREET, 45.0
 BV0346'FT (13.7 M) NORTHEAST OF A SWITCH STAND, 33.5 FT (10.2 M) NORTHEAST
 BV0346'OF THE NORTHEAST RAIL, 28.0 FT (8.5 M) NORTHWEST OF THE CENTER OF A
 BV0346'TRACK ROAD AND 1.5 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST.
 BV0346
 BV0346                          STATION RECOVERY (2000)
 BV0346
 BV0346'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0346'RECOVERED AS DESCRIBED.
 BV0346
 BV0346                          STATION RECOVERY (2000)
 BV0346
 BV0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2155 ***********************************************************************
 DK2155  DESIGNATION -  A 360
 DK2155  PID         -  DK2155
 DK2155  STATE/COUNTY-  MS/BOLIVAR
 DK2155  USGS QUAD   -  ROSEDALE (1972)
 DK2155
 DK2155                         *CURRENT SURVEY CONTROL
 DK2155  ___________________________________________________________________
 DK2155* NAD 83(1986)-  33 49 57.     (N)    091 01 10.     (W)     SCALED    
 DK2155* NAVD 88     -        44.284  (meters)     145.29   (feet)  ADJUSTED  
 DK2155  ___________________________________________________________________
 DK2155  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK2155  DYNAMIC HT  -          44.239 (meters)     145.14  (feet)  COMP
 DK2155  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 DK2155
 DK2155  VERT ORDER  -  FIRST     CLASS II
 DK2155
 DK2155.The horizontal coordinates were scaled from a topographic map and have
 DK2155.an estimated accuracy of +/- 6 seconds.
 DK2155
 DK2155.The orthometric height was determined by differential leveling
 DK2155.and adjusted in July 1994.
 DK2155
 DK2155.The geoid height was determined by GEOID03.
 DK2155
 DK2155.The dynamic height is computed by dividing the NAVD 88
 DK2155.geopotential number by the normal gravity value computed on the
 DK2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2155.degrees latitude (g = 980.6199 gals.).
 DK2155
 DK2155.The modeled gravity was interpolated from observed gravity values.
 DK2155
 DK2155;                    North         East    Units  Estimated Accuracy
 DK2155;SPC MS W     -   480,580.      636,490.      MT  (+/- 180 meters Scaled)
 DK2155
 DK2155                          SUPERSEDED SURVEY CONTROL
 DK2155
 DK2155.No superseded survey control is available for this station.
 DK2155
 DK2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT832453(NAD 83)
 DK2155_MARKER: I = METAL ROD
 DK2155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2155_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2155_STAMPING: A 360 1991
 DK2155_MARK LOGO: NGS   
 DK2155_PROJECTION: FLUSH
 DK2155_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2155+STABILITY: POSITION/ELEVATION WELL
 DK2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2155+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DK2155_ROD/PIPE-DEPTH: 21.5 meters
 DK2155_SLEEVE-DEPTH  : 6.6 meters
 DK2155
 DK2155  HISTORY     - Date     Condition        Report By
 DK2155  HISTORY     - 1991     MONUMENTED       NGS
 DK2155  HISTORY     - 20030716 GOOD             USACE
 DK2155
 DK2155                          STATION DESCRIPTION
 DK2155
 DK2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2155'1.8 KM (1.10 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK2155'STATE HIGHWAY 8 IN ROSEDALE, 53.6 M (175.9 FT) NORTHWEST OF THE
 DK2155'CENTER OF A PAVED ROAD, 33.0 M (108.3 FT) SOUTHWEST OF THE CENTER OF
 DK2155'THE HIGHWAY, 19.2 M (63.0 FT) EAST OF THE NEAR RAIL OF AN ILLINOIS
 DK2155'CENTRAL SPUR TRACK, 6.8 M (22.3 FT) NORTH OF A UTILITY POLE, 1.5 M
 DK2155'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTHWEST
 DK2155'OF THE SOUTHWEST LEG OF A SIGN (PORT ROSEDALE).  NOTE--ACCESS TO THE
 DK2155'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DK2155
 DK2155                          STATION RECOVERY (2003)
 DK2155
 DK2155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3443 ***********************************************************************
 CP3443  DESIGNATION -  A 361
 CP3443  PID         -  CP3443
 CP3443  STATE/COUNTY-  MS/SHARKEY
 CP3443  USGS QUAD   -  ONWARD (1988)
 CP3443
 CP3443                         *CURRENT SURVEY CONTROL
 CP3443  ___________________________________________________________________
 CP3443* NAD 83(2007)-  32 40 49.91101(N)    090 55 12.26476(W)     ADJUSTED  
 CP3443* NAVD 88     -        31.494  (meters)     103.33   (feet)  ADJUSTED  
 CP3443  ___________________________________________________________________
 CP3443  EPOCH DATE  -        2002.00
 CP3443  X           -     -86,288.724 (meters)                     COMP
 CP3443  Y           -  -5,372,999.545 (meters)                     COMP
 CP3443  Z           -   3,424,193.870 (meters)                     COMP
 CP3443  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CP3443  ELLIP HEIGHT-           4.951 (meters)          (02/15/08) ADJUSTED
 CP3443  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP3443  DYNAMIC HT  -          31.459 (meters)     103.21  (feet)  COMP
 CP3443  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CP3443
 CP3443  HORZ ORDER  -  B
 CP3443  VERT ORDER  -  FIRST     CLASS II
 CP3443  ELLP ORDER  -  FOURTH    CLASS II
 CP3443
 CP3443.The horizontal coordinates were established by GPS observations
 CP3443.and adjusted by the EMC INCORPORATED in February 2008.
 CP3443
 CP3443.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3443.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3443.The horizontal coordinates are valid at the epoch date displayed above.
 CP3443.The epoch date for horizontal control is a decimal equivalence
 CP3443.of Year/Month/Day.
 CP3443
 CP3443.The orthometric height was determined by differential leveling
 CP3443.and adjusted in July 1994.
 CP3443
 CP3443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3443
 CP3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3443
 CP3443.The ellipsoidal height was determined by GPS observations
 CP3443.and is referenced to NAD 83.
 CP3443
 CP3443.The geoid height was determined by GEOID03.
 CP3443
 CP3443.The dynamic height is computed by dividing the NAVD 88
 CP3443.geopotential number by the normal gravity value computed on the
 CP3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3443.degrees latitude (g = 980.6199 gals.).
 CP3443
 CP3443.The modeled gravity was interpolated from observed gravity values.
 CP3443
 CP3443;                    North         East     Units Scale Factor Converg.
 CP3443;SPC MS W     -   352,763.625   644,972.832   MT  0.99998732   -0 19 00.6
 CP3443;SPC MS W     - 1,157,358.66  2,116,048.37   sFT  0.99998732   -0 19 00.6
 CP3443;UTM  15      - 3,617,783.226   695,013.258   MT  1.00006896   +1 07 24.3
 CP3443
 CP3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3443!SPC MS W     -   0.99999922  x   0.99998732  =   0.99998654
 CP3443!UTM  15      -   0.99999922  x   1.00006896  =   1.00006818
 CP3443
 CP3443                          SUPERSEDED SURVEY CONTROL
 CP3443
 CP3443  NAVD 88 (02/15/08)   31.49   (m)          103.3    (f) LEVELING    3  
 CP3443
 CP3443.Superseded values are not recommended for survey control.
 CP3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3443.See file dsdata.txt to determine how the superseded data were derived.
 CP3443
 CP3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9501317783(NAD 83)
 CP3443_MARKER: DV = VERTICAL CONTROL DISK
 CP3443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3443_SP_SET: SET IN AN ABUTMENT OR PIER OF A
 CP3443_STAMPING: A 361 1991
 CP3443_MARK LOGO: NGS   
 CP3443_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3443+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 CP3443
 CP3443  HISTORY     - Date     Condition        Report By
 CP3443  HISTORY     - 1991     MONUMENTED       NGS
 CP3443  HISTORY     - 20000203 GOOD             MSHD
 CP3443  HISTORY     - 20061201 GOOD             EMCINC
 CP3443
 CP3443                          STATION DESCRIPTION
 CP3443
 CP3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CP3443'27.4 KM (17.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP3443'OF STATE HIGHWAY 14 IN ROLLING FORK, IN TOP OF AND 0.2 M (0.7 FT)
 CP3443'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 CP3443'BRIDGE NUMBER 142.4 SPANNING DEER CREEK, 9.6 M (31.5 FT) SOUTHWEST OF
 CP3443'THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 CP3443'THE HIGHWAY.
 CP3443
 CP3443                          STATION RECOVERY (2000)
 CP3443
 CP3443'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP3443'RECOVERED AS DESCRIBED.  PROCEED SOUTH ON HWY 61 FROM INTERSECTION OF
 CP3443'HWY 61 AND HWY 1 IN ONWARD, MS, FOR 3.4 MILES (5.5 KM) TO BRIDGE OVER
 CP3443'DEER CREEK.  MARK IS IN THE SOUTH END AND ON THE WEST SIDE OF HWY 61
 CP3443'IN THE ABUTMENT.  MARK IS 31.5 FT (9.6 M) SOUTHWEST OF CENTER OF HWY
 CP3443'61, AND 3.3 FT (1.0 M) BELOW LEVEL OF HWY.
 CP3443
 CP3443                          STATION RECOVERY (2006)
 CP3443
 CP3443'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 CP3443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2591 ***********************************************************************
 BW2591  DESIGNATION -  A 362
 BW2591  PID         -  BW2591
 BW2591  STATE/COUNTY-  MS/LINCOLN
 BW2591  USGS QUAD   -  WESSON (1972)
 BW2591
 BW2591                         *CURRENT SURVEY CONTROL
 BW2591  ___________________________________________________________________
 BW2591* NAD 83(1986)-  31 37 51.     (N)    090 26 08.     (W)     SCALED    
 BW2591* NAVD 88     -       138.218  (meters)     453.47   (feet)  ADJUSTED  
 BW2591  ___________________________________________________________________
 BW2591  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW2591  DYNAMIC HT  -         138.050 (meters)     452.92  (feet)  COMP
 BW2591  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 BW2591
 BW2591  VERT ORDER  -  FIRST     CLASS II
 BW2591
 BW2591.The horizontal coordinates were scaled from a topographic map and have
 BW2591.an estimated accuracy of +/- 6 seconds.
 BW2591
 BW2591.The orthometric height was determined by differential leveling
 BW2591.and adjusted in February 1994.
 BW2591
 BW2591.The geoid height was determined by GEOID03.
 BW2591
 BW2591.The dynamic height is computed by dividing the NAVD 88
 BW2591.geopotential number by the normal gravity value computed on the
 BW2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2591.degrees latitude (g = 980.6199 gals.).
 BW2591
 BW2591.The modeled gravity was interpolated from observed gravity values.
 BW2591
 BW2591;                    North         East    Units  Estimated Accuracy
 BW2591;SPC MS W     -   236,220.      690,300.      MT  (+/- 180 meters Scaled)
 BW2591
 BW2591                          SUPERSEDED SURVEY CONTROL
 BW2591
 BW2591.No superseded survey control is available for this station.
 BW2591
 BW2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR432023(NAD 83)
 BW2591_MARKER: I = METAL ROD
 BW2591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2591_SP_SET: STAINLESS STEEL ROD
 BW2591_STAMPING: A 362 1992
 BW2591_MARK LOGO: NGS   
 BW2591_PROJECTION: FLUSH
 BW2591_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW2591+STABILITY: POSITION/ELEVATION WELL
 BW2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2591+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2591_ROD/PIPE-DEPTH: 27.5 meters
 BW2591
 BW2591  HISTORY     - Date     Condition        Report By
 BW2591  HISTORY     - 1992     MONUMENTED       NGS
 BW2591
 BW2591                          STATION DESCRIPTION
 BW2591
 BW2591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2591'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 550 (MONTICELLO
 BW2591'STREET) FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN
 BW2591'BROOKHAVEN, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BW2591'18.1 M (59.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.6 M
 BW2591'(31.5 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD AND GATE, 0.5 M
 BW2591'(1.6 FT) SOUTHWEST OF THE SOUTHWEST END OF A FENCE, 0.4 M (1.3 FT)
 BW2591'WEST OF A WITNESS POST AND T-FENCE CORNER, AND 0.4 M (1.3 FT) BELOW
 BW2591'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 BW2591'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3455 ***********************************************************************
 CP3455  FBN         -  This is a Federal Base Network Control Station.
 CP3455  DESIGNATION -  A 363
 CP3455  PID         -  CP3455
 CP3455  STATE/COUNTY-  MS/HINDS
 CP3455  USGS QUAD   -  FLORENCE (1980)
 CP3455
 CP3455                         *CURRENT SURVEY CONTROL
 CP3455  ___________________________________________________________________
 CP3455* NAD 83(2007)-  32 13 14.74575(N)    090 13 26.51443(W)     ADJUSTED  
 CP3455* NAVD 88     -        83.466  (meters)     273.84   (feet)  ADJUSTED  
 CP3455  ___________________________________________________________________
 CP3455  EPOCH DATE  -        2002.00
 CP3455  X           -     -21,118.723 (meters)                     COMP
 CP3455  Y           -  -5,401,052.805 (meters)                     COMP
 CP3455  Z           -   3,381,197.141 (meters)                     COMP
 CP3455  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CP3455  ELLIP HEIGHT-          57.108 (meters)          (02/10/07) ADJUSTED
 CP3455  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP3455  DYNAMIC HT  -          83.370 (meters)     273.52  (feet)  COMP
 CP3455
 CP3455  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3455  Type    PID    Designation                      North   East  Ellip
 CP3455  -------------------------------------------------------------------
 CP3455  NETWORK CP3455 A 363                             0.90   0.86   3.29
 CP3455  -------------------------------------------------------------------
 CP3455  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CP3455
 CP3455  VERT ORDER  -  FIRST     CLASS II
 CP3455
 CP3455.The horizontal coordinates were established by GPS observations
 CP3455.and adjusted by the National Geodetic Survey in February 2007.
 CP3455
 CP3455.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3455.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3455.The horizontal coordinates are valid at the epoch date displayed above.
 CP3455.The epoch date for horizontal control is a decimal equivalence
 CP3455.of Year/Month/Day.
 CP3455
 CP3455.The orthometric height was determined by differential leveling
 CP3455.and adjusted in February 1994.
 CP3455
 CP3455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3455
 CP3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3455
 CP3455.The ellipsoidal height was determined by GPS observations
 CP3455.and is referenced to NAD 83.
 CP3455
 CP3455.The geoid height was determined by GEOID03.
 CP3455
 CP3455.The dynamic height is computed by dividing the NAVD 88
 CP3455.geopotential number by the normal gravity value computed on the
 CP3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3455.degrees latitude (g = 980.6199 gals.).
 CP3455
 CP3455.The modeled gravity was interpolated from observed gravity values.
 CP3455
 CP3455;                    North         East     Units Scale Factor Converg.
 CP3455;SPC MS W     -   301,633.415   710,302.911   MT  0.99995131   +0 03 29.8
 CP3455;SPC MS W     -   989,608.96  2,330,385.47   sFT  0.99995131   +0 03 29.8
 CP3455;UTM  15      - 3,568,286.778   761,619.328   MT  1.00044415   +1 28 51.4
 CP3455
 CP3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3455!SPC MS W     -   0.99999103  x   0.99995131  =   0.99994234
 CP3455!UTM  15      -   0.99999103  x   1.00044415  =   1.00043518
 CP3455
 CP3455                          SUPERSEDED SURVEY CONTROL
 CP3455
 CP3455  ELLIP H (04/15/02)   57.121  (m)                       GP(       ) 4 2
 CP3455  NAD 83(1993)-  32 13 14.74564(N)    090 13 26.51435(W) AD(       ) B
 CP3455  ELLIP H (02/15/02)   57.121  (m)                       GP(       ) 4 1
 CP3455  NAD 83(1993)-  32 13 14.74498(N)    090 13 26.51411(W) AD(       ) 1
 CP3455  ELLIP H (03/15/01)   57.046  (m)                       GP(       ) 4 1
 CP3455  NAVD 88 (03/15/01)   83.47   (m)          273.9    (f) LEVELING    3  
 CP3455
 CP3455.Superseded values are not recommended for survey control.
 CP3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3455.See file dsdata.txt to determine how the superseded data were derived.
 CP3455
 CP3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6161968287(NAD 83)
 CP3455_MARKER: F = FLANGE-ENCASED ROD
 CP3455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3455_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3455_STAMPING: A 363 1992
 CP3455_MARK LOGO: NGS   
 CP3455_PROJECTION: FLUSH
 CP3455_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3455+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 CP3455_ROD/PIPE-DEPTH: 15.5 meters
 CP3455_SLEEVE-DEPTH  : 0.9 meters
 CP3455
 CP3455  HISTORY     - Date     Condition        Report By
 CP3455  HISTORY     - 1992     MONUMENTED       NGS
 CP3455  HISTORY     - 20000108 GOOD             NGS
 CP3455  HISTORY     - 20000701 GOOD             NGS
 CP3455  HISTORY     - 20000717 GOOD             NGS
 CP3455  HISTORY     - 20080306 GOOD             INDIV
 CP3455
 CP3455                          STATION DESCRIPTION
 CP3455
 CP3455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3455'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP3455'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP3455'WESTERLY ALONG MCDOWELL ROAD, THENCE 5.7 KM (3.55 MI) SOUTHWESTERLY
 CP3455'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, 40.4 M (132.5 FT) SOUTH
 CP3455'OF THE CENTER OF ELTON ROAD, 28.1 M (92.2 FT) EAST OF THE CENTER OF A
 CP3455'NORTHBOUND INTERSTATE HIGHWAY OFF-RAMP (EXIT 88), 21.0 M (68.9 FT)
 CP3455'WEST OF THE CENTERLINE OF THE ROAD, 8.5 M (27.9 FT) SOUTH OF A
 CP3455'T-JUNCTION UTILITY POLE WITH THREE GUY CABLES, 0.7 M (2.3 FT) BELOW
 CP3455'THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 CP3455'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 CP3455'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 CP3455
 CP3455                          STATION RECOVERY (2000)
 CP3455
 CP3455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3455'RECOVERED AS DESCRIBED.  STATION IS AT EXIT 88 ON I-55, ELTON ROAD
 CP3455'INTERCHANGE.  IT IS EAST OF I-55, SOUTH OF ELTON ROAD, WEST OF THE
 CP3455'FRONTAGE ROAD, AND EAST OF THE NORTHBOUND RAMP IN A CLEAR, GRASS
 CP3455'COVERED SPACE.
 CP3455
 CP3455                          STATION RECOVERY (2000)
 CP3455
 CP3455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3455'RECOVERED AS DESCRIBED.  STATION IS AT EXIT 88 OF I-55, ELTON RD., ON
 CP3455'THE SOUTH SIDE OF JACKSON, MS.  IT IS SOUTH OF ELTON ROAD, WEST OF THE
 CP3455'FRONTAGE ROAD, AND EAST OF THE NORTHBOUND EXIT RAMP.
 CP3455
 CP3455                          STATION RECOVERY (2000)
 CP3455
 CP3455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3455'AT I-55 EXIT 88, ELTON ROAD.  EAST OF I-55, SOUTH OF ELTON RD., WEST
 CP3455'OF FRONTAGE ROAD, EAST OF NORTHBOUND RAMP.
 CP3455
 CP3455                          STATION RECOVERY (2008)
 CP3455
 CP3455'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMR)
 CP3455'RECOVERED AS DESCRIBED-CAP WAS MISSING
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3211 ***********************************************************************
 BH3211  DESIGNATION -  A 364
 BH3211  PID         -  BH3211
 BH3211  STATE/COUNTY-  MS/JACKSON
 BH3211  USGS QUAD   -  VANCLEAVE (1982)
 BH3211
 BH3211                         *CURRENT SURVEY CONTROL
 BH3211  ___________________________________________________________________
 BH3211* NAD 83(1986)-  30 33 53.     (N)    088 43 08.     (W)     SCALED    
 BH3211* NAVD 88     -        33.782  (meters)     110.83   (feet)  ADJUSTED  
 BH3211  ___________________________________________________________________
 BH3211  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH3211  DYNAMIC HT  -          33.738 (meters)     110.69  (feet)  COMP
 BH3211  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BH3211
 BH3211  VERT ORDER  -  FIRST     CLASS II
 BH3211
 BH3211.The horizontal coordinates were scaled from a topographic map and have
 BH3211.an estimated accuracy of +/- 6 seconds.
 BH3211
 BH3211.The orthometric height was determined by differential leveling
 BH3211.and adjusted in September 1993.
 BH3211
 BH3211.The geoid height was determined by GEOID03.
 BH3211
 BH3211.The dynamic height is computed by dividing the NAVD 88
 BH3211.geopotential number by the normal gravity value computed on the
 BH3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3211.degrees latitude (g = 980.6199 gals.).
 BH3211
 BH3211.The modeled gravity was interpolated from observed gravity values.
 BH3211
 BH3211;                    North         East    Units  Estimated Accuracy
 BH3211;SPC MS E     -   118,030.      310,980.      MT  (+/- 180 meters Scaled)
 BH3211
 BH3211                          SUPERSEDED SURVEY CONTROL
 BH3211
 BH3211.No superseded survey control is available for this station.
 BH3211
 BH3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU351826(NAD 83)
 BH3211_MARKER: I = METAL ROD
 BH3211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3211_SP_SET: STAINLESS STEEL ROD
 BH3211_STAMPING: A 364 1993
 BH3211_MARK LOGO: NGS   
 BH3211_PROJECTION: FLUSH
 BH3211_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3211+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3211_ROD/PIPE-DEPTH: 22.6 meters
 BH3211
 BH3211  HISTORY     - Date     Condition        Report By
 BH3211  HISTORY     - 1993     MONUMENTED       NGS
 BH3211  HISTORY     - 20040420 POOR             MSHD
 BH3211
 BH3211                          STATION DESCRIPTION
 BH3211
 BH3211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3211'6.4 KM (3.95 MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3211'IN VANCLEAVE, 9.5 M (31.2 FT) WEST-SOUTHWEST OF AND LEVEL WITH THE
 BH3211'CENTERLINE OF THE HIGHWAY, 1.3 M (4.3 FT) NORTH OF THE EXTENDED
 BH3211'CENTER OF IRWIN LANE, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 BH3211'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3211
 BH3211                          STATION RECOVERY (2004)
 BH3211
 BH3211'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004 (DLG)
 BH3211'PVC PIPE AND CONCRETE CASING WAS PULLED OFF, AND TO THE SIDE. THE
 BH3211'ROD MONUMENT LOOKED TO BE IN GOOD CONDITION. I RESET THE PVC PIPE AND
 BH3211' 
 BH3211'CONCRETE CASING, AND PLACED A SURVEY MARKER BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3275 ***********************************************************************
 BH3275  DESIGNATION -  A 365
 BH3275  PID         -  BH3275
 BH3275  STATE/COUNTY-  MS/HANCOCK
 BH3275  USGS QUAD   -  KILN (1976)
 BH3275
 BH3275                         *CURRENT SURVEY CONTROL
 BH3275  ___________________________________________________________________
 BH3275* NAD 83(1986)-  30 27 07.     (N)    089 29 14.     (W)     SCALED    
 BH3275* NAVD 88     -        16.254  (meters)      53.33   (feet)  ADJUSTED  
 BH3275  ___________________________________________________________________
 BH3275  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BH3275  DYNAMIC HT  -          16.233 (meters)      53.26  (feet)  COMP
 BH3275  MODELED GRAV-     979,334.3   (mgal)                       NAVD 88
 BH3275
 BH3275  VERT ORDER  -  FIRST     CLASS II
 BH3275
 BH3275.The horizontal coordinates were scaled from a topographic map and have
 BH3275.an estimated accuracy of +/- 6 seconds.
 BH3275
 BH3275.The orthometric height was determined by differential leveling
 BH3275.and adjusted in February 1994.
 BH3275
 BH3275.The geoid height was determined by GEOID03.
 BH3275
 BH3275.The dynamic height is computed by dividing the NAVD 88
 BH3275.geopotential number by the normal gravity value computed on the
 BH3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3275.degrees latitude (g = 980.6199 gals.).
 BH3275
 BH3275.The modeled gravity was interpolated from observed gravity values.
 BH3275
 BH3275;                    North         East    Units  Estimated Accuracy
 BH3275;SPC MS E     -   105,700.      237,200.      MT  (+/- 180 meters Scaled)
 BH3275
 BH3275                          SUPERSEDED SURVEY CONTROL
 BH3275
 BH3275.No superseded survey control is available for this station.
 BH3275
 BH3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU611714(NAD 83)
 BH3275_MARKER: I = METAL ROD
 BH3275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3275_SP_SET: STAINLESS STEEL ROD
 BH3275_STAMPING: A 365 1993
 BH3275_MARK LOGO: NGS   
 BH3275_PROJECTION: FLUSH
 BH3275_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3275+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3275_ROD/PIPE-DEPTH: 24.0 meters
 BH3275
 BH3275  HISTORY     - Date     Condition        Report By
 BH3275  HISTORY     - 1993     MONUMENTED       NGS
 BH3275
 BH3275                          STATION DESCRIPTION
 BH3275
 BH3275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3275'15.8 KM (9.80 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH3275'OF U.S. HIGHWAY 90 IN WAVELAND, THENCE 7.4 KM (4.60 MI)
 BH3275'NORTHWESTERLY ALONG OLD KILN ROAD, 0.7 KM (0.45 MI) SOUTHEAST OF A 90
 BH3275'DEGREE TURN IN THE ROAD, 12.8 M (42.0 FT) EAST-NORTHEAST OF THE
 BH3275'CENTER OF THE ROAD, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD, AND
 BH3275'0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 BH3275'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3256 ***********************************************************************
 BH3256  DESIGNATION -  A 366
 BH3256  PID         -  BH3256
 BH3256  STATE/COUNTY-  MS/PEARL RIVER
 BH3256  USGS QUAD   -  PICAYUNE (1985)
 BH3256
 BH3256                         *CURRENT SURVEY CONTROL
 BH3256  ___________________________________________________________________
 BH3256* NAD 83(1986)-  30 31 36.     (N)    089 41 50.     (W)     SCALED    
 BH3256* NAVD 88     -        18.197  (meters)      59.70   (feet)  ADJUSTED  
 BH3256  ___________________________________________________________________
 BH3256  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BH3256  DYNAMIC HT  -          18.173 (meters)      59.62  (feet)  COMP
 BH3256  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BH3256
 BH3256  VERT ORDER  -  FIRST     CLASS II
 BH3256
 BH3256.The horizontal coordinates were scaled from a topographic map and have
 BH3256.an estimated accuracy of +/- 6 seconds.
 BH3256
 BH3256.The orthometric height was determined by differential leveling
 BH3256.and adjusted in February 1994.
 BH3256
 BH3256.The geoid height was determined by GEOID03.
 BH3256
 BH3256.The dynamic height is computed by dividing the NAVD 88
 BH3256.geopotential number by the normal gravity value computed on the
 BH3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3256.degrees latitude (g = 980.6199 gals.).
 BH3256
 BH3256.The modeled gravity was interpolated from observed gravity values.
 BH3256
 BH3256;                    North         East    Units  Estimated Accuracy
 BH3256;SPC MS E     -   114,120.      217,090.      MT  (+/- 180 meters Scaled)
 BH3256
 BH3256                          SUPERSEDED SURVEY CONTROL
 BH3256
 BH3256.No superseded survey control is available for this station.
 BH3256
 BH3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU411802(NAD 83)
 BH3256_MARKER: I = METAL ROD
 BH3256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3256_SP_SET: STAINLESS STEEL ROD
 BH3256_STAMPING: A 366 1993
 BH3256_MARK LOGO: NGS   
 BH3256_PROJECTION: RECESSED 5 CENTIMETERS
 BH3256_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3256+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3256_ROD/PIPE-DEPTH: 14.5 meters
 BH3256
 BH3256  HISTORY     - Date     Condition        Report By
 BH3256  HISTORY     - 1993     MONUMENTED       NGS
 BH3256  HISTORY     - 20050817 GOOD             NGS
 BH3256
 BH3256                          STATION DESCRIPTION
 BH3256
 BH3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3256'2.0 KM (1.25 MI) NORTHWESTERLY ALONG GOODYEAR BOULEVARD FROM THE POST
 BH3256'OFFICE IN PICAYUNE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG BEECH
 BH3256'STREET, 34.9 M (114.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF A ROAD
 BH3256'RUNNER CONVENIENCE STORE, 21.6 M (70.9 FT) EAST OF THE CENTER OF
 BH3256'BEECH STREET, 17.8 M (58.4 FT) WEST OF THE CENTER OF AN ENTRANCE ROAD
 BH3256'LEADING TO THE STORE PARKING LOT, 12.0 M (39.4 FT) SOUTH OF AND LEVEL
 BH3256'WITH THE CENTERLINE OF PALESTINE ROAD, 3.7 M (12.1 FT) SOUTHWEST OF
 BH3256'THE SOUTHWEST CORNER OF A STORM DRAIN, 0.6 M (2.0 FT) EAST OF A
 BH3256'UTILITY POLE WITH A GUY CABLE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 BH3256'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3256
 BH3256                          STATION RECOVERY (2005)
 BH3256
 BH3256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1215 ***********************************************************************
 EG1215  DESIGNATION -  A 37
 EG1215  PID         -  EG1215
 EG1215  STATE/COUNTY-  MS/DE SOTO
 EG1215  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1215
 EG1215                         *CURRENT SURVEY CONTROL
 EG1215  ___________________________________________________________________
 EG1215* NAD 83(1986)-  34 59 37.     (N)    089 51 53.     (W)     SCALED    
 EG1215* NAVD 88     -       101.533  (meters)     333.11   (feet)  ADJUSTED  
 EG1215  ___________________________________________________________________
 EG1215  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1215  DYNAMIC HT  -         101.438 (meters)     332.80  (feet)  COMP
 EG1215  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 EG1215
 EG1215  VERT ORDER  -  SECOND    CLASS 0
 EG1215
 EG1215.The horizontal coordinates were scaled from a topographic map and have
 EG1215.an estimated accuracy of +/- 6 seconds.
 EG1215
 EG1215.The orthometric height was determined by differential leveling
 EG1215.and adjusted in June 1991.
 EG1215
 EG1215.The geoid height was determined by GEOID03.
 EG1215
 EG1215.The dynamic height is computed by dividing the NAVD 88
 EG1215.geopotential number by the normal gravity value computed on the
 EG1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1215.degrees latitude (g = 980.6199 gals.).
 EG1215
 EG1215.The modeled gravity was interpolated from observed gravity values.
 EG1215
 EG1215;                    North         East    Units  Estimated Accuracy
 EG1215;SPC MS W     -   609,270.      742,780.      MT  (+/- 180 meters Scaled)
 EG1215
 EG1215                          SUPERSEDED SURVEY CONTROL
 EG1215
 EG1215  NGVD 29 (??/??/92)  101.492  (m)          332.98   (f) ADJ UNCH    2 0
 EG1215
 EG1215.Superseded values are not recommended for survey control.
 EG1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1215.See file dsdata.txt to determine how the superseded data were derived.
 EG1215
 EG1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385760(NAD 83)
 EG1215_MARKER: DB = BENCH MARK DISK
 EG1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1215+STABILITY: SURFACE MOTION
 EG1215
 EG1215  HISTORY     - Date     Condition        Report By
 EG1215  HISTORY     - UNK      MONUMENTED       CGS
 EG1215  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1215  HISTORY     - 20080417 MARK NOT FOUND   MSDOT
 EG1215
 EG1215                          STATION DESCRIPTION
 EG1215
 EG1215'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1215'7.7 MI NW FROM MILLER.
 EG1215'LOCATED ABOUT 7.7 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1215'RAILWAY FROM THE STATION AT MILLER.  IT IS ABOUT 192 FEET SOUTH OF THE
 EG1215'TENNESSEE-MISSISSIPPI STATE LINE, 135 FEET SOUTHWEST OF POLE 498 + 20,
 EG1215'42 FEET WEST OF THE CENTER OF THE TRACK, AND 3 FEET EAST OF A FENCE.
 EG1215
 EG1215                          STATION RECOVERY (2008)
 EG1215
 EG1215'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1215'MARK APPARENTLY DESTROYED AS THE LOCATION FALLS UNDER A RAILROAD SPUR
 EG1215'FOR THE GUARDIAN FIBERGLASS MANUFACTURING PLANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1141 ***********************************************************************
 EG1141  DESIGNATION -  A 38
 EG1141  PID         -  EG1141
 EG1141  STATE/COUNTY-  MS/PANOLA
 EG1141  USGS QUAD   -  BATESVILLE (1982)
 EG1141
 EG1141                         *CURRENT SURVEY CONTROL
 EG1141  ___________________________________________________________________
 EG1141* NAD 83(1986)-  34 21 02.     (N)    089 53 28.     (W)     SCALED    
 EG1141* NAVD 88     -        73.590  (meters)     241.44   (feet)  ADJUSTED  
 EG1141  ___________________________________________________________________
 EG1141  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EG1141  DYNAMIC HT  -          73.519 (meters)     241.20  (feet)  COMP
 EG1141  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EG1141
 EG1141  VERT ORDER  -  SECOND    CLASS 0
 EG1141
 EG1141.The horizontal coordinates were scaled from a topographic map and have
 EG1141.an estimated accuracy of +/- 6 seconds.
 EG1141
 EG1141.The orthometric height was determined by differential leveling
 EG1141.and adjusted in June 1991.
 EG1141
 EG1141.The geoid height was determined by GEOID03.
 EG1141
 EG1141.The dynamic height is computed by dividing the NAVD 88
 EG1141.geopotential number by the normal gravity value computed on the
 EG1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1141.degrees latitude (g = 980.6199 gals.).
 EG1141
 EG1141.The modeled gravity was interpolated from observed gravity values.
 EG1141
 EG1141;                    North         East    Units  Estimated Accuracy
 EG1141;SPC MS W     -   537,920.      740,680.      MT  (+/- 180 meters Scaled)
 EG1141
 EG1141                          SUPERSEDED SURVEY CONTROL
 EG1141
 EG1141  NGVD 29 (??/??/92)   73.59   (m)          241.4    (f) COMPUTED    2 0
 EG1141
 EG1141.Superseded values are not recommended for survey control.
 EG1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1141.See file dsdata.txt to determine how the superseded data were derived.
 EG1141
 EG1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD340048(NAD 83)
 EG1141_MARKER: DB = BENCH MARK DISK
 EG1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1141+STABILITY: SURFACE MOTION
 EG1141
 EG1141  HISTORY     - Date     Condition        Report By
 EG1141  HISTORY     - UNK      MONUMENTED       CGS
 EG1141  HISTORY     - 1967     MARK NOT FOUND   MSHD
 EG1141  HISTORY     - 1978     MARK NOT FOUND   USGS
 EG1141  HISTORY     - 20080122 MARK NOT FOUND   MSDOT
 EG1141
 EG1141                          STATION DESCRIPTION
 EG1141
 EG1141'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1141'4.6 MI NE FROM BATESVILLE.
 EG1141'IT IS LOCATED 4.6 MILES NORTHEAST ALONG THE OXFORD ROAD (OLD STATE
 EG1141'HIGHWAY 6) FROM THE HIGH SCHOOL AT BATESVILLE, 40 FEET SOUTHWEST OF
 EG1141'THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST, 30 FEET WEST OF THE
 EG1141'CENTER LINE OF THE OLD HIGHWAY, 6 FEET SOUTHWEST OF THE CENTER OF A
 EG1141'LARGE GATE AND 3 FEET WEST OF A FENCE CORNER.
 EG1141
 EG1141                          STATION RECOVERY (1978)
 EG1141
 EG1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EG1141'MARK NOT FOUND.
 EG1141
 EG1141                          STATION RECOVERY (2008)
 EG1141
 EG1141'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1028 ***********************************************************************
 EG1028  DESIGNATION -  A 40
 EG1028  PID         -  EG1028
 EG1028  STATE/COUNTY-  MS/BENTON
 EG1028  USGS QUAD   -  HICKORY FLAT (1982)
 EG1028
 EG1028                         *CURRENT SURVEY CONTROL
 EG1028  ___________________________________________________________________
 EG1028* NAD 83(1986)-  34 35 58.     (N)    089 08 21.     (W)     SCALED    
 EG1028* NAVD 88     -       132.459  (meters)     434.58   (feet)  ADJUSTED  
 EG1028  ___________________________________________________________________
 EG1028  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EG1028  DYNAMIC HT  -         132.331 (meters)     434.16  (feet)  COMP
 EG1028  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 EG1028
 EG1028  VERT ORDER  -  SECOND    CLASS 0
 EG1028
 EG1028.The horizontal coordinates were scaled from a topographic map and have
 EG1028.an estimated accuracy of +/- 6 seconds.
 EG1028
 EG1028.The orthometric height was determined by differential leveling
 EG1028.and adjusted in June 1991.
 EG1028
 EG1028.The geoid height was determined by GEOID03.
 EG1028
 EG1028.The dynamic height is computed by dividing the NAVD 88
 EG1028.geopotential number by the normal gravity value computed on the
 EG1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1028.degrees latitude (g = 980.6199 gals.).
 EG1028
 EG1028.The modeled gravity was interpolated from observed gravity values.
 EG1028
 EG1028;                    North         East    Units  Estimated Accuracy
 EG1028;SPC MS E     -   565,480.      271,950.      MT  (+/- 180 meters Scaled)
 EG1028
 EG1028                          SUPERSEDED SURVEY CONTROL
 EG1028
 EG1028  NGVD 29 (??/??/92)  132.447  (m)          434.54   (f) ADJ UNCH    2 0
 EG1028
 EG1028.Superseded values are not recommended for survey control.
 EG1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1028.See file dsdata.txt to determine how the superseded data were derived.
 EG1028
 EG1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD038307(NAD 83)
 EG1028_MARKER: DB = BENCH MARK DISK
 EG1028_SETTING: 0 = UNSPECIFIED SETTING
 EG1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1028
 EG1028  HISTORY     - Date     Condition        Report By
 EG1028  HISTORY     - UNK      MONUMENTED       CGS
 EG1028  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1028  HISTORY     - 20080416 MARK NOT FOUND   MSDOT
 EG1028
 EG1028                          STATION DESCRIPTION
 EG1028
 EG1028'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1028'3.2 MI SE FROM HICKORY FLAT.
 EG1028'LOCATED ABOUT 3.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1028'RAILWAY FROM THE STATION AT HICKORY FLAT.  IT IS 36 FEET SOUTH OF THE
 EG1028'CENTERLINE OF THE TRACK, 24 FEET NORTHWEST OF THE FIRST POLE NORTHWEST
 EG1028'OF POLE 551 + 15, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 EG1028
 EG1028                          STATION RECOVERY (2008)
 EG1028
 EG1028'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1028'MARK APPARENTLY DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0932 ***********************************************************************
 EG0932  DESIGNATION -  A 41
 EG0932  PID         -  EG0932
 EG0932  STATE/COUNTY-  MS/TIPPAH
 EG0932  USGS QUAD   -  WALNUT (1982)
 EG0932
 EG0932                         *CURRENT SURVEY CONTROL
 EG0932  ___________________________________________________________________
 EG0932* NAD 83(1986)-  34 59 01.     (N)    088 53 36.     (W)     SCALED    
 EG0932* NAVD 88     -       134.707  (meters)     441.95   (feet)  ADJUSTED  
 EG0932  ___________________________________________________________________
 EG0932  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 EG0932  DYNAMIC HT  -         134.578 (meters)     441.53  (feet)  COMP
 EG0932  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 EG0932
 EG0932  VERT ORDER  -  SECOND    CLASS 0
 EG0932
 EG0932.The horizontal coordinates were scaled from a topographic map and have
 EG0932.an estimated accuracy of +/- 6 seconds.
 EG0932
 EG0932.The orthometric height was determined by differential leveling
 EG0932.and adjusted in June 1991.
 EG0932
 EG0932.The geoid height was determined by GEOID03.
 EG0932
 EG0932.The dynamic height is computed by dividing the NAVD 88
 EG0932.geopotential number by the normal gravity value computed on the
 EG0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0932.degrees latitude (g = 980.6199 gals.).
 EG0932
 EG0932.The modeled gravity was interpolated from observed gravity values.
 EG0932
 EG0932;                    North         East    Units  Estimated Accuracy
 EG0932;SPC MS E     -   608,060.      294,520.      MT  (+/- 180 meters Scaled)
 EG0932
 EG0932                          SUPERSEDED SURVEY CONTROL
 EG0932
 EG0932  NGVD 29 (??/??/92)  134.676  (m)          441.85   (f) ADJ UNCH    2 0
 EG0932
 EG0932.Superseded values are not recommended for survey control.
 EG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0932.See file dsdata.txt to determine how the superseded data were derived.
 EG0932
 EG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD271728(NAD 83)
 EG0932_MARKER: DB = BENCH MARK DISK
 EG0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0932_SP_SET: CONCRETE POST
 EG0932_STAMPING: A 41 1934
 EG0932_MARK LOGO: CGS   
 EG0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0932+STABILITY: SURFACE MOTION
 EG0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0932+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 EG0932
 EG0932  HISTORY     - Date     Condition        Report By
 EG0932  HISTORY     - 1934     MONUMENTED       CGS
 EG0932  HISTORY     - 1962     GOOD             MSHD
 EG0932  HISTORY     - 1979     GOOD             MSHD
 EG0932  HISTORY     - 19870526 GOOD             MSHD
 EG0932  HISTORY     - 20031105 GOOD             USACE
 EG0932
 EG0932                          STATION DESCRIPTION
 EG0932
 EG0932'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0932'5.8 MI S FROM MIDDLETON.
 EG0932'THE MARK IS LOCATED 5.6 MILES SOUTH ALONG THE GULF, MOBILE AND
 EG0932'NORTHERN RAILROAD FROM THE RAILWAY STATION AT MIDDLETON, HARDEMAN
 EG0932'COUNTY, TENN., 1.0 MILE SOUTH OF MISSISSIPPI - TENNESSEE LINE.  THE
 EG0932'MARK IS A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT
 EG0932'IS 4 POLES NORTH OF MILEPOST 363, 30 FEET EAST OF THE CENTER OF THE
 EG0932'TRACK, 1 FOOT BELOW THE LEVEL OF THE TRACK AND FLUSH WITH THE GROUND.
 EG0932'A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 EG0932
 EG0932                          STATION RECOVERY (1979)
 EG0932
 EG0932'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0932'THE MARK IS LOCATED 2.5 MILES NORTH OF WALNUT ON THE EAST RIGHT OF
 EG0932'WAY OF THE I.C.G. RAILROAD TRACK, 0.9 MILE SOUTH OF THE TENNESSEE
 EG0932'LINE NEAR THE CENTER OF THE WEST SIDE OF SECTION 21, T 1S, R 4E. IT
 EG0932'IS 140 FEET EAST OF THE CENTER OF HIGHWAY 15, 40 FEET SOUTHWEST OF A
 EG0932'15 INCH OAK, 29 FEET EAST OF THE EAST RAIL, 25 FEET NORTHWEST OF A 20
 EG0932'INCH OAK, 24 FEET WEST OF A FENCE, 24 FEET NORTH OF THE CENTER OF AN
 EG0932'ABANDONED ROAD, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF
 EG0932'A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND
 EG0932'IS FLUSH WITH THE GROUND. TO REACH FROM THE INTERSECTION OF STATE
 EG0932'HIGHWAY 15 AND U.S. HIGHWAY 72 AT THE NORTH EDGE OF WALNUT GO NORTH
 EG0932'ON STATE HIGHWAY 15 FOR 2.35 MILES TO THE MARK ON THE RIGHT (ABOUT
 EG0932'100 YARDS BEYOND A SIDE ROAD LEFT).
 EG0932
 EG0932                          STATION RECOVERY (1987)
 EG0932
 EG0932'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG0932'RECOVERED IN GOOD CONDITION.
 EG0932
 EG0932                          STATION RECOVERY (2003)
 EG0932
 EG0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1072 ***********************************************************************
 EG1072  DESIGNATION -  A 42
 EG1072  PID         -  EG1072
 EG1072  STATE/COUNTY-  MS/PONTOTOC
 EG1072  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1072
 EG1072                         *CURRENT SURVEY CONTROL
 EG1072  ___________________________________________________________________
 EG1072* NAD 83(1986)-  34 18 50.     (N)    089 01 05.     (W)     SCALED    
 EG1072* NAVD 88     -       108.885  (meters)     357.23   (feet)  ADJUSTED  
 EG1072  ___________________________________________________________________
 EG1072  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG1072  DYNAMIC HT  -         108.777 (meters)     356.88  (feet)  COMP
 EG1072  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EG1072
 EG1072  VERT ORDER  -  SECOND    CLASS 0
 EG1072
 EG1072.The horizontal coordinates were scaled from a topographic map and have
 EG1072.an estimated accuracy of +/- 6 seconds.
 EG1072
 EG1072.The orthometric height was determined by differential leveling
 EG1072.and adjusted in June 1991.
 EG1072
 EG1072.The geoid height was determined by GEOID03.
 EG1072
 EG1072.The dynamic height is computed by dividing the NAVD 88
 EG1072.geopotential number by the normal gravity value computed on the
 EG1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1072.degrees latitude (g = 980.6199 gals.).
 EG1072
 EG1072.The modeled gravity was interpolated from observed gravity values.
 EG1072
 EG1072;                    North         East    Units  Estimated Accuracy
 EG1072;SPC MS E     -   533,780.      283,000.      MT  (+/- 180 meters Scaled)
 EG1072
 EG1072                          SUPERSEDED SURVEY CONTROL
 EG1072
 EG1072  NGVD 29 (??/??/92)  108.835  (m)          357.07   (f) ADJ UNCH    2 0
 EG1072
 EG1072.Superseded values are not recommended for survey control.
 EG1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1072.See file dsdata.txt to determine how the superseded data were derived.
 EG1072
 EG1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC143988(NAD 83)
 EG1072_MARKER: DB = BENCH MARK DISK
 EG1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1072_STAMPING: A-42 1935
 EG1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1072+STABILITY: SURFACE MOTION
 EG1072
 EG1072  HISTORY     - Date     Condition        Report By
 EG1072  HISTORY     - 1935     MONUMENTED       CGS
 EG1072  HISTORY     - 1971     MARK NOT FOUND   NGS
 EG1072  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG1072
 EG1072                          STATION DESCRIPTION
 EG1072
 EG1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1072'6.1 MI N FROM PONTOTOC.
 EG1072'6.1 MILES NORTH OF G M AND N DEPOT AT PONTOTOC 495 FEET NORTH OF THE
 EG1072'NORTH END OF GULF MOBILE AND NORTHERN RAILROAD BRIDGE 312-1.  56 FEET
 EG1072'EAST OF CENTERLINE OF TRACK.  32 FEET NORTH OF EAST AND WEST ROAD.
 EG1072
 EG1072                          STATION RECOVERY (1971)
 EG1072
 EG1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG1072'MARK NOT FOUND.
 EG1072
 EG1072                          STATION RECOVERY (1979)
 EG1072
 EG1072'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1194 ***********************************************************************
 DJ1194  DESIGNATION -  A 43
 DJ1194  PID         -  DJ1194
 DJ1194  STATE/COUNTY-  MS/WEBSTER
 DJ1194  USGS QUAD   -  MANTEE (1972)
 DJ1194
 DJ1194                         *CURRENT SURVEY CONTROL
 DJ1194  ___________________________________________________________________
 DJ1194* NAD 83(1986)-  33 43 23.     (N)    089 03 23.     (W)     SCALED    
 DJ1194* NAVD 88     -       110.748  (meters)     363.35   (feet)  ADJUSTED  
 DJ1194  ___________________________________________________________________
 DJ1194  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1194  DYNAMIC HT  -         110.631 (meters)     362.96  (feet)  COMP
 DJ1194  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 DJ1194
 DJ1194  VERT ORDER  -  SECOND    CLASS 0
 DJ1194
 DJ1194.The horizontal coordinates were scaled from a topographic map and have
 DJ1194.an estimated accuracy of +/- 6 seconds.
 DJ1194
 DJ1194.The orthometric height was determined by differential leveling
 DJ1194.and adjusted in June 1991.
 DJ1194
 DJ1194.The geoid height was determined by GEOID03.
 DJ1194
 DJ1194.The dynamic height is computed by dividing the NAVD 88
 DJ1194.geopotential number by the normal gravity value computed on the
 DJ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1194.degrees latitude (g = 980.6199 gals.).
 DJ1194
 DJ1194.The modeled gravity was interpolated from observed gravity values.
 DJ1194
 DJ1194;                    North         East    Units  Estimated Accuracy
 DJ1194;SPC MS E     -   468,250.      279,330.      MT  (+/- 180 meters Scaled)
 DJ1194
 DJ1194                          SUPERSEDED SURVEY CONTROL
 DJ1194
 DJ1194  NGVD 29 (??/??/92)  110.686  (m)          363.14   (f) ADJ UNCH    2 0
 DJ1194
 DJ1194.Superseded values are not recommended for survey control.
 DJ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1194.See file dsdata.txt to determine how the superseded data were derived.
 DJ1194
 DJ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC094333(NAD 83)
 DJ1194_MARKER: DB = BENCH MARK DISK
 DJ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1194_STAMPING: A 43 1935
 DJ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1194+STABILITY: SURFACE MOTION
 DJ1194
 DJ1194  HISTORY     - Date     Condition        Report By
 DJ1194  HISTORY     - 1935     MONUMENTED       CGS
 DJ1194  HISTORY     - 1963     GOOD             MSHD
 DJ1194  HISTORY     - 1972     MARK NOT FOUND   USGS
 DJ1194  HISTORY     - 20000821 POOR             NGS
 DJ1194
 DJ1194                          STATION DESCRIPTION
 DJ1194
 DJ1194'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1194'12.4 MI S FROM HOUSTON.
 DJ1194'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 15 AT THE
 DJ1194'VILLAGE OF MANTEE, GO SOUTH ON HIGHWAY 15 FOR 0.7 MILE TO A GRAVEL
 DJ1194'ROAD ON THE RIGHT, TURN RIGHT, WEST, AND GO 0.25 MILE TO THE RAILROAD
 DJ1194'AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ1194'12-INCH ROUND CONCRETE POST.  IT IS 67 FEET WEST OF THE WEST RAIL, 35
 DJ1194'FEET SOUTH OF A 20-INCH COTTONWOOD TREE, 29 FEET NORTHWEST OF A
 DJ1194'RAILROAD STOP SIGN, 18 FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET
 DJ1194'EAST OF A FENCE, 6 INCHES NORTHEAST OF A 6-INCH PINE TREE, ABOUT LEVEL
 DJ1194'WITH THE TRACK, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET
 DJ1194'1.0 FOOT EAST OF THE MARK.
 DJ1194
 DJ1194                          STATION RECOVERY (1972)
 DJ1194
 DJ1194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DJ1194'MARK NOT FOUND.
 DJ1194
 DJ1194                          STATION RECOVERY (2000)
 DJ1194
 DJ1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1194'RR TRACKS GONE, BED VISIBLE.  GRAVEL RD. NOW ENDS AT STEEL FARM GATE.
 DJ1194'MARK LEANS TO NORTH, PUSHED BY GROWING PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0632 ***********************************************************************
 EG0632  DESIGNATION -  A 44
 EG0632  PID         -  EG0632
 EG0632  STATE/COUNTY-  MS/UNION
 EG0632  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0632
 EG0632                         *CURRENT SURVEY CONTROL
 EG0632  ___________________________________________________________________
 EG0632* NAD 83(1986)-  34 29 56.     (N)    088 58 33.     (W)     SCALED    
 EG0632* NAVD 88     -       146.861  (meters)     481.83   (feet)  POSTED    
 EG0632  ___________________________________________________________________
 EG0632  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EG0632  DYNAMIC HT  -         146.720 (meters)     481.36  (feet)  COMP
 EG0632  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EG0632
 EG0632  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0632
 EG0632.The horizontal coordinates were scaled from a topographic map and have
 EG0632.an estimated accuracy of +/- 6 seconds.
 EG0632
 EG0632.The orthometric height was determined by differential leveling
 EG0632.and adjusted by the  in 1992.
 EG0632.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0632.rate of 0.0 thru 1.0 mm/km.
 EG0632
 EG0632.The geoid height was determined by GEOID03.
 EG0632
 EG0632.The dynamic height is computed by dividing the NAVD 88
 EG0632.geopotential number by the normal gravity value computed on the
 EG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0632.degrees latitude (g = 980.6199 gals.).
 EG0632
 EG0632.The modeled gravity was interpolated from observed gravity values.
 EG0632
 EG0632;                    North         East    Units  Estimated Accuracy
 EG0632;SPC MS E     -   554,290.      286,910.      MT  (+/- 180 meters Scaled)
 EG0632
 EG0632                          SUPERSEDED SURVEY CONTROL
 EG0632
 EG0632  NGVD 29 (??/??/92)  146.825  (m)          481.71   (f) ADJ UNCH    2 0
 EG0632
 EG0632.Superseded values are not recommended for survey control.
 EG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0632.See file dsdata.txt to determine how the superseded data were derived.
 EG0632
 EG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD185192(NAD 83)
 EG0632_MARKER: DB = BENCH MARK DISK
 EG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0632_STAMPING: A-44 1934
 EG0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0632+STABILITY: SURFACE MOTION
 EG0632
 EG0632  HISTORY     - Date     Condition        Report By
 EG0632  HISTORY     - 1934     MONUMENTED       CGS
 EG0632  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG0632  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG0632
 EG0632                          STATION DESCRIPTION
 EG0632
 EG0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG0632'2.2 MI E FROM NEW ALBANY.
 EG0632'2.2 MILES EAST OF ST. L AND SF RR DEPOT AT NEW ALBANY 21 FEET SOUTH OF
 EG0632'CENTERLINE OF WHEELER-NEW ALBANY ROAD.  60 FEET NORTHEAST OF THE
 EG0632'NORTHEAST CORNER OF SMALL WHITE FARM HOUSE.  6 FEET EAST OF GATE
 EG0632'LEADING TO FARM HOUSE.  3 FEET NORTH OF YARD FENCE.
 EG0632
 EG0632                          STATION RECOVERY (1962)
 EG0632
 EG0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0632'MARK NOT FOUND.
 EG0632
 EG0632                          STATION RECOVERY (2002)
 EG0632
 EG0632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG0632'MARK NOT FOUND BUT MSHD MARK ACROSS WHERE A 44 WAS PRESUMED TO BE 78-5
 EG0632'1959.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1132 ***********************************************************************
 EG1132  DESIGNATION -  A 45
 EG1132  PID         -  EG1132
 EG1132  STATE/COUNTY-  MS/TALLAHATCHIE
 EG1132  USGS QUAD   -  OAKLAND (1983)
 EG1132
 EG1132                         *CURRENT SURVEY CONTROL
 EG1132  ___________________________________________________________________
 EG1132* NAD 83(1986)-  34 00 05.     (N)    089 59 14.     (W)     SCALED    
 EG1132* NAVD 88     -        86.791  (meters)     284.75   (feet)  ADJUSTED  
 EG1132  ___________________________________________________________________
 EG1132  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EG1132  DYNAMIC HT  -          86.705 (meters)     284.46  (feet)  COMP
 EG1132  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EG1132
 EG1132  VERT ORDER  -  SECOND    CLASS 0
 EG1132
 EG1132.The horizontal coordinates were scaled from a topographic map and have
 EG1132.an estimated accuracy of +/- 6 seconds.
 EG1132
 EG1132.The orthometric height was determined by differential leveling
 EG1132.and adjusted in June 1991.
 EG1132
 EG1132.The geoid height was determined by GEOID03.
 EG1132
 EG1132.The dynamic height is computed by dividing the NAVD 88
 EG1132.geopotential number by the normal gravity value computed on the
 EG1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1132.degrees latitude (g = 980.6199 gals.).
 EG1132
 EG1132.The modeled gravity was interpolated from observed gravity values.
 EG1132
 EG1132;                    North         East    Units  Estimated Accuracy
 EG1132;SPC MS W     -   499,160.      731,970.      MT  (+/- 180 meters Scaled)
 EG1132
 EG1132                          SUPERSEDED SURVEY CONTROL
 EG1132
 EG1132  NGVD 29 (??/??/92)   86.828  (m)          284.87   (f) ADJ UNCH    2 0
 EG1132
 EG1132.Superseded values are not recommended for survey control.
 EG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1132.See file dsdata.txt to determine how the superseded data were derived.
 EG1132
 EG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC240663(NAD 83)
 EG1132_MARKER: DB = BENCH MARK DISK
 EG1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1132_STAMPING: A 45 1935
 EG1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1132+STABILITY: SURFACE MOTION
 EG1132
 EG1132  HISTORY     - Date     Condition        Report By
 EG1132  HISTORY     - 1935     MONUMENTED       CGS
 EG1132  HISTORY     - 1968     MARK NOT FOUND   MSHD
 EG1132  HISTORY     - 1979     MARK NOT FOUND   USGS
 EG1132  HISTORY     - 20080212 MARK NOT FOUND   MSDOT
 EG1132
 EG1132                          STATION DESCRIPTION
 EG1132
 EG1132'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EG1132'5.2 MI NE FROM CHARLESTON.
 EG1132'THE MARK IS LOCATED 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM
 EG1132'THE ILLINOIS CENTRAL RAILROAD STATION AT CHARLESTON, TALLAHATCHIE
 EG1132'COUNTY, 300 FEET NORTHEAST OF A CURVE, 33 FEET NORTHWEST OF THE CENTER
 EG1132'LINE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF THE FENCE.  A STANDARD
 EG1132'DISK, STAMPED A 45 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EG1132
 EG1132                          STATION RECOVERY (1979)
 EG1132
 EG1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EG1132'MARK NOT FOUND.
 EG1132
 EG1132                          STATION RECOVERY (2008)
 EG1132
 EG1132'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0630 ***********************************************************************
 EH0630  DESIGNATION -  A 46
 EH0630  PID         -  EH0630
 EH0630  STATE/COUNTY-  MS/COAHOMA
 EH0630  USGS QUAD   -  CLARKSDALE (1967)
 EH0630
 EH0630                         *CURRENT SURVEY CONTROL
 EH0630  ___________________________________________________________________
 EH0630* NAD 83(2007)-  34 11 55.45024(N)    090 34 35.73911(W)     NO CHECK  
 EH0630* NAVD 88     -        54.474  (meters)     178.72   (feet)  ADJUSTED  
 EH0630  ___________________________________________________________________
 EH0630  EPOCH DATE  -        2002.00
 EH0630  X           -     -53,143.494 (meters)                     COMP
 EH0630  Y           -  -5,280,655.120 (meters)                     COMP
 EH0630  Z           -   3,564,716.669 (meters)                     COMP
 EH0630  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EH0630  ELLIP HEIGHT-          27.896 (meters)          (02/10/07) NO CHECK
 EH0630  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0630  DYNAMIC HT  -          54.421 (meters)     178.55  (feet)  COMP
 EH0630
 EH0630  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH0630  Type    PID    Designation                      North   East  Ellip
 EH0630  -------------------------------------------------------------------
 EH0630  NETWORK EH0630 A 46                              1.10   0.96   4.57
 EH0630  -------------------------------------------------------------------
 EH0630  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH0630
 EH0630  VERT ORDER  -  SECOND    CLASS 0
 EH0630
 EH0630.The horizontal coordinates were established by GPS observations
 EH0630.and adjusted by the National Geodetic Survey in February 2007.
 EH0630
 EH0630.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0630.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0630.No horizontal observational check was made to the station.
 EH0630.The horizontal coordinates are valid at the epoch date displayed above.
 EH0630.The epoch date for horizontal control is a decimal equivalence
 EH0630.of Year/Month/Day.
 EH0630
 EH0630.The orthometric height was determined by differential leveling
 EH0630.and adjusted in June 1991.
 EH0630.WARNING-Repeat measurements at this control monument indicate possible
 EH0630.vertical movement.
 EH0630
 EH0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0630
 EH0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0630
 EH0630.The ellipsoidal height was determined by GPS observations
 EH0630.and is referenced to NAD 83.
 EH0630
 EH0630.The geoid height was determined by GEOID03.
 EH0630
 EH0630.The dynamic height is computed by dividing the NAVD 88
 EH0630.geopotential number by the normal gravity value computed on the
 EH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0630.degrees latitude (g = 980.6199 gals.).
 EH0630
 EH0630.The modeled gravity was interpolated from observed gravity values.
 EH0630
 EH0630;                    North         East     Units Scale Factor Converg.
 EH0630;SPC MS W     -   521,017.515   677,579.965   MT  0.99995619   -0 08 12.2
 EH0630;SPC MS W     - 1,709,371.63  2,223,026.94   sFT  0.99995619   -0 08 12.2
 EH0630;UTM  15      - 3,786,847.029   723,298.456   MT  1.00021468   +1 21 45.6
 EH0630
 EH0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0630!SPC MS W     -   0.99999562  x   0.99995619  =   0.99995181
 EH0630!UTM  15      -   0.99999562  x   1.00021468  =   1.00021030
 EH0630
 EH0630                          SUPERSEDED SURVEY CONTROL
 EH0630
 EH0630  ELLIP H (04/15/02)   27.897  (m)                       GP(       ) 4 2
 EH0630  NAD 83(1993)-  34 11 55.44997(N)    090 34 35.73846(W) AD(       ) 1
 EH0630  ELLIP H (02/15/02)   27.896  (m)                       GP(       ) 4 1
 EH0630  NAVD 88 (02/15/02)   54.47   (m)          178.7    (f) LEVELING    3  
 EH0630  NGVD 29 (??/??/??)   54.520  (m)          178.87   (f) ADJUSTED    2 0
 EH0630
 EH0630.Superseded values are not recommended for survey control.
 EH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0630.See file dsdata.txt to determine how the superseded data were derived.
 EH0630
 EH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2329886847(NAD 83)
 EH0630_MARKER: DB = BENCH MARK DISK
 EH0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0630_SP_SET: BRIDGE ABUTMENT
 EH0630_STAMPING: A 46 1935
 EH0630_MARK LOGO: CGS   
 EH0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0630+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0630
 EH0630  HISTORY     - Date     Condition        Report By
 EH0630  HISTORY     - 1935     MONUMENTED       CGS
 EH0630  HISTORY     - 1973     GOOD             MSHD
 EH0630  HISTORY     - 20000301 GOOD             NGS
 EH0630  HISTORY     - 20030623 GOOD             USACE
 EH0630
 EH0630                          STATION DESCRIPTION
 EH0630
 EH0630'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0630'0.45 MI SW FROM CLARKSDALE.
 EH0630'THE MARK IS LOCATED 0.45 MILE SW OF THE COURTHOUSE IN CLARKSDALE IN
 EH0630'THE CENTER OF THE TOP STEP OF THE SOUTH END OF THE EAST ABUTMENT OF
 EH0630'THE ICRR BRIDGE OVER RIVERSIDE AVENUE AND THE WEST ABUTMENT OF THE
 EH0630'BRIDGE OVER SUNFLOWER RIVER IN THE SW 1/4 OF THE NE 1/4 OF SECTION
 EH0630'23N, T 4W.  IT IS 6.5 FEET SOUTH OF THE SOUTH RAIL, 30 FEET EAST OF
 EH0630'THE CENTER OF RIVERSIDE AVENUE SET IN A DRILL HOLE NEAR THE CENTER OF
 EH0630'THE TOP STEP OF THE SOUTH END OF THE EAST ABUTMENT OF THE OVERPASS AND
 EH0630'IS ABOUT LEVEL WITH THE TRACK.  TO REACH FROM THE JUNCTION OF U.S.
 EH0630'HIGHWAY 49 AND 61 IN CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 0.8 MILE
 EH0630'TO THE INTERSECTION OF MADISON AVENUE.  TURN RIGHT AND GO NORTH ON
 EH0630'MADISON AVENUE FOR 0.6 MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.
 EH0630
 EH0630                          STATION RECOVERY (2000)
 EH0630
 EH0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH0630'RECOVERED AS DESCRIBED.  THE MARK IS SET IN THE ABUTMENT OF A RAILROAD
 EH0630'BRIDGE OVER THE STREET.  ACCESS THE SITE FROM A DRIVE ON THE NORTH
 EH0630'SIDE OF THE BRIDGE, ON THE WEST SIDE OF THE STREET.
 EH0630
 EH0630                          STATION RECOVERY (2003)
 EH0630
 EH0630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0637 ***********************************************************************
 DK0637  DESIGNATION -  A 47
 DK0637  PID         -  DK0637
 DK0637  STATE/COUNTY-  MS/BOLIVAR
 DK0637  USGS QUAD   -  CLEVELAND (1966)
 DK0637
 DK0637                         *CURRENT SURVEY CONTROL
 DK0637  ___________________________________________________________________
 DK0637* NAD 83(1986)-  33 39 53.     (N)    090 43 50.     (W)     SCALED    
 DK0637* NAVD 88     -        40.984  (meters)     134.46   (feet)  ADJUSTED  
 DK0637  ___________________________________________________________________
 DK0637  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0637  DYNAMIC HT  -          40.942 (meters)     134.32  (feet)  COMP
 DK0637  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 DK0637
 DK0637  VERT ORDER  -  SECOND    CLASS 0
 DK0637
 DK0637.The horizontal coordinates were scaled from a topographic map and have
 DK0637.an estimated accuracy of +/- 6 seconds.
 DK0637
 DK0637.The orthometric height was determined by differential leveling
 DK0637.and adjusted in June 1991.
 DK0637
 DK0637.The geoid height was determined by GEOID03.
 DK0637
 DK0637.The dynamic height is computed by dividing the NAVD 88
 DK0637.geopotential number by the normal gravity value computed on the
 DK0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0637.degrees latitude (g = 980.6199 gals.).
 DK0637
 DK0637.The modeled gravity was interpolated from observed gravity values.
 DK0637
 DK0637;                    North         East    Units  Estimated Accuracy
 DK0637;SPC MS W     -   461,830.      663,160.      MT  (+/- 180 meters Scaled)
 DK0637
 DK0637                          SUPERSEDED SURVEY CONTROL
 DK0637
 DK0637  NGVD 29 (??/??/??)   41.107  (m)          134.87   (f) ADJUSTED    2 0
 DK0637
 DK0637.Superseded values are not recommended for survey control.
 DK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0637.See file dsdata.txt to determine how the superseded data were derived.
 DK0637
 DK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT104272(NAD 83)
 DK0637_MARKER: DB = BENCH MARK DISK
 DK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0637_STAMPING: A-47 1935
 DK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0637+STABILITY: SURFACE MOTION
 DK0637
 DK0637  HISTORY     - Date     Condition        Report By
 DK0637  HISTORY     - 1935     MONUMENTED       CGS
 DK0637
 DK0637                          STATION DESCRIPTION
 DK0637
 DK0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0637'5.4 MI S FROM CLEVELAND.
 DK0637'5.4 MILES SOUTH OF POST OFFICE AT CLEVELAND 76 FEET SOUTHEAST OF MILE
 DK0637'POST 119.  51 FEET EAST OF CENTERLINE OF ILLINOIS CENTRAL RAILROAD. 39
 DK0637'FEET WEST OF CENTERLINE OF U.S. HIGHWAY 61.  500 FEET SOUTH OF WAITING
 DK0637'STATION AT ORLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0733 ***********************************************************************
 DK0733  DESIGNATION -  A 48
 DK0733  PID         -  DK0733
 DK0733  STATE/COUNTY-  MS/SUNFLOWER
 DK0733  USGS QUAD   -  RULEVILLE (1966)
 DK0733
 DK0733                         *CURRENT SURVEY CONTROL
 DK0733  ___________________________________________________________________
 DK0733* NAD 83(1986)-  33 39 40.     (N)    090 31 34.     (W)     SCALED    
 DK0733* NAVD 88     -        38.896  (meters)     127.61   (feet)  POSTED    
 DK0733  ___________________________________________________________________
 DK0733  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK0733  DYNAMIC HT  -          38.860 (meters)     127.49  (feet)  COMP
 DK0733  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 DK0733
 DK0733  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DK0733
 DK0733.The horizontal coordinates were scaled from a topographic map and have
 DK0733.an estimated accuracy of +/- 6 seconds.
 DK0733
 DK0733.The orthometric height was determined by differential leveling
 DK0733.and adjusted by the  in 1992.
 DK0733.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DK0733.rate of 2.1 thru 3.0 mm/km.
 DK0733
 DK0733.The geoid height was determined by GEOID03.
 DK0733
 DK0733.The dynamic height is computed by dividing the NAVD 88
 DK0733.geopotential number by the normal gravity value computed on the
 DK0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0733.degrees latitude (g = 980.6199 gals.).
 DK0733
 DK0733.The modeled gravity was interpolated from observed gravity values.
 DK0733
 DK0733;                    North         East    Units  Estimated Accuracy
 DK0733;SPC MS W     -   461,380.      682,120.      MT  (+/- 180 meters Scaled)
 DK0733
 DK0733                          SUPERSEDED SURVEY CONTROL
 DK0733
 DK0733  NGVD 29 (??/??/??)   38.994  (m)          127.93   (f) ADJUSTED    2 0
 DK0733
 DK0733.Superseded values are not recommended for survey control.
 DK0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0733.See file dsdata.txt to determine how the superseded data were derived.
 DK0733
 DK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT293273(NAD 83)
 DK0733_MARKER: DB = BENCH MARK DISK
 DK0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0733_STAMPING: A 48 1935
 DK0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0733+STABILITY: SURFACE MOTION
 DK0733
 DK0733  HISTORY     - Date     Condition        Report By
 DK0733  HISTORY     - 1935     MONUMENTED       CGS
 DK0733  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0733
 DK0733                          STATION DESCRIPTION
 DK0733
 DK0733'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0733'5 MI S FROM RULEVILLE.
 DK0733'LOCATED 5.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 DK0733'CITY PARK AT RULEVILLE, SUNFLOWER COUNTY, ABOUT 1200 FEET NORTH OF THE
 DK0733'STATION AT DODDSVILLE, 624 FEET SOUTH OF MILEPOST M 118, 45 FEET EAST
 DK0733'OF THE CENTER LINE OF THE TRACK, AND 36 FEET WEST OF THE CENTER LINE
 DK0733'OF U.S. HIGHWAY 49 W.  A STANDARD DISK, STAMPED A 48 1935 AND SET IN
 DK0733'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0454 ***********************************************************************
 DK0454  DESIGNATION -  A 49
 DK0454  PID         -  DK0454
 DK0454  STATE/COUNTY-  MS/HUMPHREYS
 DK0454  USGS QUAD   -  BELLEWOOD (1965)
 DK0454
 DK0454                         *CURRENT SURVEY CONTROL
 DK0454  ___________________________________________________________________
 DK0454* NAD 83(1986)-  33 09 13.     (N)    090 30 18.     (W)     SCALED    
 DK0454* NAVD 88     -        31.995  (meters)     104.97   (feet)  ADJUSTED  
 DK0454  ___________________________________________________________________
 DK0454  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0454  DYNAMIC HT  -          31.961 (meters)     104.86  (feet)  COMP
 DK0454  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DK0454
 DK0454  VERT ORDER  -  SECOND    CLASS 0
 DK0454
 DK0454.The horizontal coordinates were scaled from a topographic map and have
 DK0454.an estimated accuracy of +/- 6 seconds.
 DK0454
 DK0454.The orthometric height was determined by differential leveling
 DK0454.and adjusted in June 1991.
 DK0454
 DK0454.The geoid height was determined by GEOID03.
 DK0454
 DK0454.The dynamic height is computed by dividing the NAVD 88
 DK0454.geopotential number by the normal gravity value computed on the
 DK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0454.degrees latitude (g = 980.6199 gals.).
 DK0454
 DK0454.The modeled gravity was interpolated from observed gravity values.
 DK0454
 DK0454;                    North         East    Units  Estimated Accuracy
 DK0454;SPC MS W     -   405,090.      683,990.      MT  (+/- 180 meters Scaled)
 DK0454
 DK0454                          SUPERSEDED SURVEY CONTROL
 DK0454
 DK0454  NGVD 29 (??/??/??)   32.068  (m)          105.21   (f) ADJUSTED    2 0
 DK0454
 DK0454.Superseded values are not recommended for survey control.
 DK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0454.See file dsdata.txt to determine how the superseded data were derived.
 DK0454
 DK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS326710(NAD 83)
 DK0454_MARKER: DB = BENCH MARK DISK
 DK0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0454_STAMPING: A 49 1935
 DK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0454+STABILITY: SURFACE MOTION
 DK0454
 DK0454  HISTORY     - Date     Condition        Report By
 DK0454  HISTORY     - 1935     MONUMENTED       CGS
 DK0454  HISTORY     - 1974     MARK NOT FOUND   MSHD
 DK0454
 DK0454                          STATION DESCRIPTION
 DK0454
 DK0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0454'1.8 MI S FROM BELZONI.
 DK0454'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CITY HALL
 DK0454'AT BELZONI, HUMPHREYS COUNTY, 36 FEET WEST OF MILEPOST 159, 39 FEET
 DK0454'EAST OF THE CENTERLINE OF U. S. HIGHWAY 49 W, 38 FEET WEST OF THE
 DK0454'CENTERLINE OF THE TRACK, 2 FEET EAST OF A POLE, AND ABOUT 6 FEET LOWER
 DK0454'THAN THE TRACK.  A STANDARD DISK, STAMPED A 49 1935 AND SET IN THE TOP
 DK0454'OF A CONCRETE POST.
 DK0454'NOTE-THE MARK WAS PROBABLY DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 DK0454
 DK0454                          STATION RECOVERY (1974)
 DK0454
 DK0454'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0041 ***********************************************************************
 DK0041  DESIGNATION -  A 5
 DK0041  PID         -  DK0041
 DK0041  STATE/COUNTY-  MS/CARROLL
 DK0041  USGS QUAD   -  BROWNING (1982)
 DK0041
 DK0041                         *CURRENT SURVEY CONTROL
 DK0041  ___________________________________________________________________
 DK0041* NAD 83(1986)-  33 31 24.     (N)    090 01 00.     (W)     SCALED    
 DK0041* NAVD 88     -        56.174  (meters)     184.30   (feet)  ADJUSTED  
 DK0041  ___________________________________________________________________
 DK0041  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0041  DYNAMIC HT  -          56.116 (meters)     184.11  (feet)  COMP
 DK0041  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DK0041
 DK0041  VERT ORDER  -  FIRST     CLASS II
 DK0041
 DK0041.The horizontal coordinates were scaled from a topographic map and have
 DK0041.an estimated accuracy of +/- 6 seconds.
 DK0041
 DK0041.The orthometric height was determined by differential leveling
 DK0041.and adjusted in June 1991.
 DK0041
 DK0041.The geoid height was determined by GEOID03.
 DK0041
 DK0041.The dynamic height is computed by dividing the NAVD 88
 DK0041.geopotential number by the normal gravity value computed on the
 DK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0041.degrees latitude (g = 980.6199 gals.).
 DK0041
 DK0041.The modeled gravity was interpolated from observed gravity values.
 DK0041
 DK0041;                    North         East    Units  Estimated Accuracy
 DK0041;SPC MS W     -   446,120.      729,420.      MT  (+/- 180 meters Scaled)
 DK0041
 DK0041                          SUPERSEDED SURVEY CONTROL
 DK0041
 DK0041  NGVD 29 (??/??/??)   56.232  (m)          184.49   (f) ADJUSTED    1 2
 DK0041
 DK0041.Superseded values are not recommended for survey control.
 DK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0041.See file dsdata.txt to determine how the superseded data were derived.
 DK0041
 DK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT770132(NAD 83)
 DK0041_MARKER: DB = BENCH MARK DISK
 DK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0041+STABILITY: SURFACE MOTION
 DK0041
 DK0041  HISTORY     - Date     Condition        Report By
 DK0041  HISTORY     - 1933     MONUMENTED       CGS
 DK0041  HISTORY     - 1933     GOOD             CGS
 DK0041  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0041  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0041
 DK0041                          STATION DESCRIPTION
 DK0041
 DK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DK0041'6.1 MI W FROM CARROLLTON.
 DK0041'6.1 MILES WEST BY RAIL LOCATED ABOUT 75 FT. EAST OF EAST END OF
 DK0041'STATION MALMAISON, C. AND G. R.R.  28.4 FT. NORTH OF NORTH RAIL, MAIN
 DK0041'LINE.  ABOUT 700 FT. WEST OF BRIDGE NO. 103.3.
 DK0041
 DK0041                          STATION RECOVERY (1968)
 DK0041
 DK0041'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0041'MARK NOT FOUND.
 DK0041
 DK0041                          STATION RECOVERY (1977)
 DK0041
 DK0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0171 ***********************************************************************
 CP0171  DESIGNATION -  A 51
 CP0171  PID         -  CP0171
 CP0171  STATE/COUNTY-  MS/YAZOO
 CP0171  USGS QUAD   -  YAZOO CITY (1988)
 CP0171
 CP0171                         *CURRENT SURVEY CONTROL
 CP0171  ___________________________________________________________________
 CP0171* NAD 83(1986)-  32 50 31.     (N)    090 23 58.     (W)     SCALED    
 CP0171* NAVD 88     -        91.791  (meters)     301.15   (feet)  ADJUSTED  
 CP0171  ___________________________________________________________________
 CP0171  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CP0171  DYNAMIC HT  -          91.689 (meters)     300.82  (feet)  COMP
 CP0171  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CP0171
 CP0171  VERT ORDER  -  SECOND    CLASS 0
 CP0171
 CP0171.The horizontal coordinates were scaled from a topographic map and have
 CP0171.an estimated accuracy of +/- 6 seconds.
 CP0171
 CP0171.The orthometric height was determined by differential leveling
 CP0171.and adjusted in June 1991.
 CP0171
 CP0171.The geoid height was determined by GEOID03.
 CP0171
 CP0171.The dynamic height is computed by dividing the NAVD 88
 CP0171.geopotential number by the normal gravity value computed on the
 CP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0171.degrees latitude (g = 980.6199 gals.).
 CP0171
 CP0171.The modeled gravity was interpolated from observed gravity values.
 CP0171
 CP0171;                    North         East    Units  Estimated Accuracy
 CP0171;SPC MS W     -   370,510.      693,810.      MT  (+/- 180 meters Scaled)
 CP0171
 CP0171                          SUPERSEDED SURVEY CONTROL
 CP0171
 CP0171  NGVD 29 (??/??/92)   91.880  (m)          301.44   (f) ADJ UNCH    2 0
 CP0171
 CP0171.Superseded values are not recommended for survey control.
 CP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0171.See file dsdata.txt to determine how the superseded data were derived.
 CP0171
 CP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS434367(NAD 83)
 CP0171_MARKER: DB = BENCH MARK DISK
 CP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0171_STAMPING: A 51 1935
 CP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0171+STABILITY: SURFACE MOTION
 CP0171
 CP0171  HISTORY     - Date     Condition        Report By
 CP0171  HISTORY     - 1935     MONUMENTED       CGS
 CP0171  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0171  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CP0171
 CP0171                          STATION DESCRIPTION
 CP0171
 CP0171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0171'1.0 MI E FROM YAZOO CITY.
 CP0171'LOCATED ABOUT 1.0 MILE EAST ALONG THE CANTON ROAD FROM THE YAZOO AND
 CP0171'MISSISSIPPI VALLEY RAILROAD STATION AT YAZOO CITY, ABOUT 420 FEET EAST
 CP0171'OF A ROAD FORK, 40 FEET SOUTH OF THE CENTERLINE OF THE CANTON ROAD,
 CP0171'AND 2 FEET NORTH OF A FENCE.
 CP0171
 CP0171                          STATION RECOVERY (1986)
 CP0171
 CP0171'RECOVERY NOTE BY US POWER SQUADRON 1986 (FSS)
 CP0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0943 ***********************************************************************
 CO0943  DESIGNATION -  A 52
 CO0943  PID         -  CO0943
 CO0943  STATE/COUNTY-  MS/MADISON
 CO0943  USGS QUAD   -  OFAHOMA (1989)
 CO0943
 CO0943                         *CURRENT SURVEY CONTROL
 CO0943  ___________________________________________________________________
 CO0943* NAD 83(1986)-  32 41 11.     (N)    089 44 28.     (W)     SCALED    
 CO0943* NAVD 88     -       112.551  (meters)     369.26   (feet)  ADJUSTED  
 CO0943  ___________________________________________________________________
 CO0943  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO0943  DYNAMIC HT  -         112.422 (meters)     368.84  (feet)  COMP
 CO0943  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 CO0943
 CO0943  VERT ORDER  -  SECOND    CLASS 0
 CO0943
 CO0943.The horizontal coordinates were scaled from a topographic map and have
 CO0943.an estimated accuracy of +/- 6 seconds.
 CO0943
 CO0943.The orthometric height was determined by differential leveling
 CO0943.and adjusted in June 1991.
 CO0943
 CO0943.The geoid height was determined by GEOID03.
 CO0943
 CO0943.The dynamic height is computed by dividing the NAVD 88
 CO0943.geopotential number by the normal gravity value computed on the
 CO0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0943.degrees latitude (g = 980.6199 gals.).
 CO0943
 CO0943.The modeled gravity was interpolated from observed gravity values.
 CO0943
 CO0943;                    North         East    Units  Estimated Accuracy
 CO0943;SPC MS W     -   353,420.      755,540.      MT  (+/- 180 meters Scaled)
 CO0943
 CO0943                          SUPERSEDED SURVEY CONTROL
 CO0943
 CO0943  NGVD 29 (??/??/92)  112.587  (m)          369.38   (f) ADJ UNCH    2 0
 CO0943
 CO0943.Superseded values are not recommended for survey control.
 CO0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0943.See file dsdata.txt to determine how the superseded data were derived.
 CO0943
 CO0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB429198(NAD 83)
 CO0943_MARKER: DB = BENCH MARK DISK
 CO0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0943_SP_SET: CONCRETE POST
 CO0943_STAMPING: A 52 1935
 CO0943_MARK LOGO: CGS   
 CO0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0943+STABILITY: SURFACE MOTION
 CO0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0943+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1989
 CO0943
 CO0943  HISTORY     - Date     Condition        Report By
 CO0943  HISTORY     - 1935     MONUMENTED       CGS
 CO0943  HISTORY     - 1964     GOOD             MSHD
 CO0943  HISTORY     - 19890413 SEE DESCRIPTION  MSHD
 CO0943
 CO0943                          STATION DESCRIPTION
 CO0943
 CO0943'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0943'13.1 MI W FROM CARTHAGE.
 CO0943'THE MARK IS 32 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD AND
 CO0943'NOT 23 FEET AS INDICATED ON PREVIOUS DESCRIPTION.  TO REACH THE MARK
 CO0943'FROM THE SOUTHWEST CORNER OF COURT SQUARE IN CARTHAGE GO WEST 1.5
 CO0943'MILES TO HIGHWAY 35, TURN LEFT, SOUTH ON HIGHWAY 35 AND GO .35 MILE TO
 CO0943'INTERSECTION OF 35 AND 16.  TURN RIGHT, WEST ON HIGHWAY 16 FOR 11.6
 CO0943'MILES TO X ROADS, TURN LEFT, SOUTH AND GO 1.0 MILE TO THE MARK ON THE
 CO0943'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 11-INCH SQUARE POST. IT
 CO0943'IS 127 FEET NORTH OF THE NORTH CORNER OF THE CAUTHEN STORE. IT IS 32
 CO0943'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTHWEST OF
 CO0943'THE METAL WITNESS POST.
 CO0943
 CO0943                          STATION RECOVERY (1989)
 CO0943
 CO0943'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0943'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE ROAD HAS BEEN WIDENED AT
 CO0943'THIS POINT SO THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1356 ***********************************************************************
 DJ1356  DESIGNATION -  A 53
 DJ1356  PID         -  DJ1356
 DJ1356  STATE/COUNTY-  MS/MONTGOMERY
 DJ1356  USGS QUAD   -  WINONA (1966)
 DJ1356
 DJ1356                         *CURRENT SURVEY CONTROL
 DJ1356  ___________________________________________________________________
 DJ1356* NAD 83(1986)-  33 27 59.     (N)    089 43 50.     (W)     SCALED    
 DJ1356* NAVD 88     -       110.963  (meters)     364.05   (feet)  ADJUSTED  
 DJ1356  ___________________________________________________________________
 DJ1356  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DJ1356  DYNAMIC HT  -         110.846 (meters)     363.67  (feet)  COMP
 DJ1356  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 DJ1356
 DJ1356  VERT ORDER  -  SECOND    CLASS 0
 DJ1356
 DJ1356.The horizontal coordinates were scaled from a topographic map and have
 DJ1356.an estimated accuracy of +/- 6 seconds.
 DJ1356
 DJ1356.The orthometric height was determined by differential leveling
 DJ1356.and adjusted in June 1991.
 DJ1356
 DJ1356.The geoid height was determined by GEOID03.
 DJ1356
 DJ1356.The dynamic height is computed by dividing the NAVD 88
 DJ1356.geopotential number by the normal gravity value computed on the
 DJ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1356.degrees latitude (g = 980.6199 gals.).
 DJ1356
 DJ1356.The modeled gravity was interpolated from observed gravity values.
 DJ1356
 DJ1356;                    North         East    Units  Estimated Accuracy
 DJ1356;SPC MS W     -   439,930.      756,030.      MT  (+/- 180 meters Scaled)
 DJ1356
 DJ1356                          SUPERSEDED SURVEY CONTROL
 DJ1356
 DJ1356  NGVD 29 (??/??/92)  110.963  (m)          364.05   (f) ADJ UNCH    2 0
 DJ1356
 DJ1356.Superseded values are not recommended for survey control.
 DJ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1356.See file dsdata.txt to determine how the superseded data were derived.
 DJ1356
 DJ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC462063(NAD 83)
 DJ1356_MARKER: DB = BENCH MARK DISK
 DJ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1356_STAMPING: A 53 1935
 DJ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1356+STABILITY: SURFACE MOTION
 DJ1356
 DJ1356  HISTORY     - Date     Condition        Report By
 DJ1356  HISTORY     - 1935     MONUMENTED       CGS
 DJ1356  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DJ1356  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1356
 DJ1356                          STATION DESCRIPTION
 DJ1356
 DJ1356'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1356'1.1 MI S FROM WINONA.
 DJ1356'THE MARK IS LOCATED 1.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 DJ1356'RAILROAD FROM THE STATION AT WINONA, MONTGOMERY COUNTY, AT A ROAD
 DJ1356'CROSSING, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET WEST
 DJ1356'OF THE CENTER LINE OF THE TRACK, AND 20 FEET EAST OF A RIGHT-OF-WAY
 DJ1356'FENCE CORNER.  A STANDARD DISK, STAMPED A 53 1935 AND SET IN THE TOP
 DJ1356'OF A CONCRETE POST.
 DJ1356
 DJ1356                          STATION RECOVERY (2008)
 DJ1356
 DJ1356'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0934 ***********************************************************************
 CO0934  DESIGNATION -  A 54
 CO0934  PID         -  CO0934
 CO0934  STATE/COUNTY-  MS/YAZOO
 CO0934  USGS QUAD   -  CAMERON (1964)
 CO0934
 CO0934                         *CURRENT SURVEY CONTROL
 CO0934  ___________________________________________________________________
 CO0934* NAD 83(1986)-  32 51 53.     (N)    089 59 26.     (W)     SCALED    
 CO0934* NAVD 88     -        66.098  (meters)     216.86   (feet)  ADJUSTED  
 CO0934  ___________________________________________________________________
 CO0934  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CO0934  DYNAMIC HT  -          66.024 (meters)     216.61  (feet)  COMP
 CO0934  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CO0934
 CO0934  VERT ORDER  -  SECOND    CLASS 0
 CO0934
 CO0934.The horizontal coordinates were scaled from a topographic map and have
 CO0934.an estimated accuracy of +/- 6 seconds.
 CO0934
 CO0934.The orthometric height was determined by differential leveling
 CO0934.and adjusted in June 1991.
 CO0934
 CO0934.The geoid height was determined by GEOID03.
 CO0934
 CO0934.The dynamic height is computed by dividing the NAVD 88
 CO0934.geopotential number by the normal gravity value computed on the
 CO0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0934.degrees latitude (g = 980.6199 gals.).
 CO0934
 CO0934.The modeled gravity was interpolated from observed gravity values.
 CO0934
 CO0934;                    North         East    Units  Estimated Accuracy
 CO0934;SPC MS W     -   373,090.      732,080.      MT  (+/- 180 meters Scaled)
 CO0934
 CO0934                          SUPERSEDED SURVEY CONTROL
 CO0934
 CO0934  NGVD 29 (??/??/92)   66.148  (m)          217.02   (f) ADJ UNCH    2 0
 CO0934
 CO0934.Superseded values are not recommended for survey control.
 CO0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0934.See file dsdata.txt to determine how the superseded data were derived.
 CO0934
 CO0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB201402(NAD 83)
 CO0934_MARKER: DB = BENCH MARK DISK
 CO0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0934_STAMPING: A 54 1935
 CO0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0934+STABILITY: SURFACE MOTION
 CO0934
 CO0934  HISTORY     - Date     Condition        Report By
 CO0934  HISTORY     - 1935     MONUMENTED       CGS
 CO0934  HISTORY     - 1961     MARK NOT FOUND   NGS
 CO0934
 CO0934                          STATION DESCRIPTION
 CO0934
 CO0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0934'1.7 MI SW FROM PICKENS.
 CO0934'IN YAZOO COUNTY, 1.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 CO0934'RAILROAD FROM THE STATION AT PICKENS, HOLMES COUNTY, 167 YARDS SOUTH
 CO0934'OF MILEPOST C 687, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 18
 CO0934'FEET EAST OF THE CENTERLINE OF A COUNTY ROAD.  A STANDARD DISK,
 CO0934'STAMPED A 54 1935 AND SET IN THE TOP OF A CONCRETE POST.  COUNTY ROAD
 CO0934'HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0787 ***********************************************************************
 CP0787  DESIGNATION -  A 56
 CP0787  PID         -  CP0787
 CP0787  STATE/COUNTY-  MS/WARREN
 CP0787  USGS QUAD   -  REDWOOD (1962)
 CP0787
 CP0787                         *CURRENT SURVEY CONTROL
 CP0787  ___________________________________________________________________
 CP0787* NAD 83(1986)-  32 29 17.     (N)    090 49 04.     (W)     SCALED    
 CP0787* NAVD 88     -        32.214  (meters)     105.69   (feet)  ADJUSTED  
 CP0787  ___________________________________________________________________
 CP0787  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0787  DYNAMIC HT  -          32.177 (meters)     105.57  (feet)  COMP
 CP0787  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CP0787
 CP0787  VERT ORDER  -  SECOND    CLASS 0
 CP0787
 CP0787.The horizontal coordinates were scaled from a topographic map and have
 CP0787.an estimated accuracy of +/- 6 seconds.
 CP0787
 CP0787.The orthometric height was determined by differential leveling
 CP0787.and adjusted in June 1991.
 CP0787
 CP0787.The geoid height was determined by GEOID03.
 CP0787
 CP0787.The dynamic height is computed by dividing the NAVD 88
 CP0787.geopotential number by the normal gravity value computed on the
 CP0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0787.degrees latitude (g = 980.6199 gals.).
 CP0787
 CP0787.The modeled gravity was interpolated from observed gravity values.
 CP0787
 CP0787;                    North         East    Units  Estimated Accuracy
 CP0787;SPC MS W     -   331,370.      654,470.      MT  (+/- 180 meters Scaled)
 CP0787
 CP0787                          SUPERSEDED SURVEY CONTROL
 CP0787
 CP0787  NGVD 29 (??/??/92)   32.295  (m)          105.95   (f) ADJ UNCH    2 0
 CP0787
 CP0787.Superseded values are not recommended for survey control.
 CP0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0787.See file dsdata.txt to determine how the superseded data were derived.
 CP0787
 CP0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR050966(NAD 83)
 CP0787_MARKER: DB = BENCH MARK DISK
 CP0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0787_SP_SET: BRIDGE
 CP0787_STAMPING: A 56 1935
 CP0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0787
 CP0787  HISTORY     - Date     Condition        Report By
 CP0787  HISTORY     - 1935     MONUMENTED       CGS
 CP0787  HISTORY     - 1973     GOOD             NGS
 CP0787  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 CP0787
 CP0787                          STATION DESCRIPTION
 CP0787
 CP0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0787'1.0 MI NW FROM REDWOOD.
 CP0787'1.0 MILE NORTH ALONG THE ABANDONED YAZOO AND MISSISSIPPI VALLEY
 CP0787'RAILROAD FROM THE STATION AT REDWOOD, WARREN COUNTY, IN THE TOP OF THE
 CP0787'WEST PIER OF BRIDGE NO. 209 OVER YAZOO RIVER, 12 FEET SOUTH OF THE
 CP0787'CENTERLINE OF THE OLD ROADBED, AND ABOUT 3 FEET LOWER THAN THE OLD
 CP0787'ROADBED.  A STANDARD DISK, STAMPED A 56 1935.
 CP0787
 CP0787                          STATION RECOVERY (2005)
 CP0787
 CP0787'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0787'THE WEST PIER OF THE ABANDONED RR BRIDGE AND PART OF THE BRIDGE IS
 CP0787'STILL STANDING.   THE MARK IS ON TOP OF THE PIER THAT IS APPROXIMATELY
 CP0787'25 FEET ABOVE THE SURFACE AND COULD NOT BE REACHED SAFELY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0483 ***********************************************************************
 BW0483  DESIGNATION -  A 58
 BW0483  PID         -  BW0483
 BW0483  STATE/COUNTY-  MS/CLAIBORNE
 BW0483  USGS QUAD   -  RED LICK (1973)
 BW0483
 BW0483                         *CURRENT SURVEY CONTROL
 BW0483  ___________________________________________________________________
 BW0483* NAD 83(1986)-  31 52 21.     (N)    090 54 29.     (W)     SCALED    
 BW0483* NAVD 88     -        51.80   (+/-2cm)     169.9    (feet)  VERTCON   
 BW0483  ___________________________________________________________________
 BW0483  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0483
 BW0483.The horizontal coordinates were scaled from a topographic map and have
 BW0483.an estimated accuracy of +/- 6 seconds.
 BW0483
 BW0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0483.The vertical order pertains to the NGVD 29 superseded value.
 BW0483
 BW0483.The geoid height was determined by GEOID03.
 BW0483
 BW0483;                    North         East    Units  Estimated Accuracy
 BW0483;SPC MS W     -   263,160.      645,620.      MT  (+/- 180 meters Scaled)
 BW0483
 BW0483                          SUPERSEDED SURVEY CONTROL
 BW0483
 BW0483  NGVD 29 (??/??/92)   51.818  (m)          170.01   (f) ADJ UNCH    2 0
 BW0483
 BW0483.Superseded values are not recommended for survey control.
 BW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0483.See file dsdata.txt to determine how the superseded data were derived.
 BW0483
 BW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR978282(NAD 83)
 BW0483_MARKER: DB = BENCH MARK DISK
 BW0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0483_STAMPING: A 58 1935 170.006
 BW0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0483+STABILITY: SURFACE MOTION
 BW0483
 BW0483  HISTORY     - Date     Condition        Report By
 BW0483  HISTORY     - 1935     MONUMENTED       CGS
 BW0483  HISTORY     - 1956     GOOD             NGS
 BW0483  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW0483
 BW0483                          STATION DESCRIPTION
 BW0483
 BW0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW0483'1.3 MI N FROM TILLMAN.
 BW0483'LOCATED 1.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0483'TILLMAN, 46 PACES NORTH OF MILEPOST J 57, 45 FEET WEST OF THE WEST
 BW0483'RAIL, 30 FEET EAST OF A GRAVELED ROAD, 32 FEET SOUTHWEST OF A
 BW0483'TELEGRAPH POLE, 85 FEET WEST-NORTHWEST OF TELEGRAPH POLE NO. 861 1/2,
 BW0483'AND ON THE SOUTH SLOPE OF A KNOLL.  IT IS A STANDARD DISK SET IN THE
 BW0483'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 1.5 FEET ABOVE
 BW0483'THE LEVEL OF THE TRACK.
 BW0483
 BW0483                          STATION RECOVERY (1961)
 BW0483
 BW0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BW0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0115 ***********************************************************************
 EG0115  DESIGNATION -  A 6
 EG0115  PID         -  EG0115
 EG0115  STATE/COUNTY-  MS/TISHOMINGO
 EG0115  USGS QUAD   -  TISHOMINGO (1984)
 EG0115
 EG0115                         *CURRENT SURVEY CONTROL
 EG0115  ___________________________________________________________________
 EG0115* NAD 83(1986)-  34 38 02.     (N)    088 14 01.     (W)     SCALED    
 EG0115* NAVD 88     -       153.514  (meters)     503.65   (feet)  ADJUSTED  
 EG0115  ___________________________________________________________________
 EG0115  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG0115  DYNAMIC HT  -         153.366 (meters)     503.17  (feet)  COMP
 EG0115  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EG0115
 EG0115  VERT ORDER  -  SECOND    CLASS 0
 EG0115
 EG0115.The horizontal coordinates were scaled from a topographic map and have
 EG0115.an estimated accuracy of +/- 6 seconds.
 EG0115
 EG0115.The orthometric height was determined by differential leveling
 EG0115.and adjusted in June 1991.
 EG0115
 EG0115.The geoid height was determined by GEOID03.
 EG0115
 EG0115.The dynamic height is computed by dividing the NAVD 88
 EG0115.geopotential number by the normal gravity value computed on the
 EG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0115.degrees latitude (g = 980.6199 gals.).
 EG0115
 EG0115.The modeled gravity was interpolated from observed gravity values.
 EG0115
 EG0115;                    North         East    Units  Estimated Accuracy
 EG0115;SPC MS E     -   569,420.      354,990.      MT  (+/- 180 meters Scaled)
 EG0115
 EG0115                          SUPERSEDED SURVEY CONTROL
 EG0115
 EG0115  NGVD 29 (??/??/92)  153.497  (m)          503.60   (f) ADJ UNCH    2 0
 EG0115
 EG0115.Superseded values are not recommended for survey control.
 EG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0115.See file dsdata.txt to determine how the superseded data were derived.
 EG0115
 EG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD869331(NAD 83)
 EG0115_MARKER: DB = BENCH MARK DISK
 EG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0115_STAMPING: A 6 1934
 EG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0115+STABILITY: SURFACE MOTION
 EG0115
 EG0115  HISTORY     - Date     Condition        Report By
 EG0115  HISTORY     - 1934     MONUMENTED       CGS
 EG0115  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG0115
 EG0115                          STATION DESCRIPTION
 EG0115
 EG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG0115'IN TISHOMINGO.
 EG0115'AT TISHOMINGO, TISHOMINGO COUNTY ON THE ILLINOIS CENTRAL RAILROAD, 90
 EG0115'YARDS SOUTH OF THE SOUTH END OF THE STATION, 4 YARDS NORTH OF THE
 EG0115'THIRD POLE SOUTH OF THE STATION, 12 YARDS EAST OF THE MAIN TRACK, AND
 EG0115'5 YARDS EAST OF THE SPUR TRACK.  A STANDARD DISK, STAMPED A 6 1934 AND
 EG0115'SET IN THE TOP OF A CONCRETE POST.
 EG0115
 EG0115                          STATION RECOVERY (1962)
 EG0115
 EG0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1863 ***********************************************************************
 DK1863  DESIGNATION -  A 600 USE 1957
 DK1863  PID         -  DK1863
 DK1863  STATE/COUNTY-  MS/WASHINGTON
 DK1863  USGS QUAD   -  RICHEY (1965)
 DK1863
 DK1863                         *CURRENT SURVEY CONTROL
 DK1863  ___________________________________________________________________
 DK1863* NAD 83(1993)-  33 07 26.63292(N)    090 42 10.13042(W)     ADJUSTED  
 DK1863* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 DK1863  ___________________________________________________________________
 DK1863  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DK1863  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1863  HORZ ORDER  -  SECOND
 DK1863
 DK1863.The horizontal coordinates were established by classical geodetic methods
 DK1863.and adjusted by the National Geodetic Survey in May 1994.
 DK1863
 DK1863.The orthometric height was scaled from a topographic map.
 DK1863
 DK1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1863
 DK1863.The geoid height was determined by GEOID03.
 DK1863
 DK1863;                    North         East     Units Scale Factor Converg.
 DK1863;SPC MS W     -   401,858.892   665,520.877   MT  0.99996465   -0 12 06.9
 DK1863;SPC MS W     - 1,318,432.05  2,183,463.08   sFT  0.99996465   -0 12 06.9
 DK1863;UTM  15      - 3,667,389.417   714,316.015   MT  1.00016635   +1 15 20.8
 DK1863
 DK1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1863!SPC MS W     -   0.99999898  x   0.99996465  =   0.99996363
 DK1863!UTM  15      -   0.99999898  x   1.00016635  =   1.00016533
 DK1863
 DK1863                          SUPERSEDED SURVEY CONTROL
 DK1863
 DK1863  NAD 83(1986)-  33 07 26.64482(N)    090 42 10.12540(W) AD(       ) 2
 DK1863  NAD 27      -  33 07 26.20020(N)    090 42 09.77910(W) AD(       ) 2
 DK1863
 DK1863.Superseded values are not recommended for survey control.
 DK1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1863.See file dsdata.txt to determine how the superseded data were derived.
 DK1863
 DK1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1431667389(NAD 83)
 DK1863_MARKER: Z = SEE DESCRIPTION
 DK1863_SETTING: 0 = UNSPECIFIED SETTING
 DK1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1863
 DK1863  HISTORY     - Date     Condition        Report By
 DK1863  HISTORY     - 1957     MONUMENTED       USE
 DK1863  HISTORY     - 1967     GOOD             MSHD
 DK1863
 DK1863                          STATION DESCRIPTION
 DK1863
 DK1863'DESCRIBED BY US ENGINEERS 1957 (WNM)
 DK1863'THE STATION IS LOCATED AT THE VILLAGE OF MURPHY, ABOUT 9 MILES
 DK1863'EAST-SOUTHEAST OF HOLLANDALE, ABOUT 9 MILES NORTHWEST OF
 DK1863'MIDNIGHT, AND ABOUT 14 MILES WEST-SOUTHWEST OF BELZONI, ON THE
 DK1863'WEST SIDE OF THE SUNFLOWER RIVER, ON PROPERTY OWNED BY MR. T. W.
 DK1863'WOOD.  IT IS 8 FEET SOUTH OF THE SOUTH BANK OF MURPHY BAYOU, 27
 DK1863'FEET EAST OF THE SOUTH END OF THE BRIDGE ACROSS MURPHY BAYOU,
 DK1863'AND 10 FEET NORTHWEST OF A POWER LINE POLE.  TO REACH THE
 DK1863'STATION FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK1863'HIGHWAY 12, AT THE NORTH EDGE OF BELZONI, GO WEST ON STATE
 DK1863'HIGHWAY 12 FOR 11.35 MILES TO A CROSSROAD AT THE WEST END
 DK1863'OF THE SUNFLOWER RIVER BRIDGE.  TURN LEFT, AND GO SOUTH ON
 DK1863'THE GRAVELED ROAD FOR 4.2 MILES TO THE SOUTH END OF A
 DK1863'BRIDGE ACROSS MURPHY BAYOU AND THE STATION AS DESCRIBED.
 DK1863'
 DK1863'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MURPHY,
 DK1863'DISTANCE BEING 69.86 FEET (21.2928 METERS) WEST OF STATION
 DK1863'MURPHY.
 DK1863
 DK1863                          STATION RECOVERY (1967)
 DK1863
 DK1863'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1863'THE STATION WAS VISITED AND THE STATION HAS BEEN DISTURBED.  THE
 DK1863'CAP WAS FOUND TO BE MISSING.
 DK1863'
 DK1863'THE STATION IS LOCATED AT THE VILLAGE OF MURPHY, ABOUT 9 MILES
 DK1863'EAST SOUTHEAST OF HOLLANDALE, ABOUT 9 MILES NORTHWEST OF MIDNIGHT
 DK1863'AND ABOUT 14 MILES WEST SOUTHWEST OF BELZONI ON THE WEST SIDE
 DK1863'OF THE SUNFLOWER RIVER, ON PROPERTY OWNED BY MR. T. W. WOOD.
 DK1863'IT IS 53 FEET EAST OF THE CENTER OF THE BRIDGE, 41 FEET EAST
 DK1863'NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE.  TO REACH THE
 DK1863'STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 DK1863'12 AT THE NORTH EDGE OF BELZONI, GO WEST ON STATE HIGHWAY 12
 DK1863'FOR 11.35 MILES TO A CROSSROADS AT THE WEST END OF THE
 DK1863'SUNFLOWER RIVER BRIDGE.  TURN LEFT AND GO SOUTH ON THE GRAVEL
 DK1863'ROAD FOR 4.2 MILES TO THE SOUTH END OF A BRIDGE ACROSS MURPHY
 DK1863'BAYOU AND THE STATION AS DESCRIBED.
 DK1863'
 DK1863'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MURPHY,
 DK1863'DISTANCE BEING 69.86 FEET WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0835 ***********************************************************************
 BW0835  DESIGNATION -  A 61
 BW0835  PID         -  BW0835
 BW0835  STATE/COUNTY-  MS/JEFFERSON
 BW0835  USGS QUAD   -  FAYETTE (1988)
 BW0835
 BW0835                         *CURRENT SURVEY CONTROL
 BW0835  ___________________________________________________________________
 BW0835* NAD 83(1986)-  31 41 46.     (N)    091 01 38.     (W)     SCALED    
 BW0835* NAVD 88     -        75.07   (+/-2cm)     246.3    (feet)  VERTCON   
 BW0835  ___________________________________________________________________
 BW0835  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0835
 BW0835.The horizontal coordinates were scaled from a topographic map and have
 BW0835.an estimated accuracy of +/- 6 seconds.
 BW0835
 BW0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0835.The vertical order pertains to the NGVD 29 superseded value.
 BW0835
 BW0835.The geoid height was determined by GEOID03.
 BW0835
 BW0835;                    North         East    Units  Estimated Accuracy
 BW0835;SPC MS W     -   243,660.      634,220.      MT  (+/- 180 meters Scaled)
 BW0835
 BW0835                          SUPERSEDED SURVEY CONTROL
 BW0835
 BW0835  NGVD 29 (??/??/92)   75.076  (m)          246.31   (f) ADJ UNCH    2 0
 BW0835
 BW0835.Superseded values are not recommended for survey control.
 BW0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0835.See file dsdata.txt to determine how the superseded data were derived.
 BW0835
 BW0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR869084(NAD 83)
 BW0835_MARKER: DB = BENCH MARK DISK
 BW0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0835_SP_SET: CULVERT
 BW0835_STAMPING: 246.312 A 61 1935
 BW0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0835
 BW0835  HISTORY     - Date     Condition        Report By
 BW0835  HISTORY     - 1935     MONUMENTED       CGS
 BW0835  HISTORY     - 1970     GOOD             MSHD
 BW0835
 BW0835                          STATION DESCRIPTION
 BW0835
 BW0835'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0835'2.0 MI S FROM HARRISTON.
 BW0835'THE MARK IS LOCATED 2 MILES SOUTH OF HARRISTON, 2.3 MILES SOUTHEAST OF
 BW0835'FAYETTE IN THE SOUTH ANGLE OF A ROAD CROSSING THE ILLINOIS CENTRAL
 BW0835'RAILROAD TRACK IN THE WEST END OF THE SOUTH HEADWALL OF A 10X4 FOOT
 BW0835'DOUBLE BOX CULVERT.  IT IS 61 FEET SOUTHEAST OF THE CENTER OF THE
 BW0835'CROSSING, 35 FEET SOUTHEAST OF THE EAST RAIL, 19 FEET SOUTHWEST OF THE
 BW0835'CENTER OF A GRAVELED ROAD, 34 FEET SOUTHWEST OF A RAILROAD STOP SIGN,
 BW0835'2 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE
 BW0835'WEST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE DOUBLE BOX
 BW0835'CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- TO
 BW0835'REACH FROM THE JEFFERSON COUNTY COURTHOUSE AT THE JUNCTION OF U.S.
 BW0835'HIGHWAY 61 AND STATE HIGHWAY 28 IN FAYETTE, GO EAST ON STATE HIGHWAY
 BW0835'28 FOR 1.3 MILES TO A CROSSROADS.  TURN LEFT (NORTHEAST) AND CONTINUE
 BW0835'ON A GRAVELED ROAD FOR 1 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL
 BW0835'RAILROAD TRACK AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1127 ***********************************************************************
 BW1127  DESIGNATION -  A 62
 BW1127  PID         -  BW1127
 BW1127  STATE/COUNTY-  MS/WILKINSON
 BW1127  USGS QUAD   -  CENTREVILLE (1988)
 BW1127
 BW1127                         *CURRENT SURVEY CONTROL
 BW1127  ___________________________________________________________________
 BW1127* NAD 83(1986)-  31 01 43.     (N)    091 06 16.     (W)     SCALED    
 BW1127* NAVD 88     -       101.65   (+/-2cm)     333.5    (feet)  VERTCON   
 BW1127  ___________________________________________________________________
 BW1127  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1127
 BW1127.The horizontal coordinates were scaled from a topographic map and have
 BW1127.an estimated accuracy of +/- 6 seconds.
 BW1127
 BW1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1127.The vertical order pertains to the NGVD 29 superseded value.
 BW1127
 BW1127.The geoid height was determined by GEOID03.
 BW1127
 BW1127;                    North         East    Units  Estimated Accuracy
 BW1127;SPC MS W     -   169,700.      626,380.      MT  (+/- 180 meters Scaled)
 BW1127
 BW1127                          SUPERSEDED SURVEY CONTROL
 BW1127
 BW1127  NGVD 29 (??/??/92)  101.608  (m)          333.36   (f) ADJ UNCH    2 0
 BW1127
 BW1127.Superseded values are not recommended for survey control.
 BW1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1127.See file dsdata.txt to determine how the superseded data were derived.
 BW1127
 BW1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ809343(NAD 83)
 BW1127_MARKER: DB = BENCH MARK DISK
 BW1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1127_STAMPING: 333.359 A 62 1935
 BW1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1127+STABILITY: SURFACE MOTION
 BW1127
 BW1127  HISTORY     - Date     Condition        Report By
 BW1127  HISTORY     - 1935     MONUMENTED       CGS
 BW1127  HISTORY     - 1969     GOOD             MSHD
 BW1127
 BW1127                          STATION DESCRIPTION
 BW1127
 BW1127'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1127'4.7 MI SW FROM CENTREVILLE.
 BW1127'THE MARK IS LOCATED 4.7 MILES SOUTHWEST OF CENTREVILLE IN THE
 BW1127'SOUTHEAST ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD WITH
 BW1127'A PRIVATE ROAD LEADING TO A CONCRETE BLOCK CHURCH, 0.25 MILE SOUTH OF
 BW1127'MILEPOST M 325.  IT IS 41 FEET SOUTHEAST OF THE CENTER OF THE
 BW1127'CROSSING, 30 FEET EAST OF THE EAST RAIL, 24 FEET SOUTH OF THE CENTER
 BW1127'OF THE PRIVATE ROAD, 71 FEET WEST OF THE CENTER OF HIGHWAY 33, 79.5
 BW1127'FEET SOUTHEAST OF POLE NO. 12871, 167 FEET SOUTHEAST OF THE SOUTHEAST
 BW1127'CORNER OF THE BLOCK CHURCH, 1 FOOT WEST OF A METAL WITNESS POST, SET
 BW1127'IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK
 BW1127'AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE TRUCK SCALES AT THE
 BW1127'JUNCTION OF STATE HIGHWAYS 33 AND 24 AT THE SOUTH EDGE OF CENTREVILLE
 BW1127'GO SOUTHWEST ON STATE HIGHWAY 33 FOR 2.6 MILES TO AN ANGLING SIDE ROAD
 BW1127'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 33 FOR 1.3 MILES TO A PRIVATE
 BW1127'ROAD LEADING TO A WHITE CONCRETE BLOCK CHURCH AND THE MARK ON THE
 BW1127'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0176 ***********************************************************************
 DJ0176  DESIGNATION -  A 68
 DJ0176  PID         -  DJ0176
 DJ0176  STATE/COUNTY-  MS/MONROE
 DJ0176  USGS QUAD   -  AMORY (1992)
 DJ0176
 DJ0176                         *CURRENT SURVEY CONTROL
 DJ0176  ___________________________________________________________________
 DJ0176* NAD 83(1986)-  33 59 42.     (N)    088 29 29.     (W)     SCALED    
 DJ0176* NAVD 88     -        68.467  (meters)     224.63   (feet)  ADJUSTED  
 DJ0176  ___________________________________________________________________
 DJ0176  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0176  DYNAMIC HT  -          68.398 (meters)     224.40  (feet)  COMP
 DJ0176  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 DJ0176
 DJ0176  VERT ORDER  -  SECOND    CLASS 0
 DJ0176
 DJ0176.The horizontal coordinates were scaled from a topographic map and have
 DJ0176.an estimated accuracy of +/- 6 seconds.
 DJ0176
 DJ0176.The orthometric height was determined by differential leveling
 DJ0176.and adjusted in June 1991.
 DJ0176
 DJ0176.The geoid height was determined by GEOID03.
 DJ0176
 DJ0176.The dynamic height is computed by dividing the NAVD 88
 DJ0176.geopotential number by the normal gravity value computed on the
 DJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0176.degrees latitude (g = 980.6199 gals.).
 DJ0176
 DJ0176.The modeled gravity was interpolated from observed gravity values.
 DJ0176
 DJ0176;                    North         East    Units  Estimated Accuracy
 DJ0176;SPC MS E     -   498,450.      331,590.      MT  (+/- 180 meters Scaled)
 DJ0176
 DJ0176                          SUPERSEDED SURVEY CONTROL
 DJ0176
 DJ0176  NGVD 29 (??/??/92)   68.41   (m)          224.4    (f) COMPUTED    2 0
 DJ0176
 DJ0176.Superseded values are not recommended for survey control.
 DJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0176.See file dsdata.txt to determine how the superseded data were derived.
 DJ0176
 DJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC622626(NAD 83)
 DJ0176_MARKER: DB = BENCH MARK DISK
 DJ0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0176_SP_SET: CULVERT
 DJ0176_STAMPING: A-68 1935
 DJ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0176
 DJ0176  HISTORY     - Date     Condition        Report By
 DJ0176  HISTORY     - 1935     MONUMENTED       CGS
 DJ0176
 DJ0176                          STATION DESCRIPTION
 DJ0176
 DJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0176'IN AMORY.
 DJ0176'ALONG HIGHWAY NO. 25, 8 FEET WEST OF THE SOUTHWEST END OF A NEW WOODEN
 DJ0176'BRIDGE AND 3 FEET WEST OF THE SOUTHEAST END OF THE CONCRETE HEADWALL,
 DJ0176'IN THE SOUTHEAST CONCRETE HEADWALL OF AN OLD BRIDGE ACROSS BURKETT
 DJ0176'CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0941 ***********************************************************************
 DJ0941  DESIGNATION -  A 69
 DJ0941  PID         -  DJ0941
 DJ0941  STATE/COUNTY-  MS/CLAY
 DJ0941  USGS QUAD   -  MULDON (1987)
 DJ0941
 DJ0941                         *CURRENT SURVEY CONTROL
 DJ0941  ___________________________________________________________________
 DJ0941* NAD 83(1986)-  33 37 44.     (N)    088 39 00.     (W)     SCALED    
 DJ0941* NAVD 88     -        77.473  (meters)     254.18   (feet)  ADJUSTED  
 DJ0941  ___________________________________________________________________
 DJ0941  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DJ0941  DYNAMIC HT  -          77.392 (meters)     253.91  (feet)  COMP
 DJ0941  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 DJ0941
 DJ0941  VERT ORDER  -  FIRST     CLASS II
 DJ0941
 DJ0941.The horizontal coordinates were scaled from a topographic map and have
 DJ0941.an estimated accuracy of +/- 6 seconds.
 DJ0941
 DJ0941.The orthometric height was determined by differential leveling
 DJ0941.and adjusted in June 1991.
 DJ0941
 DJ0941.The geoid height was determined by GEOID03.
 DJ0941
 DJ0941.The dynamic height is computed by dividing the NAVD 88
 DJ0941.geopotential number by the normal gravity value computed on the
 DJ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0941.degrees latitude (g = 980.6199 gals.).
 DJ0941
 DJ0941.The modeled gravity was interpolated from observed gravity values.
 DJ0941
 DJ0941;                    North         East    Units  Estimated Accuracy
 DJ0941;SPC MS E     -   457,800.      317,010.      MT  (+/- 180 meters Scaled)
 DJ0941
 DJ0941                          SUPERSEDED SURVEY CONTROL
 DJ0941
 DJ0941  NGVD 29 (??/??/92)   77.436  (m)          254.05   (f) ADJ UNCH    1 2
 DJ0941
 DJ0941.Superseded values are not recommended for survey control.
 DJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0941.See file dsdata.txt to determine how the superseded data were derived.
 DJ0941
 DJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC469222(NAD 83)
 DJ0941_MARKER: DB = BENCH MARK DISK
 DJ0941_SETTING: 0 = UNSPECIFIED SETTING
 DJ0941_STAMPING: A 69 (1935)(1938)
 DJ0941_MARK LOGO: CGS   
 DJ0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0941
 DJ0941  HISTORY     - Date     Condition        Report By
 DJ0941  HISTORY     - 1938     MONUMENTED       CGS
 DJ0941  HISTORY     - 1966     GOOD             MSHD
 DJ0941  HISTORY     - 1983     GOOD             NGS
 DJ0941  HISTORY     - 20080506 MARK NOT FOUND   TVA
 DJ0941
 DJ0941                          STATION DESCRIPTION
 DJ0941
 DJ0941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0941'1.7 MI N FROM WEST POINT.
 DJ0941'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0941'STREET FOR 0.15 MILE TO THE INTERSECTION OF HALF MILE STREET, TURN
 DJ0941'RIGHT (NORTH) AND CONTINUE ON HALF MILE STREET FOR 1.7 MILES TO A
 DJ0941'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 55.5
 DJ0941'FEET SOUTHEAST OF A 20 INCH OAK ACTING AS A FENCE CORNER, 54 FEET
 DJ0941'SOUTH OF POLE NO. 5855, 30 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 DJ0941'29.2 FEET WEST OF THE WEST RAIL, AND 1.1 FEET SOUTH OF A METAL WITNESS
 DJ0941'POST.
 DJ0941
 DJ0941                          STATION RECOVERY (1983)
 DJ0941
 DJ0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0941'RECOVERED IN GOOD CONDITION.  NOTE, DELETE FROM THE POST OFFICE, ADD
 DJ0941'FROM THE POLICE DEPARTMENT ON BROAD STREET.  NOT LEVELED TO AT THIS
 DJ0941'TIME.
 DJ0941
 DJ0941                          STATION RECOVERY (2008)
 DJ0941
 DJ0941'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (MWN)
 DJ0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0205 ***********************************************************************
 BW0205  DESIGNATION -  A 7
 BW0205  PID         -  BW0205
 BW0205  STATE/COUNTY-  MS/PIKE
 BW0205  USGS QUAD   -  OSYKA (1972)
 BW0205
 BW0205                         *CURRENT SURVEY CONTROL
 BW0205  ___________________________________________________________________
 BW0205* NAD 83(1986)-  31 00 06.     (N)    090 28 18.     (W)     SCALED    
 BW0205* NAVD 88     -        75.947  (meters)     249.17   (feet)  ADJUSTED  
 BW0205  ___________________________________________________________________
 BW0205  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW0205  DYNAMIC HT  -          75.849 (meters)     248.85  (feet)  COMP
 BW0205  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 BW0205  OBS GRAVITY -     979,367.2   (mgal)                       GRAV_OBS
 BW0205
 BW0205  VERT ORDER  -  FIRST     CLASS I
 BW0205
 BW0205.The horizontal coordinates were scaled from a topographic map and have
 BW0205.an estimated accuracy of +/- 6 seconds.
 BW0205
 BW0205.The orthometric height was determined by differential leveling
 BW0205.and adjusted in February 1994.
 BW0205
 BW0205.The geoid height was determined by GEOID03.
 BW0205
 BW0205.The dynamic height is computed by dividing the NAVD 88
 BW0205.geopotential number by the normal gravity value computed on the
 BW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0205.degrees latitude (g = 980.6199 gals.).
 BW0205
 BW0205.The modeled gravity was interpolated from observed gravity values.
 BW0205.The observed gravity was obtained from relative gravimeter ties
 BW0205.to the IGSN71 gravity network.
 BW0205
 BW0205;                    North         East    Units  Estimated Accuracy
 BW0205;SPC MS W     -   166,470.      686,790.      MT  (+/- 180 meters Scaled)
 BW0205
 BW0205                          SUPERSEDED SURVEY CONTROL
 BW0205
 BW0205  NAVD 88 (06/15/91)   75.957  (m)          249.20   (f) UNKNOWN     1 1
 BW0205  NGVD 29 (??/??/??)   75.942  (m)          249.15   (f) ADJUSTED    1 1
 BW0205
 BW0205.Superseded values are not recommended for survey control.
 BW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0205.See file dsdata.txt to determine how the superseded data were derived.
 BW0205
 BW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414325(NAD 83)
 BW0205_MARKER: DB = BENCH MARK DISK
 BW0205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW0205_SP_SET: HEADWALL
 BW0205_STAMPING: A 7 1934 249.327
 BW0205_MARK LOGO: CGS   
 BW0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0205+STABILITY: SURFACE MOTION
 BW0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0205+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BW0205
 BW0205  HISTORY     - Date     Condition        Report By
 BW0205  HISTORY     - 1934     MONUMENTED       CGS
 BW0205  HISTORY     - 1969     GOOD             MSHD
 BW0205  HISTORY     - 19920712 GOOD             NGS
 BW0205
 BW0205                          STATION DESCRIPTION
 BW0205
 BW0205'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0205'0.35 MI S FROM OSYKA.
 BW0205'THE MARK IS LOCATED 0.35 MILE SOUTH OF OSYKA IN THE SOUTH END OF THE
 BW0205'WEST HEADWALL OF A 48 INCH CONCRETE PIPE UNDER THE ILLINOIS CENTRAL
 BW0205'RAILROAD TRACK APPROXIMATELY 150 YARDS NORTH OF THE
 BW0205'LOUISIANA-MISSISSIPPI STATE LINE AND IS NEAR THE CENTER OF THE SOUTH
 BW0205'SIDE OF SECTION 35, T 1N, R 7E.  IT IS 13 FEET WEST OF THE WEST RAIL
 BW0205'OF THE WEST TRACK, 21 FEET NORTH OF A SWITCH STAND, 75 PACES NORTH OF
 BW0205'SIGNAL 824.2, 1.3 FEET NORTH OF THE SOUTH EDGE OF THE CULVERT, 1.2
 BW0205'FEET EAST OF THE WEST EDGE OF THE CULVERT, 2 FEET WEST OF A METAL
 BW0205'WITNESS POST, SET IN A DRILLED HOLE IN THE SOUTH END OF THE WEST
 BW0205'HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT AND IS ABOUT 4 FEET BELOW
 BW0205'THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE PIKE COUNTY
 BW0205'COURTHOUSE IN MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR
 BW0205'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN LEFT (SOUTH)
 BW0205'AND CONTINUE ON U.S. HIGHWAY 51 FOR 9.7 MILES TO THE JUNCTION OF STATE
 BW0205'HIGHWAY 584 IN OSYKA.  TURN LEFT (SOUTHEAST) AND CONTINUE ON LIBERTY
 BW0205'STREET FOR 0.2 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 BW0205'TRACK.  THENCE 0.35 MILE SOUTHWEST ALONG THE RAILROAD TRACK TO THE
 BW0205'MARK ON THE RIGHT.
 BW0205
 BW0205                          STATION RECOVERY (1992)
 BW0205
 BW0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0205'8.0 KM (4.95 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0205'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, IN TOP OF AND 0.4 M
 BW0205'(1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 BW0205'HEADWALL OF A CULVERT, 185.0 M (607.0 FT) SOUTH OF MILEPOST 824, 74.6
 BW0205'M (244.8 FT) NORTHEAST OF SIGNAL NUMBER 824.1, 6.3 M (20.7 FT) NORTH
 BW0205'OF A SWITCH STAND, 4.0 M (13.1 FT) NORTHWEST OF THE NEAR RAIL, AND
 BW0205'1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0544 ***********************************************************************
 DJ0544  DESIGNATION -  A 70
 DJ0544  PID         -  DJ0544
 DJ0544  STATE/COUNTY-  MS/LOWNDES
 DJ0544  USGS QUAD   -  NEW HOPE (1987)
 DJ0544
 DJ0544                         *CURRENT SURVEY CONTROL
 DJ0544  ___________________________________________________________________
 DJ0544* NAD 83(1986)-  33 29 00.     (N)    088 21 46.     (W)     SCALED    
 DJ0544* NAVD 88     -        57.715  (meters)     189.35   (feet)  ADJUSTED  
 DJ0544  ___________________________________________________________________
 DJ0544  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ0544  DYNAMIC HT  -          57.654 (meters)     189.15  (feet)  COMP
 DJ0544  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DJ0544
 DJ0544  VERT ORDER  -  SECOND    CLASS 0
 DJ0544
 DJ0544.The horizontal coordinates were scaled from a topographic map and have
 DJ0544.an estimated accuracy of +/- 6 seconds.
 DJ0544
 DJ0544.The orthometric height was determined by differential leveling
 DJ0544.and adjusted in June 1991.
 DJ0544
 DJ0544.The geoid height was determined by GEOID03.
 DJ0544
 DJ0544.The dynamic height is computed by dividing the NAVD 88
 DJ0544.geopotential number by the normal gravity value computed on the
 DJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0544.degrees latitude (g = 980.6199 gals.).
 DJ0544
 DJ0544.The modeled gravity was interpolated from observed gravity values.
 DJ0544
 DJ0544;                    North         East    Units  Estimated Accuracy
 DJ0544;SPC MS E     -   441,740.      343,730.      MT  (+/- 180 meters Scaled)
 DJ0544
 DJ0544                          SUPERSEDED SURVEY CONTROL
 DJ0544
 DJ0544  NGVD 29 (??/??/92)   57.682  (m)          189.25   (f) ADJ UNCH    2 0
 DJ0544
 DJ0544.Superseded values are not recommended for survey control.
 DJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0544.See file dsdata.txt to determine how the superseded data were derived.
 DJ0544
 DJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC733057(NAD 83)
 DJ0544_MARKER: DB = BENCH MARK DISK
 DJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0544_STAMPING: A 70 1935
 DJ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0544+STABILITY: SURFACE MOTION
 DJ0544
 DJ0544  HISTORY     - Date     Condition        Report By
 DJ0544  HISTORY     - 1935     MONUMENTED       CGS
 DJ0544  HISTORY     - 1965     GOOD             MSHD
 DJ0544  HISTORY     - 1987     GOOD             LOCSUR
 DJ0544  HISTORY     - 1988     GOOD             USPSQD
 DJ0544
 DJ0544                          STATION DESCRIPTION
 DJ0544
 DJ0544'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0544'4.6 MI E FROM COLUMBUS.
 DJ0544'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 82 AND STATE
 DJ0544'HIGHWAY 69 IN THE EASTERN PART OF COLUMBUS GO EAST ON HIGHWAY 82 FOR
 DJ0544'1.6 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT, SOUTH AND GO
 DJ0544'0.7 MILE TO A RAILROAD CROSSING AND THE MARK ON THE LEFT.  THE MARK IS
 DJ0544'A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48
 DJ0544'FEET NORTH OF THE CENTER OF THE TRACK, 12 FEET EAST OF THE CENTER OF
 DJ0544'THE ROAD, 1 FOOT SOUTH OF A FENCE CORNER, 5 FEET WEST OF A TELEGRAPH
 DJ0544'LINE POLE, 3 FEET BELOW THE LEVEL OF THE RAILROAD AND PROJECTS 6
 DJ0544'INCHES.  THE MARK IS SET 1.0 FOOT EAST OF A METAL WITNESS POST.
 DJ0544
 DJ0544                          STATION RECOVERY (1987)
 DJ0544
 DJ0544'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (EDS)
 DJ0544'RECOVERED IN GOOD CONDITION.
 DJ0544
 DJ0544                          STATION RECOVERY (1988)
 DJ0544
 DJ0544'RECOVERY NOTE BY US POWER SQUADRON 1988 (AB)
 DJ0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0772 ***********************************************************************
 DJ0772  DESIGNATION -  A 71
 DJ0772  PID         -  DJ0772
 DJ0772  STATE/COUNTY-  MS/NOXUBEE
 DJ0772  USGS QUAD   -  MACON (1982)
 DJ0772
 DJ0772                         *CURRENT SURVEY CONTROL
 DJ0772  ___________________________________________________________________
 DJ0772* NAD 83(1986)-  33 05 19.     (N)    088 35 07.     (W)     SCALED    
 DJ0772* NAVD 88     -        53.522  (meters)     175.60   (feet)  ADJUSTED  
 DJ0772  ___________________________________________________________________
 DJ0772  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0772  DYNAMIC HT  -          53.463 (meters)     175.40  (feet)  COMP
 DJ0772  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 DJ0772
 DJ0772  VERT ORDER  -  SECOND    CLASS 0
 DJ0772
 DJ0772.The horizontal coordinates were scaled from a topographic map and have
 DJ0772.an estimated accuracy of +/- 6 seconds.
 DJ0772
 DJ0772.The orthometric height was determined by differential leveling
 DJ0772.and adjusted in June 1991.
 DJ0772
 DJ0772.The geoid height was determined by GEOID03.
 DJ0772
 DJ0772.The dynamic height is computed by dividing the NAVD 88
 DJ0772.geopotential number by the normal gravity value computed on the
 DJ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0772.degrees latitude (g = 980.6199 gals.).
 DJ0772
 DJ0772.The modeled gravity was interpolated from observed gravity values.
 DJ0772
 DJ0772;                    North         East    Units  Estimated Accuracy
 DJ0772;SPC MS E     -   397,890.      323,160.      MT  (+/- 180 meters Scaled)
 DJ0772
 DJ0772                          SUPERSEDED SURVEY CONTROL
 DJ0772
 DJ0772  NGVD 29 (??/??/92)   53.486  (m)          175.48   (f) ADJ UNCH    2 0
 DJ0772
 DJ0772.Superseded values are not recommended for survey control.
 DJ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0772.See file dsdata.txt to determine how the superseded data were derived.
 DJ0772
 DJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB520622(NAD 83)
 DJ0772_MARKER: DB = BENCH MARK DISK
 DJ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0772_STAMPING: A 71 1935
 DJ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0772+STABILITY: SURFACE MOTION
 DJ0772
 DJ0772  HISTORY     - Date     Condition        Report By
 DJ0772  HISTORY     - 1935     MONUMENTED       CGS
 DJ0772  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0772
 DJ0772                          STATION DESCRIPTION
 DJ0772
 DJ0772'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0772'2.1 MI SW FROM MACON.
 DJ0772'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE IN
 DJ0772'MACON, NOXUBEE COUNTY, AT THE INTERSECTION OF U. S. HIGHWAY 45, 45
 DJ0772'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 45, 20 FEET NORTH OF THE
 DJ0772'CENTERLINE OF STATE HIGHWAY 14, AND 1.0 FOOT NORTH OF A FENCE.  A
 DJ0772'STANDARD DISK, STAMPED A 71 1935 AND SET IN THE TOP OF A CONCRETE
 DJ0772'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0668 ***********************************************************************
 CO0668  DESIGNATION -  A 72
 CO0668  PID         -  CO0668
 CO0668  STATE/COUNTY-  MS/KEMPER
 CO0668  USGS QUAD   -  DE KALB (1982)
 CO0668
 CO0668                         *CURRENT SURVEY CONTROL
 CO0668  ___________________________________________________________________
 CO0668* NAD 83(1986)-  32 46 07.     (N)    088 38 42.     (W)     SCALED    
 CO0668* NAVD 88     -       115.714  (meters)     379.64   (feet)  ADJUSTED  
 CO0668  ___________________________________________________________________
 CO0668  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CO0668  DYNAMIC HT  -         115.581 (meters)     379.20  (feet)  COMP
 CO0668  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CO0668
 CO0668  VERT ORDER  -  SECOND    CLASS 0
 CO0668
 CO0668.The horizontal coordinates were scaled from a topographic map and have
 CO0668.an estimated accuracy of +/- 6 seconds.
 CO0668
 CO0668.The orthometric height was determined by differential leveling
 CO0668.and adjusted in June 1991.
 CO0668
 CO0668.The geoid height was determined by GEOID03.
 CO0668
 CO0668.The dynamic height is computed by dividing the NAVD 88
 CO0668.geopotential number by the normal gravity value computed on the
 CO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0668.degrees latitude (g = 980.6199 gals.).
 CO0668
 CO0668.The modeled gravity was interpolated from observed gravity values.
 CO0668
 CO0668;                    North         East    Units  Estimated Accuracy
 CO0668;SPC MS E     -   362,400.      317,650.      MT  (+/- 180 meters Scaled)
 CO0668
 CO0668                          SUPERSEDED SURVEY CONTROL
 CO0668
 CO0668  NGVD 29 (??/??/92)  115.684  (m)          379.54   (f) ADJ UNCH    2 0
 CO0668
 CO0668.Superseded values are not recommended for survey control.
 CO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0668.See file dsdata.txt to determine how the superseded data were derived.
 CO0668
 CO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB459268(NAD 83)
 CO0668_MARKER: DB = BENCH MARK DISK
 CO0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0668_STAMPING: A 72 1935
 CO0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0668+STABILITY: SURFACE MOTION
 CO0668
 CO0668  HISTORY     - Date     Condition        Report By
 CO0668  HISTORY     - 1935     MONUMENTED       CGS
 CO0668  HISTORY     - 1963     MARK NOT FOUND   NGS
 CO0668
 CO0668                          STATION DESCRIPTION
 CO0668
 CO0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CO0668'IN DE KALB.
 CO0668'AT DE KALB, KEMPER COUNTY, 75 FEET SOUTH OF THE SOUTHWEST CORNER OF
 CO0668'THE DE KALB AND WESTERN RAILROAD STATION, 80 FEET WEST OF THE
 CO0668'CENTERLINE OF THE MAIN TRACK, 20 FEET EAST OF THE SOUTHEAST END OF A
 CO0668'WOODEN BRIDGE, AND 2 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED A
 CO0668'72 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD
 CO0668'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0453 ***********************************************************************
 CO0453  DESIGNATION -  A 73
 CO0453  PID         -  CO0453
 CO0453  STATE/COUNTY-  MS/LAUDERDALE
 CO0453  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0453
 CO0453                         *CURRENT SURVEY CONTROL
 CO0453  ___________________________________________________________________
 CO0453* NAD 83(1986)-  32 21 59.     (N)    088 41 26.     (W)     SCALED    
 CO0453* NAVD 88     -       101.039  (meters)     331.49   (feet)  POSTED    
 CO0453  ___________________________________________________________________
 CO0453  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CO0453  DYNAMIC HT  -         100.920 (meters)     331.10  (feet)  COMP
 CO0453  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 CO0453
 CO0453  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CO0453
 CO0453.The horizontal coordinates were scaled from a topographic map and have
 CO0453.an estimated accuracy of +/- 6 seconds.
 CO0453
 CO0453.The orthometric height was determined by differential leveling
 CO0453.and adjusted by the  in 1992.
 CO0453.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CO0453.rate of 4.1 thru 8.0 mm/km.
 CO0453
 CO0453.The geoid height was determined by GEOID03.
 CO0453
 CO0453.The dynamic height is computed by dividing the NAVD 88
 CO0453.geopotential number by the normal gravity value computed on the
 CO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0453.degrees latitude (g = 980.6199 gals.).
 CO0453
 CO0453.The modeled gravity was interpolated from observed gravity values.
 CO0453
 CO0453;                    North         East    Units  Estimated Accuracy
 CO0453;SPC MS E     -   317,790.      313,440.      MT  (+/- 180 meters Scaled)
 CO0453
 CO0453                          SUPERSEDED SURVEY CONTROL
 CO0453
 CO0453  NGVD 29 (??/??/92)  101.037  (m)          331.49   (f) ADJ UNCH    1 2
 CO0453
 CO0453.Superseded values are not recommended for survey control.
 CO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0453.See file dsdata.txt to determine how the superseded data were derived.
 CO0453
 CO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA409823(NAD 83)
 CO0453_MARKER: DB = BENCH MARK DISK
 CO0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0453_SP_SET: CONCRETE POST
 CO0453_STAMPING: A 73 1935
 CO0453_MARK LOGO: CGS   
 CO0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0453+STABILITY: SURFACE MOTION
 CO0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0453+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 CO0453
 CO0453  HISTORY     - Date     Condition        Report By
 CO0453  HISTORY     - 1935     MONUMENTED       CGS
 CO0453  HISTORY     - 1964     GOOD             MSHD
 CO0453  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0453  HISTORY     - 19900412 GOOD             MSHD
 CO0453
 CO0453                          STATION DESCRIPTION
 CO0453
 CO0453'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0453'IN MERIDIAN.
 CO0453'AT MERIDIAN, LAUDERDALE COUNTY, ON THE GULF, MOBILE, AND OHIO
 CO0453'RAILROAD, 0.3 MILE EAST OF UNION STATION, 400 FEET SOUTHEAST OF THE
 CO0453'CROSSING OF THE ALABAMA GREAT SOUTHERN RAILROAD, AT A HIGHWAY
 CO0453'CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE OF U. S. HIGHWAY 80, AND
 CO0453'24 FEET SOUTHEAST OF THE CENTERLINE OF THE CENTER TRACK. A STANDARD
 CO0453'DISK, STAMPED A 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CO0453
 CO0453                          STATION RECOVERY (1968)
 CO0453
 CO0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0453'MARK NOT FOUND.
 CO0453
 CO0453                          STATION RECOVERY (1990)
 CO0453
 CO0453'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0453'MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF THE CENTER OF DOWNTOWN
 CO0453'MERIDIAN, IN THE SOUTH ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD
 CO0453'TRACK AND 11TH AVENUE AND IS IN SECTION 17, T 6N, R 16E.
 CO0453'TO REACH FROM THE I-20 AND I-59 BRIDGE OVER 22ND AVENUE (OLD HIGHWAY
 CO0453'45) IN MERIDIAN, GO NORTHWEST ON 22ND AVENUE FOR 0.6 MI (1.0 KM) TO
 CO0453'THE INTERSECTION OF B STREET, TURN RIGHT AND GO NORTHEAST ON B STREET
 CO0453'FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF 11TH AVENUE, TURN LEFT AND
 CO0453'GO NORTHWEST ON 11TH AVENUE FOR 0.15 MI (0.24 KM) TO THE CROSSING OF
 CO0453'THE MOST WESTERLY OF TWO RAILROAD TRACKS AND THE MARK ON THE LEFT.
 CO0453'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0453'LEVEL WITH THE TRACK, PROJECTING 1 INCH, 168 FT (51.2 M) EAST OF THE
 CO0453'SOUTHEAST CORNER OF A LONE BRICK BUILDING, 63 FT (19.2 M) NORTHWEST
 CO0453'OF THE NORTHWEST RAIL OF THE MOST NORTHWESTERN OF A GROUP OF TRACKS,
 CO0453'39 FT (11.9 M) SOUTHWEST OF THE CENTER OF 11TH AVENUE, 26.5 FT
 CO0453'(8.1 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN I.C.G. RAILROAD
 CO0453'TRACK, 16 FT (4.9 M) WEST OF A POWER POLE WITH A LAMP, 12.5 FT
 CO0453'(3.8 M) SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 6.2 FT
 CO0453'(1.9 M) NORTHWEST OF A POLE WITH A METER ON IT AND 1 FT (0.3 M)
 CO0453'SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0284 ***********************************************************************
 BW0284  DESIGNATION -  A 8
 BW0284  PID         -  BW0284
 BW0284  STATE/COUNTY-  MS/LINCOLN
 BW0284  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0284
 BW0284                         *CURRENT SURVEY CONTROL
 BW0284  ___________________________________________________________________
 BW0284* NAD 83(1986)-  31 28 06.     (N)    090 26 33.     (W)     SCALED    
 BW0284* NAVD 88     -       116.899  (meters)     383.53   (feet)  ADJUSTED  
 BW0284  ___________________________________________________________________
 BW0284  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0284  DYNAMIC HT  -         116.756 (meters)     383.06  (feet)  COMP
 BW0284  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 BW0284
 BW0284  VERT ORDER  -  FIRST     CLASS I
 BW0284
 BW0284.The horizontal coordinates were scaled from a topographic map and have
 BW0284.an estimated accuracy of +/- 6 seconds.
 BW0284
 BW0284.The orthometric height was determined by differential leveling
 BW0284.and adjusted in February 1994.
 BW0284
 BW0284.The geoid height was determined by GEOID03.
 BW0284
 BW0284.The dynamic height is computed by dividing the NAVD 88
 BW0284.geopotential number by the normal gravity value computed on the
 BW0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0284.degrees latitude (g = 980.6199 gals.).
 BW0284
 BW0284.The modeled gravity was interpolated from observed gravity values.
 BW0284
 BW0284;                    North         East    Units  Estimated Accuracy
 BW0284;SPC MS W     -   218,210.      689,630.      MT  (+/- 180 meters Scaled)
 BW0284
 BW0284                          SUPERSEDED SURVEY CONTROL
 BW0284
 BW0284  NAVD 88 (06/15/91)  116.919  (m)          383.59   (f) UNKNOWN     1 1
 BW0284  NGVD 29 (??/??/??)  116.913  (m)          383.57   (f) ADJUSTED    1 1
 BW0284
 BW0284.Superseded values are not recommended for survey control.
 BW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0284.See file dsdata.txt to determine how the superseded data were derived.
 BW0284
 BW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ429843(NAD 83)
 BW0284_MARKER: DB = BENCH MARK DISK
 BW0284_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0284_SP_SET: BRIDGE ABUTMENT
 BW0284_STAMPING: A 8 1934 383.661
 BW0284_MARK LOGO: CGS   
 BW0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0284+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BW0284
 BW0284  HISTORY     - Date     Condition        Report By
 BW0284  HISTORY     - 1934     MONUMENTED       CGS
 BW0284  HISTORY     - 1969     GOOD             NGS
 BW0284  HISTORY     - 19920625 GOOD             NGS
 BW0284
 BW0284                          STATION DESCRIPTION
 BW0284
 BW0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0284'2.2 MI N FROM BOGUE CHITTO.
 BW0284'ABOUT 2.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0284'WOODEN OVERPASS AT BOGUE CHITTO, 0.1 MILE NORTH OF MILEPOST 791, ABOUT
 BW0284'0.25 MILE NORTH OF A PRIVATE ROAD CROSSING, SET ON THE TOP OF THE WEST
 BW0284'END OF THE SOUTH CONCRETE ABUTMENT FOR A 70-FOOT CONCRETE BRIDGE WITH
 BW0284'4 PARTITIONS OVER GILLS CREEK, 0.4 MILE SOUTH OF A PRIVATE ROAD
 BW0284'CROSSING LEADING EAST TO AN OIL COMPANY BULK PLANT, 4.5 FEET WEST OF
 BW0284'THE WEST RAIL, 3.2 FEET EAST OF THE WEST END OF THE ABUTMENT AND 1/2
 BW0284'FOOT BELOW THE LEVEL OF THE TRACK.  1/4, SEC 19, T 6N, R 8E.
 BW0284
 BW0284                          STATION RECOVERY (1992)
 BW0284
 BW0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0284'11.8 KM (7.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0284'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0284'IN TOP OF AND 1.0 M (3.3 FT) EAST OF THE WEST END OF THE SOUTH
 BW0284'CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING GILLS CREEK, 100.0 M
 BW0284'(328.1 FT) NORTH OF MILEPOST 791, 1.2 M (3.9 FT) SOUTHWEST OF THE
 BW0284'NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0402 ***********************************************************************
 BH0402  DESIGNATION -  A 81
 BH0402  PID         -  BH0402
 BH0402  STATE/COUNTY-  MS/HARRISON
 BH0402  USGS QUAD   -  BILOXI (1992)
 BH0402
 BH0402                         *CURRENT SURVEY CONTROL
 BH0402  ___________________________________________________________________
 BH0402* NAD 83(1986)-  30 24 48.     (N)    088 53 32.     (W)     SCALED    
 BH0402* NAVD 88     -         4.432  (meters)      14.54   (feet)  ADJUSTED  
 BH0402  ___________________________________________________________________
 BH0402  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0402  DYNAMIC HT  -           4.426 (meters)      14.52  (feet)  COMP
 BH0402  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BH0402
 BH0402  VERT ORDER  -  FIRST     CLASS II
 BH0402
 BH0402.The horizontal coordinates were scaled from a topographic map and have
 BH0402.an estimated accuracy of +/- 6 seconds.
 BH0402
 BH0402.The orthometric height was determined by differential leveling
 BH0402.and adjusted in June 1991.
 BH0402
 BH0402.The geoid height was determined by GEOID03.
 BH0402
 BH0402.The dynamic height is computed by dividing the NAVD 88
 BH0402.geopotential number by the normal gravity value computed on the
 BH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0402.degrees latitude (g = 980.6199 gals.).
 BH0402
 BH0402.The modeled gravity was interpolated from observed gravity values.
 BH0402
 BH0402;                    North         East    Units  Estimated Accuracy
 BH0402;SPC MS E     -   101,240.      294,340.      MT  (+/- 180 meters Scaled)
 BH0402
 BH0402                          SUPERSEDED SURVEY CONTROL
 BH0402
 BH0402  NGVD 29 (??/??/??)    4.392  (m)           14.41   (f) ADJUSTED    1 2
 BH0402
 BH0402.Superseded values are not recommended for survey control.
 BH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0402.See file dsdata.txt to determine how the superseded data were derived.
 BH0402
 BH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU182661(NAD 83)
 BH0402_MARKER: DB = BENCH MARK DISK
 BH0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0402_SP_SET: SIDEWALK
 BH0402_STAMPING: A 81 1935
 BH0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0402+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 BH0402
 BH0402  HISTORY     - Date     Condition        Report By
 BH0402  HISTORY     - 1935     MONUMENTED       CGS
 BH0402  HISTORY     - 1968     GOOD             CGS
 BH0402  HISTORY     - 1971     GOOD             NGS
 BH0402  HISTORY     - 1976     GOOD             NGS
 BH0402  HISTORY     - 20030918 GOOD             USPSQD
 BH0402  HISTORY     - 20050722 GOOD             NGS
 BH0402
 BH0402                          STATION DESCRIPTION
 BH0402
 BH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0402'IN BILOXI.
 BH0402'AT BILOXI, ABOUT 1.0 MILE NORTH ALONG CAILLAVET STREET FROM THE
 BH0402'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT MOBILE, SET ON
 BH0402'THE TOP OF THE EAST CONCRETE SIDEWALK OF THE CONCRETE BRIDGE OVER BACK
 BH0402'BAY, 14 FEET NORTH OF THE SOUTH END OF THE BRIDGE, 3.6 FEET EAST OF
 BH0402'THE EAST BRIDGE CURB, 0.5 FOOT WEST OF THE EAST CONCRETE BANNISTER OF
 BH0402'THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 BH0402
 BH0402                          STATION RECOVERY (1971)
 BH0402
 BH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0402'RECOVERED IN GOOD CONDITION.
 BH0402
 BH0402                          STATION RECOVERY (1976)
 BH0402
 BH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0402'RECOVERED IN GOOD CONDITION.
 BH0402
 BH0402                          STATION RECOVERY (2003)
 BH0402
 BH0402'RECOVERY NOTE BY US POWER SQUADRON 2003
 BH0402'RECOVERED IN GOOD CONDITION.
 BH0402
 BH0402                          STATION RECOVERY (2005)
 BH0402
 BH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0402'N 30 24 49.5 BY W 088 53 31.8.
 BH0402' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0159 ***********************************************************************
 BW0159  DESIGNATION -  A 9
 BW0159  PID         -  BW0159
 BW0159  STATE/COUNTY-  MS/COPIAH
 BW0159  USGS QUAD   -  GALLMAN (1963)
 BW0159
 BW0159                         *CURRENT SURVEY CONTROL
 BW0159  ___________________________________________________________________
 BW0159* NAD 83(1986)-  31 52 59.     (N)    090 23 43.     (W)     SCALED    
 BW0159* NAVD 88     -       136.681  (meters)     448.43   (feet)  ADJUSTED  
 BW0159  ___________________________________________________________________
 BW0159  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW0159  DYNAMIC HT  -         136.518 (meters)     447.89  (feet)  COMP
 BW0159  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 BW0159
 BW0159  VERT ORDER  -  FIRST     CLASS I
 BW0159
 BW0159.The horizontal coordinates were scaled from a topographic map and have
 BW0159.an estimated accuracy of +/- 6 seconds.
 BW0159
 BW0159.The orthometric height was determined by differential leveling
 BW0159.and adjusted in February 1994.
 BW0159
 BW0159.The geoid height was determined by GEOID03.
 BW0159
 BW0159.The dynamic height is computed by dividing the NAVD 88
 BW0159.geopotential number by the normal gravity value computed on the
 BW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0159.degrees latitude (g = 980.6199 gals.).
 BW0159
 BW0159.The modeled gravity was interpolated from observed gravity values.
 BW0159
 BW0159;                    North         East    Units  Estimated Accuracy
 BW0159;SPC MS W     -   264,180.      694,140.      MT  (+/- 180 meters Scaled)
 BW0159
 BW0159                          SUPERSEDED SURVEY CONTROL
 BW0159
 BW0159  NAVD 88 (06/15/91)  136.674  (m)          448.40   (f) UNKNOWN     1 1
 BW0159  NGVD 29 (??/??/??)  136.675  (m)          448.41   (f) ADJUSTED    1 1
 BW0159
 BW0159.Superseded values are not recommended for survey control.
 BW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0159.See file dsdata.txt to determine how the superseded data were derived.
 BW0159
 BW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR463304(NAD 83)
 BW0159_MARKER: DB = BENCH MARK DISK
 BW0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0159_SP_SET: CONCRETE POST
 BW0159_STAMPING: A 9 1934 448.533
 BW0159_MARK LOGO: CGS   
 BW0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0159+STABILITY: SURFACE MOTION
 BW0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0159+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0159
 BW0159  HISTORY     - Date     Condition        Report By
 BW0159  HISTORY     - 1934     MONUMENTED       CGS
 BW0159  HISTORY     - 1969     GOOD             NGS
 BW0159  HISTORY     - 19920720 GOOD             NGS
 BW0159
 BW0159                          STATION DESCRIPTION
 BW0159
 BW0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0159'1.5 MI N FROM HAZLEHURST.
 BW0159'ABOUT 1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0159'STATION AT HAZLEHURST, AT A BLACK TOPPED ROAD CROSSING, 136.5 FEET
 BW0159'SOUTHEAST OF AND ACROSS THE TRACKS FROM MILEPOST 761, 55 FEET
 BW0159'NORTHEAST OF THE CENTER OF THE CROSSING OF THE ROAD AND THE EAST
 BW0159'TRACK, 48 FEET NORTH OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 30.5
 BW0159'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 4 1/2 FEET NORTH OF A
 BW0159'TELEPHONE POLE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 BW0159'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BW0159'GROUND.  1/4, SEC 34, T 1N, R 2W.
 BW0159
 BW0159                          STATION RECOVERY (1992)
 BW0159
 BW0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0159'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0159'HAZELHURST, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG THE ILLINOIS
 BW0159'CENTRAL RAILROAD, 41.6 M (136.5 FT) SOUTHEAST OF MILEPOST 761, 14.2 M
 BW0159'(46.6 FT) NORTHWEST OF THE CENTER OF A ROAD, 9.3 M (30.5 FT)
 BW0159'NORTHEAST OF THE NEAR RAIL, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3
 BW0159'M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS RECESSED
 BW0159'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0613 ***********************************************************************
 DK0613  DESIGNATION -  A USDA
 DK0613  PID         -  DK0613
 DK0613  STATE/COUNTY-  MS/BOLIVAR
 DK0613  USGS QUAD   -  SKENE (1967)
 DK0613
 DK0613                         *CURRENT SURVEY CONTROL
 DK0613  ___________________________________________________________________
 DK0613* NAD 83(1986)-  33 42 13.     (N)    090 47 20.     (W)     SCALED    
 DK0613* NAVD 88     -        39.967  (meters)     131.13   (feet)  ADJUSTED  
 DK0613  ___________________________________________________________________
 DK0613  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0613  DYNAMIC HT  -          39.926 (meters)     130.99  (feet)  COMP
 DK0613  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 DK0613
 DK0613  VERT ORDER  -  SECOND    CLASS 0
 DK0613
 DK0613.The horizontal coordinates were scaled from a topographic map and have
 DK0613.an estimated accuracy of +/- 6 seconds.
 DK0613
 DK0613.The orthometric height was determined by differential leveling
 DK0613.and adjusted in June 1991.
 DK0613
 DK0613.The geoid height was determined by GEOID03.
 DK0613
 DK0613.The dynamic height is computed by dividing the NAVD 88
 DK0613.geopotential number by the normal gravity value computed on the
 DK0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0613.degrees latitude (g = 980.6199 gals.).
 DK0613
 DK0613.The modeled gravity was interpolated from observed gravity values.
 DK0613
 DK0613;                    North         East    Units  Estimated Accuracy
 DK0613;SPC MS W     -   466,170.      657,770.      MT  (+/- 180 meters Scaled)
 DK0613
 DK0613                          SUPERSEDED SURVEY CONTROL
 DK0613
 DK0613  NGVD 29 (??/??/??)   40.084  (m)          131.51   (f) ADJUSTED    2 0
 DK0613
 DK0613.Superseded values are not recommended for survey control.
 DK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0613.See file dsdata.txt to determine how the superseded data were derived.
 DK0613
 DK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT049314(NAD 83)
 DK0613_MARKER: P = PIPE CAP
 DK0613_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0613_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0613
 DK0613  HISTORY     - Date     Condition        Report By
 DK0613  HISTORY     - UNK      MONUMENTED       USDA
 DK0613  HISTORY     - 1957     GOOD             CGS
 DK0613  HISTORY     - 1973     GOOD             MSHD
 DK0613
 DK0613                          STATION DESCRIPTION
 DK0613
 DK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0613'0.5 MI E FROM SKENE.
 DK0613'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 446 FROM THE SCHOOL AT SKENE,
 DK0613'61 FEET NORTH OF CENTER LINE OF HIGHWAY, 31 FEET NORTH OF A 20-INCH
 DK0613'SYCAMORE TREE, 19 1/2 FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF
 DK0613'DURWARD TAYLOR RESIDENCE, 30 FEET NORTHWEST OF TELEPHONE POLE NO. 105,
 DK0613'18 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF TWO STORY PORTION OF
 DK0613'HOUSE, 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND IS A U.S.D.A. PIPE AND CAP
 DK0613'PROJECTING 12 INCHES.
 DK0613
 DK0613                          STATION RECOVERY (1973)
 DK0613
 DK0613'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DK0613'THE MARK IS LOCATED 3.65 MILES WEST OF BOYLE IN THE YARD OF MR.
 DK0613'DURWARD TAYLORS RESIDENCE, 0.5 MILE EAST OF THE SCHOOL IN SKENE, 0.1
 DK0613'MILE EAST OF A COTTON GIN NEAR THE CENTER OF THE SOUTH SIDE OF
 DK0613'SECTION 35, T 22N, R 6W. IT IS 62 FEET NORTH OF THE CENTER OF HIGHWAY
 DK0613'446, 19.5 FEET WNW OF THE SW CORNER OF A TWO STORY FRAME HOUSE, 5
 DK0613'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 32
 DK0613'FEET NORTH OF A 22 INCH SYCAMORE, 81 FEET NE OF THE EAST POST OF A
 DK0613'LARGE SILVER BELL, 28.5 FEET NW OF A TELEPHONE POLE NO. 105, 8.5 FEET
 DK0613'ESE OF A 7 INCH OAK AND IS A U.S.D.A. CAP ON A 3 1/2 INCH IRON PIPE
 DK0613'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 12 INCHES.
 DK0613'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 446 AND U.S. HIGHWAY 61
 DK0613'AT THE EAST EDGE OF BOYLE GO WEST ON STATE HIGHWAY 446 FOR 0.45 MILE
 DK0613'TO THE RAILROAD CROSSING IN BOYLE. CONTINUE WEST ON STATE HIGHWAY 446
 DK0613'FOR 3.65 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0171 ***********************************************************************
 BW0171  DESIGNATION -  AA
 BW0171  PID         -  BW0171
 BW0171  STATE/COUNTY-  MS/COPIAH
 BW0171  USGS QUAD   -  GALLMAN (1963)
 BW0171
 BW0171                         *CURRENT SURVEY CONTROL
 BW0171  ___________________________________________________________________
 BW0171* NAD 83(1986)-  31 56 52.     (N)    090 22 47.     (W)     SCALED    
 BW0171* NAVD 88     -       149.667  (meters)     491.03   (feet)  ADJUSTED  
 BW0171  ___________________________________________________________________
 BW0171  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW0171  DYNAMIC HT  -         149.488 (meters)     490.45  (feet)  COMP
 BW0171  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BW0171
 BW0171  VERT ORDER  -  FIRST     CLASS I
 BW0171
 BW0171.The horizontal coordinates were scaled from a topographic map and have
 BW0171.an estimated accuracy of +/- 6 seconds.
 BW0171
 BW0171.The orthometric height was determined by differential leveling
 BW0171.and adjusted in June 1991.
 BW0171
 BW0171.The geoid height was determined by GEOID03.
 BW0171
 BW0171.The dynamic height is computed by dividing the NAVD 88
 BW0171.geopotential number by the normal gravity value computed on the
 BW0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0171.degrees latitude (g = 980.6199 gals.).
 BW0171
 BW0171.The modeled gravity was interpolated from observed gravity values.
 BW0171
 BW0171;                    North         East    Units  Estimated Accuracy
 BW0171;SPC MS W     -   271,360.      695,610.      MT  (+/- 180 meters Scaled)
 BW0171
 BW0171                          SUPERSEDED SURVEY CONTROL
 BW0171
 BW0171  NGVD 29 (??/??/??)  149.667  (m)          491.03   (f) ADJUSTED    1 1
 BW0171
 BW0171.Superseded values are not recommended for survey control.
 BW0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0171.See file dsdata.txt to determine how the superseded data were derived.
 BW0171
 BW0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR476376(NAD 83)
 BW0171_MARKER: N = NAIL
 BW0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0171_SP_SET: TREE
 BW0171_STAMPING: AA
 BW0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0171
 BW0171  HISTORY     - Date     Condition        Report By
 BW0171  HISTORY     - UNK      MONUMENTED       CGS
 BW0171  HISTORY     - 1969     GOOD             NGS
 BW0171
 BW0171                          STATION DESCRIPTION
 BW0171
 BW0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0171'2.95 MI S FROM CRYSTAL SPRINGS.
 BW0171'ABOUT 2.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0171'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, 154 FEET SOUTHEAST OF
 BW0171'THE CENTER OF A BLACK TOPPED ROAD CROSSING, 105 FEET EAST OF THE EAST
 BW0171'RAIL, 107 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST BLACK TOP
 BW0171'ROAD, 18 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD,
 BW0171'A C AND GS COPPER NAIL AND WASHER IN THE TOP OF THE EAST ROOT OF A
 BW0171'24-INCH OAK TREE WHICH IS THE MOST SOUTHERLY ONE OF 3 OAK TREES, ABOUT
 BW0171'LEVEL WITH THE ROAD AND 8 FEET ABOVE THE LEVEL OF THE TRACK. 1/4, SEC
 BW0171'11, T 1N, R 2W.  NOTE-- THE WASHER IS LOOSE AND SLOPING TO THE NORTH
 BW0171'AND THE ROOT SHOWS SIGNS OF ROTTING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0818 ***********************************************************************
 CO0818  DESIGNATION -  AA 103
 CO0818  PID         -  CO0818
 CO0818  STATE/COUNTY-  MS/JASPER
 CO0818  USGS QUAD   -  MONTROSE NORTH (1982)
 CO0818
 CO0818                         *CURRENT SURVEY CONTROL
 CO0818  ___________________________________________________________________
 CO0818* NAD 83(1986)-  32 09 35.     (N)    089 14 19.     (W)     SCALED    
 CO0818* NAVD 88     -       116.89   (+/-2cm)     383.5    (feet)  VERTCON   
 CO0818  ___________________________________________________________________
 CO0818  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CO0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0818
 CO0818.The horizontal coordinates were scaled from a topographic map and have
 CO0818.an estimated accuracy of +/- 6 seconds.
 CO0818
 CO0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0818.The vertical order pertains to the NGVD 29 superseded value.
 CO0818
 CO0818.The geoid height was determined by GEOID03.
 CO0818
 CO0818;                    North         East    Units  Estimated Accuracy
 CO0818;SPC MS E     -   294,930.      261,770.      MT  (+/- 180 meters Scaled)
 CO0818
 CO0818                          SUPERSEDED SURVEY CONTROL
 CO0818
 CO0818  NGVD 29 (??/??/92)  116.876  (m)          383.45   (f) ADJ UNCH    2 0
 CO0818
 CO0818.Superseded values are not recommended for survey control.
 CO0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0818.See file dsdata.txt to determine how the superseded data were derived.
 CO0818
 CO0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA888603(NAD 83)
 CO0818_MARKER: DB = BENCH MARK DISK
 CO0818_SETTING: 0 = UNSPECIFIED SETTING
 CO0818_STAMPING: AA 103 1935
 CO0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0818
 CO0818  HISTORY     - Date     Condition        Report By
 CO0818  HISTORY     - 1935     MONUMENTED       CGS
 CO0818  HISTORY     - 1966     GOOD             MSHD
 CO0818
 CO0818                          STATION DESCRIPTION
 CO0818
 CO0818'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0818'2.4 MI N FROM MONTROSE.
 CO0818'LOCATED 2.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 CO0818'THE STATION AT MONTROSE.  IT IS 95 FEET SOUTHWEST MILEPOST 149, 30
 CO0818'FEET WEST OF WEST RAIL AND 10 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1086 ***********************************************************************
 EG1086  DESIGNATION -  AA 31
 EG1086  PID         -  EG1086
 EG1086  STATE/COUNTY-  MS/YALOBUSHA
 EG1086  USGS QUAD   -  WATER VALLEY EAST (1983)
 EG1086
 EG1086                         *CURRENT SURVEY CONTROL
 EG1086  ___________________________________________________________________
 EG1086* NAD 83(1986)-  34 09 58.     (N)    089 37 28.     (W)     SCALED    
 EG1086* NAVD 88     -       100.222  (meters)     328.81   (feet)  ADJUSTED  
 EG1086  ___________________________________________________________________
 EG1086  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EG1086  DYNAMIC HT  -         100.123 (meters)     328.49  (feet)  COMP
 EG1086  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EG1086
 EG1086  VERT ORDER  -  SECOND    CLASS 0
 EG1086
 EG1086.The horizontal coordinates were scaled from a topographic map and have
 EG1086.an estimated accuracy of +/- 6 seconds.
 EG1086
 EG1086.The orthometric height was determined by differential leveling
 EG1086.and adjusted in June 1991.
 EG1086
 EG1086.The geoid height was determined by GEOID03.
 EG1086
 EG1086.The dynamic height is computed by dividing the NAVD 88
 EG1086.geopotential number by the normal gravity value computed on the
 EG1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1086.degrees latitude (g = 980.6199 gals.).
 EG1086
 EG1086.The modeled gravity was interpolated from observed gravity values.
 EG1086
 EG1086;                    North         East    Units  Estimated Accuracy
 EG1086;SPC MS W     -   517,600.      765,360.      MT  (+/- 180 meters Scaled)
 EG1086
 EG1086                          SUPERSEDED SURVEY CONTROL
 EG1086
 EG1086  NGVD 29 (??/??/92)  100.211  (m)          328.78   (f) ADJ UNCH    2 0
 EG1086
 EG1086.Superseded values are not recommended for survey control.
 EG1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1086.See file dsdata.txt to determine how the superseded data were derived.
 EG1086
 EG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC580836(NAD 83)
 EG1086_MARKER: DB = BENCH MARK DISK
 EG1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1086_SP_SET: FOUNDATION
 EG1086_STAMPING: AA-31 1934
 EG1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1086
 EG1086  HISTORY     - Date     Condition        Report By
 EG1086  HISTORY     - 1934     MONUMENTED       CGS
 EG1086  HISTORY     - 1980     MARK NOT FOUND   USGS
 EG1086  HISTORY     - 20000228 MARK NOT FOUND   NGS
 EG1086
 EG1086                          STATION DESCRIPTION
 EG1086
 EG1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1086'1.0 MI N FROM WATER VALLEY.
 EG1086'1.0 MILES NORTH OF WATER VALLEY POST OFFICE ALONG THE ILLINOIS CENTRAL
 EG1086'RAILROAD 11 POLES NORTH OF MILEPOST NO. C 588 (WOODEN TRESTLE BRIDGE
 EG1086'NO. 588-0).  AT SPUR TO TANK CAR DERAIL. (OLD GASOLINE BULK PLANT). 28
 EG1086'FEET SOUTHWEST OF END OF TRACK.  SET IN THE CENTER OF CONCRETE BASE
 EG1086'FOR PIPES TO TANK CAR.  260 FEET SOUTHWEST OF CATTLE GUARD 50 FEET
 EG1086'WEST OF THE CENTER LINE OF THE TRACK.
 EG1086
 EG1086                          STATION RECOVERY (1980)
 EG1086
 EG1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EG1086'MARK NOT FOUND.
 EG1086
 EG1086                          STATION RECOVERY (2000)
 EG1086
 EG1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1086'SITE LOCATED, BUT MARK NOT FOUND.  LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2326 ***********************************************************************
 BW2326  DESIGNATION -  AARON
 BW2326  PID         -  BW2326
 BW2326  STATE/COUNTY-  MS/AMITE
 BW2326  USGS QUAD   -  BUSY CORNER (1988)
 BW2326
 BW2326                         *CURRENT SURVEY CONTROL
 BW2326  ___________________________________________________________________
 BW2326* NAD 83(1993)-  31 17 22.44601(N)    090 48 52.47314(W)     ADJUSTED  
 BW2326* NAVD 88     -       135.11   (+/-2cm)     443.3    (feet)  VERTCON   
 BW2326  ___________________________________________________________________
 BW2326  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BW2326  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BW2326  HORZ ORDER  -  SECOND
 BW2326  VERT ORDER  -  THIRD ? (See Below)
 BW2326
 BW2326.The horizontal coordinates were established by classical geodetic methods
 BW2326.and adjusted by the National Geodetic Survey in May 1994.
 BW2326
 BW2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2326.The vertical order pertains to the NGVD 29 superseded value.
 BW2326
 BW2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2326
 BW2326.The geoid height was determined by GEOID03.
 BW2326
 BW2326;                    North         East     Units Scale Factor Converg.
 BW2326;SPC MS W     -   198,480.075   654,180.795   MT  0.99997589   -0 14 59.8
 BW2326;SPC MS W     -   651,180.05  2,146,258.16   sFT  0.99997589   -0 14 59.8
 BW2326;UTM  15      - 3,463,755.201   708,024.138   MT  1.00013379   +1 08 07.6
 BW2326
 BW2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2326!SPC MS W     -   0.99998294  x   0.99997589  =   0.99995883
 BW2326!UTM  15      -   0.99998294  x   1.00013379  =   1.00011673
 BW2326
 BW2326|---------------------------------------------------------------------|
 BW2326| PID    Reference Object                     Distance      Geod. Az  |
 BW2326|                                                           dddmmss.s |
 BW2326| CY3232 AARON RM 2                           27.252 METERS 04130     |
 BW2326| BW2296 ADAMS                               APPROX.11.5 KM 0794446.6 |
 BW2326| CY3230 AARON AZ MK                                        1290040.3 |
 BW2326| CY3233 AARON RM 3                           25.300 METERS 16310     |
 BW2326| CY3231 AARON RM 1                           17.640 METERS 27107     |
 BW2326|---------------------------------------------------------------------|
 BW2326
 BW2326                          SUPERSEDED SURVEY CONTROL
 BW2326
 BW2326  NAD 83(1986)-  31 17 22.46187(N)    090 48 52.46872(W) AD(       ) 2
 BW2326  NAD 27      -  31 17 21.83800(N)    090 48 52.08700(W) AD(       ) 2
 BW2326  NGVD 29 (07/19/86)  135.12   (m)          443.3    (f) LEVELING    3  
 BW2326
 BW2326.Superseded values are not recommended for survey control.
 BW2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2326.See file dsdata.txt to determine how the superseded data were derived.
 BW2326
 BW2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0802463755(NAD 83)
 BW2326_MARKER: DS = TRIANGULATION STATION DISK
 BW2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2326_STAMPING: AARON 1949
 BW2326_MARK LOGO: CGS   
 BW2326
 BW2326  HISTORY     - Date     Condition        Report By
 BW2326  HISTORY     - 1949     MONUMENTED       CGS
 BW2326  HISTORY     - 1955     GOOD             CGS
 BW2326  HISTORY     - 1959     GOOD             USGS
 BW2326  HISTORY     - 1970     GOOD             NGS
 BW2326
 BW2326                          STATION DESCRIPTION
 BW2326
 BW2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2326'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF LIBERTY, 96 FEET
 BW2326'NORTH OF A T-ROAD INTERSECTION, 29 FEET NORTHEAST OF THE
 BW2326'NORTHEAST CORNER OF A TOOL SHED, 28 FEET NORTHWEST OF THE
 BW2326'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 12 FEET NORTHWEST OF
 BW2326'A WITNESS POST AND A WIRE FENCE, AND ON LAND OWNED BY MR. THOMAS
 BW2326'AARON.
 BW2326'
 BW2326'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, GO EAST ON
 BW2326'STATE HIGHWAY 24 FOR 0.05 MILE TO A GRAVELED ROAD LEADING NORTH
 BW2326'AT A TEXACO SERVICE STATION, TURN LEFT, NORTH, AND GO ON THE
 BW2326'GRAVELED ROAD FOR 0.35 MILE TO A ROAD FORK, TAKE THE RIGHT FORK
 BW2326'AND FOLLOW THE MAIN GRAVELED ROAD FOR 5.1 MILES TO A SIDE ROAD
 BW2326'ON THE LEFT, TURN LEFT, NORTHWESTERLY, AND FOLLOWS THE MAIN
 BW2326'GRAVELED ROAD FOR 1.05 MILES TO A DIAGONAL CROSS ROAD, CONTINUE
 BW2326'STRAIGHT AHEAD ON THE MAIN GRAVELED ROAD FOR 3.95 MILES TO A
 BW2326'SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT, NORTHEASTERLY, AND
 BW2326'GO ON THE MAIN GRAVELED ROAD FOR 0.55 MILE TO A T-ROAD ON THE
 BW2326'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 BW2326'
 BW2326'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 BW2326'T-ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2326'
 BW2326'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED AARON
 BW2326'1949.
 BW2326'
 BW2326'REFERENCE MARK NO. 1 IS 1.5 FEET NORTH OF THE NORTHWEST CORNER
 BW2326'OF A TOOL SHED.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 BW2326'STAMPED AARON NO 1 1949.
 BW2326'
 BW2326'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF THE APPROXIMATE
 BW2326'CENTERLINE OF THE GRAVELED ROAD AND 4 FEET NORTHWEST OF A WIRE
 BW2326'FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BW2326'AARON NO 2 1949.
 BW2326'
 BW2326'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 14 FEET SOUTHWEST
 BW2326'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2 FEET NORTHWEST
 BW2326'OF A WITNESS POST AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE
 BW2326'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED AARON 1949.
 BW2326'
 BW2326'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH SQUARE
 BW2326'CONCRETE POSTS.
 BW2326'
 BW2326'90 FOOT TOWER NEEDED TO SEE 116 FEET AT TRIANGULATION STATION
 BW2326'RANDALL
 BW2326'
 BW2326'90 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATION
 BW2326'AMITE
 BW2326'
 BW2326'90 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BW2326'ADAMS
 BW2326'
 BW2326'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2326
 BW2326                          STATION RECOVERY (1955)
 BW2326
 BW2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2326'THE STATION WAS VISITED 6-9-55 AND ALL MARKS WERE FOUND IN
 BW2326'GOOD CONDITION.
 BW2326'
 BW2326'THE 1949 DESCRIPTION IS ADEQUATE.
 BW2326
 BW2326                          STATION RECOVERY (1959)
 BW2326
 BW2326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2326'STATION RECOVERED IN GOOD CONDITION.
 BW2326'
 BW2326'TO REACH GO ABOUT 9.1 MILES N AND 0.2 MILES W OF LIBERTY, T4N,
 BW2326'R4E ABOUT 0.2 MILES SW OF N 1/4 CORNER OF SECTION 28 AT T-ROADS
 BW2326'SE.  96 FEET NE ALONG ROAD FROM T-ROAD AND 26 NW AND NORMAL TO
 BW2326'ROAD.  13 FEET N AND 27 FEET E OF NE CORNER OF BUILDING IN A
 BW2326'CONCRETE POST A STANDARD DISK AARON 1949.
 BW2326'
 BW2326'REFERENCE MARK 2 WAS FOUND LYING IN A FIELD A FEW FEET AWAY FROM
 BW2326'THE STATION AARON 1949.
 BW2326
 BW2326                          STATION RECOVERY (1970)
 BW2326
 BW2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2326'THE STATION WAS VISITED 3/5/70 AND THE STATION MARK AND REFERENCE
 BW2326'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND
 BW2326'REFERENCE MARK NO. 2 WERE FOUND DESTROYED AND THE DISKS RECLAIMED.
 BW2326'A REFERENCE MARK NO. 3 WAS ESTABLISHED.  NO MEASUREMENT WAS
 BW2326'MADE BETWEEN THE REFERENCE MARKS DUE TO A SHED ON THE LINE.
 BW2326'A NEW DESCRIPTION FOLLOWS--
 BW2326'
 BW2326'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF LIBERTY, 10.5 MILES
 BW2326'WEST-SOUTHWEST OF SMITHDALE, IN THE NORTHWEST QUARTER OF SECTION
 BW2326'28, T4N, R4E ON THE PROPERTY OF MRS. TOM AARON JUST NORTH OF
 BW2326'THE EXTREME NORTHEAST CORNER OF HER FRONT YARD.  IT IS 103 FEET
 BW2326'NORTH OF THE CENTER OF A T-ROAD INTERSECTION, 26 FEET
 BW2326'WEST-NORTHWEST OF THE CENTER OF THE ROAD LEADING NORTHERLY, 81.5
 BW2326'FEET NORTHWEST OF POWERLINE POLE NUMBER 102, 29.5 FEET EAST OF
 BW2326'THE NORTHEAST CORNER OF A SHED, 74 FEET SOUTHEAST OF A 14 INCH
 BW2326'PECAN TREE, 37.5 FEET NORTHEAST OF A GUY POLE, 6 FEET NORTH
 BW2326'OF AN ANGLE FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.  IT
 BW2326'IS A C AND GS TRIANGULATION STATION DISK, STAMPED AARON 1949,
 BW2326'PROJECTING 6 INCHES.
 BW2326'
 BW2326'REFERENCE MARK NO. 1 IS 57.87 FEET WEST OF THE STATION.  IT IS
 BW2326'1.5 FEET NORTH OF THE NORTHWEST CORNER OF THE SHED, 45 FEET
 BW2326'NORTHEAST OF THE EAST ONE OF TWO 36 INCH OAK TREES, 32 FEET
 BW2326'SOUTHEAST OF A 14 INCH PECAN TREE, 73 FEET WEST-NORTHWEST OF
 BW2326'THE CENTER OF THE ROAD LEADING NORTH, 57 FEET NORTH OF THE CENTER
 BW2326'OF THE NORTH PART OF A CIRCLE DRIVEWAY AND SET IN FENCED OFF
 BW2326'AREA AROUND THE SHED.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2326'STAMPED AARON NO 1 1949, PROJECTING 6 INCHES.
 BW2326'
 BW2326'REFERENCE MARK NO. 3 IS 83.01 FEET SOUTH OF THE STATION.  IT
 BW2326'IS 27 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD LEADING
 BW2326'NORTH, 36 FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD LEADING
 BW2326'WEST, 20 FEET NORTH-NORTHEAST OF A SOUTH GATE POST WHICH IS
 BW2326'ALSO A FENCE CORNER POST, ABOUT 5 FEET SOUTH OF THE PROJECTED
 BW2326'PLANE OF THE NORTH WALL OF THE AARON HOME, 3 FEET EAST OF
 BW2326'POWERLINE POLE NUMBER 102, 2 FEET WEST OF A FENCE AND 1 FOOT
 BW2326'SOUTH OF A WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BW2326'DISK, STAMPED AARON 1949 NO 3 1970, PROJECTING 2 INCHES.
 BW2326'
 BW2326'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, GO EAST ON
 BW2326'STATE HIGHWAY 24 FOR 1/2 BLOCK TO HOLMES STREET.  TURN LEFT AND
 BW2326'GO NORTH ON HOLMES AND FOLLOW THE MAIN PAVED ROAD, THENCE
 BW2326'GRAVEL ROAD, NORTHERLY FOR 8.8 MILES TO A CROSSROAD.  TURN LEFT
 BW2326'AND GO WEST ON A GRAVEL ROAD FOR 3.8 MILES TO A T-INTERSECTION
 BW2326'AND THE STATION.
 BW2326'
 BW2326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTH
 BW2326'OF LIBERTY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2755 ***********************************************************************
 BH2755  DESIGNATION -  AARON
 BH2755  PID         -  BH2755
 BH2755  STATE/COUNTY-  MS/HANCOCK
 BH2755  USGS QUAD   -  NICHOLSON (1993)
 BH2755
 BH2755                         *CURRENT SURVEY CONTROL
 BH2755  ___________________________________________________________________
 BH2755* NAD 83(1993)-  30 25 52.93952(N)    089 38 50.92469(W)     ADJUSTED  
 BH2755* NAVD 88     -        13.097  (meters)      42.97   (feet)  ADJUSTED  
 BH2755  ___________________________________________________________________
 BH2755  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BH2755  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BH2755  DYNAMIC HT  -          13.080 (meters)      42.91  (feet)  COMP
 BH2755  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BH2755
 BH2755  HORZ ORDER  -  FIRST
 BH2755  VERT ORDER  -  FIRST     CLASS II
 BH2755
 BH2755.The horizontal coordinates were established by classical geodetic methods
 BH2755.and adjusted by the National Geodetic Survey in May 1994.
 BH2755
 BH2755.The orthometric height was determined by differential leveling
 BH2755.and adjusted in February 1994.
 BH2755
 BH2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2755
 BH2755.The geoid height was determined by GEOID03.
 BH2755
 BH2755.The dynamic height is computed by dividing the NAVD 88
 BH2755.geopotential number by the normal gravity value computed on the
 BH2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2755.degrees latitude (g = 980.6199 gals.).
 BH2755
 BH2755.The modeled gravity was interpolated from observed gravity values.
 BH2755
 BH2755;                    North         East     Units Scale Factor Converg.
 BH2755;SPC MS E     -   103,520.638   221,790.688   MT  1.00002543   -0 24 44.6
 BH2755;SPC MS E     -   339,633.96    727,658.28   sFT  1.00002543   -0 24 44.6
 BH2755;SPC LA S     -   215,274.805 1,161,940.389   MT  0.99995387   +0 50 34.6
 BH2755;SPC LA S     -   706,280.76  3,812,132.76   sFT  0.99995387   +0 50 34.6
 BH2755;UTM  16      - 3,369,563.346   245,723.958   MT  1.00039771   -1 20 30.1
 BH2755
 BH2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2755!SPC MS E     -   1.00000223  x   1.00002543  =   1.00002766
 BH2755!SPC LA S     -   1.00000223  x   0.99995387  =   0.99995610
 BH2755!UTM  16      -   1.00000223  x   1.00039771  =   1.00039994
 BH2755
 BH2755|---------------------------------------------------------------------|
 BH2755| PID    Reference Object                     Distance      Geod. Az  |
 BH2755|                                                           dddmmss.s |
 BH2755| BH3246 AARON RM 1                           44.233 METERS 07222     |
 BH2755| BH3245 AARON RM 2                           50.445 METERS 18842     |
 BH2755| BH2761 AARON AZ MK RESET                   APPROX. 0.6 KM 3071800.3 |
 BH2755| BH2947 PICAYUNE GOODYEAR PLANT 1 TANK      APPROX.13.0 KM 3362936.6 |
 BH2755|---------------------------------------------------------------------|
 BH2755
 BH2755                          SUPERSEDED SURVEY CONTROL
 BH2755
 BH2755  NAD 83(1993)-  30 25 52.95177(N)    089 38 50.92042(W) AD(       ) 1
 BH2755  NAD 83(1986)-  30 25 52.95289(N)    089 38 50.92055(W) AD(       ) 1
 BH2755  NAD 27      -  30 25 52.25599(N)    089 38 50.70400(W) AD(       ) 1
 BH2755  NGVD 29 (07/19/86)   13.27   (m)           43.5    (f) LEVELING    3  
 BH2755
 BH2755.Superseded values are not recommended for survey control.
 BH2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2755.See file dsdata.txt to determine how the superseded data were derived.
 BH2755
 BH2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4572469563(NAD 83)
 BH2755_MARKER: DS = TRIANGULATION STATION DISK
 BH2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2755_SP_SET: CONCRETE POST
 BH2755_STAMPING: AARON 1935
 BH2755_MARK LOGO: CGS   
 BH2755_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2755+STABILITY: SURFACE MOTION
 BH2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2755+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH2755
 BH2755  HISTORY     - Date     Condition        Report By
 BH2755  HISTORY     - 1935     MONUMENTED       CGS
 BH2755  HISTORY     - 1935     GOOD             CGS
 BH2755  HISTORY     - 1943     GOOD             CGS
 BH2755  HISTORY     - 1959     GOOD             CGS
 BH2755  HISTORY     - 1965     GOOD             CGS
 BH2755  HISTORY     - 1965     GOOD             CGS
 BH2755  HISTORY     - 1972     GOOD             MSHD
 BH2755  HISTORY     - 1980     GOOD             MSSU
 BH2755  HISTORY     - 19930312 GOOD             NGS
 BH2755
 BH2755                          STATION DESCRIPTION
 BH2755
 BH2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2755'STATION IS ON THE PUBLIC SCHOOL PROPERTY AT AARON ACADEMY ABOUT 0.1
 BH2755'MILE N OF TIGERVILLE AT THE INTERSECTION OF U.S.  HIGHWAY 11 WITH
 BH2755'U.S. HIGHWAY 90, ABOUT 5-1/2 MILES AIR LINE, N OF GAINESVILLE, AND
 BH2755'ABOUT 2 MILES, AIR LINE, E OF PEARL RIVER.
 BH2755'
 BH2755'STATION IS ABOUT 185 FEET WNW OF NW CORNER OF SCHOOL IN THE NW CORNER
 BH2755'OF SCHOOLYARD, 50 FEET E OF CENTER LINE OF GRAVEL ROAD, 71
 BH2755'FEET WNW OF NE GOAL POST OF BASKETBALL COURT, AND PROJECTS 5 INCHES
 BH2755'ABOVE THE GROUND.
 BH2755'
 BH2755'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2755'SET IN CONCRETE.
 BH2755'
 BH2755'REFERENCE MARK NO. 1 IS ENE OF STATION, ABOUT 160 FEET NNW OF NW
 BH2755'CORNER OF SCHOOL, ABOUT 36 FEET WNW OF NARROW DIRT ROAD, 21.32
 BH2755'FEET SE OF 6-INCH LONE PINE IN SCHOOLYARD, AND PROJECTS 4 INCHES
 BH2755'ABOVE THE GROUND.
 BH2755'
 BH2755'REFERENCE MARK NO. 2 IS SSW OF STATION, 24 FEET W OF CENTER LINE OF
 BH2755'GRAVEL ROAD, ABOUT 150 FEET SW OF SW GOAL POST OF BASKETBALL
 BH2755'COURT, AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BH2755'
 BH2755'AZIMUTH MARK IS NW OF STATION, 49.5 FEET E OF CENTER LINE OF U.S.
 BH2755'HIGHWAY 11, ABOUT 6 FEET E OF EDGE OF CULTIVATED FIELD, ABOUT 5
 BH2755'FEET SE OF 20-INCH DEAD SNAG, AND PROJECTS 5 INCHES ABOVE THE GROUND.
 BH2755'
 BH2755'TO REACH STATION FROM PICAYUNE, GO S FROM TRAFFIC LIGHT ON U.S.
 BH2755'HIGHWAY 11 FOR 7.65 MILES TO GRAVEL ROAD SHARP TO THE LEFT AT
 BH2755'JUNCTION OF HIGHWAYS 11 AND 90, TURN SHARP LEFT ON GRAVEL ROAD FOR
 BH2755'0.1 MILE TO SCHOOLHOUSE AND STATION ON LEFT.
 BH2755'
 BH2755'103-FOOT TOWER REQUIRED.
 BH2755'
 BH2755'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BH2755
 BH2755                          STATION RECOVERY (1935)
 BH2755
 BH2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BH2755'RECOVERED IN GOOD CONDITION.
 BH2755
 BH2755                          STATION RECOVERY (1943)
 BH2755
 BH2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2755'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 WITH THE EXCEPTION OF
 BH2755'MEASUREMENTS OF THE STATION AND MARKS.  ALL MARKS WERE FOUND IN
 BH2755'GOOD CONDITION.  THE 1935 DESCRIPTION TO REACH THE STATION IS
 BH2755'CORRECT.
 BH2755'
 BH2755'THE STATION IS LOCATED ON THE SCHOOL PROPERTY OF THE AARON ACADEMY,
 BH2755'351 FEET WSW OF THE SW CORNER OF THE ONLY SCHOOL BUILDING, NEAR
 BH2755'THE NW CORNER OF THE SCHOOL PROPERTY, 47 FEET E OF THE CENTER LINE OF
 BH2755'A GRAVELED ROAD, 6.5 FEET N OF A STANDARD REFERENCE POST.  THE
 BH2755'DISK IS STAMPED AARON 1935.
 BH2755'
 BH2755'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 216 FEET WSW OF THE SW
 BH2755'CORNER OF THE ONLY SCHOOL BUILDING, 48 FEET WNW OF A NARROW DIRT
 BH2755'ROAD.  THE DISK IS STAMPED AARON NO. 1 1935.
 BH2755'
 BH2755'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 163.5 FEET SW OF THE SW
 BH2755'GOAL POST OF A BASKETBALL COURT, 24 FEET W OF THE CENTER LINE OF A
 BH2755'GRAVELED ROAD.  THE DISK IS STAMPED AARON NO. 2 1935.
 BH2755'
 BH2755'THE AZIMUTH MARK IS 0.3 MILE NW OF THE STATION AND NOT 0.5 MILE, 48
 BH2755'FEET E OF THE CENTER LINE OF U.S. HIGHWAY 11, ON THE WESTERN EDGE
 BH2755'OF GRASSLAND, 3.1 FEET W OF A STANDARD REFERENCE POST.  THE DISK IS
 BH2755'STAMPED AARON 1935.
 BH2755'
 BH2755'THE 1935 DIRECTION ON THE AZIMUTH MARK DID NOT CHECK WITH THE 1943
 BH2755'DIRECTION AND A CLOSE CHECK WAS MADE AT THE TIME STATION WAS
 BH2755'OBSERVED.
 BH2755'
 BH2755'OBSERVATIONS WERE MADE FROM A 103-FOOT STEEL TOWER.
 BH2755
 BH2755                          STATION RECOVERY (1959)
 BH2755
 BH2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2755'THE STATION WAS VISITED 3-16-59 AND ALL THE MARKS WERE FOUND IN GOOD
 BH2755'CONDITION.  THE 1943 DESCRIPTION WAS FOUND TO BE CORRECT WITH A
 BH2755'FEW CHANGES, REFERENCE MARK NO. 2 IS EAST AND NOT WEST OF THE ROAD
 BH2755'AND THE AZIMUTH MARK IS 0.3 MILE NOT 0.5 MILE NORTHWEST OF THE
 BH2755'STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2755'
 BH2755'THE STATION IS LOCATED 7.5 MILES SOUTH OF PICAYUNE, 5.5 MILES,
 BH2755'AIRLINE, NORTH OF GAINESVILLE, AT THE VILLAGE OF SANTA ROSA, 0.1
 BH2755'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY
 BH2755'11, ON PROPERTY OWNED BY THE AARON ACADEMY.  (SCHOOL HOUSE IS
 BH2755'NOW VACANT.) IT IS 351 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 BH2755'OF THE SCHOOL BUILDING (CONCRETE BLOCK BUILDING), 49 FEET EAST OF
 BH2755'THE CENTER OF A BLACK TOP ROAD, 45 FEET NORTHEAST OF THE NORTHWEST
 BH2755'CORNER OF A BALL PARK, 166 FEET SOUTH OF THE CENTER OF THE
 BH2755'DRIVEWAY LEADING EAST TO THE SCHOOL BUILDING AND 1 FOOT EAST OF A
 BH2755'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED AARON 1935,
 BH2755'PROJECTING 6 INCHES.
 BH2755'
 BH2755'REFERENCE MARK NO. 1 IS 145.17 FEET EAST-NORTHEAST OF THE STATION,
 BH2755'216 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 BH2755'BUILDING, 115 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE SCHOOL,
 BH2755'106 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BH2755'SCHOOL BUILDING, AND IN THE PINE TIMBER.  IT IS A STANDARD DISK,
 BH2755'STAMPED AARON NO 1 1935, PROJECTING 6 INCHES.
 BH2755'
 BH2755'REFERENCE MARK NO. 2 IS 165.63 FEET SOUTH-SOUTHWEST OF THE STATION,
 BH2755'26 FEET EAST OF THE CENTER OF THE BLACK TOP ROAD, 95 FEET NORTH OF
 BH2755'THE CENTER OF THE SOUTH DRIVEWAY LEADING NORTHEAST TO THE SCHOOL,
 BH2755'17.5 FEET NORTH OF AN 18-INCH OAK TREE, AND 14 FEET SOUTH OF AN
 BH2755'18-INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED AARON NO 2 1935,
 BH2755'PROJECTING 6 INCHES.
 BH2755'
 BH2755'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 49 FEET EAST
 BH2755'OF THE CENTER LINE OF U.S. HIGHWAY 11, MIDWAY BETWEEN TWO
 BH2755'POWER POLES AND ABOUT 50 YARDS NORTH OF A FENCE CORNER.  IT IS 1 FOOT
 BH2755'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED AARON
 BH2755'AZI 1935, PROJECTING 8 INCHES. THIS MARK IS NOT
 BH2755'VISIBLE FROM THE STATION.
 BH2755'
 BH2755'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE GO SOUTH ON
 BH2755'U.S. HIGHWAY 11 FOR 7.0 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BH2755'CONTINUE SOUTH FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY 43,
 BH2755'TURN SHARP LEFT ON BLACK TOP ROAD AND GO NORTHEAST FOR 0.1 MILE TO
 BH2755'THE MARK AND THE SCHOOL ON THE RIGHT.
 BH2755
 BH2755                          STATION RECOVERY (1965)
 BH2755
 BH2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 BH2755'STATION IS 0.12 MILES NORTH ALONG BLACKTOP ROAD FROM STATE ROUTE 43,
 BH2755'48.80 FEET EAST OF CENTERLINE OF BLACKTOP ROAD, 1.30 FEET
 BH2755'SOUTHEAST OF WITNESS POST.
 BH2755'
 BH2755'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE POST
 BH2755'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  STATION IS
 BH2755'STAMPED AARON 1935.
 BH2755'
 BH2755'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN PICAYUNE, FOLLOW
 BH2755'U.S. HWY. 11 SOUTH FOR 4.19 MILES TO THE INTERCHANGE WITH INTERSTATE
 BH2755'59, U.S. HWY. 11 AND STATE ROUTE 43, THENCE SOUTH ALONG STATE ROUTE
 BH2755'43 FOR 3.56 MILES TO BLACKTOP ROAD LEADING NORTH 0.12 MILES TO
 BH2755'STATION SET ON EAST SIDE OF ROAD.
 BH2755'
 BH2755'REFERENCE MARK NO. 1 IS ENE OF STATION 145.20, 216.70 FEET WEST OF
 BH2755'THE SOUTHWEST CORNER OF A DEMOLISHED SCHOOL BUILDING. STATION
 BH2755'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 BH2755'
 BH2755'REFERENCE NO. 2 IS SOUTH SOUTHWEST OF STATION 165.63, 25.73 FEET EAST
 BH2755'OF CENTERLINE OF BLACKTOP ROAD, 58.5 FEET NORTHWEST OF ADIM
 BH2755'ROAD TO OLD SCHOOL SIGH, 111.63 FEET NORTH OF NORTHWEST CORNER OF
 BH2755'FENCE ALONG EAST SIDE OF BLACKTOP ROAD, AND IS 3 INCHES ABOVE THE
 BH2755'SURFACE OF THE GROUND.
 BH2755'
 BH2755'REFERENCE NO 2 - 165.63
 BH2755'REFERENCE NO 1 - 145.20
 BH2755'
 BH2755'AZIMUTH MARK IS NORTHWEST OF STATION, 49.5 FEET EAST OF CENTERLINE OF
 BH2755'STATE ROUTE 43 (FORMALLY U.S. HWY. 11), 3 FEET WEST OF A STANDARD
 BH2755'REFERENCE POST.  STATION IS ABOUT 0.3 MILES NORTHWEST OF STATION.
 BH2755
 BH2755                          STATION RECOVERY (1965)
 BH2755
 BH2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BH2755'THE STATION WAS VISITED AND THE STATION, REFERENCE MARKS AND AZIMUTH
 BH2755'MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT
 BH2755'THIS DATE DUE TO ROAD CONSTRUCTION.  IT WAS MOVED TOWARD AND IN LINE
 BH2755'WITH THE STATION.  THE SCHOOL MENTIONED IN THE ORIGINAL
 BH2755'DESCRIPTION HAS BEEN TORN DOWN AND ONLY THE FOUNDATION REMAINS.  A
 BH2755'NEW DESCRIPTION FOLLOWS-
 BH2755'
 BH2755'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF PICAYUNE, 5.5 MILES
 BH2755'AIRLINE, NORTH OF GAINESVILLE, AT WHAT WAS FORMERLY KNOWN
 BH2755'AT ST. ROSA, 0.1 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 43
 BH2755'AND OLD U.S. HIGHWAY 11, AT THE SITE OF THE AARON ACADEMY, ON
 BH2755'PROPERTY LEASED BY THE U.S. GOVERNMENT IT IS 49 FEET EAST OF THE
 BH2755'CENTER OF A BLACK TOP ROAD, 18 FEET NORTH OF THE NORTH EDGE OF THE
 BH2755'CLEARING, 4.5 FEET WEST OF A 10-INCH PINE TREE, 11 FEET
 BH2755'SOUTH-SOUTHEAST OF A 12-INCH PINE TREE, AND 1 FOOT
 BH2755'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 BH2755'STAMPED AARON 1935, PROJECTING 6 INCHES.
 BH2755'
 BH2755'REFERENCE MARK NO. 1 IS 145.21 FEET EAST-NORTHEAST OF THE STATION,
 BH2755'195 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 29 FEET NORTH OF
 BH2755'THE NORTH EDGE OF THE CLEARING, AND 12 FEET WEST OF AN 18-INCH PINE
 BH2755'TREE.  IT IS A STANDARD DISK, STAMPED AARON NO 1 1935, PROJECTING 2
 BH2755'INCHES.
 BH2755'
 BH2755'REFERENCE MARK NO. 2 IS 165.64 FEET SOUTH-SOUTHWEST OF THE STATION,
 BH2755'28 FEET EAST OF THE CENTER OF THE ROAD, 17 FEET NORTH OF A
 BH2755'2-FOOT OAK TREE AND 13 FEET SOUTH OF A 2-FOOT PINE TREE.  IT IS A
 BH2755'STANDARD DISK, STAMPED AARON NO 2 1935, PROJECTING 2 INCHES AND 1
 BH2755'FOOT EAST OF A METAL WITNESS POST.
 BH2755'
 BH2755'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, ON THE EAST
 BH2755'SIDE OF STATE HIGHWAY 43 AND ABOUT MIDWAY BETWEEN TWO POWER POLES.
 BH2755'IT IS 64 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 43, 73 FEET
 BH2755'NORTH-NORTHWEST OF FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS
 BH2755'POST.  IT IS A STANDARD DISK STAMPED AARON 1935 RESET 1965,
 BH2755'PROJECTING 6 INCHES.
 BH2755'
 BH2755'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO SOUTH ON
 BH2755'U.S. HIGHWAY 11 AND STATE HIGHWAY 43 FOR 7.0 MILES TO THE AZIMUTH
 BH2755'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.4 MILE TO A FIVE CORNERS, TURN
 BH2755'SHARPE LEFT AND GO NORTHEAST FOR 0.1 MILE TO THE STATION ON THE
 BH2755'RIGHT.
 BH2755
 BH2755                          STATION RECOVERY (1972)
 BH2755
 BH2755'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2755'THE STATION IS LOCATED 4.2 MILES SOUTHEAST OF NICHOLSON, 7 MILES
 BH2755'SOUTH-SOUTHEAST OF PICAYUNE AT WHAT WAS FORMERLY KNOWN AS
 BH2755'SANTA ROSA ON THE SITE OF THE AARON ACADEMY ON PROPERTY LEASED
 BH2755'BY THE GOVERNMENT IN THE SOUTHWEST 1/4 OF SECTION 18,
 BH2755'T 7S R 16W.  IT IS 48 FEET EAST OF THE CENTER OF A 12 INCH
 BH2755'BLAZED PINE, 4 FEET WEST-SOUTHWEST OF A 9 INCH BLAZED PINE
 BH2755'AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 BH2755'
 BH2755'IT IS A TRIANGULATION DISK, STAMPED AARON 1935 PROJECTING
 BH2755'4 INCHES.
 BH2755'
 BH2755'REFERENCE MARK NO 1 IS 145.21 FEET EAST-NORTHEAST OF THE
 BH2755'STATION.  IT IS 54 FEET WEST-NORTHWEST OF THE CENTER OF AN
 BH2755'OPENING USED AS A ROAD, 12 FEET WEST OF A 15 INCH BLAZED PINE,
 BH2755'21.5 FEET NORTH-NORTHWEST OF ANOTHER 15 INCH BLAZED PINE AND
 BH2755'1.5 FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE
 BH2755'MARK DISK, STAMPED AARON NO 1 1935 PROJECTING 4 INCHES.
 BH2755'
 BH2755'REFERENCE MARK NO 2 IS 165.64 FEET SOUTH-SOUTHWEST OF THE
 BH2755'STATION.  IT IS 26 FEET EAST OF THE CENTER OF A BLACK TOP ROAD,
 BH2755'45 FEET NORTH OF THE CENTER OF A TRACK ROAD, 17 FEET NORTH
 BH2755'OF A 36 INCH OAK AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 BH2755'POST.  IT IS A REFERENCE MARK DISK, STAMPED AARON NO 2 1935
 BH2755'PROJECTING 2 INCHES.
 BH2755'
 BH2755'THE AZIMUTH MARK IS 0.5 MILES NORTHWEST OF THE STATION.  IT IS
 BH2755'64 FEET NORTHEAST OF THE CENTER OF HIGHWAY 607, 98 FEET
 BH2755'NORTHWEST OF A FENCE CORNER, 13.5 FEET WEST-SOUTHWEST OF A
 BH2755'12 INCH PINE, 55.5 FEET NORTHWEST OF A ROW MARKER AND 1.5 FEET
 BH2755'EAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 BH2755'STAMPED AARON 1936 RESET 1965 PROJECTS 2 INCHES.
 BH2755'
 BH2755'TO REACH THE STATION FROM THE BRIDGE OVER I-59 AT NICHOLSON
 BH2755'GO SOUTHEAST ON STATE HIGHWAY 607 FOR 3.3 MILES TO THE
 BH2755'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 603
 BH2755'FOR 0.5 MILES TO A CROSSROAD.  TURN SHARP LEFT TAKING THE
 BH2755'BLACK TOP ROAD LEADING NORTH FOR 0.15 MILES TO THE STATION
 BH2755'ON THE RIGHT.
 BH2755'
 BH2755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2755'4.2 MILES SOUTHEAST OF NICHOLSON.
 BH2755
 BH2755                          STATION RECOVERY (1980)
 BH2755
 BH2755'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2755'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 BH2755'GOOD CONDITION.
 BH2755
 BH2755                          STATION RECOVERY (1993)
 BH2755
 BH2755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH2755'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH2755'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 6.0 KM
 BH2755'(3.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, THENCE 0.3 KM (0.20
 BH2755'MI) NORTHERLY ALONG A PAVED ROAD, 59.0 M (193.6 FT) SOUTH OF THE
 BH2755'CENTER OF A TRACK ROAD LEADING EAST, 50.2 M (164.7 FT) SOUTH OF
 BH2755'REFERENCE MARK 2, 14.4 M (47.2 FT) EAST OF AND LEVEL WITH THE ROAD
 BH2755'CENTER, 1.3 M (4.3 FT) WEST-SOUTHWEST OF A 14-INCH PINE TREE, 0.4 M
 BH2755'(1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 BH2755'M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2761 ***********************************************************************
 BH2761  DESIGNATION -  AARON AZ MK RESET
 BH2761  PID         -  BH2761
 BH2761  STATE/COUNTY-  MS/HANCOCK
 BH2761  USGS QUAD   -  NICHOLSON (1993)
 BH2761
 BH2761                         *CURRENT SURVEY CONTROL
 BH2761  ___________________________________________________________________
 BH2761* NAD 83(1993)-  30 26 03.94901(N)    089 39 07.60313(W)     ADJUSTED  
 BH2761* NAVD 88     -        10.812  (meters)      35.47   (feet)  ADJUSTED  
 BH2761  ___________________________________________________________________
 BH2761  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 BH2761  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BH2761  DYNAMIC HT  -          10.798 (meters)      35.43  (feet)  COMP
 BH2761  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BH2761
 BH2761  HORZ ORDER  -  SECOND
 BH2761  VERT ORDER  -  FIRST     CLASS II
 BH2761
 BH2761.The horizontal coordinates were established by classical geodetic methods
 BH2761.and adjusted by the National Geodetic Survey in May 1994.
 BH2761
 BH2761.The orthometric height was determined by differential leveling
 BH2761.and adjusted in February 1994.
 BH2761
 BH2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2761
 BH2761.The geoid height was determined by GEOID03.
 BH2761
 BH2761.The dynamic height is computed by dividing the NAVD 88
 BH2761.geopotential number by the normal gravity value computed on the
 BH2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2761.degrees latitude (g = 980.6199 gals.).
 BH2761
 BH2761.The modeled gravity was interpolated from observed gravity values.
 BH2761
 BH2761;                    North         East     Units Scale Factor Converg.
 BH2761;SPC MS E     -   103,862.881   221,348.077   MT  1.00002629   -0 24 53.2
 BH2761;SPC MS E     -   340,756.80    726,206.15   sFT  1.00002629   -0 24 53.2
 BH2761;SPC LA S     -   215,607.245 1,161,490.418   MT  0.99995428   +0 50 26.3
 BH2761;SPC LA S     -   707,371.44  3,810,656.48   sFT  0.99995428   +0 50 26.3
 BH2761;UTM  16      - 3,369,912.853   245,286.793   MT  1.00040046   -1 20 39.0
 BH2761
 BH2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2761!SPC MS E     -   1.00000259  x   1.00002629  =   1.00002888
 BH2761!SPC LA S     -   1.00000259  x   0.99995428  =   0.99995687
 BH2761!UTM  16      -   1.00000259  x   1.00040046  =   1.00040305
 BH2761
 BH2761                          SUPERSEDED SURVEY CONTROL
 BH2761
 BH2761  NAD 83(1993)-  30 26 03.96130(N)    089 39 07.59884(W) AD(       ) 2
 BH2761  NAD 83(1986)-  30 26 03.96237(N)    089 39 07.59901(W) AD(       ) 2
 BH2761  NAD 27      -  30 26 03.26622(N)    089 39 07.38157(W) AD(       ) 2
 BH2761  NGVD 29 (07/19/86)   10.90   (m)           35.8    (f) LEVELING    3  
 BH2761
 BH2761.Superseded values are not recommended for survey control.
 BH2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2761.See file dsdata.txt to determine how the superseded data were derived.
 BH2761
 BH2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4528769913(NAD 83)
 BH2761_MARKER: DZ = AZIMUTH MARK DISK
 BH2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2761_SP_SET: CONCRETE POST
 BH2761_STAMPING: AARON 1935 RESET 1965
 BH2761_MARK LOGO: CGS   
 BH2761_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2761+STABILITY: SURFACE MOTION
 BH2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2761+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH2761
 BH2761  HISTORY     - Date     Condition        Report By
 BH2761  HISTORY     - 1965     MONUMENTED       LADH
 BH2761  HISTORY     - 1965     GOOD             CGS
 BH2761  HISTORY     - 1980     GOOD             MSSU
 BH2761  HISTORY     - 19930312 GOOD             NGS
 BH2761  HISTORY     - 20050817 GOOD             NGS
 BH2761
 BH2761                          STATION DESCRIPTION
 BH2761
 BH2761'DESCRIBED BY LA DEPT OF HIGHWAYS 1965
 BH2761'SEE STATION AARON
 BH2761
 BH2761                          STATION RECOVERY (1965)
 BH2761
 BH2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 BH2761'RECOVERED IN GOOD CONDITION.
 BH2761
 BH2761                          STATION RECOVERY (1980)
 BH2761
 BH2761'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2761'RECOVERED IN GOOD CONDITION.
 BH2761
 BH2761                          STATION RECOVERY (1993)
 BH2761
 BH2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH2761'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH2761'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 5.3 KM
 BH2761'(3.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, 252.0 M (826.8 FT)
 BH2761'NORTHWEST OF THE NORTHWEST END OF A CULVERT HEADWALL, 19.4 M (63.6
 BH2761'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) NORTHEAST OF
 BH2761'A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 BH2761'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BH2761
 BH2761                          STATION RECOVERY (2005)
 BH2761
 BH2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH2761'N302603.6 W0893907.0  37.5 M NW ALONG ROW LINE FROM BELL SOUTH BURIED
 BH2761'CABLE ORANGE POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3246 ***********************************************************************
 BH3246  DESIGNATION -  AARON RM 1
 BH3246  PID         -  BH3246
 BH3246  STATE/COUNTY-  MS/HANCOCK
 BH3246  USGS QUAD   -  NICHOLSON (1993)
 BH3246
 BH3246                         *CURRENT SURVEY CONTROL
 BH3246  ___________________________________________________________________
 BH3246* NAD 83(1986)-  30 25 53.     (N)    089 38 50.     (W)     SCALED    
 BH3246* NAVD 88     -        13.395  (meters)      43.95   (feet)  ADJUSTED  
 BH3246  ___________________________________________________________________
 BH3246  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BH3246  DYNAMIC HT  -          13.378 (meters)      43.89  (feet)  COMP
 BH3246  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BH3246
 BH3246  VERT ORDER  -  FIRST     CLASS II
 BH3246
 BH3246.The horizontal coordinates were scaled from a topographic map and have
 BH3246.an estimated accuracy of +/- 6 seconds.
 BH3246
 BH3246.The orthometric height was determined by differential leveling
 BH3246.and adjusted in February 1994.
 BH3246
 BH3246.The geoid height was determined by GEOID03.
 BH3246
 BH3246.The dynamic height is computed by dividing the NAVD 88
 BH3246.geopotential number by the normal gravity value computed on the
 BH3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3246.degrees latitude (g = 980.6199 gals.).
 BH3246
 BH3246.The modeled gravity was interpolated from observed gravity values.
 BH3246
 BH3246;                    North         East    Units  Estimated Accuracy
 BH3246;SPC MS E     -   103,520.      221,820.      MT  (+/- 180 meters Scaled)
 BH3246
 BH3246                          SUPERSEDED SURVEY CONTROL
 BH3246
 BH3246.No superseded survey control is available for this station.
 BH3246
 BH3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU457695(NAD 83)
 BH3246_MARKER: DR = REFERENCE MARK DISK
 BH3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3246_SP_SET: CONCRETE POST
 BH3246_STAMPING: AARON NO 1 1935
 BH3246_MARK LOGO: CGS   
 BH3246_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3246+STABILITY: SURFACE MOTION
 BH3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3246+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH3246
 BH3246  HISTORY     - Date     Condition        Report By
 BH3246  HISTORY     - 1935     MONUMENTED       CGS
 BH3246  HISTORY     - 19930312 GOOD             NGS
 BH3246
 BH3246                          STATION DESCRIPTION
 BH3246
 BH3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3246'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH3246'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 6.0 KM
 BH3246'(3.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, THENCE 0.3 KM (0.20
 BH3246'MI) NORTHERLY ALONG A PAVED ROAD, 59.5 M (195.2 FT) EAST OF AND LEVEL
 BH3246'WITH THE ROAD CENTER, 44.3 M (145.3 FT) EAST-NORTHEAST OF
 BH3246'TRIANGULATION STATION AARON, 18.6 M (61.0 FT) NORTHWEST OF THE CENTER
 BH3246'OF A TRACK ROAD, 2.4 M (7.9 FT) EAST OF A 12-INCH PINE TREE, 0.3 M
 BH3246'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 BH3246'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN
 BH3246'HIT AND THE NORTHWEST SIDE IS MISSING, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3245 ***********************************************************************
 BH3245  DESIGNATION -  AARON RM 2
 BH3245  PID         -  BH3245
 BH3245  STATE/COUNTY-  MS/HANCOCK
 BH3245  USGS QUAD   -  NICHOLSON (1993)
 BH3245
 BH3245                         *CURRENT SURVEY CONTROL
 BH3245  ___________________________________________________________________
 BH3245* NAD 83(1986)-  30 25 48.     (N)    089 38 51.     (W)     SCALED    
 BH3245* NAVD 88     -        13.209  (meters)      43.34   (feet)  ADJUSTED  
 BH3245  ___________________________________________________________________
 BH3245  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BH3245  DYNAMIC HT  -          13.192 (meters)      43.28  (feet)  COMP
 BH3245  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BH3245
 BH3245  VERT ORDER  -  FIRST     CLASS II
 BH3245
 BH3245.The horizontal coordinates were scaled from a topographic map and have
 BH3245.an estimated accuracy of +/- 6 seconds.
 BH3245
 BH3245.The orthometric height was determined by differential leveling
 BH3245.and adjusted in February 1994.
 BH3245
 BH3245.The geoid height was determined by GEOID03.
 BH3245
 BH3245.The dynamic height is computed by dividing the NAVD 88
 BH3245.geopotential number by the normal gravity value computed on the
 BH3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3245.degrees latitude (g = 980.6199 gals.).
 BH3245
 BH3245.The modeled gravity was interpolated from observed gravity values.
 BH3245
 BH3245;                    North         East    Units  Estimated Accuracy
 BH3245;SPC MS E     -   103,370.      221,790.      MT  (+/- 180 meters Scaled)
 BH3245
 BH3245                          SUPERSEDED SURVEY CONTROL
 BH3245
 BH3245.No superseded survey control is available for this station.
 BH3245
 BH3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU457694(NAD 83)
 BH3245_MARKER: DR = REFERENCE MARK DISK
 BH3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3245_SP_SET: CONCRETE POST
 BH3245_STAMPING: AARON NO 2 1935
 BH3245_MARK LOGO: CGS   
 BH3245_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3245+STABILITY: SURFACE MOTION
 BH3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3245+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH3245
 BH3245  HISTORY     - Date     Condition        Report By
 BH3245  HISTORY     - 1935     MONUMENTED       CGS
 BH3245  HISTORY     - 19930312 GOOD             NGS
 BH3245
 BH3245                          STATION DESCRIPTION
 BH3245
 BH3245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3245'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH3245'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 6.0 KM
 BH3245'(3.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, THENCE 0.3 KM (0.20
 BH3245'MI) NORTHERLY ALONG A PAVED ROAD, 50.2 M (164.7 FT) SOUTH OF
 BH3245'TRIANGULATION STATION AARON, 8.8 M (28.9 FT) NORTH OF THE CENTER OF A
 BH3245'TRACK ROAD, 8.0 M (26.2 FT) EAST OF THE ROAD CENTER, 5.2 M (17.1 FT)
 BH3245'NORTH OF A 38-INCH LIVE OAK TREE, 0.4 M (1.3 FT) NORTHEAST OF A
 BH3245'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 BH3245'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0414 ***********************************************************************
 BV0414  CBN         -  This is a Cooperative Base Network Control Station.
 BV0414  DESIGNATION -  ABANDON
 BV0414  PID         -  BV0414
 BV0414  STATE/COUNTY-  MS/WAYNE
 BV0414  USGS QUAD   -  WAYNESBORO (1982)
 BV0414
 BV0414                         *CURRENT SURVEY CONTROL
 BV0414  ___________________________________________________________________
 BV0414* NAD 83(2007)-  31 44 14.71005(N)    088 38 41.95336(W)     ADJUSTED  
 BV0414* NAVD 88     -       102.549  (meters)     336.45   (feet)  ADJUSTED  
 BV0414  ___________________________________________________________________
 BV0414  EPOCH DATE  -        2002.00
 BV0414  X           -     128,392.537 (meters)                     COMP
 BV0414  Y           -  -5,427,976.858 (meters)                     COMP
 BV0414  Z           -   3,335,744.105 (meters)                     COMP
 BV0414  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BV0414  ELLIP HEIGHT-          75.673 (meters)          (02/10/07) ADJUSTED
 BV0414  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0414  DYNAMIC HT  -         102.428 (meters)     336.05  (feet)  COMP
 BV0414
 BV0414  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV0414  Type    PID    Designation                      North   East  Ellip
 BV0414  -------------------------------------------------------------------
 BV0414  NETWORK BV0414 ABANDON                           1.86   1.82   8.43
 BV0414  -------------------------------------------------------------------
 BV0414  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 BV0414
 BV0414  VERT ORDER  -  SECOND    CLASS 0
 BV0414
 BV0414.The horizontal coordinates were established by GPS observations
 BV0414.and adjusted by the National Geodetic Survey in February 2007.
 BV0414
 BV0414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV0414.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV0414.The horizontal coordinates are valid at the epoch date displayed above.
 BV0414.The epoch date for horizontal control is a decimal equivalence
 BV0414.of Year/Month/Day.
 BV0414
 BV0414.The orthometric height was determined by differential leveling
 BV0414.and adjusted in June 1991.
 BV0414
 BV0414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV0414
 BV0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0414
 BV0414.The ellipsoidal height was determined by GPS observations
 BV0414.and is referenced to NAD 83.
 BV0414
 BV0414.The geoid height was determined by GEOID03.
 BV0414
 BV0414.The dynamic height is computed by dividing the NAVD 88
 BV0414.geopotential number by the normal gravity value computed on the
 BV0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0414.degrees latitude (g = 980.6199 gals.).
 BV0414
 BV0414.The modeled gravity was interpolated from observed gravity values.
 BV0414
 BV0414;                    North         East     Units Scale Factor Converg.
 BV0414;SPC MS E     -   248,050.070   317,847.088   MT  0.99995393   +0 05 56.7
 BV0414;SPC MS E     -   813,810.94  1,042,803.32   sFT  0.99995393   +0 05 56.7
 BV0414;UTM  16      - 3,512,508.122   344,171.371   MT  0.99989949   -0 51 55.7
 BV0414
 BV0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0414!SPC MS E     -   0.99998812  x   0.99995393  =   0.99994205
 BV0414!UTM  16      -   0.99998812  x   0.99989949  =   0.99988761
 BV0414
 BV0414|---------------------------------------------------------------------|
 BV0414| PID    Reference Object                     Distance      Geod. Az  |
 BV0414|                                                           dddmmss.s |
 BV0414| BV0415 ABANDON RM 1                          8.125 METERS 04454     |
 BV0414| BV0417 ABANDON AZ MK                                      0585253.0 |
 BV0414| BV1559 ABANDON AZ MK RESET                 182.328 METERS 08056     |
 BV0414| BV1555 WAYNE LOOKOUT TOWER                 APPROX.11.8 KM 1881912.8 |
 BV0414| BV0416 ABANDON RM 2                          7.816 METERS 31916     |
 BV0414|---------------------------------------------------------------------|
 BV0414
 BV0414                          SUPERSEDED SURVEY CONTROL
 BV0414
 BV0414  ELLIP H (04/15/02)   75.695  (m)                       GP(       ) 4 2
 BV0414  NAD 83(1993)-  31 44 14.70983(N)    088 38 41.95316(W) AD(       ) B
 BV0414  ELLIP H (02/15/02)   75.681  (m)                       GP(       ) 4 1
 BV0414  NAD 83(1993)-  31 44 14.70938(N)    088 38 41.95565(W) AD(       ) 3
 BV0414  NAD 83(1993)-  31 44 14.71762(N)    088 38 41.95560(W) AD(       ) 3
 BV0414  NAD 83(1986)-  31 44 14.72370(N)    088 38 41.95690(W) AD(       ) 3
 BV0414  NAD 27      -  31 44 14.14900(N)    088 38 41.81600(W) AD(       ) 3
 BV0414  NAVD 88 (02/15/02)  102.55   (m)          336.4    (f) LEVELING    3  
 BV0414  NGVD 29 (??/??/??)  102.57   (m)          336.5    (f) RESET       3  
 BV0414
 BV0414.Superseded values are not recommended for survey control.
 BV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0414.See file dsdata.txt to determine how the superseded data were derived.
 BV0414
 BV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4417112508(NAD 83)
 BV0414_MARKER: DS = TRIANGULATION STATION DISK
 BV0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0414_SP_SET: CONCRETE POST
 BV0414_STAMPING: ABANDON 1956
 BV0414_MARK LOGO: CGS   
 BV0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0414+STABILITY: SURFACE MOTION
 BV0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0414+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 BV0414
 BV0414  HISTORY     - Date     Condition        Report By
 BV0414  HISTORY     - 1956     MONUMENTED       CGS
 BV0414  HISTORY     - 1961     GOOD             MSHD
 BV0414  HISTORY     - 1961     GOOD             MSHD
 BV0414  HISTORY     - 1964     GOOD             MSHD
 BV0414  HISTORY     - 1964     GOOD             NGS
 BV0414  HISTORY     - 1980     GOOD             NGS
 BV0414  HISTORY     - 19910619 GOOD             MSHD
 BV0414  HISTORY     - 20000501 GOOD             NGS
 BV0414
 BV0414                          STATION DESCRIPTION
 BV0414
 BV0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV0414'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF SHUBUTA, 4
 BV0414'1/2 MILES NORTH OF WAYNESBORO, NEAR THE HIGHEST POINT OF A SPARSELY
 BV0414'WOODED HILL ON PROPERTY OWNED BY MR. RUSH CHAPMAN. THE STATION
 BV0414'IS ABOUT 100 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 BV0414'99 FEET NORTH OF THE NORTHWEST CORNER OF AN ABANDONED FRAME
 BV0414'HOUSE, 69 FEET WEST OF THE CENTER OF A DRIVEWAY TO THE HOUSE AND
 BV0414'4 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 BV0414'DISK IS STAMPED ABANDON 1956.
 BV0414'
 BV0414'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 (FARM
 BV0414'STREET) AND U.S. HIGHWAY 84 (CAR STREET) IN WAYNESBORO, GO NORTH
 BV0414'ON HIGHWAY 45 FOR 4.5 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND
 BV0414'GO EASTERLY ON DIRT ROAD FOR 0.35 MILE TO A FORK. TAKE LEFT FORK,
 BV0414'UPHILL AND GO NORTHERLY FOR 0.15 MILE TO THE TOP OF THE HILL AND
 BV0414'A DRIVEWAY ON THE RIGHT. TURN SHARP RIGHT AND GO SOUTH ON
 BV0414'DRIVEWAY FOR ABOUT 150 FEET, THEN TURN RIGHT AND GO WEST FOR
 BV0414'ABOUT 70 FEET TO THE STATION.
 BV0414'
 BV0414'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DRIVEWAY
 BV0414'TO THE DIRT ROAD, TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 0.3
 BV0414'MILE TO A CURVE TO THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 BV0414'
 BV0414'REFERENCE MARK 1 IS 65 FEET WEST OF THE CENTER OF THE DRIVEWAY AND
 BV0414'27 FEET SOUTH OF THE EDGE OF A BANK. THE MARK IS FLUSH AND THE DISK
 BV0414'IS STAMPED ABANDON NO 1 1956.
 BV0414'
 BV0414'REFERENCE MARK 2 IS 120 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BV0414'HOUSE AND 28 FEET NORTHWEST OF THE WITNESS POST. THE MARK IS FLUSH
 BV0414'AND THE DISK IS STAMPED ABANDON NO 2 1956.
 BV0414'
 BV0414'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF THE DIRT ROAD
 BV0414'(MEASURED FROM THE NEAREST POINT OF CURVE), 30 FEET WEST OF A POWER
 BV0414'LINE POLE, 3 FEET WEST OF A WHITE WITNESS POST. THE MARK IS SET IN
 BV0414'A FENCE LINE, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 BV0414'ABANDON 1956.
 BV0414
 BV0414                          STATION RECOVERY (1961)
 BV0414
 BV0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV0414'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RACOVERED AS
 BV0414'DESCRIBED AND FOUND IN GOOD CONDITION. THE ORIGINAL DESCRIPTION
 BV0414'IS CORRECT AND ADEQUATE.
 BV0414'
 BV0414'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 BV0414
 BV0414                          STATION RECOVERY (1961)
 BV0414
 BV0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0414'4.5 MI N FROM WAYNESBORO.
 BV0414'THE MARK IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF SHUBUTA, 4 1/2
 BV0414'MILES NORTH OF WAYNESBORO, NEAR THE HIGHEST POINT OF A SPARSELY WOODED
 BV0414'HILL AND ON PROPERTY OWNED BY MR. RUSH CHAPMAN.  TO REACH THE MARK
 BV0414'FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84 IN WAYNESBORO GO
 BV0414'NORTH ON U.S. 45 FOR 4.5 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN
 BV0414'RIGHT, EAST, FOR 0.35 MILE TO A FORK, TAKE LEFT FORK, UPHILL, 0.15
 BV0414'MILE TO THE TOP OF THE HILL AND A DRIVEWAY ON THE RIGHT, TURN SHARP
 BV0414'RIGHT, SOUTH, APPROXIMATELY 150 FEET TO THE MARK ON THE RIGHT.  THE
 BV0414'MARK IS A STANDARD USC AND GS BRONZE TRIANGULATION STATION DISK
 BV0414'STAMPED ABANDON 1956, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 BV0414'POST FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET NORTH OF THE
 BV0414'NORTHWEST CORNER OF AN ABANDONED FRAME HOUSE, 69 FEET WEST OF THE
 BV0414'CENTER OF THE DRIVEWAY AND 4 FEET NORTH OF A METAL WITNESS SIGNPOST.
 BV0414
 BV0414                          STATION RECOVERY (1964)
 BV0414
 BV0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV0414'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV0414'
 BV0414'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 10-INCH
 BV0414'SQUARE, CONCRETE POSTS.
 BV0414'
 BV0414'THE 1956 DESCRIPTION IS ADEQUATE.
 BV0414
 BV0414                          STATION RECOVERY (1964)
 BV0414
 BV0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0414'RECOVERED IN GOOD CONDITION.
 BV0414
 BV0414                          STATION RECOVERY (1980)
 BV0414
 BV0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GLN)
 BV0414'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 BV0414'VISIBLE FROM THE STATION DUE TO LARGE TREES.  A NEW AZIMUTH MARK WAS
 BV0414'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BV0414'
 BV0414'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF SHUBUTA, 4.5
 BV0414'MILES NORTH OF WAYNESBORO ON PROPERTY OWNED AND OCCUPIED BY MR. GEORGE
 BV0414'ANDERSON.
 BV0414'
 BV0414'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84 IN WAYNESBORO
 BV0414'GO NORTH ON HIGHWAY 45 FOR 4.5 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 BV0414'RIGHT AND GO EASTERLY ON A DIRT ROAD FOR 0.35 MILE TO A FORK, TAKE THE
 BV0414'LEFT FORK, UPHILL, AND GO NORTHERLY FOR 0.15 MILE TO TOP OF HILL AND
 BV0414'DRIVEWAY ON RIGHT, TURN SHARP RIGHT AND GO SOUTHWEST FOR ABOUT 150
 BV0414'FEET TO HOUSE AND STATION.
 BV0414'
 BV0414'STATION MARK IS A STANDARD DISK, STAMPED---ABANDON 1956---SET IN
 BV0414'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 106.5
 BV0414'FEET SOUTHWEST OF A POWER POLE, 100 FEET SOUTH OF THE CENTER OF DIRT
 BV0414'ROAD, 60 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE, 38
 BV0414'FEET NORTHEAST OF THE NORTHWEST CORNER OF YARD FENCE, 25 FEET
 BV0414'NORTHWEST OF THE NORTHEAST CORNER OF YARD FENCE AND 1.5 FEET
 BV0414'NORTHEAST OF A 3-INCH PINE TREE.
 BV0414'
 BV0414'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---ABANDON NO 1
 BV0414'1956---SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 BV0414'GROUND.  IT IS 81 FEET SOUTHWEST OF POWER POLE, 76 FEET
 BV0414'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE, 32.5 FEET
 BV0414'NORTH-NORTHWEST OF NORTHEAST CORNER OF YARD FENCE AND 27 FEET SOUTH
 BV0414'OF EDGE OF BANK.
 BV0414'
 BV0414'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---ABANDON NO 2
 BV0414'1956---SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 BV0414'GROUND.  IT IS 84 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF HOUSE,
 BV0414'50 FEET NORTHWEST OF NORTHEAST CORNER OF YARD FENCE, 41.5 FEET NORTH
 BV0414'OF THE NORTHWEST CORNER OF YARD FENCE AND 9.5 FEET NORTH OF A 5-INCH
 BV0414'PINE TREE.
 BV0414'
 BV0414'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ABANDON 1956 1980---SET
 BV0414'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 22
 BV0414'FEET SOUTH-SOUTHEAST OF THE CENTER OF DIRT ROAD, 5 FEET
 BV0414'SOUTH-SOUTHEAST OF THE EDGE OF A 4 FOOT CUT-BANK, 2 FEET WEST OF A
 BV0414'5-INCH PINE TREE AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 BV0414'AND SIGN.
 BV0414'
 BV0414'TO REACH AZIMUTH MARK FROM THE DRIVEWAY LEADING TO THE STATION, GO
 BV0414'EASTERLY ON DIRT ROAD FOR 0.05 MILE TO MARK ON THE RIGHT.
 BV0414
 BV0414                          STATION RECOVERY (1991)
 BV0414
 BV0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0414'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF
 BV0414'SHUBUTA, 4.5 MI (7.2 KM) NORTH OF WAYNESBORO, IN THE YARD AND ON THE
 BV0414'PROPERTY OF MR GEORGE ANDERSON AND IS IN SECTION 24, T 9N, R 7W.
 BV0414'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON AZALEA
 BV0414'STREET (U.S. HIGHWAY 84) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 BV0414'U.S. HIGHWAY 45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR
 BV0414'4.5 MI (7.2 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON A
 BV0414'GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO A FORK, TAKE THE LEFT FORK,
 BV0414'UPHILL, AND CONTINUE EASTERLY ON A GRAVEL ROAD FOR 0.15 MI (0.24 KM)
 BV0414'TO TOP OF THE HILL AND A DRIVEWAY ON THE RIGHT, TURN SHARP RIGHT AND
 BV0414'GO SOUTHWEST ON A GRAVEL DRIVEWAY FOR ABOUT 150 FT (45.7 M) TO THE
 BV0414'HOUSE AND THE STATION.
 BV0414'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0414'FLUSH WITH THE GROUND, 106.5 FT (32.5 M) SOUTHWEST OF A POWER POLE,
 BV0414'100 FT (30.5 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 60 FT (18.3 M)
 BV0414'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 38 FT
 BV0414'(11.6 M) NORTHEAST OF THE NORTHWEST CORNER OF THE YARD FENCE AND 25
 BV0414'FT (7.6 M) NORTHWEST OF THE NORTHEAST CORNER OF THE YARD FENCE.
 BV0414
 BV0414                          STATION RECOVERY (2000)
 BV0414
 BV0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0414'RECOVERED AS DESCRIBED.  THE SIDE ROAD RIGHT OFF OF US 45 IN NOW
 BV0414'MARKED JIMMY RAMEY ROAD.  AN ORANGE WITNESS POST WAS PLANTED 1 FT (0.3
 BV0414'M) NORTH OF THE MARK.  RM 1 AND RM 2 WERE ALSO RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0417 ***********************************************************************
 BV0417  DESIGNATION -  ABANDON AZ MK
 BV0417  PID         -  BV0417
 BV0417  STATE/COUNTY-  MS/WAYNE
 BV0417  USGS QUAD   -  WAYNESBORO (1982)
 BV0417
 BV0417                         *CURRENT SURVEY CONTROL
 BV0417  ___________________________________________________________________
 BV0417* NAD 83(1986)-  31 44 21.     (N)    088 38 24.     (W)     SCALED    
 BV0417* NAVD 88     -       104.031  (meters)     341.31   (feet)  ADJUSTED  
 BV0417  ___________________________________________________________________
 BV0417  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV0417  DYNAMIC HT  -         103.907 (meters)     340.90  (feet)  COMP
 BV0417  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 BV0417
 BV0417  VERT ORDER  -  SECOND    CLASS 0
 BV0417
 BV0417.The horizontal coordinates were scaled from a topographic map and have
 BV0417.an estimated accuracy of +/- 6 seconds.
 BV0417
 BV0417.The orthometric height was determined by differential leveling
 BV0417.and adjusted in June 1991.
 BV0417
 BV0417.The geoid height was determined by GEOID03.
 BV0417
 BV0417.The dynamic height is computed by dividing the NAVD 88
 BV0417.geopotential number by the normal gravity value computed on the
 BV0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0417.degrees latitude (g = 980.6199 gals.).
 BV0417
 BV0417.The modeled gravity was interpolated from observed gravity values.
 BV0417
 BV0417;                    North         East    Units  Estimated Accuracy
 BV0417;SPC MS E     -   248,250.      318,320.      MT  (+/- 180 meters Scaled)
 BV0417
 BV0417                          SUPERSEDED SURVEY CONTROL
 BV0417
 BV0417  NGVD 29 (??/??/??)  104.05   (m)          341.4    (f) RESET       3  
 BV0417
 BV0417.Superseded values are not recommended for survey control.
 BV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0417.See file dsdata.txt to determine how the superseded data were derived.
 BV0417
 BV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA446126(NAD 83)
 BV0417_MARKER: DZ = AZIMUTH MARK DISK
 BV0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0417_SP_SET: CONCRETE POST
 BV0417_STAMPING: ABANDON 1956
 BV0417_MARK LOGO: CGS   
 BV0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0417+STABILITY: SURFACE MOTION
 BV0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0417+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1991
 BV0417
 BV0417  HISTORY     - Date     Condition        Report By
 BV0417  HISTORY     - 1956     MONUMENTED       CGS
 BV0417  HISTORY     - 1961     GOOD             MSHD
 BV0417  HISTORY     - 1964     GOOD             NGS
 BV0417  HISTORY     - 19910619 GOOD             MSHD
 BV0417
 BV0417                          STATION DESCRIPTION
 BV0417
 BV0417'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0417'4.5 MI N FROM WAYNESBORO.
 BV0417'THE MARK IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF SHUBUTA, 4 1/2
 BV0417'MILES NORTH OF WAYNESBORO.  TO REACH THE MARK FROM THE INTERSECTION OF
 BV0417'U.S. HIGHWAYS 45 AND 84 IN WAYNESBORO GO NORTH ON U.S. 45 FOR 4.5
 BV0417'MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT, EAST, FOR 0.35 MILE TO
 BV0417'A FORK, TAKE LEFT FORK, UPHILL, 0.15 MILE TO TRIANGULATION STATION
 BV0417'ABANDON ON THE RIGHT, CONTINUE ON GRADED ROAD NORTHERLY 0.3 MILE TO A
 BV0417'POINT WHERE THE ROAD CURVES RIGHT AND THE MARK ON THE LEFT.  THE MARK
 BV0417'IS A STANDARD USC AND GS AZIMUTH MARK DISK STAMPED ABANDON 1956, SET
 BV0417'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES. IT
 BV0417'IS 41 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 30 FEET WEST OF A
 BV0417'POWERLINE POLE AND 3 FEET WEST OF A METAL WITNESS SIGNPOST.  THE MARK
 BV0417'IS SET IN A NORTH-SOUTH FENCE LINE.
 BV0417
 BV0417                          STATION RECOVERY (1964)
 BV0417
 BV0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0417'RECOVERED IN GOOD CONDITION.
 BV0417
 BV0417                          STATION RECOVERY (1991)
 BV0417
 BV0417'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0417'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF SHUBUTA, IN
 BV0417'THE NORTHWEST ANGLE OF THE JUNCTION OF A GRAVEL ROAD AND AN ABANDONED
 BV0417'ROAD, 4.5 MI (7.2 KM) NORTH OF WAYNESBORO AND IS IN SECTION 24, T 9N,
 BV0417'R 7W.
 BV0417'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON AZALEA
 BV0417'STREET (U.S. HIGHWAY 84) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 BV0417'U.S. HIGHWAY 45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR
 BV0417'4.7 MI (7.6 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON A
 BV0417'GRAVEL ROAD FOR 0.3 MI (0.5 KM) TO A FORK, TAKE THE LEFT FORK,
 BV0417'UPHILL, AND GO EAST ON A GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO THE
 BV0417'MARK ON THE LEFT.
 BV0417'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0417'ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE GROUND, 52.0 FT (15.8 M)
 BV0417'EAST OF THE CENTER OF THE ABANDON ROAD, 41.0 FT (12.5 M) NORTH OF THE
 BV0417'CENTER OF A GRAVEL ROAD, 30.5 FT (9.3 M) NORTHWEST OF A POWER POLE
 BV0417'WITH GUY WIRES AND 3.5 FT (1.1 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1559 ***********************************************************************
 BV1559  DESIGNATION -  ABANDON AZ MK RESET
 BV1559  PID         -  BV1559
 BV1559  STATE/COUNTY-  MS/WAYNE
 BV1559  USGS QUAD   -  WAYNESBORO (1982)
 BV1559
 BV1559                         *CURRENT SURVEY CONTROL
 BV1559  ___________________________________________________________________
 BV1559* NAD 83(1993)-  31 44 15.64280(N)    088 38 35.11564(W)     NO CHECK  
 BV1559* NAVD 88     -       100.4    (meters)     329.     (feet)  VERTCON   
 BV1559  ___________________________________________________________________
 BV1559  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BV1559  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV1559  HORZ ORDER  -  THIRD
 BV1559
 BV1559.The horizontal coordinates were established by classical geodetic methods
 BV1559.and adjusted by the National Geodetic Survey in May 1994.
 BV1559.No horizontal observational check was made to the station.
 BV1559
 BV1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1559
 BV1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1559
 BV1559.The geoid height was determined by GEOID03.
 BV1559
 BV1559;                    North         East     Units Scale Factor Converg.
 BV1559;SPC MS E     -   248,079.111   318,027.016   MT  0.99995401   +0 06 00.3
 BV1559;SPC MS E     -   813,906.22  1,043,393.63   sFT  0.99995401   +0 06 00.3
 BV1559;UTM  16      - 3,512,534.128   344,351.752   MT  0.99989879   -0 51 52.2
 BV1559
 BV1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1559!SPC MS E     -   0.99998845  x   0.99995401  =   0.99994246
 BV1559!UTM  16      -   0.99998845  x   0.99989879  =   0.99988725
 BV1559
 BV1559                          SUPERSEDED SURVEY CONTROL
 BV1559
 BV1559  NAD 83(1993)-  31 44 15.65105(N)    088 38 35.11559(W) AD(       ) 3
 BV1559  NAD 83(1986)-  31 44 15.65712(N)    088 38 35.11689(W) AD(       ) 3
 BV1559  NAD 27      -  31 44 15.08240(N)    088 38 34.97616(W) AD(       ) 3
 BV1559  NGVD 29 (07/19/86)  100.4    (m)          329.     (f) VERT ANG    3  
 BV1559
 BV1559.Superseded values are not recommended for survey control.
 BV1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1559.See file dsdata.txt to determine how the superseded data were derived.
 BV1559
 BV1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4435212534(NAD 83)
 BV1559_MARKER: DZ = AZIMUTH MARK DISK
 BV1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1559_SP_SET: CONCRETE POST
 BV1559_STAMPING: ABANDON 1956 1980
 BV1559_MARK LOGO: CGS   
 BV1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1559+STABILITY: SURFACE MOTION
 BV1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1559+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1991
 BV1559
 BV1559  HISTORY     - Date     Condition        Report By
 BV1559  HISTORY     - UNK      MONUMENTED
 BV1559  HISTORY     - 19910619 GOOD             MSHD
 BV1559
 BV1559                          STATION DESCRIPTION
 BV1559
 BV1559'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1559'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH OF SHUBUTA, ON THE
 BV1559'SOUTH SIDE OF A GRAVEL ROAD, 4.3 MI (6.9 KM) NORTH OF WAYNESBORO AND
 BV1559'IS IN SECTION 24, T 9N, R 7W.
 BV1559'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON AZALEA
 BV1559'STREET (U.S. HIGHWAY 84) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 BV1559'U.S. HIGHWAY 45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR
 BV1559'4.7 MI (7.6 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON A
 BV1559'GRAVEL ROAD FOR 0.3 MI (0.5 KM) TO A FORK, TAKE THE LEFT FORK,
 BV1559'UPHILL, AND GO EAST ON A GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO THE MARK
 BV1559'ON THE RIGHT.
 BV1559'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 BV1559'WITH THE GROUND, 53.0 FT (16.2 M) EAST AND ACROSS THE ROAD FROM A 10
 BV1559'INCH OAK, 22.0 FT (6.7 M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL
 BV1559'ROAD, 5.0 FT (1.5 M) SOUTH-SOUTHEAST OF THE EDGE OF A 4 FOOT CUT
 BV1559'BANK, 2.0 FT (0.6 M) WEST OF A 5 INCH PINE AND 2.0 FT (0.6 M)
 BV1559'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0415 ***********************************************************************
 BV0415  DESIGNATION -  ABANDON RM 1
 BV0415  PID         -  BV0415
 BV0415  STATE/COUNTY-  MS/WAYNE
 BV0415  USGS QUAD   -  WAYNESBORO (1982)
 BV0415
 BV0415                         *CURRENT SURVEY CONTROL
 BV0415  ___________________________________________________________________
 BV0415* NAD 83(1986)-  31 44 15.     (N)    088 38 41.     (W)     SCALED    
 BV0415* NAVD 88     -       102.72   (+/-2cm)     337.0    (feet)  VERTCON   
 BV0415  ___________________________________________________________________
 BV0415  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0415  VERT ORDER  -  THIRD (See Below)
 BV0415
 BV0415.The horizontal coordinates were scaled from a topographic map and have
 BV0415.an estimated accuracy of +/- 6 seconds.
 BV0415
 BV0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0415.The vertical order pertains to the NGVD 29 superseded value.
 BV0415
 BV0415.The geoid height was determined by GEOID03.
 BV0415
 BV0415;                    North         East    Units  Estimated Accuracy
 BV0415;SPC MS E     -   248,060.      317,870.      MT  (+/- 180 meters Scaled)
 BV0415
 BV0415                          SUPERSEDED SURVEY CONTROL
 BV0415
 BV0415  NGVD 29 (??/??/??)  102.72   (m)          337.0    (f) RESET       3  
 BV0415
 BV0415.Superseded values are not recommended for survey control.
 BV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0415.See file dsdata.txt to determine how the superseded data were derived.
 BV0415
 BV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA441125(NAD 83)
 BV0415_MARKER: DR = REFERENCE MARK DISK
 BV0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0415_SP_SET: CONCRETE POST
 BV0415_STAMPING: ABANDON NO 1 1956
 BV0415_MARK LOGO: CGS   
 BV0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0415+STABILITY: SURFACE MOTION
 BV0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0415+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1991
 BV0415
 BV0415  HISTORY     - Date     Condition        Report By
 BV0415  HISTORY     - 1956     MONUMENTED       CGS
 BV0415  HISTORY     - 1961     GOOD             MSHD
 BV0415  HISTORY     - 1964     GOOD             NGS
 BV0415  HISTORY     - 19910619 GOOD             MSHD
 BV0415
 BV0415                          STATION DESCRIPTION
 BV0415
 BV0415'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0415'4.5 MI N FROM WAYNESBORO.
 BV0415'THE MARK IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF SHUBUTA, 4 1/2
 BV0415'MILES NORTH OF WAYNESBORO, NEAR THE HIGHEST POINT OF A SPARSELY WOODED
 BV0415'HILL AND ON PROPERTY OWNED BY MR. RUSH CHAPMAN.  TO REACH THE MARK
 BV0415'FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84 IN WAYNESBORO GO
 BV0415'NORTH ON U.S. 45 FOR 4.5 TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT EAST
 BV0415'FOR 0.35 MILE TO A FORK, TAKE LEFT FORK, UPHILL, 0.15 MILE TO THE TOP
 BV0415'OF THE HILL AND A DRIVEWAY ON THE RIGHT, TURN SHARP RIGHT, SOUTH,
 BV0415'APPROXIMATELY 150 FEET TO THE MARK ON THE RIGHT.  THE MARK IS A
 BV0415'STANDARD USC AND GS BRONZE REFERENCE MARK DISK STAMPED ABANDON NO 1
 BV0415'1956, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 BV0415'GROUND SURFACE.  IT IS 65 FEET WEST OF THE CENTER OF THE DRIVEWAY, 27
 BV0415'FEET SOUTH OF THE EDGE OF A BANK AND 26.64 FEET NORTHEAST OF
 BV0415'TRIANGULATION STATION ABANDON.
 BV0415
 BV0415                          STATION RECOVERY (1964)
 BV0415
 BV0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0415'RECOVERED IN GOOD CONDITION.
 BV0415
 BV0415                          STATION RECOVERY (1991)
 BV0415
 BV0415'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0415'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF SHUBUTA,
 BV0415'IN THE YARD AND ON THE PROPERTY OF MR GEORGE ANDERSON, 4.5 MI
 BV0415'(7.2 KM) NORTH OF WAYNESBORO AND IS IN SECTION 24, T 9N, R 7W.
 BV0415'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON AZALEA
 BV0415'STREET (U.S. HIGHWAY 84) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 BV0415'U.S. HIGHWAY 45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR
 BV0415'4.5 MI (7.2 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON A
 BV0415'GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO A FORK, TAKE THE LEFT FORK AND
 BV0415'CONTINUE EASTERLY ON A GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO THE TOP
 BV0415'OF A HILL AND A DRIVEWAY ON THE RIGHT, TURN SHARP RIGHT AND GO
 BV0415'SOUTHWEST ON A GRAVEL DRIVEWAY FOR ABOUT 150 FT (45.7 M) TO THE MARK
 BV0415'AS DESCRIBED.
 BV0415'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0415'FLUSH WITH THE GROUND, 81.0 FT (24.7 M) SOUTHWEST OF A POWER POLE, 76
 BV0415'FT (23.2 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 BV0415'32.5 FT (9.9 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A YARD
 BV0415'FENCE AND 27 FT (8.2 M) SOUTH OF THE EDGE OF A BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0416 ***********************************************************************
 BV0416  DESIGNATION -  ABANDON RM 2
 BV0416  PID         -  BV0416
 BV0416  STATE/COUNTY-  MS/WAYNE
 BV0416  USGS QUAD   -  WAYNESBORO (1982)
 BV0416
 BV0416                         *CURRENT SURVEY CONTROL
 BV0416  ___________________________________________________________________
 BV0416* NAD 83(1986)-  31 44 15.     (N)    088 38 41.     (W)     SCALED    
 BV0416* NAVD 88     -       101.878  (meters)     334.24   (feet)  ADJUSTED  
 BV0416  ___________________________________________________________________
 BV0416  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0416  DYNAMIC HT  -         101.757 (meters)     333.85  (feet)  COMP
 BV0416  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 BV0416
 BV0416  VERT ORDER  -  SECOND    CLASS 0
 BV0416
 BV0416.The horizontal coordinates were scaled from a topographic map and have
 BV0416.an estimated accuracy of +/- 6 seconds.
 BV0416
 BV0416.The orthometric height was determined by differential leveling
 BV0416.and adjusted in June 1991.
 BV0416
 BV0416.The geoid height was determined by GEOID03.
 BV0416
 BV0416.The dynamic height is computed by dividing the NAVD 88
 BV0416.geopotential number by the normal gravity value computed on the
 BV0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0416.degrees latitude (g = 980.6199 gals.).
 BV0416
 BV0416.The modeled gravity was interpolated from observed gravity values.
 BV0416
 BV0416;                    North         East    Units  Estimated Accuracy
 BV0416;SPC MS E     -   248,060.      317,870.      MT  (+/- 180 meters Scaled)
 BV0416
 BV0416                          SUPERSEDED SURVEY CONTROL
 BV0416
 BV0416  NGVD 29 (??/??/??)  101.90   (m)          334.3    (f) RESET       3  
 BV0416
 BV0416.Superseded values are not recommended for survey control.
 BV0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0416.See file dsdata.txt to determine how the superseded data were derived.
 BV0416
 BV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA441125(NAD 83)
 BV0416_MARKER: DR = REFERENCE MARK DISK
 BV0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0416_SP_SET: CONCRETE POST
 BV0416_STAMPING: ABANDON NO 2 1956
 BV0416_MARK LOGO: CGS   
 BV0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0416+STABILITY: SURFACE MOTION
 BV0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0416+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1991
 BV0416
 BV0416  HISTORY     - Date     Condition        Report By
 BV0416  HISTORY     - 1956     MONUMENTED       CGS
 BV0416  HISTORY     - 1961     GOOD             MSHD
 BV0416  HISTORY     - 1964     GOOD             NGS
 BV0416  HISTORY     - 19910619 GOOD             MSHD
 BV0416
 BV0416                          STATION DESCRIPTION
 BV0416
 BV0416'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0416'4.5 MI N FROM WAYNESBORO.
 BV0416'THE MARK IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF SHUBUTA, 4 1/2
 BV0416'MILES NORTH OF WAYNESBORO, NEAR THE HIGHEST POINT OF A SPARSLY WOODED
 BV0416'HILL AND ON PROPERTY OWNED BY MR. RUSH CHAPMAN.  TO REACH THE MARK
 BV0416'FROM THE INTERSECTION OF U.S. HIGHWAYS 45 AND 84 IN WAYNESBORO GO
 BV0416'NORTH ON U.S. 45 FOR 4.5 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN
 BV0416'RIGHT, EAST, FOR 0.35 MILE TO A FORK, TAKE LEFT FORK, UPHILL, 0.15
 BV0416'MILE TO THE TOP OF THE HILL AND A DRIVEWAY ON THE RIGHT, TURN SHARP
 BV0416'RIGHT, SOUTH, APPROXIMATELY 150 FEET TO THE MARK ON THE RIGHT.  THE
 BV0416'MARK IS A STANDARD USC AND GS BRONZE REFERENCE MARK DISK STAMPED
 BV0416'ABANDON NO 2 1956, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 BV0416'PROJECTING 2 INCHES.  IT IS 120 FEET NORTH OF THE NORTHWEST CORNER OF
 BV0416'THE HOUSE AND 28 FEET NORTHWEST OF THE WITNESS SIGNPOST, 25.64 FEET
 BV0416'NORTHWEST OF TRIANGULATION STATION ABANDON.
 BV0416
 BV0416                          STATION RECOVERY (1964)
 BV0416
 BV0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0416'RECOVERED IN GOOD CONDITION.
 BV0416
 BV0416                          STATION RECOVERY (1991)
 BV0416
 BV0416'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0416'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF SHUBHTA
 BV0416'IN THE YARD AND ON THE PROPERTY OF MR GEORGE ANDERSON, 4.5 MI
 BV0416'(7.2 KM) NORTH OF WAYNESBORO AND IS IN SECTION 24, T 9N, R 7W.
 BV0416'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON AZALEA
 BV0416'STREET (U.S. HIGHWAY 84) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 BV0416'U.S. HIGHWAY 45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR
 BV0416'4.5 MI (7.2 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON A
 BV0416'GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO A FORK, TAKE THE LEFT FORK,
 BV0416'UPHILL, AND CONTINUE EASTERLY ON A GRAVEL ROAD FOR 0.15 MI (0.24 KM)
 BV0416'TO THE TOP OF A HILL AND A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 BV0416'SOUTHWEST ON A GRAVEL DRIVEWAY FOR ABOUT 150 FT (45.7 M) TO THE HOUSE
 BV0416'AND THE MARK AS DESCRIBED.
 BV0416'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0416'FLUSH WITH THE GROUND, 84.0 FT (25.6 M) NORTH-NORTHWEST OF THE
 BV0416'NORTHEAST CORNER OF A FRAME HOUSE, 50.0 FT (15.2 M) NORTHWEST OF THE
 BV0416'NORTHEAST CORNER OF THE YARD FENCE, 41.5 FT (12.6 M) NORTH OF THE
 BV0416'NORTHWEST CORNER OF THE YARD FENCE AND 1.0 FT (0.3 M) NORTH OF A
 BV0416'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2492 ***********************************************************************
 EH2492  DESIGNATION -  ABB
 EH2492  PID         -  EH2492
 EH2492  STATE/COUNTY-  MS/TUNICA
 EH2492  USGS QUAD   -  COUNCIL (1991)
 EH2492
 EH2492                         *CURRENT SURVEY CONTROL
 EH2492  ___________________________________________________________________
 EH2492* NAD 83(1993)-  34 49 15.19115(N)    090 23 56.80959(W)     ADJUSTED  
 EH2492* NAVD 88     -        68.689  (meters)     225.36   (feet)  ADJUSTED  
 EH2492  ___________________________________________________________________
 EH2492  X           -     -36,513.524 (meters)                     COMP
 EH2492  Y           -  -5,241,705.833 (meters)                     COMP
 EH2492  Z           -   3,621,595.866 (meters)                     COMP
 EH2492  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EH2492  ELLIP HEIGHT-          41.757 (meters)          (05/13/94) ADJUSTED
 EH2492  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2492  DYNAMIC HT  -          68.625 (meters)     225.15  (feet)  COMP
 EH2492  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 EH2492
 EH2492  HORZ ORDER  -  FIRST
 EH2492  VERT ORDER  -  FIRST     CLASS II
 EH2492  ELLP ORDER  -  FOURTH    CLASS I
 EH2492
 EH2492.The horizontal coordinates were established by classical geodetic methods
 EH2492.and adjusted by the National Geodetic Survey in May 1994.
 EH2492
 EH2492.The orthometric height was determined by differential leveling
 EH2492.and adjusted in June 1991.
 EH2492
 EH2492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2492
 EH2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2492
 EH2492.The ellipsoidal height was determined by GPS observations
 EH2492.and is referenced to NAD 83.
 EH2492
 EH2492.The geoid height was determined by GEOID03.
 EH2492
 EH2492.The dynamic height is computed by dividing the NAVD 88
 EH2492.geopotential number by the normal gravity value computed on the
 EH2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2492.degrees latitude (g = 980.6199 gals.).
 EH2492
 EH2492.The modeled gravity was interpolated from observed gravity values.
 EH2492
 EH2492;                    North         East     Units Scale Factor Converg.
 EH2492;SPC MS W     -   590,005.428   693,982.268   MT  0.99995045   -0 02 15.2
 EH2492;SPC MS W     - 1,935,709.48  2,276,840.16   sFT  0.99995045   -0 02 15.2
 EH2492;SPC AR S     -   640,084.063   546,455.580   MT  1.00001254   +0 53 45.6
 EH2492;SPC AR S     - 2,100,009.13  1,792,829.68   sFT  1.00001254   +0 53 45.6
 EH2492;SPC AR N     -    55,281.260   546,456.776   MT  1.00002401   +0 55 53.6
 EH2492;SPC AR N     -   181,368.60  1,792,833.61   sFT  1.00002401   +0 55 53.6
 EH2492;UTM  15      - 3,856,264.590   737,879.835   MT  1.00029749   +1 29 09.0
 EH2492
 EH2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2492!SPC MS W     -   0.99999345  x   0.99995045  =   0.99994390
 EH2492!SPC AR S     -   0.99999345  x   1.00001254  =   1.00000599
 EH2492!SPC AR N     -   0.99999345  x   1.00002401  =   1.00001746
 EH2492!UTM  15      -   0.99999345  x   1.00029749  =   1.00029093
 EH2492
 EH2492:                Primary Azimuth Mark                     Grid Az
 EH2492:SPC MS W     -  ABBOTT 2 AZ MK                           081 18 26.8
 EH2492:SPC AR S     -  ABBOTT 2 AZ MK                           080 22 26.0
 EH2492:SPC AR N     -  ABBOTT 2 AZ MK                           080 20 18.0
 EH2492:UTM  15      -  ABBOTT 2 AZ MK                           079 47 02.6
 EH2492
 EH2492|---------------------------------------------------------------------|
 EH2492| PID    Reference Object                     Distance      Geod. Az  |
 EH2492|                                                           dddmmss.s |
 EH2492| EH2491 ABBOTT 2 AZ MK                      APPROX. 0.6 KM 0811611.6 |
 EH2492| EH2493 ABB RM 1                             23.683 METERS 09054     |
 EH2492| EH2494 ABB RM 2                             25.385 METERS 19105     |
 EH2492|---------------------------------------------------------------------|
 EH2492
 EH2492                          SUPERSEDED SURVEY CONTROL
 EH2492
 EH2492  NAD 83(1993)-  34 49 15.19211(N)    090 23 56.81347(W) AD(       ) 1
 EH2492  NAD 83(1986)-  34 49 15.20043(N)    090 23 56.81057(W) AD(       ) 1
 EH2492  NAD 27      -  34 49 14.84745(N)    090 23 56.44840(W) AD(       ) 1
 EH2492  NGVD 29 (??/??/??)   68.702  (m)          225.40   (f) ADJUSTED    1 2
 EH2492
 EH2492.Superseded values are not recommended for survey control.
 EH2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2492.See file dsdata.txt to determine how the superseded data were derived.
 EH2492
 EH2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3788056265(NAD 83)
 EH2492_MARKER: DS = TRIANGULATION STATION DISK
 EH2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2492_SP_SET: CONCRETE POST
 EH2492_STAMPING: ABB 1979
 EH2492_MARK LOGO: NGS   
 EH2492_PROJECTION: FLUSH
 EH2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2492+STABILITY: SURFACE MOTION
 EH2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2492+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH2492
 EH2492  HISTORY     - Date     Condition        Report By
 EH2492  HISTORY     - 1979     MONUMENTED       NGS
 EH2492  HISTORY     - 1983     GOOD             NGS
 EH2492  HISTORY     - 1984     GOOD             NGS
 EH2492  HISTORY     - 20030604 GOOD             USACE
 EH2492
 EH2492                          STATION DESCRIPTION
 EH2492
 EH2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2492'THE STATION IS LOCATED
 EH2492'ABOUT 24.1 KM SOUTHWEST OF WALLS,
 EH2492'7.2 KM WEST OF ROBINSONVILLE AND ON TOP OF THE MAIN LEVEE
 EH2492'ON EAST SIDE OF MISSISSIPPI RIVER.
 EH2492'PERMISSION TO USE THE STATION WAS OBTAINED FROM
 EH2492'MR. JOE F. MOONEY, JR., CHIEF ENGINEER
 EH2492'FOR THE YAZOO-MISSISSIPPI DELTA LEVEE
 EH2492'BOARD, P.O. BOX 610, CLARKSDALE, MS 38614.
 EH2492'TELEPHONE NUMBER 601-624-4398.
 EH2492'
 EH2492'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE,
 EH2492'GO WEST ON PAVED STREET FOR 0.08 KM (0.05 MI) TO
 EH2492'RAILROAD TRACKS.  CONTINUE WEST ON PAVED ROAD FOR 8.0 KM
 EH2492'(4.95 MI) TO A FORK.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD
 EH2492'CROSSING A CATTLE GUARD FOR 0.2 KM (0.1 MI) TO TOP OF LEVEE.
 EH2492'TURN SHARP RIGHT AND GO ALONG TOP OF LEVEE FOR 0.6 KM (0.4 MI)
 EH2492'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE
 EH2492'ALONG TOP OF LEVEE FOR 0.6 KM (0.35 MI) TO THE MARK ON THE
 EH2492'RIGHT JUST PAST CATTLE GUARD.
 EH2492'
 EH2492'THE STATION IS A STANDARD NGS DISK
 EH2492'STAMPED---ABB 1979---,
 EH2492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2492'FLUSH WITH GROUND.  IT IS LOCATED
 EH2492'19.1 METERS WEST-SOUTHWEST FROM THE JUNCTION OF THE MAIN LEVEE
 EH2492'WITH A SPUR LEVEE,
 EH2492'6.1 METERS NORTHWEST FROM THE CENTER OF LEVEE ROAD AND
 EH2492'1.8 METERS EAST-NORTHEAST FROM A METAL WITNESS POST.
 EH2492'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH2492'STAMPED---ABB 1979---,
 EH2492'SET INTO AN IRREGULAR MASS OF CONCRETE 1
 EH2492'METER BELOW THE SURFACE.
 EH2492'
 EH2492'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 EH2492'STAMPED---ABB NO 1 1979---,
 EH2492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2492'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 EH2492'8.6 METERS SOUTHEAST FROM THE JUNCTION OF THE MAIN LEVEE WITH A
 EH2492'SPUR LEVEE,
 EH2492'4.1 METERS SOUTH FROM THE CENTER OF LEVEE ROAD AND
 EH2492'0.4 METER NORTH FROM A METAL WITNESS POST.
 EH2492'MARK IS LEVEL WITH STATION.
 EH2492'
 EH2492'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 EH2492'STAMPED---ABB NO 2 1979---,
 EH2492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2492'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 EH2492'3.2 METERS EAST FROM THE CENTER OF LEVEE ROAD AND
 EH2492'0.5 METER WEST FROM A METAL WITNESS POST.
 EH2492'MARK IS LEVEL WITH STATION.
 EH2492'
 EH2492'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 EH2492'STAMPED---ABBOTT 2 1953---,
 EH2492'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2492'FLUSH WITH GROUND.  IT IS LOCATED
 EH2492'4.7 METERS SOUTH FROM THE CENTER OF LEVEE ROAD,
 EH2492'1.5 METERS EAST FROM A FENCE AND
 EH2492'0.92 METER NORTHEAST FROM A METAL WITNESS POST.
 EH2492'
 EH2492'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
 EH2492
 EH2492                          STATION RECOVERY (1983)
 EH2492
 EH2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH2492'46.0 KM (28.5 MI) WSW FROM WALLS.
 EH2492'3.1 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH2492'IN WALLS, THENCE 0.65 KM (0.4 MI) WEST-SOUTHWEST ALONG THE LEVEE ROAD
 EH2492'TO A LOCKED IRON GATE, THENCE 42.3 KM (26.2 MI) WEST-SOUTHWEST ALONG
 EH2492'THE LEVEE ROAD TO A CURVE SOUTH IN THE MAIN LEVEE AND A SHORT SPUR
 EH2492'LEVEE LEADING NORTH, 0.97 KM (0.6 MI) WEST OF MILEPOST NUMBER 25/26,
 EH2492'5.2 METERS (17.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE MAIN LEVEE,
 EH2492'1.5 METERS (5.0 FT) EAST OF A METAL WITNESS POST WITHOUT SIGN,
 EH2492'16.5 METERS (54.0 FT) WEST OF APPROXIMATE EXTENDED CENTER OF THE LEVEE
 EH2492'LEADING NORTH, 23.4 METERS (76.9 FT) NORTHWEST OF RM 1, AND
 EH2492'25.5 METERS (83.6 FT) NORTH-NORTHWEST OF RM 2.
 EH2492'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EH2492'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
 EH2492
 EH2492                          STATION RECOVERY (1984)
 EH2492
 EH2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2492'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EH2492'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT TWO METER HIGH
 EH2492'IRON BLADES HAVE BEEN PUT AT THE STATION MARK FOR PROTECTION.  THE
 EH2492'DIRECTION BETWEEN THE AZIMUTH MARK AND EACH REFERENCE MARK CHECKED.
 EH2492'SHORTER DISTANCES WERE NOTED TO BOTH MARKS - 0.01 FEET, 0.004 METER
 EH2492'TO REFERENCE MARK 1 AND 0.03 FEET, 0.010 METER TO REFERENCE MARK 2.
 EH2492'A SHORTER DISTANCE OF 0.03 FOOT WAS NOTED BETWEEN REFERENCE MARKS.
 EH2492'
 EH2492'MACROMETER GPS SURVEYS, MEMPHIS TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2492'MAY-JUNE 1984.
 EH2492
 EH2492                          STATION RECOVERY (2003)
 EH2492
 EH2492'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2493 ***********************************************************************
 EH2493  DESIGNATION -  ABB RM 1
 EH2493  PID         -  EH2493
 EH2493  STATE/COUNTY-  MS/TUNICA
 EH2493  USGS QUAD   -  COUNCIL (1991)
 EH2493
 EH2493                         *CURRENT SURVEY CONTROL
 EH2493  ___________________________________________________________________
 EH2493* NAD 83(1993)-  34 49 15.17898(N)    090 23 55.87777(W)     ADJUSTED  
 EH2493* NAVD 88     -        68.461  (meters)     224.61   (feet)  ADJUSTED  
 EH2493  ___________________________________________________________________
 EH2493  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EH2493  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2493  DYNAMIC HT  -          68.397 (meters)     224.40  (feet)  COMP
 EH2493  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 EH2493
 EH2493  HORZ ORDER  -  SECOND
 EH2493  VERT ORDER  -  FIRST     CLASS II
 EH2493
 EH2493.The horizontal coordinates were established by classical geodetic methods
 EH2493.and adjusted by the National Geodetic Survey in May 1994.
 EH2493
 EH2493.The orthometric height was determined by differential leveling
 EH2493.and adjusted in June 1991.
 EH2493
 EH2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2493
 EH2493.The geoid height was determined by GEOID03.
 EH2493
 EH2493.The dynamic height is computed by dividing the NAVD 88
 EH2493.geopotential number by the normal gravity value computed on the
 EH2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2493.degrees latitude (g = 980.6199 gals.).
 EH2493
 EH2493.The modeled gravity was interpolated from observed gravity values.
 EH2493
 EH2493;                    North         East     Units Scale Factor Converg.
 EH2493;SPC MS W     -   590,005.037   694,005.947   MT  0.99995044   -0 02 14.7
 EH2493;SPC MS W     - 1,935,708.19  2,276,917.84   sFT  0.99995044   -0 02 14.7
 EH2493;SPC AR S     -   640,084.058   546,479.263   MT  1.00001254   +0 53 46.1
 EH2493;SPC AR S     - 2,100,009.11  1,792,907.38   sFT  1.00001254   +0 53 46.1
 EH2493;SPC AR N     -    55,281.270   546,480.459   MT  1.00002401   +0 55 54.1
 EH2493;SPC AR N     -   181,368.63  1,792,911.31   sFT  1.00002401   +0 55 54.1
 EH2493;UTM  15      - 3,856,264.829   737,903.524   MT  1.00029763   +1 29 09.5
 EH2493
 EH2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2493!SPC MS W     -   0.99999350  x   0.99995044  =   0.99994394
 EH2493!SPC AR S     -   0.99999350  x   1.00001254  =   1.00000604
 EH2493!SPC AR N     -   0.99999350  x   1.00002401  =   1.00001751
 EH2493!UTM  15      -   0.99999350  x   1.00029763  =   1.00029113
 EH2493
 EH2493                          SUPERSEDED SURVEY CONTROL
 EH2493
 EH2493  NAD 83(1993)-  34 49 15.17993(N)    090 23 55.88161(W) AD(       ) 2
 EH2493  NAD 83(1986)-  34 49 15.18826(N)    090 23 55.87875(W) AD(       ) 2
 EH2493  NAD 27      -  34 49 14.83532(N)    090 23 55.51821(W) AD(       ) 2
 EH2493  NGVD 29 (??/??/??)   68.474  (m)          224.65   (f) ADJUSTED    1 2
 EH2493
 EH2493.Superseded values are not recommended for survey control.
 EH2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2493.See file dsdata.txt to determine how the superseded data were derived.
 EH2493
 EH2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3790456265(NAD 83)
 EH2493_MARKER: DR = REFERENCE MARK DISK
 EH2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2493_SP_SET: CONCRETE POST
 EH2493_STAMPING: ABB NO 1 1979
 EH2493_MARK LOGO: NGS   
 EH2493_PROJECTION: FLUSH
 EH2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2493+STABILITY: SURFACE MOTION
 EH2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2493+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH2493
 EH2493  HISTORY     - Date     Condition        Report By
 EH2493  HISTORY     - 1979     MONUMENTED       NGS
 EH2493  HISTORY     - 1983     GOOD             NGS
 EH2493  HISTORY     - 20030604 GOOD             USACE
 EH2493
 EH2493                          STATION DESCRIPTION
 EH2493
 EH2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2493'46.0 KM (25.5 MI) WSW FROM WALLS.
 EH2493'3.1 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH2493'IN WALLS, THENCE 0.65 KM (0.4 MI) WEST-SOUTHWEST ALONG THE LEVEE ROAD
 EH2493'TO A LOCKED IRON GATE, THENCE 42.3 KM (26.2 MI) WEST-SOUTHWEST ALONG
 EH2493'THE LEVEE ROAD TO A CURVE IN MAIN LEVEE (SOUTH) AND JUNCTION OF A SPUR
 EH2493'LEVEE LEADING NORTH, 0.97 KM (0.6 MI) WEST OF MILEPOST NUMBER 25/26,
 EH2493'4.1 METERS (13.5 FT) SOUTH OF THE CENTER OF THE MAIN LEVEE, 6.4 METERS
 EH2493'(21.0 FT) EAST OF THE APPROXIMATE EXTENDED CENTER OF THE NORTH LEVEE,
 EH2493'AND 23.4 METERS (76.9 FT) SOUTHEAST OF STATION ABB.
 EH2493'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2493'THE MARK IS 0.31 M BELOW LEVEE ROAD.
 EH2493
 EH2493                          STATION RECOVERY (2003)
 EH2493
 EH2493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2494 ***********************************************************************
 EH2494  DESIGNATION -  ABB RM 2
 EH2494  PID         -  EH2494
 EH2494  STATE/COUNTY-  MS/TUNICA
 EH2494  USGS QUAD   -  COUNCIL (1991)
 EH2494
 EH2494                         *CURRENT SURVEY CONTROL
 EH2494  ___________________________________________________________________
 EH2494* NAD 83(1993)-  34 49 14.38274(N)    090 23 57.00160(W)     ADJUSTED  
 EH2494* NAVD 88     -        68.279  (meters)     224.01   (feet)  ADJUSTED  
 EH2494  ___________________________________________________________________
 EH2494  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EH2494  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2494  DYNAMIC HT  -          68.216 (meters)     223.81  (feet)  COMP
 EH2494  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 EH2494
 EH2494  HORZ ORDER  -  SECOND
 EH2494  VERT ORDER  -  FIRST     CLASS II
 EH2494
 EH2494.The horizontal coordinates were established by classical geodetic methods
 EH2494.and adjusted by the National Geodetic Survey in May 1994.
 EH2494
 EH2494.The orthometric height was determined by differential leveling
 EH2494.and adjusted in June 1991.
 EH2494
 EH2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2494
 EH2494.The geoid height was determined by GEOID03.
 EH2494
 EH2494.The dynamic height is computed by dividing the NAVD 88
 EH2494.geopotential number by the normal gravity value computed on the
 EH2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2494.degrees latitude (g = 980.6199 gals.).
 EH2494
 EH2494.The modeled gravity was interpolated from observed gravity values.
 EH2494
 EH2494;                    North         East     Units Scale Factor Converg.
 EH2494;SPC MS W     -   589,980.520   693,977.373   MT  0.99995045   -0 02 15.3
 EH2494;SPC MS W     - 1,935,627.76  2,276,824.10   sFT  0.99995045   -0 02 15.3
 EH2494;SPC AR S     -   640,059.077   546,451.090   MT  1.00001249   +0 53 45.5
 EH2494;SPC AR S     - 2,099,927.16  1,792,814.95   sFT  1.00001249   +0 53 45.5
 EH2494;SPC AR N     -    55,256.272   546,452.302   MT  1.00002406   +0 55 53.5
 EH2494;SPC AR N     -   181,286.62  1,792,818.93   sFT  1.00002406   +0 55 53.5
 EH2494;UTM  15      - 3,856,239.552   737,875.601   MT  1.00029747   +1 29 08.9
 EH2494
 EH2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2494!SPC MS W     -   0.99999353  x   0.99995045  =   0.99994398
 EH2494!SPC AR S     -   0.99999353  x   1.00001249  =   1.00000602
 EH2494!SPC AR N     -   0.99999353  x   1.00002406  =   1.00001759
 EH2494!UTM  15      -   0.99999353  x   1.00029747  =   1.00029099
 EH2494
 EH2494                          SUPERSEDED SURVEY CONTROL
 EH2494
 EH2494  NAD 83(1993)-  34 49 14.38364(N)    090 23 57.00550(W) AD(       ) 2
 EH2494  NAD 83(1986)-  34 49 14.39206(N)    090 23 57.00256(W) AD(       ) 2
 EH2494  NAD 27      -  34 49 14.04047(N)    090 23 56.64007(W) AD(       ) 2
 EH2494  NGVD 29 (??/??/??)   68.293  (m)          224.06   (f) ADJUSTED    1 2
 EH2494
 EH2494.Superseded values are not recommended for survey control.
 EH2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2494.See file dsdata.txt to determine how the superseded data were derived.
 EH2494
 EH2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3787656240(NAD 83)
 EH2494_MARKER: DR = REFERENCE MARK DISK
 EH2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2494_SP_SET: CONCRETE POST
 EH2494_STAMPING: ABB NO 2 1979
 EH2494_MARK LOGO: NGS   
 EH2494_PROJECTION: FLUSH
 EH2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2494+STABILITY: SURFACE MOTION
 EH2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2494+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH2494
 EH2494  HISTORY     - Date     Condition        Report By
 EH2494  HISTORY     - 1979     MONUMENTED       NGS
 EH2494  HISTORY     - 1983     GOOD             NGS
 EH2494  HISTORY     - 20030604 GOOD             USACE
 EH2494
 EH2494                          STATION DESCRIPTION
 EH2494
 EH2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2494'46.0 KM (28.5 MI) WSW FROM WALLS.
 EH2494'3.1 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH2494'IN WALLS, THENCE 0.6 KM (0.4 MI) WEST-SOUTHWEST ALONG THE CROWN OF
 EH2494'LEVEE TO A LOCKED IRON GATE, THENCE 42.3 KM (26.2 MI) WEST-SOUTHWEST
 EH2494'ALONG CROWN OF LEVEE, AT A CURVE IN MAIN LEVEE, AT THE JUNCTION OF A
 EH2494'SPUR LEVEE LEADING NORTH, ALSO 1.0 KM (0.6 MI) WEST OF MILE MARKER
 EH2494'25/26, 3.66 METERS (12.0 FT) EAST OF THE APPROXIMATE CENTER OF THE
 EH2494'MAIN LEVEE, AND 25.48 METERS (83.6 FT) SOUTH-SOUTHEAST OF STATION ABB.
 EH2494'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 EH2494'THE MARK IS 0.45 M BELOW LEVEE CROWN.
 EH2494
 EH2494                          STATION RECOVERY (2003)
 EH2494
 EH2494'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1830 ***********************************************************************
 EG1830  DESIGNATION -  ABBE
 EG1830  PID         -  EG1830
 EG1830  STATE/COUNTY-  MS/LAFAYETTE
 EG1830  USGS QUAD   -  LAWS HILL (1971)
 EG1830
 EG1830                         *CURRENT SURVEY CONTROL
 EG1830  ___________________________________________________________________
 EG1830* NAD 83(1993)-  34 30 38.03385(N)    089 30 06.95748(W)     ADJUSTED  
 EG1830* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 EG1830  ___________________________________________________________________
 EG1830  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EG1830  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EG1830  HORZ ORDER  -  THIRD
 EG1830
 EG1830.The horizontal coordinates were established by classical geodetic methods
 EG1830.and adjusted by the National Geodetic Survey in May 1994.
 EG1830
 EG1830.The orthometric height was scaled from a topographic map.
 EG1830
 EG1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1830
 EG1830.The geoid height was determined by GEOID03.
 EG1830
 EG1830;                    North         East     Units Scale Factor Converg.
 EG1830;SPC MS E     -   555,782.781   238,606.167   MT  0.99999644   -0 22 43.7
 EG1830;SPC MS E     - 1,823,430.67    782,827.07   sFT  0.99999644   -0 22 43.7
 EG1830;UTM  16      - 3,821,611.005   270,317.097   MT  1.00025029   -1 25 05.2
 EG1830
 EG1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1830!SPC MS E     -   0.99998554  x   0.99999644  =   0.99998198
 EG1830!UTM  16      -   0.99998554  x   1.00025029  =   1.00023583
 EG1830
 EG1830:                Primary Azimuth Mark                     Grid Az
 EG1830:SPC MS E     -  TT 9 K USGS 1955                         097 18 48.1
 EG1830:UTM  16      -  TT 9 K USGS 1955                         098 21 09.6
 EG1830
 EG1830|---------------------------------------------------------------------|
 EG1830| PID    Reference Object                     Distance      Geod. Az  |
 EG1830|                                                           dddmmss.s |
 EG1830| EG1689 TT 9 K USGS 1955                    APPROX. 5.9 KM 0965604.4 |
 EG1830| CG3089 ABBE RM 1                            19.443 METERS 15452     |
 EG1830| CG3088 ABBE AZ MK                                         1923640.0 |
 EG1830| CG3090 ABBE RM 2                            21.612 METERS 22320     |
 EG1830| EG1827 SHILOH                              APPROX.15.3 KM 3360740.7 |
 EG1830|---------------------------------------------------------------------|
 EG1830
 EG1830                          SUPERSEDED SURVEY CONTROL
 EG1830
 EG1830  NAD 83(1986)-  34 30 38.04458(N)    089 30 06.95627(W) AD(       ) 3
 EG1830  NAD 27      -  34 30 37.67300(N)    089 30 06.66200(W) AD(       ) 3
 EG1830
 EG1830.Superseded values are not recommended for survey control.
 EG1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1830.See file dsdata.txt to determine how the superseded data were derived.
 EG1830
 EG1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7031721611(NAD 83)
 EG1830_MARKER: DS = TRIANGULATION STATION DISK
 EG1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1830
 EG1830  HISTORY     - Date     Condition        Report By
 EG1830  HISTORY     - 1956     MONUMENTED       CGS
 EG1830  HISTORY     - 1970     GOOD             NGS
 EG1830  HISTORY     - 1972     GOOD             NGS
 EG1830  HISTORY     - 1977     GOOD             MSHD
 EG1830
 EG1830                          STATION DESCRIPTION
 EG1830
 EG1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1830'STATION IS LOCATED ABOUT 0.5 MILE NORTH OF ABBEVILLE, AT THE SOUTH
 EG1830'SIDE OF SECTION 34, T 6
 EG1830'S, R 3 W, ON GOVERNMENT LAND AND ON THE EAST SIDE OF
 EG1830'STATE HIGHWAY 7.
 EG1830'
 EG1830'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ABBEVILLE, GO
 EG1830'NORTH ON STATE HIGHWAY 7 FOR
 EG1830'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EG1830'CONTINUE NORTH ON STATE HIGHWAY
 EG1830'7 FOR 0.2 MILE TO A DIM TRACK ROAD
 EG1830'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ACROSS
 EG1830'PASTURE FOR
 EG1830'APPROXIMATELY 0.05 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 EG1830'STATION.
 EG1830'
 EG1830'STATION MARK, A STANDARD DISK, STAMPED ABBE 1956, SET IN THE TOP OF A
 EG1830'CONCRETE MONUMENT WHICH
 EG1830'PROJECTS 2 INCHES.  IT IS 146 FEET EAST OF THE CENTER
 EG1830'LINE OF STATE HIGHWAY 7, 57 FEET
 EG1830'NORTH OF AN EAST-WEST SECTION LINE
 EG1830'FENCE AND 9 FEET EAST OF A WHITE WITNESS POST.
 EG1830'
 EG1830'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED ABBE NO 1 1956, SET IN
 EG1830'THE TOP OF A CONCRETE
 EG1830'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT NORTH OF
 EG1830'AN EAST-WEST SECTION LINE
 EG1830'FENCE AND APPROXIMATELY 2 FEET LOWER THAN
 EG1830'THE STATION.
 EG1830'
 EG1830'REFERENCE MARK NO 2, A STANDARD DISK, STAMPED ABBE NO 2 1956, SET IN
 EG1830'THE TOP OF A CONCRETE
 EG1830'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT NORTH OF
 EG1830'AN EAST-WEST SECTION LINE
 EG1830'FENCE AND APPROXIMATELY 2 FEET LOWER THAN
 EG1830'THE STATION.
 EG1830'
 EG1830'AZIMUTH MARK, A STANDARD DISK, STAMPED ABBE 1956, SET IN THE TOP OF A
 EG1830'CONCRETE MONUMENT WHICH
 EG1830'PROJECTS 1 INCH.  IT IS 30.5 FEET WEST OF THE CENTER
 EG1830'LINE OF STATE HIGHWAY 7, 3 FEET
 EG1830'NORTHWEST OF A LARGE WOODEN SIGN
 EG1830'(WELCOME TO ABBEVILLE) AND 3 FEET SOUTHEAST OF A
 EG1830'WHITE WITNESS POST.
 EG1830
 EG1830                          STATION RECOVERY (1970)
 EG1830
 EG1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EG1830'THE MAIN STATION, RM 1 AND 2 WERE FOUND AS DESCRIBED BUT THE AZI MK
 EG1830'WAS SEARCHED FOR BUT
 EG1830'NOT FOUND.  1966 DESCRIPTION IS ADEQUATE.  DISTANCES
 EG1830'CHECKED OK.
 EG1830
 EG1830                          STATION RECOVERY (1972)
 EG1830
 EG1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EG1830'THE STATION WAS VISITED 8-2-72 AND THE STATION MARK AND REFERENCE
 EG1830'MARKS NO 1 AND NO
 EG1830'2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EG1830'WAS NOT FOUND AT THIS DATE AND IS NO
 EG1830'DOUBT DESTROYED SINCE THE
 EG1830'DESCRIPTION DESCRIBES IT AS BEING WHAT IS NOW THE FRONT
 EG1830'YARD OF A NEW
 EG1830'HOUSE AND NO EVIDENCE OF THE MARK IS LEFT.  A NEW DESCRIPTION
 EG1830'FOLLOWS-
 EG1830'
 EG1830'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF THE CROSSROADS OF
 EG1830'ABBEVILLE, ON THE
 EG1830'EAST SIDE OF STATE HIGHWAY 7, ON THE SOUTH SIDE OF
 EG1830'SEC 34, T 6 S, R 3 W, ON LAND OWNED
 EG1830'BY THE U S GOVERNMENT.  IT IS ON
 EG1830'THE TOP OF A SMALL HILL WHICH IS NOW USE AS A JUNK
 EG1830'YARD FOR OLD CARS
 EG1830'AND LUMBER.  IT IS 146 FEET EAST OF THE CENTER OF STATE HIGHWAY 7, 29
 EG1830'FEET WEST OF A
 EG1830'TRACK ROAD, 44 FEET SOUTH OF A ROAD LEADING UPHILL, 22
 EG1830'FEET SOUTH OF A 10-INCH CEDAR
 EG1830'TREE AND 1 FOOT SOUTH OF A METAL
 EG1830'WITNESS POST.  IT IS A TRIANGULATION STATION
 EG1830'DISK STAMPED ABBE 1956
 EG1830'PROJECTING 4 INCHES.
 EG1830'
 EG1830'REFERENCE MARK NO 1 IS 63.79 FEET SOUTH-SOUTHEAST OF THE STATION 1
 EG1830'FOOT SOUTH OF AND
 EG1830'EAST-WEST FENCE LINE, 27 FEET WEST OF AN 8-INCH
 EG1830'CEDAR TREE, 17 FEET WEST OF A TRACK
 EG1830'ROAD AND 1 FOOT WEST OF A METAL
 EG1830'WITNESS POST.  IT IS AT THE NORTH EDGE OF A GARDEN
 EG1830'PLOT.  IT IS A
 EG1830'REFERENCE MARK DISK STAMPED ABBE NO 1 1956, PROJECTING 4 INCHES
 EG1830'
 EG1830'REFERENCE MARK NO 2 IS 70.90 FEET SOUTHWEST OF THE STATION, 1 FOOT
 EG1830'SOUTH OF AN
 EG1830'EAST-WEST FENCE LINE, AT THE NORTH EDGE OF THE GARDEN 79
 EG1830'FEET EAST OF THE 8 FEET CUT
 EG1830'BANK ON THE EAST SIDE OF STATE HIGHWAY 7,
 EG1830'95 FEET EAST OF THE CENTER OF STATE HIGHWAY 7
 EG1830'AND 1 FOOT WEST OF A
 EG1830'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED ABBE
 EG1830'NO 2 1956,
 EG1830'PROJECTING 4 INCHES.
 EG1830
 EG1830                          STATION RECOVERY (1977)
 EG1830
 EG1830'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1830'THE STATION WAS VISITED 1-5-77 AND THE STATION MARK, RM NO 1, AND
 EG1830'RM NO 2 WERE FOUND IN GOOD CONDITION.  AS STATED IN THE 1972
 EG1830'RECOVERY THE AZIMUTH MARK WAS NOT FOUND AND WAS PROBABLY DESTROYED
 EG1830'WHEN A NEW HOUSE WAS BUILT.
 EG1830'
 EG1830'THE STATION IS LOCATED 0.5 MILE NORTH OF THE CROSSROAD IN ABBEVILLE,
 EG1830'10.2 MILES NORTH OF OXFORD ON TOP OF A SMALL HILL USED AS A JUNK
 EG1830'YARD FOR OLD CARS AND LUMBER ON LAND OWNED BY THE U.S. GOVERNMENT
 EG1830'AND IS NEAR THE SOUTH SIDE OF SECTION 34, T 6S, R 3W.  IT IS 146
 EG1830'FEET EAST OF THE CENTER OF STATE HIGHWAY 7, 44 FEET SOUTH OF THE
 EG1830'CENTER OF A ROAD LEADING UPHILL, 27 FEET WEST OF THE CENTER OF A
 EG1830'TRACK ROAD, 22 FEET SOUTH OF A 10 INCH CEDAR, 1 FOOT NORTH OF A
 EG1830'METAL WITNESS POST AND PROJECTS 2 INCHES.  IT IS A TRIANGULATION
 EG1830'DISK, STAMPED ABBE 1956.
 EG1830'
 EG1830'REFERENCE MARK NO 1 IS 63.79 FEET SOUTH-SOUTHEAST OF THE STATION.  IT
 EG1830'IS 27 FEET WEST OF AN 8 INCH CEDAR, 17 FEET WEST OF THE CENTER OF
 EG1830'A TRACK ROAD, 13 FEET WEST OF THE WEST GATE POST, 1 FOOT SOUTH OF A
 EG1830'POST, 1 FOOT WEST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 EG1830'IT IS AT THE NORTH END OF A GARDEN PLOT.  IT IS A REFERENCE MARK
 EG1830'DISK, STAMPED ABBE NO 1 1956.
 EG1830'
 EG1830'REFERENCE MARK NO 2 IS 70.90 FEET SOUTHWEST OF THE STATION.  IT IS 95
 EG1830'FEET EAST OF THE CENTER OF STATE HIGHWAY 7, 79 FEET EAST OF AN 8
 EG1830'FOOT CUT BANK ON THE EAST SIDE OF STATE HIGHWAY 7, 73 FEET EAST OF
 EG1830'PROPERTY CORNER 508 REF, 62 FEET EAST OF THE CENTER OF A TRACK
 EG1830'ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 4 INCHES.
 EG1830'IT IS A REFERENCE MARK DISK, STAMPED ABBE NO 2 1956.
 EG1830'
 EG1830'TO REACH THE STATION FROM THE COURTHOUSE IN OXFORD GO NORTH ON
 EG1830'LAMAR BLVD. FOR 1.65 MILES TO THE JUNCTION OF STATE HIGHWAY 30.
 EG1830'CONTINUE NORTH ON STATE HIGHWAY 7 FOR 9 MILES TO A CROSSROAD AT
 EG1830'ABBEVILLE.  CONTINUE NORTH ON STATE HIGHWAY 7 FOR 0.5 MILE TO THE
 EG1830'STATION ON THE RIGHT.
 EG1830'
 EG1830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NORTH OF
 EG1830'ABBEVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2698 ***********************************************************************
 EH2698  DESIGNATION -  ABBOTT
 EH2698  PID         -  EH2698
 EH2698  STATE/COUNTY-  MS/TUNICA
 EH2698  USGS QUAD   -  COUNCIL (1991)
 EH2698
 EH2698                         *CURRENT SURVEY CONTROL
 EH2698  ___________________________________________________________________
 EH2698* NAD 83(1993)-  34 49 01.95884(N)    090 23 25.21057(W)     ADJUSTED  
 EH2698* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 EH2698  ___________________________________________________________________
 EH2698  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EH2698  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EH2698  HORZ ORDER  -  FIRST
 EH2698
 EH2698.The horizontal coordinates were established by classical geodetic methods
 EH2698.and adjusted by the National Geodetic Survey in May 1994.
 EH2698
 EH2698.The orthometric height was scaled from a topographic map.
 EH2698
 EH2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2698
 EH2698.The geoid height was determined by GEOID03.
 EH2698
 EH2698;                    North         East     Units Scale Factor Converg.
 EH2698;SPC MS W     -   589,597.191   694,785.021   MT  0.99995034   -0 01 57.2
 EH2698;SPC MS W     - 1,934,370.12  2,279,473.86   sFT  0.99995034   -0 01 57.2
 EH2698;SPC AR N     -    54,886.631   547,266.379   MT  1.00002486   +0 56 12.0
 EH2698;SPC AR N     -   180,073.89  1,795,489.78   sFT  1.00002486   +0 56 12.0
 EH2698;SPC AR S     -   639,688.935   547,264.927   MT  1.00001166   +0 54 03.3
 EH2698;SPC AR S     - 2,098,712.78  1,795,485.01   sFT  1.00001166   +0 54 03.3
 EH2698;UTM  15      - 3,855,877.703   738,693.441   MT  1.00030227   +1 29 26.6
 EH2698
 EH2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2698!SPC MS W     -   0.99999483  x   0.99995034  =   0.99994517
 EH2698!SPC AR N     -   0.99999483  x   1.00002486  =   1.00001969
 EH2698!SPC AR S     -   0.99999483  x   1.00001166  =   1.00000649
 EH2698!UTM  15      -   0.99999483  x   1.00030227  =   1.00029710
 EH2698
 EH2698|---------------------------------------------------------------------|
 EH2698| PID    Reference Object                     Distance      Geod. Az  |
 EH2698|                                                           dddmmss.s |
 EH2698| AI2920 ABBOTT RM 1                         190.300 METERS 10536     |
 EH2698| AI2921 ABBOTT RM 2                          43.300 METERS 19736     |
 EH2698| EH0167 COMMERCE                            APPROX. 0.5 KM 2681559.7 |
 EH2698|---------------------------------------------------------------------|
 EH2698
 EH2698                          SUPERSEDED SURVEY CONTROL
 EH2698
 EH2698  NAD 83(1993)-  34 49 01.95957(N)    090 23 25.21444(W) AD(       ) 1
 EH2698  NAD 83(1986)-  34 49 01.96805(N)    090 23 25.21136(W) AD(       ) 1
 EH2698  NAD 27      -  34 49 01.61600(N)    090 23 24.85000(W) AD(       ) 1
 EH2698
 EH2698.Superseded values are not recommended for survey control.
 EH2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2698.See file dsdata.txt to determine how the superseded data were derived.
 EH2698
 EH2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3869355878(NAD 83)
 EH2698_MARKER: DS = TRIANGULATION STATION DISK
 EH2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2698
 EH2698  HISTORY     - Date     Condition        Report By
 EH2698  HISTORY     - 1929     MONUMENTED       CGS
 EH2698  HISTORY     - 1935     GOOD             CGS
 EH2698  HISTORY     - 1949     MARK NOT FOUND   CGS
 EH2698  HISTORY     - 1954     GOOD             CGS
 EH2698
 EH2698                          STATION DESCRIPTION
 EH2698
 EH2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2698'ABOUT 4.3 MILES WEST OF ROBINSONVILLE, 0.4 MILE EAST OF
 EH2698'LEVEE, IN CULTIVATED FIELD ON ABBOTT PLANTATION, 1,735 FEET
 EH2698'EAST OF INTERSECTION OF ROAD GOING WEST FROM ROBINSONVILLE
 EH2698'WITH FIRST NORTH-AND-SOUTH ROAD EAST OF LEVEE, 111 FEET
 EH2698'NORTH OF CENTER LINE OF EAST-AND-WEST ROAD, AND 62 FEET
 EH2698'NORTHEAST OF CORNER OF SHACK.  A SCHOOLHOUSE IS AT
 EH2698'SOUTHWEST CORNER OF ABOVE CROSSROAD.  SURFACE AND UNDERGROUND
 EH2698'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EH2698'UPPER MARK IS 15 INCHES BELOW SURFACE.  REFERENCE MARKS
 EH2698'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 EH2698'1 IS ON SOUTHEAST CORNER OF INTERSECTION OF EAST-AND-WEST
 EH2698'ROAD WITH FIRST NORTH-AND-SOUTH ROAD EAST OF STATION, 21
 EH2698'FEET SOUTH OF CENTER LINE OF EAST-AND-WEST ROAD, AND
 EH2698'190.3 METERS (624 FEET) FROM STATION, S 78 DEG
 EH2698'23 MIN 30 SEC E.  NO. 2 IS 24 FEET SOUTH OF EAST-AND-WEST
 EH2698'ROAD, AND 43.28 METERS (142.0 FEET) FROM STATION,
 EH2698'S 17 DEG 36 MIN W.  STATION P.B.M. COMMERCE
 EH2698'(M.R.C.) (SEE DESCRIPTION THEREOF) IS 530.88 METERS
 EH2698'(1,741.7 FEET) FROM STATION, S 88 DEG 16 MIN 02 SEC W.
 EH2698
 EH2698                          STATION RECOVERY (1935)
 EH2698
 EH2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2698'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED
 EH2698'AND IN GOOD CONDITION.
 EH2698'
 EH2698'REFERENCE MARK NO.1 IS IN Y FORMED BY INTERSECTION OF N-S
 EH2698'ROAD WITH GRAVEL ROAD AND 45 FEET SW OF FENCE CORNER.
 EH2698
 EH2698                          STATION RECOVERY (1949)
 EH2698
 EH2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (EO)
 EH2698'STATION DESTROYED.  IT WAS FOUND LYING IN FIELD, APPROXIMATELY
 EH2698'200 FEET FROM ORIGINAL LOCATION.  REFERENCE MARKS SEARCHED
 EH2698'FOR BUT NOT FOUND.
 EH2698
 EH2698                          STATION RECOVERY (1954)
 EH2698
 EH2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EH2698'THE STATION MARK WAS RECOVERED IN VERY GOOD CONDITION, 117
 EH2698'FEET NORTH OF THE CENTER OF A MACADAM ROAD, 72 FEET SOUTHEAST
 EH2698'OF THE SOUTHEAST CORNER OF A GARAGE AND 26 FEET NORTHEAST
 EH2698'OF THE NORTHEAST CORNER OF A YARD FENCE.  IT IS STAMPED
 EH2698'ABBOT 1929 AND IT IS 12 INCHES BELOW THE SURFACE OF THE
 EH2698'GROUND.
 EH2698'
 EH2698'THE REFERENCE MARKS WERE DESTROYED WHEN THE HIGHWAY WAS
 EH2698'IMPROVED.  A NEW STATION ABBOTT 2 1954 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2491 ***********************************************************************
 EH2491  DESIGNATION -  ABBOTT 2 AZ MK
 EH2491  PID         -  EH2491
 EH2491  STATE/COUNTY-  MS/TUNICA
 EH2491  USGS QUAD   -  COUNCIL (1991)
 EH2491
 EH2491                         *CURRENT SURVEY CONTROL
 EH2491  ___________________________________________________________________
 EH2491* NAD 83(1993)-  34 49 18.14213(N)    090 23 33.50156(W)     ADJUSTED  
 EH2491* NAVD 88     -        68.863  (meters)     225.93   (feet)  ADJUSTED  
 EH2491  ___________________________________________________________________
 EH2491  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EH2491  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH2491  DYNAMIC HT  -          68.799 (meters)     225.72  (feet)  COMP
 EH2491  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 EH2491
 EH2491  HORZ ORDER  -  SECOND
 EH2491  VERT ORDER  -  FIRST     CLASS II
 EH2491
 EH2491.The horizontal coordinates were established by classical geodetic methods
 EH2491.and adjusted by the National Geodetic Survey in May 1994.
 EH2491
 EH2491.The orthometric height was determined by differential leveling
 EH2491.and adjusted in June 1991.
 EH2491
 EH2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2491
 EH2491.The geoid height was determined by GEOID03.
 EH2491
 EH2491.The dynamic height is computed by dividing the NAVD 88
 EH2491.geopotential number by the normal gravity value computed on the
 EH2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2491.degrees latitude (g = 980.6199 gals.).
 EH2491
 EH2491.The modeled gravity was interpolated from observed gravity values.
 EH2491
 EH2491;                    North         East     Units Scale Factor Converg.
 EH2491;SPC MS W     -   590,095.991   694,574.619   MT  0.99995036   -0 02 01.9
 EH2491;SPC MS W     - 1,936,006.60  2,278,783.56   sFT  0.99995036   -0 02 01.9
 EH2491;SPC AR S     -   640,184.271   547,046.413   MT  1.00001274   +0 53 58.6
 EH2491;SPC AR S     - 2,100,337.90  1,794,768.11   sFT  1.00001274   +0 53 58.6
 EH2491;SPC AR N     -    55,381.837   547,047.553   MT  1.00002382   +0 56 07.2
 EH2491;SPC AR N     -   181,698.58  1,794,771.85   sFT  1.00002382   +0 56 07.2
 EH2491;UTM  15      - 3,856,370.906   738,469.773   MT  1.00030096   +1 29 22.5
 EH2491
 EH2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2491!SPC MS W     -   0.99999344  x   0.99995036  =   0.99994380
 EH2491!SPC AR S     -   0.99999344  x   1.00001274  =   1.00000618
 EH2491!SPC AR N     -   0.99999344  x   1.00002382  =   1.00001726
 EH2491!UTM  15      -   0.99999344  x   1.00030096  =   1.00029439
 EH2491
 EH2491:                Primary Azimuth Mark                     Grid Az
 EH2491:SPC MS W     -  ABBOTT 3                                 155 04 31.7
 EH2491:SPC AR S     -  ABBOTT 3                                 154 08 31.2
 EH2491:SPC AR N     -  ABBOTT 3                                 154 06 22.6
 EH2491:UTM  15      -  ABBOTT 3                                 153 33 07.3
 EH2491
 EH2491|---------------------------------------------------------------------|
 EH2491| PID    Reference Object                     Distance      Geod. Az  |
 EH2491|                                                           dddmmss.s |
 EH2491| EH2644 ABBOTT 3                            APPROX. 0.6 KM 1550229.8 |
 EH2491| EH2697 ABBOTT 2                            APPROX. 0.5 KM 1561515.4 |
 EH2491| EH2492 ABB                                 APPROX. 0.6 KM 2611624.9 |
 EH2491|---------------------------------------------------------------------|
 EH2491
 EH2491                          SUPERSEDED SURVEY CONTROL
 EH2491
 EH2491  NAD 83(1993)-  34 49 18.14293(N)    090 23 33.50535(W) AD(       ) 2
 EH2491  NAD 83(1986)-  34 49 18.15154(N)    090 23 33.50241(W) AD(       ) 2
 EH2491  NAD 27      -  34 49 17.79854(N)    090 23 33.14083(W) AD(       ) 2
 EH2491  NGVD 29 (??/??/??)   68.876  (m)          225.97   (f) ADJUSTED    1 2
 EH2491
 EH2491.Superseded values are not recommended for survey control.
 EH2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2491.See file dsdata.txt to determine how the superseded data were derived.
 EH2491
 EH2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3847056371(NAD 83)
 EH2491_MARKER: DZ = AZIMUTH MARK DISK
 EH2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2491_SP_SET: CONCRETE POST
 EH2491_STAMPING: ABBOTT 2 1953
 EH2491_MARK LOGO: CGS   
 EH2491_PROJECTION: PROJECTING 12 CENTIMETERS
 EH2491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EH2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2491+STABILITY: SURFACE MOTION
 EH2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2491+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH2491
 EH2491  HISTORY     - Date     Condition        Report By
 EH2491  HISTORY     - 1953     MONUMENTED       CGS
 EH2491  HISTORY     - 1979     GOOD             NGS
 EH2491  HISTORY     - 1983     GOOD             NGS
 EH2491  HISTORY     - 1984     GOOD             NGS
 EH2491  HISTORY     - 19840621 GOOD             NGS
 EH2491  HISTORY     - 20030604 GOOD             USACE
 EH2491
 EH2491                          STATION DESCRIPTION
 EH2491
 EH2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2491'THE STATION IS LOCATED ABOUT 24.1 KILOMETERS (15 MI)
 EH2491'SOUTHWEST OF WALLS, 6.4 KILOMETERS (4 MI) WEST OF
 EH2491'ROBINSONVILLE, AND ATOP THE LEVEE ALONG THE EAST SIDE OF
 EH2491'THE MISSISSIPPI RIVER.  PERMISSION TO USE THE STATION WAS
 EH2491'OBTAINED FROM MR. JOE F. MOONEY, CHIEF ENGINEER FOR
 EH2491'YAZOO-MISSISSIPPI DELTA LEVEE BOARD, P.O. BOX 610,
 EH2491'CLARKDALE, MS 38614.
 EH2491'TELEPHONE NUMBER 601-624-4398.
 EH2491'
 EH2491'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE,
 EH2491'GO WEST ON A PAVED ROAD FOR 4.85 MILES (7.8 KM) TO A
 EH2491'CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR
 EH2491'0.35 MILE (0.56 KM) TO A CATTLE GUARD.  CONTINUE AHEAD FOR
 EH2491'0.15 MILE (0.24 KM) TO THE TOP OF A LEVEE.  TURN RIGHT AND
 EH2491'GO EAST ON THE LEVEE ROAD FOR 0.15 MILE (0.24 KM) TO A
 EH2491'CATTLE GUARD AND THE STATION ON THE RIGHT.
 EH2491'
 EH2491'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 EH2491'STAMPED---ABBOTT 2 1953---,
 EH2491'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 EH2491'FLUSH WITH GROUND.  IT IS LOCATED
 EH2491'4.7 METERS SOUTH FROM THE CENTER OF THE LEVEE ROAD,
 EH2491'1.5 METERS EAST FROM A FENCE AND
 EH2491'0.92 METER NORTHEAST FROM A METAL WITNESS POST.
 EH2491'
 EH2491'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2491
 EH2491                          STATION RECOVERY (1983)
 EH2491
 EH2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH2491'40.5 KM (25.1 MI) WSW FROM WALLS.
 EH2491'3.1 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH2491'IN WALLS, THENCE 0.6 KM (0.4 MI) WEST-SOUTHWEST ALONG THE CROWN OF THE
 EH2491'LEVEE TO A LOCKED IRON GATE, THENCE 36.8 KM (22.8 MI) WEST-SOUTHWEST
 EH2491'ALONG THE LEVEE ROAD TO A CATTLE GUARD, 0.32 KM (80.2 MI)
 EH2491'WEST-SOUTHWEST OF MILEPOST NUMBER 22/23, 1.5 METERS (5.0 FT) EAST OF A
 EH2491'FENCE LINE AND 9.0 METERS (22.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 EH2491'CORNER OF A METAL CATTLE GUARD.
 EH2491'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 EH2491'THE MARK IS 0.61 M BELOW LEVEE ROAD.
 EH2491
 EH2491                          STATION RECOVERY (1984)
 EH2491
 EH2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2491'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT WAS POSITIONED IN
 EH2491'1953.  NO REFERENCE MARKS FOR THIS STATION.
 EH2491'
 EH2491'TRIPOD USED FOR OBSERVATIONS.
 EH2491'
 EH2491'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2491'MAY-JUNE 1984.
 EH2491
 EH2491                          STATION RECOVERY (1984)
 EH2491
 EH2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EH2491'AZIMUTH MARK IS LOCATED ABOUT 4.2 MILES (6.8 KM) WEST OF
 EH2491'ROBINSONVILLE, ON TOP OF THE LEVEE OF THE MISSISSIPPI RIVER.  TO REACH
 EH2491'FROM THE POST OFFICE IN ROBINSONVILLE, GO WEST ON PAVED ROAD FOR 4.3
 EH2491'MILES (6.9 KM) TO A CROSSROAD, TURN RIGHT GO NORTH FOR 0.25 MILE (0.40
 EH2491'KM) TO A GATE, CONTINUE THRU GATE FOR 0.15 MILE (0.24 KM) TO A CATTLE
 EH2491'GUARD AND MARK ON THE RIGHT.  AZIMUTH MARK IS A STANDARD DISK
 EH2491'STAMPED---ABBOTT 2 1953---SET IN TOP A SQUARE CONCRETE POST,
 EH2491'PROJECTING 5 INCHES. IT IS 4.26 METERS (13.98 FT) SOUTHEAST OF CENTER
 EH2491'OF CATTLE GUARD, 1.52 METERS (4.99 FT) EAST OF A NORTH-SOUTH FENCE AND
 EH2491'0.9 METER (3.0 FT) (3.0 FT.) NORTHEAST OF A METAL WITNESS POST AND
 EH2491'SIGN
 EH2491
 EH2491                          STATION RECOVERY (2003)
 EH2491
 EH2491'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2644 ***********************************************************************
 EH2644  DESIGNATION -  ABBOTT 3
 EH2644  PID         -  EH2644
 EH2644  STATE/COUNTY-  MS/TUNICA
 EH2644  USGS QUAD   -  COUNCIL (1991)
 EH2644
 EH2644                         *CURRENT SURVEY CONTROL
 EH2644  ___________________________________________________________________
 EH2644* NAD 83(1993)-  34 49 00.97966(N)    090 23 23.81600(W)     ADJUSTED  
 EH2644* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 EH2644  ___________________________________________________________________
 EH2644  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EH2644  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EH2644  HORZ ORDER  -  FIRST
 EH2644
 EH2644.The horizontal coordinates were established by classical geodetic methods
 EH2644.and adjusted by the National Geodetic Survey in May 1994.
 EH2644
 EH2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2644
 EH2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2644
 EH2644.The geoid height was determined by GEOID03.
 EH2644
 EH2644;                    North         East     Units Scale Factor Converg.
 EH2644;SPC MS W     -   589,566.998   694,820.444   MT  0.99995033   -0 01 56.4
 EH2644;SPC MS W     - 1,934,271.06  2,279,590.07   sFT  0.99995033   -0 01 56.4
 EH2644;SPC AR S     -   639,659.321   547,300.839   MT  1.00001160   +0 54 04.1
 EH2644;SPC AR S     - 2,098,615.62  1,795,602.84   sFT  1.00001160   +0 54 04.1
 EH2644;SPC AR N     -    54,857.039   547,302.310   MT  1.00002492   +0 56 12.8
 EH2644;SPC AR N     -   179,976.80  1,795,607.66   sFT  1.00002492   +0 56 12.8
 EH2644;UTM  15      - 3,855,848.452   738,729.666   MT  1.00030249   +1 29 27.3
 EH2644
 EH2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2644!SPC MS W     -   0.99999474  x   0.99995033  =   0.99994508
 EH2644!SPC AR S     -   0.99999474  x   1.00001160  =   1.00000634
 EH2644!SPC AR N     -   0.99999474  x   1.00002492  =   1.00001966
 EH2644!UTM  15      -   0.99999474  x   1.00030249  =   1.00029723
 EH2644
 EH2644|---------------------------------------------------------------------|
 EH2644| PID    Reference Object                     Distance      Geod. Az  |
 EH2644|                                                           dddmmss.s |
 EH2644| DZ1640 ABBOTT 3 RM 7                        30.978 METERS 11903     |
 EH2644| AI2919 ABBOTT 3 RM 8                        27.673 METERS 23521     |
 EH2644| EH2697 ABBOTT 2                             38.635 METERS 31737     |
 EH2644| EH2491 ABBOTT 2 AZ MK                      APPROX. 0.6 KM 3350235.3 |
 EH2644|---------------------------------------------------------------------|
 EH2644
 EH2644                          SUPERSEDED SURVEY CONTROL
 EH2644
 EH2644  NAD 83(1993)-  34 49 00.98039(N)    090 23 23.81991(W) AD(       ) 1
 EH2644  NAD 83(1986)-  34 49 00.98892(N)    090 23 23.81683(W) AD(       ) 1
 EH2644  NAD 27      -  34 49 00.63548(N)    090 23 23.45558(W) AD(       ) 1
 EH2644  NGVD 29 (07/12/88)   60.5    (m)          198.     (f) VERT ANG    3  
 EH2644
 EH2644.Superseded values are not recommended for survey control.
 EH2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2644.See file dsdata.txt to determine how the superseded data were derived.
 EH2644
 EH2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3873055848(NAD 83)
 EH2644_MARKER: DS = TRIANGULATION STATION DISK
 EH2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2644_STAMPING: ABBOTT 3 1983
 EH2644_MARK LOGO: NGS   
 EH2644_PROJECTION: RECESSED 15 CENTIMETERS
 EH2644_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2644+STABILITY: SURFACE MOTION
 EH2644
 EH2644  HISTORY     - Date     Condition        Report By
 EH2644  HISTORY     - 1983     MONUMENTED       NGS
 EH2644  HISTORY     - 1984     GOOD             NGS
 EH2644
 EH2644                          STATION DESCRIPTION
 EH2644
 EH2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 EH2644'THE STATION IS LOCATED ABOUT 15 MILES (24.1 KM) SOUTHWEST OF WALLS, 4
 EH2644'MILES (6.4 KM) WEST OF ROBINSONVILLE, ON COUNTRY ROAD RIGHT OF WAY. TO
 EH2644'REACH FROM THE POST OFFICE IN ROBINSONVILLE, GO WEST ON PAVED ROAD FOR
 EH2644'4.O5 MILES TO THE STATION ON THE RIGHT.
 EH2644' 
 EH2644'STATION MARK IS A STANDARD NGS DISK STAMPED---ABBOTT 3 1983---SET IN
 EH2644'TOP OF A ROUND CONCRETE POST, 6 INCHES BELOW THE SURFACE OF THE
 EH2644'GROUND.  IT IS 65.07 METERS (213.48 FT) WEST OF A TELEPHONE POLE AND
 EH2644'METAL UNDERGROUND CABEL BOX, 30.63 METERS (100.49 FT) NORTHWEST A
 EH2644'POWERLINE POLE WITH A TRANSFORMER, 27.95 METERS (91.70 FT) NORTH OF
 EH2644'THE CENTER OF PAVED ROAD.  REFERENCE MARK NO 7 IS A STANDARD NGS DISK
 EH2644'STAMPED---ABBOTT NO 7 1983---SET IN TOP OF A ROUND CONCRETE POST,
 EH2644'FLUSH WITH WITH THE GROUND.  IT IS 15.84 METERS (51.97 FT) NORTHWEST
 EH2644'OF THE NORTHWEST CORNER OF PORCH OF HOUSE, 9.75 METERS (31.99 FT)
 EH2644'SOUTH OF THE CENTER OF PAVED ROAD, 0.455 METER NORTHEAST OF A
 EH2644'POWERLINE POLE AND 0.40 METER (1.31 FT) EAST OF A FIBERGLASS WITNESS
 EH2644'POST.  AZIMUTH MARK IS A STANDARD DISK STAMPED---ABBOTT 2 1953---SET
 EH2644'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 5 INCHES.  IT IS ON TOP
 EH2644'OF THE LEVEE, 4.26 METERS (13.98 FT) SOUTHEAST OF THE CENTER OF A
 EH2644'CATTLE GUARD, 1.52 METERS (4.99 FT) EAST OF THE NORTH-SOUTH FENCE AND
 EH2644'0.9 METERS (3.0 FT) NORTHEAST OF A METAL WITNESS POST AND SIGN.  TO
 EH2644'REACH AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD FOR 0.3
 EH2644'MILE (0.5 KM) TO A CROSS ROAD, TURN RIGHT AND GO NORTH FOR 0.25 MILE
 EH2644'(0.40 KM) TO A GATE CONTINUE THRU GATE FOR 0.15 MILE (0.24 KM) TO TOP
 EH2644'OF LEVEE, TURN RIGHT AND GO EAST ALONG TOP OF LEVEE FOR 0.15 MILE
 EH2644'(0.24 KM) TO A CATTLE GUARD AND MARK ON THE RIGHT.
 EH2644
 EH2644                          STATION RECOVERY (1984)
 EH2644
 EH2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2644'STATION MARK, REFERENCE MARKS 7 AND 8, AND THE AZIMUTH MARK WERE
 EH2644'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DIRECTION BETWEEN THE
 EH2644'AZIMUTH MARK AND REFERENCE MARKS CHECKED.  A LONGER DISTANCE WAS
 EH2644'NOTED TO BOTH MARKS (VERY WINDY AT THIS TIME), 0.04 FEET, 0.009 METER
 EH2644'TO REFERENCE MARK 7, 0.07 FOOT, 0.022 METER TO REFERENCE MARK 8, AND
 EH2644'LONGER BY 0.10 FOOT BETWEEN REFERENCE MARKS.
 EH2644'
 EH2644'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 EH2644'
 EH2644'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2644'MAY-JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1058 ***********************************************************************
 DJ1058  DESIGNATION -  ABERDEEN
 DJ1058  PID         -  DJ1058
 DJ1058  STATE/COUNTY-  MS/MONROE
 DJ1058  USGS QUAD   -  ABERDEEN (1992)
 DJ1058
 DJ1058                         *CURRENT SURVEY CONTROL
 DJ1058  ___________________________________________________________________
 DJ1058* NAD 83(1993)-  33 49 43.21640(N)    088 32 36.56420(W)     ADJUSTED  
 DJ1058* NAVD 88     -        70.720  (meters)     232.02   (feet)  ADJUSTED  
 DJ1058  ___________________________________________________________________
 DJ1058  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DJ1058  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1058  DYNAMIC HT  -          70.648 (meters)     231.78  (feet)  COMP
 DJ1058  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DJ1058
 DJ1058  HORZ ORDER  -  SECOND
 DJ1058  VERT ORDER  -  SECOND    CLASS 0
 DJ1058
 DJ1058.The horizontal coordinates were established by classical geodetic methods
 DJ1058.and adjusted by the National Geodetic Survey in May 1994.
 DJ1058
 DJ1058.The orthometric height was determined by differential leveling
 DJ1058.and adjusted in June 1991.
 DJ1058.WARNING-Repeat measurements at this control monument indicate possible
 DJ1058.vertical movement.
 DJ1058
 DJ1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1058
 DJ1058.The geoid height was determined by GEOID03.
 DJ1058
 DJ1058.The dynamic height is computed by dividing the NAVD 88
 DJ1058.geopotential number by the normal gravity value computed on the
 DJ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1058.degrees latitude (g = 980.6199 gals.).
 DJ1058
 DJ1058.The modeled gravity was interpolated from observed gravity values.
 DJ1058
 DJ1058;                    North         East     Units Scale Factor Converg.
 DJ1058;SPC MS E     -   479,982.015   326,829.451   MT  0.99995887   +0 09 40.9
 DJ1058;SPC MS E     - 1,574,740.99  1,072,272.96   sFT  0.99995887   +0 09 40.9
 DJ1058;UTM  16      - 3,744,230.831   357,169.890   MT  0.99985149   -0 51 33.9
 DJ1058
 DJ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1058!SPC MS E     -   0.99999325  x   0.99995887  =   0.99995212
 DJ1058!UTM  16      -   0.99999325  x   0.99985149  =   0.99984474
 DJ1058
 DJ1058|---------------------------------------------------------------------|
 DJ1058| PID    Reference Object                     Distance      Geod. Az  |
 DJ1058|                                                           dddmmss.s |
 DJ1058| DJ1059 ABERDEEN RM 1                        32.449 METERS 02121     |
 DJ1058| DJ1898 ABERDEEN C C DAY CO TANK            APPROX. 2.7 KM 0850852.5 |
 DJ1058| DJ1060 ABERDEEN RM 2                        37.445 METERS 09336     |
 DJ1058| DJ1896 ABERDEEN MUNICIPAL TANK              19.158 METERS 15755     |
 DJ1058| DJ1107 ABERDEEN AZ MK                                     1921237.8 |
 DJ1058| DJ1899 ABERDEEN MONROE CO COMP TANK        424.695 METERS 3412009.3 |
 DJ1058|---------------------------------------------------------------------|
 DJ1058
 DJ1058                          SUPERSEDED SURVEY CONTROL
 DJ1058
 DJ1058  NAD 83(1993)-  33 49 43.22244(N)    088 32 36.56285(W) AD(       ) 2
 DJ1058  NAD 83(1986)-  33 49 43.22489(N)    088 32 36.56302(W) AD(       ) 2
 DJ1058  NAD 27      -  33 49 42.81400(N)    088 32 36.40300(W) AD(       ) 2
 DJ1058  NGVD 29 (??/??/92)   70.661  (m)          231.83   (f) ADJ UNCH    2 0
 DJ1058
 DJ1058.Superseded values are not recommended for survey control.
 DJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1058.See file dsdata.txt to determine how the superseded data were derived.
 DJ1058
 DJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5717044231(NAD 83)
 DJ1058_MARKER: DS = TRIANGULATION STATION DISK
 DJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1058_STAMPING: ABERDEEN 1935
 DJ1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1058+STABILITY: SURFACE MOTION
 DJ1058
 DJ1058  HISTORY     - Date     Condition        Report By
 DJ1058  HISTORY     - 1935     MONUMENTED       CGS
 DJ1058  HISTORY     - 1941     GOOD             CGS
 DJ1058  HISTORY     - 1949     GOOD             CGS
 DJ1058  HISTORY     - 1963     GOOD             MSHD
 DJ1058  HISTORY     - 1963     GOOD             MSHD
 DJ1058  HISTORY     - 1964     GOOD             MSHD
 DJ1058  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DJ1058  HISTORY     - 1972     GOOD             MSSU
 DJ1058  HISTORY     - 1977     GOOD             NGS
 DJ1058
 DJ1058                          STATION DESCRIPTION
 DJ1058
 DJ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1058'ABOUT 0.3 MILE NORTH OF THE CENTER OF ABERDEEN, NEAR THE WEST
 DJ1058'EDGE OF THE CITY PARK, 62.86 FEET NORTHWEST OF THE CENTER OF THE
 DJ1058'MUNICIPAL WATER TANK, 51 FEET SOUTH OF CENTER LINE OF CIRCULAR
 DJ1058'DRIVE, 26.9 FEET EAST OF THE CENTER LINE OF CIRCULAR DRIVE AND
 DJ1058'22.8 FEET SOUTHEAST OF AN 18-INCH WATER OAK.
 DJ1058'
 DJ1058'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1058'BRONZE DISKS SET IN CONCRETE.
 DJ1058'
 DJ1058'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION ON THE EAST
 DJ1058'SIDE OF A COMBINATION WATER FOUNTAIN AND POOL NEAR THE CENTER
 DJ1058'OF A CONCRETE SIDEWALK BLOCK, 2 FEET EAST OF EDGE OF POOL AND 9
 DJ1058'YARDS SOUTHEAST OF LIGHT POST.
 DJ1058'
 DJ1058'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, 9 YARDS SOUTH
 DJ1058'OF SOUTH SIDE OF STOREROOM AND 4 FEET SOUTHWEST OF THE SOUTHWEST
 DJ1058'CORNER POST OF PAVILLION.
 DJ1058'
 DJ1058'AZIMUTH MARK IS 175 YARDS SOUTH-SOUTHWEST OF STATION IN THE
 DJ1058'NORTHEAST CORNER OF CONCRETE SIDEWALK BLOCK, 18 YARDS SOUTH
 DJ1058'OF A CONCRETE SLAB CONTAINING MANHOLE, 11-1/2 YARDS EAST-SOUTHEAST
 DJ1058'OF THE SOUTHEAST CORNER OF MRS. C.C. MC KINEYS RESIDENCE,
 DJ1058'8-1/2 YARDS WEST OF CENTER LINE OF N. MERIDIAN STREET AND 9
 DJ1058'YARDS NORTH OF CENTER LINE OF CANAL STREET.
 DJ1058'
 DJ1058'A 90-FOOT TOWER REQUIRED.
 DJ1058'
 DJ1058'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
 DJ1058
 DJ1058                          STATION RECOVERY (1941)
 DJ1058
 DJ1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (APM)
 DJ1058'PRESENT CONDITION OF THE MARK IS GOOD.  REFERENCE AND AZIMUTH
 DJ1058'MARKS O.K.
 DJ1058
 DJ1058                          STATION RECOVERY (1949)
 DJ1058
 DJ1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1058'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 DJ1058'DIFFERENCES WERE FOUND IN THE DISTANCES AND DIRECTIONS TO THE
 DJ1058'REFERENCE MARKS AND THE AZIMUTH MARK.  THE AZIMUTH MARK AND
 DJ1058'REFERENCE MARK NO. 1 ARE SET IN CONCRETE SIDEWALKS WHICH HAVE
 DJ1058'APPARENTLY SETTLED.  THERE WAS NO APPARENT MOVEMENT OF THE
 DJ1058'STATION MARK OR REFERENCE MARK NO. 2.  CHECK OBSERVATIONS WERE
 DJ1058'MADE BY THIS PARTY AND FOUND TO BE IN AGREEMENT.  DESCRIPTION
 DJ1058'FOLLOWS-
 DJ1058'
 DJ1058'THE STATION IS LOCATED AT THE ABERDEEN CITY PARK AT THE CORNER OF
 DJ1058'FULTON AND MERIDIAN STREETS, AND 62.84 FEET NORTHWEST OF THE
 DJ1058'CENTER OF THE FEED PIPE OF THE ABERDEEN MUNICIPAL WATER TANK.
 DJ1058'IT IS A STANDARD DISK STAMPED ABERDEEN 1935 SET IN A 12-INCH
 DJ1058'CONCRETE CYLINDER THAT PROJECTS 8 INCHES.
 DJ1058'
 DJ1058'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN A CONCRETE
 DJ1058'SIDEWALK ON THE EAST SIDE OF A COMBINATION FOUNTATIN AND POOL.
 DJ1058'IT IS STAMPED ABERDEEN NO 1 1935.
 DJ1058'
 DJ1058'REFERENCE MARK NO. 2 IS 9 PACES SOUTH OF THE SOUTH SIDE OF A STORE
 DJ1058'ROOM, AND 4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PAVILION.
 DJ1058'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED ABERDEEN NO 2
 DJ1058'1935.
 DJ1058'
 DJ1058'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF CANAL
 DJ1058'STREET, AND 25 FEET WEST OF THE CENTERLINE OF MERIDIAN STREET.
 DJ1058'IT IS A REFERENCE MARK DISK STAMPED ABERDEEN AZI 1935 SET IN A
 DJ1058'DRILL HOLE IN A CONCRETE SIDEWALK.
 DJ1058'
 DJ1058'HEIGHT OF LIGHT PLATE - 37 METERS.
 DJ1058
 DJ1058                          STATION RECOVERY (1963)
 DJ1058
 DJ1058'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1058'THE STATION WAS VISITED FEB. 11, 1963 AND ALL MARKS WERE FOUND IN
 DJ1058'GOOD CONDITION.  THE 1949 RECOVERY BY V.R.S. IS ADEQUATE.
 DJ1058
 DJ1058                          STATION RECOVERY (1963)
 DJ1058
 DJ1058'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1058'IN ABERDEEN.
 DJ1058'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT
 DJ1058'IS LOCATED ABOUT 0.3 MILE NORTH OF THE CENTER OF TOWN, AT THE CITY
 DJ1058'PARK.  AT THE CORNER OF FULTON AND MERIDIAN STREETS, 62.84 FEET
 DJ1058'NORTHWEST OF THE CENTER OF THE FEED PIPE TO THE CITY WATER TANK, AND
 DJ1058'PROJECTS 8 INCHES.
 DJ1058
 DJ1058                          STATION RECOVERY (1964)
 DJ1058
 DJ1058'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ1058'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DJ1058'
 DJ1058'THE 1963 RECOVERY BY A.K.H. IS ADEQUATE.
 DJ1058
 DJ1058                          STATION RECOVERY (1964)
 DJ1058
 DJ1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 DJ1058'THE STATION WAS VISITED 5-14-64 AND THE STATION SURFACE MARK WAS
 DJ1058'FOUND LEANING TO THE WEST.  THE MARK WAS THEN PLUMBED IN OVER THE
 DJ1058'SUB-SURFACE MARK AND REENFORCED.  REFERENCE MARKS NO. 1 AND NO. 2
 DJ1058'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DJ1058'MARK WAS OBSTRUCTED FROM THE STATION BUT THE MONROE, WINSTON
 DJ1058'COUNTY COMPRESS CO. WATER TANK CAN BE SEEN FROM THE STATION WITH
 DJ1058'A SMALL AMOUNT OF CLEARING.  A NEW DESCRIPTION FOLLOWS-
 DJ1058'
 DJ1058'THE STATION IS LOCATED IN THE NORTHERN SECTION OF ABERDEEN, IN A
 DJ1058'SMALL CITY PARK, ACROSS THE STREET FROM THE MASONIC TEMPLE, AND NEAR
 DJ1058'THE SITE OF THE MUNICIPAL WATER TANK AND SWIMMING POOL.  IT IS 86
 DJ1058'FEET EAST OF THE CENTER OF MERIDIAN STREET, 185 FEET NORTH OF THE
 DJ1058'CENTER OF MARSHA STREET, 62.5 FEET NORTHWEST OF THE CENTER OF THE
 DJ1058'FEED PIPE FOR THE WATER TANK, 40 FEET NORTH WEST OF THE CORNER
 DJ1058'OF THE CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE WATER TANK,
 DJ1058'30 FEET NORTHWEST OF A 3-FOOT OAK TREE.  IT IS A STANDARD
 DJ1058'DISK, STAMPED ABERDEEN 1935, PROJECTING 8 INCHES.
 DJ1058'
 DJ1058'REFERENCE MARK NO. 1 IS 106.46 FEET NORTH OF THE STATION, ON THE
 DJ1058'EAST SIDE OF A CIRCULAR GARDENPLOT, 51 FEET SOUTHWEST OF A POWER
 DJ1058'POLE, 158 FEET NORTH OF THE FEED PIPE OF THE WATER TANK, 65 FEET
 DJ1058'NORTH-NORTHEAST OF A POWER POLE WITH A STREET LIGHT, AND 14 FEET
 DJ1058'EAST OF THE CENTER OF THE WATER FOUNTAIN IN THE CENTER OF THE
 DJ1058'CIRCULAR GARDEN.  IT IS A STANDARD DISK, SET IN A DRILL HOLE IN
 DJ1058'THE SIDEWALK AROUND THE CIRCULAR GARDEN AND STAMPED ABERDEEN NO 1
 DJ1058'1935.
 DJ1058'
 DJ1058'REFERENCE MARK NO. 2 IS 122.85 FEET EAST OF THE STATION, 111 FEET
 DJ1058'EAST NORTH EAST OF THE FEED PIPE FOR THE WATER TANK, 70 FEET NORTH
 DJ1058'OF THE NORTH SIDE OF THE SWIMMING POOL AND 8 FEET NORTHEAST OF
 DJ1058'THE NORTHEAST CORNER OF THE SHUTTLE BOARD.  IT IS A STANDARD DISK
 DJ1058'STAMPED ABERDEEN NO 2 1935, PROJECTING 4 INCHES.
 DJ1058'
 DJ1058'THE AZIMUTH MARK IS 375 YARDS SOUTH-SOUTHWEST OF THE STATION, 25
 DJ1058'FEET WEST OF THE CENTERLINE OF MERIDIAN STREET, 32 FEET NORTH
 DJ1058'OF THE CENTERLINE OF CANAL STREET, AND 65 FEET WEST OF THE
 DJ1058'SOUTHWEST CORNER OF THE TELEPHONE AND TELEGRAPH BUILDING.
 DJ1058'IT IS A STANDARD REFERENCE MARK DISK, STAMPED ABERDEEN AZI 1935,
 DJ1058'SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 DJ1058
 DJ1058                          STATION RECOVERY (1972)
 DJ1058
 DJ1058'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (SW)
 DJ1058'ABERDEEN 1935 1964 RECOVERED GOOD.
 DJ1058'
 DJ1058'ABERDEEN NO 1 1935 RECOVERED GOOD.
 DJ1058'
 DJ1058'ABERDEEN NO 2 1935 RECOVERED GOOD.
 DJ1058'
 DJ1058'ABERDEEN AZI 1935 RECOVERED GOOD.
 DJ1058
 DJ1058                          STATION RECOVERY (1977)
 DJ1058
 DJ1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 DJ1058'STATION WAS VISITED 6-17-77, AND ALL MARKS WERE RECOVERED IN GOOD
 DJ1058'CONDITION.  THE PREVIOUS DESCRIPTION BY A.K.H. IN 1964 IS ADEQUATE
 DJ1058'AND COMPLETE FOR RECOVERY AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1107 ***********************************************************************
 DJ1107  DESIGNATION -  ABERDEEN AZ MK
 DJ1107  PID         -  DJ1107
 DJ1107  STATE/COUNTY-  MS/MONROE
 DJ1107  USGS QUAD   -  ABERDEEN (1992)
 DJ1107
 DJ1107                         *CURRENT SURVEY CONTROL
 DJ1107  ___________________________________________________________________
 DJ1107* NAD 83(1986)-  33 49 38.     (N)    088 32 37.     (W)     SCALED    
 DJ1107* NAVD 88     -        64.816  (meters)     212.65   (feet)  ADJUSTED  
 DJ1107  ___________________________________________________________________
 DJ1107  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1107  DYNAMIC HT  -          64.750 (meters)     212.43  (feet)  COMP
 DJ1107  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DJ1107
 DJ1107  VERT ORDER  -  SECOND    CLASS 0
 DJ1107
 DJ1107.The horizontal coordinates were scaled from a topographic map and have
 DJ1107.an estimated accuracy of +/- 6 seconds.
 DJ1107
 DJ1107.The orthometric height was determined by differential leveling
 DJ1107.and adjusted in June 1991.
 DJ1107
 DJ1107.The geoid height was determined by GEOID03.
 DJ1107
 DJ1107.The dynamic height is computed by dividing the NAVD 88
 DJ1107.geopotential number by the normal gravity value computed on the
 DJ1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1107.degrees latitude (g = 980.6199 gals.).
 DJ1107
 DJ1107.The modeled gravity was interpolated from observed gravity values.
 DJ1107
 DJ1107;                    North         East    Units  Estimated Accuracy
 DJ1107;SPC MS E     -   479,820.      326,820.      MT  (+/- 180 meters Scaled)
 DJ1107
 DJ1107                          SUPERSEDED SURVEY CONTROL
 DJ1107
 DJ1107  NGVD 29 (??/??/92)   64.78   (m)          212.5    (f) COMPUTED    2 0
 DJ1107
 DJ1107.Superseded values are not recommended for survey control.
 DJ1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1107.See file dsdata.txt to determine how the superseded data were derived.
 DJ1107
 DJ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC571440(NAD 83)
 DJ1107_MARKER: DZ = AZIMUTH MARK DISK
 DJ1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1107_SP_SET: SIDEWALK
 DJ1107_STAMPING: ABERDEEN AZI 1935
 DJ1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1107
 DJ1107  HISTORY     - Date     Condition        Report By
 DJ1107  HISTORY     - 1935     MONUMENTED       CGS
 DJ1107  HISTORY     - 1964     GOOD             MSHD
 DJ1107
 DJ1107                          STATION DESCRIPTION
 DJ1107
 DJ1107'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1107'IN ABERDEEN.
 DJ1107'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO NORTH ON HICKORY
 DJ1107'STREET 0.10 MILE TO CANAL STREET, TURN RIGHT, EAST, ON CANAL STREET
 DJ1107'AND GO 0.10 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 DJ1107'CEMENT IN A DRILLED HOLE IN THE TOP OF A SIDEWALK, 34.4 FEET EAST OF
 DJ1107'THE SOUTHEST CORNER OF A HOUSE, 34.1 FEET NORTH OF THE CENTER OF CANAL
 DJ1107'STREET, 24.4 FEET WEST OF THE CENTER OF MERIDIAN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1898 ***********************************************************************
 DJ1898  DESIGNATION -  ABERDEEN C C DAY CO TANK
 DJ1898  PID         -  DJ1898
 DJ1898  STATE/COUNTY-  MS/MONROE
 DJ1898  USGS QUAD   -  ABERDEEN (1992)
 DJ1898
 DJ1898                         *CURRENT SURVEY CONTROL
 DJ1898  ___________________________________________________________________
 DJ1898* NAD 83(1993)-  33 49 50.60160(N)    088 30 52.14379(W)     ADJUSTED  
 DJ1898* NAVD 88     -              **(meters)            **(feet)            
 DJ1898  ___________________________________________________________________
 DJ1898  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DJ1898  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1898  HORZ ORDER  -  THIRD
 DJ1898
 DJ1898.The horizontal coordinates were established by classical geodetic methods
 DJ1898.and adjusted by the National Geodetic Survey in May 1994.
 DJ1898
 DJ1898
 DJ1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1898
 DJ1898.The geoid height was determined by GEOID03.
 DJ1898
 DJ1898;                    North         East     Units Scale Factor Converg.
 DJ1898;SPC MS E     -   480,217.490   329,513.676   MT  0.99996073   +0 10 39.1
 DJ1898;SPC MS E     - 1,575,513.55  1,081,079.45   sFT  0.99996073   +0 10 39.1
 DJ1898;UTM  16      - 3,744,418.427   359,857.581   MT  0.99984212   -0 50 35.9
 DJ1898
 DJ1898                          SUPERSEDED SURVEY CONTROL
 DJ1898
 DJ1898  NAD 83(1993)-  33 49 50.60640(N)    088 30 52.15810(W) AD(       ) 4
 DJ1898  NAD 83(1986)-  33 49 50.60996(N)    088 30 52.14271(W) AD(       ) 4
 DJ1898  NAD 27      -  33 49 50.17000(N)    088 30 52.21000(W) AD(       ) 3
 DJ1898
 DJ1898.Superseded values are not recommended for survey control.
 DJ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1898.See file dsdata.txt to determine how the superseded data were derived.
 DJ1898
 DJ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5985844418(NAD 83)
 DJ1898_MARKER: 51 = TANK
 DJ1898
 DJ1898  HISTORY     - Date     Condition        Report By
 DJ1898  HISTORY     - 1935     FIRST OBSERVED   CGS
 DJ1898  HISTORY     - 1963     GOOD             MSHD
 DJ1898
 DJ1898                          STATION DESCRIPTION
 DJ1898
 DJ1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1898'CENTER OF THE ALUMINUM WATER TANK AT C.C. DAY CO.
 DJ1898'
 DJ1898'CUT IN FROM STATIONS CRAIG AND ABERDEEN.
 DJ1898
 DJ1898                          STATION RECOVERY (1963)
 DJ1898
 DJ1898'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1898'THE STATION WAS VISITED 2-11-63 AND FOUND IN GOOD CONDITION.
 DJ1898'
 DJ1898'THE 1935 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1897 ***********************************************************************
 DJ1897  DESIGNATION -  ABERDEEN COUNTY CTHSE TOWER
 DJ1897  PID         -  DJ1897
 DJ1897  STATE/COUNTY-  MS/MONROE
 DJ1897  USGS QUAD   -  ABERDEEN (1992)
 DJ1897
 DJ1897                         *CURRENT SURVEY CONTROL
 DJ1897  ___________________________________________________________________
 DJ1897* NAD 83(1993)-  33 49 18.92415(N)    088 32 27.84265(W)     ADJUSTED  
 DJ1897* NAVD 88     -              **(meters)            **(feet)            
 DJ1897  ___________________________________________________________________
 DJ1897  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DJ1897  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1897  HORZ ORDER  -  THIRD
 DJ1897
 DJ1897.The horizontal coordinates were established by classical geodetic methods
 DJ1897.and adjusted by the National Geodetic Survey in May 1994.
 DJ1897
 DJ1897
 DJ1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1897
 DJ1897.The geoid height was determined by GEOID03.
 DJ1897
 DJ1897;                    North         East     Units Scale Factor Converg.
 DJ1897;SPC MS E     -   479,234.217   327,055.830   MT  0.99995902   +0 09 45.6
 DJ1897;SPC MS E     - 1,572,287.59  1,073,015.67   sFT  0.99995902   +0 09 45.6
 DJ1897;UTM  16      - 3,743,479.200   357,382.890   MT  0.99985074   -0 51 28.5
 DJ1897
 DJ1897                          SUPERSEDED SURVEY CONTROL
 DJ1897
 DJ1897  NAD 83(1993)-  33 49 18.93010(N)    088 32 27.84123(W) AD(       ) 4
 DJ1897  NAD 83(1986)-  33 49 18.93261(N)    088 32 27.84143(W) AD(       ) 4
 DJ1897  NAD 27      -  33 49 18.52000(N)    088 32 27.69000(W) AD(       ) 3
 DJ1897
 DJ1897.Superseded values are not recommended for survey control.
 DJ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1897.See file dsdata.txt to determine how the superseded data were derived.
 DJ1897
 DJ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5738343479(NAD 83)
 DJ1897_MARKER: 55 = TOWER
 DJ1897
 DJ1897  HISTORY     - Date     Condition        Report By
 DJ1897  HISTORY     - 1950     FIRST OBSERVED   CGS
 DJ1897  HISTORY     - 1963     GOOD             MSHD
 DJ1897
 DJ1897                          STATION DESCRIPTION
 DJ1897
 DJ1897'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1897'THE STATION IS THE CUPOLA ATOP THE CLOCK TOWER ON THE COURT HOUSE.
 DJ1897'IT IS LOCATED IN THE SOUTHEAST SECTION OF ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1899 ***********************************************************************
 DJ1899  DESIGNATION -  ABERDEEN MONROE CO COMP TANK
 DJ1899  PID         -  DJ1899
 DJ1899  STATE/COUNTY-  MS/MONROE
 DJ1899  USGS QUAD   -  ABERDEEN (1992)
 DJ1899
 DJ1899                         *CURRENT SURVEY CONTROL
 DJ1899  ___________________________________________________________________
 DJ1899* NAD 83(1993)-  33 49 56.27541(N)    088 32 41.84993(W)     ADJUSTED  
 DJ1899* NAVD 88     -              **(meters)            **(feet)            
 DJ1899  ___________________________________________________________________
 DJ1899  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DJ1899  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DJ1899  HORZ ORDER  -  THIRD
 DJ1899
 DJ1899.The horizontal coordinates were established by classical geodetic methods
 DJ1899.and adjusted by the National Geodetic Survey in May 1994.
 DJ1899
 DJ1899
 DJ1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1899
 DJ1899.The geoid height was determined by GEOID03.
 DJ1899
 DJ1899;                    North         East     Units Scale Factor Converg.
 DJ1899;SPC MS E     -   480,383.975   326,692.413   MT  0.99995878   +0 09 38.0
 DJ1899;SPC MS E     - 1,576,059.76  1,071,823.36   sFT  0.99995878   +0 09 38.0
 DJ1899;UTM  16      - 3,744,635.126   357,040.049   MT  0.99985195   -0 51 37.2
 DJ1899
 DJ1899                          SUPERSEDED SURVEY CONTROL
 DJ1899
 DJ1899  NAD 83(1993)-  33 49 56.28145(N)    088 32 41.84854(W) AD(       ) 4
 DJ1899  NAD 83(1986)-  33 49 56.28394(N)    088 32 41.84873(W) AD(       ) 4
 DJ1899  NAD 27      -  33 49 55.87100(N)    088 32 41.68800(W) AD(       ) 3
 DJ1899
 DJ1899.Superseded values are not recommended for survey control.
 DJ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1899.See file dsdata.txt to determine how the superseded data were derived.
 DJ1899
 DJ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5704044635(NAD 83)
 DJ1899_MARKER: 53 = ELEVATED TANK
 DJ1899
 DJ1899  HISTORY     - Date     Condition        Report By
 DJ1899  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1899  HISTORY     - 1963     GOOD             MSHD
 DJ1899
 DJ1899                          STATION DESCRIPTION
 DJ1899
 DJ1899'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1899'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF ABERDEEN, 2
 DJ1899'BLOCKS NORTH AND 1 BLOCK WEST OF THE MUNICIPAL WATER TANK.  IT IS
 DJ1899'A STEEL TANK WITH AN OVAL BOTTOM AND CONICAL TOP, PAINTED SILVER
 DJ1899'AND SUPPORTED BY A 4-TUBULAR LEGS.  THE POINT INTERSECTED WAS THE
 DJ1899'BALL ON THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1896 ***********************************************************************
 DJ1896  DESIGNATION -  ABERDEEN MUNICIPAL TANK
 DJ1896  PID         -  DJ1896
 DJ1896  STATE/COUNTY-  MS/MONROE
 DJ1896  USGS QUAD   -  ABERDEEN (1992)
 DJ1896
 DJ1896                         *CURRENT SURVEY CONTROL
 DJ1896  ___________________________________________________________________
 DJ1896* NAD 83(1993)-  33 49 42.64024(N)    088 32 36.28408(W)     ADJUSTED  
 DJ1896* NAVD 88     -              **(meters)            **(feet)            
 DJ1896  ___________________________________________________________________
 DJ1896  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DJ1896  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1896  HORZ ORDER  -  THIRD
 DJ1896
 DJ1896.The horizontal coordinates were established by classical geodetic methods
 DJ1896.and adjusted by the National Geodetic Survey in May 1994.
 DJ1896
 DJ1896
 DJ1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1896
 DJ1896.The geoid height was determined by GEOID03.
 DJ1896
 DJ1896;                    North         East     Units Scale Factor Converg.
 DJ1896;SPC MS E     -   479,964.284   326,836.703   MT  0.99995888   +0 09 41.0
 DJ1896;SPC MS E     - 1,574,682.82  1,072,296.75   sFT  0.99995888   +0 09 41.0
 DJ1896;UTM  16      - 3,744,212.976   357,176.825   MT  0.99985147   -0 51 33.8
 DJ1896
 DJ1896                          SUPERSEDED SURVEY CONTROL
 DJ1896
 DJ1896  NAD 83(1993)-  33 49 42.64628(N)    088 32 36.28273(W) AD(       ) 4
 DJ1896  NAD 83(1986)-  33 49 42.64875(N)    088 32 36.28285(W) AD(       ) 4
 DJ1896  NAD 27      -  33 49 42.23800(N)    088 32 36.12300(W) AD(       ) 3
 DJ1896
 DJ1896.Superseded values are not recommended for survey control.
 DJ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1896.See file dsdata.txt to determine how the superseded data were derived.
 DJ1896
 DJ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5717744213(NAD 83)
 DJ1896_MARKER: 51 = TANK
 DJ1896
 DJ1896  HISTORY     - Date     Condition        Report By
 DJ1896  HISTORY     - 1935     FIRST OBSERVED   CGS
 DJ1896  HISTORY     - 1963     GOOD             MSHD
 DJ1896
 DJ1896                          STATION DESCRIPTION
 DJ1896
 DJ1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1896'CENTER OF THE MUNICIPAL WATER TANK (BLACK).
 DJ1896'
 DJ1896'CUT IN FROM STATIONS CRAIG AND ABERDEEN.
 DJ1896
 DJ1896                          STATION RECOVERY (1963)
 DJ1896
 DJ1896'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1896'THE STATION AS VISITED 2-11-63 AND FOUND IN GOOD CONDITION.
 DJ1896'
 DJ1896'THE 1935 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1059 ***********************************************************************
 DJ1059  DESIGNATION -  ABERDEEN RM 1
 DJ1059  PID         -  DJ1059
 DJ1059  STATE/COUNTY-  MS/MONROE
 DJ1059  USGS QUAD   -  ABERDEEN (1992)
 DJ1059
 DJ1059                         *CURRENT SURVEY CONTROL
 DJ1059  ___________________________________________________________________
 DJ1059* NAD 83(1986)-  33 49 42.     (N)    088 32 36.     (W)     SCALED    
 DJ1059* NAVD 88     -        70.239  (meters)     230.44   (feet)  ADJUSTED  
 DJ1059  ___________________________________________________________________
 DJ1059  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1059  DYNAMIC HT  -          70.167 (meters)     230.21  (feet)  COMP
 DJ1059  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DJ1059
 DJ1059  VERT ORDER  -  SECOND    CLASS 0
 DJ1059
 DJ1059.The horizontal coordinates were scaled from a topographic map and have
 DJ1059.an estimated accuracy of +/- 6 seconds.
 DJ1059
 DJ1059.The orthometric height was determined by differential leveling
 DJ1059.and adjusted in June 1991.
 DJ1059
 DJ1059.The geoid height was determined by GEOID03.
 DJ1059
 DJ1059.The dynamic height is computed by dividing the NAVD 88
 DJ1059.geopotential number by the normal gravity value computed on the
 DJ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1059.degrees latitude (g = 980.6199 gals.).
 DJ1059
 DJ1059.The modeled gravity was interpolated from observed gravity values.
 DJ1059
 DJ1059;                    North         East    Units  Estimated Accuracy
 DJ1059;SPC MS E     -   479,950.      326,840.      MT  (+/- 180 meters Scaled)
 DJ1059
 DJ1059                          SUPERSEDED SURVEY CONTROL
 DJ1059
 DJ1059  NGVD 29 (??/??/92)   70.200  (m)          230.31   (f) ADJ UNCH    2 0
 DJ1059
 DJ1059.Superseded values are not recommended for survey control.
 DJ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1059.See file dsdata.txt to determine how the superseded data were derived.
 DJ1059
 DJ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC571441(NAD 83)
 DJ1059_MARKER: DR = REFERENCE MARK DISK
 DJ1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1059_SP_SET: SIDEWALK
 DJ1059_STAMPING: ABERDEEN NO. 1 1935
 DJ1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1059+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2007
 DJ1059
 DJ1059  HISTORY     - Date     Condition        Report By
 DJ1059  HISTORY     - 1935     MONUMENTED       CGS
 DJ1059  HISTORY     - 1964     GOOD             MSHD
 DJ1059  HISTORY     - 20070218 GOOD             MSSU
 DJ1059
 DJ1059                          STATION DESCRIPTION
 DJ1059
 DJ1059'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1059'IN ABERDEEN.
 DJ1059'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO NORTH ON HICKORY
 DJ1059'STREET 0.25 MILE TO MARSHALL STREET, TURN RIGHT, EAST ON MARSHALL
 DJ1059'STREET AND GO 0.1 MILE TO A CITY PARK AND THE MARK ON THE LEFT. THE
 DJ1059'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN A CONCRETE SIDEWALK.
 DJ1059'IT IS 107.35 FEET NORTH OF TRIANGULATION STATION ABERDEEN 1935, 51.0
 DJ1059'FEET SOUTHWEST OF A POWERLINE POLE, 87.0 FEET NORTH OF A 24 INCH OAK
 DJ1059'TREE, 65.3 FEET NORTHEAST OF A POWERLINE POLE WITH A LIGHT ON IT, 18
 DJ1059'FEET ABOVE THE LEVEL OF THE STREET AND FLUSH WITH THE GROUND.
 DJ1059
 DJ1059                          STATION RECOVERY (2007)
 DJ1059
 DJ1059'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (DH)
 DJ1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1060 ***********************************************************************
 DJ1060  DESIGNATION -  ABERDEEN RM 2
 DJ1060  PID         -  DJ1060
 DJ1060  STATE/COUNTY-  MS/MONROE
 DJ1060  USGS QUAD   -  ABERDEEN (1992)
 DJ1060
 DJ1060                         *CURRENT SURVEY CONTROL
 DJ1060  ___________________________________________________________________
 DJ1060* NAD 83(1986)-  33 49 42.     (N)    088 32 36.     (W)     SCALED    
 DJ1060* NAVD 88     -        69.981  (meters)     229.60   (feet)  ADJUSTED  
 DJ1060  ___________________________________________________________________
 DJ1060  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1060  DYNAMIC HT  -          69.910 (meters)     229.36  (feet)  COMP
 DJ1060  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DJ1060
 DJ1060  VERT ORDER  -  SECOND    CLASS 0
 DJ1060
 DJ1060.The horizontal coordinates were scaled from a topographic map and have
 DJ1060.an estimated accuracy of +/- 6 seconds.
 DJ1060
 DJ1060.The orthometric height was determined by differential leveling
 DJ1060.and adjusted in June 1991.
 DJ1060.WARNING-Repeat measurements at this control monument indicate possible
 DJ1060.vertical movement.
 DJ1060
 DJ1060.The geoid height was determined by GEOID03.
 DJ1060
 DJ1060.The dynamic height is computed by dividing the NAVD 88
 DJ1060.geopotential number by the normal gravity value computed on the
 DJ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1060.degrees latitude (g = 980.6199 gals.).
 DJ1060
 DJ1060.The modeled gravity was interpolated from observed gravity values.
 DJ1060
 DJ1060;                    North         East    Units  Estimated Accuracy
 DJ1060;SPC MS E     -   479,950.      326,840.      MT  (+/- 180 meters Scaled)
 DJ1060
 DJ1060                          SUPERSEDED SURVEY CONTROL
 DJ1060
 DJ1060  NGVD 29 (??/??/92)   69.948  (m)          229.49   (f) ADJ UNCH    2 0
 DJ1060
 DJ1060.Superseded values are not recommended for survey control.
 DJ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1060.See file dsdata.txt to determine how the superseded data were derived.
 DJ1060
 DJ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC571441(NAD 83)
 DJ1060_MARKER: DR = REFERENCE MARK DISK
 DJ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1060_STAMPING: ABERDEEN NO. 2 1935
 DJ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1060+STABILITY: SURFACE MOTION
 DJ1060
 DJ1060  HISTORY     - Date     Condition        Report By
 DJ1060  HISTORY     - 1935     MONUMENTED       CGS
 DJ1060  HISTORY     - 1964     GOOD             MSHD
 DJ1060
 DJ1060                          STATION DESCRIPTION
 DJ1060
 DJ1060'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ1060'IN ABERDEEN.
 DJ1060'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO NORTH ON HICKORY
 DJ1060'STREET 0.25 MILE TO MARSHALL STREET, TURN RIGHT, EAST, ON MARSHALL
 DJ1060'STREET AND GO 0.10 MILE TO A CITY PARK AND THE MARK ON THE LEFT. THE
 DJ1060'MARK IS A DISK SET IN THE TOP OF A 11 INCH ROUND, CONCRETE POST. IT IS
 DJ1060'123.65 FEET EAST OF TRIANGULATION STATION ABERDEEN 1935, 85.8 FEET
 DJ1060'EAST OF THE NORTHEAST CORNER OF A WATER TANK, 78.3 FEET NORTH OF A
 DJ1060'LAMP POST, 27.0 FEET SOUTH OF THE EAST CORNER OF A BUILDING, 18 FEET
 DJ1060'ABOVE THE LEVEL OF THE STREET AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2925 ***********************************************************************
 BH2925  DESIGNATION -  ABRAM
 BH2925  PID         -  BH2925
 BH2925  STATE/COUNTY-  MS/PEARL RIVER
 BH2925  USGS QUAD   -  FORDS CREEK (1986)
 BH2925
 BH2925                         *CURRENT SURVEY CONTROL
 BH2925  ___________________________________________________________________
 BH2925* NAD 83(1993)-  30 59 30.99580(N)    089 43 36.69190(W)     ADJUSTED  
 BH2925* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 BH2925  ___________________________________________________________________
 BH2925  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2925  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BH2925  HORZ ORDER  -  SECOND
 BH2925
 BH2925.The horizontal coordinates were established by classical geodetic methods
 BH2925.and adjusted by the National Geodetic Survey in May 1994.
 BH2925
 BH2925.The orthometric height was scaled from a topographic map.
 BH2925
 BH2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2925
 BH2925.The geoid height was determined by GEOID03.
 BH2925
 BH2925;                    North         East     Units Scale Factor Converg.
 BH2925;SPC MS E     -   165,726.197   214,659.960   MT  1.00003980   -0 27 36.4
 BH2925;SPC MS E     -   543,720.03    704,263.55   sFT  1.00003980   -0 27 36.4
 BH2925;UTM  16      - 3,431,901.159   239,609.128   MT  1.00043645   -1 24 17.6
 BH2925
 BH2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2925!SPC MS E     -   0.99999480  x   1.00003980  =   1.00003460
 BH2925!UTM  16      -   0.99999480  x   1.00043645  =   1.00043125
 BH2925
 BH2925|---------------------------------------------------------------------|
 BH2925| PID    Reference Object                     Distance      Geod. Az  |
 BH2925|                                                           dddmmss.s |
 BH2925| DD8263 ABRAM RM 2                           30.800 METERS 01637     |
 BH2925| DD8262 ABRAM AZ MK                                        0893844.6 |
 BH2925| BH2926 ABRAM 2                              16.973 METERS 09033     |
 BH2925| BH2929 ABRAM 1934 RM 1                      38.859 METERS 13040     |
 BH2925|---------------------------------------------------------------------|
 BH2925
 BH2925                          SUPERSEDED SURVEY CONTROL
 BH2925
 BH2925  NAD 83(1986)-  30 59 31.01053(N)    089 43 36.68915(W) AD(       ) 2
 BH2925  NAD 27      -  30 59 30.34673(N)    089 43 36.42331(W) AD(       ) 2
 BH2925
 BH2925.Superseded values are not recommended for survey control.
 BH2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2925.See file dsdata.txt to determine how the superseded data were derived.
 BH2925
 BH2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3960931901(NAD 83)
 BH2925_MARKER: DS = TRIANGULATION STATION DISK
 BH2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2925+STABILITY: SURFACE MOTION
 BH2925
 BH2925  HISTORY     - Date     Condition        Report By
 BH2925  HISTORY     - 1934     MONUMENTED       CGS
 BH2925  HISTORY     - 1942     MARK NOT FOUND   CGS
 BH2925  HISTORY     - 1959     GOOD             CGS
 BH2925
 BH2925                          STATION DESCRIPTION
 BH2925
 BH2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BH2925'EIGHTEEN MILES NORTH-NORTHEAST OF BOGALUSA, LA., ABOUT 1/2 MILE SOUTH
 BH2925'OF THE MARION-PEARL RIVER
 BH2925'COUNTY LINE, IN THE CENTER OF THE EAST EDGE OF
 BH2925'SEC. 6, T. 1 S., R. 17 W., ON A
 BH2925'PROMINENT BLUFF, LOCALLY KNOWN AS
 BH2925'HUNTS BLUFF, OVERLOOKING THE PEARL RIVER, ON THE
 BH2925'PROPERTY OF
 BH2925'SAM ABRAM ABOUT 25 FEET SOUTHWEST OF A TRIANGULAR-BLAZED
 BH2925'16-INCH OAK, 39
 BH2925'FEET SOUTHEAST OF A TRIANGULAR-BLAZED DEAD PINE,
 BH2925'AND ABOUT 50 FEET EAST-NORTHEAST
 BH2925'OF EDGE OF BLUFF.
 BH2925'
 BH2925'TO REACH FROM THE NEW ORLEANS AND GREAT NORTHERN RAILROAD
 BH2925'STATION IN
 BH2925'BOGALUSA, GO EAST ON STATE HIGHWAY 35 FOR 5.4 MILES TO
 BH2925'CROSSROADS, TURN LEFT (NORTH)
 BH2925'AND GO 2.8 MILES TO FORKS, TAKE LEFT
 BH2925'FORK AND GO 5.95 MILES TO FORKS, TAKE LEFT FORK
 BH2925'AND GO 3.1 MILES
 BH2925'TO CROSSROADS, CONTINUE NORTH FOR 2.1 MILES TO FORKS, TAKE LEFT
 BH2925'FORK FOR 4.5
 BH2925'MILES TO WOODS-ROAD TO LEFT, 15 FEET BEYOND RAILROAD
 BH2925'CROSSING, WHICH ROAD LEADS WEST
 BH2925'BETWEEN AN OLD SPUR SWITCH AND THE
 BH2925'MAIN TRACKS, TURN LEFT ON THIS WOODS-ROAD BETWEEN
 BH2925'TRACKS FOR 0.05
 BH2925'MILE TO THREE FORKS, TAKE THE EXTREME RIGHT FORK AND GO 0.15 MILE
 BH2925'TO FORKS, TAKE
 BH2925'RIGHT FORK AND GO 0.2 MILE TO FORKS, TAKE RIGHT
 BH2925'FORK AND GO 0.05 MILE TO FORKS,
 BH2925'TAKE LEFT FORK FOR 0.3 MILE TO
 BH2925'FORKS, TAKE RIGHT FORK AND GO 0.01 MILE TO A
 BH2925'TRIPLE-NOTCH BLAZED
 BH2925'TREE, TURN SHARP LEFT AND CONTINUE 0.45 MILE TO
 BH2925'TRIANGULAR-BLAZED
 BH2925'TREE ON LEFT AND THE STATION.
 BH2925'
 BH2925'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH2925'BRONZE DISKS SET
 BH2925'IN CONCRETE.
 BH2925'
 BH2925'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 15 FEET WEST OF
 BH2925'THE CENTER LINE OF
 BH2925'WOODS-ROAD, AND 7 FEET EAST OF AN 18-INCH OAK.
 BH2925'
 BH2925'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF STATION AND ABOUT
 BH2925'20 FEET
 BH2925'SOUTH-SOUTHEAST OF EDGE OF BLUFF.
 BH2925'
 BH2925'AZIMUTH MARK IS 0.2 MILE, AIRLINE, EAST OF STATION, 6 FEET
 BH2925'NORTHEAST OF A
 BH2925'TRIANGULAR-BLAZED 10-INCH PINE, AND ABOUT 6 FEET
 BH2925'WEST OF CENTER OF ROAD.
 BH2925'
 BH2925'TO REACH AZIMUTH MARK FROM STATION, KEEP MAIN WOODS-ROAD DUE
 BH2925'EAST FOR 0.7 MILE
 BH2925'TO TOP OF ADJACENT RIDGE AND MARK ON RIGHT
 BH2925'(WEST) SIDE OF ROAD.
 BH2925'
 BH2925'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 BH2925'
 BH2925'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH2925
 BH2925                          STATION RECOVERY (1942)
 BH2925
 BH2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JWW)
 BH2925'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 BH2925'
 BH2925'THE STATION MARK AND THE BLUFF, ON WHICH IT STOOD, HAVE CAVED
 BH2925'IN THE RIVER.  NO
 BH2925'OTHER MARKS WERE SEARCHED FOR.
 BH2925
 BH2925                          STATION RECOVERY (1959)
 BH2925
 BH2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2925'NOTE- THIS STATION WAS REPORTED DESTROYED BY J.W.W. IN 1942.
 BH2925'
 BH2925'THE STATION WAS VISITED 7-2-59 AND THE STATION MARK AND REFERENCE
 BH2925'MARK NO. 1 WAS FOUND IN GOOD
 BH2925'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED WHEN THE RIVER BANK IN
 BH2925'WHICH IT WAS SET CAVED INTO THE RIVER.
 BH2925'THE AZIMUTH MARK WAS NOT FOUND AFTER A THROUGH SEARCH.
 BH2925'THE STATION IS NOW 19 FEET EAST OF THE EDGE OF THE
 BH2925'RIVER BANK AND MAY BE IN DANGER OF CAVING
 BH2925'IN IN THE NEXT FEW YEARS.  A NEW STATION ABRAM 2 1959 WAS ESTABLISHED
 BH2925'55.69 FEET EAST OF THE MARK.
 BH2925'REFERENCE MARK NO. 3 WAS ESTABLISHED FOR THE NEW STATION.  REFERENCE
 BH2925'MARK NO. 1 WAS USED AS THE REFERENCE
 BH2925'MARK FOR THE NEW STATION.  THE STATION MARK WAS LEFT INTACT.
 BH2925'NO AZIMUTH MARK WAS ESTABLISHED FOR THE NEW
 BH2925'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2926 ***********************************************************************
 BH2926  DESIGNATION -  ABRAM 2
 BH2926  PID         -  BH2926
 BH2926  STATE/COUNTY-  MS/PEARL RIVER
 BH2926  USGS QUAD   -  FORDS CREEK (1986)
 BH2926
 BH2926                         *CURRENT SURVEY CONTROL
 BH2926  ___________________________________________________________________
 BH2926* NAD 83(1993)-  30 59 30.99047(N)    089 43 36.05219(W)     ADJUSTED  
 BH2926* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 BH2926  ___________________________________________________________________
 BH2926  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2926  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BH2926  HORZ ORDER  -  SECOND
 BH2926
 BH2926.The horizontal coordinates were established by classical geodetic methods
 BH2926.and adjusted by the National Geodetic Survey in May 1994.
 BH2926
 BH2926.The orthometric height was scaled from a topographic map.
 BH2926
 BH2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2926
 BH2926.The geoid height was determined by GEOID03.
 BH2926
 BH2926;                    North         East     Units Scale Factor Converg.
 BH2926;SPC MS E     -   165,725.896   214,676.931   MT  1.00003977   -0 27 36.1
 BH2926;SPC MS E     -   543,719.04    704,319.23   sFT  1.00003977   -0 27 36.1
 BH2926;SPC MS W     -   165,541.318   757,940.355   MT  0.99999139   +0 18 44.6
 BH2926;SPC MS W     -   543,113.47  2,486,675.98   sFT  0.99999139   +0 18 44.6
 BH2926;SPC LA S     -   277,307.093 1,153,461.531   MT  1.00007512   +0 48 12.0
 BH2926;SPC LA S     -   909,798.35  3,784,315.04   sFT  1.00007512   +0 48 12.0
 BH2926;UTM  16      - 3,431,900.578   239,626.099   MT  1.00043634   -1 24 17.3
 BH2926
 BH2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2926!SPC MS E     -   0.99999480  x   1.00003977  =   1.00003457
 BH2926!SPC MS W     -   0.99999480  x   0.99999139  =   0.99998619
 BH2926!SPC LA S     -   0.99999480  x   1.00007512  =   1.00006992
 BH2926!UTM  16      -   0.99999480  x   1.00043634  =   1.00043114
 BH2926
 BH2926|---------------------------------------------------------------------|
 BH2926| PID    Reference Object                     Distance      Geod. Az  |
 BH2926|                                                           dddmmss.s |
 BH2926| DD8264 ABRAM 2 RM 3                         14.438 METERS 05352     |
 BH2926| BH2929 ABRAM 1934 RM 1                      28.095 METERS 15335     |
 BH2926| BH2925 ABRAM                                16.973 METERS 27033     |
 BH2926|---------------------------------------------------------------------|
 BH2926
 BH2926                          SUPERSEDED SURVEY CONTROL
 BH2926
 BH2926  NAD 83(1986)-  30 59 31.00521(N)    089 43 36.04960(W) AD(       ) 2
 BH2926  NAD 27      -  30 59 30.34139(N)    089 43 35.78362(W) AD(       ) 2
 BH2926
 BH2926.Superseded values are not recommended for survey control.
 BH2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2926.See file dsdata.txt to determine how the superseded data were derived.
 BH2926
 BH2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3962631901(NAD 83)
 BH2926_MARKER: DS = TRIANGULATION STATION DISK
 BH2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2926+STABILITY: SURFACE MOTION
 BH2926
 BH2926  HISTORY     - Date     Condition        Report By
 BH2926  HISTORY     - 1959     MONUMENTED       CGS
 BH2926  HISTORY     - 1972     GOOD             MSHD
 BH2926
 BH2926                          STATION DESCRIPTION
 BH2926
 BH2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2926'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF POPULARVILLE, 9.0
 BH2926'MILES WEST OF LUMBERTON,
 BH2926'0.75 MILE SOUTH OF THE MARION-PEARL RIVER COUNTY LINE, AT THE WEST
 BH2926'EDGE OF SEC. 5, R.17 W., T 1 S., ON
 BH2926'PROPERTY OWNED BY MRS ABRAM AND ABOUT 1.25 MILE WEST OF HER
 BH2926'HOUSE.  IT IS ON THE TOP OF A PROMINENT BLUFF
 BH2926'OVERLOOKING THE BEND IN THE PEARL RIVER
 BH2926'LOCALLY KNOWN AS HUNTS BLUFF AND ABOUT 125 FEET ABOVE THE LEVEL
 BH2926'OF THE RIVER.  IT IS 72 FEET EAST
 BH2926'OF THE EDGE OF THE BLUFF, 43 FEET WEST OF THE CENTER OF A WOODS ROAD,
 BH2926'24 FEET WEST-SOUTHWEST OF A
 BH2926'TRIANGULAR BLAZED 10-INCH OAK TREE, AND 1 FOOT NORTH OF A METAL
 BH2926'WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BH2926'STANDARD DISK, STAMPED ABRAM 2 1959, PROJECTING
 BH2926'6 INCHES.
 BH2926'
 BH2926'REFERENCE MARK NO. 1 IS 92.17 FEET SOUTHEAST OF THE STATION, ON THE
 BH2926'SOUTHEAST SLOPE OF THE
 BH2926'HILL, 15 FEET SOUTHWEST OF THE CENTER OF THE WOODS ROAD AND 1 FOOT
 BH2926'SOUTH OF A METAL WITNESS POST
 BH2926'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED ABRAM NO 1
 BH2926'1934, PROJECTING 4 INCHES.
 BH2926'
 BH2926'REFERENCE MARK NO. 3 IS 47.37 FEET NORTHEAST OF THE STATION, ABOUT 3
 BH2926'FEET LOWER THAN THE STATION
 BH2926'AND 1 FOOT EAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS
 BH2926'A STANDARD DISK, STAMPED ABRAM 2 NO
 BH2926'3 1959, PROJECTING 6 INCHES.
 BH2926'
 BH2926'ABRAM 1934 IS 55.67 FEET WEST OF THE STATION, 19 FEET EAST OF THE
 BH2926'EDGE OF THE BLUFF, AND 16 FEET
 BH2926'EAST OF A LONE PINE TREE AT THE EDGE OF THE BLUFF.  IT IS A STANDARD
 BH2926'DISK, STAMPED ABRAM 1934,
 BH2926'PROJECTING 8 INCHES.
 BH2926'
 BH2926'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BH2926'
 BH2926'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 BH2926'STATE HIGHWAY 26 AND U.S.
 BH2926'HIGHWAY 11 IN POPULARVILLE, GO NORTH ON U.S. HIGHWAY 11 FOR 0.95 MILE
 BH2926'TO A SIDE ROAD LEFT, TURN LEFT AND
 BH2926'GO WEST AND NORTHWEST, PASSING TO THE NORTH OF THE HOSPITAL,
 BH2926'FOR 8.5 MILES TO A CROSS ROAD, CONTINUE NORTH
 BH2926'AND WEST FOR 3.8 MILES TO A T INTERSECTION
 BH2926'WITH A BLACK TOP ROAD, TURN RIGHT AND GO NORTH FOR 3.55 MILES TO
 BH2926'A SIDE ROAD LEFT, (AN OIL COMPANY
 BH2926'ROAD LEADING DOWN HILL TO THE PEARL RIVER), CONTINUE NORTH FOR 0.15
 BH2926'MILE TO A SIDE ROAD RIGHT TO MRS
 BH2926'ABRAMS HOUSE, CONTINUE NORTH FOR 0.4 MILE TO A SIDE ROAD LEFT,
 BH2926'TURN LEFT AND GO WEST FOR 1.0 MILE ON A
 BH2926'WOODS ROAD TO A FORK AND A DEEP BORROW PIT ON THE
 BH2926'LEFT, TURN RIGHT AND FOLLOW THE GAS LINE FOR 0.2 MILE TO
 BH2926'THE TOP OF THE NEXT HILL, TURN SHARP
 BH2926'LEFT AND FOLLOW ALONG THE TOP OF THE RIDGE FOR 0.15 MILE TO A FORK,
 BH2926'TAKE RIGHT FORK AND GO 0.45 MILE
 BH2926'TO THE STATION ON THE TOP OF THE BLUFF.
 BH2926
 BH2926                          STATION RECOVERY (1972)
 BH2926
 BH2926'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2926'THE STATION WAS VISITED 3-22-72 AND ALL MARKS WERE FOUND IN GOOD
 BH2926'CONDITION. NO
 BH2926'AZIMUTH WAS SET FOR THIS STATION.
 BH2926'
 BH2926'THE STATION IS LOCATED 15 MILES NORTHWEST OF POPLARVILLE ON TOP OF A
 BH2926'PROMINENT BLUFF OVERLOOKING
 BH2926'A BEND IN THE PEDAL RIVER, 9 MILES WEST OF LUMBERTON, 0.75 MILES
 BH2926'SOUTH OF THE MARION-PEARL RIVER
 BH2926'COUNTY LINE AT THE WEST EDGE OF SECTION 5, T 15,
 BH2926'R 17W.  IT IS 7 FEET EAST-SOUTHEAST OF THE EDGE OF
 BH2926'A BLUFF OVERLOOKING PEARL RIVER,
 BH2926'35 FEET WEST OF A 12 INCH BLAZED OAK, 46 FEET NORTHWEST OF A 14 INCH
 BH2926'BLAZED OAK AND IS ABOUT 125
 BH2926'FEET ABOVE THE RIVER BED.
 BH2926'
 BH2926'IT IS A TRIANGULATION DISK, STAMPED ABRAM 2 1959 PROJECTING 5 INCHES.
 BH2926'
 BH2926'REFERENCE MARK NO 1 IS 92.19 FEET SOUTHEAST OF THE STATION.  IT IS 4
 BH2926'FEET NORTH OF A 10
 BH2926'INCH BLAZED PINE, 11.5 FEET WEST OF A 10 INCH BLAZED OAK, 46 FEET
 BH2926'SOUTHEAST OF A 14 INCH BLAZED OAK AND
 BH2926'1.5 FEET SOUTHWEST OF A METAL WITNESS POST.  IT
 BH2926'IS A REFERENCE MARK DISK, STAMPED ABRAM NO 1
 BH2926'1935 PROJECTING 6 INCHES.
 BH2926'
 BH2926'REFERENCE MARK NO 3 IS 47.37 FEET NORTHEAST OF THE STATION.  IT IS 25
 BH2926'FEET EAST OF THE EDGE
 BH2926'OF A BLUFF, 7.5 FEET WEST OF A 6 INCH TWIN OAK, 47 FEET NORTH-
 BH2926'NORTHWEST OF A 12 INCH BLAZED OAK
 BH2926'AND 1.5 FEET EAST OF A METAL WITNESS POST.  IT
 BH2926'IS A REFERENCE MARK DISK, STAMPED ABROM 2 NO 3 1959
 BH2926'PROJECTING 3 INCHES.
 BH2926'
 BH2926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 BH2926'HIGHWAY 26 0.4 MILES WEST
 BH2926'OF POPLARVILLE GO NORTH ON U.S. HIGHWAY 11 FOR 1 MILE TO A SIDE
 BH2926'ROAD LEFT ON THE NORTH SIDE OF
 BH2926'THE HOSPITAL.  TURN LEFT AND GO WEST AND NORTHWEST
 BH2926'ON A BLACK TOP ROAD FOR 8.8 MILES TO A CROSSROAD.
 BH2926'CONTINUE NORTH AND WEST ON A
 BH2926'BLACK TOP ROAD FOR 3.85 MILES TO A T INTERSECTION.  TURN RIGHT AND
 BH2926'GO NORTHWEST ON STATE
 BH2926'HIGHWAY 43 FOR 4.8 MILES TO A TRACK ROAD AND A LOCKED GATE ON THE
 BH2926'LEFT.  TURN LEFT AND GO
 BH2926'NORTHWEST ON A TRACK ROAD ACROSS AN OPEN PASTURE FOR 0.25 MILES
 BH2926'TO A CATTLE PEN ON THE RIGHT AND
 BH2926'ANOTHER TRACK ROAD ON THE LEFT.  TURN LEFT AND
 BH2926'GO SOUTH ON A TRACK ROAD FOR 0.25 MILES TO LOCKED
 BH2926'GATE.  CONTINUE SOUTH ON A TRACK
 BH2926'ROAD FOLLOWING A CLEARING FOR 0.5 MILES TO ANOTHER LOCKED GATE.
 BH2926'THENCE WEST ON A TRACK ROAD ON
 BH2926'THE SOUTH SIDE OF A NET WIRE FENCE FOR 0.25 MILES TO ANOTHER LOCKED
 BH2926'GATE.  THENCE NORTHWEST ALONG A
 BH2926'TRACK ROAD FOR ABOUT 100 YARDS TO THE EDGE OF A BLUFF
 BH2926'AND THE STATION.
 BH2926'
 BH2926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES WEST OF
 BH2926'LUMBERTON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1953 ***********************************************************************
 DJ1953  DESIGNATION -  ACKERMAN CABLE TV CO MAST
 DJ1953  PID         -  DJ1953
 DJ1953  STATE/COUNTY-  MS/CHOCTAW
 DJ1953  USGS QUAD   -  ACKERMAN (1972)
 DJ1953
 DJ1953                         *CURRENT SURVEY CONTROL
 DJ1953  ___________________________________________________________________
 DJ1953* NAD 83(1993)-  33 18 02.36965(N)    089 10 09.79621(W)     ADJUSTED  
 DJ1953* NAVD 88     -              **(meters)            **(feet)            
 DJ1953  ___________________________________________________________________
 DJ1953  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DJ1953  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DJ1953  HORZ ORDER  -  THIRD
 DJ1953
 DJ1953.The horizontal coordinates were established by classical geodetic methods
 DJ1953.and adjusted by the National Geodetic Survey in May 1994.
 DJ1953
 DJ1953
 DJ1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1953
 DJ1953.The geoid height was determined by GEOID03.
 DJ1953
 DJ1953;                    North         East     Units Scale Factor Converg.
 DJ1953;SPC MS E     -   421,433.233   268,703.069   MT  0.99996207   -0 11 04.2
 DJ1953;SPC MS E     - 1,382,652.20    881,569.99   sFT  0.99996207   -0 11 04.2
 DJ1953;UTM  16      - 3,686,718.782   298,015.640   MT  1.00010302   -1 11 29.3
 DJ1953
 DJ1953                          SUPERSEDED SURVEY CONTROL
 DJ1953
 DJ1953  NAD 83(1986)-  33 18 02.38210(N)    089 10 09.79395(W) AD(       ) 4
 DJ1953  NAD 27      -  33 18 01.93283(N)    089 10 09.56205(W) AD(       ) 3
 DJ1953
 DJ1953.Superseded values are not recommended for survey control.
 DJ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1953.See file dsdata.txt to determine how the superseded data were derived.
 DJ1953
 DJ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9801686719(NAD 83)
 DJ1953_MARKER: 42 = RADIO/TV MAST
 DJ1953
 DJ1953  HISTORY     - Date     Condition        Report By
 DJ1953  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1953
 DJ1953                          STATION DESCRIPTION
 DJ1953
 DJ1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1953'THE STATION IS THE RED LIGHT ATOP THE ACKERMAN, CABLE
 DJ1953'TELEVISION COMPANY MAST THAT IS LOCATED NEAR THE SOUTH EDGE OF
 DJ1953'THE CITY OF ACKERMAN AND 0.4 MILE EAST OF STATE HIGHWAY 15.  THE
 DJ1953'MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 DJ1953'OF RED AND WHITE WITH A NUMBER OF ANTENNAS LOCATED NEAR THE
 DJ1953'TOP.  IT IS 300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1958 ***********************************************************************
 DJ1958  DESIGNATION -  ACKERMAN LOT
 DJ1958  PID         -  DJ1958
 DJ1958  STATE/COUNTY-  MS/CHOCTAW
 DJ1958  USGS QUAD   -  REFORM (1972)
 DJ1958
 DJ1958                         *CURRENT SURVEY CONTROL
 DJ1958  ___________________________________________________________________
 DJ1958* NAD 83(1993)-  33 23 24.21279(N)    089 10 18.68229(W)     ADJUSTED  
 DJ1958* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DJ1958  ___________________________________________________________________
 DJ1958  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DJ1958  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DJ1958  HORZ ORDER  -  THIRD
 DJ1958
 DJ1958.The horizontal coordinates were established by classical geodetic methods
 DJ1958.and adjusted by the National Geodetic Survey in May 1994.
 DJ1958
 DJ1958.The orthometric height was scaled from a topographic map.
 DJ1958
 DJ1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1958
 DJ1958.The geoid height was determined by GEOID03.
 DJ1958
 DJ1958;                    North         East     Units Scale Factor Converg.
 DJ1958;SPC MS E     -   431,349.055   268,505.390   MT  0.99996222   -0 11 10.7
 DJ1958;SPC MS E     - 1,415,184.36    880,921.43   sFT  0.99996222   -0 11 10.7
 DJ1958;UTM  16      - 3,696,637.945   297,992.455   MT  1.00010313   -1 11 44.4
 DJ1958
 DJ1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1958!SPC MS E     -   0.99997219  x   0.99996222  =   0.99993441
 DJ1958!UTM  16      -   0.99997219  x   1.00010313  =   1.00007531
 DJ1958
 DJ1958                          SUPERSEDED SURVEY CONTROL
 DJ1958
 DJ1958  NAD 83(1986)-  33 23 24.22441(N)    089 10 18.68066(W) AD(       ) 4
 DJ1958  NAD 27      -  33 23 23.77831(N)    089 10 18.44490(W) AD(       ) 3
 DJ1958
 DJ1958.Superseded values are not recommended for survey control.
 DJ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1958.See file dsdata.txt to determine how the superseded data were derived.
 DJ1958
 DJ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9799296638(NAD 83)
 DJ1958_MARKER: 57 = LOOKOUT TOWER
 DJ1958
 DJ1958  HISTORY     - Date     Condition        Report By
 DJ1958  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1958  HISTORY     - 1981     GOOD             MSU
 DJ1958
 DJ1958                          STATION DESCRIPTION
 DJ1958
 DJ1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1958'THE STATION IS THE CENTER OF THE BASE OF THE MISSISSIPPI STATE
 DJ1958'FOREST SERVICE, ACKERMAN LOOKOUT TOWER THAT IS LOCATED ABOUT
 DJ1958'10-1/2 MILES SOUTH OF MATHISTON, 4-1/2 MILES NORTH OF ACKERMAN
 DJ1958'AND 0.05 MILE WEST OF STATE HIGHWAY 15.  THE TOWER IS A FOUR
 DJ1958'LEGGED STEEL STRUCTURE 100 FEET IN HEIGHT SURMOUNTED BY A
 DJ1958'SMALL HOUSE.  THE OVERALL HEIGHT BEING 110 FEET.
 DJ1958'
 DJ1958'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHAW
 DJ1958'RM A 1970, THE DISTANCE BEING 153.15 FEET OR (46.680 METERS).
 DJ1958
 DJ1958                          STATION RECOVERY (1981)
 DJ1958
 DJ1958'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1981 (RB)
 DJ1958'THE STATION WAS RECOVERED IN GOOD CONDITION.  A PRECISE CONNECTION TO
 DJ1958'THE CENTER OF THE BASE OF THE SUPPORTING FRAME WAS MADE FROM MSU 8106.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1954 ***********************************************************************
 DJ1954  DESIGNATION -  ACKERMAN MUN TANK
 DJ1954  PID         -  DJ1954
 DJ1954  STATE/COUNTY-  MS/CHOCTAW
 DJ1954  USGS QUAD   -  ACKERMAN (1972)
 DJ1954
 DJ1954                         *CURRENT SURVEY CONTROL
 DJ1954  ___________________________________________________________________
 DJ1954* NAD 83(1993)-  33 17 59.58897(N)    089 10 32.81273(W)     ADJUSTED  
 DJ1954* NAVD 88     -              **(meters)            **(feet)            
 DJ1954  ___________________________________________________________________
 DJ1954  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DJ1954  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ1954  HORZ ORDER  -  THIRD
 DJ1954
 DJ1954.The horizontal coordinates were established by classical geodetic methods
 DJ1954.and adjusted by the National Geodetic Survey in May 1994.
 DJ1954
 DJ1954
 DJ1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1954
 DJ1954.The geoid height was determined by GEOID03.
 DJ1954
 DJ1954;                    North         East     Units Scale Factor Converg.
 DJ1954;SPC MS E     -   421,349.504   268,107.357   MT  0.99996254   -0 11 16.8
 DJ1954;SPC MS E     - 1,382,377.50    879,615.55   sFT  0.99996254   -0 11 16.8
 DJ1954;UTM  16      - 3,686,645.524   297,418.464   MT  1.00010600   -1 11 41.8
 DJ1954
 DJ1954                          SUPERSEDED SURVEY CONTROL
 DJ1954
 DJ1954  NAD 83(1986)-  33 17 59.60133(N)    089 10 32.81030(W) AD(       ) 4
 DJ1954  NAD 27      -  33 17 59.14911(N)    089 10 32.57706(W) AD(       ) 3
 DJ1954
 DJ1954.Superseded values are not recommended for survey control.
 DJ1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1954.See file dsdata.txt to determine how the superseded data were derived.
 DJ1954
 DJ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9741886646(NAD 83)
 DJ1954_MARKER: 53 = ELEVATED TANK
 DJ1954
 DJ1954  HISTORY     - Date     Condition        Report By
 DJ1954  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1954
 DJ1954                          STATION DESCRIPTION
 DJ1954
 DJ1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1954'THE STATION IS THE FINIAL KNOB ATOP THE ACKERMAN, MUNICIPAL
 DJ1954'WATER TANK THAT IS LOCATED ON A HIGH HILL NEAR THE SOUTH EDGE
 DJ1954'OF THE CITY OF ACKERMAN AND 0.1 MILE WEST OF STATE HIGHWAY 15.  THE
 DJ1954'TANK IS SPHERICAL IN SHAPE SUPPORTED BY FIVE TUBULAR STEEL
 DJ1954'LEGS AND IS PAINTED ALUMINUM IN COLOR WITH THE NAME ACKERMAN
 DJ1954'PAINTED ON THE NORTH AND SOUTH SIDES.  IT IS 70 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1952 ***********************************************************************
 DJ1952  DESIGNATION -  ACKERMAN TX E MW KKH
 DJ1952  PID         -  DJ1952
 DJ1952  STATE/COUNTY-  MS/CHOCTAW
 DJ1952  USGS QUAD   -  ACKERMAN (1972)
 DJ1952
 DJ1952                         *CURRENT SURVEY CONTROL
 DJ1952  ___________________________________________________________________
 DJ1952* NAD 83(1993)-  33 20 45.21578(N)    089 09 22.84575(W)     ADJUSTED  
 DJ1952* NAVD 88     -              **(meters)            **(feet)            
 DJ1952  ___________________________________________________________________
 DJ1952  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DJ1952  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DJ1952  HORZ ORDER  -  THIRD
 DJ1952
 DJ1952.The horizontal coordinates were established by classical geodetic methods
 DJ1952.and adjusted by the National Geodetic Survey in May 1994.
 DJ1952
 DJ1952
 DJ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1952
 DJ1952.The geoid height was determined by GEOID03.
 DJ1952
 DJ1952;                    North         East     Units Scale Factor Converg.
 DJ1952;SPC MS E     -   426,446.206   269,933.201   MT  0.99996114   -0 10 39.2
 DJ1952;SPC MS E     - 1,399,098.93    885,605.84   sFT  0.99996114   -0 10 39.2
 DJ1952;UTM  16      - 3,691,710.038   299,333.914   MT  1.00009647   -1 11 08.6
 DJ1952
 DJ1952                          SUPERSEDED SURVEY CONTROL
 DJ1952
 DJ1952  NAD 83(1986)-  33 20 45.22596(N)    089 09 22.84292(W) AD(       ) 4
 DJ1952  NAD 27      -  33 20 44.77651(N)    089 09 22.61065(W) AD(       ) 3
 DJ1952
 DJ1952.Superseded values are not recommended for survey control.
 DJ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1952.See file dsdata.txt to determine how the superseded data were derived.
 DJ1952
 DJ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9933491710(NAD 83)
 DJ1952_MARKER: 44 = MICROWAVE MAST
 DJ1952
 DJ1952  HISTORY     - Date     Condition        Report By
 DJ1952  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1952  HISTORY     - 1981     GOOD             MSU
 DJ1952
 DJ1952                          STATION DESCRIPTION
 DJ1952
 DJ1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1952'THE STATION IS THE RED LIGHT ATOP THE ACKERMAN, TEXAS EASTERN
 DJ1952'TRANSMISSION CORPORATION MICROWAVE MAST THAT IS LOCATED 3 MILES
 DJ1952'NORTH-NORTHEAST OF ACKERMAN AND 1 MILE NORTH OF STATE HIGHWAY
 DJ1952'12.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 DJ1952'ALTERNATE BANDS OF RED AND WHITE WITH FOUR DISH SHAPED ANTENNAS
 DJ1952'LOCATED NEAR THE TOP.  IT IS 380 FEET IN HEIGHT.
 DJ1952
 DJ1952                          STATION RECOVERY (1981)
 DJ1952
 DJ1952'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1981 (RB)
 DJ1952'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2011 ***********************************************************************
 DJ2011  DESIGNATION -  ACONA
 DJ2011  PID         -  DJ2011
 DJ2011  STATE/COUNTY-  MS/HOLMES
 DJ2011  USGS QUAD   -  BOWLING GREEN (1982)
 DJ2011
 DJ2011                         *CURRENT SURVEY CONTROL
 DJ2011  ___________________________________________________________________
 DJ2011* NAD 83(1993)-  33 14 56.39018(N)    089 59 14.78458(W)     ADJUSTED  
 DJ2011* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DJ2011  ___________________________________________________________________
 DJ2011  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DJ2011  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DJ2011  HORZ ORDER  -  SECOND
 DJ2011
 DJ2011.The horizontal coordinates were established by classical geodetic methods
 DJ2011.and adjusted by the National Geodetic Survey in May 1994.
 DJ2011
 DJ2011.The orthometric height was scaled from a topographic map.
 DJ2011
 DJ2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2011
 DJ2011.The geoid height was determined by GEOID03.
 DJ2011
 DJ2011;                    North         East     Units Scale Factor Converg.
 DJ2011;SPC MS W     -   415,706.787   732,232.194   MT  0.99996280   +0 11 22.7
 DJ2011;SPC MS W     - 1,363,864.68  2,402,331.79   sFT  0.99996280   +0 11 22.7
 DJ2011;UTM  16      - 3,682,872.056   221,661.636   MT  1.00055529   -1 38 20.4
 DJ2011;UTM  15      - 3,682,939.330   780,679.615   MT  1.00057143   +1 39 10.1
 DJ2011
 DJ2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2011!SPC MS W     -   0.99998444  x   0.99996280  =   0.99994724
 DJ2011!UTM  16      -   0.99998444  x   1.00055529  =   1.00053972
 DJ2011!UTM  15      -   0.99998444  x   1.00057143  =   1.00055586
 DJ2011
 DJ2011|---------------------------------------------------------------------|
 DJ2011| PID    Reference Object                     Distance      Geod. Az  |
 DJ2011|                                                           dddmmss.s |
 DJ2011| CF9282 ACONA RM 1                           21.015 METERS 16813     |
 DJ2011| CF9283 ACONA RM 2                           29.361 METERS 22400     |
 DJ2011| CF9281 ACONA AZ MK                                        2551749.0 |
 DJ2011|---------------------------------------------------------------------|
 DJ2011
 DJ2011                          SUPERSEDED SURVEY CONTROL
 DJ2011
 DJ2011  NAD 83(1986)-  33 14 56.40181(N)    089 59 14.78118(W) AD(       ) 2
 DJ2011  NAD 27      -  33 14 55.94940(N)    089 59 14.47640(W) AD(       ) 2
 DJ2011
 DJ2011.Superseded values are not recommended for survey control.
 DJ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2011.See file dsdata.txt to determine how the superseded data were derived.
 DJ2011
 DJ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2166282872(NAD 83)
 DJ2011_MARKER: DS = TRIANGULATION STATION DISK
 DJ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2011+STABILITY: SURFACE MOTION
 DJ2011
 DJ2011  HISTORY     - Date     Condition        Report By
 DJ2011  HISTORY     - 1959     MONUMENTED       CGS
 DJ2011  HISTORY     - 1972     GOOD             MSHD
 DJ2011  HISTORY     - 19740412 GOOD             USGS
 DJ2011
 DJ2011                          STATION DESCRIPTION
 DJ2011
 DJ2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2011'STATION IS LOCATED ABOUT 12 MILES WEST AND 3-1/2 MILES NORTH OF
 DJ2011'WEST, 2-1/4 MILES SOUTHEAST OF ACONA, 2 MILES SOUTH-SOUTHWEST OF
 DJ2011'THE HOLMES-CARROLL COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION
 DJ2011'16, T 16 N, R 3 E, IN A SCHOOL SECTION, ABOUT 50 YARDS SOUTH OF
 DJ2011'THE ACONA-EMORY COUNTY ROAD, AT THE NORTH END OF A SMALL CLEARING
 DJ2011'ON A HILL COVERED WITH A DENSE GROWTH OF SMALL LOCUST TREES.
 DJ2011'
 DJ2011'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 12 AND 17, AT THE NORTH
 DJ2011'EDGE OF LEXINGTON, GO NORTHERLY ON HIGHWAY 17 FOR 11.8 MILES TO
 DJ2011'AN ANGLING CROSSROAD AT AN OLD STORE BUILDING ON THE RIGHT.  TURN
 DJ2011'RIGHT, LEAVING HIGHWAY, AND FOLLOW GRAVELED ROAD SOUTHEASTERLY FOR
 DJ2011'0.1 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE SOUTHEASTERLY
 DJ2011'FOR 1.45 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEASTERLY FOR
 DJ2011'0.9 MILE TO A FARM ROAD RIGHT AND THE STATION ON THE HILL ABOUT
 DJ2011'80 YARDS TO THE SOUTHEAST.  TURN RIGHT AND FOLLOW FARM ROAD
 DJ2011'SOUTH, WEST AND SOUTH FOR 0.45 MILE TO A TRANSMISSION LINE
 DJ2011'CROSSING AND THE AZIMUTH MARK ON THE LEFT.
 DJ2011'
 DJ2011'STATION MARKS ARE STANDARD DISKS, STAMPED ACONA 1959.  UNDERGROUND
 DJ2011'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 DJ2011'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH
 DJ2011'SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS 95 FEET
 DJ2011'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN OLD ABANDONED LOG
 DJ2011'CABIN, 29 FEET NORTH OF AN EAST-WEST FENCE.  A METAL, WITNESS
 DJ2011'SIGNPOST WAS SET 2.5 FEET SOUTH OF THE MARK.
 DJ2011'
 DJ2011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ACONA NO 1 1959,
 DJ2011'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 6
 DJ2011'INCHES.  IT IS 70 FEET EAST OF THE CABIN CORNER, 33 FEET SOUTH
 DJ2011'OF THE FENCE AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 DJ2011'
 DJ2011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACONA NO 2 1959,
 DJ2011'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 5
 DJ2011'INCHES.  IT IS 57 FEET SOUTH OF THE FENCE, 14 FEET WEST OF THE
 DJ2011'CABIN CORNER AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 DJ2011'
 DJ2011'AZIMUTH MARK IS A STANDARD DISK, STAMPED ACONA 1959, SET IN THE
 DJ2011'TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT
 DJ2011'IS 66 FEET WEST-NORTHWEST OF THE SOUTHWEST ONE OF TWO TRANSMISSION
 DJ2011'LINE POLES, 36 FEET NORTHEAST OF AN 8 INCH FORKED OAK TREE AND
 DJ2011'16 FEET SOUTHEAST OF THE FARM ROAD CENTER.  A METAL, WITNESS
 DJ2011'SIGNPOST WAS SET 2.0 FEET NORTHWEST OF THE MARK.
 DJ2011'
 DJ2011'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 81.00 FT. OR
 DJ2011'24.688 METERS.
 DJ2011'
 DJ2011'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ2011
 DJ2011                          STATION RECOVERY (1972)
 DJ2011
 DJ2011'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DJ2011'THE STATION WAS VISITED 10-13-72 AND THE STATION MARK, RM NO 1, RM
 DJ2011'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 DJ2011'STATION MARK IS NOT VISIBLE FROM THE AZIMUTH.
 DJ2011'
 DJ2011'THE STATION IS LOCATED 10 MILES NORTH-NORTHEAST OF LEXINGTON, 12.5
 DJ2011'MILES WEST-NORTHWEST OF WEST, 2.3 MILES SOUTHEAST OF THE COMMUNITY
 DJ2011'OF ACONA ABOUT 80 YARDS SOUTHEAST OF THE JUNCTION OF ROADS AND IN
 DJ2011'THE SOUTHEAST 1/4 OF SECTION 16, T 16N, R 3E.  IT IS 175 FEET
 DJ2011'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 93 FEET SOUTH
 DJ2011'OF THE SOUTHEAST ONE OF TWO CEDARS, 30 FEET NORTH-NORTHEAST OF A
 DJ2011'FENCE, 37 FEET SOUTHEAST OF A 6 INCH TWIN CHINABERRY, 153 FEET
 DJ2011'SOUTH-SOUTHEAST OF THE EDGE OF A 10 FEET ROAD BANK AND 2.5 FEET
 DJ2011'NORTH OF A METAL WITNESS POST.
 DJ2011'
 DJ2011'IT IS A TRIANGULATION DISK, STAMPED ACONA 1959 PROJECTING 6 INCHES.
 DJ2011'
 DJ2011'REFERENCE MARK NO 1 IS 68.95 FEET SOUTH OF THE STATION.  IT IS 22
 DJ2011'FEET NORTH OF THE EDGE OF A GULLEY, 33 FEET SOUTH OF A FENCE, 37 FEET
 DJ2011'WEST OF A 9 INCH CEDAR AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 DJ2011'IS A REFERENCE MARK DISK, STAMPED ACONA NO 1 1959 PROJECTING 5
 DJ2011'INCHES.
 DJ2011'
 DJ2011'REFERENCE MARK NO 2 IS 96.33 FEET SOUTHWEST OF THE STATION.  IT IS 57
 DJ2011'FEET SOUTH OF A FENCE, 24 FEET EAST OF A 12 INCH CEDAR ON THE EDGE
 DJ2011'OF A GULLEY AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DJ2011'REFERENCE MARK DISK, STAMPED ACONA NO 2 1959 PROJECTING 6 INCHES.
 DJ2011'
 DJ2011'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 81.00 FEET.
 DJ2011'
 DJ2011'THE AZIMUTH MARK IS 0.25 MILES WEST-SOUTHWEST OF THE STATION.  IT IS
 DJ2011'19 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD, 66 FEET WEST OF POLE
 DJ2011'NO. 678, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS AN
 DJ2011'AZIMUTH MARK DISK, STAMPED ACONA 1959 PROJECTING 5 INCHES.
 DJ2011'
 DJ2011'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON GO NORTH ON
 DJ2011'STATE HIGHWAY 12 AND 17 FOR 0.3 MILES TO A FORK.  TAKE THE RIGHT
 DJ2011'FORK AND CONTINUE NORTH ON STATE HIGHWAY 17 FOR 11.9 MILES TO AN
 DJ2011'ANGLING CROSSROAD IN THE COMMUNITY OF ACONA.  TURN RIGHT AND GO
 DJ2011'EAST ON A GRAVELED ROAD FOR 0.1 MILES TO A FORK.  TAKE THE RIGHT
 DJ2011'FORK AND GO SOUTH ON A GRAVELED ROAD FOR 1.5 MILES TO A SIDE ROAD
 DJ2011'RIGHT.  CONTINUE SOUTHEAST ON A GRAVELED ROAD FOR 0.95 MILES TO A
 DJ2011'SIDE ROAD RIGHT, AND THE STATION ON THE RIGHT JUST BEYOND.  TO REACH
 DJ2011'THE AZIMUTH MARK TURN RIGHT AND GO SOUTHEAST ON A DIRT ROAD FOR 0.4
 DJ2011'MILES TO A HIGH POWER LINE CROSSING AND THE MARK ON THE LEFT.
 DJ2011'
 DJ2011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DJ2011'NORTH-NORTHEAST OF LEXINGTON.
 DJ2011
 DJ2011                          STATION RECOVERY (1974)
 DJ2011
 DJ2011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DJ2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1796 ***********************************************************************
 DK1796  DESIGNATION -  ADAIR
 DK1796  PID         -  DK1796
 DK1796  STATE/COUNTY-  MS/CARROLL
 DK1796  USGS QUAD   -  BLACK HAWK (1982)
 DK1796
 DK1796                         *CURRENT SURVEY CONTROL
 DK1796  ___________________________________________________________________
 DK1796* NAD 83(1993)-  33 18 21.44577(N)    090 03 44.57163(W)     ADJUSTED  
 DK1796* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 DK1796  ___________________________________________________________________
 DK1796  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DK1796  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DK1796  HORZ ORDER  -  THIRD
 DK1796
 DK1796.The horizontal coordinates were established by classical geodetic methods
 DK1796.and adjusted by the National Geodetic Survey in May 1994.
 DK1796
 DK1796.The orthometric height was scaled from a topographic map.
 DK1796
 DK1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1796
 DK1796.The geoid height was determined by GEOID03.
 DK1796
 DK1796;                    North         East     Units Scale Factor Converg.
 DK1796;SPC MS W     -   422,003.275   725,232.385   MT  0.99995785   +0 08 55.6
 DK1796;SPC MS W     - 1,384,522.41  2,379,366.58   sFT  0.99995785   +0 08 55.6
 DK1796;UTM  15      - 3,689,058.486   773,517.000   MT  1.00052247   +1 36 50.7
 DK1796;UTM  16      - 3,689,392.906   214,862.275   MT  1.00060253   -1 40 57.8
 DK1796
 DK1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1796!SPC MS W     -   0.99998772  x   0.99995785  =   0.99994557
 DK1796!UTM  15      -   0.99998772  x   1.00052247  =   1.00051019
 DK1796!UTM  16      -   0.99998772  x   1.00060253  =   1.00059025
 DK1796
 DK1796|---------------------------------------------------------------------|
 DK1796| PID    Reference Object                     Distance      Geod. Az  |
 DK1796|                                                           dddmmss.s |
 DK1796| CY5136 ADAIR RM 2                           20.968 METERS 11209     |
 DK1796| CY5134 ADAIR AZ MK                                        1135141.7 |
 DK1796| CY5135 ADAIR RM 1                           32.559 METERS 35252     |
 DK1796|---------------------------------------------------------------------|
 DK1796
 DK1796                          SUPERSEDED SURVEY CONTROL
 DK1796
 DK1796  NAD 83(1986)-  33 18 21.45730(N)    090 03 44.56819(W) AD(       ) 3
 DK1796  NAD 27      -  33 18 21.02050(N)    090 03 44.26820(W) AD(       ) 3
 DK1796
 DK1796.Superseded values are not recommended for survey control.
 DK1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1796.See file dsdata.txt to determine how the superseded data were derived.
 DK1796
 DK1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7351789058(NAD 83)
 DK1796_MARKER: DS = TRIANGULATION STATION DISK
 DK1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1796
 DK1796  HISTORY     - Date     Condition        Report By
 DK1796  HISTORY     - 1959     MONUMENTED       CGS
 DK1796  HISTORY     - 1968     GOOD             MSHD
 DK1796
 DK1796                          STATION DESCRIPTION
 DK1796
 DK1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DK1796'STATION IS LOCATED ABOUT 8-1/2 MILES EAST AND 7-1/4 MILES
 DK1796'SOUTH OF SIDON, 3 MILES WEST AND 1-1/2 MILES SOUTH OF BLACKHAWK,
 DK1796'1/4 MILE NORTH-NORTHEAST OF THE CARROLL-HOLMES COUNTY LINE,
 DK1796'IN THE SOUTHWEST 1/4 OF SECTION 26, T 17 N, R 2 E, ON THE
 DK1796'HIGHEST PART OF A SMALL, BARE RISE NEAR THE NORTHEAST CORNER
 DK1796'OF A LARGE CULTIVATED FIELD, AND ON PROPERTY OWNED BY MR.
 DK1796'M.T. WATKINS OF VAIDEN.
 DK1796'
 DK1796'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 17, AT
 DK1796'THE NORTH EDGE OF LEXINGTON, GO NORTHERLY ON HIGHWAY 17 FOR
 DK1796'13.0 MILES TO THE END OF THE SURFACING AT THE HOLMES-CARROLL
 DK1796'COUNTY LINE.  CONTINUE NORTH ON HIGHWAY (GRAVELED) FOR 0.75
 DK1796'MILE TO A CROSSROAD.  TURN LEFT, LEAVING HIGHWAY, AND FOLLOW
 DK1796'GRAVELED ROAD WEST FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT
 DK1796'FORK AND CONTINUE WESTERLY FOR 2.25 MILES TO A HOUSE AND
 DK1796'DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 DK1796'CONTINUE WEST-NORTHWEST FOR 0.5 MILE TO A ROAD CURVE RIGHT
 DK1796'AND THE STATION ON THE LEFT.
 DK1796'
 DK1796'STATION MARKS ARE STANDARD DISKS, STAMPED ADAIR 1959.  UNDERGROUND
 DK1796'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 DK1796'THE GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN
 DK1796'11 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS
 DK1796'142 FEET SOUTH OF THE INTERSECTION OF THE CENTER LINES OF
 DK1796'THE GRAVELED ROAD AND FARM ROAD WEST, 118 FEET SOUTHWEST
 DK1796'OF THE APPROXIMATE CENTER OF THE ROAD CURVE AND 108 FEET
 DK1796'WEST-SOUTHWEST OF THE GRAVELED ROAD CENTER.  A METAL, WITNESS
 DK1796'SIGNPOST WAS SET 2.2 FEET EAST OF THE MARK.
 DK1796'
 DK1796'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAIR NO 1 1959,
 DK1796'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 DK1796'4 INCHES.  IT IS 71 FEET WEST OF THE GRAVELED ROAD CENTER,
 DK1796'61 FEET WEST OF THE INTERSECTION, 40 FEET SOUTH OF THE FARM
 DK1796'ROAD CENTER AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 DK1796'
 DK1796'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAIR NO 2 1959,
 DK1796'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 DK1796'4 INCHES.  IT IS 164 FEET SOUTH-SOUTHWEST OF THE INTERSECTION,
 DK1796'76 FEET SOUTHWEST OF THE GRAVELED ROAD CENTER AND ABOUT 2
 DK1796'FEET LOWER THAN THE STATION MARK.
 DK1796'
 DK1796'AZIMUTH MARK IS A STANDARD DISK, STAMPED ADAIR 1959, SET
 DK1796'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 DK1796'4 INCHES.  IT IS 131 FEET WEST-SOUTHWEST OF A POWER LINE
 DK1796'POLE, 50 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES
 DK1796'OF THE GRAVELED ROAD AND DRIVEWAY AND 39 FEET NORTH OF THE
 DK1796'GRAVELED ROAD CENTER.  A METAL, WITNESS SIGNPOST WAS SET
 DK1796'1.9 FEET SOUTH OF THE MARK.
 DK1796'
 DK1796'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 152.72 FEET
 DK1796'(46.549 METERS).
 DK1796'
 DK1796'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DK1796
 DK1796                          STATION RECOVERY (1968)
 DK1796
 DK1796'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK1796'THE STATION WAS VISITED 5-8-68 AND THE STATION MARK, REFERENCE
 DK1796'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1796'CONDITION.
 DK1796'
 DK1796'THE STATION IS LOCATED 3.2 MILES SOUTHWEST OF THE APPROXIMATE
 DK1796'CENTER OF BLACK HAWK ON A HILL COVERED WITH PINES, 0.3 MILE
 DK1796'NORTH OF THE HOLMES-CARROLL COUNTY LINE, 18.5 MILES WEST
 DK1796'SOUTHWEST OF VAIDEN, IN THE SOUTHWEST 1/4 OF SECTION 26,
 DK1796'T 17 N, R 2 E AND ON PROPERTY OWNED BY MR. M.T. WATKINS.
 DK1796'IT IS 142 FEET SOUTHWEST OF THE CENTER OF THE T INTERSECTION
 DK1796'118 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE CURVE
 DK1796'OF THE GRAVELED ROAD, 108 FEET WEST SOUTHWEST OF THE CENTER
 DK1796'OF THE GRAVELED ROAD, 107 FEET SOUTH OF THE CENTER OF THE
 DK1796'FARM ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST.
 DK1796'
 DK1796'IT IS A STANDARD TRIANGULATION DISK, STAMPED ADAIR 1959 PROJECTING
 DK1796'6 INCHES.
 DK1796'
 DK1796'REFERENCE MARK NO. 1 IS 106.82 FEET NORTH OF THE STATION.
 DK1796'IT IS 72 FEET WEST SOUTHWEST OF THE CENTER OF THE T INTERSECTION,
 DK1796'73 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 40 FEET
 DK1796'SOUTH OF THE CENTER OF THE FARM ROAD, AND 1 FOOT SOUTH OF
 DK1796'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED ADAIR
 DK1796'NO 1 1959 PROJECTING 3 INCHES.
 DK1796'
 DK1796'REFERENCE MARK NO. 2 IS 68.80 FEET SOUTHEAST OF THE STATION.
 DK1796'IT IS 164 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE T INTERSECTION,
 DK1796'76 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, AND 1
 DK1796'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DK1796'REFERENCE MARK DISK STAMPED ADAIR NO 2 1959 PROJECTING INCHES.
 DK1796'
 DK1796'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 152.72
 DK1796'FEET.
 DK1796'
 DK1796'THE AZIMUTH MARK IS 0.5 MILE EAST SOUTHEAST OF THE STATION.
 DK1796'IT IS 39 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 DK1796'OF THE DRIVEWAY WITH THE GRAVELED ROAD, 38 FEET NORTHEAST
 DK1796'OF THE CENTER OF THE GRAVELED ROAD, 8.5 FEET NORTHEAST OF
 DK1796'A FENCE, 131 FEET WEST OF A POWER LINE POLE AND 1.5 FEET
 DK1796'NORTHEAST OF A METAL WITNESS POST.  (NOTE) THE STATION IS
 DK1796'NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH
 DK1796'MARK DISK, STAMPED ADAIR 1959 PROJECTING 4 INCHES.
 DK1796'
 DK1796'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY
 DK1796'430 AND MISSISSIPPI HIGHWAY 17 AT THE EAST EDGE OF BLACK
 DK1796'HAWK GO SOUTH ON MISSISSIPPI HIGHWAY 17 FOR 1.8 MILES TO A
 DK1796'CROSSROADS.  TURN RIGHT (WEST) AND CONTINUE ON AN ALL WEATHER
 DK1796'ROAD FOR 2.35 MILES TO A DRIVEWAY LEFT AND THE AZIMUTH ON
 DK1796'THE RIGHT AS DESCRIBED.  CONTINUE NORTHWEST ON AN ALL WEATHER
 DK1796'ROAD FOR 0.45 MILE TO A FARM ROAD AND THE STATION ON THE
 DK1796'LEFT AS DESCRIBED.
 DK1796'
 DK1796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES
 DK1796'SOUTHWEST OF BLACK HAWK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0768 ***********************************************************************
 DJ0768  DESIGNATION -  ADAMS
 DJ0768  PID         -  DJ0768
 DJ0768  STATE/COUNTY-  MS/NOXUBEE
 DJ0768  USGS QUAD   -  MASHULAVILLE (1982)
 DJ0768
 DJ0768                         *CURRENT SURVEY CONTROL
 DJ0768  ___________________________________________________________________
 DJ0768* NAD 83(1993)-  33 05 55.00637(N)    088 37 58.37946(W)     ADJUSTED  
 DJ0768* NAVD 88     -        79.340  (meters)     260.30   (feet)  ADJUSTED  
 DJ0768  ___________________________________________________________________
 DJ0768  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DJ0768  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0768  DYNAMIC HT  -          79.252 (meters)     260.01  (feet)  COMP
 DJ0768  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 DJ0768
 DJ0768  HORZ ORDER  -  FIRST
 DJ0768  VERT ORDER  -  SECOND    CLASS 0
 DJ0768
 DJ0768.The horizontal coordinates were established by classical geodetic methods
 DJ0768.and adjusted by the National Geodetic Survey in May 1994.
 DJ0768
 DJ0768.The orthometric height was determined by differential leveling
 DJ0768.and adjusted in June 1991.
 DJ0768
 DJ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0768
 DJ0768.The geoid height was determined by GEOID03.
 DJ0768
 DJ0768.The dynamic height is computed by dividing the NAVD 88
 DJ0768.geopotential number by the normal gravity value computed on the
 DJ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0768.degrees latitude (g = 980.6199 gals.).
 DJ0768
 DJ0768.The modeled gravity was interpolated from observed gravity values.
 DJ0768
 DJ0768;                    North         East     Units Scale Factor Converg.
 DJ0768;SPC MS E     -   398,993.385   318,710.924   MT  0.99995431   +0 06 34.1
 DJ0768;SPC MS E     - 1,309,030.80  1,045,637.42   sFT  0.99995431   +0 06 34.1
 DJ0768;UTM  16      - 3,663,405.161   347,624.379   MT  0.99988628   -0 53 30.7
 DJ0768
 DJ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0768!SPC MS E     -   0.99999202  x   0.99995431  =   0.99994633
 DJ0768!UTM  16      -   0.99999202  x   0.99988628  =   0.99987830
 DJ0768
 DJ0768:                Primary Azimuth Mark                     Grid Az
 DJ0768:SPC MS E     -  BROOKSVILLE MUNICIPAL TANK               017 16 57.0
 DJ0768:UTM  16      -  BROOKSVILLE MUNICIPAL TANK               018 17 01.8
 DJ0768
 DJ0768|---------------------------------------------------------------------|
 DJ0768| PID    Reference Object                     Distance      Geod. Az  |
 DJ0768|                                                           dddmmss.s |
 DJ0768| DJ1877 BROOKSVILLE MUNICIPAL TANK          APPROX.15.6 KM 0172331.1 |
 DJ0768| DJ1880 MACON RAD STA WMBC MAST             APPROX. 6.0 KM 0680152.2 |
 DJ0768| DJ1882 MACON IMPERIAL COTTON OIL TANK      APPROX. 6.3 KM 0680832.1 |
 DJ0768| DJ1881 MACON FED COMP AND WHSE TANK        APPROX. 6.1 KM 0703602.4 |
 DJ0768| DJ1879 MACON MUNICIPAL TANK                APPROX. 7.2 KM 0780414.1 |
 DJ0768| DJ1883 MACON COUNTY CTHSE CUPOLA           APPROX. 6.8 KM 0831906.9 |
 DJ0768| CF9284 ADAMS AZ MK RESET                                  1002632.0 |
 DJ0768| DJ0769 ADAMS RM 1                           37.801 METERS 25420     |
 DJ0768| DJ0770 ADAMS RM 2                           22.927 METERS 33952     |
 DJ0768|---------------------------------------------------------------------|
 DJ0768
 DJ0768                          SUPERSEDED SURVEY CONTROL
 DJ0768
 DJ0768  NAD 83(1993)-  33 05 55.01297(N)    088 37 58.37825(W) AD(       ) 1
 DJ0768  NAD 83(1986)-  33 05 55.01649(N)    088 37 58.37999(W) AD(       ) 1
 DJ0768  NAD 27      -  33 05 54.56000(N)    088 37 58.21600(W) AD(       ) 1
 DJ0768  NGVD 29 (??/??/92)   79.306  (m)          260.19   (f) ADJ UNCH    2 0
 DJ0768
 DJ0768.Superseded values are not recommended for survey control.
 DJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0768.See file dsdata.txt to determine how the superseded data were derived.
 DJ0768
 DJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4762463405(NAD 83)
 DJ0768_MARKER: DS = TRIANGULATION STATION DISK
 DJ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0768_STAMPING: ADAMS 1935
 DJ0768_MARK LOGO: CGS   
 DJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0768+STABILITY: SURFACE MOTION
 DJ0768
 DJ0768  HISTORY     - Date     Condition        Report By
 DJ0768  HISTORY     - 1935     MONUMENTED       CGS
 DJ0768  HISTORY     - 1935     GOOD             CGS
 DJ0768  HISTORY     - 1955     GOOD             CGS
 DJ0768  HISTORY     - 1963     GOOD             CGS
 DJ0768  HISTORY     - 1968     GOOD             CGS
 DJ0768
 DJ0768                          STATION DESCRIPTION
 DJ0768
 DJ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ0768'ABOUT 4 MILES WEST BY SOUTH OF MACON ON THE SOUTH SIDE OF
 DJ0768'MACON-LOUISVILLE ROAD, WHICH IS STATE HIGHWAY 14, ON PROPERTY OWNED
 DJ0768'AND OCCUPIED BY S.W. ADAMS, ABOUT 40 YARDS SOUTHWEST OF THE
 DJ0768'SOUTHWEST CORNER OF THE ADAMS HOUSE, ABOUT 85 YARDS SOUTH-SOUTHWEST
 DJ0768'OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A PICKET FENCE,
 DJ0768'95 FEET NORTH-NORTHWEST OF THE SOUTH END OF SAID PICKET FENCE,
 DJ0768'AND ABOUT 1 INCH UNDERGROUND.
 DJ0768'
 DJ0768'TO REACH FROM THE COURTHOUSE IN MACON, GO SOUTH ON U.S. HIGHWAY 45
 DJ0768'AND STATE HIGHWAY 14 FOR 2.0 MILES TO WHERE U.S. HIGHWAY 45 TURNS
 DJ0768'LEFT AND STATE HIGHWAY 14 GOES STRAIGHT AHEAD, CONTINUE STRAIGHT
 DJ0768'AHEAD ON STATE HIGHWAY 14 FOR 2.7 MILES TO THE ADAMS HOUSE ON LEFT
 DJ0768'AND STATION SITE.
 DJ0768'
 DJ0768'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 DJ0768'DISKS SET IN CONCRETE.
 DJ0768'
 DJ0768'REFERENCE MARK NO.1 IS WEST OF THE STATION, ALONG THE FENCE
 DJ0768'LINE AND 1 FOOT SOUTHEAST OF IT, 20 FEET EAST-SOUTHEAST OF A 24-INCH
 DJ0768'OAK, AND PROJECTS ABOUT 4 INCHES.
 DJ0768'
 DJ0768'REFERENCE MARK NO.2 IS NORTH-NORTHWEST OF THE STATION, 20 FEET
 DJ0768'NORTH-NORTHWEST OF A FENCE LINE, AND PROJECTS 3 INCHES.
 DJ0768'
 DJ0768'AZIMUTH MARK IS NORTHWEST OF THE STATION, ALONG ROAD BEYOND
 DJ0768'THE STATION, 20 FEET SOUTH OF THE CENTER LINE, AT A POINT WHERE THE
 DJ0768'MAIN ROAD TURNS GRADUALLY LEFT AND A T-ROAD TURNS OUT TO THE RIGHT.
 DJ0768'
 DJ0768'STATIONS DANIEL, BEAVER AND BEVEL ARE VISIBLE FROM THE GROUND.
 DJ0768'
 DJ0768'A 77-FOOT TOWER WILL CLEAR ALL OTHER LINES.
 DJ0768'
 DJ0768'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 DJ0768
 DJ0768                          STATION RECOVERY (1935)
 DJ0768
 DJ0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DJ0768'5.0 MI W FROM MACON.
 DJ0768'5.0 MILES WEST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT MACON,
 DJ0768'NOXUBEE COUNTY, 125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DJ0768'SOUTHWEST ADAMS RESIDENCE, 230 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DJ0768'HIGHWAY, 10 FEET WEST OF A FENCE, AND 1 FOOT UNDER GROUND.  A STANDARD
 DJ0768'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST.
 DJ0768
 DJ0768                          STATION RECOVERY (1955)
 DJ0768
 DJ0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0768'STATION MARK, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED AND FOUND
 DJ0768'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 DJ0768'COULD NOT BE FOUND, A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 DJ0768'TIME.  THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED BUT DID NOT
 DJ0768'CHECK TO REFERENCE MARK NO. 2.  THE DIRECTIONS TO BOTH MARKS DID
 DJ0768'NOT CHECK.
 DJ0768'
 DJ0768'THE FENCE LINES AND THE 24 INCH OAK TREE MENTIONED IN THE 1935
 DJ0768'DESCRIPTION ARE NO LONGER THERE.  THE FOLLOWING NOTES SHOULD BE
 DJ0768'COMPILED WITH THE 1935 DESCRIPTION.
 DJ0768'
 DJ0768'STATION MARK IS IN A NORTH-SOUTH FENCE LINE, 9 FEET NORTHWEST OF
 DJ0768'THE NORTHWEST CORNER OF A SMALL SHED AND 1 FOOT NORTHEAST OF A WHITE
 DJ0768'WITNESS POST.  THE MARK IS UNDERGROUND ABOUT 12 INCHES.  STATION IS
 DJ0768'NOW ON PROPERTY OWNED BY GEORGE W. TAYLOR.
 DJ0768'
 DJ0768'REFERENCE MARK NO. 1 IS 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DJ0768'OF A BARN AND 28 FEET NORTH OF A FENCE LINE.
 DJ0768'
 DJ0768'REFERENCE MARK NO. 2 IS 27 FEET WEST OF A FENCE LINE.
 DJ0768'
 DJ0768'AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF STATE HIGHWAY 14, 2
 DJ0768'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 DJ0768'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ADAMS 1935 RESET
 DJ0768'1955.
 DJ0768'
 DJ0768'THE 1935 TO REACH DID NOT CHECK, A NEW TO REACH FOLLOWS.
 DJ0768'
 DJ0768'TO REACH THE STATION FROM THE COURTHOUSE IN MACON, GO SOUTH ON U.S.
 DJ0768'HIGHWAY 45 AND STATE HIGHWAY 14 FOR 0.5 MILE TO WHERE STATE HIGHWAY
 DJ0768'14 TURNS RIGHT, TURN RIGHT AND GO WEST ON HIGHWAY 14 FOR 3.9 MILES
 DJ0768'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST
 DJ0768'ON HIGHWAY 14 FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT
 DJ0768'ON DRIVEWAY FOR ABOUT 200 FEET TO A FRAME HOUSE AND THE STATION
 DJ0768'SOUTHWEST OF HOUSE AS DESCRIBED.
 DJ0768'
 DJ0768'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ0768
 DJ0768                          STATION RECOVERY (1963)
 DJ0768
 DJ0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ0768'THE STATION WAS VISITED 5/23/63 AND ALL MARKS WERE FOUND IN GOOD
 DJ0768'CONDITION.
 DJ0768'
 DJ0768'THE 1955 RECOVERY BY E.L. JONES IS ADEQUATE.
 DJ0768'
 DJ0768'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND 1.0
 DJ0768'FOOT SOUTH OF THE AZIMUTH.
 DJ0768
 DJ0768                          STATION RECOVERY (1968)
 DJ0768
 DJ0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DJ0768'THE STATION WAS VISITED 2-13-68 AND STATION MARK, RM NO. 1 AND NO.
 DJ0768'2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED
 DJ0768'AT A PREVIOUS DATE.  THE STATION WAS VISITED TO VERIFY THE
 DJ0768'ELEVATIONS OF THE MARKS.  A NEW DESCRIPTION FOLLOWS-
 DJ0768'
 DJ0768'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF MACON ON THE SOUTH
 DJ0768'SIDE OF STATE HIGHWAY 14 ON TOP OF A SMALL HILL ON PROPERTY FORMERLY
 DJ0768'OWNED BY MR. S.W. ADAMS.  THE STATION IS 362 FEET SOUTHWEST OF THE
 DJ0768'CENTERLINE OF STATE HIGHWAY 14, 57 FEET SOUTH-SOUTHWEST OF
 DJ0768'A 2 FOOT FORKED TREE, 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DJ0768'OF A LARGE UNPAINTED HOUSE, 24 FEET NORTHEAST OF A WELL AND PUMP
 DJ0768'HOUSE, 88 FEET SOUTHWEST OF SOUTHWEST CORNER OF A BRICK STORM
 DJ0768'CELLAR, 20 FEET EAST OF A FENCE LINE, 1 FOOT NORTH OF A METAL
 DJ0768'WITNESS POST.  IT IS A STANDARD TRIANGULATION DISK STAMPED ADAMS
 DJ0768'1935.
 DJ0768'
 DJ0768'REFERENCE MARK NO. 1 IS 124.02 FEET WEST OF THE STATION, 31 FEET
 DJ0768'NORTH OF T FENCE CORNER, 104 FEET WEST OF THE WELL ON SLOPE OF BANK.
 DJ0768'IT IS A STANDARD REFERENCE MARK DISK STAMPED ADAMS NO. 1 1935
 DJ0768'PROJECTING 2-INCHES.
 DJ0768'
 DJ0768'REFERENCE MARK NO. 2 IS 75.22 FEET NORTH-NORTHWEST OF STATION, 310
 DJ0768'FEET WEST OF THE CENTERLINE OF ROAD, 108 FEET WEST OF THE SOUTHWEST
 DJ0768'CORNER OF THE HOUSE, 7 FEET EAST OF EDGE OF SLOPED BANK, 52 FEET
 DJ0768'WEST-NORTHWEST OF THE FORKED TREE, 31 FEET WEST OF FENCE LINE, 11
 DJ0768'FEET WEST OF SOUTHWEST CORNER OF STORM CELLAR.  IT IS A STANDARD
 DJ0768'REFERENCE MARK DISK STAMPED ADAMS NO. 2 1935 PROJECTING
 DJ0768'4-INCHES.
 DJ0768'
 DJ0768'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 139.66 FEET.
 DJ0768'
 DJ0768'THE AZIMUTH MARK HAD BEEN DESTROYED AT A PREVIOUS DATE.
 DJ0768'
 DJ0768'TO REACH THE STATION FROM THE COURTHOUSE IN MACON, GO SOUTH ON
 DJ0768'U.S. HIGHWAY 45 FOR 0.3 MILE TO JUNCTION WITH STATE HIGHWAY 14,
 DJ0768'TURN RIGHT AND GO WEST FOR 4.3 MILES TO TOP OF GRADE AND STATION ON
 DJ0768'THE LEFT.
 DJ0768'
 DJ0768'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.0 MILES WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2296 ***********************************************************************
 BW2296  DESIGNATION -  ADAMS
 BW2296  PID         -  BW2296
 BW2296  STATE/COUNTY-  MS/AMITE
 BW2296  USGS QUAD   -  SMITHDALE (1972)
 BW2296
 BW2296                         *CURRENT SURVEY CONTROL
 BW2296  ___________________________________________________________________
 BW2296* NAD 83(1993)-  31 18 28.92237(N)    090 41 43.18345(W)     ADJUSTED  
 BW2296* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BW2296  ___________________________________________________________________
 BW2296  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BW2296  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW2296  HORZ ORDER  -  SECOND
 BW2296
 BW2296.The horizontal coordinates were established by classical geodetic methods
 BW2296.and adjusted by the National Geodetic Survey in May 1994.
 BW2296
 BW2296.The orthometric height was scaled from a topographic map.
 BW2296
 BW2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2296
 BW2296.The geoid height was determined by GEOID03.
 BW2296
 BW2296;                    North         East     Units Scale Factor Converg.
 BW2296;SPC MS W     -   200,483.972   665,541.142   MT  0.99996464   -0 11 17.2
 BW2296;SPC MS W     -   657,754.50  2,183,529.56   sFT  0.99996464   -0 11 17.2
 BW2296;UTM  15      - 3,466,033.692   719,334.886   MT  1.00019342   +1 11 53.1
 BW2296
 BW2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2296!SPC MS W     -   0.99998138  x   0.99996464  =   0.99994602
 BW2296!UTM  15      -   0.99998138  x   1.00019342  =   1.00017480
 BW2296
 BW2296:                Primary Azimuth Mark                     Grid Az
 BW2296:SPC MS W     -  ADAMS AZ MK                              032 12 31.5
 BW2296:UTM  15      -  ADAMS AZ MK                              030 49 21.2
 BW2296
 BW2296|---------------------------------------------------------------------|
 BW2296| PID    Reference Object                     Distance      Geod. Az  |
 BW2296|                                                           dddmmss.s |
 BW2296| CY3237 ADAMS AZ MK                                        0320114.3 |
 BW2296| CY3239 ADAMS RM 2                           30.565 METERS 08154     |
 BW2296| CY3238 ADAMS RM 1                           31.989 METERS 20338     |
 BW2296|---------------------------------------------------------------------|
 BW2296
 BW2296                          SUPERSEDED SURVEY CONTROL
 BW2296
 BW2296  NAD 83(1986)-  31 18 28.93812(N)    090 41 43.17944(W) AD(       ) 2
 BW2296  NAD 27      -  31 18 28.31000(N)    090 41 42.81300(W) AD(       ) 2
 BW2296
 BW2296.Superseded values are not recommended for survey control.
 BW2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2296.See file dsdata.txt to determine how the superseded data were derived.
 BW2296
 BW2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1933566034(NAD 83)
 BW2296_MARKER: DS = TRIANGULATION STATION DISK
 BW2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2296
 BW2296  HISTORY     - Date     Condition        Report By
 BW2296  HISTORY     - 1949     MONUMENTED       CGS
 BW2296  HISTORY     - 1955     GOOD             CGS
 BW2296  HISTORY     - 1969     GOOD             MSHD
 BW2296
 BW2296                          STATION DESCRIPTION
 BW2296
 BW2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2296'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST-NORTHWEST OF
 BW2296'MC COMB, ON A LOW DIVIDE HEAVILY TIMBERED AREA ON THE SOUTH, A
 BW2296'CULTIVATED FIELD ON THE NORTH, A TENENT HOUSE ABOUT 200 YARDS TO
 BW2296'THE NORTHEAST AND ON LAND OWNED BY MR. R.E. ADAMS.
 BW2296'
 BW2296'TO REACH THE STATION FROM THE NORTH EDGE OF MC COMB AT A Y
 BW2296'INTERSECTION OF U.S. HIGHWAY 51 AND A MACADAM ROAD (LAKE ON THE
 BW2296'EAST AND C.N. WELCH GROCERY STORE ON THE WEST).  GO WESTERLY ON
 BW2296'THE UNMUNBERED MACADAM ROAD FOR 11.6 MILES TO THE END OF THE
 BW2296'MACADAM, CONTINUE WESTERLY ON A GRAVELED ROAD FOR 0.4 MILE TO
 BW2296'A Y-INTERSECTION.  THEN LEFT ROAD (WESTERLY) FOR 2.2 MILES TO A
 BW2296'CROSSROAD, TURN LEFT, SOUTH, AND GO FOR 0.3 MILE TO THE AZIMUTH
 BW2296'MARK ON THE RIGHT, CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.2
 BW2296'MILE TO A DIM WOODS ROAD ON THE RIGHT, TURN RIGHT, WEST AND
 BW2296'FOLLOW THE OLD WOODS ROAD FOR ABOUT 200 YARDS TO A TRIANGULAR
 BW2296'BLAZED TREE, TURN RIGHT, NORTH, THROUGH THE WOODS FOR ABOUT 50
 BW2296'YARDS TO THE STATION AS DESCRIBED.
 BW2296'
 BW2296'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK
 BW2296'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 BW2296'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ADAMS 1949.
 BW2296'
 BW2296'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 BW2296'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 BW2296'6 INCHES, AND THE DISK IS STAMPED ADAMS NO 1 1949.
 BW2296'
 BW2296'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE APPROXIMATE
 BW2296'CENTERLINE OF AN OLD WOODS ROAD AND 4 FEET NORTH OF A 1-FOOT
 BW2296'OAK TREE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE
 BW2296'TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 6
 BW2296'INCHES, AND THE DISK IS STAMPED ADAMS NO 2 1949.
 BW2296'
 BW2296'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE FROM THE STATION,
 BW2296'17 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 4
 BW2296'FEET WEST OF A WIRE FENCE AND 3 FEET NORTH OF A STANDARD
 BW2296'WITNESS POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET
 BW2296'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 BW2296'6 INCHES, AND THE DISK IS STAMPED ADAMS 1949.
 BW2296'
 BW2296'116 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATIONS
 BW2296'NETTLES AND AMITE.
 BW2296'
 BW2296'116 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATIONS
 BW2296'MARS AND EAST.
 BW2296'
 BW2296'116 FOOT TOWER NEEDED TO SEE 103 FEET AT TRIANGULATION STATIONS
 BW2296'RANDALL AND BUDE
 BW2296'
 BW2296'116 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATION
 BW2296'AARON AND ROSEHILL.
 BW2296'
 BW2296'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BW2296
 BW2296                          STATION RECOVERY (1955)
 BW2296
 BW2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2296'THE STATION WAS VISITED 6-8-55 AND ALL MARKS WERE FOUND IN
 BW2296'GOOD CONDITION.
 BW2296'
 BW2296'A NEW DESCRIPTION FOLLOWS--
 BW2296'
 BW2296'THE STATION IS LOCATED ABOUT 15.5 MILES NORTHWEST OF MC COMB,
 BW2296'ON A TIMBERED COVERED RIDGE, BORDERED ON THE NORTH BY A CULTIVATED
 BW2296'FIELD OWNED BY MR. R.E. ADAMS.  IT IS ABOUT 250 YARDS SOUTHWEST
 BW2296'OF A TENNANT HOUSE, 32 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 BW2296'SOUTH EDGE OF A CULTIVATED FIELD AND 8 FEET EAST OF A WITNESS
 BW2296'POST.  IT IS A STANDARD DISK, STAMPED ADAMS 1949, PROJECTING
 BW2296'6 INCHES.
 BW2296'
 BW2296'REFERENCE MARK NO. 1 IS 104.95 FEET SOUTHWEST OF THE STATION,
 BW2296'3 FEET EAST OF A 6-INCH OAK TREE AND 140 FEET SOUTH OF A FENCE
 BW2296'LINE.  IT IS A STANDARD DISK, STAMPED ADAMS NO 1 1949, PROJECTING
 BW2296'6 INCHES.
 BW2296'
 BW2296'REFERENCE MARK NO. 2 IS 100.28 FEET EAST-NORTHEAST OF THE STATION,
 BW2296'9 FEET SOUTH OF A FENCE LINE AND 11 FEET WEST OF AN 18-INCH
 BW2296'OAK TREE.  IT IS A STANDARD DISK, STAMPED ADAMS NO 2 1949,
 BW2296'PROJECTING 6 INCHES.
 BW2296'
 BW2296'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHEAST OF THE STATION,
 BW2296'AT THE NORTHEAST CORNER OF THE CULTIVATED FIELD, 17 FEET WEST
 BW2296'OF THE CENTER OF THE GRAVELED ROAD, 17 FEET SOUTH OF A T FENCE
 BW2296'CORNER, 25 FEET NORTH OF THE NORTHEAST FENCE CORNER OF THE
 BW2296'CULTIVATED FIELD AND 4 FEET WEST OF A FENCE LINE.  IT IS A
 BW2296'STANDARD DISK, STAMPED ADAMS 1949, PROJECTING 6 INCHES.
 BW2296'
 BW2296'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 570
 BW2296'AND U.S. HIGHWAY 51 IN THE NORTH EDGE OF MC COMB, GO NORTHWESTERLY
 BW2296'ON STATE HIGHWAY 570 FOR 10.75 MILE TO A CROSSROAD AND THE
 BW2296'WALKER MILLING CORP IN THE SOUTHWEST ANGLE, CONTINUE FOR 0.4 MILE
 BW2296'TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 2.2 MILES TO A
 BW2296'CROSSROAD, TURN LEFT AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE
 BW2296'RIGHT.  CONTINUE FOR 0.25 MILE TO A WOODS ROAD ON THE RIGHT,
 BW2296'JUST AFTER PASSING A HOUSE ON THE RIGHT, TURN RIGHT ON WOODS
 BW2296'ROAD AND FOLLOW WOODS ROAD FOR ABOUT 50 YARDS TO WHERE THE
 BW2296'ROAD LEAVES THE FENCE LINE, FROM HERE FOLLOW FENCE LINE
 BW2296'TO THE MARK ON THE LEFT ABOUT 150 YARDS.
 BW2296
 BW2296                          STATION RECOVERY (1969)
 BW2296
 BW2296'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2296'THE STATION WAS VISITED 5-16-69 AND THE STATION MARK, REFERENCE
 BW2296'MARK NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2296'CONDITION.
 BW2296'
 BW2296'THE STATION IS LOCATED 3.5 MILES WEST OF SMITHDALE AND 12.4
 BW2296'MILES NORTHEAST OF LIBERTY IN THE SOUTHWEST 1/4 OF SECTION 15,
 BW2296'T 4N, R 5E AND ON PROPERTY OWNED BY MR. R.E. ADAMS.  IT IS
 BW2296'33 FEET SOUTH OF A FENCE LINE, 40 FEET SOUTH OF THE NORTH EDGE OF
 BW2296'A TREE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BW2296'
 BW2296'IT IS A STANDARD TRIANGULATION DISK, STAMPED ADAMS 1949 PROJECTING
 BW2296'6 INCHES.
 BW2296'
 BW2296'REFERENCE MARK NO. 1 IS 104.95 FEET SOUTHWEST OF THE STATION.
 BW2296'IT IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2296'DISK, STAMPED ADAMS NO 1 1949 PROJECTING 6 INCHES.
 BW2296'
 BW2296'REFERENCE MARK NO. 2 IS 100.28 FEET EAST NORTHEAST OF THE STATION.
 BW2296'IT IS 13 FEET SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS
 BW2296'POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED ADAMS NO 2
 BW2296'1949 PROJECTING 6 INCHES.
 BW2296'
 BW2296'THE AZIMUTH MARK IS 0.4 MILE N-NE OF THE STATION.  IT IS 18 FEET
 BW2296'WEST OF THE CENTER OF A GRAVELED ROAD, 40 FEET WEST SOUTHWEST
 BW2296'OF UTILITY POLE NO. 6, 17 FEET SOUTH OF A T FENCE CORNER, 4
 BW2296'FEET WEST OF A 10 INCH PINE AND 1 FOOT NORTH OF A METAL WITNESS
 BW2296'POST.  (NOTE) THE STATION IS VISIBLE FROM THE AZIMUTH.  IT IS
 BW2296'A STANDARD AZIMUTH MARK DISK, STAMPED ADAMS 1949 PROJECTING
 BW2296'8 INCHES.
 BW2296'
 BW2296'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN LIBERTY
 BW2296'GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO THE JUNCTION OF
 BW2296'STATE HIGHWAY 569.  TURN LEFT (NORTHEAST) AND CONTINUE ON
 BW2296'STATE HIGHWAY 569 FOR 10.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 BW2296'(NORTHWEST) AND CONTINUE ON A GRAVELED ROAD FOR 0.9 MILE TO A
 BW2296'CROSSROADS.  CONTINUE NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO
 BW2296'ANOTHER CROSSROADS.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.6
 BW2296'MILE TO A GAP AT THE ENTRANCE TO A PASTURE ON THE LEFT.* TURN
 BW2296'LEFT THROUGH THE GAP AND CONTINUE WEST ACROSS AN OPEN PASTURE
 BW2296'AND ALONG THE NORTH EDGE OF A TREE LINE FOR APPROXIMATELY
 BW2296'0.15 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 BW2296'*TO REACH THE AZIMUTH FROM THE GAP CONTINUE NORTH ON A
 BW2296'GRAVELED ROAD FOR 0.15 MILE TO A T-FENCE CORNER AND THE
 BW2296'MARK ON THE LEFT.
 BW2296'
 BW2296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES
 BW2296'NORTH OF HUSTLER
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2722 ***********************************************************************
 CP2722  DESIGNATION -  ADAMS
 CP2722  PID         -  CP2722
 CP2722  STATE/COUNTY-  MS/HINDS
 CP2722  USGS QUAD   -  LEARNED (1982)
 CP2722
 CP2722                         *CURRENT SURVEY CONTROL
 CP2722  ___________________________________________________________________
 CP2722* NAD 83(1993)-  32 10 26.34569(N)    090 34 25.18633(W)     ADJUSTED  
 CP2722* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 CP2722  ___________________________________________________________________
 CP2722  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CP2722  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2722  HORZ ORDER  -  SECOND
 CP2722
 CP2722.The horizontal coordinates were established by classical geodetic methods
 CP2722.and adjusted by the National Geodetic Survey in May 1994.
 CP2722
 CP2722.The orthometric height was scaled from a topographic map.
 CP2722
 CP2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2722
 CP2722.The geoid height was determined by GEOID03.
 CP2722
 CP2722;                    North         East     Units Scale Factor Converg.
 CP2722;SPC MS W     -   296,466.545   677,334.599   MT  0.99995633   -0 07 40.7
 CP2722;SPC MS W     -   972,657.32  2,222,221.93   sFT  0.99995633   -0 07 40.7
 CP2722;UTM  15      - 3,562,301.247   728,776.512   MT  1.00024549   +1 17 33.2
 CP2722
 CP2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2722!SPC MS W     -   0.99998484  x   0.99995633  =   0.99994117
 CP2722!UTM  15      -   0.99998484  x   1.00024549  =   1.00023032
 CP2722
 CP2722|---------------------------------------------------------------------|
 CP2722| PID    Reference Object                     Distance      Geod. Az  |
 CP2722|                                                           dddmmss.s |
 CP2722| CY3235 ADAMS RM 1                           25.411 METERS 11958     |
 CP2722| CY3234 ADAMS AZ MK                                        1461027.6 |
 CP2722| CP2728 INDIAN                              APPROX. 9.2 KM 1565238.5 |
 CP2722| CY3236 ADAMS RM 2                           27.020 METERS 24903     |
 CP2722|---------------------------------------------------------------------|
 CP2722
 CP2722                          SUPERSEDED SURVEY CONTROL
 CP2722
 CP2722  NAD 83(1986)-  32 10 26.35976(N)    090 34 25.18250(W) AD(       ) 2
 CP2722  NAD 27      -  32 10 25.81800(N)    090 34 24.82500(W) AD(       ) 2
 CP2722
 CP2722.Superseded values are not recommended for survey control.
 CP2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2722.See file dsdata.txt to determine how the superseded data were derived.
 CP2722
 CP2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2877762301(NAD 83)
 CP2722_MARKER: DS = TRIANGULATION STATION DISK
 CP2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2722
 CP2722  HISTORY     - Date     Condition        Report By
 CP2722  HISTORY     - 1948     MONUMENTED       CGS
 CP2722  HISTORY     - 1955     SEE DESCRIPTION  CGS
 CP2722
 CP2722                          STATION DESCRIPTION
 CP2722
 CP2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2722'THE STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED
 CP2722'HILL, ABOUT 6 MILES NORTHEAST OF UTICA, 1 MILE NORTHWEST
 CP2722'OF THE SMALL SETTLEMENT OF ADAMS, AND ON LAND OWNED BY MR.
 CP2722'WILLE COLLIN.  THE MARK IS 70 FEET NORTH OF THE APPROXIMATE
 CP2722'CENTERLINE OF A GRAVEL ROAD, 30 FEET SOUTH OF THE APPROXIMATE
 CP2722'CENTERLINE OF A DIRT ROAD, AND 8 FEET WEST OF A WITNESS
 CP2722'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 CP2722'ADAMS 1948.
 CP2722'
 CP2722'REFERENCE MARK NO. 1 IS 83.37 FEET EAST-SOUTHEAST OF THE
 CP2722'STATION AND 43 FEET NORTH OF THE APPROXIMATE CENTERLINE
 CP2722'OF THE GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES, AND THE
 CP2722'DISK IS STAMPED ADAMS NO 1 1948.
 CP2722'
 CP2722'REFERENCE MARK NO. 2 IS 88.65 FEET WEST-SOUTHWEST OF THE
 CP2722'STATION AND 34 FEET NORTH OF THE APPROXIMATE CENTERLINE
 CP2722'OF THE GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES, AND THE
 CP2722'DISK IS STAMPED ADAMS NO 2 1948.
 CP2722'
 CP2722'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION,
 CP2722'110 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A FARM
 CP2722'DRIVEWAY, 25 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 CP2722'THE GRAVEL ROAD, AND 3 FEET EAST OF A WITNESS POST.  THE
 CP2722'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ADAMS 1948.
 CP2722'
 CP2722'TO REACH THE STATION FROM WHERE STATE HIGHWAY 18 TURNS FROM
 CP2722'SOUTH TO EAST IN UTICA, GO EAST ON THE HIGHWAY FOR 4.5 MILES
 CP2722'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO ON THE MAIN
 CP2722'GRAVEL ROAD FOR 1.5 MILES TO THE H.S. FERGUSONS STORE ON
 CP2722'THE WEST SIDE ON THE TRACK AT THE ADAMS SIDING, TAKE THE
 CP2722'RIGHT ROAD AND GO FOR 1 MILE TO THE AZIMUTH MARK ON THE
 CP2722'RIGHT ON THE TOP OF A 20-FOOT ROAD BANK.  CONTINUE ON THE
 CP2722'MAIN ROAD FOR 0.3 MILE TO A DIRT ROAD ON THE RIGHT, TURN
 CP2722'RIGHT AND GO FOR ABOUT 50 YARDS TO THE STATION ON THE HIGHEST
 CP2722'POINT OF THE HILL ON THE RIGHT.
 CP2722'
 CP2722'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2722
 CP2722                          STATION RECOVERY (1955)
 CP2722
 CP2722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2722'THE STATION WAS VISITED 9-15-55 AND WAS FOUND IN A GRAVEL
 CP2722'PIT.  THE STATION MARK WAS FOUND ON THE TOP OF A PINNACLE
 CP2722'OF GROUND 30 FEET HIGH AND THE REFERENCE MARKS WERE FOUND
 CP2722'ON SIMILAR PINNACLES.  THE AZIMUTH MARK WAS FOUND IN GOOD
 CP2722'CONDITION.  A NEW STATION ADAMS 2 WAS ESTABLISHED COMPLETE
 CP2722'WITH REFERENCE MARKS AND AZIMUTH MARK.  THE NEW STATION
 CP2722'WAS SET IN LINE WITH THE 1948 AZIMUTH MARK, 85.433 METERS
 CP2722'FROM THE STATION.  THE NEW AZIMUTH MARK WAS SET 351.2 FEET
 CP2722'SOUTHEAST OF THE OLD AZIMUTH AND IN LINE WITH THE STATION.
 CP2722'THE DISKS FOR THE STATION SURFACE MARK, AZIMUTH MARK AND
 CP2722'REFERENCE MARK NO. 1 AND NO. 2 WERE RECLAIMED.  THIS
 CP2722'STATION SHOULD BE CONSIDERED DESTROYED AS THE SUB-SURFACE
 CP2722'MARK WILL SOON BE DESTROYED DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1604 ***********************************************************************
 EG1604  DESIGNATION -  ADAMS
 EG1604  PID         -  EG1604
 EG1604  STATE/COUNTY-  MS/ALCORN
 EG1604  USGS QUAD   -  CORINTH (1982)
 EG1604
 EG1604                         *CURRENT SURVEY CONTROL
 EG1604  ___________________________________________________________________
 EG1604* NAD 83(1993)-  34 59 33.11152(N)    088 32 24.67852(W)     ADJUSTED  
 EG1604* NAVD 88     -        79.33   (+/-2cm)     260.3    (feet)  VERTCON   
 EG1604  ___________________________________________________________________
 EG1604  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 EG1604  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG1604  HORZ ORDER  -  SECOND
 EG1604  VERT ORDER  -  THIRD ? (See Below)
 EG1604
 EG1604.The horizontal coordinates were established by classical geodetic methods
 EG1604.and adjusted by the National Geodetic Survey in May 1994.
 EG1604
 EG1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1604.The vertical order pertains to the NGVD 29 superseded value.
 EG1604
 EG1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1604
 EG1604.The geoid height was determined by GEOID03.
 EG1604
 EG1604;                    North         East     Units Scale Factor Converg.
 EG1604;SPC MS E     -   609,083.815   326,761.791   MT  0.99995882   +0 10 05.2
 EG1604;SPC MS E     - 1,998,302.48  1,072,050.98   sFT  0.99995882   +0 10 05.2
 EG1604;SPC TN       -    76,149.110   368,102.964   MT  1.00005541   -1 29 13.7
 EG1604;SPC TN       -   249,832.54  1,207,684.47   sFT  1.00005541   -1 29 13.7
 EG1604;UTM  16      - 3,873,298.370   359,436.639   MT  0.99984351   -0 53 00.2
 EG1604
 EG1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1604!SPC MS E     -   0.99999189  x   0.99995882  =   0.99995071
 EG1604!SPC TN       -   0.99999189  x   1.00005541  =   1.00004730
 EG1604!UTM  16      -   0.99999189  x   0.99984351  =   0.99983540
 EG1604
 EG1604:                Primary Azimuth Mark                     Grid Az
 EG1604:SPC MS E     -  CORINTH                                  154 54 49.7
 EG1604:SPC TN       -  CORINTH                                  156 34 08.6
 EG1604:UTM  16      -  CORINTH                                  155 57 55.1
 EG1604
 EG1604|---------------------------------------------------------------------|
 EG1604| PID    Reference Object                     Distance      Geod. Az  |
 EG1604|                                                           dddmmss.s |
 EG1604| EG0887 CORINTH                             APPROX. 5.6 KM 1550454.9 |
 EG1604| EG1601 CORINTH BLACK TANK                  APPROX. 6.5 KM 1574017.2 |
 EG1604| CG3095 ADAMS RM 1                           18.605 METERS 22704     |
 EG1604| CG3096 ADAMS RM 2                           44.934 METERS 35050     |
 EG1604| CG3094 ADAMS AZ MK                                        3572022.0 |
 EG1604|---------------------------------------------------------------------|
 EG1604
 EG1604                          SUPERSEDED SURVEY CONTROL
 EG1604
 EG1604  NAD 83(1993)-  34 59 33.11675(N)    088 32 24.67637(W) AD(       ) 2
 EG1604  NAD 83(1986)-  34 59 33.12127(N)    088 32 24.67633(W) AD(       ) 2
 EG1604  NAD 27      -  34 59 32.80900(N)    088 32 24.50400(W) AD(       ) 2
 EG1604  NGVD 29 (07/19/86)   79.31   (m)          260.2    (f) LEVELING    3  
 EG1604
 EG1604.Superseded values are not recommended for survey control.
 EG1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1604.See file dsdata.txt to determine how the superseded data were derived.
 EG1604
 EG1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5943773298(NAD 83)
 EG1604_MARKER: DS = TRIANGULATION STATION DISK
 EG1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1604
 EG1604  HISTORY     - Date     Condition        Report By
 EG1604  HISTORY     - 1934     MONUMENTED       CGS
 EG1604  HISTORY     - 1957     GOOD             CGS
 EG1604  HISTORY     - 1962     GOOD             CGS
 EG1604  HISTORY     - 1962     GOOD             MSHD
 EG1604  HISTORY     - 1978     GOOD             MSHD
 EG1604  HISTORY     - 19811001 GOOD             MSSU
 EG1604
 EG1604                          STATION DESCRIPTION
 EG1604
 EG1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1604'ABOUT 4.5 MILES NORTH-NORTHWEST OF CORNITH, 2.5 MILES SLIGHTLY NORTH
 EG1604'OF EAST OF WENASOGA,
 EG1604'ON PROPERTY OF WALTER ADAMS, IN FRONT YARD OF ADAMS
 EG1604'HOME, 9 YARDS EAST OF CENTER LINE OF
 EG1604'ROAD LEADING TO STATION, 40
 EG1604'YARDS SOUTH OF 14-INCH OAK TREE.  TO REACH FROM POST
 EG1604'OFFICE IN
 EG1604'CORINTH, FOLLOW U S 45 NORTHWEST 3.2 MILES TO SMALL BRICK SCHOOL AND
 EG1604'SIDE ROAD ON LEFT
 EG1604'(WEST), TURN LEFT AND GO 0.7 MILE TO RAILROAD
 EG1604'CROSSING, CONTINUE STRAIGHT AHEAD
 EG1604'1.1 MILES TO T-ROAD, TURN RIGHT, GO
 EG1604'0.05 MILE, FOLLOW RIGHT FORK 0.3 MILE TO ROAD FORK
 EG1604'WITH HOUSE ON
 EG1604'RIGHT, FOLLOW RIGHT FORK AROUND HOUSE 0.4 MILE TO ANOTHER ROAD FORK
 EG1604'AND FOLLOW RIGHT
 EG1604'FORK 0.3 MILE TO WALTER ADAMS HOUSE ON RIGHT.
 EG1604'SURFACE AND UNDERGROUND MARKS ARE
 EG1604'STANDARD STATION DISKS IN CONCRETE.
 EG1604'REFERENCE AND AZIMUTH MARKS ARE
 EG1604'STANDARD REFERENCE
 EG1604'DISKS IN CONCRETE.  NO 1 IS 3 YARDS WEST OF CENTER LINE OF
 EG1604'ROAD, ALONG EAST
 EG1604'FENCE LINE AROUND SMALL ORCHARD AND FIELD, AND 61.04
 EG1604'FEET FROM STATION S 47 DEG 04 MIN W.
 EG1604'NO 2 IS 13 YARDS WEST OF
 EG1604'CENTER LINE OF ROAD, 2 YARDS SOUTHWEST OF 16-INCH OAK
 EG1604'TREE, 9 YARDS
 EG1604'NORTH OF FENCE CORNER, AND 147.42 FEET FROM STATION N 09 DEG 10 MIN W.
 EG1604'AZIMUTH MARK IS 15 FEET WEST OF CENTER LINE OF ROAD, 40
 EG1604'FEET SOUTHEAST OF 5-INCH OAK
 EG1604'TREE, AND 0.25 MILE BY ROAD FROM STATION
 EG1604'N 02 DEG 39 MIN W.
 EG1604
 EG1604                          STATION RECOVERY (1957)
 EG1604
 EG1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EG1604'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 EG1604'DESCRIBED, THE AZIMUTH MARK
 EG1604'HAS BEEN UPROOTED BY A ROAD GRADER.  THE ROAD TO WHICH
 EG1604'THE MARKS ARE REFERRED IN THE
 EG1604'ORIGINAL DESCRIPTION IS THE OLD TRACK
 EG1604'ROAD RUNNING NORTH AND SOUTH THROUGH WHAT IS NOW
 EG1604'A COW PASTURE, AND
 EG1604'NOT THE PRESENT ROAD LEADING TO ADAMS HOUSE.
 EG1604'
 EG1604'TO REACH FROM THE POST OFFICE IN CORINTH FOLLOW U S ROUTE 45
 EG1604'NORTHWEST 3.2 MILES TO
 EG1604'SMALL WHITE SCHOOL AND SIDEROAD ON LEFT (WEST), TURN LEFT
 EG1604'AND GO 0.7 MILES TO A
 EG1604'RAILROAD CROSSING, CONTINUE STRAIGHT 1.1 MILES
 EG1604'TO A T-ROAD, TURN RIGHT AND GO 0.05
 EG1604'MILES TO FORKS, CONTINUE ON RIGHT
 EG1604'FORK, (DIRT ROAD), 0.8 MILES TO WALTER ADAMS HOUSE AND
 EG1604'STATION ON THE
 EG1604'RIGHT.
 EG1604
 EG1604                          STATION RECOVERY (1962)
 EG1604
 EG1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 EG1604'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 EG1604'GOOD CONDITION.  THE
 EG1604'AZIMUTH MARK HAS BEEN DESTROYED.
 EG1604'
 EG1604'TO REACH FROM THE CORINTH POST OFFICE, GO NORTH ON US HIGHWAY 45 FOR
 EG1604'3.4 MILES TO
 EG1604'CROSSROADS.  TURN LEFT AND GO WEST FOR 1.8 MILES TO T-ROAD.
 EG1604'TURN RIGHT AND GO NORTH FOR
 EG1604'0.05 MILE TO FORK.  KEEP RIGHT FORK AND
 EG1604'GO NORTHERLY ON MAIN ROAD FOR 0.85 MILE TO THE
 EG1604'HOME OF WALTER ADAMS
 EG1604'AND STATION.
 EG1604
 EG1604                          STATION RECOVERY (1962)
 EG1604
 EG1604'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1604'THE STATION WAS VISITED JUNE 18, 1962 AND THE STATION, R M 1, AND R M
 EG1604'2 WERE FOUND IN
 EG1604'GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED
 EG1604'AND THE DISK RECLAIMED.
 EG1604'
 EG1604'A NEW TO REACH FOLLOWS.  TO REACH FROM THE POST OFFICE IN CORNITH, GO
 EG1604'NORTH ON U S
 EG1604'HIGHWAY 45 FOR 3.4 MILES TO A CROSSROAD AND THE NORTH
 EG1604'CORINTH BAPTIST CHURCH ON THE
 EG1604'LEFT, TURN LEFT AND GO 1.75 MILES TO A
 EG1604'T ROAD, TURN RIGHT, NORTH, AND GO 0.05 MILE TO A
 EG1604'GRAVEL ROAD ON THE
 EG1604'RIGHT, TURN RIGHT, NORTH-EAST, AND GO 0.9 MILE TO THE ADAMS HOME
 EG1604'AND THE STATION
 EG1604'AS DESCRIBED.
 EG1604'
 EG1604'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH ROUND
 EG1604'CONCRETE POST.
 EG1604'THE MARK IS STAMPED ADAMS 1934 AND PROJECTS 4 INCHES.
 EG1604'IT IS 120 FEET SOUTHWEST OF THE
 EG1604'SOUTHWEST CORNER OF THE HOUSE, 27
 EG1604'FEET EAST OF A ROAD, AND IN THE SOUTH EDGE OF THE
 EG1604'YARD.
 EG1604'
 EG1604'A METAL WITNESS POST WAS SET 1.0 FOOT NORTH.
 EG1604'
 EG1604'R M 2 IS DIRECTLY IN FRONT OF THE HOUSE, 6.0 FEET SOUTHWEST OF A
 EG1604'30-INCH OAK TREE,
 EG1604'24 FEET WEST OF THE WALK LEADING TO HOUSE, IS
 EG1604'STAMPED ADAMS NO 2 1934 AND PROJECTS
 EG1604'12 INCHES.
 EG1604'
 EG1604'R M 1 IS 10 FEET WEST OF THE CENTER OF ROAD, ON A FENCE LINE AT THE
 EG1604'EAST EDGE OF AN
 EG1604'ORCHARD, IS STAMPED ADAMS RM NO 1 AND PROJECTS 10
 EG1604'INCHES.
 EG1604'
 EG1604'AZ MK WAS DESTROYED AND THE DISK WAS RECLAIMED.
 EG1604
 EG1604                          STATION RECOVERY (1978)
 EG1604
 EG1604'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1604'THE STATION WAS VISITED 6-1-78 AND THE STATION MARK, RM NO 1 AND RM
 EG1604'NO 2 WERE FOUND IN GOOD CONDITION.  THE GROUND HAS ERODED ON THE
 EG1604'EAST SIDE OF RM NO 1 BUT IT IS STILL STEADY.
 EG1604'
 EG1604'THE STATION IS LOCATED 4 MILES NORTH-NORTHWEST OF CORINTH JUST
 EG1604'SOUTH OF A WHITE FRAME HOUSE ON THE PROPERTY OF MR. W. C. CUMMINGS,
 EG1604'3 MILES EAST OF WENASOGA IN THE SOUTHWEST 1/4 OF SECTION 14, T 1S,
 EG1604'R 7E.  IT IS 128 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EG1604'THE PORCH OF A FRAME HOUSE, 130 FEET EAST-SOUTHEAST OF THE CENTER
 EG1604'OF A GRAVELED ROAD, 102 FEET EAST-SOUTHEAST OF POWER POLE NO.
 EG1604'39, 96 FEET SOUTH OF A POWER SERVICE POLE, 95 FEET
 EG1604'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE YARD FENCE, 22
 EG1604'FEET EAST-NORTHEAST OF A 15 INCH OAK, 20 FEET SOUTHEAST OF A 24
 EG1604'INCH OAK, 1 FOOT SOUTH OF A METAL WITNESS POST AND PROJECTS 5
 EG1604'INCHES.  IT IS A TRIANGULATION DISK, STAMPED ADAMS 1934.
 EG1604'
 EG1604'REFERENCE MARK NO 1 IS 61.04 FEET SOUTHWEST OF THE STATION.  IT IS
 EG1604'111 FEET SOUTHEAST OF POLE NO. 39, 45 FEET SOUTHWEST OF A 15 INCH
 EG1604'OAK, 13 FEET SOUTH OF A 9 INCH TWIN OAK, 11 FEET WEST OF THE CENTER
 EG1604'OF THE OLD ROAD, 1 FOOT NORTH OF A 10 INCH PEAR, 1 FOOT SOUTHWEST
 EG1604'OF A METAL WITNESS POST PROJECTING 2 FEET ON THE EAST SIDE AND
 EG1604'IS UNDER A FENCE.  IT IS A REFERENCE MARK DISK, STAMPED ADAMS
 EG1604'NO 1 1934.
 EG1604'
 EG1604'REFERENCE MARK NO 2 IS 147.42 FEET WEST OF THE STATION.  IT IS 98
 EG1604'FEET NORTHEAST OF POLE NO. 39, 71.5 FEET WEST-SOUTHWEST OF THE
 EG1604'SOUTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 56.5 FEET NORTHWEST
 EG1604'OF THE SOUTHWEST CORNER OF THE YARD FENCE, 10 FEET WEST OF THE
 EG1604'CENTER OF THE NARROW GRAVELED ROAD, 4.5 FEET SOUTH OF A 36 INCH OAK,
 EG1604'1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS 19 INCHES.  IT IS
 EG1604'A REFERENCE MARK DISK, STAMPED ADAMS NO 2 1934.
 EG1604'
 EG1604'TO REACH THE STATION FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S.
 EG1604'HIGHWAY 45 BYPASS GO NORTH ON THE U.S. HIGHWAY 45 BYPASS FOR 3.8
 EG1604'MILES TO A T INTERSECTION.  TURN LEFT AND GO WEST ON A PAVED ROAD
 EG1604'FOR 1.4 MILES TO ANOTHER T INTERSECTION.  TURN RIGHT AND GO
 EG1604'NORTHWEST ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN
 EG1604'RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR 0.9 MILE TO A HOUSE ON
 EG1604'THE RIGHT AND RM NO 2 ON THE LEFT.
 EG1604'
 EG1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EG1604'NORTH-NORTHWEST CORINTH.
 EG1604
 EG1604                          STATION RECOVERY (1981)
 EG1604
 EG1604'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2721 ***********************************************************************
 CP2721  DESIGNATION -  ADAMS 2
 CP2721  PID         -  CP2721
 CP2721  STATE/COUNTY-  MS/HINDS
 CP2721  USGS QUAD   -  LEARNED (1982)
 CP2721
 CP2721                         *CURRENT SURVEY CONTROL
 CP2721  ___________________________________________________________________
 CP2721* NAD 83(1993)-  32 10 24.04107(N)    090 34 23.37191(W)     ADJUSTED  
 CP2721* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 CP2721  ___________________________________________________________________
 CP2721  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CP2721  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2721  HORZ ORDER  -  SECOND
 CP2721
 CP2721.The horizontal coordinates were established by classical geodetic methods
 CP2721.and adjusted by the National Geodetic Survey in May 1994.
 CP2721
 CP2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2721
 CP2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2721
 CP2721.The geoid height was determined by GEOID03.
 CP2721
 CP2721;                    North         East     Units Scale Factor Converg.
 CP2721;SPC MS W     -   296,395.453   677,381.974   MT  0.99995631   -0 07 39.7
 CP2721;SPC MS W     -   972,424.08  2,222,377.36   sFT  0.99995631   -0 07 39.7
 CP2721;UTM  15      - 3,562,231.331   728,825.648   MT  1.00024577   +1 17 34.1
 CP2721
 CP2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2721!SPC MS W     -   0.99998507  x   0.99995631  =   0.99994138
 CP2721!UTM  15      -   0.99998507  x   1.00024577  =   1.00023084
 CP2721
 CP2721|---------------------------------------------------------------------|
 CP2721| PID    Reference Object                     Distance      Geod. Az  |
 CP2721|                                                           dddmmss.s |
 CP2721| CP2723 ADAMS 2 AZ MK RESET                 322.116 METERS 14402     |
 CP2721| CP2724 ADAMS 3                              57.032 METERS 14455     |
 CP2721| CY3234 ADAMS AZ MK                                        1461129.3 |
 CP2721| CP2725 ADAMS 3 RM 6                         59.935 METERS 17218     |
 CP2721| CP2726 ADAMS 2 RM 3                         16.206 METERS 20335     |
 CP2721| CP2727 ADAMS 2 1955 POINT A                 30.970 METERS 24927     |
 CP2721| CY3241 ADAMS 2 RM 5                         20.372 METERS 28859     |
 CP2721| CY3240 ADAMS 2 RM 4                         34.448 METERS 30645     |
 CP2721| CP2722 ADAMS                                85.434 METERS 32612     |
 CP2721|---------------------------------------------------------------------|
 CP2721
 CP2721                          SUPERSEDED SURVEY CONTROL
 CP2721
 CP2721  NAD 83(1986)-  32 10 24.05503(N)    090 34 23.36792(W) AD(       ) 2
 CP2721  NAD 27      -  32 10 23.51400(N)    090 34 23.01000(W) AD(       ) 2
 CP2721  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG    3  
 CP2721
 CP2721.Superseded values are not recommended for survey control.
 CP2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2721.See file dsdata.txt to determine how the superseded data were derived.
 CP2721
 CP2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2882662231(NAD 83)
 CP2721_MARKER: DS = TRIANGULATION STATION DISK
 CP2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2721
 CP2721  HISTORY     - Date     Condition        Report By
 CP2721  HISTORY     - 1955     MONUMENTED       CGS
 CP2721  HISTORY     - 1961     GOOD             MSHD
 CP2721  HISTORY     - 1965     GOOD             CGS
 CP2721  HISTORY     - 1968     GOOD             CGS
 CP2721  HISTORY     - 19810301 GOOD             MSSU
 CP2721
 CP2721                          STATION DESCRIPTION
 CP2721
 CP2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2721'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF UTICA
 CP2721'AND ABOUT 1 MILE NORTHWEST OF THE SMALL SETTLEMENT OF ADAMS,
 CP2721'ON A HIGH HILL FORMERLY OWNED BY WILLIE COLLINS, 180 FEET
 CP2721'SOUTH OF A GRAVEL PIT, LOCALLY KNOWN AS ADAMS PIT, 136 FEET
 CP2721'SOUTH OF THE CENTER OF A GRAVELED ROAD, 20 FEET EAST OF
 CP2721'AN EMBANKMENT, 87 FEET NORTH-NORTHEAST OF A 20-INCH OAK
 CP2721'TREE, 35 FEET WEST OF AN EMBANKMENT AND 3 FEET WEST OF A
 CP2721'WITNESS POST.  IT IS ON THE SOUTHEAST SLOPE OF THE HILL.
 CP2721'IT IS A STANDARD DISK, STAMPED ADAMS 2 1955, PROJECTING
 CP2721'6 INCHES.
 CP2721'
 CP2721'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION 36 FEET
 CP2721'NORTHWEST OF A 20-INCH OAK TREE.  IT IS A STANDARD DISK,
 CP2721'STAMPED ADAMS 2 NO 3 1955, PROJECTING 6 INCHES.
 CP2721'
 CP2721'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, 89 FEET
 CP2721'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 25 FEET WEST
 CP2721'OF THE WEST EDGE OF A SMALL PIT.  IT IS A STANDARD DISK,
 CP2721'STAMPED ADAMS 2 NO 4 1955, PROJECTING 4 INCHES.
 CP2721'
 CP2721'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION,
 CP2721'ON A BANK 10 FEET ABOVE THE LEVEL OF THE ROAD AND AT THE
 CP2721'NORTHEAST EDGE OF A PASTURE.  IT IS 93 PACES EAST OF AN
 CP2721'OLD HOUSE, 30 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD
 CP2721'AND 7 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CP2721'DISK, STAMPED ADAMS 2 1955, PROJECTING 3 INCHES.
 CP2721'
 CP2721'TO REACH THE STATION FROM THE POST OFFICE IN UTICA (WHICH
 CP2721'IS 1/2 BLOCK WEST OF THE STATE HIGHWAY 18 AND 27), GO EAST
 CP2721'ON STATE HIGHWAY 18, TOWARD RAYMOND, FOR 4.3 MILES TO A
 CP2721'SIDE ROAD LEFT, TURN LEFT AND GO 1.5 MILE TO A T ROAD, TURN
 CP2721'LEFT FOR ABOUT 100 YARDS, CROSSING RAILROAD TRACKS TO A
 CP2721'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.9 MILE TO THE AZIMUTH
 CP2721'MARK ON THE LEFT.  CONTINUE ON GRAVEL ROAD TO THE TOP OF
 CP2721'THE HILL AND THE MARK ON THE LEFT AND THE GRAVEL PIT ON
 CP2721'THE RIGHT.
 CP2721
 CP2721                          STATION RECOVERY (1961)
 CP2721
 CP2721'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2721'THE STATION WAS VISITED 9-21-61.  THE STATION, AZIMUTH MARK,
 CP2721'R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.
 CP2721'THE 1955 DESCRIPTION BY A.K.H. IS ADEQUATE.
 CP2721'
 CP2721'A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE STATION
 CP2721'AND 1.0 FOOT EAST OF THE AZIMUTH MARK.
 CP2721
 CP2721                          STATION RECOVERY (1965)
 CP2721
 CP2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2721'STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 CP2721'CONDITION.  REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE NOT
 CP2721'FOUND AND IT IS BELIEVED THEY WERE DESTROYED AT THE TIME THE
 CP2721'ROAD WAS WIDENED, THEREFORE REFERENCE MARK NO. 5 AND A NEW
 CP2721'AZIMUTH MARK WERE ESTABLISHED.
 CP2721'
 CP2721'DUE TO A POWERLINE NEAR THE STATION MARK, REFERENCE MARK NO. 3
 CP2721'WAS OCCUPIED.
 CP2721'
 CP2721'THE LOCATION AND THE ROUTE TO THE STATION IS ADEQUATE.
 CP2721'
 CP2721'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A ROUND
 CP2721'CONCRETE POST AND STAMPED ADAMS 2 1955 RESET 1965 IS 52 FEET
 CP2721'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 12-1/2
 CP2721'FEET EAST OF A FENCE CORNER AND 6-1/2 FEET WEST OF AN 8 INCH
 CP2721'OAK TREE WITH A WITNESS SIGN ATTACHED.  THE MARK PROJECTS ABOUT
 CP2721'2 INCHES.
 CP2721'
 CP2721'REFERENCE MARK NO. 5, A STANDARD DISK, SET IN THE TOP OF A
 CP2721'ROUND CONCRETE POST AND STAMPED ADAMS 2 NO 5 1955 IS 69 FEET
 CP2721'NORTH-NORTHWEST OF A POWERLINE POLE, 53 FEET EAST OF THE
 CP2721'APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND 6 FEET WEST OF THE
 CP2721'EDGE OF A CUT BANK AND ABOUT 37 FEET NORTH-NORTHEAST OF A 10
 CP2721'INCH OAK TREE.  THE MARK PROJECTS 5 INCHES.
 CP2721'
 CP2721'HEIGHT OF LIGHT ABOVE STATION MARK 22.47 METERS.
 CP2721
 CP2721                          STATION RECOVERY (1968)
 CP2721
 CP2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP2721'THE STATION WAS VISITED 9-26-68 AND THE STATION MARK AND
 CP2721'THE 1965 AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP2721'MARKS NO. 3, 4 AND 5 WERE FOUND DESTROYED PRIOR TO THIS
 CP2721'DATE DUE TO THE EXCAVATION OF GRAVEL FROM THE BORROW PIT.
 CP2721'THE STATION WAS FOUND ON THE TOP OF A MOUND OF DIRT ABOUT
 CP2721'15 FEET HIGH, 15 FEET WIDE AND ABOUT 30 FEET LONG, TOGETHER
 CP2721'WITH A POWER POLE AND TWO ANCHOR WIRES.  A NEW STATION ADAMS
 CP2721'3 1968 WAS ESTABLISHED 187.12 FEET SOUTH-SOUTHEAST OF THE
 CP2721'STATION.  REFERENCE MARK NO. 6 WAS ESTABLISHED FOR THE NEW
 CP2721'STATION AND WAS CUT IN FROM THIS MARK.  THE STATION WAS
 CP2721'LEFT INTACT AS FOUND.  A NEW DESCRIPTION FOLLOWS--
 CP2721'
 CP2721'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF UTICA
 CP2721'AND ABOUT 1 MILE NORTHWEST OF THE SIDEING OF ADAMS, ON A
 CP2721'HIGH GRAVELED HILL USED AS A GRAVEL PIT, LOCALLY KNOWN AS
 CP2721'ADAMS PIT, 120 FEET NORTHEAST OF THE CENTER OF A BLACK TOP
 CP2721'ROAD, 3 FEET NORTH OF A POWER POLE AND 1 FOOT SOUTHWEST
 CP2721'OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION
 CP2721'DISK STAMPED ADAMS 2 1955, PROJECTING 6 INCHES.
 CP2721'
 CP2721'REFERENCE MARK NO. 6 IS 196.64 FEET SOUTH-SOUTHWEST OF THE
 CP2721'STATION 36 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 17.5
 CP2721'FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 18-INCH OAK TREE,
 CP2721'38 FEET EAST-SOUTHEAST OF A LEANING 12-INCH OAK TREE AND
 CP2721'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE
 CP2721'MARK DISK, STAMPED ADAMS 3 NO 6 1968, PROJECTING 6 INCHES
 CP2721'
 CP2721'TRIANGULATION STATION ADAMS 3 1968 IS 187.11 FEET SOUTH-SOUTHEAST
 CP2721'OF THE STATION, 47 FEET NORTHEAST OF A BLACK TOP ROAD, 6
 CP2721'FEET NORTHWEST OF A POWER POLE, 100 FEET EAST OF THE CREST
 CP2721'OF A HILL, 346 FEET NORTHWEST OF A POWER POLE, 3 FEET EAST
 CP2721'OF A METAL WITNESS POST AND 68 FEET WEST OF A 12-INCH OAK
 CP2721'TREE.  IT IS A TRIANGULATION STATION DISK STAMPED ADAMS
 CP2721'3 1968, PROJECTING 4 INCHES.
 CP2721'
 CP2721'THE AZIMUTH MARK IS 0.15 MILE SOUTH-SOUTHEAST OF THE STATION,
 CP2721'53 FEET EAST-NORTHEAST OF THE CENTER OF THE BLACK TOP ROAD,
 CP2721'12.5 FEET EAST OF A FENCE CORNER, 5 FEET NORTH OF A FENCE
 CP2721'LINE, 132 FEET NNE OF A POWER POLE WITH A BRACE, 167 FEET
 CP2721'SSE OF A POWER POLE, AND 1 FOOT NE OF A METAL WITNESS POST.
 CP2721'IT IS AN AZIMUTH MARK DISK, STAMPED ADAMS 2 RESET 1955 1965.
 CP2721'
 CP2721'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO NE
 CP2721'ON EAST MAIN STREET FOR 0.7 MILE TO A SIDE ROAD RIGHT, TURN
 CP2721'RIGHT AND GO 150 FEET TO STATE HIGHWAY 18, TURN LEFT ON
 CP2721'STATE HIGHWAY 18 AND GO 3.6 MILE TO A SIDE ROAD LEFT, TURN
 CP2721'LEFT AND GO NORTH ON BLACK TOP ROAD FOR 1.45 MILE TO A T
 CP2721'INTERSECTION, TURN LEFT AND CROSS RAILROAD TRACKS, TURN
 CP2721'RIGHT AND GO NORTH FOR 0.45 MILE TO A CROSSROAD, CONTINUE
 CP2721'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CP2721'NORTHWEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CP2721
 CP2721                          STATION RECOVERY (1981)
 CP2721
 CP2721'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2726 ***********************************************************************
 CP2726  DESIGNATION -  ADAMS 2 RM 3
 CP2726  PID         -  CP2726
 CP2726  STATE/COUNTY-  MS/HINDS
 CP2726  USGS QUAD   -  LEARNED (1982)
 CP2726
 CP2726                         *CURRENT SURVEY CONTROL
 CP2726  ___________________________________________________________________
 CP2726* NAD 83(1993)-  32 10 23.55888(N)    090 34 23.61939(W)     ADJUSTED  
 CP2726* NAVD 88     -       120.0    (meters)     394.     (feet)  VERTCON   
 CP2726  ___________________________________________________________________
 CP2726  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CP2726  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2726  HORZ ORDER  -  FIRST
 CP2726
 CP2726.The horizontal coordinates were established by classical geodetic methods
 CP2726.and adjusted by the National Geodetic Survey in May 1994.
 CP2726
 CP2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2726
 CP2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2726
 CP2726.The geoid height was determined by GEOID03.
 CP2726
 CP2726;                    North         East     Units Scale Factor Converg.
 CP2726;SPC MS W     -   296,380.616   677,375.457   MT  0.99995631   -0 07 39.9
 CP2726;SPC MS W     -   972,375.40  2,222,355.98   sFT  0.99995631   -0 07 39.9
 CP2726;UTM  15      - 3,562,216.332   728,819.500   MT  1.00024574   +1 17 34.0
 CP2726
 CP2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2726!SPC MS W     -   0.99998531  x   0.99995631  =   0.99994162
 CP2726!UTM  15      -   0.99998531  x   1.00024574  =   1.00023104
 CP2726
 CP2726:                Primary Azimuth Mark                     Grid Az
 CP2726:SPC MS W     -  FLAG                                     308 34 16.4
 CP2726:UTM  15      -  FLAG                                     307 09 02.5
 CP2726
 CP2726|---------------------------------------------------------------------|
 CP2726| PID    Reference Object                     Distance      Geod. Az  |
 CP2726|                                                           dddmmss.s |
 CP2726| CP2706 FLAG                                APPROX.14.3 KM 3082636.5 |
 CP2726| CY3241 ADAMS 2 RM 5                         18.180 METERS 32916     |
 CP2726|---------------------------------------------------------------------|
 CP2726
 CP2726                          SUPERSEDED SURVEY CONTROL
 CP2726
 CP2726  NAD 83(1986)-  32 10 23.57232(N)    090 34 23.61566(W) AD(       ) 1
 CP2726  NAD 27      -  32 10 23.03179(N)    090 34 23.25750(W) AD(       ) 1
 CP2726  NGVD 29 (07/19/86)  120.0    (m)          394.     (f) VERT ANG    3  
 CP2726
 CP2726.Superseded values are not recommended for survey control.
 CP2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2726.See file dsdata.txt to determine how the superseded data were derived.
 CP2726
 CP2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2881962216(NAD 83)
 CP2726_MARKER: DS = TRIANGULATION STATION DISK
 CP2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2726
 CP2726  HISTORY     - Date     Condition        Report By
 CP2726  HISTORY     - 1965     MONUMENTED       CGS
 CP2726  HISTORY     - 19810301 GOOD             MSSU
 CP2726
 CP2726                          STATION DESCRIPTION
 CP2726
 CP2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2726'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF UTICA AND ABOUT 1
 CP2726'MILE NORTHWEST OF THE SMALL SETTLEMENT OF ADAMS, ON A HIGH HILL
 CP2726'FORMERLY OWNED BY WILLIE COLLINS, 180 FEET SOUTH OF A GRAVEL PIT,
 CP2726'LOCALLY KNOWN AS ADAMS PIT, 136 FEET SOUTH OF THE CENTER OF A
 CP2726'GRAVELED ROAD, 20 FEET EAST OF AN EMBANKMENT, 87 FEET NORTH-NORTH
 CP2726'EAST OF A 20-INCH OAK TREE, 35 FEET WEST OF AN EMBANKMENT AND 3 FEET
 CP2726'WEST OF A WITNESS POST.
 CP2726'
 CP2726'TO REACH THE STATION FROM THE POST OFFICE IN UTICA (WHICH IS 1/2
 CP2726'BLOCK WEST OF THE STATE HIGHWAY 18 AND 27), GO EAST ON HIGHWAY 18,
 CP2726'TOWARD RAYMOND, FOR 4.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 CP2726'1.5 MILE TO A T ROAD, TURN LEFT FOR ABOUT 100 YARDS, CROSSING RAIL
 CP2726'ROAD TRACKS TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.9 MILE TO THE
 CP2726'AZIMUTH MARK ON THE LEFT.  CONTINUE ON GRAVEL ROAD TO THE TOP OF THE
 CP2726'HILL AND THE MARK ON THE LEFT AND THE GRAVEL PIT ON THE RIGHT.
 CP2726'
 CP2726'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION 36 FEET NORTHWEST OF
 CP2726'A 20-INCH OAK TREE.  IT IS A STANDARD DISK, STAMPED ADAMS 2 NO 3 1955
 CP2726'PROJECTING 6 INCHES.
 CP2726'
 CP2726'1965 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 CP2726
 CP2726                          STATION RECOVERY (1981)
 CP2726
 CP2726'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2724 ***********************************************************************
 CP2724  DESIGNATION -  ADAMS 3
 CP2724  PID         -  CP2724
 CP2724  STATE/COUNTY-  MS/HINDS
 CP2724  USGS QUAD   -  LEARNED (1982)
 CP2724
 CP2724                         *CURRENT SURVEY CONTROL
 CP2724  ___________________________________________________________________
 CP2724* NAD 83(1993)-  32 10 22.52590(N)    090 34 22.12078(W)     ADJUSTED  
 CP2724* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CP2724  ___________________________________________________________________
 CP2724  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CP2724  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2724  HORZ ORDER  -  FIRST
 CP2724
 CP2724.The horizontal coordinates were established by classical geodetic methods
 CP2724.and adjusted by the National Geodetic Survey in May 1994.
 CP2724
 CP2724.The orthometric height was scaled from a topographic map.
 CP2724
 CP2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2724
 CP2724.The geoid height was determined by GEOID03.
 CP2724
 CP2724;                    North         East     Units Scale Factor Converg.
 CP2724;SPC MS W     -   296,348.711   677,414.646   MT  0.99995629   -0 07 39.1
 CP2724;SPC MS W     -   972,270.73  2,222,484.55   sFT  0.99995629   -0 07 39.1
 CP2724;UTM  15      - 3,562,185.400   728,859.479   MT  1.00024596   +1 17 34.7
 CP2724
 CP2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2724!SPC MS W     -   0.99998531  x   0.99995629  =   0.99994160
 CP2724!UTM  15      -   0.99998531  x   1.00024596  =   1.00023126
 CP2724
 CP2724|---------------------------------------------------------------------|
 CP2724| PID    Reference Object                     Distance      Geod. Az  |
 CP2724|                                                           dddmmss.s |
 CP2724| CP2723 ADAMS 2 AZ MK RESET                 265.092 METERS 14351     |
 CP2724| CP2725 ADAMS 3 RM 6                         27.832 METERS 24248     |
 CP2724| CP2727 ADAMS 2 1955 POINT A                 71.402 METERS 30006     |
 CP2724| CP2721 ADAMS 2                              57.032 METERS 32455     |
 CP2724|---------------------------------------------------------------------|
 CP2724
 CP2724                          SUPERSEDED SURVEY CONTROL
 CP2724
 CP2724  NAD 83(1986)-  32 10 22.53984(N)    090 34 22.11679(W) AD(       ) 1
 CP2724  NAD 27      -  32 10 21.99878(N)    090 34 21.75891(W) AD(       ) 1
 CP2724
 CP2724.Superseded values are not recommended for survey control.
 CP2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2724.See file dsdata.txt to determine how the superseded data were derived.
 CP2724
 CP2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2885962185(NAD 83)
 CP2724_MARKER: DS = TRIANGULATION STATION DISK
 CP2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2724+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2000
 CP2724
 CP2724  HISTORY     - Date     Condition        Report By
 CP2724  HISTORY     - 1968     MONUMENTED       CGS
 CP2724  HISTORY     - 1970     GOOD             NGS
 CP2724  HISTORY     - 1977     GOOD             MSHD
 CP2724  HISTORY     - 20000310 GOOD             NGS
 CP2724
 CP2724                          STATION DESCRIPTION
 CP2724
 CP2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP2724'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF UTICA AND ABOUT 1
 CP2724'MILE NORTHWEST OF THE OLD SIDING OF ADAMS, AT THE SOUTHEAST EDGE
 CP2724'OF THE GRAVEL PIT LOCALLY KNOWN AS ADAMS PIT.  IT IS 47 FEET
 CP2724'NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 6 FEET NORTHWEST
 CP2724'OF A POWER LINE, ABOUT 100 FEET EAST OF THE CREST OF THE HILL,
 CP2724'346 FEET NORTHWEST OF A POWER LINE POLE, 68 FEET WEST
 CP2724'OF A 12-INCH OAK TREE AND 3 FEET EAST OF A METAL WITNESS
 CP2724'POST.  IT IS A TRIANGULATION STATION, STAMPED ADAMS 3 1968,
 CP2724'PROJECTING 4 INCHES.
 CP2724'
 CP2724'REFERENCE MARK NO. 6 IS 91.31 FEET WEST OF THE STATION, 36
 CP2724'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 17.5 FEET WEST-NORTHWEST
 CP2724'OF A TRIANGULAR BLAZED 18-INCH OAK TREE, 38 FEET EAST-SOUTHEAST
 CP2724'OF A LEANING 12-INCH OAK TREE AND 1 FOOT SOUTHWEST OF A METAL
 CP2724'WITNESS POST.  IT IS REFERENCE MARK DISK, STAMPED ADAMS 3 NO 6
 CP2724'1968, PROJECTING 6 INCHES.
 CP2724'
 CP2724'TRIANGULATION STATION ADAMS 2 1955 IS 187.11 FEET NNW OF THE
 CP2724'STATION, ON THE TOP OF A MOUND OF GROUND ABOUT 15 FEET ABOVE
 CP2724'THE FLOOR OF THE GRAVEL PIT, IT IS 120 FEET NORTHEAST OF THE
 CP2724'CENTER OF THE HIGHWAY, 3 FEET NORTH OF A POWER POLE AND 1 FOOT
 CP2724'SOUTHWEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 CP2724'STATION DISK, STAMPED ADAMS 2 1955, PROJECTING 6 INCHES.
 CP2724'
 CP2724'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, 53 FEET
 CP2724'EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 12.5 FEET EAST
 CP2724'OF A FENCE CORNER, 5 FEET NORTH OF A FENCE LINE, 132 FEET NNE
 CP2724'OF A POWER POLE WITH A BRACE, 167 FEET SSE OF A POWER POLE,
 CP2724'AND 1 FOOT NE OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 CP2724'DISK, STAMPED ADAMS 2 RESET 1965 1955
 CP2724'
 CP2724'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO NE ON EAST
 CP2724'MAIN STREET FOR 0.7 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CP2724'GO ABOUT 150 FEET TO STATE HIGHWAY 18, TURN LEFT ON STATE HIGHWAY
 CP2724'18 AND GO NORTH FOR 3.6 MILE TO A SIDE ROAD LEFT, TURN LEFT
 CP2724'AND GO NORTH ON A BLACK TOP ROAD FOR 1.45 MILE TO A T
 CP2724'INTERSECTION, TURN LEFT, CROSS RAILROAD TRACKS, TURN RIGHT,
 CP2724'AND GO 0.45 MILE TO A CROSSROAD, CONTINUE 0.4 MILE TO THE
 CP2724'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO THE
 CP2724'STATION ON THE RIGHT.
 CP2724
 CP2724                          STATION RECOVERY (1970)
 CP2724
 CP2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LWR)
 CP2724'ADAMS 3 1968 GOOD
 CP2724'
 CP2724'ADAMS 2 1955 GOOD
 CP2724'
 CP2724'ADAMS NO. 2 1955 RESET 1965 GOOD
 CP2724'
 CP2724'ADAMS NO. 6 1968 GOOD
 CP2724'
 CP2724'I HAD A DESCRIPTION OF ADAMS 2, 1955, BUT ADAMS 3, 1968
 CP2724'HAS BEEN SET AND I FOUND ADAMS 3, 1968 AND ADAMS NO. 6, 1968
 CP2724'IN GOOD CONDITION.
 CP2724
 CP2724                          STATION RECOVERY (1977)
 CP2724
 CP2724'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2724'THE STATION WAS VISITED 7-25-77 AND THE STATION MARK, ADAMS
 CP2724'2 1956, RM NO 6 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CP2724'CONDITION.  ADAMS 2 IS ON A MOUND OF DIRT ABOUT
 CP2724'15 FEET ABOVE THE GROUND.  SOME CLEARING WILL BE REQUIRED
 CP2724'FOR THE AZIMUTH MARK TO BE VISIBLE.
 CP2724'
 CP2724'THE STATION IS LOCATED 5.4 MILES NORTHWEST OF UTICA, 10.7
 CP2724'MILES SOUTHWEST OF RAYMOND, 1.1 MILES NORTHWEST OF THE OLD ADAMS
 CP2724'SIDING AT THE SOUTHEAST EDGE OF A GRAVEL PIT LOCALLY KNOWN
 CP2724'AS ADAMS PITS IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
 CP2724'23, T 4N, R 4W.  IT IS 100 FEET SOUTHEAST OF THE CREST OF A HILL,
 CP2724'88.5 FEET EAST-NORTHEAST OF AN 18 INCH TRIANGULAR BLAZED OAK, 69
 CP2724'FEET WEST OF AN 18 INCH OAK, 44 FEET NORTHEAST OF THE CENTER
 CP2724'OF A BLACK TOP ROAD, 29.5 FEET NORTH OF A POWER POLE WITH GUY
 CP2724'WIRES, 1.5 FEET EAST OF A METAL WITNESS POST, 1.5 FEET
 CP2724'NORTHWEST OF ANOTHER METAL WITNESS POST AND PROJECTS 4 INCHES.
 CP2724'IT IS A TRIANGULATION DISK, STAMPED ADAMS 3 1968.
 CP2724'
 CP2724'ADAMS 2 IS 187.12 FEET NORTH-NORTHWEST OF THE STATION.  IT IS
 CP2724'216 FEET NORTHWEST OF A POWER POLE WITH GUY WIRES, 120 FEET
 CP2724'NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 9.5 FEET SOUTHWEST
 CP2724'OF AN 8 INCH PINE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND
 CP2724'PROJECTS 1 INCH.  IT IS A TRIANGULATION DISK, STAMPED ADAMS 2 1955.
 CP2724'
 CP2724'REFERENCE MARK NO 6 IS 91.31 FEET WEST OF THE STATION.  IT IS
 CP2724'94.5 FEET WEST OF A POWER POLE WITH GUY WIRES, 38 FEET SOUTHEAST
 CP2724'OF A LEANING 12 INCH OAK, 35 FEET SOUTHWEST OF THE CENTER OF A
 CP2724'BLACK TOP ROAD, 17.5 FEET NORTH-NORTHWEST OF A TRIANGULAR
 CP2724'BLAZED 18 INCH OAK, 1 FOOT EAST OF A METAL WITNESS POST AND
 CP2724'PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED ADAMS
 CP2724'3 NO 6 1968.
 CP2724'
 CP2724'THE DISTANCE BEWEEN REFERENCE NO 6 AND ADAMS 2 IS 196.64 FEET.
 CP2724'
 CP2724'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION.  IT IS
 CP2724'167 FEET SOUTHWEST OF A POWER POLE, 132 FEET NORTH-NORTHEAST OF
 CP2724'A POWER POLE, 132 FEET NORTH-NORTHEAST OF A POWER POLE, 51 FEET
 CP2724'EAST-NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 12.5 FEET EAST
 CP2724'OF A FENCE CORNER, 10 FEET NORTHWEST OF A 9 INCH TWIN OAK, 9
 CP2724'FEET WEST OF A 10 INCH OAK, 1 FOOT NORTHEAST OF A METAL WITNESS
 CP2724'POST AND PROJECTS 3 INCHES.  IT IS AN AZIMUTH MARK DISK,
 CP2724'STAMPED ADAMS 2 RESET 1955 1965).
 CP2724'
 CP2724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND
 CP2724'STATE HIGHWAY 18 AT THE EAST EDGE OF UTICA GO NORTHEAST ON STATE
 CP2724'HIGHWAY 18 FOR 3.35 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 CP2724'NORTH ON BERRY ROAD FOR 1.55 MILES TO A T INTERSECTION.  TURN
 CP2724'LEFT CROSSING THE TRACK THEN RIGHT AND GO NORTH ON ADAMS STATION
 CP2724'ROAD FOR 0.65 MILE TO A CROSSROAD.  CONTINUE NORTH ON A BLACK
 CP2724'TOP ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2724'CONTINUE NORTHWEST ON A BLACK TOP ROAD FOR 0.15 MILE TO THE
 CP2724'STATION ON THE RIGHT.
 CP2724'
 CP2724'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2724'5.4 MILES NORTHWEST OF UTICA.
 CP2724
 CP2724                          STATION RECOVERY (2000)
 CP2724
 CP2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP2724'MARK IS IN A CLEARED PARKING AREA SW OF STEEL CYLINDRICAL WATER TANK,
 CP2724'SLIVER COLORED WITH BLACK LETTERS = SOUTH CENTRAL WATER ASSN.  USABLE
 CP2724'BUT NOT IDEAL FOR GPS OBS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2725 ***********************************************************************
 CP2725  DESIGNATION -  ADAMS 3 RM 6
 CP2725  PID         -  CP2725
 CP2725  STATE/COUNTY-  MS/HINDS
 CP2725  USGS QUAD   -  LEARNED (1982)
 CP2725
 CP2725                         *CURRENT SURVEY CONTROL
 CP2725  ___________________________________________________________________
 CP2725* NAD 83(1993)-  32 10 22.11283(N)    090 34 23.06561(W)     ADJUSTED  
 CP2725* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CP2725  ___________________________________________________________________
 CP2725  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CP2725  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2725  HORZ ORDER  -  FIRST
 CP2725
 CP2725.The horizontal coordinates were established by classical geodetic methods
 CP2725.and adjusted by the National Geodetic Survey in May 1994.
 CP2725
 CP2725.The orthometric height was scaled from a topographic map.
 CP2725
 CP2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2725
 CP2725.The geoid height was determined by GEOID03.
 CP2725
 CP2725;                    North         East     Units Scale Factor Converg.
 CP2725;SPC MS W     -   296,336.043   677,389.866   MT  0.99995630   -0 07 39.6
 CP2725;SPC MS W     -   972,229.17  2,222,403.25   sFT  0.99995630   -0 07 39.6
 CP2725;UTM  15      - 3,562,172.118   728,835.013   MT  1.00024582   +1 17 34.2
 CP2725
 CP2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2725!SPC MS W     -   0.99998531  x   0.99995630  =   0.99994161
 CP2725!UTM  15      -   0.99998531  x   1.00024582  =   1.00023112
 CP2725
 CP2725                          SUPERSEDED SURVEY CONTROL
 CP2725
 CP2725  NAD 83(1986)-  32 10 22.12677(N)    090 34 23.06163(W) AD(       ) 1
 CP2725  NAD 27      -  32 10 21.58570(N)    090 34 22.70372(W) AD(       ) 1
 CP2725
 CP2725.Superseded values are not recommended for survey control.
 CP2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2725.See file dsdata.txt to determine how the superseded data were derived.
 CP2725
 CP2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2883562172(NAD 83)
 CP2725_MARKER: DR = REFERENCE MARK DISK
 CP2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2725
 CP2725  HISTORY     - Date     Condition        Report By
 CP2725  HISTORY     - 1968     MONUMENTED       CGS
 CP2725  HISTORY     - 19810301 GOOD             MSSU
 CP2725
 CP2725                          STATION DESCRIPTION
 CP2725
 CP2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP2725'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF UTICA AND ABOUT
 CP2725'1 MILE NORTHWEST OF THE OLD SIDING OF ADAMS, AT THE SOUTHEAST
 CP2725'EDGE OF THE GRAVEL PIT LOCALLY KNOWN AS ADAMS PIT.
 CP2725'
 CP2725'REFERENCE MARK NO. 6 IS 91.31 FEET WEST OF THE STATION, 36
 CP2725'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 17.5 FEET WEST-NORTHWEST
 CP2725'OF A TRIANGULAR BLAZED 18-INCH OAK TREE, 38 FEET EAST-SOUTHEAST
 CP2725'OF A LEANING 12-INCH OAK TREE AND 1 FOOT SOUTHWEST OF A METAL
 CP2725'WITNESS POST.  IT IS REFERENCE MARK DISK, STAMPED ADAMS 3 NO 6
 CP2725'1968, PROJECTING 6 INCHES.
 CP2725'
 CP2725'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO NE ON
 CP2725'EAST MAIN STREET FOR 0.7 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 CP2725'AND GO ABOUT 150 FEET TO STATE HIGHWAY 18, TURN LEFT ON STATE
 CP2725'HIGHWAY 18 AND GO NORTH FOR 3.6 MILE TO A SIDE ROAD LEFT, TURN
 CP2725'LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 1.45
 CP2725'MILE TO A T INTERSECTION, TURN LEFT, CROSS RAILROAD TRACKS,
 CP2725'TURN RIGHT, AND GO 0.45 MILE TO A CROSSROAD, CONTINUE 0.4 MILE
 CP2725'TO ADAMS 3 AZ MK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO THE
 CP2725'STATION ON THE RIGHT.
 CP2725
 CP2725                          STATION RECOVERY (1981)
 CP2725
 CP2725'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0769 ***********************************************************************
 DJ0769  DESIGNATION -  ADAMS RM 1
 DJ0769  PID         -  DJ0769
 DJ0769  STATE/COUNTY-  MS/NOXUBEE
 DJ0769  USGS QUAD   -  MASHULAVILLE (1982)
 DJ0769
 DJ0769                         *CURRENT SURVEY CONTROL
 DJ0769  ___________________________________________________________________
 DJ0769* NAD 83(1986)-  33 05 54.     (N)    088 37 58.     (W)     SCALED    
 DJ0769* NAVD 88     -        78.856  (meters)     258.71   (feet)  ADJUSTED  
 DJ0769  ___________________________________________________________________
 DJ0769  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0769  DYNAMIC HT  -          78.770 (meters)     258.43  (feet)  COMP
 DJ0769  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 DJ0769
 DJ0769  VERT ORDER  -  SECOND    CLASS 0
 DJ0769
 DJ0769.The horizontal coordinates were scaled from a topographic map and have
 DJ0769.an estimated accuracy of +/- 6 seconds.
 DJ0769
 DJ0769.The orthometric height was determined by differential leveling
 DJ0769.and adjusted in June 1991.
 DJ0769
 DJ0769.The geoid height was determined by GEOID03.
 DJ0769
 DJ0769.The dynamic height is computed by dividing the NAVD 88
 DJ0769.geopotential number by the normal gravity value computed on the
 DJ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0769.degrees latitude (g = 980.6199 gals.).
 DJ0769
 DJ0769.The modeled gravity was interpolated from observed gravity values.
 DJ0769
 DJ0769;                    North         East    Units  Estimated Accuracy
 DJ0769;SPC MS E     -   398,960.      318,720.      MT  (+/- 180 meters Scaled)
 DJ0769
 DJ0769                          SUPERSEDED SURVEY CONTROL
 DJ0769
 DJ0769  NGVD 29 (??/??/92)   78.823  (m)          258.61   (f) ADJ UNCH    2 0
 DJ0769
 DJ0769.Superseded values are not recommended for survey control.
 DJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0769.See file dsdata.txt to determine how the superseded data were derived.
 DJ0769
 DJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB476633(NAD 83)
 DJ0769_MARKER: DR = REFERENCE MARK DISK
 DJ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0769_STAMPING: ADAMS NO 1 1935
 DJ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0769+STABILITY: SURFACE MOTION
 DJ0769
 DJ0769  HISTORY     - Date     Condition        Report By
 DJ0769  HISTORY     - 1935     MONUMENTED       CGS
 DJ0769  HISTORY     - 1963     GOOD             MSHD
 DJ0769
 DJ0769                          STATION DESCRIPTION
 DJ0769
 DJ0769'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0769'5.0 MI W FROM MACON.
 DJ0769'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO WEST ALONG STATE
 DJ0769'HIGHWAY 14 FOR 5.0 MILES TO A HOUSE AND THE MARK ON THE LEFT.  THE
 DJ0769'MARK IS A DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST.  IT IS
 DJ0769'350 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 225 FEET
 DJ0769'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 90 FEET SOUTHEAST OF
 DJ0769'THE SOUTHEAST CORNER OF A BARN, 1 FOOT EAST OF A FENCE, AND PROJECTS 3
 DJ0769'INCHES.  A METAL WITNESS POST WAS 123 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0770 ***********************************************************************
 DJ0770  DESIGNATION -  ADAMS RM 2
 DJ0770  PID         -  DJ0770
 DJ0770  STATE/COUNTY-  MS/NOXUBEE
 DJ0770  USGS QUAD   -  MASHULAVILLE (1982)
 DJ0770
 DJ0770                         *CURRENT SURVEY CONTROL
 DJ0770  ___________________________________________________________________
 DJ0770* NAD 83(1986)-  33 05 54.     (N)    088 37 58.     (W)     SCALED    
 DJ0770* NAVD 88     -        78.631  (meters)     257.98   (feet)  ADJUSTED  
 DJ0770  ___________________________________________________________________
 DJ0770  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0770  DYNAMIC HT  -          78.544 (meters)     257.69  (feet)  COMP
 DJ0770  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 DJ0770
 DJ0770  VERT ORDER  -  SECOND    CLASS 0
 DJ0770
 DJ0770.The horizontal coordinates were scaled from a topographic map and have
 DJ0770.an estimated accuracy of +/- 6 seconds.
 DJ0770
 DJ0770.The orthometric height was determined by differential leveling
 DJ0770.and adjusted in June 1991.
 DJ0770
 DJ0770.The geoid height was determined by GEOID03.
 DJ0770
 DJ0770.The dynamic height is computed by dividing the NAVD 88
 DJ0770.geopotential number by the normal gravity value computed on the
 DJ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0770.degrees latitude (g = 980.6199 gals.).
 DJ0770
 DJ0770.The modeled gravity was interpolated from observed gravity values.
 DJ0770
 DJ0770;                    North         East    Units  Estimated Accuracy
 DJ0770;SPC MS E     -   398,960.      318,720.      MT  (+/- 180 meters Scaled)
 DJ0770
 DJ0770                          SUPERSEDED SURVEY CONTROL
 DJ0770
 DJ0770  NGVD 29 (??/??/92)   78.598  (m)          257.87   (f) ADJ UNCH    2 0
 DJ0770
 DJ0770.Superseded values are not recommended for survey control.
 DJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0770.See file dsdata.txt to determine how the superseded data were derived.
 DJ0770
 DJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB476633(NAD 83)
 DJ0770_MARKER: DR = REFERENCE MARK DISK
 DJ0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0770_STAMPING: ADAMS NO 2 1935
 DJ0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0770+STABILITY: SURFACE MOTION
 DJ0770
 DJ0770  HISTORY     - Date     Condition        Report By
 DJ0770  HISTORY     - 1935     MONUMENTED       CGS
 DJ0770  HISTORY     - 1963     GOOD             MSHD
 DJ0770
 DJ0770                          STATION DESCRIPTION
 DJ0770
 DJ0770'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0770'5.0 MI W FROM MACON.
 DJ0770'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO WEST ALONG STATE
 DJ0770'HIGHWAY 14 FOR 5.0 MILES TO A HOUSE AND THE MARK ON THE LEFT.  THE
 DJ0770'MARK IS A DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST.  IT IS
 DJ0770'120 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 230 FEET SOUTHWEST
 DJ0770'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF A SMALL SHED, AND
 DJ0770'PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 74 FEET SOUTH OF THE
 DJ0770'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0499 ***********************************************************************
 EH0499  DESIGNATION -  ADEHO 2
 EH0499  PID         -  EH0499
 EH0499  STATE/COUNTY-  MS/COAHOMA
 EH0499  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0499
 EH0499                         *CURRENT SURVEY CONTROL
 EH0499  ___________________________________________________________________
 EH0499* NAD 83(1993)-  34 22 40.55892(N)    090 38 03.11333(W)     ADJUSTED  
 EH0499* NAVD 88     -        58.732  (meters)     192.69   (feet)  ADJUSTED  
 EH0499  ___________________________________________________________________
 EH0499  X           -     -58,328.610 (meters)                     COMP
 EH0499  Y           -  -5,269,404.681 (meters)                     COMP
 EH0499  Z           -   3,581,142.406 (meters)                     COMP
 EH0499  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH0499  ELLIP HEIGHT-          31.988 (meters)          (05/13/94) ADJUSTED
 EH0499  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0499  DYNAMIC HT  -          58.674 (meters)     192.50  (feet)  COMP
 EH0499  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EH0499
 EH0499  HORZ ORDER  -  FIRST
 EH0499  VERT ORDER  -  FIRST     CLASS I
 EH0499  ELLP ORDER  -  FOURTH    CLASS I
 EH0499
 EH0499.The horizontal coordinates were established by GPS observations
 EH0499.and adjusted by the National Geodetic Survey in May 1994.
 EH0499
 EH0499.The orthometric height was determined by differential leveling
 EH0499.and adjusted in July 1994.
 EH0499.WARNING-Repeat measurements at this control monument indicate possible
 EH0499.vertical movement.
 EH0499
 EH0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0499
 EH0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0499
 EH0499.The ellipsoidal height was determined by GPS observations
 EH0499.and is referenced to NAD 83.
 EH0499
 EH0499.The geoid height was determined by GEOID03.
 EH0499
 EH0499.The dynamic height is computed by dividing the NAVD 88
 EH0499.geopotential number by the normal gravity value computed on the
 EH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0499.degrees latitude (g = 980.6199 gals.).
 EH0499
 EH0499.The modeled gravity was interpolated from observed gravity values.
 EH0499
 EH0499;                    North         East     Units Scale Factor Converg.
 EH0499;SPC MS W     -   540,908.669   672,329.707   MT  0.99995943   -0 10 11.6
 EH0499;SPC MS W     - 1,774,631.19  2,205,801.71   sFT  0.99995943   -0 10 11.6
 EH0499;SPC AR S     -   590,640.042   525,606.043   MT  0.99993638   +0 45 51.9
 EH0499;SPC AR S     - 1,937,791.54  1,724,425.83   sFT  0.99993638   +0 45 51.9
 EH0499;UTM  15      - 3,806,598.408   717,526.939   MT  1.00018329   +1 20 10.9
 EH0499
 EH0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0499!SPC MS W     -   0.99999498  x   0.99995943  =   0.99995441
 EH0499!SPC AR S     -   0.99999498  x   0.99993638  =   0.99993136
 EH0499!UTM  15      -   0.99999498  x   1.00018329  =   1.00017827
 EH0499
 EH0499:                Primary Azimuth Mark                     Grid Az
 EH0499:SPC MS W     -  HELENA ARK PWR AND LT STACK              014 26 45.0
 EH0499:SPC AR S     -  HELENA ARK PWR AND LT STACK              013 30 41.5
 EH0499:UTM  15      -  HELENA ARK PWR AND LT STACK              012 56 22.5
 EH0499
 EH0499|---------------------------------------------------------------------|
 EH0499| PID    Reference Object                     Distance      Geod. Az  |
 EH0499|                                                           dddmmss.s |
 EH0499| EH2854 HELENA ARK PWR AND LT STACK         APPROX.16.0 KM 0141633.4 |
 EH0499| EH2764 HELENA ARK PWR AND LT STK           APPROX. 9.9 KM 0191130.8 |
 EH0499| EH0501 ADEHO 2 RM 5                         45.397 METERS 04150     |
 EH0499| EH0494 ADEHO RESET                          79.803 METERS 04759     |
 EH0499| EH0497 ADEHO RM 2                           74.304 METERS 06623     |
 EH0499| EH0498 ADEHO 2 AZ MK                                      1303438.2 |
 EH0499| CY5140 ADEHO 2 RM 3                         38.256 METERS 18039     |
 EH0499| EH2774 FRIARS POINT WATER TANK             APPROX. 0.9 KM 2135033.9 |
 EH0499| EH0500 ADEHO 2 RM 4                         40.322 METERS 22504     |
 EH0499|---------------------------------------------------------------------|
 EH0499
 EH0499                          SUPERSEDED SURVEY CONTROL
 EH0499
 EH0499  NAD 83(1986)-  34 22 40.56719(N)    090 38 03.11272(W) AD(       ) 1
 EH0499  NAD 27      -  34 22 40.19442(N)    090 38 02.73802(W) AD(       ) 1
 EH0499  NAVD 88 (06/15/91)   58.738  (m)          192.71   (f) UNKNOWN     1 1
 EH0499  NGVD 29 (??/??/??)   58.796  (m)          192.90   (f) ADJUSTED    1 1
 EH0499
 EH0499.Superseded values are not recommended for survey control.
 EH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0499.See file dsdata.txt to determine how the superseded data were derived.
 EH0499
 EH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1752706598(NAD 83)
 EH0499_MARKER: DS = TRIANGULATION STATION DISK
 EH0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0499_SP_SET: SQUARE CONCRETE MONUMENT
 EH0499_STAMPING: ADEHO 2 1953
 EH0499_MARK LOGO: CGS   
 EH0499_PROJECTION: RECESSED 5 CENTIMETERS
 EH0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0499+STABILITY: SURFACE MOTION
 EH0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0499+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0499
 EH0499  HISTORY     - Date     Condition        Report By
 EH0499  HISTORY     - 1953     MONUMENTED       CGS
 EH0499  HISTORY     - 1965     GOOD             CGS
 EH0499  HISTORY     - 1966     GOOD             CGS
 EH0499  HISTORY     - 1971     GOOD             NGS
 EH0499  HISTORY     - 1974     GOOD             NGS
 EH0499  HISTORY     - 1974     GOOD             NGS
 EH0499  HISTORY     - 1983     GOOD             NGS
 EH0499  HISTORY     - 1984     GOOD             NGS
 EH0499  HISTORY     - 19920123 GOOD             NGS
 EH0499
 EH0499                          STATION DESCRIPTION
 EH0499
 EH0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH0499'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHWEST OF LULA,
 EH0499'MISS., 8.0 MILES WEST OF COAHOMA, AND ABOUT 0.5 MILE NORTH
 EH0499'OF FRIARS POINT, ON THE BANQUETTE OF THE OLD LEVEE.  THE
 EH0499'STATION MARK IS LOCATED 67 FEET NORTH OF THE CENTER LINE
 EH0499'OF MACADAM ROAD AND 40 FEET SOUTH OF CROWN OF LEVEE.  MARK
 EH0499'IS STAMPED ADEHO 2 1953 AND IS FLUSH WITH THE GROUND.
 EH0499'
 EH0499'R.M.NO.3 IS 17 FEET SOUTH OF CENTER LINE OF MACADAM ROAD
 EH0499'AND 17.5 FEET NORTH OF A FENCE LINE.  MARK IS STAMPED ADEHO
 EH0499'NO 3 1953 AND IS FLUSH WITH THE GROUND.
 EH0499'
 EH0499'R.M. NO.4 IS ON BANQUETTE OF LEVEE, 67 FEET NORTH OF CENTER
 EH0499'LINE OF MACADAM ROAD, 40 FEET SOUTH OF CROWN OF LEVEE.  MARK
 EH0499'IS STAMPED ADEHO 2 NO 4 1953 AND IS FLUSH WITH THE GROUND.
 EH0499'
 EH0499'DISTANCE BETWEEN R.M. NO.3 AND R.M. NO. 4 IS 97.6 FEET.
 EH0499'
 EH0499'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 EH0499'0.25 MILE TO MACADAM ROAD, TURN LEFT AND GO 0.75 MILES TO A
 EH0499'GRAVELED DRIVE AND MARK ON THE RIGHT.  IT IS 30 FEET SOUTH
 EH0499'OF CENTER LINE OF MACADAM ROAD, 8 FEET EAST OF CENTER LINE
 EH0499'OF GRAVELED DRIVE AND 1 FOOT WEST OF A FENCE LINE.  MARK
 EH0499'IS STAMPED ADEHO 2 1953 AND PROJECTS 6 INCHES.
 EH0499'
 EH0499'TO REACH FROM THE POST OFFICE IN FRIARS POINT, GO NORTH
 EH0499'ON THE MAIN STREET FOR 0.35 MILE TO A SIDE ROAD LEFT, WEST,
 EH0499'TURN LEFT AND GO 0.1 MILE TO CROWN OF LEVEE, CONTINUE STRAIGHT
 EH0499'AHEAD FOR 0.15 MILE TO STATION ON THE LEFT AS DESCRIBED.
 EH0499'
 EH0499'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 EH0499
 EH0499                          STATION RECOVERY (1965)
 EH0499
 EH0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH0499'STATION MARKS, ADEHO 2 1953 AND ADEHO 1929 WERE RECOVERED
 EH0499'AND FOUND IN GOOD CONDITION.  DISTANCE AND DIRECTION TO ADEHO
 EH0499'1929 CHECKED.  DISTANCE AND DIRECTION TO REFERENCE MARK NO. 4
 EH0499'CHECKED.  REFERENCE MARK NO. 3 WAS NOT RECOVERED.  THE AZIMUTH
 EH0499'MARK WAS RECOVERED IN GOOD CONDITION BUT ITS DIRECTION WAS
 EH0499'NOT CHECKED DUE TO A GROWTH OF TREES BLOCKING THE LINE.  A
 EH0499'NEW AZIMUTH MARK WAS NOT ESTABLISHED.
 EH0499'
 EH0499'REFERENCE MARK NO. 2 (ADEHO NO 2 1929) WAS RECOVERED IN
 EH0499'GOOD CONDITION.  THERE WAS NO PREVIOUS INFORMATION TO CHECK
 EH0499'AGAINST THIS MARK BUT A MEASUREMENT AND DIRECTION WAS ACQUIRED
 EH0499'FROM ADEHO 2 1953 AND IS NOTED IN THE BOX SCORE ABOVE.
 EH0499'A NEW REFERENCE MARK, NO. 5 WAS ESTABLISHED BY THIS PARTY.
 EH0499'
 EH0499'THE PREVIOUS DESCRIPTION IS ADEQUATE IN PART.  THE FOLLOWING
 EH0499'IS A NEW AND COMPLETE DESCRIPTION-
 EH0499'
 EH0499'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHWEST OF LULA,
 EH0499'MISSISSIPPI, 8 MILES WEST OF COAHOMA AND 0.5 MILE NORTH OF
 EH0499'FRIARS POINT ON THE SOUTH BANQUETTE OF A LEVEE.
 EH0499'
 EH0499'TO REACH THE STATION FROM THE POST OFFICE IN FRIARS POINT
 EH0499'GO NORTHEAST ON A PAVED ROAD FOR 0.35 MILE AND A SIDE ROAD
 EH0499'ON THE LEFT.  TURN LEFT AND GO NORTH AND NORTHEAST ON A GRAVEL
 EH0499'ROAD FOR 0.05 MILE TO THE TOP OF A LEVEE.  CONTINUE NORTHEAST
 EH0499'ON THE GRAVEL ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 EH0499'
 EH0499'THE STATION MARK, A STANDARD DISK STAMPED ADEHO 2 1953 IS
 EH0499'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH0499'WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET EAST OF THE
 EH0499'CENTER OF THE CROWN OF THE LEVEE, 68 FEET NORTHWEST OF THE
 EH0499'CENTER OF A GRAVEL ROAD, 102 FEET WEST OF THE MIDDLE ONE OF
 EH0499'THREE TREES MARKED BY YELLOW PAINT TRIANGLES AND 110 FEET
 EH0499'WEST OF THE MOST NORTHEASTERN MARKED TREE.
 EH0499'
 EH0499'THE OLD STATION MARK, A STANDARD DISK STAMPED ADEHO 1929
 EH0499'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 EH0499'4 FEET BELOW THE SURFACE OF THE GROUND.  IT IS 41 FEET NORTHWEST
 EH0499'OF THE CENTER OF THE GRAVEL ROAD AND 48 FEET SOUTHEAST
 EH0499'OF THE CENTER OF THE CROWN OF THE LEVEE.
 EH0499'
 EH0499'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADEHO NO 2
 EH0499'1929 IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 EH0499'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 14 FEET
 EH0499'NORTH OF A LOCUST TREE ABOUT 20 INCHES IN DIAMETER AND 33
 EH0499'FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 EH0499'
 EH0499'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ADEHO 2 NO 4
 EH0499'1953 IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 EH0499'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTHEAST
 EH0499'OF THE CENTER OF THE CROWN OF THE LEVEE, 75 FEET NORTHWEST
 EH0499'OF THE CENTER OF THE GRAVEL ROAD AND 109 FEET NORTHWEST OF
 EH0499'THE MOST SOUTHWESTERN MARKED TREE.
 EH0499'
 EH0499'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED ADEHO 2 NO 5
 EH0499'1953 IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 EH0499'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET
 EH0499'SOUTHEAST OF THE CENTER OF THE CROWN OF THE LEVEE AND 69 FEET
 EH0499'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD.
 EH0499'
 EH0499'AZIMUTH MARK, A STANDARD DISK STAMPED ADEHO 2 1953 IS SET
 EH0499'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 EH0499'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 8 FEET EAST
 EH0499'OF THE CENTER OF A GRAVEL DRIVE AND 30 FEET SOUTH OF THE
 EH0499'CENTER OF A PAVED ROAD.
 EH0499'
 EH0499'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 EH0499'AND SOUTHEAST FOR 0.25 MILES TO A PAVED ROAD.  TURN LEFT
 EH0499'AND GO NORTHEAST AND SOUTHEAST FOR 0.35 MILES TO A GRAVEL
 EH0499'DRIVEWAY AND THE MARK ON THE RIGHT.
 EH0499'
 EH0499'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH0499
 EH0499                          STATION RECOVERY (1966)
 EH0499
 EH0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EH0499'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EH0499'THE REFERENCE MARKS WERE ALSO RECOVERED.
 EH0499
 EH0499                          STATION RECOVERY (1971)
 EH0499
 EH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EH0499'THE STATION WAS VISITED 9-27-71 AND THE STATION, AZIMUTH MARK AND
 EH0499'REFERENCE MARKS NO. 2, NO. 4 AND NO. 5 WERE FOUND IN GOOD
 EH0499'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY
 EH0499'DENSE WOOD AND A LEVEE.  A NEW DESCRIPTION FOLLOWS--
 EH0499'
 EH0499'THE STATION IS LOCATED 11.0 MILE SOUTHWEST OF LULA, 8.0 MILES WEST
 EH0499'OF COAHOMA, AND 0.5 MILE NORTH OF THE COMMUNITY OF FRIARS POINT, ON
 EH0499'THE SOUTHEAST BANQUETTE OF A SPUR LEVEE, 0.15 MILE NORTHEAST OF THE
 EH0499'FORKS IN THE LEVEE AND ABOUT 450 FEET SOUTHWEST OF A POINT WHERE
 EH0499'THE ROAD CROSSES THE SPUR LEVEE.  IT IS 66.5 FEET NORTHWEST OF THE
 EH0499'CENTER OF THE BLACK TOP ROAD, 88 FEET NORTH OF A POWER POLE, 42.5
 EH0499'FEET NORTHWEST OF A POWER LINE, 191 FEET NORTH OF A 5-FOOT
 EH0499'COTTONWOOD TREE, 42 FEET SOUTHEAST OF THE TOP OF THE LEVEE.  IT
 EH0499'IS A TRIANGULATION STATION DISK STAMPED ADEHO 2 1953,
 EH0499'FLUSH WITH THE GROUND.
 EH0499'
 EH0499'REFERENCE MARK NO. 2 IS 243.06 FEET NORTHEAST OF THE STATION.  IT IS
 EH0499'33 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 59.5 FEET SSE OF POWER
 EH0499'POLE NO. 5 60 FEET SOUTH OF A ROAD FORK, 13 FEET NORTH OF A TRIPLE
 EH0499'FORKED LOCUST TREE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 EH0499'IS MIDWAY BETWEEN TWO IRON PIPE PROJECTING 18-INCHES.  IT IS A
 EH0499'REFERENCE MARK DISK, STAMPED ADEHO NO 2 1929, FLUSH WITH THE GROUND.
 EH0499'
 EH0499'REFERENCE MARK NO. 4 IS 132.27 FEET SOUTHWEST OF THE STATION.  IT IS
 EH0499'73 FEET NORTHWEST OF THE CENTER OF THE ROAD, 30 FEET SOUTHEAST OF
 EH0499'THE TOP OF THE LEVEE, 72 FEET SOUTHWEST OF POWER POLE NO. 5, 47, 5
 EH0499'FEET NORTH WEST OF A POWER POLE, 111 FEET NORTHWEST OF A 5-FOOT
 EH0499'COTTONWOOD TREE, AN 1 FOOT NORTHWEST OF A METAL WITNESS
 EH0499'POST.  IT IS A REFERENCE MARK DISK STAMPED ADEHO 2 NO 4 1953, FLUSH
 EH0499'WITH THE GROUND.
 EH0499'
 EH0499'REFERENCE MARK NO. 5 IS 148.93 FEET NORTHEAST OF THE STATION.  IT IS
 EH0499'68 FEET NORTHWEST OF THE CENTER OF THE ROAD, 39 FEET SOUTHEAST OF
 EH0499'THE CENTER OF THE TOP OF THE LEVEE, 105 FEET SOUTHWEST OF POLE NO.
 EH0499'5, 44.5 FEET NORTHWEST OF A POWER LINE, AND 1 FOOT NORTHWEST OF
 EH0499'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED ADEHO
 EH0499'21953, NO 5 FLUSH WITH THE GROUND.
 EH0499'
 EH0499'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION.  (THE MARK IS
 EH0499'NOT VISIBLE FROM THE STATION).  IT IS 32 FEET SOUTH OF THE CENTER
 EH0499'OF THE BLACK TOP ROAD, 12 FEET EAST OF THE CENTER OF THE EAST
 EH0499'DRIVEWAY TO A WHITE HOUSE, 84 FEET NORTHWEST OF A POWER POLE, 74
 EH0499'FEET NORTHEAST OF A 2-FOOT PECAN TREE, AND 1 FOOT WEST OF A FENCE
 EH0499'AND 0.5 FOOT WEST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 EH0499'DISK STAMPED ADEHO 2 1953 PROJECTING 4 INCHES.
 EH0499'
 EH0499'TO REACH THE STATION FROM THE POST OFFICE IN FRIARS POINT GO
 EH0499'NORTHEAST ON A PAVED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN
 EH0499'LEFT AND GO NORTH AND NORTHEAST FOR 0.1 MILE TO THE TOP OF THE LEVEE,
 EH0499'CONTINUE NORTHEAST ALONG THE RIGHT SIDE OF THE SPUR LEVEE FOR
 EH0499'0.15 MILE TO THE MARK ON THE LEFT.
 EH0499'
 EH0499'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN FRIARS POINT GO
 EH0499'NORTHEAST ON PAVED ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 EH0499
 EH0499                          STATION RECOVERY (1974)
 EH0499
 EH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 EH0499'THE STATION, RM 4, RM 5, WAS RECOVERED IN GOOD CONDITION.
 EH0499'
 EH0499'THE AZIMUTH MARK WAS RECOVERED AND FOUND THE SOUTHEAST CORNER OF THE
 EH0499'CONCRETE POST CHIPPED OFF, BUT SOLID.
 EH0499'
 EH0499'REFERENCE MARK NO 2, WAS SEARCHED FOR AND NOT RECOVERED.
 EH0499'
 EH0499'STATION ADEHO 1929-1971 WAS RECOVERED AT DESCRIBED LOCATION FOR
 EH0499'ADEHO 1929.
 EH0499'
 EH0499'THE ORIGINAL DESCRIPTION, TO REACH, AS DESCRIBED IN QUAD 340903
 EH0499'STATION 1009 DATED FEBRUARY 1960 AND REVISED MAY 1966 IS ADEQUATE.
 EH0499'
 EH0499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NORTH OF
 EH0499'FRIARS POINT.
 EH0499
 EH0499                          STATION RECOVERY (1974)
 EH0499
 EH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0499'0.65 MI NE FROM FRIARS POINT.
 EH0499'ABOUT 0.40 MILE NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0499'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.25 MILE NORTHWEST AND
 EH0499'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE NORTHEAST OF THE TOP OF
 EH0499'THE MAIN LEVEE WHERE IT TURNS SOUTHWEST AND EAST, 67 FEET NORTHWEST OF
 EH0499'THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTHEAST TO A GRAVEL
 EH0499'COMPANY, 46 FEET SOUTHEAST OF THE CENTER OF THE TOP OF A SPUR LEVEE,
 EH0499'8.2 FEET SOUTHEAST OF THE CENTER LINE OF ANOTHER GRAVEL ROAD, 1.3 FEET
 EH0499'NORTHWEST OF A METAL WITNESS POST, 10 FEET ABOVE LEVEL OF THE ROAD AND
 EH0499'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1/4,SEC 20 ,T
 EH0499'29N, R 4W.
 EH0499
 EH0499                          STATION RECOVERY (1983)
 EH0499
 EH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0499'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 EH0499'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 EH0499'(0.25 MI) NORTHEAST ALONG A PAVED STREET FROM THE CITY HALL IN FRIARS
 EH0499'POINT, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG ASPHALT ROAD TO TOP OF
 EH0499'LEVEE, THENCE 0.2 KM (0.1 MI) NORTH-NORTHEAST ALONG ASPHALT ROAD WHICH
 EH0499'PARALLELS AN OLD LEVEE SPUR, 13.11 METERS (43.0 FT) SOUTHEAST OF
 EH0499'APPROXIMATE CENTER OF LEVEE CROWN, 20.73 METERS (68.0 FT) NORTHWEST OF
 EH0499'ASPHALT ROAD, 45.38 METERS (148.9 FT) SOUTHWEST OF ADEHO 2 RM 5,
 EH0499'79.80 METERS (261.8 FT) SOUTHWEST OF STATION ADEHO RESET 1971, AND
 EH0499'40.32 METERS (132.3 FT) NORTHEAST OF ADEHO 2 RM 4.
 EH0499'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 EH0499
 EH0499                          STATION RECOVERY (1984)
 EH0499
 EH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH0499'STATION MARK, ADEHO 1929, REFERENCE MARKS 4 AND 5 WERE RECOVERED IN
 EH0499'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED.  THE AZIMUTH
 EH0499'MARK WAS NOT SEARCHED FOR SINCE THE 25 FOOT HIGH LEVEE BLOCKS LINE OF
 EH0499'SIGHT.  A NEW REFERENCE MARK 6 WAS ESTABLISHED AT THIS TIME.  THE
 EH0499'DIRECTIONS BETWEEN REFERENCE MARKS 4 AND 5, AND ADEHO 1929 CHECKED
 EH0499'THE 1974 DATA.  THE DISTANCE TO REFERENCE MARK 4 CHECKED THE 1974
 EH0499'DATA.  THE DISTANCE TO REFERENCE MARK 5 AND ADEHO 1929 WERE FOUND
 EH0499'TO BE SHORTER BY 0.013 METER AND 0.008 METER RESPECTIVELY.  A SHORTER
 EH0499'DISTANCE OF 0.020 METER WAS NOTED.  BETWEEN REFERENCE MARK 5 AND
 EH0499'ADEHO 1929.  THE DISTANCE TO ADEHO 1929 WAS ONLY 0.002 METER SHORTER
 EH0499'THAN THE ORIGINAL 1953 DATA.
 EH0499'
 EH0499'THE STATION IS LOCATED 0.8 KM (0.5 MI) NORTH OF FRIARS POINT, AT THE
 EH0499'TOE OF A SPUR LEVEE, ABOUT MIDWAY BETWEEN THE MAIN LEVEE AND ENTRANCE
 EH0499'TO GRAVEL PIT, ALONG GRAVEL LANE WHICH PARALLELS A PAVED ROAD.
 EH0499'OWNERSHIP-- YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF ENGINEER
 EH0499'JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, PHONE (601) 624-4397.
 EH0499'
 EH0499'TO REACH THE STATION FROM FRIARS POINT POST OFFICE, GO NORTHEAST ON
 EH0499'2ND STREET FOR 0.7 KM (0.45 MI) TO A PAVED STREET LEFT.  TURN LEFT,
 EH0499'NORTHWEST, FOR 0.2 KM (0.1 MI) TO THE MAIN LEVEE ROAD AND REFERENCE
 EH0499'MARK 6 ON THE LEFT.  CONTINUE AHEAD ON THE LEFT ONE OF TWO ROADS
 EH0499'(GRAVEL) FOR 0.25 KM (0.15 MI) TO STATION ON THE RIGHT.
 EH0499'
 EH0499'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH0499'---ADEHO 2 1953--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 EH0499'CM (12 INCHES) ON SIDE RECESSED 5 CM (2.0 INCHES) BELOW THE GROUND
 EH0499'LOCATED 26.8 METERS (87.9 FEET) N FROM U POLE 4P, 2.4 METERS (7.9
 EH0499'FEET) E FROM CENTERLINE OF DIRT ROAD, AND 20.2 METERS (66.3 FEET) NW
 EH0499'FROM CENTERLINE OF PUD ROAD (SLOPE).
 EH0499'
 EH0499'REFERENCE MARK NO. 5 IS A STANDARD RM DISK STAMPED---ADEHO
 EH0499'2 NO 5 1953--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 EH0499'(12 INCHES) ON SIDE RECESSED 5 CM (2.0 INCHES) BELOW THE GROUND
 EH0499'LOCATED 0.3 METER (1 FOOT) E FROM CENTERLINE OF DIRT ROAD, 32.3
 EH0499'METERS (106.0 FEET) SW FROM GUYED U POLE, AND 20.1 METERS (65.9 FEET)
 EH0499'W FROM CENTERLINE OF PUD ROAD (SLOPE).
 EH0499'
 EH0499'REFERENCE MARK NO. 4 IS A STANDARD RM DISK STAMPED---ADEHO
 EH0499'2 NO 4 1953--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 EH0499'(12 INCHES) ON SIDE RECESSED 15 CM (5.9 INCHES) BELOW THE GROUND
 EH0499'LOCATED 2.6 METERS (8.5 FEET) NW FROM CENTERLINE OF DIRT ROAD, 22.9
 EH0499'METERS (75.1 FEET) NW FROM CENTERLINE OF PVD ROAD (SLOPE), 22.1
 EH0499'METERS (72.5 FEET) W FROM UTILITY POLE 4P, AND 9.1 METERS (29.9 FEET)
 EH0499'SE FROM BANK EDGE (SLOPE).
 EH0499'
 EH0499'REFERENCE MARK IS A STANDARD
 EH0499'NATIONAL GEODETIC SURVEY DISK STAMPED---ADEHO 1929 1971---
 EH0499'RECESSED 5 CM (2.0 INCHES) BELOW THE
 EH0499'GROUND LOCATED 4.0 METERS (13.1 FEET) E FROM CENTERLINE OF DIRT ROAD,
 EH0499'13.8 METERS (45.3 FEET) W FROM CENTERLINE OF PVD ROAD, 7.5 METERS
 EH0499'(24.6 FEET) NW FROM U POLE, AND 46.1 METERS (151.2 FEET) S FROM W I
 EH0499'BEAM GATE POST TO POLE GATE ACROSS PV ROAD.
 EH0499'
 EH0499'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY RM DISK
 EH0499'STAMPED ---ADEHO 2 1953 NO 6 1984--- SET INTO THE TOP OF A SQUARE
 EH0499'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 EH0499'LOCATED 79.7 METERS (261.48 FEET) SW FROM JUNCTION OF PAVED AND LEVEE
 EH0499'ROADS, 3.4 METERS (11.2 FEET) SE FROM LEVEE ROAD CENTER, AND 0.3
 EH0499'METER (1 FOOT) NE FROM FIBERGLASS WITNESS POST, AND SET BETWEEN TWO
 EH0499'STEEL BLADE POSTS.
 EH0499'
 EH0499'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH0499'MAY-JUNE 1984.
 EH0499'
 EH0499'NO LIGHT SHOWN FROM THIS STATION.
 EH0499
 EH0499                          STATION RECOVERY (1992)
 EH0499
 EH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0499'0.7 KM (0.45 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0499'OFFICE IN FRIARS POINT, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A
 EH0499'PAVED ROAD LEADING TO THE MISSISSIPPI LIMESTONE COMPANY, 26.6 M
 EH0499'(87.3 FT) NORTH OF UTILITY POLE NUMBER P4, 20.1 M (65.9 FT) NORTHWEST
 EH0499'OF THE ROAD CENTERLINE, 2.6 M (8.5 FT) SOUTHEAST OF THE CENTER OF A
 EH0499'GRAVELED ROAD ON A SPUR LEVEE, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE
 EH0499'ROAD, 0.7 M (2.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 EH0499'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0498 ***********************************************************************
 EH0498  DESIGNATION -  ADEHO 2 AZ MK
 EH0498  PID         -  EH0498
 EH0498  STATE/COUNTY-  MS/COAHOMA
 EH0498  USGS QUAD   -  FRIARS POINT (1964)
 EH0498
 EH0498                         *CURRENT SURVEY CONTROL
 EH0498  ___________________________________________________________________
 EH0498* NAD 83(1986)-  34 22 28.     (N)    090 37 44.     (W)     SCALED    
 EH0498* NAVD 88     -        55.342  (meters)     181.57   (feet)  ADJUSTED  
 EH0498  ___________________________________________________________________
 EH0498  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0498  DYNAMIC HT  -          55.287 (meters)     181.39  (feet)  COMP
 EH0498  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EH0498
 EH0498  VERT ORDER  -  FIRST     CLASS I
 EH0498
 EH0498.The horizontal coordinates were scaled from a topographic map and have
 EH0498.an estimated accuracy of +/- 6 seconds.
 EH0498
 EH0498.The orthometric height was determined by differential leveling
 EH0498.and adjusted in July 1994.
 EH0498
 EH0498.The geoid height was determined by GEOID03.
 EH0498
 EH0498.The dynamic height is computed by dividing the NAVD 88
 EH0498.geopotential number by the normal gravity value computed on the
 EH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0498.degrees latitude (g = 980.6199 gals.).
 EH0498
 EH0498.The modeled gravity was interpolated from observed gravity values.
 EH0498
 EH0498;                    North         East    Units  Estimated Accuracy
 EH0498;SPC MS W     -   540,520.      672,820.      MT  (+/- 180 meters Scaled)
 EH0498
 EH0498                          SUPERSEDED SURVEY CONTROL
 EH0498
 EH0498  NAVD 88 (06/15/91)   55.361  (m)          181.63   (f) UNKNOWN     1 1
 EH0498  NGVD 29 (??/??/??)   55.414  (m)          181.80   (f) ADJUSTED    1 1
 EH0498
 EH0498.Superseded values are not recommended for survey control.
 EH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0498.See file dsdata.txt to determine how the superseded data were derived.
 EH0498
 EH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU180062(NAD 83)
 EH0498_MARKER: DZ = AZIMUTH MARK DISK
 EH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0498_SP_SET: CONCRETE POST
 EH0498_STAMPING: ADEHO 2 1953
 EH0498_MARK LOGO: CGS   
 EH0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0498+STABILITY: SURFACE MOTION
 EH0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0498+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0498
 EH0498  HISTORY     - Date     Condition        Report By
 EH0498  HISTORY     - 1953     MONUMENTED       CGS
 EH0498  HISTORY     - 1974     GOOD             NGS
 EH0498  HISTORY     - 19920123 GOOD             NGS
 EH0498  HISTORY     - 20030611 GOOD             USACE
 EH0498
 EH0498                          STATION DESCRIPTION
 EH0498
 EH0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0498'0.75 MI NE FROM FRIARS POINT.
 EH0498'ABOUT 0.75 MILE NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0498'MUSEUM AND WATER TOWER AT FRIARS POINT, 33 FEET SOUTHEAST OF THE
 EH0498'CENTER LINE OF THE ROAD, 12.5 FEET EAST OF THE CENTER LINE OF THE MOST
 EH0498'EASTERN ONE OF TWO GRAVEL DRIVES LEADING SOUTH TO A FENCE HOUSE, 0.8
 EH0498'FOOT WEST OF A FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, 0.5 FOOT
 EH0498'BELOW LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 EH0498'0.6 FOOT.  1/4,SEC 20 ,T 29N, R 4W.
 EH0498
 EH0498                          STATION RECOVERY (1992)
 EH0498
 EH0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0498'1.2 KM (0.75 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0498'OFFICE IN FRIARS POINT, 0.2 KM (0.10 MI) SOUTHWEST OF THE
 EH0498'INTERSECTION OF PORT ROAD, 9.6 M (31.5 FT) SOUTH OF THE STREET
 EH0498'CENTERLINE, 3.8 M (12.5 FT) NORTHEAST OF THE MOST EASTERLY OF 2
 EH0498'DRIVEWAYS, 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 0.3 M
 EH0498'(1.0 FT) BELOW THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.2
 EH0498'M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT
 EH0498'AND SOUTHEAST CORNER IS MISSING, BUT IT IS SOLID IN PLACE.
 EH0498
 EH0498                          STATION RECOVERY (2003)
 EH0498
 EH0498'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0500 ***********************************************************************
 EH0500  DESIGNATION -  ADEHO 2 RM 4
 EH0500  PID         -  EH0500
 EH0500  STATE/COUNTY-  MS/COAHOMA
 EH0500  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0500
 EH0500                         *CURRENT SURVEY CONTROL
 EH0500  ___________________________________________________________________
 EH0500* NAD 83(1993)-  34 22 39.63480(N)    090 38 04.23077(W)     NO CHECK  
 EH0500* NAVD 88     -        58.999  (meters)     193.57   (feet)  ADJUSTED  
 EH0500  ___________________________________________________________________
 EH0500  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH0500  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0500  DYNAMIC HT  -          58.941 (meters)     193.38  (feet)  COMP
 EH0500  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EH0500
 EH0500  HORZ ORDER  -  SECOND
 EH0500  VERT ORDER  -  FIRST     CLASS I
 EH0500
 EH0500.The horizontal coordinates were established by classical geodetic methods
 EH0500.and adjusted by the National Geodetic Survey in May 1994.
 EH0500.No horizontal observational check was made to the station.
 EH0500
 EH0500.The orthometric height was determined by differential leveling
 EH0500.and adjusted in July 1994.
 EH0500.WARNING-Repeat measurements at this control monument indicate possible
 EH0500.vertical movement.
 EH0500
 EH0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0500
 EH0500.The geoid height was determined by GEOID03.
 EH0500
 EH0500.The dynamic height is computed by dividing the NAVD 88
 EH0500.geopotential number by the normal gravity value computed on the
 EH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0500.degrees latitude (g = 980.6199 gals.).
 EH0500
 EH0500.The modeled gravity was interpolated from observed gravity values.
 EH0500
 EH0500;                    North         East     Units Scale Factor Converg.
 EH0500;SPC MS W     -   540,880.280   672,301.075   MT  0.99995945   -0 10 12.2
 EH0500;SPC MS W     - 1,774,538.05  2,205,707.78   sFT  0.99995945   -0 10 12.2
 EH0500;SPC AR S     -   590,611.190   525,577.879   MT  0.99993636   +0 45 51.3
 EH0500;SPC AR S     - 1,937,696.88  1,724,333.42   sFT  0.99993636   +0 45 51.3
 EH0500;UTM  15      - 3,806,569.270   717,499.057   MT  1.00018314   +1 20 10.3
 EH0500
 EH0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0500!SPC MS W     -   0.99999495  x   0.99995945  =   0.99995440
 EH0500!SPC AR S     -   0.99999495  x   0.99993636  =   0.99993131
 EH0500!UTM  15      -   0.99999495  x   1.00018314  =   1.00017809
 EH0500
 EH0500                          SUPERSEDED SURVEY CONTROL
 EH0500
 EH0500  NAD 83(1986)-  34 22 39.64290(N)    090 38 04.23043(W) AD(       ) 2
 EH0500  NAD 27      -  34 22 39.27007(N)    090 38 03.85567(W) AD(       ) 2
 EH0500  NAVD 88 (06/15/91)   59.003  (m)          193.58   (f) UNKNOWN     1 1
 EH0500  NGVD 29 (??/??/??)   59.061  (m)          193.77   (f) ADJUSTED    1 1
 EH0500
 EH0500.Superseded values are not recommended for survey control.
 EH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0500.See file dsdata.txt to determine how the superseded data were derived.
 EH0500
 EH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1749906569(NAD 83)
 EH0500_MARKER: DR = REFERENCE MARK DISK
 EH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0500_SP_SET: CONCRETE POST
 EH0500_STAMPING: ADEHO 2 NO 4 1953
 EH0500_MARK LOGO: CGS   
 EH0500_PROJECTION: RECESSED 5 CENTIMETERS
 EH0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0500+STABILITY: SURFACE MOTION
 EH0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0500+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0500
 EH0500  HISTORY     - Date     Condition        Report By
 EH0500  HISTORY     - 1953     MONUMENTED       CGS
 EH0500  HISTORY     - 1974     GOOD             NGS
 EH0500  HISTORY     - 1983     GOOD             NGS
 EH0500  HISTORY     - 19920123 GOOD             NGS
 EH0500
 EH0500                          STATION DESCRIPTION
 EH0500
 EH0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0500'0.65 MI NE FROM FRIARS POINT.
 EH0500'ABOUT 0.40 MILE NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0500'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.25 MILE NORTHWEST AND
 EH0500'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE NORTHEAST OF THE TOP OF
 EH0500'THE MAIN LEVEE WHERE IT TURNS SOUTHWEST AND EAST, 75 FEET NORTHWEST OF
 EH0500'THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTHEAST TO A GRAVEL
 EH0500'COMPANY, 30 FEET SOUTHEAST OF THE CENTER OF THE TOP OF A SPUR LEVEE,
 EH0500'7.5 FEET NORTHWEST OF THE CENTER LINE OF ANOTHER GRAVEL ROAD, 132 FEET
 EH0500'SOUTHWEST OF TRIANGULATION STATION ADEHO 2, 1.4 FEET SOUTHEAST OF A
 EH0500'METAL WITNESS POST, 10 FEET ABOVE LEVEL OF THE ROAD AND IN THE TOP OF
 EH0500'A CONCRETE POST FLUSH WITH THE GROUND. 1/4,SEC 20 ,T 29N, R 4W.
 EH0500
 EH0500                          STATION RECOVERY (1983)
 EH0500
 EH0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0500'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 EH0500'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 EH0500'(0.25 MI) NORTHEAST ALONG A PAVED STREET FROM THE CITY HALL IN FRIARS
 EH0500'POINT, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG AN ASPHALT ROAD TO TOP
 EH0500'OF LEVEE, THENCE 0.2 KM (0.1 MI) NORTH-NORTHEAST ALONG ASPHALT ROAD
 EH0500'WHICH PARALLELS AN OLD LEVEE SPUR, 9.14 METERS (30.0 FT) SOUTHEAST OF
 EH0500'CROWN OF LEVEE, 22.86 METERS (75.0 FT) NORTHWEST OF THE CENTER OF AN
 EH0500'ASPHALT ROAD, 21.94 METERS (72.0 FT) WEST-SOUTHWEST OF A POWERLINE
 EH0500'POLE, 2.74 METERS (9.0 FT) NORTHWEST OF A GRAVEL ROAD, AND
 EH0500'40.32 METERS (132.3 FT) SOUTHWEST OF STATION ADEHO 2.
 EH0500'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 EH0500
 EH0500                          STATION RECOVERY (1992)
 EH0500
 EH0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0500'0.7 KM (0.45 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0500'OFFICE IN FRIARS POINT, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A
 EH0500'PAVED ROAD LEADING TO THE MISSISSIPPI LIMESTONE COMPANY, 40.3 M
 EH0500'(132.2 FT) SOUTHWEST OF TRIANGULATION STATION ADEHO 2, 22.8 M
 EH0500'(74.8 FT) NORTHWEST OF THE ROAD CENTERLINE, 22.0 M (72.2 FT) WEST OF
 EH0500'UTILITY POLE NUMBER P 4, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE ROAD,
 EH0500'2.6 M (8.5 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD ON A SPUR
 EH0500'LEVEE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 EH0500'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0501 ***********************************************************************
 EH0501  DESIGNATION -  ADEHO 2 RM 5
 EH0501  PID         -  EH0501
 EH0501  STATE/COUNTY-  MS/COAHOMA
 EH0501  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0501
 EH0501                         *CURRENT SURVEY CONTROL
 EH0501  ___________________________________________________________________
 EH0501* NAD 83(1993)-  34 22 41.65664(N)    090 38 01.92818(W)     ADJUSTED  
 EH0501* NAVD 88     -        58.677  (meters)     192.51   (feet)  ADJUSTED  
 EH0501  ___________________________________________________________________
 EH0501  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH0501  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0501  DYNAMIC HT  -          58.620 (meters)     192.32  (feet)  COMP
 EH0501  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EH0501
 EH0501  HORZ ORDER  -  SECOND
 EH0501  VERT ORDER  -  FIRST     CLASS I
 EH0501
 EH0501.The horizontal coordinates were established by classical geodetic methods
 EH0501.and adjusted by the National Geodetic Survey in May 1994.
 EH0501
 EH0501.The orthometric height was determined by differential leveling
 EH0501.and adjusted in July 1994.
 EH0501
 EH0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0501
 EH0501.The geoid height was determined by GEOID03.
 EH0501
 EH0501.The dynamic height is computed by dividing the NAVD 88
 EH0501.geopotential number by the normal gravity value computed on the
 EH0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0501.degrees latitude (g = 980.6199 gals.).
 EH0501
 EH0501.The modeled gravity was interpolated from observed gravity values.
 EH0501
 EH0501;                    North         East     Units Scale Factor Converg.
 EH0501;SPC MS W     -   540,942.403   672,360.084   MT  0.99995941   -0 10 10.9
 EH0501;SPC MS W     - 1,774,741.87  2,205,901.38   sFT  0.99995941   -0 10 10.9
 EH0501;SPC AR S     -   590,674.265   525,635.866   MT  0.99993642   +0 45 52.6
 EH0501;SPC AR S     - 1,937,903.82  1,724,523.67   sFT  0.99993642   +0 45 52.6
 EH0501;UTM  15      - 3,806,632.937   717,556.426   MT  1.00018345   +1 20 11.6
 EH0501
 EH0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0501!SPC MS W     -   0.99999500  x   0.99995941  =   0.99995441
 EH0501!SPC AR S     -   0.99999500  x   0.99993642  =   0.99993142
 EH0501!UTM  15      -   0.99999500  x   1.00018345  =   1.00017845
 EH0501
 EH0501|---------------------------------------------------------------------|
 EH0501| PID    Reference Object                     Distance      Geod. Az  |
 EH0501|                                                           dddmmss.s |
 EH0501| EH0494 ADEHO RESET                          35.007 METERS 05559     |
 EH0501| EH0497 ADEHO RM 2                           37.831 METERS 09627     |
 EH0501| EH0499 ADEHO 2                              45.397 METERS 22150     |
 EH0501|---------------------------------------------------------------------|
 EH0501
 EH0501                          SUPERSEDED SURVEY CONTROL
 EH0501
 EH0501  NAD 83(1986)-  34 22 41.66477(N)    090 38 01.92759(W) AD(       ) 2
 EH0501  NAD 27      -  34 22 41.29191(N)    090 38 01.55312(W) AD(       ) 2
 EH0501  NAVD 88 (06/15/91)   58.679  (m)          192.52   (f) UNKNOWN     1 1
 EH0501  NGVD 29 (??/??/??)   58.737  (m)          192.71   (f) ADJUSTED    1 1
 EH0501
 EH0501.Superseded values are not recommended for survey control.
 EH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0501.See file dsdata.txt to determine how the superseded data were derived.
 EH0501
 EH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1755606633(NAD 83)
 EH0501_MARKER: DR = REFERENCE MARK DISK
 EH0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0501_SP_SET: CONCRETE POST
 EH0501_STAMPING: ADEHO 2 NO 5 1953
 EH0501_MARK LOGO: CGS   
 EH0501_PROJECTION: RECESSED 5 CENTIMETERS
 EH0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0501+STABILITY: SURFACE MOTION
 EH0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0501+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0501
 EH0501  HISTORY     - Date     Condition        Report By
 EH0501  HISTORY     - 1965     MONUMENTED       CGS
 EH0501  HISTORY     - 1974     GOOD             NGS
 EH0501  HISTORY     - 1983     GOOD             NGS
 EH0501  HISTORY     - 19920123 GOOD             NGS
 EH0501
 EH0501                          STATION DESCRIPTION
 EH0501
 EH0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0501'0.65 MI NE FROM FRIARS POINT.
 EH0501'ABOUT 0.40 MILE NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0501'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.25 MILE NORTHWEST AND
 EH0501'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE NORTHEAST OF THE TOP OF
 EH0501'THE MAIN LEVEE WHERE IT TURNS SOUTHWEST AND EAST, 69 FEET NORTHWEST OF
 EH0501'THE CENTER LINE OF THE GRAVEL ROAD LEADING TO A GRAVEL COMPANY, 39
 EH0501'FEET SOUTHEAST OF THE CENTER OF THE TOP OF A SPUR LEVEE, 11 FEET
 EH0501'SOUTHEAST OF ANOTHER GRAVEL ROAD, 148.9 FEET NORTHEAST OF
 EH0501'TRIANGULATION STATION ADEHO 2, 0.9 FEET NORTHWEST OF A METAL WITNESS
 EH0501'POST, 10 FEET ABOVE LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 EH0501'POST FLUSH WITH THE GROUND.  1/4,SEC 20, T 29N, R 4W.
 EH0501
 EH0501                          STATION RECOVERY (1983)
 EH0501
 EH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0501'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 EH0501'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 EH0501'(0.25 MI) NORTHEAST ALONG A PAVED STREET FROM THE CITY HALL IN FRIARS
 EH0501'POINT, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG ASPHALT ROAD TO TOP OF
 EH0501'LEVEE, THENCE 0.2 KM (0.1 MI) NORTH-NORTHEAST ALONG ASPHALT ROAD WHICH
 EH0501'PARALLELS AN OLD LEVEE SPUR, 21.03 METERS (69.0 FT) NORTHWEST OF THE
 EH0501'CENTER OF AN ASPHALT ROAD, 11.89 METERS (39.0 FT) SOUTHEAST OF THE
 EH0501'CENTER OF THE CROWN OF LEVEE, 32.00 METERS (105.0 FT) SOUTHWEST OF A
 EH0501'DOUBLE GUYED POWERLINE POLE, AND 45.38 METERS (148.9 FT) NORTHEAST OF
 EH0501'STATION ADEHO 2.
 EH0501'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 EH0501
 EH0501                          STATION RECOVERY (1992)
 EH0501
 EH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0501'0.7 KM (0.45 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0501'OFFICE IN FRIARS POINT, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A
 EH0501'PAVED ROAD LEADING TO THE MISSISSIPPI LIMESTONE COMPANY, 45.4 M
 EH0501'(148.9 FT) NORTHEAST OF TRIANGULATION STATION ADEHO 2, 32.1 M
 EH0501'(105.3 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 20.5 M
 EH0501'(67.3 FT) NORTHWEST OF THE ROAD CENTERLINE, 3.5 M (11.5 FT) SOUTHEAST
 EH0501'OF THE CENTER OF A GRAVELED ROAD ON A SPUR LEVEE, 2.5 M (8.2 FT)
 EH0501'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.05 M
 EH0501'(0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2645 ***********************************************************************
 EH2645  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2645  CBN         -  This is a Cooperative Base Network Control Station.
 EH2645  DESIGNATION -  ADEHO 2 RM 6
 EH2645  PID         -  EH2645
 EH2645  STATE/COUNTY-  MS/COAHOMA
 EH2645  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2645
 EH2645                         *CURRENT SURVEY CONTROL
 EH2645  ___________________________________________________________________
 EH2645* NAD 83(2007)-  34 22 33.36515(N)    090 38 10.87484(W)     ADJUSTED  
 EH2645* NAVD 88     -        62.96   (meters)     206.6    (feet)  GPS OBS   
 EH2645  ___________________________________________________________________
 EH2645  EPOCH DATE  -        2002.00
 EH2645  X           -     -58,528.320 (meters)                     COMP
 EH2645  Y           -  -5,269,531.049 (meters)                     COMP
 EH2645  Z           -   3,580,961.789 (meters)                     COMP
 EH2645  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2645  ELLIP HEIGHT-          36.123 (meters)          (02/10/07) ADJUSTED
 EH2645  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2645
 EH2645  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH2645  Type    PID    Designation                      North   East  Ellip
 EH2645  -------------------------------------------------------------------
 EH2645  NETWORK EH2645 ADEHO 2 RM 6                      0.29   0.24   0.73
 EH2645  -------------------------------------------------------------------
 EH2645
 EH2645.The horizontal coordinates were established by GPS observations
 EH2645.and adjusted by the National Geodetic Survey in February 2007.
 EH2645
 EH2645.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2645.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2645.The horizontal coordinates are valid at the epoch date displayed above.
 EH2645.The epoch date for horizontal control is a decimal equivalence
 EH2645.of Year/Month/Day.
 EH2645
 EH2645.The orthometric height was determined by GPS observations and a
 EH2645.high-resolution geoid model.
 EH2645.The orthometric height was determined by GPS observations and a
 EH2645.high-resolution geoid model using precise GPS observation and
 EH2645.processing techniques. It supersedes the leveled height previously
 EH2645.determined for this station.
 EH2645
 EH2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2645
 EH2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2645
 EH2645.The ellipsoidal height was determined by GPS observations
 EH2645.and is referenced to NAD 83.
 EH2645
 EH2645.The geoid height was determined by GEOID03.
 EH2645
 EH2645;                    North         East     Units Scale Factor Converg.
 EH2645;SPC MS W     -   540,687.603   672,130.761   MT  0.99995957   -0 10 15.9
 EH2645;SPC MS W     - 1,773,905.91  2,205,149.01   sFT  0.99995957   -0 10 15.9
 EH2645;SPC AR S     -   590,415.766   525,410.733   MT  0.99993618   +0 45 47.6
 EH2645;SPC AR S     - 1,937,055.73  1,723,785.05   sFT  0.99993618   +0 45 47.6
 EH2645;UTM  15      - 3,806,372.138   717,333.830   MT  1.00018225   +1 20 06.3
 EH2645
 EH2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2645!SPC MS W     -   0.99999433  x   0.99995957  =   0.99995390
 EH2645!SPC AR S     -   0.99999433  x   0.99993618  =   0.99993051
 EH2645!UTM  15      -   0.99999433  x   1.00018225  =   1.00017658
 EH2645
 EH2645                          SUPERSEDED SURVEY CONTROL
 EH2645
 EH2645  ELLIP H (04/15/02)   36.121  (m)                       GP(       ) 4 2
 EH2645  ELLIP H (02/15/02)   36.120  (m)                       GP(       ) 4 1
 EH2645  NAD 83(1993)-  34 22 33.37380(N)    090 38 10.87242(W) AD(       ) 1
 EH2645  NAD 83(1993)-  34 22 33.36464(N)    090 38 10.87393(W) AD(       ) B
 EH2645  ELLIP H (01/12/94)   36.181  (m)                       GP(       ) 4 1
 EH2645  NAD 83(1986)-  34 22 33.37380(N)    090 38 10.87242(W) AD(       ) 2
 EH2645  NAD 27      -  34 22 33.00081(N)    090 38 10.49746(W) AD(       ) 2
 EH2645  NAVD 88 (07/07/94)   63.013  (m)          206.74   (f) ADJUSTED    1 2
 EH2645  NGVD 29 (07/12/88)   63.     (m)          207.     (f) VERT ANG    3  
 EH2645
 EH2645.Superseded values are not recommended for survey control.
 EH2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2645.See file dsdata.txt to determine how the superseded data were derived.
 EH2645
 EH2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1733406372(NAD 83)
 EH2645_MARKER: DR = REFERENCE MARK DISK
 EH2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2645_SP_SET: SQUARE CONCRETE MONUMENT
 EH2645_STAMPING: ADEHO 2 1953 NO 6 1984
 EH2645_MARK LOGO: NGS   
 EH2645_PROJECTION: FLUSH
 EH2645_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2645+STABILITY: SURFACE MOTION
 EH2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2645+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH2645
 EH2645  HISTORY     - Date     Condition        Report By
 EH2645  HISTORY     - 1984     MONUMENTED       NGS
 EH2645  HISTORY     - 1984     GOOD             NGS
 EH2645  HISTORY     - 19921124 GOOD             MSHD
 EH2645  HISTORY     - 19930115 GOOD             NGS
 EH2645  HISTORY     - 19970328 GOOD             NGS
 EH2645  HISTORY     - 20000701 GOOD             MSHD
 EH2645  HISTORY     - 20010503 GOOD             PROFLN
 EH2645  HISTORY     - 20010815 GOOD             NGS
 EH2645  HISTORY     - 20011003 GOOD             3001
 EH2645  HISTORY     - 20020424 GOOD             EMCINC
 EH2645  HISTORY     - 20080130 GOOD             MSDOT
 EH2645
 EH2645                          STATION DESCRIPTION
 EH2645
 EH2645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2645'NO REFERENCE MARKS FOR THIS STATION.
 EH2645'
 EH2645'IT IS LOCATED 0.6 KM (0.4 MI) NORTH OF FRIARS POINT, ALONG THE MAIN
 EH2645'LEVEE ROAD, JUST SOUTHWEST OF A PAVED ROAD CROSSING THE LEVEE LEADING
 EH2645'TO A GRAVEL AND LIMESTONE PIT.  OWNERSHIP--YAZOO-MISSISSIPPI DELTA
 EH2645'LEVEE BOARD, C/O CHIEF ENGINEER JOE F. MOONEY, PO BOX 610,
 EH2645'CLARKSDALE, MS  38614, PHONE (601) 624-4397.
 EH2645'
 EH2645'TO REACH THE STATION FROM THE FRIARS POINT POST OFFICE, GO NORTHEAST
 EH2645'ON 2ND STREET FOR 0.7 KM (0.45 MI) TO A PAVED STREET LEFT.  TURN LEFT,
 EH2645'NORTHWEST, FOR 0.2 KM (0.1 MI) TO THE MAIN LEVEE ROAD.  TURN LEFT,
 EH2645'SOUTHWEST, FOR 80 METERS (260 FEET) TO THE MARK ON THE LEFT.
 EH2645'
 EH2645'STATION MARK, A STANDARD NGS REFERENCE DISK STAMPED---ADEHO 2 1953 NO
 EH2645'6 1984---, IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 EH2645'WITH THE GROUND.  IT IS BETWEEN TWO 1 METER HIGH IRON PROTECTIVE
 EH2645'POSTS, 79.7 M (261.48 FEET) SOUTHWEST OF JUNCTION OF LEVEE AND PAVED
 EH2645'ROADS, 3.4 KM (11.2 FEET) SOUTHEAST OF LEVEE ROAD CENTER, AND 0.3 M
 EH2645'(1 FOOT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH2645'
 EH2645'AN EDM TRAVERSE TO ADEHO 2 1953 WAS COMPLETED AT THIS TIME.
 EH2645'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2645'MISSISSIPPI, MAY-JUNE 1984.
 EH2645
 EH2645                          STATION RECOVERY (1984)
 EH2645
 EH2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2645'RECOVERED IN GOOD CONDITION.
 EH2645
 EH2645                          STATION RECOVERY (1992)
 EH2645
 EH2645'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EH2645'STATION IS LOCATED 0.4 MI (0.6 KM) NORTH OF FRIARS POINT, JUST
 EH2645'SOUTHWEST OF A PAVED ROAD CROSSING THE LEVEE, ON THE MISSISSIPPI
 EH2645'RIVER LEVEE, STATE PROPERTY.
 EH2645'TO REACH FROM THE FRIARS POINT POST OFFICE, GO NORTHEAST ON 2ND
 EH2645'STREET, FOR 0.45 MI (0.72 KM) TO A PAVED STREET ON THE LEFT, TURN
 EH2645'LEFT AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO MAIN LEVEE ROAD, TURN
 EH2645'LEFT SOUTH WEST FOR 0.05 MI (0.08 KM) TO STATION ON THE LEFT.
 EH2645'STATION MARK IS A STANDARD NGS REFERENCE MARK DISK, STAMPED---ADEHO 2
 EH2645'1953 NO 6 1984---SET IN TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH
 EH2645'THE GROUND.  IT IS 261.5 FT (79.7 M) SOUTHWEST OF THE CENTER OF PAVED
 EH2645'ROAD CROSSING LEVEE, 11.0 FT (3.4 M) SOUTHEAST OF THE CENTER OF LEVEE
 EH2645'ROAD. BETWEEN TWO METAL GUARD POST AND 1.0 FT (0.3 M) NORTHEAST OF A
 EH2645'CARSONITE WITNESS POST.
 EH2645
 EH2645                          STATION RECOVERY (1993)
 EH2645
 EH2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EH2645'0.7 KM (0.45 MI) NORTHEASTERLY ALONG 2ND STREET FROM THE POST OFFICE
 EH2645'IN FRIARS POINT, THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A PAVED
 EH2645'ROAD, 79.7 M (261.5 FT) SOUTHWEST OF THE ROAD CENTER, 11.0 M
 EH2645'(36.1 FT) SOUTHEAST OF THE CENTER OF A LEVEE ROAD, 0.3 M (1.0 FT)
 EH2645'NORTHEAST OF A WITNESS POST, BETWEEN 2 METAL GUARD PIPES, AND THE
 EH2645'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 EH2645
 EH2645                          STATION RECOVERY (1997)
 EH2645
 EH2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH2645'RECOVERED AS DESCRIBED.  NOTE--CHIEF ENGINEER IS KEN WEILAND.
 EH2645
 EH2645                          STATION RECOVERY (2000)
 EH2645
 EH2645'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EH2645'RECOVERED AS DESCRIBED.
 EH2645
 EH2645                          STATION RECOVERY (2001)
 EH2645
 EH2645'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001 (MT)
 EH2645'RECOVERED AS DESCRIBED
 EH2645
 EH2645                          STATION RECOVERY (2001)
 EH2645
 EH2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRV)
 EH2645'RECOVERED IN GOOD CONDITION.
 EH2645
 EH2645                          STATION RECOVERY (2001)
 EH2645
 EH2645'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2645'THE STATION IS LOCATED IN FRIARS POINT, MS COAHOMA COUNTY, 2.53 MILES
 EH2645'NW OF HWY. 1
 EH2645'INTERSECTION WITH CR 89, 5.4 MILES NORTH OF STURALL MS 10.5 MILES SW
 EH2645'OF LULA, MS
 EH2645' 
 EH2645'TO REACH THE STATION FROM THE POST OFFICE IN FRIARS POINT, GO NORTH
 EH2645'EASTERLY ALONG 2ND
 EH2645'ST. 0.7 MILES TO INTERSECTION OF PAVED ROAD CROSSING NORTHEAST ACCESS
 EH2645'LEVEE. TURN LEFT
 EH2645'ONTO PAVED ROAD AND PROCEED 0.10 MILES TO TOP OF LEVEE. TURN LEFT
 EH2645'(S.W.) FOR 0.05 MILES TO
 EH2645'STATION ON THE LEFT.
 EH2645' 
 EH2645'THE STATION IS STANDARD NGS REFERENCE MARK DISK, STAMPED - ADEHO 2
 EH2645'1953 NO 6 1984 SET IN
 EH2645'TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH GROUND. 261.5 SOUTH EAST
 EH2645'OF CENTER OF
 EH2645'LEVEE ROAD BETWEEN TWO METAL GUARD POST 1.0' NORTHWEST OF A WITNESS
 EH2645'POST
 EH2645' 
 EH2645' 
 EH2645'
 EH2645
 EH2645                          STATION RECOVERY (2002)
 EH2645
 EH2645'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH2645'MARK FOUND AS DESCRIBED.
 EH2645'
 EH2645
 EH2645                          STATION RECOVERY (2008)
 EH2645
 EH2645'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0494 ***********************************************************************
 EH0494  DESIGNATION -  ADEHO RESET
 EH0494  PID         -  EH0494
 EH0494  STATE/COUNTY-  MS/COAHOMA
 EH0494  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0494
 EH0494                         *CURRENT SURVEY CONTROL
 EH0494  ___________________________________________________________________
 EH0494* NAD 83(1993)-  34 22 42.29230(N)    090 38 00.79249(W)     ADJUSTED  
 EH0494* NAVD 88     -        58.473  (meters)     191.84   (feet)  ADJUSTED  
 EH0494  ___________________________________________________________________
 EH0494  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH0494  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0494  DYNAMIC HT  -          58.415 (meters)     191.65  (feet)  COMP
 EH0494  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EH0494
 EH0494  HORZ ORDER  -  FIRST
 EH0494  VERT ORDER  -  FIRST     CLASS I
 EH0494
 EH0494.The horizontal coordinates were established by classical geodetic methods
 EH0494.and adjusted by the National Geodetic Survey in September 1999.
 EH0494
 EH0494.The orthometric height was determined by differential leveling
 EH0494.and adjusted in June 1991.
 EH0494
 EH0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0494
 EH0494.The geoid height was determined by GEOID03.
 EH0494
 EH0494.The dynamic height is computed by dividing the NAVD 88
 EH0494.geopotential number by the normal gravity value computed on the
 EH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0494.degrees latitude (g = 980.6199 gals.).
 EH0494
 EH0494.The modeled gravity was interpolated from observed gravity values.
 EH0494
 EH0494;                    North         East     Units Scale Factor Converg.
 EH0494;SPC MS W     -   540,961.903   672,389.155   MT  0.99995939   -0 10 10.3
 EH0494;SPC MS W     - 1,774,805.84  2,205,996.75   sFT  0.99995939   -0 10 10.3
 EH0494;UTM  15      - 3,806,653.199   717,584.981   MT  1.00018360   +1 20 12.3
 EH0494
 EH0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0494!SPC MS W     -   0.99999503  x   0.99995939  =   0.99995442
 EH0494!UTM  15      -   0.99999503  x   1.00018360  =   1.00017863
 EH0494
 EH0494|---------------------------------------------------------------------|
 EH0494| PID    Reference Object                     Distance      Geod. Az  |
 EH0494|                                                           dddmmss.s |
 EH0494| EH0495 ADEHO RM 1                          337.097 METERS 06017     |
 EH0494| EH2780 FRIARS POINT RESET                  321.662 METERS 14146     |
 EH0494| EH0497 ADEHO RM 2                           25.263 METERS 16009     |
 EH0494| EH2774 FRIARS POINT WATER TANK             APPROX. 1.0 KM 2145701.1 |
 EH0494| EH0499 ADEHO 2                              79.803 METERS 22759     |
 EH0494| EH0501 ADEHO 2 RM 5                         35.007 METERS 23559     |
 EH0494|---------------------------------------------------------------------|
 EH0494
 EH0494                          SUPERSEDED SURVEY CONTROL
 EH0494
 EH0494  NAD 83(1986)-  34 22 42.30055(N)    090 38 00.79193(W) AD(       ) 1
 EH0494  NAD 27      -  34 22 41.92800(N)    090 38 00.41800(W) AD(       ) 1
 EH0494  NGVD 29 (??/??/??)   58.531  (m)          192.03   (f) ADJUSTED    1 1
 EH0494
 EH0494.Superseded values are not recommended for survey control.
 EH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0494.See file dsdata.txt to determine how the superseded data were derived.
 EH0494
 EH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1758506653(NAD 83)
 EH0494_MARKER: DS = TRIANGULATION STATION DISK
 EH0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0494_SP_SET: CONCRETE POST
 EH0494_STAMPING: ADEHO 1929 1971
 EH0494_MARK LOGO: NGS   
 EH0494_PROJECTION: RECESSED 5 CENTIMETERS
 EH0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0494+STABILITY: SURFACE MOTION
 EH0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0494+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 EH0494
 EH0494  HISTORY     - Date     Condition        Report By
 EH0494  HISTORY     - 1971     MONUMENTED       NGS
 EH0494  HISTORY     - 1974     GOOD             NGS
 EH0494  HISTORY     - 1983     GOOD             NGS
 EH0494  HISTORY     - 1984     GOOD             NGS
 EH0494  HISTORY     - 19920123 GOOD             NGS
 EH0494  HISTORY     - 20001205 GOOD             NGS
 EH0494  HISTORY     - 20001205 GOOD             USACE
 EH0494  HISTORY     - 20010503 GOOD             PROFLN
 EH0494
 EH0494                          STATION DESCRIPTION
 EH0494
 EH0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EH0494'THE STATION WAS VISITED 9-22-71 AND THE STATION AND REFERENCE MARK
 EH0494'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION WAS FOUND
 EH0494'3 FEET BELOW THE GROUND, ANOTHER SURFACE MARK WAS SET OVER THE
 EH0494'CENTER OF THE MARK, BRINGING THE MARK TO THE SURFACE OF THE GROUND.
 EH0494'REFERENCE MARK NO. 1 WAS REQUESTED MOVED BY THE LOCAL OWNER
 EH0494'WHO WAS BUILDING A WAREHOUSE ON THE SITE.  THE MARK COULD ONLY BE
 EH0494'MOVED AS A BENCH MARK SINCE IT WAS OBSTRUCTED FROM THE STATION BY
 EH0494'A POWER POLE, THUS LOOSING ITS HORIZONTAL POSITION.  REFERENCE MARK
 EH0494'NO 2 WAS FOUND IN GOOD CONDITION AND A TRAVERSE WAS RUN TO THE MARK
 EH0494'TO GET AN ACCURATE MEASUREMENT.  P.B.M. FRIARS POINT (MRC)
 EH0494'WAS FOUND WITH THE PIPE LEANING ABOUT 75 DEGREES TO THE SOUTHWEST
 EH0494'P.B.M. LOWE (MRC) WAS FOUND IN GOOD CONDITION ON THE TOP OF A MOUND
 EH0494'OF DIRT ABOUT 12 FEET IN DIAMETER AND 4 FEET HIGH.  BOTH MARKS ARE
 EH0494'OBSTRUCTED FROM THE STATION BY DENSE WOODS.  THE PIPE MARK AT
 EH0494'P.B.M. FRIARS POINT (MRC) WAS STRAIGHTENED UP AND PLUMBED IN OVER
 EH0494'THE COPPER BOLT IN THE TILE BELOW.  A NEW DESCRIPTION FOLLOWS--
 EH0494'
 EH0494'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHWEST OF LULA, 8.0
 EH0494'MILES WEST OF COAHOMA, ABOUT 0.5 MILE NORTH OF THE COMMUNITY OF
 EH0494'FRIARS POINT, 0.2 MILE SOUTH OF THE MISSISSIPPI LIMESTONE CO.
 EH0494'PLANT, 0.25 MILE NORTH OF A FORK IN THE LEVEE ON THE EAST BANQUETTE
 EH0494'OF A SPUR LEVEE.  IT IS 45 FEET NORTHWEST OF THE CENTER OF THE
 EH0494'BLACK TOP ROAD, 48 FEET SOUTHEAST OF THE CROWN OF THE LEVEE,
 EH0494'196 FEET SOUTH OF THE CENTER OF THE ROAD THAT CROSSES THE LEVEE,
 EH0494'52 FEET WEST OF THE FORKS IN THE ROAD, 24 FEET NORTH OF POWER
 EH0494'POLE NO. 5 AND 1 FOOT NW OF A METAL WITNESS POST.  IT IS A
 EH0494'TRIANGULATION STATION MARK DISK STAMPED ADEHO 1929 1971, FLUSH WITH
 EH0494'THE GROUND.
 EH0494'
 EH0494'REFERENCE MARK NO. 2 IS 82.88 FEET SOUTHEAST OF THE STATION.
 EH0494'
 EH0494'REFERENCE MARK NO. 5 IS 114.88 FEET SOUTH SOUTHWEST OF THE STATION
 EH0494'ALL MARKS ARE BENCH MARKS.  FOR DESCRIPTIONS FOR REFERENCE MARKS 2
 EH0494'AND 5 SEE DESCRIPTION FOR ADEHO 2 1953.
 EH0494'
 EH0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE N FRIARS
 EH0494'POINT.
 EH0494
 EH0494                          STATION RECOVERY (1974)
 EH0494
 EH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0494'0.65 MI NE FROM FRIARS POINT.
 EH0494'ABOUT 0.40 MILE NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0494'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.25 MILE NORTHWEST AND
 EH0494'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE NORTHEAST OF THE TOP OF
 EH0494'THE MAIN LEVEE WHERE IT TURNS SOUTHWEST AND EAST, 48 FEET NORTHWEST OF
 EH0494'THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTHEAST TO A GRAVEL
 EH0494'COMPANY, 48 FEET SOUTHEAST OF THE CENTER OF THE TOP OF A SPUR LEVEE,
 EH0494'16 FEET SOUTHEAST OF THE CENTER LINE OF ANOTHER GRAVEL ROAD, 262 FEET
 EH0494'NORTHEAST OF TRIANGULATION STATION ADEHO 2, 1.1 FOOT NORTHWEST OF A
 EH0494'METAL WITNESS POST, 8 FEET ABOVE LEVEL OF THE ROAD AND IN THE TOP OF A
 EH0494'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 20 ,T 29N ,R 4W.
 EH0494
 EH0494                          STATION RECOVERY (1983)
 EH0494
 EH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0494'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 EH0494'(0.25 MI) NORTHEAST ALONG A PAVED STREET FROM THE CITY HALL BUILDING
 EH0494'IN FRIARS POINT, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG AN ASPHALT
 EH0494'ROAD TO THE TOP OF THE LEVEE, THENCE 0.2 KM (0.1 MI) NORTH-NORTHEAST
 EH0494'ALONG ASPHALT ROAD WHICH PARALLELS AN OLD LEVEE SPUR, 14.23 METERS
 EH0494'(46.7 FT) NORTHWEST OF AN ASPHALT ROAD, 4.57 METERS (15.0 FT)
 EH0494'SOUTHEAST OF A GRAVEL ROAD, 14.63 METERS (48.0 FT) SOUTHEAST OF LEVEE
 EH0494'CROWN, 7.44 METERS (24.4 FT) NORTH-NORTHWEST OF A DOUBLE GUYED
 EH0494'POWERLINE POLE, AND 79.80 METERS (261.8 FT) NORTHEAST OF STATION ADEHO
 EH0494'2.
 EH0494'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 EH0494
 EH0494                          STATION RECOVERY (1984)
 EH0494
 EH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH0494'STATION MARK, ADEHO 2 1953 AND ADEHO 2 1953 REFERENCE MARK 5 WERE
 EH0494'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 EH0494'NOT RECOVERED.  STATION WAS NOT OCCUPIED AT THIS TIME.  A SHORTER
 EH0494'DISTANCE OF 0.05 FEET, 0.014 KM WAS NOTED TO ADEHO 2 1953 COMPARED TO
 EH0494'1971 DATA, BUT WAS ONLY 0.002 METER SHORTER TO 1953 DATA.  A SHORTER
 EH0494'DISTANCE OF 0.06 FOOT, 0.020 M WAS NOTED TO REFERENCE MARK 5.
 EH0494'
 EH0494'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH0494'MISSISSIPPI, MAY-JUNE 1984.
 EH0494
 EH0494                          STATION RECOVERY (1992)
 EH0494
 EH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0494'0.7 KM (0.45 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0494'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A
 EH0494'PAVED ROAD LEADING TO THE MISSISSIPPI LIMESTONE COMPANY, 14.2 M
 EH0494'(46.6 FT) NORTHWEST OF THE ROAD CENTERLINE, 7.3 M (24.0 FT) NORTH OF
 EH0494'A UTILITY POLE WITH 2 GUY CABLES, 4.3 M (14.1 FT) SOUTHEAST OF THE
 EH0494'CENTER OF A GRAVELED ROAD ON A SPUR LEVEE, 2.5 M (8.2 FT) ABOVE THE
 EH0494'LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND
 EH0494'THE MONUMENT PROTECTED BY 2 PIECES OF FLAT IRON PROJECTING 48-INCHES
 EH0494'IS FLUSH WITH THE GROUND SURFACE.
 EH0494
 EH0494                          STATION RECOVERY (2000)
 EH0494
 EH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 EH0494'RECOVERED IN GOOD CONDITION.
 EH0494
 EH0494                          STATION RECOVERY (2000)
 EH0494
 EH0494'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0494'MARK RECOVERED IN GOOD CONDITION.
 EH0494
 EH0494                          STATION RECOVERY (2001)
 EH0494
 EH0494'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001 (MT)
 EH0494'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0495 ***********************************************************************
 EH0495  DESIGNATION -  ADEHO RM 1
 EH0495  PID         -  EH0495
 EH0495  STATE/COUNTY-  MS/COAHOMA
 EH0495  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0495
 EH0495                         *CURRENT SURVEY CONTROL
 EH0495  ___________________________________________________________________
 EH0495* NAD 83(1993)-  34 22 47.71538(N)    090 37 49.33308(W)     ADJUSTED  
 EH0495* NAVD 88     -        56.734  (meters)     186.13   (feet)  ADJUSTED  
 EH0495  ___________________________________________________________________
 EH0495  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH0495  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0495  DYNAMIC HT  -          56.679 (meters)     185.95  (feet)  COMP
 EH0495  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 EH0495
 EH0495  HORZ ORDER  -  THIRD
 EH0495  VERT ORDER  -  FIRST     CLASS II
 EH0495
 EH0495.The horizontal coordinates were established by classical geodetic methods
 EH0495.and adjusted by the National Geodetic Survey in May 1994.
 EH0495
 EH0495.The orthometric height was determined by differential leveling
 EH0495.and adjusted in June 1991.
 EH0495
 EH0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0495
 EH0495.The geoid height was determined by GEOID03.
 EH0495
 EH0495.The dynamic height is computed by dividing the NAVD 88
 EH0495.geopotential number by the normal gravity value computed on the
 EH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0495.degrees latitude (g = 980.6199 gals.).
 EH0495
 EH0495.The modeled gravity was interpolated from observed gravity values.
 EH0495
 EH0495;                    North         East     Units Scale Factor Converg.
 EH0495;SPC MS W     -   541,128.139   672,682.397   MT  0.99995919   -0 10 03.8
 EH0495;SPC MS W     - 1,775,351.24  2,206,958.83   sFT  0.99995919   -0 10 03.8
 EH0495;SPC AR S     -   590,865.228   525,955.100   MT  0.99993659   +0 45 59.6
 EH0495;SPC AR S     - 1,938,530.34  1,725,571.02   sFT  0.99993659   +0 45 59.6
 EH0495;UTM  15      - 3,806,827.125   717,873.817   MT  1.00018515   +1 20 19.0
 EH0495
 EH0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0495!SPC MS W     -   0.99999530  x   0.99995919  =   0.99995449
 EH0495!SPC AR S     -   0.99999530  x   0.99993659  =   0.99993189
 EH0495!UTM  15      -   0.99999530  x   1.00018515  =   1.00018045
 EH0495
 EH0495                          SUPERSEDED SURVEY CONTROL
 EH0495
 EH0495  NAD 83(1986)-  34 22 47.72371(N)    090 37 49.33244(W) AD(       ) 3
 EH0495  NAD 27      -  34 22 47.38100(N)    090 37 48.96600(W) AD(       ) 3
 EH0495  NGVD 29 (??/??/??)   56.788  (m)          186.31   (f) ADJUSTED    1 2
 EH0495
 EH0495.Superseded values are not recommended for survey control.
 EH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0495.See file dsdata.txt to determine how the superseded data were derived.
 EH0495
 EH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1787406827(NAD 83)
 EH0495_MARKER: DR = REFERENCE MARK DISK
 EH0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0495_STAMPING: ADEHO NO 1 1929
 EH0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0495+STABILITY: SURFACE MOTION
 EH0495
 EH0495  HISTORY     - Date     Condition        Report By
 EH0495  HISTORY     - 1929     MONUMENTED       CGS
 EH0495  HISTORY     - 1956     GOOD             CGS
 EH0495
 EH0495                          STATION DESCRIPTION
 EH0495
 EH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH0495'ON BANQUETTE OF LEVEE NORTH OF FERRY LANDING AT FRIAR POINT,
 EH0495'21.5 FEET EAST OF CENTER LINE OF ROAD WHERE IT CURVES SLIGHTLY
 EH0495'TO EASTWARD AFTER PASSING FERRY LANDING.  MARKED BY STANDARD
 EH0495'REFERENCE DISK IN CONCRETE.  STATION ADEHO (SEE
 EH0495'DESCRIPTION THEREOF) IS 337.402 METERS (1,106.96 FEET) DISTANT,
 EH0495'S 60 DEG 08 MIN 04 SEC W.  STATION B. M. LOWE (M.R.C.)
 EH0495'(SEE DESCRIPTION THEREOF) IS 349.792 METERS (1,147.61 FEET)
 EH0495'DISTANT, S 25 DEG 24 MIN 39 SEC W.  THE ELEVATION
 EH0495'OF ADEHO REFERENCE MARK NO. 1 IS 56.822 METERS (186.424
 EH0495'FEET).
 EH0495
 EH0495                          STATION RECOVERY (1956)
 EH0495
 EH0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EH0495'0.8 MI N FROM FRIAR POINT.
 EH0495'ABOUT 0.4 MILE NORTH ALONG MISSISSIPPI RIVER LEVEE FROM THE WATER
 EH0495'TOWER AT FRIAR POINT, THENCE ABOUT 0.4 MILE NORTH ALONG AN ABANDONED
 EH0495'BLACK TOP ROAD, ABOUT 310 YARDS NORTHEAST ALONG ABANDONED BLACK TOP
 EH0495'ROAD FROM THE CROSSING OF A SPUR LEVEE AND A GRAVEL ROAD LEADING TO
 EH0495'FERRY LANDING, ON SHOULDER OF ROAD, 20 FEET SOUTHEAST OF CENTER LINE
 EH0495'OF ROAD, 48 YARDS SOUTHWEST OF CENTER OF JUNCTION OF ROAD AND A TRAIL
 EH0495'LEADING NORTH, 104 YARDS SOUTHWEST OF JUNCTION OF ROAD AND A TRAIL TO
 EH0495'A CEMETERY WITH IRON FENCE, AND SET IN THE TOP OF A CONCRETE POST
 EH0495'ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0496 ***********************************************************************
 EH0496  DESIGNATION -  ADEHO RM 1 RESET
 EH0496  PID         -  EH0496
 EH0496  STATE/COUNTY-  MS/COAHOMA
 EH0496  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0496
 EH0496                         *CURRENT SURVEY CONTROL
 EH0496  ___________________________________________________________________
 EH0496* NAD 83(1986)-  34 22 47.     (N)    090 37 49.     (W)     SCALED    
 EH0496* NAVD 88     -        58.10   (+/-2cm)     190.6    (feet)  VERTCON   
 EH0496  ___________________________________________________________________
 EH0496  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0496  VERT ORDER  -  THIRD (See Below)
 EH0496
 EH0496.The horizontal coordinates were scaled from a topographic map and have
 EH0496.an estimated accuracy of +/- 6 seconds.
 EH0496
 EH0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0496.The vertical order pertains to the NGVD 29 superseded value.
 EH0496
 EH0496.The geoid height was determined by GEOID03.
 EH0496
 EH0496;                    North         East    Units  Estimated Accuracy
 EH0496;SPC MS W     -   541,110.      672,690.      MT  (+/- 180 meters Scaled)
 EH0496
 EH0496                          SUPERSEDED SURVEY CONTROL
 EH0496
 EH0496  NGVD 29 (??/??/??)   58.16   (m)          190.8    (f) RESET       3  
 EH0496
 EH0496.Superseded values are not recommended for survey control.
 EH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0496.See file dsdata.txt to determine how the superseded data were derived.
 EH0496
 EH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU178068(NAD 83)
 EH0496_MARKER: DB = BENCH MARK DISK
 EH0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0496_SP_SET: CONCRETE FOUNDATION
 EH0496_STAMPING: ADEHO RM NO 1 RESET 1972
 EH0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0496
 EH0496  HISTORY     - Date     Condition        Report By
 EH0496  HISTORY     - 1972     MONUMENTED       NGS
 EH0496
 EH0496                          STATION DESCRIPTION
 EH0496
 EH0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EH0496'0.8 MI N FROM FRIARS POINT.
 EH0496'ABOUT 0.4 MILE NORTH ALONG THE MISSISSIPPI RIVER LEVEE FROM THE WATER
 EH0496'TANK IN FRIARS POINT, THENCE 0.4 MILE NORTH ALONG THE BLACK TOP ROAD
 EH0496'TO THE MARK ON THE RIGHT ON THE PROPERTY OF THE MISSISSIPPI LIMESTONE
 EH0496'CO.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 EH0496'FOUNDATION AND IN THE NORTHWEST CORNER OF THE LARGE FERTILIZER
 EH0496'WAREHOUSE.  IT IS 3.5 FEET SOUTH OF A POWER POLE WITH TWO TRANSFORMERS
 EH0496'AND ABOUT 3.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0497 ***********************************************************************
 EH0497  DESIGNATION -  ADEHO RM 2
 EH0497  PID         -  EH0497
 EH0497  STATE/COUNTY-  MS/COAHOMA
 EH0497  USGS QUAD   -  FRIARS POINT NW (1964)
 EH0497
 EH0497                         *CURRENT SURVEY CONTROL
 EH0497  ___________________________________________________________________
 EH0497* NAD 83(1986)-  34 22 45.     (N)    090 37 53.     (W)     SCALED    
 EH0497* NAVD 88     -        55.59   (+/-2cm)     182.4    (feet)  VERTCON   
 EH0497  ___________________________________________________________________
 EH0497  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0497  VERT ORDER  -  ? (See Below)
 EH0497
 EH0497.The horizontal coordinates were scaled from a topographic map and have
 EH0497.an estimated accuracy of +/- 6 seconds.
 EH0497
 EH0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0497.The vertical order pertains to the NGVD 29 superseded value.
 EH0497
 EH0497.The geoid height was determined by GEOID03.
 EH0497
 EH0497;                    North         East    Units  Estimated Accuracy
 EH0497;SPC MS W     -   541,050.      672,590.      MT  (+/- 180 meters Scaled)
 EH0497
 EH0497                          SUPERSEDED SURVEY CONTROL
 EH0497
 EH0497  NGVD 29 (??/??/??)   55.639  (m)          182.54   (f) ADJUSTED    ?  
 EH0497
 EH0497.Superseded values are not recommended for survey control.
 EH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0497.See file dsdata.txt to determine how the superseded data were derived.
 EH0497
 EH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU177067(NAD 83)
 EH0497_MARKER: DR = REFERENCE MARK DISK
 EH0497_SETTING: 0 = UNSPECIFIED SETTING
 EH0497_STAMPING: ADEHO NO 2 1929
 EH0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0497
 EH0497  HISTORY     - Date     Condition        Report By
 EH0497  HISTORY     - 1929     MONUMENTED       CGS
 EH0497  HISTORY     - 1971     GOOD             NGS
 EH0497  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0497
 EH0497                          STATION DESCRIPTION
 EH0497
 EH0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EH0497'0.55 MI N FROM FRIARS POINT.
 EH0497'ABOUT 0.4 MILE NORTH ALONG THE MISSISSIPPI RIVER LEVEE FROM THE WATER
 EH0497'TANK IN FRIARS POINT, THENCE 0.15 MILE NORTH ALONG THE BLACK TOP ROAD
 EH0497'TO THE MARK ON THE RIGHT.  IT IS 33 FEET SOUTHEAST OF THE CENTER OF
 EH0497'THE ROAD, 59.5 FEET SSE OF A POWER POLE NO. 5 60 FEET SOUTH OF A ROAD
 EH0497'FORK WHERE THE ROAD TURNS LEFT AND GOES OVER THE LEVEE, 13 FEET NORTH
 EH0497'OF TRIPLE FORKED LOCUST TREE, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 EH0497'MIDWAY BETWEEN TWO IRON PIPES PROJECTING ABOUT 18 INCHES.  IT IS A
 EH0497'REFERENCE MARK DISK STAMPED ADEHO NO 2 1929 FLUSH WITH THE GROUND.
 EH0497
 EH0497                          STATION RECOVERY (1974)
 EH0497
 EH0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3285 ***********************************************************************
 CP3285  DESIGNATION -  AERO AZ MK 2
 CP3285  PID         -  CP3285
 CP3285  STATE/COUNTY-  MS/HINDS
 CP3285  USGS QUAD   -  RAYMOND (1980)
 CP3285
 CP3285                         *CURRENT SURVEY CONTROL
 CP3285  ___________________________________________________________________
 CP3285* NAD 83(1993)-  32 18 08.76086(N)    090 24 33.53918(W)     ADJUSTED  
 CP3285* NAVD 88     -        74.0    (meters)     243.     (feet)  VERTCON   
 CP3285  ___________________________________________________________________
 CP3285  X           -     -38,550.061 (meters)                     COMP
 CP3285  Y           -  -5,396,114.176 (meters)                     COMP
 CP3285  Z           -   3,388,850.657 (meters)                     COMP
 CP3285  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CP3285  ELLIP HEIGHT-          47.770 (meters)          (05/13/94) ADJUSTED
 CP3285  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP3285  HORZ ORDER  -  THIRD
 CP3285  ELLP ORDER  -  FOURTH    CLASS I
 CP3285
 CP3285.This mark is at John Bell Williams Airport (M16)
 CP3285
 CP3285.The horizontal coordinates were established by GPS observations
 CP3285.and adjusted by the National Geodetic Survey in May 1994.
 CP3285
 CP3285.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3285
 CP3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3285
 CP3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3285
 CP3285.The ellipsoidal height was determined by GPS observations
 CP3285.and is referenced to NAD 83.
 CP3285
 CP3285.The geoid height was determined by GEOID03.
 CP3285
 CP3285;                    North         East     Units Scale Factor Converg.
 CP3285;SPC MS W     -   310,686.854   692,844.142   MT  0.99995063   -0 02 26.2
 CP3285;SPC MS W     - 1,019,311.79  2,273,106.16   sFT  0.99995063   -0 02 26.2
 CP3285;UTM  15      - 3,576,907.270   743,933.193   MT  1.00033385   +1 23 06.4
 CP3285
 CP3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3285!SPC MS W     -   0.99999250  x   0.99995063  =   0.99994313
 CP3285!UTM  15      -   0.99999250  x   1.00033385  =   1.00032635
 CP3285
 CP3285:                Primary Azimuth Mark                     Grid Az
 CP3285:SPC MS W     -  AERO RESET                               205 23 40.7
 CP3285:UTM  15      -  AERO RESET                               203 58 08.1
 CP3285
 CP3285|---------------------------------------------------------------------|
 CP3285| PID    Reference Object                     Distance      Geod. Az  |
 CP3285|                                                           dddmmss.s |
 CP3285| CP2682 AERO RESET                          436.464 METERS 2052114.5 |
 CP3285| CP3288 J B WILLIAMS RUNWAY 12              APPROX. 0.6 KM 3152709.5 |
 CP3285|---------------------------------------------------------------------|
 CP3285
 CP3285                          SUPERSEDED SURVEY CONTROL
 CP3285
 CP3285  NAD 83(1986)-  32 18 08.77682(N)    090 24 33.55305(W) AD(       ) 3
 CP3285  NAD 27      -  32 18 08.25034(N)    090 24 33.21337(W) AD(       ) 3
 CP3285  NGVD 29 (09/20/88)   74.0    (m)          243.     (f) GPS OBS     3  
 CP3285
 CP3285.Superseded values are not recommended for survey control.
 CP3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3285.See file dsdata.txt to determine how the superseded data were derived.
 CP3285
 CP3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4393376907(NAD 83)
 CP3285_MARKER: DZ = AZIMUTH MARK DISK
 CP3285_SETTING: 0 = UNSPECIFIED SETTING
 CP3285_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3285+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1988
 CP3285
 CP3285  HISTORY     - Date     Condition        Report By
 CP3285  HISTORY     - 1986     MONUMENTED       NGS
 CP3285  HISTORY     - 19880113 GOOD
 CP3285
 CP3285                          STATION DESCRIPTION
 CP3285
 CP3285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 CP3285'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTHWEST OF CLINTON,
 CP3285'4.8 KM (3 MI) NORTH OF RAYMOND, AT THE JOHN BELL WILLIAMS AIRPORT.
 CP3285'OWNERSHIP--HINDS COUNTY, TROY HENDERSON, AIRPORT MANAGER,
 CP3285'HINDS JUNIOR COLLEGE, RAYMOND MS 39154.  TELEPHONE (601) 857-5261.
 CP3285'
 CP3285'TO REACH THE STATION FROM EXIT 35 OF INTERSTATE HIGHWAY 20, GO
 CP3285'SOUTHWEST FOR 7.9 KM (4.9 MI) ON RAYMOND-CLINTON ROAD TO A
 CP3285'CROSSROAD.
 CP3285'TURN RIGHT AND GO WEST FOR 2.0 KM (1.25 MI) ON AIRPORT ROAD TO
 CP3285'AIRPORT OFFICE AND GATE TO PARKING RAMP ON THE RIGHT.  PASS THROUGH
 CP3285'GATE AND GO NORTHEAST ACROSS RAMP FOR 0.1 KM (0.05 MI) TO WINDSOCK
 CP3285'AND STATION.
 CP3285'
 CP3285'THE STATION IS A STANDARD NGS DISK
 CP3285'STAMPED---AERO 1948 NO 2 1986---,
 CP3285'SET INTO A DRILL HOLE IN CENTER OF A CONCRETE SLAB THAT FORMS A
 CP3285'CIRCLE AROUND WINDSOCK.  LOCATED
 CP3285'74.68 METERS (245.0 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 CP3285'OF AIRPORT OFFICE,
 CP3285'21.82 METERS (71.6 FT) EAST-NORTHEAST FROM A TAXIWAY LIGHT,
 CP3285'19.96 METERS (65.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF TAXIWAY,
 CP3285'17.07 METERS (56.0 FT) NORTHEAST FROM A TAXIWAY LIGHT, AND
 CP3285'11.73 METERS (38.5 FT) SOUTHWEST FROM THE METAL WINDSOCK POLE.
 CP3285'
 CP3285'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 CP3285
 CP3285                          STATION RECOVERY (1988)
 CP3285
 CP3285'RECOVERED 1988
 CP3285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2682 ***********************************************************************
 CP2682  DESIGNATION -  AERO RESET
 CP2682  PID         -  CP2682
 CP2682  STATE/COUNTY-  MS/HINDS
 CP2682  USGS QUAD   -  RAYMOND (1980)
 CP2682
 CP2682                         *CURRENT SURVEY CONTROL
 CP2682  ___________________________________________________________________
 CP2682* NAD 83(1993)-  32 17 55.95625(N)    090 24 40.68290(W)     ADJUSTED  
 CP2682* NAVD 88     -        92.3    (meters)     303.     (feet)  VERTCON   
 CP2682  ___________________________________________________________________
 CP2682  X           -     -38,738.573 (meters)                     COMP
 CP2682  Y           -  -5,396,339.145 (meters)                     COMP
 CP2682  Z           -   3,388,527.091 (meters)                     COMP
 CP2682  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CP2682  ELLIP HEIGHT-          66.161 (meters)          (05/13/94) ADJUSTED
 CP2682  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2682  HORZ ORDER  -  THIRD
 CP2682  ELLP ORDER  -  FOURTH    CLASS I
 CP2682
 CP2682.This mark is at John Bell Williams Airport (M16)
 CP2682
 CP2682.The horizontal coordinates were established by GPS observations
 CP2682.and adjusted by the National Geodetic Survey in May 1994.
 CP2682
 CP2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2682
 CP2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2682
 CP2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2682
 CP2682.The ellipsoidal height was determined by GPS observations
 CP2682.and is referenced to NAD 83.
 CP2682
 CP2682.The geoid height was determined by GEOID03.
 CP2682
 CP2682;                    North         East     Units Scale Factor Converg.
 CP2682;SPC MS W     -   310,292.583   692,656.974   MT  0.99995066   -0 02 30.0
 CP2682;SPC MS W     - 1,018,018.25  2,272,492.09   sFT  0.99995066   -0 02 30.0
 CP2682;UTM  15      - 3,576,508.312   743,755.824   MT  1.00033278   +1 23 02.1
 CP2682
 CP2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2682!SPC MS W     -   0.99998961  x   0.99995066  =   0.99994027
 CP2682!UTM  15      -   0.99998961  x   1.00033278  =   1.00032239
 CP2682
 CP2682:                Primary Azimuth Mark                     Grid Az
 CP2682:SPC MS W     -  AERO AZ MK 2                             025 23 40.7
 CP2682:UTM  15      -  AERO AZ MK 2                             023 58 08.6
 CP2682
 CP2682|---------------------------------------------------------------------|
 CP2682| PID    Reference Object                     Distance      Geod. Az  |
 CP2682|                                                           dddmmss.s |
 CP2682| CP3285 AERO AZ MK 2                        436.464 METERS 0252110.7 |
 CP2682| AI3005 AERO RM 1                            13.103 METERS 03928     |
 CP2682| CP2674 CLINTON MUNICIPAL TANK              APPROX. 8.7 KM 0585456.0 |
 CP2682| CP2673 CAMP GARAYWA WATER TANK             APPROX. 7.8 KM 0705151.8 |
 CP2682| AI3006 AERO RM 2                            15.432 METERS 13246     |
 CP2682| AI3007 AERO RM 3                            15.952 METERS 13247     |
 CP2682|---------------------------------------------------------------------|
 CP2682
 CP2682                          SUPERSEDED SURVEY CONTROL
 CP2682
 CP2682  ELLIP H (01/21/93)   66.665  (m)                       GP(       ) 4 2
 CP2682  NAD 83(1986)-  32 17 55.97214(N)    090 24 40.69675(W) AD(       ) 3
 CP2682  NAD 83(1986)-  32 17 55.96886(N)    090 24 40.67805(W) AD(       ) 3
 CP2682  NAD 27      -  32 17 55.44533(N)    090 24 40.35687(W) AD(       ) 3
 CP2682  NGVD 29 (09/20/88)   92.3    (m)          303.     (f) GPS OBS     3  
 CP2682
 CP2682.Superseded values are not recommended for survey control.
 CP2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2682.See file dsdata.txt to determine how the superseded data were derived.
 CP2682
 CP2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4375676508(NAD 83)
 CP2682_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2682_STAMPING: AERO 1948 1984
 CP2682_MARK LOGO: NGS   
 CP2682_PROJECTION: FLUSH
 CP2682_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2682+STABILITY: SURFACE MOTION
 CP2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2682+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP2682
 CP2682  HISTORY     - Date     Condition        Report By
 CP2682  HISTORY     - 1984     MONUMENTED       NGS
 CP2682  HISTORY     - 1985     GOOD             MSSU
 CP2682  HISTORY     - 1988     GOOD             NGS
 CP2682
 CP2682                          STATION DESCRIPTION
 CP2682
 CP2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CP2682'THE STATION MARK WAS FOUND LEANING, REFERENCE MARKS NO 1 AND NO 3 WERE
 CP2682'RECOVERED IN FAIR CONDITION.  BOTH MARKS HAD BEEN HIT BY EQUIPMENT AND
 CP2682'MONUMENTS WERE CHIPPED, BUT THE MARKS APPEARED TO BE VERTICAL AND WERE
 CP2682'SOLIDLY IN PLACE.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION,
 CP2682'BUT WAS NOT VISIBLE DUE TO TREES.  A NEW STATION SURFACE MARK WAS
 CP2682'ESTABLISHED OVER THE UNDERGROUND MARK AT THIS DATE.  THE CLINTON
 CP2682'MUNICIPAL WATER TANK 1948 IS VISIBLE FROM THE STATION AND WAS USED AS
 CP2682'AN AZIMUTH.  THE 1977 TO REACH DESCRIPTION FOR THE STATION AND AZIMUTH
 CP2682'MARK ARE ADEQUATE AND COMPLETE AT THIS TIME.
 CP2682' 
 CP2682'THE STATION MARK IS A STANDARD NGS DISK, STAMPED--AERO 1948 1984--,
 CP2682'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 CP2682'65.38 M (214.50 FT) NORTHEAST OF A 24-INCH OAK TREE NEAR FENCELINE,
 CP2682'60.05 M (197.01 FT) NORTH OF FENCE, 41.30 M (135.50 FT) SOUTHEAST OF
 CP2682'THE AIRPORT BEACON POLE AND ON HIGHEST POINT OF HILL IN OPEN PASTURE,
 CP2682'AT THE CENTER OF 3 WITNESS POSTS, EAST POST IS ABOUT 1.5 FT (0.5 M)
 CP2682'FROM THE MARK.  REFERENCE MARK NO 1 IS AS PREVIOUSLY DESCRIBED IN THE
 CP2682'1977 DESCRIPTION, WITH THE FOLLOWING EXCEPTIONS.  THE MARK IS 0.30 M
 CP2682'(0.98 FT) WEST OF A METAL WITNESS POST AND 0.30 M (0.98 FT) EAST OF A
 CP2682'FIBERGLASS WITNESS POST.  REFERENCE MARK NO 3 IS AS DESCRIBED IN THE
 CP2682'1977 DESCRIPTION WITH THE FOLLOWING ADDITIONS.  THE MARK IS 49.38 M
 CP2682'(162.01 FT) NORTH OF FENCE, 0.30 M (0.98 FT) NORTHEAST OF A METAL
 CP2682'WITNESS POST AND SIGN AND 0.30 M (0.98 FT) SOUTHWEST OF A FIBERGLASS
 CP2682'WITNESS POST.  THE AZIMUTH MARK IS AS PREVIOUSLY DESCRIBED IN 1977
 CP2682'DESCRIPTION.
 CP2682
 CP2682                          STATION RECOVERY (1985)
 CP2682
 CP2682'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (GWG)
 CP2682'AERO 1948 1984 FOUND GOOD.
 CP2682'
 CP2682'AERO NO 1 1948 FOUND GOOD.
 CP2682'
 CP2682'AERO 1948 NO 3 1977 FOUND GOOD.
 CP2682'
 CP2682'AERO 1948 (AZ) FOUND GOOD.
 CP2682'
 CP2682'1984 DATA UNAVAILABLE FOR RECOVERY.
 CP2682
 CP2682                          STATION RECOVERY (1988)
 CP2682
 CP2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 CP2682'THE STATION WAS RECOVERED AT THIS DATE.
 CP2682'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 CP2682'RECOVERED AS PREVIOUSLY DESCRIBED IN THE 1984 DESCRIPTION.  THE
 CP2682'AZIMUTH MARK WAS NOT VISIBLE AT THIS TIME DUE TO LARGE TREES, ONE
 CP2682'OF THE WATERTANKS OBSERVED AS AZIMUTHS IN 1984 HAS BEEN REMOVED AND
 CP2682'THE OTHER WAS NOT VISIBLE DUE TO WEATHER CONDITIONS.  A NEW AZIMUTH
 CP2682'MARK WAS ESTABLISHED AT THIS DATE.
 CP2682'
 CP2682'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 CP2682'SOUTHWEST OF CLINTON,
 CP2682'4.8 KM (3.0 MI) NORTH OF RAYMOND, AT THE JOHN BELL WILLIAMS AIRPORT.
 CP2682'OWNERSHIP--HINDS COUNTY, TROY HENDERSON, AIRPORT MANAGER,
 CP2682'HINDS JUNIOR COLLEGE, RAYMOND MS 39154.  TELEPHONE (601) 857-5261.
 CP2682'
 CP2682'TO REACH THE STATION FROM EXIT 35 ON INTERSTATE HIGHWAY 20, GO
 CP2682'SOUTHWEST FOR 7.9 KM (4.9 MI) ON RAYMOND-CLINTON ROAD TO A
 CP2682'CROSSROAD.
 CP2682'TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) ON AIRPORT ROAD TO A
 CP2682'FORK.
 CP2682'FOLLOW THE RIGHT FORK AND GO NORTH FOR 1.1 KM (0.7 MI) ON AIRPORT
 CP2682'ROAD TO A FIELD ROAD AND LOCKED GATE ON THE LEFT.  TURN LEFT,
 CP2682'THROUGH GATE AND GO WEST FOR 0.3 KM (0.2 MI) UPHILL ACORSS OPEN
 CP2682'PASTURE TO HIGHEST POINT AND STATION.
 CP2682'
 CP2682'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ1993 ***********************************************************************
 AJ1993  DESIGNATION -  AGAPE
 AJ1993  PID         -  AJ1993
 AJ1993  STATE/COUNTY-  MS/HINDS
 AJ1993  USGS QUAD   -  RIDGELAND (1998)
 AJ1993
 AJ1993                         *CURRENT SURVEY CONTROL
 AJ1993  ___________________________________________________________________
 AJ1993* NAD 83(2007)-  32 23 29.79201(N)    090 08 49.14345(W)     ADJUSTED  
 AJ1993* NAVD 88     -        92.2    (meters)     302.     (feet)  GPS OBS   
 AJ1993  ___________________________________________________________________
 AJ1993  EPOCH DATE  -        2002.00
 AJ1993  X           -     -13,829.778 (meters)                     COMP
 AJ1993  Y           -  -5,390,958.200 (meters)                     COMP
 AJ1993  Z           -   3,397,214.691 (meters)                     COMP
 AJ1993  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ1993  ELLIP HEIGHT-          65.679 (meters)          (02/10/07) ADJUSTED
 AJ1993  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AJ1993
 AJ1993  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1993  Type    PID    Designation                      North   East  Ellip
 AJ1993  -------------------------------------------------------------------
 AJ1993  NETWORK AJ1993 AGAPE                             1.25   1.18   2.39
 AJ1993  -------------------------------------------------------------------
 AJ1993
 AJ1993.The horizontal coordinates were established by GPS observations
 AJ1993.and adjusted by the National Geodetic Survey in February 2007.
 AJ1993
 AJ1993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1993.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1993.The epoch date for horizontal control is a decimal equivalence
 AJ1993.of Year/Month/Day.
 AJ1993
 AJ1993.The orthometric height was determined by GPS observations and a
 AJ1993.high-resolution geoid model.
 AJ1993
 AJ1993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1993
 AJ1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1993
 AJ1993.The ellipsoidal height was determined by GPS observations
 AJ1993.and is referenced to NAD 83.
 AJ1993
 AJ1993.The geoid height was determined by GEOID03.
 AJ1993
 AJ1993;                    North         East     Units Scale Factor Converg.
 AJ1993;SPC MS W     -   320,588.008   717,532.590   MT  0.99995379   +0 05 59.4
 AJ1993;SPC MS W     - 1,051,795.82  2,354,104.84   sFT  0.99995379   +0 05 59.4
 AJ1993;UTM  15      - 3,587,425.251   768,378.518   MT  1.00048830   +1 31 45.4
 AJ1993
 AJ1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1993!SPC MS W     -   0.99998969  x   0.99995379  =   0.99994348
 AJ1993!UTM  15      -   0.99998969  x   1.00048830  =   1.00047798
 AJ1993
 AJ1993                          SUPERSEDED SURVEY CONTROL
 AJ1993
 AJ1993  ELLIP H (04/15/02)   65.695  (m)                       GP(       ) 4 2
 AJ1993  NAD 83(1993)-  32 23 29.79172(N)    090 08 49.14355(W) AD(       ) 1
 AJ1993  ELLIP H (03/15/01)   65.705  (m)                       GP(       ) 5 2
 AJ1993
 AJ1993.Superseded values are not recommended for survey control.
 AJ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1993.See file dsdata.txt to determine how the superseded data were derived.
 AJ1993
 AJ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6837987425(NAD 83)
 AJ1993_MARKER: DS = TRIANGULATION STATION DISK
 AJ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1993_STAMPING: AGAPE 2000
 AJ1993_MARK LOGO: NONE  
 AJ1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1993+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ1993
 AJ1993  HISTORY     - Date     Condition        Report By
 AJ1993  HISTORY     - 2000     MONUMENTED       MS1220
 AJ1993
 AJ1993                          STATION DESCRIPTION
 AJ1993
 AJ1993'DESCRIBED BY CITY OF JACKSON MISSISSIPPI 2000 (AH)
 AJ1993'IN NORTH JACKSON, MS, JUST WEST OF I-55 AND SOUTH OF COUNTY LINE ROAD.
 AJ1993'TO REACH FROM THE INTERSECTION OF NORTH STATE ST.  AND BEASLEY RD.
 AJ1993'DRIVE NORTH ON STATE ST.  OF 0.7 MILE (1.1 KM) TO WHITE OAK DR. TRUN
 AJ1993'RIGHT (EAST) ON WHITE OAK AND PROCEED TO END OF STREET AND PARK (AND
 AJ1993'PARKING AREA) AHEAD.  STATION IS IN THE PARK, ACROSS THE OUTDOOR PAVED
 AJ1993'BASKETBALL COURT FROM THE PARKING LOT.  IT IS 42 FT (12.8 M) SOUTHEAST
 AJ1993'OF A 6 INCH OAK TREE, 51 FT (15.5 M) ENE OF A BLACK PIPE STAND
 AJ1993'SUPPORTING A BASKETBALL HOOP AT THE SE END OF THE COURT, 74 FT (22.6
 AJ1993'M) NORTH OF THE NORTH CORNER OF THE 1 STORY RED BRICK PARK BUILDING,
 AJ1993'61.5 FT (18.7 M) WSW OF A WOODEN UTILITY POLE WITH ONE TRANSFORMER,
 AJ1993'AND 81.0 FT (24.7 M) SOUTH OF A WOODEN POLE WITH A LIGHT.  MARK IS A
 AJ1993'PLAIN ALUMINUM DISK SET IN THE TOP OF A SHALLOW CONCRETE MASS AND
 AJ1993'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1876 ***********************************************************************
 DJ1876  DESIGNATION -  AGENCY
 DJ1876  PID         -  DJ1876
 DJ1876  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1876  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ1876
 DJ1876                         *CURRENT SURVEY CONTROL
 DJ1876  ___________________________________________________________________
 DJ1876* NAD 83(2007)-  33 22 25.52327(N)    088 41 38.62526(W)     ADJUSTED  
 DJ1876* NAVD 88     -       109.8    (meters)     360.     (feet)  GPS OBS   
 DJ1876  ___________________________________________________________________
 DJ1876  EPOCH DATE  -        2002.00
 DJ1876  X           -     121,517.910 (meters)                     COMP
 DJ1876  Y           -  -5,330,467.983 (meters)                     COMP
 DJ1876  Z           -   3,488,694.552 (meters)                     COMP
 DJ1876  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DJ1876  ELLIP HEIGHT-          81.442 (meters)          (02/10/07) ADJUSTED
 DJ1876  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ1876
 DJ1876  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1876  Type    PID    Designation                      North   East  Ellip
 DJ1876  -------------------------------------------------------------------
 DJ1876  NETWORK DJ1876 AGENCY                            1.12   1.12   5.08
 DJ1876  -------------------------------------------------------------------
 DJ1876
 DJ1876.The horizontal coordinates were established by GPS observations
 DJ1876.and adjusted by the National Geodetic Survey in February 2007.
 DJ1876
 DJ1876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1876.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1876.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1876.The epoch date for horizontal control is a decimal equivalence
 DJ1876.of Year/Month/Day.
 DJ1876
 DJ1876.The orthometric height was determined by GPS observations and a
 DJ1876.high-resolution geoid model.
 DJ1876
 DJ1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1876
 DJ1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1876
 DJ1876.The ellipsoidal height was determined by GPS observations
 DJ1876.and is referenced to NAD 83.
 DJ1876
 DJ1876.The geoid height was determined by GEOID03.
 DJ1876
 DJ1876;                    North         East     Units Scale Factor Converg.
 DJ1876;SPC MS E     -   429,498.459   312,959.504   MT  0.99995207   +0 04 35.8
 DJ1876;SPC MS E     - 1,409,112.86  1,026,767.97   sFT  0.99995207   +0 04 35.8
 DJ1876;UTM  16      - 3,694,004.678   342,409.197   MT  0.99990619   -0 55 55.5
 DJ1876
 DJ1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1876!SPC MS E     -   0.99998721  x   0.99995207  =   0.99993928
 DJ1876!UTM  16      -   0.99998721  x   0.99990619  =   0.99989341
 DJ1876
 DJ1876|---------------------------------------------------------------------|
 DJ1876| PID    Reference Object                     Distance      Geod. Az  |
 DJ1876|                                                           dddmmss.s |
 DJ1876| CF9424 BM                                    5.677 METERS 01020     |
 DJ1876| CR7589 AGENCY RM 5                                        01231     |
 DJ1876| CR7592 TXI STACK                                          1014148.6 |
 DJ1876| CF9292 AGENCY AZ MK                                       1714611.8 |
 DJ1876| CF9296 AGENCY RM 4                          22.089 METERS 18424     |
 DJ1876| CF9294 AGENCY RM 2                          42.312 METERS 18835     |
 DJ1876| CF9295 AGENCY RM 3                          24.651 METERS 25519     |
 DJ1876| DJ1892 STARKVILLE SANDIERS MILL TANK       APPROX.13.7 KM 3124207.7 |
 DJ1876| DJ1891 STARKVILLE ST COLL PLANT CHIM       APPROX.12.4 KM 3155955.7 |
 DJ1876| CF9293 AGENCY RM 1                          39.874 METERS 31754     |
 DJ1876|---------------------------------------------------------------------|
 DJ1876
 DJ1876                          SUPERSEDED SURVEY CONTROL
 DJ1876
 DJ1876  ELLIP H (04/15/02)   81.416  (m)                       GP(       ) 4 2
 DJ1876  NAD 83(1993)-  33 22 25.52325(N)    088 41 38.62572(W) AD(       ) 1
 DJ1876  ELLIP H (01/12/94)   81.525  (m)                       GP(       ) 4 2
 DJ1876  NAD 83(1993)-  33 22 25.53290(N)    088 41 38.62509(W) AD(       ) 1
 DJ1876  NAD 83(1986)-  33 22 25.53336(N)    088 41 38.62619(W) AD(       ) 1
 DJ1876  NAD 27      -  33 22 25.09000(N)    088 41 38.44700(W) AD(       ) 1
 DJ1876
 DJ1876.Superseded values are not recommended for survey control.
 DJ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1876.See file dsdata.txt to determine how the superseded data were derived.
 DJ1876
 DJ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4240994005(NAD 83)
 DJ1876_MARKER: DS = TRIANGULATION STATION DISK
 DJ1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1876_SP_SET: SQUARE CONCRETE MONUMENT
 DJ1876_STAMPING: AGENCY 1935
 DJ1876_MARK LOGO: CGS   
 DJ1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1876+STABILITY: SURFACE MOTION
 DJ1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1876+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2007
 DJ1876
 DJ1876  HISTORY     - Date     Condition        Report By
 DJ1876  HISTORY     - 1935     MONUMENTED       CGS
 DJ1876  HISTORY     - 1935     GOOD             CGS
 DJ1876  HISTORY     - 1963     GOOD             MSHD
 DJ1876  HISTORY     - 1964     GOOD             CGS
 DJ1876  HISTORY     - 1967     GOOD             CGS
 DJ1876  HISTORY     - 1970     GOOD             MSSU
 DJ1876  HISTORY     - 1971     GOOD             NGS
 DJ1876  HISTORY     - 1971     GOOD             MSSU
 DJ1876  HISTORY     - 1972     GOOD             MSSU
 DJ1876  HISTORY     - 1973     GOOD             NGS
 DJ1876  HISTORY     - 1980     GOOD             MSSU
 DJ1876  HISTORY     - 19810301 GOOD             MSSU
 DJ1876  HISTORY     - 1983     GOOD             MSSU
 DJ1876  HISTORY     - 1985     GOOD             MSU
 DJ1876  HISTORY     - 19930506 GOOD             MSU
 DJ1876  HISTORY     - 20041106 GOOD             BAKER
 DJ1876  HISTORY     - 20071015 GOOD             TVA
 DJ1876  HISTORY     - 20071202 GOOD             GEOCAC
 DJ1876
 DJ1876                          STATION DESCRIPTION
 DJ1876
 DJ1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1876'STATION IS ABOUT 1 MI. NE OF THE OLD AGENCY POST OFFICE,
 DJ1876'1-1/4 MI. W OF THE OKTIBBEHA-LOWNDES COUNTY LINE ON THE PROPERTY OF
 DJ1876'THE PEOPLES SAVING BANK OF STARKVILLE AND LEASED BY MR. J.M. ARNOLD
 DJ1876'OF STARKVILLE.  TO REACH FROM THE COURT HOUSE IN STARKVILLE GO E
 DJ1876'ON U.S. HIGHWAY 82 9.1 MI. TO POINT WHERE ROAD MAKES LEFT TURN
 DJ1876'AND ROAD FORK CROSSES RAILROAD.  TURN RIGHT ACROSS RAILROAD
 DJ1876'AND CONTINUE 3.1 MI. TO CREST OF SMALL HILL AND STATION ON
 DJ1876'LEFT SIDE OF ROAD.  STATION IS ON THE HIGHEST PART OF LAND, IN
 DJ1876'THE NW PART OF A LARGE PASTURE, 36.8 FT. E C/L OF GRAVEL ROAD,
 DJ1876'19.8 FT. E OF FENCE LINE, 45-1/2 FT. SSE OF A 3 IN. CEDAR, AND
 DJ1876'18.59 FT. SSW OF A U.S.C. AND G.S. AND STATE SURVEY B.M.  R.M. 1
 DJ1876'IS NNW OF STATION 14 FT. N OF C/L OF T-ROAD, 21 FT. W OF C/L OF
 DJ1876'MAIN ROAD, AND 13 FT.  NW OF N GATE POST.  R.M. 2 IS SSW OF STATION
 DJ1876'6 YDS. W OF C/L OF ROAD, 2 YDS. SSE OF A 5 IN. OAK, 18 IN. W
 DJ1876'OF FENCE LINE, AND AT THE N END OF A LINE OF SMALL OAKS.
 DJ1876'AZIM. MARK IS SSE OF STATION, 8 YDS. WSW C/L OF ROAD, 2 FT. S OF
 DJ1876'A E-W FENCE, 18 FT. ENE OF A N-S FENCE AND 30 FT. SE OF A 16 IN.
 DJ1876'OAK.
 DJ1876'
 DJ1876'REQUIRED A 50 FT. TOWER.
 DJ1876'
 DJ1876'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 DJ1876
 DJ1876                          STATION RECOVERY (1935)
 DJ1876
 DJ1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DJ1876'RECOVERED IN GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (1963)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1876'THE STATION WAS VISITED APRIL 30, 1963 AND THE STATION AND THE
 DJ1876'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 AND R.M. 2 WERE
 DJ1876'DESTROYED BY ROAD CONSTRUCTION.
 DJ1876'
 DJ1876'A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS REACHED
 DJ1876'FROM THE POST OFFICE IN ARTESIA BY GOING WEST FOR 0.5 MILE TO STATE
 DJ1876'HIGHWAY 45 W., TURN LEFT, SOUTH, AND GO 0.8 MILE TO A GRAVEL
 DJ1876'ROAD, TURN RIGHT, WEST, AND FOLLOW THE MAIN GRAVEL ROAD
 DJ1876'KNOWN AS THE OLD ROBINSON ROAD FOR 4.4 MILES TO A CROSS ROAD,
 DJ1876'TURN RIGHT, NORTH, AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE
 DJ1876'LEFT, CONTINUE NORTH ON GRAVEL ROAD FOR 0.45 MILE TO THE TOP
 DJ1876'OF A HILL, A SIDE ROAD LEFT AND THE STATION ON THE RIGHT AS
 DJ1876'DESCRIBED.
 DJ1876'
 DJ1876'NOTE- METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ1876'THE BENCH MARK AND 1.0 FOOT EAST OF THE AZIMUTH MARK.
 DJ1876'
 DJ1876'STATION IS 95 FEET SOUTHEAST OF THE CENTER OF A GATE, 50 FEET
 DJ1876'NORTHEAST OF THE INTERSECTION, 37 FEET EAST OF THE CENTER OF THE
 DJ1876'GRAVEL ROAD, 13 FEET EAST OF A FENCE, 23 FEET SOUTHEAST OF
 DJ1876'A 6-INCH CEDAR TREE.
 DJ1876'
 DJ1876'R.M. 1 AND R.M. 2 WERE FOUND DESTROYED.  THE DISKS WERE RECLAIMED.
 DJ1876'
 DJ1876'B.M. USC AND GS AND STATE SURVEY IS 69 FEET NORTHEAST OF THE
 DJ1876'INTERSECTION, 81 FEET SOUTHEAST OF THE CENTER OF THE GATE, 46 FEET
 DJ1876'EAST OF THE CENTER OF THE ROAD, 25 FEET EAST OF A 26-INCH CEDAR
 DJ1876'TREE, 21 FEET EAST OF A WIRE FENCE.
 DJ1876'
 DJ1876'AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION, 0.25 MILE NORTH
 DJ1876'OF A CROSS ROAD, IN THE SOUTHEAST CORNER OF AN OPEN PASTURE, 70 FEET
 DJ1876'NORTH OF A TELEPHONE LINE POLE, 16 FEET EAST OF A 10-INCH OAK TREE
 DJ1876'WITH A TRIANGLE BLAZE, 11 FEET SOUTHWEST OF A 10-INCH BLACK JACK
 DJ1876'OAK WITH A TRIANGLE BLAZE, 24 FEET WEST OF THE CENTER OF THE ROAD,
 DJ1876'4 FEET SOUTHWEST OF A FENCE CORNER POST.
 DJ1876
 DJ1876                          STATION RECOVERY (1964)
 DJ1876
 DJ1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 DJ1876'THE STATION WAS VISITED 5-13-64 AND THE STATION, AZIMUTH MARK AND
 DJ1876'BM (MISS.GEOD.S.) WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 AND 2
 DJ1876'WERE FOUND DESTROYED.  R.M. NO. 3 AND 4 WERE ESTABLISHED
 DJ1876'AT THIS DATE.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 DJ1876'STATION.  A NEW DESCRIPTION FOLLOWS-
 DJ1876'
 DJ1876'THE STATION IS LOCATED 9 MILES SOUTHEAST OF STARKVILLE, 4 MILES
 DJ1876'SOUTHWEST OF ARTESIA, ON THE TOP OF A HILL, AT A T INTERSECTION OF
 DJ1876'ROADS, IN THE NORTHWEST SECTION OF A LARGE PASTURE, 38 FEET EAST OF
 DJ1876'THE CENTERLINE OF A NORTH-SOUTH ROAD, 32 FEET NORTH OF THE
 DJ1876'PROJECTED CENTERLINE OF A ROAD LEADING WEST, 13 FEET EAST OF A
 DJ1876'FENCE CORNER, 1 FOOT EAST OF A WITNESS POST, IT IS A STANDARD
 DJ1876'DISK, STAMPED AGENCY 1935, PROJECTING 6 INCHES.
 DJ1876'
 DJ1876'REFERENCE MARK NO. 3 IS 80.88 FEET WEST OF THE STATION, 43 FEET
 DJ1876'WEST OF THE CENTER OF THE ROAD, 22 FEET NORTH OF THE CENTER OF
 DJ1876'THE ROAD LEADING WEST, 1 FOOT SOUTH OF A FENCE LINE, 15 FEET WEST
 DJ1876'OF A FENCE CORNER, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 DJ1876'IS A STANDARD DISK, STAMPED AGENCY NO 3 1935, PROJECTING 3 INCHES.
 DJ1876'
 DJ1876'REFERENCE MARK NO. 4 IS 72.47 FEET SOUTH OF THE STATION, 35 FEET
 DJ1876'EAST OF THE CENTER OF THE ROAD, 8 FEET EAST OF A FENCE LINE,
 DJ1876'42 FEET SOUTH OF THE PROJECTED CENTERLINE OF THE ROAD WEST,
 DJ1876'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DJ1876'DISK, STAMPED AGENCY NO 4 1935, PROJECTING 6 INCHES.
 DJ1876'
 DJ1876'B.M. (MISS GEOD.S.) IS 18.59 FEET NORTH-NORTHEAST OF THE
 DJ1876'STATION.  49 FEET NORTH OF THE PROJECTED CENTERLINE OF THE ROAD
 DJ1876'LEADING WEST, 46 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 21
 DJ1876'FEET EAST OF A FENCE LINE.  IT IS A STANDARD USC AND GS AND STATE
 DJ1876'SURVEY DISK, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 DJ1876'PROJECTING 2 INCHES.  THE MARK IS NOT STAMPED.
 DJ1876'
 DJ1876'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION AT THE
 DJ1876'SOUTHEAST CORNER OF A PASTURE, AT A JOG IN A FENCE LINE AND AT THE
 DJ1876'ENTRANCE TO THE PASTURE, 25 FEET WEST OF THE CENTER OF THE ROAD, 3
 DJ1876'FEET SOUTHWEST OF A FENCE CORNER, 18 FEET EAST OF A FENCE CORNER,
 DJ1876'15 FEET EAST OF A 10-INCH TRIANGULAR BLAZED TREE, 9 FEET
 DJ1876'SOUTHWEST OF A 9-INCH TRIANGULAR BLAZED OAK TREE.  IT IS A
 DJ1876'STANDARD DISK, STAMPED AGENCY 1935, PROJECTING 2 INCHES.
 DJ1876'
 DJ1876'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 45W AND U.S. HIGHWAY
 DJ1876'82 IN MAYHEW, GO SOUTH ON STATE HIGHWAY 45W FOR 5.45 MILE TO A
 DJ1876'CROSSROADS, TURN RIGHT AND GO WEST FOR 0.2 MILE TO A FORK, TAKE
 DJ1876'RIGHT FORK AND GO SOUTH FOR 1.7 MILES TO A FORK, TAKE LEFT FORK AND
 DJ1876'GO 2.65 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.8
 DJ1876'MILE TO THE STATION MARK ON RIGHT.
 DJ1876
 DJ1876                          STATION RECOVERY (1967)
 DJ1876
 DJ1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFO)
 DJ1876'THE STATION, AZIMUTH MARK, MISSISSIPPI GEODETIC SURVEY MARK AND
 DJ1876'REFERENCE MARKS 3 AND 4 WERE RECOVERED AS DESCRIBED IN THE 1964
 DJ1876'RECOVERY NOTE BY A.K.H.
 DJ1876'
 DJ1876'THE 1964 RECOVERY NOTE ADEQUATELY DESCRIBES THE STATION AND THE TO
 DJ1876'REACH IS GOOD.
 DJ1876
 DJ1876                          STATION RECOVERY (1970)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 DJ1876'AGENCY 1935 GOOD, 13 FEET EAST OF A FENCE (NOT FENCE CORNER)
 DJ1876'
 DJ1876'AGENCY NO 3 1935 GOOD, 7.6 FEET ESE OF A FENCE CORNER
 DJ1876'
 DJ1876'AGENCY NO 4 1935 GOOD
 DJ1876'
 DJ1876'AGENCY AZI. 1935 GOOD, 1 FOOT WEST OF M.W. POST
 DJ1876'
 DJ1876'B.M. (MISS GEOD. S.) NO STAMPING - 1.2 FT. EAST OF M.W. POST
 DJ1876'
 DJ1876'1964 DESCRIPTION BY AKH ADEQUATE- DELETE FOLLOWING AT AZ. MK.
 DJ1876'3 FEET SW OF A FENCE CORNER
 DJ1876'9 FEET SW OF A 9 IN. TRIANGULAR BLAZED OAK
 DJ1876
 DJ1876                          STATION RECOVERY (1971)
 DJ1876
 DJ1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (FCC)
 DJ1876'THE STATION WAS VISITED APRIL 10, 1971 AND THE STATION MARK,
 DJ1876'REFERENCE MARKS NO. 3 AND NO. 4 (MISS. GEOD. S.) B.M., AND THE
 DJ1876'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DJ1876'
 DJ1876'THE STATION IS LOCATED 9 MILES SOUTHEAST OF STARKVILLE AND 4 MILES
 DJ1876'SOUTHWEST OF ARTESIA, IN THE NORTHEAST 1/4 SECTION 2, T17N,
 DJ1876'R15E, AND ON THE PROPERTY OF HUNTER ARNOLD.  IT IS ON TOP OF A
 DJ1876'HILL, AT A T INTERSECTION OF GRAVEL ROADS IN THE NORTHWEST SECTION
 DJ1876'OF A LARGE PASTURE, 38 FEET EAST OF THE CENTERLINE OF A
 DJ1876'NORTH-SOUTH GRAVEL ROAD, 32 FEET NORTH OF THE PROJECTED
 DJ1876'CENTERLINE OF A GRAVEL ROAD LEADING WEST, 13 FEET EAST OF A FENCE
 DJ1876'LINE, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DJ1876'TRIANGULATION DISK STAMPED AGENCY 1935 AND SET IN A
 DJ1876'12-INCH ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE
 DJ1876'GROUND LEVEL.
 DJ1876'
 DJ1876'REFERENCE MARK NO. 3 IS 80.88 FEET WEST OF THE STATION, 43 FEET WEST
 DJ1876'OF THE STATION, 43 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 DJ1876'ROAD, 22 FEET NORTH OF THE CENTER OF THE ROAD LEADING WEST, 1 FOOT
 DJ1876'SOUTH OF A FENCE LINE, 15 FEET WEST OF A FENCE CORNER, AND 1
 DJ1876'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 DJ1876'MARK DISK STAMPED AGENCY NO. 3 1935 AND SET IN A 12-INCH ROUND
 DJ1876'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND LEVEL.
 DJ1876'
 DJ1876'REFERENCE MARK NO. 4 IS 72.47 FEET SOUTH OF THE STATION,
 DJ1876'35 FEET EAST OF THE CENTER OF THE ROAD, 8 FEET EAST OF A FENCE LINE,
 DJ1876'42 FEET SOUTH OF THE PROJECTED CENTER LINE OF THE ROAD LEADING
 DJ1876'WEST, AND 1 FOOT EAST OF A METAL WITNESS POST.
 DJ1876'
 DJ1876'B.M. (MISS. GEOD. S.) IS 18.59 FEET NORTH-NORTHEAST OF THE STATION,
 DJ1876'49 FEET NORTH OF THE PROJECTED CENTERLINE OF THE ROAD LEADING WEST,
 DJ1876'46 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 21 FEET EAST OF
 DJ1876'A FENCE LINE.  IT IS A STANDARD USC AND GS AND STATE SURVEY DISK,
 DJ1876'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 2
 DJ1876'INCHES.  THE MARK IS NOT STAMPED.
 DJ1876'
 DJ1876'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 45W AND U.S. HIGHWAY
 DJ1876'82 NEAR HAYHEW, GO SOUTH ON STATE HIGHWAY 45W FOR 5.25 MILES TO A
 DJ1876'CROSSROADS, TURN RIGHT ON GRAVEL ROAD AND GO WEST A DISTANCE OF
 DJ1876'0.25 MILE TO A T INTERSECTION, TURN LEFT AND GO SOUTH 2.8 MILES TO
 DJ1876'FORK, TAKE LEFT FORK AND GO SOUTHWEST A DISTANCE OF 2.6 MILES TO
 DJ1876'CROSSROADS, TURN RIGHT AND GO NORTH A DISTANCE OF 0.7 MILE TO THE
 DJ1876'STATION MARK ON RIGHT.
 DJ1876'
 DJ1876'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF THE STATION, AT THE
 DJ1876'SOUTHEAST CORNER OF A PASTURE, AT A JOG IN A FENCE LINE, AND AT THE
 DJ1876'ENTRANCE TO THE PASTURE, 25 FEET WEST OF THE CENTER OF THE GRAVEL
 DJ1876'ROAD, 18 FEET EAST OF A FENCE CORNER, 15 FEET EAST OF A TRIANGULAR
 DJ1876'BLAZED TREE.  IT IS A STANDARD AZIMUTH MARK DISK STAMPED AGENCY
 DJ1876'1935 AND SET IN AN 11 INCH ROUND CONCRETE POST PROJECTING 2
 DJ1876'INCHES ABOVE GROUND LEVEL.
 DJ1876'
 DJ1876'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.5 MILE TO
 DJ1876'AZIMUTH MARK ON THE RIGHT OF THE ROAD.
 DJ1876'
 DJ1876'THE DISTANCE BETWEEN REFERENCE MARKS NO. 3 AND NO. 4 IS 102 FEET.
 DJ1876'
 DJ1876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTHWEST
 DJ1876'OF ARTESIA
 DJ1876
 DJ1876                          STATION RECOVERY (1971)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (TLF)
 DJ1876'AGENCY 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'AGENCY NO 3 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'AGENCY NO 4 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'BM (MGS) RECOVERED GOOD.
 DJ1876'
 DJ1876'AT FIRST FORK AFTER LEAVING HIGHWAY 4.5 W YOU TAKE THE LEFT FORK,
 DJ1876'SOUTH, NOT RIGHT FORK.
 DJ1876'
 DJ1876'NO SEARCH WAS MADE FOR AZ. MK. AT THIS DATE.
 DJ1876
 DJ1876                          STATION RECOVERY (1972)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (SF)
 DJ1876'AGENCY 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'AGENCY NO 3 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'AGENCY NO 4 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'AGENCY AZI 1935 RECOVERED GOOD.
 DJ1876'
 DJ1876'BM - NO STAMPING GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (1973)
 DJ1876
 DJ1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (SBT)
 DJ1876'THE STATION WAS VISITED OCTOBER 26, 1973 AND THE STATION MARK,
 DJ1876'REFERENCE MARKS NO. 3, NO. 4, USC AND GS BM, AND THE AZIMUTH MARK
 DJ1876'WERE FOUND IN GOOD CONDITION.  NEW DESCRIPTION--
 DJ1876'
 DJ1876'THE STATION IS LOCATED 9 MILES SE OF STARKVILLE, MISS. AND 4 MILES
 DJ1876'SW OF ARTESIA, MISS., IN THE NE 1/4 OF SECTION 2, T17N, R15E, ON THE
 DJ1876'PROPERTY OF JOE MASSEY, EXCEPT THAT RM NO. 3 AND THE AZIMUTH MARK
 DJ1876'ARE ON THE PROPERTY OF CARL PARRISH.  IT IS ON TOP OF A HILL, ON THE
 DJ1876'RIGHT-OF-WAY AND AT A T INTERSECTION OF GRAVEL ROADS, 3.4 FT
 DJ1876'WSW OF A PASTURE FENCE, 41 FT ENE AND 3.1 FT ABOVE THE
 DJ1876'CENTERLINE OF THE ROAD, 36 FT NNW OF OF THE PROJECTED CENTERLINE OF
 DJ1876'THE ROAD LEADING WSW, AND 1 FT EAST OF A METAL WITTNESS POST.  IT
 DJ1876'IS A TRIANGULATION DISK STAMPED AGENCY 1935 AND SET IN A 12-INCH
 DJ1876'ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND LEVEL.
 DJ1876'
 DJ1876'REFERENCE MARK NO. 3 IS 80.88 FEET WSW OF AND 4.81 FT BELOW THE
 DJ1876'STATION, 40 FT WSW OF THE ROAD, 26 FT NNW AND 0.2 FT ABOVE THE
 DJ1876'CENTERLINE OF THE ROAD LEADING WSW, 35 FT NE OF THE NE CORNER OF A
 DJ1876'CATTLE GAP, 7.5 FT SE OF A FENCE CORNER POST, AND 1 FT WEST OF A
 DJ1876'METAL WITTNESS POST.  IT IS A REFERENCE MARK DISK STAMPED AGENCY
 DJ1876'NO. 3 1935 AND SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 2
 DJ1876'INCHES ABOVE GROUND LEVEL.
 DJ1876'
 DJ1876'REFERENCE MARK NO. 4 IS 72.47 FEET SSE OF AND 1.58 FT BELOW THE
 DJ1876'STATION, 9.8 FT WSW OF A PASTURE FENCE, 36 FT ENE AND 2.8 FT ABOVE
 DJ1876'THE CENTERLINE OF THE NNW-SSE ROAD, 39 FT SSE OF THE PROJECTED
 DJ1876'CENTERLINE OF THE ROAD TO THE WSW, AND 1 FT EAST OF A METAL
 DJ1876'WITTNESS POST.  IT IS A REFERENCE MARK DISK STAMPED AGENCY NO. 4
 DJ1876'1935 AND SET IN A 12-INCH ROUND CONCRETE POST FLUSH WITH GROUND
 DJ1876'LEVEL.
 DJ1876'
 DJ1876'BM DISK IS 18.59 FT NORTH AND 0.57 FT BELOW THE STATION, 50 FT ENE
 DJ1876'OF AND 2.8 FT ABOVE THE CENTERLINE OF THE ROAD, 55 FT NNW OF THE
 DJ1876'PROJECTED CENTERLINE OF THE ROAD TO THE WSW, 4.9 FT ENE OF A
 DJ1876'PASTURE FENCE, AND 1 FT EAST OF A METAL WITTNESS POST.  IT IS AN
 DJ1876'UNSTAMPED STANDARD USC AND GS AND STATE SURVEY DISK, SET IN A
 DJ1876'6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 DJ1876'GROUND LEVEL.
 DJ1876'
 DJ1876'THE DISTANCE BETWEEN REFERENCE MARKS NO. 3 AND NO. 4 IS 99.77 FT.
 DJ1876'
 DJ1876'THE AZIMUTH MARK IS 0.45 MILE SSE OF THE STATION, 22 FT WEST OF AND
 DJ1876'LEVEL WITH THE CENTERLINE OF THE NORTH-SOUTH ROAD, 6 FT WEST OF THE
 DJ1876'ROAD DITCH, 16 FT ENE OF AN 11-INCH OAK, 18 FT EAST OF THE CORNER
 DJ1876'POST WHERE THE NORTHERLY PASTURE FENCE OFF-SETS 3 FT TO THE WEST,
 DJ1876'AND 1 FT WEST OF A METAL WITTNESS POST.  IT IS AN AZIMUTH MARK DISK
 DJ1876'STAMPED AGENCY 1935 AND SET IN AN 11-INCH ROUND CONCRETE POST
 DJ1876'PROJECTING 2 INCHES ABOVE GROUND LEVEL.
 DJ1876'
 DJ1876'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 82 AND 45
 DJ1876'ALTERNATE NEAR MAYHEW, MISS., GO SOUTH ON US HIGHWAY 45 ALTERNATE
 DJ1876'5.22 MILES, TURN RIGHT ON GRAVEL ROAD AT THE ELECTRIC POWER
 DJ1876'SUB-STATION AND GO WEST 0.21 MILES TO A T JUNCTION, TURN LEFT ON
 DJ1876'ROBINSON ROAD AND GO 4.10 MILES SOUTH AND WEST TO A CROSSROADS,
 DJ1876'TURN RIGHT AND GO 0.27 MILES TO THE AZIMUTH MARK ON THE LEFT
 DJ1876'(WEST) SIDE OF THE ROAD, AND CONTINUE 0.44 MILES NORTH TO THE SIDE
 DJ1876'ROAD LEFT AND THE STATION MARK ON THE RIGHT (EAST) SIDE OF THE
 DJ1876'ROAD.
 DJ1876'
 DJ1876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SW
 DJ1876'OF ARTESIA.
 DJ1876
 DJ1876                          STATION RECOVERY (1980)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (MAH)
 DJ1876'STATION, REFERENCE MARKS 3, AND 4, BENCH MARK (MSGS) AND AZIMUTH
 DJ1876'MARK RECOVERED IN GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (1981)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1876'RECOVERED IN GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (1983)
 DJ1876
 DJ1876'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (TF)
 DJ1876'ALL MARKS FOUND IN GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (1985)
 DJ1876
 DJ1876'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985 (RB)
 DJ1876'THE STATION WAS RECOVERED IN GOOD CONDITION.  LINE WAS CLEARED TO THE
 DJ1876'AZIMUTH MARK AND DIRECTIONS OBSERVED TO MSU STATION 8217 AND TO TXI
 DJ1876'SMOKE STACK WHICH SHOULD REMAIN VG LONGER THAN THE AZIMUTH MARK.
 DJ1876
 DJ1876                          STATION RECOVERY (1993)
 DJ1876
 DJ1876'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1993
 DJ1876'LOCATED 10 MI (16.1 KM) SOUTHEAST OF STARKVILLE, 4 MI (6.4 KM)
 DJ1876'SOUTHWEST OF ARTESIA, 6 MI (9.7 KM) NORTH OF NOXUBEE COUNTY LINE, 2.9
 DJ1876'MI (4.7 KM) EAT OF U.S. HIGHWAY 45A, 1.4 MI (2.3 KM) WEST OF LOWNDES
 DJ1876'COUNTY LINE, 1600 FT (487.7 M) WEST OF NORTHEAST CORNER OF SECTION 2,
 DJ1876'T17N, R15E.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 DJ1876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 182 AND U.S.
 DJ1876'HIGHWAY 45A NEAR MAYHEW, GO SOUTH ON U.S. HIGHWAY 45A FOR 5.2 MI
 DJ1876'(8.4 KM) TO A CROSSROAD, TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR
 DJ1876'0.25 MI (0.40 KM) TO SIDE ROAD LEFT, TURN LEFT AND GO SOUTH 1.8 MI
 DJ1876'(2.9 KM) TO A FORK, TAKE LEFT FORK AND GO SOUTHWEST 2.6 MI (4.2 KM)
 DJ1876'TO A CROSSROAD, TURN RIGHT AND GO NORTH 0.7 MI (1.1 KM) TO THE STATION
 DJ1876'ON THE RIGHT.
 DJ1876'THE STATION PROJECTS 6 IN.  LOCATED 38.0 FT (11.6 M) EAST OF GRAVELED
 DJ1876'CRAWFORD ROAD AND 32.0 FT (9.8 M) NORTH OF PROJECTED CENTER OF A
 DJ1876'DRIVE LEADING WEST.
 DJ1876'DESCRIBED R. BURT
 DJ1876
 DJ1876                          STATION RECOVERY (2004)
 DJ1876
 DJ1876'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RSP)
 DJ1876'RECOVERED IN GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (2007)
 DJ1876
 DJ1876'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2007 (MWN)
 DJ1876'RECOVERED IN GOOD CONDITION.
 DJ1876
 DJ1876                          STATION RECOVERY (2007)
 DJ1876
 DJ1876'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1876'FOUND IN GOOD ORDER. MONUMENT IS THREE FEET INSIDE PRIVATE PROPERTY,
 DJ1876'AND BLOCKED BY AN ELECTRIC FENCE. WITNESS POST PRESENT. MONUMENT 18
 DJ1876'INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0468 ***********************************************************************
 BH0468  DESIGNATION -  AGRA
 BH0468  PID         -  BH0468
 BH0468  STATE/COUNTY-  MS/GEORGE
 BH0468  USGS QUAD   -  AGRICOLA (1982)
 BH0468
 BH0468                         *CURRENT SURVEY CONTROL
 BH0468  ___________________________________________________________________
 BH0468* NAD 83(1993)-  30 49 03.27366(N)    088 31 05.62585(W)     ADJUSTED  
 BH0468* NAVD 88     -        71.91   (+/-2cm)     235.9    (feet)  VERTCON   
 BH0468  ___________________________________________________________________
 BH0468  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH0468  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH0468  HORZ ORDER  -  SECOND
 BH0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0468
 BH0468.The horizontal coordinates were established by classical geodetic methods
 BH0468.and adjusted by the National Geodetic Survey in May 1994.
 BH0468
 BH0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0468.The vertical order pertains to the NGVD 29 superseded value.
 BH0468
 BH0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0468
 BH0468.The geoid height was determined by GEOID03.
 BH0468
 BH0468;                    North         East     Units Scale Factor Converg.
 BH0468;SPC MS E     -   146,095.254   330,149.469   MT  0.99996121   +0 09 41.2
 BH0468;SPC MS E     -   479,314.18  1,083,165.38   sFT  0.99996121   +0 09 41.2
 BH0468;UTM  16      - 3,410,370.914   354,777.305   MT  0.99986016   -0 46 40.6
 BH0468
 BH0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0468!SPC MS E     -   0.99999321  x   0.99996121  =   0.99995442
 BH0468!UTM  16      -   0.99999321  x   0.99986016  =   0.99985337
 BH0468
 BH0468|---------------------------------------------------------------------|
 BH0468| PID    Reference Object                     Distance      Geod. Az  |
 BH0468|                                                           dddmmss.s |
 BH0468| BH0469 AGRA RM 2                            34.550 METERS 04456     |
 BH0468| BH0470 TIMER                               APPROX. 1.8 KM 1765503.5 |
 BH0468| DD8267 AGRA RM 1                            16.060 METERS 27647     |
 BH0468|---------------------------------------------------------------------|
 BH0468
 BH0468                          SUPERSEDED SURVEY CONTROL
 BH0468
 BH0468  NAD 83(1993)-  30 49 03.27793(N)    088 31 05.62448(W) AD(       ) 2
 BH0468  NAD 83(1986)-  30 49 03.29205(N)    088 31 05.62816(W) AD(       ) 2
 BH0468  NAD 27      -  30 49 02.61900(N)    088 31 05.55900(W) AD(       ) 2
 BH0468  NGVD 29 (??/??/??)   71.889  (m)          235.86   (f) ADJUSTED    2 0
 BH0468
 BH0468.Superseded values are not recommended for survey control.
 BH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0468.See file dsdata.txt to determine how the superseded data were derived.
 BH0468
 BH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5477710371(NAD 83)
 BH0468_MARKER: DS = TRIANGULATION STATION DISK
 BH0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0468_STAMPING: AGRA 1921
 BH0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0468+STABILITY: SURFACE MOTION
 BH0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0468+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2008
 BH0468
 BH0468  HISTORY     - Date     Condition        Report By
 BH0468  HISTORY     - 1921     MONUMENTED       CGS
 BH0468  HISTORY     - 1942     GOOD             CGS
 BH0468  HISTORY     - 1971     GOOD             MSHD
 BH0468  HISTORY     - 1971     GOOD             MSHD
 BH0468  HISTORY     - 20081128 GOOD             MSSU
 BH0468
 BH0468                          STATION DESCRIPTION
 BH0468
 BH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0468'STATION IS 3/4 MILE N OF AGRICOLA ON E (RIGHT) SIDE OF TRACK, 300
 BH0468'METERS NNE OF AGRICOLA PUBLIC SCHOOL BUILDING, 400 METERS N OF
 BH0468'MILEPOST P 34, AND 125 METERS N OF N END OF CUT WHICH IS DIRECTLY IN
 BH0468'FRONT OF PUBLIC SCHOOL, 2.68 METERS (8.79 FEET) E OF E AND
 BH0468'NEAREST RAIL.
 BH0468'
 BH0468'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0468'SET IN CONCRETE.
 BH0468'
 BH0468'REFERENCE MARK NO.1 IS ON W SIDE OF TRACK, REFERENCE MARK NO.2 IS ON
 BH0468'E SIDE OF TRACK.
 BH0468
 BH0468                          STATION RECOVERY (1942)
 BH0468
 BH0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (MZB)
 BH0468'ORIGINAL DESCRIPTION OF STATION IS GOOD.  STATION MARK AND REFERENCE
 BH0468'MARK NO.2 WERE FOUND IN GOOD CONDITION, AS DESCRIBED-
 BH0468'REFERENCE MARK NO. 1 HAS BEEN REMOVED AND LOST, BY GRADING ACTIVITIES
 BH0468'ALONG THE HIGHWAY.
 BH0468
 BH0468                          STATION RECOVERY (1971)
 BH0468
 BH0468'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH0468'THE STATION WAS VISITED 8-13-71 AND THE STATION MARK WAS FOUND IN
 BH0468'GOOD CONDITION.  RM-1 WAS REPORTED DESTROYED IN 1942.  RM-2 WAS NOT
 BH0468'FOUND.
 BH0468'
 BH0468'THE STATION IS LOCATED 8.6 MILES SOUTHEAST OF LUCEDALE NEAR THE EAST
 BH0468'RAIL OF THE MISSISSIPPI EXPORT RAILROAD TRACK OPPOSITE THE
 BH0468'AGRICOLA SCHOOL, 0.7 MILE NORTHEAST OF THE COMMUNITY OF AGRICOLA, IN
 BH0468'THE NORTHEAST 1/4 OF SECTION 6, T 3S, R 5W.  IT IS 77.5 FEET EAST OF
 BH0468'THE CENTER OF HIGHWAY 613, 58 FEET SOUTH OF THE PROJECTED PLANE OF
 BH0468'THE NORTH WALL OF THE SCHOOL, 8.5 FEET EAST OF THE EAST RAIL, 59.5
 BH0468'FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 39.5 FEET WEST OF A
 BH0468'R.O.W.  FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 18
 BH0468'INCHES BELOW THE LEVEL OF THE TRACK.
 BH0468'
 BH0468'IT IS A TRIANGULATION DISK, STAMPED AGRA 1921 PROJECTING 3 INCHES.
 BH0468'
 BH0468'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST
 BH0468'FOR 1/2 BLOCK TO THE JUNCTION OF STATE HIGHWAY 613.  TURN RIGHT AND
 BH0468'CONTINUE SOUTH ON STATE HIGHWAY 613 FOR 9.7 MILES TO THE JUNCTION OF
 BH0468'STATE HIGHWAY 612.  CONTINUE SOUTH ON STATE HIGHWAY 613 FOR 0.95
 BH0468'MILE TO A RED BRICK SCHOOL ON THE RIGHT AND THE STATION ON THE LEFT.
 BH0468'
 BH0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.6 MILES SOUTHEAST
 BH0468'OF LUCEDALE
 BH0468
 BH0468                          STATION RECOVERY (1971)
 BH0468
 BH0468'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0468'8.6 MI SE FROM LUCEDALE.
 BH0468'THE MARK IS LOCATED 8.6 MILES SOUTHEAST OF LUCEDALE NEAR THE EAST RAIL
 BH0468'OF THE MISSISSIPPI EXPORT RAILROAD TRACK, 0.7 MILES NORTHEAST OF THE
 BH0468'COMMUNITY OF AGRICOLA.  ON THE OPPOSITE SIDE OF THE HIGHWAY FROM THE
 BH0468'SCHOOL, IN THE NORTHEAST 1/4 OF SECTION 6, T 3S, T 5W.  IT IS 77.5
 BH0468'FEET EAST OF THE CENTER OF HIGHWAY 613, 58 FEET SOUTH OF THE PROJECTED
 BH0468'PLANE OF THE NORTH WALL OF THE SCHOOL, 8.5 FEET EAST OF THE EAST RAIL,
 BH0468'59.5 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 39.5 FEET WEST OF
 BH0468'A R.O.W. FENCE, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS SET IN THE
 BH0468'TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 18 INCHES BELOW THE LEVEL
 BH0468'OF THE TRACK AND PROJECTS 3 INCHES.  TO REACH THE MARK FROM THE U.S.
 BH0468'POST OFFICE IN LUCEDALE GO EAST FOR 1/2 BLOCK TO THE JUNCTION OF STATE
 BH0468'HIGHWAY 613.  TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY 613 FOR 1
 BH0468'MILE TO A CROSSROAD.  TURN LEFT AND CONTINUE EAST ON STATE HIGHWAY 613
 BH0468'FOR 8.7 MILES TO THE JUNCTION OF STATE HIGHWAY 612. CONTINUE SOUTH ON
 BH0468'STATE HIGHWAY 613 FOR 0.95 MILE TO A RED BRICK SCHOOL ON THE RIGHT AND
 BH0468'THE MARK ON THE LEFT.
 BH0468
 BH0468                          STATION RECOVERY (2008)
 BH0468
 BH0468'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JMB)
 BH0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0469 ***********************************************************************
 BH0469  DESIGNATION -  AGRA RM 2
 BH0469  PID         -  BH0469
 BH0469  STATE/COUNTY-  MS/GEORGE
 BH0469  USGS QUAD   -  AGRICOLA (1982)
 BH0469
 BH0469                         *CURRENT SURVEY CONTROL
 BH0469  ___________________________________________________________________
 BH0469* NAD 83(1986)-  30 49 03.     (N)    088 31 05.     (W)     SCALED    
 BH0469* NAVD 88     -        71.55   (+/-2cm)     234.7    (feet)  VERTCON   
 BH0469  ___________________________________________________________________
 BH0469  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH0469  VERT ORDER  -  ? (See Below)
 BH0469
 BH0469.The horizontal coordinates were scaled from a topographic map and have
 BH0469.an estimated accuracy of +/- 6 seconds.
 BH0469
 BH0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0469.The vertical order pertains to the NGVD 29 superseded value.
 BH0469
 BH0469.The geoid height was determined by GEOID03.
 BH0469
 BH0469;                    North         East    Units  Estimated Accuracy
 BH0469;SPC MS E     -   146,090.      330,170.      MT  (+/- 180 meters Scaled)
 BH0469
 BH0469                          SUPERSEDED SURVEY CONTROL
 BH0469
 BH0469  NGVD 29 (??/??/??)   71.530  (m)          234.68   (f) ADJUSTED    ?  
 BH0469
 BH0469.Superseded values are not recommended for survey control.
 BH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0469.See file dsdata.txt to determine how the superseded data were derived.
 BH0469
 BH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV547103(NAD 83)
 BH0469_MARKER: DR = REFERENCE MARK DISK
 BH0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0469_STAMPING: AGRA NO 2 1921
 BH0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0469+STABILITY: SURFACE MOTION
 BH0469
 BH0469  HISTORY     - Date     Condition        Report By
 BH0469  HISTORY     - 1921     MONUMENTED       CGS
 BH0469  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH0469  HISTORY     - 1971     MARK NOT FOUND   NGS
 BH0469  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0469
 BH0469                          STATION DESCRIPTION
 BH0469
 BH0469'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0469'7 MI N FROM HARLESTON.
 BH0469'THE MARK IS LOCATED IN GEORGE COUNTY, ABOUT 7.0 MILES NORTH ALONG THE
 BH0469'MISSISSIPPI EXPORT RAILROAD FROM HARLESTON, JACKSON COUNTY, 3/4 MILES
 BH0469'NORTH OF AGRICOLA, EAST OF THE TRACK, AND 34.55 METERS NORTHEAST OF
 BH0469'AGRA NO 2 1921 AND SET IN THE TOP OF A CONCRETE POST.
 BH0469
 BH0469                          STATION RECOVERY (1971)
 BH0469
 BH0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0469'MARK NOT FOUND.
 BH0469
 BH0469                          STATION RECOVERY (1978)
 BH0469
 BH0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BH0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2540 ***********************************************************************
 BH2540  DESIGNATION -  AIREY
 BH2540  PID         -  BH2540
 BH2540  STATE/COUNTY-  MS/STONE
 BH2540  USGS QUAD   -  AIREY (1982)
 BH2540
 BH2540                         *CURRENT SURVEY CONTROL
 BH2540  ___________________________________________________________________
 BH2540* NAD 83(1993)-  30 41 21.33632(N)    089 03 52.11162(W)     ADJUSTED  
 BH2540* NAVD 88     -        63.62   (+/-2cm)     208.7    (feet)  VERTCON   
 BH2540  ___________________________________________________________________
 BH2540  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BH2540  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH2540  HORZ ORDER  -  SECOND
 BH2540  VERT ORDER  -  THIRD ? (See Below)
 BH2540
 BH2540.The horizontal coordinates were established by classical geodetic methods
 BH2540.and adjusted by the National Geodetic Survey in May 1994.
 BH2540
 BH2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2540.The vertical order pertains to the NGVD 29 superseded value.
 BH2540
 BH2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2540
 BH2540.The geoid height was determined by GEOID03.
 BH2540
 BH2540;                    North         East     Units Scale Factor Converg.
 BH2540;SPC MS E     -   131,850.515   277,854.764   MT  0.99995605   -0 07 04.7
 BH2540;SPC MS E     -   432,579.56    911,595.17   sFT  0.99995605   -0 07 04.7
 BH2540;UTM  16      - 3,396,983.727   302,255.824   MT  1.00008239   -1 03 14.4
 BH2540
 BH2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2540!SPC MS E     -   0.99999450  x   0.99995605  =   0.99995055
 BH2540!UTM  16      -   0.99999450  x   1.00008239  =   1.00007689
 BH2540
 BH2540|---------------------------------------------------------------------|
 BH2540| PID    Reference Object                     Distance      Geod. Az  |
 BH2540|                                                           dddmmss.s |
 BH2540| DD8269 AIREY RM 1                           43.041 METERS 08418     |
 BH2540| BH2539 AIREY FIRE TOWER 1943                26.618 METERS 22858     |
 BH2540| DD8270 AIREY RM 2                           30.758 METERS 34527     |
 BH2540| DD8268 AIREY AZ MK                                        3461421.5 |
 BH2540|---------------------------------------------------------------------|
 BH2540
 BH2540                          SUPERSEDED SURVEY CONTROL
 BH2540
 BH2540  NAD 83(1986)-  30 41 21.35418(N)    089 03 52.10656(W) AD(       ) 2
 BH2540  NAD 27      -  30 41 20.66000(N)    089 03 51.95100(W) AD(       ) 2
 BH2540  NGVD 29 (07/19/86)   63.62   (m)          208.7    (f) LEVELING    3  
 BH2540
 BH2540.Superseded values are not recommended for survey control.
 BH2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2540.See file dsdata.txt to determine how the superseded data were derived.
 BH2540
 BH2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0225696984(NAD 83)
 BH2540_MARKER: DS = TRIANGULATION STATION DISK
 BH2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2540+STABILITY: SURFACE MOTION
 BH2540
 BH2540  HISTORY     - Date     Condition        Report By
 BH2540  HISTORY     - 1943     MONUMENTED       CGS
 BH2540  HISTORY     - 1958     GOOD             CGS
 BH2540  HISTORY     - 1972     GOOD             MSHD
 BH2540
 BH2540                          STATION DESCRIPTION
 BH2540
 BH2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2540'THE STATION IS LOCATED ABOUT 4 MILES E AND 1.25 MILES S OF MCHENRY,
 BH2540'87.33 FEET NE OF THE CENTER OF THE AIREY FIRE TOWER, 58.6 FEET W OF A
 BH2540'FLAGPOLE, 57 FEET N OF THE NW CORNER OF THE DISPATCH OFFICE BUILDING.
 BH2540'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BH2540'AIREY 1943.
 BH2540'
 BH2540'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2540'SET IN CONCRETE.
 BH2540'
 BH2540'*
 BH2540'REFERENCE MARK NO.
 BH2540'1 IS 141.21 FEET ENE OF THE STATION, 114 FEET NE OF THE NE CORNER OF
 BH2540'THE DISPATCH OFFICE BUILDING, 30.6 FEET S OF A TELEPHONE POLE, 25
 BH2540'FEET W OF THE CENTER LINE OF A GRAVELED ROAD, 1.5 FEET W OF A N-S
 BH2540'FENCE LINE. THE DISK IS STAMPED AIREY NO. 1 1943.
 BH2540'
 BH2540'*
 BH2540'REFERENCE MARK NO.
 BH2540'2 IS 100.88 FEET NNW OF THE STATION, 59 FEET W OF THE ROAD ENTRANCE
 BH2540'TO THE AIREY FIRE TOWER, 53.6 FEET NE OF A WIND VELOCITY GAGE.
 BH2540'THE DISK IS STAMPED AIREY NO. 2 1943.
 BH2540'
 BH2540'THE AZIMUTH MARK IS 0.4 MILE NNW OF THE STATION, 34.6 FEET N OF A
 BH2540'TELEPHONE POLE, 24 FEET W OF THE CENTER LINE OF A GRAVELED ROAD.
 BH2540'THE MARK IS 21 FEET NE OF A TRIANGULAR-BLAZED 6-INCH PINE TREE, 3.4
 BH2540'FEET S OF A STANDARD REFERENCE POST. THE DISK IS STAMPED AIREY 1943.
 BH2540'
 BH2540'A TRAVERSE CONNECTION WAS MADE TO THE AIREY FIRE TOWER.  IT IS 26.618
 BH2540'METERS (87.33 FEET) SW OF THE STATION.
 BH2540'
 BH2540'TO REACH THE STATION FROM THE RAILROAD STATION IN WIGGINS, GO S ON
 BH2540'U.S. HIGHWAY 49 FOR 10.7 MILES TO THE SOUTHERNMOST CROSSROADS IN
 BH2540'THE SMALL VILLAGE OF MCHENRY AND THE REDMOND SERVICE STATION ON THE
 BH2540'LEFT, HERE TURN LEFT ON GRAVELED ROAD AND GO 4.2 MILES TO
 BH2540'CROSSROADS, TURN RIGHT AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE
 BH2540'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE AIREY FIRE
 BH2540'TOWER ON THE RIGHT AND STATION.
 BH2540'
 BH2540'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2540
 BH2540                          STATION RECOVERY (1958)
 BH2540
 BH2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2540'THE STATION WAS VISITED 11-11-58 AND THE STATION MARK AND REFERENCE
 BH2540'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BH2540'WAS FOUND IN GOOD CONDITION BUT SOME CLEARING IS NEEDED TO MAKE IT
 BH2540'VISIBLE FROM THE STATION.  THE AIREY FIRE TOWER WAS FOUND IN GOOD
 BH2540'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH2540'
 BH2540'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF MCHENRY AT THE
 BH2540'SITE OF THE AIREY FIRE TOWER IN THE DESOTA NATIONAL FOREST.
 BH2540'IT IS 87.33 FEET NORTHEAST OF THE CENTER OF THE AIREY FIRE TOWER, 115
 BH2540'FEET WEST-SOUTHWEST OF THE CENTER OF THE DESOTA NATIONAL FOREST
 BH2540'ROAD NO. 419, 57 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 BH2540'RANGERS STATION.  61 FEET WEST-SOUTHWEST OF THE FLAG POLE, AND
 BH2540'121 FEET SOUTH-SOUTHEAST OF THE MAIN ENTRANCE TO THE FIRE TOWER.  IT
 BH2540'IS A STANDARD DISK, STAMPED AIREY 1943, FLUSH WITH THE GROUND.
 BH2540'1A AND 7A)
 BH2540'
 BH2540'REFERENCE MARK NO. 1 IS 141.21 FEET EAST-NORTHEAST OF THE STATION,
 BH2540'114 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RANGERS
 BH2540'STATION, 3 FEET NORTHEAST OF A FENCE LINE, 16 FEET SOUTHEAST OF A
 BH2540'TELEPHONE POLE, AND 25 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 BH2540'IT IS A STANDARD DISK, STAMPED AIREY NO 1 1943, PROJECTING 4 INCHES.
 BH2540'
 BH2540'REFERENCE MARK NO. 2 IS 100.68 FEET NORTH-NORTHWEST OF THE STATION,
 BH2540'21 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE
 BH2540'FIRE TOWER, 85 FEET WEST-SOUTHWEST OF THE CENTERLINE OF DESOTA
 BH2540'NATIONAL FOREST ROAD NO. 419, 18 FEET WEST-SOUTHWEST OF A
 BH2540'TELEPHONE POLE, 32 FEET WEST OF A GATE, AND 32.5 FEET NORTH-NORTHEAST
 BH2540'OF A RAIN GAUGE.  IT IS A STANDARD DISK, STAMPED AIREY NO 2
 BH2540'1943, PROJECTING 4 INCHES.
 BH2540'
 BH2540'A TRAVERSE WAS MADE TO THE AIREY FIRE TOWER IN 1943, A DISTANCE OF
 BH2540'87.33 FEET.
 BH2540'
 BH2540'THE AZIMUTH MARK IS 0.45 MILE NORTH OF THE STATION AT THE NORTH END
 BH2540'OF A CURVE IN THE ROAD, 25 FEET WEST OF THE CENTER OF THE ROAD, AND
 BH2540'35 FEET NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK, STAMPED
 BH2540'AIREY 1943, FLUSH WITH THE GROUND.
 BH2540'
 BH2540'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2540'STATE HIGHWAY 26 AT THE OVERPASS AT THE SOUTH EDGE OF WIGGINS, GO
 BH2540'SOUTH ON U.S. HIGHWAY 49 FOR 9.8 MILES TO A CROSSROAD, TURN LEFT AND
 BH2540'GO EAST FOR 4.2 MILES ON DESOTO NATIONAL FOREST ROAD NO. 401
 BH2540'TO THE INTERSECTION WITH DESOTO NATIONAL FOREST ROAD NO. 419, TURN
 BH2540'RIGHT AND GO SOUTH ON DESOTO NATIONAL FOREST ROAD NO. 419 FOR 0.45
 BH2540'MILE TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTH END OF A CURVE.
 BH2540'CONTINUE SOUTH FOR 0.45 MILE TO THE STATION AND THE AIREY FIRE
 BH2540'TOWER ON THE RIGHT.
 BH2540
 BH2540                          STATION RECOVERY (1972)
 BH2540
 BH2540'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2540'THE STATION WAS VISITED 1-27-72 AND THE STATION MARK RM-1 AND RM-2
 BH2540'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 BH2540'LEANING SLIGHTLY TOWARD THE STATION.
 BH2540'
 BH2540'THE STATION IS LOCATED 7.7 MILES SOUTHEAST OF PERKINSTON NEAR THE
 BH2540'AIREY LOOKOUT TOWER, 12.5 MILES SOUTH-SOUTHEAST OF WIGGINS ABOUT
 BH2540'0.8 MILES NORTH OF THE STONE HARRISON COUNTY LINE IN THE NORTHWEST
 BH2540'1/4 OF SECTION 23, T 4S, R 11W.  IT IS 128 FEET SOUTHWEST OF THE
 BH2540'CENTER OF A BLACK TOP ROAD, 127 FEET SOUTHEAST OF THE CENTER OF THE
 BH2540'ENTRANCE TO THE TOWER, 72 FEET NORTHEAST OF THE NORTHEAST LEG OF
 BH2540'THE TOWER, 64.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 BH2540'FENCE AROUND A WEATHER STATION, 56 FEET NORTHWEST OF THE WEST
 BH2540'CORNER OF A GREEN ASBESTOS SIDING HOUSE AND 61 FEET SOUTHWEST OF A
 BH2540'FLAG POLE.  A TRAVERSE CONNECTION WAS MADE TO AIREY FIRE TOWER
 BH2540'DISTANCE BEING 26.618 METERS OR 87.33 FEET SOUTHWEST OF THE STATION.
 BH2540'
 BH2540'IT IS A TRIANGULATION DISK, STAMPED AIREY 1943 FLUSH WITH THE GROUND.
 BH2540'
 BH2540'REFERENCE MARK NO 1 IS 141.21 FEET EAST-NORTHEAST OF THE STATION.  IT
 BH2540'IS 28 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 174 FEET
 BH2540'SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE TO THE TOWER, 16 FEET
 BH2540'EAST OF A TELEPHONE POLE, 119 FEET WEST-NORTHWEST OF A 12 INCH
 BH2540'CEDAR, 157 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 3.5 FEET
 BH2540'NORTHEAST OF A FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BH2540'IT IS A REFERENCE MARK DISK, STAMPED AIREY NO 1 1943 PROJECTING 6
 BH2540'INCHES.
 BH2540'
 BH2540'REFERENCE MARK NO 2 IS 100.68 FEET NORTH-NORTHWEST OF THE STATION.
 BH2540'IT IS 86 FEET WEST-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD,
 BH2540'24 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE TOWER,
 BH2540'27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 22
 BH2540'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL FENCE AROUND
 BH2540'A WEATHER STATION AND 82.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BH2540'A BUILDING WITH GAS PUMPS IN FRONT OF IT.  IT IS A REFERENCE MARK
 BH2540'DISK, STAMPED AIREY NO 2 1943 PROJECTING 4 INCHES.
 BH2540'
 BH2540'THE AZIMUTH MARK IS 0.45 MILES NORTH OF THE STATION.  IT IS 22 FEET
 BH2540'WEST OF THE CENTER OF A BLACK TOP ROAD, 3.5 FEET WEST OF THE EDGE
 BH2540'OF A 2 FEET BANK, 6 FEET SOUTHWEST OF THE CENTER OF A DRAIN DITCH
 BH2540'LEADING NORTHWEST AND 1 FOOT WEST OF A METAL WITNESS POST.
 BH2540'THE STATION IS NOT VISIBLE FROM THE AZIMUTH. IT IS AN AZIMUTH
 BH2540'MARK DISK STAMPED AIREY 1943 PROJECTING 4 INCHES.
 BH2540'
 BH2540'TO REACH THE STATION FROM THE OVERPASS 0.15 MILES NORTHEAST OF THE
 BH2540'POST OFFICE IN PERKINSTON GO SOUTH ON U.S. HIGHWAY 49 FOR 5 MILES
 BH2540'TO A CROSSROAD, 0.45 MILES BEYOND ANOTHER CROSSROAD.  TURN LEFT AND
 BH2540'GO EAST ON U.S. FOREST ROAD NO 401 FOR 4.25 MILES TO A CROSSROAD.
 BH2540'TURN RIGHT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.45 MILES TO THE
 BH2540'AZIMUTH ON THE RIGHT.  CONTINUE SOUTH ON A BLACK TOP ROAD FOR 0.5
 BH2540'MILES TO THE LOOKOUT TOWER AND THE STATION IS ON THE RIGHT.
 BH2540'
 BH2540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.7 MILES SOUTHEAST
 BH2540'OF PERKINSTON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2539 ***********************************************************************
 BH2539  DESIGNATION -  AIREY FIRE TOWER 1943
 BH2539  PID         -  BH2539
 BH2539  STATE/COUNTY-  MS/STONE
 BH2539  USGS QUAD   -  AIREY (1982)
 BH2539
 BH2539                         *CURRENT SURVEY CONTROL
 BH2539  ___________________________________________________________________
 BH2539* NAD 83(1993)-  30 41 20.76880(N)    089 03 52.86598(W)     ADJUSTED  
 BH2539* NAVD 88     -              **(meters)            **(feet)            
 BH2539  ___________________________________________________________________
 BH2539  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BH2539  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH2539  HORZ ORDER  -  THIRD
 BH2539
 BH2539.The horizontal coordinates were established by classical geodetic methods
 BH2539.and adjusted by the National Geodetic Survey in May 1994.
 BH2539
 BH2539
 BH2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2539
 BH2539.The geoid height was determined by GEOID03.
 BH2539
 BH2539;                    North         East     Units Scale Factor Converg.
 BH2539;SPC MS E     -   131,833.080   277,834.652   MT  0.99995606   -0 07 05.1
 BH2539;SPC MS E     -   432,522.36    911,529.19   sFT  0.99995606   -0 07 05.1
 BH2539;UTM  16      - 3,396,966.621   302,235.428   MT  1.00008249   -1 03 14.8
 BH2539
 BH2539                          SUPERSEDED SURVEY CONTROL
 BH2539
 BH2539  NAD 83(1986)-  30 41 20.78670(N)    089 03 52.86087(W) AD(       ) 4
 BH2539  NAD 27      -  30 41 20.09200(N)    089 03 52.70500(W) AD(       ) 3
 BH2539
 BH2539.Superseded values are not recommended for survey control.
 BH2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2539.See file dsdata.txt to determine how the superseded data were derived.
 BH2539
 BH2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0223596967(NAD 83)
 BH2539_MARKER: 57 = LOOKOUT TOWER
 BH2539
 BH2539  HISTORY     - Date     Condition        Report By
 BH2539  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2539  HISTORY     - 1958     GOOD             CGS
 BH2539  HISTORY     - 1972     GOOD             MSHD
 BH2539
 BH2539                          STATION DESCRIPTION
 BH2539
 BH2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2539'THE AIREY FIRE TOWER IS A FOUR-LEGGED STEEL STRUCTURE THAT IS 110
 BH2539'FEET HIGH WITH A GLASS-ENCLOSED CAB, 26.618 METERS (87.33 FEET)
 BH2539'SW OF TRIANGULATION STATION AIREY, 85.6 FEET W OF THE W END OF THE
 BH2539'DISPATCH OFFICE BUILDING, 28 FEET NW OF A TELEPHONE POLE.  THE POINT
 BH2539'OBSERVED WAS THE EXTREME TOP OF THE APEX OF THE ROOF OF
 BH2539'GLASS-ENCLOSED CAB.
 BH2539'
 BH2539'THIS IS A TRAVERSE STATION.
 BH2539'
 BH2539'TO REACH THE FIRE TOWER FROM THE RAILROAD STATION IN WIGGINS, GO S ON
 BH2539'U.S. HIGHWAY 49 FOR 10.7 MILES TO THE SOUTHERNMOST CROSSROADS IN THE
 BH2539'SMALL VILLAGE OF MCHENRY AND THE REDMOND SERVICE STATION ON THE LEFT,
 BH2539'TURN LEFT ON GRAVELED ROAD AND GO 4.2 MILES TO CROSSROADS, TURN
 BH2539'RIGHT AND GO 0.9 MILE TO THE AIREY FIRE TOWER ON THE RIGHT.
 BH2539
 BH2539                          STATION RECOVERY (1958)
 BH2539
 BH2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2539'THE STATION WAS VISITED 11-11-58 AND WAS FOUND IN GOOD CONDITION.
 BH2539
 BH2539                          STATION RECOVERY (1972)
 BH2539
 BH2539'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2539'THE STATION WAS VISITED 1-27-72 AND WAS FOUND IN GOOD CONDITION.
 BH2539'
 BH2539'THE STATION IS LOCATED 7.7 MILES SOUTHEAST OF PERKINSTON, 12.5 MILES
 BH2539'SOUTH-SOUTHEAST OF WIGGINS ABOUT 0.8 MILES NORTH OF THE
 BH2539'STONE-HARRISON COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION 23, T 4S,
 BH2539'R 11W ON PROPERTY OF THE NATION FOREST SERVICE. IT IS A GLASS
 BH2539'ENCLOSED CABIN ATOP A FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET
 BH2539'HIGH.  THE POINT OBSERVED WAS THE APEX OF THE ROOF OF THE CABIN.
 BH2539'
 BH2539'TO REACH THE STATION FROM THE OVERPASS 0.15 MILES NORTHEAST OF THE
 BH2539'OVERPASS IN PERKINSTON GO SOUTH ON U.S. HIGHWAY 49 FOR 5 MILES TO
 BH2539'A CROSSROAD.  TURN LEFT AND GO EAST ON U.S. FOREST ROAD NO 401 FOR
 BH2539'4.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A BLACK TOP
 BH2539'ROAD FOR 0.95 MILES TO THE TOWER ON THE RIGHT.
 BH2539'
 BH2539'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN- 7.7 MILES SOUTHEAST
 BH2539'OF PERKINSTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0853 ***********************************************************************
 BW0853  DESIGNATION -  AIRPORT
 BW0853  PID         -  BW0853
 BW0853  STATE/COUNTY-  MS/ADAMS
 BW0853  USGS QUAD   -  WASHINGTON (1976)
 BW0853
 BW0853                         *CURRENT SURVEY CONTROL
 BW0853  ___________________________________________________________________
 BW0853* NAD 83(1993)-  31 36 43.01624(N)    091 17 32.94469(W)     ADJUSTED  
 BW0853* NAVD 88     -        87.61   (+/-2cm)     287.4    (feet)  VERTCON   
 BW0853  ___________________________________________________________________
 BW0853  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BW0853  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0853  HORZ ORDER  -  FIRST
 BW0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0853
 BW0853.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW0853
 BW0853.The horizontal coordinates were established by classical geodetic methods
 BW0853.and adjusted by the National Geodetic Survey in May 1994.
 BW0853
 BW0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0853.The vertical order pertains to the NGVD 29 superseded value.
 BW0853
 BW0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0853
 BW0853.The geoid height was determined by GEOID03.
 BW0853
 BW0853;                    North         East     Units Scale Factor Converg.
 BW0853;SPC MS W     -   234,522.340   608,989.765   MT  1.00005212   -0 30 10.0
 BW0853;SPC MS W     -   769,428.71  1,997,993.92   sFT  1.00005212   -0 30 10.0
 BW0853;SPC LA N     -   123,925.800 1,114,569.341   MT  0.99992889   +0 38 18.3
 BW0853;SPC LA N     -   406,579.90  3,656,716.25   sFT  0.99992889   +0 38 18.3
 BW0853;UTM  15      - 3,498,689.779   661,970.406   MT  0.99992357   +0 53 42.8
 BW0853
 BW0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0853!SPC MS W     -   0.99999036  x   1.00005212  =   1.00004248
 BW0853!SPC LA N     -   0.99999036  x   0.99992889  =   0.99991925
 BW0853!UTM  15      -   0.99999036  x   0.99992357  =   0.99991393
 BW0853
 BW0853|---------------------------------------------------------------------|
 BW0853| PID    Reference Object                     Distance      Geod. Az  |
 BW0853|                                                           dddmmss.s |
 BW0853| BW0940 AIRPORT RM 4                         14.943 METERS 04345     |
 BW0853| BW0852 AIRPORT RM 1                         28.508 METERS 04531     |
 BW0853| BW2403 TRACE                               APPROX. 7.8 KM 0503047.4 |
 BW0853| BW2411 NATCHEZ ST MARYS CATH SPIRE         APPROX.11.9 KM 2401844.1 |
 BW0853| BW2413 NATCHEZ MUNICIPAL TANK              APPROX.11.5 KM 2412858.7 |
 BW0853| BW0851 AIRPORT RM 2                         24.349 METERS 29921     |
 BW0853| BW0855 AIRPORT AZ MK                                      3064447.3 |
 BW0853| BW0850 AIRPORT RM 3                         95.680 METERS 30645     |
 BW0853|---------------------------------------------------------------------|
 BW0853
 BW0853                          SUPERSEDED SURVEY CONTROL
 BW0853
 BW0853  NAD 83(1986)-  31 36 43.03077(N)    091 17 32.94046(W) AD(       ) 1
 BW0853  NAD 27      -  31 36 42.43400(N)    091 17 32.54200(W) AD(       ) 1
 BW0853  NGVD 29 (??/??/92)   87.613  (m)          287.44   (f) ADJ UNCH    2 0
 BW0853
 BW0853.Superseded values are not recommended for survey control.
 BW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0853.See file dsdata.txt to determine how the superseded data were derived.
 BW0853
 BW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6197098690(NAD 83)
 BW0853_MARKER: DS = TRIANGULATION STATION DISK
 BW0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0853_STAMPING: AIRPORT 1947
 BW0853_MARK LOGO: CGS   
 BW0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0853+STABILITY: SURFACE MOTION
 BW0853
 BW0853  HISTORY     - Date     Condition        Report By
 BW0853  HISTORY     - 1947     MONUMENTED       CGS
 BW0853  HISTORY     - 1956     GOOD             CGS
 BW0853  HISTORY     - 1960     GOOD             CGS
 BW0853  HISTORY     - 1965     GOOD             CGS
 BW0853  HISTORY     - 1969     GOOD             MSHD
 BW0853  HISTORY     - 1970     GOOD             NGS
 BW0853  HISTORY     - 1970     GOOD             NGS
 BW0853  HISTORY     - 1970     GOOD             NGS
 BW0853  HISTORY     - 1979     GOOD             NGS
 BW0853  HISTORY     - 1979     GOOD             NGS
 BW0853  HISTORY     - 1980     SEE DESCRIPTION  NGS
 BW0853  HISTORY     - 19800621 GOOD             NGS
 BW0853
 BW0853                          STATION DESCRIPTION
 BW0853
 BW0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0853'THE STATION IS AT THE NATCHEZ C.A.A. AIRPORT, ABOUT 7.5 MILES
 BW0853'NORTH OF NATCHEZ, AND ABOUT 2.5 MILES WEST OF WASHINGTON.  IT
 BW0853'IS 45 FEET EAST OF THE NORTHEAST CORNER OF A SMALL TOOL SHED,
 BW0853'AND 6.6 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 BW0853'4 INCHES AND THE DISK IS STAMPED AIRPORT 1947.
 BW0853'
 BW0853'REFERENCE MARK NO. 1 IS 93.53 FEET NORTHEAST OF THE STATION.
 BW0853'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AIRPORT
 BW0853'NO 1 1947.
 BW0853'
 BW0853'REFERENCE MARK NO. 2 IS 79.77 FEET NORTHWEST OF THE STATION.
 BW0853'AND 52 FEET NORTH OF THE NORTHWEST CORNER OF THE TOOL SHED.
 BW0853'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AIRPORT
 BW0853'NO 2 1947.
 BW0853'
 BW0853'THE AZIMUTH MARK IS 1.0 MILE NORTHWEST OF THE STATION, 3 FEET
 BW0853'NORTHEAST OF A WITNESS POST, AND 1 FOOT SOUTHWEST OF A WIRE
 BW0853'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BW0853'AIRPORT 1947.
 BW0853'
 BW0853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 BW0853'AND U.S. HIGHWAY 61 IN WASHINGTON, GO NORTHEAST ON THE LATTER
 BW0853'FOR 2 MILES TO A GRAVEL ROAD, JUST NORTH OF A CONCRETE BRIDGE.
 BW0853'TURN LEFT, FOLLOW THE MAIN GRAVEL ROAD FOR 0.5 MILE TO A ROAD
 BW0853'FORK, TAKE THE LEFT ROAD AND GO 1.35 MILES TO A GATE ON THE
 BW0853'LEFT AND SIGN C.A.A. AIRPORT.  TURN LEFT AND GO SOUTHWEST
 BW0853'FOR 0.2 MILE TO A TRIPPLE ROAD FORK, TAKE THE LEFT ROAD AND
 BW0853'PROCEED IN A SOUTHERLY DIRECTION FOR 0.15 MILE TO A SMALL
 BW0853'KNOLL SURMOUNTED BY A TOOL SHED AND THE STATION.
 BW0853'
 BW0853'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW0853
 BW0853                          STATION RECOVERY (1956)
 BW0853
 BW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW0853'THE STATION WAS VISITED 5-25-56 AND ALL MARKS WERE FOUND IN
 BW0853'GOOD CONDITION.  DUE TO THE CHANGES IN THE ROADS TO REACH THE
 BW0853'STATION A COMPLETE NEW DESCRIPTION FOLLOWS--
 BW0853'
 BW0853'THE STATION IS LOCATED 7.5 MILES NORTHEAST OF NATCHEZ, AT THE
 BW0853'NATCHEZ- ADAMS COUNTY AIRPORT, 0.2 MILE SOUTH OF THE ADMINSTRATION
 BW0853'BUILDING AND AIRPORT BEACON, ABOUT 50 YARDS EAST OF THE WEST
 BW0853'EDGE OF A FLAT TOPPED HILL, 45 FEET EAST OF THE NORTHEAST
 BW0853'CORNER OF A WOODEN SHED, 30 FEET NORTH OF A 10-INCH LOCUST
 BW0853'TREE AT THE EDGE OF THE BANK WHERE THE HILL SLOPES TO THE SOUTH,
 BW0853'17 FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 81 FEET
 BW0853'SOUTHEAST OF A 20-INCH LOCUST TREE.  IT IS A STANDARD DISK,
 BW0853'STAMPED AIRPORT 1947, PROJECTING 6 INCHES.
 BW0853'
 BW0853'REFERENCE MARK NO. 1 IS 93.53 FEET NORTHEAST OF THE STATION IN
 BW0853'A THICKET OF SMALL LOCUST TREES, 39 FEET NORTH OF THE CENTER
 BW0853'OF THE TRACK ROAD AND IN THE CENTER OF A TRIANGLE FORMED
 BW0853'BY THREE 6-INCH WOODEN POST SET IN THE GROUND AND PROJECTING
 BW0853'3 FEET.  IT IS A STANDARD DISK, STAMPED AIRPORT NO 1 1947,
 BW0853'PROJECTING 6 INCHES.
 BW0853'
 BW0853'REFERENCE MARK NO. 2 IS 79.77 FEET NORTHWEST OF THE STATION,
 BW0853'28 FEET NORTH OF THE CENTER OF A TRACK ROAD, 52 FEET NORTH OF
 BW0853'THE NORTHWEST CORNER OF THE WOODEN SHED AND 6 FEET EAST OF
 BW0853'THE 20-INCH LOCUST TREE, AND IN THE CENTER OF A TRIANGLE
 BW0853'FORMED BY THREE WOODEN POST SET IN THE GROUND PROJECTING 3
 BW0853'FEET.  IT IS A STANDARD DISK, STAMPED AIRPORT NO 2 1947,
 BW0853'PROJECTING 6 INCHES.
 BW0853'
 BW0853'THE AZIMUTH MARK IS 1.0 MILE NORTHWEST OF THE STATION, ON A
 BW0853'LOW HILL WHICH IS ABOUT 0.1 MILE NORTHWEST OF THE NORTHWEST
 BW0853'END OF THE NORTHWEST-SOUTHEAST RUNWAY, 15 FEET SOUTHWEST OF
 BW0853'THE PROJECTED CENTER LINE OF THE NORTHWEST-SOUTHEAST RUNWAY,
 BW0853'1 FOOT SOUTHEAST OF A FENCE LINE AND ABOUT 100 FEET SOUTHWEST
 BW0853'OF THE HIGHEST PART OF THE HILL.  IT IS A STANDARD DISK,
 BW0853'STAMPED AIRPORT 1947, PROJECTING 6 INCHES.
 BW0853'
 BW0853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61
 BW0853'AND 84 AT THE EAST EDGE OF WASHINGTON, GO NORTHEAST ON U.S.
 BW0853'HIGHWAY 61 FOR 2.3 MILES TO A JUNCTION WITH STATE HIGHWAY
 BW0853'554, TURN LEFT AND GO 1.35 MILE TO THE NATCHEZ- ADAMS COUNTY
 BW0853'AIRPORT, PASS THROUGH THE GATE TO THE LEFT OF THE ADMINSTRATION
 BW0853'BUILDING, TURN LEFT AND FOLLOW TAXIE STRIP SOUTH FOR 0.2 MILE
 BW0853'TO A TRACK ROAD LEADING EAST, LEFT, TURN LEFT AND FOLLOW
 BW0853'TRACK ROAD TO THE TOP OF THE HILL, 0.15 MILE, TO THE STATION
 BW0853'ON THE RIGHT.
 BW0853'
 BW0853'TO REACH THE AZIMUTH MARK FROM THE ADMINSTRATION BUILDING
 BW0853'AND AIRPORT BEACON, GO WEST ON TAXIE STRIP FOR 0.1 MILE TO
 BW0853'THE NORTH-SOUTH RUNWAY, CROSS RUNWAY AND CONTINUE WEST FOR
 BW0853'0.15 MILE TO A FORK IN THE TAXIE STRIP, TAKE RIGHT FORK AND
 BW0853'GO 0.5 MILE, CROSSING THE NORTHEAST-SOUTHWEST RUNWAY, TO A
 BW0853'TRACK ROAD LEADING NORTHWEST, THIS IS ABOUT 125 FEET NORTHEAST
 BW0853'OF THE NORTHWEST-SOUTHEAST RUNWAY, TURN RIGHT AND GO 0.1 MILE
 BW0853'TO THE TOP OF THE HILL AND THE AZIMUTH MARK ON THE LEFT IN
 BW0853'A FENCE LINE.
 BW0853
 BW0853                          STATION RECOVERY (1960)
 BW0853
 BW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 BW0853'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED
 BW0853'IN GOOD CONDITION AS DESCRIBED.  DISTANCES AND DIRECTIONS
 BW0853'WERE REMEASURED TO THE EXISTING REFERENCE MARKS.  FOR CONVENIENCE
 BW0853'IN INSTITUTING A LOCAL CONTROL SCHEME AT THE NEARBY AIRPORT
 BW0853'A THIRD REFERENCE MARK R.M. 3 WAS ESTABLISHED.  A DESCRIPTION
 BW0853'OF THE NEW MARK FOLLOWS--
 BW0853'
 BW0853'REFERENCE MARK NO. 3 IS LOCATED AT THE TOP OF THE SLOPE
 BW0853'IMMEDIATELY EAST OF THE EASTERLY AIRPORT TAXIWAY, ABOUT 250
 BW0853'FEET NORTHWEST OF A LOW TOOL SHED, 95 FEET NORTH OF THE CENTER
 BW0853'OF THE TRACK ROAD LEADING TO THE TOOL SHED, 34 FEET WEST
 BW0853'OF THE FENCE WEST OF A GROUP OF SAPLING LOCUST TREES.  THE
 BW0853'MARK IS A USC AND GS TOPOGRAPHIC STATION DISK STAMPED AIRPORT
 BW0853'1947 R.M. 3, SET IN THE CENTER OF A 8-INCH CONCRETE POST
 BW0853'PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 BW0853
 BW0853                          STATION RECOVERY (1965)
 BW0853
 BW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 BW0853'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 BW0853'CONDITION, BUT DUE TO CHANGES IN THE IMMEDIATE AREA NEW
 BW0853'MEASUREMENTS WERE TAKEN FOR THE STATION AND REFERENCE MARKS
 BW0853'1 AND 2 AS FOLLOWS.
 BW0853'
 BW0853'THE STATION IS 35 FT. S OF THE TRACK ROAD, 21.5 FT. SE OF THE
 BW0853'SE CORNER OF A WOODEN HAY SHED, 81 FT. SE OF A 20 INCH LOCUST
 BW0853'TREE, AND 32 FT. W OF A 12 INCH WILD CHERRY TREE.
 BW0853'
 BW0853'REFERENCE MARK NO. 1 IS 82 FT. NE OF THE NE CORNER OF THE
 BW0853'HAY SHED, 39 FT. N OF THE TRACK ROAD, 31 FT. W OF A WIRE
 BW0853'FENCE, AND 7.5 FT. S OF A SMALL CEDAR TREE.
 BW0853'
 BW0853'REFERENCE MARK NO. 2 IS 40 FT. W OF THE HAY SHED, 12 FT. S
 BW0853'OF THE TRACK ROAD, 7 FT. NE OF THE 20 INCH LOCUST TREE.
 BW0853'
 BW0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7
 BW0853'MILES NE OF NATCHEZ
 BW0853
 BW0853                          STATION RECOVERY (1969)
 BW0853
 BW0853'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0853'7.3 MI NE FROM NATCHEZ.
 BW0853'THE MARK IS LOCATED 7.3 MILES NORTHEAST OF NATCHEZ ON A HILL ABOUT 0.2
 BW0853'MILE SOUTH OF THE NATCHEZ-ADAMS COUNTY AIRPORT TERMINAL, ABOUT 500
 BW0853'FEET EAST OF A TAXI STRIP AND 3.6 MILES EAST OF THE COMMUNITY OF PINE
 BW0853'RIDGE.  IT IS 11 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 21 FEET
 BW0853'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED SHED, 32 FEET
 BW0853'WEST OF A 12 INCH CHERRY TREE, 46 FEET SOUTH OF A FENCE, 1 FOOT SOUTH
 BW0853'OF A METAL WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 BW0853'POST AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION
 BW0853'OF U.S. HIGHWAYS 84, 98 AND 61 IN WASHINGTON GO NORTHEAST ON U.S.
 BW0853'HIGHWAY 61 FOR 2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 554. TURN
 BW0853'LEFT (NORTHWEST) AND CONTINUE ON STATE HIGHWAY 554 FOR 1.2 MILES TO A
 BW0853'SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE AIRPORT
 BW0853'TERMINAL JUST BEYOND A CATTLE GUARD.  TO REACH THE MARK FROM THE WEST
 BW0853'SIDE OF THE TERMINAL GO SOUTH ON A TAXI STRIP FOR 0.2 MILE TO A TRACK
 BW0853'ROAD ON THE LEFT.  TURN LEFT AND CONTINUE EAST ON A TRACK ROAD UP A
 BW0853'HILL FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BW0853
 BW0853                          STATION RECOVERY (1970)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW0853'THE STATION WAS VISITED 3/12/70 AND THE STATION MARK, THE
 BW0853'AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 BW0853'CONDITION.  REFERENCE MARKS 1 AND 3 WERE FOUND DESTROYED.
 BW0853'THE DISK FROM REFERENCE MARK NO. 3 WAS RECLAIMED.  AT THIS
 BW0853'DATE DISTANCE AND ANGLE MEASUREMENTS WERE MADE TO A REFERENCE
 BW0853'MARK NO. 4 SET IN 1969 BY THE MISSISSIPPI HIGHWAY DEPARTMENT.
 BW0853'THE ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 BW0853'WAS FOUND TO BE 4 MINUTES SMALLER AND THE DISTANCE TO
 BW0853'REFERENCE MARK NO. 2 WAS FOUND TO BE 0.09 FEET LONGER THAN THE
 BW0853'1960 OBSERVATIONS.  A NEW DESCRIPTION FOLLOWS--
 BW0853'
 BW0853'THE STATION IS LOCATED 7.3 MILES NORTHEAST OF NATCHEZ, 3.6
 BW0853'MILES EAST OF THE COMMUNITY OF PINE RIDGE, 0.2 MILE SOUTH OF
 BW0853'THE TERMINAL BUILDING AT THE NATCHEZ-ADAMS COUNTY AIRPORT,
 BW0853'ABOUT 500 FEET EAST OF THE TAXI STRIP THAT PASSES JUST WEST
 BW0853'OF THE TERMINAL BUILDING AND ON THE TOP OF A LOW HILL AT THE
 BW0853'SITE OF THE SMALL DUMP USED BY THE AIRPORT.  IT IS 11 FEET
 BW0853'SOUTH OF THE CENTER OF A TRACK ROAD, 21 FEET SOUTH-SOUTHEAST
 BW0853'OF THE SOUTHEAST CORNER OF AN OLD HAY SHED, 32 FEET WEST
 BW0853'OF A 12 INCH CHERRY TREE, 46 FEET SOUTH OF A FENCE AND 1 FOOT
 BW0853'SOUTH OF A WITNESS POST.  IT IS A C AND GS TRIANGULATION
 BW0853'STATION DISK, STAMPED AIRPORT 1947, PROJECTING 2 INCHES.
 BW0853'
 BW0853'REFERENCE MARK NO. 2 IS 79.89 FEET NORTHWEST OF THE STATION.
 BW0853'IT IS 30 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 28 FEET
 BW0853'SOUTH OF A FENCE, 40 FEET WEST OF THE NORTHWEST CORNER OF THE
 BW0853'HAY SHED, 5.5 FEET EAST OF 12 INCH TREE IN A CLUMP OF SMALLER
 BW0853'TREES AND 1 FOOT EAST OF A WITNESS POST.  IT IS A C AND GS
 BW0853'REFERENCE MARK DISK, STAMPED AIRPORT NO 2 1947, PROJECTING
 BW0853'2 INCHES.
 BW0853'
 BW0853'REFERENCE MARK NO. 4 IS 49.03 FEET NORTH-NORTHEAST OF THE
 BW0853'STATION.  IT IS 29 FEET NORTH OF THE 12 INCH CHERRY TREE, 41
 BW0853'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HAY SHED,
 BW0853'12 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 1.5 FEET SOUTH
 BW0853'OF A FENCE AND 2 FEET WEST OF A WITNESS POST.  IT IS A C AND GS
 BW0853'REFERENCE MARK DISK, STAMPED AIRPORT 1947 NO 4 1969, PROJECTING
 BW0853'3 INCHES.
 BW0853'
 BW0853'THE AZIMUTH MARK IS ABOUT 1 MILE NORTHWEST OF THE STATION.
 BW0853'IT IS 190 YARDS NORTHWEST OF THE NORTHWEST END OF RUNWAY NO.
 BW0853'13, 48 FEET NORTHEAST OF THE PROJECTED LINE OF THE SOUTHWEST
 BW0853'EDGE OF THE RUNWAY PAVEMENT, 1 FOOT SOUTHEAST OF A FENCE AND
 BW0853'1 FOOT SOUTHWEST OF A WITNESS POST, SET ON THE SOUTHWEST
 BW0853'SLOPE OF A LOW HILL AT THE SOUTHEAST EDGE OF A WOODS AND ON
 BW0853'ABOUT THE PROJECTED CENTER LINE OF RUNWAY 13.  IT IS A C AND GS
 BW0853'AZIMUTH MARK DISK, STAMPED AIRPORT 1947, PROJECTING 2 INCHES.
 BW0853'
 BW0853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 98, 84
 BW0853'AND 61 IN WASHINGTON, GO NORTHEAST ON U.S. HIGHWAY 61 FOR
 BW0853'2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 554.  TURN LEFT
 BW0853'AND GO NORTHEAST ON STATE HIGHWAY 554 FOR 1.2 MILES TO A SIDE
 BW0853'ROAD RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO THE AIRPORT
 BW0853'TERMINAL BUILDING.  FROM THE WEST SIDE OF THE TERMINAL GO
 BW0853'SOUTH ON TAXI STRIP FOR 0.2 MILE TO A TRACK ROAD LEADING UP
 BW0853'CUT BANK ON THE LEFT.  TURN LEFT AND FOLLOW THIS TRACK ROAD
 BW0853'EASTERLY FOR 0.1 MILE TO AN OLD HAY SHED ON THE LEFT AND THE
 BW0853'STATION ON THE RIGHT AT THE EAST EDGE OF A SMALL DUMP.
 BW0853'
 BW0853'TO REACH THE AZIMUTH MARK FROM THE AIRPORT TERMINAL BUILDING,
 BW0853'GO WEST ON TAXIWAY FOR 0.1 MILE TO A RUNWAY, CONTINUE WEST
 BW0853'FOR 0.15 MILE TO A FORK IN THE RUNWAYS.  TAKE THE RIGHT FORK
 BW0853'AND GO NORTHWEST ON A RUNWAY FOR 0.5 MILE TO EXTREME WESTERLY
 BW0853'CORNER OF THE RUNWAY COMPLEX AND THE MARK TO THE NORTHWEST
 BW0853'ABOUT 190 YARDS.
 BW0853'
 BW0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.3 MILES
 BW0853'NORTHEAST OF NATCHEZ
 BW0853
 BW0853                          STATION RECOVERY (1970)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 BW0853'THE STATION, AZIMUTH MARK, REFERENCE MARK 2 AND REFERENCE MARK
 BW0853'4 (1969) WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 BW0853'1 AND 3 WERE SEARCHED FOR.
 BW0853'
 BW0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HARDY-ANDERS
 BW0853'AIRPORT.
 BW0853
 BW0853                          STATION RECOVERY (1970)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BW0853'RECOVERED IN GOOD CONDITION.
 BW0853
 BW0853                          STATION RECOVERY (1979)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 BW0853'THE STATION, REFERENCE MARK 2 AND REFERENCE MARK 4(1969) WERE
 BW0853'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 AND THE AZIMUTH MARK
 BW0853'WERE NOT SEARCHED FOR.  REFERENCE MARK 1 HAS BEEN DESTROYED.
 BW0853'
 BW0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NATCHEZ ADAMS
 BW0853'COUNTY AIRPORT.
 BW0853
 BW0853                          STATION RECOVERY (1979)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0853'RECOVERED IN GOOD CONDITION.
 BW0853
 BW0853                          STATION RECOVERY (1980)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BW0853'STATION AND REFERENCE MARKS NO. 2 AND NO.4 WERE RECOVERED IN GOOD
 BW0853'CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED.  THE STATION IS GOING TO
 BW0853'BE COMPLETELY DESTROYED BY CONSTRUCTION.  A NEW STATION AIRPORT 2
 BW0853'1980 AND REFERENCE MARKS NO. 5 AND NO. 6 WERE ESTABLISHED AT THIS
 BW0853'DATE.  SEE DESCRIPTION FOR AIRPORT 2 1980.
 BW0853
 BW0853                          STATION RECOVERY (1980)
 BW0853
 BW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BW0853'STATION AND REFERENCE MARKS NO 2 AND NO 4 WERE RECOVERED IN GOOD
 BW0853'CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED.  THE STATION IS GOING TO
 BW0853'BE COMPLETELY DESTROYED BY CONSTRUCTION.  A NEW STATION AIRPORT 2 1980
 BW0853'AND REFERENCE MARKS NO 5 AND NO 6 WERE ESTABLISHED AT THIS DATE.  SEE
 BW0853'DESCRIPTION FOR AIRPORT 2 1980.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0598 ***********************************************************************
 DJ0598  DESIGNATION -  AIRPORT
 DJ0598  PID         -  DJ0598
 DJ0598  STATE/COUNTY-  MS/LOWNDES
 DJ0598  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0598
 DJ0598                         *CURRENT SURVEY CONTROL
 DJ0598  ___________________________________________________________________
 DJ0598* NAD 83(1993)-  33 27 51.78046(N)    088 22 58.30263(W)     ADJUSTED  
 DJ0598* NAVD 88     -        56.334  (meters)     184.82   (feet)  ADJUSTED  
 DJ0598  ___________________________________________________________________
 DJ0598  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DJ0598  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0598  DYNAMIC HT  -          56.274 (meters)     184.63  (feet)  COMP
 DJ0598  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DJ0598
 DJ0598  HORZ ORDER  -  SECOND
 DJ0598  VERT ORDER  -  SECOND    CLASS 0
 DJ0598
 DJ0598.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ0598
 DJ0598.The horizontal coordinates were established by classical geodetic methods
 DJ0598.and adjusted by the National Geodetic Survey in May 1994.
 DJ0598
 DJ0598.The orthometric height was determined by differential leveling
 DJ0598.and adjusted in June 1991.
 DJ0598
 DJ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0598
 DJ0598.The geoid height was determined by GEOID03.
 DJ0598
 DJ0598.The dynamic height is computed by dividing the NAVD 88
 DJ0598.geopotential number by the normal gravity value computed on the
 DJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0598.degrees latitude (g = 980.6199 gals.).
 DJ0598
 DJ0598.The modeled gravity was interpolated from observed gravity values.
 DJ0598
 DJ0598;                    North         East     Units Scale Factor Converg.
 DJ0598;SPC MS E     -   439,631.679   341,874.168   MT  0.99997161   +0 14 54.2
 DJ0598;SPC MS E     - 1,442,358.27  1,121,632.17   sFT  0.99997161   +0 14 54.2
 DJ0598;SPC AL W     -   384,461.822   517,932.839   MT  1.00001634   -0 29 12.7
 DJ0598;UTM  16      - 3,703,625.683   371,494.853   MT  0.99980359   -0 45 45.5
 DJ0598
 DJ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0598!SPC MS E     -   0.99999561  x   0.99997161  =   0.99996722
 DJ0598!SPC AL W     -   0.99999561  x   1.00001634  =   1.00001195
 DJ0598!UTM  16      -   0.99999561  x   0.99980359  =   0.99979920
 DJ0598
 DJ0598|---------------------------------------------------------------------|
 DJ0598| PID    Reference Object                     Distance      Geod. Az  |
 DJ0598|                                                           dddmmss.s |
 DJ0598| DJ1863 AIRPORT BCN COLUMBUS MUN APT         12.138 METERS 03002     |
 DJ0598| CF9301 AIRPORT RM 2                         37.503 METERS 09012     |
 DJ0598| DJ1869 COLUMBUS APT UBS VHF CEN POLE        47.975 METERS 09159     |
 DJ0598| CF9300 AIRPORT AZ MK                                      2704633.6 |
 DJ0598| DJ1806 COLUMBUS RAD STA WCBI MAST 1        APPROX. 8.8 KM 3501859.6 |
 DJ0598| DJ1807 COLUMBUS RAD STA WCBI MAST 2        APPROX. 8.7 KM 3513855.5 |
 DJ0598| DJ1802 COLUMBUS RAD STA WCBI MAST 3        APPROX. 8.6 KM 3522332.7 |
 DJ0598| DJ1801 COLUMBUS RAD STA WCBI MAST 4        APPROX. 8.5 KM 3534539.7 |
 DJ0598|---------------------------------------------------------------------|
 DJ0598
 DJ0598                          SUPERSEDED SURVEY CONTROL
 DJ0598
 DJ0598  NAD 83(1993)-  33 27 51.78233(N)    088 22 58.30335(W) AD(       ) 2
 DJ0598  NAD 83(1986)-  33 27 51.78705(N)    088 22 58.30322(W) AD(       ) 2
 DJ0598  NAD 27      -  33 27 51.36000(N)    088 22 58.16100(W) AD(       ) 2
 DJ0598  NGVD 29 (??/??/92)   56.315  (m)          184.76   (f) ADJ UNCH    2 0
 DJ0598
 DJ0598.Superseded values are not recommended for survey control.
 DJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0598.See file dsdata.txt to determine how the superseded data were derived.
 DJ0598
 DJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7149503626(NAD 83)
 DJ0598_MARKER: DS = TRIANGULATION STATION DISK
 DJ0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0598_SP_SET: MONUMENT
 DJ0598_STAMPING: AIRPORT 1955
 DJ0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0598
 DJ0598  HISTORY     - Date     Condition        Report By
 DJ0598  HISTORY     - 1955     MONUMENTED       CGS
 DJ0598  HISTORY     - 1960     GOOD             CGS
 DJ0598  HISTORY     - 1960     GOOD             NGS
 DJ0598  HISTORY     - 1963     GOOD             MSHD
 DJ0598  HISTORY     - 1966     GOOD             CGS
 DJ0598  HISTORY     - 1970     GOOD             NGS
 DJ0598  HISTORY     - 19811001 GOOD             MSSU
 DJ0598  HISTORY     - 1983     GOOD             MSSU
 DJ0598  HISTORY     - 1988     GOOD             LOCSUR
 DJ0598  HISTORY     - 1988     GOOD             MSU
 DJ0598  HISTORY     - 20040426 GOOD             INDIV
 DJ0598
 DJ0598                          STATION DESCRIPTION
 DJ0598
 DJ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0598'STATION IS LOCATED NEAR THE AIRPORT BEACON OF THE COLUMBUS
 DJ0598'MUNICIPAL AIRPORT ABOUT 2-1/2 MILES SOUTHEAST OF COLUMBUS
 DJ0598'AND 0.3 MILE EAST OF STATE HIGHWAY 69.  IT IS 130 FEET WEST
 DJ0598'OF THE SOUTHWEST CORNER OF THE AIRPORT ADMINISTRATION BUILDING
 DJ0598'AND 33 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE BEACON
 DJ0598'TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED AIRPORT 1955.
 DJ0598'
 DJ0598'REFERENCE MARK NO. 1 IS AT THE CENTER OF THE BASE OF THE
 DJ0598'BEACON TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DJ0598'AIRPORT NO 1 1955.
 DJ0598'
 DJ0598'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST CORNER OF THE SIDEWALK
 DJ0598'AROUND THE ADMINISTRATION BUILDING, 10 FEET SOUTHWEST OF THE
 DJ0598'SOUTHWEST CORNER OF THE BUILDING.  THE DISK IS SET FLUSH IN A
 DJ0598'DRILLHOLE IN THE CONCRETE SIDEWALK AND IT IS STAMPED AIRPORT
 DJ0598'NO 2 1955.
 DJ0598'
 DJ0598'AZIMUTH MARK IS 84 FEET EAST OF THE CENTER OF HIGHWAY 69, 21 FEET
 DJ0598'NORTH OF THE CENTER OF THE PAVED ROAD LEADING TO THE AIRPORT,
 DJ0598'10 FEET EAST OF A FENCE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 DJ0598'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 DJ0598'AIRPORT 1955.
 DJ0598'
 DJ0598'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD
 DJ0598'FOR 0.3 MILE TO HIGHWAY 69 AND THE MARK ON THE RIGHT AS
 DJ0598'DESCRIBED.
 DJ0598'
 DJ0598'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ0598
 DJ0598                          STATION RECOVERY (1960)
 DJ0598
 DJ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ0598'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 DJ0598'IN GOOD CONDITION AS DESCRIBED BY E.L.J.  THE WITNESS POST
 DJ0598'AT THE AZIMUTH MARK NO LONGER REMAINS.
 DJ0598
 DJ0598                          STATION RECOVERY (1960)
 DJ0598
 DJ0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DJ0598'2.5 MI SE FROM COLUMBUS.
 DJ0598'2.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF HIGHWAY 69
 DJ0598'AND U.S. HIGHWAY 82 IN THE EAST PART OF COLUMBUS, 0.3 MILE EAST, AT
 DJ0598'THE COLUMBUS-LOWNDES COUNTY AIRPORT, IN A CIRCULAR GRASSY AREA NEAR
 DJ0598'THE ENTRANCE TO THE AIRPORT TERMINAL BUILDINGS, 130 FEET WEST OF THE
 DJ0598'SOUTHWEST CORNER OF THE MAIN PART OF THE TERMINAL BUILDING, AND 33
 DJ0598'FEET SOUTHWEST OF THE SOUTHWEST LEG OF A 50-FT. STEEL TOWER SUPPORTING
 DJ0598'THE AIRPORT BEACON.  A STANDARD TRIANGULATION STATION DISK SET IN THE
 DJ0598'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 DJ0598
 DJ0598                          STATION RECOVERY (1963)
 DJ0598
 DJ0598'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0598'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ0598'CONDITION.  THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0598'
 DJ0598'A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE AZIMUTH.
 DJ0598
 DJ0598                          STATION RECOVERY (1966)
 DJ0598
 DJ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 DJ0598'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 DJ0598'
 DJ0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED
 DJ0598'AT THE COLUMBUS-LOWNDES COUNTY AIRPORT.
 DJ0598
 DJ0598                          STATION RECOVERY (1970)
 DJ0598
 DJ0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BMR)
 DJ0598'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 DJ0598'
 DJ0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT THE
 DJ0598'COLUMBUS-LOWNDES COUNTY AIRPORT.
 DJ0598
 DJ0598                          STATION RECOVERY (1981)
 DJ0598
 DJ0598'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0598'RECOVERED IN GOOD CONDITION.
 DJ0598
 DJ0598                          STATION RECOVERY (1983)
 DJ0598
 DJ0598'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (MB)
 DJ0598'ALL MARKS FOUND IN GOOD CONDITION.
 DJ0598
 DJ0598                          STATION RECOVERY (1988)
 DJ0598
 DJ0598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (LH)
 DJ0598'RECOVERED IN GOOD CONDITION.
 DJ0598
 DJ0598                          STATION RECOVERY (1988)
 DJ0598
 DJ0598'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AB)
 DJ0598'RECOVERED IN GOOD CONDITION.
 DJ0598
 DJ0598                          STATION RECOVERY (2004)
 DJ0598
 DJ0598'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RMH)
 DJ0598'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0597 ***********************************************************************
 DJ0597  DESIGNATION -  AIRPORT AZ MK
 DJ0597  PID         -  DJ0597
 DJ0597  STATE/COUNTY-  MS/LOWNDES
 DJ0597  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0597
 DJ0597                         *CURRENT SURVEY CONTROL
 DJ0597  ___________________________________________________________________
 DJ0597* NAD 83(1986)-  33 27 51.     (N)    088 23 18.     (W)     SCALED    
 DJ0597* NAVD 88     -        56.009  (meters)     183.76   (feet)  ADJUSTED  
 DJ0597  ___________________________________________________________________
 DJ0597  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0597  DYNAMIC HT  -          55.949 (meters)     183.56  (feet)  COMP
 DJ0597  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DJ0597
 DJ0597  VERT ORDER  -  SECOND    CLASS 0
 DJ0597
 DJ0597.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ0597
 DJ0597.The horizontal coordinates were scaled from a topographic map and have
 DJ0597.an estimated accuracy of +/- 6 seconds.
 DJ0597
 DJ0597.The orthometric height was determined by differential leveling
 DJ0597.and adjusted in June 1991.
 DJ0597
 DJ0597.The geoid height was determined by GEOID03.
 DJ0597
 DJ0597.The dynamic height is computed by dividing the NAVD 88
 DJ0597.geopotential number by the normal gravity value computed on the
 DJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0597.degrees latitude (g = 980.6199 gals.).
 DJ0597
 DJ0597.The modeled gravity was interpolated from observed gravity values.
 DJ0597
 DJ0597;                    North         East    Units  Estimated Accuracy
 DJ0597;SPC MS E     -   439,610.      341,370.      MT  (+/- 180 meters Scaled)
 DJ0597
 DJ0597                          SUPERSEDED SURVEY CONTROL
 DJ0597
 DJ0597  NGVD 29 (??/??/92)   55.99   (m)          183.7    (f) COMPUTED    2 0
 DJ0597
 DJ0597.Superseded values are not recommended for survey control.
 DJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0597.See file dsdata.txt to determine how the superseded data were derived.
 DJ0597
 DJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC709036(NAD 83)
 DJ0597_MARKER: DZ = AZIMUTH MARK DISK
 DJ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0597_STAMPING: AIRPORT 1955
 DJ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0597+STABILITY: SURFACE MOTION
 DJ0597
 DJ0597  HISTORY     - Date     Condition        Report By
 DJ0597  HISTORY     - 1955     MONUMENTED       CGS
 DJ0597  HISTORY     - 1960     GOOD             NGS
 DJ0597
 DJ0597                          STATION DESCRIPTION
 DJ0597
 DJ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DJ0597'2.5 MI SE FROM COLUMBUS.
 DJ0597'2.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF HIGHWAY 69
 DJ0597'AND U.S. HIGHWAY 82 IN THE EAST PART OF COLUMBUS-LOWNDES COUNTY
 DJ0597'AIRPORT, 84 FEET EAST OF THE CENTERLINE OF HIGHWAY 69, 21 FEET NORTH
 DJ0597'OF THE CENTER OF THE AIRPORT ENTRANCE ROAD, AND 10 FEET EAST OF A
 DJ0597'FENCE.  A STANDARD TRIANGULATION-STATION AZIMUTH MARK SET IN THE TOP
 DJ0597'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1863 ***********************************************************************
 DJ1863  DESIGNATION -  AIRPORT BCN COLUMBUS MUN APT
 DJ1863  PID         -  DJ1863
 DJ1863  STATE/COUNTY-  MS/LOWNDES
 DJ1863  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1863
 DJ1863                         *CURRENT SURVEY CONTROL
 DJ1863  ___________________________________________________________________
 DJ1863* NAD 83(1993)-  33 27 52.12153(N)    088 22 58.06734(W)     ADJUSTED  
 DJ1863* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DJ1863  ___________________________________________________________________
 DJ1863  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DJ1863  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ1863  HORZ ORDER  -  THIRD
 DJ1863
 DJ1863.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ1863
 DJ1863.The horizontal coordinates were established by classical geodetic methods
 DJ1863.and adjusted by the National Geodetic Survey in May 1994.
 DJ1863
 DJ1863.The orthometric height was scaled from a topographic map.
 DJ1863
 DJ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1863
 DJ1863.The geoid height was determined by GEOID03.
 DJ1863
 DJ1863;                    North         East     Units Scale Factor Converg.
 DJ1863;SPC MS E     -   439,642.213   341,880.198   MT  0.99997162   +0 14 54.4
 DJ1863;SPC MS E     - 1,442,392.83  1,121,651.95   sFT  0.99997162   +0 14 54.4
 DJ1863;SPC AL W     -   384,472.279   517,939.004   MT  1.00001633   -0 29 12.5
 DJ1863;UTM  16      - 3,703,636.107   371,501.067   MT  0.99980357   -0 45 45.4
 DJ1863
 DJ1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1863!SPC MS E     -   0.99999566  x   0.99997162  =   0.99996728
 DJ1863!SPC AL W     -   0.99999566  x   1.00001633  =   1.00001199
 DJ1863!UTM  16      -   0.99999566  x   0.99980357  =   0.99979923
 DJ1863
 DJ1863                          SUPERSEDED SURVEY CONTROL
 DJ1863
 DJ1863  NAD 83(1993)-  33 27 52.12339(N)    088 22 58.06806(W) AD(       ) 4
 DJ1863  NAD 83(1986)-  33 27 52.12812(N)    088 22 58.06794(W) AD(       ) 4
 DJ1863  NAD 27      -  33 27 51.70100(N)    088 22 57.92600(W) AD(       ) 3
 DJ1863
 DJ1863.Superseded values are not recommended for survey control.
 DJ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1863.See file dsdata.txt to determine how the superseded data were derived.
 DJ1863
 DJ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7150103636(NAD 83)
 DJ1863_MARKER: 21 = AIRPORT BEACON
 DJ1863
 DJ1863  HISTORY     - Date     Condition        Report By
 DJ1863  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1863  HISTORY     - 1960     GOOD             CGS
 DJ1863  HISTORY     - 1963     GOOD             MSHD
 DJ1863  HISTORY     - 1966     GOOD             CGS
 DJ1863  HISTORY     - 1970     GOOD             NGS
 DJ1863
 DJ1863                          STATION DESCRIPTION
 DJ1863
 DJ1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1863'STATION IS THE CENTER OF THE BASE OF THE TOWER OF THE BEACON
 DJ1863'OF THE COLUMBUS MUNICIPAL AIRPORT LOCATED ABOUT 2-1/2 MILES
 DJ1863'SOUTHEAST OF COLUMBUS AND 0.3 MILE EAST OF STATE HIGHWAY 69.
 DJ1863'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 50 FEET HIGH,
 DJ1863'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND HAS
 DJ1863'A REVOLVING GREEN AND WHITE LIGHT AT THE TOP.
 DJ1863'
 DJ1863'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DJ1863'AIRPORT TO THE CENTER OF THE BASE OF THE TOWER WHICH IS MARKED
 DJ1863'WITH REFERENCE MARK NO. 1.  THE DISTANCE IS 39.81 FEET, 12.135
 DJ1863'METERS.
 DJ1863
 DJ1863                          STATION RECOVERY (1960)
 DJ1863
 DJ1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1863'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DJ1863'THE TRAVERSE DISTANCE FROM TRIANGULATION STATION AIRPORT WAS
 DJ1863'CHECKED AND IS CORRECT.
 DJ1863
 DJ1863                          STATION RECOVERY (1963)
 DJ1863
 DJ1863'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1863'THE STATION WAS VISITED 3/20/63 AND FOUND IN GOOD CONDITION.
 DJ1863'
 DJ1863'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ1863
 DJ1863                          STATION RECOVERY (1966)
 DJ1863
 DJ1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 DJ1863'THE STATION WAS FOUND AS DESCRIBED.
 DJ1863'
 DJ1863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- STATION IS
 DJ1863'LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF COLUMBUS.
 DJ1863
 DJ1863                          STATION RECOVERY (1970)
 DJ1863
 DJ1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BMR)
 DJ1863'THE STATION WAS FOUND AS DESCRIBED.
 DJ1863'
 DJ1863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS LOCATED
 DJ1863'ABOUT 2-1/2 MILES SOUTHEAST OF COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2770 ***********************************************************************
 EH2770  DESIGNATION -  AIRPORT BCN FLETCHER FLD
 EH2770  PID         -  EH2770
 EH2770  STATE/COUNTY-  MS/COAHOMA
 EH2770  USGS QUAD   -  COAHOMA (1964)
 EH2770
 EH2770                         *CURRENT SURVEY CONTROL
 EH2770  ___________________________________________________________________
 EH2770* NAD 83(1993)-  34 17 27.10071(N)    090 30 57.91012(W)     ADJUSTED  
 EH2770* NAVD 88     -              **(meters)            **(feet)            
 EH2770  ___________________________________________________________________
 EH2770  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2770  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH2770  HORZ ORDER  -  THIRD
 EH2770
 EH2770.This mark is at Fletcher Field Airport (CKM)
 EH2770
 EH2770.The horizontal coordinates were established by classical geodetic methods
 EH2770.and adjusted by the National Geodetic Survey in May 1994.
 EH2770
 EH2770
 EH2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2770
 EH2770.The geoid height was determined by GEOID03.
 EH2770
 EH2770;                    North         East     Units Scale Factor Converg.
 EH2770;SPC MS W     -   531,224.517   683,175.014   MT  0.99995349   -0 06 10.7
 EH2770;SPC MS W     - 1,742,859.10  2,241,383.36   sFT  0.99995349   -0 06 10.7
 EH2770;UTM  15      - 3,797,199.949   728,625.646   MT  1.00024435   +1 24 00.1
 EH2770
 EH2770                          SUPERSEDED SURVEY CONTROL
 EH2770
 EH2770  NAD 83(1986)-  34 17 27.11057(N)    090 30 57.90924(W) AD(       ) 4
 EH2770  NAD 27      -  34 17 26.72400(N)    090 30 57.55400(W) AD(       ) 3
 EH2770
 EH2770.Superseded values are not recommended for survey control.
 EH2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2770.See file dsdata.txt to determine how the superseded data were derived.
 EH2770
 EH2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2862697200(NAD 83)
 EH2770_MARKER: 21 = AIRPORT BEACON
 EH2770
 EH2770  HISTORY     - Date     Condition        Report By
 EH2770  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2770  HISTORY     - 1973     GOOD             MSHD
 EH2770
 EH2770                          STATION DESCRIPTION
 EH2770
 EH2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2770'THE STATION IS THE ROTATING BEACON LIGHT ATOP A SKELETON STEEL
 EH2770'TOWER 75 FEET HIGH.  IT IS APPROXIMATELY 7 MILES NORTH-NORTHEAST
 EH2770'OF THE CENTER OF CLARKSDALE AND 0.2 MILE WEST OF U. S. HIGHWAY
 EH2770'61, AT THE HANGAR ON FLETCHER FIELD.
 EH2770
 EH2770                          STATION RECOVERY (1973)
 EH2770
 EH2770'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2770'THE STATION WAS VISITED 1-10-73 AND WAS FOUND IN GOOD CONDITION.  THE
 EH2770'STATION IS LOCATED 7 MILES NE OF CLARKSDALE NEAR THE SW CORNER OF
 EH2770'THE FLETCHER FIELD AIRPORT JUST NORTH OF THE ARMY RESERVE CENTER IN
 EH2770'THE SW 1/4 OF SECTION 16, T 28N, R 3W.  IT IS A FOUR LEGGED
 EH2770'CROSS-SECTION STEEL TOWER WITH A SMALL PLATFORM ON THE TOP
 EH2770'PROTECTED BY A RAILING PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 EH2770'WHITE AND IS 75 FEET HIGH.  THE STATION IS A ROTATING BEACON
 EH2770'LIGHT AT THE TOP CENTER OF THE TOWER.
 EH2770'
 EH2770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2770'CLARKSDALE GO NE ON U.S. HIGHWAY 61 FOR 7 MILES TO A CROSSROAD.
 EH2770'CONTINUE NE ON U.S. HIGHWAY 61 FOR 0.75 MILE TO A SIDE ROAD LEFT.
 EH2770'TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.3 MILE TO THE
 EH2770'TOWER ON THE RIGHT.
 EH2770'
 EH2770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 EH2770'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1797 ***********************************************************************
 DK1797  DESIGNATION -  AIRPORT BCN GREENWOOD MUN APT
 DK1797  PID         -  DK1797
 DK1797  STATE/COUNTY-  MS/LEFLORE
 DK1797  USGS QUAD   -  SIDON (1982)
 DK1797
 DK1797                         *CURRENT SURVEY CONTROL
 DK1797  ___________________________________________________________________
 DK1797* NAD 83(1993)-  33 29 44.11859(N)    090 11 33.66064(W)     ADJUSTED  
 DK1797* NAVD 88     -              **(meters)            **(feet)            
 DK1797  ___________________________________________________________________
 DK1797  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DK1797  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK1797  HORZ ORDER  -  THIRD
 DK1797
 DK1797.The horizontal coordinates were established by classical geodetic methods
 DK1797.and adjusted by the National Geodetic Survey in May 1994.
 DK1797
 DK1797
 DK1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1797
 DK1797.The geoid height was determined by GEOID03.
 DK1797
 DK1797;                    North         East     Units Scale Factor Converg.
 DK1797;SPC MS W     -   443,010.633   713,069.554   MT  0.99995211   +0 04 39.4
 DK1797;SPC MS W     - 1,453,444.05  2,339,462.36   sFT  0.99995211   +0 04 39.4
 DK1797;UTM  15      - 3,709,758.025   760,812.977   MT  1.00043872   +1 33 00.6
 DK1797
 DK1797                          SUPERSEDED SURVEY CONTROL
 DK1797
 DK1797  NAD 83(1986)-  33 29 44.12969(N)    090 11 33.65752(W) AD(       ) 4
 DK1797  NAD 27      -  33 29 43.68700(N)    090 11 33.36600(W) AD(       ) 3
 DK1797
 DK1797.Superseded values are not recommended for survey control.
 DK1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1797.See file dsdata.txt to determine how the superseded data were derived.
 DK1797
 DK1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6081309758(NAD 83)
 DK1797_MARKER: 53 = ELEVATED TANK
 DK1797
 DK1797  HISTORY     - Date     Condition        Report By
 DK1797  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1797  HISTORY     - 1964     GOOD             CGS
 DK1797  HISTORY     - 1967     GOOD             MSHD
 DK1797
 DK1797                          STATION DESCRIPTION
 DK1797
 DK1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1797'THE STATION IS THE CENTER OF THE REVOLVING WHITE AND GREEN
 DK1797'LIGHT OF THE GREENWOOD MUNICIPAL AIRPORT BEACON, LOCATED
 DK1797'ABOUT 3 MILES SOUTH OF GREENWOOD AT THE MUNICIPAL AIRPORT.
 DK1797'THE NORTHEAST LEG IS 148 FEET SOUTHWEST OF THE SOUTHWEST
 DK1797'CORNER OF THE MAIN HANGAR BUILDING AND THE NORTHWEST LEG IS
 DK1797'20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME
 DK1797'BUILDING.
 DK1797'
 DK1797'THE BEACON IS SUPPORTED BY A FOUR LEGGED SELF SUPPORTING STEEL
 DK1797'TOWER AND IS 57 FEET ABOVE THE GROUND.
 DK1797
 DK1797                          STATION RECOVERY (1964)
 DK1797
 DK1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DK1797'THE STATION WAS RECOVERED AS DESCRIBED.
 DK1797
 DK1797                          STATION RECOVERY (1967)
 DK1797
 DK1797'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1797'THE STATION WAS VISITED 11-28-67 AND THE STATION WAS FOUND IN GOOD
 DK1797'CONDITION.
 DK1797'
 DK1797'THE STATION IS LOCATED 1.6 MILES SOUTHWEST OF THE APPROXIMATE CENTER
 DK1797'OF GREENWOOD ON THE GROUNDS OF THE MUNICIPAL AIRPORT AND IS IN THE
 DK1797'SOUTHEAST 1/4 OF SECTION 21, T 19N, R 1E.  IT IS A FOUR LEGGED SELF
 DK1797'SUPPORTING STEEL STRUCTURE WITH A REVOLVING WHITE AND GREEN LIGHT
 DK1797'ON THE TOP AND IS 57 FEET ABOVE THE GROUND.  THE NORTHEAST LEG IS
 DK1797'148 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN HANGAR
 DK1797'BUILDING.  THE CENTER OF THE REVOLVING LIGHT WAS THE POINT
 DK1797'OBSERVED.
 DK1797'
 DK1797'TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN
 DK1797'GREENWOOD GO NORTHEAST ON MARKET STREET FOR 0.15 MILE TO THE
 DK1797'INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTHEAST) AND CONTINUE
 DK1797'ON MAIN STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS.
 DK1797'CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 0.7 MILE TO A
 DK1797'CROSSROADS.  TURN RIGHT (NORTHWEST) AND CONTINUE ON A BLACKTOP
 DK1797'ROAD FOR 0.1 MILE TO A T INTERSECTION ON THE WEST SIDE OF THE
 DK1797'ILLINOIS CENTRAL RAILROAD TRACK AND THE ENTRANCE TO THE AIRPORT.
 DK1797'TAKE THE MOST SOUTHERN ENTRANCE AND CONTINUE NORTHWEST ON AN ALL
 DK1797'WEATHER ROAD FOR 0.1 MILE TO THE BEACON ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2586 ***********************************************************************
 BH2586  DESIGNATION -  AIRPORT BCN GULFPORT MUN APT
 BH2586  PID         -  BH2586
 BH2586  STATE/COUNTY-  MS/HARRISON
 BH2586  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2586
 BH2586                         *CURRENT SURVEY CONTROL
 BH2586  ___________________________________________________________________
 BH2586* NAD 83(1993)-  30 24 25.72477(N)    089 03 47.02486(W)     ADJUSTED  
 BH2586* NAVD 88     -              **(meters)            **(feet)            
 BH2586  ___________________________________________________________________
 BH2586  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BH2586  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2586  HORZ ORDER  -  THIRD
 BH2586
 BH2586.This mark is at Gulfport-Biloxi Rgnl Airport (GPT)
 BH2586
 BH2586.The horizontal coordinates were established by classical geodetic methods
 BH2586.and adjusted by the National Geodetic Survey in May 1994.
 BH2586
 BH2586
 BH2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2586
 BH2586.The geoid height was determined by GEOID03.
 BH2586
 BH2586;                    North         East     Units Scale Factor Converg.
 BH2586;SPC MS E     -   100,575.996   277,926.406   MT  0.99995601   -0 06 58.6
 BH2586;SPC MS E     -   329,973.08    911,830.22   sFT  0.99995601   -0 06 58.6
 BH2586;UTM  16      - 3,365,708.196   301,818.612   MT  1.00008455   -1 02 40.4
 BH2586
 BH2586                          SUPERSEDED SURVEY CONTROL
 BH2586
 BH2586  NAD 83(1986)-  30 24 25.74167(N)    089 03 47.01390(W) AD(       ) 4
 BH2586  NAD 27      -  30 24 25.02800(N)    089 03 46.88000(W) AD(       ) 3
 BH2586
 BH2586.Superseded values are not recommended for survey control.
 BH2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2586.See file dsdata.txt to determine how the superseded data were derived.
 BH2586
 BH2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0181965708(NAD 83)
 BH2586_MARKER: 21 = AIRPORT BEACON
 BH2586
 BH2586  HISTORY     - Date     Condition        Report By
 BH2586  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2586  HISTORY     - 1967     GOOD             CGS
 BH2586  HISTORY     - 1972     GOOD             MSHD
 BH2586  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BH2586  HISTORY     - 20071121 MARK NOT FOUND   MSSU
 BH2586
 BH2586                          STATION DESCRIPTION
 BH2586
 BH2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2586'THE STATION IS THE CENTER OF THE REVOLVING BEACON.  THE BEACON IS
 BH2586'SUPPORTED BY FOUR, STRUCTURAL STEEL LEGS, RED AND WHITE IN COLOR
 BH2586'AND 50 FEET IN HEIGHT.  IT IS ABOUT 125 FEET EAST-SOUTHEAST OF THE
 BH2586'ADMINISTRATION BUILDING ON THE GULFPORT MUNICIPAL AIRPORT.
 BH2586
 BH2586                          STATION RECOVERY (1967)
 BH2586
 BH2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2586'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 BH2586
 BH2586                          STATION RECOVERY (1972)
 BH2586
 BH2586'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2586'THE STATION WAS VISITED 5-11-72 AND THE STATION WAS FOUND IN GOOD
 BH2586'CONDITION.
 BH2586'
 BH2586'THE STATION IS LOCATED 3.4 MILES NORTHEAST OF GULFPORT ABOUT 200
 BH2586'FEET NORTH OF THE AIRPORT TERMINAL.  IT IS REVOLVING BEACON ATOP A
 BH2586'FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTION OF RED AND
 BH2586'WHITE AND IS ABOUT 50 FEET HIGH.  A 5X5 FOOT PLATFORM IS MOUNTED
 BH2586'JUST BELOW THE BEACON.
 BH2586'
 BH2586'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HANDSBORO GO
 BH2586'WEST ON PASS ROAD FOR 1.6 MILES TO THE INTERSECTION OF HEWES
 BH2586'AVENUE.  TURN RIGHT AND GO NORTH ON HEWES AVENUE FOR 1.5 MILES TO
 BH2586'THE INTERSECTION OF 47 STREET AND THE BEACON ON THE LEFT ABOUT 200
 BH2586'FEET WEST OF HEWES AVENUE.
 BH2586
 BH2586                          STATION RECOVERY (1987)
 BH2586
 BH2586'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2586'MARK NOT FOUND.
 BH2586
 BH2586                          STATION RECOVERY (2007)
 BH2586
 BH2586'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007
 BH2586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1587 ***********************************************************************
 EG1587  DESIGNATION -  AIRPORT BCN TUPELO AIRPORT
 EG1587  PID         -  EG1587
 EG1587  STATE/COUNTY-  MS/LEE
 EG1587  USGS QUAD   -  SHERMAN (1980)
 EG1587
 EG1587                         *CURRENT SURVEY CONTROL
 EG1587  ___________________________________________________________________
 EG1587* NAD 83(1993)-  34 15 40.04411(N)    088 45 59.01023(W)     ADJUSTED  
 EG1587* NAVD 88     -              **(meters)            **(feet)            
 EG1587  ___________________________________________________________________
 EG1587  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EG1587  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1587  HORZ ORDER  -  THIRD
 EG1587
 EG1587.This mark is at C D Lemons Municipal Airport (TUP)
 EG1587
 EG1587.The horizontal coordinates were established by classical geodetic methods
 EG1587.and adjusted by the National Geodetic Survey in May 1994.
 EG1587
 EG1587
 EG1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1587
 EG1587.The geoid height was determined by GEOID03.
 EG1587
 EG1587;                    North         East     Units Scale Factor Converg.
 EG1587;SPC MS E     -   527,912.840   306,165.090   MT  0.99995047   +0 02 15.7
 EG1587;SPC MS E     - 1,731,994.04  1,004,476.63   sFT  0.99995047   +0 02 15.7
 EG1587;UTM  16      - 3,792,521.003   337,368.871   MT  0.99992603   -0 59 40.7
 EG1587
 EG1587                          SUPERSEDED SURVEY CONTROL
 EG1587
 EG1587  NAD 83(1993)-  34 15 40.05461(N)    088 45 59.00887(W) AD(       ) 4
 EG1587  NAD 83(1986)-  34 15 40.05567(N)    088 45 59.00823(W) AD(       ) 4
 EG1587  NAD 27      -  34 15 39.67061(N)    088 45 58.81271(W) AD(       ) 3
 EG1587
 EG1587.Superseded values are not recommended for survey control.
 EG1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1587.See file dsdata.txt to determine how the superseded data were derived.
 EG1587
 EG1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3736992521(NAD 83)
 EG1587_MARKER: 21 = AIRPORT BEACON
 EG1587
 EG1587  HISTORY     - Date     Condition        Report By
 EG1587  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1587  HISTORY     - 19940630 GOOD             NGS
 EG1587
 EG1587                          STATION DESCRIPTION
 EG1587
 EG1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1587'THE STATION IS LOCATED ABOUT 3 MILES WEST OF TUPELO AND AT THE TUPELO
 EG1587'AIRPORT.
 EG1587'
 EG1587'THE BEACON IS A ROTATING BEACON, SUPPORTED BY A FOUR-LEGGED STEEL
 EG1587'TOWER THAT IS
 EG1587'PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 75 FEET
 EG1587'HIGH.
 EG1587
 EG1587                          STATION RECOVERY (1994)
 EG1587
 EG1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EG1587'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF TUPELO AND AT
 EG1587'THE TUPELO AIRPORT.  THE BEACON IS A STANDARD ROTATING WHITE AND GREEN
 EG1587'LIGHT MOUNTED ATOP A STEEL TOWER WITH FOUR LEGS.  THE TOWER IS PAINTED
 EG1587'IN ALTERNATE SECTIONS OF WHITE AND RED.  THE TOWER IS APPROXIMATELY 75
 EG1587'FEET (22.9 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2560 ***********************************************************************
 CP2560  DESIGNATION -  AIRPORT BCN YAZOO CITY MUN APT
 CP2560  PID         -  CP2560
 CP2560  STATE/COUNTY-  MS/YAZOO
 CP2560  USGS QUAD   -  YAZOO CITY (1988)
 CP2560
 CP2560                         *CURRENT SURVEY CONTROL
 CP2560  ___________________________________________________________________
 CP2560* NAD 83(1993)-  32 52 22.23312(N)    090 24 26.03647(W)     ADJUSTED  
 CP2560* NAVD 88     -              **(meters)            **(feet)            
 CP2560  ___________________________________________________________________
 CP2560  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CP2560  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP2560  HORZ ORDER  -  THIRD
 CP2560
 CP2560.The horizontal coordinates were established by classical geodetic methods
 CP2560.and adjusted by the National Geodetic Survey in May 1994.
 CP2560
 CP2560
 CP2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2560
 CP2560.The geoid height was determined by GEOID03.
 CP2560
 CP2560;                    North         East     Units Scale Factor Converg.
 CP2560;SPC MS W     -   373,940.304   693,084.355   MT  0.99995059   -0 02 24.4
 CP2560;SPC MS W     - 1,226,835.81  2,273,894.25   sFT  0.99995059   -0 02 24.4
 CP2560;UTM  15      - 3,640,170.831   742,586.656   MT  1.00032568   +1 24 28.7
 CP2560
 CP2560                          SUPERSEDED SURVEY CONTROL
 CP2560
 CP2560  NAD 83(1986)-  32 52 22.24738(N)    090 24 26.02813(W) AD(       ) 4
 CP2560  NAD 27      -  32 52 21.76700(N)    090 24 25.69900(W) AD(       ) 3
 CP2560
 CP2560.Superseded values are not recommended for survey control.
 CP2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2560.See file dsdata.txt to determine how the superseded data were derived.
 CP2560
 CP2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4258740171(NAD 83)
 CP2560_MARKER: 21 = AIRPORT BEACON
 CP2560
 CP2560  HISTORY     - Date     Condition        Report By
 CP2560  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2560  HISTORY     - 1960     GOOD             MSHD
 CP2560  HISTORY     - 1966     GOOD             MSHD
 CP2560  HISTORY     - 20050805 MARK NOT FOUND   GEOCAC
 CP2560
 CP2560                          STATION DESCRIPTION
 CP2560
 CP2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2560'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP THE
 CP2560'TOWER.  IT IS SUPPORTED BY A FOUR LEGGED SKELETON STEEL
 CP2560'FRAMEWORK, PAINTED ALTERNATELY YELLOW AND WHITE WITH AN
 CP2560'OVERALL HEIGHT OF 50 FEET.  IT IS ON THE EAST EDGE OF THE
 CP2560'AIRPORT AND IN THE NORTH EDGE OF TOWN.
 CP2560
 CP2560                          STATION RECOVERY (1960)
 CP2560
 CP2560'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2560'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 CP2560'IS ADEQUATE.
 CP2560
 CP2560                          STATION RECOVERY (1966)
 CP2560
 CP2560'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2560'THE STATION SITE WAS VISITED 4-14-66 AND WAS FOUND IN GOOD CONDITION.
 CP2560'
 CP2560'TO REACH THE STATION FROM THE COURTHOUSE IN YAZOO CITY GO EAST ON
 CP2560'HIGHWAY 49 WEST FOR 1.65 MILES TO THE JUNCTION OF HIGHWAY 49 EAST
 CP2560'AND HIGHWAY 16, TURN LEFT AND GO 1.7 MILES TO FIFTEENTH STREET ON
 CP2560'THE LEFT, TURN LEFT AND GO 0.6 MILES TO GORDON AVENUE ON THE
 CP2560'RIGHT, TURN RIGHT AND GO 0.4 MILES TO A SIDE STREET LEFT, TURN LEFT
 CP2560'AND GO 0.3 MILES TO WHERE THE STREET RUNS INTO A PARKING AREA
 CP2560'AND THE STATION ON THE LEFT.
 CP2560
 CP2560                          STATION RECOVERY (2005)
 CP2560
 CP2560'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP2560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2583 ***********************************************************************
 CP2583  DESIGNATION -  AIRPORT BEACON JACKSON MUN APT
 CP2583  PID         -  CP2583
 CP2583  STATE/COUNTY-  MS/RANKIN
 CP2583  USGS QUAD   -  JACKSON SE (1988)
 CP2583
 CP2583                         *CURRENT SURVEY CONTROL
 CP2583  ___________________________________________________________________
 CP2583* NAD 83(1993)-  32 18 36.26033(N)    090 04 31.96244(W)     ADJUSTED  
 CP2583* NAVD 88     -              **(meters)            **(feet)            
 CP2583  ___________________________________________________________________
 CP2583  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CP2583  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2583  HORZ ORDER  -  THIRD
 CP2583
 CP2583.The horizontal coordinates were established by classical geodetic methods
 CP2583.and adjusted by the National Geodetic Survey in May 1994.
 CP2583
 CP2583
 CP2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2583
 CP2583.The geoid height was determined by GEOID03.
 CP2583
 CP2583;                    North         East     Units Scale Factor Converg.
 CP2583;SPC MS W     -   311,560.543   724,275.706   MT  0.99995726   +0 08 16.0
 CP2583;SPC MS W     - 1,022,178.21  2,376,227.88   sFT  0.99995726   +0 08 16.0
 CP2583;UTM  15      - 3,578,563.693   775,348.368   MT  1.00053506   +1 33 50.8
 CP2583;UTM  16      - 3,578,962.349   210,420.167   MT  1.00063424   -1 38 42.1
 CP2583
 CP2583                          SUPERSEDED SURVEY CONTROL
 CP2583
 CP2583  NAD 83(1986)-  32 18 36.27439(N)    090 04 31.95787(W) AD(       ) 4
 CP2583  NAD 27      -  32 18 35.74800(N)    090 04 31.65100(W) AD(       ) 3
 CP2583
 CP2583.Superseded values are not recommended for survey control.
 CP2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2583.See file dsdata.txt to determine how the superseded data were derived.
 CP2583
 CP2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7534878564(NAD 83)
 CP2583_MARKER: 21 = AIRPORT BEACON
 CP2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2583+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 CP2583
 CP2583  HISTORY     - Date     Condition        Report By
 CP2583  HISTORY     - 1963     FIRST OBSERVED   CGS
 CP2583  HISTORY     - 1970     GOOD             NGS
 CP2583  HISTORY     - 19930630 GOOD             NGS
 CP2583  HISTORY     - 20040221 GOOD             USPSQD
 CP2583
 CP2583                          STATION DESCRIPTION
 CP2583
 CP2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2583'STATION IS LOCATED AT THE NEW MUNICIPAL AIRPORT 10 MILES EAST OF
 CP2583'JACKSON, MISSISSIPPI.  STATION IS LOCATED AT THE CENTER OF THE
 CP2583'OCTAGON SHAPED ROOF OF THE CONTROL TOWER, WHICH IS ABOUT 150 FT
 CP2583'TALL.
 CP2583
 CP2583                          STATION RECOVERY (1970)
 CP2583
 CP2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FBM)
 CP2583'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD 320902,
 CP2583'STATION 1104.
 CP2583'
 CP2583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CP2583'EAST OF JACKSON
 CP2583
 CP2583                          STATION RECOVERY (1993)
 CP2583
 CP2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JDH)
 CP2583'THE STATION IS LOCATED AT THE ALLEN C THOMPSON FIELD ATOP THE TERMINAL
 CP2583'BUILDING AND CONTROL TOWER.  THE STATION IS A STANDARD GREEN AND WHITE
 CP2583'ROTATING BEACON.  THE POINT OBSERVED UPON WAS THE SPINDLE DIRECTLY
 CP2583'BELOW THE BEACON.
 CP2583
 CP2583                          STATION RECOVERY (2004)
 CP2583
 CP2583'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1601 ***********************************************************************
 BV1601  DESIGNATION -  AIRPORT BEACON LAUREL MUN APT
 BV1601  PID         -  BV1601
 BV1601  STATE/COUNTY-  MS/JONES
 BV1601  USGS QUAD   -  LAUREL WEST (1982)
 BV1601
 BV1601                         *CURRENT SURVEY CONTROL
 BV1601  ___________________________________________________________________
 BV1601* NAD 83(1993)-  31 39 43.87932(N)    089 10 04.18066(W)     ADJUSTED  
 BV1601* NAVD 88     -              **(meters)            **(feet)            
 BV1601  ___________________________________________________________________
 BV1601  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BV1601  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BV1601  HORZ ORDER  -  THIRD
 BV1601
 BV1601.The horizontal coordinates were established by classical geodetic methods
 BV1601.and adjusted by the National Geodetic Survey in May 1994.
 BV1601
 BV1601
 BV1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1601
 BV1601.The geoid height was determined by GEOID03.
 BV1601
 BV1601;                    North         East     Units Scale Factor Converg.
 BV1601;SPC MS E     -   239,741.957   268,278.721   MT  0.99996241   -0 10 32.1
 BV1601;SPC MS E     -   786,553.40    880,177.77   sFT  0.99996241   -0 10 32.1
 BV1601;UTM  16      - 3,505,034.431   294,467.701   MT  1.00012103   -1 08 17.9
 BV1601
 BV1601                          SUPERSEDED SURVEY CONTROL
 BV1601
 BV1601  NAD 83(1986)-  31 39 43.89342(N)    089 10 04.18058(W) AD(       ) 4
 BV1601  NAD 27      -  31 39 43.30753(N)    089 10 03.97114(W) AD(       ) 3
 BV1601
 BV1601.Superseded values are not recommended for survey control.
 BV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1601.See file dsdata.txt to determine how the superseded data were derived.
 BV1601
 BV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA9446805034(NAD 83)
 BV1601_MARKER: 21 = AIRPORT BEACON
 BV1601
 BV1601  HISTORY     - Date     Condition        Report By
 BV1601  HISTORY     - 1965     FIRST OBSERVED   CGS
 BV1601  HISTORY     - 1978     GOOD             NGS
 BV1601  HISTORY     - 19810630 GOOD             NGS
 BV1601
 BV1601                          STATION DESCRIPTION
 BV1601
 BV1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (MHF)
 BV1601'THIS STATION IS LOCATED AT THE LAUREL MUNICIPAL AIRPORT, LAUREL,
 BV1601'MISSISSIPPI. IT IS THE AIRPORT BEACON AND IS LOCATED ON TOP OF A
 BV1601'LARGE WATER TANK EAST OF THE FIELD.
 BV1601
 BV1601                          STATION RECOVERY (1978)
 BV1601
 BV1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JWB)
 BV1601'RECOVERED AS DESCRIBED.
 BV1601'
 BV1601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1601'LOCATED AT HESLER-NOBLE FIELD IN LAUREL, MISSISSIPPI.
 BV1601
 BV1601                          STATION RECOVERY (1981)
 BV1601
 BV1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BV1601'LOCATED AT HESLER-NOBLE FIELD.  IT IS LOCATED ON TOP OF A LARGE WATER
 BV1601'TANK EAST OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0599 ***********************************************************************
 DJ0599  DESIGNATION -  AIRPORT RM 1
 DJ0599  PID         -  DJ0599
 DJ0599  STATE/COUNTY-  MS/LOWNDES
 DJ0599  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0599
 DJ0599                         *CURRENT SURVEY CONTROL
 DJ0599  ___________________________________________________________________
 DJ0599* NAD 83(1986)-  33 27 51.     (N)    088 22 58.     (W)     SCALED    
 DJ0599* NAVD 88     -        56.359  (meters)     184.90   (feet)  ADJUSTED  
 DJ0599  ___________________________________________________________________
 DJ0599  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0599  DYNAMIC HT  -          56.299 (meters)     184.71  (feet)  COMP
 DJ0599  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DJ0599
 DJ0599  VERT ORDER  -  SECOND    CLASS 0
 DJ0599
 DJ0599.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ0599
 DJ0599.The horizontal coordinates were scaled from a topographic map and have
 DJ0599.an estimated accuracy of +/- 6 seconds.
 DJ0599
 DJ0599.The orthometric height was determined by differential leveling
 DJ0599.and adjusted in June 1991.
 DJ0599
 DJ0599.The geoid height was determined by GEOID03.
 DJ0599
 DJ0599.The dynamic height is computed by dividing the NAVD 88
 DJ0599.geopotential number by the normal gravity value computed on the
 DJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0599.degrees latitude (g = 980.6199 gals.).
 DJ0599
 DJ0599.The modeled gravity was interpolated from observed gravity values.
 DJ0599
 DJ0599;                    North         East    Units  Estimated Accuracy
 DJ0599;SPC MS E     -   439,610.      341,880.      MT  (+/- 180 meters Scaled)
 DJ0599
 DJ0599                          SUPERSEDED SURVEY CONTROL
 DJ0599
 DJ0599  NGVD 29 (??/??/92)   56.341  (m)          184.85   (f) ADJ UNCH    2 0
 DJ0599
 DJ0599.Superseded values are not recommended for survey control.
 DJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0599.See file dsdata.txt to determine how the superseded data were derived.
 DJ0599
 DJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC715036(NAD 83)
 DJ0599_MARKER: DR = REFERENCE MARK DISK
 DJ0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0599_SP_SET: MONUMENT
 DJ0599_STAMPING: AIRPORT 1 1955
 DJ0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0599
 DJ0599  HISTORY     - Date     Condition        Report By
 DJ0599  HISTORY     - 1955     MONUMENTED       CGS
 DJ0599  HISTORY     - 1960     GOOD             NGS
 DJ0599  HISTORY     - 19811001 GOOD             MSSU
 DJ0599  HISTORY     - 1988     GOOD             MSU
 DJ0599
 DJ0599                          STATION DESCRIPTION
 DJ0599
 DJ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DJ0599'2.5 MI SE FROM COLUMBUS.
 DJ0599'2.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF HIGHWAY 69
 DJ0599'AND U.S. HIGHWAY 82 IN THE EAST PART OF COLUMBUS, 0.3 MILE EAST, AT
 DJ0599'THE COLUMBUS-LONDES COUNTY AIRPORT, IN A CIRCULAR GRASSY AREA NEAR THE
 DJ0599'ENTRANCE TO THE AIRPORT TERMINAL BUILDING, 112 FEET NORTHWEST OF THE
 DJ0599'SOUTHWEST CORNER OF THE MAIN PART OF THE TERMINAL BUILDING, AT THE
 DJ0599'CENTER OF THE BASE OF A 50- FT. STEEL TOWER SUPPORTING THE AIRPORT
 DJ0599'BEACON.  A STANDARD TRIANGULATION-STATION REFERENCE MARK DISK SET IN
 DJ0599'THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 DJ0599
 DJ0599                          STATION RECOVERY (1981)
 DJ0599
 DJ0599'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0599'RECOVERED IN GOOD CONDITION.
 DJ0599
 DJ0599                          STATION RECOVERY (1988)
 DJ0599
 DJ0599'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AB)
 DJ0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0851 ***********************************************************************
 BW0851  DESIGNATION -  AIRPORT RM 2
 BW0851  PID         -  BW0851
 BW0851  STATE/COUNTY-  MS/ADAMS
 BW0851  USGS QUAD   -  WASHINGTON (1976)
 BW0851
 BW0851                         *CURRENT SURVEY CONTROL
 BW0851  ___________________________________________________________________
 BW0851* NAD 83(1986)-  31 36 43.     (N)    091 17 32.     (W)     SCALED    
 BW0851* NAVD 88     -        87.21   (+/-2cm)     286.1    (feet)  VERTCON   
 BW0851  ___________________________________________________________________
 BW0851  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0851
 BW0851.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW0851
 BW0851.The horizontal coordinates were scaled from a topographic map and have
 BW0851.an estimated accuracy of +/- 6 seconds.
 BW0851
 BW0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0851.The vertical order pertains to the NGVD 29 superseded value.
 BW0851
 BW0851.The geoid height was determined by GEOID03.
 BW0851
 BW0851;                    North         East    Units  Estimated Accuracy
 BW0851;SPC MS W     -   234,520.      609,020.      MT  (+/- 180 meters Scaled)
 BW0851
 BW0851                          SUPERSEDED SURVEY CONTROL
 BW0851
 BW0851  NGVD 29 (??/??/92)   87.217  (m)          286.14   (f) ADJ UNCH    2 0
 BW0851
 BW0851.Superseded values are not recommended for survey control.
 BW0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0851.See file dsdata.txt to determine how the superseded data were derived.
 BW0851
 BW0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ619986(NAD 83)
 BW0851_MARKER: DR = REFERENCE MARK DISK
 BW0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0851_STAMPING: AIRPORT NO 2 1947
 BW0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0851+STABILITY: SURFACE MOTION
 BW0851
 BW0851  HISTORY     - Date     Condition        Report By
 BW0851  HISTORY     - 1947     MONUMENTED       CGS
 BW0851  HISTORY     - 1969     GOOD             MSHD
 BW0851  HISTORY     - 1978     GOOD             NGS
 BW0851  HISTORY     - 1979     GOOD             NGS
 BW0851
 BW0851                          STATION DESCRIPTION
 BW0851
 BW0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0851'7.3 MI NE FROM NATCHEZ.
 BW0851'THE MARK IS LOCATED 7.3 MILES NORTHEAST OF NATCHEZ ON A HILL ABOUT 0.2
 BW0851'MILE SOUTH OF THE NATCHEZ-ADAMS COUNTY AIRPORT TERMINAL ABOUT 400 FEET
 BW0851'EAST OF A TAXI STRIP AND 3.6 MILES EAST OF THE COMMUNITY OF PINE
 BW0851'RIDGE.  IT IS 79.77 FEET NORTHWEST OF THE STATION, 30 FEET NORTH OF
 BW0851'THE CENTER OF A TRACK ROAD, 28 FEET SOUTH OF A FENCE, 40 FEET WEST OF
 BW0851'THE NORTHWEST CORNER OF AN ABANDONED SHED, 5.5 FEET EAST OF A SEASONAL
 BW0851'TREE, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF AN 11
 BW0851'INCH SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND. NOTE-- TO
 BW0851'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 98, 84 AND 61 IN WASHINGTON
 BW0851'GO NORTHEAST ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE JUNCTION OF STATE
 BW0851'HIGHWAY 554.  TURN LEFT (NORTHWEST) AND CONTINUE ON STATE HIGHWAY 554
 BW0851'FOR 1.2 MILES TO A SIDE ROAD ROGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15
 BW0851'MILE TO THE AIRPORT TERMINAL JUST BEYOND A CATTLE GUARD. TO REACH THE
 BW0851'MARK FROM THE WEST SIDE OF THE TERMINAL GO SOUTH ON A TAXI STRIP FOR
 BW0851'0.2 MILE TO A TRACK ROAD ON THE LEFT. TURN LEFT AND CONTINUE EAST UP A
 BW0851'HILL FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BW0851
 BW0851                          STATION RECOVERY (1978)
 BW0851
 BW0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BW0851'RECOVERED IN GOOD CONDITION.
 BW0851
 BW0851                          STATION RECOVERY (1979)
 BW0851
 BW0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BW0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0850 ***********************************************************************
 BW0850  DESIGNATION -  AIRPORT RM 3
 BW0850  PID         -  BW0850
 BW0850  STATE/COUNTY-  MS/ADAMS
 BW0850  USGS QUAD   -  WASHINGTON (1976)
 BW0850
 BW0850                         *CURRENT SURVEY CONTROL
 BW0850  ___________________________________________________________________
 BW0850* NAD 83(1993)-  31 36 44.87475(N)    091 17 35.85344(W)     ADJUSTED  
 BW0850* NAVD 88     -        87.50   (+/-2cm)     287.1    (feet)  VERTCON   
 BW0850  ___________________________________________________________________
 BW0850  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BW0850  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0850  HORZ ORDER  -  THIRD
 BW0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0850
 BW0850.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW0850
 BW0850.The horizontal coordinates were established by classical geodetic methods
 BW0850.and adjusted by the National Geodetic Survey in May 1994.
 BW0850
 BW0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0850.The vertical order pertains to the NGVD 29 superseded value.
 BW0850
 BW0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0850
 BW0850.The geoid height was determined by GEOID03.
 BW0850
 BW0850;                    North         East     Units Scale Factor Converg.
 BW0850;SPC MS W     -   234,580.256   608,913.598   MT  1.00005229   -0 30 11.6
 BW0850;SPC MS W     -   769,618.72  1,997,744.03   sFT  1.00005229   -0 30 11.6
 BW0850;SPC LA N     -   123,982.180 1,114,492.045   MT  0.99992885   +0 38 16.8
 BW0850;SPC LA N     -   406,764.87  3,656,462.65   sFT  0.99992885   +0 38 16.8
 BW0850;UTM  15      - 3,498,745.812   661,892.859   MT  0.99992326   +0 53 41.3
 BW0850
 BW0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0850!SPC MS W     -   0.99999037  x   1.00005229  =   1.00004266
 BW0850!SPC LA N     -   0.99999037  x   0.99992885  =   0.99991923
 BW0850!UTM  15      -   0.99999037  x   0.99992326  =   0.99991364
 BW0850
 BW0850|---------------------------------------------------------------------|
 BW0850| PID    Reference Object                     Distance      Geod. Az  |
 BW0850|                                                           dddmmss.s |
 BW0850| BW0853 AIRPORT                              95.680 METERS 12645     |
 BW0850| BW0849 HEZ AP STA B                        266.912 METERS 22745     |
 BW0850| BW0855 AIRPORT AZ MK                                      3064440.0 |
 BW0850| BW2406 HEZ AP STA A                        APPROX. 0.7 KM 3453139.2 |
 BW0850|---------------------------------------------------------------------|
 BW0850
 BW0850                          SUPERSEDED SURVEY CONTROL
 BW0850
 BW0850  NAD 83(1986)-  31 36 44.88927(N)    091 17 35.84920(W) AD(       ) 3
 BW0850  NAD 27      -  31 36 44.29300(N)    091 17 35.45100(W) AD(       ) 3
 BW0850  NGVD 29 (??/??/92)   87.509  (m)          287.10   (f) ADJ UNCH    2 0
 BW0850
 BW0850.Superseded values are not recommended for survey control.
 BW0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0850.See file dsdata.txt to determine how the superseded data were derived.
 BW0850
 BW0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6189398746(NAD 83)
 BW0850_MARKER: DT = TOPOGRAPHIC STATION DISK
 BW0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0850_STAMPING: AIRPORT 1947 R.M. 3
 BW0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0850+STABILITY: SURFACE MOTION
 BW0850
 BW0850  HISTORY     - Date     Condition        Report By
 BW0850  HISTORY     - 1960     MONUMENTED       CGS
 BW0850  HISTORY     - 1960     GOOD             NGS
 BW0850
 BW0850                          STATION DESCRIPTION
 BW0850
 BW0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BW0850'THE STATION IS AT THE NATCHEZ C.A.A. AIRPORT, ABOUT 7.5 MILES
 BW0850'NORTH OF NATCHEZ, AND ABOUT 2.5 MILES WEST OF WASHINGTON.
 BW0850'
 BW0850'REFERENCE MARK NO. 3 IS LOCATED AT THE TOP OF THE SLOPE
 BW0850'IMMEDIATELY EAST OF THE EASTERLY AIRPORT TAXIWAY, ABOUT 250
 BW0850'FEET NORTHWEST OF A LOW TOOL SHED, 95 FEET NORTH OF THE CENTER
 BW0850'OF THE TRACK ROAD LEADING TO THE TOOL SHED, 34 FEET WEST
 BW0850'OF THE FENCE WEST OF A GROUP OF SAPLING LOCUST TREES.  THE
 BW0850'MARK IS A USC AND GS TOPOGRAPHIC STATION DISK STAMPED AIRPORT
 BW0850'1947 R.M. 3, SET IN THE CENTER OF A 8-INCH CONCRETE POST
 BW0850'PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 BW0850
 BW0850                          STATION RECOVERY (1960)
 BW0850
 BW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BW0850'7.5 MI NE FROM NATCHEZ.
 BW0850'REFERENCE MARK NUMBER 3 IS LOCATED AT THE TOP OF THE SLOPE IMMEDIATELY
 BW0850'EAST OF THE EASTERLY AIRPORT TAXIWAY-- ABOUT 250 FEET NORTHWEST OF A
 BW0850'LOW TOOL SHED.  95 FEET NORTH OF THE CENTER OF THE TRACK ROAD LEADING
 BW0850'TO THE TOOL SHED.  34 FEET WEST OF THE FENCE WEST OF A GROUP OF
 BW0850'SAPLING LOCUST TREES.  THE MARK IS A COAST AND GEODETIC SURVEY
 BW0850'TOPOGRAPHIC STATION DISK, STAMPED AIRPOET 1947 RM 3, AND SET IN THE
 BW0850'CENTER OF AN 8-INCH SQUARE POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0940 ***********************************************************************
 BW0940  DESIGNATION -  AIRPORT RM 4
 BW0940  PID         -  BW0940
 BW0940  STATE/COUNTY-  MS/ADAMS
 BW0940  USGS QUAD   -  WASHINGTON (1976)
 BW0940
 BW0940                         *CURRENT SURVEY CONTROL
 BW0940  ___________________________________________________________________
 BW0940* NAD 83(1986)-  31 36 43.     (N)    091 17 32.     (W)     SCALED    
 BW0940* NAVD 88     -        87.49   (+/-2cm)     287.0    (feet)  VERTCON   
 BW0940  ___________________________________________________________________
 BW0940  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0940
 BW0940.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW0940
 BW0940.The horizontal coordinates were scaled from a topographic map and have
 BW0940.an estimated accuracy of +/- 6 seconds.
 BW0940
 BW0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0940.The vertical order pertains to the NGVD 29 superseded value.
 BW0940
 BW0940.The geoid height was determined by GEOID03.
 BW0940
 BW0940;                    North         East    Units  Estimated Accuracy
 BW0940;SPC MS W     -   234,520.      609,020.      MT  (+/- 180 meters Scaled)
 BW0940
 BW0940                          SUPERSEDED SURVEY CONTROL
 BW0940
 BW0940  NGVD 29 (??/??/92)   87.498  (m)          287.07   (f) ADJ UNCH    2 0
 BW0940
 BW0940.Superseded values are not recommended for survey control.
 BW0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0940.See file dsdata.txt to determine how the superseded data were derived.
 BW0940
 BW0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ619986(NAD 83)
 BW0940_MARKER: DR = REFERENCE MARK DISK
 BW0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0940_STAMPING: AIRPORT 1947 NO 4 1969
 BW0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0940+STABILITY: SURFACE MOTION
 BW0940
 BW0940  HISTORY     - Date     Condition        Report By
 BW0940  HISTORY     - 1969     MONUMENTED       CGS
 BW0940
 BW0940                          STATION DESCRIPTION
 BW0940
 BW0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0940'7.3 MI NE FROM NATCHEZ.
 BW0940'THE MARK IS LOCATED 7.3 MILES NORTHEAST OF NATCHEZ ON A HILL ABOUT 0.2
 BW0940'MILE SOUTH OF THE NATCHEZ-ADAMS COUNTY AIRPORT TERMINAL ABOUT 500 FEET
 BW0940'EAST OF A TAXI STRIP AND 3.6 MILES EAST OF THE COMMUNITY OF PINE
 BW0940'RIDGE.  IT IS 49.03 FEET NORTH NORTHEAST OF THE STATION, 12 FEET NORTH
 BW0940'OF THE CENTER OF A TRACK ROAD, 29 FEET NORTH OF A 12 INCH CHERRY, 41
 BW0940'FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF AN OLD SHED, 1.5 FEET
 BW0940'SOUTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP
 BW0940'OF A 12 INCH ROUND CONCRETE POST AND PROJECTS 3 INCHES. NOTE-- TO
 BW0940'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 98, 84 AND 61 IN WASHINGTON
 BW0940'GO NORTHEAST ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE JUNCTION OF STATE
 BW0940'HIGHWAY 554.  TURN LEFT (NORTHWEST) AND CONTINUE ON STATE HIGHWAY 554
 BW0940'FOR 1.2 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON A
 BW0940'PAVED ROAD FOR 0.15 MILE TO THE AIRPORT TERMINAL JUST BEYOUND A CATTLE
 BW0940'GUARD.  TO REACH THE STATION FROM THE WEST SIDE OF THE TERMINAL GO
 BW0940'SOUTH ON A TAXI STRIP FOR 0.2 MILE TO A TRACK ROAD ON THE LEFT. TURN
 BW0940'LEFT (EAST) AND CONTINUE ON A TRACK ROAD FOR 0.1 MILE TO AN ABANDONED
 BW0940'SHED AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0244 ***********************************************************************
 BW0244  DESIGNATION -  AIRPORT TBM
 BW0244  PID         -  BW0244
 BW0244  STATE/COUNTY-  MS/PIKE
 BW0244  USGS QUAD   -  MC COMB NORTH (1972)
 BW0244
 BW0244                         *CURRENT SURVEY CONTROL
 BW0244  ___________________________________________________________________
 BW0244* NAD 83(1986)-  31 15 02.     (N)    090 28 04.     (W)     SCALED    
 BW0244* NAVD 88     -       139.83   (+/-2cm)     458.8    (feet)  VERTCON   
 BW0244  ___________________________________________________________________
 BW0244  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BW0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0244
 BW0244.The horizontal coordinates were scaled from a topographic map and have
 BW0244.an estimated accuracy of +/- 6 seconds.
 BW0244
 BW0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0244.The vertical order pertains to the NGVD 29 superseded value.
 BW0244
 BW0244.The geoid height was determined by GEOID03.
 BW0244
 BW0244;                    North         East    Units  Estimated Accuracy
 BW0244;SPC MS W     -   194,060.      687,190.      MT  (+/- 180 meters Scaled)
 BW0244
 BW0244                          SUPERSEDED SURVEY CONTROL
 BW0244
 BW0244  NGVD 29 (??/??/??)  139.869  (m)          458.89   (f) ADJUSTED    1 2
 BW0244
 BW0244.Superseded values are not recommended for survey control.
 BW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0244.See file dsdata.txt to determine how the superseded data were derived.
 BW0244
 BW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ411601(NAD 83)
 BW0244_MARKER: Q = CHISELED SQUARE
 BW0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0244_SP_SET: APRON
 BW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0244
 BW0244  HISTORY     - Date     Condition        Report By
 BW0244  HISTORY     - UNK      MONUMENTED       USWB
 BW0244  HISTORY     - 1969     GOOD             MSHD
 BW0244
 BW0244                          STATION DESCRIPTION
 BW0244
 BW0244'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0244'1.55 MI NW FROM MCCOMB.
 BW0244'THE MARK IS LOCATED ABOUT 0.1 MILE NORTH ALONG THE ILLINOIS CENTRAL
 BW0244'RAILROAD FROM THE STATION AT MCCOMB, THENCE 0.15 MILE WEST ALONG STATE
 BW0244'STREET, THENCE 0.1 MILE SOUTH ALONG U.S. HIGHWAY 51, THENCE 0.95 MILE
 BW0244'WEST ALONG DELAWARE STREET, THENCE 0.25 MILE NORTH ALONG A PAVED ROAD,
 BW0244'AT THE MCCOMB-PIKE COUNTY AIRPORT, A CHISELED CROSS ON THE TOP OF THE
 BW0244'NORTHEAST CORNER OF THE CONCRETE APRON IN FRONT OF THE CENTER ONE OF
 BW0244'THE THREE MOST SOUTHERLY HANGARS, 19 FEET NORTHEAST OF THE NORTHEAST
 BW0244'CORNER OF THE HANGAR, 300 FEET SOUTH OF THE F.A.A. OFFICE BUILDING,
 BW0244'AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1214 ***********************************************************************
 CO1214  DESIGNATION -  AIRWAY BEACON NO 51
 CO1214  PID         -  CO1214
 CO1214  STATE/COUNTY-  MS/LAUDERDALE
 CO1214  USGS QUAD   -  TOOMSUBA (1982)
 CO1214
 CO1214                         *CURRENT SURVEY CONTROL
 CO1214  ___________________________________________________________________
 CO1214* NAD 83(1993)-  32 27 42.13021(N)    088 35 52.06790(W)     ADJUSTED  
 CO1214* NAVD 88     -              **(meters)            **(feet)            
 CO1214  ___________________________________________________________________
 CO1214  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CO1214  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CO1214  HORZ ORDER  -  THIRD
 CO1214
 CO1214.The horizontal coordinates were established by classical geodetic methods
 CO1214.and adjusted by the National Geodetic Survey in May 1994.
 CO1214
 CO1214
 CO1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1214
 CO1214.The geoid height was determined by GEOID03.
 CO1214
 CO1214;                    North         East     Units Scale Factor Converg.
 CO1214;SPC MS E     -   328,369.794   322,143.271   MT  0.99995604   +0 07 35.1
 CO1214;SPC MS E     - 1,077,326.57  1,056,898.38   sFT  0.99995604   +0 07 35.1
 CO1214;UTM  16      - 3,592,737.859   349,832.420   MT  0.99987808   -0 51 27.9
 CO1214
 CO1214                          SUPERSEDED SURVEY CONTROL
 CO1214
 CO1214  NAD 83(1993)-  32 27 42.13956(N)    088 35 52.06868(W) AD(       ) 4
 CO1214  NAD 83(1986)-  32 27 42.14226(N)    088 35 52.07090(W) AD(       ) 4
 CO1214  NAD 27      -  32 27 41.64800(N)    088 35 51.92300(W) AD(       ) 3
 CO1214
 CO1214.Superseded values are not recommended for survey control.
 CO1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1214.See file dsdata.txt to determine how the superseded data were derived.
 CO1214
 CO1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4983292738(NAD 83)
 CO1214_MARKER: 22 = AIRWAY BEACON
 CO1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1214+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 CO1214
 CO1214  HISTORY     - Date     Condition        Report By
 CO1214  HISTORY     - 1935     FIRST OBSERVED   CGS
 CO1214  HISTORY     - 1935     GOOD             CGS
 CO1214  HISTORY     - 19900516 SEE DESCRIPTION  MSHD
 CO1214
 CO1214                          STATION DESCRIPTION
 CO1214
 CO1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1214'THE REVOLVING LIGHT ON AIR BEACON 51 ABOUT 4 MILES EAST-SOUTHEAST
 CO1214'OF STATION HARVEY.
 CO1214'
 CO1214'CUT IN FROM STATIONS HARVEY, MERIDIAN AND CENTER.
 CO1214
 CO1214                          STATION RECOVERY (1935)
 CO1214
 CO1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CO1214'RECOVERED IN GOOD CONDITION.
 CO1214
 CO1214                          STATION RECOVERY (1990)
 CO1214
 CO1214'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1214'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND. IT HAS PROBABLY BEEN
 CO1214'TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2696 ***********************************************************************
 BH2696  DESIGNATION -  AIRY 1954
 BH2696  PID         -  BH2696
 BH2696  STATE/COUNTY-  MS/HARRISON
 BH2696  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2696
 BH2696                         *CURRENT SURVEY CONTROL
 BH2696  ___________________________________________________________________
 BH2696* NAD 83(1993)-  30 21 37.45568(N)    089 18 45.09877(W)     ADJUSTED  
 BH2696* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2696  ___________________________________________________________________
 BH2696  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 BH2696  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BH2696  HORZ ORDER  -  THIRD
 BH2696
 BH2696.The horizontal coordinates were established by classical geodetic methods
 BH2696.and adjusted by the National Geodetic Survey in May 1994.
 BH2696
 BH2696.The orthometric height was scaled from a topographic map.
 BH2696
 BH2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2696
 BH2696.The geoid height was determined by GEOID03.
 BH2696
 BH2696;                    North         East     Units Scale Factor Converg.
 BH2696;SPC MS E     -    95,469.520   253,934.364   MT  0.99997617   -0 14 31.9
 BH2696;SPC MS E     -   313,219.58    833,116.33   sFT  0.99997617   -0 14 31.9
 BH2696;UTM  16      - 3,360,989.979   277,742.684   MT  1.00020946   -1 10 09.5
 BH2696
 BH2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2696!SPC MS E     -   1.00000419  x   0.99997617  =   0.99998036
 BH2696!UTM  16      -   1.00000419  x   1.00020946  =   1.00021366
 BH2696
 BH2696:                Primary Azimuth Mark                     Grid Az
 BH2696:SPC MS E     -  WOLF RIVER DAY BCN 5                     113 12 05.2
 BH2696:UTM  16      -  WOLF RIVER DAY BCN 5                     114 07 42.8
 BH2696
 BH2696|---------------------------------------------------------------------|
 BH2696| PID    Reference Object                     Distance      Geod. Az  |
 BH2696|                                                           dddmmss.s |
 BH2696| BH2701 WOLF RIVER DAY BCN 5                APPROX. 1.7 KM 1125733.3 |
 BH2696| BH2700 WOLF RIVER LIGHT 3                  APPROX. 1.8 KM 1403732.7 |
 BH2696| BH2698 WOLF RIVER DAY BCN 1                APPROX. 2.6 KM 1542027.3 |
 BH2696|---------------------------------------------------------------------|
 BH2696
 BH2696                          SUPERSEDED SURVEY CONTROL
 BH2696
 BH2696  NAD 83(1986)-  30 21 37.46972(N)    089 18 45.09153(W) AD(       ) 3
 BH2696  NAD 27      -  30 21 36.77300(N)    089 18 44.91800(W) AD(       ) 3
 BH2696
 BH2696.Superseded values are not recommended for survey control.
 BH2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2696.See file dsdata.txt to determine how the superseded data were derived.
 BH2696
 BH2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7774360990(NAD 83)
 BH2696_MARKER: DT = TOPOGRAPHIC STATION DISK
 BH2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2696+STABILITY: SURFACE MOTION
 BH2696
 BH2696  HISTORY     - Date     Condition        Report By
 BH2696  HISTORY     - 1954     MONUMENTED       CGS
 BH2696  HISTORY     - 1970     MARK NOT FOUND   NGS
 BH2696
 BH2696                          STATION DESCRIPTION
 BH2696
 BH2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRR)
 BH2696'THE STATION IS LOCATED IN ST. LOUIS BAY, ON A PROMINENT POINT OF
 BH2696'MARSH THAT IS KNOWN AS
 BH2696'GRASSY POINT, AND APPROXIMATELY 3.2 MI. N OF THE BAY
 BH2696'ST. LOUIS TOLL BRIDGE.  THE
 BH2696'STATION MARK IS A TOPOGRAPHIC DISK,
 BH2696'SET IN THE TOP OF A ROUND CONCRETE CYLINDER,
 BH2696'AND STAMPED AIRY
 BH2696'1950.  IT CAN ONLY BE REACHED BY A SMALL BOAT.  TO BEST REACH BY
 BH2696'BOAT, ONE
 BH2696'SHOULD FOLLOW THE DELISLE BAYOU UNTIL IT REACHES THE
 BH2696'BAY, AND THEN FOLLOW THE N
 BH2696'MARSH LINE TO THE POINT AND STATION
 BH2696'SITE.
 BH2696'
 BH2696'THE STATION IS 65 FT. N OF THE S TIP OF THE POINT, AND ON
 BH2696'THE ONLY SPOT OF
 BH2696'SAND IN THAT AREA.  A 4- BY 4-IN. WHITE WITNESS
 BH2696'POST IS 2 FT. NE OF THE STATION.
 BH2696
 BH2696                          STATION RECOVERY (1970)
 BH2696
 BH2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2696'NOT RECOVERED--A THOROUGH SEARCH WAS MADE.  THE STATION NOW
 BH2696'PLOTS IN THE WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2216 ***********************************************************************
 BH2216  DESIGNATION -  AITKEN
 BH2216  PID         -  BH2216
 BH2216  STATE/COUNTY-  MS/JACKSON
 BH2216  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2216
 BH2216                         *CURRENT SURVEY CONTROL
 BH2216  ___________________________________________________________________
 BH2216* NAD 83(1993)-  30 26 34.28459(N)    088 33 11.23422(W)     ADJUSTED  
 BH2216* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2216  ___________________________________________________________________
 BH2216  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BH2216  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH2216  HORZ ORDER  -  SECOND
 BH2216
 BH2216.The horizontal coordinates were established by classical geodetic methods
 BH2216.and adjusted by the National Geodetic Survey in May 1994.
 BH2216
 BH2216.The orthometric height was scaled from a topographic map.
 BH2216
 BH2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2216
 BH2216.The geoid height was determined by GEOID03.
 BH2216
 BH2216;                    North         East     Units Scale Factor Converg.
 BH2216;SPC MS E     -   104,545.662   326,914.538   MT  0.99995893   +0 08 31.1
 BH2216;SPC MS E     -   342,996.89  1,072,552.11   sFT  0.99995893   +0 08 31.1
 BH2216;UTM  16      - 3,368,883.440   350,865.726   MT  0.99987438   -0 47 13.5
 BH2216
 BH2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2216!SPC MS E     -   1.00000383  x   0.99995893  =   0.99996276
 BH2216!UTM  16      -   1.00000383  x   0.99987438  =   0.99987821
 BH2216
 BH2216:                Primary Azimuth Mark                     Grid Az
 BH2216:SPC MS E     -  BLACK                                    074 16 44.8
 BH2216:UTM  16      -  BLACK                                    075 12 29.4
 BH2216
 BH2216|---------------------------------------------------------------------|
 BH2216| PID    Reference Object                     Distance      Geod. Az  |
 BH2216|                                                           dddmmss.s |
 BH2216| BH2214 BLACK                               APPROX. 4.8 KM 0742515.9 |
 BH2216| DD8274 AITKEN RM 1                          48.631 METERS 09233     |
 BH2216| BH2209 KREOLE INTL PAPER CO CEN STACK      APPROX. 6.4 KM 1170632.7 |
 BH2216| BH2233 MOSS POINT THIOKOL CHEM TANK        APPROX. 4.1 KM 1174800.1 |
 BH2216| BH2230 MOSS POINT EAST MUN TANK            APPROX. 4.8 KM 1405724.5 |
 BH2216| DD8273 AITKEN AZ MK RESET                                 1592742.2 |
 BH2216| DD8272 AITKEN AZ MK                                       1881722.8 |
 BH2216| DD8275 AITKEN RM 2                          42.248 METERS 19536     |
 BH2216| BH2311 HILDA FIRE TOWER                    APPROX. 9.7 KM 2621551.6 |
 BH2216|---------------------------------------------------------------------|
 BH2216
 BH2216                          SUPERSEDED SURVEY CONTROL
 BH2216
 BH2216  NAD 83(1993)-  30 26 34.29335(N)    088 33 11.22917(W) AD(       ) 2
 BH2216  NAD 83(1986)-  30 26 34.30914(N)    088 33 11.22639(W) AD(       ) 2
 BH2216  NAD 27      -  30 26 33.58600(N)    088 33 11.16100(W) AD(       ) 2
 BH2216
 BH2216.Superseded values are not recommended for survey control.
 BH2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2216.See file dsdata.txt to determine how the superseded data were derived.
 BH2216
 BH2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5086668883(NAD 83)
 BH2216_MARKER: DS = TRIANGULATION STATION DISK
 BH2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2216
 BH2216  HISTORY     - Date     Condition        Report By
 BH2216  HISTORY     - 1935     MONUMENTED       CGS
 BH2216  HISTORY     - 1958     GOOD             CGS
 BH2216  HISTORY     - 1959     GOOD             CGS
 BH2216  HISTORY     - 1968     GOOD             MSHD
 BH2216
 BH2216                          STATION DESCRIPTION
 BH2216
 BH2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2216'THE STATION IS ABOUT 2 MILES NW OF MOSS POINT AND 1/4 MILE E OF
 BH2216'PASCAGOULA RIVER ON A FARM OWNED BY MISS E.M. ALTKEN, MR. GEORGE
 BH2216'COMSTOCK BEING THE TENANT.
 BH2216'
 BH2216'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2216'SET IN CONCRETE.
 BH2216'
 BH2216'THE STATION MARK IS IN THE NW CORNER OF THE CULTIVATED FIELD, 15 FEET
 BH2216'E OF THE TREE LINE PARALLELING THE W SIDE, 8 FEET S OF THE TREE
 BH2216'LINE PARALLELING THE N SIDE, 20 FEET SW OF AN 18-INCH OAK TREE, 27
 BH2216'FEET NE OF A 10-INCH OAK TREE, DUE W OF THE MOST NORTHERLY OF THE
 BH2216'EASTERLY ROW OF GRAPE ARBORS, 110 FEET N OF THE PATH LEADING TO THE
 BH2216'BOATHOUSE, AND 85 FEET E OF THE MARSH LAND EXTENDING WESTWARD TO
 BH2216'THE PASCAGOULA RIVER.
 BH2216'
 BH2216'REFERENCE MARK NO. 1 IS E OF THE STATION, 70 FEET E OF THE MOST
 BH2216'NORTHERLY OF THE EASTERLY ROW OF GRAPE ARBORS, 12 FEET S OF AN
 BH2216'18-INCH PINE TREE, 25 FEET W OF A 14-INCH OAK TREE, AND ABOUT 6 FEET
 BH2216'S OF THE TREE LINE WHICH BORDERS THE NORTHERN END OF THE CULTIVATED
 BH2216'FIELD.
 BH2216'
 BH2216'REFERENCE MARK NO.2 IS S OF THE STATION, 40 FEET S OF THE PATH TO THE
 BH2216'BOATHOUSE SW OF THE STATION, 8 FEET E OF THE TREE LINE
 BH2216'BORDERING THE WESTERN EDGE OF THE FIELD.
 BH2216'
 BH2216'THE AZIMUTH MARK IS ABOUT 700 FEET S OF THE STATION, 4 FEET N OF THE
 BH2216'WOODED AREA FORMING THE SOUTHERN BOUNDARY OF THE CULTIVATED FIELD,
 BH2216'60 FEET E OF THE TREE LINE TO THE W AND 10 FEET N OF A 12-INCH LIVE
 BH2216'OAK.
 BH2216'
 BH2216'NOTE,IT WILL BE ADVISABLE TO USE 103-FOOT TOWER AT THIS LOCATION WHEN
 BH2216'USED SUBSEQUENTLY.
 BH2216'
 BH2216'TO REACH FROM MOSS POINT FOLLOW STATE HIGHWAY 63 N AND GO 0.7 MILE
 BH2216'BEYOND THE DRAWSPAN WHICH IS ABOUT 1-1/2 MILES N OF TOWN,
 BH2216'WHERE TURN LEFT AT OLD STORE, CONTINUING 0.1 MILE, TAKING LEFT FORK
 BH2216'WHICH FOLLOW 0.4 MILE TO T-ROAD, WHERE TURN RIGHT AND GO 0.3 MILE
 BH2216'TO THE FARM.  ENTER DRIVEWAY TURNING RIGHT THROUGH GATE EAST OF
 BH2216'GARAGE AND LEFT THROUGH PASTURE GATE, CROSS BRIDGE DITCH
 BH2216'FOLLOWING E AND N SIDES OF CULTIVATED FIELD TO STATION ABOUT 1/4 MILE
 BH2216'NW OF FARMHOUSE.
 BH2216
 BH2216                          STATION RECOVERY (1958)
 BH2216
 BH2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2216'STATION AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 BH2216'CONDITION, THE AZIMUTH MARK COULD NOT BE FOUND, A NEW AZIMUTH
 BH2216'WAS SET BY THIS PARTY.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BH2216'
 BH2216'STATION IS ABOUT 2 MILES NORTHEAST OF MOSS POINT AND 1/2 MILE EAST OF
 BH2216'PASCAGOULA RIVER, IN THE SOUTH SIDE CENTER OF SECTION 11, T 7 S,
 BH2216'R 6 W.
 BH2216'
 BH2216'TO REACH FROM THE POST OFFICE IN ESCATAWPA, GO SOUTH ON STATE HIGHWAY
 BH2216'63 FOR 1 BLOCK TO THE FIRST MACADAM STREET LEADING RIGHT, TURN RIGHT,
 BH2216'AND FOLLOW MACADAM STREET SOUTHWESTERLY FOR 0.5 MILE TO WHERE THE
 BH2216'STREET TURNS NORTH, TURN RIGHT, NORTH, ON MACADAM ROAD FOR 0.3
 BH2216'MILE TO THE TURNER RESIDENCE ON THE LEFT, TURN LEFT, TURN LEFT ON OLD
 BH2216'ROAD AT NORTHEAST CORNER OF YARD FENCE AND GO WESTERLY THROUGH
 BH2216'WOODS, CROSSING LOW STAMPY DRAINAGE FOR 0.15 MILE TO EDGE OF A OLD
 BH2216'FIELD, (AZIMUTH MARK IS 345 FEET SOUTH OF THIS POINT), BEAR
 BH2216'RIGHT, NORTH-WESTERLY ACROSS OLD FIELD FOR 0.1 MILE TO STATION
 BH2216'ON HIGHEST POINT OF RISE.
 BH2216'
 BH2216'STATION MARKS ARE STANDARD DISKS, STAMPED AITKEN 1935. SURFACE MARK
 BH2216'IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST PROJECTING
 BH2216'3 INCHES, 99 FEET WEST/NORTHWEST OF NORTHEAST CORNER OF OLD FIELD, 57
 BH2216'FEET WEST/NORTHWEST OF A 14 INCH PINE TREE WITH TRIANGLE BLAZE ON
 BH2216'EAST SIDE.  A 4 X 4 WHITE WITNESS POST WAS SET 1 FOOT WEST OF THE
 BH2216'MARK.
 BH2216'
 BH2216'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AITKEN NO 1 1935, SET IN
 BH2216'THE TOP OF A 8 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 BH2216'110 FEET EAST-NORTHEAST OF THE TREE WITH THE BLAZE, AND 84 FEET
 BH2216'NORTHEAST OF NORTHWEST CORNER OF OLD FIELD.
 BH2216'
 BH2216'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AITKEN NO 2 1935, SET IN
 BH2216'THE TOP OF A 8 INCH SQUARE CORCRETE POST PROJECTING 6
 BH2216'INCHES.  IT IS 150 FEET SOUTHWEST OF NORTHWEST CORNER OF A OLD FIELD,
 BH2216'139 FEET SOUTH-SOUTHWEST OF THE TREE WITH THE BLAZE.
 BH2216'
 BH2216'AZIMUTH MARK IS A STANDARD DISK, STAMPED AITKEN 1935 RESET 1958 SET
 BH2216'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 6
 BH2216'INCHES.  IT IS 345 FEET SOUTH OF CENTER OF FIELD ROAD ENTRANCE, IN
 BH2216'THE EAST EDGE OF OLD FIELD.  A 4 X 4 WHITE WITNESS WAS SET 2 FEET
 BH2216'NORTH OF THE MARK.
 BH2216'
 BH2216'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2216
 BH2216                          STATION RECOVERY (1959)
 BH2216
 BH2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WMR)
 BH2216'ALL MARKS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY O.S.R.
 BH2216'1958 IS ADEQUATE.
 BH2216
 BH2216                          STATION RECOVERY (1968)
 BH2216
 BH2216'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2216'THE STATION WAS VISITED 6-18-68 AND THE STATION MARK, REFERENCE MARK
 BH2216'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2216'
 BH2216'THE STATION IS LOCATED 0.4 MILE WEST NORTHWEST OF ESCATAWPA AND 2.3
 BH2216'MILES NORTH NORTHWEST OF MOSS POINT, IN THE SOUTHEAST 1/4 OF
 BH2216'SECTION 11, T 17S, R 6W, AND ON PROPERTY OWNED BY MR. JACK TURNER.
 BH2216'IT IS 56 FEET WEST NORTHWEST OF A 14 INCH PINE, 24.5 FEET SOUTH
 BH2216'OF A 20 INCH OAK, 32 FEET NORTH OF A 14 INCH OAK AND 1 FOOT NORTH OF
 BH2216'A METAL WITNESS POST.
 BH2216'
 BH2216'IT IS A STANDARD TRAINGULATION DISK, STAMPED AITKEN 1935 PROJECTING 2
 BH2216'INCHES.
 BH2216'
 BH2216'REFERENCE MARK NO. 1 IS 159.55 FEET EAST OF THE STATION.  IT IS 26
 BH2216'FEET NORTH OF THE CENTER OF A TRACK ROAD, 18 FEET WEST SOUTHWEST
 BH2216'OF A 20 INCH OAK, 28 FOOT SOUTHWEST OF A 12 INCH OAK AND 1 FOOT NORTH
 BH2216'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED AITKEN
 BH2216'NO 1 1935 PROJECTING 6 INCHES.
 BH2216'
 BH2216'REFERENCE MARK NO. 2 IS 138.61 FEET SOUTH OF THE STATION.  IT IS 44
 BH2216'FEET WEST OF THE CENTER OF A TRACK ROAD, 19 FEET EAST SOUTHEAST
 BH2216'OF A 20 INCH OAK, 42.5 FEET SOUTHEAST OF A 24 INCH OAK, 32 FEET
 BH2216'NORTHEAST OF A 20 INCH OAK AND 1 FOOT NORTH OF A METAL WITNESS
 BH2216'POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED AITKEN NO 2 1935
 BH2216'PROJECTING 6 INCHES.
 BH2216'
 BH2216'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 233.50 FEET.
 BH2216'
 BH2216'THE AZIMUTH MARK IS 0.15 MILE SOUTH SOUTHEAST OF THE STATION.  IT IS
 BH2216'20 FEET EAST OF THE CENTER OF A TRACK ROAD, 8 FEET WEST OF A 14
 BH2216'INCH PINE AND FOOT NORTH OF A METAL WITNESS POST. THE STATION
 BH2216'IS NOT VISIBLE FROM THE AZIMUTH. IT IS A STANDARD AZIMUTH MARK DISK,
 BH2216'STAMPED AITKEN 1935 RESET 1958, PROJECTING 8 INCHES.
 BH2216'
 BH2216'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2216'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH2216'BRIDGE OF THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI HIGHWAY
 BH2216'63 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT (WEST) AND CONTINUE
 BH2216'ON A BLACKTOP ROAD FOR 0.5 MILE TO A T INTERSECTION.  TURN RIGHT
 BH2216'(NORTH) AND CONTINUE ON A NARROW BLACKTOP ROAD FOR 0.3 MILE TO
 BH2216'A DRIVEWAY LEADING TO THE TURNER RESIDENCE ON THE DRIVEWAY TURNING
 BH2216'NORTH AT THE NORTH SIDE OF THE HOUSE FOR 0.05 MILE TO A GAP IN THE
 BH2216'YARD FENCE.  TURN LEFT (WEST) AND CONTINUE ON A TRACK ROAD
 BH2216'PASSING BY A SMALL BOAT DOCK FOR 0.05 MILE TO A SIDE ROAD LEFT.
 BH2216'*CONTINUE NORTHWEST ON A TRACK ROAD FOR MILE TO THE TOP OF A
 BH2216'HILL AND THE STATION AS DESCRIBED.  *TO REACH THE THE AZIMUTH FROM
 BH2216'THIS POINT, TURN LEFT (SOUTH) AND CONTINUE ON A TRACK ROAD FOR 345
 BH2216'FEET TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0598 ***********************************************************************
 CP0598  DESIGNATION -  ALBA BOLT
 CP0598  PID         -  CP0598
 CP0598  STATE/COUNTY-  MS/WARREN
 CP0598  USGS QUAD   -  YOKENA (1973)
 CP0598
 CP0598                         *CURRENT SURVEY CONTROL
 CP0598  ___________________________________________________________________
 CP0598* NAD 83(1986)-  32 14 52.     (N)    090 55 42.     (W)     SCALED    
 CP0598* NAVD 88     -        30.69   (+/-2cm)     100.7    (feet)  VERTCON   
 CP0598  ___________________________________________________________________
 CP0598  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0598
 CP0598.The horizontal coordinates were scaled from a topographic map and have
 CP0598.an estimated accuracy of +/- 6 seconds.
 CP0598
 CP0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0598.The vertical order pertains to the NGVD 29 superseded value.
 CP0598
 CP0598.The geoid height was determined by GEOID03.
 CP0598
 CP0598;                    North         East    Units  Estimated Accuracy
 CP0598;SPC MS W     -   304,780.      643,930.      MT  (+/- 180 meters Scaled)
 CP0598
 CP0598                          SUPERSEDED SURVEY CONTROL
 CP0598
 CP0598  NGVD 29 (??/??/92)   30.714  (m)          100.77   (f) ADJ UNCH    1 2
 CP0598
 CP0598.Superseded values are not recommended for survey control.
 CP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0598.See file dsdata.txt to determine how the superseded data were derived.
 CP0598
 CP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR951697(NAD 83)
 CP0598_MARKER: B = BOLT
 CP0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0598_SP_SET: TILE
 CP0598_STAMPING: ALBA
 CP0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0598
 CP0598  HISTORY     - Date     Condition        Report By
 CP0598  HISTORY     - UNK      MONUMENTED       DOD
 CP0598  HISTORY     - 1960     GOOD             NGS
 CP0598
 CP0598                          STATION DESCRIPTION
 CP0598
 CP0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CP0598'IN WARRENTON.
 CP0598'AT WARRENTON, WARREN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, AT THE
 CP0598'CROSSING OF WARRENTON ROAD, 32.9 FEET EAST OF THE CENTERLINE OF THE
 CP0598'MAIN TRACK, 30.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET
 CP0598'WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 6 FEET NORTH OF THE ROAD
 CP0598'FENCE.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER
 CP0598'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 CP0598'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0597 ***********************************************************************
 CP0597  DESIGNATION -  ALBA CAP
 CP0597  PID         -  CP0597
 CP0597  STATE/COUNTY-  MS/WARREN
 CP0597  USGS QUAD   -  YOKENA (1973)
 CP0597
 CP0597                         *CURRENT SURVEY CONTROL
 CP0597  ___________________________________________________________________
 CP0597* NAD 83(1993)-  32 14 51.62674(N)    090 55 42.98527(W)     ADJUSTED  
 CP0597* NAVD 88     -        31.96   (+/-2cm)     104.9    (feet)  VERTCON   
 CP0597  ___________________________________________________________________
 CP0597  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CP0597  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0597  HORZ ORDER  -  SECOND
 CP0597  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0597
 CP0597.The horizontal coordinates were established by classical geodetic methods
 CP0597.and adjusted by the National Geodetic Survey in May 1994.
 CP0597
 CP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0597.The vertical order pertains to the NGVD 29 superseded value.
 CP0597
 CP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0597
 CP0597.The geoid height was determined by GEOID03.
 CP0597
 CP0597;                    North         East     Units Scale Factor Converg.
 CP0597;SPC MS W     -   304,767.743   643,904.816   MT  0.99998879   -0 19 03.5
 CP0597;SPC MS W     -   999,892.17  2,112,544.38   sFT  0.99998879   -0 19 03.5
 CP0597;SPC LA N     -   194,848.145 1,148,069.958   MT  0.99993126   +0 49 50.9
 CP0597;SPC LA N     -   639,264.29  3,766,626.19   sFT  0.99993126   +0 49 50.9
 CP0597;UTM  15      - 3,569,771.742   695,144.816   MT  1.00006964   +1 06 20.2
 CP0597
 CP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0597!SPC MS W     -   0.99999914  x   0.99998879  =   0.99998793
 CP0597!SPC LA N     -   0.99999914  x   0.99993126  =   0.99993040
 CP0597!UTM  15      -   0.99999914  x   1.00006964  =   1.00006878
 CP0597
 CP0597                          SUPERSEDED SURVEY CONTROL
 CP0597
 CP0597  NAD 83(1986)-  32 14 51.63928(N)    090 55 42.98175(W) AD(       ) 2
 CP0597  NAD 27      -  32 14 51.10279(N)    090 55 42.60423(W) AD(       ) 2
 CP0597  NGVD 29 (??/??/92)   31.991  (m)          104.96   (f) ADJ UNCH    1 2
 CP0597
 CP0597.Superseded values are not recommended for survey control.
 CP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0597.See file dsdata.txt to determine how the superseded data were derived.
 CP0597
 CP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9514569772(NAD 83)
 CP0597_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP0597_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0597_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0597_STAMPING: ALBA
 CP0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0597
 CP0597  HISTORY     - Date     Condition        Report By
 CP0597  HISTORY     - 1967     MONUMENTED       CGS
 CP0597  HISTORY     - 1960     GOOD             NGS
 CP0597
 CP0597                          STATION DESCRIPTION
 CP0597
 CP0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CP0597'THE STATION WAS VISITED 6-15-67 AND FOUND DISTURBED.  THE MARK WAS
 CP0597'STRAIGHTENED UP AND REENFORCED AND SET IN ITS ORIGINAL POSITION
 CP0597'FROM THE DISTANCE AND DIRECTION FROM TRIANGULATION STATION VICSAIR
 CP0597'1948.
 CP0597'
 CP0597'A NEW DESCRIPTION FOLLOWS--
 CP0597'
 CP0597'THE STATION IS LOCATED 7.1 MILES SOUTH OF VICKSBURG, 4.8 MILES NORTH
 CP0597'OF YOKENA, AND 0.65 MILE NORTHWEST OF THE ENTRANCE TO THE VICKSBURG
 CP0597'MUNICIPAL AIRPORT, IN THE NW 1/4 OF SEC. 30, T 15 N, R 3 E, AND IN
 CP0597'THE NORTHEAST QUADRANT OF THE INTERSECTION OF ICC RAILROAD AND AN
 CP0597'EAST-WEST GRAVELED ROAD, AT WARRENTON.  IT IS 59.09 FEET NNE OF
 CP0597'TRIANGULATION STATION VICSAIR 1948, 32.3 FEET SE OF THE SE RAIL
 CP0597'OF THE TRACKS, 18 FEET NORTH OF A RAILROAD STOP SIGN, 8.5 FEET
 CP0597'SW OF A FENCE CORNER, 31 FEET N OF THE CENTERLINE OF THE ROAD.  IT
 CP0597'IS A STANDARD MISSISSIPPI RIVER COMMISION CAP RIVITED ON THE TOP
 CP0597'OF A 4-INCH IRON PIPE PROJECTING 10-INCHES.  IT IS STAMPED BM
 CP0597'ALBA.
 CP0597'
 CP0597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 CP0597'VICKSBURG.
 CP0597
 CP0597                          STATION RECOVERY (1960)
 CP0597
 CP0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CP0597'IN WARRENTON.
 CP0597'AT WARRENTON, WARREN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, AT THE
 CP0597'CROSSING OF WARRENTON ROAD, 32.9 FEET EAST OF THE CENTERLINE OF THE
 CP0597'MAIN TRACK, 30.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET
 CP0597'WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 6 FEET NORTH OF THE ROAD
 CP0597'FENCE.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY,
 CP0597'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1595 ***********************************************************************
 EG1595  DESIGNATION -  ALBANY
 EG1595  PID         -  EG1595
 EG1595  STATE/COUNTY-  MS/UNION
 EG1595  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG1595
 EG1595                         *CURRENT SURVEY CONTROL
 EG1595  ___________________________________________________________________
 EG1595* NAD 83(1993)-  34 28 53.78199(N)    088 59 56.32457(W)     ADJUSTED  
 EG1595* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 EG1595  ___________________________________________________________________
 EG1595  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EG1595  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EG1595  HORZ ORDER  -  SECOND
 EG1595
 EG1595.The horizontal coordinates were established by classical geodetic methods
 EG1595.and adjusted by the National Geodetic Survey in May 1994.
 EG1595
 EG1595.The orthometric height was scaled from a topographic map.
 EG1595
 EG1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1595
 EG1595.The geoid height was determined by GEOID03.
 EG1595
 EG1595;                    North         East     Units Scale Factor Converg.
 EG1595;SPC MS E     -   552,379.996   284,784.513   MT  0.99995285   -0 05 37.6
 EG1595;SPC MS E     - 1,812,266.70    934,330.52   sFT  0.99995285   -0 05 37.6
 EG1595;UTM  16      - 3,817,370.946   316,433.460   MT  1.00001536   -1 07 55.3
 EG1595
 EG1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1595!SPC MS E     -   0.99998181  x   0.99995285  =   0.99993466
 EG1595!UTM  16      -   0.99998181  x   1.00001536  =   0.99999716
 EG1595
 EG1595:                Primary Azimuth Mark                     Grid Az
 EG1595:SPC MS E     -  ALBANY AZ MK                             017 12 12.6
 EG1595:UTM  16      -  ALBANY AZ MK                             018 14 30.3
 EG1595
 EG1595|---------------------------------------------------------------------|
 EG1595| PID    Reference Object                     Distance      Geod. Az  |
 EG1595|                                                           dddmmss.s |
 EG1595| CG3107 ALBANY AZ MK                                       0170635.0 |
 EG1595| CG3108 ALBANY RM 1                          26.115 METERS 07509     |
 EG1595| EG1673 NEW ALBANY FURN FRAMES TANK         APPROX. 9.5 KM 3074738.3 |
 EG1595| EG1669 NEW ALBANY LAHER CO TANK            APPROX. 6.9 KM 3111024.6 |
 EG1595| EG1670 NEW ALBANY FUTORIAN TANK            APPROX. 5.8 KM 3121733.4 |
 EG1595| EG1671 NEW ALBANY STATE POLICE MAST        APPROX. 4.5 KM 3190904.2 |
 EG1595| EG1712 NEW ALBANY RAD WNAU CEN MAST        APPROX. 2.2 KM 3204759.1 |
 EG1595| EG1715 NEW ALBANY SOUTH MUN TANK           APPROX. 0.8 KM 3235052.3 |
 EG1595|---------------------------------------------------------------------|
 EG1595
 EG1595                          SUPERSEDED SURVEY CONTROL
 EG1595
 EG1595  NAD 83(1993)-  34 28 53.79335(N)    088 59 56.32294(W) AD(       ) 2
 EG1595  NAD 83(1986)-  34 28 53.79343(N)    088 59 56.32283(W) AD(       ) 2
 EG1595  NAD 27      -  34 28 53.42634(N)    088 59 56.09400(W) AD(       ) 2
 EG1595
 EG1595.Superseded values are not recommended for survey control.
 EG1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1595.See file dsdata.txt to determine how the superseded data were derived.
 EG1595
 EG1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1643317371(NAD 83)
 EG1595_MARKER: DS = TRIANGULATION STATION DISK
 EG1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1595
 EG1595  HISTORY     - Date     Condition        Report By
 EG1595  HISTORY     - 1967     MONUMENTED       CGS
 EG1595  HISTORY     - 1971     GOOD             NGS
 EG1595
 EG1595                          STATION DESCRIPTION
 EG1595
 EG1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1595'THE STATION IS LOCATED BEHIND A TEXACO SERVICE STATION ABOUT .75 MILE
 EG1595'SOUTHEAST OF THE
 EG1595'BUSINESS DISTRICT OF NEW ALBANY, 275 FEET EAST OF
 EG1595'THE INTERSECTION OF U S HIGHWAY 78
 EG1595'AND STATE HIGHWAYS 15 AND 30 AND
 EG1595'ON THE PROPERTY OF MR JAMES L TAYLOR.
 EG1595'
 EG1595'STATION MARKS ARE STANDARD DISKS STAMPED ALBANY 1967.  THE SURFACE
 EG1595'DISK IS SET IN A
 EG1595'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EG1595'SURFACE OF THE GROUND.  IT IS
 EG1595'28 FEET WEST OF AN 18 INCH CEDAR TREE,
 EG1595'31.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 EG1595'THE TEXACO SERVICE
 EG1595'STATION AND 38 FEET SOUTH OF A TWIN TRUNK OAK TREE.  THE
 EG1595'UNDERGROUND DISK
 EG1595'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 EG1595'SURFACE OF THE GROUND.
 EG1595'
 EG1595'R M NO 1, A STANDARD DISK STAMPED ALBANY NO 1 1967, IS SET IN A ROUND
 EG1595'CONCRETE MONUMENT
 EG1595'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 EG1595'IS 21 FEET SOUTHEAST OF A 21 INCH
 EG1595'OAK TREE, 31 FEET WEST OF A 36 INCH
 EG1595'OAK TREE AND 63 FEET NORTHEAST OF THE 18 INCH CEDAR
 EG1595'TREE.
 EG1595'
 EG1595'BM 78V-66 IS A MISSISSIPPI STATE HIGHWAY DEPT. DISK STAMPED BM 78V-66
 EG1595'1965, IS SET IN A
 EG1595'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EG1595'SURFACE OF THE GROUND.  IT IS 1.5
 EG1595'FEET SOUTHWEST OF A METAL WITNESS
 EG1595'POST, 2.9 FEET NORTH OF A POWER POLE AND 26 FEET
 EG1595'NORTHEAST OF THE
 EG1595'CENTER OF A DRIVEWAY.
 EG1595'
 EG1595'AZIMUTH MARK, A STANDARD DISK STAMPED ALBANY 1967, IS SET IN A ROUND
 EG1595'CONCRETE MONUMENT
 EG1595'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 EG1595'IS 2 FEET SOUTH OF A FIRE HYDRANT,
 EG1595'2.4 FEET SOUTHWEST OF A METAL
 EG1595'WITNESS POST, 20 FEET SOUTH OF THE CENTER OF JAY
 EG1595'STREET AND 61 FEET
 EG1595'EAST OF THE CENTER OF STATE HIGHWAY 15 AND 30.
 EG1595'
 EG1595'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U S HIGHWAY 78 AND
 EG1595'STATE HIGHWAYS 15
 EG1595'AND 30 ABOUT 275 FEET WEST OF THE STATION, GO NORTH
 EG1595'ON STATE HIGHWAY 15 AND 30 FOR 0.3
 EG1595'MILE TO A SIDE STREET RIGHT (JAY
 EG1595'STREET) AND THE AZIMUTH MARK ON THE RIGHT IN THE
 EG1595'SOUTHEAST ANGLE OF
 EG1595'THE INTERSECTION.
 EG1595'
 EG1595'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1595
 EG1595                          STATION RECOVERY (1971)
 EG1595
 EG1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (SW)
 EG1595'THE STATION WAS VISITED MAY 8, 1971 AND THE STATION MARK, REFERENCE
 EG1595'MARK NO 1, BENCH
 EG1595'MARK 78V-66, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 EG1595'CONDITION.  A NEW DESCRIPTION
 EG1595'FOLLOWS-
 EG1595'
 EG1595'THE STATION IS LOCATED .75 MILE SOUTHEAST OF THE NEW ALBANY BUSINESS
 EG1595'DISTRICT, AND 0.8
 EG1595'MILE NORTH OF THE LOCAL MISSISSIPPI HIGHWAY SAFETY
 EG1595'PATROL STATION, NEAR THE NORTHEAST
 EG1595'CORNER OF SECTION 17, T 75, R3E,
 EG1595'AND ON PROPERTY OF JAMES L TAYLOR.  IT IS LOCATED
 EG1595'BEHIND A TEXACO
 EG1595'SERVICE STATION IN THE NORTHEAST ANGLE OF INTERSECTION OF U S
 EG1595'HIGHWAY 78 AND
 EG1595'STATE HIGHWAY 15 AND 30.  IT IS 28 FEET WEST OF AN 18 INCH
 EG1595'CEDAR TREE, 31.5 FEET
 EG1595'NORTHEAST OF THE NORTHEAST CORNER OF THE TEXACO
 EG1595'SERVICE STATION, AND 45 FEET
 EG1595'SOUTH-SOUTHWEST OF A 15 INCH OAK TREE.
 EG1595'IT IS A STANDARD TRIANGULATION DISK STAMPED
 EG1595'ALBANY 1967 AND SET IN A
 EG1595'10-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND LEVEL.
 EG1595'
 EG1595'REFERENCE MARK NO 1 IS 85 FEET EAST OF THE STATION, 21 FEET SOUTHEAST
 EG1595'OF A 21 INCH OAK
 EG1595'TREE, 31 FEET WEST OF A 36 INCH OAK TREE AND 63 FEET
 EG1595'NORTHEAST OF THE 18 INCH CEDAR
 EG1595'TREE.  IT IS STAMPED ALBANY NO 1 1967
 EG1595'AND IS A STANDARD REFERENCE MARK DISK SET IN A
 EG1595'10-INCH ROUND CONCRETE
 EG1595'MONUMENT FLUSH WITH GROUND LEVEL.
 EG1595'
 EG1595'BENCH MARK 78V-66 IS 144 FEET NORTHWEST OF THE STATION, 1.5 FEET
 EG1595'SOUTHWEST OF A
 EG1595'METAL WITNESS POST, 2.9 FEET NORTH OF A POWER POLE,
 EG1595'AND 26 FEET NORTHEAST OF THE
 EG1595'CENTER OF A DRIVEWAY.  THE BENCH MARK IS
 EG1595'LOCATED IN FRONT OF SHERERS DRIVE-IN, 150 FEET
 EG1595'EAST-NORTHEAST OF THE
 EG1595'INTERSECTION OF HIGHWAY 78 AND STATE HIGHWAY 15 AND 30.  IT IS A
 EG1595'STANDARD
 EG1595'REFERENCE MARK DISK STAMPED BENCH MARK 78V-66 1965 AND SET
 EG1595'IN A 10-INCH ROUND CONCRETE
 EG1595'MONUMENT FLUSH WITH GROUND LEVEL.
 EG1595'
 EG1595'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND BENCH MARK 78V-66 IS 199
 EG1595'FEET.  TO REACH
 EG1595'THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE NORTH
 EG1595'OF STATE HIGHWAY 15 AND 30 TO A
 EG1595'SIDE STREET RIGHT (JAY STREET),
 EG1595'LOCATED APPROXIMATELY ACROSS THE HIGHWAY FROM THE
 EG1595'SOUTHERN WALL OF W
 EG1595'P DANIEL HIGH SCHOOL.  THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF
 EG1595'INTERSECTION.
 EG1595'
 EG1595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE SE
 EG1595'OF NEW ALBANY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0117 ***********************************************************************
 DK0117  DESIGNATION -  ALBIN
 DK0117  PID         -  DK0117
 DK0117  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0117  USGS QUAD   -  WEBB (1983)
 DK0117
 DK0117                         *CURRENT SURVEY CONTROL
 DK0117  ___________________________________________________________________
 DK0117* NAD 83(1993)-  33 54 49.00286(N)    090 19 47.06275(W)     ADJUSTED  
 DK0117* NAVD 88     -        45.299  (meters)     148.62   (feet)  ADJUSTED  
 DK0117  ___________________________________________________________________
 DK0117  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DK0117  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0117  DYNAMIC HT  -          45.254 (meters)     148.47  (feet)  COMP
 DK0117  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 DK0117
 DK0117  HORZ ORDER  -  SECOND
 DK0117  VERT ORDER  -  SECOND    CLASS 0
 DK0117
 DK0117.The horizontal coordinates were established by classical geodetic methods
 DK0117.and adjusted by the National Geodetic Survey in May 1994.
 DK0117
 DK0117.The orthometric height was determined by differential leveling
 DK0117.and adjusted in June 1991.
 DK0117
 DK0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0117
 DK0117.The geoid height was determined by GEOID03.
 DK0117
 DK0117.The dynamic height is computed by dividing the NAVD 88
 DK0117.geopotential number by the normal gravity value computed on the
 DK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0117.degrees latitude (g = 980.6199 gals.).
 DK0117
 DK0117.The modeled gravity was interpolated from observed gravity values.
 DK0117
 DK0117;                    North         East     Units Scale Factor Converg.
 DK0117;SPC MS W     -   489,365.396   700,332.321   MT  0.99995000   +0 00 07.2
 DK0117;SPC MS W     - 1,605,526.30  2,297,673.62   sFT  0.99995000   +0 00 07.2
 DK0117;UTM  15      - 3,755,788.635   746,876.096   MT  1.00035140   +1 29 26.2
 DK0117
 DK0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0117!SPC MS W     -   0.99999699  x   0.99995000  =   0.99994699
 DK0117!UTM  15      -   0.99999699  x   1.00035140  =   1.00034839
 DK0117
 DK0117:                Primary Azimuth Mark                     Grid Az
 DK0117:SPC MS W     -  WEBB TRUNKLINE GAS MICROWAVE             001 17 10.4
 DK0117:UTM  15      -  WEBB TRUNKLINE GAS MICROWAVE             359 47 51.4
 DK0117
 DK0117|---------------------------------------------------------------------|
 DK0117| PID    Reference Object                     Distance      Geod. Az  |
 DK0117|                                                           dddmmss.s |
 DK0117| DK1780 WEBB TRUNKLINE GAS MICROWAVE        APPROX. 6.3 KM 0011717.6 |
 DK0117| DK0116 ALBIN AZ MK                                        1422232.1 |
 DK0117| DK0118 ALBIN RM 1                           21.810 METERS 17038     |
 DK0117| DK0119 ALBIN RM 2                           24.686 METERS 29116     |
 DK0117| EH2741 TUTWILER FED COMPRESS CO TANK       APPROX.15.2 KM 3182812.9 |
 DK0117| EH2742 TUTWILER MUNICIPAL TANK             APPROX.15.0 KM 3190048.8 |
 DK0117| DK1782 SUMNER MUNICIPAL TANK               APPROX. 7.2 KM 3285130.6 |
 DK0117| DK1781 WEBB TALLAHATCHIE OIL MILL TK       APPROX. 5.2 KM 3332936.0 |
 DK0117| DK1784 WEBB MUNICIPAL TANK                 APPROX. 3.7 KM 3410546.0 |
 DK0117| DK0024 PTS 50 A                             15.298 METERS 34810     |
 DK0117|---------------------------------------------------------------------|
 DK0117
 DK0117                          SUPERSEDED SURVEY CONTROL
 DK0117
 DK0117  NAD 83(1986)-  33 54 49.01373(N)    090 19 47.06021(W) AD(       ) 2
 DK0117  NAD 27      -  33 54 48.60290(N)    090 19 46.73680(W) AD(       ) 2
 DK0117  NGVD 29 (??/??/??)   45.320  (m)          148.69   (f) ADJUSTED    2 0
 DK0117
 DK0117.Superseded values are not recommended for survey control.
 DK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0117.See file dsdata.txt to determine how the superseded data were derived.
 DK0117
 DK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4687655789(NAD 83)
 DK0117_MARKER: DS = TRIANGULATION STATION DISK
 DK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0117_STAMPING: ALBIN 1957
 DK0117_MARK LOGO: CGS   
 DK0117_PROJECTION: RECESSED 15 CENTIMETERS
 DK0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0117+STABILITY: SURFACE MOTION
 DK0117
 DK0117  HISTORY     - Date     Condition        Report By
 DK0117  HISTORY     - 1957     MONUMENTED       CGS
 DK0117  HISTORY     - 1960     GOOD             MSHD
 DK0117  HISTORY     - 1968     GOOD             MSHD
 DK0117  HISTORY     - 1968     GOOD             MSHD
 DK0117  HISTORY     - 1981     MARK NOT FOUND   USGS
 DK0117  HISTORY     - 19810621 GOOD             NGS
 DK0117
 DK0117                          STATION DESCRIPTION
 DK0117
 DK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK0117'THE STATION IS APPROXIMATELY 2-1/2 MILES SOUTH OF WEBB, AT
 DK0117'ALBIN AND ON THE EAST SIDE OF U.S. HIGHWAY 49 E AND THE
 DK0117'ILLINOIS CENTRAL RAILROAD TRACKS, IN SECTION 30, T 24 N,
 DK0117'R 1 W, ON LAND OWNED BY WHITNEY SMITH.
 DK0117'
 DK0117'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 E AND STATE
 DK0117'HIGHWAY 32, AT WEBB, GO SOUTH ON U.S. HIGHWAY 49 E FOR 2.4
 DK0117'MILES TO A SIDE ROAD LEFT, TURN LEFT, ACROSS TRACKS, FOR
 DK0117'200 FEET TO A OLD STORE BUILDING AND THE STATION ON THE
 DK0117'RIGHT.
 DK0117'
 DK0117'STATION MARKS ARE STANDARD DISKS STAMPED ALBIN 1957.  THE
 DK0117'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 DK0117'SURFACE OF THE GROUND.  IT IS 94 FEET SOUTH-SOUTHEAST OF THE
 DK0117'CENTER OF A GRAVEL ROAD, 44-1/2 FEET EAST-NORTHEAST OF THE
 DK0117'EAST RAIL OF THE RAILROAD TRACK, 20 FEET WEST OF THE SOUTHWEST
 DK0117'CORNER OF OLD WOODEN STORE BUILDING AND 19 FEET EAST OF A
 DK0117'TELEPHONE POLE.  A STANDARD WHITE WITNESS POST WAS SET 19 FEET
 DK0117'WEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 DK0117'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE
 DK0117'OF THE GROUND.
 DK0117'
 DK0117'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALBIN NO 1 1957,
 DK0117'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 DK0117'IT IS 72 FEET SOUTH OF A TELEPHONE POLE, 34-1/2 FEET WEST
 DK0117'OF A WHITE RAIL FENCE AND 6 FEET EAST OF THE EAST RAIL OF
 DK0117'THE RAILROAD TRACK.
 DK0117'
 DK0117'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALBIN NO 2 1957,
 DK0117'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DK0117'IT IS 29-1/2 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD
 DK0117'AND 5-1/2 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK.
 DK0117'
 DK0117'50 A (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 DK0117'PRIM MISS TRAV STA NO 50 A 1908, BOLTED TO THE TOP OF A 3 INCH
 DK0117'IRON PIPE WHICH PROJECTS 8 INCHES.  IT IS 47 FEET SOUTH OF
 DK0117'THE CENTER OF THE GRAVEL ROAD, 24-1/2 FEET NORTHEAST OF A
 DK0117'TELEPHONE POLE AND 3 FEET SOUTHWEST OF THE NORTHWEST CORNER
 DK0117'OF THE OLD STORE BUILDING.
 DK0117'
 DK0117'AZIMUTH MARK IS A STANDARD DISK STAMPED ALBIN 1957, SET IN
 DK0117'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 165 FEET
 DK0117'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 49 E, 22 FEET
 DK0117'EAST OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET NORTHWEST
 DK0117'OF THE NORTH CORNER OF A COTTON STORE SHED.  A STANDARD WITNESS
 DK0117'POST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 DK0117'
 DK0117'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 DK0117'U.S. HIGHWAY 49 E FOR 0.3 MILE TO THE WHITNEY SMITH GIN AND
 DK0117'A SIDE ROAD LEFT, TURN LEFT FOR ABOUT 165 FEET TO THE MARK
 DK0117'ON THE RIGHT.
 DK0117'
 DK0117'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK0117
 DK0117                          STATION RECOVERY (1960)
 DK0117
 DK0117'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0117'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND
 DK0117'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DK0117'
 DK0117'U.S. GEOLOGICAL SURVEY BENCH MARK 50 A WAS FOUND AS DESCRIBED.
 DK0117'
 DK0117'THIS STATION WAS NOT OCCUPIED.
 DK0117
 DK0117                          STATION RECOVERY (1968)
 DK0117
 DK0117'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK0117'THE STATION WAS VISITED 2-22-68 AND THE STATION MARK, REFERENCE
 DK0117'MARK, NO. 1 NO. 2, AZIMUTH MARK AND 50 A (USGS) WERE FOUND
 DK0117'IN GOOD CONDITION.
 DK0117'
 DK0117'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF THE APPROXIMATE
 DK0117'CENTER OF WEBB IN THE SOUTHEAST ANGLE OF THE CROSSING OF
 DK0117'THE MAIN GRAVELED ROAD AT ALBIN WITH THE ILLINOIS CENTRAL
 DK0117'RAILROAD TRACK, IN THE EAST EDGE OF A NARROW GRAVELED ROAD,
 DK0117'6 MILES NORTHWEST OF GLENDORA AND IS IN THE SOUTHEAST 1/4
 DK0117'OF SECTION 30, T 24N, R 1W.  IT IS 192.5 FEET NORTHEAST
 DK0117'OF THE CENTER OF U.S. HIGHWAY 49E, 112 FEET SOUTHEAST OF
 DK0117'THE CENTER OF THE CROSSING, 45 FEET NORTHEAST OF THE NORTHEAST
 DK0117'RAIL, 95 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 DK0117'5 FEET NORTHEAST OF THE CENTER OF THE NARROW GRAVELED ROAD,
 DK0117'38.5 FEET SOUTHEAST OF A TELEPHONE LINE POLE WITH A GUY
 DK0117'WIRE, 27.5 FEET NORTHWEST OF A FENCE CORNER, 20 FEET WEST OF
 DK0117'THE SOUTHWEST CORNER OF AN ABANDONED STORE AND 19 FEET
 DK0117'EAST OF A WHITE WOODEN WITNESS POST.
 DK0117'
 DK0117'IT IS A STANDARD TRIANGULATION DISK, STAMPED ALBIN 1957
 DK0117'3 INCHES BELOW THE GROUND.
 DK0117'
 DK0117'REFERENCE MARK NO. 1 IS 71.56 FEET SOUTH SOUTHEAST OF THE
 DK0117'STATION.  IT IS 6 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DK0117'21 FEET SOUTHWEST OF THE CENTER OF A NARROW GRAVELED ROAD,
 DK0117'47 FEET SOUTH OF A FENCE CORNER, 33 FEET SOUTHWEST OF A
 DK0117'WOODEN FENCE AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 DK0117'IT IS A STANDARD DISK, STAMPED ALBIN NO 1 1957 PROJECTING 3
 DK0117'INCHES.
 DK0117'
 DK0117'REFERENCE MARK NO. 2 IS 80.99 FEET WEST NORTHWEST OF THE
 DK0117'STATION.  IT IS 32 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 DK0117'29 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 5.5
 DK0117'FEET NORTHEAST OF THE NORTHEAST RAIL, 51 FEET WEST OF A
 DK0117'TELEPHONE LINE POLE WITH A GUY WIRE, 50 FEET NORTH OF A
 DK0117'TELEPHONE LINE POLE WITH A GUY WIRE AND 2.5 FEET SOUTHWEST
 DK0117'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 DK0117'DISK, STAMPED ALBIN NO 2 1957 PROJECTING 6 INCHES.
 DK0117'
 DK0117'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 132.71
 DK0117'FEET.
 DK0117'
 DK0117'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS
 DK0117'165 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 49E, 3.5 FEET WEST
 DK0117'OF THE NORTHWEST CORNER OF AN IMPLEMENT SHED, 65.5 FEET SOUTHEAST
 DK0117'OF A POWER LINE POLE WITH THREE TRANSFORMERS, 59.5 FEET SOUTHWEST
 DK0117'OF THE SOUTHWEST CORNER OF THE GIN AND 2.5 FEET NORTHWEST OF A METAL
 DK0117'WITNESS POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE AZIMUTH.
 DK0117'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED ALBIN 1957, 6 INCHES
 DK0117'BELOW THE GROUND.
 DK0117'
 DK0117'50 A (USGS) IS 50.19 FEET NORTH NORTHWEST OF THE STATION,
 DK0117'64.24 FEET EAST OF R.M. 2, 69 FEET NORTHEAST OF THE NORTHEAST
 DK0117'RAIL, 47 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 DK0117'14.5 FEET NORTHEAST OF THE CENTER OF A NARROW GRAVELED ROAD,
 DK0117'23.5 FEET NORTHEAST OF A TELEPHONE LINE POLE WITH A GUY WIRE,
 DK0117'67 FEET SOUTHEAST OF A RAILROAD STOP SIGN, 2.5 FEET SOUTH
 DK0117'OF THE NORTHWEST CORNER OF AN OLD ABANDONED STORE.  IT IS
 DK0117'A U.S.G.S. BENCH MARK CAP ON TOP OF A 3 INCH IRON PIPE,
 DK0117'STAMPED PRIM MISS TRAV STA NO 50 A 1908 PROJECTING 8 INCHES.
 DK0117'
 DK0117'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WEBB GO
 DK0117'SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE
 DK0117'INTERSECTION OF U.S. HIGHWAY 49E.  TURN LEFT (SOUTHEAST)
 DK0117'AND CONTINUE ON U.S. HIGHWAY 49E FOR 2.5 MILES TO A CROSSROADS
 DK0117'AND THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 DK0117'AZIMUTH CONTINUE SOUTHEAST ON U.S. HIGHWAY 49E FOR 0.35
 DK0117'MILE TO THE ALBIN GIN COMPANY AND THE MARK ON THE LEFT AS
 DK0117'DESCRIBED.
 DK0117'
 DK0117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DK0117'SOUTHEAST OF WEBB.
 DK0117
 DK0117                          STATION RECOVERY (1968)
 DK0117
 DK0117'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0117'2.5 MI SE FROM WEBB.
 DK0117'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0117'WEBB IN THE SOUTHEAST ANGLE OF THE CROSSING OF THE MAIN GRAVELED ROAD
 DK0117'AT ALBIN WITH THE ILLINOIS CENTRAL RAILROAD TRACK, IN THE EAST EDGE OF
 DK0117'A NARROW GRAVELED ROAD, 6 MILES NORTHWEST OF GLENDORA AND IS IN THE
 DK0117'SOUTHEAST 1/4 OF SECTION 30, T 24N, R 1W.  IT IS 192 FEET NORTHEAST OF
 DK0117'THE CENTER OF U.S. HIGHWAY 49E, 112 FEET SOUTHEAST OF THE CENTER OF
 DK0117'THE CROSSING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 95 FEET
 DK0117'SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 5 FEET NORTHEAST OF THE
 DK0117'CENTER OF THE NARROW GRAVELED ROAD, 38.5 FEET SOUTHEAST OF A TELEPHONE
 DK0117'LINE POLE WITH A GUY WIRE, 27.5 FEET NORTHWEST OF A FENCE CORNER, 20
 DK0117'FEET WEST OF THE SOUTHWEST CORNER OF AN ABANDONED STORE, 19 FEET EAST
 DK0117'OF A WHITE WOODEN WITNESS POST, IS SET IN THE TOP OF AN 11 INCH SQUARE
 DK0117'CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK AND IS 3
 DK0117'INCHES BELOW THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN WEBB
 DK0117'GO SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE
 DK0117'INTERSECTION OF U.S. HIGHWAY 49E.  TURN LEFT (SOUTHEAST) AND CONTINUE
 DK0117'ON U.S. HIGHWAY 49E FOR 2.5 MILES TO A CROSSROADS AND THE MARK ON THE
 DK0117'LEFT AS DESCRIBED.
 DK0117
 DK0117                          STATION RECOVERY (1981)
 DK0117
 DK0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RPS)
 DK0117'MARK NOT FOUND.
 DK0117
 DK0117                          STATION RECOVERY (1981)
 DK0117
 DK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DK0117'THE STATION MARK, 50 A USGS AND THE AZIMUTH MARK WERE RECOVERED IN
 DK0117'GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT
 DK0117'THIS TIME DUE TO TREES.  REFERENCE MARK NO 1 AND NO 2 WERE FOUND
 DK0117'DESTROYED.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE. NO
 DK0117'SUITABLE LOCATION FOR A NEW AZIMUTH MARK WAS AVAILABLE.  A NEW
 DK0117'DESCRIPTION FOLLOWS.
 DK0117' 
 DK0117'TO REACH FROM THE JUNCTION OF US HIGHWAY 49E AND STATE HIGHWAY 32 EAST
 DK0117'AT WEBB, GO SOUTHEAST ON HIGHWAY 49E FOR 2.5 MI (4.0 KM) TO A
 DK0117'CROSSROAD, TURN LEFT CROSSING RAILROAD TRACKS TO A GRAVE DRIVE ON THE
 DK0117'RIGHT, JUST PAST TRACK AND STATION AS DESCRIBED.
 DK0117' 
 DK0117'STATION IS A STANDARD DISK, STAMPED--ALBIN 1957--, SET IN TOP OF A
 DK0117'SQUARE CONCRETE POST, 6 INCHES BELOW SURFACE OF GRAVEL DRIVE.  IT IS
 DK0117'IN GRAVEL DRIVE, 58.67 M (192.49 FT) NORTHEAST OF THE CENTER OF
 DK0117'HIGHWAY 49E, 34.14 M (112.01 FT) SOUTHEAST OF THE CENTER OF RAILROAD
 DK0117'CROSSING, 13.71 M (44.98 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 DK0117'TRACKS, 11.58 M (37.99 FT) SOUTH SOUTHEAST OF POWER POLE WITH A GUY
 DK0117'WIRE, 6.10 M (20.01 FT) WEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 DK0117'BUILDING.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED--ALBIN
 DK0117'1957 NO 3 1983--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 DK0117'GROUND.  IT IS 28.65 M (94.00 FT) SOUTH SOUTHEAST OF THE CENTER OF
 DK0117'RAILROAD CROSSING, 16.82 M (55.18 FT) WEST OF THE SOUTHWEST CORNER OF
 DK0117'ABANDONED BUILDING, 14.78 M (48.49 FT) SOUTHWEST OF POWER POLE WITH
 DK0117'GUY WIRE, 2.44 M (8.01 FT) NORTHEAST OF THE NORTHEAST RAIL OF TRACKS
 DK0117'AND 0.30 M (0.98 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.  50 A
 DK0117'(USGS) IS A USGS BENCH MARK DISK ON TOP OF A 3 INCH IRON PIPE,
 DK0117'STAMPED--PRIM MISS TRAV STA NO 50A 1908--, PROJECTING 8 INCHES.  IT IS
 DK0117'21.03 M (69.00 FT) NORTHEAST OF THE NORTHEAST RAIL OF TRACKS, 14.32 M
 DK0117'(46.98 FT) SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 7.01 M (23.00 FT)
 DK0117'EAST NORTHEAST OF POWER POLE WITH GUY WIRE, 4.42 M (14.50 FT)
 DK0117'NORTHEAST OF CENTER OF GRAVEL DRIVE, 0.76 M (2.49 FT) SOUTH OF THE
 DK0117'NORTHWEST CORNER OF ABANDONED BUILDING AND 0.37 M (1.21 FT) NORTHWEST
 DK0117'OF A FIBERGLASS WITNESS POST.  AZIMUTH MARK IS A STANDARD DISK,
 DK0117'STAMPED--ALBIN 1957--, SET IN TOP OF A SQUARE CONCRETE POST, 6 INCHES
 DK0117'BELOW SURFACE OF GROUND.  IT IS 50.29 M (164.99 FT) NORTHEAST OF THE
 DK0117'CENTER OF HIGHWAY 49E, 19.96 M (65.49 FT) SOUTHEAST OF A POWER POLE
 DK0117'WITH TRANSFORMERS, 1.07 M (3.51 FT) WEST OF THE NORTHWEST CORNER POST
 DK0117'OF METAL SHED AND 0.76 M (2.49 FT) NORTHWEST OF A METAL WITNESS POST
 DK0117'AND SIGN.  TO REACH AZIMUTH MARK FROM CROSSROADS AT STATION, GO
 DK0117'SOUTHEAST ON HIGHWAY 49E FOR 0.35 MI (0.56 KM) TO ALBIN GIN COMPANY
 DK0117'AND MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0116 ***********************************************************************
 DK0116  DESIGNATION -  ALBIN AZ MK
 DK0116  PID         -  DK0116
 DK0116  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0116  USGS QUAD   -  WEBB (1983)
 DK0116
 DK0116                         *CURRENT SURVEY CONTROL
 DK0116  ___________________________________________________________________
 DK0116* NAD 83(1986)-  33 54 49.     (N)    090 19 47.     (W)     SCALED    
 DK0116* NAVD 88     -        45.092  (meters)     147.94   (feet)  ADJUSTED  
 DK0116  ___________________________________________________________________
 DK0116  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0116  DYNAMIC HT  -          45.048 (meters)     147.79  (feet)  COMP
 DK0116  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 DK0116
 DK0116  VERT ORDER  -  SECOND    CLASS 0
 DK0116
 DK0116.The horizontal coordinates were scaled from a topographic map and have
 DK0116.an estimated accuracy of +/- 6 seconds.
 DK0116
 DK0116.The orthometric height was determined by differential leveling
 DK0116.and adjusted in June 1991.
 DK0116
 DK0116.The geoid height was determined by GEOID03.
 DK0116
 DK0116.The dynamic height is computed by dividing the NAVD 88
 DK0116.geopotential number by the normal gravity value computed on the
 DK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0116.degrees latitude (g = 980.6199 gals.).
 DK0116
 DK0116.The modeled gravity was interpolated from observed gravity values.
 DK0116
 DK0116;                    North         East    Units  Estimated Accuracy
 DK0116;SPC MS W     -   489,370.      700,330.      MT  (+/- 180 meters Scaled)
 DK0116
 DK0116                          SUPERSEDED SURVEY CONTROL
 DK0116
 DK0116  NGVD 29 (??/??/??)   45.113  (m)          148.01   (f) ADJUSTED    2 0
 DK0116
 DK0116.Superseded values are not recommended for survey control.
 DK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0116.See file dsdata.txt to determine how the superseded data were derived.
 DK0116
 DK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT468557(NAD 83)
 DK0116_MARKER: DZ = AZIMUTH MARK DISK
 DK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0116_STAMPING: ALBIN 1957
 DK0116_MARK LOGO: CGS   
 DK0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0116+STABILITY: SURFACE MOTION
 DK0116
 DK0116  HISTORY     - Date     Condition        Report By
 DK0116  HISTORY     - 1957     MONUMENTED       CGS
 DK0116  HISTORY     - 1968     GOOD             MSHD
 DK0116  HISTORY     - 1981     GOOD             USGS
 DK0116  HISTORY     - 19820127 GOOD             NGS
 DK0116
 DK0116                          STATION DESCRIPTION
 DK0116
 DK0116'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0116'2.8 MI SE FROM WEBB.
 DK0116'THE MARK IS LOCATED 2.8 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0116'WEBB NEAR THE NORTHEAST CORNER OF AN IMPLEMENT SHED OWNED BY THE ALBIN
 DK0116'GIN COMPANY, 5.8 MILES NORTHWEST OF GLENDORA AND IS IN THE NORTHWEST
 DK0116'1/4 OF SECTION 32, T 24N, R 1W.  IT IS 0.3 MILE SOUTHEAST OF THE
 DK0116'STATION, 165 FEET NORTHEAST OF THE CENTER OF U.S.HIGHWAY 49E, 3.5 FEET
 DK0116'WEST OF THE NORTHWEST CORNER OF AN IMPLEMENT SHED, 65.5 FEET SOUTHEAST
 DK0116'OF A POWER LINE POLE WITH THREE TRANSFORMERS, 59.5 FEET SOUTHWEST OF
 DK0116'THE SOUTHWEST CORNER OF THE GIN AND 2.5 FEET NORTHWEST OF A METAL
 DK0116'WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST, ABOUT
 DK0116'3 FEET BELOW THE LEVEL OF HIGHWAY 49E AND IS 6 INCHES BELOW THE
 DK0116'GROUND.  TO REACH FROM THE U.S. POST OFFICE IN WEBB GO SOUTHWEST ON
 DK0116'MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE INTERSECTION OF U.S.
 DK0116'HIGHWAY 49E.  TURN LEFT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 49E
 DK0116'FOR 2.85 MILES TO A SIDE ROAD RIGHT AND THE ALBIN GIN COMPANY AND THE
 DK0116'MARK ON THE LEFT AS DESCRIBED.
 DK0116
 DK0116                          STATION RECOVERY (1981)
 DK0116
 DK0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RPS)
 DK0116'RECOVERED IN GOOD CONDITION.
 DK0116
 DK0116                          STATION RECOVERY (1982)
 DK0116
 DK0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DK0116'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALBIN 1957 SET IN TOP OF A
 DK0116'SQUARE CONCRETE POST, 6 INCHES BELOW SURFACE OF GROUND.  IT IS 50.29
 DK0116'METERS (165.0 FEET) NORTHEAST OF THE CENTER OF HIGHWAY 49E, 19.96
 DK0116'METERS (65.5 FEET)SOUTHEAST OF A POWER POLE WITH TRANSFORMERS, 1.07
 DK0116'METERS (3.5 FEET) WEST OF THE NORTHWEST CORNER POST OF METAL SHED AND
 DK0116'0.76 METER (2.5 FEET) NORTHWEST OF A METAL WITNESS POST AND SIGN.  TO
 DK0116'REACH AZIMUTH MARK FROM CROSSROADS AT STATION, GO SOUTHEAST ON HIGHWAY
 DK0116'49E FOR 0.35 MILE TO ALBIN COMPANY AND MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0119 ***********************************************************************
 DK0119  DESIGNATION -  ALBIN RM 2
 DK0119  PID         -  DK0119
 DK0119  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0119  USGS QUAD   -  WEBB (1983)
 DK0119
 DK0119                         *CURRENT SURVEY CONTROL
 DK0119  ___________________________________________________________________
 DK0119* NAD 83(1986)-  33 54 50.     (N)    090 19 46.     (W)     SCALED    
 DK0119* NAVD 88     -        46.75   (+/-2cm)     153.4    (feet)  VERTCON   
 DK0119  ___________________________________________________________________
 DK0119  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK0119  VERT ORDER  -  ? (See Below)
 DK0119
 DK0119.The horizontal coordinates were scaled from a topographic map and have
 DK0119.an estimated accuracy of +/- 6 seconds.
 DK0119
 DK0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0119.The vertical order pertains to the NGVD 29 superseded value.
 DK0119
 DK0119.The geoid height was determined by GEOID03.
 DK0119
 DK0119;                    North         East    Units  Estimated Accuracy
 DK0119;SPC MS W     -   489,400.      700,360.      MT  (+/- 180 meters Scaled)
 DK0119
 DK0119                          SUPERSEDED SURVEY CONTROL
 DK0119
 DK0119  NGVD 29 (??/??/??)   46.780  (m)          153.48   (f) ADJUSTED    ?  
 DK0119
 DK0119.Superseded values are not recommended for survey control.
 DK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0119.See file dsdata.txt to determine how the superseded data were derived.
 DK0119
 DK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT469558(NAD 83)
 DK0119_MARKER: DR = REFERENCE MARK DISK
 DK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0119_STAMPING: ALBIN NO 2 1957
 DK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0119+STABILITY: SURFACE MOTION
 DK0119
 DK0119  HISTORY     - Date     Condition        Report By
 DK0119  HISTORY     - 1957     MONUMENTED       CGS
 DK0119  HISTORY     - 1968     GOOD             MSHD
 DK0119  HISTORY     - 1981     MARK NOT FOUND   USGS
 DK0119
 DK0119                          STATION DESCRIPTION
 DK0119
 DK0119'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0119'2.5 MI SE FROM WEBB.
 DK0119'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0119'WEBB IN THE SOUTHEAST ANGLE OF THE CROSSING OF THE MAIN GRAVELED ROAD
 DK0119'AT ALBIN WITH THE ILLINOIS CENTRAL RAILROAD TRACK, 6 MILES NORTHWEST
 DK0119'OF GLENDORA AND IS IN THE SOUTHEAST 1/4 OF SECTION 30, T 24N, R 1W. IT
 DK0119'IS 80.99 FEET WEST NORTHWEST OF THE STATION, 32 FEET SOUTHEAST OF THE
 DK0119'CENTER OF THE CROSSING, 29 FEET SOUTHEAST OF THE CENTER OF THE
 DK0119'GRAVELED ROAD, 5.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 51 FEET WEST
 DK0119'OF A TELEPHONE LINE POLE WITH A GUY WIRE, 50 FEET NORTH OF A TELEPHONE
 DK0119'LNE POLE WITH A GUY WIRE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST
 DK0119'ABOUT 0.5 FEET LOWER THAN THE TRACK AND PROJECTS 6 INCHES. TO REACH
 DK0119'FROM THE U.S. POST OFFICE IN WEBB GO SOUTHWEST ON MISSISSIPPI HIGHWAY
 DK0119'32 FOR 0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49E. TURN LEFT
 DK0119'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 49E FOR 2.5 MILES TO A
 DK0119'CROSSROADS AND THE MARK ON THE LEFT AS DESCRIBED.
 DK0119
 DK0119                          STATION RECOVERY (1981)
 DK0119
 DK0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RPS)
 DK0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2394 ***********************************************************************
 BW2394  DESIGNATION -  ALCORN COLLEGE WATER TANK
 BW2394  PID         -  BW2394
 BW2394  STATE/COUNTY-  MS/CLAIBORNE
 BW2394  USGS QUAD   -  RODNEY (1986)
 BW2394
 BW2394                         *CURRENT SURVEY CONTROL
 BW2394  ___________________________________________________________________
 BW2394* NAD 83(1993)-  31 52 28.02724(N)    091 08 25.29832(W)     ADJUSTED  
 BW2394* NAVD 88     -              **(meters)            **(feet)            
 BW2394  ___________________________________________________________________
 BW2394  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BW2394  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW2394  HORZ ORDER  -  THIRD
 BW2394
 BW2394.The horizontal coordinates were established by classical geodetic methods
 BW2394.and adjusted by the National Geodetic Survey in May 1994.
 BW2394
 BW2394
 BW2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2394
 BW2394.The geoid height was determined by GEOID03.
 BW2394
 BW2394;                    North         East     Units Scale Factor Converg.
 BW2394;SPC MS W     -   263,512.506   623,640.418   MT  1.00002188   -0 25 34.2
 BW2394;SPC MS W     -   864,540.61  2,046,060.27   sFT  1.00002188   -0 25 34.2
 BW2394;SPC LA N     -   153,199.091 1,128,637.044   MT  0.99991502   +0 43 07.8
 BW2394;SPC LA N     -   502,620.68  3,702,870.04   sFT  0.99991502   +0 43 07.8
 BW2394;UTM  15      - 3,528,027.546   675,905.569   MT  0.99998162   +0 58 56.1
 BW2394
 BW2394                          SUPERSEDED SURVEY CONTROL
 BW2394
 BW2394  NAD 83(1986)-  31 52 28.04014(N)    091 08 25.29500(W) AD(       ) 4
 BW2394  NAD 27      -  31 52 27.46124(N)    091 08 24.90345(W) AD(       ) 3
 BW2394
 BW2394.Superseded values are not recommended for survey control.
 BW2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2394.See file dsdata.txt to determine how the superseded data were derived.
 BW2394
 BW2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR7590628028(NAD 83)
 BW2394_MARKER: 53 = ELEVATED TANK
 BW2394
 BW2394  HISTORY     - Date     Condition        Report By
 BW2394  HISTORY     - 1948     FIRST OBSERVED   CGS
 BW2394  HISTORY     - 1956     GOOD             CGS
 BW2394  HISTORY     - 1970     GOOD             MSHD
 BW2394
 BW2394                          STATION DESCRIPTION
 BW2394
 BW2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2394'THIS WATER TANK IS LOCATED IN THE SOUTHWEST PART OF THE
 BW2394'ALCORN COLLEGE GROUNDS, ABOUT 10-3/4 MILES SOUTHWEST OF PORT
 BW2394'GIBSON, AND 7-1/2 MILES NORTHWEST OF LORMAN.  IT IS A FOUR
 BW2394'LEGGED STEEL STRUCTURE, 150 FEET HIGH, AND PAINTED BLACK.
 BW2394'
 BW2394'THE POINT INTERSECTION WAS THE LIGHT AT THE APEX OF THE ROOF.
 BW2394
 BW2394                          STATION RECOVERY (1956)
 BW2394
 BW2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2394'THE STATION WAS VISITED 5-19-56 AND FOUND IN GOOD CONDITION.
 BW2394'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 BW2394
 BW2394                          STATION RECOVERY (1970)
 BW2394
 BW2394'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2394'THE STATION IS LOCATED 7.5 MILES NORTHWEST OF LORMAN IN
 BW2394'THE SOUTHWEST PART OF THE ALCORN COLLEGE GROUNDS JUST SOUTH
 BW2394'OF THE LIBRARY AND SCIENCE BUILDING.  IT IS A TANK ATOP A
 BW2394'FOUR LEGGED STEEL STRUCTURE 150 FEET HIGH AND IS A RUSTY
 BW2394'COLOR.  THE POINT OBSERVED WAS THE LIGHT AT THE APEX OF THE
 BW2394'ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2475 ***********************************************************************
 BH2475  DESIGNATION -  ALDEN
 BH2475  PID         -  BH2475
 BH2475  STATE/COUNTY-  MS/GEORGE
 BH2475  USGS QUAD   -  MERRILL (1982)
 BH2475
 BH2475                         *CURRENT SURVEY CONTROL
 BH2475  ___________________________________________________________________
 BH2475* NAD 83(1993)-  30 57 06.65259(N)    088 38 00.98050(W)     ADJUSTED  
 BH2475* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BH2475  ___________________________________________________________________
 BH2475  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BH2475  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH2475  HORZ ORDER  -  SECOND
 BH2475
 BH2475.The horizontal coordinates were established by classical geodetic methods
 BH2475.and adjusted by the National Geodetic Survey in May 1994.
 BH2475
 BH2475.The orthometric height was scaled from a topographic map.
 BH2475
 BH2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2475
 BH2475.The geoid height was determined by GEOID03.
 BH2475
 BH2475;                    North         East     Units Scale Factor Converg.
 BH2475;SPC MS E     -   160,955.534   319,083.483   MT  0.99995449   +0 06 09.8
 BH2475;SPC MS E     -   528,068.28  1,046,859.73   sFT  0.99995449   +0 06 09.8
 BH2475;UTM  16      - 3,425,409.801   343,957.758   MT  0.99990036   -0 50 25.3
 BH2475
 BH2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2475!SPC MS E     -   0.99999567  x   0.99995449  =   0.99995016
 BH2475!UTM  16      -   0.99999567  x   0.99990036  =   0.99989603
 BH2475
 BH2475|---------------------------------------------------------------------|
 BH2475| PID    Reference Object                     Distance      Geod. Az  |
 BH2475|                                                           dddmmss.s |
 BH2475| DD8282 ALDEN RM 2                           38.700 METERS 03845     |
 BH2475| BH2474 TASKA                               189.517 METERS 31706     |
 BH2475| DD8281 ALDEN RM 1                           31.615 METERS 34051     |
 BH2475|---------------------------------------------------------------------|
 BH2475
 BH2475                          SUPERSEDED SURVEY CONTROL
 BH2475
 BH2475  NAD 83(1993)-  30 57 06.65953(N)    088 38 00.97696(W) AD(       ) 2
 BH2475  NAD 83(1986)-  30 57 06.67083(N)    088 38 00.98018(W) AD(       ) 2
 BH2475  NAD 27      -  30 57 06.00100(N)    088 38 00.88700(W) AD(       ) 2
 BH2475
 BH2475.Superseded values are not recommended for survey control.
 BH2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2475.See file dsdata.txt to determine how the superseded data were derived.
 BH2475
 BH2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4395825410(NAD 83)
 BH2475_MARKER: DS = TRIANGULATION STATION DISK
 BH2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2475
 BH2475  HISTORY     - Date     Condition        Report By
 BH2475  HISTORY     - 1921     MONUMENTED       CGS
 BH2475  HISTORY     - 1971     POOR             MSHD
 BH2475  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH2475
 BH2475                          STATION DESCRIPTION
 BH2475
 BH2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2475'STATION IS 3-7/8 MILES N OF LUCEDALE ON E RIGHT SIDE OF TRACK, 200
 BH2475'METERS N OF SECTION POST NO.6 ON E BANK OF FIRST CUT N OF SAID
 BH2475'SECTION POST, 10.24 METERS (33.60 FEET) E OF E AND NEAREST RAIL.
 BH2475'
 BH2475'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2475'CONCRETE.
 BH2475'
 BH2475'REFERENCE MARKS ARE ON SAME E SIDE ON TRACK E OF RAILROAD PROPERTY
 BH2475'FENCE LINE.  REFERENCE MARK NO.1, BLAZE ON OAK TREE.  REFERENCE MARK
 BH2475'NO.2 BLAZE ON PINE TREE.
 BH2475
 BH2475                          STATION RECOVERY (1971)
 BH2475
 BH2475'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2475'THE STATION WAS VISITED 5-5-71 AND THE STATION SURFACE MARK WAS FOUND
 BH2475'ON ITS SIDE.  THE DESCRIPTION IS NOT ADEQUATE ENOUGH TO FIND THE
 BH2475'UNDERGROUND MARK.
 BH2475'
 BH2475'THE STATION IS 3-7/8 MILES NORTH OF LUCEDALE ON THE EAST (RIGHT) SIDE
 BH2475'OF THE TRACK, 200 METERS NORTH OF SECTION POST NO. 6 ON THE EAST
 BH2475'BANK OF THE FIRST CUT NORTH OF SAID SECTION POST, 10.24 METERS (33.60
 BH2475'FEET) EAST OF THE EAST AND NEAREST RAIL.
 BH2475'
 BH2475'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2475'CONCRETE.
 BH2475'
 BH2475'THE REFERENCE MARKS ARE ON THE SAME (EAST) SIDE OF THE TRACK, EAST OF
 BH2475'RAILROAD PROPERTY FENCE LINE.  REFERENCE MARK NO.  1 IS A BLAZE ON AN
 BH2475'OAK TREE.  REFERENCE MARK NO. 2 IS A BLAZE ON A PINE TREE.
 BH2475
 BH2475                          STATION RECOVERY (1979)
 BH2475
 BH2475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RCP)
 BH2475'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2340 ***********************************************************************
 BW2340  DESIGNATION -  ALEEN
 BW2340  PID         -  BW2340
 BW2340  STATE/COUNTY-  MS/COPIAH
 BW2340  USGS QUAD   -  SMYRNA (1963)
 BW2340
 BW2340                         *CURRENT SURVEY CONTROL
 BW2340  ___________________________________________________________________
 BW2340* NAD 83(1993)-  31 45 10.01386(N)    090 37 12.05235(W)     ADJUSTED  
 BW2340* NAVD 88     -       154.41   (+/-2cm)     506.6    (feet)  VERTCON   
 BW2340  ___________________________________________________________________
 BW2340  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BW2340  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BW2340  HORZ ORDER  -  THIRD
 BW2340  VERT ORDER  -  THIRD ? (See Below)
 BW2340
 BW2340.The horizontal coordinates were established by classical geodetic methods
 BW2340.and adjusted by the National Geodetic Survey in May 1994.
 BW2340
 BW2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2340.The vertical order pertains to the NGVD 29 superseded value.
 BW2340
 BW2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2340
 BW2340.The geoid height was determined by GEOID03.
 BW2340
 BW2340;                    North         East     Units Scale Factor Converg.
 BW2340;SPC MS W     -   249,773.707   672,839.466   MT  0.99995909   -0 09 03.1
 BW2340;SPC MS W     -   819,465.90  2,207,474.15   sFT  0.99995909   -0 09 03.1
 BW2340;UTM  15      - 3,515,498.778   725,432.573   MT  1.00022681   +1 15 10.8
 BW2340
 BW2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2340!SPC MS W     -   0.99997983  x   0.99995909  =   0.99993892
 BW2340!UTM  15      -   0.99997983  x   1.00022681  =   1.00020663
 BW2340
 BW2340|---------------------------------------------------------------------|
 BW2340| PID    Reference Object                     Distance      Geod. Az  |
 BW2340|                                                           dddmmss.s |
 BW2340| CY3246 ALEEN RM 1                           27.758 METERS 17544     |
 BW2340| BW2360 PLEASANT HILL LOOKOUT TOWER         APPROX. 7.4 KM 2571304.5 |
 BW2340| CY3247 ALEEN RM 2                           59.010 METERS 28119     |
 BW2340| CY3245 ALEEN AZ MK                                        3474052.2 |
 BW2340|---------------------------------------------------------------------|
 BW2340
 BW2340                          SUPERSEDED SURVEY CONTROL
 BW2340
 BW2340  NAD 83(1986)-  31 45 10.02902(N)    090 37 12.04866(W) AD(       ) 3
 BW2340  NAD 27      -  31 45 09.43600(N)    090 37 11.69400(W) AD(       ) 3
 BW2340  NGVD 29 (07/19/86)  154.41   (m)          506.6    (f) LEVELING    3  
 BW2340
 BW2340.Superseded values are not recommended for survey control.
 BW2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2340.See file dsdata.txt to determine how the superseded data were derived.
 BW2340
 BW2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR2543315499(NAD 83)
 BW2340_MARKER: DS = TRIANGULATION STATION DISK
 BW2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2340
 BW2340  HISTORY     - Date     Condition        Report By
 BW2340  HISTORY     - 1948     MONUMENTED       CGS
 BW2340  HISTORY     - 1955     GOOD             CGS
 BW2340  HISTORY     - 1965     GOOD             MSHD
 BW2340
 BW2340                          STATION DESCRIPTION
 BW2340
 BW2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2340'STATION IS LOCATED ON PROPERTY OF MARVIN DOUGLAS, 16.5 MILES
 BW2340'SOUTHWEST OF THE COURTHOUSE IN HAZLEHURST VIA STATE HIGHWAY
 BW2340'20, ABOUT 13 MILES WEST-NORTHWEST OF WESSON, 1.15 MILES EAST
 BW2340'OF ALLEN POST OFFICE, 137 FEET NORTHEAST OF DOUGLAS HOUSE,
 BW2340'86 FEET SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD,
 BW2340'16 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 BW2340'INCHES, AND THE DISK IS STAMPED ALEEN 1948.
 BW2340'
 BW2340'REFERENCE MARK NO. 1 IS 91.07 FEET SOUTH OF STATION AND 1
 BW2340'FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND
 BW2340'THE DISK IS STAMPED ALEEN NO 1 1948.
 BW2340'
 BW2340'REFERENCE MARK NO. 2 IS 193.6 FEET WEST-NORTHWEST OF STATION
 BW2340'AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES,
 BW2340'AND THE DISK IS STAMPED ALEEN NO 2 1948.
 BW2340'
 BW2340'AZIMUTH MARK IS 0.2 MILE NORTH OF STATION, 53 FEET SOUTH
 BW2340'OF A TRACK ROAD, 2 FEET EAST OF A WHITE WITNESS POST, AND
 BW2340'1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 BW2340'AND THE DISK IS STAMPED ALEEN 1948.
 BW2340'
 BW2340'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON HIGHWAY 20
 BW2340'FOR 0.1 MILE TO A GATE ON RIGHT, TURN RIGHT THROUGH GATE AND
 BW2340'FOLLOW TRACK ROAD FOR 0.2 MILE TO EDGE OF FIELD, TURN RIGHT
 BW2340'HERE AND FOLLOW FENCE FOR 0.05 MILE TO MARK.
 BW2340'
 BW2340'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2340
 BW2340                          STATION RECOVERY (1955)
 BW2340
 BW2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2340'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2340'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BW2340'
 BW2340'THE STATION IS LOCATED 15.5 MILES SOUTHWEST OF HAZELHURST
 BW2340'AND 13 MILES WEST-NORTHWEST OF WESSON, IN THE NORTHEAST
 BW2340'QUARTER OF SECTION 17, T 9, R 6 E, AT THE INTERSECTION OF
 BW2340'THE NATCHEZ-HAZELHURST AND THE MIDDLETON ROADS ON PROPERTY
 BW2340'OWNED BY MARVIN DOUGLAS.  IT IS 136 FEET NORTHEAST OF THE
 BW2340'DOUGLAS HOME, 96 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BW2340'20, 29 FEET WEST OF A SIDE ROAD SOUTH (MIDDLETON ROAD), AND
 BW2340'31 FEET SOUTHEAST OF THE SOUTH END OF A GATE.  IT IS A
 BW2340'STANDARD DISK, STAMPED ALEEN 1948, PROJECTING 2 INCHES.
 BW2340'
 BW2340'REFERENCE MARK NO. 1 IS 91.07 FEET SOUTH OF THE STATION, 21
 BW2340'FEET WEST OF THE SIDE SOUTH, 13 FEET WEST OF A FENCE LINE AND
 BW2340'31 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BW2340'ALEEN NO 1 1948, FLUSH WITH THE GROUND.
 BW2340'
 BW2340'REFERENCE MARK NO. 2 IS 193.60 FEET WEST OF THE STATION, 93
 BW2340'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE DOUGLAS
 BW2340'HOUSE AND 76 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 BW2340'20.  IT IS 1 FOOT EAST OF A FENCE LINE.  IT IS A STANDARD
 BW2340'DISK, STAMPED ALEEN NO 2 1948, PROJECTING 2 INCHES.
 BW2340'
 BW2340'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 53 FEET
 BW2340'SOUTH OF A TRACK ROAD, 2 FEET SOUTH OF A WITNESS POST AND
 BW2340'1 FOOT SOUTH OF A FENCE LINE AND AT THE NORTH EDGE OF A
 BW2340'CULTIVATED FIELD AND THE SOUTH EDGE OF A TIMBER TRACT.  IT
 BW2340'IS A STANDARD DISK, STAMPED ALEEN 1948, PROJECTING 8 INCHES.
 BW2340'
 BW2340'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 BW2340'HIGHWAY 20 FOR 0.1 MILE TO A GATE AND FIELD ROAD RIGHT, LEADING
 BW2340'NORTH, TURN RIGHT AND GO 0.2 MILE TO A TRACK ROAD LEADING
 BW2340'EAST, TURN EAST AND GO 0.05 MILE TO THE MARK ON THE RIGHT.
 BW2340
 BW2340                          STATION RECOVERY (1965)
 BW2340
 BW2340'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2340'THE STATION WAS VISITED 12-1-65 AND ALL MARKS WERE FOUND
 BW2340'IN GOOD CONDITION.
 BW2340'
 BW2340'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2340'FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN
 BW2340'HAZLEHURST.  GO NORTH FOR 0.35 MILE TO HIGHWAY 28.  TURN
 BW2340'LEFT ON HIGHWAY 28 AND GO 0.95 MILE TO A CONCRETE BRIDGE
 BW2340'OVER HIGHWAY 55.  CONTINUE FOR 15.4 MILE TO THE MARVIN DOUGLAS
 BW2340'DRIVEWAY AND MARK ON THE LEFT.  (TO REACH THE AZIMUTH CONTINUE
 BW2340'FOR 0.1 MILE TO A GREEN WOODEN GATE ON THE RIGHT.  TURN RIGHT
 BW2340'AND GO 0.2 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 BW2340'AND GO 0.05 MILE TO THE MARK ON THE RIGHT.
 BW2340'
 BW2340'STATION DISK IS STAMPED ALEEN (1948) AND PROJECTS 2 INCHES.
 BW2340'IT IS 98 FEET SOUTH OF CENTER OF HIGHWAY 28, 34 FEET SOUTH
 BW2340'OF CENTER OF DRIVE, 20.3 FEET SOUTHWEST OF FENCE CORNER AND
 BW2340'15.4 FEET SOUTH OF A METAL WITNESS POST.
 BW2340'
 BW2340'R.M. 1 IS 39 FEET NORTHWEST OF NORTHEAST CORNER OF GARDEN,
 BW2340'29 FEET WEST OF A FARM ROAD AND 13 FEET WEST OF A FENCE LINE,
 BW2340'IS STAMPED ALEEN NO 1 1948 AND FLUSH WITH THE GROUND.
 BW2340'
 BW2340'R.M. 2 IS 93 FEET NORTHWEST OF NORTHWEST CORNER OF DOUGLAS
 BW2340'HOUSE, 76 FEET SOUTH OF CENTER OF HIGHWAY 28, 56 FEET SOUTHWEST
 BW2340'OF A ROW MARKER, 25.2 FEET SOUTH OF A FENCE AND 1 FOOT EAST
 BW2340'OF A FENCE LINE, IS STAMPED ALEEN NO 2 (1948) A PROJECTS
 BW2340'2 INCHES
 BW2340'
 BW2340'AZIMUTH MARK IS 53 FEET SOUTH OF A TRACK ROAD, 7.6 FEET SOUTH
 BW2340'OF A 8-INCH PINE, 1.5 FEET SOUTH OF A METAL WITNESS POST
 BW2340'AND 1.3 FEET SOUTH OF A FENCE, IS STAMPED ALEEN (1948) AND
 BW2340'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2203 ***********************************************************************
 BW2203  DESIGNATION -  ALLEN
 BW2203  PID         -  BW2203
 BW2203  STATE/COUNTY-  MS/COPIAH
 BW2203  USGS QUAD   -  STRONGHOPE (1972)
 BW2203
 BW2203                         *CURRENT SURVEY CONTROL
 BW2203  ___________________________________________________________________
 BW2203* NAD 83(1993)-  31 44 58.11931(N)    090 20 02.31471(W)     ADJUSTED  
 BW2203* NAVD 88     -       141.58   (+/-2cm)     464.5    (feet)  VERTCON   
 BW2203  ___________________________________________________________________
 BW2203  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BW2203  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW2203  HORZ ORDER  -  FIRST
 BW2203  VERT ORDER  -  THIRD ? (See Below)
 BW2203
 BW2203.The horizontal coordinates were established by classical geodetic methods
 BW2203.and adjusted by the National Geodetic Survey in May 1994.
 BW2203
 BW2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2203.The vertical order pertains to the NGVD 29 superseded value.
 BW2203
 BW2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2203
 BW2203.The geoid height was determined by GEOID03.
 BW2203
 BW2203;                    North         East     Units Scale Factor Converg.
 BW2203;SPC MS W     -   249,371.606   699,939.082   MT  0.99995000   -0 00 01.2
 BW2203;SPC MS W     -   818,146.68  2,296,383.47   sFT  0.99995000   -0 00 01.2
 BW2203;UTM  15      - 3,515,760.844   752,543.450   MT  1.00038666   +1 24 13.0
 BW2203
 BW2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2203!SPC MS W     -   0.99998185  x   0.99995000  =   0.99993185
 BW2203!UTM  15      -   0.99998185  x   1.00038666  =   1.00036851
 BW2203
 BW2203|---------------------------------------------------------------------|
 BW2203| PID    Reference Object                     Distance      Geod. Az  |
 BW2203|                                                           dddmmss.s |
 BW2203| CY3256 ALLEN RM 1                           53.160 METERS 00127     |
 BW2203| BW0118 BROOKHAVEN N BASE                   APPROX. 8.9 KM 2250730.1 |
 BW2203| CY3255 ALLEN AZ MK                                        2250841.6 |
 BW2203| BW2202 ALLEN 2                               9.571 METERS 23909     |
 BW2203| CY3257 ALLEN RM 2                           26.133 METERS 23909     |
 BW2203|---------------------------------------------------------------------|
 BW2203
 BW2203                          SUPERSEDED SURVEY CONTROL
 BW2203
 BW2203  NAD 83(1986)-  31 44 58.13457(N)    090 20 02.31141(W) AD(       ) 1
 BW2203  NAD 27      -  31 44 57.54400(N)    090 20 01.98400(W) AD(       ) 1
 BW2203  NGVD 29 (07/19/86)  141.58   (m)          464.5    (f) LEVELING    3  
 BW2203
 BW2203.Superseded values are not recommended for survey control.
 BW2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2203.See file dsdata.txt to determine how the superseded data were derived.
 BW2203
 BW2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5254315761(NAD 83)
 BW2203_MARKER: DS = TRIANGULATION STATION DISK
 BW2203_SETTING: 0 = UNSPECIFIED SETTING
 BW2203
 BW2203  HISTORY     - Date     Condition        Report By
 BW2203  HISTORY     - 1946     MONUMENTED       CGS
 BW2203  HISTORY     - 1955     GOOD             CGS
 BW2203  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BW2203
 BW2203                          STATION DESCRIPTION
 BW2203
 BW2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2203'THIS STATION IS APPROXIMATELY 5-1/2 MILES NW OF WESSON, 5-1/2
 BW2203'MILES SE OF MARTINSVILLE, IN THE SE QUARTER OF SEC. 18, T. 9 N.,
 BW2203'R. 9 E., ON LAND OWNED BY L.R. ALLEN.  THE MARK IS IN THE NW
 BW2203'CORNER OF A SMALL PASTURE, 165 FEET S OF A GRAVEL ROAD FORKS,
 BW2203'20 FEET S OF A STANDARD WITNESS POST, 30 FEET SSE OF A WIRE GATE,
 BW2203'AND ABOUT 100 YARDS S OF A FARMHOUSE.
 BW2203'
 BW2203'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2203'ALLEN 1946, AND PROJECTS 1 INCH.  UNDERGROUND MARK IS A BRONZE
 BW2203'STATION DISK SET IN CONCRETE.
 BW2203'
 BW2203'REFERENCE MARK 1 IS 174.41 FEET (53.160 METERS) N OF THE STATION,
 BW2203'30 FEET W OF A GRAVEL ROAD FORKS, AND 10 FEET N OF A 12-INCH OAK
 BW2203'TREE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED
 BW2203'ALLEN NO 1 1946, AND PROJECTS 3 INCHES.
 BW2203'
 BW2203'REFERENCE MARK 2 IS 85.72 FEET (26.129 METERS) SW OF THE STATION,
 BW2203'32 FEET E OF A GRAVEL ROAD, AND 54 FEET W OF A POWER-TRANSMISSION
 BW2203'LINE POLE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED
 BW2203'ALLEN NO 2 1946, AND PROJECTS 4 INCHES.
 BW2203'
 BW2203'THE AZIMUTH MARK IS SET IN THE TOP OF A CONCRETE POST LOCATED IN
 BW2203'THE FRONT YARD OF A FARMHOUSE, 64 FEET SE OF THE SE CORNER OF
 BW2203'THE FARMHOUSE, 15 FEET S OF THE FARM LANE, 77 FEET W OF A GRAVEL
 BW2203'ROAD, AND 4 FEET E OF A STANDARD WITNESS POST.  IT IS A BRONZE
 BW2203'AZIMUTH DISK, STAMPED ALLEN 1946, AND PROJECTS 4 INCHES.
 BW2203'
 BW2203'TO REACH THE STATION FROM WESSON, AT THE CAUTION LIGHT, GO N
 BW2203'ON U.S. HIGHWAY 51 FOR 1.35 MILES TO A SIDE ROAD E, TURN RIGHT
 BW2203'(E) AND GO 0.35 MILE TO A POINT JUST ACROSS THE RAILROAD TRACKS
 BW2203'AT L.M. WILSON STORE, TURN LEFT (N) AND FOLLOW THE MAIN GRAVEL
 BW2203'ROAD NE FOR 2.85 MILES TO A ROAD FORK, TAKE THE LEFT FORK AND
 BW2203'GO 1.3 MILES TO THE STATION IN THE S CORNER OF THE ROAD FORK.
 BW2203'
 BW2203'TO REACH THE AZIMUTH MARK, GO S FROM THE STATION ON GRAVEL
 BW2203'ROAD FOR 0.25 MILE TO MARK ON THE RIGHT IN THE FARMYARD AS
 BW2203'DESCRIBED.
 BW2203'
 BW2203'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2203
 BW2203                          STATION RECOVERY (1955)
 BW2203
 BW2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2203'THE STATION WAS VISITED 10-13-55 AND ALL MARKS WERE FOUND IN
 BW2203'GOOD CONDITION.  THE 1946 DESCRIPTION BY W.J.C. IS ADEQUATE.
 BW2203
 BW2203                          STATION RECOVERY (1963)
 BW2203
 BW2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BW2203'THE STATION WAS VISITED 3-11-63 AND THE STATION MARK, AZIMUTH MARK
 BW2203'AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2203'MARK NO. 1 WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED AT
 BW2203'THIS DATE.  THE AZIMUTH MARK WAS NOT VISIALBE FROM THE GROUND AT
 BW2203'THE STATION AND WAS IMPOSSIBLE TO CLEAR A LINE BETWEEN THE MARKS,
 BW2203'THEREFORE A NEW AZIMUTH WAS NOT ESTABLISHED FOR THE NEW STATION
 BW2203'AND THE OLD ONE WAS DESTROYED AT THIS DATE.  THE STATION WAS
 BW2203'REQUESTED MOVED BY THE COPIAH COUNTY ENGINEER.  THIS WAS DONE BY
 BW2203'ESTABLISHING STATION ALLEN 2 1963, ON LINE AND TOWARD
 BW2203'REFERENCE MARK NO. 2 A DISTANCE OF 9.571 METERS.  REFERENCE
 BW2203'MARK NO. 3 WAS ESTABLISHED FOR THE NEW STATION.  REFERENCE
 BW2203'MARK NO. 2 WAS USED A A REFERENCE MARK FOR THE NEW STATION.
 BW2203'THE SURFACE MARK FOR THE STATION WAS RECLAIMED AT THIS DATE.
 BW2203'THE DISK FOR THE SUB-SURFACE MARK WILL BE DESTROYED DURING
 BW2203'CONSTRUCTION OF THE NEW HIGHWAY.
 BW2203'
 BW2203'SEE DESCRIPTION FOR ALLEN 2 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2748 ***********************************************************************
 CP2748  DESIGNATION -  ALLEN
 CP2748  PID         -  CP2748
 CP2748  STATE/COUNTY-  MS/WARREN
 CP2748  USGS QUAD   -  WILLOWS (1973)
 CP2748
 CP2748                         *CURRENT SURVEY CONTROL
 CP2748  ___________________________________________________________________
 CP2748* NAD 83(1993)-  32 06 30.19191(N)    090 57 26.86785(W)     ADJUSTED  
 CP2748* NAVD 88     -        35.21   (+/-2cm)     115.5    (feet)  VERTCON   
 CP2748  ___________________________________________________________________
 CP2748  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP2748  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2748  HORZ ORDER  -  THIRD
 CP2748  VERT ORDER  -  THIRD ? (See Below)
 CP2748
 CP2748.The horizontal coordinates were established by classical geodetic methods
 CP2748.and adjusted by the National Geodetic Survey in May 1994.
 CP2748
 CP2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2748.The vertical order pertains to the NGVD 29 superseded value.
 CP2748
 CP2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2748
 CP2748.The geoid height was determined by GEOID03.
 CP2748
 CP2748;                    North         East     Units Scale Factor Converg.
 CP2748;SPC MS W     -   289,337.980   641,095.917   MT  0.99999277   -0 19 54.3
 CP2748;SPC MS W     -   949,269.69  2,103,328.85   sFT  0.99999277   -0 19 54.3
 CP2748;SPC LA N     -   179,366.223 1,145,570.888   MT  0.99992026   +0 48 55.9
 CP2748;SPC LA N     -   588,470.68  3,758,427.16   sFT  0.99992026   +0 48 55.9
 CP2748;UTM  15      - 3,554,275.957   692,719.101   MT  1.00005805   +1 05 09.6
 CP2748
 CP2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2748!SPC MS W     -   0.99999861  x   0.99999277  =   0.99999138
 CP2748!SPC LA N     -   0.99999861  x   0.99992026  =   0.99991887
 CP2748!UTM  15      -   0.99999861  x   1.00005805  =   1.00005666
 CP2748
 CP2748:                Primary Azimuth Mark                     Grid Az
 CP2748:SPC MS W     -  ALLEN AZ MK                              190 22 05.0
 CP2748:SPC LA N     -  ALLEN AZ MK                              189 13 14.8
 CP2748:UTM  15      -  ALLEN AZ MK                              188 57 01.1
 CP2748
 CP2748|---------------------------------------------------------------------|
 CP2748| PID    Reference Object                     Distance      Geod. Az  |
 CP2748|                                                           dddmmss.s |
 CP2748| CY3258 ALLEN AZ MK                                        1900210.7 |
 CP2748| CP0746 J 58                                 35.017 METERS 25612     |
 CP2748| CY3259 ALLEN RM 1                           27.228 METERS 34459     |
 CP2748|---------------------------------------------------------------------|
 CP2748
 CP2748                          SUPERSEDED SURVEY CONTROL
 CP2748
 CP2748  NAD 83(1986)-  32 06 30.20500(N)    090 57 26.86442(W) AD(       ) 3
 CP2748  NAD 27      -  32 06 29.65236(N)    090 57 26.48179(W) AD(       ) 3
 CP2748  NGVD 29 (07/19/86)   35.24   (m)          115.6    (f) LEVELING    3  
 CP2748
 CP2748.Superseded values are not recommended for survey control.
 CP2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2748.See file dsdata.txt to determine how the superseded data were derived.
 CP2748
 CP2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9271954276(NAD 83)
 CP2748_MARKER: DS = TRIANGULATION STATION DISK
 CP2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2748
 CP2748  HISTORY     - Date     Condition        Report By
 CP2748  HISTORY     - 1948     MONUMENTED       CGS
 CP2748  HISTORY     - 1957     GOOD             CGS
 CP2748  HISTORY     - 1986     GOOD             MSU
 CP2748
 CP2748                          STATION DESCRIPTION
 CP2748
 CP2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2748'STATION IS ON PROPERTY OF ALLEN COOPERAGE, ABOUT 5.0 MILES
 CP2748'SOUTH-SOUTHWEST OF YOKENA, 2.3 MILES WEST OF U.S. HIGHWAY
 CP2748'61, 179 FEET EAST OF THE DEPOT IN ALLEN, 124 FEET NORTH
 CP2748'OF A DIRT ROAD, 28 FEET EAST OF A DIRT ROAD, AND 7 FEET
 CP2748'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES,
 CP2748'AND THE DISK IS STAMPED ALLEN 1948.
 CP2748'
 CP2748'REFERENCE MARK NO. 1 IS 89.33 FEET NORTH OF STATION AND
 CP2748'17 FEET SOUTHWEST OF A LARGE OAK TREE.  THE MARK PROJECTS
 CP2748'2 INCHES, AND THE DISK IS STAMPED ALLEN NO 1 1948.
 CP2748'
 CP2748'B.M. J58 1935 (U.S.C. AND G.S.), USED AS A SECOND REFERENCE
 CP2748'MARK, IS 114.88 FEET WEST OF STATION BY A TRAVERSE CONNECTION,
 CP2748'77 FEET SOUTHEAST OF THE ALLEN DEPOT, 42 FEET EAST OF THE
 CP2748'RAILROAD TRACK, AND 3 FEET NORTHWEST OF A POWER POLE.  THE
 CP2748'MARK IS 6 INCHES UNDERGROUND, AND THE DISK IS STAMPED J 58 1935.
 CP2748'
 CP2748'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF STATION, 22
 CP2748'FEET NORTH OF A WIRE FENCE, 15 FEET NORTHEAST OF A TELEPHONE
 CP2748'POLE, AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 CP2748'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ALLEN 1948.
 CP2748'
 CP2748'TO REACH STATION FROM THE POST OFFICE IN YOKENA, GO SOUTH
 CP2748'ON U.S. HIGHWAY 61 FOR 5.3 MILES TO A SIDE ROAD RIGHT, TURN
 CP2748'RIGHT AND GO 2.3 MILES TO STATION ON RIGHT.
 CP2748'
 CP2748'TO REACH AZIMUTH MARK FROM STATION, GO WEST ACROSS RAILROAD
 CP2748'TRACK, TURN LEFT AND FOLLOW LANE FOR 0.3 MILE TO AZIMUTH
 CP2748'MARK JUST OVER THE FENCE ON RIGHT.
 CP2748'
 CP2748'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2748
 CP2748                          STATION RECOVERY (1957)
 CP2748
 CP2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2748'THE STATION WAS VISITED 1-24-57 AND ALL MARKS WERE FOUND
 CP2748'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CP2748'
 CP2748'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF
 CP2748'YOKENA, 1.75 MILE WEST OF U.S. HIGHWAY 61, AND 1.25 MILE
 CP2748'NORTH ALONG THE ILLINOIS CENTRAL RAILROAD TRACKS FROM THE
 CP2748'RAILROAD BRIDGE OVER THE BIG BLACK RIVER, AT THE ALLEN SIDING
 CP2748'ON THE ILLINOIS CENTRAL RAILROAD, ON PROPERTY OWNED BY THE
 CP2748'ANDERSON TULLY CO.  IT IS 197 FEET EAST OF THE EAST RAIL
 CP2748'OF THE MAIN TRACK, 134 FEET NORTH OF THE CENTER OF A DIRT
 CP2748'ROAD LEADING TO THE TRACKS, 31 FEET EAST OF A LANE LEADING
 CP2748'NORTH, 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 CP2748'IRON CATTLE GUARD, 125 FEET NORTHEAST OF A FENCE CORNER,
 CP2748'110 FEET NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 CP2748'AND 7 FEET NORTH OF A WITNESS POST.  IT IS AT THE FOOT OF
 CP2748'A SMALL KNOLL.  IT IS A STANDARD DISK STAMPED ALLEN 1948,
 CP2748'FLUSH WITH THE GROUND.
 CP2748'
 CP2748'REFERENCE MARK NO. 1 IS 89.33 FEET NORTH OF THE STATION,
 CP2748'19 FEET WEST OF THE CENTER OF THE LANE LEADING NORTH, 16
 CP2748'FEET SOUTHWEST OF A 36-INCH OAK TREE, 46 FEET SOUTH-SOUTHWEST
 CP2748'OF A 30-INCH OAK TREE AND 41 FEET EAST-NORTHEAST OF A POWER
 CP2748'POLE.  IT IS A STANDARD DISK, STAMPED ALLEN NO 1 1948, FLUSH
 CP2748'WITH THE GROUND.
 CP2748'
 CP2748'BM J 58 WAS USED AS REFERENCE MARK NO. 2.  IT IS 114.88
 CP2748'FEET WEST OF THE STATION 3 FEET NORTH OF THE SECOND TELEGRAPH
 CP2748'POLE NORTH OF THE ROAD, 19 FEET WEST OF A FENCE LINE, 81.5
 CP2748'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 26 FEET SOUTH
 CP2748'OF THE PROJECTED PLANE OF THE NORTH SIDE OF THE HOUSE ON
 CP2748'THE WEST SIDE OF THE TRACK AND 97 FEET NORTH OF THE CENTER
 CP2748'OF THE ROAD CROSSING.  IT IS A STANDARD BENCH MARK DISK,
 CP2748'STAMPED J 58 1935 109.931, FLUSH WITH THE GROUND.
 CP2748'
 CP2748'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, ABOUT
 CP2748'30 YARDS NORTH OF A LARGE VACANT HOUSE WITH AN IRON YARD
 CP2748'FENCE, 4 FEET NORTH OF A WITHNESS POST, 15 FEET NORTH OF
 CP2748'A TELEPHONE POLE, 22 FEET WEST OF A FENCE LINE, 82 FEET
 CP2748'NORTH-NORTHEAST OF A 4-FOOT OAK TREE, 39 FEET EAST OF A
 CP2748'LARGE LONE PINE TREE AND ABOUT 75 YARDS NORTHWEST OF THE
 CP2748'RAILROAD TRACKS.  IT IS A STANDARD DISK, STAMPED ALLEN 1948,
 CP2748'FLUSH WITH THE GROUND.
 CP2748'
 CP2748'TO REACH THE STATION FROM THE JACK OGLE STORE AND POST OFFICE
 CP2748'IN YOKENA, GO SOUTH ON U.S. HIGHWAY 61 FOR 4.5 MILES TO
 CP2748'A SIDE ROAD RIGHT TO THE ANDERSON TULLY CO. RANCH, TURN
 CP2748'RIGHT AND GO 0.2 MILE TO A T ROAD AND TWO LARGE SHEDS ON
 CP2748'THE LEFT, TURN LEFT AND PASS BETWEEN THE TWO SHEDS, THEN
 CP2748'TURN RIGHT PASSING TO THE EAST OF THE SECOND SHED AND CONTINUE
 CP2748'ON FARM ROAD FOR 0.8 MILE TO A T ROAD, TURN RIGHT AND FOLLOW
 CP2748'WINDING DIRT ROAD FOR 1.85 MILES TO A FARM LANE LEADING
 CP2748'NORTH, ABOUT 75 FEET EAST OF THE ILLINOIS CENTRAL RAILROAD
 CP2748'TRACKS, TURN RIGHT PASSING THROUGH A WIRE GATE AND GO NORTH
 CP2748'FOR ABOUT 125 FEET TO THE STATION ON THE RIGHT.
 CP2748'
 CP2748'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH TO
 CP2748'THE RAILROAD CROSSING, TURN SOUTH ALONG THE WEST SIDE OF
 CP2748'THE TRACK FOR 0.15 MILE TO A FORK IN FRONT OF A LARGE BARN,
 CP2748'TAKE LEFT FORK AND GO SOUTH ABOUT 130 YARDS TO A GATE AND
 CP2748'A LARGE OAK TREE ON THE RIGHT, CONTINUE ABOUT 200 FEET TO
 CP2748'A HOUSE WITH AN IRON YARD FENCE AND THE MARK ON THE RIGHT.
 CP2748
 CP2748                          STATION RECOVERY (1986)
 CP2748
 CP2748'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (BDF)
 CP2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1778 ***********************************************************************
 EG1778  DESIGNATION -  ALLEN
 EG1778  PID         -  EG1778
 EG1778  STATE/COUNTY-  MS/YALOBUSHA
 EG1778  USGS QUAD   -  PINE VALLEY (1983)
 EG1778
 EG1778                         *CURRENT SURVEY CONTROL
 EG1778  ___________________________________________________________________
 EG1778* NAD 83(1993)-  34 02 30.08663(N)    089 32 41.14571(W)     ADJUSTED  
 EG1778* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 EG1778  ___________________________________________________________________
 EG1778  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 EG1778  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EG1778  HORZ ORDER  -  FIRST
 EG1778
 EG1778.The horizontal coordinates were established by classical geodetic methods
 EG1778.and adjusted by the National Geodetic Survey in May 1994.
 EG1778
 EG1778.The orthometric height was scaled from a topographic map.
 EG1778
 EG1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1778
 EG1778.The geoid height was determined by GEOID03.
 EG1778
 EG1778;                    North         East     Units Scale Factor Converg.
 EG1778;SPC MS W     -   503,851.946   772,813.544   MT  1.00001533   +0 26 29.2
 EG1778;SPC MS W     - 1,653,054.26  2,535,472.44   sFT  1.00001533   +0 26 29.2
 EG1778;SPC MS E     -   503,799.747   234,309.526   MT  1.00000317   -0 23 53.8
 EG1778;SPC MS E     - 1,652,883.00    768,730.50   sFT  1.00000317   -0 23 53.8
 EG1778;UTM  16      - 3,769,700.112   265,082.492   MT  1.00028034   -1 25 30.7
 EG1778
 EG1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1778!SPC MS W     -   0.99998082  x   1.00001533  =   0.99999615
 EG1778!SPC MS E     -   0.99998082  x   1.00000317  =   0.99998399
 EG1778!UTM  16      -   0.99998082  x   1.00028034  =   1.00026115
 EG1778
 EG1778|---------------------------------------------------------------------|
 EG1778| PID    Reference Object                     Distance      Geod. Az  |
 EG1778|                                                           dddmmss.s |
 EG1778| CG3115 ALLEN RM 3                           36.799 METERS 04303     |
 EG1778| CG3111 ALLEN AZ MK                                        0534759.8 |
 EG1778| CG3113 ALLEN RM 1                           23.796 METERS 05955     |
 EG1778| DJ2029 SPURGEON                            APPROX. 9.6 KM 2122758.4 |
 EG1778| CG3114 ALLEN RM 2                           20.572 METERS 29348     |
 EG1778| EG1783 WATER VALLEY MUN STANDPIPE          APPROX.15.2 KM 3264740.5 |
 EG1778|---------------------------------------------------------------------|
 EG1778
 EG1778                          SUPERSEDED SURVEY CONTROL
 EG1778
 EG1778  NAD 83(1986)-  34 02 30.09801(N)    089 32 41.14282(W) AD(       ) 1
 EG1778  NAD 27      -  34 02 29.69400(N)    089 32 40.84900(W) AD(       ) 1
 EG1778
 EG1778.Superseded values are not recommended for survey control.
 EG1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1778.See file dsdata.txt to determine how the superseded data were derived.
 EG1778
 EG1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6508269700(NAD 83)
 EG1778_MARKER: DS = TRIANGULATION STATION DISK
 EG1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1778
 EG1778  HISTORY     - Date     Condition        Report By
 EG1778  HISTORY     - 1934     MONUMENTED       CGS
 EG1778  HISTORY     - 1977     GOOD             NGS
 EG1778
 EG1778                          STATION DESCRIPTION
 EG1778
 EG1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1778'ABOUT 8.75 MILES NORTHEAST OF COFFEEVILLE, 2.25 MILES SOUTHWEST OF
 EG1778'PINE VALLEY, IN
 EG1778'THE SOUTHEAST QUARTER OF SEC 10, T 25 N, R 7 E, ON
 EG1778'THE PROPERTY OF CHARLES J ALLEN,
 EG1778'ON A HEAVILY WOODED RIDGE, ABOUT 50
 EG1778'YARDS WEST OF THE MAIN ROAD, 20 FEET NORTHEAST OF A
 EG1778'LEANING 15-INCH
 EG1778'RED OAK, 54 FEET NORTH-NORTHWEST OF A 6-INCH PINE WITH A TRIANGULAR
 EG1778'BLAZE, 58.5 FEET
 EG1778'NORTHWEST OF AN 8-INCH RED OAK WITH A TRIANGULAR
 EG1778'BLAZE, AND 32 FEET SOUTH OF A
 EG1778'WOODS-ROAD.
 EG1778'
 EG1778'TO REACH FROM THE RAILROAD STATION IN COFFEEVILLE, GO NORTHEAST FOR
 EG1778'0.05 MILE AND TURN
 EG1778'LEFT, FOLLOW ROAD TOWARDS PINE VALLEY 0.9 MILE TO
 EG1778'FORKS, TAKE RIGHT FORK AND GO 2.75
 EG1778'MILES TO CROSSROADS, TURN LEFT AND
 EG1778'GO 4.25 MILES TO FORKS, TAKE LEFT FORK AND PROCEED
 EG1778'0.75 MILE TO
 EG1778'FORKS, TAKE RIGHT FORK AND GO 0.4 MILE, KEEP STRAIGHT AHEAD AT ROAD
 EG1778'TO RIGHT, PROCEED
 EG1778'0.1 MILE AND KEEP STRAIGHT AHEAD AT ROAD TO RIGHT,
 EG1778'FOLLOW 1.35 MILES TO CROSSROADS,
 EG1778'KEEP STRAIGHT AHEAD FOR 0.55 MILE TO
 EG1778'SMALL RISE ON LEFT AND STATION.
 EG1778'
 EG1778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1778'DISKS SET IN CONCRETE.
 EG1778'
 EG1778'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 6 FEET SOUTH OF THE
 EG1778'CENTER LINE OF A
 EG1778'WOODS-ROAD.
 EG1778'
 EG1778'REFERENCE MARK NO 2 IS WEST OF THE STATION, 17 FEET EAST OF A 9-INCH
 EG1778'BLACK OAK.
 EG1778'
 EG1778'AZIMUTH MARK IS NORTHEAST OF THE STATION IN A CLEARING ON THE WEST
 EG1778'BANK OF THE ROAD,
 EG1778'15 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 EG1778'ROAD, AND 40 FEET SOUTH-SOUTHWEST OF
 EG1778'A 30-INCH OAK.
 EG1778'
 EG1778'A 64-FOOT TOWER IS NECESSARY TO CLEAR ALL LINES.
 EG1778'
 EG1778'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 EG1778
 EG1778                          STATION RECOVERY (1977)
 EG1778
 EG1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EG1778'THE STATION WAS VISITED 2-2-77 AND THE STATION MARK AND REFERENCE
 EG1778'MARK NO 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1
 EG1778'MONUMENT WAS FOUND BROKEN OFF AND THE DISK MISSING.  THE AZIMUTH
 EG1778'MARK WAS NOT FOUND AND BELIEVED TO HAVE BEEN DESTROYED WHEN ROAD
 EG1778'WAS WIDENED.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS DATE.  A
 EG1778'NEW DESCRIPTION FOLLOWS--
 EG1778'
 EG1778'THE STATION IS LOCATED 8.3 MILES NORTHEAST OF COFFEEVILLE, 9.3 MILES
 EG1778'SOUTHEAST OF WATER VALLEY IN THE NORTHEAST 1/4 OF SECTION 15, T 25N,
 EG1778'R 3W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 7 ABOUT
 EG1778'0.5 MILE SOUTH OF WATER VALLEY GO EAST ON STATE HIGHWAY 32 FOR 7.6
 EG1778'MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON HIGHWAY 32 FOR 0.3
 EG1778'MILE TO ANOTHER SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 EG1778'GRAVEL ROAD FOR 2.1 MILES TO A WOODS ROAD ON THE RIGHT JUST
 EG1778'BEYOND A SIDE ROAD LEFT.  TURN RIGHT AND GO WEST ON A WOODS ROAD
 EG1778'FOR ABOUT 200 FEET TO TOP OF HILL AND STATION ON LEFT.
 EG1778'
 EG1778'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED ALLEN
 EG1778'1934 SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 10 INCHES.
 EG1778'IT IS IN WOODS 135 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD, 38
 EG1778'FEET SOUTH OF CENTER OF WOODS ROAD, 32.5 FEET EAST OF A 10 INCH
 EG1778'OAK TREE, 17.5 FEET EAST-NORTHEAST OF AN 8 INCH OAK TREE, 9 FEET
 EG1778'EAST OF THE PROJECTED CENTER OF A WOODS ROAD AND 1.5 FEET WEST OF A
 EG1778'METAL WITNESS POST AND SIGN.
 EG1778'
 EG1778'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED ALLEN NO 2 1934 SET
 EG1778'IN THE TOP OF ROUND CONCRETE POST PROJECTING 8 INCHES.  IT IS 11
 EG1778'FEET SOUTH OF CENTER LINE OF WOODS ROAD, 6 FEET WEST OF A 10 INCH
 EG1778'PINE TREE, 1 FOOT SOUTH OF METAL WITNESS POST AND SIGN.
 EG1778'
 EG1778'REFERENCE MARK NO 3 IS A NATIONAL GEODETIC SURVEY REFERENCE MARK
 EG1778'DISK, STAMPED ALLEN 1934 NO 3 1977 SET IN THE TOP OF A ROUND
 EG1778'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 156 FEET WEST OF THE
 EG1778'JUNCTION OF THE GRAVEL ROAD AND WOODS ROAD, 70 FEET EAST OF THE
 EG1778'CENTER OF A WOODS ROAD, 16 FEET NORTH OF THE CENTER OF A WOODS
 EG1778'ROAD, 1.5 FEET WEST OF METAL WITNESS POST AND SIGN.
 EG1778'
 EG1778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.3 MILES
 EG1778'NORTHEAST OF COFFEEVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2202 ***********************************************************************
 BW2202  DESIGNATION -  ALLEN 2
 BW2202  PID         -  BW2202
 BW2202  STATE/COUNTY-  MS/COPIAH
 BW2202  USGS QUAD   -  STRONGHOPE (1972)
 BW2202
 BW2202                         *CURRENT SURVEY CONTROL
 BW2202  ___________________________________________________________________
 BW2202* NAD 83(1993)-  31 44 57.95997(N)    090 20 02.62691(W)     NO CHECK  
 BW2202* NAVD 88     -       141.59   (+/-2cm)     464.5    (feet)  VERTCON   
 BW2202  ___________________________________________________________________
 BW2202  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BW2202  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW2202  HORZ ORDER  -  THIRD
 BW2202  VERT ORDER  -  THIRD ? (See Below)
 BW2202
 BW2202.The horizontal coordinates were established by classical geodetic methods
 BW2202.and adjusted by the National Geodetic Survey in May 1994.
 BW2202.No horizontal observational check was made to the station.
 BW2202
 BW2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2202.The vertical order pertains to the NGVD 29 superseded value.
 BW2202
 BW2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2202
 BW2202.The geoid height was determined by GEOID03.
 BW2202
 BW2202;                    North         East     Units Scale Factor Converg.
 BW2202;SPC MS W     -   249,366.699   699,930.865   MT  0.99995000   -0 00 01.4
 BW2202;SPC MS W     -   818,130.58  2,296,356.51   sFT  0.99995000   -0 00 01.4
 BW2202;UTM  15      - 3,515,755.735   752,535.353   MT  1.00038661   +1 24 12.9
 BW2202
 BW2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2202!SPC MS W     -   0.99998185  x   0.99995000  =   0.99993185
 BW2202!UTM  15      -   0.99998185  x   1.00038661  =   1.00036845
 BW2202
 BW2202|---------------------------------------------------------------------|
 BW2202| PID    Reference Object                     Distance      Geod. Az  |
 BW2202|                                                           dddmmss.s |
 BW2202| BW2203 ALLEN                                 9.571 METERS 05909     |
 BW2202| CY3261 ALLEN 2 RM 4                         16.828 METERS 17437     |
 BW2202| CY3257 ALLEN RM 2                           16.556 METERS 23909     |
 BW2202| CY3260 ALLEN 2 RM 3                         25.963 METERS 30452     |
 BW2202|---------------------------------------------------------------------|
 BW2202
 BW2202                          SUPERSEDED SURVEY CONTROL
 BW2202
 BW2202  NAD 83(1986)-  31 44 57.97523(N)    090 20 02.62361(W) AD(       ) 3
 BW2202  NAD 27      -  31 44 57.38500(N)    090 20 02.29600(W) AD(       ) 3
 BW2202  NGVD 29 (07/19/86)  141.59   (m)          464.5    (f) LEVELING    3  
 BW2202
 BW2202.Superseded values are not recommended for survey control.
 BW2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2202.See file dsdata.txt to determine how the superseded data were derived.
 BW2202
 BW2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5253515756(NAD 83)
 BW2202_MARKER: DS = TRIANGULATION STATION DISK
 BW2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2202
 BW2202  HISTORY     - Date     Condition        Report By
 BW2202  HISTORY     - 1963     MONUMENTED       CGS
 BW2202  HISTORY     - 1966     GOOD             MSHD
 BW2202  HISTORY     - 1969     GOOD             CGS
 BW2202  HISTORY     - 1970     GOOD             MSSU
 BW2202
 BW2202                          STATION DESCRIPTION
 BW2202
 BW2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BW2202'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF WESSON, 5.5
 BW2202'MILES SOUTHEAST OF MARTINVILLE, IN THE SOUTHEAST 1/4 OF SECTION
 BW2202'18, T 9N. R 9 E. AND ON LAND OWNED BY MR. L.R. ALLEN.  IT IS AT
 BW2202'THE SOUTHWEST ANGLE OF THE JUNCTION OF A NORTH-SOUTH ROAD AND
 BW2202'AN EAST-WEST ROAD, AND ACROSS THE HIGHWAY FROM THE ALLENS HOUSE
 BW2202'AND SOUTH OF A SMALL WHITE HOUSE OWNED BY THE CHURCH.  IT IS 260
 BW2202'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. ALLENS HOUSE, 41
 BW2202'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 46 FEET SOUTH
 BW2202'OF THE CENTER OF AN EAST-WEST ROAD, 58 FEET WEST-SOUTHWEST OF
 BW2202'THE INTERSECTION OF THE CENTERLINE OF THE NORTH-SOUTH AND THE
 BW2202'EAST-WEST ROAD, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 BW2202'POST.  IT IS A STANDARD DISK, STAMPED ALLEN 2 1963,
 BW2202'PROJECTING 3 INCHES.
 BW2202'
 BW2202'REFERENCE MARK NO. 2 IS 54.34 FEET SOUTHWEST OF THE STATION, 106
 BW2202'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRICKCHIMNEY OF THE
 BW2202'SMALL WHITE HOUSE OWNED BY THE CHURCH, 20 FEET EAST OF THE
 BW2202'PROJECTED PLANE OF THE WEST WALL OF THE SMALL WHITE HOUSE, AND
 BW2202'29 FEET SOUTH OF THE CENTERLINE OF HE EAST-WEST ROAD.  IT IS A
 BW2202'STANDARD DISK, STAMPED ALLEN NO 2 1946, PROJECTING 3 INCHES.
 BW2202'
 BW2202'REFERENCE MARK NO. 3 IS 85.18 FEET NORTHWEST OF THE STATION, 45
 BW2202'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK CHIMNEY OF
 BW2202'THE WHITE HOUSE, 37.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BW2202'THE WHITE HOUSE, 30 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 BW2202'AND 6.5 FEET EAST OF AN 18-INCH BLACK GUM TREE.  IT IS A STANDARD
 BW2202'DISK, STAMPED ALLEN 2 1963 NO 3, PROJECTING 3 INCHES.
 BW2202'
 BW2202'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 79.95 FEET.
 BW2202'
 BW2202'TO REACH THE STATION FROM THE NORTH ONE OF TWO STOP LIGHTS AT
 BW2202'WESSON, GO NORTH ON U.S. HIGHWAY 51 FOR 1.35 MILES TO A SIDE
 BW2202'ROAD RIGHT AT THE BOTTOM OF A HILL AT A CURVE IN THE HIGHWAY,
 BW2202'TURN RIGHT AND GO EAST FOR 0.35 MILE TO A RAILROAD TRACK AND
 BW2202'CROSS ROAD, TURN LEFT AND GO 2.85 MILES FOLLOWING THE MAIN ROAD
 BW2202'TO A FORK, TAKE LEFT FORK FOR 1.3 MILE TO A T-INTERSECTION AND
 BW2202'THE STATION ON THE RIGHT.
 BW2202
 BW2202                          STATION RECOVERY (1966)
 BW2202
 BW2202'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 (HBT)
 BW2202'THE STATION WAS VISITED 1-10-66 AND THE STATION, R.M. 3 AND
 BW2202'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 BW2202'DESTROYED.  THE CONCRETE POST WAS FOUND BUT THE DISK WAS GONE.
 BW2202'
 BW2202'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BW2202'OFFICE ON HIGHWAY 51 IN HAZLEHURST GO SOUTH FOR 4.7 MILES TO
 BW2202'A CROSSROADS, TURN LEFT ON A BLACKTOP ROAD AND GO 0.6K MILES
 BW2202'TO A RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD FOR 5.55 MILES TO
 BW2202'A SIDE ROAD RIGHT AND THE STATION AS DESCRIBED.
 BW2202'
 BW2202'STATION DISK IS STAMPED ALLEN 2 (1963) IS FLUSH WITH THE GROUND.
 BW2202'IT IS 260 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. ALLENS
 BW2202'HOUSE, 58 FEET WEST-SOUTHWEST OF THE INTERSECTION OF ROADS,
 BW2202'41 FEET EAST OF CENTER OF GRAVEL ROAD, 46 FEET SOUTH OF BLACKTOP
 BW2202'ROAD AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BW2202'
 BW2202'R.M. 2 IS 29 FEET SOUTH OF CENTER OF A GRAVEL ROAD, IS STAMPED
 BW2202'ALLEN NO 2 (1946) AND PROJECTS 3 INCHES.
 BW2202'
 BW2202'R.M. 3 IS 76 FEET NORTH OF A UTILITY POLE, 30 FEET NORTHWEST
 BW2202'OF CENTER OF GRAVEL ROAD AND 12 FEET SOUTH OF CENTER OF DRIVE,
 BW2202'IS STAMPED ALLEN 2 NO 3 AND PROJECTS 3 INCHES.
 BW2202
 BW2202                          STATION RECOVERY (1969)
 BW2202
 BW2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2202'THE STATION WAS VISITED 9-25-69 AND THE STATION, AND REFERENCE
 BW2202'MARKS NO. 2 AND NO. 3 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2202'MARK NO. 3 WAS REQUESTED MOVED AT THIS DATE BY THE LAND OWNER,
 BW2202'TO RECONSTRUCT HIS DRIVEWAY.  REFERENCE MARK NO. 4 WAS ESTABLISHED
 BW2202'AT THIS DATE AND REFERENCE MARK NO. 3 WAS DESTROYED AND THE
 BW2202'DISK RECLAIMED.  THE LITTLE WHITE HOUSE OWNED BY THE CHURCH HAS
 BW2202'BEEN TORN DOWN AND A NEW HOUSE OWNED BY MR. GARY LAMBERT HAS
 BW2202'BEEN BUILT IN IT PLACE.  A NEW DESCRIPTION FOLLOWS--
 BW2202'
 BW2202'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF WESSON AND 5.5
 BW2202'MILES SOUTHEAST OF MARTINVILLE, IN THE SE 1/4 OF SECTION 18,
 BW2202'T 9 N, R 9 E., ON LAND OWNED BY MR. L.R. ALLEN, WHO LIVE
 BW2202'NORTHWEST OF THE STATION.  IT IS LOCATED IN A TRIANGULAR PLOT
 BW2202'OF GROUND FORMED BY TWO ROADS, AND ACROSS THE BLACKTOP ROAD ABOUT
 BW2202'260 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. ALLENS HOUSE.
 BW2202'IT IS 41 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 46
 BW2202'FEET EAST OF A ROAD RUNNING NORTHEAST, 41 FEET SOUTH OF A
 BW2202'12-INCH PINE TREE, 43 FEET NNW OF A POWER POLE WITH LINES
 BW2202'LEADING IN FOUR DIRECTIONS AND 1 FOOT SOUTH OF A METAL
 BW2202'WITNESS POST.  IT IS A TRIANGULATION STATION DISK, STAMPED
 BW2202'ALLEN 2 1963, PROJECTING 2 INCHES.
 BW2202'
 BW2202'REFERENCE MARK NO. 2 IS 54.32 FEET SOUTHWEST OF THE STATION,
 BW2202'29 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT WEST OF
 BW2202'A METAL WITNESS POST, 10 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 BW2202'EAST OF A FENCE LINE.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2202'ALLEN NO 2 1946, PROJECTING 6 INCHES.
 BW2202'
 BW2202'REFERENCE MARK NO. 4 IS 55.21 FEET SOUTH-SOUTHEAST OF THE STATION,
 BW2202'12.5 FEET SOUTH OF A POWER POLE, 26 FEET WEST OF A BLACK TOP
 BW2202'ROAD, AND 1 FOOT WEST OF A FENCE LINE.  IT IS A REFERENCE MARK
 BW2202'DISK, STAMPED ALLEN 2 NO 4 1963 1969, PROJECTING 3 INCHES.
 BW2202'
 BW2202'NO AZIMUTH WAS ESTABLISHED FOR THIS STATION.
 BW2202'
 BW2202'TO REACH THE STATION FROM THE NORTH ONE OF TWO TRAFFIC LIGHTS IN
 BW2202'WESSON, GO NORTH ON U.S. HIGHWAY 51 FOR 1.35 MILES TO A SIDE
 BW2202'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.35 MILE TO A RAILROAD
 BW2202'TRACKS, CROSS TRACKS AND GO NORTHERLY FOR 2.85 MILES TO A FORKS,
 BW2202'TAKE LEFT FORK AND GO 1.35 MILES TO A T INTERSECTION AND THE
 BW2202'STATION ON THE RIGHT.
 BW2202'
 BW2202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5. MILES
 BW2202'NORTHEAST OF WESSON
 BW2202
 BW2202                          STATION RECOVERY (1970)
 BW2202
 BW2202'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2202'ALLEN 2 1963 - GOOD
 BW2202'
 BW2202'ALLEN NO 2 1946 - GOOD
 BW2202'
 BW2202'ALLEN 2 NO 4 1963 - GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0601 ***********************************************************************
 EH0601  DESIGNATION -  ALLIGATOR
 EH0601  PID         -  EH0601
 EH0601  STATE/COUNTY-  MS/BOLIVAR
 EH0601  USGS QUAD   -  DUNCAN (1967)
 EH0601
 EH0601                         *CURRENT SURVEY CONTROL
 EH0601  ___________________________________________________________________
 EH0601* NAD 83(1993)-  34 06 17.41967(N)    090 41 31.72435(W)     ADJUSTED  
 EH0601* NAVD 88     -        48.663  (meters)     159.66   (feet)  ADJUSTED  
 EH0601  ___________________________________________________________________
 EH0601  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 EH0601  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0601  DYNAMIC HT  -          48.615 (meters)     159.50  (feet)  COMP
 EH0601  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EH0601
 EH0601  HORZ ORDER  -  FIRST
 EH0601  VERT ORDER  -  SECOND    CLASS 0
 EH0601
 EH0601.The horizontal coordinates were established by classical geodetic methods
 EH0601.and adjusted by the National Geodetic Survey in May 1994.
 EH0601
 EH0601.The orthometric height was determined by differential leveling
 EH0601.and adjusted in June 1991.
 EH0601.WARNING-Repeat measurements at this control monument indicate possible
 EH0601.vertical movement.
 EH0601
 EH0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0601
 EH0601.The geoid height was determined by GEOID03.
 EH0601
 EH0601.The dynamic height is computed by dividing the NAVD 88
 EH0601.geopotential number by the normal gravity value computed on the
 EH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0601.degrees latitude (g = 980.6199 gals.).
 EH0601
 EH0601.The modeled gravity was interpolated from observed gravity values.
 EH0601
 EH0601;                    North         East     Units Scale Factor Converg.
 EH0601;SPC MS W     -   510,633.831   666,893.554   MT  0.99996351   -0 12 04.3
 EH0601;SPC MS W     - 1,675,304.49  2,187,966.60   sFT  0.99996351   -0 12 04.3
 EH0601;SPC AR S     -   560,281.709   520,664.175   MT  0.99991922   +0 43 55.2
 EH0601;SPC AR S     - 1,838,190.91  1,708,212.38   sFT  0.99991922   +0 43 55.2
 EH0601;UTM  15      - 3,776,185.191   712,884.704   MT  1.00015869   +1 17 40.3
 EH0601
 EH0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0601!SPC MS W     -   0.99999651  x   0.99996351  =   0.99996002
 EH0601!SPC AR S     -   0.99999651  x   0.99991922  =   0.99991573
 EH0601!UTM  15      -   0.99999651  x   1.00015869  =   1.00015520
 EH0601
 EH0601:                Primary Azimuth Mark                     Grid Az
 EH0601:SPC MS W     -  TEXAS GAS TRANS MICROWAVE MAST           047 23 49.2
 EH0601:SPC AR S     -  TEXAS GAS TRANS MICROWAVE MAST           046 27 49.7
 EH0601:UTM  15      -  TEXAS GAS TRANS MICROWAVE MAST           045 54 04.6
 EH0601
 EH0601|---------------------------------------------------------------------|
 EH0601| PID    Reference Object                     Distance      Geod. Az  |
 EH0601|                                                           dddmmss.s |
 EH0601| EH2806 TEXAS GAS TRANS MICROWAVE MAST      APPROX. 7.0 KM 0471144.9 |
 EH0601| EH0602 ALLIGATOR RM 3 RESET                 71.450 METERS 12148     |
 EH0601| EH3143 ALLIGATOR RM 3                       71.457 METERS 12149     |
 EH0601| CY5144 ALLIGATOR RM 1                       37.980 METERS 16234     |
 EH0601| EH0600 ALLIGATOR RM 4                       84.580 METERS 24315     |
 EH0601| EH0599 ALLIGATOR AZ MK                                    2443844.0 |
 EH0601| CY5145 ALLIGATOR RM 2                       54.220 METERS 24440     |
 EH0601|---------------------------------------------------------------------|
 EH0601
 EH0601                          SUPERSEDED SURVEY CONTROL
 EH0601
 EH0601  NAD 83(1986)-  34 06 17.42918(N)    090 41 31.72237(W) AD(       ) 1
 EH0601  NAD 27      -  34 06 17.03600(N)    090 41 31.36200(W) AD(       ) 1
 EH0601  NGVD 29 (??/??/??)   48.707  (m)          159.80   (f) ADJUSTED    2 0
 EH0601
 EH0601.Superseded values are not recommended for survey control.
 EH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0601.See file dsdata.txt to determine how the superseded data were derived.
 EH0601
 EH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1288576185(NAD 83)
 EH0601_MARKER: DS = TRIANGULATION STATION DISK
 EH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0601_SP_SET: CONCRETE POST
 EH0601_STAMPING: ALLIGATOR 1929
 EH0601_MARK LOGO: CGS   
 EH0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0601+STABILITY: SURFACE MOTION
 EH0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0601+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1993
 EH0601
 EH0601  HISTORY     - Date     Condition        Report By
 EH0601  HISTORY     - 1929     MONUMENTED       CGS
 EH0601  HISTORY     - 1935     GOOD             CGS
 EH0601  HISTORY     - 1957     GOOD             CGS
 EH0601  HISTORY     - 1966     GOOD             CGS
 EH0601  HISTORY     - 1974     GOOD             NGS
 EH0601  HISTORY     - 1975     GOOD             MSHD
 EH0601  HISTORY     - 1979     MARK NOT FOUND   DOD
 EH0601  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0601  HISTORY     - 19930209 SEE DESCRIPTION  MSHD
 EH0601
 EH0601                          STATION DESCRIPTION
 EH0601
 EH0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH0601'ABOUT 2 MILES, BY ROAD, NORTH OF ALLIGATOR, IN SOUTH EDGE
 EH0601'OF TIMBER TRACT, 100 FEET NORTH OF CENTER LINE OF UNITED
 EH0601'STATES ROUTE 61, OPPOSITE CULTIVATED FIELD ON SOUTH SIDE OF
 EH0601'ROAD, AND ABOUT 100 YARDS NORTHWEST OF TENANT HOUSE.  TO
 EH0601'REACH FROM ALLIGATOR GO NORTH ON UNITED STATES ROUTE 61
 EH0601'TO STATION WHICH IS 0.3 MILE BEYOND CROSSING OF YAZOO AND
 EH0601'MISSISSIPPI VALLEY RAILROAD.  SURFACE AND UNDERGROUND MARKS
 EH0601'ARE STANDARD STATION DISKS IN CONCRETE.
 EH0601'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EH0601'NO. 1 IS IN EDGE OF COTTON FIELD, 25 FEET SOUTH
 EH0601'OF CENTER LINE OF ROUTE 61, AND 124.6 FEET FROM STATION,
 EH0601'S 17 DEG 26 MIN E.  NO. 2 IS IN EDGE OF COTTON FIELD,
 EH0601'25 FEET SOUTH OF CENTER LINE OF ROUTE 61, AND 177.9 FEET
 EH0601'FROM STATION, S 64 DEG 40 MIN W.
 EH0601
 EH0601                          STATION RECOVERY (1935)
 EH0601
 EH0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH0601'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED
 EH0601'AND IN GOOD CONDITION.
 EH0601
 EH0601                          STATION RECOVERY (1957)
 EH0601
 EH0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH0601'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EH0601'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED
 EH0601'BY THIS PARTY.
 EH0601'
 EH0601'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH
 EH0601'MARK WERE ESTABLISHED.
 EH0601'
 EH0601'FOLLOWING IS A NEW DESCRIPTION.
 EH0601'
 EH0601'STATION IS APPROXIMATELY 9.5 MILES SOUTHWEST OF CLARKSDALE,
 EH0601'3.5 MILES EAST-NORTHEAST OF ALLIGATOR, 0.35 MILE EAST OF U.S.
 EH0601'HIGHWAY 61, ON THE NORTH SIDE OF AN EAST-WEST GRAVEL ROAD,
 EH0601'100 YARDS NORTHWEST OF A TENANT HOUSE, IN THE SOUTHWEST QUARTER
 EH0601'OF SECTION 23, T. 26 N., R. 5 W. AND IN OPEN FIELD OWNED BY MRS.
 EH0601'W. F. ALLEN OF BOBO, MISSISSIPPI.
 EH0601'
 EH0601'THE STATION MARK IS A STANDARD DISK STAMPED ALLIGATOR 1929,
 EH0601'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 EH0601'96 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.  A STANDARD WITNESS
 EH0601'POST WAS SET 4 FEET NORTH OF THE MARK.
 EH0601'
 EH0601'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALLIGATOR
 EH0601'NO 3 1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EH0601'6 INCHES.  IT IS 136 FEET WEST OF THE CENTER OF A DRIVEWAY,
 EH0601'29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET
 EH0601'NORTHWEST OF A TELEPHONE POLE.
 EH0601'
 EH0601'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ALLIGATOR
 EH0601'NO 4 1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EH0601'4 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF A GRAVEL
 EH0601'ROAD AND 1 FOOT NORTHEAST OF A TELEPHONE POLE.
 EH0601'
 EH0601'AZIMUTH MARK, A STANDARD DISK STAMPED ALLIGATOR 1929, IS SET IN
 EH0601'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 73 FEET
 EH0601'SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY, 45 FEET EAST-SOUTHEAST
 EH0601'OF THE CENTER OF U.S. HIGHWAY 61 AND 2 FEET NORTHEAST
 EH0601'OF A POWERLINE POLE.  A STANDARD WITNESS POST WAS SET 2 FEET
 EH0601'WEST OF THE MARK.
 EH0601'
 EH0601'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND ROAD LEADING
 EH0601'WEST TO ALLIGATOR AT A SIGN ALLIGATOR, GO NORTHEAST ON U.S.
 EH0601'HIGHWAY 61 FOR 1.6 MILES TO A DRIVEWAY AND THE AZIMUTH MARK
 EH0601'ON THE RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 0.2
 EH0601'MILE TO A CROSSROAD AND A PAN AM SERVICE STATION ON THE LEFT,
 EH0601'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.35 MILE TO THE
 EH0601'STATION ON THE LEFT.
 EH0601
 EH0601                          STATION RECOVERY (1966)
 EH0601
 EH0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EH0601'STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.  THE
 EH0601'REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED HOWEVER
 EH0601'R.M. 3 WAS TILTED.  BRONZE DISK.
 EH0601
 EH0601                          STATION RECOVERY (1974)
 EH0601
 EH0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 EH0601'THE STATION WAS VISITED 3-6-74 AND THE STATION MARK, AZIMUTH MARK
 EH0601'AND REFERENCE MARK NO. 4 WERE FOUND IN GOOD CONDITION.  REFERENCE
 EH0601'MARK NO. 3 WAS FOUND BROKEN OFF ABOUT 2 FEET BELOW THE TOP, IT WAS
 EH0601'SET BACK IN PLACE ON THE LOWER PORTION OF THE MARK AND
 EH0601'REINFORCED WITH CONCRETE.  A NEW DISTANCE AND DIRECTION WAS TAKEN
 EH0601'TO THE MARK.  A NEW DESCRIPTION FOLLOWS--
 EH0601'
 EH0601'THE STATION IS LOCATED ABOUT 1.9 MILES NORTHEAST OF ALLIGATOR, 5.3
 EH0601'MILES NORTHEAST OF DUNCAN ON THE W.F. ALLEN ESTATE, NO BEING RENTED
 EH0601'BY MR. LAWRENCE GIBSON.  IT IS IN THE SW 1/4 OF SEC. 23, T 26 N,
 EH0601'R 5 W, ABOUT 150 FEET NORTH OF A TENNANT HOUSE, 96 FEET NORTH OF
 EH0601'A GRAVELED ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 EH0601'TRIANGULATION STATION DISK, STAMPED ALLIGATOR 1929, PROJECTION
 EH0601'4 INCHES.
 EH0601'
 EH0601'REFERENCE MARK NO. 3 IS 234.42 FEET SOUTHEAST OF THE STATION, 29
 EH0601'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1 FOOT WEST OF A
 EH0601'TELEPHONE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 EH0601'REFERENCE MARK DISK STAMPED ALLIGATOR RM NO 3 1929, PROJECTING 6
 EH0601'INCHES.
 EH0601'
 EH0601'REFERENCE MARK NO. 4 IS 277.49 FEET SOUTH WEST OF THE STATION.  IT
 EH0601'IS 29 FEET SOUTH OF THE CENTER OF THE GRAVELED HIGHWAY, 1 FOOT EAST
 EH0601'OF A TELEPHONE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 EH0601'A REFERENCE MARK DISK STAMPED ALLIGATOR NO 4 1929, PROJECTING 6
 EH0601'INCHES.
 EH0601'
 EH0601'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION.  IT IS
 EH0601'45 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 1.5 FEET NORTH OF A
 EH0601'POWER POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS AN
 EH0601'AZIMUTH MARK DISK STAMPED ALLIGATOR 1929, PROJECTING 10 INCHES.
 EH0601'
 EH0601'NOTE--THE DISTANCE TO REFERENCE MARK NO. 4 FAILED TO CHECK THE 1957
 EH0601'MEASUREMENT BY 1.21 FEET.  THE DISTANCE TO REFERENCE MARK NO. 3
 EH0601'CHECKED SATISFACTORILY.
 EH0601'
 EH0601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 EH0601'HIGHWAY 444, AT DUNCAN GO NORTHEAST ON U.S. HIGHWAY 61 FOR 3.1 MILES
 EH0601'TO A CROSSROADS AT ALLIGATOR, CONTINUE NE FOR 1.6 MILES ON U.S.
 EH0601'HIGHWAY 61 TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NE FOR 0.2
 EH0601'MILE TO A CROSSROAD TURN RIGHT AND GO EAST FOR 0.35 MILE ON A
 EH0601'GRAVELED ROAD TO THE STATION ON THE LEFT.
 EH0601'
 EH0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES NORTH OF
 EH0601'ALLIGATOR.
 EH0601
 EH0601                          STATION RECOVERY (1975)
 EH0601
 EH0601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0601'1.9 MI NE FROM ALLIGATOR.
 EH0601'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF ALLIGATOR IN A CULTIVATED
 EH0601'FIELD ON THE W. F. ALLEN ESTATE, 5.3 MILES NORTHEAST OF DUNCAN, 2.3
 EH0601'MILES SOUTH OF BOBO IN THE SOUTHWEST 1/4 OF SECTION 23, T 26N, R 5W.
 EH0601'IT IS 96 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 277 FEET
 EH0601'NORTHEAST OF A TELEPHONE POLE, 234 FEET NORTHWEST OF ANOTHER TELEPHONE
 EH0601'POLE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EH0601'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4
 EH0601'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S.
 EH0601'HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR
 EH0601'3.1 MILES TO A CROSSROAD NEAR ALLIGATOR.  CONTINUE NORTH ON U.S.
 EH0601'HIGHWAY 61 FOR 1.9 MILES TO ANOTHER CROSSROAD.  TURN RIGHT AND GO EAST
 EH0601'ON A GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 EH0601
 EH0601                          STATION RECOVERY (1979)
 EH0601
 EH0601'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0601'MARK NOT FOUND.
 EH0601
 EH0601                          STATION RECOVERY (1981)
 EH0601
 EH0601'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0601'MARK NOT FOUND.
 EH0601
 EH0601                          STATION RECOVERY (1993)
 EH0601
 EH0601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 EH0601'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO 3 WERE RECOVERED IN
 EH0601'GOOD CONDITION.  THE STATION SURFACE MARK AND REFERENCE MARK NO 4
 EH0601'WERE DESTROYED BY FARM EQUIPMENT.  THE STATION WAS LOCATED IN A
 EH0601'CULIVATED FILED AND WAS RELOCATED AT THIS DATE. THE UNDERGROUND MARK
 EH0601'WAS LEFT UNDISTURBED. ELEVATION FOR THE NEW STATION ALLIGATOR 2 1993
 EH0601'WAS ESTABLISHED FROM REFERENCE MARK NO.3.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0599 ***********************************************************************
 EH0599  DESIGNATION -  ALLIGATOR AZ MK
 EH0599  PID         -  EH0599
 EH0599  STATE/COUNTY-  MS/BOLIVAR
 EH0599  USGS QUAD   -  DUNCAN (1967)
 EH0599
 EH0599                         *CURRENT SURVEY CONTROL
 EH0599  ___________________________________________________________________
 EH0599* NAD 83(1986)-  34 06 06.     (N)    090 41 57.     (W)     SCALED    
 EH0599* NAVD 88     -        48.725  (meters)     159.86   (feet)  ADJUSTED  
 EH0599  ___________________________________________________________________
 EH0599  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0599  DYNAMIC HT  -          48.677 (meters)     159.70  (feet)  COMP
 EH0599  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 EH0599
 EH0599  VERT ORDER  -  SECOND    CLASS 0
 EH0599
 EH0599.The horizontal coordinates were scaled from a topographic map and have
 EH0599.an estimated accuracy of +/- 6 seconds.
 EH0599
 EH0599.The orthometric height was determined by differential leveling
 EH0599.and adjusted in June 1991.
 EH0599
 EH0599.The geoid height was determined by GEOID03.
 EH0599
 EH0599.The dynamic height is computed by dividing the NAVD 88
 EH0599.geopotential number by the normal gravity value computed on the
 EH0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0599.degrees latitude (g = 980.6199 gals.).
 EH0599
 EH0599.The modeled gravity was interpolated from observed gravity values.
 EH0599
 EH0599;                    North         East    Units  Estimated Accuracy
 EH0599;SPC MS W     -   510,280.      666,240.      MT  (+/- 180 meters Scaled)
 EH0599
 EH0599                          SUPERSEDED SURVEY CONTROL
 EH0599
 EH0599  NGVD 29 (??/??/??)   48.769  (m)          160.00   (f) ADJUSTED    2 0
 EH0599
 EH0599.Superseded values are not recommended for survey control.
 EH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0599.See file dsdata.txt to determine how the superseded data were derived.
 EH0599
 EH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT122758(NAD 83)
 EH0599_MARKER: DZ = AZIMUTH MARK DISK
 EH0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0599_STAMPING: ALLIGATOR 1929
 EH0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0599+STABILITY: SURFACE MOTION
 EH0599
 EH0599  HISTORY     - Date     Condition        Report By
 EH0599  HISTORY     - 1957     MONUMENTED       CGS
 EH0599  HISTORY     - 1975     GOOD             MSHD
 EH0599  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0599
 EH0599                          STATION DESCRIPTION
 EH0599
 EH0599'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0599'1.8 MI NE FROM ALLIGATOR.
 EH0599'THE MARK IS LOCATED 1.8 MILES NORTHEAST OF ALLIGATOR ON THE SOUTHEAST
 EH0599'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 2.5 MILES SOUTHEAST OF BOBO, 4.9
 EH0599'MILES NORTHEAST OF DUNCAN, 0.2 MILE SOUTHWEST OF A CROSSROAD IN THE
 EH0599'NORTHEAST 1/4 OF SECTION 27, T 26N, R 5W.  IT IS 45 FEET
 EH0599'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 61, 1.5 FEET NORTH OF A POWER
 EH0599'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF AS SQUARE
 EH0599'CONCRETE POST ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 EH0599'PROJECTS 10 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 61
 EH0599'FOR 3.1 MILES TO A CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 EH0599'1.75 MILES TO THE MARK ON THE RIGHT JUST BEYOND A FIELD ROAD ON THE
 EH0599'RIGHT.
 EH0599
 EH0599                          STATION RECOVERY (1981)
 EH0599
 EH0599'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0602 ***********************************************************************
 EH0602  DESIGNATION -  ALLIGATOR RM 3 RESET
 EH0602  PID         -  EH0602
 EH0602  STATE/COUNTY-  MS/BOLIVAR
 EH0602  USGS QUAD   -  DUNCAN (1967)
 EH0602
 EH0602                         *CURRENT SURVEY CONTROL
 EH0602  ___________________________________________________________________
 EH0602* NAD 83(1986)-  34 06 17.     (N)    090 41 31.     (W)     SCALED    
 EH0602* NAVD 88     -        48.869  (meters)     160.33   (feet)  ADJUSTED  
 EH0602  ___________________________________________________________________
 EH0602  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0602  DYNAMIC HT  -          48.821 (meters)     160.17  (feet)  COMP
 EH0602  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EH0602
 EH0602  VERT ORDER  -  SECOND    CLASS II
 EH0602
 EH0602.The horizontal coordinates were scaled from a topographic map and have
 EH0602.an estimated accuracy of +/- 6 seconds.
 EH0602
 EH0602.The orthometric height was determined by differential leveling
 EH0602.and adjusted in June 1991.
 EH0602
 EH0602.The geoid height was determined by GEOID03.
 EH0602
 EH0602.The dynamic height is computed by dividing the NAVD 88
 EH0602.geopotential number by the normal gravity value computed on the
 EH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0602.degrees latitude (g = 980.6199 gals.).
 EH0602
 EH0602.The modeled gravity was interpolated from observed gravity values.
 EH0602
 EH0602;                    North         East    Units  Estimated Accuracy
 EH0602;SPC MS W     -   510,620.      666,910.      MT  (+/- 180 meters Scaled)
 EH0602
 EH0602                          SUPERSEDED SURVEY CONTROL
 EH0602
 EH0602  NGVD 29 (??/??/??)   48.914  (m)          160.48   (f) ADJUSTED    2 2
 EH0602
 EH0602.Superseded values are not recommended for survey control.
 EH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0602.See file dsdata.txt to determine how the superseded data were derived.
 EH0602
 EH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT129761(NAD 83)
 EH0602_MARKER: DR = REFERENCE MARK DISK
 EH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0602_STAMPING: ALLIGATOR NO 3 1929
 EH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0602+STABILITY: SURFACE MOTION
 EH0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0602+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0602
 EH0602  HISTORY     - Date     Condition        Report By
 EH0602  HISTORY     - 1974     MONUMENTED       NGS
 EH0602  HISTORY     - 1975     GOOD             MSHD
 EH0602  HISTORY     - 1979     POOR             DOD
 EH0602  HISTORY     - 19811001 GOOD             MSSU
 EH0602  HISTORY     - 20030611 GOOD             USACE
 EH0602
 EH0602                          STATION DESCRIPTION
 EH0602
 EH0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0602'1.9 MI NE FROM ALLIGATOR.
 EH0602'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF ALLIGATOR ON THE SOUTH ROW
 EH0602'OF A COUNTY ROAD, 2.3 MILES SOUTH OF BOBO, 5.3 MILES NORTHEAST OF
 EH0602'DUNCAN IN THE NORTHWEST 1/4 OF SECTION 26, T 26N, R 5W.  IT IS 29 FEET
 EH0602'SOUTH OF THE CENTER OF A GRAVELED ROAD, 174 FEET WEST-NORTHWEST OF THE
 EH0602'NORTHWEST CORNER OF A BRICK SIDING HOUSE, 1 FOOT WEST OF A TELEPHONE
 EH0602'POLE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EH0602'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6
 EH0602'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S.
 EH0602'HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR
 EH0602'3.1 MILES TO A CROSSROAD NEAR ALLIGATOR. CONTINUE NORTH ON U.S.
 EH0602'HIGHWAY 61 FOR 1.9 MILES TO ANOTHER CROSSROAD. TURN RIGHT AND GO EAST
 EH0602'ON A GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 EH0602
 EH0602                          STATION RECOVERY (1979)
 EH0602
 EH0602'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0602'MARK RECOVERED IN POOR CONDITION.
 EH0602
 EH0602                          STATION RECOVERY (1981)
 EH0602
 EH0602'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0602'RECOVERED IN GOOD CONDITION.
 EH0602
 EH0602                          STATION RECOVERY (2003)
 EH0602
 EH0602'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0600 ***********************************************************************
 EH0600  DESIGNATION -  ALLIGATOR RM 4
 EH0600  PID         -  EH0600
 EH0600  STATE/COUNTY-  MS/BOLIVAR
 EH0600  USGS QUAD   -  DUNCAN (1967)
 EH0600
 EH0600                         *CURRENT SURVEY CONTROL
 EH0600  ___________________________________________________________________
 EH0600* NAD 83(1986)-  34 06 17.     (N)    090 41 32.     (W)     SCALED    
 EH0600* NAVD 88     -        48.837  (meters)     160.23   (feet)  ADJUSTED  
 EH0600  ___________________________________________________________________
 EH0600  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EH0600  DYNAMIC HT  -          48.788 (meters)     160.07  (feet)  COMP
 EH0600  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EH0600
 EH0600  VERT ORDER  -  SECOND    CLASS 0
 EH0600
 EH0600.The horizontal coordinates were scaled from a topographic map and have
 EH0600.an estimated accuracy of +/- 6 seconds.
 EH0600
 EH0600.The orthometric height was determined by differential leveling
 EH0600.and adjusted in June 1991.
 EH0600
 EH0600.The geoid height was determined by GEOID03.
 EH0600
 EH0600.The dynamic height is computed by dividing the NAVD 88
 EH0600.geopotential number by the normal gravity value computed on the
 EH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0600.degrees latitude (g = 980.6199 gals.).
 EH0600
 EH0600.The modeled gravity was interpolated from observed gravity values.
 EH0600
 EH0600;                    North         East    Units  Estimated Accuracy
 EH0600;SPC MS W     -   510,620.      666,890.      MT  (+/- 180 meters Scaled)
 EH0600
 EH0600                          SUPERSEDED SURVEY CONTROL
 EH0600
 EH0600  NGVD 29 (??/??/??)   48.880  (m)          160.37   (f) ADJUSTED    2 0
 EH0600
 EH0600.Superseded values are not recommended for survey control.
 EH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0600.See file dsdata.txt to determine how the superseded data were derived.
 EH0600
 EH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT128761(NAD 83)
 EH0600_MARKER: DR = REFERENCE MARK DISK
 EH0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0600_STAMPING: ALLIGATOR NO 4 1929
 EH0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0600+STABILITY: SURFACE MOTION
 EH0600
 EH0600  HISTORY     - Date     Condition        Report By
 EH0600  HISTORY     - 1957     MONUMENTED       CGS
 EH0600  HISTORY     - 1975     GOOD             MSHD
 EH0600  HISTORY     - 1979     GOOD             DOD
 EH0600  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0600
 EH0600                          STATION DESCRIPTION
 EH0600
 EH0600'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0600'1.9 MI NE FROM ALLIGATOR.
 EH0600'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF ALLIGATOR ON THE SOUTH ROW
 EH0600'OF A COUNTY ROAD, 2.3 MILES SOUTH OF BOBO, 5.3 MILES NORTHEAST OF
 EH0600'DUNCAN IN THE NORTHWEST 1/4 OF SECTION 26, T 26N, R 5W.  IT IS 29 FEET
 EH0600'SOUTH OF THE CENTER OF A GRAVELED ROAD, 1 FOOT EAST OF A TELEPHONE
 EH0600'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EH0600'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6
 EH0600'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 444 AND U.S.
 EH0600'HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO NORTH ON U.S. HIGHWAY 61 FOR
 EH0600'3.1 MILES TO A CROSSROAD NEAR ALLIGATOR. CONTINUE NORTH OF U.S.
 EH0600'HIGHWAY 61 FOR 1.9 MILES TO ANOTHER CROSSROAD. TURN RIGHT AND GO EAST
 EH0600'ON A GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 EH0600
 EH0600                          STATION RECOVERY (1979)
 EH0600
 EH0600'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0600'RECOVERED IN GOOD CONDITION.
 EH0600
 EH0600                          STATION RECOVERY (1981)
 EH0600
 EH0600'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2628 ***********************************************************************
 CP2628  DESIGNATION -  ALONZO
 CP2628  PID         -  CP2628
 CP2628  STATE/COUNTY-  MS/RANKIN
 CP2628  USGS QUAD   -  WHITES (1971)
 CP2628
 CP2628                         *CURRENT SURVEY CONTROL
 CP2628  ___________________________________________________________________
 CP2628* NAD 83(1993)-  32 02 59.49456(N)    090 12 56.32116(W)     ADJUSTED  
 CP2628* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 CP2628  ___________________________________________________________________
 CP2628  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP2628  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2628  HORZ ORDER  -  SECOND
 CP2628
 CP2628.The horizontal coordinates were established by classical geodetic methods
 CP2628.and adjusted by the National Geodetic Survey in May 1994.
 CP2628
 CP2628.The orthometric height was scaled from a topographic map.
 CP2628
 CP2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2628
 CP2628.The geoid height was determined by GEOID03.
 CP2628
 CP2628;                    North         East     Units Scale Factor Converg.
 CP2628;SPC MS W     -   282,683.874   711,114.188   MT  0.99995152   +0 03 44.8
 CP2628;SPC MS W     -   927,438.68  2,333,047.13   sFT  0.99995152   +0 03 44.8
 CP2628;UTM  15      - 3,549,353.742   762,900.352   MT  1.00045247   +1 28 42.2
 CP2628
 CP2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2628!SPC MS W     -   0.99999001  x   0.99995152  =   0.99994153
 CP2628!UTM  15      -   0.99999001  x   1.00045247  =   1.00044248
 CP2628
 CP2628|---------------------------------------------------------------------|
 CP2628| PID    Reference Object                     Distance      Geod. Az  |
 CP2628|                                                           dddmmss.s |
 CP2628| CP2629 ALONZO 2                              6.381 METERS 00857     |
 CP2628| CY3263 ALONZO RM 1                          27.601 METERS 02044     |
 CP2628| CY3264 ALONZO RM 2                          28.456 METERS 23525     |
 CP2628| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX.15.4 KM 2414507.8 |
 CP2628| CY3262 ALONZO AZ MK                                       2511458.2 |
 CP2628| CY3265 ALONZO 2 AZ MK                                     2630049.0 |
 CP2628|---------------------------------------------------------------------|
 CP2628
 CP2628                          SUPERSEDED SURVEY CONTROL
 CP2628
 CP2628  NAD 83(1986)-  32 02 59.50889(N)    090 12 56.31721(W) AD(       ) 2
 CP2628  NAD 27      -  32 02 58.95700(N)    090 12 56.00300(W) AD(       ) 2
 CP2628
 CP2628.Superseded values are not recommended for survey control.
 CP2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2628.See file dsdata.txt to determine how the superseded data were derived.
 CP2628
 CP2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6290049354(NAD 83)
 CP2628_MARKER: DS = TRIANGULATION STATION DISK
 CP2628_SETTING: 0 = UNSPECIFIED SETTING
 CP2628
 CP2628  HISTORY     - Date     Condition        Report By
 CP2628  HISTORY     - 1945     MONUMENTED       CGS
 CP2628  HISTORY     - 1957     GOOD             CGS
 CP2628
 CP2628                          STATION DESCRIPTION
 CP2628
 CP2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2628'STATION IS LOCATED ABOUT 8 MILES SE OF TERRY AND ABOUT 1
 CP2628'MILE E OF THE PEARL RIVER ON THE NW CORNER OF A T-ROAD.  THE
 CP2628'LAND IS OWNED BY S.J. MC DONALD.  IT IS 41 FEET NW OF THE
 CP2628'ROAD INTERSECTION, 27 FEET SW OF A POWER POLE, AND 61 FEET
 CP2628'SE OF MR. MC DONALDS HOUSE.
 CP2628'
 CP2628'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2628'POST, STAMPED ALONZO 1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2628'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2628'
 CP2628'REFERENCE MARK 1 IS 89.57 FEET NE OF THE STATION, 19 FEET
 CP2628'W OF THE APPROXIMATE CENTER OF THE N-S ROAD, AND 9 FEET
 CP2628'S OF THE SE CORNER OF A SHED.  IT IS A BRONZE REFERENCE
 CP2628'DISK SET IN TOP OF A CONCRETE POST, STAMPED ALONZO NO 1 1945,
 CP2628'AND ABOUT FLUSH WITH THE GROUND.
 CP2628'
 CP2628'REFERENCE MARK 2 IS 93.36 FEET SW OF THE STATION, 1 FOOT
 CP2628'N OF THE FENCE, AND 18 FEET S OF THE APPROXIMATE CENTER
 CP2628'OF THE ROAD.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 CP2628'A CONCRETE POST, STAMPED ALONZO NO 2 1945, AND PROJECTS
 CP2628'ABOUT 4 INCHES.
 CP2628'
 CP2628'AZIMUTH MARK IS ABOUT 0.2 MILE SW OF THE STATION AT THE NW
 CP2628'CORNER OF A SMALL SHED.  IT IS A BRONZE AZIMUTH DISK SET
 CP2628'IN TOP OF A CONCRETE POST, AND IS 3 FEET W OF A STANDARD
 CP2628'WITNESS POST.  IT IS STAMPED ALONZO 1945 AND PROJECTS ABOUT
 CP2628'4 INCHES.
 CP2628'
 CP2628'TO REACH THE STATION FROM THE RAILROAD STATION IN TERRY,
 CP2628'GO N ON BLACK-TOP ROAD FOR 0.05 MILE TO A T-ROAD RIGHT, TURN
 CP2628'RIGHT THROUGH UNDERPASS OF RAILROAD AND GO 1.1 MILES TO A FORK,
 CP2628'TAKE RIGHT FORK AND GO 3.45 MILES TO A FORK, TAKE LEFT FORK
 CP2628'AND GO 3.75 MILES TO A BRIDGE OVER THE PEARL RIVER, CONTINUE
 CP2628'STRAIGHT AHEAD FOR 0.95 MILE TO A T-ROAD LEFT AND STATION.
 CP2628'
 CP2628'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 0.15 MILE
 CP2628'TO A SMALL HOUSE ON THE LEFT, TURN LEFT PASSING THE HOUSE
 CP2628'ON THE RIGHT, AND GO 0.05 MILE TO A SMALL SHED AND THE AZIMUTH
 CP2628'MARK.
 CP2628'
 CP2628'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CP2628
 CP2628                          STATION RECOVERY (1957)
 CP2628
 CP2628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2628'THE STATION WAS VISITED 4-10-57 AND THE SUB-SURFACE MARK,
 CP2628'AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 CP2628'IN GOOD CONDITION.  THE MEASUREMENT FROM THE SUB-SURFACE
 CP2628'MARK TO REFERENCE MARKS NO. 1 AND NO. 2 CHECKED THOSE MADE
 CP2628'IN 1945.  DUE TO THE WIDENING OF THE ROAD INTERSECTION THE
 CP2628'SURFACE MARK WAS DISTURBED AND WAS IN DANGER OF BEING DESTROYED
 CP2628'A NEW STATION ALONZO 2 1957 WAS SET 20.93 FEET NORTH-NORTHWEST
 CP2628'OF THE STATION, USING THE AZIMUTH MARK AND REFERENCE MARKS
 CP2628'FOR THE NEW STATION.  THE SUB-SURFACE MARK WAS LEFT INTACT
 CP2628'AND IS DESCRIBED AS FOLLOWS--
 CP2628'
 CP2628'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF TERRY,
 CP2628'ABOUT 0.9 MILE EAST OF PEARL RIVER, IN THE NORTHWEST ANGLE
 CP2628'OF A T ROAD INTERSECTION AND ON PROPERTY OWNED BY MR. J.S.
 CP2628'MC DONALD, 89.57 FEET SOUTHWEST OF REFERENCE MARK NO. 1,
 CP2628'93.36 FEET NORTHEAST OF REFERENCE MARK NO. 2, 50 FEET
 CP2628'WEST-NORTHWEST OF THE CENTER OF THE T ROAD INTERSECTION, 38
 CP2628'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 34 FEET WEST
 CP2628'OF THE CENTER OF A GRAVELED ROAD 75 FEET NORTH OF A 30-INCH
 CP2628'OAK TREE, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP2628'MC DONALD HOUSE, 16 FEET EAST OF A CHINA BERRY TREE, AND
 CP2628'48 FEET SOUTH OF A POWER POLE.  IT IS A STANDARD DISK,
 CP2628'STAMPED ALONZO 1945, 24 INCHES BELOW THE SURFACE OF THE
 CP2628'GROUND.    NOTE--IT IS AT THE SOUTHEAST EDGE
 CP2628'OF THE FRONT LAWN OF THE MC DONALD HOUSE AND IN THE DITCH
 CP2628'OF THE ROAD INTERSECTION
 CP2628'
 CP2628'SEE ALONZO 2 1957 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2629 ***********************************************************************
 CP2629  DESIGNATION -  ALONZO 2
 CP2629  PID         -  CP2629
 CP2629  STATE/COUNTY-  MS/RANKIN
 CP2629  USGS QUAD   -  WHITES (1971)
 CP2629
 CP2629                         *CURRENT SURVEY CONTROL
 CP2629  ___________________________________________________________________
 CP2629* NAD 83(1993)-  32 02 59.69919(N)    090 12 56.28330(W)     NO CHECK  
 CP2629* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 CP2629  ___________________________________________________________________
 CP2629  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP2629  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2629  HORZ ORDER  -  THIRD
 CP2629
 CP2629.The horizontal coordinates were established by classical geodetic methods
 CP2629.and adjusted by the National Geodetic Survey in May 1994.
 CP2629.No horizontal observational check was made to the station.
 CP2629
 CP2629.The orthometric height was scaled from a topographic map.
 CP2629
 CP2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2629
 CP2629.The geoid height was determined by GEOID03.
 CP2629
 CP2629;                    North         East     Units Scale Factor Converg.
 CP2629;SPC MS W     -   282,690.178   711,115.174   MT  0.99995152   +0 03 44.8
 CP2629;SPC MS W     -   927,459.36  2,333,050.37   sFT  0.99995152   +0 03 44.8
 CP2629;UTM  15      - 3,549,360.071   762,901.183   MT  1.00045247   +1 28 42.2
 CP2629
 CP2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2629!SPC MS W     -   0.99999001  x   0.99995152  =   0.99994153
 CP2629!UTM  15      -   0.99999001  x   1.00045247  =   1.00044248
 CP2629
 CP2629|---------------------------------------------------------------------|
 CP2629| PID    Reference Object                     Distance      Geod. Az  |
 CP2629|                                                           dddmmss.s |
 CP2629| CY3263 ALONZO RM 1                          21.106 METERS 02416     |
 CP2629| CP2628 ALONZO                                6.381 METERS 18857     |
 CP2629| CY3264 ALONZO RM 2                          33.180 METERS 22724     |
 CP2629| CY3262 ALONZO AZ MK                                       2501451.2 |
 CP2629| CY3265 ALONZO 2 AZ MK                                     2613551.9 |
 CP2629|---------------------------------------------------------------------|
 CP2629
 CP2629                          SUPERSEDED SURVEY CONTROL
 CP2629
 CP2629  NAD 83(1986)-  32 02 59.71353(N)    090 12 56.27936(W) AD(       ) 3
 CP2629  NAD 27      -  32 02 59.16200(N)    090 12 55.96500(W) AD(       ) 3
 CP2629
 CP2629.Superseded values are not recommended for survey control.
 CP2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2629.See file dsdata.txt to determine how the superseded data were derived.
 CP2629
 CP2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6290149360(NAD 83)
 CP2629_MARKER: DS = TRIANGULATION STATION DISK
 CP2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2629+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2001
 CP2629
 CP2629  HISTORY     - Date     Condition        Report By
 CP2629  HISTORY     - 1957     MONUMENTED       CGS
 CP2629  HISTORY     - 1958     GOOD             CGS
 CP2629  HISTORY     - 1961     GOOD             MSHD
 CP2629  HISTORY     - 1977     GOOD             MSHD
 CP2629  HISTORY     - 20010101 GOOD             LOCSUR
 CP2629  HISTORY     - 20020206 GOOD             CRAFT
 CP2629
 CP2629                          STATION DESCRIPTION
 CP2629
 CP2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2629'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF TERRY,
 CP2629'ABOUT 0.9 MILE EAST OF THE PEARL RIVER, IN THE NORTHWEST
 CP2629'ANGLE OF A T INTERSECTION OF A NORTH-SOUTH AND EAST-WEST
 CP2629'GRAVELED ROADS AND ON PROPERTY OWNED BY MR. J.S. MC DONALD.
 CP2629'IT IS 34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 52
 CP2629'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 56 FEET NORTHWEST
 CP2629'OF THE CENTER OF THE INTERSECTION, 95 FEET NORTH OF A 30-INCH
 CP2629'OAK TREE, 28 FEET SOUTH OF A POWER POLE, 48 FEET
 CP2629'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12 FEET
 CP2629'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 CP2629'HOUSE, AND 22 FEET NORTHEAST OF A SMALL CHINABERRY TREE.
 CP2629'IT IS A STANDARD DISK, STAMPED ALONZO 2 1957, FLUSH WITH THE
 CP2629'GROUND.
 CP2629'
 CP2629'REFERENCE MARK NO. 1 IS 69.25 FEET NORTH-NORTHEAST OF THE
 CP2629'STATION, 19 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 CP2629'41 FEET NORTH OF A POWER POLE, 52 FEET EAST OF THE NORTHEAST
 CP2629'CORNER OF THE HOUSE, 31 FEET NORTHEAST OF A PECAN TREE AND
 CP2629'9 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL SHED.  IT
 CP2629'IS A STANDARD DISK, STAMPED ALONZO NO 1 1945, FLUSH WITH
 CP2629'THE GROUND.
 CP2629'
 CP2629'REFERENCE MARK NO. 2 IS 108.86 FEET SOUTH-SOUTHWEST OF THE
 CP2629'STATION, 20 FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET
 CP2629'SOUTH OF A FENCE LINE, 27 FEET WEST OF A 10-INCH ELM TREE
 CP2629'IN A FENCE CORNER, AND 90 FEET EAST OF A POWER POLE.  IT IS
 CP2629'A STANDARD DISK, STAMPED ALONZO NO 2 1945, PROJECTING 6
 CP2629'INCHES.
 CP2629'
 CP2629'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION AT
 CP2629'THE NORTHEAST CORNER OF A SMALL SHED, 100 PACES SOUTH OF
 CP2629'THE CENTER OF THE GRAVELED ROAD, 38 FEET NORTHEAST OF AN
 CP2629'18-INCH CEDAR TREE, 66 FEET SOUTHEAST OF THE CENTER OF A
 CP2629'TRACK ROAD WHERE IT PASSES BETWEEN TWO LARGE PINE TREES,
 CP2629'AND 3 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CP2629'DISK, STAMPED ALONZO 1945, PROJECTING 6 INCHES.  (NOTE.  A
 CP2629'12 FOOT TARGET NEEDED TO SEE THE AZIMUTH MARK FROM THE
 CP2629'STATION).
 CP2629'
 CP2629'TO REACH THE STATION FROM THE UNDERPASS, UNDER THE ILLINOIS
 CP2629'CENTRAL RAILROAD TRACKS 0.05 MILE NORTH OF THE RAILROAD
 CP2629'STATION IN TERRY, GO EAST ON BLACK TOP ROAD FOR 1.1 MILE
 CP2629'TO A FORK, TAKE RIGHT FORK AND GO SOUTH FOR 1.7 MILES TO
 CP2629'A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 1.65 MILES TO
 CP2629'A RAILROAD TRACK, CROSS TRACKS AND TURN SOUTH FOR 0.2 MILE
 CP2629'TO A FORK, TAKE LEFT FORK AND GO EAST FOR 1.7 MILE TO THE
 CP2629'STEEL BRIDGE OVER THE PEARL RIVER, CROSS BRIDGE AND CONTINUE
 CP2629'EAST FOR 0.7 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CP2629'EAST FOR 0.15 MILE TO A T INTERSECTION AND THE STATION IN
 CP2629'THE NORTHWEST ANGLE.
 CP2629
 CP2629                          STATION RECOVERY (1958)
 CP2629
 CP2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 CP2629'THE STATION WAS VISITED 1-22-58 AND ALL MARKS WERE FOUND
 CP2629'IN GOOD CONDITION.  THE DESCRIPTION WRITTEN IN 1957 IS ADEQUATE.
 CP2629'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  THE DESCRIPTION
 CP2629'OF THE NEW AZIMUTH MARK FOLLOWS--
 CP2629'
 CP2629'THE AZIMUTH MARK IS LOCATED 0.15 MILE SOUTHWEST OF THE STATION,
 CP2629'IN THE NORTHWEST CORNER OF THE YARD OF A GREEN SIDED HOUSE,
 CP2629'88 PACES NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CP2629'58 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 15 FEET
 CP2629'NORTH-NORTHEAST OF A FENCE LINE, 38 FEET EAST-SOUTHEAST OF
 CP2629'AN 18-INCH PINE TREE IN A FENCE CORNER, AND 121 FEET
 CP2629'WEST-SOUTHWEST OF THE CENTER OF THE WEST DRIVEWAY TO THE
 CP2629'HOUSE.  IT IS A STANDARD DISK, STAMPED ALONZO 2 1957, SET
 CP2629'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CP2629
 CP2629                          STATION RECOVERY (1961)
 CP2629
 CP2629'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2629'THE STATION WAS VISITED 8-15-61.  THE STATION, AZIMUTH MARK,
 CP2629'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2629'1957 DESCRIPTION BY A.K.H. IS ADEQUATE.
 CP2629
 CP2629                          STATION RECOVERY (1977)
 CP2629
 CP2629'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2629'THE STATION WAS VISITED 4-13-77 AND THE STATION MARK, RM NO 1, RM
 CP2629'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CP2629'AZIMUTH MARK IS VISIBLE FROM THE STATION.  (NOTE) THE BRIDGE OVER
 CP2629'THE PEARL RIVER IN THE 1957 TO REACH IS CLOSED AT THE PRESENT
 CP2629'TIME.
 CP2629'
 CP2629'THE STATION IS LOCATED 8 MILES SOUTHEAST OF TERRY, 8.7 MILES
 CP2629'SOUTHWEST OF FLORENCE, 10.5 MILES WEST OF STAR, 0.9 MILE EAST OF THE
 CP2629'PEARL RIVER IN THE NORTHWEST ANGLE OF THE JUNCTION OF MONCURE
 CP2629'ROAD AND A BLACK TOP ROAD LEADING NORTH JUST NORTH OF THE
 CP2629'RANKINSIMPSON COUNTY LINE ON THE PROPERTY OF MR. J. S.
 CP2629'MCDONALD IN THE SOUTHEAST 1/4 OF SECTION 32, T 3N, R 1E.  IT IS
 CP2629'48.5 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH OF A TWO STORY
 CP2629'FRAME HOUSE, 49 FEET NORTH OF THE CENTER OF MONCURE ROAD, 38 FEET
 CP2629'WEST OF THE CENTER OF A BLACK TOP ROAD, 97 FEET NORTHWEST OF A
 CP2629'POWER POLE WITH A TRANSFORMER, 55 FEET SOUTH OF THE CENTER OF A
 CP2629'DRIVEWAY, 28 FEET SOUTH-SOUTHWEST OF A UTILITY POLE AND IS
 CP2629'FLUSH WITH THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED
 CP2629'ALONZO 2 1957.
 CP2629'
 CP2629'REFERENCE MARK NO 1 IS 69.25 FEET NORTH-NORTHEAST OF THE STATION.
 CP2629'IT IS 109 FEET NORTH OF THE CENTER OF MONCURE ROAD, 52 FEET
 CP2629'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY FRAME HOUSE,
 CP2629'59 FEET NORTHWEST OF A TELEPHONE POLE, 41 FEET NORTH OF A UTILITY
 CP2629'POLE, 30.5 FEET NORTHEAST OF A 20 INCH PECAN, 19 FEET WEST OF THE
 CP2629'CENTER OF A BLACK TOP ROAD, 16 FEET NORTH OF THE CENTER OF A
 CP2629'DRIVEWAY, 6.5 FEET SOUTHWEST OF A 9 INCH PECAN AND IS FLUSH
 CP2629'WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED ALONZO
 CP2629'NO 1 1945.
 CP2629'
 CP2629'REFERENCE MARK NO 2 IS 108.86 FEET SOUTH-SOUTHWEST OF THE STATION.
 CP2629'IT IS 102 FEET SOUTH OF THE SOUTHEAST CORNER OF A TWO STORY FRAME
 CP2629'HOUSE, 98.5 FEET EAST OF A FENCE CORNER, 26 FEET WEST OF A 20 INCH
 CP2629'OAK, 22 FEET SOUTH OF THE CENTER OF MONCURE ROAD, 4 FEET SOUTHEAST
 CP2629'OF A 10 INCH OAK, 6 FEET SOUTH OF A METAL WITNESS POST AND A FENCE
 CP2629'AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2629'ALONZO NO 2 1945.
 CP2629'
 CP2629'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION.  IT IS 88
 CP2629'PACES NORTHWEST OF THE NORTHWEST CORNER OF A GREEN ASBESTOS SIDING
 CP2629'HOUSE, 124 FEET WEST OF THE CENTER OF THE WEST END OF THE DRIVEWAY,
 CP2629'60 FEET SOUTH OF THE CENTER OF MONCURE ROAD, 26 FEET SOUTH OF A
 CP2629'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST AND PROJECTS 5 INCHES.
 CP2629'IT IS AN AZIMUTH MARK DISK, STAMPED ALONZO 2 1957.
 CP2629'
 CP2629'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 469 AND
 CP2629'U.S. HIGHWAY 49 GO WEST ON STATE HIGHWAY 469 FOR 0.45 MILE TO THE
 CP2629'TRAFFIC LIGHT IN FLORENCE.  TURN LEFT AND CONTINUE SOUTH ON STATE
 CP2629'HIGHWAY 469 FOR 5.55 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 CP2629'GO WEST ON A BLACK TOP ROAD FOR 2.5 MILES TO A FORK JUST BEYOND A
 CP2629'REVERSE Y.  TAKE THE LEFT FORK AND GO WEST ON A BLACK TOP ROAD
 CP2629'FOR 1.75 MILES TO A T INTERSECTION AND A CEMETERY ON THE RIGHT.
 CP2629'TURN LEFT THEN RIGHT AND GO WEST ON A BLACK TOP ROAD FOR 0.75
 CP2629'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD
 CP2629'FOR 2.2 MILES TO A T INTERSECTION AND THE STATION ON THE RIGHT.
 CP2629'TURN RIGHT AND GO WEST ON MONCURE ROAD FOR 0.15 MILE TO THE
 CP2629'AZIMUTH MARK ON THE LEFT.
 CP2629'
 CP2629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 CP2629'OF TERRY.
 CP2629
 CP2629                          STATION RECOVERY (2001)
 CP2629
 CP2629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001
 CP2629'MARK NOW SLIGHTLY BELOW GROUND LEVEL.
 CP2629
 CP2629                          STATION RECOVERY (2002)
 CP2629
 CP2629'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CP2629'HOUSE BURNED DOWN IN JAN. 2002
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2633 ***********************************************************************
 CP2633  DESIGNATION -  AMBER AIRWAY 5 BEACON 14
 CP2633  PID         -  CP2633
 CP2633  STATE/COUNTY-  MS/RANKIN
 CP2633  USGS QUAD   -  FLORENCE (1980)
 CP2633
 CP2633                         *CURRENT SURVEY CONTROL
 CP2633  ___________________________________________________________________
 CP2633* NAD 83(1993)-  32 09 51.01258(N)    090 10 57.34864(W)     ADJUSTED  
 CP2633* NAVD 88     -              **(meters)            **(feet)            
 CP2633  ___________________________________________________________________
 CP2633  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CP2633  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2633  HORZ ORDER  -  THIRD
 CP2633
 CP2633.The horizontal coordinates were established by classical geodetic methods
 CP2633.and adjusted by the National Geodetic Survey in May 1994.
 CP2633
 CP2633
 CP2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2633
 CP2633.The geoid height was determined by GEOID03.
 CP2633
 CP2633;                    North         East     Units Scale Factor Converg.
 CP2633;SPC MS W     -   295,362.887   714,217.423   MT  0.99995249   +0 04 48.9
 CP2633;SPC MS W     -   969,036.41  2,343,228.33   sFT  0.99995249   +0 04 48.9
 CP2633;UTM  15      - 3,562,112.173   765,690.255   MT  1.00047064   +1 30 02.6
 CP2633
 CP2633                          SUPERSEDED SURVEY CONTROL
 CP2633
 CP2633  NAD 83(1986)-  32 09 51.02687(N)    090 10 57.34449(W) AD(       ) 4
 CP2633  NAD 27      -  32 09 50.48800(N)    090 10 57.03000(W) AD(       ) 3
 CP2633
 CP2633.Superseded values are not recommended for survey control.
 CP2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2633.See file dsdata.txt to determine how the superseded data were derived.
 CP2633
 CP2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6569062112(NAD 83)
 CP2633_MARKER: 22 = AIRWAY BEACON
 CP2633
 CP2633  HISTORY     - Date     Condition        Report By
 CP2633  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2633  HISTORY     - 1957     GOOD             CGS
 CP2633  HISTORY     - 1961     GOOD             MSHD
 CP2633
 CP2633                          STATION DESCRIPTION
 CP2633
 CP2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2633'STATION IS A STANDARD CIVIL AERONAUTICS AIRWAY BEACON LOCATED
 CP2633'ABOUT 3 MILES NW OF FLORENCE.  IT IS PAINTED RED AND WHITE.
 CP2633'IT IS ABOUT 60 FEET HIGH.  THE POINT INTERSECTED WAS THE BEACON
 CP2633'LIGHT.
 CP2633'
 CP2633'TO REACH FROM THE POST OFFICE IN FLORENCE, GO W ON GRAVEL ROAD
 CP2633'FOR 2.6 MILES TO A FORK AND STATION FLORENCE IN THE FORK,
 CP2633'TAKE LEFT FORK AND GO 0.6 MILE TO THE BEACON.
 CP2633
 CP2633                          STATION RECOVERY (1957)
 CP2633
 CP2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2633'THE STATION WAS VISITED 4-14-57 AND THE STATION WAS FOUND
 CP2633'WITH THE TOWER AND THE BEACON LIGHT TORN DOWN.  THE CONCRETE
 CP2633'PLATFORM ON WHICH THE BEACON SET WAS FOUND IN GOOD CONDITION
 CP2633'WITH THE FOUR LEGS CUT OFF AT THE TOP OF THE CONCRETE SO THE
 CP2633'CENTER OF THE TOWER CAN BE DETERMINED FOR A THIRD ORDER
 CP2633'POSITION OF THE STATION.
 CP2633'
 CP2633'TO REACH THE STATION FROM THE MAIN CROSSROADS AND POST OFFICE
 CP2633'IN FLORENCE GO WEST ON GRAVELED ROAD FOR 2.5 MILES TO A FORKS,
 CP2633'TAKE LEFT AND GO 0.8 MILE TO A T ROAD, TURN LEFT AND GO
 CP2633'0.2 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO ABOUT
 CP2633'100 FEET TO MR. LEE ROBERTS HOUSE ON THE LEFT, PASS TO THE
 CP2633'RIGHT OF THIS HOUSE AND GO ABOUT 150 FEET TO THE STATION IN THE
 CP2633'PASTURE ON THE TOP OF THE HILL ON LAND OWNED BY MR. LOUIS
 CP2633'REYNOLDS.
 CP2633
 CP2633                          STATION RECOVERY (1961)
 CP2633
 CP2633'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2633'THE STATION WAS VISITED 8-4-61 AND FOUND IN GOOD CONDITION.
 CP2633'A NEW TO REACH FOLLOWS DUE TO THE INADEQUACY OF THE 1957
 CP2633'DESCRIPTION.
 CP2633'
 CP2633'TO REACH THE STATION FROM THE POST OFFICE IN FLORENCE, GO WEST ON
 CP2633'GRAVEL ROAD FOR 2.5 MILES TO A FORK, TAKE LEFT FORK AND GO
 CP2633'0.8 MILE TO A T JUNCTION, TURN LEFT FOR ABOUT 100 FEET, TURN
 CP2633'RIGHT AND GO 0.2 MILE TO A DRIVEWAY ON LEFT, TURN LEFT AND GO
 CP2633'ABOUT 100 FEET TO MR. LEE ROBERTS HOUSE, PASS TO THE RIGHT OF
 CP2633'THE HOUSE, AND GO ABOUT 150 FEET TO THE STATION IN A PASTURE ON
 CP2633'TOP OF THE HILL ON LAND OWNED BY MR. LOUIS REYNOLDS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2316 ***********************************************************************
 BW2316  DESIGNATION -  AMITE
 BW2316  PID         -  BW2316
 BW2316  STATE/COUNTY-  MS/AMITE
 BW2316  USGS QUAD   -  LIBERTY (1988)
 BW2316
 BW2316                         *CURRENT SURVEY CONTROL
 BW2316  ___________________________________________________________________
 BW2316* NAD 83(1993)-  31 12 58.96635(N)    090 45 35.09754(W)     ADJUSTED  
 BW2316* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 BW2316  ___________________________________________________________________
 BW2316  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BW2316  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BW2316  HORZ ORDER  -  SECOND
 BW2316
 BW2316.The horizontal coordinates were established by classical geodetic methods
 BW2316.and adjusted by the National Geodetic Survey in May 1994.
 BW2316
 BW2316.The orthometric height was scaled from a topographic map.
 BW2316
 BW2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2316
 BW2316.The geoid height was determined by GEOID03.
 BW2316
 BW2316;                    North         East     Units Scale Factor Converg.
 BW2316;SPC MS W     -   190,344.180   659,369.559   MT  0.99997035   -0 13 15.6
 BW2316;SPC MS W     -   624,487.53  2,163,281.63   sFT  0.99997035   -0 13 15.6
 BW2316;UTM  15      - 3,455,745.599   713,408.826   MT  1.00016179   +1 09 41.4
 BW2316
 BW2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2316!SPC MS W     -   0.99998392  x   0.99997035  =   0.99995427
 BW2316!UTM  15      -   0.99998392  x   1.00016179  =   1.00014571
 BW2316
 BW2316:                Primary Azimuth Mark                     Grid Az
 BW2316:SPC MS W     -  ADAMS                                    031 19 35.4
 BW2316:UTM  15      -  ADAMS                                    029 56 38.4
 BW2316
 BW2316|---------------------------------------------------------------------|
 BW2316| PID    Reference Object                     Distance      Geod. Az  |
 BW2316|                                                           dddmmss.s |
 BW2316| BW2296 ADAMS                               APPROX.11.9 KM 0310619.8 |
 BW2316| CY3271 AMITE RM 2                           31.248 METERS 03506     |
 BW2316| CY3269 AMITE AZ MK                                        1135354.6 |
 BW2316| CY3270 AMITE RM 1                           29.444 METERS 14138     |
 BW2316| BW2312 LIBERTY MUNICIPAL TANK              APPROX. 8.0 KM 2150336.2 |
 BW2316|---------------------------------------------------------------------|
 BW2316
 BW2316                          SUPERSEDED SURVEY CONTROL
 BW2316
 BW2316  NAD 83(1986)-  31 12 58.98234(N)    090 45 35.09323(W) AD(       ) 2
 BW2316  NAD 27      -  31 12 58.35300(N)    090 45 34.72200(W) AD(       ) 2
 BW2316
 BW2316.Superseded values are not recommended for survey control.
 BW2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2316.See file dsdata.txt to determine how the superseded data were derived.
 BW2316
 BW2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1340955746(NAD 83)
 BW2316_MARKER: DS = TRIANGULATION STATION DISK
 BW2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2316
 BW2316  HISTORY     - Date     Condition        Report By
 BW2316  HISTORY     - 1949     MONUMENTED       CGS
 BW2316  HISTORY     - 1955     GOOD             CGS
 BW2316  HISTORY     - 1959     GOOD             USGS
 BW2316  HISTORY     - 1969     GOOD             MSHD
 BW2316
 BW2316                          STATION DESCRIPTION
 BW2316
 BW2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2316'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF LIBERTY, ON
 BW2316'PROPERTY BELONGING TO MRS. MATTIE PHILLIPS WHO LIVES AT 212 SOUTH
 BW2316'PRENTISS STREET, JACKSON, MISSISSIPPI.  IT IS ABOUT 3/4 MILE
 BW2316'NORTHWEST OF THE HOUSE OF JOHN JACKSON AND A GRAVELED
 BW2316'ROAD LOCALLY KNOWN AS THE OLD LIBERTY-JACKSON ROAD, 50 PACES WEST
 BW2316'OF A WIRE FENCE, 41 FEET EAST OF A TRIANGULAR BLAZED 12-INCH OAK
 BW2316'TREE, 35 FEET SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH OAK TREE,
 BW2316'AND 6 FEET SOUTHEAST OF A WITNESS POST.
 BW2316'
 BW2316'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO EAST
 BW2316'FOR 0.05 MILE.  THEN LEFT FOR ONE BLOCK.  THEN RIGHT (PASSING
 BW2316'BETWEEN THE GRADE SCHOOL AND HIGH SCHOOL BUILDINGS) NORTHEASTERLY
 BW2316'ON A GRAVELED ROAD FOR 4.8 TO A SMALL COUNTRY SCHOOL HOUSE ON THE
 BW2316'RIGHT.  THEN LEFT, NORTHERLY, FOR 0.1 MILE TO THE
 BW2316'HOUSE OF JOHN JACKSON.  PASS THROUGH A GATE JUST NORTH OF THE
 BW2316'HOUSE FOR ABOUT 50 FEET TO THE NORTH SIDE OF A SHED.  THEN
 BW2316'LEFT, WESTERLY, TO ANOTHER GATE.  PASS THROUGH THE GATE,
 BW2316'CONTINUE WESTERLY, ON A DIM TRACK ROAD TO A TENANT HOUSE.
 BW2316'THEN RIGHT, NORTHERLY, ON A DIM WOODS ROAD TO ANOTHER TENANT
 BW2316'HOUSE.  THEN LEFT TO A FENCE CORNER.  THEN RIGHT, NORTHERLY,
 BW2316'ON A DIM WOODS ROAD FOR ABOUT 1/4 MILE TO THE HIGHEST POINT
 BW2316'OF A WOODED HILL AND THE STATION AS DESCRIBED.
 BW2316'
 BW2316'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH TO THE FENCE
 BW2316'CORNER.  THEN LEFT, EASTERLY FOR 0.25 MILE TO THE MARK AS
 BW2316'DESCRIBED.
 BW2316'
 BW2316'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BW2316'AMITE 1949.
 BW2316'
 BW2316'REFERENCE MARK NO. 1 IS 100 FEET WEST OF THE WIRE FENCE, AND
 BW2316'9 FEET SOUTHEAST OF A 16-INCH OAK TREE.  THE MARK PROJECTS 5
 BW2316'INCHES, AND THE DISK IS STAMPED AMITE NO 1 1949.
 BW2316'
 BW2316'REFERENCE MARK NO. 2 IS 24 PACES WEST OF THE WIRE FENCE.  THE
 BW2316'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED AMITE NO 2 1949.
 BW2316'
 BW2316'THE AZIMUTH MARK IS 0.35 MILE FROM THE STATION, 100 FEET
 BW2316'NORTHWEST OF A TENANT HOUSE, 45 FEET WEST OF A FENCE CORNER, 4
 BW2316'FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.
 BW2316'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED AMITE 1949.
 BW2316'
 BW2316'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF A 12-INCH SQUARE
 BW2316'CONCRETE POST.
 BW2316'
 BW2316'A 103 FOOT TOWER AT AMITE WILL SEE 90 FEET AT EAST AND LOVE.
 BW2316'77 FEET AT ADAMS.  64 FEET AT GORDON AND JENKINS.  77 FEET AT
 BW2316'AARON, GRAVES, AND RANDALL.  64 FEET AT LIBERTY.
 BW2316'
 BW2316'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2316
 BW2316                          STATION RECOVERY (1955)
 BW2316
 BW2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2316'THE STATION WAS VISITED 6-9-55 AND ALL MARKS WERE FOUND IN
 BW2316'GOOD CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2316
 BW2316                          STATION RECOVERY (1959)
 BW2316
 BW2316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2316'STATION RECOVERED IN GOOD CONDITION.
 BW2316'
 BW2316'TO REACH GO ABOUT 4.0 MILES N AND 3.0 MILES E OF LIBERTY,
 BW2316'T3N, R4E ABOUT 0.1 MILES SE OF THE PROBABLE N 1/4 CORNER SECTION
 BW2316'24, ABOUT 0.4 MILES W OF STATE HIGHWAY 569 AND DRIVE N TO HOME
 BW2316'OF JOHN JACKSON.  ABOUT 0.3 MILES S OF A GRAVELED ROAD.  450 FEET
 BW2316'S AND 420 FEET E OF T-FENCE S, 100 FEET S AND 130 FEET W OF THE
 BW2316'CREST OF THE W EDGE OF A FORMER FIELD ON TOP OF A WOODED HILL IN
 BW2316'A CONCRETE POST A STANDARD TABLET STAMPED AMITE 1949.
 BW2316
 BW2316                          STATION RECOVERY (1969)
 BW2316
 BW2316'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2316'THE STATION WAS VISITED 7-8-69 AND THE STATION MARK, REFERENCE
 BW2316'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2316'MARK WAS NOT FOUND.
 BW2316'
 BW2316'THE STATION IS LOCATED 4.8 MILES NORTHEAST OF LIBERTY, AND 5.7
 BW2316'MILES NORTHWEST OF EAST FORK IN THE NORTHWEST 1/4 OF SECTION 24,
 BW2316'T 3N, R 4E AND ON PROPERTY OWNED BY INTERNATIONAL PAPER COMPANY.
 BW2316'IT IS 142 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 BW2316'SOUTH OF A METAL WITNESS POST.
 BW2316'
 BW2316'IT IS A C AND GS TRIANGULATION DISK, STAMPED AMITE 1949 PROJECTING
 BW2316'4 INCHES.
 BW2316'
 BW2316'REFERENCE MARK NO. 1 IS 96.60 FEET SOUTHEAST OF THE STATION.
 BW2316'IT IS 8 FEET SOUTH OF A 7 INCH OAK, 21.5 FEET SOUTHWEST OF AN
 BW2316'8 INCH OAK AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BW2316'C AND GS REFERENCE MARK DISK, STAMPED AMITE NO 1 1949 PROJECTING
 BW2316'6 INCHES.
 BW2316'
 BW2316'REFERENCE MARK NO. 2 IS 102.52 FEET NORTH NORTHEAST OF THE
 BW2316'STATION.  IT IS 40 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 52
 BW2316'FEET SOUTH SOUTHEAST OF A 12 INCH PINE AND 1 FOOT SOUTH OF A METAL
 BW2316'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2316'AMITE NO 2 1949 PROJECTING 6 INCHES.
 BW2316'
 BW2316'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 159.55
 BW2316'FEET.
 BW2316'
 BW2316'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN LIBERTY
 BW2316'GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO A TRAFFIC LIGHT.
 BW2316'TURN LEFT (NORTHEAST) AND CONTINUE ON STATE HIGHWAY 569 FOR
 BW2316'4.9 MILES TO A PRIVATE SIDE ROAD LEFT.  TURN LEFT (NORTH) AND
 BW2316'CONTINUE ON A PRIVATE GRAVELED ROAD FOR 0.2 MILE TO A FIELD
 BW2316'ROAD ON THE RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON THE FIELD
 BW2316'ROAD FOR 0.15 MILE TO A TRACK ROAD ON THE LEFT JUST BEFORE
 BW2316'REACHING A TOOL SHED.  TURN LEFT (WEST) AND CONTINUE ON A
 BW2316'TRACK ROAD FOLLOWING ALONG THE NORTH SIDE OF A RIDGE FOR 0.15
 BW2316'MILE TO A GAP.  PASS THROUGH THE GAP AND CONTINUE ON A TRACK
 BW2316'ROAD FOR 100 YARDS TO A PIPE LINE.  TURN RIGHT (NORTH) AND
 BW2316'CONTINUE ON THE PIPE LINE FOR 0.15 MILE TO THE TOP OF A HILL
 BW2316'AND A DIM TRACK ROAD LEFT.  TURN LEFT (WEST) AND
 BW2316'CONTINUE ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE
 BW2316'LEFT.
 BW2316'
 BW2316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES
 BW2316'NORTHEAST OF LIBERTY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0179 ***********************************************************************
 DJ0179  DESIGNATION -  AMORY
 DJ0179  PID         -  DJ0179
 DJ0179  STATE/COUNTY-  MS/MONROE
 DJ0179  USGS QUAD   -  AMORY (1992)
 DJ0179
 DJ0179                         *CURRENT SURVEY CONTROL
 DJ0179  ___________________________________________________________________
 DJ0179* NAD 83(1993)-  33 59 04.78806(N)    088 29 23.71841(W)     ADJUSTED  
 DJ0179* NAVD 88     -        73.151  (meters)     240.00   (feet)  ADJUSTED  
 DJ0179  ___________________________________________________________________
 DJ0179  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DJ0179  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0179  DYNAMIC HT  -          73.076 (meters)     239.75  (feet)  COMP
 DJ0179  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 DJ0179
 DJ0179  HORZ ORDER  -  THIRD
 DJ0179  VERT ORDER  -  SECOND    CLASS 0
 DJ0179
 DJ0179.The horizontal coordinates were established by classical geodetic methods
 DJ0179.and adjusted by the National Geodetic Survey in May 1994.
 DJ0179
 DJ0179.The orthometric height was determined by differential leveling
 DJ0179.and adjusted in June 1991.
 DJ0179.WARNING-Repeat measurements at this control monument indicate possible
 DJ0179.vertical movement.
 DJ0179
 DJ0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0179
 DJ0179.The geoid height was determined by GEOID03.
 DJ0179
 DJ0179.The dynamic height is computed by dividing the NAVD 88
 DJ0179.geopotential number by the normal gravity value computed on the
 DJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0179.degrees latitude (g = 980.6199 gals.).
 DJ0179
 DJ0179.The modeled gravity was interpolated from observed gravity values.
 DJ0179
 DJ0179;                    North         East     Units Scale Factor Converg.
 DJ0179;SPC MS E     -   497,299.280   331,730.189   MT  0.99996241   +0 11 31.1
 DJ0179;SPC MS E     - 1,631,556.05  1,088,351.46   sFT  0.99996241   +0 11 31.1
 DJ0179;UTM  16      - 3,761,455.817   362,378.365   MT  0.99983348   -0 49 58.6
 DJ0179
 DJ0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0179!SPC MS E     -   0.99999287  x   0.99996241  =   0.99995528
 DJ0179!UTM  16      -   0.99999287  x   0.99983348  =   0.99982635
 DJ0179
 DJ0179|---------------------------------------------------------------------|
 DJ0179| PID    Reference Object                     Distance      Geod. Az  |
 DJ0179|                                                           dddmmss.s |
 DJ0179| CF9315 AMORY RM 1                           33.687 METERS 00852     |
 DJ0179| CF9314 AMORY AZ MK                                        0500129.5 |
 DJ0179| DJ1817 BECKER                              APPROX. 5.8 KM 1721210.1 |
 DJ0179| DJ0182 AMORY RM 2                           34.509 METERS 23524     |
 DJ0179| DJ1816 AMORY MUNICIPAL TANK                125.862 METERS 34238     |
 DJ0179|---------------------------------------------------------------------|
 DJ0179
 DJ0179                          SUPERSEDED SURVEY CONTROL
 DJ0179
 DJ0179  NAD 83(1993)-  33 59 04.79304(N)    088 29 23.71634(W) AD(       ) 3
 DJ0179  NAD 83(1986)-  33 59 04.79735(N)    088 29 23.71652(W) AD(       ) 3
 DJ0179  NAD 27      -  33 59 04.39500(N)    088 29 23.56500(W) AD(       ) 3
 DJ0179  NGVD 29 (??/??/92)   73.092  (m)          239.80   (f) ADJ UNCH    2 0
 DJ0179
 DJ0179.Superseded values are not recommended for survey control.
 DJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0179.See file dsdata.txt to determine how the superseded data were derived.
 DJ0179
 DJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6237861456(NAD 83)
 DJ0179_MARKER: DS = TRIANGULATION STATION DISK
 DJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0179_STAMPING: AMORY 1935
 DJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0179+STABILITY: SURFACE MOTION
 DJ0179
 DJ0179  HISTORY     - Date     Condition        Report By
 DJ0179  HISTORY     - 1935     MONUMENTED       CGS
 DJ0179  HISTORY     - 1936     GOOD             USE
 DJ0179  HISTORY     - 1950     GOOD             CGS
 DJ0179  HISTORY     - 1963     GOOD             MSHD
 DJ0179  HISTORY     - 1963     GOOD             MSHD
 DJ0179  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DJ0179  HISTORY     - 20081124 MARK NOT FOUND   MSSU
 DJ0179
 DJ0179                          STATION DESCRIPTION
 DJ0179
 DJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ0179'STATION IS ABOUT 50 YARDS E OF THE SE CORNER OF THE
 DJ0179'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 1 BLOCK W OF A
 DJ0179'CONFEDERATE MEMORIAL, AT THE NW CORNER OF THE CITY PARK, 10 FEET
 DJ0179'E OF THE CENTERLINE OF THE ENTRANCE TO THE PARK AND 50 FEET S OF
 DJ0179'THE CENTERLINE OF THE STREET.  A BRONZE TRIANGULATION DISK, STAMPED
 DJ0179'AMORY 1935 AND SET IN THE TOP OF A CONCRETE POST.  ELEVATION
 DJ0179'IS 73.107 METERS (239.852 FEET).
 DJ0179'
 DJ0179'REFERENCE MARK 2 IS 40 FEET E OF THE SE CORNER OF THE
 DJ0179'ST. LOUIS-SAN FRANCISO RAILWAY STATION, ABOUT 1 BLOCK
 DJ0179'W OF A CONFEDERATE MEMORIAL, AT THE NW CORNER OF THE CITY
 DJ0179'PARK, IN THE TOP OF A CONCRETE CURB, AND UNDER AN IRON GUARDRAIL.
 DJ0179'A BRONZE REFERENCE DISK, STAMPED AMORY II 1935.  ELEVATION
 DJ0179'IS 73.925 METERS (242.536 FEET).
 DJ0179
 DJ0179                          STATION RECOVERY (1936)
 DJ0179
 DJ0179'RECOVERY NOTE BY US ENGINEERS 1936
 DJ0179'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS STAMPED
 DJ0179'AMORY 1935.
 DJ0179'
 DJ0179'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  IT IS STAMPED
 DJ0179'AMORY NO 2 1935.
 DJ0179
 DJ0179                          STATION RECOVERY (1950)
 DJ0179
 DJ0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ0179'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE AMORY CITY
 DJ0179'PARK, 124 FEET EAST OF THE SOUTHEAST CORNER OF THE DEPOT,
 DJ0179'43 FEET EAST OF THE PARK ENTRANCE, AND 15 FEET SOUTH OF A
 DJ0179'SIDEWALK.
 DJ0179'
 DJ0179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FIRST
 DJ0179'AVENUE FOR 0.2 MILE TO THE MARK ON THE LEFT.
 DJ0179'
 DJ0179'STATION MARK IS 1 INCH UNDER THE GROUND, AND THE DISK IS
 DJ0179'STAMPED AMORY 1935.
 DJ0179'
 DJ0179'REFERENCE MARK NO. 1 IS 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DJ0179'OF THE AMORY HOTEL.  THE DISK IS SET FLUSH IN THE CURB OF THE
 DJ0179'STREET AND IS STAMPED AMORY NO 1 1935.
 DJ0179'
 DJ0179'REFERENCE MARK NO. 2 IS 15 FEET SOUTHEAST OF THE SOUTHEAST
 DJ0179'CORNER OF THE DEPOT.  THE DISK IS SET FLUSH IN THE CONCRETE
 DJ0179'PLATFORM AND IS STAMPED AMORY NO II 1935.
 DJ0179'
 DJ0179'AZIMUTH MARK IS 12 FEET NORTH OF THE NORTH CURB OF THE
 DJ0179'STREET AND 5 FEET SOUTH OF THE EAST WING OF THE FIRST
 DJ0179'BAPTIST CHURCH.  THE DISK IS SET FLUSH IN A SIDEWALK AND
 DJ0179'IS STAMPED AMORY AZI 1935.
 DJ0179'
 DJ0179'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 DJ0179'CONCRETE CYLINDER.  REFERENCE MARKS ARE STANDARD DISKS SET IN
 DJ0179'CONCRETE.  AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN
 DJ0179'CONCRETE.
 DJ0179'
 DJ0179'AN ELEVATION HAS BEEN DETERMINED.
 DJ0179'
 DJ0179'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 DJ0179
 DJ0179                          STATION RECOVERY (1963)
 DJ0179
 DJ0179'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0179'THE STATION WAS VISITED JANUARY 8, 1963 AND ALL MARKS WERE
 DJ0179'FOUND IN GOOD CONDITION.
 DJ0179'THE 1950 DESCRIPTION IS ADEQUATE.
 DJ0179
 DJ0179                          STATION RECOVERY (1963)
 DJ0179
 DJ0179'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0179'IN AMORY.
 DJ0179'THE MARK IS LOCATED AT THE NORTHEAST CORNER OF THE CITY PARK, 130 FEET
 DJ0179'NORTH OF THE FLAG POLE, 124 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 DJ0179'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 54 FEET SOUTHEAST OF THE
 DJ0179'CENTERLINE OF THE STREET, AND TWO INCHES UNDERGROUND. A STANDARD
 DJ0179'TRIANGULATION-STATION DISK, STAMPED AMORY 1935 AND SET IN THE TOP OF A
 DJ0179'CONCRETE POST.
 DJ0179
 DJ0179                          STATION RECOVERY (1973)
 DJ0179
 DJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 DJ0179'THE STATION WAS VISITED ON 11-1-73 AND REFERENCE MARK NO. 2 WAS FOUND
 DJ0179'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH THE DISK
 DJ0179'MISSING, A NEW DISK WAS PLACED IN THE DRILL HOLE AND THE DISK FIT
 DJ0179'THE IMPRINT IN THE CONCRETE CURB.  THE STATION MARK WAS FOUND UNDER
 DJ0179'A NEW STREET RECENTLY CONSTRUCTED.  IT WAS ABOUT 6 INCHES BELOW
 DJ0179'THE SURFACE OF THE NEW STREET.  THE MARK WAS FOUND WITH THE DISK
 DJ0179'MISSING AND ONLY THE SHANK REMAINING, THE SHANK WAS REMOVED AND A
 DJ0179'DISK ON A 10-INCH SECTION OF COPPER WELD ROD WAS CEMENTED IN THE
 DJ0179'HOLE, BRING THE MARK TO THE TOP OF THE STREET, CEMENT WAS THEN
 DJ0179'POURED AROUND THE ROAD FILLING THE HOLE IN THE STREET, LEAVING THE
 DJ0179'DISK EXPOSED ON THE SURFACE OF THE STREET.  THE ANGLE BETWEEN THE
 DJ0179'REFERENCE MARKS CHECKED WITHIN 10 SECONDS.  THE MEASUREMENTS TO BOTH
 DJ0179'REFERENCE MARKS WERE FOUND TO BE IN ERROR 1 FOOT BOTH
 DJ0179'MEASUREMENTS BEING 1 FOOT SHORTER THAN IN 1950.  A NEW
 DJ0179'DESCRIPTION FOLLOWS--
 DJ0179'
 DJ0179'THE STATION IS LOCATED IN AMORY, NEAR THE NORTH END OF THE CITY HALL
 DJ0179'AT THE NORTHWEST CORNER OF THE CITY PARK, 58.5 FEET SOUTHEAST OF THE
 DJ0179'CENTER OF FIRST STREET, 9.5 FEET SOUTHWEST OF THE CURB OF THE
 DJ0179'STREET, 12 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK, 15
 DJ0179'FEET SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST EDGE OF
 DJ0179'THE SIDEWALK LEADING NORTHEAST, 71.5 FEET SOUTHWEST OF THE
 DJ0179'NORTHWEST CORNER OF A CYCLONE FENCE AROUND THE STEAM
 DJ0179'LOCOMOTIVE, 129 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DJ0179'FRISCO R.R. STATION, 51.5 FEET SOUTHWEST OF A 2-FOOT OAK TREE, 16
 DJ0179'FEET SOUTHWEST OF THE PROJECTED PLANE OF THE NORTHEAST WALL
 DJ0179'OF THE CITY HALL, 135.5 FEET NORTHWEST OF THE NORTH CORNER OF THE
 DJ0179'CITY HALL, 75.5 FEET NORTHWEST OF A 2-FOOT OAK TREE ON THE NORTH SIDE
 DJ0179'OF THE PARKING LOT, AND 12 FEET SOUTHEAST OF THE PROJECTED PLANE
 DJ0179'OF THE SOUTHEAST WALL OF THE RAILROAD STATION.  IT IS A TRIANGULATION
 DJ0179'STATION DISK SET FLUSH WITH THE SURFACE OF THE STREET.  IT IS
 DJ0179'STAMPED AMORY 1950 1973.
 DJ0179'
 DJ0179'THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE AND THE DISK WAS
 DJ0179'RECLAIMED.
 DJ0179'
 DJ0179'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 94 FEET NORTHEAST
 DJ0179'OF THE CENTER OF THE STREET, 23 FEET NORTHWEST OF THE CENTER OF
 DJ0179'FIRST STREET 4 FEET NORTHEAST OF THE PROJECTED PLANE OF THE
 DJ0179'SOUTHWEST FENCE AROUND THE STEAM LOC MOTIVE, 109 FEET SOUTHWEST OF
 DJ0179'THE SOUTH CORNER OF A BRICK STORE.  IT IS A REFERENCE MARK DISK
 DJ0179'SET IN A DRILL IN THE CONCRETE CURB OF THE NORTHWEST CURB OF FIRST
 DJ0179'STREET.  IT IS STAMPED AMORY NO 1 1935 1973.
 DJ0179'
 DJ0179'REFERENCE MARK NO. 2 IS 113.22 FEET SOUTHWEST OF THE STATION, 20
 DJ0179'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRISCO R.R. STA. 16
 DJ0179'FEET NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST WALL OF THE
 DJ0179'RAILROAD STA. 8 FEET SOUTHEAST OF THE STEEL BATTERY BOX FOR THE
 DJ0179'TELEGRAPH, 76 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 DJ0179'TRACK, 1.5 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE, AND 83.5 FEET
 DJ0179'NORTH OF A LONE 3 FOOT OAK TREE.  IT IS A REFERENCE MARK DISK SET
 DJ0179'IN THE OLD CONCRETE PLATFORM OF THE RAILROAD STA.  IT IS STAMPED
 DJ0179'AMORY II 1935.
 DJ0179'
 DJ0179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MONROE.
 DJ0179
 DJ0179                          STATION RECOVERY (2008)
 DJ0179
 DJ0179'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JTF)
 DJ0179'DJ0179 APPEARS TO BE DESTROYED. REFERENCE MARK 1 AND 2 WERE FOUND.
 DJ0179'DJ0179 WAS LOCATED IN A CONRETE MONUMENT AND IT APPEARS THAT THE
 DJ0179'MONUMENT HAS BEEN DUG UP AND THE SPOT REPAVED, POSSIBLY DUE TO A
 DJ0179'PIPELINE FAILURE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1816 ***********************************************************************
 DJ1816  DESIGNATION -  AMORY MUNICIPAL TANK
 DJ1816  PID         -  DJ1816
 DJ1816  STATE/COUNTY-  MS/MONROE
 DJ1816  USGS QUAD   -  AMORY (1992)
 DJ1816
 DJ1816                         *CURRENT SURVEY CONTROL
 DJ1816  ___________________________________________________________________
 DJ1816* NAD 83(1993)-  33 59 08.68661(N)    088 29 25.18251(W)     ADJUSTED  
 DJ1816* NAVD 88     -              **(meters)            **(feet)            
 DJ1816  ___________________________________________________________________
 DJ1816  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DJ1816  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ1816  HORZ ORDER  -  THIRD
 DJ1816
 DJ1816.The horizontal coordinates were established by classical geodetic methods
 DJ1816.and adjusted by the National Geodetic Survey in May 1994.
 DJ1816
 DJ1816
 DJ1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1816
 DJ1816.The geoid height was determined by GEOID03.
 DJ1816
 DJ1816;                    North         East     Units Scale Factor Converg.
 DJ1816;SPC MS E     -   497,419.270   331,692.209   MT  0.99996238   +0 11 30.3
 DJ1816;SPC MS E     - 1,631,949.72  1,088,226.86   sFT  0.99996238   +0 11 30.3
 DJ1816;UTM  16      - 3,761,576.452   362,342.542   MT  0.99983360   -0 49 59.5
 DJ1816
 DJ1816                          SUPERSEDED SURVEY CONTROL
 DJ1816
 DJ1816  NAD 83(1993)-  33 59 08.69062(N)    088 29 25.18008(W) AD(       ) 4
 DJ1816  NAD 83(1986)-  33 59 08.69568(N)    088 29 25.18059(W) AD(       ) 4
 DJ1816  NAD 27      -  33 59 08.29600(N)    088 29 25.03000(W) AD(       ) 3
 DJ1816
 DJ1816.Superseded values are not recommended for survey control.
 DJ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1816.See file dsdata.txt to determine how the superseded data were derived.
 DJ1816
 DJ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6234361576(NAD 83)
 DJ1816_MARKER: 53 = ELEVATED TANK
 DJ1816
 DJ1816  HISTORY     - Date     Condition        Report By
 DJ1816  HISTORY     - 1950     FIRST OBSERVED   CGS
 DJ1816  HISTORY     - 1963     GOOD             MSHD
 DJ1816
 DJ1816                          STATION DESCRIPTION
 DJ1816
 DJ1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1816'STATION IS NEAR THE APPROXIMATE CENTER OF THE CITY OF AMORY.
 DJ1816'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND IT IS
 DJ1816'APPROXIMATELY 125 FEET IN HEIGHT.  THE POINT OF INTERSECTION WAS
 DJ1816'THE CENTER OF THE TOP.
 DJ1816
 DJ1816                          STATION RECOVERY (1963)
 DJ1816
 DJ1816'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1816'THE STATION WAS VISITED 2-63 AND FOUND IN GOOD CONDITION.
 DJ1816'
 DJ1816'THE 1950 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0180 ***********************************************************************
 DJ0180  DESIGNATION -  AMORY RESET 1973
 DJ0180  PID         -  DJ0180
 DJ0180  STATE/COUNTY-  MS/MONROE
 DJ0180  USGS QUAD   -  AMORY (1992)
 DJ0180
 DJ0180                         *CURRENT SURVEY CONTROL
 DJ0180  ___________________________________________________________________
 DJ0180* NAD 83(1986)-  33 59 04.     (N)    088 29 23.     (W)     SCALED    
 DJ0180* NAVD 88     -        73.28   (meters)     240.4    (feet)  RESET     
 DJ0180  ___________________________________________________________________
 DJ0180  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0180  VERT ORDER  -  THIRD
 DJ0180
 DJ0180.The horizontal coordinates were scaled from a topographic map and have
 DJ0180.an estimated accuracy of +/- 6 seconds.
 DJ0180
 DJ0180.The orthometric height was computed from unverified reset data.
 DJ0180.No vertical observational check was made to the station.
 DJ0180
 DJ0180.The geoid height was determined by GEOID03.
 DJ0180
 DJ0180;                    North         East    Units  Estimated Accuracy
 DJ0180;SPC MS E     -   497,280.      331,750.      MT  (+/- 180 meters Scaled)
 DJ0180
 DJ0180                          SUPERSEDED SURVEY CONTROL
 DJ0180
 DJ0180  NGVD 29 (08/12/04)   73.22   (m)          240.2    (f) RESET       3  
 DJ0180
 DJ0180.Superseded values are not recommended for survey control.
 DJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0180.See file dsdata.txt to determine how the superseded data were derived.
 DJ0180
 DJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC623614(NAD 83)
 DJ0180_MARKER: DS = TRIANGULATION STATION DISK
 DJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0180_STAMPING: AMORY 1935 1973
 DJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0180+STABILITY: SURFACE MOTION
 DJ0180
 DJ0180  HISTORY     - Date     Condition        Report By
 DJ0180  HISTORY     - 1973     MONUMENTED       NGS
 DJ0180
 DJ0180                          STATION DESCRIPTION
 DJ0180
 DJ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DJ0180'IN AMORY.
 DJ0180'LOCATED IN AMORY NEAR THE NORTH END OF THE CITY HALL, AT THE NORTHWEST
 DJ0180'CORNER OF THE CITY PARK, 58 FEET SE OF THE CENTER OF FIRST STREET, 9.5
 DJ0180'FEET SOUTHWEST OF THE CURB OF THE STREET, 12 FEET SOUTHWEST OF THE
 DJ0180'SOUTHWEST EDGE OF THE SIDEWALK, 15 FEET SOUTHEAST OF THE PROJECTED
 DJ0180'PLANE OF SOUTHEAST EDGE OF THE SIDEWALK LEADING NORTHEAST, 71.5 FEET
 DJ0180'SOUTHWEST OF THE NORTHWEST CORNER OF A CYCLONE FENCE AROUND THE STEAM
 DJ0180'LOCAMOTIVE, 129 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FRISCO
 DJ0180'RAILROAD STATION, 51.5 FEET SOUTHWEST OF A 2-FOOT OAK TREE, 16 FEET
 DJ0180'SOUTHWEST OF THE PROJECTED PLANE OF THE NORTHEAST WALL OF THE CITY
 DJ0180'HALL, 135.5 FEET NORTHWEST OF THE NORTH CORNER OF THE CITY HALL 75.5
 DJ0180'FEET NORTHWEST OF A 2 FOOT OAK TREE AT THE NORTH SIDE OF THE PARKING
 DJ0180'LOT.  IT IS A STANDARD TRIANGULATION STATION DISK SET FLUSH WITH THE
 DJ0180'SURFACE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0182 ***********************************************************************
 DJ0182  DESIGNATION -  AMORY RM 2
 DJ0182  PID         -  DJ0182
 DJ0182  STATE/COUNTY-  MS/MONROE
 DJ0182  USGS QUAD   -  AMORY (1992)
 DJ0182
 DJ0182                         *CURRENT SURVEY CONTROL
 DJ0182  ___________________________________________________________________
 DJ0182* NAD 83(1986)-  33 59 04.     (N)    088 29 23.     (W)     SCALED    
 DJ0182* NAVD 88     -        73.978  (meters)     242.71   (feet)  ADJUSTED  
 DJ0182  ___________________________________________________________________
 DJ0182  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0182  DYNAMIC HT  -          73.903 (meters)     242.46  (feet)  COMP
 DJ0182  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 DJ0182
 DJ0182  VERT ORDER  -  SECOND    CLASS 0
 DJ0182
 DJ0182.The horizontal coordinates were scaled from a topographic map and have
 DJ0182.an estimated accuracy of +/- 6 seconds.
 DJ0182
 DJ0182.The orthometric height was determined by differential leveling
 DJ0182.and adjusted in June 1991.
 DJ0182.WARNING-Repeat measurements at this control monument indicate possible
 DJ0182.vertical movement.
 DJ0182
 DJ0182.The geoid height was determined by GEOID03.
 DJ0182
 DJ0182.The dynamic height is computed by dividing the NAVD 88
 DJ0182.geopotential number by the normal gravity value computed on the
 DJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0182.degrees latitude (g = 980.6199 gals.).
 DJ0182
 DJ0182.The modeled gravity was interpolated from observed gravity values.
 DJ0182
 DJ0182;                    North         East    Units  Estimated Accuracy
 DJ0182;SPC MS E     -   497,280.      331,750.      MT  (+/- 180 meters Scaled)
 DJ0182
 DJ0182                          SUPERSEDED SURVEY CONTROL
 DJ0182
 DJ0182  NGVD 29 (??/??/92)   73.920  (m)          242.52   (f) ADJ UNCH    2 0
 DJ0182
 DJ0182.Superseded values are not recommended for survey control.
 DJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0182.See file dsdata.txt to determine how the superseded data were derived.
 DJ0182
 DJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC623614(NAD 83)
 DJ0182_MARKER: DR = REFERENCE MARK DISK
 DJ0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0182_SP_SET: STATION PLATFORM
 DJ0182_STAMPING: AMORY II 1935
 DJ0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0182
 DJ0182  HISTORY     - Date     Condition        Report By
 DJ0182  HISTORY     - 1935     MONUMENTED       CGS
 DJ0182  HISTORY     - 1963     GOOD             MSHD
 DJ0182
 DJ0182                          STATION DESCRIPTION
 DJ0182
 DJ0182'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0182'IN AMORY.
 DJ0182'THE MARK IS LOCATED AT THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 15
 DJ0182'FEET EAST OF THE EAST CORNER OF THE BUILDING, 6 INCHES SOUTHWEST OF
 DJ0182'THE IRON-PIPE GUARD-RAIL AROUND THE STATION PLATFORM AND IN THE
 DJ0182'CONCRETE WALK AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1775 ***********************************************************************
 EG1775  DESIGNATION -  ANCHOR
 EG1775  PID         -  EG1775
 EG1775  STATE/COUNTY-  MS/LAFAYETTE
 EG1775  USGS QUAD   -  WATER VALLEY EAST (1983)
 EG1775
 EG1775                         *CURRENT SURVEY CONTROL
 EG1775  ___________________________________________________________________
 EG1775* NAD 83(1993)-  34 14 09.61848(N)    089 34 52.51733(W)     ADJUSTED  
 EG1775* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 EG1775  ___________________________________________________________________
 EG1775  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EG1775  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EG1775  HORZ ORDER  -  THIRD
 EG1775
 EG1775.The horizontal coordinates were established by classical geodetic methods
 EG1775.and adjusted by the National Geodetic Survey in May 1994.
 EG1775
 EG1775.The orthometric height was scaled from a topographic map.
 EG1775
 EG1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1775
 EG1775.The geoid height was determined by GEOID03.
 EG1775
 EG1775;                    North         East     Units Scale Factor Converg.
 EG1775;SPC MS E     -   525,377.684   231,097.831   MT  1.00000850   -0 25 14.9
 EG1775;SPC MS E     - 1,723,676.62    758,193.47   sFT  1.00000850   -0 25 14.9
 EG1775;SPC MS W     -   525,380.504   769,285.144   MT  1.00000915   +0 25 23.3
 EG1775;SPC MS W     - 1,723,685.87  2,523,896.34   sFT  1.00000915   +0 25 23.3
 EG1775;UTM  16      - 3,791,338.388   262,258.219   MT  1.00029677   -1 27 10.5
 EG1775
 EG1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1775!SPC MS E     -   0.99998770  x   1.00000850  =   0.99999620
 EG1775!SPC MS W     -   0.99998770  x   1.00000915  =   0.99999685
 EG1775!UTM  16      -   0.99998770  x   1.00029677  =   1.00028446
 EG1775
 EG1775:                Primary Azimuth Mark                     Grid Az
 EG1775:SPC MS E     -  THACKERS 2                               001 31 25.9
 EG1775:SPC MS W     -  THACKERS 2                               000 40 47.7
 EG1775:UTM  16      -  THACKERS 2                               002 33 21.5
 EG1775
 EG1775|---------------------------------------------------------------------|
 EG1775| PID    Reference Object                     Distance      Geod. Az  |
 EG1775|                                                           dddmmss.s |
 EG1775| EG1767 THACKERS 2                          APPROX.10.1 KM 0010611.0 |
 EG1775| EG1777 ANCHOR 2                             53.083 METERS 00458     |
 EG1775| CG3123 ANCHOR 2 RM 3                        52.547 METERS 01944     |
 EG1775| EG1774 K 98                                 61.113 METERS 07843     |
 EG1775| CG3121 ANCHOR RM 1                          12.812 METERS 09525     |
 EG1775| CG3122 ANCHOR RM 2                          10.162 METERS 17615     |
 EG1775| CG3120 ANCHOR AZ MK                                       3392247.1 |
 EG1775| CG3124 ANCHOR 2 RM 4                        59.555 METERS 34605     |
 EG1775|---------------------------------------------------------------------|
 EG1775
 EG1775                          SUPERSEDED SURVEY CONTROL
 EG1775
 EG1775  NAD 83(1986)-  34 14 09.62982(N)    089 34 52.51509(W) AD(       ) 3
 EG1775  NAD 27      -  34 14 09.23800(N)    089 34 52.21600(W) AD(       ) 3
 EG1775
 EG1775.Superseded values are not recommended for survey control.
 EG1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1775.See file dsdata.txt to determine how the superseded data were derived.
 EG1775
 EG1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6225891338(NAD 83)
 EG1775_MARKER: DS = TRIANGULATION STATION DISK
 EG1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1775
 EG1775  HISTORY     - Date     Condition        Report By
 EG1775  HISTORY     - 1956     MONUMENTED       CGS
 EG1775  HISTORY     - 1973     GOOD             NGS
 EG1775
 EG1775                          STATION DESCRIPTION
 EG1775
 EG1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1775'THE STATION IS LOCATED NEAR SECTION LINE 1 AND 2, T 10 S, R 4 W,
 EG1775'ABOUT 9.5 MILES
 EG1775'SOUTH-SOUTHWEST OF OXFORD, 6.5 MILES NORTH-NORTHEAST OF WATER
 EG1775'VALLEY, ON THE SOUTH
 EG1775'SIDE OF STATE HIGHWAY 7.  THE STATION IS ON A
 EG1775'TIMBERED-RIDGE ABOUT 100 YARDS NORTH OF
 EG1775'THE HIGHEST PART, AND ABOUT
 EG1775'50 YARDS WEST OF A POWER LINE, AT THE SOUTH EDGE OF
 EG1775'HIGHWAY
 EG1775'RIGHT-OF-WAY AND ABOUT 15 FEET ABOVE THE ROAD BED, ON PROPERTY OF MRS
 EG1775'FLORENCE ANDERSON.
 EG1775'
 EG1775'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 7 IN
 EG1775'OXFORD, GO SOUTH ON STATE
 EG1775'HIGHWAY 7 FOR 6.5 MILES TO THE BRIDGE ACROSS YOCONA
 EG1775'RIVER, CONTINUE SOUTH ON HIGHWAY
 EG1775'FOR 3.4 MILES TO A CROSSROAD
 EG1775'INTERSECTION AT THE BUCK BROWN GROCERY, CONTINUE
 EG1775'SOUTH AND SOUTHWEST
 EG1775'ON HIGHWAY 7 FOR 1.4 MILES TO TOP OF RIDGE AND THE STATION ON THE
 EG1775'LEFT.  TO REACH
 EG1775'THE AZIMUTH MARK FROM THE STATION, GO WEST ABOUT 0.05
 EG1775'MILE TO THE FIRST SIDE ROAD ON THE
 EG1775'RIGHT, TURN RIGHT, DIRT ROAD, GO
 EG1775'0.3 MILE TO FENCE LINE AND THE AZIMUTH MARK.
 EG1775'
 EG1775'STATION MARKS, ARE STANDARD DISKS, STAMPED ANCHOR 1956.  THE SURFACE
 EG1775'STATION MARK IS SET IN A
 EG1775'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 EG1775'GROUND.  IT IS 258 FEET WEST OF A
 EG1775'DRIVEWAY WHICH LEADS SOUTH FROM
 EG1775'HIGHWAY, 146 FEET SOUTHWEST OF A POWER LINE POLE,
 EG1775'WITH TRANSFORMER,
 EG1775'61 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, AND 5 FEET SOUTH OF A
 EG1775'STANDARD WITNESS
 EG1775'POST.  THE UNDERGROUND STATION MARK IS SET IN AN
 EG1775'IRREGULAR MASS OF CONCRETE 40
 EG1775'INCHES BELOW GROUND.
 EG1775'
 EG1775'REFERENCE MARK 1, A STANDARD DISK, STAMPED ANCHOR NO 1 1956, IS SET
 EG1775'IN A SQUARE CONCRETE POST
 EG1775'WHICH IS SET FLUSH WITH THE GROUND.  IT IS 65 FEET
 EG1775'NORTHWEST OF A TRACK ROAD, AND
 EG1775'22 FEET SOUTH OF THE EDGE OF
 EG1775'RIGHT-OF-WAY BANK.
 EG1775'
 EG1775'REFERENCE MARK 2, A STANDARD DISK, STAMPED ANCHOR NO 2 1956, IS SET
 EG1775'IN A SQUARE CONCRETE POST
 EG1775'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 75 FEET
 EG1775'WEST OF A TRACK ROAD, AND 56
 EG1775'FEET SOUTH OF THE EDGE OF RIGHT-OF-WAY
 EG1775'BANK.
 EG1775'
 EG1775'AZIMUTH MARK, A STANDARD DISK, STAMPED ANCHOR 1956, IS SET IN A
 EG1775'SQUARE CONCRETE POST WHICH
 EG1775'PROJECTS 4 INCHES ABOVE GROUND.  IT IS ABOUT 80 FEET
 EG1775'NORTHWEST OF THE NORTHWEST
 EG1775'CORNER OF A SMALL LAKE, 60 FEET NORTHWEST
 EG1775'OF A TRACK ROAD, 2 FEET SOUTH OF FENCE LINE,
 EG1775'AND 2 FEET EAST OF A
 EG1775'STANDARD WITNESS POST.
 EG1775'
 EG1775'THE U S ENGINEER BENCH MARK OF VICKSBURG DISTRICT, STAMPED K-98 YR
 EG1775'1940, IS A CAP ON A 1-INCH
 EG1775'PIPE WHICH PROJECTS 1 FOOT ABOVE GROUND.  IT IS 110
 EG1775'FEET SOUTHEAST OF A POWER POLE,
 EG1775'WITH TRANSFORMER, 60 FEET WEST OF
 EG1775'DRIVEWAY, AND 28 FEET SOUTH OF CENTER OF STATE
 EG1775'HIGHWAY 7.
 EG1775'
 EG1775'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 EG1775
 EG1775                          STATION RECOVERY (1973)
 EG1775
 EG1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 EG1775'THE STATION, REFERENCE MARK NO. 1 AND NO. 2 AND (USE) K 98 WERE
 EG1775'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AT THIS
 EG1775'DATE.  THE STATION MARK AND REFERENCE MARK NO. 1 AND NO. 2 AND K 98
 EG1775'(USE) WERE REQUESTED MOVED AT THIS DATE DUE TO HIGHWAY
 EG1775'CONSTRUCTION.  THIS WAS DONE BY ESTABLISHING A NEW STATION ANCHOR
 EG1775'2 1973 53.081 METERS NORTH OF THE STATION.  REFERENCE MARKS NO. 3
 EG1775'AND NO. 4 WERE ESTABLISHED FOR THE NEW STATION.  AN AZIMUTH MARK
 EG1775'(REFERENCE MARK NO. 5)WAS ESTABLISHED AND A POLARIS
 EG1775'OBSERVATION MADE TO DETERMINE ITS AZIMUTH.  THE ELEVATION FOR K 98
 EG1775'(USE) WAS TRANSFERED TO THE NEW STATION.  THE DISKS FOR
 EG1775'STATION AND REFERENCE MARK NO. 1 AND NO. 2 WERE
 EG1775'RECLAIMED AT THIS DATE.
 EG1775'
 EG1775'SEE DESCRIPTION FOR STATION ANCHOR 2 1973.
 EG1775'
 EG1775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NORTHEAST
 EG1775'OF WATER VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1777 ***********************************************************************
 EG1777  DESIGNATION -  ANCHOR 2
 EG1777  PID         -  EG1777
 EG1777  STATE/COUNTY-  MS/LAFAYETTE
 EG1777  USGS QUAD   -  WATER VALLEY EAST (1983)
 EG1777
 EG1777                         *CURRENT SURVEY CONTROL
 EG1777  ___________________________________________________________________
 EG1777* NAD 83(1993)-  34 14 11.33475(N)    089 34 52.33751(W)     NO CHECK  
 EG1777* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 EG1777  ___________________________________________________________________
 EG1777  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EG1777  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EG1777  HORZ ORDER  -  THIRD
 EG1777
 EG1777.The horizontal coordinates were established by classical geodetic methods
 EG1777.and adjusted by the National Geodetic Survey in May 1994.
 EG1777.No horizontal observational check was made to the station.
 EG1777
 EG1777.The orthometric height was scaled from a topographic map.
 EG1777
 EG1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1777
 EG1777.The geoid height was determined by GEOID03.
 EG1777
 EG1777;                    North         East     Units Scale Factor Converg.
 EG1777;SPC MS E     -   525,430.532   231,102.821   MT  1.00000849   -0 25 14.8
 EG1777;SPC MS E     - 1,723,850.00    758,209.84   sFT  1.00000849   -0 25 14.8
 EG1777;SPC MS W     -   525,433.420   769,289.355   MT  1.00000916   +0 25 23.4
 EG1777;SPC MS W     - 1,723,859.48  2,523,910.16   sFT  1.00000916   +0 25 23.4
 EG1777;UTM  16      - 3,791,391.153   262,264.162   MT  1.00029674   -1 27 10.4
 EG1777
 EG1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1777!SPC MS E     -   0.99998770  x   1.00000849  =   0.99999619
 EG1777!SPC MS W     -   0.99998770  x   1.00000916  =   0.99999686
 EG1777!UTM  16      -   0.99998770  x   1.00029674  =   1.00028443
 EG1777
 EG1777:                Primary Azimuth Mark                     Grid Az
 EG1777:SPC MS E     -  ANCHOR 2 RM 5 AZIMUTH                    094 37 13.6
 EG1777:SPC MS W     -  ANCHOR 2 RM 5 AZIMUTH                    093 46 35.4
 EG1777:UTM  16      -  ANCHOR 2 RM 5 AZIMUTH                    095 39 09.2
 EG1777
 EG1777|---------------------------------------------------------------------|
 EG1777| PID    Reference Object                     Distance      Geod. Az  |
 EG1777|                                                           dddmmss.s |
 EG1777| CG3125 ANCHOR 2 RM 5 AZIMUTH                              0941158.8 |
 EG1777| CG3123 ANCHOR 2 RM 3                                      10435     |
 EG1777| CG3121 ANCHOR RM 1                          54.706 METERS 17126     |
 EG1777| EG1775 ANCHOR                               53.083 METERS 18458     |
 EG1777| CG3124 ANCHOR 2 RM 4                        19.561 METERS 28436     |
 EG1777|---------------------------------------------------------------------|
 EG1777
 EG1777                          SUPERSEDED SURVEY CONTROL
 EG1777
 EG1777  NAD 83(1986)-  34 14 11.34608(N)    089 34 52.33528(W) AD(       ) 3
 EG1777  NAD 27      -  34 14 10.95428(N)    089 34 52.03619(W) AD(       ) 3
 EG1777
 EG1777.Superseded values are not recommended for survey control.
 EG1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1777.See file dsdata.txt to determine how the superseded data were derived.
 EG1777
 EG1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6226491391(NAD 83)
 EG1777_MARKER: DS = TRIANGULATION STATION DISK
 EG1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1777
 EG1777  HISTORY     - Date     Condition        Report By
 EG1777  HISTORY     - 1973     MONUMENTED       NGS
 EG1777  HISTORY     - 1977     GOOD             MSHD
 EG1777
 EG1777                          STATION DESCRIPTION
 EG1777
 EG1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 EG1777'THE STATION IS LOCATED ABOUT 6.5 MILE NORTH-NORTHEAST OF WATER
 EG1777'VALLEY, 9.5 MILES SOUTH-SOUTHWEST OF OXFORD ON THE NORTH SIDE OF
 EG1777'STATE HIGHWAY 7, IN SECTION 1, T10S, R4W, AND BORDERING THE EVANS
 EG1777'ESTATE.  IT IS 112 FEET NORTH OF THE CENTER OF STATE HIGHWAY 7,
 EG1777'68.5 FEET EAST OF A 3 FOOT OAK TREE, 46.5 FEET WEST OF A POWER
 EG1777'POLE NO. 3, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 EG1777'TRIANGULATION STATION DISK STAMPED ANCHOR 2 1973, PROJECTING
 EG1777'1 INCH.
 EG1777'
 EG1777'REFERENCE MARK NO. 3 IS 44.55 FEET EAST OF THE STATION.  IT IS 105
 EG1777'FEET NORTH OF THE CENTER OF STATE HIGHWAY 7, 2.5 FEET NORTHWEST OF
 EG1777'POWER POLE NO. 3 113 FEET EAST OF A 3-FOOT OAK TREE, AND 1 FOOT
 EG1777'NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1777'ANCHOR 2 NO. 3 1973, PROJECTING 3 INCHES.
 EG1777'
 EG1777'REFERENCE MARK NO. 4 IS 64.18 FEET WEST OF THE STATION AND IN LINE
 EG1777'WITH THE STATION MARK AND REFERENCE MARK NO. 3.  IT IS 132 FEET
 EG1777'NORTH OF THE CENTER OF STATE HIGHWAY 7, 10 FEET SOUTH OF THE 3-FOOT
 EG1777'OAK TREE, 27 FEET NORTH OF THE CENTER OF THE POWER LINE, 111 FEET
 EG1777'WEST OF A POWER POLE NO. 3 AND 1 FOOT NORTH OF A METAL WITNESS
 EG1777'POST.  IT IS A REFERENCE MARK DISL STAMPED ANCHOR 2 NO 4 1973,
 EG1777'PROJECTING 4 ICHCHES.
 EG1777'
 EG1777'REFERENCE MARK NO. 5 (AZIMUTH MARK) IS 0.35 MILE EAST OF THE
 EG1777'STATION, ABOUT 400 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 7,
 EG1777'118 FEET SOUTH OF THE SOUTH CORNER OF THE ANCHOR BAPTIST CHURCH,
 EG1777'4 FEET WEST OF A 12-INCH LONE ELM TREE, 36 FEET WEST OF THE
 EG1777'PROJECTED PLANE OF THE WEST WALL OF THE CHURCH, 6 FEET EAST OF THE
 EG1777'PROJECTED PLANE OF THE EAST WALL OF THE CHURCH PARSONAGE, 75.5
 EG1777'FEET SOUTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 EG1777'POST.  IT IS AN NGS REFERENCE MARK DISK STAMPED ANCHOR 2 NO 5
 EG1777'1973, PROJECTING 3 INCHES.
 EG1777'
 EG1777'TO REACH THE STATION FROM THE POST OFFICE IN WATER VALLEY, GO NORTH
 EG1777'ON STATE HIGHWAY 7 FOR 6.9 MILES TO THE STATION ON THE LEFT,
 EG1777'CONTINUE EAST FOR 0.35 MILE TO THE ANCHOR BAPTIST CHURCH AND THE
 EG1777'AZIMUTH MARK ON THE RIGHT.
 EG1777'
 EG1777'NEAREST TOWN--WATER VALLEY.
 EG1777
 EG1777                          STATION RECOVERY (1977)
 EG1777
 EG1777'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1777'THE STATION WAS VISITED 1-11-77 AND THE STATION MARK, RM NO 3, RM NO
 EG1777'4, AND RM NO 5 (THE AZIMUTH MARK) WERE FOUND IN GOOD CONDITION.  THE
 EG1777'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 EG1777'
 EG1777'THE STATION IS LOCATED 7 MILES NORTH-NORTHEAST OF WATER VALLEY ON
 EG1777'THE NORTH RIGHT OF WAY OF STATE HIGHWAY 7, 9.5 MILES SOUTHWEST OF
 EG1777'OXFORD, 4.1 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 7 AND
 EG1777'STATE HIGHWAY 9 IN THE SOUTHEAST 1/4 OF SECTION 2, T 10S, R 4W.
 EG1777'IT IS 112 FEET NORTH OF THE CENTER OF HIGHWAY 7, 98.5 FEET EAST OF
 EG1777'A RIGHT OF WAY MARKER, 68.5 FEET EAST OF A 3 FOOT OAK, 46.5 FEET
 EG1777'WEST OF POWER POLE NO. 3, 1 FOOT EAST OF A METAL WITNESS POST AND
 EG1777'IS 5 INCHES BELOW THE GROUND.
 EG1777'
 EG1777'IT IS A TRIANGULATION DISK, STAMPED ANCHOR 2 1973.
 EG1777'
 EG1777'REFERENCE MARK NO 3 IS 44.55 FEET EAST OF THE STATION.  IT IS 98.5
 EG1777'FEET NORTH OF THE CENTER OF HIGHWAY 7, 113 FEET EAST OF A 3 FOOT
 EG1777'OAK, 2.5 FEET NORTHWEST OF POWER POLE NO. 3, 1 FOOT NORTH OF A METAL
 EG1777'WITNESS POST AND IS FLUSH WITH THE GROUND.
 EG1777'
 EG1777'IT IS A REFERENCE MARK DISK, STAMPED ANCHOR 2 NO 3 1973.
 EG1777'
 EG1777'REFERENCE MARK NO 4 IS 61.18 FEET WEST OF THE STATION.  IT IS 130
 EG1777'FEET NORTH OF THE CENTER OF HIGHWAY 7, 111 FEET WEST OF POWER POLE
 EG1777'NO. 3, 35 FEET EAST OF A RIGHT OF WAY MARKER, 27 FEET NORTH OF THE
 EG1777'CENTER OF A POWER LINE, 10 FEET SOUTH OF A 3 FOOT OAK, 1 FOOT
 EG1777'NORTH OF A METAL WITNESS POST AND PROJECTS 2 INCHES.  IT IS A
 EG1777'REFERENCE MARK DISK, STAMPED ANCHOR 2 NO 4 1973.
 EG1777'
 EG1777'REFERENCE MARK NO 5 (AZIMUTH MARK) IS 0.35 MILE EAST OF THE STATION
 EG1777'ABOUT 400 FEET SOUTH OF THE CENTER OF HIGHWAY 7, 118 FEET SOUTH OF
 EG1777'THE SOUTH CORNER OF THE ANCHOR BAPTIST CHURCH, 36 FEET WEST OF THE
 EG1777'PROJECTED PLANE OF THE WEST WALL OF THE CHURCH, 25.5 FEET SOUTH OF
 EG1777'A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 6 FEET EAST OF
 EG1777'THE PROJECTED PLANE OF THE EAST WALL OF THE PARSONAGE, 4 FEET
 EG1777'WEST OF A 12 INCH LONE ELM, 1 FOOT SOUTH OF A METAL WITNESS
 EG1777'POST AND PROJECTS 3 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1777'ANCHOR 2 NO 5 1973.
 EG1777'
 EG1777'TO REACH FROM THE U.S. POST OFFICE IN WATER VALLEY GO NORTH ON STATE
 EG1777'HIGHWAY 7 FOR 5.7 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTHEAST ON
 EG1777'STATE HIGHWAY 7 FOR 1.3 MILES TO THE STATION ON THE LEFT.  CONTINUE
 EG1777'EAST ON STATE HIGHWAY 7 FOR 0.35 MILE TO THE CHURCH AND THE
 EG1777'AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT.
 EG1777'
 EG1777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 EG1777'NORTH-NORTHEAST OF WATER VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0992 ***********************************************************************
 CP0992  DESIGNATION -  ANGUILLA
 CP0992  PID         -  CP0992
 CP0992  STATE/COUNTY-  MS/SHARKEY
 CP0992  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0992
 CP0992                         *CURRENT SURVEY CONTROL
 CP0992  ___________________________________________________________________
 CP0992* NAD 83(1993)-  32 58 21.31719(N)    090 50 24.87473(W)     ADJUSTED  
 CP0992* NAVD 88     -        32.987  (meters)     108.22   (feet)  ADJUSTED  
 CP0992  ___________________________________________________________________
 CP0992  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CP0992  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0992  DYNAMIC HT  -          32.951 (meters)     108.11  (feet)  COMP
 CP0992  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 CP0992
 CP0992  HORZ ORDER  -  FIRST
 CP0992  VERT ORDER  -  SECOND    CLASS 0
 CP0992
 CP0992.The horizontal coordinates were established by classical geodetic methods
 CP0992.and adjusted by the National Geodetic Survey in May 1994.
 CP0992
 CP0992.The orthometric height was determined by differential leveling
 CP0992.and adjusted in June 1991.
 CP0992
 CP0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0992
 CP0992.The geoid height was determined by GEOID03.
 CP0992
 CP0992.The dynamic height is computed by dividing the NAVD 88
 CP0992.geopotential number by the normal gravity value computed on the
 CP0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0992.degrees latitude (g = 980.6199 gals.).
 CP0992
 CP0992.The modeled gravity was interpolated from observed gravity values.
 CP0992
 CP0992;                    North         East     Units Scale Factor Converg.
 CP0992;SPC MS W     -   385,113.503   652,615.136   MT  0.99997767   -0 16 33.2
 CP0992;SPC MS W     - 1,263,493.22  2,141,121.49   sFT  0.99997767   -0 16 33.2
 CP0992;UTM  15      - 3,650,319.007   701,837.504   MT  1.00010233   +1 10 32.9
 CP0992
 CP0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0992!SPC MS W     -   0.99999897  x   0.99997767  =   0.99997664
 CP0992!UTM  15      -   0.99999897  x   1.00010233  =   1.00010130
 CP0992
 CP0992:                Primary Azimuth Mark                     Grid Az
 CP0992:SPC MS W     -  ANGUILLA MUNICIPAL TANK                  079 21 26.1
 CP0992:UTM  15      -  ANGUILLA MUNICIPAL TANK                  077 54 20.0
 CP0992
 CP0992|---------------------------------------------------------------------|
 CP0992| PID    Reference Object                     Distance      Geod. Az  |
 CP0992|                                                           dddmmss.s |
 CP0992| CP2806 ANGUILLA MUNICIPAL TANK             APPROX. 1.2 KM 0790452.9 |
 CP0992| CP0993 ANGUILLA RM 1                        29.429 METERS 09111     |
 CP0992| CP0990 ANGUILLA AZ MK                                     1474500.6 |
 CP0992| CP2807 ROLLING FORK DEER CR COMP TK        APPROX. 8.4 KM 2021508.5 |
 CP0992| CP2817 ROLLING FORK MUNICIPAL TANK         APPROX. 7.5 KM 2064153.8 |
 CP0992| CP0991 ANGUILLA RM 2                        46.381 METERS 24645     |
 CP0992| CY3283 ANGUILLA RM 3                        20.959 METERS 27110     |
 CP0992|---------------------------------------------------------------------|
 CP0992
 CP0992                          SUPERSEDED SURVEY CONTROL
 CP0992
 CP0992  NAD 83(1986)-  32 58 21.32933(N)    090 50 24.86916(W) AD(       ) 1
 CP0992  NAD 27      -  32 58 20.87310(N)    090 50 24.50960(W) AD(       ) 1
 CP0992  NGVD 29 (??/??/92)   33.061  (m)          108.47   (f) ADJ UNCH    2 0
 CP0992
 CP0992.Superseded values are not recommended for survey control.
 CP0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0992.See file dsdata.txt to determine how the superseded data were derived.
 CP0992
 CP0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0183850319(NAD 83)
 CP0992_MARKER: DS = TRIANGULATION STATION DISK
 CP0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0992_STAMPING: ANGUILLA 1958
 CP0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0992+STABILITY: SURFACE MOTION
 CP0992
 CP0992  HISTORY     - Date     Condition        Report By
 CP0992  HISTORY     - 1958     MONUMENTED       CGS
 CP0992  HISTORY     - 1958     GOOD             CGS
 CP0992  HISTORY     - 1970     GOOD             MSHD
 CP0992  HISTORY     - 1970     GOOD             MSHD
 CP0992  HISTORY     - 1971     GOOD             NGS
 CP0992
 CP0992                          STATION DESCRIPTION
 CP0992
 CP0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP0992'STATION IS LOCATED IN THE WEST EDGE OF THE TOWN OF ANGUILLA
 CP0992'AND ON THE SOUTH BANK OF DEER CREEK.  IT IS IN THE WEST CENTER
 CP0992'1/2 OF SECTION 17, T 13 N, R 6 W.
 CP0992'
 CP0992'REACHED FROM THE RAILROAD STATION IN ANGUILLA, GO WEST-NORTHWEST
 CP0992'ON MAIN STREET THROUGH TOWN FOR 0.1 MILE TO A FORK AT EDGE
 CP0992'OF DEER CREEK, TAKE LEFT FORK AND GO SOUTHWEST ALONG SOUTH
 CP0992'EDGE OF CREEK BANK FOR 0.3 MILE TO A FORK, TAKE RIGHT FORK
 CP0992'AND GO WESTERLY ALONG CREEK BANK FOR 0.2 MILE TO STATION
 CP0992'ON RIGHT.
 CP0992'
 CP0992'STATION MARKS ARE STANDARD DISKS, STAMPED ANGUILLA 1958.
 CP0992'THE SURFACE MARK IS SET IN THE TOP OF A 11-INCH, SQUARE,
 CP0992'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET
 CP0992'NORTH OF THE CENTER OF A MACADAM ROAD, 221 FEET WEST OF A
 CP0992'LONE SYCAMORE TREE,66 FEET NORTHEAST OF A EAST GATE POST AND
 CP0992'50 FEET NORTH OF A POWERLINE POLE.  THE UNDERGROUND MARK
 CP0992'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 CP0992'GROUND SURFACE.
 CP0992'
 CP0992'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANGUILLA NO 1
 CP0992'1958, SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST FLUSH
 CP0992'WITH THE GROUND SURFACE.  IT IS 128 FEET WEST OF THE SYCAMORE
 CP0992'TREE, 82 FEET NORTHWEST OF A POWERLINE POLE AND 22 FEET
 CP0992'NORTH OF THE MACADAM ROAD.
 CP0992'
 CP0992'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANGUILLA NO 2
 CP0992'1958, SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST
 CP0992'PROJECTING 5 INCHES.  IT IS 147 FEET WEST OF A POWERLINE POLE,
 CP0992'100 FEET WEST OF THE GATE POST,48 FEET EAST OF A POWERLINE
 CP0992'POLE, 21 FEET SOUTH OF THE MACADAM ROAD, 1 FEET NORTH OF A
 CP0992'RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS SET 2 FOOT
 CP0992'WEST OF THE MARK.
 CP0992'
 CP0992'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANGUILLA 1958, SET
 CP0992'IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP0992'6 INCHES.  IT IS 21 FEET EAST OF THE CENTER OF A DIRT ROAD
 CP0992'AND 2 FEET NORTH OF A POWERLINE POLE.  A WHITE WITNESS POST
 CP0992'WAS SET 2 FOOT SOUTH OF THE MARK.
 CP0992'
 CP0992'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON PAVED ROAD
 CP0992'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTHEASTERLY,
 CP0992'FOR 0.3 MILE TO RAILROAD CROSSING, CONTINUE SOUTHEASTERLY
 CP0992'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 CP0992'
 CP0992'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP0992
 CP0992                          STATION RECOVERY (1958)
 CP0992
 CP0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP0992'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CP0992'IN GOOD CONDITION.
 CP0992
 CP0992                          STATION RECOVERY (1970)
 CP0992
 CP0992'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP0992'THE STATION WAS VISITED 7-21-70 AND THE STATION MARK, REFERENCE
 CP0992'MARK NO. 1, NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP0992'
 CP0992'THE STATION IS LOCATED 0.7 MILES WEST OF THE CENTER OF ANGUILLA ON
 CP0992'THE SOUTH BANK OF DEER CREEK IN THE WEST CENTER 1/2 OF SECTION 17,
 CP0992'T13N, R6W.  IT IS 30 FEET NORTH OF THE CENTER OF FRONT STREET, 22
 CP0992'FEET EAST OF THE PROJECTED CENTER OF THE ENTRANCE TO A PASTURE,
 CP0992'49 FEET NORTH OF A POWER LINE POLE, 218 FEET WEST OF A 48-INCH
 CP0992'SYCAMORE, 106 FEET NORTHWEST OF A T FENCE CORNER, 1 FOOT NORTH OF A
 CP0992'METAL WITNESS POST, AND IT IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP0992'STREET.
 CP0992'
 CP0992'IT IS A C AND GS TRIANGULATION DISK, STAMPED ANGUILLA 1958 AND IS
 CP0992'FLUSH WITH THE GROUND.
 CP0992'
 CP0992'REFERENCE MARK NO. 1 IS 96.56 FEET EAST OF THE STATION.  IT IS 21
 CP0992'FEET NORTH OF THE CENTER OF FRONT STREET, 41 FEET NORTH OF A T FENCE
 CP0992'CORNER, 83 FEET NORTHWEST OF A POWER LINE POLE, 124 FEET WEST OF A
 CP0992'48-INCH SYCAMORE, 1 FOOT NORTH OF A METAL WITNESS POST, AND IT IS
 CP0992'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  IT IS A C AND GS
 CP0992'REFERENCE DISK, STAMPED ANGUILLA NO 1 1958, AND IS FLUSH WITH THE
 CP0992'GROUND.
 CP0992'
 CP0992'REFERENCE MARK NO. 2 IS 152.19 FEET SOUTHWEST OF THE STATION.  IT IS
 CP0992'20 FEET SOUTH OF THE CENTER OF FRONT STREET, 48 FEET EAST OF A POWER
 CP0992'LINE POLE, 28 FEET NORTH OF A FENCE, 1 FOOT SOUTHEAST OF A METAL
 CP0992'WITNESS POST AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET.
 CP0992'IT IS A C AND GS REFERENCE DISK, STAMPED ANGUILLA NO 2 1958,
 CP0992'PROJECTING 6 INCHES.
 CP0992'
 CP0992'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 243.45
 CP0992'FEET.
 CP0992'
 CP0992'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION.  IT IS 23 FEET
 CP0992'EAST OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET NORTH OF A POWER LINE
 CP0992'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND IS ABOUT 1 FOOT
 CP0992'ABOVE THE LEVEL OF THE ROAD ABOUT 375 FEET SOUTH OF THE CENTER OF A
 CP0992'CROSSROAD.  NOTE--THE STATION IS NOT VISIBLE FROM THE
 CP0992'AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED ANGUILLA 1958,
 CP0992'PROJECTING 8 INCHES.
 CP0992'
 CP0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61, STATE
 CP0992'HIGHWAY 14, AND HOLLAND STREET GO WEST ON HOLLAND STREET FOR 0.4
 CP0992'MILE TO THE INTERSECTION OF FRONT STREET.  TURN LEFT (SOUTHWEST)
 CP0992'AND CONTINUE ON FRONT STREET FOR 0.3 MILE TO THE JUNCTION OF WEST
 CP0992'3RD.  STREET.  CONTINUE WEST ON FRONT STREET FOR 0.2 MILE TO THE
 CP0992'MARK ON THE RIGHT.
 CP0992'
 CP0992'TO REACH THE AZIMUTH, TURN LEFT (SOUTH) AND CONTINUE ON WEST 3RD
 CP0992'STREET FOR 0.25 MILE TO A CROSSROAD.  CONTINUE SOUTH ON A GRAVEL
 CP0992'ROAD FOR 0.1 MILE TO THE SECOND POWER POLE, AND THE MARK IS ON THE
 CP0992'LEFT.
 CP0992'
 CP0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE WEST OF
 CP0992'ANGUILLA.
 CP0992
 CP0992                          STATION RECOVERY (1970)
 CP0992
 CP0992'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0992'0.7 MI W FROM ANGUILLA.
 CP0992'THE MARK IS LOCATED 0.7 MILE WEST OF THE CENTER OF ANGUILLA ON THE
 CP0992'SOUTH BANK OF DEER CREEK IN THE NORTHWEST 1/4 OF SECTION 17, T13N,
 CP0992'R6W.  IT IS 30 FEET NORTH OF THE CENTER OF FRONT STREET, 22 FEET EAST
 CP0992'OF THE PROJECTED CENTER OF THE ENTRANCE TO A PASTURE, 49 FEET NORTH OF
 CP0992'A POWER POLE, 218 FEET WEST OF A 48-INCH SYCAMORE, 106 FEET NORTHWEST
 CP0992'OF A T FENCE CORNER.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE
 CP0992'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET AND IS FLUSH
 CP0992'WITH THE GROUND.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF U.S.
 CP0992'HIGHWAY 61, STATE HIGHWAY 14, AND HOLLAND STREET GO WEST ON HOLLAND
 CP0992'STREET FOR 0.4 MILE TO THE INTERSECTION OF FRONT STREET. TURN LEFT AND
 CP0992'CONTINUE SOUTHWEST ON FRONT STREET FOR 0.3 MILE TO THE JUNCTION OF
 CP0992'WEST 3RD. STREET.  CONTINUE WEST ON FRONT STREET FOR 0.2 MILE TO THE
 CP0992'MARK ON THE RIGHT.
 CP0992
 CP0992                          STATION RECOVERY (1971)
 CP0992
 CP0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CP0992'THE STATION WAS VISITED 9-9-71 AND ALL MARKS WERE FOUND IN
 CP0992'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS REQUESTED MOVED AT
 CP0992'THIS DATE BY THE LAND OWNER, WHO WAS BUILDING A HOUSE ON THE
 CP0992'SITE.  THE MARK WAS MOVED ACROSS THE ROAD AND IN LINE WITH
 CP0992'THE STATION AND REFERENCE MARK NO. 1 AND USED AS REFERENCE MARK
 CP0992'NO. 3.  A NEW DESCRIPTION FOLLOWS--
 CP0992'
 CP0992'THE STATION IS LOCATED ABOUT 0.6 MILE WEST OF THE CENTER OF
 CP0992'THE TOWN OF ANGUILLA, ON THE SOUTH BANK OF DEER CREEK, BETWEEN
 CP0992'THE CREEK AND AN EAST-WEST BLACK TOP ROAD, ACROSS THE ROAD
 CP0992'FROM SOME NEW HOMES.  IT IS 30 FEET NORTH OF THE CENTER OF
 CP0992'THE BLACK TOP ROAD, 50 FEET NORTH OF A POWER POLE, 176 FEET
 CP0992'NORTHWEST OF A POWER POLE, 198 FEET EAST OF A POWER POLE,
 CP0992'253 FEET EAST OF THE CENTER OF A FARM ROAD LEADING SOUTH AND
 CP0992'220 FEET WEST OF A 3-FOOT SYCAMORE TREE.  IT IS A
 CP0992'TRIANGULATION STATION DISK STAMPED ANGUILLA 1958 FLUSH WITH
 CP0992'THE GROUND.
 CP0992'
 CP0992'REFERENCE MARK NO. 1 IS 91.56 FEET EAST OF THE STATION, 22
 CP0992'FEET NORTH OF THE CENTER OF THE ROAD, 88 FEET NORTHWEST OF
 CP0992'A POWER POLE, 106 FEET WEST OF A 3-FOOT SYCAMORE TREE, IT
 CP0992'IS A REFERENCE MARK DISK STAMPED ANGUILLA NO 1 1958, FLUSH
 CP0992'WITH THE GROUND.
 CP0992'
 CP0992'REFERENCE MARK NO. 3 IS 68.75 FEET WEST OF THE STATION AND
 CP0992'IN LINE WITH THE STATION AND REFERENCE MARK NO. 1, 134 FEET
 CP0992'NORTHWEST OF A POWER POLE, 87 FEET NORTHEAST OF A POWER POLE,
 CP0992'36 FEET NORTH OF A BLACK TOP ROAD.  IT IS A REFERENCE MARK
 CP0992'DISK, STAMPED ANGUILLA NO 1 1958 1971, FLUSH WITH THE GROUND.
 CP0992'
 CP0992'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION,23
 CP0992'FEET EAST OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF A POWER
 CP0992'POLE, 1 FOOT SOUTH OF A WITNESS POST, 35.5 FEET WEST OF THE
 CP0992'NORTHWEST CORNER OF A HOUSE AND 5.5 FEET SOUTH OF THE PROJECTED
 CP0992'PLANE OF THE NORTH WALL OF THE HOUSE.  IT IS 0.1 MILE SOUTH
 CP0992'OF A RAILROAD CROSSING.  IT IS AN AZIMUTH MARK DISK, STAMPED
 CP0992'ANGUILLA 1958, PROJECTING 8 INCHES.
 CP0992'
 CP0992'TO REACH THE STATION FROM THE RAILROAD STATION IN ANGUILLA,
 CP0992'GO WEST-NORTHWEST ON MAIN STREET FOR 0.1 MILE TO A FORK AT
 CP0992'THE EDGE OF DEER CREEK, TURN LEFT AND GO SOUTHWEST FOR 0.3
 CP0992'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO THE STATION
 CP0992'OF THE RIGHT.
 CP0992'
 CP0992'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.2
 CP0992'MILE TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO A RAILROAD TRACK,
 CP0992'CROSS TRACKS AND OLD HIGHWAY 61 AND GO 0.1 MILE TO THE AZIMUTH
 CP0992'MARK ON THE LEFT.
 CP0992'
 CP0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANGUILLA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0990 ***********************************************************************
 CP0990  DESIGNATION -  ANGUILLA AZ MK
 CP0990  PID         -  CP0990
 CP0990  STATE/COUNTY-  MS/SHARKEY
 CP0990  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0990
 CP0990                         *CURRENT SURVEY CONTROL
 CP0990  ___________________________________________________________________
 CP0990* NAD 83(1986)-  32 57 52.     (N)    090 50 10.     (W)     SCALED    
 CP0990* NAVD 88     -        33.041  (meters)     108.40   (feet)  ADJUSTED  
 CP0990  ___________________________________________________________________
 CP0990  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0990  DYNAMIC HT  -          33.005 (meters)     108.28  (feet)  COMP
 CP0990  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 CP0990
 CP0990  VERT ORDER  -  SECOND    CLASS 0
 CP0990
 CP0990.The horizontal coordinates were scaled from a topographic map and have
 CP0990.an estimated accuracy of +/- 6 seconds.
 CP0990
 CP0990.The orthometric height was determined by differential leveling
 CP0990.and adjusted in June 1991.
 CP0990
 CP0990.The geoid height was determined by GEOID03.
 CP0990
 CP0990.The dynamic height is computed by dividing the NAVD 88
 CP0990.geopotential number by the normal gravity value computed on the
 CP0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0990.degrees latitude (g = 980.6199 gals.).
 CP0990
 CP0990.The modeled gravity was interpolated from observed gravity values.
 CP0990
 CP0990;                    North         East    Units  Estimated Accuracy
 CP0990;SPC MS W     -   384,210.      653,000.      MT  (+/- 180 meters Scaled)
 CP0990
 CP0990                          SUPERSEDED SURVEY CONTROL
 CP0990
 CP0990  NGVD 29 (??/??/92)   33.113  (m)          108.64   (f) ADJ UNCH    2 0
 CP0990
 CP0990.Superseded values are not recommended for survey control.
 CP0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0990.See file dsdata.txt to determine how the superseded data were derived.
 CP0990
 CP0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS022494(NAD 83)
 CP0990_MARKER: DZ = AZIMUTH MARK DISK
 CP0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0990_STAMPING: ANGUILLA 1958
 CP0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0990+STABILITY: SURFACE MOTION
 CP0990
 CP0990  HISTORY     - Date     Condition        Report By
 CP0990  HISTORY     - 1958     MONUMENTED       CGS
 CP0990  HISTORY     - 1971     GOOD             MSHD
 CP0990
 CP0990                          STATION DESCRIPTION
 CP0990
 CP0990'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0990'0.6 MI SW FROM ANGUILLA.
 CP0990'THE MARK IS LOCATED 0.6 MILE SOUTHWEST OF ANGUILLA ON THE EAST SIDE OF
 CP0990'A GRAVEL ROAD ABOUT 0.1 SOUTH OF THE ILLINOIS CENTRAL RAILROAD TRACK.
 CP0990'IT IS 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 35.5 FEET
 CP0990'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTH ONE OF TWO TAN
 CP0990'COLORED HOUSES, 5.5 FEET SOUTH OF THE EXTENDED NORTH WALL OF THE
 CP0990'HOUSE, 1 FOOT NORTH OF A POWER LINE POLE WITH A TRANSFORMER, 1 FOOT
 CP0990'SOUTH OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11 INCH
 CP0990'SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 CP0990'PROJECTS 5 INCHES.  NOTE-- TO REACH THE MARK FROM THE JUNCTION OF
 CP0990'MISSISSIPPI STATE HIGHWAY 14 AND U.S. HIGHWAY 61 IN ANGUILLA, GO SOUTH
 CP0990'ON U.S. HIGHWAY 61 FOR 1.2 MILES TO A CROSSROADS.  TURN RIGHT AND
 CP0990'CONTINUE WEST ON A GRAVEL ROAD FOR 0.15 MILE TO WHERE THE ROAD CURVES
 CP0990'SHARPLY TO THE RIGHT.  CONTINUE NORTH ON A GRAVEL ROAD FOR 0.6 MILE TO
 CP0990'THE MARK ON THE RIGHT ABOUT 500 FEET BEFORE REACHING A CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2806 ***********************************************************************
 CP2806  DESIGNATION -  ANGUILLA MUNICIPAL TANK
 CP2806  PID         -  CP2806
 CP2806  STATE/COUNTY-  MS/SHARKEY
 CP2806  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP2806
 CP2806                         *CURRENT SURVEY CONTROL
 CP2806  ___________________________________________________________________
 CP2806* NAD 83(1993)-  32 58 28.65153(N)    090 49 39.75405(W)     ADJUSTED  
 CP2806* NAVD 88     -              **(meters)            **(feet)            
 CP2806  ___________________________________________________________________
 CP2806  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 CP2806  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP2806  HORZ ORDER  -  THIRD
 CP2806
 CP2806.The horizontal coordinates were established by classical geodetic methods
 CP2806.and adjusted by the National Geodetic Survey in May 1994.
 CP2806
 CP2806
 CP2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2806
 CP2806.The geoid height was determined by GEOID03.
 CP2806
 CP2806;                    North         East     Units Scale Factor Converg.
 CP2806;SPC MS W     -   385,333.870   653,787.817   MT  0.99997632   -0 16 08.7
 CP2806;SPC MS W     - 1,264,216.21  2,144,968.86   sFT  0.99997632   -0 16 08.7
 CP2806;UTM  15      - 3,650,569.045   703,004.375   MT  1.00010815   +1 10 57.8
 CP2806
 CP2806                          SUPERSEDED SURVEY CONTROL
 CP2806
 CP2806  NAD 83(1986)-  32 58 28.66367(N)    090 49 39.74850(W) AD(       ) 4
 CP2806  NAD 27      -  32 58 28.20700(N)    090 49 39.39000(W) AD(       ) 3
 CP2806
 CP2806.Superseded values are not recommended for survey control.
 CP2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2806.See file dsdata.txt to determine how the superseded data were derived.
 CP2806
 CP2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0300450569(NAD 83)
 CP2806_MARKER: 53 = ELEVATED TANK
 CP2806
 CP2806  HISTORY     - Date     Condition        Report By
 CP2806  HISTORY     - 1958     FIRST OBSERVED   CGS
 CP2806  HISTORY     - 1965     GOOD             CGS
 CP2806  HISTORY     - 1970     GOOD             MSHD
 CP2806
 CP2806                          STATION DESCRIPTION
 CP2806
 CP2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2806'THE STATION IS THE FINIAL ON THE APEX OF THE TANK.  IT IS
 CP2806'LOCATED IN THE EAST SECTION OF ANGUILLA, ABOUT 0.1 MILE WEST
 CP2806'OF THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 14
 CP2806'AND 160 FEET NORTH OF THE EAST-WEST PAVED STREET LEADING TO
 CP2806'THE BUSINESS DISTRICT.  IT IS AN ELEVATED TANK SUPPORTED
 CP2806'BY A FOUR LEGGED, STEEL FRAMEWORK, PAINTED ALUMINUM IN COLOR
 CP2806'AND 135 FEET HIGH.
 CP2806
 CP2806                          STATION RECOVERY (1965)
 CP2806
 CP2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2806'STATION IS STILL IN ITS ORIGINAL LOCATION AND IS IN OPERATION.
 CP2806
 CP2806                          STATION RECOVERY (1970)
 CP2806
 CP2806'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2806'THE STATION WAS VISITED 8-13-70 AND WAS FOUND IN GOOD CONDITION.  IT
 CP2806'IS LOCATED 0.15 MILE WEST OF THE JUNCTION OF MISS. HIGHWAY 14 EAST
 CP2806'WITH U.S. HIGHWAY 61 AT THE EAST EDGE OF ANGUILLA, APPROXIMATELY
 CP2806'200 FEET NORTH OF HOLLAND STREET AND 41 FEET EAST OF EAST 3RD
 CP2806'STREET.  IT IS A WATER TANK PAINTED SILVER AND ELEVATED 135 FEET BY
 CP2806'FOUR 22-INCH ROUND STEEL LEGS (21.5-FOOT BASE) BRACED WITH THREE
 CP2806'SETS OF ROD DIAGONALS.  THE TANK HAS A 36-INCH STANDPIPE,
 CP2806'HEMISPHERICAL BOTTOM AND TOP, AND VERTICAL SIDES.  THE STATION IS THE
 CP2806'FINIAL ON THE TOP CENTER OF THE TANK.
 CP2806'
 CP2806'TO REACH THE STATION FROM THE JUNCTION OF MISS. HIGHWAY 14 EAST AND
 CP2806'U.S. HIGHWAY 61 AT THE EAST EDGE OF ANGUILLA, GO WEST FOR 0.15 MILE
 CP2806'ALONG HOLLAND STREET TO EAST 3RD STREET, TURN RIGHT AND GO NORTH
 CP2806'ALONG EAST 3RD STREET FOR APPROXIMATELY 200 FEET TO THE STATION ON
 CP2806'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0993 ***********************************************************************
 CP0993  DESIGNATION -  ANGUILLA RM 1
 CP0993  PID         -  CP0993
 CP0993  STATE/COUNTY-  MS/SHARKEY
 CP0993  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0993
 CP0993                         *CURRENT SURVEY CONTROL
 CP0993  ___________________________________________________________________
 CP0993* NAD 83(1986)-  32 58 20.     (N)    090 50 24.     (W)     SCALED    
 CP0993* NAVD 88     -        33.075  (meters)     108.51   (feet)  ADJUSTED  
 CP0993  ___________________________________________________________________
 CP0993  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0993  DYNAMIC HT  -          33.039 (meters)     108.40  (feet)  COMP
 CP0993  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 CP0993
 CP0993  VERT ORDER  -  SECOND    CLASS 0
 CP0993
 CP0993.The horizontal coordinates were scaled from a topographic map and have
 CP0993.an estimated accuracy of +/- 6 seconds.
 CP0993
 CP0993.The orthometric height was determined by differential leveling
 CP0993.and adjusted in June 1991.
 CP0993
 CP0993.The geoid height was determined by GEOID03.
 CP0993
 CP0993.The dynamic height is computed by dividing the NAVD 88
 CP0993.geopotential number by the normal gravity value computed on the
 CP0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0993.degrees latitude (g = 980.6199 gals.).
 CP0993
 CP0993.The modeled gravity was interpolated from observed gravity values.
 CP0993
 CP0993;                    North         East    Units  Estimated Accuracy
 CP0993;SPC MS W     -   385,070.      652,640.      MT  (+/- 180 meters Scaled)
 CP0993
 CP0993                          SUPERSEDED SURVEY CONTROL
 CP0993
 CP0993  NGVD 29 (??/??/92)   33.149  (m)          108.76   (f) ADJ UNCH    2 0
 CP0993
 CP0993.Superseded values are not recommended for survey control.
 CP0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0993.See file dsdata.txt to determine how the superseded data were derived.
 CP0993
 CP0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS018502(NAD 83)
 CP0993_MARKER: DR = REFERENCE MARK DISK
 CP0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0993_STAMPING: ANGUILLA NO 1 1958
 CP0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0993+STABILITY: SURFACE MOTION
 CP0993
 CP0993  HISTORY     - Date     Condition        Report By
 CP0993  HISTORY     - 1958     MONUMENTED       CGS
 CP0993  HISTORY     - 1970     GOOD             MSHD
 CP0993
 CP0993                          STATION DESCRIPTION
 CP0993
 CP0993'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0993'0.7 MI W FROM ANGUILLA.
 CP0993'THE MARK IS LOCATED 0.7 MILE WEST OF ANGUILLA ON THE SOUTH BANK OF
 CP0993'DEER CREEK IN TO NORTHWEST 1/4 OF SECTION 17, T13N, R6W.  IT IS 96.56
 CP0993'FEET EAST OF THE STATION, 21 FEET NORTH OF THE CENTER OF FRONT STREET,
 CP0993'41 FEET NORTH OF A T FENCE CORNER, 83 FEET NORTHWEST OF A POWER POLE,
 CP0993'124 FEET WEST OF A 48-INCH SYCAMORE.  IT IS SET IN THE TOP OF AN
 CP0993'11-INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CP0993'STREET AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK FROM
 CP0993'THE JUNCTION OF U.S. HIGHWAY 61, STATE HIGHWAY 14 AND HOLLAND STREET
 CP0993'GO WEST ON HOLLAND STREET FOR 0.4 MILE TO THE INTERSECTION OF FRONT
 CP0993'STREET.  TURN LEFT AND CONTINUE SOUTHWEST ON FRONT STREET FOR 0.3 MILE
 CP0993'TO THE JUNCTION OF WEST 3RD. STREET.  CONTINUE WEST ON FRONT STREET
 CP0993'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0991 ***********************************************************************
 CP0991  DESIGNATION -  ANGUILLA RM 2
 CP0991  PID         -  CP0991
 CP0991  STATE/COUNTY-  MS/SHARKEY
 CP0991  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0991
 CP0991                         *CURRENT SURVEY CONTROL
 CP0991  ___________________________________________________________________
 CP0991* NAD 83(1986)-  32 58 20.     (N)    090 50 24.     (W)     SCALED    
 CP0991* NAVD 88     -        33.575  (meters)     110.15   (feet)  ADJUSTED  
 CP0991  ___________________________________________________________________
 CP0991  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0991  DYNAMIC HT  -          33.539 (meters)     110.04  (feet)  COMP
 CP0991  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 CP0991
 CP0991  VERT ORDER  -  SECOND    CLASS 0
 CP0991
 CP0991.The horizontal coordinates were scaled from a topographic map and have
 CP0991.an estimated accuracy of +/- 6 seconds.
 CP0991
 CP0991.The orthometric height was determined by differential leveling
 CP0991.and adjusted in June 1991.
 CP0991
 CP0991.The geoid height was determined by GEOID03.
 CP0991
 CP0991.The dynamic height is computed by dividing the NAVD 88
 CP0991.geopotential number by the normal gravity value computed on the
 CP0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0991.degrees latitude (g = 980.6199 gals.).
 CP0991
 CP0991.The modeled gravity was interpolated from observed gravity values.
 CP0991
 CP0991;                    North         East    Units  Estimated Accuracy
 CP0991;SPC MS W     -   385,070.      652,640.      MT  (+/- 180 meters Scaled)
 CP0991
 CP0991                          SUPERSEDED SURVEY CONTROL
 CP0991
 CP0991  NGVD 29 (??/??/92)   33.649  (m)          110.40   (f) ADJ UNCH    2 0
 CP0991
 CP0991.Superseded values are not recommended for survey control.
 CP0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0991.See file dsdata.txt to determine how the superseded data were derived.
 CP0991
 CP0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS018502(NAD 83)
 CP0991_MARKER: DR = REFERENCE MARK DISK
 CP0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0991_STAMPING: ANGUILLA NO 2 1958
 CP0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0991+STABILITY: SURFACE MOTION
 CP0991
 CP0991  HISTORY     - Date     Condition        Report By
 CP0991  HISTORY     - 1958     MONUMENTED       CGS
 CP0991  HISTORY     - 1970     GOOD             MSHD
 CP0991  HISTORY     - 1986     MARK NOT FOUND   USGS
 CP0991
 CP0991                          STATION DESCRIPTION
 CP0991
 CP0991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0991'0.7 MI W FROM ANGUILLA.
 CP0991'THE MARK IS LOCATED 0.7 MILE WEST OF ANGUILLA ON THE SOUTH R.O.W. OF
 CP0991'FRONT STREET JUST SOUTH OF DEER CREEK IN THE NORTHWEST 1/4 OF SECTION
 CP0991'17, T13N, R6W.  IT IS 152.19 FEET SOUTHWEST OF THE STATION, 20 FEET
 CP0991'SOUTH OF THE CENTER OF FRONT STREET, 48 FEET EAST OF A POWER POLE, 28
 CP0991'FEET NORTH OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT
 CP0991'IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST ABOUT 2 FEET
 CP0991'ABOVE THE LEVEL OF THE STREET AND PROJECTS 6 INCHES.  NOTE-- TO REACH
 CP0991'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 61, STATE HIGHWAY 14, AND
 CP0991'HOLLAND STREET GO WEST ON HOLLAND STREET FOR 0.4 MILE TO THE
 CP0991'INTERSECTION OF FRONT STREET.  TURN LEFT AND CONTINUE SOUTHWEST ON
 CP0991'FRONT STREET FOR 0.3 MILE TO THE JUNCTION OF WEST 3RD. STREET.
 CP0991'CONTINUE WEST ON FRONT STREET FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CP0991
 CP0991                          STATION RECOVERY (1986)
 CP0991
 CP0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MLK)
 CP0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8588 ***********************************************************************
 DJ8588  DESIGNATION -  ANGUILLAX
 DJ8588  PID         -  DJ8588
 DJ8588  STATE/COUNTY-  MS/SHARKEY
 DJ8588  USGS QUAD   -  ROLLING FORK EAST (1988)
 DJ8588
 DJ8588                         *CURRENT SURVEY CONTROL
 DJ8588  ___________________________________________________________________
 DJ8588* NAD 83(2007)-  32 58 24.28809(N)    090 50 22.80224(W)     ADJUSTED  
 DJ8588* NAVD 88     -        32.63   (meters)     107.1    (feet)  LEVELING  
 DJ8588  ___________________________________________________________________
 DJ8588  EPOCH DATE  -        2002.00
 DJ8588  X           -     -78,490.401 (meters)                     COMP
 DJ8588  Y           -  -5,355,510.203 (meters)                     COMP
 DJ8588  Z           -   3,451,488.782 (meters)                     COMP
 DJ8588  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DJ8588  ELLIP HEIGHT-           6.234 (meters)          (02/15/08) ADJUSTED
 DJ8588  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DJ8588  HORZ ORDER  -  FIRST
 DJ8588  VERT ORDER  -  THIRD ?
 DJ8588  ELLP ORDER  -  FOURTH    CLASS II
 DJ8588
 DJ8588.The horizontal coordinates were established by GPS observations
 DJ8588.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8588
 DJ8588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8588.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8588.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8588.The epoch date for horizontal control is a decimal equivalence
 DJ8588.of Year/Month/Day.
 DJ8588
 DJ8588.The orthometric height was determined by differential leveling.
 DJ8588.The vertical network tie was performed by a horz. field party for horz.
 DJ8588.obs reductions. Reset procedures were used to establish the elevation.
 DJ8588
 DJ8588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8588
 DJ8588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8588
 DJ8588.The ellipsoidal height was determined by GPS observations
 DJ8588.and is referenced to NAD 83.
 DJ8588
 DJ8588.The geoid height was determined by GEOID03.
 DJ8588
 DJ8588;                    North         East     Units Scale Factor Converg.
 DJ8588;SPC MS W     -   385,204.764   652,669.391   MT  0.99997761   -0 16 32.1
 DJ8588;SPC MS W     - 1,263,792.63  2,141,299.49   sFT  0.99997761   -0 16 32.1
 DJ8588;UTM  15      - 3,650,411.625   701,889.437   MT  1.00010259   +1 10 34.2
 DJ8588
 DJ8588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8588!SPC MS W     -   0.99999902  x   0.99997761  =   0.99997663
 DJ8588!UTM  15      -   0.99999902  x   1.00010259  =   1.00010161
 DJ8588
 DJ8588                          SUPERSEDED SURVEY CONTROL
 DJ8588
 DJ8588.No superseded survey control is available for this station.
 DJ8588
 DJ8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0188950412(NAD 83)
 DJ8588_MARKER: I = METAL ROD
 DJ8588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8588+WITH SETTING: INFORMATION.
 DJ8588_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8588_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8588+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DJ8588_ROD/PIPE-DEPTH:  0.6 meters
 DJ8588
 DJ8588  HISTORY     - Date     Condition        Report By
 DJ8588  HISTORY     - 20061219 MONUMENTED       EMCINC
 DJ8588
 DJ8588                          STATION DESCRIPTION
 DJ8588
 DJ8588'DESCRIBED BY EMC INCORPORATED 2006
 DJ8588'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 61, STATE HIGHWAY
 DJ8588'14, AND HOLLAND STREET GO WEST ON HOLLAND STREET FOR 0.4 MILE TO THE
 DJ8588'INTERSECTION OF FRONT STREET.  TURN LEFT (SOUTHWEST) AND CONTINUE ON
 DJ8588'FRONT STREET FOR 0.3 MILE TO THE JUNCTION OF WEST 3RD.  STREET.
 DJ8588'CONTINUE WEST ON FRONT STREET FOR 0.2 MILE TO A GRAVEL DRIVE HEADING
 DJ8588'NORTH, THE MARK IS SET 210' NORTH OF FRONT STREET ON WEST SIDE OF
 DJ8588'GRAVEL DRIVE NEAR A FENCE CORNER. SET 1/2 IN IRON ROD, 18 IN LONG, 4
 DJ8588'IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2621 ***********************************************************************
 CP2621  DESIGNATION -  ANSE
 CP2621  PID         -  CP2621
 CP2621  STATE/COUNTY-  MS/RANKIN
 CP2621  USGS QUAD   -  STAR (1971)
 CP2621
 CP2621                         *CURRENT SURVEY CONTROL
 CP2621  ___________________________________________________________________
 CP2621* NAD 83(1993)-  32 07 12.32495(N)    090 06 05.70047(W)     ADJUSTED  
 CP2621* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CP2621  ___________________________________________________________________
 CP2621  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CP2621  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP2621  HORZ ORDER  -  THIRD
 CP2621
 CP2621.The horizontal coordinates were established by classical geodetic methods
 CP2621.and adjusted by the National Geodetic Survey in May 1994.
 CP2621
 CP2621.The orthometric height was scaled from a topographic map.
 CP2621
 CP2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2621
 CP2621.The geoid height was determined by GEOID03.
 CP2621
 CP2621;                    North         East     Units Scale Factor Converg.
 CP2621;SPC MS W     -   290,488.703   721,869.115   MT  0.99995590   +0 07 23.6
 CP2621;SPC MS W     -   953,045.02  2,368,332.25   sFT  0.99995590   +0 07 23.6
 CP2621;UTM  15      - 3,557,426.515   773,464.570   MT  1.00052235   +1 32 31.3
 CP2621
 CP2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2621!SPC MS W     -   0.99998530  x   0.99995590  =   0.99994120
 CP2621!UTM  15      -   0.99998530  x   1.00052235  =   1.00050764
 CP2621
 CP2621|---------------------------------------------------------------------|
 CP2621| PID    Reference Object                     Distance      Geod. Az  |
 CP2621|                                                           dddmmss.s |
 CP2621| CY3285 ANSE RM 1                            45.937 METERS 15648     |
 CP2621| CY3284 ANSE AZ MK                                         1602046.3 |
 CP2621| CY3287 ANSE RM 3                            25.064 METERS 28530     |
 CP2621| CY3286 ANSE RM 2                            25.074 METERS 28535     |
 CP2621| CP2633 AMBER AIRWAY 5 BEACON 14            APPROX. 9.1 KM 3023714.6 |
 CP2621| CP2631 FLORENCE RESET                      APPROX. 8.2 KM 3105657.5 |
 CP2621|---------------------------------------------------------------------|
 CP2621
 CP2621                          SUPERSEDED SURVEY CONTROL
 CP2621
 CP2621  NAD 83(1986)-  32 07 12.33915(N)    090 06 05.69647(W) AD(       ) 3
 CP2621  NAD 27      -  32 07 11.79500(N)    090 06 05.39000(W) AD(       ) 3
 CP2621
 CP2621.Superseded values are not recommended for survey control.
 CP2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2621.See file dsdata.txt to determine how the superseded data were derived.
 CP2621
 CP2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7346557427(NAD 83)
 CP2621_MARKER: DS = TRIANGULATION STATION DISK
 CP2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2621
 CP2621  HISTORY     - Date     Condition        Report By
 CP2621  HISTORY     - 1945     MONUMENTED       CGS
 CP2621  HISTORY     - 1957     GOOD             CGS
 CP2621  HISTORY     - 1961     GOOD             MSHD
 CP2621  HISTORY     - 1977     GOOD             MSHD
 CP2621  HISTORY     - 19811001 GOOD             MSSU
 CP2621
 CP2621                          STATION DESCRIPTION
 CP2621
 CP2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2621'STATION IS LOCATED ABOUT 2.8 MILES (AIRLINE) SE OF FLORENCE
 CP2621'ON PROPERTY OWNED BY I.L. BUTLER.  THE MARK IS SITUATED
 CP2621'ABOUT 30 YARDS N OF T.S. NELSONS STORE, 26 FEET W OF A 24-INCH
 CP2621'OAK TREE, 27 FEET W OF A FENCE CORNER, AND 52 FEET NE OF
 CP2621'THE APPROXIMATE CENTER OF A GRAVELED ROAD.  A STANDARD WITNESS
 CP2621'POST WAS PLACED AT THE STATION MARK.
 CP2621'
 CP2621'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2621'POST, STAMPED ANSE 1945, AND PROJECTS ABOUT 3 INCHES ABOVE
 CP2621'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CP2621'CONCRETE.
 CP2621'
 CP2621'REFERENCE MARK 1 IS 150.73 FEET SE OF THE STATION, 31 FEET
 CP2621'SW OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 46 FEET
 CP2621'NNW OF A POWER LINE POLE, 38 FEET NE OF THE APPROXIMATE
 CP2621'CENTER OF ANOTHER GRAVELED ROAD, AND 89 FEET SE OF THE NE
 CP2621'CORNER OF T.S. NELSONS STORE.  IT IS A BRONZE REFERENCE
 CP2621'DISK SET IN TOP OF A CONCRETE POST, STAMPED ANSE NO 1 1945,
 CP2621'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 CP2621'
 CP2621'REFERENCE MARK 2 IS 82.27 FEET WNW OF THE STATION, 28 FEET NE
 CP2621'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET S OF A
 CP2621'26-INCH OAK TREE, AND 38 FEET SW OF A POWER LINE POLE.  IT IS
 CP2621'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CP2621'ANSE NO 2 1945, AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 CP2621'
 CP2621'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SE OF THE STATION,
 CP2621'104 FEET SE OF J.A. BUTLERS MAIL BOX, 18 FEET E OF THE
 CP2621'APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 9 FEET N OF
 CP2621'A TWIN PINE TREE IN A FENCE CORNER.  IT IS A BRONZE AZIMUTH
 CP2621'DISK SET IN TOP OF A CONCRETE POST, STAMPED ANSE 1945, AND
 CP2621'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  A STANDARD WITNESS
 CP2621'POST WAS PLACED AT THIS MARK.
 CP2621'
 CP2621'TO REACH THE STATION FROM THE SAM J. DEAR STORE IN FLORENCE,
 CP2621'GO S ON A GRAVELED ROAD FOR 1.15 MILES TO A FORK.  TAKE THE LEFT
 CP2621'FORK FOR 2.0 MILES TO T.S. NELSONS STORE ON THE RIGHT AND THE
 CP2621'STATION ON THE LEFT AS DESCRIBED.
 CP2621'
 CP2621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE ON A GRAVELED
 CP2621'ROAD FOR 0.25 MILE TO J.A. BUTLERS MAIL BOX ON THE LEFT
 CP2621'AND THE MARK AS DESCRIBED.
 CP2621'
 CP2621'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2621
 CP2621                          STATION RECOVERY (1957)
 CP2621
 CP2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2621'THE STATION WAS VISITED ON 6-4-57.  THE SURFACE MARK WAS
 CP2621'FOUND DESTROYED.  THE SUBSURFACE MARK WAS FOUND IN GOOD
 CP2621'CONDITION.  IT WAS LOWERED 3 FEET BY THE PLUMB BOB METHOD.
 CP2621'A NEW SURFACE MARK WAS ESTABLISHED.  THE OLD DISKS WERE
 CP2621'STAMPED 1957 AND REUSED.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 CP2621'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CP2621'WAS FOUND DESTROYED.  THE TOP PART OF THE POST WAS FOUND
 CP2621'BROKEN OFF.  THE DISK WAS STAMPED NO. 3 AND SET IN THE TOP
 CP2621'OF THE LOWER PART OF THE POST.
 CP2621'
 CP2621'THE STATION IS 2.8 MILES AIR LINE SOUTHEAST OF FLORENCE,
 CP2621'ON PROPERTY OWNED BY I.L. BUTLER, 52.5 FEET SOUTHWEST OF
 CP2621'THE SOUTHEAST CORNER OF THE BUTLER HOUSE, 37 FEET SOUTHEAST
 CP2621'OF THE CENTER LINE OF A DRIVEWAY, 51.5 FEET SOUTH OF THE
 CP2621'SOUTHWEST CORNER OF A PORCH, 55 FEET NORTHEAST OF THE CENTER
 CP2621'LINE OF A GRAVELED ROAD, 88 FEET NORTHEAST OF THE NORTHEAST
 CP2621'CORNER OF THE NELSON STORE, 26 FEET WEST OF A 24 INCH OAK
 CP2621'TREE, 11.5 FEET WEST NORTHWEST OF THE PROJECTED PLANE OF THE
 CP2621'SOUTHEAST SIDE OF THE BUTLER HOUSE, 108 FEET EAST NORTHEAST
 CP2621'OF A POWER POLE, IT IS A STANDARD DISK, STAMPED ANSE 1945
 CP2621'1957.   THE MARK IS FLUSH WITH THE
 CP2621'GROUND.
 CP2621'
 CP2621'REFERENCE MARK NO. 1 IS 150.71 FEET SOUTHEAST OF THE STATION,
 CP2621'31 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND
 CP2621'SOUTHEAST ROAD, 87 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CP2621'OF THE NELSON STORE, 45 FEET NORTHWEST OF A POWER POLE, 32
 CP2621'FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, IT
 CP2621'IS A STANDARD DISK, STAMPED ANSE NO 1 1945, PROJECTS 8 INCHES.
 CP2621'
 CP2621'REFERENCE MARK NO. 3 IS 82.23 FEET WEST NORTHWEST OF THE
 CP2621'STATION, 28 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 26
 CP2621'FEET SOUTHEAST OF A 24 INCH OAK TREE, 40 FEET NORTHWEST OF
 CP2621'THE CENTER LINE OF A DRIVEWAY LEADING TO THE BUTLER HOUSE,
 CP2621'103 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 CP2621'HOUSE, 87.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CP2621'PORCH OF THE BUTLER HOUSE, 60.5 FEET NORTHEAST OF A POWER
 CP2621'POLE, 15 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY
 CP2621'LEADING TO THE CONCRETE BLOCK HOUSE.  IT IS A STANDARD DISK,
 CP2621'STAMPED ANSE NO 3 1945 1957.
 CP2621'
 CP2621'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 18
 CP2621'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 68
 CP2621'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 CP2621'NORTHEAST TO A HOUSE, 35 FEET SOUTHEAST OF A FENCE CORNER,
 CP2621'49 FEET SOUTHEAST OF A 36 INCH OAK TREE.  IT IS A STANDARD
 CP2621'DISK, STAMPED ANSE 1945, PROJECTS 1 INCH.
 CP2621'
 CP2621'TO REACH THE STATION FROM THE POST OFFICE AT FLORENCE GO
 CP2621'1.2 MILES SOUTH ALONG STATE HIGHWAY 469 TO A JUNCTION WITH
 CP2621'TWO GRAVELED ROADS, TURN LEFT AND TAKE THE RIGHT FORK OF
 CP2621'THE GRAVELED ROAD SOUTHEAST 1.05 MILES TO A FORK, TAKE THE
 CP2621'RIGHT FORK AND GO 0.95 MILE SOUTHEAST TO THE T.A. NELSON
 CP2621'STORE ON THE RIGHT AND THE STATION ON THE LEFT, TAKE THE
 CP2621'RIGHT FORK OF THE ROAD AND GO 0.25 MILE SOUTHEAST TO THE
 CP2621'AZIMUTH MARK.
 CP2621
 CP2621                          STATION RECOVERY (1961)
 CP2621
 CP2621'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2621'THE STATION WAS VISITED 8-15-61.  THE STATION, AZIMUTH MARK,
 CP2621'R.M. NO. 1 AND R.M. NO. 3 WERE FOUND IN GOOD CONDITION.  THE
 CP2621'1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CP2621'
 CP2621'METAL WITNESS POSTS WERE SET 1 FOOT SOUTH OF THE AZIMUTH
 CP2621'MARK AND ONE FOOT SOUTHWEST OF R.M. NO. 1.
 CP2621'
 CP2621'THE AZIMUTH MARK CAN BE SEEN FROM THE STATION.
 CP2621
 CP2621                          STATION RECOVERY (1977)
 CP2621
 CP2621'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2621'THE STATION WAS VISITED 4-12-77 AND THE STATION MARK, RM NO 3 AND
 CP2621'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM NO 1 WAS FOUND
 CP2621'WITH SOME OF THE DIRT GRADED DOWN ABOUT 6 INCHES BUT THE MARK DOES
 CP2621'NOT APPEAR TO HAVE BEEN DISTURBED.  THE DISK HAS BEEN SCORED MAKING
 CP2621'THE STAMPING HARD TO READ.  THE AZIMUTH IS NOT VISIBLE FROM THE
 CP2621'STATION.
 CP2621'
 CP2621'THE STATION IS LOCATED 2.9 MILES SOUTHEAST OF FLORENCE ON THE FRONT
 CP2621'LAWN OF J. L. LAY ACROSS A BLACK TOP ROAD FROM A STORE, 3.7 MILES
 CP2621'NORTHWEST OF STAR IN THE NORTHWEST 1/4 OF SECTION 9, T 3N, R 2E.
 CP2621'IT IS 88 FEET NORTHEAST OF THE NORTHWEST CORNER OF STEVENS GENERAL
 CP2621'STORE, 55 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 52.5 FEET
 CP2621'SOUTHWEST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 58 FEET
 CP2621'SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 75.5 FEET
 CP2621'EAST-SOUTHEAST OF A POWER SERVICE POLE, 63 FEET SOUTHWEST OF
 CP2621'ANOTHER POWER SERVICE POLE, 38 FEET SOUTHEAST OF THE CENTER OF A
 CP2621'DRIVEWAY, 25.5 FEET WEST OF A 36 INCH OAK, 35 FEET EAST OF A 10 INCH
 CP2621'GUM AND IS 4 INCHES BELOW THE GROUND.  IT IS A TRIANGULATION
 CP2621'DISK, STAMPED ANSE 1945 1957.
 CP2621'
 CP2621'REFERENCE MARK NO 1 IS 150.71 FEET SOUTHEAST OF THE STATION.  IT IS
 CP2621'28 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 31 FEET
 CP2621'SOUTHEAST OF THE CENTER OF ANOTHER BLACK TOP ROAD, 45 FEET
 CP2621'WEST-NORTHWEST OF POLE NO. 281, 55 FEET EAST OF A POLE WITH A
 CP2621'LAMP ON IT AND PROJECTS 15 INCHES.  IT IS A REFERENCE MARK DISK,
 CP2621'STAMPED ANSE NO 1 1945.
 CP2621'
 CP2621'REFERENCE MARK NO 3 IS 82.23 FEET WEST-NORTHWEST OF THE STATION.  IT
 CP2621'IS 82 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 CP2621'106.5 FEET WEST OF A 36 INCH OAK, 28 FEET NORTHEAST OF THE CENTER
 CP2621'OF A BLACK TOP ROAD, 37 FEET WEST-NORTHWEST OF THE CENTER OF A
 CP2621'DRIVEWAY, 25.5 FEET SOUTHEAST OF A 30 INCH OAK, 5.5 FEET WEST OF A
 CP2621'POWER SERVICE POLE AND IS FLUSH WITH THE GROUND.  IT IS A REFERENCE
 CP2621'MARK DISK, STAMPED ANSE NO 3 1945 1957.
 CP2621'
 CP2621'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION IN THE
 CP2621'SOUTHWEST CORNER OF THE YARD OF A LARGE STONE HOUSE, 49 FEET
 CP2621'SOUTHEAST OF A 36 INCH OAK, 16.5 FEET WEST-SOUTHWEST OF A 12 INCH
 CP2621'PECAN, 17 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 1 FOOT
 CP2621'NORTHEAST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.  IT IS
 CP2621'AN AZIMUTH MARK DISK, STAMPED ANSE 1945.
 CP2621'
 CP2621'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 469 AND
 CP2621'U.S. HIGHWAY 49 AT THE EAST EDGE OF FLORENCE GO WEST ON STATE
 CP2621'HIGHWAY 469 FOR 0.45 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND GO
 CP2621'SOUTH ON STATE HIGHWAY 469 FOR 1.25 MILES TO THE JUNCTION OF TWO
 CP2621'ROADS ON THE LEFT.  TURN LEFT THEN TAKE THE RIGHT FORK AND GO
 CP2621'SOUTHEAST ON A BLACK TOP ROAD FOR 1.05 MILES TO A SIDE ROAD AND A
 CP2621'STORE ON THE RIGHT AND AND A STATION ON THE LEFT.  TO REACH THE
 CP2621'AZIMUTH TURN RIGHT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.3 MILE
 CP2621'TO THE MARK ON THE LEFT.
 CP2621'
 CP2621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MILES SOUTHEAST
 CP2621'OF FLORENCE.
 CP2621
 CP2621                          STATION RECOVERY (1981)
 CP2621
 CP2621'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2437 ***********************************************************************
 BH2437  DESIGNATION -  ANSE 1921
 BH2437  PID         -  BH2437
 BH2437  STATE/COUNTY-  MS/GEORGE
 BH2437  USGS QUAD   -  LUCEDALE (1982)
 BH2437
 BH2437                         *CURRENT SURVEY CONTROL
 BH2437  ___________________________________________________________________
 BH2437* NAD 83(1993)-  30 56 22.39916(N)    088 35 54.50804(W)     ADJUSTED  
 BH2437* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BH2437  ___________________________________________________________________
 BH2437  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2437  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH2437  HORZ ORDER  -  SECOND
 BH2437
 BH2437.The horizontal coordinates were established by classical geodetic methods
 BH2437.and adjusted by the National Geodetic Survey in May 1994.
 BH2437
 BH2437.The orthometric height was scaled from a topographic map.
 BH2437
 BH2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2437
 BH2437.The geoid height was determined by GEOID03.
 BH2437
 BH2437;                    North         East     Units Scale Factor Converg.
 BH2437;SPC MS E     -   159,599.280   322,443.067   MT  0.99995621   +0 07 14.7
 BH2437;SPC MS E     -   523,618.64  1,057,881.96   sFT  0.99995621   +0 07 14.7
 BH2437;UTM  16      - 3,423,998.530   347,294.364   MT  0.99988765   -0 49 19.2
 BH2437
 BH2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2437!SPC MS E     -   0.99999614  x   0.99995621  =   0.99995235
 BH2437!UTM  16      -   0.99999614  x   0.99988765  =   0.99988379
 BH2437
 BH2437:                Primary Azimuth Mark                     Grid Az
 BH2437:SPC MS E     -  TOD                                      143 23 02.1
 BH2437:UTM  16      -  TOD                                      144 19 36.0
 BH2437
 BH2437|---------------------------------------------------------------------|
 BH2437| PID    Reference Object                     Distance      Geod. Az  |
 BH2437|                                                           dddmmss.s |
 BH2437| BH2438 TOD                                 442.901 METERS 1433016.8 |
 BH2437| BH2433 RELAY                               APPROX. 0.9 KM 3130100.8 |
 BH2437|---------------------------------------------------------------------|
 BH2437
 BH2437                          SUPERSEDED SURVEY CONTROL
 BH2437
 BH2437  NAD 83(1993)-  30 56 22.40468(N)    088 35 54.50517(W) AD(       ) 2
 BH2437  NAD 83(1986)-  30 56 22.41801(N)    088 35 54.50805(W) AD(       ) 2
 BH2437  NAD 27      -  30 56 21.74800(N)    088 35 54.42300(W) AD(       ) 2
 BH2437
 BH2437.Superseded values are not recommended for survey control.
 BH2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2437.See file dsdata.txt to determine how the superseded data were derived.
 BH2437
 BH2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4729423999(NAD 83)
 BH2437_MARKER: DS = TRIANGULATION STATION DISK
 BH2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2437+STABILITY: SURFACE MOTION
 BH2437
 BH2437  HISTORY     - Date     Condition        Report By
 BH2437  HISTORY     - 1921     MONUMENTED       CGS
 BH2437  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2437  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2437
 BH2437                          STATION DESCRIPTION
 BH2437
 BH2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2437'STATION IS 1-1/8 MILES N OF LUCEDALE ON E (RIGHT) SIDE OF THE TRACK,
 BH2437'150 METERS N OF LUCEDALE CORPORATION LINE, SIGNBOARD, 50
 BH2437'METERS SE OF MILEPOST 41.  IT IS AT S END OF FIRST TANGENT N OF FIRST
 BH2437'ROAD CROSSING N OF LUCEDALE, 5.79 METERS (19.00 FEET) E OF E AND
 BH2437'NEAREST RAIL.
 BH2437'
 BH2437'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2437'CONCRETE.
 BH2437'
 BH2437'REFERENCE MARKS ARE ON OPPOSITE SIDE OF TRACK.  THEY ARE TRIANGULAR
 BH2437'BLAZES ON PINE TREES, WITH NAIL IN CENTER OF TRIANGLE.
 BH2437
 BH2437                          STATION RECOVERY (1971)
 BH2437
 BH2437'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2437'THE STATION SITE WAS VISITED 5-4-71 AND THE STATION MARK, REFERENCE
 BH2437'MARK, NO. 1, NO. 2, WERE NOT FOUND.
 BH2437'
 BH2437'THE STATION IS 1-1/8 MILES NORTH OF LUCEDALE ON THE EAST (RIGHT) SIDE
 BH2437'OF THE TRACK, 150 METERS NORTH OF LUCEDALE CORPORATION LINE
 BH2437'SIGNBOARD, 50 METERS SOUTHEAST OF MILEPOST 41.  IT IS AT THE SOUTH
 BH2437'END OF THE FIRST TANGENT NORTH OF THE FIRST ROAD CROSSING NORTH OF
 BH2437'LUCEDALE, 5.79 METERS (19.00 FEET) EAST OF THE EAST AND NEAREST RAIL.
 BH2437'
 BH2437'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2437'CONCRETE.
 BH2437'
 BH2437'THE REFERENCE MARKS ARE ON THE OPPOSITE SIDE OF THE TRACK.  THEY ARE
 BH2437'TRIANGULAR BLAZES ON PINE TREES, WITH NAILS IN THE CENTER OF THE
 BH2437'TRIANGLES.
 BH2437'
 BH2437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/8 MILES NORTH
 BH2437'OF LUCEDALE
 BH2437
 BH2437                          STATION RECOVERY (1978)
 BH2437
 BH2437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH2437'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2669 ***********************************************************************
 BH2669  DESIGNATION -  ANSLEY ERDL
 BH2669  PID         -  BH2669
 BH2669  STATE/COUNTY-  MS/HANCOCK
 BH2669  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2669
 BH2669                         *CURRENT SURVEY CONTROL
 BH2669  ___________________________________________________________________
 BH2669* NAD 83(1993)-  30 13 02.10332(N)    089 28 56.44835(W)     ADJUSTED  
 BH2669* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2669  ___________________________________________________________________
 BH2669  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BH2669  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BH2669  HORZ ORDER  -  FIRST
 BH2669
 BH2669.The horizontal coordinates were established by classical geodetic methods
 BH2669.and adjusted by the National Geodetic Survey in May 1994.
 BH2669
 BH2669.The orthometric height was scaled from a topographic map.
 BH2669
 BH2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2669
 BH2669.The geoid height was determined by GEOID03.
 BH2669
 BH2669;                    North         East     Units Scale Factor Converg.
 BH2669;SPC MS E     -    79,681.444   237,518.416   MT  0.99999815   -0 19 35.9
 BH2669;SPC MS E     -   261,421.54    779,258.34   sFT  0.99999815   -0 19 35.9
 BH2669;SPC LA S     -   191,787.044 1,178,184.803   MT  0.99993285   +0 55 31.9
 BH2669;SPC LA S     -   629,221.33  3,865,427.97   sFT  0.99993285   +0 55 31.9
 BH2669;UTM  16      - 3,345,464.842   261,069.452   MT  1.00030436   -1 14 59.7
 BH2669
 BH2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2669!SPC MS E     -   1.00000407  x   0.99999815  =   1.00000222
 BH2669!SPC LA S     -   1.00000407  x   0.99993285  =   0.99993692
 BH2669!UTM  16      -   1.00000407  x   1.00030436  =   1.00030843
 BH2669
 BH2669|---------------------------------------------------------------------|
 BH2669| PID    Reference Object                     Distance      Geod. Az  |
 BH2669|                                                           dddmmss.s |
 BH2669| BH2670 ANSLEY ERDL 1959 RM 2                25.840 METERS 07537     |
 BH2669| DD8290 ANSLEY ERDL AZ MK                                  2401536.8 |
 BH2669| DD8291 ANSLEY ERDL RM 1                     25.208 METERS 33243     |
 BH2669| BH2672 TENNESSEE GAS PIPELINE MAST         APPROX. 2.9 KM 3345056.2 |
 BH2669|---------------------------------------------------------------------|
 BH2669
 BH2669                          SUPERSEDED SURVEY CONTROL
 BH2669
 BH2669  NAD 83(1986)-  30 13 02.11580(N)    089 28 56.44292(W) AD(       ) 1
 BH2669  NAD 27      -  30 13 01.40830(N)    089 28 56.25860(W) AD(       ) 1
 BH2669
 BH2669.Superseded values are not recommended for survey control.
 BH2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2669.See file dsdata.txt to determine how the superseded data were derived.
 BH2669
 BH2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6106945465(NAD 83)
 BH2669_MARKER: DS = TRIANGULATION STATION DISK
 BH2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2669+STABILITY: SURFACE MOTION
 BH2669
 BH2669  HISTORY     - Date     Condition        Report By
 BH2669  HISTORY     - 1959     MONUMENTED       CGS
 BH2669  HISTORY     - 1972     GOOD             MSHD
 BH2669
 BH2669                          STATION DESCRIPTION
 BH2669
 BH2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 BH2669'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF BAY ST. LOUIS
 BH2669'AND ON PASTURE LAND OWNED BY MR ANDREW LADNER.  IT IS 46 FEET
 BH2669'EAST-SOUTHEAST OF A 20 INCH TRIANGULAR-BLAZED OAK TREE AND 2.7 FEET
 BH2669'NORTH-NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 BH2669'SET IN A CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.  THE DISK IS
 BH2669'STAMPED, ANSLEY ERDL 1959.
 BH2669'
 BH2669'TO REACH THE STATION FROM THE WEST END OF THE BAY ST. LOUIS TOLL
 BH2669'BRIDGE, GO WEST ON US HIGHWAY 90 FOR 8.5 MILES TO CROSSROADS
 BH2669'AND SIGN, LAKE SHORE CLEMONT HARBOR.  TURN LEFT AND GO SOUTHERLY ON
 BH2669'SURFACED ROAD FOR 2.5 MILES TO A CROSS- ROADS, THENCE RIGHT AND GO
 BH2669'WESTERLY ON MAIN TRAVELED ROAD FOR 3 MILES TO A FORK.  TAKE RIGHT
 BH2669'FORK AND GO 0.8 MILE TO A SIDE ROAD TO THE RIGHT- CONTINUE
 BH2669'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 1.35 MILES TO A RAILROAD
 BH2669'CROSSING.  CROSS RAILROAD TRACKS AND CONTINUE SOUTHERLY ON MAIN
 BH2669'TRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT AND A CABLE
 BH2669'ACROSS ROAD (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE STRAIGHT
 BH2669'AHEAD ON MAIN TRAVELED ROAD FOR 1.0 MILE TO A CLEARED AREA ON THE
 BH2669'LEFT, JUST AFTER PASSING THRU A GATE.  TURN LEFT AND GO SOUTH PASSING
 BH2669'THRU CLEARED AREA FOR 0.2 MILE TO AZIMUTH MARK.) TURN LEFT AND GO
 BH2669'SOUTHEASTERLY ON TRACK ROAD FOR 0.1 MILE TO STOCK CORRAL.  FROM HERE
 BH2669'PICK A WAY THRU GRASS COVERED MARSHLAND FOR ABOUT 0.05 MILE TO
 BH2669'HIGH GROUND AND THE STATION SITE.
 BH2669'
 BH2669'REFERENCE MARK NO. 1 IS 85.5 FEET NORTH OF A METAL WITNESS POST 60
 BH2669'FEET NORTH-NORTHEAST OF A 20 INCH TRIANGULAR-BLAZED OAK TREE.  THE
 BH2669'MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS
 BH2669'ABOUT 2 INCHES AND IS STAMPED, ANSLEY ERDL NO 1 1959.
 BH2669'
 BH2669'REFERENCE MARK NO. 2 IS 126 FEET EAST-SOUTHEAST OF A 20 INCH,
 BH2669'TRIANGULAR-BLAZED OAK TREE AND 83.7 FEET EAST OF A METAL WITNESS
 BH2669'POST.  THE MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT THAT
 BH2669'PROJECTS ABOUT 6 INCHES AND IS STAMPED, ANSLEY ERDL NO 2 1959.
 BH2669'
 BH2669'THE AZIMUTH MARK IS 84 FEET SOUTH OF A 20 INCH TRIANGULAR-BLAZED OAK
 BH2669'TREE, 80 FEET SOUTH OF THE SOUTH EDGE OF A WOODED AREA, 80 FEET
 BH2669'EAST OF THE EAST BANK OF A CANAL AND 2 FEET EAST-NORTHEAST OF A METAL
 BH2669'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 BH2669'MONUMENT THAT PROJECTS ABOUT 6 INCHES AND IS STAMPED, ANSLEY ERDL
 BH2669'1959.
 BH2669'
 BH2669'A FIRST ORDER TRAVERSE WAS MEASURED FROM THE TRIANGULATION
 BH2669'STATION TO REFERENCE MARK NO. 2 AT THE REQUEST OF ERDL.
 BH2669'
 BH2669'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 BH2669
 BH2669                          STATION RECOVERY (1972)
 BH2669
 BH2669'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2669'THE STATION WAS VISITED 8-11-72 AND THE STATION MARK RM NO 1, RM
 BH2669'NO 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2669'
 BH2669'THE STATION IS LOCATED 8.1 MILES SOUTHEAST OF PEARLINGTON, 11.1
 BH2669'MILES SOUTHWEST OF BAY ST. LOUIS IN THE NORTHEAST 1/4 OF SECTION
 BH2669'34, T 9S, R 15W, ON LAND OWNED BY MR. ANDREW LADNER.  IT IS 299
 BH2669'FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 45 FEET EAST OF A
 BH2669'24 INCH BLAZED LIVE OAK, 68 FEET NORTH-NORTHEAST OF AN 18 IN
 BH2669'LIVE OAK, THE SOUTH ONE OF A GROUP OF LIVE OAKS AND 2.5 FEET
 BH2669'NORTHWEST OF A METAL WITNESS POST.
 BH2669'
 BH2669'IT IS A TRIANGULATION DISK, STAMPED ANSLEY ERDL 1959 PROJECTING
 BH2669'2 INCHES.
 BH2669'
 BH2669'REFERENCE MARK NO 1 IS 82.70 FEET NORTHWEST OF THE STATION.  IT
 BH2669'IS 217 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 58.5 FEET
 BH2669'NORTH OF A 24 INCH BLAZED LIVE OAK, AND 1 FOOT SOUTHWEST OF A
 BH2669'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED ANSLEY
 BH2669'ERDL NO 1 1959 PROJECTING 2 INCHES.
 BH2669'
 BH2669'REFERENCE MARK NO 2 IS 84.78 FEET EAST-NORTHEAST OF THE
 BH2669'STATION.  IT IS 137 FEET NORTHEAST OF THE SOUTH ONE OF A GROUP OF
 BH2669'LIVE OAKS, 125 FEET EAST-NORTHEAST OF A 24 INCH BLAZED OAK, AND 1
 BH2669'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BH2669'DISK, STAMPED ANSLEY ERDL NO 2 1959 PROJECTING 1 INCH.
 BH2669'
 BH2669'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 130.90 FEET.
 BH2669'
 BH2669'THE AZIMUTH MARK IS 56 FEET EAST OF THE WEST EDGE OF THE EAST
 BH2669'BANK OF A BAYOU, 83 FEET SOUTH OF A 20 INCH BLAZED LIVE OAK, 95
 BH2669'FEET SOUTHEAST OF A 12 INCH OAK AT THE SOUTHWEST CORNER OF A
 BH2669'WOODED AREA ON THE EAST SIDE OF A PIPE LINE AND 2 FEET EAST OF A
 BH2669'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED ANSLEY
 BH2669'ERDL 1959 FLUSH.
 BH2669'
 BH2669'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER
 BH2669'ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR 3.5
 BH2669'MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.  CONTINUE WEST
 BH2669'ON U.S. HIGHWAY 90 FOR 4.8 MILES TO A CROSSROAD AND SIGN LAKE
 BH2669'SHORE CLEMONT HARBOR.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 BH2669'FOR 2.5 MILES TO ANOTHER CROSSROAD.  TURN RIGHT AND GO WEST ON A
 BH2669'BLACK TOP ROAD FOR 3.2 MILES TO A FORK.  TAKE THE LEFT FORK AND
 BH2669'GO SOUTH ON A BLACK TOP ROAD FOR 0.5 MILES TO A SIDE ROAD RIGHT.
 BH2669'CONTINUE SOUTH AND WEST ON A GRAVELED ROAD FOR 1.35 MILES TO THE
 BH2669'CROSSING OF THE L AND N RAILROAD TRACK.  CONTINUE SOUTH AND WEST
 BH2669'ON A GRAVELED ROAD FOR 0.5 MILES TO A TRACK ROAD ON THE LEFT.
 BH2669'TURN LEFT AND FOLLOW A TRACK ROAD AROUND THE EAST END OF A BAYOU
 BH2669'FOR 0.25 MILES TO THE STATION ON THE LEFT.  TO REACH THE
 BH2669'AZIMUTH CONTINUE WEST ON A GRAVELED ROAD FOR 1 MILE TO A
 BH2669'PIPE LINE CROSSING, TURN LEFT AND GO SOUTH ON A TRACK ROAD ALONG
 BH2669'THE PIPE LINE FOR 0.2 MILES TO THE BEGINNING OF A BAYOU AND
 BH2669'THE MARK ON THE LEFT.
 BH2669'
 BH2669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2669'8.1 MILES SOUTHEAST OF PEARLINGTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2670 ***********************************************************************
 BH2670  DESIGNATION -  ANSLEY ERDL 1959 RM 2
 BH2670  PID         -  BH2670
 BH2670  STATE/COUNTY-  MS/HANCOCK
 BH2670  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2670
 BH2670                         *CURRENT SURVEY CONTROL
 BH2670  ___________________________________________________________________
 BH2670* NAD 83(1993)-  30 13 02.31187(N)    089 28 55.51244(W)     ADJUSTED  
 BH2670* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2670  ___________________________________________________________________
 BH2670  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BH2670  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BH2670  HORZ ORDER  -  SECOND
 BH2670
 BH2670.The horizontal coordinates were established by classical geodetic methods
 BH2670.and adjusted by the National Geodetic Survey in May 1994.
 BH2670
 BH2670.The orthometric height was scaled from a topographic map.
 BH2670
 BH2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2670
 BH2670.The geoid height was determined by GEOID03.
 BH2670
 BH2670;                    North         East     Units Scale Factor Converg.
 BH2670;SPC MS E     -    79,687.724   237,543.481   MT  0.99999811   -0 19 35.5
 BH2670;SPC MS E     -   261,442.14    779,340.57   sFT  0.99999811   -0 19 35.5
 BH2670;SPC LA S     -   191,793.869 1,178,209.723   MT  0.99993285   +0 55 32.3
 BH2670;SPC LA S     -   629,243.72  3,865,509.73   sFT  0.99993285   +0 55 32.3
 BH2670;UTM  16      - 3,345,470.718   261,094.623   MT  1.00030421   -1 14 59.2
 BH2670
 BH2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2670!SPC MS E     -   1.00000407  x   0.99999811  =   1.00000218
 BH2670!SPC LA S     -   1.00000407  x   0.99993285  =   0.99993692
 BH2670!UTM  16      -   1.00000407  x   1.00030421  =   1.00030828
 BH2670
 BH2670                          SUPERSEDED SURVEY CONTROL
 BH2670
 BH2670  NAD 83(1986)-  30 13 02.32435(N)    089 28 55.50701(W) AD(       ) 2
 BH2670  NAD 27      -  30 13 01.61690(N)    089 28 55.32270(W) AD(       ) 2
 BH2670
 BH2670.Superseded values are not recommended for survey control.
 BH2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2670.See file dsdata.txt to determine how the superseded data were derived.
 BH2670
 BH2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6109545471(NAD 83)
 BH2670_MARKER: DR = REFERENCE MARK DISK
 BH2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2670+STABILITY: SURFACE MOTION
 BH2670
 BH2670  HISTORY     - Date     Condition        Report By
 BH2670  HISTORY     - 1959     MONUMENTED       CGS
 BH2670  HISTORY     - 1969     GOOD             CGS
 BH2670
 BH2670                          STATION DESCRIPTION
 BH2670
 BH2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BH2670'SEE STATION ANSLEY ERDL.
 BH2670
 BH2670                          STATION RECOVERY (1969)
 BH2670
 BH2670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 BH2670'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BH2670'IN GOOD CONDITION.
 BH2670'
 BH2670'A NEW TO REACH FOLLOWS--
 BH2670'
 BH2670'FROM THE TOLL GATE AT THE BAY ST. LOUIS BRIDGE, PROCEED W ON
 BH2670'RTE. 90 17.3 MILES (ABOUT 0.25 MILES W OF A ROADSIDE PARK)
 BH2670'TURN LEFT ON A MACADAM ROAD.  PROCEED S 06.2 MILES TO A T
 BH2670'INTERSECTION.  TURN RIGHT AND PROCEED 01.3 MILES TO A RR
 BH2670'CROSSING.  FOLLOW THE ROAD 0.5 MILES W FROM THE RR CROSSING TO
 BH2670'A TRAIL ON THE LEFT.  FOLLOW THE TRAIL 0.15 MILE.  THE STATION
 BH2670'IS SW OF THIS POINT ABOUT 400 FT. ON THE E END OF A SMALL
 BH2670'TREE COVERED RISE IN A MARSH AREA.
 BH2670'
 BH2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2670'10 MILE SW OF BAY ST. LOUIS, MS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7790 ***********************************************************************
 AJ7790  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7790  DESIGNATION -  ANTIGONE
 AJ7790  PID         -  AJ7790
 AJ7790  STATE/COUNTY-  MS/COPIAH
 AJ7790  USGS QUAD   -  BARLOW (1963)
 AJ7790
 AJ7790                         *CURRENT SURVEY CONTROL
 AJ7790  ___________________________________________________________________
 AJ7790* NAD 83(2007)-  31 49 23.54039(N)    090 39 13.56583(W)     ADJUSTED  
 AJ7790* NAVD 88     -        91.6    (meters)     301.     (feet)  GPS OBS   
 AJ7790  ___________________________________________________________________
 AJ7790  EPOCH DATE  -        2002.00
 AJ7790  X           -     -61,894.156 (meters)                     COMP
 AJ7790  Y           -  -5,424,123.606 (meters)                     COMP
 AJ7790  Z           -   3,343,824.959 (meters)                     COMP
 AJ7790  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AJ7790  ELLIP HEIGHT-          65.551 (meters)          (02/10/07) ADJUSTED
 AJ7790  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AJ7790
 AJ7790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7790  Type    PID    Designation                      North   East  Ellip
 AJ7790  -------------------------------------------------------------------
 AJ7790  NETWORK AJ7790 ANTIGONE                          0.96   0.94   3.96
 AJ7790  -------------------------------------------------------------------
 AJ7790
 AJ7790.The horizontal coordinates were established by GPS observations
 AJ7790.and adjusted by the National Geodetic Survey in February 2007.
 AJ7790
 AJ7790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7790.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7790.The epoch date for horizontal control is a decimal equivalence
 AJ7790.of Year/Month/Day.
 AJ7790
 AJ7790.The orthometric height was determined by GPS observations and a
 AJ7790.high-resolution geoid model.
 AJ7790
 AJ7790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7790
 AJ7790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7790
 AJ7790.The ellipsoidal height was determined by GPS observations
 AJ7790.and is referenced to NAD 83.
 AJ7790
 AJ7790.The geoid height was determined by GEOID03.
 AJ7790
 AJ7790;                    North         East     Units Scale Factor Converg.
 AJ7790;SPC MS W     -   257,591.123   669,664.585   MT  0.99996134   -0 10 08.3
 AJ7790;SPC MS W     -   845,113.54  2,197,057.89   sFT  0.99996134   -0 10 08.3
 AJ7790;UTM  15      - 3,523,237.973   722,066.066   MT  1.00020822   +1 14 15.6
 AJ7790
 AJ7790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7790!SPC MS W     -   0.99998971  x   0.99996134  =   0.99995105
 AJ7790!UTM  15      -   0.99998971  x   1.00020822  =   1.00019793
 AJ7790
 AJ7790                          SUPERSEDED SURVEY CONTROL
 AJ7790
 AJ7790  ELLIP H (04/15/02)   65.547  (m)                       GP(       ) 4 2
 AJ7790  NAD 83(1993)-  31 49 23.54004(N)    090 39 13.56564(W) AD(       ) B
 AJ7790  ELLIP H (02/15/02)   65.550  (m)                       GP(       ) 4 1
 AJ7790
 AJ7790.Superseded values are not recommended for survey control.
 AJ7790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7790.See file dsdata.txt to determine how the superseded data were derived.
 AJ7790
 AJ7790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR2206623238(NAD 83)
 AJ7790_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7790_STAMPING: ANTIGONE 2000
 AJ7790_MARK LOGO: NGS   
 AJ7790_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7790+STABILITY: SURFACE MOTION
 AJ7790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7790+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7790
 AJ7790  HISTORY     - Date     Condition        Report By
 AJ7790  HISTORY     - 2000     MONUMENTED       MSHD
 AJ7790
 AJ7790                          STATION DESCRIPTION
 AJ7790
 AJ7790'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 (TJ)
 AJ7790'THE STATION IS LOCATED 15 MI (24.1 KM) WEST OF HAZLEHURST, MS, IN
 AJ7790'SOUTHWESTERN COPIAH COUNTY, AT THE COMMUNITY OF BARLOW.  TO REACH THE
 AJ7790'STATION FROM I-55 EXIT 61 (NO. HAZLEHURST), DRIVE SOUTHWEST ON RTE 28
 AJ7790'FOR ABOUT 8.4 MI (13.5 KM) TO BARLOW RD., RIGHT.  TURN RIGHT AND
 AJ7790'CONTINUE WNW ON BARLOW RD. FOR ABOUT 8.1 MI (13.0 KM), THROUGH BARLOW
 AJ7790'AND PAST WARREN HOOD RD., RIGHT, TO THE REHOBETH METHODIST CHURCH ON
 AJ7790'THE SOUTH SIDE OF THE ROAD AND THE STATION, IN THE CEMEMTERY, ACROSS
 AJ7790'THE ROAD ON THE RIGHT (NORTH).  THE STATION MARK IS AN NGS HORIZONTAL
 AJ7790'CONTROL DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AJ7790'THE GROUND SURFACE.  IT IS 169 FT (51.5 M) WNW OF THE EASTMOST POLE O
 AJ7790'FTHE CEMETERY ENTRANCE GATE, 33.6 FT (10.2 M) NORTH OF THE CHAIN LINK
 AJ7790'FENCE BOUNDING THE SOUTH SIDE OF THE CEMETERY, 15.3 FT (4.7 M) ENE OF
 AJ7790'THE HEADSTONE FOR W. CARROLL BEASLEY, 15.0 FT (4.6 M) SW OF THE
 AJ7790'HEADSTONE FOR MARTHA BOWMAN, AND 17.7 FT (5.4 M) NW OF THE HEADSTONE
 AJ7790'FOR FLORENCE WEEKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2466 ***********************************************************************
 BH2466  DESIGNATION -  ANVIL
 BH2466  PID         -  BH2466
 BH2466  STATE/COUNTY-  MS/GEORGE
 BH2466  USGS QUAD   -  MERRILL (1982)
 BH2466
 BH2466                         *CURRENT SURVEY CONTROL
 BH2466  ___________________________________________________________________
 BH2466* NAD 83(1993)-  30 58 41.57537(N)    088 40 52.59048(W)     ADJUSTED  
 BH2466* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 BH2466  ___________________________________________________________________
 BH2466  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BH2466  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2466  HORZ ORDER  -  SECOND
 BH2466
 BH2466.The horizontal coordinates were established by classical geodetic methods
 BH2466.and adjusted by the National Geodetic Survey in May 1994.
 BH2466
 BH2466.The orthometric height was scaled from a topographic map.
 BH2466
 BH2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2466
 BH2466.The geoid height was determined by GEOID03.
 BH2466
 BH2466;                    North         East     Units Scale Factor Converg.
 BH2466;SPC MS E     -   163,871.529   314,524.788   MT  0.99995260   +0 04 41.8
 BH2466;SPC MS E     -   537,635.17  1,031,903.41   sFT  0.99995260   +0 04 41.8
 BH2466;UTM  16      - 3,428,400.330   339,447.895   MT  0.99991797   -0 51 56.0
 BH2466
 BH2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2466!SPC MS E     -   0.99999974  x   0.99995260  =   0.99995234
 BH2466!UTM  16      -   0.99999974  x   0.99991797  =   0.99991771
 BH2466
 BH2466|---------------------------------------------------------------------|
 BH2466| PID    Reference Object                     Distance      Geod. Az  |
 BH2466|                                                           dddmmss.s |
 BH2466| DD8292 ANVIL RM 1                           22.600 METERS 24659     |
 BH2466| BH2465 TANK                                316.714 METERS 30737     |
 BH2466| DD8293 ANVIL RM 2                           20.970 METERS 33715     |
 BH2466|---------------------------------------------------------------------|
 BH2466
 BH2466                          SUPERSEDED SURVEY CONTROL
 BH2466
 BH2466  NAD 83(1993)-  30 58 41.58333(N)    088 40 52.58617(W) AD(       ) 2
 BH2466  NAD 83(1986)-  30 58 41.59233(N)    088 40 52.59084(W) AD(       ) 2
 BH2466  NAD 27      -  30 58 40.92400(N)    088 40 52.48600(W) AD(       ) 2
 BH2466
 BH2466.Superseded values are not recommended for survey control.
 BH2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2466.See file dsdata.txt to determine how the superseded data were derived.
 BH2466
 BH2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3944828400(NAD 83)
 BH2466_MARKER: DS = TRIANGULATION STATION DISK
 BH2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2466
 BH2466  HISTORY     - Date     Condition        Report By
 BH2466  HISTORY     - 1921     MONUMENTED       CGS
 BH2466  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2466  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH2466
 BH2466                          STATION DESCRIPTION
 BH2466
 BH2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2466'STATION IS 1 MILE N OF BEXLEY ON E RIGHT SIDE OF TRACK, ON EXTENSION
 BH2466'OF BACK TANGENT W LEFT RAIL, 100 METERS N OF POINT OF TANGENCY.  AT
 BH2466'FIRST CURVE N OF DEPOT.  NEAR N END OF CUT AT SAID CURVE, 7.95 METERS
 BH2466'(26.085 FEET) E OF E AND NEAREST RAIL.
 BH2466'
 BH2466'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2466'SET IN CONCRETE.
 BH2466'
 BH2466'REFERENCE MARK NO.1 ON OPPOSITE W SIDE OF TRACK JUST E OF RAILROAD
 BH2466'PROPERTY FENCE LUNE.
 BH2466'
 BH2466'REFERENCE MARK NO.2 ON SAME E SIDE OF TRACK JUST W OF RAILROAD
 BH2466'PROPERTY FENCE LINE.
 BH2466
 BH2466                          STATION RECOVERY (1971)
 BH2466
 BH2466'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2466'THE STATION SITE WAS VISITED 5-7-71 AND THE STATION MARK, REFERENCE
 BH2466'MARK, NO. 1, NO. 2, WERE NOT FOUND.
 BH2466'
 BH2466'THE STATION IS 1 MILE NORTH OF BEXLEY ON THE EAST (RIGHT) SIDE OF THE
 BH2466'TRACK, ON THE EXTENSION OF THE BACK TANGENT OF THE WEST (LEFT) RAIL,
 BH2466'100 METERS NORTH OF THE POINT OF TANGENCY.  IT IS AT THE FIRST CURVE
 BH2466'NORTH OF THE DEPOT.  IT IS NEAR THE NORTH END OF THE CUT AT SAID
 BH2466'CURVE, 7.95 METERS (26.085 FEET) EAST OF THE EAST AND NEAREST RAIL.
 BH2466'
 BH2466'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BH2466'DISKS SET IN CONCRETE.
 BH2466'
 BH2466'REFERENCE MARK NO. 1 IS ON THE OPPOSITE (WEST) SIDE OF THE TRACK JUST
 BH2466'EAST OF THE RAILROAD PROPERTY FENCE LINE.
 BH2466'
 BH2466'REFERENCE MARK NO. 2 IS ON THE SAME (EAST) SIDE OF THE TRACK JUST
 BH2466'WEST OF THE RAILROAD PROPERTY FENCE LINE.
 BH2466'
 BH2466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH OF
 BH2466'BEXLEY
 BH2466
 BH2466                          STATION RECOVERY (1979)
 BH2466
 BH2466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RCP)
 BH2466'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0995 ***********************************************************************
 CO0995  DESIGNATION -  AP 1957 STA A
 CO0995  PID         -  CO0995
 CO0995  STATE/COUNTY-  MS/LAUDERDALE
 CO0995  USGS QUAD   -  MEEHAN (1982)
 CO0995
 CO0995                         *CURRENT SURVEY CONTROL
 CO0995  ___________________________________________________________________
 CO0995* NAD 83(1986)-  32 20 32.     (N)    088 45 05.     (W)     SCALED    
 CO0995* NAVD 88     -        89.001  (meters)     292.00   (feet)  ADJUSTED  
 CO0995  ___________________________________________________________________
 CO0995  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CO0995  DYNAMIC HT  -          88.896 (meters)     291.65  (feet)  COMP
 CO0995  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CO0995
 CO0995  VERT ORDER  -  FIRST     CLASS I
 CO0995
 CO0995.This mark is at Key Field Airport (MEI)
 CO0995
 CO0995.The horizontal coordinates were scaled from a topographic map and have
 CO0995.an estimated accuracy of +/- 6 seconds.
 CO0995
 CO0995.The orthometric height was determined by differential leveling
 CO0995.and adjusted in June 1991.
 CO0995
 CO0995.The geoid height was determined by GEOID03.
 CO0995
 CO0995.The dynamic height is computed by dividing the NAVD 88
 CO0995.geopotential number by the normal gravity value computed on the
 CO0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0995.degrees latitude (g = 980.6199 gals.).
 CO0995
 CO0995.The modeled gravity was interpolated from observed gravity values.
 CO0995
 CO0995;                    North         East    Units  Estimated Accuracy
 CO0995;SPC MS E     -   315,100.      307,710.      MT  (+/- 180 meters Scaled)
 CO0995
 CO0995                          SUPERSEDED SURVEY CONTROL
 CO0995
 CO0995  NGVD 29 (??/??/??)   88.988  (m)          291.95   (f) ADJUSTED    1 1
 CO0995
 CO0995.Superseded values are not recommended for survey control.
 CO0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0995.See file dsdata.txt to determine how the superseded data were derived.
 CO0995
 CO0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA351797(NAD 83)
 CO0995_MARKER: DB = BENCH MARK DISK
 CO0995_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CO0995_SP_SET: RUNWAY
 CO0995_STAMPING: AP 1957 STA A
 CO0995_MARK LOGO: CGS   
 CO0995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CO0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0995+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
 CO0995
 CO0995  HISTORY     - Date     Condition        Report By
 CO0995  HISTORY     - 1957     MONUMENTED       CGS
 CO0995  HISTORY     - 19800101 MARK NOT FOUND   NGS
 CO0995  HISTORY     - 19900619 SEE DESCRIPTION  MSHD
 CO0995
 CO0995                          STATION DESCRIPTION
 CO0995
 CO0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 CO0995'LOCATED AT KEY FIELD AT THE APPROACH TO RUNWAY END 19.  THE MARK IS
 CO0995'LOCATED IN THE NORTHEAST CORNER OF THE RUNWAY.  A TOPOGRAPHIC STATION
 CO0995'DISK STAMPED AP 1957 STA A, SET IN A DRILL HOLE IN THE CORNER OF THE
 CO0995'RUNWAY.  NOTE-1980-COVERED BY 8 INCHES OF ASPHALT.
 CO0995
 CO0995                          STATION RECOVERY (1990)
 CO0995
 CO0995'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0995'MARK WAS SEARCHED FOR IN 1980 AND WAS FOUND TO BE COVERED WITH 8
 CO0995'INCHES OF ASPHALT AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0523 ***********************************************************************
 CO0523  DESIGNATION -  AP 1964 STA A 2
 CO0523  PID         -  CO0523
 CO0523  STATE/COUNTY-  MS/LAUDERDALE
 CO0523  USGS QUAD   -  MEEHAN (1982)
 CO0523
 CO0523                         *CURRENT SURVEY CONTROL
 CO0523  ___________________________________________________________________
 CO0523* NAD 83(1986)-  32 20 32.     (N)    088 45 04.     (W)     SCALED    
 CO0523* NAVD 88     -        88.788  (meters)     291.30   (feet)  ADJUSTED  
 CO0523  ___________________________________________________________________
 CO0523  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CO0523  DYNAMIC HT  -          88.684 (meters)     290.96  (feet)  COMP
 CO0523  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CO0523
 CO0523  VERT ORDER  -  FIRST     CLASS I
 CO0523
 CO0523.This mark is at Key Field Airport (MEI)
 CO0523
 CO0523.The horizontal coordinates were scaled from a topographic map and have
 CO0523.an estimated accuracy of +/- 6 seconds.
 CO0523
 CO0523.The orthometric height was determined by differential leveling
 CO0523.and adjusted in June 1991.
 CO0523
 CO0523.The geoid height was determined by GEOID03.
 CO0523
 CO0523.The dynamic height is computed by dividing the NAVD 88
 CO0523.geopotential number by the normal gravity value computed on the
 CO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0523.degrees latitude (g = 980.6199 gals.).
 CO0523
 CO0523.The modeled gravity was interpolated from observed gravity values.
 CO0523
 CO0523;                    North         East    Units  Estimated Accuracy
 CO0523;SPC MS E     -   315,100.      307,740.      MT  (+/- 180 meters Scaled)
 CO0523
 CO0523                          SUPERSEDED SURVEY CONTROL
 CO0523
 CO0523  NGVD 29 (??/??/??)   88.775  (m)          291.26   (f) ADJUSTED    1 1
 CO0523
 CO0523.Superseded values are not recommended for survey control.
 CO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0523.See file dsdata.txt to determine how the superseded data were derived.
 CO0523
 CO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA352797(NAD 83)
 CO0523_MARKER: DT = TOPOGRAPHIC STATION DISK
 CO0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0523_SP_SET: CONCRETE POST
 CO0523_STAMPING: AP 1964 STA A2
 CO0523_MARK LOGO: CGS   
 CO0523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0523+STABILITY: SURFACE MOTION
 CO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0523+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
 CO0523
 CO0523  HISTORY     - Date     Condition        Report By
 CO0523  HISTORY     - 1964     MONUMENTED       CGS
 CO0523  HISTORY     - 1968     GOOD             NGS
 CO0523  HISTORY     - 19830630 GOOD             NGS
 CO0523  HISTORY     - 19900619 GOOD             MSHD
 CO0523
 CO0523                          STATION DESCRIPTION
 CO0523
 CO0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0523'4.25 MI SW FROM MERIDIAN.
 CO0523'ABOUT 1.05 MILES SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0523'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 2.7 MILES
 CO0523'WEST ALONG U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 0.5
 CO0523'MILE SOUTH ALONG U.S. HIGHWAY 11, IN SECTION 26, T 6 N, R 15 E, 59
 CO0523'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 184 FEET SOUTH OF THE
 CO0523'CENTERLINE OF A PAVED ROAD WHICH LEADS TO KEY FIELD AIR NATIONAL GUARD
 CO0523'BASE, 218 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDETRACK, 91
 CO0523'FEET WEST AND ACROSS THE HIGHWAY FROM A LIGHT POLE, 0.45 MILE NORTH OF
 CO0523'TRIANGULATION STATION KEY 1954, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 CO0523'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CO0523'INCHES.
 CO0523
 CO0523                          STATION RECOVERY (1983)
 CO0523
 CO0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0523'LOCATED AT KEY FIELD AT THE APPROACH TO RUNWAY END 19, 124.99 FEET
 CO0523'(38.10 M) EAST OF THE CENTERLINE OF RUNWAY 19 EXTENDED, 42.01 FEET
 CO0523'(12.80 M) NORTH OF RUNWAY END, 40.8 FEET (12.4 M) NORTH OF THE NORTH
 CO0523'EDGE OF THE TAXIWAY, 58.4 FEET (17.8 M) SOUTH OF THE FIRST ROW OF
 CO0523'OVERRUN LIGHTS AND 16.6 FEET (5.1 M) NORTH OF THE THRESHOLD LIGHTS. A
 CO0523'TOPOGRAPHIC STATION DISK STAMPED AP 1964 STA A2 IN TOP OF A CONCRETE
 CO0523'MONUMENT ABOUT FLUSH WITH THE GROUND.
 CO0523
 CO0523                          STATION RECOVERY (1990)
 CO0523
 CO0523'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0523'MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF MERIDIAN, AT THE
 CO0523'APPROACH TO RUNWAY END 19 AND IS IN SECTION 22, T 6N, R 15
 CO0523'MARK IS A TOPGRAPHIC STATION DISK SET IN THE TOP OF A ROUND CONCRETE
 CO0523'POST, FLUSH WITH THE GROUND, 125 FT (38.1 M) EAST OF THE CENTER OF
 CO0523'THE RUNWAY NO 1-19, 40 FT (12.2 M) NORTHWEST OF THE 2ND TAXIWAY LIGHT
 CO0523'EAST OF THE RUNWAY ON THE NORTH SIDE OF THE TAXIWAY, 34.2 FT
 CO0523'(10.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A
 CO0523'CONTROL BOX AND 29.6 FT (9.0 M) NORTH NORTHEAST OF THE EAST ONE OF
 CO0523'FOUR THRESHOLD LIGHTS ON THE EAST SIDE OF THE RUNNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1001 ***********************************************************************
 CO1001  DESIGNATION -  AP 1964 STA M
 CO1001  PID         -  CO1001
 CO1001  STATE/COUNTY-  MS/LAUDERDALE
 CO1001  USGS QUAD   -  MEEHAN (1982)
 CO1001
 CO1001                         *CURRENT SURVEY CONTROL
 CO1001  ___________________________________________________________________
 CO1001* NAD 83(1986)-  32 19 13.     (N)    088 45 19.     (W)     SCALED    
 CO1001* NAVD 88     -        86.538  (meters)     283.92   (feet)  ADJUSTED  
 CO1001  ___________________________________________________________________
 CO1001  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CO1001  DYNAMIC HT  -          86.436 (meters)     283.58  (feet)  COMP
 CO1001  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CO1001
 CO1001  VERT ORDER  -  FIRST     CLASS I
 CO1001
 CO1001.This mark is at Key Field Airport (MEI)
 CO1001
 CO1001.The horizontal coordinates were scaled from a topographic map and have
 CO1001.an estimated accuracy of +/- 6 seconds.
 CO1001
 CO1001.The orthometric height was determined by differential leveling
 CO1001.and adjusted in June 1991.
 CO1001
 CO1001.The geoid height was determined by GEOID03.
 CO1001
 CO1001.The dynamic height is computed by dividing the NAVD 88
 CO1001.geopotential number by the normal gravity value computed on the
 CO1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1001.degrees latitude (g = 980.6199 gals.).
 CO1001
 CO1001.The modeled gravity was interpolated from observed gravity values.
 CO1001
 CO1001;                    North         East    Units  Estimated Accuracy
 CO1001;SPC MS E     -   312,670.      307,350.      MT  (+/- 180 meters Scaled)
 CO1001
 CO1001                          SUPERSEDED SURVEY CONTROL
 CO1001
 CO1001  NGVD 29 (??/??/??)   86.526  (m)          283.88   (f) ADJUSTED    1 1
 CO1001
 CO1001.Superseded values are not recommended for survey control.
 CO1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1001.See file dsdata.txt to determine how the superseded data were derived.
 CO1001
 CO1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA347772(NAD 83)
 CO1001_MARKER: DT = TOPOGRAPHIC STATION DISK
 CO1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1001_SP_SET: CONCRETE POST
 CO1001_STAMPING: AP 1964 STA M
 CO1001_MARK LOGO: CGS   
 CO1001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CO1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1001+STABILITY: SURFACE MOTION
 CO1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1001+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
 CO1001
 CO1001  HISTORY     - Date     Condition        Report By
 CO1001  HISTORY     - 1964     MONUMENTED       CGS
 CO1001  HISTORY     - 19900619 GOOD             MSHD
 CO1001  HISTORY     - 19910630 GOOD             NGS
 CO1001
 CO1001                          STATION DESCRIPTION
 CO1001
 CO1001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1001'MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF MERIDIAN, AT KEY
 CO1001'FIELD AT THE APPROACH TO RUNWAY END 1 AND IS IN SECTION, T 6N, R 15E.
 CO1001'MARK IS A TOPGRAPHIC DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 CO1001'ABOUT 4 INCHES BELOW THE SURFACE, 125 FT (38.1 M) EAST OF THE CENTER
 CO1001'OF THE RUNWAY 1-19, 50 FT (15.2 M) EAST OF THE EAST EDGE OF THE
 CO1001'RUNWAY, 40 FT (12.2 M) EAST OF A REIL LIGHT THAT PROJECTS 2 FOOT,
 CO1001'24.9 FT (7.6 M) SOUTHEAST OF TAXIWAY LIGHT NO 165, 24.5 FT (7.5 M)
 CO1001'SOUTH OF THE SOUTH EDGE OF THE TAXIWAY AND 19 FT (5.8 M) NORTHEAST OF
 CO1001'THE EAST ONE OF FOUR THRESHOLD LIGHTS.
 CO1001
 CO1001                          STATION RECOVERY (1991)
 CO1001
 CO1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CO1001'LOCATED AT KEY FIELD AT THE APPROACH TO RUNWAY END 1, 124.99 FEET
 CO1001'(38.10 M) EAST OF THE CENTERLINE OF RUNWAY END 1,25.1 FEET SOUTH OF
 CO1001'THE SOUTH EDGE OF THE TAXIWAY AND 24.3 FEET (7.4 M) NORTH OF THE
 CO1001'THRESHOLD LIGHTS.  A TOPOGRAPHIC STATION DISK STAMPED AP 1964 STA M IN
 CO1001'TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1501 ***********************************************************************
 DJ1501  SACS        -  This is a Secondary Airport Control Station.
 DJ1501  DESIGNATION -  AP 1971 STA A GTR
 DJ1501  PID         -  DJ1501
 DJ1501  STATE/COUNTY-  MS/LOWNDES
 DJ1501  USGS QUAD   -  BENT OAK (1987)
 DJ1501
 DJ1501                         *CURRENT SURVEY CONTROL
 DJ1501  ___________________________________________________________________
 DJ1501* NAD 83(2007)-  33 27 31.62636(N)    088 35 30.11848(W)     ADJUSTED  
 DJ1501* NAVD 88     -        78.809  (meters)     258.56   (feet)  ADJUSTED  
 DJ1501  ___________________________________________________________________
 DJ1501  EPOCH DATE  -        2002.00
 DJ1501  X           -     130,912.692 (meters)                     COMP
 DJ1501  Y           -  -5,325,024.423 (meters)                     COMP
 DJ1501  Z           -   3,496,549.305 (meters)                     COMP
 DJ1501  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DJ1501  ELLIP HEIGHT-          50.497 (meters)          (02/10/07) ADJUSTED
 DJ1501  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ1501  DYNAMIC HT  -          78.725 (meters)     258.28  (feet)  COMP
 DJ1501
 DJ1501  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1501  Type    PID    Designation                      North   East  Ellip
 DJ1501  -------------------------------------------------------------------
 DJ1501  NETWORK DJ1501 AP 1971 STA A GTR                 0.71   0.65   2.39
 DJ1501  -------------------------------------------------------------------
 DJ1501  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DJ1501
 DJ1501  VERT ORDER  -  SECOND    CLASS 0
 DJ1501
 DJ1501.This mark is at Golden Triangle Regional Airport (GTR)
 DJ1501
 DJ1501.The horizontal coordinates were established by GPS observations
 DJ1501.and adjusted by the National Geodetic Survey in February 2007.
 DJ1501
 DJ1501.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1501.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1501.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1501.The epoch date for horizontal control is a decimal equivalence
 DJ1501.of Year/Month/Day.
 DJ1501
 DJ1501.The orthometric height was determined by differential leveling
 DJ1501.and adjusted in June 1991.
 DJ1501
 DJ1501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1501
 DJ1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1501
 DJ1501.The ellipsoidal height was determined by GPS observations
 DJ1501.and is referenced to NAD 83.
 DJ1501
 DJ1501.The geoid height was determined by GEOID03.
 DJ1501
 DJ1501.The dynamic height is computed by dividing the NAVD 88
 DJ1501.geopotential number by the normal gravity value computed on the
 DJ1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1501.degrees latitude (g = 980.6199 gals.).
 DJ1501
 DJ1501.The modeled gravity was interpolated from observed gravity values.
 DJ1501
 DJ1501;                    North         East     Units Scale Factor Converg.
 DJ1501;SPC MS E     -   438,946.124   322,462.761   MT  0.99995622   +0 07 59.6
 DJ1501;SPC MS E     - 1,440,109.08  1,057,946.58   sFT  0.99995622   +0 07 59.6
 DJ1501;UTM  16      - 3,703,282.778   352,076.843   MT  0.99986977   -0 52 39.8
 DJ1501
 DJ1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1501!SPC MS E     -   0.99999207  x   0.99995622  =   0.99994829
 DJ1501!UTM  16      -   0.99999207  x   0.99986977  =   0.99986184
 DJ1501
 DJ1501                          SUPERSEDED SURVEY CONTROL
 DJ1501
 DJ1501  ELLIP H (04/15/02)   50.461  (m)                       GP(       ) 4 1
 DJ1501  NAD 83(1993)-  33 27 31.62638(N)    088 35 30.11899(W) AD(       ) 1
 DJ1501  ELLIP H (09/20/99)   50.644  (m)                       GP(       ) 4 2
 DJ1501  NAD 83(1993)-  33 27 31.62634(N)    088 35 30.11928(W) AD(       ) 1
 DJ1501  ELLIP H (08/20/99)   50.571  (m)                       GP(       ) 4 1
 DJ1501  NAD 83(1993)-  33 27 31.62638(N)    088 35 30.11882(W) AD(       ) 1
 DJ1501  ELLIP H (05/22/95)   46.556  (m)                       GP(       ) 3 2
 DJ1501  NAVD 88 (08/20/99)   78.81   (m)          258.6    (f) LEVELING    3  
 DJ1501  NGVD 29 (??/??/92)   78.785  (m)          258.48   (f) ADJ UNCH    2 0
 DJ1501
 DJ1501.Superseded values are not recommended for survey control.
 DJ1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1501.See file dsdata.txt to determine how the superseded data were derived.
 DJ1501
 DJ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5207703283(NAD 83)
 DJ1501_MARKER: DT = TOPOGRAPHIC STATION DISK
 DJ1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1501_SP_SET: CONCRETE POST
 DJ1501_STAMPING: AP 1971 STA A GTR
 DJ1501_MARK LOGO: CGS   
 DJ1501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1501+STABILITY: SURFACE MOTION
 DJ1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1501+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1999
 DJ1501
 DJ1501  HISTORY     - Date     Condition        Report By
 DJ1501  HISTORY     - 1971     MONUMENTED       CGS
 DJ1501  HISTORY     - 19910630 GOOD             NGS
 DJ1501  HISTORY     - 19940124 GOOD             NOS
 DJ1501  HISTORY     - 19990806 GOOD             NGS
 DJ1501
 DJ1501                          STATION DESCRIPTION
 DJ1501
 DJ1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DJ1501'STATION IS LOCATED AT THE GOLDEN TRIANGLE AIRPORT AT THE NORTH END OF
 DJ1501'THE FIELD, WEST OF THE WEST EDGE OF RUNWAY 18-36.  IT IS 214.79 FT
 DJ1501'(65.47 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 18, 87.1 FT (26.5
 DJ1501'M) SOUTHWEST OF RUNWAY LIGHT 36, 125.3 FT (38.2 M) WEST OF THE
 DJ1501'CENTERLINE OF RUNWAY 18-36, 50.5 FT (15.4 M) NORTHWEST OF RUNWAY LIGHT
 DJ1501'N 35.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST,
 DJ1501'FLUSH WITH THE GROUND, STAMPED AP 1971 STA A GTR.
 DJ1501
 DJ1501                          STATION RECOVERY (1994)
 DJ1501
 DJ1501'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 DJ1501'THE STATION IS LOCATED AT THE GOLDEN TRIANGLE REGIONAL AIRPORT AT THE
 DJ1501'NORTH END OF THE FIELD WEST OF THE WEST EDGE OF THE RUNWAY 18-36. THE
 DJ1501'MARK IS LOCATED 214.79 FT (65.47 M) SW OF THE CENTERLINE END OF RUNWAY
 DJ1501'18, 87.1 FT (26.5 M) SW OF RUNWAY LIGHT NO.36, 125.3 FT (38.2 M) WEST
 DJ1501'OF THE CENTERLINE OF RUNWAY 18-36, 50.5 FT (15.4 M) NW OF RUNWAY LIGHT
 DJ1501'NO.35.  THE MARK IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 DJ1501'POST FLUSH WITH THE GROUND.
 DJ1501
 DJ1501                          STATION RECOVERY (1999)
 DJ1501
 DJ1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HSK)
 DJ1501'THE STATION IS LOCATED AT THE GOLDEN TRIANGLE REGIONAL AIRPORT (GTR) ,
 DJ1501'AT THE NORTH END OF THE FIELD IN THE GRASS WEST OF APPROACH END RUNWAY
 DJ1501'18.  OWNERSHIP--GOLDEN TRIANGLE REGIONAL AIRPORT AUTHORITY, C/O NICK
 DJ1501'ARDILLO EXECUTIVE DIRECTOR GOLDEN TRIANGLE REGIONAL AIRPORT, 2080
 DJ1501'AIRPORT ROAD, COLUMBUS, MS 39701, PHONE (601) 327-4422.  ENTER THE
 DJ1501'FIELD AT GATE 3 LOCATED EAST OF THE FIRE STATION.  PASS THRU THE GATE
 DJ1501'AND CONTINUE WEST PAST THE FIRE STATION FOR 0.1 MI (0.2 KM) TO THE
 DJ1501'WEST SIDE OF THE GENERAL AVIATION RAMP, TURN RIGHT AND DRIVE NORTH
 DJ1501'ALONG THE WEST EDGE OF THE RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN
 DJ1501'LEFT AND CONTINUE FOR 0.04 MI (0.06 KM) TO THE PARALLEL TAXIWAY E,
 DJ1501'TURN RIGHT AND CONTINUE NORTH FOR 0.3 MI (0.5 KM) TO THE HOLD BAR EAST
 DJ1501'OF THE APPROACH END RUNWAY 18, CROSS THE RUNWAY TO THE GRASS AREA ON
 DJ1501'THE WEST SIDE AND THE STATION ON THE LEFT 214.8 FT (65.5 M) SOUTHWEST
 DJ1501'OF THE CENTERLINE END RUNWAY 18.  THE STATION IS 87.1 FT (26.5 M)
 DJ1501'SOUTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE APPROACH END 18
 DJ1501'(LIGHT NO.  36) , 51.6 FT (15.7 M) NORTHWEST OF THE SECOND RUNWAY
 DJ1501'LIGHT SOUTH OF THE APPROACH END (LIGHT NO.  35) , AND 50.1 FT (15.3 M)
 DJ1501'WEST OF THE RUNWAY EDGE.  THE STATION IS A STANDARD CGS TOPOGRAPHIC
 DJ1501'STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DJ1501'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5346 ***********************************************************************
 AA5346  SACS        -  This is a Secondary Airport Control Station.
 AA5346  DESIGNATION -  AP 1971 STA B GTR
 AA5346  PID         -  AA5346
 AA5346  STATE/COUNTY-  MS/LOWNDES
 AA5346  USGS QUAD   -  BENT OAK (1987)
 AA5346
 AA5346                         *CURRENT SURVEY CONTROL
 AA5346  ___________________________________________________________________
 AA5346* NAD 83(2007)-  33 26 29.06537(N)    088 35 30.75330(W)     ADJUSTED  
 AA5346* NAVD 88     -        77.47   (meters)     254.2    (feet)  LEVELING  
 AA5346  ___________________________________________________________________
 AA5346  EPOCH DATE  -        2002.00
 AA5346  X           -     130,922.383 (meters)                     COMP
 AA5346  Y           -  -5,326,085.787 (meters)                     COMP
 AA5346  Z           -   3,494,940.337 (meters)                     COMP
 AA5346  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA5346  ELLIP HEIGHT-          49.115 (meters)          (02/10/07) ADJUSTED
 AA5346  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AA5346
 AA5346  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5346  Type    PID    Designation                      North   East  Ellip
 AA5346  -------------------------------------------------------------------
 AA5346  NETWORK AA5346 AP 1971 STA B GTR                 0.69   0.61   2.35
 AA5346  -------------------------------------------------------------------
 AA5346  VERT ORDER  -  THIRD ?
 AA5346
 AA5346.This mark is at Golden Triangle Regional Airport (GTR)
 AA5346
 AA5346.The horizontal coordinates were established by GPS observations
 AA5346.and adjusted by the National Geodetic Survey in February 2007.
 AA5346
 AA5346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5346.The horizontal coordinates are valid at the epoch date displayed above.
 AA5346.The epoch date for horizontal control is a decimal equivalence
 AA5346.of Year/Month/Day.
 AA5346
 AA5346.The orthometric height was determined by differential leveling.
 AA5346.The vertical network tie was performed by a horz. field party for horz.
 AA5346.obs reductions. Reset procedures were used to establish the elevation.
 AA5346
 AA5346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5346
 AA5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5346
 AA5346.The ellipsoidal height was determined by GPS observations
 AA5346.and is referenced to NAD 83.
 AA5346
 AA5346.The geoid height was determined by GEOID03.
 AA5346
 AA5346;                    North         East     Units Scale Factor Converg.
 AA5346;SPC MS E     -   437,018.732   322,450.845   MT  0.99995621   +0 07 59.0
 AA5346;SPC MS E     - 1,433,785.62  1,057,907.48   sFT  0.99995621   +0 07 59.0
 AA5346;UTM  16      - 3,701,356.063   352,030.935   MT  0.99986994   -0 52 38.7
 AA5346
 AA5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5346!SPC MS E     -   0.99999229  x   0.99995621  =   0.99994850
 AA5346!UTM  16      -   0.99999229  x   0.99986994  =   0.99986223
 AA5346
 AA5346                          SUPERSEDED SURVEY CONTROL
 AA5346
 AA5346  ELLIP H (06/03/02)   49.079  (m)                       GP(       ) 4 1
 AA5346  ELLIP H (04/15/02)   49.107  (m)                       GP(       ) 4 1
 AA5346  NAD 83(1993)-  33 26 29.06534(N)    088 35 30.75388(W) AD(       ) 1
 AA5346  ELLIP H (09/20/99)   49.258  (m)                       GP(       ) 4 2
 AA5346  NAD 83(1993)-  33 26 29.06537(N)    088 35 30.75354(W) AD(       ) 1
 AA5346  ELLIP H (08/20/99)   49.210  (m)                       GP(       ) 4 1
 AA5346  NAD 83(1993)-  33 26 29.06551(N)    088 35 30.75319(W) AD(       ) 1
 AA5346  ELLIP H (05/22/95)   45.200  (m)                       GP(       ) 3 2
 AA5346  NGVD 29 (05/22/95)   77.39   (m)          253.9    (f) LEVELING    3  
 AA5346
 AA5346.Superseded values are not recommended for survey control.
 AA5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5346.See file dsdata.txt to determine how the superseded data were derived.
 AA5346
 AA5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5203101356(NAD 83)
 AA5346_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5346_SP_SET: CONCRETE POST
 AA5346_STAMPING: AP 1971 STA B GTR
 AA5346_MARK LOGO: CGS   
 AA5346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5346+STABILITY: SURFACE MOTION
 AA5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5346+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1999
 AA5346
 AA5346  HISTORY     - Date     Condition        Report By
 AA5346  HISTORY     - 1971     MONUMENTED       CGS
 AA5346  HISTORY     - 19910630 GOOD             NGS
 AA5346  HISTORY     - 19990806 GOOD             NGS
 AA5346
 AA5346                          STATION DESCRIPTION
 AA5346
 AA5346'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (DLV)
 AA5346'THE STATION IS LOCATED AT THE GOLDEN TRIANGLE REGIONAL AIRPORT AT THE
 AA5346'SOUTH END OF THE FIELD AND WEST OF THE WEST EDGE OF RUNWAY 18-36. THE
 AA5346'MARK IS LOCATED 109.7 FT (33.4 M) SW OF RUNWAY LIGHT NO.1, 43.9 FT
 AA5346'(13.4 M) WNW OF THRESHOLD LIGHT NO.84, AND 127.2 FT (38.8 M) WEST OF
 AA5346'THE CENTERLINE END OF RUNWAY 36.  THE STATION IS SET IN THE TOP OF A
 AA5346'CONCRETE POST FLUSH WITH THE GROUND.
 AA5346
 AA5346                          STATION RECOVERY (1991)
 AA5346
 AA5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5346'STATION IS LOCATED AT THE GOLDEN TRIANGLE AIRPORT AT THE SOUTH END OF
 AA5346'THE FIELD, WEST OF THE WEST EDGE OF RUNWAY 18-36.  IT IS 109.7 FT
 AA5346'(33.4 M) SOUTHWEST OF RUNWAY LIGHT NO 1, 43.9 FT (13.4 M) WNW OF
 AA5346'THRESHOLD LIGHT NO 84 AND 127.2 FT (38.8 M) WEST OF THE CENTERLINE END
 AA5346'OF RUNWAY 36.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE
 AA5346'TOP OF A CONCRETE POST, FLUSH WITH THE GROUND AND STAMPED AP 1971 STA
 AA5346'B GTR.
 AA5346
 AA5346                          STATION RECOVERY (1999)
 AA5346
 AA5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HSK)
 AA5346'THE STATION IS LOCATED AT THE GOLDEN TRIANGLE REGIONAL AIRPORT (GTR) ,
 AA5346'AT THE SOUTH END OF THE FIELD IN THE GRASS WEST OF AND ABEAM APPROACH
 AA5346'END RUNWAY 36.  OWNERSHIP--GOLDEN TRIANGLE REGIONAL AIRPORT AUTHORITY,
 AA5346'C/O NICK ARDILLO EXECUTIVE DIRECTOR GOLDEN TRIANGLE REGIONAL AIRPORT,
 AA5346'2080 AIRPORT ROAD, COLUMBUS, MS 39701, PHONE (601) 327-4422.  ENTER
 AA5346'THE FIELD AT GATE 3 LOCATED EAST OF THE FIRE STATION.  PASS THRU THE
 AA5346'GATE AND CONTINUE WEST PAST THE FIRE STATION FOR 0.1 MI (0.2 KM) TO
 AA5346'THE WEST SIDE OF THE GENERAL AVIATION RAMP AND A TAXIWAY ON THE LEFT,
 AA5346'TURN LEFT AND CONTINUE SOUTH FOR 0.15 MI (0.24 KM) ACROSS THE MAIN
 AA5346'TERMINAL RAMP TO A TAXIWAY ON THE RIGHT, TURN RIGHT FOR 0.04 MI (0.06
 AA5346'KM) TO THE PARALLEL TAXIWAY E, TURN LEFT AND CONTINUE SOUTH FOR 0.65
 AA5346'MI (1.05 KM) TO THE HOLD BAR EAST OF THE APPROACH END RUNWAY 36.
 AA5346'CROSS THE RUNWAY TO THE GRASS AREA ON THE WEST SIDE, AND THE STATION
 AA5346'52.0 FT (15.8 M) WEST OF THE RUNWAY EDGE AND ABEAM THE APPROACH END
 AA5346'RUNWAY 36.  THE STATION IS 43.9 FT (13.4 M) WEST OF THE WESTERN
 AA5346'THRESHOLD LIGHT (LIGHT NO.  84) , AND 109.8 FT (33.5 M) SOUTHWEST OF
 AA5346'THE FIRST RUNWAY LIGHT NORTH OF THE APPROACH END 36 (LIGHT NO.  1) .
 AA5346'THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN THE TOP
 AA5346'OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS STATION IS DESIGNATED
 AA5346'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0602 ***********************************************************************
 CP0602  DESIGNATION -  AP STA A
 CP0602  PID         -  CP0602
 CP0602  STATE/COUNTY-  MS/WARREN
 CP0602  USGS QUAD   -  YOKENA (1973)
 CP0602
 CP0602                         *CURRENT SURVEY CONTROL
 CP0602  ___________________________________________________________________
 CP0602* NAD 83(1986)-  32 14 43.     (N)    090 55 37.     (W)     SCALED    
 CP0602* NAVD 88     -        32.08   (+/-2cm)     105.2    (feet)  VERTCON   
 CP0602  ___________________________________________________________________
 CP0602  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0602
 CP0602.This mark is at Vicksburg Municipal Airport (VKS)
 CP0602
 CP0602.The horizontal coordinates were scaled from a topographic map and have
 CP0602.an estimated accuracy of +/- 6 seconds.
 CP0602
 CP0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0602.The vertical order pertains to the NGVD 29 superseded value.
 CP0602
 CP0602.The geoid height was determined by GEOID03.
 CP0602
 CP0602;                    North         East    Units  Estimated Accuracy
 CP0602;SPC MS W     -   304,500.      644,060.      MT  (+/- 180 meters Scaled)
 CP0602
 CP0602                          SUPERSEDED SURVEY CONTROL
 CP0602
 CP0602  NGVD 29 (??/??/92)   32.103  (m)          105.32   (f) ADJ UNCH    2 0
 CP0602
 CP0602.Superseded values are not recommended for survey control.
 CP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0602.See file dsdata.txt to determine how the superseded data were derived.
 CP0602
 CP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR953695(NAD 83)
 CP0602_MARKER: DT = TOPOGRAPHIC STATION DISK
 CP0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0602_STAMPING: AP 1960 STA. A
 CP0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0602+STABILITY: SURFACE MOTION
 CP0602
 CP0602  HISTORY     - Date     Condition        Report By
 CP0602  HISTORY     - 1960     MONUMENTED       CGS
 CP0602  HISTORY     - 1971     GOOD             MSHD
 CP0602
 CP0602                          STATION DESCRIPTION
 CP0602
 CP0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 CP0602'7.75 MI SW FROM VICKSBURG.
 CP0602'THE MARK IS LOCATED 0.5 MILE NORTHWEST OF THE AIRPORT TERMINAL AT THE
 CP0602'NORTHWEST CORNER OF THE NORTH END OF A NORTH-SOUTH RUNWAY,
 CP0602'APPROXIMATELY 7.75 MILES SOUTHWEST OF VICKSBURG, 0.25 MILE WEST OF
 CP0602'HIGHWAY 61 IN THE NORTHWEST 1/4 OF SECTION 30, T 15N, R 3E.  IT IS 50
 CP0602'FEET WEST OF THE CENTER OF THE RUNWAY, 9.5 FEET SOUTH OF THE CENTER
 CP0602'ONE OF THE WEST THRESHOLD LIGHTS AND 5.5 FEET SOUTHWEST OF THE
 CP0602'EXTENDED CENTER LINE OF THE TAXI STRIP.  IT IS SET IN THE TOP OF AN
 CP0602'11-INCH SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  TO REACH
 CP0602'THE MARK FROM THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND
 CP0602'MONROE STREETS IN VICKSBURG, GO WEST ON CRAWFORD STREET FOR 0.1 MILE
 CP0602'TO THE INTERSECTION OF WASHINGTON STREET.  TURN LEFT (SOUTHWEST) AND
 CP0602'CONTINUE ON WASHINGTON STREET FOR 2.3 MILES TO U.S. HIGHWAY 80 BYPASS
 CP0602'ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO
 CP0602'THE U.S. HIGHWAY 80 MISSISSIPPI RIVER BRIDGE ON THE RIGHT.  CONTINUE
 CP0602'SOUTHWEST ON U.S. HIGHWAY 61 FOR 5.4 MILES TO THE ENTRANCE TO THE
 CP0602'AIRPORT.  TURN RIGHT (WEST) AND CONTINUE ON THE BLACK TOP ROAD FOR 0.1
 CP0602'MILE TO A NARROW SIDE ROAD RIGHT JUST BEFORE REACHING THE PARKING AREA
 CP0602'FOR THE TERMINAL.  TURN RIGHT (NORTH) AND FOLLOWING THE NARROW BLACK
 CP0602'TOP ROAD ON AND AROUND IN FRONT OF A HANGER FOR 0.15 MILE TO A T
 CP0602'INTERSECTION WITH A TAXI STRIP TURN RIGHT (NORTHEAST) AND FOLLOW THE
 CP0602'TAXI STRIP ON AND AROUND FOR 0.4 MILE TO A RUNWAY AND THE MARK AS
 CP0602'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2093 ***********************************************************************
 EG2093  SACS        -  This is a Secondary Airport Control Station.
 EG2093  DESIGNATION -  AP STA A2 TUP
 EG2093  PID         -  EG2093
 EG2093  STATE/COUNTY-  MS/LEE
 EG2093  USGS QUAD   -  SHERMAN (1980)
 EG2093
 EG2093                         *CURRENT SURVEY CONTROL
 EG2093  ___________________________________________________________________
 EG2093* NAD 83(2007)-  34 15 48.81375(N)    088 45 40.13925(W)     ADJUSTED  
 EG2093* NAVD 88     -       109.72   (+/-2cm)     360.0    (feet)  VERTCON   
 EG2093  ___________________________________________________________________
 EG2093  EPOCH DATE  -        2002.00
 EG2093  X           -     114,088.806 (meters)                     COMP
 EG2093  Y           -  -5,275,688.949 (meters)                     COMP
 EG2093  Z           -   3,570,692.275 (meters)                     COMP
 EG2093  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 EG2093  ELLIP HEIGHT-          82.178 (meters)          (02/10/07) ADJUSTED
 EG2093  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG2093
 EG2093  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG2093  Type    PID    Designation                      North   East  Ellip
 EG2093  -------------------------------------------------------------------
 EG2093  NETWORK EG2093 AP STA A2 TUP                     0.59   0.57   1.08
 EG2093  -------------------------------------------------------------------
 EG2093  VERT ORDER  -  THIRD ? (See Below)
 EG2093
 EG2093.This mark is at C D Lemons Municipal Airport (TUP)
 EG2093
 EG2093.The horizontal coordinates were established by GPS observations
 EG2093.and adjusted by the National Geodetic Survey in February 2007.
 EG2093
 EG2093.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG2093.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG2093.The horizontal coordinates are valid at the epoch date displayed above.
 EG2093.The epoch date for horizontal control is a decimal equivalence
 EG2093.of Year/Month/Day.
 EG2093
 EG2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2093
 EG2093.GPS derived orthometric heights for airport stations designated as
 EG2093.PACS or SACS are published to 2 decimal places.  This maintains
 EG2093.centimeter relative accuracy between the PACS and SACS.  It does
 EG2093.not indicate centimeter accuracy relative to other marks which are
 EG2093.part of the NAVD 88 network.
 EG2093.The vertical order pertains to the NGVD 29 superseded value.
 EG2093
 EG2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2093
 EG2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2093
 EG2093.The ellipsoidal height was determined by GPS observations
 EG2093.and is referenced to NAD 83.
 EG2093
 EG2093.The geoid height was determined by GEOID03.
 EG2093
 EG2093;                    North         East     Units Scale Factor Converg.
 EG2093;SPC MS E     -   528,183.376   306,647.663   MT  0.99995054   +0 02 26.3
 EG2093;SPC MS E     - 1,732,881.63  1,006,059.87   sFT  0.99995054   +0 02 26.3
 EG2093;UTM  16      - 3,792,782.794   337,856.227   MT  0.99992408   -0 59 30.3
 EG2093
 EG2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2093!SPC MS E     -   0.99998710  x   0.99995054  =   0.99993764
 EG2093!UTM  16      -   0.99998710  x   0.99992408  =   0.99991118
 EG2093
 EG2093                          SUPERSEDED SURVEY CONTROL
 EG2093
 EG2093  ELLIP H (04/15/02)   82.182  (m)                       GP(       ) 4 1
 EG2093  NAD 83(1993)-  34 15 48.81423(N)    088 45 40.13842(W) AD(       ) 1
 EG2093  ELLIP H (07/15/94)   82.187  (m)                       GP(       ) 3 2
 EG2093  NGVD 29 (07/15/94)  109.68   (m)          359.8    (f) LEVELING    3  
 EG2093
 EG2093.Superseded values are not recommended for survey control.
 EG2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2093.See file dsdata.txt to determine how the superseded data were derived.
 EG2093
 EG2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3785692783(NAD 83)
 EG2093_MARKER: DT = TOPOGRAPHIC STATION DISK
 EG2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2093_SP_SET: CONCRETE POST
 EG2093_STAMPING: AP 1965 STA A2
 EG2093_MARK LOGO: CGS   
 EG2093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2093+STABILITY: SURFACE MOTION
 EG2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2093+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1994
 EG2093
 EG2093  HISTORY     - Date     Condition        Report By
 EG2093  HISTORY     - 1965     MONUMENTED       CGS
 EG2093  HISTORY     - 19940118 GOOD
 EG2093  HISTORY     - 19940630 GOOD             NGS
 EG2093
 EG2093                          STATION DESCRIPTION
 EG2093
 EG2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EG2093'THE STATION IS LOCATED ON THE WEST SIDE OF TUPELO AIRPORT AT THE
 EG2093'TUPELO MUNICIPAL-CD LEMONS AIRPORT ON THE SOUTHEAST SIDE OF THE
 EG2093'AIRFIELD JUST NORTHWEST OF THE APPROACH END OF OLD RUNWAY 22.
 EG2093'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 6 AND STATE HWY
 EG2093'145 (GLOSTER STREET) IN CENTRAL TUPELO, GO NORTH ON GLOSTER STREET
 EG2093'(HWY 145) FOR 0.5 MI (0.8 KM) TO A CROSSROADS AT JACKSON STREET, TURN
 EG2093'LEFT ON JACKSON STREET AND PROCEED WEST 2.8 MI (4.5 KM) TO THE
 EG2093'AIRPORT ENTRANCE.  FROM THIS POINT CONTACT THE AIRPORT MANAGER FOR
 EG2093'FIELD ACCESS AND SECURITY PROCEEDURES.  ACCESS WAS BEST HAD THROUGH
 EG2093'GATE 18 (TUPELO AREO FBO). AFTER PASSING THROUGH THE GATE, PROCEED
 EG2093'EAST AND SOUTH ON THE RAMP TO THE OLD RUNWAY 4-22, TURN LEFT AND
 EG2093'PROCEED NORTHEAST ON THE OLD RUNWAY TO THE END OF THE PAVEMENT AND
 EG2093'STATION IN THE GRASS TO THE NW.
 EG2093'THE STATION MARK IS A CENTERPUNCHED TOPO STATION BROONZE DISK STAMPED
 EG2093'---AP 1965 STA A2--- SET IN A ROUND CONCRETE MONUMENT ABOUT 3 CM
 EG2093'BELOW GROUND LEVEL. IT IS, ON RANGE WITH THE END OF THE PAVEMENT ON A
 EG2093'LINE PROJECTED 30.48 M (100.00 FT) NORTHWEST OF THE NORTHERN CORNER
 EG2093'OF THE OLD RUNWAY PAVEMENT.
 EG2093
 EG2093                          STATION RECOVERY (1994)
 EG2093
 EG2093'RECOVERED 1994
 EG2093'RECOVERED IN GOOD CONDITION.
 EG2093
 EG2093                          STATION RECOVERY (1994)
 EG2093
 EG2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EG2093'THIS STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE AIRPORT NEAR
 EG2093'THE NORTHEAST END OF OLD RUNWAY 4-22.  THE STATION IS 100 FEET (30.5
 EG2093'M) NORTHWEST OF THE NORTH CORNER OF THE OLD RUNWAY PAVEMENT,
 EG2093'PERPENDICULAR TO THE NORTHWEST EDGE OF THE PAVEMENT.  IT IS 199.94
 EG2093'FEET (60.94 M) NORTHWEST OF AP 1960 STA A.  THE STATION IS A STANDARD
 EG2093'TOPOGRAPHIC DISK STAMPED AP 1965 STA A2 AND SET IN THE TOP OF A
 EG2093'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2094 ***********************************************************************
 EG2094  SACS        -  This is a Secondary Airport Control Station.
 EG2094  DESIGNATION -  AP STA B2 TUP
 EG2094  PID         -  EG2094
 EG2094  STATE/COUNTY-  MS/LEE
 EG2094  USGS QUAD   -  SHERMAN (1980)
 EG2094
 EG2094                         *CURRENT SURVEY CONTROL
 EG2094  ___________________________________________________________________
 EG2094* NAD 83(2007)-  34 15 21.34669(N)    088 46 17.77505(W)     ADJUSTED  
 EG2094* NAVD 88     -       102.95   (+/-2cm)     337.8    (feet)  VERTCON   
 EG2094  ___________________________________________________________________
 EG2094  EPOCH DATE  -        2002.00
 EG2094  X           -     113,136.277 (meters)                     COMP
 EG2094  Y           -  -5,276,180.406 (meters)                     COMP
 EG2094  Z           -   3,569,988.942 (meters)                     COMP
 EG2094  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EG2094  ELLIP HEIGHT-          75.383 (meters)          (02/10/07) ADJUSTED
 EG2094  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG2094
 EG2094  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG2094  Type    PID    Designation                      North   East  Ellip
 EG2094  -------------------------------------------------------------------
 EG2094  NETWORK EG2094 AP STA B2 TUP                     0.63   0.57   1.18
 EG2094  -------------------------------------------------------------------
 EG2094  VERT ORDER  -  THIRD ? (See Below)
 EG2094
 EG2094.This mark is at C D Lemons Municipal Airport (TUP)
 EG2094
 EG2094.The horizontal coordinates were established by GPS observations
 EG2094.and adjusted by the National Geodetic Survey in February 2007.
 EG2094
 EG2094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG2094.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG2094.The horizontal coordinates are valid at the epoch date displayed above.
 EG2094.The epoch date for horizontal control is a decimal equivalence
 EG2094.of Year/Month/Day.
 EG2094
 EG2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2094
 EG2094.GPS derived orthometric heights for airport stations designated as
 EG2094.PACS or SACS are published to 2 decimal places.  This maintains
 EG2094.centimeter relative accuracy between the PACS and SACS.  It does
 EG2094.not indicate centimeter accuracy relative to other marks which are
 EG2094.part of the NAVD 88 network.
 EG2094.The vertical order pertains to the NGVD 29 superseded value.
 EG2094
 EG2094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2094
 EG2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2094
 EG2094.The ellipsoidal height was determined by GPS observations
 EG2094.and is referenced to NAD 83.
 EG2094
 EG2094.The geoid height was determined by GEOID03.
 EG2094
 EG2094;                    North         East     Units Scale Factor Converg.
 EG2094;SPC MS E     -   527,336.440   305,685.391   MT  0.99995040   +0 02 05.1
 EG2094;SPC MS E     - 1,730,102.97  1,002,902.82   sFT  0.99995040   +0 02 05.1
 EG2094;UTM  16      - 3,791,953.352   336,878.877   MT  0.99992800   -0 59 50.8
 EG2094
 EG2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2094!SPC MS E     -   0.99998817  x   0.99995040  =   0.99993857
 EG2094!UTM  16      -   0.99998817  x   0.99992800  =   0.99991617
 EG2094
 EG2094                          SUPERSEDED SURVEY CONTROL
 EG2094
 EG2094  ELLIP H (04/15/02)   75.386  (m)                       GP(       ) 4 1
 EG2094  NAD 83(1993)-  34 15 21.34718(N)    088 46 17.77423(W) AD(       ) 1
 EG2094  ELLIP H (07/15/94)   75.391  (m)                       GP(       ) 3 2
 EG2094  NGVD 29 (07/15/94)  102.91   (m)          337.6    (f) LEVELING    3  
 EG2094
 EG2094.Superseded values are not recommended for survey control.
 EG2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2094.See file dsdata.txt to determine how the superseded data were derived.
 EG2094
 EG2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3687991953(NAD 83)
 EG2094_MARKER: DT = TOPOGRAPHIC STATION DISK
 EG2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2094_SP_SET: CONCRETE POST
 EG2094_STAMPING: AP 1965 STA B2
 EG2094_MARK LOGO: CGS   
 EG2094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2094+STABILITY: SURFACE MOTION
 EG2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2094+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1994
 EG2094
 EG2094  HISTORY     - Date     Condition        Report By
 EG2094  HISTORY     - 1965     MONUMENTED       CGS
 EG2094  HISTORY     - 19940118 GOOD
 EG2094  HISTORY     - 19940630 GOOD             NGS
 EG2094
 EG2094                          STATION DESCRIPTION
 EG2094
 EG2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EG2094'THE STATION IS LOCATED ON THE WEST SIDE OF TUPELO AT THE TUPELO
 EG2094'MUNICIPAL-CD LEMONS AIRPORT ON THE SOUTH SIDE OF THE AIRFIELD JUST
 EG2094'NORTHWEST OF THE APPROACH END OF OLD RUNWAY 4.
 EG2094'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 6 AND STATE HWY
 EG2094'145 (GLOSTER STREET) IN CENTRAL TUPELO, GO NORTH ON STATE HWY 145
 EG2094'(GLOSTER STREET) FOR 0.5 MI (0.8 KM) TO A CROSSROADS AT JACKSON
 EG2094'STREET, TURN LEFT ON JACKSON STREET AND PROCEED WEST FOR 2.8 MI
 EG2094'(4.5 KM) TO THE AIRPORT ENTRANCE.  FROM THIS POINT CONTACT THE
 EG2094'AIRPORT MANAGER FOR FIELD ACCESS AND SECURITY PROCEEDURES.  ACCESS
 EG2094'WAS BEST HAD THROUGH GARE 18 (TUPELO AREO FBO).  AFTER PASSING
 EG2094'THROUGH THE GATE, PROCEED EAST AND SOUTH ON THE RAMP TO THE OLD
 EG2094'RUNWAY 4-22, TURN RIGHT AND PROCEED SOUTHWEST ON THE OLD RUNWAY TO
 EG2094'THE END OF THE PAVEMENT AND STATION IN THE GRASS TO THE NORTHWEST.
 EG2094'THE STATION MARK IS A CENTERPUNCHED TOPO STATION BRONZE DISK STAMPED
 EG2094'---AP 1965 STA B2--- SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 EG2094'GROUND LEVEL. IT IS, ON RANGE WITH THE END OF THE PAVEMENT ON A LINE
 EG2094'PROJECTED 30.48 M (100.00 FT) NORTHWEST OF THE WESTERNMOST CORNER OF
 EG2094'THE OLD RUNWAY PAVEMENT.
 EG2094
 EG2094                          STATION RECOVERY (1994)
 EG2094
 EG2094'RECOVERED 1994
 EG2094'RECOVERED IN GOOD CONDITION.
 EG2094
 EG2094                          STATION RECOVERY (1994)
 EG2094
 EG2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EG2094'THIS STATION IS LOCATED IN THE SOUTHERN PART OF THE AIRPORT NEAR THE
 EG2094'SOUTHWEST END OF OLD RUNWAY 4-22.  THE STATION IS 100 FEET (30.5 M)
 EG2094'NORTHWEST OF THE WEST CORNER OF THE OLD RUNWAY PAVEMENT, PERPENDICULAR
 EG2094'TO THE NORTHWEST EDGE OF THE PAVEMENT.  IT IS 200.9 FEET (61.2 M)
 EG2094'NORTHWEST OF AP 1960 STA B, 92.3 FEET (28.1 M) NORTHWEST OF THE
 EG2094'WESTERNMOST TAXIWAY LIGHT AT THE SOUTHWEST END OF THE PAVEMENT AND
 EG2094'209.2 FEET (63.8 M) SOUTHWEST OF THE FIRST TAXIWAY LIGHT ALONG THE
 EG2094'NORTHWEST EDGE OF THE TAXIWAY.  THE STAITON IS A STANDARD TOPOGRAPHIC
 EG2094'DISK STAMPED AP 1965 STA B2 AND SET IN THE TOP OF A CONCRETE POST
 EG2094'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7809 ***********************************************************************
 AJ7809  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7809  DESIGNATION -  APHRODITE
 AJ7809  PID         -  AJ7809
 AJ7809  STATE/COUNTY-  MS/COPIAH
 AJ7809  USGS QUAD   -  GEORGETOWN (1971)
 AJ7809
 AJ7809                         *CURRENT SURVEY CONTROL
 AJ7809  ___________________________________________________________________
 AJ7809* NAD 83(2007)-  31 52 09.48884(N)    090 09 56.72996(W)     ADJUSTED  
 AJ7809* NAVD 88     -        72.1    (meters)     237.     (feet)  GPS OBS   
 AJ7809  ___________________________________________________________________
 AJ7809  EPOCH DATE  -        2002.00
 AJ7809  X           -     -15,685.293 (meters)                     COMP
 AJ7809  Y           -  -5,421,740.455 (meters)                     COMP
 AJ7809  Z           -   3,348,156.672 (meters)                     COMP
 AJ7809  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AJ7809  ELLIP HEIGHT-          46.043 (meters)          (02/10/07) ADJUSTED
 AJ7809  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AJ7809
 AJ7809  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7809  Type    PID    Designation                      North   East  Ellip
 AJ7809  -------------------------------------------------------------------
 AJ7809  NETWORK AJ7809 APHRODITE                         0.84   0.96   3.45
 AJ7809  -------------------------------------------------------------------
 AJ7809
 AJ7809.The horizontal coordinates were established by GPS observations
 AJ7809.and adjusted by the National Geodetic Survey in February 2007.
 AJ7809
 AJ7809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7809.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7809.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7809.The epoch date for horizontal control is a decimal equivalence
 AJ7809.of Year/Month/Day.
 AJ7809
 AJ7809.The orthometric height was determined by GPS observations and a
 AJ7809.high-resolution geoid model.
 AJ7809
 AJ7809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7809
 AJ7809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7809
 AJ7809.The ellipsoidal height was determined by GPS observations
 AJ7809.and is referenced to NAD 83.
 AJ7809
 AJ7809.The geoid height was determined by GEOID03.
 AJ7809
 AJ7809;                    North         East     Units Scale Factor Converg.
 AJ7809;SPC MS W     -   262,669.783   715,856.327   MT  0.99995310   +0 05 18.5
 AJ7809;SPC MS W     -   861,775.78  2,348,605.30   sFT  0.99995310   +0 05 18.5
 AJ7809;UTM  15      - 3,529,452.327   768,137.074   MT  1.00048680   +1 29 50.4
 AJ7809
 AJ7809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7809!SPC MS W     -   0.99999277  x   0.99995310  =   0.99994587
 AJ7809!UTM  15      -   0.99999277  x   1.00048680  =   1.00047957
 AJ7809
 AJ7809                          SUPERSEDED SURVEY CONTROL
 AJ7809
 AJ7809  ELLIP H (04/15/02)   46.041  (m)                       GP(       ) 4 2
 AJ7809  NAD 83(1993)-  31 52 09.48866(N)    090 09 56.72957(W) AD(       ) B
 AJ7809  ELLIP H (02/15/02)   46.039  (m)                       GP(       ) 4 1
 AJ7809
 AJ7809.Superseded values are not recommended for survey control.
 AJ7809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7809.See file dsdata.txt to determine how the superseded data were derived.
 AJ7809
 AJ7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6813729452(NAD 83)
 AJ7809_MARKER: DD = SURVEY DISK
 AJ7809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7809_STAMPING: APHRODITE 2000
 AJ7809_MARK LOGO: NGS   
 AJ7809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7809+STABILITY: SURFACE MOTION
 AJ7809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7809+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7809
 AJ7809  HISTORY     - Date     Condition        Report By
 AJ7809  HISTORY     - 2000     MONUMENTED       MSHD
 AJ7809
 AJ7809                          STATION DESCRIPTION
 AJ7809
 AJ7809'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 AJ7809'THE STATION IS LOCATED IN GEORGETOWN, MS, IN FAR EASTERN COPIAH
 AJ7809'COUNTY.  THE STATION MARK IS A DISK SET IN THE TOP OF A CONCRETE
 AJ7809'MONUMENT FLUSH WITH THE GROUND.  IT IS IN THE FRONT YARD OF THE POST
 AJ7809'OFFICE, NEAR THE HIGHWAY RIGHT OF WAY.  THE MARK IS 74 FT (22.6 M)
 AJ7809'EAST OF THE CENTERLINE OF ROUTE 27, 51 FT (15.5 M) SOUTH OF THE
 AJ7809'CENTERLINE OF BROAD ST., 91.5 FT (27.9 M) NORTHWEST OF THE NW CORNER
 AJ7809'OF THE POST OFFICE, 97 FT (29.6 M) DUE WEST OF THE FLAG POLE, 13 FT
 AJ7809'(4.0 M) WEST OF THE CONCRETE CURB, 28.4 FT (8.7 M) SSE OF A POWER
 AJ7809'POLE, AND 15.6 FT (4.8 M) ESE OF A TELEPHONE PEDISTAL.  TO REACH THE
 AJ7809'STATION FROM THE INTERSECTION OF ROUTES 27 AND 28 ON THE NORTHWEST
 AJ7809'SIDE OF GEORGETOWN, DRIVE SOUTH A SHORT DISTANCE ON ROUTE 27 TO BROAD
 AJ7809'STREET, THE POST OFFICE, AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1231 ***********************************************************************
 EG1231  DESIGNATION -  APL V 1
 EG1231  PID         -  EG1231
 EG1231  STATE/COUNTY-  MS/PONTOTOC
 EG1231  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1231
 EG1231                         *CURRENT SURVEY CONTROL
 EG1231  ___________________________________________________________________
 EG1231* NAD 83(1986)-  34 15 02.     (N)    089 00 06.     (W)     SCALED    
 EG1231* NAVD 88     -       151.191  (meters)     496.03   (feet)  ADJUSTED  
 EG1231  ___________________________________________________________________
 EG1231  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1231  DYNAMIC HT  -         151.040 (meters)     495.54  (feet)  COMP
 EG1231  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 EG1231
 EG1231  VERT ORDER  -  SECOND    CLASS 0
 EG1231
 EG1231.The horizontal coordinates were scaled from a topographic map and have
 EG1231.an estimated accuracy of +/- 6 seconds.
 EG1231
 EG1231.The orthometric height was determined by differential leveling
 EG1231.and adjusted in June 1991.
 EG1231
 EG1231.The geoid height was determined by GEOID03.
 EG1231
 EG1231.The dynamic height is computed by dividing the NAVD 88
 EG1231.geopotential number by the normal gravity value computed on the
 EG1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1231.degrees latitude (g = 980.6199 gals.).
 EG1231
 EG1231.The modeled gravity was interpolated from observed gravity values.
 EG1231
 EG1231;                    North         East    Units  Estimated Accuracy
 EG1231;SPC MS E     -   526,750.      284,500.      MT  (+/- 180 meters Scaled)
 EG1231
 EG1231                          SUPERSEDED SURVEY CONTROL
 EG1231
 EG1231  NGVD 29 (??/??/92)  151.133  (m)          495.84   (f) ADJ UNCH    2 0
 EG1231
 EG1231.Superseded values are not recommended for survey control.
 EG1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1231.See file dsdata.txt to determine how the superseded data were derived.
 EG1231
 EG1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC156917(NAD 83)
 EG1231_MARKER: DR = REFERENCE MARK DISK
 EG1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1231_SP_SET: CONCRETE POST
 EG1231_STAMPING: APL V 1 1977
 EG1231_MARK LOGO: MSHD  
 EG1231_PROJECTION: PROJECTING 3 CENTIMETERS
 EG1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1231+STABILITY: SURFACE MOTION
 EG1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1231+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1984
 EG1231
 EG1231  HISTORY     - Date     Condition        Report By
 EG1231  HISTORY     - 1977     MONUMENTED       MSHD
 EG1231  HISTORY     - 19840807 GOOD             MSHD
 EG1231
 EG1231                          STATION DESCRIPTION
 EG1231
 EG1231'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1231'0.4 MI NORTH FROM PONTOTOC.
 EG1231'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1231'FOR 0.4 MILE TO STATE HIGHWAY 6, TURN RIGHT AND GO EAST FOR 0.05 MILE
 EG1231'TO THE MARK ON THE RIGHT. THE MARK IS LOCATED 0.4 MILE NORTH OF
 EG1231'DOWNTOWN PONTOTOC ON SCHOOL PROPERTY IN SECTION 33, T 9S, R 3E AND AT
 EG1231'THE NORTHWEST CORNER OF A TENNIS COURT. IT IS 115 FEET NORTH OF THE
 EG1231'NORTHEAST CORNER OF A STONE AND BRICK LIBRARY BUILDING, 47 FEET SOUTH
 EG1231'OF THE CENTER OF STATE HIGHWAY 6, 30.5 FEET SOUTHEAST OF A POWERPOLE
 EG1231'WITH A LAMP, 2 FEET NORTHEAST OF A CYCLONE FENCE CORNER, 1 FOOT SOUTH
 EG1231'OF A METAL WITNESS SIGNPOST AND PROJECTS 1 INCH.
 EG1231
 EG1231                          STATION RECOVERY (1984)
 EG1231
 EG1231'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1250 ***********************************************************************
 EG1250  DESIGNATION -  APL V 10 MSHD
 EG1250  PID         -  EG1250
 EG1250  STATE/COUNTY-  MS/PONTOTOC
 EG1250  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1250
 EG1250                         *CURRENT SURVEY CONTROL
 EG1250  ___________________________________________________________________
 EG1250* NAD 83(1986)-  34 18 05.     (N)    088 58 21.     (W)     SCALED    
 EG1250* NAVD 88     -       159.781  (meters)     524.21   (feet)  ADJUSTED  
 EG1250  ___________________________________________________________________
 EG1250  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG1250  DYNAMIC HT  -         159.623 (meters)     523.70  (feet)  COMP
 EG1250  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 EG1250
 EG1250  VERT ORDER  -  SECOND    CLASS 0
 EG1250
 EG1250.The horizontal coordinates were scaled from a topographic map and have
 EG1250.an estimated accuracy of +/- 6 seconds.
 EG1250
 EG1250.The orthometric height was determined by differential leveling
 EG1250.and adjusted in June 1991.
 EG1250
 EG1250.The geoid height was determined by GEOID03.
 EG1250
 EG1250.The dynamic height is computed by dividing the NAVD 88
 EG1250.geopotential number by the normal gravity value computed on the
 EG1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1250.degrees latitude (g = 980.6199 gals.).
 EG1250
 EG1250.The modeled gravity was interpolated from observed gravity values.
 EG1250
 EG1250;                    North         East    Units  Estimated Accuracy
 EG1250;SPC MS E     -   532,390.      287,190.      MT  (+/- 180 meters Scaled)
 EG1250
 EG1250                          SUPERSEDED SURVEY CONTROL
 EG1250
 EG1250  NGVD 29 (??/??/92)  159.728  (m)          524.04   (f) ADJ UNCH    2 0
 EG1250
 EG1250.Superseded values are not recommended for survey control.
 EG1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1250.See file dsdata.txt to determine how the superseded data were derived.
 EG1250
 EG1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC184973(NAD 83)
 EG1250_MARKER: DB = BENCH MARK DISK
 EG1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1250_SP_SET: CONCRETE POST
 EG1250_STAMPING: APL V 10 1977
 EG1250_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1250+STABILITY: SURFACE MOTION
 EG1250
 EG1250  HISTORY     - Date     Condition        Report By
 EG1250  HISTORY     - 1977     MONUMENTED       MSHD
 EG1250
 EG1250                          STATION DESCRIPTION
 EG1250
 EG1250'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1250'4.0 MI NE FROM PONTOTOC.
 EG1250'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1250'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1250'FOR 4.0 MILES TO A GRAVEL DRIVE AND THE MARK ON THE LEFT. THE MARK IS
 EG1250'LOCATED ABOUT 4 MILES NORTHEAST OF DOWNTOWN PONTOTOC, IN SECTION 15,
 EG1250'T 9S, R 3E AND ON STATE HIGHWAY 9 RIGHT OF WAY. IT IS 57 FEET WEST OF
 EG1250'THE CENTER OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER OF THE DRIVE,
 EG1250'2 FEET EAST OF A FENCE, 4 FEET WEST OF POWERLINE POLE 95, 2 FEET WEST
 EG1250'OF A METAL WITNESS SIGNPOST, PROJECTS 2 INCHES, IS A DISK SET IN THE
 EG1250'TOP OF A 12 INCH ROUND CONCRET POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1251 ***********************************************************************
 EG1251  DESIGNATION -  APL V 11 MSHD
 EG1251  PID         -  EG1251
 EG1251  STATE/COUNTY-  MS/PONTOTOC
 EG1251  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1251
 EG1251                         *CURRENT SURVEY CONTROL
 EG1251  ___________________________________________________________________
 EG1251* NAD 83(1986)-  34 18 40.     (N)    088 57 52.     (W)     SCALED    
 EG1251* NAVD 88     -       163.585  (meters)     536.70   (feet)  ADJUSTED  
 EG1251  ___________________________________________________________________
 EG1251  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG1251  DYNAMIC HT  -         163.424 (meters)     536.17  (feet)  COMP
 EG1251  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 EG1251
 EG1251  VERT ORDER  -  SECOND    CLASS 0
 EG1251
 EG1251.The horizontal coordinates were scaled from a topographic map and have
 EG1251.an estimated accuracy of +/- 6 seconds.
 EG1251
 EG1251.The orthometric height was determined by differential leveling
 EG1251.and adjusted in June 1991.
 EG1251
 EG1251.The geoid height was determined by GEOID03.
 EG1251
 EG1251.The dynamic height is computed by dividing the NAVD 88
 EG1251.geopotential number by the normal gravity value computed on the
 EG1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1251.degrees latitude (g = 980.6199 gals.).
 EG1251
 EG1251.The modeled gravity was interpolated from observed gravity values.
 EG1251
 EG1251;                    North         East    Units  Estimated Accuracy
 EG1251;SPC MS E     -   533,460.      287,930.      MT  (+/- 180 meters Scaled)
 EG1251
 EG1251                          SUPERSEDED SURVEY CONTROL
 EG1251
 EG1251  NGVD 29 (??/??/92)  163.532  (m)          536.52   (f) ADJ UNCH    2 0
 EG1251
 EG1251.Superseded values are not recommended for survey control.
 EG1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1251.See file dsdata.txt to determine how the superseded data were derived.
 EG1251
 EG1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC192983(NAD 83)
 EG1251_MARKER: DB = BENCH MARK DISK
 EG1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1251_SP_SET: CONCRETE POST
 EG1251_STAMPING: APL V 11 1977
 EG1251_PROJECTION: FLUSH
 EG1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1251+STABILITY: SURFACE MOTION
 EG1251
 EG1251  HISTORY     - Date     Condition        Report By
 EG1251  HISTORY     - 1977     MONUMENTED       MSHD
 EG1251
 EG1251                          STATION DESCRIPTION
 EG1251
 EG1251'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1251'5.0 MI NE FROM PONTOTOC.
 EG1251'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1251'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1251'FOR 4.85 MILES TO THE CEMETERY AND THE MARK ON THE LEFT. THE MARK IS
 EG1251'LOCATED ABOUT 5 MILES NORTHEAST OF PONTOTOC ON STATE HIGHWAY 9 RIGHT
 EG1251'OF WAY AT A CEMETERY ENTRANCE IN SECTION 11, T 9S, R 3E. IT IS 97.5
 EG1251'FEET NORTHWEST OF THE CENTER OF HIGHWAY 9, 59.5 FEET NORTHWEST OF
 EG1251'POWERLINE POLE NO. 116, 30 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 EG1251'SMALL GREEN BUILDING, 12.5 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 EG1251'ENTRANCE, 1 FOOT SOUTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT NORTHWEST
 EG1251'OF A METAL WITNESS SIGNPOST, FLUSH WITH THE GROUND, A DISK SET IN THE
 EG1251'TOP OF A 12 INCHE ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1252 ***********************************************************************
 EG1252  DESIGNATION -  APL V 12 MSHD
 EG1252  PID         -  EG1252
 EG1252  STATE/COUNTY-  MS/PONTOTOC
 EG1252  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1252
 EG1252                         *CURRENT SURVEY CONTROL
 EG1252  ___________________________________________________________________
 EG1252* NAD 83(1986)-  34 19 15.     (N)    088 56 53.     (W)     SCALED    
 EG1252* NAVD 88     -       172.048  (meters)     564.46   (feet)  ADJUSTED  
 EG1252  ___________________________________________________________________
 EG1252  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1252  DYNAMIC HT  -         171.878 (meters)     563.90  (feet)  COMP
 EG1252  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 EG1252
 EG1252  VERT ORDER  -  SECOND    CLASS 0
 EG1252
 EG1252.The horizontal coordinates were scaled from a topographic map and have
 EG1252.an estimated accuracy of +/- 6 seconds.
 EG1252
 EG1252.The orthometric height was determined by differential leveling
 EG1252.and adjusted in June 1991.
 EG1252
 EG1252.The geoid height was determined by GEOID03.
 EG1252
 EG1252.The dynamic height is computed by dividing the NAVD 88
 EG1252.geopotential number by the normal gravity value computed on the
 EG1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1252.degrees latitude (g = 980.6199 gals.).
 EG1252
 EG1252.The modeled gravity was interpolated from observed gravity values.
 EG1252
 EG1252;                    North         East    Units  Estimated Accuracy
 EG1252;SPC MS E     -   534,540.      289,440.      MT  (+/- 180 meters Scaled)
 EG1252
 EG1252                          SUPERSEDED SURVEY CONTROL
 EG1252
 EG1252  NGVD 29 (??/??/92)  171.996  (m)          564.29   (f) ADJ UNCH    2 0
 EG1252
 EG1252.Superseded values are not recommended for survey control.
 EG1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1252.See file dsdata.txt to determine how the superseded data were derived.
 EG1252
 EG1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC207994(NAD 83)
 EG1252_MARKER: DB = BENCH MARK DISK
 EG1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1252_SP_SET: CONCRETE POST
 EG1252_STAMPING: APL V 12 1977
 EG1252_PROJECTION: PROJECTING 10 CENTIMETERS
 EG1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1252+STABILITY: SURFACE MOTION
 EG1252
 EG1252  HISTORY     - Date     Condition        Report By
 EG1252  HISTORY     - 1977     MONUMENTED       MSHD
 EG1252
 EG1252                          STATION DESCRIPTION
 EG1252
 EG1252'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1252'6.0 MI NE FROM PONTOTOC.
 EG1252'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1252'FOR 0.4 MILE TO STAE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1252'FOR 6.0 MILES TO A GRAVEL SIDE ROAD RIGHT AND A SIGN OAK HILL BAPTIST
 EG1252'CHURCH, TURN RIGHT AND GO 0.1 MILE TO THE CHURCH ON THE RIGHT AND THE
 EG1252'MARK ON THE LEFT. THE MARK IS LOCATED ABOUT 6 MILES NORTHEAST OF
 EG1252'DOWNTOWN PONTOTOC, AT OAK HILL BAPTIST CHURCH IN SECTION 12, T 9S,
 EG1252'R 3E. IT IS 189.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EG1252'CHURCH, 82 FEET NORTHWEST OF THE CENTER OF THE ROAD, 127 FEET NORTH
 EG1252'WEST OF A POWERLINE POLE, 2 FEET SOUTHWEST OF POWERLINE POLE NO. 44,
 EG1252'1 FOOT NORTHWEST OF A METAL WITNESS SIGNPOST, PROJECTS 4 INCHES, A
 EG1252'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1256 ***********************************************************************
 EG1256  DESIGNATION -  APL V 13 MSHD
 EG1256  PID         -  EG1256
 EG1256  STATE/COUNTY-  MS/PONTOTOC
 EG1256  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1256
 EG1256                         *CURRENT SURVEY CONTROL
 EG1256  ___________________________________________________________________
 EG1256* NAD 83(1986)-  34 19 38.     (N)    088 56 14.     (W)     SCALED    
 EG1256* NAVD 88     -       161.781  (meters)     530.78   (feet)  ADJUSTED  
 EG1256  ___________________________________________________________________
 EG1256  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1256  DYNAMIC HT  -         161.622 (meters)     530.25  (feet)  COMP
 EG1256  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 EG1256
 EG1256  VERT ORDER  -  SECOND    CLASS 0
 EG1256
 EG1256.The horizontal coordinates were scaled from a topographic map and have
 EG1256.an estimated accuracy of +/- 6 seconds.
 EG1256
 EG1256.The orthometric height was determined by differential leveling
 EG1256.and adjusted in June 1991.
 EG1256
 EG1256.The geoid height was determined by GEOID03.
 EG1256
 EG1256.The dynamic height is computed by dividing the NAVD 88
 EG1256.geopotential number by the normal gravity value computed on the
 EG1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1256.degrees latitude (g = 980.6199 gals.).
 EG1256
 EG1256.The modeled gravity was interpolated from observed gravity values.
 EG1256
 EG1256;                    North         East    Units  Estimated Accuracy
 EG1256;SPC MS E     -   535,250.      290,440.      MT  (+/- 180 meters Scaled)
 EG1256
 EG1256                          SUPERSEDED SURVEY CONTROL
 EG1256
 EG1256  NGVD 29 (??/??/92)  161.730  (m)          530.61   (f) ADJ UNCH    2 0
 EG1256
 EG1256.Superseded values are not recommended for survey control.
 EG1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1256.See file dsdata.txt to determine how the superseded data were derived.
 EG1256
 EG1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD217001(NAD 83)
 EG1256_MARKER: DB = BENCH MARK DISK
 EG1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1256_SP_SET: CONCRETE POST
 EG1256_STAMPING: APL V 13 1977
 EG1256_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1256+STABILITY: SURFACE MOTION
 EG1256
 EG1256  HISTORY     - Date     Condition        Report By
 EG1256  HISTORY     - 1977     MONUMENTED       MSHD
 EG1256
 EG1256                          STATION DESCRIPTION
 EG1256
 EG1256'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1256'6.5 MI NW FROM PONTOTOC.
 EG1256'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1256'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1256'FOR 4.85 MILES TO THE ENTRANCE TO A CEMETERY. CONTINUE NORTH FOR 1.85
 EG1256'MILES TO THE MARK ON THE LEFT AT A TURNOUT TO THE LEFT. THE MARK IS
 EG1256'LOCATED ABOUT 6.5 MILES FROM DOWNTOWN PONTOTOC, ON STATE HIGHWAY 9
 EG1256'RIGHT OF WAY IN SECTION 1, T 9S, R 3E. IT IS 71 FEET NORTH OF THE
 EG1256'CENTER OF THE HIGHWAY, 76 FEET EAST OF A POWER LINE POLE WITH A GUY
 EG1256'WIRE, 2 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 EG1256'SIGNPOST, PROJECTS 2 INCHES, A DISK SET IN THE TOP OF A 12 INCH
 EG1256'ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1257 ***********************************************************************
 EG1257  DESIGNATION -  APL V 14 MSHD
 EG1257  PID         -  EG1257
 EG1257  STATE/COUNTY-  MS/PONTOTOC
 EG1257  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1257
 EG1257                         *CURRENT SURVEY CONTROL
 EG1257  ___________________________________________________________________
 EG1257* NAD 83(1986)-  34 19 53.     (N)    088 55 16.     (W)     SCALED    
 EG1257* NAVD 88     -       150.731  (meters)     494.52   (feet)  ADJUSTED  
 EG1257  ___________________________________________________________________
 EG1257  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG1257  DYNAMIC HT  -         150.583 (meters)     494.04  (feet)  COMP
 EG1257  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 EG1257
 EG1257  VERT ORDER  -  SECOND    CLASS 0
 EG1257
 EG1257.The horizontal coordinates were scaled from a topographic map and have
 EG1257.an estimated accuracy of +/- 6 seconds.
 EG1257
 EG1257.The orthometric height was determined by differential leveling
 EG1257.and adjusted in June 1991.
 EG1257
 EG1257.The geoid height was determined by GEOID03.
 EG1257
 EG1257.The dynamic height is computed by dividing the NAVD 88
 EG1257.geopotential number by the normal gravity value computed on the
 EG1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1257.degrees latitude (g = 980.6199 gals.).
 EG1257
 EG1257.The modeled gravity was interpolated from observed gravity values.
 EG1257
 EG1257;                    North         East    Units  Estimated Accuracy
 EG1257;SPC MS E     -   535,710.      291,920.      MT  (+/- 180 meters Scaled)
 EG1257
 EG1257                          SUPERSEDED SURVEY CONTROL
 EG1257
 EG1257  NGVD 29 (??/??/92)  150.682  (m)          494.36   (f) ADJ UNCH    2 0
 EG1257
 EG1257.Superseded values are not recommended for survey control.
 EG1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1257.See file dsdata.txt to determine how the superseded data were derived.
 EG1257
 EG1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD232005(NAD 83)
 EG1257_MARKER: DB = BENCH MARK DISK
 EG1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1257_SP_SET: CONCRETE POST
 EG1257_STAMPING: APL V 14 1977
 EG1257_PROJECTION: PROJECTING 8 CENTIMETERS
 EG1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1257+STABILITY: SURFACE MOTION
 EG1257
 EG1257  HISTORY     - Date     Condition        Report By
 EG1257  HISTORY     - 1977     MONUMENTED       MSHD
 EG1257
 EG1257                          STATION DESCRIPTION
 EG1257
 EG1257'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1257'7.0 MI NE FROM PONTOTOC.
 EG1257'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1257'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1257'FOR 4.85 MILES TO A CEMETERY ENTRANCE ON THE LEFT. CONTINUE AHEAD 2.75
 EG1257'MILES TO A HOUSE TRAILER ON THE RIGHT, A WOODS ROAD AND THE MARK ON
 EG1257'THE LEFT. THE MARK IS LOCATED ABOUT 7.0 MILES NORTHEAST OF PONTOTOC ON
 EG1257'STATE HIGHWAY 9 RIGHT OF WAY IN SECTION 6, T 9S, R 4E. IT IS 93 FEET
 EG1257'NORTH OF THE CENTER OF THE HIGHWAY, 10 FEET WEST OF THE CENTER OF A
 EG1257'WOODS ROAD, 2 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 EG1257'SIGNPOST, PROJECTS 3 INCHES, A DISK SET IN THE TOP OF A 12 INCH
 EG1257'ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1258 ***********************************************************************
 EG1258  DESIGNATION -  APL V 15 MSHD
 EG1258  PID         -  EG1258
 EG1258  STATE/COUNTY-  MS/PONTOTOC
 EG1258  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1258
 EG1258                         *CURRENT SURVEY CONTROL
 EG1258  ___________________________________________________________________
 EG1258* NAD 83(1986)-  34 19 40.     (N)    088 54 28.     (W)     SCALED    
 EG1258* NAVD 88     -       129.507  (meters)     424.89   (feet)  ADJUSTED  
 EG1258  ___________________________________________________________________
 EG1258  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EG1258  DYNAMIC HT  -         129.379 (meters)     424.47  (feet)  COMP
 EG1258  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 EG1258
 EG1258  VERT ORDER  -  SECOND    CLASS 0
 EG1258
 EG1258.The horizontal coordinates were scaled from a topographic map and have
 EG1258.an estimated accuracy of +/- 6 seconds.
 EG1258
 EG1258.The orthometric height was determined by differential leveling
 EG1258.and adjusted in June 1991.
 EG1258
 EG1258.The geoid height was determined by GEOID03.
 EG1258
 EG1258.The dynamic height is computed by dividing the NAVD 88
 EG1258.geopotential number by the normal gravity value computed on the
 EG1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1258.degrees latitude (g = 980.6199 gals.).
 EG1258
 EG1258.The modeled gravity was interpolated from observed gravity values.
 EG1258
 EG1258;                    North         East    Units  Estimated Accuracy
 EG1258;SPC MS E     -   535,310.      293,150.      MT  (+/- 180 meters Scaled)
 EG1258
 EG1258                          SUPERSEDED SURVEY CONTROL
 EG1258
 EG1258  NGVD 29 (??/??/92)  129.460  (m)          424.74   (f) ADJ UNCH    2 0
 EG1258
 EG1258.Superseded values are not recommended for survey control.
 EG1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1258.See file dsdata.txt to determine how the superseded data were derived.
 EG1258
 EG1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD244001(NAD 83)
 EG1258_MARKER: DB = BENCH MARK DISK
 EG1258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1258_SP_SET: ABUTMENT
 EG1258_STAMPING: APL V 15 1977
 EG1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1258
 EG1258  HISTORY     - Date     Condition        Report By
 EG1258  HISTORY     - 1977     MONUMENTED       MSHD
 EG1258
 EG1258                          STATION DESCRIPTION
 EG1258
 EG1258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1258'7.5 MI NE FROM PONTOTOC.
 EG1258'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1258'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1258'FOR 4.85 MILES TO A CEMETERY ENTRANCE ON THE LEFT. CONTINUE AHEAD FOR
 EG1258'3.7 MILES TO A 7 FOOT BY 7 FOOT BOX CULVERT AND THE MARK ON THE RIGHT.
 EG1258'THE MARK IS LOCATED ABOUT 7.5 MILES NORTHEAST OF DOWNTOWN PONTOTOC,
 EG1258'IN SECTION 5, T 9S, R 4E. IT IS 25 FEET SOUTH OF THE CENTER OF THE
 EG1258'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS SIGNPOST, 4 FEET LOWER THAN
 EG1258'THE HIGHWAY, A DISK SET IN CEMENT IN A DRILL HOLE IN THE EAST END OF
 EG1258'THE SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1259 ***********************************************************************
 EG1259  DESIGNATION -  APL V 16 MSHD
 EG1259  PID         -  EG1259
 EG1259  STATE/COUNTY-  MS/PONTOTOC
 EG1259  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1259
 EG1259                         *CURRENT SURVEY CONTROL
 EG1259  ___________________________________________________________________
 EG1259* NAD 83(1986)-  34 19 20.     (N)    088 53 35.     (W)     SCALED    
 EG1259* NAVD 88     -       127.503  (meters)     418.32   (feet)  ADJUSTED  
 EG1259  ___________________________________________________________________
 EG1259  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EG1259  DYNAMIC HT  -         127.377 (meters)     417.90  (feet)  COMP
 EG1259  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 EG1259
 EG1259  VERT ORDER  -  SECOND    CLASS 0
 EG1259
 EG1259.The horizontal coordinates were scaled from a topographic map and have
 EG1259.an estimated accuracy of +/- 6 seconds.
 EG1259
 EG1259.The orthometric height was determined by differential leveling
 EG1259.and adjusted in June 1991.
 EG1259
 EG1259.The geoid height was determined by GEOID03.
 EG1259
 EG1259.The dynamic height is computed by dividing the NAVD 88
 EG1259.geopotential number by the normal gravity value computed on the
 EG1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1259.degrees latitude (g = 980.6199 gals.).
 EG1259
 EG1259.The modeled gravity was interpolated from observed gravity values.
 EG1259
 EG1259;                    North         East    Units  Estimated Accuracy
 EG1259;SPC MS E     -   534,690.      294,500.      MT  (+/- 180 meters Scaled)
 EG1259
 EG1259                          SUPERSEDED SURVEY CONTROL
 EG1259
 EG1259  NGVD 29 (??/??/92)  127.457  (m)          418.17   (f) ADJ UNCH    2 0
 EG1259
 EG1259.Superseded values are not recommended for survey control.
 EG1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1259.See file dsdata.txt to determine how the superseded data were derived.
 EG1259
 EG1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC258995(NAD 83)
 EG1259_MARKER: DB = BENCH MARK DISK
 EG1259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1259_SP_SET: ABUTMENT
 EG1259_STAMPING: APL V 16 1977
 EG1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1259
 EG1259  HISTORY     - Date     Condition        Report By
 EG1259  HISTORY     - 1977     MONUMENTED       MSHD
 EG1259
 EG1259                          STATION DESCRIPTION
 EG1259
 EG1259'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1259'8.0 MI NE FROM PONTOTOC.
 EG1259'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1259'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1259'FOR 4.85 MILES TO A CEMETERY ENTRANCE ON THE LEFT. CONTINUE AHEAD 4.6
 EG1259'MILES TO A 10 FOOT BY 10 FOOT SINGLE BOX CULVERT AND THE MARK ON THE
 EG1259'RIGHT, 0.65 MILE WEST OF THE ENDVILLE MERCANTILE STORE. THE MARK IS
 EG1259'LOCATED ABOUT 8 MILES NORTHEAST OF DOWNTOWN PONTOTOC, IN SECTION 4,
 EG1259'T 9S, R 4E ON STATE HIGHWAY 9 RIGHT OF WAY. IT IS 31 FEET SOUTH OF
 EG1259'THE CENTER OF THE HIGHWAY, ABOUT 10 FEET LOWER THAN THE HIGHWAY, A
 EG1259'DISK SET IN CEMENT IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 EG1259'ABUTMENT AND IS STAMPED APL V 16 1977, 1 FOOT EAST OF A METAL WITNESS
 EG1259'SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1260 ***********************************************************************
 EG1260  DESIGNATION -  APL V 17 MSHD
 EG1260  PID         -  EG1260
 EG1260  STATE/COUNTY-  MS/PONTOTOC
 EG1260  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1260
 EG1260                         *CURRENT SURVEY CONTROL
 EG1260  ___________________________________________________________________
 EG1260* NAD 83(1986)-  34 19 15.     (N)    088 52 47.     (W)     SCALED    
 EG1260* NAVD 88     -       120.253  (meters)     394.53   (feet)  ADJUSTED  
 EG1260  ___________________________________________________________________
 EG1260  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG1260  DYNAMIC HT  -         120.134 (meters)     394.14  (feet)  COMP
 EG1260  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 EG1260
 EG1260  VERT ORDER  -  SECOND    CLASS 0
 EG1260
 EG1260.The horizontal coordinates were scaled from a topographic map and have
 EG1260.an estimated accuracy of +/- 6 seconds.
 EG1260
 EG1260.The orthometric height was determined by differential leveling
 EG1260.and adjusted in June 1991.
 EG1260
 EG1260.The geoid height was determined by GEOID03.
 EG1260
 EG1260.The dynamic height is computed by dividing the NAVD 88
 EG1260.geopotential number by the normal gravity value computed on the
 EG1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1260.degrees latitude (g = 980.6199 gals.).
 EG1260
 EG1260.The modeled gravity was interpolated from observed gravity values.
 EG1260
 EG1260;                    North         East    Units  Estimated Accuracy
 EG1260;SPC MS E     -   534,540.      295,730.      MT  (+/- 180 meters Scaled)
 EG1260
 EG1260                          SUPERSEDED SURVEY CONTROL
 EG1260
 EG1260  NGVD 29 (??/??/92)  120.208  (m)          394.38   (f) ADJ UNCH    2 0
 EG1260
 EG1260.Superseded values are not recommended for survey control.
 EG1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1260.See file dsdata.txt to determine how the superseded data were derived.
 EG1260
 EG1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC270993(NAD 83)
 EG1260_MARKER: DB = BENCH MARK DISK
 EG1260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1260_SP_SET: ABUTMENT
 EG1260_STAMPING: APL V 17 1977
 EG1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1260
 EG1260  HISTORY     - Date     Condition        Report By
 EG1260  HISTORY     - 1977     MONUMENTED       MSHD
 EG1260
 EG1260                          STATION DESCRIPTION
 EG1260
 EG1260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1260'9.0 MI NE FROM PONTOTOC.
 EG1260'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1260'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE ON HIGHWAY 9 FOR 10.0
 EG1260'MILES TO THE ENDVILLE MERCANTILE STORE ON THE RIGHT. CONTINUE AHEAD
 EG1260'0.25 MILE TO THE MARK ON THE RIGHT. THE MARK IS LOCATED ABOUT 9 MILES
 EG1260'NORTHEAST OF PONTOTOC ON STATE HIGHWAY 9 RIGHT OF WAY IN SECTION 4,
 EG1260'T 9S, R 4E. IT IS 31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY ABOUT
 EG1260'6 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.5 FEET WEST OF A METAL
 EG1260'WITNESS POST IN THE EAST END OF THE SOUTH ABUTMENT OF A LARGE BOX
 EG1260'CULVERT OVER COONEWAH CREEK, A DISK SET IN CEMENT IN A DRILL HOLE
 EG1260'STAMPED APL V 17 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1261 ***********************************************************************
 EG1261  DESIGNATION -  APL V 18 MSHD
 EG1261  PID         -  EG1261
 EG1261  STATE/COUNTY-  MS/PONTOTOC
 EG1261  USGS QUAD   -  SHERMAN (1980)
 EG1261
 EG1261                         *CURRENT SURVEY CONTROL
 EG1261  ___________________________________________________________________
 EG1261* NAD 83(1986)-  34 19 40.     (N)    088 52 25.     (W)     SCALED    
 EG1261* NAVD 88     -       125.578  (meters)     412.00   (feet)  ADJUSTED  
 EG1261  ___________________________________________________________________
 EG1261  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG1261  DYNAMIC HT  -         125.454 (meters)     411.59  (feet)  COMP
 EG1261  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 EG1261
 EG1261  VERT ORDER  -  SECOND    CLASS 0
 EG1261
 EG1261.The horizontal coordinates were scaled from a topographic map and have
 EG1261.an estimated accuracy of +/- 6 seconds.
 EG1261
 EG1261.The orthometric height was determined by differential leveling
 EG1261.and adjusted in June 1991.
 EG1261
 EG1261.The geoid height was determined by GEOID03.
 EG1261
 EG1261.The dynamic height is computed by dividing the NAVD 88
 EG1261.geopotential number by the normal gravity value computed on the
 EG1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1261.degrees latitude (g = 980.6199 gals.).
 EG1261
 EG1261.The modeled gravity was interpolated from observed gravity values.
 EG1261
 EG1261;                    North         East    Units  Estimated Accuracy
 EG1261;SPC MS E     -   535,310.      296,290.      MT  (+/- 180 meters Scaled)
 EG1261
 EG1261                          SUPERSEDED SURVEY CONTROL
 EG1261
 EG1261  NGVD 29 (??/??/92)  125.534  (m)          411.86   (f) ADJ UNCH    2 0
 EG1261
 EG1261.Superseded values are not recommended for survey control.
 EG1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1261.See file dsdata.txt to determine how the superseded data were derived.
 EG1261
 EG1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD276000(NAD 83)
 EG1261_MARKER: DB = BENCH MARK DISK
 EG1261_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1261_SP_SET: ABUTMENT
 EG1261_STAMPING: APL V 18 1977
 EG1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1261
 EG1261  HISTORY     - Date     Condition        Report By
 EG1261  HISTORY     - 1977     MONUMENTED       MSHD
 EG1261
 EG1261                          STATION DESCRIPTION
 EG1261
 EG1261'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1261'10.0 MI NE FROM PONTOTOC.
 EG1261'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1261'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE ON HIGHWAY 9 FOR 10.0
 EG1261'MILES TO THE ENDVILLE MERCANTILE STORE ON THE RIGHT. CONTINUE AHEAD
 EG1261'0.9 MILE TO THE CULVERT AND THE MARK ON THE RIGHT. THE MARK IS LOCATED
 EG1261'ABOUT 10 MILES NORTHEAST OF DOWNTOWN PONTOTOC ON STATE HIGHW 9 RIGHT
 EG1261'OF WAY IN SECTION 3, T 9S, R 4E. IT IS 19 FEET EAST OF THE CENTER OF
 EG1261'THE HIGHWAY, 44 FEET NORTHEAST OF THE CENTER OF A GRAVEL DRIVE, 69
 EG1261'FEET NORTH OF A POWER LINE POLE, A DISK SET IN CEMENT IN A DRILL HOLE
 EG1261'IN THE SOUTHWEST END OF THE EAST ABUTMENT OF A 36 INCH PIPE CULVERT,
 EG1261'1 FOOT BELOW THE HIGHWAY LEVEL, STAMPED APL V 18 1977, AND IS 1 FOOT
 EG1261'EAST OF A METAL WITNESS SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1262 ***********************************************************************
 EG1262  DESIGNATION -  APL V 19 MSHD
 EG1262  PID         -  EG1262
 EG1262  STATE/COUNTY-  MS/PONTOTOC
 EG1262  USGS QUAD   -  SHERMAN (1980)
 EG1262
 EG1262                         *CURRENT SURVEY CONTROL
 EG1262  ___________________________________________________________________
 EG1262* NAD 83(1986)-  34 20 10.     (N)    088 51 42.     (W)     SCALED    
 EG1262* NAVD 88     -       124.617  (meters)     408.85   (feet)  ADJUSTED  
 EG1262  ___________________________________________________________________
 EG1262  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1262  DYNAMIC HT  -         124.494 (meters)     408.44  (feet)  COMP
 EG1262  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EG1262
 EG1262  VERT ORDER  -  SECOND    CLASS 0
 EG1262
 EG1262.The horizontal coordinates were scaled from a topographic map and have
 EG1262.an estimated accuracy of +/- 6 seconds.
 EG1262
 EG1262.The orthometric height was determined by differential leveling
 EG1262.and adjusted in June 1991.
 EG1262
 EG1262.The geoid height was determined by GEOID03.
 EG1262
 EG1262.The dynamic height is computed by dividing the NAVD 88
 EG1262.geopotential number by the normal gravity value computed on the
 EG1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1262.degrees latitude (g = 980.6199 gals.).
 EG1262
 EG1262.The modeled gravity was interpolated from observed gravity values.
 EG1262
 EG1262;                    North         East    Units  Estimated Accuracy
 EG1262;SPC MS E     -   536,230.      297,390.      MT  (+/- 180 meters Scaled)
 EG1262
 EG1262                          SUPERSEDED SURVEY CONTROL
 EG1262
 EG1262  NGVD 29 (??/??/92)  124.573  (m)          408.70   (f) ADJ UNCH    2 0
 EG1262
 EG1262.Superseded values are not recommended for survey control.
 EG1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1262.See file dsdata.txt to determine how the superseded data were derived.
 EG1262
 EG1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD287009(NAD 83)
 EG1262_MARKER: DB = BENCH MARK DISK
 EG1262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1262_SP_SET: ABUTMENT
 EG1262_STAMPING: APL V 19 1977
 EG1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1262
 EG1262  HISTORY     - Date     Condition        Report By
 EG1262  HISTORY     - 1977     MONUMENTED       MSHD
 EG1262
 EG1262                          STATION DESCRIPTION
 EG1262
 EG1262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1262'10.0 MI NE FROM PONTOTOC.
 EG1262'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1262'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1262'FOR 10.0 MILES TO THE ENDVILLE MERCANTILE STORE. CONTINUE AHEAD 1.8
 EG1262'MILES TO THE MARK ON THE LEFT. THE MARK IS LOCATED ON STATE HIGHWAY 9
 EG1262'RIGHT OF WAY IN SECTION 34 T 9S, R 4E AND IS ABOUT 10.0 MILES NORTH
 EG1262'EAST OF DOWNTOWN PONTOTOC. IT IS 23 FEET NORTHWEST OF THE CENTER OF
 EG1262'THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS SIGN POST, A DISK SET IN
 EG1262'CEMENT IN A DRILL HOLE IN THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 EG1262'OF A 10 FOOT BY 10 FOOT BOX CULVERT STAMPED APL V 19 1977 AND 2 FEET
 EG1262'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1230 ***********************************************************************
 EG1230  DESIGNATION -  APL V 2
 EG1230  PID         -  EG1230
 EG1230  STATE/COUNTY-  MS/PONTOTOC
 EG1230  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1230
 EG1230                         *CURRENT SURVEY CONTROL
 EG1230  ___________________________________________________________________
 EG1230* NAD 83(1986)-  34 15 03.     (N)    088 59 10.     (W)     SCALED    
 EG1230* NAVD 88     -       133.715  (meters)     438.70   (feet)  ADJUSTED  
 EG1230  ___________________________________________________________________
 EG1230  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG1230  DYNAMIC HT  -         133.582 (meters)     438.26  (feet)  COMP
 EG1230  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EG1230
 EG1230  VERT ORDER  -  SECOND    CLASS 0
 EG1230
 EG1230.The horizontal coordinates were scaled from a topographic map and have
 EG1230.an estimated accuracy of +/- 6 seconds.
 EG1230
 EG1230.The orthometric height was determined by differential leveling
 EG1230.and adjusted in June 1991.
 EG1230
 EG1230.The geoid height was determined by GEOID03.
 EG1230
 EG1230.The dynamic height is computed by dividing the NAVD 88
 EG1230.geopotential number by the normal gravity value computed on the
 EG1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1230.degrees latitude (g = 980.6199 gals.).
 EG1230
 EG1230.The modeled gravity was interpolated from observed gravity values.
 EG1230
 EG1230;                    North         East    Units  Estimated Accuracy
 EG1230;SPC MS E     -   526,780.      285,930.      MT  (+/- 180 meters Scaled)
 EG1230
 EG1230                          SUPERSEDED SURVEY CONTROL
 EG1230
 EG1230  NGVD 29 (??/??/92)  133.656  (m)          438.50   (f) ADJ UNCH    2 0
 EG1230
 EG1230.Superseded values are not recommended for survey control.
 EG1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1230.See file dsdata.txt to determine how the superseded data were derived.
 EG1230
 EG1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC171917(NAD 83)
 EG1230_MARKER: DR = REFERENCE MARK DISK
 EG1230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1230_SP_SET: HEADWALL
 EG1230_STAMPING: APL V 2 1977
 EG1230_MARK LOGO: MSHD  
 EG1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1230+STABILITY: SURFACE MOTION
 EG1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1230+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1984
 EG1230
 EG1230  HISTORY     - Date     Condition        Report By
 EG1230  HISTORY     - 1977     MONUMENTED       MSHD
 EG1230  HISTORY     - 19840807 GOOD             MSHD
 EG1230
 EG1230                          STATION DESCRIPTION
 EG1230
 EG1230'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1230'1.0 MI NE FROM PONTOTOC.
 EG1230'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY
 EG1230'15 FOR 0.4 MILE TO STATE HIGHWAY 6.  TURN RIGHT AND GO EAST FOR 1.0
 EG1230'MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED ABOUT 1.0 MILE
 EG1230'NORTHEAST OF PONTOTOC, ON STATE HIGHWAY 6 IN SECTION 33, T 9S, R 3E.
 EG1230'IT IS 114 FEET EAST OF THE CENTER OF NAYLOR STREET, 91 FEET EAST OF
 EG1230'A STREET LAMP POLE, 245 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6,
 EG1230'48 FEET SOUTH OF A CABLE WARNING SIGN, 1 FOOT NORTH OF A METAL WITNESS
 EG1230'SIGNPOST, A DISK SET IN CEMENT IN A DRILL HOLE IN THE HEADWALL OF A
 EG1230'40 INCH CONCRETE PIPE CULVERT.
 EG1230
 EG1230                          STATION RECOVERY (1984)
 EG1230
 EG1230'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1263 ***********************************************************************
 EG1263  DESIGNATION -  APL V 20 MSHD
 EG1263  PID         -  EG1263
 EG1263  STATE/COUNTY-  MS/PONTOTOC
 EG1263  USGS QUAD   -  SHERMAN (1980)
 EG1263
 EG1263                         *CURRENT SURVEY CONTROL
 EG1263  ___________________________________________________________________
 EG1263* NAD 83(1986)-  34 20 20.     (N)    088 50 54.     (W)     SCALED    
 EG1263* NAVD 88     -       127.937  (meters)     419.74   (feet)  ADJUSTED  
 EG1263  ___________________________________________________________________
 EG1263  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1263  DYNAMIC HT  -         127.810 (meters)     419.32  (feet)  COMP
 EG1263  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EG1263
 EG1263  VERT ORDER  -  SECOND    CLASS 0
 EG1263
 EG1263.The horizontal coordinates were scaled from a topographic map and have
 EG1263.an estimated accuracy of +/- 6 seconds.
 EG1263
 EG1263.The orthometric height was determined by differential leveling
 EG1263.and adjusted in June 1991.
 EG1263
 EG1263.The geoid height was determined by GEOID03.
 EG1263
 EG1263.The dynamic height is computed by dividing the NAVD 88
 EG1263.geopotential number by the normal gravity value computed on the
 EG1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1263.degrees latitude (g = 980.6199 gals.).
 EG1263
 EG1263.The modeled gravity was interpolated from observed gravity values.
 EG1263
 EG1263;                    North         East    Units  Estimated Accuracy
 EG1263;SPC MS E     -   536,540.      298,620.      MT  (+/- 180 meters Scaled)
 EG1263
 EG1263                          SUPERSEDED SURVEY CONTROL
 EG1263
 EG1263  NGVD 29 (??/??/92)  127.894  (m)          419.60   (f) ADJ UNCH    2 0
 EG1263
 EG1263.Superseded values are not recommended for survey control.
 EG1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1263.See file dsdata.txt to determine how the superseded data were derived.
 EG1263
 EG1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD299012(NAD 83)
 EG1263_MARKER: DB = BENCH MARK DISK
 EG1263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1263_SP_SET: ABUTMENT
 EG1263_STAMPING: APL V 20 1977
 EG1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1263
 EG1263  HISTORY     - Date     Condition        Report By
 EG1263  HISTORY     - 1977     MONUMENTED       MSHD
 EG1263
 EG1263                          STATION DESCRIPTION
 EG1263
 EG1263'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1263'11.0 MI NE FROM PONTOTOC.
 EG1263'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1263'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1263'FOR 10.0 MILES TO THE ENDVILLE MERCANTILE STORE ON THE RIGHT. CONTINUE
 EG1263'AHEAD 2.6 MILES TO THE MARK ON THE RIGHT. THE MARK IS LOCATED ON STATE
 EG1263'HIGHWAY 9 RIGHT OF WAY IN SECTION 35, T 9S, R 4E ABOUT 11 MILES NORTH
 EG1263'EAST OF DOWNTOWN PONTOTOC. IT IS 23 FEET SOUTHEAST OF THE CENTER OF
 EG1263'THE HIGHWAY, 2 FEET NOOTHWEST OF A METAL WITNESS SIGN POST, 2 FEET
 EG1263'BELOW THE LEVEL OF THE HIGHWAY, A DISK SET IN CEMENT IN A DRILL HOLE
 EG1263'IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A 4 FOOT BY 6 FOOT
 EG1263'BOX CULVERT STAMPED APL V 20 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1264 ***********************************************************************
 EG1264  DESIGNATION -  APL V 21 MSHD
 EG1264  PID         -  EG1264
 EG1264  STATE/COUNTY-  MS/PONTOTOC
 EG1264  USGS QUAD   -  SHERMAN (1980)
 EG1264
 EG1264                         *CURRENT SURVEY CONTROL
 EG1264  ___________________________________________________________________
 EG1264* NAD 83(1986)-  34 20 50.     (N)    088 50 25.     (W)     SCALED    
 EG1264* NAVD 88     -       110.257  (meters)     361.73   (feet)  ADJUSTED  
 EG1264  ___________________________________________________________________
 EG1264  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EG1264  DYNAMIC HT  -         110.148 (meters)     361.38  (feet)  COMP
 EG1264  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 EG1264
 EG1264  VERT ORDER  -  SECOND    CLASS 0
 EG1264
 EG1264.The horizontal coordinates were scaled from a topographic map and have
 EG1264.an estimated accuracy of +/- 6 seconds.
 EG1264
 EG1264.The orthometric height was determined by differential leveling
 EG1264.and adjusted in June 1991.
 EG1264
 EG1264.The geoid height was determined by GEOID03.
 EG1264
 EG1264.The dynamic height is computed by dividing the NAVD 88
 EG1264.geopotential number by the normal gravity value computed on the
 EG1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1264.degrees latitude (g = 980.6199 gals.).
 EG1264
 EG1264.The modeled gravity was interpolated from observed gravity values.
 EG1264
 EG1264;                    North         East    Units  Estimated Accuracy
 EG1264;SPC MS E     -   537,460.      299,360.      MT  (+/- 180 meters Scaled)
 EG1264
 EG1264                          SUPERSEDED SURVEY CONTROL
 EG1264
 EG1264  NGVD 29 (??/??/92)  110.215  (m)          361.60   (f) ADJ UNCH    2 0
 EG1264
 EG1264.Superseded values are not recommended for survey control.
 EG1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1264.See file dsdata.txt to determine how the superseded data were derived.
 EG1264
 EG1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD307021(NAD 83)
 EG1264_MARKER: DB = BENCH MARK DISK
 EG1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1264_SP_SET: WINGWALL
 EG1264_STAMPING: APL V 21 1977
 EG1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1264
 EG1264  HISTORY     - Date     Condition        Report By
 EG1264  HISTORY     - 1977     MONUMENTED       MSHD
 EG1264
 EG1264                          STATION DESCRIPTION
 EG1264
 EG1264'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1264'0.35 MI SOUTH FROM SHERMAN.
 EG1264'TO REACH FROM THE U.S. POST OFFICE IN SHERMAN GO WEST 0.05 MILE TO
 EG1264'STATE HIGHWAY 9, TURN LEFT AND GO SOUTH 0.35 MILE TO U.S. HIGHWAY 78
 EG1264'OVERPASS AND THE MARK ON THE LEFT. THE MARK IS LOCATED AT THE
 EG1264'INTERCHANGE OF NEW U.S. HIGHWAY 78 AND STATE HIGHWAY 9 IN SECTION 35,
 EG1264'T 9S, R 4E. IT IS 35 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST
 EG1264'BOUND LANE OF U.S. HIGHWAY 78, 1 FOOT EAST OF A METAL WITNESS SIGN
 EG1264'POST, 19 FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST RAIL OF THE
 EG1264'OVERPASS, A DISK SET IN CEMENT IN A DRILL HOLE IN THE SOUTHEAST
 EG1264'WINGWALL, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND STAMPED APL V 21
 EG1264'1977. 1.0 MILE NORTHEAST OF APL V 20 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1265 ***********************************************************************
 EG1265  DESIGNATION -  APL V 22 MSHD
 EG1265  PID         -  EG1265
 EG1265  STATE/COUNTY-  MS/PONTOTOC
 EG1265  USGS QUAD   -  SHERMAN (1980)
 EG1265
 EG1265                         *CURRENT SURVEY CONTROL
 EG1265  ___________________________________________________________________
 EG1265* NAD 83(2007)-  34 20 33.62037(N)    088 49 50.68029(W)     ADJUSTED  
 EG1265* NAVD 88     -       100.850  (meters)     330.87   (feet)  ADJUSTED  
 EG1265  ___________________________________________________________________
 EG1265  EPOCH DATE  -        2002.00
 EG1265  X           -     107,579.498 (meters)                     COMP
 EG1265  Y           -  -5,270,871.641 (meters)                     COMP
 EG1265  Z           -   3,577,936.907 (meters)                     COMP
 EG1265  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 EG1265  ELLIP HEIGHT-          73.507 (meters)          (02/10/07) ADJUSTED
 EG1265  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG1265  DYNAMIC HT  -         100.750 (meters)     330.54  (feet)  COMP
 EG1265
 EG1265  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1265  Type    PID    Designation                      North   East  Ellip
 EG1265  -------------------------------------------------------------------
 EG1265  NETWORK EG1265 APL V 22 MSHD                     0.45   0.47   1.31
 EG1265  -------------------------------------------------------------------
 EG1265  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EG1265
 EG1265  VERT ORDER  -  SECOND    CLASS 0
 EG1265
 EG1265.The horizontal coordinates were established by GPS observations
 EG1265.and adjusted by the National Geodetic Survey in February 2007.
 EG1265
 EG1265.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1265.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1265.The horizontal coordinates are valid at the epoch date displayed above.
 EG1265.The epoch date for horizontal control is a decimal equivalence
 EG1265.of Year/Month/Day.
 EG1265
 EG1265.The orthometric height was determined by differential leveling
 EG1265.and adjusted in June 1991.
 EG1265.WARNING-GPS observations at this control monument resulted in a GPS
 EG1265.derived orthometric height which differed from the leveled height by
 EG1265.more than one decimeter (0.1 meter).
 EG1265
 EG1265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1265
 EG1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1265
 EG1265.The ellipsoidal height was determined by GPS observations
 EG1265.and is referenced to NAD 83.
 EG1265
 EG1265.The geoid height was determined by GEOID03.
 EG1265
 EG1265.The dynamic height is computed by dividing the NAVD 88
 EG1265.geopotential number by the normal gravity value computed on the
 EG1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1265.degrees latitude (g = 980.6199 gals.).
 EG1265
 EG1265.The modeled gravity was interpolated from observed gravity values.
 EG1265
 EG1265;                    North         East     Units Scale Factor Converg.
 EG1265;SPC MS E     -   536,956.414   300,238.190   MT  0.99995000   +0 00 05.3
 EG1265;SPC MS E     - 1,761,664.50    985,031.46   sFT  0.99995000   +0 00 05.3
 EG1265;UTM  16      - 3,801,669.887   331,606.112   MT  0.99994954   -1 01 58.9
 EG1265
 EG1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1265!SPC MS E     -   0.99998846  x   0.99995000  =   0.99993846
 EG1265!UTM  16      -   0.99998846  x   0.99994954  =   0.99993800
 EG1265
 EG1265:                Primary Azimuth Mark                     Grid Az
 EG1265:SPC MS E     -  APL V 23                                 141 43 28.9
 EG1265:UTM  16      -  APL V 23                                 142 45 33.1
 EG1265
 EG1265|---------------------------------------------------------------------|
 EG1265| PID    Reference Object                     Distance      Geod. Az  |
 EG1265|                                                           dddmmss.s |
 EG1265| EG1266 APL V 23                            APPROX. 1.6 KM 1414334.2 |
 EG1265|---------------------------------------------------------------------|
 EG1265
 EG1265                          SUPERSEDED SURVEY CONTROL
 EG1265
 EG1265  ELLIP H (04/15/02)   73.491  (m)                       GP(       ) 4 1
 EG1265  NAD 83(1993)-  34 20 33.63018(N)    088 49 50.67720(W) AD(       ) 1
 EG1265  NAD 83(1993)-  34 20 33.62045(N)    088 49 50.67942(W) AD(       ) B
 EG1265  ELLIP H (01/12/94)   73.542  (m)                       GP(       ) 4 1
 EG1265  NAVD 88 (01/12/94)  100.85   (m)          330.9    (f) LEVELING    3  
 EG1265  NGVD 29 (??/??/92)  100.810  (m)          330.74   (f) ADJ UNCH    2 0
 EG1265
 EG1265.Superseded values are not recommended for survey control.
 EG1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1265.See file dsdata.txt to determine how the superseded data were derived.
 EG1265
 EG1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD3160601670(NAD 83)
 EG1265_MARKER: DB = BENCH MARK DISK
 EG1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1265_SP_SET: CULVERT
 EG1265_STAMPING: APL V 22 1977
 EG1265_MARK LOGO: MSHD  
 EG1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1265+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1994
 EG1265
 EG1265  HISTORY     - Date     Condition        Report By
 EG1265  HISTORY     - 1977     MONUMENTED       MSHD
 EG1265  HISTORY     - 19920917 GOOD             MSHD
 EG1265  HISTORY     - 19930517 GOOD
 EG1265  HISTORY     - 19940115 GOOD             NOS
 EG1265  HISTORY     - 19940406 GOOD             NOS
 EG1265
 EG1265                          STATION DESCRIPTION
 EG1265
 EG1265'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1265'1.5 MI SOUTH FROM SHERMAN.
 EG1265'TO REACH FROM THE U.S. POST OFFICE IN SHERMAN GO WEST 0.05 MILE TO
 EG1265'STATE HIGHWAY 9. TURN LEFT AND GO SOUTH 0.45 MILE, TURN LEFT, SOUTH
 EG1265'EAST AND GO 0.9 MILE ON U.S. HIGHWAY 78 TO THE MARK ON THE LEFT. THE
 EG1265'MARK IS LOCATED ABOUT 1.5 MILES SOUTH OF SHERMAN ON RIGHT OF WAY OF
 EG1265'NEW U.S. HIGHWAY 78 IN SECTION 36, T 9S, R 4E. IT IS 44 FEET NORTH
 EG1265'EAST OF THE CENTER OF THE SOUTHEAST BOUND LANE, 44.6 FEET SOUTHWEST
 EG1265'OF THE NORTHWEST BOUND LANE, 4 FEET NORTHEAST OF A METAL WITNESS SIGN
 EG1265'POST ABOUT 2 FEET LOWER THAN THE LANES, A DISK SET IN CEMENT IN A
 EG1265'DRILL HOLE IN A 30 INCH SQUARE DROP INLET IN THE CENTER MEDIAN STAMPED
 EG1265'APL V 22 1977.
 EG1265
 EG1265                          STATION RECOVERY (1992)
 EG1265
 EG1265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EG1265'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHERMAN, IN A
 EG1265'DROP INLET IN THE MEDIAN OF U.S. HIGHWAY 78, 0.55 MI (0.89 KM)
 EG1265'NORTHWEST OF THE LEE-PONTOTOC COUNTY LINE AND IS IN SECTION 36, T 9S,
 EG1265'R 4E.
 EG1265'TO REACH FROM THE U.S. HIGHWAY 78 BRIDGE OVER STATE HIGHWAY 9 AT THE
 EG1265'WEST EDGE OF SHERMAN, GO SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.95 MI
 EG1265'(1.53 KM) TO THE MARK ON THE LEFT.
 EG1265'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE NEAR THE CENTER
 EG1265'OF THE NORTHWEST SIDE OF A 30 INCH SQUARE CONCRETE DROP INLET, ABOUT
 EG1265'2 FT (0.6 M) BELOW THE LEVEL OF THE TWO LANES, 44.5 FT (13.6 M)
 EG1265'SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE, 44 FT (13.4 M)
 EG1265'NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE AND 4 FT (1.2 M)
 EG1265'NORTHEAST OF A CARSONITE WITNESS POST.
 EG1265
 EG1265                          STATION RECOVERY (1993)
 EG1265
 EG1265'RECOVERED 1993
 EG1265'RECOVERED IN GOOD CONDITION.
 EG1265
 EG1265                          STATION RECOVERY (1994)
 EG1265
 EG1265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 EG1265'RECOVERED IN GOOD CONDITION.
 EG1265
 EG1265                          STATION RECOVERY (1994)
 EG1265
 EG1265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 EG1265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1266 ***********************************************************************
 EG1266  CBN         -  This is a Cooperative Base Network Control Station.
 EG1266  DESIGNATION -  APL V 23
 EG1266  PID         -  EG1266
 EG1266  STATE/COUNTY-  MS/LEE
 EG1266  USGS QUAD   -  SHERMAN (1980)
 EG1266
 EG1266                         *CURRENT SURVEY CONTROL
 EG1266  ___________________________________________________________________
 EG1266* NAD 83(2007)-  34 19 52.53863(N)    088 49 11.60946(W)     ADJUSTED  
 EG1266* NAVD 88     -       103.171  (meters)     338.49   (feet)  ADJUSTED  
 EG1266  ___________________________________________________________________
 EG1266  EPOCH DATE  -        2002.00
 EG1266  X           -     108,592.653 (meters)                     COMP
 EG1266  Y           -  -5,271,566.921 (meters)                     COMP
 EG1266  Z           -   3,576,892.899 (meters)                     COMP
 EG1266  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 EG1266  ELLIP HEIGHT-          75.772 (meters)          (02/10/07) ADJUSTED
 EG1266  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG1266  DYNAMIC HT  -         103.069 (meters)     338.15  (feet)  COMP
 EG1266
 EG1266  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1266  Type    PID    Designation                      North   East  Ellip
 EG1266  -------------------------------------------------------------------
 EG1266  NETWORK EG1266 APL V 23                          0.47   0.51   1.02
 EG1266  -------------------------------------------------------------------
 EG1266  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EG1266
 EG1266  VERT ORDER  -  SECOND    CLASS 0
 EG1266
 EG1266.The horizontal coordinates were established by GPS observations
 EG1266.and adjusted by the National Geodetic Survey in February 2007.
 EG1266
 EG1266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1266.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1266.The horizontal coordinates are valid at the epoch date displayed above.
 EG1266.The epoch date for horizontal control is a decimal equivalence
 EG1266.of Year/Month/Day.
 EG1266
 EG1266.The orthometric height was determined by differential leveling
 EG1266.and adjusted in June 1991.
 EG1266
 EG1266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1266
 EG1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1266
 EG1266.The ellipsoidal height was determined by GPS observations
 EG1266.and is referenced to NAD 83.
 EG1266
 EG1266.The geoid height was determined by GEOID03.
 EG1266
 EG1266.The dynamic height is computed by dividing the NAVD 88
 EG1266.geopotential number by the normal gravity value computed on the
 EG1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1266.degrees latitude (g = 980.6199 gals.).
 EG1266
 EG1266.The modeled gravity was interpolated from observed gravity values.
 EG1266
 EG1266;                    North         East     Units Scale Factor Converg.
 EG1266;SPC MS E     -   535,690.685   301,236.916   MT  0.99995002   +0 00 27.3
 EG1266;SPC MS E     - 1,757,511.86    988,308.12   sFT  0.99995002   +0 00 27.3
 EG1266;UTM  16      - 3,800,386.339   332,581.824   MT  0.99994550   -1 01 35.8
 EG1266
 EG1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1266!SPC MS E     -   0.99998811  x   0.99995002  =   0.99993813
 EG1266!UTM  16      -   0.99998811  x   0.99994550  =   0.99993361
 EG1266
 EG1266:                Primary Azimuth Mark                     Grid Az
 EG1266:SPC MS E     -  APL V 22 MSHD                            321 43 28.9
 EG1266:UTM  16      -  APL V 22 MSHD                            322 45 32.0
 EG1266
 EG1266|---------------------------------------------------------------------|
 EG1266| PID    Reference Object                     Distance      Geod. Az  |
 EG1266|                                                           dddmmss.s |
 EG1266| EG1265 APL V 22 MSHD                       APPROX. 1.6 KM 3214356.2 |
 EG1266|---------------------------------------------------------------------|
 EG1266
 EG1266                          SUPERSEDED SURVEY CONTROL
 EG1266
 EG1266  ELLIP H (04/15/02)   75.794  (m)                       GP(       ) 4 2
 EG1266  ELLIP H (02/15/02)   75.790  (m)                       GP(       ) 4 1
 EG1266  NAD 83(1993)-  34 19 52.54817(N)    088 49 11.60686(W) AD(       ) 1
 EG1266  NAD 83(1993)-  34 19 52.53851(N)    088 49 11.60886(W) AD(       ) B
 EG1266  ELLIP H (01/12/94)   75.820  (m)                       GP(       ) 4 1
 EG1266  NAVD 88 (01/12/94)  103.17   (m)          338.5    (f) LEVELING    3  
 EG1266  NGVD 29 (??/??/92)  103.132  (m)          338.36   (f) ADJ UNCH    2 0
 EG1266
 EG1266.Superseded values are not recommended for survey control.
 EG1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1266.See file dsdata.txt to determine how the superseded data were derived.
 EG1266
 EG1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD3258200386(NAD 83)
 EG1266_MARKER: DH = HORIZONTAL CONTROL DISK
 EG1266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EG1266_SP_SET: CONCRETE DRAIN
 EG1266_STAMPING: APL V 23 1977
 EG1266_MARK LOGO: MSHD  
 EG1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1266+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 EG1266
 EG1266  HISTORY     - Date     Condition        Report By
 EG1266  HISTORY     - 1977     MONUMENTED       MSHD
 EG1266  HISTORY     - 19930524 GOOD             NGS
 EG1266  HISTORY     - 19940119 GOOD             NOS
 EG1266  HISTORY     - 20000920 GOOD             MSHD
 EG1266
 EG1266                          STATION DESCRIPTION
 EG1266
 EG1266'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1266'2.5 MI SOUTH FROM SHERMAN.
 EG1266'TO REACH FROM THE U.S. POST OFFICE IN SHERMAN GO WEST 0.05 MILE TO
 EG1266'STATE HIGHWAY 9, TURN LEFT AND GO SOUTH 0.45, TURN LEFT, SOUTHEAST
 EG1266'AND GO 1.95 MILES ON U.S. HIGHWAY 78 TO THE MARK ON THE LEFT. THE MARK
 EG1266'IS LOCATED ABOUT 2.5 MILES SOUTH OF NEW U.S. HIGHWAY 78 SECTION 6,
 EG1266'T 9S, R 4E. IT IS 43 FEET NORTHEAST OF THE SOUTHEAST BOUND LANE, 49
 EG1266'FEET SOUTHWEST OF THE NORTHWEST BOUND LANE, 2.4 FEET NORTHEAST OF A
 EG1266'METAL WITNESS SIGNPOST, A DISK SET IN CEMENT IN A DRILL HOLE IN A 30
 EG1266'INCH SQUARE DROP INLET IN THE CENTER MEDIAN, 2 FEET BELOW THE LEVEL OF
 EG1266'THE LANES AND STAMPED APL V 23 1977.
 EG1266
 EG1266                          STATION RECOVERY (1993)
 EG1266
 EG1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EG1266'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF SHERMAN, IN
 EG1266'A DROP INLET IN THE MEDIAN OF U.S. HIGHWAY 78, 8.0 MI (12.9 KM)
 EG1266'NORTHEAST OF TUPELO, 0.45 MI (0.72 KM) SOUTHEAST OF THE LEE-PONTOTOC
 EG1266'COUNTY LINE AND IS IN SECTION 6, T 9S, R 4E.
 EG1266'TO REACH FROM THE U.S HIGHWAY 78 BRIDGE OVER STATE HIGHWAY 9 AT THE
 EG1266'WEST EDGE OF SHERMAN, GO SOUTHEAST 1.95 MI (3.14 KM) ALONG U.S.
 EG1266'HIGHWAY 78 TO THE MARK ON THE LEFT.
 EG1266'THE STATION IS 2 FT (0.6 M) BELOW THE LEVEL OF THE LANES OF THE
 EG1266'HIGHWAY.  LOCATED 49 FT (14.9 M) SOUTHWEST OF THE CENTER OF THE
 EG1266'NORTHWEST BOUND LANE OF THE HIGHWAY, 43 FT (13.1 M) NORTHEAST OF THE
 EG1266'CENTER OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY AND 3.5 FT (1.1 M)
 EG1266'NORTHEAST OF A CARSONITE WITNESS POST.
 EG1266
 EG1266                          STATION RECOVERY (1994)
 EG1266
 EG1266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 EG1266'RECOVERED AS DESCRIBED.
 EG1266
 EG1266                          STATION RECOVERY (2000)
 EG1266
 EG1266'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1266'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1267 ***********************************************************************
 EG1267  DESIGNATION -  APL V 24 MSHD
 EG1267  PID         -  EG1267
 EG1267  STATE/COUNTY-  MS/PONTOTOC
 EG1267  USGS QUAD   -  SHERMAN (1980)
 EG1267
 EG1267                         *CURRENT SURVEY CONTROL
 EG1267  ___________________________________________________________________
 EG1267* NAD 83(1986)-  34 19 05.     (N)    088 48 28.     (W)     SCALED    
 EG1267* NAVD 88     -       101.937  (meters)     334.44   (feet)  ADJUSTED  
 EG1267  ___________________________________________________________________
 EG1267  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EG1267  DYNAMIC HT  -         101.836 (meters)     334.11  (feet)  COMP
 EG1267  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 EG1267
 EG1267  VERT ORDER  -  SECOND    CLASS 0
 EG1267
 EG1267.The horizontal coordinates were scaled from a topographic map and have
 EG1267.an estimated accuracy of +/- 6 seconds.
 EG1267
 EG1267.The orthometric height was determined by differential leveling
 EG1267.and adjusted in June 1991.
 EG1267
 EG1267.The geoid height was determined by GEOID03.
 EG1267
 EG1267.The dynamic height is computed by dividing the NAVD 88
 EG1267.geopotential number by the normal gravity value computed on the
 EG1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1267.degrees latitude (g = 980.6199 gals.).
 EG1267
 EG1267.The modeled gravity was interpolated from observed gravity values.
 EG1267
 EG1267;                    North         East    Units  Estimated Accuracy
 EG1267;SPC MS E     -   534,230.      302,350.      MT  (+/- 180 meters Scaled)
 EG1267
 EG1267                          SUPERSEDED SURVEY CONTROL
 EG1267
 EG1267  NGVD 29 (??/??/92)  101.898  (m)          334.31   (f) ADJ UNCH    2 0
 EG1267
 EG1267.Superseded values are not recommended for survey control.
 EG1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1267.See file dsdata.txt to determine how the superseded data were derived.
 EG1267
 EG1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC336989(NAD 83)
 EG1267_MARKER: DB = BENCH MARK DISK
 EG1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1267_SP_SET: CULVERT
 EG1267_STAMPING: APL V 24 1977
 EG1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1267
 EG1267  HISTORY     - Date     Condition        Report By
 EG1267  HISTORY     - 1977     MONUMENTED       MSHD
 EG1267
 EG1267                          STATION DESCRIPTION
 EG1267
 EG1267'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1267'3.5 MI SE FROM SHERMAN.
 EG1267'TO REACH FROM THE U.S. POST OFFICE IN SHERMAN, GO WEST 0.05 MILE TO
 EG1267'STATE HIGHWAY 9. TURN LEFT, SOUTH, AND GO 0.45 MILE, TURN LEFT, SOUTH
 EG1267'EAST AND GO 2.9 MILES TO THE MARK ON THE LEFT. THE MARK IS LOCATED
 EG1267'ABOUT 3.5 MILES SOUTHEAST OF SHERMAN ON RIGHT OF WAY OF U.S. HIGHWAY
 EG1267'78 IN SECTION 8, T 9S, R 4E. IT IS 44 FEET NORTHEAST OF THE SOUTHEAST
 EG1267'BOUND LANE, 44 FEET SOUTHWEST OF THE NORTHWEST BOUND LANE, 4 FEET
 EG1267'SOUTHWEST OF A METAL WITNESS SIGNPOST, 3 FEET BELOW THE LANES, A DISK
 EG1267'SET IN CEMENT IN A DRILL HOLE IN A 30 INCH SQUARE DROP INLET IN THE
 EG1267'CENTER MEDIAN STAMPED APL V 24 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1268 ***********************************************************************
 EG1268  DESIGNATION -  APL V 25 MSHD
 EG1268  PID         -  EG1268
 EG1268  STATE/COUNTY-  MS/PONTOTOC
 EG1268  USGS QUAD   -  SHERMAN (1980)
 EG1268
 EG1268                         *CURRENT SURVEY CONTROL
 EG1268  ___________________________________________________________________
 EG1268* NAD 83(1986)-  34 18 45.     (N)    088 47 30.     (W)     SCALED    
 EG1268* NAVD 88     -       109.353  (meters)     358.77   (feet)  ADJUSTED  
 EG1268  ___________________________________________________________________
 EG1268  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1268  DYNAMIC HT  -         109.245 (meters)     358.41  (feet)  COMP
 EG1268  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 EG1268
 EG1268  VERT ORDER  -  SECOND    CLASS 0
 EG1268
 EG1268.The horizontal coordinates were scaled from a topographic map and have
 EG1268.an estimated accuracy of +/- 6 seconds.
 EG1268
 EG1268.The orthometric height was determined by differential leveling
 EG1268.and adjusted in June 1991.
 EG1268
 EG1268.The geoid height was determined by GEOID03.
 EG1268
 EG1268.The dynamic height is computed by dividing the NAVD 88
 EG1268.geopotential number by the normal gravity value computed on the
 EG1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1268.degrees latitude (g = 980.6199 gals.).
 EG1268
 EG1268.The modeled gravity was interpolated from observed gravity values.
 EG1268
 EG1268;                    North         East    Units  Estimated Accuracy
 EG1268;SPC MS E     -   533,610.      303,840.      MT  (+/- 180 meters Scaled)
 EG1268
 EG1268                          SUPERSEDED SURVEY CONTROL
 EG1268
 EG1268  NGVD 29 (??/??/92)  109.315  (m)          358.64   (f) ADJ UNCH    2 0
 EG1268
 EG1268.Superseded values are not recommended for survey control.
 EG1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1268.See file dsdata.txt to determine how the superseded data were derived.
 EG1268
 EG1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC351982(NAD 83)
 EG1268_MARKER: DB = BENCH MARK DISK
 EG1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1268_SP_SET: WINGWALL
 EG1268_STAMPING: APL V 25 1977
 EG1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1268
 EG1268  HISTORY     - Date     Condition        Report By
 EG1268  HISTORY     - 1977     MONUMENTED       MSHD
 EG1268
 EG1268                          STATION DESCRIPTION
 EG1268
 EG1268'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1268'4.0 MI SE FROM SHERMAN.
 EG1268'TO REACH FROM THE U.S. POST OFFICE IN SHERMAN GO WEST 0.05 MILE TO
 EG1268'STATE HIGHWAY 9, TURN LEFT, SOUTH AND GO 0.45 MILE, TURN LEFT, SOUTH
 EG1268'EAST, AND GO 4.6 MILES ON U.S. HIGHWAY 78 TO AN OVERPASS OVER THE IC
 EG1268'IC+G RAILROAD AND THE MARK ON THE RIGHT 0.25 MILE BEFORE REACHING OLD
 EG1268'HIGHWAY 78 AT BELDEN. THE MARK IS LOCATED ABOUT 4 MILES SOUTHEAST OF
 EG1268'SHERMAN, ON U.S. HIGHWAY 78 RIGHT OF WAY IN SECTION 8, T 9S, R 4E. IT
 EG1268'IS 34 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE, 1 FOOT WEST OF
 EG1268'A METAL WITNESS SIGNPOST, 1.5 FEET EAST OF THE EAST END OF THE SOUTH
 EG1268'ABUTMENT, A DISK SET IN CEMENT IN A DRILL HOLE IN THE SOUTHEAST WING
 EG1268'WALL, 0.5 FOOT HIGHER THAN THE HIGHWAY AND STAMPED APL V 25 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1232 ***********************************************************************
 EG1232  DESIGNATION -  APL V 26 MSHD
 EG1232  PID         -  EG1232
 EG1232  STATE/COUNTY-  MS/PONTOTOC
 EG1232  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1232
 EG1232                         *CURRENT SURVEY CONTROL
 EG1232  ___________________________________________________________________
 EG1232* NAD 83(1986)-  34 15 57.     (N)    089 01 23.     (W)     SCALED    
 EG1232* NAVD 88     -       137.143  (meters)     449.94   (feet)  ADJUSTED  
 EG1232  ___________________________________________________________________
 EG1232  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EG1232  DYNAMIC HT  -         137.006 (meters)     449.49  (feet)  COMP
 EG1232  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 EG1232
 EG1232  VERT ORDER  -  SECOND    CLASS 0
 EG1232
 EG1232.The horizontal coordinates were scaled from a topographic map and have
 EG1232.an estimated accuracy of +/- 6 seconds.
 EG1232
 EG1232.The orthometric height was determined by differential leveling
 EG1232.and adjusted in June 1991.
 EG1232
 EG1232.The geoid height was determined by GEOID03.
 EG1232
 EG1232.The dynamic height is computed by dividing the NAVD 88
 EG1232.geopotential number by the normal gravity value computed on the
 EG1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1232.degrees latitude (g = 980.6199 gals.).
 EG1232
 EG1232.The modeled gravity was interpolated from observed gravity values.
 EG1232
 EG1232;                    North         East    Units  Estimated Accuracy
 EG1232;SPC MS E     -   528,450.      282,530.      MT  (+/- 180 meters Scaled)
 EG1232
 EG1232                          SUPERSEDED SURVEY CONTROL
 EG1232
 EG1232  NGVD 29 (??/??/92)  137.086  (m)          449.76   (f) ADJ UNCH    2 0
 EG1232
 EG1232.Superseded values are not recommended for survey control.
 EG1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1232.See file dsdata.txt to determine how the superseded data were derived.
 EG1232
 EG1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC137934(NAD 83)
 EG1232_MARKER: DB = BENCH MARK DISK
 EG1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1232_SP_SET: CONCRETE POST
 EG1232_STAMPING: APL V 26 1977
 EG1232_PROJECTION: PROJECTING 8 CENTIMETERS
 EG1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1232+STABILITY: SURFACE MOTION
 EG1232
 EG1232  HISTORY     - Date     Condition        Report By
 EG1232  HISTORY     - 1977     MONUMENTED       MSHD
 EG1232
 EG1232                          STATION DESCRIPTION
 EG1232
 EG1232'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1232'2.0 MI NW FROM PONTOTOC.
 EG1232'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1232'FOR 0.4 MILE TO STATE HIGHWAY 6. TURN LEFT AND GO WEST FOR 0.7 MILE
 EG1232'TO STATE HIGHWAY 336 AND HIGHWAY 15 BEARING RIGHT. TURN RIGHT AND GO
 EG1232'0.4 MILE TO HIGHWAY 15 BYPASS. TURN RIGHT AND GO NORTH ON HIGHWAY 15
 EG1232'FOR 0.7 MILE TO BALLS BODY SHOP ON THE RIGHT AND THE MARK ON THE LEFT.
 EG1232'THE MARK IS LOCATED ABOUT 2.0 MILES NORTHWEST OF DOWNTOWN PONTOTOC ON
 EG1232'RIGHT OF WAY OF STATE HIGHWAY 15 IN SECTION 30, T 9S, R 3E. IT IS
 EG1232'68 FEET WEST OF THE CENTERLINE OF HIGHWAY 15, 36 FEET SOUTH OF A FIRE
 EG1232'HYDRANT, 4 FEET NORTH OF A POWERLINE POLE, 2 FEET EAST OF A FENCE,
 EG1232'1 FOOT WEST OF A METAL WITNESS SIGNPOST AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1233 ***********************************************************************
 EG1233  DESIGNATION -  APL V 27 MSHD
 EG1233  PID         -  EG1233
 EG1233  STATE/COUNTY-  MS/PONTOTOC
 EG1233  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1233
 EG1233                         *CURRENT SURVEY CONTROL
 EG1233  ___________________________________________________________________
 EG1233* NAD 83(1986)-  34 16 55.     (N)    089 01 29.     (W)     SCALED    
 EG1233* NAVD 88     -       129.387  (meters)     424.50   (feet)  ADJUSTED  
 EG1233  ___________________________________________________________________
 EG1233  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EG1233  DYNAMIC HT  -         129.258 (meters)     424.07  (feet)  COMP
 EG1233  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EG1233
 EG1233  VERT ORDER  -  SECOND    CLASS 0
 EG1233
 EG1233.The horizontal coordinates were scaled from a topographic map and have
 EG1233.an estimated accuracy of +/- 6 seconds.
 EG1233
 EG1233.The orthometric height was determined by differential leveling
 EG1233.and adjusted in June 1991.
 EG1233
 EG1233.The geoid height was determined by GEOID03.
 EG1233
 EG1233.The dynamic height is computed by dividing the NAVD 88
 EG1233.geopotential number by the normal gravity value computed on the
 EG1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1233.degrees latitude (g = 980.6199 gals.).
 EG1233
 EG1233.The modeled gravity was interpolated from observed gravity values.
 EG1233
 EG1233;                    North         East    Units  Estimated Accuracy
 EG1233;SPC MS E     -   530,240.      282,380.      MT  (+/- 180 meters Scaled)
 EG1233
 EG1233                          SUPERSEDED SURVEY CONTROL
 EG1233
 EG1233  NGVD 29 (??/??/92)  129.331  (m)          424.31   (f) ADJ UNCH    2 0
 EG1233
 EG1233.Superseded values are not recommended for survey control.
 EG1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1233.See file dsdata.txt to determine how the superseded data were derived.
 EG1233
 EG1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC136952(NAD 83)
 EG1233_MARKER: DB = BENCH MARK DISK
 EG1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1233_SP_SET: CONCRETE POST
 EG1233_STAMPING: APL V 27 1977
 EG1233_PROJECTION: PROJECTING 8 CENTIMETERS
 EG1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1233+STABILITY: SURFACE MOTION
 EG1233
 EG1233  HISTORY     - Date     Condition        Report By
 EG1233  HISTORY     - 1977     MONUMENTED       MSHD
 EG1233
 EG1233                          STATION DESCRIPTION
 EG1233
 EG1233'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1233'3.0 MI NORTH FROM PONTOTOC.
 EG1233'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1233'FOR 0.4 MILE TO HIGHWAY 6. TURN LEFT AND FOLLOW STATE HIGHWAYS 15
 EG1233'AND 6 WEST FOR 0.7 MILE TO WHERE THE HIGHWAYS BEAR RIGHT AND JUNCTION
 EG1233'WITH HIGHWAY 336. TURN RIGHT AND GO 0.4 MILE TO HIGHWAY 15 BYPASS.
 EG1233'TURN RIGHT AND GO 1.7 MILES TO THE MARK ON THE RIGHT. THE MARK IS
 EG1233'LOCATED ABOUT 3 MILES NORTH OF DOWNTOWN PONTOTOC, ON STATE HIGHWAY 15
 EG1233'RIGHT OF WAY IN SECTION 19, T 9S, R 3E. IT IS 58 FEET EAST OF THE
 EG1233'CENTERLINE OF STATE HIGHWAY 15, 223 FEET SOUTH OF A T FENCE INTERSEC-
 EG1233'TION, 3 FEET EAST OF A POWERLINE POLE, 2 FEET WEST OF A FENCE, 1 FOOT
 EG1233'EAST OF A METAL WITNESS SIGNPOST AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1234 ***********************************************************************
 EG1234  DESIGNATION -  APL V 28 MSHD
 EG1234  PID         -  EG1234
 EG1234  STATE/COUNTY-  MS/PONTOTOC
 EG1234  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1234
 EG1234                         *CURRENT SURVEY CONTROL
 EG1234  ___________________________________________________________________
 EG1234* NAD 83(1986)-  34 17 43.     (N)    089 01 40.     (W)     SCALED    
 EG1234* NAVD 88     -       122.091  (meters)     400.56   (feet)  ADJUSTED  
 EG1234  ___________________________________________________________________
 EG1234  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EG1234  DYNAMIC HT  -         121.970 (meters)     400.16  (feet)  COMP
 EG1234  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 EG1234
 EG1234  VERT ORDER  -  SECOND    CLASS 0
 EG1234
 EG1234.The horizontal coordinates were scaled from a topographic map and have
 EG1234.an estimated accuracy of +/- 6 seconds.
 EG1234
 EG1234.The orthometric height was determined by differential leveling
 EG1234.and adjusted in June 1991.
 EG1234
 EG1234.The geoid height was determined by GEOID03.
 EG1234
 EG1234.The dynamic height is computed by dividing the NAVD 88
 EG1234.geopotential number by the normal gravity value computed on the
 EG1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1234.degrees latitude (g = 980.6199 gals.).
 EG1234
 EG1234.The modeled gravity was interpolated from observed gravity values.
 EG1234
 EG1234;                    North         East    Units  Estimated Accuracy
 EG1234;SPC MS E     -   531,720.      282,100.      MT  (+/- 180 meters Scaled)
 EG1234
 EG1234                          SUPERSEDED SURVEY CONTROL
 EG1234
 EG1234  NGVD 29 (??/??/92)  122.036  (m)          400.38   (f) ADJ UNCH    2 0
 EG1234
 EG1234.Superseded values are not recommended for survey control.
 EG1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1234.See file dsdata.txt to determine how the superseded data were derived.
 EG1234
 EG1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC133967(NAD 83)
 EG1234_MARKER: DB = BENCH MARK DISK
 EG1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1234_SP_SET: CONCRETE POST
 EG1234_STAMPING: APL V 28 1977
 EG1234_PROJECTION: PROJECTING 10 CENTIMETERS
 EG1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1234+STABILITY: SURFACE MOTION
 EG1234
 EG1234  HISTORY     - Date     Condition        Report By
 EG1234  HISTORY     - 1977     MONUMENTED       MSHD
 EG1234
 EG1234                          STATION DESCRIPTION
 EG1234
 EG1234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1234'4.0 MI NORTH FROM PONTOTOC.
 EG1234'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1234'FOR 0.4 MILE TO STATE HIGHWAY 6. TURN LEFT AND GO WEST ON HIGHWAYS 6
 EG1234'AND 15 FOR 0.7 MILE TO STATE HIGHWAY 336 AND WHERE HIGHWAY 15 BEARS
 EG1234'RIGHT, TURN RIGHT AND GO 0.4 MILE TO HIGHWAY 15 BYPASS, TURN RIGHT AND
 EG1234'GO 2.75 MILES TO THE MARK ON THE RIGHT. THE MARK IS LOCATED ABOUT 4
 EG1234'MILES NORTH OF DOWNTOWN PONTOTOC, ON STATE HIGHWAY 15 RIGHT OF WAY IN
 EG1234'SECTION 18, T 9S, R 3E AND 0.1 MILE NORTH OF A FURNITURE FACTORY. IT
 EG1234'IS 94 FEET NORTH OF A POWERLINE POLE, 59 FEET EAST OF THE CENTERLINE
 EG1234'OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE CORNER, 1 FOOT EAST OF A METAL
 EG1234'WITNESS SIGNPOST AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1235 ***********************************************************************
 EG1235  DESIGNATION -  APL V 29 MSHD
 EG1235  PID         -  EG1235
 EG1235  STATE/COUNTY-  MS/PONTOTOC
 EG1235  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1235
 EG1235                         *CURRENT SURVEY CONTROL
 EG1235  ___________________________________________________________________
 EG1235* NAD 83(1986)-  34 18 05.     (N)    089 01 55.     (W)     SCALED    
 EG1235* NAVD 88     -       112.510  (meters)     369.13   (feet)  ADJUSTED  
 EG1235  ___________________________________________________________________
 EG1235  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG1235  DYNAMIC HT  -         112.399 (meters)     368.76  (feet)  COMP
 EG1235  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 EG1235
 EG1235  VERT ORDER  -  SECOND    CLASS 0
 EG1235
 EG1235.The horizontal coordinates were scaled from a topographic map and have
 EG1235.an estimated accuracy of +/- 6 seconds.
 EG1235
 EG1235.The orthometric height was determined by differential leveling
 EG1235.and adjusted in June 1991.
 EG1235
 EG1235.The geoid height was determined by GEOID03.
 EG1235
 EG1235.The dynamic height is computed by dividing the NAVD 88
 EG1235.geopotential number by the normal gravity value computed on the
 EG1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1235.degrees latitude (g = 980.6199 gals.).
 EG1235
 EG1235.The modeled gravity was interpolated from observed gravity values.
 EG1235
 EG1235;                    North         East    Units  Estimated Accuracy
 EG1235;SPC MS E     -   532,400.      281,720.      MT  (+/- 180 meters Scaled)
 EG1235
 EG1235                          SUPERSEDED SURVEY CONTROL
 EG1235
 EG1235  NGVD 29 (??/??/92)  112.456  (m)          368.95   (f) ADJ UNCH    2 0
 EG1235
 EG1235.Superseded values are not recommended for survey control.
 EG1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1235.See file dsdata.txt to determine how the superseded data were derived.
 EG1235
 EG1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC130974(NAD 83)
 EG1235_MARKER: DB = BENCH MARK DISK
 EG1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1235_SP_SET: CONCRETE POST
 EG1235_STAMPING: APL V 29 1977
 EG1235_PROJECTION: FLUSH
 EG1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1235+STABILITY: SURFACE MOTION
 EG1235
 EG1235  HISTORY     - Date     Condition        Report By
 EG1235  HISTORY     - 1977     MONUMENTED       MSHD
 EG1235
 EG1235                          STATION DESCRIPTION
 EG1235
 EG1235'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1235'4.5 MI NORTH FROM PONTOTOC.
 EG1235'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1235'FOR 0.4 MILE TO STATE HIGHWAY 6. TURN LEFT AND GO WEST FOR 0.7 MILE TO
 EG1235'STATE HIGHWAY 336 AND WHERE HIGHWAY 15 BEARS RIGHT, TURN RIGHT AND GO
 EG1235'0.4 MILE TO HIGHWAY 15 BYPASS. TURN RIGHT AND GO NORTH ON HIGHWAY 3.4
 EG1235'MILES TO THE BRIDGE AND THE MARK ON THE RIGHT. THE MARK IS LOCATED
 EG1235'ABOUT 4.5 MILES NORTH OF A DOWNTOWN PONTOTOC, ON STATE HIGHWAY 15
 EG1235'RIGHT OF WAY IN SECTION 18, T 9S, R 3E AND IN THE NORTHEAST BASE OF A
 EG1235'BRIDGE OVER LAPPATUBBY CREEK. IT IS A DISK SET IN CEMENT IN A DRILL
 EG1235'HOLE AT THE BASE OF THE NORTHEAST ABUTMENT OF THE BRIDGE, 17.5 FEET
 EG1235'EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS
 EG1235'SIGNPOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1242 ***********************************************************************
 EG1242  DESIGNATION -  APL V 3
 EG1242  PID         -  EG1242
 EG1242  STATE/COUNTY-  MS/PONTOTOC
 EG1242  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1242
 EG1242                         *CURRENT SURVEY CONTROL
 EG1242  ___________________________________________________________________
 EG1242* NAD 83(1986)-  34 15 25.     (N)    089 00 05.     (W)     SCALED    
 EG1242* NAVD 88     -       148.551  (meters)     487.37   (feet)  ADJUSTED  
 EG1242  ___________________________________________________________________
 EG1242  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1242  DYNAMIC HT  -         148.403 (meters)     486.89  (feet)  COMP
 EG1242  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 EG1242
 EG1242  VERT ORDER  -  SECOND    CLASS 0
 EG1242
 EG1242.The horizontal coordinates were scaled from a topographic map and have
 EG1242.an estimated accuracy of +/- 6 seconds.
 EG1242
 EG1242.The orthometric height was determined by differential leveling
 EG1242.and adjusted in June 1991.
 EG1242
 EG1242.The geoid height was determined by GEOID03.
 EG1242
 EG1242.The dynamic height is computed by dividing the NAVD 88
 EG1242.geopotential number by the normal gravity value computed on the
 EG1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1242.degrees latitude (g = 980.6199 gals.).
 EG1242
 EG1242.The modeled gravity was interpolated from observed gravity values.
 EG1242
 EG1242;                    North         East    Units  Estimated Accuracy
 EG1242;SPC MS E     -   527,460.      284,520.      MT  (+/- 180 meters Scaled)
 EG1242
 EG1242                          SUPERSEDED SURVEY CONTROL
 EG1242
 EG1242  NGVD 29 (??/??/92)  148.494  (m)          487.18   (f) ADJ UNCH    2 0
 EG1242
 EG1242.Superseded values are not recommended for survey control.
 EG1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1242.See file dsdata.txt to determine how the superseded data were derived.
 EG1242
 EG1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC157924(NAD 83)
 EG1242_MARKER: DR = REFERENCE MARK DISK
 EG1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1242_SP_SET: CONCRETE POST
 EG1242_STAMPING: APL V 3 1977
 EG1242_MARK LOGO: MSHD  
 EG1242_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1242+STABILITY: SURFACE MOTION
 EG1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1242+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1985
 EG1242
 EG1242  HISTORY     - Date     Condition        Report By
 EG1242  HISTORY     - 1977     MONUMENTED       MSHD
 EG1242  HISTORY     - 19850403 GOOD             MSHD
 EG1242
 EG1242                          STATION DESCRIPTION
 EG1242
 EG1242'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1242'0.8 MI NORTH FROM PONTOTOC.
 EG1242'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1242'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9, CONTINUE NORTH ON HIGHWAY 9
 EG1242'FOR 0.4 MILE TO THE JUNCTION OF 345 AND THE MARK AS DESCRIBED. THE
 EG1242'MARK IS LOCATED AT THE INTERSECTION OF STATE HIGHWAYS 9 AND 345 AT THE
 EG1242'NORTH EDGE OF PONTOTOC, IN SECTION 32, T 9S, R 3E. IT IS 26 FEET WEST
 EG1242'OF THE CENTER OF THE SOUTH BOUND LAND OF HIGHWAY 345, 62 FEET NORTH
 EG1242'WEST OF A FIREPLUG, 12 FEET EAST OF A 6 INCH CEDAR, 20 FEET NOOTH OF A
 EG1242'DIRVEWAY, 3 FEET NORTH OF POWERLINE POLE NO. 2, 1 FOOT SOUTH OF A
 EG1242'METAL WITNESS SIGNPOST, A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG1242'CONCRETE POST PROJECTING 2 INCHES.
 EG1242
 EG1242                          STATION RECOVERY (1985)
 EG1242
 EG1242'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1236 ***********************************************************************
 EG1236  DESIGNATION -  APL V 30 MSHD
 EG1236  PID         -  EG1236
 EG1236  STATE/COUNTY-  MS/PONTOTOC
 EG1236  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1236
 EG1236                         *CURRENT SURVEY CONTROL
 EG1236  ___________________________________________________________________
 EG1236* NAD 83(1986)-  34 18 05.     (N)    089 00 58.     (W)     SCALED    
 EG1236* NAVD 88     -       115.043  (meters)     377.44   (feet)  ADJUSTED  
 EG1236  ___________________________________________________________________
 EG1236  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EG1236  DYNAMIC HT  -         114.929 (meters)     377.06  (feet)  COMP
 EG1236  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 EG1236
 EG1236  VERT ORDER  -  SECOND    CLASS 0
 EG1236
 EG1236.The horizontal coordinates were scaled from a topographic map and have
 EG1236.an estimated accuracy of +/- 6 seconds.
 EG1236
 EG1236.The orthometric height was determined by differential leveling
 EG1236.and adjusted in June 1991.
 EG1236
 EG1236.The geoid height was determined by GEOID03.
 EG1236
 EG1236.The dynamic height is computed by dividing the NAVD 88
 EG1236.geopotential number by the normal gravity value computed on the
 EG1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1236.degrees latitude (g = 980.6199 gals.).
 EG1236
 EG1236.The modeled gravity was interpolated from observed gravity values.
 EG1236
 EG1236;                    North         East    Units  Estimated Accuracy
 EG1236;SPC MS E     -   532,390.      283,180.      MT  (+/- 180 meters Scaled)
 EG1236
 EG1236                          SUPERSEDED SURVEY CONTROL
 EG1236
 EG1236  NGVD 29 (??/??/92)  114.988  (m)          377.26   (f) ADJ UNCH    2 0
 EG1236
 EG1236.Superseded values are not recommended for survey control.
 EG1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1236.See file dsdata.txt to determine how the superseded data were derived.
 EG1236
 EG1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC144974(NAD 83)
 EG1236_MARKER: DB = BENCH MARK DISK
 EG1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1236_SP_SET: CONCRETE POST
 EG1236_STAMPING: APL V 30 1977
 EG1236_PROJECTION: PROJECTING 3 CENTIMETERS
 EG1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1236+STABILITY: SURFACE MOTION
 EG1236
 EG1236  HISTORY     - Date     Condition        Report By
 EG1236  HISTORY     - 1977     MONUMENTED       MSHD
 EG1236
 EG1236                          STATION DESCRIPTION
 EG1236
 EG1236'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1236'4.0 MI NORTH FROM PONTOTOC.
 EG1236'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1236'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9, CONTINUE NORTH ON HIGHWAY 9
 EG1236'FOR 0.4 MILE TO HIGHWAY 345. CONTINUE NORTH ON HIGHWAY 345 FOR 1.85
 EG1236'MILES TO A GRAVEL SIDE ROAD LEFT. TURN LEFT AND GO WEST AND NORTH 20
 EG1236'MILES TO A FIELD ROAD ON THE LEFT, 0.1 MILE PAST A SMALL CREEK. TURN
 EG1236'LEFT AND FOLLOW THE FIELD ROAD ALONG EDGE OF FIELD PASSING A BARN AND
 EG1236'AN OLD HOUSE SITE ON THE RIGHT FOR 0.4 MILE TO THE RAILROAD AND THE
 EG1236'MARK ON THE RIGHT. THE MARK IS LOCATED ABOUT 4 MILES NORTH OF DOWNTOWN
 EG1236'PONTOTOC, IN SECTION 17, T 9S, R 3E AND ON I.C.G. RAILROAD RIGHT OF
 EG1236'WAY. IT IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 56.5 FEET NORTH
 EG1236'WEST OF A FENCE CORNER, 24 FEET EAST OF THE EAST RAIL, 24 FEET WEST
 EG1236'OF A FENCE, 4 FEET WEST OF TELEGRAPH POLE NO. 307-705H, 1 FOOT EAST OF
 EG1236'A METAL WITNESS SIGNPOST, PROJECTING 1 INCH AND IS A DISK SET IN TOP
 EG1236'OF A 12 INCH ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1237 ***********************************************************************
 EG1237  DESIGNATION -  APL V 31 MSHD
 EG1237  PID         -  EG1237
 EG1237  STATE/COUNTY-  MS/PONTOTOC
 EG1237  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1237
 EG1237                         *CURRENT SURVEY CONTROL
 EG1237  ___________________________________________________________________
 EG1237* NAD 83(1986)-  34 18 25.     (N)    089 00 22.     (W)     SCALED    
 EG1237* NAVD 88     -       120.652  (meters)     395.84   (feet)  ADJUSTED  
 EG1237  ___________________________________________________________________
 EG1237  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EG1237  DYNAMIC HT  -         120.532 (meters)     395.45  (feet)  COMP
 EG1237  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 EG1237
 EG1237  VERT ORDER  -  SECOND    CLASS 0
 EG1237
 EG1237.The horizontal coordinates were scaled from a topographic map and have
 EG1237.an estimated accuracy of +/- 6 seconds.
 EG1237
 EG1237.The orthometric height was determined by differential leveling
 EG1237.and adjusted in June 1991.
 EG1237
 EG1237.The geoid height was determined by GEOID03.
 EG1237
 EG1237.The dynamic height is computed by dividing the NAVD 88
 EG1237.geopotential number by the normal gravity value computed on the
 EG1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1237.degrees latitude (g = 980.6199 gals.).
 EG1237
 EG1237.The modeled gravity was interpolated from observed gravity values.
 EG1237
 EG1237;                    North         East    Units  Estimated Accuracy
 EG1237;SPC MS E     -   533,010.      284,100.      MT  (+/- 180 meters Scaled)
 EG1237
 EG1237                          SUPERSEDED SURVEY CONTROL
 EG1237
 EG1237  NGVD 29 (??/??/92)  120.597  (m)          395.66   (f) ADJ UNCH    2 0
 EG1237
 EG1237.Superseded values are not recommended for survey control.
 EG1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1237.See file dsdata.txt to determine how the superseded data were derived.
 EG1237
 EG1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC153980(NAD 83)
 EG1237_MARKER: DB = BENCH MARK DISK
 EG1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1237_SP_SET: CONCRETE POST
 EG1237_STAMPING: APL V 31 1977
 EG1237_PROJECTION: PROJECTING 10 CENTIMETERS
 EG1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1237+STABILITY: SURFACE MOTION
 EG1237
 EG1237  HISTORY     - Date     Condition        Report By
 EG1237  HISTORY     - 1977     MONUMENTED       MSHD
 EG1237
 EG1237                          STATION DESCRIPTION
 EG1237
 EG1237'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1237'4.0 MI NORTH FROM PONTOTOC.
 EG1237'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1237'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1237'FOR 0.4 MILE TO HIGHWAY 345. CONTINUE NORTH ON HIGHWAY 345 FOR 3.4
 EG1237'MILES TO A GRAVEL SIDE ROAD LEFT. TURN LEFT AND GO 1.05 MILES TO A
 EG1237'CURVE AFTER CROSSING A CREEK AND THE MARK ON THE RIGHT. THE MARK IS
 EG1237'LOCATED ABOUT 4 MILES NORTH OF DOWNTOWN PONTOTOC, IN SECTION 17,
 EG1237'T 9S, R 3E. IT IS 22 FEET NOOTH OF THE CENTER OF THE ROAD, 1 FOOT
 EG1237'NOOTH OF A METAL WITNESS POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 EG1237'ROAD AND PROJECTS 4 INCHES. A DISK SET IN THE TOP OF A 12 INCH ROUND
 EG1237'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1238 ***********************************************************************
 EG1238  DESIGNATION -  APL V 32 MSHD
 EG1238  PID         -  EG1238
 EG1238  STATE/COUNTY-  MS/PONTOTOC
 EG1238  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1238
 EG1238                         *CURRENT SURVEY CONTROL
 EG1238  ___________________________________________________________________
 EG1238* NAD 83(1986)-  34 18 08.     (N)    088 59 40.     (W)     SCALED    
 EG1238* NAVD 88     -       151.954  (meters)     498.54   (feet)  ADJUSTED  
 EG1238  ___________________________________________________________________
 EG1238  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EG1238  DYNAMIC HT  -         151.804 (meters)     498.04  (feet)  COMP
 EG1238  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 EG1238
 EG1238  VERT ORDER  -  SECOND    CLASS 0
 EG1238
 EG1238.The horizontal coordinates were scaled from a topographic map and have
 EG1238.an estimated accuracy of +/- 6 seconds.
 EG1238
 EG1238.The orthometric height was determined by differential leveling
 EG1238.and adjusted in June 1991.
 EG1238
 EG1238.The geoid height was determined by GEOID03.
 EG1238
 EG1238.The dynamic height is computed by dividing the NAVD 88
 EG1238.geopotential number by the normal gravity value computed on the
 EG1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1238.degrees latitude (g = 980.6199 gals.).
 EG1238
 EG1238.The modeled gravity was interpolated from observed gravity values.
 EG1238
 EG1238;                    North         East    Units  Estimated Accuracy
 EG1238;SPC MS E     -   532,480.      285,170.      MT  (+/- 180 meters Scaled)
 EG1238
 EG1238                          SUPERSEDED SURVEY CONTROL
 EG1238
 EG1238  NGVD 29 (??/??/92)  151.899  (m)          498.36   (f) ADJ UNCH    2 0
 EG1238
 EG1238.Superseded values are not recommended for survey control.
 EG1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1238.See file dsdata.txt to determine how the superseded data were derived.
 EG1238
 EG1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC164974(NAD 83)
 EG1238_MARKER: DB = BENCH MARK DISK
 EG1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1238_SP_SET: CONCRETE POST
 EG1238_STAMPING: APL V 32 1977
 EG1238_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1238+STABILITY: SURFACE MOTION
 EG1238
 EG1238  HISTORY     - Date     Condition        Report By
 EG1238  HISTORY     - 1977     MONUMENTED       MSHD
 EG1238
 EG1238                          STATION DESCRIPTION
 EG1238
 EG1238'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1238'4.0 MI NORTH FROM PONTOTOC.
 EG1238'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1238'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1238'FOR 0.4 MILE TO HIGHWAY 345 CONTINUE NORTH ON HIGHWAY 345 FOR 3.4
 EG1238'MILES TO A GRAVEL SIDE ROAD LEFT AND THE MARK ON THE LEFT. THE MARK
 EG1238'IS LOCATED ABOUT 4 MILES NORTH OF DOWNTOWN PONTOTOC ON THE RIGHT OF
 EG1238'WAY OF STATE HIGHWAY 345, IN SECTION 16, T 9S, R 3E. IT IS 82 FEET
 EG1238'WEST OF THE CENTER OF THE HIGHWAY, 110 FEET EAST NORTHEAST OF THE
 EG1238'NORTHEAST CORNER OF A BRICK HOUSE, 43 FEET SOUTH OF THE CENTER OF THE
 EG1238'GRAVEL ROAD, 60 FEET NORTHWEST OF A RIGHT OF WAY MARKER, 2 FEET EAST
 EG1238'OF A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS SIGNPOST, A DISK
 EG1238'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1241 ***********************************************************************
 EG1241  DESIGNATION -  APL V 4 MSHD
 EG1241  PID         -  EG1241
 EG1241  STATE/COUNTY-  MS/PONTOTOC
 EG1241  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1241
 EG1241                         *CURRENT SURVEY CONTROL
 EG1241  ___________________________________________________________________
 EG1241* NAD 83(1986)-  34 16 08.     (N)    089 00 04.     (W)     SCALED    
 EG1241* NAVD 88     -       135.873  (meters)     445.78   (feet)  ADJUSTED  
 EG1241  ___________________________________________________________________
 EG1241  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG1241  DYNAMIC HT  -         135.738 (meters)     445.33  (feet)  COMP
 EG1241  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 EG1241
 EG1241  VERT ORDER  -  SECOND    CLASS 0
 EG1241
 EG1241.The horizontal coordinates were scaled from a topographic map and have
 EG1241.an estimated accuracy of +/- 6 seconds.
 EG1241
 EG1241.The orthometric height was determined by differential leveling
 EG1241.and adjusted in June 1991.
 EG1241
 EG1241.The geoid height was determined by GEOID03.
 EG1241
 EG1241.The dynamic height is computed by dividing the NAVD 88
 EG1241.geopotential number by the normal gravity value computed on the
 EG1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1241.degrees latitude (g = 980.6199 gals.).
 EG1241
 EG1241.The modeled gravity was interpolated from observed gravity values.
 EG1241
 EG1241;                    North         East    Units  Estimated Accuracy
 EG1241;SPC MS E     -   528,790.      284,550.      MT  (+/- 180 meters Scaled)
 EG1241
 EG1241                          SUPERSEDED SURVEY CONTROL
 EG1241
 EG1241  NGVD 29 (??/??/92)  135.817  (m)          445.59   (f) ADJ UNCH    2 0
 EG1241
 EG1241.Superseded values are not recommended for survey control.
 EG1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1241.See file dsdata.txt to determine how the superseded data were derived.
 EG1241
 EG1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC157937(NAD 83)
 EG1241_MARKER: DB = BENCH MARK DISK
 EG1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1241_SP_SET: CONCRETE POST
 EG1241_STAMPING: APL V 4 1977
 EG1241_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1241+STABILITY: SURFACE MOTION
 EG1241
 EG1241  HISTORY     - Date     Condition        Report By
 EG1241  HISTORY     - 1977     MONUMENTED       MSHD
 EG1241  HISTORY     - 20000228 GOOD             MSHD
 EG1241
 EG1241                          STATION DESCRIPTION
 EG1241
 EG1241'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1241'1.7 MI NORTH FROM PONTOTOC.
 EG1241'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1241'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1241'FOR 0.4 MILE TO STATE HIGHWAY 345, GO NORTH ON HIGHWAY 345 FOR 0.9
 EG1241'MILE TO THE MARK ON THE LEFT AT THE BEGINNING OF A HIGHWAY CUT AT A
 EG1241'HILLTOP, AND A TURNOUT TO THE WEST. THE MARK IS LOCATED ABOUT 1.7
 EG1241'MILES NORTH OF DOWNTOWN PONTOTOC ON STATE HIGHWAY 345 RIGHT OF WAY IN
 EG1241'SECTION 29, T 9S, R 3E. IT IS 55 FEET WEST OF THE CENTER OF THE
 EG1241'HIGHWAY, 1 FOOT NORTH OF A RIGHT OF WAY MARKER, 1 FOOT SOUTHWEST OF A
 EG1241'METAL WITNESS SIGNPOST, PROJECTS 2 INCHES AND IS A DISK SET IN THE
 EG1241'TOP OF A 12 INCH ROUND CONCRET POST.
 EG1241
 EG1241                          STATION RECOVERY (2000)
 EG1241
 EG1241'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1241'NEW ORANGE WITNESS POST WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1240 ***********************************************************************
 EG1240  CBN         -  This is a Cooperative Base Network Control Station.
 EG1240  DESIGNATION -  APL V 5
 EG1240  PID         -  EG1240
 EG1240  STATE/COUNTY-  MS/PONTOTOC
 EG1240  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1240
 EG1240                         *CURRENT SURVEY CONTROL
 EG1240  ___________________________________________________________________
 EG1240* NAD 83(2007)-  34 16 49.53923(N)    088 59 55.61294(W)     ADJUSTED  
 EG1240* NAVD 88     -       121.259  (meters)     397.83   (feet)  ADJUSTED  
 EG1240  ___________________________________________________________________
 EG1240  EPOCH DATE  -        2002.00
 EG1240  X           -      92,188.972 (meters)                     COMP
 EG1240  Y           -  -5,275,073.008 (meters)                     COMP
 EG1240  Z           -   3,572,245.234 (meters)                     COMP
 EG1240  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 EG1240  ELLIP HEIGHT-          94.030 (meters)          (02/10/07) ADJUSTED
 EG1240  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG1240  DYNAMIC HT  -         121.139 (meters)     397.44  (feet)  COMP
 EG1240
 EG1240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1240  Type    PID    Designation                      North   East  Ellip
 EG1240  -------------------------------------------------------------------
 EG1240  NETWORK EG1240 APL V 5                           0.78   0.74   3.14
 EG1240  -------------------------------------------------------------------
 EG1240  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EG1240
 EG1240  VERT ORDER  -  SECOND    CLASS 0
 EG1240
 EG1240.The horizontal coordinates were established by GPS observations
 EG1240.and adjusted by the National Geodetic Survey in February 2007.
 EG1240
 EG1240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1240.The horizontal coordinates are valid at the epoch date displayed above.
 EG1240.The epoch date for horizontal control is a decimal equivalence
 EG1240.of Year/Month/Day.
 EG1240
 EG1240.The orthometric height was determined by differential leveling
 EG1240.and adjusted in June 1991.
 EG1240
 EG1240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1240
 EG1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1240
 EG1240.The ellipsoidal height was determined by GPS observations
 EG1240.and is referenced to NAD 83.
 EG1240
 EG1240.The geoid height was determined by GEOID03.
 EG1240
 EG1240.The dynamic height is computed by dividing the NAVD 88
 EG1240.geopotential number by the normal gravity value computed on the
 EG1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1240.degrees latitude (g = 980.6199 gals.).
 EG1240
 EG1240.The modeled gravity was interpolated from observed gravity values.
 EG1240
 EG1240;                    North         East     Units Scale Factor Converg.
 EG1240;SPC MS E     -   530,064.456   284,766.283   MT  0.99995286   -0 05 35.5
 EG1240;SPC MS E     - 1,739,053.14    934,270.71   sFT  0.99995286   -0 05 35.5
 EG1240;UTM  16      - 3,795,057.964   316,011.888   MT  1.00001729   -1 07 34.0
 EG1240
 EG1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1240!SPC MS E     -   0.99998524  x   0.99995286  =   0.99993810
 EG1240!UTM  16      -   0.99998524  x   1.00001729  =   1.00000253
 EG1240
 EG1240                          SUPERSEDED SURVEY CONTROL
 EG1240
 EG1240  ELLIP H (04/15/02)   94.037  (m)                       GP(       ) 4 2
 EG1240  NAD 83(1993)-  34 16 49.53907(N)    088 59 55.61268(W) AD(       ) B
 EG1240  ELLIP H (02/15/02)   94.035  (m)                       GP(       ) 4 1
 EG1240  NAVD 88 (02/15/02)  121.26   (m)          397.8    (f) LEVELING    3  
 EG1240  NGVD 29 (??/??/92)  121.204  (m)          397.65   (f) ADJ UNCH    2 0
 EG1240
 EG1240.Superseded values are not recommended for survey control.
 EG1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1240.See file dsdata.txt to determine how the superseded data were derived.
 EG1240
 EG1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC1601295058(NAD 83)
 EG1240_MARKER: DB = BENCH MARK DISK
 EG1240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1240_SP_SET: BRIDGE ABUTMENT
 EG1240_STAMPING: APL V 5 1977
 EG1240_MARK LOGO: MSHD  
 EG1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1240+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 EG1240
 EG1240  HISTORY     - Date     Condition        Report By
 EG1240  HISTORY     - 1977     MONUMENTED       MSHD
 EG1240  HISTORY     - 20000808 GOOD             MSHD
 EG1240
 EG1240                          STATION DESCRIPTION
 EG1240
 EG1240'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1240'2.5 MI NORTH FROM PONTOTOC.
 EG1240'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1240'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1240'FOR 0.4 MILE TO STATE HIGHWAY 345. CONTINUE NORTH ON STATE HIGHWAY
 EG1240'345 FOR 1.6 MILES TO THE BRIDGE AND THE MARK ON THE RIGHT. THE MARK
 EG1240'IS LOCATED IN THE BASE OF THE NOOTHEAST ABUTMENT OF A BRIDGE OVER
 EG1240'LYON CREEK ON STATE HIGHWAY 345 APPROXIMATELY 2.5 MILES NORTH OF
 EG1240'DOWNTOWN PONTOTOC, IN SECTION 21, T 9S, R 3E. IT IS A DISK SET IN
 EG1240'CEMENT IN A DRILL HOLE, 15.5 FEET EAST OF THE CENTER OF THE HIGHWAY
 EG1240'AND 1 FOOT SOUTH OF A METAL WITNESS SIGNPOST.
 EG1240
 EG1240                          STATION RECOVERY (2000)
 EG1240
 EG1240'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1240'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1243 ***********************************************************************
 EG1243  DESIGNATION -  APL V 7 MSHD
 EG1243  PID         -  EG1243
 EG1243  STATE/COUNTY-  MS/PONTOTOC
 EG1243  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1243
 EG1243                         *CURRENT SURVEY CONTROL
 EG1243  ___________________________________________________________________
 EG1243* NAD 83(1986)-  34 17 25.     (N)    088 59 00.     (W)     SCALED    
 EG1243* NAVD 88     -       145.658  (meters)     477.88   (feet)  ADJUSTED  
 EG1243  ___________________________________________________________________
 EG1243  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG1243  DYNAMIC HT  -         145.514 (meters)     477.41  (feet)  COMP
 EG1243  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EG1243
 EG1243  VERT ORDER  -  SECOND    CLASS 0
 EG1243
 EG1243.The horizontal coordinates were scaled from a topographic map and have
 EG1243.an estimated accuracy of +/- 6 seconds.
 EG1243
 EG1243.The orthometric height was determined by differential leveling
 EG1243.and adjusted in June 1991.
 EG1243
 EG1243.The geoid height was determined by GEOID03.
 EG1243
 EG1243.The dynamic height is computed by dividing the NAVD 88
 EG1243.geopotential number by the normal gravity value computed on the
 EG1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1243.degrees latitude (g = 980.6199 gals.).
 EG1243
 EG1243.The modeled gravity was interpolated from observed gravity values.
 EG1243
 EG1243;                    North         East    Units  Estimated Accuracy
 EG1243;SPC MS E     -   531,160.      286,190.      MT  (+/- 180 meters Scaled)
 EG1243
 EG1243                          SUPERSEDED SURVEY CONTROL
 EG1243
 EG1243  NGVD 29 (??/??/92)  145.604  (m)          477.70   (f) ADJ UNCH    2 0
 EG1243
 EG1243.Superseded values are not recommended for survey control.
 EG1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1243.See file dsdata.txt to determine how the superseded data were derived.
 EG1243
 EG1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC174961(NAD 83)
 EG1243_MARKER: DB = BENCH MARK DISK
 EG1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1243_SP_SET: CONCRETE POST
 EG1243_STAMPING: APL V 7 1977
 EG1243_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1243+STABILITY: SURFACE MOTION
 EG1243
 EG1243  HISTORY     - Date     Condition        Report By
 EG1243  HISTORY     - 1977     MONUMENTED       MSHD
 EG1243
 EG1243                          STATION DESCRIPTION
 EG1243
 EG1243'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1243'3.0 MI NORTH FROM PONTOTOC.
 EG1243'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1243'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1243'FOR 0.4 MILE TO STATE HIGHWAY 345. CONTINUE NORTH ON HIGHWAY 345 FOR
 EG1243'2.45 MILES TO A GRAVEL ROAD ON THE RIGHT. TURN RIGHT AND GO 0.7 MILE
 EG1243'TO THE MARK ON THE LEFT ABOUT MIDWAY UP A HILL. THE MARK IS LOCATED
 EG1243'ABOUT 3 MILES NORTH OF DOWNTOWN PONTOTOC IN SECTION 22, T 9S, R 3E.
 EG1243'IT IS 37 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 4 FEET WEST OF A
 EG1243'12 INCH OAK TREE, 1 FOOT SOUTH OF A METAL WITNESS SIGNPOST, ABOUT 4
 EG1243'FEET ABOVE THE LEVEL OF THE ROAD, PROJECTS 2 INCHES AND IS A DISK SET
 EG1243'IN THE TOP OF A 12 INCH ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1248 ***********************************************************************
 EG1248  DESIGNATION -  APL V 8 MSHD
 EG1248  PID         -  EG1248
 EG1248  STATE/COUNTY-  MS/PONTOTOC
 EG1248  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1248
 EG1248                         *CURRENT SURVEY CONTROL
 EG1248  ___________________________________________________________________
 EG1248* NAD 83(1986)-  34 16 05.     (N)    088 59 27.     (W)     SCALED    
 EG1248* NAVD 88     -       126.846  (meters)     416.16   (feet)  ADJUSTED  
 EG1248  ___________________________________________________________________
 EG1248  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1248  DYNAMIC HT  -         126.720 (meters)     415.75  (feet)  COMP
 EG1248  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 EG1248
 EG1248  VERT ORDER  -  SECOND    CLASS 0
 EG1248
 EG1248.The horizontal coordinates were scaled from a topographic map and have
 EG1248.an estimated accuracy of +/- 6 seconds.
 EG1248
 EG1248.The orthometric height was determined by differential leveling
 EG1248.and adjusted in June 1991.
 EG1248
 EG1248.The geoid height was determined by GEOID03.
 EG1248
 EG1248.The dynamic height is computed by dividing the NAVD 88
 EG1248.geopotential number by the normal gravity value computed on the
 EG1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1248.degrees latitude (g = 980.6199 gals.).
 EG1248
 EG1248.The modeled gravity was interpolated from observed gravity values.
 EG1248
 EG1248;                    North         East    Units  Estimated Accuracy
 EG1248;SPC MS E     -   528,690.      285,500.      MT  (+/- 180 meters Scaled)
 EG1248
 EG1248                          SUPERSEDED SURVEY CONTROL
 EG1248
 EG1248  NGVD 29 (??/??/92)  126.791  (m)          415.98   (f) ADJ UNCH    2 0
 EG1248
 EG1248.Superseded values are not recommended for survey control.
 EG1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1248.See file dsdata.txt to determine how the superseded data were derived.
 EG1248
 EG1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC167936(NAD 83)
 EG1248_MARKER: DB = BENCH MARK DISK
 EG1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1248_SP_SET: HEADWALL
 EG1248_STAMPING: APL V 8 1977
 EG1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1248
 EG1248  HISTORY     - Date     Condition        Report By
 EG1248  HISTORY     - 1977     MONUMENTED       MSHD
 EG1248
 EG1248                          STATION DESCRIPTION
 EG1248
 EG1248'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1248'2.0 MI NORTH FROM PONTOTOC.
 EG1248'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1248'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1248'FOR 1.4 MILES TO A 10 FOOT BY 12 FOOT CONCRETE CULVERT AND THE MARK
 EG1248'ON THE LEFT IN THE NORTH END OF THE WEST HEADWALL. THE MARK IS
 EG1248'LOCATED ABOUT 2 MILES NORTH OF PONTOTOC ON THE WEST RIGHT OF WAY OF
 EG1248'STATE HIGHWAY 9 IN SECTION 28, T 9S, R 3E. IT IS A DISK SET IN
 EG1248'CEMENT IN A DRILL HOLE, 36 FEET NORTHWEST OF THE CENTERLINE OF THE
 EG1248'HIGHWAY, 1 FOOT NORTHWEST OF A METAL WITNESS SIGNPOST AND ABOUT 8
 EG1248'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1249 ***********************************************************************
 EG1249  DESIGNATION -  APL V 9 MSHD
 EG1249  PID         -  EG1249
 EG1249  STATE/COUNTY-  MS/PONTOTOC
 EG1249  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1249
 EG1249                         *CURRENT SURVEY CONTROL
 EG1249  ___________________________________________________________________
 EG1249* NAD 83(1986)-  34 16 47.     (N)    088 58 45.     (W)     SCALED    
 EG1249* NAVD 88     -       155.096  (meters)     508.84   (feet)  ADJUSTED  
 EG1249  ___________________________________________________________________
 EG1249  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1249  DYNAMIC HT  -         154.942 (meters)     508.34  (feet)  COMP
 EG1249  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 EG1249
 EG1249  VERT ORDER  -  SECOND    CLASS 0
 EG1249
 EG1249.The horizontal coordinates were scaled from a topographic map and have
 EG1249.an estimated accuracy of +/- 6 seconds.
 EG1249
 EG1249.The orthometric height was determined by differential leveling
 EG1249.and adjusted in June 1991.
 EG1249
 EG1249.The geoid height was determined by GEOID03.
 EG1249
 EG1249.The dynamic height is computed by dividing the NAVD 88
 EG1249.geopotential number by the normal gravity value computed on the
 EG1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1249.degrees latitude (g = 980.6199 gals.).
 EG1249
 EG1249.The modeled gravity was interpolated from observed gravity values.
 EG1249
 EG1249;                    North         East    Units  Estimated Accuracy
 EG1249;SPC MS E     -   529,980.      286,570.      MT  (+/- 180 meters Scaled)
 EG1249
 EG1249                          SUPERSEDED SURVEY CONTROL
 EG1249
 EG1249  NGVD 29 (??/??/92)  155.041  (m)          508.66   (f) ADJ UNCH    2 0
 EG1249
 EG1249.Superseded values are not recommended for survey control.
 EG1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1249.See file dsdata.txt to determine how the superseded data were derived.
 EG1249
 EG1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC178949(NAD 83)
 EG1249_MARKER: DB = BENCH MARK DISK
 EG1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1249_SP_SET: CONCRETE POST
 EG1249_STAMPING: APL V 9 1977
 EG1249_PROJECTION: PROJECTING 3 CENTIMETERS
 EG1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1249+STABILITY: SURFACE MOTION
 EG1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1249+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 EG1249
 EG1249  HISTORY     - Date     Condition        Report By
 EG1249  HISTORY     - 1977     MONUMENTED       MSHD
 EG1249  HISTORY     - 20000228 GOOD             MSHD
 EG1249
 EG1249                          STATION DESCRIPTION
 EG1249
 EG1249'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1249'2.5 MI NE FROM PONTOTOC.
 EG1249'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1249'FOR 0.4 MILE TO STATE HIGHWAYS 6 AND 9. CONTINUE NORTH ON HIGHWAY 9
 EG1249'FOR 2.55 MILES TO A BRICK HOUSE ON THE RIGHT AND THE MARK IMMEDIATELY
 EG1249'AHEAD ON THE LEFT. THE MARK IS LOCATED ON THE RIGHT OF WAY OF STATE
 EG1249'HIGHWAY 9 IN SECTION 22, T 9S, R 3E. IT IS 72 FEET WEST OF THE
 EG1249'CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF POWERLINE POLE NO. 57, 2.5
 EG1249'FEET EAST OF A WIRE FENCE, 1 FOOT WEST OF A METAL WITNESS SIGNPOST, A
 EG1249'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 1
 EG1249'INCH.
 EG1249
 EG1249                          STATION RECOVERY (2000)
 EG1249
 EG1249'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1514 ***********************************************************************
 BV1514  DESIGNATION -  ARBO
 BV1514  PID         -  BV1514
 BV1514  STATE/COUNTY-  MS/PERRY
 BV1514  USGS QUAD   -  RICHTON (1964)
 BV1514
 BV1514                         *CURRENT SURVEY CONTROL
 BV1514  ___________________________________________________________________
 BV1514* NAD 83(1993)-  31 16 31.12732(N)    088 55 08.23383(W)     ADJUSTED  
 BV1514* NAVD 88     -        38.517  (meters)     126.37   (feet)  ADJUSTED  
 BV1514  ___________________________________________________________________
 BV1514  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BV1514  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BV1514  DYNAMIC HT  -          38.470 (meters)     126.21  (feet)  COMP
 BV1514  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BV1514
 BV1514  HORZ ORDER  -  SECOND
 BV1514  VERT ORDER  -  SECOND    CLASS II
 BV1514
 BV1514.The horizontal coordinates were established by classical geodetic methods
 BV1514.and adjusted by the National Geodetic Survey in May 1994.
 BV1514
 BV1514.The orthometric height was determined by differential leveling
 BV1514.and adjusted in May 1996.
 BV1514
 BV1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1514
 BV1514.The geoid height was determined by GEOID03.
 BV1514
 BV1514.The dynamic height is computed by dividing the NAVD 88
 BV1514.geopotential number by the normal gravity value computed on the
 BV1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1514.degrees latitude (g = 980.6199 gals.).
 BV1514
 BV1514.The modeled gravity was interpolated from observed gravity values.
 BV1514
 BV1514;                    North         East     Units Scale Factor Converg.
 BV1514;SPC MS E     -   196,802.843   291,846.870   MT  0.99995082   -0 02 40.0
 BV1514;SPC MS E     -   645,677.33    957,500.94   sFT  0.99995082   -0 02 40.0
 BV1514;UTM  16      - 3,461,702.756   317,317.602   MT  1.00001165   -0 59 47.4
 BV1514
 BV1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1514!SPC MS E     -   0.99999821  x   0.99995082  =   0.99994903
 BV1514!UTM  16      -   0.99999821  x   1.00001165  =   1.00000986
 BV1514
 BV1514|---------------------------------------------------------------------|
 BV1514| PID    Reference Object                     Distance      Geod. Az  |
 BV1514|                                                           dddmmss.s |
 BV1514| CF9335 ARBO RM 1                            22.750 METERS 01759     |
 BV1514| CF9336 ARBO RM 2                             6.060 METERS 09130     |
 BV1514| BV1513 HINTON                              APPROX. 1.5 KM 1860707.5 |
 BV1514|---------------------------------------------------------------------|
 BV1514
 BV1514                          SUPERSEDED SURVEY CONTROL
 BV1514
 BV1514  NAD 83(1993)-  31 16 31.13956(N)    088 55 08.22994(W) AD(       ) 2
 BV1514  NAD 83(1986)-  31 16 31.14261(N)    088 55 08.23115(W) AD(       ) 2
 BV1514  NAD 27      -  31 16 30.50400(N)    088 55 08.06500(W) AD(       ) 2
 BV1514
 BV1514.Superseded values are not recommended for survey control.
 BV1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1514.See file dsdata.txt to determine how the superseded data were derived.
 BV1514
 BV1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1731861703(NAD 83)
 BV1514_MARKER: DE = TRAVERSE STATION DISK
 BV1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1514_SP_SET: CONCRETE POST
 BV1514_STAMPING: ARBO 1921
 BV1514_MARK LOGO: CGS   
 BV1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1514+STABILITY: SURFACE MOTION
 BV1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1514+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV1514
 BV1514  HISTORY     - Date     Condition        Report By
 BV1514  HISTORY     - 1921     MONUMENTED       CGS
 BV1514  HISTORY     - 1921     GOOD             CGS
 BV1514  HISTORY     - 1966     GOOD             MSHD
 BV1514  HISTORY     - 19870203 GOOD             MSHD
 BV1514
 BV1514                          STATION DESCRIPTION
 BV1514
 BV1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1514'STATION IS 3/4 MILE N OF RAILROAD DEPOT AT HINTONVILLE, ON E (RIGHT)
 BV1514'SIDE OF TRACK, 100 METERS S OF RAILROAD BRIDGE 76/7. NEAR CENTER OF
 BV1514'CUT AT FIRST CURVE N OF HINTONVILLE 0.3 METER E OF W EDGE OF CUT,
 BV1514'7.13 METERS (23.40 FEET) E OF E AND NEAREST RAIL.
 BV1514'
 BV1514'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1514'SET IN CONCRETE.
 BV1514'
 BV1514'REFERENCE MARKS ARE ON SAME SIDE OF TRACK 0.5 METER W OF E FENCE
 BV1514'LINE.
 BV1514
 BV1514                          STATION RECOVERY (1921)
 BV1514
 BV1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 BV1514'RECOVERED IN GOOD CONDITION.
 BV1514
 BV1514                          STATION RECOVERY (1966)
 BV1514
 BV1514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1514'THE STATION WAS VISITED 2-3-66 AND WAS FOUND IN GOOD CONDITION. R.M.
 BV1514'1 WAS FOUND LEANING AND R.M. 2 HAD BEEN DAMAGED BY HEAVY EQUIPMENT.
 BV1514'
 BV1514'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BV1514'OFFICE IN RICHTON GO SOUTH ON HIGHWAY 15 FOR 5.5 MILES TO A TRACK
 BV1514'ROAD ON THE LEFT, TURN LEFT AND GO APPROXIMATELY 500 FEET TO THE
 BV1514'RAILROAD TRACK. THE MARK IS LOCATED APPROXIMATELY 200 FEET NORTH
 BV1514'UP THE RAILROAD TRACK ON THE EAST SIDE OF THE TRACK. THE STATION
 BV1514'DISK IS STAMPED ARBO (1921).
 BV1514'
 BV1514'IT IS 85.6 FEET NORTH OF A TELEPHONE POLE, 73.9 FEET SOUTH OF A
 BV1514'TELEPHONE POLE AND 26.5 FEET EAST OF EAST RAIL.
 BV1514'
 BV1514'R.M. 2 IS 88.2 FEET NORTHEAST OF TELEPHONE POLE, 44 FEET EAST OF
 BV1514'EAST RAIL, STAMPED ARBO NO. 2 AND FLUSH.
 BV1514
 BV1514                          STATION RECOVERY (1987)
 BV1514
 BV1514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1514'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV1514'MARK IS LOCATED 8.37 KM (5.20 MI) SOUTH OF RICHTON ON THE EAST R.O.W.
 BV1514'OF AN ABANDONED RAILROAD BED, 11.75 KM (7.30 MI) NORTH OF BEAUMONT,
 BV1514'1.45 KM (0.90 MI) NORTH OF HINTONVILLE IN SECTION 29, T4N, R9W.  TO
 BV1514'REACH FROM THE POST OFFICE IN RICHTON, GO SOUTH ON STATE HIGHWAY 15
 BV1514'FOR 8.85 KM (5.50 MI) TO A TRACK ROAD ON THE LEFT, TURN LEFT AND GO
 BV1514'ABOUT 152.4 M (500.0 FT) TO THE OLD RAILROAD BED AND THE MARK ABOUT
 BV1514'60.96 M (200.0 FT) NORTH UP THE OLD RAILROAD BED ON THE EAST SIDE OF
 BV1514'THE TRACK.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BV1514'CONCRETE POST.  IT IS 9.45 M (31.0 FT) EAST CENTER OLD RAILROAD BED,
 BV1514'10.82 M (35.5 FT) SOUTHWEST OF A 7 INCH OAK, 10.06 M (33.0 FT)
 BV1514'NORTHWEST OF A 9 INCH OAK ON EDGE OF BANK, 1.68 M (5.5 FT) EAST OF A 5
 BV1514'INCH OAK TREE, 0.30 M (1.0 FT) SOUTH OF A WITNESS POST, 0.76 M
 BV1514'(2.5 FT) BELOW THE LEVEL OF OLD RAILROAD BED AND PROJECTING 8 INCHES
 BV1514'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1884 ***********************************************************************
 DK1884  DESIGNATION -  ARCOLA AZ MK 3
 DK1884  PID         -  DK1884
 DK1884  STATE/COUNTY-  MS/WASHINGTON
 DK1884  USGS QUAD   -  SWAN LAKE NW (1967)
 DK1884
 DK1884                         *CURRENT SURVEY CONTROL
 DK1884  ___________________________________________________________________
 DK1884* NAD 83(1993)-  33 14 30.54122(N)    090 52 46.96208(W)     ADJUSTED  
 DK1884* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK1884  ___________________________________________________________________
 DK1884  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DK1884  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK1884  HORZ ORDER  -  SECOND
 DK1884
 DK1884.The horizontal coordinates were established by classical geodetic methods
 DK1884.and adjusted by the National Geodetic Survey in May 1994.
 DK1884
 DK1884.The orthometric height was scaled from a topographic map.
 DK1884
 DK1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1884
 DK1884.The geoid height was determined by GEOID03.
 DK1884
 DK1884;                    North         East     Units Scale Factor Converg.
 DK1884;SPC MS W     -   414,990.218   649,081.165   MT  0.99998195   -0 17 58.3
 DK1884;SPC MS W     - 1,361,513.74  2,129,527.12   sFT  0.99998195   -0 17 58.3
 DK1884;UTM  15      - 3,680,099.542   697,544.559   MT  1.00008116   +1 09 45.6
 DK1884
 DK1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1884!SPC MS W     -   0.99999853  x   0.99998195  =   0.99998048
 DK1884!UTM  15      -   0.99999853  x   1.00008116  =   1.00007969
 DK1884
 DK1884                          SUPERSEDED SURVEY CONTROL
 DK1884
 DK1884  NAD 83(1986)-  33 14 30.55289(N)    090 52 46.95659(W) AD(       ) 2
 DK1884  NAD 27      -  33 14 30.12267(N)    090 52 46.59490(W) AD(       ) 2
 DK1884
 DK1884.Superseded values are not recommended for survey control.
 DK1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1884.See file dsdata.txt to determine how the superseded data were derived.
 DK1884
 DK1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9754580100(NAD 83)
 DK1884_MARKER: DZ = AZIMUTH MARK DISK
 DK1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1884
 DK1884  HISTORY     - Date     Condition        Report By
 DK1884  HISTORY     - 1978     MONUMENTED       NGS
 DK1884
 DK1884                          STATION DESCRIPTION
 DK1884
 DK1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DK1884'TO REACH STATION ARCOLA FROM THE JUNCTION OF U.S. HIGHWAY 61, AND
 DK1884'STATE HIGHWAY 438
 DK1884'GO WEST ON HIGHWAY 438 FOR 0.5 MILE TO JUNCTION OF OLD U.S. HIGHWAY
 DK1884'61 IN ARCOLA, TURN LEFT AND GO SOUTH ON OLD HIGHWAY 61 FOR 1.6 MILES
 DK1884'TO A FIELD ROAD ON RIGHT.
 DK1884'
 DK1884'TO REACH AZIMUTH MARK FROM FIELD ROAD LEADING WEST TO THE STATION, GO
 DK1884'SOUTH ON OLD HIGHWAY 61 FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT.
 DK1884'
 DK1884'AZIMUTH MARK IS A STANDARD DISK STAMPED---ARCOLA 1978--- SET IN TOP
 DK1884'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 23 FEET EAST
 DK1884'OF THE CENTER OF OLD HIGHWAY 61, 12 FEET WEST OF A 30 INCH OAK
 DK1884'TREE, 10 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE, 1 FOOT WEST OF
 DK1884'A METAL WITNESS POST AND SIGN AND ABOUT 1 FOOT BELOW THE LEVEL OF
 DK1884'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1892 ***********************************************************************
 DK1892  DESIGNATION -  ARCOLA MUNICIPAL TANK
 DK1892  PID         -  DK1892
 DK1892  STATE/COUNTY-  MS/WASHINGTON
 DK1892  USGS QUAD   -  ARCOLA (1967)
 DK1892
 DK1892                         *CURRENT SURVEY CONTROL
 DK1892  ___________________________________________________________________
 DK1892* NAD 83(1993)-  33 16 09.13611(N)    090 52 42.85860(W)     ADJUSTED  
 DK1892* NAVD 88     -              **(meters)            **(feet)            
 DK1892  ___________________________________________________________________
 DK1892  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DK1892  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1892  HORZ ORDER  -  THIRD
 DK1892
 DK1892.The horizontal coordinates were established by classical geodetic methods
 DK1892.and adjusted by the National Geodetic Survey in May 1994.
 DK1892
 DK1892
 DK1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1892
 DK1892.The geoid height was determined by GEOID03.
 DK1892
 DK1892;                    North         East     Units Scale Factor Converg.
 DK1892;SPC MS W     -   418,027.084   649,203.245   MT  0.99998180   -0 17 56.8
 DK1892;SPC MS W     - 1,371,477.19  2,129,927.65   sFT  0.99998180   -0 17 56.8
 DK1892;UTM  15      - 3,683,138.837   697,589.082   MT  1.00008137   +1 09 50.9
 DK1892
 DK1892                          SUPERSEDED SURVEY CONTROL
 DK1892
 DK1892  NAD 83(1986)-  33 16 09.14828(N)    090 52 42.85306(W) AD(       ) 4
 DK1892  NAD 27      -  33 16 08.71100(N)    090 52 42.49400(W) AD(       ) 3
 DK1892
 DK1892.Superseded values are not recommended for survey control.
 DK1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1892.See file dsdata.txt to determine how the superseded data were derived.
 DK1892
 DK1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9758983139(NAD 83)
 DK1892_MARKER: 53 = ELEVATED TANK
 DK1892
 DK1892  HISTORY     - Date     Condition        Report By
 DK1892  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1892  HISTORY     - 1958     GOOD             CGS
 DK1892  HISTORY     - 1967     GOOD             MSHD
 DK1892
 DK1892                          STATION DESCRIPTION
 DK1892
 DK1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1892'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  AS THIS
 DK1892'STATION HAS NOT BEEN PREVIOUSLY DESCRIBED, FOLLOWING IS A
 DK1892'COMPLETE DESCRIPTION.  THE STATION IS THE FINIAL ON THE APEX OF
 DK1892'THE TANK.  IT IS LOCATED IN THE WEST SECTION OF ARCOLA, ABOUT
 DK1892'0.05 MILE WEST OF U.S. HIGHWAY 61.  IT IS AN ELEVATED TANK
 DK1892'SUPPORTED BY A FOUR LEGGED STEEL, SKELETON FRAMEWORK, PAINTED
 DK1892'ALUMINUM IN COLOR AND 90 FEET HIGH.
 DK1892
 DK1892                          STATION RECOVERY (1967)
 DK1892
 DK1892'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1892'THE STATION WAS VISITED 5-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1892'CONDITION.
 DK1892'
 DK1892'THE STATION IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL,
 DK1892'SKELETON FRAMEWORK, PAINTED ALUMINUM IN COLOR WITH AN OVERALL HEIGHT
 DK1892'OF 90 FEET.  THE FINAL APEX WAS OBSERVED.  IT IS LOCATED IN THE
 DK1892'WESTERN SECTION OF ARCOLA APPROXIMATELY 0.1 MILE WEST OF U.S.
 DK1892'HIGHWAY 61, APPROXIMATELY 150 FEET SOUTH OF MISSISSIPPI HIGHWAY 438
 DK1892'IN THE NORTHWEST 1/4 OF SECTION I, T 16N, R 7W.
 DK1892'
 DK1892'TO REACH FROM THE U.S. POST OFFICE IN ARCOLA, GO SOUTH ON U.S.
 DK1892'HIGHWAY 61 FOR 0.05 MILE TO A SIDE STREET RIGHT.  TURN RIGHT (WEST)
 DK1892'AND CONTINUE ON A BLACKTOP STREET FOR 0.1 MILE TO THE TANK ON THE
 DK1892'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1882 ***********************************************************************
 DK1882  DESIGNATION -  ARCOLA RESET
 DK1882  PID         -  DK1882
 DK1882  STATE/COUNTY-  MS/WASHINGTON
 DK1882  USGS QUAD   -  SWAN LAKE NW (1967)
 DK1882
 DK1882                         *CURRENT SURVEY CONTROL
 DK1882  ___________________________________________________________________
 DK1882* NAD 83(1993)-  33 14 42.40545(N)    090 52 58.91721(W)     ADJUSTED  
 DK1882* NAVD 88     -        49.9    (meters)     164.     (feet)  VERTCON   
 DK1882  ___________________________________________________________________
 DK1882  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DK1882  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK1882  HORZ ORDER  -  FIRST
 DK1882
 DK1882.The horizontal coordinates were established by classical geodetic methods
 DK1882.and adjusted by the National Geodetic Survey in May 1994.
 DK1882
 DK1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1882
 DK1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1882
 DK1882.The geoid height was determined by GEOID03.
 DK1882
 DK1882;                    North         East     Units Scale Factor Converg.
 DK1882;SPC MS W     -   415,357.342   648,773.601   MT  0.99998234   -0 18 04.9
 DK1882;SPC MS W     - 1,362,718.21  2,128,518.06   sFT  0.99998234   -0 18 04.9
 DK1882;UTM  15      - 3,680,458.734   697,227.695   MT  1.00007962   +1 09 39.4
 DK1882
 DK1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1882!SPC MS W     -   0.99999633  x   0.99998234  =   0.99997867
 DK1882!UTM  15      -   0.99999633  x   1.00007962  =   1.00007595
 DK1882
 DK1882:                Primary Azimuth Mark                     Grid Az
 DK1882:SPC MS W     -  ARCOLA AZ MK                             003 56 22.9
 DK1882:UTM  15      -  ARCOLA AZ MK                             002 28 38.6
 DK1882
 DK1882|---------------------------------------------------------------------|
 DK1882| PID    Reference Object                     Distance      Geod. Az  |
 DK1882|                                                           dddmmss.s |
 DK1882| CY5169 ARCOLA AZ MK                                       0033818.0 |
 DK1882| DK1892 ARCOLA MUNICIPAL TANK               APPROX. 2.7 KM 0085026.9 |
 DK1882| DK1884 ARCOLA AZ MK 3                      478.941 METERS 1394436.7 |
 DK1882| CY5168 ARCOLA AZ MK RESET                                 1542621.8 |
 DK1882| DK1868 HOLLANDALE TWIN CO POWER MAST       APPROX. 7.6 KM 1600659.0 |
 DK1882| DK1872 HOLLANDALE MUNICIPAL TANK           APPROX. 7.8 KM 1623004.1 |
 DK1882| DK1873 HOLLANDALE MISS OIL CO TANK         APPROX. 8.3 KM 1640839.4 |
 DK1882| DK1874 ESTILL MID VALLEY PL CO MAST        APPROX. 3.6 KM 1641927.4 |
 DK1882| CY5171 ARCOLA RM 2                          13.865 METERS 22918     |
 DK1882| DK1890 TRUNKLINE GAS CO KKE 72 MAST        APPROX. 8.2 KM 2884441.8 |
 DK1882| DK2032 GREENVILLE RAD WJPR CEN MAST        APPROX.22.2 KM 3253240.4 |
 DK1882| CY5170 ARCOLA RM 1                          13.863 METERS 32909     |
 DK1882|---------------------------------------------------------------------|
 DK1882
 DK1882                          SUPERSEDED SURVEY CONTROL
 DK1882
 DK1882  NAD 83(1986)-  33 14 42.41711(N)    090 52 58.91172(W) AD(       ) 1
 DK1882  NAD 27      -  33 14 41.98700(N)    090 52 58.55000(W) AD(       ) 1
 DK1882  NGVD 29 (07/19/86)   50.0    (m)          164.     (f) VERT ANG    3  
 DK1882
 DK1882.Superseded values are not recommended for survey control.
 DK1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1882.See file dsdata.txt to determine how the superseded data were derived.
 DK1882
 DK1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9722880459(NAD 83)
 DK1882_MARKER: DS = TRIANGULATION STATION DISK
 DK1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1882
 DK1882  HISTORY     - Date     Condition        Report By
 DK1882  HISTORY     - 1939     MONUMENTED       CGS
 DK1882  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DK1882  HISTORY     - 1958     GOOD             CGS
 DK1882  HISTORY     - 1965     GOOD             CGS
 DK1882  HISTORY     - 1967     GOOD             MSHD
 DK1882  HISTORY     - 1978     GOOD             NGS
 DK1882
 DK1882                          STATION DESCRIPTION
 DK1882
 DK1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1882'THIS STATION IS LOCATED ON THE TOP AND IN CENTER OF A 40 FOOT
 DK1882'INDIAN MOUND, APPROXIMATELY 1.5 MILES SOUTH OF ARCOLA, 0.3 MILE
 DK1882'WEST OF THE RAILROAD TRACKS, IN THE SOUTHWEST QUARTER OF SEC.
 DK1882'12, T. 16 N., R. 7 W., ON THE PROPERTY OWNED BY ROBERT ALDRIDGE.
 DK1882'THE MARK PROJECTS 6 INCHES.
 DK1882'
 DK1882'TO REACH THE STATION FROM THE CENTER OF ARCOLA GO SOUTH ON
 DK1882'U.S. HIGHWAY 61 FOR 1.7 MILES TO A DIRT ROAD TO THE RIGHT,
 DK1882'TURN RIGHT AND GO 0.35 MILE TO A CROSSROAD, TURN LEFT AND GO
 DK1882'SOUTH FOR 0.1 MILE TO THE INDIAN MOUND AND THE STATION.
 DK1882'
 DK1882'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DK1882'BRONZE DISKS SET IN CONCRETE.
 DK1882'
 DK1882'REFERENCE MARK NO. 1 IS 45.30 FEET NORTHWEST OF THE STATION
 DK1882'AND PROJECTS 8 INCHES.
 DK1882'
 DK1882'REFERENCE MARK NO. 2 IS 45.30 FEET SOUTHWEST OF THE STATION
 DK1882'AND PROJECTS 8 INCHES.
 DK1882'
 DK1882'AZIMUTH MARK IS SET IN THE CONCRETE BASE OF THE SOUTHWEST LEG
 DK1882'OF THE ARCOLA GIN COMPANY TANK, IN THE SOUTHWEST PART OF ARCOLA,
 DK1882'APPROXIMATELY 1.5 MILES NORTH OF THE STATION.
 DK1882'
 DK1882'SECTION CORNER COMMON TO SECS. 1, 2, 11 AND 12, T. 16 N., R.
 DK1882'7 W., IS A ROUND COPPER CENTERED CONCRETE MARK, 6 INCHES IN
 DK1882'DIAMETER, 0.75 MILE NORTH OF THE STATION, SET IN THE CENTER
 DK1882'OF THE EAST-WEST DIRT ROAD, 69.5 FEET SOUTHEAST OF A 36-INCH OAK
 DK1882'STUMP WHICH PROJECTS 3 FEET, 19 FEET EAST OF THE CENTER LINE
 DK1882'OF THE DIRT ROAD LEADING SOUTH, 6 FEET EAST OF THE DIRT ROAD
 DK1882'LEADING NORTH.  THE MARK IS 8 INCHES BELOW THE SURFACE OF THE
 DK1882'ROAD.  ESTABLISHED BY B.B. CARMICHAEL.
 DK1882'
 DK1882'SECTION CORNER COMMON TO SECS. 11, 12, 13 AND 14, T. 16 N.,
 DK1882'R. 7 W., IS A ROUND COPPER CENTERED CONCRETE MARK, 6 INCHES
 DK1882'IN DIAMETER, SET 12 INCHES BELOW THE SURFACE OF A CULTIVATED
 DK1882'FIELD, 0.25 MILE SOUTH OF THE STATION, 43 FEET NORTH OF A DRAINAGE
 DK1882'DITCH, 41 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 DK1882'PLANTATION ROAD.  THE MARK WAS ESTABLISHED BY B.B. CARMICHAEL.
 DK1882'
 DK1882'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1882
 DK1882                          STATION RECOVERY (1957)
 DK1882
 DK1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1882'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN
 DK1882'GOOD CONDITION EXCEPT THE TOPS OF THE STATION AND REFERENCE
 DK1882'MARK 2 WERE CHIPPED ON THE EDGES.  THE LINE TO THE AZIMUTH MARK
 DK1882'WAS OBSTRUCTED.  THE OLD AZIMUTH MARK WAS DESTROYED AND A
 DK1882'NEW MARK ESTABLISHED AT THIS TIME.  THE DISTANCE FROM THE
 DK1882'STATION TO REFERENCE MARK 1 WAS FOUND TO BE 36 MILLIMETERS
 DK1882'LONGER THAN THE 1939 MEASUREMENT AND THE DISTANCE FROM THE
 DK1882'STATION TO REFERENCE MARK 2 WAS FOUND TO BE 6 MILLIMETERS
 DK1882'SHORTER THAN THE 1939 MEASUREMENT.  THE ANGLE BETWEEN THE
 DK1882'REFERENCE MARKS MISSED THE 1939 MEASUREMENT 7 MINUTES AND 19
 DK1882'SECONDS.  THESE MEASUREMENTS CREATED DOUBT AS TO THE
 DK1882'CORRECTNESS OF THE POSITION OF THE SURFACE STATION MARK.
 DK1882'HOWEVER WHEN THE SURFACE MARK WAS REMOVED, IT WAS FOUND THAT
 DK1882'IT HAD BEEN WITHIN 1 MILLIMETER OF THE UNDERGROUND MARK.  THE
 DK1882'SURFACE MARK WAS REPLACED OVER THE UNDERGROUND MARK AND
 DK1882'THE TOPS OF THE STATION MARK AND REFERENCE MARK 2 WERE
 DK1882'REPAIRED.
 DK1882'
 DK1882'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DK1882'
 DK1882'THE STATION IS ON TOP OF AND IN THE APPROXIMATE CENTER OF AN
 DK1882'INDIAN MOUND APPROXIMATELY 40 FEET HIGH, ABOUT 1.5 MILES SOUTH
 DK1882'OF ARCOLA, 0.3 MILE WEST OF THE RAILROAD, ON PROPERTY OWNED
 DK1882'BY MR. R.N. ALDRIDGE JR.  THE MARK PROJECTS 1 INCH AND THE DISK
 DK1882'IS STAMPED ARCOLA 1939.
 DK1882'
 DK1882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 DK1882'STATE HIGHWAY 438 IN ARCOLA, GO SOUTH ON HIGHWAY 61 FOR 1.7
 DK1882'MILES TO A DIRT ROAD RIGHT*.  TURN RIGHT AND GO WEST ON A DIRT
 DK1882'ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 DK1882'A DIRT ROAD FOR 0.1 MILE TO THE INDIAN MOUND AND THE STATION.
 DK1882'
 DK1882'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON
 DK1882'HIGHWAY 61 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 DK1882'
 DK1882'REFERENCE MARK 1 IS ON THE EXTREME NORTHWEST CORNER OF THE INDIAN
 DK1882'MOUND AND 10 FEET EAST OF A 10 INCH MULBERRY TREE.  THE MARK
 DK1882'PROJECTS 8 INCHES AND THE DISK IS STAMPED ARCOLA NO 1 1939.
 DK1882'
 DK1882'REFERENCE MARK 2 IS ON THE SOUTHWEST CORNER OF THE INDIAN MOUND
 DK1882'AND 5 FEET EAST OF A THORN TREE.  THE MARK PROJECTS 8 INCHES
 DK1882'AND THE DISK IS STAMPED ARCOLA NO 2 1939.
 DK1882'
 DK1882'THE AZIMUTH MARK IS 42 FEET WEST OF THE CENTERLINE OF THE
 DK1882'HIGHWAY, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TENANT
 DK1882'HOUSE, 3 FEET NORTHWEST OF A FENCE CORNER AND 2 FEET WEST OF A
 DK1882'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 DK1882'IS STAMPED ARCOLA 1939 RESET 1957.
 DK1882'
 DK1882'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DK1882
 DK1882                          STATION RECOVERY (1958)
 DK1882
 DK1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1882'THE STATION WAS RECOVERED AS DESCRIBED BY W.N. MARTIN IN 1957.
 DK1882
 DK1882                          STATION RECOVERY (1965)
 DK1882
 DK1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 DK1882'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NUMBER ONE
 DK1882'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 DK1882'MARK NUMBER TWO DISK IS BADLY SCARRED AND THE CONCRETE MONUMENT
 DK1882'HAS CHIPPED EDGES.  THE DISTANCE TO REFERENCE MARK ONE MISSED
 DK1882'THE 1957 DISTANCE .024 METERS AND THE DIRECTION MISSED THE 1957
 DK1882'DIRECTION 1 MINUTE AND 12 SECONDS.  THE DISTANCE TO REFERENCE
 DK1882'MARK TWO MISSED THE 1957 DISTANCE .007 METERS AND THE DIRECTION
 DK1882'MISSED THE 1957 DIRECTION 9 MINUTES AND 2 SECONDS.  THE
 DK1882'DIRECTION TO THE AZIMUTH MARK CHECKED THE 1957 DIRECTION.  NO
 DK1882'NOTICABLE DISPLACEMENT AT THE STATION SITE WAS EVIDENT.
 DK1882'
 DK1882'THE ROUTE TO THE STATION AND THE AZIMUTH MARK IS ADEQUATE AND
 DK1882'THE DESCRIPTION OF ALL MARKS ARE ADEQUATE EXCEPT AS MENTIONED
 DK1882'ABOVE.
 DK1882'
 DK1882'HEIGHT OF LIGHT ABOVE STATION MARK 26.00 METERS.
 DK1882
 DK1882                          STATION RECOVERY (1967)
 DK1882
 DK1882'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1882'THE STATION WAS VISITED 5-25-67 AND THE STATION R.M. 1 AND THE
 DK1882'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 2 DISK WAS
 DK1882'BATTERED SO THAT ONLY THE WORK ARCOLA COULD BE READ.
 DK1882'
 DK1882'THE STATION IS LOCATED ON THE TOP AND IN THE APPROXIMATE CENTER
 DK1882'OF AN INDIAN MOUND APPROXIMATELY 40 FEET HIGH ON LAND OWNED BY
 DK1882'MR. R.N. ALDRIDGE, JR., APPROXIMATELY 1.6 MILES SOUTHWEST OF
 DK1882'ARCOLA, 0.3 MILE WEST OF U.S. HIGHWAY 61 IN THE SOUTHWEST 1/4
 DK1882'OF SECTION 12, T 16 N, R 7 W.
 DK1882'
 DK1882'TO REACH FROM THE U.S. POST OFFICE LOCATED 0.05 MILE SOUTHWEST
 DK1882'OF THE INTERSECTION OF U.S. HIGHWAY 61 AND MISSISSIPPI HIGHWAY
 DK1882'438, GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.6 MILES TO A FIELD
 DK1882'ROAD RIGHT.  (TURN RIGHT (WEST) AND CONTINUE ON THE FIELD ROAD
 DK1882'FOR 0.3 MILE TO A FIELD CROSSROADS.  TURN LEFT (SOUTH) AND
 DK1882'CONTINUE ON A FIELD ROAD FOR 0.1 MILE TO THE INDIAN MOUND
 DK1882'AND THE MARK ON THE LEFT AS DESCRIBED).  TO REACH THE AZIMUTH
 DK1882'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.4 MILE TO THE MARK
 DK1882'ON THE RIGHT AS DESCRIBED.
 DK1882'
 DK1882'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF A 11 INCH SQUARE,
 DK1882'CONCRETE POST.
 DK1882'
 DK1882'THE STATION DISK IS STAMPED ARCOLA (1939) AND PROJECTS 8 INCHES.
 DK1882'
 DK1882'IT IS 45 FEET NORTH OF THE SOUTH EDGE OF THE MOUND AND 1 FOOT
 DK1882'SOUTHWEST OF A METAL WITNESS POST.
 DK1882'
 DK1882'R.M. 1 IS STAMPED ARCOLA (1939) NO. 1 AND PROJECTS 8 INCHES.
 DK1882'
 DK1882'IT IS 45.41 FEET NORTHWEST OF THE STATION.
 DK1882'
 DK1882'R.M. 2 IS STAMPED ARCOLA AND PROJECTS 8 INCHES.
 DK1882'
 DK1882'IT IS 45.46 FEET SOUTHWEST OF THE STATION AND 7 FEET NORTH OF
 DK1882'A PATH LEADING UP THE SOUTHWEST SIDE OF THE MOUND.
 DK1882'
 DK1882'THE AZIMUTH MARK IS STAMPED ARCOLA (1939) RESET (1957) AND
 DK1882'PROJECTS 3 INCHES.
 DK1882'
 DK1882'IT IS 59 FEET NORTHWEST OF A DANGER HIGH PRESSURE GAS LINE SIGN,
 DK1882'45 FEET WEST OF THE CENTER OF HIGHWAY 61, 40 FEET NORTHEAST
 DK1882'OF THE NORTHEAST CORNER OF A TENANT HOUSE, 10 FEET EAST
 DK1882'NORTHEAST OF A 16 INCH CHINABERRY AND 1 FOOT EAST OF A METAL
 DK1882'WITNESS POST.
 DK1882'
 DK1882'(NOTE) MR. ALDRIDGE STATED THAT ANOTHER MARK WAS SET UNDER THE
 DK1882'GROUND NEAR THE BASE OF THE WEST SIDE OF THE MOUND IN 1965.  WAS
 DK1882'UNABLE TO LOCATED THE MARK WITHOUT A DESCRIPTION.
 DK1882
 DK1882                          STATION RECOVERY (1978)
 DK1882
 DK1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DK1882'STATION WAS VISITED 8-15-78 AND ALL MARKS WERE RECOVERED IN GOOD
 DK1882'CONDITION.  THE AZIMUTH MARK WAS RELOCATED AT THIS DATE BY REQUEST OF
 DK1882'PROPERTY OWNER.  A NEW DESCRIPTION FOLLOWS--
 DK1882'
 DK1882'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF ARCOLA, 2.0 MILES
 DK1882'NORTH OF ESTILL, 0.3 MILE WEST OF OLD HIGHWAY 61, IN THE SOUTHWEST
 DK1882'QUARTER OF SECTION 12, T 16N, R 7W, ON TOP OF A HIGH INDIAN MOUND AND
 DK1882'ON PROPERTY OWNED BY R.N. ALDRIDGE.
 DK1882'
 DK1882'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 438,
 DK1882'GO WEST ON HIGHWAY 438 FOR 0.5 MILE TO JUNCTION OF OLD U.S. HIGHWAY
 DK1882'61, IN ARCOLA, TURN LEFT AND GO SOUTH ON OLD HIGHWAY 61 FOR 1.6 MILES
 DK1882'TO A FIELD ROAD ON RIGHT, TURN RIGHT AND GO WEST ON FIELD ROAD FOR
 DK1882'0.25 MILE TO RAILROAD TRACKS, CONTINUE WEST CROSSING TRACKS FOR 0.05
 DK1882'MILE TO A FIELD ROAD ON LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO
 DK1882'INDIAN MOUND AND STATION.  STATION IS BEST REACHED FROM EAST SIDE OF
 DK1882'MOUND.
 DK1882'
 DK1882'STATION IS A STANDARD DISK STAMPED---ARCOLA 1939---, SET IN TOP OF A
 DK1882'SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS ON TOP AND
 DK1882'APPROXIMATE CENTER OF INDIAN MOUND.
 DK1882'
 DK1882'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED---ARCOLA 1939 NO 1---,
 DK1882'SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 1 FOOT.  IT IS AT THE
 DK1882'EXTREME NORTHWEST CORNER OF THE INDIAN MOUND.
 DK1882'
 DK1882'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED---ARCOLA 1939 NO.2---,
 DK1882'SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 8 INCHES.  IT IS AT
 DK1882'THE SOUTHWEST CORNER OF THE INDIAN MOUND.
 DK1882'
 DK1882'AZIMUTH MARK IS A STANDARD DISK STAMPED---ARCOLA 1978---, SET IN TOP
 DK1882'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 23 FEET EAST
 DK1882'OF THE CENTER OF OLD HIGHWAY 61, 12 FEET WEST OF A 30 INCH OAK TREE,
 DK1882'10 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE, 1 FOOT WEST OF A METAL
 DK1882'WITNESS POST AND SIGN AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DK1882'HIGHWAY.
 DK1882'
 DK1882'TO REACH AZIMUTH MARK FROM FIELD ROAD LEADING WEST TO THE STATION,
 DK1882'GO SOUTH ON OLD HIGHWAY 61 FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1883 ***********************************************************************
 DK1883  DESIGNATION -  ARCOLA RM A 1965
 DK1883  PID         -  DK1883
 DK1883  STATE/COUNTY-  MS/WASHINGTON
 DK1883  USGS QUAD   -  SWAN LAKE NW (1967)
 DK1883
 DK1883                         *CURRENT SURVEY CONTROL
 DK1883  ___________________________________________________________________
 DK1883* NAD 83(1993)-  33 14 42.45122(N)    090 53 00.24769(W)     ADJUSTED  
 DK1883* NAVD 88     -        35.6    (meters)     117.     (feet)  VERTCON   
 DK1883  ___________________________________________________________________
 DK1883  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DK1883  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK1883  HORZ ORDER  -  FIRST
 DK1883
 DK1883.The horizontal coordinates were established by classical geodetic methods
 DK1883.and adjusted by the National Geodetic Survey in May 1994.
 DK1883
 DK1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1883
 DK1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1883
 DK1883.The geoid height was determined by GEOID03.
 DK1883
 DK1883;                    North         East     Units Scale Factor Converg.
 DK1883;SPC MS W     -   415,358.933   648,739.167   MT  0.99998239   -0 18 05.6
 DK1883;SPC MS W     - 1,362,723.43  2,128,405.08   sFT  0.99998239   -0 18 05.6
 DK1883;UTM  15      - 3,680,459.446   697,193.228   MT  1.00007945   +1 09 38.7
 DK1883
 DK1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1883!SPC MS W     -   0.99999857  x   0.99998239  =   0.99998096
 DK1883!UTM  15      -   0.99999857  x   1.00007945  =   1.00007802
 DK1883
 DK1883|---------------------------------------------------------------------|
 DK1883| PID    Reference Object                     Distance      Geod. Az  |
 DK1883|                                                           dddmmss.s |
 DK1883| DK1882 ARCOLA RESET                         34.471 METERS 09221     |
 DK1883| DK1890 TRUNKLINE GAS CO KKE 72 MAST        APPROX. 8.2 KM 2884847.0 |
 DK1883|---------------------------------------------------------------------|
 DK1883
 DK1883                          SUPERSEDED SURVEY CONTROL
 DK1883
 DK1883  NAD 83(1986)-  33 14 42.46288(N)    090 53 00.24207(W) AD(       ) 1
 DK1883  NAD 27      -  33 14 42.03278(N)    090 52 59.88043(W) AD(       ) 1
 DK1883  NGVD 29 (07/19/86)   35.7    (m)          117.     (f) VERT ANG    3  
 DK1883
 DK1883.Superseded values are not recommended for survey control.
 DK1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1883.See file dsdata.txt to determine how the superseded data were derived.
 DK1883
 DK1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9719380459(NAD 83)
 DK1883_MARKER: DS = TRIANGULATION STATION DISK
 DK1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1883+STABILITY: SURFACE MOTION
 DK1883
 DK1883  HISTORY     - Date     Condition        Report By
 DK1883  HISTORY     - 1965     MONUMENTED       CGS
 DK1883
 DK1883                          STATION DESCRIPTION
 DK1883
 DK1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 DK1883'STATION IS ON THE SAME PROPERTY AND AT THE SAME LOCATION
 DK1883'AS TRIANGULATION STATION ARCOLA 1939, EXCEPT IT IS AT THE
 DK1883'BASE OF THE INDIAN MOUND ON WHICH ARCOLA 1939 IS LOCATED.
 DK1883'
 DK1883'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 DK1883'ARCOLA RM A 1965 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DK1883'MONUMENT WHICH IS SET ABOUT 12 INCHES BELOW THE SURFACE OF THE
 DK1883'GROUND.  IT IS AT THE WEST BASE OF THE INDIAN MOUND, 13 FEET
 DK1883'WEST OF THE BASE AND 23-1/2 FEET EAST OF THE CENTER OF A FARM
 DK1883'ROAD.
 DK1883'
 DK1883'A TRAVERSE CONNECTION WAS MADE TO ARCOLA 1939, DISTANCE BEING
 DK1883'34.472 METERS OR 113.10 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7793 ***********************************************************************
 AJ7793  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7793  DESIGNATION -  ARIADNE
 AJ7793  PID         -  AJ7793
 AJ7793  STATE/COUNTY-  MS/PEARL RIVER
 AJ7793  USGS QUAD   -  POPLARVILLE (1986)
 AJ7793
 AJ7793                         *CURRENT SURVEY CONTROL
 AJ7793  ___________________________________________________________________
 AJ7793* NAD 83(2007)-  30 50 03.68629(N)    089 32 14.74130(W)     ADJUSTED  
 AJ7793* NAVD 88     -        99.4    (meters)     326.     (feet)  GPS OBS   
 AJ7793  ___________________________________________________________________
 AJ7793  EPOCH DATE  -        2002.00
 AJ7793  X           -      44,253.775 (meters)                     COMP
 AJ7793  Y           -  -5,481,309.336 (meters)                     COMP
 AJ7793  Z           -   3,250,174.952 (meters)                     COMP
 AJ7793  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ7793  ELLIP HEIGHT-          71.248 (meters)          (02/10/07) ADJUSTED
 AJ7793  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AJ7793
 AJ7793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7793  Type    PID    Designation                      North   East  Ellip
 AJ7793  -------------------------------------------------------------------
 AJ7793  NETWORK AJ7793 ARIADNE                           0.76   0.67   2.94
 AJ7793  -------------------------------------------------------------------
 AJ7793
 AJ7793.The horizontal coordinates were established by GPS observations
 AJ7793.and adjusted by the National Geodetic Survey in February 2007.
 AJ7793
 AJ7793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7793.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7793.The epoch date for horizontal control is a decimal equivalence
 AJ7793.of Year/Month/Day.
 AJ7793
 AJ7793.The orthometric height was determined by GPS observations and a
 AJ7793.high-resolution geoid model.
 AJ7793
 AJ7793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7793
 AJ7793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7793
 AJ7793.The ellipsoidal height was determined by GPS observations
 AJ7793.and is referenced to NAD 83.
 AJ7793
 AJ7793.The geoid height was determined by GEOID03.
 AJ7793
 AJ7793;                    North         East     Units Scale Factor Converg.
 AJ7793;SPC MS E     -   148,125.309   232,642.550   MT  1.00000595   -0 21 39.3
 AJ7793;SPC MS E     -   485,974.45    763,261.43   sFT  1.00000595   -0 21 39.3
 AJ7793;UTM  16      - 3,414,000.425   257,306.100   MT  1.00032663   -1 18 04.4
 AJ7793
 AJ7793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7793!SPC MS E     -   0.99998881  x   1.00000595  =   0.99999476
 AJ7793!UTM  16      -   0.99998881  x   1.00032663  =   1.00031544
 AJ7793
 AJ7793                          SUPERSEDED SURVEY CONTROL
 AJ7793
 AJ7793  ELLIP H (04/15/02)   71.250  (m)                       GP(       ) 4 2
 AJ7793  NAD 83(1993)-  30 50 03.68606(N)    089 32 14.74110(W) AD(       ) B
 AJ7793  ELLIP H (02/15/02)   71.244  (m)                       GP(       ) 4 1
 AJ7793
 AJ7793.Superseded values are not recommended for survey control.
 AJ7793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7793.See file dsdata.txt to determine how the superseded data were derived.
 AJ7793
 AJ7793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5730614000(NAD 83)
 AJ7793_MARKER: DD = SURVEY DISK
 AJ7793_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7793_SP_SET: ABUTMENT OF HWY BRIDGE
 AJ7793_STAMPING: ARIADNE 2000
 AJ7793_MARK LOGO: NGS   
 AJ7793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7793+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7793
 AJ7793  HISTORY     - Date     Condition        Report By
 AJ7793  HISTORY     - 2000     MONUMENTED       NGS
 AJ7793
 AJ7793                          STATION DESCRIPTION
 AJ7793
 AJ7793'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (KDS)
 AJ7793'THE STATION IS LOCATED ON THE WESTERN SIDE OF POPLARVILLE, MS, EAST OF
 AJ7793'THE INTERESECTION OF US 11 AND ROUTE 26.  TO REACH THE STATION FROM
 AJ7793'THE NORTHERN INTESECTION OF ROUTES 53 AND 26 IN POPLARVILLE, DRIVE 0.3
 AJ7793'MILES (0.5 KM) WEST ON ROUTE 26, PAST A PARK ON THE LEFT, THEN ACROSS
 AJ7793'THE BRIDGE 0.1 MILES (0.2 KM) TO THE WESTERN END AND THE STATION ON
 AJ7793'THE LEFT (SOUTH).  THE STATION CAN ALSO BE REACHED FROM THE
 AJ7793'INTERSECTION OF ROUTE 26 WITH US 11 BY DRIVING EAST ON ROUTE 26 0.4
 AJ7793'MILE (0.6 KM), PAST THE WATER TREATMENT PLANT ON THE RIGHT, TO THE
 AJ7793'STATION ON THE RIGHT BEFORE CROSSING THE BRIDGE.  THE MARK IS AN NGS
 AJ7793'DISK SET IN THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE
 AJ7793'CARRYING ROUTE 26 OVER A RAILROAD TRACK.  IT IS 1.6 FEET (0.5 M) FROM
 AJ7793'THE SW END OF THE ABUTMENT, 1.5 FEET (0.5 M) FROM THE SE FACE, 1.3
 AJ7793'FEET (0.4 M) SE OF THE SE FACE OF THE WING WALL, ABOUT 4.8 FEET (1.5
 AJ7793'M) BELOW THE LEVEL OF THE HIGHWAY, 14.1 FEET (4.3 M) SOUTH OF THE
 AJ7793'STEEL GUIDERAIL ALONG THE EDGE OF PAVEMENT, AND 47.9 FEET (14.6 M)
 AJ7793'EAST OF A WOODEN UTILITY POLE SUPPORTING ONE END OF A STOP AHEAD SIGN
 AJ7793'SUSPENDED OVER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2429 ***********************************************************************
 BH2429  DESIGNATION -  ARIEL
 BH2429  PID         -  BH2429
 BH2429  STATE/COUNTY-  MS/GEORGE
 BH2429  USGS QUAD   -  LUCEDALE (1982)
 BH2429
 BH2429                         *CURRENT SURVEY CONTROL
 BH2429  ___________________________________________________________________
 BH2429* NAD 83(1993)-  30 55 16.29421(N)    088 34 30.42271(W)     ADJUSTED  
 BH2429* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 BH2429  ___________________________________________________________________
 BH2429  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BH2429  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH2429  HORZ ORDER  -  SECOND
 BH2429
 BH2429.The horizontal coordinates were established by classical geodetic methods
 BH2429.and adjusted by the National Geodetic Survey in May 1994.
 BH2429
 BH2429.The orthometric height was scaled from a topographic map.
 BH2429
 BH2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2429
 BH2429.The geoid height was determined by GEOID03.
 BH2429
 BH2429;                    North         East     Units Scale Factor Converg.
 BH2429;SPC MS E     -   157,568.492   324,679.783   MT  0.99995751   +0 07 57.7
 BH2429;SPC MS E     -   516,955.96  1,065,220.25   sFT  0.99995751   +0 07 57.7
 BH2429;UTM  16      - 3,421,931.378   349,497.212   MT  0.99987941   -0 48 34.3
 BH2429
 BH2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2429!SPC MS E     -   0.99999489  x   0.99995751  =   0.99995240
 BH2429!UTM  16      -   0.99999489  x   0.99987941  =   0.99987430
 BH2429
 BH2429|---------------------------------------------------------------------|
 BH2429| PID    Reference Object                     Distance      Geod. Az  |
 BH2429|                                                           dddmmss.s |
 BH2429| DD8294 ARIEL RM 1                           29.600 METERS 02207     |
 BH2429| DD8295 ARIEL RM 2                           45.500 METERS 11923     |
 BH2429| BH2430 NEIL                                APPROX. 0.8 KM 1413735.2 |
 BH2429|---------------------------------------------------------------------|
 BH2429
 BH2429                          SUPERSEDED SURVEY CONTROL
 BH2429
 BH2429  NAD 83(1993)-  30 55 16.29922(N)    088 34 30.42033(W) AD(       ) 2
 BH2429  NAD 83(1986)-  30 55 16.31355(N)    088 34 30.42216(W) AD(       ) 2
 BH2429  NAD 27      -  30 55 15.64300(N)    088 34 30.34300(W) AD(       ) 2
 BH2429
 BH2429.Superseded values are not recommended for survey control.
 BH2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2429.See file dsdata.txt to determine how the superseded data were derived.
 BH2429
 BH2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4949721931(NAD 83)
 BH2429_MARKER: DS = TRIANGULATION STATION DISK
 BH2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2429
 BH2429  HISTORY     - Date     Condition        Report By
 BH2429  HISTORY     - 1921     MONUMENTED       CGS
 BH2429  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2429  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2429
 BH2429                          STATION DESCRIPTION
 BH2429
 BH2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2429'STATION IS 1 MILE S OF GULF, MOBILE AND NORTHERN DEPOT AT LUCEDALE ON
 BH2429'E (RIGHT) SIDE OF TRACK ON EXTENSION OF FORWARD TANGENT OF W (LEFT
 BH2429'RAIL AT SECOND CURVE S OF LUCEDALE 1-1/2 METERS E OF W EDGE OF E BANK
 BH2429'OF DEEP CUT AT SAID CURVE, 100 METERS N OF MILEPOST NO. 39, AND 5.83
 BH2429'METERS (19.13 FEET) E OF E AND NEAREST RAIL AT 35 DEGREE ANGLE.
 BH2429'
 BH2429'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2429'CONCRETE.
 BH2429'
 BH2429'REFERENCE MARKS ARE ON SAME (E) SIDE OF TRACK.  THEY ARE TRIANGULAR
 BH2429'BLAZES ON PINE TREES.
 BH2429
 BH2429                          STATION RECOVERY (1971)
 BH2429
 BH2429'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2429'THE STATION WAS VISITED 8-18-71 AND THE STATION MARK, REFERENCE MARK
 BH2429'NO. 1, NO. 2, WERE NOT FOUND.  THE MARK WAS PROBABLY
 BH2429'DESTROYED WHEN DIRT WAS REMOVED FROM THE BANK.
 BH2429'
 BH2429'THE STATION IS LOCATED 1 MILE SOUTH OF THE GULF, MOBILE AND NORTHERN
 BH2429'DEPOT AT LUCEDALE ON THE EAST (RIGHT) SIDE OF THE TRACK ON THE
 BH2429'EXTENSION OF THE FORWARD TANGENT OF THE WEST (LEFT) RAIL AT THE
 BH2429'SECOND CURVE SOUTH OF LUCEDALE, 1-1/2 METERS EAST OF THE WEST
 BH2429'EDGE OF THE EAST BANK OF A DEEP CUT AT SAID CURVE, 100 METERS NORTH
 BH2429'OF MILEPOST NO. 39, AND 5.83 METERS (19.13 FEET) EAST OF THE EAST AND
 BH2429'NEAREST RAIL AT A 35 DEGREE ANGLE.
 BH2429'
 BH2429'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BH2429'
 BH2429'REFERENCE MARKS ARE ON THE SAME (EAST) SIDE OF THE TRACK.  THEY ARE
 BH2429'TRIANGULAR BLAZES ON PINE TREES.
 BH2429
 BH2429                          STATION RECOVERY (1978)
 BH2429
 BH2429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH2429'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1357 ***********************************************************************
 CO1357  DESIGNATION -  ARINDER
 CO1357  PID         -  CO1357
 CO1357  STATE/COUNTY-  MS/SMITH
 CO1357  USGS QUAD   -  PINEVILLE (1968)
 CO1357
 CO1357                         *CURRENT SURVEY CONTROL
 CO1357  ___________________________________________________________________
 CO1357* NAD 83(1993)-  32 12 14.54665(N)    089 29 38.86637(W)     ADJUSTED  
 CO1357* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 CO1357  ___________________________________________________________________
 CO1357  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CO1357  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CO1357  HORZ ORDER  -  FIRST
 CO1357
 CO1357.The horizontal coordinates were established by classical geodetic methods
 CO1357.and adjusted by the National Geodetic Survey in May 1994.
 CO1357
 CO1357.The orthometric height was scaled from a topographic map.
 CO1357
 CO1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1357
 CO1357.The geoid height was determined by GEOID03.
 CO1357
 CO1357;                    North         East     Units Scale Factor Converg.
 CO1357;SPC MS E     -   299,965.423   237,700.477   MT  0.99999785   -0 21 07.8
 CO1357;SPC MS E     -   984,136.56    779,855.65   sFT  0.99999785   -0 21 07.8
 CO1357;SPC MS W     -   300,082.773   779,120.164   MT  1.00002717   +0 26 50.2
 CO1357;SPC MS W     -   984,521.56  2,556,163.40   sFT  1.00002717   +0 26 50.2
 CO1357;UTM  16      - 3,565,780.466   264,907.022   MT  1.00028163   -1 19 47.4
 CO1357
 CO1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1357!SPC MS E     -   0.99997671  x   0.99999785  =   0.99997457
 CO1357!SPC MS W     -   0.99997671  x   1.00002717  =   1.00000388
 CO1357!UTM  16      -   0.99997671  x   1.00028163  =   1.00025834
 CO1357
 CO1357:                Primary Azimuth Mark                     Grid Az
 CO1357:SPC MS E     -  FOREST MUNICIPAL TANK                    006 03 42.9
 CO1357:SPC MS W     -  FOREST MUNICIPAL TANK                    005 15 44.9
 CO1357:UTM  16      -  FOREST MUNICIPAL TANK                    007 02 22.5
 CO1357
 CO1357|---------------------------------------------------------------------|
 CO1357| PID    Reference Object                     Distance      Geod. Az  |
 CO1357|                                                           dddmmss.s |
 CO1357| CO1363 FOREST MUNICIPAL TANK               APPROX.17.7 KM 0054235.1 |
 CO1357| CF9338 ARINDER RM 1                         35.765 METERS 24834     |
 CO1357| CF9337 ARINDER AZ MK                                      3404227.3 |
 CO1357| CO1370 FOREST                              APPROX.14.3 KM 3535951.0 |
 CO1357| CF9339 ARINDER RM 2                         31.626 METERS 35521     |
 CO1357|---------------------------------------------------------------------|
 CO1357
 CO1357                          SUPERSEDED SURVEY CONTROL
 CO1357
 CO1357  NAD 83(1986)-  32 12 14.56109(N)    089 29 38.86605(W) AD(       ) 1
 CO1357  NAD 27      -  32 12 14.02400(N)    089 29 38.61900(W) AD(       ) 1
 CO1357
 CO1357.Superseded values are not recommended for survey control.
 CO1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1357.See file dsdata.txt to determine how the superseded data were derived.
 CO1357
 CO1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6490765780(NAD 83)
 CO1357_MARKER: DS = TRIANGULATION STATION DISK
 CO1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1357+STABILITY: SURFACE MOTION
 CO1357
 CO1357  HISTORY     - Date     Condition        Report By
 CO1357  HISTORY     - 1934     MONUMENTED       CGS
 CO1357  HISTORY     - 1957     GOOD             CGS
 CO1357  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CO1357  HISTORY     - 1966     GOOD             CGS
 CO1357
 CO1357                          STATION DESCRIPTION
 CO1357
 CO1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1357'ABOUT 11 MILES SOUTH OF FOREST, ABOUT 11-3/4 MILES NORTH OF
 CO1357'RALEIGH, IN THE NORTHEAST CORNER OF SEC. 8, T. 4 N., R. 8 E., ON
 CO1357'THE PROPERTY OF W.E. ARINDER, ON THE HIGHEST PART OF A RIDGE,
 CO1357'AND IN A CULTIVATED FIELD.
 CO1357'
 CO1357'TO REACH FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE IN FOREST,
 CO1357'GO SOUTH ON STATE HIGHWAY 35 FOR 12.0 MILES TO A T-ROAD (LEFT) AT
 CO1357'THE NORTH END OF AN 8-FOOT CUT, TURN LEFT HERE AND GO 0.5 MILE TO
 CO1357'A FORKS, TAKE RIGHT FORK (MAIN ROAD - AZIMUTH MARK IS 0.15 MILE
 CO1357'BEYOND THIS POINT) FOR 0.4 MILE TO A TRIANGULAR-BLAZED 12-INCH
 CO1357'PINE TREE ON THE RIGHT SIDE OF THE ROAD AT THE TOP OF THE
 CO1357'GRADE AND STATION ABOUT 90 YARDS NORTHEAST OF THIS POINT ON THE
 CO1357'HIGHEST PART OF THE HILL.
 CO1357'
 CO1357'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1357'BRONZE DISKS SET IN CONCRETE.
 CO1357'
 CO1357'REFERENCE MARK NO. 1 IS WEST OF THE STATION, IN THE SAME
 CO1357'CULTIVATED FIELD, AND ABOUT 45 YARDS EAST OF THE CENTER LINE OF
 CO1357'THE ROAD.
 CO1357'
 CO1357'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION, AND IN
 CO1357'THE SAME CULTIVATED FIELD.
 CO1357'
 CO1357'AZIMUTH MARK IS 0.35 MILE BY ROAD NORTH OF STATION, AND 15 FEET
 CO1357'EAST OF THE CENTER LINE OF THE ROAD.
 CO1357'
 CO1357'THE ARINDER PROPERTY UPON WHICH THE STATION IS LOCATED IS BEING
 CO1357'BOUGHT BY THE U.S. FOREST SERVICE FOR REFORESTATION.
 CO1357'
 CO1357'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 CO1357'
 CO1357'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1357
 CO1357                          STATION RECOVERY (1957)
 CO1357
 CO1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1357'THE STATION WAS VISITED 7-13-57 AND ALL MARKS WERE FOUND IN GOOD
 CO1357'CONDITION.
 CO1357'
 CO1357'A NEW DESCRIPTION FOLLOWS-
 CO1357'
 CO1357'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTH OF FOREST, 11.75 MILES
 CO1357'NORTH OF RALEIGH ON THE HIGHEST PART OF A HILL IN THE NORTHEAST
 CO1357'QUARTER OF SEC. 8, T. 4 N., R. 8 E., ON LAND OWNED BY TIP ARINDER
 CO1357'AND OCCUPIED BY CLAUDE ARINDER.  IT IS NEAR THE EAST EDGE OF A
 CO1357'CULTIVATED FIELD 272 FEET EAST-NORTHEAST OF THE CENTER OF A GRAVELED
 CO1357'ROAD FROM A POINT WHERE IT CROSSES THE TOP OF THE HILL.  IT IS A
 CO1357'STANDARD DISK, STAMPED ARINDER 1934, 1 FOOT BELOW THE SURFACE OF THE
 CO1357'GROUND.
 CO1357'
 CO1357'REFERENCE MARK NO. 1 IS 117.36 FEET WEST OF THE STATION, 153 FEET
 CO1357'EAST-NORTHEAST OF THE CENTER OF THE ROAD AND 20 FEET WEST OF THE
 CO1357'FIRST TERRACE WEST OF THE TOP OF THE HILL.  IT IS A STANDARD DISK,
 CO1357'STAMPED ARINDER NO 1 1934, PROJECTING 8 INCHES.
 CO1357'
 CO1357'REFERENCE MARK NO. 2 IS 102.77 FEET NORTH OF THE STATION ON THE
 CO1357'NORTH SLOPE OF THE HILL AND NEAR THE NORTH EDGE OF THE FIELD.  IT
 CO1357'IS A STANDARD DISK, STAMPED ARINDER NO 2 1934, PROJECTING 8 INCHES.
 CO1357'
 CO1357'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION 113 FEET
 CO1357'SOUTHWEST OF A SMALL WHITE HOUSE ON THE EAST SIDE OF THE ROAD, 19
 CO1357'FEET EAST OF THE CENTER OF THE ROAD, 35 FEET NORTH OF AN 18-INCH
 CO1357'PINE TREE AND 59 FEET SOUTHWEST OF A POWER POLE (END OF POWER
 CO1357'LINE).  IT IS A STANDARD DISK, STAMPED ARINDER AZI 1934,
 CO1357'PROJECTING 3 INCHES.  THE AZIMUTH MARK IS NOT VISIBLE
 CO1357'FROM THE STATION.
 CO1357'
 CO1357'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO1357'AND STATE HIGHWAY 35 IN FOREST GO SOUTH ON STATE HIGHWAY 35 FOR
 CO1357'11.4 MILES TO A SIDE ROAD LEFT IN A CURVE IN THE HIGHWAY, TURN
 CO1357'LEFT AND GO 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.15 MILE
 CO1357'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.3 MILE TO THE TOP
 CO1357'OF THE HILL AND A CULTIVATED FIELD AND THE STATION ON THE LEFT.
 CO1357
 CO1357                          STATION RECOVERY (1966)
 CO1357
 CO1357'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO1357'THE STATION WAS VISITED 3-9-66 AND WAS NOT FOUND.  R.M. 1 AND R.M.
 CO1357'2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CO1357'
 CO1357'THE STATION IS REACHED FROM THE COURTHOUSE IN RALEIGH GO NORTH
 CO1357'ON HIGHWAY 35 FOR 13.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 CO1357'AND GO 0.65 MILES TO THE AZIMUTH.  TO REACH THE STATION CONTINUE
 CO1357'FOR 0.3 MILES TO THE STATION ON THE LEFT ON THE TOP OF A BALD
 CO1357'HILL.
 CO1357'
 CO1357'IT IS 272 FEET EAST-NORTHEAST OF THE CENTER OF A GRAVEL ROAD
 CO1357'FROM A POINT WHERE IT CROSSES THE TOP OF THE HILL.
 CO1357'
 CO1357'R.M. 1 IS 153 FEET EAST-NORTHEAST OF THE CENTER OF A GRAVEL ROAD,
 CO1357'20 FEET WEST OF THE FIRST TERRACE WEST OF THE HILL, 1.5 FEET
 CO1357'EAST OF A METAL WITNESS POST, AND STAMPED ARINDER NO. 1 (1934).
 CO1357'
 CO1357'R.M. 2 IS 87 FEET SOUTH OF A FENCE AND A FOUR TRUNK GUM TREE, 10
 CO1357'FEET SOUTHEAST OF A TERRACE, AND STAMPED ARINDER NO. 2 (1934).
 CO1357'
 CO1357'THE AZIMUTH MARK IS 113 FEET SOUTHWEST OF A SMALL WHITE HOUSE
 CO1357'ON THE EAST SIDE OF THE ROAD, 59 FEET SOUTHWEST OF A POWER
 CO1357'SERVICE POLE, 35 FEET NORTH OF A 22 INCH PINE, 19 FEET EAST OF
 CO1357'THE CENTER OF A GRAVEL ROAD, 1.5 FEET EAST OF A METAL WITNESS
 CO1357'POST, AND STAMPED ARINDER AZI 1934.
 CO1357
 CO1357                          STATION RECOVERY (1966)
 CO1357
 CO1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 CO1357'THE STATION WAS VISITED 11-4-66 AND STATION MARK, AZIMUTH MARK,
 CO1357'AND RM NO. 1 AND RM NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CO1357'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A WOODED AREA.
 CO1357'THE DISTANCE TO RM NO. 2 DIFFERED FROM THE ORIGINAL MEASUREMENT
 CO1357'BY 1 FOOT.  THE DISTANCE IS 103.76 FEET, RATHER THAN 102.77,
 CO1357'THIS WAS CHECKED IN THE FIELD.  A NEW DESCRIPTION FOLLOWS-
 CO1357'
 CO1357'THE STATION IS LOCATED 11.5 MILES N OF RALEIGH AND 11.5 MILES
 CO1357'S OF FOREST, ON THE HIGHEST PART OF A HILL, IN NE 1/4 OF SEC.
 CO1357'8, T 4 N, R 8 E, ON LAND OWNED BY TIP ARINDER.  IT IS NEAR THE
 CO1357'EAST EDGE OF A CULTIVATED FIELD, 272 FT. ENE OF A GRAVELED ROAD
 CO1357'FROM A POINT WHERE ROAD CROSSES TOP OF HILL.  IT IS A STANDARD
 CO1357'DISK STAMPED ARINDER 1934, 1 FOOT BELOW THE SURFACE OF THE
 CO1357'GROUND.
 CO1357'
 CO1357'REFERENCE MARK NO. 1 IS 117.34 FT. W OF STATION, 153 FT. ENE OF
 CO1357'THE CENTERLINE OF ROAD, 20 FT. W OF THE FIRST TERRACE WEST OF THE
 CO1357'TOP OF THE HILL.  IT IS A STANDARD DISK STAMPED ARINDER NO. 1
 CO1357'1934, PROJECTING 8 INCHES.
 CO1357'
 CO1357'REFERENCE MARK NO. 2 IS 103.76 FT. N OF STATION, ON THE NORTH
 CO1357'SLOPE OF THE HILL, NEAR THE NORTH EDGE OF THE FIELD.  IT IS A
 CO1357'STANDARD DISK STAMPED ARINDER NO. 2 1934, PROJECTING 8 INCHES.
 CO1357'
 CO1357'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 19 FT. E OF
 CO1357'THE CENTERLINE OF A GRAVELED ROAD, 113 FT. SW OF A SMALL WHITE
 CO1357'HOUSE, 35 FT. N OF AN 18-INCH TREE, 59 FT. SW OF A POWER POLE
 CO1357'(THE END OF POWERLINE).  IT IS A STANDARD DISK STAMPED ARINDER
 CO1357'AZI 1934, PROJECTING 3 INCHES.  THE AZIMUTH MARK IS
 CO1357'NOT VISIBLE FROM THE STATION.
 CO1357'
 CO1357'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CO1357'STATE HIGHWAY 35 IN FOREST, GO SOUTH ON STATE HIGHWAY 35 FOR
 CO1357'11.4 MILES TO A SIDE ROAD LEFT IN A CURVE, TURN LEFT AND GO 0.5
 CO1357'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.15 MILE TO THE AZIMUTH
 CO1357'MARK ON THE LEFT, CONTINUE 0.3 MILE TO THE TOP OF THE HILL AND
 CO1357'THE STATION ON THE LEFT.
 CO1357'
 CO1357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 11 MILES SOUTH
 CO1357'OF FOREST
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0125 ***********************************************************************
 EH0125  CBN         -  This is a Cooperative Base Network Control Station.
 EH0125  DESIGNATION -  ARKABUTLA
 EH0125  PID         -  EH0125
 EH0125  STATE/COUNTY-  MS/DE SOTO
 EH0125  USGS QUAD   -  FREES CORNERS (1982)
 EH0125
 EH0125                         *CURRENT SURVEY CONTROL
 EH0125  ___________________________________________________________________
 EH0125* NAD 83(2007)-  34 46 47.34214(N)    090 07 00.58308(W)     ADJUSTED  
 EH0125* NAVD 88     -        89.759  (meters)     294.48   (feet)  ADJUSTED  
 EH0125  ___________________________________________________________________
 EH0125  EPOCH DATE  -        2002.00
 EH0125  X           -     -10,693.659 (meters)                     COMP
 EH0125  Y           -  -5,244,439.377 (meters)                     COMP
 EH0125  Z           -   3,617,866.445 (meters)                     COMP
 EH0125  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EH0125  ELLIP HEIGHT-          62.469 (meters)          (02/10/07) ADJUSTED
 EH0125  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH0125  DYNAMIC HT  -          89.673 (meters)     294.20  (feet)  COMP
 EH0125
 EH0125  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH0125  Type    PID    Designation                      North   East  Ellip
 EH0125  -------------------------------------------------------------------
 EH0125  NETWORK EH0125 ARKABUTLA                         0.55   0.49   1.72
 EH0125  -------------------------------------------------------------------
 EH0125  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 EH0125
 EH0125  VERT ORDER  -  FIRST     CLASS I
 EH0125
 EH0125.The horizontal coordinates were established by GPS observations
 EH0125.and adjusted by the National Geodetic Survey in February 2007.
 EH0125
 EH0125.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0125.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0125.The horizontal coordinates are valid at the epoch date displayed above.
 EH0125.The epoch date for horizontal control is a decimal equivalence
 EH0125.of Year/Month/Day.
 EH0125
 EH0125.The orthometric height was determined by differential leveling
 EH0125.and adjusted in July 1994.
 EH0125
 EH0125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0125
 EH0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0125
 EH0125.The ellipsoidal height was determined by GPS observations
 EH0125.and is referenced to NAD 83.
 EH0125
 EH0125.The geoid height was determined by GEOID03.
 EH0125
 EH0125.The dynamic height is computed by dividing the NAVD 88
 EH0125.geopotential number by the normal gravity value computed on the
 EH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0125.degrees latitude (g = 980.6199 gals.).
 EH0125
 EH0125.The modeled gravity was interpolated from observed gravity values.
 EH0125
 EH0125;                    North         East     Units Scale Factor Converg.
 EH0125;SPC MS W     -   585,468.952   719,816.140   MT  0.99995484   +0 07 24.6
 EH0125;SPC MS W     - 1,920,826.05  2,361,596.79   sFT  0.99995484   +0 07 24.6
 EH0125;UTM  15      - 3,852,414.581   763,836.164   MT  1.00045804   +1 38 44.1
 EH0125
 EH0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0125!SPC MS W     -   0.99999019  x   0.99995484  =   0.99994503
 EH0125!UTM  15      -   0.99999019  x   1.00045804  =   1.00044823
 EH0125
 EH0125:                Primary Azimuth Mark                     Grid Az
 EH0125:SPC MS W     -  HERNANDO COUNTY CTHSE DOME               066 36 50.6
 EH0125:UTM  15      -  HERNANDO COUNTY CTHSE DOME               065 05 31.1
 EH0125
 EH0125|---------------------------------------------------------------------|
 EH0125| PID    Reference Object                     Distance      Geod. Az  |
 EH0125|                                                           dddmmss.s |
 EH0125| EG1858 HERNANDO COUNTY CTHSE DOME          APPROX.12.2 KM 0664415.2 |
 EH0125| EG1856 HERNANDO MUNICIPAL TANK             APPROX.12.4 KM 0671941.1 |
 EH0125| EH0127 ARKABUTLA RM 1                       42.663 METERS 10615     |
 EH0125| EH0123 P 13 3                               31.038 METERS 20403     |
 EH0125| EH0124 D 21                                 11.206 METERS 29755     |
 EH0125| CY5176 ARKABUTLA AZ MK                                    3433803.8 |
 EH0125|---------------------------------------------------------------------|
 EH0125
 EH0125                          SUPERSEDED SURVEY CONTROL
 EH0125
 EH0125  ELLIP H (09/08/03)   62.465  (m)                       GP(       ) 4 1
 EH0125  ELLIP H (04/15/02)   62.480  (m)                       GP(       ) 4 2
 EH0125  NAD 83(1993)-  34 46 47.34183(N)    090 07 00.58249(W) AD(       ) B
 EH0125  ELLIP H (02/15/02)   62.478  (m)                       GP(       ) 4 1
 EH0125  NAD 83(1993)-  34 46 47.34282(N)    090 07 00.57873(W) AD(       ) 2
 EH0125  NAD 83(1986)-  34 46 47.35288(N)    090 07 00.57947(W) AD(       ) 2
 EH0125  NAD 27      -  34 46 46.99300(N)    090 07 00.24500(W) AD(       ) 2
 EH0125  NAVD 88 (06/15/91)   89.757  (m)          294.48   (f) UNKNOWN     1 1
 EH0125  NGVD 29 (??/??/??)   89.770  (m)          294.52   (f) ADJUSTED    1 1
 EH0125
 EH0125.Superseded values are not recommended for survey control.
 EH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0125.See file dsdata.txt to determine how the superseded data were derived.
 EH0125
 EH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6383652415(NAD 83)
 EH0125_MARKER: DS = TRIANGULATION STATION DISK
 EH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0125_SP_SET: CONCRETE POST
 EH0125_STAMPING: ARKABUTLA 1956
 EH0125_MARK LOGO: CGS   
 EH0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0125+STABILITY: SURFACE MOTION
 EH0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0125+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 EH0125
 EH0125  HISTORY     - Date     Condition        Report By
 EH0125  HISTORY     - 1956     MONUMENTED       CGS
 EH0125  HISTORY     - 1966     GOOD             MSHD
 EH0125  HISTORY     - 1974     GOOD             NGS
 EH0125  HISTORY     - 1974     GOOD             NGS
 EH0125  HISTORY     - 19911112 GOOD             NGS
 EH0125  HISTORY     - 20000601 GOOD             NGS
 EH0125  HISTORY     - 20020501 GOOD             EMCINC
 EH0125  HISTORY     - 20030529 GOOD             USACE
 EH0125  HISTORY     - 20070123 GOOD             EMCINC
 EH0125
 EH0125                          STATION DESCRIPTION
 EH0125
 EH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH0125'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF COLDWATER,
 EH0125'ABOUT 7.5 MILES SOUTHWEST OF HERNANDO, ABOUT 5.5 MILES NORTH
 EH0125'OF THE VILLAGE OF ARKABUTLA, ABOUT 0.6 MILE NORTH OF THE
 EH0125'ARKABUTLA DAM, ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THE SPILLWAY,
 EH0125'ON PROPERTY OF THE U.S. ENGINEERS DEPARTMENT AND IN SECTION
 EH0125'35, T. 3 S., R. 9 W..
 EH0125'
 EH0125'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY
 EH0125'51 IN COLDWATER, GO WESTERLY ON BLACKTOP ROAD FOR 8.25 MILES
 EH0125'TO A SIDE ROAD RIGHT, (THIS SIDE ROAD IS APPROXIMATELY 0.2
 EH0125'MILE EAST OF THE VILLAGE OF ARKABUTLA.) TURN RIGHT AND GO
 EH0125'NORTHERLY ON GRAVEL ROAD FOR 3.15 MILES TO CROSSROADS, CONTINUE
 EH0125'NORTHERLY ON GRAVEL ROAD FOR 0.85 MILE TO A FORK AND THE
 EH0125'SOUTH END OF THE ARKABUTLA DAM, TAKE THE RIGHT FORK AND
 EH0125'GO NORTHWEST ON GRAVEL ROAD FOR 1.5 MILES TO THE NORTH END
 EH0125'OF THE DAM AND A SIDE ROAD LEFT, CONTINUE NORTH ON GRAVEL
 EH0125'ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 EH0125'(STATION IS APPROXIMATELY 0.1 MILE SOUTH OF THE END OF THE
 EH0125'ROAD WHICH IS AT THE SPILLWAY.)
 EH0125'
 EH0125'STATION MARK, A STANDARD DISK, STAMPED ARKABUTLA 1956, SET
 EH0125'IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 EH0125'GROUND.  IT IS 95 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 EH0125'25 FEET NORTH OF A SMALL TREE, 23 FEET SOUTH OF A 6-INCH
 EH0125'TREE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.
 EH0125'
 EH0125'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED ARKABUTLA
 EH0125'NO 1 1956, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 EH0125'8 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF A TRACK
 EH0125'ROAD AND APPROXIMATELY 6 FEET LOWER THAN THE STATION.
 EH0125'
 EH0125'U.S. CORPS OF ENGINEERS BENCH MARK P 13-3, STAMPED P 13-3,
 EH0125'A STANDARD BRASS CAP, SET IN A 3-1/2 INCH IRON PIPE WHICH
 EH0125'PROJECTS 1 FOOT.  IT IS ON A SMALL MOUND SOUTH-SOUTHWEST
 EH0125'OF THE STATION, 55 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 EH0125'AND 34 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.
 EH0125'
 EH0125'U.S. CORPS OF ENGINEERS BENCH MARK D 21, STAMPED D 21, A
 EH0125'STANDARD BRASS CAP, SET IN A 3-1/2 INCH IRON PIPE WHICH
 EH0125'PROJECTS 1 FOOT.  IT IS 64 FEET EAST OF THE CENTER OF A
 EH0125'GRAVEL ROAD AND APPROXIMATELY 1 FOOT HIGHER THAN THE STATION.
 EH0125'
 EH0125'AZIMUTH MARK, A STANDARD DISK, STAMPED ARKABUTLA 1956, SET
 EH0125'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 EH0125'IT IS 90 FEET NORTH OF THREE 10-INCH OAK TREES, 40 FEET SOUTHEAST
 EH0125'OF THE ROAD FORK, 18 FEET NORTH OF THE CENTER OF A TRACK
 EH0125'ROAD AND 1.5 FEET SOUTH OF A WHITE WITNESS POST.
 EH0125'
 EH0125'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 EH0125'GRAVEL ROAD FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK
 EH0125'AND CONTINUE SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO A FORK
 EH0125'AND THE NORTH END OF THE DAM, TAKE THE RIGHT FORK AND GO
 EH0125'WEST ON GRAVEL ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 EH0125'RIGHT AND GO NORTH AND WEST ON GRAVEL ROAD FOR 2.7 MILES
 EH0125'TO A CROSSROAD AND A STORE ON THE RIGHT AND A COTTON GIN
 EH0125'ON THE LEFT, TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD
 EH0125'(GRAVEL) EAST FOR 1.7 MILES TO A FORK AND SIGN PLANTATION
 EH0125'POINT, TAKE THE RIGHT FORK AND GO SOUTH FOR 0.1 MILE TO
 EH0125'FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.25 MILE TO FORK
 EH0125'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF ROAD FORKS.
 EH0125'
 EH0125'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH0125
 EH0125                          STATION RECOVERY (1966)
 EH0125
 EH0125'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0125'THE STATION WAS VISITED 7-14-66 AND ALL MARKS WERE FOUND
 EH0125'IN GOOD CONDITION.
 EH0125'
 EH0125'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COLDWATER
 EH0125'GO WEST ON CENTRAL STREET FOR 0.1 MILE TO THE INTERSECTION
 EH0125'OF U.S. HIGHWAY 51, CONTINUE WEST ON A BLACKTOP ROAD FOR
 EH0125'8.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (NORTH) AND CONTINUE
 EH0125'ON A BLACKTOP ROAD FOR 3.35 MILES TO A CATTLE GAP, CONTINUE
 EH0125'NORTH PASSING OVER THE CATTLE GAP FOR 2.45 MILES TO A SIDE
 EH0125'ROAD LEFT AT THE NORTH END OF ARKABUTLA DAM (CONTINUE NORTH
 EH0125'ON A BLACKTOP ROAD FOR 0.25 MILE TO A T INTERSECTION, TURN
 EH0125'LEFT NORTH-NORTHWEST AND CONTINUE ON A BLACKTOP ROAD FOR
 EH0125'0.45 MILE TO A MOUND OF DIRT AND THE STATION ON THE RIGHT
 EH0125'AS DESCRIBED).  TO REACH THE AZIMUTH TURN LEFT (SOUTHWEST)
 EH0125'AND CONTINUE ON A BLACKTOP ROAD FOR 0.25 MILE TO A SIDE
 EH0125'ROAD RIGHT, TURN RIGHT (NORTHWEST) AND CONTINUE ON A
 EH0125'BLACKTOP ROAD FOR 1.9 MILES TO MISSISSIPPI HIGHWAY 301 ON
 EH0125'THE RIGHT, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 301
 EH0125'FOR 1.05 MILES TO A CROSSROADS, TURN RIGHT
 EH0125'(EAST-NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.1 MILE
 EH0125'TO THE END OF THE BLACKTOP, CONTINUE (NORTHEAST) ON AN
 EH0125'ALL-WEATHER ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT,
 EH0125'TURN RIGHT (SOUTH) AND CONTINUE ON AN ALL-WEATHER ROAD
 EH0125'FOR 0.3 MILE TO A TRACK ROAD AND THE MARK ON THE LEFT
 EH0125'AS DESCRIBED.
 EH0125'
 EH0125'THE STATION DISK IS STAMPED ARKABUTLA (1956), 96 FEET EAST
 EH0125'OF THE CENTER OF A BLACKTOP ROAD, AND 1.9 FEET SOUTH OF
 EH0125'A METAL WITNESS POST.
 EH0125'
 EH0125'R.M. 1 IS 72.2 FEET NORTHEAST OF AN 8 INCH PINE, 30 FEET
 EH0125'SOUTH OF THE CENTER OF A BLACKTOP ROAD, AND STAMPED ARKABUTLA
 EH0125'NO. 1 (1956).
 EH0125'
 EH0125'(USE BENCH MARK D 21) IS 64 FEET EAST OF THE CENTER OF A
 EH0125'BLACKTOP ROAD AND STAMPED D 21.
 EH0125'
 EH0125'(USE BENCH MARK P 13-3) IS 56 FEET EAST OF THE CENTER OF
 EH0125'A BLACKTOP ROAD, 38.8 FEET SOUTHEAST OF A 4 INCH CONCRETE
 EH0125'POST, AND STAMPED P 13-3.
 EH0125'
 EH0125'THE AZIMUTH MARK IS 36 FEET NORTH OF CENTER OF A GRAVEL
 EH0125'ROAD, 25 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 1.7 FEET
 EH0125'EAST OF A METAL WITNESS POST, AND STAMPED ARKABUTLA (1956).
 EH0125
 EH0125                          STATION RECOVERY (1974)
 EH0125
 EH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 EH0125'THE STATION, RM 1, D 21 (USE) AND P 13-3(USE) WAS RECOVERED IN GOOD
 EH0125'CONDITION.
 EH0125'
 EH0125'THE DESCRIPTION BY MSHD, TO REACH, IS ADEQUATE.
 EH0125'340901 STATION 1017 DATED JULY 1968.
 EH0125'
 EH0125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 EH0125'LOCATED ABOUT 10 MILES NORTHWEST OF COLDWATER.
 EH0125
 EH0125                          STATION RECOVERY (1974)
 EH0125
 EH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0125'6.7 MI SSE FROM EUDORA.
 EH0125'ABOUT 5.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 301 FROM THE FIRST
 EH0125'BAPTIST CHURCH AT EUDORA, THENCE 0.9 MILE NORTH ALONG A PAVED ROAD TO
 EH0125'THE SPILLWAY AT ARKABUTLA DAM, ON THE CREST AND NEAR CENTER OF A 135
 EH0125'FT. BY 135 FT. KNOLL, 96 FEET EAST OF THE CENTER LINE OF THE PAVED
 EH0125'ROAD, 139.9 FEET WEST-NORTHWEST OF ARKABUTLA RM 1, 101.8 FEET
 EH0125'NORTH-NORTHEAST OF P13-3 (USE), 7 FEET EAST-SOUTHEAST OF D 21 (USE),
 EH0125'40 FEET WEST OF T 243, 7 FEET ABOVE LEVEL OF THE ROAD AND IN THE TOP
 EH0125'OF A CONCRETE POST FLUSH WITH THE ROAD.  SECTION 35, T 3S, R 9W.
 EH0125
 EH0125                          STATION RECOVERY (1991)
 EH0125
 EH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0125'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0125'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH0125'HIGHWAY 304, THENCE 9.4 KM (5.85 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH0125'301, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG A PAVED ROAD LEADING TO
 EH0125'THE ARKABUTLA SPILLWAY, NEAR THE CENTER OF A LARGE MOUND OF DIRT,
 EH0125'42.5 M (139.4 FT) WEST-SOUTHWEST OF REFERENCE MARK 1, 29.3 M
 EH0125'(96.1 FT) EAST OF THE ROAD CENTERLINE, 12.2 M (40.0 FT) SOUTHWEST OF
 EH0125'BENCH MARK T 243, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M
 EH0125'(1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 EH0125'GROUND SURFACE.
 EH0125
 EH0125                          STATION RECOVERY (2000)
 EH0125
 EH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH0125'RECOVERED. TO REACH THE STATION FROM THE INTERSECTION OF RTES 301 AND
 EH0125'304 IN EUDORA, MS, DRIVE SOUTH ON RTE 301 FOR 4.1 MI (6.6 KM) TO A T
 EH0125'INTERSECTION.  TURN EAST AND CONTINUE 1.8 MI (2.9 KM) ON SCENIC RTE
 EH0125'304 TO A SHARP LEFT ALONG THE WEST FACE OF AN EARTHEN DAM AND CONTINUE
 EH0125'ON A ROAD TRENDING UPWARDS, PAST A PICNIC AREA ON THE LEFT, UP TO THE
 EH0125'TOP OF THE DAM AND AHEAD, PAST A CAMPGROUND ON THE RIGHT TO A SIDE
 EH0125'ROAD RIGHT.  TURN RIGHT AND PROCEED 0.85 MI (1.37 KM) NORTH ON A PAVED
 EH0125'ROAD TO A MOUND IN A CLEARING, OVERLOOKING THE LAKE, AND THE STATION
 EH0125'ON THE RIGHT, NEAR THE TOP OF THE MOUND.  MOST TIES CHECKED
 EH0125'ADEQUATELY.  STATION IS ALSO 36.5 FT (11.1 M) SOUTHEAST OF A YELLOW
 EH0125'PIPE AND CAP MARKER AT THE HIGH SPOT ON THE MOUND, AND IS 40 FT (12.2
 EH0125'M) WEST OF BM T 243 ON THE EAST EDGE OF THE KNOLL.
 EH0125
 EH0125                          STATION RECOVERY (2002)
 EH0125
 EH0125'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH0125'FOUND AS DESCRIBED.
 EH0125' 
 EH0125'
 EH0125
 EH0125                          STATION RECOVERY (2003)
 EH0125
 EH0125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0125'RECOVERED IN GOOD CONDITION.
 EH0125
 EH0125                          STATION RECOVERY (2007)
 EH0125
 EH0125'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0128 ***********************************************************************
 EH0128  DESIGNATION -  ARKABUTLA A
 EH0128  PID         -  EH0128
 EH0128  STATE/COUNTY-  MS/DE SOTO
 EH0128  USGS QUAD   -  FREES CORNERS (1982)
 EH0128
 EH0128                         *CURRENT SURVEY CONTROL
 EH0128  ___________________________________________________________________
 EH0128* NAD 83(1986)-  34 46 54.     (N)    090 07 05.     (W)     SCALED    
 EH0128* NAVD 88     -        80.692  (meters)     264.74   (feet)  ADJUSTED  
 EH0128  ___________________________________________________________________
 EH0128  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH0128  DYNAMIC HT  -          80.615 (meters)     264.48  (feet)  COMP
 EH0128  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 EH0128
 EH0128  VERT ORDER  -  FIRST     CLASS I
 EH0128
 EH0128.The horizontal coordinates were scaled from a topographic map and have
 EH0128.an estimated accuracy of +/- 6 seconds.
 EH0128
 EH0128.The orthometric height was determined by differential leveling
 EH0128.and adjusted in June 1991.
 EH0128
 EH0128.The geoid height was determined by GEOID03.
 EH0128
 EH0128.The dynamic height is computed by dividing the NAVD 88
 EH0128.geopotential number by the normal gravity value computed on the
 EH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0128.degrees latitude (g = 980.6199 gals.).
 EH0128
 EH0128.The modeled gravity was interpolated from observed gravity values.
 EH0128
 EH0128;                    North         East    Units  Estimated Accuracy
 EH0128;SPC MS W     -   585,670.      719,700.      MT  (+/- 180 meters Scaled)
 EH0128
 EH0128                          SUPERSEDED SURVEY CONTROL
 EH0128
 EH0128  NGVD 29 (??/??/??)   80.704  (m)          264.78   (f) ADJUSTED    1 1
 EH0128
 EH0128.Superseded values are not recommended for survey control.
 EH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0128.See file dsdata.txt to determine how the superseded data were derived.
 EH0128
 EH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU637526(NAD 83)
 EH0128_MARKER: P = PIPE CAP
 EH0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0128_MARK LOGO: USE   
 EH0128_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0128+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0128
 EH0128  HISTORY     - Date     Condition        Report By
 EH0128  HISTORY     - UNK      MONUMENTED       DOD
 EH0128  HISTORY     - 1974     GOOD             NGS
 EH0128  HISTORY     - 19911112 GOOD             NGS
 EH0128  HISTORY     - 20030529 GOOD             USACE
 EH0128
 EH0128                          STATION DESCRIPTION
 EH0128
 EH0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0128'6.75 MI SSE FROM EUDORA.
 EH0128'ABOUT 5.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 301 FROM THE FIRST
 EH0128'BAPTIST CHURCH AT EUDORA, THENCE 0.95 MILE NORTH ALONG A PAVED ROAD TO
 EH0128'THE SPILLWAY AT ARKABUTLA DAM, 153.5 FEET NORTHEAST OF THE NORTHEAST
 EH0128'CORNER OF A STEEL GUARD RAILING, (AT THE END OF A PAVED ROAD), 93 FEET
 EH0128'SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE RETAINING WALL AT THE
 EH0128'SOUTH SIDE OF THE SPILLWAY.  A 1 1/2 INCH USE BRASS CAP ON TOP OF A 1
 EH0128'1/2-INCH PIPE, ENCASED IN GREASE, ACCESS TO WHICH IS HAD THROUGH A
 EH0128'3-INCH IRON PIPE WITH CAP, IN THE CENTER OF A 3 FT. BY 3 FT. CONCRETE
 EH0128'SLAB WITH AN 8-INCH CONCRETE POST AT EACH CORNER, ABOUT LEVEL WITH THE
 EH0128'CONCRETE SLAB AND 98.5 FEET BELOW LEVEL OF THE GROUND. SECTION 35, T
 EH0128'3S, R 9W.
 EH0128
 EH0128                          STATION RECOVERY (1991)
 EH0128
 EH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0128'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0128'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH0128'HIGHWAY 304, THENCE 9.4 KM (5.85 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH0128'301, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG A PAVED ROAD LEADING TO
 EH0128'THE ARKABUTLA SPILLWAY, 50.5 M (165.7 FT) NORTHEAST OF THE CENTER OF
 EH0128'THE END OF THE ROAD, 28.3 M (92.8 FT) SOUTHEAST OF THE EAST END OF
 EH0128'THE SOUTH RETAINING WALL OF THE SPILLWAY, AND 5.0 M (16.4 FT) BELOW
 EH0128'THE LEVEL OF THE ROAD.  NOTE--THE DATUM POINT IS A 1 1/2-INCH BRASS
 EH0128'CAP AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE NEAR THE CENTER OF
 EH0128'A 3-FOOT SQUARE CONCRETE SLAB AND 4 CONCRETE GUARD POSTS.  ACCESS TO
 EH0128'THE CAP IS THROUGH A 3-INCH METAL PIPE CAP.
 EH0128
 EH0128                          STATION RECOVERY (2003)
 EH0128
 EH0128'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0121 ***********************************************************************
 EH0121  DESIGNATION -  ARKABUTLA B
 EH0121  PID         -  EH0121
 EH0121  STATE/COUNTY-  MS/DE SOTO
 EH0121  USGS QUAD   -  BANKS (1982)
 EH0121
 EH0121                         *CURRENT SURVEY CONTROL
 EH0121  ___________________________________________________________________
 EH0121* NAD 83(1986)-  34 45 31.     (N)    090 07 32.     (W)     SCALED    
 EH0121* NAVD 88     -        60.893  (meters)     199.78   (feet)  ADJUSTED  
 EH0121  ___________________________________________________________________
 EH0121  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EH0121  DYNAMIC HT  -          60.835 (meters)     199.59  (feet)  COMP
 EH0121  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 EH0121
 EH0121  VERT ORDER  -  FIRST     CLASS I
 EH0121
 EH0121.The horizontal coordinates were scaled from a topographic map and have
 EH0121.an estimated accuracy of +/- 6 seconds.
 EH0121
 EH0121.The orthometric height was determined by differential leveling
 EH0121.and adjusted in June 1991.
 EH0121
 EH0121.The geoid height was determined by GEOID03.
 EH0121
 EH0121.The dynamic height is computed by dividing the NAVD 88
 EH0121.geopotential number by the normal gravity value computed on the
 EH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0121.degrees latitude (g = 980.6199 gals.).
 EH0121
 EH0121.The modeled gravity was interpolated from observed gravity values.
 EH0121
 EH0121;                    North         East    Units  Estimated Accuracy
 EH0121;SPC MS W     -   583,120.      719,020.      MT  (+/- 180 meters Scaled)
 EH0121
 EH0121                          SUPERSEDED SURVEY CONTROL
 EH0121
 EH0121  NGVD 29 (??/??/??)   60.907  (m)          199.83   (f) ADJUSTED    1 1
 EH0121
 EH0121.Superseded values are not recommended for survey control.
 EH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0121.See file dsdata.txt to determine how the superseded data were derived.
 EH0121
 EH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU631500(NAD 83)
 EH0121_MARKER: P = PIPE CAP
 EH0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0121_MARK LOGO: USE   
 EH0121_PROJECTION: FLUSH
 EH0121_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0121+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0121_ROD/PIPE-DEPTH: 1.4  meters
 EH0121
 EH0121  HISTORY     - Date     Condition        Report By
 EH0121  HISTORY     - UNK      MONUMENTED       DOD
 EH0121  HISTORY     - 1974     GOOD             NGS
 EH0121  HISTORY     - 19911112 GOOD             NGS
 EH0121  HISTORY     - 20030529 GOOD             USACE
 EH0121
 EH0121                          STATION DESCRIPTION
 EH0121
 EH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0121'6.55 MI SSE FROM EUDORA.
 EH0121'ABOUT 5.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 301 FROM THE FIRST
 EH0121'BAPTIST CHURCH AT EUDORA, THENCE 0.75 MILE SOUTHWEST ALONG A PAVED
 EH0121'ROAD TO OUTLET STRUCTURE, 88 FEET NORTHWEST OF THE CENTER LINE OF A
 EH0121'PAVED ROAD LEADING TO RESIDENT MANAGERS OFFICE AND SOUTH ABUTMENT, 148
 EH0121'FEET NORTHEAST OF THE CENTER LINE OF PAVED ROAD LEADING TO COMFORT
 EH0121'STATION AND PICNIC AREA, 1 1/2 INCH USE BRASS CAP ON A 1 1/2 INCH
 EH0121'GALVANIZED PIPE ENCASED IN GREASE, ACCESS TO WHICH IS HAD THROUGH A
 EH0121'3-INCH IRON PIPE WITH CAP AND IN CENTER OF A 3 FT. BY 3 FT. CONCRETE
 EH0121'BLOCK WITH AN 8-INCH CONCRETE POST AT EACH CORNER, 3-INCH PIPE
 EH0121'PROJECTING 4-INCHES ABOVE THE BLOCK.  THE INSIDE CAP IS LEVEL WITH THE
 EH0121'CONCRETE SURFACE.  ROD WAS SET TO A DEPTH OF 56.46 INCHES. ALSO, 2
 EH0121'FEET BELOW LEVEL OF THE ROAD.  SECTION 2, T 4S, R 9W.
 EH0121
 EH0121                          STATION RECOVERY (1991)
 EH0121
 EH0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0121'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0121'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH0121'HIGHWAY 304, THENCE 10.6 KM (6.60 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH0121'301, 44.6 M (146.3 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING TO
 EH0121'A PICNIC AREA, 26.5 M (86.9 FT) WEST OF THE HIGHWAY CENTERLINE, AND
 EH0121'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE DATUM POINT
 EH0121'IS A 1 1/2-INCH BRASS CAP AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 EH0121'PIPE NEAR THE CENTER OF A 3 BY 3-FOOT CONCRETE PAD AND 4 CONCRETE
 EH0121'POSTS.  ACCESS TO THE CAP IS THROUGH A 3-INCH METAL PIPE CAP THAT
 EH0121'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE DISK IS
 EH0121'UNSTAMPED.
 EH0121
 EH0121                          STATION RECOVERY (2003)
 EH0121
 EH0121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0127 ***********************************************************************
 EH0127  DESIGNATION -  ARKABUTLA RM 1
 EH0127  PID         -  EH0127
 EH0127  STATE/COUNTY-  MS/DE SOTO
 EH0127  USGS QUAD   -  FREES CORNERS (1982)
 EH0127
 EH0127                         *CURRENT SURVEY CONTROL
 EH0127  ___________________________________________________________________
 EH0127* NAD 83(1986)-  34 46 46.     (N)    090 06 58.     (W)     SCALED    
 EH0127* NAVD 88     -        87.214  (meters)     286.13   (feet)  ADJUSTED  
 EH0127  ___________________________________________________________________
 EH0127  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH0127  DYNAMIC HT  -          87.131 (meters)     285.86  (feet)  COMP
 EH0127  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 EH0127
 EH0127  VERT ORDER  -  FIRST     CLASS I
 EH0127
 EH0127.The horizontal coordinates were scaled from a topographic map and have
 EH0127.an estimated accuracy of +/- 6 seconds.
 EH0127
 EH0127.The orthometric height was determined by differential leveling
 EH0127.and adjusted in July 1994.
 EH0127
 EH0127.The geoid height was determined by GEOID03.
 EH0127
 EH0127.The dynamic height is computed by dividing the NAVD 88
 EH0127.geopotential number by the normal gravity value computed on the
 EH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0127.degrees latitude (g = 980.6199 gals.).
 EH0127
 EH0127.The modeled gravity was interpolated from observed gravity values.
 EH0127
 EH0127;                    North         East    Units  Estimated Accuracy
 EH0127;SPC MS W     -   585,430.      719,880.      MT  (+/- 180 meters Scaled)
 EH0127
 EH0127                          SUPERSEDED SURVEY CONTROL
 EH0127
 EH0127  NAVD 88 (06/15/91)   87.222  (m)          286.16   (f) UNKNOWN     1 1
 EH0127  NGVD 29 (??/??/??)   87.234  (m)          286.20   (f) ADJUSTED    1 1
 EH0127
 EH0127.Superseded values are not recommended for survey control.
 EH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0127.See file dsdata.txt to determine how the superseded data were derived.
 EH0127
 EH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU639523(NAD 83)
 EH0127_MARKER: DR = REFERENCE MARK DISK
 EH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0127_SP_SET: CONCRETE POST
 EH0127_STAMPING: ARKABUTLA RM NO 1 1956
 EH0127_MARK LOGO: CGS   
 EH0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0127+STABILITY: SURFACE MOTION
 EH0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0127+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0127
 EH0127  HISTORY     - Date     Condition        Report By
 EH0127  HISTORY     - 1956     MONUMENTED       CGS
 EH0127  HISTORY     - 1974     GOOD             NGS
 EH0127  HISTORY     - 19911112 GOOD             NGS
 EH0127  HISTORY     - 20030529 GOOD             USACE
 EH0127
 EH0127                          STATION DESCRIPTION
 EH0127
 EH0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0127'6.7 MI SSE FROM EUDORA.
 EH0127'ABOUT 5.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 301 FROM THE FIRST
 EH0127'BAPTIST CHURCH AT EUDORA, THENCE 0.9 MILE NORTH ALONG A PAVED ROAD TO
 EH0127'THE SPILLWAY AT ARKABUTLA DAM, 233 FEET EAST OF THE CENTER LINE OF THE
 EH0127'PAVED ROAD, AT THE NORTHWEST EDGE OF A WOODED AREA, 27 FEET SOUTHEAST
 EH0127'OF THE CENTER LINE OF A TRACK ROAD, 139.9 FEET EAST-SOUTHEAST OF
 EH0127'ARKABUTLA 1956 TRIANGULATION STATION LOCATED ON A KNOLL, 6 FEET BELOW
 EH0127'LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 EH0127'5-INCHES.  SECTION 35, T 3S, R 9W.
 EH0127
 EH0127                          STATION RECOVERY (1991)
 EH0127
 EH0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0127'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0127'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH0127'HIGHWAY 304, THENCE 9.4 KM (5.85 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH0127'301, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG A PAVED ROAD LEADING TO
 EH0127'THE ARKABUTLA SPILLWAY, 70.6 M (231.6 FT) EAST OF THE CENTERLINE OF
 EH0127'THE ROAD, 42.5 M (139.4 FT) EAST-SOUTHEAST OF TRIANGULATION STATION
 EH0127'ARKABUTLA, 32.6 M (107.0 FT) SOUTHEAST OF BENCH MARK T 243, 1.0 M
 EH0127'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 EH0127'WITNESS POST, AND THE MONUMENT IS PROJECTING 0.1 M (0.3 FT) ABOVE THE
 EH0127'GROUND SURFACE.
 EH0127
 EH0127                          STATION RECOVERY (2003)
 EH0127
 EH0127'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2192 ***********************************************************************
 BW2192  DESIGNATION -  ARM
 BW2192  PID         -  BW2192
 BW2192  STATE/COUNTY-  MS/LAWRENCE
 BW2192  USGS QUAD   -  MONTICELLO (1970)
 BW2192
 BW2192                         *CURRENT SURVEY CONTROL
 BW2192  ___________________________________________________________________
 BW2192* NAD 83(1993)-  31 30 11.58423(N)    090 00 52.49496(W)     ADJUSTED  
 BW2192* NAVD 88     -        78.94   (+/-2cm)     259.0    (feet)  VERTCON   
 BW2192  ___________________________________________________________________
 BW2192  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BW2192  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW2192  HORZ ORDER  -  FIRST
 BW2192  VERT ORDER  -  THIRD ? (See Below)
 BW2192
 BW2192.The horizontal coordinates were established by classical geodetic methods
 BW2192.and adjusted by the National Geodetic Survey in May 1994.
 BW2192
 BW2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2192.The vertical order pertains to the NGVD 29 superseded value.
 BW2192
 BW2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2192
 BW2192.The geoid height was determined by GEOID03.
 BW2192
 BW2192;                    North         East     Units Scale Factor Converg.
 BW2192;SPC MS W     -   222,111.632   730,279.643   MT  0.99996130   +0 09 59.6
 BW2192;SPC MS W     -   728,711.25  2,395,925.80   sFT  0.99996130   +0 09 59.6
 BW2192;UTM  15      - 3,489,235.731   783,557.156   MT  1.00059183   +1 33 39.8
 BW2192;UTM  16      - 3,489,311.622   213,671.676   MT  1.00061131   -1 34 34.8
 BW2192
 BW2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2192!SPC MS W     -   0.99999172  x   0.99996130  =   0.99995302
 BW2192!UTM  15      -   0.99999172  x   1.00059183  =   1.00058355
 BW2192!UTM  16      -   0.99999172  x   1.00061131  =   1.00060303
 BW2192
 BW2192|---------------------------------------------------------------------|
 BW2192| PID    Reference Object                     Distance      Geod. Az  |
 BW2192|                                                           dddmmss.s |
 BW2192| CY3302 ARM RM 1                             24.439 METERS 08223     |
 BW2192| CY3304 ARM RM 3                             41.300 METERS 16309     |
 BW2192| CY3305 ARM RM 4                             44.272 METERS 16753     |
 BW2192| CY3301 ARM AZ MK                                          1772806.3 |
 BW2192| CY3303 ARM RM 2                             30.215 METERS 21010     |
 BW2192| BW2195 BETHEL                              APPROX. 9.7 KM 2763459.4 |
 BW2192|---------------------------------------------------------------------|
 BW2192
 BW2192                          SUPERSEDED SURVEY CONTROL
 BW2192
 BW2192  NAD 83(1986)-  31 30 11.59909(N)    090 00 52.49259(W) AD(       ) 1
 BW2192  NAD 27      -  31 30 10.98300(N)    090 00 52.19300(W) AD(       ) 1
 BW2192  NGVD 29 (07/19/86)   78.96   (m)          259.1    (f) LEVELING    3  
 BW2192
 BW2192.Superseded values are not recommended for survey control.
 BW2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2192.See file dsdata.txt to determine how the superseded data were derived.
 BW2192
 BW2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8355789236(NAD 83)
 BW2192_MARKER: DS = TRIANGULATION STATION DISK
 BW2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2192+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003
 BW2192
 BW2192  HISTORY     - Date     Condition        Report By
 BW2192  HISTORY     - 1947     MONUMENTED       CGS
 BW2192  HISTORY     - 1955     GOOD             CGS
 BW2192  HISTORY     - 1963     GOOD             CGS
 BW2192  HISTORY     - 1967     GOOD             CGS
 BW2192  HISTORY     - 1972     GOOD             MSHD
 BW2192  HISTORY     - 20030315 GOOD             INDIV
 BW2192
 BW2192                          STATION DESCRIPTION
 BW2192
 BW2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2192'THE STATION IS IN THE SMALL SETTLEMENT OF ARM, ABOUT 6-1/2 MILES
 BW2192'SOUTHEAST OF MONTICELLO, ABOUT 5-1/2 MILES NORTHWEST OF OAKDALE,
 BW2192'147 FEET NORTH OF THE NORTHWEST CORNER OF A CHURCH, 38 FEET NORTH
 BW2192'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 12 FEET
 BW2192'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 BW2192'GROUND, AND THE DISK IS STAMPED ARM 1947.
 BW2192'
 BW2192'REFERENCE MARK NO. 1 IS 80.18 FEET EAST OF THE STATION AND 1
 BW2192'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BW2192'IS STAMPED ARM NO 1 1947.
 BW2192'
 BW2192'REFERENCE MARK NO. 2 IS 99.13 FEET SOUTH-SOUTHWEST OF THE STATION
 BW2192'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND
 BW2192'THE DISK IS STAMPED ARM NO 2 1947.
 BW2192'
 BW2192'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 83 FEET NORTH
 BW2192'OF THE NORTHWEST CORNER OF A HOUSE, AND 5 FEET WEST OF A WHITE
 BW2192'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 BW2192'STAMPED ARM 1947.
 BW2192'
 BW2192'TO REACH FROM THE COURT HOUSE IN MONTICELLO, GO EAST ON U.S.
 BW2192'HIGHWAY 84 FOR 1.6 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN
 BW2192'RIGHT AND GO 1.0 MILE TO A ROAD FORK, TURN RIGHT AND GO 2.5 MILES
 BW2192'TO A ROAD FORK, TURN RIGHT AND GO 2.2 MILES TO THE RAILROAD
 BW2192'CROSSING IN ARM, CONTINUE EAST FOR 0.2 MILE TO STATION ON LEFT.
 BW2192'
 BW2192'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 BW2192'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BW2192'GO ABOUT 200 FEET TO MARK ON RIGHT.
 BW2192'
 BW2192'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2192
 BW2192                          STATION RECOVERY (1955)
 BW2192
 BW2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2192'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK
 BW2192'NO. 1 AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 BW2192'MARK NO. 2 WAS FOUND UPROOTED AND THE DISK WAS RECLAIMED.
 BW2192'REFERENCE MARK NO. 3 WAS ESTABLISHED IN THE SIDEWALK IN FRONT OF
 BW2192'THE ARM BAPTIST CHURCH ON THIS DATE.
 BW2192'
 BW2192'A NEW DESCRIPTION FOLLOWS--
 BW2192'
 BW2192'THE STATION IS LOCATED 5.5 MILES NW OF OAKVALE AND 6.5 MILES
 BW2192'SE OF MONTICELLO IN THE SETTLEMENT OF ARM, 0.2 MILE EAST OF
 BW2192'THE RAILROAD CROSSING AND IN FRONT OF THE ARM BAPTIST CHURCH,
 BW2192'147 FEET N. OF THE NW. CORNER OF THE CHURCH, 27 FEET W. OF THE
 BW2192'PROJECTED TANGENT OF THE W. SIDE OF THE CHURCH, 40 FEET N. OF THE
 BW2192'CENTER OF THE GRAVELED ROAD, 39 FEET WNW OF A TELEPHONE POLE,
 BW2192'89 FEET E. OF THE CENTER OF A SIDE ROAD LEADING N., 59 FEET ESE
 BW2192'OF A 36-INCH OAK TREE, 13 FEET SOUTH OF A FENCE LINE AND 24
 BW2192'FEET SE. OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED
 BW2192'ARM 1947, FLUSH WITH THE GROUND.
 BW2192'
 BW2192'REFERENCE MARK NO. 1 IS 80.18 FEET E. OF THE STATION, 38 FEET N.
 BW2192'OF THE CENTERLINE OF THE GRAVELED ROAD, 40.5 FEET ENE OF A
 BW2192'TELEPHONE POLE, 1 FOOT S. OF A FENCE LINE AND 54 FEET NNE OF THE
 BW2192'INTERSECTION OF THE FORKS OF THE ROADS.  IT IS A STANDARD DISK,
 BW2192'STAMPED ARM NO 1 1947, PROJECTING 6 INCHES.
 BW2192'
 BW2192'REFERENCE MARK NO. 3 IS 135.50 FEET SSE OF THE STATION SET IN A
 BW2192'DRILL HOLE IN THE CONCRETE SIDEWALK AT THE WEST END OF THE BOTTOM
 BW2192'STEP OF THE NORTH ENTRANCE TO THE CHURCH 19 FEET NE OF THE NW
 BW2192'CORNER OF THE CHURCH, 26 FEET NW OF THE NE CORNER OF THE CHURCH
 BW2192'AND 39 FEET S. OF A LONE OAK TREE IN THE FRONT OF THE CHURCH.  IT
 BW2192'IS A STANDARD DISK, STAMPED ARM NO 3 1947.
 BW2192'
 BW2192'THE AZIMUTH MARK IS 0.2 MILE S. OF THE STATION, 83 FEET N. OF
 BW2192'THE NW CORNER OF A HOUSE WITH IMITATION BRICK SIDING, 12 FEET
 BW2192'N. OF THE CENTER OF THE TRACK ROAD, 5 FEET W. OF A WITNESS POST
 BW2192'AND IN A FENCE LINE.  IT IS A STANDARD DISK, STAMPED ARM 1947,
 BW2192'PROJECTING 6 INCHES.
 BW2192'
 BW2192'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO, GO EAST
 BW2192'ON U.S. HIGHWAY 84 FOR 1.6 MILE TO A CROSSROAD, TURN RIGHT AND
 BW2192'GO 1.0 MILE TO A FORK, TAKE RIGHT FORK, AND GO 2.5 MILES TO A
 BW2192'FORK, TAKE RIGHT FORK AND GO 0.65 MILE TO A SIDE ROAD LEFT,
 BW2192'KEEP STRAIGHT AHEAD AND GO 0.85 MILE TO A T-INTERSECTION, TURN
 BW2192'LEFT AND GO 0.8 MILE TO THE RAILROAD CROSSING IN ARM, CONTINUE
 BW2192'FOR 0.2 MILE TO A FORK AND THE ARM BAPTIST CHURCH ON THE RIGHT
 BW2192'AND THE STATION ON THE LEFT.
 BW2192'
 BW2192'TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE RIGHT FORK AND
 BW2192'GO SOUTH FOR 0.2 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND
 BW2192'GO WEST ON TRACK ROAD FOR 75 YARDS TO HE MARK ON THE RIGHT.
 BW2192
 BW2192                          STATION RECOVERY (1963)
 BW2192
 BW2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BW2192'THE MARK WAS VISITED 7-24-63 AND ALL MARKS WERE FOUND IN GOOD
 BW2192'CONDITION.  THE 1955 DESCRIPTION BY R.A.E. IS ADEQUATE.  METAL
 BW2192'WITNESS POSTS WERE SET AT THE STATION AND REFERENCE MARK NO. 1.
 BW2192
 BW2192                          STATION RECOVERY (1967)
 BW2192
 BW2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 BW2192'THE STATION WAS VISITED 3-31-67 AND THE STATION MARK AND R.M.
 BW2192'NO. 1 AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  R.M.
 BW2192'NO. 3 WAS FOUND DESTROYED DUE TO BUILDING A NEW CHURCH AT THIS
 BW2192'SITE.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  THE
 BW2192'AIMUTH MARK IS NOW OBSTRUCTED FROM THE STATION BY A PORTION OF
 BW2192'THE NEW CHURCH BUILDING.  A NEW DESCRIPTION FOLLOWS--
 BW2192'
 BW2192'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF MONTICELLO,
 BW2192'5.5 MILES NORTHWEST OF OAKDALE IN THE SETTLEMENT OF ARMS, 0.2
 BW2192'MILES EAST OF A RAILROAD CROSSING, IN FRONT OF (NORTH) OF THE
 BW2192'ARMS BAPTIST CHURCH, IN A SMALL GARDEN PLOT.  THE STATION IS 151
 BW2192'FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK CHURCH, 21 FEET
 BW2192'WESTOF THE PROJECTED PLANE OF THE WEST WALL OF THE CHURCH, 39
 BW2192'FEET NORTH OF THE CENTERLINE OF THE ROAD, 39 FEET WNW OF A
 BW2192'TELEPHONE POLE, 89 FEET EAST OF THE CENTER OF THE ROAD LEADING
 BW2192'NORTH, 58 FEET ESE OF A 3-FOOT OAK TREE, 1 FOOT EAST OF A
 BW2192'METAL WITNESS POST, 13 FEET SOUTH OF A FENCE LINE AND 24 FEET
 BW2192'SE OF A FENCE CORNER.  IT IS A TRIANGULATION STATION DISK,
 BW2192'STAMPED ARM 1947, FLUSH WITH THE GROUND.
 BW2192'
 BW2192'REFERENCE MARK NO. 1 IS 80.18 FEET ENE OF THE STATION, 50 FEET
 BW2192'NORTH OF THE CENTER OF THE ROAD, 42 FEET ENE OF A TELEPHONE POLE,
 BW2192'1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS
 BW2192'POST.  IT IS A REFERENCE MARK DISK STAMPED ARM NO 1 1947,
 BW2192'PROJECTING 6 INCHES.
 BW2192'
 BW2192'REFERENCE MARK NO. 4 IS 145.25 FEET SSE OF THE STATION, 7.6
 BW2192'FEET N NORTH OF THE NORTHWALL OF THE CHURCH, 13.3 FEET NE OF THE
 BW2192'NORTHWEST CORNER OF THE CHURCH, 11 FEET NNW OF THE CENTER OF THE
 BW2192'FRONT DOOR, 4 INCHES EAST OF THE WEST SIDE OF THE SIDEWALK, 4
 BW2192'FEET EAST OF THE WEST PILLAR.  IT IS A REFERENCE MARK DISK,
 BW2192'STAMPED ARM 1947 NO 4 1967, SET IN A DRILL HOLE IN CONCRETE.
 BW2192'
 BW2192'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE NORTH
 BW2192'SIDE OF A TRACK ROAD LEADING WEST, 12 FEET NORTH OF THE CENTER
 BW2192'OF THE ROAD, 1 FOOT NORTH OF A FENCE LINE, 200 FEET WEST OF A
 BW2192'FENCE CORNER, 225 FEET WEST OF THE CEN ER OF THE ROAD.  IT IS
 BW2192'AN AZIMUTH MARK DISK STAMPED ARM 1947 PROJECTING 6 INCHES.
 BW2192'
 BW2192'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO GO
 BW2192'EAST ON U.S. HIGHWAY 84 FOR 1.6 MILES TO A CROSSROAD, TURN RIGHT
 BW2192'AND GO 1 MILE TO A FORK, TAKE RIGHT FORK AND GO 2.85 MILES TO
 BW2192'A T-INTERSECTION, TURN RIGHT AND GO 2.15 MILE TO THE RAILROAD
 BW2192'CROSSING, CONTINUE EAST FOR 0.2 MILE TO THE STATION ON THE
 BW2192'RIGHT.
 BW2192'
 BW2192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES SE
 BW2192'OF MONTICELLO
 BW2192
 BW2192                          STATION RECOVERY (1972)
 BW2192
 BW2192'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BW2192'THE STATION WAS VISITED 8-31-72 AND THE STATION MARK, R.M. NO 1,
 BW2192'R.M. NO 4, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2192'THE ARM BAPTIST CHURCH IS ON LINE BETWEEN THE STATION AND THE
 BW2192'AZIMUTH MARK.
 BW2192'
 BW2192'THE STATION IS LOCATED 6.5 MILES SOUTHEAST OF MONTICELLO, 5.3
 BW2192'MILES NORTHWEST OF OAKDATE IN THE SETTLEMENT OF ARMS, 0.2
 BW2192'MILES EAST OF RAILROAD CROSSING IN A SMALL GARDEN PLOT IN FRONT
 BW2192'OF (NORTH) AND ACROSS THE ROAD FROM THE ARMS BAPTIST CHURCH
 BW2192'IN THE NORTHEAST 1/4 OF SECTION 9, T 6N, R 12E.  IT IS 39 FEET
 BW2192'NORTH OF THE CENTER OF A BLACK TOP ROAD, 93 FEET EAST OF THE
 BW2192'CENTER OF A GRAVELED ROAD, 151 FEET NORTH OF THE NORTHWEST
 BW2192'CORNER OF THE AUDITORIUM OF THE CHURCH, 20 FEET WEST OF THE
 BW2192'PROJECTED PLANE OF THE WEST WALL OF THE AUDITORIUM, 98 FEET
 BW2192'NORTHWEST OF A 40 INCH OAK, 23 FEET NORTHEAST OF A POWER
 BW2192'POLE WITH GUY WIRES, 52 FEET SOUTHEAST OF A FENCE CORNER, 12
 BW2192'FEET SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS
 BW2192'POST.
 BW2192'
 BW2192'IT IS A TRIANGULATION DISK, STAMPED ARM 1947 FLUSH.
 BW2192'
 BW2192'REFERENCE MARK NO 1 IS 80.18 FEET EAST OF THE STATION.  IT IS
 BW2192'28 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 57 FEET WEST
 BW2192'OF THE PROJECTED CENTER OF HIGHWAY 43, 105 FEET NORTHEAST OF A 40
 BW2192'INCH OAK, 98.5 FEET EAST-NORTHEAST OF A POWER POLE WITH GUY
 BW2192'WIRES, 22 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF
 BW2192'THE CHURCH 1 FOOT SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL
 BW2192'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED ARM NO 1
 BW2192'1947 PROJECTING 2 INCHES.
 BW2192'
 BW2192'REFERENCE MARK NO 4 IS 145.25 FEET SOUTH-SOUTHEAST OF THE STATION.
 BW2192'IT IS 103 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 52 FEET
 BW2192'SOUTH-SOUTHWEST OF A 40 INCH OAK, 7.5 FEET NORTH OF THE NORTH
 BW2192'WALL OF THE AUDITORIUM OF THE CHURCH, 13 FEET NORTHEAST OF THE
 BW2192'NORTHWEST CORNER OF THE CHURCH, 11 FEET NORTHWEST OF THE CENTER
 BW2192'OF THE FRONT DOOR, 4 FEET EAST OF THE WEST PILLAR SET IN A
 BW2192'DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE WALK WHERE IT
 BW2192'BUTTS AGAINST THE FRONT PORCH OF THE CHURCH.  IT IS A
 BW2192'REFERENCE MARK DISK, STAMPED ARM 1947 NO 4 1967 FLUSH WITH THE
 BW2192'GROUND.
 BW2192'
 BW2192'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 4 IS 160.32 FEET.
 BW2192'
 BW2192'THE AZIMUTH MARK IS 0.2 MILES SOUTH OF THE STATION.  IT IS
 BW2192'12 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 348 FEET WEST
 BW2192'OF THE CENTER OF HIGHWAY 43, 200 FEET WEST OF A FENCE CORNER, 74
 BW2192'FEET NORTH OF THE NORTHWEST CORNER OF A BRICK HOUSE, 10 FEET
 BW2192'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE BRICK HOUSE,
 BW2192'63 FEET WEST OF A 40 INCH ELM, 1 FOOT SOUTH OF THE NEWEST OF
 BW2192'TWO FENCES AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS AN
 BW2192'AZIMUTH MARK DISK, STAMPED ARM 1947 PROJECTING 4 INCHES.
 BW2192'
 BW2192'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO GO EAST ON
 BW2192'U.S. HIGHWAY 84 FOR 1.7 MILES TO A CROSSROAD.  TURN RIGHT AND
 BW2192'GO SOUTHEAST ON A BLACK TOP ROAD FOR 1 MILE TO A FORK.  TAKE THE
 BW2192'RIGHT FORK AND GO SOUTHEAST ON A BLACK TOP ROAD FOR 3 MILES TO A
 BW2192'T-INTERSECTION.  TURN RIGHT AND GO SOUTH AND EAST ON A BLACK TOP
 BW2192'ROAD FOR 2.45 MILES TO THE ARMS BAPTIST CHURCH ON THE RIGHT AND
 BW2192'THE STATION ON THE LEFT, JUST BEFORE REACHING STATE HIGHWAY 43.
 BW2192'TO REACH THE AZIMUTH TURN RIGHT AND GO SOUTH ON HIGHWAY 43 FOR
 BW2192'0.25 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 BW2192'GRAVELED ROAD FOR 348 FEET TO THE MARK ON THE RIGHT.
 BW2192'
 BW2192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 BW2192'SOUTHEAST OF MONTICELLO
 BW2192
 BW2192                          STATION RECOVERY (2003)
 BW2192
 BW2192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DS)
 BW2192'THE MARK WAS STILL IN GOOD CONDITION AND IT HAD A SURVEYING SIGN
 BW2192'BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2616 ***********************************************************************
 BH2616  TIDAL BM    -  This is a Tidal Bench Mark.
 BH2616  DESIGNATION -  ARMY
 BH2616  PID         -  BH2616
 BH2616  STATE/COUNTY-  MS/HARRISON
 BH2616  USGS QUAD   -  CAT ISLAND (1994)
 BH2616
 BH2616                         *CURRENT SURVEY CONTROL
 BH2616  ___________________________________________________________________
 BH2616* NAD 83(1993)-  30 13 49.46487(N)    089 06 59.96478(W)     ADJUSTED  
 BH2616* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 BH2616  ___________________________________________________________________
 BH2616  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BH2616  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BH2616  HORZ ORDER  -  SECOND
 BH2616
 BH2616.The horizontal coordinates were established by classical geodetic methods
 BH2616.and adjusted by the National Geodetic Survey in May 1994.
 BH2616
 BH2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2616
 BH2616.This Tidal Bench Mark is designated as VM 10383
 BH2616.by the Center for Operational Oceanographic Products and Services.
 BH2616
 BH2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2616
 BH2616.The geoid height was determined by GEOID03.
 BH2616
 BH2616;                    North         East     Units Scale Factor Converg.
 BH2616;SPC MS E     -    80,995.640   272,727.844   MT  0.99995917   -0 08 33.5
 BH2616;SPC MS E     -   265,733.20    894,774.60   sFT  0.99995917   -0 08 33.5
 BH2616;SPC LA S     -   193,869.909 1,213,355.618   MT  0.99993374   +1 06 30.1
 BH2616;SPC LA S     -   636,054.86  3,980,817.56   sFT  0.99993374   +1 06 30.1
 BH2616;UTM  16      - 3,346,211.654   296,303.569   MT  1.00011192   -1 03 57.8
 BH2616
 BH2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2616!SPC MS E     -   1.00000411  x   0.99995917  =   0.99996328
 BH2616!SPC LA S     -   1.00000411  x   0.99993374  =   0.99993785
 BH2616!UTM  16      -   1.00000411  x   1.00011192  =   1.00011603
 BH2616
 BH2616:                Primary Azimuth Mark                     Grid Az
 BH2616:SPC MS E     -  TOOT                                     073 47 26.4
 BH2616:SPC LA S     -  TOOT                                     072 32 22.8
 BH2616:UTM  16      -  TOOT                                     074 42 50.7
 BH2616
 BH2616|---------------------------------------------------------------------|
 BH2616| PID    Reference Object                     Distance      Geod. Az  |
 BH2616|                                                           dddmmss.s |
 BH2616| BH2620 TOOT                                APPROX. 4.6 KM 0733852.9 |
 BH2616| AE4778 ARMY RM 1                            12.932 METERS 16502     |
 BH2616| BH2621 BODDIE                              455.584 METERS 2900646.0 |
 BH2616| BH2615 ARMY 1966 RM 2                       25.341 METERS 29411     |
 BH2616|---------------------------------------------------------------------|
 BH2616
 BH2616                          SUPERSEDED SURVEY CONTROL
 BH2616
 BH2616  NAD 83(1986)-  30 13 49.47933(N)    089 06 59.95492(W) AD(       ) 2
 BH2616  NAD 27      -  30 13 48.75647(N)    089 06 59.82372(W) AD(       ) 2
 BH2616  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG    3  
 BH2616
 BH2616.Superseded values are not recommended for survey control.
 BH2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2616.See file dsdata.txt to determine how the superseded data were derived.
 BH2616
 BH2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9630446212(NAD 83)
 BH2616_MARKER: DT = TOPOGRAPHIC STATION DISK
 BH2616_SETTING: 0 = UNSPECIFIED SETTING
 BH2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2616
 BH2616  HISTORY     - Date     Condition        Report By
 BH2616  HISTORY     - 1966     MONUMENTED       CGS
 BH2616  HISTORY     - 1969     GOOD             CGS
 BH2616  HISTORY     - 1969     GOOD             CGS
 BH2616  HISTORY     - 1970     GOOD             NGS
 BH2616
 BH2616                          STATION DESCRIPTION
 BH2616
 BH2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2616'STATION IS ABOUT 12-1/2 MILES SOUTH OF GULFPORT, ABOUT THE CENTER OF
 BH2616'THE WEST ARM OF CAT ISLAND, ON THE NORTH SHORE AND ON PROPERTY OWNED
 BH2616'BY MR. N.V. BODDIE.
 BH2616'
 BH2616'STATION MARK, A STANDARD TOPOGRAPHIC DISK STAMPED ARMY 1951, IS SET
 BH2616'IN THE TOP OF A 10 INCH CONCRETE TILE WHICH PROJECTS 7 INCHES.  IT IS
 BH2616'90 FEET SOUTH OF A WOODEN PIER, 4 FEET NORTHWEST OF A METAL WITNESS
 BH2616'POST AND 2 FEET SOUTHEAST OF A 5 INCH OAK TREE.
 BH2616'
 BH2616'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARMY NO 1 1952, IS
 BH2616'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 16 FEET LONG.
 BH2616'IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.  IT
 BH2616'IS 40 FEET SOUTHEAST OF THE METAL WITNESS POST AND 34 FEET
 BH2616'NORTHEAST OF A TELEPHONE TYPE POLE.
 BH2616'
 BH2616'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARMY NO 2 1952, IS
 BH2616'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 16 FEET
 BH2616'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 BH2616'FEET.  IT IS 105 FEET SOUTHWEST OF THE WOODEN PIER, 75 FEET SOUTH
 BH2616'OF THE WATERS EDGE AND 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 BH2616'
 BH2616'NO AZIMUTH MARK SET AT THIS TIME.
 BH2616'
 BH2616'NOTE- STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 BH2616
 BH2616                          STATION RECOVERY (1969)
 BH2616
 BH2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2616'THIS STATION WAS RECOVERED BY HELICOPTER AND FOUND IN GOOD CONDITION
 BH2616'AFTER HURRICANE CAMILLE.  THE RM HAD BEEN DISTURBED.
 BH2616
 BH2616                          STATION RECOVERY (1969)
 BH2616
 BH2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH2616'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK DISTURBED.
 BH2616
 BH2616                          STATION RECOVERY (1970)
 BH2616
 BH2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2616'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BH2616'
 BH2616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2616'12-1/2 MILES SOUTH OF GULFPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2615 ***********************************************************************
 BH2615  TIDAL BM    -  This is a Tidal Bench Mark.
 BH2615  DESIGNATION -  ARMY 1966 RM 2
 BH2615  PID         -  BH2615
 BH2615  STATE/COUNTY-  MS/HARRISON
 BH2615  USGS QUAD   -  CAT ISLAND (1994)
 BH2615
 BH2615                         *CURRENT SURVEY CONTROL
 BH2615  ___________________________________________________________________
 BH2615* NAD 83(1993)-  30 13 49.80202(N)    089 07 00.82929(W)     ADJUSTED  
 BH2615* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 BH2615  ___________________________________________________________________
 BH2615  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BH2615  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BH2615  HORZ ORDER  -  SECOND
 BH2615
 BH2615.The horizontal coordinates were established by classical geodetic methods
 BH2615.and adjusted by the National Geodetic Survey in May 1994.
 BH2615
 BH2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2615
 BH2615.This Tidal Bench Mark is designated as VM 10385
 BH2615.by the Center for Operational Oceanographic Products and Services.
 BH2615
 BH2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2615
 BH2615.The geoid height was determined by GEOID03.
 BH2615
 BH2615;                    North         East     Units Scale Factor Converg.
 BH2615;SPC MS E     -    81,006.079   272,704.754   MT  0.99995919   -0 08 34.0
 BH2615;SPC MS E     -   265,767.44    894,698.85   sFT  0.99995919   -0 08 34.0
 BH2615;SPC LA S     -   193,879.841 1,213,332.306   MT  0.99993374   +1 06 29.7
 BH2615;SPC LA S     -   636,087.45  3,980,741.07   sFT  0.99993374   +1 06 29.7
 BH2615;UTM  16      - 3,346,222.466   296,280.647   MT  1.00011203   -1 03 58.3
 BH2615
 BH2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2615!SPC MS E     -   1.00000389  x   0.99995919  =   0.99996308
 BH2615!SPC LA S     -   1.00000389  x   0.99993374  =   0.99993763
 BH2615!UTM  16      -   1.00000389  x   1.00011203  =   1.00011592
 BH2615
 BH2615:                Primary Azimuth Mark                     Grid Az
 BH2615:SPC MS E     -  TOOT                                     073 59 41.8
 BH2615:SPC LA S     -  TOOT                                     072 44 38.1
 BH2615:UTM  16      -  TOOT                                     074 55 06.1
 BH2615
 BH2615|---------------------------------------------------------------------|
 BH2615| PID    Reference Object                     Distance      Geod. Az  |
 BH2615|                                                           dddmmss.s |
 BH2615| BH2620 TOOT                                APPROX. 4.6 KM 0735107.8 |
 BH2615| BH2616 ARMY                                 25.341 METERS 11411     |
 BH2615|---------------------------------------------------------------------|
 BH2615
 BH2615                          SUPERSEDED SURVEY CONTROL
 BH2615
 BH2615  NAD 83(1986)-  30 13 49.81651(N)    089 07 00.81953(W) AD(       ) 2
 BH2615  NAD 27      -  30 13 49.09471(N)    089 07 00.68765(W) AD(       ) 2
 BH2615  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG    3  
 BH2615
 BH2615.Superseded values are not recommended for survey control.
 BH2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2615.See file dsdata.txt to determine how the superseded data were derived.
 BH2615
 BH2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9628146222(NAD 83)
 BH2615_MARKER: DR = REFERENCE MARK DISK
 BH2615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2615+WITH SETTING: INFORMATION.
 BH2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2615
 BH2615  HISTORY     - Date     Condition        Report By
 BH2615  HISTORY     - 1966     MONUMENTED       CGS
 BH2615
 BH2615                          STATION DESCRIPTION
 BH2615
 BH2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BH2615'SEE STATION ARMY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5345 ***********************************************************************
 AA5345  PACS        -  This is a Primary Airport Control Station.
 AA5345  DESIGNATION -  ARP 1971 GTR
 AA5345  PID         -  AA5345
 AA5345  STATE/COUNTY-  MS/LOWNDES
 AA5345  USGS QUAD   -  BENT OAK (1987)
 AA5345
 AA5345                         *CURRENT SURVEY CONTROL
 AA5345  ___________________________________________________________________
 AA5345* NAD 83(2007)-  33 26 59.78705(N)    088 35 26.88589(W)     ADJUSTED  
 AA5345* NAVD 88     -        79.51   (meters)     260.9    (feet)  LEVELING  
 AA5345  ___________________________________________________________________
 AA5345  EPOCH DATE  -        2002.00
 AA5345  X           -     131,009.459 (meters)                     COMP
 AA5345  Y           -  -5,325,563.533 (meters)                     COMP
 AA5345  Z           -   3,495,731.245 (meters)                     COMP
 AA5345  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AA5345  ELLIP HEIGHT-          51.165 (meters)          (02/10/07) ADJUSTED
 AA5345  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA5345
 AA5345  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5345  Type    PID    Designation                      North   East  Ellip
 AA5345  -------------------------------------------------------------------
 AA5345  NETWORK AA5345 ARP 1971 GTR                      0.65   0.59   2.31
 AA5345  -------------------------------------------------------------------
 AA5345  VERT ORDER  -  THIRD ?
 AA5345
 AA5345.This mark is at Golden Triangle Regional Airport (GTR)
 AA5345
 AA5345.The horizontal coordinates were established by GPS observations
 AA5345.and adjusted by the National Geodetic Survey in February 2007.
 AA5345
 AA5345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5345.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5345.The horizontal coordinates are valid at the epoch date displayed above.
 AA5345.The epoch date for horizontal control is a decimal equivalence
 AA5345.of Year/Month/Day.
 AA5345
 AA5345.The orthometric height was determined by differential leveling.
 AA5345.The vertical network tie was performed by a horz. field party for horz.
 AA5345.obs reductions. Reset procedures were used to establish the elevation.
 AA5345
 AA5345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5345
 AA5345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5345
 AA5345.The ellipsoidal height was determined by GPS observations
 AA5345.and is referenced to NAD 83.
 AA5345
 AA5345.The geoid height was determined by GEOID03.
 AA5345
 AA5345;                    North         East     Units Scale Factor Converg.
 AA5345;SPC MS E     -   437,965.425   322,548.525   MT  0.99995627   +0 08 01.3
 AA5345;SPC MS E     - 1,436,891.57  1,058,227.95   sFT  0.99995627   +0 08 01.3
 AA5345;UTM  16      - 3,702,300.804   352,145.286   MT  0.99986952   -0 52 37.3
 AA5345
 AA5345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5345!SPC MS E     -   0.99999197  x   0.99995627  =   0.99994824
 AA5345!UTM  16      -   0.99999197  x   0.99986952  =   0.99986149
 AA5345
 AA5345                          SUPERSEDED SURVEY CONTROL
 AA5345
 AA5345  ELLIP H (04/15/02)   51.130  (m)                       GP(       ) 4 1
 AA5345  NAD 83(1993)-  33 26 59.78704(N)    088 35 26.88642(W) AD(       ) B
 AA5345  ELLIP H (08/20/99)   51.309  (m)                       GP(       ) 4 1
 AA5345  NAD 83(1993)-  33 26 59.78711(N)    088 35 26.88603(W) AD(       ) B
 AA5345  ELLIP H (05/22/95)   47.294  (m)                       GP(       ) 3 2
 AA5345  NGVD 29 (05/22/95)   79.47   (m)          260.7    (f) LEVELING    3  
 AA5345
 AA5345.Superseded values are not recommended for survey control.
 AA5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5345.See file dsdata.txt to determine how the superseded data were derived.
 AA5345
 AA5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5214502301(NAD 83)
 AA5345_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5345_SP_SET: CONCRETE POST
 AA5345_STAMPING: ARP 1971 GTR
 AA5345_MARK LOGO: CGS   
 AA5345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5345+STABILITY: SURFACE MOTION
 AA5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5345+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2007
 AA5345
 AA5345  HISTORY     - Date     Condition        Report By
 AA5345  HISTORY     - 1971     MONUMENTED       CGS
 AA5345  HISTORY     - 19910630 GOOD             NGS
 AA5345  HISTORY     - 19990806 GOOD             NGS
 AA5345  HISTORY     - 20041106 GOOD             BAKER
 AA5345  HISTORY     - 20070318 GOOD             MSSU
 AA5345
 AA5345                          STATION DESCRIPTION
 AA5345
 AA5345'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (DLV)
 AA5345'THE STATION IS LOCATED AT THE GODEN TRIANGLE REGIONAL AIRPORT AT
 AA5345'MIDFIELD. THE MARK IS 573.0 FT (174.7 M) SW OF THE CORNER OF THE RAMP,
 AA5345'170.0 FT (51.8 M) SE OF RUNWAY LIGHT NO.61, 175.0 FT (53.3 M) EAST OF
 AA5345'THE CENTERLINE OF THE RUNWAY 18-36, AND 101.2 FT (30.8 M) NE OF RUNWAY
 AA5345'LIGHT NO.62.  THE MARK IS FLUSH WITH THE GROUND.
 AA5345
 AA5345                          STATION RECOVERY (1991)
 AA5345
 AA5345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5345'THE STATION MARK IS LOCATED MID-FIELD, IS 573.0 FT (174.7 M) SW OF
 AA5345'CORNER OF RAMP, 170.0 FT (51.8 M) SE OF RUNWAY LIGHT NO 61, 175.0 FT
 AA5345'(53.3 M) EAST OF THE CENTERLINE OF THE RUNWAY 18-36 AND 101.2 FT (30.8
 AA5345'M) NE OF RUNWAY LIGHT NO 62.  THE MARK IS A TOPOGRAPHIC DISK, FLUSH
 AA5345'WITH THE GROUND AND STAMPED ARP 1971 GTR.
 AA5345
 AA5345                          STATION RECOVERY (1999)
 AA5345
 AA5345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HSK)
 AA5345'THE STATION IS LOCATED AT THE GOLDEN TRIANGLE REGIONAL AIRPORT (GTR) ,
 AA5345'IN THE GRASS AREA AT MIDFIELD 100.2 FT (30.5 M) EAST OF THE RUNWAY
 AA5345'EDGE AND WEST OF THE PARALLEL TAXIWAY E.  OWNERSHIP--GOLDEN TRIANGLE
 AA5345'REGIONAL AIRPORT AUTHORITY, C/O NICK ARDILLO EXECUTIVE DIRECTOR GOLDEN
 AA5345'TRIANGLE REGIONAL AIRPORT, 2080 AIRPORT ROAD, COLUMBUS, MS 39701,
 AA5345'PHONE (601) 327-4422.  ENTER THE FIELD AT GATE 3 LOCATED EAST OF THE
 AA5345'FIRE STATION.  PASS THRU THE GATE AND CONTINUE WEST PAST THE FIRE
 AA5345'STATION FOR 0.1 MI (0.2 KM) TO THE WEST SIDE OF THE GENERAL AVIATION
 AA5345'RAMP AND A TAXIWAY ON THE LEFT, TURN LEFT AND CONTINUE SOUTH FOR 0.15
 AA5345'MI (0.24 KM) ACROSS THE MAIN TERMINAL RAMP TO A TAXIWAY ON THE RIGHT,
 AA5345'TURN RIGHT FOR 0.04 MI (0.06 KM) TO THE PARALLEL TAXIWAY E, TURN LEFT
 AA5345'AND CONTINUE SOUTH FOR 0.18 MI (0.29 KM) TO TAXIWAY B ON THE RIGHT,
 AA5345'TURN RIGHT AND CONTINUE 0.02 MI (0.03 KM) TO THE RUNWAY HOLD BAR ON
 AA5345'THE EAST SIDE OF THE RUNWAY, TURN RIGHT AND DRIVE NORTH IN THE GRASS
 AA5345'FOR 0.1 MI (0.2 KM) TO THE STATION IN THE GRASS 100.2 FT (30.5 M) EAST
 AA5345'OF THE RUNWAY EDGE.  THE STATION IS 101.0 FT (30.8 M) EAST OF THE
 AA5345'THIRD RUNWAY LIGHT NORTH OF THE INTERSECTION RUNWAY 18-36 AND TAXIWAY
 AA5345'B AND 170.0 FT (51.8 M) SOUTHEAST OF THE FOURTH RUNWAY LIGHT NORTH OF
 AA5345'THE INTERSECTION RUNWAY 18-36 AND THE TAXIWAY B.  THE STATION IS A
 AA5345'STANDARD CGS TOPOGRAPHIC STATION DISK SET IN THE TOP OF A ROUND
 AA5345'CONCRETE POST 0.1 FT (3.0 CM) ABOVE THE GROUND.  THIS STATION IS
 AA5345'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AA5345
 AA5345                          STATION RECOVERY (2004)
 AA5345
 AA5345'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RSP)
 AA5345'RECOVERED IN GOOD CONDITION.
 AA5345
 AA5345                          STATION RECOVERY (2007)
 AA5345
 AA5345'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (JAC)
 AA5345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2095 ***********************************************************************
 EG2095  CBN         -  This is a Cooperative Base Network Control Station.
 EG2095  PACS        -  This is a Primary Airport Control Station.
 EG2095  DESIGNATION -  ARP 2 TUP
 EG2095  PID         -  EG2095
 EG2095  STATE/COUNTY-  MS/LEE
 EG2095  USGS QUAD   -  SHERMAN (1980)
 EG2095
 EG2095                         *CURRENT SURVEY CONTROL
 EG2095  ___________________________________________________________________
 EG2095* NAD 83(2007)-  34 15 33.30401(N)    088 45 54.78077(W)     ADJUSTED  
 EG2095* NAVD 88     -       105.34   (meters)     345.6    (feet)  GPS OBS   
 EG2095  ___________________________________________________________________
 EG2095  EPOCH DATE  -        2002.00
 EG2095  X           -     113,720.036 (meters)                     COMP
 EG2095  Y           -  -5,275,962.435 (meters)                     COMP
 EG2095  Z           -   3,570,294.851 (meters)                     COMP
 EG2095  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EG2095  ELLIP HEIGHT-          77.839 (meters)          (02/10/07) ADJUSTED
 EG2095  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG2095
 EG2095  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG2095  Type    PID    Designation                      North   East  Ellip
 EG2095  -------------------------------------------------------------------
 EG2095  NETWORK EG2095 ARP 2 TUP                         0.55   0.55   0.92
 EG2095  -------------------------------------------------------------------
 EG2095
 EG2095.This mark is at C D Lemons Municipal Airport (TUP)
 EG2095
 EG2095.The horizontal coordinates were established by GPS observations
 EG2095.and adjusted by the National Geodetic Survey in February 2007.
 EG2095
 EG2095.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG2095.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG2095.The horizontal coordinates are valid at the epoch date displayed above.
 EG2095.The epoch date for horizontal control is a decimal equivalence
 EG2095.of Year/Month/Day.
 EG2095
 EG2095.The orthometric height was determined by GPS observations and a
 EG2095.high-resolution geoid model.
 EG2095
 EG2095.GPS derived orthometric heights for airport stations designated as
 EG2095.PACS or SACS are published to 2 decimal places.  This maintains
 EG2095.centimeter relative accuracy between the PACS and SACS.  It does
 EG2095.not indicate centimeter accuracy relative to other marks which are
 EG2095.part of the NAVD 88 network.
 EG2095
 EG2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2095
 EG2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2095
 EG2095.The ellipsoidal height was determined by GPS observations
 EG2095.and is referenced to NAD 83.
 EG2095
 EG2095.The geoid height was determined by GEOID03.
 EG2095
 EG2095;                    North         East     Units Scale Factor Converg.
 EG2095;SPC MS E     -   527,705.239   306,273.429   MT  0.99995048   +0 02 18.0
 EG2095;SPC MS E     - 1,731,312.94  1,004,832.07   sFT  0.99995048   +0 02 18.0
 EG2095;UTM  16      - 3,792,311.489   337,473.449   MT  0.99992561   -0 59 38.1
 EG2095
 EG2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2095!SPC MS E     -   0.99998778  x   0.99995048  =   0.99993826
 EG2095!UTM  16      -   0.99998778  x   0.99992561  =   0.99991339
 EG2095
 EG2095                          SUPERSEDED SURVEY CONTROL
 EG2095
 EG2095  ELLIP H (04/15/02)   77.843  (m)                       GP(       ) 4 2
 EG2095  ELLIP H (02/15/02)   77.845  (m)                       GP(       ) 4 1
 EG2095  NAD 83(1993)-  34 15 33.30450(N)    088 45 54.77995(W) AD(       ) B
 EG2095  ELLIP H (07/15/94)   77.847  (m)                       GP(       ) 3 2
 EG2095  NGVD 29 (07/15/94)  105.33   (m)          345.6    (f) LEVELING    3  
 EG2095
 EG2095.Superseded values are not recommended for survey control.
 EG2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2095.See file dsdata.txt to determine how the superseded data were derived.
 EG2095
 EG2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3747392311(NAD 83)
 EG2095_MARKER: DT = TOPOGRAPHIC STATION DISK
 EG2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2095_SP_SET: CONCRETE POST
 EG2095_STAMPING: ARP 2 TUP 1973
 EG2095_MARK LOGO: NGS   
 EG2095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2095+STABILITY: SURFACE MOTION
 EG2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2095+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 EG2095
 EG2095  HISTORY     - Date     Condition        Report By
 EG2095  HISTORY     - 1973     MONUMENTED       NGS
 EG2095  HISTORY     - 19940118 GOOD
 EG2095  HISTORY     - 19940119 GOOD             NOS
 EG2095  HISTORY     - 19940630 GOOD             NGS
 EG2095  HISTORY     - 20001010 GOOD             NGS
 EG2095
 EG2095                          STATION DESCRIPTION
 EG2095
 EG2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EG2095'THE STATION IS LOCATED ON THE WEST SIDE OF TUPELO AT THE TUPELO
 EG2095'MUNICIPAL-CD LEMONS AIRPORT ON THE SOUTH SIDE OF THE AIRFIELD ABOUT
 EG2095'MIDFIELD OF THE OLD RWY 4-22.
 EG2095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND STATE
 EG2095'HIGHWAY 145 (GLOSTER STREET) IN CENTRAL TUPELO, GO NORTH ON GLOSTER
 EG2095'STREET FOR 0.5 MI (0.8 KM) TO A CROSSROADS AT JACKSON STREET.  TURN
 EG2095'LEFT ON JACKSON STREET AND PROCEED WEST FOR 2.8 MI (4.5 KM) TO THE
 EG2095'AIRPORT ENTRANCE. FROM THIS POINT CONTACT THE AIRPORT MANAGER FOR
 EG2095'ACCESS TO THE FIELD AND SECURITY PROCEEDURES.  ACCESS IS BEST HAD
 EG2095'THROUGH GATE 18 (TUPELO AERO FBO).  AFTER PASSING THROUGH THE GATE,
 EG2095'PROCEED EAST AND SOUTH ON THE RAMP AND CROSS THE OLD RUNWAY 4-22 AT
 EG2095'THE MIDFIELD CROSSOVER TO THE GRASS SOUTH-SOUTHEAST OF THE OLD RUNWAY
 EG2095'AND NORTHEAST OF THE MIDFIELD CROSSOVER.
 EG2095'THE STATION MARK IS A CENTERPUNCHED TOPOGRAPHIC STATION DISK STAMPED
 EG2095'---ARP 2 TUP 1973--- ABOUT 2 CM BELOW THE GROUND LEVEL IN A
 EG2095'DRAINFIELD SWALE. IT IS ABOUT 200 M (656.2 FT) SE OF THE AIRPORT
 EG2095'BEACON, 48.0 M (157.5 FT) NE OF THE NE EDGE OF THE MIDFIELD CROSSOVER
 EG2095'(OLD RUNWAY 12-30), 49.5 M (162.4 FT) SE OF THE SE EDGE OF PAVEMENT
 EG2095'OF RWY 4-22 AND 44.0 M (144.4 FT) NW OF A CHAIN LINK FENCE BORDERING
 EG2095'THE SE SIDE OF THE AIRFIELD.
 EG2095
 EG2095                          STATION RECOVERY (1994)
 EG2095
 EG2095'RECOVERED 1994
 EG2095'RECOVERED IN GOOD CONDITION.
 EG2095
 EG2095                          STATION RECOVERY (1994)
 EG2095
 EG2095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 EG2095'RECOVERED AS DESCRIBED.
 EG2095
 EG2095                          STATION RECOVERY (1994)
 EG2095
 EG2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EG2095'THE STATION IS LOCATED IN THE OLD SECTION OF THE AIRPORT JUST EAST OF
 EG2095'THE INTERSECTION OF OLD RUNWAYS 4-22 AND 12-30.  IT IS 167.0 FEET
 EG2095'(50.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF OLD RUNWAY 4-22 MEASURED
 EG2095'NORMAL, 162.6 FEET (49.6 M) EAST OF THE FIRST TAXIWAY LIGHT NORTHEAST
 EG2095'OF THE TAXIWAY INTERSECTION ALONG OLD RUNWAY 4-22 AND 168.9 FEET (51.5
 EG2095'M) NORTHEAST OF ARP 1960.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 EG2095'STAMPED ARP 2 TUP 1973 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 EG2095'WITH THE GROUND.
 EG2095
 EG2095                          STATION RECOVERY (2000)
 EG2095
 EG2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG2095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7804 ***********************************************************************
 AJ7804  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7804  DESIGNATION -  ARTEMIS
 AJ7804  PID         -  AJ7804
 AJ7804  STATE/COUNTY-  MS/CHICKASAW
 AJ7804  USGS QUAD   -  HOHENLINDEN (1972)
 AJ7804
 AJ7804                         *CURRENT SURVEY CONTROL
 AJ7804  ___________________________________________________________________
 AJ7804* NAD 83(2007)-  33 44 20.43696(N)    089 09 21.93480(W)     ADJUSTED  
 AJ7804* NAVD 88     -        98.7    (meters)     324.     (feet)  GPS OBS   
 AJ7804  ___________________________________________________________________
 AJ7804  EPOCH DATE  -        2002.00
 AJ7804  X           -      78,199.839 (meters)                     COMP
 AJ7804  Y           -  -5,308,874.911 (meters)                     COMP
 AJ7804  Z           -   3,522,449.473 (meters)                     COMP
 AJ7804  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ7804  ELLIP HEIGHT-          71.111 (meters)          (02/10/07) ADJUSTED
 AJ7804  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AJ7804
 AJ7804  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7804  Type    PID    Designation                      North   East  Ellip
 AJ7804  -------------------------------------------------------------------
 AJ7804  NETWORK AJ7804 ARTEMIS                           0.84   0.76   3.53
 AJ7804  -------------------------------------------------------------------
 AJ7804
 AJ7804.The horizontal coordinates were established by GPS observations
 AJ7804.and adjusted by the National Geodetic Survey in February 2007.
 AJ7804
 AJ7804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7804.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7804.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7804.The epoch date for horizontal control is a decimal equivalence
 AJ7804.of Year/Month/Day.
 AJ7804
 AJ7804.The orthometric height was determined by GPS observations and a
 AJ7804.high-resolution geoid model.
 AJ7804
 AJ7804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7804
 AJ7804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7804
 AJ7804.The ellipsoidal height was determined by GPS observations
 AJ7804.and is referenced to NAD 83.
 AJ7804
 AJ7804.The geoid height was determined by GEOID03.
 AJ7804
 AJ7804;                    North         East     Units Scale Factor Converg.
 AJ7804;SPC MS E     -   470,046.462   270,092.469   MT  0.99996102   -0 10 45.4
 AJ7804;SPC MS E     - 1,542,144.10    886,128.38   sFT  0.99996102   -0 10 45.4
 AJ7804;UTM  16      - 3,735,306.459   300,264.413   MT  1.00009184   -1 11 52.5
 AJ7804
 AJ7804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7804!SPC MS E     -   0.99998884  x   0.99996102  =   0.99994986
 AJ7804!UTM  16      -   0.99998884  x   1.00009184  =   1.00008068
 AJ7804
 AJ7804                          SUPERSEDED SURVEY CONTROL
 AJ7804
 AJ7804  ELLIP H (04/15/02)   71.108  (m)                       GP(       ) 4 2
 AJ7804  NAD 83(1993)-  33 44 20.43686(N)    089 09 21.93474(W) AD(       ) B
 AJ7804  ELLIP H (02/15/02)   71.108  (m)                       GP(       ) 4 1
 AJ7804
 AJ7804.Superseded values are not recommended for survey control.
 AJ7804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7804.See file dsdata.txt to determine how the superseded data were derived.
 AJ7804
 AJ7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC0026435306(NAD 83)
 AJ7804_MARKER: DD = SURVEY DISK
 AJ7804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7804_SP_SET: BRIDGE ABUTMENT
 AJ7804_STAMPING: ARTEMIS 2000
 AJ7804_MARK LOGO: NGS   
 AJ7804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7804+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7804
 AJ7804  HISTORY     - Date     Condition        Report By
 AJ7804  HISTORY     - 2000     MONUMENTED       NGS
 AJ7804
 AJ7804                          STATION DESCRIPTION
 AJ7804
 AJ7804'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7804'STATION IS IN SOUTHWESTERN CHICKASAW COUNTY, SOUTHWEST OF THE LITTLE
 AJ7804'COMMUNITY OF WOODLAND.  THE MARK IS A DISK SET IN A DRILL HOLE IN THE
 AJ7804'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE AT THE
 AJ7804'END OF ROUTE 341 (WHERE RTE 341 BECOMES A COUNTY ROAD AS IS PASSES
 AJ7804'INTO WEBSTER COUNTY).  THE DISK IS ON THE FLAT TOP OF THE ABUTMENT
 AJ7804'HEADWALL JUST NEXT TO WHERE THE SLOPE BREAK OCCURS.  IT IS 4 FT (1.2
 AJ7804'M) SSE OF THE INSIDE FACE OF THE CONCRETE HANDRAIL AND 8.5 FT (2.6 M)
 AJ7804'SSE OF THE PAINTED EOP.  TO REACH THE STATION FROM THE RIGHT ANGLE
 AJ7804'BEND OF ROUTE 340 IN WOODLAND (0.1 MI SOUTH OF THE POST OFFICE AT THE
 AJ7804'CORNER OF MARKET AND MAIN STREETS), DRIVE 7.5 MILES (12.1 KM) SOUTH
 AJ7804'THEN WEST ON ROUTE 340 TO A T INTERSECTION AT ROUTE 341.  TURN LEFT
 AJ7804'AND PROCEED SOUTHWESTERLY ON ROUTE 341 FOR 2.2 MILES (3.5 KM) TO THE
 AJ7804'THIRD CONCRETE BRIDGE IN THE GROUP AND THE MARK ON THE LEFT. (THE
 AJ7804'STATION IS 0.4 MILE (0.6 KM) SOUTHWEST OF THE 2 LARGER CONCRETE
 AJ7804'BRIDGES OVER TOPASHAW CREEK CANAL).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0890 ***********************************************************************
 DJ0890  DESIGNATION -  ARTESIA
 DJ0890  PID         -  DJ0890
 DJ0890  STATE/COUNTY-  MS/LOWNDES
 DJ0890  USGS QUAD   -  ARTESIA (1987)
 DJ0890
 DJ0890                         *CURRENT SURVEY CONTROL
 DJ0890  ___________________________________________________________________
 DJ0890* NAD 83(1993)-  33 24 14.50666(N)    088 38 57.71322(W)     ADJUSTED  
 DJ0890* NAVD 88     -        76.723  (meters)     251.72   (feet)  ADJUSTED  
 DJ0890  ___________________________________________________________________
 DJ0890  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DJ0890  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ0890  DYNAMIC HT  -          76.641 (meters)     251.45  (feet)  COMP
 DJ0890  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DJ0890
 DJ0890  HORZ ORDER  -  THIRD
 DJ0890  VERT ORDER  -  FIRST     CLASS II
 DJ0890
 DJ0890.The horizontal coordinates were established by classical geodetic methods
 DJ0890.and adjusted by the National Geodetic Survey in May 1994.
 DJ0890
 DJ0890.The orthometric height was determined by differential leveling
 DJ0890.and adjusted in June 1991.
 DJ0890
 DJ0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0890
 DJ0890.The geoid height was determined by GEOID03.
 DJ0890
 DJ0890.The dynamic height is computed by dividing the NAVD 88
 DJ0890.geopotential number by the normal gravity value computed on the
 DJ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0890.degrees latitude (g = 980.6199 gals.).
 DJ0890
 DJ0890.The modeled gravity was interpolated from observed gravity values.
 DJ0890
 DJ0890;                    North         East     Units Scale Factor Converg.
 DJ0890;SPC MS E     -   432,862.391   317,112.822   MT  0.99995361   +0 06 04.6
 DJ0890;SPC MS E     - 1,420,149.36  1,040,394.32   sFT  0.99995361   +0 06 04.6
 DJ0890;UTM  16      - 3,697,294.763   346,620.883   MT  0.99989004   -0 54 29.6
 DJ0890
 DJ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0890!SPC MS E     -   0.99999241  x   0.99995361  =   0.99994602
 DJ0890!UTM  16      -   0.99999241  x   0.99989004  =   0.99988245
 DJ0890
 DJ0890|---------------------------------------------------------------------|
 DJ0890| PID    Reference Object                     Distance      Geod. Az  |
 DJ0890|                                                           dddmmss.s |
 DJ0890| DJ0892 ARTESIA RM 1                         28.685 METERS 00929     |
 DJ0890| DJ0891 ARTESIA RM 2                         33.857 METERS 26022     |
 DJ0890| DJ0893 ARTESIA AZ MK                                      3454306.1 |
 DJ0890|---------------------------------------------------------------------|
 DJ0890
 DJ0890                          SUPERSEDED SURVEY CONTROL
 DJ0890
 DJ0890  NAD 83(1993)-  33 24 14.51367(N)    088 38 57.71408(W) AD(       ) 3
 DJ0890  NAD 83(1986)-  33 24 14.51646(N)    088 38 57.71351(W) AD(       ) 3
 DJ0890  NAD 27      -  33 24 14.07800(N)    088 38 57.53600(W) AD(       ) 3
 DJ0890  NGVD 29 (??/??/92)   76.677  (m)          251.56   (f) ADJ UNCH    1 2
 DJ0890
 DJ0890.Superseded values are not recommended for survey control.
 DJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0890.See file dsdata.txt to determine how the superseded data were derived.
 DJ0890
 DJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4662197295(NAD 83)
 DJ0890_MARKER: DS = TRIANGULATION STATION DISK
 DJ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0890_STAMPING: ARTESIA (1955)
 DJ0890_MARK LOGO: CGS   
 DJ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0890+STABILITY: SURFACE MOTION
 DJ0890
 DJ0890  HISTORY     - Date     Condition        Report By
 DJ0890  HISTORY     - 1955     MONUMENTED       CGS
 DJ0890  HISTORY     - 1963     GOOD             MSHD
 DJ0890  HISTORY     - 1966     GOOD             MSHD
 DJ0890  HISTORY     - 1966     GOOD             MSHD
 DJ0890  HISTORY     - 1970     GOOD             MSSU
 DJ0890  HISTORY     - 1971     GOOD             MSSU
 DJ0890  HISTORY     - 1972     GOOD             MSSU
 DJ0890  HISTORY     - 1977     GOOD             LOCSUR
 DJ0890  HISTORY     - 19770301 GOOD             MSSU
 DJ0890  HISTORY     - 19810301 GOOD             MSSU
 DJ0890  HISTORY     - 1983     GOOD             MSSU
 DJ0890  HISTORY     - 1983     GOOD             NGS
 DJ0890
 DJ0890                          STATION DESCRIPTION
 DJ0890
 DJ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0890'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 DJ0890'45W, ABOUT 1 MILE SOUTH OF ARTESIA, ABOUT 12.5 MILES NORTH OF
 DJ0890'CRAWFORD AND ON THE ROAD RIGHT-OF-WAY.  IT IS 101 FEET SOUTHEAST OF
 DJ0890'THE INTERSECTION OF STATE HIGHWAY 45W AND A GRAVEL CROSS ROAD, 60
 DJ0890'FEET EAST OF THE CENTER OF THE HIGHWAY, 53 FEET SOUTH OF A POWER
 DJ0890'LINE POLE, 27 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER
 DJ0890'AND 8 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 DJ0890'AND THE DISK IS STAMPED ARTESIA 1955.
 DJ0890'
 DJ0890'REFERENCE MARK NO. 1 IS 92 FEET EAST OF THE CENTER OF THE HIGHWAY,
 DJ0890'24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 12 FEET WEST
 DJ0890'OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK IS FLUSH AND THE DISK
 DJ0890'IS STAMPED ARTESIA NO 1 1955.
 DJ0890'
 DJ0890'REFERENCE MARK NO. 2 IS 89 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 DJ0890'68 FEET SOUTH OF A POWER LINE POLE, 51 FEET WEST OF THE CENTER OF
 DJ0890'THE HIGHWAY, 2 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER AND 1
 DJ0890'FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 DJ0890'STAMPED ARTESIA NO 2 1955.
 DJ0890'
 DJ0890'AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF THE HIGHWAY, 36 FEET
 DJ0890'SOUTH OF A POWER LINE POLE, 2.5 FEET SOUTH OF A CONCRETE
 DJ0890'RIGHT-OF-WAY MARKER AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 DJ0890'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ARTESIA
 DJ0890'1955.
 DJ0890'
 DJ0890'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 45W AND
 DJ0890'A RAIL ROAD CROSSING AT THE WEST EDGE OF ARTESIA GO SOUTH ON HIGHWAY
 DJ0890'45W FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DJ0890'CONTINUE SOUTH OF HIGHWAY 45W FOR 0.25 MILE TO THE STATION ON THE
 DJ0890'LEFT AS DESCRIBED.
 DJ0890'
 DJ0890'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DJ0890
 DJ0890                          STATION RECOVERY (1963)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0890'THE STATION WAS VISITED 3-21-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ0890'CONDITION.
 DJ0890'
 DJ0890'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0890'
 DJ0890'METAL WITNESS POST WERE SET 1.0 FOOT WEST OF THE STATION AND 1.0
 DJ0890'FOOT EAST OF THE AZIMUTH MARK.
 DJ0890
 DJ0890                          STATION RECOVERY (1966)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0890'THE STATION WAS VISITED 5-27-66 AND ALL MARKS WERE FOUND IN GOOD
 DJ0890'CONDITION.
 DJ0890'
 DJ0890'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CRAWFORD GO
 DJ0890'NORTHEAST ON A BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF
 DJ0890'MISSISSIPPI HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE
 DJ0890'ON HIGHWAY 45 WEST FOR 7.8 MILES TO A CROSSROADS AND THE STATION
 DJ0890'ON THE RIGHT. TO REACH THE AZIMUTH CONTINUE NORTHWEST ON HIGHWAY
 DJ0890'45 WEST FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 DJ0890'STATION DISK IS STAMPED ARTESIA (1955).
 DJ0890'
 DJ0890'IT IS 70 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 60 FEET EAST OF
 DJ0890'THE CENTER OF HIGHWAY 45 WEST, 52.6 FEET SOUTHWEST OF A
 DJ0890'LONE POWER POLE, 50 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, 27.5
 DJ0890'FEET NORTH OF A RIGHT-OF-WAY MARKER, 21.2 FEET EAST-SOUTHEAST OF A
 DJ0890'GUIDE POLE, 7.5 FEET WEST OF A FENCE, AND 1.1 FEET EAST OF A
 DJ0890'METAL WITNESS POST.
 DJ0890'
 DJ0890'R.M. 1 IS 92 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 50.5
 DJ0890'FEET EAST OF A POWER POLE, 50.5 FEET NORTHEAST OF A STOP SIGN,
 DJ0890'43.1 FEET NORTHWEST OF A LONE POWER POLE, 24 FEET NORTH OF THE
 DJ0890'CENTER OF A GRAVEL ROAD, 12 FEET WEST OF A RIGHT-OF-WAY MARKER,
 DJ0890'AND STAMPED ARTESIA NO. 1 (1955).
 DJ0890'
 DJ0890'R.M. 2 IS 89 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 52 FEET
 DJ0890'WEST OF THE CENTER OF HIGHWAY 45 WEST, 8 FEET NORTH OF A POWER
 DJ0890'POLE, 2.3 FEET NORTH OF A RIGHT-OF-WAY MARKER, 1.8 FEET SOUTH
 DJ0890'OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, AND STAMPED
 DJ0890'ARTESIA NO. 2 (1955).
 DJ0890'
 DJ0890'THE AZIMUTH MARK IS 73.5 FEET NORTHWEST OF HIGHWAY 45 OFFSET
 DJ0890'STATION NO. 1111, 49.5 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST,
 DJ0890'8 FEET SOUTH OF A POWER POLE, 2.2 FEET SOUTHEAST OF A RIGHT-OF-WAY
 DJ0890'MARKER, 1 FOOT WEST OF A METAL WITNESS POST, AND STAMPED ARTESIA
 DJ0890'(1955).
 DJ0890
 DJ0890                          STATION RECOVERY (1966)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0890'8.1 MI NW FROM CRAWFORD.
 DJ0890'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO (NORTHEAST) ON A
 DJ0890'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0890'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0890'FOR 7.8 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ0890'IT IS 70 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 60 FEET EAST OF
 DJ0890'THE CENTER OF HIGHWAY 45 WEST, 52.6 FEET SOUTHWEST OF A LONE POWER
 DJ0890'POLE WITH NO WIRES ON IT, 50 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER,
 DJ0890'27.5 FEET NORTH OF A RIGHT-OF-WAY MARKER, 21.2 FEET EAST-SOUTHEAST OF
 DJ0890'A GUIDE POLE, 7.5 FEET WEST OF A FENCE, AND 1.1 FEET EAST OF A METAL
 DJ0890'WITNESS POST.
 DJ0890
 DJ0890                          STATION RECOVERY (1970)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 DJ0890'ARTESIA 1955 (STA) RECOVERED GOOD.  DELETE LONE POWER POLE.
 DJ0890'
 DJ0890'ARTESIA NO 1 1955 RECOVERED GOOD.  DELETE LONE POWER POLE.
 DJ0890'
 DJ0890'ARTESIA NO 2 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA 1955 (AZ) RECOVERED GOOD.
 DJ0890'
 DJ0890'1966 DESCRIPTION BY MSHD ADEQUATE.
 DJ0890
 DJ0890                          STATION RECOVERY (1971)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (FM)
 DJ0890'ARTESIA 1955 (STATION MARK) RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA NO. 1 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA NO. 2 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA 1955 (AZ) RECOVERED GOOD.
 DJ0890'
 DJ0890'RECOVERED AS DESCRIBED.
 DJ0890'
 DJ0890'DIST. FROM RM 1 TO RM 2 IS 168 FEET.
 DJ0890'
 DJ0890'RM 1 IS 88 FEET NNE OF GUIDE POLE.
 DJ0890'
 DJ0890'BENCH MARKS ALSO LINE 104.
 DJ0890
 DJ0890                          STATION RECOVERY (1972)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (LCR)
 DJ0890'ARTESIA 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA NO 1 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA NO 2 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'ARTESIA 1955 RECOVERED GOOD.
 DJ0890'
 DJ0890'PREVIOUS DESCRIPTION ADEQUATE.
 DJ0890
 DJ0890                          STATION RECOVERY (1977)
 DJ0890
 DJ0890'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0890'RECOVERED IN GOOD CONDITION.
 DJ0890
 DJ0890                          STATION RECOVERY (1977)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ0890'RECOVERED IN GOOD CONDITION.
 DJ0890
 DJ0890                          STATION RECOVERY (1981)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0890'RECOVERED IN GOOD CONDITION.
 DJ0890
 DJ0890                          STATION RECOVERY (1983)
 DJ0890
 DJ0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (TF)
 DJ0890'ALL MARKS FOUND IN GOOD CONDITION.
 DJ0890
 DJ0890                          STATION RECOVERY (1983)
 DJ0890
 DJ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0893 ***********************************************************************
 DJ0893  DESIGNATION -  ARTESIA AZ MK
 DJ0893  PID         -  DJ0893
 DJ0893  STATE/COUNTY-  MS/LOWNDES
 DJ0893  USGS QUAD   -  ARTESIA (1987)
 DJ0893
 DJ0893                         *CURRENT SURVEY CONTROL
 DJ0893  ___________________________________________________________________
 DJ0893* NAD 83(1986)-  33 24 26.     (N)    088 39 04.     (W)     SCALED    
 DJ0893* NAVD 88     -        75.775  (meters)     248.61   (feet)  ADJUSTED  
 DJ0893  ___________________________________________________________________
 DJ0893  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0893  DYNAMIC HT  -          75.693 (meters)     248.34  (feet)  COMP
 DJ0893  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 DJ0893
 DJ0893  VERT ORDER  -  FIRST     CLASS II
 DJ0893
 DJ0893.The horizontal coordinates were scaled from a topographic map and have
 DJ0893.an estimated accuracy of +/- 6 seconds.
 DJ0893
 DJ0893.The orthometric height was determined by differential leveling
 DJ0893.and adjusted in June 1991.
 DJ0893
 DJ0893.The geoid height was determined by GEOID03.
 DJ0893
 DJ0893.The dynamic height is computed by dividing the NAVD 88
 DJ0893.geopotential number by the normal gravity value computed on the
 DJ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0893.degrees latitude (g = 980.6199 gals.).
 DJ0893
 DJ0893.The modeled gravity was interpolated from observed gravity values.
 DJ0893
 DJ0893;                    North         East    Units  Estimated Accuracy
 DJ0893;SPC MS E     -   433,220.      316,950.      MT  (+/- 180 meters Scaled)
 DJ0893
 DJ0893                          SUPERSEDED SURVEY CONTROL
 DJ0893
 DJ0893  NGVD 29 (??/??/92)   75.744  (m)          248.50   (f) ADJ UNCH    1 2
 DJ0893
 DJ0893.Superseded values are not recommended for survey control.
 DJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0893.See file dsdata.txt to determine how the superseded data were derived.
 DJ0893
 DJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB464976(NAD 83)
 DJ0893_MARKER: DZ = AZIMUTH MARK DISK
 DJ0893_SETTING: 0 = UNSPECIFIED SETTING
 DJ0893_STAMPING: ARTESIA (1955)
 DJ0893_MARK LOGO: CGS   
 DJ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0893
 DJ0893  HISTORY     - Date     Condition        Report By
 DJ0893  HISTORY     - 1955     MONUMENTED       CGS
 DJ0893  HISTORY     - 1966     GOOD             MSHD
 DJ0893  HISTORY     - 1977     GOOD             LOCSUR
 DJ0893  HISTORY     - 19770301 GOOD             MSSU
 DJ0893  HISTORY     - 19810301 GOOD             MSSU
 DJ0893  HISTORY     - 19811001 GOOD             MSSU
 DJ0893  HISTORY     - 1983     GOOD             NGS
 DJ0893
 DJ0893                          STATION DESCRIPTION
 DJ0893
 DJ0893'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0893'8.35 MI NW FROM CRAWFORD.
 DJ0893'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO (NORTHEAST) ON A
 DJ0893'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0893'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0893'FOR 8.05 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 73.5 FEET
 DJ0893'NORTHWEST OF HIGHWAY 45 WEST OFFSET STATION NO. 1111, 49.5 FEET WEST
 DJ0893'OF THE CENTER OF HIGHWAY 45 WEST, 8 FEET SOUTH OF A POWER POLE, 2.2
 DJ0893'FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, AND 1 FOOT WEST OF A METAL
 DJ0893'WITNESS POST.
 DJ0893
 DJ0893                          STATION RECOVERY (1977)
 DJ0893
 DJ0893'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0893'RECOVERED IN GOOD CONDITION.
 DJ0893
 DJ0893                          STATION RECOVERY (1977)
 DJ0893
 DJ0893'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ0893'RECOVERED IN GOOD CONDITION.
 DJ0893
 DJ0893                          STATION RECOVERY (1981)
 DJ0893
 DJ0893'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0893'RECOVERED IN GOOD CONDITION.
 DJ0893
 DJ0893                          STATION RECOVERY (1981)
 DJ0893
 DJ0893'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0893'RECOVERED IN GOOD CONDITION.
 DJ0893
 DJ0893                          STATION RECOVERY (1983)
 DJ0893
 DJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0892 ***********************************************************************
 DJ0892  DESIGNATION -  ARTESIA RM 1
 DJ0892  PID         -  DJ0892
 DJ0892  STATE/COUNTY-  MS/LOWNDES
 DJ0892  USGS QUAD   -  ARTESIA (1987)
 DJ0892
 DJ0892                         *CURRENT SURVEY CONTROL
 DJ0892  ___________________________________________________________________
 DJ0892* NAD 83(1986)-  33 24 14.     (N)    088 38 57.     (W)     SCALED    
 DJ0892* NAVD 88     -        76.008  (meters)     249.37   (feet)  ADJUSTED  
 DJ0892  ___________________________________________________________________
 DJ0892  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ0892  DYNAMIC HT  -          75.926 (meters)     249.10  (feet)  COMP
 DJ0892  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DJ0892
 DJ0892  VERT ORDER  -  SECOND    CLASS 0
 DJ0892
 DJ0892.The horizontal coordinates were scaled from a topographic map and have
 DJ0892.an estimated accuracy of +/- 6 seconds.
 DJ0892
 DJ0892.The orthometric height was determined by differential leveling
 DJ0892.and adjusted in June 1991.
 DJ0892
 DJ0892.The geoid height was determined by GEOID03.
 DJ0892
 DJ0892.The dynamic height is computed by dividing the NAVD 88
 DJ0892.geopotential number by the normal gravity value computed on the
 DJ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0892.degrees latitude (g = 980.6199 gals.).
 DJ0892
 DJ0892.The modeled gravity was interpolated from observed gravity values.
 DJ0892
 DJ0892;                    North         East    Units  Estimated Accuracy
 DJ0892;SPC MS E     -   432,850.      317,130.      MT  (+/- 180 meters Scaled)
 DJ0892
 DJ0892                          SUPERSEDED SURVEY CONTROL
 DJ0892
 DJ0892  NGVD 29 (??/??/92)   75.962  (m)          249.22   (f) ADJ UNCH    2 0
 DJ0892
 DJ0892.Superseded values are not recommended for survey control.
 DJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0892.See file dsdata.txt to determine how the superseded data were derived.
 DJ0892
 DJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB466972(NAD 83)
 DJ0892_MARKER: DR = REFERENCE MARK DISK
 DJ0892_SETTING: 0 = UNSPECIFIED SETTING
 DJ0892_STAMPING: ARTESIA NO.1(1955)
 DJ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0892
 DJ0892  HISTORY     - Date     Condition        Report By
 DJ0892  HISTORY     - 1955     MONUMENTED       CGS
 DJ0892  HISTORY     - 1966     GOOD             MSHD
 DJ0892  HISTORY     - 1977     GOOD             LOCSUR
 DJ0892  HISTORY     - 19770301 GOOD             MSSU
 DJ0892  HISTORY     - 19810301 GOOD             MSSU
 DJ0892  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0892
 DJ0892                          STATION DESCRIPTION
 DJ0892
 DJ0892'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0892'8.1 MI NW FROM CRAWFORD.
 DJ0892'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0892'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0892'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0892'FOR 7.8 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED.
 DJ0892'IT IS 92 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 50.5 FEET EAST OF
 DJ0892'A POWER POLE, 50.5 FEET NORTHEAST OF A STOP SIGN, 43.1 FEET NORTHWEST
 DJ0892'OF A LONE POWER POLE, 24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 DJ0892'AND 12 FEET WEST OF A RIGHT-OF-WAY MARKER.
 DJ0892
 DJ0892                          STATION RECOVERY (1977)
 DJ0892
 DJ0892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0892'RECOVERED IN GOOD CONDITION.
 DJ0892
 DJ0892                          STATION RECOVERY (1977)
 DJ0892
 DJ0892'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ0892'RECOVERED IN GOOD CONDITION.
 DJ0892
 DJ0892                          STATION RECOVERY (1981)
 DJ0892
 DJ0892'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0892'RECOVERED IN GOOD CONDITION.
 DJ0892
 DJ0892                          STATION RECOVERY (1983)
 DJ0892
 DJ0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0892'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0891 ***********************************************************************
 DJ0891  DESIGNATION -  ARTESIA RM 2
 DJ0891  PID         -  DJ0891
 DJ0891  STATE/COUNTY-  MS/LOWNDES
 DJ0891  USGS QUAD   -  ARTESIA (1987)
 DJ0891
 DJ0891                         *CURRENT SURVEY CONTROL
 DJ0891  ___________________________________________________________________
 DJ0891* NAD 83(1986)-  33 24 15.     (N)    088 38 57.     (W)     SCALED    
 DJ0891* NAVD 88     -        76.932  (meters)     252.40   (feet)  ADJUSTED  
 DJ0891  ___________________________________________________________________
 DJ0891  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ0891  DYNAMIC HT  -          76.849 (meters)     252.13  (feet)  COMP
 DJ0891  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DJ0891
 DJ0891  VERT ORDER  -  FIRST     CLASS II
 DJ0891
 DJ0891.The horizontal coordinates were scaled from a topographic map and have
 DJ0891.an estimated accuracy of +/- 6 seconds.
 DJ0891
 DJ0891.The orthometric height was determined by differential leveling
 DJ0891.and adjusted in June 1991.
 DJ0891
 DJ0891.The geoid height was determined by GEOID03.
 DJ0891
 DJ0891.The dynamic height is computed by dividing the NAVD 88
 DJ0891.geopotential number by the normal gravity value computed on the
 DJ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0891.degrees latitude (g = 980.6199 gals.).
 DJ0891
 DJ0891.The modeled gravity was interpolated from observed gravity values.
 DJ0891
 DJ0891;                    North         East    Units  Estimated Accuracy
 DJ0891;SPC MS E     -   432,880.      317,130.      MT  (+/- 180 meters Scaled)
 DJ0891
 DJ0891                          SUPERSEDED SURVEY CONTROL
 DJ0891
 DJ0891  NGVD 29 (??/??/92)   76.877  (m)          252.22   (f) ADJ UNCH    1 2
 DJ0891
 DJ0891.Superseded values are not recommended for survey control.
 DJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0891.See file dsdata.txt to determine how the superseded data were derived.
 DJ0891
 DJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB466973(NAD 83)
 DJ0891_MARKER: DR = REFERENCE MARK DISK
 DJ0891_SETTING: 0 = UNSPECIFIED SETTING
 DJ0891_STAMPING: ARTESIA NO.2 (1955)
 DJ0891_MARK LOGO: CGS   
 DJ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0891
 DJ0891  HISTORY     - Date     Condition        Report By
 DJ0891  HISTORY     - 1955     MONUMENTED       CGS
 DJ0891  HISTORY     - 1966     GOOD             MSHD
 DJ0891  HISTORY     - 1977     GOOD             LOCSUR
 DJ0891  HISTORY     - 19770301 GOOD             MSSU
 DJ0891  HISTORY     - 19810301 GOOD             MSSU
 DJ0891  HISTORY     - 19811001 GOOD             MSSU
 DJ0891  HISTORY     - 1983     GOOD             NGS
 DJ0891
 DJ0891                          STATION DESCRIPTION
 DJ0891
 DJ0891'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0891'8.1 MI NW FROM CRAWFORD.
 DJ0891'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0891'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0891'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0891'FOR 7.8 MILES TO A CROSSROADS AND THE MARK ON THE LEFT AS DESCRIBED.
 DJ0891'IT IS 89 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 52 FEET WEST OF
 DJ0891'THE CENTER OF HIGHWAY 45 WEST, 8 FEET NORTH OF A POWER POLE, 2.3 FEET
 DJ0891'NORTH OF A RIGHT-OF-WAY MARKER, 1.8 FEET SOUTH OF A METAL WITNESS
 DJ0891'POST, AND 1 FOOT EAST OF A FENCE.
 DJ0891
 DJ0891                          STATION RECOVERY (1977)
 DJ0891
 DJ0891'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0891'RECOVERED IN GOOD CONDITION.
 DJ0891
 DJ0891                          STATION RECOVERY (1977)
 DJ0891
 DJ0891'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DJ0891'RECOVERED IN GOOD CONDITION.
 DJ0891
 DJ0891                          STATION RECOVERY (1981)
 DJ0891
 DJ0891'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0891'RECOVERED IN GOOD CONDITION.
 DJ0891
 DJ0891                          STATION RECOVERY (1981)
 DJ0891
 DJ0891'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0891'RECOVERED IN GOOD CONDITION.
 DJ0891
 DJ0891                          STATION RECOVERY (1983)
 DJ0891
 DJ0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0792 ***********************************************************************
 CP0792  DESIGNATION -  ASH
 CP0792  PID         -  CP0792
 CP0792  STATE/COUNTY-  MS/CLAIBORNE
 CP0792  USGS QUAD   -  WILLOWS (1973)
 CP0792
 CP0792                         *CURRENT SURVEY CONTROL
 CP0792  ___________________________________________________________________
 CP0792* NAD 83(1993)-  32 01 06.05637(N)    090 57 05.68366(W)     ADJUSTED  
 CP0792* NAVD 88     -        62.44   (+/-2cm)     204.9    (feet)  VERTCON   
 CP0792  ___________________________________________________________________
 CP0792  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CP0792  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP0792  HORZ ORDER  -  THIRD
 CP0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0792
 CP0792.The horizontal coordinates were established by classical geodetic methods
 CP0792.and adjusted by the National Geodetic Survey in May 1994.
 CP0792
 CP0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0792.The vertical order pertains to the NGVD 29 superseded value.
 CP0792
 CP0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0792
 CP0792.The geoid height was determined by GEOID03.
 CP0792
 CP0792;                    North         East     Units Scale Factor Converg.
 CP0792;SPC MS W     -   279,350.936   641,594.102   MT  0.99999205   -0 19 40.1
 CP0792;SPC MS W     -   916,503.86  2,104,963.32   sFT  0.99999205   -0 19 40.1
 CP0792;UTM  15      - 3,544,303.601   693,463.971   MT  1.00006160   +1 05 11.0
 CP0792
 CP0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0792!SPC MS W     -   0.99999432  x   0.99999205  =   0.99998637
 CP0792!UTM  15      -   0.99999432  x   1.00006160  =   1.00005592
 CP0792
 CP0792:                Primary Azimuth Mark                     Grid Az
 CP0792:SPC MS W     -  WILLOWS                                  045 50 16.1
 CP0792:UTM  15      -  WILLOWS                                  044 25 25.0
 CP0792
 CP0792|---------------------------------------------------------------------|
 CP0792| PID    Reference Object                     Distance      Geod. Az  |
 CP0792|                                                           dddmmss.s |
 CP0792| CP0795 WILLOWS                             APPROX. 3.3 KM 0453036.0 |
 CP0792| CP0791 ASH RM 1                             22.921 METERS 12529     |
 CP0792| AI4233 ASH RM 2                             26.704 METERS 21336     |
 CP0792| AI4235 ASH AZ MK                                          2133612.2 |
 CP0792| AI4234 ASH RM 3                             26.691 METERS 21339     |
 CP0792| CP0790 ASH AZ MK RESET                                    2153428.2 |
 CP0792|---------------------------------------------------------------------|
 CP0792
 CP0792                          SUPERSEDED SURVEY CONTROL
 CP0792
 CP0792  NAD 83(1986)-  32 01 06.06944(N)    090 57 05.67952(W) AD(       ) 3
 CP0792  NAD 27      -  32 01 05.50600(N)    090 57 05.29500(W) AD(       ) 3
 CP0792  NGVD 29 (??/??/92)   62.455  (m)          204.90   (f) ADJ UNCH    2 0
 CP0792
 CP0792.Superseded values are not recommended for survey control.
 CP0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0792.See file dsdata.txt to determine how the superseded data were derived.
 CP0792
 CP0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9346444304(NAD 83)
 CP0792_MARKER: DS = TRIANGULATION STATION DISK
 CP0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0792_SP_SET: CONCRETE POST
 CP0792_STAMPING: ASH 1948
 CP0792_MARK LOGO: CGS   
 CP0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0792+STABILITY: SURFACE MOTION
 CP0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0792+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 CP0792
 CP0792  HISTORY     - Date     Condition        Report By
 CP0792  HISTORY     - 1948     MONUMENTED       CGS
 CP0792  HISTORY     - 1952     GOOD             CGS
 CP0792  HISTORY     - 1956     GOOD             CGS
 CP0792  HISTORY     - 1964     SEE DESCRIPTION  USGS
 CP0792  HISTORY     - 1970     GOOD             NGS
 CP0792  HISTORY     - 1970     GOOD             MSHD
 CP0792  HISTORY     - 19920623 GOOD             MSHD
 CP0792  HISTORY     - 19920623 SEE DESCRIPTION  MSHD
 CP0792
 CP0792                          STATION DESCRIPTION
 CP0792
 CP0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP0792'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 CP0792'61, ABOUT 4-1/2 MILES NORTH-NORTHEAST OF PORT GIBSON, AND
 CP0792'4-1/2 MILES WEST-SOUTHWEST OF THE SMALL SETTLEMENT OF WILLOWS.
 CP0792'THE MARK IS 44 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CP0792'35 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF A FARM
 CP0792'DIRT ROAD, 25.6 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 CP0792'AND 11.8 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 CP0792'1 INCH, AND THE DISK IS STAMPED ASH 1948.
 CP0792'
 CP0792'REFERENCE MARK NO. 1 IS 75.25 FEET SOUTHEAST OF THE STATION,
 CP0792'AND 41 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 CP0792'DIRT ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 CP0792'STAMPED ASH NO 1 1948.
 CP0792'
 CP0792'REFERENCE MARK NO. 2 IS 87.62 FEET SOUTH-SOUTHWEST OF THE
 CP0792'STATION, 42 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CP0792'22 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 CP0792'ROAD, AND 11 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST.
 CP0792'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ASH
 CP0792'NO 2 1948.
 CP0792'
 CP0792'THE AZIMUTH MARK IS 0.8 MILE SOUTH-SOUTHWEST OF THE STATION,
 CP0792'42 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 CP0792'2 FEET NORTH-NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 CP0792'5 INCHES, AND THE DISK IS STAMPED ASH 1948.
 CP0792'
 CP0792'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON,
 CP0792'GO NORTH ON U.S. HIGHWAY 61 FOR 3.6 MILES TO THE AZIMUTH
 CP0792'MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR 0.8 MILE
 CP0792'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CP0792'
 CP0792'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP0792
 CP0792                          STATION RECOVERY (1952)
 CP0792
 CP0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP0792'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE FOUND IN
 CP0792'GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AS INSTRUCTED.
 CP0792'THE ORIGINAL AZIMUTH MARK WAS DESTROYED.  A NEW DESCRIPTION
 CP0792'FOLLOWS--
 CP0792'
 CP0792'THE STATION IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 61, ABOUT
 CP0792'4-1/2 MILES NORTH-NORTHEAST OF PORT GIBSON, AND ABOUT 1-1/2
 CP0792'MILES NORTH OF A LARGE CONCRETE BRIDGE OVER THE BIG BAYOU
 CP0792'PIERRE.  IT IS 158 FEET NORTHEAST OF A GRAVELED DRIVEWAY
 CP0792'TO A FARM HOUSE, 44 FEET SOUTHEAST OF THE CENTER OF THE
 CP0792'HIGHWAY, 26 FEET NORTHWEST OF A TELEPHONE POLE, 11.8 FEET
 CP0792'NORTHWEST OF A WITNESS POST, AND 6 FEET NORTHWEST OF A WIRE
 CP0792'FENCE.
 CP0792'
 CP0792'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON,
 CP0792'GO EAST FOR 2 BLOCKS TO THE JUNCTION WITH U.S. HIGHWAY 61.
 CP0792'TURN LEFT, NORTH, ON THE HIGHWAY FOR 4.15 MILES TO THE AZIMUTH
 CP0792'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON THE HIGHWAY
 CP0792'FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CP0792'
 CP0792'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 CP0792'ASH 1948.
 CP0792'
 CP0792'REFERENCE MARK 1 IS ON THE CREST OF A HILL IN A CULTIVATED
 CP0792'FIELD, 69 FEET SOUTHEAST OF THE WIRE FENCE, AND 62 FEET
 CP0792'EAST OF THE TELEPHONE POLE.  IT PROJECTS 2 INCHES, AND THE
 CP0792'DISK IS STAMPED ASH NO 1 1948.
 CP0792'
 CP0792'REFERENCE MARK 2 IS ON THE HIGHWAY RIGHT-OF-WAY, 71 FEET
 CP0792'NORTHEAST OF THE DRIVEWAY TO THE FARM HOUSE, 44 FEET SOUTHEAST
 CP0792'OF THE CENTER OF THE HIGHWAY, AND 8 FEET NORTHWEST OF THE
 CP0792'WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 CP0792'ASH NO 2 1948.
 CP0792'
 CP0792'THE AZIMUTH MARK IS 102 FEET SOUTHWEST OF THE CENTER OF
 CP0792'A DRIVEWAY TO A FARM HOUSE, 49 FEET NORTHWEST OF THE CENTER
 CP0792'OF THE HIGHWAY, 28 FEET SOUTHWEST OF A CONCRETE R.O.W. MARKER,
 CP0792'AND 2 FEET SOUTHEAST OF A WIRE FENCE.  IT PROJECTS 2 INCHES,
 CP0792'AND THE DISK IS STAMPED ASH 1948 RESET 1952.
 CP0792
 CP0792                          STATION RECOVERY (1956)
 CP0792
 CP0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP0792'THE STATION WAS VISITED 5-20-56 AND ALL MARKS WERE FOUND
 CP0792'IN GOOD CONDITION.  THE DESCRIPTION BY R.C.D. IN 1952 IS
 CP0792'ADEQUATE.  NOTE--THE STATION IS NORTH OF THE B.F. BALL DRIVEWAY
 CP0792'AND THE AZIMUTH MARK IS SOUTH OF THE T.H. TREVILION DRIVEWAY.
 CP0792
 CP0792                          STATION RECOVERY (1964)
 CP0792
 CP0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CP0792'STATION AND REFERENCE MARKS WERE BEING DESTROYED DUE TO
 CP0792'THE BUILDING OF A HOME FOR MR. JAMES BALDWIN.
 CP0792
 CP0792                          STATION RECOVERY (1970)
 CP0792
 CP0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CP0792'THE STATION WAS VISITED 9-23-70 AND THE STATION MARK, THE
 CP0792'AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 CP0792'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND WITH THE DISK
 CP0792'REMOVED.  A NEW DISK WAS SET IN THE MONUMENT AND USED AS
 CP0792'REFERENCE MARK NO. 3.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 CP0792'THE STATION MARK.  A NEW DESCRIPTION FOLLOWS--
 CP0792'
 CP0792'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHEAST OF
 CP0792'PORT GIBSON AND ABOUT 1.5 MILES NORTH OF THE LARGE CONCRETE
 CP0792'BRIDGE OVER BAYOU PIERRE, ON THE RIGHT OF WAY OF U.S. HIGHWAY
 CP0792'61, ADJOINING THE PROPERTY OWNED BY MRS B.F. BALL.  IT IS
 CP0792'43 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 61,
 CP0792'190 FEET NORTHEAST OF THE NORTHEAST END OF A CIRCULAR DRIVEWAY,
 CP0792'7 FEET NORTHEAST OF THE PROJECTED PLANE OF THE SOUTHWEST
 CP0792'WALL OF A BRICK HOUSE ACROSS THE HIGHWAY, 81 FEET NORTHEAST
 CP0792'OF A CONCRETE R.O.W. MARKER, 21.5 FEET NORTH OF A UTILITY
 CP0792'POLE AND 51 FEET SOUTHWEST OF A FENCE CORNER.  IT IS 1 FOOT
 CP0792'SOUTHEAST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 CP0792'STATION DISK, STAMPED ASH 1948, PROJECTING 4 INCHES.
 CP0792'
 CP0792'REFERENCE MARK NO. 1 IS 75.20 FEET SOUTHEAST OF THE STATION.
 CP0792'IT IS 119 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 62
 CP0792'FEET EAST-SOUTHEAST OF A UTILITY POLE, 103 FEET EAST-NORTHEAST
 CP0792'OF A R.O.W. MARKER, AND 88 FEET SOUTHEAST OF A FENCE CORNER.
 CP0792'IT IS A REFERENCE MARK DISK, STAMPED ASH NO 1 1948, PROJECTING
 CP0792'8 INCHES.
 CP0792'
 CP0792'REFERENCE MARK NO. 3 IS 86.57 FEET SOUTHWEST OF THE STATION.
 CP0792'IT IS 41.5 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 CP0792'61, 100 FEET NORTHEAST OF THE NORTHEAST END OF A CIRCULAR
 CP0792'DRIVEWAY TO THE B.F. HALL HOUSE, 67.5 FEET SOUTHWEST OF
 CP0792'A UTILITY POLE, 10.5 FEET SOUTHWEST OF A R.O.W. MARKER,
 CP0792'84 FEET NORTHEAST OF A FENCE CORNER, 8 FEET NORTHWEST OF
 CP0792'A FENCE LINE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 CP0792'IT IS A REFERENCE MARK DISK, STAMPED ASH NO 3 1948 1970,
 CP0792'PROJECTING 2 INCHES.
 CP0792'
 CP0792'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION.
 CP0792'IT IS 48 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 61,
 CP0792'107 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP DRIVEWAY,
 CP0792'85 FEET SOUTHWEST OF A FENCE CORNER, 28 FEET SOUTHWEST OF
 CP0792'A R.O.W. MARKER, 103 FEET WEST OF A 12-INCH TWIN CEADR TREE,
 CP0792'1.5 FEET SOUTHEAST OF A FENCE LINE AND 1 FOOT SOUTHWEST
 CP0792'OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED
 CP0792'ASH 1948 RESET 1952 PROJECTING 2 INCHES.
 CP0792'
 CP0792'TO REACH THE STATION FROM THE POST OFFICE IN PORT GIBSON,
 CP0792'GO EAST ON ORANGE STREET FOR 0.1 MILE TO U.S. HIGHWAY 61,
 CP0792'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 61 FOR 3.9 MILES
 CP0792'TO THE JUNCTION WITH STATE HIGHWAY 462, CONTINUE NORTHEAST
 CP0792'ON U.S. HIGHWAY 61 FOR 0.15 MILE TO THE AZIMUTH MARK ON
 CP0792'THE LEFT, CONTINUE NORTHEAST FOR 0.3 MILE TO THE STATION
 CP0792'ON THE RIGHT.
 CP0792'
 CP0792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 CP0792'NNE OF PORT GIBSON
 CP0792
 CP0792                          STATION RECOVERY (1970)
 CP0792
 CP0792'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0792'4.5 MI NNE FROM PORT GIBSON.
 CP0792'THE MARK IS LOCATED 4.5 MILES NORTH-NORTHEAST OF PORT GIBSON AND 1.5
 CP0792'MILES NORTH OF THE LARGE CONCRETE BRIDGE OVER BAYOU PIERRE ON THE
 CP0792'SOUTHEAST R.O.W. OF U.S. HIGHWAY 61.  IT IS 43 FEET SOUTHEAST OF THE
 CP0792'CENTER OF U.S. HIGHWAY 61, 190 FEET NORTHEAST OF THE NORTHEAST END OF
 CP0792'A CIRCULAR DRIVEWAY, 7 FEET NORTHEAST OF THE PROJECTED PLANE OF THE
 CP0792'SOUTHWEST WALL OF A BRICK HOUSE ACROSS THE HIGHWAY, 81 FEET NORTHEAST
 CP0792'OF A CONCRETE R.O.W. MARKER, 21.5 FEET NORTH OF A UTILITY POLE, 51
 CP0792'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A METAL WITNESS
 CP0792'POST.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CP0792'PROJECTING 4 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST
 CP0792'OFFICE IN PORT GIBSON GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE
 CP0792'INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTH ON U.S.
 CP0792'HIGHWAY 61 FOR 3.9 MILES TO THE JUNCTION OF STATE HIGHWAY 462.
 CP0792'CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 0.45 MILE TO THE MARK ON THE
 CP0792'RIGHT.
 CP0792
 CP0792                          STATION RECOVERY (1992)
 CP0792
 CP0792'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CP0792'RECOVERED IN GOOD CONDITION.
 CP0792
 CP0792                          STATION RECOVERY (1992)
 CP0792
 CP0792'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 CP0792'STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE
 CP0792'DESTROYED BY HIGHWAY CONSTRUCTION AT THIS DATE.  REFERENCE MARKS NO 1
 CP0792'AND NO 3 WERE FOUND DESTROYED. A NEW STATION ASH 2 1992 WAS
 CP0792'ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3340 ***********************************************************************
 CP3340  DESIGNATION -  ASH 2
 CP3340  PID         -  CP3340
 CP3340  STATE/COUNTY-  MS/CLAIBORNE
 CP3340  USGS QUAD   -  WILLOWS (1973)
 CP3340
 CP3340                         *CURRENT SURVEY CONTROL
 CP3340  ___________________________________________________________________
 CP3340* NAD 83(1986)-  32 01 03.     (N)    090 57 06.     (W)     SCALED    
 CP3340* NAVD 88     -        60.48   (+/-2cm)     198.4    (feet)  VERTCON   
 CP3340  ___________________________________________________________________
 CP3340  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP3340  VERT ORDER  -  THIRD (See Below)
 CP3340
 CP3340.The horizontal coordinates were scaled from a topographic map and have
 CP3340.an estimated accuracy of +/- 6 seconds.
 CP3340
 CP3340.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3340.The vertical order pertains to the NGVD 29 superseded value.
 CP3340
 CP3340.The geoid height was determined by GEOID03.
 CP3340
 CP3340;                    North         East    Units  Estimated Accuracy
 CP3340;SPC MS W     -   279,260.      641,590.      MT  (+/- 180 meters Scaled)
 CP3340
 CP3340                          SUPERSEDED SURVEY CONTROL
 CP3340
 CP3340  NGVD 29 (08/12/04)   60.50   (m)          198.5    (f) RESET       3  
 CP3340
 CP3340.Superseded values are not recommended for survey control.
 CP3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3340.See file dsdata.txt to determine how the superseded data were derived.
 CP3340
 CP3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR934442(NAD 83)
 CP3340_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3340_SP_SET: CONCRETE POST
 CP3340_STAMPING: ASH 2 1992
 CP3340_MARK LOGO: NGS   
 CP3340_PROJECTION: FLUSH
 CP3340_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3340+STABILITY: SURFACE MOTION
 CP3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3340+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 CP3340
 CP3340  HISTORY     - Date     Condition        Report By
 CP3340  HISTORY     - 1992     MONUMENTED       MSHD
 CP3340  HISTORY     - 19920623 GOOD             MSHD
 CP3340
 CP3340                          STATION DESCRIPTION
 CP3340
 CP3340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CP3340'3.9 MI (6.3 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP3340'ORANGE STREET IN PORT GIBSON, 1 BLOCK EAST OF POST OFFICE, TO THE
 CP3340'MARK ON THE RIGHT, 132.0 FT (40.2 M) SOUTHEAST OF THE CENTER OF THE
 CP3340'NORTH BOUND LANES OF HIGHWAY 61, 79.5 FT (24.2 M) SOUTH SOUTHWEST OF
 CP3340'A 30-INCH OAK TREE, 67.3 FT (20.5 M) SOUTHWEST OF SOUTHWEST CORNER OF
 CP3340'HOUSE, 60.0 FT (18.3 M) NORTH NORTHEAST OF CYCLONE FENCE CORNER, 3.0
 CP3340'FT (0.9 M) NORTH OF A POWER POLE WITH GUY WIRE, 2.3 FT (0.7 M) SOUTH
 CP3340'SOUTHWEST OF A METAL WITNESS POST, 1.5 FT (0.5 M) SOUTHEAST OF A
 CP3340'CARSONITE WITNESS POST AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 CP3340'WITH THE GROUND.
 CP3340
 CP3340                          STATION RECOVERY (1992)
 CP3340
 CP3340'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 CP3340'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH NORTHEAST OF PORT
 CP3340'GIBSON, 1.5 MI (2.4 KM) NORTH OF BRIDGE OVER BAYOU PIERRE, ON HIGHWAY
 CP3340'RIGHT OF WAY.
 CP3340'TO REACH FROM THE POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET
 CP3340'FOR 0.1 MI (0.2 KM) TO JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND GO
 CP3340'NORTH ON U.S. HIGHWAY 61 FOR 3.9 MI (6.3 KM) TO THE JUNCTION OF STATE
 CP3340'HIGHWAY 462, CONTINUE NORTHERLY ON U.S. HIGHWAY 61 FOR 0.35 MI (0.56
 CP3340'KM) TO THE MARK ON THE RIGHT.
 CP3340'STATION MARKS ARE STANDARD NGS DISKS STAMPED---ASH 2 1992---SURFACE
 CP3340'MARK IS A ROUND CONCRETE POST, SET FLUSH WITH THE GROUND.  IT IS 132.0
 CP3340'FT (40.2 M) SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF
 CP3340'HIGHWAY 61, 79.5 FT (24.2 M) SOUTH SOUTHWEST OF A 30-INCH OAK TREE,
 CP3340'67.3 FT (20.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 60.0 FT
 CP3340'(18.3 M) NORTH NORTHEAST OF A CYCLONE FENCE CORNER, 3.0 FT (0.9 M)
 CP3340'NORTH OF A POWER POLE WITH GUY WIRE, 2.3 FT (0.7 M) SOUTH SOUTHWEST OF
 CP3340'A METAL WITNESS POST AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE
 CP3340'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0790 ***********************************************************************
 CP0790  DESIGNATION -  ASH AZ MK RESET
 CP0790  PID         -  CP0790
 CP0790  STATE/COUNTY-  MS/CLAIBORNE
 CP0790  USGS QUAD   -  WILLOWS (1973)
 CP0790
 CP0790                         *CURRENT SURVEY CONTROL
 CP0790  ___________________________________________________________________
 CP0790* NAD 83(1986)-  32 00 53.     (N)    090 57 17.     (W)     SCALED    
 CP0790* NAVD 88     -        45.13   (+/-2cm)     148.1    (feet)  VERTCON   
 CP0790  ___________________________________________________________________
 CP0790  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0790
 CP0790.The horizontal coordinates were scaled from a topographic map and have
 CP0790.an estimated accuracy of +/- 6 seconds.
 CP0790
 CP0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0790.The vertical order pertains to the NGVD 29 superseded value.
 CP0790
 CP0790.The geoid height was determined by GEOID03.
 CP0790
 CP0790;                    North         East    Units  Estimated Accuracy
 CP0790;SPC MS W     -   278,950.      641,300.      MT  (+/- 180 meters Scaled)
 CP0790
 CP0790                          SUPERSEDED SURVEY CONTROL
 CP0790
 CP0790  NGVD 29 (??/??/92)   45.150  (m)          148.13   (f) ADJ UNCH    2 0
 CP0790
 CP0790.Superseded values are not recommended for survey control.
 CP0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0790.See file dsdata.txt to determine how the superseded data were derived.
 CP0790
 CP0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR931438(NAD 83)
 CP0790_MARKER: DZ = AZIMUTH MARK DISK
 CP0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0790_STAMPING: ASH 1948 RESET 1952
 CP0790_MARK LOGO: CGS   
 CP0790_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0790+STABILITY: SURFACE MOTION
 CP0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0790+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 CP0790
 CP0790  HISTORY     - Date     Condition        Report By
 CP0790  HISTORY     - 1952     MONUMENTED       CGS
 CP0790  HISTORY     - 1970     GOOD             MSHD
 CP0790  HISTORY     - 19920623 GOOD             MSHD
 CP0790
 CP0790                          STATION DESCRIPTION
 CP0790
 CP0790'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0790'4 MI NNE FROM PORT GIBSON.
 CP0790'THE MARK IS LOCATED 4 MILES NORTH NORTHEAST OF PORT GIBSON ON THE
 CP0790'NORTHWEST R.O.W. OF U.S. HIGHWAY 61.  IT 0.3 MILE SOUTH SOUTHWEST OF
 CP0790'THE STATION, 48 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 107
 CP0790'FEET SOUTHWEST OF THE CENTER OF A BLACK TOP DRIVEWAY, 85 FEET
 CP0790'SOUTHWEST OF A FENCE CORNER, 28 FEET SOUTHWEST OF A R.O.W. MARKER, 103
 CP0790'FEET WEST OF A 12 INCH TWIN CEDAR, 1.5 FEET SOUTHEAST OF A FENCE, 1
 CP0790'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11
 CP0790'INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  NOTE-- TO REACH FROM
 CP0790'THE U.S. POST OFFICE IN PORT GIBSON GO EAST ON ORANGE STREET FOR 0.1
 CP0790'MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE
 CP0790'NORTH ON U.S. HIGHWAY 61 FOR 3.9 MILES TO THE JUNCTION OF STATE
 CP0790'HIGHWAY 462.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE TO THE
 CP0790'MARK ON THE LEFT.
 CP0790
 CP0790                          STATION RECOVERY (1992)
 CP0790
 CP0790'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 CP0790'MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTH NORTHEAST OF PORT GIBSON,
 CP0790'1.3 MI (2.1 KM) NORTH OF BRIDGE OVER BAYOU PIERRE, ON HIGHWAY RIGHT OF
 CP0790'WAY.
 CP0790'TO REACH FROM THE POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET
 CP0790'FOR 0.1 MI (0.2 KM) TO JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND GO
 CP0790'NORTH ON U.S. HIGHWAY 61 FOR 3.9 MI (6.3 KM) TO THE JUNCTION OF STATE
 CP0790'HIGHWAY 462, CONTINUE NORTHERLY ON U.S. HIGHWAY 61 FOR 0.15 MI (0.24
 CP0790'KM) TO THE MARK ON THE LEFT.
 CP0790'AZIMUTH MARK IS A STANDARD DISK STAMPED---ASH 1948 RESET 1952---SET IN
 CP0790'TOP OF A SQUARE CONCRETE POST, PROJECTING 2-INCHES.  IT IS 422.161 M
 CP0790'(1385.040 FT) SOUTHWEST OF STATION ASH 2 1992 IN AZIMUTH 225-10-53.3
 CP0790'FROM NORTH, 48.0 FT (14.6 M) NORTHWEST OF THE CENTER OF THE SOUTH
 CP0790'BOUND LANES OF HIGHWAY 61, 28.0 FT (8.5 M) SOUTHWEST OF A CONCRETE
 CP0790'RIGHT-OF-WAY MARKER, 103.0 FT (31.4 M) WEST OF A 12-INCH TWIN CEDAR,
 CP0790'107.0 FT (32.6 M) SOUTHWEST OF THE CENTER OF PAVED DRIVEWAY, 1.5 FT
 CP0790'(0.5 M) SOUTHEAST OF A FENCE AND 1.0 FT (0.3 M) SOUTHWEST OF A METAL
 CP0790'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0791 ***********************************************************************
 CP0791  DESIGNATION -  ASH RM 1
 CP0791  PID         -  CP0791
 CP0791  STATE/COUNTY-  MS/CLAIBORNE
 CP0791  USGS QUAD   -  WILLOWS (1973)
 CP0791
 CP0791                         *CURRENT SURVEY CONTROL
 CP0791  ___________________________________________________________________
 CP0791* NAD 83(1986)-  32 01 06.     (N)    090 57 05.     (W)     SCALED    
 CP0791* NAVD 88     -        61.47   (+/-2cm)     201.7    (feet)  VERTCON   
 CP0791  ___________________________________________________________________
 CP0791  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0791
 CP0791.The horizontal coordinates were scaled from a topographic map and have
 CP0791.an estimated accuracy of +/- 6 seconds.
 CP0791
 CP0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0791.The vertical order pertains to the NGVD 29 superseded value.
 CP0791
 CP0791.The geoid height was determined by GEOID03.
 CP0791
 CP0791;                    North         East    Units  Estimated Accuracy
 CP0791;SPC MS W     -   279,350.      641,610.      MT  (+/- 180 meters Scaled)
 CP0791
 CP0791                          SUPERSEDED SURVEY CONTROL
 CP0791
 CP0791  NGVD 29 (??/??/92)   61.493  (m)          201.75   (f) ADJ UNCH    2 0
 CP0791
 CP0791.Superseded values are not recommended for survey control.
 CP0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0791.See file dsdata.txt to determine how the superseded data were derived.
 CP0791
 CP0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR934443(NAD 83)
 CP0791_MARKER: DR = REFERENCE MARK DISK
 CP0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0791_STAMPING: ASH NO 1 1948
 CP0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0791+STABILITY: SURFACE MOTION
 CP0791
 CP0791  HISTORY     - Date     Condition        Report By
 CP0791  HISTORY     - 1948     MONUMENTED       CGS
 CP0791  HISTORY     - 1970     GOOD             MSHD
 CP0791
 CP0791                          STATION DESCRIPTION
 CP0791
 CP0791'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0791'4.5 MI NNE FROM PORT GIBSON.
 CP0791'THE MARK IS LOCATED 4.5 MILES NORTH-NORTHEAST OF PORT GIBSON, 1.5
 CP0791'MILES NORTH OF THE LARGE CONCRETE BRIDGE OVER BAYOU PIERRE ON LAND
 CP0791'OWNED BY MRS. B.F. BALL.  IT IS 75.20 FEET SOUTHEAST OF THE STATION,
 CP0791'119 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 103 FEET
 CP0791'EAST-NORTHEAST OF A R.O.W. MARKER, 88 FEET SOUTHEAST OF A FENCE
 CP0791'CORNER.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CP0791'PROJECTING 8 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST
 CP0791'OFFICE IN PORT GIBSON GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE
 CP0791'INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTH ON U.S.
 CP0791'HIGHWAY 61 FOR 3.9 MILES TO THE JUNCTION OF STATE HIGHWAY 462.
 CP0791'CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 0.45 MILE TO THE MARK ON THE
 CP0791'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0727 ***********************************************************************
 BW0727  DESIGNATION -  ASHLAND BOLT
 BW0727  PID         -  BW0727
 BW0727  STATE/COUNTY-  MS/JEFFERSON
 BW0727  USGS QUAD   -  CHAMBLEE (1994)
 BW0727
 BW0727                         *CURRENT SURVEY CONTROL
 BW0727  ___________________________________________________________________
 BW0727* NAD 83(1986)-  31 47 26.     (N)    091 21 08.     (W)     SCALED    
 BW0727* NAVD 88     -        21.06   (+/-2cm)      69.1    (feet)  VERTCON   
 BW0727  ___________________________________________________________________
 BW0727  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0727
 BW0727.The horizontal coordinates were scaled from a topographic map and have
 BW0727.an estimated accuracy of +/- 6 seconds.
 BW0727
 BW0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0727.The vertical order pertains to the NGVD 29 superseded value.
 BW0727
 BW0727.The geoid height was determined by GEOID03.
 BW0727
 BW0727;                    North         East    Units  Estimated Accuracy
 BW0727;SPC MS W     -   254,380.      603,510.      MT  (+/- 180 meters Scaled)
 BW0727
 BW0727                          SUPERSEDED SURVEY CONTROL
 BW0727
 BW0727  NGVD 29 (??/??/92)   21.072  (m)           69.13   (f) ADJ UNCH    1 2
 BW0727
 BW0727.Superseded values are not recommended for survey control.
 BW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0727.See file dsdata.txt to determine how the superseded data were derived.
 BW0727
 BW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR560184(NAD 83)
 BW0727_MARKER: B = BOLT
 BW0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0727_SP_SET: TILE
 BW0727_STAMPING: ASHLAND
 BW0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0727
 BW0727  HISTORY     - Date     Condition        Report By
 BW0727  HISTORY     - UNK      MONUMENTED       USE
 BW0727  HISTORY     - 1957     GOOD             DOD
 BW0727
 BW0727                          STATION DESCRIPTION
 BW0727
 BW0727'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BW0727'1.5 MI S FROM ASHLAND LANDING.
 BW0727'1-1/2 MILES SOUTH OF ASHLAND LANDING, JEFFERSON COUNTY, 900 FEET BACK
 BW0727'OF THE TOP OF THE MISSISSIPPI RIVER BANK, AT THE LOWER PART OF A LARGE
 BW0727'CLEARING BELOW A SETTLEMENT, ON THE SITE OF A FORMER CABIN, ON A SMALL
 BW0727'RIDGE, 260 FEET LANDSIDE FROM THE CENTERLINE OF A ROAD, AT A POINT
 BW0727'BELOW THE LOWER EDGE OF THE RIDGE, 141.2 FEET EAST OF A BLAZED 9-INCH
 BW0727'BLACK THORN TREE, AND 74.3 FEET SOUTH OF A BLAZED 7-INCH BLACK THORN
 BW0727'TREE.  A COPPER BOLT SET IN THE TOP OF A TILE 3 FEET UNDER GROUND,
 BW0727'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 12 INCHES ABOVE
 BW0727'GROUND AND BEARING A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0726 ***********************************************************************
 BW0726  DESIGNATION -  ASHLAND CAP
 BW0726  PID         -  BW0726
 BW0726  STATE/COUNTY-  MS/JEFFERSON
 BW0726  USGS QUAD   -  CHAMBLEE (1994)
 BW0726
 BW0726                         *CURRENT SURVEY CONTROL
 BW0726  ___________________________________________________________________
 BW0726* NAD 83(1986)-  31 47 26.     (N)    091 21 08.     (W)     SCALED    
 BW0726* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 BW0726  ___________________________________________________________________
 BW0726  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0726  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0726
 BW0726.The horizontal coordinates were scaled from a topographic map and have
 BW0726.an estimated accuracy of +/- 6 seconds.
 BW0726
 BW0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0726.The vertical order pertains to the NGVD 29 superseded value.
 BW0726
 BW0726.The geoid height was determined by GEOID03.
 BW0726
 BW0726;                    North         East    Units  Estimated Accuracy
 BW0726;SPC MS W     -   254,380.      603,510.      MT  (+/- 180 meters Scaled)
 BW0726
 BW0726                          SUPERSEDED SURVEY CONTROL
 BW0726
 BW0726  NGVD 29 (??/??/92)   22.304  (m)           73.18   (f) ADJ UNCH    1 2
 BW0726
 BW0726.Superseded values are not recommended for survey control.
 BW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0726.See file dsdata.txt to determine how the superseded data were derived.
 BW0726
 BW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR560184(NAD 83)
 BW0726_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0726_STAMPING: ASHLAND
 BW0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0726
 BW0726  HISTORY     - Date     Condition        Report By
 BW0726  HISTORY     - UNK      MONUMENTED       USE
 BW0726  HISTORY     - 1957     POOR             DOD
 BW0726
 BW0726                          STATION DESCRIPTION
 BW0726
 BW0726'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BW0726'1.5 MI S FROM ASHLAND LANDING.
 BW0726'1-1/2 MILES SOUTH OF ASHLAND LANDING, JEFFERSON COUNTY, 900 FEET BACK
 BW0726'OF THE TOP OF THE MISSISSPPI RIVER BANK, AT THE LOWER PART OF A LARGE
 BW0726'CLEARING BELOW A SETTLEMENT, ON THE SITE OF A FORMER CABIN, ON A SMALL
 BW0726'RIDGE, 260 FEET LANDSIDE FROM THE CENTERLINE OF A ROAD, AT A POINT
 BW0726'BELOW THE LOWER EDGE OF THE RIDGE, 141.2 FEET EAST OF A BLAZED 9-INCH
 BW0726'BLACK THORN TREE, AND 74.3 FEET SOUTH OF A BLAZED 7-INCH BLACK THORN
 BW0726'TREE.  AN IRON PIPE PROJECTING 12 INCHES ABOVE GROUND AND BEARING A
 BW0726'COPRS OF ENGINERRS, U.S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1658 ***********************************************************************
 EG1658  DESIGNATION -  ASHLAND MICROWAVE REPEATER TR
 EG1658  PID         -  EG1658
 EG1658  STATE/COUNTY-  MS/BENTON
 EG1658  USGS QUAD   -  ASHLAND (1982)
 EG1658
 EG1658                         *CURRENT SURVEY CONTROL
 EG1658  ___________________________________________________________________
 EG1658* NAD 83(1993)-  34 51 29.51186(N)    089 14 22.00932(W)     ADJUSTED  
 EG1658* NAVD 88     -              **(meters)            **(feet)            
 EG1658  ___________________________________________________________________
 EG1658  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EG1658  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG1658  HORZ ORDER  -  THIRD
 EG1658
 EG1658.The horizontal coordinates were established by classical geodetic methods
 EG1658.and adjusted by the National Geodetic Survey in May 1994.
 EG1658
 EG1658
 EG1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1658
 EG1658.The geoid height was determined by GEOID03.
 EG1658
 EG1658;                    North         East     Units Scale Factor Converg.
 EG1658;SPC MS E     -   594,217.698   262,864.528   MT  0.99996699   -0 13 55.6
 EG1658;SPC MS E     - 1,949,529.23    862,414.71   sFT  0.99996699   -0 13 55.6
 EG1658;UTM  16      - 3,859,605.299   295,276.619   MT  1.00011659   -1 16 49.4
 EG1658
 EG1658                          SUPERSEDED SURVEY CONTROL
 EG1658
 EG1658  NAD 83(1986)-  34 51 29.52306(N)    089 14 22.00777(W) AD(       ) 4
 EG1658  NAD 27      -  34 51 29.18966(N)    089 14 21.75281(W) AD(       ) 3
 EG1658
 EG1658.Superseded values are not recommended for survey control.
 EG1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1658.See file dsdata.txt to determine how the superseded data were derived.
 EG1658
 EG1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9527759605(NAD 83)
 EG1658_MARKER: 45 = MICROWAVE TOWER
 EG1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1658+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 EG1658
 EG1658  HISTORY     - Date     Condition        Report By
 EG1658  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1658  HISTORY     - 20070720 GOOD             GEOCAC
 EG1658
 EG1658                          STATION DESCRIPTION
 EG1658
 EG1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1658'STATION IS ABOUT 14 MILES NORTHEAST OF HOLLY SPRINGS, 6 MILES SOUTH
 EG1658'OF U S HIGHWAY 72,
 EG1658'4 MILES NORTHWEST OF ASHLAND, ON THE HIGHEST POINT
 EG1658'OF A HILL LOCALLY KNOWN AS HARNER
 EG1658'HILL AND ON PROPERTY OWNED BY MR H
 EG1658'A HOBSON.
 EG1658'
 EG1658'TO REACH THE STATION FROM THE JUNCTION OS STATE HIGHWAYS 5 AND 370
 EG1658'ABOUT 1 MILE WEST
 EG1658'OF ASHLAND, GO NORTHERLY ON STATE HIGHWAY 5 FOR
 EG1658'1.95 MILES TO A CROSSROAD.  TURN
 EG1658'LEFT AND GO WEST, SOUTHWEST AND WEST
 EG1658'ON A BLACKTOP ROAD FOR 3.2 MILES TO A SIDE ROAD
 EG1658'RIGHT JUST AFTER THE
 EG1658'BLACKTOP ENDS.  TURN RIGHT AND GO NORTH ON A SAND ROAD FOR 0.1
 EG1658'MILE TO THE
 EG1658'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY ON THE SAND ROAD
 EG1658'FOR 0.2 MILE TO A Y-FORK.
 EG1658'TAKE THE RIGHT FORK AND GO NORTH AND
 EG1658'NORTHEAST UPHILL ON A DIRT ROAD FOR 0.15
 EG1658'MILE TO THE TOP OF THE HILL
 EG1658'AND THE STATION.
 EG1658'
 EG1658'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 3 LEGGED
 EG1658'GUYED STEEL
 EG1658'STRUCTURE PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS
 EG1658'WITH A REFLECTOR SCREEN ON THE
 EG1658'SOUTH SIDE.  IT IS OWNED AND OPERATED
 EG1658'BY THE MICROWAVE SERVICE CO OF TUPELO.  THE
 EG1658'OVERALL HEIGHT IS 300 FEET.
 EG1658'
 EG1658'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARNER THE
 EG1658'DISTANCE BEING
 EG1658'55.66 FEET OR 16.965 METERS.
 EG1658
 EG1658                          STATION RECOVERY (2007)
 EG1658
 EG1658'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 EG1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1656 ***********************************************************************
 EG1656  DESIGNATION -  ASHLAND MUNICIPAL TANK
 EG1656  PID         -  EG1656
 EG1656  STATE/COUNTY-  MS/BENTON
 EG1656  USGS QUAD   -  ASHLAND (1982)
 EG1656
 EG1656                         *CURRENT SURVEY CONTROL
 EG1656  ___________________________________________________________________
 EG1656* NAD 83(1993)-  34 49 57.37882(N)    089 10 36.79814(W)     ADJUSTED  
 EG1656* NAVD 88     -              **(meters)            **(feet)            
 EG1656  ___________________________________________________________________
 EG1656  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EG1656  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1656  HORZ ORDER  -  THIRD
 EG1656
 EG1656.The horizontal coordinates were established by classical geodetic methods
 EG1656.and adjusted by the National Geodetic Survey in May 1994.
 EG1656
 EG1656
 EG1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1656
 EG1656.The geoid height was determined by GEOID03.
 EG1656
 EG1656;                    North         East     Units Scale Factor Converg.
 EG1656;SPC MS E     -   591,357.257   268,575.259   MT  0.99996217   -0 11 46.4
 EG1656;SPC MS E     - 1,940,144.60    881,150.66   sFT  0.99996217   -0 11 46.4
 EG1656;UTM  16      - 3,856,640.485   300,934.860   MT  1.00008843   -1 14 37.7
 EG1656
 EG1656                          SUPERSEDED SURVEY CONTROL
 EG1656
 EG1656  NAD 83(1986)-  34 49 57.39011(N)    089 10 36.79740(W) AD(       ) 4
 EG1656  NAD 27      -  34 49 57.05438(N)    089 10 36.54526(W) AD(       ) 3
 EG1656
 EG1656.Superseded values are not recommended for survey control.
 EG1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1656.See file dsdata.txt to determine how the superseded data were derived.
 EG1656
 EG1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0093556640(NAD 83)
 EG1656_MARKER: 53 = ELEVATED TANK
 EG1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1656+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 EG1656
 EG1656  HISTORY     - Date     Condition        Report By
 EG1656  HISTORY     - 1966     FIRST OBSERVED   CGS
 EG1656  HISTORY     - 20060325 GOOD             MSSU
 EG1656  HISTORY     - 20070720 GOOD             GEOCAC
 EG1656
 EG1656                          STATION DESCRIPTION
 EG1656
 EG1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1656'STATION IS LOCATED IN THE BUSINESS SECTION OF ASHLAND.
 EG1656'
 EG1656'STATION IS AN OLD TYPE WATER TANK PAINTED SILVER, IS SUPPORTED BY 4
 EG1656'LEGS AND IS
 EG1656'APPROXIMATELY 100 FEET HIGH.
 EG1656'
 EG1656'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 EG1656
 EG1656                          STATION RECOVERY (2006)
 EG1656
 EG1656'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 EG1656'RECOVERED IN GOOD CONDITION.
 EG1656
 EG1656                          STATION RECOVERY (2007)
 EG1656
 EG1656'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 EG1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2184 ***********************************************************************
 BW2184  DESIGNATION -  ASHLEY
 BW2184  PID         -  BW2184
 BW2184  STATE/COUNTY-  MS/COPIAH
 BW2184  USGS QUAD   -  GEORGETOWN (1971)
 BW2184
 BW2184                         *CURRENT SURVEY CONTROL
 BW2184  ___________________________________________________________________
 BW2184* NAD 83(1993)-  31 47 35.67581(N)    090 14 41.09945(W)     ADJUSTED  
 BW2184* NAVD 88     -       137.54   (+/-2cm)     451.2    (feet)  VERTCON   
 BW2184  ___________________________________________________________________
 BW2184  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2184  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW2184  HORZ ORDER  -  FIRST
 BW2184  VERT ORDER  -  THIRD ? (See Below)
 BW2184
 BW2184.The horizontal coordinates were established by classical geodetic methods
 BW2184.and adjusted by the National Geodetic Survey in May 1994.
 BW2184
 BW2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2184.The vertical order pertains to the NGVD 29 superseded value.
 BW2184
 BW2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2184
 BW2184.The geoid height was determined by GEOID03.
 BW2184
 BW2184;                    North         East     Units Scale Factor Converg.
 BW2184;SPC MS W     -   254,227.644   708,388.843   MT  0.99995087   +0 02 48.0
 BW2184;SPC MS W     -   834,078.53  2,324,105.73   sFT  0.99995087   +0 02 48.0
 BW2184;UTM  15      - 3,520,824.927   760,875.469   MT  1.00043943   +1 27 08.8
 BW2184
 BW2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2184!SPC MS W     -   0.99998249  x   0.99995087  =   0.99993336
 BW2184!UTM  15      -   0.99998249  x   1.00043943  =   1.00042191
 BW2184
 BW2184|---------------------------------------------------------------------|
 BW2184| PID    Reference Object                     Distance      Geod. Az  |
 BW2184|                                                           dddmmss.s |
 BW2184| CY3310 ASHLEY RM 1                          26.478 METERS 16548     |
 BW2184| CY3309 ASHLEY AZ MK                                       2441215.0 |
 BW2184| CY3312 ASHLEY RM 3                          19.702 METERS 24532     |
 BW2184| CY3311 ASHLEY RM 2                          22.851 METERS 25614     |
 BW2184|---------------------------------------------------------------------|
 BW2184
 BW2184                          SUPERSEDED SURVEY CONTROL
 BW2184
 BW2184  NAD 83(1986)-  31 47 35.69071(N)    090 14 41.09580(W) AD(       ) 1
 BW2184  NAD 27      -  31 47 35.10600(N)    090 14 40.77800(W) AD(       ) 1
 BW2184  NGVD 29 (07/19/86)  137.55   (m)          451.3    (f) LEVELING    3  
 BW2184
 BW2184.Superseded values are not recommended for survey control.
 BW2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2184.See file dsdata.txt to determine how the superseded data were derived.
 BW2184
 BW2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6087520825(NAD 83)
 BW2184_MARKER: DS = TRIANGULATION STATION DISK
 BW2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2184
 BW2184  HISTORY     - Date     Condition        Report By
 BW2184  HISTORY     - 1945     MONUMENTED       CGS
 BW2184  HISTORY     - 1946     SEE DESCRIPTION  CGS
 BW2184  HISTORY     - 1947     GOOD             CGS
 BW2184  HISTORY     - 1955     GOOD             CGS
 BW2184  HISTORY     - 1965     GOOD             MSHD
 BW2184  HISTORY     - 1970     GOOD             MSSU
 BW2184
 BW2184                          STATION DESCRIPTION
 BW2184
 BW2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2184'THE STATION IS LOCATED ABOUT 10 MILES SE OF THE VILLAGE OF
 BW2184'HAZELHURST, ON LAND OWNED BY M.C. ASHLEY, 36 FEET S OF THE
 BW2184'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 16.5 FEET S OF
 BW2184'AN E-W FENCE LINE AND A STANDARD WITNESS POST.
 BW2184'
 BW2184'STATION MARK IS A BRONZE STATION DISK, STAMPED ASHLEY 1945, AND
 BW2184'PROJECTS 2 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK
 BW2184'IN CONCRETE.
 BW2184'
 BW2184'REFERENCE MARK 1 IS 86.87 FEET S OF THE STATION, 48 FEET W OF
 BW2184'A FARM DRIVEWAY, AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 BW2184'STATION MARK.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED
 BW2184'ASHLEY NO 1 1945, AND PROJECTS 2 INCHES.
 BW2184'
 BW2184'REFERENCE MARK 2 IS 74.97 FEET SW OF THE STATION, 22 FEET S
 BW2184'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 7 FEET
 BW2184'S OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 BW2184'STAMPED ASHLEY NO 2 1945, AND PROJECTS 3 INCHES.
 BW2184'
 BW2184'THE AZIMUTH MARK IS 0.2 MILE SW OF THE STATION, ABOUT 200 FEET
 BW2184'NW OF THE NW CORNER OF AN UNPAINTED FARMHOUSE, 15 FEET W OF A
 BW2184'FARM DRIVEWAY, AND 2 FEET NE OF A STANDARD WITNESS POST.  IT IS
 BW2184'A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED ASHLEY 1945, AND
 BW2184'PROJECTS 2 INCHES.
 BW2184'
 BW2184'TO REACH THE STATION FROM THE SE CORNER OF THE COPIAH COURTHOUSE
 BW2184'SQUARE IN HAZELHURST, GO E 0.15 MILE TO RAILROAD TRACKS, CROSS
 BW2184'TRACKS AND TURN RIGHT ON MACADAM ROAD, AND GO 0.8 MILE TO THE
 BW2184'END OF MACADAM ROAD.  CONTINUE ON FOR 1.1 MILES TO A
 BW2184'Y-INTERSECTION AND THE TWO WAY INN IN THE INTERSECTION OF THE
 BW2184'ROADS, HERE TURN LEFT AND GO 5.55 MILES TO A T-ROAD LEFT AND AN
 BW2184'OLD FARMHOUSE ON THE LEFT, TURN LEFT AND GO 1.7 MILES TO A
 BW2184'FORK, THENCE RIGHT FOR 1.3 MILES TO A Y-INTERSECTION, THENCE
 BW2184'LEFT AND GO 0.4 MILE TO ANOTHER Y-INTERSECTION.  HERE KEEP
 BW2184'STRAIGHT AHEAD AND GO 0.9 MILE TO A T-INTERSECTION, TURN RIGHT
 BW2184'AND GO 1.0 MILE TO A T-ROAD RIGHT AND A SMALL CEMETERY ON THE
 BW2184'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION
 BW2184'ON THE RIGHT AS DESCRIBED.
 BW2184'
 BW2184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON A GRAVELED
 BW2184'ROAD FOR 0.25 MILE TO A CEMETERY ON RIGHT AND A T-ROAD RIGHT,
 BW2184'CONTINUE ON FOR ABOUT 100 FEET TO A FARM DRIVEWAY ON THE LEFT,
 BW2184'TURN LEFT AND GO 0.15 MILE TO AN UNPAINTED FARMHOUSE AND AZIMUTH
 BW2184'MARK AS DESCRIBED.
 BW2184'
 BW2184'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BW2184
 BW2184                          STATION RECOVERY (1946)
 BW2184
 BW2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2184'STATION WAS RECOVERED.  ALL MARKS WERE FOUND IN GOOD CONDITION
 BW2184'AND ALL MEASUREMENTS FOUND CORRECT.
 BW2184'
 BW2184'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BW2184'DISKS SET IN CONCRETE.
 BW2184'
 BW2184'A COMPLETE DESCRIPTION FOLLOWS.
 BW2184'
 BW2184'THE STATION IS LOCATED ABOUT 10 MILES SE OF HAZELHURST, ON LAND
 BW2184'OWNED BY A MR. ASHLEY.  IT IS 36 FEET S OF THE APPROXIMATE CENTER
 BW2184'OF A GRAVEL ROAD, 17 FEET S OF A FENCE, AND 16.5 FEET SE OF A
 BW2184'STANDARD WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 BW2184'THE DISK IS STAMPED ASHLEY 1945.
 BW2184'
 BW2184'REFERENCE MARK 1 IS 86.87 FEET S OF THE STATION.  A SLOPE
 BW2184'MEASUREMENT WAS MADE.  IT IS 48 FEET W OF A FARM DRIVEWAY.  THE
 BW2184'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ASHLEY NO 1 1945.
 BW2184'
 BW2184'REFERENCE MARK 2 IS 74.97 FEET SW OF THE STATION, 22 FEET S OF
 BW2184'THE APPROXIMATE CENTER OF A GRAVEL ROAD, AND 7 FEET S OF A FENCE.
 BW2184'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ASHLEY NO 2
 BW2184'1945.
 BW2184'
 BW2184'THE AZIMUTH MARK IS 0.2 MILE SW OF THE STATION, ABOUT 200 FEET
 BW2184'NW OF A FARMHOUSE, AND 2 FEET NE OF A STANDARD WHITE WITNESS
 BW2184'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ASHLEY
 BW2184'1945.
 BW2184'
 BW2184'TO REACH THE STATION FROM THE SE SIDE OF THE COPIAH COURTHOUSE
 BW2184'IN HAZELHURST, GO E ON BLACK-TOP ROAD FOR 0.15 MILE TO RAILROAD
 BW2184'TRACKS, CROSS TRACKS AND TURN RIGHT ON HARD SURFACE ROAD FOR
 BW2184'0.8 MILE TO ITS END.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD
 BW2184'FOR 1.1 MILES TO Y-INTERSECTION AND THE TWO WAY INN IN THE Y,
 BW2184'HERE TURN LEFT AND GO 5.55 MILES TO A T-ROAD LEFT, AND GO 1.7
 BW2184'MILES TO A FORK, TAKE RIGHT FORK AND GO 1.3 MILES TO A Y,
 BW2184'THENCE LEFT FOR 0.4 MILE TO ANOTHER Y, HERE KEEP STRAIGHT AHEAD
 BW2184'OR RIGHT FOR 0.9 MILE TO A T-ROAD, TURN RIGHT AND GO 1.0 MILE TO
 BW2184'A T-ROAD RIGHT AND SMALL CEMETERY ON LEFT, CONTINUE STRAIGHT
 BW2184'AHEAD FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 BW2184'
 BW2184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON GRAVEL ROAD
 BW2184'FOR 0.25 MILE TO CEMETERY ON RIGHT AND T-ROAD RIGHT, CONTINUE
 BW2184'STRAIGHT AHEAD FOR ABOUT 100 FEET TO A FARM ROAD ON LEFT, TURN
 BW2184'LEFT AND GO 0.15 MILE TO AZIMUTH MARK AS DESCRIBED.
 BW2184
 BW2184                          STATION RECOVERY (1947)
 BW2184
 BW2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2184'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND AS
 BW2184'DESCRIBED BY W.J.C. IN 1946.  ALL MARKS WERE FOUND IN GOOD
 BW2184'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 BW2184'
 BW2184'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HAZLEHURST
 BW2184'ON LAND OWNED BY MR. C. ASHLEY.  IT IS 36 FEET SOUTH OF THE
 BW2184'APPROXIMATE CENTERLINE OF THE ROAD AND 16.5 FEET SOUTH OF A
 BW2184'WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 BW2184'STAMPED ASHLEY 1945.
 BW2184'
 BW2184'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2184'BRONZE DISKS SET IN CONCRETE.
 BW2184'
 BW2184'REFERENCE MARK NO. 1 IS 86.87 FEET SOUTH OF THE STATION, (SLOPE
 BW2184'MEASUREMENT) AND 48 FEET WEST OF A FARM DRIVEWAY.  THE MARK
 BW2184'PROJECTS 2 INCHES, AND THE DISK IS STAMPED ASHLEY NO 1 1945.
 BW2184'
 BW2184'REFERENCE MARK NO. 2 IS 74.97 FEET SOUTHWEST OF THE STATION, 22
 BW2184'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 7 FEET
 BW2184'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 BW2184'IS STAMPED ASHLEY NO 2 1945.
 BW2184'
 BW2184'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE
 BW2184'STATION, ABOUT 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BW2184'AN OLD UNPAINTED HOUSE, 15 FEET NORTHEAST OF A FARM DRIVEWAY, AND
 BW2184'2 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES,
 BW2184'AND THE DISK IS STAMPED ASHLEY 1945.
 BW2184'
 BW2184'TO REACH FROM THE RAILROAD CROSSING IN THE TOWN OF ROCKPOST, GO
 BW2184'WEST ON THE MAIN GRAVEL ROAD FOR 4.7 MILES TO A ROAD FORK, AND A
 BW2184'SMALL GROCERY STORE ON THE RIGHT.  TURN RIGHT, NORTHWEST, AND
 BW2184'GO 1.7 MILES TO THE TOP OF A SMALL HILL AND THE STATION ON
 BW2184'THE LEFT.
 BW2184'
 BW2184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE MAIN
 BW2184'GRAVEL ROAD FOR 0.2 MILE TO A CEMETERY AND A SIDE ROAD ON THE
 BW2184'RIGHT.  CONTINUE WEST FOR ABOUT 100 FEET TO A FARM DRIVEWAY ON
 BW2184'THE LEFT, TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE
 BW2184'RIGHT.
 BW2184'
 BW2184'HEIGHT OF LIGHT ABOVE STATION MARK, (30 METERS IN 1947).
 BW2184
 BW2184                          STATION RECOVERY (1955)
 BW2184
 BW2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2184'THE STATION WAS VISITED 10-13-55 AND THE SURFACE MARK, REFERENCE
 BW2184'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2184'REFERENCE MARK NO. 2 WAS FOUND WITH THE TOP BROKEN OFF AND THE
 BW2184'DISK DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED NEAR THE
 BW2184'LOCATION OF REFERENCE MARK NO. 2.  DUE TO CHANGES IN THE ROADS
 BW2184'A NEW TO REACH IS WRITTEN.
 BW2184'
 BW2184'A NEW DESCRIPTION FOLLOWS--
 BW2184'
 BW2184'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HAZELHURST ON
 BW2184'A GRAVEL KNOLL, COVERED WITH SMALL PINE TREES, OWNED BY MR. W.C.
 BW2184'ASHLEY AND ACROSS THE ROAD FROM THE HOME OF MR. W.F. WALKER.
 BW2184'IT IS 33 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 12 FEET
 BW2184'SOUTH OF A FENCE LINE AND 57 FEET EAST OF THE PROJECTED TANGENT
 BW2184'OF THE EAST SIDE OF THE WALKER HOUSE.  IT IS A STANDARD DISK,
 BW2184'STAMPED ASHLEY 1945, PROJECTING 2 INCHES.
 BW2184'
 BW2184'REFERENCE MARK NO. 1 IS 86.87 FEET SOUTH OF THE STATION IN A PINE
 BW2184'THICKET ON THE SOUTH SLOPE OF THE HILL, 122 FEET SOUTH OF THE
 BW2184'CENTER OF THE GRAVELED ROAD AND 51 FEET NORTH OF A POWER LINE
 BW2184'POLE.  IT IS A STANDARD DISK, STAMPED ASHLEY NO 1 1945,
 BW2184'PROJECTING, 3 INCHES.
 BW2184'
 BW2184'REFERENCE MARK NO. 3 IS 64.64 FEET WEST OF THE STATION ON THE
 BW2184'WEST SLOPE OF THE HILL, 34 FEET SOUTH OF THE CENTER OF THE
 BW2184'GRAVELED ROAD, 14 FEET SOUTH OF A FENCE LINE AND 52 FEET SOUTHEAST
 BW2184'OF A FENCE CORNER AND OAK TREE, ACROSS THE ROAD AND IN FRONT OF
 BW2184'THE WALKER HOUSE.  IT IS A STANDARD DISK, STAMPED ASHLEY NO 3,
 BW2184'PROJECTING 8 INCHES.
 BW2184'
 BW2184'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, 0.15 MILE
 BW2184'SOUTH OF THE CHURCH AND CEMETERY AT THE T INTERSECTION OF ROADS,
 BW2184'200 FEET NORTHWEST OF AN UNPAINTED HOUSE WHICH IS AT THE NORTH
 BW2184'EDGE OF A CULTIVATED FIELD AND 15 FEET WEST OF THE CENTER OF A
 BW2184'TRACK ROAD WHICH IS ALONG THE WEST EDGE OF A CULTIVATED FIELD.
 BW2184'IT IS A STANDARD DISK, PROJECTING 2 INCHES.
 BW2184'
 BW2184'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.2 MILE
 BW2184'TO A SIDE ROAD LEFT AND A CEMETERY ON THE RIGHT, TURN LEFT AND
 BW2184'GO DOWNHILL, CROSSING A SMALL VALLEY THEN TO THE TOP OF THE
 BW2184'NEXT HILL AND THE AZIMUTH ON THE RIGHT JUST BEFORE REACHING THE
 BW2184'UNPAINTED HOUSE.
 BW2184'
 BW2184'TO REACH THE STATION FROM THE POST OFFICE IN HAZELHURST GO EAST
 BW2184'ON STATE HIGHWAY 20 FOR 2.90 MILES TO A FORKS, WHERE STATE
 BW2184'HIGHWAY 20 BEARS LEFT AND THE AMOS STORE AND A BROWN BRICK
 BW2184'CHURCH ON THE RIGHT, TURN RIGHT, PASSING TO THE LEFT OF THE
 BW2184'CHURCH AND GO 5.25 MILE TO A FORK, TAKE LEFT FORK AND GO 1.8
 BW2184'MILES TO A FORK, TAKE RIGHT FORK AND GO 0.55 MILE TO A FORK,
 BW2184'TAKE LEFT FORK AND GO 0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO
 BW2184'2.1 MILES TO A T-INTERSECTION.  TURN LEFT AND GO 0.2 MILE
 BW2184'TO THE STATION ON THE RIGHT.
 BW2184
 BW2184                          STATION RECOVERY (1965)
 BW2184
 BW2184'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2184'THE STATION WAS VISITED 11-30-65 AND THE STATION, R.M. 1, R.M. 3
 BW2184'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 2 HAD BEEN
 BW2184'DESTROYED.  IT WAS FOUND NEAR THE STATION AND THE DISK WAS
 BW2184'RECOVERED.
 BW2184'
 BW2184'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE NORTH
 BW2184'SIDE OF THE U.S. POST OFFICE ON WEST GREEN STREET IN HAZLEHURST,
 BW2184'GO EAST FOR 0.1 MILES ACROSS THE RAILROAD TRACK TO A BLACKTOP
 BW2184'STREET.  TURN RIGHT AND GO 7.5 MILES TO A T ROAD LEFT.  TURN LEFT
 BW2184'ON A BLACKTOP ROAD AND GO 4.6 MILES TO THE STATION ON THE RIGHT.
 BW2184'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON A BLACKTOP
 BW2184'ROAD FOR 0.25 MILES TO A CEMETERY AND A T-ROAD RIGHT.  CONTINUE
 BW2184'FOR APPROXIMATELY 100 FEET TO A FARM ROAD LEFT.  TURN LEFT AND
 BW2184'GO 0.2 MILES TO THE MARK ON THE RIGHT.
 BW2184'
 BW2184'STATION DISK IS STAMPED ASHLEY (1945) AND PROJECTS 2 INCHES.
 BW2184'IT IS 32 FEET SOUTH OF CENTERLINE OF BLACKTOP ROAD AND 13.4 FEET
 BW2184'SOUTH OF A METAL WITNESS POST.
 BW2184'
 BW2184'R.M. 1 IS 51 FEET NORTHWEST OF A POWERPOLE, 48 FEET WEST OF A
 BW2184'TRACK ROAD AND 25 FEET NORTH OF A FENCE, IS STAMPED ASHLEY NO 1
 BW2184'(1945) AND PROJECTS 2 INCHES.
 BW2184'
 BW2184'R.M. 3 IS 33 FEET SOUTH OF A BLACKTOP ROAD, IS STAMPED ASHLEY NO
 BW2184'3 (1945) AND PROJECTS 5 INCHES.
 BW2184'
 BW2184'AZIMUTH MARK IS APPROXIMATELY 200 FEET NORTHWEST OF NORTHWEST
 BW2184'CORNER OF HOUSE, 17 FEET WEST OF CENTERLINE OF GRAVELED ROAD
 BW2184'AND 1.5 FEET WEST OF A METAL WITNESS POST, IS STAMPED ASHLEY
 BW2184'(1945) AND PROJECTS 2 INCHES.
 BW2184
 BW2184                          STATION RECOVERY (1970)
 BW2184
 BW2184'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2184'ASHLEY 1945 - GOOD 2 FT E/4 IN PINE
 BW2184'
 BW2184'ASHLEY NO 1 1945 - GOOD
 BW2184'
 BW2184'ASHLEY NO 3 1945 - GOOD 50 FT E/FENCE CORNER AND 24 IN OAK TREE
 BW2184'
 BW2184'ASHLEY 1945 (AZIMUTH MK) - GOOD 4 PACES SW OF 12 IN PINE --- 25
 BW2184'AND 32 PACES NORTH OF TWO 24 IN OAK TREES
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7176 ***********************************************************************
 AI7176  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7176  DESIGNATION -  ASRM FIELD
 AI7176  PID         -  AI7176
 AI7176  STATE/COUNTY-  MS/HANCOCK
 AI7176  USGS QUAD   -  DEAD TIGER CREEK (1970)
 AI7176
 AI7176                         *CURRENT SURVEY CONTROL
 AI7176  ___________________________________________________________________
 AI7176* NAD 83(2007)-  30 22 43.08010(N)    089 33 55.89496(W)     ADJUSTED  
 AI7176* NAVD 88     -         8.37   (meters)      27.5    (feet)  GPS OBS   
 AI7176  ___________________________________________________________________
 AI7176  EPOCH DATE  -        2002.00
 AI7176  X           -      41,760.167 (meters)                     COMP
 AI7176  Y           -  -5,506,975.183 (meters)                     COMP
 AI7176  Z           -   3,206,644.787 (meters)                     COMP
 AI7176  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AI7176  ELLIP HEIGHT-         -18.945 (meters)          (02/10/07) ADJUSTED
 AI7176  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AI7176
 AI7176  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7176  Type    PID    Designation                      North   East  Ellip
 AI7176  -------------------------------------------------------------------
 AI7176  NETWORK AI7176 ASRM FIELD                        0.37   0.35   0.76
 AI7176  -------------------------------------------------------------------
 AI7176
 AI7176.The horizontal coordinates were established by GPS observations
 AI7176.and adjusted by the National Geodetic Survey in February 2007.
 AI7176
 AI7176.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7176.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7176.The horizontal coordinates are valid at the epoch date displayed above.
 AI7176.The epoch date for horizontal control is a decimal equivalence
 AI7176.of Year/Month/Day.
 AI7176
 AI7176.The orthometric height was determined by GPS observations and a
 AI7176.high-resolution geoid model.
 AI7176.The orthometric height was determined by GPS observations and a
 AI7176.high-resolution geoid model using precise GPS observation and
 AI7176.processing techniques.
 AI7176
 AI7176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7176
 AI7176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7176
 AI7176.The ellipsoidal height was determined by GPS observations
 AI7176.and is referenced to NAD 83.
 AI7176
 AI7176.The geoid height was determined by GEOID03.
 AI7176
 AI7176;                    North         East     Units Scale Factor Converg.
 AI7176;SPC MS E     -    97,620.304   229,625.720   MT  1.00001108   -0 22 13.1
 AI7176;SPC MS E     -   320,275.95    753,363.72   sFT  1.00001108   -0 22 13.1
 AI7176;UTM  16      - 3,363,534.675   253,465.095   MT  1.00034989   -1 17 53.1
 AI7176
 AI7176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7176!SPC MS E     -   1.00000298  x   1.00001108  =   1.00001406
 AI7176!UTM  16      -   1.00000298  x   1.00034989  =   1.00035287
 AI7176
 AI7176                          SUPERSEDED SURVEY CONTROL
 AI7176
 AI7176  ELLIP H (03/26/02)  -18.945  (m)                       GP(       ) 4 2
 AI7176  NAD 83(1993)-  30 22 43.08006(N)    089 33 55.89513(W) AD(       ) A
 AI7176  ELLIP H (08/18/00)  -18.950  (m)                       GP(       ) 4 1
 AI7176
 AI7176.Superseded values are not recommended for survey control.
 AI7176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7176.See file dsdata.txt to determine how the superseded data were derived.
 AI7176
 AI7176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5346563535(NAD 83)
 AI7176_MARKER: I = METAL ROD
 AI7176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7176_STAMPING: ASRM FIELD 2000
 AI7176_MARK LOGO: NGS   
 AI7176_PROJECTION: FLUSH
 AI7176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7176+STABILITY: POSITION/ELEVATION WELL
 AI7176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7176+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7176_ROD/PIPE-DEPTH: 29.5 meters
 AI7176_SLEEVE-DEPTH  : 0.90 meters
 AI7176
 AI7176  HISTORY     - Date     Condition        Report By
 AI7176  HISTORY     - 2000     MONUMENTED       NGS
 AI7176
 AI7176                          STATION DESCRIPTION
 AI7176
 AI7176'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7176'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7176'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7176'STENNIS SPACE CENTER, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF TWO
 AI7176'GRAVEL AND DIRT ROADS (SHUBERT ROAD AND STANDBY ROAD) , AND NEAR THE
 AI7176'NORTHWEST CORNER OF AN OPEN GRASS FIELD ADJACENT TO THE ASRM.
 AI7176'OWNERSHIP--JOHN C.  STENNIS SPACE CENTER.  CONTACT MR.  RICHARD B.
 AI7176'SELLERS, COMMERCIAL REMOTE SENSING PROGRAM, LOCKHEED MARTIN STENNIS
 AI7176'OPERATIONS BUILDING 1210, STENNIS SPACE CENTER, MS 39529, FOR
 AI7176'PERMISSION TO OCCUPY THIS STATION AND TO OBTAIN THE REQUIRED BADGES.
 AI7176'PHONE 228-688-1969.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AI7176'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 607 (TRENT LOTT PARKWAY) AT
 AI7176'EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR 3.38 KM (2.10 MI) TO A GUARD
 AI7176'BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607 FOR 3.3 KM (2.05 MI) TO A
 AI7176'PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON SATURN DRIVE FOR 3.14 KM (1.95
 AI7176'MI) TO A GRAVEL CROSSROAD (STATION DEER IS ON THE RIGHT) . TURN LEFT,
 AI7176'NORTH, ON THE ROAD FOR 0.35 KM (0.20 MI) TO A GRAVEL T-JUNCTION.  TURN
 AI7176'RIGHT, EAST, ON STANDBY ROAD FOR 2.89 KM (1.80 MI) TO THE STATION ON
 AI7176'THE RIGHT JUST BEFORE A CROSSROAD.  THE STATION IS A DRILL HOLE TOP
 AI7176'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.90
 AI7176'CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AI7176'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 42.9 M (140.7 FT) WEST OF
 AI7176'THE CENTER OF SHUBERT ROAD, 37.4 M (122.7 FT) SOUTH OF THE CENTER OF
 AI7176'STANDBY ROAD, 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND
 AI7176'1.0 M (3.3 FT) NORTH OF A FIBERGLASS WITNESS POST.  NOTE--THE ROD WAS
 AI7176'DRIVEN TO REFUSAL AT A DEPTH OF 29.5 M.  (96.8 FT) NOTE--THE DRILL
 AI7176'HOLE IS APPROXIMATELY 1 MM IN DIAMETER AND 2 MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7805 ***********************************************************************
 AJ7805  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7805  DESIGNATION -  ATHENEA
 AJ7805  PID         -  AJ7805
 AJ7805  STATE/COUNTY-  MS/WINSTON
 AJ7805  USGS QUAD   -  FEARNS SPRINGS (1973)
 AJ7805
 AJ7805                         *CURRENT SURVEY CONTROL
 AJ7805  ___________________________________________________________________
 AJ7805* NAD 83(2007)-  33 02 38.80982(N)    088 49 01.90804(W)     ADJUSTED  
 AJ7805* NAVD 88     -        87.3    (meters)     286.     (feet)  GPS OBS   
 AJ7805  ___________________________________________________________________
 AJ7805  EPOCH DATE  -        2002.00
 AJ7805  X           -     110,474.904 (meters)                     COMP
 AJ7805  Y           -  -5,350,717.601 (meters)                     COMP
 AJ7805  Z           -   3,458,092.867 (meters)                     COMP
 AJ7805  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AJ7805  ELLIP HEIGHT-          58.883 (meters)          (02/10/07) ADJUSTED
 AJ7805  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AJ7805
 AJ7805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7805  Type    PID    Designation                      North   East  Ellip
 AJ7805  -------------------------------------------------------------------
 AJ7805  NETWORK AJ7805 ATHENEA                           0.86   0.84   3.57
 AJ7805  -------------------------------------------------------------------
 AJ7805
 AJ7805.The horizontal coordinates were established by GPS observations
 AJ7805.and adjusted by the National Geodetic Survey in February 2007.
 AJ7805
 AJ7805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7805.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7805.The epoch date for horizontal control is a decimal equivalence
 AJ7805.of Year/Month/Day.
 AJ7805
 AJ7805.The orthometric height was determined by GPS observations and a
 AJ7805.high-resolution geoid model.
 AJ7805
 AJ7805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7805
 AJ7805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7805
 AJ7805.The ellipsoidal height was determined by GPS observations
 AJ7805.and is referenced to NAD 83.
 AJ7805
 AJ7805.The geoid height was determined by GEOID03.
 AJ7805
 AJ7805;                    North         East     Units Scale Factor Converg.
 AJ7805;SPC MS E     -   392,931.674   301,507.196   MT  0.99995003   +0 00 31.7
 AJ7805;SPC MS E     - 1,289,143.33    989,194.86   sFT  0.99995003   +0 00 31.7
 AJ7805;UTM  16      - 3,657,644.989   330,317.962   MT  0.99995501   -0 59 28.1
 AJ7805
 AJ7805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7805!SPC MS E     -   0.99999076  x   0.99995003  =   0.99994079
 AJ7805!UTM  16      -   0.99999076  x   0.99995501  =   0.99994577
 AJ7805
 AJ7805                          SUPERSEDED SURVEY CONTROL
 AJ7805
 AJ7805  ELLIP H (04/15/02)   58.869  (m)                       GP(       ) 4 2
 AJ7805  NAD 83(1993)-  33 02 38.80971(N)    088 49 01.90795(W) AD(       ) B
 AJ7805  ELLIP H (02/15/02)   58.870  (m)                       GP(       ) 4 1
 AJ7805
 AJ7805.Superseded values are not recommended for survey control.
 AJ7805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7805.See file dsdata.txt to determine how the superseded data were derived.
 AJ7805
 AJ7805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3031857645(NAD 83)
 AJ7805_MARKER: DD = SURVEY DISK
 AJ7805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7805_SP_SET: BRIDGE ABUTMENT
 AJ7805_STAMPING: ATHENEA 2000
 AJ7805_MARK LOGO: NGS   
 AJ7805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7805+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7805
 AJ7805  HISTORY     - Date     Condition        Report By
 AJ7805  HISTORY     - 2000     MONUMENTED       NGS
 AJ7805
 AJ7805                          STATION DESCRIPTION
 AJ7805
 AJ7805'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7805'THE STATION IS IN SOUTHEASTERN WINSTON COUNTY, ABOUT SIX MILES
 AJ7805'SOUTHWEST OF MASHULAVILLE, MS.  THE STATION IS A DISK SET IN A DRILL
 AJ7805'HOLE IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE
 AJ7805'BRIDGE OVER MOODY CREEK ON ROUTE 490, JUST WEST OF THE WINSTON/NOXUBEE
 AJ7805'COUNTY LINE.  IT IS ON THE SOUTHEAST SIDE OF THE HIGHWAY, 1 FT (0.3 M)
 AJ7805'SW OF THE END OF THE ABUTMENT CAP, AND ABOUT 3 FT (0.9 M) BELOW THE
 AJ7805'LEVEL OF THE ROAD.  TO REACH THE STATION FROM MASHULAVILLE, WHICH IS
 AJ7805'JUST SOUTH OF THE INTERSECTION OF ROUTES 14 AND 490 IN NOXUBEE COUNTY,
 AJ7805'DRIVE SOUTHWEST ON ROUTE 490 FOR 5.9 MILES (9.5 KM) TO, AND ACROSS,
 AJ7805'THE BRIDGE TO THE MARK ON THE LEFT.  THE BRIDGE IS SOUTH OF SARDIS
 AJ7805'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1252 ***********************************************************************
 CO1252  DESIGNATION -  ATT CO MICROWAVE STA KKP 95 TOWER
 CO1252  PID         -  CO1252
 CO1252  STATE/COUNTY-  MS/CLARKE
 CO1252  USGS QUAD   -  QUITMAN (1983)
 CO1252
 CO1252                         *CURRENT SURVEY CONTROL
 CO1252  ___________________________________________________________________
 CO1252* NAD 83(1993)-  32 02 17.82235(N)    088 39 20.91908(W)     ADJUSTED  
 CO1252* NAVD 88     -              **(meters)            **(feet)            
 CO1252  ___________________________________________________________________
 CO1252  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CO1252  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CO1252  HORZ ORDER  -  THIRD
 CO1252
 CO1252.The horizontal coordinates were established by classical geodetic methods
 CO1252.and adjusted by the National Geodetic Survey in May 1994.
 CO1252
 CO1252
 CO1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1252
 CO1252.The geoid height was determined by GEOID03.
 CO1252
 CO1252;                    North         East     Units Scale Factor Converg.
 CO1252;SPC MS E     -   281,408.069   316,766.856   MT  0.99995347   +0 05 39.0
 CO1252;SPC MS E     -   923,252.97  1,039,259.26   sFT  0.99995347   +0 05 39.0
 CO1252;UTM  16      - 3,545,877.839   343,655.248   MT  0.99990146   -0 52 42.8
 CO1252
 CO1252                          SUPERSEDED SURVEY CONTROL
 CO1252
 CO1252  NAD 83(1993)-  32 02 17.83115(N)    088 39 20.92045(W) AD(       ) 4
 CO1252  NAD 83(1986)-  32 02 17.83595(N)    088 39 20.92121(W) AD(       ) 4
 CO1252  NAD 27      -  32 02 17.29600(N)    088 39 20.77300(W) AD(       ) 3
 CO1252
 CO1252.Superseded values are not recommended for survey control.
 CO1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1252.See file dsdata.txt to determine how the superseded data were derived.
 CO1252
 CO1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4365545878(NAD 83)
 CO1252_MARKER: 44 = MICROWAVE MAST
 CO1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1252+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 CO1252
 CO1252  HISTORY     - Date     Condition        Report By
 CO1252  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1252  HISTORY     - 1956     GOOD             CGS
 CO1252  HISTORY     - 1964     GOOD             MSHD
 CO1252  HISTORY     - 19910411 GOOD             MSHD
 CO1252
 CO1252                          STATION DESCRIPTION
 CO1252
 CO1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1252'THE STATION IS THE CENTER OF THE TOP OF THE MICRO-WAVE RELAY
 CO1252'TOWER OWNED BY THE AMERICAN TELEGRAPH AND TELEPHONE CO.  THE
 CO1252'TOWER IS ATOP A SMALL HILL ABOUT 4-1/2 MILES EAST OF QUITMAN
 CO1252'AND 0.1 MILE NORTH OF STATE HIGHWAY 511.  IT IS A 4 LEGGED,
 CO1252'GALVANIZED STEEL TOWER, ABOUT 75 FEET HIGH, WITH 4 UMBRELLA
 CO1252'SHAPED REFLECTORS ATOP.
 CO1252'
 CO1252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 CO1252'STATE HIGHWAY 18 IN QUITMAN, GO EAST ON HIGHWAY 18 FOR 1.2 MILES
 CO1252'TO THE JUNCTION STATE HIGHWAY 511.  TURN RIGHT AND GO EASTERLY ON
 CO1252'HIGHWAY 511 FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT UP
 CO1252'STEEP GRADE AND GO NORTH FOR 0.1 MILE TO THE TOP OF THE HILL
 CO1252'AND THE STATION.
 CO1252
 CO1252                          STATION RECOVERY (1956)
 CO1252
 CO1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1252'RECOVERED IN GOOD CONDITION.
 CO1252
 CO1252                          STATION RECOVERY (1964)
 CO1252
 CO1252'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1252'THE STATION WAS VISITED APRIL 1964 AND FOUND IN GOOD CONDITION.
 CO1252'
 CO1252'THE DESCRIPTION IS ADEQUATE.
 CO1252
 CO1252                          STATION RECOVERY (1991)
 CO1252
 CO1252'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1252'THE STATION IS THE CENTER OF THE TOP OF THE MIDRO-WAVE RELAY TOWER
 CO1252'OWNED BY THE AMERICAN TELEGRAPH AND TELEPHONE CO. THE TOWER IS ON TOP
 CO1252'OF A SMALL HILL ABOUT 4.5 MI (7.2 KM) EAST OF QUITMAN AND ABOUT 0.1
 CO1252'MI (0.2 KM) EAST OF STATE HIGHWAY 511. IT IS A FOUR LEGGED GALVANIZED
 CO1252'STEEL TOWER, ABOUT 75 FOOT (22.9 M) HIGH, WITH FOUR UMBRELLA
 CO1252'REFLECTORS ATOP.
 CO1252'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO1252'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 18, TURN LEFT
 CO1252'AND GO EAST ON STATE HIGHWAY 18 FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 CO1252'OF STATE HIGHWAY 511. TURN RIGHT AND GO EAST ON STATE HIGHWAY 511 FOR
 CO1252'3.1 MI (5.0 KM) TO A SIDE ROAD LEFT. TURN LEFT UP A STEEP GRADE AND
 CO1252'GO NORTH ON A PRIVATE ROAD FOR 0.1 MI (0.2 KM) TO THE TOP OF A HILL
 CO1252'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1846 ***********************************************************************
 DJ1846  DESIGNATION -  AUBREY
 DJ1846  PID         -  DJ1846
 DJ1846  STATE/COUNTY-  MS/NOXUBEE
 DJ1846  USGS QUAD   -  PICKENSVILLE (1982)
 DJ1846
 DJ1846                         *CURRENT SURVEY CONTROL
 DJ1846  ___________________________________________________________________
 DJ1846* NAD 83(1993)-  33 08 38.57813(N)    088 20 42.10918(W)     ADJUSTED  
 DJ1846* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DJ1846  ___________________________________________________________________
 DJ1846  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DJ1846  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DJ1846  HORZ ORDER  -  SECOND
 DJ1846
 DJ1846.The horizontal coordinates were established by classical geodetic methods
 DJ1846.and adjusted by the National Geodetic Survey in May 1994.
 DJ1846
 DJ1846.The orthometric height was scaled from a topographic map.
 DJ1846
 DJ1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1846
 DJ1846.The geoid height was determined by GEOID03.
 DJ1846
 DJ1846;                    North         East     Units Scale Factor Converg.
 DJ1846;SPC MS E     -   404,120.621   345,557.133   MT  0.99997558   +0 16 01.1
 DJ1846;SPC MS E     - 1,325,852.40  1,133,715.36   sFT  0.99997558   +0 16 01.1
 DJ1846;SPC AL W     -   348,905.197   521,161.874   MT  1.00000994   -0 27 43.3
 DJ1846;UTM  16      - 3,668,061.613   374,552.773   MT  0.99979403   -0 44 07.7
 DJ1846
 DJ1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1846!SPC MS E     -   0.99999366  x   0.99997558  =   0.99996924
 DJ1846!SPC AL W     -   0.99999366  x   1.00000994  =   1.00000360
 DJ1846!UTM  16      -   0.99999366  x   0.99979403  =   0.99978770
 DJ1846
 DJ1846:                Primary Azimuth Mark                     Grid Az
 DJ1846:SPC MS E     -  TS M 135                                 071 04 55.0
 DJ1846:SPC AL W     -  TS M 135                                 071 48 39.4
 DJ1846:UTM  16      -  TS M 135                                 072 05 03.8
 DJ1846
 DJ1846|---------------------------------------------------------------------|
 DJ1846| PID    Reference Object                     Distance      Geod. Az  |
 DJ1846|                                                           dddmmss.s |
 DJ1846| DJ1845 TS M 135                            APPROX. 1.3 KM 0712056.1 |
 DJ1846| CF9344 AUBREY RM 2                          27.730 METERS 11617     |
 DJ1846| CF9343 AUBREY RM 1                          25.920 METERS 35717     |
 DJ1846|---------------------------------------------------------------------|
 DJ1846
 DJ1846                          SUPERSEDED SURVEY CONTROL
 DJ1846
 DJ1846  NAD 83(1993)-  33 08 38.58003(N)    088 20 42.10864(W) AD(       ) 2
 DJ1846  NAD 83(1986)-  33 08 38.58559(N)    088 20 42.11020(W) AD(       ) 2
 DJ1846  NAD 27      -  33 08 38.13600(N)    088 20 41.98000(W) AD(       ) 2
 DJ1846
 DJ1846.Superseded values are not recommended for survey control.
 DJ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1846.See file dsdata.txt to determine how the superseded data were derived.
 DJ1846
 DJ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7455368062(NAD 83)
 DJ1846_MARKER: DS = TRIANGULATION STATION DISK
 DJ1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1846
 DJ1846  HISTORY     - Date     Condition        Report By
 DJ1846  HISTORY     - 1955     MONUMENTED       CGS
 DJ1846  HISTORY     - 1963     GOOD             CGS
 DJ1846
 DJ1846                          STATION DESCRIPTION
 DJ1846
 DJ1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1846'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF COCHRANE AND
 DJ1846'2 MILES EAST OF PRAIRE POINT, NEAR THE EDGE OF A CULTIVATED FIELD
 DJ1846'AND IS ON PROPERTY OWNED BY MR. G. COOPER AND IS KNOWN AS PART
 DJ1846'OF THE COOPER PLANTATION.  IT IS 56 FEET NORTHEAST OF THE
 DJ1846'NORTHEAST CORNER OF A SMALL FRAME HOUSE, 40 FEET NORTH OF A FENCE
 DJ1846'CORNER, 21 FEET EAST OF THE CENTER OF A DRIVEWAY AND 3 FEET
 DJ1846'NORTH OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH IN A
 DJ1846'NORTH-SOUTH FENCE LINE AND THE DISK IS STAMPED AUBREY 1955.
 DJ1846'
 DJ1846'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTER OF THE
 DJ1846'DRIVEWAY AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND
 DJ1846'THE DISK IS STAMPED AUBREY NO 1 1955.
 DJ1846'
 DJ1846'REFERENCE MARK NO. 2 IS 79 FEET EAST OF THE FENCE CORNER,
 DJ1846'11 FEET NORTH OF THE CENTER OF A FARM LANE AND 1 FOOT SOUTH
 DJ1846'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 DJ1846'DISK IS STAMPED AUBREY NO 2 1955.
 DJ1846'
 DJ1846'M 135 (USED) WAS USED AS THE AZIMUTH MARK.  IT IS 46 FEET
 DJ1846'EAST OF THE CENTER OF A GRAVEL ROAD, 29 FEET NORTH OF THE
 DJ1846'CENTER OF A GRAVEL ROAD, 26 FEET EAST OF A FENCE CORNER AND
 DJ1846'2 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS A 4 X 4 INCH
 DJ1846'CONCRETE POST, PROJECTING ABOUT 6 INCHES WITH A BRONZE U.S.
 DJ1846'ENGINEER DEPT. DISK IN THE TOP STAMPED TRA M 135 1937.
 DJ1846'
 DJ1846'A SMALL AMOUNT OF CLEARING IS NECESSARY TO SEE M 135 (USED)
 DJ1846'AND STATION PRAIRE.
 DJ1846'
 DJ1846'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAYS
 DJ1846'ALA., 71 AND 17, ABOUT 1 MILE SOUTHWEST OF COCHRANE, ALA.,
 DJ1846'GO WEST ON HIGHWAY 71 FOR 1.25 MILES TO A SIDE ROAD RIGHT,
 DJ1846'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 2.05 MILE TO A FORK AND
 DJ1846'THE END OF PAVEMENT, TAKE LEFT FORK AND GO NORTH AND NORTHWEST
 DJ1846'ON GRAVEL ROAD FOR 3.85 MILES TO A T INTERSECTION, TURN LEFT
 DJ1846'AND GO WEST AND NORTHWEST TO A T INTERSECTION, TURN RIGHT AND
 DJ1846'GO NORTH AND WEST FOR 0.95 MILE TO A SIDE ROAD RIGHT, STATION
 DJ1846'PRAIRE AND M 135 (USED) ON THE RIGHT.  CONTINUE WEST ON
 DJ1846'GRAVEL ROAD FOR 0.7 MILE TO A DIRT LANE ON THE LEFT, TURN
 DJ1846'LEFT AND GO SOUTH ON DIRT LANE FOR 0.1 MILE TO THE STATION ON
 DJ1846'THE LEFT AS DESCRIBED.
 DJ1846'
 DJ1846'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1846
 DJ1846                          STATION RECOVERY (1963)
 DJ1846
 DJ1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ1846'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ1846'CONDITION.
 DJ1846'
 DJ1846'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2294 ***********************************************************************
 BW2294  DESIGNATION -  AUBURN
 BW2294  PID         -  BW2294
 BW2294  STATE/COUNTY-  MS/LINCOLN
 BW2294  USGS QUAD   -  AUBURN (1972)
 BW2294
 BW2294                         *CURRENT SURVEY CONTROL
 BW2294  ___________________________________________________________________
 BW2294* NAD 83(1993)-  31 22 17.61626(N)    090 34 39.90970(W)     ADJUSTED  
 BW2294* NAVD 88     -       148.35   (+/-2cm)     486.7    (feet)  VERTCON   
 BW2294  ___________________________________________________________________
 BW2294  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BW2294  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BW2294  HORZ ORDER  -  SECOND
 BW2294  VERT ORDER  -  THIRD ? (See Below)
 BW2294
 BW2294.The horizontal coordinates were established by classical geodetic methods
 BW2294.and adjusted by the National Geodetic Survey in May 1994.
 BW2294
 BW2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2294.The vertical order pertains to the NGVD 29 superseded value.
 BW2294
 BW2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2294
 BW2294.The geoid height was determined by GEOID03.
 BW2294
 BW2294;                    North         East     Units Scale Factor Converg.
 BW2294;SPC MS W     -   207,496.346   676,749.039   MT  0.99995667   -0 07 38.1
 BW2294;SPC MS W     -   680,760.93  2,220,300.81   sFT  0.99995667   -0 07 38.1
 BW2294;UTM  15      - 3,473,317.314   730,372.607   MT  1.00025464   +1 15 41.6
 BW2294
 BW2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2294!SPC MS W     -   0.99998083  x   0.99995667  =   0.99993750
 BW2294!UTM  15      -   0.99998083  x   1.00025464  =   1.00023547
 BW2294
 BW2294|---------------------------------------------------------------------|
 BW2294| PID    Reference Object                     Distance      Geod. Az  |
 BW2294|                                                           dddmmss.s |
 BW2294| AI3009 AUBURN RM 1                          27.274 METERS 13148     |
 BW2294| AI3010 AUBURN RM 2                          22.373 METERS 28328     |
 BW2294| BW2298 NETTLES                             APPROX.10.0 KM 2911900.0 |
 BW2294| AI3011 AUBURN AZ MK                                       3294247.2 |
 BW2294|---------------------------------------------------------------------|
 BW2294
 BW2294                          SUPERSEDED SURVEY CONTROL
 BW2294
 BW2294  NAD 83(1986)-  31 22 17.63184(N)    090 34 39.90618(W) AD(       ) 2
 BW2294  NAD 27      -  31 22 17.00600(N)    090 34 39.54300(W) AD(       ) 2
 BW2294  NGVD 29 (07/19/86)  148.37   (m)          486.8    (f) LEVELING    3  
 BW2294
 BW2294.Superseded values are not recommended for survey control.
 BW2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2294.See file dsdata.txt to determine how the superseded data were derived.
 BW2294
 BW2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3037373317(NAD 83)
 BW2294_MARKER: DS = TRIANGULATION STATION DISK
 BW2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2294_STAMPING: AUBURN 1949
 BW2294_MARK LOGO: CGS   
 BW2294_PROJECTION: FLUSH
 BW2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2294+STABILITY: SURFACE MOTION
 BW2294
 BW2294  HISTORY     - Date     Condition        Report By
 BW2294  HISTORY     - 1949     MONUMENTED       CGS
 BW2294  HISTORY     - 1956     GOOD             CGS
 BW2294  HISTORY     - 1968     GOOD             MSHD
 BW2294  HISTORY     - 19840621 GOOD             NGS
 BW2294  HISTORY     - 20010125 MARK NOT FOUND   NGS
 BW2294
 BW2294                          STATION DESCRIPTION
 BW2294
 BW2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2294'THE STATION IS LOCATED ABOUT 2.0 MILES EAST-NORTHEAST OF AUBURN,
 BW2294'18 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 80 FEET SOUTHWEST
 BW2294'OF THE APPROXIMATE CENTERLINE OF THE INTERSECTION OF TWO GRAVELED
 BW2294'ROADS AND ON PROPERTY OWNED BY MR. WES ALFRED OF MC COMB, MISS.
 BW2294'
 BW2294'TO REACH THE STATION FROM THE BUFKINS TRADING POST IN AUBURN,
 BW2294'GO EASTERLY ON A GRAVELED ROAD (CHURCH AND CEMETERY ON THE LEFT)
 BW2294'FOR 2.1 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 BW2294'CORNER OF THE INTERSECTION.
 BW2294'
 BW2294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWESTERLY
 BW2294'ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BW2294'
 BW2294'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK SET
 BW2294'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 BW2294'2 INCHES, AND THE DISK IS STAMPED AUBURN 1949.
 BW2294'
 BW2294'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE APPROXIMATE
 BW2294'CENTERLINE OF A GRAVELED ROAD.  THE MARK IS A STANDARD REFERENCE
 BW2294'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 BW2294'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED AUBURN NO 1
 BW2294'1949.
 BW2294'
 BW2294'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE APPROXIMATE
 BW2294'CENTERLINE OF A GRAVELED ROAD.  THE MARK IS A STANDARD REFERENCE
 BW2294'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 BW2294'MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED AUBURN NO 2 1949.
 BW2294'
 BW2294'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 8 FEET WEST OF
 BW2294'A WITNESS POST AND A WIRE FENCE, 21 FEET WEST OF THE APPROXIMATE
 BW2294'CENTERLINE OF A GRAVELED ROAD, AND 12 FEET NORTHWEST OF AN 18-INCH
 BW2294'OAK TREE AND THE NORTH END OF A WIRE GATE.  THE MARK IS A STANDARD
 BW2294'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BW2294'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BW2294'AUBURN 1949.
 BW2294'
 BW2294'A 77 FOOT TOWER NEEDED TO SEE 113 FEET AT TRIANGULATION STATION
 BW2294'NETTLES.
 BW2294'
 BW2294'A 90 FOOT TOWER NEEDED TO SEE 100 FEET AT TRIANGULATION STATIONS
 BW2294'GRICE AND PANTHER 1947.
 BW2294'
 BW2294'A 90 FOOT TOWER NEEDED TO SEE 113 FEET AT TRIANGULATION STATIONS
 BW2294'CHITTO 1946 AND JOHNSON 1946.
 BW2294'
 BW2294'A 77 FOOT TOWER NEEDED TO SEE 100 FEET AT TRIANGULATION STATIONS
 BW2294'PICO AND MARS.
 BW2294'
 BW2294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2294
 BW2294                          STATION RECOVERY (1956)
 BW2294
 BW2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2294'THE STATION WAS VISITED 6-18-56 AND ALL MARKS WERE FOUND IN
 BW2294'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BW2294'
 BW2294'THE STATION IS LOCATED ABOUT 2 MILES EAST OF AUBURN AND ABOUT
 BW2294'13 MILES NORTHWEST OF MC COMB ON THE PORPERTY OWNED BY MR. WES
 BW2294'ALFRED, IN THE SOUTHWEST ANGLE OF A CROSSROAD.  IT IS 80 FEET
 BW2294'SOUTHWEST OF THE CENTER OF THE CROSSROAD INTERSECTION, 60 FEET
 BW2294'WEST OF THE CENTER OF A GRAVELED ROAD, 61 FEET SOUTH OF THE
 BW2294'CENTER OF A GRAVELED ROAD AND 84 FEET WEST OF A POWER POLE.  IT
 BW2294'IS A STANDARD DISK, STAMPED AUBURN 1949, PROJECTING 4
 BW2294'INCHES.
 BW2294'
 BW2294'REFERENCE MARK NO. 1 IS 89.48 FEET SOUTHEAST OF THE STATION,
 BW2294'36 FEET WEST OF A GRAVELED ROAD, 145 FEET SOUTH OF THE CENTER OF A
 BW2294'GRAVELED ROAD, AND 12 FEET EAST OF A WOODS ROAD.  IT IS A
 BW2294'STANDARD DISK, STAMPED AUBURN NO 1. 1949, PROJECTING 4 INCHES.
 BW2294'
 BW2294'REFERENCE MARK NO. 2 IS 73.40 FEET WEST-NORTHWEST OF THE STATION,
 BW2294'18 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 113 FEET WEST OF
 BW2294'THE CENTER OF THE GRAVELED ROAD AND 7 FEET WEST-SOUTHWEST OF AN
 BW2294'8-INCH PINE TREE.  IT IS A STANDARD DISK, STAMPED AUBURN NO 2
 BW2294'1949, PROJECTING 6 INCHES.
 BW2294'
 BW2294'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION IN THE
 BW2294'NORTHEAST CORNER OF AN OPEN PASTURE, 21 FEET WEST OF THE CENTER
 BW2294'OF THE GRAVELED ROAD, 11 FEET NORTHWEST OF A 2 FOOT OAK TREE AT
 BW2294'THE NORTH END OF THE GATE AND 7 FEET WEST OF A WITNESS POST.
 BW2294'IT IS A STANDARD DISK, STAMPED AUBURN 1949, PROJECTING 6 INCHES.
 BW2294'
 BW2294'TO REACH THE STATION FROM THE MRS. M.C. BUFKINS GENERAL STORE
 BW2294'IN AUBURN, GO EAST ON GRAVELED ROAD, PASSING TO THE RIGHT OF A
 BW2294'CHURCH AND CEMETERY, FOR 2.1 MILES TO A CROSSROAD AND THE STATION
 BW2294'IN THE SOUTHWEST ANGLE.
 BW2294'
 BW2294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 BW2294'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BW2294
 BW2294                          STATION RECOVERY (1968)
 BW2294
 BW2294'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2294'THE STATION WAS VISITED 1-22-68 AND THE STATION MARK, REFERENCE
 BW2294'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2294'CONDITION.
 BW2294'
 BW2294'THE STATION IS LOCATED 16.5 MILES SOUTHWEST OF BROOKHAVEN IN
 BW2294'THE SOUTHWEST ANGLE OF A CROSSROAD, 2.0 MILES NORTHEAST OF THE
 BW2294'VILLAGE OF AUBURN AND IS IN THE SOUTHEAST 1/4 OF SECTION 26,
 BW2294'T 5N, R 6E, AND ON PROPERTY OWNED BY MR. WES ALFRED OF MC COMB,
 BW2294'MISSISSIPPI.  IT IS 81 FEET SOUTH OF THE CENTER OF THE CROSSROAD,
 BW2294'85.5 FEET SOUTHWEST OF A POWER LINE POLE, 61 FEET SOUTHEAST OF A
 BW2294'BLACKTOP ROAD, 62 FEET SOUTHWEST OF A GRAVELED ROAD, 21 FEET
 BW2294'SOUTHEAST OF A POWER LINE POLE AND 1 FOOT SOUTHWEST OF A METAL
 BW2294'WITNESS POST.
 BW2294'
 BW2294'IT IS A STANDARD TRIANGULATION DISK, STAMPED AUBURN 1949
 BW2294'PROJECTING 1 INCH.
 BW2294'
 BW2294'REFERENCE MARK NO. 1 IS 89.48 FEET SOUTHEAST OF THE STATION.
 BW2294'IT IS 35 FEET WEST SOUTHWEST OF A GRAVELED ROAD, 26 FEET
 BW2294'NORTHEAST OF A TRACK ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS
 BW2294'POST.  IT IS A STANDARD DISK, STAMPED AUBURN NO 1 1949 PROJECTING
 BW2294'2 INCHES.
 BW2294'
 BW2294'REFERENCE MARK NO. 2 IS 73.40 FEET WEST NORTHWEST OF THE STATION.
 BW2294'IT IS 20 FEET SOUTHEAST OF THE CENTER OF THE BLACKTOP ROAD,
 BW2294'5.5 FEET SOUTHWEST OF A 12 INCH PINE, 9 FEET NORTH NORTHWEST OF
 BW2294'A POWER LINE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT
 BW2294'IS A STANDARD REFERENCE MARK DISK STAMPED AUBURN NO 2 1949
 BW2294'PROJECTING 4 INCHES.
 BW2294'
 BW2294'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 158 FEET.
 BW2294'
 BW2294'THE AZIMUTH MARK IS .25 MILE NORTH OF THE STATION.  IT IS 21 FEET
 BW2294'WEST OF THE CENTER OF A GRAVELED ROAD, 11.5 FEET NORTHWEST OF A 2
 BW2294'FOOT OAK AND 1 FOOT SOUTH OF A METAL WITNESS POST.  (NOTE) THE
 BW2294'STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD
 BW2294'AZIMUTH MARK DISK, STAMPED AUBURN 1949 PROJECTING 4 INCHES.
 BW2294'
 BW2294'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW2294'HOSPITAL AT THE NORTHWEST EDGE OF BROOKHAVEN, GO SOUTHWEST ON
 BW2294'U.S. HIGHWAY 51 FOR 3.0 MILES TO NEW U.S. HIGHWAY 84.  TURN RIGHT
 BW2294'(WEST) AND CONTINUE ON U.S. HIGHWAY 84 FOR 8.3 MILES TO A
 BW2294'CROSSROADS.  TURN LEFT (SOUTHEAST) AND CONTINUE ON A BLACKTOP
 BW2294'ROAD FOR 11.7 MILES TO THE CROSSROADS AT AUBURN.  TURN LEFT
 BW2294'(NORTHEAST) AND CONTINUE ON THE BLACKTOP ROAD FOR 2.1 MILES
 BW2294'TO THE CROSSROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 BW2294'
 BW2294'TO REACH THE AZIMUTH TURN LEFT (NORTH) FOR 0.25 MILE TO THE MARK
 BW2294'ON THE LEFT.
 BW2294
 BW2294                          STATION RECOVERY (1984)
 BW2294
 BW2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BW2294'THE STATION MARK, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE
 BW2294'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS FOUND DESTROYED.
 BW2294'A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE. A NEW
 BW2294'DESCRIPTION FOLLOWS.
 BW2294' 
 BW2294'TO REACH FROM THE JUNCTION OF US HIGHWAY 98 AND COUNTY ROUTE 569, GO
 BW2294'NORTHEAST ON PAVED ROAD FOR 0.6 MI (1.0 KM) TO A CROSS ROAD AT THE
 BW2294'VILLAGE OF AUBURN, CONTINUE STRAIGHT AHEAD, NORTHEAST ON PAVED ROAD
 BW2294'FOR 2.0 MI (3.2 KM) TO A CROSSROAD AND STATION IN SOUTHWEST ANGLE OF
 BW2294'INTERSECTION.
 BW2294' 
 BW2294'STATION MARK IS A STANDARD DISK, STAMPED--AUBURN 1949--, SET IN TOP OF
 BW2294'A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 26.06 M (85.50
 BW2294'FT) SOUTHWEST OF A POWER POLE WITH 2-GUY WIRES, 20.12 M (66.01 FT)
 BW2294'WEST SOUTHWEST OF CENTER OF PAVED ROAD LEADING SOUTHEAST, 18.60 M
 BW2294'(61.02 FT) SOUTH SOUTHEAST OF THE CENTER OF PAVED ROAD LEADING
 BW2294'NORTHEAST, 16.31 M (53.51 FT) EAST OF A POWER POLE, 2.59 M (8.50 FT)
 BW2294'EAST SOUTHEAST OF A 24 INCH PINE TREE AND 0.30 M (0.98 FT) NORTH
 BW2294'NORTHWEST OF A FIBERGLASS WITNESS POST.  REFERENCE MARK NO 1 IS A
 BW2294'STANDARD DISK, STAMPED--AUBURN NO 1 1949--, SET IN TOP OF A SQUARE
 BW2294'CONCRETE POST, PROJECTING 3 INCHES.  IT IS 31.24 M (102.49 FT) SOUTH
 BW2294'OF A POWER POLE WITH 2 GUY WIRES, 11.89 M (39.01 FT) SOUTHWEST OF THE
 BW2294'CENTER OF PAVED ROAD LEADING SOUTHEAST, 0.30 M (0.98 FT) NORTHEAST OF
 BW2294'A METAL WITNESS POST AND 0.30 M (0.98 FT) NORTHWEST OF A FIBERGLASS
 BW2294'WITNESS POST. REFERENCE MARK NO 3 IS A STANDARD NGS DISK,
 BW2294'STAMPED--AUBURN 1949 NO 3 1984--, SET IN TOP OF A ROUND CONCRETE POST,
 BW2294'PROJECTING 1 INCH.  IT IS 16.15 M (52.99 FT) SOUTH SOUTHWEST OF THE
 BW2294'CENTER OF PAVED ROAD LEADING NORTHEAST, 7.01 M (23.00 FT) NORTHEAST OF
 BW2294'THE CENTER OF PAVED ROAD LEADING SOUTHEAST, 0.61 M (2.00 FT) EAST OF A
 BW2294'POWER POLE WITH 2 GUY WIRES AND 0.30 M (0.98 FT) NORTHWEST OF A
 BW2294'FIBERGLASS WITNESS POST.  AZIMUTH MARK IS A STANDARD DISK,
 BW2294'STAMPED--AUBURN 1949--, SET IN TOP OF A SQUARE CONCRETE POST,
 BW2294'PROJECTING 4 INCHES.  IT IS 6.40 M (21.00 FT) WEST OF THE CENTER OF
 BW2294'GRAVEL ROAD, 5.49 M (18.01 FT) SOUTH OF A 12 INCH PINE TREE, 3.50 M
 BW2294'(11.48 FT) NORTHWEST OF A 26 INCH OAK TREE, 2.44 M (8.01 FT) WEST OF A
 BW2294'FENCE AND 0.30 M (0.98 FT) SOUTH OF A METAL WITNESS POST AND SIGN.  TO
 BW2294'REACH AZIMUTH MARK FROM STATION GO NORTH NORTHWEST ON GRAVEL ROAD FOR
 BW2294'0.25 MI (0.40 KM) TO MARK ON THE LEFT.
 BW2294
 BW2294                          STATION RECOVERY (2001)
 BW2294
 BW2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BW2294'REFERENCE MARKS 1 AND 3 FOUND IN GOOD CONDITION.  RM 3 COULD BE
 BW2294'OCCUPIED WITH GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2442 ***********************************************************************
 BH2442  DESIGNATION -  AURIS
 BH2442  PID         -  BH2442
 BH2442  STATE/COUNTY-  MS/GEORGE
 BH2442  USGS QUAD   -  LUCEDALE (1982)
 BH2442
 BH2442                         *CURRENT SURVEY CONTROL
 BH2442  ___________________________________________________________________
 BH2442* NAD 83(1993)-  30 56 03.06513(N)    088 35 24.34893(W)     ADJUSTED  
 BH2442* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BH2442  ___________________________________________________________________
 BH2442  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BH2442  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH2442  HORZ ORDER  -  SECOND
 BH2442
 BH2442.The horizontal coordinates were established by classical geodetic methods
 BH2442.and adjusted by the National Geodetic Survey in May 1994.
 BH2442
 BH2442.The orthometric height was scaled from a topographic map.
 BH2442
 BH2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2442
 BH2442.The geoid height was determined by GEOID03.
 BH2442
 BH2442;                    North         East     Units Scale Factor Converg.
 BH2442;SPC MS E     -   159,005.598   323,244.924   MT  0.99995666   +0 07 30.1
 BH2442;SPC MS E     -   521,670.87  1,060,512.72   sFT  0.99995666   +0 07 30.1
 BH2442;UTM  16      - 3,423,391.780   348,086.289   MT  0.99988468   -0 49 03.2
 BH2442
 BH2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2442!SPC MS E     -   0.99999614  x   0.99995666  =   0.99995280
 BH2442!UTM  16      -   0.99999614  x   0.99988468  =   0.99988082
 BH2442
 BH2442|---------------------------------------------------------------------|
 BH2442| PID    Reference Object                     Distance      Geod. Az  |
 BH2442|                                                           dddmmss.s |
 BH2442| DD8302 AURIS RM                             19.250 METERS 11337     |
 BH2442| BH2435 VANT                                192.470 METERS 11817     |
 BH2442| DD8303 AURIS RM 1                           33.870 METERS 17927     |
 BH2442| DD8304 AURIS RM 2                           52.320 METERS 25640     |
 BH2442| BH2439 VERA                                335.861 METERS 28426     |
 BH2442|---------------------------------------------------------------------|
 BH2442
 BH2442                          SUPERSEDED SURVEY CONTROL
 BH2442
 BH2442  NAD 83(1993)-  30 56 03.07038(N)    088 35 24.34630(W) AD(       ) 2
 BH2442  NAD 83(1986)-  30 56 03.08417(N)    088 35 24.34886(W) AD(       ) 2
 BH2442  NAD 27      -  30 56 02.41400(N)    088 35 24.26600(W) AD(       ) 2
 BH2442
 BH2442.Superseded values are not recommended for survey control.
 BH2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2442.See file dsdata.txt to determine how the superseded data were derived.
 BH2442
 BH2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4808623392(NAD 83)
 BH2442_MARKER: DS = TRIANGULATION STATION DISK
 BH2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2442
 BH2442  HISTORY     - Date     Condition        Report By
 BH2442  HISTORY     - 1921     MONUMENTED       CGS
 BH2442  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2442  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2442
 BH2442                          STATION DESCRIPTION
 BH2442
 BH2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2442'STATION IS 5/8 MILE N OF GULF, MOBILE AND NORTHERN DEPOT AT LUCEDALE,
 BH2442'ON E (RIGHT) SIDE OF TRACK, 12 METERS N OF N END OF RAILROAD BRIDGE
 BH2442'40/5, AND 14 METERS S OF WHISTLE BOARD SIGN FOR TRAINS GOING N, ON E
 BH2442'EDGE OF FILL, 2.00 METERS (6.56 FEET) E OF E AND NEAREST RAIL.
 BH2442'
 BH2442'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2442'CONCRETE.
 BH2442'
 BH2442'REFERENCE MARK IS ON SIGNBOARD OF BRIDGE, A TRIANGLE ON NAILS WITH
 BH2442'SPIKE IN CENTER.
 BH2442
 BH2442                          STATION RECOVERY (1971)
 BH2442
 BH2442'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2442'THE STATION SITE WAS VISITED 5-4-71 AND THE STATION MARK, REFERENCE
 BH2442'MARK, NO. 1, WERE NOT FOUND.
 BH2442'
 BH2442'THE STATION IS 5/8 MILE NORTH OF THE GULF, MOBILE AND NORTHERN DEPOT
 BH2442'AT LUCEDALE, ON THE EAST (RIGHT) SIDE OF THE TRACK. 12 METERS NORTH
 BH2442'OF THE NORTH END OF THE RAILROAD BRIDGE 40/5, AND 14 METERS SOUTH OF
 BH2442'THE WHISTLE BOARD SIGN FOR TRAINS GOING NORTH, ON THE EAST EDGE OF
 BH2442'A FILL, 2.00 METERS (6.56 FEET) EAST OF THE EAST AND NEAREST RAIL.
 BH2442'
 BH2442'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2442'CONCRETE.
 BH2442'
 BH2442'THE REFERENCE MARK IS ON THE SIGNBOARD OF THE BRIDGE, A TRIANGLE OF
 BH2442'NAILS WITH A SPIKE IN THE CENTER.
 BH2442'
 BH2442'AIRLINE DITANCE AND DIRECTION FROM NEAREST TOWN- 5/8 MILE NORTH OF
 BH2442'LUCEDALE
 BH2442
 BH2442                          STATION RECOVERY (1978)
 BH2442
 BH2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH2442'MUST HAVE BEEN DESTROYED BY RECENT WORK ALONG RR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7796 ***********************************************************************
 AJ7796  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7796  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7796  DESIGNATION -  AURORA
 AJ7796  PID         -  AJ7796
 AJ7796  STATE/COUNTY-  MS/PANOLA
 AJ7796  USGS QUAD   -  BATESVILLE (1982)
 AJ7796
 AJ7796                         *CURRENT SURVEY CONTROL
 AJ7796  ___________________________________________________________________
 AJ7796* NAD 83(2007)-  34 21 02.83581(N)    089 54 38.32534(W)     ADJUSTED  
 AJ7796* NAVD 88     -        65.34   (meters)     214.4    (feet)  GPS OBS   
 AJ7796  ___________________________________________________________________
 AJ7796  EPOCH DATE  -        2002.00
 AJ7796  X           -       8,220.916 (meters)                     COMP
 AJ7796  Y           -  -5,271,426.280 (meters)                     COMP
 AJ7796  Z           -   3,578,660.511 (meters)                     COMP
 AJ7796  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AJ7796  ELLIP HEIGHT-          38.648 (meters)          (02/10/07) ADJUSTED
 AJ7796  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AJ7796
 AJ7796  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7796  Type    PID    Designation                      North   East  Ellip
 AJ7796  -------------------------------------------------------------------
 AJ7796  NETWORK AJ7796 AURORA                            0.65   0.59   2.55
 AJ7796  -------------------------------------------------------------------
 AJ7796
 AJ7796.The horizontal coordinates were established by GPS observations
 AJ7796.and adjusted by the National Geodetic Survey in February 2007.
 AJ7796
 AJ7796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7796.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7796.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7796.The epoch date for horizontal control is a decimal equivalence
 AJ7796.of Year/Month/Day.
 AJ7796
 AJ7796.The orthometric height was determined by GPS observations and a
 AJ7796.high-resolution geoid model.
 AJ7796.The orthometric height was determined by GPS observations and a
 AJ7796.high-resolution geoid model using precise GPS observation and
 AJ7796.processing techniques.
 AJ7796
 AJ7796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7796
 AJ7796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7796
 AJ7796.The ellipsoidal height was determined by GPS observations
 AJ7796.and is referenced to NAD 83.
 AJ7796
 AJ7796.The geoid height was determined by GEOID03.
 AJ7796
 AJ7796;                    North         East     Units Scale Factor Converg.
 AJ7796;SPC MS W     -   537,937.534   738,886.821   MT  0.99996863   +0 14 18.6
 AJ7796;SPC MS W     - 1,764,883.39  2,424,164.51   sFT  0.99996863   +0 14 18.6
 AJ7796;UTM  16      - 3,804,890.797   232,275.928   MT  1.00048360   -1 38 36.0
 AJ7796
 AJ7796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7796!SPC MS W     -   0.99999393  x   0.99996863  =   0.99996256
 AJ7796!UTM  16      -   0.99999393  x   1.00048360  =   1.00047753
 AJ7796
 AJ7796                          SUPERSEDED SURVEY CONTROL
 AJ7796
 AJ7796  ELLIP H (04/15/02)   38.647  (m)                       GP(       ) 4 2
 AJ7796  NAD 83(1993)-  34 21 02.83552(N)    089 54 38.32469(W) AD(       ) B
 AJ7796  ELLIP H (02/15/02)   38.647  (m)                       GP(       ) 4 1
 AJ7796
 AJ7796.Superseded values are not recommended for survey control.
 AJ7796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7796.See file dsdata.txt to determine how the superseded data were derived.
 AJ7796
 AJ7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3227604891(NAD 83)
 AJ7796_MARKER: DD = SURVEY DISK
 AJ7796_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7796_SP_SET: SET IN AN ABUTMENT OF PIER OR LA
 AJ7796_STAMPING: AURORA 2000
 AJ7796_MARK LOGO: NGS   
 AJ7796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7796+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 AJ7796
 AJ7796  HISTORY     - Date     Condition        Report By
 AJ7796  HISTORY     - 2000     MONUMENTED       NGS
 AJ7796  HISTORY     - 20070123 GOOD             EMCINC
 AJ7796
 AJ7796                          STATION DESCRIPTION
 AJ7796
 AJ7796'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7796'STATION IS 3.5 MILES (5.6 KM) NORTHEAST OF BATESVILLE, MS.  TO REACH
 AJ7796'AURORA FROM THE INTERSECTION OF I-55 AND ROUTE 35 (EXIT 246) NORTHEAST
 AJ7796'OF BATESVILLE, PROCEED EAST ON ROUTE 35 FOR 0.2 MILES (0.3 KM) TO A
 AJ7796'CONCRETE BRIDGE OVER A STREAM AND THE STATION ON THE RIGHT (SOUTH).
 AJ7796'THE STATION IS A DISK SET IN THE SOUTH END OF THE WEST ABUTMENT, 1.0
 AJ7796'FT (0.3 M) NORTH OF THE SOUTH END, 1.2 FT (0.4 M) WEST OF THE EAST
 AJ7796'FACE, 1.0 FT (0.3 M) EAST OF THE WEST FACE OF THE WING WALL, 3.2 FT
 AJ7796'(1.0 M) BELOW THE ROAD SURFACE, AND 9.4 FT (2.9 M) SOUTH OF THE INSIDE
 AJ7796'FACE OF THE SOUTHERLY CONCRETE HAND RAIL.  MARK IS NGS DISK STAMPED
 AJ7796'AURORA 2000.  SITE IS GOOD FOR GPS.
 AJ7796
 AJ7796                          STATION RECOVERY (2007)
 AJ7796
 AJ7796'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 AJ7796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0181 ***********************************************************************
 EH0181  DESIGNATION -  AUSTIN 2
 EH0181  PID         -  EH0181
 EH0181  STATE/COUNTY-  MS/TUNICA
 EH0181  USGS QUAD   -  DUNDEE (1982)
 EH0181
 EH0181                         *CURRENT SURVEY CONTROL
 EH0181  ___________________________________________________________________
 EH0181* NAD 83(1993)-  34 36 39.87359(N)    090 28 29.54039(W)     ADJUSTED  
 EH0181* NAVD 88     -        59.521  (meters)     195.28   (feet)  ADJUSTED  
 EH0181  ___________________________________________________________________
 EH0181  X           -     -43,554.064 (meters)                     COMP
 EH0181  Y           -  -5,254,900.649 (meters)                     COMP
 EH0181  Z           -   3,602,458.544 (meters)                     COMP
 EH0181  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EH0181  ELLIP HEIGHT-          32.652 (meters)          (05/13/94) ADJUSTED
 EH0181  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0181  DYNAMIC HT  -          59.464 (meters)     195.09  (feet)  COMP
 EH0181  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EH0181
 EH0181  HORZ ORDER  -  FIRST
 EH0181  VERT ORDER  -  FIRST     CLASS II
 EH0181  ELLP ORDER  -  FOURTH    CLASS I
 EH0181
 EH0181.The horizontal coordinates were established by GPS observations
 EH0181.and adjusted by the National Geodetic Survey in May 1994.
 EH0181
 EH0181.The orthometric height was determined by differential leveling
 EH0181.and adjusted in June 1991.
 EH0181
 EH0181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0181
 EH0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0181
 EH0181.The ellipsoidal height was determined by GPS observations
 EH0181.and is referenced to NAD 83.
 EH0181
 EH0181.The geoid height was determined by GEOID03.
 EH0181
 EH0181.The dynamic height is computed by dividing the NAVD 88
 EH0181.geopotential number by the normal gravity value computed on the
 EH0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0181.degrees latitude (g = 980.6199 gals.).
 EH0181
 EH0181.The modeled gravity was interpolated from observed gravity values.
 EH0181
 EH0181;                    North         East     Units Scale Factor Converg.
 EH0181;SPC MS W     -   566,738.325   687,018.971   MT  0.99995208   -0 04 49.4
 EH0181;SPC MS W     - 1,859,373.99  2,253,994.74   sFT  0.99995208   -0 04 49.4
 EH0181;UTM  15      - 3,832,813.350   731,533.824   MT  1.00026080   +1 26 05.7
 EH0181
 EH0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0181!SPC MS W     -   0.99999487  x   0.99995208  =   0.99994695
 EH0181!UTM  15      -   0.99999487  x   1.00026080  =   1.00025567
 EH0181
 EH0181:                Primary Azimuth Mark                     Grid Az
 EH0181:SPC MS W     -  AUSTIN 2 AZ MK RESET                     012 38 46.0
 EH0181:UTM  15      -  AUSTIN 2 AZ MK RESET                     011 07 50.9
 EH0181
 EH0181|---------------------------------------------------------------------|
 EH0181| PID    Reference Object                     Distance      Geod. Az  |
 EH0181|                                                           dddmmss.s |
 EH0181| EH2514 AUSTIN 2 AZ MK RESET                APPROX. 1.2 KM 0123356.6 |
 EH0181| EH2513 R 349                               APPROX. 1.6 KM 0180707.3 |
 EH0181| EH0180 AUSTIN 2 RM 3                        89.736 METERS 02158     |
 EH0181| EH2684 TUNICA COTTON OIL MILL TANK         APPROX.12.6 KM 0414455.9 |
 EH0181| EH2682 TUNICA BLACK WATER TANK             APPROX.12.1 KM 0433036.3 |
 EH0181| EH2681 TUNICA FEDERAL COMPRESS CO TK       APPROX. 9.5 KM 0580037.3 |
 EH0181| EH2676 AUSTIN RM 2                         157.698 METERS 15539     |
 EH0181| EH2763 LULA MUNICIPAL TANK                 APPROX.17.4 KM 1802416.2 |
 EH0181| EH0179 AUSTIN 2 RM 4                        38.656 METERS 29042     |
 EH0181| EH2678 AUSTIN 2 AZ MK 2                     29.740 METERS 30639     |
 EH0181| EH2515 S 349                                91.027 METERS 35944     |
 EH0181|---------------------------------------------------------------------|
 EH0181
 EH0181                          SUPERSEDED SURVEY CONTROL
 EH0181
 EH0181  NAD 83(1993)-  34 36 39.87221(N)    090 28 29.53937(W) AD(       ) 1
 EH0181  NAD 83(1986)-  34 36 39.88176(N)    090 28 29.53778(W) AD(       ) 1
 EH0181  NAD 83(1986)-  34 36 39.87673(N)    090 28 29.54448(W) AD(       ) 2
 EH0181  NAD 27      -  34 36 39.51681(N)    090 28 29.17354(W) AD(       ) 1
 EH0181  NGVD 29 (??/??/??)   59.556  (m)          195.39   (f) ADJUSTED    1 2
 EH0181
 EH0181.Superseded values are not recommended for survey control.
 EH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0181.See file dsdata.txt to determine how the superseded data were derived.
 EH0181
 EH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3153432813(NAD 83)
 EH0181_MARKER: DS = TRIANGULATION STATION DISK
 EH0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH0181_STAMPING: AUSTIN 2 (1953)
 EH0181_MARK LOGO: CGS   
 EH0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0181+STABILITY: SURFACE MOTION
 EH0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0181+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EH0181
 EH0181  HISTORY     - Date     Condition        Report By
 EH0181  HISTORY     - 1953     MONUMENTED       CGS
 EH0181  HISTORY     - 1966     GOOD             MSHD
 EH0181  HISTORY     - 1975     GOOD             USGS
 EH0181  HISTORY     - 19751205 GOOD             USGS
 EH0181  HISTORY     - 1980     GOOD             NGS
 EH0181  HISTORY     - 1983     GOOD             NGS
 EH0181  HISTORY     - 1984     GOOD             NGS
 EH0181  HISTORY     - 20030528 POOR             USACE
 EH0181
 EH0181                          STATION DESCRIPTION
 EH0181
 EH0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH0181'THE STATION IS LOCATED 3 MILES WEST AND 2 MILES SOUTH OF
 EH0181'EVANSVILLE ON THE BANQUETTE OF THE LEVEE, 295 FEET SOUTH
 EH0181'SOUTHWEST OF A FENCE OVER THE LEVEE, 138 FEET EAST OF THE
 EH0181'CENTER OF THE CROWN OF THE LEVEE AND 5 FEET NORTHEAST OF
 EH0181'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED AUSTIN
 EH0181'2 1953.
 EH0181'
 EH0181'REFERENCE MARK NO. 2 IS 450 FEET EAST OF THE LEVEE, 100
 EH0181'FEET WEST OF A FENCE AND 60 FEET WEST OF A CREEK AND ON
 EH0181'THE CROWN OF A LATERAL LEVEE.  IT PROJECTS 3 INCHES AND IS
 EH0181'STAMPED AUSTIN NO 2 1929.
 EH0181'
 EH0181'REFERENCE MARK NO. 3 IS 103 FEET SOUTHEAST OF LEVEE MILEPOST
 EH0181'NO. 45-46, 12 FEET EAST OF A WOODEN GATE AND 1 FOOT SOUTH
 EH0181'OF A FENCE LINE.  MARK IS STAMPED AUSTIN 2 NO 3 1953 AND
 EH0181'IT PROJECTS 4 INCHES.
 EH0181'
 EH0181'REFERENCE MARK NO. 4 IS ON CROWN OF THE LEVEE, 267 FEET
 EH0181'SOUTHWEST OF MILEPOST NO. 45-46 AND 12 FEET EAST OF CENTER
 EH0181'OF LEVEE.  MARK IS STAMPED AUSTIN 2 NO 4 1953 AND IT PROJECTS
 EH0181'6 INCHES.
 EH0181'
 EH0181'AZIMUTH MARK IS 45 FEET NORTH OF CENTER OF ROAD ON THE LEVEE,
 EH0181'15 FEET EAST OF A ROAD THAT CROSSES THE LEVEE AND 2 FEET
 EH0181'SOUTH OF A WITNESS POST.  MARK IS STAMPED AUSTIN 2 1953 AND
 EH0181'IT PROJECTS 4 INCHES.
 EH0181'
 EH0181'B.M. BUD (MRC) IS A U.S. ENGINEER DEPARTMENT STATION DISK
 EH0181'(MEMPHIS DISTRICT) BRAZED TO THE TOP OF A 5-INCH PIPE PROJECTING
 EH0181'ABOUT 1.0 FOOT ABOVE THE GROUND.  IT IS LOCATED AT THE SOUTH
 EH0181'EDGE OF A CULTIVATED FIELD, ABOUT 150 YARDS WEST OF A TENANT
 EH0181'HOUSE AND 20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 EH0181'THE DISK IS STAMPED BUD.
 EH0181'
 EH0181'TO REACH THE STATION FROM THE ILLINOIS CENTRAL DEPOT IN
 EH0181'TUNICA, GO NORTH ON THE MAIN STREET FOR 0.1 MILE TO A CROSS
 EH0181'STREET, TURN RIGHT, EAST, AND GO 0.4 MILE TO THE JUNCTION
 EH0181'OF U.S. HIGHWAY 61, TURN RIGHT, SOUTH, AND GO 3.4 MILES
 EH0181'TO A MACADAM ROAD ON THE RIGHT, TURN RIGHT, WEST, AND GO 4.0
 EH0181'MILES TO END OF MACADAM, CONTINUE STRAIGHT AHEAD, WEST FOR
 EH0181'0.1 MILE TO CROWN OF THE LEVEE, TURN LEFT ON LEVEE AND GO
 EH0181'1.95 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 EH0181'ON THE LEVEE FOR 0.75 MILE TO THE STATION ON THE LEFT AS
 EH0181'DESCRIBED.
 EH0181'
 EH0181'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH0181
 EH0181                          STATION RECOVERY (1966)
 EH0181
 EH0181'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0181'THE STATION WAS VISITED 8-16-66 AND ALL MARKS WERE FOUND
 EH0181'IN GOOD CONDITION.
 EH0181'
 EH0181'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TUNICA GO
 EH0181'SOUTH ON A CONCRETE STREET AND A BLACKTOP ROAD FOR 3.45 MILES
 EH0181'TO A CROSSROADS, TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP
 EH0181'ROAD FOR 3.95 MILES TO THE MISSISSIPPI RIVER LEVEE, TURN
 EH0181'LEFT (SOUTH) AND CONTINUE ON THE LEVEE FOR 2.0 MILES TO A
 EH0181'SPUR LEVEE AND THE AZIMUTH ON THE RIGHT.  TO REACH THE STATION
 EH0181'CONTINUE SOUTH ON THE LEVEE FOR 0.8 MILES TO A CATTLE GUARD,
 EH0181'CONTINUE SOUTH ON THE LEVEE FOR 0.05 MILE TO THE MARK ON
 EH0181'THE LEFT AS DESCRIBED.
 EH0181'
 EH0181'THE STATION DISK IS STAMPED AUSTIN 2 1953, 298.5 FEET
 EH0181'SOUTH-SOUTHEAST OF MILEPOST NO. 45/46, 295.5 FEET SOUTH OF
 EH0181'A FENCE, 139 FEET EAST OF THE CENTER OF THE LEVEE, AND 1.5
 EH0181'FEET WEST OF A METAL WITNESS POST.
 EH0181'
 EH0181'R.M. 2 IS 450 FEET EAST OF THE CENTER OF THE LEVEE, 100
 EH0181'FEET WEST OF A FENCE, 60 FEET WEST OF A CREEK AND ON THE
 EH0181'CROWN OF A LATERAL LEVEE, 1.2 FEET WEST OF A WHITE METAL
 EH0181'POST, AND STAMPED AUSTIN NO. 2 (1929).
 EH0181'
 EH0181'R.M. 3 IS 123 FEET EAST OF THE CENTER OF THE CATTLE GUARD,
 EH0181'114 FEET EAST OF MILEPOST 45/46, 9 FEET EAST OF THE CENTER OF
 EH0181'A GATE, 1.3 FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH
 EH0181'OF A FENCE, AND STAMPED AUSTIN 2 NO. 3 (1953).
 EH0181'
 EH0181'R.M. 4 IS 279.5 FEET SOUTH OF MILEPOST 45/46, 12 FEET EAST
 EH0181'OF THE CENTER OF THE LEVEE, AND 1.4 FEET WEST OF A WHITE
 EH0181'METAL POST.
 EH0181'
 EH0181'THE AZIMUTH MARK IS 33.5 FEET WEST OF THE CENTER OF THE MAIN
 EH0181'LEVEE, 5 FEET SOUTH OF CENTER OF THE SPUR LEVEE, 1.8 FEET
 EH0181'NORTH OF A METAL WITNESS POST, AND STAMPED AUSTIN 2 1953.
 EH0181
 EH0181                          STATION RECOVERY (1975)
 EH0181
 EH0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EH0181'10.25 MI SW FROM TUNICA.
 EH0181'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0181'STREET AND A BLACKTOP ROAD FOR 3.45 MILES TO A CROSSROADS, TURN RIGHT
 EH0181'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 3.95 MILES TO THE
 EH0181'MISSISSIPPI RIVER LEVEE, TURN LEFT (SOUTH) AND CONTINUE ON THE LEVEE
 EH0181'FOR 2.85 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 298.5 FEET
 EH0181'SOUTH-SOUTHEAST OF MILEPOST NO. 45/46, 295.5 FEET SOUTH OF A FENCE,
 EH0181'139 FEET EAST OF THE CENTER OF THE LEVEE, 294.5 FEET SOUTH OF RM-3,
 EH0181'127 FEET EAST OF RM-4, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 EH0181
 EH0181                          STATION RECOVERY (1975)
 EH0181
 EH0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JDS)
 EH0181'RECOVERED IN GOOD CONDITION.
 EH0181
 EH0181                          STATION RECOVERY (1980)
 EH0181
 EH0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW)
 EH0181'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 EH0181'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS
 EH0181'RECOVERED WITH THE TOP OF THE MONUMENT BROKEN OFF AND
 EH0181'THE DISK REMOVED.  THE DISTANCES AND DIRECTIONS TO
 EH0181'REFERENCE MARKS 2 AND 3 CHECKED ADEQUATELY WITH THE
 EH0181'1953 OBSERVATIONS.
 EH0181'DUE TO CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 EH0181'
 EH0181'THE STATION IS LOCATED ABOUT 14.1 KM NORTHEAST OF
 EH0181'HELENA, AR, 12.5 KM SOUTHWEST OF TUNICA, MS, AND ON THE
 EH0181'BANQUETTE OF THE LEVEE ALONG THE EAST SIDE OF THE
 EH0181'MISSISSIPPI RIVER.  PERMISSION TO USE THE STATION WAS
 EH0181'OBTAINED FROM MR. JOE F. MOONEY, JR,
 EH0181'CHIEF ENGINEER FOR THE YAZOO-MISSISSIPPI DELTA LEVEE BOARD,
 EH0181'P.O. BOX 610, CLARKSDALE, MS 38614.
 EH0181'TELEPHONE NUMBER 601-624-4398.
 EH0181'
 EH0181'TO REACH THE STATION FROM THE POST OFFICE IN TUNICA, GO
 EH0181'SOUTH ON A PAVED ROAD FOR 5.55 KM (3.45 MI) TO A
 EH0181'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 EH0181'6.36 KM (3.95 MI) TO THE TOP OF THE LEVEE.  TURN LEFT AND
 EH0181'GO SOUTHERLY ON THE LEVEE ROAD FOR 3.22 KM (2.0 MI) TO THE
 EH0181'AZIMUTH MARK ON THE RIGHT, ON A SPUR LEVEE.  CONTINUE
 EH0181'SOUTHERLY ON THE LEVEE ROAD FOR 1.21 KM (0.75 MI) TO THE
 EH0181'STATION TO THE LEFT.
 EH0181'
 EH0181'THE STATION IS A STANDARD CGS DISK
 EH0181'STAMPED---AUSTIN 2 1953---,
 EH0181'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 EH0181'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 EH0181'41.45 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD,
 EH0181'0.63 METER NORTHEAST FROM A 4-INCH WHITE PIPE 4 FOOT TALL, AND
 EH0181'0.40 METER NORTHWEST FROM A 2-INCH WHITE PIPE 4 FOOT TALL.
 EH0181'
 EH0181'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 EH0181'STAMPED---AUSTIN NO 2 1929---,
 EH0181'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 EH0181'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 EH0181'60.0 METERS SOUTHEAST FROM THE WEST END OF A LEVEE AND
 EH0181'13.0 METERS NORTHWEST FROM A SMALLCREEK.
 EH0181'MARK IS BELOW STATION 0.9 METER.
 EH0181'
 EH0181'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 EH0181'STAMPED---AUSTIN 2 NO 3 1953---,
 EH0181'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 EH0181'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 EH0181'38.0 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD,
 EH0181'2.40 METERS SOUTHEAST FROM THE CENTER OF A METAL GATE,
 EH0181'0.41 METER NORTHWEST FROM A 4-INCH WHITE PIPE 4 FOOT TALL, AND
 EH0181'0.14 METER SOUTHWEST FROM A FENCE.
 EH0181'MARK IS LEVEL WITH STATION.
 EH0181'
 EH0181'THE 1953 AZIMUTH MARK WAS REMOVED, THE POINT HELD, A NEW SURFACE
 EH0181'AND UNDERGROUND DISK WERE SET AND WAS OCCUPIED AT THIS TIME TO
 EH0181'UTILIZE THE LEVEE HEIGHT TO CLEAR THE HIGH TREES IN THE VICINITY.
 EH0181'
 EH0181'AN EDM TIE WAS MADE TO AUSTIN 2 1953 AZ MK UTILIZING A HP 3800.
 EH0181'AUSTIN 2 1953 AZ MK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 EH0181'
 EH0181'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH0181'STAMPED---AUSTIN 2 1953 1979---,
 EH0181'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH0181'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 EH0181'12.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH0181'6.5 METERS NORTHEAST FROM THE CENTER OF AN OFF LEVEE ROAD, AND
 EH0181'0.7 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH0181'
 EH0181'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE GREAT
 EH0181'DISTANCE INVOLVED.
 EH0181'
 EH0181'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 EH0181
 EH0181                          STATION RECOVERY (1983)
 EH0181
 EH0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0181'RECOVERED IN GOOD CONDITION.
 EH0181
 EH0181                          STATION RECOVERY (1984)
 EH0181
 EH0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH0181'STATION MARK, REFERENCE MARK 3, AZIMUTH MARKS 1 AND 2 WERE RECOVERED
 EH0181'IN GOOD CONDITION.  NEITHER AZIMUTH MARK WILL SEE GROUND TO GROUND.
 EH0181'AZIMUTH MARK 2 WAS OBSERVED UPON DUE TO 20 PERCENT VIOLATION.
 EH0181'REFERENCE MARK 2 WAS NOT RECOVERED ALTHOUGH IT SHOULD BE IN PLACE AT
 EH0181'THIS TIME.  SEVERAL TREES ARE ON LINE, PLUS 2 METER HIGH BUSHES.
 EH0181'BENCH MARK S 349 WAS TIED TO BY EDM TRAVERSED ALSO R 349 AND AZ MK 2.
 EH0181'BENCH MARK R 349 WAS USED AS AN AZIMUTH MARK.  THERE ARE NO DIRECTION
 EH0181'COMPARISONS TO PREVIOUS DATA.  THE DISTANCE TO REFERENCE MARK 3 WAS
 EH0181'0.14 FEET LESS THAN THE 1953 DATA.
 EH0181'
 EH0181'THE STATION IS LOCATED 12.5 KM (7.75 MI) SOUTHWEST OF TUNICA, ALONG
 EH0181'THE MAIN LEVEE ON THE EAST SIDE OF THE MISSISSIPPI RIVER.
 EH0181'OWNERSHIP--YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF ENGINEER
 EH0181'JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS  38614, PHONE (601)
 EH0181'624-4397.
 EH0181'
 EH0181'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE
 EH0181'HIGHWAY 4 IN TUNICA, GO WEST ON HIGHWAY 4 FOR 9.2 KM (5.7 MI) TO ITS
 EH0181'JUNCTION WITH THE LEVEE ROAD.  TURN LEFT, SOUTHEAST, ON THE PAVED,
 EH0181'THEN DIRT LEVEE ROAD FOR 10.7 KM (6.65 MI) TO MILEPOST 44/45 AND
 EH0181'BENCH R 349 ON THE LEFT. CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO A
 EH0181'CATTLE GUARD AND AZIMUTH MARK 2 ON THE RIGHT, BENCH MARK S 349 ON THE
 EH0181'LEFT.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI) TO STATION ON LEFT AT BASE
 EH0181'OF LEVEE.
 EH0181'
 EH0181'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH0181'---AUSTIN 2 1953--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25
 EH0181'CM (9.8 INCHES) ON SIDE LOCATED 90 METERS (295 FEET) S FROM GATE IN
 EH0181'FENCE LINE, SSE FROM MILEPOST 45/46 (SLOPE), 41.5 METERS (136 FEET) E
 EH0181'FROM LEVEE ROAD CENTER (SLOPE), 0.6 METER (2.0 FEET) N FROM 1 METER
 EH0181'HIGH IRON PIPE, AND 0.4 METER (1.3 FEET) NW FROM 1 METER HIGH IRON
 EH0181'PIPE.
 EH0181'
 EH0181'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH0181'STAMPED ---AUSTIN 2 1953 NO 3 1953---
 EH0181'LOCATED 38 METERS (125 FEET) E FROM LEVEE ROAD CENTER (SLOPE),
 EH0181'2.4 METERS (7.9 FEET) E FROM METAL GATE CENTER, AND 0.4 METER (1.3
 EH0181'FEET) W FROM 1 METER HIGH IRON PIPE IN FENCE LINE.  MARK IS LEVEL
 EH0181'WITH THE STATION.
 EH0181'
 EH0181'S 349 IS A PUNCH MARK IN THE TOP OF
 EH0181'A STANDARD NGS STAINLESS STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE
 EH0181'WITH A LOGO CAP STAMPED---S 349 1983--- LOCATED 0.64 METER (2.1
 EH0181'FEET) W FROM MILEPOST 45/46, 3.2 METERS (10.5 FEET) E FROM LEVEE ROAD
 EH0181'CENTER, 5.15 METERS (16.9 FEET) SE FROM SOUTHEAST CORNER OF METAL
 EH0181'CATTLE GUARD FLOOR, 6.13 METERS (20.1 FEET) S FROM FENCE, AND 8
 EH0181'METERS (26 FEET) HIGHER THAN THE STATION.
 EH0181'
 EH0181'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH0181'STAMPED ---AUSTIN 2 1953 NO 2 1979--- SET INTO THE TOP OF A ROUND
 EH0181'CONCRETE MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE
 EH0181'GROUND LOCATED 1 METER (3 FEET) FROM LOWER THAN LEVEE ROAD, 17.1
 EH0181'METERS (56 FEET) NNW FROM CATTLE GUARD CENTER, AND 6 METERS (19.7
 EH0181'FEET) W FROM LEVEE ROAD CENTER. MARK IS 7 METERS HIGHER THAN THE
 EH0181'STATION.
 EH0181'
 EH0181'R 349 IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS STEEL
 EH0181'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---R
 EH0181'349 1983--- LOCATED 3.8 METERS (12.5 FEET) EAST FROM APPROXIMATE
 EH0181'CENTER OF THE LEVEE ROAD, AND 1.98 METERS (6.5 FEET) SOUTH FROM MILE
 EH0181'POST 44/45.
 EH0181'
 EH0181'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH0181'MAY-JUNE 1984.  AN EDM TRAVERSE WAS MADE TO AZ MK 2, R 349 AND S 349.
 EH0181
 EH0181                          STATION RECOVERY (2003)
 EH0181
 EH0181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0181'FOUND IRREGULAR MASS OF CONCRETE AT SITE. APPEARS TO BE HIT AND 70
 EH0181'PERCENT OF CONCRETE WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2678 ***********************************************************************
 EH2678  DESIGNATION -  AUSTIN 2 AZ MK 2
 EH2678  PID         -  EH2678
 EH2678  STATE/COUNTY-  MS/TUNICA
 EH2678  USGS QUAD   -  DUNDEE (1982)
 EH2678
 EH2678                         *CURRENT SURVEY CONTROL
 EH2678  ___________________________________________________________________
 EH2678* NAD 83(1993)-  34 36 40.44975(N)    090 28 30.47689(W)     ADJUSTED  
 EH2678* NAVD 88     -        61.8    (meters)     203.     (feet)  VERTCON   
 EH2678  ___________________________________________________________________
 EH2678  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EH2678  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2678  HORZ ORDER  -  SECOND
 EH2678
 EH2678.The horizontal coordinates were established by classical geodetic methods
 EH2678.and adjusted by the National Geodetic Survey in May 1994.
 EH2678
 EH2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2678
 EH2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2678
 EH2678.The geoid height was determined by GEOID03.
 EH2678
 EH2678;                    North         East     Units Scale Factor Converg.
 EH2678;SPC MS W     -   566,756.112   686,995.137   MT  0.99995208   -0 04 50.0
 EH2678;SPC MS W     - 1,859,432.34  2,253,916.55   sFT  0.99995208   -0 04 50.0
 EH2678;SPC AR S     -   616,723.063   539,848.027   MT  0.99996903   +0 51 12.4
 EH2678;SPC AR S     - 2,023,365.58  1,771,151.40   sFT  0.99996903   +0 51 12.4
 EH2678;UTM  15      - 3,832,830.506   731,509.521   MT  1.00026066   +1 26 05.2
 EH2678
 EH2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2678!SPC MS W     -   0.99999453  x   0.99995208  =   0.99994661
 EH2678!SPC AR S     -   0.99999453  x   0.99996903  =   0.99996356
 EH2678!UTM  15      -   0.99999453  x   1.00026066  =   1.00025519
 EH2678
 EH2678                          SUPERSEDED SURVEY CONTROL
 EH2678
 EH2678  NAD 83(1986)-  34 36 40.45360(N)    090 28 30.48077(W) AD(       ) 2
 EH2678  NAD 27      -  34 36 40.08806(N)    090 28 30.11298(W) AD(       ) 2
 EH2678  NGVD 29 (07/19/86)   61.8    (m)          203.     (f) VERT ANG    3  
 EH2678
 EH2678.Superseded values are not recommended for survey control.
 EH2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2678.See file dsdata.txt to determine how the superseded data were derived.
 EH2678
 EH2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3151032831(NAD 83)
 EH2678_MARKER: DZ = AZIMUTH MARK DISK
 EH2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2678+STABILITY: SURFACE MOTION
 EH2678
 EH2678  HISTORY     - Date     Condition        Report By
 EH2678  HISTORY     - 1980     MONUMENTED       NGS
 EH2678
 EH2678                          STATION DESCRIPTION
 EH2678
 EH2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2678'THE STATION IS LOCATED ABOUT 14.1 KM NORTHEAST OF HELENA, AR,
 EH2678'12.5 KM SOUTHWEST OF TUNICA, MS, AND ON TOP OF THE MAIN LEVEE
 EH2678'ALONG THE EAST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION
 EH2678'FOR THE STATION WAS OBTAINED FROM MR. JOE F. MOONEY, JR.,
 EH2678'CHIEF ENGINEER FOR THE YAZOO-MISSISSIPPI DELTA LEVEE BOARD,
 EH2678'P.O. BOX 610, CLARKSDALE, MS 38614.
 EH2678'TELEPHONE NUMBER 601-624-4398.
 EH2678'
 EH2678'TO REACH THE STATION FROM THE POST OFFICE IN TUNICA, GO
 EH2678'SOUTH ON A PAVED ROAD FOR 5.55 KM (3.45 MI) TO A PAVED
 EH2678'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 EH2678'6.36 KM (3.95 MI) TO THE TOP OF THE LEVEE.  TURN LEFT AND
 EH2678'GO SOUTHERLY ON THE LEVEE ROAD FOR 3.22 KM (2.0 MI) TO
 EH2678'TRIANGULATION STATION AUSTIN 2 1953 AZ MK ON THE RIGHT, AT
 EH2678'A SPUR LEVEE.  CONTINUE SOUTHERLY ON THE LEVEE ROAD FOR
 EH2678'0.97 KM (0.6 MI) TO THE STATION ON THE RIGHT, JUST BEFORE
 EH2678'REACHING A CATTLE GUARD.
 EH2678'
 EH2678'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2678'STAMPED---AUSTIN 2 1953 NO 2 1979---,
 EH2678'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2678'FLUSH WITH GROUND.  IT IS LOCATED
 EH2678'17.0 METERS NORTHWEST FROM THE CENTER OF A CATTLE GUARD,
 EH2678'6.0 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2678'0.75 METER NORTH FROM A METAL WITNESS POST.
 EH2678'
 EH2678'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 EH2678'THE ARROW ON THE DISK IS POINTED TOWARD STATION
 EH2678'AUSTIN 2 1953 AZ MK.
 EH2678'AUSTIN 2 1953 IS NOT VISIBLE FROM THE GROUND AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2514 ***********************************************************************
 EH2514  DESIGNATION -  AUSTIN 2 AZ MK RESET
 EH2514  PID         -  EH2514
 EH2514  STATE/COUNTY-  MS/TUNICA
 EH2514  USGS QUAD   -  DUNDEE (1982)
 EH2514
 EH2514                         *CURRENT SURVEY CONTROL
 EH2514  ___________________________________________________________________
 EH2514* NAD 83(1993)-  34 37 17.99116(N)    090 28 19.26266(W)     ADJUSTED  
 EH2514* NAVD 88     -        65.814  (meters)     215.92   (feet)  ADJUSTED  
 EH2514  ___________________________________________________________________
 EH2514  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 EH2514  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH2514  DYNAMIC HT  -          65.752 (meters)     215.72  (feet)  COMP
 EH2514  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 EH2514
 EH2514  HORZ ORDER  -  FIRST
 EH2514  VERT ORDER  -  FIRST     CLASS II
 EH2514
 EH2514.The horizontal coordinates were established by classical geodetic methods
 EH2514.and adjusted by the National Geodetic Survey in September 1999.
 EH2514
 EH2514.The orthometric height was determined by differential leveling
 EH2514.and adjusted in June 1991.
 EH2514
 EH2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2514
 EH2514.The geoid height was determined by GEOID03.
 EH2514
 EH2514.The dynamic height is computed by dividing the NAVD 88
 EH2514.geopotential number by the normal gravity value computed on the
 EH2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2514.degrees latitude (g = 980.6199 gals.).
 EH2514
 EH2514.The modeled gravity was interpolated from observed gravity values.
 EH2514
 EH2514;                    North         East     Units Scale Factor Converg.
 EH2514;SPC MS W     -   567,912.492   687,282.421   MT  0.99995199   -0 04 43.7
 EH2514;SPC MS W     - 1,863,226.23  2,254,859.08   sFT  0.99995199   -0 04 43.7
 EH2514;UTM  15      - 3,833,994.440   731,766.200   MT  1.00026213   +1 26 12.9
 EH2514
 EH2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2514!SPC MS W     -   0.99999390  x   0.99995199  =   0.99994589
 EH2514!UTM  15      -   0.99999390  x   1.00026213  =   1.00025602
 EH2514
 EH2514|---------------------------------------------------------------------|
 EH2514| PID    Reference Object                     Distance      Geod. Az  |
 EH2514|                                                           dddmmss.s |
 EH2514| CY5199 AUSTIN 2 AZ MK RM 5                  26.449 METERS 07445     |
 EH2514| CY5200 AUSTIN 2 AZ MK RM 6                  27.694 METERS 18300     |
 EH2514| EH2678 AUSTIN 2 AZ MK 2                    APPROX. 1.2 KM 1935222.6 |
 EH2514|---------------------------------------------------------------------|
 EH2514
 EH2514                          SUPERSEDED SURVEY CONTROL
 EH2514
 EH2514  NAD 83(1986)-  34 37 17.99503(N)    090 28 19.26629(W) AD(       ) 1
 EH2514  NAD 27      -  34 37 17.63031(N)    090 28 18.89855(W) AD(       ) 1
 EH2514  NGVD 29 (??/??/??)   65.850  (m)          216.04   (f) ADJUSTED    1 2
 EH2514
 EH2514.Superseded values are not recommended for survey control.
 EH2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2514.See file dsdata.txt to determine how the superseded data were derived.
 EH2514
 EH2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3176633994(NAD 83)
 EH2514_MARKER: DZ = AZIMUTH MARK DISK
 EH2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2514_SP_SET: CONCRETE POST
 EH2514_STAMPING: AUSTIN 2 1953 1979
 EH2514_MARK LOGO: NGS   
 EH2514_PROJECTION: RECESSED 5 CENTIMETERS
 EH2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2514+STABILITY: SURFACE MOTION
 EH2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2514+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH2514
 EH2514  HISTORY     - Date     Condition        Report By
 EH2514  HISTORY     - 1979     MONUMENTED       NGS
 EH2514  HISTORY     - 1980     GOOD             NGS
 EH2514  HISTORY     - 1983     GOOD             NGS
 EH2514  HISTORY     - 1984     GOOD             NGS
 EH2514  HISTORY     - 20030528 GOOD             USACE
 EH2514
 EH2514                          STATION DESCRIPTION
 EH2514
 EH2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2514'THE 1953 AZIMUTH MARK WAS REMOVED, THE POINT HELD,
 EH2514'A NEW SURFACE AND UNDERGROUND DISK SET AND
 EH2514'WAS OCCUPIED AT THIS TIME TO UTILIZE THE
 EH2514'LEVEE HEIGHT TO CLEAR THE HIGH TREES IN THE VICINITY.
 EH2514'AN EDM TIE WAS MADE TO AUSTIN 2 1953, UTILIZING A HP 3800.
 EH2514'AUSTIN 2 1953 IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 EH2514'
 EH2514'TO REACH THE STATION FROM THE POST OFFICE IN TUNICA, GO
 EH2514'SOUTH ON A PAVED ROAD FOR 5.55 KM (3.45 MI) TO A
 EH2514'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 EH2514'6.36 KM (3.95 MI) TO THE TOP OF THE LEVEE.  TURN LEFT AND
 EH2514'GO SOUTHERLY ON THE LEVEE ROAD FOR 3.22 KM (2.0 MI) TO THE
 EH2514'AZIMUTH MARK ON THE RIGHT.
 EH2514'
 EH2514'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 EH2514'STAMPED---AUSTIN 2 1953 1979---,
 EH2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2514'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 EH2514'12.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH2514'6.5 METERS NORTHEAST FROM THE CENTER OF AN OFF LEVEE ROAD, AND
 EH2514'0.7 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2514
 EH2514                          STATION RECOVERY (1980)
 EH2514
 EH2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2514'THE STATION IS LOCATED ABOUT 14.1 KM NORTHEAST OF HELENA, AR,
 EH2514'12.5 KM SOUTHWEST OF TUNICA, MS, AND ON TOP OF THE LEVEE
 EH2514'ALONG THE EAST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION
 EH2514'TO USE THE STATION WAS OBTAINED FROM MR. JOE F. MOONEY, JR.,
 EH2514'CHIEF ENGINEER FOR THE YAZOO-MISSISSIPPI DELTA LEVEE BOARD,
 EH2514'P.O. BOX 610, CLARKSDALE, MS 38614.
 EH2514'TELEPHONE NUMBER 601-624-4398.
 EH2514'
 EH2514'TO REACH THE STATION FROM THE POST OFFICE IN TUNICA,
 EH2514'GO SOUTH ON A PAVED ROAD FOR 5.55 KM (3.45 MI) TO A
 EH2514'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD
 EH2514'FOR 6.36 KM (3.95 MI) TO THE TOP OF THE LEVEE.  TURN
 EH2514'LEFT AND GO SOUTHERLY ON THE LEVEE ROAD FOR 3.22 KM
 EH2514'(2.0 MI) TO THE STATION ON THE RIGHT, ON A SPUR LEVEE.
 EH2514'
 EH2514'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 EH2514'STAMPED---AUSTIN 2 1953 1979---,
 EH2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2514'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 EH2514'12.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD,
 EH2514'6.5 METERS NORTHEAST FROM THE CENTER OF A CROSS LEVEE ROAD, AND
 EH2514'0.7 METER SOUTHEAST FROM A METAL WITNESS POST.
 EH2514'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 EH2514'STAMPED---AUSTIN 2 1953 1979---,
 EH2514'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 EH2514'1 METER BELOW THE SURFACE.
 EH2514'
 EH2514'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 EH2514'STAMPED---AUSTIN 2 1953 NO 5 1979---,
 EH2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2514'FLUSH WITH GROUND.  IT IS LOCATED
 EH2514'3.5 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2514'0.7 METER NORTH FROM A METAL WITNESS POST.
 EH2514'MARK IS LEVEL WITH STATION.
 EH2514'
 EH2514'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK
 EH2514'STAMPED---AUSTIN 2 1953 NO 6 1979---,
 EH2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2514'FLUSH WITH GROUND.  IT IS LOCATED
 EH2514'4.1 METERS SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD AND
 EH2514'0.6 METER EAST FROM A METAL WITNESS POST.
 EH2514'MARK IS LEVEL WITH STATION.
 EH2514'
 EH2514'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 EH2514'STAMPED---AUSTIN 2 1953 NO 2 1979---,
 EH2514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EH2514'FLUSH WITH GROUND.  IT IS LOCATED
 EH2514'17.0 METERS NORTHWEST FROM THE CENTER OF A CATTLE GUARD,
 EH2514'6.0 METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND
 EH2514'0.75 METER NORTH FROM A METAL WITNESS POST.
 EH2514'
 EH2514'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY
 EH2514'ON THE LEVEE ROAD FOR 0.97 KM (0.6 MI) TO THE MARK ON THE RIGHT.
 EH2514'
 EH2514'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.3 METERS.
 EH2514'TRIANGULATION STATION AUSTIN 2 1953 IS NOT VISIBLE
 EH2514'FROM THE GROUND AT THE STATION.
 EH2514'THIS STATION WAS OCCUPIED TO UTILIZE THE LEVEE HEIGHT
 EH2514'TO CLEAR THE HIGH TREES IN THE VICINITY.
 EH2514
 EH2514                          STATION RECOVERY (1983)
 EH2514
 EH2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH2514'15.2 KM (9.4 MI) SW FROM TUNICA.
 EH2514'5.6 KM (3.45 MI) SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE IN
 EH2514'TUNICA TO A CROSSROAD, THENCE 6.4 KM (3.95 MI) WEST ALONG A BLACKTOP
 EH2514'ROAD TO THE CROWN OF THE LEVEE, THENCE 3.2 KM (2.0 MI) SOUTH ALONG THE
 EH2514'TOP OF THE LEVEE, AT A SPUR LEVEE AND GRAVEL ROAD LEADING WEST, ALSO,
 EH2514'1.3 KM (0.8 MI) NORTH-NORTHEAST OF MILEPOST 45/46, 13.11 METERS
 EH2514'(43.0 FT) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF CROWN OF MAIN
 EH2514'LEVEE, 38.71 METERS (127.0 FT) SOUTH-SOUTHWEST OF THE EAST ONE OF TWO
 EH2514'WATER LEVEL GAUGES, 2.13 METERS (7.0 FT) SOUTH-SOUTHWEST OF THE
 EH2514'APPROXIMATE CENTER OF THE CROWN OF THE SPUR LEVEE, AND 5.50 METERS
 EH2514'(18.0 FT) NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD
 EH2514'LEADING WEST.
 EH2514'THE MARK IS 0.46 METERS  NNE FROM A WITNESS POST.
 EH2514
 EH2514                          STATION RECOVERY (1984)
 EH2514
 EH2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2514'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) NORTHEAST OF HELENA,
 EH2514'AR, 12.6 KM (7.8 MI) SOUTHWEST OF TUNICA, MS, AND ON TOP OF THE MAIN
 EH2514'LEVEE ALONG THE EAST SIDE OF THE MISSISSIPPI RIVER.
 EH2514'OWNERSHIP--YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O JOE F. MOONEY
 EH2514'P.O. BOX 610, CLARKSDALE, MISSISSIPPI 38614  PHONE (601) 624-4397.
 EH2514'
 EH2514'TO REACH THE STATION FROM THE POST OFFICE IN TUNICA, MS, GO SOUTH ON
 EH2514'A PAVED ROAD FOR 5.55 KM (3.45 MI) TO A PAVED ROAD.  TURN RIGHT AND
 EH2514'GO WEST ON THE PAVED ROAD FOR 6.36 KM (3.95 MI) TO THE TOP OF THE
 EH2514'LEVEE.  TURN LEFT AND GO SOUTH ON THE LEVEE ROAD FOR 3.22 KM (2.0 MI)
 EH2514'TO THE STATION ON THE RIGHT, AT A SPUR LEVEE.
 EH2514'
 EH2514'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 EH2514'---AUSTIN 2 1953 AZ MK 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 EH2514'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER RECESSED 4 CM (1.6 INCHES)
 EH2514'BELOW THE GROUND LOCATED 12.5 METERS (41.0 FEET) S FROM THE CENTER
 EH2514'LINE OF THE LEVEE ROAD, 6.5 METERS (21.3 FEET) N FROM THE CENTERLINE
 EH2514'OF A CROSSROAD, AND 2.0 METERS (6.6 FEET) S FROM THE CENTERLINE OF A
 EH2514'SPUR LEVEE.
 EH2514'
 EH2514'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2514'STAMPED---AUSTIN 2 1953 NO 5 1979---SET INTO THE TOP OF A ROUND
 EH2514'CONCRETE MONUMENT 30 CM (11.8 IN.) IN DIAMETER FLUSH WITH THE GROUND
 EH2514'LOCATED 3.5 METERS (11.5 FEET) E FROM THE CENTERLINE OF THE LEVEE
 EH2514'ROAD.
 EH2514'
 EH2514'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2514'STAMPED---AUSTIN 2 1953 NO 6 1979---SET INTO THE TOP OF A ROUND
 EH2514'CONCRETE MONUMENT 30 CM (11.8 IN.) IN DIAMETER FLUSH WITH THE GROUND
 EH2514'LOCATED 4.1 METERS (13.5 FEET) W FROM THE CENTER LINE OF THE LEVEE
 EH2514'ROAD AND 20.4 METERS (66.9 FEET) S FROM THE CENTERLINE OF A
 EH2514'CROSSROAD.
 EH2514'
 EH2514'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2514'STAMPED---AUSTIN 2 1953 NO 2 1979---SET INTO THE TOP OF A ROUND
 EH2514'CONCRETE MONUMENT 30 CM (11.8 INCHES) IN DIAMETER FLUSH WITH THE
 EH2514'GROUND LOCATED 17.1 METERS (56 FEET) NNW FROM CATTLE GUARD CENTER, 6
 EH2514'METERS (19.7 FEET) W FROM LEVEE ROAD CENTER, AND 1 METER (3 FEET)
 EH2514'FROM LOWER THAN LEVEE ROAD.
 EH2514'
 EH2514'MACROMETER GPS SURVEYS, RENA LARA, TN + MS, TO MEMPHIS, TN, MAY-JUNE
 EH2514'1984.
 EH2514
 EH2514                          STATION RECOVERY (2003)
 EH2514
 EH2514'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0180 ***********************************************************************
 EH0180  DESIGNATION -  AUSTIN 2 RM 3
 EH0180  PID         -  EH0180
 EH0180  STATE/COUNTY-  MS/TUNICA
 EH0180  USGS QUAD   -  DUNDEE (1982)
 EH0180
 EH0180                         *CURRENT SURVEY CONTROL
 EH0180  ___________________________________________________________________
 EH0180* NAD 83(1993)-  34 36 42.57434(N)    090 28 28.22302(W)     NO CHECK  
 EH0180* NAVD 88     -        59.614  (meters)     195.58   (feet)  ADJUSTED  
 EH0180  ___________________________________________________________________
 EH0180  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EH0180  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0180  DYNAMIC HT  -          59.557 (meters)     195.40  (feet)  COMP
 EH0180  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 EH0180
 EH0180  HORZ ORDER  -  SECOND
 EH0180  VERT ORDER  -  FIRST     CLASS II
 EH0180
 EH0180.The horizontal coordinates were established by classical geodetic methods
 EH0180.and adjusted by the National Geodetic Survey in May 1994.
 EH0180.No horizontal observational check was made to the station.
 EH0180
 EH0180.The orthometric height was determined by differential leveling
 EH0180.and adjusted in June 1991.
 EH0180.WARNING-Repeat measurements at this control monument indicate possible
 EH0180.vertical movement.
 EH0180
 EH0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0180
 EH0180.The geoid height was determined by GEOID03.
 EH0180
 EH0180.The dynamic height is computed by dividing the NAVD 88
 EH0180.geopotential number by the normal gravity value computed on the
 EH0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0180.degrees latitude (g = 980.6199 gals.).
 EH0180
 EH0180.The modeled gravity was interpolated from observed gravity values.
 EH0180
 EH0180;                    North         East     Units Scale Factor Converg.
 EH0180;SPC MS W     -   566,821.497   687,052.648   MT  0.99995207   -0 04 48.7
 EH0180;SPC MS W     - 1,859,646.86  2,254,105.23   sFT  0.99995207   -0 04 48.7
 EH0180;UTM  15      - 3,832,897.410   731,565.300   MT  1.00026098   +1 26 06.6
 EH0180
 EH0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0180!SPC MS W     -   0.99999487  x   0.99995207  =   0.99994694
 EH0180!UTM  15      -   0.99999487  x   1.00026098  =   1.00025585
 EH0180
 EH0180                          SUPERSEDED SURVEY CONTROL
 EH0180
 EH0180  NAD 83(1986)-  34 36 42.58238(N)    090 28 28.22048(W) AD(       ) 2
 EH0180  NAD 27      -  34 36 42.21746(N)    090 28 27.85629(W) AD(       ) 2
 EH0180  NGVD 29 (??/??/??)   59.649  (m)          195.70   (f) ADJUSTED    1 2
 EH0180
 EH0180.Superseded values are not recommended for survey control.
 EH0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0180.See file dsdata.txt to determine how the superseded data were derived.
 EH0180
 EH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3156532897(NAD 83)
 EH0180_MARKER: DR = REFERENCE MARK DISK
 EH0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0180_STAMPING: AUSTIN 2 NO. 3 (1953)
 EH0180_MARK LOGO: CGS   
 EH0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0180+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0180
 EH0180  HISTORY     - Date     Condition        Report By
 EH0180  HISTORY     - 1953     MONUMENTED       CGS
 EH0180  HISTORY     - 1966     GOOD             MSHD
 EH0180  HISTORY     - 19751205 GOOD             USGS
 EH0180  HISTORY     - 1983     GOOD             NGS
 EH0180  HISTORY     - 20030528 GOOD             USACE
 EH0180
 EH0180                          STATION DESCRIPTION
 EH0180
 EH0180'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0180'10.2 MI SW FROM TUNICA.
 EH0180'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0180'STREET AND A BLACKTOP ROAD FOR 3.45 MILES TO A CROSSROADS, TURN RIGHT
 EH0180'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 3.95 MILES TO THE
 EH0180'MISSISSIPPI RIVER LEVEE, TURN LEFT (SOUTH) AND CONTINUE ON THE LEVEE
 EH0180'FOR 2.8 MILES TO A CATTLE GUARD AND MILEPOST 45/46 AND THE MARK ON THE
 EH0180'LEFT AS DESCRIBED.  IT IS 323.5 FEET NORTH-NORTHEAST OF RM-4, 294.5
 EH0180'FEET NORTH OF THE STATION, 123 FEET EAST OF THE CENTER OF THE CATTLE
 EH0180'GUARD, 114.5 FEET EAST OF MILEPOST 45/46, 9 FEET EAST OF THE CENTER OF
 EH0180'A GATE, 1.3 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A
 EH0180'FENCE.
 EH0180
 EH0180                          STATION RECOVERY (1975)
 EH0180
 EH0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JDS)
 EH0180'RECOVERED IN GOOD CONDITION.
 EH0180
 EH0180                          STATION RECOVERY (1983)
 EH0180
 EH0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0180'RECOVERED AS DESCRIBED.
 EH0180
 EH0180                          STATION RECOVERY (2003)
 EH0180
 EH0180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0179 ***********************************************************************
 EH0179  DESIGNATION -  AUSTIN 2 RM 4
 EH0179  PID         -  EH0179
 EH0179  STATE/COUNTY-  MS/TUNICA
 EH0179  USGS QUAD   -  DUNDEE (1982)
 EH0179
 EH0179                         *CURRENT SURVEY CONTROL
 EH0179  ___________________________________________________________________
 EH0179* NAD 83(1986)-  34 36 38.     (N)    090 28 26.     (W)     SCALED    
 EH0179* NAVD 88     -        65.572  (meters)     215.13   (feet)  ADJUSTED  
 EH0179  ___________________________________________________________________
 EH0179  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0179  DYNAMIC HT  -          65.510 (meters)     214.93  (feet)  COMP
 EH0179  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 EH0179
 EH0179  VERT ORDER  -  FIRST     CLASS II
 EH0179
 EH0179.The horizontal coordinates were scaled from a topographic map and have
 EH0179.an estimated accuracy of +/- 6 seconds.
 EH0179
 EH0179.The orthometric height was determined by differential leveling
 EH0179.and adjusted in June 1991.
 EH0179
 EH0179.The geoid height was determined by GEOID03.
 EH0179
 EH0179.The dynamic height is computed by dividing the NAVD 88
 EH0179.geopotential number by the normal gravity value computed on the
 EH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0179.degrees latitude (g = 980.6199 gals.).
 EH0179
 EH0179.The modeled gravity was interpolated from observed gravity values.
 EH0179
 EH0179;                    North         East    Units  Estimated Accuracy
 EH0179;SPC MS W     -   566,680.      687,110.      MT  (+/- 180 meters Scaled)
 EH0179
 EH0179                          SUPERSEDED SURVEY CONTROL
 EH0179
 EH0179  NGVD 29 (??/??/??)   65.610  (m)          215.26   (f) ADJUSTED    1 2
 EH0179
 EH0179.Superseded values are not recommended for survey control.
 EH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0179.See file dsdata.txt to determine how the superseded data were derived.
 EH0179
 EH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU316327(NAD 83)
 EH0179_MARKER: DR = REFERENCE MARK DISK
 EH0179_SETTING: 0 = UNSPECIFIED SETTING
 EH0179_STAMPING: AUSTIN NO. 4 (1953)
 EH0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0179
 EH0179  HISTORY     - Date     Condition        Report By
 EH0179  HISTORY     - 1953     MONUMENTED       CGS
 EH0179  HISTORY     - 1975     GOOD             USGS
 EH0179  HISTORY     - 19751205 SEE DESCRIPTION  USGS
 EH0179  HISTORY     - 1983     MARK NOT FOUND   NGS
 EH0179
 EH0179                          STATION DESCRIPTION
 EH0179
 EH0179'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EH0179'10.25 MI SW FROM TUNICA.
 EH0179'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0179'STREET AND A BLACKTOP ROAD FOR 3.45 MILES TO A CROSSROADS, TURN RIGHT
 EH0179'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 3.95 MILES TO THE
 EH0179'MISSISSIPPI RIVER LEVEE, TURN LEFT (SOUTH) AND CONTINUE ON THE LEVEE
 EH0179'FOR 2.85 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 323.5 FEET
 EH0179'SOUTH OF RM-3, 300 FEET SOUTH OF THE CENTER OF THE CATTLE GUARD, 279.5
 EH0179'FEET SOUTH OF MILEPOST 45/46, 127 FEET WEST OF THE STATION, 12 FEET
 EH0179'EAST OF THE CENTER OF THE LEVEE, AND 1.4 FEET WEST OF A WHITE METAL
 EH0179'POST.
 EH0179
 EH0179                          STATION RECOVERY (1975)
 EH0179
 EH0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JDS)
 EH0179'RECOVERED AS DESCRIBED.
 EH0179
 EH0179                          STATION RECOVERY (1983)
 EH0179
 EH0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0179'NOT RECOVERED, A CONCRETE MONUMENT WAS FOUND IN AREA, BUT NO DISK
 EH0179'RECOVERED, PRESUMED DESTROYED BY ROAD GRADER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0178 ***********************************************************************
 EH0178  DESIGNATION -  AUSTIN RM 1
 EH0178  PID         -  EH0178
 EH0178  STATE/COUNTY-  MS/TUNICA
 EH0178  USGS QUAD   -  DUNDEE (1982)
 EH0178
 EH0178                         *CURRENT SURVEY CONTROL
 EH0178  ___________________________________________________________________
 EH0178* NAD 83(1986)-  34 36 40.     (N)    090 28 31.     (W)     SCALED    
 EH0178* NAVD 88     -        59.355  (meters)     194.73   (feet)  ADJUSTED  
 EH0178  ___________________________________________________________________
 EH0178  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EH0178  DYNAMIC HT  -          59.298 (meters)     194.55  (feet)  COMP
 EH0178  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 EH0178
 EH0178  VERT ORDER  -  SECOND    CLASS 0
 EH0178
 EH0178.The horizontal coordinates were scaled from a topographic map and have
 EH0178.an estimated accuracy of +/- 6 seconds.
 EH0178
 EH0178.The orthometric height was determined by differential leveling
 EH0178.and adjusted in June 1991.
 EH0178.WARNING-Repeat measurements at this control monument indicate possible
 EH0178.vertical movement.
 EH0178
 EH0178.The geoid height was determined by GEOID03.
 EH0178
 EH0178.The dynamic height is computed by dividing the NAVD 88
 EH0178.geopotential number by the normal gravity value computed on the
 EH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0178.degrees latitude (g = 980.6199 gals.).
 EH0178
 EH0178.The modeled gravity was interpolated from observed gravity values.
 EH0178
 EH0178;                    North         East    Units  Estimated Accuracy
 EH0178;SPC MS W     -   566,740.      686,980.      MT  (+/- 180 meters Scaled)
 EH0178
 EH0178                          SUPERSEDED SURVEY CONTROL
 EH0178
 EH0178  NGVD 29 (??/??/??)   59.480  (m)          195.14   (f) ADJUSTED    2 0
 EH0178
 EH0178.Superseded values are not recommended for survey control.
 EH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0178.See file dsdata.txt to determine how the superseded data were derived.
 EH0178
 EH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU314328(NAD 83)
 EH0178_MARKER: DR = REFERENCE MARK DISK
 EH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0178+STABILITY: SURFACE MOTION
 EH0178
 EH0178  HISTORY     - Date     Condition        Report By
 EH0178  HISTORY     - 1929     MONUMENTED       CGS
 EH0178  HISTORY     - 1975     GOOD             USGS
 EH0178
 EH0178                          STATION DESCRIPTION
 EH0178
 EH0178'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EH0178'2.75 MI SW FROM AUSTIN.
 EH0178'LOCATED ON THE BERM OF THE MAIN LEVEE, MISSISSIPPI RIVER, NEAR THE
 EH0178'OUTER EDGE, 62 FEET SOUTHWEST (BELOW) LEVEE MILE POST 45/46.  NOTE--
 EH0178'THE LEVEE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2676 ***********************************************************************
 EH2676  DESIGNATION -  AUSTIN RM 2
 EH2676  PID         -  EH2676
 EH2676  STATE/COUNTY-  MS/TUNICA
 EH2676  USGS QUAD   -  DUNDEE (1982)
 EH2676
 EH2676                         *CURRENT SURVEY CONTROL
 EH2676  ___________________________________________________________________
 EH2676* NAD 83(1993)-  34 36 35.21122(N)    090 28 26.98836(W)     NO CHECK  
 EH2676* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH2676  ___________________________________________________________________
 EH2676  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EH2676  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH2676  HORZ ORDER  -  THIRD
 EH2676
 EH2676.The horizontal coordinates were established by classical geodetic methods
 EH2676.and adjusted by the National Geodetic Survey in May 1994.
 EH2676.No horizontal observational check was made to the station.
 EH2676
 EH2676.The orthometric height was scaled from a topographic map.
 EH2676
 EH2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2676
 EH2676.The geoid height was determined by GEOID03.
 EH2676
 EH2676;                    North         East     Units Scale Factor Converg.
 EH2676;SPC MS W     -   566,594.571   687,083.786   MT  0.99995206   -0 04 48.0
 EH2676;SPC MS W     - 1,858,902.36  2,254,207.39   sFT  0.99995206   -0 04 48.0
 EH2676;SPC AR S     -   616,562.986   539,939.299   MT  0.99996877   +0 51 14.4
 EH2676;SPC AR S     - 2,022,840.40  1,771,450.85   sFT  0.99996877   +0 51 14.4
 EH2676;UTM  15      - 3,832,671.316   731,602.439   MT  1.00026119   +1 26 07.0
 EH2676
 EH2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2676!SPC MS W     -   0.99999497  x   0.99995206  =   0.99994703
 EH2676!SPC AR S     -   0.99999497  x   0.99996877  =   0.99996374
 EH2676!UTM  15      -   0.99999497  x   1.00026119  =   1.00025616
 EH2676
 EH2676                          SUPERSEDED SURVEY CONTROL
 EH2676
 EH2676  NAD 83(1986)-  34 36 35.21478(N)    090 28 26.99268(W) AD(       ) 3
 EH2676  NAD 27      -  34 36 34.84400(N)    090 28 26.64100(W) AD(       ) 3
 EH2676
 EH2676.Superseded values are not recommended for survey control.
 EH2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2676.See file dsdata.txt to determine how the superseded data were derived.
 EH2676
 EH2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3160232671(NAD 83)
 EH2676_MARKER: DR = REFERENCE MARK DISK
 EH2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2676+STABILITY: SURFACE MOTION
 EH2676
 EH2676  HISTORY     - Date     Condition        Report By
 EH2676  HISTORY     - 1929     MONUMENTED       CGS
 EH2676
 EH2676                          STATION DESCRIPTION
 EH2676
 EH2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2676'ABOUT 3 MILES WEST AND 2 MILES SOUTH OF EVANSVILLE, ON LATERAL
 EH2676'LEVEE, 408.2 FEET EAST OF LEVEE ROAD.  MARKED BY STANDARD
 EH2676'REFERENCE DISK IN CONCRETE.  STATION AUSTIN (SEE
 EH2676'DESCRIPTION THEREOF) IS 179.183 METERS (587.87 FEET) DISTANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0546 ***********************************************************************
 BH0546  DESIGNATION -  AVENT
 BH0546  PID         -  BH0546
 BH0546  STATE/COUNTY-  MS/GEORGE
 BH0546  USGS QUAD   -  AVENT (1982)
 BH0546
 BH0546                         *CURRENT SURVEY CONTROL
 BH0546  ___________________________________________________________________
 BH0546* NAD 83(1993)-  30 58 48.77803(N)    088 47 02.06696(W)     ADJUSTED  
 BH0546* NAVD 88     -        37.57   (+/-2cm)     123.3    (feet)  VERTCON   
 BH0546  ___________________________________________________________________
 BH0546  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BH0546  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH0546  HORZ ORDER  -  FIRST
 BH0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0546
 BH0546.The horizontal coordinates were established by classical geodetic methods
 BH0546.and adjusted by the National Geodetic Survey in May 1994.
 BH0546
 BH0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0546.The vertical order pertains to the NGVD 29 superseded value.
 BH0546
 BH0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0546
 BH0546.The geoid height was determined by GEOID03.
 BH0546
 BH0546;                    North         East     Units Scale Factor Converg.
 BH0546;SPC MS E     -   164,084.466   304,721.117   MT  0.99995027   +0 01 31.6
 BH0546;SPC MS E     -   538,333.79    999,739.20   sFT  0.99995027   +0 01 31.6
 BH0546;UTM  16      - 3,428,774.727   329,649.194   MT  0.99995797   -0 55 06.5
 BH0546
 BH0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0546!SPC MS E     -   0.99999854  x   0.99995027  =   0.99994881
 BH0546!UTM  16      -   0.99999854  x   0.99995797  =   0.99995651
 BH0546
 BH0546|---------------------------------------------------------------------|
 BH0546| PID    Reference Object                     Distance      Geod. Az  |
 BH0546|                                                           dddmmss.s |
 BH0546| BH0547 AVENT RM 1                           25.097 METERS 01336     |
 BH0546| BH0548 AVENT RM 2                           27.862 METERS 24812     |
 BH0546| BH0549 AVENT AZ MK                                        2504248.3 |
 BH0546|---------------------------------------------------------------------|
 BH0546
 BH0546                          SUPERSEDED SURVEY CONTROL
 BH0546
 BH0546  NAD 83(1993)-  30 58 48.79035(N)    088 47 02.06304(W) AD(       ) 1
 BH0546  NAD 83(1986)-  30 58 48.79474(N)    088 47 02.06640(W) AD(       ) 1
 BH0546  NAD 27      -  30 58 48.12300(N)    088 47 01.93800(W) AD(       ) 1
 BH0546  NGVD 29 (??/??/??)   37.571  (m)          123.26   (f) ADJUSTED    2 0
 BH0546
 BH0546.Superseded values are not recommended for survey control.
 BH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0546.See file dsdata.txt to determine how the superseded data were derived.
 BH0546
 BH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2964928775(NAD 83)
 BH0546_MARKER: DS = TRIANGULATION STATION DISK
 BH0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0546_STAMPING: AVENT 1942
 BH0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0546+STABILITY: SURFACE MOTION
 BH0546
 BH0546  HISTORY     - Date     Condition        Report By
 BH0546  HISTORY     - 1942     MONUMENTED       CGS
 BH0546  HISTORY     - 1971     GOOD             MSHD
 BH0546  HISTORY     - 1971     GOOD             MSHD
 BH0546  HISTORY     - 1979     GOOD             USGS
 BH0546
 BH0546                          STATION DESCRIPTION
 BH0546
 BH0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH0546'THE STATION IS LOCATED ABOUT 14 MILES NW OF LUCEDALE, ABOUT 8 MILES S
 BH0546'OF MCLAIN, 0.5 MILE W OF W.L. SMITHS STORE, ABOUT 300 FEET E
 BH0546'OF FARMHOUSE, 44 FEET S OF THE CENTER LINE OF A GRAVEL ROAD, AND 3.1
 BH0546'FEET S OF A 4 BY 4 WHITE POST.  THE STATION IS ON THE PROPERTY OF
 BH0546'MR. FOREST FAIRLEY.  MARK PROJECTS ABOUT 5 INCHES AND IS STAMPED
 BH0546'AVENT 1942.
 BH0546'
 BH0546'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH0546'BRONZE DISKS SET IN CONCRETE.
 BH0546'
 BH0546'REFERENCE MARK NO. 1 IS 82.34 FEET N OF THE STATION, 32.5 FEET N OF
 BH0546'THE CENTER LINE OF A GRAVEL ROAD, AND 25.6 FEET NE OF A
 BH0546'TRIANGULAR BLAZED 12-INCH PINE TREE.  MARK PROJECTS 4 INCHES AND IS
 BH0546'STAMPED AVENT NO. 1 1942.
 BH0546'
 BH0546'REFERENCE MARK NO. 2 IS 91.41 FEET W OF THE STATION, ABOUT 125 FEET E
 BH0546'OF THE FAIRLEY HOUSE, AND 1 FOOT N OF A GARDEN FENCE.
 BH0546'MARK PROJECTS 4 INCHES AND IS STAMPED AVENT NO. 2 1942.
 BH0546'
 BH0546'THE AZIMUTH MARK IS LOCATED ABOUT 0.35 MILE W OF THE STATION, ABOUT
 BH0546'100 PACES SSW OF FARMHOUSE, 44.6 FEET W OF FENCE LINE ALONG W
 BH0546'EDGE OF A CULTIVATED FIELD, 2 FEET S OF A 4 BY 4 WHITE POST, AND 1
 BH0546'FOOT E OF FENCE AROUND A SMALL CEMETERY.  MARK PROJECTS
 BH0546'ABOUT 4 INCHES AND IS STAMPED AVENT 1942.  TO REACH AZIMUTH MARK FROM
 BH0546'STATION FOLLOW GRAVEL ROAD W FOR 0.35 MILE TO A FARM ON THE LEFT
 BH0546'SIDE OF THE ROAD, FOLLOW FENCE ON W SIDE OF FARMHOUSE FOR ABOUT 100
 BH0546'PACES TO AZIMUTH MARK.
 BH0546'
 BH0546'TO REACH THE STATION FROM THE TOWN OF MCLAIN ON STATE HIGHWAY 15-
 BH0546'FROM THE E END OF MCLAIN ON HIGHWAY 15 TURN RIGHT ALONG LEFT
 BH0546'SIDE OF RAILROAD TRACKS AND GO S ON MAIN-GRAVEL ROAD FOR 5.7 MILES TO
 BH0546'THE CROSSROADS IN THE VILLAGE OF LEAF, CONTINUE STRAIGHT AHEAD
 BH0546'S ON MAIN-GRAVEL ROAD FOR 3.5 MILES TO CROSSROADS AT S.L. SMITHS
 BH0546'STORE, TURN RIGHT AROUND STORE AND GO W FOR 0.5 MILE TO
 BH0546'STATION ON THE LEFT SIDE OF THE ROAD.
 BH0546'
 BH0546'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH0546
 BH0546                          STATION RECOVERY (1971)
 BH0546
 BH0546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH0546'THE STATION WAS VISITED 8-6-71 AND THE STATION MARK, REFERENCE MARK,
 BH0546'NO. 1, NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH0546'
 BH0546'THE STATION IS LOCATED 12.3 MILES NORTHWEST OF LUCEDALE ON THE SOUTH
 BH0546'SIDE OF A COUNTY ROAD, 7.6 MILES NORTHEAST OF BENNDALE, 0.35
 BH0546'MILE WEST OF THE CROSSROAD AT AVENT, IN THE NORTHEAST 1/4 OF SECTION
 BH0546'9, T 1S, R 8W, AND ON LAND OWNED BY MR. LEWIS FAIRLEY.  IT IS 44
 BH0546'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 19 FEET NORTH OF THE
 BH0546'CENTER OF A TRACK ROAD, 173 FEET SOUTHEAST OF THE SOUTHEAST
 BH0546'CORNER OF A FRAME HOUSE, 69 PACES EAST OF A FRAME HOUSE, 15 FEET
 BH0546'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE AND
 BH0546'1 FOOT SOUTH OF A METAL WITNESS POST.  NOTE- THE AZIMUTH IS NOT
 BH0546'VISIBLE FROM THE STATION.
 BH0546'
 BH0546'IT IS A TRIANGULATION DISK, STAMPED AVENT 1942 PROJECTING 6 INCHES.
 BH0546'
 BH0546'REFERENCE MARK NO. 1 IS 82.34 FEET NORTH-NORTHEAST OF THE STATION.
 BH0546'IT IS 32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 31 FEET
 BH0546'WEST OF THE SOUTHEAST CORNER OF A GARDEN FENCE, 168 FEET
 BH0546'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 4 FEET
 BH0546'NORTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BH0546'REFERENCE MARK DISK, STAMPED AVENT NO 1 1942, PROJECTING 2
 BH0546'INCHES.
 BH0546'
 BH0546'REFERENCE MARK NO. 2 IS 91.41 FEET WEST-SOUTHWEST OF THE STATION.  IT
 BH0546'IS 66 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 13 FEET
 BH0546'SOUTH OF THE CENTER OF A TRACK ROAD, 32 FEET EAST OF THE CENTER OF A
 BH0546'DRIVEWAY, 108 FEET EAST OF THE EAST WALL OF A FRAME HOUSE, 81 FEET
 BH0546'SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE HOUSE, 72
 BH0546'FEET EAST-NORTHEAST OF A 20-INCH CEDAR, 190 FEET SOUTHEAST OF A
 BH0546'60-INCH OAK AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BH0546'REFERENCE MARK DISK STAMPED AVENT NO 2 1942, PROJECTING 4 INCHES.
 BH0546'
 BH0546'THE AZIMUTH MARK IS 0.35 MILE WEST-SOUTHWEST OF THE STATION.  IT IS
 BH0546'ABOUT 337 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 47 FEET
 BH0546'SOUTH OF THE NORTHEAST CORNER OF THE CEMETERY, 25 FEET NORTH OF THE
 BH0546'SOUTHEAST CORNER OF THE CEMETERY, 10 FEET EAST OF THE CENTER OF A
 BH0546'LANE ON THE EAST SIDE OF THE CEMETERY, 25 FEET EAST OF THE HEAD STONE
 BH0546'OF JULIA COCHRAN, 54 FEET SOUTHEAST OF A 24-INCH OAK, 1 FOOT EAST
 BH0546'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS AN
 BH0546'AZIMUTH MARK DISK, STAMPED AVENT 1942, PROJECTING 4 INCHES.
 BH0546'
 BH0546'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH0546'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 BH0546'26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES
 BH0546'TO THE INTERSECTION OF STATE HIGHWAY 57 IN BENNDALE.  TURN
 BH0546'RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR 8.1 MILES TO THE
 BH0546'CROSSROAD AT BENNDALE.  TURN LEFT AND CONTINUE WEST ON A GRAVEL ROAD
 BH0546'FOR 0.35 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BH0546'CONTINUE WEST ON A GRAVEL ROAD FOR 0.4 MILE TO A DRIVEWAY JUST
 BH0546'BEYOND A DRIVEWAY LEADING TO A FRAME HOUSE ON THE LEFT.  TURN
 BH0546'LEFT AND CONTINUE SOUTH ON THE WEST SIDE OF A NORTH-SOUTH FENCE FOR
 BH0546'0.1 MILE TO A PRIVATE CEMETERY AND THE MARK AS DESCRIBED.
 BH0546'
 BH0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12.3 MILES
 BH0546'NORTHWEST OF LUCEDALE.
 BH0546
 BH0546                          STATION RECOVERY (1971)
 BH0546
 BH0546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0546'12.3 MI NW FROM LUCEDALE.
 BH0546'THE MARK IS LOCATED 12.3 MILES NORTHWEST OF LUCEDALE ON THE SOUTH SIDE
 BH0546'OF A COUNTY ROAD, 7.6 MILES NORTHEAST OF THE COMMUNITY OF BENNDALE,
 BH0546'0.35 MILE WEST OF THE CROSSROAD AT AVENT IN THE NORTHEAST 1/4 OF
 BH0546'SECTION 9, T 1S, R 8W, AND ON LAND OWNED BY MR. LEWIS FAIRLEY. IT IS
 BH0546'44 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 19 FEET NORTH OF THE
 BH0546'CENTER OF A TRACK ROAD, 173 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BH0546'A FRAME HOUSE, 69 PACES EAST OF A FRAME HOUSE, 15 FEET NORTH OF THE
 BH0546'PROJECTED PLANE OF THE NORTH WALL OF THE FRAME HOUSE, 1 FOOT SOUTH OF
 BH0546'A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH SQUARE
 BH0546'CONCRETE POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 6 INCHES. TO
 BH0546'REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S.
 BH0546'HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26. TURN
 BH0546'LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO THE
 BH0546'INTERSECTION OF STATE HIGHWAY 57 AT BENNDALE.  TURN RIGHT AND CONTINUE
 BH0546'NORTH ON STATE HIGHWAY 57 FOR 8.1 MILES TO THE CROSSROAD AT AVENT.
 BH0546'TURN LEFT AND CONTINUE WEST ON A GRAVEL ROAD FOR 0.35 MILE TO THE MARK
 BH0546'ON THE LEFT.
 BH0546
 BH0546                          STATION RECOVERY (1979)
 BH0546
 BH0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RCP)
 BH0546'FOUND THE STATION AND REF MK 2, BUT DID NOT FIND REF MK 1.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0549 ***********************************************************************
 BH0549  DESIGNATION -  AVENT AZ MK
 BH0549  PID         -  BH0549
 BH0549  STATE/COUNTY-  MS/GEORGE
 BH0549  USGS QUAD   -  AVENT (1982)
 BH0549
 BH0549                         *CURRENT SURVEY CONTROL
 BH0549  ___________________________________________________________________
 BH0549* NAD 83(1986)-  30 58 43.     (N)    088 47 25.     (W)     SCALED    
 BH0549* NAVD 88     -        36.53   (+/-2cm)     119.8    (feet)  VERTCON   
 BH0549  ___________________________________________________________________
 BH0549  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0549
 BH0549.The horizontal coordinates were scaled from a topographic map and have
 BH0549.an estimated accuracy of +/- 6 seconds.
 BH0549
 BH0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0549.The vertical order pertains to the NGVD 29 superseded value.
 BH0549
 BH0549.The geoid height was determined by GEOID03.
 BH0549
 BH0549;                    North         East    Units  Estimated Accuracy
 BH0549;SPC MS E     -   163,910.      304,110.      MT  (+/- 180 meters Scaled)
 BH0549
 BH0549                          SUPERSEDED SURVEY CONTROL
 BH0549
 BH0549  NGVD 29 (??/??/??)   36.534  (m)          119.86   (f) ADJUSTED    2 0
 BH0549
 BH0549.Superseded values are not recommended for survey control.
 BH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0549.See file dsdata.txt to determine how the superseded data were derived.
 BH0549
 BH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV290286(NAD 83)
 BH0549_MARKER: DZ = AZIMUTH MARK DISK
 BH0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0549_STAMPING: AVENT 1942
 BH0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0549+STABILITY: SURFACE MOTION
 BH0549
 BH0549  HISTORY     - Date     Condition        Report By
 BH0549  HISTORY     - 1942     MONUMENTED       CGS
 BH0549  HISTORY     - 1971     GOOD             MSHD
 BH0549
 BH0549                          STATION DESCRIPTION
 BH0549
 BH0549'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0549'12.6 MI NW FROM LUCEDALE.
 BH0549'THE MARK IS LOCATED 12.6 MILES NORTHWEST OF LUCEDALE ON THE EAST SIDE
 BH0549'OF THE EAST FENCE OF A SMALL PRIVATE CEMETERY, 7.4 MILES
 BH0549'NORTH-NORTHEAST OF THE COMMUNITY OF BENNDALE, 0.7 MILE WEST OF THE
 BH0549'CROSSROAD AT AVENT, IN THE NORTHEAST 1/4 OF SECTION 9, T 1S, R 8W, AND
 BH0549'ON LAND OWNED BY ELSIE FAIRLEY.  IT IS 47 FEET SOUTH OF THE NORTHEAST
 BH0549'CORNER OF THE CEMETERY, 25 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 BH0549'CEMETERY, 10 FEET WEST OF THE CENTER OF A LANE ON THE EAST SIDE OF THE
 BH0549'CEMETERY, 25 FEET EAST OF THE HEAD STONE OF JULIA COCHRAN, 54 FEET
 BH0549'SOUTHEAST OF A 24-INCH OAK, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTH OF A
 BH0549'METAL WITNESS POST ABOUT 337 FEET SOUTH OF THE CENTER OF A GRAVEL
 BH0549'ROAD.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BH0549'PROJECTING 4 INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH0549'LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF
 BH0549'STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26
 BH0549'FOR 14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY 57 AT BENNDALE.
 BH0549'TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR 8.1 MILES TO THE
 BH0549'CROSSROAD AT AVENT.  TURN LEFT AND CONTINUE WEST ON A GRAVEL ROAD FOR
 BH0549'0.75 MILE TO A DRIVEWAY JUST BEYOND ANOTHER DRIVEWAY LEADING TO A
 BH0549'HOUSE.  TURN LEFT AND CONTINUE SOUTH ON THE WEST SIDE OF A NORTH-SOUTH
 BH0549'FENCE FOR 0.1 MILE TO THE PRIVATE CEMETERY AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0547 ***********************************************************************
 BH0547  DESIGNATION -  AVENT RM 1
 BH0547  PID         -  BH0547
 BH0547  STATE/COUNTY-  MS/GEORGE
 BH0547  USGS QUAD   -  AVENT (1982)
 BH0547
 BH0547                         *CURRENT SURVEY CONTROL
 BH0547  ___________________________________________________________________
 BH0547* NAD 83(1986)-  30 58 49.     (N)    088 47 01.     (W)     SCALED    
 BH0547* NAVD 88     -        37.20   (+/-2cm)     122.0    (feet)  VERTCON   
 BH0547  ___________________________________________________________________
 BH0547  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0547
 BH0547.The horizontal coordinates were scaled from a topographic map and have
 BH0547.an estimated accuracy of +/- 6 seconds.
 BH0547
 BH0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0547.The vertical order pertains to the NGVD 29 superseded value.
 BH0547
 BH0547.The geoid height was determined by GEOID03.
 BH0547
 BH0547;                    North         East    Units  Estimated Accuracy
 BH0547;SPC MS E     -   164,090.      304,750.      MT  (+/- 180 meters Scaled)
 BH0547
 BH0547                          SUPERSEDED SURVEY CONTROL
 BH0547
 BH0547  NGVD 29 (??/??/??)   37.202  (m)          122.05   (f) ADJUSTED    2 0
 BH0547
 BH0547.Superseded values are not recommended for survey control.
 BH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0547.See file dsdata.txt to determine how the superseded data were derived.
 BH0547
 BH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV296287(NAD 83)
 BH0547_MARKER: DR = REFERENCE MARK DISK
 BH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0547_STAMPING: AVENT NO 1 1942
 BH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0547+STABILITY: SURFACE MOTION
 BH0547
 BH0547  HISTORY     - Date     Condition        Report By
 BH0547  HISTORY     - 1942     MONUMENTED       CGS
 BH0547  HISTORY     - 1971     GOOD             MSHD
 BH0547
 BH0547                          STATION DESCRIPTION
 BH0547
 BH0547'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0547'12.3 MI NW FROM LUCEDALE.
 BH0547'THE MARK IS LOCATED 12.3 MILES NORTHWEST OF LUCEDALE IN THE EDGE OF A
 BH0547'GARDEN ON THE NORTH SIDE OF A COUNTY ROAD, 7.6 MILES NORTHEAST OF THE
 BH0547'COMMUNITY OF BENNDALE, 0.35 MILE WEST OF THE CROSSROAD AT AVENT, IN
 BH0547'THE NORTHEAST 1/4 OF SECTION 9, T 1S, R 8W, AND ON LAND OWNED BY MR.
 BH0547'LEWIS FAIRLEY.  IT IS 82.34 FEET NORTH-NORTHEAST OF THE STATION, 32
 BH0547'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 31 FEET WEST OF THE
 BH0547'SOUTHEAST CORNER OF A GARDEN FENCE, 168 FEET EAST-SOUTHEAST OF THE
 BH0547'SOUTHEAST CORNER OF A FRAME HOUSE, 4 FEET NORTH OF A FENCE, 1 FOOT
 BH0547'WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH
 BH0547'SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 2 INCHES.
 BH0547'TO REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH0547'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26.
 BH0547'TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO THE
 BH0547'INTERSECTION OF STATE HIGHWAY 57.  TURN RIGHT AND CONTINUE NORTH ON
 BH0547'STATE HIGHWAY 57 FOR 8.1 MILES TO THE CROSSROAD AT AVENT.  TURN LEFT
 BH0547'AND CONTINUE WEST ON A GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE
 BH0547'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0548 ***********************************************************************
 BH0548  DESIGNATION -  AVENT RM 2
 BH0548  PID         -  BH0548
 BH0548  STATE/COUNTY-  MS/GEORGE
 BH0548  USGS QUAD   -  AVENT (1982)
 BH0548
 BH0548                         *CURRENT SURVEY CONTROL
 BH0548  ___________________________________________________________________
 BH0548* NAD 83(1986)-  30 58 49.     (N)    088 47 01.     (W)     SCALED    
 BH0548* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 BH0548  ___________________________________________________________________
 BH0548  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0548
 BH0548.The horizontal coordinates were scaled from a topographic map and have
 BH0548.an estimated accuracy of +/- 6 seconds.
 BH0548
 BH0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0548.The vertical order pertains to the NGVD 29 superseded value.
 BH0548
 BH0548.The geoid height was determined by GEOID03.
 BH0548
 BH0548;                    North         East    Units  Estimated Accuracy
 BH0548;SPC MS E     -   164,090.      304,750.      MT  (+/- 180 meters Scaled)
 BH0548
 BH0548                          SUPERSEDED SURVEY CONTROL
 BH0548
 BH0548  NGVD 29 (??/??/??)   37.618  (m)          123.42   (f) ADJUSTED    2 0
 BH0548
 BH0548.Superseded values are not recommended for survey control.
 BH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0548.See file dsdata.txt to determine how the superseded data were derived.
 BH0548
 BH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV296287(NAD 83)
 BH0548_MARKER: DR = REFERENCE MARK DISK
 BH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0548_STAMPING: AVENT NO 2 1942
 BH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0548+STABILITY: SURFACE MOTION
 BH0548
 BH0548  HISTORY     - Date     Condition        Report By
 BH0548  HISTORY     - 1942     MONUMENTED       CGS
 BH0548  HISTORY     - 1971     GOOD             MSHD
 BH0548
 BH0548                          STATION DESCRIPTION
 BH0548
 BH0548'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0548'12.3 MI NW FROM LUCEDALE.
 BH0548'THE MARK IS LOCATED 12.3 MILES NORTHWEST OF LUCEDALE ON THE SOUTH SIDE
 BH0548'OF A COUNTY ROAD, 7.6 MILES NORTHEAST OF THE COMMUNITY OF BENNDALE,
 BH0548'0.35 MILE WEST OF THE CROSSROAD AT AVENT IN THE NORTHEAST 1/4 OF
 BH0548'SECTION 9, T 1S, R 8W, AND ON THE ADDIE FAIRLEY ESTATE.  IT IS 91.41
 BH0548'FEET WEST-SOUTHWEST OF THE STATION, 66 FEET SOUTH OF THE CENTER OF A
 BH0548'GRAVEL ROAD, 13 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 32 FEET EAST
 BH0548'OF THE CENTER OF A DRIVEWAY, 72 FEET EAST-NORTHEAST OF A 20-INCH
 BH0548'CEDAR, 108 FEET EAST OF THE EAST WALL OF A FRAME HOUSE, 81 FEET
 BH0548'SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND A FRAME HOUSE,
 BH0548'190 FEET SOUTHEAST OF A 60-INCH OAK, 1 FOOT SOUTH OF A METAL WITNESS
 BH0548'POST.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT
 BH0548'LEVEL WITH THE ROAD AND PROJECTS 4 INCHES.  TO REACH THE MARK FROM THE
 BH0548'U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE
 BH0548'TO THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON
 BH0548'STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0548'57 AT BENNDALE.  TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR
 BH0548'8.1 MILES TO THE CROSSROAD AT AVENT.  TURN LEFT AND CONTINUE WEST ON A
 BH0548'GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1478 ***********************************************************************
 BV1478  DESIGNATION -  AVERA
 BV1478  PID         -  BV1478
 BV1478  STATE/COUNTY-  MS/GREENE
 BV1478  USGS QUAD   -  AVERA (1982)
 BV1478
 BV1478                         *CURRENT SURVEY CONTROL
 BV1478  ___________________________________________________________________
 BV1478* NAD 83(1993)-  31 17 44.48615(N)    088 44 20.20668(W)     ADJUSTED  
 BV1478* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BV1478  ___________________________________________________________________
 BV1478  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BV1478  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BV1478  HORZ ORDER  -  SECOND
 BV1478
 BV1478.The horizontal coordinates were established by classical geodetic methods
 BV1478.and adjusted by the National Geodetic Survey in May 1994.
 BV1478
 BV1478.The orthometric height was scaled from a topographic map.
 BV1478
 BV1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1478
 BV1478.The geoid height was determined by GEOID03.
 BV1478
 BV1478;                    North         East     Units Scale Factor Converg.
 BV1478;SPC MS E     -   199,062.750   308,985.982   MT  0.99995100   +0 02 56.5
 BV1478;SPC MS E     -   653,091.71  1,013,731.51   sFT  0.99995100   +0 02 56.5
 BV1478;UTM  16      - 3,463,677.546   334,492.316   MT  0.99993788   -0 54 12.6
 BV1478
 BV1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1478!SPC MS E     -   0.99998731  x   0.99995100  =   0.99993831
 BV1478!UTM  16      -   0.99998731  x   0.99993788  =   0.99992519
 BV1478
 BV1478:                Primary Azimuth Mark                     Grid Az
 BV1478:SPC MS E     -  STONEY LOOKOUT TOWER                     033 05 15.4
 BV1478:UTM  16      -  STONEY LOOKOUT TOWER                     034 02 24.5
 BV1478
 BV1478|---------------------------------------------------------------------|
 BV1478| PID    Reference Object                     Distance      Geod. Az  |
 BV1478|                                                           dddmmss.s |
 BV1478| BV1480 STONEY LOOKOUT TOWER                APPROX.12.6 KM 0330811.9 |
 BV1478| BV1339 VANDERFORD                          APPROX.18.8 KM 1373633.3 |
 BV1478| CF9352 AVERA RM 1                           31.156 METERS 14829     |
 BV1478| CF9351 AVERA AZ MK                                        1891002.3 |
 BV1478| CF9354 AVERA RM 3                           18.499 METERS 20120     |
 BV1478| CF9353 AVERA RM 2                           24.503 METERS 27747     |
 BV1478|---------------------------------------------------------------------|
 BV1478
 BV1478                          SUPERSEDED SURVEY CONTROL
 BV1478
 BV1478  NAD 83(1993)-  31 17 44.49469(N)    088 44 20.19921(W) AD(       ) 2
 BV1478  NAD 83(1986)-  31 17 44.50058(N)    088 44 20.20612(W) AD(       ) 2
 BV1478  NAD 27      -  31 17 43.84600(N)    088 44 20.09900(W) AD(       ) 2
 BV1478
 BV1478.Superseded values are not recommended for survey control.
 BV1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1478.See file dsdata.txt to determine how the superseded data were derived.
 BV1478
 BV1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3449263678(NAD 83)
 BV1478_MARKER: DS = TRIANGULATION STATION DISK
 BV1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1478
 BV1478  HISTORY     - Date     Condition        Report By
 BV1478  HISTORY     - 1943     MONUMENTED       CGS
 BV1478  HISTORY     - 1956     GOOD             CGS
 BV1478  HISTORY     - 1966     GOOD             MSHD
 BV1478  HISTORY     - 1976     GOOD             LOCENG
 BV1478  HISTORY     - 1978     GOOD             NGS
 BV1478
 BV1478                          STATION DESCRIPTION
 BV1478
 BV1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1478'THE STATION IS LOCATED ABOUT 0.7 MILE N OF THE SMALL VILLAGE OF
 BV1478'AVERA, 0.2 MILE E OF MISSISSIPPI STATE HIGHWAY 63, 82 FEET N OF A
 BV1478'TRACK ROAD, 44.8 FEET W OF THE SE FENCE CORNER POST OF A PECAN
 BV1478'GROVE, 12.3 FEET S OF AN E-W FENCE LINE, 11.5 FEET S OF A STANDARD
 BV1478'REFERENCE POST. THE MARK IS ON THE PROPERTY OF HORACE S. TURNER
 BV1478'LUMBER CO. IT IS SET FLUSH WITH THE GROUND AND THE DISK IS
 BV1478'STAMPED AVERA 1943.
 BV1478'
 BV1478'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1478'SET IN CONCRETE.
 BV1478'
 BV1478'REFERENCE MARK NO.1 IS 102.22 FEET SE OF THE STATION, 17.6 FEET N
 BV1478'OF A TRACK ROAD. THE MARK IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 BV1478'THE STATION MARK. THE DISK IS STAMPED AVERA NO.1 1943.
 BV1478'
 BV1478'REFERENCE MARK NO.2 IS 80.44 FEET W OF THE STATION, 69 FEET N OF A
 BV1478'TRACK ROAD, 1.5 FEET S OF AN E-W FENCE LINE. THE MARK IS ABOUT 4
 BV1478'FEET LOWER IN ELEVATION THAN THE STATION MARK. THE DISK IS STAMPED
 BV1478'AVERA NO. 2 1943.
 BV1478'
 BV1478'THE AZIMUTH MARK IS 0.4 MILE S OF THE STATION, 0.3 MILE NW OF THE
 BV1478'AVERA POST OFFICE, 26 FEET W OF THE CENTER LINE OF MISSISSIPPI STATE
 BV1478'HIGHWAY 63. THE AZIMUTH MARK IS 2 FEET E OF A PICKET FENCE. THE
 BV1478'DISK IS STAMPED AVERA 1943.
 BV1478'
 BV1478'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAYS
 BV1478'63 AND 24, WHICH IS ON THE NORTHERN EDGE OF LEAKESVILLE, GO NNW ON
 BV1478'MISSISSIPPI STATE HIGHWAY 63 FOR 15.8 MILES TO THE AVERA POST
 BV1478'OFFICE ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MISSISSIPPI STATE
 BV1478'HIGHWAY 63 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BV1478'STRAIGHT AHEAD FOR 0.4 MILE TO A DIRT ROAD RIGHT, HERE TURN RIGHT
 BV1478'ALONG THE SOUTHERN EDGE OF A PECAN GROVE FOR 0.2 MILE TO THE
 BV1478'SUMMIT OF THE HILL AND STATION.
 BV1478'
 BV1478'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BV1478
 BV1478                          STATION RECOVERY (1956)
 BV1478
 BV1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1478'THE STATION WAS VISITED ON OCTOBER 24, 1956. THE STATION AND
 BV1478'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 BV1478'MARK WAS DESTROYED BY HIGHWAY CONSTRUCTION IN 1951 AND WAS NOT
 BV1478'FOUND.  A NEW DESCRIPTION FOLLOWS--
 BV1478'
 BV1478'THE STATION IS LOCATED ABOUT 0.7 MI. NE OF THE SMALL VILLAGE OF
 BV1478'AVERA, 0.2 MI. E OF STATE HIGHWAY 63, ON THE TOP OF A BARE RIDGE,
 BV1478'AND AT THE SE CORNER OF A PECAN ORCHARD. IT IS 77 FT. N OF THE
 BV1478'CENTER OF A TRACK ROAD, 9 FT. S OF A FENCE, 44 FT. SE OF A FENCE
 BV1478'CORNER, AND 29 FT. N OF AN 8-IN. LONE OAK TREE. IT IS A STANDARD
 BV1478'DISK, STAMPED AVERA 1943 AND PROJECTING 2 IN.
 BV1478'
 BV1478'REFERENCE MARK 1 IS 102.22 FT. SE OF THE STATION, 16 FT. N OF THE
 BV1478'CENTER OF A TRACK ROAD, 96 FT. S OF A FENCE, AND 81 FT. SE OF A LONE
 BV1478'OAK TREE. IT IS A STANDARD DISK, STAMPED AVERA NO 1 1939 AND
 BV1478'PROJECTING 3 IN.
 BV1478'
 BV1478'REFERENCE MARK 2 IS 80.44 FT. W OF THE STATION, 1.5 FT. N OF A FENCE,
 BV1478'65.5 FT. N OF THE CENTER OF THE TRACK ROAD, AND 87 FT. W-NW OF THE
 BV1478'LONE OAK TREE. IT IS A STANDARD DISK, STAMPED AVERA NO 2 1943 AND
 BV1478'PROJECTING 6 IN.
 BV1478'
 BV1478'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKSVILLE, GO N ON
 BV1478'STATE HIGHWAY 63 FOR 17.05 MI. TO THE MCLAIN GROCERY STORE IN AVERA,
 BV1478'A SMALL CONCRETE-BLOCK BUILDING, CONTINUE N ON STATE HIGHWAY 63 FOR
 BV1478'0.15 MI. TO A TRACK ROAD RIGHT AT THE S END OF A LONG CURVE, TURN
 BV1478'RIGHT AND FOLLOW THE TRACK ROAD FOR 0.15 MI. TO THE TOP OF THE
 BV1478'RIDGE AND THE STATION ON THE LEFT.
 BV1478
 BV1478                          STATION RECOVERY (1966)
 BV1478
 BV1478'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1478'THE STATION WAS VISITED 4-6-66 AND THE STATION R.M. 1 AND R.M. 2
 BV1478'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK HAD BEEN REPORTED
 BV1478'DESTROYED BY PREVIOUS DESCRIPTION.
 BV1478'
 BV1478'TO REACH FROM THE U.S. POST OFFICE IN RICHTON GO NORTH ON HIGHWAY 15
 BV1478'FOR 0.3 MILES TO HIGHWAY 42 ON THE RIGHT, TURN RIGHT AND GO 11.5
 BV1478'MILES TO THE INTERSECTION OF HIGHWAY 63 IN SAND HILL, TURN RIGHT ON
 BV1478'HIGHWAY 63 AND GO 5.4 MILES TO A METAL GATE AND A TRACK ROAD ON
 BV1478'THE LEFT JUST PAST A SIDE ROAD RIGHT, TURN LEFT AND GO 0.2 MILES
 BV1478'TO THE TOP OF A HILL AND THE MARK ON THE LEFT AS DESCRIBED. THE
 BV1478'STATION DISK IS STAMPED AVERA (1943).
 BV1478'IT IS 77 FEET NORTH OF CENTER OF A TRACK ROAD, 44 FEET
 BV1478'SOUTHEAST OF A FENCE CORNER, 15.5 FEET SOUTH OF THE CENTER OF A
 BV1478'PASTURE LANE, 9 FEET SOUTH OF A FENCE, 1.5 FEET SOUTH OF A METAL
 BV1478'WITNESS POST.
 BV1478'
 BV1478'R.M. 1 IS 16 FEET NORTH OF CENTER OF THE TRACK ROAD, 96 FEET SOUTH
 BV1478'OF A FENCE, AND STAMPED AVERA NO. 1 (1943).
 BV1478'
 BV1478'R.M. 2 IS 65.5 FEET NORTH OF CENTER OF A TRACK ROAD, 86 FEET EAST OF
 BV1478'A POWER POLE, 5 FEET SOUTH OF THE CENTER OF A PASTURE LANE, 1.5
 BV1478'FEET SOUTH OF A FENCE, AND STAMPED AVERA NO. 2 (1943).
 BV1478
 BV1478                          STATION RECOVERY (1976)
 BV1478
 BV1478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BV1478'RECOERED BY S.A. MEEKS, MASONITE CORP.
 BV1478'
 BV1478'AVERA 1943 GOOD (METAL SIGN)
 BV1478'
 BV1478'RM 1 COULD NOT FIND
 BV1478'
 BV1478'RM 2 GOOD (2 IS 1.5 FT NORTH OF E-W FENCE LINE)
 BV1478'
 BV1478'AZ. MARK COULD NOT FIND
 BV1478'
 BV1478'STATION IS ON PROPERTY OF SCOTT PAPER CO.  A STEEL TRANSMISSION
 BV1478'TOWER 300 FT IN HEIGHT IS SITUATED APPROX. 190 FT SOUTH OF
 BV1478'STA. AVERA.
 BV1478'
 BV1478'PLEASE SEND ALL INFORMATION ON THE FOLLOWING (C-1-41 TTC-1-12
 BV1478'TRIANGULATION STATION 2 1975).  STATION SITUATED IN GREENE
 BV1478'CO. MISS. APPROX. 3 MI. NE OF LEAKESVILLE, MISS.
 BV1478
 BV1478                          STATION RECOVERY (1978)
 BV1478
 BV1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BV1478'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BV1478'CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND AND IS BELIEVED TO HAVE
 BV1478'BEEN DESTROYED WHEN ROAD WAS WIDENED.  THE AZIMUTH MARK WAS PREVIOUSLY
 BV1478'REPORTED DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED AT
 BV1478'THIS TIME.  NO SUITABLE LOCATION WAS FOUND FOR NEW AZIMUTH MARK DUE
 BV1478'TO PINE WOODS.  A NEW DESCRIPTION FOLLOWS.
 BV1478'
 BV1478'THE STATION IS LOCATED 0.7 MILE NORTHEAST OF THE SMALL VILLAGE OF
 BV1478'AVERA, 0.2 MILE EAST OF STATE HIGHWAY 63 ON PROPERTY OF THE SCOTT
 BV1478'PAPER COMPANY.
 BV1478'
 BV1478'TO REACH FROM THE COURTHOUSE IN LEAKSVILLE GO WEST ON STATE HIGHWAYS
 BV1478'63 AND 57 FOR 0.7 MILE TO THE JUNCTION, TURN RIGHT AND GO NORTHWEST ON
 BV1478'STATE HIGHWAY 63 FOR 14.3 MILES TO A PAVED SIDE ROAD ON THE LEFT,
 BV1478'CONTINUE NORTHWEST ON HIGHWAY 63 FOR 0.9 MILE TO A TRACK ROAD ON THE
 BV1478'RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.15 MILE TO TOP OF
 BV1478'RIDGE AND STATION ON THE LEFT.
 BV1478'
 BV1478'STATION MARK IS A STANDARD DISK STAMPED---AVERA 1943---SET IN TOP
 BV1478'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 78 FEET NORTH
 BV1478'OF THE CENTER OF TRACK ROAD, 195 FEET NORTH-NORTHWEST OF A 300 FOOT
 BV1478'RADIO MAST PAINTED RED AND WHITE, 15.5 FEET SOUTH OF THE CENTER OF
 BV1478'PASTURE LANE, 9 FEET SOUTH OF THE SOUTH LANE FENCE AND 1.5 FEET
 BV1478'SOUTH OF A METAL WITNESS POST AND SIGN.
 BV1478'
 BV1478'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED---AVERA NO 2
 BV1478'1943---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6
 BV1478'INCHES.  IT IS 86 FEET EAST OF POWER POLE, 66 FEET NORTH OF THE CENTER
 BV1478'OF TRACK ROAD, 5 FEET SOUTH OF THE CENTER OF PASTURE LANE AND IN
 BV1478'SOUTH EDGE OF PASTURE LANE, 1.5 FEET NORTH OF THE SOUTH LANE FENCE.
 BV1478'
 BV1478'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED---AVERA 1943 NO 3
 BV1478'1978---SET IN TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS
 BV1478'67 FEET SOUTH OF THE SOUTH LANE FENCE, 20 FEET NORTH OF THE CENTER
 BV1478'OF TRACK ROAD, 3 FEET EAST OF A 4-INCH PINE TREE AND 1.3 FEET NORTH
 BV1478'OF METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1251 ***********************************************************************
 CO1251  DESIGNATION -  AVERA
 CO1251  PID         -  CO1251
 CO1251  STATE/COUNTY-  MS/CLARKE
 CO1251  USGS QUAD   -  SYKES (1983)
 CO1251
 CO1251                         *CURRENT SURVEY CONTROL
 CO1251  ___________________________________________________________________
 CO1251* NAD 83(1993)-  32 05 19.57265(N)    088 31 17.17009(W)     ADJUSTED  
 CO1251* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 CO1251  ___________________________________________________________________
 CO1251  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CO1251  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CO1251  HORZ ORDER  -  THIRD
 CO1251
 CO1251.The horizontal coordinates were established by classical geodetic methods
 CO1251.and adjusted by the National Geodetic Survey in May 1994.
 CO1251
 CO1251.The orthometric height was scaled from a topographic map.
 CO1251
 CO1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1251
 CO1251.The geoid height was determined by GEOID03.
 CO1251
 CO1251;                    North         East     Units Scale Factor Converg.
 CO1251;SPC MS E     -   287,034.890   329,442.307   MT  0.99996069   +0 09 56.5
 CO1251;SPC MS E     -   941,713.63  1,080,845.30   sFT  0.99996069   +0 09 56.5
 CO1251;SPC AL W     -   232,023.718   503,578.584   MT  1.00004795   -0 32 33.6
 CO1251;UTM  16      - 3,551,288.086   356,423.448   MT  0.99985422   -0 48 30.1
 CO1251
 CO1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1251!SPC MS E     -   0.99998328  x   0.99996069  =   0.99994397
 CO1251!SPC AL W     -   0.99998328  x   1.00004795  =   1.00003123
 CO1251!UTM  16      -   0.99998328  x   0.99985422  =   0.99983750
 CO1251
 CO1251|---------------------------------------------------------------------|
 CO1251| PID    Reference Object                     Distance      Geod. Az  |
 CO1251|                                                           dddmmss.s |
 CO1251| CO1622 AVERA RM 1                           20.376 METERS 06615     |
 CO1251| CO1624 AVERA AZ MK                                        2622624.4 |
 CO1251| CO1623 AVERA RM 2                           21.148 METERS 33245     |
 CO1251|---------------------------------------------------------------------|
 CO1251
 CO1251                          SUPERSEDED SURVEY CONTROL
 CO1251
 CO1251  NAD 83(1993)-  32 05 19.57893(N)    088 31 17.17008(W) AD(       ) 3
 CO1251  NAD 83(1986)-  32 05 19.58568(N)    088 31 17.17261(W) AD(       ) 3
 CO1251  NAD 27      -  32 05 19.05500(N)    088 31 17.04500(W) AD(       ) 3
 CO1251
 CO1251.Superseded values are not recommended for survey control.
 CO1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1251.See file dsdata.txt to determine how the superseded data were derived.
 CO1251
 CO1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA5642351288(NAD 83)
 CO1251_MARKER: DS = TRIANGULATION STATION DISK
 CO1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1251_SP_SET: CONCRETE POST
 CO1251_STAMPING: AVERA 1956
 CO1251_MARK LOGO: CGS   
 CO1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1251+STABILITY: SURFACE MOTION
 CO1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1251+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1990
 CO1251
 CO1251  HISTORY     - Date     Condition        Report By
 CO1251  HISTORY     - 1956     MONUMENTED       CGS
 CO1251  HISTORY     - 1956     GOOD             CGS
 CO1251  HISTORY     - 1964     GOOD             MSHD
 CO1251  HISTORY     - 19900605 GOOD             MSHD
 CO1251
 CO1251                          STATION DESCRIPTION
 CO1251
 CO1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1251'THE STATION IS LOCATED ABOUT 12 MILES EAST NORTHEAST OF QUITMAN,
 CO1251'4 MILES WEST OF THE MISSISSIPPI-ALABAMA STATE LINE, IN THE SOUTH
 CO1251'EDGE OF AN ABANDONED SAW MILL SITE ON PROPERTY OWNED BY MR. J.W.
 CO1251'AVERA.  IT IS 51 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 63
 CO1251'FEET WEST OF A POWER LINE POLE, 35 FEET NORTHEAST OF A 14 INCH
 CO1251'OAK TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND 22 FEET
 CO1251'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 CO1251'AND THE DISK IS STAMPED AVERA 1956.  THE HIGHWAY AT THIS POINT
 CO1251'IS A SECONDARY ROAD AND THE RIGHT-OF-WAY IS NOT DEFINED.
 CO1251'
 CO1251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 CO1251'STATE HIGHWAY 18 IN QUITMAN, GO EAST ON HIGHWAY 18 FOR 1.2 MILES
 CO1251'TO A FORK (JUNCTION WITH STATE HIGHWAY 511).  TURN LEFT AND GO
 CO1251'NORTHEAST ON HIGHWAY 18 FOR 3.2 MILES TO THE END OF PAVEMENT.
 CO1251'CONTINUE NORTHEAST ON HIGHWAY 18 (UNDER CONSTRUCTION) FOR 1.95
 CO1251'MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE EASTERLY ON
 CO1251'HIGHWAY 18 FOR 5.2 MILES TO A CROSSROAD AND A BRICK SCHOOL ON THE
 CO1251'RIGHT.  CONTINUE EASTERLY ON HIGHWAY 18 FOR 2.1 MILES TO A HOUSE
 CO1251'ON THE LEFT JUST BEFORE REACHING A CURVE TO THE RIGHT.
 CO1251'THE AZIMUTH MARK IS ON THE LEFT NEAR THE NORTH SIDE OF
 CO1251'THIS HOUSE.  CONTINUE EAST ON HIGHWAY 18 FOR 0.2 MILE TO THE
 CO1251'SUMMIT OF A SMALL HILL AND THE STATION ON THE LEFT,
 CO1251'NORTH SIDE OF HIGHWAY AS DESCRIBED.
 CO1251'
 CO1251'REFERENCE MARK 1 IS 70 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 CO1251'3 FEET EAST OF THE POWER LINE POLE.  THE MARK IS FLUSH AND THE
 CO1251'DISK IS STAMPED AVERA NO 1 1956.
 CO1251'
 CO1251'REFERENCE MARK 2 IS 31 FEET WEST OF A 12 INCH OAK TREE AND 28 FEET
 CO1251'SOUTH OF A 10 INCH OAK TREE AND IS ABOUT 4 FEET LOWER THAN THE
 CO1251'STATION.  THE MARK IS FLUSH AND THE DISK IS STAMPED AVERA NO 2
 CO1251'1956.
 CO1251'
 CO1251'THE AZIMUTH MARK IS 91 FEET NORTHWEST OF THE CENTER OF STATE
 CO1251'HIGHWAY 18, 24 FEET NORTHEAST OF THE NORTHWEST CORNER AND 18 FEET
 CO1251'NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE OWNED BY MR.
 CO1251'J.W. AVERA AND IS 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND
 CO1251'THE DISK IS STAMPED AVERA 1956.
 CO1251'
 CO1251'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CO1251
 CO1251                          STATION RECOVERY (1956)
 CO1251
 CO1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1251'RECOVERED IN GOOD CONDITION.
 CO1251
 CO1251                          STATION RECOVERY (1964)
 CO1251
 CO1251'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1251'THE STATION WAS VISITED MAY 1964 AND ALL MARKS WERE FOUND IN GOOD
 CO1251'CONDITION.
 CO1251'
 CO1251'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE STATION.
 CO1251
 CO1251                          STATION RECOVERY (1990)
 CO1251
 CO1251'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1251'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST OF QUITMAN, ON THE
 CO1251'NORTH SIDE OF STATE HIGHWAY 18, 4.0 MI (6.4 KM) WEST OF THE
 CO1251'ALABAMA-MISSISSIPPI STATE LINE AND IS IN SECTION 23, T 3N, R 17E.
 CO1251'TO REACH THE MARK FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S.
 CO1251'HIGHWAY 45 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STARTE HIGHWAY
 CO1251'18, TURN LEFT AND GO EAST ON STATE HIGHWAY 18 FOR 12.0 MI (19.3 KM)
 CO1251'TO A CROSSROAD, CONTINUE EAST ON STATE HIGHWAY 18 FOR 2.3 MI (3.7 KM)
 CO1251'TO THE MARK ON THE LEFT.
 CO1251'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1251'FLUSH WITH THE GROUND, 74.0 FT (22.6 M) SOUTH OF A 24 INCH OAK, 59.0
 CO1251'FT (18.0 M) NORTH OF THE CENTER OF HIGHWAY 18, 25.0 FT (7.6 M) WEST
 CO1251'OF A R.O.W. MARKER, 18.0 FT (5.5 M) SOUTHWEST OF A POWER POLE, 4.0 FT
 CO1251'(1.2 M) NORTH OF A R.O.W. FENCE AND 1.0 FT (0.3 M) NORTH OF A METAL
 CO1251'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2048 ***********************************************************************
 DK2048  DESIGNATION -  AVON RESET
 DK2048  PID         -  DK2048
 DK2048  STATE/COUNTY-  MS/WASHINGTON
 DK2048  USGS QUAD   -  AVON (1970)
 DK2048
 DK2048                         *CURRENT SURVEY CONTROL
 DK2048  ___________________________________________________________________
 DK2048* NAD 83(1993)-  33 14 46.10131(N)    091 00 48.02830(W)     ADJUSTED  
 DK2048* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK2048  ___________________________________________________________________
 DK2048  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DK2048  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK2048  HORZ ORDER  -  FIRST
 DK2048
 DK2048.The horizontal coordinates were established by classical geodetic methods
 DK2048.and adjusted by the National Geodetic Survey in May 1994.
 DK2048
 DK2048.The orthometric height was scaled from a topographic map.
 DK2048
 DK2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2048
 DK2048.The geoid height was determined by GEOID03.
 DK2048
 DK2048;                    North         East     Units Scale Factor Converg.
 DK2048;SPC MS W     -   415,542.647   636,630.690   MT  0.99999949   -0 22 22.1
 DK2048;SPC MS W     - 1,363,326.17  2,088,679.19   sFT  0.99999949   -0 22 22.1
 DK2048;SPC AR S     -   464,715.063   491,949.275   MT  1.00001238   +0 33 08.0
 DK2048;SPC AR S     - 1,524,652.67  1,614,003.58   sFT  1.00001238   +0 33 08.0
 DK2048;UTM  15      - 3,680,334.094   685,083.280   MT  1.00002236   +1 05 22.1
 DK2048
 DK2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2048!SPC MS W     -   0.99999851  x   0.99999949  =   0.99999800
 DK2048!SPC AR S     -   0.99999851  x   1.00001238  =   1.00001089
 DK2048!UTM  15      -   0.99999851  x   1.00002236  =   1.00002087
 DK2048
 DK2048:                Primary Azimuth Mark                     Grid Az
 DK2048:SPC MS W     -  TRUNKLINE GAS CO KKE 72 MAST             060 29 14.7
 DK2048:SPC AR S     -  TRUNKLINE GAS CO KKE 72 MAST             059 33 44.6
 DK2048:UTM  15      -  TRUNKLINE GAS CO KKE 72 MAST             059 01 30.5
 DK2048
 DK2048|---------------------------------------------------------------------|
 DK2048| PID    Reference Object                     Distance      Geod. Az  |
 DK2048|                                                           dddmmss.s |
 DK2048| DK1890 TRUNKLINE GAS CO KKE 72 MAST        APPROX. 5.1 KM 0600652.6 |
 DK2048| CY5201 AVON RM 4                            81.135 METERS 11520     |
 DK2048| DK1873 HOLLANDALE MISS OIL CO TANK         APPROX.16.5 KM 1191046.5 |
 DK2048| DK1871 HOLLANDALE DEER CR COMP CO TK       APPROX.17.2 KM 1213253.8 |
 DK2048| AI3712 AVON RM 3                           166.860 METERS 17631     |
 DK2048| AI3710 AVON RM 1                            37.600 METERS 22559     |
 DK2048| AI2054 AVON AZ MK                                         2795106.7 |
 DK2048| DK2031 WEST TRANSM TWR SW GREENVILLE       APPROX.18.3 KM 3270239.1 |
 DK2048| AI3711 AVON RM 2                            41.236 METERS 32916     |
 DK2048| DK2034 EAST TRANSM TWR SW GREENVILLE       APPROX.18.0 KM 3324403.6 |
 DK2048|---------------------------------------------------------------------|
 DK2048
 DK2048                          SUPERSEDED SURVEY CONTROL
 DK2048
 DK2048  NAD 83(1986)-  33 14 46.11276(N)    091 00 48.02260(W) AD(       ) 1
 DK2048  NAD 27      -  33 14 45.68300(N)    091 00 47.64500(W) AD(       ) 1
 DK2048
 DK2048.Superseded values are not recommended for survey control.
 DK2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2048.See file dsdata.txt to determine how the superseded data were derived.
 DK2048
 DK2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8508380334(NAD 83)
 DK2048_MARKER: DS = TRIANGULATION STATION DISK
 DK2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2048_STAMPING: AVON 1939 1967
 DK2048_MARK LOGO: CGS   
 DK2048_PROJECTION: PROJECTING 10 CENTIMETERS
 DK2048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2048+STABILITY: SURFACE MOTION
 DK2048
 DK2048  HISTORY     - Date     Condition        Report By
 DK2048  HISTORY     - 1967     MONUMENTED       CGS
 DK2048  HISTORY     - 1969     GOOD             USGS
 DK2048  HISTORY     - 1974     GOOD             MSU
 DK2048  HISTORY     - 19850621 GOOD             NGS
 DK2048
 DK2048                          STATION DESCRIPTION
 DK2048
 DK2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK2048'THE STATION WAS VISITED 8-3-67 AND THE STATION SURFACE MARK
 DK2048'WAS FOUND DESTROYED, THE UNDERGROUND MARK WAS IN GOOD CONDITION.
 DK2048'THE SURFACE MARK WAS THEN SET OVER THE UNDERGROUND MARK AND
 DK2048'REENFORCED.  R.M. NO. 2 WAS FOUND DESTROYED AND THE DISK
 DK2048'RECLAIMED.  R.M. NO. 1 WAS FOUND DESTROYED BUT THE DISK WAS NOT
 DK2048'FOUND.  R.M. NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 DK2048'THE AZIMUTH MARK HAD BEEN DESTROYED PRIOR TO THIS DATE AND
 DK2048'NO NEW AZIMUTH WAS ESTABLISHED.  AZIMUTH MARK B.B.C AND THE
 DK2048'TWO CONCRETE POSTS MENTIONED IN THE 1939 DESCRIPTION WERE NOT
 DK2048'FOUND.  THE CISTERN MENTIONED IN THE 1939 DESCRIPTION
 DK2048'HAS BEEN DESTROYED AND FILLED IN, AND THE ENTIRE AREA IS
 DK2048'NOW A CULTIVATED FIELD.  ANGLES WERE OBSERVED AT BOTH R.M.S
 DK2048'NO. 3 AND 4 AND THE STATION CLOSING THE TRIANGLE, ENABLING
 DK2048'THE UNDERGROUND MARK TO BE FOUND AT A LATER DATE.  A NEW
 DK2048'DESCRIPTION FOLLOWS--
 DK2048'
 DK2048'THE STATION IS LOCATED ABOUT 2.5 MILES NE OF AVON, 2 MILES
 DK2048'SE OF WAYSIDE AND 12 MILES S. OF GREENVILLE, ON LAND LEASED
 DK2048'BY MR. FRANKLIN TOPPER IN THE NE 1/4 OF THE SW 1/4 OF SEC. 14,
 DK2048'T 16 N, R 8 W., 157 FEET S. OF A BLACK TOP ROAD, 265 FEET
 DK2048'W. OF THE EDGE OF A WOODED AREA, 430 FEET W. OF THE WEST EDGE
 DK2048'OF A CLEARED AREA FOR A GAS LINE, 28 FEET S. OF THE PROJECTED
 DK2048'CENTERLINE OF THE ROAD WEST TO HIGHWAY 1, 2 FEET NNE OF A
 DK2048'METAL WITNESS POST, 2 FEET SSW OF A METAL WITNESS POST.
 DK2048'IT IS A STANDARD DISK STAMPED AVON 1939 1967, PROJECTING
 DK2048'4 INCHES.
 DK2048'
 DK2048'REFERENCE MARK NO. 3 IS 547.43 FEET SOUTH-SOUTHWEST OF THE
 DK2048'STATION AT THE NW EDGE OF A WOODED LOT, 86 FEET WEST OF THE
 DK2048'WEST EDGE OF THE CLEARING FOR THE GAS LINE, 14 FEET WSW OF A
 DK2048'12-INCH PECAN TREE, 1 FOOT SOUTH OF A METAL WITNESS POST.
 DK2048'IT IS A REFERENCE MARK DISK, STAMPED AVON 1939 NO 3 1967,
 DK2048'PROJECTING 6 INCHES.
 DK2048'
 DK2048'REFERENCE MARK NO. 4 IS 266.19 FEET ESE OF THE STATION, AT
 DK2048'THE WEST EDGE OF A WOOD LOT, 367 FEET SSW OF THE CENTER OF THE
 DK2048'BLACK TOP ROAD, 175 FEET W OF THE WEST THE CLEARED AREA FOR THE
 DK2048'GAS LINE, 10 FEET SSE OF A BLACK LOCUST TREE, 1 FOOT NE OF A METAL
 DK2048'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED AVON 1939 NO
 DK2048'4 1967, PROJECTING 4 INCHES.
 DK2048'
 DK2048'TO REACH THE STATION FROM THE POST OFFICE IN GREENVILLE, GO
 DK2048'SOUTH EAST ON MAIN STREET FOR 1.1 MILES TO U.S. HIGHWAY 82,
 DK2048'TURN LEFT, EAST, AND GO 0.9 MILE TO THE JUNCTION WITH STATE
 DK2048'HIGHWAY 1, TURN RIGHT AND GO SOUTH FOR 9.0 MILES TO THE JUNCTION
 DK2048'WITH STATE HIGHWAY 438 IN THE VILLAGE OF WAYSIDE.  CONTINUE
 DK2048'SOUTH ON STATE HIGHWAY 1 FOR 1.4 MILES TO A CROSSROAD, TURN LEFT
 DK2048'AND GO EAST FOR 1.5 MILE TO THE MARK ON THE RIGHT IN A
 DK2048'CULTIVATED FIELD.
 DK2048'
 DK2048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NE OF
 DK2048'AVON
 DK2048
 DK2048                          STATION RECOVERY (1969)
 DK2048
 DK2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DK2048'STATION FOUND IN GOOD CONDITION, AS DESCRIBED.
 DK2048
 DK2048                          STATION RECOVERY (1974)
 DK2048
 DK2048'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (ST)
 DK2048'AVON 1939 1967 RECOVERED GOOD.
 DK2048'
 DK2048'AVON 1939 NO 3 1967 RECOVERED GOOD.
 DK2048'
 DK2048'AVON 1939 NO 4 1967 RECOVERED GOOD.
 DK2048
 DK2048                          STATION RECOVERY (1985)
 DK2048
 DK2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 DK2048'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 DK2048'STATION SURFACE MARK AND REFERENCE MARKS NO 3 AND NO 4 WERE DESTROYED.
 DK2048'THE STATION WAS IN A CULTIVATED FIELD AND A COMPLETE NEW STATION AVON
 DK2048'2 1985 WAS ESTABLISHED AT THIS DATE.  THE UNDERGROUND MARK WAS LEFT IN
 DK2048'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0287 ***********************************************************************
 EH0287  DESIGNATION -  AW 132
 EH0287  PID         -  EH0287
 EH0287  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0287  USGS QUAD   -  TUTWILER (1967)
 EH0287
 EH0287                         *CURRENT SURVEY CONTROL
 EH0287  ___________________________________________________________________
 EH0287* NAD 83(1986)-  34 00 20.     (N)    090 24 29.     (W)     SCALED    
 EH0287* NAVD 88     -        45.864  (meters)     150.47   (feet)  ADJUSTED  
 EH0287  ___________________________________________________________________
 EH0287  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EH0287  DYNAMIC HT  -          45.819 (meters)     150.32  (feet)  COMP
 EH0287  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EH0287
 EH0287  VERT ORDER  -  FIRST     CLASS II
 EH0287
 EH0287.The horizontal coordinates were scaled from a topographic map and have
 EH0287.an estimated accuracy of +/- 6 seconds.
 EH0287
 EH0287.The orthometric height was determined by differential leveling
 EH0287.and adjusted in June 1991.
 EH0287.WARNING-Repeat measurements at this control monument indicate possible
 EH0287.vertical movement.
 EH0287
 EH0287.The geoid height was determined by GEOID03.
 EH0287
 EH0287.The dynamic height is computed by dividing the NAVD 88
 EH0287.geopotential number by the normal gravity value computed on the
 EH0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0287.degrees latitude (g = 980.6199 gals.).
 EH0287
 EH0287.The modeled gravity was interpolated from observed gravity values.
 EH0287
 EH0287;                    North         East    Units  Estimated Accuracy
 EH0287;SPC MS W     -   499,570.      693,100.      MT  (+/- 180 meters Scaled)
 EH0287
 EH0287                          SUPERSEDED SURVEY CONTROL
 EH0287
 EH0287  NGVD 29 (??/??/??)   45.869  (m)          150.49   (f) ADJUSTED    1 2
 EH0287
 EH0287.Superseded values are not recommended for survey control.
 EH0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0287.See file dsdata.txt to determine how the superseded data were derived.
 EH0287
 EH0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT393658(NAD 83)
 EH0287_MARKER: DB = BENCH MARK DISK
 EH0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0287_SP_SET: CULVERT
 EH0287_STAMPING: AW 132 1939
 EH0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0287
 EH0287  HISTORY     - Date     Condition        Report By
 EH0287  HISTORY     - 1939     MONUMENTED       CGS
 EH0287  HISTORY     - 1968     GOOD             MSHD
 EH0287
 EH0287                          STATION DESCRIPTION
 EH0287
 EH0287'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0287'IN TUTWILER.
 EH0287'THE MARK IS LOCATED 1.4 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 EH0287'TUTWILER IN THE NORTHWEST END OF THE SOUTHWEST ELEVATED HEADWALL OF A
 EH0287'CONCRETE CULVERT, 3.3 MILES NORTHWEST OF SUMNER IN THE SOUTHWEST 1/4
 EH0287'OF SECTION 28, T 25N, R 2W.  IT IS 11.5 FEET SOUTHWEST OF THE CENTER
 EH0287'OF A GRAVELED ROAD, 56 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EH0287'ILLINOIS CENTRAL RAILROAD TRACK, 3 FEET SOUTHEAST OF THE NORTHWEST END
 EH0287'OF THE SOUTHWEST HEADWALL OF THE CULVERT, 3.5 FEET SOUTHEAST OF A
 EH0287'METAL WITNESS POST AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD. TO
 EH0287'REACH FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 3 AND U.S. HIGHWAY 49
 EH0287'AT THE EAST EDGE OF TUTWILER GO SOUTHWEST ON U.S. HIGHWAY 49 FOR 0.15
 EH0287'MILE TO A CROSSROADS.  TURN LEFT (SOUTHEAST) AND CONTINUE ON AN ALL
 EH0287'WEATHER ROAD FOR 1.2 MILES TO THE CULVERT AND THE MARK ON THE RIGHT AS
 EH0287'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1495 ***********************************************************************
 EG1495  DESIGNATION -  AYER
 EG1495  PID         -  EG1495
 EG1495  STATE/COUNTY-  MS/TISHOMINGO
 EG1495  USGS QUAD   -  YELLOW CREEK (1986)
 EG1495
 EG1495                         *CURRENT SURVEY CONTROL
 EG1495  ___________________________________________________________________
 EG1495* NAD 83(1993)-  34 53 29.10497(N)    088 13 05.51220(W)     ADJUSTED  
 EG1495* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 EG1495  ___________________________________________________________________
 EG1495  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 EG1495  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG1495  HORZ ORDER  -  FIRST
 EG1495
 EG1495.The horizontal coordinates were established by classical geodetic methods
 EG1495.and adjusted by the National Geodetic Survey in May 1994.
 EG1495
 EG1495.The orthometric height was scaled from a topographic map.
 EG1495
 EG1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1495
 EG1495.The geoid height was determined by GEOID03.
 EG1495
 EG1495;                    North         East     Units Scale Factor Converg.
 EG1495;SPC MS E     -   598,000.352   356,226.238   MT  0.99998895   +0 21 06.8
 EG1495;SPC MS E     - 1,961,939.49  1,168,718.92   sFT  0.99998895   +0 21 06.8
 EG1495;SPC AL W     -   542,632.661   534,354.321   MT  0.99998643   -0 24 39.0
 EG1495;SPC TN       -    64,219.194   397,238.259   MT  1.00008261   -1 17 55.0
 EG1495;SPC TN       -   210,692.47  1,303,272.52   sFT  1.00008261   -1 17 55.0
 EG1495;UTM  16      - 3,861,678.802   388,687.864   MT  0.99975271   -0 41 48.9
 EG1495
 EG1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1495!SPC MS E     -   0.99996944  x   0.99998895  =   0.99995839
 EG1495!SPC AL W     -   0.99996944  x   0.99998643  =   0.99995587
 EG1495!SPC TN       -   0.99996944  x   1.00008261  =   1.00005205
 EG1495!UTM  16      -   0.99996944  x   0.99975271  =   0.99972216
 EG1495
 EG1495:                Primary Azimuth Mark                     Grid Az
 EG1495:SPC MS E     -  AYER AZ MK                               095 08 43.2
 EG1495:SPC AL W     -  AYER AZ MK                               095 54 29.0
 EG1495:SPC TN       -  AYER AZ MK                               096 47 45.0
 EG1495:UTM  16      -  AYER AZ MK                               096 11 38.9
 EG1495
 EG1495|---------------------------------------------------------------------|
 EG1495| PID    Reference Object                     Distance      Geod. Az  |
 EG1495|                                                           dddmmss.s |
 EG1495| CG3161 AYER AZ MK                                         0952950.0 |
 EG1495| CG3162 AYER RM 1                                          27308     |
 EG1495| CG3163 AYER RM 2                                          34237     |
 EG1495|---------------------------------------------------------------------|
 EG1495
 EG1495                          SUPERSEDED SURVEY CONTROL
 EG1495
 EG1495  NAD 83(1993)-  34 53 29.10533(N)    088 13 05.51162(W) AD(       ) 1
 EG1495  NAD 83(1986)-  34 53 29.11376(N)    088 13 05.51006(W) AD(       ) 1
 EG1495  NAD 27      -  34 53 28.79700(N)    088 13 05.36200(W) AD(       ) 1
 EG1495
 EG1495.Superseded values are not recommended for survey control.
 EG1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1495.See file dsdata.txt to determine how the superseded data were derived.
 EG1495
 EG1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8868861679(NAD 83)
 EG1495_MARKER: DS = TRIANGULATION STATION DISK
 EG1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1495
 EG1495  HISTORY     - Date     Condition        Report By
 EG1495  HISTORY     - 1934     MONUMENTED       CGS
 EG1495  HISTORY     - 1962     GOOD             MSHD
 EG1495  HISTORY     - 19811001 GOOD             MSSU
 EG1495
 EG1495                          STATION DESCRIPTION
 EG1495
 EG1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 EG1495'ABOUT 5.75 MILES NNW OF IUKA, 5 MILES AIR LINE WSW OF IUKA LANDING ON
 EG1495'TENNESSEE RIVER,
 EG1495'1.25 MILES AIR LINE NNE OF CENTER SCHOOL, AND ON
 EG1495'HIGH WOODED KNOLL OWNED BY
 EG1495'AYER-LORD TILE COMPANY.
 EG1495'
 EG1495'STATION IN ON HIGHEST PART OF HILL, 40 FEET W OF E SLOPE, AND 17 FEET
 EG1495'N OF
 EG1495'TRIANGLE-BLAZED OAK TREE.
 EG1495'
 EG1495'SURFACE, UNDERGROUND, AND REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EG1495'BRONZE DISKS SET IN CONCRETE.
 EG1495'
 EG1495'REFERENCE MARK NO. 1, PROJECTING 5 INCHES ABOVE GROUND, IS ON W
 EG1495'SLOPE OF HILL,
 EG1495'55.5 FEET WSW OF TRIANGLE-BLAZED OAK TREE, 8 FEET E OF
 EG1495'8-INCH OAK TREE, AND 59.12 FEET
 EG1495'(SLOPE DISTANCE) FROM STATION
 EG1495'N 86 DEG 52 MIN W.
 EG1495'
 EG1495'REFERENCE MARK NO. 2, PROJECTING 4 INCHES ABOUT GROUND, IS ON N SLOPE
 EG1495'OF HILL, 7 FEET E OF
 EG1495'12-INCH OAK TREE, AND 58.43 FEET (SLOPE DISTANCE) FROM
 EG1495'STATION N 17 DEG 23 MIN W.
 EG1495'
 EG1495'AZIMUTH MARK, PROJECTING 12 INCHES ABOVE GROUND, IS ON LAND OWNED BY
 EG1495'MRS.  ELLEN
 EG1495'WALKER, ABOUT 50 FEET W OF HOUSE ON N SIDE OF ROAD, AND
 EG1495'APPROXIMATELY 1.0 MILE FROM
 EG1495'STATION S 84 DEG 30 MIN E.
 EG1495'
 EG1495'TO REACH FROM CROSS ROAD ABOUT 50 YARDS NW OF WATER TANK IN IUKA, GO
 EG1495'NW 5.7 MILES ON
 EG1495'HIGHWAY 25 TO GRADED ROAD LEADING RIGHT, TURN RIGHT
 EG1495'ONTO ROAD, GO 0.2 MILE TO DIM ROAD
 EG1495'TO LEFT, TURN LEFT ONTO WOODS
 EG1495'ROAD, GO 0.4 MILE TO FORKS, TURN LEFT, GO 0.4 MILE TO
 EG1495'SECOND FORKS,
 EG1495'TURN LEFT, GO 0.2 MILE, TURN RIGHT, GO UPHILL, AND THEN ALONG TOP OF
 EG1495'RIDGE 0.25 MILE TO STATION.
 EG1495
 EG1495                          STATION RECOVERY (1962)
 EG1495
 EG1495'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1495'RECOVERED IN GOOD CONDITION.
 EG1495
 EG1495                          STATION RECOVERY (1981)
 EG1495
 EG1495'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2030 ***********************************************************************
 DK2030  DESIGNATION -  AZIMUTH MARK 1
 DK2030  PID         -  DK2030
 DK2030  STATE/COUNTY-  MS/WASHINGTON
 DK2030  USGS QUAD   -  GREENVILLE (1970)
 DK2030
 DK2030                         *CURRENT SURVEY CONTROL
 DK2030  ___________________________________________________________________
 DK2030* NAD 83(1993)-  33 26 38.16963(N)    091 02 37.48515(W)     ADJUSTED  
 DK2030* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 DK2030  ___________________________________________________________________
 DK2030  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DK2030  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK2030  HORZ ORDER  -  SECOND
 DK2030
 DK2030.The horizontal coordinates were established by classical geodetic methods
 DK2030.and adjusted by the National Geodetic Survey in May 1994.
 DK2030
 DK2030.The orthometric height was scaled from a topographic map.
 DK2030
 DK2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2030
 DK2030.The geoid height was determined by GEOID03.
 DK2030
 DK2030;                    North         East     Units Scale Factor Converg.
 DK2030;SPC MS W     -   437,498.832   633,946.770   MT  1.00000377   -0 23 29.5
 DK2030;SPC MS W     - 1,435,360.75  2,079,873.69   sFT  1.00000377   -0 23 29.5
 DK2030;UTM  15      - 3,702,214.713   681,838.425   MT  1.00000767   +1 04 42.3
 DK2030
 DK2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2030!SPC MS W     -   0.99999806  x   1.00000377  =   1.00000183
 DK2030!UTM  15      -   0.99999806  x   1.00000767  =   1.00000573
 DK2030
 DK2030                          SUPERSEDED SURVEY CONTROL
 DK2030
 DK2030  NAD 83(1986)-  33 26 38.17971(N)    091 02 37.48016(W) AD(       ) 2
 DK2030  NAD 27      -  33 26 37.76500(N)    091 02 37.10100(W) AD(       ) 2
 DK2030
 DK2030.Superseded values are not recommended for survey control.
 DK2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2030.See file dsdata.txt to determine how the superseded data were derived.
 DK2030
 DK2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8183802215(NAD 83)
 DK2030_MARKER: B = BOLT
 DK2030_SETTING: 0 = UNSPECIFIED SETTING
 DK2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2030
 DK2030  HISTORY     - Date     Condition        Report By
 DK2030  HISTORY     - 1939     MONUMENTED       CGS
 DK2030  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK2030
 DK2030                          STATION DESCRIPTION
 DK2030
 DK2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK2030'AT THE REQUEST OF B.B. CARMICHAEL OF GREENVILLE, MISS. THE AZIMUTH
 DK2030'OF THE FOLLOWING MARK WAS DETERMINED.  THE MARK WAS ESTABLISHED
 DK2030'BY HIM AND ARE INTERVISIBLE FROM THE GROUND.  (1) THE SOUTHWEST
 DK2030'CORNER POST OF PROPERTY BELONGING TO MR. CARMICHAEL, APPROXIMATELY
 DK2030'0.4 MILE WEST-NORTHWEST OF THE STATION, MARKED BY A COPPER BOLT
 DK2030'IN CONCRETE MONUMENT SET 0.8 FEET BELOW GROUND LEVEL AT THE
 DK2030'BOTTOM OF A SIX INCH SQUARE TERRA COTTA PIPE, 32 FEET EAST OF
 DK2030'A WIRE FENCE, AND AT THE SOUTHWEST CORNER OF A FIELD.
 DK2030
 DK2030                          STATION RECOVERY (1967)
 DK2030
 DK2030'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (PLS)
 DK2030'THE STATION SITE WAS VISITED AND THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2027 ***********************************************************************
 DK2027  DESIGNATION -  AZIMUTH MARK 2
 DK2027  PID         -  DK2027
 DK2027  STATE/COUNTY-  MS/WASHINGTON
 DK2027  USGS QUAD   -  GREENVILLE (1970)
 DK2027
 DK2027                         *CURRENT SURVEY CONTROL
 DK2027  ___________________________________________________________________
 DK2027* NAD 83(1993)-  33 26 48.06579(N)    091 02 37.48399(W)     ADJUSTED  
 DK2027* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 DK2027  ___________________________________________________________________
 DK2027  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DK2027  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK2027  HORZ ORDER  -  SECOND
 DK2027
 DK2027.The horizontal coordinates were established by classical geodetic methods
 DK2027.and adjusted by the National Geodetic Survey in May 1994.
 DK2027
 DK2027.The orthometric height was scaled from a topographic map.
 DK2027
 DK2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2027
 DK2027.The geoid height was determined by GEOID03.
 DK2027
 DK2027;                    North         East     Units Scale Factor Converg.
 DK2027;SPC MS W     -   437,803.716   633,948.883   MT  1.00000377   -0 23 29.6
 DK2027;SPC MS W     - 1,436,361.02  2,079,880.63   sFT  1.00000377   -0 23 29.6
 DK2027;UTM  15      - 3,702,519.553   681,832.716   MT  1.00000764   +1 04 42.6
 DK2027
 DK2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2027!SPC MS W     -   0.99999822  x   1.00000377  =   1.00000199
 DK2027!UTM  15      -   0.99999822  x   1.00000764  =   1.00000586
 DK2027
 DK2027                          SUPERSEDED SURVEY CONTROL
 DK2027
 DK2027  NAD 83(1986)-  33 26 48.07582(N)    091 02 37.47902(W) AD(       ) 2
 DK2027  NAD 27      -  33 26 47.66200(N)    091 02 37.09900(W) AD(       ) 2
 DK2027
 DK2027.Superseded values are not recommended for survey control.
 DK2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2027.See file dsdata.txt to determine how the superseded data were derived.
 DK2027
 DK2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8183302520(NAD 83)
 DK2027_MARKER: B = BOLT
 DK2027_SETTING: 0 = UNSPECIFIED SETTING
 DK2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2027
 DK2027  HISTORY     - Date     Condition        Report By
 DK2027  HISTORY     - 1939     MONUMENTED       CGS
 DK2027  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK2027
 DK2027                          STATION DESCRIPTION
 DK2027
 DK2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK2027'AT THE REQUEST OF B.B. CARMICHAEL OF GREENVILLE, MISS. THE AZIMUTH
 DK2027'OF THE FOLLOWING MARK WAS DETERMINED.  THE MARK WAS ESTABLISHED
 DK2027'BY HIM AND IS INTERVISIBLE FROM THE GROUND.
 DK2027'(2) THE NORTHWEST CORNER POST OF SAID PROPERTY, WHICH IS
 DK2027'MARKED BY A CONCRETE POST FIVE INCHES IN DIAMETER, SET AT THE
 DK2027'NORTHEAST FENCE CORNER, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 DK2027'THE ROAD.  THE POINT IS MARKED BY A CROSS IN THE TOP OF THE POST.
 DK2027
 DK2027                          STATION RECOVERY (1967)
 DK2027
 DK2027'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (PLS)
 DK2027'THE STATION SITE WAS VISITED AND THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0513 ***********************************************************************
 EH0513  DESIGNATION -  B
 EH0513  PID         -  EH0513
 EH0513  STATE/COUNTY-  MS/COAHOMA
 EH0513  USGS QUAD   -  FRIARS POINT (1964)
 EH0513
 EH0513                         *CURRENT SURVEY CONTROL
 EH0513  ___________________________________________________________________
 EH0513* NAD 83(1986)-  34 21 53.     (N)    090 38 08.     (W)     SCALED    
 EH0513* NAVD 88     -        53.936  (meters)     176.96   (feet)  ADJUSTED  
 EH0513  ___________________________________________________________________
 EH0513  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0513  DYNAMIC HT  -          53.883 (meters)     176.78  (feet)  COMP
 EH0513  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH0513
 EH0513  VERT ORDER  -  FIRST     CLASS II
 EH0513
 EH0513.The horizontal coordinates were scaled from a topographic map and have
 EH0513.an estimated accuracy of +/- 6 seconds.
 EH0513
 EH0513.The orthometric height was determined by differential leveling
 EH0513.and adjusted in June 1991.
 EH0513.WARNING-Repeat measurements at this control monument indicate possible
 EH0513.vertical movement.
 EH0513
 EH0513.The geoid height was determined by GEOID03.
 EH0513
 EH0513.The dynamic height is computed by dividing the NAVD 88
 EH0513.geopotential number by the normal gravity value computed on the
 EH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0513.degrees latitude (g = 980.6199 gals.).
 EH0513
 EH0513.The modeled gravity was interpolated from observed gravity values.
 EH0513
 EH0513;                    North         East    Units  Estimated Accuracy
 EH0513;SPC MS W     -   539,440.      672,200.      MT  (+/- 180 meters Scaled)
 EH0513
 EH0513                          SUPERSEDED SURVEY CONTROL
 EH0513
 EH0513  NGVD 29 (??/??/??)   53.987  (m)          177.12   (f) ADJUSTED    1 2
 EH0513
 EH0513.Superseded values are not recommended for survey control.
 EH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0513.See file dsdata.txt to determine how the superseded data were derived.
 EH0513
 EH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU174051(NAD 83)
 EH0513_MARKER: DB = BENCH MARK DISK
 EH0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0513_SP_SET: CONCRETE POST
 EH0513_STAMPING: B 1933
 EH0513_MARK LOGO: CGS   
 EH0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0513+STABILITY: SURFACE MOTION
 EH0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0513+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0513
 EH0513  HISTORY     - Date     Condition        Report By
 EH0513  HISTORY     - 1933     MONUMENTED       CGS
 EH0513  HISTORY     - 1974     GOOD             NGS
 EH0513  HISTORY     - 1983     GOOD             USPSQD
 EH0513  HISTORY     - 19920123 GOOD             NGS
 EH0513  HISTORY     - 20030611 GOOD             USACE
 EH0513
 EH0513                          STATION DESCRIPTION
 EH0513
 EH0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0513'0.70 MI SE FROM FRIARS POINT.
 EH0513'ABOUT 0.10 MILE SOUTHEAST ALONG COMMERCE STREET FROM THE NORTH DELTA
 EH0513'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 0.35 MILE SOUTH ALONG
 EH0513'RIDGE ROAD, THENCE 0.25 MILE EAST ALONG A PAVED ROAD (ROZELL LANE), AT
 EH0513'THE SOUTHEAST CORNER OF THE SCHOOL GUARDS, 32.4 FEET WEST OF THE
 EH0513'CENTER LINE OF A PAVED STREET NORTH, 30.9 FEET NORTH OF THE CENTER
 EH0513'LINE OF THE EAST-WEST PAVED STREET, 3 FEET SOUTHEAST OF A 24-INCH
 EH0513'PECAN TREE, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE LEVEL
 EH0513'OF THE STREET AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 EH0513'1/4,SEC 20, T 29N, R 4W.
 EH0513
 EH0513                          STATION RECOVERY (1983)
 EH0513
 EH0513'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0513'RECOVERED IN GOOD CONDITION.
 EH0513
 EH0513                          STATION RECOVERY (1992)
 EH0513
 EH0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0513'IN FRIARS POINT, AT THE INTERSECTION OF YATES AVENUE AND ROZELL LANE,
 EH0513'9.7 M (31.8 FT) NORTH OF THE LANE CENTERLINE, 9.6 M (31.5 FT) WEST OF
 EH0513'THE AVENUE CENTERLINE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3 M
 EH0513'(1.0 FT) ABOVE THE LEVEL OF THE AVENUE, 0.2 M (0.7 FT) SOUTHWEST OF A
 EH0513'CHAIN-LINK FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 EH0513'ABOVE THE GROUND SURFACE.
 EH0513
 EH0513                          STATION RECOVERY (2003)
 EH0513
 EH0513'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0592 ***********************************************************************
 DJ0592  DESIGNATION -  B 1
 DJ0592  PID         -  DJ0592
 DJ0592  STATE/COUNTY-  MS/LOWNDES
 DJ0592  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0592
 DJ0592                         *CURRENT SURVEY CONTROL
 DJ0592  ___________________________________________________________________
 DJ0592* NAD 83(1986)-  33 29 45.     (N)    088 24 27.     (W)     SCALED    
 DJ0592* NAVD 88     -        53.177  (meters)     174.46   (feet)  ADJUSTED  
 DJ0592  ___________________________________________________________________
 DJ0592  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0592  DYNAMIC HT  -          53.121 (meters)     174.28  (feet)  COMP
 DJ0592  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DJ0592
 DJ0592  VERT ORDER  -  SECOND    CLASS 0
 DJ0592
 DJ0592.The horizontal coordinates were scaled from a topographic map and have
 DJ0592.an estimated accuracy of +/- 6 seconds.
 DJ0592
 DJ0592.The orthometric height was determined by differential leveling
 DJ0592.and adjusted in June 1991.
 DJ0592
 DJ0592.The geoid height was determined by GEOID03.
 DJ0592
 DJ0592.The dynamic height is computed by dividing the NAVD 88
 DJ0592.geopotential number by the normal gravity value computed on the
 DJ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0592.degrees latitude (g = 980.6199 gals.).
 DJ0592
 DJ0592.The modeled gravity was interpolated from observed gravity values.
 DJ0592
 DJ0592;                    North         East    Units  Estimated Accuracy
 DJ0592;SPC MS E     -   443,110.      339,570.      MT  (+/- 180 meters Scaled)
 DJ0592
 DJ0592                          SUPERSEDED SURVEY CONTROL
 DJ0592
 DJ0592  NGVD 29 (??/??/92)   53.159  (m)          174.41   (f) ADJ UNCH    2 0
 DJ0592
 DJ0592.Superseded values are not recommended for survey control.
 DJ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0592.See file dsdata.txt to determine how the superseded data were derived.
 DJ0592
 DJ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC692071(NAD 83)
 DJ0592_MARKER: DD = SURVEY DISK
 DJ0592_SETTING: 0 = UNSPECIFIED SETTING
 DJ0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0592
 DJ0592  HISTORY     - Date     Condition        Report By
 DJ0592  HISTORY     - UNK      MONUMENTED       DOD
 DJ0592  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0592
 DJ0592                          STATION DESCRIPTION
 DJ0592
 DJ0592'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0592'IN COLUMBUS.
 DJ0592'AT COLUMBUS, ABOUT 290 FEET SOUTH OF THE SOUTH END OF THE FRISCO
 DJ0592'RAILROAD STATION, AT THE INTERSECTION OF THE RAILROAD AND SECOND
 DJ0592'STREET, 18 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 16 FEET SOUTH
 DJ0592'OF THE CENTER LINE OF THE STREET, 1.5 FEET SOUTH OF THE STREET CURB
 DJ0592'AND ABOUT 1 FOOT HIGHER THAN STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0346 ***********************************************************************
 BW0346  DESIGNATION -  B 10
 BW0346  PID         -  BW0346
 BW0346  STATE/COUNTY-  MS/PIKE
 BW0346  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0346
 BW0346                         *CURRENT SURVEY CONTROL
 BW0346  ___________________________________________________________________
 BW0346* NAD 83(1986)-  31 11 39.     (N)    090 22 41.     (W)     SCALED    
 BW0346* NAVD 88     -       128.78   (+/-2cm)     422.5    (feet)  VERTCON   
 BW0346  ___________________________________________________________________
 BW0346  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0346
 BW0346.The horizontal coordinates were scaled from a topographic map and have
 BW0346.an estimated accuracy of +/- 6 seconds.
 BW0346
 BW0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0346.The vertical order pertains to the NGVD 29 superseded value.
 BW0346
 BW0346.The geoid height was determined by GEOID03.
 BW0346
 BW0346;                    North         East    Units  Estimated Accuracy
 BW0346;SPC MS W     -   187,800.      695,740.      MT  (+/- 180 meters Scaled)
 BW0346
 BW0346                          SUPERSEDED SURVEY CONTROL
 BW0346
 BW0346  NGVD 29 (??/??/??)  128.789  (m)          422.54   (f) ADJUSTED    1 2
 BW0346
 BW0346.Superseded values are not recommended for survey control.
 BW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0346.See file dsdata.txt to determine how the superseded data were derived.
 BW0346
 BW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ498540(NAD 83)
 BW0346_MARKER: DB = BENCH MARK DISK
 BW0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0346_STAMPING: 422.581 B 10 1934
 BW0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0346+STABILITY: SURFACE MOTION
 BW0346
 BW0346  HISTORY     - Date     Condition        Report By
 BW0346  HISTORY     - 1934     MONUMENTED       CGS
 BW0346  HISTORY     - 1968     GOOD             MSHD
 BW0346
 BW0346                          STATION DESCRIPTION
 BW0346
 BW0346'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0346'5.7 MI SE FROM MCCOMB.
 BW0346'THE MARK IS LOCATED 5.7 MILES SE OF THE APPROXIMATE CENTER OF MCCOMB
 BW0346'IN THE NORTH ANGLE OF THE CROSSING OF THE FERNWOOD, COLUMBIA AND GULF
 BW0346'RAILROAD TRACK WITH A BLACKTOP ROAD IN THE SW 1/4 OF SECTION 26, T 3N,
 BW0346'R 8E.  IT IS 61 FEET NE OF THE CENTER OF THE CROSSING, 46 FEET NE OF
 BW0346'THE CENTER OF A BLACKTOP ROAD, 9 FEET NORTH OF THE NORTH RAIL, 40 FEET
 BW0346'SE OF THE PROJECTED CENTER OF A GRAVELED ROAD, 40.5 FEET NW OF
 BW0346'RAILROAD STOP SIGN, 85.5 FEET N-NW OF TELEPHONE LINE POLE NO. 182, 1
 BW0346'FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE
 BW0346'CONCRETE POST ABOUT LEVEL WITH THE TRACK AND PROJECTS 9 INCHES. NOTE--
 BW0346'TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO SE ON DELAWARE AVENUE
 BW0346'FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY
 BW0346'INTERSECTION).  TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51
 BW0346'(BROADWAY) FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN
 BW0346'LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 4.45 MILES TO A
 BW0346'CROSSROADS.  TURN RIGHT (SOUTH) AND CONTINUE ON AN ALL WEATHER ROAD
 BW0346'FOR 0.9 MILE TO ANOTHER CROSSROADS.  TURN LEFT (EAST) AND CONTINUE ON
 BW0346'A BLACKTOP ROAD FOR 0.65 MILE TO A RAILROAD CROSSING AND A SIDE ROAD
 BW0346'RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0729 ***********************************************************************
 CO0729  DESIGNATION -  B 100
 CO0729  PID         -  CO0729
 CO0729  STATE/COUNTY-  MS/NESHOBA
 CO0729  USGS QUAD   -  MC DONALD (1982)
 CO0729
 CO0729                         *CURRENT SURVEY CONTROL
 CO0729  ___________________________________________________________________
 CO0729* NAD 83(1986)-  32 43 28.     (N)    089 08 15.     (W)     SCALED    
 CO0729* NAVD 88     -       127.490  (meters)     418.27   (feet)  ADJUSTED  
 CO0729  ___________________________________________________________________
 CO0729  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CO0729  DYNAMIC HT  -         127.344 (meters)     417.79  (feet)  COMP
 CO0729  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 CO0729
 CO0729  VERT ORDER  -  SECOND    CLASS 0
 CO0729
 CO0729.The horizontal coordinates were scaled from a topographic map and have
 CO0729.an estimated accuracy of +/- 6 seconds.
 CO0729
 CO0729.The orthometric height was determined by differential leveling
 CO0729.and adjusted in June 1991.
 CO0729
 CO0729.The geoid height was determined by GEOID03.
 CO0729
 CO0729.The dynamic height is computed by dividing the NAVD 88
 CO0729.geopotential number by the normal gravity value computed on the
 CO0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0729.degrees latitude (g = 980.6199 gals.).
 CO0729
 CO0729.The modeled gravity was interpolated from observed gravity values.
 CO0729
 CO0729;                    North         East    Units  Estimated Accuracy
 CO0729;SPC MS E     -   357,520.      271,490.      MT  (+/- 180 meters Scaled)
 CO0729
 CO0729                          SUPERSEDED SURVEY CONTROL
 CO0729
 CO0729  NGVD 29 (??/??/92)  127.498  (m)          418.30   (f) ADJ UNCH    2 0
 CO0729
 CO0729.Superseded values are not recommended for survey control.
 CO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0729.See file dsdata.txt to determine how the superseded data were derived.
 CO0729
 CO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB996227(NAD 83)
 CO0729_MARKER: DB = BENCH MARK DISK
 CO0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0729_STAMPING: B 100 1935
 CO0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0729+STABILITY: SURFACE MOTION
 CO0729
 CO0729  HISTORY     - Date     Condition        Report By
 CO0729  HISTORY     - 1935     MONUMENTED       CGS
 CO0729  HISTORY     - 1964     GOOD             MSHD
 CO0729
 CO0729                          STATION DESCRIPTION
 CO0729
 CO0729'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0729'5.7 MI S FROM PHILADELPHIA.
 CO0729'TO REACH THE MARK FROM THE MUNICIPAL WATER TANK IN PHILADELPHIA, GO
 CO0729'SOUTH ON STATE HIGHWAY 15 FOR 4.45 MILES TO A CROSSROAD, TURN LEFT,
 CO0729'EAST, ON GRAVEL ROAD AND GO 0.45 MILE TO A FORK TURN RIGHT, SOUTH,
 CO0729'EAST, AND GO 0.7 MILE TO A FORK, TURN LEFT AND GO 0.1 MILE TO THE
 CO0729'RAILROAD AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 CO0729'OF A 12-INCH ROUND CONCRETE POST.  IT IS 45 FEET SOUTH OF THE SECOND
 CO0729'POLE SOUTH OF MILEPOST 192, 35 FEET EAST OF THE EAST RAIL, 15 FEET
 CO0729'NORTH OF THE CENTER OF THE ROAD, 2 FEET BELOW THE LEVEL OF THE TRACK,
 CO0729'AND PROJECTS 6 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF
 CO0729'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1270 ***********************************************************************
 DJ1270  DESIGNATION -  B 102
 DJ1270  PID         -  DJ1270
 DJ1270  STATE/COUNTY-  MS/WINSTON
 DJ1270  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1270
 DJ1270                         *CURRENT SURVEY CONTROL
 DJ1270  ___________________________________________________________________
 DJ1270* NAD 83(1986)-  33 07 11.     (N)    089 03 32.     (W)     SCALED    
 DJ1270* NAVD 88     -       164.899  (meters)     541.01   (feet)  ADJUSTED  
 DJ1270  ___________________________________________________________________
 DJ1270  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DJ1270  DYNAMIC HT  -         164.713 (meters)     540.40  (feet)  COMP
 DJ1270  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 DJ1270
 DJ1270  VERT ORDER  -  SECOND    CLASS 0
 DJ1270
 DJ1270.The horizontal coordinates were scaled from a topographic map and have
 DJ1270.an estimated accuracy of +/- 6 seconds.
 DJ1270
 DJ1270.The orthometric height was determined by differential leveling
 DJ1270.and adjusted in June 1991.
 DJ1270
 DJ1270.The geoid height was determined by GEOID03.
 DJ1270
 DJ1270.The dynamic height is computed by dividing the NAVD 88
 DJ1270.geopotential number by the normal gravity value computed on the
 DJ1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1270.degrees latitude (g = 980.6199 gals.).
 DJ1270
 DJ1270.The modeled gravity was interpolated from observed gravity values.
 DJ1270
 DJ1270;                    North         East    Units  Estimated Accuracy
 DJ1270;SPC MS E     -   401,340.      278,950.      MT  (+/- 180 meters Scaled)
 DJ1270
 DJ1270                          SUPERSEDED SURVEY CONTROL
 DJ1270
 DJ1270  NGVD 29 (??/??/92)  164.875  (m)          540.93   (f) ADJ UNCH    2 0
 DJ1270
 DJ1270.Superseded values are not recommended for survey control.
 DJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1270.See file dsdata.txt to determine how the superseded data were derived.
 DJ1270
 DJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB079664(NAD 83)
 DJ1270_MARKER: DB = BENCH MARK DISK
 DJ1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1270_STAMPING: B 102 1936
 DJ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1270+STABILITY: SURFACE MOTION
 DJ1270
 DJ1270  HISTORY     - Date     Condition        Report By
 DJ1270  HISTORY     - 1936     MONUMENTED       CGS
 DJ1270  HISTORY     - 1963     POOR             MSHD
 DJ1270  HISTORY     - 1972     GOOD             USGS
 DJ1270
 DJ1270                          STATION DESCRIPTION
 DJ1270
 DJ1270'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1270'IN LOUISVILLE.
 DJ1270'THE MARK IS LOCATED AT LOUISVILLE, ON THE GULF, MOBILE, AND OHIO
 DJ1270'RAILROAD.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND
 DJ1270'CONCRETE POST.  IT IS 65 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DJ1270'STATION, 25 FEET EAST OF THE EAST RAIL, ABOUT LEVEL WITH THE RAILROAD,
 DJ1270'AND PROJECTS 5 INCHES.  NOTE-- THE MARK IS NOW LOCATED IN A PARKING
 DJ1270'LOT AND HAS BEEN TILTED SLIGHTLY AND SHOULD BE USED WITH CAUTION.
 DJ1270
 DJ1270                          STATION RECOVERY (1972)
 DJ1270
 DJ1270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DJ1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0816 ***********************************************************************
 CO0816  DESIGNATION -  B 103
 CO0816  PID         -  CO0816
 CO0816  STATE/COUNTY-  MS/JASPER
 CO0816  USGS QUAD   -  LOUIN (1982)
 CO0816
 CO0816                         *CURRENT SURVEY CONTROL
 CO0816  ___________________________________________________________________
 CO0816* NAD 83(1986)-  32 06 18.     (N)    089 15 01.     (W)     SCALED    
 CO0816* NAVD 88     -       132.04   (+/-2cm)     433.2    (feet)  VERTCON   
 CO0816  ___________________________________________________________________
 CO0816  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CO0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0816
 CO0816.The horizontal coordinates were scaled from a topographic map and have
 CO0816.an estimated accuracy of +/- 6 seconds.
 CO0816
 CO0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0816.The vertical order pertains to the NGVD 29 superseded value.
 CO0816
 CO0816.The geoid height was determined by GEOID03.
 CO0816
 CO0816;                    North         East    Units  Estimated Accuracy
 CO0816;SPC MS E     -   288,870.      260,650.      MT  (+/- 180 meters Scaled)
 CO0816
 CO0816                          SUPERSEDED SURVEY CONTROL
 CO0816
 CO0816  NGVD 29 (??/??/92)  132.033  (m)          433.18   (f) ADJ UNCH    2 0
 CO0816
 CO0816.Superseded values are not recommended for survey control.
 CO0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0816.See file dsdata.txt to determine how the superseded data were derived.
 CO0816
 CO0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA876542(NAD 83)
 CO0816_MARKER: DB = BENCH MARK DISK
 CO0816_SETTING: 0 = UNSPECIFIED SETTING
 CO0816_STAMPING: B 103 1935
 CO0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0816
 CO0816  HISTORY     - Date     Condition        Report By
 CO0816  HISTORY     - 1935     MONUMENTED       CGS
 CO0816  HISTORY     - 1966     GOOD             MSHD
 CO0816
 CO0816                          STATION DESCRIPTION
 CO0816
 CO0816'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0816'1.9 MI S FROM MONTROSE.
 CO0816'TO REACH FROM THE U.S. POST OFFICE IN MONTROSE GO NORTH ON HIGHWAY 15
 CO0816'FOR 0.05 MILES TO A CROSSROADS, TURN LEFT AND GO 2.1 MILES TO A FORK,
 CO0816'TAKE THE RIGHT FORK THROUGH A GATE FOR APPROXIMATELY 100 FEET TO
 CO0816'ANOTHER FORK, TAKE THE LEFT FORK AND FOLLOW A FARM ROAD FOR
 CO0816'APPROXIMATELY 0.1 MILES TO THE RAILROAD TRACK AND THE MARK AS
 CO0816'DESCRIBED.  IT IS 100 FEET NORTHWEST OF THE SEVENTH POLE SOUTH OF
 CO0816'MILEPOST 145, 42 FEET WEST OF THE WEST RAIL, 25 FEET NORTH OF THE
 CO0816'CENTER OF ROAD AND 11.5 FEET SOUTHEAST OF A 20 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0470 ***********************************************************************
 BV0470  DESIGNATION -  B 104
 BV0470  PID         -  BV0470
 BV0470  STATE/COUNTY-  MS/JONES
 BV0470  USGS QUAD   -  LANHAM (1982)
 BV0470
 BV0470                         *CURRENT SURVEY CONTROL
 BV0470  ___________________________________________________________________
 BV0470* NAD 83(1986)-  31 31 57.     (N)    089 04 31.     (W)     SCALED    
 BV0470* NAVD 88     -        57.94   (+/-2cm)     190.1    (feet)  VERTCON   
 BV0470  ___________________________________________________________________
 BV0470  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BV0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0470
 BV0470.The horizontal coordinates were scaled from a topographic map and have
 BV0470.an estimated accuracy of +/- 6 seconds.
 BV0470
 BV0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0470.The vertical order pertains to the NGVD 29 superseded value.
 BV0470
 BV0470.The geoid height was determined by GEOID03.
 BV0470
 BV0470;                    North         East    Units  Estimated Accuracy
 BV0470;SPC MS E     -   225,340.      277,020.      MT  (+/- 180 meters Scaled)
 BV0470
 BV0470                          SUPERSEDED SURVEY CONTROL
 BV0470
 BV0470  NGVD 29 (??/??/92)   57.937  (m)          190.08   (f) ADJ UNCH    2 0
 BV0470
 BV0470.Superseded values are not recommended for survey control.
 BV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0470.See file dsdata.txt to determine how the superseded data were derived.
 BV0470
 BV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV029904(NAD 83)
 BV0470_MARKER: DB = BENCH MARK DISK
 BV0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0470_STAMPING: B 104 1935
 BV0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0470+STABILITY: SURFACE MOTION
 BV0470
 BV0470  HISTORY     - Date     Condition        Report By
 BV0470  HISTORY     - 1935     MONUMENTED       CGS
 BV0470  HISTORY     - 1964     GOOD             MSHD
 BV0470
 BV0470                          STATION DESCRIPTION
 BV0470
 BV0470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0470'5.1 MI NW FROM OVETT.
 BV0470'TO REACH THE MARK FROM THE CROSSING OF A BLACKTOP ROAD AND THE
 BV0470'RAILROAD IN OVETT GO WEST ON BLACKTOP ROAD FOR 1.2 MILES TO A GRAVEL
 BV0470'ROAD ON THE RIGHT, TURN RIGHT NORTHWEST AND GO 4.3 MILES ON THE GRAVEL
 BV0470'ROAD TO THE MARK ON THE RIGHT AT A DIM CROSSROAD OF THE RAILROAD, THE
 BV0470'MARK IS IN THE SOUTHWEST ANGLE.  THE MARK IS A DISK SET IN THE TOP OF
 BV0470'A 12 INCH ROUND, CONCRETE POST.  IT IS 2 FEET ABOVE THE LEVEL OF THE
 BV0470'TRACK AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET 1 FOOT WEST
 BV0470'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0846 ***********************************************************************
 CO0846  DESIGNATION -  B 105
 CO0846  PID         -  CO0846
 CO0846  STATE/COUNTY-  MS/SCOTT
 CO0846  USGS QUAD   -  HOMEWOOD (1968)
 CO0846
 CO0846                         *CURRENT SURVEY CONTROL
 CO0846  ___________________________________________________________________
 CO0846* NAD 83(1986)-  32 14 59.     (N)    089 30 07.     (W)     SCALED    
 CO0846* NAVD 88     -       128.99   (+/-2cm)     423.2    (feet)  VERTCON   
 CO0846  ___________________________________________________________________
 CO0846  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CO0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0846
 CO0846.The horizontal coordinates were scaled from a topographic map and have
 CO0846.an estimated accuracy of +/- 6 seconds.
 CO0846
 CO0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0846.The vertical order pertains to the NGVD 29 superseded value.
 CO0846
 CO0846.The geoid height was determined by GEOID03.
 CO0846
 CO0846;                    North         East    Units  Estimated Accuracy
 CO0846;SPC MS E     -   305,040.      237,000.      MT  (+/- 180 meters Scaled)
 CO0846
 CO0846                          SUPERSEDED SURVEY CONTROL
 CO0846
 CO0846  NGVD 29 (??/??/92)  128.986  (m)          423.18   (f) ADJ UNCH    2 0
 CO0846
 CO0846.Superseded values are not recommended for survey control.
 CO0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0846.See file dsdata.txt to determine how the superseded data were derived.
 CO0846
 CO0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA642708(NAD 83)
 CO0846_MARKER: DB = BENCH MARK DISK
 CO0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0846_STAMPING: B 105 1935
 CO0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0846+STABILITY: SURFACE MOTION
 CO0846
 CO0846  HISTORY     - Date     Condition        Report By
 CO0846  HISTORY     - 1935     MONUMENTED       CGS
 CO0846  HISTORY     - 1957     GOOD             NGS
 CO0846  HISTORY     - 1964     GOOD             NGS
 CO0846  HISTORY     - 1977     GOOD             MSHD
 CO0846  HISTORY     - 20020510 GOOD             CRAFT
 CO0846
 CO0846                          STATION DESCRIPTION
 CO0846
 CO0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CO0846'7.85 MI S FROM FOREST.
 CO0846'LOCATED 7.85 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 CO0846'OF U.S. HIGHWAY 80 AND STATE HIGHWAY 35 AT FOREST AND AT THE JUNCTION
 CO0846'WITH A DIRT ROAD LEADING SOUTHEAST.  IT IS 31.5 FEET WEST OF THE
 CO0846'CENTERLINE OF STATE HIGHWAY 35, 48 FEET NORTHEAST OF THE CENTER OF THE
 CO0846'OLD HIGHWAY, 37.5 FEET NORTH OF THE WEST END OF A 24-INCH CONCRETE
 CO0846'CULVERT, 43 PACES NORTH OF THE JUNCTION WITH THE DIRT ROAD LEADING
 CO0846'SOUTHEAST AND 18.5 FEET EAST OF A FENCE LINE.  IT IS A STANDARD DISK
 CO0846'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND REINFORCED
 CO0846'WITH A MASS OF CONCRETE.  IT IS ABOUT LEVEL WITH THE HIGHWAY. NOTE-- A
 CO0846'METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 CO0846
 CO0846                          STATION RECOVERY (1964)
 CO0846
 CO0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0846'RECOVERED IN GOOD CONDITION.
 CO0846
 CO0846                          STATION RECOVERY (1977)
 CO0846
 CO0846'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0846'THE MARK IS LOCATED 8.2 MILES SOUTH OF FOREST ON THE WEST RIGHT OF
 CO0846'WAY OF STATE HIGHWAY 35 NEAR THE JUNCTION OF A ROAD LEADING
 CO0846'SOUTHEAST, 0.75 MILE NORTH OF THE CROSSROAD AT HOMEWOOD IN THE
 CO0846'NORTHWEST 1/4 OF SECTION 29, T 5 N, R 8. IT IS 81.5 FEET NORTHWET OF
 CO0846'TELEPHONE CABLE POLE NO. 10, 32 FEET WEST-NORTHWEST OF THE CENTER OF
 CO0846'HIGHWAY 35, 48 FEET EAST-SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY,
 CO0846'35.5 FEET NORTH OF THE NORTH END OF THE WEST HEADWALL OF A 24 INCH
 CO0846'CONCRETE PIPE UNDER HIGHWAY 35, 17 FEET EAST- SOUTHEAST OF A RIGHT OF
 CO0846'WAY FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP
 CO0846'OF A ROUND CONCRETE POST SURROUNDED BY A MASS OF RE-ENFORING CONCRETE
 CO0846'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES. TO REACH FROM THE
 CO0846'INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 35 IN FOREST GO
 CO0846'SOUTH ON STATE HIGHWAY 35 FOR 1.95 MILES TO THE BRIDGE OVER I-20.
 CO0846'CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 6.25 MILE TO THE MARK ON THE
 CO0846'RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
 CO0846
 CO0846                          STATION RECOVERY (2002)
 CO0846
 CO0846'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CO0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0993 ***********************************************************************
 BV0993  DESIGNATION -  B 106
 BV0993  PID         -  BV0993
 BV0993  STATE/COUNTY-  MS/SMITH
 BV0993  USGS QUAD   -  MIZE (1975)
 BV0993
 BV0993                         *CURRENT SURVEY CONTROL
 BV0993  ___________________________________________________________________
 BV0993* NAD 83(1986)-  31 50 02.     (N)    089 30 25.     (W)     SCALED    
 BV0993* NAVD 88     -        87.00   (+/-2cm)     285.4    (feet)  VERTCON   
 BV0993  ___________________________________________________________________
 BV0993  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BV0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0993
 BV0993.The horizontal coordinates were scaled from a topographic map and have
 BV0993.an estimated accuracy of +/- 6 seconds.
 BV0993
 BV0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0993.The vertical order pertains to the NGVD 29 superseded value.
 BV0993
 BV0993.The geoid height was determined by GEOID03.
 BV0993
 BV0993;                    North         East    Units  Estimated Accuracy
 BV0993;SPC MS E     -   258,930.      236,240.      MT  (+/- 180 meters Scaled)
 BV0993
 BV0993                          SUPERSEDED SURVEY CONTROL
 BV0993
 BV0993  NGVD 29 (??/??/92)   86.999  (m)          285.43   (f) ADJ UNCH    2 0
 BV0993
 BV0993.Superseded values are not recommended for survey control.
 BV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0993.See file dsdata.txt to determine how the superseded data were derived.
 BV0993
 BV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA627247(NAD 83)
 BV0993_MARKER: DB = BENCH MARK DISK
 BV0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0993_STAMPING: B 106 1935
 BV0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0993+STABILITY: SURFACE MOTION
 BV0993
 BV0993  HISTORY     - Date     Condition        Report By
 BV0993  HISTORY     - 1935     MONUMENTED       CGS
 BV0993  HISTORY     - 1957     MARK NOT FOUND   NGS
 BV0993  HISTORY     - 1985     MARK NOT FOUND   MSU
 BV0993
 BV0993                          STATION DESCRIPTION
 BV0993
 BV0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0993'3.8 MI SE FROM MIZE.
 BV0993'LOCATED ABOUT 3.8 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 BV0993'FROM THE RAILROAD STATION AT MIZE, ABOUT 0.4 MILE EAST OF MILEPOST L
 BV0993'19 (G 125) AT A ROAD CROSSING 28 FEET EAST OF THE CENTER OF THE ROAD
 BV0993'AND 21 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.  IT IS A STANDARD
 BV0993'DISK SET IN THE TOP OF A CONCRETE POST.
 BV0993
 BV0993                          STATION RECOVERY (1985)
 BV0993
 BV0993'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 BV0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0444 ***********************************************************************
 BV0444  DESIGNATION -  B 107
 BV0444  PID         -  BV0444
 BV0444  STATE/COUNTY-  MS/JASPER
 BV0444  USGS QUAD   -  HEIDELBERG (1982)
 BV0444
 BV0444                         *CURRENT SURVEY CONTROL
 BV0444  ___________________________________________________________________
 BV0444* NAD 83(1986)-  31 54 46.     (N)    088 57 34.     (W)     SCALED    
 BV0444* NAVD 88     -       112.05   (+/-2cm)     367.6    (feet)  VERTCON   
 BV0444  ___________________________________________________________________
 BV0444  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0444
 BV0444.The horizontal coordinates were scaled from a topographic map and have
 BV0444.an estimated accuracy of +/- 6 seconds.
 BV0444
 BV0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0444.The vertical order pertains to the NGVD 29 superseded value.
 BV0444
 BV0444.The geoid height was determined by GEOID03.
 BV0444
 BV0444;                    North         East    Units  Estimated Accuracy
 BV0444;SPC MS E     -   267,490.      288,070.      MT  (+/- 180 meters Scaled)
 BV0444
 BV0444                          SUPERSEDED SURVEY CONTROL
 BV0444
 BV0444  NGVD 29 (??/??/92)  112.034  (m)          367.56   (f) ADJ UNCH    2 0
 BV0444
 BV0444.Superseded values are not recommended for survey control.
 BV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0444.See file dsdata.txt to determine how the superseded data were derived.
 BV0444
 BV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA147324(NAD 83)
 BV0444_MARKER: DB = BENCH MARK DISK
 BV0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0444_STAMPING: B 107 1935
 BV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0444+STABILITY: SURFACE MOTION
 BV0444
 BV0444  HISTORY     - Date     Condition        Report By
 BV0444  HISTORY     - 1935     MONUMENTED       CGS
 BV0444  HISTORY     - 1966     GOOD             MSHD
 BV0444
 BV0444                          STATION DESCRIPTION
 BV0444
 BV0444'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0444'1.5 MI SW FROM VOSSBURG.
 BV0444'TO REACH FROM THE U.S. POST OFFICE IN HEIDELBERG GO SOUTH ON OAK
 BV0444'AVENUE FOR APPROXIMATELY 100 FEET TO THE INTERSECTION OF HIGHWAY 528,
 BV0444'TURN LEFT AND GO 1.75 MILES TO THE INTERSECTION OF HIGHWAY 11, TURN
 BV0444'LEFT AND GO 3.5 MILES TO A CROSSROADS AT THE TOP OF A HILL, TURN LEFT
 BV0444'AND GO 0.95 MILES TO A FORK, TAKE THE LEFT FORK AND GO 0.25 MILES TO A
 BV0444'TRACK ROAD THAT PARALLELS THE TRACK TO THE NORTH, TURN LEFT AND GO
 BV0444'0.45 MILES TO THE END OF THE TRACK ROAD.  THE MARK IS LOCATED
 BV0444'APPROXIMATELY 1.0 MILES SOUTHWEST OF THE POINT APPROXIMATELY 75 FEET
 BV0444'NORTHEAST OF A PIPE LINE CROSSING IN THE NORTHWEST CORNER OF THE BASE
 BV0444'OF SEMAPHORE NO. 374.  IT IS 38 FEET SOUTHEAST OF A TELEPHONE POLE
 BV0444'WITH A CABLE LEADING TO SEMAPHORE NO. 373 AND 8 FEET SOUTHEAST OF THE
 BV0444'SOUTHEAST RAIL.  STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0634 ***********************************************************************
 BV0634  DESIGNATION -  B 108
 BV0634  PID         -  BV0634
 BV0634  STATE/COUNTY-  MS/FORREST
 BV0634  USGS QUAD   -  HATTIESBURG (1982)
 BV0634
 BV0634                         *CURRENT SURVEY CONTROL
 BV0634  ___________________________________________________________________
 BV0634* NAD 83(1986)-  31 20 09.     (N)    089 20 40.     (W)     SCALED    
 BV0634* NAVD 88     -        68.32   (+/-2cm)     224.1    (feet)  VERTCON   
 BV0634  ___________________________________________________________________
 BV0634  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BV0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0634
 BV0634.The horizontal coordinates were scaled from a topographic map and have
 BV0634.an estimated accuracy of +/- 6 seconds.
 BV0634
 BV0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0634.The vertical order pertains to the NGVD 29 superseded value.
 BV0634
 BV0634.The geoid height was determined by GEOID03.
 BV0634
 BV0634;                    North         East    Units  Estimated Accuracy
 BV0634;SPC MS E     -   203,620.      251,360.      MT  (+/- 180 meters Scaled)
 BV0634
 BV0634                          SUPERSEDED SURVEY CONTROL
 BV0634
 BV0634  NGVD 29 (??/??/92)   68.336  (m)          224.20   (f) ADJ UNCH    2 0
 BV0634
 BV0634.Superseded values are not recommended for survey control.
 BV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0634.See file dsdata.txt to determine how the superseded data were derived.
 BV0634
 BV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV769691(NAD 83)
 BV0634_MARKER: DB = BENCH MARK DISK
 BV0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0634_SP_SET: ABUTMENT
 BV0634_STAMPING: B 108 1935 (224.199)
 BV0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0634
 BV0634  HISTORY     - Date     Condition        Report By
 BV0634  HISTORY     - 1935     MONUMENTED       CGS
 BV0634  HISTORY     - 1956     GOOD             NGS
 BV0634  HISTORY     - 1965     MARK NOT FOUND   NGS
 BV0634  HISTORY     - 1981     GOOD             LOCSUR
 BV0634
 BV0634                          STATION DESCRIPTION
 BV0634
 BV0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0634'3.7 MI NW FROM HATTIESBURG.
 BV0634'LOCATED 3.7 MILES NORTHWEST ALONG THE MISSISSIPPI CENTRAL RAILROAD
 BV0634'FROM THE SOUTHERN RAILROAD STATON IN HATTIESBURG, AT THE OVERPASS ON
 BV0634'OLD HIGHWAY 49, IN THE CONCRETE ABUTMENT, 8 FEET NORTH OF THE NORTH
 BV0634'RAIL AND 5 FEET WEST OF THE EAST END OF THE ABUTMENT AT THE BASE OF
 BV0634'THE SECOND STEEL STANDARD FROM THE EAST END.  IT IS A STANDARD DISK
 BV0634'SET VERTICALLY IN A DRILL HOLE IN THE ABUTMENT.
 BV0634
 BV0634                          STATION RECOVERY (1965)
 BV0634
 BV0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BV0634'MARK NOT FOUND.
 BV0634
 BV0634                          STATION RECOVERY (1981)
 BV0634
 BV0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BV0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0997 ***********************************************************************
 BV0997  DESIGNATION -  B 109
 BV0997  PID         -  BV0997
 BV0997  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV0997  USGS QUAD   -  PRENTISS WEST (1970)
 BV0997
 BV0997                         *CURRENT SURVEY CONTROL
 BV0997  ___________________________________________________________________
 BV0997* NAD 83(1986)-  31 35 22.     (N)    089 57 24.     (W)     SCALED    
 BV0997* NAVD 88     -        91.979  (meters)     301.77   (feet)  ADJUSTED  
 BV0997  ___________________________________________________________________
 BV0997  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BV0997  DYNAMIC HT  -          91.868 (meters)     301.40  (feet)  COMP
 BV0997  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BV0997
 BV0997  VERT ORDER  -  SECOND    CLASS 0
 BV0997
 BV0997.The horizontal coordinates were scaled from a topographic map and have
 BV0997.an estimated accuracy of +/- 6 seconds.
 BV0997
 BV0997.The orthometric height was determined by differential leveling
 BV0997.and adjusted in May 1996.
 BV0997
 BV0997.The geoid height was determined by GEOID03.
 BV0997
 BV0997.The dynamic height is computed by dividing the NAVD 88
 BV0997.geopotential number by the normal gravity value computed on the
 BV0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0997.degrees latitude (g = 980.6199 gals.).
 BV0997
 BV0997.The modeled gravity was interpolated from observed gravity values.
 BV0997
 BV0997;                    North         East    Units  Estimated Accuracy
 BV0997;SPC MS W     -   231,690.      735,750.      MT  (+/- 180 meters Scaled)
 BV0997
 BV0997                          SUPERSEDED SURVEY CONTROL
 BV0997
 BV0997  NGVD 29 (??/??/92)   91.974  (m)          301.75   (f) ADJ UNCH    2 0
 BV0997
 BV0997.Superseded values are not recommended for survey control.
 BV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0997.See file dsdata.txt to determine how the superseded data were derived.
 BV0997
 BV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV194987(NAD 83)
 BV0997_MARKER: DB = BENCH MARK DISK
 BV0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0997_STAMPING: B 109 1935
 BV0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0997+STABILITY: SURFACE MOTION
 BV0997
 BV0997  HISTORY     - Date     Condition        Report By
 BV0997  HISTORY     - 1935     MONUMENTED       CGS
 BV0997  HISTORY     - 1972     GOOD             MSHD
 BV0997
 BV0997                          STATION DESCRIPTION
 BV0997
 BV0997'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BV0997'5.5 MI WSW FROM PRENTISS.
 BV0997'THE MARK IS LOCATED 5.5 MILES WEST-SOUTHWEST OF PRENTISS ON THE SOUTH
 BV0997'ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK, 68 PACES EAST OF MILEPOST
 BV0997'50, NEAR THE CENTER OF THE WEST SIDE OF SECTION 7, T 7N, R 19W.  IT IS
 BV0997'44 FEET SOUTH OF THE SOUTH RAIL, 72.5 FEET NORTH OF THE NORTHWEST
 BV0997'CORNER OF THE MAIN SECTION OF A FRAME HOUSE, 14 FEET WEST OF THE
 BV0997'PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 1 FOOT WEST OF A METAL
 BV0997'WITNESS POST SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT 4
 BV0997'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 5 INCHES.  TO REACH
 BV0997'FROM THE BANK OF PRENTISS IN PRENTISS GO SOUTHWEST ON STATE HIGHWAY 13
 BV0997'(COLUMBIA AVENUE) FOR 0.9 MILES TO THE JUNCTION OF U.S. HIGHWAY 84.
 BV0997'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 84 FOR 5.15 MILES TO A SIDE
 BV0997'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILES
 BV0997'TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK.  THENCE EAST
 BV0997'ALONG THE RAILROAD TRACK FOR 0.15 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0850 ***********************************************************************
 BV0850  DESIGNATION -  B 11
 BV0850  PID         -  BV0850
 BV0850  STATE/COUNTY-  MS/MARION
 BV0850  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0850
 BV0850                         *CURRENT SURVEY CONTROL
 BV0850  ___________________________________________________________________
 BV0850* NAD 83(1986)-  31 14 07.     (N)    089 52 14.     (W)     SCALED    
 BV0850* NAVD 88     -        48.56   (+/-2cm)     159.3    (feet)  VERTCON   
 BV0850  ___________________________________________________________________
 BV0850  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BV0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0850
 BV0850.The horizontal coordinates were scaled from a topographic map and have
 BV0850.an estimated accuracy of +/- 6 seconds.
 BV0850
 BV0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0850.The vertical order pertains to the NGVD 29 superseded value.
 BV0850
 BV0850.The geoid height was determined by GEOID03.
 BV0850
 BV0850;                    North         East    Units  Estimated Accuracy
 BV0850;SPC MS W     -   192,450.      744,090.      MT  (+/- 180 meters Scaled)
 BV0850
 BV0850                          SUPERSEDED SURVEY CONTROL
 BV0850
 BV0850  NGVD 29 (??/??/92)   48.598  (m)          159.44   (f) ADJ UNCH    2 0
 BV0850
 BV0850.Superseded values are not recommended for survey control.
 BV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0850.See file dsdata.txt to determine how the superseded data were derived.
 BV0850
 BV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV265592(NAD 83)
 BV0850_MARKER: DB = BENCH MARK DISK
 BV0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0850_SP_SET: CONCRETE BASE
 BV0850_STAMPING: 157.557 B 11 1934
 BV0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0850
 BV0850  HISTORY     - Date     Condition        Report By
 BV0850  HISTORY     - 1934     MONUMENTED       CGS
 BV0850  HISTORY     - 1968     GOOD             MSHD
 BV0850
 BV0850                          STATION DESCRIPTION
 BV0850
 BV0850'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0850'IN FOXWORTH.
 BV0850'THE MARK IS LOCATED IN FOXWORTH IN THE EAST CORNER OF THE SOUTHEAST
 BV0850'CONCRETE FOUNDATION FOR A DISMANTLED WATER TANK ON THE WEST SIDE OF
 BV0850'THE GM AND O RAILROAD TRACK, 2.7 MILES SOUTHWEST OF THE APPROXIMATE
 BV0850'CENTER OF COLUMBIA IN THE NORTHEAST 1/4 OF SECTION 15, T 3N, R 13E. IT
 BV0850'IS 10.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 174 FEET
 BV0850'SOUTHEAST OF THE SOUTHWEST CORNER OF THE ABANDONED RAILROAD STATION,
 BV0850'69.5 FEET NORTHEAST OF A POWER LINE POLE WITH A LAMP ON IT, 73 FEET
 BV0850'NORTH OF A SWITCH STAND, 35 FEET NORTH OF THE CENTER OF MISSISSIPPI
 BV0850'HIGHWAY 587, 63 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 BV0850'SLAB ON THE EAST SIDE OF THE ABANDONED RAILROAD STATION, 2 FEET NORTH
 BV0850'OF A METAL WITNESS POST, SET IN A DRILL HOLE NEAR THE EAST CORNER OF
 BV0850'THE SOUTHEAST CONCRETE BASE FOR AN ABANDONED WATER TANK ABOUT 1 FOOT
 BV0850'ABOVE THE LEVEL OF THE TRACK AND PROJECTS 14 INCHES.  TO REACH FROM
 BV0850'THE U.S. POST OFFICE IN FOXWORTH GO SOUTHWEST ON MISSISSIPPI HIGHWAY
 BV0850'587 FOR 0.05 MILE TO THE CROSSING OF THE GM AND O RAILROAD TRACK. TURN
 BV0850'RIGHT (NORTH) AND CONTINUE ON AN ALL WEATHER ROAD IN BETWEEN THE WEST
 BV0850'SIDE OF THE MAIN TRACK AND A SIDE TRACK FOR 0.05 MILE TO THE MARK AS
 BV0850'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1014 ***********************************************************************
 BV1014  DESIGNATION -  B 110
 BV1014  PID         -  BV1014
 BV1014  STATE/COUNTY-  MS/SIMPSON
 BV1014  USGS QUAD   -  SHIVERS (1971)
 BV1014
 BV1014                         *CURRENT SURVEY CONTROL
 BV1014  ___________________________________________________________________
 BV1014* NAD 83(1986)-  31 48 54.     (N)    089 59 14.     (W)     SCALED    
 BV1014* NAVD 88     -       135.81   (+/-2cm)     445.6    (feet)  VERTCON   
 BV1014  ___________________________________________________________________
 BV1014  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1014
 BV1014.The horizontal coordinates were scaled from a topographic map and have
 BV1014.an estimated accuracy of +/- 6 seconds.
 BV1014
 BV1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1014.The vertical order pertains to the NGVD 29 superseded value.
 BV1014
 BV1014.The geoid height was determined by GEOID03.
 BV1014
 BV1014;                    North         East    Units  Estimated Accuracy
 BV1014;SPC MS W     -   256,690.      732,770.      MT  (+/- 180 meters Scaled)
 BV1014
 BV1014                          SUPERSEDED SURVEY CONTROL
 BV1014
 BV1014  NGVD 29 (??/??/92)  135.808  (m)          445.56   (f) ADJ UNCH    2 0
 BV1014
 BV1014.Superseded values are not recommended for survey control.
 BV1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1014.See file dsdata.txt to determine how the superseded data were derived.
 BV1014
 BV1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA172238(NAD 83)
 BV1014_MARKER: DB = BENCH MARK DISK
 BV1014_SETTING: 0 = UNSPECIFIED SETTING
 BV1014_STAMPING: 445.563 B 110 1935
 BV1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1014
 BV1014  HISTORY     - Date     Condition        Report By
 BV1014  HISTORY     - 1935     MONUMENTED       CGS
 BV1014  HISTORY     - 1967     GOOD             MSHD
 BV1014
 BV1014                          STATION DESCRIPTION
 BV1014
 BV1014'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV1014'5.5 MI SW FROM PINOLA.
 BV1014'THE MARK IS LOCATED 5.5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 BV1014'RAILROAD TRACK FROM THE CROSSING OF MISSISSIPPI HIGHWAY 28 IN PINOLA
 BV1014'AND IS IN THE SOUTHWEST 1/4 OF SECTION 23, T 10N, R 20W.  IT IS 45
 BV1014'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET SOUTHWEST OF A FENCE, 106
 BV1014'FEET SOUTHWEST OF TELEPHONE POLE NO. 312 AND 1 FOOT SOUTHWEST OF A
 BV1014'METAL WITNESS POST.  TO REACH FROM THE U.S. POST OFFICE IN NEW HEBRON
 BV1014'GO (WEST) ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF
 BV1014'MISSISSIPPI HIGHWAY 43.  TURN RIGHT (NORTH) AND CONTINUE ON
 BV1014'MISSISSIPPI HIGHWAY 43 FOR 4.9 MILES TO THE CROSSROADS AT SHIVERS.
 BV1014'TURN LEFT (NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.2 MILE TO
 BV1014'A SIDE ROAD RIGHT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON A BLACKTOP
 BV1014'ROAD FOR 0.35 MILE TO A FORKS. TAKE THE RIGHT FORK AND CONTINUE NORTH
 BV1014'ON AN ALL WEATHER ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT. TURN RIGHT
 BV1014'(NORTHEAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.55 MILE TO A T
 BV1014'INTERSECTION.  TURN RIGHT (NORTHEAST) AND CONTINUE ON AN ALL WEATHER
 BV1014'ROAD FOR 0.15 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 BV1014'TRACK.  THE MARK IS APPROXIMATELY 600 FEET SOUTHEAST OF THE CENTER OF
 BV1014'THE CROSSING IN A PASTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0916 ***********************************************************************
 BV0916  DESIGNATION -  B 111
 BV0916  PID         -  BV0916
 BV0916  STATE/COUNTY-  MS/MARION
 BV0916  USGS QUAD   -  PINEBUR (1982)
 BV0916
 BV0916                         *CURRENT SURVEY CONTROL
 BV0916  ___________________________________________________________________
 BV0916* NAD 83(1986)-  31 08 05.     (N)    089 41 57.     (W)     SCALED    
 BV0916* NAVD 88     -        50.73   (+/-2cm)     166.4    (feet)  VERTCON   
 BV0916  ___________________________________________________________________
 BV0916  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BV0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0916
 BV0916.The horizontal coordinates were scaled from a topographic map and have
 BV0916.an estimated accuracy of +/- 6 seconds.
 BV0916
 BV0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0916.The vertical order pertains to the NGVD 29 superseded value.
 BV0916
 BV0916.The geoid height was determined by GEOID03.
 BV0916
 BV0916;                    North         East    Units  Estimated Accuracy
 BV0916;SPC MS W     -   181,390.      760,480.      MT  (+/- 180 meters Scaled)
 BV0916
 BV0916                          SUPERSEDED SURVEY CONTROL
 BV0916
 BV0916  NGVD 29 (??/??/92)   50.769  (m)          166.56   (f) ADJ UNCH    2 0
 BV0916
 BV0916.Superseded values are not recommended for survey control.
 BV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0916.See file dsdata.txt to determine how the superseded data were derived.
 BV0916
 BV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV426476(NAD 83)
 BV0916_MARKER: DB = BENCH MARK DISK
 BV0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0916_STAMPING: B 111 1935 (166.581)
 BV0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0916+STABILITY: SURFACE MOTION
 BV0916
 BV0916  HISTORY     - Date     Condition        Report By
 BV0916  HISTORY     - 1935     MONUMENTED       CGS
 BV0916  HISTORY     - 1969     GOOD             MSHD
 BV0916
 BV0916                          STATION DESCRIPTION
 BV0916
 BV0916'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0916'11.3 MI SE FROM COLUMBIA.
 BV0916'THE MARK IS LOCATED 11.3 MILES SOUTHEAST OF COLUMBIA IN AN AREA
 BV0916'BETWEEN THE OLD HIGHWAY AND THE NEW HIGHWAY 13, 6.9 MILES NORTHWEST OF
 BV0916'THE VILLAGE OF BAXTERVILLE, 0.3 MILE EAST OF THE COMMUNITY OF PINEBUR
 BV0916'IN THE NORTHWEST 1/4 OF SECTION 15, T 2N, R 17W.  IT IS 54 FEET NORTH
 BV0916'OF THE CENTER OF HIGHWAY 13, 33 FEET SOUTH OF THE CENTER OF THE OLD
 BV0916'HIGHWAY, 110 FEET EAST OF THE CENTER OF THE ROAD CONNECTING THE OLD
 BV0916'AND NEW HIGHWAY, 118.5 FEET NORTHWEST OF TELEPHONE LINE POLE NO. 2661,
 BV0916'141 FEEET NORTHEAST OF TELEPHONE LINE POLE NO. 2660, 181 FEET WEST OF
 BV0916'A POWER LINE POLE WITH A TRANSFORMER, 1.5 FEET SOUTH OF A METAL
 BV0916'WITNESS POST, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 2
 BV0916'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. TO REACH
 BV0916'FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST ON BROAD STREET
 BV0916'FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL AVENUE (MISS. HIGHWAYS
 BV0916'35 AND 13).  TURN RIGHT (SOUTH) AND CONTINUE ON H. SCHOOL AVENUE FOR
 BV0916'0.55 MILE TO THE JUNCTION OF MISS. HIGHWAY 13. TURN LEFT (SE) AND
 BV0916'CONTINUE ON MISS. HIGHWAY 13 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 BV0916'HIGHWAY 98.  CONTINUE SE ON MISS. HIGHWAY 13 FOR 11.2 MILES TO A SIDE
 BV0916'ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1529 ***********************************************************************
 BH1529  DESIGNATION -  B 112 RESET 1982
 BH1529  PID         -  BH1529
 BH1529  STATE/COUNTY-  MS/PEARL RIVER
 BH1529  USGS QUAD   -  POPLARVILLE (1986)
 BH1529
 BH1529                         *CURRENT SURVEY CONTROL
 BH1529  ___________________________________________________________________
 BH1529* NAD 83(1986)-  30 50 24.     (N)    089 32 01.     (W)     SCALED    
 BH1529* NAVD 88     -        96.56   (+/-2cm)     316.8    (feet)  VERTCON   
 BH1529  ___________________________________________________________________
 BH1529  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH1529  VERT ORDER  -  THIRD (See Below)
 BH1529
 BH1529.The horizontal coordinates were scaled from a topographic map and have
 BH1529.an estimated accuracy of +/- 6 seconds.
 BH1529
 BH1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1529.The vertical order pertains to the NGVD 29 superseded value.
 BH1529
 BH1529.The geoid height was determined by GEOID03.
 BH1529
 BH1529;                    North         East    Units  Estimated Accuracy
 BH1529;SPC MS E     -   148,750.      233,010.      MT  (+/- 180 meters Scaled)
 BH1529
 BH1529                          SUPERSEDED SURVEY CONTROL
 BH1529
 BH1529  NGVD 29 (??/??/??)   96.60   (m)          316.9    (f) RESET       3  
 BH1529
 BH1529.Superseded values are not recommended for survey control.
 BH1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1529.See file dsdata.txt to determine how the superseded data were derived.
 BH1529
 BH1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV576146(NAD 83)
 BH1529_MARKER: DB = BENCH MARK DISK
 BH1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1529_STAMPING: B 112 RESET 1982
 BH1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1529+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH1529
 BH1529  HISTORY     - Date     Condition        Report By
 BH1529  HISTORY     - 1982     MONUMENTED       NGS
 BH1529  HISTORY     - 20071007 GOOD             GEOCAC
 BH1529  HISTORY     - 20080418 GOOD             MSDOT
 BH1529
 BH1529                          STATION DESCRIPTION
 BH1529
 BH1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BH1529'IN POPLARVILLE.
 BH1529'0.25 MILE SOUTH ALONG STATE HIGHWAY 26 FROM THE COURTHOUSE IN
 BH1529'POPLARVILLE, ON RAILROAD OVERPASS AND MARK ON LEFT, 13.72 METERS
 BH1529'(45.0 FEET) NORTH OF THE CENTER OF HIGHWAY, 2.29 METERS (7.5 FEET)
 BH1529'WEST OF THE WEST RAIL OF SPUR TRACK, 0.15 METERS (0.5 FEET) NORTH
 BH1529'OF THE NORTH END OF IRON BRIDGE RAILING AND IN THE TOP OF THE
 BH1529'NORTHWEST CONCRETE WINGWALL.
 BH1529
 BH1529                          STATION RECOVERY (2007)
 BH1529
 BH1529'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BH1529'RECOVERED IN GOOD CONDITION.
 BH1529
 BH1529                          STATION RECOVERY (2008)
 BH1529
 BH1529'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH1529'THE STATE HIGHWAY 26 MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW S.
 BH1529'MAIN STREET.  THE MARK CAN ALSO BE REACHED FROM THE S.R. 53 AND S.R.
 BH1529'26 INTERCHANGE BY TRAVELING NORTH ALONG S. MAIN FOR .3 MILES TO THE
 BH1529'RAILROAD AND MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0294 ***********************************************************************
 BH0294  DESIGNATION -  B 121
 BH0294  PID         -  BH0294
 BH0294  STATE/COUNTY-  MS/HARRISON
 BH0294  USGS QUAD   -  BILOXI (1992)
 BH0294
 BH0294                         *CURRENT SURVEY CONTROL
 BH0294  ___________________________________________________________________
 BH0294* NAD 83(1986)-  30 23 53.     (N)    088 55 31.     (W)     SCALED    
 BH0294* NAVD 88     -         7.18   (+/-2cm)      23.6    (feet)  VERTCON   
 BH0294  ___________________________________________________________________
 BH0294  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH0294  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0294
 BH0294.The horizontal coordinates were scaled from a topographic map and have
 BH0294.an estimated accuracy of +/- 6 seconds.
 BH0294
 BH0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0294.The vertical order pertains to the NGVD 29 superseded value.
 BH0294
 BH0294.The geoid height was determined by GEOID03.
 BH0294
 BH0294;                    North         East    Units  Estimated Accuracy
 BH0294;SPC MS E     -    99,550.      291,170.      MT  (+/- 180 meters Scaled)
 BH0294
 BH0294                          SUPERSEDED SURVEY CONTROL
 BH0294
 BH0294  NGVD 29 (??/??/??)    7.139  (m)           23.42   (f) ADJUSTED    1 2
 BH0294
 BH0294.Superseded values are not recommended for survey control.
 BH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0294.See file dsdata.txt to determine how the superseded data were derived.
 BH0294
 BH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU150644(NAD 83)
 BH0294_MARKER: DB = BENCH MARK DISK
 BH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0294_STAMPING: B 121 1938
 BH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0294+STABILITY: SURFACE MOTION
 BH0294
 BH0294  HISTORY     - Date     Condition        Report By
 BH0294  HISTORY     - 1938     MONUMENTED       CGS
 BH0294  HISTORY     - 1955     POOR             CGS
 BH0294
 BH0294                          STATION DESCRIPTION
 BH0294
 BH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0294'2.1 MI W FROM BILOXI.
 BH0294'ABOUT 2.1 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0294'THE STATION AT BILOXI, 51 FEET SOUTHEAST OF CENTER OF CROSSING OF ST.
 BH0294'PETER AVENUE, 98.3 FEET SOUTHEAST AND ACROSS TRACK AND AVENUE FROM
 BH0294'MILE POST 729, 42 FEET SOUTH OF SOUTH RAIL, 13 FEET EAST OF EAST CURB
 BH0294'LINE OF ST. PETER AVENUE, 8 FEET EAST OF A CROSSING SIGN, 74 FEET
 BH0294'NORTHEAST AND ACROSS ST. PETER AVENUE FROM A FIRE HYDRANT, ABOUT 3
 BH0294'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BH0294'PROJECTING 15 INCHES.  NOTE-- THE POST WAS LEANING SLIGHTLY AND WAS
 BH0294'STRAIGHTENED BY THIS PARTY.  IT IS SET IN LOOSE SAND AND IS STILL
 BH0294'LOOSE DUE TO ITS PROJECTION.  MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0532 ***********************************************************************
 CO0532  DESIGNATION -  B 123
 CO0532  PID         -  CO0532
 CO0532  STATE/COUNTY-  MS/LAUDERDALE
 CO0532  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0532
 CO0532                         *CURRENT SURVEY CONTROL
 CO0532  ___________________________________________________________________
 CO0532* NAD 83(1986)-  32 21 16.     (N)    088 43 55.     (W)     SCALED    
 CO0532* NAVD 88     -        96.504  (meters)     316.61   (feet)  ADJUSTED  
 CO0532  ___________________________________________________________________
 CO0532  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO0532  DYNAMIC HT  -          96.391 (meters)     316.24  (feet)  COMP
 CO0532  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CO0532
 CO0532  VERT ORDER  -  FIRST     CLASS II
 CO0532
 CO0532.The horizontal coordinates were scaled from a topographic map and have
 CO0532.an estimated accuracy of +/- 6 seconds.
 CO0532
 CO0532.The orthometric height was determined by differential leveling
 CO0532.and adjusted in June 1991.
 CO0532
 CO0532.The geoid height was determined by GEOID03.
 CO0532
 CO0532.The dynamic height is computed by dividing the NAVD 88
 CO0532.geopotential number by the normal gravity value computed on the
 CO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0532.degrees latitude (g = 980.6199 gals.).
 CO0532
 CO0532.The modeled gravity was interpolated from observed gravity values.
 CO0532
 CO0532;                    North         East    Units  Estimated Accuracy
 CO0532;SPC MS E     -   316,460.      309,540.      MT  (+/- 180 meters Scaled)
 CO0532
 CO0532                          SUPERSEDED SURVEY CONTROL
 CO0532
 CO0532  NGVD 29 (??/??/92)   96.48   (m)          316.5    (f) COMPUTED    1 2
 CO0532
 CO0532.Superseded values are not recommended for survey control.
 CO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0532.See file dsdata.txt to determine how the superseded data were derived.
 CO0532
 CO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA370810(NAD 83)
 CO0532_MARKER: DB = BENCH MARK DISK
 CO0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0532_SP_SET: PIER
 CO0532_STAMPING: B 123 1938
 CO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0532
 CO0532  HISTORY     - Date     Condition        Report By
 CO0532  HISTORY     - 1938     MONUMENTED       CGS
 CO0532  HISTORY     - 1961     MARK NOT FOUND   NGS
 CO0532  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0532
 CO0532                          STATION DESCRIPTION
 CO0532
 CO0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0532'2.3 MI W FROM MERIDIAN.
 CO0532'2.3 MILES WEST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CO0532'THE UNION STATION AT MERIDIAN, LAUDERDALE COUNTY, AT THE OVERPASS OF
 CO0532'U. S. HIGHWAY 11 AND 45, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE
 CO0532'NORTH CONCRETE PIER.  A STANDARD DISK, STAMPED B 123 1938.
 CO0532
 CO0532                          STATION RECOVERY (1968)
 CO0532
 CO0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0499 ***********************************************************************
 CO0499  DESIGNATION -  B 124
 CO0499  PID         -  CO0499
 CO0499  STATE/COUNTY-  MS/NEWTON
 CO0499  USGS QUAD   -  CHUNKY (1983)
 CO0499
 CO0499                         *CURRENT SURVEY CONTROL
 CO0499  ___________________________________________________________________
 CO0499* NAD 83(1986)-  32 19 26.     (N)    088 54 56.     (W)     SCALED    
 CO0499* NAVD 88     -        91.63   (+/-2cm)     300.6    (feet)  VERTCON   
 CO0499  ___________________________________________________________________
 CO0499  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CO0499  VERT ORDER  -  FIRST     CLASS II (See Below)
 CO0499
 CO0499.The horizontal coordinates were scaled from a topographic map and have
 CO0499.an estimated accuracy of +/- 6 seconds.
 CO0499
 CO0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0499.The vertical order pertains to the NGVD 29 superseded value.
 CO0499
 CO0499.The geoid height was determined by GEOID03.
 CO0499
 CO0499;                    North         East    Units  Estimated Accuracy
 CO0499;SPC MS E     -   313,070.      292,260.      MT  (+/- 180 meters Scaled)
 CO0499
 CO0499                          SUPERSEDED SURVEY CONTROL
 CO0499
 CO0499  NGVD 29 (??/??/92)   91.62   (m)          300.6    (f) COMPUTED    1 2
 CO0499
 CO0499.Superseded values are not recommended for survey control.
 CO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0499.See file dsdata.txt to determine how the superseded data were derived.
 CO0499
 CO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA196779(NAD 83)
 CO0499_MARKER: DB = BENCH MARK DISK
 CO0499_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0499_STAMPING: B 124 1938
 CO0499_MARK LOGO: CGS   
 CO0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0499+STABILITY: SURFACE MOTION
 CO0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0499+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 CO0499
 CO0499  HISTORY     - Date     Condition        Report By
 CO0499  HISTORY     - 1938     MONUMENTED       CGS
 CO0499  HISTORY     - 1961     GOOD             NGS
 CO0499  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0499  HISTORY     - 19890725 GOOD             MSHD
 CO0499
 CO0499                          STATION DESCRIPTION
 CO0499
 CO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0499'1.0 MI SE FROM CHUNKY.
 CO0499'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0499'CHUNKY, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2
 CO0499'MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD, IN SECTION 36, T 6 N, R
 CO0499'13 E, ABOUT 0.15 MILE WEST OF THE NEWTON-LAUDERDALE COUNTY LINE, 2
 CO0499'RAILS EAST OF THE EAST END OF THE STEEL GIRDERS OF THE STEEL AND
 CO0499'CONCRETE BRIDGE OVER THE CHUNKY RIVER, SET IN THE TOP OF THE SOUTH END
 CO0499'OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE, 7 1/2 FEET SOUTH OF THE
 CO0499'SOUTH RAIL, AND 14 INCHES BELOW THE LEVEL OF THE TRACK.
 CO0499
 CO0499                          STATION RECOVERY (1968)
 CO0499
 CO0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0499'MARK NOT FOUND.
 CO0499
 CO0499                          STATION RECOVERY (1989)
 CO0499
 CO0499'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0499'THE DISK WAS FOUND TO BE SCORED MAKING THE STAMPING HARD TO READ.
 CO0499'MARK IS LOCATED 1.29 KM (0.80 MI) EAST OF CHUNKY IN THE RAILROAD
 CO0499'BRIDGE OVER EAST CHUNKY RIVER IN SECTION 36, T6N, R13E.  TO REACH FROM
 CO0499'THE BAPTIST CHURCH IN CHUNKY, GO EAST ON U.S. HIGHWAY 80 FOR 1.21 KM
 CO0499'(0.75 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A PAVED
 CO0499'ROAD FOR 0.32 KM (0.20 MI) TO A RAILROAD CROSSING, THENCE EAST ALONG
 CO0499'THE RAILROAD TRACK FOR 0.32 KM (0.20 MI) TO THE BRIDGE AND THE MARK ON
 CO0499'THE RIGHT.  MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF
 CO0499'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE.  IT IS 2.13
 CO0499'M (7.0 FT) SOUTH OF THE SOUTH RAIL AND IS ABOUT 0.34 M (1.1 FT) BELOW
 CO0499'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1696 ***********************************************************************
 CP1696  DESIGNATION -  B 125
 CP1696  PID         -  CP1696
 CP1696  STATE/COUNTY-  MS/CLAIBORNE
 CP1696  USGS QUAD   -  GRAND GULF (1963)
 CP1696
 CP1696                         *CURRENT SURVEY CONTROL
 CP1696  ___________________________________________________________________
 CP1696* NAD 83(1986)-  32 02 00.     (N)    091 03 14.     (W)     SCALED    
 CP1696* NAVD 88     -        26.13   (+/-2cm)      85.7    (feet)  VERTCON   
 CP1696  ___________________________________________________________________
 CP1696  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1696  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1696
 CP1696.The horizontal coordinates were scaled from a topographic map and have
 CP1696.an estimated accuracy of +/- 6 seconds.
 CP1696
 CP1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1696.The vertical order pertains to the NGVD 29 superseded value.
 CP1696
 CP1696.The geoid height was determined by GEOID03.
 CP1696
 CP1696;                    North         East    Units  Estimated Accuracy
 CP1696;SPC MS W     -   281,070.      631,940.      MT  (+/- 180 meters Scaled)
 CP1696
 CP1696                          SUPERSEDED SURVEY CONTROL
 CP1696
 CP1696  NGVD 29 (??/??/92)   26.152  (m)           85.80   (f) ADJ UNCH    1 2
 CP1696
 CP1696.Superseded values are not recommended for survey control.
 CP1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1696.See file dsdata.txt to determine how the superseded data were derived.
 CP1696
 CP1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR837457(NAD 83)
 CP1696_MARKER: DB = BENCH MARK DISK
 CP1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1696_STAMPING: B 125 1938
 CP1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1696+STABILITY: SURFACE MOTION
 CP1696
 CP1696  HISTORY     - Date     Condition        Report By
 CP1696  HISTORY     - 1938     MONUMENTED       CGS
 CP1696
 CP1696                          STATION DESCRIPTION
 CP1696
 CP1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CP1696'IN GRAND GULF.
 CP1696'AT GRAND GULF, CLAIBORNE COUNTY, AT THE NORTHEAST SIDE OF A FORK IN
 CP1696'THE ROAD FROM BUFFALO LANDING (THE UPPER FORK LEADS TO INGLESIDE, THE
 CP1696'LOWER FORK TO PORT GIBSON), AT THE CORNER OF A VACANT LOT DIRECTLY
 CP1696'ACROSS THE STREET FROM THE CHARLES PIERCE STORE, 34.5 FEET NORTHWEST
 CP1696'OF THE CENTERLINE OF THE ROAD LEADING TO INGLESIDE, 20.5 FEET
 CP1696'NORTHEAST OF THE CENTERLINE OF THE ROAD FROM BUFFALO LANDING, 55.1
 CP1696'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE PIERCE STORE, AND 52.5
 CP1696'FEET NORTHEAST OF THE NORTHEAST CORNER.  A STANDARD DISK SET IN THE
 CP1696'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0033 ***********************************************************************
 DK0033  DESIGNATION -  B 126
 DK0033  PID         -  DK0033
 DK0033  STATE/COUNTY-  MS/LEFLORE
 DK0033  USGS QUAD   -  GREENWOOD (1982)
 DK0033
 DK0033                         *CURRENT SURVEY CONTROL
 DK0033  ___________________________________________________________________
 DK0033* NAD 83(1986)-  33 31 12.     (N)    090 12 55.     (W)     SCALED    
 DK0033* NAVD 88     -        40.672  (meters)     133.44   (feet)  ADJUSTED  
 DK0033  ___________________________________________________________________
 DK0033  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0033  DYNAMIC HT  -          40.630 (meters)     133.30  (feet)  COMP
 DK0033  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DK0033
 DK0033  VERT ORDER  -  FIRST     CLASS II
 DK0033
 DK0033.The horizontal coordinates were scaled from a topographic map and have
 DK0033.an estimated accuracy of +/- 6 seconds.
 DK0033
 DK0033.The orthometric height was determined by differential leveling
 DK0033.and adjusted in June 1991.
 DK0033
 DK0033.The geoid height was determined by GEOID03.
 DK0033
 DK0033.The dynamic height is computed by dividing the NAVD 88
 DK0033.geopotential number by the normal gravity value computed on the
 DK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0033.degrees latitude (g = 980.6199 gals.).
 DK0033
 DK0033.The modeled gravity was interpolated from observed gravity values.
 DK0033
 DK0033;                    North         East    Units  Estimated Accuracy
 DK0033;SPC MS W     -   445,720.      710,970.      MT  (+/- 180 meters Scaled)
 DK0033
 DK0033                          SUPERSEDED SURVEY CONTROL
 DK0033
 DK0033  NGVD 29 (??/??/??)   40.746  (m)          133.68   (f) ADJUSTED    1 2
 DK0033
 DK0033.Superseded values are not recommended for survey control.
 DK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0033.See file dsdata.txt to determine how the superseded data were derived.
 DK0033
 DK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT586124(NAD 83)
 DK0033_MARKER: DB = BENCH MARK DISK
 DK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0033_STAMPING: B 126 1939
 DK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0033+STABILITY: SURFACE MOTION
 DK0033
 DK0033  HISTORY     - Date     Condition        Report By
 DK0033  HISTORY     - 1939     MONUMENTED       CGS
 DK0033  HISTORY     - 1967     GOOD             MSHD
 DK0033  HISTORY     - 20080304 POOR             MSDOT
 DK0033
 DK0033                          STATION DESCRIPTION
 DK0033
 DK0033'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0033'0.95 MI NW FROM GREENWOOD.
 DK0033'THE MARK IS LOCATED APPROXIMATELY 2.1 MILES NORTHWEST OF THE
 DK0033'APPROXIMATE CENTER OF GREENWOOD NEAR THE NORTHWEST CORNER OF THE FENCE
 DK0033'AROUND A LARGE TWO STORY RED BRICK HOUSE ON THE SOUTH BANK OF THE
 DK0033'YAZOO RIVER, APPROXIMATELY 0.6 MILE WEST OF U.S. HIGHWAY 82 AND IS IN
 DK0033'THE SOUTHEAST 1/4 OF SECTION 8, T 19N, R 1E.  IT IS 22 FEET SOUTH OF
 DK0033'THE CENTER OF RIVER ROAD, 20 FEET EAST OF THE CENTER OF THE GRAVEL
 DK0033'ROAD, 54 FEET SOUTHEAST OF A POWER POLE WHERE THE WIRES FORM A T, 54
 DK0033'FEET EAST SOUTHEAST OF A 48 INCH PECAN, 5.5 FEET EAST OF THE NORTHWEST
 DK0033'CORNER OF A FENCE AROUND A LARGE TWO STORY BRICK HOUSE, 1 FOOT NORTH
 DK0033'OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.  TO REACH FROM THE
 DK0033'SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST
 DK0033'ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.
 DK0033'CONTINUE WEST ON STRONG AVENUE FOR 0.05 MILE TO THE INTERSECTION OF
 DK0033'TWELTH STREET.  TURN RIGHT (NORTH) AND CONTINUE ON TWELTH STREET FOR
 DK0033'0.05 MILE TO THE INTERSECTION OF RIVER ROAD. TURN LEFT (NORTHWEST) AND
 DK0033'CONTINUE ON RIVER ROAD FOR 0.6 MILE TO A NARROW SIDE ROAD AND THE MARK
 DK0033'ON THE LEFT AS DESCRIBED.
 DK0033
 DK0033                          STATION RECOVERY (2008)
 DK0033
 DK0033'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0033'THE MARK PROTUDES 1.0 FOOT FROM THE GROUND AND IS LOOSE. IT IS 25 FEET
 DK0033'EAST OF A BRICK GATE POST MARKED, MARCLARE, 2501 RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0452 ***********************************************************************
 EG0452  DESIGNATION -  B 128
 EG0452  PID         -  EG0452
 EG0452  STATE/COUNTY-  MS/CHICKASAW
 EG0452  USGS QUAD   -  SHANNON (1979)
 EG0452
 EG0452                         *CURRENT SURVEY CONTROL
 EG0452  ___________________________________________________________________
 EG0452* NAD 83(1986)-  34 02 48.     (N)    088 43 47.     (W)     SCALED    
 EG0452* NAVD 88     -        78.380  (meters)     257.15   (feet)  ADJUSTED  
 EG0452  ___________________________________________________________________
 EG0452  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0452  DYNAMIC HT  -          78.301 (meters)     256.89  (feet)  COMP
 EG0452  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 EG0452
 EG0452  VERT ORDER  -  FIRST     CLASS II
 EG0452
 EG0452.The horizontal coordinates were scaled from a topographic map and have
 EG0452.an estimated accuracy of +/- 6 seconds.
 EG0452
 EG0452.The orthometric height was determined by differential leveling
 EG0452.and adjusted in June 1991.
 EG0452
 EG0452.The geoid height was determined by GEOID03.
 EG0452
 EG0452.The dynamic height is computed by dividing the NAVD 88
 EG0452.geopotential number by the normal gravity value computed on the
 EG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0452.degrees latitude (g = 980.6199 gals.).
 EG0452
 EG0452.The modeled gravity was interpolated from observed gravity values.
 EG0452
 EG0452;                    North         East    Units  Estimated Accuracy
 EG0452;SPC MS E     -   504,130.      309,570.      MT  (+/- 180 meters Scaled)
 EG0452
 EG0452                          SUPERSEDED SURVEY CONTROL
 EG0452
 EG0452  NGVD 29 (??/??/92)   78.320  (m)          256.95   (f) ADJ UNCH    1 2
 EG0452
 EG0452.Superseded values are not recommended for survey control.
 EG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0452.See file dsdata.txt to determine how the superseded data were derived.
 EG0452
 EG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC403686(NAD 83)
 EG0452_MARKER: DB = BENCH MARK DISK
 EG0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0452_STAMPING: B 128 1939
 EG0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0452+STABILITY: SURFACE MOTION
 EG0452
 EG0452  HISTORY     - Date     Condition        Report By
 EG0452  HISTORY     - 1939     MONUMENTED       CGS
 EG0452  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0452  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0452
 EG0452                          STATION DESCRIPTION
 EG0452
 EG0452'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0452'3.8 MI N FROM OKOLONA.
 EG0452'2.9 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 EG0452'STATION AT OKOLONA, CHICKASAW COUNTY, ABOUT 1/4 MILE NORTH OF MILEPOST
 EG0452'264, AT A FARM-ROAD CROSSING, 65 FEET SOUTH OF THE CENTERLINE OF THE
 EG0452'FARM ROAD, 16 FEET EAST OF THE CENTERLINE OF THE TRACK, 1.5 FEET SOUTH
 EG0452'OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK
 EG0452'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 EG0452'GROUND.
 EG0452
 EG0452                          STATION RECOVERY (1983)
 EG0452
 EG0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0452'NOT RECOVERED, ACCESSIBLE BY RAILROAD TRACKS ONLY, LEVEL LINE
 EG0452'REROUTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0215 ***********************************************************************
 BV0215  DESIGNATION -  B 13
 BV0215  PID         -  BV0215
 BV0215  STATE/COUNTY-  MS/PERRY
 BV0215  USGS QUAD   -  BEAUMONT (1982)
 BV0215
 BV0215                         *CURRENT SURVEY CONTROL
 BV0215  ___________________________________________________________________
 BV0215* NAD 83(1986)-  31 10 43.     (N)    088 56 02.     (W)     SCALED    
 BV0215* NAVD 88     -        27.551  (meters)      90.39   (feet)  ADJUSTED  
 BV0215  ___________________________________________________________________
 BV0215  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BV0215  DYNAMIC HT  -          27.517 (meters)      90.28  (feet)  COMP
 BV0215  MODELED GRAV-     979,402.0   (mgal)                       NAVD 88
 BV0215
 BV0215  VERT ORDER  -  FIRST     CLASS II
 BV0215
 BV0215.The horizontal coordinates were scaled from a topographic map and have
 BV0215.an estimated accuracy of +/- 6 seconds.
 BV0215
 BV0215.The orthometric height was determined by differential leveling
 BV0215.and adjusted in May 1996.
 BV0215
 BV0215.The geoid height was determined by GEOID03.
 BV0215
 BV0215.The dynamic height is computed by dividing the NAVD 88
 BV0215.geopotential number by the normal gravity value computed on the
 BV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0215.degrees latitude (g = 980.6199 gals.).
 BV0215
 BV0215.The modeled gravity was interpolated from observed gravity values.
 BV0215
 BV0215;                    North         East    Units  Estimated Accuracy
 BV0215;SPC MS E     -   186,080.      290,420.      MT  (+/- 180 meters Scaled)
 BV0215
 BV0215                          SUPERSEDED SURVEY CONTROL
 BV0215
 BV0215  NGVD 29 (??/??/92)   27.582  (m)           90.49   (f) ADJ UNCH    1 2
 BV0215
 BV0215.Superseded values are not recommended for survey control.
 BV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0215.See file dsdata.txt to determine how the superseded data were derived.
 BV0215
 BV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV157510(NAD 83)
 BV0215_MARKER: DB = BENCH MARK DISK
 BV0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0215_SP_SET: CONCRETE POST
 BV0215_STAMPING: B 13 1934
 BV0215_MARK LOGO: CGS   
 BV0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0215+STABILITY: SURFACE MOTION
 BV0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0215+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1987
 BV0215
 BV0215  HISTORY     - Date     Condition        Report By
 BV0215  HISTORY     - 1934     MONUMENTED       CGS
 BV0215  HISTORY     - 1964     GOOD             MSHD
 BV0215  HISTORY     - 1976     POOR             MSHD
 BV0215  HISTORY     - 19870113 SEE DESCRIPTION  MSHD
 BV0215  HISTORY     - 20000713 POOR             NGS
 BV0215
 BV0215                          STATION DESCRIPTION
 BV0215
 BV0215'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0215'1.1 MI W FROM BEAUMONT.
 BV0215'FROM THE RAILWAY STATION IN BEAUMONT, GO WEST ON U.S. HIGHWAY 98 FOR
 BV0215'0.9 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTH FOR ABOUT 300
 BV0215'FT. TO A SIDE ROAD ON THE LEFT, TURN LEFT WEST PARALLEL TO RAILROAD
 BV0215'TRACK ON THE SOUTH SIDE AND GO 0.2 MILE TO THE MARK ON THE RIGHT.  A
 BV0215'STANDARD DISK IN A CONCRETE POST.
 BV0215
 BV0215                          STATION RECOVERY (1976)
 BV0215
 BV0215'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV0215'THE MARK IS LOCATED 1.1 MILES WEST-NORTHWEST OF BEAUMONT ON THE SOUTH
 BV0215'SIDE OF THE BONHOMIE AND HATTIESBURG SOUTHERN RAILROAD TRACK NEAR THE
 BV0215'CENTER OF SECTION 31,T 3 N, R 9 W. IT IS 102 FEET SOUTHEAST OF THE
 BV0215'SWITCH FOR THE SOUTH SIDE OF THE TRACK, 54 FEET NORTH OF THE CENTER
 BV0215'OF A GRAVELED ROAD, 26 FEET NORTH OF POLE NO. 688, WHICH IS ALSO
 BV0215'MILEPOST NO. 1, 22.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 BV0215'13.5 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 1 FOOT
 BV0215'EAST-SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A CONCRETE
 BV0215'POST AND PROJECTS 2 INCHES. TO REACH THE U.S. POST OFFICE IN BEAUMONT
 BV0215'GO WEST ON U.S. HIGHWAY 98 FOR 0.85 MILE TO A SIDE ROAD RIGHT LEADING
 BV0215'TO THE DELTA PINE PLYWOOD COMPANY. TURN RIGHT AND GO NORTH ON A BLACK
 BV0215'TOP ROAD FOR ABOUR 100 YARDS TO A SIDE ROAD LEFT JUST BEFORE REACHING
 BV0215'THE RAILROAD TRACK. TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 BV0215'MILE TO THE MARK ON THE RIGHT.
 BV0215
 BV0215                          STATION RECOVERY (1987)
 BV0215
 BV0215'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0215'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0215'MARK WAS FOUND TO BE LEANING SLIGHTLY TO THE SOUTH BUT WAS IN THIS
 BV0215'CONDITION WHEN IT WAS LEVELED TO IN 1976. MARK IS LOCATED 1.77 KM
 BV0215'(1.10 MI) NORTHWEST OF BEAUMONT ON THE SOUTHWEST R.O.W. OF THE I.C.G.
 BV0215'RAILROAD TRACK IN SECTON 31, T3N, R9W.  TO REACH FROM THE JUNCTION OF
 BV0215'STATE HIGWHAYS 15 AND U.S. HIGWHAY 98 IN BEAUMONT, GO NORTHWEST ON
 BV0215'U.S. HIGHWAY 98 FOR 1.45 KM (0.90 MI) TO A SIDE ROAD RIGHT, TURN RIGHT
 BV0215'AND GO NORTHEAST ON A PAVED ROAD FOR 0.08 KM (0.05 MI) TO A SIDE ROAD
 BV0215'LEFT JUST BEFORE REACHING THE RAILROAD TREACK, TURN LEFT AND GO
 BV0215'NORTHWEST ON A GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO THE MARK ON THE
 BV0215'RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST 0.05
 BV0215'M (0.2 FT)  BELOW THE GROUND.  IT IS 36.58 M (120.0 FT) NORTHWEST OF A
 BV0215'POWER POLE WITH A TRANSFORMER, 27.8 M (91.2 FT) NORTHEAST OF A FIRE
 BV0215'HYDRANT, 25.45 M (83.5 FT) NORTH NORTHEAST OF A POWER POLE WITH A
 BV0215'TRANSFORMER, 16.46 M (54.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD,
 BV0215'6.86 M (22.5 FT) SOUTH OF THE SOUTH RAIL, 4.66 M (15.3 FT) NORTH OF A
 BV0215'10 INCH OAK AND 0.30 M (1.0 FT) EAST SOUTHEAST OF A METAL WITNESS
 BV0215'POST.
 BV0215
 BV0215                          STATION RECOVERY (2000)
 BV0215
 BV0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0215'MARK LEANS TO THE EAST NOW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1345 ***********************************************************************
 BW1345  DESIGNATION -  B 130
 BW1345  PID         -  BW1345
 BW1345  STATE/COUNTY-  MS/ADAMS
 BW1345  USGS QUAD   -  FAIRVIEW (1983)
 BW1345
 BW1345                         *CURRENT SURVEY CONTROL
 BW1345  ___________________________________________________________________
 BW1345* NAD 83(1986)-  31 15 43.     (N)    091 32 02.     (W)     SCALED    
 BW1345* NAVD 88     -        18.92   (+/-2cm)      62.1    (feet)  VERTCON   
 BW1345  ___________________________________________________________________
 BW1345  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BW1345  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1345
 BW1345.The horizontal coordinates were scaled from a topographic map and have
 BW1345.an estimated accuracy of +/- 6 seconds.
 BW1345
 BW1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1345.The vertical order pertains to the NGVD 29 superseded value.
 BW1345
 BW1345.The geoid height was determined by GEOID03.
 BW1345
 BW1345;                    North         East    Units  Estimated Accuracy
 BW1345;SPC MS W     -   195,940.      585,660.      MT  (+/- 180 meters Scaled)
 BW1345
 BW1345                          SUPERSEDED SURVEY CONTROL
 BW1345
 BW1345  NGVD 29 (??/??/92)   18.906  (m)           62.03   (f) ADJ UNCH    1 2
 BW1345
 BW1345.Superseded values are not recommended for survey control.
 BW1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1345.See file dsdata.txt to determine how the superseded data were derived.
 BW1345
 BW1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ395595(NAD 83)
 BW1345_MARKER: DB = BENCH MARK DISK
 BW1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1345_STAMPING: B 130 1938
 BW1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1345+STABILITY: SURFACE MOTION
 BW1345
 BW1345  HISTORY     - Date     Condition        Report By
 BW1345  HISTORY     - 1938     MONUMENTED       CGS
 BW1345  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW1345  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1345
 BW1345                          STATION DESCRIPTION
 BW1345
 BW1345'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BW1345'12.5 MI N FROM FORT ADAMS.
 BW1345'IN ADAMS COUNTY, 12-1/2 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY,
 BW1345'ON THE EAST BANK OF MISSISSIPPI RIVER, 1 MILE UPSTREAM FROM CERRO
 BW1345'GORDO LANDING, 500 FEET BACK OF THE TOP BANK OF THE RIVER, 50 FEET
 BW1345'RIVERSIDE OF A CONTROL LINE, UPSTREAM FROM A BLAZED 14-INCH SYCAMORE
 BW1345'TREE, AND WEST OF A BLAZED 8-INCH SYCAMORE TREE.  A STANDARD DISK SET
 BW1345'IN THE TOP OF A CONCRETE POST.
 BW1345
 BW1345                          STATION RECOVERY (1979)
 BW1345
 BW1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0277 ***********************************************************************
 EH0277  DESIGNATION -  B 133
 EH0277  PID         -  EH0277
 EH0277  STATE/COUNTY-  MS/QUITMAN
 EH0277  USGS QUAD   -  VANCE (1967)
 EH0277
 EH0277                         *CURRENT SURVEY CONTROL
 EH0277  ___________________________________________________________________
 EH0277* NAD 83(1986)-  34 05 58.     (N)    090 20 11.     (W)     SCALED    
 EH0277* NAVD 88     -        47.678  (meters)     156.42   (feet)  ADJUSTED  
 EH0277  ___________________________________________________________________
 EH0277  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EH0277  DYNAMIC HT  -          47.632 (meters)     156.27  (feet)  COMP
 EH0277  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 EH0277
 EH0277  VERT ORDER  -  FIRST     CLASS II
 EH0277
 EH0277.The horizontal coordinates were scaled from a topographic map and have
 EH0277.an estimated accuracy of +/- 6 seconds.
 EH0277
 EH0277.The orthometric height was determined by differential leveling
 EH0277.and adjusted in June 1991.
 EH0277
 EH0277.The geoid height was determined by GEOID03.
 EH0277
 EH0277.The dynamic height is computed by dividing the NAVD 88
 EH0277.geopotential number by the normal gravity value computed on the
 EH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0277.degrees latitude (g = 980.6199 gals.).
 EH0277
 EH0277.The modeled gravity was interpolated from observed gravity values.
 EH0277
 EH0277;                    North         East    Units  Estimated Accuracy
 EH0277;SPC MS W     -   509,980.      699,720.      MT  (+/- 180 meters Scaled)
 EH0277
 EH0277                          SUPERSEDED SURVEY CONTROL
 EH0277
 EH0277  NGVD 29 (??/??/??)   47.714  (m)          156.54   (f) ADJUSTED    1 2
 EH0277
 EH0277.Superseded values are not recommended for survey control.
 EH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0277.See file dsdata.txt to determine how the superseded data were derived.
 EH0277
 EH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT457763(NAD 83)
 EH0277_MARKER: DB = BENCH MARK DISK
 EH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0277_STAMPING: B-133 1939
 EH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0277+STABILITY: SURFACE MOTION
 EH0277
 EH0277  HISTORY     - Date     Condition        Report By
 EH0277  HISTORY     - 1939     MONUMENTED       CGS
 EH0277  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0277  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EH0277  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0277
 EH0277                          STATION DESCRIPTION
 EH0277
 EH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0277'1.9 MI NE FROM VANCE.
 EH0277'7 RAILS SOUTH OF MP M-79/J-151, 17 FEET NORTH OF LANE CROSSING, 12
 EH0277'FEET WEST OF CENTERLINE OF ICRR TRACK.  54 FEET EAST OF CENTERLINE OF
 EH0277'GRAVEL ROAD.  NOTE-- TRACKS HAVE BEEN REMOVED.
 EH0277'DESCRIPTION NO LONGER EXISTS.  THE ROAD BED HAS BEEN LEVELED INTO
 EH0277'A FIELD.
 EH0277
 EH0277                          STATION RECOVERY (1967)
 EH0277
 EH0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0277'MARK NOT FOUND.
 EH0277
 EH0277                          STATION RECOVERY (1977)
 EH0277
 EH0277'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0277'MARK NOT FOUND.
 EH0277
 EH0277                          STATION RECOVERY (2008)
 EH0277
 EH0277'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0999 ***********************************************************************
 BH0999  CBN         -  This is a Cooperative Base Network Control Station.
 BH0999  DESIGNATION -  B 135
 BH0999  PID         -  BH0999
 BH0999  STATE/COUNTY-  MS/HARRISON
 BH0999  USGS QUAD   -  VIDALIA (1976)
 BH0999
 BH0999                         *CURRENT SURVEY CONTROL
 BH0999  ___________________________________________________________________
 BH0999* NAD 83(2007)-  30 22 53.31416(N)    089 17 13.39844(W)     ADJUSTED  
 BH0999* NAVD 88     -         8.4    (meters)      28.     (feet)  GPS OBS   
 BH0999  ___________________________________________________________________
 BH0999  EPOCH DATE  -        2002.00
 BH0999  X           -      68,522.802 (meters)                     COMP
 BH0999  Y           -  -5,506,547.359 (meters)                     COMP
 BH0999  Z           -   3,206,916.399 (meters)                     COMP
 BH0999  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 BH0999  ELLIP HEIGHT-         -19.465 (meters)          (02/10/07) ADJUSTED
 BH0999  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH0999
 BH0999  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH0999  Type    PID    Designation                      North   East  Ellip
 BH0999  -------------------------------------------------------------------
 BH0999  NETWORK BH0999 B 135                             0.96   1.00   4.27
 BH0999  -------------------------------------------------------------------
 BH0999
 BH0999.The horizontal coordinates were established by GPS observations
 BH0999.and adjusted by the National Geodetic Survey in February 2007.
 BH0999
 BH0999.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH0999.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH0999.The horizontal coordinates are valid at the epoch date displayed above.
 BH0999.The epoch date for horizontal control is a decimal equivalence
 BH0999.of Year/Month/Day.
 BH0999
 BH0999.The orthometric height was determined by GPS observations and a
 BH0999.high-resolution geoid model.
 BH0999
 BH0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0999
 BH0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0999
 BH0999.The ellipsoidal height was determined by GPS observations
 BH0999.and is referenced to NAD 83.
 BH0999
 BH0999.The geoid height was determined by GEOID03.
 BH0999
 BH0999;                    North         East     Units Scale Factor Converg.
 BH0999;SPC MS E     -    97,795.355   256,392.434   MT  0.99997345   -0 13 46.1
 BH0999;SPC MS E     -   320,850.26    841,180.84   sFT  0.99997345   -0 13 46.1
 BH0999;UTM  16      - 3,363,276.246   280,238.645   MT  1.00019584   -1 09 25.8
 BH0999
 BH0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0999!SPC MS E     -   1.00000306  x   0.99997345  =   0.99997651
 BH0999!UTM  16      -   1.00000306  x   1.00019584  =   1.00019890
 BH0999
 BH0999                          SUPERSEDED SURVEY CONTROL
 BH0999
 BH0999  ELLIP H (04/15/02)  -19.458  (m)                       GP(       ) 4 2
 BH0999  NAD 83(1993)-  30 22 53.31402(N)    089 17 13.39836(W) AD(       ) B
 BH0999  ELLIP H (02/15/02)  -19.464  (m)                       GP(       ) 4 1
 BH0999  NGVD 29 (??/??/??)    8.412  (m)           27.60   (f) ADJUSTED    2 0
 BH0999
 BH0999.Superseded values are not recommended for survey control.
 BH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0999.See file dsdata.txt to determine how the superseded data were derived.
 BH0999
 BH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8023963276(NAD 83)
 BH0999_MARKER: DB = BENCH MARK DISK
 BH0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0999_STAMPING: B 135 1943
 BH0999_MARK LOGO: CGS   
 BH0999_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 BH0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0999+STABILITY: SURFACE MOTION
 BH0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0999+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BH0999
 BH0999  HISTORY     - Date     Condition        Report By
 BH0999  HISTORY     - 1943     MONUMENTED       CGS
 BH0999  HISTORY     - 1972     GOOD             MSHD
 BH0999  HISTORY     - 20000301 GOOD             NGS
 BH0999
 BH0999                          STATION DESCRIPTION
 BH0999
 BH0999'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0999'5 MI NW FROM PASS CHRISTIAN.
 BH0999'THE MARK IS LOCATED 5 MILES NORTHWEST OF PASS CHRISTIAN, 1.2 MILES
 BH0999'WEST OF THE COMMUNITY OF DE LISLE AND ON THE LAWN OF MR. LAWRENCE
 BH0999'LIZANA.  IT IS 28 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 61
 BH0999'FEET EAST OF THE CENTER OF A DRIVEWAY THROUGH A GATE, 77 FEET WEST OF
 BH0999'THE CENTER OF ANOTHER DRIVEWAY, 113 FEET WEST OF POWER POLE NO 143, 86
 BH0999'FEET WEST OF A FENCE CORNER, 26 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 BH0999'CORNER OF A FRAME HOUSE, 2.5 FEET EAST OF THE PROJECTED PLANE OF THE
 BH0999'WEST WALL OF THE HOUSE, 24.5 FEET SOUTHEAST OF A 48 INCH LIVE OAK, 13
 BH0999'FEET WEST OF THE WEDGE OF A WALK, 5.5 FEET NORTH OF A CYCLONE FENCE
 BH0999'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BH0999'ROAD AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE GULF NATIONAL
 BH0999'BANK JUST EAST OF THE POST OFFICE IN PASS CHRISTIAN GO NORTH ON
 BH0999'HENDERSON AVENUE FOR 5.1 MILES TO THE CROSSROAD AT DE LISLE. TURN LEFT
 BH0999'AND GO WEST ON A BLACK TOP ROAD FOR 1.2 MILES TO THE MARK ON THE
 BH0999'RIGHT.
 BH0999
 BH0999                          STATION RECOVERY (2000)
 BH0999
 BH0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0999'THE STATION IS ABOUT 6 MILES (9.7 KM) NORTHEAST OF BAY ST LOUIS, MS.
 BH0999'TO REACH THE STATION FROM THE I-10 INTERCHANGE NO.  20, DRIVE EASTWARD
 BH0999'ON KILN-DELISLE ROAD FOR ABOUT 1.9 MILES (3.1 KM) TO THE MARK ON THE
 BH0999'LEFT (NORTH) , IN A VACANT LOT BEHIND A SHORT CHAIN LINK FENCE.  THE
 BH0999'MARK IS 28 FT (8.5 M) NORTH OF THE CENTER OF KILN-DELISLE RD., 61 FT
 BH0999'(18.6 M) EAST OF A DRIVEWAY, 77 FT (23.5 M) WEST OF ANOTHER DRIVEWAY,
 BH0999'113 FT (34.4 M) WEST OF POWER POLE NO. 143, 86 FT (26.2 M) WEST OF THE
 BH0999'END OF THE FENCE, 13 FT (4.0 M) WEST OF THE WEST EDGE OF A CONC.  WALK
 BH0999'THAT RUNS ORTHOGONAL TO THE STREET AND THROUGH THE FENCE, 5.5 FT (1.7
 BH0999'M) NORTH OF THE FENCE, AND 5.5 FT (1.7 M) NORTH OF AN ORANGE WITNESS
 BH0999'POST SET AGAINST THE FENCE.  THE MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1021 ***********************************************************************
 BH1021  DESIGNATION -  B 137
 BH1021  PID         -  BH1021
 BH1021  STATE/COUNTY-  MS/HANCOCK
 BH1021  USGS QUAD   -  KILN (1976)
 BH1021
 BH1021                         *CURRENT SURVEY CONTROL
 BH1021  ___________________________________________________________________
 BH1021* NAD 83(1986)-  30 27 27.     (N)    089 29 24.     (W)     SCALED    
 BH1021* NAVD 88     -        21.16   (+/-2cm)      69.4    (feet)  VERTCON   
 BH1021  ___________________________________________________________________
 BH1021  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BH1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1021
 BH1021.The horizontal coordinates were scaled from a topographic map and have
 BH1021.an estimated accuracy of +/- 6 seconds.
 BH1021
 BH1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1021.The vertical order pertains to the NGVD 29 superseded value.
 BH1021
 BH1021.The geoid height was determined by GEOID03.
 BH1021
 BH1021;                    North         East    Units  Estimated Accuracy
 BH1021;SPC MS E     -   106,320.      236,940.      MT  (+/- 180 meters Scaled)
 BH1021
 BH1021                          SUPERSEDED SURVEY CONTROL
 BH1021
 BH1021  NGVD 29 (??/??/??)   21.225  (m)           69.64   (f) ADJUSTED    2 0
 BH1021
 BH1021.Superseded values are not recommended for survey control.
 BH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1021.See file dsdata.txt to determine how the superseded data were derived.
 BH1021
 BH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU609721(NAD 83)
 BH1021_MARKER: DB = BENCH MARK DISK
 BH1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1021_STAMPING: B 137 1943
 BH1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1021+STABILITY: SURFACE MOTION
 BH1021
 BH1021  HISTORY     - Date     Condition        Report By
 BH1021  HISTORY     - 1943     MONUMENTED       CGS
 BH1021  HISTORY     - 1972     POOR             MSHD
 BH1021  HISTORY     - 19930311 MARK NOT FOUND   NGS
 BH1021
 BH1021                          STATION DESCRIPTION
 BH1021
 BH1021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1021'4.6 MI NW FROM KILN.
 BH1021'THE MARK WAS FOUND TO BE LOOSE IN THE HOLE AND SHOULD BE USED WITH
 BH1021'CAUTION.  THE MARK IS LOCATED 4.6 MILES NORTHWEST OF KILN IN THE
 BH1021'SOUTHEAST ANGLE OF A JUNCTION IN THE NORTHWEST 1/4 OF SECTION 10, T
 BH1021'7S, R 15W.  IT IS 33 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD,
 BH1021'28 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 3 FEET SOUTHEAST
 BH1021'OF A POST WITH A DUMPING PIT SIGN, 1 FOOT SOUTHEAST OF A METAL WITNESS
 BH1021'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH
 BH1021'THE ROAD AND PROJECTS 12 INCHES.  TO REACH FROM THE U.S. POST OFFICE
 BH1021'IN KILN GO EAST AND NORTH ON STATE HIGHWAY 603 AND 43 FOR 0.6 MILES TO
 BH1021'A CROSSROAD.  TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 6.05 MILES
 BH1021'TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 BH1021
 BH1021                          STATION RECOVERY (1993)
 BH1021
 BH1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1021'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1296 ***********************************************************************
 BH1296  DESIGNATION -  B 140
 BH1296  PID         -  BH1296
 BH1296  STATE/COUNTY-  MS/PEARL RIVER
 BH1296  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1296
 BH1296                         *CURRENT SURVEY CONTROL
 BH1296  ___________________________________________________________________
 BH1296* NAD 83(1986)-  30 48 48.     (N)    089 46 32.     (W)     SCALED    
 BH1296* NAVD 88     -        27.45   (+/-2cm)      90.1    (feet)  VERTCON   
 BH1296  ___________________________________________________________________
 BH1296  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BH1296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1296
 BH1296.The horizontal coordinates were scaled from a topographic map and have
 BH1296.an estimated accuracy of +/- 6 seconds.
 BH1296
 BH1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1296.The vertical order pertains to the NGVD 29 superseded value.
 BH1296
 BH1296.The geoid height was determined by GEOID03.
 BH1296
 BH1296;                    North         East    Units  Estimated Accuracy
 BH1296;SPC MS E     -   145,960.      209,840.      MT  (+/- 180 meters Scaled)
 BH1296
 BH1296                          SUPERSEDED SURVEY CONTROL
 BH1296
 BH1296  NGVD 29 (??/??/??)   27.528  (m)           90.31   (f) ADJUSTED    2 0
 BH1296
 BH1296.Superseded values are not recommended for survey control.
 BH1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1296.See file dsdata.txt to determine how the superseded data were derived.
 BH1296
 BH1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV344122(NAD 83)
 BH1296_MARKER: DB = BENCH MARK DISK
 BH1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1296_STAMPING: B 140 1943
 BH1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1296+STABILITY: SURFACE MOTION
 BH1296
 BH1296  HISTORY     - Date     Condition        Report By
 BH1296  HISTORY     - 1943     MONUMENTED       CGS
 BH1296  HISTORY     - 1971     GOOD             MSHD
 BH1296
 BH1296                          STATION DESCRIPTION
 BH1296
 BH1296'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1296'14.3 MI WSW FROM POPLARVILLE.
 BH1296'THE MARK IS LOCATED 14.3 MILES WEST-SOUTHWEST OF POPLARVILLE, 1.8
 BH1296'MILES NORTH OF THE COMMUNITY OF CROSSROADS AT THE SOUTH END OF A CURVE
 BH1296'ACROSS THE HIGHWAY FROM A CULTIVATED FIELD ON THE EAST SIDE OF AN
 BH1296'ABANDONED GRAVEL PIT AND JUST NORTH OF A TWO GRAVE PRIVATE CEMETERY OF
 BH1296'JOSEPH AND ELIZABETH WHEAT.  IT IS 31.5 FEET WEST OF THE CENTER OF
 BH1296'HIGHWAY 43, 13 FEET EAST OF THE EDGE OF A PIT, 10.5 FEET NORTH OF THE
 BH1296'NORTHWEST CORNER OF THE HEADSTONE OF JOSEPH AND ELIZABETH WHEAT, 15
 BH1296'FEET NORTH OF A 20 INCH CEDAR, 10 FEET NORTHWEST OF A 14 INCH CEDAR, 1
 BH1296'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 BH1296'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 BH1296'6 INCHES.  TO REACH FROM THE PEARL RIVER COUNTY COURTHOUSE IN PICAYUNE
 BH1296'GO NORTH ON STATE HIGHWAY 26 FOR 1/2 BLOCK TO AN INTERSECTION. TURN
 BH1296'LEFT AND CONTINUE WEST OF HIGHWAY 26 FOR 0.45 MILES TO THE
 BH1296'INTERSECTION OF U.S. HIGHWAY 11.  CONTINUE WEST ON HIGHWAY 26 FOR 14.7
 BH1296'MILES TO THE INTERSECTION OF STATE HIGHWAY 43. TURN RIGHT AND CONTINUE
 BH1296'NORTH ON HIGHWAY 43 FOR 1.85 MILES TO THE CEMETERY AND THE MARK IS ON
 BH1296'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0679 ***********************************************************************
 BH0679  DESIGNATION -  B 141
 BH0679  PID         -  BH0679
 BH0679  STATE/COUNTY-  MS/STONE
 BH0679  USGS QUAD   -  BOND POND (1983)
 BH0679
 BH0679                         *CURRENT SURVEY CONTROL
 BH0679  ___________________________________________________________________
 BH0679* NAD 83(1986)-  30 52 39.     (N)    089 07 00.     (W)     SCALED    
 BH0679* NAVD 88     -        86.25   (+/-2cm)     283.0    (feet)  VERTCON   
 BH0679  ___________________________________________________________________
 BH0679  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0679
 BH0679.The horizontal coordinates were scaled from a topographic map and have
 BH0679.an estimated accuracy of +/- 6 seconds.
 BH0679
 BH0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0679.The vertical order pertains to the NGVD 29 superseded value.
 BH0679
 BH0679.The geoid height was determined by GEOID03.
 BH0679
 BH0679;                    North         East    Units  Estimated Accuracy
 BH0679;SPC MS E     -   152,730.      272,910.      MT  (+/- 180 meters Scaled)
 BH0679
 BH0679                          SUPERSEDED SURVEY CONTROL
 BH0679
 BH0679  NGVD 29 (??/??/??)   86.261  (m)          283.01   (f) ADJUSTED    2 0
 BH0679
 BH0679.Superseded values are not recommended for survey control.
 BH0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0679.See file dsdata.txt to determine how the superseded data were derived.
 BH0679
 BH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV976179(NAD 83)
 BH0679_MARKER: DB = BENCH MARK DISK
 BH0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0679+STABILITY: SURFACE MOTION
 BH0679
 BH0679  HISTORY     - Date     Condition        Report By
 BH0679  HISTORY     - UNK      MONUMENTED       CGS
 BH0679  HISTORY     - 1972     GOOD             MSHD
 BH0679
 BH0679                          STATION DESCRIPTION
 BH0679
 BH0679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0679'1.9 MI NE FROM WIGGINS.
 BH0679'THE MARK IS LOCATED 1.9 MILES NORTHEAST OF WIGGINS IN THE NORTHEAST
 BH0679'ANGLE OF A JUNCTION IN THE NORTHWEST 1/4 OF SECTION 17, T 2S, R 11W.
 BH0679'IT IS 79 FEET EAST OF THE CENTER OF HIGHWAY 29, 32 FEET NORTH OF THE
 BH0679'CENTER OF A BLACK TOP ROAD, 6 FEET NORTH-NORTHEAST OF POLE NO 28, 5.5
 BH0679'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT EAST OF A METAL WITNESS POST
 BH0679'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 7 FEET ABOVE THE
 BH0679'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE
 BH0679'BANK OF WIGGINS IN WIGGINS GO EAST ON PINE AVENUE FOR 0.3 MILES TO THE
 BH0679'INTERSECTION OF FOURTH STREET.  TURN LEFT AND GO NORTH ON FOURTH
 BH0679'STREET FOR 0.25 MILES TO THE JUNCTION OF STATE HIGHWAY 29 JUST BEYOND
 BH0679'HATTEN AVENUE.  CONTINUE NORTHEAST ON STATE HIGHWAY 29 FOR 1.5 MILES
 BH0679'TO A SIDE ROAD AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0788 ***********************************************************************
 BV0788  DESIGNATION -  B 142 RESET 1959
 BV0788  PID         -  BV0788
 BV0788  STATE/COUNTY-  MS/PERRY
 BV0788  USGS QUAD   -  NEW AUGUSTA (1983)
 BV0788
 BV0788                         *CURRENT SURVEY CONTROL
 BV0788  ___________________________________________________________________
 BV0788* NAD 83(1986)-  31 11 00.     (N)    089 02 12.     (W)     SCALED    
 BV0788* NAVD 88     -        70.46   (+/-2cm)     231.2    (feet)  VERTCON   
 BV0788  ___________________________________________________________________
 BV0788  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BV0788  VERT ORDER  -  THIRD (See Below)
 BV0788
 BV0788.The horizontal coordinates were scaled from a topographic map and have
 BV0788.an estimated accuracy of +/- 6 seconds.
 BV0788
 BV0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0788.The vertical order pertains to the NGVD 29 superseded value.
 BV0788
 BV0788.The geoid height was determined by GEOID03.
 BV0788
 BV0788;                    North         East    Units  Estimated Accuracy
 BV0788;SPC MS E     -   186,620.      280,620.      MT  (+/- 180 meters Scaled)
 BV0788
 BV0788                          SUPERSEDED SURVEY CONTROL
 BV0788
 BV0788  NGVD 29 (08/12/04)   70.47   (m)          231.2    (f) RESET       3  
 BV0788
 BV0788.Superseded values are not recommended for survey control.
 BV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0788.See file dsdata.txt to determine how the superseded data were derived.
 BV0788
 BV0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV059517(NAD 83)
 BV0788_MARKER: DB = BENCH MARK DISK
 BV0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0788_STAMPING: B 142 RESET 1959
 BV0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0788+STABILITY: SURFACE MOTION
 BV0788
 BV0788  HISTORY     - Date     Condition        Report By
 BV0788  HISTORY     - 1959     MONUMENTED       CGS
 BV0788
 BV0788                          STATION DESCRIPTION
 BV0788
 BV0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BV0788'1.35 MI S FROM NEW AUGUSTA.
 BV0788'LOCATED 1.35 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE IN
 BV0788'NEW AUGUSTA, 0.15 MILE SOUTHWEST OF A CEMETERY, IN THE SOUTHWEST ANGLE
 BV0788'OF THE JUNCTION WITH A PRIVATE ROAD LEADING WEST WHICH IS ABOUT 75
 BV0788'YARDS SOUTHWEST OF THE JUNCTION WITH THE OLD ROAD LEADING NORTHEAST TO
 BV0788'THE CEMETERY.  IT IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32
 BV0788'FEET SOUTH OF THE CENTER OF THE PRIVATE ROAD LEADING WEST AND 1 FOOT
 BV0788'WEST OF A METAL WITNESS POST BEARING A WHITE SIGN, AND SET IN THE TOP
 BV0788'OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0501 ***********************************************************************
 BH0501  DESIGNATION -  B 143
 BH0501  PID         -  BH0501
 BH0501  STATE/COUNTY-  MS/PERRY
 BH0501  USGS QUAD   -  AVENT (1982)
 BH0501
 BH0501                         *CURRENT SURVEY CONTROL
 BH0501  ___________________________________________________________________
 BH0501* NAD 83(1986)-  30 59 35.     (N)    088 51 20.     (W)     SCALED    
 BH0501* NAVD 88     -        37.09   (+/-2cm)     121.7    (feet)  VERTCON   
 BH0501  ___________________________________________________________________
 BH0501  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0501
 BH0501.The horizontal coordinates were scaled from a topographic map and have
 BH0501.an estimated accuracy of +/- 6 seconds.
 BH0501
 BH0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0501.The vertical order pertains to the NGVD 29 superseded value.
 BH0501
 BH0501.The geoid height was determined by GEOID03.
 BH0501
 BH0501;                    North         East    Units  Estimated Accuracy
 BH0501;SPC MS E     -   165,510.      297,880.      MT  (+/- 180 meters Scaled)
 BH0501
 BH0501                          SUPERSEDED SURVEY CONTROL
 BH0501
 BH0501  NGVD 29 (??/??/??)   37.095  (m)          121.70   (f) ADJUSTED    2 0
 BH0501
 BH0501.Superseded values are not recommended for survey control.
 BH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0501.See file dsdata.txt to determine how the superseded data were derived.
 BH0501
 BH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV228303(NAD 83)
 BH0501_MARKER: DB = BENCH MARK DISK
 BH0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0501_STAMPING: B 143 1943
 BH0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0501+STABILITY: SURFACE MOTION
 BH0501
 BH0501  HISTORY     - Date     Condition        Report By
 BH0501  HISTORY     - 1943     MONUMENTED       CGS
 BH0501  HISTORY     - 1958     GOOD             CGS
 BH0501
 BH0501                          STATION DESCRIPTION
 BH0501
 BH0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0501'4.7 MI SW FROM LEAF.
 BH0501'LOCATED 4.7 MILES SOUTHWEST ALONG DESOTA NATIONAL FOREST ROAD NO. 309
 BH0501'FROM THE POST OFFICE IN LEAF, 1.1 MILES SOUTHWEST OF THE LEAF LOOKOUT
 BH0501'TOWER, 0.4 MILE NORTHEAST OF THE BRIDGE OVER WHISKEY CREEK, ON THE
 BH0501'WEST SLOPE OF A SHARPE HILL WITH LOW LEVEL LAND TO THE SOUTHWEST.  IT
 BH0501'IS 24 FEET NORTHWEST OF THE CENTER OF THE ROAD, 18 FEET NORTH-NORTH
 BH0501'EAST OF A TELEPHONE POLE, 9 FEET SOUTHEAST OF A DRAINAGE DITCH FOR THE
 BH0501'ROAD, AND 56 FEET SOUTHWEST OF A POWER POLE ACROSS THE ROAD.  IT IS A
 BH0501'STANDARD DISK SET IN THE TOP OF A 6-INCH CONCRETE POST PROJECTING 4
 BH0501'INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0823 ***********************************************************************
 BH0823  DESIGNATION -  B 144
 BH0823  PID         -  BH0823
 BH0823  STATE/COUNTY-  MS/HARRISON
 BH0823  USGS QUAD   -  AIREY (1982)
 BH0823
 BH0823                         *CURRENT SURVEY CONTROL
 BH0823  ___________________________________________________________________
 BH0823* NAD 83(1986)-  30 38 22.     (N)    089 06 40.     (W)     SCALED    
 BH0823* NAVD 88     -        27.93   (+/-2cm)      91.6    (feet)  VERTCON   
 BH0823  ___________________________________________________________________
 BH0823  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0823
 BH0823.The horizontal coordinates were scaled from a topographic map and have
 BH0823.an estimated accuracy of +/- 6 seconds.
 BH0823
 BH0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0823.The vertical order pertains to the NGVD 29 superseded value.
 BH0823
 BH0823.The geoid height was determined by GEOID03.
 BH0823
 BH0823;                    North         East    Units  Estimated Accuracy
 BH0823;SPC MS E     -   126,340.      273,370.      MT  (+/- 180 meters Scaled)
 BH0823
 BH0823                          SUPERSEDED SURVEY CONTROL
 BH0823
 BH0823  NGVD 29 (??/??/??)   27.934  (m)           91.65   (f) ADJUSTED    2 0
 BH0823
 BH0823.Superseded values are not recommended for survey control.
 BH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0823.See file dsdata.txt to determine how the superseded data were derived.
 BH0823
 BH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU976915(NAD 83)
 BH0823_MARKER: DB = BENCH MARK DISK
 BH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0823_STAMPING: B 144 1943
 BH0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0823+STABILITY: SURFACE MOTION
 BH0823
 BH0823  HISTORY     - Date     Condition        Report By
 BH0823  HISTORY     - 1943     MONUMENTED       CGS
 BH0823  HISTORY     - 1972     GOOD             MSHD
 BH0823  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH0823
 BH0823                          STATION DESCRIPTION
 BH0823
 BH0823'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0823'1.6 MI E FROM SAUCIER.
 BH0823'THE MARK IS LOCATED 1.6 MILES EAST OF SAUCIER, 18.9 MILES NORTH OF
 BH0823'GULFPORT, 0.15 MILES WEST OF A SAW MILL, 475 FEET SOUTHWEST ALONG THE
 BH0823'HIGHWAY FROM THE SOUTHWEST END OF A WOODEN BRIDGE OVER WEST CREEK NEAR
 BH0823'THE CENTER OF SECTION 5, T 5S, R 11W.  IT IS 93 FEET SOUTHEAST OF THE
 BH0823'CENTER OF HIGHWAY 67, 137.5 FEET SOUTHEAST OF POLE NO 29, 30 FEET
 BH0823'SOUTHEAST OF THE CENTER OF AN OLD ROAD BED, 12 FEET SOUTH OF A 5 INCH
 BH0823'GUM, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 6
 BH0823'INCH SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 BH0823'AND PROJECTS 4 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49
 BH0823'AND STATE HIGHWAY 67 JUST SOUTH OF THE SCHOOL AT SAUCIER GO EAST ON
 BH0823'STATE HIGHWAY 67 FOR 1.6 MILES TO THE MARK ON THE RIGHT.
 BH0823
 BH0823                          STATION RECOVERY (1980)
 BH0823
 BH0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0572 ***********************************************************************
 BH0572  DESIGNATION -  B 145
 BH0572  PID         -  BH0572
 BH0572  STATE/COUNTY-  MS/HARRISON
 BH0572  USGS QUAD   -  WHITE PLAINS (1982)
 BH0572
 BH0572                         *CURRENT SURVEY CONTROL
 BH0572  ___________________________________________________________________
 BH0572* NAD 83(1986)-  30 31 25.     (N)    088 57 53.     (W)     SCALED    
 BH0572* NAVD 88     -        40.65   (+/-2cm)     133.4    (feet)  VERTCON   
 BH0572  ___________________________________________________________________
 BH0572  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0572
 BH0572.The horizontal coordinates were scaled from a topographic map and have
 BH0572.an estimated accuracy of +/- 6 seconds.
 BH0572
 BH0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0572.The vertical order pertains to the NGVD 29 superseded value.
 BH0572
 BH0572.The geoid height was determined by GEOID03.
 BH0572
 BH0572;                    North         East    Units  Estimated Accuracy
 BH0572;SPC MS E     -   113,470.      287,390.      MT  (+/- 180 meters Scaled)
 BH0572
 BH0572                          SUPERSEDED SURVEY CONTROL
 BH0572
 BH0572  NGVD 29 (??/??/??)   40.626  (m)          133.29   (f) ADJUSTED    2 0
 BH0572
 BH0572.Superseded values are not recommended for survey control.
 BH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0572.See file dsdata.txt to determine how the superseded data were derived.
 BH0572
 BH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU114784(NAD 83)
 BH0572_MARKER: DB = BENCH MARK DISK
 BH0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0572_STAMPING: B 145 1943
 BH0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0572+STABILITY: SURFACE MOTION
 BH0572
 BH0572  HISTORY     - Date     Condition        Report By
 BH0572  HISTORY     - 1943     MONUMENTED       CGS
 BH0572  HISTORY     - 1972     GOOD             MSHD
 BH0572  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0572
 BH0572                          STATION DESCRIPTION
 BH0572
 BH0572'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0572'9.6 MI NW FROM BILOXI.
 BH0572'THE MARK IS LOCATED 9.6 MILES NORTHWEST OF BILOXI IN THE EAST ANGLE OF
 BH0572'A JUNCTION IN THE NORTHWEST 1/4 OF SECTION 14, T 6S, R 10W.  IT IS 45
 BH0572'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 37 FEET EAST-SOUTHEAST
 BH0572'OF THE CENTER OF A GRAVELED ROAD, 74 FEET NORTHEAST OF A STOP SIGN, 84
 BH0572'FEET EAST OF A FIRING RANGE SIGN, 1 FOOT NORTHEAST OF A METAL WITNESS
 BH0572'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 BH0572'ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES.  TO REACH FROM THE
 BH0572'BRIDGE OVER I-10 ABOUT 4 MILES NORTH OF BILOXI GO NORTH ON STATE
 BH0572'HIGHWAY 67 AND 15 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 15.
 BH0572'CONTINUE WEST AND NORTH WEST ON STATE HIGHWAY 67 FOR 5.8 MILES TO A
 BH0572'CROSSROAD.  TURN RIGHT AND GO EAST ON A BLACK TOP ROAD FOR 0.9 MILES
 BH0572'TO A FORK AND THE MARK STRAIGHT AHEAD.
 BH0572
 BH0572                          STATION RECOVERY (1979)
 BH0572
 BH0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0589 ***********************************************************************
 BH0589  DESIGNATION -  B 146
 BH0589  PID         -  BH0589
 BH0589  STATE/COUNTY-  MS/STONE
 BH0589  USGS QUAD   -  BEATRICE (1982)
 BH0589
 BH0589                         *CURRENT SURVEY CONTROL
 BH0589  ___________________________________________________________________
 BH0589* NAD 83(1986)-  30 41 45.     (N)    088 57 45.     (W)     SCALED    
 BH0589* NAVD 88     -        47.14   (+/-2cm)     154.7    (feet)  VERTCON   
 BH0589  ___________________________________________________________________
 BH0589  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0589
 BH0589.The horizontal coordinates were scaled from a topographic map and have
 BH0589.an estimated accuracy of +/- 6 seconds.
 BH0589
 BH0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0589.The vertical order pertains to the NGVD 29 superseded value.
 BH0589
 BH0589.The geoid height was determined by GEOID03.
 BH0589
 BH0589;                    North         East    Units  Estimated Accuracy
 BH0589;SPC MS E     -   132,560.      287,630.      MT  (+/- 180 meters Scaled)
 BH0589
 BH0589                          SUPERSEDED SURVEY CONTROL
 BH0589
 BH0589  NGVD 29 (??/??/??)   47.135  (m)          154.64   (f) ADJUSTED    2 0
 BH0589
 BH0589.Superseded values are not recommended for survey control.
 BH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0589.See file dsdata.txt to determine how the superseded data were derived.
 BH0589
 BH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU120975(NAD 83)
 BH0589_MARKER: DB = BENCH MARK DISK
 BH0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0589_STAMPING: B 146 1943
 BH0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0589+STABILITY: SURFACE MOTION
 BH0589
 BH0589  HISTORY     - Date     Condition        Report By
 BH0589  HISTORY     - 1943     MONUMENTED       CGS
 BH0589  HISTORY     - 1971     GOOD             MSHD
 BH0589  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0589
 BH0589                          STATION DESCRIPTION
 BH0589
 BH0589'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0589'12.1 MI SE FROM PERKINSTON.
 BH0589'THE MARK IS LOCATED 12.1 MILES SOUTHEAST OF PERKINSTON IN THE
 BH0589'NORTHEAST ANGLE OF A CROSSROAD, 10.5 MILES EAST-SOUTHEAST OF MCHENRY
 BH0589'IN THE SOUTHWEST 1/4 OF SECTION 14, T 4S, R 10W.  IT IS 34 FEET NORTH
 BH0589'OF THE CENTER OF U.S. FOREST ROAD NO 401, 44 FEET EAST OF THE CENTER
 BH0589'OF A NARROW GRAVELED ROAD, 20 FEET NORTHEAST OF A U.S. FOREST ROAD
 BH0589'SIGN, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH
 BH0589'SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE INTERSECTION
 BH0589'AND PROJECTS 2 INCHES.  TO REACH FROM THE OVERPASS AT PERKINSTON GO
 BH0589'SOUTH ON U.S. HIGHWAY 49 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND
 BH0589'GO SOUTHEAST ON A BLACK TOP ROAD FOR 2.8 MILES TO ANOTHER CROSSROAD.
 BH0589'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 1.5 MILES TO A FORK.
 BH0589'TAKE THE RIGHT FORK AND GO EAST ON A BLACK TOP ROAD FOR 4.15 MILES TO
 BH0589'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 2
 BH0589'MILES TO A T INTERSECTION.  TURN LEFT AND GO EAST ON U.S. FOREST ROAD
 BH0589'NO 401 FOR 3.6 MILES TO A CROSSROAD AND THE MARK IS ON THE LEFT.
 BH0589
 BH0589                          STATION RECOVERY (1978)
 BH0589
 BH0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BH0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0523 ***********************************************************************
 BH0523  DESIGNATION -  B 147
 BH0523  PID         -  BH0523
 BH0523  STATE/COUNTY-  MS/GEORGE
 BH0523  USGS QUAD   -  BENNDALE (1982)
 BH0523
 BH0523                         *CURRENT SURVEY CONTROL
 BH0523  ___________________________________________________________________
 BH0523* NAD 83(1986)-  30 48 57.     (N)    088 46 06.     (W)     SCALED    
 BH0523* NAVD 88     -        31.94   (+/-2cm)     104.8    (feet)  VERTCON   
 BH0523  ___________________________________________________________________
 BH0523  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0523
 BH0523.The horizontal coordinates were scaled from a topographic map and have
 BH0523.an estimated accuracy of +/- 6 seconds.
 BH0523
 BH0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0523.The vertical order pertains to the NGVD 29 superseded value.
 BH0523
 BH0523.The geoid height was determined by GEOID03.
 BH0523
 BH0523;                    North         East    Units  Estimated Accuracy
 BH0523;SPC MS E     -   145,860.      306,220.      MT  (+/- 180 meters Scaled)
 BH0523
 BH0523                          SUPERSEDED SURVEY CONTROL
 BH0523
 BH0523  NGVD 29 (??/??/??)   31.931  (m)          104.76   (f) ADJUSTED    2 0
 BH0523
 BH0523.Superseded values are not recommended for survey control.
 BH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0523.See file dsdata.txt to determine how the superseded data were derived.
 BH0523
 BH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV308105(NAD 83)
 BH0523_MARKER: DB = BENCH MARK DISK
 BH0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0523_STAMPING: B 147 1943
 BH0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0523+STABILITY: SURFACE MOTION
 BH0523
 BH0523  HISTORY     - Date     Condition        Report By
 BH0523  HISTORY     - 1943     MONUMENTED       CGS
 BH0523  HISTORY     - 1958     GOOD             CGS
 BH0523  HISTORY     - 1971     GOOD             NGS
 BH0523  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0523
 BH0523                          STATION DESCRIPTION
 BH0523
 BH0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0523'18.05 MI W FROM LUCEDALE.
 BH0523'LOCATED 14.2 MILES WEST ALONG STATE HIGHWAY 26 FROM ITS JUNCTION WITH
 BH0523'STATE HIGHWAY 98 IN LUCEDALE, THEN TURN LEFT AT A CROSSROAD AND GO
 BH0523'SOUTH ON STATE HIGHWAY 59 FOR 3.85 MILES TO A SIDE ROAD LEADING
 BH0523'SOUTHEAST AND THE MARK ON THE LEFT, ACROSS THE ROAD FROM LARGE TIN
 BH0523'BARN.  IT IS 47 FEET EAST OF THE CENTER OF STATE HIGHWAY 59, 46 FEET
 BH0523'NORTHEAST OF THE CENTER OF THE ROAD LEADING SOUTHEAST, 84 FEET SOUTH
 BH0523'OF THE CENTER OF A PRIVATE ROAD LEADING EAST, 94 FEET EAST AND ACROSS
 BH0523'THE ROAD FROM THE NORTH END OF A METAL GATE IN DRIVEWAY LEADING TO THE
 BH0523'TIN BARN, AND 6 FEET NORTHEAST OF A TELEPHONE POLE.  IT IS A STANDARD
 BH0523'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6
 BH0523'INCHES AND ABOUT LEVEL WITH THE ROAD.
 BH0523
 BH0523                          STATION RECOVERY (1971)
 BH0523
 BH0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0523'RECOVERED IN GOOD CONDITION.
 BH0523
 BH0523                          STATION RECOVERY (1979)
 BH0523
 BH0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0552 ***********************************************************************
 BH0552  DESIGNATION -  B 148
 BH0552  PID         -  BH0552
 BH0552  STATE/COUNTY-  MS/PERRY
 BH0552  USGS QUAD   -  AVENT (1982)
 BH0552
 BH0552                         *CURRENT SURVEY CONTROL
 BH0552  ___________________________________________________________________
 BH0552* NAD 83(1986)-  30 54 49.     (N)    088 51 03.     (W)     SCALED    
 BH0552* NAVD 88     -        63.59   (+/-2cm)     208.6    (feet)  VERTCON   
 BH0552  ___________________________________________________________________
 BH0552  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0552
 BH0552.The horizontal coordinates were scaled from a topographic map and have
 BH0552.an estimated accuracy of +/- 6 seconds.
 BH0552
 BH0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0552.The vertical order pertains to the NGVD 29 superseded value.
 BH0552
 BH0552.The geoid height was determined by GEOID03.
 BH0552
 BH0552;                    North         East    Units  Estimated Accuracy
 BH0552;SPC MS E     -   156,700.      298,330.      MT  (+/- 180 meters Scaled)
 BH0552
 BH0552                          SUPERSEDED SURVEY CONTROL
 BH0552
 BH0552  NGVD 29 (??/??/??)   63.582  (m)          208.60   (f) ADJUSTED    2 0
 BH0552
 BH0552.Superseded values are not recommended for survey control.
 BH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0552.See file dsdata.txt to determine how the superseded data were derived.
 BH0552
 BH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV231214(NAD 83)
 BH0552_MARKER: DB = BENCH MARK DISK
 BH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0552_STAMPING: B 148 1943
 BH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0552+STABILITY: SURFACE MOTION
 BH0552
 BH0552  HISTORY     - Date     Condition        Report By
 BH0552  HISTORY     - 1943     MONUMENTED       CGS
 BH0552  HISTORY     - 1966     GOOD             MSHD
 BH0552
 BH0552                          STATION DESCRIPTION
 BH0552
 BH0552'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0552'19.45 MI NW FROM LUCEDALE.
 BH0552'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0552'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0552'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0552'AND GO 0.2 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 5.05
 BH0552'MILES TO A PINK HOUSE ON THE RIGHT AND THE MARK ON THE LEFT AS
 BH0552'DESCRIBED.  IT IS 37 FEET SOUTH OF THE CENTER OF BLACKTOP ROAD, 6 FEET
 BH0552'NORTHEAST OF A 7 INCH PINE, 1.5 FEET NORTH OF A FENCE AND 1 FOOT SOUTH
 BH0552'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0696 ***********************************************************************
 BV0696  DESIGNATION -  B 149
 BV0696  PID         -  BV0696
 BV0696  STATE/COUNTY-  MS/LAMAR
 BV0696  USGS QUAD   -  PURVIS (1982)
 BV0696
 BV0696                         *CURRENT SURVEY CONTROL
 BV0696  ___________________________________________________________________
 BV0696* NAD 83(1986)-  31 12 44.     (N)    089 24 00.     (W)     SCALED    
 BV0696* NAVD 88     -        72.12   (+/-2cm)     236.6    (feet)  VERTCON   
 BV0696  ___________________________________________________________________
 BV0696  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BV0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0696
 BV0696.The horizontal coordinates were scaled from a topographic map and have
 BV0696.an estimated accuracy of +/- 6 seconds.
 BV0696
 BV0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0696.The vertical order pertains to the NGVD 29 superseded value.
 BV0696
 BV0696.The geoid height was determined by GEOID03.
 BV0696
 BV0696;                    North         East    Units  Estimated Accuracy
 BV0696;SPC MS E     -   189,940.      246,000.      MT  (+/- 180 meters Scaled)
 BV0696
 BV0696                          SUPERSEDED SURVEY CONTROL
 BV0696
 BV0696  NGVD 29 (??/??/92)   72.142  (m)          236.69   (f) ADJ UNCH    2 0
 BV0696
 BV0696.Superseded values are not recommended for survey control.
 BV0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0696.See file dsdata.txt to determine how the superseded data were derived.
 BV0696
 BV0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV713556(NAD 83)
 BV0696_MARKER: DB = BENCH MARK DISK
 BV0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0696_STAMPING: B 149 1943 (236.686)
 BV0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0696+STABILITY: SURFACE MOTION
 BV0696
 BV0696  HISTORY     - Date     Condition        Report By
 BV0696  HISTORY     - 1943     MONUMENTED       CGS
 BV0696  HISTORY     - 1956     GOOD             NGS
 BV0696  HISTORY     - 1964     GOOD             NGS
 BV0696
 BV0696                          STATION DESCRIPTION
 BV0696
 BV0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0696'7.45 MI NW FROM PURVIS.
 BV0696'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 11 IN PURVIS GO NORTH ON
 BV0696'U.S. HIGHWAY 11 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT, WEST AND GO
 BV0696'WEST FOR 2.35 MILE TO THE MARTK ON RIGHT.  IT IS 0.25 MILE SOUTH OF A
 BV0696'DRIVEWAY LEADING EAST, 0.95 MILE SOUTHEAST OF THE OKHOLA SCHOOL
 BV0696'BUILDING, ON THE TOP OF A SMALL KNOLL IN A PINE THICKET WITH LOWER
 BV0696'ELEVATIONS ON THE NORTH AND SOUTH.  IT IS 26 FEET EAST OF THE CENTER
 BV0696'OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST
 BV0696'CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0696
 BV0696                          STATION RECOVERY (1964)
 BV0696
 BV0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1111 ***********************************************************************
 BV1111  DESIGNATION -  B 149 RESET 1974
 BV1111  PID         -  BV1111
 BV1111  STATE/COUNTY-  MS/LAMAR
 BV1111  USGS QUAD   -  PURVIS (1982)
 BV1111
 BV1111                         *CURRENT SURVEY CONTROL
 BV1111  ___________________________________________________________________
 BV1111* NAD 83(1986)-  31 12 44.     (N)    089 24 00.     (W)     SCALED    
 BV1111* NAVD 88     -        73.31   (+/-2cm)     240.5    (feet)  VERTCON   
 BV1111  ___________________________________________________________________
 BV1111  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BV1111  VERT ORDER  -  THIRD (See Below)
 BV1111
 BV1111.The horizontal coordinates were scaled from a topographic map and have
 BV1111.an estimated accuracy of +/- 6 seconds.
 BV1111
 BV1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1111.The vertical order pertains to the NGVD 29 superseded value.
 BV1111
 BV1111.The geoid height was determined by GEOID03.
 BV1111
 BV1111;                    North         East    Units  Estimated Accuracy
 BV1111;SPC MS E     -   189,940.      246,000.      MT  (+/- 180 meters Scaled)
 BV1111
 BV1111                          SUPERSEDED SURVEY CONTROL
 BV1111
 BV1111  NGVD 29 (08/12/04)   73.33   (m)          240.6    (f) RESET       3  
 BV1111
 BV1111.Superseded values are not recommended for survey control.
 BV1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1111.See file dsdata.txt to determine how the superseded data were derived.
 BV1111
 BV1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV713556(NAD 83)
 BV1111_MARKER: DB = BENCH MARK DISK
 BV1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1111_STAMPING: B 149 RESET 1974
 BV1111_PROJECTION: PROJECTING 15 CENTIMETERS
 BV1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1111+STABILITY: SURFACE MOTION
 BV1111
 BV1111  HISTORY     - Date     Condition        Report By
 BV1111  HISTORY     - 1974     MONUMENTED       NGS
 BV1111
 BV1111                          STATION DESCRIPTION
 BV1111
 BV1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BV1111'5.1 MI NORTH FROM PURVIS.
 BV1111'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 11 IN PURVIS, GO NORTH ON
 BV1111'U.S. HIGHWAY 11 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT, WEST AND GO
 BV1111'WEST FOR 2.20 MILES TO THE MARK ON RIGHT.  IT IS 0.40 MILES SOUTHEAST
 BV1111'OF A DRIVEWAY LEADING EAST, 1.10 MILES SOUTHEAST OF THE OKHOLA SCHOOL
 BV1111'BUILDING NEAR THE TOP OF A SMALL KNOLL IN PINEY WOODS.  IT IS 100 FT.
 BV1111'NORTHEAST OF THE CENTER OF THE PROPOSED RELOCATION OF SAID CROSSROAD.
 BV1111'IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 BV1111'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0453 ***********************************************************************
 BH0453  DESIGNATION -  B 15
 BH0453  PID         -  BH0453
 BH0453  STATE/COUNTY-  MS/GEORGE
 BH0453  USGS QUAD   -  LUCEDALE (1982)
 BH0453
 BH0453                         *CURRENT SURVEY CONTROL
 BH0453  ___________________________________________________________________
 BH0453* NAD 83(1986)-  30 54 32.     (N)    088 33 32.     (W)     SCALED    
 BH0453* NAVD 88     -        74.687  (meters)     245.04   (feet)  ADJUSTED  
 BH0453  ___________________________________________________________________
 BH0453  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0453  DYNAMIC HT  -          74.590 (meters)     244.72  (feet)  COMP
 BH0453  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BH0453
 BH0453  VERT ORDER  -  SECOND    CLASS 0
 BH0453
 BH0453.The horizontal coordinates were scaled from a topographic map and have
 BH0453.an estimated accuracy of +/- 6 seconds.
 BH0453
 BH0453.The orthometric height was determined by differential leveling
 BH0453.and adjusted in May 1996.
 BH0453
 BH0453.The geoid height was determined by GEOID03.
 BH0453
 BH0453.The dynamic height is computed by dividing the NAVD 88
 BH0453.geopotential number by the normal gravity value computed on the
 BH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0453.degrees latitude (g = 980.6199 gals.).
 BH0453
 BH0453.The modeled gravity was interpolated from observed gravity values.
 BH0453
 BH0453;                    North         East    Units  Estimated Accuracy
 BH0453;SPC MS E     -   156,210.      326,230.      MT  (+/- 180 meters Scaled)
 BH0453
 BH0453                          SUPERSEDED SURVEY CONTROL
 BH0453
 BH0453  NGVD 29 (??/??/??)   74.709  (m)          245.11   (f) ADJUSTED    2 0
 BH0453
 BH0453.Superseded values are not recommended for survey control.
 BH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0453.See file dsdata.txt to determine how the superseded data were derived.
 BH0453
 BH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV510205(NAD 83)
 BH0453_MARKER: DB = BENCH MARK DISK
 BH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0453_STAMPING: B 15 1934
 BH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0453+STABILITY: SURFACE MOTION
 BH0453
 BH0453  HISTORY     - Date     Condition        Report By
 BH0453  HISTORY     - 1934     MONUMENTED       CGS
 BH0453  HISTORY     - 1971     GOOD             MSHD
 BH0453
 BH0453                          STATION DESCRIPTION
 BH0453
 BH0453'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0453'2.2 MI SE FROM LUCEDALE.
 BH0453'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF LUCEDALE JUST WEST OF THE
 BH0453'NORTHWEST CORNER OF THE STATION AT EVANSTON IN THE NORTHWEST 1/4 OF
 BH0453'SECTION 2, T 2S, R 6W.  IT IS 10 FEET WEST OF THE NORTHWEST CORNER OF
 BH0453'THE STATION AT EVANSTON, 54 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 BH0453'TRACK OF THE GM AND O RAILROAD TRACK, 33.5 FEET NORTH OF THE NORTH
 BH0453'RAIL OF THE MAIN MISSISSIPPI EXPORT RAILROAD TRACK, 80 FEET EAST OF
 BH0453'THE CENTER OF A GRAVEL ROAD, 10.5 FEET NORTH OF A POLE WITH A LAMP ON
 BH0453'IT, 18 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 2 FEET WEST OF
 BH0453'POLE NO. 1615, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS SET IN THE
 BH0453'TOP OF A 9-INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND
 BH0453'PROJECTS 3 INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH0453'LUCEDALE GO EAST ON U.S. HIGHWAY 98 FOR 2 MILES TO A CROSSROAD.  TURN
 BH0453'RIGHT AND CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.75 MILE TO A T
 BH0453'INTERSECTION.  TURN RIGHT AND CONTINUE WEST AND SOUTH ON A GRAVEL ROAD
 BH0453'FOR 0.55 MILE TO A RAILROAD CROSSING AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0962 ***********************************************************************
 BV0962  DESIGNATION -  B 150
 BV0962  PID         -  BV0962
 BV0962  STATE/COUNTY-  MS/LAMAR
 BV0962  USGS QUAD   -  BAXTERVILLE (1982)
 BV0962
 BV0962                         *CURRENT SURVEY CONTROL
 BV0962  ___________________________________________________________________
 BV0962* NAD 83(1986)-  31 04 25.     (N)    089 35 09.     (W)     SCALED    
 BV0962* NAVD 88     -       121.04   (+/-2cm)     397.1    (feet)  VERTCON   
 BV0962  ___________________________________________________________________
 BV0962  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BV0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0962
 BV0962.The horizontal coordinates were scaled from a topographic map and have
 BV0962.an estimated accuracy of +/- 6 seconds.
 BV0962
 BV0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0962.The vertical order pertains to the NGVD 29 superseded value.
 BV0962
 BV0962.The geoid height was determined by GEOID03.
 BV0962
 BV0962;                    North         East    Units  Estimated Accuracy
 BV0962;SPC MS E     -   174,680.      228,190.      MT  (+/- 180 meters Scaled)
 BV0962
 BV0962                          SUPERSEDED SURVEY CONTROL
 BV0962
 BV0962  NGVD 29 (??/??/92)  121.072  (m)          397.22   (f) ADJ UNCH    2 0
 BV0962
 BV0962.Superseded values are not recommended for survey control.
 BV0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0962.See file dsdata.txt to determine how the superseded data were derived.
 BV0962
 BV0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV532406(NAD 83)
 BV0962_MARKER: DB = BENCH MARK DISK
 BV0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0962_STAMPING: B 150 1943
 BV0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0962+STABILITY: SURFACE MOTION
 BV0962
 BV0962  HISTORY     - Date     Condition        Report By
 BV0962  HISTORY     - 1943     MONUMENTED       CGS
 BV0962  HISTORY     - 1964     GOOD             MSHD
 BV0962  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0962
 BV0962                          STATION DESCRIPTION
 BV0962
 BV0962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0962'0.7 MI S FROM BAXTERVILLE.
 BV0962'THE MARK IS LOCATED 0.7 MILE SOUTH ALONG THE POPLARVILLE ROAD FROM THE
 BV0962'SCHOOL HOUSE IN BAXTERVILLE, AT THE SOUTH END OF A CURVE ABOUT 0.1
 BV0962'MILE SOUTH OF A PIPE LINE CROSSING.  THE MARK IS A DISK SET IN THE TOP
 BV0962'OF A 6 INCH SQUARE CONCRETE POST.  IT IS 26 FEET SOUTHWEST OF THE
 BV0962'CENTER OF THE ROAD, 40 FEET NORTHWEST OF THE SOUTHWEST END OF A 12
 BV0962'INCH CONCRETE CULVERT, 26 FEET NORTH OF A 12 INCH PINE TREE, ABOUT
 BV0962'MIDWAY BETWEEN TWO POWER POLES AND 7 FEET SOUTH OF THE CENTER OF THE
 BV0962'POWERLINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND PROJECTS 6
 BV0962'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
 BV0962
 BV0962                          STATION RECOVERY (2000)
 BV0962
 BV0962'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0962'NOT FOUND.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0955 ***********************************************************************
 BV0955  DESIGNATION -  B 151
 BV0955  PID         -  BV0955
 BV0955  STATE/COUNTY-  MS/MARION
 BV0955  USGS QUAD   -  SANDY HOOK (1970)
 BV0955
 BV0955                         *CURRENT SURVEY CONTROL
 BV0955  ___________________________________________________________________
 BV0955* NAD 83(1986)-  31 03 07.     (N)    089 45 00.     (W)     SCALED    
 BV0955* NAVD 88     -        36.03   (+/-2cm)     118.2    (feet)  VERTCON   
 BV0955  ___________________________________________________________________
 BV0955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BV0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0955
 BV0955.The horizontal coordinates were scaled from a topographic map and have
 BV0955.an estimated accuracy of +/- 6 seconds.
 BV0955
 BV0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0955.The vertical order pertains to the NGVD 29 superseded value.
 BV0955
 BV0955.The geoid height was determined by GEOID03.
 BV0955
 BV0955;                    North         East    Units  Estimated Accuracy
 BV0955;SPC MS W     -   172,180.      755,680.      MT  (+/- 180 meters Scaled)
 BV0955
 BV0955                          SUPERSEDED SURVEY CONTROL
 BV0955
 BV0955  NGVD 29 (??/??/92)   36.09   (m)          118.4    (f) COMPUTED    2 0
 BV0955
 BV0955.Superseded values are not recommended for survey control.
 BV0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0955.See file dsdata.txt to determine how the superseded data were derived.
 BV0955
 BV0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV375386(NAD 83)
 BV0955_MARKER: DB = BENCH MARK DISK
 BV0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0955_STAMPING: B 151 1943 118.425
 BV0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0955+STABILITY: SURFACE MOTION
 BV0955
 BV0955  HISTORY     - Date     Condition        Report By
 BV0955  HISTORY     - 1943     MONUMENTED       CGS
 BV0955  HISTORY     - 1969     MARK NOT FOUND   MSHD
 BV0955
 BV0955                          STATION DESCRIPTION
 BV0955
 BV0955'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0955'23 MI NW FROM POPLARVILLE.
 BV0955'THE MARK IS LOCATED 1.2 MILES NORTH ALONG U.S. HIGHWAY 11, THENCE 12.4
 BV0955'MILE NORTHWEST ALONG A COUNTY ROAD, THENCE 9.2 MILES NORTHWEST ALONG
 BV0955'THE RIVER ROAD FROM THE POST OFFICE IN POPLARVILLE, 0.6 MILE SOUTH OF
 BV0955'THE A. ADCOX FARM, AND 0.35 MILE NORTH OF THE ROSEHILL BAPTIST
 BV0955'MISSIONARY CHURCH, IN THE NORTHEAST ANGLE OF AN INTERSECTION WITH A
 BV0955'ROAD LEADING NORTHEAST TO BAXTERVILLE.  THIS MARK IS 45 FEET NORTH OF
 BV0955'THE CENTER OF THE INTERSECTION AND 26 FEET NORTHEAST OF THE CENTER OF
 BV0955'THE RIVER ROAD.  A STANDARD DISK, STAMPED B 151 1943 118.425 AND SET
 BV0955'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH
 BV0955'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0297 ***********************************************************************
 BV0297  DESIGNATION -  B 152
 BV0297  PID         -  BV0297
 BV0297  STATE/COUNTY-  MS/PERRY
 BV0297  USGS QUAD   -  RICHTON (1964)
 BV0297
 BV0297                         *CURRENT SURVEY CONTROL
 BV0297  ___________________________________________________________________
 BV0297* NAD 83(1986)-  31 15 39.     (N)    088 54 12.     (W)     SCALED    
 BV0297* NAVD 88     -        33.70   (+/-2cm)     110.6    (feet)  VERTCON   
 BV0297  ___________________________________________________________________
 BV0297  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BV0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0297
 BV0297.The horizontal coordinates were scaled from a topographic map and have
 BV0297.an estimated accuracy of +/- 6 seconds.
 BV0297
 BV0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0297.The vertical order pertains to the NGVD 29 superseded value.
 BV0297
 BV0297.The geoid height was determined by GEOID03.
 BV0297
 BV0297;                    North         East    Units  Estimated Accuracy
 BV0297;SPC MS E     -   195,200.      293,330.      MT  (+/- 180 meters Scaled)
 BV0297
 BV0297                          SUPERSEDED SURVEY CONTROL
 BV0297
 BV0297  NGVD 29 (??/??/92)   33.71   (m)          110.6    (f) COMPUTED    2 0
 BV0297
 BV0297.Superseded values are not recommended for survey control.
 BV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0297.See file dsdata.txt to determine how the superseded data were derived.
 BV0297
 BV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV187600(NAD 83)
 BV0297_MARKER: DB = BENCH MARK DISK
 BV0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0297_STAMPING: B 152 1943
 BV0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0297+STABILITY: SURFACE MOTION
 BV0297
 BV0297  HISTORY     - Date     Condition        Report By
 BV0297  HISTORY     - 1943     MONUMENTED       CGS
 BV0297  HISTORY     - 1964     MARK NOT FOUND   NGS
 BV0297
 BV0297                          STATION DESCRIPTION
 BV0297
 BV0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0297'1.3 MI E FROM HINTONVILLE.
 BV0297'1.3 MILES EAST ALONG A COUNTY ROAD FROM THE RAILROAD CROSSING AT
 BV0297'HINTONVILLE.  SET IN THE NORTHWEST QUARTER OF A ROAD CROSSING, ABOUT
 BV0297'0.1 MILE EAST OF A WOODEN BRIDGE.  47 FEET WEST OF THE CENTER-LINE OF
 BV0297'THE ROAD LEADING NORTH, 30 FEET NORTH OF THE CENTERLINE OF THE MAIN
 BV0297'ROAD, 1.6 FEET SOUTH OF THE REFERENCE POST.
 BV0297
 BV0297                          STATION RECOVERY (1964)
 BV0297
 BV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0780 ***********************************************************************
 BH0780  DESIGNATION -  B 154
 BH0780  PID         -  BH0780
 BH0780  STATE/COUNTY-  MS/HANCOCK
 BH0780  USGS QUAD   -  SAVANNAH (1982)
 BH0780
 BH0780                         *CURRENT SURVEY CONTROL
 BH0780  ___________________________________________________________________
 BH0780* NAD 83(1986)-  30 38 31.     (N)    089 25 23.     (W)     SCALED    
 BH0780* NAVD 88     -        62.67   (+/-2cm)     205.6    (feet)  VERTCON   
 BH0780  ___________________________________________________________________
 BH0780  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BH0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0780
 BH0780.The horizontal coordinates were scaled from a topographic map and have
 BH0780.an estimated accuracy of +/- 6 seconds.
 BH0780
 BH0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0780.The vertical order pertains to the NGVD 29 superseded value.
 BH0780
 BH0780.The geoid height was determined by GEOID03.
 BH0780
 BH0780;                    North         East    Units  Estimated Accuracy
 BH0780;SPC MS E     -   126,730.      243,470.      MT  (+/- 180 meters Scaled)
 BH0780
 BH0780                          SUPERSEDED SURVEY CONTROL
 BH0780
 BH0780  NGVD 29 (??/??/??)   62.722  (m)          205.78   (f) ADJUSTED    2 0
 BH0780
 BH0780.Superseded values are not recommended for survey control.
 BH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0780.See file dsdata.txt to determine how the superseded data were derived.
 BH0780
 BH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU677924(NAD 83)
 BH0780_MARKER: DB = BENCH MARK DISK
 BH0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0780_STAMPING: B-154 1943
 BH0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0780+STABILITY: SURFACE MOTION
 BH0780
 BH0780  HISTORY     - Date     Condition        Report By
 BH0780  HISTORY     - 1943     MONUMENTED       CGS
 BH0780  HISTORY     - 1955     GOOD             CGS
 BH0780
 BH0780                          STATION DESCRIPTION
 BH0780
 BH0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0780'16.0 MI SE FROM POPLARVILLE.
 BH0780'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 26 FROM THE POST OFFICE AT
 BH0780'POPLARVILLE, THENCE 13.8 MILES SOUTHEAST ALONG THE COUNTY ROAD, SET AT
 BH0780'THE INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD LEADING SOUTHWEST,
 BH0780'AT THE SUMMIT OF A HILL, 36 FEET SOUTHEAST OF THE CENTER-LINE OF THE
 BH0780'SIDE ROAD, 31 FEET SOUTHWEST OF THE CENTER-LINE OF THE MAIN ROAD, 1
 BH0780'FOOT NORTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A
 BH0780'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 BH0780
 BH0780                          STATION RECOVERY (1955)
 BH0780
 BH0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0781 ***********************************************************************
 BH0781  CBN         -  This is a Cooperative Base Network Control Station.
 BH0781  DESIGNATION -  B 154 RESET
 BH0781  PID         -  BH0781
 BH0781  STATE/COUNTY-  MS/HANCOCK
 BH0781  USGS QUAD   -  SAVANNAH (1982)
 BH0781
 BH0781                         *CURRENT SURVEY CONTROL
 BH0781  ___________________________________________________________________
 BH0781* NAD 83(2007)-  30 38 31.14676(N)    089 25 20.37284(W)     ADJUSTED  
 BH0781* NAVD 88     -        62.6    (meters)     205.     (feet)  GPS OBS   
 BH0781  ___________________________________________________________________
 BH0781  EPOCH DATE  -        2002.00
 BH0781  X           -      55,374.748 (meters)                     COMP
 BH0781  Y           -  -5,492,078.022 (meters)                     COMP
 BH0781  Z           -   3,231,824.915 (meters)                     COMP
 BH0781  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 BH0781  ELLIP HEIGHT-          34.464 (meters)          (02/10/07) ADJUSTED
 BH0781  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BH0781
 BH0781  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH0781  Type    PID    Designation                      North   East  Ellip
 BH0781  -------------------------------------------------------------------
 BH0781  NETWORK BH0781 B 154 RESET                       0.43   0.45   1.67
 BH0781  -------------------------------------------------------------------
 BH0781
 BH0781.The horizontal coordinates were established by GPS observations
 BH0781.and adjusted by the National Geodetic Survey in February 2007.
 BH0781
 BH0781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH0781.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH0781.The horizontal coordinates are valid at the epoch date displayed above.
 BH0781.The epoch date for horizontal control is a decimal equivalence
 BH0781.of Year/Month/Day.
 BH0781
 BH0781.The orthometric height was determined by GPS observations and a
 BH0781.high-resolution geoid model.
 BH0781
 BH0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0781
 BH0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0781
 BH0781.The ellipsoidal height was determined by GPS observations
 BH0781.and is referenced to NAD 83.
 BH0781
 BH0781.The geoid height was determined by GEOID03.
 BH0781
 BH0781;                    North         East     Units Scale Factor Converg.
 BH0781;SPC MS E     -   126,734.814   243,541.997   MT  0.99998931   -0 18 00.7
 BH0781;SPC MS E     -   415,795.80    799,020.70   sFT  0.99998931   -0 18 00.7
 BH0781;UTM  16      - 3,392,428.006   267,857.198   MT  1.00026484   -1 14 06.5
 BH0781
 BH0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0781!SPC MS E     -   0.99999459  x   0.99998931  =   0.99998390
 BH0781!UTM  16      -   0.99999459  x   1.00026484  =   1.00025943
 BH0781
 BH0781                          SUPERSEDED SURVEY CONTROL
 BH0781
 BH0781  ELLIP H (04/15/02)   34.470  (m)                       GP(       ) 4 2
 BH0781  ELLIP H (02/15/02)   34.464  (m)                       GP(       ) 4 1
 BH0781  NAD 83(1993)-  30 38 31.14660(N)    089 25 20.37260(W) AD(       ) B
 BH0781  ELLIP H (01/12/94)   34.537  (m)                       GP(       ) 4 1
 BH0781  ELLIP H (01/21/93)   34.448  (m)                       GP(       ) 4 2
 BH0781  NAD 83(1993)-  30 38 31.16085(N)    089 25 20.39274(W) AD(       ) 3
 BH0781  NAD 83(1986)-  30 38 31.16316(N)    089 25 20.36483(W) AD(       ) 3
 BH0781  NAD 27      -  30 38 30.48452(N)    089 25 20.16410(W) AD(       ) 3
 BH0781  NGVD 29 (??/??/??)   62.59   (m)          205.3    (f) RESET       3  
 BH0781
 BH0781.Superseded values are not recommended for survey control.
 BH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0781.See file dsdata.txt to determine how the superseded data were derived.
 BH0781
 BH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6785792428(NAD 83)
 BH0781_MARKER: DB = BENCH MARK DISK
 BH0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0781_SP_SET: CONCRETE POST
 BH0781_STAMPING: B 154 RESET 1955
 BH0781_MARK LOGO: CGS   
 BH0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0781+STABILITY: SURFACE MOTION
 BH0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0781+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2000
 BH0781
 BH0781  HISTORY     - Date     Condition        Report By
 BH0781  HISTORY     - 1955     MONUMENTED       CGS
 BH0781  HISTORY     - 1972     GOOD             MSHD
 BH0781  HISTORY     - 1981     MARK NOT FOUND   USGS
 BH0781  HISTORY     - 1986     GOOD             NGS
 BH0781  HISTORY     - 19880302 GOOD
 BH0781  HISTORY     - 19921113 GOOD             MSHD
 BH0781  HISTORY     - 19930506 GOOD
 BH0781  HISTORY     - 20000505 GOOD             NGS
 BH0781
 BH0781                          STATION DESCRIPTION
 BH0781
 BH0781'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0781'15.4 MI SE FROM POPLARVILLE.
 BH0781'THE MARK IS LOCATED 15.4 MILES SOUTHEAST OF POPLARVILLE IN THE
 BH0781'SOUTHEAST ANGLE OF THE JUNCTION OF A PRIVATE ROAD WITH STATE HIGHWAY
 BH0781'53, 16.3 MILES NORTH OF KILN, 2.8 MILES NORTH OF THE COMMUNITY ON
 BH0781'NECAISE IN THE NORTHWEST 1/4 OF SECTION 5, T 5S, R 15W.  IT IS 50 FEET
 BH0781'SOUTH OF THE CENTER OF HIGHWAY 53, 124 FEET EAST OF THE CENTER OF A
 BH0781'PRIVATE ROAD LEADING TO A HOUSE ABOUT 300 YARDS OFF THE HIGHWAY, 10
 BH0781'FEET EAST OF A ROW MARKER, 120.5 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 BH0781'FROM A POWER POLE WITH GUY WIRES, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST
 BH0781'OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BH0781'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 1 INCH. TO REACH
 BH0781'FROM THE JUNCTION OF STATE HIGHWAY 53 AND 603 ABOUT 1 MILE NORTH OF
 BH0781'NECAISE GO NORTHWEST ON STATE HIGHWAY 53 FOR 2.2 MILES TO A PRIVATE
 BH0781'ROAD AND THE MARK ON THE LEFT.
 BH0781
 BH0781                          STATION RECOVERY (1981)
 BH0781
 BH0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BH0781'MARK NOT FOUND.
 BH0781
 BH0781                          STATION RECOVERY (1986)
 BH0781
 BH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 BH0781'THE STATION WAS RECOVERED AT THIS DATE.
 BH0781'AS DESCRIBED IN THE 1972 RECOVERY NOTE.
 BH0781'
 BH0781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND
 BH0781'603, ABOUT 1.6 KM (1.0 MI) NORTH OF NECAISE,
 BH0781'GO NORTH FOR 3.5 KM (2.2 MI) ON STATE HIGHWAY 53 TO A PRIVATE
 BH0781'ROAD AND MARK ON THE LEFT.
 BH0781'
 BH0781'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 BH0781
 BH0781                          STATION RECOVERY (1988)
 BH0781
 BH0781'RECOVERED 1988
 BH0781'RECOVERED IN GOOD CONDITION.
 BH0781
 BH0781                          STATION RECOVERY (1992)
 BH0781
 BH0781'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH0781'STATION IS LOCATED 15.4 MI (24.8 KM) SOUTHEAST OF POPLARVILLE, 16.3 MI
 BH0781'(26.2 KM) NORTH OF KILN, 2.8 MI (4.5 KM) NORTH OF THE VILLAGE OF
 BH0781'NECAISE, IN THE NORTHWEST QUARTER OF SECTION 5, T 5 S, R 15 W, ON THE
 BH0781'RIGHT OF WAY OF STATE HIGHWAY 53.
 BH0781'TO REACH STATION FORM THE JUNCTION OF STATE HIGHWAYS 53 AND 603, ABOUT
 BH0781'1.0 MI (1.6 KM) NORTH OF NECAISE, GO NORTHWEST ON STATE HIGHWAY 53
 BH0781'FOR 2.2 MI (3.5 KM) TO A PRIVATE ROAD AND STATION ON THE LEFT.
 BH0781'STATION IS A STANDARD BENCH MARK DISK, STAMPED---B 154 RESET
 BH0781'1955---SET IN TOP OF A CONCRETE MONUMENT, PROJECTING 1-INCH.  IT IS
 BH0781'124.0 FT (37.8 M) EAST OF THE CENTER OF PRIVATE ROAD, 120.5 FT
 BH0781'(36.7 M) SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE WITH GUY WIRES,
 BH0781'50.0 FT (15.2 M) SOUTH OF THE CENTER OF HIGHWAY 53, 1.0 FT (0.3 M)
 BH0781'NORTH OF FENCE, 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST AND SIGN
 BH0781'AND ABOUT 3.0 FT (0.9 M) ABOVE LEVEL OF HIGHWAY.
 BH0781
 BH0781                          STATION RECOVERY (1993)
 BH0781
 BH0781'RECOVERED 1993
 BH0781'RECOVERED IN GOOD CONDITION.
 BH0781
 BH0781                          STATION RECOVERY (2000)
 BH0781
 BH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0781'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0612 ***********************************************************************
 BV0612  DESIGNATION -  B 157
 BV0612  PID         -  BV0612
 BV0612  STATE/COUNTY-  MS/JONES
 BV0612  USGS QUAD   -  OVETT (1985)
 BV0612
 BV0612                         *CURRENT SURVEY CONTROL
 BV0612  ___________________________________________________________________
 BV0612* NAD 83(1986)-  31 28 23.     (N)    089 04 20.     (W)     SCALED    
 BV0612* NAVD 88     -        83.10   (+/-2cm)     272.6    (feet)  VERTCON   
 BV0612  ___________________________________________________________________
 BV0612  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BV0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0612
 BV0612.The horizontal coordinates were scaled from a topographic map and have
 BV0612.an estimated accuracy of +/- 6 seconds.
 BV0612
 BV0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0612.The vertical order pertains to the NGVD 29 superseded value.
 BV0612
 BV0612.The geoid height was determined by GEOID03.
 BV0612
 BV0612;                    North         East    Units  Estimated Accuracy
 BV0612;SPC MS E     -   218,750.      277,300.      MT  (+/- 180 meters Scaled)
 BV0612
 BV0612                          SUPERSEDED SURVEY CONTROL
 BV0612
 BV0612  NGVD 29 (??/??/92)   83.100  (m)          272.64   (f) ADJ UNCH    2 0
 BV0612
 BV0612.Superseded values are not recommended for survey control.
 BV0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0612.See file dsdata.txt to determine how the superseded data were derived.
 BV0612
 BV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV031838(NAD 83)
 BV0612_MARKER: DB = BENCH MARK DISK
 BV0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0612_STAMPING: B 157 1943
 BV0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0612+STABILITY: SURFACE MOTION
 BV0612
 BV0612  HISTORY     - Date     Condition        Report By
 BV0612  HISTORY     - 1943     MONUMENTED       CGS
 BV0612  HISTORY     - 1957     GOOD             NGS
 BV0612  HISTORY     - 1964     GOOD             NGS
 BV0612
 BV0612                          STATION DESCRIPTION
 BV0612
 BV0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0612'2.2 MI W FROM OVETT.
 BV0612'LOCATED 1.2 MILES WEST ALONG BLACK TOP ROAD FROM THE GULF, MOBILE AND
 BV0612'OHIO RAILROAD STATION IN OVETT, THEN TAKE RIGHT FORK AND GO WEST FOR
 BV0612'1.0 MILE TO THE MARK ON THE LEFT, ABOUT THE MIDDLE OF THE EAST SLOPE
 BV0612'OF A GRADE, IN THE WOODS AND ACROSS THE ROAD FROM A WOODEN GATE IN A
 BV0612'FENCE LINE.  IT IS 81.5 FEET SOUTH OF THE WEST POST OF A WOODEN GATE
 BV0612'ACROSS THE ROAD, 48 FEET SOUTH OF THE CENTER OF THE ROAD, 22.5 FEET
 BV0612'WEST OF A 6-INCH OAK TREE, 38 FEET WEST OF A FORKED 8-INCH OAK TREE
 BV0612'AND 29 FEET NORTHWEST OF AN 18-INCH OAK TREE WHICH IS LEANING TOWARD
 BV0612'THE SOUTHEAST.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BV0612'POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0612
 BV0612                          STATION RECOVERY (1964)
 BV0612
 BV0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0570 ***********************************************************************
 BV0570  DESIGNATION -  B 158
 BV0570  PID         -  BV0570
 BV0570  STATE/COUNTY-  MS/PERRY
 BV0570  USGS QUAD   -  OVETT SE (1985)
 BV0570
 BV0570                         *CURRENT SURVEY CONTROL
 BV0570  ___________________________________________________________________
 BV0570* NAD 83(1986)-  31 20 50.     (N)    089 06 28.     (W)     SCALED    
 BV0570* NAVD 88     -        41.31   (+/-2cm)     135.5    (feet)  VERTCON   
 BV0570  ___________________________________________________________________
 BV0570  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BV0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0570
 BV0570.The horizontal coordinates were scaled from a topographic map and have
 BV0570.an estimated accuracy of +/- 6 seconds.
 BV0570
 BV0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0570.The vertical order pertains to the NGVD 29 superseded value.
 BV0570
 BV0570.The geoid height was determined by GEOID03.
 BV0570
 BV0570;                    North         East    Units  Estimated Accuracy
 BV0570;SPC MS E     -   204,810.      273,890.      MT  (+/- 180 meters Scaled)
 BV0570
 BV0570                          SUPERSEDED SURVEY CONTROL
 BV0570
 BV0570  NGVD 29 (??/??/92)   41.316  (m)          135.55   (f) ADJ UNCH    2 0
 BV0570
 BV0570.Superseded values are not recommended for survey control.
 BV0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0570.See file dsdata.txt to determine how the superseded data were derived.
 BV0570
 BV0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV994700(NAD 83)
 BV0570_MARKER: DB = BENCH MARK DISK
 BV0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0570_STAMPING: B 158 1943
 BV0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0570+STABILITY: SURFACE MOTION
 BV0570
 BV0570  HISTORY     - Date     Condition        Report By
 BV0570  HISTORY     - 1943     MONUMENTED       CGS
 BV0570  HISTORY     - 1958     GOOD             NGS
 BV0570  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV0570
 BV0570                          STATION DESCRIPTION
 BV0570
 BV0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0570'1.95 MI S FROM RUNNELSTOWN.
 BV0570'LOCATED 1.95 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION WITH
 BV0570'STATE HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, IN THE NORTHWEST
 BV0570'CORNER OF THE FRONT YARD OF A UNPAINTED HOUSE OWNED BY MRS. P. H.
 BV0570'BROWN, 50 FEET EAST OF THE CENTER OF THE HIGHWAY, 12.5 FEET
 BV0570'EAST-NORTHEAST OF A FENCE CORNER, 10 FEET EAST OF A POWER POLE, 84
 BV0570'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 4 FEET SOUTH OF A
 BV0570'FENCE LINE, AND 34 FEET NORTH OF AN 18-INCH HICKORY TREE.  IT IS A
 BV0570'STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 2
 BV0570'INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 BV0570
 BV0570                          STATION RECOVERY (2008)
 BV0570
 BV0570'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0700 ***********************************************************************
 BH0700  DESIGNATION -  B 159
 BH0700  PID         -  BH0700
 BH0700  STATE/COUNTY-  MS/STONE
 BH0700  USGS QUAD   -  WIGGINS (1983)
 BH0700
 BH0700                         *CURRENT SURVEY CONTROL
 BH0700  ___________________________________________________________________
 BH0700* NAD 83(1986)-  30 50 30.     (N)    089 12 45.     (W)     SCALED    
 BH0700* NAVD 88     -        60.08   (+/-2cm)     197.1    (feet)  VERTCON   
 BH0700  ___________________________________________________________________
 BH0700  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0700
 BH0700.The horizontal coordinates were scaled from a topographic map and have
 BH0700.an estimated accuracy of +/- 6 seconds.
 BH0700
 BH0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0700.The vertical order pertains to the NGVD 29 superseded value.
 BH0700
 BH0700.The geoid height was determined by GEOID03.
 BH0700
 BH0700;                    North         East    Units  Estimated Accuracy
 BH0700;SPC MS E     -   148,790.      263,730.      MT  (+/- 180 meters Scaled)
 BH0700
 BH0700                          SUPERSEDED SURVEY CONTROL
 BH0700
 BH0700  NGVD 29 (??/??/??)   60.094  (m)          197.16   (f) ADJUSTED    2 0
 BH0700
 BH0700.Superseded values are not recommended for survey control.
 BH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0700.See file dsdata.txt to determine how the superseded data were derived.
 BH0700
 BH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV884141(NAD 83)
 BH0700_MARKER: DB = BENCH MARK DISK
 BH0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0700_STAMPING: B 159 1943
 BH0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0700+STABILITY: SURFACE MOTION
 BH0700
 BH0700  HISTORY     - Date     Condition        Report By
 BH0700  HISTORY     - 1943     MONUMENTED       CGS
 BH0700  HISTORY     - 1971     GOOD             MSHD
 BH0700
 BH0700                          STATION DESCRIPTION
 BH0700
 BH0700'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0700'4.5 MI WSW FROM WIGGINS.
 BH0700'THE MARK IS LOCATED 4.5 MILES WEST-SOUTHWEST OF WIGGINS IN THE NORTH
 BH0700'ANGLE OF A CROSSROAD, 0.5 MILES SOUTHWEST OF A WOODEN BRIDGE IN THE
 BH0700'SOUTHEAST 1/4 OF SECTION 29, T 2S, R 12W.  IT IS 44 FEET NORTH OF THE
 BH0700'CENTER OF A CROSSROAD, 36 FEET NORTHWEST OF THE CENTER OF OLD HIGHWAY
 BH0700'26, 39 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 3.5 FEET NORTH
 BH0700'OF A ROW MARKER, 2 FEET SOUTHWEST OF A TELEPHONE CABLE JUNCTION BOX, 1
 BH0700'FOOT EAST OF A METAL WITNESS POST, 85 FEET NORTH OF A POWER POLE WITH
 BH0700'A GUY WIRE, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 1
 BH0700'FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 2 INCHES.  TO REACH FROM
 BH0700'THE U.S. POST OFFICE IN WIGGINS GO SOUTH ON VARDAMAN STREET FOR 0.25
 BH0700'MILES TO THE INTERSECTION OF STATE HIGHWAY 26.  TURN RIGHT AND GO WEST
 BH0700'ON STATE HIGHWAY 26 FOR 1 MILE TO THE NEW U.S. HIGHWAY 49 OVERPASS.
 BH0700'CONTINUE WEST ON STATE HIGHWAY 26 FOR 2.3 MILES TO A CROSSROAD. TURN
 BH0700'LEFT AND GO SOUTHWEST ON A BLACK TOP ROAD FOR 1.2 MILES TO ANOTHER
 BH0700'CROSSROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0741 ***********************************************************************
 BV0741  DESIGNATION -  B 16
 BV0741  PID         -  BV0741
 BV0741  STATE/COUNTY-  MS/FORREST
 BV0741  USGS QUAD   -  HATTIESBURG (1982)
 BV0741
 BV0741                         *CURRENT SURVEY CONTROL
 BV0741  ___________________________________________________________________
 BV0741* NAD 83(1986)-  31 16 23.     (N)    089 15 47.     (W)     SCALED    
 BV0741* NAVD 88     -        46.88   (+/-2cm)     153.8    (feet)  VERTCON   
 BV0741  ___________________________________________________________________
 BV0741  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BV0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0741
 BV0741.The horizontal coordinates were scaled from a topographic map and have
 BV0741.an estimated accuracy of +/- 6 seconds.
 BV0741
 BV0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0741.The vertical order pertains to the NGVD 29 superseded value.
 BV0741
 BV0741.The geoid height was determined by GEOID03.
 BV0741
 BV0741;                    North         East    Units  Estimated Accuracy
 BV0741;SPC MS E     -   196,630.      259,080.      MT  (+/- 180 meters Scaled)
 BV0741
 BV0741                          SUPERSEDED SURVEY CONTROL
 BV0741
 BV0741  NGVD 29 (??/??/92)   46.898  (m)          153.86   (f) ADJ UNCH    2 0
 BV0741
 BV0741.Superseded values are not recommended for survey control.
 BV0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0741.See file dsdata.txt to determine how the superseded data were derived.
 BV0741
 BV0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV845620(NAD 83)
 BV0741_MARKER: DB = BENCH MARK DISK
 BV0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0741_STAMPING: B 16 1934
 BV0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0741+STABILITY: SURFACE MOTION
 BV0741
 BV0741  HISTORY     - Date     Condition        Report By
 BV0741  HISTORY     - 1934     MONUMENTED       CGS
 BV0741  HISTORY     - 1955     GOOD             NGS
 BV0741  HISTORY     - 1964     GOOD             NGS
 BV0741  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0741
 BV0741                          STATION DESCRIPTION
 BV0741
 BV0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0741'3.9 MI SE FROM HATTIESBURG.
 BV0741'ABOUT 3.9 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0741'SOUTHERN RAILWAY STATION AT HATTIESBURG, 0.4 MILE SOUTHEAST OF THE
 BV0741'ROAD CROSSING AT PALMER, ABOUT 150 YARDS NORTHWEST OF THE NORTHWEST
 BV0741'CORNER OF HATTIESBURG AIRPORT, 439 FEET NORTHWEST OF MILE POST G 66,
 BV0741'61 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD
 BV0741'(MEASURED FROM THE APPROXIMATE CENTER OF A CURVE IN THE ROAD WITH
 BV0741'TANGENTS NORTHWEST AND EAST), 45 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BV0741'47 FEET SOUTH OF A POWER POLE WITH METER, 2 FEET BELOW THE LEVEL OF
 BV0741'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BV0741
 BV0741                          STATION RECOVERY (1964)
 BV0741
 BV0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0741'RECOVERED IN GOOD CONDITION.
 BV0741
 BV0741                          STATION RECOVERY (2000)
 BV0741
 BV0741'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0741'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0897 ***********************************************************************
 BV0897  DESIGNATION -  B 160
 BV0897  PID         -  BV0897
 BV0897  STATE/COUNTY-  MS/LAMAR
 BV0897  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0897
 BV0897                         *CURRENT SURVEY CONTROL
 BV0897  ___________________________________________________________________
 BV0897* NAD 83(1986)-  31 11 14.     (N)    089 33 41.     (W)     SCALED    
 BV0897* NAVD 88     -       108.31   (+/-2cm)     355.3    (feet)  VERTCON   
 BV0897  ___________________________________________________________________
 BV0897  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BV0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0897
 BV0897.The horizontal coordinates were scaled from a topographic map and have
 BV0897.an estimated accuracy of +/- 6 seconds.
 BV0897
 BV0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0897.The vertical order pertains to the NGVD 29 superseded value.
 BV0897
 BV0897.The geoid height was determined by GEOID03.
 BV0897
 BV0897;                    North         East    Units  Estimated Accuracy
 BV0897;SPC MS E     -   187,260.      230,610.      MT  (+/- 180 meters Scaled)
 BV0897
 BV0897                          SUPERSEDED SURVEY CONTROL
 BV0897
 BV0897  NGVD 29 (??/??/92)  108.331  (m)          355.42   (f) ADJ UNCH    2 0
 BV0897
 BV0897.Superseded values are not recommended for survey control.
 BV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0897.See file dsdata.txt to determine how the superseded data were derived.
 BV0897
 BV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV559531(NAD 83)
 BV0897_MARKER: DB = BENCH MARK DISK
 BV0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0897_STAMPING: B 160 1943
 BV0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0897+STABILITY: SURFACE MOTION
 BV0897
 BV0897  HISTORY     - Date     Condition        Report By
 BV0897  HISTORY     - 1943     MONUMENTED       CGS
 BV0897  HISTORY     - 1956     POOR             NGS
 BV0897  HISTORY     - 1964     POOR             NGS
 BV0897
 BV0897                          STATION DESCRIPTION
 BV0897
 BV0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0897'9.05 MI S FROM OLOH.
 BV0897'LOCATED 9.05 MILE SOUTH ALONG BLACKTOPPED AND GRAVELED ROAD FROM THE
 BV0897'OLOH SCHOOL, 8.2 MILES NORTH ALONG GRAVELED ROAD FROM BAXTERVILLE AND
 BV0897'1.2 MILE NORTH OF THE BAY CREEK CHURCH, ON THE TOP OF A HILL AND 51
 BV0897'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN UNPAINTED FARM HOUSE. IT
 BV0897'IS 17 FEET NORTH OF A 2-FOOT CEDAR TREE, 25 FEET WEST OF THE CENTER OF
 BV0897'THE ROAD, 11 FEET EAST OF A FENCE LINE, 48 FEET WEST-NORTHWEST OF A
 BV0897'POWER POLE, AND 52 FEET WEST AND ACROSS THE ROAD FROM AN 8-FOOT
 BV0897'SECTION OF A STEEL CULVERT SETTING VERTICAL AND SERVES AS A SMOKE
 BV0897'STACK FOR A SIRUP BOILER.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0897'CONCRETE POST PROJECTING 8 INCHES.
 BV0897
 BV0897                          STATION RECOVERY (1964)
 BV0897
 BV0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0897'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0484 ***********************************************************************
 EG0484  DESIGNATION -  B 161
 EG0484  PID         -  EG0484
 EG0484  STATE/COUNTY-  MS/LEE
 EG0484  USGS QUAD   -  SHERMAN (1980)
 EG0484
 EG0484                         *CURRENT SURVEY CONTROL
 EG0484  ___________________________________________________________________
 EG0484* NAD 83(1986)-  34 15 52.     (N)    088 45 34.     (W)     SCALED    
 EG0484* NAVD 88     -        99.995  (meters)     328.07   (feet)  ADJUSTED  
 EG0484  ___________________________________________________________________
 EG0484  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0484  DYNAMIC HT  -          99.895 (meters)     327.74  (feet)  COMP
 EG0484  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 EG0484
 EG0484  VERT ORDER  -  FIRST     CLASS II
 EG0484
 EG0484.The horizontal coordinates were scaled from a topographic map and have
 EG0484.an estimated accuracy of +/- 6 seconds.
 EG0484
 EG0484.The orthometric height was determined by differential leveling
 EG0484.and adjusted in June 1991.
 EG0484.WARNING-Repeat measurements at this control monument indicate possible
 EG0484.vertical movement.
 EG0484
 EG0484.The geoid height was determined by GEOID03.
 EG0484
 EG0484.The dynamic height is computed by dividing the NAVD 88
 EG0484.geopotential number by the normal gravity value computed on the
 EG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0484.degrees latitude (g = 980.6199 gals.).
 EG0484
 EG0484.The modeled gravity was interpolated from observed gravity values.
 EG0484
 EG0484;                    North         East    Units  Estimated Accuracy
 EG0484;SPC MS E     -   528,280.      306,810.      MT  (+/- 180 meters Scaled)
 EG0484
 EG0484                          SUPERSEDED SURVEY CONTROL
 EG0484
 EG0484  NGVD 29 (??/??/92)   99.961  (m)          327.96   (f) ADJ UNCH    1 2
 EG0484
 EG0484.Superseded values are not recommended for survey control.
 EG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0484.See file dsdata.txt to determine how the superseded data were derived.
 EG0484
 EG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC380928(NAD 83)
 EG0484_MARKER: DB = BENCH MARK DISK
 EG0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG0484_SP_SET: HEADWALL
 EG0484_STAMPING: B 161 1944
 EG0484_MARK LOGO: CGS   
 EG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0484+STABILITY: SURFACE MOTION
 EG0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0484+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1985
 EG0484
 EG0484  HISTORY     - Date     Condition        Report By
 EG0484  HISTORY     - 1944     MONUMENTED       CGS
 EG0484  HISTORY     - 1965     GOOD             MSHD
 EG0484  HISTORY     - 1977     GOOD             NGS
 EG0484  HISTORY     - 19850409 GOOD             MSHD
 EG0484
 EG0484                          STATION DESCRIPTION
 EG0484
 EG0484'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0484'2.8 MI NW FROM TUPELO.
 EG0484'TO REACH THE MARK FROM THE TUPELO JUNIOR HIGH SCHOOL ON U. S. HIGHWAY
 EG0484'45, GO NORTH ON HIGHWAY 45 FOR 0.4 MILE TO THE AIRPORT ROAD, TURN
 EG0484'LEFT, WEST, AND GO 2.4 MILES TO THE MARK ON THE LEFT AS DESCRIBED. THE
 EG0484'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE EAST
 EG0484'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 15.5 FEET SOUTH OF
 EG0484'THE CENTERLINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 EG0484
 EG0484                          STATION RECOVERY (1977)
 EG0484
 EG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EG0484'RECOVERED IN GOOD CONDITION.
 EG0484
 EG0484                          STATION RECOVERY (1985)
 EG0484
 EG0484'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0123 ***********************************************************************
 EG0123  DESIGNATION -  B 162
 EG0123  PID         -  EG0123
 EG0123  STATE/COUNTY-  MS/PRENTISS
 EG0123  USGS QUAD   -  WHEELER (1973)
 EG0123
 EG0123                         *CURRENT SURVEY CONTROL
 EG0123  ___________________________________________________________________
 EG0123* NAD 83(1986)-  34 33 02.     (N)    088 31 58.     (W)     SCALED    
 EG0123* NAVD 88     -       145.186  (meters)     476.33   (feet)  ADJUSTED  
 EG0123  ___________________________________________________________________
 EG0123  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0123  DYNAMIC HT  -         145.043 (meters)     475.86  (feet)  COMP
 EG0123  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EG0123
 EG0123  VERT ORDER  -  FIRST     CLASS II
 EG0123
 EG0123.The horizontal coordinates were scaled from a topographic map and have
 EG0123.an estimated accuracy of +/- 6 seconds.
 EG0123
 EG0123.The orthometric height was determined by differential leveling
 EG0123.and adjusted in June 1991.
 EG0123
 EG0123.The geoid height was determined by GEOID03.
 EG0123
 EG0123.The dynamic height is computed by dividing the NAVD 88
 EG0123.geopotential number by the normal gravity value computed on the
 EG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0123.degrees latitude (g = 980.6199 gals.).
 EG0123
 EG0123.The modeled gravity was interpolated from observed gravity values.
 EG0123
 EG0123;                    North         East    Units  Estimated Accuracy
 EG0123;SPC MS E     -   560,060.      327,590.      MT  (+/- 180 meters Scaled)
 EG0123
 EG0123                          SUPERSEDED SURVEY CONTROL
 EG0123
 EG0123  NGVD 29 (??/??/92)  145.121  (m)          476.12   (f) ADJ UNCH    1 2
 EG0123
 EG0123.Superseded values are not recommended for survey control.
 EG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0123.See file dsdata.txt to determine how the superseded data were derived.
 EG0123
 EG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD593242(NAD 83)
 EG0123_MARKER: DB = BENCH MARK DISK
 EG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0123_STAMPING: B 162 1944
 EG0123_MARK LOGO: CGS   
 EG0123_PROJECTION: FLUSH
 EG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0123+STABILITY: SURFACE MOTION
 EG0123
 EG0123  HISTORY     - Date     Condition        Report By
 EG0123  HISTORY     - 1944     MONUMENTED       CGS
 EG0123  HISTORY     - 1962     GOOD             NGS
 EG0123  HISTORY     - 1985     GOOD             NGS
 EG0123  HISTORY     - 20040818 MARK NOT FOUND   USACE
 EG0123
 EG0123                          STATION DESCRIPTION
 EG0123
 EG0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0123'6.1 MI E FROM WHEELER.
 EG0123'ABOUT 6.1 MILES EASTERLY ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 EG0123'WHEELER, ABOUT 300 FEET WEST OF A CURVE, 23.6 FEET NORTH OF AND ABOUT
 EG0123'2 FEET ABOVE THE CENTER LINE OF THE ROAD, 25.1 FEET EAST OF A 12-INCH
 EG0123'BLAZED OAK TREE, 24.7 FEET WEST OF A 12-INCH OAK TREE, AND 2.2 FEET
 EG0123'WEST OF A 4 BY 4-INCH WOODEN REFERENCE POST.  MONUMENT PROJECTS ABOUT
 EG0123'0.5 FOOT.
 EG0123
 EG0123                          STATION RECOVERY (1962)
 EG0123
 EG0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0123'RECOVERED IN GOOD CONDITION.
 EG0123
 EG0123                          STATION RECOVERY (1985)
 EG0123
 EG0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 EG0123'SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL IN WHEELER,
 EG0123'THENCE 9.6 KM (5.95 MI) EAST-SOUTHEAST ALONG A GRAVEL ROAD TO THE MARK
 EG0123'ON THE LEFT, 2.2 KM (1.4 MI) EAST OF THE HOPEWELL BAPTIST CHURCH,
 EG0123'2.13 METERS (7.0 FT) NORTHEAST OF A 8-INCH TRIANGLE BLAZED PINE TREE
 EG0123'AND 8.7 METERS (28.5 FT) NORTH OF THE CENTER OF THE ROAD.
 EG0123'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 EG0123'THE MARK IS 1.2 M ABOVE ROAD.
 EG0123
 EG0123                          STATION RECOVERY (2004)
 EG0123
 EG0123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0003 ***********************************************************************
 EG0003  DESIGNATION -  B 164
 EG0003  PID         -  EG0003
 EG0003  STATE/COUNTY-  MS/ALCORN
 EG0003  USGS QUAD   -  KENDRICK (1991)
 EG0003
 EG0003                         *CURRENT SURVEY CONTROL
 EG0003  ___________________________________________________________________
 EG0003* NAD 83(1986)-  34 54 13.     (N)    088 27 52.     (W)     SCALED    
 EG0003* NAVD 88     -       153.383  (meters)     503.22   (feet)  POSTED    
 EG0003  ___________________________________________________________________
 EG0003  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0003  DYNAMIC HT  -         153.240 (meters)     502.75  (feet)  COMP
 EG0003  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 EG0003
 EG0003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0003
 EG0003.The horizontal coordinates were scaled from a topographic map and have
 EG0003.an estimated accuracy of +/- 6 seconds.
 EG0003
 EG0003.The orthometric height was determined by differential leveling
 EG0003.and adjusted by the  in 1992.
 EG0003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0003.rate of 0.0 thru 1.0 mm/km.
 EG0003
 EG0003.The geoid height was determined by GEOID03.
 EG0003
 EG0003.The dynamic height is computed by dividing the NAVD 88
 EG0003.geopotential number by the normal gravity value computed on the
 EG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0003.degrees latitude (g = 980.6199 gals.).
 EG0003
 EG0003.The modeled gravity was interpolated from observed gravity values.
 EG0003
 EG0003;                    North         East    Units  Estimated Accuracy
 EG0003;SPC MS E     -   599,240.      333,710.      MT  (+/- 180 meters Scaled)
 EG0003
 EG0003                          SUPERSEDED SURVEY CONTROL
 EG0003
 EG0003  NGVD 29 (??/??/92)  153.400  (m)          503.28   (f) ADJ UNCH    1 2
 EG0003
 EG0003.Superseded values are not recommended for survey control.
 EG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0003.See file dsdata.txt to determine how the superseded data were derived.
 EG0003
 EG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD662633(NAD 83)
 EG0003_MARKER: DB = BENCH MARK DISK
 EG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0003_STAMPING: B 164 1944
 EG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0003+STABILITY: SURFACE MOTION
 EG0003
 EG0003  HISTORY     - Date     Condition        Report By
 EG0003  HISTORY     - 1944     MONUMENTED       CGS
 EG0003  HISTORY     - 1962     GOOD             MSHD
 EG0003  HISTORY     - 1978     MARK NOT FOUND   MSHD
 EG0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0003
 EG0003                          STATION DESCRIPTION
 EG0003
 EG0003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0003'4.2 MI SE FROM CORINTH.
 EG0003'TO REACH FROM THE SOUTHERN RAILWAY STATION IN CORINTH, GO EAST ONE
 EG0003'BLOCK TO U. S. HIGHWAY 45, TURN LEFT, NORTH, AND GO 1 BLOCK TO CRUISE
 EG0003'STREET, TURN RIGHT, EAST ON CRUISE STREET AND GO 0.3 MILE TO A FORK
 EG0003'(CRUISE STREET AND PROPER STREET) CONTINUE EAST ON PROPER STREET FOR
 EG0003'1.9 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT, SOUTH AND
 EG0003'CONTINUE ON GRAVEL ROAD, CROSSING RAILROAD, 0.7 MILE (THE ROAD CURVES
 EG0003'SHARPLY TO THE LEFT) CONTINUE ON WINDING ROAD TO RAILROAD CROSSING AND
 EG0003'THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 EG0003'OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 0.3 MILE SOUTHEAST OF
 EG0003'MILEPOST 445, AT A ROAD CROSSING, 32 FEET NORTH OF THE CENTER LINE OF
 EG0003'THE ROAD, 30 FEET NORTHEAST OF CENTER LINE OF THE RAILROAD, 24.8 FEET
 EG0003'SOUTHWEST OF A 12-INCH FORKED OAK TREE, 27 FEET NORTH OF THE EAST END
 EG0003'OF A PIPE HEADWALL ON THE WEST SIDE OF THE ROAD, 2 FEET NORTH OF A
 EG0003'METAL WITNESS POST, 1.5 FEET ABOVE THE LEVEL OF THE TRACK AND PROJECTS
 EG0003'6 INCHES.
 EG0003
 EG0003                          STATION RECOVERY (1978)
 EG0003
 EG0003'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0003'MARK NOT FOUND.
 EG0003
 EG0003                          STATION RECOVERY (1982)
 EG0003
 EG0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0003'NOT RECOVERED, APPEARS GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0090 ***********************************************************************
 EG0090  DESIGNATION -  B 165
 EG0090  PID         -  EG0090
 EG0090  STATE/COUNTY-  MS/TISHOMINGO
 EG0090  USGS QUAD   -  YELLOW CREEK (1986)
 EG0090
 EG0090                         *CURRENT SURVEY CONTROL
 EG0090  ___________________________________________________________________
 EG0090* NAD 83(1986)-  34 54 01.     (N)    088 12 42.     (W)     SCALED    
 EG0090* NAVD 88     -       166.337  (meters)     545.72   (feet)  ADJUSTED  
 EG0090  ___________________________________________________________________
 EG0090  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0090  DYNAMIC HT  -         166.181 (meters)     545.21  (feet)  COMP
 EG0090  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 EG0090
 EG0090  VERT ORDER  -  FIRST     CLASS II
 EG0090
 EG0090.The horizontal coordinates were scaled from a topographic map and have
 EG0090.an estimated accuracy of +/- 6 seconds.
 EG0090
 EG0090.The orthometric height was determined by differential leveling
 EG0090.and adjusted in June 1991.
 EG0090
 EG0090.The geoid height was determined by GEOID03.
 EG0090
 EG0090.The dynamic height is computed by dividing the NAVD 88
 EG0090.geopotential number by the normal gravity value computed on the
 EG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0090.degrees latitude (g = 980.6199 gals.).
 EG0090
 EG0090.The modeled gravity was interpolated from observed gravity values.
 EG0090
 EG0090;                    North         East    Units  Estimated Accuracy
 EG0090;SPC MS E     -   598,990.      356,820.      MT  (+/- 180 meters Scaled)
 EG0090
 EG0090                          SUPERSEDED SURVEY CONTROL
 EG0090
 EG0090  NGVD 29 (??/??/92)  166.344  (m)          545.75   (f) ADJ UNCH    1 2
 EG0090
 EG0090.Superseded values are not recommended for survey control.
 EG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0090.See file dsdata.txt to determine how the superseded data were derived.
 EG0090
 EG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD892626(NAD 83)
 EG0090_MARKER: DB = BENCH MARK DISK
 EG0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0090_SP_SET: MONUMENT
 EG0090_STAMPING: B 165 1944
 EG0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0090
 EG0090  HISTORY     - Date     Condition        Report By
 EG0090  HISTORY     - 1944     MONUMENTED       CGS
 EG0090  HISTORY     - 1950     GOOD             TVA
 EG0090  HISTORY     - 1979     GOOD             MSHD
 EG0090
 EG0090                          STATION DESCRIPTION
 EG0090
 EG0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0090'9.3 MI N FROM IUKA.
 EG0090'LOCATED ABOUT 9.3 MILES NORTH OF IUKA ALONG STATE HIGHWAY 25 AND THE
 EG0090'CAMP GROUND CHURCH ROADS, 1.4 MILES NORTHWEST OF CAMP GROUND CHURCH,
 EG0090'1.4 MILES SOUTHEAST OF PATRICK CHURCH, ABOUT 300 FEET NORTHWEST OF THE
 EG0090'INTERSECTION OF A TRACK ROAD, 28 FEET EAST OF AND ABOUT 2.5 FEET ABOVE
 EG0090'THE CENTER LINE OF THE MAIN ROAD, AND 2 FEET EAST OF A 4- BY 4-INCH
 EG0090'WOODEN WITNESS POST.  MONUMENT PROJECTS ABOUT 6 INCHES.
 EG0090
 EG0090                          STATION RECOVERY (1950)
 EG0090
 EG0090'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0090'RECOVERED IN GOOD CONDITION.
 EG0090
 EG0090                          STATION RECOVERY (1979)
 EG0090
 EG0090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0090'TO REACH FROM THE NORTH END OF HIGHWAY 25 BRIDGE OVER TENN-TOMBIG
 EG0090'WATERWAY, GO SOUTH ON HIGHWAY 25 FOR 0.8 MILE TO PATRICK ROAD LEADING
 EG0090'EAST. TURN EAST AND GO 0.7 MILE TO PATRICK METHODIST CHURCH. CONTINUE
 EG0090'ON PATRICK ROAD FOR 1.4 MILES TO MARK ON RIGHT. IT IS 28 FEET
 EG0090'SOUTHEAST OF CENTERLINE OF PATRICK ROAD, 22 FEET WSW OF BLAZED 8 INCH
 EG0090'OAK TREE, 12 FEET NE OF BLAZED 12 INCH PINE TREE, 8 FEET ESE OF
 EG0090'BLAZED 6 INCH OAK TREE, 2 FEET SE OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0293 ***********************************************************************
 DJ0293  DESIGNATION -  B 166
 DJ0293  PID         -  DJ0293
 DJ0293  STATE/COUNTY-  MS/LOWNDES
 DJ0293  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0293
 DJ0293                         *CURRENT SURVEY CONTROL
 DJ0293  ___________________________________________________________________
 DJ0293* NAD 83(1986)-  33 37 23.     (N)    088 25 39.     (W)     SCALED    
 DJ0293* NAVD 88     -        64.509  (meters)     211.64   (feet)  ADJUSTED  
 DJ0293  ___________________________________________________________________
 DJ0293  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DJ0293  DYNAMIC HT  -          64.442 (meters)     211.42  (feet)  COMP
 DJ0293  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 DJ0293
 DJ0293  VERT ORDER  -  SECOND    CLASS 0
 DJ0293
 DJ0293.The horizontal coordinates were scaled from a topographic map and have
 DJ0293.an estimated accuracy of +/- 6 seconds.
 DJ0293
 DJ0293.The orthometric height was determined by differential leveling
 DJ0293.and adjusted in June 1991.
 DJ0293
 DJ0293.The geoid height was determined by GEOID03.
 DJ0293
 DJ0293.The dynamic height is computed by dividing the NAVD 88
 DJ0293.geopotential number by the normal gravity value computed on the
 DJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0293.degrees latitude (g = 980.6199 gals.).
 DJ0293
 DJ0293.The modeled gravity was interpolated from observed gravity values.
 DJ0293
 DJ0293;                    North         East    Units  Estimated Accuracy
 DJ0293;SPC MS E     -   457,210.      337,660.      MT  (+/- 180 meters Scaled)
 DJ0293
 DJ0293                          SUPERSEDED SURVEY CONTROL
 DJ0293
 DJ0293  NGVD 29 (??/??/92)   64.499  (m)          211.61   (f) ADJ UNCH    2 0
 DJ0293
 DJ0293.Superseded values are not recommended for survey control.
 DJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0293.See file dsdata.txt to determine how the superseded data were derived.
 DJ0293
 DJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC675212(NAD 83)
 DJ0293_MARKER: DB = BENCH MARK DISK
 DJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0293_STAMPING: B 166 1944
 DJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0293+STABILITY: SURFACE MOTION
 DJ0293
 DJ0293  HISTORY     - Date     Condition        Report By
 DJ0293  HISTORY     - 1944     MONUMENTED       CGS
 DJ0293
 DJ0293                          STATION DESCRIPTION
 DJ0293
 DJ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0293'9 MI N FROM COLUMBUS.
 DJ0293'9 MILES NORTH OF COLUMBUS, LOWNDES COUNTY, 1 MILE EAST ALONG AN OLD
 DJ0293'GRAVEL ROAD FROM THE WATER TANK AT COLUMBUS AIR FORCE BASE, 0.3 MILE
 DJ0293'WEST OF A FARMHOUSE ALONG THE ROAD, 0.15 MILE NORTH OF THE ST.
 DJ0293'LOUIS-SAN FRANCISCO RAILWAY SPUR TRACK TO THE FIELD, 17 FEET NORTH OF
 DJ0293'THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A FENCE, AND 3 FEET
 DJ0293'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 166
 DJ0293'1944 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1303 ***********************************************************************
 DK1303  DESIGNATION -  B 167
 DK1303  PID         -  DK1303
 DK1303  STATE/COUNTY-  MS/WASHINGTON
 DK1303  USGS QUAD   -  GREENVILLE (1970)
 DK1303
 DK1303                         *CURRENT SURVEY CONTROL
 DK1303  ___________________________________________________________________
 DK1303* NAD 83(1986)-  33 25 27.     (N)    091 02 54.     (W)     SCALED    
 DK1303* NAVD 88     -        37.315  (meters)     122.42   (feet)  ADJUSTED  
 DK1303  ___________________________________________________________________
 DK1303  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1303  DYNAMIC HT  -          37.275 (meters)     122.29  (feet)  COMP
 DK1303  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DK1303
 DK1303  VERT ORDER  -  FIRST     CLASS II
 DK1303
 DK1303.The horizontal coordinates were scaled from a topographic map and have
 DK1303.an estimated accuracy of +/- 6 seconds.
 DK1303
 DK1303.The orthometric height was determined by differential leveling
 DK1303.and adjusted in June 1991.
 DK1303
 DK1303.The geoid height was determined by GEOID03.
 DK1303
 DK1303.The dynamic height is computed by dividing the NAVD 88
 DK1303.geopotential number by the normal gravity value computed on the
 DK1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1303.degrees latitude (g = 980.6199 gals.).
 DK1303
 DK1303.The modeled gravity was interpolated from observed gravity values.
 DK1303
 DK1303;                    North         East    Units  Estimated Accuracy
 DK1303;SPC MS W     -   435,310.      633,510.      MT  (+/- 180 meters Scaled)
 DK1303
 DK1303                          SUPERSEDED SURVEY CONTROL
 DK1303
 DK1303  NGVD 29 (??/??/??)   37.413  (m)          122.75   (f) ADJUSTED    1 2
 DK1303
 DK1303.Superseded values are not recommended for survey control.
 DK1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1303.See file dsdata.txt to determine how the superseded data were derived.
 DK1303
 DK1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT814000(NAD 83)
 DK1303_MARKER: DB = BENCH MARK DISK
 DK1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1303_SP_SET: CULVERT
 DK1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1303
 DK1303  HISTORY     - Date     Condition        Report By
 DK1303  HISTORY     - 1944     MONUMENTED       CGS
 DK1303  HISTORY     - 1944     GOOD             CGS
 DK1303  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK1303
 DK1303                          STATION DESCRIPTION
 DK1303
 DK1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DK1303'1.2 MI N FROM GREENVILLE.
 DK1303'1.2 MILE NORTH OF THE POST OFFICE AT GREENVILLE, ALONG STATE ROAD NO.
 DK1303'1, SET AT THE ENTRANCE TO THE STANDARD OIL CO. TERMINAL, 150 FEET
 DK1303'SOUTH OF RADIO STATION W.J.P.R. TRANSMITTER, 33 FEET NORTH OF THE MAIN
 DK1303'ENTRANCE TO TERMINAL, 23,4 FEET WEST OF THE CENTERLINE OF STATE ROAD
 DK1303'NO. 1, IN A CONCRETE CULVERT, BRONZE DISK SET IN CONCRETE CULVERT.
 DK1303
 DK1303                          STATION RECOVERY (1992)
 DK1303
 DK1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1303'THE CULVERT AT THE DESCRIBED LOCATION HAS BEEN REPLACE.  ASSUMED
 DK1303'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1304 ***********************************************************************
 DK1304  DESIGNATION -  B 167 RESET
 DK1304  PID         -  DK1304
 DK1304  STATE/COUNTY-  MS/WASHINGTON
 DK1304  USGS QUAD   -  GREENVILLE (1970)
 DK1304
 DK1304                         *CURRENT SURVEY CONTROL
 DK1304  ___________________________________________________________________
 DK1304* NAD 83(1986)-  33 25 27.     (N)    091 02 54.     (W)     SCALED    
 DK1304* NAVD 88     -        37.449  (meters)     122.86   (feet)  ADJUSTED  
 DK1304  ___________________________________________________________________
 DK1304  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1304  DYNAMIC HT  -          37.409 (meters)     122.73  (feet)  COMP
 DK1304  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DK1304
 DK1304  VERT ORDER  -  FIRST     CLASS I
 DK1304
 DK1304.The horizontal coordinates were scaled from a topographic map and have
 DK1304.an estimated accuracy of +/- 6 seconds.
 DK1304
 DK1304.The orthometric height was determined by differential leveling
 DK1304.and adjusted in June 1991.
 DK1304
 DK1304.The geoid height was determined by GEOID03.
 DK1304
 DK1304.The dynamic height is computed by dividing the NAVD 88
 DK1304.geopotential number by the normal gravity value computed on the
 DK1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1304.degrees latitude (g = 980.6199 gals.).
 DK1304
 DK1304.The modeled gravity was interpolated from observed gravity values.
 DK1304
 DK1304;                    North         East    Units  Estimated Accuracy
 DK1304;SPC MS W     -   435,310.      633,510.      MT  (+/- 180 meters Scaled)
 DK1304
 DK1304                          SUPERSEDED SURVEY CONTROL
 DK1304
 DK1304  NGVD 29 (??/??/??)   37.498  (m)          123.02   (f) ADJUSTED    1 1
 DK1304
 DK1304.Superseded values are not recommended for survey control.
 DK1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1304.See file dsdata.txt to determine how the superseded data were derived.
 DK1304
 DK1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT814000(NAD 83)
 DK1304_MARKER: DB = BENCH MARK DISK
 DK1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1304_SP_SET: BUILDING
 DK1304_STAMPING: B 167 RESET 1959
 DK1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1304
 DK1304  HISTORY     - Date     Condition        Report By
 DK1304  HISTORY     - 1959     MONUMENTED       CGS
 DK1304  HISTORY     - 1973     GOOD             NGS
 DK1304  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK1304
 DK1304                          STATION DESCRIPTION
 DK1304
 DK1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1304'1.20 MI N FROM GREENVILLE.
 DK1304'ABOUT 1.20 MILES NORTHEAST ALONG BROADWAY FROM ITS INTERSECTION WITH
 DK1304'MAIN STREET, SET IN THE TOP SOUTHEAST CONCRETE FOUNDATION OF A SERVICE
 DK1304'BUILDING AT THE STANDARD OIL COMPANY, 38 FEET NORTHWEST OF THE
 DK1304'NORTHWEST CURB OF BROADWAY, 50 FEET NORTHEAST OF THE CENTER LINE OF
 DK1304'THE CONCRETE DRIVE LEADING TO THE COMPANY, 17.4 FEET NORTHWEST OF A
 DK1304'CHAIN LINK FENCE AROUND COMPANY, 1.6 FEET NORTHWEST OF THE SOUTHEAST
 DK1304'CORNER OF THE BRICK BUILDING, 2 FEET BELOW LEVEL OF THE STREET, DISK
 DK1304'DRILLED IN FOUNDATION AND PROJECTING 0.7 FOOT.  1/4, SEC 3, T 18N, R
 DK1304'8W.
 DK1304
 DK1304                          STATION RECOVERY (1992)
 DK1304
 DK1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1304'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0282 ***********************************************************************
 CP0282  DESIGNATION -  B 168
 CP0282  PID         -  CP0282
 CP0282  STATE/COUNTY-  MS/HINDS
 CP0282  USGS QUAD   -  CLINTON (1980)
 CP0282
 CP0282                         *CURRENT SURVEY CONTROL
 CP0282  ___________________________________________________________________
 CP0282* NAD 83(1986)-  32 20 13.     (N)    090 19 08.     (W)     SCALED    
 CP0282* NAVD 88     -       107.799  (meters)     353.67   (feet)  ADJUSTED  
 CP0282  ___________________________________________________________________
 CP0282  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0282  DYNAMIC HT  -         107.675 (meters)     353.26  (feet)  COMP
 CP0282  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CP0282
 CP0282  VERT ORDER  -  FIRST     CLASS I
 CP0282
 CP0282.The horizontal coordinates were scaled from a topographic map and have
 CP0282.an estimated accuracy of +/- 6 seconds.
 CP0282
 CP0282.The orthometric height was determined by differential leveling
 CP0282.and adjusted in June 1991.
 CP0282
 CP0282.The geoid height was determined by GEOID03.
 CP0282
 CP0282.The dynamic height is computed by dividing the NAVD 88
 CP0282.geopotential number by the normal gravity value computed on the
 CP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0282.degrees latitude (g = 980.6199 gals.).
 CP0282
 CP0282.The modeled gravity was interpolated from observed gravity values.
 CP0282
 CP0282;                    North         East    Units  Estimated Accuracy
 CP0282;SPC MS W     -   314,510.      701,360.      MT  (+/- 180 meters Scaled)
 CP0282
 CP0282                          SUPERSEDED SURVEY CONTROL
 CP0282
 CP0282  NGVD 29 (??/??/??)  107.811  (m)          353.71   (f) ADJUSTED    1 1
 CP0282
 CP0282.Superseded values are not recommended for survey control.
 CP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0282.See file dsdata.txt to determine how the superseded data were derived.
 CP0282
 CP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR523809(NAD 83)
 CP0282_MARKER: DB = BENCH MARK DISK
 CP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0282_STAMPING: B 168 1944
 CP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0282+STABILITY: SURFACE MOTION
 CP0282
 CP0282  HISTORY     - Date     Condition        Report By
 CP0282  HISTORY     - 1944     MONUMENTED       CGS
 CP0282  HISTORY     - 1977     GOOD             MSHD
 CP0282  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0282
 CP0282                          STATION DESCRIPTION
 CP0282
 CP0282'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0282'0.7 MI E FROM CLINTON.
 CP0282'THE MARK IS LOCATED 0.7 MILE EAST OF CLINTON ON THE SOUTH RIGHT OF WAY
 CP0282'OF THE ILLINOIS CENTRAL GULF RAILROAD TRACK, 0.25 MILE WEST OF
 CP0282'MILEPOST 104 AND THE CROSSING OF OAKWOOD DRIVE IN THE NORTHEAST 1/4 OF
 CP0282'SECTION 29, T 6N, R 1W.  IT IS APPROXIMATELY 273 FEET EAST OF THE
 CP0282'PROJECTED PLANE OF THE EAST WALL OF A RED BRICK CHURCH, 85 FEET
 CP0282'SOUH-SOUTHEAST AND ACROSS THE TRACK FROM A 12 INCH TWIN PECAN, 54 FEET
 CP0282'EAST-SOUTHEAST OF AN ABANDONED POLE, 46 FEET SOUTH OF THE SOUTH RAIL,
 CP0282'1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0282'CONCRETE POST ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 CP0282'PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0282'CLINTON GO SOUTH ON MONROE STREET FOR 0.3 MILE TO THE INTERSECTION OF
 CP0282'COLLEGE STREET AND THE NORTH ENTRANCE TO MISSISSIPPI COLLEGE.  TURN
 CP0282'LEFT AND GO EAST ON COLLEGE STREET FOR 0.65 MILE TO THE PLEASANT GREEN
 CP0282'BAPTIST CHURCH ON THE LEFT.  THENCE SOUTH ACROSS COUNTRY FOR ABOUT 75
 CP0282'YARDS TO THE RAILROAD TRACK.  THENCE EAST ALONG THE RAILROAD TRACK FOR
 CP0282'ABOUT 90 YARDS TO THE MARK ON THE RIGHT.
 CP0282
 CP0282                          STATION RECOVERY (1992)
 CP0282
 CP0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0282'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0290 ***********************************************************************
 BH0290  DESIGNATION -  B 169
 BH0290  PID         -  BH0290
 BH0290  STATE/COUNTY-  MS/HARRISON
 BH0290  USGS QUAD   -  BILOXI (1992)
 BH0290
 BH0290                         *CURRENT SURVEY CONTROL
 BH0290  ___________________________________________________________________
 BH0290* NAD 83(1986)-  30 24 29.     (N)    088 55 09.     (W)     SCALED    
 BH0290* NAVD 88     -         6.062  (meters)      19.89   (feet)  ADJUSTED  
 BH0290  ___________________________________________________________________
 BH0290  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH0290  DYNAMIC HT  -           6.054 (meters)      19.86  (feet)  COMP
 BH0290  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BH0290
 BH0290  VERT ORDER  -  FIRST     CLASS I
 BH0290
 BH0290.The horizontal coordinates were scaled from a topographic map and have
 BH0290.an estimated accuracy of +/- 6 seconds.
 BH0290
 BH0290.The orthometric height was determined by differential leveling
 BH0290.and adjusted in June 1991.
 BH0290
 BH0290.The geoid height was determined by GEOID03.
 BH0290
 BH0290.The dynamic height is computed by dividing the NAVD 88
 BH0290.geopotential number by the normal gravity value computed on the
 BH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0290.degrees latitude (g = 980.6199 gals.).
 BH0290
 BH0290.The modeled gravity was interpolated from observed gravity values.
 BH0290
 BH0290;                    North         East    Units  Estimated Accuracy
 BH0290;SPC MS E     -   100,660.      291,750.      MT  (+/- 180 meters Scaled)
 BH0290
 BH0290                          SUPERSEDED SURVEY CONTROL
 BH0290
 BH0290  NGVD 29 (??/??/??)    6.024  (m)           19.76   (f) ADJUSTED    1 1
 BH0290
 BH0290.Superseded values are not recommended for survey control.
 BH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0290.See file dsdata.txt to determine how the superseded data were derived.
 BH0290
 BH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU156655(NAD 83)
 BH0290_MARKER: DB = BENCH MARK DISK
 BH0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0290_SP_SET: FOUNDATION
 BH0290_STAMPING: B 169 1944
 BH0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0290+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 BH0290
 BH0290  HISTORY     - Date     Condition        Report By
 BH0290  HISTORY     - 1944     MONUMENTED       CGS
 BH0290  HISTORY     - 1970     GOOD             NGS
 BH0290  HISTORY     - 1976     GOOD             NGS
 BH0290  HISTORY     - 20050816 GOOD             NGS
 BH0290
 BH0290                          STATION DESCRIPTION
 BH0290
 BH0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0290'IN BILOXI.
 BH0290'AT KEESLER FIELD, AT THE JUNCTION OF A STREET AND MEADOWS DRIVE, 34.0
 BH0290'FEET SOUTH OF THE SOUTH CURB OF MEADOWS DRIVE, 31.5 FEET NORTHEAST OF
 BH0290'THE NORTHEAST CURB OF A STREET, SET IN THE TOP OF THE SOUTHWEST SIDE
 BH0290'OF A 3-FOOT CONCRETE FOUNDATION FOR A FLAGPOLE, 90.0 FEET NORTHWEST OF
 BH0290'THE NORTHWEST SIDE OF THE HEADQUARTERS BUILDING AT KEESLER FIELD, AND
 BH0290'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  T 7S, R 9W.
 BH0290
 BH0290                          STATION RECOVERY (1976)
 BH0290
 BH0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0290'RECOVERED IN GOOD CONDITION.
 BH0290
 BH0290                          STATION RECOVERY (2005)
 BH0290
 BH0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0290'CORNER OF MEADOWS DR. AND GEN. CHAPPIE JAMES AVE.  NEAR THE HQ OF THE
 BH0290'81ST TRAINING WING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0670 ***********************************************************************
 BH0670  DESIGNATION -  B 17
 BH0670  PID         -  BH0670
 BH0670  STATE/COUNTY-  MS/STONE
 BH0670  USGS QUAD   -  MC HENRY (1982)
 BH0670
 BH0670                         *CURRENT SURVEY CONTROL
 BH0670  ___________________________________________________________________
 BH0670* NAD 83(1986)-  30 42 27.     (N)    089 08 24.     (W)     SCALED    
 BH0670* NAVD 88     -        81.43   (+/-2cm)     267.2    (feet)  VERTCON   
 BH0670  ___________________________________________________________________
 BH0670  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0670
 BH0670.The horizontal coordinates were scaled from a topographic map and have
 BH0670.an estimated accuracy of +/- 6 seconds.
 BH0670
 BH0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0670.The vertical order pertains to the NGVD 29 superseded value.
 BH0670
 BH0670.The geoid height was determined by GEOID03.
 BH0670
 BH0670;                    North         East    Units  Estimated Accuracy
 BH0670;SPC MS E     -   133,890.      270,620.      MT  (+/- 180 meters Scaled)
 BH0670
 BH0670                          SUPERSEDED SURVEY CONTROL
 BH0670
 BH0670  NGVD 29 (??/??/??)   81.436  (m)          267.18   (f) ADJUSTED    2 0
 BH0670
 BH0670.Superseded values are not recommended for survey control.
 BH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0670.See file dsdata.txt to determine how the superseded data were derived.
 BH0670
 BH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU950991(NAD 83)
 BH0670_MARKER: DB = BENCH MARK DISK
 BH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0670_STAMPING: B 17 1934
 BH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0670+STABILITY: SURFACE MOTION
 BH0670
 BH0670  HISTORY     - Date     Condition        Report By
 BH0670  HISTORY     - 1934     MONUMENTED       CGS
 BH0670  HISTORY     - 1971     GOOD             MSHD
 BH0670
 BH0670                          STATION DESCRIPTION
 BH0670
 BH0670'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0670'5.1 MI S FROM PERKINSTON.
 BH0670'THE MARK IS LOCATED 5.1 MILES SOUTH OF PERKINSTON IN THE SOUTHEAST
 BH0670'ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH THE
 BH0670'THIRD ROAD FROM THE NORTH NEAR THE SITE OF THE OLD RAILROAD STATION AT
 BH0670'MCHENRY IN THE SOUTHEAST 1/4 OF SECTION 12, T4S, R12W.  IT IS 321 FEET
 BH0670'SOUTH OF MILEPOST J 136, 22 FEET SOUTHEAST OF THE CENTER OF THE
 BH0670'CROSSING, 14.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 80 FEET
 BH0670'SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FLOOR OF THE DESTROYED
 BH0670'STATION, 13 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 16.5 FEET
 BH0670'WEST OF A CABLE POLE WITH A GUY WIRE, 66.5 FEET EAST OF POLE NO 147,
 BH0670'35 FEET SOUTH-SOUTHWEST OF A RAILROAD STOP SIGN, 78 FEET WEST OF THE
 BH0670'PROJECTED PLANE OF THE WEST WALL OF A CONCRETE BLOCK CHURCH, 108 FEET
 BH0670'SOUTH OF THE MCHENRY SIGN, 1 FOOT SOUTH OF A METAL WITNESS POST, SET
 BH0670'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE
 BH0670'LEVEL OF THE TRACK AND IS 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0258 ***********************************************************************
 EG0258  DESIGNATION -  B 170
 EG0258  PID         -  EG0258
 EG0258  STATE/COUNTY-  MS/ITAWAMBA
 EG0258  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0258
 EG0258                         *CURRENT SURVEY CONTROL
 EG0258  ___________________________________________________________________
 EG0258* NAD 83(1986)-  34 19 57.     (N)    088 13 21.     (W)     SCALED    
 EG0258* NAVD 88     -       132.860  (meters)     435.89   (feet)  ADJUSTED  
 EG0258  ___________________________________________________________________
 EG0258  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0258  DYNAMIC HT  -         132.726 (meters)     435.45  (feet)  COMP
 EG0258  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 EG0258
 EG0258  VERT ORDER  -  SECOND    CLASS 0
 EG0258
 EG0258.The horizontal coordinates were scaled from a topographic map and have
 EG0258.an estimated accuracy of +/- 6 seconds.
 EG0258
 EG0258.The orthometric height was determined by differential leveling
 EG0258.and adjusted in June 1991.
 EG0258
 EG0258.The geoid height was determined by GEOID03.
 EG0258
 EG0258.The dynamic height is computed by dividing the NAVD 88
 EG0258.geopotential number by the normal gravity value computed on the
 EG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0258.degrees latitude (g = 980.6199 gals.).
 EG0258
 EG0258.The modeled gravity was interpolated from observed gravity values.
 EG0258
 EG0258;                    North         East    Units  Estimated Accuracy
 EG0258;SPC MS E     -   536,000.      356,210.      MT  (+/- 180 meters Scaled)
 EG0258
 EG0258                          SUPERSEDED SURVEY CONTROL
 EG0258
 EG0258  NGVD 29 (??/??/92)  132.806  (m)          435.71   (f) ADJ UNCH    2 0
 EG0258
 EG0258.Superseded values are not recommended for survey control.
 EG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0258.See file dsdata.txt to determine how the superseded data were derived.
 EG0258
 EG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC875997(NAD 83)
 EG0258_MARKER: DB = BENCH MARK DISK
 EG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0258_STAMPING: B 170 1945
 EG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0258+STABILITY: SURFACE MOTION
 EG0258
 EG0258  HISTORY     - Date     Condition        Report By
 EG0258  HISTORY     - 1945     MONUMENTED       CGS
 EG0258  HISTORY     - 1962     GOOD             MSHD
 EG0258  HISTORY     - 1978     MARK NOT FOUND   MSHD
 EG0258
 EG0258                          STATION DESCRIPTION
 EG0258
 EG0258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0258'7.3 MI E FROM FAIRVIEW.
 EG0258'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 25 AND A GRAVEL ROAD
 EG0258'LEADING EAST AT FAIRVIEW, GO EAST ON THE GRAVEL ROAD LOCALLY KNOWN AS
 EG0258'THE FAIRVIEW HOPEWELL SCHOOL ROAD, FOR 7.3 MILES TO A SIDE ROAD LEFT
 EG0258'AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 8
 EG0258'INCH SQUARE CONCRETE POST.  IT IS 0.65 MILE WEST OF THE JUNCTION OF
 EG0258'STATE HIGHWAY 23 AND THE GRAVEL ROAD NEAR THE HOPEWELL SCHOOL, 30.5
 EG0258'FEET EAST OF A SIDE ROAD, 23.5 SOUTHEAST OF A 10 INCH GUM TREE, 17
 EG0258'FEET SOUTH OF AN 8 INCH PINE TREE WITH TRIANGLE BLAZES.  IT IS 1 FOOT
 EG0258'WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 EG0258'PROJECTS 2 INCHES.
 EG0258
 EG0258                          STATION RECOVERY (1978)
 EG0258
 EG0258'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0713 ***********************************************************************
 EG0713  DESIGNATION -  B 171
 EG0713  PID         -  EG0713
 EG0713  STATE/COUNTY-  MS/ITAWAMBA
 EG0713  USGS QUAD   -  EVERGREEN (1979)
 EG0713
 EG0713                         *CURRENT SURVEY CONTROL
 EG0713  ___________________________________________________________________
 EG0713* NAD 83(1986)-  34 10 00.     (N)    088 31 26.     (W)     SCALED    
 EG0713* NAVD 88     -        95.402  (meters)     313.00   (feet)  ADJUSTED  
 EG0713  ___________________________________________________________________
 EG0713  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EG0713  DYNAMIC HT  -          95.306 (meters)     312.68  (feet)  COMP
 EG0713  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 EG0713
 EG0713  VERT ORDER  -  SECOND    CLASS 0
 EG0713
 EG0713.The horizontal coordinates were scaled from a topographic map and have
 EG0713.an estimated accuracy of +/- 6 seconds.
 EG0713
 EG0713.The orthometric height was determined by differential leveling
 EG0713.and adjusted in June 1991.
 EG0713
 EG0713.The geoid height was determined by GEOID03.
 EG0713
 EG0713.The dynamic height is computed by dividing the NAVD 88
 EG0713.geopotential number by the normal gravity value computed on the
 EG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0713.degrees latitude (g = 980.6199 gals.).
 EG0713
 EG0713.The modeled gravity was interpolated from observed gravity values.
 EG0713
 EG0713;                    North         East    Units  Estimated Accuracy
 EG0713;SPC MS E     -   517,480.      328,530.      MT  (+/- 180 meters Scaled)
 EG0713
 EG0713                          SUPERSEDED SURVEY CONTROL
 EG0713
 EG0713  NGVD 29 (??/??/92)   95.337  (m)          312.78   (f) ADJ UNCH    2 0
 EG0713
 EG0713.Superseded values are not recommended for survey control.
 EG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0713.See file dsdata.txt to determine how the superseded data were derived.
 EG0713
 EG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC595816(NAD 83)
 EG0713_MARKER: DB = BENCH MARK DISK
 EG0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0713_STAMPING: B 171 1946
 EG0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0713+STABILITY: SURFACE MOTION
 EG0713
 EG0713  HISTORY     - Date     Condition        Report By
 EG0713  HISTORY     - 1946     MONUMENTED       CGS
 EG0713  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0713  HISTORY     - 1965     POOR             USGS
 EG0713
 EG0713                          STATION DESCRIPTION
 EG0713
 EG0713'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0713'8.2 MI SE FROM MOOREVILLE.
 EG0713'ABOUT 8.2 MILES SOUTHEAST ALONG THE MOOREVILLE-EVERGREEN ROAD FROM THE
 EG0713'POST OFFICE AT MOOREVILLE, 0.5 MILE SOUTHEAST OF SHEFFIELDS STORE, AT
 EG0713'THE Y JUNCTION OF A SMALL ROAD LEADING SOUTH, OPPOSITE THE JUNCTION OF
 EG0713'A ROAD LEADING EAST TO A SAW MILL, 30 FEET SOUTHWEST OF AND ABOUT
 EG0713'LEVEL WITH THE MAIN ROAD, 24 FEET EAST OF THE CENTERLINE OF THE ROAD
 EG0713'LEADING SOUTH, 92 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 EG0713'SOUTHWEST CORNER OF A FARM HOUSE, 1.5 FEET NORTH OF A WHITE WOODEN
 EG0713'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST,
 EG0713'PROJECTING 6 INCHES ABOVE THE GROUND.
 EG0713
 EG0713                          STATION RECOVERY (1965)
 EG0713
 EG0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0713'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1070 ***********************************************************************
 DJ1070  DESIGNATION -  B 173
 DJ1070  PID         -  DJ1070
 DJ1070  STATE/COUNTY-  MS/MONROE
 DJ1070  USGS QUAD   -  EGYPT (1965)
 DJ1070
 DJ1070                         *CURRENT SURVEY CONTROL
 DJ1070  ___________________________________________________________________
 DJ1070* NAD 83(1986)-  33 52 30.     (N)    088 38 10.     (W)     SCALED    
 DJ1070* NAVD 88     -        77.368  (meters)     253.83   (feet)  ADJUSTED  
 DJ1070  ___________________________________________________________________
 DJ1070  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1070  DYNAMIC HT  -          77.289 (meters)     253.57  (feet)  COMP
 DJ1070  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 DJ1070
 DJ1070  VERT ORDER  -  SECOND    CLASS 0
 DJ1070
 DJ1070.The horizontal coordinates were scaled from a topographic map and have
 DJ1070.an estimated accuracy of +/- 6 seconds.
 DJ1070
 DJ1070.The orthometric height was determined by differential leveling
 DJ1070.and adjusted in June 1991.
 DJ1070
 DJ1070.The geoid height was determined by GEOID03.
 DJ1070
 DJ1070.The dynamic height is computed by dividing the NAVD 88
 DJ1070.geopotential number by the normal gravity value computed on the
 DJ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1070.degrees latitude (g = 980.6199 gals.).
 DJ1070
 DJ1070.The modeled gravity was interpolated from observed gravity values.
 DJ1070
 DJ1070;                    North         East    Units  Estimated Accuracy
 DJ1070;SPC MS E     -   485,100.      318,250.      MT  (+/- 180 meters Scaled)
 DJ1070
 DJ1070                          SUPERSEDED SURVEY CONTROL
 DJ1070
 DJ1070  NGVD 29 (??/??/92)   77.315  (m)          253.66   (f) ADJ UNCH    2 0
 DJ1070
 DJ1070.Superseded values are not recommended for survey control.
 DJ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1070.See file dsdata.txt to determine how the superseded data were derived.
 DJ1070
 DJ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC486495(NAD 83)
 DJ1070_MARKER: DB = BENCH MARK DISK
 DJ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1070_STAMPING: B 173 1946
 DJ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1070+STABILITY: SURFACE MOTION
 DJ1070
 DJ1070  HISTORY     - Date     Condition        Report By
 DJ1070  HISTORY     - 1946     MONUMENTED       CGS
 DJ1070  HISTORY     - 1963     GOOD             MSHD
 DJ1070
 DJ1070                          STATION DESCRIPTION
 DJ1070
 DJ1070'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1070'6.7 MI NW FROM ABERDEEN.
 DJ1070'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN, GO NORTHWEST ON U.
 DJ1070'S. HIGHWAY 45 E FOR 3.9 MILES TO A GRAVEL SIDE ROAD LEFT, (LEADING TO
 DJ1070'EGYPT), TURN LEFT AND GO WEST AND NORTHWEST FOR 2.8 MILES TO A FARM
 DJ1070'HOUSE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF
 DJ1070'A 6 INCH SQUARE CONCRETE POST.  IT IS 150 FEET EAST OF THE CENTER OF A
 DJ1070'DRIVEWAY TO THE HOUSE, 25 FEET SOUTH OF THE CENTER OF THE ROAD, ABOUT
 DJ1070'LEVEL WITH THE ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS
 DJ1070'SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0354 ***********************************************************************
 EG0354  DESIGNATION -  B 174
 EG0354  PID         -  EG0354
 EG0354  STATE/COUNTY-  MS/MONROE
 EG0354  USGS QUAD   -  TURON (1979)
 EG0354
 EG0354                         *CURRENT SURVEY CONTROL
 EG0354  ___________________________________________________________________
 EG0354* NAD 83(1986)-  34 04 01.     (N)    088 21 32.     (W)     SCALED    
 EG0354* NAVD 88     -        94.003  (meters)     308.41   (feet)  ADJUSTED  
 EG0354  ___________________________________________________________________
 EG0354  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EG0354  DYNAMIC HT  -          93.908 (meters)     308.10  (feet)  COMP
 EG0354  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 EG0354
 EG0354  VERT ORDER  -  SECOND    CLASS 0
 EG0354
 EG0354.The horizontal coordinates were scaled from a topographic map and have
 EG0354.an estimated accuracy of +/- 6 seconds.
 EG0354
 EG0354.The orthometric height was determined by differential leveling
 EG0354.and adjusted in June 1991.
 EG0354
 EG0354.The geoid height was determined by GEOID03.
 EG0354
 EG0354.The dynamic height is computed by dividing the NAVD 88
 EG0354.geopotential number by the normal gravity value computed on the
 EG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0354.degrees latitude (g = 980.6199 gals.).
 EG0354
 EG0354.The modeled gravity was interpolated from observed gravity values.
 EG0354
 EG0354;                    North         East    Units  Estimated Accuracy
 EG0354;SPC MS E     -   506,470.      343,800.      MT  (+/- 180 meters Scaled)
 EG0354
 EG0354                          SUPERSEDED SURVEY CONTROL
 EG0354
 EG0354  NGVD 29 (??/??/92)   93.94   (m)          308.2    (f) COMPUTED    2 0
 EG0354
 EG0354.Superseded values are not recommended for survey control.
 EG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0354.See file dsdata.txt to determine how the superseded data were derived.
 EG0354
 EG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC746704(NAD 83)
 EG0354_MARKER: DB = BENCH MARK DISK
 EG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0354_STAMPING: B 174 1946
 EG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0354+STABILITY: SURFACE MOTION
 EG0354
 EG0354  HISTORY     - Date     Condition        Report By
 EG0354  HISTORY     - 1946     MONUMENTED       CGS
 EG0354  HISTORY     - 1963     GOOD             MSHD
 EG0354
 EG0354                          STATION DESCRIPTION
 EG0354
 EG0354'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0354'1.9 MI E FROM SMITHVILLE.
 EG0354'TO REACH FROM THE SMITHVILLE HIGH SCHOOL GO EAST ALONG A BLACK TOP
 EG0354'ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.4
 EG0354'MILE TO A T INTERSECTION AND THE MARK AS DESCRIBED.  THE MARK IS A
 EG0354'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 22 FEET
 EG0354'SOUTH OF THE CENTER OF AN EAST-WEST ROAD, IS LOCATED AT THE NORTHEAST
 EG0354'CORNER OF A CEMETERY FENCED WITH BRICK POSTS AND STEEL PIPE, 9 FEET
 EG0354'SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF THE FENCE, ABOUT LEVEL WITH
 EG0354'THE ROAD, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0
 EG0354'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0328 ***********************************************************************
 EG0328  DESIGNATION -  B 175
 EG0328  PID         -  EG0328
 EG0328  STATE/COUNTY-  MS/ITAWAMBA
 EG0328  USGS QUAD   -  TREMONT (1992)
 EG0328
 EG0328                         *CURRENT SURVEY CONTROL
 EG0328  ___________________________________________________________________
 EG0328* NAD 83(1986)-  34 12 09.     (N)    088 15 14.     (W)     SCALED    
 EG0328* NAVD 88     -       112.499  (meters)     369.09   (feet)  ADJUSTED  
 EG0328  ___________________________________________________________________
 EG0328  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0328  DYNAMIC HT  -         112.385 (meters)     368.72  (feet)  COMP
 EG0328  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 EG0328
 EG0328  VERT ORDER  -  SECOND    CLASS 0
 EG0328
 EG0328.The horizontal coordinates were scaled from a topographic map and have
 EG0328.an estimated accuracy of +/- 6 seconds.
 EG0328
 EG0328.The orthometric height was determined by differential leveling
 EG0328.and adjusted in June 1991.
 EG0328
 EG0328.The geoid height was determined by GEOID03.
 EG0328
 EG0328.The dynamic height is computed by dividing the NAVD 88
 EG0328.geopotential number by the normal gravity value computed on the
 EG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0328.degrees latitude (g = 980.6199 gals.).
 EG0328
 EG0328.The modeled gravity was interpolated from observed gravity values.
 EG0328
 EG0328;                    North         East    Units  Estimated Accuracy
 EG0328;SPC MS E     -   521,560.      353,400.      MT  (+/- 180 meters Scaled)
 EG0328
 EG0328                          SUPERSEDED SURVEY CONTROL
 EG0328
 EG0328  NGVD 29 (??/??/92)  112.436  (m)          368.88   (f) ADJ UNCH    2 0
 EG0328
 EG0328.Superseded values are not recommended for survey control.
 EG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0328.See file dsdata.txt to determine how the superseded data were derived.
 EG0328
 EG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC844853(NAD 83)
 EG0328_MARKER: DB = BENCH MARK DISK
 EG0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0328_STAMPING: B 175 1946
 EG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0328+STABILITY: SURFACE MOTION
 EG0328
 EG0328  HISTORY     - Date     Condition        Report By
 EG0328  HISTORY     - 1946     MONUMENTED       CGS
 EG0328  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0328  HISTORY     - 1963     MARK NOT FOUND   USGS
 EG0328
 EG0328                          STATION DESCRIPTION
 EG0328
 EG0328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0328'2.4 MI SE FROM TREMONT.
 EG0328'ABOUT 3.4 MILES SOUTHEAST ALONG THE GRAVEL ROAD TO SMITHVILLE FROM THE
 EG0328'POST OFFICE AT TREMONT IN THE NORTHEAST CORNER OF THE FARM HOUSE YARD
 EG0328'OF THE W. D. STEVENS PLACE, 71 FEET NORTH OF THE NORTHEAST CORNER OF
 EG0328'THE HOUSE, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, 31 FEET
 EG0328'SOUTHWEST OF THE WEST END OF A 30 INCH CONCRETE PIPE CULVERT UNDER THE
 EG0328'MAIN ROAD AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS A
 EG0328'BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EG0328
 EG0328                          STATION RECOVERY (1963)
 EG0328
 EG0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EG0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0486 ***********************************************************************
 DJ0486  DESIGNATION -  B 177
 DJ0486  PID         -  DJ0486
 DJ0486  STATE/COUNTY-  MS/NOXUBEE
 DJ0486  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0486
 DJ0486                         *CURRENT SURVEY CONTROL
 DJ0486  ___________________________________________________________________
 DJ0486* NAD 83(1986)-  33 12 31.     (N)    088 22 00.     (W)     SCALED    
 DJ0486* NAVD 88     -        67.998  (meters)     223.09   (feet)  ADJUSTED  
 DJ0486  ___________________________________________________________________
 DJ0486  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DJ0486  DYNAMIC HT  -          67.924 (meters)     222.85  (feet)  COMP
 DJ0486  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 DJ0486
 DJ0486  VERT ORDER  -  SECOND    CLASS 0
 DJ0486
 DJ0486.The horizontal coordinates were scaled from a topographic map and have
 DJ0486.an estimated accuracy of +/- 6 seconds.
 DJ0486
 DJ0486.The orthometric height was determined by differential leveling
 DJ0486.and adjusted in June 1991.
 DJ0486
 DJ0486.The geoid height was determined by GEOID03.
 DJ0486
 DJ0486.The dynamic height is computed by dividing the NAVD 88
 DJ0486.geopotential number by the normal gravity value computed on the
 DJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0486.degrees latitude (g = 980.6199 gals.).
 DJ0486
 DJ0486.The modeled gravity was interpolated from observed gravity values.
 DJ0486
 DJ0486;                    North         East    Units  Estimated Accuracy
 DJ0486;SPC MS E     -   411,270.      343,510.      MT  (+/- 180 meters Scaled)
 DJ0486
 DJ0486                          SUPERSEDED SURVEY CONTROL
 DJ0486
 DJ0486  NGVD 29 (??/??/92)   67.967  (m)          222.99   (f) ADJ UNCH    2 0
 DJ0486
 DJ0486.Superseded values are not recommended for survey control.
 DJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0486.See file dsdata.txt to determine how the superseded data were derived.
 DJ0486
 DJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB726752(NAD 83)
 DJ0486_MARKER: DB = BENCH MARK DISK
 DJ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0486_STAMPING: B 177 1946
 DJ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0486+STABILITY: SURFACE MOTION
 DJ0486
 DJ0486  HISTORY     - Date     Condition        Report By
 DJ0486  HISTORY     - 1946     MONUMENTED       CGS
 DJ0486  HISTORY     - 1963     GOOD             MSHD
 DJ0486
 DJ0486                          STATION DESCRIPTION
 DJ0486
 DJ0486'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0486'3.35 MI SW FROM BIGBEE VALLEY.
 DJ0486'TO REACH THE MARK FROM THE POST OFFICE AT BIGBEE VALLEY, GO WEST 1.0
 DJ0486'MILE TO A CROSSROAD, TURN LEFT, SOUTH AND GO 2.35 MILES TO THE MARK ON
 DJ0486'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 DJ0486'CONCRETE POST.  IT IS 43 FEET SOUTH OF A GRAVEL DRIVEWAY, 28 FEET
 DJ0486'SOUTH OF THE SOUTH END OF A CULVERT UNDER THE DRIVEWAY, 25 FEET SOUTH
 DJ0486'OF A FENCE CORNER, 23 FEET EAST OF THE CENTER OF THE ROAD, 2 FEET
 DJ0486'NORTH OF AN 8-INCH PECAN TREE, ABOUT LEVEL WITH THE ROAD AND PROJECTS
 DJ0486'3 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1080 ***********************************************************************
 DJ1080  DESIGNATION -  B 178
 DJ1080  PID         -  DJ1080
 DJ1080  STATE/COUNTY-  MS/MONROE
 DJ1080  USGS QUAD   -  ABERDEEN (1992)
 DJ1080
 DJ1080                         *CURRENT SURVEY CONTROL
 DJ1080  ___________________________________________________________________
 DJ1080* NAD 83(1986)-  33 49 15.     (N)    088 31 06.     (W)     SCALED    
 DJ1080* NAVD 88     -        64.106  (meters)     210.32   (feet)  ADJUSTED  
 DJ1080  ___________________________________________________________________
 DJ1080  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1080  DYNAMIC HT  -          64.040 (meters)     210.10  (feet)  COMP
 DJ1080  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 DJ1080
 DJ1080  VERT ORDER  -  SECOND    CLASS 0
 DJ1080
 DJ1080.The horizontal coordinates were scaled from a topographic map and have
 DJ1080.an estimated accuracy of +/- 6 seconds.
 DJ1080
 DJ1080.The orthometric height was determined by differential leveling
 DJ1080.and adjusted in June 1991.
 DJ1080
 DJ1080.The geoid height was determined by GEOID03.
 DJ1080
 DJ1080.The dynamic height is computed by dividing the NAVD 88
 DJ1080.geopotential number by the normal gravity value computed on the
 DJ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1080.degrees latitude (g = 980.6199 gals.).
 DJ1080
 DJ1080.The modeled gravity was interpolated from observed gravity values.
 DJ1080
 DJ1080;                    North         East    Units  Estimated Accuracy
 DJ1080;SPC MS E     -   479,120.      329,160.      MT  (+/- 180 meters Scaled)
 DJ1080
 DJ1080                          SUPERSEDED SURVEY CONTROL
 DJ1080
 DJ1080  NGVD 29 (??/??/92)   64.057  (m)          210.16   (f) ADJ UNCH    2 0
 DJ1080
 DJ1080.Superseded values are not recommended for survey control.
 DJ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1080.See file dsdata.txt to determine how the superseded data were derived.
 DJ1080
 DJ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC594433(NAD 83)
 DJ1080_MARKER: DB = BENCH MARK DISK
 DJ1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1080_SP_SET: ABUTMENT
 DJ1080_STAMPING: B 178 1946
 DJ1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1080
 DJ1080  HISTORY     - Date     Condition        Report By
 DJ1080  HISTORY     - 1946     MONUMENTED       USGS
 DJ1080  HISTORY     - 1963     GOOD             MSHD
 DJ1080  HISTORY     - 1964     GOOD             NGS
 DJ1080
 DJ1080                          STATION DESCRIPTION
 DJ1080
 DJ1080'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1080'1.7 MI SE FROM ABERDEEN.
 DJ1080'TO REACH FROM THE POST OFFICE IN ABERDEEN GO SOUTHEAST ALONG U. S.
 DJ1080'HIGHWAY 45 E FOR 1.7 MILES TO A BRIDGE SPANNING THE TOMBIGBEE RIVER
 DJ1080'AND THE MARK ON THE LEFT.  THE MARK IS A U. S. G. S. GAGING STATION
 DJ1080'REFERENCE DISK SET IN THE BRIDGE ABUTMENT, 16 FEET NORTHWEST OF THE
 DJ1080'CENTERLINE OF THE HIGHWAY.
 DJ1080
 DJ1080                          STATION RECOVERY (1964)
 DJ1080
 DJ1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DJ1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0169 ***********************************************************************
 DJ0169  DESIGNATION -  B 179
 DJ0169  PID         -  DJ0169
 DJ0169  STATE/COUNTY-  MS/LOWNDES
 DJ0169  USGS QUAD   -  CALEDONIA (1987)
 DJ0169
 DJ0169                         *CURRENT SURVEY CONTROL
 DJ0169  ___________________________________________________________________
 DJ0169* NAD 83(1986)-  33 42 32.     (N)    088 19 02.     (W)     SCALED    
 DJ0169* NAVD 88     -        92.426  (meters)     303.23   (feet)  ADJUSTED  
 DJ0169  ___________________________________________________________________
 DJ0169  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DJ0169  DYNAMIC HT  -          92.331 (meters)     302.92  (feet)  COMP
 DJ0169  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DJ0169
 DJ0169  VERT ORDER  -  SECOND    CLASS 0
 DJ0169
 DJ0169.The horizontal coordinates were scaled from a topographic map and have
 DJ0169.an estimated accuracy of +/- 6 seconds.
 DJ0169
 DJ0169.The orthometric height was determined by differential leveling
 DJ0169.and adjusted in June 1991.
 DJ0169
 DJ0169.The geoid height was determined by GEOID03.
 DJ0169
 DJ0169.The dynamic height is computed by dividing the NAVD 88
 DJ0169.geopotential number by the normal gravity value computed on the
 DJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0169.degrees latitude (g = 980.6199 gals.).
 DJ0169
 DJ0169.The modeled gravity was interpolated from observed gravity values.
 DJ0169
 DJ0169;                    North         East    Units  Estimated Accuracy
 DJ0169;SPC MS E     -   466,780.      347,840.      MT  (+/- 180 meters Scaled)
 DJ0169
 DJ0169                          SUPERSEDED SURVEY CONTROL
 DJ0169
 DJ0169  NGVD 29 (??/??/92)   92.396  (m)          303.14   (f) ADJ UNCH    2 0
 DJ0169
 DJ0169.Superseded values are not recommended for survey control.
 DJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0169.See file dsdata.txt to determine how the superseded data were derived.
 DJ0169
 DJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC779306(NAD 83)
 DJ0169_MARKER: DB = BENCH MARK DISK
 DJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0169_STAMPING: B 179 1946
 DJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0169+STABILITY: SURFACE MOTION
 DJ0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0169+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 DJ0169
 DJ0169  HISTORY     - Date     Condition        Report By
 DJ0169  HISTORY     - 1946     MONUMENTED       CGS
 DJ0169  HISTORY     - 1963     GOOD             MSHD
 DJ0169  HISTORY     - 20000821 GOOD             NGS
 DJ0169
 DJ0169                          STATION DESCRIPTION
 DJ0169
 DJ0169'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0169'2.0 MI N FROM CALEDONIA.
 DJ0169'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO NORTH ON A
 DJ0169'GRAVEL ROAD KNOWN AS THE GATTMAN ROAD FOR 2.0 MILES TO A FARM HOUSE
 DJ0169'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN
 DJ0169'8-INCH SQUARE CONCRETE POST.  IT IS 153 FEET SOUTHWEST OF THE
 DJ0169'SOUTHWEST CORNER OF THE HOUSE, 36 FEET NORTHEAST OF THE CENTER OF THE
 DJ0169'ROAD, 23 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE
 DJ0169'HOUSE, 4 FEET NORTHEAST OF A POWERLINE POLE, 3 FEET ABOVE THE LEVEL OF
 DJ0169'THE ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 DJ0169'WEST OF THE MARK.
 DJ0169
 DJ0169                          STATION RECOVERY (2000)
 DJ0169
 DJ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ0169'IN FRONT OF 1 STY. HOUSE AT 2000 WOLF RD.  159 FT WEST OF FRONT OF
 DJ0169'HOUSE, 34 FT NE OF CL OF RD., 24 FT NW OF CL OF DRIVEWAY, 18 FT. W. OF
 DJ0169'FLUSH WATER METER. AT 33-42-32.2N BY 88-19-03.3W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1042 ***********************************************************************
 DJ1042  DESIGNATION -  B 180
 DJ1042  PID         -  DJ1042
 DJ1042  STATE/COUNTY-  MS/MONROE
 DJ1042  USGS QUAD   -  STRONG (1987)
 DJ1042
 DJ1042                         *CURRENT SURVEY CONTROL
 DJ1042  ___________________________________________________________________
 DJ1042* NAD 83(1986)-  33 41 40.     (N)    088 36 26.     (W)     SCALED    
 DJ1042* NAVD 88     -        74.173  (meters)     243.35   (feet)  ADJUSTED  
 DJ1042  ___________________________________________________________________
 DJ1042  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ1042  DYNAMIC HT  -          74.097 (meters)     243.10  (feet)  COMP
 DJ1042  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 DJ1042
 DJ1042  VERT ORDER  -  SECOND    CLASS 0
 DJ1042
 DJ1042.The horizontal coordinates were scaled from a topographic map and have
 DJ1042.an estimated accuracy of +/- 6 seconds.
 DJ1042
 DJ1042.The orthometric height was determined by differential leveling
 DJ1042.and adjusted in June 1991.
 DJ1042
 DJ1042.The geoid height was determined by GEOID03.
 DJ1042
 DJ1042.The dynamic height is computed by dividing the NAVD 88
 DJ1042.geopotential number by the normal gravity value computed on the
 DJ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1042.degrees latitude (g = 980.6199 gals.).
 DJ1042
 DJ1042.The modeled gravity was interpolated from observed gravity values.
 DJ1042
 DJ1042;                    North         East    Units  Estimated Accuracy
 DJ1042;SPC MS E     -   465,080.      320,960.      MT  (+/- 180 meters Scaled)
 DJ1042
 DJ1042                          SUPERSEDED SURVEY CONTROL
 DJ1042
 DJ1042  NGVD 29 (??/??/92)   74.13   (m)          243.2    (f) COMPUTED    2 0
 DJ1042
 DJ1042.Superseded values are not recommended for survey control.
 DJ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1042.See file dsdata.txt to determine how the superseded data were derived.
 DJ1042
 DJ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC510294(NAD 83)
 DJ1042_MARKER: DB = BENCH MARK DISK
 DJ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1042_STAMPING: B 180 1946
 DJ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1042+STABILITY: SURFACE MOTION
 DJ1042
 DJ1042  HISTORY     - Date     Condition        Report By
 DJ1042  HISTORY     - 1946     MONUMENTED       CGS
 DJ1042  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1042  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1042
 DJ1042                          STATION DESCRIPTION
 DJ1042
 DJ1042'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1042'IN STRONGS.
 DJ1042'LOCATED AT STRONG, 0.1 MILE WEST OF THE POST OFFICE, 320 FEET WEST OF
 DJ1042'THE CENTER OF A RAILROAD CROSSING, 58 FEET SOUTH OF THE SOUTHWEST
 DJ1042'CORNER OF A BARN, 24 FEET SOUTH OF THE CENTER OF THE ROAD, 12 FEET
 DJ1042'WEST OF A FENCE CORNER, 2 FEET EAST OF A WOODEN WITNESS POST.  A DISK
 DJ1042'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DJ1042
 DJ1042                          STATION RECOVERY (1983)
 DJ1042
 DJ1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1042'SEARCHED FOR, BUT NOT RECOVERED, MAY BE DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0791 ***********************************************************************
 DJ0791  DESIGNATION -  B 181
 DJ0791  PID         -  DJ0791
 DJ0791  STATE/COUNTY-  MS/LOWNDES
 DJ0791  USGS QUAD   -  ARTESIA (1987)
 DJ0791
 DJ0791                         *CURRENT SURVEY CONTROL
 DJ0791  ___________________________________________________________________
 DJ0791* NAD 83(1986)-  33 25 22.     (N)    088 37 55.     (W)     SCALED    
 DJ0791* NAVD 88     -        79.002  (meters)     259.19   (feet)  ADJUSTED  
 DJ0791  ___________________________________________________________________
 DJ0791  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ0791  DYNAMIC HT  -          78.918 (meters)     258.92  (feet)  COMP
 DJ0791  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DJ0791
 DJ0791  VERT ORDER  -  SECOND    CLASS 0
 DJ0791
 DJ0791.The horizontal coordinates were scaled from a topographic map and have
 DJ0791.an estimated accuracy of +/- 6 seconds.
 DJ0791
 DJ0791.The orthometric height was determined by differential leveling
 DJ0791.and adjusted in June 1991.
 DJ0791
 DJ0791.The geoid height was determined by GEOID03.
 DJ0791
 DJ0791.The dynamic height is computed by dividing the NAVD 88
 DJ0791.geopotential number by the normal gravity value computed on the
 DJ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0791.degrees latitude (g = 980.6199 gals.).
 DJ0791
 DJ0791.The modeled gravity was interpolated from observed gravity values.
 DJ0791
 DJ0791;                    North         East    Units  Estimated Accuracy
 DJ0791;SPC MS E     -   434,950.      318,730.      MT  (+/- 180 meters Scaled)
 DJ0791
 DJ0791                          SUPERSEDED SURVEY CONTROL
 DJ0791
 DJ0791  NGVD 29 (??/??/92)   78.956  (m)          259.04   (f) ADJ UNCH    2 0
 DJ0791
 DJ0791.Superseded values are not recommended for survey control.
 DJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0791.See file dsdata.txt to determine how the superseded data were derived.
 DJ0791
 DJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB482993(NAD 83)
 DJ0791_MARKER: DB = BENCH MARK DISK
 DJ0791_SETTING: 0 = UNSPECIFIED SETTING
 DJ0791_STAMPING: B 181 1946
 DJ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0791
 DJ0791  HISTORY     - Date     Condition        Report By
 DJ0791  HISTORY     - 1946     MONUMENTED       CGS
 DJ0791  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0791
 DJ0791                          STATION DESCRIPTION
 DJ0791
 DJ0791'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0791'1.0 MI E FROM ARTESIA.
 DJ0791'ABOUT 1.0 MILE EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ0791'STATION AT ARTESIA, AT A PRIVATE- ROAD CROSSING, 32 FEET NORTHWEST OF
 DJ0791'MILEPOST 1, 51 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 14.5
 DJ0791'FEET NORTH OF THE CENTER LINE OF THE TRACK, 8 FEET WEST OF A ONE MILE
 DJ0791'STATION SIGN, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 DJ0791'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0584 ***********************************************************************
 DJ0584  DESIGNATION -  B 182
 DJ0584  PID         -  DJ0584
 DJ0584  STATE/COUNTY-  MS/LOWNDES
 DJ0584  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0584
 DJ0584                         *CURRENT SURVEY CONTROL
 DJ0584  ___________________________________________________________________
 DJ0584* NAD 83(1986)-  33 23 03.     (N)    088 26 20.     (W)     SCALED    
 DJ0584* NAVD 88     -        48.072  (meters)     157.72   (feet)  ADJUSTED  
 DJ0584  ___________________________________________________________________
 DJ0584  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ0584  DYNAMIC HT  -          48.020 (meters)     157.55  (feet)  COMP
 DJ0584  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DJ0584
 DJ0584  VERT ORDER  -  SECOND    CLASS 0
 DJ0584
 DJ0584.The horizontal coordinates were scaled from a topographic map and have
 DJ0584.an estimated accuracy of +/- 6 seconds.
 DJ0584
 DJ0584.The orthometric height was determined by differential leveling
 DJ0584.and adjusted in June 1991.
 DJ0584
 DJ0584.The geoid height was determined by GEOID03.
 DJ0584
 DJ0584.The dynamic height is computed by dividing the NAVD 88
 DJ0584.geopotential number by the normal gravity value computed on the
 DJ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0584.degrees latitude (g = 980.6199 gals.).
 DJ0584
 DJ0584.The modeled gravity was interpolated from observed gravity values.
 DJ0584
 DJ0584;                    North         East    Units  Estimated Accuracy
 DJ0584;SPC MS E     -   430,710.      336,700.      MT  (+/- 180 meters Scaled)
 DJ0584
 DJ0584                          SUPERSEDED SURVEY CONTROL
 DJ0584
 DJ0584  NGVD 29 (??/??/92)   48.064  (m)          157.69   (f) ADJ UNCH    2 0
 DJ0584
 DJ0584.Superseded values are not recommended for survey control.
 DJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0584.See file dsdata.txt to determine how the superseded data were derived.
 DJ0584
 DJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB661948(NAD 83)
 DJ0584_MARKER: DB = BENCH MARK DISK
 DJ0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0584_SP_SET: BRIDGE
 DJ0584_STAMPING: B 182 1946
 DJ0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0584
 DJ0584  HISTORY     - Date     Condition        Report By
 DJ0584  HISTORY     - 1946     MONUMENTED       CGS
 DJ0584  HISTORY     - 1963     GOOD             MSHD
 DJ0584
 DJ0584                          STATION DESCRIPTION
 DJ0584
 DJ0584'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0584'3.2 MI NE FROM TRINITY.
 DJ0584'TO REACH THE MARK FROM THE C.M.E. CHURCH IN TRINITY, GO EAST ON A
 DJ0584'GRAVEL ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO NORTH FOR
 DJ0584'2.7 MILES TO A CONCRETE BRIDGE OVER MCGOWERS CREEK AND THE MARK ON THE
 DJ0584'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP
 DJ0584'OF THE SOUTHEAST WINGWALL OF THE BRIDGE, 4 FEET NORTH OF THE SOUTH END
 DJ0584'OF THE WINGWALL, 10 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT
 DJ0584'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0206 ***********************************************************************
 EG0206  DESIGNATION -  B 183
 EG0206  PID         -  EG0206
 EG0206  STATE/COUNTY-  MS/MONROE
 EG0206  USGS QUAD   -  SMITHVILLE (1992)
 EG0206
 EG0206                         *CURRENT SURVEY CONTROL
 EG0206  ___________________________________________________________________
 EG0206* NAD 83(1986)-  34 00 38.     (N)    088 28 13.     (W)     SCALED    
 EG0206* NAVD 88     -        72.144  (meters)     236.69   (feet)  ADJUSTED  
 EG0206  ___________________________________________________________________
 EG0206  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG0206  DYNAMIC HT  -          72.070 (meters)     236.45  (feet)  COMP
 EG0206  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 EG0206
 EG0206  VERT ORDER  -  SECOND    CLASS 0
 EG0206
 EG0206.The horizontal coordinates were scaled from a topographic map and have
 EG0206.an estimated accuracy of +/- 6 seconds.
 EG0206
 EG0206.The orthometric height was determined by differential leveling
 EG0206.and adjusted in June 1991.
 EG0206
 EG0206.The geoid height was determined by GEOID03.
 EG0206
 EG0206.The dynamic height is computed by dividing the NAVD 88
 EG0206.geopotential number by the normal gravity value computed on the
 EG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0206.degrees latitude (g = 980.6199 gals.).
 EG0206
 EG0206.The modeled gravity was interpolated from observed gravity values.
 EG0206
 EG0206;                    North         East    Units  Estimated Accuracy
 EG0206;SPC MS E     -   500,180.      333,540.      MT  (+/- 180 meters Scaled)
 EG0206
 EG0206                          SUPERSEDED SURVEY CONTROL
 EG0206
 EG0206  NGVD 29 (??/??/92)   72.085  (m)          236.50   (f) ADJ UNCH    2 0
 EG0206
 EG0206.Superseded values are not recommended for survey control.
 EG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0206.See file dsdata.txt to determine how the superseded data were derived.
 EG0206
 EG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC642643(NAD 83)
 EG0206_MARKER: DB = BENCH MARK DISK
 EG0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0206_SP_SET: CULVERT
 EG0206_STAMPING: B 183 1946
 EG0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0206
 EG0206  HISTORY     - Date     Condition        Report By
 EG0206  HISTORY     - 1946     MONUMENTED       CGS
 EG0206  HISTORY     - 1963     GOOD             MSHD
 EG0206
 EG0206                          STATION DESCRIPTION
 EG0206
 EG0206'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0206'2.5 MI N FROM AMORY.
 EG0206'TO REACH FROM THE CITY PARK IN AMORY, GO NORTHEAST ON STATE HIGHWAY 25
 EG0206'FOR 2.5 MILES TO A 24 FOOT CONCRETE CULVERT AND THE MARK ON THE RIGHT.
 EG0206'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE
 EG0206'SOUTHEAST HEADWALL, 175 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EG0206'HOUSE, 80 FEET NORTH OF A POWERLINE POLE, 18 FEET SOUTHEAST OF THE
 EG0206'APPROXIMATE CENTER OF THE HIGHWAY AND 8.5 FEET SOUTHEAST OF THE
 EG0206'NORTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0265 ***********************************************************************
 CO0265  DESIGNATION -  B 184
 CO0265  PID         -  CO0265
 CO0265  STATE/COUNTY-  MS/KEMPER
 CO0265  USGS QUAD   -  SCOOBA (1973)
 CO0265
 CO0265                         *CURRENT SURVEY CONTROL
 CO0265  ___________________________________________________________________
 CO0265* NAD 83(1986)-  32 48 39.     (N)    088 27 34.     (W)     SCALED    
 CO0265* NAVD 88     -        58.938  (meters)     193.37   (feet)  ADJUSTED  
 CO0265  ___________________________________________________________________
 CO0265  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CO0265  DYNAMIC HT  -          58.872 (meters)     193.15  (feet)  COMP
 CO0265  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CO0265
 CO0265  VERT ORDER  -  FIRST     CLASS II
 CO0265
 CO0265.The horizontal coordinates were scaled from a topographic map and have
 CO0265.an estimated accuracy of +/- 6 seconds.
 CO0265
 CO0265.The orthometric height was determined by differential leveling
 CO0265.and adjusted in June 1991.
 CO0265
 CO0265.The geoid height was determined by GEOID03.
 CO0265
 CO0265.The dynamic height is computed by dividing the NAVD 88
 CO0265.geopotential number by the normal gravity value computed on the
 CO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0265.degrees latitude (g = 980.6199 gals.).
 CO0265
 CO0265.The modeled gravity was interpolated from observed gravity values.
 CO0265
 CO0265;                    North         East    Units  Estimated Accuracy
 CO0265;SPC MS E     -   367,120.      335,010.      MT  (+/- 180 meters Scaled)
 CO0265
 CO0265                          SUPERSEDED SURVEY CONTROL
 CO0265
 CO0265  NGVD 29 (??/??/92)   58.917  (m)          193.30   (f) ADJ UNCH    1 2
 CO0265
 CO0265.Superseded values are not recommended for survey control.
 CO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0265.See file dsdata.txt to determine how the superseded data were derived.
 CO0265
 CO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB633312(NAD 83)
 CO0265_MARKER: DB = BENCH MARK DISK
 CO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0265_STAMPING: B 184 1946
 CO0265_MARK LOGO: CGS   
 CO0265_PROJECTION: RECESSED 3 CENTIMETERS
 CO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0265+STABILITY: SURFACE MOTION
 CO0265
 CO0265  HISTORY     - Date     Condition        Report By
 CO0265  HISTORY     - 1946     MONUMENTED       CGS
 CO0265  HISTORY     - 1964     GOOD             MSHD
 CO0265  HISTORY     - 1983     GOOD             NGS
 CO0265
 CO0265                          STATION DESCRIPTION
 CO0265
 CO0265'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0265'1.4 MI S FROM SCOOBA.
 CO0265'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND U. S. HIGHWAY
 CO0265'45 IN SCOOBA, GO SOUTH ON HIGHWAY 45 FOR 1.40 MILES TO A GROCERY STORE
 CO0265'(STOGALLS GROCERY) ON THE RIGHT AND A DIRT ROAD ON THE RIGHT, TURN
 CO0265'RIGHT, WEST, AND GO 0.25 MILE TO THE RAILROAD AND THE MARK.  THE MARK
 CO0265'IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS
 CO0265'ABOUT 200 FEET SOUTH OF A LUMBER SHED, 49 FEET SOUTHWEST OF A FENCE
 CO0265'CORNER, 24 FEET EAST OF THE EAST RAIL, 10 FEET NORTHWEST OF A
 CO0265'TELEPHONE LINE POLE, 3 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS
 CO0265'2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 CO0265
 CO0265                          STATION RECOVERY (1983)
 CO0265
 CO0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0265'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.2 KM
 CO0265'(1.4 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0265'HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, THENCE 0.4 KM (0.25 MI)
 CO0265'WEST-SOUTHWEST ALONG A DIRT ROAD LEADING AROUND THE SOUTH SIDE OF A
 CO0265'SECURITY FENCE, AT THE SOUTHWEST CORNER OF THE SECURITY FENCE,
 CO0265'14.93 METERS (49.0 FT) WEST-SOUTHWEST OF A CORNER FENCE POST IN THE
 CO0265'SECURITY FENCE, 7.31 METERS (24.0 FT) EAST OF THE EAST RAIL OF
 CO0265'RAILROAD TRACKS, AND 10.27 METERS (33.7 FT) SOUTHEAST OF A RAILROAD
 CO0265'SWITCH CONTROL BOX.
 CO0265'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CO0265'THE MARK IS 0.9 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0223 ***********************************************************************
 CO0223  DESIGNATION -  B 185
 CO0223  PID         -  CO0223
 CO0223  STATE/COUNTY-  MS/LAUDERDALE
 CO0223  USGS QUAD   -  TAMOLA (1987)
 CO0223
 CO0223                         *CURRENT SURVEY CONTROL
 CO0223  ___________________________________________________________________
 CO0223* NAD 83(1986)-  32 33 36.     (N)    088 23 29.     (W)     SCALED    
 CO0223* NAVD 88     -       107.046  (meters)     351.20   (feet)  ADJUSTED  
 CO0223  ___________________________________________________________________
 CO0223  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CO0223  DYNAMIC HT  -         106.921 (meters)     350.79  (feet)  COMP
 CO0223  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CO0223
 CO0223  VERT ORDER  -  SECOND    CLASS 0
 CO0223
 CO0223.The horizontal coordinates were scaled from a topographic map and have
 CO0223.an estimated accuracy of +/- 6 seconds.
 CO0223
 CO0223.The orthometric height was determined by differential leveling
 CO0223.and adjusted in June 1991.
 CO0223
 CO0223.The geoid height was determined by GEOID03.
 CO0223
 CO0223.The dynamic height is computed by dividing the NAVD 88
 CO0223.geopotential number by the normal gravity value computed on the
 CO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0223.degrees latitude (g = 980.6199 gals.).
 CO0223
 CO0223.The modeled gravity was interpolated from observed gravity values.
 CO0223
 CO0223;                    North         East    Units  Estimated Accuracy
 CO0223;SPC MS E     -   339,330.      341,500.      MT  (+/- 180 meters Scaled)
 CO0223
 CO0223                          SUPERSEDED SURVEY CONTROL
 CO0223
 CO0223  NGVD 29 (??/??/92)  107.03   (m)          351.1    (f) COMPUTED    2 0
 CO0223
 CO0223.Superseded values are not recommended for survey control.
 CO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0223.See file dsdata.txt to determine how the superseded data were derived.
 CO0223
 CO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB693033(NAD 83)
 CO0223_MARKER: DB = BENCH MARK DISK
 CO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0223_SP_SET: CONCRETE POST
 CO0223_STAMPING: B 185 1946
 CO0223_MARK LOGO: CGS   
 CO0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0223+STABILITY: SURFACE MOTION
 CO0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0223+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 CO0223
 CO0223  HISTORY     - Date     Condition        Report By
 CO0223  HISTORY     - 1946     MONUMENTED       CGS
 CO0223  HISTORY     - 1964     GOOD             MSHD
 CO0223  HISTORY     - 1983     GOOD             NGS
 CO0223  HISTORY     - 19900321 GOOD             MSHD
 CO0223
 CO0223                          STATION DESCRIPTION
 CO0223
 CO0223'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0223'10.75 MI NE FROM LAUDERDALE.
 CO0223'TO REACH THE MARK FROM THE POST OFFICE IN LAUDERDALE, GO NORTH ON U.
 CO0223'S. HIGHWAY 45 FOR 1.25 MILES TO A BLACK TOP ROAD ON THE RIGHT, TURN
 CO0223'RIGHT, NORTHEAST AND GO 2.85 MILES TO A DIRT ROAD ON THE RIGHT, TURN
 CO0223'RIGHT, EAST AND GO 0.15 MILE TO A RAILROAD, CONTINUE EAST 4.6 MILES TO
 CO0223'A CHURCH ON THE RIGHT AT AN INTERSECTION WITH A BLACK TOP ROAD TURN
 CO0223'LEFT, NORTHEAST AND GO 1.9 MILES TO THE MARK ON THE RIGHT.  THE MARK
 CO0223'IS A DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST.  IT IS 34
 CO0223'FEET SOUTH OF THE CENTER OF THE ROAD, 40 FEET NORTH OF THE NORTHWEST
 CO0223'CORNER OF A FARM HOUSE, 3 FEET NORTH OF THE NORTHEAST FENCE CORNER,
 CO0223'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES. A
 CO0223'METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
 CO0223
 CO0223                          STATION RECOVERY (1983)
 CO0223
 CO0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0223'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
 CO0223
 CO0223                          STATION RECOVERY (1990)
 CO0223
 CO0223'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0223'MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF LAUDERDALE ON THE
 CO0223'SOUTH R.O.W. OF YORK ROAD, ABOUT 0.05 MI (0.08 KM) WEST OF THE SUMTER
 CO0223'COUNTY AND THE ALABAMA STATE LINE AND IS IN SECTION 6, T 8N, R 19E.
 CO0223'TO REACH FROM THE JUNCTION OF YORK ROAD AND OLD HIGHWAY 45 JUST SOUTH
 CO0223'OF THE POST OFFICE IN LAUDERDALE, GO EAST ON YORK ROAD FOR 0.6 MI
 CO0223'(1.0 KM) TO A FORK, TAKE THE LEFT FORK AND CONTINUE EAST ON YORK ROAD
 CO0223'FOR 6.2 MI (10.0 KM) TO THE JHNCTION OF COBB ROAD, BEAR RIGHT AND
 CO0223'CONTINUE EAST ON YORK ROAD FOR 1.8 MI (2.9 KM) TO A FRAME HOUSE AND
 CO0223'THE MARK ON THE RIGHT.
 CO0223'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0223'ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE ROAD, PROJECTING 4 INCHES,
 CO0223'109 FT (33.2 M) NORTH OF A POWER POLE WITH A LAMP AND A GUY WIRE,
 CO0223'46.8 FT (14.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE,
 CO0223'33 FT (10.1 M) SOUTH OF THE CENTER OF A PAVED ROAD, 27 FT (8.2 M)
 CO0223'EAST OF A 36 INCH OAK, 2 FT (0.6 M) NORTH OF A FENCE AND 1 FT (0.3 M)
 CO0223'SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0406 ***********************************************************************
 DJ0406  DESIGNATION -  B 186
 DJ0406  PID         -  DJ0406
 DJ0406  STATE/COUNTY-  MS/NOXUBEE
 DJ0406  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0406
 DJ0406                         *CURRENT SURVEY CONTROL
 DJ0406  ___________________________________________________________________
 DJ0406* NAD 83(1986)-  33 14 15.     (N)    088 18 58.     (W)     SCALED    
 DJ0406* NAVD 88     -        43.244  (meters)     141.88   (feet)  ADJUSTED  
 DJ0406  ___________________________________________________________________
 DJ0406  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DJ0406  DYNAMIC HT  -          43.198 (meters)     141.73  (feet)  COMP
 DJ0406  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 DJ0406
 DJ0406  VERT ORDER  -  SECOND    CLASS 0
 DJ0406
 DJ0406.The horizontal coordinates were scaled from a topographic map and have
 DJ0406.an estimated accuracy of +/- 6 seconds.
 DJ0406
 DJ0406.The orthometric height was determined by differential leveling
 DJ0406.and adjusted in June 1991.
 DJ0406
 DJ0406.The geoid height was determined by GEOID03.
 DJ0406
 DJ0406.The dynamic height is computed by dividing the NAVD 88
 DJ0406.geopotential number by the normal gravity value computed on the
 DJ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0406.degrees latitude (g = 980.6199 gals.).
 DJ0406
 DJ0406.The modeled gravity was interpolated from observed gravity values.
 DJ0406
 DJ0406;                    North         East    Units  Estimated Accuracy
 DJ0406;SPC MS E     -   414,500.      348,200.      MT  (+/- 180 meters Scaled)
 DJ0406
 DJ0406                          SUPERSEDED SURVEY CONTROL
 DJ0406
 DJ0406  NGVD 29 (??/??/92)   43.214  (m)          141.78   (f) ADJ UNCH    2 0
 DJ0406
 DJ0406.Superseded values are not recommended for survey control.
 DJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0406.See file dsdata.txt to determine how the superseded data were derived.
 DJ0406
 DJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB773783(NAD 83)
 DJ0406_MARKER: DB = BENCH MARK DISK
 DJ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0406_STAMPING: B 186 1946
 DJ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0406+STABILITY: SURFACE MOTION
 DJ0406
 DJ0406  HISTORY     - Date     Condition        Report By
 DJ0406  HISTORY     - 1946     MONUMENTED       CGS
 DJ0406  HISTORY     - 1963     GOOD             MSHD
 DJ0406
 DJ0406                          STATION DESCRIPTION
 DJ0406
 DJ0406'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0406'2.15 MI E FROM BIGBEE VALLEY.
 DJ0406'TO REACH THE MARK FROM THE POST OFFICE IN BIGBEE VALLEY, GO EAST ALONG
 DJ0406'STATE HIGHWAY 388 (GRAVEL) 2.15 MILES TO AN OLD GRAVEL PIT ON THE
 DJ0406'RIGHT AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF
 DJ0406'AN 8-INCH SQUARE CONCRETE POST.  IT IS ABOUT 200 FEET EAST OF A TRACK
 DJ0406'ROAD LEADING SOUTH, 6 FEET NORTH OF AN 18-INCH PINE TREE WITH A
 DJ0406'TRIANGLE BLAZE, ABOUT LEVEL WITH THE GRAVEL ROAD AND IS FLUSH WITH THE
 DJ0406'GROUND.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0620 ***********************************************************************
 DJ0620  DESIGNATION -  B 187
 DJ0620  PID         -  DJ0620
 DJ0620  STATE/COUNTY-  MS/LOWNDES
 DJ0620  USGS QUAD   -  FORRESTON (1987)
 DJ0620
 DJ0620                         *CURRENT SURVEY CONTROL
 DJ0620  ___________________________________________________________________
 DJ0620* NAD 83(1986)-  33 19 03.     (N)    088 21 04.     (W)     SCALED    
 DJ0620* NAVD 88     -        48.984  (meters)     160.71   (feet)  ADJUSTED  
 DJ0620  ___________________________________________________________________
 DJ0620  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0620  DYNAMIC HT  -          48.932 (meters)     160.54  (feet)  COMP
 DJ0620  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 DJ0620
 DJ0620  VERT ORDER  -  SECOND    CLASS 0
 DJ0620
 DJ0620.The horizontal coordinates were scaled from a topographic map and have
 DJ0620.an estimated accuracy of +/- 6 seconds.
 DJ0620
 DJ0620.The orthometric height was determined by differential leveling
 DJ0620.and adjusted in June 1991.
 DJ0620
 DJ0620.The geoid height was determined by GEOID03.
 DJ0620
 DJ0620.The dynamic height is computed by dividing the NAVD 88
 DJ0620.geopotential number by the normal gravity value computed on the
 DJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0620.degrees latitude (g = 980.6199 gals.).
 DJ0620
 DJ0620.The modeled gravity was interpolated from observed gravity values.
 DJ0620
 DJ0620;                    North         East    Units  Estimated Accuracy
 DJ0620;SPC MS E     -   423,350.      344,900.      MT  (+/- 180 meters Scaled)
 DJ0620
 DJ0620                          SUPERSEDED SURVEY CONTROL
 DJ0620
 DJ0620  NGVD 29 (??/??/92)   48.965  (m)          160.65   (f) ADJ UNCH    2 0
 DJ0620
 DJ0620.Superseded values are not recommended for survey control.
 DJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0620.See file dsdata.txt to determine how the superseded data were derived.
 DJ0620
 DJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB742873(NAD 83)
 DJ0620_MARKER: DB = BENCH MARK DISK
 DJ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0620_STAMPING: B 187 1946
 DJ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0620+STABILITY: SURFACE MOTION
 DJ0620
 DJ0620  HISTORY     - Date     Condition        Report By
 DJ0620  HISTORY     - 1946     MONUMENTED       CGS
 DJ0620  HISTORY     - 1963     GOOD             MSHD
 DJ0620
 DJ0620                          STATION DESCRIPTION
 DJ0620
 DJ0620'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0620'8.8 MI SE FROM TRINITY.
 DJ0620'TO REACH FROM THE C.M.E. CHURCH IN TRINITY GO EAST ON A GRAVEL ROAD
 DJ0620'1.05 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT, SOUTH AND GO 1.9
 DJ0620'MILES TO A SIDE ROAD LEFT, TURN LEFT ON A GRAVEL ROAD LEADING TO THE
 DJ0620'NASHVILLE FERRY AND GO EASTERLY 5.9 MILES TO A CHURCH AND THE MARK ON
 DJ0620'THE RIGHT.  (1.0 MILE WEST OF THE FERRY LANDING.)  THE MARK IS A DISK
 DJ0620'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 35 FEET
 DJ0620'NORTHWEST OF THE WEST CORNER OF THE CHURCH, 17 FEET SOUTHEAST OF THE
 DJ0620'CENTER OF THE ROAD, 2 FEET SOUTHEAST OF A DITCH BANK, 1 FOOT ABOVE THE
 DJ0620'LEVEL OF THE ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET
 DJ0620'1.0 FOOT NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0310 ***********************************************************************
 BH0310  DESIGNATION -  B 189
 BH0310  PID         -  BH0310
 BH0310  STATE/COUNTY-  MS/JACKSON
 BH0310  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0310
 BH0310                         *CURRENT SURVEY CONTROL
 BH0310  ___________________________________________________________________
 BH0310* NAD 83(1986)-  30 24 31.     (N)    088 32 12.     (W)     SCALED    
 BH0310* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 BH0310  ___________________________________________________________________
 BH0310  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0310  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0310
 BH0310.The horizontal coordinates were scaled from a topographic map and have
 BH0310.an estimated accuracy of +/- 6 seconds.
 BH0310
 BH0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0310.The vertical order pertains to the NGVD 29 superseded value.
 BH0310
 BH0310.The geoid height was determined by GEOID03.
 BH0310
 BH0310;                    North         East    Units  Estimated Accuracy
 BH0310;SPC MS E     -   100,750.      328,510.      MT  (+/- 180 meters Scaled)
 BH0310
 BH0310                          SUPERSEDED SURVEY CONTROL
 BH0310
 BH0310  NGVD 29 (??/??/??)    7.242  (m)           23.76   (f) ADJUSTED    1 2
 BH0310
 BH0310.Superseded values are not recommended for survey control.
 BH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0310.See file dsdata.txt to determine how the superseded data were derived.
 BH0310
 BH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU523650(NAD 83)
 BH0310_MARKER: DB = BENCH MARK DISK
 BH0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0310_SP_SET: BUILDING
 BH0310_STAMPING: B 189 1955
 BH0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0310
 BH0310  HISTORY     - Date     Condition        Report By
 BH0310  HISTORY     - 1955     MONUMENTED       CGS
 BH0310  HISTORY     - 1973     GOOD             MSHD
 BH0310
 BH0310                          STATION DESCRIPTION
 BH0310
 BH0310'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0310'0.5 MI SSE FROM MOSS POINT.
 BH0310'THE MARK IS LOCATED 0.5 MILE SSE OF THE CENTER OF THE BUSINESS
 BH0310'DISTRICT OF MOSS POINT IN THE SW CORNER OF THE CONCRETE FOUNDATION OF
 BH0310'THE MOSS POINT ELEMENTARY SCHOOL.  IT IS 99 FEET NORTH OF THE CENTER
 BH0310'OF ELY STREET, 392 FEET EAST OF THE EAST RAIL OF THE MISSISSIPPI
 BH0310'EXPORT RAILROAD TRACK, 1 FOOT NORTH OF THE SW CORNER OF THE SCHOOL SET
 BH0310'VERTICALLY IN A DRILL HOLE IN THE WEST FACE NEAR THE SW CORNER OF THE
 BH0310'SCHOOL AND IS 18 INCHES ABOVE THE GROUND.  TO REACH FROM THE
 BH0310'PASCAGOULA-MOSS POINT BANK IN MOSS POINT GO SOUTH ON MAIN STREET
 BH0310'(HIGHWAY 63) FOR 0.4 MILE TO THE JUNCTION OF ELY STREET.  TURN LEFT
 BH0310'AND GO EAST ON ELY STREET FOR 0.15 MILE TO THE CROSSING OF THE
 BH0310'MISSISSIPPI EXPORT RAILROAD TRACK.  CONTINUE EAST ON ELY STREET FOR
 BH0310'125 YARDS TO THE SCHOOL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0390 ***********************************************************************
 BW0390  DESIGNATION -  B 19
 BW0390  PID         -  BW0390
 BW0390  STATE/COUNTY-  MS/AMITE
 BW0390  USGS QUAD   -  PEORIA (1972)
 BW0390
 BW0390                         *CURRENT SURVEY CONTROL
 BW0390  ___________________________________________________________________
 BW0390* NAD 83(1986)-  31 11 24.     (N)    090 38 59.     (W)     SCALED    
 BW0390* NAVD 88     -       113.43   (+/-2cm)     372.1    (feet)  VERTCON   
 BW0390  ___________________________________________________________________
 BW0390  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0390
 BW0390.The horizontal coordinates were scaled from a topographic map and have
 BW0390.an estimated accuracy of +/- 6 seconds.
 BW0390
 BW0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0390.The vertical order pertains to the NGVD 29 superseded value.
 BW0390
 BW0390.The geoid height was determined by GEOID03.
 BW0390
 BW0390;                    North         East    Units  Estimated Accuracy
 BW0390;SPC MS W     -   187,380.      669,850.      MT  (+/- 180 meters Scaled)
 BW0390
 BW0390                          SUPERSEDED SURVEY CONTROL
 BW0390
 BW0390  NGVD 29 (??/??/92)  113.454  (m)          372.22   (f) ADJ UNCH    2 0
 BW0390
 BW0390.Superseded values are not recommended for survey control.
 BW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0390.See file dsdata.txt to determine how the superseded data were derived.
 BW0390
 BW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ239530(NAD 83)
 BW0390_MARKER: DB = BENCH MARK DISK
 BW0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0390_SP_SET: CULVERT
 BW0390_STAMPING: B 19 1934 372.224
 BW0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0390
 BW0390  HISTORY     - Date     Condition        Report By
 BW0390  HISTORY     - 1934     MONUMENTED       CGS
 BW0390  HISTORY     - 1969     GOOD             MSHD
 BW0390
 BW0390                          STATION DESCRIPTION
 BW0390
 BW0390'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0390'9.6 MI ENE FROM LIBERTY.
 BW0390'THE MARK IS LOCATED 9.6 MILES EAST NORTHEAST OF LIBERTY IN THE
 BW0390'NORTHWEST ANGLE OF A CROSSROADS IN THE EAST END OF THE NORTH HEADWALL
 BW0390'OF AN 18 INCH CONCRETE PIPE CULVERT UNDER OLD STATE HIGHWAY 24, 1.4
 BW0390'MILES SOUTHEAST OF THE COMMUNITY OF EAST FORK AND IS IN THE SOUTHEAST
 BW0390'1/4 OF SECTION 25, T 3N, R 5E.  IT IS 32 FEET NORTHWEST OF THE CENTER
 BW0390'OF A CROSSROADS, 16 FEET NORTH OF THE CENTER OF OLD HIGHWAY 24, 25
 BW0390'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 38 FEET NORTH OF A UTILITY
 BW0390'POLE, 1 FOOT WEST OF THE EAST END OF THE CULVERT, 1.5 FEET WEST OF A
 BW0390'METAL WITNESS POST, SET IN A DRILLED HOLE IN THE EAST END OF THE NORTH
 BW0390'HEADWALL OF A CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 BW0390'NOTE-- TO REACH FROM THE AMITE COUNTY COURTHOUSE IN LIBERTY GO EAST
 BW0390'ON STATE HIGHWAY 24 FOR 9.45 MILES TO A CROSSROADS. TURN RIGHT
 BW0390'(SOUTHEAST) AND CONTINUE ON A GRAVELED ROAD FOR 0.5 MILE TO ANOTHER
 BW0390'CROSSROADS AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1202 ***********************************************************************
 BH1202  DESIGNATION -  B 190
 BH1202  PID         -  BH1202
 BH1202  STATE/COUNTY-  MS/HANCOCK
 BH1202  USGS QUAD   -  LOGTOWN (1993)
 BH1202
 BH1202                         *CURRENT SURVEY CONTROL
 BH1202  ___________________________________________________________________
 BH1202* NAD 83(1986)-  30 15 28.     (N)    089 34 38.     (W)     SCALED    
 BH1202* NAVD 88     -         1.581  (meters)       5.19   (feet)  ADJUSTED  
 BH1202  ___________________________________________________________________
 BH1202  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BH1202  DYNAMIC HT  -           1.579 (meters)       5.18  (feet)  COMP
 BH1202  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BH1202
 BH1202  VERT ORDER  -  FIRST     CLASS I
 BH1202
 BH1202.The horizontal coordinates were scaled from a topographic map and have
 BH1202.an estimated accuracy of +/- 6 seconds.
 BH1202
 BH1202.The orthometric height was determined by differential leveling
 BH1202.and adjusted in February 1994.
 BH1202
 BH1202.The geoid height was determined by GEOID03.
 BH1202
 BH1202.The dynamic height is computed by dividing the NAVD 88
 BH1202.geopotential number by the normal gravity value computed on the
 BH1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1202.degrees latitude (g = 980.6199 gals.).
 BH1202
 BH1202.The modeled gravity was interpolated from observed gravity values.
 BH1202
 BH1202;                    North         East    Units  Estimated Accuracy
 BH1202;SPC MS E     -    84,230.      228,410.      MT  (+/- 180 meters Scaled)
 BH1202
 BH1202                          SUPERSEDED SURVEY CONTROL
 BH1202
 BH1202  NAVD 88 (06/15/91)    1.572  (m)            5.16   (f) UNKNOWN     1 1
 BH1202  NGVD 29 (??/??/??)    1.528  (m)            5.01   (f) ADJUSTED    1 1
 BH1202
 BH1202.Superseded values are not recommended for survey control.
 BH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1202.See file dsdata.txt to determine how the superseded data were derived.
 BH1202
 BH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU520501(NAD 83)
 BH1202_MARKER: DB = BENCH MARK DISK
 BH1202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1202_SP_SET: HEADWALL
 BH1202_STAMPING: B 190 1955
 BH1202_MARK LOGO: CGS   
 BH1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1202+STABILITY: SURFACE MOTION
 BH1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1202+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1202
 BH1202  HISTORY     - Date     Condition        Report By
 BH1202  HISTORY     - 1955     MONUMENTED       CGS
 BH1202  HISTORY     - 1972     GOOD             MSHD
 BH1202  HISTORY     - 1977     GOOD             NGS
 BH1202  HISTORY     - 19930317 GOOD             NGS
 BH1202  HISTORY     - 20050707 GOOD             NGS
 BH1202
 BH1202                          STATION DESCRIPTION
 BH1202
 BH1202'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1202'2.3 MI E FROM PEARLINGTON.
 BH1202'THE MARK IS LOCATED 2.3 MILES EAST OF PEARLINGTON SET IN A DRILL HOLE
 BH1202'IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 16 FOOT BOX
 BH1202'CULVERT UNDER HIGHWAY 90.  IT IS 32 FEET SOUTHEAST OF THE CENTER OF
 BH1202'HIGHWAY 90, IT IS 32 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 90, 41
 BH1202'FEET NORTH-NORTHEAST OF A 14 INCH OAK, 1 FOOT SOUTHWEST OF A METAL
 BH1202'WITNESS POST AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD.  TO
 BH1202'REACH FROM THE EAST END OF THE BRIDGE OVER PEARL RIVER AT PEARLINGTON
 BH1202'GO EAST ON U.S. HIGHWAY 90 FOR 2.5 MILES TO THE MARK ON THE RIGHT, 0.1
 BH1202'MILES BEYOND A SIDE ROAD LEFT.
 BH1202
 BH1202                          STATION RECOVERY (1977)
 BH1202
 BH1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1202'2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 190 FROM THE EAST END OF
 BH1202'THE HIGHWAY BRIDGE OVER THE PEARL RIVER AT PEARLINGTON,
 BH1202'0.8 MILE NORTHEAST OF THE EAST END OF THE HIGHWAY BRIDGE OVER
 BH1202'WHITES BAYOU, SET ON TOP AND 0.05 FT. SOUTHWEST OF THE NORTHEAST
 BH1202'END OF THE SOUTHEAST HEAD WALL FOR A 15 FT. CONCRETE BOX CULVERT
 BH1202'BELOW THE HIGHWAY, 32.5 FT. SOUTHEAST OF THE CENTER LINE OF THE
 BH1202'HIGHWAY.
 BH1202
 BH1202                          STATION RECOVERY (1993)
 BH1202
 BH1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1202'3.8 KM (2.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1202'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, IN TOP OF AND 0.1 M
 BH1202'(0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE HEADWALL OF A
 BH1202'CULVERT, 10.0 M (32.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND
 BH1202'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH1202
 BH1202                          STATION RECOVERY (2005)
 BH1202
 BH1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0896 ***********************************************************************
 BH0896  DESIGNATION -  B 191 RESET 1963
 BH0896  PID         -  BH0896
 BH0896  STATE/COUNTY-  MS/HARRISON
 BH0896  USGS QUAD   -  PASS CHRISTIAN (1994)
 BH0896
 BH0896                         *CURRENT SURVEY CONTROL
 BH0896  ___________________________________________________________________
 BH0896* NAD 83(1986)-  30 21 01.     (N)    089 09 06.     (W)     SCALED    
 BH0896* NAVD 88     -         7.790  (meters)      25.56   (feet)  ADJUSTED  
 BH0896  ___________________________________________________________________
 BH0896  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BH0896  DYNAMIC HT  -           7.780 (meters)      25.52  (feet)  COMP
 BH0896  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BH0896
 BH0896  VERT ORDER  -  FIRST     CLASS I
 BH0896
 BH0896.The horizontal coordinates were scaled from a topographic map and have
 BH0896.an estimated accuracy of +/- 6 seconds.
 BH0896
 BH0896.The orthometric height was determined by differential leveling
 BH0896.and adjusted in June 1991.
 BH0896
 BH0896.The geoid height was determined by GEOID03.
 BH0896
 BH0896.The dynamic height is computed by dividing the NAVD 88
 BH0896.geopotential number by the normal gravity value computed on the
 BH0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0896.degrees latitude (g = 980.6199 gals.).
 BH0896
 BH0896.The modeled gravity was interpolated from observed gravity values.
 BH0896
 BH0896;                    North         East    Units  Estimated Accuracy
 BH0896;SPC MS E     -    94,290.      269,400.      MT  (+/- 180 meters Scaled)
 BH0896
 BH0896                          SUPERSEDED SURVEY CONTROL
 BH0896
 BH0896  NGVD 29 (??/??/??)    7.752  (m)           25.43   (f) ADJUSTED    1 1
 BH0896
 BH0896.Superseded values are not recommended for survey control.
 BH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0896.See file dsdata.txt to determine how the superseded data were derived.
 BH0896
 BH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU931595(NAD 83)
 BH0896_MARKER: DB = BENCH MARK DISK
 BH0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0896_STAMPING: B 191 RESET 1963
 BH0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0896+STABILITY: SURFACE MOTION
 BH0896
 BH0896  HISTORY     - Date     Condition        Report By
 BH0896  HISTORY     - 1963     MONUMENTED       CGS
 BH0896  HISTORY     - 1968     GOOD             CGS
 BH0896  HISTORY     - 1976     GOOD             NGS
 BH0896  HISTORY     - 19880823 MARK NOT FOUND   USPSQD
 BH0896
 BH0896                          STATION DESCRIPTION
 BH0896
 BH0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0896'IN LONG BEACH.
 BH0896'AT LONG BEACH, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, ALONG THE
 BH0896'NORTHWEST SIDE OF A RAILROAD PARK, 450 FEET SOUTHWEST OF THE CENTER
 BH0896'LINE OF JEFF DAVIS AVENUE, 87 FEET NORTHWEST OF THE CENTER LINE OF
 BH0896'FIRST STREET, 24 FEET NORTHWEST OF A 3-FOOT OAK TREE, 37 FEET
 BH0896'SOUTHEAST OF THE SOUTHEAST RAIL, 180 FEET NORTHEAST OF BENCH MARK X
 BH0896'214 DESCRIBED, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW
 BH0896'THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 BH0896'INCH ABOVE THE LEVEL OF THE GROUND.  SEC 13, T 8S, R 12W.
 BH0896
 BH0896                          STATION RECOVERY (1976)
 BH0896
 BH0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0896'RECOVERED IN GOOD CONDITION.
 BH0896
 BH0896                          STATION RECOVERY (1988)
 BH0896
 BH0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0365 ***********************************************************************
 BH0365  DESIGNATION -  B 192
 BH0365  PID         -  BH0365
 BH0365  STATE/COUNTY-  MS/JACKSON
 BH0365  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0365
 BH0365                         *CURRENT SURVEY CONTROL
 BH0365  ___________________________________________________________________
 BH0365* NAD 83(1986)-  30 24 28.     (N)    088 45 58.     (W)     SCALED    
 BH0365* NAVD 88     -         6.357  (meters)      20.86   (feet)  ADJUSTED  
 BH0365  ___________________________________________________________________
 BH0365  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0365  DYNAMIC HT  -           6.349 (meters)      20.83  (feet)  COMP
 BH0365  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BH0365
 BH0365  VERT ORDER  -  FIRST     CLASS I
 BH0365
 BH0365.The horizontal coordinates were scaled from a topographic map and have
 BH0365.an estimated accuracy of +/- 6 seconds.
 BH0365
 BH0365.The orthometric height was determined by differential leveling
 BH0365.and adjusted in June 1991.
 BH0365
 BH0365.The geoid height was determined by GEOID03.
 BH0365
 BH0365.The dynamic height is computed by dividing the NAVD 88
 BH0365.geopotential number by the normal gravity value computed on the
 BH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0365.degrees latitude (g = 980.6199 gals.).
 BH0365
 BH0365.The modeled gravity was interpolated from observed gravity values.
 BH0365
 BH0365;                    North         East    Units  Estimated Accuracy
 BH0365;SPC MS E     -   100,630.      306,460.      MT  (+/- 180 meters Scaled)
 BH0365
 BH0365                          SUPERSEDED SURVEY CONTROL
 BH0365
 BH0365  NGVD 29 (??/??/??)    6.317  (m)           20.73   (f) ADJUSTED    1 1
 BH0365
 BH0365.Superseded values are not recommended for survey control.
 BH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0365.See file dsdata.txt to determine how the superseded data were derived.
 BH0365
 BH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU303652(NAD 83)
 BH0365_MARKER: DB = BENCH MARK DISK
 BH0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0365_STAMPING: B 192 1955
 BH0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0365+STABILITY: SURFACE MOTION
 BH0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0365+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BH0365
 BH0365  HISTORY     - Date     Condition        Report By
 BH0365  HISTORY     - 1955     MONUMENTED       CGS
 BH0365  HISTORY     - 1969     GOOD             CGS
 BH0365  HISTORY     - 1988     GOOD             USPSQD
 BH0365  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BH0365
 BH0365                          STATION DESCRIPTION
 BH0365
 BH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0365'3.7 MI E FROM OCEAN SPRINGS.
 BH0365'ABOUT 3.7 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0365'THE STATION AT OCEAN SPRINGS, ABOUT 0.25 MILE EAST OF THE EAST END OF
 BH0365'THE WOODEN BRIDGE OVER HERON BAYOU, ABOUT 0.2 MILE WEST OF MILEPOST
 BH0365'719, 11 RAILS WEST OF THE WEST END OF A 35-FOOT WOODEN BRIDGE OVER A
 BH0365'SMALL STREAM, NEAR THE EAST END OF A ROAD PARALLELING THE TRACK, 46.6
 BH0365'FEET SOUTH OF THE SOUTH RAIL, 54 FEET NORTHEAST OF CABLE POLE NO.
 BH0365'88870, 1 FOOT NORTH OF A FENCE LINE, 0.8 FOOT SOUTH OF A METAL WITNESS
 BH0365'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 BH0365'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. SEC
 BH0365'26, T 7S, R 8 W.
 BH0365
 BH0365                          STATION RECOVERY (1988)
 BH0365
 BH0365'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 BH0365'RECOVERED IN GOOD CONDITION.
 BH0365
 BH0365                          STATION RECOVERY (2004)
 BH0365
 BH0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (JF)
 BH0365'GPS AND MEASUREMENTS USED BUT NO BM LOCATED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0004 ***********************************************************************
 EH0004  DESIGNATION -  B 193
 EH0004  PID         -  EH0004
 EH0004  STATE/COUNTY-  MS/DE SOTO
 EH0004  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0004
 EH0004                         *CURRENT SURVEY CONTROL
 EH0004  ___________________________________________________________________
 EH0004* NAD 83(1986)-  34 58 27.     (N)    090 08 43.     (W)     SCALED    
 EH0004* NAVD 88     -        64.549  (meters)     211.77   (feet)  ADJUSTED  
 EH0004  ___________________________________________________________________
 EH0004  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH0004  DYNAMIC HT  -          64.489 (meters)     211.58  (feet)  COMP
 EH0004  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 EH0004
 EH0004  VERT ORDER  -  FIRST     CLASS I
 EH0004
 EH0004.The horizontal coordinates were scaled from a topographic map and have
 EH0004.an estimated accuracy of +/- 6 seconds.
 EH0004
 EH0004.The orthometric height was determined by differential leveling
 EH0004.and adjusted in June 1991.
 EH0004
 EH0004.The geoid height was determined by GEOID03.
 EH0004
 EH0004.The dynamic height is computed by dividing the NAVD 88
 EH0004.geopotential number by the normal gravity value computed on the
 EH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0004.degrees latitude (g = 980.6199 gals.).
 EH0004
 EH0004.The modeled gravity was interpolated from observed gravity values.
 EH0004
 EH0004;                    North         East    Units  Estimated Accuracy
 EH0004;SPC MS W     -   607,020.      717,170.      MT  (+/- 180 meters Scaled)
 EH0004
 EH0004                          SUPERSEDED SURVEY CONTROL
 EH0004
 EH0004  NGVD 29 (??/??/??)   64.539  (m)          211.74   (f) ADJUSTED    1 1
 EH0004
 EH0004.Superseded values are not recommended for survey control.
 EH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0004.See file dsdata.txt to determine how the superseded data were derived.
 EH0004
 EH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU606739(NAD 83)
 EH0004_MARKER: DB = BENCH MARK DISK
 EH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0004_STAMPING: B 193 1956
 EH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0004+STABILITY: SURFACE MOTION
 EH0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0004+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH0004
 EH0004  HISTORY     - Date     Condition        Report By
 EH0004  HISTORY     - 1956     MONUMENTED       CGS
 EH0004  HISTORY     - 1974     GOOD             NGS
 EH0004  HISTORY     - 20030409 GOOD             USACE
 EH0004
 EH0004                          STATION DESCRIPTION
 EH0004
 EH0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0004'1.25 MI NNE FROM WALLS.
 EH0004'ABOUT 1.25 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0004'OFFICE AT WALLS, ABOUT 0.15 MILE NORTHWEST OF WEIGHT SCALES ON THE
 EH0004'EAST SIDE OF U.S. HIGHWAY 61, 7 RAILS NORTH OF A LARGE WATER TOWER ON
 EH0004'THE IMPERIAL MANUFACTURING COMPANY PROPERTY, ABOUT 110 FEET WEST AND
 EH0004'ACROSS THE ILLINOIS CENTRAL RAILROAD FROM A CINERATOR, 171 FEET NORTH
 EH0004'OF MILEPOST 14, 43 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 20
 EH0004'FEET EAST OF THE CENTER LINE OF AN OLD ROADBED, 1.5 FEET EAST OF A
 EH0004'METAL WITNESS POST, 6 FEET BELOW LEVEL OF THE RAILS AND IN THE TOP OF
 EH0004'A CONCRETE POST PROJECTING 2-INCHES.  1/4, SEC 27, T 1S, R 9W.
 EH0004
 EH0004                          STATION RECOVERY (2003)
 EH0004
 EH0004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0160 ***********************************************************************
 EH0160  DESIGNATION -  B 194
 EH0160  PID         -  EH0160
 EH0160  STATE/COUNTY-  MS/TUNICA
 EH0160  USGS QUAD   -  TUNICA (1981)
 EH0160
 EH0160                         *CURRENT SURVEY CONTROL
 EH0160  ___________________________________________________________________
 EH0160* NAD 83(1986)-  34 38 25.     (N)    090 23 20.     (W)     SCALED    
 EH0160* NAVD 88     -        57.356  (meters)     188.18   (feet)  ADJUSTED  
 EH0160  ___________________________________________________________________
 EH0160  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0160  DYNAMIC HT  -          57.302 (meters)     188.00  (feet)  COMP
 EH0160  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 EH0160
 EH0160  VERT ORDER  -  FIRST     CLASS I
 EH0160
 EH0160.The horizontal coordinates were scaled from a topographic map and have
 EH0160.an estimated accuracy of +/- 6 seconds.
 EH0160
 EH0160.The orthometric height was determined by differential leveling
 EH0160.and adjusted in June 1991.
 EH0160
 EH0160.The geoid height was determined by GEOID03.
 EH0160
 EH0160.The dynamic height is computed by dividing the NAVD 88
 EH0160.geopotential number by the normal gravity value computed on the
 EH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0160.degrees latitude (g = 980.6199 gals.).
 EH0160
 EH0160.The modeled gravity was interpolated from observed gravity values.
 EH0160
 EH0160;                    North         East    Units  Estimated Accuracy
 EH0160;SPC MS W     -   569,970.      694,910.      MT  (+/- 180 meters Scaled)
 EH0160
 EH0160                          SUPERSEDED SURVEY CONTROL
 EH0160
 EH0160  NGVD 29 (??/??/??)   57.389  (m)          188.28   (f) ADJUSTED    1 1
 EH0160
 EH0160.Superseded values are not recommended for survey control.
 EH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0160.See file dsdata.txt to determine how the superseded data were derived.
 EH0160
 EH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU393362(NAD 83)
 EH0160_MARKER: DB = BENCH MARK DISK
 EH0160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0160_SP_SET: COPPER-CLAD STEEL ROD
 EH0160_STAMPING: B 194 1956
 EH0160_MARK LOGO: CGS   
 EH0160_PROJECTION: RECESSED 10 CENTIMETERS
 EH0160_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0160+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 EH0160_ROD/PIPE-DEPTH: 15.2 meters
 EH0160
 EH0160  HISTORY     - Date     Condition        Report By
 EH0160  HISTORY     - 1956     MONUMENTED       CGS
 EH0160  HISTORY     - 1974     GOOD             NGS
 EH0160  HISTORY     - 1983     GOOD             USPSQD
 EH0160  HISTORY     - 19920122 GOOD             NGS
 EH0160  HISTORY     - 20030603 GOOD             USACE
 EH0160
 EH0160                          STATION DESCRIPTION
 EH0160
 EH0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0160'IN EVANSVILLE.
 EH0160'AT EVANSVILLE, 0.3 MILE WEST ALONG A PAVED ROAD FROM THE INTERSECTION
 EH0160'OF U.S. HIGHWAY 61 AND STATE HIGHWAY 4, AT THE CROSSING WITH ILLINOIS
 EH0160'CENTRAL RAILROAD, 48 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD,
 EH0160'49 FEET WEST OF THE SOUTHWEST CORNER OF A METAL COTTON GIN BUILDING,
 EH0160'56 FEET EAST OF THE EAST RAIL OF MAIN TRACK, 3 FEET NORTH OF A POWER
 EH0160'POLE BEARING A TRANSFORMER, 1.7 FEET NORTHEAST OF A METAL WITNESS
 EH0160'POST, 7 FEET BELOW LEVEL OF THE RAILS, AND ON TOP OF A COPPER COATED
 EH0160'STEEL ROD, FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH TILE PIPE
 EH0160'SURROUNDED BY CONCRETE.  THE ROD WAS DRIVEN TO A DEPTH OF 50 FEET.
 EH0160'1/4, SEC 17, T 5S, R 11W.
 EH0160
 EH0160                          STATION RECOVERY (1983)
 EH0160
 EH0160'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0160'RECOVERED IN GOOD CONDITION.
 EH0160
 EH0160                          STATION RECOVERY (1992)
 EH0160
 EH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0160'5.5 KM (3.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0160'STATE HIGHWAY 4 IN TUNICA, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG A
 EH0160'PAVED ROAD, 14.9 M (48.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 EH0160'OF A COTTON GIN, 14.6 M (47.9 FT) NORTH OF THE HIGHWAY CENTERLINE,
 EH0160'2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) NORTHWEST
 EH0160'OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE, AND 0.5 M
 EH0160'(1.6 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 EH0160'4-INCH TILE PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 EH0160'SURFACE.
 EH0160
 EH0160                          STATION RECOVERY (2003)
 EH0160
 EH0160'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0468 ***********************************************************************
 EH0468  DESIGNATION -  B 195
 EH0468  PID         -  EH0468
 EH0468  STATE/COUNTY-  MS/COAHOMA
 EH0468  USGS QUAD   -  MOON LAKE (1964)
 EH0468
 EH0468                         *CURRENT SURVEY CONTROL
 EH0468  ___________________________________________________________________
 EH0468* NAD 83(1986)-  34 28 06.     (N)    090 33 24.     (W)     SCALED    
 EH0468* NAVD 88     -        56.695  (meters)     186.01   (feet)  ADJUSTED  
 EH0468  ___________________________________________________________________
 EH0468  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH0468  DYNAMIC HT  -          56.640 (meters)     185.83  (feet)  COMP
 EH0468  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH0468
 EH0468  VERT ORDER  -  FIRST     CLASS II
 EH0468
 EH0468.The horizontal coordinates were scaled from a topographic map and have
 EH0468.an estimated accuracy of +/- 6 seconds.
 EH0468
 EH0468.The orthometric height was determined by differential leveling
 EH0468.and adjusted in June 1991.
 EH0468
 EH0468.The geoid height was determined by GEOID03.
 EH0468
 EH0468.The dynamic height is computed by dividing the NAVD 88
 EH0468.geopotential number by the normal gravity value computed on the
 EH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0468.degrees latitude (g = 980.6199 gals.).
 EH0468
 EH0468.The modeled gravity was interpolated from observed gravity values.
 EH0468
 EH0468;                    North         East    Units  Estimated Accuracy
 EH0468;SPC MS W     -   550,920.      679,480.      MT  (+/- 180 meters Scaled)
 EH0468
 EH0468                          SUPERSEDED SURVEY CONTROL
 EH0468
 EH0468  NGVD 29 (??/??/??)   56.743  (m)          186.16   (f) ADJUSTED    1 2
 EH0468
 EH0468.Superseded values are not recommended for survey control.
 EH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0468.See file dsdata.txt to determine how the superseded data were derived.
 EH0468
 EH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU244167(NAD 83)
 EH0468_MARKER: DB = BENCH MARK DISK
 EH0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0468_STAMPING: B 195 1956
 EH0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0468+STABILITY: SURFACE MOTION
 EH0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0468+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH0468
 EH0468  HISTORY     - Date     Condition        Report By
 EH0468  HISTORY     - 1956     MONUMENTED       CGS
 EH0468  HISTORY     - 1973     GOOD             MSHD
 EH0468  HISTORY     - 20030610 GOOD             USACE
 EH0468
 EH0468                          STATION DESCRIPTION
 EH0468
 EH0468'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0468'8.2 MI NE FROM FRIARS POINT.
 EH0468'THE MARK IS LOCATED 8.2 MILES NE OF FRIARS POINT IN AN E-W FENCE LINE
 EH0468'JUST NORTH OF A ROAD LEADING EAST OFF THE TOP OF THE MISSISSIPPI RIVER
 EH0468'LEVEE, 7.3 MILES NW OF COAHOMA, 2.6 MILES SE OF THE U.S. HIGHWAY 49
 EH0468'BRIDGE OVER THE MISSISSIPPI RIVER, 0.35 MILE SOUTH OF A HIGH POWER
 EH0468'LINE, 293 YARDS SOUTH OF MILE POST 59/60 IN THE SE 1/4 OF SECTION 13,
 EH0468'T 30N, R 4W.  IT IS 191 FEET EAST OF THE CENTER OF A CATTLE GUARD ON
 EH0468'TOP OF THE LEVEE, 51 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 66
 EH0468'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 66 FEET EAST OF THE CENTER
 EH0468'OF A GATE, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 EH0468'POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER AND PROJECTS 2
 EH0468'INCHES.  TO REACH FROM THE INTERSECTION OF THE MISSISSIPPI RIVER LEVEE
 EH0468'AND U.S. HIGHWAY 49 ABOUT 2 MILES EAST OF THE MISSISSIPPI RIVER BRIDGE
 EH0468'GO SOUTH ALONG THE TOP OF THE LEVEE FOR 1.4 MILES TO A CATTLE GUARD
 EH0468'AND THE MARK ON THE LEFT.
 EH0468
 EH0468                          STATION RECOVERY (2003)
 EH0468
 EH0468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0183 ***********************************************************************
 EH0183  DESIGNATION -  B 196
 EH0183  PID         -  EH0183
 EH0183  STATE/COUNTY-  MS/TUNICA
 EH0183  USGS QUAD   -  DUNDEE (1982)
 EH0183
 EH0183                         *CURRENT SURVEY CONTROL
 EH0183  ___________________________________________________________________
 EH0183* NAD 83(1986)-  34 36 01.     (N)    090 29 03.     (W)     SCALED    
 EH0183* NAVD 88     -        56.486  (meters)     185.32   (feet)  ADJUSTED  
 EH0183  ___________________________________________________________________
 EH0183  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0183  DYNAMIC HT  -          56.432 (meters)     185.14  (feet)  COMP
 EH0183  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 EH0183
 EH0183  VERT ORDER  -  FIRST     CLASS II
 EH0183
 EH0183.The horizontal coordinates were scaled from a topographic map and have
 EH0183.an estimated accuracy of +/- 6 seconds.
 EH0183
 EH0183.The orthometric height was determined by differential leveling
 EH0183.and adjusted in June 1991.
 EH0183
 EH0183.The geoid height was determined by GEOID03.
 EH0183
 EH0183.The dynamic height is computed by dividing the NAVD 88
 EH0183.geopotential number by the normal gravity value computed on the
 EH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0183.degrees latitude (g = 980.6199 gals.).
 EH0183
 EH0183.The modeled gravity was interpolated from observed gravity values.
 EH0183
 EH0183;                    North         East    Units  Estimated Accuracy
 EH0183;SPC MS W     -   565,540.      686,170.      MT  (+/- 180 meters Scaled)
 EH0183
 EH0183                          SUPERSEDED SURVEY CONTROL
 EH0183
 EH0183  NGVD 29 (??/??/??)   56.524  (m)          185.45   (f) ADJUSTED    1 2
 EH0183
 EH0183.Superseded values are not recommended for survey control.
 EH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0183.See file dsdata.txt to determine how the superseded data were derived.
 EH0183
 EH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU307315(NAD 83)
 EH0183_MARKER: DB = BENCH MARK DISK
 EH0183_SETTING: 0 = UNSPECIFIED SETTING
 EH0183_STAMPING: B 196 (1956)
 EH0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0183
 EH0183  HISTORY     - Date     Condition        Report By
 EH0183  HISTORY     - 1956     MONUMENTED       CGS
 EH0183  HISTORY     - 1966     GOOD             MSHD
 EH0183
 EH0183                          STATION DESCRIPTION
 EH0183
 EH0183'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0183'11.2 MI SW FROM TUNICA.
 EH0183'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0183'STREET AND A BLACKTOP ROAD FOR 3.45 MILES TO A CROSSROADS, TURN RIGHT
 EH0183'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 3.95 MILES TO THE
 EH0183'MISSISSIPPI RIVER LEVEE, TURN LEFT (SOUTH) AND CONTINUE ON THE LEVEE
 EH0183'FOR 3.8 MILES TO MILEPOST 46/47 AND THE MARK ON THE LEFT AS DESCRIBED.
 EH0183'IT IS 445.5 FEET SOUTH-SOUTHEAST OF THE TOP OF THE LEVEE, 430 FEET
 EH0183'SOUTH-SOUTHEAST OF MILEPOST 46/47, 31 FEET NORTH-NORTHWEST OF THE
 EH0183'CENTER OF A SMALL LEVEE, 31 FEET WEST-NORTHWEST OF A 15 INCH IRON PIPE
 EH0183'CULVERT, AND 1.4 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0637 ***********************************************************************
 EH0637  DESIGNATION -  B 197
 EH0637  PID         -  EH0637
 EH0637  STATE/COUNTY-  MS/COAHOMA
 EH0637  USGS QUAD   -  RENA LARA (1982)
 EH0637
 EH0637                         *CURRENT SURVEY CONTROL
 EH0637  ___________________________________________________________________
 EH0637* NAD 83(1986)-  34 08 20.     (N)    090 46 06.     (W)     SCALED    
 EH0637* NAVD 88     -        47.003  (meters)     154.21   (feet)  ADJUSTED  
 EH0637  ___________________________________________________________________
 EH0637  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0637  DYNAMIC HT  -          46.957 (meters)     154.06  (feet)  COMP
 EH0637  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EH0637
 EH0637  VERT ORDER  -  FIRST     CLASS II
 EH0637
 EH0637.The horizontal coordinates were scaled from a topographic map and have
 EH0637.an estimated accuracy of +/- 6 seconds.
 EH0637
 EH0637.The orthometric height was determined by differential leveling
 EH0637.and adjusted in June 1991.
 EH0637
 EH0637.The geoid height was determined by GEOID03.
 EH0637
 EH0637.The dynamic height is computed by dividing the NAVD 88
 EH0637.geopotential number by the normal gravity value computed on the
 EH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0637.degrees latitude (g = 980.6199 gals.).
 EH0637
 EH0637.The modeled gravity was interpolated from observed gravity values.
 EH0637
 EH0637;                    North         East    Units  Estimated Accuracy
 EH0637;SPC MS W     -   514,440.      659,880.      MT  (+/- 180 meters Scaled)
 EH0637
 EH0637                          SUPERSEDED SURVEY CONTROL
 EH0637
 EH0637  NGVD 29 (??/??/??)   47.064  (m)          154.41   (f) ADJUSTED    1 2
 EH0637
 EH0637.Superseded values are not recommended for survey control.
 EH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0637.See file dsdata.txt to determine how the superseded data were derived.
 EH0637
 EH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT057798(NAD 83)
 EH0637_MARKER: DB = BENCH MARK DISK
 EH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0637_SP_SET: CONCRETE POST
 EH0637_STAMPING: B 197 1957
 EH0637_MARK LOGO: CGS   
 EH0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0637+STABILITY: SURFACE MOTION
 EH0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0637+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EH0637
 EH0637  HISTORY     - Date     Condition        Report By
 EH0637  HISTORY     - 1957     MONUMENTED       CGS
 EH0637  HISTORY     - 1974     GOOD             NGS
 EH0637  HISTORY     - 19920123 GOOD             NGS
 EH0637  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH0637
 EH0637                          STATION DESCRIPTION
 EH0637
 EH0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0637'1 MI SE FROM RENA LARA.
 EH0637'ABOUT 1 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE BAPTIST CHURCH AT
 EH0637'RENA LARA, 394 FEET SOUTHEAST OF THE CENTER OF A JUNCTION WITH A
 EH0637'GRAVEL ROAD SOUTH, 259 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EH0637'THE B. H. MILEY HOUSE, 35.7 FEET NORTHEAST OF THE CENTER LINE OF THE
 EH0637'ROAD, 11.2 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST ONE OF
 EH0637'TWO DRIVES LEADING NORTH TO THE HOUSE, 1 FOOT BELOW LEVEL OF THE ROAD
 EH0637'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  1/4, SEC 12,
 EH0637'T 26N, R 6W.
 EH0637
 EH0637                          STATION RECOVERY (1992)
 EH0637
 EH0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0637'9.6 KM (5.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0637'OF STATE HIGHWAY 322 IN SHERARD, THENCE 1.6 KM (1.00 MI)
 EH0637'SOUTHEASTERLY ALONG ALLIGATOR-RENA LARA ROAD, 120.7 M (396.0 FT)
 EH0637'SOUTHEAST OF THE CENTER OF LONG ROAD, 22.5 M (73.8 FT) WEST-NORTHWEST
 EH0637'OF AN UNDERGROUND CABLE WARNING SIGN AND JUNCTION BOX NUMBER PED 17,
 EH0637'10.8 M (35.4 FT) NORTH OF THE ROAD CENTERLINE, 7.3 M (24.0 FT) SOUTH
 EH0637'OF A 12-INCH PECAN TREE, 3.5 M (11.5 FT) WEST OF THE CENTER OF A
 EH0637'DRIVEWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 EH0637'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 EH0637
 EH0637                          STATION RECOVERY (2003)
 EH0637
 EH0637'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0604 ***********************************************************************
 DK0604  DESIGNATION -  B 199
 DK0604  PID         -  DK0604
 DK0604  STATE/COUNTY-  MS/BOLIVAR
 DK0604  USGS QUAD   -  PACE (1969)
 DK0604
 DK0604                         *CURRENT SURVEY CONTROL
 DK0604  ___________________________________________________________________
 DK0604* NAD 83(1986)-  33 45 52.     (N)    090 47 52.     (W)     SCALED    
 DK0604* NAVD 88     -        41.244  (meters)     135.31   (feet)  ADJUSTED  
 DK0604  ___________________________________________________________________
 DK0604  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0604  DYNAMIC HT  -          41.201 (meters)     135.17  (feet)  COMP
 DK0604  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 DK0604
 DK0604  VERT ORDER  -  SECOND    CLASS 0
 DK0604
 DK0604.The horizontal coordinates were scaled from a topographic map and have
 DK0604.an estimated accuracy of +/- 6 seconds.
 DK0604
 DK0604.The orthometric height was determined by differential leveling
 DK0604.and adjusted in June 1991.
 DK0604
 DK0604.The geoid height was determined by GEOID03.
 DK0604
 DK0604.The dynamic height is computed by dividing the NAVD 88
 DK0604.geopotential number by the normal gravity value computed on the
 DK0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0604.degrees latitude (g = 980.6199 gals.).
 DK0604
 DK0604.The modeled gravity was interpolated from observed gravity values.
 DK0604
 DK0604;                    North         East    Units  Estimated Accuracy
 DK0604;SPC MS W     -   472,920.      656,980.      MT  (+/- 180 meters Scaled)
 DK0604
 DK0604                          SUPERSEDED SURVEY CONTROL
 DK0604
 DK0604  NGVD 29 (??/??/??)   41.358  (m)          135.69   (f) ADJUSTED    2 0
 DK0604
 DK0604.Superseded values are not recommended for survey control.
 DK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0604.See file dsdata.txt to determine how the superseded data were derived.
 DK0604
 DK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT039382(NAD 83)
 DK0604_MARKER: DB = BENCH MARK DISK
 DK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0604_STAMPING: B 199 1957
 DK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0604+STABILITY: SURFACE MOTION
 DK0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0604+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DK0604
 DK0604  HISTORY     - Date     Condition        Report By
 DK0604  HISTORY     - 1957     MONUMENTED       CGS
 DK0604  HISTORY     - 1973     GOOD             MSHD
 DK0604  HISTORY     - 20030715 GOOD             USACE
 DK0604
 DK0604                          STATION DESCRIPTION
 DK0604
 DK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0604'4.2 MI N FROM SKENE.
 DK0604'ABOUT 4.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION
 DK0604'OF STATE HIGHWAY 146 AT SKENE, IN SECTION 10, T 22 N, R 6 W, AT THE
 DK0604'INTERSECTION OF STATE HIGHWAY 8, ABOUT 0.3 MILE EAST ALONG HIGHWAY 8
 DK0604'FROM ENTRANCE TO BOLIVAR COUNTY FARM, 50 1/2 FEET NORTH-NORTHEAST OF
 DK0604'CENTER LINE OF HIGHWAY 8, 76 FEET NORTHWEST OF CENTER OF CROSSROADS,
 DK0604'35 FEET WEST OF CENTER LINE OF NORTH-SOUTH GRAVEL ROAD, 64 FEET
 DK0604'WEST-NORTHWEST AND ACROSS ROAD NORTH FROM POWER POLE NO. 3, 2 FEET
 DK0604'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF
 DK0604'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DK0604
 DK0604                          STATION RECOVERY (1973)
 DK0604
 DK0604'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DK0604'THE MARK IS LOCATED 4.8 MILES WNW OF CLEVELAND IN THE NW ANGLE OF A
 DK0604'CROSSROAD, 6 MILES NW OF BOYLE, 4.3 MILES NORTH OF THE BAYOU ACADEMY
 DK0604'AT SKENE IN THE SE 1/4 OF SECTION 10, T 22N, R 6W. IT IS 51 FEET NNE
 DK0604'OF THE CENTER OF HIGHWAY 8, 35 FEET WEST OF THE CENTER OF A GRAVELED
 DK0604'ROAD, 79 FEET NW OF THE CENTER OF THE CROSSROAD, 65 FEET WEST OF A
 DK0604'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 113.5 FEET SW OF THE SW
 DK0604'CORNER OF AN ASBESTOS SIDING STORE, 3 FEET WEST OF A 9 INCH TWIN
 DK0604'CHINABERRY, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A
 DK0604'12 INCH CONCRETE CYLINDER ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 DK0604'AND IS FLUSH WITH THE GROUND. TO REACH FROM THE INTERSECTION OF U.S.
 DK0604'HIGHWAY 61 AND STATE HWY. 8 IN CLEVELAND GO WEST ON STATE HIGHWAY 8
 DK0604'THROUGH CLEVELAND FOR 4.5 MILES TO A CROSSROAD AND THE MARK ON THE
 DK0604'RIGHT.
 DK0604
 DK0604                          STATION RECOVERY (2003)
 DK0604
 DK0604'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1138 ***********************************************************************
 BW1138  DESIGNATION -  B 20
 BW1138  PID         -  BW1138
 BW1138  STATE/COUNTY-  MS/WILKINSON
 BW1138  USGS QUAD   -  NEWTONIA (1988)
 BW1138
 BW1138                         *CURRENT SURVEY CONTROL
 BW1138  ___________________________________________________________________
 BW1138* NAD 83(1986)-  31 05 03.     (N)    091 12 08.     (W)     SCALED    
 BW1138* NAVD 88     -       114.61   (+/-2cm)     376.0    (feet)  VERTCON   
 BW1138  ___________________________________________________________________
 BW1138  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1138
 BW1138.The horizontal coordinates were scaled from a topographic map and have
 BW1138.an estimated accuracy of +/- 6 seconds.
 BW1138
 BW1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1138.The vertical order pertains to the NGVD 29 superseded value.
 BW1138
 BW1138.The geoid height was determined by GEOID03.
 BW1138
 BW1138;                    North         East    Units  Estimated Accuracy
 BW1138;SPC MS W     -   175,930.      617,090.      MT  (+/- 180 meters Scaled)
 BW1138
 BW1138                          SUPERSEDED SURVEY CONTROL
 BW1138
 BW1138  NGVD 29 (??/??/92)  114.576  (m)          375.90   (f) ADJ UNCH    2 0
 BW1138
 BW1138.Superseded values are not recommended for survey control.
 BW1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1138.See file dsdata.txt to determine how the superseded data were derived.
 BW1138
 BW1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ714403(NAD 83)
 BW1138_MARKER: DB = BENCH MARK DISK
 BW1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1138_STAMPING: B 20 1934 375.905
 BW1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1138+STABILITY: SURFACE MOTION
 BW1138
 BW1138  HISTORY     - Date     Condition        Report By
 BW1138  HISTORY     - 1934     MONUMENTED       CGS
 BW1138  HISTORY     - 1969     GOOD             MSHD
 BW1138
 BW1138                          STATION DESCRIPTION
 BW1138
 BW1138'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1138'5.7 MI SE FROM WOODVILLE.
 BW1138'THE MARK IS LOCATED 5.7 MILES SOUTHEAST OF WOODVILLE IN FRONT OF A
 BW1138'SMALL FRAME STORE OWNED BY MR. JIMMY JACKSON IN THE NORTHWEST 1/4 OF
 BW1138'SECTION 5, T 1N, R 1E.  IT IS 145 FEET NORTH OF THE CENTER OF HIGHWAY
 BW1138'24, 17 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 24 FEET SOUTH OF
 BW1138'THE CENTER OF THE OLD HIGHWAY, 56 FEET SOUTH OF THE SOUTHEAST CORNER
 BW1138'OF THE PORCH OF A FRAME STORE, 77.5 FEET NORTHEAST OF A STANDARD OIL
 BW1138'SIGN, 128 FEET EAST NORTHEAST OF A POWER LINE POLE WITH A TRANSORMER
 BW1138'AND GUY WIRES, 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF
 BW1138'A 9 INCH SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE
 BW1138'HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE WILKINSON
 BW1138'COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY
 BW1138'24) FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  CONTINUE
 BW1138'EAST ON STATE HIGHWAY 24 FOR 5.65 MILES TO A SIDE ROAD RIGHT AND A
 BW1138'STORE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0621 ***********************************************************************
 EH0621  DESIGNATION -  B 201
 EH0621  PID         -  EH0621
 EH0621  STATE/COUNTY-  MS/COAHOMA
 EH0621  USGS QUAD   -  CLARKSDALE (1967)
 EH0621
 EH0621                         *CURRENT SURVEY CONTROL
 EH0621  ___________________________________________________________________
 EH0621* NAD 83(1986)-  34 11 12.     (N)    090 36 32.     (W)     SCALED    
 EH0621* NAVD 88     -        49.174  (meters)     161.33   (feet)  ADJUSTED  
 EH0621  ___________________________________________________________________
 EH0621  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH0621  DYNAMIC HT  -          49.126 (meters)     161.17  (feet)  COMP
 EH0621  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EH0621
 EH0621  VERT ORDER  -  SECOND    CLASS 0
 EH0621
 EH0621.The horizontal coordinates were scaled from a topographic map and have
 EH0621.an estimated accuracy of +/- 6 seconds.
 EH0621
 EH0621.The orthometric height was determined by differential leveling
 EH0621.and adjusted in June 1991.
 EH0621
 EH0621.The geoid height was determined by GEOID03.
 EH0621
 EH0621.The dynamic height is computed by dividing the NAVD 88
 EH0621.geopotential number by the normal gravity value computed on the
 EH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0621.degrees latitude (g = 980.6199 gals.).
 EH0621
 EH0621.The modeled gravity was interpolated from observed gravity values.
 EH0621
 EH0621;                    North         East    Units  Estimated Accuracy
 EH0621;SPC MS W     -   519,690.      674,600.      MT  (+/- 180 meters Scaled)
 EH0621
 EH0621                          SUPERSEDED SURVEY CONTROL
 EH0621
 EH0621  NGVD 29 (??/??/??)   49.226  (m)          161.50   (f) ADJUSTED    2 0
 EH0621
 EH0621.Superseded values are not recommended for survey control.
 EH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0621.See file dsdata.txt to determine how the superseded data were derived.
 EH0621
 EH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT203854(NAD 83)
 EH0621_MARKER: DB = BENCH MARK DISK
 EH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0621_STAMPING: B 201 1957
 EH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0621+STABILITY: SURFACE MOTION
 EH0621
 EH0621  HISTORY     - Date     Condition        Report By
 EH0621  HISTORY     - 1957     MONUMENTED       CGS
 EH0621  HISTORY     - 1973     GOOD             MSHD
 EH0621
 EH0621                          STATION DESCRIPTION
 EH0621
 EH0621'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0621'2.4 MI WSW FROM CLARKSDALE.
 EH0621'THE MARK IS LOCATED 2.4 MILES WSW OF THE COURTHOUSE IN CLARKSDALE ON
 EH0621'THE NW ROW OF THE ICRR TRACK, 1.5 MILES ENE OF BEVERLY DAVENPORT IN
 EH0621'THE NE 1/4 OF SECTION 28, T 27N, R 4W. IT IS 40 FEET NW OF THE NW
 EH0621'RAIL, 224 FEET NE OF THE CENTER OF A PRIVATE ROAD CROSSING, 9 FEET NW
 EH0621'OF THE CENTER OF A TRACK ROAD PARALLELING THE NW SIDE OF THE RAIL ROAD
 EH0621'TRACK, 83 FEET SW OF THE NW END OF A 24 INCH STEEL PIPE CULVERT UNDER
 EH0621'THE TRACK ROAD, 10 FEET SE OF TELEPHONE POLE NO. 3409, 1 FOOT SE OF A
 EH0621'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 EH0621'5 FEET BELOW THE LEVEL OF THE TRACK AND IS 4 INCHES BELOW THE LEVEL OF
 EH0621'THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0621'CLARKSDALE GO SW ON U.S. HIGHWAY 49 FOR 1.7 MILES TO THE JUNCTION OF
 EH0621'STATE HIGHWAY 322.  TURN RIGHT AND GO NW ON STATE HIGHWAY 322 FOR 0.65
 EH0621'MILE TO THE CROSSING OF THE ICRR TRACK THENCE SW ALONG THE RAILROAD
 EH0621'TRACK FOR 0.8 MILE TO THE MARK ON THE RIGHT JUST BEFORE REACHING A
 EH0621'PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0846 ***********************************************************************
 BW0846  DESIGNATION -  B 204
 BW0846  PID         -  BW0846
 BW0846  STATE/COUNTY-  MS/ADAMS
 BW0846  USGS QUAD   -  NATCHEZ (1976)
 BW0846
 BW0846                         *CURRENT SURVEY CONTROL
 BW0846  ___________________________________________________________________
 BW0846* NAD 83(1986)-  31 33 43.     (N)    091 22 36.     (W)     SCALED    
 BW0846* NAVD 88     -        64.282  (meters)     210.90   (feet)  ADJUSTED  
 BW0846  ___________________________________________________________________
 BW0846  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BW0846  DYNAMIC HT  -          64.205 (meters)     210.65  (feet)  COMP
 BW0846  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 BW0846
 BW0846  VERT ORDER  -  SECOND    CLASS 0
 BW0846
 BW0846.The horizontal coordinates were scaled from a topographic map and have
 BW0846.an estimated accuracy of +/- 6 seconds.
 BW0846
 BW0846.The orthometric height was determined by differential leveling
 BW0846.and adjusted in February 1994.
 BW0846
 BW0846.The geoid height was determined by GEOID03.
 BW0846
 BW0846.The dynamic height is computed by dividing the NAVD 88
 BW0846.geopotential number by the normal gravity value computed on the
 BW0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0846.degrees latitude (g = 980.6199 gals.).
 BW0846
 BW0846.The modeled gravity was interpolated from observed gravity values.
 BW0846
 BW0846;                    North         East    Units  Estimated Accuracy
 BW0846;SPC MS W     -   229,050.      600,950.      MT  (+/- 180 meters Scaled)
 BW0846
 BW0846                          SUPERSEDED SURVEY CONTROL
 BW0846
 BW0846  NAVD 88 (06/15/91)   64.304  (m)          210.97   (f) UNKNOWN     2 0
 BW0846  NGVD 29 (??/??/??)   64.284  (m)          210.91   (f) ADJUSTED    2 0
 BW0846
 BW0846.Superseded values are not recommended for survey control.
 BW0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0846.See file dsdata.txt to determine how the superseded data were derived.
 BW0846
 BW0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ540930(NAD 83)
 BW0846_MARKER: DB = BENCH MARK DISK
 BW0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0846_SP_SET: FOUNDATION
 BW0846_STAMPING: B 204 1960
 BW0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0846
 BW0846  HISTORY     - Date     Condition        Report By
 BW0846  HISTORY     - 1960     MONUMENTED       CGS
 BW0846  HISTORY     - 1970     GOOD             MSHD
 BW0846
 BW0846                          STATION DESCRIPTION
 BW0846
 BW0846'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0846'1.15 MI NE FROM NATCHEZ.
 BW0846'THE MARK IS LOCATED 1.15 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0846'NATCHEZ AT THE SOUTHWEST CORNER OF THE CROUCHS SCRAP METAL CO.
 BW0846'BUILDING AND THE SOUTHEAST CORNER OF THE SCALES.  IT IS 1.1 FEET
 BW0846'NORTHWEST OF THE SOUTHWEST CORNER OF A RED BRICK BUILDING, 1.3 FEET
 BW0846'NORTHEAST OF THE SOUTHEAST CORNER OF PLATFORM SCALES, 46 FEET NORTH OF
 BW0846'A POWER LINE POLE WITH SEVERAL TRANSFORMERS ON IT, 98 FEET NORTHWEST
 BW0846'OF THE NORTH RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD
 BW0846'TRACK, SET IN A DRILLED HOLE IN THE CONCRETE FOUNDATION FOR THE
 BW0846'PLATFORM SCALES OF THE CROUCHS SCRAP YARD CO., AND IS ABOUT 3 FEET
 BW0846'ABOVE THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE TRUCK SCALES
 BW0846'NEAR THE 61, 84 AND 98 BYPASS AT THE EAST EDGE OF NATCHEZ GO WEST ON
 BW0846'U.S. HIGHWAYS 61 AND 84 BUS. ROUTE FOR 0.5 MILE TO A SIDE STREET
 BW0846'RIGHT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON SUMMERSET STREET FOR
 BW0846'0.4 MILE TO THE INTERSECTION OF OLD WASHINGTON ROAD.  TURN LEFT (WEST)
 BW0846'AND CONTINUE ON OLD WASHINGTON ROAD FOR APPROXIMATELY 50 FEET TO A
 BW0846'SIDE STREET RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON HOLDEN LANE FOR
 BW0846'0.2 MILE TO THE CROUCHS SCRAP CO. AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0209 ***********************************************************************
 BW0209  DESIGNATION -  B 208
 BW0209  PID         -  BW0209
 BW0209  STATE/COUNTY-  MS/PIKE
 BW0209  USGS QUAD   -  OSYKA (1972)
 BW0209
 BW0209                         *CURRENT SURVEY CONTROL
 BW0209  ___________________________________________________________________
 BW0209* NAD 83(1986)-  31 02 38.     (N)    090 28 18.     (W)     SCALED    
 BW0209* NAVD 88     -        76.339  (meters)     250.46   (feet)  ADJUSTED  
 BW0209  ___________________________________________________________________
 BW0209  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW0209  DYNAMIC HT  -          76.241 (meters)     250.13  (feet)  COMP
 BW0209  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 BW0209
 BW0209  VERT ORDER  -  FIRST     CLASS I
 BW0209
 BW0209.The horizontal coordinates were scaled from a topographic map and have
 BW0209.an estimated accuracy of +/- 6 seconds.
 BW0209
 BW0209.The orthometric height was determined by differential leveling
 BW0209.and adjusted in February 1994.
 BW0209
 BW0209.The geoid height was determined by GEOID03.
 BW0209
 BW0209.The dynamic height is computed by dividing the NAVD 88
 BW0209.geopotential number by the normal gravity value computed on the
 BW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0209.degrees latitude (g = 980.6199 gals.).
 BW0209
 BW0209.The modeled gravity was interpolated from observed gravity values.
 BW0209
 BW0209;                    North         East    Units  Estimated Accuracy
 BW0209;SPC MS W     -   171,150.      686,800.      MT  (+/- 180 meters Scaled)
 BW0209
 BW0209                          SUPERSEDED SURVEY CONTROL
 BW0209
 BW0209  NAVD 88 (06/15/91)   76.369  (m)          250.55   (f) UNKNOWN     1 1
 BW0209  NGVD 29 (??/??/??)   76.355  (m)          250.51   (f) ADJUSTED    1 1
 BW0209
 BW0209.Superseded values are not recommended for survey control.
 BW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0209.See file dsdata.txt to determine how the superseded data were derived.
 BW0209
 BW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ412372(NAD 83)
 BW0209_MARKER: DB = BENCH MARK DISK
 BW0209_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW0209_SP_SET: FOOTING
 BW0209_STAMPING: B 208 1959
 BW0209_MARK LOGO: CGS   
 BW0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0209+STABILITY: SURFACE MOTION
 BW0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0209+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BW0209
 BW0209  HISTORY     - Date     Condition        Report By
 BW0209  HISTORY     - 1959     MONUMENTED       CGS
 BW0209  HISTORY     - 1969     GOOD             MSHD
 BW0209  HISTORY     - 19920712 GOOD             NGS
 BW0209
 BW0209                          STATION DESCRIPTION
 BW0209
 BW0209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0209'1.0 MI S FROM CHATAWA.
 BW0209'THE MARK IS LOCATED 1.0 MILE SOUTH OF CHATAWA IN THE NORTHWEST CORNER
 BW0209'OF A CONCRETE BASE FOR AN ABANDONED SIGNAL BLOCK, 2.7 MILES NORTH OF
 BW0209'OSYKA IN THE SOUTHWEST 1/4 OF SECTION 14, T 1N, R 7E.  IT IS 7 FEET
 BW0209'EAST OF THE EAST RAIL OF THE EAST TRACK, 247.5 FEET SOUTHEAST OF
 BW0209'MILEPOST 821, 1.5 FEET SOUTH OF A METAL WITNESS POST, SET IN A DRILLED
 BW0209'HOLE IN THE NORTHWEST CORNER OF AN ABANDONED SIGNAL BLOCK BASE AND IS
 BW0209'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE
 BW0209'PIKE COUNTY COURTHOUSE IN MAGNOLIA GO WEST ON BAY STREET (STATE
 BW0209'HIGHWAY 48) FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN
 BW0209'LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 6.0 MILES TO A SIDE
 BW0209'ROAD LEFT LEADING INTO CHATAWA.  CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR
 BW0209'0.8 MILE TO A SIDE ROAD RIGHT AND A PRIVATE ROAD ON THE LEFT. TURN
 BW0209'LEFT THROUGH AN IRON GATE AND CONTINUE ON A PRIVATE ROAD FOR 0.4 MILE
 BW0209'TO A RAILROAD CROSSING.  THENCE SOUTH ALONG THE ILLINOIS CENTRAL
 BW0209'RAILROAD TRACK FOR 0.25 MILE TO THE MARK ON THE LEFT. NOTE-- THE 1959
 BW0209'DESCRIPTION STATED THAT IT WAS IN THE NW CORNER OF A CONCRETE BASE OF
 BW0209'A 4 IN. IRON PIPE WHICH SUPPORTS THE POWER LINE FOR A SIGNAL BLOCK BUT
 BW0209'THIS WAS IN ERROR.
 BW0209
 BW0209                          STATION RECOVERY (1992)
 BW0209
 BW0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0209'12.9 KM (8.00 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0209'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, NEAR THE WEST END
 BW0209'OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED), 75.0
 BW0209'M (246.1 FT) SOUTHEAST OF MILEPOST 821, 6.3 M (20.7 FT) EAST OF THE
 BW0209'NEAR RAIL, 0.4 M (1.3 FT) EAST OF THE WEST END OF THE FOOTING, 0.3 M
 BW0209'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE FOOTING IS FLUSH WITH
 BW0209'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0099 ***********************************************************************
 BW0099  DESIGNATION -  B 209
 BW0099  PID         -  BW0099
 BW0099  STATE/COUNTY-  MS/LINCOLN
 BW0099  USGS QUAD   -  BROOKHAVEN (1972)
 BW0099
 BW0099                         *CURRENT SURVEY CONTROL
 BW0099  ___________________________________________________________________
 BW0099* NAD 83(1986)-  31 36 24.     (N)    090 24 36.     (W)     SCALED    
 BW0099* NAVD 88     -       146.86   (+/-2cm)     481.8    (feet)  VERTCON   
 BW0099  ___________________________________________________________________
 BW0099  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW0099  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0099
 BW0099.This mark is at Brookhaven-Lincoln County Airport (1R7)
 BW0099
 BW0099.The horizontal coordinates were scaled from a topographic map and have
 BW0099.an estimated accuracy of +/- 6 seconds.
 BW0099
 BW0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0099.The vertical order pertains to the NGVD 29 superseded value.
 BW0099
 BW0099.The geoid height was determined by GEOID03.
 BW0099
 BW0099;                    North         East    Units  Estimated Accuracy
 BW0099;SPC MS W     -   233,540.      692,730.      MT  (+/- 180 meters Scaled)
 BW0099
 BW0099                          SUPERSEDED SURVEY CONTROL
 BW0099
 BW0099  NGVD 29 (??/??/??)  146.854  (m)          481.80   (f) ADJUSTED    1 2
 BW0099
 BW0099.Superseded values are not recommended for survey control.
 BW0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0099.See file dsdata.txt to determine how the superseded data were derived.
 BW0099
 BW0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ457997(NAD 83)
 BW0099_MARKER: DB = BENCH MARK DISK
 BW0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0099_SP_SET: CONCRETE POST
 BW0099_STAMPING: B 209 1960
 BW0099_MARK LOGO: CGS   
 BW0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0099+STABILITY: SURFACE MOTION
 BW0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0099+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0099
 BW0099  HISTORY     - Date     Condition        Report By
 BW0099  HISTORY     - 1960     MONUMENTED       CGS
 BW0099  HISTORY     - 1969     GOOD             NGS
 BW0099  HISTORY     - 1971     GOOD             NGS
 BW0099  HISTORY     - 19860910 GOOD             NGS
 BW0099  HISTORY     - 19920622 GOOD             NGS
 BW0099
 BW0099                          STATION DESCRIPTION
 BW0099
 BW0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0099'IN BROOKHAVEN.
 BW0099'AT BROOKHAVEN MUNICIPAL AIRPORT, 0.1 MILE SOUTHEAST OF THE MAIN GATE
 BW0099'AT ENTRANCE TO AIRPORT, 8.5 FEET SOUTHEAST OF THE EAST CORNER OF THE
 BW0099'MOST SOUTHEASTERLY HANGAR AT AIRPORT, 7 FEET NORTHWEST OF A LIGHT
 BW0099'POLE, 145.0 FEET SOUTHEAST OF THE EAST CORNER OF THE AIRPORT OFFICE
 BW0099'BUILDING, ABOUT LEVEL WITH THE BLACK TOP RAMP AND SET IN THE TOP OF A
 BW0099'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.  1/4, SEC 4, T 7N,
 BW0099'R 8E.
 BW0099
 BW0099                          STATION RECOVERY (1971)
 BW0099
 BW0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BW0099'RECOVERED IN GOOD CONDITION.
 BW0099
 BW0099                          STATION RECOVERY (1986)
 BW0099
 BW0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BW0099'RECOVERED IN GOOD CONDITION.
 BW0099
 BW0099                          STATION RECOVERY (1992)
 BW0099
 BW0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0099'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 550 FROM THE JUNCTION OF
 BW0099'THE ILLINOIS CENTRAL RAILROAD IN BROOKHAVEN, THENCE 0.8 KM (0.50 MI)
 BW0099'NORTHERLY ALONG SECOND STREET, THENCE 2.2 KM (1.35 MI) NORTHEASTERLY
 BW0099'ALONG MAIN STREET AND 0LD U.S. HIGHWAY 51, THENCE 0.1 KM (0.05 MI)
 BW0099'EASTERLY ALONG HEUCKS RETREAT ROAD, THENCE 0.3 KM (0.20 MI)
 BW0099'SOUTHEASTERLY ALONG THE BROOKHAVEN MUNICIPAL AIRPORT ENTRANCE ROAD AND
 BW0099'A TAXIWAY, 23.4 M (76.8 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, 2.6
 BW0099'M (8.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SHEET METAL HANGAR
 BW0099'JUST SOUTHEAST OF THE AIRPORT OFFICE, 1.9 M (6.2 FT) NORTHWEST OF A
 BW0099'UTILITY LIGHT POLE, 0.3 M (1.0 FT) NORTH-NORTHEAST OF A WITNESS POST,
 BW0099'0.2 M (0.7 FT) BELOW THE LEVEL OF THE TAXIWAY, AND THE MONUMENT IS
 BW0099'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0242 ***********************************************************************
 CP0242  DESIGNATION -  B 210
 CP0242  PID         -  CP0242
 CP0242  STATE/COUNTY-  MS/HINDS
 CP0242  USGS QUAD   -  JACKSON (1998)
 CP0242
 CP0242                         *CURRENT SURVEY CONTROL
 CP0242  ___________________________________________________________________
 CP0242* NAD 83(1986)-  32 16 45.     (N)    090 12 05.     (W)     SCALED    
 CP0242* NAVD 88     -        90.226  (meters)     296.02   (feet)  ADJUSTED  
 CP0242  ___________________________________________________________________
 CP0242  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0242  DYNAMIC HT  -          90.124 (meters)     295.68  (feet)  COMP
 CP0242  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 CP0242
 CP0242  VERT ORDER  -  FIRST     CLASS II
 CP0242
 CP0242.The horizontal coordinates were scaled from a topographic map and have
 CP0242.an estimated accuracy of +/- 6 seconds.
 CP0242
 CP0242.The orthometric height was determined by differential leveling
 CP0242.and adjusted in February 1994.
 CP0242
 CP0242.The geoid height was determined by GEOID03.
 CP0242
 CP0242.The dynamic height is computed by dividing the NAVD 88
 CP0242.geopotential number by the normal gravity value computed on the
 CP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0242.degrees latitude (g = 980.6199 gals.).
 CP0242
 CP0242.The modeled gravity was interpolated from observed gravity values.
 CP0242
 CP0242;                    North         East    Units  Estimated Accuracy
 CP0242;SPC MS W     -   308,110.      712,430.      MT  (+/- 180 meters Scaled)
 CP0242
 CP0242                          SUPERSEDED SURVEY CONTROL
 CP0242
 CP0242  NAVD 88 (06/15/91)   90.232  (m)          296.04   (f) UNKNOWN     1 2
 CP0242  NGVD 29 (??/??/??)   90.241  (m)          296.07   (f) ADJUSTED    1 2
 CP0242
 CP0242.Superseded values are not recommended for survey control.
 CP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0242.See file dsdata.txt to determine how the superseded data were derived.
 CP0242
 CP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR635748(NAD 83)
 CP0242_MARKER: DB = BENCH MARK DISK
 CP0242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0242_SP_SET: BRIDGE ABUTMENT
 CP0242_STAMPING: B 210 1960
 CP0242_MARK LOGO: CGS   
 CP0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0242+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 CP0242
 CP0242  HISTORY     - Date     Condition        Report By
 CP0242  HISTORY     - 1960     MONUMENTED       CGS
 CP0242  HISTORY     - 1977     GOOD             MSHD
 CP0242  HISTORY     - 19920623 GOOD             NGS
 CP0242
 CP0242                          STATION DESCRIPTION
 CP0242
 CP0242'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0242'1.7 MI SW FROM JACKSON.
 CP0242'THE MARK IS LOCATED 1.7 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0242'JACKSON IN THE SOUTHWEST ABUTMENT OF I.C.G. RAILROAD BRIDGE NO. 730.7
 CP0242'OVER LYNCH CREEK IN THE NORTHWEST 1/4 OF SECTION 16, T 5N, R 1E.  IT
 CP0242'IS 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK SET
 CP0242'IN A DRILL HOLE, 0.85 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 CP0242'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE AND IS ABOUT 1 FOOT BELOW
 CP0242'THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING
 CP0242'AT THE EAST END OF CAPITOL STREET IN JACKSON GO SOUTH ON STATE STREET
 CP0242'FOR 1.05 MILES TO THE ENTRANCE RAMP TO U.S. HIGHWAY 80. TURN RIGHT
 CP0242'ONTO HIGHWAY 80 AND GO WEST FOR 0.6 MILE TO THE INTERSECTION OF
 CP0242'GALLATIN STREET.  TURN LEFT AND GO SOUTH ON GALLATIN STREET FOR 0.4
 CP0242'MILE TO THE JUNCTION OF A FRONTAGE ROAD.  TURN RIGHT AND GO WEST ON A
 CP0242'FRONTAGE ROAD FOR 0.65 MILE TO A BRIDGE OVER THE RAILROAD TRACK.
 CP0242'THENCE NORTHEAST ALONG THE RAILROAD TRACK FOR ABOUT 1170 FEET TO THE
 CP0242'BRIDGE AND THE MARK ON THE RIGHT.
 CP0242
 CP0242                          STATION RECOVERY (1992)
 CP0242
 CP0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0242'0.8 KM (0.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0242'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, IN TOP OF AND 0.3 M
 CP0242'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 CP0242'ABUTMENT OF A RAILROAD BRIDGE SPANNING LYNCH CREEK, 0.4 KM (0.25 MI)
 CP0242'NORTH OF MILEPOST 731, 2.5 M (8.2 FT) SOUTHEAST OF THE NEAR RAIL, AND
 CP0242'0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0335 ***********************************************************************
 CO0335  DESIGNATION -  B 211
 CO0335  PID         -  CO0335
 CO0335  STATE/COUNTY-  MS/LAUDERDALE
 CO0335  USGS QUAD   -  KEWANEE (1974)
 CO0335
 CO0335                         *CURRENT SURVEY CONTROL
 CO0335  ___________________________________________________________________
 CO0335* NAD 83(1986)-  32 25 26.     (N)    088 25 47.     (W)     SCALED    
 CO0335* NAVD 88     -        83.416  (meters)     273.67   (feet)  ADJUSTED  
 CO0335  ___________________________________________________________________
 CO0335  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CO0335  DYNAMIC HT  -          83.318 (meters)     273.35  (feet)  COMP
 CO0335  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 CO0335
 CO0335  VERT ORDER  -  FIRST     CLASS I
 CO0335
 CO0335.The horizontal coordinates were scaled from a topographic map and have
 CO0335.an estimated accuracy of +/- 6 seconds.
 CO0335
 CO0335.The orthometric height was determined by differential leveling
 CO0335.and adjusted in June 1991.
 CO0335.WARNING-Repeat measurements at this control monument indicate possible
 CO0335.vertical movement.
 CO0335
 CO0335.The geoid height was determined by GEOID03.
 CO0335
 CO0335.The dynamic height is computed by dividing the NAVD 88
 CO0335.geopotential number by the normal gravity value computed on the
 CO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0335.degrees latitude (g = 980.6199 gals.).
 CO0335
 CO0335.The modeled gravity was interpolated from observed gravity values.
 CO0335
 CO0335;                    North         East    Units  Estimated Accuracy
 CO0335;SPC MS E     -   324,220.      337,960.      MT  (+/- 180 meters Scaled)
 CO0335
 CO0335                          SUPERSEDED SURVEY CONTROL
 CO0335
 CO0335  NGVD 29 (??/??/??)   83.398  (m)          273.61   (f) ADJUSTED    1 1
 CO0335
 CO0335.Superseded values are not recommended for survey control.
 CO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0335.See file dsdata.txt to determine how the superseded data were derived.
 CO0335
 CO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA655883(NAD 83)
 CO0335_MARKER: DB = BENCH MARK DISK
 CO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0335_SP_SET: CONCRETE POST
 CO0335_STAMPING: B 211 1960
 CO0335_MARK LOGO: CGS   
 CO0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0335+STABILITY: SURFACE MOTION
 CO0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0335+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1990
 CO0335
 CO0335  HISTORY     - Date     Condition        Report By
 CO0335  HISTORY     - 1960     MONUMENTED       CGS
 CO0335  HISTORY     - 1968     GOOD             NGS
 CO0335  HISTORY     - 19900206 GOOD             MSHD
 CO0335
 CO0335                          STATION DESCRIPTION
 CO0335
 CO0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0335'0.5 MI E FROM KEWANEE.
 CO0335'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE POST OFFICE
 CO0335'AT KEWANEE, IN SECTION 26, T 7 N, R 18 E, 125 FEET SOUTH AND ACROSS
 CO0335'THE TRACKS OF THE SOUTHERN RAILWAY SYSTEM FROM THE CENTERLINE OF THE
 CO0335'HIGHWAY, 58 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 115 FEET
 CO0335'SOUTHWEST OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 80 FEET
 CO0335'WEST OF THE CENTERLINE OF A TRAIL ROAD, 28 1/2 FEET SOUTHWEST OF A
 CO0335'TELEPHONE POLE, 2 1/2 FEET NORTH OF A FENCE, 1.3 FEET SOUTH OF A METAL
 CO0335'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0335'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 CO0335
 CO0335                          STATION RECOVERY (1990)
 CO0335
 CO0335'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0335'MARK IS LOCATED ABOUT 16.2 MI (26.1 KM) EAST NORTHEAST OF MERIDIAN ON
 CO0335'THE SOUTH R.O.W. OF THE SOUTHERN RAILROAD TRACK, 1.3 MI (2.1 KM) WEST
 CO0335'OF THE MISISISSIPPI-ALABAMA STATE LINE, 0.5 MI (0.8 KM) EAST OF THE
 CO0335'CROSSROAD IN KEWANEE AND IS IN SECTION 26, T 7N, R 18E.
 CO0335'TO REACH FROM THE U.S. HIGHWAY 11 AND 80 BRIDGE OVER I-20 AND I-59 AT
 CO0335'THE WEST EDGE OF KEWANEE, GO EAST OF U.S. HIGHWAY 11 AND 80 PASSING
 CO0335'THROUH KEWANEE FOR 1.35 MI (2.17 KM) TO A PRIVATE ROAD AND THE MARK
 CO0335'ON THE RIGHT.
 CO0335'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0335'5.5 FT (1.7 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 4 INCHES, 123
 CO0335'FT (37.5 M) SOUTH OF THE CENTER OF HIGHWAY 11, 120.5 FT (36.7 M)
 CO0335'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 107 FT (32.6 M)
 CO0335'WEST OF THE CENTER OF A PRIVATE ROAD, 58 FT (17.7 M) SOUTH OF THE
 CO0335'SOUTH RAIL, 3.8 FT (1.2 M) WEST ,OF A 9 INCH CHERRY WITH A WITNESS
 CO0335'SIGN ON IT, 3 FT (0.9 M) NORTH OF A FFENCE AND 1.3 FT (0.4 M) SOUTH
 CO0335'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0869 ***********************************************************************
 CO0869  DESIGNATION -  B 212
 CO0869  PID         -  CO0869
 CO0869  STATE/COUNTY-  MS/RANKIN
 CO0869  USGS QUAD   -  BRANDON (1982)
 CO0869
 CO0869                         *CURRENT SURVEY CONTROL
 CO0869  ___________________________________________________________________
 CO0869* NAD 83(1986)-  32 16 41.     (N)    089 56 27.     (W)     SCALED    
 CO0869* NAVD 88     -       121.790  (meters)     399.57   (feet)  ADJUSTED  
 CO0869  ___________________________________________________________________
 CO0869  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CO0869  DYNAMIC HT  -         121.648 (meters)     399.11  (feet)  COMP
 CO0869  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CO0869
 CO0869  VERT ORDER  -  FIRST     CLASS I
 CO0869
 CO0869.The horizontal coordinates were scaled from a topographic map and have
 CO0869.an estimated accuracy of +/- 6 seconds.
 CO0869
 CO0869.The orthometric height was determined by differential leveling
 CO0869.and adjusted in June 1991.
 CO0869
 CO0869.The geoid height was determined by GEOID03.
 CO0869
 CO0869.The dynamic height is computed by dividing the NAVD 88
 CO0869.geopotential number by the normal gravity value computed on the
 CO0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0869.degrees latitude (g = 980.6199 gals.).
 CO0869
 CO0869.The modeled gravity was interpolated from observed gravity values.
 CO0869
 CO0869;                    North         East    Units  Estimated Accuracy
 CO0869;SPC MS W     -   308,050.      736,970.      MT  (+/- 180 meters Scaled)
 CO0869
 CO0869                          SUPERSEDED SURVEY CONTROL
 CO0869
 CO0869  NGVD 29 (??/??/??)  121.791  (m)          399.58   (f) ADJUSTED    1 1
 CO0869
 CO0869.Superseded values are not recommended for survey control.
 CO0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0869.See file dsdata.txt to determine how the superseded data were derived.
 CO0869
 CO0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA230750(NAD 83)
 CO0869_MARKER: DB = BENCH MARK DISK
 CO0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0869_STAMPING: B 212 1960
 CO0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0869+STABILITY: SURFACE MOTION
 CO0869
 CO0869  HISTORY     - Date     Condition        Report By
 CO0869  HISTORY     - 1960     MONUMENTED       CGS
 CO0869  HISTORY     - 1968     GOOD             NGS
 CO0869  HISTORY     - 1977     GOOD             MSHD
 CO0869
 CO0869                          STATION DESCRIPTION
 CO0869
 CO0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0869'2.75 MI E FROM BRANDON.
 CO0869'ABOUT 2.75 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY
 CO0869'COURTHOUSE AT BRANDON, 0.4 MILE EAST OF A HIGHWAY UNDERPASS FOR
 CO0869'INTERSTATE HIGHWAY 20, 0.25 MILE WEST OF A CONCRETE HIGHWAY BRIDGE
 CO0869'OVER RICHLAND CREEK, 56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CO0869'85 1/2 FEET EAST OF A POWER POLE, 36 FEET EAST OF THE CENTER OF A
 CO0869'WOODEN GATE, 6 1/2 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE MARKER,
 CO0869'1 1/2 FEET NORTH OF A FENCE, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 CO0869'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CO0869'OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CO0869'GROUND.  SEC 13, T 5N, R 3E.
 CO0869
 CO0869                          STATION RECOVERY (1977)
 CO0869
 CO0869'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0869'IT IS 97 FEET WEST OF THE CENTER OF A WOODEN GATE, 89.5 FEET
 CO0869'WEST-SOUTHWEST OF A POWER POLE, 85 FEET EAST OF A RIGHT OF WAY MARKER
 CO0869'AND 6 FEET SOUTH OF A FENCE. THE WOODEN GATE WEST OF THE MARK NO
 CO0869'LONGER EXISTS THE FENCE NO SOUTH OF THE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0918 ***********************************************************************
 CO0918  DESIGNATION -  B 213
 CO0918  PID         -  CO0918
 CO0918  STATE/COUNTY-  MS/SCOTT
 CO0918  USGS QUAD   -  PULASKI (1982)
 CO0918
 CO0918                         *CURRENT SURVEY CONTROL
 CO0918  ___________________________________________________________________
 CO0918* NAD 83(1986)-  32 21 19.     (N)    089 35 36.     (W)     SCALED    
 CO0918* NAVD 88     -       138.207  (meters)     453.43   (feet)  ADJUSTED  
 CO0918  ___________________________________________________________________
 CO0918  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CO0918  DYNAMIC HT  -         138.045 (meters)     452.90  (feet)  COMP
 CO0918  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CO0918
 CO0918  VERT ORDER  -  FIRST     CLASS I
 CO0918
 CO0918.The horizontal coordinates were scaled from a topographic map and have
 CO0918.an estimated accuracy of +/- 6 seconds.
 CO0918
 CO0918.The orthometric height was determined by differential leveling
 CO0918.and adjusted in June 1991.
 CO0918
 CO0918.The geoid height was determined by GEOID03.
 CO0918
 CO0918.The dynamic height is computed by dividing the NAVD 88
 CO0918.geopotential number by the normal gravity value computed on the
 CO0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0918.degrees latitude (g = 980.6199 gals.).
 CO0918
 CO0918.The modeled gravity was interpolated from observed gravity values.
 CO0918
 CO0918;                    North         East    Units  Estimated Accuracy
 CO0918;SPC MS E     -   316,800.      228,470.      MT  (+/- 180 meters Scaled)
 CO0918
 CO0918                          SUPERSEDED SURVEY CONTROL
 CO0918
 CO0918  NGVD 29 (??/??/??)  138.203  (m)          453.42   (f) ADJUSTED    1 1
 CO0918
 CO0918.Superseded values are not recommended for survey control.
 CO0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0918.See file dsdata.txt to determine how the superseded data were derived.
 CO0918
 CO0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA559827(NAD 83)
 CO0918_MARKER: DB = BENCH MARK DISK
 CO0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0918_STAMPING: B 213 1961
 CO0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0918+STABILITY: SURFACE MOTION
 CO0918
 CO0918  HISTORY     - Date     Condition        Report By
 CO0918  HISTORY     - 1961     MONUMENTED       CGS
 CO0918  HISTORY     - 1968     GOOD             NGS
 CO0918  HISTORY     - 1977     GOOD             MSHD
 CO0918
 CO0918                          STATION DESCRIPTION
 CO0918
 CO0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0918'3.95 MI E FROM MORTON.
 CO0918'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS CENTRAL
 CO0918'RAILROAD STATION AT MORTON, AT THE KALEM METHODIST CHURCH, 70 1/2 FEET
 CO0918'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A PAVED
 CO0918'ROAD, 69 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF
 CO0918'THE CENTERLINE OF THE PAVED ROAD, 66 1/2 FEET SOUTHEAST OF THE
 CO0918'SOUTHEAST CORNER OF THE CHURCH BUILDING, 47 1/2 FEET SOUTH OF AN
 CO0918'18-INCH OAK TREE, 0.7 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE
 CO0918'WALKWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CO0918'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND. SEC
 CO0918'20, T 6N, R 7E.
 CO0918
 CO0918                          STATION RECOVERY (1977)
 CO0918
 CO0918'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0918'THE MARK IS LOCATED 3.75 MILES EAST OF MORTON IN THE NORTHWEST ANGLE
 CO0918'OF A CROSSROAD IN THE SOUTH EASTERN SECTION OF THE LAWN OF THE KALEM
 CO0918'METHODIST CHURCH IN THE NORTHEAST 1/4 OF SECTION 20, T 6 N, R 7 E. IT
 CO0918'IS 135 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE CYCLONE
 CO0918'FENCE AROUND THE CEMETERY, 90.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 CO0918'CORNER OF KALEM GROCERY, 66 FEET SOUTHEAST OF THE SOUTHEAST COENRER
 CO0918'THE CHURCH AUDITORIUM, 68.5 FEET NORTH OF THE CENTER OF HIGHWAY 80,
 CO0918'30 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 0.9 FEET NORTH OF THE
 CO0918'NORTH EDGE OF A WALK SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 CO0918'LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH THE
 CO0918'FIRST BAPTIST CHURCH IN MORTON GO EAST ON U.S. HIGHWAY 80 FOR 3.9
 CO0918'MILES
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0775 ***********************************************************************
 CO0775  DESIGNATION -  B 214
 CO0775  PID         -  CO0775
 CO0775  STATE/COUNTY-  MS/NEWTON
 CO0775  USGS QUAD   -  LAKE (1982)
 CO0775
 CO0775                         *CURRENT SURVEY CONTROL
 CO0775  ___________________________________________________________________
 CO0775* NAD 83(1986)-  32 19 40.     (N)    089 15 04.     (W)     SCALED    
 CO0775* NAVD 88     -       140.925  (meters)     462.35   (feet)  ADJUSTED  
 CO0775  ___________________________________________________________________
 CO0775  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CO0775  DYNAMIC HT  -         140.761 (meters)     461.81  (feet)  COMP
 CO0775  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CO0775
 CO0775  VERT ORDER  -  FIRST     CLASS I
 CO0775
 CO0775.The horizontal coordinates were scaled from a topographic map and have
 CO0775.an estimated accuracy of +/- 6 seconds.
 CO0775
 CO0775.The orthometric height was determined by differential leveling
 CO0775.and adjusted in June 1991.
 CO0775
 CO0775.The geoid height was determined by GEOID03.
 CO0775
 CO0775.The dynamic height is computed by dividing the NAVD 88
 CO0775.geopotential number by the normal gravity value computed on the
 CO0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0775.degrees latitude (g = 980.6199 gals.).
 CO0775
 CO0775.The modeled gravity was interpolated from observed gravity values.
 CO0775
 CO0775;                    North         East    Units  Estimated Accuracy
 CO0775;SPC MS E     -   313,570.      260,670.      MT  (+/- 180 meters Scaled)
 CO0775
 CO0775                          SUPERSEDED SURVEY CONTROL
 CO0775
 CO0775  NGVD 29 (??/??/??)  140.918  (m)          462.33   (f) ADJUSTED    1 1
 CO0775
 CO0775.Superseded values are not recommended for survey control.
 CO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0775.See file dsdata.txt to determine how the superseded data were derived.
 CO0775
 CO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA881789(NAD 83)
 CO0775_MARKER: DB = BENCH MARK DISK
 CO0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0775_SP_SET: CONCRETE POST
 CO0775_STAMPING: B 214 1961
 CO0775_MARK LOGO: CGS   
 CO0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0775+STABILITY: SURFACE MOTION
 CO0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0775+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0775
 CO0775  HISTORY     - Date     Condition        Report By
 CO0775  HISTORY     - 1961     MONUMENTED       CGS
 CO0775  HISTORY     - 1968     GOOD             NGS
 CO0775  HISTORY     - 19890621 GOOD             MSHD
 CO0775  HISTORY     - 19991215 GOOD             NGS
 CO0775  HISTORY     - 19991220 GOOD             NGS
 CO0775
 CO0775                          STATION DESCRIPTION
 CO0775
 CO0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0775'4.9 MI E FROM LAKE.
 CO0775'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0775'LAKE, THENCE 4.75 MILES EAST ALONG U.S. HIGHWAY 80, OR ABOUT 0.25 MILE
 CO0775'WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT NEWTON,
 CO0775'THENCE 0.1 MILE NORTH ALONG SCHOOL STREET, THENCE 1.25 MILES WEST
 CO0775'ALONG WEST CHURCH STREET WHICH IS U.S. HIGHWAY 80 BUSINESS ROUTE,
 CO0775'THENCE 4.05 MILES WEST ALONG U.S. HIGHWAY 80, 74 FEET NORTH OF THE
 CO0775'CENTERLINE OF THE HIGHWAY, 30 1/2 FEET WEST OF THE CENTERLINE OF A
 CO0775'TRAIL ROAD, 14 1/2 FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A
 CO0775'FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 CO0775'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0775'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 26, T 6N, R 10E.
 CO0775
 CO0775                          STATION RECOVERY (1989)
 CO0775
 CO0775'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0775'MARK IS LOCATED 8.53 KM (5.30 MI) WEST OF NEWTON IN THE NORTHWEST
 CO0775'ANGLE OF THE JUNCTION OF A GRAVEL ROAD WITH U.S. HIGHWAY 80, 1.61 KM
 CO0775'(1.00 MI) WEST OF THE COMMUNITY OF LAWRENCE IN THE SW 1/4 OF SECTION
 CO0775'26, T6N, R10E.  TO REACH FROM THE JUNCTION OF U.S. HWY. 80 AND STATE
 CO0775'HWY. 505 IN LAWRENCE, GO WEST ON U.S. HWY. 80 FOR 1.53 KM (0.95 MI) TO
 CO0775'A SIDE ROAD AND THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN
 CO0775'THE TOP OF A ROUND CONCRETE POST PROJECTING 0.05 M (0.2 FT) .  IT IS
 CO0775'22.66 M (74.3 FT) NORTH THE CENTER OF HIGHWAY 80, 15.39 M (50.5 FT)
 CO0775'WEST OF A 13 INCH OAK, 9.45 M (31.0 FT) WEST OF THE CENTER OF A GRAVEL
 CO0775'ROAD, 5.61 M (18.4 FT) SOUTHEAST OF A WATER VALVE, 0.85 M (2.8 FT)
 CO0775'EAST OF A TELEPHONE CABLE WARNING SIGN, 0.52 M (1.7 FT) WEST OF A
 CO0775'METAL WITNESS POST AND IS ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF THE
 CO0775'ROAD.
 CO0775
 CO0775                          STATION RECOVERY (1999)
 CO0775
 CO0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0775'MARK IS WEST OF CENTER OF VELMA MOORE RD.  ALSO 2 FT NORTH OF A 6 IN
 CO0775'PINE AND 4 FT. WEST OF A 12 IN PINE TREE.
 CO0775
 CO0775                          STATION RECOVERY (1999)
 CO0775
 CO0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0775'RECOVERED, ADD TO 1989 DIRECTIONS AS FOLLOWS.  STATION IS NORTHWEST OF
 CO0775'THE INTERSECTION OF HWY 80 AND VELMA MOORE RD.  IT IS 0.61 M (2.00 FT)
 CO0775'NORTH OF A 15 CM PINE TREE, AND 1.2 M (3.9 FT) WEST OF A 30 CM PINE
 CO0775'TREE.  OTHER TIES ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0979 ***********************************************************************
 BH0979  DESIGNATION -  B 215
 BH0979  PID         -  BH0979
 BH0979  STATE/COUNTY-  MS/HANCOCK
 BH0979  USGS QUAD   -  WAVELAND (1976)
 BH0979
 BH0979                         *CURRENT SURVEY CONTROL
 BH0979  ___________________________________________________________________
 BH0979* NAD 83(1986)-  30 18 01.     (N)    089 28 26.     (W)     SCALED    
 BH0979* NAVD 88     -         4.81   (+/-2cm)      15.8    (feet)  VERTCON   
 BH0979  ___________________________________________________________________
 BH0979  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BH0979  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0979
 BH0979.The horizontal coordinates were scaled from a topographic map and have
 BH0979.an estimated accuracy of +/- 6 seconds.
 BH0979
 BH0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0979.The vertical order pertains to the NGVD 29 superseded value.
 BH0979
 BH0979.The geoid height was determined by GEOID03.
 BH0979
 BH0979;                    North         East    Units  Estimated Accuracy
 BH0979;SPC MS E     -    88,880.      238,390.      MT  (+/- 180 meters Scaled)
 BH0979
 BH0979                          SUPERSEDED SURVEY CONTROL
 BH0979
 BH0979  NGVD 29 (??/??/??)    4.770  (m)           15.65   (f) ADJUSTED    1 2
 BH0979
 BH0979.Superseded values are not recommended for survey control.
 BH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0979.See file dsdata.txt to determine how the superseded data were derived.
 BH0979
 BH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU620546(NAD 83)
 BH0979_MARKER: DB = BENCH MARK DISK
 BH0979_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0979_SP_SET: 88 FEET
 BH0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0979
 BH0979  HISTORY     - Date     Condition        Report By
 BH0979  HISTORY     - UNK      MONUMENTED       CGS
 BH0979  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH0979  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH0979
 BH0979                          STATION DESCRIPTION
 BH0979
 BH0979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0979'9.35 MI W FROM BAY ST  LOUIS.
 BH0979'THE MARK IS LOCATED ABOUT 9.35 MILES WEST ALONG U.S. HIGHWAY 90 FROM
 BH0979'THE WEST END OF BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS, 1.45 MILES
 BH0979'EAST OF THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 43 LEADING WEST, 83
 BH0979'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 25 FEET EAST OF THE CENTER
 BH0979'LINE OF CYPRESS STREET WHICH LEADS INTO A HOUSING DEVELOPMENT, 109.5
 BH0979'FEET SE OF AND ACROSS CYPRESS STREET FROM TELEPHONE POLE NO. 73, 1
 BH0979'FOOT SOUTH OF THE SW CORNER OF A 2 BY 12 FOOT LONG BY 3 FOOT HIGH
 BH0979'BRICK PLANTER WHICH HAS SHRUBS PLANTED IN IT, 3.5 FEET SSE OF A
 BH0979'CONCRETE STREET MARKER READING CYPRESS STREET AND U.S. HIGHWAY 90,
 BH0979'ABOUT LEVEL WITH THE STREET, AND IS A DISK ON A COPPER COATED ROD
 BH0979'WHICH PROJECTS 1 INCH AND PROTECTED BY A 4 INCH TILE THAT PROJECTS 1
 BH0979'INCH.  THE ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
 BH0979
 BH0979                          STATION RECOVERY (1976)
 BH0979
 BH0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0979'NOT RECOVERED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0787 ***********************************************************************
 CO0787  DESIGNATION -  B 223
 CO0787  PID         -  CO0787
 CO0787  STATE/COUNTY-  MS/NEWTON
 CO0787  USGS QUAD   -  NEWTON (1982)
 CO0787
 CO0787                         *CURRENT SURVEY CONTROL
 CO0787  ___________________________________________________________________
 CO0787* NAD 83(1986)-  32 19 30.     (N)    089 09 43.     (W)     SCALED    
 CO0787* NAVD 88     -       128.884  (meters)     422.85   (feet)  ADJUSTED  
 CO0787  ___________________________________________________________________
 CO0787  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CO0787  DYNAMIC HT  -         128.733 (meters)     422.35  (feet)  COMP
 CO0787  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CO0787
 CO0787  VERT ORDER  -  FIRST     CLASS I
 CO0787
 CO0787.The horizontal coordinates were scaled from a topographic map and have
 CO0787.an estimated accuracy of +/- 6 seconds.
 CO0787
 CO0787.The orthometric height was determined by differential leveling
 CO0787.and adjusted in June 1991.
 CO0787
 CO0787.The geoid height was determined by GEOID03.
 CO0787
 CO0787.The dynamic height is computed by dividing the NAVD 88
 CO0787.geopotential number by the normal gravity value computed on the
 CO0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0787.degrees latitude (g = 980.6199 gals.).
 CO0787
 CO0787.The modeled gravity was interpolated from observed gravity values.
 CO0787
 CO0787;                    North         East    Units  Estimated Accuracy
 CO0787;SPC MS E     -   313,230.      269,060.      MT  (+/- 180 meters Scaled)
 CO0787
 CO0787                          SUPERSEDED SURVEY CONTROL
 CO0787
 CO0787  NGVD 29 (??/??/??)  128.876  (m)          422.82   (f) ADJUSTED    1 1
 CO0787
 CO0787.Superseded values are not recommended for survey control.
 CO0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0787.See file dsdata.txt to determine how the superseded data were derived.
 CO0787
 CO0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA964785(NAD 83)
 CO0787_MARKER: DB = BENCH MARK DISK
 CO0787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO0787_SP_SET: COPPER-CLAD STEEL ROD
 CO0787_STAMPING: B 223 1968
 CO0787_MARK LOGO: CGS   
 CO0787_MAGNETIC: I = MARKER IS A STEEL ROD
 CO0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0787+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 CO0787
 CO0787  HISTORY     - Date     Condition        Report By
 CO0787  HISTORY     - 1968     MONUMENTED       CGS
 CO0787  HISTORY     - 19890808 GOOD             MSHD
 CO0787
 CO0787                          STATION DESCRIPTION
 CO0787
 CO0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0787'0.6 MI NW FROM NEWTON.
 CO0787'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0787'STATION AT NEWTON, THENCE 0.35 MILE NORTH ALONG THE GULF, MOBILE AND
 CO0787'OHIO RAILROAD, IN SECTION 27, T 6 N, R 11 E, 107 FEET NORTHEAST OF THE
 CO0787'CENTER OF A CROSSING OF THE RAILROAD AND RICHARDSON AVENUE, 38 1/2
 CO0787'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 28 1/2 FEET WEST OF THE
 CO0787'CENTERLINE OF NORTH MAIN STREET, 80 1/2 FEET NORTH OF A LIGHT POLE, 33
 CO0787'FEET NORTHEAST OF A TELEPHONE POLE, 9 1/2 FEET WEST OF A POWER POLE
 CO0787'WHICH IS BRACED BY TWO GUY WIRES, 1.0 FOOT SOUTH OF A METAL WITNESS
 CO0787'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF
 CO0787'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 41 FEET AND
 CO0787'IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
 CO0787
 CO0787                          STATION RECOVERY (1989)
 CO0787
 CO0787'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0787'MARK IS LOCATED 0.32 KM (0.20 MI) NORTH OF THE CENTER OF DOWNTOWN
 CO0787'NEWTON IN THE NORTHEAST ANGLE OF THE CROSSING OF RICHARDSON AVE. WITH
 CO0787'THE G.M. AND O. RAILROAD TRACK OPPOSITE A SHARP CURVE IN NORTH MAIN
 CO0787'STREET NEAR THE CENTER OF THE LINE BETWEEN SECTION 27 AND 34, T6N,
 CO0787'R11E.  TO REACH FROM THE INTERSECTION OF MAIN AND CHURCH STREETS 1/2
 CO0787'BLOCK WEST OF THE POST OFFICE IN NEWTON GO NORTH ON MAIN STREET FOR
 CO0787'0.32 KM (0.20 MI) TO THE JUNCTION OF RICHARDSON AVENUE AND THE MARK ON
 CO0787'THE LEFT JUST BEYOND.  MARK IS A STANDARD DISK ON TOP OF A 5/8 INCH
 CO0787'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12.5 M (41.0 FT) AND
 CO0787'PROJECTS 0.12 M (0.4 FT) .  IT IS 31.09 M (102.0 FT) NORTH OF THE
 CO0787'CENTER OF RICHARDSON AVENUE, 26.37 M (86.5 FT) WEST OF THE NORTHWEST
 CO0787'CORNER OF MID-STATE SUPPLY INC., 23.62 M (77.5 FT) NORTHEAST OF
 CO0787'MILEPOST 162, 11.89 M (39.0 FT) EAST OF THE EAST RAIL OF THE MAIN
 CO0787'TRACK, 8.53 M (28.0 FT) WEST OF THE CENTER OF NORTH MAIN STREET, 2.29
 CO0787'M (7.5 FT) WEST OF A POWER POLE WITH GUY WIRES, 0.37 M (1.2 FT) SOUTH
 CO0787'OF A METAL WITNESS POST AND IS ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL
 CO0787'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0747 ***********************************************************************
 CO0747  DESIGNATION -  B 224
 CO0747  PID         -  CO0747
 CO0747  STATE/COUNTY-  MS/SCOTT
 CO0747  USGS QUAD   -  FOREST (1982)
 CO0747
 CO0747                         *CURRENT SURVEY CONTROL
 CO0747  ___________________________________________________________________
 CO0747* NAD 83(1986)-  32 21 41.     (N)    089 28 56.     (W)     SCALED    
 CO0747* NAVD 88     -       148.430  (meters)     486.97   (feet)  ADJUSTED  
 CO0747  ___________________________________________________________________
 CO0747  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CO0747  DYNAMIC HT  -         148.256 (meters)     486.40  (feet)  COMP
 CO0747  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CO0747
 CO0747  VERT ORDER  -  FIRST     CLASS I
 CO0747
 CO0747.The horizontal coordinates were scaled from a topographic map and have
 CO0747.an estimated accuracy of +/- 6 seconds.
 CO0747
 CO0747.The orthometric height was determined by differential leveling
 CO0747.and adjusted in June 1991.
 CO0747
 CO0747.The geoid height was determined by GEOID03.
 CO0747
 CO0747.The dynamic height is computed by dividing the NAVD 88
 CO0747.geopotential number by the normal gravity value computed on the
 CO0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0747.degrees latitude (g = 980.6199 gals.).
 CO0747
 CO0747.The modeled gravity was interpolated from observed gravity values.
 CO0747
 CO0747;                    North         East    Units  Estimated Accuracy
 CO0747;SPC MS E     -   317,410.      238,930.      MT  (+/- 180 meters Scaled)
 CO0747
 CO0747                          SUPERSEDED SURVEY CONTROL
 CO0747
 CO0747  NGVD 29 (??/??/??)  148.425  (m)          486.96   (f) ADJUSTED    1 1
 CO0747
 CO0747.Superseded values are not recommended for survey control.
 CO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0747.See file dsdata.txt to determine how the superseded data were derived.
 CO0747
 CO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA664832(NAD 83)
 CO0747_MARKER: DB = BENCH MARK DISK
 CO0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0747_SP_SET: RR BRIDGE FOOTING
 CO0747_STAMPING: B 224 1968
 CO0747_MARK LOGO: CGS   
 CO0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0747+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0747
 CO0747  HISTORY     - Date     Condition        Report By
 CO0747  HISTORY     - 1968     MONUMENTED       CGS
 CO0747  HISTORY     - 19991220 GOOD             NGS
 CO0747
 CO0747                          STATION DESCRIPTION
 CO0747
 CO0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0747'0.5 MI W FROM FOREST.
 CO0747'ABOUT 0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE SCOTT COUNTY
 CO0747'COURTHOUSE AT FOREST, THENCE 0.35 MILE WEST ALONG THE ILLINOIS CENTRAL
 CO0747'RAILROAD, IN SECTION 16, T 6 N, R 8 E, 10 FEET SOUTH OF THE SOUTH RAIL
 CO0747'OF THE MAIN TRACK, 10 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, SET
 CO0747'IN THE TOP OF THE EAST END OF THE CONCRETE FOUNDATION FOR A RAILROAD
 CO0747'UNDERPASS FOR STATE HIGHWAY 35, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 CO0747'THE TRACK.
 CO0747
 CO0747                          STATION RECOVERY (1999)
 CO0747
 CO0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0301 ***********************************************************************
 CP0301  DESIGNATION -  B 225
 CP0301  PID         -  CP0301
 CP0301  STATE/COUNTY-  MS/HINDS
 CP0301  USGS QUAD   -  RAYMOND (1980)
 CP0301
 CP0301                         *CURRENT SURVEY CONTROL
 CP0301  ___________________________________________________________________
 CP0301* NAD 83(1986)-  32 21 26.     (N)    090 23 51.     (W)     SCALED    
 CP0301* NAVD 88     -        76.400  (meters)     250.66   (feet)  ADJUSTED  
 CP0301  ___________________________________________________________________
 CP0301  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0301  DYNAMIC HT  -          76.312 (meters)     250.37  (feet)  COMP
 CP0301  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CP0301
 CP0301  VERT ORDER  -  FIRST     CLASS I
 CP0301
 CP0301.The horizontal coordinates were scaled from a topographic map and have
 CP0301.an estimated accuracy of +/- 6 seconds.
 CP0301
 CP0301.The orthometric height was determined by differential leveling
 CP0301.and adjusted in June 1991.
 CP0301
 CP0301.The geoid height was determined by GEOID03.
 CP0301
 CP0301.The dynamic height is computed by dividing the NAVD 88
 CP0301.geopotential number by the normal gravity value computed on the
 CP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0301.degrees latitude (g = 980.6199 gals.).
 CP0301
 CP0301.The modeled gravity was interpolated from observed gravity values.
 CP0301
 CP0301;                    North         East    Units  Estimated Accuracy
 CP0301;SPC MS W     -   316,760.      693,960.      MT  (+/- 180 meters Scaled)
 CP0301
 CP0301                          SUPERSEDED SURVEY CONTROL
 CP0301
 CP0301  NGVD 29 (??/??/??)   76.415  (m)          250.70   (f) ADJUSTED    1 1
 CP0301
 CP0301.Superseded values are not recommended for survey control.
 CP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0301.See file dsdata.txt to determine how the superseded data were derived.
 CP0301
 CP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR448830(NAD 83)
 CP0301_MARKER: DB = BENCH MARK DISK
 CP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0301_STAMPING: B 225 1968
 CP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0301+STABILITY: SURFACE MOTION
 CP0301
 CP0301  HISTORY     - Date     Condition        Report By
 CP0301  HISTORY     - 1968     MONUMENTED       CGS
 CP0301  HISTORY     - 1977     GOOD             MSHD
 CP0301  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0301  HISTORY     - 19991209 MARK NOT FOUND   NGS
 CP0301
 CP0301                          STATION DESCRIPTION
 CP0301
 CP0301'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0301'3.6 MI E FROM BOLTON.
 CP0301'THE MARK IS LOCATED 3.6 MILES EAST OF BOLTON IN THE SOUTHWEST ANGLE OF
 CP0301'THE CROSSING OF NORRELL ROAD AND THE I.C.G. RAILROAD TRACK, 4.2 MILES
 CP0301'NORTHWEST OF CLINTON IN THE SOUTHWEST CORNER OF SECTION 15 AND THE
 CP0301'NORTHWEST CORNER OF SECTION 22, T 6N, R 2W.  IT IS 65 FEET
 CP0301'SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING, 66 FEET WEST-SOUTHWEST
 CP0301'OF A RAILROAD STOP SIGN, 54 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 CP0301'RAIL, 42.5 FEET SOUTHEAST OF A TELEPHONE CABLE WARNING SIGN, 41 FEET
 CP0301'WEST-SOUTHWEST OF THE CENTER OF NORRELL ROAD, 1 FOOT WEST-SOUTHWEST OF
 CP0301'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1
 CP0301'FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 1 INCH. NOTE-- TO REACH
 CP0301'FROM THE MAIN CROSSROAD, 0.15 MILE EAST OF THE POST OFFICE IN BOLTON
 CP0301'GO NORTHEAST ON OLD U.S. HIGHWAY 80 FOR 1.3 MILES TO THE JUNCTION OF
 CP0301'NORTHSIDE DRIVE.  CONTINUE EAST ON OLD U.S. HIGHWAY 80 FOR 2.9 MILES
 CP0301'TO A SIDE ROAD LEFT JUST SOUTH OF I-20. TURN LEFT AND GO NORTH ON
 CP0301'NORRELL ROAD FOR 0.45 MILE TO A RAILROAD CROSSING AND THE MARK ON THE
 CP0301'LEFT.
 CP0301
 CP0301                          STATION RECOVERY (1992)
 CP0301
 CP0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0301'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CP0301
 CP0301                          STATION RECOVERY (1999)
 CP0301
 CP0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0301'NOT RECOVERED. A THROUGH SEARCH REVEALED NO EVIDENCE OF MONUMENT.
 CP0301'LIKELY WAS DESTROYED BY FIBER OPTIC CABLE INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0290 ***********************************************************************
 CP0290  CBN         -  This is a Cooperative Base Network Control Station.
 CP0290  DESIGNATION -  B 226
 CP0290  PID         -  CP0290
 CP0290  STATE/COUNTY-  MS/HINDS
 CP0290  USGS QUAD   -  CLINTON (1980)
 CP0290
 CP0290                         *CURRENT SURVEY CONTROL
 CP0290  ___________________________________________________________________
 CP0290* NAD 83(2007)-  32 18 18.99795(N)    090 19 00.16577(W)     ADJUSTED  
 CP0290* NAVD 88     -        86.710  (meters)     284.48   (feet)  ADJUSTED  
 CP0290  ___________________________________________________________________
 CP0290  EPOCH DATE  -        2002.00
 CP0290  X           -     -29,827.727 (meters)                     COMP
 CP0290  Y           -  -5,396,011.500 (meters)                     COMP
 CP0290  Z           -   3,389,123.882 (meters)                     COMP
 CP0290  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CP0290  ELLIP HEIGHT-          60.292 (meters)          (02/10/07) ADJUSTED
 CP0290  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0290  DYNAMIC HT  -          86.610 (meters)     284.15  (feet)  COMP
 CP0290
 CP0290  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0290  Type    PID    Designation                      North   East  Ellip
 CP0290  -------------------------------------------------------------------
 CP0290  NETWORK CP0290 B 226                             0.92   0.86   2.53
 CP0290  -------------------------------------------------------------------
 CP0290  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CP0290
 CP0290  VERT ORDER  -  FIRST     CLASS I
 CP0290
 CP0290.The horizontal coordinates were established by GPS observations
 CP0290.and adjusted by the National Geodetic Survey in February 2007.
 CP0290
 CP0290.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0290.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0290.The horizontal coordinates are valid at the epoch date displayed above.
 CP0290.The epoch date for horizontal control is a decimal equivalence
 CP0290.of Year/Month/Day.
 CP0290
 CP0290.The orthometric height was determined by differential leveling
 CP0290.and adjusted in June 1991.
 CP0290
 CP0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0290
 CP0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0290
 CP0290.The ellipsoidal height was determined by GPS observations
 CP0290.and is referenced to NAD 83.
 CP0290
 CP0290.The geoid height was determined by GEOID03.
 CP0290
 CP0290.The dynamic height is computed by dividing the NAVD 88
 CP0290.geopotential number by the normal gravity value computed on the
 CP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0290.degrees latitude (g = 980.6199 gals.).
 CP0290
 CP0290.The modeled gravity was interpolated from observed gravity values.
 CP0290
 CP0290;                    North         East     Units Scale Factor Converg.
 CP0290;SPC MS W     -   310,999.761   701,565.230   MT  0.99995003   +0 00 32.0
 CP0290;SPC MS W     - 1,020,338.38  2,301,718.59   sFT  0.99995003   +0 00 32.0
 CP0290;UTM  15      - 3,577,437.301   752,647.368   MT  1.00038722   +1 26 05.2
 CP0290
 CP0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0290!SPC MS W     -   0.99999053  x   0.99995003  =   0.99994056
 CP0290!UTM  15      -   0.99999053  x   1.00038722  =   1.00037775
 CP0290
 CP0290                          SUPERSEDED SURVEY CONTROL
 CP0290
 CP0290  ELLIP H (04/15/02)   60.306  (m)                       GP(       ) 4 2
 CP0290  NAD 83(1993)-  32 18 18.99792(N)    090 19 00.16570(W) AD(       ) B
 CP0290  ELLIP H (02/15/02)   60.296  (m)                       GP(       ) 4 1
 CP0290  NAD 83(1993)-  32 18 18.99768(N)    090 19 00.16592(W) AD(       ) 1
 CP0290  ELLIP H (03/15/01)   60.285  (m)                       GP(       ) 5 2
 CP0290  NAVD 88 (03/15/01)   86.71   (m)          284.5    (f) LEVELING    3  
 CP0290  NGVD 29 (??/??/??)   86.723  (m)          284.52   (f) ADJUSTED    1 1
 CP0290
 CP0290.Superseded values are not recommended for survey control.
 CP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0290.See file dsdata.txt to determine how the superseded data were derived.
 CP0290
 CP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5264777437(NAD 83)
 CP0290_MARKER: DB = BENCH MARK DISK
 CP0290_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0290_SP_SET: COPPER-CLAD STEEL ROD
 CP0290_STAMPING: B 226 1968
 CP0290_MARK LOGO: CGS   
 CP0290_PROJECTION: FLUSH
 CP0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0290+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2000
 CP0290_ROD/PIPE-DEPTH: 14.6 meters
 CP0290
 CP0290  HISTORY     - Date     Condition        Report By
 CP0290  HISTORY     - 1968     MONUMENTED       CGS
 CP0290  HISTORY     - 1978     GOOD             MSHD
 CP0290  HISTORY     - 19920609 GOOD             NGS
 CP0290  HISTORY     - 20000502 GOOD             NGS
 CP0290  HISTORY     - 20000909 GOOD             NGS
 CP0290
 CP0290                          STATION DESCRIPTION
 CP0290
 CP0290'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0290'2.3 MI SE FROM CLINTON.
 CP0290'THE MARK IS LOCATED 2.3 MILES SOUTHEAST OF CLINTON ON THE GROUNDS OF
 CP0290'THE U.S.E. WATERWAYS EXPERIMENT STATION, 7.6 MILES WEST OF THE CENTER
 CP0290'OF DOWNTOWN JACKSON IN THE SOUTHWEST ANGLE OF THE JUNCTION OF ST.
 CP0290'FRANCIS STREET AND PERIMETER ROAD IN THE SOUTHEAST 1/4 OF SECTION 5, T
 CP0290'5N, R 1W.  IT IS 56 FEET SOUTH OF THE CENTER OF ST. FRANCIS STREET, 50
 CP0290'FEET WEST OF THE CENTER OF PERIMETER ROAD, 13.5 FEET SOUTH OF A POWER
 CP0290'POLE WITH A GUY WIRE, 7.5 FEET NORTH OF THE GUY ANCHOR, 1 FOOT EAST OF
 CP0290'A METAL WITNESS POST AND ON THE TOP OF A 5/8 INCH COPPER COATED ROD
 CP0290'THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6 INCH CAST
 CP0290'IRON PIPE AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 CP0290'SOUTH ENTRANCE TO MISSISSIPPI COLLEGE IN CLINTON GO EAST ON U.S.
 CP0290'HIGHWAY 80 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 CP0290'SPRINGRIDGE ROAD FOR 2 MILES TO A CROSSROAD JUST BEYOND A RAILROAD
 CP0290'TRACK.  TURN LEFT AND GO EAST ON MCRAVEN ROAD FOR 0.35 MILE TO THE
 CP0290'ENTRANCE TO THE EXPERIMENT STATION ON THE LEFT.  TURN LEFT AND GO
 CP0290'NORTH ON A PAVED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 CP0290'EAST ON A PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD AND THE MARK ON THE
 CP0290'RIGHT.
 CP0290
 CP0290                          STATION RECOVERY (1992)
 CP0290
 CP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0290'0.8 KM (0.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 80 FROM THE JUNCTION
 CP0290'OF INTERSTATE 220 IN JACKSON, THENCE 0.9 KM (0.55 MI) SOUTHWESTERLY
 CP0290'ALONG STATE HIGHWAY 18, THENCE 5.9 KM (3.65 MI) WESTERLY ALONG
 CP0290'MCRAVEN ROAD, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG THE MISSISSIPPI
 CP0290'BASIN MODEL EXPERIMENT STATION ENTRANCE ROAD, THENCE 0.2 KM
 CP0290'(0.10 MI) EASTERLY ALONG A PAVED ROAD, AT A 90 DEGREE BEND IN THE
 CP0290'ROAD, 17.4 M (57.1 FT) SOUTH OF THE CENTER OF THE ROAD, 15.3 M
 CP0290'(50.2 FT) WEST OF AND LEVEL WITH THE CENTER OF THE ROAD, 4.0 M
 CP0290'(13.1 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE, AND 0.4 M
 CP0290'(1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 CP0290'6-INCH METAL PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 CP0290'SURFACE.
 CP0290
 CP0290                          STATION RECOVERY (2000)
 CP0290
 CP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0290'RECOVERED AS DESCRIBED.
 CP0290
 CP0290                          STATION RECOVERY (2000)
 CP0290
 CP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0290'THE STATION IS LOCATED 2.5 MI (4.0 KM) SOUTH OF CLINTON, MS, ON THE
 CP0290'GROUNDS OF A MUNICIPAL PARK THAT USED TO BE THE CORPS OF ENGINEERS
 CP0290'MISSISSIPPI RIVER BASIN MODEL.  TO REACH THE STATION FROM EXIT 36
 CP0290'(SPRINGRIDGE ROAD) OF I-20 IN CLINTON, DRIVE SOUTH FROM I-20 ON
 CP0290'SPRINGRIDGE ROAD FOR 0.7 MI (1.1 KM) TO MCRAVEN ROAD.  TURN LEFT
 CP0290'(EAST) ON MCRAVEN ROAD AND CONTINUE ABOUT 0.3 MI (0.5 KM) TO THE
 CP0290'ENTRANCE, LEFT, TO A PARK AND DRIVING RANGE.  TURN NORTH INTO THE
 CP0290'PARK, CONTINUE PAST THE DRIVING RANGE ON THE LEFT, TO THE FENCE.
 CP0290'FOLLOW THE SHARP BEND TO THE RIGHT AND CONTINUE ALONG THE SOUTH SIDE
 CP0290'OF THE FENCE FOR 0.1 MI (0.2 KM) TO ANOTHER FENCE, A RIGHT CURVE IN
 CP0290'THE ROAD, AND THE STATION ON THE RIGHT.  THE STATION IS ESE OF THE OLD
 CP0290'STEEL WATER TOWER, NW OF A PARKING LOT AND THE PARK FACILITIES
 CP0290'BUILDING, EAST OF THE EAST CORNER OF SOCCER FIELD NO. 2.  IT IS 13 FT
 CP0290'(4.0 M) SOUTH OF A UTILITY POLE WITH GUY WIRE AND IS FLUSH WITH THE
 CP0290'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0698 ***********************************************************************
 EH0698  DESIGNATION -  B 227
 EH0698  PID         -  EH0698
 EH0698  STATE/COUNTY-  MS/COAHOMA
 EH0698  USGS QUAD   -  MOON LAKE (1964)
 EH0698
 EH0698                         *CURRENT SURVEY CONTROL
 EH0698  ___________________________________________________________________
 EH0698* NAD 83(1986)-  34 29 41.     (N)    090 34 47.     (W)     SCALED    
 EH0698* NAVD 88     -        65.647  (meters)     215.38   (feet)  ADJUSTED  
 EH0698  ___________________________________________________________________
 EH0698  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH0698  DYNAMIC HT  -          65.584 (meters)     215.17  (feet)  COMP
 EH0698  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EH0698
 EH0698  VERT ORDER  -  FIRST     CLASS II
 EH0698
 EH0698.The horizontal coordinates were scaled from a topographic map and have
 EH0698.an estimated accuracy of +/- 6 seconds.
 EH0698
 EH0698.The orthometric height was determined by differential leveling
 EH0698.and adjusted in June 1991.
 EH0698
 EH0698.The geoid height was determined by GEOID03.
 EH0698
 EH0698.The dynamic height is computed by dividing the NAVD 88
 EH0698.geopotential number by the normal gravity value computed on the
 EH0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0698.degrees latitude (g = 980.6199 gals.).
 EH0698
 EH0698.The modeled gravity was interpolated from observed gravity values.
 EH0698
 EH0698;                    North         East    Units  Estimated Accuracy
 EH0698;SPC MS W     -   553,850.      677,370.      MT  (+/- 180 meters Scaled)
 EH0698
 EH0698                          SUPERSEDED SURVEY CONTROL
 EH0698
 EH0698  NGVD 29 (??/??/??)   65.683  (m)          215.50   (f) ADJUSTED    1 2
 EH0698
 EH0698.Superseded values are not recommended for survey control.
 EH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0698.See file dsdata.txt to determine how the superseded data were derived.
 EH0698
 EH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU222196(NAD 83)
 EH0698_MARKER: DB = BENCH MARK DISK
 EH0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0698_SP_SET: ABUTMENT
 EH0698_STAMPING: B 227 1976
 EH0698_MARK LOGO: NGS   
 EH0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0698+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0698
 EH0698  HISTORY     - Date     Condition        Report By
 EH0698  HISTORY     - 1976     MONUMENTED       NGS
 EH0698  HISTORY     - 1983     GOOD             USPSQD
 EH0698  HISTORY     - 1985     GOOD             NGS
 EH0698  HISTORY     - 20030611 GOOD             USACE
 EH0698
 EH0698                          STATION DESCRIPTION
 EH0698
 EH0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0698'6.1 MI NW FROM LULA.
 EH0698'6.1 MILES NORTHWEST ALONG US HIGHWAY 49 FROM THE LULA HIGH SCHOOL AT
 EH0698'LULA, 2.1 MILES WEST OF THE LULA MISSISSIPPI WEIGH STATION, 0.2 MILES
 EH0698'EAST OF THE EAST END OF THE HELENA BRIDGE OVER THE MISSISSIPPI RIVER,
 EH0698'22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF
 EH0698'THE EAST ABUTMENT OF THE BRIDGE.  ABOUT LEVEL WITH HIGHWAY.
 EH0698
 EH0698                          STATION RECOVERY (1983)
 EH0698
 EH0698'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0698'RECOVERED IN GOOD CONDITION.
 EH0698
 EH0698                          STATION RECOVERY (1985)
 EH0698
 EH0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0698'RECOVERED IN GOOD CONDITION.
 EH0698
 EH0698                          STATION RECOVERY (2003)
 EH0698
 EH0698'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0969 ***********************************************************************
 BV0969  DESIGNATION -  B 23
 BV0969  PID         -  BV0969
 BV0969  STATE/COUNTY-  MS/COVINGTON
 BV0969  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0969
 BV0969                         *CURRENT SURVEY CONTROL
 BV0969  ___________________________________________________________________
 BV0969* NAD 83(1986)-  31 45 33.     (N)    089 39 26.     (W)     SCALED    
 BV0969* NAVD 88     -       103.698  (meters)     340.22   (feet)  ADJUSTED  
 BV0969  ___________________________________________________________________
 BV0969  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV0969  DYNAMIC HT  -         103.575 (meters)     339.81  (feet)  COMP
 BV0969  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 BV0969
 BV0969  VERT ORDER  -  SECOND    CLASS 0
 BV0969
 BV0969.The horizontal coordinates were scaled from a topographic map and have
 BV0969.an estimated accuracy of +/- 6 seconds.
 BV0969
 BV0969.The orthometric height was determined by differential leveling
 BV0969.and adjusted in May 1996.
 BV0969
 BV0969.The geoid height was determined by GEOID03.
 BV0969
 BV0969.The dynamic height is computed by dividing the NAVD 88
 BV0969.geopotential number by the normal gravity value computed on the
 BV0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0969.degrees latitude (g = 980.6199 gals.).
 BV0969
 BV0969.The modeled gravity was interpolated from observed gravity values.
 BV0969
 BV0969;                    North         East    Units  Estimated Accuracy
 BV0969;SPC MS E     -   250,740.      221,950.      MT  (+/- 180 meters Scaled)
 BV0969
 BV0969                          SUPERSEDED SURVEY CONTROL
 BV0969
 BV0969  NGVD 29 (??/??/92)  103.714  (m)          340.27   (f) ADJ UNCH    2 0
 BV0969
 BV0969.Superseded values are not recommended for survey control.
 BV0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0969.See file dsdata.txt to determine how the superseded data were derived.
 BV0969
 BV0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA483168(NAD 83)
 BV0969_MARKER: DB = BENCH MARK DISK
 BV0969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV0969_SP_SET: BRICK WALL
 BV0969_STAMPING: B 23 1934 340.268
 BV0969_MARK LOGO: CGS   
 BV0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0969+STABILITY: SURFACE MOTION
 BV0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0969+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 BV0969
 BV0969  HISTORY     - Date     Condition        Report By
 BV0969  HISTORY     - 1934     MONUMENTED       CGS
 BV0969  HISTORY     - 1966     GOOD             MSHD
 BV0969  HISTORY     - 19890627 GOOD             MSHD
 BV0969
 BV0969                          STATION DESCRIPTION
 BV0969
 BV0969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0969'IN MOUNT OLIVE.
 BV0969'TO REACH FROM THE U.S. POST OFFICE ON COTTON STREET IN MOUNT OLIVE GO
 BV0969'WEST FOR 0.05 MILES TO 4TH STREET, TURN LEFT AND GO 0.15 MILES TO THE
 BV0969'SCHOOL AND THE MARK ON THE RIGHT SET VERTICALLY NORTH OF THE EAST
 BV0969'ENTRANCE TO THE SCHOOL.  IT IS 15 FEET SOUTH OF A GAS METER AND 4 FEET
 BV0969'ABOVE THE GROUND.
 BV0969
 BV0969                          STATION RECOVERY (1989)
 BV0969
 BV0969'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0969'MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF THE CENTER OF MOUNT
 BV0969'OLIVE, IN THE OLDER ONE OF TWO BRICK BUILDINGS AT THE MOUNT OLIVE
 BV0969'HIGH SCHOOL AND IS IN SECTION 12, T 9N, R 17W.  TO REACH FROM THE
 BV0969'POST OFFICE IN MOUNT OLIVE, GO WEST ON COTTON STREET FOR 0.05 MI
 BV0969'(0.08 KM) TO FOURTH STREET, TURN LEFT AND GO SOUTH ON FOURTH STREET
 BV0969'FOR 0.15 MI (0.24 KM) TO THE SCHOOL AND THE MARK ON THE RIGHT.  MARK
 BV0969'IS A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE EAST BRICK
 BV0969'WALL OF THE SCHOOL, ABOUT 4 FT (1.2 M) ABOVE THE GROUND, 15 FT (4.6
 BV0969'M) SOUTH OF A GAS METER AND 9.8 FT (3.0 M) NORTH OF THE EAST ENTRANCE
 BV0969'TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0233 ***********************************************************************
 BH0233  DESIGNATION -  B 234
 BH0233  PID         -  BH0233
 BH0233  STATE/COUNTY-  MS/JACKSON
 BH0233  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0233
 BH0233                         *CURRENT SURVEY CONTROL
 BH0233  ___________________________________________________________________
 BH0233* NAD 83(1986)-  30 23 27.     (N)    088 30 26.     (W)     SCALED    
 BH0233* NAVD 88     -         4.927  (meters)      16.16   (feet)  ADJUSTED  
 BH0233  ___________________________________________________________________
 BH0233  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH0233  DYNAMIC HT  -           4.921 (meters)      16.14  (feet)  COMP
 BH0233  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 BH0233
 BH0233  VERT ORDER  -  FIRST     CLASS I
 BH0233
 BH0233.The horizontal coordinates were scaled from a topographic map and have
 BH0233.an estimated accuracy of +/- 6 seconds.
 BH0233
 BH0233.The orthometric height was determined by differential leveling
 BH0233.and adjusted in June 1991.
 BH0233
 BH0233.The geoid height was determined by GEOID03.
 BH0233
 BH0233.The dynamic height is computed by dividing the NAVD 88
 BH0233.geopotential number by the normal gravity value computed on the
 BH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0233.degrees latitude (g = 980.6199 gals.).
 BH0233
 BH0233.The modeled gravity was interpolated from observed gravity values.
 BH0233
 BH0233;                    North         East    Units  Estimated Accuracy
 BH0233;SPC MS E     -    98,790.      331,340.      MT  (+/- 180 meters Scaled)
 BH0233
 BH0233                          SUPERSEDED SURVEY CONTROL
 BH0233
 BH0233  NGVD 29 (??/??/??)    4.886  (m)           16.03   (f) ADJUSTED    1 1
 BH0233
 BH0233.Superseded values are not recommended for survey control.
 BH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0233.See file dsdata.txt to determine how the superseded data were derived.
 BH0233
 BH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU551630(NAD 83)
 BH0233_MARKER: DB = BENCH MARK DISK
 BH0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0233_SP_SET: 56 FEET
 BH0233_STAMPING: B 234 1968
 BH0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0233
 BH0233  HISTORY     - Date     Condition        Report By
 BH0233  HISTORY     - 1968     MONUMENTED       CGS
 BH0233  HISTORY     - 1971     GOOD             USGS
 BH0233
 BH0233                          STATION DESCRIPTION
 BH0233
 BH0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0233'IN KREOLE.
 BH0233'AT KREOLE, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, IN SEC. 32, T
 BH0233'7S, R 5W, 156 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING
 BH0233'OF STATE HIGHWAY 611, 148 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 BH0233'STATE HIGHWAY 611, 96 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BH0233'EAST-BOUND LANE OF U.S. HIGHWAY 90, 34.9 FEET NORTHWEST OF THE
 BH0233'NORTHWEST RAIL OF THE MAIN TRACK (THE NORTHWEST ONE OF TWO SETS OF
 BH0233'TRACKS) 4 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE AND IN LINE WITH THE
 BH0233'ROW OF POLES, 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 BH0233'WITH U.S. HIGHWAY 90, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND
 BH0233'IS A DISK ON COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 56 FEET AND
 BH0233'PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT.
 BH0233
 BH0233                          STATION RECOVERY (1971)
 BH0233
 BH0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BH0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1199 ***********************************************************************
 BH1199  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1199  DESIGNATION -  B 235
 BH1199  PID         -  BH1199
 BH1199  STATE/COUNTY-  MS/HANCOCK
 BH1199  USGS QUAD   -  LOGTOWN (1993)
 BH1199
 BH1199                         *CURRENT SURVEY CONTROL
 BH1199  ___________________________________________________________________
 BH1199* NAD 83(1986)-  30 16 03.     (N)    089 33 36.     (W)     SCALED    
 BH1199* NAVD 88     -         4.988  (meters)      16.36   (feet)  ADJUSTED  
 BH1199  ___________________________________________________________________
 BH1199  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BH1199  DYNAMIC HT  -           4.981 (meters)      16.34  (feet)  COMP
 BH1199  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BH1199
 BH1199  VERT ORDER  -  FIRST     CLASS I
 BH1199
 BH1199.The horizontal coordinates were scaled from a topographic map and have
 BH1199.an estimated accuracy of +/- 6 seconds.
 BH1199
 BH1199.The orthometric height was determined by differential leveling
 BH1199.and adjusted in February 1994.
 BH1199
 BH1199.This Tidal Bench Mark is designated as VM 10515
 BH1199.by the Center for Operational Oceanographic Products and Services.
 BH1199
 BH1199.The geoid height was determined by GEOID03.
 BH1199
 BH1199.The dynamic height is computed by dividing the NAVD 88
 BH1199.geopotential number by the normal gravity value computed on the
 BH1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1199.degrees latitude (g = 980.6199 gals.).
 BH1199
 BH1199.The modeled gravity was interpolated from observed gravity values.
 BH1199
 BH1199;                    North         East    Units  Estimated Accuracy
 BH1199;SPC MS E     -    85,300.      230,080.      MT  (+/- 180 meters Scaled)
 BH1199
 BH1199                          SUPERSEDED SURVEY CONTROL
 BH1199
 BH1199  NAVD 88 (06/15/91)    4.978  (m)           16.33   (f) UNKNOWN     1 1
 BH1199  NGVD 29 (??/??/??)    4.935  (m)           16.19   (f) ADJUSTED    1 1
 BH1199
 BH1199.Superseded values are not recommended for survey control.
 BH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1199.See file dsdata.txt to determine how the superseded data were derived.
 BH1199
 BH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU537512(NAD 83)
 BH1199_MARKER: DB = BENCH MARK DISK
 BH1199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH1199_SP_SET: CURB
 BH1199_STAMPING: B 235 1969
 BH1199_MARK LOGO: CGS   
 BH1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1199+STABILITY: SURFACE MOTION
 BH1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1199+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1199
 BH1199  HISTORY     - Date     Condition        Report By
 BH1199  HISTORY     - 1969     MONUMENTED       CGS
 BH1199  HISTORY     - 1972     GOOD             MSHD
 BH1199  HISTORY     - 1976     GOOD             DOD
 BH1199  HISTORY     - 1977     GOOD             NGS
 BH1199  HISTORY     - 19930317 GOOD             NGS
 BH1199  HISTORY     - 20050707 GOOD             NGS
 BH1199
 BH1199                          STATION DESCRIPTION
 BH1199
 BH1199'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1199'3.5 MI NE FROM PEARLINGTON.
 BH1199'THE MARK IS LOCATED 3.5 MILES NORTHEAST OF PEARLINGTON SET IN A DRILL
 BH1199'HOLE IN THE BASE OF THE WEST END OF THE SOUTH CONCRETE RAILING OF A
 BH1199'CONCRETE BRIDGE, 0.35 MILES SOUTHWEST OF A ROADSIDE PARK AND TRUCK
 BH1199'SCALES IN THE SOUTH ANGLE OF A CROSSROAD IN THE NORTHWEST CORNER OF
 BH1199'SECTION 13, T 9S, R 16W.  IT IS 95.5 FEET SOUTHEAST OF THE CENTER OF
 BH1199'HIGHWAY 90, 14 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD,
 BH1199'1.5 FEET EAST OF A METAL WITNESS POST AND ABOUT 1/2 FOOT ABOVE THE
 BH1199'LEVEL OF THE BLACK TOP ROAD.  TO REACH FROM THE EAST END OF THE BRIDGE
 BH1199'OVER PEARL RIVER AT PEARLINGTON GO EAST ON U.S. HIGHWAY 90 FOR 3.8
 BH1199'MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 BH1199
 BH1199                          STATION RECOVERY (1976)
 BH1199
 BH1199'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 BH1199'RECOVERED IN GOOD CONDITION.
 BH1199
 BH1199                          STATION RECOVERY (1977)
 BH1199
 BH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1199'RECOVERED IN GOOD CONDITION.
 BH1199
 BH1199                          STATION RECOVERY (1993)
 BH1199
 BH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1199'5.7 KM (3.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1199'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, IN TOP OF AND 0.4 M
 BH1199'(1.3 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF THE
 BH1199'HIGHWAY OVERPASS OF LOWER BAY ROAD, 28.6 M (93.8 FT) SOUTHEAST OF THE
 BH1199'HIGHWAY CENTERLINE, 4.2 M (13.8 FT) SOUTH OF THE ROAD CENTERLINE, AND
 BH1199'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 BH1199
 BH1199                          STATION RECOVERY (2005)
 BH1199
 BH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0243 ***********************************************************************
 CP0243  DESIGNATION -  B 236
 CP0243  PID         -  CP0243
 CP0243  STATE/COUNTY-  MS/HINDS
 CP0243  USGS QUAD   -  JACKSON (1998)
 CP0243
 CP0243                         *CURRENT SURVEY CONTROL
 CP0243  ___________________________________________________________________
 CP0243* NAD 83(1986)-  32 17 03.     (N)    090 11 45.     (W)     SCALED    
 CP0243* NAVD 88     -        90.259  (meters)     296.12   (feet)  ADJUSTED  
 CP0243  ___________________________________________________________________
 CP0243  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0243  DYNAMIC HT  -          90.157 (meters)     295.79  (feet)  COMP
 CP0243  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CP0243
 CP0243  VERT ORDER  -  FIRST     CLASS I
 CP0243
 CP0243.The horizontal coordinates were scaled from a topographic map and have
 CP0243.an estimated accuracy of +/- 6 seconds.
 CP0243
 CP0243.The orthometric height was determined by differential leveling
 CP0243.and adjusted in June 1991.
 CP0243
 CP0243.The geoid height was determined by GEOID03.
 CP0243
 CP0243.The dynamic height is computed by dividing the NAVD 88
 CP0243.geopotential number by the normal gravity value computed on the
 CP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0243.degrees latitude (g = 980.6199 gals.).
 CP0243
 CP0243.The modeled gravity was interpolated from observed gravity values.
 CP0243
 CP0243;                    North         East    Units  Estimated Accuracy
 CP0243;SPC MS W     -   308,670.      712,950.      MT  (+/- 180 meters Scaled)
 CP0243
 CP0243                          SUPERSEDED SURVEY CONTROL
 CP0243
 CP0243  NGVD 29 (??/??/??)   90.268  (m)          296.15   (f) ADJUSTED    1 1
 CP0243
 CP0243.Superseded values are not recommended for survey control.
 CP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0243.See file dsdata.txt to determine how the superseded data were derived.
 CP0243
 CP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR640753(NAD 83)
 CP0243_MARKER: DB = BENCH MARK DISK
 CP0243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0243_SP_SET: OVERPASS ABUTMENT
 CP0243_STAMPING: B 236 1969
 CP0243_MARK LOGO: CGS   
 CP0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0243+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1993
 CP0243
 CP0243  HISTORY     - Date     Condition        Report By
 CP0243  HISTORY     - 1969     MONUMENTED       CGS
 CP0243  HISTORY     - 1977     GOOD             MSHD
 CP0243  HISTORY     - 19920611 GOOD             NGS
 CP0243  HISTORY     - 19930304 GOOD             NGS
 CP0243
 CP0243                          STATION DESCRIPTION
 CP0243
 CP0243'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0243'1.2 MI SW FROM JACKSON.
 CP0243'THE MARK IS LOCATED 1.2 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0243'JACKSON IN THE I.C.G. RAILROAD BRIDGE OVER U.S. HIGHWAY 80 IN THE
 CP0243'SOUTHEAST 1/4 OF SECTION 9, T 5N, R 1E.  IT IS 6.5 FEET SOUTHEAST OF
 CP0243'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK SET IN A DRILL HOLE IN THE
 CP0243'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARD RAIL FOR THE
 CP0243'RAILROAD OVERPASS AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 CP0243'NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT THE EAST END OF
 CP0243'CAPITOL STREET IN JACKSON GO SOUTH ON STATE STREET FOR 1 BLOCK TO THE
 CP0243'INTERSECTION OF PEARL STREET.  TURN RIGHT AND GO WEST ON PEARL STREET
 CP0243'FOR 0.7 MILE TO THE INTERSECTION OF GALLATIN STREET.  TURN LEFT AND GO
 CP0243'SOUTH ON GALLATIN STREET FOR 1.05 MILES TO THE INTERSECTION OF U.S.
 CP0243'HIGHWAY 80.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 80 FOR 0.15 MILE
 CP0243'TO THE RAILROAD OVERPASS AND THE MARK ON THE LEFT.
 CP0243
 CP0243                          STATION RECOVERY (1992)
 CP0243
 CP0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0243'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND THE ILLINOIS
 CP0243'CENTRAL RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END
 CP0243'OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 CP0243'HIGHWAY, 20.3 M (66.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.0
 CP0243'M (6.6 FT) SOUTH OF THE NEAR RAIL, AND 1.1 M (3.6 FT) BELOW THE LEVEL
 CP0243'OF THE TRACK.
 CP0243
 CP0243                          STATION RECOVERY (1993)
 CP0243
 CP0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CP0243'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND THE ILLINOIS
 CP0243'CENTRAL RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE
 CP0243'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 CP0243'OVERPASS OF THE HIGHWAY, 0.3 KM (0.20 MI) SOUTHWEST OF RAILROAD
 CP0243'MILEPOST 730, 20.3 M (66.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 CP0243'2.0 M (6.6 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.1 M (3.6 FT) ABOVE
 CP0243'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0977 ***********************************************************************
 CP0977  DESIGNATION -  B 237
 CP0977  PID         -  CP0977
 CP0977  STATE/COUNTY-  MS/SHARKEY
 CP0977  USGS QUAD   -  CARY (1988)
 CP0977
 CP0977                         *CURRENT SURVEY CONTROL
 CP0977  ___________________________________________________________________
 CP0977* NAD 83(1986)-  32 51 35.     (N)    090 54 12.     (W)     SCALED    
 CP0977* NAVD 88     -        31.736  (meters)     104.12   (feet)  ADJUSTED  
 CP0977  ___________________________________________________________________
 CP0977  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0977  DYNAMIC HT  -          31.702 (meters)     104.01  (feet)  COMP
 CP0977  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 CP0977
 CP0977  VERT ORDER  -  FIRST     CLASS I
 CP0977
 CP0977.The horizontal coordinates were scaled from a topographic map and have
 CP0977.an estimated accuracy of +/- 6 seconds.
 CP0977
 CP0977.The orthometric height was determined by differential leveling
 CP0977.and adjusted in July 1994.
 CP0977
 CP0977.The geoid height was determined by GEOID03.
 CP0977
 CP0977.The dynamic height is computed by dividing the NAVD 88
 CP0977.geopotential number by the normal gravity value computed on the
 CP0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0977.degrees latitude (g = 980.6199 gals.).
 CP0977
 CP0977.The modeled gravity was interpolated from observed gravity values.
 CP0977
 CP0977;                    North         East    Units  Estimated Accuracy
 CP0977;SPC MS W     -   372,630.      646,650.      MT  (+/- 180 meters Scaled)
 CP0977
 CP0977                          SUPERSEDED SURVEY CONTROL
 CP0977
 CP0977  NAVD 88 (06/15/91)   31.726  (m)          104.09   (f) UNKNOWN     1 1
 CP0977  NGVD 29 (??/??/92)   31.787  (m)          104.29   (f) ADJ UNCH    1 1
 CP0977
 CP0977.Superseded values are not recommended for survey control.
 CP0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0977.See file dsdata.txt to determine how the superseded data were derived.
 CP0977
 CP0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS961376(NAD 83)
 CP0977_MARKER: DV = VERTICAL CONTROL DISK
 CP0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0977_SP_SET: COPPER-CLAD STEEL ROD
 CP0977_STAMPING: B 237 1973
 CP0977_MARK LOGO: NGS   
 CP0977_PROJECTION: FLUSH
 CP0977_MAGNETIC: I = MARKER IS A STEEL ROD
 CP0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0977+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0977_ROD/PIPE-DEPTH: 34.1 meters
 CP0977
 CP0977  HISTORY     - Date     Condition        Report By
 CP0977  HISTORY     - 1973     MONUMENTED       NGS
 CP0977  HISTORY     - 19920130 GOOD             NGS
 CP0977
 CP0977                          STATION DESCRIPTION
 CP0977
 CP0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0977'3.95 MI S FROM ROLLING FORK.
 CP0977'ABOUT 0.3 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT ROLLING
 CP0977'FORK, THENCE 3.65 MILES SOUTH ALONG U.S. HIGHWAY 61, 0.15 MILE SOUTH
 CP0977'OF A GROUP OF GRAIN ELEVATORS AT A SMALL SETTLEMENT OF EGREMONT, 56
 CP0977'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 162 FEET SOUTHWEST OF
 CP0977'THE SOUTH CORNER OF THE BURNS GROCERY STORE (FRAME BUILDING), 130 FEET
 CP0977'EAST OF THE EAST CORNER OF A RANCH TYPE BRICK HOUSE, 17.7 FEET
 CP0977'SOUTHWEST OF AN 8-INCH PIPE POST IN A HIGH WIRE FENCE, 1 FOOT
 CP0977'SOUTHEAST OF A FENCE, 0.8 FOOT NORTHEAST OF A CONCRETE R.O.W. POST,
 CP0977'0.7 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF THE
 CP0977'HIGHWAY AND SET ON TOP OF A COPPER COATED STEET ROD, 1-INCH BELOW
 CP0977'LEVEL OF THE GROUND AND PROTECTED IN A 4-INCH IRON PIPE FLUSH WITH THE
 CP0977'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 112 FEET. SECTION 27, T 12N,
 CP0977'R 7W.
 CP0977
 CP0977                          STATION RECOVERY (1992)
 CP0977
 CP0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0977'6.0 KM (3.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0977'STATE HIGHWAY 14 IN ROLLING FORK, 22.6 M (74.1 FT) NORTH OF A FENCE
 CP0977'CORNER, 16.9 M (55.4 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 12.7 M
 CP0977'(41.7 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.9 M (3.0 FT) BELOW
 CP0977'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A FENCE, 0.3 M
 CP0977'(1.0 FT) NORTH OF A RIGHT-OF-WAY MARKER, AND 0.2 M (0.7 FT) SOUTH OF
 CP0977'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 CP0977'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0088 ***********************************************************************
 EH0088  DESIGNATION -  B 238
 EH0088  PID         -  EH0088
 EH0088  STATE/COUNTY-  MS/TUNICA
 EH0088  USGS QUAD   -  TUNICA (1981)
 EH0088
 EH0088                         *CURRENT SURVEY CONTROL
 EH0088  ___________________________________________________________________
 EH0088* NAD 83(1986)-  34 41 18.     (N)    090 22 32.     (W)     SCALED    
 EH0088* NAVD 88     -        57.886  (meters)     189.91   (feet)  ADJUSTED  
 EH0088  ___________________________________________________________________
 EH0088  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH0088  DYNAMIC HT  -          57.831 (meters)     189.73  (feet)  COMP
 EH0088  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 EH0088
 EH0088  VERT ORDER  -  FIRST     CLASS I
 EH0088
 EH0088.The horizontal coordinates were scaled from a topographic map and have
 EH0088.an estimated accuracy of +/- 6 seconds.
 EH0088
 EH0088.The orthometric height was determined by differential leveling
 EH0088.and adjusted in July 1994.
 EH0088
 EH0088.The geoid height was determined by GEOID03.
 EH0088
 EH0088.The dynamic height is computed by dividing the NAVD 88
 EH0088.geopotential number by the normal gravity value computed on the
 EH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0088.degrees latitude (g = 980.6199 gals.).
 EH0088
 EH0088.The modeled gravity was interpolated from observed gravity values.
 EH0088
 EH0088;                    North         East    Units  Estimated Accuracy
 EH0088;SPC MS W     -   575,300.      696,130.      MT  (+/- 180 meters Scaled)
 EH0088
 EH0088                          SUPERSEDED SURVEY CONTROL
 EH0088
 EH0088  NAVD 88 (06/15/91)   57.891  (m)          189.93   (f) UNKNOWN     1 1
 EH0088  NGVD 29 (??/??/??)   57.920  (m)          190.03   (f) ADJUSTED    1 1
 EH0088
 EH0088.Superseded values are not recommended for survey control.
 EH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0088.See file dsdata.txt to determine how the superseded data were derived.
 EH0088
 EH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU404416(NAD 83)
 EH0088_MARKER: DV = VERTICAL CONTROL DISK
 EH0088_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0088+WITH SETTING: INTO GROUND
 EH0088_SP_SET: METAL ROD WITH BASE PLATE
 EH0088_STAMPING: B 238 1974
 EH0088_MARK LOGO: NGS   
 EH0088_PROJECTION: FLUSH
 EH0088_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0088+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 EH0088_ROD/PIPE-DEPTH: 1.2  meters
 EH0088
 EH0088  HISTORY     - Date     Condition        Report By
 EH0088  HISTORY     - 1974     MONUMENTED       NGS
 EH0088  HISTORY     - 1983     GOOD             USPSQD
 EH0088  HISTORY     - 19920122 GOOD             NGS
 EH0088  HISTORY     - 20030603 GOOD             USACE
 EH0088
 EH0088                          STATION DESCRIPTION
 EH0088
 EH0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0088'IN TUNICA.
 EH0088'AT TUNICA, 0.1 MILE SOUTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0088'STATE HIGHWAY 4 LEADING WEST, ON PROPERTY OF SOUTHERN CENTRAL BELL
 EH0088'TELEPHONE COMPANY, 115 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 EH0088'61, 29.3 FEET SOUTH OF THE SOUTH FACE OF TELEPHONE COMPANY BUILDING,
 EH0088'66.8 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRICK WAREHOUSE,
 EH0088'45 FEET NORTH OF THE SOUTHWEST PIPE CORNER POST IN CHAIN LINK FENCE,
 EH0088'12.5 FEET SOUTH OF THE SOUTH EDGE OF A PAVED DRIVEWAY, 1.3 FEET WEST
 EH0088'OF A CHAIN LINK FENCE, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 EH0088'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 3-INCHES
 EH0088'BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH WHITE PLASTIC PIPE
 EH0088'FLUSH WITH THE GROUND.  SECTION 33, T 4S, R 11W.
 EH0088
 EH0088                          STATION RECOVERY (1983)
 EH0088
 EH0088'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0088'RECOVERED IN GOOD CONDITION.
 EH0088
 EH0088                          STATION RECOVERY (1992)
 EH0088
 EH0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0088'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0088'STATE HIGHWAY 4 IN TUNICA, 35.0 M (114.8 FT) EAST OF THE HIGHWAY
 EH0088'CENTERLINE, 13.6 M (44.6 FT) NORTH OF THE SOUTHWEST CORNER OF A
 EH0088'CHAIN-LINK FENCE, 9.0 M (29.5 FT) SOUTH OF THE SOUTH FACE OF A SOUTH
 EH0088'CENTRAL BELL TELEPHONE BUILDING, AND 0.4 M (1.3 FT) WEST OF A WITNESS
 EH0088'SIGN AND FENCE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND
 EH0088'IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 EH0088
 EH0088                          STATION RECOVERY (2003)
 EH0088
 EH0088'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0088'1992 RECOVERY STATES MARK IS 0.1 MILES NORTH OF JUNCTION ON HWY 61 AND
 EH0088'HWY 4 WEST
 EH0088'1974 RECOVERY STATES MARK IS 0.1 MILES SOUTH OF JUNCTION ON HWY 61 AND
 EH0088'HWY 4 WEST
 EH0088'1974 DESCRIPTION CORRECT, MARK IS SOUTH OF JUNCTION OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1302 ***********************************************************************
 DK1302  DESIGNATION -  B 239
 DK1302  PID         -  DK1302
 DK1302  STATE/COUNTY-  MS/WASHINGTON
 DK1302  USGS QUAD   -  GREENVILLE (1970)
 DK1302
 DK1302                         *CURRENT SURVEY CONTROL
 DK1302  ___________________________________________________________________
 DK1302* NAD 83(1986)-  33 25 20.     (N)    091 02 58.     (W)     SCALED    
 DK1302* NAVD 88     -        37.436  (meters)     122.82   (feet)  ADJUSTED  
 DK1302  ___________________________________________________________________
 DK1302  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1302  DYNAMIC HT  -          37.396 (meters)     122.69  (feet)  COMP
 DK1302  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DK1302
 DK1302  VERT ORDER  -  FIRST     CLASS I
 DK1302
 DK1302.The horizontal coordinates were scaled from a topographic map and have
 DK1302.an estimated accuracy of +/- 6 seconds.
 DK1302
 DK1302.The orthometric height was determined by differential leveling
 DK1302.and adjusted in July 1994.
 DK1302
 DK1302.The geoid height was determined by GEOID03.
 DK1302
 DK1302.The dynamic height is computed by dividing the NAVD 88
 DK1302.geopotential number by the normal gravity value computed on the
 DK1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1302.degrees latitude (g = 980.6199 gals.).
 DK1302
 DK1302.The modeled gravity was interpolated from observed gravity values.
 DK1302
 DK1302;                    North         East    Units  Estimated Accuracy
 DK1302;SPC MS W     -   435,090.      633,400.      MT  (+/- 180 meters Scaled)
 DK1302
 DK1302                          SUPERSEDED SURVEY CONTROL
 DK1302
 DK1302  NAVD 88 (06/15/91)   37.429  (m)          122.80   (f) UNKNOWN     1 1
 DK1302  NGVD 29 (??/??/??)   37.478  (m)          122.96   (f) ADJUSTED    1 1
 DK1302
 DK1302.Superseded values are not recommended for survey control.
 DK1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1302.See file dsdata.txt to determine how the superseded data were derived.
 DK1302
 DK1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS813997(NAD 83)
 DK1302_MARKER: DV = VERTICAL CONTROL DISK
 DK1302_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1302_SP_SET: COPPER-CLAD STEEL ROD
 DK1302_STAMPING: B 239 1973
 DK1302_MARK LOGO: NGS   
 DK1302_PROJECTION: FLUSH
 DK1302_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1302+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1302_ROD/PIPE-DEPTH: 34.1 meters
 DK1302
 DK1302  HISTORY     - Date     Condition        Report By
 DK1302  HISTORY     - 1973     MONUMENTED       NGS
 DK1302  HISTORY     - 1974     GOOD             NGS
 DK1302  HISTORY     - 19920123 GOOD             NGS
 DK1302
 DK1302                          STATION DESCRIPTION
 DK1302
 DK1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1302'1.10 MI N FROM GREENVILLE.
 DK1302'ABOUT 1.10 MILE NORTHEAST ALONG BROADWAY FROM ITS INTERSECTIN WITH
 DK1302'MAIN STREET, AT THE NORTHEAST SIDE OF THE UNITED STATES GYPSUM
 DK1302'COMPANY, 59 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND
 DK1302'LANES OF BROADWAY, 102.3 FEET SOUTHWEST OF A POWER POLE SUPPORTING A
 DK1302'NEW TRANSFORMER, 4.3 FEET NORTH OF A CORNER POST FOR A JOG IN THE
 DK1302'CHAIN LINK FENCE AROUND THE COMPANY, 0.9 FOOT EAST OF THE FENCE, 0.8
 DK1302'FOOT SOUTH OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE ROAD,
 DK1302'AND ON TOP OF A COPPER COATED STEEL ROD, 0.3 FOOT BELOW LEVEL OF THE
 DK1302'GROUND AND PROTECTED IN A 4-INCH STEEL PIPE THAT IS 0.1 FOOT BELOW
 DK1302'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 112 FEET.
 DK1302'NOTE-- ROD DRIVING HARD AT 112 FEET.  SECTION 3, T 18N, R 8W.
 DK1302
 DK1302                          STATION RECOVERY (1992)
 DK1302
 DK1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1302'IN GREENVILLE, AT 850 NORTH BROADWAY STREET, 119.2 M (391.1 FT)
 DK1302'SOUTHWEST OF THE EXTENDED CENTER OF CROSS STREET, 67.3 M (220.8 FT)
 DK1302'NORTHEAST OF THE NORTHEAST CORNER OF THE USG INTERIORS INCORPORATED
 DK1302'PLANT OFFICE AT 850 NORTH BROADWAY STREET, 31.2 M (102.4 FT)
 DK1302'SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER, 18.0 M (59.1 FT)
 DK1302'NORTHWEST OF THE STREET CENTERLINE, 1.3 M (4.3 FT) NORTH OF A FENCE
 DK1302'CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE STREET, 0.3 M (1.0 FT)
 DK1302'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A FENCE.
 DK1302'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.1
 DK1302'M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0522 ***********************************************************************
 CP0522  DESIGNATION -  B 24
 CP0522  PID         -  CP0522
 CP0522  STATE/COUNTY-  MS/RANKIN
 CP0522  USGS QUAD   -  FLORENCE (1980)
 CP0522
 CP0522                         *CURRENT SURVEY CONTROL
 CP0522  ___________________________________________________________________
 CP0522* NAD 83(1986)-  32 10 02.     (N)    090 08 03.     (W)     SCALED    
 CP0522* NAVD 88     -        96.06   (+/-2cm)     315.2    (feet)  VERTCON   
 CP0522  ___________________________________________________________________
 CP0522  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0522
 CP0522.The horizontal coordinates were scaled from a topographic map and have
 CP0522.an estimated accuracy of +/- 6 seconds.
 CP0522
 CP0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0522.The vertical order pertains to the NGVD 29 superseded value.
 CP0522
 CP0522.The geoid height was determined by GEOID03.
 CP0522
 CP0522;                    North         East    Units  Estimated Accuracy
 CP0522;SPC MS W     -   295,710.      718,790.      MT  (+/- 180 meters Scaled)
 CP0522
 CP0522                          SUPERSEDED SURVEY CONTROL
 CP0522
 CP0522  NGVD 29 (??/??/92)   96.068  (m)          315.18   (f) ADJ UNCH    2 0
 CP0522
 CP0522.Superseded values are not recommended for survey control.
 CP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0522.See file dsdata.txt to determine how the superseded data were derived.
 CP0522
 CP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR702625(NAD 83)
 CP0522_MARKER: DB = BENCH MARK DISK
 CP0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0522_STAMPING: B 24 1934
 CP0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0522+STABILITY: SURFACE MOTION
 CP0522
 CP0522  HISTORY     - Date     Condition        Report By
 CP0522  HISTORY     - 1934     MONUMENTED       CGS
 CP0522  HISTORY     - 1957     MARK NOT FOUND   NGS
 CP0522  HISTORY     - 1961     MARK NOT FOUND   MSHD
 CP0522  HISTORY     - 1985     MARK NOT FOUND   MSU
 CP0522
 CP0522                          STATION DESCRIPTION
 CP0522
 CP0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CP0522'1.1 MI NW FROM FLORENCE.
 CP0522'1.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0522'STATION AT FLORENCE, AT A ROAD CROSSING, 30 FEET NORTHEAST OF THE
 CP0522'CENTER LINE OF THE RAILROAD, 15 FEET SOUTHEAST OF THE CENTER LINE OF
 CP0522'THE ROAD, SET IN THE TOP OF A CONCRETE POST.
 CP0522
 CP0522                          STATION RECOVERY (1961)
 CP0522
 CP0522'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CP0522'MARK NOT FOUND.
 CP0522
 CP0522                          STATION RECOVERY (1985)
 CP0522
 CP0522'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 CP0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1716 ***********************************************************************
 DK1716  DESIGNATION -  B 240 RESET
 DK1716  PID         -  DK1716
 DK1716  STATE/COUNTY-  MS/WASHINGTON
 DK1716  USGS QUAD   -  WAYSIDE (1970)
 DK1716
 DK1716                         *CURRENT SURVEY CONTROL
 DK1716  ___________________________________________________________________
 DK1716* NAD 83(1986)-  33 18 50.     (N)    091 02 40.     (W)     SCALED    
 DK1716* NAVD 88     -        34.96   (meters)     114.7    (feet)  RESET     
 DK1716  ___________________________________________________________________
 DK1716  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1716  VERT ORDER  -  THIRD
 DK1716
 DK1716.The horizontal coordinates were scaled from a topographic map and have
 DK1716.an estimated accuracy of +/- 6 seconds.
 DK1716
 DK1716.The orthometric height was computed from unverified reset data.
 DK1716.No vertical observational check was made to the station.
 DK1716
 DK1716.The geoid height was determined by GEOID03.
 DK1716
 DK1716;                    North         East    Units  Estimated Accuracy
 DK1716;SPC MS W     -   423,080.      633,780.      MT  (+/- 180 meters Scaled)
 DK1716
 DK1716                          SUPERSEDED SURVEY CONTROL
 DK1716
 DK1716  NGVD 29 (08/12/04)   35.01   (m)          114.9    (f) RESET       3  
 DK1716
 DK1716.Superseded values are not recommended for survey control.
 DK1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1716.See file dsdata.txt to determine how the superseded data were derived.
 DK1716
 DK1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS820877(NAD 83)
 DK1716_MARKER: DB = BENCH MARK DISK
 DK1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1716_STAMPING: B 240 RESET 1980
 DK1716_PROJECTION: FLUSH
 DK1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1716+STABILITY: SURFACE MOTION
 DK1716
 DK1716  HISTORY     - Date     Condition        Report By
 DK1716  HISTORY     - 1980     MONUMENTED       NGS
 DK1716
 DK1716                          STATION DESCRIPTION
 DK1716
 DK1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DK1716'5.0 KM (3.1 MI) NORTH FROM WAYSIDE.
 DK1716'5.0 KM (3.1 MI) NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN
 DK1716'WAYSIDE, AT THE JUNCTION OF STATE HIGHWAY 454, ABOUT 91.4 METERS
 DK1716'(300.0 FT) NORTH-NORTHWEST OF INTERSECTION OF HIGHWAYS, 16.3 METERS
 DK1716'(53.5 FT) NORTH OF THE CENTER OF OLD CONCRETE ROAD, 52.3 METERS
 DK1716'(171.5 FT) EAST OF THE CENTER OF GRAVEL DRIVEWAY TO HOUSE, 25.9 METERS
 DK1716'(85.0 FT) EAST OF THE CENTER OF CONCRETE COVER OF WATER METER, 19.9
 DK1716'METERS (65.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE TRAILER,
 DK1716'AND 0.5 METER (1.6 FT) EAST OF A POWER POLE.
 DK1716'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0531 ***********************************************************************
 DK0531  DESIGNATION -  B 241 RESET
 DK0531  PID         -  DK0531
 DK0531  STATE/COUNTY-  MS/BOLIVAR
 DK0531  USGS QUAD   -  LOBDELL (1967)
 DK0531
 DK0531                         *CURRENT SURVEY CONTROL
 DK0531  ___________________________________________________________________
 DK0531* NAD 83(1986)-  33 39 38.     (N)    090 59 55.     (W)     SCALED    
 DK0531* NAVD 88     -        41.882  (meters)     137.41   (feet)  ADJUSTED  
 DK0531  ___________________________________________________________________
 DK0531  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0531  DYNAMIC HT  -          41.838 (meters)     137.26  (feet)  COMP
 DK0531  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 DK0531
 DK0531  VERT ORDER  -  FIRST     CLASS II
 DK0531
 DK0531.The horizontal coordinates were scaled from a topographic map and have
 DK0531.an estimated accuracy of +/- 6 seconds.
 DK0531
 DK0531.The orthometric height was determined by differential leveling
 DK0531.and adjusted in July 1994.
 DK0531
 DK0531.The geoid height was determined by GEOID03.
 DK0531
 DK0531.The dynamic height is computed by dividing the NAVD 88
 DK0531.geopotential number by the normal gravity value computed on the
 DK0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0531.degrees latitude (g = 980.6199 gals.).
 DK0531
 DK0531.The modeled gravity was interpolated from observed gravity values.
 DK0531
 DK0531;                    North         East    Units  Estimated Accuracy
 DK0531;SPC MS W     -   461,500.      638,300.      MT  (+/- 180 meters Scaled)
 DK0531
 DK0531                          SUPERSEDED SURVEY CONTROL
 DK0531
 DK0531  NGVD 29 (??/??/??)   41.959  (m)          137.66   (f) ADJUSTED    1 2
 DK0531
 DK0531.Superseded values are not recommended for survey control.
 DK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0531.See file dsdata.txt to determine how the superseded data were derived.
 DK0531
 DK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT855263(NAD 83)
 DK0531_MARKER: DV = VERTICAL CONTROL DISK
 DK0531_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0531+WITH SETTING: INTO GROUND
 DK0531_SP_SET: METAL ROD WITH BASE PLATE
 DK0531_STAMPING: B 241 RESET 1975
 DK0531_MARK LOGO: NGS   
 DK0531_PROJECTION: RECESSED 8 CENTIMETERS
 DK0531_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0531+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK0531_ROD/PIPE-DEPTH: 1.2  meters
 DK0531
 DK0531  HISTORY     - Date     Condition        Report By
 DK0531  HISTORY     - 1975     MONUMENTED       NGS
 DK0531  HISTORY     - 19920123 GOOD             NGS
 DK0531
 DK0531                          STATION DESCRIPTION
 DK0531
 DK0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DK0531'0.9 MI NE FROM BENOIT.
 DK0531'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK0531'STATE HIGHWAY 448 IN BENOIT, AT THE SITE OF A SMALL WHITE SHINGLED
 DK0531'COUNTRY CHURCH, 139.5 FEET NORTHEAST OF THE EAST CORNER OF THE CHURCH,
 DK0531'89.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 1, 1 FOOT SOUTHWEST OF A
 DK0531'POWER POLE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN. THE
 DK0531'DISK IS CRIMPED ON TOP OF A 4-FEET COPPER COATED STEEL ROD WITH BASE
 DK0531'PLATE AND COLLAR AND SET FLUSH WITH THE GROUND. SECTION 26, T 21N, R
 DK0531'8W.
 DK0531
 DK0531                          STATION RECOVERY (1992)
 DK0531
 DK0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0531'23.1 KM (14.35 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK0531'OF STATE HIGHWAY 8 IN ROSEDALE, 42.5 M (139.4 FT) NORTHEAST OF THE
 DK0531'NORTHEAST CORNER OF THE MACEDONIA M B CHURCH, 27.3 M (89.6 FT)
 DK0531'NORTHWEST OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTHWEST OF A
 DK0531'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2
 DK0531'M (0.7 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 DK0531'A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 DK0531'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0567 ***********************************************************************
 DK0567  DESIGNATION -  B 242
 DK0567  PID         -  DK0567
 DK0567  STATE/COUNTY-  MS/BOLIVAR
 DK0567  USGS QUAD   -  GUNNISON (1969)
 DK0567
 DK0567                         *CURRENT SURVEY CONTROL
 DK0567  ___________________________________________________________________
 DK0567* NAD 83(1986)-  33 53 37.     (N)    090 59 45.     (W)     SCALED    
 DK0567* NAVD 88     -        44.525  (meters)     146.08   (feet)  ADJUSTED  
 DK0567  ___________________________________________________________________
 DK0567  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0567  DYNAMIC HT  -          44.480 (meters)     145.93  (feet)  COMP
 DK0567  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 DK0567
 DK0567  VERT ORDER  -  FIRST     CLASS I
 DK0567
 DK0567.The horizontal coordinates were scaled from a topographic map and have
 DK0567.an estimated accuracy of +/- 6 seconds.
 DK0567
 DK0567.The orthometric height was determined by differential leveling
 DK0567.and adjusted in June 1991.
 DK0567
 DK0567.The geoid height was determined by GEOID03.
 DK0567
 DK0567.The dynamic height is computed by dividing the NAVD 88
 DK0567.geopotential number by the normal gravity value computed on the
 DK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0567.degrees latitude (g = 980.6199 gals.).
 DK0567
 DK0567.The modeled gravity was interpolated from observed gravity values.
 DK0567
 DK0567;                    North         East    Units  Estimated Accuracy
 DK0567;SPC MS W     -   487,350.      638,720.      MT  (+/- 180 meters Scaled)
 DK0567
 DK0567                          SUPERSEDED SURVEY CONTROL
 DK0567
 DK0567  NGVD 29 (??/??/??)   44.588  (m)          146.29   (f) ADJUSTED    1 1
 DK0567
 DK0567.Superseded values are not recommended for survey control.
 DK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0567.See file dsdata.txt to determine how the superseded data were derived.
 DK0567
 DK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT853521(NAD 83)
 DK0567_MARKER: DB = BENCH MARK DISK
 DK0567_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0567+WITH SETTING: INTO GROUND
 DK0567_STAMPING: B 242 1974
 DK0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0567+STABILITY: SURFACE MOTION
 DK0567
 DK0567  HISTORY     - Date     Condition        Report By
 DK0567  HISTORY     - 1974     MONUMENTED       NGS
 DK0567  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK0567
 DK0567                          STATION DESCRIPTION
 DK0567
 DK0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0567'3.40 MI NE FROM ROSEDALE.
 DK0567'ABOUT 3.40 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE
 DK0567'AT ROSEDALE.  ALSO, 4.45 MILES SOUTHWEST OF GUNNISON, AT A SMALL
 DK0567'ROADSIDE PULL OFF BETWEEN TWO 24-INCH OAK TREES, ABOUT 0.20 MILE
 DK0567'SOUTHWEST OF A WATER WELL PUMP BESIDE A POWER POLE SUPPORTING A NEW
 DK0567'STYLE TRANSFORMER, 5.27 FEET NORTHWEST OF THE CENTER LINE OF THE
 DK0567'HIGHWAY, 22.6 FEET WEST OF THE MOST NORTHEASTERLY ONE OF THE TWO
 DK0567'TREES, 0.9 FOOT NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL
 DK0567'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 DK0567'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND
 DK0567'AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT. SECTION
 DK0567'26, T 24N, R 8W.
 DK0567
 DK0567                          STATION RECOVERY (1992)
 DK0567
 DK0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0567'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0106 ***********************************************************************
 EH0106  DESIGNATION -  B 243
 EH0106  PID         -  EH0106
 EH0106  STATE/COUNTY-  MS/TUNICA
 EH0106  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0106
 EH0106                         *CURRENT SURVEY CONTROL
 EH0106  ___________________________________________________________________
 EH0106* NAD 83(1986)-  34 49 01.     (N)    090 16 33.     (W)     SCALED    
 EH0106* NAVD 88     -        61.183  (meters)     200.73   (feet)  ADJUSTED  
 EH0106  ___________________________________________________________________
 EH0106  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0106  DYNAMIC HT  -          61.125 (meters)     200.54  (feet)  COMP
 EH0106  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 EH0106
 EH0106  VERT ORDER  -  FIRST     CLASS I
 EH0106
 EH0106.The horizontal coordinates were scaled from a topographic map and have
 EH0106.an estimated accuracy of +/- 6 seconds.
 EH0106
 EH0106.The orthometric height was determined by differential leveling
 EH0106.and adjusted in July 1994.
 EH0106
 EH0106.The geoid height was determined by GEOID03.
 EH0106
 EH0106.The dynamic height is computed by dividing the NAVD 88
 EH0106.geopotential number by the normal gravity value computed on the
 EH0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0106.degrees latitude (g = 980.6199 gals.).
 EH0106
 EH0106.The modeled gravity was interpolated from observed gravity values.
 EH0106
 EH0106;                    North         East    Units  Estimated Accuracy
 EH0106;SPC MS W     -   589,570.      705,260.      MT  (+/- 180 meters Scaled)
 EH0106
 EH0106                          SUPERSEDED SURVEY CONTROL
 EH0106
 EH0106  NAVD 88 (06/15/91)   61.253  (m)          200.96   (f) UNKNOWN     1 1
 EH0106  NGVD 29 (??/??/??)   61.266  (m)          201.00   (f) ADJUSTED    1 1
 EH0106
 EH0106.Superseded values are not recommended for survey control.
 EH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0106.See file dsdata.txt to determine how the superseded data were derived.
 EH0106
 EH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU491561(NAD 83)
 EH0106_MARKER: DV = VERTICAL CONTROL DISK
 EH0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0106_SP_SET: HEADWALL
 EH0106_STAMPING: B 243 1974
 EH0106_MARK LOGO: NGS   
 EH0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0106+STABILITY: SURFACE MOTION
 EH0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0106+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0106
 EH0106  HISTORY     - Date     Condition        Report By
 EH0106  HISTORY     - 1974     MONUMENTED       NGS
 EH0106  HISTORY     - 19911112 GOOD             NGS
 EH0106  HISTORY     - 20030604 POOR             USACE
 EH0106
 EH0106                          STATION DESCRIPTION
 EH0106
 EH0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0106'2.25 MI E FROM ROBINSONVILLE.
 EH0106'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 304 FROM THE CROSSING OF THE
 EH0106'ILLINOIS CENTRAL RAILROAD AT ROBBINSVILLE, 17.5 FEET NORTH OF THE
 EH0106'CENTER LINE OF STATE HIGHWAY 304, 0.2 MILE WEST OF THE INTERSECTION
 EH0106'WITH A NORTH-SOUTH PAVED ROAD, 82 FEET EAST OF THE EXTENDED CENTER
 EH0106'LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, AT A DRAINAGE DITCH, SET IN
 EH0106'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR A 14 FT. BY
 EH0106'17 FT. BOX CULVERT, AND 2 FEET BELOW LEVEL OF THE HIGHWAY. SECTION 17,
 EH0106'T 3S, R 10W.
 EH0106
 EH0106                          STATION RECOVERY (1991)
 EH0106
 EH0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0106'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0106'OFFICE IN WALLS, THENCE 2.3 KM (1.40 MI) EASTERLY ALONG STATE HIGHWAY
 EH0106'304, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE NORTH
 EH0106'CONCRETE HEADWALL OF A CULVERT, 5.3 M (17.4 FT) NORTH OF THE HIGHWAY
 EH0106'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EH0106
 EH0106                          STATION RECOVERY (2003)
 EH0106
 EH0106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0106'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0425 ***********************************************************************
 EH0425  DESIGNATION -  B 244
 EH0425  PID         -  EH0425
 EH0425  STATE/COUNTY-  MS/COAHOMA
 EH0425  USGS QUAD   -  SHERARD (1967)
 EH0425
 EH0425                         *CURRENT SURVEY CONTROL
 EH0425  ___________________________________________________________________
 EH0425* NAD 83(1986)-  34 10 34.     (N)    090 44 54.     (W)     SCALED    
 EH0425* NAVD 88     -        50.316  (meters)     165.08   (feet)  ADJUSTED  
 EH0425  ___________________________________________________________________
 EH0425  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0425  DYNAMIC HT  -          50.266 (meters)     164.91  (feet)  COMP
 EH0425  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 EH0425
 EH0425  VERT ORDER  -  FIRST     CLASS I
 EH0425
 EH0425.The horizontal coordinates were scaled from a topographic map and have
 EH0425.an estimated accuracy of +/- 6 seconds.
 EH0425
 EH0425.The orthometric height was determined by differential leveling
 EH0425.and adjusted in June 1991.
 EH0425
 EH0425.The geoid height was determined by GEOID03.
 EH0425
 EH0425.The dynamic height is computed by dividing the NAVD 88
 EH0425.geopotential number by the normal gravity value computed on the
 EH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0425.degrees latitude (g = 980.6199 gals.).
 EH0425
 EH0425.The modeled gravity was interpolated from observed gravity values.
 EH0425
 EH0425;                    North         East    Units  Estimated Accuracy
 EH0425;SPC MS W     -   518,560.      661,740.      MT  (+/- 180 meters Scaled)
 EH0425
 EH0425                          SUPERSEDED SURVEY CONTROL
 EH0425
 EH0425  NGVD 29 (??/??/??)   50.389  (m)          165.32   (f) ADJUSTED    1 1
 EH0425
 EH0425.Superseded values are not recommended for survey control.
 EH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0425.See file dsdata.txt to determine how the superseded data were derived.
 EH0425
 EH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT075839(NAD 83)
 EH0425_MARKER: DV = VERTICAL CONTROL DISK
 EH0425_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0425+WITH SETTING: INTO GROUND
 EH0425_SP_SET: METAL ROD WITH BASE PLATE
 EH0425_STAMPING: B 244 1974
 EH0425_MARK LOGO: NGS   
 EH0425_PROJECTION: FLUSH
 EH0425_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0425+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0425_ROD/PIPE-DEPTH: 1.2  meters
 EH0425
 EH0425  HISTORY     - Date     Condition        Report By
 EH0425  HISTORY     - 1974     MONUMENTED       NGS
 EH0425  HISTORY     - 1983     GOOD             USPSQD
 EH0425  HISTORY     - 19920123 GOOD             NGS
 EH0425  HISTORY     - 20030623 GOOD             USACE
 EH0425
 EH0425                          STATION DESCRIPTION
 EH0425
 EH0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0425'2.65 MI SE FROM RENA LARA.
 EH0425'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE BAPTIST
 EH0425'CHURCH AT RENA LARA, AT THE JUNCTION OF A LIGHT FIELD ROAD LEADING
 EH0425'NORTHWEST ACROSS THE OLD RAILROAD GRADE, 122.8 FEET NORTHWEST OF THE
 EH0425'CENTER LINE OF THE HIGHWAY, 33 FEET NORTHWEST OF THE APPROXIMATE
 EH0425'CENTER LINE OF THE RAILROAD GRADE, 12 FEET NORTHEAST OF THE CENTER OF
 EH0425'A WOODEN GATE, 1.1 FOOT SOUTHEAST OF A FENCE, 0.6 FOOT SOUTHWEST OF A
 EH0425'METAL WITNESS POST, 2.5 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP
 EH0425'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 EH0425'PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED
 EH0425'BY A 4-INCH PLATIC PIPE FLUSH WITH THE GROUND.  SECTION 31, T 27N, R
 EH0425'5W.
 EH0425
 EH0425                          STATION RECOVERY (1983)
 EH0425
 EH0425'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0425'RECOVERED IN GOOD CONDITION.
 EH0425
 EH0425                          STATION RECOVERY (1992)
 EH0425
 EH0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0425'5.1 KM (3.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0425'OF STATE HIGHWAY 322 IN SHERARD, 37.3 M (122.4 FT) NORTHWEST OF THE
 EH0425'HIGHWAY CENTERLINE, 3.7 M (12.1 FT) NORTHEAST OF THE CENTER OF A
 EH0425'GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 EH0425'SOUTHEAST OF A FENCE, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
 EH0425'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M
 EH0425'(0.3 FT) BELOW THE GROUND SURFACE.
 EH0425
 EH0425                          STATION RECOVERY (2003)
 EH0425
 EH0425'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0299 ***********************************************************************
 EH0299  DESIGNATION -  B 245
 EH0299  PID         -  EH0299
 EH0299  STATE/COUNTY-  MS/TUNICA
 EH0299  USGS QUAD   -  LULA (1969)
 EH0299
 EH0299                         *CURRENT SURVEY CONTROL
 EH0299  ___________________________________________________________________
 EH0299* NAD 83(1986)-  34 29 53.     (N)    090 26 06.     (W)     SCALED    
 EH0299* NAVD 88     -        55.576  (meters)     182.34   (feet)  ADJUSTED  
 EH0299  ___________________________________________________________________
 EH0299  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0299  DYNAMIC HT  -          55.522 (meters)     182.16  (feet)  COMP
 EH0299  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EH0299
 EH0299  VERT ORDER  -  FIRST     CLASS I
 EH0299
 EH0299.The horizontal coordinates were scaled from a topographic map and have
 EH0299.an estimated accuracy of +/- 6 seconds.
 EH0299
 EH0299.The orthometric height was determined by differential leveling
 EH0299.and adjusted in June 1991.
 EH0299
 EH0299.The geoid height was determined by GEOID03.
 EH0299
 EH0299.The dynamic height is computed by dividing the NAVD 88
 EH0299.geopotential number by the normal gravity value computed on the
 EH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0299.degrees latitude (g = 980.6199 gals.).
 EH0299
 EH0299.The modeled gravity was interpolated from observed gravity values.
 EH0299
 EH0299;                    North         East    Units  Estimated Accuracy
 EH0299;SPC MS W     -   554,200.      690,660.      MT  (+/- 180 meters Scaled)
 EH0299
 EH0299                          SUPERSEDED SURVEY CONTROL
 EH0299
 EH0299  NGVD 29 (??/??/??)   55.615  (m)          182.46   (f) ADJUSTED    1 1
 EH0299
 EH0299.Superseded values are not recommended for survey control.
 EH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0299.See file dsdata.txt to determine how the superseded data were derived.
 EH0299
 EH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU355203(NAD 83)
 EH0299_MARKER: DB = BENCH MARK DISK
 EH0299_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0299+WITH SETTING: INTO GROUND
 EH0299_STAMPING: B 245 1974
 EH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0299+STABILITY: SURFACE MOTION
 EH0299
 EH0299  HISTORY     - Date     Condition        Report By
 EH0299  HISTORY     - 1974     MONUMENTED       NGS
 EH0299  HISTORY     - 1975     GOOD             MSHD
 EH0299  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0299
 EH0299                          STATION DESCRIPTION
 EH0299
 EH0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0299'3 MI NE FROM LULA.
 EH0299'ABOUT 3 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION WITH A
 EH0299'PAVED ROAD (FOURTH STREET) LEADING WEST TO LULA, 67 FEET
 EH0299'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF
 EH0299'POWER POLE 4 SUPPORTING A TRANSFORMER AND WITH A GUY WIRE AND A
 EH0299'WITNESS SHIELD NAILED TO IT, 4.8 FEET WEST OF THE GUY WIRE, 3 FEET
 EH0299'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 EH0299'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 EH0299'WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2
 EH0299'FOOT.  SECTION 2 ,T 7S ,R 12W.
 EH0299
 EH0299                          STATION RECOVERY (1975)
 EH0299
 EH0299'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0299'RECOVERED IN GOOD CONDITION.
 EH0299
 EH0299                          STATION RECOVERY (1983)
 EH0299
 EH0299'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0924 ***********************************************************************
 CO0924  DESIGNATION -  B 25
 CO0924  PID         -  CO0924
 CO0924  STATE/COUNTY-  MS/SCOTT
 CO0924  USGS QUAD   -  PULASKI (1982)
 CO0924
 CO0924                         *CURRENT SURVEY CONTROL
 CO0924  ___________________________________________________________________
 CO0924* NAD 83(1986)-  32 21 59.     (N)    089 33 14.     (W)     SCALED    
 CO0924* NAVD 88     -       152.367  (meters)     499.89   (feet)  ADJUSTED  
 CO0924  ___________________________________________________________________
 CO0924  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CO0924  DYNAMIC HT  -         152.188 (meters)     499.30  (feet)  COMP
 CO0924  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 CO0924
 CO0924  VERT ORDER  -  FIRST     CLASS I
 CO0924
 CO0924.The horizontal coordinates were scaled from a topographic map and have
 CO0924.an estimated accuracy of +/- 6 seconds.
 CO0924
 CO0924.The orthometric height was determined by differential leveling
 CO0924.and adjusted in June 1991.
 CO0924
 CO0924.The geoid height was determined by GEOID03.
 CO0924
 CO0924.The dynamic height is computed by dividing the NAVD 88
 CO0924.geopotential number by the normal gravity value computed on the
 CO0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0924.degrees latitude (g = 980.6199 gals.).
 CO0924
 CO0924.The modeled gravity was interpolated from observed gravity values.
 CO0924
 CO0924;                    North         East    Units  Estimated Accuracy
 CO0924;SPC MS E     -   318,000.      232,190.      MT  (+/- 180 meters Scaled)
 CO0924
 CO0924                          SUPERSEDED SURVEY CONTROL
 CO0924
 CO0924  NGVD 29 (??/??/??)  152.361  (m)          499.87   (f) ADJUSTED    1 1
 CO0924
 CO0924.Superseded values are not recommended for survey control.
 CO0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0924.See file dsdata.txt to determine how the superseded data were derived.
 CO0924
 CO0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA597839(NAD 83)
 CO0924_MARKER: DB = BENCH MARK DISK
 CO0924_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CO0924+WITH SETTING: PAVEMENT
 CO0924_SP_SET: RR SIGNAL BASE
 CO0924_STAMPING: B 25 1934
 CO0924_MARK LOGO: CGS   
 CO0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0924+STABILITY: SURFACE MOTION
 CO0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0924+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0924
 CO0924  HISTORY     - Date     Condition        Report By
 CO0924  HISTORY     - 1934     MONUMENTED       CGS
 CO0924  HISTORY     - 1968     GOOD             NGS
 CO0924  HISTORY     - 1977     GOOD             MSHD
 CO0924  HISTORY     - 19991220 GOOD             NGS
 CO0924
 CO0924                          STATION DESCRIPTION
 CO0924
 CO0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0924'6.55 MI W FROM FOREST.
 CO0924'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0924'COURTHOUSE AT FOREST, THENCE 5.7 MILES WEST ALONG U.S. HIGHWAY 80,
 CO0924'THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE EAST
 CO0924'ALONG THE ILLINOIS CENTRAL RAILROAD, 0.3 MILE EAST OF THE CREST OF A
 CO0924'HILL, 4 POLES WEST OF MILEPOST NUMBER 54, 9 1/2 FEET NORTH OF THE
 CO0924'NORTH RAIL, SET IN THE TOP OF THE NORTH SIDE OF AN ABANDONED CONCRETE
 CO0924'SEMAPHORE FOUNDATION WHICH IS ABOUT LEVEL WITH THE BALLAST OF THE
 CO0924'TRACK, 31 FEET SOUTH OF TELEPHONE POLE NUMBER 2085, AND ABOUT 1 FOOT
 CO0924'BELOW THE LEVEL OF THE TRACK.  SEC 14, T 6N, R 7E.
 CO0924
 CO0924                          STATION RECOVERY (1977)
 CO0924
 CO0924'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0924'THE MARK IS LOCATED 4.8 MILES WEST OF FOREST, 0.3 MILES EAST ALONG
 CO0924'THE I.C.R.R. TRACK FROM THE CREST OF THE FIRST CURVE EAST OF THE
 CO0924'CROSSING OF NATIONAL FOREST ROAD NO. 513, 5.8 MILES EAST OF MORTON IN
 CO0924'THE NORTHWEST 1/4 OF SECTION 14, T 6 N, R 7 E. IT IS 410 FEET WEST OF
 CO0924'MILEPOST 54, 9 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A METAL
 CO0924'WITNESS POST SET IN A DRILL HOLE NEAR THE CENTER OF THE NORTH SIDE OF
 CO0924'AN ABANDONED CONCRETE SEMAPHORE FOUNDATION AND IS ABOUT 1 FOOT BELOW
 CO0924'THE LEVEL OF THE TRACK. TO REACH FROM THE INTERSECTION OF STATE
 CO0924'HIGHWAY 35 AND U.S. HIGHWAY 80 IN FOREST GO WEST ON U.S. HIGHWAY 80
 CO0924'FOR 2.25 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON A
 CO0924'GRAVELED ROAD FOR 0.1 MILE TO A RAILROAD CROSSING THENCE EAST ALONG
 CO0924'THE RAILROAD TRACK FOR 0.65 MILE TO THE MARK ON THE LEFT.
 CO0924
 CO0924                          STATION RECOVERY (1999)
 CO0924
 CO0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0924'RECOVERED AS DESCRIBED.  REACH STATION FROM HWY 80 BY PROCEEDING NORTH
 CO0924'ON FOREST SERVICE ROAD TO, AND JUST ACROSS, ACTIVE RR TRACK.  TURN
 CO0924'RIGHT AND PROCEED EAST FROM ROAD ON FIBER OPTIC RIGHT-OF-WAY TRAIL
 CO0924'ALONG NORTH SIDE OF RR TRACK ABOUT 0.6 MILE (1.0 KM) TO MARK ON THE
 CO0924'RIGHT.  MARK IS ABOUT 4 M (13.1 FT) SOUTH OF THE TRAIL AND ABOUT 3 M
 CO0924'(9.8 FT) NORTH OF THE RR TRACK.  THE FIBER OPTIC ROW TRAIL IS NARROW
 CO0924'AND DIFFICULT TO NEGOTIATE IN A 4WD VEHICLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1068 ***********************************************************************
 CO1068  DESIGNATION -  B 251
 CO1068  PID         -  CO1068
 CO1068  STATE/COUNTY-  MS/LAUDERDALE
 CO1068  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1068
 CO1068                         *CURRENT SURVEY CONTROL
 CO1068  ___________________________________________________________________
 CO1068* NAD 83(1986)-  32 20 52.     (N)    088 41 32.     (W)     SCALED    
 CO1068* NAVD 88     -        97.986  (meters)     321.48   (feet)  ADJUSTED  
 CO1068  ___________________________________________________________________
 CO1068  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CO1068  DYNAMIC HT  -          97.871 (meters)     321.10  (feet)  COMP
 CO1068  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CO1068  OBS GRAVITY -     979,466.4   (mgal)                       GRAV_OBS
 CO1068
 CO1068  VERT ORDER  -  FIRST     CLASS II
 CO1068
 CO1068.The horizontal coordinates were scaled from a topographic map and have
 CO1068.an estimated accuracy of +/- 6 seconds.
 CO1068
 CO1068.The orthometric height was determined by differential leveling
 CO1068.and adjusted in June 1991.
 CO1068
 CO1068.The geoid height was determined by GEOID03.
 CO1068
 CO1068.The dynamic height is computed by dividing the NAVD 88
 CO1068.geopotential number by the normal gravity value computed on the
 CO1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1068.degrees latitude (g = 980.6199 gals.).
 CO1068
 CO1068.The modeled gravity was interpolated from observed gravity values.
 CO1068.The observed gravity was obtained from relative gravimeter ties
 CO1068.to the IGSN71 gravity network.
 CO1068
 CO1068;                    North         East    Units  Estimated Accuracy
 CO1068;SPC MS E     -   315,720.      313,280.      MT  (+/- 180 meters Scaled)
 CO1068
 CO1068                          SUPERSEDED SURVEY CONTROL
 CO1068
 CO1068  NGVD 29 (??/??/??)   97.973  (m)          321.43   (f) ADJUSTED    1 2
 CO1068
 CO1068.Superseded values are not recommended for survey control.
 CO1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1068.See file dsdata.txt to determine how the superseded data were derived.
 CO1068
 CO1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA407802(NAD 83)
 CO1068_MARKER: I = METAL ROD
 CO1068_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1068_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1068_STAMPING: B 251 1980
 CO1068_MARK LOGO: NGS   
 CO1068_PROJECTION: RECESSED 5 CENTIMETERS
 CO1068_MAGNETIC: I = MARKER IS A STEEL ROD
 CO1068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1068+STABILITY: POSITION/ELEVATION WELL
 CO1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1068+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 CO1068_ROD/PIPE-DEPTH: 11.9 meters
 CO1068_SLEEVE-DEPTH  : 6.1 meters
 CO1068
 CO1068  HISTORY     - Date     Condition        Report By
 CO1068  HISTORY     - 1980     MONUMENTED       NGS
 CO1068  HISTORY     - 1983     GOOD             NGS
 CO1068  HISTORY     - 19900418 GOOD             MSHD
 CO1068
 CO1068                          STATION DESCRIPTION
 CO1068
 CO1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1068'0.56 KM SOUTH FROM MERIDIAN.
 CO1068'0.56 KILOMETERS (0.35 MILE) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1068'OVERPASS OF INTERSTATES 20 AND 59 IN MERIDIAN, 0.058 KILOMETER (0.05
 CO1068'MILE) WEST OF U.S. HIGHWAY 45, AT THE NORTHWEST CORNER OF THE
 CO1068'FINANCIAL DATA PROCESSING CENTER BUILDING, 9.08 METERS (29.8 FEET)
 CO1068'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BLOCK STORAGE SHED,
 CO1068'8.53 METERS (28 FEET) NORTH OF THE CENTER OF THE DOORS TO THE REAR
 CO1068'ENTRANCE TO THE BUILDING, 1.65 METERS (5.4 FEET) NORTH OF THE
 CO1068'NORTHWEST CORNER OF THE BUILDING.
 CO1068'THE MARK IS 0.5 M BELOW HIGHWAY.
 CO1068
 CO1068                          STATION RECOVERY (1983)
 CO1068
 CO1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO1068'RECOVERED IN GOOD CONDITION.
 CO1068
 CO1068                          STATION RECOVERY (1990)
 CO1068
 CO1068'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1068'MARK IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTHEAST OF DOWNTOWN MERIDIAN
 CO1068'AT THE NORTHWEST CORNER OF THE FINANCIAL DATA PROCESSING CENTER
 CO1068'BUILDING AND IS IN SECTION 20, T 6N, R 16E.
 CO1068'TO REACH FROM THE I-20 AND I-59 BRIDGE OVER 22ND AVENUE (OLD U.S.
 CO1068'HIGHWAY 45) IN MERIDIAN, GO SOUTH ON OLD HIGHWAY 45 FOR 0.35 MI
 CO1068'(0.56 KM) TO THE MARK ON THE RIGHT.
 CO1068'MARK IS A STAINLESS STEEL ROD WITH AN ALUMINUM COVER, FLUSH WITH THE
 CO1068'GROUND, 232 FT (70.7 M) WEST OF THE CENTER OF HIGHWAY 45, 29.8 FT
 CO1068'(9.1 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 CO1068'BUILDING, 28 FT (8.5 M) NORTH OF THE CENTER OF THE DOORS TO THE REAR
 CO1068'ENTRANCE TO THE BUILDING AND 5.4 FT (1.6 M) NORTH OF THE NORTHWEST
 CO1068'CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1844 ***********************************************************************
 BW1844  DESIGNATION -  B 252
 BW1844  PID         -  BW1844
 BW1844  STATE/COUNTY-  MS/ADAMS
 BW1844  USGS QUAD   -  NATCHEZ (1976)
 BW1844
 BW1844                         *CURRENT SURVEY CONTROL
 BW1844  ___________________________________________________________________
 BW1844* NAD 83(1986)-  31 33 26.     (N)    091 24 53.     (W)     SCALED    
 BW1844* NAVD 88     -        21.185  (meters)      69.50   (feet)  ADJUSTED  
 BW1844  ___________________________________________________________________
 BW1844  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW1844  DYNAMIC HT  -          21.160 (meters)      69.42  (feet)  COMP
 BW1844  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BW1844
 BW1844  VERT ORDER  -  FIRST     CLASS II
 BW1844
 BW1844.The horizontal coordinates were scaled from a topographic map and have
 BW1844.an estimated accuracy of +/- 6 seconds.
 BW1844
 BW1844.The orthometric height was determined by differential leveling
 BW1844.and adjusted in February 1994.
 BW1844
 BW1844.The geoid height was determined by GEOID03.
 BW1844
 BW1844.The dynamic height is computed by dividing the NAVD 88
 BW1844.geopotential number by the normal gravity value computed on the
 BW1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1844.degrees latitude (g = 980.6199 gals.).
 BW1844
 BW1844.The modeled gravity was interpolated from observed gravity values.
 BW1844
 BW1844;                    North         East    Units  Estimated Accuracy
 BW1844;SPC MS W     -   228,560.      597,330.      MT  (+/- 180 meters Scaled)
 BW1844
 BW1844                          SUPERSEDED SURVEY CONTROL
 BW1844
 BW1844  NAVD 88 (06/15/91)   21.203  (m)           69.56   (f) UNKNOWN     1 2
 BW1844  NGVD 29 (??/??/??)   21.182  (m)           69.49   (f) ADJUSTED    1 2
 BW1844
 BW1844.Superseded values are not recommended for survey control.
 BW1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1844.See file dsdata.txt to determine how the superseded data were derived.
 BW1844
 BW1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ504924(NAD 83)
 BW1844_MARKER: Z = SEE DESCRIPTION
 BW1844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW1844_SP_SET: STAINLESS STEEL ROD
 BW1844_PROJECTION: FLUSH
 BW1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1844_ROD/PIPE-DEPTH: 1.22 meters
 BW1844
 BW1844  HISTORY     - Date     Condition        Report By
 BW1844  HISTORY     - 1980     MONUMENTED       NGS
 BW1844
 BW1844                          STATION DESCRIPTION
 BW1844
 BW1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BW1844'0.9 MI SW FROM NATCHEZ.
 BW1844'0.05 MILE NORTHWEST ALONG JEFFERSON STREET FROM THE POST OFFICE
 BW1844'AT NATCHEZ, THENCE 0.25 MILE SOUTHWEST ALONG BROADWAY, THENCE
 BW1844'0.50 MILE SOUTH-SOUTHWEST ALONG A BLACKTOP ROAD TO THE BOAT RAMP
 BW1844'AT OVER THE HILL NATCHEZ, THENCE 0.10 MILE SOUTH ALONG A BLACK TOP
 BW1844'WALKWAY TO A SMALL PARK, A 4-FOOT ROD DRIVEN FLUSH WITH THE GROUND,
 BW1844'3 FEET NORTH OF A 36-INCH COTTON WOOD TREE, THE TREE IS SURROUNDED
 BW1844'BY THE BLACKTOP WALK WAY. USED FOR A RIVER CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0963 ***********************************************************************
 CO0963  DESIGNATION -  B 26
 CO0963  PID         -  CO0963
 CO0963  STATE/COUNTY-  MS/LEAKE
 CO0963  USGS QUAD   -  CONWAY (1989)
 CO0963
 CO0963                         *CURRENT SURVEY CONTROL
 CO0963  ___________________________________________________________________
 CO0963* NAD 83(1986)-  32 49 02.     (N)    089 31 56.     (W)     SCALED    
 CO0963* NAVD 88     -       128.795  (meters)     422.55   (feet)  ADJUSTED  
 CO0963  ___________________________________________________________________
 CO0963  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CO0963  DYNAMIC HT  -         128.650 (meters)     422.08  (feet)  COMP
 CO0963  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CO0963
 CO0963  VERT ORDER  -  SECOND    CLASS 0
 CO0963
 CO0963.The horizontal coordinates were scaled from a topographic map and have
 CO0963.an estimated accuracy of +/- 6 seconds.
 CO0963
 CO0963.The orthometric height was determined by differential leveling
 CO0963.and adjusted in June 1991.
 CO0963
 CO0963.The geoid height was determined by GEOID03.
 CO0963
 CO0963.The dynamic height is computed by dividing the NAVD 88
 CO0963.geopotential number by the normal gravity value computed on the
 CO0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0963.degrees latitude (g = 980.6199 gals.).
 CO0963
 CO0963.The modeled gravity was interpolated from observed gravity values.
 CO0963
 CO0963;                    North         East    Units  Estimated Accuracy
 CO0963;SPC MS E     -   367,990.      234,560.      MT  (+/- 180 meters Scaled)
 CO0963
 CO0963                          SUPERSEDED SURVEY CONTROL
 CO0963
 CO0963  NGVD 29 (??/??/92)  128.802  (m)          422.58   (f) ADJ UNCH    2 0
 CO0963
 CO0963.Superseded values are not recommended for survey control.
 CO0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0963.See file dsdata.txt to determine how the superseded data were derived.
 CO0963
 CO0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB629338(NAD 83)
 CO0963_MARKER: DB = BENCH MARK DISK
 CO0963_SETTING: 0 = UNSPECIFIED SETTING
 CO0963_STAMPING: B26 1934
 CO0963_MARK LOGO: CGS   
 CO0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0963+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1988
 CO0963
 CO0963  HISTORY     - Date     Condition        Report By
 CO0963  HISTORY     - 1934     MONUMENTED       CGS
 CO0963  HISTORY     - 1964     GOOD             MSHD
 CO0963  HISTORY     - 19880606 GOOD             MSHD
 CO0963
 CO0963                          STATION DESCRIPTION
 CO0963
 CO0963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0963'6.25 MI N FROM CARTHAGE.
 CO0963'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0963'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 5.2 MILES TO A CROSS ROAD, TURN
 CO0963'RIGHT, EAST-NORTHEAST AND GO 1.0 MILE TO THE MARK ON THE RIGHT. THE
 CO0963'MARK IS A DISK SET IN CEMENT IN THE TOP OF THE SOUTH END OF THE EAST
 CO0963'CONCRETE HEADWALL OF A CULVERT, 1 FOOT ABOVE THE LEVEL OF THE GRAVEL
 CO0963'ROAD.
 CO0963
 CO0963                          STATION RECOVERY (1988)
 CO0963
 CO0963'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0963'MARK IS LOCATED 8.86 KM (5.50 MI) NORTH OF CARTHAGE IN THE NORTHWEST
 CO0963'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 12, T11 N, R7 E.
 CO0963'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0963'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 4.03 KM (2.50 MI) TO THE JUNCTION
 CO0963'OF STATE HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 35 FOR 4.19 KM
 CO0963'(2.60 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON A GRAVEL
 CO0963'ROAD FOR 0.32 KM (0.20 MI) TO A SIDE ROAD RIGHT, CONTINUE NORTH ON A
 CO0963'GRAVEL ROAD FOR 1.21 KM (0.75 MI) TO THE MARK ON THE RIGHT.
 CO0963'IT IS A STANDARD DISK SET IN A DRILL HOLE 0.3 M (1.0 FT) NORTH OF THE
 CO0963'SOUTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT, 3.66 M
 CO0963'(12.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 0.34 M (1.1 FT) NORTH
 CO0963'OF A CARSONITE WITNESS POST AND IS ABOUT 0.3 M (1.0 FT) ABOVE THE
 CO0963'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1253 ***********************************************************************
 DJ1253  DESIGNATION -  B 27
 DJ1253  PID         -  DJ1253
 DJ1253  STATE/COUNTY-  MS/CHOCTAW
 DJ1253  USGS QUAD   -  WEIR (1966)
 DJ1253
 DJ1253                         *CURRENT SURVEY CONTROL
 DJ1253  ___________________________________________________________________
 DJ1253* NAD 83(1986)-  33 16 01.     (N)    089 17 21.     (W)     SCALED    
 DJ1253* NAVD 88     -       142.289  (meters)     466.83   (feet)  ADJUSTED  
 DJ1253  ___________________________________________________________________
 DJ1253  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DJ1253  DYNAMIC HT  -         142.130 (meters)     466.30  (feet)  COMP
 DJ1253  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 DJ1253
 DJ1253  VERT ORDER  -  SECOND    CLASS 0
 DJ1253
 DJ1253.The horizontal coordinates were scaled from a topographic map and have
 DJ1253.an estimated accuracy of +/- 6 seconds.
 DJ1253
 DJ1253.The orthometric height was determined by differential leveling
 DJ1253.and adjusted in June 1991.
 DJ1253
 DJ1253.The geoid height was determined by GEOID03.
 DJ1253
 DJ1253.The dynamic height is computed by dividing the NAVD 88
 DJ1253.geopotential number by the normal gravity value computed on the
 DJ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1253.degrees latitude (g = 980.6199 gals.).
 DJ1253
 DJ1253.The modeled gravity was interpolated from observed gravity values.
 DJ1253
 DJ1253;                    North         East    Units  Estimated Accuracy
 DJ1253;SPC MS E     -   417,740.      257,530.      MT  (+/- 180 meters Scaled)
 DJ1253
 DJ1253                          SUPERSEDED SURVEY CONTROL
 DJ1253
 DJ1253  NGVD 29 (??/??/92)  142.259  (m)          466.73   (f) ADJ UNCH    2 0
 DJ1253
 DJ1253.Superseded values are not recommended for survey control.
 DJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1253.See file dsdata.txt to determine how the superseded data were derived.
 DJ1253
 DJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB867832(NAD 83)
 DJ1253_MARKER: DB = BENCH MARK DISK
 DJ1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1253_SP_SET: CULVERT
 DJ1253_STAMPING: B-27 1934
 DJ1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1253
 DJ1253  HISTORY     - Date     Condition        Report By
 DJ1253  HISTORY     - 1934     MONUMENTED       CGS
 DJ1253  HISTORY     - 1963     GOOD             NGS
 DJ1253  HISTORY     - 1980     GOOD             MSHD
 DJ1253
 DJ1253                          STATION DESCRIPTION
 DJ1253
 DJ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1253'IN WEIR.
 DJ1253'ALONG THE ILLINOIS CENTRAL RAILROAD.  AT ROAD CONCRETE CULVERT
 DJ1253'OPPOSITE RAILROAD BRIDGE NO. H42.3E.  SET IN THE CENTER OF THE NORTH
 DJ1253'HEADWALL 150 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACKS AT POINT
 DJ1253'150 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACKS, AT POINT 150
 DJ1253'FEET WEST OF THE DEPOT.
 DJ1253
 DJ1253                          STATION RECOVERY (1963)
 DJ1253
 DJ1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DJ1253'RECOVERED IN GOOD CONDITION.
 DJ1253
 DJ1253                          STATION RECOVERY (1980)
 DJ1253
 DJ1253'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1383 ***********************************************************************
 DJ1383  DESIGNATION -  B 28
 DJ1383  PID         -  DJ1383
 DJ1383  STATE/COUNTY-  MS/HOLMES
 DJ1383  USGS QUAD   -  OWENS WELLS (1982)
 DJ1383
 DJ1383                         *CURRENT SURVEY CONTROL
 DJ1383  ___________________________________________________________________
 DJ1383* NAD 83(1986)-  33 05 51.     (N)    089 54 45.     (W)     SCALED    
 DJ1383* NAVD 88     -       107.451  (meters)     352.53   (feet)  ADJUSTED  
 DJ1383  ___________________________________________________________________
 DJ1383  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DJ1383  DYNAMIC HT  -         107.334 (meters)     352.14  (feet)  COMP
 DJ1383  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 DJ1383
 DJ1383  VERT ORDER  -  SECOND    CLASS 0
 DJ1383
 DJ1383.The horizontal coordinates were scaled from a topographic map and have
 DJ1383.an estimated accuracy of +/- 6 seconds.
 DJ1383
 DJ1383.The orthometric height was determined by differential leveling
 DJ1383.and adjusted in June 1991.
 DJ1383
 DJ1383.The geoid height was determined by GEOID03.
 DJ1383
 DJ1383.The dynamic height is computed by dividing the NAVD 88
 DJ1383.geopotential number by the normal gravity value computed on the
 DJ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1383.degrees latitude (g = 980.6199 gals.).
 DJ1383
 DJ1383.The modeled gravity was interpolated from observed gravity values.
 DJ1383
 DJ1383;                    North         East    Units  Estimated Accuracy
 DJ1383;SPC MS W     -   398,930.      739,280.      MT  (+/- 180 meters Scaled)
 DJ1383
 DJ1383                          SUPERSEDED SURVEY CONTROL
 DJ1383
 DJ1383  NGVD 29 (??/??/92)  107.483  (m)          352.63   (f) ADJ UNCH    2 0
 DJ1383
 DJ1383.Superseded values are not recommended for survey control.
 DJ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1383.See file dsdata.txt to determine how the superseded data were derived.
 DJ1383
 DJ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB281658(NAD 83)
 DJ1383_MARKER: DB = BENCH MARK DISK
 DJ1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1383_STAMPING: B 28 1934
 DJ1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1383+STABILITY: SURFACE MOTION
 DJ1383
 DJ1383  HISTORY     - Date     Condition        Report By
 DJ1383  HISTORY     - 1934     MONUMENTED       CGS
 DJ1383  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DJ1383
 DJ1383                          STATION DESCRIPTION
 DJ1383
 DJ1383'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DJ1383'3.8 MI W FROM DURANT.
 DJ1383'THE MARK IS LOCATED 3.8 MILES WEST ALONG THE ILLINOIS CENTRAL
 DJ1383'RAILROAD, FORMERLY THE YAZOO AND MISSISSIPPI VALLEY RAILROAD, FROM THE
 DJ1383'STATION AT DURANT, HOLMES COUNTY, AT WEST HILL, 2 POLES WEST OF
 DJ1383'MILEPOST D 4, AT A ROAD CROSSING, 18 FEET WEST OF THE CENTERLINE OF
 DJ1383'THE ROAD, AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 DJ1383'STANDARD DISK, STAMPED B 28 1934 AND SET IN THE TOP OF A CONCRETE
 DJ1383'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1417 ***********************************************************************
 DJ1417  DESIGNATION -  B 29
 DJ1417  PID         -  DJ1417
 DJ1417  STATE/COUNTY-  MS/GRENADA
 DJ1417  USGS QUAD   -  GRENADA (1983)
 DJ1417
 DJ1417                         *CURRENT SURVEY CONTROL
 DJ1417  ___________________________________________________________________
 DJ1417* NAD 83(1986)-  33 48 18.     (N)    089 48 05.     (W)     SCALED    
 DJ1417* NAVD 88     -        56.835  (meters)     186.47   (feet)  ADJUSTED  
 DJ1417  ___________________________________________________________________
 DJ1417  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ1417  DYNAMIC HT  -          56.777 (meters)     186.28  (feet)  COMP
 DJ1417  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 DJ1417
 DJ1417  VERT ORDER  -  SECOND    CLASS 0
 DJ1417
 DJ1417.The horizontal coordinates were scaled from a topographic map and have
 DJ1417.an estimated accuracy of +/- 6 seconds.
 DJ1417
 DJ1417.The orthometric height was determined by differential leveling
 DJ1417.and adjusted in June 1991.
 DJ1417
 DJ1417.The geoid height was determined by GEOID03.
 DJ1417
 DJ1417.The dynamic height is computed by dividing the NAVD 88
 DJ1417.geopotential number by the normal gravity value computed on the
 DJ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1417.degrees latitude (g = 980.6199 gals.).
 DJ1417
 DJ1417.The modeled gravity was interpolated from observed gravity values.
 DJ1417
 DJ1417;                    North         East    Units  Estimated Accuracy
 DJ1417;SPC MS W     -   477,450.      749,250.      MT  (+/- 180 meters Scaled)
 DJ1417
 DJ1417                          SUPERSEDED SURVEY CONTROL
 DJ1417
 DJ1417  NGVD 29 (??/??/92)   56.836  (m)          186.47   (f) ADJ UNCH    2 0
 DJ1417
 DJ1417.Superseded values are not recommended for survey control.
 DJ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1417.See file dsdata.txt to determine how the superseded data were derived.
 DJ1417
 DJ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC406440(NAD 83)
 DJ1417_MARKER: DB = BENCH MARK DISK
 DJ1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1417_SP_SET: CONCRETE BASE
 DJ1417_STAMPING: B 29 1934
 DJ1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1417+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2008
 DJ1417
 DJ1417  HISTORY     - Date     Condition        Report By
 DJ1417  HISTORY     - 1934     MONUMENTED       CGS
 DJ1417  HISTORY     - 1973     GOOD             MSHD
 DJ1417  HISTORY     - 1979     POOR             USGS
 DJ1417  HISTORY     - 20080214 GOOD             MSDOT
 DJ1417
 DJ1417                          STATION DESCRIPTION
 DJ1417
 DJ1417'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1417'1.5 MI N FROM GRENADA.
 DJ1417'THE MARK IS LOCATED 1.5 MILES NORTH OF GRENADA IN THE WEST ANGLE OF
 DJ1417'THE CROSSING OF THE ICRR WITH STATE HIGHWAY 332 IN THE NW 1/4 OF
 DJ1417'SECTION 5, T 22N, R 5E.  IT IS 6.5 FEET SOUTHWEST OF THE SOUTHWEST
 DJ1417'RAIL, 221 FEET NORTHWEST OF THE CENTER OF HIGHWAY 332, 40 FEET EAST OF
 DJ1417'TELEPHONE POLE NO. 2720, SET IN A DRILL HOLE IN THE EAST CORNER OF THE
 DJ1417'CONCRETE BASE OF SIGNAL BLOCK J4905 AND IS ABOUT 1/2 FOOT BELOW THE
 DJ1417'LEVEL OF THE TRACK.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8
 DJ1417'AND U.S. HIGHWAY 51 IN GRENADA GO NORTH ON U.S. HIGHWAY 51 FOR 2 MILES
 DJ1417'TO THE JUNCTION OF STATE HIGHWAY 332.  TURN RIGHT AND GO EAST ON STATE
 DJ1417'HIGHWAY 332 FOR 0.85 MILE TO A RAILROAD CROSSING AND THE MARK ON THE
 DJ1417'LEFT.
 DJ1417
 DJ1417                          STATION RECOVERY (1979)
 DJ1417
 DJ1417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DJ1417'MARK RECOVERED IN POOR CONDITION.
 DJ1417
 DJ1417                          STATION RECOVERY (2008)
 DJ1417
 DJ1417'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8610 ***********************************************************************
 DJ8610  DESIGNATION -  B 29X
 DJ8610  PID         -  DJ8610
 DJ8610  STATE/COUNTY-  MS/GRENADA
 DJ8610  USGS QUAD   -  GRENADA (1983)
 DJ8610
 DJ8610                         *CURRENT SURVEY CONTROL
 DJ8610  ___________________________________________________________________
 DJ8610* NAD 83(2007)-  33 48 19.30317(N)    089 48 05.55361(W)     ADJUSTED  
 DJ8610* NAVD 88     -        56.49   (meters)     185.3    (feet)  LEVELING  
 DJ8610  ___________________________________________________________________
 DJ8610  EPOCH DATE  -        2002.00
 DJ8610  X           -      18,376.198 (meters)                     COMP
 DJ8610  Y           -  -5,305,293.563 (meters)                     COMP
 DJ8610  Z           -   3,528,544.335 (meters)                     COMP
 DJ8610  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DJ8610  ELLIP HEIGHT-          29.911 (meters)          (02/15/08) ADJUSTED
 DJ8610  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ8610  HORZ ORDER  -  FIRST
 DJ8610  VERT ORDER  -  THIRD ?
 DJ8610  ELLP ORDER  -  FOURTH    CLASS II
 DJ8610
 DJ8610.The horizontal coordinates were established by GPS observations
 DJ8610.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8610
 DJ8610.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8610.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8610.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8610.The epoch date for horizontal control is a decimal equivalence
 DJ8610.of Year/Month/Day.
 DJ8610
 DJ8610.The orthometric height was determined by differential leveling.
 DJ8610.The vertical network tie was performed by a horz. field party for horz.
 DJ8610.obs reductions. Reset procedures were used to establish the elevation.
 DJ8610
 DJ8610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8610
 DJ8610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8610
 DJ8610.The ellipsoidal height was determined by GPS observations
 DJ8610.and is referenced to NAD 83.
 DJ8610
 DJ8610.The geoid height was determined by GEOID03.
 DJ8610
 DJ8610;                    North         East     Units Scale Factor Converg.
 DJ8610;SPC MS W     -   477,486.063   749,238.946   MT  0.99997988   +0 17 45.2
 DJ8610;SPC MS W     - 1,566,552.19  2,458,128.11   sFT  0.99997988   +0 17 45.2
 DJ8610;UTM  16      - 3,744,104.605   240,655.355   MT  1.00042925   -1 33 34.5
 DJ8610
 DJ8610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8610!SPC MS W     -   0.99999530  x   0.99997988  =   0.99997518
 DJ8610!UTM  16      -   0.99999530  x   1.00042925  =   1.00042455
 DJ8610
 DJ8610                          SUPERSEDED SURVEY CONTROL
 DJ8610
 DJ8610.No superseded survey control is available for this station.
 DJ8610
 DJ8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4065544105(NAD 83)
 DJ8610_MARKER: I = METAL ROD
 DJ8610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8610+WITH SETTING: INFORMATION.
 DJ8610_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8610_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8610+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 DJ8610_ROD/PIPE-DEPTH:  0.6 meters
 DJ8610
 DJ8610  HISTORY     - Date     Condition        Report By
 DJ8610  HISTORY     - 20061220 MONUMENTED       EMCINC
 DJ8610
 DJ8610                          STATION DESCRIPTION
 DJ8610
 DJ8610'DESCRIBED BY EMC INCORPORATED 2006
 DJ8610'SET EAST SIDE OF S.R.  332 AND SOUTH OF RAILROAD TRACKS. SET 1/2 IN
 DJ8610'IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
 DJ8610' 
 DJ8610'TO REACH MARK FROM THE INTERSECTION OF S.R.  332 AND U.S. HIGHWAY 51
 DJ8610'AT GRENADA GO EAST ON S.R.  332 FOR 0.85 MI (1.4 KM) TO MARK ON RIGHT.
 DJ8610'LOCATED 18' FROM CENTERLINE OF S.R.  332, 36' AT 265 DEG FROM POWER
 DJ8610'POLE, 75' AT 205 DEG FROM RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0320 ***********************************************************************
 EH0320  DESIGNATION -  B 30
 EH0320  PID         -  EH0320
 EH0320  STATE/COUNTY-  MS/PANOLA
 EH0320  USGS QUAD   -  ASA (1983)
 EH0320
 EH0320                         *CURRENT SURVEY CONTROL
 EH0320  ___________________________________________________________________
 EH0320* NAD 83(1986)-  34 17 43.     (N)    090 02 39.     (W)     SCALED    
 EH0320* NAVD 88     -        62.355  (meters)     204.58   (feet)  ADJUSTED  
 EH0320  ___________________________________________________________________
 EH0320  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EH0320  DYNAMIC HT  -          62.295 (meters)     204.38  (feet)  COMP
 EH0320  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EH0320
 EH0320  VERT ORDER  -  SECOND    CLASS 0
 EH0320
 EH0320.The horizontal coordinates were scaled from a topographic map and have
 EH0320.an estimated accuracy of +/- 6 seconds.
 EH0320
 EH0320.The orthometric height was determined by differential leveling
 EH0320.and adjusted in June 1991.
 EH0320
 EH0320.The geoid height was determined by GEOID03.
 EH0320
 EH0320.The dynamic height is computed by dividing the NAVD 88
 EH0320.geopotential number by the normal gravity value computed on the
 EH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0320.degrees latitude (g = 980.6199 gals.).
 EH0320
 EH0320.The modeled gravity was interpolated from observed gravity values.
 EH0320
 EH0320;                    North         East    Units  Estimated Accuracy
 EH0320;SPC MS W     -   531,740.      726,620.      MT  (+/- 180 meters Scaled)
 EH0320
 EH0320                          SUPERSEDED SURVEY CONTROL
 EH0320
 EH0320  NGVD 29 (??/??/??)   62.375  (m)          204.64   (f) ADJUSTED    2 0
 EH0320
 EH0320.Superseded values are not recommended for survey control.
 EH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0320.See file dsdata.txt to determine how the superseded data were derived.
 EH0320
 EH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT720988(NAD 83)
 EH0320_MARKER: DB = BENCH MARK DISK
 EH0320_SETTING: 0 = UNSPECIFIED SETTING
 EH0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0320
 EH0320  HISTORY     - Date     Condition        Report By
 EH0320  HISTORY     - 1934     MONUMENTED       CGS
 EH0320  HISTORY     - 1967     MARK NOT FOUND   MSHD
 EH0320  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0320  HISTORY     - 20080122 MARK NOT FOUND   MSDOT
 EH0320
 EH0320                          STATION DESCRIPTION
 EH0320
 EH0320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EH0320'6.0 MI SW FROM BATESVILLE.
 EH0320'THE MARK IS LOCATED 6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE
 EH0320'COURTHOUSE AT BATESVILLE, AT THE JUNCTION OF A ROAD LEADING SOUTH TO
 EH0320'CROWDER, 24 FEET EAST OF THE CENTER OF THE ROAD AND 22 FEET SOUTH OF
 EH0320'THE CENTER OF THE HIGHWAY.
 EH0320
 EH0320                          STATION RECOVERY (1979)
 EH0320
 EH0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0320'MARK NOT FOUND.
 EH0320
 EH0320                          STATION RECOVERY (2008)
 EH0320
 EH0320'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1087 ***********************************************************************
 EG1087  DESIGNATION -  B 31
 EG1087  PID         -  EG1087
 EG1087  STATE/COUNTY-  MS/YALOBUSHA
 EG1087  USGS QUAD   -  WATER VALLEY EAST (1983)
 EG1087
 EG1087                         *CURRENT SURVEY CONTROL
 EG1087  ___________________________________________________________________
 EG1087* NAD 83(1986)-  34 11 27.     (N)    089 37 28.     (W)     SCALED    
 EG1087* NAVD 88     -       106.933  (meters)     350.83   (feet)  ADJUSTED  
 EG1087  ___________________________________________________________________
 EG1087  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EG1087  DYNAMIC HT  -         106.827 (meters)     350.48  (feet)  COMP
 EG1087  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 EG1087
 EG1087  VERT ORDER  -  SECOND    CLASS 0
 EG1087
 EG1087.The horizontal coordinates were scaled from a topographic map and have
 EG1087.an estimated accuracy of +/- 6 seconds.
 EG1087
 EG1087.The orthometric height was determined by differential leveling
 EG1087.and adjusted in June 1991.
 EG1087
 EG1087.The geoid height was determined by GEOID03.
 EG1087
 EG1087.The dynamic height is computed by dividing the NAVD 88
 EG1087.geopotential number by the normal gravity value computed on the
 EG1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1087.degrees latitude (g = 980.6199 gals.).
 EG1087
 EG1087.The modeled gravity was interpolated from observed gravity values.
 EG1087
 EG1087;                    North         East    Units  Estimated Accuracy
 EG1087;SPC MS W     -   520,340.      765,340.      MT  (+/- 180 meters Scaled)
 EG1087
 EG1087                          SUPERSEDED SURVEY CONTROL
 EG1087
 EG1087  NGVD 29 (??/??/92)  106.918  (m)          350.78   (f) ADJ UNCH    2 0
 EG1087
 EG1087.Superseded values are not recommended for survey control.
 EG1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1087.See file dsdata.txt to determine how the superseded data were derived.
 EG1087
 EG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC581864(NAD 83)
 EG1087_MARKER: DB = BENCH MARK DISK
 EG1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1087_STAMPING: B 31 1934
 EG1087_MARK LOGO: CGS   
 EG1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1087+STABILITY: SURFACE MOTION
 EG1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1087+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 EG1087
 EG1087  HISTORY     - Date     Condition        Report By
 EG1087  HISTORY     - 1934     MONUMENTED       CGS
 EG1087  HISTORY     - 1974     GOOD             MSHD
 EG1087  HISTORY     - 20000228 GOOD             NGS
 EG1087
 EG1087                          STATION DESCRIPTION
 EG1087
 EG1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1087'3.2 MI N FROM WATER VALLEY.
 EG1087'3.2 MILES NORTH OF WATER VALLEY POST OFFICE ALONG THE ILLINOIS CENTRAL
 EG1087'RAILROAD 5 POLES NORTH OF MILEPOST NO. C 586.  AT PRIVATE ROAD
 EG1087'CROSSING, 20 FEET NORTH OF THE CENTER LINE OF THE CENTER LINE OF THE
 EG1087'CROSSING.  445 FEET SOUTH OF THE YALOBUSHA-LAFAYETTE COUNTY LINE AT
 EG1087'SOUTH END OF 20 FOOT CUT.  15 FEET WEST OF THE CENTER LINE OF THE
 EG1087'TRACK AND 35 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 EG1087
 EG1087                          STATION RECOVERY (1974)
 EG1087
 EG1087'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EG1087'THE MARK IS LOCATED 2.4 MILES NORTH OF WATER VALLEY IN THE NORTHWEST
 EG1087'ANGLE OF A PRIVATE ROAD CROSSING THE ICRR TRACK, 445 FEET SOUTH OF
 EG1087'THE YALOBUSHA - LAFAYETTE COUNTY LINE IN THE NE 1/4 OF THE NW 1/4 OF
 EG1087'SECTION 28, T 10S, R 4W. IT IS 11.5 FEET WEST OF THE WEST RAIL, 9
 EG1087'FEET NNE OF THE CENTER OF A PRIVATE ROAD, 25 FEET NW OF THE CENTER OF
 EG1087'THE CROSSING, 47 FEET WNW OF A TELEPHONE POLE NO. 1498, 39 FEET EAST
 EG1087'OF A 15 INCH GUM, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP
 EG1087'OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND
 EG1087'PROJECTS 5 INCHES. TO REACH FROM THE U.S. POST OFFICE IN WATER VALLEY
 EG1087'GO NORTH ON STATE HIGHWAY 7 (MAIN STREET) FOR 0.1 MILE TO A FORK.
 EG1087'TAKE THE RIGHT FORK AND CONTINUE NORTH ON STATE HIGHWAY 7 (CENTRAL
 EG1087'STREET) FOR 1.6 MILES TO THE JUNCTION OF THE OLD HIGHWAY. TURN LEFT
 EG1087'AND GO NORTH ON THE OLD HIGHWAY FOR 1 MILE TO A PRIVATE ROAD ON THE
 EG1087'RIGHT OF THE SOUTH SIDE OF A FRAME HOUSE. TURN RIGHT AND GO EAST ON A
 EG1087'PRIVATE ROAD FOR 0.2 MILE TO THE RAILROAD TRACK AND THE MARK ON THE
 EG1087'LEFT.
 EG1087
 EG1087                          STATION RECOVERY (2000)
 EG1087
 EG1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1087'RECOVERED. MARK IS IN THE WOODS AT THE INTERSECTION OF TWO FOOT
 EG1087'TRAILS.  LOCATED NORTH OF WATER VALLEY, MS.  REFER TO PREVIOUS
 EG1087'DESCRIPTION - PRIVATE ROAD IS NOW A GRAVEL DRIVE LEADING UP SLOPE TO A
 EG1087'STEEL BUILDING SURROUNDED BY LARGE JUNK.  FRAME HOUSE IS GONE.  A DIM
 EG1087'TRACK CONTINUES AROUND THE SOUTH SIDE OF THE BUILDING, UPWARDS TOWARDS
 EG1087'THE WOODS, THEN ALONG SIDE SLOPE, SKIRTING SOUTH PAST A SMALL GROUP OF
 EG1087'JUNKED VEHICLES.  DIM TRACK CONTINUES INTO WOODS TO OLD RAILROAD BED,
 EG1087'VISIBLE AS A RAISED RIDGE TO THE SOUTH.  ALL EVIDENCE OF THE TRACKS IS
 EG1087'GONE.  THE OLD RR BED IS NOW WOODED AND TOPPED BY A FOOT PATH.  MARK
 EG1087'IS ON THE IMMEDIATE LEFT (NORTH) OF DIM TRACK, WEST OF THE FOOT PATH,
 EG1087'SOUTH OF A COUPLE OF TREES, LESS THAN 10 FEET (3.0 M) FROM BOTH PATHS.
 EG1087'IT PROJECTS ABOUT 0.25 FT (7.62 CM) ABOVE THE GROUND.  WITNESS POST IS
 EG1087'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0901 ***********************************************************************
 BH0901  HT_MOD      -  This is a Height Modernization Survey Station.
 BH0901  DESIGNATION -  B 31 USE
 BH0901  PID         -  BH0901
 BH0901  STATE/COUNTY-  MS/HARRISON
 BH0901  USGS QUAD   -  PASS CHRISTIAN (1994)
 BH0901
 BH0901                         *CURRENT SURVEY CONTROL
 BH0901  ___________________________________________________________________
 BH0901* NAD 83(1993)-  30 20 15.35294(N)    089 10 11.52293(W)     ADJUSTED  
 BH0901* NAVD 88     -         3.16   (meters)      10.4    (feet)  GPS OBS   
 BH0901  ___________________________________________________________________
 BH0901  EPOCH DATE  -        2004.65
 BH0901  X           -      79,820.802 (meters)                     COMP
 BH0901  Y           -  -5,508,849.441 (meters)                     COMP
 BH0901  Z           -   3,202,716.546 (meters)                     COMP
 BH0901  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH0901  ELLIP HEIGHT-         -24.683 (meters)          (04/11/06) ADJUSTED
 BH0901  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BH0901  HORZ ORDER  -  B
 BH0901  ELLP ORDER  -  FOURTH    CLASS II
 BH0901
 BH0901.The horizontal coordinates were established by GPS observations
 BH0901.and adjusted by the National Geodetic Survey in April 2006.
 BH0901.The horizontal coordinates are valid at the epoch date displayed above.
 BH0901.The epoch date for horizontal control is a decimal equivalence
 BH0901.of Year/Month/Day.
 BH0901
 BH0901.The orthometric height was determined by GPS observations and a
 BH0901.high-resolution geoid model.
 BH0901.The orthometric height was determined by GPS observations and a
 BH0901.high-resolution geoid model using precise GPS observation and
 BH0901.processing techniques. It supersedes the leveled height previously
 BH0901.determined for this station.
 BH0901
 BH0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0901
 BH0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0901
 BH0901.The ellipsoidal height was determined by GPS observations
 BH0901.and is referenced to NAD 83.
 BH0901
 BH0901.The geoid height was determined by GEOID03.
 BH0901
 BH0901;                    North         East     Units Scale Factor Converg.
 BH0901;SPC MS E     -    92,892.010   267,641.067   MT  0.99996291   -0 10 11.9
 BH0901;SPC MS E     -   304,763.20    878,085.73   sFT  0.99996291   -0 10 11.9
 BH0901;UTM  16      - 3,358,190.541   291,408.687   MT  1.00013681   -1 05 47.0
 BH0901
 BH0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0901!SPC MS E     -   1.00000388  x   0.99996291  =   0.99996679
 BH0901!UTM  16      -   1.00000388  x   1.00013681  =   1.00014069
 BH0901
 BH0901                          SUPERSEDED SURVEY CONTROL
 BH0901
 BH0901  NAVD 88 (06/15/91)    3.178  (m)           10.43   (f) ADJUSTED    1 1
 BH0901  NGVD 29 (??/??/??)    3.139  (m)           10.30   (f) ADJUSTED    1 1
 BH0901
 BH0901.Superseded values are not recommended for survey control.
 BH0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0901.See file dsdata.txt to determine how the superseded data were derived.
 BH0901
 BH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9140958191(NAD 83)
 BH0901_MARKER: DD = SURVEY DISK
 BH0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0901_SP_SET: SET IN A MASSIVE STRUCTURE
 BH0901_STAMPING: B 31 1958
 BH0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0901+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BH0901
 BH0901  HISTORY     - Date     Condition        Report By
 BH0901  HISTORY     - 1958     MONUMENTED       USE
 BH0901  HISTORY     - 1968     GOOD             CGS
 BH0901  HISTORY     - 1976     GOOD             NGS
 BH0901  HISTORY     - 19880823 GOOD             USPSQD
 BH0901  HISTORY     - 20050802 GOOD             NGS
 BH0901  HISTORY     - 20060306 GOOD             3001
 BH0901
 BH0901                          STATION DESCRIPTION
 BH0901
 BH0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0901'1.7 MI SW FROM LONG BEACH.
 BH0901'ABOUT 1.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0901'FROM THE CROSSING OF JEFF DAVIS AVENUE AT LONG BEACH, THENCE 0.5 MILE
 BH0901'SOUTH ALONG LANG AVENUE, 217 FEET NORTHEAST OF THE EXTENDED CENTER
 BH0901'LINE OF LANG AVENUE, SET ON THE TOP OF THE CONCRETE SEA WALL NEAR THE
 BH0901'EAST CORNER OF A CONCRETE CULVERT UNDER U. S. HIGHWAY 90, 16.2 FEET
 BH0901'SOUTHEAST OF THE SOUTHEAST CURB OF THE EASTBOUND LANE OF THE HIGHWAY,
 BH0901'2.9 FEET NORTHEAST OF THE SOUTHWEST END OF THE SEA WALL AND 2 1/2 FEET
 BH0901'ABOVE THE LEVEL OF THE HIGHWAY.
 BH0901
 BH0901                          STATION RECOVERY (1976)
 BH0901
 BH0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0901'RECOVERED IN GOOD CONDITION.
 BH0901
 BH0901                          STATION RECOVERY (1988)
 BH0901
 BH0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0901'RECOVERED IN GOOD CONDITION.
 BH0901
 BH0901                          STATION RECOVERY (2005)
 BH0901
 BH0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0901'RECOVERED IN GOOD CONDITION.
 BH0901
 BH0901                          STATION RECOVERY (2006)
 BH0901
 BH0901'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH0901'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1006 ***********************************************************************
 EG1006  DESIGNATION -  B 32
 EG1006  PID         -  EG1006
 EG1006  STATE/COUNTY-  MS/MARSHALL
 EG1006  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1006
 EG1006                         *CURRENT SURVEY CONTROL
 EG1006  ___________________________________________________________________
 EG1006* NAD 83(1986)-  34 46 03.     (N)    089 26 52.     (W)     SCALED    
 EG1006* NAVD 88     -       185.749  (meters)     609.41   (feet)  ADJUSTED  
 EG1006  ___________________________________________________________________
 EG1006  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1006  DYNAMIC HT  -         185.568 (meters)     608.82  (feet)  COMP
 EG1006  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EG1006
 EG1006  VERT ORDER  -  SECOND    CLASS 0
 EG1006
 EG1006.The horizontal coordinates were scaled from a topographic map and have
 EG1006.an estimated accuracy of +/- 6 seconds.
 EG1006
 EG1006.The orthometric height was determined by differential leveling
 EG1006.and adjusted in June 1991.
 EG1006
 EG1006.The geoid height was determined by GEOID03.
 EG1006
 EG1006.The dynamic height is computed by dividing the NAVD 88
 EG1006.geopotential number by the normal gravity value computed on the
 EG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1006.degrees latitude (g = 980.6199 gals.).
 EG1006
 EG1006.The modeled gravity was interpolated from observed gravity values.
 EG1006
 EG1006;                    North         East    Units  Estimated Accuracy
 EG1006;SPC MS E     -   584,250.      243,750.      MT  (+/- 180 meters Scaled)
 EG1006
 EG1006                          SUPERSEDED SURVEY CONTROL
 EG1006
 EG1006  NGVD 29 (??/??/92)  185.685  (m)          609.20   (f) ADJ UNCH    2 0
 EG1006
 EG1006.Superseded values are not recommended for survey control.
 EG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1006.See file dsdata.txt to determine how the superseded data were derived.
 EG1006
 EG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759499(NAD 83)
 EG1006_MARKER: DB = BENCH MARK DISK
 EG1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1006_SP_SET: STEP
 EG1006_STAMPING: B 32 (1934)
 EG1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1006+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1006
 EG1006  HISTORY     - Date     Condition        Report By
 EG1006  HISTORY     - 1934     MONUMENTED       CGS
 EG1006  HISTORY     - 1966     GOOD             MSHD
 EG1006  HISTORY     - 20030915 MARK NOT FOUND   USACE
 EG1006  HISTORY     - 20050707 GOOD             GEOCAC
 EG1006  HISTORY     - 20080430 GOOD             MSDOT
 EG1006
 EG1006                          STATION DESCRIPTION
 EG1006
 EG1006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1006'IN HOLLY SPRINGS.
 EG1006'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON
 EG1006'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78 EAST, TURN
 EG1006'LEFT AND CONTINUE EAST FOR 0.05 MILE TO COURTHOUSE AND THE MARK ON THE
 EG1006'LEFT IN THE BOTTOM STEP OF THE SOUTH ENTRANCE TO THE COURTHOUSE. IT IS
 EG1006'15.5 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE COURTHOUSE AND 0.4
 EG1006'FEET SOUTH OF THE SOUTH WALL.
 EG1006
 EG1006                          STATION RECOVERY (2003)
 EG1006
 EG1006'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1006'STEPS HAVE BEEN REPAIRED. MARK ASSUMED DESTROYED IN PROCESS.
 EG1006
 EG1006                          STATION RECOVERY (2005)
 EG1006
 EG1006'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 EG1006'WEST SIDE OF SOUTH STEPS HAS BEEN COVERED BY A HANDICAP ACCESS RAMP.
 EG1006'THE STATION CAN BE ACCESSED BY LIFTING A PVC PIPE COVER NEAR THE TOP
 EG1006'OF THE RAMP, JUST UNDER THE HAND RAIL.
 EG1006
 EG1006                          STATION RECOVERY (2008)
 EG1006
 EG1006'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1046 ***********************************************************************
 EG1046  DESIGNATION -  B 33
 EG1046  PID         -  EG1046
 EG1046  STATE/COUNTY-  MS/LAFAYETTE
 EG1046  USGS QUAD   -  YOCONA (1980)
 EG1046
 EG1046                         *CURRENT SURVEY CONTROL
 EG1046  ___________________________________________________________________
 EG1046* NAD 83(1986)-  34 16 40.     (N)    089 22 49.     (W)     SCALED    
 EG1046* NAVD 88     -       105.806  (meters)     347.13   (feet)  ADJUSTED  
 EG1046  ___________________________________________________________________
 EG1046  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EG1046  DYNAMIC HT  -         105.702 (meters)     346.79  (feet)  COMP
 EG1046  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 EG1046
 EG1046  VERT ORDER  -  SECOND    CLASS 0
 EG1046
 EG1046.The horizontal coordinates were scaled from a topographic map and have
 EG1046.an estimated accuracy of +/- 6 seconds.
 EG1046
 EG1046.The orthometric height was determined by differential leveling
 EG1046.and adjusted in June 1991.
 EG1046
 EG1046.The geoid height was determined by GEOID03.
 EG1046
 EG1046.The dynamic height is computed by dividing the NAVD 88
 EG1046.geopotential number by the normal gravity value computed on the
 EG1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1046.degrees latitude (g = 980.6199 gals.).
 EG1046
 EG1046.The modeled gravity was interpolated from observed gravity values.
 EG1046
 EG1046;                    North         East    Units  Estimated Accuracy
 EG1046;SPC MS E     -   529,890.      249,640.      MT  (+/- 180 meters Scaled)
 EG1046
 EG1046                          SUPERSEDED SURVEY CONTROL
 EG1046
 EG1046  NGVD 29 (??/??/92)  105.769  (m)          347.01   (f) ADJ UNCH    2 0
 EG1046
 EG1046.Superseded values are not recommended for survey control.
 EG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1046.See file dsdata.txt to determine how the superseded data were derived.
 EG1046
 EG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC808955(NAD 83)
 EG1046_MARKER: DB = BENCH MARK DISK
 EG1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1046_SP_SET: CULVERT
 EG1046_STAMPING: B-33 1934
 EG1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1046+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 EG1046
 EG1046  HISTORY     - Date     Condition        Report By
 EG1046  HISTORY     - 1934     MONUMENTED       CGS
 EG1046  HISTORY     - 1977     GOOD             MSHD
 EG1046  HISTORY     - 20080123 GOOD             MSDOT
 EG1046
 EG1046                          STATION DESCRIPTION
 EG1046
 EG1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1046'9.1 MI W FROM TOCCOPOLA.
 EG1046'9.1 MILES WEST OF CONSOLIDATED HIGH SCHOOL AT TOCCOPOLA ALONG STATE
 EG1046'HIGHWAY NO. 6.  200 YARDS WEST OF CURVE IN HIGHWAY AT 4 FOOT CONCRETE
 EG1046'BOX CULVERT.  40 FEET EAST OF PRIVATE ROAD CROSSING.  SET IN EAST END
 EG1046'OF NORTH CONCRETE HEADWALL.
 EG1046
 EG1046                          STATION RECOVERY (1977)
 EG1046
 EG1046'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1046'THE MARK IS LOCATED 9.85 MILES SOUTHEAST OF OXFORD IN A CULVERT, 1.5
 EG1046'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 334 AND STATE HIGHWAY
 EG1046'331, 9.5 MILES WEST OF TOCCOPOLA IN THE SOUTHWEST 1/4 OF THE
 EG1046'SOUTHEAST 1/4 OF SECTION 23, T 9S, R 2W. IT IS 36 FEET WEST OF THE
 EG1046'CENTER OF A PRIVATE ROAD, 15 FEET NORTH OF THE CENTER OF HIGHWAY 334,
 EG1046'1.5 FEET WEST OF A METAL WITNESS POST SET IN A DRILL HOLE, 1.2 FEET
 EG1046'WEST OF THE EAST END OF THE NORTH HEADWALL OF A 4 X 3 FOOT CONCRETE
 EG1046'BOX CULVERT AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY. TO
 EG1046'REACH FROM THE COURTHOUSE IN OXFORD GO SOUTH ON LAMAR STREET FOR 0.15
 EG1046'MILE TO THE INTERSECTION ON UNIVERSITY AVENUE. TURN LEFT AND GO EAST
 EG1046'ON UNIVERSITY AVENUE FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY
 EG1046'334. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 334 FOR 10 MILES TO A
 EG1046'SIDE ROAD AND WALKERS GROCERY ON THE LEFT. CONTINUE EAST ON STATE
 EG1046'HIGHWAY 334 FOR 0.55 MILE TO MARK ON THE LEFT.
 EG1046
 EG1046                          STATION RECOVERY (2008)
 EG1046
 EG1046'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2319 ***********************************************************************
 CP2319  DESIGNATION -  B 339
 CP2319  PID         -  CP2319
 CP2319  STATE/COUNTY-  MS/WARREN
 CP2319  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2319
 CP2319                         *CURRENT SURVEY CONTROL
 CP2319  ___________________________________________________________________
 CP2319* NAD 83(1986)-  32 21 09.     (N)    090 52 40.     (W)     SCALED    
 CP2319* NAVD 88     -        74.033  (meters)     242.89   (feet)  ADJUSTED  
 CP2319  ___________________________________________________________________
 CP2319  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP2319  DYNAMIC HT  -          73.947 (meters)     242.61  (feet)  COMP
 CP2319  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CP2319
 CP2319  VERT ORDER  -  FIRST     CLASS II
 CP2319
 CP2319.The horizontal coordinates were scaled from a topographic map and have
 CP2319.an estimated accuracy of +/- 6 seconds.
 CP2319
 CP2319.The orthometric height was determined by differential leveling
 CP2319.and adjusted in June 1991.
 CP2319
 CP2319.The geoid height was determined by GEOID03.
 CP2319
 CP2319.The dynamic height is computed by dividing the NAVD 88
 CP2319.geopotential number by the normal gravity value computed on the
 CP2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2319.degrees latitude (g = 980.6199 gals.).
 CP2319
 CP2319.The modeled gravity was interpolated from observed gravity values.
 CP2319
 CP2319;                    North         East    Units  Estimated Accuracy
 CP2319;SPC MS W     -   316,370.      648,750.      MT  (+/- 180 meters Scaled)
 CP2319
 CP2319                          SUPERSEDED SURVEY CONTROL
 CP2319
 CP2319  NGVD 29 (??/??/??)   74.064  (m)          242.99   (f) ADJUSTED    1 2
 CP2319
 CP2319.Superseded values are not recommended for survey control.
 CP2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2319.See file dsdata.txt to determine how the superseded data were derived.
 CP2319
 CP2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR997814(NAD 83)
 CP2319_MARKER: I = METAL ROD
 CP2319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP2319_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP2319_STAMPING: B 339 1980
 CP2319_MARK LOGO: NGS   
 CP2319_PROJECTION: RECESSED 5 CENTIMETERS
 CP2319_MAGNETIC: I = MARKER IS A STEEL ROD
 CP2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP2319+STABILITY: POSITION/ELEVATION WELL
 CP2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2319+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP2319_ROD/PIPE-DEPTH: 16.5 meters
 CP2319_SLEEVE-DEPTH  : 6.10 meters
 CP2319
 CP2319  HISTORY     - Date     Condition        Report By
 CP2319  HISTORY     - 1980     MONUMENTED       NGS
 CP2319  HISTORY     - 1990     GOOD             USPSQD
 CP2319  HISTORY     - 19920203 GOOD             NGS
 CP2319  HISTORY     - 19920205 GOOD             NGS
 CP2319  HISTORY     - 20050318 GOOD             USPSQD
 CP2319
 CP2319                          STATION DESCRIPTION
 CP2319
 CP2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CP2319'000
 CP2319'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 CP2319'IN VICKSBURG, AT THE WARREN COUNTY COURT HOUSE ON CHERRY STREET, SET
 CP2319'ON THE SOUTH SIDE OF THE METAL FLAGPOLE WITH 2 TIME CAPSULES IN FRONT
 CP2319'OF IT, 84 FEET SOUTH OF THE CENTER LINE OF JACKSON STREET, 51 FEET
 CP2319'NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 29.5 FEET EAST
 CP2319'OF THE EAST CURB OF CHERRY STREET, 3 FEET EAST OF THE EAST EDGE OF
 CP2319'THE SOUTHERN MOST TIME CAPSULE, AND 3 FEET SOUTH OF THE FLAG POLE.
 CP2319
 CP2319                          STATION RECOVERY (1990)
 CP2319
 CP2319'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP2319'RECOVERED IN GOOD CONDITION.
 CP2319
 CP2319                          STATION RECOVERY (1992)
 CP2319
 CP2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2319'IN VICKSBURG, AT THE INTERSECTION OF CHERRY AND JACKSON STREETS, 25.9
 CP2319'M (85.0 FT) SOUTH OF THE CENTERLINE OF JACKSON STREET, 15.5 M
 CP2319'(50.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 14.8 M
 CP2319'(48.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF CHERRY STREET, 1.0
 CP2319'M (3.3 FT) EAST OF THE EAST CORNER OF THE MOST SOUTHERLY OF 2 TIME
 CP2319'CAPSULE MONUMENTS, AND 1.0 M (3.3 FT) SOUTH OF A FLAG POLE.
 CP2319'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CP2319
 CP2319                          STATION RECOVERY (1992)
 CP2319
 CP2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2319'IN VICKSBURG, AT THE INTERSECTION OF CHERRY AND JACKSON STREETS, 25.9
 CP2319'M (85.0 FT) SOUTH OF THE CENTERLINE OF JACKSON STREET, 15.5 M
 CP2319'(50.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A COURTHOUSE, 14.8 M
 CP2319'(48.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF CHERRY STREET, 1.0
 CP2319'M (3.3 FT) EAST OF THE EAST EDGE OF THE MOST SOUTHERLY OF 2 TIME
 CP2319'CAPSULE MONUMENTS, AND 1.0 M (3.3 FT) SOUTH OF A FLAG POLE.
 CP2319'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CP2319
 CP2319                          STATION RECOVERY (2005)
 CP2319
 CP2319'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 CP2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0480 ***********************************************************************
 EG0480  DESIGNATION -  B 34
 EG0480  PID         -  EG0480
 EG0480  STATE/COUNTY-  MS/LEE
 EG0480  USGS QUAD   -  TUPELO (1982)
 EG0480
 EG0480                         *CURRENT SURVEY CONTROL
 EG0480  ___________________________________________________________________
 EG0480* NAD 83(1986)-  34 15 36.     (N)    088 42 52.     (W)     SCALED    
 EG0480* NAVD 88     -        89.883  (meters)     294.89   (feet)  ADJUSTED  
 EG0480  ___________________________________________________________________
 EG0480  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0480  DYNAMIC HT  -          89.793 (meters)     294.60  (feet)  COMP
 EG0480  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 EG0480
 EG0480  VERT ORDER  -  FIRST     CLASS II
 EG0480
 EG0480.The horizontal coordinates were scaled from a topographic map and have
 EG0480.an estimated accuracy of +/- 6 seconds.
 EG0480
 EG0480.The orthometric height was determined by differential leveling
 EG0480.and adjusted in June 1991.
 EG0480.WARNING-Repeat measurements at this control monument indicate possible
 EG0480.vertical movement.
 EG0480
 EG0480.The geoid height was determined by GEOID03.
 EG0480
 EG0480.The dynamic height is computed by dividing the NAVD 88
 EG0480.geopotential number by the normal gravity value computed on the
 EG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0480.degrees latitude (g = 980.6199 gals.).
 EG0480
 EG0480.The modeled gravity was interpolated from observed gravity values.
 EG0480
 EG0480;                    North         East    Units  Estimated Accuracy
 EG0480;SPC MS E     -   527,790.      310,950.      MT  (+/- 180 meters Scaled)
 EG0480
 EG0480                          SUPERSEDED SURVEY CONTROL
 EG0480
 EG0480  NGVD 29 (??/??/92)   89.832  (m)          294.72   (f) ADJ UNCH    1 2
 EG0480
 EG0480.Superseded values are not recommended for survey control.
 EG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0480.See file dsdata.txt to determine how the superseded data were derived.
 EG0480
 EG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC421923(NAD 83)
 EG0480_MARKER: DB = BENCH MARK DISK
 EG0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0480_SP_SET: BUILDING
 EG0480_STAMPING: B 34 1934
 EG0480_MARK LOGO: CGS   
 EG0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0480+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1985
 EG0480
 EG0480  HISTORY     - Date     Condition        Report By
 EG0480  HISTORY     - 1934     MONUMENTED       CGS
 EG0480  HISTORY     - 1962     GOOD             MSHD
 EG0480  HISTORY     - 1965     GOOD             NGS
 EG0480  HISTORY     - 1975     GOOD             LOCSUR
 EG0480  HISTORY     - 1983     GOOD             NGS
 EG0480  HISTORY     - 19850415 GOOD             MSHD
 EG0480
 EG0480                          STATION DESCRIPTION
 EG0480
 EG0480'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0480'IN TUPELO.
 EG0480'AT TUPELO, LEE COUNTY, ON ROBBINS STREET, AT THE HIGH SCHOOL, 12 FEET
 EG0480'EAST OF THE SOUTH ENTRANCE, IN THE BRICK WALL, IN THE FIRST COURSE OF
 EG0480'BRICK ABOVE THE FOUNDATION AND 4 FEET ABOVE THE GROUND.  A STANDARD
 EG0480'DISK STAMPED B 34 1934 AND SET VERTICALLY.
 EG0480
 EG0480                          STATION RECOVERY (1965)
 EG0480
 EG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EG0480'RECOVERED IN GOOD CONDITION.
 EG0480
 EG0480                          STATION RECOVERY (1975)
 EG0480
 EG0480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EG0480'RECOVERED IN GOOD CONDITION.
 EG0480
 EG0480                          STATION RECOVERY (1983)
 EG0480
 EG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0480'RECOVERED IN GOOD CONDITION.
 EG0480
 EG0480                          STATION RECOVERY (1985)
 EG0480
 EG0480'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1329 ***********************************************************************
 EG1329  DESIGNATION -  B 342
 EG1329  PID         -  EG1329
 EG1329  STATE/COUNTY-  MS/TISHOMINGO
 EG1329  USGS QUAD   -  IUKA (1984)
 EG1329
 EG1329                         *CURRENT SURVEY CONTROL
 EG1329  ___________________________________________________________________
 EG1329* NAD 83(1986)-  34 46 21.     (N)    088 07 56.     (W)     SCALED    
 EG1329* NAVD 88     -       136.658  (meters)     448.35   (feet)  ADJUSTED  
 EG1329  ___________________________________________________________________
 EG1329  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1329  DYNAMIC HT  -         136.527 (meters)     447.92  (feet)  COMP
 EG1329  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EG1329
 EG1329  VERT ORDER  -  FIRST     CLASS II
 EG1329
 EG1329.The horizontal coordinates were scaled from a topographic map and have
 EG1329.an estimated accuracy of +/- 6 seconds.
 EG1329
 EG1329.The orthometric height was determined by differential leveling
 EG1329.and adjusted in June 1991.
 EG1329
 EG1329.The geoid height was determined by GEOID03.
 EG1329
 EG1329.The dynamic height is computed by dividing the NAVD 88
 EG1329.geopotential number by the normal gravity value computed on the
 EG1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1329.degrees latitude (g = 980.6199 gals.).
 EG1329
 EG1329.The modeled gravity was interpolated from observed gravity values.
 EG1329
 EG1329;                    North         East    Units  Estimated Accuracy
 EG1329;SPC MS E     -   584,860.      364,180.      MT  (+/- 180 meters Scaled)
 EG1329
 EG1329                          SUPERSEDED SURVEY CONTROL
 EG1329
 EG1329.No superseded survey control is available for this station.
 EG1329
 EG1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD963483(NAD 83)
 EG1329_MARKER: I = METAL ROD
 EG1329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1329_SP_SET: STAINLESS STEEL ROD
 EG1329_STAMPING: B 342 1983
 EG1329_MARK LOGO: NGS   
 EG1329_PROJECTION: FLUSH
 EG1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1329_ROD/PIPE-DEPTH: 7.62 meters
 EG1329
 EG1329  HISTORY     - Date     Condition        Report By
 EG1329  HISTORY     - 1983     MONUMENTED       NGS
 EG1329
 EG1329                          STATION DESCRIPTION
 EG1329
 EG1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1329'8.0 KM (5.0 MI) EAST FROM IUKA.
 EG1329'8.0 KM (5.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1329'STATE HIGHWAY 25 IN IUKA, SET AT A MISSISSIPPI WELCOME SIGN,
 EG1329'9.45 METERS (31.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 EG1329'3.44 METERS (11.3 FT) EAST OF THE SOUTH LEG OF THE SIGN.  NOTE, ROD
 EG1329'WAS DRIVEN TO REFUSAL.
 EG1329'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EG1329'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1355 ***********************************************************************
 EG1355  DESIGNATION -  B 343
 EG1355  PID         -  EG1355
 EG1355  STATE/COUNTY-  MS/ALCORN
 EG1355  USGS QUAD   -  CORINTH (1982)
 EG1355
 EG1355                         *CURRENT SURVEY CONTROL
 EG1355  ___________________________________________________________________
 EG1355* NAD 83(1986)-  34 55 40.     (N)    088 31 43.     (W)     SCALED    
 EG1355* NAVD 88     -       139.700  (meters)     458.33   (feet)  ADJUSTED  
 EG1355  ___________________________________________________________________
 EG1355  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1355  DYNAMIC HT  -         139.567 (meters)     457.90  (feet)  COMP
 EG1355  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG1355
 EG1355  VERT ORDER  -  FIRST     CLASS II
 EG1355
 EG1355.The horizontal coordinates were scaled from a topographic map and have
 EG1355.an estimated accuracy of +/- 6 seconds.
 EG1355
 EG1355.The orthometric height was determined by differential leveling
 EG1355.and adjusted in June 1991.
 EG1355
 EG1355.The geoid height was determined by GEOID03.
 EG1355
 EG1355.The dynamic height is computed by dividing the NAVD 88
 EG1355.geopotential number by the normal gravity value computed on the
 EG1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1355.degrees latitude (g = 980.6199 gals.).
 EG1355
 EG1355.The modeled gravity was interpolated from observed gravity values.
 EG1355
 EG1355;                    North         East    Units  Estimated Accuracy
 EG1355;SPC MS E     -   601,900.      327,840.      MT  (+/- 180 meters Scaled)
 EG1355
 EG1355                          SUPERSEDED SURVEY CONTROL
 EG1355
 EG1355.No superseded survey control is available for this station.
 EG1355
 EG1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD603661(NAD 83)
 EG1355_MARKER: I = METAL ROD
 EG1355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1355_SP_SET: STAINLESS STEEL ROD
 EG1355_STAMPING: B 343 1983
 EG1355_MARK LOGO: NGS   
 EG1355_PROJECTION: FLUSH
 EG1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1355+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1987
 EG1355_ROD/PIPE-DEPTH: 4.87 meters
 EG1355
 EG1355  HISTORY     - Date     Condition        Report By
 EG1355  HISTORY     - 1983     MONUMENTED       NGS
 EG1355  HISTORY     - 1983     GOOD             NGS
 EG1355  HISTORY     - 19870421 GOOD             MSHD
 EG1355
 EG1355                          STATION DESCRIPTION
 EG1355
 EG1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1355'1.9 KM (1.2 MI) EAST FROM CORINTH.
 EG1355'1.9 KM (1.2 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF U.S.
 EG1355'HIGHWAY 45 IN CORINTH, AT A TRUCK WEIGH STATION AND BY A POWERLINE
 EG1355'POLE, 15.67 METERS (51.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 EG1355'HIGHWAY, 9.75 METERS (32.0 FT) EAST OF A TISHOMINGO STATE PARK
 EG1355'MONUMENT, AND 1.22 METERS (4.0 FT) EAST OF A POWERLINE POLE.  NOTE,
 EG1355'ROD WAS DRIVEN TO REFUSAL.
 EG1355'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EG1355'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EG1355
 EG1355                          STATION RECOVERY (1983)
 EG1355
 EG1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1355'RECOVERED IN GOOD CONDITION.
 EG1355
 EG1355                          STATION RECOVERY (1987)
 EG1355
 EG1355'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2029 ***********************************************************************
 EG2029  DESIGNATION -  B 343 RESET
 EG2029  PID         -  EG2029
 EG2029  STATE/COUNTY-  MS/ALCORN
 EG2029  USGS QUAD   -  CORINTH (1982)
 EG2029
 EG2029                         *CURRENT SURVEY CONTROL
 EG2029  ___________________________________________________________________
 EG2029* NAD 83(1986)-  34 55 40.     (N)    088 31 44.     (W)     SCALED    
 EG2029* NAVD 88     -       139.301  (meters)     457.02   (feet)  ADJUSTED  
 EG2029  ___________________________________________________________________
 EG2029  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG2029  DYNAMIC HT  -         139.168 (meters)     456.59  (feet)  COMP
 EG2029  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG2029
 EG2029  VERT ORDER  -  SECOND    CLASS II
 EG2029
 EG2029.The horizontal coordinates were scaled from a topographic map and have
 EG2029.an estimated accuracy of +/- 6 seconds.
 EG2029
 EG2029.The orthometric height was determined by differential leveling
 EG2029.and adjusted in June 1991.
 EG2029
 EG2029.The geoid height was determined by GEOID03.
 EG2029
 EG2029.The dynamic height is computed by dividing the NAVD 88
 EG2029.geopotential number by the normal gravity value computed on the
 EG2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2029.degrees latitude (g = 980.6199 gals.).
 EG2029
 EG2029.The modeled gravity was interpolated from observed gravity values.
 EG2029
 EG2029;                    North         East    Units  Estimated Accuracy
 EG2029;SPC MS E     -   601,900.      327,820.      MT  (+/- 180 meters Scaled)
 EG2029
 EG2029                          SUPERSEDED SURVEY CONTROL
 EG2029
 EG2029.No superseded survey control is available for this station.
 EG2029
 EG2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD603661(NAD 83)
 EG2029_MARKER: DV = VERTICAL CONTROL DISK
 EG2029_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EG2029_SP_SET: FOOTING
 EG2029_STAMPING: B 343 RESET 1987
 EG2029_MARK LOGO: NGS   
 EG2029_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2029+STABILITY: SURFACE MOTION
 EG2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2029+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EG2029
 EG2029  HISTORY     - Date     Condition        Report By
 EG2029  HISTORY     - 1987     MONUMENTED       NGS
 EG2029  HISTORY     - 19970501 GOOD             USE
 EG2029
 EG2029                          STATION DESCRIPTION
 EG2029
 EG2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EG2029'AT THE INTERSECTION OF U.S. HIGHWAY 72 AND U.S. HIGHWAY 45 BUSINESS IN
 EG2029'CORINTH, SET IN DRILL HOLE IN NORTHWEST CORNER OF CONCRETE FOOTING FOR
 EG2029'METAL CANOPY OF SECURITY BANK, ON NORTH SIDE OF BANK BUILDING AND NEAR
 EG2029'THE NORTHEAST CORNER OF THE DRIVE-THROUGH TELLERS BOOTH.
 EG2029
 EG2029                          STATION RECOVERY (1997)
 EG2029
 EG2029'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 EG2029'NEW DESCRIPTION- SET IN NW CORNER OF NW FOOTING FOR MOTEL CANOPY OF
 EG2029'DEPOSIT GUARANTY BANK AT NW CORNER OF BANK BUILDING, 6.5 FT (2.0 M)
 EG2029'ENE OF NW CORNER OF GLASSED ENTRY TO BANK ON WEST SIDE OF BUILDING,
 EG2029'0.8 FT (24.4 CM) ABOVE GROUND LEVEL.  BUSINESS HIGHWAY 45 SOUTH IS
 EG2029'TATE ST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1357 ***********************************************************************
 EG1357  DESIGNATION -  B 344
 EG1357  PID         -  EG1357
 EG1357  STATE/COUNTY-  MS/ALCORN
 EG1357  USGS QUAD   -  CORINTH (1982)
 EG1357
 EG1357                         *CURRENT SURVEY CONTROL
 EG1357  ___________________________________________________________________
 EG1357* NAD 83(1986)-  34 56 24.     (N)    088 31 04.     (W)     SCALED    
 EG1357* NAVD 88     -       142.709  (meters)     468.20   (feet)  ADJUSTED  
 EG1357  ___________________________________________________________________
 EG1357  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1357  DYNAMIC HT  -         142.573 (meters)     467.76  (feet)  COMP
 EG1357  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EG1357
 EG1357  VERT ORDER  -  FIRST     CLASS II
 EG1357
 EG1357.The horizontal coordinates were scaled from a topographic map and have
 EG1357.an estimated accuracy of +/- 6 seconds.
 EG1357
 EG1357.The orthometric height was determined by differential leveling
 EG1357.and adjusted in June 1991.
 EG1357
 EG1357.The geoid height was determined by GEOID03.
 EG1357
 EG1357.The dynamic height is computed by dividing the NAVD 88
 EG1357.geopotential number by the normal gravity value computed on the
 EG1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1357.degrees latitude (g = 980.6199 gals.).
 EG1357
 EG1357.The modeled gravity was interpolated from observed gravity values.
 EG1357
 EG1357;                    North         East    Units  Estimated Accuracy
 EG1357;SPC MS E     -   603,260.      328,830.      MT  (+/- 180 meters Scaled)
 EG1357
 EG1357                          SUPERSEDED SURVEY CONTROL
 EG1357
 EG1357.No superseded survey control is available for this station.
 EG1357
 EG1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD613674(NAD 83)
 EG1357_MARKER: I = METAL ROD
 EG1357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EG1357_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EG1357_STAMPING: B 344 1983
 EG1357_MARK LOGO: NGS   
 EG1357_PROJECTION: RECESSED 4 CENTIMETERS
 EG1357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1357+STABILITY: POSITION/ELEVATION WELL
 EG1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1357+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 EG1357_ROD/PIPE-DEPTH: 7.92 meters
 EG1357_SLEEVE-DEPTH  : 6.09 meters
 EG1357
 EG1357  HISTORY     - Date     Condition        Report By
 EG1357  HISTORY     - 1983     MONUMENTED       NGS
 EG1357  HISTORY     - 1983     GOOD             NGS
 EG1357  HISTORY     - 1983     GOOD             NGS
 EG1357  HISTORY     - 20020410 GOOD             USACE
 EG1357
 EG1357                          STATION DESCRIPTION
 EG1357
 EG1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1357'IN CORINTH.
 EG1357'IN CORINTH, SET IN THE FRONT LAWN AND AT THE SOUTHEAST CORNER OF THE
 EG1357'FIRST BAPTIST CHURCH WHICH IS LOCATED AT THE JUNCTION OF MAIN AND
 EG1357'FILLMORE STREETS, 7.46 METERS (24.5 FT) WEST OF THE WEST CURB OF
 EG1357'FILLMORE STREET, 31.85 METERS (104.5 FT) NORTH OF THE NORTH CURB OF
 EG1357'MAIN STREET, 6.09 METERS (20.0 FT) NORTHEAST OF THE CENTER OF AN EXIT
 EG1357'DOOR ON THE EAST SIDE OF THE BUILDING, 5.18 METERS (17.0 FT) EAST OF
 EG1357'THE EAST FACE OF THE CHURCH, 5.48 METERS (18.0 FT) SOUTH OF A FLOOD
 EG1357'LIGHT IN LAWN, AND 2.43 METERS (8.0 FT) NORTH OF A BRICK SIDEWALK.
 EG1357'THE MARK IS 0.3 M ABOVE FILLMORE STREET.
 EG1357
 EG1357                          STATION RECOVERY (1983)
 EG1357
 EG1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1357'RECOVERED IN GOOD CONDITION.
 EG1357
 EG1357                          STATION RECOVERY (1983)
 EG1357
 EG1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1357'RECOVERED IN GOOD CONDITION.
 EG1357
 EG1357                          STATION RECOVERY (2002)
 EG1357
 EG1357'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2529 ***********************************************************************
 EH2529  DESIGNATION -  B 345
 EH2529  PID         -  EH2529
 EH2529  STATE/COUNTY-  MS/COAHOMA
 EH2529  USGS QUAD   -  MOON LAKE (1964)
 EH2529
 EH2529                         *CURRENT SURVEY CONTROL
 EH2529  ___________________________________________________________________
 EH2529* NAD 83(1993)-  34 27 24.61622(N)    090 33 24.05696(W)     ADJUSTED  
 EH2529* NAVD 88     -        63.792  (meters)     209.29   (feet)  ADJUSTED  
 EH2529  ___________________________________________________________________
 EH2529  X           -     -51,151.536 (meters)                     COMP
 EH2529  Y           -  -5,264,535.831 (meters)                     COMP
 EH2529  Z           -   3,588,365.925 (meters)                     COMP
 EH2529  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 EH2529  ELLIP HEIGHT-          37.014 (meters)          (05/13/94) ADJUSTED
 EH2529  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH2529  DYNAMIC HT  -          63.730 (meters)     209.09  (feet)  COMP
 EH2529  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EH2529
 EH2529  HORZ ORDER  -  FIRST
 EH2529  VERT ORDER  -  FIRST     CLASS II
 EH2529  ELLP ORDER  -  FOURTH    CLASS I
 EH2529
 EH2529.The horizontal coordinates were established by GPS observations
 EH2529.and adjusted by the National Geodetic Survey in May 1994.
 EH2529
 EH2529.The orthometric height was determined by differential leveling
 EH2529.and adjusted in June 1991.
 EH2529
 EH2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2529
 EH2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2529
 EH2529.The ellipsoidal height was determined by GPS observations
 EH2529.and is referenced to NAD 83.
 EH2529
 EH2529.The geoid height was determined by GEOID03.
 EH2529
 EH2529.The dynamic height is computed by dividing the NAVD 88
 EH2529.geopotential number by the normal gravity value computed on the
 EH2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2529.degrees latitude (g = 980.6199 gals.).
 EH2529
 EH2529.The modeled gravity was interpolated from observed gravity values.
 EH2529
 EH2529;                    North         East     Units Scale Factor Converg.
 EH2529;SPC MS W     -   549,642.747   679,478.059   MT  0.99995519   -0 07 34.9
 EH2529;SPC MS W     - 1,803,286.25  2,229,254.27   sFT  0.99995519   -0 07 34.9
 EH2529;SPC AR S     -   599,489.368   532,610.920   MT  0.99994557   +0 48 28.1
 EH2529;SPC AR S     - 1,966,824.70  1,747,407.66   sFT  0.99994557   +0 48 28.1
 EH2529;UTM  15      - 3,815,519.740   724,444.690   MT  1.00022097   +1 22 58.7
 EH2529
 EH2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2529!SPC MS W     -   0.99999419  x   0.99995519  =   0.99994938
 EH2529!SPC AR S     -   0.99999419  x   0.99994557  =   0.99993976
 EH2529!UTM  15      -   0.99999419  x   1.00022097  =   1.00021516
 EH2529
 EH2529                          SUPERSEDED SURVEY CONTROL
 EH2529
 EH2529  NAD 83(1986)-  34 27 24.62482(N)    090 33 24.05556(W) AD(       ) 1
 EH2529  NAD 27      -  34 27 24.25082(N)    090 33 23.68477(W) AD(       ) 1
 EH2529  NGVD 29 (??/??/??)   63.839  (m)          209.45   (f) ADJUSTED    1 2
 EH2529
 EH2529.Superseded values are not recommended for survey control.
 EH2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2529.See file dsdata.txt to determine how the superseded data were derived.
 EH2529
 EH2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2444515520(NAD 83)
 EH2529_MARKER: I = METAL ROD
 EH2529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2529_SP_SET: STAINLESS STEEL ROD
 EH2529_STAMPING: B 345 1983
 EH2529_MARK LOGO: NGS   
 EH2529_PROJECTION: FLUSH
 EH2529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2529+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2529_ROD/PIPE-DEPTH: 31.7 meters
 EH2529
 EH2529  HISTORY     - Date     Condition        Report By
 EH2529  HISTORY     - 1983     MONUMENTED       NGS
 EH2529  HISTORY     - 1984     GOOD             NGS
 EH2529  HISTORY     - 1984     GOOD             NGS
 EH2529  HISTORY     - 1985     GOOD             NGS
 EH2529  HISTORY     - 1985     GOOD             NGS
 EH2529  HISTORY     - 20030610 GOOD             USACE
 EH2529
 EH2529                          STATION DESCRIPTION
 EH2529
 EH2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2529'11.0 KM (6.8 MI) SW FROM LULA.
 EH2529'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2529'SCHOOL IN LULA, THENCE 3.5 KM (2.2 MI) SOUTH ALONG THE NEW LEVEE ROAD,
 EH2529'AT MILEPOST 60/61, SET BETWEEN TWO WITNESS POSTS, 3.44 METERS
 EH2529'(11.3 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 EH2529'2.22 METERS (7.3 FT) WEST OF CONCRETE MILE MARKER 60/61, AND
 EH2529'36.56 METERS (120.0 FT) SOUTH OF A GAS PIPELINE CROSSING.
 EH2529'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 EH2529'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2529
 EH2529                          STATION RECOVERY (1984)
 EH2529
 EH2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2529'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTH-SOUTHEAST OF
 EH2529'HELENA, AR, 3.6 KM (2.25 MI) SOUTH OF U.S. HIGHWAY 49 AND THE LEVEE,
 EH2529'3.5 KM (2.2 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 49
 EH2529'AND STATE ROAD 1, ALONG THE LEVEE ROAD AT MILEPOST 60/61, IN THE
 EH2529'SOUTHEAST 1/4 OF SECTION 24, T30N, R4W.  OWNERSHIP--YAZOO-MISSISSIPPI
 EH2529'DELTA LEVEE BOARD, C/O CHIEF ENGINEER JOE F. MOONEY, PO BOX 610,
 EH2529'CLARKSDALE, MS 38614, TELEPHONE (601) 624-4397.
 EH2529'
 EH2529'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 49 AND STATE ROUTE
 EH2529'1, ABOUT 4 MILES EAST-SOUTHEAST OF HELENA, AR, GO NORTH THEN WEST ON
 EH2529'A DIRT ROAD FOR 2.3 KM (1.45 MI) TO THE LEVEE ROAD.  TURN LEFT AND GO
 EH2529'SOUTH FOR 0.8 KM (0.50 MI) TO A TUNNEL UNDER HIGHWAY 49.  (TO REACH
 EH2529'THE AZIMUTH MARK, CONTINUE SOUTH FOR 1.9 KM (1.2 MI) TO MILEPOST
 EH2529'59/60 AND THE STATION ON THE LEFT SET BETWEEN TWO STEEL BLADES
 EH2529'PAINTED WHITE.)  CONTINUE SOUTH FOR 3.46 KM (2.15 MI) TO MILEPOST
 EH2529'60/61 AND THE STATION ON THE LEFT SET BETWEEN TWO STEEL BLADES
 EH2529'PAINTED WHITE.
 EH2529'
 EH2529'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2529'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2529'STAMPED---B 345 1983--- LOCATED 3.44 METERS (11.3 FEET) E FROM THE
 EH2529'CENTER OF THE LEVEE ROAD, 2.22 METERS (7.3 FEET) W FROM MILE POST
 EH2529'60/61, AND 36.58 METERS (120.0 FEET) S FROM A GAS PIPELINE CROSSING.
 EH2529'
 EH2529'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLES
 EH2529'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2529'STAMPED---A 345 1983--- LOCATED 3.96 METERS (13.0 FEET) E FROM THE
 EH2529'CENTER OF THE LEVEE ROAD AND 1.13 METERS (3.7 FEET) W FROM MILEPOST
 EH2529'59/60.
 EH2529'
 EH2529'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2529'MISSISSIPPI, MAY-JUNE 1984.
 EH2529
 EH2529                          STATION RECOVERY (1984)
 EH2529
 EH2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2529'RECOVERED IN GOOD CONDITION.
 EH2529
 EH2529                          STATION RECOVERY (1985)
 EH2529
 EH2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2529'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 EH2529'IN 1984.  AN UPDATED MILEAGE TO STATION FOLLOWS.
 EH2529'
 EH2529'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAY 1
 EH2529'(ABOUT 4.8 KM (3 MI) EAST OF THE HIGHWAY 49 BRIDGE OVER THE
 EH2529'MISSISSIPPI RIVER, GO NORTH, THEN WEST, ON A DIRT ROAD FOR
 EH2529'2.2 KM (1.4 MI) TO THE LEVEE ROAD.  TURN LEFT, SOUTH, ON THE
 EH2529'LEVEE ROAD FOR 0.85 KM (0.5 MI) TO THE TUNNEL UNDER
 EH2529'HIGHWAY 49.  CONTINUE AHEAD ON THE LEVEE ROAD FOR 1.98 KM (1.2 MI)
 EH2529'TO MILEPOST 59/60 AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EH2529'SOUTHERLY ON THE LEVEE ROAD FOR 1.59 KM (1.0 MI) TO MILEPOST 60/61
 EH2529'AND THE STATION ON THE LEFT BETWEEN TWO GRADER BLADES.
 EH2529
 EH2529                          STATION RECOVERY (1985)
 EH2529
 EH2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2529'RECOVERED IN GOOD CONDITION.
 EH2529
 EH2529                          STATION RECOVERY (2003)
 EH2529
 EH2529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2558 ***********************************************************************
 EH2558  DESIGNATION -  B 346
 EH2558  PID         -  EH2558
 EH2558  STATE/COUNTY-  MS/COAHOMA
 EH2558  USGS QUAD   -  SHERARD (1967)
 EH2558
 EH2558                         *CURRENT SURVEY CONTROL
 EH2558  ___________________________________________________________________
 EH2558* NAD 83(1993)-  34 11 46.93717(N)    090 44 14.20845(W)     ADJUSTED  
 EH2558* NAVD 88     -        60.123  (meters)     197.25   (feet)  ADJUSTED  
 EH2558  ___________________________________________________________________
 EH2558  X           -     -67,954.813 (meters)                     COMP
 EH2558  Y           -  -5,280,637.492 (meters)                     COMP
 EH2558  Z           -   3,564,502.943 (meters)                     COMP
 EH2558  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EH2558  ELLIP HEIGHT-          33.651 (meters)          (05/13/94) ADJUSTED
 EH2558  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2558  DYNAMIC HT  -          60.064 (meters)     197.06  (feet)  COMP
 EH2558  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EH2558
 EH2558  HORZ ORDER  -  FIRST
 EH2558  VERT ORDER  -  FIRST     CLASS II
 EH2558  ELLP ORDER  -  FOURTH    CLASS I
 EH2558
 EH2558.The horizontal coordinates were established by GPS observations
 EH2558.and adjusted by the National Geodetic Survey in May 1994.
 EH2558
 EH2558.The orthometric height was determined by differential leveling
 EH2558.and adjusted in June 1991.
 EH2558
 EH2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2558
 EH2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2558
 EH2558.The ellipsoidal height was determined by GPS observations
 EH2558.and is referenced to NAD 83.
 EH2558
 EH2558.The geoid height was determined by GEOID03.
 EH2558
 EH2558.The dynamic height is computed by dividing the NAVD 88
 EH2558.geopotential number by the normal gravity value computed on the
 EH2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2558.degrees latitude (g = 980.6199 gals.).
 EH2558
 EH2558.The modeled gravity was interpolated from observed gravity values.
 EH2558
 EH2558;                    North         East     Units Scale Factor Converg.
 EH2558;SPC MS W     -   520,802.228   662,769.302   MT  0.99996708   -0 13 37.3
 EH2558;SPC MS W     - 1,708,665.31  2,174,435.62   sFT  0.99996708   -0 13 37.3
 EH2558;UTM  15      - 3,786,244.168   708,495.334   MT  1.00013588   +1 16 19.8
 EH2558
 EH2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2558!SPC MS W     -   0.99999472  x   0.99996708  =   0.99996180
 EH2558!UTM  15      -   0.99999472  x   1.00013588  =   1.00013060
 EH2558
 EH2558                          SUPERSEDED SURVEY CONTROL
 EH2558
 EH2558  NAD 83(1986)-  34 11 46.94641(N)    090 44 14.20660(W) AD(       ) 1
 EH2558  NAD 27      -  34 11 46.56197(N)    090 44 13.83564(W) AD(       ) 1
 EH2558  NGVD 29 (??/??/??)   60.195  (m)          197.49   (f) ADJUSTED    1 2
 EH2558
 EH2558.Superseded values are not recommended for survey control.
 EH2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2558.See file dsdata.txt to determine how the superseded data were derived.
 EH2558
 EH2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0849586244(NAD 83)
 EH2558_MARKER: I = METAL ROD
 EH2558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2558_SP_SET: STAINLESS STEEL ROD
 EH2558_STAMPING: B 346 1983
 EH2558_MARK LOGO: NGS   
 EH2558_PROJECTION: RECESSED 6 CENTIMETERS
 EH2558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2558+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH2558_ROD/PIPE-DEPTH: 18.3 meters
 EH2558
 EH2558  HISTORY     - Date     Condition        Report By
 EH2558  HISTORY     - 1983     MONUMENTED       NGS
 EH2558  HISTORY     - 1984     GOOD             NGS
 EH2558  HISTORY     - 1984     GOOD             NGS
 EH2558  HISTORY     - 1985     GOOD             NGS
 EH2558  HISTORY     - 20030623 GOOD             USACE
 EH2558
 EH2558                          STATION DESCRIPTION
 EH2558
 EH2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2558'9.1 KM (5.65 MI) NORTH FROM RENA LARA.
 EH2558'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2558'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2558'TOP OF THE LEVEE, THENCE 8.45 KM (5.25 MI) NORTH ALONG THE TOP OF THE
 EH2558'LEVEE, SET ON THE CREST OF THE LEVEE BY MILEPOST 86/87, AND 0.5 KM
 EH2558'(0.3 MI) NORTH OF A METAL CATTLE GUARD AND CROSS FENCE ON LEVEE,
 EH2558'3.65 METERS (12.0 FT) EAST OF THE CENTER OF THE LEVEE ROAD, AND
 EH2558'2.43 METERS (8.0 FT) NORTHWEST OF MILEPOST 86/87.
 EH2558'THE MARK IS 0.51 METERS  S FROM A WITNESS POST.
 EH2558'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2558
 EH2558                          STATION RECOVERY (1984)
 EH2558
 EH2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2558'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHEAST OF RENA LARA,
 EH2558'3.0 KM (1.9 MI) SOUTHWEST OF SHERARD, 0.5 KM (0.3 MI) NORTHWEST OF
 EH2558'STATE ROUTE 1 AT MILEPOST 86/87 ALONG THE EAST LEVEE OF THE
 EH2558'MISSISSIPPI.  OWNERSHIP-- MR. JOE F. MOONEY, CHIEF ENGINEER, YAZOO
 EH2558'DELTA LEVEE BOARD, PO BOX 610, CLARKSDALE, MS 38614.  TELEPHONE (601)
 EH2558'624-4397.
 EH2558'
 EH2558'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 1 AND COUNTY
 EH2558'ROUTE 322 IN SHERARD, GO SOUTH ON STATE ROUTE 1 FOR 2.0 KM (0.25 MI)
 EH2558'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON STATE ROUTE 1 FOR
 EH2558'0.2 KM (0.15 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT ON THE DIRT ROAD
 EH2558'AND GO 0.7 KM (0.45 MI) TO A FORK.  TAKE THE LEFT FORK AND GO 0.3 KM
 EH2558'(0.2 MI) TO THE LEVEE ROAD.  GO SOUTH ON THE LEVEE ROAD FOR 0.3 KM
 EH2558'(0.2 MI) TO THE STATION ON THE LEFT.
 EH2558'
 EH2558'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2558'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2558'STAMPED--B 346 1983--- LOCATED 3.5 METERS (11.5 FEET) W FROM THE
 EH2558'APPARENT CENTER OF THE LEVI ROAD, 2.59 METERS (8.5 FEET) NW FROM
 EH2558'MILE MARKER 86/87, AND BETWEEN TWO VERTICAL METAL BLADES PROJECTING
 EH2558'1.3 METERS (3.4 FEET) ABOVE THE GROUND.
 EH2558'
 EH2558'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 EH2558'BENCH MARK DISK STAMPED---V 199 1957--- SET INTO THE TOP OF A ROUND
 EH2558'CONCRETE MONUMENT 31 CM (12.2 INCHES) IN DIAMETER LOCATED 24.38
 EH2558'METERS (80.00 FEET) NE FROM UTILITY POLE NO. T 11-81-06, 23.5 METERS
 EH2558'(77.1 FEET) SE FROM THE CENTERLINE OF STATE ROUTE 1, 5.3 METERS (17.4
 EH2558'FEET) SSE FROM THE APPARENT CENTERLINE OF A TRACK ROAD, AND 0.35
 EH2558'METER (1.15 FEET) SW FROM A METAL WITNESS POST.
 EH2558'
 EH2558'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2558'MISSISSIPPI, MAY-JUNE 1984.
 EH2558
 EH2558                          STATION RECOVERY (1984)
 EH2558
 EH2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2558'RECOVERED IN GOOD CONDITION.
 EH2558
 EH2558                          STATION RECOVERY (1985)
 EH2558
 EH2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2558'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED
 EH2558'IN 1984.  AN UPDATED MILEAGE TO STATION FOLLOWS.
 EH2558'
 EH2558'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 322 IN SHERARD,
 EH2558'GO NORTHEAST ON HIGHWAY 1 FOR 0.67 KM (0.4 MI) TO A ROUGH PAVED
 EH2558'ROAD LEFT AT THE SIGMON PLANTING COMPANY.  TURN LEFT, NORTHWEST
 EH2558'FOR 1.93 KM (1.2 MI) TO THE LEVEE ROAD.  TURN LEFT, SOUTHWEST, ON THE
 EH2558'LEVEE ROAD FOR 3.14 KM (1.95 MI) TO MILEPOST 86/87 AND THE STATION ON
 EH2558'THE LEFT BETWEEN TWO STEEL GRADER BLADES.  TO REACH THE AZIMUTH MARK
 EH2558'FROM THE JUNCTION OF HIGHWAYS 1 AND 322, GO SOUTHWEST ON HIGHWAY
 EH2558'1 FOR 1.85 KM (1.15 MI) TO A FIELD ROAD ON THE LEFT AND THE
 EH2558'MARK 24 METERS SOUTHEAST OF THE HIGHWAY CENTER.
 EH2558
 EH2558                          STATION RECOVERY (2003)
 EH2558
 EH2558'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2463 ***********************************************************************
 EH2463  DESIGNATION -  B 348
 EH2463  PID         -  EH2463
 EH2463  STATE/COUNTY-  MS/DE SOTO
 EH2463  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2463
 EH2463                         *CURRENT SURVEY CONTROL
 EH2463  ___________________________________________________________________
 EH2463* NAD 83(1986)-  34 58 24.     (N)    090 09 16.     (W)     SCALED    
 EH2463* NAVD 88     -        71.852  (meters)     235.73   (feet)  ADJUSTED  
 EH2463  ___________________________________________________________________
 EH2463  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH2463  DYNAMIC HT  -          71.785 (meters)     235.51  (feet)  COMP
 EH2463  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EH2463
 EH2463  VERT ORDER  -  FIRST     CLASS II
 EH2463
 EH2463.The horizontal coordinates were scaled from a topographic map and have
 EH2463.an estimated accuracy of +/- 6 seconds.
 EH2463
 EH2463.The orthometric height was determined by differential leveling
 EH2463.and adjusted in June 1991.
 EH2463
 EH2463.The geoid height was determined by GEOID03.
 EH2463
 EH2463.The dynamic height is computed by dividing the NAVD 88
 EH2463.geopotential number by the normal gravity value computed on the
 EH2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2463.degrees latitude (g = 980.6199 gals.).
 EH2463
 EH2463.The modeled gravity was interpolated from observed gravity values.
 EH2463
 EH2463;                    North         East    Units  Estimated Accuracy
 EH2463;SPC MS W     -   606,930.      716,340.      MT  (+/- 180 meters Scaled)
 EH2463
 EH2463                          SUPERSEDED SURVEY CONTROL
 EH2463
 EH2463  NGVD 29 (??/??/??)   71.840  (m)          235.70   (f) ADJUSTED    1 2
 EH2463
 EH2463.Superseded values are not recommended for survey control.
 EH2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2463.See file dsdata.txt to determine how the superseded data were derived.
 EH2463
 EH2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU597737(NAD 83)
 EH2463_MARKER: I = METAL ROD
 EH2463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2463_SP_SET: STAINLESS STEEL ROD
 EH2463_STAMPING: B 348 1983
 EH2463_MARK LOGO: NGS   
 EH2463_PROJECTION: RECESSED 2 CENTIMETERS
 EH2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2463+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH2463_ROD/PIPE-DEPTH: 31.6 meters
 EH2463
 EH2463  HISTORY     - Date     Condition        Report By
 EH2463  HISTORY     - 1983     MONUMENTED       NGS
 EH2463  HISTORY     - 20030409 GOOD             USACE
 EH2463
 EH2463                          STATION DESCRIPTION
 EH2463
 EH2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2463'4.6 KM (2.9 MI) NNE FROM WALLS.
 EH2463'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2463'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2463'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 1.0 KM (0.6 MI)
 EH2463'SOUTHWEST ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE TO THE MARK AT A
 EH2463'CONCRETE MILEPOST MARKER NUMBER 1/2 WHICH IS ABOUT MIDWAY ALONG A
 EH2463'STRAIGHT STRETCH OF THE LEVEE, 1.0 KM (0.6 MI) EAST ALONG THE TOP OF
 EH2463'THE LEVEE FROM A CATTLE GUARD IN THE ROADWAY, ABOUT 42.6 METERS
 EH2463'(140.0 FT) SOUTH AND ACROSS THE LEVEE FROM A LARGE WOOD FENCE POST SET
 EH2463'IN A BARBED WIRE FENCE LINE WITH STEEL T-BAR FENCE POSTS, 3.1 METERS
 EH2463'(10.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD ON TOP OF
 EH2463'THE LEVEE, AND 2.8 METERS (9.5 FT) NORTH OF MILEPOST 1/2.
 EH2463'THE MARK IS 0.15 METERS  WSW FROM A WITNESS POST.
 EH2463'THE MARK IS 0.15 M BELOW ROAD.
 EH2463
 EH2463                          STATION RECOVERY (2003)
 EH2463
 EH2463'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2497 ***********************************************************************
 EH2497  DESIGNATION -  B 349
 EH2497  PID         -  EH2497
 EH2497  STATE/COUNTY-  MS/TUNICA
 EH2497  USGS QUAD   -  COUNCIL (1991)
 EH2497
 EH2497                         *CURRENT SURVEY CONTROL
 EH2497  ___________________________________________________________________
 EH2497* NAD 83(1986)-  34 47 36.     (N)    090 23 48.     (W)     SCALED    
 EH2497* NAVD 88     -        67.608  (meters)     221.81   (feet)  ADJUSTED  
 EH2497  ___________________________________________________________________
 EH2497  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EH2497  DYNAMIC HT  -          67.544 (meters)     221.60  (feet)  COMP
 EH2497  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 EH2497
 EH2497  VERT ORDER  -  FIRST     CLASS II
 EH2497
 EH2497.The horizontal coordinates were scaled from a topographic map and have
 EH2497.an estimated accuracy of +/- 6 seconds.
 EH2497
 EH2497.The orthometric height was determined by differential leveling
 EH2497.and adjusted in June 1991.
 EH2497
 EH2497.The geoid height was determined by GEOID03.
 EH2497
 EH2497.The dynamic height is computed by dividing the NAVD 88
 EH2497.geopotential number by the normal gravity value computed on the
 EH2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2497.degrees latitude (g = 980.6199 gals.).
 EH2497
 EH2497.The modeled gravity was interpolated from observed gravity values.
 EH2497
 EH2497;                    North         East    Units  Estimated Accuracy
 EH2497;SPC MS W     -   586,950.      694,200.      MT  (+/- 180 meters Scaled)
 EH2497
 EH2497                          SUPERSEDED SURVEY CONTROL
 EH2497
 EH2497  NGVD 29 (??/??/??)   67.624  (m)          221.86   (f) ADJUSTED    1 2
 EH2497
 EH2497.Superseded values are not recommended for survey control.
 EH2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2497.See file dsdata.txt to determine how the superseded data were derived.
 EH2497
 EH2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU381532(NAD 83)
 EH2497_MARKER: I = METAL ROD
 EH2497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2497_SP_SET: STAINLESS STEEL ROD
 EH2497_STAMPING: B 349 1983
 EH2497_MARK LOGO: NGS   
 EH2497_PROJECTION: FLUSH
 EH2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2497+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2497_ROD/PIPE-DEPTH: 31.6 meters
 EH2497
 EH2497  HISTORY     - Date     Condition        Report By
 EH2497  HISTORY     - 1983     MONUMENTED       NGS
 EH2497  HISTORY     - 20030604 GOOD             USACE
 EH2497  HISTORY     - 20080514 GOOD             MSDOT
 EH2497
 EH2497                          STATION DESCRIPTION
 EH2497
 EH2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2497'21.6 KM (13.45 MI) NORT FROM TUNICA.
 EH2497'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2497'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2497'CROWN OF THE LEVEE, THENCE 13.1 KM (8.15 MI) NORTHERLY ALONG THE TOP
 EH2497'OF THE LEVEE, AT MILE POST NUMBER 28/29, ALSO, 0.2 KM (0.1 MI) NORTH
 EH2497'ALONG THE LEVEE FROM A GRAVEL CROSSROAD, 3.66 METERS (12.0 FT) EAST OF
 EH2497'THE CENTER OF THE LEVEE ROAD, 1.68 METERS (5.5 FT) WEST-NORTHWEST OF
 EH2497'MILE POST NUMBER 28/29, AND 68.88 METERS (226.0 FT) NORTHWEST OF THE
 EH2497'NORTHWEST CORNER OF A 9.1 METERS (30.0 FT) LONG CATTLE GUARD ON THE
 EH2497'WEST SIDE OF A BLACKTOP ROAD.
 EH2497'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 EH2497'THE MARK IS 0.15 M BELOW LEVEE ROAD.
 EH2497
 EH2497                          STATION RECOVERY (2003)
 EH2497
 EH2497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2497'RECOVERED IN GOOD CONDITION.
 EH2497
 EH2497                          STATION RECOVERY (2008)
 EH2497
 EH2497'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1528 ***********************************************************************
 DJ1528  DESIGNATION -  B 350
 DJ1528  PID         -  DJ1528
 DJ1528  STATE/COUNTY-  MS/CLAY
 DJ1528  USGS QUAD   -  WEST POINT (1987)
 DJ1528
 DJ1528                         *CURRENT SURVEY CONTROL
 DJ1528  ___________________________________________________________________
 DJ1528* NAD 83(1986)-  33 36 19.     (N)    088 39 29.     (W)     SCALED    
 DJ1528* NAVD 88     -        66.078  (meters)     216.79   (feet)  ADJUSTED  
 DJ1528  ___________________________________________________________________
 DJ1528  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DJ1528  DYNAMIC HT  -          66.008 (meters)     216.56  (feet)  COMP
 DJ1528  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DJ1528
 DJ1528  VERT ORDER  -  FIRST     CLASS II
 DJ1528
 DJ1528.The horizontal coordinates were scaled from a topographic map and have
 DJ1528.an estimated accuracy of +/- 6 seconds.
 DJ1528
 DJ1528.The orthometric height was determined by differential leveling
 DJ1528.and adjusted in June 1991.
 DJ1528
 DJ1528.The geoid height was determined by GEOID03.
 DJ1528
 DJ1528.The dynamic height is computed by dividing the NAVD 88
 DJ1528.geopotential number by the normal gravity value computed on the
 DJ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1528.degrees latitude (g = 980.6199 gals.).
 DJ1528
 DJ1528.The modeled gravity was interpolated from observed gravity values.
 DJ1528
 DJ1528;                    North         East    Units  Estimated Accuracy
 DJ1528;SPC MS E     -   455,180.      316,270.      MT  (+/- 180 meters Scaled)
 DJ1528
 DJ1528                          SUPERSEDED SURVEY CONTROL
 DJ1528
 DJ1528.No superseded survey control is available for this station.
 DJ1528
 DJ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC461196(NAD 83)
 DJ1528_MARKER: I = METAL ROD
 DJ1528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1528_SP_SET: STAINLESS STEEL ROD
 DJ1528_STAMPING: B 350 1983
 DJ1528_MARK LOGO: NGS   
 DJ1528_PROJECTION: RECESSED 4 CENTIMETERS
 DJ1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1528_ROD/PIPE-DEPTH: 8.28 meters
 DJ1528
 DJ1528  HISTORY     - Date     Condition        Report By
 DJ1528  HISTORY     - 1983     MONUMENTED       NGS
 DJ1528
 DJ1528                          STATION DESCRIPTION
 DJ1528
 DJ1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1528'IN WEST POINT.
 DJ1528'IN WEST POINT, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF U.S.
 DJ1528'HIGHWAY 45 ALTERNATE AND WEST BROAD STREET, 1.0 KM (0.65 MI) WEST
 DJ1528'ALONG WEST BROAD STREET FROM THE POLICE STATION (OLD POST OFFICE),
 DJ1528'17.3 METERS (57.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 14.0 METERS
 DJ1528'(46.0 FT) SOUTH OF THE CENTER OF WEST BROAD STREET, 10.24 METERS
 DJ1528'(33.6 FT) WEST OF THE WEST WALL OF WRAYS SERVICE STATION AND GARAGE,
 DJ1528'5.64 METERS (18.5 FT) EAST OF A METAL STREET LIGHT POLE, 5.80 METERS
 DJ1528'(19.0 FT) WEST-SOUTHWEST OF THE NORTH ONE OF TWO GAS PUMPS,
 DJ1528'1.65 METERS (5.4 FT) SOUTH OF A FIRE PLUG, 0.73 METERS (2.4 FT) SOUTH
 DJ1528'OF POWERLINE POLE NUMBER 202, AND 1.28 METERS (4.2 FT) NORTHWEST OF
 DJ1528'THE SOUTHEAST CORNER OF A CONCRETE CURB.  NOTE, THE ROD WAS DRIVEN TO
 DJ1528'REFUSAL.
 DJ1528'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 DJ1528'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1534 ***********************************************************************
 DJ1534  DESIGNATION -  B 352
 DJ1534  PID         -  DJ1534
 DJ1534  STATE/COUNTY-  MS/LOWNDES
 DJ1534  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ1534
 DJ1534                         *CURRENT SURVEY CONTROL
 DJ1534  ___________________________________________________________________
 DJ1534* NAD 83(1986)-  33 18 32.     (N)    088 37 21.     (W)     SCALED    
 DJ1534* NAVD 88     -        96.168  (meters)     315.51   (feet)  ADJUSTED  
 DJ1534  ___________________________________________________________________
 DJ1534  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ1534  DYNAMIC HT  -          96.064 (meters)     315.17  (feet)  COMP
 DJ1534  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 DJ1534
 DJ1534  VERT ORDER  -  FIRST     CLASS II
 DJ1534
 DJ1534.The horizontal coordinates were scaled from a topographic map and have
 DJ1534.an estimated accuracy of +/- 6 seconds.
 DJ1534
 DJ1534.The orthometric height was determined by differential leveling
 DJ1534.and adjusted in June 1991.
 DJ1534
 DJ1534.The geoid height was determined by GEOID03.
 DJ1534
 DJ1534.The dynamic height is computed by dividing the NAVD 88
 DJ1534.geopotential number by the normal gravity value computed on the
 DJ1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1534.degrees latitude (g = 980.6199 gals.).
 DJ1534
 DJ1534.The modeled gravity was interpolated from observed gravity values.
 DJ1534
 DJ1534;                    North         East    Units  Estimated Accuracy
 DJ1534;SPC MS E     -   422,320.      319,630.      MT  (+/- 180 meters Scaled)
 DJ1534
 DJ1534                          SUPERSEDED SURVEY CONTROL
 DJ1534
 DJ1534.No superseded survey control is available for this station.
 DJ1534
 DJ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB489867(NAD 83)
 DJ1534_MARKER: I = METAL ROD
 DJ1534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1534_SP_SET: STAINLESS STEEL ROD
 DJ1534_STAMPING: B 352 1983
 DJ1534_MARK LOGO: NGS   
 DJ1534_PROJECTION: FLUSH
 DJ1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1534_ROD/PIPE-DEPTH: 2.43 meters
 DJ1534
 DJ1534  HISTORY     - Date     Condition        Report By
 DJ1534  HISTORY     - 1983     MONUMENTED       NGS
 DJ1534
 DJ1534                          STATION DESCRIPTION
 DJ1534
 DJ1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1534'1.4 KM (0.9 MI) NNW FROM CRAWFORD.
 DJ1534'0.4 KM (0.25 MI) EAST ALONG A BLACKTOP STREET FROM THE POST OFFICE IN
 DJ1534'CRAWFORD, THENCE 1.0 KM (0.65 MI) NORTHWEST ALONG U.S. HIGHWAY 45
 DJ1534'ALTERNATE, AT A POWERLINE JUNCTION POLE WITH A STREET LIGHT ATTACHED,
 DJ1534'15.91 METERS (52.2 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DJ1534'HIGHWAY, 15.24 METERS (50.0 FT) EAST OF THE CENTER OF A NORTH-SOUTH
 DJ1534'GRAVELED STREET, 51.96 METERS (170.5 FT) SOUTHEAST OF THE SOUTHEAST
 DJ1534'CORNER OF A METAL BUILDING (GROCERY STORE), 36.27 METERS (119.0 FT)
 DJ1534'SOUTHWEST AND ACROSS THE HIGHWAY FROM A 5 FEET HIGH POLE SET BY
 DJ1534'TELEPHONE JUNCTION BOX NUMBER C 18, 2.80 METERS (9.2 FT) NORTHWEST OF
 DJ1534'A GUY WIRE ANCHOR, AND 0.82 METERS (2.7 FT) SOUTH OF THE POWERLINE
 DJ1534'JUNCTION POLE.
 DJ1534'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DJ1534'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1536 ***********************************************************************
 DJ1536  DESIGNATION -  B 353
 DJ1536  PID         -  DJ1536
 DJ1536  STATE/COUNTY-  MS/NOXUBEE
 DJ1536  USGS QUAD   -  BROOKSVILLE (1982)
 DJ1536
 DJ1536                         *CURRENT SURVEY CONTROL
 DJ1536  ___________________________________________________________________
 DJ1536* NAD 83(1986)-  33 14 03.     (N)    088 34 34.     (W)     SCALED    
 DJ1536* NAVD 88     -        80.545  (meters)     264.25   (feet)  ADJUSTED  
 DJ1536  ___________________________________________________________________
 DJ1536  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ1536  DYNAMIC HT  -          80.457 (meters)     263.97  (feet)  COMP
 DJ1536  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DJ1536
 DJ1536  VERT ORDER  -  FIRST     CLASS II
 DJ1536
 DJ1536.The horizontal coordinates were scaled from a topographic map and have
 DJ1536.an estimated accuracy of +/- 6 seconds.
 DJ1536
 DJ1536.The orthometric height was determined by differential leveling
 DJ1536.and adjusted in June 1991.
 DJ1536
 DJ1536.The geoid height was determined by GEOID03.
 DJ1536
 DJ1536.The dynamic height is computed by dividing the NAVD 88
 DJ1536.geopotential number by the normal gravity value computed on the
 DJ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1536.degrees latitude (g = 980.6199 gals.).
 DJ1536
 DJ1536.The modeled gravity was interpolated from observed gravity values.
 DJ1536
 DJ1536;                    North         East    Units  Estimated Accuracy
 DJ1536;SPC MS E     -   414,040.      323,970.      MT  (+/- 180 meters Scaled)
 DJ1536
 DJ1536                          SUPERSEDED SURVEY CONTROL
 DJ1536
 DJ1536.No superseded survey control is available for this station.
 DJ1536
 DJ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB531783(NAD 83)
 DJ1536_MARKER: I = METAL ROD
 DJ1536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ1536_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DJ1536_STAMPING: B 353 1983
 DJ1536_MARK LOGO: NGS   
 DJ1536_PROJECTION: FLUSH
 DJ1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ1536+STABILITY: POSITION/ELEVATION WELL
 DJ1536_ROD/PIPE-DEPTH: 6.40 meters
 DJ1536_SLEEVE-DEPTH  : 6.09 meters
 DJ1536
 DJ1536  HISTORY     - Date     Condition        Report By
 DJ1536  HISTORY     - 1983     MONUMENTED       NGS
 DJ1536
 DJ1536                          STATION DESCRIPTION
 DJ1536
 DJ1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1536'IN BROOKSVILLE.
 DJ1536'IN BROOKSVILLE, SET IN THE FRONT LAWN OF THE PENTECOSTAL CHURCH, NEAR
 DJ1536'A SIGN (PENTECOSTAL CHURCH), 12.37 METERS (40.6 FT) SOUTH OF THE
 DJ1536'CENTERLINE OF EAST MAIN STREET, 19.11 METERS (62.7 FT) WEST OF THE
 DJ1536'CENTER OF A DRIVEWAY LEADING TO THE CHURCH, 34.29 METERS (112.5 FT)
 DJ1536'NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 36.73 METERS
 DJ1536'(120.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH,
 DJ1536'2.80 METERS (9.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 DJ1536'CHURCH SIGN, AND 2.68 METERS (8.8 FT) NORTHEAST OF THE SOUTHEAST
 DJ1536'CORNER OF THE SIGN.
 DJ1536'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1397 ***********************************************************************
 EG1397  DESIGNATION -  B 354
 EG1397  PID         -  EG1397
 EG1397  STATE/COUNTY-  MS/ALCORN
 EG1397  USGS QUAD   -  CORINTH (1982)
 EG1397
 EG1397                         *CURRENT SURVEY CONTROL
 EG1397  ___________________________________________________________________
 EG1397* NAD 83(1986)-  34 57 54.     (N)    088 30 54.     (W)     SCALED    
 EG1397* NAVD 88     -       156.170  (meters)     512.37   (feet)  ADJUSTED  
 EG1397  ___________________________________________________________________
 EG1397  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1397  DYNAMIC HT  -         156.021 (meters)     511.88  (feet)  COMP
 EG1397  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EG1397
 EG1397  VERT ORDER  -  FIRST     CLASS II
 EG1397
 EG1397.The horizontal coordinates were scaled from a topographic map and have
 EG1397.an estimated accuracy of +/- 6 seconds.
 EG1397
 EG1397.The orthometric height was determined by differential leveling
 EG1397.and adjusted in June 1991.
 EG1397
 EG1397.The geoid height was determined by GEOID03.
 EG1397
 EG1397.The dynamic height is computed by dividing the NAVD 88
 EG1397.geopotential number by the normal gravity value computed on the
 EG1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1397.degrees latitude (g = 980.6199 gals.).
 EG1397
 EG1397.The modeled gravity was interpolated from observed gravity values.
 EG1397
 EG1397;                    North         East    Units  Estimated Accuracy
 EG1397;SPC MS E     -   606,040.      329,070.      MT  (+/- 180 meters Scaled)
 EG1397
 EG1397                          SUPERSEDED SURVEY CONTROL
 EG1397
 EG1397.No superseded survey control is available for this station.
 EG1397
 EG1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD616702(NAD 83)
 EG1397_MARKER: I = METAL ROD
 EG1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1397_SP_SET: STAINLESS STEEL ROD
 EG1397_STAMPING: B 354 1983
 EG1397_MARK LOGO: NGS   
 EG1397_PROJECTION: FLUSH
 EG1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1397+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 EG1397_ROD/PIPE-DEPTH: 7.31 meters
 EG1397
 EG1397  HISTORY     - Date     Condition        Report By
 EG1397  HISTORY     - 1983     MONUMENTED       NGS
 EG1397  HISTORY     - 20020411 GOOD             USACE
 EG1397
 EG1397                          STATION DESCRIPTION
 EG1397
 EG1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1397'3.5 KM (2.2 MI) NORTH FROM CORINTH.
 EG1397'3.5 KM (2.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 45 FROM THE POST
 EG1397'OFFICE IN CORINTH, TO THE MARK ON THE LEFT, 15.21 METERS (49.9 FT)
 EG1397'WEST OF THE CENTERLINE OF THE HIGHWAY, 37.89 METERS (124.3 FT) NORTH
 EG1397'OF A POWERLINE POLE WITH A GUY WIRE, 20.12 METERS (66.0 FT) SOUTHEAST
 EG1397'OF THE SOUTHEAST CORNER OF A ONE LEVEL ROCK HOUSE, 8.59 METERS
 EG1397'(28.2 FT) SOUTH OF THE APPROXIMATE CENTER OF THE DRIVE LEADING TO THE
 EG1397'HOUSE, 0.94 METER (3.1 FT) WEST OF A GUY WIRE ANCHOR FOR A POWERLINE
 EG1397'POLE, AND 0.76 METER (2.5 FT) EAST OF A POWERLINE POLE WITH A SINGLE
 EG1397'GUY WIRE.
 EG1397'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 EG1397'THE MARK IS 0.3 M ABOVE HIGHWAY.
 EG1397
 EG1397                          STATION RECOVERY (2002)
 EG1397
 EG1397'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2627 ***********************************************************************
 EH2627  DESIGNATION -  B 355
 EH2627  PID         -  EH2627
 EH2627  STATE/COUNTY-  MS/BOLIVAR
 EH2627  USGS QUAD   -  LACONIA (1982)
 EH2627
 EH2627                         *CURRENT SURVEY CONTROL
 EH2627  ___________________________________________________________________
 EH2627* NAD 83(1986)-  34 06 57.     (N)    090 52 58.     (W)     SCALED    
 EH2627* NAVD 88     -        49.423  (meters)     162.15   (feet)  ADJUSTED  
 EH2627  ___________________________________________________________________
 EH2627  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2627  DYNAMIC HT  -          49.374 (meters)     161.99  (feet)  COMP
 EH2627  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 EH2627
 EH2627  VERT ORDER  -  FIRST     CLASS II
 EH2627
 EH2627.The horizontal coordinates were scaled from a topographic map and have
 EH2627.an estimated accuracy of +/- 6 seconds.
 EH2627
 EH2627.The orthometric height was determined by differential leveling
 EH2627.and adjusted in June 1991.
 EH2627
 EH2627.The geoid height was determined by GEOID03.
 EH2627
 EH2627.The dynamic height is computed by dividing the NAVD 88
 EH2627.geopotential number by the normal gravity value computed on the
 EH2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2627.degrees latitude (g = 980.6199 gals.).
 EH2627
 EH2627.The modeled gravity was interpolated from observed gravity values.
 EH2627
 EH2627;                    North         East    Units  Estimated Accuracy
 EH2627;SPC MS W     -   511,930.      649,310.      MT  (+/- 180 meters Scaled)
 EH2627
 EH2627                          SUPERSEDED SURVEY CONTROL
 EH2627
 EH2627  NGVD 29 (??/??/??)   49.479  (m)          162.33   (f) ADJUSTED    1 2
 EH2627
 EH2627.Superseded values are not recommended for survey control.
 EH2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2627.See file dsdata.txt to determine how the superseded data were derived.
 EH2627
 EH2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT952770(NAD 83)
 EH2627_MARKER: I = METAL ROD
 EH2627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2627_SP_SET: STAINLESS STEEL ROD
 EH2627_STAMPING: B 355 1985
 EH2627_MARK LOGO: NGS   
 EH2627_PROJECTION: FLUSH
 EH2627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2627+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH2627_ROD/PIPE-DEPTH: 23.2 meters
 EH2627
 EH2627  HISTORY     - Date     Condition        Report By
 EH2627  HISTORY     - 1985     MONUMENTED       NGS
 EH2627  HISTORY     - 20030611 GOOD             USACE
 EH2627
 EH2627                          STATION DESCRIPTION
 EH2627
 EH2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2627'12.7 KM (7.85 MI) SW FROM RENA LARA.
 EH2627'6.9 KM (4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH
 EH2627'IN RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG AN
 EH2627'ASPHALT ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE
 EH2627'TOP OF THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO
 EH2627'THE ENTRANCE OF THE PUSHMATAHA PLANTATION AND A CATTLE GUARD,
 EH2627'17.4 METERS (57.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CATTLE
 EH2627'GUARD, 0.54 METERS (1.8 FT) WEST OF A FENCE LINE, 11.0 METERS
 EH2627'(36.0 FT) SOUTH OF THE CENTER OF A LARGE SWINGING TWO PIECE METAL
 EH2627'GATE, 3.3 METERS (10.7 FT) EAST-NORTHEAST OF A TRIPLE GUYED POWERLINE
 EH2627'POLE WITH A TRANSFORMER ATTACHED, 17.4 METERS (57.0 FT) EAST OF THE
 EH2627'APPROXIMATE CENTER OF THE GRAVEL ROAD (SOUTH), AND 30.2 METERS
 EH2627'(99.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HUNTING CLUB BUILDING
 EH2627'ON STILTS.
 EH2627'THE MARK IS 0.54 METERS  W FROM A WITNESS POST.
 EH2627'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 EH2627
 EH2627                          STATION RECOVERY (2003)
 EH2627
 EH2627'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1401 ***********************************************************************
 EG1401  DESIGNATION -  B 356
 EG1401  PID         -  EG1401
 EG1401  STATE/COUNTY-  MS/PRENTISS
 EG1401  USGS QUAD   -  WHEELER (1973)
 EG1401
 EG1401                         *CURRENT SURVEY CONTROL
 EG1401  ___________________________________________________________________
 EG1401* NAD 83(1986)-  34 32 49.     (N)    088 33 04.     (W)     SCALED    
 EG1401* NAVD 88     -       146.582  (meters)     480.91   (feet)  ADJUSTED  
 EG1401  ___________________________________________________________________
 EG1401  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1401  DYNAMIC HT  -         146.438 (meters)     480.44  (feet)  COMP
 EG1401  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 EG1401
 EG1401  VERT ORDER  -  FIRST     CLASS II
 EG1401
 EG1401.The horizontal coordinates were scaled from a topographic map and have
 EG1401.an estimated accuracy of +/- 6 seconds.
 EG1401
 EG1401.The orthometric height was determined by differential leveling
 EG1401.and adjusted in June 1991.
 EG1401
 EG1401.The geoid height was determined by GEOID03.
 EG1401
 EG1401.The dynamic height is computed by dividing the NAVD 88
 EG1401.geopotential number by the normal gravity value computed on the
 EG1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1401.degrees latitude (g = 980.6199 gals.).
 EG1401
 EG1401.The modeled gravity was interpolated from observed gravity values.
 EG1401
 EG1401;                    North         East    Units  Estimated Accuracy
 EG1401;SPC MS E     -   559,650.      325,900.      MT  (+/- 180 meters Scaled)
 EG1401
 EG1401                          SUPERSEDED SURVEY CONTROL
 EG1401
 EG1401  NGVD 29 (??/??/92)  146.515  (m)          480.69   (f) ADJ UNCH    1 2
 EG1401
 EG1401.Superseded values are not recommended for survey control.
 EG1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1401.See file dsdata.txt to determine how the superseded data were derived.
 EG1401
 EG1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD576238(NAD 83)
 EG1401_MARKER: I = METAL ROD
 EG1401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1401_SP_SET: STAINLESS STEEL ROD
 EG1401_STAMPING: B 356 1985
 EG1401_MARK LOGO: NGS   
 EG1401_PROJECTION: FLUSH
 EG1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1401+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 EG1401_ROD/PIPE-DEPTH: 8.5  meters
 EG1401
 EG1401  HISTORY     - Date     Condition        Report By
 EG1401  HISTORY     - 1985     MONUMENTED       NGS
 EG1401  HISTORY     - 20020411 GOOD             USACE
 EG1401
 EG1401                          STATION DESCRIPTION
 EG1401
 EG1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1401'7.8 KM (4.85 MI) ESE FROM WHEELER.
 EG1401'0.5 KM (0.3 MI) SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL
 EG1401'IN WHEELER, THENCE 7.3 KM (4.55 MI) EAST-SOUTHEAST ALONG A GRAVEL ROAD
 EG1401'TO THE HOPEWELL BAPTIST CHURCH AND THE MARK ON THE RIGHT IN THE FRONT
 EG1401'LAWN OF THE CHURCH, 0.45 METERS (1.5 FT) EAST OF A POWER POLE WITH A
 EG1401'TELEPHONE CABLE JUNCTION BOX P1, 12.5 METERS (41.0 FT) SOUTH OF THE
 EG1401'CENTER OF THE ROAD, 18.81 METERS (65.0 FT) NORTH-NORTHWEST OF THE
 EG1401'NORTHEAST CORNER OF THE CHURCH. ACCESS TO MARK IS THRU A 5-INCH PIPE
 EG1401'WITH LOGO CAP.
 EG1401'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 EG1401'THE MARK IS 0.3 M ABOVE ROAD.
 EG1401
 EG1401                          STATION RECOVERY (2002)
 EG1401
 EG1401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG5277 ***********************************************************************
 DG5277  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5277  DESIGNATION -  B 356X
 DG5277  PID         -  DG5277
 DG5277  STATE/COUNTY-  MS/PRENTISS
 DG5277  USGS QUAD   -  WHEELER (1973)
 DG5277
 DG5277                         *CURRENT SURVEY CONTROL
 DG5277  ___________________________________________________________________
 DG5277* NAD 83(2007)-  34 32 49.13971(N)    088 33 03.47212(W)     ADJUSTED  
 DG5277* NAVD 88     -       146.74   (meters)     481.4    (feet)  GPS OBS   
 DG5277  ___________________________________________________________________
 DG5277  EPOCH DATE  -        2002.00
 DG5277  X           -     132,992.997 (meters)                     COMP
 DG5277  Y           -  -5,257,505.868 (meters)                     COMP
 DG5277  Z           -   3,596,653.632 (meters)                     COMP
 DG5277  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG5277  ELLIP HEIGHT-         119.217 (meters)          (02/10/07) ADJUSTED
 DG5277  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG5277
 DG5277  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5277  Type    PID    Designation                      North   East  Ellip
 DG5277  -------------------------------------------------------------------
 DG5277  NETWORK DG5277 B 356X                            1.33   1.18   2.00
 DG5277  -------------------------------------------------------------------
 DG5277
 DG5277.The horizontal coordinates were established by GPS observations
 DG5277.and adjusted by the National Geodetic Survey in February 2007.
 DG5277
 DG5277.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5277.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5277.The horizontal coordinates are valid at the epoch date displayed above.
 DG5277.The epoch date for horizontal control is a decimal equivalence
 DG5277.of Year/Month/Day.
 DG5277
 DG5277.The orthometric height was determined by GPS observations and a
 DG5277.high-resolution geoid model.
 DG5277.The orthometric height was determined by GPS observations and a
 DG5277.high-resolution geoid model using precise GPS observation and
 DG5277.processing techniques.
 DG5277
 DG5277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5277
 DG5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5277
 DG5277.The ellipsoidal height was determined by GPS observations
 DG5277.and is referenced to NAD 83.
 DG5277
 DG5277.The geoid height was determined by GEOID03.
 DG5277
 DG5277;                    North         East     Units Scale Factor Converg.
 DG5277;SPC MS E     -   559,655.796   325,916.935   MT  0.99995828   +0 09 36.5
 DG5277;SPC MS E     - 1,836,137.39  1,069,279.14   sFT  0.99995828   +0 09 36.5
 DG5277;UTM  16      - 3,823,899.533   357,690.100   MT  0.99984963   -0 52 46.8
 DG5277
 DG5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5277!SPC MS E     -   0.99998129  x   0.99995828  =   0.99993957
 DG5277!UTM  16      -   0.99998129  x   0.99984963  =   0.99983092
 DG5277
 DG5277                          SUPERSEDED SURVEY CONTROL
 DG5277
 DG5277  NAD 83(1993)-  34 32 49.13944(N)    088 33 03.47189(W) AD(       ) B
 DG5277  ELLIP H (04/05/04)  119.231  (m)                       GP(       ) 4 1
 DG5277
 DG5277.Superseded values are not recommended for survey control.
 DG5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5277.See file dsdata.txt to determine how the superseded data were derived.
 DG5277
 DG5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5769023900(NAD 83)
 DG5277_MARKER: F = FLANGE-ENCASED ROD
 DG5277_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5277+WITH SETTING: INFORMATION.
 DG5277_STAMPING: B 356X 2002
 DG5277_MARK LOGO: USACE 
 DG5277_PROJECTION: RECESSED 8 CENTIMETERS
 DG5277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5277+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 DG5277_ROD/PIPE-DEPTH:  2.1 meters
 DG5277
 DG5277  HISTORY     - Date     Condition        Report By
 DG5277  HISTORY     - 20020612 MONUMENTED       EMCINC
 DG5277
 DG5277                          STATION DESCRIPTION
 DG5277
 DG5277'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5277'THE MARK IS LOCATED 8.06 KILOMETERS (5.0 MILES) NORTHEAST OF BALDWYN,
 DG5277'MISSISSIPPI AND 6.45 KILOMETERS (4.0 MILES) SOUTHEAST OF WHEELER,
 DG5277'MISSISSIPPI. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 366
 DG5277'AND COUNTY ROAD 5331, APPROXIMATELY 9.5 KILOMETERS (5.9 MILES) EAST OF
 DG5277'BALDWYN, MISSISSIPPI, PROCEED NORTHWEST ON (PAVED ROAD) COUNTY ROAD
 DG5277'5331, 3.95 KILOMETERS (2.45 MILES) TO THE MARK ON THE LEFT IN THE
 DG5277'GRAVEL PARKING LOT OF THE HOPEWELL BAPTIST CHURCH.THE MARK IS 11.5
 DG5277'METERS (37.7 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE HOPEWELL
 DG5277'BAPTIST CHURCH, 16.0 METERS (52.5 FEET) SOUTHWEST OF BENCHMARK B356,
 DG5277'22.6 METERS (74.1 FEET) SOUTH OF THE CENTER OF COUNTY ROAD 5111 AND
 DG5277'33.2 METERS (108.9 FEET) WEST OF THE CENTER OF COUNTY ROAD 5331.THE
 DG5277'MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON AN
 DG5277'ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5277' 
 DG5277'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1484 ***********************************************************************
 EG1484  DESIGNATION -  B 357
 EG1484  PID         -  EG1484
 EG1484  STATE/COUNTY-  MS/MONROE
 EG1484  USGS QUAD   -  SHANNON (1979)
 EG1484
 EG1484                         *CURRENT SURVEY CONTROL
 EG1484  ___________________________________________________________________
 EG1484* NAD 83(1986)-  34 00 03.     (N)    088 43 05.     (W)     SCALED    
 EG1484* NAVD 88     -        99.650  (meters)     326.94   (feet)  ADJUSTED  
 EG1484  ___________________________________________________________________
 EG1484  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1484  DYNAMIC HT  -          99.549 (meters)     326.60  (feet)  COMP
 EG1484  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 EG1484
 EG1484  VERT ORDER  -  FIRST     CLASS II
 EG1484
 EG1484.The horizontal coordinates were scaled from a topographic map and have
 EG1484.an estimated accuracy of +/- 6 seconds.
 EG1484
 EG1484.The orthometric height was determined by differential leveling
 EG1484.and adjusted in June 1991.
 EG1484
 EG1484.The geoid height was determined by GEOID03.
 EG1484
 EG1484.The dynamic height is computed by dividing the NAVD 88
 EG1484.geopotential number by the normal gravity value computed on the
 EG1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1484.degrees latitude (g = 980.6199 gals.).
 EG1484
 EG1484.The modeled gravity was interpolated from observed gravity values.
 EG1484
 EG1484;                    North         East    Units  Estimated Accuracy
 EG1484;SPC MS E     -   499,050.      310,650.      MT  (+/- 180 meters Scaled)
 EG1484
 EG1484                          SUPERSEDED SURVEY CONTROL
 EG1484
 EG1484  NGVD 29 (??/??/92)   99.587  (m)          326.73   (f) ADJ UNCH    1 2
 EG1484
 EG1484.Superseded values are not recommended for survey control.
 EG1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1484.See file dsdata.txt to determine how the superseded data were derived.
 EG1484
 EG1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC413635(NAD 83)
 EG1484_MARKER: I = METAL ROD
 EG1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1484_SP_SET: STAINLESS STEEL ROD
 EG1484_STAMPING: B 357 1985
 EG1484_MARK LOGO: NGS   
 EG1484_PROJECTION: FLUSH
 EG1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1484_ROD/PIPE-DEPTH: 3.7  meters
 EG1484
 EG1484  HISTORY     - Date     Condition        Report By
 EG1484  HISTORY     - 1985     MONUMENTED       NGS
 EG1484
 EG1484                          STATION DESCRIPTION
 EG1484
 EG1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1484'3.5 KM (2.2 MI) EAST FROM OKOLONA.
 EG1484'3.5 KM (2.2 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 EG1484'HIGHWAY 45 ALTERNATE IN OKOLONA, TO THE MARK ON THE RIGHT, ON TOP OF A
 EG1484'CUT BANK, 13.41 METERS (44.0 FT) SOUTH OF THE CENTER LINE OF THE
 EG1484'HIGHWAY, 2.07 METERS (6.8 FT) NORTH OF A FENCE LINE, 1.62 METERS (5.3
 EG1484'FT) WEST OF UTILITY POLE NUMBER 25. NOTE-SEVERAL ATTEMPTS WERE MADE TO
 EG1484'DRIVE THE ROD, THE ROD WAS DRIVEN TO REFUSAL AT 3.7 METERS.
 EG1484'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1484'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 EG1484'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1437 ***********************************************************************
 EG1437  DESIGNATION -  B 358
 EG1437  PID         -  EG1437
 EG1437  STATE/COUNTY-  MS/ITAWAMBA
 EG1437  USGS QUAD   -  FULTON (1992)
 EG1437
 EG1437                         *CURRENT SURVEY CONTROL
 EG1437  ___________________________________________________________________
 EG1437* NAD 83(1986)-  34 18 42.     (N)    088 25 19.     (W)     SCALED    
 EG1437* NAVD 88     -        86.895  (meters)     285.09   (feet)  ADJUSTED  
 EG1437  ___________________________________________________________________
 EG1437  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG1437  DYNAMIC HT  -          86.808 (meters)     284.80  (feet)  COMP
 EG1437  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 EG1437
 EG1437  VERT ORDER  -  FIRST     CLASS II
 EG1437
 EG1437.The horizontal coordinates were scaled from a topographic map and have
 EG1437.an estimated accuracy of +/- 6 seconds.
 EG1437
 EG1437.The orthometric height was determined by differential leveling
 EG1437.and adjusted in June 1991.
 EG1437
 EG1437.The geoid height was determined by GEOID03.
 EG1437
 EG1437.The dynamic height is computed by dividing the NAVD 88
 EG1437.geopotential number by the normal gravity value computed on the
 EG1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1437.degrees latitude (g = 980.6199 gals.).
 EG1437
 EG1437.The modeled gravity was interpolated from observed gravity values.
 EG1437
 EG1437;                    North         East    Units  Estimated Accuracy
 EG1437;SPC MS E     -   533,590.      337,870.      MT  (+/- 180 meters Scaled)
 EG1437
 EG1437                          SUPERSEDED SURVEY CONTROL
 EG1437
 EG1437  NGVD 29 (??/??/92)   86.827  (m)          284.86   (f) ADJ UNCH    1 2
 EG1437
 EG1437.Superseded values are not recommended for survey control.
 EG1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1437.See file dsdata.txt to determine how the superseded data were derived.
 EG1437
 EG1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC691976(NAD 83)
 EG1437_MARKER: I = METAL ROD
 EG1437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1437_SP_SET: STAINLESS STEEL ROD
 EG1437_STAMPING: B 358 1985
 EG1437_MARK LOGO: NGS   
 EG1437_PROJECTION: FLUSH
 EG1437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1437+STABILITY: POSITION/ELEVATION WELL
 EG1437_ROD/PIPE-DEPTH: 15.8 meters
 EG1437
 EG1437  HISTORY     - Date     Condition        Report By
 EG1437  HISTORY     - 1985     MONUMENTED       NGS
 EG1437
 EG1437                          STATION DESCRIPTION
 EG1437
 EG1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1437'28.3 KM (17.6 MI) SSW FROM BAY SPRINGS.
 EG1437'28.3 KM (17.6 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1437'BANK OF THE TENNESSEE-TOMBIGEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1437'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 4.4 KM (2.75 MI)
 EG1437'NORTH OF THE JUNCTION OF OLD U.S. HIGHWAY 78, 5.94 METERS (19.5 FT)
 EG1437'EAST OF THE CENTER OF THE LEVEE ROAD, 3.71 METERS (12.2 FT) WEST
 EG1437'OF RANGE MARKER SIGN NUMBER 39.48. NOTE--ACCESS TO DATUM POINT IS
 EG1437'HAD THROUGH A 5-INCH LOGO CAP.
 EG1437'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 EG1437'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3146 ***********************************************************************
 EH3146  DESIGNATION -  B 359
 EH3146  PID         -  EH3146
 EH3146  STATE/COUNTY-  MS/DE SOTO
 EH3146  USGS QUAD   -  LAKE CORMORANT (1982)
 EH3146
 EH3146                         *CURRENT SURVEY CONTROL
 EH3146  ___________________________________________________________________
 EH3146* NAD 83(1986)-  34 58 18.     (N)    090 08 43.     (W)     SCALED    
 EH3146* NAVD 88     -        63.579  (meters)     208.59   (feet)  ADJUSTED  
 EH3146  ___________________________________________________________________
 EH3146  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH3146  DYNAMIC HT  -          63.520 (meters)     208.40  (feet)  COMP
 EH3146  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EH3146
 EH3146  VERT ORDER  -  FIRST     CLASS II
 EH3146
 EH3146.The horizontal coordinates were scaled from a topographic map and have
 EH3146.an estimated accuracy of +/- 6 seconds.
 EH3146
 EH3146.The orthometric height was determined by differential leveling
 EH3146.and adjusted in July 1994.
 EH3146
 EH3146.Photographs are available for this station.
 EH3146
 EH3146.The geoid height was determined by GEOID03.
 EH3146
 EH3146.The dynamic height is computed by dividing the NAVD 88
 EH3146.geopotential number by the normal gravity value computed on the
 EH3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3146.degrees latitude (g = 980.6199 gals.).
 EH3146
 EH3146.The modeled gravity was interpolated from observed gravity values.
 EH3146
 EH3146;                    North         East    Units  Estimated Accuracy
 EH3146;SPC MS W     -   606,750.      717,170.      MT  (+/- 180 meters Scaled)
 EH3146
 EH3146                          SUPERSEDED SURVEY CONTROL
 EH3146
 EH3146.No superseded survey control is available for this station.
 EH3146
 EH3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU606736(NAD 83)
 EH3146_MARKER: I = METAL ROD
 EH3146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3146_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3146_STAMPING: B 359 1991
 EH3146_MARK LOGO: NGS   
 EH3146_PROJECTION: FLUSH
 EH3146_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3146+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 EH3146_ROD/PIPE-DEPTH: 26.7 meters
 EH3146_SLEEVE-DEPTH  : 0.9 meters
 EH3146
 EH3146  HISTORY     - Date     Condition        Report By
 EH3146  HISTORY     - 1991     MONUMENTED       NGS
 EH3146  HISTORY     - 20030409 GOOD             USACE
 EH3146  HISTORY     - 20070814 GOOD             JCLS
 EH3146  HISTORY     - 20070814 GOOD             JCLS
 EH3146
 EH3146                          STATION DESCRIPTION
 EH3146
 EH3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3146'2.0 KM (1.25 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH3146'IN WALL, 19.4 M (63.6 FT) WEST OF THE HIGHWAY CENTERLINE, 18.8 M
 EH3146'(61.7 FT) SOUTH OF UTILITY POLE NUMBER 96 WITH 2 GUY CABLES, 0.9 M
 EH3146'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHEAST OF
 EH3146'THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE IMPERIAL
 EH3146'MANUFACTURING COMPANY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 EH3146'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH3146
 EH3146                          STATION RECOVERY (2003)
 EH3146
 EH3146'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3146'HIGHWAY 61 IS NOW HIGHWAY 161.
 EH3146
 EH3146                          STATION RECOVERY (2007)
 EH3146
 EH3146'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 EH3146'RECOVERED IN GOOD CONDITION.
 EH3146
 EH3146                          STATION RECOVERY (2007)
 EH3146
 EH3146'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 EH3146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0347 ***********************************************************************
 BV0347  DESIGNATION -  B 36
 BV0347  PID         -  BV0347
 BV0347  STATE/COUNTY-  MS/WAYNE
 BV0347  USGS QUAD   -  WAYNESBORO (1982)
 BV0347
 BV0347                         *CURRENT SURVEY CONTROL
 BV0347  ___________________________________________________________________
 BV0347* NAD 83(1986)-  31 43 10.     (N)    088 39 27.     (W)     SCALED    
 BV0347* NAVD 88     -        54.893  (meters)     180.09   (feet)  POSTED    
 BV0347  ___________________________________________________________________
 BV0347  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BV0347  DYNAMIC HT  -          54.830 (meters)     179.89  (feet)  COMP
 BV0347  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BV0347
 BV0347  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0347
 BV0347.The horizontal coordinates were scaled from a topographic map and have
 BV0347.an estimated accuracy of +/- 6 seconds.
 BV0347
 BV0347.The orthometric height was determined by differential leveling
 BV0347.and adjusted by the  in 1992.
 BV0347.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0347.rate of 0.0 thru 1.0 mm/km.
 BV0347
 BV0347.The geoid height was determined by GEOID03.
 BV0347
 BV0347.The dynamic height is computed by dividing the NAVD 88
 BV0347.geopotential number by the normal gravity value computed on the
 BV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0347.degrees latitude (g = 980.6199 gals.).
 BV0347
 BV0347.The modeled gravity was interpolated from observed gravity values.
 BV0347
 BV0347;                    North         East    Units  Estimated Accuracy
 BV0347;SPC MS E     -   246,060.      316,670.      MT  (+/- 180 meters Scaled)
 BV0347
 BV0347                          SUPERSEDED SURVEY CONTROL
 BV0347
 BV0347  NGVD 29 (??/??/92)   54.913  (m)          180.16   (f) ADJ UNCH    1 2
 BV0347
 BV0347.Superseded values are not recommended for survey control.
 BV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0347.See file dsdata.txt to determine how the superseded data were derived.
 BV0347
 BV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA429105(NAD 83)
 BV0347_MARKER: DB = BENCH MARK DISK
 BV0347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV0347_SP_SET: BRIDGE
 BV0347_STAMPING: B 36 1934
 BV0347_MARK LOGO: CGS   
 BV0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0347+STABILITY: SURFACE MOTION
 BV0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0347+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1993
 BV0347
 BV0347  HISTORY     - Date     Condition        Report By
 BV0347  HISTORY     - 1934     MONUMENTED       CGS
 BV0347  HISTORY     - 1958     GOOD             NGS
 BV0347  HISTORY     - 19930217 GOOD             MSHD
 BV0347
 BV0347                          STATION DESCRIPTION
 BV0347
 BV0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0347'IN WAYNESBORO.
 BV0347'LOCATED 3.5 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BV0347'THE STATION AT WAYNESBORO, 9 1/2 RAIL LENGHTS NORTH OF MILEPOST 86,
 BV0347'480 FEET NORTH OF THE SOUTH END OF AN ABANDONDED SIDE TRACK LEADING
 BV0347'NORTHEAST TO THE RUINS O THE STATE PENITENTIARY LINE PLANT.  IT IS A
 BV0347'STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE EAST HEADWALL OF A
 BV0347'120 FOOT CONCRETE BRIDGE, 13 FEET NORTH OF THE SOUTH END OF THE EAST
 BV0347'HEADWALL AND 8 FEET EAST OF THE EAST RAIL.
 BV0347
 BV0347                          STATION RECOVERY (1993)
 BV0347
 BV0347'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV0347'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF WAYNESBORO, IN THE
 BV0347'I.C.G. RAILROAD BRIDGE OVER A CREEK JUST EAST OF THE CHICKASAWHAY
 BV0347'RIVER AND IS IN SECTION 36, T 9N, R 7W.
 BV0347'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0347'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0347'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 4.7 MI
 BV0347'(7.6 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON GARY CEMETERY
 BV0347'ROAD FOR 0.9 MI (1.4 KM) TO A RAILROAD CROSSING, THENCE SOUTH ALONG
 BV0347'THE RAILROAD TRACK FOR ABOUT 1.5 MI (2.4 KM) TO THE BRIDGE AND THE
 BV0347'MARK ON THE LEFT.
 BV0347'MARK IS A STANDARD DISK SET IN DRILL HOLE IN THE TOP OF THE EAST
 BV0347'HEADWALL OF A 120 FOOT CONCRETE BRIDGE, 13.3 FT (4.1 M) NORTH OF THE
 BV0347'SOUTH EDGE OF THE SOUTH BRIDGE ABUTMENT, 7.5 FT (2.3 M) EAST OF THE
 BV0347'EAST RAIL, 1.5 FT (0.5 M) WEST OF THE EAST EDGE OF THE OFFSET IN THE
 BV0347'HEADWALL AND IS ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2156 ***********************************************************************
 DK2156  DESIGNATION -  B 360
 DK2156  PID         -  DK2156
 DK2156  STATE/COUNTY-  MS/BOLIVAR
 DK2156  USGS QUAD   -  ROSEDALE (1972)
 DK2156
 DK2156                         *CURRENT SURVEY CONTROL
 DK2156  ___________________________________________________________________
 DK2156* NAD 83(1986)-  33 49 16.     (N)    091 00 03.     (W)     SCALED    
 DK2156* NAVD 88     -        44.789  (meters)     146.95   (feet)  ADJUSTED  
 DK2156  ___________________________________________________________________
 DK2156  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK2156  DYNAMIC HT  -          44.743 (meters)     146.79  (feet)  COMP
 DK2156  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DK2156
 DK2156  VERT ORDER  -  FIRST     CLASS II
 DK2156
 DK2156.The horizontal coordinates were scaled from a topographic map and have
 DK2156.an estimated accuracy of +/- 6 seconds.
 DK2156
 DK2156.The orthometric height was determined by differential leveling
 DK2156.and adjusted in July 1994.
 DK2156
 DK2156.The geoid height was determined by GEOID03.
 DK2156
 DK2156.The dynamic height is computed by dividing the NAVD 88
 DK2156.geopotential number by the normal gravity value computed on the
 DK2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2156.degrees latitude (g = 980.6199 gals.).
 DK2156
 DK2156.The modeled gravity was interpolated from observed gravity values.
 DK2156
 DK2156;                    North         East    Units  Estimated Accuracy
 DK2156;SPC MS W     -   479,310.      638,210.      MT  (+/- 180 meters Scaled)
 DK2156
 DK2156                          SUPERSEDED SURVEY CONTROL
 DK2156
 DK2156.No superseded survey control is available for this station.
 DK2156
 DK2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT850441(NAD 83)
 DK2156_MARKER: I = METAL ROD
 DK2156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK2156_SP_SET: STAINLESS STEEL ROD
 DK2156_STAMPING: B 360 1991
 DK2156_MARK LOGO: NGS   
 DK2156_PROJECTION: FLUSH
 DK2156_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2156+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2156_ROD/PIPE-DEPTH: 18.2 meters
 DK2156
 DK2156  HISTORY     - Date     Condition        Report By
 DK2156  HISTORY     - 1991     MONUMENTED       NGS
 DK2156  HISTORY     - 20030716 MARK NOT FOUND   USACE
 DK2156
 DK2156                          STATION DESCRIPTION
 DK2156
 DK2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2156'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK2156'STATE HIGHWAY 8 IN ROSEDALE, 18.9 M (62.0 FT) EAST OF THE CENTER OF A
 DK2156'GRAVELED ROAD, 16.6 M (54.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DK2156'HIGHWAY, 1.9 M (6.2 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 0.4
 DK2156'M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 DK2156'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DK2156'THROUGH A 5-INCH LOGO CAP.
 DK2156
 DK2156                          STATION RECOVERY (2003)
 DK2156
 DK2156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK2156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3444 ***********************************************************************
 CP3444  DESIGNATION -  B 361
 CP3444  PID         -  CP3444
 CP3444  STATE/COUNTY-  MS/ISSAQUENA
 CP3444  USGS QUAD   -  FLOWEREE (1988)
 CP3444
 CP3444                         *CURRENT SURVEY CONTROL
 CP3444  ___________________________________________________________________
 CP3444* NAD 83(1986)-  32 34 39.     (N)    090 50 36.     (W)     SCALED    
 CP3444* NAVD 88     -        28.689  (meters)      94.12   (feet)  ADJUSTED  
 CP3444  ___________________________________________________________________
 CP3444  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP3444  DYNAMIC HT  -          28.657 (meters)      94.02  (feet)  COMP
 CP3444  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CP3444
 CP3444  VERT ORDER  -  FIRST     CLASS II
 CP3444
 CP3444.The horizontal coordinates were scaled from a topographic map and have
 CP3444.an estimated accuracy of +/- 6 seconds.
 CP3444
 CP3444.The orthometric height was determined by differential leveling
 CP3444.and adjusted in July 1994.
 CP3444
 CP3444.The geoid height was determined by GEOID03.
 CP3444
 CP3444.The dynamic height is computed by dividing the NAVD 88
 CP3444.geopotential number by the normal gravity value computed on the
 CP3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3444.degrees latitude (g = 980.6199 gals.).
 CP3444
 CP3444.The modeled gravity was interpolated from observed gravity values.
 CP3444
 CP3444;                    North         East    Units  Estimated Accuracy
 CP3444;SPC MS W     -   341,300.      652,120.      MT  (+/- 180 meters Scaled)
 CP3444
 CP3444                          SUPERSEDED SURVEY CONTROL
 CP3444
 CP3444.No superseded survey control is available for this station.
 CP3444
 CP3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS024065(NAD 83)
 CP3444_MARKER: I = METAL ROD
 CP3444_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3444_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3444_STAMPING: B 361 1992
 CP3444_MARK LOGO: NGS   
 CP3444_PROJECTION: FLUSH
 CP3444_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3444+STABILITY: POSITION/ELEVATION WELL
 CP3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3444+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3444_ROD/PIPE-DEPTH: 24.0 meters
 CP3444_SLEEVE-DEPTH  : 6.1 meters
 CP3444
 CP3444  HISTORY     - Date     Condition        Report By
 CP3444  HISTORY     - 1992     MONUMENTED       NGS
 CP3444
 CP3444                          STATION DESCRIPTION
 CP3444
 CP3444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3444'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP3444'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP3444'(CLAY STREET) IN VICKSBURG, THENCE 18.2 KM (11.30 MI) NORTHERLY ALONG
 CP3444'U.S. HIGHWAY 61, 29.5 M (96.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CP3444'HIGHWAY, 7.9 M (25.9 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 CP3444'2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.6 M (5.2 FT)
 CP3444'NORTHWEST OF A UTILITY POLE, AND 0.6 M (2.0 FT) NORTHEAST OF A WITNESS
 CP3444'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2592 ***********************************************************************
 BW2592  DESIGNATION -  B 362
 BW2592  PID         -  BW2592
 BW2592  STATE/COUNTY-  MS/LINCOLN
 BW2592  USGS QUAD   -  WESSON (1972)
 BW2592
 BW2592                         *CURRENT SURVEY CONTROL
 BW2592  ___________________________________________________________________
 BW2592* NAD 83(1986)-  31 38 34.     (N)    090 25 50.     (W)     SCALED    
 BW2592* NAVD 88     -       143.460  (meters)     470.67   (feet)  ADJUSTED  
 BW2592  ___________________________________________________________________
 BW2592  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW2592  DYNAMIC HT  -         143.286 (meters)     470.10  (feet)  COMP
 BW2592  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 BW2592
 BW2592  VERT ORDER  -  FIRST     CLASS II
 BW2592
 BW2592.The horizontal coordinates were scaled from a topographic map and have
 BW2592.an estimated accuracy of +/- 6 seconds.
 BW2592
 BW2592.The orthometric height was determined by differential leveling
 BW2592.and adjusted in February 1994.
 BW2592
 BW2592.The geoid height was determined by GEOID03.
 BW2592
 BW2592.The dynamic height is computed by dividing the NAVD 88
 BW2592.geopotential number by the normal gravity value computed on the
 BW2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2592.degrees latitude (g = 980.6199 gals.).
 BW2592
 BW2592.The modeled gravity was interpolated from observed gravity values.
 BW2592
 BW2592;                    North         East    Units  Estimated Accuracy
 BW2592;SPC MS W     -   237,550.      690,780.      MT  (+/- 180 meters Scaled)
 BW2592
 BW2592                          SUPERSEDED SURVEY CONTROL
 BW2592
 BW2592.No superseded survey control is available for this station.
 BW2592
 BW2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR436037(NAD 83)
 BW2592_MARKER: I = METAL ROD
 BW2592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2592_SP_SET: STAINLESS STEEL ROD
 BW2592_STAMPING: B 362 1992
 BW2592_MARK LOGO: NGS   
 BW2592_PROJECTION: FLUSH
 BW2592_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW2592+STABILITY: POSITION/ELEVATION WELL
 BW2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2592+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2592_ROD/PIPE-DEPTH: 8.6  meters
 BW2592
 BW2592  HISTORY     - Date     Condition        Report By
 BW2592  HISTORY     - 1992     MONUMENTED       NGS
 BW2592
 BW2592                          STATION DESCRIPTION
 BW2592
 BW2592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2592'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 550 (MONTICELLO
 BW2592'STREET) FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN
 BW2592'BROOKHAVEN, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BW2592'52.2 M (171.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.0 M
 BW2592'(16.4 FT) SOUTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY, 4.3 M
 BW2592'(14.1 FT) SOUTH OF THE SOUTH SUPPORT POST OF A GATE, 0.5 M (1.6 FT)
 BW2592'ABOVE THE LEVEL OF THE DRIVEWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 BW2592'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BW2592'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3454 ***********************************************************************
 CP3454  DESIGNATION -  B 363
 CP3454  PID         -  CP3454
 CP3454  STATE/COUNTY-  MS/HINDS
 CP3454  USGS QUAD   -  FLORENCE (1980)
 CP3454
 CP3454                         *CURRENT SURVEY CONTROL
 CP3454  ___________________________________________________________________
 CP3454* NAD 83(1986)-  32 12 33.     (N)    090 14 07.     (W)     SCALED    
 CP3454* NAVD 88     -       107.665  (meters)     353.23   (feet)  ADJUSTED  
 CP3454  ___________________________________________________________________
 CP3454  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP3454  DYNAMIC HT  -         107.540 (meters)     352.82  (feet)  COMP
 CP3454  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CP3454
 CP3454  VERT ORDER  -  FIRST     CLASS II
 CP3454
 CP3454.The horizontal coordinates were scaled from a topographic map and have
 CP3454.an estimated accuracy of +/- 6 seconds.
 CP3454
 CP3454.The orthometric height was determined by differential leveling
 CP3454.and adjusted in February 1994.
 CP3454
 CP3454.The geoid height was determined by GEOID03.
 CP3454
 CP3454.The dynamic height is computed by dividing the NAVD 88
 CP3454.geopotential number by the normal gravity value computed on the
 CP3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3454.degrees latitude (g = 980.6199 gals.).
 CP3454
 CP3454.The modeled gravity was interpolated from observed gravity values.
 CP3454
 CP3454;                    North         East    Units  Estimated Accuracy
 CP3454;SPC MS W     -   300,350.      709,240.      MT  (+/- 180 meters Scaled)
 CP3454
 CP3454                          SUPERSEDED SURVEY CONTROL
 CP3454
 CP3454.No superseded survey control is available for this station.
 CP3454
 CP3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR605669(NAD 83)
 CP3454_MARKER: I = METAL ROD
 CP3454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3454_SP_SET: STAINLESS STEEL ROD
 CP3454_STAMPING: B 363 1992
 CP3454_MARK LOGO: NGS   
 CP3454_PROJECTION: FLUSH
 CP3454_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3454+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2000
 CP3454_ROD/PIPE-DEPTH: 7.9  meters
 CP3454
 CP3454  HISTORY     - Date     Condition        Report By
 CP3454  HISTORY     - 1992     MONUMENTED       NGS
 CP3454  HISTORY     - 20000310 GOOD             NGS
 CP3454
 CP3454                          STATION DESCRIPTION
 CP3454
 CP3454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3454'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP3454'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP3454'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP3454'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, 47.8 M (156.8 FT)
 CP3454'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 17.8 M (58.4 FT) EAST OF THE
 CP3454'CENTERLINE OF OLD BYRAM ROAD, 7.3 M (24.0 FT) SOUTH OF A UTILITY POLE
 CP3454'WITH 4 GUY CABLES, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE,
 CP3454'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF OLD BYRAM ROAD. NOTE--ACCESS TO
 CP3454'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CP3454
 CP3454                          STATION RECOVERY (2000)
 CP3454
 CP3454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3212 ***********************************************************************
 BH3212  DESIGNATION -  B 364
 BH3212  PID         -  BH3212
 BH3212  STATE/COUNTY-  MS/JACKSON
 BH3212  USGS QUAD   -  VANCLEAVE (1982)
 BH3212
 BH3212                         *CURRENT SURVEY CONTROL
 BH3212  ___________________________________________________________________
 BH3212* NAD 83(1986)-  30 33 22.     (N)    088 42 05.     (W)     SCALED    
 BH3212* NAVD 88     -        23.324  (meters)      76.52   (feet)  ADJUSTED  
 BH3212  ___________________________________________________________________
 BH3212  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH3212  DYNAMIC HT  -          23.293 (meters)      76.42  (feet)  COMP
 BH3212  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 BH3212
 BH3212  VERT ORDER  -  FIRST     CLASS II
 BH3212
 BH3212.The horizontal coordinates were scaled from a topographic map and have
 BH3212.an estimated accuracy of +/- 6 seconds.
 BH3212
 BH3212.The orthometric height was determined by differential leveling
 BH3212.and adjusted in September 1993.
 BH3212
 BH3212.The geoid height was determined by GEOID03.
 BH3212
 BH3212.The dynamic height is computed by dividing the NAVD 88
 BH3212.geopotential number by the normal gravity value computed on the
 BH3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3212.degrees latitude (g = 980.6199 gals.).
 BH3212
 BH3212.The modeled gravity was interpolated from observed gravity values.
 BH3212
 BH3212;                    North         East    Units  Estimated Accuracy
 BH3212;SPC MS E     -   117,080.      312,660.      MT  (+/- 180 meters Scaled)
 BH3212
 BH3212                          SUPERSEDED SURVEY CONTROL
 BH3212
 BH3212.No superseded survey control is available for this station.
 BH3212
 BH3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU368816(NAD 83)
 BH3212_MARKER: I = METAL ROD
 BH3212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3212_SP_SET: STAINLESS STEEL ROD
 BH3212_STAMPING: B 364 1993
 BH3212_MARK LOGO: NGS   
 BH3212_PROJECTION: FLUSH
 BH3212_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3212+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 BH3212_ROD/PIPE-DEPTH: 12.6 meters
 BH3212
 BH3212  HISTORY     - Date     Condition        Report By
 BH3212  HISTORY     - 1993     MONUMENTED       NGS
 BH3212  HISTORY     - 20040420 GOOD             MSHD
 BH3212
 BH3212                          STATION DESCRIPTION
 BH3212
 BH3212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3212'4.4 KM (2.75 MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3212'IN VANCLEAVE, 66.7 M (218.8 FT) NORTHWEST OF THE EXTENDED CENTER OF
 BH3212'SWING GATE LANE, 61.9 M (203.1 FT) NORTHWEST OF THE CENTER OF A
 BH3212'DRIVEWAY, 11.0 M (36.1 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE
 BH3212'OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHWEST OF A UTILITY POLE, AND 0.5 M
 BH3212'(1.6 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 BH3212'POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3212
 BH3212                          STATION RECOVERY (2004)
 BH3212
 BH3212'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004 (DLG)
 BH3212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3280 ***********************************************************************
 BH3280  DESIGNATION -  B 365
 BH3280  PID         -  BH3280
 BH3280  STATE/COUNTY-  MS/HANCOCK
 BH3280  USGS QUAD   -  KILN (1976)
 BH3280
 BH3280                         *CURRENT SURVEY CONTROL
 BH3280  ___________________________________________________________________
 BH3280* NAD 83(1986)-  30 23 15.     (N)    089 26 29.     (W)     SCALED    
 BH3280* NAVD 88     -         5.761  (meters)      18.90   (feet)  ADJUSTED  
 BH3280  ___________________________________________________________________
 BH3280  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BH3280  DYNAMIC HT  -           5.753 (meters)      18.87  (feet)  COMP
 BH3280  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 BH3280
 BH3280  VERT ORDER  -  FIRST     CLASS II
 BH3280
 BH3280.The horizontal coordinates were scaled from a topographic map and have
 BH3280.an estimated accuracy of +/- 6 seconds.
 BH3280
 BH3280.The orthometric height was determined by differential leveling
 BH3280.and adjusted in February 1994.
 BH3280
 BH3280.The geoid height was determined by GEOID03.
 BH3280
 BH3280.The dynamic height is computed by dividing the NAVD 88
 BH3280.geopotential number by the normal gravity value computed on the
 BH3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3280.degrees latitude (g = 980.6199 gals.).
 BH3280
 BH3280.The modeled gravity was interpolated from observed gravity values.
 BH3280
 BH3280;                    North         East    Units  Estimated Accuracy
 BH3280;SPC MS E     -    98,530.      241,560.      MT  (+/- 180 meters Scaled)
 BH3280
 BH3280                          SUPERSEDED SURVEY CONTROL
 BH3280
 BH3280.No superseded survey control is available for this station.
 BH3280
 BH3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU654642(NAD 83)
 BH3280_MARKER: DV = VERTICAL CONTROL DISK
 BH3280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3280_SP_SET: ABUTMENT
 BH3280_STAMPING: B 365 1993
 BH3280_MARK LOGO: NGS   
 BH3280_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3280+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3280
 BH3280  HISTORY     - Date     Condition        Report By
 BH3280  HISTORY     - 1993     MONUMENTED       NGS
 BH3280
 BH3280                          STATION DESCRIPTION
 BH3280
 BH3280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3280'12.5 KM (7.75 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH3280'OF U.S. HIGHWAY 90 IN WAVELAND, IN TOP OF AND 2.1 M (6.9 FT)
 BH3280'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 BH3280'THE HIGHWAY BRIDGE SPANNING THE JOURDAN RIVER, AND 4.9 M (16.1 FT)
 BH3280'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0189 ***********************************************************************
 EH0189  DESIGNATION -  B 37
 EH0189  PID         -  EH0189
 EH0189  STATE/COUNTY-  MS/DE SOTO
 EH0189  USGS QUAD   -  HORN LAKE (1982)
 EH0189
 EH0189                         *CURRENT SURVEY CONTROL
 EH0189  ___________________________________________________________________
 EH0189* NAD 83(1986)-  34 56 00.     (N)    090 01 28.     (W)     SCALED    
 EH0189* NAVD 88     -        99.210  (meters)     325.49   (feet)  ADJUSTED  
 EH0189  ___________________________________________________________________
 EH0189  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EH0189  DYNAMIC HT  -          99.117 (meters)     325.19  (feet)  COMP
 EH0189  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EH0189
 EH0189  VERT ORDER  -  SECOND    CLASS 0
 EH0189
 EH0189.The horizontal coordinates were scaled from a topographic map and have
 EH0189.an estimated accuracy of +/- 6 seconds.
 EH0189
 EH0189.The orthometric height was determined by differential leveling
 EH0189.and adjusted in June 1991.
 EH0189
 EH0189.The geoid height was determined by GEOID03.
 EH0189
 EH0189.The dynamic height is computed by dividing the NAVD 88
 EH0189.geopotential number by the normal gravity value computed on the
 EH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0189.degrees latitude (g = 980.6199 gals.).
 EH0189
 EH0189.The modeled gravity was interpolated from observed gravity values.
 EH0189
 EH0189;                    North         East    Units  Estimated Accuracy
 EH0189;SPC MS W     -   602,520.      728,220.      MT  (+/- 180 meters Scaled)
 EH0189
 EH0189                          SUPERSEDED SURVEY CONTROL
 EH0189
 EH0189  NGVD 29 (??/??/??)   99.183  (m)          325.40   (f) ADJUSTED    2 0
 EH0189
 EH0189.Superseded values are not recommended for survey control.
 EH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0189.See file dsdata.txt to determine how the superseded data were derived.
 EH0189
 EH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717696(NAD 83)
 EH0189_MARKER: DB = BENCH MARK DISK
 EH0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0189_SP_SET: BRIDGE
 EH0189_STAMPING: B 37 (1934)
 EH0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0189
 EH0189  HISTORY     - Date     Condition        Report By
 EH0189  HISTORY     - 1934     MONUMENTED       CGS
 EH0189  HISTORY     - 1966     GOOD             MSHD
 EH0189  HISTORY     - 20030408 POOR             USACE
 EH0189  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EH0189
 EH0189                          STATION DESCRIPTION
 EH0189
 EH0189'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0189'8.6 MI N FROM HERNANDO.
 EH0189'TO REACH FROM THE EAST ENTRANCE OF THE DESOTO COUNTY COURTHOUSE IN
 EH0189'HERNANDO GO NORTHWEST ON U.S. HIGHWAY 51 FOR 8.2 MILES TO A
 EH0189'CROSSROADS, TURN LEFT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.7
 EH0189'MILE TO THE RAILROAD TRACK AND BRIDGE NO. J 407-24, AND THE MARK IN
 EH0189'THE NORTHWEST CORNER.  IT IS 192 FEET SOUTH OF SEMAPHORE J 407-2 AND
 EH0189'4.1 FEET WEST OF THE WEST RAIL.
 EH0189
 EH0189                          STATION RECOVERY (2003)
 EH0189
 EH0189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0189'MARK DESTROYED, BRIDGE REPLACED.
 EH0189
 EH0189                          STATION RECOVERY (2008)
 EH0189
 EH0189'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0189'MARK WAS DESTROYED BY BRIDGE IN WHICH IT WAS MOUNTED BEING REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1140 ***********************************************************************
 EG1140  DESIGNATION -  B 38
 EG1140  PID         -  EG1140
 EG1140  STATE/COUNTY-  MS/PANOLA
 EG1140  USGS QUAD   -  SARDIS SE (1982)
 EG1140
 EG1140                         *CURRENT SURVEY CONTROL
 EG1140  ___________________________________________________________________
 EG1140* NAD 83(1986)-  34 21 02.     (N)    089 51 12.     (W)     SCALED    
 EG1140* NAVD 88     -        94.492  (meters)     310.01   (feet)  ADJUSTED  
 EG1140  ___________________________________________________________________
 EG1140  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EG1140  DYNAMIC HT  -          94.400 (meters)     309.71  (feet)  COMP
 EG1140  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EG1140
 EG1140  VERT ORDER  -  SECOND    CLASS 0
 EG1140
 EG1140.The horizontal coordinates were scaled from a topographic map and have
 EG1140.an estimated accuracy of +/- 6 seconds.
 EG1140
 EG1140.The orthometric height was determined by differential leveling
 EG1140.and adjusted in June 1991.
 EG1140
 EG1140.The geoid height was determined by GEOID03.
 EG1140
 EG1140.The dynamic height is computed by dividing the NAVD 88
 EG1140.geopotential number by the normal gravity value computed on the
 EG1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1140.degrees latitude (g = 980.6199 gals.).
 EG1140
 EG1140.The modeled gravity was interpolated from observed gravity values.
 EG1140
 EG1140;                    North         East    Units  Estimated Accuracy
 EG1140;SPC MS W     -   537,940.      744,160.      MT  (+/- 180 meters Scaled)
 EG1140
 EG1140                          SUPERSEDED SURVEY CONTROL
 EG1140
 EG1140  NGVD 29 (??/??/92)   94.50   (m)          310.0    (f) COMPUTED    2 0
 EG1140
 EG1140.Superseded values are not recommended for survey control.
 EG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1140.See file dsdata.txt to determine how the superseded data were derived.
 EG1140
 EG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD375047(NAD 83)
 EG1140_MARKER: DB = BENCH MARK DISK
 EG1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1140_STAMPING: B 38 (1934)
 EG1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1140+STABILITY: SURFACE MOTION
 EG1140
 EG1140  HISTORY     - Date     Condition        Report By
 EG1140  HISTORY     - 1934     MONUMENTED       CGS
 EG1140  HISTORY     - 1967     POOR             MSHD
 EG1140  HISTORY     - 20080122 MARK NOT FOUND   MSDOT
 EG1140
 EG1140                          STATION DESCRIPTION
 EG1140
 EG1140'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1140'6.2 MI NE FROM BATESVILLE.
 EG1140'IT IS LOCATED APPROXIMATELY 6.2 MILES NORTHEAST OF BATESVILLE, 7 MILES
 EG1140'SOUTHEAST OF SARDIS AND IS IN THE NORTHEAST 1/4 OF SECTION 32, T 8S, R
 EG1140'6W.  TO REACH FROM THE THIRD DISTRICT OFFICE OF THE MISSISSIPPI
 EG1140'HIGHWAY PATROL IN BATESVILLE, GO (SOUTH) ON U.S. HIGHWAY 51 FOR 0.25
 EG1140'MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 6.  TURN LEFT (EAST)
 EG1140'AND CONTINUE ON MISSISSIPPI HIGHWAY 6 FOR 1.4 MILES TO 1-55. CONTINUE
 EG1140'(NORTHEAST) ON MISSISSIPPI HIGHWAY 6 FOR 4.65 MILES TO A CROSSROADS.
 EG1140'TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR 2.05 MILES TO A
 EG1140'SIDE ROAD AND THE MARK ON THE LEFT AS DESCRIBED. THE MARK IS A DISK
 EG1140'SET IN THE TOP OF A 8 IN. ROUND, CONCRETE POST. IT IS 83 FEET EAST OF
 EG1140'THE SOUTHEAST CORNER OF GRAYS GROCERY STORE, 62 FEET EAST SOUTHEAST OF
 EG1140'THE JUNCTION OF THE GRAVELED ROAD AND THE BLACK TOP ROAD, 49 FEET
 EG1140'NORTHEAST OF A 12 IN. CEDAR, 27 FEET SOUTH OF THE CENTER OF THE
 EG1140'GRAVELED ROAD AND 27 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD
 EG1140'AND ABOUT LEVEL WITH THE BLACKTOP ROAD AND PROJECTS 6 IN.
 EG1140
 EG1140                          STATION RECOVERY (2008)
 EG1140
 EG1140'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1216 ***********************************************************************
 EG1216  DESIGNATION -  B 39
 EG1216  PID         -  EG1216
 EG1216  STATE/COUNTY-  MS/DE SOTO
 EG1216  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1216
 EG1216                         *CURRENT SURVEY CONTROL
 EG1216  ___________________________________________________________________
 EG1216* NAD 83(1986)-  34 58 08.     (N)    089 50 00.     (W)     SCALED    
 EG1216* NAVD 88     -       104.277  (meters)     342.12   (feet)  ADJUSTED  
 EG1216  ___________________________________________________________________
 EG1216  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1216  DYNAMIC HT  -         104.179 (meters)     341.79  (feet)  COMP
 EG1216  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 EG1216
 EG1216  VERT ORDER  -  SECOND    CLASS 0
 EG1216
 EG1216.The horizontal coordinates were scaled from a topographic map and have
 EG1216.an estimated accuracy of +/- 6 seconds.
 EG1216
 EG1216.The orthometric height was determined by differential leveling
 EG1216.and adjusted in June 1991.
 EG1216
 EG1216.The geoid height was determined by GEOID03.
 EG1216
 EG1216.The dynamic height is computed by dividing the NAVD 88
 EG1216.geopotential number by the normal gravity value computed on the
 EG1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1216.degrees latitude (g = 980.6199 gals.).
 EG1216
 EG1216.The modeled gravity was interpolated from observed gravity values.
 EG1216
 EG1216;                    North         East    Units  Estimated Accuracy
 EG1216;SPC MS W     -   606,540.      745,660.      MT  (+/- 180 meters Scaled)
 EG1216
 EG1216                          SUPERSEDED SURVEY CONTROL
 EG1216
 EG1216  NGVD 29 (??/??/92)  104.237  (m)          341.98   (f) ADJ UNCH    2 0
 EG1216
 EG1216.Superseded values are not recommended for survey control.
 EG1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1216.See file dsdata.txt to determine how the superseded data were derived.
 EG1216
 EG1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD413732(NAD 83)
 EG1216_MARKER: DB = BENCH MARK DISK
 EG1216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1216_SP_SET: BRIDGE
 EG1216_STAMPING: B 39 (1934)
 EG1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1216+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 EG1216
 EG1216  HISTORY     - Date     Condition        Report By
 EG1216  HISTORY     - 1934     MONUMENTED       CGS
 EG1216  HISTORY     - 1966     GOOD             MSHD
 EG1216  HISTORY     - 20080417 GOOD             MSDOT
 EG1216
 EG1216                          STATION DESCRIPTION
 EG1216
 EG1216'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1216'0.5 MI NW FROM OLIVE BRANCH.
 EG1216'TO REACH FROM THE U.S. POST OFFICE IN OLIVE BRANCH GO NORTHWEST ON
 EG1216'PIGEON ROOST ROAD FOR 0.1 MILE TO THE INTERSECTION OF GERMAN TOWN
 EG1216'ROAD, TURN RIGHT (NORTH) AND CONTINUE NORTH ON GERMAN TOWN ROAD FOR
 EG1216'0.1 MILE TO THE INTERSECTION OF U.S. 78, TURN LEFT (NORTHWEST) ON
 EG1216'HIGHWAY 78 FOR 0.3 MILE TO A CREEK AND THE MARK ON THE RIGHT IN THE
 EG1216'SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE UNDER THE
 EG1216'RAILROAD TRACK.  IT IS APPROXIMATELY 400 FEET NORTHEAST OF THE CENTER
 EG1216'OF HIGHWAY 78 AND 17 FEET SOUTHWEST OF THE SOUTH RAIL.
 EG1216
 EG1216                          STATION RECOVERY (2008)
 EG1216
 EG1216'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1216'THE BRIDGE NAMED IN THE PREVIOUS DESCRIPTION IS THE CAMP CREEK BRIDGE
 EG1216'OR CULVERT UNDER THE RAILROAD TRACKS. THE MARK IS LOCATED IN THE EAST
 EG1216'END OF THE SOUTH HEADWALL FOR THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1029 ***********************************************************************
 EG1029  DESIGNATION -  B 40
 EG1029  PID         -  EG1029
 EG1029  STATE/COUNTY-  MS/UNION
 EG1029  USGS QUAD   -  HICKORY FLAT (1982)
 EG1029
 EG1029                         *CURRENT SURVEY CONTROL
 EG1029  ___________________________________________________________________
 EG1029* NAD 83(1986)-  34 34 37.     (N)    089 07 46.     (W)     SCALED    
 EG1029* NAVD 88     -       124.281  (meters)     407.75   (feet)  ADJUSTED  
 EG1029  ___________________________________________________________________
 EG1029  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EG1029  DYNAMIC HT  -         124.162 (meters)     407.35  (feet)  COMP
 EG1029  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EG1029
 EG1029  VERT ORDER  -  SECOND    CLASS 0
 EG1029
 EG1029.The horizontal coordinates were scaled from a topographic map and have
 EG1029.an estimated accuracy of +/- 6 seconds.
 EG1029
 EG1029.The orthometric height was determined by differential leveling
 EG1029.and adjusted in June 1991.
 EG1029
 EG1029.The geoid height was determined by GEOID03.
 EG1029
 EG1029.The dynamic height is computed by dividing the NAVD 88
 EG1029.geopotential number by the normal gravity value computed on the
 EG1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1029.degrees latitude (g = 980.6199 gals.).
 EG1029
 EG1029.The modeled gravity was interpolated from observed gravity values.
 EG1029
 EG1029;                    North         East    Units  Estimated Accuracy
 EG1029;SPC MS E     -   562,980.      272,830.      MT  (+/- 180 meters Scaled)
 EG1029
 EG1029                          SUPERSEDED SURVEY CONTROL
 EG1029
 EG1029  NGVD 29 (??/??/92)  124.272  (m)          407.72   (f) ADJ UNCH    2 0
 EG1029
 EG1029.Superseded values are not recommended for survey control.
 EG1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1029.See file dsdata.txt to determine how the superseded data were derived.
 EG1029
 EG1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD046281(NAD 83)
 EG1029_MARKER: DB = BENCH MARK DISK
 EG1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1029_STAMPING: B-40 1934
 EG1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1029+STABILITY: SURFACE MOTION
 EG1029
 EG1029  HISTORY     - Date     Condition        Report By
 EG1029  HISTORY     - 1934     MONUMENTED       CGS
 EG1029  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG1029  HISTORY     - 20080603 MARK NOT FOUND   MSDOT
 EG1029
 EG1029                          STATION DESCRIPTION
 EG1029
 EG1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1029'4.9 MI SE FROM HICKORY FLAT.
 EG1029'4.9 MILES SOUTHEAST OF ST. L. AND S.F. STATION AT HICKORY FLAT 201
 EG1029'FEET SOUTHWEST OF MILE POST 553.  36 FEET WEST OF CENTERLINE OF ST.
 EG1029'LOUIS AND SAN FRANCISCO RAILROAD.  36 FEET EAST OF CENTERLINE OF U. S.
 EG1029'HIGHWAY 78.
 EG1029
 EG1029                          STATION RECOVERY (1962)
 EG1029
 EG1029'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1029'MARK NOT FOUND.
 EG1029
 EG1029                          STATION RECOVERY (2008)
 EG1029
 EG1029'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1029'MARK APPARENTLY DESTROYED BY RAILROAD CONSTRUCTION AND ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0931 ***********************************************************************
 EG0931  DESIGNATION -  B 41
 EG0931  PID         -  EG0931
 EG0931  STATE/COUNTY-  MS/TIPPAH
 EG0931  USGS QUAD   -  WALNUT (1982)
 EG0931
 EG0931                         *CURRENT SURVEY CONTROL
 EG0931  ___________________________________________________________________
 EG0931* NAD 83(1986)-  34 57 08.     (N)    088 53 57.     (W)     SCALED    
 EG0931* NAVD 88     -       145.370  (meters)     476.93   (feet)  ADJUSTED  
 EG0931  ___________________________________________________________________
 EG0931  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EG0931  DYNAMIC HT  -         145.231 (meters)     476.48  (feet)  COMP
 EG0931  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EG0931
 EG0931  VERT ORDER  -  SECOND    CLASS 0
 EG0931
 EG0931.The horizontal coordinates were scaled from a topographic map and have
 EG0931.an estimated accuracy of +/- 6 seconds.
 EG0931
 EG0931.The orthometric height was determined by differential leveling
 EG0931.and adjusted in June 1991.
 EG0931
 EG0931.The geoid height was determined by GEOID03.
 EG0931
 EG0931.The dynamic height is computed by dividing the NAVD 88
 EG0931.geopotential number by the normal gravity value computed on the
 EG0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0931.degrees latitude (g = 980.6199 gals.).
 EG0931
 EG0931.The modeled gravity was interpolated from observed gravity values.
 EG0931
 EG0931;                    North         East    Units  Estimated Accuracy
 EG0931;SPC MS E     -   604,580.      293,990.      MT  (+/- 180 meters Scaled)
 EG0931
 EG0931                          SUPERSEDED SURVEY CONTROL
 EG0931
 EG0931  NGVD 29 (??/??/92)  145.338  (m)          476.83   (f) ADJ UNCH    2 0
 EG0931
 EG0931.Superseded values are not recommended for survey control.
 EG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0931.See file dsdata.txt to determine how the superseded data were derived.
 EG0931
 EG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD265693(NAD 83)
 EG0931_MARKER: DB = BENCH MARK DISK
 EG0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0931_STAMPING: B 41 1934
 EG0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0931+STABILITY: SURFACE MOTION
 EG0931
 EG0931  HISTORY     - Date     Condition        Report By
 EG0931  HISTORY     - 1934     MONUMENTED       CGS
 EG0931  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0931  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0931
 EG0931                          STATION DESCRIPTION
 EG0931
 EG0931'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0931'7.8 MI S FROM MIDDLETON.
 EG0931'THE MARK IS LOCATED 7.8 MILES SOUTH ALONG THE GULF, MOBILE, AND
 EG0931'NORTHERN RAILROAD FROM THE SOUTHERN RAILWAY STATION AT MIDDLETON,
 EG0931'HARDEMAN COUNTY, TENN., 2 POLES SOUTH OF MILEPOST 361, 30 FEET WEST OF
 EG0931'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 41 1934 AND
 EG0931'SET IN THE TOP OF A CONCRETE POST.
 EG0931
 EG0931                          STATION RECOVERY (1979)
 EG0931
 EG0931'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1071 ***********************************************************************
 EG1071  DESIGNATION -  B 42
 EG1071  PID         -  EG1071
 EG1071  STATE/COUNTY-  MS/PONTOTOC
 EG1071  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1071
 EG1071                         *CURRENT SURVEY CONTROL
 EG1071  ___________________________________________________________________
 EG1071* NAD 83(1986)-  34 15 52.     (N)    089 01 08.     (W)     SCALED    
 EG1071* NAVD 88     -       137.120  (meters)     449.87   (feet)  ADJUSTED  
 EG1071  ___________________________________________________________________
 EG1071  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EG1071  DYNAMIC HT  -         136.983 (meters)     449.42  (feet)  COMP
 EG1071  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 EG1071
 EG1071  VERT ORDER  -  SECOND    CLASS 0
 EG1071
 EG1071.The horizontal coordinates were scaled from a topographic map and have
 EG1071.an estimated accuracy of +/- 6 seconds.
 EG1071
 EG1071.The orthometric height was determined by differential leveling
 EG1071.and adjusted in June 1991.
 EG1071
 EG1071.The geoid height was determined by GEOID03.
 EG1071
 EG1071.The dynamic height is computed by dividing the NAVD 88
 EG1071.geopotential number by the normal gravity value computed on the
 EG1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1071.degrees latitude (g = 980.6199 gals.).
 EG1071
 EG1071.The modeled gravity was interpolated from observed gravity values.
 EG1071
 EG1071;                    North         East    Units  Estimated Accuracy
 EG1071;SPC MS E     -   528,300.      282,910.      MT  (+/- 180 meters Scaled)
 EG1071
 EG1071                          SUPERSEDED SURVEY CONTROL
 EG1071
 EG1071  NGVD 29 (??/??/92)  137.064  (m)          449.68   (f) ADJ UNCH    2 0
 EG1071
 EG1071.Superseded values are not recommended for survey control.
 EG1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1071.See file dsdata.txt to determine how the superseded data were derived.
 EG1071
 EG1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC141933(NAD 83)
 EG1071_MARKER: DB = BENCH MARK DISK
 EG1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1071_STAMPING: B-42 1935
 EG1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1071+STABILITY: SURFACE MOTION
 EG1071
 EG1071  HISTORY     - Date     Condition        Report By
 EG1071  HISTORY     - 1935     MONUMENTED       CGS
 EG1071  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG1071  HISTORY     - 1975     MARK NOT FOUND   USGS
 EG1071
 EG1071                          STATION DESCRIPTION
 EG1071
 EG1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1071'2.3 MI N FROM PONTOTOC.
 EG1071'2.3 MILES NORTH OF G M AND N DEPOT AT PONTOTOC 50 FEET WEST OF
 EG1071'CENTERLINE OF GULF MOBILE AND NORTHERN RAILROAD.  50 FEET EAST OF
 EG1071'CENTERLINE OF STATE HIGHWAY 15.  320 FEET SOUTHWEST OF LARGE BROWN
 EG1071'FARM HOUSE.
 EG1071
 EG1071                          STATION RECOVERY (1962)
 EG1071
 EG1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG1071'MARK NOT FOUND.
 EG1071
 EG1071                          STATION RECOVERY (1975)
 EG1071
 EG1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EG1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1193 ***********************************************************************
 DJ1193  DESIGNATION -  B 43
 DJ1193  PID         -  DJ1193
 DJ1193  STATE/COUNTY-  MS/WEBSTER
 DJ1193  USGS QUAD   -  MANTEE (1972)
 DJ1193
 DJ1193                         *CURRENT SURVEY CONTROL
 DJ1193  ___________________________________________________________________
 DJ1193* NAD 83(1986)-  33 41 09.     (N)    089 03 38.     (W)     SCALED    
 DJ1193* NAVD 88     -       105.132  (meters)     344.92   (feet)  ADJUSTED  
 DJ1193  ___________________________________________________________________
 DJ1193  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ1193  DYNAMIC HT  -         105.021 (meters)     344.56  (feet)  COMP
 DJ1193  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 DJ1193
 DJ1193  VERT ORDER  -  SECOND    CLASS 0
 DJ1193
 DJ1193.The horizontal coordinates were scaled from a topographic map and have
 DJ1193.an estimated accuracy of +/- 6 seconds.
 DJ1193
 DJ1193.The orthometric height was determined by differential leveling
 DJ1193.and adjusted in June 1991.
 DJ1193
 DJ1193.The geoid height was determined by GEOID03.
 DJ1193
 DJ1193.The dynamic height is computed by dividing the NAVD 88
 DJ1193.geopotential number by the normal gravity value computed on the
 DJ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1193.degrees latitude (g = 980.6199 gals.).
 DJ1193
 DJ1193.The modeled gravity was interpolated from observed gravity values.
 DJ1193
 DJ1193;                    North         East    Units  Estimated Accuracy
 DJ1193;SPC MS E     -   464,130.      278,930.      MT  (+/- 180 meters Scaled)
 DJ1193
 DJ1193                          SUPERSEDED SURVEY CONTROL
 DJ1193
 DJ1193  NGVD 29 (??/??/92)  105.070  (m)          344.72   (f) ADJ UNCH    2 0
 DJ1193
 DJ1193.Superseded values are not recommended for survey control.
 DJ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1193.See file dsdata.txt to determine how the superseded data were derived.
 DJ1193
 DJ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC089292(NAD 83)
 DJ1193_MARKER: DB = BENCH MARK DISK
 DJ1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1193_STAMPING: B 43 1935
 DJ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1193+STABILITY: SURFACE MOTION
 DJ1193
 DJ1193  HISTORY     - Date     Condition        Report By
 DJ1193  HISTORY     - 1935     MONUMENTED       CGS
 DJ1193  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1193  HISTORY     - 1972     MARK NOT FOUND   USGS
 DJ1193  HISTORY     - 20000821 MARK NOT FOUND   NGS
 DJ1193
 DJ1193                          STATION DESCRIPTION
 DJ1193
 DJ1193'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1193'9.4 MI N FROM MABEN.
 DJ1193'IN WEBSTER COUNTY, 9.4 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO
 DJ1193'RAILROAD FROM THE STATION AT MABEN, OKTIBBEHA COUNTY, 669 FEET SOUTH
 DJ1193'OF MILEPOST 267, 36 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 5
 DJ1193'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED B 43 1935 AND SET IN
 DJ1193'THE TOP OF A CONCRETE POST.
 DJ1193
 DJ1193                          STATION RECOVERY (1972)
 DJ1193
 DJ1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DJ1193'MARK NOT FOUND.
 DJ1193
 DJ1193                          STATION RECOVERY (2000)
 DJ1193
 DJ1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1193'FOUND RR BED, ALL DOZERED UP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0895 ***********************************************************************
 EG0895  DESIGNATION -  B 44
 EG0895  PID         -  EG0895
 EG0895  STATE/COUNTY-  MS/UNION
 EG0895  USGS QUAD   -  KEOWNVILLE (1982)
 EG0895
 EG0895                         *CURRENT SURVEY CONTROL
 EG0895  ___________________________________________________________________
 EG0895* NAD 83(1986)-  34 30 10.     (N)    088 56 34.     (W)     SCALED    
 EG0895* NAVD 88     -       159.921  (meters)     524.67   (feet)  POSTED    
 EG0895  ___________________________________________________________________
 EG0895  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EG0895  DYNAMIC HT  -         159.770 (meters)     524.18  (feet)  COMP
 EG0895  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 EG0895
 EG0895  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0895
 EG0895.The horizontal coordinates were scaled from a topographic map and have
 EG0895.an estimated accuracy of +/- 6 seconds.
 EG0895
 EG0895.The orthometric height was determined by differential leveling
 EG0895.and adjusted by the  in 1992.
 EG0895.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0895.rate of 0.0 thru 1.0 mm/km.
 EG0895
 EG0895.The geoid height was determined by GEOID03.
 EG0895
 EG0895.The dynamic height is computed by dividing the NAVD 88
 EG0895.geopotential number by the normal gravity value computed on the
 EG0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0895.degrees latitude (g = 980.6199 gals.).
 EG0895
 EG0895.The modeled gravity was interpolated from observed gravity values.
 EG0895
 EG0895;                    North         East    Units  Estimated Accuracy
 EG0895;SPC MS E     -   554,720.      289,950.      MT  (+/- 180 meters Scaled)
 EG0895
 EG0895                          SUPERSEDED SURVEY CONTROL
 EG0895
 EG0895  NGVD 29 (??/??/92)  159.886  (m)          524.56   (f) ADJ UNCH    2 0
 EG0895
 EG0895.Superseded values are not recommended for survey control.
 EG0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0895.See file dsdata.txt to determine how the superseded data were derived.
 EG0895
 EG0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD216196(NAD 83)
 EG0895_MARKER: DB = BENCH MARK DISK
 EG0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0895_STAMPING: B-44 1934
 EG0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0895+STABILITY: SURFACE MOTION
 EG0895
 EG0895  HISTORY     - Date     Condition        Report By
 EG0895  HISTORY     - 1934     MONUMENTED       CGS
 EG0895  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG0895  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0895  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG0895
 EG0895                          STATION DESCRIPTION
 EG0895
 EG0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG0895'4.3 MI E FROM NEW ALBANY.
 EG0895'4.3 MILES EAST OF ST. L AND SF RR DEPOT AT NEW ALBANY 36 FEET SOUTH OF
 EG0895'CENTERLINE OF WHEELER-NEW ALBANY ROAD.  112 FEET WEST OF WEST ENTRANCE
 EG0895'TO BAPTIST CHURCH.  320 FEET WEST OF BAKER SERVICE STATION AND STORE.
 EG0895'14 FEET WEST OF PRIVATE ROAD TO THE SOUTH.
 EG0895
 EG0895                          STATION RECOVERY (1962)
 EG0895
 EG0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0895'MARK NOT FOUND.
 EG0895
 EG0895                          STATION RECOVERY (1977)
 EG0895
 EG0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0895'MARK NOT FOUND.
 EG0895
 EG0895                          STATION RECOVERY (2002)
 EG0895
 EG0895'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG0895'REFERENCE FOR MARK NO LONGER EXISTS IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0630 ***********************************************************************
 DK0630  DESIGNATION -  B 47
 DK0630  PID         -  DK0630
 DK0630  STATE/COUNTY-  MS/BOLIVAR
 DK0630  USGS QUAD   -  CLEVELAND (1966)
 DK0630
 DK0630                         *CURRENT SURVEY CONTROL
 DK0630  ___________________________________________________________________
 DK0630* NAD 83(1986)-  33 38 27.     (N)    090 44 50.     (W)     SCALED    
 DK0630* NAVD 88     -        39.796  (meters)     130.56   (feet)  ADJUSTED  
 DK0630  ___________________________________________________________________
 DK0630  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0630  DYNAMIC HT  -          39.754 (meters)     130.43  (feet)  COMP
 DK0630  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DK0630
 DK0630  VERT ORDER  -  SECOND    CLASS 0
 DK0630
 DK0630.The horizontal coordinates were scaled from a topographic map and have
 DK0630.an estimated accuracy of +/- 6 seconds.
 DK0630
 DK0630.The orthometric height was determined by differential leveling
 DK0630.and adjusted in June 1991.
 DK0630
 DK0630.The geoid height was determined by GEOID03.
 DK0630
 DK0630.The dynamic height is computed by dividing the NAVD 88
 DK0630.geopotential number by the normal gravity value computed on the
 DK0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0630.degrees latitude (g = 980.6199 gals.).
 DK0630
 DK0630.The modeled gravity was interpolated from observed gravity values.
 DK0630
 DK0630;                    North         East    Units  Estimated Accuracy
 DK0630;SPC MS W     -   459,190.      661,610.      MT  (+/- 180 meters Scaled)
 DK0630
 DK0630                          SUPERSEDED SURVEY CONTROL
 DK0630
 DK0630  NGVD 29 (??/??/??)   39.922  (m)          130.98   (f) ADJUSTED    2 0
 DK0630
 DK0630.Superseded values are not recommended for survey control.
 DK0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0630.See file dsdata.txt to determine how the superseded data were derived.
 DK0630
 DK0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT089246(NAD 83)
 DK0630_MARKER: DD = SURVEY DISK
 DK0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0630_STAMPING: B 47 1935
 DK0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0630+STABILITY: SURFACE MOTION
 DK0630
 DK0630  HISTORY     - Date     Condition        Report By
 DK0630  HISTORY     - 1935     MONUMENTED       CGS
 DK0630  HISTORY     - 1972     GOOD             MSHD
 DK0630
 DK0630                          STATION DESCRIPTION
 DK0630
 DK0630'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0630'3 MI NE FROM SHAW.
 DK0630'THE MARK IS LOCATED 3 MILES NORTHEAST OF SHAW ON THE SOUTHEAST ROW OF
 DK0630'THE ILLINOIS CENTRAL RAILROAD TRACK AND NEAR THE NORTHWEST ROW OF U.S.
 DK0630'HIGHWAY 61, 4.6 MILES SOUTHWEST OF BOYLE IN THE NORTHEAST 1/4 OF
 DK0630'SECTION 30, T 21N, R 5W.  IT IS 50.5 FEET NORTHWEST OF THE CENTER OF
 DK0630'HIGHWAY 61, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 132 FEET
 DK0630'NORTHEAST OF MILEPOST 121, 57 FEET SOUTHEAST OF POLE NO. 5030, 58 FEET
 DK0630'SOUTHWEST OF A TELEPHONE POLE ON LINE WITH A ROW OF POLES 1 FOOT
 DK0630'NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 DK0630'CYLINDER ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 DK0630'INCHES.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 448 AND U.S.
 DK0630'HIGHWAY 61 IN SHAW GO NORTH ON U.S. HIGHWAY 61 FOR 2.2 MILES TO A
 DK0630'CROSSROAD.  CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 0.9 MILE TO THE
 DK0630'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0455 ***********************************************************************
 DK0455  DESIGNATION -  B 49
 DK0455  PID         -  DK0455
 DK0455  STATE/COUNTY-  MS/HUMPHREYS
 DK0455  USGS QUAD   -  BELLEWOOD (1965)
 DK0455
 DK0455                         *CURRENT SURVEY CONTROL
 DK0455  ___________________________________________________________________
 DK0455* NAD 83(1986)-  33 07 34.     (N)    090 31 03.     (W)     SCALED    
 DK0455* NAVD 88     -        32.644  (meters)     107.10   (feet)  ADJUSTED  
 DK0455  ___________________________________________________________________
 DK0455  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0455  DYNAMIC HT  -          32.609 (meters)     106.98  (feet)  COMP
 DK0455  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DK0455
 DK0455  VERT ORDER  -  SECOND    CLASS 0
 DK0455
 DK0455.The horizontal coordinates were scaled from a topographic map and have
 DK0455.an estimated accuracy of +/- 6 seconds.
 DK0455
 DK0455.The orthometric height was determined by differential leveling
 DK0455.and adjusted in June 1991.
 DK0455
 DK0455.The geoid height was determined by GEOID03.
 DK0455
 DK0455.The dynamic height is computed by dividing the NAVD 88
 DK0455.geopotential number by the normal gravity value computed on the
 DK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0455.degrees latitude (g = 980.6199 gals.).
 DK0455
 DK0455.The modeled gravity was interpolated from observed gravity values.
 DK0455
 DK0455;                    North         East    Units  Estimated Accuracy
 DK0455;SPC MS W     -   402,040.      682,810.      MT  (+/- 180 meters Scaled)
 DK0455
 DK0455                          SUPERSEDED SURVEY CONTROL
 DK0455
 DK0455  NGVD 29 (??/??/??)   32.719  (m)          107.35   (f) ADJUSTED    2 0
 DK0455
 DK0455.Superseded values are not recommended for survey control.
 DK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0455.See file dsdata.txt to determine how the superseded data were derived.
 DK0455
 DK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS316680(NAD 83)
 DK0455_MARKER: DB = BENCH MARK DISK
 DK0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0455_STAMPING: B 49 1935
 DK0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0455+STABILITY: SURFACE MOTION
 DK0455
 DK0455  HISTORY     - Date     Condition        Report By
 DK0455  HISTORY     - 1935     MONUMENTED       CGS
 DK0455  HISTORY     - 1964     GOOD             USGS
 DK0455  HISTORY     - 1974     POOR             MSHD
 DK0455
 DK0455                          STATION DESCRIPTION
 DK0455
 DK0455'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DK0455'2.4 MI N FROM SILVER CITY.
 DK0455'BELZONI, 3.5 MI. SOUTH AND 1.8 MI. WEST OF.  T 15 N, R 3 W, APPROX.
 DK0455'0.1 MI. EAST OF 1/4-COR. BETWEEN SECS. 20 AND 21.  ON THE RIGHT-OF-WAY
 DK0455'OF THE ILLINOIS CENTRAL RAILROAD.  41 FT. WEST OF THE C/L OF THE
 DK0455'TRACK, 116 FT. EAST OF C/L OF HWY. 49W, 58 FT. NORTH OF SMALL DRAINAGE
 DK0455'DITCH, 1 FT. WEST OF A STD. WITNESS MARK SIGN, IN A CONC. POST, A STD.
 DK0455'TABLET STAMPED B 49 1935.
 DK0455'NOTE-THE MARK IS LEANING TO THE SOUTH AND THE DISK HAS BEEN SCORED
 DK0455'MAKING THE STAMPING ALMOST IMPOSSIBLE TO READ.
 DK0455
 DK0455                          STATION RECOVERY (1974)
 DK0455
 DK0455'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0455'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0043 ***********************************************************************
 DK0043  DESIGNATION -  B 5
 DK0043  PID         -  DK0043
 DK0043  STATE/COUNTY-  MS/CARROLL
 DK0043  USGS QUAD   -  BROWNING (1982)
 DK0043
 DK0043                         *CURRENT SURVEY CONTROL
 DK0043  ___________________________________________________________________
 DK0043* NAD 83(1986)-  33 31 09.     (N)    090 03 16.     (W)     SCALED    
 DK0043* NAVD 88     -        51.953  (meters)     170.45   (feet)  ADJUSTED  
 DK0043  ___________________________________________________________________
 DK0043  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0043  DYNAMIC HT  -          51.900 (meters)     170.28  (feet)  COMP
 DK0043  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 DK0043
 DK0043  VERT ORDER  -  FIRST     CLASS II
 DK0043
 DK0043.The horizontal coordinates were scaled from a topographic map and have
 DK0043.an estimated accuracy of +/- 6 seconds.
 DK0043
 DK0043.The orthometric height was determined by differential leveling
 DK0043.and adjusted in June 1991.
 DK0043
 DK0043.The geoid height was determined by GEOID03.
 DK0043
 DK0043.The dynamic height is computed by dividing the NAVD 88
 DK0043.geopotential number by the normal gravity value computed on the
 DK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0043.degrees latitude (g = 980.6199 gals.).
 DK0043
 DK0043.The modeled gravity was interpolated from observed gravity values.
 DK0043
 DK0043;                    North         East    Units  Estimated Accuracy
 DK0043;SPC MS W     -   445,650.      725,910.      MT  (+/- 180 meters Scaled)
 DK0043
 DK0043                          SUPERSEDED SURVEY CONTROL
 DK0043
 DK0043  NGVD 29 (??/??/??)   52.012  (m)          170.64   (f) ADJUSTED    1 2
 DK0043
 DK0043.Superseded values are not recommended for survey control.
 DK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0043.See file dsdata.txt to determine how the superseded data were derived.
 DK0043
 DK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT735127(NAD 83)
 DK0043_MARKER: DB = BENCH MARK DISK
 DK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0043+STABILITY: SURFACE MOTION
 DK0043
 DK0043  HISTORY     - Date     Condition        Report By
 DK0043  HISTORY     - 1933     MONUMENTED       CGS
 DK0043  HISTORY     - 1933     GOOD             CGS
 DK0043  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0043
 DK0043                          STATION DESCRIPTION
 DK0043
 DK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DK0043'IN VALLEY HILL.
 DK0043'LOCATED 30 FT. WEST OF STATION VALLEY HILL, C. AND G. R.R. ABOUT 210
 DK0043'FT. EAST OF BRIDGE NO. 105.7.  10.5 FT. SOUTH OF SOUTH RAIL.
 DK0043
 DK0043                          STATION RECOVERY (1968)
 DK0043
 DK0043'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0172 ***********************************************************************
 CP0172  DESIGNATION -  B 51
 CP0172  PID         -  CP0172
 CP0172  STATE/COUNTY-  MS/YAZOO
 CP0172  USGS QUAD   -  BENTON (1988)
 CP0172
 CP0172                         *CURRENT SURVEY CONTROL
 CP0172  ___________________________________________________________________
 CP0172* NAD 83(1986)-  32 50 26.     (N)    090 21 57.     (W)     SCALED    
 CP0172* NAVD 88     -       103.539  (meters)     339.69   (feet)  ADJUSTED  
 CP0172  ___________________________________________________________________
 CP0172  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0172  DYNAMIC HT  -         103.424 (meters)     339.32  (feet)  COMP
 CP0172  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CP0172
 CP0172  VERT ORDER  -  SECOND    CLASS 0
 CP0172
 CP0172.The horizontal coordinates were scaled from a topographic map and have
 CP0172.an estimated accuracy of +/- 6 seconds.
 CP0172
 CP0172.The orthometric height was determined by differential leveling
 CP0172.and adjusted in June 1991.
 CP0172
 CP0172.The geoid height was determined by GEOID03.
 CP0172
 CP0172.The dynamic height is computed by dividing the NAVD 88
 CP0172.geopotential number by the normal gravity value computed on the
 CP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0172.degrees latitude (g = 980.6199 gals.).
 CP0172
 CP0172.The modeled gravity was interpolated from observed gravity values.
 CP0172
 CP0172;                    North         East    Units  Estimated Accuracy
 CP0172;SPC MS W     -   370,360.      696,960.      MT  (+/- 180 meters Scaled)
 CP0172
 CP0172                          SUPERSEDED SURVEY CONTROL
 CP0172
 CP0172  NGVD 29 (??/??/92)  103.626  (m)          339.98   (f) ADJ UNCH    2 0
 CP0172
 CP0172.Superseded values are not recommended for survey control.
 CP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0172.See file dsdata.txt to determine how the superseded data were derived.
 CP0172
 CP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS465366(NAD 83)
 CP0172_MARKER: DB = BENCH MARK DISK
 CP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0172_STAMPING: B 51 (1935)
 CP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0172+STABILITY: SURFACE MOTION
 CP0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0172+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 CP0172
 CP0172  HISTORY     - Date     Condition        Report By
 CP0172  HISTORY     - 1935     MONUMENTED       CGS
 CP0172  HISTORY     - 1966     GOOD             MSHD
 CP0172  HISTORY     - 20050805 GOOD             GEOCAC
 CP0172
 CP0172                          STATION DESCRIPTION
 CP0172
 CP0172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0172'3.0 MI E FROM YAZOO CITY.
 CP0172'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0172'HIGHWAY 49 WEST FOR 1.7 MILES TO THE JUNCTIONS OF U.S. HIGHWAY 49 EAST
 CP0172'AND MISSISSIPPI HIGHWAY 16, CONTINUE EAST ON HIGHWAY 16 FOR 1.25 MILES
 CP0172'TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
 CP0172
 CP0172                          STATION RECOVERY (2005)
 CP0172
 CP0172'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 CP0172'THE ROAD PREVIOUSLY DESCRIBED AT MISSISSIPPI HIGHWAY 16 IS NOW NAMED
 CP0172'OLD BENTON ROAD.  A NEW STATE HIGHWAY 16 PARALLELS THIS ROAD ABOUT 0.5
 CP0172'MILES TO THE SOUTH.  THE PREVIOUSLY DESCRIBED SIDE ROAD LEFT IS
 CP0172'ROGERS ROAD.  ROGERS ROAD INTERSECTS OLD BENTON ROAD IN TWO PLACES,
 CP0172'AND THE STATION IS LOCATED NEAR THE MORE EASTERLY OF THE TWO
 CP0172'INTERSECTIONS.  HANDHELD COORDINATES ARE N32-50-28.02 W090-21-57.42.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0945 ***********************************************************************
 CO0945  DESIGNATION -  B 52
 CO0945  PID         -  CO0945
 CO0945  STATE/COUNTY-  MS/LEAKE
 CO0945  USGS QUAD   -  OFAHOMA (1989)
 CO0945
 CO0945                         *CURRENT SURVEY CONTROL
 CO0945  ___________________________________________________________________
 CO0945* NAD 83(1986)-  32 42 20.     (N)    089 43 00.     (W)     SCALED    
 CO0945* NAVD 88     -       108.049  (meters)     354.49   (feet)  ADJUSTED  
 CO0945  ___________________________________________________________________
 CO0945  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CO0945  DYNAMIC HT  -         107.926 (meters)     354.09  (feet)  COMP
 CO0945  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CO0945
 CO0945  VERT ORDER  -  SECOND    CLASS 0
 CO0945
 CO0945.The horizontal coordinates were scaled from a topographic map and have
 CO0945.an estimated accuracy of +/- 6 seconds.
 CO0945
 CO0945.The orthometric height was determined by differential leveling
 CO0945.and adjusted in June 1991.
 CO0945
 CO0945.The geoid height was determined by GEOID03.
 CO0945
 CO0945.The dynamic height is computed by dividing the NAVD 88
 CO0945.geopotential number by the normal gravity value computed on the
 CO0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0945.degrees latitude (g = 980.6199 gals.).
 CO0945
 CO0945.The modeled gravity was interpolated from observed gravity values.
 CO0945
 CO0945;                    North         East    Units  Estimated Accuracy
 CO0945;SPC MS E     -   355,730.      217,180.      MT  (+/- 180 meters Scaled)
 CO0945
 CO0945                          SUPERSEDED SURVEY CONTROL
 CO0945
 CO0945  NGVD 29 (??/??/92)  108.083  (m)          354.60   (f) ADJ UNCH    2 0
 CO0945
 CO0945.Superseded values are not recommended for survey control.
 CO0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0945.See file dsdata.txt to determine how the superseded data were derived.
 CO0945
 CO0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB453219(NAD 83)
 CO0945_MARKER: DB = BENCH MARK DISK
 CO0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0945_STAMPING: B 52 1935
 CO0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0945+STABILITY: SURFACE MOTION
 CO0945
 CO0945  HISTORY     - Date     Condition        Report By
 CO0945  HISTORY     - 1935     MONUMENTED       CGS
 CO0945  HISTORY     - 1960     MARK NOT FOUND   NGS
 CO0945  HISTORY     - 1964     MARK NOT FOUND   NGS
 CO0945
 CO0945                          STATION DESCRIPTION
 CO0945
 CO0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CO0945'11.8 MI W FROM CARTHAGE.
 CO0945'11.8 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 CO0945'CARTHAGE, LEAKE COUNTY, 150 FEET NORTHEAST OF A SMALL FRAME FARMHOUSE
 CO0945'ON THE SOUTHEAST SIDE OF THE ROAD, AND 40 FEET SOUTHEAST OF THE
 CO0945'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 52 1935 AND SET
 CO0945'IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION NOT ADEQUATE FOR
 CO0945'GOOD LOCATION OF MARK.
 CO0945
 CO0945                          STATION RECOVERY (1964)
 CO0945
 CO0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1357 ***********************************************************************
 DJ1357  DESIGNATION -  B 53
 DJ1357  PID         -  DJ1357
 DJ1357  STATE/COUNTY-  MS/MONTGOMERY
 DJ1357  USGS QUAD   -  WINONA (1966)
 DJ1357
 DJ1357                         *CURRENT SURVEY CONTROL
 DJ1357  ___________________________________________________________________
 DJ1357* NAD 83(1986)-  33 26 13.     (N)    089 44 39.     (W)     SCALED    
 DJ1357* NAVD 88     -       102.873  (meters)     337.51   (feet)  ADJUSTED  
 DJ1357  ___________________________________________________________________
 DJ1357  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DJ1357  DYNAMIC HT  -         102.764 (meters)     337.15  (feet)  COMP
 DJ1357  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DJ1357
 DJ1357  VERT ORDER  -  SECOND    CLASS 0
 DJ1357
 DJ1357.The horizontal coordinates were scaled from a topographic map and have
 DJ1357.an estimated accuracy of +/- 6 seconds.
 DJ1357
 DJ1357.The orthometric height was determined by differential leveling
 DJ1357.and adjusted in June 1991.
 DJ1357
 DJ1357.The geoid height was determined by GEOID03.
 DJ1357
 DJ1357.The dynamic height is computed by dividing the NAVD 88
 DJ1357.geopotential number by the normal gravity value computed on the
 DJ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1357.degrees latitude (g = 980.6199 gals.).
 DJ1357
 DJ1357.The modeled gravity was interpolated from observed gravity values.
 DJ1357
 DJ1357;                    North         East    Units  Estimated Accuracy
 DJ1357;SPC MS W     -   436,650.      754,780.      MT  (+/- 180 meters Scaled)
 DJ1357
 DJ1357                          SUPERSEDED SURVEY CONTROL
 DJ1357
 DJ1357  NGVD 29 (??/??/92)  102.876  (m)          337.52   (f) ADJ UNCH    2 0
 DJ1357
 DJ1357.Superseded values are not recommended for survey control.
 DJ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1357.See file dsdata.txt to determine how the superseded data were derived.
 DJ1357
 DJ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC448030(NAD 83)
 DJ1357_MARKER: DB = BENCH MARK DISK
 DJ1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1357_SP_SET: ABUTMENT
 DJ1357_STAMPING: B 53 1935
 DJ1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1357+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ1357
 DJ1357  HISTORY     - Date     Condition        Report By
 DJ1357  HISTORY     - 1935     MONUMENTED       CGS
 DJ1357  HISTORY     - 1968     GOOD             MSHD
 DJ1357  HISTORY     - 20080225 GOOD             MSDOT
 DJ1357
 DJ1357                          STATION DESCRIPTION
 DJ1357
 DJ1357'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1357'3.0 MI SSW FROM WINONA.
 DJ1357'THE MARK IS LOCATED 3.0 MILES SOUTH SOUTHWEST OF THE APPROXIMATE
 DJ1357'CENTER OF WINONA IN THE EAST END OF THE SOUTH ABUTMENT OF ILLINOIS
 DJ1357'CENTRAL RAILROAD BRIDGE NO. 643-8 AND NEAR THE CENTER OF SECTION 11, T
 DJ1357'18N, R 5E.  IT IS 6 FEET EAST OF THE EAST RAIL, 50 FEET NORTHEAST OF
 DJ1357'TELEPHONE LINE POLE NO. E 21, 41.5 FEET NORTHEAST OF A WHITE CONCRETE
 DJ1357'POST WITH A W ON IT, SET IN A DRILLED HOLE IN THE EAST END OF THE
 DJ1357'SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE AND IS ABOUT 4 FEET BELOW
 DJ1357'THE LEVEL OF THE TRACK.  TO REACH FROM THE U.S. POST OFFICE IN WINONA
 DJ1357'GO WEST ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DJ1357'HIGHWAY 51.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 4.0
 DJ1357'MILES TO A CROSSROADS.  TURN LEFT AND CONTINUE EAST AND NORTHEAST ON A
 DJ1357'NARROW ALL WEATHER ROAD FOR 0.8 MILE TO THE CROSSING OF THE ILLINOIS
 DJ1357'CENTRAL RAILROAD TRACK.  THE MARK IS LOCATED APPROXIMATELY 0.25 MILE
 DJ1357'NORTH OF THE CROSSING.
 DJ1357
 DJ1357                          STATION RECOVERY (2008)
 DJ1357
 DJ1357'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0188 ***********************************************************************
 CP0188  DESIGNATION -  B 54
 CP0188  PID         -  CP0188
 CP0188  STATE/COUNTY-  MS/YAZOO
 CP0188  USGS QUAD   -  VAUGHAN (1964)
 CP0188
 CP0188                         *CURRENT SURVEY CONTROL
 CP0188  ___________________________________________________________________
 CP0188* NAD 83(1986)-  32 50 28.     (N)    090 00 50.     (W)     SCALED    
 CP0188* NAVD 88     -        64.446  (meters)     211.44   (feet)  ADJUSTED  
 CP0188  ___________________________________________________________________
 CP0188  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CP0188  DYNAMIC HT  -          64.373 (meters)     211.20  (feet)  COMP
 CP0188  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CP0188
 CP0188  VERT ORDER  -  SECOND    CLASS 0
 CP0188
 CP0188.The horizontal coordinates were scaled from a topographic map and have
 CP0188.an estimated accuracy of +/- 6 seconds.
 CP0188
 CP0188.The orthometric height was determined by differential leveling
 CP0188.and adjusted in June 1991.
 CP0188
 CP0188.The geoid height was determined by GEOID03.
 CP0188
 CP0188.The dynamic height is computed by dividing the NAVD 88
 CP0188.geopotential number by the normal gravity value computed on the
 CP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0188.degrees latitude (g = 980.6199 gals.).
 CP0188
 CP0188.The modeled gravity was interpolated from observed gravity values.
 CP0188
 CP0188;                    North         East    Units  Estimated Accuracy
 CP0188;SPC MS W     -   370,460.      729,910.      MT  (+/- 180 meters Scaled)
 CP0188
 CP0188                          SUPERSEDED SURVEY CONTROL
 CP0188
 CP0188  NGVD 29 (??/??/92)   64.497  (m)          211.60   (f) ADJ UNCH    2 0
 CP0188
 CP0188.Superseded values are not recommended for survey control.
 CP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0188.See file dsdata.txt to determine how the superseded data were derived.
 CP0188
 CP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS795376(NAD 83)
 CP0188_MARKER: DB = BENCH MARK DISK
 CP0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0188_SP_SET: WING WALL
 CP0188_STAMPING: B 54 1935
 CP0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0188
 CP0188  HISTORY     - Date     Condition        Report By
 CP0188  HISTORY     - 1935     MONUMENTED       CGS
 CP0188  HISTORY     - 1967     GOOD             MSHD
 CP0188
 CP0188                          STATION DESCRIPTION
 CP0188
 CP0188'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0188'3.7 MI SW FROM PICKENS.
 CP0188'IN YAZOO COUNTY, 3.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 CP0188'RAILROAD FROM THE STATION AT PICKENS, HOLMES COUNTY, AT THE SOUTH END
 CP0188'OF BRIDGE 689.2, IN THE TOP OF THE SOUTHEAST WINGWALL, AND 12 FEET
 CP0188'EAST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0788 ***********************************************************************
 CP0788  DESIGNATION -  B 56
 CP0788  PID         -  CP0788
 CP0788  STATE/COUNTY-  MS/WARREN
 CP0788  USGS QUAD   -  REDWOOD (1962)
 CP0788
 CP0788                         *CURRENT SURVEY CONTROL
 CP0788  ___________________________________________________________________
 CP0788* NAD 83(1986)-  32 29 14.     (N)    090 48 55.     (W)     SCALED    
 CP0788* NAVD 88     -        32.209  (meters)     105.67   (feet)  ADJUSTED  
 CP0788  ___________________________________________________________________
 CP0788  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0788  DYNAMIC HT  -          32.173 (meters)     105.55  (feet)  COMP
 CP0788  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 CP0788
 CP0788  VERT ORDER  -  SECOND    CLASS 0
 CP0788
 CP0788.The horizontal coordinates were scaled from a topographic map and have
 CP0788.an estimated accuracy of +/- 6 seconds.
 CP0788
 CP0788.The orthometric height was determined by differential leveling
 CP0788.and adjusted in June 1991.
 CP0788
 CP0788.The geoid height was determined by GEOID03.
 CP0788
 CP0788.The dynamic height is computed by dividing the NAVD 88
 CP0788.geopotential number by the normal gravity value computed on the
 CP0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0788.degrees latitude (g = 980.6199 gals.).
 CP0788
 CP0788.The modeled gravity was interpolated from observed gravity values.
 CP0788
 CP0788;                    North         East    Units  Estimated Accuracy
 CP0788;SPC MS W     -   331,280.      654,700.      MT  (+/- 180 meters Scaled)
 CP0788
 CP0788                          SUPERSEDED SURVEY CONTROL
 CP0788
 CP0788  NGVD 29 (??/??/92)   32.291  (m)          105.94   (f) ADJ UNCH    2 0
 CP0788
 CP0788.Superseded values are not recommended for survey control.
 CP0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0788.See file dsdata.txt to determine how the superseded data were derived.
 CP0788
 CP0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR052965(NAD 83)
 CP0788_MARKER: DB = BENCH MARK DISK
 CP0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0788_SP_SET: PIER
 CP0788_STAMPING: B 56 1935
 CP0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0788
 CP0788  HISTORY     - Date     Condition        Report By
 CP0788  HISTORY     - 1935     MONUMENTED       CGS
 CP0788  HISTORY     - 1973     GOOD             NGS
 CP0788  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 CP0788
 CP0788                          STATION DESCRIPTION
 CP0788
 CP0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0788'0.8 MI NW FROM REDWOOD.
 CP0788'ABOUT 0.8 MILE NORTH ALONG THE ABANDONED YAZOO AND MISSISSIPPI VALLEY
 CP0788'RAILROAD FROM THE STATION AT REDWOOD, IN THE TOP OF THE NORTH END OF
 CP0788'THE NORTHEAST STONE PIER OF BRIDGE NO. 209.1 OVER YAZOO RIVER, 12 FEET
 CP0788'NORTH OF THE CENTERLINE OF THE OLD ROADBED, AND ABOUT 3 FEET LOWER
 CP0788'THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED B 56 1935.
 CP0788
 CP0788                          STATION RECOVERY (2005)
 CP0788
 CP0788'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0788'THE NORTH EAST PIER OF THE ABANDONED RR BRIDGE AND PART OF THE BRIDGE
 CP0788'IS STILL STANDING.   THE MARK IS ON TOP OF THE PIER THAT IS
 CP0788'APPROXIMATELY 25 FEET ABOVE THE SURFACE AND COULD NOT BE REACHED
 CP0788'SAFELY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0416 ***********************************************************************
 CP0416  DESIGNATION -  B 57
 CP0416  PID         -  CP0416
 CP0416  STATE/COUNTY-  MS/HINDS
 CP0416  USGS QUAD   -  CLINTON (1980)
 CP0416
 CP0416                         *CURRENT SURVEY CONTROL
 CP0416  ___________________________________________________________________
 CP0416* NAD 83(1986)-  32 17 58.     (N)    090 22 06.     (W)     SCALED    
 CP0416* NAVD 88     -        76.16   (+/-2cm)     249.9    (feet)  VERTCON   
 CP0416  ___________________________________________________________________
 CP0416  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0416
 CP0416.The horizontal coordinates were scaled from a topographic map and have
 CP0416.an estimated accuracy of +/- 6 seconds.
 CP0416
 CP0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0416.The vertical order pertains to the NGVD 29 superseded value.
 CP0416
 CP0416.The geoid height was determined by GEOID03.
 CP0416
 CP0416;                    North         East    Units  Estimated Accuracy
 CP0416;SPC MS W     -   310,350.      696,700.      MT  (+/- 180 meters Scaled)
 CP0416
 CP0416                          SUPERSEDED SURVEY CONTROL
 CP0416
 CP0416  NGVD 29 (??/??/92)   76.165  (m)          249.88   (f) ADJ UNCH    2 0
 CP0416
 CP0416.Superseded values are not recommended for survey control.
 CP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0416.See file dsdata.txt to determine how the superseded data were derived.
 CP0416
 CP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR478766(NAD 83)
 CP0416_MARKER: DB = BENCH MARK DISK
 CP0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0416_STAMPING: B 57 1935
 CP0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0416+STABILITY: SURFACE MOTION
 CP0416
 CP0416  HISTORY     - Date     Condition        Report By
 CP0416  HISTORY     - 1935     MONUMENTED       CGS
 CP0416  HISTORY     - 1977     GOOD             MSHD
 CP0416
 CP0416                          STATION DESCRIPTION
 CP0416
 CP0416'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0416'3.5 MI SW FROM CLINTON.
 CP0416'THE MARK IS LOCATED 3.5 MILES SOUTHWEST OF CLINTON IN THE SOUTHWEST
 CP0416'ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL GULF RAILROAD TRACK AND
 CP0416'MIDWAY ROAD, 4.1 MILES NORTHEAST OF RAYMOND IN THE SOUTHEAST 1/4 OF
 CP0416'SECTION 2, T 5N, R 2W.  IT IS 118 FEET WEST-SOUTHWEST OF THE CENTER OF
 CP0416'THE CROSSING, 77 FEET WEST OF A FENCE CORNER, 39 FEET SOUTH OF THE
 CP0416'SOUTH RAIL, 33 FEET NORTHEAST OF THE NORTHEAST LEG OF A STEEL TOWER
 CP0416'SUPPORTING A POWER LINE (NORTH POWER LINE) 30 FEET NORTH OF THE CENTER
 CP0416'OF THE POWER LINE, 3.5 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL
 CP0416'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 4 FEET
 CP0416'BELOW THE LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0416'REACH FROM THE U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE STREET
 CP0416'FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET AND THE NORTH
 CP0416'ENTRANCE TO MISSISSIPPI COLLEGE.  TURN RIGHT AND GO EAST ON COLLEGE
 CP0416'STREET FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON
 CP0416'CLINTON-RAYMOND ROAD FOR 0.2 MILE TO THE I-20 OVERPASS. CONTINUE
 CP0416'SOUTHWEST ON THE CLINTON RAYMOND ROAD FOR 2.5 MILES TO A SIDE ROAD
 CP0416'LEFT.  TURN LEFT AND GO SOUTH ON MIDWAY ROAD FOR 1.2 MILES TO THE
 CP0416'RAILROAD CROSSING AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0114 ***********************************************************************
 EG0114  DESIGNATION -  B 6
 EG0114  PID         -  EG0114
 EG0114  STATE/COUNTY-  MS/TISHOMINGO
 EG0114  USGS QUAD   -  TISHOMINGO (1984)
 EG0114
 EG0114                         *CURRENT SURVEY CONTROL
 EG0114  ___________________________________________________________________
 EG0114* NAD 83(1986)-  34 38 17.     (N)    088 13 21.     (W)     SCALED    
 EG0114* NAVD 88     -       167.129  (meters)     548.32   (feet)  ADJUSTED  
 EG0114  ___________________________________________________________________
 EG0114  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG0114  DYNAMIC HT  -         166.967 (meters)     547.79  (feet)  COMP
 EG0114  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EG0114
 EG0114  VERT ORDER  -  SECOND    CLASS 0
 EG0114
 EG0114.The horizontal coordinates were scaled from a topographic map and have
 EG0114.an estimated accuracy of +/- 6 seconds.
 EG0114
 EG0114.The orthometric height was determined by differential leveling
 EG0114.and adjusted in June 1991.
 EG0114
 EG0114.The geoid height was determined by GEOID03.
 EG0114
 EG0114.The dynamic height is computed by dividing the NAVD 88
 EG0114.geopotential number by the normal gravity value computed on the
 EG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0114.degrees latitude (g = 980.6199 gals.).
 EG0114
 EG0114.The modeled gravity was interpolated from observed gravity values.
 EG0114
 EG0114;                    North         East    Units  Estimated Accuracy
 EG0114;SPC MS E     -   569,890.      356,000.      MT  (+/- 180 meters Scaled)
 EG0114
 EG0114                          SUPERSEDED SURVEY CONTROL
 EG0114
 EG0114  NGVD 29 (??/??/92)  167.111  (m)          548.26   (f) ADJ UNCH    2 0
 EG0114
 EG0114.Superseded values are not recommended for survey control.
 EG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0114.See file dsdata.txt to determine how the superseded data were derived.
 EG0114
 EG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD879335(NAD 83)
 EG0114_MARKER: DB = BENCH MARK DISK
 EG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0114_STAMPING: B 6 1934
 EG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0114+STABILITY: SURFACE MOTION
 EG0114
 EG0114  HISTORY     - Date     Condition        Report By
 EG0114  HISTORY     - 1934     MONUMENTED       CGS
 EG0114  HISTORY     - 1971     GOOD             NGS
 EG0114  HISTORY     - 1979     GOOD             MSHD
 EG0114
 EG0114                          STATION DESCRIPTION
 EG0114
 EG0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0114'.55 MI E FROM TISHOMINGO.
 EG0114'THE STATION IS 0.55 MILE EAST OF HIGHWAY 25 ON TRACE STREET ON TOP OF
 EG0114'A HILL AT THE SOUTH END OF A PINE GROVE, 18 INCHES NORTH OF A METAL
 EG0114'WITNESS POST, 55 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 50
 EG0114'FEET EAST OF A DRIVEWAY, 65 FEET WEST OF A DRIVEWAY, 7 FEET EAST OF A
 EG0114'17 INCH PINE.  IT IS A DISK STAMPED B 6 1934 AND SET IN THE TOP OF A
 EG0114'CONCRETE POST.
 EG0114
 EG0114                          STATION RECOVERY (1979)
 EG0114
 EG0114'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0114'TO REACH FROM THE POSTOFFICE IN TISHOMINGO, GO N 1 BLOCK TO OLD HWY
 EG0114'25 TURN RIGHT EASTERLY AND GO 0.55 MILE TO TOP OF HILL AND MARK ON
 EG0114'THE LEFT. IT IS 62.0 FT N CENTER BLACKTOP ROAD, 87.5 N OF AND ACROSS
 EG0114'THE ROAD FROM A POWERLINE POLE, 7.5 E OF A 15 INCH PINE TREE, 50.0 FT
 EG0114'E OF A DRIVEWAY LEADING N.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1128 ***********************************************************************
 BW1128  DESIGNATION -  B 62
 BW1128  PID         -  BW1128
 BW1128  STATE/COUNTY-  MS/WILKINSON
 BW1128  USGS QUAD   -  CENTREVILLE (1988)
 BW1128
 BW1128                         *CURRENT SURVEY CONTROL
 BW1128  ___________________________________________________________________
 BW1128* NAD 83(1986)-  31 01 33.     (N)    091 06 14.     (W)     SCALED    
 BW1128* NAVD 88     -       103.08   (+/-2cm)     338.2    (feet)  VERTCON   
 BW1128  ___________________________________________________________________
 BW1128  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BW1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1128
 BW1128.The horizontal coordinates were scaled from a topographic map and have
 BW1128.an estimated accuracy of +/- 6 seconds.
 BW1128
 BW1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1128.The vertical order pertains to the NGVD 29 superseded value.
 BW1128
 BW1128.The geoid height was determined by GEOID03.
 BW1128
 BW1128;                    North         East    Units  Estimated Accuracy
 BW1128;SPC MS W     -   169,400.      626,430.      MT  (+/- 180 meters Scaled)
 BW1128
 BW1128                          SUPERSEDED SURVEY CONTROL
 BW1128
 BW1128  NGVD 29 (??/??/92)  103.036  (m)          338.04   (f) ADJ UNCH    2 0
 BW1128
 BW1128.Superseded values are not recommended for survey control.
 BW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1128.See file dsdata.txt to determine how the superseded data were derived.
 BW1128
 BW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ809340(NAD 83)
 BW1128_MARKER: DB = BENCH MARK DISK
 BW1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1128+STABILITY: SURFACE MOTION
 BW1128
 BW1128  HISTORY     - Date     Condition        Report By
 BW1128  HISTORY     - 1935     MONUMENTED       CGS
 BW1128  HISTORY     - 1969     MARK NOT FOUND   MSHD
 BW1128
 BW1128                          STATION DESCRIPTION
 BW1128
 BW1128'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1128'5.2 MI S FROM CENTREVILLE.
 BW1128'THE MARK IS LOCATED ABOUT 5.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 BW1128'RAILROAD FROM THE MUNICIPAL WATER TANK IN CENTREVILLE, ABOUT 165 FEET
 BW1128'NORTH OF THE STATION AT WHITTAKER, 51 FEET EAST OF THE CENTER LINE OF
 BW1128'THE MAIN TRACK AND 33 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 BW1128'33.  IT IS A STANDARD DISK, STAMPED B 62 1935 SET IN THE TOP OF A
 BW1128'CONCRETE POST.  NOTE-- THE RAILROAD STATION AT WHITTAKER HAS BEEN TORN
 BW1128'DOWN.  STATE HIGHWAY 33 WHICH PARALLELS THE TRACK HAS BEEN IMPROVED AT
 BW1128'WHICH TIME THE MARK COULD HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0172 ***********************************************************************
 EG0172  DESIGNATION -  B 67
 EG0172  PID         -  EG0172
 EG0172  STATE/COUNTY-  MS/TISHOMINGO
 EG0172  USGS QUAD   -  RED BAY (1981)
 EG0172
 EG0172                         *CURRENT SURVEY CONTROL
 EG0172  ___________________________________________________________________
 EG0172* NAD 83(1986)-  34 28 07.     (N)    088 12 17.     (W)     SCALED    
 EG0172* NAVD 88     -       194.471  (meters)     638.03   (feet)  ADJUSTED  
 EG0172  ___________________________________________________________________
 EG0172  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0172  DYNAMIC HT  -         194.277 (meters)     637.39  (feet)  COMP
 EG0172  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 EG0172
 EG0172  VERT ORDER  -  SECOND    CLASS 0
 EG0172
 EG0172.The horizontal coordinates were scaled from a topographic map and have
 EG0172.an estimated accuracy of +/- 6 seconds.
 EG0172
 EG0172.The orthometric height was determined by differential leveling
 EG0172.and adjusted in June 1991.
 EG0172
 EG0172.The geoid height was determined by GEOID03.
 EG0172
 EG0172.The dynamic height is computed by dividing the NAVD 88
 EG0172.geopotential number by the normal gravity value computed on the
 EG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0172.degrees latitude (g = 980.6199 gals.).
 EG0172
 EG0172.The modeled gravity was interpolated from observed gravity values.
 EG0172
 EG0172;                    North         East    Units  Estimated Accuracy
 EG0172;SPC MS E     -   551,110.      357,750.      MT  (+/- 180 meters Scaled)
 EG0172
 EG0172                          SUPERSEDED SURVEY CONTROL
 EG0172
 EG0172  NGVD 29 (??/??/92)  194.419  (m)          637.86   (f) ADJ UNCH    2 0
 EG0172
 EG0172.Superseded values are not recommended for survey control.
 EG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0172.See file dsdata.txt to determine how the superseded data were derived.
 EG0172
 EG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD893147(NAD 83)
 EG0172_MARKER: DB = BENCH MARK DISK
 EG0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0172_STAMPING: B 67 1934
 EG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0172+STABILITY: SURFACE MOTION
 EG0172
 EG0172  HISTORY     - Date     Condition        Report By
 EG0172  HISTORY     - 1934     MONUMENTED       CGS
 EG0172  HISTORY     - 1976     GOOD             MSHD
 EG0172  HISTORY     - 1979     GOOD             MSHD
 EG0172
 EG0172                          STATION DESCRIPTION
 EG0172
 EG0172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0172'1.7 MI SW FROM GOLDEN.
 EG0172'THE MARK IS LOCATED 1.7 MILES SOUTHWEST OF GOLDEN ON THE EAST RIGHT OF
 EG0172'WAY OF STATE HIGHWAY 25, 3 MILES SOUTH OF BELMONT IN THE SOUTHWEST OF
 EG0172'SECTION 13, T 7S, R 10E.  IT IS 25 PACES SOUTH OF THE SOUTH EDGE OF A
 EG0172'CEMETERY, 70 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 25, 62 FEET
 EG0172'NORTHEAST OF THE 4-H CLUB SIGN, 3.5 FEET NORTH OF A 12 INCH OAK, 1
 EG0172'FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0172'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 EG0172'6 INCHES.
 EG0172
 EG0172                          STATION RECOVERY (1979)
 EG0172
 EG0172'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0177 ***********************************************************************
 DJ0177  DESIGNATION -  B 68
 DJ0177  PID         -  DJ0177
 DJ0177  STATE/COUNTY-  MS/MONROE
 DJ0177  USGS QUAD   -  AMORY (1992)
 DJ0177
 DJ0177                         *CURRENT SURVEY CONTROL
 DJ0177  ___________________________________________________________________
 DJ0177* NAD 83(1986)-  33 59 08.     (N)    088 29 26.     (W)     SCALED    
 DJ0177* NAVD 88     -        74.485  (meters)     244.37   (feet)  ADJUSTED  
 DJ0177  ___________________________________________________________________
 DJ0177  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0177  DYNAMIC HT  -          74.409 (meters)     244.12  (feet)  COMP
 DJ0177  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 DJ0177
 DJ0177  VERT ORDER  -  SECOND    CLASS 0
 DJ0177
 DJ0177.The horizontal coordinates were scaled from a topographic map and have
 DJ0177.an estimated accuracy of +/- 6 seconds.
 DJ0177
 DJ0177.The orthometric height was determined by differential leveling
 DJ0177.and adjusted in June 1991.
 DJ0177.WARNING-Repeat measurements at this control monument indicate possible
 DJ0177.vertical movement.
 DJ0177
 DJ0177.The geoid height was determined by GEOID03.
 DJ0177
 DJ0177.The dynamic height is computed by dividing the NAVD 88
 DJ0177.geopotential number by the normal gravity value computed on the
 DJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0177.degrees latitude (g = 980.6199 gals.).
 DJ0177
 DJ0177.The modeled gravity was interpolated from observed gravity values.
 DJ0177
 DJ0177;                    North         East    Units  Estimated Accuracy
 DJ0177;SPC MS E     -   497,400.      331,670.      MT  (+/- 180 meters Scaled)
 DJ0177
 DJ0177                          SUPERSEDED SURVEY CONTROL
 DJ0177
 DJ0177  NGVD 29 (??/??/92)   74.426  (m)          244.18   (f) ADJ UNCH    2 0
 DJ0177
 DJ0177.Superseded values are not recommended for survey control.
 DJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0177.See file dsdata.txt to determine how the superseded data were derived.
 DJ0177
 DJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC623615(NAD 83)
 DJ0177_MARKER: DB = BENCH MARK DISK
 DJ0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0177_SP_SET: BUILDING
 DJ0177_STAMPING: B 68 1934
 DJ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0177
 DJ0177  HISTORY     - Date     Condition        Report By
 DJ0177  HISTORY     - 1934     MONUMENTED       CGS
 DJ0177  HISTORY     - 1963     GOOD             MSHD
 DJ0177  HISTORY     - 20081128 MARK NOT FOUND   MSSU
 DJ0177
 DJ0177                          STATION DESCRIPTION
 DJ0177
 DJ0177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0177'IN AMORY.
 DJ0177'THE MARK IS LOCATED AT AMORY, ON FRONT STREET, IN THE WALL OF THE
 DJ0177'FIREHOUSE, 10 INCHES NORTHWEST OF THE ENTRANCE TO THE FIRE ENGINES, 10
 DJ0177'INCHES SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AND 3.5 FEET
 DJ0177'ABOVE THE GROUND AND SET VERTICALLY.
 DJ0177
 DJ0177                          STATION RECOVERY (2008)
 DJ0177
 DJ0177'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (RLW)
 DJ0177'PID DJ0177 HAS BEEN DESTROYED. THE MARKER WAS SET IN THE STRUCTURE OF
 DJ0177'THE FIREHOUSE AND WAS LAST FOUND IN 1963. SINCE THEN THERE HAS BEEN A
 DJ0177'NEW FIREHOUSE BUILT. THE NEW FIREHOUSE WAS BUILT IN 1969 AND THE OLD
 DJ0177'FIREHOUSE WAS DEMOLISHED BETWEEN 1969-1970. THIS LEADS TO THE
 DJ0177'CONCLUSION THAT PID DJ0177 HAS BEEN DESTROYED SINCE IT WAS IN THE
 DJ0177'STRUCTURE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0305 ***********************************************************************
 DJ0305  DESIGNATION -  B 69
 DJ0305  PID         -  DJ0305
 DJ0305  STATE/COUNTY-  MS/LOWNDES
 DJ0305  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0305
 DJ0305                         *CURRENT SURVEY CONTROL
 DJ0305  ___________________________________________________________________
 DJ0305* NAD 83(1986)-  33 29 42.     (N)    088 25 36.     (W)     SCALED    
 DJ0305* NAVD 88     -        65.610  (meters)     215.26   (feet)  ADJUSTED  
 DJ0305  ___________________________________________________________________
 DJ0305  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0305  DYNAMIC HT  -          65.540 (meters)     215.03  (feet)  COMP
 DJ0305  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DJ0305
 DJ0305  VERT ORDER  -  SECOND    CLASS 0
 DJ0305
 DJ0305.The horizontal coordinates were scaled from a topographic map and have
 DJ0305.an estimated accuracy of +/- 6 seconds.
 DJ0305
 DJ0305.The orthometric height was determined by differential leveling
 DJ0305.and adjusted in June 1991.
 DJ0305
 DJ0305.The geoid height was determined by GEOID03.
 DJ0305
 DJ0305.The dynamic height is computed by dividing the NAVD 88
 DJ0305.geopotential number by the normal gravity value computed on the
 DJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0305.degrees latitude (g = 980.6199 gals.).
 DJ0305
 DJ0305.The modeled gravity was interpolated from observed gravity values.
 DJ0305
 DJ0305;                    North         East    Units  Estimated Accuracy
 DJ0305;SPC MS E     -   443,010.      337,790.      MT  (+/- 180 meters Scaled)
 DJ0305
 DJ0305                          SUPERSEDED SURVEY CONTROL
 DJ0305
 DJ0305  NGVD 29 (??/??/92)   65.595  (m)          215.21   (f) ADJ UNCH    2 0
 DJ0305
 DJ0305.Superseded values are not recommended for survey control.
 DJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0305.See file dsdata.txt to determine how the superseded data were derived.
 DJ0305
 DJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC674070(NAD 83)
 DJ0305_MARKER: DB = BENCH MARK DISK
 DJ0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0305_SP_SET: STEP
 DJ0305_STAMPING: B 69 1935
 DJ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0305
 DJ0305  HISTORY     - Date     Condition        Report By
 DJ0305  HISTORY     - 1935     MONUMENTED       CGS
 DJ0305  HISTORY     - 1964     GOOD             MSHD
 DJ0305  HISTORY     - 20030618 GOOD             CGS
 DJ0305
 DJ0305                          STATION DESCRIPTION
 DJ0305
 DJ0305'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0305'IN COLUMBUS.
 DJ0305'THE MARK IS LOCATED AT COLUMBUS, AT THE INTERSECTION OF SIXTH AND MAIN
 DJ0305'STREETS, AT THE MAIN ENTRANCE TO THE CITY HALL AND IN THE TOP OF THE
 DJ0305'EAST END OF THE THIRD CONCRETE STEP ABOVE THE SIDEWALK.  THE MARK IS A
 DJ0305'DISK SET IN CEMENT IN A DRILLED HOLE 2 FEET ABOVE THE LEVEL OF THE
 DJ0305'SIDE WALK.
 DJ0305
 DJ0305                          STATION RECOVERY (2003)
 DJ0305
 DJ0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2003 (CLG)
 DJ0305'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1964.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0206 ***********************************************************************
 BW0206  DESIGNATION -  B 7
 BW0206  PID         -  BW0206
 BW0206  STATE/COUNTY-  MS/PIKE
 BW0206  USGS QUAD   -  OSYKA (1972)
 BW0206
 BW0206                         *CURRENT SURVEY CONTROL
 BW0206  ___________________________________________________________________
 BW0206* NAD 83(1986)-  31 00 26.     (N)    090 28 06.     (W)     SCALED    
 BW0206* NAVD 88     -        76.069  (meters)     249.57   (feet)  ADJUSTED  
 BW0206  ___________________________________________________________________
 BW0206  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW0206  DYNAMIC HT  -          75.971 (meters)     249.25  (feet)  COMP
 BW0206  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 BW0206  OBS GRAVITY -     979,367.7   (mgal)                       GRAV_OBS
 BW0206
 BW0206  VERT ORDER  -  FIRST     CLASS I
 BW0206
 BW0206.The horizontal coordinates were scaled from a topographic map and have
 BW0206.an estimated accuracy of +/- 6 seconds.
 BW0206
 BW0206.The orthometric height was determined by differential leveling
 BW0206.and adjusted in June 1991.
 BW0206
 BW0206.The geoid height was determined by GEOID03.
 BW0206
 BW0206.The dynamic height is computed by dividing the NAVD 88
 BW0206.geopotential number by the normal gravity value computed on the
 BW0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0206.degrees latitude (g = 980.6199 gals.).
 BW0206
 BW0206.The modeled gravity was interpolated from observed gravity values.
 BW0206.The observed gravity was obtained from relative gravimeter ties
 BW0206.to the IGSN71 gravity network.
 BW0206
 BW0206;                    North         East    Units  Estimated Accuracy
 BW0206;SPC MS W     -   167,090.      687,110.      MT  (+/- 180 meters Scaled)
 BW0206
 BW0206                          SUPERSEDED SURVEY CONTROL
 BW0206
 BW0206  NGVD 29 (??/??/??)   76.054  (m)          249.52   (f) ADJUSTED    1 1
 BW0206
 BW0206.Superseded values are not recommended for survey control.
 BW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0206.See file dsdata.txt to determine how the superseded data were derived.
 BW0206
 BW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ417331(NAD 83)
 BW0206_MARKER: DB = BENCH MARK DISK
 BW0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0206_SP_SET: BRIDGE
 BW0206_STAMPING: B 7 1934 249.730
 BW0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0206
 BW0206  HISTORY     - Date     Condition        Report By
 BW0206  HISTORY     - 1934     MONUMENTED       CGS
 BW0206  HISTORY     - 1969     GOOD             MSHD
 BW0206  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0206
 BW0206                          STATION DESCRIPTION
 BW0206
 BW0206'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0206'0.1 MI N FROM OSYKA.
 BW0206'THE MARK IS LOCATED 0.1 MILE NORTH OF THE CROSSING OF THE ILLINOIS
 BW0206'CENTRAL RAILROAD TRACK WITH LIBERTY STREET IN OSYKA IN THE WEST END OF
 BW0206'THE NORTH ABUTMENT OF A CONCRETE BRIDGE AT THE NORTH END OF A WOODEN
 BW0206'TRESTLE AND IS IN THE NORTHEAST 1/4 OF SECTION 35, T 1N, R 7E. IT IS 8
 BW0206'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 82 FEET EAST OF THE
 BW0206'CENTER OF RAILROAD AVENUE, 2 FEET WEST OF A METAL WITNESS POST, SET IN
 BW0206'A DRILLED HOLE NEAR AN OFFSET IN THE WEST END OF THE NORTH ABUTMENT OF
 BW0206'A CONCRETE BRIDGE UNDER THE ILLINOIS CENTRAL RAILROAD TRACK OVER A
 BW0206'SMALL CREEK AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK. NOTE--
 BW0206'TO REACH FROM THE PIKE COUNTY COURTHOUSE IN MAGNOLIA GO WEST ON BAY
 BW0206'STREET (STATE HIGHWAY 48) FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 BW0206'HIGHWAY 51.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 9.7
 BW0206'MILES TO THE JUNCTION OF STATE HIGHWAY 584 IN OSYKA. TURN LEFT (EAST)
 BW0206'AND CONTINUE ON LIBERTY STREET FOR 0.2 MILE TO THE INTERSECTION OF
 BW0206'RAILROAD AVENUE JUST BEFORE REACHING THE ILLINOIS CENTRAL RAILROAD
 BW0206'TRACK.  TURN LEFT (NORTH) AND CONTINUE ON RAILROAD AVENUE FOR 0.1 MILE
 BW0206'TO THE MARK ON THE RIGHT.
 BW0206
 BW0206                          STATION RECOVERY (1992)
 BW0206
 BW0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0206'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 BW0206'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0650 ***********************************************************************
 DJ0650  DESIGNATION -  B 71
 DJ0650  PID         -  DJ0650
 DJ0650  STATE/COUNTY-  MS/NOXUBEE
 DJ0650  USGS QUAD   -  MACON (1982)
 DJ0650
 DJ0650                         *CURRENT SURVEY CONTROL
 DJ0650  ___________________________________________________________________
 DJ0650* NAD 83(1986)-  33 05 37.     (N)    088 34 15.     (W)     SCALED    
 DJ0650* NAVD 88     -        54.020  (meters)     177.23   (feet)  ADJUSTED  
 DJ0650  ___________________________________________________________________
 DJ0650  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ0650  DYNAMIC HT  -          53.961 (meters)     177.04  (feet)  COMP
 DJ0650  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 DJ0650
 DJ0650  VERT ORDER  -  FIRST     CLASS II
 DJ0650
 DJ0650.The horizontal coordinates were scaled from a topographic map and have
 DJ0650.an estimated accuracy of +/- 6 seconds.
 DJ0650
 DJ0650.The orthometric height was determined by differential leveling
 DJ0650.and adjusted in June 1991.
 DJ0650
 DJ0650.The geoid height was determined by GEOID03.
 DJ0650
 DJ0650.The dynamic height is computed by dividing the NAVD 88
 DJ0650.geopotential number by the normal gravity value computed on the
 DJ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0650.degrees latitude (g = 980.6199 gals.).
 DJ0650
 DJ0650.The modeled gravity was interpolated from observed gravity values.
 DJ0650
 DJ0650;                    North         East    Units  Estimated Accuracy
 DJ0650;SPC MS E     -   398,450.      324,500.      MT  (+/- 180 meters Scaled)
 DJ0650
 DJ0650                          SUPERSEDED SURVEY CONTROL
 DJ0650
 DJ0650  NGVD 29 (??/??/92)   53.984  (m)          177.11   (f) ADJ UNCH    1 2
 DJ0650
 DJ0650.Superseded values are not recommended for survey control.
 DJ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0650.See file dsdata.txt to determine how the superseded data were derived.
 DJ0650
 DJ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB534627(NAD 83)
 DJ0650_MARKER: DB = BENCH MARK DISK
 DJ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0650_STAMPING: B 71 1935
 DJ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0650+STABILITY: SURFACE MOTION
 DJ0650
 DJ0650  HISTORY     - Date     Condition        Report By
 DJ0650  HISTORY     - 1935     MONUMENTED       CGS
 DJ0650  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0650  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0650
 DJ0650                          STATION DESCRIPTION
 DJ0650
 DJ0650'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0650'1.2 MI S FROM MACON.
 DJ0650'2.1 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO RAILROAD FROM THE
 DJ0650'STATION AT NORMAN, NOXUBEE COUNTY, 1.2 MILES SOUTH OF THE STATION AT
 DJ0650'MACON, 60 FEET NORTH OF THE CROSSING OF U. S. HIGHWAY 45, 18 FEET EAST
 DJ0650'OF THE CENTERLINE OF THE MAIN TRACK AND 18 FEET WEST OF THE CENTERLINE
 DJ0650'OF A SIDE TRACK.  A STANDARD DISK STAMPED B 71 1935 AND SET IN THE TOP
 DJ0650'OF A CONCRETE POST.  NOTE-- THERE HAS BEEN EXCAVATING AT THE LOCATION.
 DJ0650
 DJ0650                          STATION RECOVERY (1983)
 DJ0650
 DJ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0650'NOT RECOVERED, KNOCKED OUT BY HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0669 ***********************************************************************
 CO0669  DESIGNATION -  B 72
 CO0669  PID         -  CO0669
 CO0669  STATE/COUNTY-  MS/KEMPER
 CO0669  USGS QUAD   -  TOWNSEND (1982)
 CO0669
 CO0669                         *CURRENT SURVEY CONTROL
 CO0669  ___________________________________________________________________
 CO0669* NAD 83(1986)-  32 45 21.     (N)    088 36 08.     (W)     SCALED    
 CO0669* NAVD 88     -        81.591  (meters)     267.69   (feet)  ADJUSTED  
 CO0669  ___________________________________________________________________
 CO0669  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CO0669  DYNAMIC HT  -          81.497 (meters)     267.38  (feet)  COMP
 CO0669  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CO0669
 CO0669  VERT ORDER  -  SECOND    CLASS 0
 CO0669
 CO0669.The horizontal coordinates were scaled from a topographic map and have
 CO0669.an estimated accuracy of +/- 6 seconds.
 CO0669
 CO0669.The orthometric height was determined by differential leveling
 CO0669.and adjusted in June 1991.
 CO0669
 CO0669.The geoid height was determined by GEOID03.
 CO0669
 CO0669.The dynamic height is computed by dividing the NAVD 88
 CO0669.geopotential number by the normal gravity value computed on the
 CO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0669.degrees latitude (g = 980.6199 gals.).
 CO0669
 CO0669.The modeled gravity was interpolated from observed gravity values.
 CO0669
 CO0669;                    North         East    Units  Estimated Accuracy
 CO0669;SPC MS E     -   360,990.      321,660.      MT  (+/- 180 meters Scaled)
 CO0669
 CO0669                          SUPERSEDED SURVEY CONTROL
 CO0669
 CO0669  NGVD 29 (??/??/92)   81.567  (m)          267.61   (f) ADJ UNCH    2 0
 CO0669
 CO0669.Superseded values are not recommended for survey control.
 CO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0669.See file dsdata.txt to determine how the superseded data were derived.
 CO0669
 CO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB499253(NAD 83)
 CO0669_MARKER: DB = BENCH MARK DISK
 CO0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0669_STAMPING: B-72 1935
 CO0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0669+STABILITY: SURFACE MOTION
 CO0669
 CO0669  HISTORY     - Date     Condition        Report By
 CO0669  HISTORY     - 1935     MONUMENTED       CGS
 CO0669
 CO0669                          STATION DESCRIPTION
 CO0669
 CO0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0669'3.7 MI E FROM DE KALB.
 CO0669'3.7 MILES EAST OF COURTHOUSE AT DE KALB ALONG THE DEKALB AND WESTERN
 CO0669'RAILROAD, 120 FEET NORTH OF THE CENTERLINE OF THE TRACK, 100 FEET WEST
 CO0669'OF A SMALL TRESTLE AT MILEAGE 9B, AND 30 FEET WEST OF A RAILROAD
 CO0669'CROSSING, OPPOSITE AN OLD LUMBER MILL, JUST WEST OF A SAWDUST PILE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0452 ***********************************************************************
 CO0452  DESIGNATION -  B 73
 CO0452  PID         -  CO0452
 CO0452  STATE/COUNTY-  MS/LAUDERDALE
 CO0452  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0452
 CO0452                         *CURRENT SURVEY CONTROL
 CO0452  ___________________________________________________________________
 CO0452* NAD 83(1986)-  32 21 52.     (N)    088 41 45.     (W)     SCALED    
 CO0452* NAVD 88     -       101.275  (meters)     332.27   (feet)  ADJUSTED  
 CO0452  ___________________________________________________________________
 CO0452  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CO0452  DYNAMIC HT  -         101.156 (meters)     331.88  (feet)  COMP
 CO0452  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 CO0452
 CO0452  VERT ORDER  -  FIRST     CLASS I
 CO0452
 CO0452.The horizontal coordinates were scaled from a topographic map and have
 CO0452.an estimated accuracy of +/- 6 seconds.
 CO0452
 CO0452.The orthometric height was determined by differential leveling
 CO0452.and adjusted in June 1991.
 CO0452.WARNING-Repeat measurements at this control monument indicate possible
 CO0452.vertical movement.
 CO0452
 CO0452.The geoid height was determined by GEOID03.
 CO0452
 CO0452.The dynamic height is computed by dividing the NAVD 88
 CO0452.geopotential number by the normal gravity value computed on the
 CO0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0452.degrees latitude (g = 980.6199 gals.).
 CO0452
 CO0452.The modeled gravity was interpolated from observed gravity values.
 CO0452
 CO0452;                    North         East    Units  Estimated Accuracy
 CO0452;SPC MS E     -   317,570.      312,940.      MT  (+/- 180 meters Scaled)
 CO0452
 CO0452                          SUPERSEDED SURVEY CONTROL
 CO0452
 CO0452  NGVD 29 (??/??/??)  101.260  (m)          332.22   (f) ADJUSTED    1 1
 CO0452
 CO0452.Superseded values are not recommended for survey control.
 CO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0452.See file dsdata.txt to determine how the superseded data were derived.
 CO0452
 CO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA404820(NAD 83)
 CO0452_MARKER: DB = BENCH MARK DISK
 CO0452_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0452_SP_SET: RETAINING WALL
 CO0452_STAMPING: B 73 1935
 CO0452_MARK LOGO: CGS   
 CO0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0452+STABILITY: SURFACE MOTION
 CO0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0452+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 CO0452
 CO0452  HISTORY     - Date     Condition        Report By
 CO0452  HISTORY     - 1935     MONUMENTED       CGS
 CO0452  HISTORY     - 1964     GOOD             MSHD
 CO0452  HISTORY     - 1980     GOOD             NGS
 CO0452  HISTORY     - 1984     GOOD             NGS
 CO0452  HISTORY     - 19900423 GOOD             MSHD
 CO0452
 CO0452                          STATION DESCRIPTION
 CO0452
 CO0452'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0452'IN MERIDIAN.
 CO0452'THE MARK IS LOCATED AT MERIDIAN, AT THE GULF, MOBILE, AND OHIO
 CO0452'RAILROAD STATION.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 CO0452'IN THE CENTER OF THE TOP OF A CONCRETE WALL AROUND A BOILERROOM PIT, 7
 CO0452'FEET EAST OF THE EAST END OF THE BUILDING.
 CO0452
 CO0452                          STATION RECOVERY (1980)
 CO0452
 CO0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0452'NOTE THE STATION IS NOW SOUTHERN RAILWAY SYSTEM SALES DEPARTMENT.
 CO0452
 CO0452                          STATION RECOVERY (1984)
 CO0452
 CO0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CO0452'RECOVERED IN GOOD CONDITION.
 CO0452
 CO0452                          STATION RECOVERY (1990)
 CO0452
 CO0452'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0452'MARK IS LOCATED ABOUT 0.35 MI (0.56 KM) EAST OF THE CENTER OF DOWNTOWN
 CO0452'MERIDIAN, AT THE AMTRAK RAILROAD STATION AND IS IN SECTION 18, T 6N,
 CO0452'R 16E.
 CO0452'TO REACH FROM THE POST OFFICE IN MERIDIAN, GO SOUTH ON 21TH AVENUE FOR
 CO0452'0.2 MI (0.3 KM) TO A T INTERSECTION, TURN LEFT AND GO EAST ON FRONT
 CO0452'STREET FOR 0.1 MI (0.2 KM) TO THE STATION AND THE MARK ON THE RIGHT.
 CO0452'MARK IS A STANDARD DISK SET IN A DRILL HOLE ON TOP OF THE RETAINING
 CO0452'WALL FOR A STAIRWELL LEADING TO THE BASEMENT OF THE STATION, 107 FT
 CO0452'(32.6 M) NORTHEAST OF THE EXTENDED CENTER OF 19TH AVENUE, 97 FT
 CO0452'(29.6 M) SOUTHEAST OF THE CENTER OF FRONT STREET, 19.7 FT (6.0 M)
 CO0452'EAST SOUTHEAST OF THE NORTH CORNER OF THE STATION, 6.7 FT (2.0 M)
 CO0452'NORTHEAST OF THE NORTHEAST WALL OF THE STATION AND 4.5 FT (1.4 M)
 CO0452'NORTHWEST OF THE EAST CORNER OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0287 ***********************************************************************
 BW0287  DESIGNATION -  B 8
 BW0287  PID         -  BW0287
 BW0287  STATE/COUNTY-  MS/LINCOLN
 BW0287  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0287
 BW0287                         *CURRENT SURVEY CONTROL
 BW0287  ___________________________________________________________________
 BW0287* NAD 83(1986)-  31 29 27.     (N)    090 26 54.     (W)     SCALED    
 BW0287* NAVD 88     -       119.058  (meters)     390.61   (feet)  ADJUSTED  
 BW0287  ___________________________________________________________________
 BW0287  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW0287  DYNAMIC HT  -         118.913 (meters)     390.13  (feet)  COMP
 BW0287  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 BW0287
 BW0287  VERT ORDER  -  FIRST     CLASS I
 BW0287
 BW0287.The horizontal coordinates were scaled from a topographic map and have
 BW0287.an estimated accuracy of +/- 6 seconds.
 BW0287
 BW0287.The orthometric height was determined by differential leveling
 BW0287.and adjusted in February 1994.
 BW0287
 BW0287.The geoid height was determined by GEOID03.
 BW0287
 BW0287.The dynamic height is computed by dividing the NAVD 88
 BW0287.geopotential number by the normal gravity value computed on the
 BW0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0287.degrees latitude (g = 980.6199 gals.).
 BW0287
 BW0287.The modeled gravity was interpolated from observed gravity values.
 BW0287
 BW0287;                    North         East    Units  Estimated Accuracy
 BW0287;SPC MS W     -   220,700.      689,070.      MT  (+/- 180 meters Scaled)
 BW0287
 BW0287                          SUPERSEDED SURVEY CONTROL
 BW0287
 BW0287  NAVD 88 (06/15/91)  119.077  (m)          390.67   (f) UNKNOWN     1 1
 BW0287  NGVD 29 (??/??/??)  119.072  (m)          390.66   (f) ADJUSTED    1 1
 BW0287
 BW0287.Superseded values are not recommended for survey control.
 BW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0287.See file dsdata.txt to determine how the superseded data were derived.
 BW0287
 BW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ423868(NAD 83)
 BW0287_MARKER: DB = BENCH MARK DISK
 BW0287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0287_SP_SET: BRIDGE ABUTMENT
 BW0287_STAMPING: B 8 1934 390.747
 BW0287_MARK LOGO: CGS   
 BW0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0287+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BW0287
 BW0287  HISTORY     - Date     Condition        Report By
 BW0287  HISTORY     - 1934     MONUMENTED       CGS
 BW0287  HISTORY     - 1969     GOOD             NGS
 BW0287  HISTORY     - 19920625 GOOD             NGS
 BW0287
 BW0287                          STATION DESCRIPTION
 BW0287
 BW0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0287'3.8 MI N FROM BOGUE CHITTO.
 BW0287'ABOUT 3.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0287'WOODEN OVERPASS AT BOGUE CHITTO, 0.3 MILE SOUTH OF MILEPOST 789, AT A
 BW0287'BLACK TOP ROAD CROSSING, SET ON THE TOP OF THE WEST END OF THE NORTH
 BW0287'CONCRETE ABUTMENT FOR A 50-FOOT LONG CONCRETE BRIDGE WITH 3
 BW0287'PARTITIONS, 127 FEET NORTH OF THE CENTER OF THE ROAD CROSSING THE
 BW0287'TRACK, 7 FEET WEST OF THE WEST RAIL AND 1 1/2 FEET BELOW THE LEVEL OF
 BW0287'THE TRACK.  1/4, SEC 13, T 6N, R 7 E.
 BW0287
 BW0287                          STATION RECOVERY (1992)
 BW0287
 BW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0287'9.2 KM (5.70 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0287'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0287'IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 BW0287'CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 0.5 KM (0.30 MI) SOUTH OF
 BW0287'MILEPOST 789, 38.0 M (124.7 FT) NORTH OF THE CENTER OF A PAVED ROAD,
 BW0287'2.1 M (6.9 FT) WEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE
 BW0287'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1961 ***********************************************************************
 BW1961  DESIGNATION -  B 8 2
 BW1961  PID         -  BW1961
 BW1961  STATE/COUNTY-  MS/LAWRENCE
 BW1961  USGS QUAD   -  MONTICELLO (1970)
 BW1961
 BW1961                         *CURRENT SURVEY CONTROL
 BW1961  ___________________________________________________________________
 BW1961* NAD 83(1986)-  31 33 27.     (N)    090 04 42.     (W)     SCALED    
 BW1961* NAVD 88     -        59.025  (meters)     193.65   (feet)  ADJUSTED  
 BW1961  ___________________________________________________________________
 BW1961  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1961  DYNAMIC HT  -          58.954 (meters)     193.42  (feet)  COMP
 BW1961  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BW1961
 BW1961  VERT ORDER  -  SECOND    CLASS II
 BW1961
 BW1961.The horizontal coordinates were scaled from a topographic map and have
 BW1961.an estimated accuracy of +/- 6 seconds.
 BW1961
 BW1961.The orthometric height was determined by differential leveling
 BW1961.and adjusted in May 1996.
 BW1961
 BW1961.The geoid height was determined by GEOID03.
 BW1961
 BW1961.The dynamic height is computed by dividing the NAVD 88
 BW1961.geopotential number by the normal gravity value computed on the
 BW1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1961.degrees latitude (g = 980.6199 gals.).
 BW1961
 BW1961.The modeled gravity was interpolated from observed gravity values.
 BW1961
 BW1961;                    North         East    Units  Estimated Accuracy
 BW1961;SPC MS W     -   228,110.      724,210.      MT  (+/- 180 meters Scaled)
 BW1961
 BW1961                          SUPERSEDED SURVEY CONTROL
 BW1961
 BW1961.No superseded survey control is available for this station.
 BW1961
 BW1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ773950(NAD 83)
 BW1961_MARKER: DD = SURVEY DISK
 BW1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1961_STAMPING: BM B8-2 1938
 BW1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1961+STABILITY: SURFACE MOTION
 BW1961
 BW1961  HISTORY     - Date     Condition        Report By
 BW1961  HISTORY     - 1938     MONUMENTED       DOD
 BW1961  HISTORY     - 1975     GOOD             MSHD
 BW1961
 BW1961                          STATION DESCRIPTION
 BW1961
 BW1961'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1961'1.6 MI E FROM MONTICELLO.
 BW1961'THE MARK IS LOCATED 1.6 MILES EAST OF MONTICELLO IN THE NORTH ANGLE OF
 BW1961'A CROSSROAD IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 23, T
 BW1961'7N, R 21W.  IT IS 48 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 84,
 BW1961'33 FEET NORTH-NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 69 FEET
 BW1961'SOUTHEAST OF POLE NO. 22, 39 FEET SOUTHWEST OF THE SOUTH POST OF A
 BW1961'SIGN, 6.5 FEET NORTH-NORTHEAST OF A FENCE CORNER, 3.5 FEET NORTHWEST
 BW1961'OF A METAL WITNESS POST, 3 FEET NORTHWEST OF A FENCE SET IN THE TOP OF
 BW1961'A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BW1961'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN MONTICELLO
 BW1961'GO EAST ON U.S. HIGHWAY 84 (BROAD STREET) FOR 1.05 MILES TO THE EAST
 BW1961'END OF THE PEARL RIVER BRIDGE.  CONTINUE NORTHEAST ON U.S. HIGHWAY 84
 BW1961'FOR 0.65 MILE TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0440 ***********************************************************************
 BH0440  DESIGNATION -  B 82
 BH0440  PID         -  BH0440
 BH0440  STATE/COUNTY-  MS/GEORGE
 BH0440  USGS QUAD   -  BENNDALE (1982)
 BH0440
 BH0440                         *CURRENT SURVEY CONTROL
 BH0440  ___________________________________________________________________
 BH0440* NAD 83(1986)-  30 46 16.     (N)    088 46 11.     (W)     SCALED    
 BH0440* NAVD 88     -        25.48   (+/-2cm)      83.6    (feet)  VERTCON   
 BH0440  ___________________________________________________________________
 BH0440  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0440
 BH0440.The horizontal coordinates were scaled from a topographic map and have
 BH0440.an estimated accuracy of +/- 6 seconds.
 BH0440
 BH0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0440.The vertical order pertains to the NGVD 29 superseded value.
 BH0440
 BH0440.The geoid height was determined by GEOID03.
 BH0440
 BH0440;                    North         East    Units  Estimated Accuracy
 BH0440;SPC MS E     -   140,900.      306,090.      MT  (+/- 180 meters Scaled)
 BH0440
 BH0440                          SUPERSEDED SURVEY CONTROL
 BH0440
 BH0440  NGVD 29 (??/??/??)   25.477  (m)           83.59   (f) ADJUSTED    2 0
 BH0440
 BH0440.Superseded values are not recommended for survey control.
 BH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0440.See file dsdata.txt to determine how the superseded data were derived.
 BH0440
 BH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV306055(NAD 83)
 BH0440_MARKER: DB = BENCH MARK DISK
 BH0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0440_SP_SET: CULVERT
 BH0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0440
 BH0440  HISTORY     - Date     Condition        Report By
 BH0440  HISTORY     - UNK      MONUMENTED       CGS
 BH0440  HISTORY     - 1971     GOOD             MSHD
 BH0440  HISTORY     - 1971     MARK NOT FOUND   NGS
 BH0440  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0440
 BH0440                          STATION DESCRIPTION
 BH0440
 BH0440'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0440'25.0 MI E FROM WIGGINS.
 BH0440'THE STATION IS LOCATED ABOUT 8.4 MILES EAST ALONG STATE HIGHWAY 26
 BH0440'FROM ITS INTERSECTION WITH US HIGHWAY 49 AND THE OVERPASS AT THE SOUTH
 BH0440'EDGE OF WIGGINS, THE TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 57
 BH0440'FOR 7.3 MILES TO A CROSSROAD WHERE STATE HIGHWAY 57 TURNS RIGHT,
 BH0440'SOUTH, KEEP STRAIGHT AHEAD ON A GRAVELED ROAD FOR 9.2 MILES TO THE
 BH0440'MARK ON THE RIGHT.  IT IS 0.2 MILE WEST OF THE BROOM SCHOOL.  IT IS A
 BH0440'STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE CENTER OF A SIX
 BH0440'FOOT CONCRETE HEADWILL OF A CONCRETE CULVERT, 12 FEET SOUTH OF THE
 BH0440'CENTER OF THE ROAD.  THE HEADWILL PROJECTS ABOUT 6 INCHES ABOVE THE
 BH0440'LEVEL OF THE ROAD.
 BH0440
 BH0440                          STATION RECOVERY (1971)
 BH0440
 BH0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0440'MARK NOT FOUND.
 BH0440
 BH0440                          STATION RECOVERY (1979)
 BH0440
 BH0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0166 ***********************************************************************
 BW0166  DESIGNATION -  B 9
 BW0166  PID         -  BW0166
 BW0166  STATE/COUNTY-  MS/COPIAH
 BW0166  USGS QUAD   -  GALLMAN (1963)
 BW0166
 BW0166                         *CURRENT SURVEY CONTROL
 BW0166  ___________________________________________________________________
 BW0166* NAD 83(1986)-  31 54 13.     (N)    090 23 56.     (W)     SCALED    
 BW0166* NAVD 88     -       127.746  (meters)     419.11   (feet)  ADJUSTED  
 BW0166  ___________________________________________________________________
 BW0166  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0166  DYNAMIC HT  -         127.594 (meters)     418.61  (feet)  COMP
 BW0166  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 BW0166
 BW0166  VERT ORDER  -  FIRST     CLASS I
 BW0166
 BW0166.The horizontal coordinates were scaled from a topographic map and have
 BW0166.an estimated accuracy of +/- 6 seconds.
 BW0166
 BW0166.The orthometric height was determined by differential leveling
 BW0166.and adjusted in February 1994.
 BW0166
 BW0166.The geoid height was determined by GEOID03.
 BW0166
 BW0166.The dynamic height is computed by dividing the NAVD 88
 BW0166.geopotential number by the normal gravity value computed on the
 BW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0166.degrees latitude (g = 980.6199 gals.).
 BW0166
 BW0166.The modeled gravity was interpolated from observed gravity values.
 BW0166
 BW0166;                    North         East    Units  Estimated Accuracy
 BW0166;SPC MS W     -   266,460.      693,800.      MT  (+/- 180 meters Scaled)
 BW0166
 BW0166                          SUPERSEDED SURVEY CONTROL
 BW0166
 BW0166  NAVD 88 (06/15/91)  127.746  (m)          419.11   (f) UNKNOWN     1 1
 BW0166  NGVD 29 (??/??/??)  127.747  (m)          419.12   (f) ADJUSTED    1 1
 BW0166
 BW0166.Superseded values are not recommended for survey control.
 BW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0166.See file dsdata.txt to determine how the superseded data were derived.
 BW0166
 BW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR459327(NAD 83)
 BW0166_MARKER: DB = BENCH MARK DISK
 BW0166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW0166_SP_SET: HEADWALL
 BW0166_STAMPING: B 9 1934 419.215
 BW0166_MARK LOGO: CGS   
 BW0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0166+STABILITY: SURFACE MOTION
 BW0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0166+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0166
 BW0166  HISTORY     - Date     Condition        Report By
 BW0166  HISTORY     - 1934     MONUMENTED       CGS
 BW0166  HISTORY     - 1969     GOOD             NGS
 BW0166  HISTORY     - 19920720 GOOD             NGS
 BW0166
 BW0166                          STATION DESCRIPTION
 BW0166
 BW0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0166'2.85 MI N FROM HAZLEHURST.
 BW0166'ABOUT 2.85 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0166'STATION AT HAZLEHURST, 0.35 MILE NORTH OF MILEPOST 760, SET ON THE TOP
 BW0166'OF THE NORTH END OF THE WEST CONCRETE AND BRICK HEAD WALL FOR AN
 BW0166'18-INCH CAST IRON PIPE CULVERT UNDER THE TRACK, 100 FEET SOUTH OF AN
 BW0166'OLD ROAD CROSSING, 16 FEET WEST OF THE WEST RAIL OF THE WEST TRACK AND
 BW0166'6 FEET BELOW THE LEVEL OF THE TRACK.  1/4, SEC 27, T 1N, R 2W.
 BW0166
 BW0166                          STATION RECOVERY (1992)
 BW0166
 BW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0166'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0166'HAZELHURST, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG THE ILLINOIS
 BW0166'CENTRAL RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) SOUTH OF THE NORTH END
 BW0166'OF THE WEST CONCRETE HEADWALL OF A CULVERT, 7.3 M (24.0 FT) WEST OF
 BW0166'THE NEAR RAIL, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1054 ***********************************************************************
 DJ1054  DESIGNATION -  B M E 31 3
 DJ1054  PID         -  DJ1054
 DJ1054  STATE/COUNTY-  MS/CLAY
 DJ1054  USGS QUAD   -  STRONG (1987)
 DJ1054
 DJ1054                         *CURRENT SURVEY CONTROL
 DJ1054  ___________________________________________________________________
 DJ1054* NAD 83(1986)-  33 38 14.     (N)    088 30 07.     (W)     SCALED    
 DJ1054* NAVD 88     -        55.841  (meters)     183.21   (feet)  ADJUSTED  
 DJ1054  ___________________________________________________________________
 DJ1054  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DJ1054  DYNAMIC HT  -          55.783 (meters)     183.01  (feet)  COMP
 DJ1054  MODELED GRAV-     979,595.6   (mgal)                       NAVD 88
 DJ1054
 DJ1054  VERT ORDER  -  SECOND    CLASS 0
 DJ1054
 DJ1054.The horizontal coordinates were scaled from a topographic map and have
 DJ1054.an estimated accuracy of +/- 6 seconds.
 DJ1054
 DJ1054.The orthometric height was determined by differential leveling
 DJ1054.and adjusted in June 1991.
 DJ1054
 DJ1054.The geoid height was determined by GEOID03.
 DJ1054
 DJ1054.The dynamic height is computed by dividing the NAVD 88
 DJ1054.geopotential number by the normal gravity value computed on the
 DJ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1054.degrees latitude (g = 980.6199 gals.).
 DJ1054
 DJ1054.The modeled gravity was interpolated from observed gravity values.
 DJ1054
 DJ1054;                    North         East    Units  Estimated Accuracy
 DJ1054;SPC MS E     -   458,760.      330,740.      MT  (+/- 180 meters Scaled)
 DJ1054
 DJ1054                          SUPERSEDED SURVEY CONTROL
 DJ1054
 DJ1054  NGVD 29 (??/??/92)   55.820  (m)          183.14   (f) ADJ UNCH    2 0
 DJ1054
 DJ1054.Superseded values are not recommended for survey control.
 DJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1054.See file dsdata.txt to determine how the superseded data were derived.
 DJ1054
 DJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC607229(NAD 83)
 DJ1054_MARKER: DD = SURVEY DISK
 DJ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1054_STAMPING: B M E 31-3
 DJ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1054+STABILITY: SURFACE MOTION
 DJ1054
 DJ1054  HISTORY     - Date     Condition        Report By
 DJ1054  HISTORY     - UNK      MONUMENTED       DOD
 DJ1054  HISTORY     - 1946     GOOD             NGS
 DJ1054
 DJ1054                          STATION DESCRIPTION
 DJ1054
 DJ1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ1054'9.8 MI SE FROM STRONGS.
 DJ1054'ABOUT 4.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DJ1054'STRONGS, THENCE 4.3 MILES SOUTH ALONG A ROAD LEADING TO BARTONS FERRY,
 DJ1054'THENCE 1.0 MILE EAST TO THE TOMBIGBEE RIVER, 210 FEET WEST OF THE WEST
 DJ1054'BANK OF THE RIVER, 155 FEET SOUTHEAST OF A SMALL HOUSE, 20 FEET EAST
 DJ1054'OF A 36 INCH GUM TREE, PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1093 ***********************************************************************
 DJ1093  DESIGNATION -  B M W 1 47
 DJ1093  PID         -  DJ1093
 DJ1093  STATE/COUNTY-  MS/MONROE
 DJ1093  USGS QUAD   -  WREN (1992)
 DJ1093
 DJ1093                         *CURRENT SURVEY CONTROL
 DJ1093  ___________________________________________________________________
 DJ1093* NAD 83(1986)-  33 52 59.     (N)    088 35 45.     (W)     SCALED    
 DJ1093* NAVD 88     -        70.131  (meters)     230.09   (feet)  ADJUSTED  
 DJ1093  ___________________________________________________________________
 DJ1093  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1093  DYNAMIC HT  -          70.060 (meters)     229.86  (feet)  COMP
 DJ1093  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 DJ1093
 DJ1093  VERT ORDER  -  SECOND    CLASS 0
 DJ1093
 DJ1093.The horizontal coordinates were scaled from a topographic map and have
 DJ1093.an estimated accuracy of +/- 6 seconds.
 DJ1093
 DJ1093.The orthometric height was determined by differential leveling
 DJ1093.and adjusted in June 1991.
 DJ1093
 DJ1093.The geoid height was determined by GEOID03.
 DJ1093
 DJ1093.The dynamic height is computed by dividing the NAVD 88
 DJ1093.geopotential number by the normal gravity value computed on the
 DJ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1093.degrees latitude (g = 980.6199 gals.).
 DJ1093
 DJ1093.The modeled gravity was interpolated from observed gravity values.
 DJ1093
 DJ1093;                    North         East    Units  Estimated Accuracy
 DJ1093;SPC MS E     -   486,000.      321,970.      MT  (+/- 180 meters Scaled)
 DJ1093
 DJ1093                          SUPERSEDED SURVEY CONTROL
 DJ1093
 DJ1093  NGVD 29 (??/??/92)   70.08   (m)          229.9    (f) COMPUTED    2 0
 DJ1093
 DJ1093.Superseded values are not recommended for survey control.
 DJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1093.See file dsdata.txt to determine how the superseded data were derived.
 DJ1093
 DJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC524503(NAD 83)
 DJ1093_MARKER: DD = SURVEY DISK
 DJ1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1093_STAMPING: B.M. W 1-47
 DJ1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1093+STABILITY: SURFACE MOTION
 DJ1093
 DJ1093  HISTORY     - Date     Condition        Report By
 DJ1093  HISTORY     - UNK      MONUMENTED       DOD
 DJ1093  HISTORY     - 1946     GOOD             NGS
 DJ1093  HISTORY     - 1963     MARK NOT FOUND   USGS
 DJ1093
 DJ1093                          STATION DESCRIPTION
 DJ1093
 DJ1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ1093'5.5 MI NW FROM ABERDEEN.
 DJ1093'ABOUT 5.5 MILES NORTHWEST ALONG U.S. HIGHWAY 45E FROM THE POST OFFICE
 DJ1093'AT ABERDEEN, DIRECTLY ACROSS THE HIGHWAY FROM BAKERS STORE, 47 FEET
 DJ1093'EAST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH
 DJ1093'OF THE CENTER LINE OF A T ROAD LEADING EAST, 1.6 FOOT WEST OF THE
 DJ1093'CENTER OF A WELL, 2.4 FEET EAST OF A WHITE, WOODEN WITNESS POST.  A
 DJ1093'BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 3 IN. ABOVE
 DJ1093'THE GROUND.
 DJ1093
 DJ1093                          STATION RECOVERY (1963)
 DJ1093
 DJ1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DJ1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1096 ***********************************************************************
 DJ1096  DESIGNATION -  B M W 1 48
 DJ1096  PID         -  DJ1096
 DJ1096  STATE/COUNTY-  MS/MONROE
 DJ1096  USGS QUAD   -  WREN (1992)
 DJ1096
 DJ1096                         *CURRENT SURVEY CONTROL
 DJ1096  ___________________________________________________________________
 DJ1096* NAD 83(1993)-  33 55 17.06754(N)    088 35 45.85405(W)     ADJUSTED  
 DJ1096* NAVD 88     -        82.002  (meters)     269.03   (feet)  ADJUSTED  
 DJ1096  ___________________________________________________________________
 DJ1096  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DJ1096  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1096  DYNAMIC HT  -          81.919 (meters)     268.76  (feet)  COMP
 DJ1096  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 DJ1096
 DJ1096  HORZ ORDER  -  SECOND
 DJ1096  VERT ORDER  -  SECOND    CLASS 0
 DJ1096
 DJ1096.The horizontal coordinates were established by classical geodetic methods
 DJ1096.and adjusted by the National Geodetic Survey in May 1994.
 DJ1096
 DJ1096.The orthometric height was determined by differential leveling
 DJ1096.and adjusted in June 1991.
 DJ1096
 DJ1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1096
 DJ1096.The geoid height was determined by GEOID03.
 DJ1096
 DJ1096.The dynamic height is computed by dividing the NAVD 88
 DJ1096.geopotential number by the normal gravity value computed on the
 DJ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1096.degrees latitude (g = 980.6199 gals.).
 DJ1096
 DJ1096.The modeled gravity was interpolated from observed gravity values.
 DJ1096
 DJ1096;                    North         East     Units Scale Factor Converg.
 DJ1096;SPC MS E     -   490,255.407   321,938.563   MT  0.99995593   +0 07 56.7
 DJ1096;SPC MS E     - 1,608,446.28  1,056,226.77   sFT  0.99995593   +0 07 56.7
 DJ1096;UTM  16      - 3,754,588.817   352,463.483   MT  0.99986834   -0 53 27.1
 DJ1096
 DJ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1096!SPC MS E     -   0.99999147  x   0.99995593  =   0.99994740
 DJ1096!UTM  16      -   0.99999147  x   0.99986834  =   0.99985981
 DJ1096
 DJ1096                          SUPERSEDED SURVEY CONTROL
 DJ1096
 DJ1096  NAD 83(1993)-  33 55 17.07524(N)    088 35 45.85289(W) AD(       ) 2
 DJ1096  NAD 83(1986)-  33 55 17.07642(N)    088 35 45.85276(W) AD(       ) 2
 DJ1096  NAD 27      -  33 55 16.66800(N)    088 35 45.68200(W) AD(       ) 2
 DJ1096  NGVD 29 (??/??/92)   81.94   (m)          268.8    (f) COMPUTED    2 0
 DJ1096
 DJ1096.Superseded values are not recommended for survey control.
 DJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1096.See file dsdata.txt to determine how the superseded data were derived.
 DJ1096
 DJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5246354589(NAD 83)
 DJ1096_MARKER: DB = BENCH MARK DISK
 DJ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1096_STAMPING: B.M. W 1-48
 DJ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1096+STABILITY: SURFACE MOTION
 DJ1096
 DJ1096  HISTORY     - Date     Condition        Report By
 DJ1096  HISTORY     - 1950     MONUMENTED       USE
 DJ1096  HISTORY     - 1946     GOOD             NGS
 DJ1096  HISTORY     - 1963     MARK NOT FOUND   USGS
 DJ1096
 DJ1096                          STATION DESCRIPTION
 DJ1096
 DJ1096'DESCRIBED BY US ENGINEERS 1950
 DJ1096'STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF ABERDEEN, ABOUT
 DJ1096'4 MILES SOUTHEAST OF THE SMALL SETTLEMENT OF WREN,
 DJ1096'AND 39 FEET EAST OF U.S. HIGHWAY 45.  STATION IS A MOBILE
 DJ1096'ENGINEER DISTRICT DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE
 DJ1096'POST.  IT PROJECTS 1 INCH, AND THE DISK IS STAMPED BM W 1-48.
 DJ1096
 DJ1096                          STATION RECOVERY (1946)
 DJ1096
 DJ1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DJ1096'8.0 MI NW FROM ABERDEEN.
 DJ1096'ABOUT 8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 45E FROM THE POST OFFICE
 DJ1096'AT ABERDEEN, 141 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MT.
 DJ1096'OLIVE (COLORED) CHURCH, 39 FEET EAST OF AND ABOUT 2.5 FEET HIGHER THAN
 DJ1096'THE CENTER LINE OF THE HIGHWAY, 8.5 FEET SOUTH OF A 20 IN. OAK TREE, 2
 DJ1096'FEET SOUTH OF A WHITE, WOODEN WITNESS POST.  A U.S.E. BRONZE DISK SET
 DJ1096'IN THE TOP OF A CONCRETE POST, PROJECTING 1 IN. ABOVE THE GROUND.
 DJ1096
 DJ1096                          STATION RECOVERY (1963)
 DJ1096
 DJ1096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DJ1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1086 ***********************************************************************
 DJ1086  DESIGNATION -  B M W 2 23
 DJ1086  PID         -  DJ1086
 DJ1086  STATE/COUNTY-  MS/MONROE
 DJ1086  USGS QUAD   -  WREN (1992)
 DJ1086
 DJ1086                         *CURRENT SURVEY CONTROL
 DJ1086  ___________________________________________________________________
 DJ1086* NAD 83(1986)-  33 59 29.     (N)    088 35 32.     (W)     SCALED    
 DJ1086* NAVD 88     -        93.188  (meters)     305.73   (feet)  ADJUSTED  
 DJ1086  ___________________________________________________________________
 DJ1086  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1086  DYNAMIC HT  -          93.094 (meters)     305.43  (feet)  COMP
 DJ1086  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DJ1086
 DJ1086  VERT ORDER  -  SECOND    CLASS 0
 DJ1086
 DJ1086.The horizontal coordinates were scaled from a topographic map and have
 DJ1086.an estimated accuracy of +/- 6 seconds.
 DJ1086
 DJ1086.The orthometric height was determined by differential leveling
 DJ1086.and adjusted in June 1991.
 DJ1086
 DJ1086.The geoid height was determined by GEOID03.
 DJ1086
 DJ1086.The dynamic height is computed by dividing the NAVD 88
 DJ1086.geopotential number by the normal gravity value computed on the
 DJ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1086.degrees latitude (g = 980.6199 gals.).
 DJ1086
 DJ1086.The modeled gravity was interpolated from observed gravity values.
 DJ1086
 DJ1086;                    North         East    Units  Estimated Accuracy
 DJ1086;SPC MS E     -   498,020.      322,280.      MT  (+/- 180 meters Scaled)
 DJ1086
 DJ1086                          SUPERSEDED SURVEY CONTROL
 DJ1086
 DJ1086  NGVD 29 (??/??/92)   93.12   (m)          305.5    (f) COMPUTED    2 0
 DJ1086
 DJ1086.Superseded values are not recommended for survey control.
 DJ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1086.See file dsdata.txt to determine how the superseded data were derived.
 DJ1086
 DJ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC529623(NAD 83)
 DJ1086_MARKER: DD = SURVEY DISK
 DJ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1086_STAMPING: B.M. W 2-23
 DJ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1086+STABILITY: SURFACE MOTION
 DJ1086
 DJ1086  HISTORY     - Date     Condition        Report By
 DJ1086  HISTORY     - UNK      MONUMENTED       DOD
 DJ1086  HISTORY     - 1946     GOOD             NGS
 DJ1086  HISTORY     - 1963     MARK NOT FOUND   USGS
 DJ1086
 DJ1086                          STATION DESCRIPTION
 DJ1086
 DJ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ1086'6.8 MI W FROM AMORY.
 DJ1086'ABOUT 6.8 MILES WEST ALONG STATE HIGHWAY 41 FROM THE CITY PARK AT
 DJ1086'AMORY, AT THE T JUNCTION OF A ROAD LEADING NORTHEAST, 58 FEET SOUTH OF
 DJ1086'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 11.5 FEET
 DJ1086'SOUTHEAST OF THE CENTER LINE OF A DITCH, 3.5 FEET NORTH OF A WIRE
 DJ1086'FENCE, 2 FEET SOUTH OF A WHITE, WOODEN WITNESS POST.  A BRONZE DISK
 DJ1086'SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 IN. ABOVE THE GROUND,
 DJ1086'BY U.S.E.
 DJ1086
 DJ1086                          STATION RECOVERY (1963)
 DJ1086
 DJ1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DJ1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0401 ***********************************************************************
 BH0401  DESIGNATION -  BACK BAY
 BH0401  PID         -  BH0401
 BH0401  STATE/COUNTY-  MS/HARRISON
 BH0401  USGS QUAD   -  BILOXI (1992)
 BH0401
 BH0401                         *CURRENT SURVEY CONTROL
 BH0401  ___________________________________________________________________
 BH0401* NAD 83(1986)-  30 24 48.     (N)    088 53 31.     (W)     SCALED    
 BH0401* NAVD 88     -         4.17   (+/-2cm)      13.7    (feet)  VERTCON   
 BH0401  ___________________________________________________________________
 BH0401  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0401
 BH0401.The horizontal coordinates were scaled from a topographic map and have
 BH0401.an estimated accuracy of +/- 6 seconds.
 BH0401
 BH0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0401.The vertical order pertains to the NGVD 29 superseded value.
 BH0401
 BH0401.The geoid height was determined by GEOID03.
 BH0401
 BH0401;                    North         East    Units  Estimated Accuracy
 BH0401;SPC MS E     -   101,240.      294,370.      MT  (+/- 180 meters Scaled)
 BH0401
 BH0401                          SUPERSEDED SURVEY CONTROL
 BH0401
 BH0401  NGVD 29 (??/??/??)    4.136  (m)           13.57   (f) ADJUSTED    1 2
 BH0401
 BH0401.Superseded values are not recommended for survey control.
 BH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0401.See file dsdata.txt to determine how the superseded data were derived.
 BH0401
 BH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU182661(NAD 83)
 BH0401_MARKER: B = BOLT
 BH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0401+STABILITY: SURFACE MOTION
 BH0401
 BH0401  HISTORY     - Date     Condition        Report By
 BH0401  HISTORY     - UNK      MONUMENTED       CGS
 BH0401  HISTORY     - 1968     POOR             CGS
 BH0401
 BH0401                          STATION DESCRIPTION
 BH0401
 BH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0401'IN BILOXI.
 BH0401'AT BILOXI, ABOUT 1.0 MILE NORTH ALONG CAILLAVET STREET (STATE HIGHWAY
 BH0401'15 AND 67) FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0401'AT BILOXI, NEAR THE BRIDGE ACROSS BACK BAY, 68 FEET SOUTHEAST OF THE
 BH0401'SOUTH END OF THE EAST CONCRETE BRIDGE BANNISTER, 51 FEET EAST OF THE
 BH0401'CENTER LINE OF THE STREET AND SET IN THE TOP OF A CONCRETE POST
 BH0401'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH THE
 BH0401'STREET.  NOTE-- THE POST IS LEANING TO THE SOUTHEAST.  PROBABLY SHOULD
 BH0401'BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2554 ***********************************************************************
 BH2554  DESIGNATION -  BACON
 BH2554  PID         -  BH2554
 BH2554  STATE/COUNTY-  MS/HANCOCK
 BH2554  USGS QUAD   -  NECAISE (1982)
 BH2554
 BH2554                         *CURRENT SURVEY CONTROL
 BH2554  ___________________________________________________________________
 BH2554* NAD 83(1993)-  30 30 05.60494(N)    089 26 52.53242(W)     ADJUSTED  
 BH2554* NAVD 88     -        43.39   (+/-2cm)     142.4    (feet)  VERTCON   
 BH2554  ___________________________________________________________________
 BH2554  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 BH2554  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2554  HORZ ORDER  -  SECOND
 BH2554  VERT ORDER  -  THIRD ? (See Below)
 BH2554
 BH2554.The horizontal coordinates were established by classical geodetic methods
 BH2554.and adjusted by the National Geodetic Survey in May 1994.
 BH2554
 BH2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2554.The vertical order pertains to the NGVD 29 superseded value.
 BH2554
 BH2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2554
 BH2554.The geoid height was determined by GEOID03.
 BH2554
 BH2554;                    North         East     Units Scale Factor Converg.
 BH2554;SPC MS E     -   111,180.114   241,003.132   MT  0.99999292   -0 18 43.0
 BH2554;SPC MS E     -   364,763.42    790,691.11   sFT  0.99999292   -0 18 43.0
 BH2554;UTM  16      - 3,376,912.340   265,064.598   MT  1.00028096   -1 14 35.0
 BH2554
 BH2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2554!SPC MS E     -   0.99999756  x   0.99999292  =   0.99999048
 BH2554!UTM  16      -   0.99999756  x   1.00028096  =   1.00027852
 BH2554
 BH2554:                Primary Azimuth Mark                     Grid Az
 BH2554:SPC MS E     -  SELLERS LOOKOUT TOWER                    030 48 24.0
 BH2554:UTM  16      -  SELLERS LOOKOUT TOWER                    031 44 16.0
 BH2554
 BH2554|---------------------------------------------------------------------|
 BH2554| PID    Reference Object                     Distance      Geod. Az  |
 BH2554|                                                           dddmmss.s |
 BH2554| BH2553 SELLERS LOOKOUT TOWER               APPROX.13.2 KM 0302941.0 |
 BH2554| DD8306 BACON AZ MK                                        0681934.2 |
 BH2554| DD8307 BACON RM 1                           31.099 METERS 17116     |
 BH2554| BH2727 ROCKY HILL LOT                      APPROX. 5.6 KM 1860452.1 |
 BH2554| DD8308 BACON RM 2                           36.686 METERS 27700     |
 BH2554|---------------------------------------------------------------------|
 BH2554
 BH2554                          SUPERSEDED SURVEY CONTROL
 BH2554
 BH2554  NAD 83(1986)-  30 30 05.61945(N)    089 26 52.52719(W) AD(       ) 2
 BH2554  NAD 27      -  30 30 04.92600(N)    089 26 52.33400(W) AD(       ) 2
 BH2554  NGVD 29 (07/19/86)   43.46   (m)          142.6    (f) LEVELING    3  
 BH2554
 BH2554.Superseded values are not recommended for survey control.
 BH2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2554.See file dsdata.txt to determine how the superseded data were derived.
 BH2554
 BH2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6506576912(NAD 83)
 BH2554_MARKER: DS = TRIANGULATION STATION DISK
 BH2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2554+STABILITY: SURFACE MOTION
 BH2554
 BH2554  HISTORY     - Date     Condition        Report By
 BH2554  HISTORY     - 1943     MONUMENTED       CGS
 BH2554  HISTORY     - 1951     GOOD             CGS
 BH2554  HISTORY     - 1959     GOOD             CGS
 BH2554  HISTORY     - 1972     GOOD             MSHD
 BH2554
 BH2554                          STATION DESCRIPTION
 BH2554
 BH2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2554'THE STATION IS LOCATED ABOUT 6.5 MILES N OF KILN AND 0.9 MILE W OF
 BH2554'KILN-POPLARVILLE ROAD, NEAR THE SUMMIT OF A BARE GRASSY KNOLL,
 BH2554'142 FEET SE OF LONE TRIANGULAR-BLAZED 9-INCH PINE TREE, 53 FEET W OF
 BH2554'A GRADED DIRT ROAD, 6 FEET NE OF A STANDARD REFERENCE POST.  THE
 BH2554'DISK IS STAMPED BACON 1943.
 BH2554'
 BH2554'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2554'SET IN CONCRETE.
 BH2554'
 BH2554'REFERENCE MARK NO. 1 IS 102.03 FEET S OF THE STATION, 25 FEET W OF A
 BH2554'GRADED DIRT ROAD.  THE DISK IS STAMPED BACON NO. 1 1943.
 BH2554'
 BH2554'REFERENCE MARK NO. 2 IS 120.36 FEET WNW OF THE STATION, 124 FEET SW
 BH2554'OF A LONE TRIANGULAR-BLAZED 9-INCH PINE TREE.  THE MARK IS ABOUT 3
 BH2554'FEET LOWER IN ELEVATION THEN THE STATION MARK.  THE DISK IS STAMPED
 BH2554'BACON NO. 2 1943.
 BH2554'
 BH2554'THE AZIMUTH MARK IS 0.3 MILE ENE OF THE STATION, 54 FEET SE OF A
 BH2554'TRIANGULAR-BLAZED 10-INCH PINE TREE, 25 FEET N OF A GRADED DIRT
 BH2554'ROAD, 2.7 FEET W OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED
 BH2554'BACON 1943.
 BH2554'
 BH2554'TO REACH THE STATION FROM THE POPLARVILLE POST OFFICE, GO S ON U.S.
 BH2554'HIGHWAY 11 FOR 0.55 MILE, THEN LEAVE U.S. HIGHWAY 11.  CONTINUE
 BH2554'STRAIGHT AHEAD FOR 5.4 MILES TO THE END OF THE PAVEMENT, CONTINUE S
 BH2554'ON MAIN GRAVELED ROAD FOR 2 MILES TO A FORKS AT THE SAVANNAH SERVICE
 BH2554'STATION, TURN LEFT AND GO 11.2 MILES ON MAIN GRAVELED ROAD TO A FORKS
 BH2554'AT A SMALL SERVICE STATION, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE
 BH2554'TO A FORKS AT THE SMALL VILLAGE OF NECAISE, THENCE LEFT ON MAIN
 BH2554'GRAVELED ROAD FOR 7.7 MILES TO A DIRT T-ROAD RIGHT, TURN RIGHT AND
 BH2554'GO 0.9 MILE TO THE SUMMIT OF A SMALL KNOLL AND STATION ON THE RIGHT.
 BH2554'
 BH2554'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NNE FOR 0.35 MILE TO
 BH2554'THE MARK ON THE LEFT.
 BH2554'
 BH2554'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2554
 BH2554                          STATION RECOVERY (1951)
 BH2554
 BH2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2554'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE ALL
 BH2554'RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS 1 AND 2
 BH2554'WERE MEASURED AND FOUND TO BE CORRECT.  THE 1943 DESCRIPTION BY
 BH2554'K.B.J. IS ADEQUATE EXCEPT FOR THE 9-INCH PINE AT REFERENCE MARK 2
 BH2554'AND THE 10-INCH PINE AT THE AZIMUTH MARK WHICH ARE BOTH GONE, AND THE
 BH2554'STATION IS NOW 6 FEET E  OF A WHITE WOODEN WITNESS POST.
 BH2554'
 BH2554'TO REACH THE STATION FROM THE W SIDE OF U.S. HIGHWAY 90 BRIDGE IN BAY
 BH2554'ST. LOUIS, GO W ON U.S. HIGHWAY 90 FOR 3.4 MILES TO STATE HIGHWAY
 BH2554'603 (NICHOLSON AVENUE OR KILN ROAD), GO N (RIGHT) ON STATE HIGHWAY
 BH2554'603 FOR 10.2 MILES TO CROSSROADS AT KILN, CONTINUE N ON STATE
 BH2554'HIGHWAY 603 FOR 6.8 MILES TO GRADED ROAD W, GO W (LEFT) 0.9 MILE TO
 BH2554'TOP OF KNOLL AND STATION SITE ON W (RIGHT) SIDE OF ROAD.
 BH2554
 BH2554                          STATION RECOVERY (1959)
 BH2554
 BH2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2554'THE STATION WAS VISITED 3-13-59 AND ALL MARKS WERE FOUND IN GOOD
 BH2554'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH2554'
 BH2554'THE STATION IS LOCATED 6.5 MILES NORTH OF KILN, ON A HIGH GRASSY
 BH2554'KNOLL, 0.5 MILE WEST OF THE NORTH CENTRAL HIGH SCHOOL, AND 0.15 MILE
 BH2554'SOUTH OF WHERE GRADED ROAD TAKE S SHARP TURN TO THE SOUTH, ON THE
 BH2554'HIGHEST PART OF THE HILL.  IT IS 58 FEET WEST OF THE CENTER OF THE
 BH2554'DIRT ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST BEARING A WHITE
 BH2554'SIGN.  IT IS A STANDARD DISK, STAMPED BACON 1943, PROJECTING 4
 BH2554'INCHES.
 BH2554'
 BH2554'REFERENCE MARK NO. 1 IS 102.03 FEET SOUTH F THE STATION AND 30 FEET
 BH2554'WEST OF THE CENTER OF THE ROAD.  IT IS A STANDARD DISK, STAMPED
 BH2554'BACON NO 1 1943, PROJECTING 6 INCHES.
 BH2554'
 BH2554'REFERENCE MARK NO. 2 IS 120.36 FEET WEST-NORTHWEST OF THE STATION,
 BH2554'178 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET LOWER THAN THE
 BH2554'STATION.  IT IS A STANDARD DISK, STAMPED BACON NO 2 1943, PROJECTING
 BH2554'4 INCHES.
 BH2554'
 BH2554'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, 108 PACES WEST OF
 BH2554'THE SOUTHWEST CORNER OF THE NORTH CENTRAL HIGH SCHOOL, 57 PACES
 BH2554'EAST OF THE POWER POLE ON THE NORTH SIDE OF THE ROAD WHERE POWER LINE
 BH2554'CROSSES THE HIGHWAY, 29 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BH2554'AND 64 FEET NORTH OF THE POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY.
 BH2554'IT IS A STANDARD DISK, STAMPED BACON 1943, PROJECTING 4
 BH2554'INCHES.
 BH2554'
 BH2554'TO REACH THE STATION FROM THE MELVAS STORE AT THE CROSS ROAD AT KILN,
 BH2554'GO NORTH ON STATE HIGHWAY 603 FOR 6.65 MILES TO A SIDE ROAD LEFT,
 BH2554'TURN LEFT, AND GO WEST FOR 0.35 MILE TO THE NORTH CENTRAL HIGH SCHOOL
 BH2554'ON THE RIGHT, CONTINUE WEST FOR ABOUT 100 YARDS TO THE AZIMUTH
 BH2554'MARK ON THE RIGHT, CONTINUE WEST FOR 0.5 MILE TO WHERE THE ROAD TURN
 BH2554'SHARP TO THE LEFT, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE TOP
 BH2554'OF THE HILL AND THE STATION ON THE RIGHT.
 BH2554
 BH2554                          STATION RECOVERY (1972)
 BH2554
 BH2554'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2554'THE STATION WAS VISITED 6-13-72 AND THE STATION RM NO 1 AND NO 2 AND
 BH2554'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 BH2554'OBSTRUCTED BY DENSE PINE GROWTH WHICH COULD NOT BE CUT.  AN ERROR OF
 BH2554'.89 FEET WAS FOUND IN THE MEASUREMENT TO RM NO 1.  IT IS
 BH2554'102.92 FEET RATHER THAN 102.03 AS MEASURED IN 1945.  THE DISTANCE TO
 BH2554'RM NO 2 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 BH2554'
 BH2554'THE STATION IS LOCATED 6.5 MILES NORTH OF KILN, 13.8 MILES EAST OF
 BH2554'PICAYUNE, 8.1 MILES SOUTHEAST OF CAESAR IN THE NORTHEAST 1/4
 BH2554'OF SECTION 25, T 6S, R 15W.  IT IS 55 FEET WEST OF THE CENTER OF A
 BH2554'BLACK TOP ROAD, 14 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 1
 BH2554'FOOT WEST OF A METAL WITNESS POST.
 BH2554'
 BH2554'IT IS A TRIANGULATION DISK, STAMPED BACON 1943 PROJECTING 4 INCHES.
 BH2554'
 BH2554'REFERENCE MARK NO 1 IS 102.92 FEET SOUTH OF THE STATION.  IT IS 24
 BH2554'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 27 FEET EAST OF THE
 BH2554'CENTER OF A TRACK ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BH2554'IS A REFERENCE MARK DISK, STAMPED BACON NO 1 1943 PROJECTING 6
 BH2554'INCHES.
 BH2554'
 BH2554'REFERENCE MARK NO 2 IS 120.36 FEET WEST OF THE STATION.  IT IS 178
 BH2554'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 106 FEET WEST OF THE
 BH2554'CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BH2554'IS A REFERENCE MARK DISK, STAMPED BACON NO 2 1943 PROJECTING 6
 BH2554'INCHES.
 BH2554'
 BH2554'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 178.32 FEET.
 BH2554'
 BH2554'THE AZIMUTH MARK IS 0.45 MILES EAST-NORTHEAST OF THE STATION.  IT IS
 BH2554'38 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 169 FEET
 BH2554'NORTHEAST OF THE NORTHWEST CORNER OF THE CYCLONE FENCE AROUND THE
 BH2554'ATHELETIC FIELD, 90.5 FEET NORTH-NORTHWEST OF POLE NO. 9, 91.5
 BH2554'FEET NORTH OF THE NORTH FENCE AROUND THE ATHLETIC FIELD, 158 FEET
 BH2554'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD AND 1
 BH2554'FOOT WEST OF A METAL WITNESS POST.  IT IS A AZIMUTH MARK DISK,
 BH2554'STAMPED BACON 1943 PROJECTING 4 INCHES.
 BH2554'
 BH2554'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 603 AND 43
 BH2554'ABOUT 1.5 MILES NORTH OF KILN GO NORTH ON STATE HIGHWAY 603 FOR
 BH2554'5.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A BLACK TOP
 BH2554'ROAD FOR 0.5 MILES TO THE AZIMUTH ON THE RIGHT, ABOUT 100 YARDS
 BH2554'BEYOND THE WEST WALL OF THE HANCOCK NORTH CENTRAL HIGH SCHOOL.
 BH2554'CONTINUE WEST ON A BLACK TOP ROAD FOR 0.5 MILES TO THE STATION ON
 BH2554'THE RIGHT ABOUT 0.15 MILES BEYOND A PROMINENT CURVE IN THE ROAD.
 BH2554'
 BH2554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES NORTH OF
 BH2554'KILN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2558 ***********************************************************************
 BW2558  DESIGNATION -  BACOTS 2
 BW2558  PID         -  BW2558
 BW2558  STATE/COUNTY-  MS/PIKE
 BW2558  USGS QUAD   -  MC COMB SOUTH (1972)
 BW2558
 BW2558                         *CURRENT SURVEY CONTROL
 BW2558  ___________________________________________________________________
 BW2558* NAD 83(1986)-  31 12 29.     (N)    090 22 48.     (W)     SCALED    
 BW2558* NAVD 88     -       133.03   (+/-2cm)     436.4    (feet)  VERTCON   
 BW2558  ___________________________________________________________________
 BW2558  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BW2558  VERT ORDER  -  THIRD (See Below)
 BW2558
 BW2558.The horizontal coordinates were scaled from a topographic map and have
 BW2558.an estimated accuracy of +/- 6 seconds.
 BW2558
 BW2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2558.The vertical order pertains to the NGVD 29 superseded value.
 BW2558
 BW2558.The geoid height was determined by GEOID03.
 BW2558
 BW2558;                    North         East    Units  Estimated Accuracy
 BW2558;SPC MS W     -   189,340.      695,550.      MT  (+/- 180 meters Scaled)
 BW2558
 BW2558                          SUPERSEDED SURVEY CONTROL
 BW2558
 BW2558  NGVD 29 (08/12/04)  133.05   (m)          436.5    (f) RESET       3  
 BW2558
 BW2558.Superseded values are not recommended for survey control.
 BW2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2558.See file dsdata.txt to determine how the superseded data were derived.
 BW2558
 BW2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ496556(NAD 83)
 BW2558_MARKER: DS = TRIANGULATION STATION DISK
 BW2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2558_SP_SET: CONCRETE POST
 BW2558_STAMPING: BACOTS 2 1983
 BW2558_MARK LOGO: NGS   
 BW2558_PROJECTION: FLUSH
 BW2558_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2558+STABILITY: SURFACE MOTION
 BW2558
 BW2558  HISTORY     - Date     Condition        Report By
 BW2558  HISTORY     - 1983     MONUMENTED       NGS
 BW2558  HISTORY     - 19830621 GOOD             NGS
 BW2558
 BW2558                          STATION DESCRIPTION
 BW2558
 BW2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BW2558'4.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF U.S.
 BW2558'HIGHWAY 51 IN MC COMB TO THE MARK ON THE LEFT, 125.0 FT (38.1 M)
 BW2558'EAST-NORTHEAST OF POWER POLE AT FENCE CORNER, 73.5 FT (22.4 M)
 BW2558'WEST-NORTHWEST OF POWER POLE NO. 82 AND 67.5 FT (20.6 M) NORTH OF THE
 BW2558'CENTER OF THE WEST BOUND LANES OF HIGHWAY 98, MARK IS FLUSH WITH THE
 BW2558'GROUND.
 BW2558
 BW2558                          STATION RECOVERY (1983)
 BW2558
 BW2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BW2558'THE STATION IS LOCATED 5 MI (8.0 KM) SOUTHEAST OF MCCOMB, 6.5 MI (10.5
 BW2558'KM) NORTHEAST OF MAGNOLIA, IN THE SOUTHEAST QUARTER OF SECTION 22, T
 BW2558'3N, R 8E, ON THE NORTH RIGHT OF WAY OF US HIGHWAY 98.  TO REACH FROM
 BW2558'THE JUNCTION OF US HIGHWAYS 51 AND 98 IN MCCOMB, GO SOUTHEAST ON US
 BW2558'HIGHWAY 98 FOR 4.45 MI (7.16 KM) TO A CROSSROAD AND AZIMUTH MARK ON
 BW2558'THE LEFT, CONTINUE SOUTHEAST ON HIGHWAY 98 FOR 0.3 MI (0.5 KM) TO THE
 BW2558'STATION ON THE LEFT.
 BW2558' 
 BW2558'STATION IS A STANDARD NGS DISK, STAMPED--BACOTS 2 1983--, SET IN TOP
 BW2558'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 38.10 M
 BW2558'(125.00 FT) EAST NORTHEAST OF A POWER POLE AT FENCE CORNER, 22.40 M
 BW2558'(73.49 FT) WEST NORTHWEST OF POWER POLE NO 82, 20.57 M (67.49 FT)
 BW2558'NORTH OF THE CENTER OF THE WESTBOUND LANES OF HIGHWAY 98 AND 0.30 M
 BW2558'(0.98 FT) SOUTH OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 3
 BW2558'IS A STANDARD NGS DISK, STAMPED--BACOTS 2 NO 3 1983--, SET IN TOP OF A
 BW2558'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN WOODS, 39.01 M
 BW2558'(127.99 FT) NORTHEAST OF POWER POLE AT FENCE CORNER, 32.16 M (105.51
 BW2558'FT) NORTH OF THE WESTBOUND LANES OF HIGHWAY, 29.57 M (97.01 FT)
 BW2558'NORTHWEST OF POWER POLE NO 82 AND 0.30 M (0.98 FT) SOUTH OF A METAL
 BW2558'WITNESS POST AND SIGN.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK,
 BW2558'STAMPED--BACOTS 2 NO 4 1983--, SET IN TOP OF A ROUND CONCRETE POST,
 BW2558'FLUSH WITH THE GROUND.  IT IS 15.54 M (50.98 FT) NORTH OF THE CENTER
 BW2558'OF THE WESTBOUND LANES OF HIGHWAY, 5.49 M (18.01 FT) SOUTH OF SOUTH
 BW2558'EDGE OF WOODS, 0.52 M (1.71 FT) WEST OF POWER POLE NO 82 AND 0.30 M
 BW2558'(0.98 FT) EAST OF A METAL WITNESS POST AND SIGN.  AZIMUTH MARK IS A
 BW2558'STANDARD DISK STAMPED--BACOTS 1947--, SET IN TOP OF A SQUARE CONCRETE
 BW2558'POST, 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 20.73 M (68.01
 BW2558'FT) EAST OF THE CENTER OF PAVED ROAD NORTH, 15.70 M (51.51 FT) NORTH
 BW2558'OF THE CENTER OF THE WESTBOUND LANES OF HIGHWAY 98, 16.00 M (52.49 FT)
 BW2558'WEST OF POWER POLE NO 74, 16.30 M (53.48 FT) WEST SOUTHWEST OF BM
 BW2558'98V-77 MSHD AND 0.30 M (0.98 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2559 ***********************************************************************
 BW2559  DESIGNATION -  BACOTS 2 RM 3
 BW2559  PID         -  BW2559
 BW2559  STATE/COUNTY-  MS/PIKE
 BW2559  USGS QUAD   -  MC COMB SOUTH (1972)
 BW2559
 BW2559                         *CURRENT SURVEY CONTROL
 BW2559  ___________________________________________________________________
 BW2559* NAD 83(1986)-  31 12 29.     (N)    090 22 48.     (W)     SCALED    
 BW2559* NAVD 88     -       133.22   (+/-2cm)     437.1    (feet)  VERTCON   
 BW2559  ___________________________________________________________________
 BW2559  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BW2559  VERT ORDER  -  THIRD (See Below)
 BW2559
 BW2559.The horizontal coordinates were scaled from a topographic map and have
 BW2559.an estimated accuracy of +/- 6 seconds.
 BW2559
 BW2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2559.The vertical order pertains to the NGVD 29 superseded value.
 BW2559
 BW2559.The geoid height was determined by GEOID03.
 BW2559
 BW2559;                    North         East    Units  Estimated Accuracy
 BW2559;SPC MS W     -   189,340.      695,550.      MT  (+/- 180 meters Scaled)
 BW2559
 BW2559                          SUPERSEDED SURVEY CONTROL
 BW2559
 BW2559  NGVD 29 (08/12/04)  133.24   (m)          437.1    (f) RESET       3  
 BW2559
 BW2559.Superseded values are not recommended for survey control.
 BW2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2559.See file dsdata.txt to determine how the superseded data were derived.
 BW2559
 BW2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ496556(NAD 83)
 BW2559_MARKER: DR = REFERENCE MARK DISK
 BW2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2559_SP_SET: CONCRETE POST
 BW2559_STAMPING: BACOTS 2 NO 3 1983
 BW2559_MARK LOGO: NGS   
 BW2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2559+STABILITY: SURFACE MOTION
 BW2559
 BW2559  HISTORY     - Date     Condition        Report By
 BW2559  HISTORY     - 1983     MONUMENTED       NGS
 BW2559
 BW2559                          STATION DESCRIPTION
 BW2559
 BW2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BW2559'4.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF U.S.
 BW2559'HIGHWAY 51 IN MC COMB TO THE MARK ON THE LEFT, 128.0 FT (39.0 M)
 BW2559'NORTHEAST OF A POWER POLE AT FENCE CORNER, 105.5 FT (32.2 M) NORTH OF
 BW2559'THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 98, 97.0 FT (29.6 M)
 BW2559'NORTHWEST OF POWER POLE NO. 82, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2560 ***********************************************************************
 BW2560  DESIGNATION -  BACOTS 2 RM 4
 BW2560  PID         -  BW2560
 BW2560  STATE/COUNTY-  MS/PIKE
 BW2560  USGS QUAD   -  MC COMB SOUTH (1972)
 BW2560
 BW2560                         *CURRENT SURVEY CONTROL
 BW2560  ___________________________________________________________________
 BW2560* NAD 83(1986)-  31 12 29.     (N)    090 22 48.     (W)     SCALED    
 BW2560* NAVD 88     -       133.06   (+/-2cm)     436.5    (feet)  VERTCON   
 BW2560  ___________________________________________________________________
 BW2560  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BW2560  VERT ORDER  -  THIRD (See Below)
 BW2560
 BW2560.The horizontal coordinates were scaled from a topographic map and have
 BW2560.an estimated accuracy of +/- 6 seconds.
 BW2560
 BW2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2560.The vertical order pertains to the NGVD 29 superseded value.
 BW2560
 BW2560.The geoid height was determined by GEOID03.
 BW2560
 BW2560;                    North         East    Units  Estimated Accuracy
 BW2560;SPC MS W     -   189,340.      695,550.      MT  (+/- 180 meters Scaled)
 BW2560
 BW2560                          SUPERSEDED SURVEY CONTROL
 BW2560
 BW2560  NGVD 29 (08/12/04)  133.07   (m)          436.6    (f) RESET       3  
 BW2560
 BW2560.Superseded values are not recommended for survey control.
 BW2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2560.See file dsdata.txt to determine how the superseded data were derived.
 BW2560
 BW2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ496556(NAD 83)
 BW2560_MARKER: DB = BENCH MARK DISK
 BW2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2560_SP_SET: CONCRETE POST
 BW2560_STAMPING: BACOTS 2 NO 4 1983
 BW2560_MARK LOGO: NGS   
 BW2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2560+STABILITY: SURFACE MOTION
 BW2560
 BW2560  HISTORY     - Date     Condition        Report By
 BW2560  HISTORY     - 1983     MONUMENTED       NGS
 BW2560
 BW2560                          STATION DESCRIPTION
 BW2560
 BW2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BW2560'4.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF U.S.
 BW2560'HIGHWAY 51 IN MC COMB TO THE MARK ON THE LEFT, 51.0 FT (15.5 M) NORTH
 BW2560'OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 98, 18.0 FT (5.5 M)
 BW2560'SOUTH OF SOUTH EDGE OF WOODS AND 1.7 FT (0.5 M) WEST OF POWER POLE NO.
 BW2560'82, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1536 ***********************************************************************
 CO1536  DESIGNATION -  BAD 4
 CO1536  PID         -  CO1536
 CO1536  STATE/COUNTY-  MS/LAUDERDALE
 CO1536  USGS QUAD   -  COLLINSVILLE (1983)
 CO1536
 CO1536                         *CURRENT SURVEY CONTROL
 CO1536  ___________________________________________________________________
 CO1536* NAD 83(1986)-  32 27 31.     (N)    088 48 42.     (W)     SCALED    
 CO1536* NAVD 88     -       113.687  (meters)     372.99   (feet)  ADJUSTED  
 CO1536  ___________________________________________________________________
 CO1536  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO1536  DYNAMIC HT  -         113.555 (meters)     372.56  (feet)  COMP
 CO1536  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 CO1536
 CO1536  VERT ORDER  -  SECOND    CLASS II
 CO1536
 CO1536.The horizontal coordinates were scaled from a topographic map and have
 CO1536.an estimated accuracy of +/- 6 seconds.
 CO1536
 CO1536.The orthometric height was determined by differential leveling
 CO1536.and adjusted in May 1996.
 CO1536
 CO1536.The geoid height was determined by GEOID03.
 CO1536
 CO1536.The dynamic height is computed by dividing the NAVD 88
 CO1536.geopotential number by the normal gravity value computed on the
 CO1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1536.degrees latitude (g = 980.6199 gals.).
 CO1536
 CO1536.The modeled gravity was interpolated from observed gravity values.
 CO1536
 CO1536;                    North         East    Units  Estimated Accuracy
 CO1536;SPC MS E     -   328,000.      302,040.      MT  (+/- 180 meters Scaled)
 CO1536
 CO1536                          SUPERSEDED SURVEY CONTROL
 CO1536
 CO1536.No superseded survey control is available for this station.
 CO1536
 CO1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA297927(NAD 83)
 CO1536_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CO1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1536_SP_SET: CONCRETE POST
 CO1536_STAMPING: BAD-4 BM 1 1960 OKATA CREEK
 CO1536_MARK LOGO: USE   
 CO1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1536+STABILITY: SURFACE MOTION
 CO1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1536+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO1536
 CO1536  HISTORY     - Date     Condition        Report By
 CO1536  HISTORY     - 1960     MONUMENTED       MSHD
 CO1536  HISTORY     - 19821129 GOOD             MSHD
 CO1536  HISTORY     - 19900424 GOOD             MSHD
 CO1536
 CO1536                          STATION DESCRIPTION
 CO1536
 CO1536'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO1536'13.12 KM (8.15 MI) NORTHWEST ALONG ST HWY 19 FROM THE JUNCTION OF US
 CO1536'HWY 11 AND STATE HWY 19, IN THE WEST EDGE OF MERIDIAN, TO THE MARK ON
 CO1536'THE LEFT JUST BEYOND EUGENE BROWN AND SON GROCERY AND JUST JUST BEFORE
 CO1536'REACHING A SIDE ROAD RIGHT, 14.02 M (46.0 FT) SOUTHWEST CENTER HWY 19,
 CO1536'12.50 M (41.0 FT) NORTHWEST OF A TEXACO SIGN, 1.52 M (5.0 FT) EAST
 CO1536'NORTHEAST OF A POWER POLE, 0.55 M (1.8 FT) NORTH NORTHEAST OF A FENCE
 CO1536'CORNER AND 0.30 M (1.0 FT) NORTHWEST OF WITNESS POST AND SET IN TOP OF
 CO1536'A SQUARE POST.
 CO1536
 CO1536                          STATION RECOVERY (1990)
 CO1536
 CO1536'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1536'MARK IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF COLLINSVILLE, ON
 CO1536'THE SOUTHWEST R.O.W. OF STATE HIGHWAY 19 NEAR THE JUNCTION OF
 CO1536'OKATIBBEE DAM ROAD, 8.8 MI (14.2 KM) NORTHWEST OF MERIDIAN JUST NORTH
 CO1536'OF A METAL STORE BUILDING AND IS IN SECTION 18, T 7N, R 15E.
 CO1536'TO REACH FROM THE POST OFFICE IN COLLINSVILLE, GO SOUTHEAST ON STATE
 CO1536'HIGHWAY 19 FOR 4 MI (6.4 KM) TO A SIDE ROAD LEFT AND THE MARK ON THE
 CO1536'RIGHT.
 CO1536'MARK IS A USE DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 1
 CO1536'FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES, 118
 CO1536'FT (36.0 M) NORTHWEST OF THE NORTH CORNER OF A METAL STORE BUILDING,
 CO1536'93 FT (28.3 M) NORTH NORTHEAST OF A 36 INCH OAK, 46 FT (14.0 M)
 CO1536'SOUTHWEST OF THE CENTER OF HIGHWAY 19, 43 FT (13.1 M) SOUTHEAST OF THE
 CO1536'PROJECTED CENTER OF OKATIBBEE DAM ROAD, 5 FT (1.5 M) EAST NORTHEAST
 CO1536'OF A POWER POLE, 1.8 FT (0.5 M) NORTH NORTHEAST OF A FENCE CORNER AND
 CO1536'1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1409 ***********************************************************************
 CO1409  DESIGNATION -  BAKER
 CO1409  PID         -  CO1409
 CO1409  STATE/COUNTY-  MS/RANKIN
 CO1409  USGS QUAD   -  PUCKETT NW (1980)
 CO1409
 CO1409                         *CURRENT SURVEY CONTROL
 CO1409  ___________________________________________________________________
 CO1409* NAD 83(1993)-  32 11 27.74454(N)    089 55 28.83800(W)     ADJUSTED  
 CO1409* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CO1409  ___________________________________________________________________
 CO1409  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CO1409  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CO1409  HORZ ORDER  -  SECOND
 CO1409
 CO1409.The horizontal coordinates were established by classical geodetic methods
 CO1409.and adjusted by the National Geodetic Survey in May 1994.
 CO1409
 CO1409.The orthometric height was scaled from a topographic map.
 CO1409
 CO1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1409
 CO1409.The geoid height was determined by GEOID03.
 CO1409
 CO1409;                    North         East     Units Scale Factor Converg.
 CO1409;SPC MS W     -   298,405.602   738,533.135   MT  0.99996830   +0 13 03.8
 CO1409;SPC MS W     -   979,019.05  2,423,004.13   sFT  0.99996830   +0 13 03.8
 CO1409;UTM  16      - 3,565,362.470   224,270.772   MT  1.00053768   -1 33 32.7
 CO1409;UTM  15      - 3,565,759.165   789,937.404   MT  1.00063682   +1 38 22.2
 CO1409
 CO1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1409!SPC MS W     -   0.99997981  x   0.99996830  =   0.99994811
 CO1409!UTM  16      -   0.99997981  x   1.00053768  =   1.00051748
 CO1409!UTM  15      -   0.99997981  x   1.00063682  =   1.00061662
 CO1409
 CO1409|---------------------------------------------------------------------|
 CO1409| PID    Reference Object                     Distance      Geod. Az  |
 CO1409|                                                           dddmmss.s |
 CO1409| CO1405 SANDY                               220.146 METERS 08045     |
 CO1409| CF9362 BAKER RM 1                           22.671 METERS 12308     |
 CO1409| CF9363 BAKER RM 2                           21.122 METERS 22642     |
 CO1409| CF9361 BAKER AZ MK                                        3090044.0 |
 CO1409| CO0860 BRANDON RESET                       APPROX.11.3 KM 3264357.8 |
 CO1409|---------------------------------------------------------------------|
 CO1409
 CO1409                          SUPERSEDED SURVEY CONTROL
 CO1409
 CO1409  NAD 83(1986)-  32 11 27.75860(N)    089 55 28.83452(W) AD(       ) 2
 CO1409  NAD 27      -  32 11 27.22200(N)    089 55 28.54600(W) AD(       ) 2
 CO1409
 CO1409.Superseded values are not recommended for survey control.
 CO1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1409.See file dsdata.txt to determine how the superseded data were derived.
 CO1409
 CO1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2427165362(NAD 83)
 CO1409_MARKER: DS = TRIANGULATION STATION DISK
 CO1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1409+STABILITY: SURFACE MOTION
 CO1409
 CO1409  HISTORY     - Date     Condition        Report By
 CO1409  HISTORY     - 1945     MONUMENTED       CGS
 CO1409  HISTORY     - 1957     GOOD             CGS
 CO1409  HISTORY     - 1961     GOOD             MSHD
 CO1409  HISTORY     - 1977     GOOD             MSHD
 CO1409
 CO1409                          STATION DESCRIPTION
 CO1409
 CO1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1409'STATION IS LOCATED ABOUT 7 MILES SE OF BRANDON ON THE HIGHEST
 CO1409'POINT OF A PROMINENT WOODED HILL AND ON PROPERTY OF BARRY CRANE.
 CO1409'THE MARK IS SITUATED IN A SMALL CLEARING, 30 FEET NW OF AN
 CO1409'18-INICH TRIANGULAR-BLAZED PINE TREE, AND 2 FEET E OF A STANDARD
 CO1409'WITNESS POST.
 CO1409'
 CO1409'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST,
 CO1409'IS STAMPED BAKER 1945 AND PROJECTS ABOUT 4 INCHES ABOVE
 CO1409'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CO1409'CONCRETE.
 CO1409'
 CO1409'REFERENCE MARK 1 IS 74.38 FEET SE BY E OF THE STATION.  IT
 CO1409'IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 CO1409'STAMPED BAKER NO 1 1945 AND PROJECTS ABOUT 6 INCHES ABOVE
 CO1409'GROUND.
 CO1409'
 CO1409'REFERENCE MARK 2 IS 69.30 FEET SW OF THE STATION.  IT IS A BRONZE
 CO1409'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED BAKER
 CO1409'NO 2 1945 AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 CO1409'
 CO1409'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NW OF THE STATION,
 CO1409'0.05 MILE E OF THE GRADED DIRT ROAD, 20 FEET N OF THE APPROXIMATE
 CO1409'CENTER OF THE WOODS ROAD, AND 2 FEET E OF A STANDARD WITNESS
 CO1409'POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 CO1409'POST, STAMPED BAKER 1945 AND PROJECTS ABOUT 6 INCHES ABOVE
 CO1409'GROUND.
 CO1409'
 CO1409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CO1409'STATE HIGHWAY 18 IN BRANDON, GO S FROM THE PUBLIC SQUARE ON
 CO1409'STATE HIGHWAY 18 FOR 6.45 MILES TO A DIRT ROAD RIGHT.  TURN
 CO1409'RIGHT AND GO 0.55 MILE TO A TRACK ROAD LEFT.  TURN LEFT INTO
 CO1409'THE WOODS FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CO1409'CONTINUE ON THE WOODS ROAD BEARING TO THE LEFT NEAR THE TOP
 CO1409'OF THE GRADE FOR 0.2 MILE, THEN TURN SHARP RIGHT TO THE TOP
 CO1409'OF THE HILL AND STATION AS DESCRIBED.
 CO1409'
 CO1409'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO1409
 CO1409                          STATION RECOVERY (1957)
 CO1409
 CO1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1409'THE STATION WAS VISITED ON 6-7-57 AND ALL MARKS WERE FOUND
 CO1409'IN GOOD CONDITION.
 CO1409'
 CO1409'THE STATION IS LOCATED 7 MILES SOUTHEAST OF BRANDON, ON THE
 CO1409'PROPERTY OF BARRY CRANE, ON THE TOP OF THE HIGHEST HILL
 CO1409'IN THE VICINITY, 722 FEET FROM TRIANGULATION STATION SANDY, IN THE
 CO1409'CENTER OF A SMALL CLEARING, ON THE TOP OF A HILL, 123 FEET
 CO1409'SOUTH OF THE SOUTH BANK OF AN OLD TRACK ROAD, ON THE NORTH
 CO1409'SIDE OF THE HILL, 18.5 FEET SOUTHEAST OF AN 18 INCH TRIANGULAR
 CO1409'BLAZED PINE TREE, 38 FEET WEST OF A 12 INCH TRIANGULAR BLAZED OAK
 CO1409'TREE, IT IS A STANDARD DISK, STAMPED BAKER 1945, PROJECTS 6
 CO1409'INCHES.
 CO1409'
 CO1409'REFERENCE MARK NO. 1 IS 74.38 FEET SOUTHEAST OF THE STATION,
 CO1409'57 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 57 FEET
 CO1409'SOUTH SOUTHEAST OF A 12 INCH TRIANGULAR BLAZED OAK TREE, ABOUT 3
 CO1409'FEET BELOW THE LEVEL OF THE STATION, SURROUNDED BY YOUNG PINE
 CO1409'TREES.  IT IS A STANDARD DISK, STAMPED BAKER NO 1 1945, PROJECTS
 CO1409'3 INCHES.
 CO1409'
 CO1409'REFERENCE MARK NO. 2 IS 69.30 FEET SOUTHWEST OF THE STATION, ON THE
 CO1409'SOUTHWEST SLOPE OF THE HILL, ABOUT 4 FEET BELOW THE LEVEL OF THE
 CO1409'STATION, 15.5 FEET NORTH OF AN 18 INCH TRIANGULAR BLAZED OAK
 CO1409'TREE WHICH IS LEANING TO THE SOUTHWEST.  IT IS A STANDARD DISK,
 CO1409'STAMPED BAKER NO 2 1945, PROJECTS 4 INCHES.
 CO1409'
 CO1409'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 170
 CO1409'FEET EAST OF THE CENTER LINE OF A DIM GRAVELED ROAD, 15 FEET
 CO1409'NORTH OF THE CENTER LINE OF AN OLD GRADED ROAD, 6 FEET NORTHEAST
 CO1409'OF AN 18 INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET ABOVE THE
 CO1409'LEVEL OF THE ROAD.  IT IS A STANDARD DISK, STAMPED BAKER
 CO1409'1945, PROJECTS 4 INCHES.
 CO1409'
 CO1409'TO REACH THE STATION FROM THE MEMORIAL MONUMENT AT BRANDON GO
 CO1409'0.45 MILE SOUTHEAST ALONG AN OILED STREET TO A JUNCTION WITH
 CO1409'STATE HIGHWAY 18, TURN RIGHT AND GO 5.95 MILES SOUTHEAST ALONG
 CO1409'STATE HIGHWAY 18 TO A GRADED DIRT ROAD LEADING TO THE RIGHT,
 CO1409'TURN RIGHT AND GO 0.6 MILE SOUTHEAST ALONG THE GRADED DIRT ROAD
 CO1409'TO A FORK, TAKE THE LEFT FORK OF A DIM TRACK ROAD AND GO 170
 CO1409'FEET TO THE AZIMUTH MARK ON LEFT, CONTINUE EASTERLY ALONG AN
 CO1409'OLD GRADED DIRT ROAD WHICH HAS GROWN UP WITH BRUSH AND SMALL
 CO1409'PINE TREES 0.2 MILE TO THE STATION ON THE RIGHT (THE ROAD
 CO1409'CIRCLES AROUND THE NORTH SIDE OF THE HILL AT THIS POINT),
 CO1409'TURN RIGHT AND TO ABOUT 125 FEET TO THE TOP OF THE HILL AND
 CO1409'THE STATION.
 CO1409
 CO1409                          STATION RECOVERY (1961)
 CO1409
 CO1409'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1409'THE STATION WAS VISITED 8-3-61.  THE STATION, AZIMUTH MARK,
 CO1409'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CO1409'1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CO1409'
 CO1409'METAL WITNESS POSTS WERE SET 1 FOOT SOUTHEAST OF THE STATION,
 CO1409'AND 1 FOOT SOUTH OF THE AZIMUTH MARK.
 CO1409'
 CO1409'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION BECAUSE OF DENSE
 CO1409'TIMBER.
 CO1409
 CO1409                          STATION RECOVERY (1977)
 CO1409
 CO1409'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1409'THE STATION WAS VISITED 4-5-77 AND THE STATION MARK, RM NO 1, RM NO 2
 CO1409'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CO1409'IS NOT VISIBLE FROM THE STATION.
 CO1409'
 CO1409'THE STATION IS LOCATED 6.8 MILES SOUTHEAST OF BRANDON ON TOP OF THE
 CO1409'HIGHEST HILL IN THE VICINITY, 11.2 MILES SOUTHWEST OF PELAHATCHIE,
 CO1409'11.4 MILES NORTHWEST OF PUCKETT IN THE NORTHEAST 1/4 OF SECTION 18,
 CO1409'T 4N, R 4E.  IT IS 722 FEET WEST OF TRIANGULATION STATION SANDY,
 CO1409'123 FEET SOUTH OF THE SOUTH BANK OF THE OLD TRACK ROAD, 63 FEET
 CO1409'SOUTHEAST OF A 12 INCH OAK, 57 FEET WEST-SOUTHWEST OF A 9 INCH OAK,
 CO1409'40.5 FEET WEST OF A 10 INCH OAK, 46.5 FEET NORTH OF A 10 INCH
 CO1409'HICKORY, 1 FOOT WEST OF A METAL WITNESS POST AND PROJECTS 4
 CO1409'INCHES.  IT IS A TRIANGULATION DISK, STAMPED BAKER 1945.
 CO1409'
 CO1409'REFERENCE MARK NO 1 IS 74.38 FEET SOUTHEAST OF THE STATION.  IT IS 60
 CO1409'FEET NORTH-NORTHWEST OF A 12 INCH OAK, 57 FEET WEST OF THE CENTER OF
 CO1409'A TRACK ROAD, 34 FEET EAST OF A 10 INCH OAK, 19 FEET SOUTHEAST OF A
 CO1409'9 INCH OAK, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND PROJECTS 5
 CO1409'INCHES.  IT IS A REFERENCE MARK DISK, STAMPED BAKER NO 1 1945.
 CO1409'
 CO1409'REFERENCE MARK NO 2 IS 69.30 FEET SOUTHWEST OF THE STATION ON THE
 CO1409'SOUTHWEST SLOPE OF A HILL, 23.5 FEET SOUTHWEST OF A 10 INCH HICKORY,
 CO1409'15.5 FEET NORTH OF A 15 INCHTRIANGULAR BLAZED LEANING OAK, 1 FOOT
 CO1409'EAST-SOUTHEAST OF A METAL WITNESS POST AND PROJECTS 4 INCHES.  IT
 CO1409'IS A REFERENCE MARK DISK, STAMPED BAKER NO 2 1945.
 CO1409'
 CO1409'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 170
 CO1409'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 15 FEET NORTH OF THE
 CO1409'CENTER OF A WOODS ROAD, 59.5 FEET NORTHWEST OF A 12 INCH OAK, 6
 CO1409'FEET NORTHEAST OF A 14 INCH BLAZED PINE, 1 FOOT NORTH OF A
 CO1409'METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS AN AZIMUTH MARK
 CO1409'DISK, STAMPED BAKER 1945.
 CO1409'
 CO1409'TO REACH THE STATION FROM THE COURTHOUSE IN BRANDON GO EAST ON U.S.
 CO1409'HIGHWAY 80 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 18.  TURN
 CO1409'RIGHT AND GO SOUTH ON STATE HIGHWAY 18 FOR 6.4 MILES TO AN ANGLING
 CO1409'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD
 CO1409'FOR 0.65 MILE TO A WOODS ROAD AND THE AZIMUTH MARK ON THE LEFT.  TO
 CO1409'REACH THE STATION TURN LEFT AND GO SOUTHEAST ON A GROWN UP WOODS
 CO1409'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CO1409'
 CO1409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.8 MILES SOUTHEAST
 CO1409'OF BRANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1714 ***********************************************************************
 EG1714  DESIGNATION -  BALD
 EG1714  PID         -  EG1714
 EG1714  STATE/COUNTY-  MS/UNION
 EG1714  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG1714
 EG1714                         *CURRENT SURVEY CONTROL
 EG1714  ___________________________________________________________________
 EG1714* NAD 83(1993)-  34 24 35.81085(N)    089 05 14.22201(W)     ADJUSTED  
 EG1714* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 EG1714  ___________________________________________________________________
 EG1714  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EG1714  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EG1714  HORZ ORDER  -  SECOND
 EG1714
 EG1714.The horizontal coordinates were established by classical geodetic methods
 EG1714.and adjusted by the National Geodetic Survey in May 1994.
 EG1714
 EG1714.The orthometric height was scaled from a topographic map.
 EG1714
 EG1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1714
 EG1714.The geoid height was determined by GEOID03.
 EG1714
 EG1714;                    North         East     Units Scale Factor Converg.
 EG1714;SPC MS E     -   544,448.053   276,653.275   MT  0.99995672   -0 08 36.6
 EG1714;SPC MS E     - 1,786,243.32    907,653.29   sFT  0.99995672   -0 08 36.6
 EG1714;UTM  16      - 3,809,586.887   308,159.298   MT  1.00005366   -1 10 47.7
 EG1714
 EG1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1714!SPC MS E     -   0.99998681  x   0.99995672  =   0.99994354
 EG1714!UTM  16      -   0.99998681  x   1.00005366  =   1.00004047
 EG1714
 EG1714:                Primary Azimuth Mark                     Grid Az
 EG1714:SPC MS E     -  BALD AZ MK                               002 58 27.1
 EG1714:UTM  16      -  BALD AZ MK                               004 00 38.2
 EG1714
 EG1714|---------------------------------------------------------------------|
 EG1714| PID    Reference Object                     Distance      Geod. Az  |
 EG1714|                                                           dddmmss.s |
 EG1714| CG3170 BALD AZ MK                                         0024950.5 |
 EG1714| CG3171 BALD RM 1                            43.243 METERS 02832     |
 EG1714| EG1589 ECRU MICROWAVE MAST                 APPROX.12.6 KM 1143541.8 |
 EG1714| EG1718 ECRU MUNICIPAL TANK                 APPROX. 8.6 KM 1345315.9 |
 EG1714| CG3173 BALD RM 3                            26.433 METERS 15633     |
 EG1714| CG3172 BALD RM 2                            25.688 METERS 27327     |
 EG1714|---------------------------------------------------------------------|
 EG1714
 EG1714                          SUPERSEDED SURVEY CONTROL
 EG1714
 EG1714  NAD 83(1986)-  34 24 35.82247(N)    089 05 14.21989(W) AD(       ) 2
 EG1714  NAD 27      -  34 24 35.44780(N)    089 05 13.98184(W) AD(       ) 2
 EG1714
 EG1714.Superseded values are not recommended for survey control.
 EG1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1714.See file dsdata.txt to determine how the superseded data were derived.
 EG1714
 EG1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0815909587(NAD 83)
 EG1714_MARKER: DS = TRIANGULATION STATION DISK
 EG1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1714
 EG1714  HISTORY     - Date     Condition        Report By
 EG1714  HISTORY     - 1967     MONUMENTED       CGS
 EG1714
 EG1714                          STATION DESCRIPTION
 EG1714
 EG1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1714'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF NEW ALBANY, 5 MILES
 EG1714'NORTHWEST OF ECRU
 EG1714'AND ON THE PROPERTY OF MR GEORGE EAKER.
 EG1714'
 EG1714'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 78 AND
 EG1714'STATE HIGHWAYS 15
 EG1714'AND 30 AT THE SOUTHEAST EDGE OF NEW ALBANY, GO
 EG1714'SOUTH ON STATE HIGHWAY 15 FOR 5.2
 EG1714'MILES TO A CROSSROAD.  TURN RIGHT
 EG1714'AND GO WEST ON A PAVED ROAD FOR 1.5 MILES TO THE
 EG1714'INGOMAR SCHOOL ON
 EG1714'THE LEFT.  CONTINUE WEST ON THE PAVED ROAD FOR 1.35 MILES TO WHERE
 EG1714'THE ROAD CURVES
 EG1714'SOUTH AND A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE
 EG1714'WEST ON A PAVED ROAD FOR 1.2 MILES
 EG1714'TO A CROSSROAD.  TURN RIGHT AND GO
 EG1714'NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE STATION
 EG1714'ON THE LEFT
 EG1714'JUST NORTH OF A STORE.
 EG1714'
 EG1714'STATION MARKS ARE STANDARD DISKS STAMPED BALD 1967.  THE SURFACE DISK
 EG1714'IS SET IN A ROUND
 EG1714'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EG1714'OF THE GROUND.  IT IS 50 FEET WEST
 EG1714'OF THE CENTER OF A GRAVELED ROAD,
 EG1714'77 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 EG1714'81 FEET EAST OF A
 EG1714'30 INCH GUM TREE AND 81 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 EG1714'THE STORE BUILDING.
 EG1714'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EG1714'OF CONCRETE 42 INCHES BELOW THE SURFACE
 EG1714'OF THE GROUND.
 EG1714'
 EG1714'RM NO 1, A STANDARD DISK STAMPED BALD NO 1 1967, IS SET IN A ROUND
 EG1714'CONCRETE MONUMENT
 EG1714'WHICH PROJECTS 6 INCHES.  IT IS 2.3 FEET WEST OF A
 EG1714'METAL WITNESS POST, 19 FEET EAST OF
 EG1714'THE CENTER OF THE GRAVELED ROAD
 EG1714'AND 30 FEET WEST OF A POWER POLE.
 EG1714'
 EG1714'RM NO 2, A STANDARD DISK STAMPED BALD NO 2 1967, IS SET IN A ROUND
 EG1714'CONCRETE MONUMENT
 EG1714'WHICH PROJECTS 4 INCHES.  IT IS 2.5 FEET EAST OF A
 EG1714'METAL WITNESS POST, 4 FEET NORTHWEST
 EG1714'OF THE 30 INCH GUM TREE AND 53
 EG1714'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE.
 EG1714'
 EG1714'AZIMUTH MARK A STANDARD DISK STAMPED BALD 1967, IS SET IN A ROUND
 EG1714'CONCRETE MONUMENT
 EG1714'WHICH PROJECTS 6 INCHES.  IT IS 1.7 FEET SOUTH OF A
 EG1714'METAL WITNESS POST, 2.8 FEET EAST OF
 EG1714'A POWER POLE, 27 FEET EAST OF
 EG1714'THE CENTER OF A GRAVELED ROAD AND 66 FEET WEST OF THE
 EG1714'SOUTHWEST
 EG1714'CORNER OF A HOUSE.
 EG1714'
 EG1714'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVELED
 EG1714'ROAD FOR 0.35 MILE
 EG1714'TO THE MARK ON THE RIGHT.
 EG1714'
 EG1714'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1624 ***********************************************************************
 EG1624  DESIGNATION -  BALDWYN
 EG1624  PID         -  EG1624
 EG1624  STATE/COUNTY-  MS/LEE
 EG1624  USGS QUAD   -  BALDWYN (1973)
 EG1624
 EG1624                         *CURRENT SURVEY CONTROL
 EG1624  ___________________________________________________________________
 EG1624* NAD 83(1993)-  34 30 10.99578(N)    088 38 20.25180(W)     ADJUSTED  
 EG1624* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 EG1624  ___________________________________________________________________
 EG1624  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EG1624  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1624  HORZ ORDER  -  THIRD
 EG1624
 EG1624.The horizontal coordinates were established by classical geodetic methods
 EG1624.and adjusted by the National Geodetic Survey in May 1994.
 EG1624
 EG1624.The orthometric height was scaled from a topographic map.
 EG1624
 EG1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1624
 EG1624.The geoid height was determined by GEOID03.
 EG1624
 EG1624;                    North         East     Units Scale Factor Converg.
 EG1624;SPC MS E     -   554,763.861   317,849.819   MT  0.99995393   +0 06 36.4
 EG1624;SPC MS E     - 1,820,087.77  1,042,812.28   sFT  0.99995393   +0 06 36.4
 EG1624;UTM  16      - 3,819,155.152   349,536.334   MT  0.99987905   -0 55 42.8
 EG1624
 EG1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1624!SPC MS E     -   0.99998499  x   0.99995393  =   0.99993892
 EG1624!UTM  16      -   0.99998499  x   0.99987905  =   0.99986405
 EG1624
 EG1624:                Primary Azimuth Mark                     Grid Az
 EG1624:SPC MS E     -  BALDWYN MUNICIPAL TANK                   036 14 01.7
 EG1624:UTM  16      -  BALDWYN MUNICIPAL TANK                   037 16 20.9
 EG1624
 EG1624|---------------------------------------------------------------------|
 EG1624| PID    Reference Object                     Distance      Geod. Az  |
 EG1624|                                                           dddmmss.s |
 EG1624| EG1623 BALDWYN MUNICIPAL TANK              APPROX. 0.9 KM 0362038.1 |
 EG1624| EG0583 BALDWYN RM 1                         21.730 METERS 07346     |
 EG1624| EG1290 BALDWYN 2 RESET                       5.007 METERS 14036     |
 EG1624| AI2681 BALDWYN AZ MK                                      2102915.8 |
 EG1624| EG0581 BALDWYN RM 3                         14.834 METERS 21711     |
 EG1624| AI2682 BALDWYN RM 2                         23.579 METERS 22249     |
 EG1624|---------------------------------------------------------------------|
 EG1624
 EG1624                          SUPERSEDED SURVEY CONTROL
 EG1624
 EG1624  NAD 83(1993)-  34 30 10.99934(N)    088 38 20.25571(W) AD(       ) 3
 EG1624  NAD 83(1986)-  34 30 11.00366(N)    088 38 20.25041(W) AD(       ) 3
 EG1624  NAD 27      -  34 30 10.64600(N)    088 38 20.05300(W) AD(       ) 3
 EG1624
 EG1624.Superseded values are not recommended for survey control.
 EG1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1624.See file dsdata.txt to determine how the superseded data were derived.
 EG1624
 EG1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4953619155(NAD 83)
 EG1624_MARKER: DS = TRIANGULATION STATION DISK
 EG1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1624
 EG1624  HISTORY     - Date     Condition        Report By
 EG1624  HISTORY     - 1950     MONUMENTED       CGS
 EG1624  HISTORY     - 1958     GOOD             CGS
 EG1624  HISTORY     - 1959     SEE DESCRIPTION  CGS
 EG1624
 EG1624                          STATION DESCRIPTION
 EG1624
 EG1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1624'STATION IS 0.5 MILE SOUTH OF THE JUNCTION OF U S HIGHWAY 45 AND MAIN
 EG1624'STREET AT THE TRAFFIC LIGHT
 EG1624'IN BALDWYN.  IT IS 112 FEET SOUTHEAST OF THE
 EG1624'INTERSECTION OF THE CENTERS OF U S
 EG1624'HIGHWAY 45 AND A SURFACED ROAD
 EG1624'EAST, 100 FEET NORTH OF A SAW MILL, AND 22 FEET EAST
 EG1624'OF A WITNESS POST.
 EG1624'
 EG1624'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 EG1624'HIGHWAY 0.25 MILE TO THE
 EG1624'MARK ON THE LEFT.
 EG1624'
 EG1624'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BALDWYN 1950.
 EG1624'
 EG1624'REFERENCE MARK NO 1 IS 73 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 EG1624'SURFACED ROAD AND 36 FEET
 EG1624'WEST OF THE APPROXIMATE CENTER OF AN ENTRANCE DRIVE.
 EG1624'THE MARK PROJECTS 2 INCHES AND THE
 EG1624'DISK IS STAMPED BALDWYN NO 1 1950.
 EG1624'
 EG1624'REFERENCE MARK NO 2 IS 90 FEET EAST OF THE APPROXIMATE CENTER OF THE
 EG1624'HIGHWAY.  THE MARK PROJECTS
 EG1624'5 INCHES AND THE DISK IS STAMPED BALDWYN NO 2 1950.
 EG1624'
 EG1624'THE AZIMUTH MARK IS 52 FEET EAST OF THE APPROXIMATE CENTER OF THE
 EG1624'HIGHWAY, AND 3 FEET
 EG1624'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST.  THE MARK PROJECTS
 EG1624'5 INCHES AND THE DISK IS
 EG1624'STAMPED BALDWYN 1950.
 EG1624'
 EG1624'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS 12-INCH CONCRETE
 EG1624'CYLINDERS.
 EG1624'
 EG1624'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EG1624
 EG1624                          STATION RECOVERY (1958)
 EG1624
 EG1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 EG1624'THE STATION WAS VISITED 6-10-58 AND THE STATION MARK AND
 EG1624'REFERENCE MARKS NO 1 AND
 EG1624'2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 EG1624'IN POOR CONDITION IN THE
 EG1624'CENTER OF A MOUND OF DIRT 3 FEET IN DIAMETER
 EG1624'WHICH WAS LEFT WHEN THE YARD IN WHICH THE
 EG1624'MARK WAS SET WAS EXCAVATED.
 EG1624'THE MARK SHOULD HAVE BEEN RESET AT THIS DATE BUT WAS
 EG1624'OBSTRUCTED FROM
 EG1624'THE STATION BY A POWER POLE WHICH HAD BEEN SET RECENTLY DUE TO THE
 EG1624'CONSTRUCTION OF
 EG1624'THE ROAD NEAR THE STATION.  THE AZIMUTH MARK WILL
 EG1624'SOON BE DESTROYED.  REFERENCE MARK
 EG1624'NO 2 WAS MOVED AT THE REQUEST OF
 EG1624'THE STATE HIGHWAY DEPARTMENT.  THE ENTIRE MONUMENT WAS
 EG1624'DUG UP, THE
 EG1624'DISK RESTAMPED NO 3 AND USED TO ESTABLISH REFERENCE REFERENCE MARK NO
 EG1624'3 IN A NEW
 EG1624'LOCATION.  A NEW DESCRIPTION FOLLOWS-
 EG1624'
 EG1624'THE STATION IS LOCATED 0.5 MILES SOUTH ALONG U S HIGHWAY 45 FROM ITS
 EG1624'JUNCTION WITH STATE
 EG1624'HIGHWAY 370 AT THE STOP LIGHT AT BALDWYN, IN THE SOUTHEAST
 EG1624'ANGLE OF THE JUNCTION WITH A
 EG1624'SIDE ROAD LEADING NORTHEAST, AND EAST OF
 EG1624'A SHORT ROAD PARALLELING U S HIGHWAY 45 AND
 EG1624'CONNECTING WITH ANOTHER
 EG1624'ROAD LEADING SOUTHEAST ABOUT 100 YARDS SOUTH OF THE STATION.
 EG1624'IT IS 112 FEET
 EG1624'EAST OF THE CENTERLINE OF U S HIGHWAY 45, 77 FEET SOUTHEAST
 EG1624'OF THE SIDE ROAD LEADING
 EG1624'NORTHEAST, 46 FEET SOUTHWEST OF A TELEPHONE
 EG1624'POLE SUPPORTING THE WIRES LEADING TO A
 EG1624'WHITE HOUSE SOUTHEAST OF THE
 EG1624'STATION, 115 FEET SOUTH OF A FIRE HYDRANT AND POWER POLE,
 EG1624'47 FEET NORTH
 EG1624'OF A HIGHWAY RIGHT-OF-WAY MARKER, 18.5 FEET NORTHWEST OF A
 EG1624'GARDEN FENCE AND ON THE
 EG1624'TOP OF AN 8-FOOT BANK.  IT IS A STANDARD DISK
 EG1624'STAMPED BALDWYN 1950, PROJECTING 6 INCHES.
 EG1624'
 EG1624'REFERENCE MARK 1 IS 71.32 FEET NE OF THE STATION, 72 FEET SE
 EG1624'OF THE CENTERLINE OF THE DRIVEWAY LEADING TO A WHITE HOUSE,
 EG1624'25 FEET NE OF A TELEPHONE POLE, AND 38 FEET N OF A 6 INCH
 EG1624'CEDAR TREE.  IT IS A STANDARD DISK, STAMPED BALDWYN NO 1
 EG1624'1950, FLUSH WITH THE GROUND.
 EG1624'
 EG1624'REFERENCE MARK NO 3 IS 48.68 FEET SOUTHWEST OF THE STATION, 103 FEET
 EG1624'EAST OF THE CENTERLINE OF
 EG1624'U S HIGHWAY 45, 3 FEET NORTHEAST OF A HIGHWAY
 EG1624'RIGHT-OF-WAY POST, AND 2 FEET NORTH
 EG1624'OF A FENCE CORNER.  IT IS A
 EG1624'STANDARD DISK, STAMPED BALDWYN NO 3 1950, PROJECTING 4 INCHES.
 EG1624'
 EG1624'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, ABOUT 100
 EG1624'PACES SOUTH OF A TRUCK STOP
 EG1624'AND CAFE, IN THE NORTHWEST CORNER OF A YARD, 53 FEET EAST
 EG1624'OF THE CENTERLINE OF THE
 EG1624'HIGHWAY, 35 FEET SOUTHWEST OF THE CENTER OF
 EG1624'THE DRIVEWAY LEADING TO A WHITE HOUSE, 58
 EG1624'FEET WEST OF A POWER POLE
 EG1624'WITH WIRES LEADING TO THE WHITE HOUSE AND 60 FEET SOUTH OF A
 EG1624'FIRE HYDRANT.
 EG1624'IT IS A STANDARD DISK, STAMPED BALDWYN 1950, PROJECTING 8
 EG1624'INCHES AND SETTING IN THE
 EG1624'CENTER OF A MOUND OF DIRT ABOUT 3 FEET IN
 EG1624'DIAMETER AND ABOUT 2 FEET ABOVE THE
 EG1624'SURROUNDING AREA.
 EG1624
 EG1624                          STATION RECOVERY (1959)
 EG1624
 EG1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 EG1624'BOTH SURFACE AND SUBSURFACE MARKS WERE DESTROYED AND BOTH DISKS
 EG1624'RECLAIMED BY THE
 EG1624'UNDERSIGNED, AFTER THE ESTABLISHMENT OF BALDWYN 2 FOR WHICH SEE
 EG1624'DESCRIPTION THEREOF.
 EG1624'
 EG1624'THE FOLLOWING DISTANCES AND DIRECTIONS WERE MEASURED BEFORE THE
 EG1624'STATION WAS DESTROYED-
 EG1624'
 EG1624'AZIMUTH MARK WAS ALSO FOUND DESTROYED AND THE DISK RECLAIMED.
 EG1624'
 EG1624'NOTE TO OFFICE- PLEASE CHECK ALL OF ABOVE COMPUTATIONS AND LISTINGS.
 EG1624'IT MAY BE WELL TO ALSO
 EG1624'CHECK THE DISTANCE TO R M NO 3 SINCE THERE WAS NOT
 EG1624'AVAILABLE A PREVIOUS MEASUREMENT
 EG1624'OF THIS DISTANCE TO CHECK AGAINST.
 EG1624'THE 71.29 FEET TO R M NO 1 WAS MEASURED AS 71.32 IN
 EG1624'1950.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2773 ***********************************************************************
 AI2773  DESIGNATION -  BALDWYN 2 AZ MK
 AI2773  PID         -  AI2773
 AI2773  STATE/COUNTY-  MS/LEE
 AI2773  USGS QUAD   -  BALDWYN (1973)
 AI2773
 AI2773                         *CURRENT SURVEY CONTROL
 AI2773  ___________________________________________________________________
 AI2773* NAD 83(1986)-  34 30 01.     (N)    088 38 28.     (W)     SCALED    
 AI2773* NAVD 88     -       121.52   (meters)     398.7    (feet)  RESET     
 AI2773  ___________________________________________________________________
 AI2773  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AI2773  VERT ORDER  -  THIRD
 AI2773
 AI2773.The horizontal coordinates were scaled from a topographic map and have
 AI2773.an estimated accuracy of +/- 6 seconds.
 AI2773
 AI2773.The orthometric height was computed from unverified reset data.
 AI2773.No vertical observational check was made to the station.
 AI2773
 AI2773.The geoid height was determined by GEOID03.
 AI2773
 AI2773;                    North         East    Units  Estimated Accuracy
 AI2773;SPC MS E     -   554,460.      317,650.      MT  (+/- 180 meters Scaled)
 AI2773
 AI2773                          SUPERSEDED SURVEY CONTROL
 AI2773
 AI2773.No superseded survey control is available for this station.
 AI2773
 AI2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD493188(NAD 83)
 AI2773_MARKER: DZ = AZIMUTH MARK DISK
 AI2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2773_STAMPING: BALDWYN 2 1959 1980
 AI2773_MARK LOGO: NGS   
 AI2773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2773+STABILITY: SURFACE MOTION
 AI2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2773+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AI2773
 AI2773  HISTORY     - Date     Condition        Report By
 AI2773  HISTORY     - 1980     MONUMENTED       NGS
 AI2773  HISTORY     - 20040817 GOOD             USACE
 AI2773
 AI2773                          STATION DESCRIPTION
 AI2773
 AI2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2773'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED BALDWYN 2 1959 1980 SET
 AI2773'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 46.0 FT
 AI2773'(14.0 M) WEST OF THE CENTER OF HIGHWAY 45, 23.0 FT (7.0 M) SOUTH OF
 AI2773'THE CENTER OF HOSPITAL ENTRANCE ROAD, 6.8 FT (2.1 M) EAST SOUTH EAST
 AI2773'OF THE CONCRETE BASE OF METAL STREET LIGHT POLE, 7.0 FT (2.1 M) SOUTH
 AI2773'OF SOUTH CURB OF ENTRANCE ROAD AND 2.7 FT (0.8 M) NORTHWEST OF A POWER
 AI2773'POLE. TO REACH AZIMUTH MARK FROM BALDWYN 2, GO SOUTH ON US HIGHWAY 45
 AI2773'FOR 0.25 MI (0.40 KM) TO ENTRANCE TO HOSPITAL AND MARK ON THE RIGHT.
 AI2773
 AI2773                          STATION RECOVERY (2004)
 AI2773
 AI2773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 AI2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1290 ***********************************************************************
 EG1290  DESIGNATION -  BALDWYN 2 RESET
 EG1290  PID         -  EG1290
 EG1290  STATE/COUNTY-  MS/LEE
 EG1290  USGS QUAD   -  BALDWYN (1973)
 EG1290
 EG1290                         *CURRENT SURVEY CONTROL
 EG1290  ___________________________________________________________________
 EG1290* NAD 83(1993)-  34 30 10.87021(N)    088 38 20.12723(W)     NO CHECK  
 EG1290* NAVD 88     -       121.611  (meters)     398.99   (feet)  ADJUSTED  
 EG1290  ___________________________________________________________________
 EG1290  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EG1290  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1290  DYNAMIC HT  -         121.491 (meters)     398.59  (feet)  COMP
 EG1290  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EG1290
 EG1290  HORZ ORDER  -  THIRD
 EG1290  VERT ORDER  -  FIRST     CLASS II
 EG1290
 EG1290.The horizontal coordinates were established by classical geodetic methods
 EG1290.and adjusted by the National Geodetic Survey in May 1994.
 EG1290.No horizontal observational check was made to the station.
 EG1290
 EG1290.The orthometric height was determined by differential leveling
 EG1290.and adjusted in June 1991.
 EG1290
 EG1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1290
 EG1290.The geoid height was determined by GEOID03.
 EG1290
 EG1290.The dynamic height is computed by dividing the NAVD 88
 EG1290.geopotential number by the normal gravity value computed on the
 EG1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1290.degrees latitude (g = 980.6199 gals.).
 EG1290
 EG1290.The modeled gravity was interpolated from observed gravity values.
 EG1290
 EG1290;                    North         East     Units Scale Factor Converg.
 EG1290;SPC MS E     -   554,759.998   317,853.004   MT  0.99995393   +0 06 36.4
 EG1290;SPC MS E     - 1,820,075.09  1,042,822.73   sFT  0.99995393   +0 06 36.4
 EG1290;UTM  16      - 3,819,151.232   349,539.448   MT  0.99987904   -0 55 42.8
 EG1290
 EG1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1290!SPC MS E     -   0.99998522  x   0.99995393  =   0.99993915
 EG1290!UTM  16      -   0.99998522  x   0.99987904  =   0.99986426
 EG1290
 EG1290|---------------------------------------------------------------------|
 EG1290| PID    Reference Object                     Distance      Geod. Az  |
 EG1290|                                                           dddmmss.s |
 EG1290| EG0583 BALDWYN RM 1                         20.290 METERS 06040     |
 EG1290| EG0581 BALDWYN RM 3                         14.511 METERS 23649     |
 EG1290| EG1624 BALDWYN                               5.007 METERS 32036     |
 EG1290|---------------------------------------------------------------------|
 EG1290
 EG1290                          SUPERSEDED SURVEY CONTROL
 EG1290
 EG1290  NAD 83(1993)-  34 30 10.87377(N)    088 38 20.13114(W) AD(       ) 3
 EG1290  NAD 83(1986)-  34 30 10.87810(N)    088 38 20.12584(W) AD(       ) 3
 EG1290  NAD 27      -  34 30 10.52000(N)    088 38 19.92800(W) AD(       ) 3
 EG1290  NGVD 29 (08/12/04)  121.46   (m)          398.5    (f) RESET       3  
 EG1290
 EG1290.Superseded values are not recommended for survey control.
 EG1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1290.See file dsdata.txt to determine how the superseded data were derived.
 EG1290
 EG1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4953919151(NAD 83)
 EG1290_MARKER: DS = TRIANGULATION STATION DISK
 EG1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1290_STAMPING: BALDWYN 2 1959 1980
 EG1290_MARK LOGO: NGS   
 EG1290_PROJECTION: FLUSH
 EG1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1290+STABILITY: SURFACE MOTION
 EG1290
 EG1290  HISTORY     - Date     Condition        Report By
 EG1290  HISTORY     - 1980     MONUMENTED       NGS
 EG1290  HISTORY     - 19800621 GOOD             NGS
 EG1290  HISTORY     - 1983     GOOD             NGS
 EG1290
 EG1290                          STATION DESCRIPTION
 EG1290
 EG1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EG1290'IN BALDWYN.
 EG1290'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG1290'STATE HIGHWAY 370 AT TRAFFIC LIGHT IN BALDWYN, TO MARK ON THE LEFT,
 EG1290'AT NORTH SIDE OF FIRST BAPTIST CHURCH, 37.0 METERS (121.3 FT) SOUTH
 EG1290'OF FIRE HYDRANT, 24.6 METERS (80.7 FT) NORTHEAST OF NORTHWEST CORNER
 EG1290'OF CHURCH, 14.0 METERS (46.0 FT) SOUTHEAST OF CENTER OF PAVED
 EG1290'SIDEROAD, 13.3 METERS (43.5 FT) SOUTHWEST OF SMALL TREE, 11.1 METERS
 EG1290'(36.5 FT) SOUTH-SOUTHEAST OF METAL POST WITH YIELD SIGN, AND 8.0
 EG1290'METERS (26.2 FT) NORTH OF NORTH CURB OF PARKING AREA.
 EG1290'THE MARK IS 5.0 FT ABOVE HIGHWAY.
 EG1290
 EG1290                          STATION RECOVERY (1980)
 EG1290
 EG1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EG1290'STATION SURFACE AND UNDERGROUND MARKS, REFERENCE MARKS NO 1 AND NO 3
 EG1290'WERE DESTROYED BY CONSTRUCTION OF NEW CHURCH, REFERENCE MARK NO 2 AND
 EG1290'THE AZIMUTH MARK WERE PREVIOUSLY REPORTED DESTROYED.  REFERENCE POINTS
 EG1290'A AND B AND REFERENCE MARK NO 4, ESTABLISHED IN 1973 FOR THE
 EG1290'RELOCATION OF THE STATION WERE RECOVERED IN GOOD CONDITION.  THE
 EG1290'STATION WAS REESTABLISHED FROM THESE POINTS AT THIS DATE.  NEW
 EG1290'REFERENCE MARKS NO 5 AND NO 6 AND A NEW AZIMUTH MARK WERE ALSO
 EG1290'ESTABLISHED.  REFERENCE MARK NO 4 WAS THEN DESTROYED AND THE DISK WAS
 EG1290'RECLAIMED AT REQUEST OF PROPERTY OWNER.  A COMPLETE NEW DESCRIPTION
 EG1290'FOLLOWS.
 EG1290'STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH SOUTHWEST OF THE CENTER OF
 EG1290'BALDWYN, ON THE EAST SIDE OF US HIGHWAY 45, AT THE BALDWYN FIRST
 EG1290'BAPTIST CHURCH.  TO REACH FROM THE JUNCTION OF US HIGHWAY 45 AND STATE
 EG1290'HIGHWAY 370, AT TRAFFIC LIGHT IN BALDWYN, GO SOUTH ON US HIGHWAY 45
 EG1290'FOR 0.5 MI (0.8 KM) TO CHURCH AND STATION ON THE LEFT.
 EG1290' 
 EG1290'STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED
 EG1290'-BALDWYN 2 1959 1980-.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND
 EG1290'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 121.3 FT (37.0 M) SOUTH
 EG1290'OF A FIRE HYDRANT, 111.9 FT (34.1 M) NORTHWEST OF THE NORTHWEST ONE OF
 EG1290'EIGHT COLUMNS AT NORTH ENTRANCE OF CHURCH, 80.7 FT (24.6 M) NORTH OF
 EG1290'THE NORTHWEST CORNER OF CHURCH, 46 FT (14.0 M) SOUTHEAST OF THE CENTER
 EG1290'OF PAVED SIDEROAD, 43.5 FT (13.3 M) SOUTHWEST OF A SMALL TREE, 36.5 FT
 EG1290'(11.1 M) SOUTH SOUTHEAST OF A METAL POST WITH YIELD SIGN ATTACHED AND
 EG1290'26.2 FT (8.0 M) NORTH OF THE NORTH CURB OF PAVED PARKING AREA ON NORTH
 EG1290'SIDE OF CHURCH.  REFERENCE MARK NO 5 IS A STANDARD DISK
 EG1290'STAMPED--BALDWYN 2 1959 NO 5 1980--, SET IN THE TOP OF A ROUND
 EG1290'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 109.5 FT (33.4 M)
 EG1290'NORTHWEST OF THE NORTHEAST CORNER OF CHURCH, 87.1 FT (26.5 M)
 EG1290'NORTHEAST OF THE NORTHWEST CORNER OF CHURCH, 65.6 FT (20.0 M) NORTH OF
 EG1290'THE NORTH SIDE OF CHURCH, 153.4 FT (46.8 M) SOUTH SOUTHEAST OF A FIRE
 EG1290'HYDRANT, 10.6 FT (3.2 M) NORTH OF THE NORTH CURB OF PARKING AREA ON
 EG1290'NORTH SIDE OF CHURCH.  REFERENCE MARK NO 6 IS A STANDARD DISK
 EG1290'STAMPED--BALDWYN 2 1959 NO 6 1980--, SET IN A DRILL HOLE AT THE
 EG1290'NORTHWEST CORNER OF CONCRETE WALK ALONG THE WEST SIDE OF CHURCH, 20 FT
 EG1290'(6.1 M) WEST NORTHWEST OF THE NORTHWEST CORNER OF CHURCH, 0.9 FT (27.4
 EG1290'CM) SOUTH ON THE NORTH END OF CONCRETE WALK AND 017 FT (5.2 M) EAST OF
 EG1290'THE WEST EDGE OF CONCRETE WALK.  AZIMUTH MARK IS A STANDARD DISK
 EG1290'STAMPED--BALDWYN 2 1959 1980-, SET IN THE TOP OF A ROUND CONCRETE
 EG1290'POST, FLUSH WITH THE GROUND.  IT IS 46.0 FT (14.0 M) WEST OF THE
 EG1290'CENTER OF HIGHWAY 45, 23.0 FT (7.0 M) SOUTH OF THE CENTER HOSPITAL
 EG1290'ENTRANCE ROAD, 6.8 FT (2.1 M) EAST SOUTHEAST OF CONCRETE BASE OF A
 EG1290'METAL STREET LIGHT POLE, 7.0 FT (2.1 M) SOUTH OF SOUTH CURB OF
 EG1290'ENTRANCE ROAD AND 2.7 FT (0.8 M) NORTHWEST OF A POWER POLE.  TO REACH
 EG1290'AZIMUTH MARK FROM THE STATION, GO SOUTH ON US HIGHWAY 45 FOR 0.25 MI
 EG1290'(0.40 KM) TO ENTRANCE TO HOSPITAL AND MARK ON THE RIGHT.
 EG1290
 EG1290                          STATION RECOVERY (1983)
 EG1290
 EG1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1291 ***********************************************************************
 EG1291  DESIGNATION -  BALDWYN 2 RM 5
 EG1291  PID         -  EG1291
 EG1291  STATE/COUNTY-  MS/LEE
 EG1291  USGS QUAD   -  BALDWYN (1973)
 EG1291
 EG1291                         *CURRENT SURVEY CONTROL
 EG1291  ___________________________________________________________________
 EG1291* NAD 83(1986)-  34 30 10.     (N)    088 38 20.     (W)     SCALED    
 EG1291* NAVD 88     -       121.13   (meters)     397.4    (feet)  RESET     
 EG1291  ___________________________________________________________________
 EG1291  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1291  VERT ORDER  -  THIRD
 EG1291
 EG1291.The horizontal coordinates were scaled from a topographic map and have
 EG1291.an estimated accuracy of +/- 6 seconds.
 EG1291
 EG1291.The orthometric height was computed from unverified reset data.
 EG1291.No vertical observational check was made to the station.
 EG1291
 EG1291.The geoid height was determined by GEOID03.
 EG1291
 EG1291;                    North         East    Units  Estimated Accuracy
 EG1291;SPC MS E     -   554,730.      317,860.      MT  (+/- 180 meters Scaled)
 EG1291
 EG1291                          SUPERSEDED SURVEY CONTROL
 EG1291
 EG1291  NGVD 29 (08/12/04)  121.07   (m)          397.2    (f) RESET       3  
 EG1291
 EG1291.Superseded values are not recommended for survey control.
 EG1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1291.See file dsdata.txt to determine how the superseded data were derived.
 EG1291
 EG1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD495191(NAD 83)
 EG1291_MARKER: DR = REFERENCE MARK DISK
 EG1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1291_STAMPING: BALDWYN 2 1959 N0 5 1980
 EG1291_PROJECTION: FLUSH
 EG1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1291+STABILITY: SURFACE MOTION
 EG1291
 EG1291  HISTORY     - Date     Condition        Report By
 EG1291  HISTORY     - 1980     MONUMENTED       NGS
 EG1291
 EG1291                          STATION DESCRIPTION
 EG1291
 EG1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EG1291'IN BALDWYN.
 EG1291'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 EG1291'HIGHWAY 370 AT TRAFFIC LIGHT IN BALDWYN, TO MARK ON THE LEFT, AT
 EG1291'NORTH SIDE OF FIRST BAPTIST CHURCH, 33.4 METERS (109.5 FT) NORTHWEST
 EG1291'OF NORTHEAST CORNER OF CHURCH, 26.5 METERS (87.1 FT) NORTHEAST OF
 EG1291'NORTHWEST CORNER OF CHURCH, 20.0 METERS (65.6 FT) NORTH OF NORTH
 EG1291'SIDE OF CHURCH, 46.8 METERS (153.4 FT) SOUTH-SOUTHEAST OF FIRE
 EG1291'HYDRANT, AND 3.2 METERS (10.6 FT) NORTH OF NORTH CURB OF PARKING LOT.
 EG1291'THE MARK IS 5.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1292 ***********************************************************************
 EG1292  DESIGNATION -  BALDWYN 2 RM 6
 EG1292  PID         -  EG1292
 EG1292  STATE/COUNTY-  MS/LEE
 EG1292  USGS QUAD   -  BALDWYN (1973)
 EG1292
 EG1292                         *CURRENT SURVEY CONTROL
 EG1292  ___________________________________________________________________
 EG1292* NAD 83(1986)-  34 30 10.     (N)    088 38 20.     (W)     SCALED    
 EG1292* NAVD 88     -       120.83   (meters)     396.4    (feet)  RESET     
 EG1292  ___________________________________________________________________
 EG1292  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1292  VERT ORDER  -  THIRD
 EG1292
 EG1292.The horizontal coordinates were scaled from a topographic map and have
 EG1292.an estimated accuracy of +/- 6 seconds.
 EG1292
 EG1292.The orthometric height was computed from unverified reset data.
 EG1292.No vertical observational check was made to the station.
 EG1292
 EG1292.The geoid height was determined by GEOID03.
 EG1292
 EG1292;                    North         East    Units  Estimated Accuracy
 EG1292;SPC MS E     -   554,730.      317,860.      MT  (+/- 180 meters Scaled)
 EG1292
 EG1292                          SUPERSEDED SURVEY CONTROL
 EG1292
 EG1292  NGVD 29 (08/12/04)  120.77   (m)          396.2    (f) RESET       3  
 EG1292
 EG1292.Superseded values are not recommended for survey control.
 EG1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1292.See file dsdata.txt to determine how the superseded data were derived.
 EG1292
 EG1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD495191(NAD 83)
 EG1292_MARKER: DR = REFERENCE MARK DISK
 EG1292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EG1292_SP_SET: CONCRETE WALK
 EG1292_STAMPING: BALDWYN 2 1959 N0 6 1980
 EG1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1292+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG1292
 EG1292  HISTORY     - Date     Condition        Report By
 EG1292  HISTORY     - 1980     MONUMENTED       NGS
 EG1292  HISTORY     - 20040817 GOOD             USACE
 EG1292
 EG1292                          STATION DESCRIPTION
 EG1292
 EG1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EG1292'IN BALDWYN.
 EG1292'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG1292'STATE HIGHWAY 370 AT TRAFFIC LIGHT IN BALDWYN, TO MARK ON LEFT,
 EG1292'IN THE NORTHWEST CORNER OF CONCRETE WALK ALONG WEST SIDE OF FIRST
 EG1292'BAPTIST CHURCH, 6.1 METERS (20.0 FT) WEST-NORTHWEST OF NORTHWEST
 EG1292'CORNER OF CHURCH, 0.3 METER (0.9 FT) SOUTH OF NORTH END OF CONCRETE
 EG1292'WALK, AND 0.2 METER (0.7 FT) EAST OF WEST EDGE OF CONCRETE WALK.
 EG1292'THE MARK IS 5.0 FT ABOVE HIGHWAY.
 EG1292
 EG1292                          STATION RECOVERY (2004)
 EG1292
 EG1292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2535 ***********************************************************************
 CP2535  DESIGNATION -  BALL
 CP2535  PID         -  CP2535
 CP2535  STATE/COUNTY-  MS/MADISON
 CP2535  USGS QUAD   -  CANTON (1989)
 CP2535
 CP2535                         *CURRENT SURVEY CONTROL
 CP2535  ___________________________________________________________________
 CP2535* NAD 83(1993)-  32 35 24.33287(N)    090 03 48.47920(W)     ADJUSTED  
 CP2535* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 CP2535  ___________________________________________________________________
 CP2535  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP2535  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CP2535  HORZ ORDER  -  THIRD
 CP2535
 CP2535.The horizontal coordinates were established by classical geodetic methods
 CP2535.and adjusted by the National Geodetic Survey in May 1994.
 CP2535
 CP2535.The orthometric height was scaled from a topographic map.
 CP2535
 CP2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2535
 CP2535.The geoid height was determined by GEOID03.
 CP2535
 CP2535;                    North         East     Units Scale Factor Converg.
 CP2535;SPC MS W     -   342,614.692   725,334.673   MT  0.99995791   +0 08 43.3
 CP2535;SPC MS W     - 1,124,061.70  2,379,702.17   sFT  0.99995791   +0 08 43.3
 CP2535;UTM  15      - 3,609,652.580   775,631.202   MT  1.00053693   +1 34 57.7
 CP2535;UTM  16      - 3,609,989.034   212,449.823   MT  1.00061973   -1 39 04.3
 CP2535
 CP2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2535!SPC MS W     -   0.99999136  x   0.99995791  =   0.99994927
 CP2535!UTM  15      -   0.99999136  x   1.00053693  =   1.00052829
 CP2535!UTM  16      -   0.99999136  x   1.00061973  =   1.00061109
 CP2535
 CP2535|---------------------------------------------------------------------|
 CP2535| PID    Reference Object                     Distance      Geod. Az  |
 CP2535|                                                           dddmmss.s |
 CP2535| CY3333 BALL RM 1                            20.118 METERS 00031     |
 CP2535| CP2529 CANTON FEDERAL COMPRESS CO TK       APPROX. 3.4 KM 0353432.6 |
 CP2535| CP2530 CANTON MUNICIPAL STANDPIPE          APPROX. 3.7 KM 0360312.8 |
 CP2535| CP2523 CANTON RAD STA WDOB MAST            APPROX. 5.2 KM 0382240.5 |
 CP2535| CP2527 CANTON MISS FED COOP WATER TANK     APPROX. 4.6 KM 0440052.6 |
 CP2535| CP2532 CANTON COURTHOUSE CUPOLA            APPROX. 3.7 KM 0452910.1 |
 CP2535| CP2528 CANTON INT PAPER CO RADIO MAST KKB2 APPROX. 4.5 KM 0470338.2 |
 CP2535| CP2531 CANTON HARRELD CHEVROLET CO WATER T APPROX. 2.6 KM 0750131.5 |
 CP2535| CY3334 BALL RM 2                            86.509 METERS 22325     |
 CP2535| CY3332 BALL AZ MK                                         3275102.7 |
 CP2535|---------------------------------------------------------------------|
 CP2535
 CP2535                          SUPERSEDED SURVEY CONTROL
 CP2535
 CP2535  NAD 83(1986)-  32 35 24.34664(N)    090 03 48.47546(W) AD(       ) 3
 CP2535  NAD 27      -  32 35 23.84790(N)    090 03 48.17090(W) AD(       ) 3
 CP2535
 CP2535.Superseded values are not recommended for survey control.
 CP2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2535.See file dsdata.txt to determine how the superseded data were derived.
 CP2535
 CP2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7563109653(NAD 83)
 CP2535_MARKER: DS = TRIANGULATION STATION DISK
 CP2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2535_SP_SET: CONCRETE POST
 CP2535_STAMPING: BALL 1959
 CP2535_MARK LOGO: CGS   
 CP2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2535+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 CP2535
 CP2535  HISTORY     - Date     Condition        Report By
 CP2535  HISTORY     - 1959     MONUMENTED       CGS
 CP2535  HISTORY     - 1959     GOOD             CGS
 CP2535  HISTORY     - 1964     GOOD             CGS
 CP2535  HISTORY     - 1973     GOOD             NGS
 CP2535  HISTORY     - 1982     GOOD             NGS
 CP2535  HISTORY     - 19890418 GOOD             MSHD
 CP2535
 CP2535                          STATION DESCRIPTION
 CP2535
 CP2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2535'STATION IS LOCATED ABOUT 1-1/2 MILES WEST AND 1-1/2 MILES
 CP2535'SOUTH OF CANTON, 1 MILE SOUTH AND 1 MILE EAST OF THE PANTHER
 CP2535'STORE, ON LAND OWNED BY MR. JAMES MC KAY WHO LIVES ON THE
 CP2535'PROPERTY, IN THE SOUTH-CENTRAL EDGE OF SECTION 26, T 9 N,
 CP2535'R 2 E.
 CP2535'
 CP2535'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAYS
 CP2535'16 AND 22 AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 CP2535'IN CANTON, BY GOING WESTERLY ON HIGHWAY 22 FOR 1.9 MILES
 CP2535'TO A MACADAM SIDE ROAD LEFT (THIS IS ABOUT 0.15 MILE AFTER
 CP2535'CROSSING A CONCRETE BRIDGE), TURN LEFT, SOUTH, FOR 0.9 MILE
 CP2535'TO WHERE MACADAM ROAD CURVES SHARP RIGHT AND DIRT SIDE ROAD
 CP2535'LEFT, TURN LEFT, EAST FOR 0.25 MILE TO AN IRON GATE ON THE
 CP2535'RIGHT, (THE AZIMUTH MARK IS 104 FEET SOUTH OF THIS POINT),
 CP2535'TURN RIGHT, THROUGH GATE, THEN SHARP LEFT AND FOLLOW FIELD
 CP2535'ROAD EAST THEN SOUTH FOR 0.3 MILE TO THE STATION ON THE
 CP2535'LEFT.
 CP2535'
 CP2535'STATION MARKS ARE STANDARD DISKS, STAMPED BALL 1959.  THE
 CP2535'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CP2535'POST PROJECTING 7 INCHES.  IT IS 111 FEET SOUTH OF A T-FENCE
 CP2535'CORNER OF A NORTH-SOUTH FENCE AND FENCE EXTENDING WEST,
 CP2535'36 FEET NORTHEAST OF THE NORTHWEST CORNER OF A STOCK LOADING
 CP2535'PEN, 32 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 CP2535'WEST OF A NORTH-SOUTH FENCE.  A METAL, WITNESS SIGNPOST
 CP2535'WAS SET 1.9 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK
 CP2535'WAS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 CP2535'THE GROUND SURFACE.
 CP2535'
 CP2535'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALL NO 1 1959,
 CP2535'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2535'8 INCHES.  IT IS 97 FEET NORTH-NORTHEAST OF THE NORTHWEST
 CP2535'CORNER OF THE LOADING PEN, 45 FEET SOUTH OF THE T-FENCE
 CP2535'CORNER, 15 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 CP2535'1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 CP2535'
 CP2535'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALL NO 2 1959,
 CP2535'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2535'7 INCHES.  IT IS 160 FEET WEST OF A T-FENCE CORNER OF AN
 CP2535'EAST-WEST FENCE AND FENCE EXTENDING NORTH, 147 FEET SOUTHWEST
 CP2535'OF THE SOUTHWEST CORNER OF AN OLD ABANDONED HOUSE AND 1
 CP2535'FOOT NORTH OF AN EAST-WEST FENCE.
 CP2535'
 CP2535'AZIMUTH MARK IS A STANDARD DISK, STAMPED BALL 1959, SET
 CP2535'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2535'4 INCHES.  IT IS 104 FEET SOUTH OF THE WEST GATE POST OF
 CP2535'A GATE IN AN EAST-WEST FENCE, 157 FEET EAST OF THE NORTHEAST
 CP2535'CORNER OF A HOUSE, 103 FEET NORTH OF THE NORTHEAST CORNER
 CP2535'OF A SMALL BARN AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 CP2535'A METAL, WITNESS SIGNPOST WAS SET 1.6 FEET NORTH OF THE
 CP2535'MARK.
 CP2535'
 CP2535'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 CP2535'335.18 FEET OR (102.163 METERS).
 CP2535'
 CP2535'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2535
 CP2535                          STATION RECOVERY (1959)
 CP2535
 CP2535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2535'RECOVERED IN GOOD CONDITION.
 CP2535
 CP2535                          STATION RECOVERY (1964)
 CP2535
 CP2535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2535'THE STATION WAS VISITED AUGUST, 1964 AND ALL MARKS WERE
 CP2535'FOUND IN GOOD CONDITION.
 CP2535'
 CP2535'THE DESCRIPTION IS ADEQUATE.
 CP2535
 CP2535                          STATION RECOVERY (1973)
 CP2535
 CP2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RB)
 CP2535'THE STATION WAS VISITED 11/10/73 AND THE STATION MARK, REFERENCE
 CP2535'MARKS NO. 1, NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CP2535'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CP2535'
 CP2535'THE STATION IS LOCATED 0.35 MILES EAST OF I55 AND 2.3 MILES
 CP2535'SW OF CANTON, NEAR THE SE CORNER OF THE SW 1/4 OF SECTION
 CP2535'26, T9N, R2E, ON THE PROPERTY OF WILLIAM LYNCH.  IT IS 223
 CP2535'FEET NORTH OF A SECTION FENCE, 207 FEET NORTH OF A T-FENCE
 CP2535'CORNER OF AN E-W-N FENCE, 16.7 FEET NNW OF A LARGE CRABAPPLE
 CP2535'TREE, AND 1.1 FEET WEST OF A FENCE.  A METAL WITNESS POST
 CP2535'IS 2.0 FEET SOUTH OF THE MARK.  IT IS A TRIANGULATION DISK
 CP2535'STAMPED BALL 1959 AND SET IN A 11 INCH SQUARE CONCRETE POST
 CP2535'PROJECTING 7 INCHES ABOVE GROUND LEVEL.
 CP2535'
 CP2535'REFERENCE MARK NO. 1 IS 66 FEET NORTH OF THE STATION, 273
 CP2535'FEET NORTH OF A T-FENCE CORNER OF AN E-W-N FENCE, 2.5 FEET
 CP2535'SE OF A LARGE CRABAPPLE TREE, AND 1.0 FEET WEST OF A FENCE.
 CP2535'IT IS 0.4 FEET BELOW R.M. 2.  IT IS A REFERENCE MARK DISK
 CP2535'STAMPED BALL NO 1 1959 AND SET IN A 11 INCH SQUARE CONCRETE
 CP2535'POST PROJECTING 9 INCHES ABOVE GROUND LEVEL.
 CP2535'
 CP2535'REFERENCE MARK NO. 2 IS 284 FEET SW OF THE STATION, 456
 CP2535'FEET EAST OF THE T-FENCE CORNER OF AN E-W-N FENCE, 196 FEET
 CP2535'WEST OF A T-FENCE CORNER OF AN E-W-N FENCE, 16.2 FEET NORTH
 CP2535'OF A SECTION FENCE, AND 0.6 FEET NORTH OF A FENCE.  IT IS
 CP2535'1.8 FEET BELOW THE STATION MARK.  IT IS A REFERENCE MARK
 CP2535'DISK STAMPED BALL NO 2 1959 AND SET IN A 11 INCH SQUARE
 CP2535'CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND LEVEL.
 CP2535'
 CP2535'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 CP2535'336 FEET.
 CP2535'
 CP2535'THE AZIMUTH MARK IS 0.2 MILE NW OF THE STATION, 176 FEET
 CP2535'SW OF THE WEST GATEPOST OF A SMALL IRON GATE, 157 FEET EAST
 CP2535'OF THE NE CORNER OF A FARMHOUSE, 108 FEET NORTH OF THE NE
 CP2535'CORNER OF A SMALL BARN, 105 FEET SOUTH OF THE WEST GATEPOST
 CP2535'OF A LARGE IRON GATE, AND 0.3 FEET EAST OF A FENCE.  A METAL
 CP2535'WITNESS POST IS 0.7 FEET NORTH OF THE MARK.  IT IS AN AZIMUTH
 CP2535'MARK DISK STAMPED BALL 1959 AND SET IN A 11 INCH SQUARE
 CP2535'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND LEVEL.
 CP2535'
 CP2535'TO REACH THE STATION FROM THE JUNCTION OF MISS HWY 22 AND
 CP2535'I55 ABOUT 2 MILES WEST OF CANTON, GO EAST ON HWY 22 FOR
 CP2535'100 YARDS TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 CP2535'0.8 MILES TO A LARGE ALUMINUM GATE ON THE LEFT (EAST) SIDE
 CP2535'OF THE ROAD.  (THE GATE IS OPPOSITE THE MARBLE WORKS ON
 CP2535'THE RIGHT AND IS SOMETIMES LOCKED.  THE OWNER, WILLIAM LYNCH,
 CP2535'MAY BE CONTACTED FOR ENTRANCE TO THE PROPERTY.) PASSING
 CP2535'THROUGH THE GATE GO ESE ALONG A FIELD ROAD BY A LARGE RED
 CP2535'BARN, TURN RIGHT AND GO SOUTH 0.1 MILES TO THE WESTERN-MOST
 CP2535'IRON GATE*.  PASS THROUGH THE GATE AND GO SE 0.3 MILES TO
 CP2535'THE NE CORNER OF A POND AND THE STATION IS LOCATED 200
 CP2535'YARDS SOUTH OF THE POND ON THE WEST SIDE OF THE FENCE.
 CP2535'
 CP2535'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTH 105
 CP2535'FEET AND THE MARK IS LOCATED ON THE RIGHT, ON THE EAST SIDE
 CP2535'OF THE FENCE.
 CP2535'
 CP2535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES
 CP2535'SW OF CANTON.
 CP2535
 CP2535                          STATION RECOVERY (1982)
 CP2535
 CP2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP2535'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK
 CP2535'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1959.  A NEW TO
 CP2535'REACH DESCRIPTION FOLLOWS.
 CP2535'
 CP2535'TO REACH FROM THE INTERSTATE OF HIGHWAY 55 AND STATE HIGHWA 22, AT
 CP2535'THE WEST EDGE OF CANTON, GO EAST ON STATE HIGHWAY 22 FOR ABOUT 0.05
 CP2535'MILE TO EAST FRONTAGE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 CP2535'FRONTAGE ROAD FOR 0.8 MILE TO PACE MARBLE WORKS ON THE RIGHT AND A
 CP2535'METAL GATE ON THE LEFT, TURN LEFT THRU GATE AND GO SOUTHEAST ACROSS
 CP2535'OPEN PASTURE FIELD FOR 0.15 MILE TO AN IRON GATE, CONTINUE THRU GATE
 CP2535'FOR ABOUT 100 FEET TO AZIMUTH MARKON THE RIGHT, CONTINUE SOUTH THEN
 CP2535'EAST ALONG FENCELINES FOR 0.35 MILE TO SOUTHEAST CORNER OF A LARGE
 CP2535'OPEN FIELD AND STATION AS DESCRIBED.
 CP2535
 CP2535                          STATION RECOVERY (1989)
 CP2535
 CP2535'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2535'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION. A
 CP2535'SMALL AMOUNT OF CLEARING WILL BE REQUIRED FOR THE AZIMUTH TO BE
 CP2535'VISIBLE FROM THE STATION. THE TO REACH AND THE AZIMUTH MARK
 CP2535'DESCRIPTION ARE ADEQUATE FOR RECOVERY AT THIS DATE.
 CP2535'STATION MARK IS A STANDARD DISK, STAMPED---BALL 1959---SET IN THE TOP
 CP2535'OF A SQUARE CONCRETE POST, PROJECTING 0.18 M (0.6 FT) . IT IS 62.79 M
 CP2535'(206.0 FT) NORTH OF A T-FENCE CORNER, 57.91 M (190.0 FT) SOUTH
 CP2535'SOUTHEAST OF AN 18 INCH TWIN PECAN, 4.88 M (16.0 FT) NORTH OF A
 CP2535'TRIPPLE TRUNK TREE IN A FENCE LINE, 0.61 M (2.0 FT) NORTH OF A METAL
 CP2535'WITNESS POST AND 0.3 M (1.0 FT) WEST OF A FENCE.
 CP2535'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED---BALL NO 1 1959---SET
 CP2535'IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 0.2 M (0.7 FT) . IT
 CP2535'IS 38.4 M (126.0 FT) SOUTHEAST OF AN 18 INCH PECAN, 0.61 M (2.0 FT)
 CP2535'SOUTHEAST OF A 12 INCH TWIN HACKBERRY AND 0.3 M (1.0 FT) WEST OF A
 CP2535'FENCE.
 CP2535'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---BALL NO 2 1959---SET
 CP2535'IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 0.2 M (0.7 FT) . IT
 CP2535'IS 59.44 M (195.0 FT) WEST OF A T-FENCE CORNER, 6.4 M (21.0 FT) EAST
 CP2535'OF A 16 INCH CHERRY, 1.37 M (4.5 FT) NORTHWEST A 12 INCH TWIN ELM AND
 CP2535'0.3 M (1.0 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1909 ***********************************************************************
 DK1909  DESIGNATION -  BALTZER
 DK1909  PID         -  DK1909
 DK1909  STATE/COUNTY-  MS/SUNFLOWER
 DK1909  USGS QUAD   -  BALTZER (1966)
 DK1909
 DK1909                         *CURRENT SURVEY CONTROL
 DK1909  ___________________________________________________________________
 DK1909* NAD 83(1993)-  33 58 57.22130(N)    090 35 39.93442(W)     ADJUSTED  
 DK1909* NAVD 88     -        44.40   (+/-2cm)     145.7    (feet)  VERTCON   
 DK1909  ___________________________________________________________________
 DK1909  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DK1909  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1909  HORZ ORDER  -  SECOND
 DK1909  VERT ORDER  -  THIRD ? (See Below)
 DK1909
 DK1909.The horizontal coordinates were established by classical geodetic methods
 DK1909.and adjusted by the National Geodetic Survey in May 1994.
 DK1909
 DK1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1909.The vertical order pertains to the NGVD 29 superseded value.
 DK1909
 DK1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1909
 DK1909.The geoid height was determined by GEOID03.
 DK1909
 DK1909;                    North         East     Units Scale Factor Converg.
 DK1909;SPC MS W     -   497,043.717   675,875.236   MT  0.99995717   -0 08 45.4
 DK1909;SPC MS W     - 1,630,717.59  2,217,434.00   sFT  0.99995717   -0 08 45.4
 DK1909;UTM  15      - 3,762,830.788   722,219.599   MT  1.00020878   +1 20 42.4
 DK1909
 DK1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1909!SPC MS W     -   0.99999716  x   0.99995717  =   0.99995433
 DK1909!UTM  15      -   0.99999716  x   1.00020878  =   1.00020594
 DK1909
 DK1909|---------------------------------------------------------------------|
 DK1909| PID    Reference Object                     Distance      Geod. Az  |
 DK1909|                                                           dddmmss.s |
 DK1909| CY5211 BALTZER RM 1                         32.568 METERS 03445     |
 DK1909| DK1910 TT 31 D USGS 1957                    38.573 METERS 16212     |
 DK1909| CY5210 BALTZER AZ MK                                      3553154.9 |
 DK1909|---------------------------------------------------------------------|
 DK1909
 DK1909                          SUPERSEDED SURVEY CONTROL
 DK1909
 DK1909  NAD 83(1986)-  33 58 57.23148(N)    090 35 39.93186(W) AD(       ) 2
 DK1909  NAD 27      -  33 58 56.83070(N)    090 35 39.58640(W) AD(       ) 2
 DK1909  NGVD 29 (07/19/86)   44.46   (m)          145.9    (f) LEVELING    3  
 DK1909
 DK1909.Superseded values are not recommended for survey control.
 DK1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1909.See file dsdata.txt to determine how the superseded data were derived.
 DK1909
 DK1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2222062831(NAD 83)
 DK1909_MARKER: DS = TRIANGULATION STATION DISK
 DK1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1909
 DK1909  HISTORY     - Date     Condition        Report By
 DK1909  HISTORY     - 1957     MONUMENTED       CGS
 DK1909  HISTORY     - 1967     GOOD             MSHD
 DK1909
 DK1909                          STATION DESCRIPTION
 DK1909
 DK1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1909'STATION IS APPROXIMATELY 10.0 MILES EAST-NORTHEAST OF SHELBY,
 DK1909'9.5 MILES WEST-SOUTHWEST OF TUTWILER, 2.5 MILES SOUTH OF
 DK1909'ROUNDAWAY, IN THE VILLAGE OF BALTZER, IN SECTION 3, T. 24
 DK1909'N., R. 4 W., AND ON PROPERTY OWNED BY MR. L.D. MC COY.
 DK1909'
 DK1909'TO REACH FROM THE DEPOT IN PARCHMAN, GO NORTH ON U.S. HIGHWAY
 DK1909'49 W FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 DK1909'GO WEST ON SURFACED ROAD THROUGH THE MISSISSIPPI STATE
 DK1909'PENITENTIARY FARM FOR 6.95 MILES TO A CROSSROAD AND A STORE
 DK1909'AT THE WEST EDGE OF THE PRISON FARM, TURN RIGHT AND GO NORTH
 DK1909'AND EAST ON GRAVEL ROAD FOR 2.95 MILES TO A CROSSROAD AND
 DK1909'STORE IN THE VILLAGE OF BALTZER, TURN LEFT AND GO NORTH
 DK1909'ON SURFACED ROAD FOR 175 FEET TO THE STATION ON THE LEFT.
 DK1909'(CONTINUE NORTH ON SURFACED ROAD FOR 0.5 MILE TO A DRIVEWAY
 DK1909'AND THE AZIMUTH MARK ON THE RIGHT.)
 DK1909'
 DK1909'STATION MARKS ARE STANDARD DISK STAMPED BALTZER 1957.
 DK1909'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH
 DK1909'THE SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH-SOUTHWEST
 DK1909'OF A GUY POLE, 78 FEET NORTH OF THE NORTHEAST CORNER OF
 DK1909'A HOUSE, 44 FEET WEST OF THE CENTER OF THE SURFACED ROAD
 DK1909'AND 32 FEET NORTHWEST OF A TELEPHONE POLE.  THE UNDERGROUND
 DK1909'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 DK1909'THE SURFACE OF THE GROUND.
 DK1909'
 DK1909'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BALTZER NO
 DK1909'1 1957, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DK1909'PROJECTS 5 INCHES.  IT IS 30 FEET EAST OF THE CENTER OF
 DK1909'THE SURFACED ROAD, 20.5 FEET WEST OF THE CENTER OF A GRAVEL
 DK1909'ROAD, AND 3 FEET SOUTH OF A POWER LINE POLE.  A STANDARD
 DK1909'WITNESS POST WAS SET 1.5 FEET NORTH OF THE MARK.
 DK1909'
 DK1909'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 DK1909'DISK STAMPED TT 31 D 1931, SET IN THE TOP OF A 6-INCH SQUARE
 DK1909'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 DK1909'IT IS 50 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 31
 DK1909'FEET WEST OF THE CENTER OF A SURFACED ROAD, 26 FEET SOUTHEAST
 DK1909'OF THE SOUTHEAST CORNER OF A HOUSE AND IN THE SOUTHEAST
 DK1909'CORNER OF THE YARD.
 DK1909'
 DK1909'AZIMUTH MARK, A STANDARD DISK STAMPED BALTZER 1957, IS SET
 DK1909'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DK1909'IT IS 47.5 FEET EAST OF THE CENTER OF A SURFACED ROAD,
 DK1909'33 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 1.5 FEET SOUTH
 DK1909'OF A POWER LINE POLE WITH TRANSFORMER.  A STANDARD WITNESS
 DK1909'POST WAS SET 1.5 FEET NORTHWEST OF THE MARK.
 DK1909'
 DK1909'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1909
 DK1909                          STATION RECOVERY (1967)
 DK1909
 DK1909'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1909'THE STATION WAS VISITED 9-28-67 AND THE STATION MARK, REFERENCE
 DK1909'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1909'CONDITION.
 DK1909'
 DK1909'THE STATION IS LOCATED 10.0 MILES EAST NORTHEAST OF SHELBY
 DK1909'AND 2.5 MILES SOUTH OF ROUNDAWAY IN THE NORTHEAST, 1/4 OF
 DK1909'SECTION 3, T 24 N, R 4 W AND ON PROPERTY OWNED BY MR. L.D.
 DK1909'MC COY.  IT IS 176 FEET NORTH OF THE CENTER OF THE EAST-WEST
 DK1909'BLACKTOP ROAD, 44 FEET WEST OF THE CENTER OF A BLACKTOP
 DK1909'ROAD, 80 FEET SOUTH SOUTHWEST OF POWER POLE NO. 266A, 77
 DK1909'FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE,
 DK1909'31 FEET NORTHWEST OF A TELEPHONE POLE, 63.5 FEET NORTH OF
 DK1909'A PICKETT FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 DK1909'
 DK1909'IT IS A STANDARD TRIANGULATION DISK, STAMPED BALTZER 1957
 DK1909'FLUSH WITH THE GROUND.
 DK1909'
 DK1909'REFERENCE MARK NO. 1 IS 106.85 FEET NORTH NORTHEAST OF THE
 DK1909'STATION.  IT IS 30 FEET EAST OF THE CENTER OF THE BLACKTOP
 DK1909'ROAD, 51.5 FEET WEST OF THE SOUTHWEST CORNER OF A PUMP HOUSE
 DK1909'AND 2.5 FEET SOUTH OF POWER POLE NO. 1435.  IT IS A STANDARD
 DK1909'DISK, STAMPED BALTZER NO. 1 1957, PROJECTING 8 INCHES.
 DK1909'
 DK1909'REFERENCE MARK NO. 2 IS 126.55 FEET SOUTH SOUTHEAST OF THE STATION.
 DK1909'IT IS 50 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 31
 DK1909'FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 27 FEET
 DK1909'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE WHITE
 DK1909'HOUSE AND 3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 DK1909'PICKETT FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DK1909'TT 31D 1931 PROJECTING 1 INCH.
 DK1909'
 DK1909'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 209.10
 DK1909'FEET.
 DK1909'
 DK1909'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS
 DK1909'46 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 36 FEET
 DK1909'NORTH OF THE CENTER OF THE FIELD ROAD, 1.5 FEET SOUTH
 DK1909'OF POWER POLE NO. 1428 AND 2 FEET NORTH OF A METAL WITNESS
 DK1909'POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED
 DK1909'BALTZER 1957 PROJECTING 4 INCHES.
 DK1909'
 DK1909'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DREW GO
 DK1909'WEST ON PARK AVENUE FOR 4.85 MILES TO A FORKS.  TAKE THE RIGHT FORK
 DK1909'AND CONTINUE NORTH ON A BLACKTOP ROAD FOR 7.15 MILES TO
 DK1909'A CROSSROADS AT THE WEST EDGE OF THE PARCHMAN STATE PENAL
 DK1909'FARM.  CONTINUE NORTH ON A BLACKTOP ROAD FOR 2.95 MILES
 DK1909'TO A SIDE ROAD AND THE STATION ON THE LEFT IN THE VILLAGE OF
 DK1909'BALTZER.  TO REACH THE AZIMUTH TURN LEFT (NORTH) AND CONTINUE
 DK1909'ON A BLACKTOP ROAD FOR 0.55 MILE TO A FIELD ROAD AND THE
 DK1909'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2193 ***********************************************************************
 BH2193  DESIGNATION -  BANG
 BH2193  PID         -  BH2193
 BH2193  STATE/COUNTY-  MS/JACKSON
 BH2193  USGS QUAD   -  GRAND BAY SW (1977)
 BH2193
 BH2193                         *CURRENT SURVEY CONTROL
 BH2193  ___________________________________________________________________
 BH2193* NAD 83(1993)-  30 21 26.56639(N)    088 26 40.59193(W)     ADJUSTED  
 BH2193* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2193  ___________________________________________________________________
 BH2193  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BH2193  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2193  HORZ ORDER  -  THIRD
 BH2193
 BH2193.The horizontal coordinates were established by classical geodetic methods
 BH2193.and adjusted by the National Geodetic Survey in May 1994.
 BH2193
 BH2193.The orthometric height was scaled from a topographic map.
 BH2193
 BH2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2193
 BH2193.The geoid height was determined by GEOID03.
 BH2193
 BH2193;                    North         East     Units Scale Factor Converg.
 BH2193;SPC MS E     -    95,100.913   337,369.732   MT  0.99996722   +0 11 47.3
 BH2193;SPC MS E     -   312,010.25  1,106,853.86   sFT  0.99996722   +0 11 47.3
 BH2193;SPC AL W     -    39,993.175   509,190.570   MT  1.00003503   -0 28 38.7
 BH2193;UTM  16      - 3,359,271.651   361,165.503   MT  0.99983779   -0 43 48.8
 BH2193
 BH2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2193!SPC MS E     -   1.00000442  x   0.99996722  =   0.99997164
 BH2193!SPC AL W     -   1.00000442  x   1.00003503  =   1.00003945
 BH2193!UTM  16      -   1.00000442  x   0.99983779  =   0.99984221
 BH2193
 BH2193|---------------------------------------------------------------------|
 BH2193| PID    Reference Object                     Distance      Geod. Az  |
 BH2193|                                                           dddmmss.s |
 BH2193| DD8316 BANG RM 1                            20.045 METERS 04842     |
 BH2193| BH2195 RIGOLETS                            APPROX. 4.7 KM 0950300.1 |
 BH2193| DD8317 BANG RM 2                            20.792 METERS 33952     |
 BH2193|---------------------------------------------------------------------|
 BH2193
 BH2193                          SUPERSEDED SURVEY CONTROL
 BH2193
 BH2193  NAD 83(1993)-  30 21 26.57080(N)    088 26 40.58706(W) AD(       ) 3
 BH2193  NAD 83(1986)-  30 21 26.58965(N)    088 26 40.58475(W) AD(       ) 3
 BH2193  NAD 27      -  30 21 25.87300(N)    088 26 40.54900(W) AD(       ) 3
 BH2193
 BH2193.Superseded values are not recommended for survey control.
 BH2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2193.See file dsdata.txt to determine how the superseded data were derived.
 BH2193
 BH2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6116659272(NAD 83)
 BH2193_MARKER: DS = TRIANGULATION STATION DISK
 BH2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2193
 BH2193  HISTORY     - Date     Condition        Report By
 BH2193  HISTORY     - 1935     MONUMENTED       CGS
 BH2193  HISTORY     - 1959     GOOD             CGS
 BH2193
 BH2193                          STATION DESCRIPTION
 BH2193
 BH2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2193'THE STATION IS ON THE SHELL BANK IN THE SE SECTION OF BANG ISLAND,
 BH2193'WHICH IS A SMALL ISLAND IN THE EXTREME NW PART OF POINT AUX
 BH2193'CHENES BAY.
 BH2193'
 BH2193'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2193'SET IN CONCRETE.
 BH2193'
 BH2193'THE STATION MARK, PROJECTING ABOUT 9 INCHES ABOVE GROUND IS IN THE
 BH2193'SOUTHERN EDGE OF A GROUP OF SCRUB OAKS, 10 METERS N AND 18 METERS E
 BH2193'OF THE HIGH-WATER LINE.
 BH2193'
 BH2193'R.M. NO. 1 IS 20.045 METERS NE OF THE STATION, 8 METERS N OF THE
 BH2193'HIGH-WATER LINE, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 BH2193'
 BH2193'R.M. NO. 2 IS 20.792 METERS N OF THE STATION, 35 METERS E OF THE
 BH2193'HIGH-WATER LINE, N OF THE SHELL BANK ON THE BORDER OF A MARSH, AND
 BH2193'PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 BH2193
 BH2193                          STATION RECOVERY (1959)
 BH2193
 BH2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2193'STATION AND RMS 1 AND 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 BH2193'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0210 ***********************************************************************
 BH0210  DESIGNATION -  BANK
 BH0210  PID         -  BH0210
 BH0210  STATE/COUNTY-  MS/JACKSON
 BH0210  USGS QUAD   -  BIG POINT (1982)
 BH0210
 BH0210                         *CURRENT SURVEY CONTROL
 BH0210  ___________________________________________________________________
 BH0210* NAD 83(1993)-  30 32 39.76667(N)    088 29 14.20773(W)     ADJUSTED  
 BH0210* NAVD 88     -        10.26   (+/-2cm)      33.7    (feet)  VERTCON   
 BH0210  ___________________________________________________________________
 BH0210  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BH0210  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0210  HORZ ORDER  -  SECOND
 BH0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0210
 BH0210.The horizontal coordinates were established by classical geodetic methods
 BH0210.and adjusted by the National Geodetic Survey in May 1994.
 BH0210
 BH0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0210.The vertical order pertains to the NGVD 29 superseded value.
 BH0210
 BH0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0210
 BH0210.The geoid height was determined by GEOID03.
 BH0210
 BH0210;                    North         East     Units Scale Factor Converg.
 BH0210;SPC MS E     -   115,817.611   333,204.102   MT  0.99996360   +0 10 33.1
 BH0210;SPC MS E     -   379,978.28  1,093,187.12   sFT  0.99996360   +0 10 33.1
 BH0210;SPC AL W     -    60,759.101   505,269.274   MT  1.00004400   -0 30 06.4
 BH0210;UTM  16      - 3,380,050.668   357,336.865   MT  0.99985108   -0 45 21.5
 BH0210
 BH0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0210!SPC MS E     -   1.00000288  x   0.99996360  =   0.99996648
 BH0210!SPC AL W     -   1.00000288  x   1.00004400  =   1.00004688
 BH0210!UTM  16      -   1.00000288  x   0.99985108  =   0.99985396
 BH0210
 BH0210|---------------------------------------------------------------------|
 BH0210| PID    Reference Object                     Distance      Geod. Az  |
 BH0210|                                                           dddmmss.s |
 BH0210| BH0212 BANK RM 2                            26.550 METERS 04938     |
 BH0210| BH0214 NUT                                 APPROX. 1.6 KM 1695827.2 |
 BH0210| BH0211 BANK RM 1                            24.110 METERS 29549     |
 BH0210|---------------------------------------------------------------------|
 BH0210
 BH0210                          SUPERSEDED SURVEY CONTROL
 BH0210
 BH0210  NAD 83(1993)-  30 32 39.77376(N)    088 29 14.20314(W) AD(       ) 2
 BH0210  NAD 83(1986)-  30 32 39.79035(N)    088 29 14.20330(W) AD(       ) 2
 BH0210  NAD 27      -  30 32 39.07700(N)    088 29 14.15200(W) AD(       ) 2
 BH0210  NGVD 29 (??/??/??)   10.228  (m)           33.56   (f) ADJUSTED    2 0
 BH0210
 BH0210.Superseded values are not recommended for survey control.
 BH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0210.See file dsdata.txt to determine how the superseded data were derived.
 BH0210
 BH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5733780051(NAD 83)
 BH0210_MARKER: DS = TRIANGULATION STATION DISK
 BH0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0210_STAMPING: BANK 1921
 BH0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0210+STABILITY: SURFACE MOTION
 BH0210
 BH0210  HISTORY     - Date     Condition        Report By
 BH0210  HISTORY     - 1921     MONUMENTED       CGS
 BH0210  HISTORY     - 1930     GOOD             CGS
 BH0210  HISTORY     - 1968     GOOD             MSHD
 BH0210  HISTORY     - 1973     GOOD             MSHD
 BH0210  HISTORY     - 1973     GOOD             MSHD
 BH0210
 BH0210                          STATION DESCRIPTION
 BH0210
 BH0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0210'STATION IS 1 MILE N OF NUT BANK RAILROAD STATION ON W (LEFT) SIDE OF
 BH0210'TRACK.  ON EXTENSION OF BACK AND FORWARD TANGENCY W (LEFT) RAIL.  ON
 BH0210'FIRST CURVE N OF NUT BANK RAILROAD STATION, 3/8 MILE S OF MILEPOST P
 BH0210'15, AND 8.840 METERS OR 29.00 FEET W OF W AND NEAREST RAIL.
 BH0210'
 BH0210'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0210'SET IN CONCRETE.
 BH0210'
 BH0210'REFERENCE MARK NO.1 ON W (LEFT) SIDE OF TRACK.  REFERENCE MARK NO.2
 BH0210'ON E (RIGHT) SIDE OF TRACK.
 BH0210
 BH0210                          STATION RECOVERY (1930)
 BH0210
 BH0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (WM)
 BH0210'RECOVERED AS DESCRIBED.  STATION IS ACCESSIBLE BY TRUCK ONLY BY
 BH0210'DRIVING THROUGH THE WOODS FROM THE VICINITY OF BRIGHAMS FARM.  IT IS
 BH0210'ABOUT 1-1/2 MILES S OF THAT PLACE.
 BH0210
 BH0210                          STATION RECOVERY (1968)
 BH0210
 BH0210'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH0210'THE STATION WAS VISITED 6-25-68 AND THE STATION MARK AND REFERENCE
 BH0210'MARK NO.1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 BH0210'FOUND TO BE LEANING ABOUT 15 DEGREES.
 BH0210'
 BH0210'THE STATION IS LOCATED 8.2 MILES SOUTH OF THE APPROXIMATE CENTER OF
 BH0210'HURLEY ON THE WEST RIGHT-OF-WAY OF THE MISSISSIPPI EXPORT RAILROAD
 BH0210'TRACK, 9.6 MILES NORTHEAST OF MOSS POINT IN THE NORTHEAST 1/4 OF
 BH0210'SECTION 9, T 6S, R 5W.  IT IS 28.5 FEET WEST OF THE WEST RAIL, 1
 BH0210'FOOT WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 10 INCH
 BH0210'SQUARE CONCRETE POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BH0210'TRACK.
 BH0210'
 BH0210'IT IS A TRIANGULATION DISK, STAMPED BANK 1921 AND IS FLUSH WITH THE
 BH0210'GROUND.
 BH0210'
 BH0210'REFERENCE MARK NO. 1 IS 79.10 FEET NORTHWEST OF THE STATION.  IT IS
 BH0210'99 FEET WEST OF THE WEST RAIL, 1 FOOT SOUTHEAST OF A METAL
 BH0210'WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  IT IS A
 BH0210'REFERENCE MARK DISK, STAMPED NO 1 BANK AND IS FLUSH WITH THE
 BH0210'GROUND.
 BH0210'
 BH0210'REFERENCE MARK NO. 2 IS 87.11 FEET NORTHEAST OF THE STATION.  IT IS
 BH0210'34.5 FEET EAST OF THE EAST RAIL, 1 FOOT SOUTHWEST OF A METAL
 BH0210'WITNESS POST AND ABOUT LEVEL WITH THE TRACK.  IT IS A REFERENCE MARK
 BH0210'DISK STAMPED BANK NO 2, PROJECTING 1 INCH.
 BH0210'
 BH0210'TO REACH FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH AND
 BH0210'NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH0210'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH0210'HIGHWAY 63 FOR 7.0 MILES TO THE JUNCTION OF MISSISSIPPI HIGHWAY
 BH0210'613.  CONTINUE NORTHEAST ON MISSISSIPPI HIGHWAY 613 FOR 3.3 MILES TO
 BH0210'A SIDE ROAD RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON AN ALL
 BH0210'WEATHER ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TRUN LEFT (EAST) AND
 BH0210'CONTINUE ON A BLADED ROAD FOR 0.35 MILE TO THE MISSISSIPPI EXPORT
 BH0210'RAILROAD TRACK.  THE MARK IS LOCATED APPROXIMATELY 0.15 MILE NORTH
 BH0210'ALONG THE MISSISSIPPI EXPORT RAILROAD TRACK FROM THIS POINT ON THE
 BH0210'WEST RIGHT-OF-WAY.
 BH0210'
 BH0210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.2 MILES SOUTH OF
 BH0210'HURLEY
 BH0210
 BH0210                          STATION RECOVERY (1973)
 BH0210
 BH0210'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 BH0210'THE STATION WAS VISITED 10-18-73 AND THE STATION MARK AND REFERENCE
 BH0210'MARK NO 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS
 BH0210'FOUND TO BE LEANING ABOUT 15 DEGREES AS STATED IN THE 1968
 BH0210'DESCRIPTION.
 BH0210'
 BH0210'THE STATION IS LOCATED 8 MILES NE OF THE CROSSING OF I-10 AT
 BH0210'ESCATAWPA ON THE WEST R.O.W. OF THE MISS. EXPORT RAILROAD TRACK,
 BH0210'8.4 MILES SOUTH OF HURLEY, 2.9 MILES SOUTH OF BIG POINT IN THE NE 1/4
 BH0210'OF SECTION 9, T 6S, R 5W.  IT IS 28.5 FEET WEST OF THE WEST
 BH0210'RAIL, 1 FOOT WEST OF A METAL WITNESS POST ABOUT 1 FOOT BELOW THE
 BH0210'LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND.  IT IS A
 BH0210'TRIANGULATION DISK, STAMPED BANK 1921.
 BH0210'
 BH0210'REFERENCE MARK NO 1 IS 79.10 FEET NW OF THE STATION.  IT IS 99 FEET
 BH0210'WEST OF THE WEST RAIL, 1 FOOT SE OF A METAL WITNESS POST ABOUT 1
 BH0210'FOOT BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND.  IT
 BH0210'IS A REFERENCE MARK DISK, STAMPED NO 1 BANK.
 BH0210'
 BH0210'REFERENCE MARK NO 2 IS 87.11 FEET NE OF THE STATION.  IT IS 34.5 FEET
 BH0210'EAST OF THE EAST RAIL, 1 FOOT SW OF A METAL WITNESS POST ABOUT
 BH0210'LEVEL WITH THE TRACK AND PROJECTS 1 INCH.  IT IS A REFERENCE MARK
 BH0210'DISK, STAMPED BANK NO. 2
 BH0210'
 BH0210'TO REACH THE STATION FROM THE TWIN SAVINGS BANK AND POST OFFICE AT
 BH0210'ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO
 BH0210'THE JUNCTION OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR
 BH0210'3.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SE ON A
 BH0210'GRAVELED ROAD FOR 0.4 MILE TO A BLADED ROAD ON THE LEFT JUST BEFORE
 BH0210'REACHING A CURVE.  TURN LEFT AND GO EAST ON A BLADED ROAD FOR 0.35
 BH0210'MILE TO THE RAILROAD TRACK.  THENCE NORTH ALONG THE RAILROAD TRACK
 BH0210'FOR ABOUT 0.15 MILE TO THE MARK ON THE LEFT.
 BH0210'
 BH0210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES NE OF
 BH0210'ESCATAWPA
 BH0210
 BH0210                          STATION RECOVERY (1973)
 BH0210
 BH0210'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0210'8 MI NE FROM ESCATAWPA.
 BH0210'THE MARK IS LOCATED 8 MILES NE OF THE CROSSING OF I-10 AT ESCATAWPA ON
 BH0210'THE WEST ROW OF THE MISSISSIPPI EXPORT RAILROAD TRACK, 8.4 MILES SOUTH
 BH0210'OF HURLEY, 2.9 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF SECTION 9, T
 BH0210'6S, R 5W.  IT IS 28.5 FEET WEST OF THE WEST RAIL, 1 FOOT WEST OF A
 BH0210'METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 BH0210'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE
 BH0210'GROUND.  TO REACH FROM THE TWIN SABINGS BANK AND POST OFFICE AT
 BH0210'ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE JUNCTION
 BH0210'OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 3.3 MILES TO A
 BH0210'SIDE ROAD RIGHT.  TURN RIGHT AND GO SE ON A GRAVELED ROAD FOR 0.4 MILE
 BH0210'TO A BLADED ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A BLADED ROAD
 BH0210'FOR 0.35 MILE TO THE RAILROAD TRACK.  THENCE NORTH ALONG THE RAILROAD
 BH0210'TRACK FOR ABOUT 0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2617 ***********************************************************************
 CP2617  DESIGNATION -  BANK
 CP2617  PID         -  CP2617
 CP2617  STATE/COUNTY-  MS/RANKIN
 CP2617  USGS QUAD   -  WHITFIELD (1980)
 CP2617
 CP2617                         *CURRENT SURVEY CONTROL
 CP2617  ___________________________________________________________________
 CP2617* NAD 83(1993)-  32 08 20.46293(N)    090 05 45.56147(W)     ADJUSTED  
 CP2617* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 CP2617  ___________________________________________________________________
 CP2617  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CP2617  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2617  HORZ ORDER  -  THIRD
 CP2617
 CP2617.The horizontal coordinates were established by classical geodetic methods
 CP2617.and adjusted by the National Geodetic Survey in May 1994.
 CP2617
 CP2617.The orthometric height was scaled from a topographic map.
 CP2617
 CP2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2617
 CP2617.The geoid height was determined by GEOID03.
 CP2617
 CP2617;                    North         East     Units Scale Factor Converg.
 CP2617;SPC MS W     -   292,588.576   722,392.387   MT  0.99995618   +0 07 34.5
 CP2617;SPC MS W     -   959,934.35  2,370,049.02   sFT  0.99995618   +0 07 34.5
 CP2617;UTM  15      - 3,559,539.904   773,935.941   MT  1.00052553   +1 32 45.0
 CP2617
 CP2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2617!SPC MS W     -   0.99998923  x   0.99995618  =   0.99994541
 CP2617!UTM  15      -   0.99998923  x   1.00052553  =   1.00051475
 CP2617
 CP2617|---------------------------------------------------------------------|
 CP2617| PID    Reference Object                     Distance      Geod. Az  |
 CP2617|                                                           dddmmss.s |
 CP2617| CY3341 BANK RM 1                            32.309 METERS 03810     |
 CP2617| CP2616 BANK 2                              109.929 METERS 12800     |
 CP2617| CY3340 BANK AZ MK                                         1280000.6 |
 CP2617| CY3342 BANK RM 2                            31.364 METERS 12931     |
 CP2617|---------------------------------------------------------------------|
 CP2617
 CP2617                          SUPERSEDED SURVEY CONTROL
 CP2617
 CP2617  NAD 83(1986)-  32 08 20.47708(N)    090 05 45.55742(W) AD(       ) 3
 CP2617  NAD 27      -  32 08 19.93500(N)    090 05 45.25000(W) AD(       ) 3
 CP2617
 CP2617.Superseded values are not recommended for survey control.
 CP2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2617.See file dsdata.txt to determine how the superseded data were derived.
 CP2617
 CP2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7393659540(NAD 83)
 CP2617_MARKER: DS = TRIANGULATION STATION DISK
 CP2617_SETTING: 0 = UNSPECIFIED SETTING
 CP2617
 CP2617  HISTORY     - Date     Condition        Report By
 CP2617  HISTORY     - 1945     MONUMENTED       CGS
 CP2617  HISTORY     - 1952     GOOD             CGS
 CP2617
 CP2617                          STATION DESCRIPTION
 CP2617
 CP2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2617'STATION IS LOCATED ON THE SW SIDE OF U.S. HIGHWAY 49 AND
 CP2617'ABOUT 2 MILES SE OF FLORENCE.  IT IS 59 FEET SW OF THE CENTER
 CP2617'OF THE HIGHWAY, 12 FEET W OF A STANDARD WITNESS POST, AND
 CP2617'72 FEET ESE OF A 24-INCH PINE TREE.
 CP2617'
 CP2617'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2617'POST, STAMPED BANK 1945, AND PROJECTS ABOUT 4 INCHES.
 CP2617'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2617'
 CP2617'REFERENCE MARK 1 IS 106.00 FEET E OF THE STATION ON THE E
 CP2617'SIDE OF THE HIGHWAY, 47 FEET ENE OF THE CENTER OF THE PAVEMENT,
 CP2617'AND IN THE FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET
 CP2617'IN TOP OF A CONCRETE POST, STAMPED BANK NO 1 1945, AND PROJECTS
 CP2617'ABOUT 4 INCHES ABOVE THE GROUND.
 CP2617'
 CP2617'REFERENCE MARK 2 IS 102.90 FEET S OF THE STATION ON THE W
 CP2617'SIDE OF THE HIGHWAY, 56 FEET W OF THE CENTER OF THE PAVEMENT.
 CP2617'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 CP2617'STAMPED BANK NO 2 1945, AND PROJECTS ABOUT 4 INCHES ABOVE
 CP2617'THE GROUND.
 CP2617'
 CP2617'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SE OF THE STATION
 CP2617'ON THE E SIDE OF THE HIGHWAY, 51 FEET E OF THE CENTER OF THE
 CP2617'PAVEMENT, AND 3.5 FEET N OF A STANDARD WITNESS POST.  IT IS
 CP2617'A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CP2617'BANK 1945, AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 CP2617'
 CP2617'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CP2617'49 AND 80 (ABOUT 2 MILES SE OF JACKSON), GO SE ON HIGHWAY
 CP2617'49 FOR 9.75 MILES TO A CROSSROAD ON THE E EDGE OF FLORENCE.
 CP2617'CONTINUE STRAIGHT AHEAD ON HIGHWAY 49 FOR 2.05 MILES TO THE
 CP2617'STATION ON THE RIGHT.
 CP2617'
 CP2617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE ON HIGHWAY
 CP2617'49 FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CP2617'
 CP2617'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2617
 CP2617                          STATION RECOVERY (1952)
 CP2617
 CP2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP2617'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION,
 CP2617'R.M. 1, AND R.M. 2 WERE DESTROYED AT THE REQUEST OF THE
 CP2617'LANDOWNER, EUSTUS BERRY.
 CP2617'
 CP2617'A NEW STATION, BANK 2, AND R.M.S 3 AND 4 WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2616 ***********************************************************************
 CP2616  DESIGNATION -  BANK 2
 CP2616  PID         -  CP2616
 CP2616  STATE/COUNTY-  MS/RANKIN
 CP2616  USGS QUAD   -  WHITFIELD (1980)
 CP2616
 CP2616                         *CURRENT SURVEY CONTROL
 CP2616  ___________________________________________________________________
 CP2616* NAD 83(1993)-  32 08 18.26573(N)    090 05 42.25627(W)     NO CHECK  
 CP2616* NAVD 88     -        93.940  (meters)     308.20   (feet)  ADJUSTED  
 CP2616  ___________________________________________________________________
 CP2616  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CP2616  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2616  DYNAMIC HT  -          93.829 (meters)     307.84  (feet)  COMP
 CP2616  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CP2616
 CP2616  HORZ ORDER  -  THIRD
 CP2616  VERT ORDER  -  SECOND    CLASS II
 CP2616
 CP2616.The horizontal coordinates were established by classical geodetic methods
 CP2616.and adjusted by the National Geodetic Survey in May 1994.
 CP2616.No horizontal observational check was made to the station.
 CP2616
 CP2616.The orthometric height was determined by differential leveling
 CP2616.and adjusted in May 1996.
 CP2616
 CP2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2616
 CP2616.The geoid height was determined by GEOID03.
 CP2616
 CP2616.The dynamic height is computed by dividing the NAVD 88
 CP2616.geopotential number by the normal gravity value computed on the
 CP2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2616.degrees latitude (g = 980.6199 gals.).
 CP2616
 CP2616.The modeled gravity was interpolated from observed gravity values.
 CP2616
 CP2616;                    North         East     Units Scale Factor Converg.
 CP2616;SPC MS W     -   292,521.091   722,479.157   MT  0.99995623   +0 07 36.3
 CP2616;SPC MS W     -   959,712.95  2,370,333.70   sFT  0.99995623   +0 07 36.3
 CP2616;UTM  15      - 3,559,474.552   774,024.406   MT  1.00052613   +1 32 46.6
 CP2616
 CP2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2616!SPC MS W     -   0.99998939  x   0.99995623  =   0.99994562
 CP2616!UTM  15      -   0.99998939  x   1.00052613  =   1.00051552
 CP2616
 CP2616|---------------------------------------------------------------------|
 CP2616| PID    Reference Object                     Distance      Geod. Az  |
 CP2616|                                                           dddmmss.s |
 CP2616| CP3473 BANK 2 RM 6                          25.177 METERS 03141     |
 CP2616| CY3343 BANK 2 RM 3                          26.588 METERS 04138     |
 CP2616| CY3340 BANK AZ MK                                         1270803.3 |
 CP2616| CP3472 BANK 2 AZ MK                                       1303804.9 |
 CP2616| CY3344 BANK 2 RM 5                           6.760 METERS 21606     |
 CP2616| CP3474 BANK 2 RM 4                          24.904 METERS 30404     |
 CP2616| CP2617 BANK                                109.928 METERS 30800     |
 CP2616|---------------------------------------------------------------------|
 CP2616
 CP2616                          SUPERSEDED SURVEY CONTROL
 CP2616
 CP2616  NAD 83(1986)-  32 08 18.27988(N)    090 05 42.25224(W) AD(       ) 3
 CP2616  NAD 27      -  32 08 17.73800(N)    090 05 41.94500(W) AD(       ) 3
 CP2616  NGVD 29 (07/19/86)   94.03   (m)          308.5    (f) LEVELING    3  
 CP2616
 CP2616.Superseded values are not recommended for survey control.
 CP2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2616.See file dsdata.txt to determine how the superseded data were derived.
 CP2616
 CP2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7402459475(NAD 83)
 CP2616_MARKER: DS = TRIANGULATION STATION DISK
 CP2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2616_SP_SET: CONCRETE POST
 CP2616_STAMPING: BANK 2 1952
 CP2616_MARK LOGO: CGS   
 CP2616_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2616+STABILITY: SURFACE MOTION
 CP2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2616+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1991
 CP2616
 CP2616  HISTORY     - Date     Condition        Report By
 CP2616  HISTORY     - 1952     MONUMENTED       CGS
 CP2616  HISTORY     - 1952     GOOD             CGS
 CP2616  HISTORY     - 1957     GOOD             CGS
 CP2616  HISTORY     - 1959     GOOD             CGS
 CP2616  HISTORY     - 1961     GOOD             MSHD
 CP2616  HISTORY     - 1977     GOOD             NGS
 CP2616  HISTORY     - 19910812 GOOD             MSHD
 CP2616
 CP2616                          STATION DESCRIPTION
 CP2616
 CP2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 CP2616'THE STATION IS ABOUT 14 MILES SOUTHEAST OF JACKSON, 2 MILES
 CP2616'SOUTHEAST OF FLORENCE, 100 YARDS SOUTHWEST OF ESTUS BERRYS
 CP2616'HOUSE, 39 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 49,
 CP2616'9 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST, AND ON THE
 CP2616'HIGHWAY RIGHT-OF-WAY, 23 FEET NORTH OF RIGHT-OF-WAY MONUMENT.
 CP2616'
 CP2616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 CP2616'AND THE MAIN STREET AT THE EAST EDGE OF FLORENCE, GO SOUTHEAST
 CP2616'ON HIGHWAY 49 FOR 2.1 MILES TO THE STATION ON THE RIGHT.
 CP2616'CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK
 CP2616'ON THE LEFT.
 CP2616'
 CP2616'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CP2616'BANK 2 1952.
 CP2616'
 CP2616'REFERENCE MARK 3 IS 48 FEET NORTHEAST OF THE CENTER OF U.S.
 CP2616'HIGHWAY 49, 24 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT
 CP2616'SOUTHEAST OF A WIRE FENCE.  THE MARK PROJECTS 1 INCH AND
 CP2616'THE DISK IS STAMPED BANK 2 NO 3 1952.
 CP2616'
 CP2616'REFERENCE MARK 4 IS 48 FEET SOUTHWEST OF THE CENTER OF U.S.
 CP2616'HIGHWAY 49 AND 19 FEET SOUTHEAST OF A POWER LINE POLE.  THE
 CP2616'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BANK 2 NO 4
 CP2616'1952.
 CP2616'
 CP2616'THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CP2616'49 AND 8 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  THE MARK
 CP2616'PROJECTS 4 INCHES AND THE DISK IS STAMPED BANK 1945.
 CP2616
 CP2616                          STATION RECOVERY (1952)
 CP2616
 CP2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CP2616'RECOVERED IN GOOD CONDITION.
 CP2616
 CP2616                          STATION RECOVERY (1957)
 CP2616
 CP2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2616'THE STATION WAS VISITED ON 6-4-57 AND ALL MARKS WERE FOUND
 CP2616'IN GOOD CONDITION.  THE STATION AND R.M. 4 MAY BECOME COVERED
 CP2616'WITH DIRT AND GRASS.
 CP2616'
 CP2616'THE STATION IS LOCATED 15 MILES SOUTHEAST OF JACKSON, 2.25
 CP2616'MILES SOUTH SOUTHEAST OF FLORENCE, 11.25 MILES SOUTH SOUTHWEST
 CP2616'OF BRANDON, 39 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 CP2616'HIGHWAY 49, 62 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CP2616'ILLINOIS CENTRAL RAILROAD, 171 FEET SOUTHEAST OF THE CENTER
 CP2616'LINE OF A GRAVELED ROAD WHICH LEADS SOUTHWEST ACROSS THE
 CP2616'RAILROAD, 16 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 CP2616'A DRIVEWAY LEADING TO A HOUSE OWNED BY VAUGHN A. HISTON,
 CP2616'53 FEET NORTHWEST OF AN 18 INCH LONE OAK TREE, 101 FEET
 CP2616'SOUTHEAST OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED BANK
 CP2616'2 1952, FLUSH WITH THE GROUND.
 CP2616'
 CP2616'REFERENCE MARK NO. 3 IS 87.23 FEET NORTHEAST OF THE STATION,
 CP2616'47.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30
 CP2616'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 CP2616'HOUSE, 81 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 CP2616'ON IT, 1.5 FEET SOUTHWEST OF A FENCE.  IT IS A STANDARD DISK,
 CP2616'STAMPED BANK 2 NO 3 1952, PROJECTS 1 INCH.
 CP2616'
 CP2616'REFERENCE MARK NO. 4 IS 81.61 FEET NORTHWEST OF THE STATION,
 CP2616'48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54
 CP2616'FEET NORTHEAST OF THE NORTHEAST RAIL, 90 FEET SOUTHEAST
 CP2616'OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 19 FEET
 CP2616'SOUTHEAST OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED
 CP2616'BANK NO 4 1952, FLUSH WITH THE GROUND.
 CP2616'
 CP2616'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 50
 CP2616'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 49, 118
 CP2616'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE, 14
 CP2616'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 CP2616'TO THE HOUSE, 33 FEET SOUTHEAST OF A POWER POLE, 42.5 FEET
 CP2616'SOUTHEAST OF A FENCE CORNER, ON THE EXTENDED LINE OF A FENCE
 CP2616'LEADING NORTHWEST, IT IS A STANDARD DISK, STAMPED BANK 1945,
 CP2616'PROJECTS 1 INCH.
 CP2616'
 CP2616'TO REACH THE STATION FROM THE POST OFFICE AT FLORENCE GO
 CP2616'0.4 MILE EAST ALONG STATE HIGHWAY 469 TO AN INTERSECTION
 CP2616'WITH U.S. HIGHWAY 49, TURN RIGHT AND GO 2.05 MILES SOUTHEAST
 CP2616'ALONG U.S. HIGHWAY 49 TO THE STATION ON THE RIGHT, CONTINUE
 CP2616'SOUTHEAST ALONG THE HIGHWAY 0.3 MILE TO THE AZIMUTH MARK
 CP2616'ON THE LEFT.
 CP2616
 CP2616                          STATION RECOVERY (1959)
 CP2616
 CP2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 CP2616'THE STATION WAS VISITED 4-21-59 AND ALL MARKS WERE FOUND
 CP2616'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 3
 CP2616'WERE RESET AT THIS DATE AT THE REQUEST OF THE STATE HIGHWAY
 CP2616'DEPARTMENT DUE TO AN ADDITIONAL LANE ADDED TO U.S. HIGHWAY
 CP2616'49.  REFERENCE MARK NO. 5 WAS ESTABLISHED AT THIS DATE.  THE
 CP2616'AZIMUTH MARK WAS MOVED FROM THE NORTH TO THE SOUTH SIDE
 CP2616'OF THE HIGHWAY.
 CP2616'
 CP2616'THE STATION IS LOCATED ON THE SOUTHWEST RIGHT-OF-WAY OF
 CP2616'U.S. HIGHWAY 49, ABOUT 14 MILES (AIRLINE) SOUTHEAST OF JACKSON,
 CP2616'2.0 MILES SOUTHEAST OF FLORENCE AND 0.15 MILE NORTHWEST OF
 CP2616'MILEPOST G-147 J-13 ON THE RAILROAD TRACK.  IT IS ABOUT 100
 CP2616'YARDS SOUTHWEST OF ESTUS BERRYS HOUSE, 39 FEET SOUTHWEST OF
 CP2616'THE CENTER OF THE SOUTH-BOUND LANE OF TRAFFIC ON U.S. HIGHWAY
 CP2616'49, 171 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 CP2616'LEADING SOUTHWEST ACROSS THE TRACKS, 59 FEET NORTHEAST OF
 CP2616'THE NORTHEAST RAIL OF THE TRACK, 16 FEET SOUTHEAST OF THE
 CP2616'PROJECTED CENTER OF THE DRIVEWAY LEADING NORTHEAST TO THE
 CP2616'BERRY HOUSE, 53 FEET NORTHWEST OF A LONE 18-INCH SWEET GUM
 CP2616'TREE, 101 FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT
 CP2616'SOUTHWEST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT
 CP2616'IS A STANDARD DISK STAMPED, BANK 2 1952, FLUSH WITH THE GROUND
 CP2616'REFERENCE MARK NO. 4 IS 82.61 FEET NORTHWEST OF THE STATION,
 CP2616'48 FEET SOUTHWEST OF THE SOUTHBOUND LANE OF TRAFFIC ON U.S.
 CP2616'HIGHWAY 49, 54 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CP2616'RAILROAD TRACK, 90 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 CP2616'ROAD CROSSING THE TRACKS, 19 FEET SOUTHEAST OF A POWER POLE,
 CP2616'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST BEARING A WHITE
 CP2616'SIGN.  IT IS A STANDARD DISK, STAMPED BANK 2 1952, FLUSH WITH
 CP2616'THE GROUND.
 CP2616'
 CP2616'BETWEEN THE HIGHWAY AND THE RAILROAD TRACK AND ON THE PROJECTED
 CP2616'TANGENT OF THE SOUTHWEST RAIL LEADING NORTHWEST.  IT IS 171
 CP2616'FEET SOUTHEAST OF THE ROAD CROSSING THE TRACKS, 61 FEET SOUTHWEST
 CP2616'OF THE CENTER OF THE SOUTHBOUND LANE OF TRAFFIC ON U.S. HIGHWAY
 CP2616'49, 37 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 CP2616'22 FEET NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER,
 CP2616'AND 52 FEET NORTH-NORTHWEST OF A LONE 18-INCH SWEE GUM TREE.
 CP2616'IT IS A STANDARD DISK, STAMPED BANK 2 NO 5 1952, PROJECTING
 CP2616'6 INCHES.
 CP2616'
 CP2616'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION,
 CP2616'ACROSS THE HIGHWAY AND ON THE PROJECTED PLANE OF THE NORTHWEST
 CP2616'WALL OF VAUGHN S. ALLISTON HOUSE, ON THE RIGHT-OF-WAY OF
 CP2616'THE HIGHWAY, 48 FEET SOUTH OF THE CENTER OF THE SOUTH BOUND
 CP2616'LANE OF TRAFFIC, 50 FEET NORTHEAST OF THE NORTHEAST RAIL
 CP2616'OF THE TRACK, 2 FEET NORTH OF POWER POLE NO. 48 37 FEET NORTH
 CP2616'NORTHEAST OF A TELEGRAPH POLE, AND 1 FOOT SOUTH-SOUTHWEST
 CP2616'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 CP2616'STANDARD DISK, STAMPED BANK 2 1952, PROJECTING 6 INCHES.
 CP2616'
 CP2616'TO REACH THE STATION FROM THEPOST OFFICE AT FLORENCE GO EAST
 CP2616'ON STATE HIGHWAY 468 FOR 0.4 MILE TO U.S. HIGHWAY 49, TURN
 CP2616'RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.1 MILES
 CP2616'TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.  CONTINUE
 CP2616'SOUTHEAST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2616
 CP2616                          STATION RECOVERY (1961)
 CP2616
 CP2616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2616'THE STATION WAS VISITED 7-8-61.  THE STATION, AZIMUTH MARK,
 CP2616'R.M. NO. 4 AND R.M. NO. 5 WERE FOUND IN GOOD CONDITION.  THE
 CP2616'1959 RECOVERY NOTE BY C.R.R. IS ADEQUATE.  THE AZIMUTH MARK
 CP2616'IS VISIBLE FROM THE STATION.
 CP2616'
 CP2616'METAL WITNESS POSTS WERE FOUND AT THE STATION, AZIMUTH MARK
 CP2616'AND R.M. NO. 4.
 CP2616
 CP2616                          STATION RECOVERY (1977)
 CP2616
 CP2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP2616'STATION MARK, REFERENCE MARK NO 4 AND THE AZIMUTH MARK WERE RECOVERED
 CP2616'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION
 CP2616'DUE TO TREES.  REFERENCE MARK NO 5 WAS NOT FOUND AND IS BELIEVED
 CP2616'DESTROYED.  A NEW REFERENCE MARK NO. 6 WAS ESTABLISHED AT THIS
 CP2616'DATE.  A NEW DESCRIPTION FOLLOWS--
 CP2616'
 CP2616'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF JACKSON 2 MILES SOUTH
 CP2616'EAST OF FLORENCE, ON RIGHT OF WAY BETWEEN U.S. HIGHWAY 49 AND RAILROAD
 CP2616'TRACKS.
 CP2616'
 CP2616'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469
 CP2616'IN FLORENCE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.15 MILES TO STATION
 CP2616'ON THE RIGHT.
 CP2616'
 CP2616'STATION MARK IS A TRIANGULATION STATION DISK, STAMPED---BANK 2
 CP2616'1952---SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 CP2616'GROUND.  IT IS 170 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 137
 CP2616'FEET NORTHWEST OF THE NORTHWEST END OF SOUTHWEST HEADWALL OF CONCRETE
 CP2616'CULVERT, 101.5 FEET SOUTHEAST OF A POWER POLE WITH GUY WIRE, 61 FEET
 CP2616'SOUTHEAST OF NORTHEAST POST OF METAL SIGN, 60 FEET NORTHEAST OF
 CP2616'NORTHEAST RAIL OF RAILROAD TRACKS, 41 FEET SOUTHWEST OF THE CENTER OF
 CP2616'THE SOUTH BOUND LANES OF HIGHWAY AND 1.0 FOOT SOUTH OF A
 CP2616'METAL WITNESS POST AND SIGN.
 CP2616'
 CP2616'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---BANK 2 NO 4
 CP2616'1952---SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 CP2616'GROUND.  IT IS 87 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 54
 CP2616'FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACKS, 50 FEET
 CP2616'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY, 19 FEET
 CP2616'SOUTHEAST OF A POWER POLE WITH GUY WIRE AND 1.5 FEET SOUTHWEST OF A
 CP2616'METAL WITNESS POST AND SIGN.
 CP2616'
 CP2616'REFERENCE MARK NO. 6 IS A STANDARD DISK, STAMPED---BANK 2 1952 NO 6
 CP2616'1977---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP2616'GROUND.  IT IS 63 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 CP2616'LANES OF HIGHWAY, 38 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 CP2616'TRACK, 22 FEET NORTH NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER AND
 CP2616'1.5 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CP2616'
 CP2616'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED---BANK 2 1952---SET IN
 CP2616'TOP OF A SQUARE CONCRETE POST, PROJECTING 5 INCHES.  IT IS 165 FEET
 CP2616'SOUTH EAST OF THE CENTER OF A PRIVATE ROAD, 50.5 FEET SOUTHWEST OF
 CP2616'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY, 50 FEET NORTHEAST
 CP2616'OF THE NORTHEAST RAIL OF RAILROAD TRACKS AND 1.0 FOOT SOUTHWEST OF A
 CP2616'METAL WITNESS POST AND SIGN.
 CP2616'
 CP2616'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON U.S. HIGHWAY
 CP2616'49 FOR 0.35 MILE TO MARK ON RIGHT.
 CP2616
 CP2616                          STATION RECOVERY (1991)
 CP2616
 CP2616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP2616'MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF FLORENCE, ON THE
 CP2616'SOUTHWEST R.O.W. OF U.S. HIGHWAY 49, ON THE NORTHEAST SIDE OF THE
 CP2616'I.C.G. RAILROAD TRACK, 4.3 MI (6.9 KM) NORTHWEST OF STAR AND IS IN
 CP2616'SECTION 33, T 4N R 2E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP2616'HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE, GO
 CP2616'SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.15 MI (3.46 KM) TO THE MARK ON
 CP2616'THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CP2616'CONCRETE POST, FLUSH WITH THE GROUND, 170 FT (51.8 M) SOUTHEAST OF
 CP2616'THE CENTER OF A PRIVATE ROAD, 137 FT (41.8 M) NORTHWEST OF THE
 CP2616'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 101.5
 CP2616'FT (30.9 M) SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 61 FT (18.6 M)
 CP2616'SOUTHEAST OF THE NORTHEAST POST OF A METAL SIGN, 60 FT (18.3 M)
 CP2616'NORTHEAST OF THE NORTHEAST RAIL, 41 FT (12.5 M) SOUTHWEST OF THE
 CP2616'CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND 1 FT (0.3 M) SOUTH
 CP2616'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3472 ***********************************************************************
 CP3472  DESIGNATION -  BANK 2 AZ MK
 CP3472  PID         -  CP3472
 CP3472  STATE/COUNTY-  MS/RANKIN
 CP3472  USGS QUAD   -  WHITFIELD (1980)
 CP3472
 CP3472                         *CURRENT SURVEY CONTROL
 CP3472  ___________________________________________________________________
 CP3472* NAD 83(1986)-  32 08 06.     (N)    090 05 20.     (W)     SCALED    
 CP3472* NAVD 88     -        96.149  (meters)     315.45   (feet)  ADJUSTED  
 CP3472  ___________________________________________________________________
 CP3472  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP3472  DYNAMIC HT  -          96.036 (meters)     315.08  (feet)  COMP
 CP3472  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 CP3472
 CP3472  VERT ORDER  -  SECOND    CLASS II
 CP3472
 CP3472.The horizontal coordinates were scaled from a topographic map and have
 CP3472.an estimated accuracy of +/- 6 seconds.
 CP3472
 CP3472.The orthometric height was determined by differential leveling
 CP3472.and adjusted in May 1996.
 CP3472
 CP3472.The geoid height was determined by GEOID03.
 CP3472
 CP3472.The dynamic height is computed by dividing the NAVD 88
 CP3472.geopotential number by the normal gravity value computed on the
 CP3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3472.degrees latitude (g = 980.6199 gals.).
 CP3472
 CP3472.The modeled gravity was interpolated from observed gravity values.
 CP3472
 CP3472;                    North         East    Units  Estimated Accuracy
 CP3472;SPC MS W     -   292,150.      723,060.      MT  (+/- 180 meters Scaled)
 CP3472
 CP3472                          SUPERSEDED SURVEY CONTROL
 CP3472
 CP3472.No superseded survey control is available for this station.
 CP3472
 CP3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR746591(NAD 83)
 CP3472_MARKER: DZ = AZIMUTH MARK DISK
 CP3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3472_SP_SET: CONCRETE POST
 CP3472_STAMPING: BANK 2 1952
 CP3472_MARK LOGO: CGS   
 CP3472_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3472+STABILITY: SURFACE MOTION
 CP3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3472+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1991
 CP3472
 CP3472  HISTORY     - Date     Condition        Report By
 CP3472  HISTORY     - 1952     MONUMENTED       CGS
 CP3472  HISTORY     - 19910812 GOOD             MSHD
 CP3472
 CP3472                          STATION DESCRIPTION
 CP3472
 CP3472'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP3472'MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTHEAST OF FLORENCE, ON THE
 CP3472'SOUTHWEST R.O.W. OF HIGHWAY 49 AND THE NORTHEAST R.O.W. OF THE
 CP3472'I.C.G. RAILROAD TRACK, 4.4 MI (7.1 KM) NORTHWEST OF STAR AND IS IN
 CP3472'SECTION4, T 3N, R 2E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP3472'HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE, GO
 CP3472'SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.3 MI (3.7 KM) TO THE MARK ON THE
 CP3472'RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CP3472'POST, PROJECTING 5 INCHES, 165 FT (50.3 M) SOUTHEAST OF THE CENTER OF
 CP3472'A PRIVATE ROAD, 50.5 FT (15.4 M) SOUTHWEST OF THE CENTER OF THE SOUTH
 CP3472'BOUND LANE OF HIGHWAY 49, 50 FT (15.2 M) NORTHEAST OF THE NORTHEAST
 CP3472'RAIL AND 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3474 ***********************************************************************
 CP3474  CBN         -  This is a Cooperative Base Network Control Station.
 CP3474  DESIGNATION -  BANK 2 RM 4
 CP3474  PID         -  CP3474
 CP3474  STATE/COUNTY-  MS/RANKIN
 CP3474  USGS QUAD   -  WHITFIELD (1980)
 CP3474
 CP3474                         *CURRENT SURVEY CONTROL
 CP3474  ___________________________________________________________________
 CP3474* NAD 83(2007)-  32 08 18.73279(N)    090 05 43.03939(W)     ADJUSTED  
 CP3474* NAVD 88     -        94.455  (meters)     309.89   (feet)  ADJUSTED  
 CP3474  ___________________________________________________________________
 CP3474  EPOCH DATE  -        2002.00
 CP3474  X           -      -8,990.657 (meters)                     COMP
 CP3474  Y           -  -5,405,951.940 (meters)                     COMP
 CP3474  Z           -   3,373,485.551 (meters)                     COMP
 CP3474  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CP3474  ELLIP HEIGHT-          68.026 (meters)          (02/10/07) ADJUSTED
 CP3474  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP3474  DYNAMIC HT  -          94.343 (meters)     309.52  (feet)  COMP
 CP3474
 CP3474  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3474  Type    PID    Designation                      North   East  Ellip
 CP3474  -------------------------------------------------------------------
 CP3474  NETWORK CP3474 BANK 2 RM 4                       0.90   0.88   3.65
 CP3474  -------------------------------------------------------------------
 CP3474  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CP3474
 CP3474  VERT ORDER  -  SECOND    CLASS II
 CP3474
 CP3474.The horizontal coordinates were established by GPS observations
 CP3474.and adjusted by the National Geodetic Survey in February 2007.
 CP3474
 CP3474.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3474.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3474.The horizontal coordinates are valid at the epoch date displayed above.
 CP3474.The epoch date for horizontal control is a decimal equivalence
 CP3474.of Year/Month/Day.
 CP3474
 CP3474.The orthometric height was determined by differential leveling
 CP3474.and adjusted in May 1996.
 CP3474
 CP3474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3474
 CP3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3474
 CP3474.The ellipsoidal height was determined by GPS observations
 CP3474.and is referenced to NAD 83.
 CP3474
 CP3474.The geoid height was determined by GEOID03.
 CP3474
 CP3474.The dynamic height is computed by dividing the NAVD 88
 CP3474.geopotential number by the normal gravity value computed on the
 CP3474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3474.degrees latitude (g = 980.6199 gals.).
 CP3474
 CP3474.The modeled gravity was interpolated from observed gravity values.
 CP3474
 CP3474;                    North         East     Units Scale Factor Converg.
 CP3474;SPC MS W     -   292,535.432   722,458.602   MT  0.99995622   +0 07 35.9
 CP3474;SPC MS W     -   959,760.00  2,370,266.26   sFT  0.99995622   +0 07 35.9
 CP3474;UTM  15      - 3,559,488.387   774,003.490   MT  1.00052598   +1 32 46.2
 CP3474
 CP3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3474!SPC MS W     -   0.99998932  x   0.99995622  =   0.99994554
 CP3474!UTM  15      -   0.99998932  x   1.00052598  =   1.00051529
 CP3474
 CP3474                          SUPERSEDED SURVEY CONTROL
 CP3474
 CP3474  ELLIP H (04/15/02)   68.025  (m)                       GP(       ) 4 2
 CP3474  NAD 83(1993)-  32 08 18.73268(N)    090 05 43.03915(W) AD(       ) B
 CP3474  ELLIP H (02/15/02)   68.025  (m)                       GP(       ) 4 1
 CP3474
 CP3474.Superseded values are not recommended for survey control.
 CP3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3474.See file dsdata.txt to determine how the superseded data were derived.
 CP3474
 CP3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7400359488(NAD 83)
 CP3474_MARKER: DR = REFERENCE MARK DISK
 CP3474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3474_SP_SET: SQUARE CONCRETE MONUMENT
 CP3474_STAMPING: BANK 2 NO 4 1952
 CP3474_MARK LOGO: CGS   
 CP3474_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3474+STABILITY: SURFACE MOTION
 CP3474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3474+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 CP3474
 CP3474  HISTORY     - Date     Condition        Report By
 CP3474  HISTORY     - 1952     MONUMENTED       CGS
 CP3474  HISTORY     - 19910812 GOOD             MSHD
 CP3474  HISTORY     - 20000601 GOOD             NGS
 CP3474  HISTORY     - 20070618 GOOD             3001
 CP3474
 CP3474                          STATION DESCRIPTION
 CP3474
 CP3474'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP3474'MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF FLORENCE, ON THE
 CP3474'SOUTHWEST R.O.W. OF U.S. HIGHWAY 49 AND NEAR THE NORTHEAST R.O.W.
 CP3474'OF THE I.C.G. RASILROAD TRACK, 4.3 MI (6.9 KM) NORTHWEST OF STAR AND
 CP3474'IS IN SECTION 33, T 4N, R 2E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP3474'HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE, GO
 CP3474'SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.15 MI (3.46 KM) TO THE MARK ON
 CP3474'THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CP3474'CONCRETE POST, FLUSH WITH THE GROUND, 87 FT (26.5 M) SOUTHEAST OF THE
 CP3474'CENTER OF A PRIVATE ROAD, 54 FT (16.5 M) NORTHEAST OF THE NORTHEAST
 CP3474'RAIL, 50 FT (15.2 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE
 CP3474'OF HIGHWAY 49, 19 FT (5.8 M) SOUTHEAST OF A POWER POLE WITH A GUY
 CP3474'WIRE AND 1 FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST.
 CP3474
 CP3474                          STATION RECOVERY (2000)
 CP3474
 CP3474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3474'RECOVERED AS DESCRIBED.
 CP3474
 CP3474                          STATION RECOVERY (2007)
 CP3474
 CP3474'RECOVERY NOTE BY 3001, INC 2007 (JCP)
 CP3474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3473 ***********************************************************************
 CP3473  DESIGNATION -  BANK 2 RM 6
 CP3473  PID         -  CP3473
 CP3473  STATE/COUNTY-  MS/RANKIN
 CP3473  USGS QUAD   -  WHITFIELD (1980)
 CP3473
 CP3473                         *CURRENT SURVEY CONTROL
 CP3473  ___________________________________________________________________
 CP3473* NAD 83(1986)-  32 08 18.     (N)    090 05 41.     (W)     SCALED    
 CP3473* NAVD 88     -        94.438  (meters)     309.84   (feet)  ADJUSTED  
 CP3473  ___________________________________________________________________
 CP3473  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP3473  DYNAMIC HT  -          94.327 (meters)     309.47  (feet)  COMP
 CP3473  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CP3473
 CP3473  VERT ORDER  -  SECOND    CLASS II
 CP3473
 CP3473.The horizontal coordinates were scaled from a topographic map and have
 CP3473.an estimated accuracy of +/- 6 seconds.
 CP3473
 CP3473.The orthometric height was determined by differential leveling
 CP3473.and adjusted in May 1996.
 CP3473
 CP3473.The geoid height was determined by GEOID03.
 CP3473
 CP3473.The dynamic height is computed by dividing the NAVD 88
 CP3473.geopotential number by the normal gravity value computed on the
 CP3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3473.degrees latitude (g = 980.6199 gals.).
 CP3473
 CP3473.The modeled gravity was interpolated from observed gravity values.
 CP3473
 CP3473;                    North         East    Units  Estimated Accuracy
 CP3473;SPC MS W     -   292,510.      722,510.      MT  (+/- 180 meters Scaled)
 CP3473
 CP3473                          SUPERSEDED SURVEY CONTROL
 CP3473
 CP3473.No superseded survey control is available for this station.
 CP3473
 CP3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR740594(NAD 83)
 CP3473_MARKER: DR = REFERENCE MARK DISK
 CP3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3473_SP_SET: SQUARE CONCRETE MONUMENT
 CP3473_STAMPING: BANK 2 1952 NO 6 1977
 CP3473_MARK LOGO: NGS   
 CP3473_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3473+STABILITY: SURFACE MOTION
 CP3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3473+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1991
 CP3473
 CP3473  HISTORY     - Date     Condition        Report By
 CP3473  HISTORY     - 1977     MONUMENTED       NGS
 CP3473  HISTORY     - 19910812 GOOD             MSHD
 CP3473
 CP3473                          STATION DESCRIPTION
 CP3473
 CP3473'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP3473'MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF FLORENCE, ON THE
 CP3473'NORTHEAST R.O.W. OF THE I.C.G. RAILROAD TRACK, ON THE SOUTHWEST
 CP3473'SIDE OF U. S. HIGHWAY 49, 4.3 MI (6.9 KM) NORTHWEST OF STAR AND IS
 CP3473'IN SECTION 33, T 4N, R 2E.  TO REACH FROM THE INTERSECTION OF U.S.
 CP3473'HIGHWAY 49 AND STATE HIGHWAY 469, AT THE EAST EDGE OF FLORENCE, GO
 CP3473'SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.15 MI (3.46 KM) TO THE MARK ON
 CP3473'THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CP3473'CONCRETE POST, FLUSH WITH THE GROUND, 63 FT (19.2 M) SOUTHWEST OF THE
 CP3473'CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 38 FT (11.6 M)
 CP3473'NORTHEAST OF THE NORTHEAST RAIL, 22 FT (6.7 M) NORTH NORTHEAST OF A
 CP3473'R.O.W. MARKER AND 1.5 FT (0.5 M) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0211 ***********************************************************************
 BH0211  DESIGNATION -  BANK RM 1
 BH0211  PID         -  BH0211
 BH0211  STATE/COUNTY-  MS/JACKSON
 BH0211  USGS QUAD   -  BIG POINT (1982)
 BH0211
 BH0211                         *CURRENT SURVEY CONTROL
 BH0211  ___________________________________________________________________
 BH0211* NAD 83(1986)-  30 32 40.     (N)    088 29 14.     (W)     SCALED    
 BH0211* NAVD 88     -        10.36   (+/-2cm)      34.0    (feet)  VERTCON   
 BH0211  ___________________________________________________________________
 BH0211  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0211  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0211
 BH0211.The horizontal coordinates were scaled from a topographic map and have
 BH0211.an estimated accuracy of +/- 6 seconds.
 BH0211
 BH0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0211.The vertical order pertains to the NGVD 29 superseded value.
 BH0211
 BH0211.The geoid height was determined by GEOID03.
 BH0211
 BH0211;                    North         East    Units  Estimated Accuracy
 BH0211;SPC MS E     -   115,830.      333,210.      MT  (+/- 180 meters Scaled)
 BH0211
 BH0211                          SUPERSEDED SURVEY CONTROL
 BH0211
 BH0211  NGVD 29 (??/??/??)   10.326  (m)           33.88   (f) ADJUSTED    2 2
 BH0211
 BH0211.Superseded values are not recommended for survey control.
 BH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0211.See file dsdata.txt to determine how the superseded data were derived.
 BH0211
 BH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU573800(NAD 83)
 BH0211_MARKER: DR = REFERENCE MARK DISK
 BH0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0211_STAMPING: NO 1 BANK
 BH0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0211+STABILITY: SURFACE MOTION
 BH0211
 BH0211  HISTORY     - Date     Condition        Report By
 BH0211  HISTORY     - 1921     MONUMENTED       CGS
 BH0211  HISTORY     - 1973     GOOD             MSHD
 BH0211
 BH0211                          STATION DESCRIPTION
 BH0211
 BH0211'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0211'8 MI NE FROM ESCATAWPA.
 BH0211'THE MARK IS LOCATED 8 MILES NE OF THE CROSSING OF I-10 AT ESCATAWPA ON
 BH0211'THE WEST SIDE OF THE MISS. EXPORT RAILROAD TRACK, 8.4 MILES SOUTH OF
 BH0211'HURLEY, 2.9 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF SECTION 9, T 6S,
 BH0211'R 5W.  IT IS 79.10 FEET NW OF THE STATION, 99 FEET WEST OF THE WEST
 BH0211'RAIL, 1 FOOT NE OF A METAL WITNESS POST SET IN THE TOP OF AN 8 INCH
 BH0211'SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS
 BH0211'FLUSH WITH THE GROUND.  TO REACH FROM THE TWIN SAVINGS BANK AND POST
 BH0211'OFFICE AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE
 BH0211'JUNCTION OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 3.3
 BH0211'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SE ON A GRAVELED ROAD
 BH0211'FOR 0.4 MILE TO A BLADED ROAD ON THE LEFT JUST BEFORE REACHING A
 BH0211'CURVE.  TURN LEFT AND GO EAST ON A BLADED ROAD FOR 0.35 MILE TO THE
 BH0211'RAILROAD TRACK.  THENCE NORTH ALONG THE RAILROAD TRACK FOR ABOUT 0.15
 BH0211'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0212 ***********************************************************************
 BH0212  DESIGNATION -  BANK RM 2
 BH0212  PID         -  BH0212
 BH0212  STATE/COUNTY-  MS/JACKSON
 BH0212  USGS QUAD   -  BIG POINT (1982)
 BH0212
 BH0212                         *CURRENT SURVEY CONTROL
 BH0212  ___________________________________________________________________
 BH0212* NAD 83(1986)-  30 32 40.     (N)    088 29 14.     (W)     SCALED    
 BH0212* NAVD 88     -        10.35   (+/-2cm)      34.0    (feet)  VERTCON   
 BH0212  ___________________________________________________________________
 BH0212  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0212  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0212
 BH0212.The horizontal coordinates were scaled from a topographic map and have
 BH0212.an estimated accuracy of +/- 6 seconds.
 BH0212
 BH0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0212.The vertical order pertains to the NGVD 29 superseded value.
 BH0212
 BH0212.The geoid height was determined by GEOID03.
 BH0212
 BH0212;                    North         East    Units  Estimated Accuracy
 BH0212;SPC MS E     -   115,830.      333,210.      MT  (+/- 180 meters Scaled)
 BH0212
 BH0212                          SUPERSEDED SURVEY CONTROL
 BH0212
 BH0212  NGVD 29 (??/??/??)   10.315  (m)           33.84   (f) ADJUSTED    2 2
 BH0212
 BH0212.Superseded values are not recommended for survey control.
 BH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0212.See file dsdata.txt to determine how the superseded data were derived.
 BH0212
 BH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU573800(NAD 83)
 BH0212_MARKER: DR = REFERENCE MARK DISK
 BH0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0212_STAMPING: BANK NO 2
 BH0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0212
 BH0212  HISTORY     - Date     Condition        Report By
 BH0212  HISTORY     - 1921     MONUMENTED       CGS
 BH0212  HISTORY     - 1973     GOOD             MSHD
 BH0212
 BH0212                          STATION DESCRIPTION
 BH0212
 BH0212'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0212'8 MI NE FROM ESCATAWPA.
 BH0212'THE MARK IS LOCATED 8 MILES NE OF THE CROSSING OF I-10 AT ESCATAWPA ON
 BH0212'THE EAST ROW OF THE MISS. EXPORT RAILROAD TRACK, 8.4 MILES SOUTH OF
 BH0212'HURLEY, 2.9 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF SECTION 9, T 6S,
 BH0212'R 5W.  IT IS 87.11 FEET NE OF THE STATION, 34.5 FEET EAST OF THE EAST
 BH0212'RAIL, 1 FOOT SW OF A METAL WITNESS POST ABOUT LEVEL WITH THE TRACK AND
 BH0212'PROJECTS 1 INCH.  TO REACH FROM THE TWIN SAVINGS BANK AND POST OFFICE
 BH0212'AT ESCATAWPA GO NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE
 BH0212'JUNCTION OF STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 3.3
 BH0212'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SE ON A GRAVELED ROAD
 BH0212'FOR 0.4 MILE TO A BLADED ROAD ON THE LEFT JUST BEFORE REACHING A
 BH0212'CURVE.  TURN LEFT AND GO EAST ON A BLADED ROAD FOR 0.35 MILE TO THE
 BH0212'RAILROAD TRACK.  THENCE NORTH ALONG THE RAILROAD TRACK FOR ABOUT 0.15
 BH0212'MILE TO THE MARK ON THE RIGHT.  NOTE-- THE MARK IS LEANING ABOUT 15
 BH0212'DEGREES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1498 ***********************************************************************
 DJ1498  DESIGNATION -  BANKS AZ MK
 DJ1498  PID         -  DJ1498
 DJ1498  STATE/COUNTY-  MS/LOWNDES
 DJ1498  USGS QUAD   -  BENT OAK (1987)
 DJ1498
 DJ1498                         *CURRENT SURVEY CONTROL
 DJ1498  ___________________________________________________________________
 DJ1498* NAD 83(1986)-  33 29 21.     (N)    088 35 02.     (W)     SCALED    
 DJ1498* NAVD 88     -        82.436  (meters)     270.46   (feet)  ADJUSTED  
 DJ1498  ___________________________________________________________________
 DJ1498  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1498  DYNAMIC HT  -          82.349 (meters)     270.17  (feet)  COMP
 DJ1498  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DJ1498
 DJ1498  VERT ORDER  -  SECOND    CLASS 0
 DJ1498
 DJ1498.The horizontal coordinates were scaled from a topographic map and have
 DJ1498.an estimated accuracy of +/- 6 seconds.
 DJ1498
 DJ1498.The orthometric height was determined by differential leveling
 DJ1498.and adjusted in June 1991.
 DJ1498
 DJ1498.The geoid height was determined by GEOID03.
 DJ1498
 DJ1498.The dynamic height is computed by dividing the NAVD 88
 DJ1498.geopotential number by the normal gravity value computed on the
 DJ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1498.degrees latitude (g = 980.6199 gals.).
 DJ1498
 DJ1498.The modeled gravity was interpolated from observed gravity values.
 DJ1498
 DJ1498;                    North         East    Units  Estimated Accuracy
 DJ1498;SPC MS E     -   442,320.      323,180.      MT  (+/- 180 meters Scaled)
 DJ1498
 DJ1498                          SUPERSEDED SURVEY CONTROL
 DJ1498
 DJ1498  NGVD 29 (??/??/92)   82.399  (m)          270.34   (f) ADJ UNCH    2 0
 DJ1498
 DJ1498.Superseded values are not recommended for survey control.
 DJ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1498.See file dsdata.txt to determine how the superseded data were derived.
 DJ1498
 DJ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC528066(NAD 83)
 DJ1498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1498_STAMPING: BANKS AZ MK 1935
 DJ1498_MARK LOGO: CGS   
 DJ1498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1498+STABILITY: SURFACE MOTION
 DJ1498
 DJ1498  HISTORY     - Date     Condition        Report By
 DJ1498  HISTORY     - 1935     MONUMENTED       CGS
 DJ1498  HISTORY     - 19810301 GOOD             MSSU
 DJ1498  HISTORY     - 19810621 GOOD             NGS
 DJ1498
 DJ1498                          STATION DESCRIPTION
 DJ1498
 DJ1498'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1498'RECOVERED IN GOOD CONDITION.
 DJ1498
 DJ1498                          STATION RECOVERY (1981)
 DJ1498
 DJ1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DJ1498'AZIMUTH MARK IS A STANDARD DISK, STAMPED BANKS AZI 1935 SET IN TOP OF
 DJ1498'A ROUND CONCRETE POST, PROJECTING 3 INCHES ABOVE GROUND.  IT IS AT THE
 DJ1498'SOUTHWEST CORNER OF A CULIVATED FIELD, 92.5 FT (28.2 M) WEST NORHTWEST
 DJ1498'OF A FORKED TRUNK COTTONWOOD TREE AT SOUTH EDGE OF ROAD, 43.3 FT (13.2
 DJ1498'M) NORTH NORTHEAST AND ACROSS ROAD FROM A FENCE CORNER, 18.8 FT (5.7
 DJ1498'M) EAST OF THE EAST GATE POST OF IRON GATE, 18.0 FT (5.5 M) NORTH OF
 DJ1498'THE CENTER OF GRAVEL ROAD AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS
 DJ1498'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1482 ***********************************************************************
 DJ1482  DESIGNATION -  BANKS RESET
 DJ1482  PID         -  DJ1482
 DJ1482  STATE/COUNTY-  MS/LOWNDES
 DJ1482  USGS QUAD   -  BENT OAK (1987)
 DJ1482
 DJ1482                         *CURRENT SURVEY CONTROL
 DJ1482  ___________________________________________________________________
 DJ1482* NAD 83(1993)-  33 29 24.44052(N)    088 34 43.45702(W)     ADJUSTED  
 DJ1482* NAVD 88     -        85.05   (meters)     279.0    (feet)  RESET     
 DJ1482  ___________________________________________________________________
 DJ1482  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DJ1482  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1482  HORZ ORDER  -  FIRST
 DJ1482  VERT ORDER  -  THIRD
 DJ1482
 DJ1482.The horizontal coordinates were established by classical geodetic methods
 DJ1482.and adjusted by the National Geodetic Survey in May 1994.
 DJ1482
 DJ1482.The orthometric height was computed from unverified reset data.
 DJ1482.No vertical observational check was made to the station.
 DJ1482
 DJ1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1482
 DJ1482.The geoid height was determined by GEOID03.
 DJ1482
 DJ1482;                    North         East     Units Scale Factor Converg.
 DJ1482;SPC MS E     -   442,424.549   323,659.175   MT  0.99995690   +0 08 25.7
 DJ1482;SPC MS E     - 1,451,521.21  1,061,871.81   sFT  0.99995690   +0 08 25.7
 DJ1482;UTM  16      - 3,706,739.236   353,334.354   MT  0.99986520   -0 52 16.7
 DJ1482
 DJ1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1482!SPC MS E     -   0.99999109  x   0.99995690  =   0.99994799
 DJ1482!UTM  16      -   0.99999109  x   0.99986520  =   0.99985629
 DJ1482
 DJ1482|---------------------------------------------------------------------|
 DJ1482| PID    Reference Object                     Distance      Geod. Az  |
 DJ1482|                                                           dddmmss.s |
 DJ1482| DJ1497 BANKS RM 2                           33.782 METERS 00130     |
 DJ1482| DJ1805 COLUMBUS NEW MUN TANK               APPROX.14.3 KM 0833331.9 |
 DJ1482| DJ1871 COLUMBUS MUNICIPAL TANK             APPROX.14.1 KM 0871916.8 |
 DJ1482| DJ1875 COLUMBUS FIRST METH CH SPIRE        APPROX.14.1 KM 0874259.4 |
 DJ1482| DJ1874 COLUMBUS M S C W PLANT STACK        APPROX.15.1 KM 0891156.1 |
 DJ1482| DJ1873 COLUMBUS COMP AND WHSE TANK         APPROX.14.7 KM 0911614.4 |
 DJ1482| DJ1496 BANKS RM 1                           33.417 METERS 24425     |
 DJ1482| DJ1498 BANKS AZ MK                                        2572839.3 |
 DJ1482| DJ1914 WEST POINT FED COMP TANK            APPROX.14.5 KM 3300111.0 |
 DJ1482| DJ1916 WEST POINT KNICKERBOCKER TANK       APPROX.14.9 KM 3313330.2 |
 DJ1482| DJ1915 WEST POINT RAD STA WROB MAST        APPROX.15.2 KM 3320602.2 |
 DJ1482|---------------------------------------------------------------------|
 DJ1482
 DJ1482                          SUPERSEDED SURVEY CONTROL
 DJ1482
 DJ1482  NAD 83(1993)-  33 29 24.44715(N)    088 34 43.45671(W) AD(       ) 1
 DJ1482  NAD 83(1986)-  33 29 24.44899(N)    088 34 43.45752(W) AD(       ) 1
 DJ1482  NGVD 29 (08/12/04)   85.01   (m)          278.9    (f) RESET       3  
 DJ1482
 DJ1482.Superseded values are not recommended for survey control.
 DJ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1482.See file dsdata.txt to determine how the superseded data were derived.
 DJ1482
 DJ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5333406739(NAD 83)
 DJ1482_MARKER: DS = TRIANGULATION STATION DISK
 DJ1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1482_STAMPING: BANKS 1935 1980
 DJ1482_MARK LOGO: NGS   
 DJ1482_PROJECTION: RECESSED 38 CENTIMETERS
 DJ1482_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1482+STABILITY: SURFACE MOTION
 DJ1482
 DJ1482  HISTORY     - Date     Condition        Report By
 DJ1482  HISTORY     - 1980     MONUMENTED       NGS
 DJ1482  HISTORY     - 19800621 GOOD             NGS
 DJ1482
 DJ1482                          STATION DESCRIPTION
 DJ1482
 DJ1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DJ1482'14.5 KM (9.0 MI) WEST FROM COLUMBUS.
 DJ1482'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ1482'HIGHWAY 45W TO A CROSSROAD, THENCE 0.2 KM (0.15 MI) NORTH TO FRONTAGE
 DJ1482'ROAD, THENCE 1.0 KM (0.65 MI) EAST ALONG FRONTAGE ROAD TO SIDEROAD
 DJ1482'ON LEFT, THENCE 1.0 KM (0.65 MI) NORTH ALONG GRAVEL ROAD TO A T-ROAD,
 DJ1482'THENCE 0.2 KM (0.15 MI) WEST ALONG GRAVEL ROAD TO MARK ON RIGHT, 15
 DJ1482'INCHES BELOW GROUND IN CULTIVATED FIELD, 22.7 METERS (74.4 FT)
 DJ1482'WEST-NORTHWEST OR BANKS RM 3, 20.0 METERS (65.6 FT) NORTH-NORTHEAST
 DJ1482'OF BANKS RM 4, 138.0 METERS (452.8 FT) SOUTHWEST OF A 14-INCH CEDAR
 DJ1482'TREE NEAR POND, 67.6 METERS (221.8 FT) WEST-NORTHWEST OF TWIN
 DJ1482'TRUNKED CEDAR TREE AT EDGE OF ROAD, 28.8 METERS (94.5 FT) NORTHWEST
 DJ1482'OF CENTER OF INTERSECTION OF GRAVEL ROAD AND FIELD ENTRANCE, AND
 DJ1482'13.9 METERS (45.5 FT) NORTH OF THE CENTER OF GRAVEL ROAD.
 DJ1482'THE MARK IS 1.5 FT BELOW ROAD.
 DJ1482
 DJ1482                          STATION RECOVERY (1980)
 DJ1482
 DJ1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DJ1482'THE STATION MARK WAS FOUND DESTROYED, REFERENCE MARKS NO 1 AND NO 2
 DJ1482'HAD BEEN HIT BY FARM EQUIPMENT.  THE AZIMUTH MARK WAS RECOVERED IN
 DJ1482'GOOD CONDITION.  THE STATION AND REFERENCE MARKS WERE IN A CULTIVATED
 DJ1482'FIELD.  THE STATION UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE
 DJ1482'MARK WAS SET 15 INCHES BELOW THE SURFACE.  NEW REFERENCE MARKS NO 3
 DJ1482'AND NO 4 WERE ESTABLISHED.  OBSERVATIONS WERE MADE TO REFERENCE MARKS
 DJ1482'NO 1 AND NO 2, THE MARKS WERE THEN DESTROYED AND THE DISKS RECLAIMED.
 DJ1482'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DJ1482'THE STATION IS LOCATED 12 MI (19.3 KM) EAST NORTHEAST OF STARKVILLE, 9
 DJ1482'MI (14.5 KM) SOUTH SOUTHEAST OF WEST POINT, 9 MI (14.5 KM) WEST OF
 DJ1482'COLUMBUS AND 0.65 MI (1.05 KM) NORTH OF US HIGHWAY 82.  TO REACH FROM
 DJ1482'THE JUNCTION OF US HIGHWAY 82 AND 45W, ABOUT 8 MI (12.9 KM) EAST OF
 DJ1482'STARKVILLE, GO EAST ON US HIGHWAY 82 FOR 4.4 MI (7.1 KM) TO AN
 DJ1482'OVERPASS AND PAVED ROAD LEADING SOUTH TO AIRPORT, GO NORTH ON PAVED
 DJ1482'ROAD CROSSING OVER US HIGHWAY 82 FOR 0.15 MI (0.24 KM) TO NORTH END OF
 DJ1482'AIRPORT ROAD, TURN RIGHT AND GO EAST ON THE NORTH FRONTAGE ROAD FOR
 DJ1482'0.65 MI (1.05 KM) TO A SIDEROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 DJ1482'GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO A T-ROAD, TURN LEFT AND GO WEST
 DJ1482'ON GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO FIELD ENTRANCE AND STATION ON
 DJ1482'THE RIGHT.
 DJ1482'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS,
 DJ1482'STAMPED--BANKS 1935 1980--.  THE SURFACE MARK IS SET IN TOP OF A ROUND
 DJ1482'CONCRETE POST 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS IN A
 DJ1482'CULTIVATED FIELD, 452.8 FT (138.0 M) SOUTHWEST OF A 14 INCH CEDAR TREE
 DJ1482'NEAR POND, 865.4 FT (263.8 M) WEST OF LAST POWER POLE OF POWERLINE AT
 DJ1482'T-ROAD, 221.8 FT (67.6 M) WEST NORTHWEST OF A TWIN-TRUNKED CEDAR TREE
 DJ1482'AT EDGE OF ROAD, 94.5 FT (28.8 M) NORTHWEST OF THE CENTER OF THE
 DJ1482'INTERSECTION OF GRAVEL ROAD AND FIELD ENTRANCE AND 45.5 FT (13.9 M)
 DJ1482'NORTH OF THE CENTER OF GRAVEL ROAD.  REFERENCE MARK NO 3 IS A STANDARD
 DJ1482'DISK STAMPED--BANKS 1935 NO 3 1980--, SET IN THE TOP OF A ROUND
 DJ1482'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS AT THE NORTHWEST ANGLE OF
 DJ1482'FIELD ENTRANCE, 153.5 FT (46.8 M) WEST OF TWIN TRUNKED CEDAR TREE,
 DJ1482'13.0 FT (4.0 M) NORTH OF THE CENTER OF GRAVEL ROAD, 9.0 FT (2.7 M)
 DJ1482'WEST OF THE CENTER OF FIELD ENTRANCE AND 1.0 FT (0.3 M) EAST OF A
 DJ1482'METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 4 IS A STANDARD DISK
 DJ1482'STAMPED BANKS--1935 NO 4 1980-, SET IN THE TOP OF A ROUND CONCRETE
 DJ1482'POST, FLUSH WITH THE GROUND.  IT IS ACROSS GRAVEL ROAD FROM THE
 DJ1482'STATION AT EDGE OF CULTIVATED FIELD, 102.0 FT (31.1 M) WEST SOUTHWEST
 DJ1482'OF THE CENTER OF INTERSECTION OF GRAVEL ROAD AND FIELD ENTRANCE, 15.0
 DJ1482'FT (4.6 M) SOUTH OF THE CENTER OF GRAVEL ROAD AND 1.3 FT (0.4 M) EAST
 DJ1482'OF A METAL WITNESS POST AND SIGN.  AZIMUTH MARK IS A STANDARD DISK
 DJ1482'STAMPED--BANKS AZI 1935--, SET IN THE TOP OF A ROUND CONCRETE POST,
 DJ1482'PROJECTING 3 INCHES.  IT IS AT THE SOUTHWEST CORNER OF A CULTIVATED
 DJ1482'FIELD, 92.5 FT (28.2 M) WEST NORTHWEST OF A FORKED TRUNK COTTONWOOD
 DJ1482'TREE AT SOUTH EDGE OF ROAD, 43.3 FT (13.2 M) NORTH NORTHEAST AND
 DJ1482'ACROSS ROAD FROM A FENCE CORNER, 18.8 FT (5.7 M) EAST OF THE EAST GATE
 DJ1482'POST OF IRON GATE, 18.0 FT (5.5 M) NORTH OF THE CENTER OF GRAVEL ROAD
 DJ1482'AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST AND SIGN.  TO REACH
 DJ1482'THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD FOR 0.3 MI
 DJ1482'(0.5 KM) TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1483 ***********************************************************************
 DJ1483  DESIGNATION -  BANKS RM 3
 DJ1483  PID         -  DJ1483
 DJ1483  STATE/COUNTY-  MS/LOWNDES
 DJ1483  USGS QUAD   -  BENT OAK (1987)
 DJ1483
 DJ1483                         *CURRENT SURVEY CONTROL
 DJ1483  ___________________________________________________________________
 DJ1483* NAD 83(1986)-  33 29 23.     (N)    088 34 43.     (W)     SCALED    
 DJ1483* NAVD 88     -        85.74   (meters)     281.3    (feet)  RESET     
 DJ1483  ___________________________________________________________________
 DJ1483  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1483  VERT ORDER  -  THIRD
 DJ1483
 DJ1483.The horizontal coordinates were scaled from a topographic map and have
 DJ1483.an estimated accuracy of +/- 6 seconds.
 DJ1483
 DJ1483.The orthometric height was computed from unverified reset data.
 DJ1483.No vertical observational check was made to the station.
 DJ1483
 DJ1483.The geoid height was determined by GEOID03.
 DJ1483
 DJ1483;                    North         East    Units  Estimated Accuracy
 DJ1483;SPC MS E     -   442,380.      323,670.      MT  (+/- 180 meters Scaled)
 DJ1483
 DJ1483                          SUPERSEDED SURVEY CONTROL
 DJ1483
 DJ1483  NGVD 29 (08/12/04)   85.70   (m)          281.2    (f) RESET       3  
 DJ1483
 DJ1483.Superseded values are not recommended for survey control.
 DJ1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1483.See file dsdata.txt to determine how the superseded data were derived.
 DJ1483
 DJ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC533066(NAD 83)
 DJ1483_MARKER: DR = REFERENCE MARK DISK
 DJ1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1483_STAMPING: BANKS 1935 NO 3 1980
 DJ1483_PROJECTION: FLUSH
 DJ1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1483+STABILITY: SURFACE MOTION
 DJ1483
 DJ1483  HISTORY     - Date     Condition        Report By
 DJ1483  HISTORY     - 1980     MONUMENTED       NGS
 DJ1483  HISTORY     - 19810301 GOOD             MSSU
 DJ1483
 DJ1483                          STATION DESCRIPTION
 DJ1483
 DJ1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DJ1483'14.5 KM (9.0 MI) WEST FROM COLUMBUS.
 DJ1483'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ1483'HIGHWAY 45W TO A CROSSROAD, THENCE 0.2 KM (0.15 MI) NORTH TO FRONTAGE
 DJ1483'ROAD, THENCE 1.0 KM (0.65 MI) EAST ALONG FRONTAGE ROAD TO SIDE ROAD
 DJ1483'ON LEFT, THENCE 1.0 KM (0.65 MI) NORTH ON GRAVEL ROAD TO T-ROAD,
 DJ1483'THENCE 0.2 KM (0.15 MI) WEST ON GRAVEL ROAD TO FIELD ENTRANCE AND
 DJ1483'MARK ON THE RIGHT, 46.8 METERS (153.5 FT) WEST OF TWIN TRUNKED
 DJ1483'CEDAR TREE, 2.7 METERS (9.0 FT) WEST OF CENTER OF ENTRANCE TO FIELD,
 DJ1483'AND 4.0 METERS (13.0 FT) NORTH OF THE CENTER OF GRAVEL ROAD.
 DJ1483'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 DJ1483
 DJ1483                          STATION RECOVERY (1981)
 DJ1483
 DJ1483'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1484 ***********************************************************************
 DJ1484  DESIGNATION -  BANKS RM 4
 DJ1484  PID         -  DJ1484
 DJ1484  STATE/COUNTY-  MS/LOWNDES
 DJ1484  USGS QUAD   -  BENT OAK (1987)
 DJ1484
 DJ1484                         *CURRENT SURVEY CONTROL
 DJ1484  ___________________________________________________________________
 DJ1484* NAD 83(1986)-  33 29 23.     (N)    088 34 43.     (W)     SCALED    
 DJ1484* NAVD 88     -        85.51   (meters)     280.5    (feet)  RESET     
 DJ1484  ___________________________________________________________________
 DJ1484  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1484  VERT ORDER  -  THIRD
 DJ1484
 DJ1484.The horizontal coordinates were scaled from a topographic map and have
 DJ1484.an estimated accuracy of +/- 6 seconds.
 DJ1484
 DJ1484.The orthometric height was computed from unverified reset data.
 DJ1484.No vertical observational check was made to the station.
 DJ1484
 DJ1484.The geoid height was determined by GEOID03.
 DJ1484
 DJ1484;                    North         East    Units  Estimated Accuracy
 DJ1484;SPC MS E     -   442,380.      323,670.      MT  (+/- 180 meters Scaled)
 DJ1484
 DJ1484                          SUPERSEDED SURVEY CONTROL
 DJ1484
 DJ1484  NGVD 29 (08/12/04)   85.47   (m)          280.4    (f) RESET       3  
 DJ1484
 DJ1484.Superseded values are not recommended for survey control.
 DJ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1484.See file dsdata.txt to determine how the superseded data were derived.
 DJ1484
 DJ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC533066(NAD 83)
 DJ1484_MARKER: DR = REFERENCE MARK DISK
 DJ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1484_STAMPING: BANKS 1935 NO 4 1980
 DJ1484_PROJECTION: FLUSH
 DJ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1484+STABILITY: SURFACE MOTION
 DJ1484
 DJ1484  HISTORY     - Date     Condition        Report By
 DJ1484  HISTORY     - 1980     MONUMENTED       NGS
 DJ1484  HISTORY     - 19810301 GOOD             MSSU
 DJ1484
 DJ1484                          STATION DESCRIPTION
 DJ1484
 DJ1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DJ1484'14.5 KM (9.0 MI) WEST FROM COLUMBUS.
 DJ1484'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ1484'HIGHWAY 45W TO A CROSSROAD, THENCE 0.2 KM (0.15 MI) NORTH TO FRONTAGE
 DJ1484'ROAD, THENCE 1.0 KM (0.65 MI) NORTH TO FRONTAGE ROAD, THENCE 1.0 KM
 DJ1484'(0.65 MI) EAST ALONG FRONTAGE ROAD TO A SIDE ROAD ON LEFT, THENCE
 DJ1484'1.0 KM (0.65 MI) NORTH ALONG GRAVEL ROAD TO T-ROAD, THENCE 0.2 KM
 DJ1484'(0.15 MI) WEST ON GRAVEL ROAD TO MARK ON THE LEFT, 31.1 METERS
 DJ1484'(102.0 FT) WEST-SOUTHWEST OF THE CENTER OF INTERSECTION OF GRAVEL
 DJ1484'ROAD AND FIELD ENTRANCE, 29.0 METERS (95.1 FT) SOUTHWEST OF BANKS
 DJ1484'RM 3, AND 4.6 METERS (15.0 FT) SOUTH OF THE CENTER OF GRAVEL ROAD.
 DJ1484'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
 DJ1484
 DJ1484                          STATION RECOVERY (1981)
 DJ1484
 DJ1484'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1739 ***********************************************************************
 EG1739  DESIGNATION -  BANNER FIRE TOWER
 EG1739  PID         -  EG1739
 EG1739  STATE/COUNTY-  MS/CALHOUN
 EG1739  USGS QUAD   -  BANNER (1972)
 EG1739
 EG1739                         *CURRENT SURVEY CONTROL
 EG1739  ___________________________________________________________________
 EG1739* NAD 83(1993)-  34 07 06.72128(N)    089 23 06.04872(W)     ADJUSTED  
 EG1739* NAVD 88     -              **(meters)            **(feet)            
 EG1739  ___________________________________________________________________
 EG1739  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 EG1739  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EG1739  HORZ ORDER  -  THIRD
 EG1739
 EG1739.The horizontal coordinates were established by classical geodetic methods
 EG1739.and adjusted by the National Geodetic Survey in May 1994.
 EG1739
 EG1739
 EG1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1739
 EG1739.The geoid height was determined by GEOID03.
 EG1739
 EG1739;                    North         East     Units Scale Factor Converg.
 EG1739;SPC MS E     -   512,232.162   249,106.295   MT  0.99998192   -0 18 34.0
 EG1739;SPC MS E     - 1,680,548.35    817,276.24   sFT  0.99998192   -0 18 34.0
 EG1739;UTM  16      - 3,777,867.736   280,031.825   MT  1.00019649   -1 20 17.9
 EG1739
 EG1739                          SUPERSEDED SURVEY CONTROL
 EG1739
 EG1739  NAD 83(1986)-  34 07 06.73283(N)    089 23 06.04523(W) AD(       ) 4
 EG1739  NAD 27      -  34 07 06.33934(N)    089 23 05.75657(W) AD(       ) 3
 EG1739
 EG1739.Superseded values are not recommended for survey control.
 EG1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1739.See file dsdata.txt to determine how the superseded data were derived.
 EG1739
 EG1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8003277868(NAD 83)
 EG1739_MARKER: 57 = LOOKOUT TOWER
 EG1739
 EG1739  HISTORY     - Date     Condition        Report By
 EG1739  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1739
 EG1739                          STATION DESCRIPTION
 EG1739
 EG1739'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1738 ***********************************************************************
 EG1738  DESIGNATION -  BANNER GULF INTERST GAS MAST
 EG1738  PID         -  EG1738
 EG1738  STATE/COUNTY-  MS/CALHOUN
 EG1738  USGS QUAD   -  BANNER (1972)
 EG1738
 EG1738                         *CURRENT SURVEY CONTROL
 EG1738  ___________________________________________________________________
 EG1738* NAD 83(1993)-  34 05 18.64033(N)    089 26 46.24408(W)     ADJUSTED  
 EG1738* NAVD 88     -              **(meters)            **(feet)            
 EG1738  ___________________________________________________________________
 EG1738  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EG1738  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EG1738  HORZ ORDER  -  THIRD
 EG1738
 EG1738.The horizontal coordinates were established by classical geodetic methods
 EG1738.and adjusted by the National Geodetic Survey in May 1994.
 EG1738
 EG1738
 EG1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1738
 EG1738.The geoid height was determined by GEOID03.
 EG1738
 EG1738;                    North         East     Units Scale Factor Converg.
 EG1738;SPC MS E     -   508,934.200   243,443.607   MT  0.99998941   -0 20 36.6
 EG1738;SPC MS E     - 1,669,728.29    798,697.90   sFT  0.99998941   -0 20 36.6
 EG1738;SPC MS W     -   509,119.938   781,871.599   MT  1.00003260   +0 29 50.1
 EG1738;SPC MS W     - 1,670,337.66  2,565,190.40   sFT  1.00003260   +0 29 50.1
 EG1738;UTM  16      - 3,774,671.224   274,309.556   MT  1.00022794   -1 22 17.7
 EG1738
 EG1738                          SUPERSEDED SURVEY CONTROL
 EG1738
 EG1738  NAD 83(1986)-  34 05 18.65164(N)    089 26 46.24123(W) AD(       ) 4
 EG1738  NAD 27      -  34 05 18.25800(N)    089 26 45.96300(W) AD(       ) 3
 EG1738
 EG1738.Superseded values are not recommended for survey control.
 EG1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1738.See file dsdata.txt to determine how the superseded data were derived.
 EG1738
 EG1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC7431074671(NAD 83)
 EG1738_MARKER: 42 = RADIO/TV MAST
 EG1738
 EG1738  HISTORY     - Date     Condition        Report By
 EG1738  HISTORY     - 1956     FIRST OBSERVED   CGS
 EG1738  HISTORY     - 1973     GOOD             MSHD
 EG1738
 EG1738                          STATION DESCRIPTION
 EG1738
 EG1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1738'STATION IS THE TOP CENTER OF A RADIO MAST WHICH IS OWNED AND OPERATED
 EG1738'BY THE GULF
 EG1738'INTERSTATE GAS CO.  OBJECT OBSERVED ON WAS A RED FLASHING
 EG1738'LIGHT WHICH IS IN THE CENTER
 EG1738'OF THE TOP OF MAST.
 EG1738'
 EG1738'THE MAST IS A FOUR LEGGED, SLENDER, STEEL FRAMEWORK 310 FEET HIGH AND
 EG1738'THE BASE IS 365 FEET ABOVE
 EG1738'MEAN SEA LEVEL.  IT IS IN DISTRICT 3, SECTION 6 AND
 EG1738'ABOUT 13 MILES SOUTHEAST OF WATER
 EG1738'VALLEY.
 EG1738
 EG1738                          STATION RECOVERY (1973)
 EG1738
 EG1738'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EG1738'THE STATION WAS VISITED 6-13-73 AND WAS FOUND TO BE STANDING AND IN
 EG1738'GOOD CONDITION.  THE STATION IS LOCATED 8.7 MILES NW OF BRUCE, 11.7
 EG1738'MILES SE OF WATER VALLEY NEAR THE NW CORNER OF THE GROUNDS OF THE
 EG1738'GULF INTERSTATE GAS CO. IN DISTRICT 3, SECTION 6, AND IS IN THE NW
 EG1738'1/4 OF THE 1/4 OF SECTION 31, T 11S, R 2W.  IT IS A FOUR LEGGED
 EG1738'SLENDER LATTICE STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 EG1738'ORANGE AND WHITE WITH GUY WIRES SPACED AT REGULAR INTERVALS AND IS
 EG1738'310 FEET HIGH.  THERE ARE TWO ANTENNAS AND A FLASHING RED LIGHT
 EG1738'ON THE TOP OF THE MAST.  THE BASE OF THE MAST IS 365 FEET ABOVE
 EG1738'MEAN SEA LEVEL.  THE TOP CENTER OF THE MAST WAS THE POINT OBSERVED.
 EG1738'
 EG1738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND STATE
 EG1738'HIGHWAY 32 IN BRUCE GO WEST ON STATE HIGHWAY 32 FOR 2.9 MILES TO THE
 EG1738'JUNCTION OF STATE HIGHWAY 330.  CONTINUE NORTH ON STATE HIGHWAY 32
 EG1738'FOR 7.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A
 EG1738'BLACK TOP ROAD FOR 1 MILE TO THE MAST ON THE RIGHT.
 EG1738'
 EG1738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.7 MILES NW OF
 EG1738'BRUCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2345 ***********************************************************************
 BW2345  DESIGNATION -  BAR
 BW2345  PID         -  BW2345
 BW2345  STATE/COUNTY-  MS/COPIAH
 BW2345  USGS QUAD   -  BARLOW (1963)
 BW2345
 BW2345                         *CURRENT SURVEY CONTROL
 BW2345  ___________________________________________________________________
 BW2345* NAD 83(1993)-  31 50 04.56688(N)    090 41 22.22868(W)     ADJUSTED  
 BW2345* NAVD 88     -       109.49   (+/-2cm)     359.2    (feet)  VERTCON   
 BW2345  ___________________________________________________________________
 BW2345  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BW2345  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2345  HORZ ORDER  -  THIRD
 BW2345  VERT ORDER  -  THIRD ? (See Below)
 BW2345
 BW2345.The horizontal coordinates were established by classical geodetic methods
 BW2345.and adjusted by the National Geodetic Survey in May 1994.
 BW2345
 BW2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2345.The vertical order pertains to the NGVD 29 superseded value.
 BW2345
 BW2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2345
 BW2345.The geoid height was determined by GEOID03.
 BW2345
 BW2345;                    North         East     Units Scale Factor Converg.
 BW2345;SPC MS W     -   258,865.265   666,285.252   MT  0.99996401   -0 11 16.3
 BW2345;SPC MS W     -   849,293.79  2,185,970.86   sFT  0.99996401   -0 11 16.3
 BW2345;UTM  15      - 3,524,429.043   718,655.664   MT  1.00018968   +1 13 09.1
 BW2345
 BW2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2345!SPC MS W     -   0.99998689  x   0.99996401  =   0.99995090
 BW2345!UTM  15      -   0.99998689  x   1.00018968  =   1.00017657
 BW2345
 BW2345|---------------------------------------------------------------------|
 BW2345| PID    Reference Object                     Distance      Geod. Az  |
 BW2345|                                                           dddmmss.s |
 BW2345| CY3349 BAR RM 1                             22.653 METERS 00317     |
 BW2345| BW2342 BARLOW                              APPROX. 7.4 KM 1190426.9 |
 BW2345| BW2346 BAR 2                                 4.359 METERS 27034     |
 BW2345| CY3350 BAR RM 2                             27.965 METERS 27034     |
 BW2345| CY3348 BAR AZ MK                                          3274506.4 |
 BW2345|---------------------------------------------------------------------|
 BW2345
 BW2345                          SUPERSEDED SURVEY CONTROL
 BW2345
 BW2345  NAD 83(1986)-  31 50 04.58153(N)    090 41 22.22504(W) AD(       ) 3
 BW2345  NAD 27      -  31 50 04.00100(N)    090 41 21.87100(W) AD(       ) 3
 BW2345  NGVD 29 (07/19/86)  109.50   (m)          359.3    (f) LEVELING    3  
 BW2345
 BW2345.Superseded values are not recommended for survey control.
 BW2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2345.See file dsdata.txt to determine how the superseded data were derived.
 BW2345
 BW2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1865624429(NAD 83)
 BW2345_MARKER: DS = TRIANGULATION STATION DISK
 BW2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2345
 BW2345  HISTORY     - Date     Condition        Report By
 BW2345  HISTORY     - 1948     MONUMENTED       CGS
 BW2345  HISTORY     - 1955     GOOD             CGS
 BW2345  HISTORY     - 1965     MARK NOT FOUND   MSHD
 BW2345  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BW2345
 BW2345                          STATION DESCRIPTION
 BW2345
 BW2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2345'STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF BARLOW, 34
 BW2345'FEET NORTHWEST OF A 24-INCH TRIANGULAR BLAZED PINE TREE, 28 FEET
 BW2345'WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, AND 8 FEET
 BW2345'EAST OF A WIRE FENCE AND A WITNESS POST.  THE MARK PROJECTS
 BW2345'4 INCHES, AND THE DISK IS STAMPED BAR 1948.
 BW2345'
 BW2345'REFERENCE MARK NO. 1 IS 74.32 FEET NORTH OF THE STATION,
 BW2345'25 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 3 FEET EAST
 BW2345'OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BW2345'IS STAMPED BAR NO 1 1948.
 BW2345'
 BW2345'REFERENCE MARK NO. 2 IS 91.86 FEET WEST OF THE STATION, AND
 BW2345'84.5 FEET WEST-SOUTHWEST OF THE WITNESS POST.  THE MARK
 BW2345'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BAR NO 2 1948.
 BW2345'
 BW2345'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH-NORTHWEST
 BW2345'OF THE STATION, 28 FEET NORTH OF A 24-INCH PINE TREE, 15
 BW2345'FEET NORTH-NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 BW2345'SOUTHEAST OF A WITNESS POST, AND 2 FEET SOUTH-SOUTHWEST OF
 BW2345'A WIRE FENCE.  THE DISK IS STAMPED BAR 1948, AND PROJECTS
 BW2345'6 INCHES.
 BW2345'
 BW2345'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 BW2345'AND STATE HIGHWAY 20 IN HAZLEHURST, GO SOUTHWESTERLY ON
 BW2345'NO. 20 FOR 9.0 MILES TO A FORK AT AN OLD STORE.  THEN RIGHT,
 BW2345'WESTERLY, FOR 8.5 MILES TO THE BARLOW POST OFFICE ON THE LEFT.
 BW2345'CONTINUE WESTERLY FOR 1 MILE TO A FORK.  THEN RIGHT FOR 1.4
 BW2345'MILES TO A FORK.  THEN RIGHT, NORTHERLY, FOR 0.5 MILE TO THE
 BW2345'STATION ON THE LEFT.
 BW2345'
 BW2345'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 BW2345'AND WESTERLY ON THE GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON
 BW2345'THE RIGHT.
 BW2345'
 BW2345'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2345
 BW2345                          STATION RECOVERY (1955)
 BW2345
 BW2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2345'THE STATION WAS VISITED 10-11-55 AND ALL MARKS WERE FOUND
 BW2345'IN GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE WITH
 BW2345'A CORRECTED TO REACH WHICH FOLLOWS--
 BW2345'
 BW2345'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST GO
 BW2345'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2345'STATE HIGHWAY 20, TURN LEFT ON STATE HIGHWAY 20 AND GO 3.0
 BW2345'MILES TO A CROSSROAD.  CONTINUE ON STATE HIGHWAY 20 FOR 5.5 MILES
 BW2345'TO A SIDE ROAD RIGHT IN A CURVE AT THE TOP OF A HILL, TURN
 BW2345'RIGHT AND GO 8.45 MILES TO THE POST OFFICE IN BARLOW, CONTINUED
 BW2345'WEST, STRAIGHT AHEAD FOR 1.1 MILES TO A FORK.  TAKE RIGHT
 BW2345'FORK AND GO 1.4 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.5
 BW2345'MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 BW2345
 BW2345                          STATION RECOVERY (1965)
 BW2345
 BW2345'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2345'THE STATION WAS VISITED 12-8-65 AND R.M. 2 WAS FOUND IN
 BW2345'GOOD CONDITION.  THE SURFACE MARK FOR THE STATION WAS GONE
 BW2345'AND THE TOP OF R.M. 1 WAS GONE.  THE AZIMUTH MARK WAS NOT FOUND.
 BW2345'
 BW2345'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE FRONT
 BW2345'ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN HAZLEHURST,
 BW2345'GO NORTH FOR 0.35 MILES TO HIGHWAY 28.  TURN LEFT AND GO 0.95
 BW2345'MILES TO INTERSTATE 55 OVERPASS.  CONTINUE STRAIGHT FOR 7.75
 BW2345'MILES TO A BLACKTOP ROAD ON THE RIGHT.  TURN RIGHT AND GO 11.2
 BW2345'MILES TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.5
 BW2345'MILES TO THE TOP OF A HILL AND THE STATION ON THE LEFT.  NOTE--
 BW2345'THE SURFACE MARK WAS NOT FOUND BUT THE SUB SURFACE MARK WAS
 BW2345'FOUND IN GOOD CONDITION.
 BW2345'
 BW2345'STATION DISK IS STAMPED BAR 1948 AND IS 24 INCHES BELOW THE
 BW2345'GROUND.  IT IS 28 FEET WEST OF A GRAVEL ROAD, 8 FEET EAST OF
 BW2345'A FENCE AND 8 FEET EAST OF A METAL WITNESS POST.
 BW2345'
 BW2345'R.M. 1. THE CONCRETE BASE OF THE MARK WAS FOUND BUT THE DISK
 BW2345'WAS NOT FOUND.
 BW2345'
 BW2345'R.M. 2 IS 84 FEET WEST OF A METAL WITNESS POST, IS STAMPED
 BW2345'BAR NO 2 1948 AND PROJECTS 4 INCHES.
 BW2345
 BW2345                          STATION RECOVERY (1966)
 BW2345
 BW2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2345'THE STATION WAS VISITED 10-11-66 AND STATION SUBSURFACE WAS
 BW2345'FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS DESTROYED
 BW2345'WHEN BANK IN WHICH STATION WAS SET WAS SLOPED IN ROAD
 BW2345'CONSTRUCTION.  R.M. NO. 1 WAS FOUND DESTROYED AND THE DISK
 BW2345'RECLAIMED.  R.M. NO. 2 WAS FOUND IN GOOD CONDITION.  R.M. NO.
 BW2345'3 WAS ESTABLISHED AT THIS DATE.  THE STATION SUBSURFACE MARK
 BW2345'WAS LEFT INTACT.  A NEW STATION BAR 2 1966 WAS SET ON LINE
 BW2345'WITH R.M. NO. 2, A DISTANCE OF 4.359 METERS.
 BW2345'
 BW2345'THE AZIMUTH MARK HAD BEEN DESTROYED PRIOR TO THIS DATE.
 BW2345'
 BW2345'SEE DESCRIPTION FOR BAR 2 1966.
 BW2345'
 BW2345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW2345'WNW OF BARLOW
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2346 ***********************************************************************
 BW2346  DESIGNATION -  BAR 2
 BW2346  PID         -  BW2346
 BW2346  STATE/COUNTY-  MS/COPIAH
 BW2346  USGS QUAD   -  BARLOW (1963)
 BW2346
 BW2346                         *CURRENT SURVEY CONTROL
 BW2346  ___________________________________________________________________
 BW2346* NAD 83(1993)-  31 50 04.56829(N)    090 41 22.39445(W)     NO CHECK  
 BW2346* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BW2346  ___________________________________________________________________
 BW2346  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BW2346  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2346  HORZ ORDER  -  THIRD
 BW2346
 BW2346.The horizontal coordinates were established by classical geodetic methods
 BW2346.and adjusted by the National Geodetic Survey in May 1994.
 BW2346.No horizontal observational check was made to the station.
 BW2346
 BW2346.The orthometric height was scaled from a topographic map.
 BW2346
 BW2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2346
 BW2346.The geoid height was determined by GEOID03.
 BW2346
 BW2346;                    North         East     Units Scale Factor Converg.
 BW2346;SPC MS W     -   258,865.323   666,280.893   MT  0.99996402   -0 11 16.4
 BW2346;SPC MS W     -   849,293.98  2,185,956.56   sFT  0.99996402   -0 11 16.4
 BW2346;UTM  15      - 3,524,428.994   718,651.304   MT  1.00018966   +1 13 09.0
 BW2346
 BW2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2346!SPC MS W     -   0.99998681  x   0.99996402  =   0.99995083
 BW2346!UTM  15      -   0.99998681  x   1.00018966  =   1.00017647
 BW2346
 BW2346|---------------------------------------------------------------------|
 BW2346| PID    Reference Object                     Distance      Geod. Az  |
 BW2346|                                                           dddmmss.s |
 BW2346| CY3351 BAR 2 RM 3                           23.962 METERS 01001     |
 BW2346| BW2345 BAR                                   4.359 METERS 09034     |
 BW2346| CY3350 BAR RM 2                             23.606 METERS 27035     |
 BW2346|---------------------------------------------------------------------|
 BW2346
 BW2346                          SUPERSEDED SURVEY CONTROL
 BW2346
 BW2346  NAD 83(1986)-  31 50 04.58294(N)    090 41 22.39080(W) AD(       ) 3
 BW2346  NAD 27      -  31 50 04.00241(N)    090 41 22.03676(W) AD(       ) 3
 BW2346
 BW2346.Superseded values are not recommended for survey control.
 BW2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2346.See file dsdata.txt to determine how the superseded data were derived.
 BW2346
 BW2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1865124429(NAD 83)
 BW2346_MARKER: DS = TRIANGULATION STATION DISK
 BW2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2346
 BW2346  HISTORY     - Date     Condition        Report By
 BW2346  HISTORY     - 1966     MONUMENTED       CGS
 BW2346
 BW2346                          STATION DESCRIPTION
 BW2346
 BW2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2346'THE STATION IS LOCATED ABOUT 2 MILES WNW OF BARLOW, ACROSS
 BW2346'THE GRAVELED ROAD FROM A CULTIVATED FIELD, AT THE TOP OF A
 BW2346'GRADE AND AT THE SOUTH END OF A CURVE IN THE ROAD, 43 FT. W
 BW2346'OF CENTERLINE OF ROAD, 6 FT. W OF RIGHT OF WAY OF FENCE LINE,
 BW2346'6 FT. W OF A METAL WITNESS POST, 156 FT. SSW OF SOUTH END
 BW2346'OF A METAL GAGE IN FENCE LINE E OF ROAD, 31 FT. SSW OF 12-INCH
 BW2346'TREE IN FENCE LINE.  IT IS A STANDARD DISK STAMPED BAR 2
 BW2346'1966, PROJECTING 6-INCHES, ABOUT 6 FT. ABOVE THE LEVEL OF THE
 BW2346'ROAD.
 BW2346'
 BW2346'R.M. NO. 2 IS LOCATED 77.45 FT W OF STATION, 120.5 FT. W OF
 BW2346'CENTERLINE OF ROAD, 83 FT. W OF FENCE LINE.  IT IS A STANDARD
 BW2346'DISK STAMPED BAR NO 2 1948, PROJECTING 5-INCHES.
 BW2346'
 BW2346'R.M. NO. 3 IS LOCATED 78.61 FT. N OF STATION, 3 FT. W OF
 BW2346'RIGHT OF WAY OF FENCE, 3 FT. SW OF 8-INCH PINE TREE, 33 FT.
 BW2346'W OF CENTERLINE OF ROAD, 95 FT. SW OF SOUTH END OF GATE EAST
 BW2346'OF ROAD.  IT IS A STANDARD DISK STAMPED BAR 2 NO. 3 1966,
 BW2346'PROJECTING 4-INCHES.
 BW2346'
 BW2346'TO REACH THE STATION FROM THE POST OFFICE IN HAZELHURST,
 BW2346'GO NORTH ON U.S. HIGHWAY 51 FOR 0.35 MILE TO STATE HIGHWAY
 BW2346'28, TURN LEFT AND GO SOUTHWEST FOR 0.95 MILE TO I-55, CONTINUE
 BW2346'SW FOR 7.75 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A HILL
 BW2346'AND AT A CURVE, TURN RIGHT AND GO WEST FOR 9.8 MILES TO THE
 BW2346'COMMUNITY OF BARLOW, CONTINUE WEST FOR 2.4 MILES TO A GRAVELED
 BW2346'ROAD RIGHT AT A CURVE, TURN RIGHT AND GO DOWN HILL AND NORTH
 BW2346'FOR 0.5 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0776 ***********************************************************************
 BV0776  DESIGNATION -  BARBARA
 BV0776  PID         -  BV0776
 BV0776  STATE/COUNTY-  MS/PERRY
 BV0776  USGS QUAD   -  TAYLOR HILL (1982)
 BV0776
 BV0776                         *CURRENT SURVEY CONTROL
 BV0776  ___________________________________________________________________
 BV0776* NAD 83(1993)-  31 01 08.53867(N)    088 58 39.64478(W)     ADJUSTED  
 BV0776* NAVD 88     -        92.184  (meters)     302.44   (feet)  ADJUSTED  
 BV0776  ___________________________________________________________________
 BV0776  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BV0776  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BV0776  DYNAMIC HT  -          92.066 (meters)     302.05  (feet)  COMP
 BV0776  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BV0776
 BV0776  HORZ ORDER  -  FIRST
 BV0776  VERT ORDER  -  SECOND    CLASS 0
 BV0776
 BV0776.The horizontal coordinates were established by classical geodetic methods
 BV0776.and adjusted by the National Geodetic Survey in May 1994.
 BV0776
 BV0776.The orthometric height was determined by differential leveling
 BV0776.and adjusted in May 1996.
 BV0776
 BV0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0776
 BV0776.The geoid height was determined by GEOID03.
 BV0776
 BV0776.The dynamic height is computed by dividing the NAVD 88
 BV0776.geopotential number by the normal gravity value computed on the
 BV0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0776.degrees latitude (g = 980.6199 gals.).
 BV0776
 BV0776.The modeled gravity was interpolated from observed gravity values.
 BV0776
 BV0776;                    North         East     Units Scale Factor Converg.
 BV0776;SPC MS E     -   168,396.368   286,217.785   MT  0.99995234   -0 04 27.8
 BV0776;SPC MS E     -   552,480.42    939,032.85   sFT  0.99995234   -0 04 27.8
 BV0776;UTM  16      - 3,433,391.265   311,218.577   MT  1.00003962   -1 01 10.0
 BV0776
 BV0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0776!SPC MS E     -   0.99998992  x   0.99995234  =   0.99994226
 BV0776!UTM  16      -   0.99998992  x   1.00003962  =   1.00002954
 BV0776
 BV0776:                Primary Azimuth Mark                     Grid Az
 BV0776:SPC MS E     -  BARBARA AZ MK                            012 30 36.5
 BV0776:UTM  16      -  BARBARA AZ MK                            013 27 18.7
 BV0776
 BV0776|---------------------------------------------------------------------|
 BV0776| PID    Reference Object                     Distance      Geod. Az  |
 BV0776|                                                           dddmmss.s |
 BV0776| BV0774 BARBARA AZ MK                                      0122608.7 |
 BV0776| BH2514 WINDMILL                            APPROX.11.6 KM 1350824.1 |
 BV0776| BH2511 WILBE FIRE TOWER                    APPROX.17.4 KM 1852721.0 |
 BV0776| BH2529 WIGGINS MUNICIPAL TANK              APPROX.23.1 KM 2215054.5 |
 BV0776| BV0777 BARBARA RM 1                         29.483 METERS 24659     |
 BV0776| BV1634 LEAF RIVER CENTRAL FIRE TOWER       APPROX.10.2 KM 3152833.8 |
 BV0776| BV0775 BARBARA RM 2                         33.198 METERS 34542     |
 BV0776|---------------------------------------------------------------------|
 BV0776
 BV0776                          SUPERSEDED SURVEY CONTROL
 BV0776
 BV0776  NAD 83(1993)-  31 01 08.55523(N)    088 58 39.64370(W) AD(       ) 1
 BV0776  NAD 83(1986)-  31 01 08.55576(N)    088 58 39.64409(W) AD(       ) 1
 BV0776  NAD 27      -  31 01 07.88500(N)    088 58 39.47400(W) AD(       ) 1
 BV0776  NGVD 29 (??/??/92)   92.170  (m)          302.39   (f) ADJ UNCH    2 0
 BV0776
 BV0776.Superseded values are not recommended for survey control.
 BV0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0776.See file dsdata.txt to determine how the superseded data were derived.
 BV0776
 BV0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1121933391(NAD 83)
 BV0776_MARKER: DS = TRIANGULATION STATION DISK
 BV0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0776_SP_SET: CONCRETE POST
 BV0776_STAMPING: BARBARA 1942
 BV0776_MARK LOGO: CGS   
 BV0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0776+STABILITY: SURFACE MOTION
 BV0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0776+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1986
 BV0776
 BV0776  HISTORY     - Date     Condition        Report By
 BV0776  HISTORY     - 1942     MONUMENTED       CGS
 BV0776  HISTORY     - 1956     GOOD             CGS
 BV0776  HISTORY     - 1958     GOOD             NGS
 BV0776  HISTORY     - 1966     GOOD             MSHD
 BV0776  HISTORY     - 1976     GOOD             LOCENG
 BV0776  HISTORY     - 19861218 GOOD             MSHD
 BV0776
 BV0776                          STATION DESCRIPTION
 BV0776
 BV0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV0776'STATION IS LOCATED ABOUT 11 MILES N, 9.5 MILES E OF WIGGINS,
 BV0776'MISSISSIPPI, NEAR THE CENTER OF THE E SIDE OF SEC. 27, T. 1 N, R.
 BV0776'10 W, ON THE HIGHEST POINT OF A HILL ON THE E SIDE OF A GRAVEL
 BV0776'ROAD, ABOUT 0.35 MILE S OF CCC CAMP MISSISSIPPI F-5, 40 FEET E OF
 BV0776'THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET W OF A 6-INCH
 BV0776'TRIANGULAR BLAZED OAK TREE, AND 4 FEET W OF A STANDARD
 BV0776'REFERENCE POST. THE MARK PROJECTS 6 INCHES AND IS STAMPED BARBARA
 BV0776'1942. THE OWNER OF THE PROPERTY IS NOT KNOWN.
 BV0776'
 BV0776'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV0776'BRONZE DISKS SET IN CONCRETE.
 BV0776'
 BV0776'REFERENCE MARK NO.1 IS 96.73 FEET SW OF THE STATION AND 30 FEET W
 BV0776'OF THE CENTER LINE OF THE GRAVEL ROAD. MARK PROJECTS 6 INCHES AND
 BV0776'IS STAMPED BARBARA NO.1 1942.
 BV0776'
 BV0776'REFERENCE MARK NO.2 108.90 FEET NW OF THE STATION, 23 FEET W OF THE
 BV0776'CENTER LINE OF THE GRAVEL ROAD, AND 6 FEET E OF A 6-INCH PINE TREE.
 BV0776'MARK PROJECTS 6 INCHES AND IS STAMPED BARBARA NO.2 1942.
 BV0776'
 BV0776'THE AZIMUTH MARK IS LOCATED 0.3 MILE N OF THE STATION, ON THE E SIDE
 BV0776'OF THE GRAVEL ROAD, OPPOSITE THE CCC CAMP MISSISSIPPI F-5, 0.05 MILE
 BV0776'N OF THE T-ROAD INTERSECTION, 56 FEET W OF A N-S FENCE LINE, 26
 BV0776'FEET E OF THE CENTER LINE OF THE GRAVEL ROAD, 3 FEET S OF A
 BV0776'STANDARD REFERENCE POST. MARK PROJECTS 6 INCHES AND IS STAMPED
 BV0776'BARBARA 1942.
 BV0776'
 BV0776'TO REACH THE STATION FROM MCLAIN, MISSISSIPPI, GO S ON ROUTE 15 FOR
 BV0776'ABOUT 0.5 MILE TO GRAVEL ROAD RIGHT, TURN RIGHT AND GO 6 MILES TO A
 BV0776'T-ROAD RIGHT AND THE LEAF POST OFFICE, TURN RIGHT AND GO 8.6 MILES,
 BV0776'FOLLOWING THE MAIN ROAD, TO A T-INTERSECTION, JUST S OF THE CCC
 BV0776'CAMP F-5. TURN RIGHT TO THE AZIMUTH MARK. TURN LEFT AND CONTINUE
 BV0776'0.25 MILE TO THE STATION ON THE LEFT.
 BV0776'
 BV0776'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV0776
 BV0776                          STATION RECOVERY (1956)
 BV0776
 BV0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV0776'THE STATION WAS VISITED ON OCTOBER 25, 1956. THE STATION AND ALL
 BV0776'MARKS WERE FOUND IN GOOD CONDITION. THE 1942 DESCRIPITON IS ADEQUATE
 BV0776'WITH A CORRECTED DESCRIPTION TO REACH THE STATION.
 BV0776'
 BV0776'TO REACH THE STATION FROM THE POST OFFICE IN LEAF (5.75 MI. S OF
 BV0776'MCLAIN), GO W ACROSS THE TRACK AND GO 0.1 MI. TO A CROSSROAD,
 BV0776'CONTINUE W ON NATIONAL FOREST ROAD NO. 309 FOR 8.6 MI. TO A FORK,
 BV0776'TAKE THE RIGHT FORK AND GO NW ON NATIONAL FOREST ROAD FOR 6.0 MI.
 BV0776'TO A T-INTERSECTION WITH A MACADAM ROAD, TURN LEFT AND GO S FOR
 BV0776'0.25 MI. TO THE STATION ON THE RIGHT AT THE SUMMIT OF A GRADE.
 BV0776'
 BV0776'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 0.25 MI. TO THE
 BV0776'T-INTERSECTION, CONTINUE STRAIGHT AHEAD FOR ABOUT 300 FT. TO THE
 BV0776'AZIMUTH MARK ON THE RIGHT.
 BV0776
 BV0776                          STATION RECOVERY (1958)
 BV0776
 BV0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BV0776'14.05 MI S FROM NEW AUGUSTA.
 BV0776'LOCATED 12.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BV0776'IN NEW AUGUSTA, THENCE SOUTH FOR 1.0 MILE TO A SIDE ROAD LEFT, KEEP
 BV0776'STRAIGHT AHEAD FOR 0.25 MILE TO THE TOP OF A KNOLL AND THE STATION ON
 BV0776'THE LEFT.  IT IS OPPOSITE THE WOODS ROAD LEADING WEST, 39 FEET EAST OF
 BV0776'THE CENTERLINE OF THE ROAD, 17 FEET WEST OF A 12-INCH OAK TREE, 108.9
 BV0776'FEET SOUTHEAST OF REFERENCE MARK NO. 2 AND 96.73 FEET NORTHEAST OF
 BV0776'REFERENCE MARK NO. 1.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0776'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH
 BV0776'THE ROAD.
 BV0776
 BV0776                          STATION RECOVERY (1966)
 BV0776
 BV0776'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0776'THE STATION WAS VISITED 2-17-66 AND ALL MARKS WERE FOUND IN GOOD
 BV0776'CONDITION.
 BV0776'
 BV0776'THE STATION IS REACHED FROM THE U.S. POST OFFICE ON HIGHWAY 98 IN
 BV0776'MCLAIN GO SOUTH FOR 0.1 MILES TO AN INTERSECTION, TURN RIGHT AND GO
 BV0776'0.25 MILES TO A FORK, TAKE THE LEFT FORK AND GO 11.75 MILES TO A T
 BV0776'INTERSECTION, TURN LEFT ON HIGHWAY 29 AND GO 0.25 MILES TO A SIDE
 BV0776'ROAD LEFT, TURN LEFT AND GO 0.95 TO THE AZIMUTH ON THE LEFT. TO
 BV0776'REACH THE STATION CONTINUE FOR 0.3 MILES TO A TRACK ROAD AND THE
 BV0776'MARK ON THE LEFT AS DESCRIBED. THE STATION DISK IS STAMPED
 BV0776'BARBARA (1942) AND PROJECTS 6 INCHES.
 BV0776'
 BV0776'IT IS 39 FEET EAST OF THE BLACKTOP ROAD, 13 FEET SOUTH OF A TRACK
 BV0776'ROAD AND 1.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 BV0776'
 BV0776'R.M. 1 IS 32 FEET WEST OF BLACKTOP ROAD, 11.8 FEET EAST OF A FENCE,
 BV0776'1 FOOT WEST OF A METAL WITNESS POST, STAMPED BARBARA NO. 1 1942,
 BV0776'AND PROJECTS 6 INCHES.
 BV0776'
 BV0776'R.M. 2 IS 24 FEET EAST OF A FENCE, 24 FEET WEST OF BLACKTOP ROAD,
 BV0776'6.3 FEET SOUTHEAST OF A 12 INCH PINE, 1 FOOT EAST OF A METAL WITNESS
 BV0776'POST, STAMPED BARBARA NO. 2 1942 AND PROJECTS 6 INCHES.
 BV0776'
 BV0776'THE AZIMUTH MARK IS 34 FEET NORTHEAST OF A POWER POLE, 27 FEET EAST
 BV0776'OF BLACKTOP ROAD, 4.3 FEET SOUTHWEST OF A 10 INCH PINE, 1 FOOT SOUTH
 BV0776'OF A METAL WITNESS POST, STAMPED BARBARA 1942 AND PROJECTS 6
 BV0776'INCHES.
 BV0776
 BV0776                          STATION RECOVERY (1976)
 BV0776
 BV0776'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BV0776'RECOVERED BY S.A. MEEKS, MASONITE CORP.
 BV0776'
 BV0776'BARBARA 1942 GOOD
 BV0776'
 BV0776'BARBARA RM 1 1942 GOOD
 BV0776'
 BV0776'BARBARA RM 2 1942 GOOD
 BV0776'
 BV0776'ALL MARKS, INCLUDING AZ. MARK ARE IN GOOD CONDITION AND BY
 BV0776'MAKING AN OFFSET OF 1.5 FT EASTERLY TO CLEAR A LARGE PINE TREE, THE
 BV0776'AZ. MRK CAN BE SEEN FROM THE STATION.
 BV0776
 BV0776                          STATION RECOVERY (1986)
 BV0776
 BV0776'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV0776'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS.
 BV0776'MARK IS LOCATED 17.38 KM (10.80 MI) SOUTH OF BEAUMONT ON THE WEST SIDE
 BV0776'OF BENNDALE ROAD IN SECTION 27, T1N, R10W.  TO REACH FROM THE POST
 BV0776'OFFICE AT BEAUMONT ON U.S. HIGHWAY 98, GO SOUTH ON BOLTON ROAD FOR
 BV0776'0.08 KM (0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON RIGHT, TURN RIGHT
 BV0776'AND GO WEST FOR 0.32 KM (0.20 MI) TO BEAUMONT BROOKLYN ROAD ON LEFT,
 BV0776'TURN LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN ROAD FOR 12.55 KM
 BV0776'(7.80 MI) TO JUNCTION STATE HIGHWAY 29, TURN LEFT SOUTH AND GO 5.30 KM
 BV0776'(3.30 MI) TO A FORK, TAKE THE LEFT FORK AND GO 1.93 KM (1.20 MI) TO A
 BV0776'WOODS ROAD LEFT AT TOP OF HILL AND THE MARK ON THE LEFT.  MARK IS A
 BV0776'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.03
 BV0776'M (0.1 FT) .  RECOVERED AS PREVIOUSLY DESCRIBED, EXCEPT NOW IT IS
 BV0776'11.89 M (39.0 FT) EAST CENTER PAVED ROAD, 4.27 M (14.0 FT) SOUTH
 BV0776'CENTER WOODS ROAD AND 0.30 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0774 ***********************************************************************
 BV0774  DESIGNATION -  BARBARA AZ MK
 BV0774  PID         -  BV0774
 BV0774  STATE/COUNTY-  MS/PERRY
 BV0774  USGS QUAD   -  TAYLOR HILL (1982)
 BV0774
 BV0774                         *CURRENT SURVEY CONTROL
 BV0774  ___________________________________________________________________
 BV0774* NAD 83(1986)-  31 01 23.     (N)    088 58 34.     (W)     SCALED    
 BV0774* NAVD 88     -        91.231  (meters)     299.31   (feet)  ADJUSTED  
 BV0774  ___________________________________________________________________
 BV0774  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BV0774  DYNAMIC HT  -          91.114 (meters)     298.93  (feet)  COMP
 BV0774  MODELED GRAV-     979,363.2   (mgal)                       NAVD 88
 BV0774
 BV0774  VERT ORDER  -  SECOND    CLASS 0
 BV0774
 BV0774.The horizontal coordinates were scaled from a topographic map and have
 BV0774.an estimated accuracy of +/- 6 seconds.
 BV0774
 BV0774.The orthometric height was determined by differential leveling
 BV0774.and adjusted in May 1996.
 BV0774
 BV0774.The geoid height was determined by GEOID03.
 BV0774
 BV0774.The dynamic height is computed by dividing the NAVD 88
 BV0774.geopotential number by the normal gravity value computed on the
 BV0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0774.degrees latitude (g = 980.6199 gals.).
 BV0774
 BV0774.The modeled gravity was interpolated from observed gravity values.
 BV0774
 BV0774;                    North         East    Units  Estimated Accuracy
 BV0774;SPC MS E     -   168,840.      286,370.      MT  (+/- 180 meters Scaled)
 BV0774
 BV0774                          SUPERSEDED SURVEY CONTROL
 BV0774
 BV0774  NGVD 29 (??/??/92)   91.214  (m)          299.26   (f) ADJ UNCH    2 0
 BV0774
 BV0774.Superseded values are not recommended for survey control.
 BV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0774.See file dsdata.txt to determine how the superseded data were derived.
 BV0774
 BV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV113338(NAD 83)
 BV0774_MARKER: DZ = AZIMUTH MARK DISK
 BV0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0774_SP_SET: CONCRETE POST
 BV0774_STAMPING: BARBARA 1942
 BV0774_MARK LOGO: CGS   
 BV0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0774+STABILITY: SURFACE MOTION
 BV0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0774+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1986
 BV0774
 BV0774  HISTORY     - Date     Condition        Report By
 BV0774  HISTORY     - 1942     MONUMENTED       CGS
 BV0774  HISTORY     - 1958     GOOD             NGS
 BV0774  HISTORY     - 19861218 GOOD             MSHD
 BV0774
 BV0774                          STATION DESCRIPTION
 BV0774
 BV0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0774'13.7 MI S FROM NEW AUGUSTA.
 BV0774'LOCATED 12.8 MILES SOUTH ALONG STATE HIGHWAY 29 TO A FORKS, THENCE
 BV0774'SOUTH ON LEFT FORK FOR 0.9 MILE FROM THE POST OFFICE IN NEW AUGUSTA.
 BV0774'IT IS 300 FEET NORTH OF A SIDE ROAD LEADING EAST, 26 FEET EAST OF THE
 BV0774'CENTER OF THE HIGHWAY, 34 FEET WEST-NORTHWEST OF A POWER POLE, 56 FEET
 BV0774'WEST OF A FENCE LINE, 4.5 FEET SOUTHWEST OF AN 8-INCH PINE TREE AND ON
 BV0774'THE TOP OF A 3-FOOT BANK.  IT IS A STANDARD AZIMUTH MARK DISK SET IN
 BV0774'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 BV0774'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BV0774
 BV0774                          STATION RECOVERY (1986)
 BV0774
 BV0774'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV0774'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0774'MARK IS LOCATED 16.74 KM (10.40 MI) SOUTH OF BEAUMONT IN THE NORTHEAST
 BV0774'ANGLE OF THE JUNCTION OF BENNDALE ROAD WITH A GRAVEL ROAD IN SECTION
 BV0774'26, T1N, R10W.  FROM THE POST OFFICE AT BEAUMONT ON U.S. HIGHWAY 98,
 BV0774'GO SOUTH ON BOLTON ROAD FOR 0.08 KM (0.05 MI) TO JUNCTION OF EIGHT
 BV0774'MILE ROAD ON RIGHT, TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) TO
 BV0774'BEAUMONT BROOKLYN ROAD ON LEFT, TURN LEFT AND GO SOUTHWEST ON BEAUMONT
 BV0774'BROOKLYN ROAD FOR 12.55 KM (7.80 MI) TO JUNCTION STATE HIGHWAY 29,
 BV0774'TURN LEFT SOUTH AND GO 5.30 KM (3.30 MI) TO A FORK, TAKE THE LEFT FORK
 BV0774'AND GO 1.44 KM (0.90 MI) TO THE MARK ON THE LEFT.  MARK IS A STANDARD
 BV0774'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.3 M
 BV0774'(1.0 FT) .  IT IS ABOUT 61.0 M (200.1 FT) NORTH OF A GRAVEL SIDE ROAD,
 BV0774'17.06 M (56.0 FT) WEST OF A FENCE, 10.36 M (34.0 FT) NORTHWEST OF
 BV0774'POWERLINE POST NO. M1336, 7.92 M (26.0 FT) EAST CENTER PAVED ROAD,
 BV0774'0.30 M (1.0 FT) SOUTH OF A WITNESS POST AND 0.90 M (3.0 FT) ABOVE THE
 BV0774'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0777 ***********************************************************************
 BV0777  DESIGNATION -  BARBARA RM 1
 BV0777  PID         -  BV0777
 BV0777  STATE/COUNTY-  MS/PERRY
 BV0777  USGS QUAD   -  TAYLOR HILL (1982)
 BV0777
 BV0777                         *CURRENT SURVEY CONTROL
 BV0777  ___________________________________________________________________
 BV0777* NAD 83(1986)-  31 01 09.     (N)    088 58 38.     (W)     SCALED    
 BV0777* NAVD 88     -        92.321  (meters)     302.89   (feet)  ADJUSTED  
 BV0777  ___________________________________________________________________
 BV0777  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BV0777  DYNAMIC HT  -          92.203 (meters)     302.50  (feet)  COMP
 BV0777  MODELED GRAV-     979,362.6   (mgal)                       NAVD 88
 BV0777
 BV0777  VERT ORDER  -  SECOND    CLASS 0
 BV0777
 BV0777.The horizontal coordinates were scaled from a topographic map and have
 BV0777.an estimated accuracy of +/- 6 seconds.
 BV0777
 BV0777.The orthometric height was determined by differential leveling
 BV0777.and adjusted in May 1996.
 BV0777
 BV0777.The geoid height was determined by GEOID03.
 BV0777
 BV0777.The dynamic height is computed by dividing the NAVD 88
 BV0777.geopotential number by the normal gravity value computed on the
 BV0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0777.degrees latitude (g = 980.6199 gals.).
 BV0777
 BV0777.The modeled gravity was interpolated from observed gravity values.
 BV0777
 BV0777;                    North         East    Units  Estimated Accuracy
 BV0777;SPC MS E     -   168,410.      286,260.      MT  (+/- 180 meters Scaled)
 BV0777
 BV0777                          SUPERSEDED SURVEY CONTROL
 BV0777
 BV0777  NGVD 29 (??/??/92)   92.303  (m)          302.83   (f) ADJ UNCH    2 0
 BV0777
 BV0777.Superseded values are not recommended for survey control.
 BV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0777.See file dsdata.txt to determine how the superseded data were derived.
 BV0777
 BV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV112334(NAD 83)
 BV0777_MARKER: DR = REFERENCE MARK DISK
 BV0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0777_SP_SET: CONCRETE POST
 BV0777_STAMPING: BARBARA NO 1 1942
 BV0777_MARK LOGO: CGS   
 BV0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0777+STABILITY: SURFACE MOTION
 BV0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0777+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1986
 BV0777
 BV0777  HISTORY     - Date     Condition        Report By
 BV0777  HISTORY     - 1942     MONUMENTED       CGS
 BV0777  HISTORY     - 1958     GOOD             NGS
 BV0777  HISTORY     - 19861218 GOOD             MSHD
 BV0777
 BV0777                          STATION DESCRIPTION
 BV0777
 BV0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0777'14.05 MI S FROM NEW AUGUSTA.
 BV0777'LOCATED 12.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BV0777'IN NEW AUGUSTA, THENCE SOUTH AT A FORKS FOR 1.0 MILES TO A SIDE ROAD
 BV0777'LEADING EAST, KEEP STRAIGHT AHEAD FOR 0.25 MILE TO THE MARK ON THE
 BV0777'RIGHT NEAR THE TOP OF A KNOLL.  IT IS 41 FEET SOUTH OF THE CENTER OF A
 BV0777'WOODS ROAD LEADING WEST, 31 FEET WEST OF THE CENTER OF THE MAIN ROAD,
 BV0777'15 FEET SOUTHEAST OF A 10-INCH OAK TREE, AND 96.73 FEET SOUTHWEST OF
 BV0777'TRIANGULATION STATION BARBARA 1942.  IT IS A STANDARD REFERENCE MARK
 BV0777'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4
 BV0777'INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0777
 BV0777                          STATION RECOVERY (1986)
 BV0777
 BV0777'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV0777'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0777'MARK IS LOCATED 17.38 KM (10.80 MI) SOUTH OF BEAUMONT ON THE WEST SIDE
 BV0777'OF BENNDALE ROAD IN SECTION 27, T1N, R10W.  FROM THE POST OFFICE AT
 BV0777'BEAUMONT ON U.S. HIGHWAY 98, GO SOUTH ON BOLTON ROAD FOR 0.08 KM
 BV0777'(0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON RIGHT, TURN RIGHT AND GO
 BV0777'WEST FOR 0.32 KM (0.20 MI) TO BEAUMONT BROOKLYN ROAD ON LEFT, TURN
 BV0777'LEFT AND GO SOUTHWEST ON BEAUMONT BROOKLYN ROAD FOR 12.55 KM
 BV0777'(7.80 MI) TO JUNCTION STATE HIGHWAY 29, TURN LEFT SOUTH AND GO 5.30 KM
 BV0777'(3.30 MI) TO A FORK, TAKE THE LEFT AND GO 1.93 KM (1.20 MI) TO THE
 BV0777'MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BV0777'CONCRETE POST PROJECTING 0.03 M (0.1 FT) .  RECOVERED AS PREVIOUSLY
 BV0777'DESCRIBED., EXCEPT NOW 9.75 M (32.0 FT) WEST OF CENTER OF PAVED ROAD
 BV0777'AND 0.30 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0775 ***********************************************************************
 BV0775  DESIGNATION -  BARBARA RM 2
 BV0775  PID         -  BV0775
 BV0775  STATE/COUNTY-  MS/PERRY
 BV0775  USGS QUAD   -  TAYLOR HILL (1982)
 BV0775
 BV0775                         *CURRENT SURVEY CONTROL
 BV0775  ___________________________________________________________________
 BV0775* NAD 83(1986)-  31 01 14.     (N)    088 58 38.     (W)     SCALED    
 BV0775* NAVD 88     -        91.812  (meters)     301.22   (feet)  ADJUSTED  
 BV0775  ___________________________________________________________________
 BV0775  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BV0775  DYNAMIC HT  -          91.695 (meters)     300.84  (feet)  COMP
 BV0775  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 BV0775
 BV0775  VERT ORDER  -  SECOND    CLASS 0
 BV0775
 BV0775.The horizontal coordinates were scaled from a topographic map and have
 BV0775.an estimated accuracy of +/- 6 seconds.
 BV0775
 BV0775.The orthometric height was determined by differential leveling
 BV0775.and adjusted in May 1996.
 BV0775
 BV0775.The geoid height was determined by GEOID03.
 BV0775
 BV0775.The dynamic height is computed by dividing the NAVD 88
 BV0775.geopotential number by the normal gravity value computed on the
 BV0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0775.degrees latitude (g = 980.6199 gals.).
 BV0775
 BV0775.The modeled gravity was interpolated from observed gravity values.
 BV0775
 BV0775;                    North         East    Units  Estimated Accuracy
 BV0775;SPC MS E     -   168,560.      286,260.      MT  (+/- 180 meters Scaled)
 BV0775
 BV0775                          SUPERSEDED SURVEY CONTROL
 BV0775
 BV0775  NGVD 29 (??/??/92)   91.792  (m)          301.15   (f) ADJ UNCH    2 0
 BV0775
 BV0775.Superseded values are not recommended for survey control.
 BV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0775.See file dsdata.txt to determine how the superseded data were derived.
 BV0775
 BV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV112335(NAD 83)
 BV0775_MARKER: DR = REFERENCE MARK DISK
 BV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0775_SP_SET: CONCRETE POST
 BV0775_STAMPING: BARBARA NO 2 1942
 BV0775_MARK LOGO: CGS   
 BV0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0775+STABILITY: SURFACE MOTION
 BV0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0775+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1986
 BV0775
 BV0775  HISTORY     - Date     Condition        Report By
 BV0775  HISTORY     - 1942     MONUMENTED       CGS
 BV0775  HISTORY     - 1958     GOOD             NGS
 BV0775  HISTORY     - 19861218 GOOD             MSHD
 BV0775
 BV0775                          STATION DESCRIPTION
 BV0775
 BV0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0775'14.05 MI S FROM NEW AUGUSTA.
 BV0775'LOCATED 12.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BV0775'IN NEW AUGUSTA, THENCE SOUTH AT A FORKS FOR 1.0 MILE TO A SIDE ROAD
 BV0775'LEADING EAST, KEEP STRAIGHT AHEAD FOR 0.25 MILE TO THE MARK ON THE
 BV0775'RIGHT.  IT IS 22 FEET WEST OF THE CENTER OF THE MAIN ROAD, 110 FEET
 BV0775'NORTH OF A WOODS ROAD LEADING WEST, 108.9 FEET NORTHWEST OF
 BV0775'TRIANGULATION STATION BARBARA 1942, 7 FEET SOUTHEAST OF A 12-INCH PINE
 BV0775'TREE AND 42 FEET SOUTHEAST OF A POWER POLE.  IT IS A STANDARD
 BV0775'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BV0775'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0775
 BV0775                          STATION RECOVERY (1986)
 BV0775
 BV0775'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV0775'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS.
 BV0775'MARK IS LOCATED 17.38 KM (10.80 MI) SOUTH OF BEAUMONT ON THE WEST SIDE
 BV0775'OF BENNDALE ROAD IN SECTION 27, T1N, R10W.  FROM THE POST OFFICE AT
 BV0775'BEAUMONT ON U.S. HIGHWAY 98, GO SOUTH ON BOLTON ROAD FOR 0.08 KM
 BV0775'(0.05 MI) TO JUNCTION OF EIGHT MILE ROAD ON RIGHT, TURN RIGHT AND GO
 BV0775'WEST FOR 0.32 M (1.0 FT) TO BEAUMONT BROOKLYN ROAD ON LEFT, TURN LEFT
 BV0775'AND GO SOUTHWEST ON BEAUMONT BROOKLYN ROAD FOR 12.55 KM (7.80 MI) TO
 BV0775'JUNCTION STATE HIGHWAY 29, TURN LEFT SOUTH AND GO 5.30 KM (3.30 MI) TO
 BV0775'A FORK, TAKE THE LEFT FORK AND GO 1.93 KM (1.20 MI) TO TOP OF HILL AND
 BV0775'MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BV0775'CONCRETE POST PROJECTING 0.21 M (0.7 FT) .  RECOVERED AS PREVIOUSLY
 BV0775'DESCRIBED EXCEPT NOW 7.00 M (23.0 FT) WEST OF THE CENTER OF PAVED ROAD
 BV0775'AND 0.30 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2333 ***********************************************************************
 BH2333  DESIGNATION -  BARGE
 BH2333  PID         -  BH2333
 BH2333  STATE/COUNTY-  MS/JACKSON
 BH2333  USGS QUAD   -  HORN ISLAND WEST (1982)
 BH2333
 BH2333                         *CURRENT SURVEY CONTROL
 BH2333  ___________________________________________________________________
 BH2333* NAD 83(1993)-  30 14 04.42278(N)    088 38 56.98249(W)     ADJUSTED  
 BH2333* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BH2333  ___________________________________________________________________
 BH2333  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BH2333  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH2333  HORZ ORDER  -  SECOND
 BH2333
 BH2333.The horizontal coordinates were established by classical geodetic methods
 BH2333.and adjusted by the National Geodetic Survey in May 1994.
 BH2333
 BH2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2333
 BH2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2333
 BH2333.The geoid height was determined by GEOID03.
 BH2333
 BH2333;                    North         East     Units Scale Factor Converg.
 BH2333;SPC MS E     -    81,436.619   317,727.216   MT  0.99995388   +0 05 33.9
 BH2333;SPC MS E     -   267,179.97  1,042,410.04   sFT  0.99995388   +0 05 33.9
 BH2333;UTM  16      - 3,345,927.391   341,306.670   MT  0.99991070   -0 49 50.1
 BH2333
 BH2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2333!SPC MS E     -   1.00000365  x   0.99995388  =   0.99995753
 BH2333!UTM  16      -   1.00000365  x   0.99991070  =   0.99991435
 BH2333
 BH2333:                Primary Azimuth Mark                     Grid Az
 BH2333:SPC MS E     -  ROUND ISLAND LIGHTHOUSE                  043 19 00.9
 BH2333:UTM  16      -  ROUND ISLAND LIGHTHOUSE                  044 14 24.9
 BH2333
 BH2333|---------------------------------------------------------------------|
 BH2333| PID    Reference Object                     Distance      Geod. Az  |
 BH2333|                                                           dddmmss.s |
 BH2333| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX. 8.8 KM 0432434.8 |
 BH2333| BH2280 ROUND IS S SPIT LT 2                APPROX. 4.9 KM 0620247.9 |
 BH2333| DD8329 BARGE RM 2                           26.043 METERS 16916     |
 BH2333| DD8328 BARGE RM 1                           16.937 METERS 26105     |
 BH2333|---------------------------------------------------------------------|
 BH2333
 BH2333                          SUPERSEDED SURVEY CONTROL
 BH2333
 BH2333  NAD 83(1993)-  30 14 04.43420(N)    088 38 56.97828(W) AD(       ) 2
 BH2333  NAD 83(1986)-  30 14 04.44554(N)    088 38 56.97168(W) AD(       ) 2
 BH2333  NAD 27      -  30 14 03.72274(N)    088 38 56.90010(W) AD(       ) 2
 BH2333  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG    3  
 BH2333
 BH2333.Superseded values are not recommended for survey control.
 BH2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2333.See file dsdata.txt to determine how the superseded data were derived.
 BH2333
 BH2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4130745927(NAD 83)
 BH2333_MARKER: DS = TRIANGULATION STATION DISK
 BH2333_SETTING: 0 = UNSPECIFIED SETTING
 BH2333
 BH2333  HISTORY     - Date     Condition        Report By
 BH2333  HISTORY     - 1970     MONUMENTED       NGS
 BH2333
 BH2333                          STATION DESCRIPTION
 BH2333
 BH2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2333'THE STATION IS LOCATED ON THE NORTH SIDE OF HORN ISLAND, ABOUT 10
 BH2333'MILES SOUTHWEST OF PASCAGOULA, 5-1/4 MILES WEST OF THE EAST END OF
 BH2333'THE ISLAND AND ON A HIGH SAND DUNE 1/4 MILE WEST-SOUTHWEST OF A
 BH2333'SUNKEN BARGE.
 BH2333'
 BH2333'THE STATION MARK IS A STANDARD DISK STAMPED BARGE 1970, CRIMPED
 BH2333'TO THE TOP OF A 5/8 INCH COPPER WELD ROD 24 FEET LONG.  IT IS
 BH2333'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 1 FOOT ABOVE
 BH2333'THE GROUND.  IT IS 140 FEET SOUTH OF THE HIGH TIDE MARK, 66 FEET
 BH2333'EAST OF A BLAZED 12-INCH PINE TREE AND 20 FEET WEST OF A
 BH2333'TRIANGULAR BLAZED PINE TREE.
 BH2333'
 BH2333'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARGE NO 1 1970,
 BH2333'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD 24 FEET LONG.  IT
 BH2333'IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 1 FOOT
 BH2333'ABOVE THE GROUND.  IT IS 175 FEET SOUTH OF THE HIGH TIDE MARK,
 BH2333'75 FEET WEST OF THE TRIANGULAR BLAZED TREE AND 9 FEET SOUTHEAST
 BH2333'OF THE BLAZED PINE TREE.
 BH2333'
 BH2333'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARGE NO 2 1970,
 BH2333'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD 24 FEET LONG.  IT
 BH2333'IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 1 FOOT ABOVE
 BH2333'THE GROUND.  IT IS 225 FEET SOUTH OF THE HIGH TIDE MARK, 108 FEET
 BH2333'SOUTH-SOUTHEAST OF THE BLAZED PINE TREE, 84 FEET SOUTH OF THE
 BH2333'TRIANGULAR BLAZED PINE TREE AND ABOUT 8 FEET LOWER THAN THE
 BH2333'STATION MARK.
 BH2333'
 BH2333'THE STATION WAS REACHED BY HELICOPTER.
 BH2333'
 BH2333'NO AZIMUTH MARK ESTABLISHED.
 BH2333'
 BH2333'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2745 ***********************************************************************
 EH2745  DESIGNATION -  BARKSDALE
 EH2745  PID         -  EH2745
 EH2745  STATE/COUNTY-  MS/QUITMAN
 EH2745  USGS QUAD   -  SABINO (1967)
 EH2745
 EH2745                         *CURRENT SURVEY CONTROL
 EH2745  ___________________________________________________________________
 EH2745* NAD 83(1993)-  34 14 35.37852(N)    090 23 19.97858(W)     ADJUSTED  
 EH2745* NAVD 88     -        50.08   (+/-2cm)     164.3    (feet)  VERTCON   
 EH2745  ___________________________________________________________________
 EH2745  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EH2745  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH2745  HORZ ORDER  -  THIRD
 EH2745  VERT ORDER  -  THIRD ? (See Below)
 EH2745
 EH2745.The horizontal coordinates were established by classical geodetic methods
 EH2745.and adjusted by the National Geodetic Survey in May 1994.
 EH2745
 EH2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2745.The vertical order pertains to the NGVD 29 superseded value.
 EH2745
 EH2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2745
 EH2745.The geoid height was determined by GEOID03.
 EH2745
 EH2745;                    North         East     Units Scale Factor Converg.
 EH2745;SPC MS W     -   525,919.764   694,882.986   MT  0.99995032   -0 01 52.5
 EH2745;SPC MS W     - 1,725,455.09  2,279,795.26   sFT  0.99995032   -0 01 52.5
 EH2745;UTM  15      - 3,792,202.300   740,472.522   MT  1.00031287   +1 28 12.0
 EH2745
 EH2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2745!SPC MS W     -   0.99999630  x   0.99995032  =   0.99994662
 EH2745!UTM  15      -   0.99999630  x   1.00031287  =   1.00030917
 EH2745
 EH2745:                Primary Azimuth Mark                     Grid Az
 EH2745:SPC MS W     -  BARKSDALE AZ MK                          066 04 53.6
 EH2745:UTM  15      -  BARKSDALE AZ MK                          064 34 49.1
 EH2745
 EH2745|---------------------------------------------------------------------|
 EH2745| PID    Reference Object                     Distance      Geod. Az  |
 EH2745|                                                           dddmmss.s |
 EH2745| AI3021 BARKSDALE AZ MK                                    0660301.1 |
 EH2745| AI3020 BARKSDALE RM 1                       61.496 METERS 07526     |
 EH2745| AI3022 BARKSDALE RM 2                       57.205 METERS 28252     |
 EH2745|---------------------------------------------------------------------|
 EH2745
 EH2745                          SUPERSEDED SURVEY CONTROL
 EH2745
 EH2745  NAD 83(1986)-  34 14 35.38939(N)    090 23 19.97826(W) AD(       ) 3
 EH2745  NAD 27      -  34 14 34.99300(N)    090 23 19.63600(W) AD(       ) 3
 EH2745  NGVD 29 (07/19/86)   50.12   (m)          164.4    (f) LEVELING    3  
 EH2745
 EH2745.Superseded values are not recommended for survey control.
 EH2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2745.See file dsdata.txt to determine how the superseded data were derived.
 EH2745
 EH2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4047392202(NAD 83)
 EH2745_MARKER: DS = TRIANGULATION STATION DISK
 EH2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2745_STAMPING: BARKSDALE 1956
 EH2745_MARK LOGO: CGS   
 EH2745_PROJECTION: RECESSED 10 CENTIMETERS
 EH2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2745+STABILITY: SURFACE MOTION
 EH2745
 EH2745  HISTORY     - Date     Condition        Report By
 EH2745  HISTORY     - 1956     MONUMENTED       CGS
 EH2745  HISTORY     - 19820621 GOOD             NGS
 EH2745
 EH2745                          STATION DESCRIPTION
 EH2745
 EH2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2745'THE STATION IS IN SECTION 3, T 27 N, R 2 W, ABOUT 11 MILES
 EH2745'EAST OF CLARKSDALE, 6-3/4 MILES WEST OF MARKS, ON THE SOUTH
 EH2745'RIGHT-OF-WAY OF STATE HIGHWAY 6 AND IN THE SOUTHWEST CORNER
 EH2745'OF A ROAD INTERSECTION FORMED BY A ROAD LEADING FROM BARKSDALE
 EH2745'TO BELEN.
 EH2745'
 EH2745'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 3,
 EH2745'AT THE NORTH SIDE OF MARKS, GO WEST ON STATE HIGHWAY 6 FOR
 EH2745'6.4 MILES TO THE T.O. HUDSON CASH STORE ON THE RIGHT AND
 EH2745'AZIMUTH MARK AT THE WEST SIDE OF STORE.  CONTINUE ON HIGHWAY
 EH2745'FOR 0.6 MILE TO CROSSROADS AND THE STATION.
 EH2745'
 EH2745'STATION MARKS, ARE STANDARD DISKS, STAMPED BARKSDALE 1956.
 EH2745'THE SURFACE STATION MARK DISK IS SET IN A ROUND CONCRETE POST
 EH2745'WHICH IS SET FLUSH WITH THE GROUND.  IT IS 115 FEET SOUTHWEST
 EH2745'OF THE CROSSROAD INTERSECTION, 65 FEET WEST OF CENTER OF
 EH2745'GRAVEL ROAD, AND 41 FEET SOUTH OF THE CENTER LINE OF HIGHWAY.
 EH2745'THE UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS
 EH2745'OF CONCRETE 32 INCHES BELOW GROUND.
 EH2745'
 EH2745'REFERENCE MARK 1, A STANDARD DISK, STAMPED BARKSDALE NO 1
 EH2745'1956, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 EH2745'IT IS 143 FEET EAST OF CENTER OF GRAVEL ROAD, 64 FEET SOUTH
 EH2745'OF THE CENTER LINE OF HIGHWAY, AND 1 FOOT WEST OF A TELEPHONE
 EH2745'POLE.
 EH2745'
 EH2745'REFERENCE MARK 2, A STANDARD DISK, STAMPED BARKSDALE NO 2
 EH2745'1956, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 EH2745'INCHES.  IT IS 64 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 EH2745'AND 2 FEET EAST OF A POWER LINE POLE.  A STANDARD WITNESS
 EH2745'POST WAS SET 1 FOOT EAST OF THE MARK.
 EH2745'
 EH2745'AZIMUTH MARK, A STANDARD DISK, STAMPED BARKSDALE 1956, IS SET
 EH2745'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 EH2745'130 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 98 FEET NORTHEAST
 EH2745'OF POWER LINE POLE, WITH TRANSFORMER, AND 2-1/2 FEET WEST
 EH2745'OF THE WEST SIDE OF HUDSONS CASH STORE.  A STANDARD WITNESS
 EH2745'POST WAS SET 1 FOOT NORTH OF THE MARK.
 EH2745'
 EH2745'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2745
 EH2745                          STATION RECOVERY (1982)
 EH2745
 EH2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EH2745'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 EH2745'CONDITION.  REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE FOUND
 EH2745'DESTROYED AND THE DISKS WERE RECLAIMED.  NO SUITABLE LOCATION FOR A
 EH2745'NEW AZIMUTH MARK WAS AVAILABLE, A NEW REFERENCE MARK NO 3 WAS
 EH2745'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 EH2745' 
 EH2745'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 6 IN THE NORTH EDGE
 EH2745'OF MARKS, GO WEST ON STATE HIGHWAY 6 FOR 7.0 MI (11.3 KM) TO A
 EH2745'CROSSROADS AND STATION IN SOUTHWEST ANGLE OF INTERSECTION.
 EH2745' 
 EH2745'STATION MARK IS A STANDARD CGS DISK, STAMPED--BARKSDALE 1956--, SET IN
 EH2745'TOP OF A ROUND CONCRETE POST, 4 INCHES BELOW SURFACE OF GROUND.  IT IS
 EH2745'67.21 M (220.50 FT) SOUTHWEST OF POWER POLE NO 112, 57.61 M (189.01
 EH2745'FT) SOUTHEAST OF POWER POLE NO 111, 28.65 M (94.00 FT) WEST OF
 EH2745'POWERLINE SUPPORT POLE WITH GUY WIRES, 17.37 M (56.99 FT) WEST OF THE
 EH2745'CENTER OF PAVED ROAD LEADING SOUTH,12.49 M SOUTH OF THE CENTER OF
 EH2745'HIGHWAY 6, 10.67 M (35.01 FT) NORTHWEST OF THE NORTH POST OF BARKSDALE
 EH2745'SIGN, 0.61 M (2.00 FT) EAST OF A METAL WITNESS POST AND SIGN.
 EH2745'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BARKSDALE 1956--,
 EH2745'SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT IS 19.81
 EH2745'M (64.99 FT) NORTH OF THE CENTER OF HIGHWAY 6, 0.46 M (1.51 FT) EAST
 EH2745'OF POWER POLE NO 111 AND 0.61 M (2.00 FT) WEST OF A METAL WITNESS POST
 EH2745'AND SIGN.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 EH2745'--BARKSDALE 1956 NO 3 1982--, SET IN TOP OF A ROUND CONCRETE POST,
 EH2745'FLUSH WITH THE GROUND. IT IS 18.59 M (60.99 FT) NORTH OF THE CENTER OF
 EH2745'HIGHWAY 6, 8.38 M (27.49 FT) EAST OF THE EAST END OF A CONCRETE PIPE
 EH2745'CULVERT UNDER GRAVEL ROAD, 1.07 M (3.51 FT) EAST SOUTHEAST OF POWER
 EH2745'POLE NO 112 AND 0.45 M (1.48 FT) WEST OF A METAL WITNESS POST AND
 EH2745'SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2342 ***********************************************************************
 BW2342  DESIGNATION -  BARLOW
 BW2342  PID         -  BW2342
 BW2342  STATE/COUNTY-  MS/COPIAH
 BW2342  USGS QUAD   -  SMYRNA (1963)
 BW2342
 BW2342                         *CURRENT SURVEY CONTROL
 BW2342  ___________________________________________________________________
 BW2342* NAD 83(1993)-  31 48 07.51637(N)    090 37 15.85791(W)     ADJUSTED  
 BW2342* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 BW2342  ___________________________________________________________________
 BW2342  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BW2342  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BW2342  HORZ ORDER  -  SECOND
 BW2342
 BW2342.The horizontal coordinates were established by classical geodetic methods
 BW2342.and adjusted by the National Geodetic Survey in May 1994.
 BW2342
 BW2342.The orthometric height was scaled from a topographic map.
 BW2342
 BW2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2342
 BW2342.The geoid height was determined by GEOID03.
 BW2342
 BW2342;                    North         East     Units Scale Factor Converg.
 BW2342;SPC MS W     -   255,240.950   672,753.773   MT  0.99995915   -0 09 05.9
 BW2342;SPC MS W     -   837,403.02  2,207,193.00   sFT  0.99995915   -0 09 05.9
 BW2342;UTM  15      - 3,520,963.736   725,212.807   MT  1.00022559   +1 15 15.1
 BW2342
 BW2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2342!SPC MS W     -   0.99998084  x   0.99995915  =   0.99993999
 BW2342!UTM  15      -   0.99998084  x   1.00022559  =   1.00020642
 BW2342
 BW2342|---------------------------------------------------------------------|
 BW2342| PID    Reference Object                     Distance      Geod. Az  |
 BW2342|                                                           dddmmss.s |
 BW2342| CY3354 BARLOW RM 2                          31.346 METERS 01709     |
 BW2342| CY3353 BARLOW RM 1                          39.803 METERS 14038     |
 BW2342| CY3355 BARLOW RM 3                          39.786 METERS 14040     |
 BW2342| CY3352 BARLOW AZ MK                                       1533738.8 |
 BW2342| BW2360 PLEASANT HILL LOOKOUT TOWER         APPROX.10.1 KM 2250417.6 |
 BW2342| BW2373 MCBRIDE                             APPROX.16.7 KM 2622615.6 |
 BW2342|---------------------------------------------------------------------|
 BW2342
 BW2342                          SUPERSEDED SURVEY CONTROL
 BW2342
 BW2342  NAD 83(1986)-  31 48 07.53107(N)    090 37 15.85429(W) AD(       ) 2
 BW2342  NAD 27      -  31 48 06.94500(N)    090 37 15.50000(W) AD(       ) 2
 BW2342
 BW2342.Superseded values are not recommended for survey control.
 BW2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2342.See file dsdata.txt to determine how the superseded data were derived.
 BW2342
 BW2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR2521320964(NAD 83)
 BW2342_MARKER: DS = TRIANGULATION STATION DISK
 BW2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2342
 BW2342  HISTORY     - Date     Condition        Report By
 BW2342  HISTORY     - 1948     MONUMENTED       CGS
 BW2342  HISTORY     - 1955     GOOD             CGS
 BW2342  HISTORY     - 1965     GOOD             MSHD
 BW2342  HISTORY     - 1966     GOOD             CGS
 BW2342
 BW2342                          STATION DESCRIPTION
 BW2342
 BW2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2342'THE STATION IS LOCATED ON A HIGH TIMBERED RIDGE, ABOUT 13-1/2
 BW2342'MILES WEST-SOUTHWEST OF HAZLEHURST, 2 MILES SOUTHEAST OF THE
 BW2342'BARLOW POST OFFICE, AND ON THE RIGHT-OF-WAY OF A COUNTY ROAD.
 BW2342'THE MARK IS 40 FEET SOUTHWEST OF A 2-FOOT OAK TREE, 35 FEET
 BW2342'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 35
 BW2342'FEET WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD THAT
 BW2342'CONNECTS THE TWO GRAVELED ROADS, AND 12 FEET SOUTH OF A
 BW2342'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 BW2342'STAMPED BARLOW 1948.
 BW2342'
 BW2342'REFERENCE MARK NO. 1 IS 130.59 FEET SOUTH-SOUTHEAST OF THE
 BW2342'STATION AND 44 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 BW2342'OF THE GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BW2342'IS STAMPED BARLOW NO 1 1948.
 BW2342'
 BW2342'REFERENCE MARK NO. 2 IS 102.84 FEET NORTH-NORTHEAST OF THE
 BW2342'STATION, 17 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 BW2342'GRAVEL ROAD, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 BW2342'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BARLOW 1948.
 BW2342'
 BW2342'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH-SOUTHEAST OF
 BW2342'THE STATION, 19 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 BW2342'THE GRAVEL ROAD, AND 2 FEET NORTH OF A WITNESS POST.  THE
 BW2342'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BARLOW 1948.
 BW2342'
 BW2342'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 BW2342'STATE HIGHWAY 20 IN HAZLEHURST, GO SOUTHWESTERLY ON THE LATTER
 BW2342'FOR 16.4 MILES TO A CROSSROAD, TURN RIGHT, NORTHERLY, AND GO
 BW2342'ON THE MAIN GRAVEL ROAD FOR 3.9 MILES TO THE AZIMUTH MARK
 BW2342'ON THE LEFT, CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 0.2
 BW2342'MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT, AND GO
 BW2342'EAST FOR FOR ABOUT 50 YARDS TO THE NORTH END OF A SMALL
 BW2342'TRIANGLE FORMED BY THE ROAD FORK AND THE STATION AS DESCRIBED.
 BW2342'
 BW2342'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2342
 BW2342                          STATION RECOVERY (1955)
 BW2342
 BW2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2342'THE STATION WAS VISITED 10-12-55 AND ALL MARKS WERE FOUND IN
 BW2342'GOOD CONDITION.  A CORRECTION TO REFERENCE MARK NO. 2 IS THAT
 BW2342'IT IS 17 FEET WEST, NOT NORTH, OF THE GRAVELED ROAD.  THE
 BW2342'AZIMUTH MARK IS ABOUT 100 FEET NORTH-NORTHWEST OF THE HIGHEST
 BW2342'POINT OF THE FIRST HILL SOUTHSOUTHEAST OF THE STATION.  A
 BW2342'CORRECTED TO REACH FOLLOWS--
 BW2342'
 BW2342'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST GO
 BW2342'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2342'STATE HIGHWAY 20, TURN RIGHT ON STATE HIGHWAY 20 AND GO
 BW2342'SOUTHWESTERLY FOR 15.65 MILE TO A CROSSROAD, TURN RIGHT AND GO
 BW2342'3.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.2
 BW2342'MILE TO THE STATION IN THE EAST END OF A TRIANGLE FORMED BY
 BW2342'ROADS.
 BW2342
 BW2342                          STATION RECOVERY (1965)
 BW2342
 BW2342'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2342'THE STATION WAS VISITED 12-1-65 AND THE STATION, R.M. 2, AND
 BW2342'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  R.M. 1 WAS NOT
 BW2342'FOUND.
 BW2342'
 BW2342'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2342'FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN
 BW2342'HAZLEHURST.  GO NORTH FOR 0.35 MILES TO HIGHWAY 28.  TURN
 BW2342'LEFT ON HIGHWAY 28 AND GO 0.95 MILES TO A CONCRETE BRIDGE
 BW2342'OVER HIGHWAY 55.  CONTINUE FOR 15.15 MILES TO AN INTERSECTION.
 BW2342'TURN ON A GRAVELED ROAD AND GO RIGHT 3.65 MILES TO THE AZIMUTH
 BW2342'ON THE LEFT.  CONTINUE FOR 0.15 MILES TO A FORK.  TAKE RIGHT
 BW2342'FORK AND GO APPROXIMATELY 100 FEET TO THE STATION ON THE LEFT.
 BW2342'
 BW2342'STATION DISK IS STAMPED BARLOW (1948) AND PROJECTS 5 INCHES.
 BW2342'IT IS 35 FEET WEST OF APPROXIMATE CENTER OF A DIRT ROAD, 35
 BW2342'FEET SOUTHEAST OF A APPROXIMATE CENTER OF A GRAVELED ROAD,
 BW2342'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 BW2342'
 BW2342'R.M. 2 IS 33 FEET SOUTHWEST OF A 16-INCH PINE, 21 FEET SOUTH
 BW2342'OF AN OLD WELL AND 17 FEET WEST OF APPROXIMATE CENTER OF A
 BW2342'GRAVELED ROAD, IS STAMPED BARLOW NO 2 (1948) AND PROJECTS
 BW2342'6 INCHES.
 BW2342'
 BW2342'AZIMUTH MARK IS 17 FEET NORTH OF A GRAVELED ROAD, 13 FEET
 BW2342'EAST OF A TRACK ROAD, 6 FEET NORTHEAST OF A 18-INCH PINE AND
 BW2342'1.5 FEET EAST OF A METAL WITNESS POST, IS STAMPED BARLOW
 BW2342'(1948) AND PROJECTS 6 INCHES.
 BW2342
 BW2342                          STATION RECOVERY (1966)
 BW2342
 BW2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2342'THE STATION WAS VISITED 10-13-66 AND THE STATION, AZIMUTH MARK
 BW2342'AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS
 BW2342'FOUND WITH THE TOP OF THE MARK SHEERED OFF AND THE DISK
 BW2342'DESTROYED.  A NEW DISK STAMPED R.M. NO. 3 WAS SET IN A NEW
 BW2342'DRILL HOLE IN THE REMAINING PORTION OF THE CONCRETE POST.
 BW2342'A NEW DESCRIPTION FOLLOWS--
 BW2342'
 BW2342'THE STATION IS LOCATED ABOUT 13.5 MILES WSW OF HAZELHURST, 2
 BW2342'MILES SE OF BARLOW POST OFFICE, ON A HIGH TIMBERED RIDGE AND
 BW2342'IN THE NE CORNER OF A TRIANGULE FORMED BY THE INTERSECTION OF
 BW2342'ROADS.  FT. SW OF A 2 FOOT OAK TREE, 35 FT. W OF THE CENTERLINE
 BW2342'OF A DIRT ROAD WHICH CONNECT THE TWO GRAVEL ROADS, 33 FT. SE
 BW2342'OF THE CENTERLINE OF A GRAVELED ROAD, 1.5 FT. W OF A METAL
 BW2342'WITNESS POST.  IT IS A STANDARD DISK STAMPED BARLOW 1948,
 BW2342'PROJECTING 4-INCHES.
 BW2342'
 BW2342'R.M. NO. 2 IS 102.84 FT. NNW OF STATION, 17 FT. NW OF GRAVELED
 BW2342'ROAD, 33 FT. SSW OF 12-INCH PINE TREE, 21 FT. S OF OLD WELL.
 BW2342'IT IS A STANDARD DISK STAMPED BARLOW NO 2 1948, PROJECTING
 BW2342'6-INCHES.
 BW2342'
 BW2342'R.M. NO. 3 IS 130.53 FT. SSE OF STATION, 48 FT. N OF THE
 BW2342'CENTERLINE OF GRAVELED ROAD AT SOUTHEAST POINT OF TRIANGLE
 BW2342'FORMED BY ROADS, 16 FT. W OF AN 18-INCH OAK TREE, 2 FT. NW OF
 BW2342'WITNESS POST.  IT IS A STANDARD DISK STAMPED BARLOW 1948 NO
 BW2342'3 1966, FLUSH WITH GROUND.
 BW2342'
 BW2342'THE AZIMUTH MARK IS LOCATED 0.2 MILE SSE OF STATION, 19 FT.
 BW2342'SW OF THE CENTERLINE OF GRAVELED ROAD, 13 FT. NE OF TRACK ROAD,
 BW2342'1.5 FT. NE OF METAL WITNESS POST.  IT IS A STANDARD DISK
 BW2342'STAMPED BARLOW 1948, PROJECTING 4-INCHES. AZI.
 BW2342'MARK IS OBSTRUCTED FROM THE STATION.
 BW2342'
 BW2342'TO REACH THE STATION FROM THE POST OFFICE IN HAZELHURST, GO
 BW2342'N ON U.S. HIGHWAY 51 FOR 0.85 MILES TO STATE HIGHWAY 28, TURN
 BW2342'LEFT AND GO SW ON STATE HIGHWAY 28 FOR 0.95 MILE TO OVERPASS
 BW2342'ON I-55, CONTINUE SW FOR 15.5 MILES TO A CROSSROAD, TURN
 BW2342'RIGHT AND GO N ON GRAVELED ROAD FOR 3.65 MILES TO AZIMUTH MARK
 BW2342'ON THE LEFT, CONTINUE FOR 0.2 MILE TO STATION ON THE RIGHT.
 BW2342'
 BW2342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 BW2342'SE OF BARLOW POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2405 ***********************************************************************
 BH2405  DESIGNATION -  BARN
 BH2405  PID         -  BH2405
 BH2405  STATE/COUNTY-  MS/HARRISON
 BH2405  USGS QUAD   -  BILOXI (1992)
 BH2405
 BH2405                         *CURRENT SURVEY CONTROL
 BH2405  ___________________________________________________________________
 BH2405* NAD 83(1993)-  30 24 44.37066(N)    088 52 46.69551(W)     ADJUSTED  
 BH2405* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2405  ___________________________________________________________________
 BH2405  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2405  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2405  HORZ ORDER  -  THIRD
 BH2405
 BH2405.The horizontal coordinates were established by classical geodetic methods
 BH2405.and adjusted by the National Geodetic Survey in May 1994.
 BH2405
 BH2405.The orthometric height was scaled from a topographic map.
 BH2405
 BH2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2405
 BH2405.The geoid height was determined by GEOID03.
 BH2405
 BH2405;                    North         East     Units Scale Factor Converg.
 BH2405;SPC MS E     -   101,128.666   295,551.077   MT  0.99995024   -0 01 24.4
 BH2405;SPC MS E     -   331,786.30    969,653.83   sFT  0.99995024   -0 01 24.4
 BH2405;UTM  16      - 3,365,975.278   319,451.515   MT  1.00000216   -0 57 06.4
 BH2405
 BH2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2405!SPC MS E     -   1.00000413  x   0.99995024  =   0.99995437
 BH2405!UTM  16      -   1.00000413  x   1.00000216  =   1.00000629
 BH2405
 BH2405:                Primary Azimuth Mark                     Grid Az
 BH2405:SPC MS E     -  FORT                                     062 40 27.0
 BH2405:UTM  16      -  FORT                                     063 36 09.0
 BH2405
 BH2405|---------------------------------------------------------------------|
 BH2405| PID    Reference Object                     Distance      Geod. Az  |
 BH2405|                                                           dddmmss.s |
 BH2405| BH2378 FORT                                APPROX. 2.8 KM 0623902.6 |
 BH2405| DD8330 BARN RM                               3.995 METERS 17636     |
 BH2405|---------------------------------------------------------------------|
 BH2405
 BH2405                          SUPERSEDED SURVEY CONTROL
 BH2405
 BH2405  NAD 83(1993)-  30 24 44.38563(N)    088 52 46.68513(W) AD(       ) 3
 BH2405  NAD 83(1986)-  30 24 44.39118(N)    088 52 46.68226(W) AD(       ) 3
 BH2405  NAD 27      -  30 24 43.68200(N)    088 52 46.56600(W) AD(       ) 3
 BH2405
 BH2405.Superseded values are not recommended for survey control.
 BH2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2405.See file dsdata.txt to determine how the superseded data were derived.
 BH2405
 BH2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1945265975(NAD 83)
 BH2405_MARKER: DS = TRIANGULATION STATION DISK
 BH2405_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2405_SP_SET: OBJECT IMBEDDED IN GROUND
 BH2405
 BH2405  HISTORY     - Date     Condition        Report By
 BH2405  HISTORY     - 1910     MONUMENTED       CGS
 BH2405  HISTORY     - 1935     MARK NOT FOUND   CGS
 BH2405  HISTORY     - 1950     MARK NOT FOUND   CGS
 BH2405
 BH2405                          STATION DESCRIPTION
 BH2405
 BH2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2405'ON THE S SIDE OF THE BACK BAY OF BILOXI, ON RHODES POINT DUE S OF THE
 BH2405'WESTERN PART OF BARNARDS ISLAND, ABOUT 1 METER N OF THE OLD
 BH2405'ABANDONED SAWMILL OPPOSITE THE CENTER OF THE E WING OF THE MAIN
 BH2405'BUILDING.  THE SURFACE MARK IS A STANDARD DISK STATION MARK
 BH2405'EMBEDDED IN A CORE OF CONCRETE ABOUT 2 FEET IN DIAMETER.  THE
 BH2405'UNDERGROUND MARK IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE 2-1/2
 BH2405'FEET BELOW THE SURFACE.  A REFERENCE MARK, A TRIANGLE WITH A HOLE AT
 BH2405'THE CENTER CHISELED INTO THE W FACE OF THE CONCRETE ENGINE BASE
 BH2405'UNDER THE E WING OF THE SAWMILL, IS 3.995 METERS FROM THE STATION
 BH2405'S 3 DEG 24 MIN E.
 BH2405
 BH2405                          STATION RECOVERY (1935)
 BH2405
 BH2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2405'LOST.  UNABLE TO FIND AFTER A THOROUGH SEARCH.  ACCORDING TO LOCAL
 BH2405'RESIDENTS IT DOES NOT NOW EXIST.
 BH2405
 BH2405                          STATION RECOVERY (1950)
 BH2405
 BH2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2405'STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH.  NONE OF THE
 BH2405'REFERENCE POINTS GIVEN IN THE DESCRIPTION STILL EXIST.  THE AREA IS
 BH2405'COVERED WITH HEAVY VEGETATION AND SCRAPS FROM THE BOATYARD.  A LOCAL
 BH2405'RESIDENT HAS LIVED NEAR THE SITE OF THE STATION SINCE 1915, HE
 BH2405'REMEMBERED SEEING THE STATION BUT DID NOT REMEMBER ITS EXACT LOCATION
 BH2405'AND DID NOT KNOW OF THE DESTRUCTION OF THE STATION.
 BH2405'
 BH2405'FURTHER SEARCH FOR THE STATION WOULD BE PRACTICAL ONLY BY
 BH2405'TRIANGULATION METHODS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0276 ***********************************************************************
 DJ0276  DESIGNATION -  BARNES
 DJ0276  PID         -  DJ0276
 DJ0276  STATE/COUNTY-  MS/LOWNDES
 DJ0276  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0276
 DJ0276                         *CURRENT SURVEY CONTROL
 DJ0276  ___________________________________________________________________
 DJ0276* NAD 83(1993)-  33 32 57.05675(N)    088 24 03.09528(W)     ADJUSTED  
 DJ0276* NAVD 88     -       102.129  (meters)     335.07   (feet)  ADJUSTED  
 DJ0276  ___________________________________________________________________
 DJ0276  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DJ0276  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0276  DYNAMIC HT  -         102.022 (meters)     334.72  (feet)  COMP
 DJ0276  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DJ0276
 DJ0276  HORZ ORDER  -  FIRST
 DJ0276  VERT ORDER  -  SECOND    CLASS 0
 DJ0276
 DJ0276.The horizontal coordinates were established by classical geodetic methods
 DJ0276.and adjusted by the National Geodetic Survey in May 1994.
 DJ0276
 DJ0276.The orthometric height was determined by differential leveling
 DJ0276.and adjusted in June 1991.
 DJ0276
 DJ0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0276
 DJ0276.The geoid height was determined by GEOID03.
 DJ0276
 DJ0276.The dynamic height is computed by dividing the NAVD 88
 DJ0276.geopotential number by the normal gravity value computed on the
 DJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0276.degrees latitude (g = 980.6199 gals.).
 DJ0276
 DJ0276.The modeled gravity was interpolated from observed gravity values.
 DJ0276
 DJ0276;                    North         East     Units Scale Factor Converg.
 DJ0276;SPC MS E     -   449,029.557   340,161.942   MT  0.99996988   +0 14 20.4
 DJ0276;SPC MS E     - 1,473,191.14  1,116,014.64   sFT  0.99996988   +0 14 20.4
 DJ0276;SPC AL W     -   393,881.366   516,341.411   MT  1.00001959   -0 29 52.4
 DJ0276;UTM  16      - 3,713,050.788   369,949.161   MT  0.99980851   -0 46 27.5
 DJ0276
 DJ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0276!SPC MS E     -   0.99998839  x   0.99996988  =   0.99995827
 DJ0276!SPC AL W     -   0.99998839  x   1.00001959  =   1.00000798
 DJ0276!UTM  16      -   0.99998839  x   0.99980851  =   0.99979691
 DJ0276
 DJ0276|---------------------------------------------------------------------|
 DJ0276| PID    Reference Object                     Distance      Geod. Az  |
 DJ0276|                                                           dddmmss.s |
 DJ0276| CF9372 BARNES RM 2                          35.131 METERS 03344     |
 DJ0276| DJ1805 COLUMBUS NEW MUN TANK               APPROX. 5.5 KM 2045345.9 |
 DJ0276| DJ1870 COLUMBUS RAD STA WCBI MAST          APPROX. 6.8 KM 2071337.1 |
 DJ0276| CF9370 BARNES AZ MK 2                                     2333426.0 |
 DJ0276| CF9369 BARNES AZ MK                                       2660623.0 |
 DJ0276| CF9371 BARNES RM 1                          55.955 METERS 28251     |
 DJ0276| DJ1804 COLUMBUS LOOKOUT TOWER              APPROX. 3.6 KM 2984904.6 |
 DJ0276| DJ1812 COLUMBUS AFB TANK BCN               APPROX.10.1 KM 3365145.8 |
 DJ0276|---------------------------------------------------------------------|
 DJ0276
 DJ0276                          SUPERSEDED SURVEY CONTROL
 DJ0276
 DJ0276  NAD 83(1993)-  33 32 57.06112(N)    088 24 03.09530(W) AD(       ) 1
 DJ0276  NAD 83(1986)-  33 32 57.06426(N)    088 24 03.09576(W) AD(       ) 1
 DJ0276  NAD 27      -  33 32 56.64000(N)    088 24 02.95400(W) AD(       ) 1
 DJ0276  NGVD 29 (??/??/92)  102.088  (m)          334.93   (f) ADJ UNCH    2 0
 DJ0276
 DJ0276.Superseded values are not recommended for survey control.
 DJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0276.See file dsdata.txt to determine how the superseded data were derived.
 DJ0276
 DJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6994913051(NAD 83)
 DJ0276_MARKER: DS = TRIANGULATION STATION DISK
 DJ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0276_STAMPING: BARNES 1939
 DJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0276+STABILITY: SURFACE MOTION
 DJ0276
 DJ0276  HISTORY     - Date     Condition        Report By
 DJ0276  HISTORY     - 1939     MONUMENTED       CGS
 DJ0276  HISTORY     - 1939     GOOD             CGS
 DJ0276  HISTORY     - 1944     GOOD             CGS
 DJ0276  HISTORY     - 1949     GOOD             CGS
 DJ0276  HISTORY     - 1960     MARK NOT FOUND   CGS
 DJ0276  HISTORY     - 1960     GOOD             CGS
 DJ0276  HISTORY     - 1963     GOOD             MSHD
 DJ0276  HISTORY     - 1974     GOOD             MSSU
 DJ0276  HISTORY     - 19810301 GOOD             MSSU
 DJ0276
 DJ0276                          STATION DESCRIPTION
 DJ0276
 DJ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ0276'IN THE NE 1/4 SEC. 34, T. 17 S., R. 18 E., ABOUT 4 MILES NORTH OF
 DJ0276'COLUMBUS, ON PROPERTY OF MR. BARNES, ABOUT 300 FEET SOUTH OF THE
 DJ0276'BARNES HOUSE, 37 FEET WEST OF THE EAST EDGE OF A CULTIVATED FIELD,
 DJ0276'SOUTH OF A SMALL APPLE TREE, AND IS ABOUT 18 INCHES BELOW THE
 DJ0276'SURFACE, STAMPED BARNES 1939.
 DJ0276'
 DJ0276'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DJ0276'HIGHWAY 12, GO NORTH ON STATE HIGHWAY 12 FOR 2.3 MILES TO A
 DJ0276'GRAVEL ROAD TO THE LEFT, TURN LEFT AND GO 0.4 MILE TO FORKS, TAKE
 DJ0276'LEFT FORK 1.5 MILES TO FARM DRIVEWAY, TURN RIGHT AND GO 0.05
 DJ0276'MILE TO MR. BARNES HOUSE AND STATION JUST SOUTH OF HOUSE IN
 DJ0276'CULTIVATED FIELD.
 DJ0276'
 DJ0276'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ0276'BRONZE DISKS SET IN CONCRETE.
 DJ0276'
 DJ0276'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION, 15 FEET SOUTH OF
 DJ0276'THE FARM DRIVEWAY, AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2
 DJ0276'IS NORTHEAST OF STATION, 48 FEET NORTHEAST OF NORTHEAST CORNER
 DJ0276'OF THE FIELD, 1 FOOT SOUTH OF A WIRE FENCE, AND PROJECTS 2 INCHES.
 DJ0276'
 DJ0276'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-NORTHWEST OF THE STATION, 5
 DJ0276'FEET SOUTHEAST OF THE CENTER OF A FARM ROAD, AND PROJECTS 10
 DJ0276'INCHES.
 DJ0276'
 DJ0276'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DJ0276
 DJ0276                          STATION RECOVERY (1939)
 DJ0276
 DJ0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DJ0276'4.2 MI NE FROM COLUMBUS.
 DJ0276'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF U. S.
 DJ0276'HIGHWAY 82 AT COLUMBUS, LOWNDES COUNTY, THENCE 1.9 MILES NORTH ALONG A
 DJ0276'GRAVEL ROAD.  IN THE N. E. 1/4 SEC. 34, T. 17 S., R. 18 W., ON THE
 DJ0276'BARNES PROPERTY, 300 FEET SOUTH OF THE HOUSE, 37 FEET WEST OF THE EAST
 DJ0276'EDGE OF A CULTIVATED FIELD, JUST SOUTH OF A SMALL APPLE TREE, AND
 DJ0276'ABOUT 18 INCHES UNDER GROUND.  A STANDARD TRIANGULATION-STATION DISK,
 DJ0276'STAMPED BARNES 1939 AND SET IN THE TOP OF A CONCRETE POST.
 DJ0276
 DJ0276                          STATION RECOVERY (1944)
 DJ0276
 DJ0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (GCM)
 DJ0276'STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE USED AS
 DJ0276'BENCH MARKS IN A SECOND-ORDER LEVEL LINE FROM NEAR COLUMBUS TO
 DJ0276'COLUMBUS ARMY AIR FIELD.
 DJ0276
 DJ0276                          STATION RECOVERY (1949)
 DJ0276
 DJ0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ0276'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DJ0276'1939.  THE AZIMUTH MARK WAS FOUND UPROOTED.  A NEW AZIMUTH MARK
 DJ0276'WAS ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 DJ0276'
 DJ0276'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF COLUMBUS, ON LAND
 DJ0276'OWNED BY A MR. BARNES, ABOUT 300 FEET SOUTH OF MR. BARNES HOUSE,
 DJ0276'37 FEET WEST OF THE EAST EDGE OF A CULTIVATED FIELD, AND 26
 DJ0276'FEET SOUTH OF A SMALL APPLE TREE.
 DJ0276'
 DJ0276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DJ0276'STATE HIGHWAY 12 IN COLUMBUS, GO NORTH ON THE LATTER FOR 2.3 MILES
 DJ0276'TO A GRAVEL ROAD ON THE LEFT, TURN LEFT, WEST, AND GO FOR 0.4
 DJ0276'MILE TO A FORK, BEAR LEFT, AND CONTINUE ON THE MAIN GRAVELED
 DJ0276'ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE LEFT, A FARM DRIVEWAY
 DJ0276'ON THE RIGHT, TURN RIGHT IN THE DRIVEWAY FOR 0.05 MILE TO MR.
 DJ0276'BARNES HOUSE AND STATION JUST SOUTH OF HOUSE IN CULTIVATED FIELD.
 DJ0276'
 DJ0276'TO REACH THE AZIMUTH MARK FROM MR. BARNES HOUSE, GO WEST FOR 0.05
 DJ0276'MILE TO THE MAIN GRAVELED ROAD, CROSS THE MAIN ROAD AND FOLLOW
 DJ0276'A NARROW DIRT ROAD (WEST) FOR 0.4 MILE TO AZIMUTH MARK ON THE
 DJ0276'LEFT AS DESCRIBED.
 DJ0276'
 DJ0276'THE STATION MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE
 DJ0276'GROUND, AND THE DISK IS STAMPED BARNES 1939.
 DJ0276'
 DJ0276'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE APPROXIMATE
 DJ0276'CENTERLINE OF A FARM DRIVEWAY, AND 3 FEET WEST OF A WITNESS
 DJ0276'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 DJ0276'BARNES NO 1 1939.
 DJ0276'
 DJ0276'REFERENCE MARK NO. 2 IS 10 FEET NORTHEAST OF A WIRE FENCE.  THE
 DJ0276'MARK IS 3 INCHES UNDER THE SURFACE OF THE GROUND, AND THE DISK
 DJ0276'IS STAMPED BARNES NO 2 1949.
 DJ0276'
 DJ0276'THE AZIMUTH MARK IS ABOUT 100 METERS SOUTH OF A FARM HOUSE, 5
 DJ0276'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A FARM LANE, AND 3
 DJ0276'FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 DJ0276'AND THE DISK IS STAMPED BARNES 1949.
 DJ0276'
 DJ0276'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ0276'DISKS SET IN CONCRETE.
 DJ0276'
 DJ0276'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 DJ0276
 DJ0276                          STATION RECOVERY (1960)
 DJ0276
 DJ0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ0276'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 DJ0276'THE STATION AND REFERENCE MARK NO. 2 WERE NOT RECOVERED.
 DJ0276'
 DJ0276'THE AREA HAS CHANGED SINCE THE LAST RECOVERY IN 1949. A HOUSE HAS
 DJ0276'BEEN BUILT ABOUT 100 FEET N. OF THE STATION SITE.  IT IS
 DJ0276'POSSIBLE THAT REFERENCE MARK NO. 2 WAS DESTROYED OR BURIED
 DJ0276'DURING THE CONSTRUCTION.  THE CULTIVATED FIELD AND THE SMALL APPLE
 DJ0276'TREE MENTIONED IN THE PREVIOUS DESCRIPTIONS NO LONGER REMAIN.
 DJ0276'ABOUT TWO HOURS WERE SPENT IN SEARCHING AND DIGGING FOR THE
 DJ0276'REFERENCE MARK AND THE STATION.
 DJ0276
 DJ0276                          STATION RECOVERY (1960)
 DJ0276
 DJ0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ0276'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 DJ0276'THE STATION IS NOW ON THE PROPERTY OF MR. O. D. QUIN.
 DJ0276'DUE TO ROAD CONSTRUCTION A NEW DESCRIPTION FOLLOWS.
 DJ0276'
 DJ0276'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF COLUMBUS.
 DJ0276'
 DJ0276'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 82 AND
 DJ0276'STATE HIGHWAY 12 IN COLUMBUS, GO NORTH ON STATE HIGHWAY 12 FOR
 DJ0276'2.4 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTHWEST, FOR
 DJ0276'0.4 MILE TO A FORK, TAKE THE LEFT FORK, NORTHERLY, FOR 0.9
 DJ0276'MILE TO A SIDE ROAD ON THE RIGHT AND A FRAME HOUSE ON THE LEFT,
 DJ0276'CONTINUE STRAIGHT AHEAD, NORTH FOR 0.1 MILE TO A FORK, AND THE
 DJ0276'END OF THE BLACK TOP ROAD, CONTINUE STRAIGHT AHEAD, NORTH, FOR
 DJ0276'0.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT, EAST, FOR
 DJ0276'0.05 MILE TO MR. QUINS HOME AND THE STATION.
 DJ0276'
 DJ0276'STATION MARK IS 78 FEET SOUTH OF THE SOUTHWEST CORNER OF MR.
 DJ0276'QUINS HOUSE, 46 FEET SOUTHWEST OF A POWERLINE POLE, 49 FEET
 DJ0276'NORTH OF THE MOST NORTHERN POLE OF A T.V. MAST, 27 FEET SOUTH OF
 DJ0276'THE PROPERTY LINE AND 14 FEET EAST OF THE CENTER OF A TRACK ROAD.
 DJ0276'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET 16 INCHES
 DJ0276'BELOW THE SURFACE AND IS STAMPED BARNES 1939.
 DJ0276'
 DJ0276'REFERENCE MARK NO. 1 IS 71 FEET EAST OF THE CENTER OF THE GRAVELED
 DJ0276'ROAD, 44 FEET NORTHEAST OF THE CENTER OF TWO DRIVEWAYS AND
 DJ0276'22 FEET NORTH OF THE CENTER OF A DRIVEWAY.  THE MARK IS A STANDARD
 DJ0276'DISK SET IN A CONCRETE POST, PROJECTS 6 INCHES AND IS STAMPED
 DJ0276'BARNES NO 1 1939.
 DJ0276'
 DJ0276'REFERENCE MARK NO. 2 IS 70 FEET SOUTHEAST OF THE NORTHEAST CORNER
 DJ0276'OF THE HOUSE AND 62 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DJ0276'HOUSE.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST,
 DJ0276'PROJECTS 2 INCHES, AND IS STAMPED BARNES NO 2 1939.
 DJ0276'
 DJ0276'AZIMUTH MARK IS IN THE WESTERN EDGE OF A GARDEN, 201 FEET SOUTH
 DJ0276'OF THE SOUTH SIDE OF A FARM HOUSE AND 40 FEET EAST OF THE EAST SIDE
 DJ0276'OF A FARM BUILDING.  THE MARK IS A STANDARD DISK SET IN A
 DJ0276'CONCRETE POST, PROJECTS 5 INCHES, AND IS STAMPED BARNES 1949.
 DJ0276'
 DJ0276'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST TO THE MAIN
 DJ0276'GRAVELED ROAD, CONTINUE STRAIGHT AHEAD, WEST, ON TRACK ROAD FOR
 DJ0276'0.4 MILE TO THE MARK ON THE LEFT.
 DJ0276'
 DJ0276'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DJ0276
 DJ0276                          STATION RECOVERY (1963)
 DJ0276
 DJ0276'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0276'THE STATION WAS VISITED 3-15-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ0276'CONDITION.  THE 1949 TO REACH IS ADEQUATE WITH THE EXCEPTION THAT
 DJ0276'THE GRAVEL ROAD IS NOW BLACKTOP.
 DJ0276'
 DJ0276'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DRIVEWAY
 DJ0276'FOR 300 FEET TO THE BLACKTOP ROAD, TURN RIGHT, NORTH, AND GO
 DJ0276'ABOUT 200 FEET TO A SIDE ROAD LEFT, TURN LEFT, WEST AND GO 0.25
 DJ0276'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, SOUTHWEST PASSING
 DJ0276'A HOUSE ON THE RIGHT AND THE AZIMUTH MARK IS 200 FEET SOUTH OF
 DJ0276'THE HOUSE AS DESCRIBED.  THE STATION DISK IS STAMPED BARNES 1939
 DJ0276'AND IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 79 FEET
 DJ0276'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 49.5 FEET NORTHEAST
 DJ0276'OF THE MOST NORTHERN ONE OF A ROW OF FOUR LARGE POLES, 46 FEET
 DJ0276'WEST OF A POWER LINE POLE, 13 FEET EAST OF THE CENTER OF A
 DJ0276'TRACK ROAD.
 DJ0276'
 DJ0276'RM 1 IS 95 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 22 FEET
 DJ0276'NORTH OF THE CENTER OF A DRIVEWAY, 15 FEET SOUTH OF THE CENTER OF
 DJ0276'A DRIVEWAY, IS STAMPED BARNES NO 1 1939 AND PROJECTS 8 INCHES.
 DJ0276'
 DJ0276'RM 2 IS 61 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 47.5
 DJ0276'FEET NORTH OF A 24 - INCH WHITE OAK TREE 20 FEET SOUTH OF A 12-INCH
 DJ0276'PINE TREE, IS STAMPED BARNES NO 2 1939 AND IS FLUSH.
 DJ0276'
 DJ0276'AZIMUTH MARK IS 201 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DJ0276'HOUSE, 46 FEET SOUTHEAST OF A 12-INCH OAK TREE WITH TRIANGLE
 DJ0276'BLAZE, 27.5 FEET NORTHEAST OF A 14-INCH OAK TREE WITH TRIANGLE
 DJ0276'BLAZE, 23 FEET EAST OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZE,
 DJ0276'IS STAMPED BARNES 1949 AND PROJECTS 5 INCHES.
 DJ0276
 DJ0276                          STATION RECOVERY (1974)
 DJ0276
 DJ0276'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (GS)
 DJ0276'BARNES 1939 RECOVERED GOOD.
 DJ0276'
 DJ0276'BARNES NO 1 1939 RECOVERED GOOD.
 DJ0276'
 DJ0276'BARNES NO 2 1939 NOT FOUND.
 DJ0276'
 DJ0276'BARNES 1949 (AZ MK) RECOVERED GOOD.
 DJ0276
 DJ0276                          STATION RECOVERY (1981)
 DJ0276
 DJ0276'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8569 ***********************************************************************
 DJ8569  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8569  DESIGNATION -  BARNES
 DJ8569  PID         -  DJ8569
 DJ8569  STATE/COUNTY-  MS/ISSAQUENA
 DJ8569  USGS QUAD   -  FITLER (1994)
 DJ8569
 DJ8569                         *CURRENT SURVEY CONTROL
 DJ8569  ___________________________________________________________________
 DJ8569* NAD 83(2007)-  32 44 58.32978(N)    091 02 32.16943(W)     ADJUSTED  
 DJ8569* NAVD 88     -        29.38   (meters)      96.4    (feet)  GPS OBS   
 DJ8569  ___________________________________________________________________
 DJ8569  EPOCH DATE  -        2002.00
 DJ8569  X           -     -97,672.348 (meters)                     COMP
 DJ8569  Y           -  -5,368,666.295 (meters)                     COMP
 DJ8569  Z           -   3,430,631.453 (meters)                     COMP
 DJ8569  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DJ8569  ELLIP HEIGHT-           2.894 (meters)          (02/15/08) ADJUSTED
 DJ8569  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DJ8569  HORZ ORDER  -  B
 DJ8569  ELLP ORDER  -  FOURTH    CLASS II
 DJ8569
 DJ8569.The horizontal coordinates were established by GPS observations
 DJ8569.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8569
 DJ8569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8569.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8569.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8569.The epoch date for horizontal control is a decimal equivalence
 DJ8569.of Year/Month/Day.
 DJ8569
 DJ8569.The orthometric height was determined by GPS observations and a
 DJ8569.high-resolution geoid model.
 DJ8569.The orthometric height was determined by GPS observations and a
 DJ8569.high-resolution geoid model using precise GPS observation and
 DJ8569.processing techniques.
 DJ8569
 DJ8569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8569
 DJ8569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8569
 DJ8569.The ellipsoidal height was determined by GPS observations
 DJ8569.and is referenced to NAD 83.
 DJ8569
 DJ8569.The geoid height was determined by GEOID03.
 DJ8569
 DJ8569;                    North         East     Units Scale Factor Converg.
 DJ8569;SPC MS W     -   360,486.096   633,563.712   MT  1.00000440   -0 23 00.7
 DJ8569;SPC MS W     - 1,182,694.80  2,078,616.95   sFT  1.00000440   -0 23 00.7
 DJ8569;UTM  15      - 3,625,216.570   683,412.938   MT  1.00001482   +1 03 33.7
 DJ8569
 DJ8569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8569!SPC MS W     -   0.99999955  x   1.00000440  =   1.00000395
 DJ8569!UTM  15      -   0.99999955  x   1.00001482  =   1.00001437
 DJ8569
 DJ8569                          SUPERSEDED SURVEY CONTROL
 DJ8569
 DJ8569.No superseded survey control is available for this station.
 DJ8569
 DJ8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8341325217(NAD 83)
 DJ8569_MARKER: DD = SURVEY DISK
 DJ8569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ8569_SP_SET: BRASS CAP SET FLUSH WITH CONCRET
 DJ8569_STAMPING: BARNES
 DJ8569_MARK LOGO: USACE 
 DJ8569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8569+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 DJ8569
 DJ8569  HISTORY     - Date     Condition        Report By
 DJ8569  HISTORY     - 20060923 MONUMENTED       USACE
 DJ8569
 DJ8569                          STATION DESCRIPTION
 DJ8569
 DJ8569'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2006
 DJ8569'BM BARNES IS A BRASS CAP SET FLUSH WITH CONCRETE IN CENTER OF 5'X6'
 DJ8569'CONCRETE HEADWALL BOX CULVERT LOCATED ON EAST SIDE US HIGHWAY 1.  TO
 DJ8569'REACH STATION FROM CURVE IN FITLER, MS DRIVE NORTH ON HWY 1. 1.7 MILES
 DJ8569'TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0279 ***********************************************************************
 DJ0279  DESIGNATION -  BARNES AZ MK
 DJ0279  PID         -  DJ0279
 DJ0279  STATE/COUNTY-  MS/LOWNDES
 DJ0279  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0279
 DJ0279                         *CURRENT SURVEY CONTROL
 DJ0279  ___________________________________________________________________
 DJ0279* NAD 83(1986)-  33 32 55.     (N)    088 24 14.     (W)     SCALED    
 DJ0279* NAVD 88     -        92.947  (meters)     304.94   (feet)  ADJUSTED  
 DJ0279  ___________________________________________________________________
 DJ0279  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0279  DYNAMIC HT  -          92.849 (meters)     304.62  (feet)  COMP
 DJ0279  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DJ0279
 DJ0279  VERT ORDER  -  SECOND    CLASS 0
 DJ0279
 DJ0279.The horizontal coordinates were scaled from a topographic map and have
 DJ0279.an estimated accuracy of +/- 6 seconds.
 DJ0279
 DJ0279.The orthometric height was determined by differential leveling
 DJ0279.and adjusted in June 1991.
 DJ0279
 DJ0279.The geoid height was determined by GEOID03.
 DJ0279
 DJ0279.The dynamic height is computed by dividing the NAVD 88
 DJ0279.geopotential number by the normal gravity value computed on the
 DJ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0279.degrees latitude (g = 980.6199 gals.).
 DJ0279
 DJ0279.The modeled gravity was interpolated from observed gravity values.
 DJ0279
 DJ0279;                    North         East    Units  Estimated Accuracy
 DJ0279;SPC MS E     -   448,970.      339,880.      MT  (+/- 180 meters Scaled)
 DJ0279
 DJ0279                          SUPERSEDED SURVEY CONTROL
 DJ0279
 DJ0279  NGVD 29 (??/??/92)   92.906  (m)          304.81   (f) ADJ UNCH    2 0
 DJ0279
 DJ0279.Superseded values are not recommended for survey control.
 DJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0279.See file dsdata.txt to determine how the superseded data were derived.
 DJ0279
 DJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC696129(NAD 83)
 DJ0279_MARKER: DZ = AZIMUTH MARK DISK
 DJ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0279_STAMPING: BARNES 1939
 DJ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0279+STABILITY: SURFACE MOTION
 DJ0279
 DJ0279  HISTORY     - Date     Condition        Report By
 DJ0279  HISTORY     - 1939     MONUMENTED       CGS
 DJ0279  HISTORY     - 19810301 GOOD             MSSU
 DJ0279
 DJ0279                          STATION DESCRIPTION
 DJ0279
 DJ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DJ0279'4.4 MI NE FROM COLUMBUS.
 DJ0279'0.2 MILE WEST-NORTHWEST ALONG A SMALL FARM ROAD FROM TRIANGULATION
 DJ0279'STATION BARNES, DESCRIBED ABOVE, AND 5 FEET SOUTHEAST OF THE CENTER
 DJ0279'LINE OF THE FARM ROAD.  A STANDARD AZIMUTH-MARK DISK, STAMPED BARNES
 DJ0279'1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 DJ0279'GROUND.
 DJ0279
 DJ0279                          STATION RECOVERY (1981)
 DJ0279
 DJ0279'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0277 ***********************************************************************
 DJ0277  DESIGNATION -  BARNES RM 1
 DJ0277  PID         -  DJ0277
 DJ0277  STATE/COUNTY-  MS/LOWNDES
 DJ0277  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0277
 DJ0277                         *CURRENT SURVEY CONTROL
 DJ0277  ___________________________________________________________________
 DJ0277* NAD 83(1986)-  33 32 56.     (N)    088 24 02.     (W)     SCALED    
 DJ0277* NAVD 88     -       100.180  (meters)     328.67   (feet)  ADJUSTED  
 DJ0277  ___________________________________________________________________
 DJ0277  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0277  DYNAMIC HT  -         100.075 (meters)     328.33  (feet)  COMP
 DJ0277  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DJ0277
 DJ0277  VERT ORDER  -  SECOND    CLASS 0
 DJ0277
 DJ0277.The horizontal coordinates were scaled from a topographic map and have
 DJ0277.an estimated accuracy of +/- 6 seconds.
 DJ0277
 DJ0277.The orthometric height was determined by differential leveling
 DJ0277.and adjusted in June 1991.
 DJ0277
 DJ0277.The geoid height was determined by GEOID03.
 DJ0277
 DJ0277.The dynamic height is computed by dividing the NAVD 88
 DJ0277.geopotential number by the normal gravity value computed on the
 DJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0277.degrees latitude (g = 980.6199 gals.).
 DJ0277
 DJ0277.The modeled gravity was interpolated from observed gravity values.
 DJ0277
 DJ0277;                    North         East    Units  Estimated Accuracy
 DJ0277;SPC MS E     -   449,000.      340,190.      MT  (+/- 180 meters Scaled)
 DJ0277
 DJ0277                          SUPERSEDED SURVEY CONTROL
 DJ0277
 DJ0277  NGVD 29 (??/??/92)  100.140  (m)          328.54   (f) ADJ UNCH    2 0
 DJ0277
 DJ0277.Superseded values are not recommended for survey control.
 DJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0277.See file dsdata.txt to determine how the superseded data were derived.
 DJ0277
 DJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC699130(NAD 83)
 DJ0277_MARKER: DR = REFERENCE MARK DISK
 DJ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0277_STAMPING: BARNES NO. 1 1939
 DJ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0277+STABILITY: SURFACE MOTION
 DJ0277
 DJ0277  HISTORY     - Date     Condition        Report By
 DJ0277  HISTORY     - 1939     MONUMENTED       CGS
 DJ0277  HISTORY     - 19810301 GOOD             MSSU
 DJ0277
 DJ0277                          STATION DESCRIPTION
 DJ0277
 DJ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DJ0277'4.2 MI NE FROM COLUMBUS.
 DJ0277'184 FEET NORTHWEST OF TRIANGULATION STATION BARNES, DESCRIBED ABOVE,
 DJ0277'AND 15 FEET SOUTH OF A FARM DRIVEWAY.  A STANDARD REFERENCE-MARK DISK,
 DJ0277'STAMPED BARNES NO. 1 1939 AND SET IN THE TOP OF A CONCRETE POST
 DJ0277'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 DJ0277
 DJ0277                          STATION RECOVERY (1981)
 DJ0277
 DJ0277'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0278 ***********************************************************************
 DJ0278  DESIGNATION -  BARNES RM 2
 DJ0278  PID         -  DJ0278
 DJ0278  STATE/COUNTY-  MS/LOWNDES
 DJ0278  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0278
 DJ0278                         *CURRENT SURVEY CONTROL
 DJ0278  ___________________________________________________________________
 DJ0278* NAD 83(1986)-  33 32 56.     (N)    088 24 02.     (W)     SCALED    
 DJ0278* NAVD 88     -       101.371  (meters)     332.58   (feet)  ADJUSTED  
 DJ0278  ___________________________________________________________________
 DJ0278  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0278  DYNAMIC HT  -         101.265 (meters)     332.23  (feet)  COMP
 DJ0278  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DJ0278
 DJ0278  VERT ORDER  -  SECOND    CLASS 0
 DJ0278
 DJ0278.The horizontal coordinates were scaled from a topographic map and have
 DJ0278.an estimated accuracy of +/- 6 seconds.
 DJ0278
 DJ0278.The orthometric height was determined by differential leveling
 DJ0278.and adjusted in June 1991.
 DJ0278
 DJ0278.The geoid height was determined by GEOID03.
 DJ0278
 DJ0278.The dynamic height is computed by dividing the NAVD 88
 DJ0278.geopotential number by the normal gravity value computed on the
 DJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0278.degrees latitude (g = 980.6199 gals.).
 DJ0278
 DJ0278.The modeled gravity was interpolated from observed gravity values.
 DJ0278
 DJ0278;                    North         East    Units  Estimated Accuracy
 DJ0278;SPC MS E     -   449,000.      340,190.      MT  (+/- 180 meters Scaled)
 DJ0278
 DJ0278                          SUPERSEDED SURVEY CONTROL
 DJ0278
 DJ0278  NGVD 29 (??/??/92)  101.331  (m)          332.45   (f) ADJ UNCH    2 0
 DJ0278
 DJ0278.Superseded values are not recommended for survey control.
 DJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0278.See file dsdata.txt to determine how the superseded data were derived.
 DJ0278
 DJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC699130(NAD 83)
 DJ0278_MARKER: DR = REFERENCE MARK DISK
 DJ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0278_STAMPING: BARNES NO. 2 1939
 DJ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0278+STABILITY: SURFACE MOTION
 DJ0278
 DJ0278  HISTORY     - Date     Condition        Report By
 DJ0278  HISTORY     - 1939     MONUMENTED       CGS
 DJ0278  HISTORY     - 19810301 GOOD             MSSU
 DJ0278
 DJ0278                          STATION DESCRIPTION
 DJ0278
 DJ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DJ0278'4.2 MI NE FROM COLUMBUS.
 DJ0278'115 FEET NORTHEAST OF TRIANGULATION STATION BARNES, DESCRIBED ABOVE,
 DJ0278'48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FIELD, AND 1 FOOT SOUTH
 DJ0278'OF A WIRE FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED BARNES NO. 2
 DJ0278'1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 DJ0278'GROUND.
 DJ0278
 DJ0278                          STATION RECOVERY (1981)
 DJ0278
 DJ0278'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1919 ***********************************************************************
 DJ1919  DESIGNATION -  BARR
 DJ1919  PID         -  DJ1919
 DJ1919  STATE/COUNTY-  MS/CLAY
 DJ1919  USGS QUAD   -  SPARTA (1987)
 DJ1919
 DJ1919                         *CURRENT SURVEY CONTROL
 DJ1919  ___________________________________________________________________
 DJ1919* NAD 83(1993)-  33 45 10.37308(N)    088 52 40.69055(W)     ADJUSTED  
 DJ1919* NAVD 88     -       161.55   (+/-2cm)     530.0    (feet)  VERTCON   
 DJ1919  ___________________________________________________________________
 DJ1919  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DJ1919  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1919  HORZ ORDER  -  FIRST
 DJ1919  VERT ORDER  -  THIRD ? (See Below)
 DJ1919
 DJ1919.The horizontal coordinates were established by classical geodetic methods
 DJ1919.and adjusted by the National Geodetic Survey in May 1994.
 DJ1919
 DJ1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1919.The vertical order pertains to the NGVD 29 superseded value.
 DJ1919
 DJ1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1919
 DJ1919.The geoid height was determined by GEOID03.
 DJ1919
 DJ1919;                    North         East     Units Scale Factor Converg.
 DJ1919;SPC MS E     -   471,539.050   295,864.592   MT  0.99995021   -0 01 29.3
 DJ1919;SPC MS E     - 1,547,041.03    970,682.42   sFT  0.99995021   -0 01 29.3
 DJ1919;UTM  16      - 3,736,340.666   326,060.981   MT  0.99997299   -1 02 37.3
 DJ1919
 DJ1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1919!SPC MS E     -   0.99997899  x   0.99995021  =   0.99992920
 DJ1919!UTM  16      -   0.99997899  x   0.99997299  =   0.99995198
 DJ1919
 DJ1919|---------------------------------------------------------------------|
 DJ1919| PID    Reference Object                     Distance      Geod. Az  |
 DJ1919|                                                           dddmmss.s |
 DJ1919| CF9376 BARR RM 1                            20.769 METERS 06114     |
 DJ1919| CF9377 BARR RM 2                            31.571 METERS 14143     |
 DJ1919| DJ1918 LYON                                APPROX.17.6 KM 1693637.7 |
 DJ1919| DJ1922 CLAY LOT                             13.640 METERS 17107     |
 DJ1919| DJ1921 BARR 1935 RM 3 1970                  15.121 METERS 26814     |
 DJ1919| CF9375 BARR AZ MK                                         3093047.8 |
 DJ1919|---------------------------------------------------------------------|
 DJ1919
 DJ1919                          SUPERSEDED SURVEY CONTROL
 DJ1919
 DJ1919  NAD 83(1993)-  33 45 10.38298(N)    088 52 40.68662(W) AD(       ) 1
 DJ1919  NAD 83(1986)-  33 45 10.38359(N)    088 52 40.68732(W) AD(       ) 1
 DJ1919  NAD 27      -  33 45 09.96200(N)    088 52 40.49200(W) AD(       ) 1
 DJ1919  NGVD 29 (07/19/86)  161.49   (m)          529.8    (f) LEVELING    3  
 DJ1919
 DJ1919.Superseded values are not recommended for survey control.
 DJ1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1919.See file dsdata.txt to determine how the superseded data were derived.
 DJ1919
 DJ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2606136341(NAD 83)
 DJ1919_MARKER: DS = TRIANGULATION STATION DISK
 DJ1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1919
 DJ1919  HISTORY     - Date     Condition        Report By
 DJ1919  HISTORY     - 1935     MONUMENTED       CGS
 DJ1919  HISTORY     - 1962     GOOD             MSHD
 DJ1919  HISTORY     - 1970     GOOD             NGS
 DJ1919  HISTORY     - 1976     GOOD             LOCENG
 DJ1919  HISTORY     - 1980     GOOD             MSHD
 DJ1919  HISTORY     - 1980     GOOD             MSSU
 DJ1919
 DJ1919                          STATION DESCRIPTION
 DJ1919
 DJ1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1919'ABOUT 5 MILES NORTHEAST OF MONTPELIER, 3 MILES EAST OF THE
 DJ1919'CLAY-CHICKASAW COUNTY LINE ON THE HIGHEST PART OF A TIMBERED
 DJ1919'HILL LOCALLY KNOWN AS BARR HILL ON PROPERTY BELONGING TO
 DJ1919'J.K. DEXTER, 31.85 FEET SOUTH-SOUTHWEST OF 8-INCH
 DJ1919'TRIANGULAR-BLAZED OAK, AND 23.32 FEET NORTH OF 18-INCH
 DJ1919'TRIANGULAR-BLAZED OAK.
 DJ1919'
 DJ1919'TO REACH FROM MONTPELIER, GO NORTH ON MAIN ROAD THROUGH VILLAGE
 DJ1919'FOR 0.55 MILE TO CROSS ROAD AND SCHOOLHOUSE ON RIGHT.  TURN RIGHT
 DJ1919'AND GO 2.7 MILE TO T-ROAD, TURN RIGHT AND GO 0.45 MILE TO T-ROAD
 DJ1919'RIGHT, KEEP STRAIGHT AHEAD TO ROAD FORK, TAKE LEFT FORK FOR
 DJ1919'0.85 MILE TO A SECOND FORK, TAKE RIGHT FORK FOR 1.25 MILES TO
 DJ1919'CREST OF RIDGE, TURN RIGHT UP HILL FOR ABOUT 100 YARDS TO
 DJ1919'STATION.
 DJ1919'
 DJ1919'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DJ1919'BRONZE DISKS SET IN CONCRETE.
 DJ1919'
 DJ1919'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 15 FEET
 DJ1919'SOUTHWEST OF 8-INCH OAK, 10 FEET SOUTH OF 4-INCH OAK, AND ON
 DJ1919'EASTERN SLOPE OF HILL.
 DJ1919'
 DJ1919'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, 10 FEET
 DJ1919'EAST OF 15-INCH OAK AND ON EASTERN SLOPE OF HILL.
 DJ1919'
 DJ1919'AZIMUTH MARK IS NORTHWEST OF STATION, 27 FEET NORTH-NORTHWEST OF
 DJ1919'CENTERLINE OF ROAD, 18 FEET SOUTH-SOUTHEAST OF 6-INCH OAK, AND
 DJ1919'21 FEET WEST-NORTHWEST OF 4-INCH OAK.
 DJ1919'
 DJ1919'A 77-FOOT TOWER REQUIRED.
 DJ1919'
 DJ1919'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DJ1919
 DJ1919                          STATION RECOVERY (1962)
 DJ1919
 DJ1919'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 DJ1919'THE STATION WAS VISITED DECEMBER 14, 1962 AND THE STATION, R.M. 1
 DJ1919'AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE 1935 TO REACH
 DJ1919'IS ADEQUATE.
 DJ1919'
 DJ1919'TO REACH FROM MONTPELIER, GO NORTH ON MAIN ROAD THROUGH VILLAGE
 DJ1919'FOR 0.55 MILE TO CROSS ROAD AND SCHOOLHOUSE ON RIGHT.  TURN RIGHT
 DJ1919'AND GO 2.7 MILES TO T-ROAD, TURN RIGHT AND GO 0.45 MILE TO T-ROAD
 DJ1919'RIGHT, KEEP STRAIGHT AHEAD TO ROAD FORK, TAKE LEFT FORK FOR 0.85
 DJ1919'MILE TO A SECOND FORK, TAKE RIGHT FORK FOR 1.25 MILES TO
 DJ1919'CREST OF RIDGE, TURN RIGHT UP HILL FOR ABOUT 100 YARDS TO
 DJ1919'STATION.
 DJ1919'
 DJ1919'NOTE- METAL WITNESS POST WERE SET 1.0 FOOT NORTH OF THE STATION
 DJ1919'AND R.M. NO. 1
 DJ1919'
 DJ1919'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH
 DJ1919'ROUND CONCRETE POSTS.  STATION DISK IS STAMPED BARR 1935 AND THE
 DJ1919'MARK PROJECTS 6 INCHES.  IT IS 33 FEET NORTH OF THE NORTHWEST
 DJ1919'LEG OF A FIRE TOWER, 39 FEET NORTHWEST OF THE NORTHEAST LEG,
 DJ1919'44.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION.
 DJ1919'
 DJ1919'R.M. 1 IS 79 FEET NORTHEAST OF THE NORTHEAST LEG, 71 FEET NORTH
 DJ1919'OF A QUONSET BUILDING, 40 FEET EAST OF THE SOUTHEAST CORNER
 DJ1919'OF AN ABANDON FOUNDATION, IS STAMPED BARR NO 1 1935 AND FLUSH WITH
 DJ1919'THE GROUND.
 DJ1919'
 DJ1919'R.M. 2 IS 53.5 FEET SOUTHEAST OF THE SOUTHEAST LEG, 44 FEET
 DJ1919'NORTH OF A 30-INCH OAK TREE, 10 FEET WEST OF THE SOUTHWEST
 DJ1919'CORNER OF THE QUONSET BUILDING, IS STAMPED BARR NO 2 1935 AND
 DJ1919'PROJECTS 6 INCHES.
 DJ1919'
 DJ1919'AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  IT MAY HAVE
 DJ1919'BEEN DESTROYED WHEN A LARGE TOPPING PIT WAS DUG NEAR THE
 DJ1919'LOCATION.
 DJ1919
 DJ1919                          STATION RECOVERY (1970)
 DJ1919
 DJ1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1919'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 DJ1919'IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT
 DJ1919'RECOVERED.  THE DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY
 DJ1919'WITH THE 1935 OBSERVATIONS.  DUE TO A LOOKOUT TOWER BEING BUILT ON
 DJ1919'THE LINE TO TRIANGULATION STATION LYON 1935, REFERENCE MARK 3
 DJ1919'WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  A NEW
 DJ1919'DESCRIPTION FOLLOWS.
 DJ1919'
 DJ1919'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF MONTPELIER,
 DJ1919'5-1/2 MILES SOUTH-SOUTHWEST OF MC CONDY, 3 MILES EAST OF THE
 DJ1919'CLAY-CHICKASAW COUNTY LINE AND AT THE STATE FOREST SERVICE, CLAY
 DJ1919'LOOKOUT TOWER.
 DJ1919'
 DJ1919'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR BARR RM 3
 DJ1919'1970.
 DJ1919'
 DJ1919'THE STATION MARK IS A STANDARD DISK STAMPED BARR 1935, SET IN THE
 DJ1919'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 DJ1919'ABOVE THE GROUND SURFACE.  IT IS 32 FEET NORTH OF THE NORTHWEST LEG
 DJ1919'OF THE LOOKOUT TOWER, 9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 DJ1919'SMALL FENCED AREA AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH
 DJ1919'SIGN ATTACHED.
 DJ1919'
 DJ1919'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARR NO 2 1935, SET IN
 DJ1919'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 DJ1919'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET
 DJ1919'SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 40.5 FEET
 DJ1919'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 28 FEET NORTH OF A
 DJ1919'FENCE AND 10 FEET WEST OF THE SOUTHWEST CORNER OF A QUONSET.
 DJ1919'
 DJ1919'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARR 1935 NO 3 1970,
 DJ1919'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DJ1919'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET
 DJ1919'NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 49.5 FEET
 DJ1919'WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 45 FEET WEST
 DJ1919'OF THE SOUTHWEST CORNER OF THE SMALL FENCED AREA.  A SUBSURFACE
 DJ1919'MARK WAS SET.
 DJ1919'
 DJ1919'NO SUITABLE PLACE COULD BE LOCATED FOR AN AZIMUTH MARK.
 DJ1919'
 DJ1919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 DJ1919'NORTHEAST OF MONTPELIER.
 DJ1919
 DJ1919                          STATION RECOVERY (1976)
 DJ1919
 DJ1919'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JEF)
 DJ1919'BARR, 1935 RECOVERED GOOD.
 DJ1919'
 DJ1919'BARR NO. 1 1935 RECOVERED GOOD, 0.4 FEET UNDER GRAVEL DRIVE.
 DJ1919'
 DJ1919'BARR NO. 2 1935 RECOVERED GOOD.
 DJ1919'
 DJ1919'BARR NO. 3 1935 1970 RECOVERED GOOD.
 DJ1919
 DJ1919                          STATION RECOVERY (1980)
 DJ1919
 DJ1919'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980 (TDF)
 DJ1919'THE STATION WAS VISITED ON MAY 9 1980 AND STA RM 2 RM 3 WERE FOUND IN
 DJ1919'GOOD CONDITION.  THE 1970 DESCRIPTION AND TO REACH BY WM JOHNSON IS
 DJ1919'ADEQUATE.
 DJ1919
 DJ1919                          STATION RECOVERY (1980)
 DJ1919
 DJ1919'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1919'STATION, REFERENCE MARKS 2, AND 3 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1921 ***********************************************************************
 DJ1921  DESIGNATION -  BARR 1935 RM 3 1970
 DJ1921  PID         -  DJ1921
 DJ1921  STATE/COUNTY-  MS/CLAY
 DJ1921  USGS QUAD   -  SPARTA (1987)
 DJ1921
 DJ1921                         *CURRENT SURVEY CONTROL
 DJ1921  ___________________________________________________________________
 DJ1921* NAD 83(1993)-  33 45 10.35789(N)    088 52 41.27780(W)     ADJUSTED  
 DJ1921* NAVD 88     -       161.27   (+/-2cm)     529.1    (feet)  VERTCON   
 DJ1921  ___________________________________________________________________
 DJ1921  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DJ1921  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1921  HORZ ORDER  -  FIRST
 DJ1921  VERT ORDER  -  THIRD ? (See Below)
 DJ1921
 DJ1921.The horizontal coordinates were established by classical geodetic methods
 DJ1921.and adjusted by the National Geodetic Survey in May 1994.
 DJ1921
 DJ1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1921.The vertical order pertains to the NGVD 29 superseded value.
 DJ1921
 DJ1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1921
 DJ1921.The geoid height was determined by GEOID03.
 DJ1921
 DJ1921;                    North         East     Units Scale Factor Converg.
 DJ1921;SPC MS E     -   471,538.589   295,849.479   MT  0.99995021   -0 01 29.6
 DJ1921;SPC MS E     - 1,547,039.52    970,632.83   sFT  0.99995021   -0 01 29.6
 DJ1921;UTM  16      - 3,736,340.473   326,045.862   MT  0.99997305   -1 02 37.6
 DJ1921
 DJ1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1921!SPC MS E     -   0.99997903  x   0.99995021  =   0.99992924
 DJ1921!UTM  16      -   0.99997903  x   0.99997305  =   0.99995208
 DJ1921
 DJ1921|---------------------------------------------------------------------|
 DJ1921| PID    Reference Object                     Distance      Geod. Az  |
 DJ1921|                                                           dddmmss.s |
 DJ1921| DJ1919 BARR                                 15.121 METERS 08814     |
 DJ1921| CF9377 BARR RM 2                            42.367 METERS 12502     |
 DJ1921| DJ1922 CLAY LOT                             21.581 METERS 12704     |
 DJ1921| DJ1918 LYON                                APPROX.17.7 KM 1693342.6 |
 DJ1921|---------------------------------------------------------------------|
 DJ1921
 DJ1921                          SUPERSEDED SURVEY CONTROL
 DJ1921
 DJ1921  NAD 83(1993)-  33 45 10.36779(N)    088 52 41.27387(W) AD(       ) 1
 DJ1921  NAD 83(1986)-  33 45 10.36841(N)    088 52 41.27424(W) AD(       ) 1
 DJ1921  NAD 27      -  33 45 09.94682(N)    088 52 41.07922(W) AD(       ) 1
 DJ1921  NGVD 29 (07/19/86)  161.21   (m)          528.9    (f) LEVELING    3  
 DJ1921
 DJ1921.Superseded values are not recommended for survey control.
 DJ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1921.See file dsdata.txt to determine how the superseded data were derived.
 DJ1921
 DJ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2604636340(NAD 83)
 DJ1921_MARKER: DR = REFERENCE MARK DISK
 DJ1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1921+STABILITY: SURFACE MOTION
 DJ1921
 DJ1921  HISTORY     - Date     Condition        Report By
 DJ1921  HISTORY     - 1970     MONUMENTED       NGS
 DJ1921
 DJ1921                          STATION DESCRIPTION
 DJ1921
 DJ1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1921'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF
 DJ1921'MC CONDY, 4-1/2 MILES NORTHEAST OF MONTPELIER, 3 MILES EAST OF
 DJ1921'THE CLAY-CHICKASAW COUNTY LINE AND NEAR THE STATE FOREST
 DJ1921'SERVICE, CLAY LOOKOUT TOWER.
 DJ1921'
 DJ1921'TO REACH THE STATION FROM THE POST OFFICE IN MC CONDY GO SOUTH
 DJ1921'ON STATE HIGHWAY 47 FOR 0.8 MILE TO THE CLAY-CHICKASAW COUNTY
 DJ1921'LINE.  CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 2.6 MILES TO A
 DJ1921'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR
 DJ1921'0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTHWESTERLY ON
 DJ1921'THE GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD LEFT.  CONTINUE
 DJ1921'AHEAD SOUTHERLY ON THE GRAVELED ROAD FOR 0.6 MILE TO A SIDE
 DJ1921'ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY FOR 0.1 MILE TO THE
 DJ1921'LOOKOUT TOWER AND THE STATION ON THE RIGHT AS DESCRIBED.
 DJ1921'
 DJ1921'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 DJ1921'BARR 1935 NO 3 1970, SET IN THE TOP OF A ROUND CONCRETE
 DJ1921'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE
 DJ1921'GROUND SURFACE.  IT IS 55 FEET NORTHWEST OF THE NORTHWEST LEG
 DJ1921'OF THE LOOKOUT TOWER, 49.5 FEET WEST OF THE METAL WITNESS POST
 DJ1921'WITH SIGN ATTACHED AND 45 FEET WEST OF THE SOUTHWEST CORNER OF
 DJ1921'A SMALL FENCED AREA.  A SUBSURFACE MARK WAS SET.
 DJ1921'
 DJ1921'THE MARK IS A STANDARD STATION MARK DISK STAMPED BARR 1935,
 DJ1921'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 DJ1921'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 DJ1921'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 9 FEET
 DJ1921'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SMALL FENCED AREA AND 1
 DJ1921'FOOT SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DJ1921'
 DJ1921'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARR NO 2 1935,
 DJ1921'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 DJ1921'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DJ1921'54 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 40.5
 DJ1921'FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 28 FEET NORTH OF
 DJ1921'A FENCE AND 10 FEET WEST OF THE SOUTHWEST CORNER OF A QUONSET.
 DJ1921'
 DJ1921'NO SUITABLE PLACE COULD BE LOCATED FOR AN AZIMUTH MARK.
 DJ1921'
 DJ1921'DUE TO THE LOOKOUT TOWER BEING ON LINE TO TRIANGULATION
 DJ1921'STATION LYON 1935 FROM BARR 1935, REFERENCE MARK 3 WAS
 DJ1921'ESTABLISHED AND OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1539 ***********************************************************************
 EG1539  DESIGNATION -  BARRS FERRY
 EG1539  PID         -  EG1539
 EG1539  STATE/COUNTY-  MS/ITAWAMBA
 EG1539  USGS QUAD   -  SMITHVILLE (1992)
 EG1539
 EG1539                         *CURRENT SURVEY CONTROL
 EG1539  ___________________________________________________________________
 EG1539* NAD 83(1993)-  34 06 12.02748(N)    088 26 32.30461(W)     ADJUSTED  
 EG1539* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 EG1539  ___________________________________________________________________
 EG1539  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EG1539  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG1539  HORZ ORDER  -  SECOND
 EG1539
 EG1539.The horizontal coordinates were established by classical geodetic methods
 EG1539.and adjusted by the National Geodetic Survey in May 1994.
 EG1539
 EG1539.The orthometric height was scaled from a topographic map.
 EG1539
 EG1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1539
 EG1539.The geoid height was determined by GEOID03.
 EG1539
 EG1539;                    North         East     Units Scale Factor Converg.
 EG1539;SPC MS E     -   510,478.597   336,079.395   MT  0.99996604   +0 13 09.3
 EG1539;SPC MS E     - 1,674,795.20  1,102,620.48   sFT  0.99996604   +0 13 09.3
 EG1539;UTM  16      - 3,774,553.293   366,962.340   MT  0.99981818   -0 48 31.7
 EG1539
 EG1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1539!SPC MS E     -   0.99998425  x   0.99996604  =   0.99995029
 EG1539!UTM  16      -   0.99998425  x   0.99981818  =   0.99980243
 EG1539
 EG1539:                Primary Azimuth Mark                     Grid Az
 EG1539:SPC MS E     -  TILDEN                                   042 08 47.5
 EG1539:UTM  16      -  TILDEN                                   043 10 28.5
 EG1539
 EG1539|---------------------------------------------------------------------|
 EG1539| PID    Reference Object                     Distance      Geod. Az  |
 EG1539|                                                           dddmmss.s |
 EG1539| EG1533 TILDEN                              APPROX.12.5 KM 0422156.8 |
 EG1539| CG3177 BARRS FERRY RM 1                     28.137 METERS 05838     |
 EG1539| CG3178 BARRS FERRY RM 2                     24.997 METERS 29040     |
 EG1539|---------------------------------------------------------------------|
 EG1539
 EG1539                          SUPERSEDED SURVEY CONTROL
 EG1539
 EG1539  NAD 83(1993)-  34 06 12.03161(N)    088 26 32.30555(W) AD(       ) 2
 EG1539  NAD 83(1986)-  34 06 12.03672(N)    088 26 32.30360(W) AD(       ) 2
 EG1539  NAD 27      -  34 06 11.64600(N)    088 26 32.13700(W) AD(       ) 2
 EG1539
 EG1539.Superseded values are not recommended for survey control.
 EG1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1539.See file dsdata.txt to determine how the superseded data were derived.
 EG1539
 EG1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6696274553(NAD 83)
 EG1539_MARKER: DS = TRIANGULATION STATION DISK
 EG1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1539
 EG1539  HISTORY     - Date     Condition        Report By
 EG1539  HISTORY     - 1950     MONUMENTED       CGS
 EG1539  HISTORY     - 1962     GOOD             MSHD
 EG1539
 EG1539                          STATION DESCRIPTION
 EG1539
 EG1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1539'STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF AMORY, ABOUT 1 MILE
 EG1539'NORTH OF THE MONROE-ITAWAMBA
 EG1539'COUNTY LINE, 100 FEET NORTHEAST OF MR.  POWELL S
 EG1539'BARN, 34 FEET SOUTHEAST OF THE
 EG1539'APPROXIMATE CENTERLINE OF GRAVELED
 EG1539'ROAD, 7 FEET NORTHWEST OF A WITNESS POST, AND ON
 EG1539'LAND OWNED BY CLYDE
 EG1539'POWELL.
 EG1539'
 EG1539'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 25 AT THE NORTH
 EG1539'EDGE OF AMORY, GO
 EG1539'NORTHWEST ON HIGHWAY 6 FOR 6.5 MILES TO A FORK, BEAR RIGHT
 EG1539'AND GO 4.2 MILES TO A T-ROAD,
 EG1539'TURN RIGHT AND GO 0.7 MILE TO A FORK,
 EG1539'BEAR LEFT AND GO 0.05 MILE TO A FORK, BEAR RIGHT
 EG1539'AND FOLLOW MAIN ROAD
 EG1539'FOR 2.0 MILES TO STATION ON RIGHT.
 EG1539'
 EG1539'STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BARRS FERRY
 EG1539'1950.
 EG1539'
 EG1539'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED BARRS
 EG1539'FERRY NO 1 1950.
 EG1539'
 EG1539'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED BARRS
 EG1539'FERRY NO 2 1950.
 EG1539'
 EG1539'THERE WAS NO PLACE VISIBLE FROM THE GROUND IN WHICH AN AZIMUTH MARK
 EG1539'COULD BE ESTABLISHED.
 EG1539'
 EG1539'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG1539'CYLINDERS.
 EG1539'
 EG1539'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EG1539
 EG1539                          STATION RECOVERY (1962)
 EG1539
 EG1539'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1539'THE STATION WAS VISITED 6 - 28 - 62 AND ALL MARKS WERE FOUND IN GOOD
 EG1539'CONDITION.
 EG1539'
 EG1539'THE DESCRIPTION IS NO LONGER ADEQUATE DUE TO ROAD CHANGES.  A NEW AND
 EG1539'COMPLETE
 EG1539'DESCRIPTION FOLLOWS.  THE STATION IS REACHED FROM THE
 EG1539'JUNCTION OF STATE HIGHWAYS
 EG1539'6 AND 25 AT THE NORTH EDGE OF AMORY BY
 EG1539'GOING NORTH ON HIGHWAY 25 FOR FOR 6.8 MILES
 EG1539'TO A GRAVEL ROAD ON THE
 EG1539'LEFT, TURN LEFT AND GO 3.5 MILES TO A T INTERSECTION AT THE
 EG1539'NEW BETHEL
 EG1539'BAPTISH CHURCH, TURN LEFT AND GO 0.5 MILE TO A FORK, TAKE LEFT
 EG1539'FORK 0.1 MILE TO THE
 EG1539'STATION ON THE LEFT AS DESCRIBED.
 EG1539'
 EG1539'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12 ROUND
 EG1539'CONCRETE POSTS.  STATION
 EG1539'DISK IS STAMPED BARRS FERRY 1950 AND IS FLUSH WITH THE
 EG1539'GROUND.  IT IS 96 FEET
 EG1539'NORTHEAST OF THE NORTHWEST CORNER OF A BARN,
 EG1539'82 FEET NORTH OF THE NORTHEAST CORNER OF
 EG1539'THE BARN AND 31 FEET EAST OF
 EG1539'THE CENTER OF THE ROAD.  A METAL WITNESS POST WAS SET 1
 EG1539'FOOT WEST OF THE
 EG1539'MARK.
 EG1539'
 EG1539'R.M. 1 IS 111 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 33
 EG1539'FEET WEST OF THE CENTER OF
 EG1539'THE ROAD, 1 FOOT WEST OF A METAL WITNESS POST, IS
 EG1539'STAMPED BARRS FERRY NO.  2 1950 AND
 EG1539'IS FLUSH WITH THE GROUND.
 EG1539'
 EG1539'R.M. 2 IS 185 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN 41
 EG1539'FEET EAST OF THE CENTER OF
 EG1539'THE ROAD, 1 FOOT EAST OF A METAL WITNESS POST, IS
 EG1539'STAMPED BARRS FERRY NO.  1 1950 AND
 EG1539'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1835 ***********************************************************************
 DK1835  DESIGNATION -  BARRY
 DK1835  PID         -  DK1835
 DK1835  STATE/COUNTY-  MS/LEFLORE
 DK1835  USGS QUAD   -  COLONY TOWN (1983)
 DK1835
 DK1835                         *CURRENT SURVEY CONTROL
 DK1835  ___________________________________________________________________
 DK1835* NAD 83(1993)-  33 23 54.31925(N)    090 25 48.44111(W)     ADJUSTED  
 DK1835* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK1835  ___________________________________________________________________
 DK1835  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DK1835  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1835  HORZ ORDER  -  SECOND
 DK1835
 DK1835.The horizontal coordinates were established by classical geodetic methods
 DK1835.and adjusted by the National Geodetic Survey in May 1994.
 DK1835
 DK1835.The orthometric height was scaled from a topographic map.
 DK1835
 DK1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1835
 DK1835.The geoid height was determined by GEOID03.
 DK1835
 DK1835;                    North         East     Units Scale Factor Converg.
 DK1835;SPC MS W     -   432,229.533   690,996.060   MT  0.99995100   -0 03 11.8
 DK1835;SPC MS W     - 1,418,073.06  2,267,042.91   sFT  0.99995100   -0 03 11.8
 DK1835;UTM  15      - 3,698,409.238   739,014.276   MT  1.00030438   +1 24 55.0
 DK1835
 DK1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1835!SPC MS W     -   0.99999851  x   0.99995100  =   0.99994951
 DK1835!UTM  15      -   0.99999851  x   1.00030438  =   1.00030289
 DK1835
 DK1835|---------------------------------------------------------------------|
 DK1835| PID    Reference Object                     Distance      Geod. Az  |
 DK1835|                                                           dddmmss.s |
 DK1835| CY5229 BARRY RM 1                            6.550 METERS 06110     |
 DK1835| CY5228 BARRY AZ MK 2                                      1761116.8 |
 DK1835| CY5227 BARRY AZ MK                                        1762851.8 |
 DK1835| CY5230 BARRY RM 2                            6.775 METERS 19332     |
 DK1835| DK1838 MOORHEAD MUNICIPAL TANK             APPROX. 9.2 KM 3074746.7 |
 DK1835| DK1837 MOORHEAD PLANTERS MFG CO TANK       APPROX. 8.8 KM 3092047.5 |
 DK1835|---------------------------------------------------------------------|
 DK1835
 DK1835                          SUPERSEDED SURVEY CONTROL
 DK1835
 DK1835  NAD 83(1986)-  33 23 54.33016(N)    090 25 48.43776(W) AD(       ) 2
 DK1835  NAD 27      -  33 23 53.89240(N)    090 25 48.13000(W) AD(       ) 2
 DK1835
 DK1835.Superseded values are not recommended for survey control.
 DK1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1835.See file dsdata.txt to determine how the superseded data were derived.
 DK1835
 DK1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3901498409(NAD 83)
 DK1835_MARKER: DS = TRIANGULATION STATION DISK
 DK1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1835
 DK1835  HISTORY     - Date     Condition        Report By
 DK1835  HISTORY     - 1957     MONUMENTED       CGS
 DK1835  HISTORY     - 1967     GOOD             MSHD
 DK1835  HISTORY     - 1968     GOOD             CGS
 DK1835
 DK1835                          STATION DESCRIPTION
 DK1835
 DK1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1835'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF ITTA BENA
 DK1835'AND ABOUT 5 MILES NORTHWEST OF MORGAN CITY AND IS ON TOP OF AN
 DK1835'INDIAN MOUND.  ON PROPERTY OWNED BY THE BARRY ESTATE.  IT IS
 DK1835'47 FEET NORTHWEST OF A 30 INCH TREE, 38 FEET SOUTHWEST OF A 24
 DK1835'INCH ELM TREE, 37 FEET EAST OF A 30 INCH TREE AND 4 FEET
 DK1835'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 DK1835'AND THE DISK IS STAMPED BARRY 1957.
 DK1835'
 DK1835'TO REACH THE STATION FROM THE LEFLORE COUNTY SCHOOLS IN THE
 DK1835'WEST EDGE OF MORGAN CITY, GO WEST AND NORTHWEST ON A GRAVELED
 DK1835'ROAD FOR 2.8 MILES TO A GRAVELED ROAD LEFT.  CONTINUE WEST
 DK1835'AND NORTHWEST ON THE GRAVELED ROAD FOR 1.9 MILES TO A DRIVEWAY
 DK1835'LEFT.* TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.15 MILE
 DK1835'TO A FARM HOUSE.  GO LEFT AROUND EAST SIDE OF THE HOUSE
 DK1835'AND CONTINUE SOUTH ABOUT 200 FEET TO THE INDIAN MOUND AND
 DK1835'THE STATION.
 DK1835'
 DK1835'*TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, GO SOUTHEAST
 DK1835'ON THE GRAVELED ROAD FOR 0.25 MILE TO A SAND ROAD RIGHT.
 DK1835'TURN RIGHT AND GO WEST ON THE SAND ROAD FOR 0.25 MILE TO A
 DK1835'TENANT HOUSE AND THE MARK ON THE LEFT.
 DK1835'
 DK1835'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE 24 INCH ELM TREE
 DK1835'AND 17 FEET NORTHEAST OF THE WHITE WITNESS POST.  THE MARK IS
 DK1835'FLUSH AND THE DISK IS STAMPED BARRY NO 1 1957.
 DK1835'
 DK1835'REFERENCE MARK 2 IS 39 FEET SOUTHEAST OF A 30 INCH TREE, 31
 DK1835'FEET WEST OF A 30 INCH TREE AND 26 FEET SOUTH OF THE WHITE
 DK1835'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DK1835'BARRY NO 2 1957.
 DK1835'
 DK1835'THE AZIMUTH MARK IS 40 FEET NORTHEAST OF THE NORTHEAST CORNER
 DK1835'OF A TENANT HOUSE, 30 FEET SOUTH OF THE CENTER OF A CURVE
 DK1835'IN THE SAND ROAD, 3 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2
 DK1835'FEET SOUTHWEST OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT 2
 DK1835'INCHES AND THE DISK IS STAMPED BARRY 1957.
 DK1835'
 DK1835'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1835
 DK1835                          STATION RECOVERY (1967)
 DK1835
 DK1835'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1835'THE STATION WAS VISITED 12-8-67 AND THE STATION MARK, REFERENCE
 DK1835'MARK NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1835'CONDITION.  THE STATION DISK HAS BEEN DISTURBED.
 DK1835'
 DK1835'THE STATION IS LOCATED 9.2 MILES SOUTHWEST OF ITTA BENA AND
 DK1835'4.9 MILES NORTHWEST OF MORGAN CITY, IN THE NORTHWEST 1/4 OF
 DK1835'SECTION 29, T 18N, R 2W, AND ON PROPERTY OWNED BY THE BARRY
 DK1835'ESTATE AND OPERATED BY MR. LEWIS STEPHENS.  IT IS 208.5 FEET
 DK1835'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED WHITE HOUSE,
 DK1835'38.5 FEET SOUTHWEST OF A 24 INCH ELM, 46 FEET NORTHWEST OF
 DK1835'A 24 INCH SMOOTH BARK TREE, 52 FEET NORTHWEST OF THE EXTENDED
 DK1835'WEST WALL OF THE ABANDONED HOUSE, 29 FEET EAST OF THE WEST
 DK1835'EDGE OF THE MOUND, 34 FEET SOUTH OF THE NORTH EDGE OF THE
 DK1835'MOUND AND 22 FEET NORTHEAST OF AN 8 INCH ELM.
 DK1835'
 DK1835'IT IS A STANDARD TRIANGULATION DISK, STAMPED BARRY 1957
 DK1835'PROJECTING 4 INCHES.
 DK1835'
 DK1835'REFERENCE MARK NO. 1 IS 21.49 FEET NORTHEAST OF THE STATION.
 DK1835'IT IS 23 FEET SOUTHWEST OF A 24 INCH ELM, 41 FEET NORTHWEST
 DK1835'OF THE EXTENDED WEST WALL OF THE ABANDONED HOUSE, 1 FOOT WEST OF
 DK1835'THE EAST EDGE OF THE MOUND AND 1 FOOT WEST OF A METAL WITNESS
 DK1835'POST.  IT IS A STANDARD DISK, STAMPED BARRY NO 1 1957 FLUSH WITH
 DK1835'THE GROUND.
 DK1835'
 DK1835'REFERENCE MARK NO. 2 IS 22.25 FEET SOUTH OF THE STATION.
 DK1835'IT IS 32 FEET NORTHWEST OF A 24 INCH SMOOTH BARK TREE, 18.5
 DK1835'FEET SOUTHEAST OF A 8 INCH ELM, 60 FEET SOUTH SOUTHWEST OF
 DK1835'A 24 INCH ELM, 1 FOOT NORTH OF THE SOUTH EDGE OF A MOUND AND
 DK1835'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 DK1835'MARK DISK STAMPED BARRY NO 2 1957 PROJECTING 1 INCH.
 DK1835'
 DK1835'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 40 FEET.
 DK1835'
 DK1835'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS
 DK1835'16 FEET SOUTHEAST OF THE PROJECTED SOUTHWEST TANGENT OF A FIELD
 DK1835'ROAD, 2 FEET SOUTH OF A POLE WITHOUT ANY WIRES, 56.5 FEET
 DK1835'NORTHWEST OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 DK1835'THE STATION IS OBSTRUCTED BY UNDER GROWTH ON AND AROUND THE
 DK1835'MOUND.  THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION
 DK1835'HAS BEEN DESTROYED.  IT IS A STANDARD AZIMUTH MARK DISK,
 DK1835'STAMPED BARRY 1957 FLUSH WITH THE GROUND.
 DK1835'
 DK1835'TO REACH THE STATION FROM THE BANK OF ITTA BENA GO SOUTHEAST
 DK1835'AND WEST ON MISSISSIPPI HIGHWAY 7 FOR 10.25 MILES TO A CROSSROADS
 DK1835'IN THE VILLAGE OF MORGAN CITY.  TURN RIGHT AND CONTINUE
 DK1835'NORTH AND WEST ON A BLACKTOP ROAD FOR 3.15 MILES TO THE END
 DK1835'OF THE BLACKTOP, 0.2 MILE PAST A SIDE ROAD LEFT.  CONTINUE
 DK1835'NORTH NORTHWEST ON AN ALL WEATHER ROAD FOR 1.5 MILES TO A
 DK1835'SIDE ROAD LEFT.  *CONTINUE NORTHWEST ON AN ALL WEATHER ROAD
 DK1835'FOR 0.3 MILE TO A DRIVEWAY LEADING TO AN ABANDONED WHITE HOUSE
 DK1835'ON THE LEFT.  TURN LEFT (SOUTH SOUTHWEST) AND CONTINUE ON THE
 DK1835'DRIVEWAY FOR 0.1 MILE TO THE ABANDONED WHITE HOUSE AND THE
 DK1835'MOUND AND THE STATION APPROXIMATELY 200 FEET SOUTHWEST OF THE
 DK1835'HOUSE.
 DK1835'
 DK1835'*TO REACH THE AZIMUTH FROM THIS POINT, TURN LEFT (SOUTHWEST)
 DK1835'AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.1 MILE TO A FIELD
 DK1835'ROAD RIGHT IN BETWEEN THE EQUIPMENT SHEDS.  TURN RIGHT
 DK1835'(NORTHWEST) PASSING BETWEEN THE TWO SHEDS FOR 0.1 MILE TO A
 DK1835'FIELD ROAD LEFT.  TURN LEFT (SOUTHWEST) AND CONTINUE ON THE
 DK1835'FIELD ROAD FOR 0.15 MILE TO WHERE THE ROAD CURVES SHARP RIGHT
 DK1835'AND THE MARK ON THE LEFT AS DESCRIBED.
 DK1835'
 DK1835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.2 MILES
 DK1835'SOUTHWEST OF ITTA BENA
 DK1835
 DK1835                          STATION RECOVERY (1968)
 DK1835
 DK1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1835'THE STATION WAS VISITED 5-21-68 AND THE STATION MARK, R.M.
 DK1835'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1835'CONDITION.  THE AZIMUTH MARK WAS IN A CULTIVATED FIELD BY
 DK1835'AN UNUSED POWER POLE AND IN DANGER OF BEING DESTROYED.
 DK1835'THEREFORE, A NEW AZIMUTH MARK WAS ESTABLISHED AND THE ORIGINAL
 DK1835'AZIMUTH WAS LEFT INTACT.  A NEW DESCRIPTION FOLLOWS--
 DK1835'
 DK1835'THE STATION IS LOCATED 9.2 MILES SOUTHWEST OF ITTA BENA AND
 DK1835'4.9 MILES NORTHWEST OF MORGAN CITY, IN THE NW 1/4 OF SEC.
 DK1835'29, T 18 N, R 2 W, ON PROPERTY OWNED BY THE BARRY ESTATE AND
 DK1835'OPERATED BY MR. LEWIS STEPHENS.  IT IS ON THE EAST SIDE OF
 DK1835'AN INDIAN MOUND, 208 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK1835'OF A LARGE WHITE ABANDONED HOUSE, 38.5 FEET SOUTHWEST OF A
 DK1835'2-FOOT ELM TREE, 46 FEET NORTHWEST OF A 2-FOOT TREE, 52 FEET
 DK1835'NORTHWEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 DK1835'HOUSE, 29 FEET EAST OF THE WEST EDGE OF THE TOP OF THE
 DK1835'MOUND, 34 FEET SOUTH OF THE NORTH EDGE OF THE MOUND AND 22
 DK1835'FEET NORTHEAST OF AN 8-INCH ELM TREE.  IT IS A
 DK1835'TRIANGULATION STATION STAMPED BARRY 1957, PROJECTING
 DK1835'4-INCHES.
 DK1835'
 DK1835'REFERENCE MARK NO. 1 IS 21.49 FEET NORTHEAST OF THE STATION,
 DK1835'23 FEET SOUTHWEST OF A 2-FOOT ELM TREE, 41 FEET NORTHWEST
 DK1835'OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 1 FOOT
 DK1835'WEST OF THE EAST EDGE OF THE MOUND, 1 FOOT WEST OF A METAL
 DK1835'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BARRY NO
 DK1835'1 1957, FLUSH WITH THE GROUND.
 DK1835'
 DK1835'REFERENCE MARK NO. 2 IS 22.23 FEET SOUTH OF THE STATION,
 DK1835'AND 32 FEET NORTHWEST OF A 2-FOOT TREE, 18.5 FEET SOUTHEAST
 DK1835'OF AN 8-INCH ELM TREE, 60 FEET SOUTH-SOUTHWEST OF A 24-INCH
 DK1835'ELM TREE, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 DK1835'MARK DISK STAMPED BARRY NO 2 1957, PROJECTING 1-INCH.
 DK1835'
 DK1835'AZIMUTH MARK NO. 2 IS 0.5 MILE SOUTH OF THE STATION, AT THE
 DK1835'WEST EDGE OF A PASTURE IN A LOW SLOUGH AREA END ON THE EAST
 DK1835'EDGE OF A CULTIVATED FIELD.  IT IS 34 FEET SOUTH OF A FENCE
 DK1835'CORNER AND JOG IN A FENCE LINE, 126 FEET NORTH OF A FENCE
 DK1835'CORNER AND A LARGER JOG IN THE FENCE LINE, 36 FEET NORTH OF THE
 DK1835'WEST ONE OF TWO 8-INCH HACKBERRY TREE, 1 FOOT EAST OF A METAL
 DK1835'WITNESS POST.  IT IS AN AZIMUTH MARK DISK STAMPED BARRY 1957
 DK1835'AZ NO 2 1968, PROJECTS 6-INCHES.
 DK1835'
 DK1835'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 2 FEET
 DK1835'SOUTH OF A POLE WITHOUT WIRES, 1 FOOT EAST OF A METAL WITNESS
 DK1835'POST.  IT IS A STANDARD DISK STAMPED BARRY 1957, PROJECTING
 DK1835'6-INCHES.
 DK1835'
 DK1835'TO REACH THE STATION FROM THE BANK IN ITTA BENA, GO SOUTHEAST
 DK1835'AND WEST ON STATE HIGHWAY 7, FOR 10.25 MILES TO A CROSS ROAD
 DK1835'IN THE VILLAGE OF MORGAN CITY, TURN RIGHT AND CONTINUE NORTH
 DK1835'AND WEST ON A BLACK TOP ROAD FOR 4.65 MILES TO A SIDE ROAD
 DK1835'LEFT, TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT
 DK1835'AND GO SOUTHWEST FOR 0.1 MILE TO A FIELD ROAD RIGHT BETWEEN
 DK1835'TWO IMPLEMENT SHEDS, TURN RIGHT AND GO NORTHWEST FOR 0.1
 DK1835'MILE TO AFIELD ROAD LEFT, TURN LEFT AND GO SOUTH ON FIELD ROAD
 DK1835'FOR 0.15 MILE TO THE AZIMUTHS ON THE LEFT, ONE BY THE POWER
 DK1835'POLE, THE SECOND IN THE WEST FENCE LINE OF A PASTURE,
 DK1835'CONTINUE NORTHWEST FOR 0.3 MILE TO A DRIVEWAY LEADING
 DK1835'SOUTH-SOUTHWEST TO AN ABANDONED HOUSE, TURN LEFT ON FIELD
 DK1835'ROAD FOR 0.1 MILE TO THE ABANDONED HOUSE AND THE STATION
 DK1835'ABOUT 200 FEET SOUTHWEST OF THE HOUSE ON THE TOP OF A MOUND.
 DK1835'
 DK1835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.9 MILES
 DK1835'NW OF MORGAN CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0356 ***********************************************************************
 BW0356  DESIGNATION -  BARTO
 BW0356  PID         -  BW0356
 BW0356  STATE/COUNTY-  MS/PIKE
 BW0356  USGS QUAD   -  HOLMESVILLE (1972)
 BW0356
 BW0356                         *CURRENT SURVEY CONTROL
 BW0356  ___________________________________________________________________
 BW0356* NAD 83(1993)-  31 11 05.98787(N)    090 18 42.35280(W)     ADJUSTED  
 BW0356* NAVD 88     -       121.31   (+/-2cm)     398.0    (feet)  VERTCON   
 BW0356  ___________________________________________________________________
 BW0356  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BW0356  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW0356  HORZ ORDER  -  FIRST
 BW0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0356
 BW0356.The horizontal coordinates were established by classical geodetic methods
 BW0356.and adjusted by the National Geodetic Survey in May 1994.
 BW0356
 BW0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0356.The vertical order pertains to the NGVD 29 superseded value.
 BW0356
 BW0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0356
 BW0356.The geoid height was determined by GEOID03.
 BW0356
 BW0356;                    North         East     Units Scale Factor Converg.
 BW0356;SPC MS W     -   186,786.680   702,055.809   MT  0.99995005   +0 00 40.2
 BW0356;SPC MS W     -   612,815.97  2,303,328.10   sFT  0.99995005   +0 00 40.2
 BW0356;UTM  15      - 3,453,217.843   756,182.379   MT  1.00040960   +1 23 33.8
 BW0356
 BW0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0356!SPC MS W     -   0.99998515  x   0.99995005  =   0.99993520
 BW0356!UTM  15      -   0.99998515  x   1.00040960  =   1.00039474
 BW0356
 BW0356:                Primary Azimuth Mark                     Grid Az
 BW0356:SPC MS W     -  BARTO AZ MK                              109 40 14.5
 BW0356:UTM  15      -  BARTO AZ MK                              108 17 20.9
 BW0356
 BW0356|---------------------------------------------------------------------|
 BW0356| PID    Reference Object                     Distance      Geod. Az  |
 BW0356|                                                           dddmmss.s |
 BW0356| CY3357 BARTO AZ MK                                        1094054.7 |
 BW0356| BW0357 BARTO RM 1                           28.880 METERS 12159     |
 BW0356| BW2268 SMITH                               APPROX.13.1 KM 2241854.4 |
 BW0356| CY3358 BARTO RM 2                           32.163 METERS 34533     |
 BW0356|---------------------------------------------------------------------|
 BW0356
 BW0356                          SUPERSEDED SURVEY CONTROL
 BW0356
 BW0356  NAD 83(1986)-  31 11 06.00346(N)    090 18 42.34909(W) AD(       ) 1
 BW0356  NAD 27      -  31 11 05.36600(N)    090 18 42.01500(W) AD(       ) 1
 BW0356  NGVD 29 (??/??/??)  121.332  (m)          398.07   (f) ADJUSTED    2 0
 BW0356
 BW0356.Superseded values are not recommended for survey control.
 BW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0356.See file dsdata.txt to determine how the superseded data were derived.
 BW0356
 BW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5618253218(NAD 83)
 BW0356_MARKER: DS = TRIANGULATION STATION DISK
 BW0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0356_STAMPING: BARTO 1947
 BW0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0356+STABILITY: SURFACE MOTION
 BW0356
 BW0356  HISTORY     - Date     Condition        Report By
 BW0356  HISTORY     - 1947     MONUMENTED       CGS
 BW0356  HISTORY     - 1955     GOOD             CGS
 BW0356  HISTORY     - 1968     GOOD             MSHD
 BW0356  HISTORY     - 1968     GOOD             MSHD
 BW0356
 BW0356                          STATION DESCRIPTION
 BW0356
 BW0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0356'THE STATION IS 49 FEET SOUTH OF THE CENTERLINE OF STATE
 BW0356'HIGHWAY 24, AT A POINT 11.7 MILES WEST-NORTHWEST FROM THE
 BW0356'POST OFFICE IN TYLERTOWN, AND 1.5 MILE WEST FROM A HIGHWAY
 BW0356'BRIDGE OVER THE BOGUE CHITTO RIVER.  IT IS 154 FEET WEST OF
 BW0356'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND 6 FEET
 BW0356'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 BW0356'AND THE DISK IS STAMPED BARTO 1947.
 BW0356'
 BW0356'REFERENCE MARK NO. 1 IS 94.75 FEET EAST-SOUTHEAST OF THE
 BW0356'STATION, 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 BW0356'59 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 BW0356'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BW0356'BARTO NO 1 1947.
 BW0356'
 BW0356'REFERENCE MARK NO. 2 IS 105.52 FEET NORTH-NORTHWEST OF THE
 BW0356'STATION AND 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 BW0356'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BW0356'BARTO NO 2 1947.
 BW0356'
 BW0356'THE AZIMUTH MARK IS 0.5 MILE EAST-SOUTHEAST OF THE STATION,
 BW0356'ABOUT 100 YARDS WEST OF THE SUMMIT OF A SMALL HILL, 45 FEET
 BW0356'NORTH OF THE CENTERLINE OF STATE HIGHWAY 24, AND 5 FEET
 BW0356'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 BW0356'THE DISK IS STAMPED AZIMUTH BARTO 1947.
 BW0356'
 BW0356'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW0356
 BW0356                          STATION RECOVERY (1955)
 BW0356
 BW0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0356'THE STATION WAS VISITED 6-8-55 AND THE STATION MARK AND
 BW0356'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW0356'MARK NO. 2 WAS DESTROYED WHEN THE APPROACH WAS GRADED FOR
 BW0356'THE CROSSROAD STORE.  THE AZIMUTH MARK WAS FOUND WITH THE
 BW0356'TOP PORTION OF THE POST BROKEN OFF.  THE REMAINING PORTION OF THE
 BW0356'MARK WAS OF A SOFT TEXTURE RESEMBLING SANDSTONE.  THE DISKS
 BW0356'WERE NOT FOUND.
 BW0356'
 BW0356'A NEW DESCRIPTION FOLLOWS--
 BW0356'
 BW0356'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 BW0356'24, 9 MILES EAST OF MC COMB AND 12 MILES WEST OF TYLERTOWN, IN
 BW0356'THE SOUTHWEST ANGLE OF THE INTERSECTION OF THE HIGHWAY AND
 BW0356'A NORTH-SOUTH GRAVELED ROAD AND 1.5 MILE WEST OF THE BOGUE
 BW0356'CHITTO RIVER.  IT IS 48 FEET SOUTH OF THE CENTERLINE OF
 BW0356'STATE HIGHWAY 24, 150 FEET WEST OF THE CENTER OF THE NORTHSOUTH
 BW0356'GRAVELED ROAD, 33 FEET WEST OF A TELEPHONE POLE WHERE TELEPHONE
 BW0356'LINE CROSSES THE HIGHWAY, 2 FEET NORTH OF A FENCE LINE AND
 BW0356'8 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  IT
 BW0356'IS A STANDARD DISK, STAMPED BARTO 1947, PROJECTING 6 INCHES
 BW0356'AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BW0356'
 BW0356'REFERENCE MARK NO. 1 IS 94.75 FEET EAST-SOUTHEAST OF THE
 BW0356'STATION, 66 FEET SOUTH OF THE HIGHWAY, 54 FEET WEST OF THE
 BW0356'CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 62 FEET EAST-SOUTHEAST
 BW0356'OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE LINE AND
 BW0356'3 FEET SOUTHWEST OF THE EDGE OF THE CUT BANK.  IT IS A STANDARD
 BW0356'DISK, STAMPED BARTO NO 1 1947, PROJECTING 6 INCHES AND IS ABOUT
 BW0356'8 FEET ABOVE THE LEVEL OF THE ROAD.
 BW0356'
 BW0356'REFERENCE MARK NO. 3 IS 109.99 FEET EAST-NORTHEAST OF THE
 BW0356'STATION, 59.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BW0356'80 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 BW0356'7 FEET WEST OF A TELEPHONE POLE, 28 FEET EAST-NORTHEAST
 BW0356'OF A CONCRETE RIGHT-OF-WAY MARKER AND 66.5 FEET EAST-SOUTHEAST
 BW0356'OF THE SOUTHEAST CORNER OF THE CROSSROAD GROCERY STORE.  IT
 BW0356'IS A STANDARD DISK, STAMPED BARTO NO 3 1947, PROJECTING 8
 BW0356'INCHES.
 BW0356
 BW0356                          STATION RECOVERY (1968)
 BW0356
 BW0356'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (RLW)
 BW0356'THE STATION WAS VISITED 10-23-68 AND THE STATION MARK, REFERENCE
 BW0356'MARK NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.  THE DISTANCE
 BW0356'TO R.M. 1 FAILED TO CHECK BY 0.02 FEET AND THE DISTANCE
 BW0356'TO R.M. 3 FAILED TO CHECK BY 0.04 FEET.
 BW0356'
 BW0356'THE STATION IS LOCATED 9.3 MILES NORTHEAST OF THE APPROXIMATE
 BW0356'CENTER OF MAGNOLIA IN THE SOUTHWEST ANGLE OF A CROSSROADS,
 BW0356'9.4 MILES SOUTHEAST OF MC COMB IN THE NORTHEAST 1/4 OF SECTION
 BW0356'32, T 3N, R 9E, AND ON PROPERTY OWNED BY THE MISSISSIPPI
 BW0356'STATE HIGHWAY DEPARTMENT.  IT IS 135 FEET WEST SOUTHWEST
 BW0356'OF THE CENTER OF A CROSSROADS, 49 FEET SOUTH SOUTHWEST OF
 BW0356'THE CENTER OF U.S. HIGHWAY 98, 33 FEET NORTHWEST OF UTILITY
 BW0356'POLE NO. 109, 98.5 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER,
 BW0356'112 FEET SOUTHWEST OF TELEPHONE LINE POLE NO. 110, 1.5 FEET
 BW0356'NORTHEAST OF A FENCE, 62 FEET NORTHWEST OF A FENCE CORNER
 BW0356'AND 1.5 FEET EAST OF A METAL WITNESS POST.
 BW0356'
 BW0356'IT IS A STANDARD TRIANGULATION DISK, STAMPED BARTO 1947
 BW0356'PROJECTING 6 INCHES.
 BW0356'
 BW0356'REFERENCE MARK NO. 1 IS 94.77 FEET SOUTHEAST OF THE STATION.
 BW0356'IT IS 73 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS, 66
 BW0356'FEET SOUTH SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 54
 BW0356'FEET WEST SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 34
 BW0356'FEET SOUTHEAST OF A FENCE CORNER, 31 FEET NORTHWEST OF ANOTHER
 BW0356'FENCE CORNER, 61.5 FEET SOUTHEAST OF UTILITY POLE NO. 109, 2
 BW0356'FEET SOUTHWEST OF THE EDGE OF A 5 FOOT BANK AND 1 FOOT NORTHWEST
 BW0356'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BW0356'BARTO NO 1 1947 PROJECTING 4 INCHES.
 BW0356'
 BW0356'REFERENCE MARK NO. 3 IS 110.03 FEET NORTHEAST OF THE STATION.
 BW0356'IT IS 121 FEET NORTHWEST OF THE CENTER OF A CROSSROADS,
 BW0356'59 FEET NORTH NORTHEAST OF THE CENTER OF U.S. HIGHWAY 98,
 BW0356'76 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 6 FEET WEST
 BW0356'OF TELEPHONE LINE POLE NO. 110, 28 FEET NORTHEAST OF A
 BW0356'RIGHT-OF-WAY MARKER, 53 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 BW0356'GUY WIRE AND 1.5 FEET EAST OF A METAL WITNESS POST.  IT
 BW0356'IS A STANDARD REFERENCE MARK DISK, STAMPED BARTO NO 3
 BW0356'1947 PROJECTING 12 INCHES.
 BW0356'
 BW0356'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 145.65
 BW0356'FEET.
 BW0356'
 BW0356'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MC COMB
 BW0356'GO SOUTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION
 BW0356'OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION).  TURN RIGHT
 BW0356'(SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR
 BW0356'1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT
 BW0356'(NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 9.2 MILES
 BW0356'TO A CROSSROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 BW0356'
 BW0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.3 MILES
 BW0356'NORTHEAST OF MAGNOLIA
 BW0356
 BW0356                          STATION RECOVERY (1968)
 BW0356
 BW0356'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0356'9.3 MI NE FROM MAGNOLIA.
 BW0356'THE MARK IS LOCATED 9.3 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0356'MAGNOLIA IN THE SOUTHWEST ANGLE OF A CROSSROAD, 9.4 MILES SOUTHEAST OF
 BW0356'MCCOMB IN THE NORTHEAST 1/4 OF SECTION 32, T 3N, R 9E.  IT IS 135 FEET
 BW0356'WEST SOUTHWEST OF THE CENTER OF A CROSSROADS, 49 FEET SOUTH SOUTHWEST
 BW0356'OF THE CENTER OF U.S. HIGHWAY 98, 33 FEET NORTHWEST OF UTILITY POLE
 BW0356'NO. 109, 98.5 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, 112 FEET
 BW0356'SOUTHWEST OF TELEPHONE LINE POLE NO. 110, 1.5 FEET NORTHEAST OF A
 BW0356'FENCE, 62 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET EAST OF A METAL
 BW0356'WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST, 3
 BW0356'FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES. NOTE-- TO
 BW0356'REACH FROM THE U.S. POST OFFICE IN MCCOMB GO SOUTHWEST ON DELAWARE
 BW0356'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY
 BW0356'INTERSECTION).  TURN RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 51
 BW0356'(BROADWAY) FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN
 BW0356'LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 9.2 MILES TO A
 BW0356'CROSSROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0357 ***********************************************************************
 BW0357  DESIGNATION -  BARTO RM 1
 BW0357  PID         -  BW0357
 BW0357  STATE/COUNTY-  MS/PIKE
 BW0357  USGS QUAD   -  HOLMESVILLE (1972)
 BW0357
 BW0357                         *CURRENT SURVEY CONTROL
 BW0357  ___________________________________________________________________
 BW0357* NAD 83(1986)-  31 11 06.     (N)    090 18 42.     (W)     SCALED    
 BW0357* NAVD 88     -       121.05   (+/-2cm)     397.1    (feet)  VERTCON   
 BW0357  ___________________________________________________________________
 BW0357  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0357
 BW0357.The horizontal coordinates were scaled from a topographic map and have
 BW0357.an estimated accuracy of +/- 6 seconds.
 BW0357
 BW0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0357.The vertical order pertains to the NGVD 29 superseded value.
 BW0357
 BW0357.The geoid height was determined by GEOID03.
 BW0357
 BW0357;                    North         East    Units  Estimated Accuracy
 BW0357;SPC MS W     -   186,790.      702,070.      MT  (+/- 180 meters Scaled)
 BW0357
 BW0357                          SUPERSEDED SURVEY CONTROL
 BW0357
 BW0357  NGVD 29 (??/??/??)  121.071  (m)          397.21   (f) ADJUSTED    2 0
 BW0357
 BW0357.Superseded values are not recommended for survey control.
 BW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0357.See file dsdata.txt to determine how the superseded data were derived.
 BW0357
 BW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ561532(NAD 83)
 BW0357_MARKER: DR = REFERENCE MARK DISK
 BW0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0357_STAMPING: BARTO NO 1 1947
 BW0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0357+STABILITY: SURFACE MOTION
 BW0357
 BW0357  HISTORY     - Date     Condition        Report By
 BW0357  HISTORY     - 1947     MONUMENTED       CGS
 BW0357  HISTORY     - 1968     GOOD             MSHD
 BW0357
 BW0357                          STATION DESCRIPTION
 BW0357
 BW0357'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0357'9.3 MI NE FROM MAGNOLIA.
 BW0357'THE MARK IS LOCATED 9.3 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0357'MAGNOLIA IN THE SOUTHWEST ANGLE OF A CROSSROADS, 9.4 MILES SOUTHEAST
 BW0357'OF MCCOMB IN THE NORTHEAST 1/4 OF SECTION 32, T 3N, R 9E.  IT IS 94
 BW0357'FEET SOUTHEAST OF THE STATION, 73 FEET SOUTHWEST OF THE CENTER OF A
 BW0357'CROSSROADS, 66 FEET SOUTH SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98,
 BW0357'54 FEET WEST SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 34 FEET
 BW0357'SOUTHEAST OF A FENCE CORNER, 31 FEET NORTHWEST OF ANOTHER FENCE
 BW0357'CORNER, 61.5 FEET SOUTHEAST OF UTILITY POLE NO. 109, 2 FEET SOUTHWEST
 BW0357'OF THE EDGE OF A 5 FOOT BANK, 1 FOOT NORTHWEST OF A METAL WITNESS
 BW0357'POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT 5 FEET
 BW0357'ABOVE THE LEVEL OF THE ROAD PROJECTING 4 INCHES.  NOTE-- TO REACH FROM
 BW0357'THE U.S. POST OFFICE IN MCCOMB GO SOUTHWEST ON DELAWARE AVENUE FOR 0.3
 BW0357'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION).
 BW0357'TURN RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR
 BW0357'1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN LEFT (NORTHEAST)
 BW0357'AND CONTINUE ON U.S. HIGHWAY 98 FOR 9.2 MILES TO A CROSSROADS AND THE
 BW0357'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0358 ***********************************************************************
 BW0358  DESIGNATION -  BARTO RM 3
 BW0358  PID         -  BW0358
 BW0358  STATE/COUNTY-  MS/PIKE
 BW0358  USGS QUAD   -  HOLMESVILLE (1972)
 BW0358
 BW0358                         *CURRENT SURVEY CONTROL
 BW0358  ___________________________________________________________________
 BW0358* NAD 83(1986)-  31 11 06.     (N)    090 18 42.     (W)     SCALED    
 BW0358* NAVD 88     -       121.22   (+/-2cm)     397.7    (feet)  VERTCON   
 BW0358  ___________________________________________________________________
 BW0358  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0358
 BW0358.The horizontal coordinates were scaled from a topographic map and have
 BW0358.an estimated accuracy of +/- 6 seconds.
 BW0358
 BW0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0358.The vertical order pertains to the NGVD 29 superseded value.
 BW0358
 BW0358.The geoid height was determined by GEOID03.
 BW0358
 BW0358;                    North         East    Units  Estimated Accuracy
 BW0358;SPC MS W     -   186,790.      702,070.      MT  (+/- 180 meters Scaled)
 BW0358
 BW0358                          SUPERSEDED SURVEY CONTROL
 BW0358
 BW0358  NGVD 29 (??/??/??)  121.243  (m)          397.78   (f) ADJUSTED    2 0
 BW0358
 BW0358.Superseded values are not recommended for survey control.
 BW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0358.See file dsdata.txt to determine how the superseded data were derived.
 BW0358
 BW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ561532(NAD 83)
 BW0358_MARKER: DR = REFERENCE MARK DISK
 BW0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0358_STAMPING: BARTO NO 3 1947
 BW0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0358+STABILITY: SURFACE MOTION
 BW0358
 BW0358  HISTORY     - Date     Condition        Report By
 BW0358  HISTORY     - 1947     MONUMENTED       CGS
 BW0358  HISTORY     - 1968     GOOD             MSHD
 BW0358  HISTORY     - 1983     GOOD             NGS
 BW0358
 BW0358                          STATION DESCRIPTION
 BW0358
 BW0358'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0358'9.3 MI NE FROM MAGNOLIA.
 BW0358'THE MARK IS LOCATED 9.3 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0358'MAGNOLIA IN THE NORTHWEST ANGLE OF A CROSSROADS, 9.4 MILES SOUTHEAST
 BW0358'OF MCCOMB IN THE NORTHEAST 1/4 OF SECTION 32, T 3N, R 9E.  IT IS 110
 BW0358'FEET NORTHEAST OF THE STATION, 121 FEET NORTHWEST OF THE CENTER OF A
 BW0358'CROSSROADS, 59 FEET NORTH NORTHEAST OF THE CENTER OF U.S. HIGHWAY 98,
 BW0358'76 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 6 FEET WEST OF A
 BW0358'TELEPHONE LINE POLE NO. 110, 28 FEET NORTHEAST OF A RIGHT-OF-WAY
 BW0358'MARKER, 53 FEET SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 1.5
 BW0358'FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE
 BW0358'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 12
 BW0358'INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN MCCOMB GO
 BW0358'SOUTHWEST ON DELAWARE AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 BW0358'HIGHWAY 51 (FIVE WAY INTERSECTION).  TURN RIGHT (SOUTHWEST) AND
 BW0358'CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0 MILE TO THE
 BW0358'INTERSECTION OF U.S. HIGHWAY 98.  TURN LEFT (NORTHEAST) AND CONTINUE
 BW0358'ON U.S. HIGHWAY 98 FOR 9.2 MILES TO A CROSSROADS AND THE MARK ON THE
 BW0358'RIGHT AS DESCRIBED.
 BW0358
 BW0358                          STATION RECOVERY (1983)
 BW0358
 BW0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BW0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1826 ***********************************************************************
 EG1826  DESIGNATION -  BARTON
 EG1826  PID         -  EG1826
 EG1826  STATE/COUNTY-  MS/MARSHALL
 EG1826  USGS QUAD   -  BYHALIA NW (1971)
 EG1826
 EG1826                         *CURRENT SURVEY CONTROL
 EG1826  ___________________________________________________________________
 EG1826* NAD 83(1993)-  34 57 45.76864(N)    089 41 58.40252(W)     ADJUSTED  
 EG1826* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 EG1826  ___________________________________________________________________
 EG1826  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EG1826  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG1826  HORZ ORDER  -  THIRD
 EG1826
 EG1826.The horizontal coordinates were established by classical geodetic methods
 EG1826.and adjusted by the National Geodetic Survey in May 1994.
 EG1826
 EG1826.The orthometric height was scaled from a topographic map.
 EG1826
 EG1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1826
 EG1826.The geoid height was determined by GEOID03.
 EG1826
 EG1826;                    North         East     Units Scale Factor Converg.
 EG1826;SPC MS E     -   606,079.461   220,891.153   MT  1.00002710   -0 29 47.1
 EG1826;SPC MS E     - 1,988,445.70    724,707.06   sFT  1.00002710   -0 29 47.1
 EG1826;SPC TN       -    76,217.125   262,180.297   MT  1.00006311   -2 09 57.1
 EG1826;SPC TN       -   250,055.68    860,169.86   sFT  1.00006311   -2 09 57.1
 EG1826;SPC MS W     -   605,920.213   757,880.097   MT  0.99999127   +0 21 47.5
 EG1826;SPC MS W     - 1,987,923.23  2,486,478.28   sFT  0.99999127   +0 21 47.5
 EG1826;UTM  16      - 3,872,237.063   253,517.774   MT  1.00034883   -1 32 51.9
 EG1826
 EG1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1826!SPC MS E     -   0.99998501  x   1.00002710  =   1.00001211
 EG1826!SPC TN       -   0.99998501  x   1.00006311  =   1.00004812
 EG1826!SPC MS W     -   0.99998501  x   0.99999127  =   0.99997628
 EG1826!UTM  16      -   0.99998501  x   1.00034883  =   1.00033383
 EG1826
 EG1826|---------------------------------------------------------------------|
 EG1826| PID    Reference Object                     Distance      Geod. Az  |
 EG1826|                                                           dddmmss.s |
 EG1826| CG3181 BARTON RM 1                          28.690 METERS 00100     |
 EG1826| CG3182 BARTON RM 2                          26.880 METERS 10549     |
 EG1826| EG1824 BYHALIA MUNICIPAL TANK              APPROX.10.2 KM 1740340.4 |
 EG1826| EG1823 BYHALIA GEM INC TANK                APPROX. 9.8 KM 1770555.7 |
 EG1826| CG3180 BARTON AZ MK                                       2673736.2 |
 EG1826| EG1853 OLIVE BRANCH MUN TANK               APPROX.11.8 KM 2701949.5 |
 EG1826|---------------------------------------------------------------------|
 EG1826
 EG1826                          SUPERSEDED SURVEY CONTROL
 EG1826
 EG1826  NAD 83(1993)-  34 57 45.77467(N)    089 41 58.40323(W) AD(       ) 3
 EG1826  NAD 83(1986)-  34 57 45.77903(N)    089 41 58.40334(W) AD(       ) 3
 EG1826  NAD 27      -  34 57 45.44100(N)    089 41 58.10200(W) AD(       ) 3
 EG1826
 EG1826.Superseded values are not recommended for survey control.
 EG1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1826.See file dsdata.txt to determine how the superseded data were derived.
 EG1826
 EG1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5351872237(NAD 83)
 EG1826_MARKER: DS = TRIANGULATION STATION DISK
 EG1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1826
 EG1826  HISTORY     - Date     Condition        Report By
 EG1826  HISTORY     - 1955     MONUMENTED       CGS
 EG1826  HISTORY     - 1963     MARK NOT FOUND   CGS
 EG1826
 EG1826                          STATION DESCRIPTION
 EG1826
 EG1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1826'THE STATION IS LOCATED ABOUT 7 MILES EAST OF OLIVE BRANCH, ABOUT 6
 EG1826'MILES NORTH OF
 EG1826'BYHALIA, 0.7 MILE WEST OF THE CROSSROADS IN THE
 EG1826'COMMUNITY OF BARTON, IN SECTION
 EG1826'26, T 1 S, R 5 W, ON PROPERTY OWNED
 EG1826'BY MR FRANK DAVIS.
 EG1826'
 EG1826'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE
 EG1826'HIGHWAY 305 IN
 EG1826'OLIVE BRANCH, GO EAST ON MT PLEASANT STREET FOR 0.3
 EG1826'MILE TO THE END OF BLACKTOP,
 EG1826'CONTINUE STRAIGHT AHEAD, EAST, FOR 2.1
 EG1826'MILES TO A WHITE HOUSE AND THE AZIMUTH MARK ON
 EG1826'THE RIGHT, CONTINUE
 EG1826'EAST ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 EG1826'
 EG1826'THE STATION IS A STANDARD DISK STAMPED BARTON 1955, SET IN A 12 INCH
 EG1826'SQUARE CONCRETE
 EG1826'POST WHICH PROJECTS 6 INCHES.  THE MARK IS 44 FEET
 EG1826'NORTH OF THE CENTER OF A GRAVEL
 EG1826'ROAD, 21 FEET NORTH OF A FENCE CORNER,
 EG1826'1 FOOT EAST OF A FENCE LINE WHICH DIVIDES A
 EG1826'CULTIVATED FIELD AND OPEN
 EG1826'PASTURE LAND AND ABOUT 250 FEET SOUTHEAST OF MR FRANK DAVIS
 EG1826'HOUSE.  A STANDARD
 EG1826'WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 EG1826'
 EG1826'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BARTON NO 1 1955,
 EG1826'SET IN A 12 INCHE
 EG1826'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 EG1826'MARK IS 138 FEET NORTH OF THE CENTER
 EG1826'OF A GRAVEL ROAD AND 1 FOOT EAST
 EG1826'OF A NORTH-SOUTH FENCE LINE.
 EG1826'
 EG1826'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BARTON NO 2 1955,
 EG1826'SET IN A 12 INCH
 EG1826'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 EG1826'MARK IS 21 FEET NORTH OF THE CENTER
 EG1826'OF A GRAVEL ROAD, 86 FEET EAST OF
 EG1826'A FENCE CORNER AND 2 FEET NORTH OF A EAST-WEST FENCE
 EG1826'LINE.
 EG1826'
 EG1826'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARTON 1955, SET IN A 12
 EG1826'INCH SQUARE
 EG1826'CONCRETE POST WHICH PROJECTS 6 INCHES.  THE MARK IS 0.3
 EG1826'MILE WEST OF THE STATION, 47
 EG1826'FEET SOUTH OF THE CENTER OF A GRAVEL
 EG1826'ROAD, 28 FEET SOUTH OF A FENCE CORNER, 52 FEET
 EG1826'NORTHEAST OF THE
 EG1826'NORTHEAST CORNER OF A WHITE HOUSE AND 8 INCHES WEST OF A
 EG1826'NORTH-SOUTH FENCE
 EG1826'LINE.  A STANDARD WITNESS POST WAS SET 2 FEET NORTH OF THE
 EG1826'MARK.
 EG1826'
 EG1826'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1826
 EG1826                          STATION RECOVERY (1963)
 EG1826
 EG1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BDF)
 EG1826'STATION MAY HAVE BEEN DESTROYED IN GRADING OPERATIONS.  THE EAST-WEST
 EG1826'GRAVEL ROAD HAD BEEN
 EG1826'WIDENED AND CONSIDERABLE AMOUNT OF GRADING WAS DONE AND
 EG1826'A NEW HOUSE CONSTRUCTED IN 1960
 EG1826'AT THE APPROXIMATE LOCATION OF
 EG1826'STATION.
 EG1826'
 EG1826'THE REFERENCE MARKS COULD NOT BE LOCATED.  THE AZIMUTH MARK IS IN
 EG1826'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3173 ***********************************************************************
 BH3173  DESIGNATION -  BARTON 2 AZ MK RESET
 BH3173  PID         -  BH3173
 BH3173  STATE/COUNTY-  MS/GEORGE
 BH3173  USGS QUAD   -  AGRICOLA (1982)
 BH3173
 BH3173                         *CURRENT SURVEY CONTROL
 BH3173  ___________________________________________________________________
 BH3173* NAD 83(1986)-  30 46 28.     (N)    088 35 55.     (W)     SCALED    
 BH3173* NAVD 88     -        39.23   (+/-2cm)     128.7    (feet)  VERTCON   
 BH3173  ___________________________________________________________________
 BH3173  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH3173  VERT ORDER  -  THIRD (See Below)
 BH3173
 BH3173.The horizontal coordinates were scaled from a topographic map and have
 BH3173.an estimated accuracy of +/- 6 seconds.
 BH3173
 BH3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3173.The vertical order pertains to the NGVD 29 superseded value.
 BH3173
 BH3173.The geoid height was determined by GEOID03.
 BH3173
 BH3173;                    North         East    Units  Estimated Accuracy
 BH3173;SPC MS E     -   141,300.      322,470.      MT  (+/- 180 meters Scaled)
 BH3173
 BH3173                          SUPERSEDED SURVEY CONTROL
 BH3173
 BH3173  NGVD 29 (08/12/04)   39.21   (m)          128.6    (f) RESET       3  
 BH3173
 BH3173.Superseded values are not recommended for survey control.
 BH3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3173.See file dsdata.txt to determine how the superseded data were derived.
 BH3173
 BH3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV470056(NAD 83)
 BH3173_MARKER: DZ = AZIMUTH MARK DISK
 BH3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3173_SP_SET: CONCRETE POST
 BH3173_STAMPING: BARTON 2 RESET 1992
 BH3173_MARK LOGO: NGS   
 BH3173_PROJECTION: FLUSH
 BH3173_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3173+STABILITY: SURFACE MOTION
 BH3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3173+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 BH3173
 BH3173  HISTORY     - Date     Condition        Report By
 BH3173  HISTORY     - 1992     MONUMENTED       MSHD
 BH3173  HISTORY     - 19920819 GOOD             MSHD
 BH3173
 BH3173                          STATION DESCRIPTION
 BH3173
 BH3173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH3173'8.95 MI (14.40 KM) NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 BH3173'STATE HIGHWAY 614 AT WADE, TO THE MARK ON THE LEFT, 0.15 MI (0.24 KM)
 BH3173'NORTH OF THE BARTON BAPTIST CHURCH, ON THE WEST RIGHT OF WAY OF
 BH3173'HIGHWAY, 170.0 FT (51.8 M) WEST OF THE CENTER OF PRESENT HIGHWAY
 BH3173'(NORTH BOUND LANES), 88.0 FT (26.8 M) SOUTH OF THE CENTER OF GRAVEL
 BH3173'DRIVE, 20.8 FT (6.3 M) EAST SOUTHEAST OF A 4 INCH OAK TREE, 1.5 FT
 BH3173'(0.5 M) NORTH WEST OF POWER POLE NO.201 AND 1.5 FT (0.5 M) SOUTH OF A
 BH3173'CARSONITE.  SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BH3173'GROUND AND ABOUT LEVEL WITH HIGHWAY.
 BH3173
 BH3173                          STATION RECOVERY (1992)
 BH3173
 BH3173'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 BH3173'THE MARK IS LOCATED 10.4 MI (16.7 KM) SOUTH OF LUCEDALE, 5.4 MI (8.7
 BH3173'KM) SOUTHWEST OF AGRACOLA, 3.1 MI (5.0 KM) NORTH OF THE JACKSON-GEORGE
 BH3173'COUNTY LINE, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 63.
 BH3173'TO REACH FROM THE POST OFFICE IN LUCEDALE, GO WEST ON U.S. HIGHWAY 98
 BH3173'FOR O.25 MI TO THE JUNCTION OF STATE HIGHWAY 26, TURN LEFT AND GO
 BH3173'SOUTH ON STATE HIGHWAY 26 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE
 BH3173'HIGHWAY 63, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 9.6 MI
 BH3173'(15.4 KM) TO THE MARK ON THE RIGHT.
 BH3173'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED---BARTON 2 RESET
 BH3173'1992---SURFACE DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH
 BH3173'THE GROUND.  IT IS 170.0 FT (51.8 M) WEST OF THE CENTER OF THE PRESENT
 BH3173'HIGHWAY (NORTH BOUND LANES), 88.0 FT (26.8 M) SOUTH OF THE CENTER OF A
 BH3173'GRAVEL DRIVE, 20.8 FT (6.3 M) EAST SOUTHEAST OF A 4-INCH OAK TREE, 1.5
 BH3173'FT (0.5 M) NORTHWEST OF POWER POLE NO.201 AND 1.5 FT (0.5 M) SOUTH OF
 BH3173'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0631 ***********************************************************************
 BH0631  DESIGNATION -  BARTON 2 RESET
 BH0631  PID         -  BH0631
 BH0631  STATE/COUNTY-  MS/GEORGE
 BH0631  USGS QUAD   -  AGRICOLA (1982)
 BH0631
 BH0631                         *CURRENT SURVEY CONTROL
 BH0631  ___________________________________________________________________
 BH0631* NAD 83(1993)-  30 46 51.42346(N)    088 35 52.29270(W)     NO CHECK  
 BH0631* NAVD 88     -        45.42   (+/-2cm)     149.0    (feet)  VERTCON   
 BH0631  ___________________________________________________________________
 BH0631  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH0631  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH0631  HORZ ORDER  -  THIRD
 BH0631  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0631
 BH0631.The horizontal coordinates were established by classical geodetic methods
 BH0631.and adjusted by the National Geodetic Survey in May 1994.
 BH0631.No horizontal observational check was made to the station.
 BH0631
 BH0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0631.The vertical order pertains to the NGVD 29 superseded value.
 BH0631
 BH0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0631
 BH0631.The geoid height was determined by GEOID03.
 BH0631
 BH0631;                    North         East     Units Scale Factor Converg.
 BH0631;SPC MS E     -   142,016.212   322,538.939   MT  0.99995626   +0 07 13.8
 BH0631;SPC MS E     -   465,931.52  1,058,196.50   sFT  0.99995626   +0 07 13.8
 BH0631;UTM  16      - 3,406,417.457   347,101.608   MT  0.99988839   -0 49 04.3
 BH0631
 BH0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0631!SPC MS E     -   0.99999738  x   0.99995626  =   0.99995364
 BH0631!UTM  16      -   0.99999738  x   0.99988839  =   0.99988577
 BH0631
 BH0631|---------------------------------------------------------------------|
 BH0631| PID    Reference Object                     Distance      Geod. Az  |
 BH0631|                                                           dddmmss.s |
 BH0631| BH0632 BARTON RM 1                          26.035 METERS 02252     |
 BH0631| BH0633 BARTON 2 RM 3                        24.723 METERS 18048     |
 BH0631| BH0629 BARTON 2 AZ MK                      APPROX. 0.8 KM 1821458.8 |
 BH0631| BH0630 BARTON RESET                          4.826 METERS 27002     |
 BH0631|---------------------------------------------------------------------|
 BH0631
 BH0631                          SUPERSEDED SURVEY CONTROL
 BH0631
 BH0631  NAD 83(1993)-  30 46 51.43402(N)    088 35 52.28629(W) AD(       ) 3
 BH0631  NAD 83(1986)-  30 46 51.44380(N)    088 35 52.29085(W) AD(       ) 3
 BH0631  NAD 27      -  30 46 50.75800(N)    088 35 52.20100(W) AD(       ) 3
 BH0631  NGVD 29 (??/??/??)   45.405  (m)          148.97   (f) ADJUSTED    2 2
 BH0631
 BH0631.Superseded values are not recommended for survey control.
 BH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0631.See file dsdata.txt to determine how the superseded data were derived.
 BH0631
 BH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4710206417(NAD 83)
 BH0631_MARKER: DS = TRIANGULATION STATION DISK
 BH0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0631_STAMPING: BARTON 2 1957 1971
 BH0631_MARK LOGO: CGS   
 BH0631_PROJECTION: FLUSH
 BH0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0631+STABILITY: SURFACE MOTION
 BH0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0631+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 BH0631
 BH0631  HISTORY     - Date     Condition        Report By
 BH0631  HISTORY     - 1971     MONUMENTED       NGS
 BH0631  HISTORY     - 1973     GOOD             MSHD
 BH0631  HISTORY     - 1980     GOOD             MSSU
 BH0631  HISTORY     - 19920819 GOOD             MSHD
 BH0631
 BH0631                          STATION DESCRIPTION
 BH0631
 BH0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH0631'THE STATION WAS VISITED 11-11-71 AND THE SUBSURFACE MARK, REFERENCE
 BH0631'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION, R.M.
 BH0631'NO. 3 WAS FOUND DISTURBED SLIGHTLY.  THE MEASUREMENT IS NOW 81.11
 BH0631'FEET RATHER THAN 80.96 IN 1957 AND THE ANGLE FROM THE AZIMUTH
 BH0631'MARK FAILED TO CHECK BY 2 MINUTES AND 54 SECONDS.  A NEW SURFACE MARK
 BH0631'SET AT THE STATION.  THE CONCRETE MONUMENT FOR STATION
 BH0631'BARTON 1943 WAS FOUND.  A NEW DISK WAS SET FOR THE SURFACE MARK.  THE
 BH0631'REFERENCE MARKS AND THE AZIMUTH MARK WERE OBSERVED FROM
 BH0631'STATION BARTON 1943 1971, AS WELL AS AZIMUTH DETERMINED FROM
 BH0631'THE AZIMUTH MARK MAKING BARTON A COMPLETE STATION AGAIN.  THE
 BH0631'DISTANCE WAS MEASURED TO BOTH STATION FROM THE AZIMUTH MARK,
 BH0631'PUTTING A POSITION ON THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 BH0631'
 BH0631'THE STATION IS LOCATED 9.9 MILES SOUTH OF LUCEDALE ON THE EAST
 BH0631'RIGHT-OF-WAY OF STATE HIGHWAY 63, BORDERING PROPERTY OWNED BY
 BH0631'MR. WALLACE BARTON, 0.15 MILE NORTH OF A CROSSROAD, 5 MILES SOUTHWEST
 BH0631'OF AGRACOLA, AND 3.5 MILE NORTH OF THE JACKSON-GEORGE COUNTY LINE,
 BH0631'IN THE SOUTHWEST 1/4 OF SECTION 16, T3S, R6W.  IT IS 50 FEET NORTH OF
 BH0631'THE CENTERLINE OF STATE HIGHWAY 63, 49 FEET SOUTH OF THE CENTER
 BH0631'OF THE DRIVEWAY, 63 FEET SOUTH OF A POWER POLE, 113 FEET SOUTHWEST OF
 BH0631'THE SOUTHWEST CORNER OF THE PORCH OF THE HOUSE, 41 FEET
 BH0631'SOUTHWEST OF A 4-FOOT OAK TREE, 69 FEET WEST-SOUTHWEST OF THE
 BH0631'NORTHWEST CORNER OF THE BARN AND 14.5 FEET SOUTH OF THE PROJECTED
 BH0631'PLANE OF THE SOUTH WALL OF THE HOUSE WEST OF THE HIGHWAY, 1 FOOT
 BH0631'WEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 BH0631'STAMPED BARTON 2 1957 1971, FLUSH WITH THE GROUND.
 BH0631'
 BH0631'REFERENCE MARK NO. 1 IS 85.42 FEET NORTH-NORTHEAST OF THE STATION, 27
 BH0631'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AND ON THE
 BH0631'PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 83 FEET EAST OF THE
 BH0631'CENTER OF THE ROAD, 39 FEET NORTHEAST OF A POWER POLE, AND
 BH0631'48 FEET NORTH OF A LARGE OAK TREE.  IT IS A REFERENCE MARK DISK
 BH0631'STAMPED BARTON NO. 1 1943, PROJECTING 8 INCHES.
 BH0631'
 BH0631'REFERENCE MARK NO. 3 IS 81.11 FEET SOUTH OF THE STATION, 50 FEET EAST
 BH0631'OF THE CENTER OF HIGHWAY 63, 144 FEET SOUTH OF A POWER POLE, 114
 BH0631'FEET SOUTH-SOUTHWEST OF A 4-FOOT OAK TREE, 103.5 FEET NORTHEAST OF A
 BH0631'POWER POLE NO. 129, 86 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BH0631'OF A BARN, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BH0631'REFERENCE MARK DISK STAMPED BARTON 2 NO. 3 1957 PROJECTING 6
 BH0631'INCHES.
 BH0631'
 BH0631'THE AZIMUTH MARK IS 2593.87 FEET SOUTH OF THE STATION, IN THE
 BH0631'NORTHWEST CORNER OF THE FRONT YARD OF A SMALL HOUSE PAINTED
 BH0631'TWO TONE GREEN, 46.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 38 FEET
 BH0631'NORTH OF THE CENTER OF THE DRIVEWAY, 62 FEET NORTHEAST OF THE
 BH0631'NORTHEAST CORNER OF THE HOUSE, AND 20 FEET NORTH OF THE PROJECTED
 BH0631'PLANE OF THE NORTH WALL OF THE HOUSE, 2.5 FEET WEST OF A POWER
 BH0631'POLE NO. 137, AND 1.5 FEET SOUTH OF A WITNESS POST.  IT IS AN AZIMUTH
 BH0631'MARK DISK STAMPED BARTON 1943.  PROJECTS 6 INCHES
 BH0631'
 BH0631'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST ON
 BH0631'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BH0631'26, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 26 FOR 1.0 MILE TO THE
 BH0631'JUNCTION WITH STATE HIGHWAY 63, TURN LEFT AND GO SOUTH ON
 BH0631'STATE HIGHWAY 63 FOR 9.15 MILES TO THE STATION ON THE LEFT, CONTINUE
 BH0631'SOUTH ON STATE HIGHWAY 65 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 BH0631'RIGHT.
 BH0631'
 BH0631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 9.9 MILES SOUTH OF
 BH0631'LUCEDALE.
 BH0631
 BH0631                          STATION RECOVERY (1973)
 BH0631
 BH0631'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0631'10.1 MI N FROM WADE.
 BH0631'THE MARK IS LOCATED 10.1 MILES NORTH OF WADE NEAR THE EAST ROW OF
 BH0631'STATE HIGHWAY 63, 10.2 MILES SOUTH OF LUCEDALE, 3.2 MILES NORTH OF THE
 BH0631'GEORGE-JACKSON COUNTY LINE, 0.15 MILE NORTH OF THE BARTON CROSSROAD IN
 BH0631'THE SW CORNER OF SECTION 16, T 3S, R 6W.  IT IS 15.82 FEET EAST OF
 BH0631'TRIANGULATION STATION BARTON, 50 FEET EAST OF THE CENTER OF HIGHWAY
 BH0631'63, 49 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 63 FEET SOUTH OF A
 BH0631'POWER POLE WITH A GUY WIRE, 113 FEET SW OF THE SW CORNER OF THE PORCH
 BH0631'OF A FRAME HOUSE, 41 FEET SW OF A 4 FOOT OAK, 69 FEET WSW OF THE NW
 BH0631'CORNER OF A BARN, 14.5 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH
 BH0631'WALL OF A FRAME HOUSE ON THE WEST SIDE OF THE HIGHWAY, 1 FOOT EAST OF
 BH0631'A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BH0631'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. TO
 BH0631'REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO NORTH
 BH0631'ON STATE HIGHWAY 63 FOR 9.05 MILES TO A CROSSROAD. CONTINUE NORTH ON
 BH0631'HIGHWAY 63 FOR 0.15 MILE TO THE MARK ON THE RIGHT. THE MARK ALSO CAN
 BH0631'BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 63 AND 26 ABOUT 1 MILE
 BH0631'SOUTH OF LUCEDALE BY GOING SOUTH ON HIGHWAY 63 FOR 9.1 MILES TO THE
 BH0631'MARK ON THE LEFT.
 BH0631
 BH0631                          STATION RECOVERY (1980)
 BH0631
 BH0631'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH0631'STATION RECOVERED IN GOOD CONDITION.
 BH0631
 BH0631                          STATION RECOVERY (1992)
 BH0631
 BH0631'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 BH0631'THE STATION IS LOCATED 10.0 MI (16.1 KM) SOUTH OF LUCEDALE, 5.0 MI
 BH0631'(8.0 KM) SOUTHWEST OF AGRACOLA, 3.5 MI (5.6 KM) NORTH OF THE
 BH0631'JACKSON-GEORGE COUNTY LINE, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY
 BH0631'63.
 BH0631'TO REACH FROM THE POST OFFICE IN LUCEDALE, GO WEST ON U.S. HIGHWAY 98
 BH0631'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF STATE HIGHWAY 26, TURN LEFT
 BH0631'AND GO SOUTH ON STATE HIGHWAY 26 FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 BH0631'OF STATE HIGHWAY 63, TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 63
 BH0631'FOR 9.2 MI (14.8 KM) TO THE STATION ON THE LEFT.
 BH0631'STATION IS A STANDARD DISK STAMPED---BARTON 2 1957 1971---SET IN TOP
 BH0631'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 122.0 FT (37.2
 BH0631'M) NORTH OF A POWER POLE WITH GUY WIRE, 50.0 FT (15.2 M) EAST OF THE
 BH0631'CENTER OF THE NORTH BOUND LANES OF HIGHWAY 63, 42.0 FT (12.8 M) SOUTH
 BH0631'OF THE CENTER OF ABANDON DRIVEWAY, 41.0 FT (12.5 M) SOUTHWEST OF A
 BH0631'72-INCH OAK TREE, 15.82 FT (4.82 M) EAST OF STATION BARTON 1941 1971
 BH0631'AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0633 ***********************************************************************
 BH0633  DESIGNATION -  BARTON 2 RM 3
 BH0633  PID         -  BH0633
 BH0633  STATE/COUNTY-  MS/GEORGE
 BH0633  USGS QUAD   -  AGRICOLA (1982)
 BH0633
 BH0633                         *CURRENT SURVEY CONTROL
 BH0633  ___________________________________________________________________
 BH0633* NAD 83(1986)-  30 46 51.     (N)    088 35 52.     (W)     SCALED    
 BH0633* NAVD 88     -        45.42   (+/-2cm)     149.0    (feet)  VERTCON   
 BH0633  ___________________________________________________________________
 BH0633  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH0633  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0633
 BH0633.The horizontal coordinates were scaled from a topographic map and have
 BH0633.an estimated accuracy of +/- 6 seconds.
 BH0633
 BH0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0633.The vertical order pertains to the NGVD 29 superseded value.
 BH0633
 BH0633.The geoid height was determined by GEOID03.
 BH0633
 BH0633;                    North         East    Units  Estimated Accuracy
 BH0633;SPC MS E     -   142,000.      322,550.      MT  (+/- 180 meters Scaled)
 BH0633
 BH0633                          SUPERSEDED SURVEY CONTROL
 BH0633
 BH0633  NGVD 29 (??/??/??)   45.410  (m)          148.98   (f) ADJUSTED    2 2
 BH0633
 BH0633.Superseded values are not recommended for survey control.
 BH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0633.See file dsdata.txt to determine how the superseded data were derived.
 BH0633
 BH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV471064(NAD 83)
 BH0633_MARKER: DR = REFERENCE MARK DISK
 BH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0633_STAMPING: BARTON 2 NO 3 1957
 BH0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0633+STABILITY: SURFACE MOTION
 BH0633
 BH0633  HISTORY     - Date     Condition        Report By
 BH0633  HISTORY     - 1957     MONUMENTED       CGS
 BH0633  HISTORY     - 1973     GOOD             MSHD
 BH0633
 BH0633                          STATION DESCRIPTION
 BH0633
 BH0633'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0633'10.1 MI N FROM WADE.
 BH0633'THE MARK IS LOCATED 10.1 MILES NORTH OF WADE ON THE EAST ROW OF STATE
 BH0633'HIGHWAY 63, 10.2 MILES SOUTH OF LUCEDALE, 3.2 MILES NORTH OF THE
 BH0633'GEORGE-JACKSON COUNTY LINE, 0.15 MILE NORTH OF THE BARTON CROSSROAD IN
 BH0633'THE SW CORNER OF SECTION 16, T 3S, R 6W.  IT IS 82.43 FEET SSE OF
 BH0633'BARTON, 81.11 FEET SSE OF BARTON 2, 50 FEET EAST OF THE CENTER OF
 BH0633'HIGHWAY 63, 144 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 114 FEET
 BH0633'SSW OF A 4 FOOT OAK, 103 FEET NE OF POWER POLE NO. 129, 86 FEET SW OF
 BH0633'THE SW CORNER OF A BARN, 1 FOOT EAST OF A METAL WITNESS POST SET IN
 BH0633'THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE HIGHWAY
 BH0633'AND PROJECTS 4 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 BH0633'613 AND 63 AT WADE GO NORTH ON HIGHWAY 63 FOR 9.05 MILES TO A
 BH0633'CROSSROAD.  CONTINUE NORTH ON HIGHWAY 63 FOR 0.15 MILE TO THE MARK ON
 BH0633'THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE
 BH0633'HIGHWAY 63 AND 26 ABOUT 1 MILE SOUTH OF LUCEDALE BY GOING SOUTH ON
 BH0633'HIGHWAY 63 FOR 9.1 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0630 ***********************************************************************
 BH0630  DESIGNATION -  BARTON RESET
 BH0630  PID         -  BH0630
 BH0630  STATE/COUNTY-  MS/GEORGE
 BH0630  USGS QUAD   -  AGRICOLA (1982)
 BH0630
 BH0630                         *CURRENT SURVEY CONTROL
 BH0630  ___________________________________________________________________
 BH0630* NAD 83(1993)-  30 46 51.42356(N)    088 35 52.47420(W)     ADJUSTED  
 BH0630* NAVD 88     -        45.30   (+/-2cm)     148.6    (feet)  VERTCON   
 BH0630  ___________________________________________________________________
 BH0630  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH0630  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH0630  HORZ ORDER  -  SECOND
 BH0630  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0630
 BH0630.The horizontal coordinates were established by classical geodetic methods
 BH0630.and adjusted by the National Geodetic Survey in May 1994.
 BH0630
 BH0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0630.The vertical order pertains to the NGVD 29 superseded value.
 BH0630
 BH0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0630
 BH0630.The geoid height was determined by GEOID03.
 BH0630
 BH0630;                    North         East     Units Scale Factor Converg.
 BH0630;SPC MS E     -   142,016.205   322,534.114   MT  0.99995626   +0 07 13.7
 BH0630;SPC MS E     -   465,931.50  1,058,180.67   sFT  0.99995626   +0 07 13.7
 BH0630;UTM  16      - 3,406,417.529   347,096.783   MT  0.99988840   -0 49 04.4
 BH0630
 BH0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0630!SPC MS E     -   0.99999740  x   0.99995626  =   0.99995366
 BH0630!UTM  16      -   0.99999740  x   0.99988840  =   0.99988580
 BH0630
 BH0630|---------------------------------------------------------------------|
 BH0630| PID    Reference Object                     Distance      Geod. Az  |
 BH0630|                                                           dddmmss.s |
 BH0630| BH0632 BARTON RM 1                          28.268 METERS 03155     |
 BH0630| BH0631 BARTON 2 RESET                        4.826 METERS 09002     |
 BH0630| BH0633 BARTON 2 RM 3                        25.123 METERS 16944     |
 BH0630| AI4237 BARTON AZ MK                                       1812732.4 |
 BH0630| BH0629 BARTON 2 AZ MK                      APPROX. 0.8 KM 1815400.3 |
 BH0630| AI4236 BARTON RM 2                          30.148 METERS 18702     |
 BH0630|---------------------------------------------------------------------|
 BH0630
 BH0630                          SUPERSEDED SURVEY CONTROL
 BH0630
 BH0630  NAD 83(1993)-  30 46 51.43412(N)    088 35 52.46779(W) AD(       ) 2
 BH0630  NAD 83(1986)-  30 46 51.44389(N)    088 35 52.47227(W) AD(       ) 2
 BH0630  NAD 27      -  30 46 50.75800(N)    088 35 52.38200(W) AD(       ) 2
 BH0630  NGVD 29 (??/??/??)   45.282  (m)          148.56   (f) ADJUSTED    2 2
 BH0630
 BH0630.Superseded values are not recommended for survey control.
 BH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0630.See file dsdata.txt to determine how the superseded data were derived.
 BH0630
 BH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4709706418(NAD 83)
 BH0630_MARKER: DS = TRIANGULATION STATION DISK
 BH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0630_STAMPING: BARTON 1943 1971
 BH0630_MARK LOGO: CGS   
 BH0630_PROJECTION: FLUSH
 BH0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0630+STABILITY: SURFACE MOTION
 BH0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0630+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 BH0630
 BH0630  HISTORY     - Date     Condition        Report By
 BH0630  HISTORY     - 1971     MONUMENTED       NGS
 BH0630  HISTORY     - 1973     GOOD             MSHD
 BH0630  HISTORY     - 1980     GOOD             MSSU
 BH0630  HISTORY     - 19920819 GOOD             MSHD
 BH0630
 BH0630                          STATION DESCRIPTION
 BH0630
 BH0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH0630'THE STATION WAS VISITED IN 11-10-71 AND THE UNDERGROUND MARK AND R.M.
 BH0630'NO. 1 WERE FOUND IN GOOD CONDITION.  BARTON 2 1957 WAS FOUND AND
 BH0630'A NEW SURFACE MARK SET FOR THE STATION.  A NEW SURFACE MARK WAS ALSO
 BH0630'SET FOR BARTON 1943.  SINCE THE ROAD CONSTRUCTION IN 1957 DID
 BH0630'NOT DESTROY THE MARK, AN AZIMUTH WAS ESTABLISHED FOR THIS STATION BY
 BH0630'OBSERVING THE ANGLE AT THE AZIMUTH MARK BETWEEN BARTON 1943 AND
 BH0630'BARTON 2 1957.  R.M. NO. 3 WAS MEASURED TO AND A DIRECTION TAKEN AT
 BH0630'THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 BH0630'
 BH0630'THE STATION IS LOCATED 9.9 MILES SOUTH OF LUCEDALE ON THE
 BH0630'EAST-RIGHT-OF-WAY OF STATE HIGHWAY 63, BORDERING PROPERTY OWNED
 BH0630'BY MR. WALLACE BARTON, 0.15 MILE NORTH OF A CROSSROAD, 5 MILES
 BH0630'SOUTHWEST OF AGRACOLA, AND 3.5 MILES NORTH OF THE
 BH0630'JACKSON-GEORGE COUNTY LINE IN THE SOUTHWEST 1/4 OF SEC. 16, T3S, R6W.
 BH0630'IT IS 117 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARTON
 BH0630'1943 1971, FLUSH WITH THE GROUND AND 1 FOOT EAST OF A METAL WITNESS
 BH0630'POST.
 BH0630'
 BH0630'REFERENCE MARK NO. 1 IS 92.73 FEET NORTHEAST OF THE STATION, 27 FEET
 BH0630'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AND ON THE PROJECTED
 BH0630'PLANE OF THE WEST WALL OF THE HOUSE, 83 FEET EAST OF THE CENTER OF
 BH0630'THE ROAD, 39 FEET NORTHEAST OF A POWER POLE AND 48 FEET NORTH
 BH0630'OF A LARGE OAK TREE.  IT IS A REFERENCE MARK DISK STAMPED BARTON NO.
 BH0630'1 1943, PROJECTS 8 INCHES.
 BH0630'
 BH0630'REFERENCE MARK NO. 3 IS 82.43 FEET SOUTH-SOUTHEAST OF THE STATION, 50
 BH0630'FEET EAST OF THE CENTER OF STATE HIGHWAY 63, 144 FEET SOUTH OF
 BH0630'A POWER POLE, 114 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BH0630'BARN AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 BH0630'MARK DISK STAMPED BARTON 2 NO. 3 1957, PROJECTING 6 INCHES.
 BH0630'
 BH0630'THE AZIMUTH MARK IS 2593.28 FEET SOUTH OF THE STATION, IN THE
 BH0630'NORTHWEST CORNER OF THE FRONT YARD OF A SMALL HOUSE PAINTED
 BH0630'TWO TONED GREEN, 46.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 38 FEET
 BH0630'NORTH OF THE CENTER OF THE DRIVEWAY, 62 FEET NORTHEAST OF THE
 BH0630'NORTHEAST CORNER OF THE HOUSE, AND 20 FEET NORTH OF THE PROJECTED
 BH0630'PLANE OF THE NORTH WALL OF THE HOUSE, 2.5 FEET WEST OF A POWER
 BH0630'POLE NO. 137, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS AN
 BH0630'AZIMUTH MARK DISK STAMPED BARTON 1943 PROJECTING 6 INCHES.
 BH0630'
 BH0630'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST ON
 BH0630'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BH0630'26, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 26 FOR 1.0 MILE TO THE
 BH0630'JUNCTION WITH STATE HIGHWAY 63, TURN LEFT AND GO SOUTH ON
 BH0630'STATE HIGHWAY 63 FOR 9.15 MILES TO THE STATION ON THE LEFT, CONTINUE
 BH0630'SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BH0630'
 BH0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 9.9 MILES SOUTH OF
 BH0630'LUCEDALE.
 BH0630
 BH0630                          STATION RECOVERY (1973)
 BH0630
 BH0630'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0630'10.1 MI N FROM WADE.
 BH0630'THE MARK IS LOCATED 10.1 MILES NORTH OF WADE ON THE EAST ROW OF STATE
 BH0630'HIGHWAY 63, 10.2 MILES SOUTH OF LUCEDALE, 0.15 MILE NORTH OF THE
 BH0630'BARTON CROSSROAD, 3.2 MILES NORTH OF THE GEORGE-JACKSON COUNTY LINE IN
 BH0630'THE SW CORNER OF SECTION 16, T 3S, R 6W.  IT IS 15.82 FEET WEST OF
 BH0630'TRIANGULATION STATION BARTON 2, 34.5 FEET EAST OF THE CENTER OF
 BH0630'HIGHWAY 63, 117 FEET SW OF THE SW CORNER OF THE PORCH OF A FRAME
 BH0630'HOUSE, 13 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF A
 BH0630'FRAME HOUSE ON THE WEST SIDE OF THE HIGHWAY, 64.5 FEET SSW OF A POWER
 BH0630'POLE WITH A GUY WIRE, 85 FEET WSW OF THE NW CORNER OF A BARN, 53.5
 BH0630'FEET SW OF A 48 INCH OAK SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 BH0630'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 BH0630'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT
 BH0630'WADE GO NORTH ON STATE HIGHWAY 63 FOR 9.05 MILES TO A CROSSROAD.
 BH0630'CONTINUE NORTH ON HIGHWAY 63 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BH0630'THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 26 AND
 BH0630'63 ABOUT 1 MILE SOUTH OF LUCEDALE BY GOING SOUTH ON STATE HIGHWAY 63
 BH0630'FOR 9.1 MILES TO THE MARK ON THE RIGHT.
 BH0630
 BH0630                          STATION RECOVERY (1980)
 BH0630
 BH0630'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH0630'STATION, RM 1, RM 3 RECOVERED IN GOOD CONDITION.
 BH0630
 BH0630                          STATION RECOVERY (1992)
 BH0630
 BH0630'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 BH0630'THE STATION IS LOCATED 10.0 MI (16.1 KM) SOUTH OF LUCEDALE, 5.0 MI
 BH0630'(8.0 KM) SOUTHWEST OF AGRACOLA, 3.5 MI (5.6 KM) NORTH OF THE
 BH0630'JACKSON-GEORGE COUNTY LINE, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY
 BH0630'63.
 BH0630'TO REACH FROM THE POST OFFICE IN LUCEDALE, GO WEST ON U.S. HIGHWAY 98
 BH0630'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF STATE HIGHWAY 26, TURN LEFT
 BH0630'AND GO SOUTH ON STATE HIGHWAY 26 FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 BH0630'OF STATE HIGHWAY 63, TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 63
 BH0630'FOR 9.2 MI (14.8 KM) TO THE STATION ON THE LEFT.
 BH0630'STATION IS A STANDARD DISK STAMPED---BARTON 1943 1971---SET IN TOP OF
 BH0630'A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 122.0 FT (37.2 M)
 BH0630'NORTH NORTHWEST OF POWER POLE WITH GUY WIRE, 53.4 FT (16.3 M) WEST
 BH0630'SOUTHWEST OF A 72-INCH OAK TREE, 42.0 FT (12.8 M) SOUTH OF THE CENTER
 BH0630'OF ABANDON DRIVEWAY, 34.7 FT (10.6 M) EAST OF THE CENTER OF THE NORTH
 BH0630'BOUND LANES OF HIGHWAY 63 AND 16.0 FT (4.9 M) WEST OF A METAL WITNESS
 BH0630'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0632 ***********************************************************************
 BH0632  DESIGNATION -  BARTON RM 1
 BH0632  PID         -  BH0632
 BH0632  STATE/COUNTY-  MS/GEORGE
 BH0632  USGS QUAD   -  AGRICOLA (1982)
 BH0632
 BH0632                         *CURRENT SURVEY CONTROL
 BH0632  ___________________________________________________________________
 BH0632* NAD 83(1986)-  30 46 51.     (N)    088 35 52.     (W)     SCALED    
 BH0632* NAVD 88     -        45.19   (+/-2cm)     148.3    (feet)  VERTCON   
 BH0632  ___________________________________________________________________
 BH0632  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH0632  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0632
 BH0632.The horizontal coordinates were scaled from a topographic map and have
 BH0632.an estimated accuracy of +/- 6 seconds.
 BH0632
 BH0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0632.The vertical order pertains to the NGVD 29 superseded value.
 BH0632
 BH0632.The geoid height was determined by GEOID03.
 BH0632
 BH0632;                    North         East    Units  Estimated Accuracy
 BH0632;SPC MS E     -   142,000.      322,550.      MT  (+/- 180 meters Scaled)
 BH0632
 BH0632                          SUPERSEDED SURVEY CONTROL
 BH0632
 BH0632  NGVD 29 (??/??/??)   45.179  (m)          148.22   (f) ADJUSTED    2 2
 BH0632
 BH0632.Superseded values are not recommended for survey control.
 BH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0632.See file dsdata.txt to determine how the superseded data were derived.
 BH0632
 BH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV471064(NAD 83)
 BH0632_MARKER: DR = REFERENCE MARK DISK
 BH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0632_STAMPING: BARTON NO 1 1943
 BH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0632+STABILITY: SURFACE MOTION
 BH0632
 BH0632  HISTORY     - Date     Condition        Report By
 BH0632  HISTORY     - 1943     MONUMENTED       CGS
 BH0632  HISTORY     - 1973     GOOD             MSHD
 BH0632
 BH0632                          STATION DESCRIPTION
 BH0632
 BH0632'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0632'10.1 MI N FROM WADE.
 BH0632'THE MARK IS LOCATED 10.1 MILES NORTH OF WADE IN THE YARD OF AN
 BH0632'UNOCCUPIED HOUSE OWNED BY MR. WALLACE BARTON, 10.2 MILES SOUTH OF
 BH0632'LUCEDALE, 3.2 MILES NORTH OF THE GEORGE-JACKSON COUNTY LINE, 0.15 MILE
 BH0632'NORTH OF THE BARTON CROSSROAD IN THE SW CORNER OF SECTION 16, T 3S, R
 BH0632'6W.  IT IS 92.73 FEET NE OF BARTON, 85.42 FEET NNE OF BARTON 2, 83.5
 BH0632'FEET EAST OF THE CENTER OF HIGHWAY 63, 27 FEET SOUTH OF THE SW CORNER
 BH0632'OF A FRAME HOUSE ON THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE,
 BH0632'39 FEET NE OF A POWER POLE WITH A GUY WIRE, 48 FEET NORTH OF A 4 FOOT
 BH0632'OAK, 73 FEET NW OF THE NW CORNER OF A BARN SET IN THE TOP OF AN 11
 BH0632'INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BH0632'AND PROJECTS 8 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 BH0632'614 AND 63 AT WADE GO NORTH ON HIGHWAY 63 FOR 9.05 MILES TO A
 BH0632'CROSSROAD.  CONTINUE NORTH ON HIGHWAY 63 FOR 0.15 MILE TO THE HOUSE
 BH0632'AND THE MARK ON THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE
 BH0632'JUNCTION OF STATE HIGHWAY 63 AND 26 ABOUT 1 MILE SOUTH OF LUCEDALE BY
 BH0632'GOING SOUTH ON HIGHWAY 63 FOR 9.1 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2660 ***********************************************************************
 EH2660  DESIGNATION -  BASS
 EH2660  PID         -  EH2660
 EH2660  STATE/COUNTY-  MS/DE SOTO
 EH2660  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2660
 EH2660                         *CURRENT SURVEY CONTROL
 EH2660  ___________________________________________________________________
 EH2660* NAD 83(1993)-  34 57 07.97059(N)    090 13 48.71625(W)     ADJUSTED  
 EH2660* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 EH2660  ___________________________________________________________________
 EH2660  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 EH2660  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EH2660  HORZ ORDER  -  FIRST
 EH2660
 EH2660.The horizontal coordinates were established by classical geodetic methods
 EH2660.and adjusted by the National Geodetic Survey in May 1994.
 EH2660
 EH2660.The orthometric height was scaled from a topographic map.
 EH2660
 EH2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2660
 EH2660.The geoid height was determined by GEOID03.
 EH2660
 EH2660;                    North         East     Units Scale Factor Converg.
 EH2660;SPC MS W     -   604,576.873   709,419.949   MT  0.99995109   +0 03 32.7
 EH2660;SPC MS W     - 1,983,515.96  2,327,488.62   sFT  0.99995109   +0 03 32.7
 EH2660;SPC AR N     -    70,112.839   561,646.471   MT  0.99999634   +1 01 47.4
 EH2660;SPC AR N     -   230,028.54  1,842,668.46   sFT  0.99999634   +1 01 47.4
 EH2660;UTM  15      - 3,871,247.851   752,929.902   MT  1.00038853   +1 35 15.5
 EH2660
 EH2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2660!SPC MS W     -   0.99999454  x   0.99995109  =   0.99994563
 EH2660!SPC AR N     -   0.99999454  x   0.99999634  =   0.99999088
 EH2660!UTM  15      -   0.99999454  x   1.00038853  =   1.00038306
 EH2660
 EH2660:                Primary Azimuth Mark                     Grid Az
 EH2660:SPC MS W     -  DERICKSON                                136 53 38.2
 EH2660:SPC AR N     -  DERICKSON                                135 55 23.5
 EH2660:UTM  15      -  DERICKSON                                135 21 55.4
 EH2660
 EH2660|---------------------------------------------------------------------|
 EH2660| PID    Reference Object                     Distance      Geod. Az  |
 EH2660|                                                           dddmmss.s |
 EH2660| EH2661 DERICKSON                           APPROX. 9.9 KM 1365710.9 |
 EH2660| CY5232 BASS RM 2                            49.649 METERS 24922     |
 EH2660| EH2659 NORFOLK                              68.245 METERS 25502     |
 EH2660| CY5231 BASS RM 1                            38.393 METERS 35325     |
 EH2660|---------------------------------------------------------------------|
 EH2660
 EH2660                          SUPERSEDED SURVEY CONTROL
 EH2660
 EH2660  NAD 83(1993)-  34 57 07.97219(N)    090 13 48.71886(W) AD(       ) 1
 EH2660  NAD 83(1986)-  34 57 07.98103(N)    090 13 48.71812(W) AD(       ) 1
 EH2660  NAD 27      -  34 57 07.63600(N)    090 13 48.36900(W) AD(       ) 1
 EH2660
 EH2660.Superseded values are not recommended for survey control.
 EH2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2660.See file dsdata.txt to determine how the superseded data were derived.
 EH2660
 EH2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5293071248(NAD 83)
 EH2660_MARKER: DS = TRIANGULATION STATION DISK
 EH2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2660
 EH2660  HISTORY     - Date     Condition        Report By
 EH2660  HISTORY     - 1929     MONUMENTED       CGS
 EH2660  HISTORY     - 1935     GOOD             CGS
 EH2660  HISTORY     - 1967     GOOD             CGS
 EH2660  HISTORY     - 19750410 MARK NOT FOUND   USGS
 EH2660  HISTORY     - 19770401 MARK NOT FOUND   USGS
 EH2660
 EH2660                          STATION DESCRIPTION
 EH2660
 EH2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2660'ABOUT 5.6 MILES SOUTHWEST OF WALLS RAILROAD STATION, 3 MILES
 EH2660'NORTH OF LAKE CORMORANT, AND ON THE BASS PLANTATION.  TO
 EH2660'REACH FROM WALLS RAILROAD STATION, GO SOUTHWEST 4.9 MILES
 EH2660'ON U.S. ROUTE 61 TO COTTON GIN ON WEST SIDE OF ROAD (ABOUT
 EH2660'3 MILES NORTH OF LAKE CORMORANT), TURN ONTO GRAVEL ROAD
 EH2660'AND GO 0.7 MILE TO THE BASS PLANTATION BUILDINGS AND STATION
 EH2660'SITE. STATION IS IN SOUTHEAST CORNER OF BARNYARD, 27 FEET
 EH2660'EAST OF SOUTHEAST CORNER OF BARN, AND 34 FEET NORTH OF CENTER
 EH2660'LINE OF GRAVEL PLANTATION ROAD.  SURFACE AND UNDERGROUND
 EH2660'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EH2660'UPPER MARK IS FLUSH WITH GROUND.  STATION P.B.M. NORFOLK
 EH2660'(M. R. C.) (SEE DESCRIPTION THEREOF) IS 68.25 METERS
 EH2660'(223.9 FEET) FROM STATION, S 75 DEG 02 MIN W.
 EH2660
 EH2660                          STATION RECOVERY (1935)
 EH2660
 EH2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2660'STATION FOUND IN GOOD CONDITION.
 EH2660'
 EH2660'STATION IS 13.8 FEET E OF THE SE CORNER OF A WAGON SHED AND 34
 EH2660'FEET N OF CENTER LINE OF GRAVEL ROAD, AND 3 INCHES UNDERGROUND.
 EH2660'WAGON SHED IS FIRST BUILDING ON THE GRAVEL ROAD AFTER THE
 EH2660'LAST RIGHT ANGLE TURN W.
 EH2660'
 EH2660'TO REACH FROM LAKE CORMORANT GO N ON OLD ROUTE 61 FOR 2.8
 EH2660'MILES TO A COTTON GIN ON THE W SIDE OF THE ROAD.  TURN W
 EH2660'ON THE GRAVEL ROAD AND GO 0.7 MILE TO STATION WHICH IS ON
 EH2660'BASS PLANTATION OWNED BY MR. O.L. COX.
 EH2660
 EH2660                          STATION RECOVERY (1967)
 EH2660
 EH2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH2660'THE STATION WAS VISITED 6-21-67 AND STATION MARK AND PBM
 EH2660'NORFOLK (MRC) WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 EH2660'NO. 1 AND RM NO. 2 WERE ESTABLISHED AT THIS DATE.  THE DISTANCE
 EH2660'TO PBM NORFOLK (MRC) CHECKED THE 1929 MEASUREMENT.  A NEW
 EH2660'DESCRIPTION FOLLOWS-
 EH2660'
 EH2660'THE STATION IS LOCATED 0.75 MILE EAST OF THE MISSISSIPPI RIVER,
 EH2660'5.5 MILES SOUTHWEST OF WALLS, ON THE OLD BASS PLANTATION,
 EH2660'NOW OWNED BY MR. M.W. JOFCO, ABOUT 750 FT. EAST OF THE LARGE
 EH2660'PLANTATION HOME OCCUPIED BY MR. MC BRIDE AT THE SOUTHEAST
 EH2660'CORNER OF A TRIANGLE FORMED BY ROADS NEAR THE SOUTHEAST CORNER
 EH2660'OF A LARGE GREEN BARN WHICH IS SCHEDULED TO BE TORN DOWN,
 EH2660'145 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF THE BLOCK HOUSE
 EH2660'NORTHWEST OF STATION AND ON THE PROJECTED PLANE OF THE
 EH2660'SOUTHWEST WALL OF THE HOUSE, 163 FT. EAST-NORTHEAST OF A 3 FOOT
 EH2660'ELM TREE, 91 FT. SOUTHEAST OF THE CENTERLINE OF ROAD ON
 EH2660'NORTH SIDE OF TRIANGLE, 17 FT. WEST-SOUTHWEST OF THE
 EH2660'CENTERLINE OF ROAD ON EAST SIDE OF TRIANGLE, 35 FT.
 EH2660'NORTH-NORTHWEST OF THE CENTERLINE OF ROAD ON SOUTHWEST
 EH2660'SIDE OF TRIANGLE, 13 FT. SOUTHEAST OF SOUTHEAST CORNER
 EH2660'OF BARN, 27 FT. SOUTHEAST OF THE PROJECTED LINE BETWEEN TWO 3
 EH2660'FOOT OAK TREES.  IT IS A STANDARD TRIANGULATION DISK
 EH2660'STAMPED BASS 1929.
 EH2660'
 EH2660'REFERENCE MARK NO. 1 IS 125.96 FEET NORTH-NORTHWEST OF STATION,
 EH2660'45.5 FT. EAST OF SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE,
 EH2660'1.5 FT. NORTHEAST OF A TELEPHONE POLE, 17 FT. NORTHWEST
 EH2660'OF THE CENTERLINE OF GRAVELED ROAD, 25.5 FT. NORTHEAST OF
 EH2660'PROJECTED PLANE OF NORTHEAST WALL OF BLOCK HOUSE.  IT IS
 EH2660'A STANDARD REFERENCE MARK DISK STAMPED BASS 1929 NO 1 1957,
 EH2660'PROJECTS 1-INCH.
 EH2660'
 EH2660'REFERENCE MARK NO. 2 IS 162.89 FT. SOUTHWEST OF STATION,
 EH2660'5 FT. SOUTHEAST OF THE CENTERLINE OF GRAVELED ROAD AT THE
 EH2660'WEST END OF A TRIANGLE FORMED BY ROADS, 42 FT. NORTHEAST
 EH2660'OF A POWER POLE, 64 FT. NORTHEAST OF A 3 FOOT ELM TREE,
 EH2660'1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 EH2660'REFERENCE MARK DISK STAMPED BASS 1929 NO 2 1967.
 EH2660'
 EH2660'PBM NORFOLK (MRC) IS SOUTHWEST OF STATION, A DISTANCE OF
 EH2660'223.89 FT., 23 FT. SOUTHEAST OF THE CENTERLINE OF GRAVELED
 EH2660'ROAD, 61 FT. WEST-SOUTHWEST OF 3 FOOT ELM TREE, 22 FT. NORTH
 EH2660'OF 3 FOOT ELM TREE, 22 FT. WEST-SOUTHWEST OF TELEPHONE POLE.
 EH2660'IT IS A MISSISSIPPI RIVER COMMISSION BRASS CAP RIVITED ON TOP
 EH2660'OF A 3-INCH IRON PIPE PROJECTING 20-INCHES.  CAP IS STAMPED
 EH2660'NORFOLK BM 1908.
 EH2660'
 EH2660'NO AZIMUTH MARK FOR THIS STATION.
 EH2660'
 EH2660'TO REACH THE STATION FROM THE POST OFFICE AND CODYS STORE
 EH2660'IN LAKE CORMORANT, GO WEST ON (STAR LANDING ROAD) FOR 0.3
 EH2660'MILE TO A CROSS ROAD, TURN RIGHT ON OLD U.S. HIGHWAY 61
 EH2660'AND GO NORTH FOR 3.1 MILE TO A SIDE ROAD, AND A COTTON GIN
 EH2660'ON THE LEFT, TURN LEFT AND GO 0.25 MILE TO A CROSS ROAD,
 EH2660'TURN RIGHT AND GO NORTH FOR 0.3 MILE TO A SIDE ROAD LEFT,
 EH2660'TURN LEFT AND GO WEST FOR 0.35 MILE TO THE STATION ON THE
 EH2660'RIGHT IN THE SOUTHEAST CORNER OF A TRIANGLE FORMED BY ROADS.
 EH2660'
 EH2660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.75 MILES
 EH2660'NORTH OF LAKE CORMORANT.
 EH2660
 EH2660                          STATION RECOVERY (1975)
 EH2660
 EH2660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTF)
 EH2660'MARK NOT FOUND.
 EH2660
 EH2660                          STATION RECOVERY (1977)
 EH2660
 EH2660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (CWH)
 EH2660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1672 ***********************************************************************
 BV1672  DESIGNATION -  BASSFIELD MUNICIPAL TANK
 BV1672  PID         -  BV1672
 BV1672  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1672  USGS QUAD   -  BASSFIELD (1974)
 BV1672
 BV1672                         *CURRENT SURVEY CONTROL
 BV1672  ___________________________________________________________________
 BV1672* NAD 83(1993)-  31 29 49.33718(N)    089 44 35.01171(W)     ADJUSTED  
 BV1672* NAVD 88     -              **(meters)            **(feet)            
 BV1672  ___________________________________________________________________
 BV1672  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BV1672  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BV1672  HORZ ORDER  -  THIRD
 BV1672
 BV1672.The horizontal coordinates were established by classical geodetic methods
 BV1672.and adjusted by the National Geodetic Survey in May 1994.
 BV1672
 BV1672
 BV1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1672
 BV1672.The geoid height was determined by GEOID03.
 BV1672
 BV1672;                    North         East     Units Scale Factor Converg.
 BV1672;SPC MS W     -   221,533.374   756,076.868   MT  0.99998877   +0 18 30.2
 BV1672;SPC MS W     -   726,814.08  2,480,562.19   sFT  0.99998877   +0 18 30.2
 BV1672;SPC MS E     -   221,740.943   213,573.903   MT  1.00004209   -0 28 31.2
 BV1672;SPC MS E     -   727,495.08    700,700.38   sFT  1.00004209   -0 28 31.2
 BV1672;UTM  16      - 3,487,948.400   239,453.540   MT  1.00043736   -1 26 02.2
 BV1672
 BV1672                          SUPERSEDED SURVEY CONTROL
 BV1672
 BV1672  NAD 83(1986)-  31 29 49.35132(N)    089 44 35.00983(W) AD(       ) 4
 BV1672  NAD 27      -  31 29 48.74100(N)    089 44 34.73700(W) AD(       ) 3
 BV1672
 BV1672.Superseded values are not recommended for survey control.
 BV1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1672.See file dsdata.txt to determine how the superseded data were derived.
 BV1672
 BV1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3945487948(NAD 83)
 BV1672_MARKER: 53 = ELEVATED TANK
 BV1672
 BV1672  HISTORY     - Date     Condition        Report By
 BV1672  HISTORY     - 1939     FIRST OBSERVED   CGS
 BV1672  HISTORY     - 1955     GOOD             CGS
 BV1672  HISTORY     - 1972     GOOD             MSHD
 BV1672  HISTORY     - 1974     GOOD             USGS
 BV1672
 BV1672                          STATION DESCRIPTION
 BV1672
 BV1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1672'THIS IS THE STEEL WATER TANK IN THE TOWN OF BASSFIELD. IT IS ABOUT
 BV1672'100 FEET HIGH AND IS PAINTED BLACK. THE TANK WAS NOT VISITED.
 BV1672'
 BV1672'THE FINIAL WAS OBSERVED UPON TRIANGULATION STATIONS MELBA,
 BV1672'BLACKWELL, AND PRICE 1934.
 BV1672
 BV1672                          STATION RECOVERY (1955)
 BV1672
 BV1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1672'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION. THE TANK IS NOW
 BV1672'PAINTED SILVER. IT IS 1 BLOCK NORTH-NORTHWEST OF THE RAILROAD
 BV1672'STATION IN BASSFIELD, DIRECTLY BEHIND A CONCRETE BLOCK BUILDING NOW
 BV1672'OCCUPIED BY THE CITY DRY CLEANERS. IT IS A FOUR LEGGED
 BV1672'STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP, WITH AN
 BV1672'OVER-ALL HEIGHT OF 100 FEET.
 BV1672'
 BV1672'NOTE-- A SMALLER TANK OWNED BY THE UALATEX MILLS INC. IS LOCATED
 BV1672'IN THE NORTHEAST EDGE OF BASSFIELD.
 BV1672
 BV1672                          STATION RECOVERY (1972)
 BV1672
 BV1672'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1672'THE STATION WAS VISITED 7-12-72 AND WAS FOUND TO BE STANDING AND
 BV1672'IN GOOD CONDITION.
 BV1672'
 BV1672'THE STATION IS LOCATED ABOUT 1 BLOCK WEST OF THE CENTER OF BASSFIELD
 BV1672'ABOUT 200 FEET NORTH OF THE ICRR TRACK IN THE NE 1/4 OF THE SE
 BV1672'1/4 OF SECTION 7, T 6N, R 17W. IT IS A TANK ATOP A FOUR LEGGED
 BV1672'STEEL STRUCTURE SILVER IN COLOR AND IS ABOUT 100 FEET HIGH. THE
 BV1672'FINAL WAS THE POINT OBSERVED.
 BV1672'
 BV1672'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 35
 BV1672'AND 42 AT THE WEST EDGE OF BASSFIELD GO SE ON STATE HIGHWAY 42
 BV1672'FOR 0.7 MILE TO THE CATHOLIC CHURCH ON THE RIGHT AND A SIDE ROAD
 BV1672'LEFT. TURN LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 0.15
 BV1672'MILE TO THE SIDE STREET AND THE TANK STRIAGHT AHEAD.
 BV1672
 BV1672                          STATION RECOVERY (1974)
 BV1672
 BV1672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 BV1672'STATION WAS FOUND IN GOOD CONDITION
 BV1672'
 BV1672'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1811 ***********************************************************************
 EG1811  DESIGNATION -  BATESVILLE
 EG1811  PID         -  EG1811
 EG1811  STATE/COUNTY-  MS/PANOLA
 EG1811  USGS QUAD   -  BATESVILLE (1982)
 EG1811
 EG1811                         *CURRENT SURVEY CONTROL
 EG1811  ___________________________________________________________________
 EG1811* NAD 83(1993)-  34 17 42.79159(N)    089 56 18.52879(W)     ADJUSTED  
 EG1811* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 EG1811  ___________________________________________________________________
 EG1811  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EG1811  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EG1811  HORZ ORDER  -  FIRST
 EG1811
 EG1811.The horizontal coordinates were established by classical geodetic methods
 EG1811.and adjusted by the National Geodetic Survey in May 1994.
 EG1811
 EG1811.The orthometric height was scaled from a topographic map.
 EG1811
 EG1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1811
 EG1811.The geoid height was determined by GEOID03.
 EG1811
 EG1811;                    North         East     Units Scale Factor Converg.
 EG1811;SPC MS W     -   531,763.438   736,350.030   MT  0.99996628   +0 13 20.9
 EG1811;SPC MS W     - 1,744,627.21  2,415,841.72   sFT  0.99996628   +0 13 20.9
 EG1811;UTM  16      - 3,798,800.074   229,536.460   MT  1.00050179   -1 39 24.2
 EG1811;UTM  15      - 3,799,134.608   781,792.228   MT  1.00057893   +1 43 34.2
 EG1811
 EG1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1811!SPC MS W     -   0.99998784  x   0.99996628  =   0.99995412
 EG1811!UTM  16      -   0.99998784  x   1.00050179  =   1.00048962
 EG1811!UTM  15      -   0.99998784  x   1.00057893  =   1.00056676
 EG1811
 EG1811:                Primary Azimuth Mark                     Grid Az
 EG1811:SPC MS W     -  BATESVILLE RADIO STATION KKB 224 MAST    005 56 13.5
 EG1811:UTM  16      -  BATESVILLE RADIO STATION KKB 224 MAST    007 48 58.6
 EG1811:UTM  15      -  BATESVILLE RADIO STATION KKB 224 MAST    004 26 00.2
 EG1811
 EG1811|---------------------------------------------------------------------|
 EG1811| PID    Reference Object                     Distance      Geod. Az  |
 EG1811|                                                           dddmmss.s |
 EG1811| EG1810 BATESVILLE RADIO STATION KKB 224 MA APPROX. 2.0 KM 0060934.4 |
 EG1811| CG3184 BATESVILLE RM 1                      23.970 METERS 01718     |
 EG1811| EG1809 BATESVILLE LOOKOUT TOWER            APPROX. 2.9 KM 0570549.8 |
 EG1811| CG3185 BATESVILLE RM 2                      45.997 METERS 11907     |
 EG1811| CG3183 BATESVILLE AZ MK                                   1234546.6 |
 EG1811| EG1813 BATESVILLE RAD STA WBLE MAST        APPROX. 4.0 KM 2815647.1 |
 EG1811|---------------------------------------------------------------------|
 EG1811
 EG1811                          SUPERSEDED SURVEY CONTROL
 EG1811
 EG1811  NAD 83(1986)-  34 17 42.80251(N)    089 56 18.52713(W) AD(       ) 1
 EG1811  NAD 27      -  34 17 42.41400(N)    089 56 18.20000(W) AD(       ) 1
 EG1811
 EG1811.Superseded values are not recommended for survey control.
 EG1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1811.See file dsdata.txt to determine how the superseded data were derived.
 EG1811
 EG1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2953698800(NAD 83)
 EG1811_MARKER: DS = TRIANGULATION STATION DISK
 EG1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1811
 EG1811  HISTORY     - Date     Condition        Report By
 EG1811  HISTORY     - 1956     MONUMENTED       CGS
 EG1811  HISTORY     - 1967     SEE DESCRIPTION  MSHD
 EG1811  HISTORY     - 1981     GOOD             LOCSUR
 EG1811
 EG1811                          STATION DESCRIPTION
 EG1811
 EG1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1811'STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHEAST OF BATESVILLE, 0.5
 EG1811'MILE SOUTHEAST OF THE
 EG1811'SOUTH SIDE CHEVROLET COMPANY ON U S HIGHWAY 51,
 EG1811'APPROXIMATELY 35 YARDS SOUTHEAST OF
 EG1811'AN UNDERGROUND CABLE CROSSING OF
 EG1811'THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY, AT THE
 EG1811'NORTH EDGE OF
 EG1811'SECTION 21, T 9 S, R 7 W AND ON PROPERTY OF THE SOUTH SIDE CHEVROLET
 EG1811'COMPANY.
 EG1811'
 EG1811'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE
 EG1811'HIGHWAY 6 IN BATESVILLE, GO
 EG1811'SOUTH ON U S HIGHWAY 51 FOR 0.9 MILE TO CROSSROAD,
 EG1811'(CROSSROAD IS 0.1 MILE SOUTH OF
 EG1811'THE SOUTH SIDE CHEVROLET COMPANY.)
 EG1811'TURN LEFT AND GO EASTERLY ON HARD SURFACE ROAD FOR
 EG1811'0.5 MILE TO A
 EG1811'GRAVEL DRIVEWAY ON THE RIGHT LEADING TO A BARN, (CONTINUE EASTERLY ON
 EG1811'HARD SURFACE ROAD
 EG1811'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 EG1811'TURN RIGHT AND GO SOUTHEAST ON
 EG1811'GRAVEL DRIVEWAY FOR APPROXIMATELY 35
 EG1811'YARDS TO THE STATION ON THE RIGHT.
 EG1811'
 EG1811'STATION MARKS, ARE STANDARD DISKS, STAMPED BATESVILLE 1956.  THE
 EG1811'SURFACE MARK IS SET IN THE
 EG1811'TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 EG1811'GROUND.  IT IS 119 FEET SOUTH OF
 EG1811'THE CENTER OF THE HARD SURFACE ROAD,
 EG1811'127 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EG1811'BARN, 49 FEET
 EG1811'WEST-NORTHWEST OF THE CENTER OF A WOODEN GATE AND 23 FEET
 EG1811'SOUTHWEST OF THE
 EG1811'CENTER OF THE DRIVEWAY.  THE UNDERGROUND STATION MARK DISK IS
 EG1811'SET IN AN IRREGULAR MASS
 EG1811'OF CONCRETE 32 INCHES BELOW THE GROUND.
 EG1811'
 EG1811'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED BATESVILLE NO 1 1956,
 EG1811'SET IN THE TOP OF A
 EG1811'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 52 FEET
 EG1811'WEST OF A FENCE CORNER, 41
 EG1811'FEET SOUTH OF THE CENTER OF A HARD SURFACE
 EG1811'ROAD, 48 FEET EAST OF THE CENTER OF THE
 EG1811'GRAVEL DRIVEWAY AND 1 FOOT
 EG1811'EAST OF A WHITE WITNESS POST.
 EG1811'
 EG1811'REFERENCE MARK NO 2, A STANDARD DISK, STAMPED BATESVILLE NO 2 1956,
 EG1811'SET IN THE TOP OF A
 EG1811'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 85 FEET
 EG1811'SOUTH OF THE RIGHT-OF-WAY
 EG1811'FENCE LINE, 40 FEET NORTH-NORTHEAST OF THE
 EG1811'NORTHWEST CORNER OF THE BARN, 26 FEET
 EG1811'NORTH-NORTHWEST OF THE
 EG1811'NORTHEAST CORNER OF THE BARN AND 1 FOOT WEST OF A WOODEN
 EG1811'FENCE.
 EG1811'
 EG1811'AZIMUTH MARK, A STANDARD DISK, STAMPED BATESVILLE 1956, SET IN THE
 EG1811'TOP OF A CONCRETE
 EG1811'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 50 FEET NORTHEAST
 EG1811'OF THE CENTER OF A HARD
 EG1811'SURFACE ROAD, 29 FEET NORTHWEST OF THE
 EG1811'T-INTERSECTION OF THE FENCE LINES, 2 FEET
 EG1811'NORTHWEST OF A WHITE
 EG1811'WITNESS POST, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE
 EG1811'LINE AND
 EG1811'APPROXIMATELY 0.05 MILE NORTHWEST OF A FARM DRIVEWAY.
 EG1811'
 EG1811'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EG1811
 EG1811                          STATION RECOVERY (1967)
 EG1811
 EG1811'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1811'THE STATION WAS VISITED 2-8-67 AND ALL MARKS WERE FOUND IN GOOD
 EG1811'CONDITION.
 EG1811'
 EG1811'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF
 EG1811'BATESVILLE, 0.9 MILE
 EG1811'WEST-NORTHWEST OF INTERSTATE 55 ON PROPERTY OWNED BY SOUTH SIDE
 EG1811'CHEVROLET COMPANY AND
 EG1811'IS IN THE NE QUARTER OF SECTION 21, T9S, R7W.
 EG1811'
 EG1811'TO REACH FROM THE THIRD DISTRICT OFFICE OF THE MISSISSIPPI HIGHWAY
 EG1811'PATROL IN BATESVILLE GO
 EG1811'SOUTH ON U S HIGHWAY 51 FOR 0.25 MILE TO THE
 EG1811'INTERSECTION OF MISSISSIPPI
 EG1811'HIGHWAY 6.  CONTINUE SOUTH ON U S HIGHWAY
 EG1811'51 FOR 0.95 MILE TO A CROSSROADS.  TURN LEFT
 EG1811'(EAST) AND CONTINUE ON A
 EG1811'BLACKTOP ROAD FOR 0.45 MILE TO A DRIVEWAY LEADING INTO A BARN
 EG1811'YARD AND THE
 EG1811'STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 EG1811'CONTINUE (SOUTHEAST) ON A
 EG1811'BLACKTOP ROAD FOR 0.55 MILE TO THE AZIMUTH
 EG1811'ON THE LEFT AS DESCRIBED.
 EG1811'
 EG1811'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF AN 11 INCH
 EG1811'SQUARE CONCRETE
 EG1811'POSTS.
 EG1811'
 EG1811'THE STATION DISK IS STAMPED BATESVILLE 1956 AND IS FLUSH WITH THE
 EG1811'GROUND.  IT IS 117.5 FEET
 EG1811'SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD, 85.5 FEET
 EG1811'SOUTHWEST OF A T FENCE CORNER
 EG1811'FORMED BY THE CORAL, 90 FEET SOUTH OF
 EG1811'THE CENTER OF THE DOUBLE GATE AT THE ENTRANCE TO
 EG1811'THE LOT, 77.5 FEET
 EG1811'SOUTHWEST OF A RIGHT OF WAY FENCE, 32.4 FEET SOUTH OF THE NORTHEAST
 EG1811'POST OF THE
 EG1811'EQUIPMENT SHED, 23.2 FEET EAST OF THE SOUTHEAST POST OF
 EG1811'THE EQUIPMENT SHED, AND 22
 EG1811'FEET WEST OF THE CENTER OF THE DRIVEWAY.
 EG1811'
 EG1811'RM 1 IS 53.8 FEET NORTHEAST OF THE NORTHEAST POST OF THE EQUIPMENT
 EG1811'SHED, 51.5 FEET WEST OF A
 EG1811'T FENCE CORNER, 39 FEET SOUTHWEST OF THE CENTER OF A
 EG1811'BLACKTOP ROAD, 36 FEET NORTHEAST
 EG1811'OF THE CENTER OF THE DRIVEWAY, 35.5
 EG1811'FEET EAST OF THE EAST GATE POST AT THE ENTRANCE, 1
 EG1811'FOOT EAST OF A
 EG1811'METAL WITNESS POST, 0.6 FOOT NORTH OF A FENCE, IS STAMPED BATESVILLE
 EG1811'NO 1 1956 AND
 EG1811'PROJECTS 4 INCHES.
 EG1811'
 EG1811'RM 2 IS 85 FEET SOUTHWEST OF A T FENCE CORNER, 84 FEET SOUTH OF A
 EG1811'RIGHT OF WAY FENCE, 70.5
 EG1811'FEET SOUTHWEST OF A POWER POLE, 40 FEET NORTHEAST OF THE
 EG1811'NORTHWEST CORNER OF A BLOCK
 EG1811'BARN, 16.5 FEET NORTHWEST OF THE CENTER
 EG1811'OF THE NARROW ROAD GOING THROUGH THE LOT, IS
 EG1811'STAMPED BATESVILLE NO 2
 EG1811'1956 AND PROJECTS 6 INCHES.
 EG1811'
 EG1811'THE AZIMUTH MARK IS 50.5 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP
 EG1811'ROAD, 1.5 FEET NORTHEAST OF
 EG1811'A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 EG1811'IS STAMPED BATESVILLE 1956 AND
 EG1811'PROJECTS 6 INCHES.
 EG1811
 EG1811                          STATION RECOVERY (1981)
 EG1811
 EG1811'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EG1811'BATESVILLE - 1956 RECOVERED GOOD, BURIED ABOUT .2 FEET BELOW THE
 EG1811'SURFACE, RM NO. 2 IS IN GOOD CONDITION AND IS PROTECTED AND MARKED
 EG1811'BY A RUBBER TIRE.  RM NO. 1 AND AZIMUTH MARK WERE NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1809 ***********************************************************************
 EG1809  DESIGNATION -  BATESVILLE LOOKOUT TOWER
 EG1809  PID         -  EG1809
 EG1809  STATE/COUNTY-  MS/PANOLA
 EG1809  USGS QUAD   -  BATESVILLE (1982)
 EG1809
 EG1809                         *CURRENT SURVEY CONTROL
 EG1809  ___________________________________________________________________
 EG1809* NAD 83(1993)-  34 18 34.70516(N)    089 54 41.81439(W)     ADJUSTED  
 EG1809* NAVD 88     -              **(meters)            **(feet)            
 EG1809  ___________________________________________________________________
 EG1809  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EG1809  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EG1809  HORZ ORDER  -  THIRD
 EG1809
 EG1809.The horizontal coordinates were established by classical geodetic methods
 EG1809.and adjusted by the National Geodetic Survey in May 1994.
 EG1809
 EG1809
 EG1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1809
 EG1809.The geoid height was determined by GEOID03.
 EG1809
 EG1809;                    North         East     Units Scale Factor Converg.
 EG1809;SPC MS W     -   533,372.932   738,816.603   MT  0.99996857   +0 14 15.8
 EG1809;SPC MS W     - 1,749,907.69  2,423,934.14   sFT  0.99996857   +0 14 15.8
 EG1809;UTM  16      - 3,800,328.607   232,055.819   MT  1.00048506   -1 38 31.8
 EG1809
 EG1809                          SUPERSEDED SURVEY CONTROL
 EG1809
 EG1809  NAD 83(1986)-  34 18 34.71619(N)    089 54 41.81258(W) AD(       ) 4
 EG1809  NAD 27      -  34 18 34.32900(N)    089 54 41.48700(W) AD(       ) 3
 EG1809
 EG1809.Superseded values are not recommended for survey control.
 EG1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1809.See file dsdata.txt to determine how the superseded data were derived.
 EG1809
 EG1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3205600329(NAD 83)
 EG1809_MARKER: 57 = LOOKOUT TOWER
 EG1809
 EG1809  HISTORY     - Date     Condition        Report By
 EG1809  HISTORY     - 1956     FIRST OBSERVED   CGS
 EG1809  HISTORY     - 1966     GOOD             MSHD
 EG1809  HISTORY     - 1981     GOOD             LOCSUR
 EG1809
 EG1809                          STATION DESCRIPTION
 EG1809
 EG1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1809'THE STATION IS THE APEX OF THE MISSISSIPPI FORESTRY COMMISSION
 EG1809'LOOKOUT TOWER LOCATED IN
 EG1809'THE NORTHWEST CORNER OF SECTION 14, T 9 S, R 7 W.  IT IS
 EG1809'2.5 MILES EAST OF BATESVILLE,
 EG1809'2 MILES EAST OF THE JUNCTION OF U S
 EG1809'HIGHWAY 51 AND STATE HIGHWAY 6 AND ON THE SOUTH
 EG1809'SIDE OF STATE HIGHWAY
 EG1809'6.  THE LOOKOUT TOWER IS ABOUT 110 FEET HIGH.
 EG1809
 EG1809                          STATION RECOVERY (1966)
 EG1809
 EG1809'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1809'THE STATION SITE WAS VISITED 11-1-66 AND THE STATION WAS FOUND IN
 EG1809'GOOD CONDITION.
 EG1809'
 EG1809'THE STATION IS THE APEX OF THE MISSISSIPPI FORESTRY COMMISSION
 EG1809'LOOKOUT TOWER LOCATED IN
 EG1809'THE NORTHWEST CORNER OF SECTION 14, T9S, R7W.  IT IS 2.5
 EG1809'MILES EAST OF BATESVILLE, 2
 EG1809'MILES EAST OF THE JUNCTION OF MISSISSIPPI
 EG1809'HIGHWAY 6 AND U S HIGHWAY 51, 0.45 MILE EAST
 EG1809'OF INTERSTATE HIGHWAY
 EG1809'55, AND ON THE SOUTH SIDE OF HIGHWAY 6.
 EG1809'
 EG1809'TO REACH FROM THE U S POST OFFICE IN BATESVILLE GO (SOUTHWEST) ON
 EG1809'EUREK STREET FOR 0.4 MILE
 EG1809'TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 6, TURN LEFT
 EG1809'(EAST) AND CONTINUE ON HIGHWAY
 EG1809'6 FOR 0.35 MILE TO THE INTERSECTION OF
 EG1809'U S HIGHWAY 51, CONTINUE ON HIGHWAY 6 FOR 1.5
 EG1809'MILES TO THE INTERSTATE
 EG1809'55 OVERPASS, CONTINUE (EAST) ON HIGHWAY 6 FOR 0.45 MILE
 EG1809'TO THE TOWER ON
 EG1809'THE RIGHT APPROXIMATELY 400 FEET SOUTH OF THE CENTER OF
 EG1809'HIGHWAY 6.  THE TOWER IS
 EG1809'APPROXIMATELY 110 FEET HIGH.
 EG1809
 EG1809                          STATION RECOVERY (1981)
 EG1809
 EG1809'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EG1809'THE TOWER ITSELF WAS IN GOOD CONDITION, BUT MY TRAVERSE FROM
 EG1809'UNIVERSITY 2 TO PORTERS THE STATION USE THIS AS A HORIZONTAL TIE
 EG1809'I COME UP WITH ENTIRELY DIFFERENT COORDINATES THAN THOSE RECORDS,
 EG1809'THE HIGHWAY PATROL TOWER IN BATESVILLE HAS THE SAME ERROR.  I CROSS
 EG1809'TIE BATESVILLE STATION WITH THE PATROL TOWER AND AGAIN PROVED MY
 EG1809'GROUND LOCATION MY CALCULATIONS ARE AS FOLLOWS--X = 627,459.39
 EG1809'RECORD COORDINATES X 627,380.19.
 EG1809'Y = 1385739.24 RECORD COORDINATES Y 1,386,143.20.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1813 ***********************************************************************
 EG1813  DESIGNATION -  BATESVILLE RAD STA WBLE MAST
 EG1813  PID         -  EG1813
 EG1813  STATE/COUNTY-  MS/PANOLA
 EG1813  USGS QUAD   -  BATESVILLE (1982)
 EG1813
 EG1813                         *CURRENT SURVEY CONTROL
 EG1813  ___________________________________________________________________
 EG1813* NAD 83(1993)-  34 18 09.96245(N)    089 58 53.42993(W)     ADJUSTED  
 EG1813* NAVD 88     -              **(meters)            **(feet)            
 EG1813  ___________________________________________________________________
 EG1813  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EG1813  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EG1813  HORZ ORDER  -  THIRD
 EG1813
 EG1813.The horizontal coordinates were established by classical geodetic methods
 EG1813.and adjusted by the National Geodetic Survey in May 1994.
 EG1813
 EG1813
 EG1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1813
 EG1813.The geoid height was determined by GEOID03.
 EG1813
 EG1813;                    North         East     Units Scale Factor Converg.
 EG1813;SPC MS W     -   532,586.081   732,385.963   MT  0.99996292   +0 11 53.8
 EG1813;SPC MS W     - 1,747,326.17  2,402,836.28   sFT  0.99996292   +0 11 53.8
 EG1813;UTM  16      - 3,799,752.804   225,599.339   MT  1.00052824   -1 40 52.8
 EG1813;UTM  15      - 3,799,853.369   777,805.545   MT  1.00055142   +1 42 08.0
 EG1813
 EG1813                          SUPERSEDED SURVEY CONTROL
 EG1813
 EG1813  NAD 83(1986)-  34 18 09.97330(N)    089 58 53.42801(W) AD(       ) 4
 EG1813  NAD 27      -  34 18 09.58400(N)    089 58 53.09400(W) AD(       ) 3
 EG1813
 EG1813.Superseded values are not recommended for survey control.
 EG1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1813.See file dsdata.txt to determine how the superseded data were derived.
 EG1813
 EG1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2559999753(NAD 83)
 EG1813_MARKER: 42 = RADIO/TV MAST
 EG1813
 EG1813  HISTORY     - Date     Condition        Report By
 EG1813  HISTORY     - 1956     FIRST OBSERVED   CGS
 EG1813  HISTORY     - 1967     GOOD             MSHD
 EG1813  HISTORY     - 1981     GOOD             LOCSUR
 EG1813
 EG1813                          STATION DESCRIPTION
 EG1813
 EG1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1813'THE STATION IS THE TOP CENTER OF THE 200-FOOT RADIO MAST WHICH IS A
 EG1813'RED AND WHITE STRUCTURE
 EG1813'WITH GUY WIRES.  IT IS LOCATED APPROXIMATELY 2 MILES
 EG1813'WEST OF BATESVILLE AND ON THE
 EG1813'SOUTH SIDE OF STATE HIGHWAY 6.
 EG1813
 EG1813                          STATION RECOVERY (1967)
 EG1813
 EG1813'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1813'THE STATION SITE WAS VISITED 2-2-67 AND THE STATION WAS FOUND IN GOOD
 EG1813'CONDITION.
 EG1813'
 EG1813'THE STATION IS THE TOP CENTER OF THE 200 FOOT RADIO MAST WHICH HAS
 EG1813'PAINTED SECTIONS OF RED
 EG1813'AND WHITE ALTERNATELY.  IT IS LOCATED APPROXIMATELY
 EG1813'1.9 MILES SOUTH WEST OF BATESVILLE
 EG1813'IN THE SW 0.25 OF SECTION 18, T9S,
 EG1813'R7W.
 EG1813'
 EG1813'TO REACH FROM THE THIRD DISTRICT OFFICE OF THE MISSISSIPPI HIGHWAY
 EG1813'PATROL IN BATESVILLE GO
 EG1813'SOUTH ON U S HIGHWAY 51 FOR 0.25 MILE TO THE
 EG1813'INTERSECTION OF MISSISSIPPI
 EG1813'HIGHWAY 6.  TURN RIGHT (WEST) AND
 EG1813'CONTINUE ON MISSISSIPPI HIGHWAY 6 FOR 0.85
 EG1813'MILE TO A RAILROAD
 EG1813'OVERPASS.  CONTINUE SOUTHWEST OF MISSISSIPPI HIGHWAY 6 FOR
 EG1813'1.35 MILES TO THE
 EG1813'ENTRANCE TO THE BATESVILLE RADIO STATION AND THE MAST ON THE
 EG1813'LEFT AS DESCRIBED.
 EG1813
 EG1813                          STATION RECOVERY (1981)
 EG1813
 EG1813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EG1813'RECOVERED GOOD.  GEODETIC VALUES CHECK WITH PORTER TRI-STA. AND
 EG1813'BATESVILLE TRI-STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1635 ***********************************************************************
 BV1635  DESIGNATION -  BATSON
 BV1635  PID         -  BV1635
 BV1635  STATE/COUNTY-  MS/PERRY
 BV1635  USGS QUAD   -  BROOKLYN (1983)
 BV1635
 BV1635                         *CURRENT SURVEY CONTROL
 BV1635  ___________________________________________________________________
 BV1635* NAD 83(1993)-  31 01 24.66984(N)    089 08 08.83731(W)     ADJUSTED  
 BV1635* NAVD 88     -       102.02   (+/-2cm)     334.7    (feet)  VERTCON   
 BV1635  ___________________________________________________________________
 BV1635  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BV1635  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BV1635  HORZ ORDER  -  FIRST
 BV1635  VERT ORDER  -  THIRD ? (See Below)
 BV1635
 BV1635.The horizontal coordinates were established by classical geodetic methods
 BV1635.and adjusted by the National Geodetic Survey in May 1994.
 BV1635
 BV1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1635.The vertical order pertains to the NGVD 29 superseded value.
 BV1635
 BV1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1635
 BV1635.The geoid height was determined by GEOID03.
 BV1635
 BV1635;                    North         East     Units Scale Factor Converg.
 BV1635;SPC MS E     -   168,923.474   271,122.749   MT  0.99996028   -0 09 21.2
 BV1635;SPC MS E     -   554,209.76    889,508.55   sFT  0.99996028   -0 09 21.2
 BV1635;UTM  16      - 3,434,167.391   296,132.482   MT  1.00011270   -1 06 04.1
 BV1635
 BV1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1635!SPC MS E     -   0.99998836  x   0.99996028  =   0.99994865
 BV1635!UTM  16      -   0.99998836  x   1.00011270  =   1.00010106
 BV1635
 BV1635:                Primary Azimuth Mark                     Grid Az
 BV1635:SPC MS E     -  LEAF RIVER CENTRAL FIRE TOWER            049 35 21.1
 BV1635:UTM  16      -  LEAF RIVER CENTRAL FIRE TOWER            050 32 04.0
 BV1635
 BV1635|---------------------------------------------------------------------|
 BV1635| PID    Reference Object                     Distance      Geod. Az  |
 BV1635|                                                           dddmmss.s |
 BV1635| BV1634 LEAF RIVER CENTRAL FIRE TOWER       APPROX.10.4 KM 0492559.9 |
 BV1635| CF9382 BATSON RM 1                          31.626 METERS 07335     |
 BV1635| CF9381 BATSON AZ MK                                       2924823.9 |
 BV1635| CF9383 BATSON RM 2                          28.319 METERS 34142     |
 BV1635| CF9384 BATSON RM 3                          28.283 METERS 34146     |
 BV1635|---------------------------------------------------------------------|
 BV1635
 BV1635                          SUPERSEDED SURVEY CONTROL
 BV1635
 BV1635  NAD 83(1986)-  31 01 24.68661(N)    089 08 08.83608(W) AD(       ) 1
 BV1635  NAD 27      -  31 01 24.02000(N)    089 08 08.63800(W) AD(       ) 1
 BV1635  NGVD 29 (07/19/86)  102.03   (m)          334.7    (f) LEVELING    3  
 BV1635
 BV1635.Superseded values are not recommended for survey control.
 BV1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1635.See file dsdata.txt to determine how the superseded data were derived.
 BV1635
 BV1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9613234167(NAD 83)
 BV1635_MARKER: DS = TRIANGULATION STATION DISK
 BV1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1635+STABILITY: SURFACE MOTION
 BV1635
 BV1635  HISTORY     - Date     Condition        Report By
 BV1635  HISTORY     - 1935     MONUMENTED       CGS
 BV1635  HISTORY     - 1942     GOOD             CGS
 BV1635  HISTORY     - 1943     GOOD             CGS
 BV1635  HISTORY     - 1956     GOOD             CGS
 BV1635  HISTORY     - 1964     GOOD             MSHD
 BV1635
 BV1635                          STATION DESCRIPTION
 BV1635
 BV1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1635'ON THE HIGHEST POINT OF A RISE OF LAND, ON PROPERTY BELONGING TO THE
 BV1635'BATSON-HATTON LUMBER CO., ABOUT 4 MILES SE OF BROOKLYN, AND 4-1/2
 BV1635'MILES NE OF MAXIE, ABOUT 3/4 MILE E OF THE PERRY-FORREST COUNTY
 BV1635'LINE.
 BV1635'
 BV1635'THE STATION IS LOCATED 23 FEET SW OF 5-INCH PINE, 84 FEET SSW OF
 BV1635'10-INCH PINE, BOTH TRIANGULARLY BLAZED, AND 99 FEET S OF THE CENTER
 BV1635'LINE OF FOREST ROAD.
 BV1635'
 BV1635'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1635'SET IN CONCRETE.
 BV1635'
 BV1635'REFERENCE MARK NO. 1 IS ENE OF STATION, 11 FEET SSE OF 15-INCH PINE,
 BV1635'AND 39 FEET S OF CENTER LINE OF FOREST ROAD.
 BV1635'
 BV1635'REFERENCE MARK NO. 2 IS NNW OF STATION, 10 FEET W OF 4-INCH PINE,
 BV1635'AND 25 FEET S OF CENTER LINE OF ROAD.
 BV1635'
 BV1635'AZIMUTH MARK IS ABOUT 0.35 MILE WNW OF STATION, AT TOP OF SMALL
 BV1635'GRADE, 28 FEET N OF CENTER LINE OF FOREST ROAD.
 BV1635'
 BV1635'TO REACH FROM THE RAILROAD STATION AT BROOKLYN, MISS. GO S ON U.S.
 BV1635'HIGHWAY 49 FOR 0.9 MILE TO JUNCTION WITH OLD ROUTE 49, TURN LEFT ON
 BV1635'OLD ROUTE 49 AND FOLLOW 1.3 MILES TO A T-ROAD LEFT, TURN LEFT ON
 BV1635'FOREST ROAD AND GO 1.5 MILES TO A Y-ROAD, KEEP RIGHT FORK AND
 BV1635'CONTINUE 2.1 MILES TO HIGHEST POINT OF RIDGE AND STATION ON
 BV1635'RIGHT.
 BV1635'
 BV1635'STATIONS MCLAURIN AND TINGLE CAN BE SEEN FROM THE GROUND, A 64-FOOT
 BV1635'TOWER WILL CLEAR OTHER LINES.
 BV1635'
 BV1635'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1635
 BV1635                          STATION RECOVERY (1942)
 BV1635
 BV1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV1635'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 BV1635'CONDITION. SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BV1635'BRONZE DISKS SET IN CONCRETE.
 BV1635'
 BV1635'THE STATION IS 34 PACES S OF THE CENTER LINE OF AN E-W ROAD, 3 FEET
 BV1635'N OF A WHITE REFERENCE POST, PROJECTS ABOUT 4 INCHES AND IS STAMPED
 BV1635'BATSON 1935.
 BV1635'
 BV1635'REFERENCE MARK NO. 1 IS 92.91 FEET ENE OF STATION, 39 FEET S OF THE
 BV1635'CENTER LINE OF THE E-W ROAD, 11 FEET SSE OF A 15-INCH PINE, PROJECTS
 BV1635'ABOUT 6 INCHES AND IS STAMPED BATSON NO. 1 1935.
 BV1635'
 BV1635'REFERENCE MARK NO. 2 IS 103.76 FEET NNW OF THE STATION, 25 FEET S OF
 BV1635'THE CENTER LINE OF THE E-W ROAD, 10 FEET W OF A 4-INCH PINE,
 BV1635'PROJECTS ABOUT 6 INCHES AND IS STAMPED BATSON NO. 2 1935.
 BV1635'
 BV1635'THE AZIMUTH MARK IS 0.35 MILE WNW OF STATION AT TOP OF SMALL GRADE,
 BV1635'28 FEET N OF THE CENTER LINE OF THE E-W ROAD, 8.5 FEET S OF N
 BV1635'RIGHT-OF-WAY FENCE, 2 FEET E OF A WHITE REFERENCE POST, PROJECTS
 BV1635'ABOUT 5 INCHES AND IS STAMPED BATSON AZI 1935.
 BV1635'
 BV1635'TO REACH FROM THE RAILROAD JUNCTION AT BROOKLYN, MISS. GO S ON U.S.
 BV1635'HIGHWAY 49 FOR 1.3 MILES TO A T-ROAD LEFT, TURN LEFT ON DIRT ROAD
 BV1635'AND GO 1.5 MILES TO FORKS, TAKE RIGHT FORK AND CONTINUE 2.1 MILES TO
 BV1635'HIGHEST POINT OF THE RIDGE AND STATION ON RIGHT.
 BV1635'
 BV1635'ALL DISTANCES TO MARKS WERE ACCURATELY CHECKED AND FOUND TO BE THE
 BV1635'SAME. A SLIGHT DIFFERENCE WAS FOUND IN TAKING DIRECTIONS TO THE
 BV1635'AZIMUTH AND REFERENCE MARKS, AS SHOWN.
 BV1635
 BV1635                          STATION RECOVERY (1943)
 BV1635
 BV1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1635'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE IN
 BV1635'GOOD CONDITION, ALL DISTANCES AND DIRECTIONS WERE CHECKED AND FOUND
 BV1635'TO BE CORRECT. THE DESCRIPTION TO REACH THE STATION IS ADEQUATE AND
 BV1635'NO CHANGES NEEDED.
 BV1635
 BV1635                          STATION RECOVERY (1956)
 BV1635
 BV1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1635'THE STATION WAS VISITED ON SEPTEMBER 20, 1956, AND THE STATION MARK,
 BV1635'REFERENCE MARK 1, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BV1635'REFERENCE MARK 2 WAS FOUND DESTROYED. THE MONUMENT WAS RESET NEAR
 BV1635'ITS ORIGINAL LOCATION AND USED AS REFERENCE MARK 3. A NEW
 BV1635'DESCRIPTION FOLLOWS--
 BV1635'
 BV1635'THE STATION IS ABOUT 4.5 MI. NE OF MAXIE, 4 MI. SE OF BROOKLYN, 0.75
 BV1635'MI. E OF THE FORREST-PERRY COUNTY LINE, ON A HIGH TIMBERED RIDGE, 99
 BV1635'FT. S OF THE CENTER OF DE SOTO NATIONAL FOREST ROAD 319, 30 FT. W
 BV1635'OF THE CENTER OF A TRACK ROAD LEADING S, 30 FT. NE OF A LONE PINE
 BV1635'TREE, AND IN ABOUT THE CENTER OF A SMALL CLEARING ON THE TOP OF THE
 BV1635'RIDGE.  IT IS A STANDARD DISK, STAMPED BATSON 1935 AND PROJECTING 4
 BV1635'IN.
 BV1635'
 BV1635'REFERENCE MARK 1 IS 103.76 FT. E-NE OF THE STATION, 40 FT. S OF THE
 BV1635'CENTER OF FOREST ROAD NO. 319, AND 69 FT. E OF THE CENTER OF THE
 BV1635'TRACK ROAD LEADING S. IT IS A STANDARD DISK, STAMPED BATSON NO 1
 BV1635'1935 AND PROJECTING 4 IN.
 BV1635'
 BV1635'REFERENCE MARK 3 IS 92.79 FT. N-NW OF THE STATION, 26 FT. S OF THE
 BV1635'CENTER OF THE ROAD, 56 FT. S OF THE W END OF A GATE TO A ROAD
 BV1635'LEADING NE, AND 68 FT. W OF THE CENTER OF THE TRACK ROAD LEADING S.
 BV1635'IT IS A STANDARD DISK, STAMPED BATSON NO 3 1935 AND PROJECTING 10
 BV1635'IN.
 BV1635'
 BV1635'THE AZIMUTH MARK IS 0.35 MI. W-NW OF THE STATION, ON THE TOP OF A
 BV1635'SMALL GRADE, 28 FT. N OF THE CENTER OF THE ROAD, 8.5 FT. S OF A
 BV1635'FENCE LINE, AND ABOUT 0.1 MI. W OF A METAL GATE IN THE FENCE LINE.
 BV1635'IT IS A STANDARD DISK, STAMPED BATSON AZI 1935 AND PROJECTING 3 IN.
 BV1635'
 BV1635'TO REACH THE STATION FROM THE RAILROAD STATION IN BROOKLYN, GO E ON
 BV1635'THE BLACK-TOPPED ROAD FOR 0.2 MI. TO A FORK AND A CEMETERY ON THE
 BV1635'RIGHT, TAKE THE RIGHT FORK AND GO 0.5 MI. TO AN IRON BRIDGE OVER
 BV1635'BLACK CREEK, CONTINUE S FOR 1.5 MI. TO A CROSSROAD, TURN LEFT ON
 BV1635'DE SOTO NATIONAL FOREST ROAD NO. 319 FOR 1.95 MI. TO THE AZIMUTH
 BV1635'MARK ON THE LEFT, CONTINUE FOR 0.35 MI. TO THE STATION ON THE
 BV1635'RIGHT ON THE TOP OF THE HILL.
 BV1635
 BV1635                          STATION RECOVERY (1964)
 BV1635
 BV1635'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1635'THE STATION WAS VISITED 11-17-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1635'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1353 ***********************************************************************
 CO1353  DESIGNATION -  BAXTER
 CO1353  PID         -  CO1353
 CO1353  STATE/COUNTY-  MS/JASPER
 CO1353  USGS QUAD   -  MONTROSE NORTH (1982)
 CO1353
 CO1353                         *CURRENT SURVEY CONTROL
 CO1353  ___________________________________________________________________
 CO1353* NAD 83(1993)-  32 11 38.63495(N)    089 10 22.65028(W)     ADJUSTED  
 CO1353* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 CO1353  ___________________________________________________________________
 CO1353  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CO1353  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CO1353  HORZ ORDER  -  FIRST
 CO1353
 CO1353.The horizontal coordinates were established by classical geodetic methods
 CO1353.and adjusted by the National Geodetic Survey in May 1994.
 CO1353
 CO1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1353
 CO1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1353
 CO1353.The geoid height was determined by GEOID03.
 CO1353
 CO1353;                    North         East     Units Scale Factor Converg.
 CO1353;SPC MS E     -   298,718.399   267,977.058   MT  0.99996264   -0 10 51.4
 CO1353;SPC MS E     -   980,045.28    879,188.06   sFT  0.99996264   -0 10 51.4
 CO1353;UTM  16      - 3,564,016.771   295,164.559   MT  1.00011745   -1 09 29.3
 CO1353
 CO1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1353!SPC MS E     -   0.99997147  x   0.99996264  =   0.99993411
 CO1353!UTM  16      -   0.99997147  x   1.00011745  =   1.00008892
 CO1353
 CO1353|---------------------------------------------------------------------|
 CO1353| PID    Reference Object                     Distance      Geod. Az  |
 CO1353|                                                           dddmmss.s |
 CO1353| CO1670 BAXTER RM 4                          23.600 METERS 01233     |
 CO1353| CO1671 BAXTER AS MK 2                                     1354730.4 |
 CO1353| CO1669 BAXTER RM 3                          32.364 METERS 17159     |
 CO1353| CO1356 LOUIN MUN TANK                      APPROX.16.1 KM 2104910.6 |
 CO1353| CO1354 BAXTER RM A                          28.552 METERS 25655     |
 CO1353| CF9386 BAXTER RM 1                          32.525 METERS 26106     |
 CO1353| CO1355 BAXTER LOT                          114.163 METERS 32604     |
 CO1353| CF9387 BAXTER RM 2                          33.059 METERS 32813     |
 CO1353| CF9385 BAXTER AZ MK                                       3340254.7 |
 CO1353|---------------------------------------------------------------------|
 CO1353
 CO1353                          SUPERSEDED SURVEY CONTROL
 CO1353
 CO1353  NAD 83(1986)-  32 11 38.64737(N)    089 10 22.65199(W) AD(       ) 1
 CO1353  NAD 27      -  32 11 38.11500(N)    089 10 22.43600(W) AD(       ) 1
 CO1353  NGVD 29 (07/19/86)  208.7    (m)          685.     (f) VERT ANG    3  
 CO1353
 CO1353.Superseded values are not recommended for survey control.
 CO1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1353.See file dsdata.txt to determine how the superseded data were derived.
 CO1353
 CO1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA9516564017(NAD 83)
 CO1353_MARKER: DS = TRIANGULATION STATION DISK
 CO1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1353_SP_SET: CONCRETE POST
 CO1353_STAMPING: BAXTER 1935
 CO1353_MARK LOGO: CGS   
 CO1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1353+STABILITY: SURFACE MOTION
 CO1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1353+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 CO1353
 CO1353  HISTORY     - Date     Condition        Report By
 CO1353  HISTORY     - 1935     MONUMENTED       CGS
 CO1353  HISTORY     - 1935     GOOD             CGS
 CO1353  HISTORY     - 1956     GOOD             CGS
 CO1353  HISTORY     - 1957     GOOD             CGS
 CO1353  HISTORY     - 1966     GOOD             MSHD
 CO1353  HISTORY     - 1970     GOOD             NGS
 CO1353  HISTORY     - 19811001 GOOD             MSSU
 CO1353  HISTORY     - 19940112 GOOD             MSHD
 CO1353
 CO1353                          STATION DESCRIPTION
 CO1353
 CO1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1353'ABOUT 9 MILES SOUTH OF NEWTON, 3 MILES WEST-SOUTHWEST OF
 CO1353'GARLANDVILLE, 0.3 MILE NORTHWEST OF THE HAMLET OF BAXTER, ON THE
 CO1353'PROPERTY OF MATTHEW BEAL, ON THE SUMMIT OF A ROLLING
 CO1353'GROUND THAT IS CLEARED ON THE WEST SIDE AND GROWN OVER WITH PINES
 CO1353'ON THE EAST, 191 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 CO1353'ROAD, 12 YARDS SOUTH-SOUTHWEST OF A WOODS LINE, 73.3 FEET SOUTH
 CO1353'OF A 16-INCH OAK WITH A TRIANGULAR BLAZE, AND 49 FEET WEST OF A
 CO1353'14-INCH PINE.
 CO1353'
 CO1353'TO REACH FROM THE POST OFFICE IN GARLANDVILLE (WEIR BROS. SERVICE
 CO1353'STATION) GO SOUTHWEST ON STATE HIGHWAY 15 FOR 3.6 MILES TO CROSS
 CO1353'ROAD IN BAXTER, TURN RIGHT AND GO 0.3 MILE TO CREST OF HILL AND
 CO1353'STATION ON LEFT SIDE OF ROAD.
 CO1353'
 CO1353'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1353'BRONZE DISKS SET IN CONCRETE.
 CO1353'
 CO1353'REFERENCE MARK NO. 1 IS WEST OF THE STATION IN A CLEARED FIELD,
 CO1353'ON A DOWNWARD SLOPE, 2 YARDS EAST OF A DRAINAGE TERRACE.
 CO1353'
 CO1353'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF AND ABOUT 1 FOOT LOWER
 CO1353'THAN THE STATION, IN A CLEARED FIELD, 23 YARDS WEST OF THE WOODS
 CO1353'LINE AND 23 YARDS SOUTH OF THE FENCE LINE.
 CO1353'
 CO1353'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, IN THE NORTHWEST
 CO1353'ANGLE FORMED BY ROAD FORKS, 7 YARDS WEST OF NORTH-SOUTH FORK,
 CO1353'8 YARDS NORTH OF EAST-WEST FORK.
 CO1353'
 CO1353'A 77-FOOT TOWER IS REQUIRED.
 CO1353'
 CO1353'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 CO1353
 CO1353                          STATION RECOVERY (1935)
 CO1353
 CO1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CO1353'RECOVERED IN GOOD CONDITION.
 CO1353
 CO1353                          STATION RECOVERY (1956)
 CO1353
 CO1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SAM)
 CO1353'ORIGINAL DESCRIPTION NEEDS A SMALL CHANGE OR THE FOLLOWING
 CO1353'ADDITION-
 CO1353'
 CO1353'GO SW ON STATE HIGHWAY 15 FOR 3.4 MI. TO THE CROSSROAD IN BAXTER
 CO1353'AND AT THE T.W. LEWIS GROCERY.  REMAINDER OF DESCRIPTION IS GOOD.
 CO1353'ALL MARKS FOUND IN GOOD CONDITION, EXCEPT AZIMUTH MARK WHICH IS
 CO1353'LEANING OUT OF POSITION APPROXIMATELY 4 IN.
 CO1353
 CO1353                          STATION RECOVERY (1957)
 CO1353
 CO1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1353'THE STATION WAS VISITED 7-17-57 AND THE STATION MARK AND
 CO1353'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 CO1353'THE AZIMUTH MARK WAS FOUND DISTURBED AND LEANING TO THE EAST.
 CO1353'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CO1353'
 CO1353'A NEW DESCRIPTION FOLLOWS-
 CO1353'
 CO1353'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF NEWTON, 3 MILES
 CO1353'WEST-SOUTHWEST OF GARLANDVILLE AND 0.3 MILE NORTH-NORTHWEST
 CO1353'OF THE LEWIS STORE ON STATE HIGHWAY 15, ON PROPERTY OWNED BY
 CO1353'MATTHEW BEAL, ON THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY,
 CO1353'0.5 MILE NORTH OF A SCHOOL HOUSE, AT THE EAST EDGE OF A
 CO1353'CULTIVATED FIELD.  IT IS 191 FEET WEST OF THE CENTER OF A DIRT
 CO1353'ROAD, IN THE CENTER OF A FIELD ROAD, 75 FEET NORTH OF THE
 CO1353'NORTHEAST CORNER OF THE CHIMNEY OF AN OLD HOUSE AT THE EAST
 CO1353'EDGE OF THE FIELD, 99 FEET NORTH-NORTHWEST OF A 3-FOOT OAK TREE
 CO1353'IN A FENCE LINE WITH THE WIRE GOING THROUGH THE CENTER OF THE
 CO1353'TREE, 18 FEET WEST OF A FENCE LINE AND 41 FEET SOUTH-SOUTHWEST OF
 CO1353'THE SOUTH END OF A GATE.  IT IS A STANDARD DISK, STAMPED BAXTER
 CO1353'1935, PROJECTING 4 INCHES.
 CO1353'
 CO1353'REFERENCE MARK NO. 1 IS 106.70 FEET SOUTHWEST OF THE STATION, 90
 CO1353'FEET WEST OF THE NORTHWEST CORNER OF THE OLD HOUSE, 100 FEET WEST
 CO1353'OF THE NORTHWEST CORNER OF THE CHIMNEY OF THE OLD HOUSE, 20 FEET
 CO1353'SOUTHEAST OF A CHERRY TREE IN THE CULTIVATED FIELD, 108 FEET
 CO1353'SOUTHWEST OF THE FIELD ROAD AND IN A CULTIVATED FIELD.  IT
 CO1353'IS A STANDARD DISK, STAMPED BAXTER NO 1 1935, PROJECTING 6
 CO1353'INCHES.
 CO1353'
 CO1353'REFERENCE MARK NO. 2 IS 108.46 FEET NORTHWEST OF THE STATION IN
 CO1353'A CULTIVATED FIELD, 76 FEET SOUTHWEST OF A FENCE LINE, 86 FEET
 CO1353'WEST OF THE NORTH END OF A GATE, 86 FEET NORTH OF THE CENTER OF
 CO1353'THE FIELD ROAD IN A CURVE, 81.5 FEET SOUTH-SOUTHWEST OF A LONE
 CO1353'2-FOOT OAK TREE IN A FENCE LINE, AND 100 FEET EAST OF A LONE
 CO1353'8-INCH OAK TREE IN THE FIELD.  IT IS A STANDARD DISK, STAMPED
 CO1353'BAXTER NO 2 1935, PROJECTING 6 INCHES.
 CO1353'
 CO1353'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION IN
 CO1353'A FORK IN THE ROAD, 14 FEET NORTHWEST OF THE CENTER OF THE EAST
 CO1353'FORK, AND 17 FEET NORTHEAST OF THE WEST FORK.  IT IS A STANDARD
 CO1353'DISK, STAMPED BAXTER AZI 1935, PROJECTING 6 INCHES.  NOTE- THE
 CO1353'MARK HAS BEEN DISTRUBED AND SHOULD BE USED WITH CAUTION.
 CO1353'
 CO1353'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 15
 CO1353'AND CITY ROUTE U.S. 80 AT THE FIRST NATIONAL BANK IN NEWTON, GO
 CO1353'SOUTH ON STATE HIGHWAY 15 FOR 7.35 MILES TO THE NEWTON-JASPER
 CO1353'COUNTY LINE, CONTINUE SOUTH ON STATE HIGHWAY 15 FOR 2.6 MILES
 CO1353'TO THE LEWIS GROCERY STORE AND A SIDE ROAD LEADING RIGHT, TURN
 CO1353'RIGHT AT THE EAST END OF THE STORE AND GO NORTHEAST FOR 0.3 MILE
 CO1353'TO THE TOP OF A HILL AND A WOODS ROAD LEFT, TURN LEFT PASSING
 CO1353'THROUGH A WIRE GATE AND GO ABOUT 175 FEET TO ANOTHER WIRE GATE,
 CO1353'PASS THROUGH THIS GATE AND TURN LEFT FOR ABOUT 40 FEET TO
 CO1353'THE STATION IN THE MIDDLE OF THE FIELD ROAD.
 CO1353'
 CO1353'TO REACH THE AZIMUTH MARK FROM WHERE THE WOODS ROAD TURNS LEFT
 CO1353'TO THE STATION, CONTINUE NORTHEAST ON DIRT ROAD FOR 0.25 MILE
 CO1353'TO THE FORKS AND THE AZIMUTH MARK.
 CO1353
 CO1353                          STATION RECOVERY (1966)
 CO1353
 CO1353'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO1353'THE STATION WAS VISITED 3-3-66 AND THE STATION R.M. 1 AND R.M.
 CO1353'2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 CO1353'DESTROYED.  THE CONCRETE POST WAS FOUND BUT THE DISK WAS MISSING.
 CO1353'
 CO1353'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN MONTROSE
 CO1353'GO NORTH ON HIGHWAY 15 FOR 6.1 MILES TO A GROCERY STORE AND A
 CO1353'SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILES TO THE TOP OF A HILL
 CO1353'AND A WOODS ROAD LEFT, TURN LEFT AND GO APPROXIMATELY 215 FEET TO
 CO1353'THE STATION ON THE RIGHT AS DESCRIBED.  THE STATION DISK IS
 CO1353'STAMPED BAXTER 1935 AND PROJECTS 6 INCHES.
 CO1353'
 CO1353'IT IS 191 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 99 FEET
 CO1353'NORTHWEST OF A 36 INCH OAK WITH A WIRE GROVED INTO IT, 75 FEET
 CO1353'NORTH OF THE NORTHWEST CORNER OF A CHIMNEY, 18 FEET WEST OF A
 CO1353'FENCE LINE, 5 FEET WEST OF A TRACK ROAD, AND 1 FOOT WEST OF A
 CO1353'METAL WITNESS POST.
 CO1353'
 CO1353'R.M. 1 IS 100 FEET WEST OF THE NORTHWEST CORNER OF CHIMNEY, 1
 CO1353'FOOT WEST OF A METAL WITNESS POST, STAMPED BAXTER NO. 1 (1935)
 CO1353'AND PROJECTS 6 INCHES.
 CO1353'
 CO1353'R.M. 2 IS 86 FEET NORTH OF CENTER OF FIELD ROAD IN A CURVE AND
 CO1353'1 FOOT SOUTH OF A METAL WITNESS POST.
 CO1353
 CO1353                          STATION RECOVERY (1970)
 CO1353
 CO1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1353'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CO1353'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS PREVIOUSLY
 CO1353'REPORTED DESTROYED.  THE DISTANCE AND DIRECTION TO BOTH
 CO1353'REFERENCE MARKS CHECKED.  THE REFERENCE MARKS WERE REMOVED FROM
 CO1353'THE CULTIVATED FIELD, BY THE PROPERTY OWNERS REQUEST AFTER
 CO1353'OBSERVATIONS WERE MADE.  REFERENCE MARKS 3, 4 AND A AZIMUTH
 CO1353'MARK WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CO1353'
 CO1353'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF NEWTON, 3
 CO1353'MILES SOUTHWEST OF GARLANDVILLE AND ON PROPERTY OWNED BY
 CO1353'MR. ROBERT BEAL.
 CO1353'
 CO1353'TO REACH THE STATION FROM THE JUNCTION OF CITY ROUTE U.S. HIGHWAY
 CO1353'80 AND STATE HIGHWAY 15 AT THE FIRST NATIONAL BANK IN NEWTON,
 CO1353'GO SOUTH ON STATE HIGHWAY 15 FOR 7.35 MILES TO THE NEWTON-JASPER
 CO1353'COUNTY LINE.  CONTINUE SOUTH ON STATE HIGHWAY 15 FOR 2.6 MILES
 CO1353'TO A SIDE ROAD ON THE RIGHT JUST BEFORE REACHING AN OLD STORE
 CO1353'BUILDING ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR
 CO1353'APPROXIMATELY 50-YARDS TO THE AZIMUTH MARK ON THE RIGHT.
 CO1353'CONTINUE NORTHEAST ON GRADED ROAD FOR 0.25 MILE TO A GATE ON THE
 CO1353'LEFT.  TURN LEFT AND GO 0.05 MILE TO A GATE AND THE STATION.
 CO1353'
 CO1353'THE STATION MARK IS A STANDARD DISK, STAMPED BAXTER 1935, SET
 CO1353'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CO1353'3-INCHES.  IT IS 78 FEET NORTH OF THE NORTHEAST CORNER OF AN
 CO1353'OLD HOUSE, 41 FEET SOUTH-SOUTHEAST OF THE SOUTH GATE POST, 7.5
 CO1353'FEET WEST OF AN 18-INCH OAK TREE AND 1.1 FEET WEST OF A METAL
 CO1353'WITNESS POST WITH SIGN ATTACHED.
 CO1353'
 CO1353'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BAXTER 1935 NO 3
 CO1353'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1353'PROJECTS 4-INCHES.  IT IS 106 FEET SOUTH OF THE METAL WITNESS
 CO1353'POST WITH SIGN, 18 FEET WEST OF A WIRE FENCE AND 6 FEET SOUTH
 CO1353'OF A 36-INCH OAK TREE.
 CO1353'
 CO1353'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BAXTER 1935 NO 4
 CO1353'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1353'PROJECTS 4-INCHES.  IT IS 77 FEET NORTH OF THE METAL WITNESS
 CO1353'POST WITH SIGN, 7 FEET WEST-NORTHWEST OF A 30-INCH OAK TREE AND
 CO1353'1 FOOT WEST OF A WIRE FENCE.
 CO1353'
 CO1353'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAXTER 1935 1970,
 CO1353'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1353'PROJECTS 3-INCHES.  IT IS 25 FEET NORTHWEST OF A 6-INCH PINE
 CO1353'TREE, 20 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 1.7 FEET
 CO1353'WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 CO1353'1.5 FEET SOUTHWEST OF A WIRE FENCE.
 CO1353'
 CO1353'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
 CO1353'
 CO1353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CO1353'3 MILES SOUTHWEST OF GARLANDVILLE.
 CO1353
 CO1353                          STATION RECOVERY (1981)
 CO1353
 CO1353'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1353'RECOVERED IN GOOD CONDITION.
 CO1353
 CO1353                          STATION RECOVERY (1994)
 CO1353
 CO1353'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994
 CO1353'THE MARK IS LOCATED ABOUT 16.4 MI (26.4 KM) NORTHEAST OF BAY SPRINGS
 CO1353'ON THE SUMMIT OF A HILL, 10.9 MI (17.5 KM) NORTHWEST OF ROSE HILL,
 CO1353'8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF NEWTON, 5.8 MI (9.3 KM) NORTHEAST
 CO1353'OF MONTROSE AND IS IN SECTION 9, T 4N, R 11E.
 CO1353'TO REACH FROM THE I-20 BRIDGE OVER STATE HIGHWAY 15 AT THE NORTHEAST
 CO1353'EDGE OF NEWTON, GO SOUTH ON STATE HIGHWAY 15 FOR 6.25 MI (10.06 KM)
 CO1353'TO THE JUNCTION OF STATE HIGHWAY 504, CONTINUE SOUTH ON STATE HIGHWAY
 CO1353'15 FOR 4.65 MI (7.48 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CO1353'NORTHWEST ON A GRAVEL ROAD FOR 0.3 MI (0.5 KM) TO A STANDPIPE ON THE
 CO1353'RIGHT AND THE MARK ON THE LEFT.
 CO1353'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 CO1353'PROJECTING 3 INCHES, 198.0 FT (60.4 M) SOUTHWEST OF THE CENTER OF A
 CO1353'GRAVEL ROAD, 151.5 FT (46.2 M) SOUTHWEST OF A POWER POLE WITH A
 CO1353'TRANSFORMER, 78.0 FT (23.8 M) NORTH OF THE NORTHEAST CORNER OF AN
 CO1353'ABANDONED HOUSE, 41.0 FT (12.5 M) SOUTH-SOUTH OF THE SOUTH GATE POST,
 CO1353'17.4 FT (5.3 M) WEST OF A 24 INCH OAK, 9.0 FT (2.7 M) EAST-SOUTHEAST
 CO1353'OF THE CENTER OF A TRACK ROAD, AND 1.1 FT (0.3 M) WEST OF A METAL
 CO1353'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1355 ***********************************************************************
 CO1355  DESIGNATION -  BAXTER LOT
 CO1355  PID         -  CO1355
 CO1355  STATE/COUNTY-  MS/JASPER
 CO1355  USGS QUAD   -  MONTROSE NORTH (1982)
 CO1355
 CO1355                         *CURRENT SURVEY CONTROL
 CO1355  ___________________________________________________________________
 CO1355* NAD 83(1993)-  32 11 41.71010(N)    089 10 25.08319(W)     ADJUSTED  
 CO1355* NAVD 88     -              **(meters)            **(feet)            
 CO1355  ___________________________________________________________________
 CO1355  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CO1355  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CO1355  HORZ ORDER  -  THIRD
 CO1355
 CO1355.The horizontal coordinates were established by classical geodetic methods
 CO1355.and adjusted by the National Geodetic Survey in May 1994.
 CO1355
 CO1355
 CO1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1355
 CO1355.The geoid height was determined by GEOID03.
 CO1355
 CO1355;                    North         East     Units Scale Factor Converg.
 CO1355;SPC MS E     -   298,813.320   267,913.636   MT  0.99996269   -0 10 52.7
 CO1355;SPC MS E     -   980,356.70    878,979.99   sFT  0.99996269   -0 10 52.7
 CO1355;UTM  16      - 3,564,112.775   295,102.756   MT  1.00011776   -1 09 30.7
 CO1355
 CO1355                          SUPERSEDED SURVEY CONTROL
 CO1355
 CO1355  NAD 83(1986)-  32 11 41.72239(N)    089 10 25.08471(W) AD(       ) 4
 CO1355  NAD 27      -  32 11 41.18865(N)    089 10 24.86800(W) AD(       ) 3
 CO1355
 CO1355.Superseded values are not recommended for survey control.
 CO1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1355.See file dsdata.txt to determine how the superseded data were derived.
 CO1355
 CO1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA9510364113(NAD 83)
 CO1355_MARKER: 57 = LOOKOUT TOWER
 CO1355
 CO1355  HISTORY     - Date     Condition        Report By
 CO1355  HISTORY     - 1970     FIRST OBSERVED   NGS
 CO1355
 CO1355                          STATION DESCRIPTION
 CO1355
 CO1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1355'THE STATION IS THE TOP CENTER OF THE BAXTER, STATE FOREST
 CO1355'SERVICE LOOKOUT TOWER THAT IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST
 CO1355'OF MONTROSE, 4 MILES SOUTHWEST OF GARLANDVILLE AND 0.4
 CO1355'MILE NORTH OF STATE HIGHWAY 15.  THE TOWER IS A FOUR LEGGED
 CO1355'STRUCTURE SURMOUNTED BY A SMALL HOUSE AND IS 100 FEET IN
 CO1355'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1354 ***********************************************************************
 CO1354  DESIGNATION -  BAXTER RM A
 CO1354  PID         -  CO1354
 CO1354  STATE/COUNTY-  MS/JASPER
 CO1354  USGS QUAD   -  MONTROSE NORTH (1982)
 CO1354
 CO1354                         *CURRENT SURVEY CONTROL
 CO1354  ___________________________________________________________________
 CO1354* NAD 83(1993)-  32 11 38.42521(N)    089 10 23.71209(W)     ADJUSTED  
 CO1354* NAVD 88     -       207.0    (meters)     679.     (feet)  VERTCON   
 CO1354  ___________________________________________________________________
 CO1354  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CO1354  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CO1354  HORZ ORDER  -  FIRST
 CO1354
 CO1354.The horizontal coordinates were established by classical geodetic methods
 CO1354.and adjusted by the National Geodetic Survey in May 1994.
 CO1354
 CO1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1354
 CO1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1354
 CO1354.The geoid height was determined by GEOID03.
 CO1354
 CO1354;                    North         East     Units Scale Factor Converg.
 CO1354;SPC MS E     -   298,712.026   267,949.227   MT  0.99996266   -0 10 52.0
 CO1354;SPC MS E     -   980,024.37    879,096.76   sFT  0.99996266   -0 10 52.0
 CO1354;UTM  16      - 3,564,010.873   295,136.619   MT  1.00011759   -1 09 29.8
 CO1354
 CO1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1354!SPC MS E     -   0.99997174  x   0.99996266  =   0.99993440
 CO1354!UTM  16      -   0.99997174  x   1.00011759  =   1.00008932
 CO1354
 CO1354|---------------------------------------------------------------------|
 CO1354| PID    Reference Object                     Distance      Geod. Az  |
 CO1354|                                                           dddmmss.s |
 CO1354| CO1353 BAXTER                               28.552 METERS 07655     |
 CO1354| CO1352 TURNERVILLE                         APPROX.19.0 KM 1885931.0 |
 CO1354| CO1356 LOUIN MUN TANK                      APPROX.16.1 KM 2104445.9 |
 CO1354| CO1355 BAXTER LOT                          107.368 METERS 34028     |
 CO1354|---------------------------------------------------------------------|
 CO1354
 CO1354                          SUPERSEDED SURVEY CONTROL
 CO1354
 CO1354  NAD 83(1986)-  32 11 38.43763(N)    089 10 23.71376(W) AD(       ) 1
 CO1354  NAD 27      -  32 11 37.90526(N)    089 10 23.49778(W) AD(       ) 1
 CO1354  NGVD 29 (07/19/86)  207.0    (m)          679.     (f) VERT ANG    3  
 CO1354
 CO1354.Superseded values are not recommended for survey control.
 CO1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1354.See file dsdata.txt to determine how the superseded data were derived.
 CO1354
 CO1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA9513764011(NAD 83)
 CO1354_MARKER: DS = TRIANGULATION STATION DISK
 CO1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1354_SP_SET: CONCRETE POST
 CO1354_STAMPING: BAXTER RM A 1970
 CO1354_MARK LOGO: NGS   
 CO1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1354+STABILITY: SURFACE MOTION
 CO1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1354+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 CO1354
 CO1354  HISTORY     - Date     Condition        Report By
 CO1354  HISTORY     - 1970     MONUMENTED       NGS
 CO1354  HISTORY     - 1970     GOOD             NGS
 CO1354  HISTORY     - 19940112 GOOD             MSHD
 CO1354
 CO1354                          STATION DESCRIPTION
 CO1354
 CO1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1354'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF NEWTON, 3
 CO1354'MILES SOUTHWEST OF GARLANDVILLE AND ON PROPERTY OWNED BY MR. ROBERT
 CO1354'BEAL.
 CO1354'
 CO1354'THE STATION MARK IS A STANDARD DISK, STAMPED BAXTER RM A 1970,
 CO1354'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 18-INCHES BELOW
 CO1354'THE GROUND SURFACE.  IT IS 95.1 FEET WEST-SOUTHWEST OF A METAL
 CO1354'WITNESS POST WITH SIGN ATTACHED, 85 FEET SOUTHWEST OF A 4-INCH
 CO1354'PINE TREE AND 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 CO1354'OLD HOUSE.
 CO1354'
 CO1354'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
 CO1354
 CO1354                          STATION RECOVERY (1970)
 CO1354
 CO1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CO1354'RECOVERED IN GOOD CONDITION.
 CO1354
 CO1354                          STATION RECOVERY (1994)
 CO1354
 CO1354'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994
 CO1354'THE MARK IS LOCATED ABOUT 16.4 MI (26.4 KM) NORTHEAST OF BAY SPRINGS
 CO1354'IN AN OPEN FIELD, 10.9 MI (17.5 KM) NORTHWEST OF ROSE HILL, 8.7 MI
 CO1354'(14.0 KM) SOUTH-SOUTHWEST OF NEWTON, 5.8 MI (9.3 KM) NORTHEAST OF
 CO1354'MONTROSE AND IS IN SECTION 9, T 4N, R 11E.
 CO1354'TO REACH FROM THE I-20 BRIDGE OVER STATE HIGHWAY 15 AT THE NORTHEAST
 CO1354'EDGE OF NEWTON, GO SOUTH ON STATE HIGHWAY 15 FOR 6.25 MI (10.06 KM)
 CO1354'TO THE JUNCTION OF STATE HIGHWAY 504, CONTINUE SOUTH ON STATE HIGHWAY
 CO1354'15 FOR 4.65 MI (7.48 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CO1354'NORTHWEST ON A GRAVEL ROAD FOR 0.3 MI (0.5 KM) TO A STAND PIPE ON THE
 CO1354'RIGHT AND THE MARK ON THE LEFT
 CO1354'THE MARK IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 CO1354'CONCRETE 14 INCHES BELOW THE GROUND, ABOUT 290.0 FT (88.4 M)
 CO1354'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 110.0 FT (33.5 M) WEST OF A
 CO1354'24 INCH OAK, 76.0 FT (23.2 M) NORTHWEST OF THE NORTHWEST CORNER OF AN
 CO1354'ABANDONED HOUSE AND 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1675 ***********************************************************************
 BV1675  DESIGNATION -  BAXTERVILLE
 BV1675  PID         -  BV1675
 BV1675  STATE/COUNTY-  MS/LAMAR
 BV1675  USGS QUAD   -  BAXTERVILLE (1982)
 BV1675
 BV1675                         *CURRENT SURVEY CONTROL
 BV1675  ___________________________________________________________________
 BV1675* NAD 83(1993)-  31 04 59.37794(N)    089 35 19.98110(W)     ADJUSTED  
 BV1675* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 BV1675  ___________________________________________________________________
 BV1675  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BV1675  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BV1675  HORZ ORDER  -  SECOND
 BV1675
 BV1675.The horizontal coordinates were established by classical geodetic methods
 BV1675.and adjusted by the National Geodetic Survey in May 1994.
 BV1675
 BV1675.The orthometric height was scaled from a topographic map.
 BV1675
 BV1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1675
 BV1675.The geoid height was determined by GEOID03.
 BV1675
 BV1675;                    North         East     Units Scale Factor Converg.
 BV1675;SPC MS E     -   175,741.714   227,907.043   MT  1.00001409   -0 23 24.3
 BV1675;SPC MS E     -   576,579.27    747,725.02   sFT  1.00001409   -0 23 24.3
 BV1675;SPC MS W     -   175,734.555   771,033.733   MT  1.00001222   +0 23 03.7
 BV1675;SPC MS W     -   576,555.79  2,529,633.17   sFT  1.00001222   +0 23 03.7
 BV1675;UTM  16      - 3,441,700.206   253,024.687   MT  1.00035246   -1 20 14.2
 BV1675
 BV1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1675!SPC MS E     -   0.99998424  x   1.00001409  =   0.99999833
 BV1675!SPC MS W     -   0.99998424  x   1.00001222  =   0.99999646
 BV1675!UTM  16      -   0.99998424  x   1.00035246  =   1.00033669
 BV1675
 BV1675|---------------------------------------------------------------------|
 BV1675| PID    Reference Object                     Distance      Geod. Az  |
 BV1675|                                                           dddmmss.s |
 BV1675| CF9389 BAXTERVILLE RM 1                     30.855 METERS 05520     |
 BV1675| BV1652 JOHNSON                             APPROX.11.6 KM 0823859.0 |
 BV1675| CF9388 BAXTERVILLE AZ MK                                  1094933.4 |
 BV1675| CF9390 BAXTERVILLE RM 2                     37.259 METERS 30655     |
 BV1675|---------------------------------------------------------------------|
 BV1675
 BV1675                          SUPERSEDED SURVEY CONTROL
 BV1675
 BV1675  NAD 83(1986)-  31 04 59.39282(N)    089 35 19.97914(W) AD(       ) 2
 BV1675  NAD 27      -  31 04 58.73900(N)    089 35 19.72600(W) AD(       ) 2
 BV1675
 BV1675.Superseded values are not recommended for survey control.
 BV1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1675.See file dsdata.txt to determine how the superseded data were derived.
 BV1675
 BV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5302541700(NAD 83)
 BV1675_MARKER: DS = TRIANGULATION STATION DISK
 BV1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1675+STABILITY: SURFACE MOTION
 BV1675
 BV1675  HISTORY     - Date     Condition        Report By
 BV1675  HISTORY     - 1943     MONUMENTED       CGS
 BV1675  HISTORY     - 1944     GOOD             SHELL
 BV1675  HISTORY     - 1956     GOOD             CGS
 BV1675  HISTORY     - 1964     GOOD             MSHD
 BV1675
 BV1675                          STATION DESCRIPTION
 BV1675
 BV1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1675'STATION IS LOCATED ABOUT 11.0 MILES NW OF LUMBERTON AND 0.5 MILE SE
 BV1675'OF BAXTERVILLE ON LAND OWNED BY MURPHY SMITH. THE MARK IS SET ON THE
 BV1675'N SIDE OF MISS. HIGHWAY 13, 67.0 FEET N OF THE CENTER LINE OF THE
 BV1675'INTERSECTION OF A SIDE ROAD WITH HIGHWAY 13 AND 6.7 FEET ENE OF
 BV1675'REF.  POST. SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BV1675'BRONZE DISKS SET IN CONCRETE.
 BV1675'THE STATION DISK IS STAMPED BAXTERVILLE 1943.
 BV1675'
 BV1675'REFERENCE MARK NO. 1 IS 101.23 FEET NE OF THE STATION AND 75.0 FEET
 BV1675'NW OF A GRADED DIRT ROAD. THE DISK IS STAMPED BAXTERVILLE NO. 1
 BV1675'1943.
 BV1675'
 BV1675'REFERENCE MARK NO. 2 IS 122.24 FEET NW OF THE STATION AND 67.0 FEET
 BV1675'N OF THE CENTER LINE OF HIGHWAY 13. THE DISK IS STAMPED BAXTERVILLE
 BV1675'NO. 2 1943.
 BV1675'
 BV1675'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE ESE OF THE STATION AND
 BV1675'29.5 FEET S OF THE CENTER LINE OF MISSISSIPPI HIGHWAY 13. THE DISK
 BV1675'IS STAMPED BAXTERVILLE 1943.
 BV1675'
 BV1675'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BV1675'MISSISSIPPI HIGHWAY 13 IN LUMBERTON, GO NE ON HIGHWAY 13 FOR 10.03
 BV1675'MILES TO THE AZIMUTH ON THE LEFT. CONTINUE AHEAD FOR 0.35 MILE TO
 BV1675'THE STATION ON THE RIGHT.
 BV1675'
 BV1675'THE STATION MAY ALSO BE REACHED FROM THE POST OFFICE IN THE VILLAGE
 BV1675'OF BAXTERVILLE BY GOING SE ON MISSISSIPPI HIGHWAY 13 FOR 0.55 MILE
 BV1675'TO THE STATION ON THE LEFT.
 BV1675'
 BV1675'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1675
 BV1675                          STATION RECOVERY (1944)
 BV1675
 BV1675'RECOVERY NOTE BY SHELL OIL COMPANY 1944 (JHJ)
 BV1675'STATION IS 0.5 MILE SE OF BAXTERVILLE.
 BV1675'
 BV1675'AZIMUTH MARK DISK IS LOOSE IN CONCRETE.
 BV1675
 BV1675                          STATION RECOVERY (1956)
 BV1675
 BV1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1675'THE STATION WAS VISITED ON SEPTEMBER 18, 1956, AND THE STATION MARK
 BV1675'AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE
 BV1675'AZIMUTH MARK WAS NOT LOCATED. THE DISTANCE TO REFERENCE MARK 2 WAS
 BV1675'FOUND TO BE 122.02 OR 0.22 FT. SHORT OF THE 1943 MEASUREMENT. THE
 BV1675'LAND IS NOW OWNED BY MR. ANDERSON WHO LIVES HERE AND HAS A STORE
 BV1675'ABOUT 150 FT. W OF THE STATION. A NEW DESCRIPTION FOLLOWS--
 BV1675'
 BV1675'THE STATION IS LOCATED ABOUT 11 MI. NW OF LUMBERTON, ABOUT 0.5 MI.
 BV1675'SE OF BAXTERVILLE, IN THE NW ANGLE OF AN INTERSECTION OF STATE
 BV1675'HIGHWAY 13 AND A MACADAM ROAD LEADING NE TO PURVIS, 62 FT. N-NE OF
 BV1675'THE CENTER OF STATE HIGHWAY 13, 45 FT. NE OF A POWER POLE WITH A
 BV1675'TRANSFORMER, 54 FT. W-NW OF THE PROJECTED TANGENT OF THE CENTER
 BV1675'OF THE ROAD LEADING NE, 141 FT. E-SE OF THE E WALL OF THE STORE,
 BV1675'4 FT.  N-NE OF THE PROJECTED PLANE OF THE S SIDE OF THE STORE, AND
 BV1675'28 FT.  S OF THE THIRD OAK TREE FROM THE W END OF A LINE OF FOUR
 BV1675'TREES IN AN E-W ROW. IT IS A STANDARD DISK, STAMPED BAXTERVILLE
 BV1675'1943 AND FLUSH WITH THE GROUND.
 BV1675'
 BV1675'REFERENCE MARK 1 IS 101.23 FT. N-NE OF THE STATION, 74 FT. W-NW OF
 BV1675'THE CENTER OF THE ROAD LEADING NE, AND 8 FT. SW OF A TELEPHONE POLE.
 BV1675'IT IS A STANDARD DISK, STAMPED BAXTERVILLE NO 1 1943 AND PROJECTING
 BV1675'2 IN.
 BV1675'
 BV1675'REFERENCE MARK 2 IS 122.02 FT. W-NW OF THE STATION, 66 FT. N-NE OF
 BV1675'THE HIGHWAY, 19 FT. E-SE OF THE E WALL OF THE ANDERSONS STORE, AND 6
 BV1675'FT. N-NE OF THE PROJECTED PLANE OF THE S SIDE OF THE STORE. IT IS A
 BV1675'STANDARD DISK, STAMPED BAXTERVILLE NO 2 1943 AND PROJECTING 2 IN.
 BV1675'
 BV1675'TO REACH THE STATION FROM THE POST OFFICE IN BAXTERVILLE, GO SE ON
 BV1675'STATE HIGHWAY 13 FOR 0.55 MI. TO THE TOP OF THE GRADE AND A ROAD
 BV1675'LEADING NE. THE STATION IS IN THE NW ANGLE OF THIS INTERSECTION.
 BV1675
 BV1675                          STATION RECOVERY (1964)
 BV1675
 BV1675'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1675'THE STATION WAS VISITED 9-17-64 AND THE STATION, R.M. 1 AND R.M. 2
 BV1675'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT FOUND. THE
 BV1675'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2368 ***********************************************************************
 BH2368  DESIGNATION -  BAY
 BH2368  PID         -  BH2368
 BH2368  STATE/COUNTY-  MS/JACKSON
 BH2368  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2368
 BH2368                         *CURRENT SURVEY CONTROL
 BH2368  ___________________________________________________________________
 BH2368* NAD 83(1993)-  30 23 10.06069(N)    088 48 43.13262(W)     ADJUSTED  
 BH2368* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2368  ___________________________________________________________________
 BH2368  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2368  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH2368  HORZ ORDER  -  THIRD
 BH2368
 BH2368.The horizontal coordinates were established by classical geodetic methods
 BH2368.and adjusted by the National Geodetic Survey in May 1994.
 BH2368
 BH2368.The orthometric height was scaled from a topographic map.
 BH2368
 BH2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2368
 BH2368.The geoid height was determined by GEOID03.
 BH2368
 BH2368;                    North         East     Units Scale Factor Converg.
 BH2368;SPC MS E     -    98,223.892   302,052.055   MT  0.99995005   +0 00 38.9
 BH2368;SPC MS E     -   322,256.22    990,982.45   sFT  0.99995005   +0 00 38.9
 BH2368;UTM  16      - 3,362,965.488   325,904.842   MT  0.99997392   -0 55 00.4
 BH2368
 BH2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2368!SPC MS E     -   1.00000428  x   0.99995005  =   0.99995433
 BH2368!UTM  16      -   1.00000428  x   0.99997392  =   0.99997820
 BH2368
 BH2368:                Primary Azimuth Mark                     Grid Az
 BH2368:SPC MS E     -  ISLAND HOUSE                             034 20 17.8
 BH2368:UTM  16      -  ISLAND HOUSE                             035 15 57.1
 BH2368
 BH2368|---------------------------------------------------------------------|
 BH2368| PID    Reference Object                     Distance      Geod. Az  |
 BH2368|                                                           dddmmss.s |
 BH2368| BH2372 ISLAND HOUSE                        496.009 METERS 0342056.7 |
 BH2368| DD8344 BAY RM 1                             18.992 METERS 06613     |
 BH2368| DD8345 BAY RM 2                             23.982 METERS 16535     |
 BH2368| BH2392 LOX                                 APPROX. 2.4 KM 2243749.2 |
 BH2368| BH2364 BILOXI CHANNEL BEACON 36            APPROX. 3.5 KM 2703620.4 |
 BH2368| BH2366 BILOXI HARBOR BEACON 48             APPROX. 2.8 KM 2972343.1 |
 BH2368| BH2365 BILOXI BAY RTE 90 DRAWSPAN LT       APPROX. 4.0 KM 3032642.6 |
 BH2368| BH2369 BILOXI RR BRIDGE CENTER LIGHT       APPROX. 4.5 KM 3034541.5 |
 BH2368|---------------------------------------------------------------------|
 BH2368
 BH2368                          SUPERSEDED SURVEY CONTROL
 BH2368
 BH2368  NAD 83(1993)-  30 23 10.07301(N)    088 48 43.12377(W) AD(       ) 3
 BH2368  NAD 83(1986)-  30 23 10.08122(N)    088 48 43.12081(W) AD(       ) 3
 BH2368  NAD 27      -  30 23 09.37100(N)    088 48 43.01100(W) AD(       ) 3
 BH2368
 BH2368.Superseded values are not recommended for survey control.
 BH2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2368.See file dsdata.txt to determine how the superseded data were derived.
 BH2368
 BH2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2590562965(NAD 83)
 BH2368_MARKER: DS = TRIANGULATION STATION DISK
 BH2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2368
 BH2368  HISTORY     - Date     Condition        Report By
 BH2368  HISTORY     - 1935     MONUMENTED       CGS
 BH2368  HISTORY     - 1939     GOOD             CGS
 BH2368  HISTORY     - 1944     GOOD             CGS
 BH2368  HISTORY     - 1946     GOOD             CGS
 BH2368  HISTORY     - 1950     GOOD             CGS
 BH2368  HISTORY     - 1966     GOOD             CGS
 BH2368  HISTORY     - 1966     GOOD             CGS
 BH2368  HISTORY     - 1969     GOOD             CGS
 BH2368  HISTORY     - 1973     GOOD             NPS
 BH2368
 BH2368                          STATION DESCRIPTION
 BH2368
 BH2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2368'THE STATION IS ON THE E SIDE OF THE MOUTH OF BILOXI BAY, ON THE S
 BH2368'SIDE OF THE MOUTH OF DAVIS BAYOU ON THE TIP OF MARSH POINT.
 BH2368'
 BH2368'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BH2368'
 BH2368'THE STATION MARK, PROJECTING ABOUT 1 FOOT IS IN THE MARSH ABOUT 100
 BH2368'METERS FROM THE EXTREME TIP OF THE POINT, AND ABOUT 20 METERS
 BH2368'FROM THE SW SHORE.
 BH2368'
 BH2368'REFERENCE MARK NO. 1 PROJECTING ABOUT 1 FOOT, IS E OF THE STATION IN
 BH2368'THE MARSH.
 BH2368'
 BH2368'REFERENCE MARK NO. 2 PROJECTING ABOUT 1 FOOT, IS S OF THE STATION IN
 BH2368'THE MARSH.
 BH2368
 BH2368                          STATION RECOVERY (1939)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (USE)
 BH2368'RECOVERED.
 BH2368
 BH2368                          STATION RECOVERY (1944)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 BH2368'STATION FOUND IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BH2368
 BH2368                          STATION RECOVERY (1946)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2368'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  DISTANCES FROM
 BH2368'STATION TO REFERENCE MARKS AND DISTANCE BETWEEN REFERENCE
 BH2368'MARKS WERE MEASURED AND CHECK.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BH2368
 BH2368                          STATION RECOVERY (1950)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2368'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BH2368'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BH2368'ADDITION AND CORRECTIONS- THE STATION IS 2 FEET W OF A 4- BY 4-INCH
 BH2368'WOODEN WITNESS POST.  THE CONCRETE MONUMENTS NOW PROJECT 0.3 FOOT
 BH2368'INSTEAD OF 1.0 FOOT.
 BH2368
 BH2368                          STATION RECOVERY (1966)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WRC)
 BH2368'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 BH2368
 BH2368                          STATION RECOVERY (1966)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2368'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  THE
 BH2368'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE ORIGINAL
 BH2368'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES-
 BH2368'
 BH2368'STATION IS 60.0 FEET NORTHEAST OF MEAN HIGH WATER LINE.  R.M. 2 IS 6
 BH2368'INCHES BELOW SURFACE OF THE GROUND AND 1.0 FOOT NORTH OF A 6 INCH
 BH2368'X 6 INCH POST WHICH IS 2 FEET HIGH.
 BH2368
 BH2368                          STATION RECOVERY (1969)
 BH2368
 BH2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2368'RECOVERED.  STATION AND RMS WERE RECOVERED IN GOOD CONDITION.
 BH2368'DESCRIPTION BY J.K.W., 1966 IS ADEQUATE.
 BH2368
 BH2368                          STATION RECOVERY (1973)
 BH2368
 BH2368'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GAG)
 BH2368'RECOVERED BY J. A. GRATERMAN, CIVIL ENGR. FOR NATL. PARK SVC., DENVER
 BH2368'SVC. CTR.
 BH2368'
 BH2368'BAY 1935 GOOD, EASIEST TO RECOVER AT LOW TIDE.
 BH2368'
 BH2368'BAY NO. 1 1935
 BH2368'GOOD, EASIEST TO RECOVER AT LOW TIDE.
 BH2368'
 BH2368'BAY NO. 2 1935 GOOD, EASIEST TO
 BH2368'RECOVER AT LOW TIDE.
 BH2368'
 BH2368'2 INCH STEEL PIPE 2 FEET W. OF STATION IS WITNESS POST.
 BH2368'
 BH2368'3 INCH DIA. WOOD
 BH2368'IS WITNESS POST SET 2 FEET E OF NO. 1 MARK.
 BH2368'
 BH2368'8 INCH DIA. WOOD IS WITNESS POST
 BH2368'SET 2 FEET E. OF NO. 2 MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1621 ***********************************************************************
 BV1621  DESIGNATION -  BAY SPRINGS E MUN TANK
 BV1621  PID         -  BV1621
 BV1621  STATE/COUNTY-  MS/JASPER
 BV1621  USGS QUAD   -  BAY SPRINGS (1974)
 BV1621
 BV1621                         *CURRENT SURVEY CONTROL
 BV1621  ___________________________________________________________________
 BV1621* NAD 83(1993)-  31 58 36.33854(N)    089 16 56.51840(W)     ADJUSTED  
 BV1621* NAVD 88     -              **(meters)            **(feet)            
 BV1621  ___________________________________________________________________
 BV1621  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BV1621  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BV1621  HORZ ORDER  -  THIRD
 BV1621
 BV1621.The horizontal coordinates were established by classical geodetic methods
 BV1621.and adjusted by the National Geodetic Survey in May 1994.
 BV1621
 BV1621
 BV1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1621
 BV1621.The geoid height was determined by GEOID03.
 BV1621
 BV1621;                    North         East     Units Scale Factor Converg.
 BV1621;SPC MS E     -   274,660.572   257,560.703   MT  0.99997220   -0 14 16.1
 BV1621;SPC MS E     -   901,115.56    845,013.74   sFT  0.99997220   -0 14 16.1
 BV1621;UTM  16      - 3,540,135.283   284,338.719   MT  1.00017362   -1 12 32.9
 BV1621
 BV1621                          SUPERSEDED SURVEY CONTROL
 BV1621
 BV1621  NAD 83(1986)-  31 58 36.35164(N)    089 16 56.51846(W) AD(       ) 4
 BV1621  NAD 27      -  31 58 35.79262(N)    089 16 56.30936(W) AD(       ) 3
 BV1621
 BV1621.Superseded values are not recommended for survey control.
 BV1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1621.See file dsdata.txt to determine how the superseded data were derived.
 BV1621
 BV1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA8433940135(NAD 83)
 BV1621_MARKER: 53 = ELEVATED TANK
 BV1621
 BV1621  HISTORY     - Date     Condition        Report By
 BV1621  HISTORY     - 1970     FIRST OBSERVED   NGS
 BV1621  HISTORY     - 20081126 MARK NOT FOUND   MSSU
 BV1621
 BV1621                          STATION DESCRIPTION
 BV1621
 BV1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 BV1621'THE STATION IS THE FINIAL KNOB ATOP THE BAY SPRINGS,
 BV1621'MUNICIPAL EAST WATER TANK, THAT IS LOCATED NEAR THE INTERSECTION
 BV1621'OF A STREET AND SIXTH AVENUE IN THE EASTERN SECTION OF THE
 BV1621'CITY OF BAY SPRINGS.  THE TANK IS CYLINDRICAL IN SHAPE,
 BV1621'SUPPORTED BY FOUR STRUCTURAL STEEL LEGS AND IS PAINTED
 BV1621'ALUMINUM IN COLOR.  IT IS 130 FEET IN HEIGHT.
 BV1621
 BV1621                          STATION RECOVERY (2008)
 BV1621
 BV1621'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JS)
 BV1621'THE WATER TANK HAS BEEN DECOMMISSIONED AND DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1619 ***********************************************************************
 BV1619  DESIGNATION -  BAY SPRINGS TEL KDR 552 MAST
 BV1619  PID         -  BV1619
 BV1619  STATE/COUNTY-  MS/JASPER
 BV1619  USGS QUAD   -  BAY SPRINGS (1974)
 BV1619
 BV1619                         *CURRENT SURVEY CONTROL
 BV1619  ___________________________________________________________________
 BV1619* NAD 83(1993)-  31 59 22.84590(N)    089 17 21.24675(W)     ADJUSTED  
 BV1619* NAVD 88     -              **(meters)            **(feet)            
 BV1619  ___________________________________________________________________
 BV1619  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BV1619  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BV1619  HORZ ORDER  -  THIRD
 BV1619
 BV1619.The horizontal coordinates were established by classical geodetic methods
 BV1619.and adjusted by the National Geodetic Survey in May 1994.
 BV1619
 BV1619
 BV1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1619
 BV1619.The geoid height was determined by GEOID03.
 BV1619
 BV1619;                    North         East     Units Scale Factor Converg.
 BV1619;SPC MS E     -   276,095.747   256,917.528   MT  0.99997288   -0 14 29.5
 BV1619;SPC MS E     -   905,824.13    842,903.59   sFT  0.99997288   -0 14 29.5
 BV1619;UTM  16      - 3,541,581.450   283,719.845   MT  1.00017692   -1 12 47.6
 BV1619
 BV1619                          SUPERSEDED SURVEY CONTROL
 BV1619
 BV1619  NAD 83(1986)-  31 59 22.85859(N)    089 17 21.24724(W) AD(       ) 4
 BV1619  NAD 27      -  31 59 22.31130(N)    089 17 21.02429(W) AD(       ) 3
 BV1619
 BV1619.Superseded values are not recommended for survey control.
 BV1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1619.See file dsdata.txt to determine how the superseded data were derived.
 BV1619
 BV1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA8372041581(NAD 83)
 BV1619_MARKER: 42 = RADIO/TV MAST
 BV1619
 BV1619  HISTORY     - Date     Condition        Report By
 BV1619  HISTORY     - 1970     FIRST OBSERVED   NGS
 BV1619
 BV1619                          STATION DESCRIPTION
 BV1619
 BV1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 BV1619'THE STATION IS THE RED LIGHT ATOP THE BAY SPRINGS, TELEPHONE
 BV1619'COMPANY RADIO KDR 552, MAST THAT IS LOCATED ON THE HIGHEST
 BV1619'POINT OF A HILL IN THE NORTHWESTERN SECTION OF BAY SPRINGS
 BV1619'AND 0.2 MILE WEST OF STATE HIGHWAY 15.  THE MAST IS TRIANGULAR
 BV1619'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 BV1619'AND IS 200 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1620 ***********************************************************************
 BV1620  DESIGNATION -  BAY SPRINGS W MUN TANK
 BV1620  PID         -  BV1620
 BV1620  STATE/COUNTY-  MS/JASPER
 BV1620  USGS QUAD   -  BAY SPRINGS (1974)
 BV1620
 BV1620                         *CURRENT SURVEY CONTROL
 BV1620  ___________________________________________________________________
 BV1620* NAD 83(1993)-  31 59 01.43458(N)    089 17 22.29667(W)     ADJUSTED  
 BV1620* NAVD 88     -              **(meters)            **(feet)            
 BV1620  ___________________________________________________________________
 BV1620  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BV1620  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BV1620  HORZ ORDER  -  THIRD
 BV1620
 BV1620.The horizontal coordinates were established by classical geodetic methods
 BV1620.and adjusted by the National Geodetic Survey in May 1994.
 BV1620
 BV1620
 BV1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1620
 BV1620.The geoid height was determined by GEOID03.
 BV1620
 BV1620;                    North         East     Units Scale Factor Converg.
 BV1620;SPC MS E     -   275,436.379   256,887.186   MT  0.99997291   -0 14 29.9
 BV1620;SPC MS E     -   903,660.85    842,804.04   sFT  0.99997291   -0 14 29.9
 BV1620;UTM  16      - 3,540,922.557   283,678.318   MT  1.00017714   -1 12 47.5
 BV1620
 BV1620                          SUPERSEDED SURVEY CONTROL
 BV1620
 BV1620  NAD 83(1986)-  31 59 01.44717(N)    089 17 22.29730(W) AD(       ) 4
 BV1620  NAD 27      -  31 59 00.89946(N)    089 17 22.07390(W) AD(       ) 3
 BV1620
 BV1620.Superseded values are not recommended for survey control.
 BV1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1620.See file dsdata.txt to determine how the superseded data were derived.
 BV1620
 BV1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA8367840923(NAD 83)
 BV1620_MARKER: 53 = ELEVATED TANK
 BV1620
 BV1620  HISTORY     - Date     Condition        Report By
 BV1620  HISTORY     - 1970     FIRST OBSERVED   NGS
 BV1620
 BV1620                          STATION DESCRIPTION
 BV1620
 BV1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 BV1620'THE STATION IS THE FINIAL KNOB ATOP THE BAY SPRINGS,
 BV1620'MUNICIPAL WEST WATER TANK, THAT IS LOCATED NEAR THE INTERSECTION
 BV1620'OF COURT STREET AND FIRST AVENUE IN THE NORTHWESTERN SECTION
 BV1620'OF THE CITY OF BAY SPRINGS.  THE TANK IS SPHERICAL IN SHAPE,
 BV1620'SUPPORTED BY FOUR STRUCTURAL STEEL LEGS AND IS PAINTED
 BV1620'ALUMINUM IN COLOR.  IT IS 110 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2785 ***********************************************************************
 CP2785  DESIGNATION -  BAYLAND
 CP2785  PID         -  CP2785
 CP2785  STATE/COUNTY-  MS/YAZOO
 CP2785  USGS QUAD   -  BAYLAND (1988)
 CP2785
 CP2785                         *CURRENT SURVEY CONTROL
 CP2785  ___________________________________________________________________
 CP2785* NAD 83(1993)-  32 53 35.47609(N)    090 38 35.09018(W)     ADJUSTED  
 CP2785* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 CP2785  ___________________________________________________________________
 CP2785  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CP2785  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CP2785  HORZ ORDER  -  SECOND
 CP2785
 CP2785.The horizontal coordinates were established by classical geodetic methods
 CP2785.and adjusted by the National Geodetic Survey in May 1994.
 CP2785
 CP2785.The orthometric height was scaled from a topographic map.
 CP2785
 CP2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2785
 CP2785.The geoid height was determined by GEOID03.
 CP2785
 CP2785;                    North         East     Units Scale Factor Converg.
 CP2785;SPC MS W     -   376,236.651   671,019.684   MT  0.99996035   -0 10 05.6
 CP2785;SPC MS W     - 1,234,369.75  2,201,503.75   sFT  0.99996035   -0 10 05.6
 CP2785;UTM  15      - 3,641,909.257   720,464.201   MT  1.00019934   +1 16 49.8
 CP2785
 CP2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2785!SPC MS W     -   0.99999934  x   0.99996035  =   0.99995969
 CP2785!UTM  15      -   0.99999934  x   1.00019934  =   1.00019868
 CP2785
 CP2785|---------------------------------------------------------------------|
 CP2785| PID    Reference Object                     Distance      Geod. Az  |
 CP2785|                                                           dddmmss.s |
 CP2785| CY3371 BAYLAND RM 2                         51.661 METERS 01452     |
 CP2785| CP2779 LOUISE MUNICIPAL TANK               APPROX.11.1 KM 0260715.5 |
 CP2785| CY3369 BAYLAND AZ MK                                      2432352.0 |
 CP2785| CY3370 BAYLAND RM 1                         33.168 METERS 28439     |
 CP2785|---------------------------------------------------------------------|
 CP2785
 CP2785                          SUPERSEDED SURVEY CONTROL
 CP2785
 CP2785  NAD 83(1986)-  32 53 35.48887(N)    090 38 35.08486(W) AD(       ) 2
 CP2785  NAD 27      -  32 53 35.02050(N)    090 38 34.74610(W) AD(       ) 2
 CP2785
 CP2785.Superseded values are not recommended for survey control.
 CP2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2785.See file dsdata.txt to determine how the superseded data were derived.
 CP2785
 CP2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2046441909(NAD 83)
 CP2785_MARKER: DS = TRIANGULATION STATION DISK
 CP2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2785
 CP2785  HISTORY     - Date     Condition        Report By
 CP2785  HISTORY     - 1959     MONUMENTED       CGS
 CP2785  HISTORY     - 1966     GOOD             MSHD
 CP2785  HISTORY     - 19860130 MARK NOT FOUND   USGS
 CP2785
 CP2785                          STATION DESCRIPTION
 CP2785
 CP2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2785'THE STATION IS ABOUT 5 MILES NORTH AND 4 MILES EAST OF HOLLY
 CP2785'BLUFF, 6 MILES SOUTH AND 3 MILES WEST OF LOUISE AND ALONG
 CP2785'THE SOUTHEAST SIDE OF STATE HIGHWAY 16.  IT IS ON THE PROPERTY
 CP2785'OF MR. THOMAS MILLER AND IN THE NORTHEAST 1/4 OF SECTION 18,
 CP2785'T 12 N, R 4 W.
 CP2785'
 CP2785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 CP2785'U.S. HIGHWAY 49W ABOUT 12 MILES WEST OF YAZOO CITY, GO SOUTHWEST
 CP2785'ON HIGHWAY 16 FOR 4.55 MILES TO WHERE THE HIGHWAY CURVES RIGHT
 CP2785'AND THE STATION ON THE LEFT, CONTINUE WEST-SOUTHWEST ON THE
 CP2785'HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2785'
 CP2785'THE STATION MARKS ARE STANDARD DISKS, STAMPED BAYLAND 1959.
 CP2785'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 CP2785'POST PROJECTING 5 INCHES.  IT IS 264 FEET SOUTH OF THE CENTER
 CP2785'OF THE INTERSECTION OF A SIDE ROAD EAST AND HIGHWAY 16, 134
 CP2785'FEET NORTH OF A POWERLINE POLE, 43 FEET SOUTHEAST OF THE CENTER
 CP2785'OF HIGHWAY 16, 32 FEET SOUTH-SOUTHEAST OF THE EAST END OF A
 CP2785'CONCRETE CULVERT, 30 FEET NORTHWEST OF THE EXTENDED ALIGNMENT
 CP2785'OF THE HIGHWAY GOING NORTHEAST AND 18 FEET SOUTHWEST OF A
 CP2785'24-INCH TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE.  THE
 CP2785'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2785'36 INCHES BELOW THE GROUND SURFACE.  A METAL, WITNESS
 CP2785'SIGNPOST WAS SET 1 FOOT WEST OF THE MARK.
 CP2785'
 CP2785'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAYLAND NO 1 1959,
 CP2785'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2785'6 INCHES.  IT IS 69 FEET SOUTH-SOUTHWEST OF A TELEPHONE LINE POLE,
 CP2785'44 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND 23 FEET
 CP2785'SOUTHEAST OF THE EAST RAIL OF RAILROAD TRACK.
 CP2785'
 CP2785'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAYLAND NO 2 1959,
 CP2785'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2785'5 INCHES.  IT IS 65 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 CP2785'CULVERT, 57 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 12 FEET
 CP2785'SOUTHEAST OF THE EAST RAIL OF RAILROAD TRACK AND 2 FEET SOUTH
 CP2785'OF A TELEPHONE LINE POLE.
 CP2785'
 CP2785'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAYLAND 1959, SET
 CP2785'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 7
 CP2785'INCHES.  IT IS 88 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 CP2785'OF A SIDE ROAD EAST AND THE HIGHWAY, 79 FEET WEST-SOUTHWEST
 CP2785'OF THE CENTER OF THE SIDE ROAD, 29 FEET SOUTH-SOUTHEAST OF
 CP2785'THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST OF A POWERLINE
 CP2785'POLE.  A METAL, WITNESS SIGNPOST WAS SET 2 FEET NORTH-NORTHWEST
 CP2785'OF THE MARK.
 CP2785'
 CP2785'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2785
 CP2785                          STATION RECOVERY (1966)
 CP2785
 CP2785'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2785'THE STATION WAS VISITED 8-4-66 AND ALL MARKS WERE FOUND IN
 CP2785'GOOD CONDITION.
 CP2785'
 CP2785'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO
 CP2785'CITY GO WEST ON U.S. HIGHWAY 49 WEST FOR 12.8 MILES TO WHERE
 CP2785'HIGHWAY 49 WEST CURVES SHARP TO THE RIGHT AND MISSISSIPPI HIGHWAY
 CP2785'16 GOES STRAIGHT, CONTINUE WEST ON HIGHWAY 16 FOR 4.8 MILES
 CP2785'TO THE STATION ON THE LEFT JUST PAST A SIDE ROAD LEFT.  TO
 CP2785'REACH THE AZIMUTH CONTINUE SOUTHWEST ON HIGHWAY 16 FOR 0.3
 CP2785'MILE TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 CP2785'
 CP2785'THE STATION DISK IS STAMPED BAYLAND (1959), 264 FEET SOUTH
 CP2785'OF THE CENTER OF THE INTERSECTION OF THE SIDE ROAD AND HIGHWAY
 CP2785'16, 134 FEET NORTH OF A POWER POLE, 43 FEET SOUTHEAST OF THE
 CP2785'CENTER OF HIGHWAY 16, 32 FEET SOUTH-SOUTHEAST OF THE EAST
 CP2785'END OF A CONCRETE CULVERT, 1.5 FEET EAST OF A METAL WITNESS
 CP2785'POST, AND 1 FOOT WEST OF A FENCE.
 CP2785'
 CP2785'R.M. 1 IS 69 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 44
 CP2785'FEET NORTHWEST OF THE CENTER OF HIGHWAY 16, 23 FEET SOUTHEAST
 CP2785'OF THE EAST RAIL, AND STAMPED BAYLAND NO. 1 (1959).
 CP2785'
 CP2785'R.M. 2 IS 65 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 CP2785'CULVERT, 57 FEET NORTHWEST OF THE CENTER OF HIGHWAY 16, 12
 CP2785'FEET SOUTHEAST OF THE EAST RAIL, 2 FEET SOUTH OF A TELEPHONE
 CP2785'POLE, AND STAMPED BAYLAND NO. 2 (1959).
 CP2785'
 CP2785'THE AZIMUTH MARK IS 88 FEET SOUTHWEST OF THE CENTER OF THE
 CP2785'INTERSECTION OF THE SIDE ROAD AND HIGHWAY 16, 79 FEET WEST-SOUTHWEST
 CP2785'OF THE CENTER OF THE SIDE ROAD, 29 FEET SOUTH-SOUTHEAST OF THE
 CP2785'CENTER OF HIGHWAY 16, 1.8 FEET NORTHEAST OF A POWER POLE,
 CP2785'1.5 FEET SOUTH OF A METAL WITNESS POST, AND STAMPED BAYLAND 1959.
 CP2785
 CP2785                          STATION RECOVERY (1986)
 CP2785
 CP2785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JMD)
 CP2785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2497 ***********************************************************************
 BH2497  DESIGNATION -  BAYOU
 BH2497  PID         -  BH2497
 BH2497  STATE/COUNTY-  MS/JACKSON
 BH2497  USGS QUAD   -  LATIMER (1982)
 BH2497
 BH2497                         *CURRENT SURVEY CONTROL
 BH2497  ___________________________________________________________________
 BH2497* NAD 83(1993)-  30 35 12.73404(N)    088 49 36.10320(W)     ADJUSTED  
 BH2497* NAVD 88     -        35.45   (+/-2cm)     116.3    (feet)  VERTCON   
 BH2497  ___________________________________________________________________
 BH2497  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BH2497  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH2497  HORZ ORDER  -  SECOND
 BH2497  VERT ORDER  -  THIRD ? (See Below)
 BH2497
 BH2497.The horizontal coordinates were established by classical geodetic methods
 BH2497.and adjusted by the National Geodetic Survey in May 1994.
 BH2497
 BH2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2497.The vertical order pertains to the NGVD 29 superseded value.
 BH2497
 BH2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2497
 BH2497.The geoid height was determined by GEOID03.
 BH2497
 BH2497;                    North         East     Units Scale Factor Converg.
 BH2497;SPC MS E     -   120,477.066   300,636.642   MT  0.99995000   +0 00 12.2
 BH2497;SPC MS E     -   395,265.17    986,338.72   sFT  0.99995000   +0 00 12.2
 BH2497;UTM  16      - 3,385,239.293   324,850.911   MT  0.99997845   -0 55 47.1
 BH2497
 BH2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2497!SPC MS E     -   0.99999894  x   0.99995000  =   0.99994894
 BH2497!UTM  16      -   0.99999894  x   0.99997845  =   0.99997739
 BH2497
 BH2497|---------------------------------------------------------------------|
 BH2497| PID    Reference Object                     Distance      Geod. Az  |
 BH2497|                                                           dddmmss.s |
 BH2497| DD8350 BAYOU RM 1                           32.038 METERS 03029     |
 BH2497| DD8349 BAYOU AZ MK                                        1401618.7 |
 BH2497| DD8351 BAYOU RM 2                           34.107 METERS 14523     |
 BH2497| BH2499 LATIMER FIRE TOWER                  APPROX. 6.6 KM 2082123.2 |
 BH2497|---------------------------------------------------------------------|
 BH2497
 BH2497                          SUPERSEDED SURVEY CONTROL
 BH2497
 BH2497  NAD 83(1993)-  30 35 12.74781(N)    088 49 36.09823(W) AD(       ) 2
 BH2497  NAD 83(1986)-  30 35 12.75434(N)    088 49 36.09667(W) AD(       ) 2
 BH2497  NAD 27      -  30 35 12.05300(N)    088 49 35.99300(W) AD(       ) 2
 BH2497  NGVD 29 (07/19/86)   35.43   (m)          116.2    (f) LEVELING    3  
 BH2497
 BH2497.Superseded values are not recommended for survey control.
 BH2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2497.See file dsdata.txt to determine how the superseded data were derived.
 BH2497
 BH2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2485185239(NAD 83)
 BH2497_MARKER: DS = TRIANGULATION STATION DISK
 BH2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2497
 BH2497  HISTORY     - Date     Condition        Report By
 BH2497  HISTORY     - 1943     MONUMENTED       CGS
 BH2497  HISTORY     - 1959     GOOD             CGS
 BH2497  HISTORY     - 1968     GOOD             MSHD
 BH2497
 BH2497                          STATION DESCRIPTION
 BH2497
 BH2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2497'STATION IS LOCATED ON THE HEADWATERS OF BAYOU COSTAPIA.  THE MARK IS
 BH2497'SET 60 FEET E OF A N-S GRADED DIRT ROAD, 31.0 FEET S OF AN E-W
 BH2497'TRAIL ROAD AND 6.6 FEET SE OF A STANDARD REFERENCE POST.  THE DISK IS
 BH2497'STAMPED BAYOU 1943.
 BH2497'
 BH2497'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2497'SET IN CONCRETE.
 BH2497'
 BH2497'REFERENCE MARK NO. 1 IS 105.11 FEET NE OF THE STATION AND 11.0 FEET N
 BH2497'OF AN E-W TRAIL ROAD.  THE DISK IS STAMPED BAYOU NO. 1 1943.
 BH2497'
 BH2497'REFERENCE MARK NO. 2 IS 111.90 FEET S OF THE STATION AND 21.0 FEET E
 BH2497'OF THE CENTER LINE OF A DIRT ROAD.  THE DISK IS STAMPED BAYOU NO.
 BH2497'2 1943.
 BH2497'
 BH2497'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF THE STATION IN THE NW
 BH2497'ANGLE OF INTERSECTION OF A DIM T-ROAD WITH THE N-S GRADED DIRT
 BH2497'ROAD.  THE MARK IS SET 50.0 FEET W OF THE DIRT ROAD, 20.0 FEET N OF
 BH2497'THE DIM T-ROAD AND 2.6 FEET W OF A STANDARD REFERENCE POST.
 BH2497'THE DISK IS STAMPED BAYOU 1943.
 BH2497'
 BH2497'TO REACH THE STATION FROM SAUCIER, GO E ON MISSISSIPPI HIGHWAY 55 FOR
 BH2497'5.2 MILES TO CROSSROADS, THEN CONTINUE STRAIGHT AHEAD ON A DIRT
 BH2497'ROAD LEAVING ROUTE 55 FOR 9.4 MILES TO A T-INTERSECTION WITH
 BH2497'MISSISSIPPI HIGHWAY 57, TURN LEFT AND GO 0.35 MILE TO A GRADED
 BH2497'DIRT ROAD LEADING RIGHT, TAKE THE RIGHT FORK FOR 3.8 MILES TO THE
 BH2497'LARUE CROSSROADS, CONTINUE STRAIGHT AHEAD AND FOLLOW THE MAIN
 BH2497'ROAD SOUTHWARD FOR 2.5 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 1.0
 BH2497'MILE TO THE STATION ON THE LEFT.
 BH2497'
 BH2497'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWARD ON THE
 BH2497'GRADED DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BH2497'
 BH2497'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2497
 BH2497                          STATION RECOVERY (1959)
 BH2497
 BH2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2497'THE STATION WAS VISITED 3-12-59 AND THE STATION, REFERENCE MARKS NO.
 BH2497'1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW
 BH2497'DESCRIPTION TO REACH THE STATION IS WRITTEN FROM BROOM.  A NEW
 BH2497'DESCRIPTION OF THE STATION FOLLOWS-
 BH2497'
 BH2497'THE STATION IS LOCATED 9.5 MILES NORTHWEST OF VANCLEAVE, AND 3.0
 BH2497'MILES SOUTHEAST OF THE LARUE BAPTIST CHURCH AT LARUE
 BH2497'CROSSROADS.  IT IS LOCATED IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 BH2497'THE MAIN ROAD AND A ROAD LEADING EAST.  IT IS 89 FEET SOUTHEAST OF
 BH2497'THE CENTER OF THE JUNCTION OF THE ROADS, 61 FEET EAST OF THE
 BH2497'CENTERLINE OF THE NORTH-SOUTH ROAD, 31 FEET SOUTH OF THE CENTER
 BH2497'OF THE EAST-WEST ROAD, 40 FEET EAST-SOUTHEAST OF A 2-FOOT PINE TREE
 BH2497'AND 1.5 FEET WEST OF A SMALL PINE TREE.  IT IS A STANDARD DISK,
 BH2497'STAMPED BAYOU 1943, PROJECTING 6 INCHES AND 1.5 FEET SOUTHEAST OF
 BH2497'A METAL WITNESS POST BEARING A WHITE SIGN.
 BH2497'
 BH2497'REFERENCE MARK NO. 1 IS 105.11 FEET NORTHEAST OF THE STATION, 14 FEET
 BH2497'NORTH OF THE CENTER OF THE EAST-WEST ROAD, AND 165 FEET WEST THE
 BH2497'CENTER OF THE NORTH-SOUTH ROAD.  IT IS A STANDARD DISK, STAMPED BAYOU
 BH2497'NO 1 1943, PROJECTING 6 INCHES.
 BH2497'
 BH2497'REFERENCE MARK NO. 2 IS 111.90 FEET SOUTH-SOUTHWEST OF THE STATION
 BH2497'AND 21 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS A
 BH2497'STANDARD DISK, STAMPED BAYOU NO 2 1943, PROJECTING 6 INCHES.
 BH2497'
 BH2497'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION AT THE SOUTH END OF
 BH2497'A CURVE AND IN THE NORTHWEST ANGLE OF THE JUNCTION OF A ROAD
 BH2497'LEADING WEST, 48 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 15
 BH2497'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, AND 1 FOOT WEST
 BH2497'OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BH2497'STAMPED BAYOU 1943, PROJECTING 6 INCHES. THE
 BH2497'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 BH2497'
 BH2497'TO REACH THE STATION FROM THE BROOM CONSOLIDATED SCHOOL AT BROOM GO
 BH2497'SOUTH ON THE BLACK TOP ROAD FOR 3.0 MILES TO A T INTERSECTION,
 BH2497'TURN LEFT AND GO EAST FOR 0.3 MILE TO A T ROAD LEADING SOUTH AT
 BH2497'VESTRY, TURN RIGHT AND GO SOUTH FOR 8.4 MILES TO THE LARUE
 BH2497'CROSSROADS AND THE LARUE BAPTIST CHURCH IN THE SOUTHWEST ANGLE OF THE
 BH2497'CROSSROADS, TURN LEFT AND GO EAST AND SOUTHEAST FOR 2.4 MILES
 BH2497'TO A SIDE ROAD LEADING EAST, TURN LEFT AND GO EAST AND SOUTHEAST FOR
 BH2497'0.95 MILE TO A SIDE ROAD LEADING EAST AND THE STATION IN THE
 BH2497'SOUTHEAST ANGLE OF THE JUNCTION.
 BH2497'
 BH2497'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE TO A
 BH2497'SIDE ROAD LEADING WEST AND THE MARK IN THE NORTHWEST ANGLE OF
 BH2497'THE JUNCTION.
 BH2497
 BH2497                          STATION RECOVERY (1968)
 BH2497
 BH2497'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2497'THE STATION WAS VISITED 8-7-68 AND THE STATION MARK, REFERENCE MARK
 BH2497'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2497'
 BH2497'THE STATION IS LOCATED 4.7 MILES NORTHEAST OF LATIMER AND 9.2 MILES
 BH2497'NORTHWEST OF VANCLEAVE, IN THE NORTHWEST 1/4 OF SECTION 30, T
 BH2497'5S, R 8W.  IT IS 74 FEET EAST OF THE CENTER OF A T INTERSECTION, 62
 BH2497'FEET NORTHEAST OF THE CENTER OF A BLADED ROAD, 33 FEET SOUTHEAST
 BH2497'OF THE CENTER OF A BLADED ROAD, 91 FEET EAST SOUTHEAST OF A 6 INCH
 BH2497'SQUARE WOODEN ROAD MARKER, 40 FEET NORTHEAST OF A 12 INCH
 BH2497'PINE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST. THE
 BH2497'AZIMUTH IS VISIBLE FROM THE STATION.
 BH2497'
 BH2497'IT IS A STANDARD TRIANGULATION DISK, STAMPED BAYOU 1943 PROJECTING 6
 BH2497'INCHES.
 BH2497'
 BH2497'REFERENCE MARK NO. 1 IS 105.00 FEET NORTHEAST OF THE STATION.  IT IS
 BH2497'13 FEET NORTHWEST OF THE CENTER OF A BLADED ROAD, 2 FEET NORTHWEST
 BH2497'OF THE EDGE OF A BANK AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BH2497'IT IS A STANDARD DISK, STAMPED BAYOU NO 1 1943 PROJECTING
 BH2497'6 INCHES.
 BH2497'
 BH2497'REFERENCE MARK NO. 2 IS 111.90 FEET EAST SOUTHEAST OF THE STATION.
 BH2497'IT IS 21 FEET NORTHEAST OF THE CENTER OF A BLADED ROAD, 157
 BH2497'FEET SOUTHEAST OF THE CENTER OF A T INTERSECTION, 6 FEET NORTHEAST OF
 BH2497'THE EDGE OF A BANK AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 BH2497'IT IS A STANDARD REFERENCE MARK DISK STAMPED BAYOU NO 2 1943
 BH2497'PROJECTING 8 INCHES.
 BH2497'
 BH2497'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 182.89 FEET.
 BH2497'
 BH2497'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 47 FEET
 BH2497'SOUTHWEST OF THE CENTER OF A BLADED ROAD, 16 FEET NORTHWEST OF
 BH2497'THE CENTER OF A BLADED ROAD, 41 FEET SOUTHWEST OF THE CENTER OF A T
 BH2497'INTERSECTION, 34 FEET SOUTHWEST OF A 6 INCH SQUARE
 BH2497'WOODEN ROAD MARKER AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BH2497'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BAYOU 1943
 BH2497'PROJECTING 6 INCHES.
 BH2497'
 BH2497'TO REACH THE STATION FROM THE VANCLEAVE HIGH SCHOOL AT THE NORTHWEST
 BH2497'EDGE OF VANCLEAVE GO SOUTHEAST ON MISSISSIPPI HIGHWAY 57 FOR
 BH2497'0.65 MILE TO A ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON
 BH2497'MISSISSIPPI HIGHWAY 57 FOR 0.4 MILE TO A SIDE ROAD RIGHT ON THE
 BH2497'NORTH SIDE OF ROBERT HOLDEN GENERAL MERCHANDISE STORE IN VANCLEAVE.
 BH2497'TURN RIGHT (NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR
 BH2497'0.55 MILE TO A ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE
 BH2497'NORTHWEST ON A BLACKTOP ROAD FOR 6.0 MILES TO A SIDE ROAD RIGHT.
 BH2497'TURN RIGHT (NORTH) AND CONTINUE ON A BLADED ROAD FOR 1.8 MILES
 BH2497'TO A ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE NORTHWEST ON A
 BH2497'BLADED ROAD FOR 1.7 MILES TO A SIDE ROAD AND THE AZIMUTH ON THE
 BH2497'LEFT AS DESCRIBED.  TO REACH THE STATION CONTINUE WEST NORTHWEST ON A
 BH2497'BLADED ROAD FOR 0.3 MILE TO A SIDE ROAD AND THE STATION ON THE
 BH2497'RIGHT AS DESCRIBED.
 BH2497'
 BH2497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2.9 MILES
 BH2497'SOUTHEAST OF LARUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2289 ***********************************************************************
 BH2289  DESIGNATION -  BAYOU CASOTTE 1847
 BH2289  PID         -  BH2289
 BH2289  STATE/COUNTY-  MS/JACKSON
 BH2289  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2289
 BH2289                         *CURRENT SURVEY CONTROL
 BH2289  ___________________________________________________________________
 BH2289* NAD 83(1993)-  30 19 45.03106(N)    088 30 48.04151(W)     ADJUSTED  
 BH2289* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2289  ___________________________________________________________________
 BH2289  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BH2289  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BH2289  HORZ ORDER  -  THIRD
 BH2289
 BH2289.The horizontal coordinates were established by classical geodetic methods
 BH2289.and adjusted by the National Geodetic Survey in May 1994.
 BH2289
 BH2289.The orthometric height was scaled from a topographic map.
 BH2289
 BH2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2289
 BH2289.The geoid height was determined by GEOID03.
 BH2289
 BH2289;                    North         East     Units Scale Factor Converg.
 BH2289;SPC MS E     -    91,953.716   330,770.633   MT  0.99996168   +0 09 41.7
 BH2289;SPC MS E     -   301,684.82  1,085,203.32   sFT  0.99996168   +0 09 41.7
 BH2289;UTM  16      - 3,356,231.896   354,517.153   MT  0.99986111   -0 45 51.6
 BH2289
 BH2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2289!SPC MS E     -   1.00000410  x   0.99996168  =   0.99996578
 BH2289!UTM  16      -   1.00000410  x   0.99986111  =   0.99986521
 BH2289
 BH2289:                Primary Azimuth Mark                     Grid Az
 BH2289:SPC MS E     -  GRANDE BATTURE 1846                      093 31 11.9
 BH2289:UTM  16      -  GRANDE BATTURE 1846                      094 26 45.2
 BH2289
 BH2289|---------------------------------------------------------------------|
 BH2289| PID    Reference Object                     Distance      Geod. Az  |
 BH2289|                                                           dddmmss.s |
 BH2289| BH2197 GRANDE BATTURE 1846                 APPROX. 8.9 KM 0934053.6 |
 BH2289|---------------------------------------------------------------------|
 BH2289
 BH2289                          SUPERSEDED SURVEY CONTROL
 BH2289
 BH2289  NAD 83(1993)-  30 19 45.03580(N)    088 30 48.04324(W) AD(       ) 3
 BH2289  NAD 83(1986)-  30 19 45.05235(N)    088 30 48.03725(W) AD(       ) 3
 BH2289
 BH2289.Superseded values are not recommended for survey control.
 BH2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2289.See file dsdata.txt to determine how the superseded data were derived.
 BH2289
 BH2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5451756232(NAD 83)
 BH2289
 BH2289  HISTORY     - Date     Condition        Report By
 BH2289  HISTORY     - 1847     MONUMENTED       COASUR
 BH2289  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2289
 BH2289                          STATION DESCRIPTION
 BH2289
 BH2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2289'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2245 ***********************************************************************
 BH2245  DESIGNATION -  BAYOU CASOTTE PORTER CO TANK
 BH2245  PID         -  BH2245
 BH2245  STATE/COUNTY-  MS/JACKSON
 BH2245  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2245
 BH2245                         *CURRENT SURVEY CONTROL
 BH2245  ___________________________________________________________________
 BH2245* NAD 83(1993)-  30 19 55.51972(N)    088 30 08.64920(W)     ADJUSTED  
 BH2245* NAVD 88     -              **(meters)            **(feet)            
 BH2245  ___________________________________________________________________
 BH2245  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2245  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BH2245  HORZ ORDER  -  THIRD
 BH2245
 BH2245.The horizontal coordinates were established by classical geodetic methods
 BH2245.and adjusted by the National Geodetic Survey in May 1994.
 BH2245
 BH2245
 BH2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2245
 BH2245.The geoid height was determined by GEOID03.
 BH2245
 BH2245;                    North         East     Units Scale Factor Converg.
 BH2245;SPC MS E     -    92,279.708   331,821.928   MT  0.99996249   +0 10 01.7
 BH2245;SPC MS E     -   302,754.34  1,088,652.44   sFT  0.99996249   +0 10 01.7
 BH2245;UTM  16      - 3,356,540.824   355,573.470   MT  0.99985734   -0 45 31.9
 BH2245
 BH2245                          SUPERSEDED SURVEY CONTROL
 BH2245
 BH2245  NAD 83(1993)-  30 19 55.52782(N)    088 30 08.64499(W) AD(       ) 4
 BH2245  NAD 83(1986)-  30 19 55.54271(N)    088 30 08.64183(W) AD(       ) 4
 BH2245  NAD 27      -  30 19 54.81600(N)    088 30 08.59800(W) AD(       ) 3
 BH2245
 BH2245.Superseded values are not recommended for survey control.
 BH2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2245.See file dsdata.txt to determine how the superseded data were derived.
 BH2245
 BH2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5557356541(NAD 83)
 BH2245_MARKER: 53 = ELEVATED TANK
 BH2245
 BH2245  HISTORY     - Date     Condition        Report By
 BH2245  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2245  HISTORY     - 1967     GOOD             CGS
 BH2245  HISTORY     - 1970     GOOD             NGS
 BH2245  HISTORY     - 1971     GOOD             NGS
 BH2245  HISTORY     - 1986     GOOD             NOS
 BH2245
 BH2245                          STATION DESCRIPTION
 BH2245
 BH2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2245'LARGE ELEVATED TANK, SILVER COLORED, LOCATED ON THE BAYOU CASOTTE
 BH2245'INDUSTRIAL AREA PRESENTLY UNDER DEVELOPMENT.  TANK IS OWNED BY THE
 BH2245'H. K. PORTER COMPANY, AND IS THE ONLY LARGE ELEVATED TANK IN THE
 BH2245'VICINITY AT THIS TIME.  IT IS A PROMINENT LANDMARK.  TOP CENTER OF
 BH2245'TANK WAS POINTED ON.
 BH2245
 BH2245                          STATION RECOVERY (1967)
 BH2245
 BH2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DCW)
 BH2245'STATION RECOVERED IN GOOD CONDITION.
 BH2245
 BH2245                          STATION RECOVERY (1970)
 BH2245
 BH2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2245'RECOVERED IN GOOD CONDITION.  AN H.K. PORTER COMPANY MAINTAINENCE MAN
 BH2245'SAID THE TANK HAS NOT BEEN MOVED FROM ITS 1958 POSITION.  THE
 BH2245'DESCRIPTION BY R.F.L. OF 1958 IS GOOD.
 BH2245
 BH2245                          STATION RECOVERY (1971)
 BH2245
 BH2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2245'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION BY RFL IN 1958
 BH2245'ADEQUATE FOR RECOVERY.
 BH2245
 BH2245                          STATION RECOVERY (1986)
 BH2245
 BH2245'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2245'THE STATION WAS RECOVERED AT THIS DATE.
 BH2245'THE STATION WAS INTERSECTED FROM STATIONS PETIT AZ MK, SOUND,PASS
 BH2245'MARK, AND MID.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0776 ***********************************************************************
 BW0776  DESIGNATION -  BB 129
 BW0776  PID         -  BW0776
 BW0776  STATE/COUNTY-  MS/ADAMS
 BW0776  USGS QUAD   -  NATCHEZ (1976)
 BW0776
 BW0776                         *CURRENT SURVEY CONTROL
 BW0776  ___________________________________________________________________
 BW0776* NAD 83(1986)-  31 32 37.     (N)    091 25 55.     (W)     SCALED    
 BW0776* NAVD 88     -        20.63   (+/-2cm)      67.7    (feet)  VERTCON   
 BW0776  ___________________________________________________________________
 BW0776  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0776
 BW0776.The horizontal coordinates were scaled from a topographic map and have
 BW0776.an estimated accuracy of +/- 6 seconds.
 BW0776
 BW0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0776.The vertical order pertains to the NGVD 29 superseded value.
 BW0776
 BW0776.The geoid height was determined by GEOID03.
 BW0776
 BW0776;                    North         East    Units  Estimated Accuracy
 BW0776;SPC MS W     -   227,070.      595,680.      MT  (+/- 180 meters Scaled)
 BW0776
 BW0776                          SUPERSEDED SURVEY CONTROL
 BW0776
 BW0776  NGVD 29 (??/??/92)   20.626  (m)           67.67   (f) ADJ UNCH    1 2
 BW0776
 BW0776.Superseded values are not recommended for survey control.
 BW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0776.See file dsdata.txt to determine how the superseded data were derived.
 BW0776
 BW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ488909(NAD 83)
 BW0776_MARKER: DB = BENCH MARK DISK
 BW0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0776_STAMPING: B B 129 1938
 BW0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0776+STABILITY: SURFACE MOTION
 BW0776
 BW0776  HISTORY     - Date     Condition        Report By
 BW0776  HISTORY     - 1938     MONUMENTED       CGS
 BW0776  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0776
 BW0776                          STATION DESCRIPTION
 BW0776
 BW0776'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0776'2 MI SW FROM NATCHEZ.
 BW0776'2 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, 100 FEET FROM THE TOP BANK
 BW0776'OF MISSISSIPPI RIVER, 22 FEET DOWNSTREAM FROM A SYCAMORE TREE, 15 FEET
 BW0776'UPSTREAM AND LANDWARD FROM A BLAZED WILLOW TREE, AND ON THE TOP BANK
 BW0776'OF A DRY SLOUGH.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1384 ***********************************************************************
 DJ1384  DESIGNATION -  BB 28 RESET
 DJ1384  PID         -  DJ1384
 DJ1384  STATE/COUNTY-  MS/HOLMES
 DJ1384  USGS QUAD   -  OWENS WELLS (1982)
 DJ1384
 DJ1384                         *CURRENT SURVEY CONTROL
 DJ1384  ___________________________________________________________________
 DJ1384* NAD 83(1986)-  33 06 09.     (N)    089 56 26.     (W)     SCALED    
 DJ1384* NAVD 88     -        87.30   (meters)     286.4    (feet)  RESET     
 DJ1384  ___________________________________________________________________
 DJ1384  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DJ1384  VERT ORDER  -  THIRD
 DJ1384
 DJ1384.The horizontal coordinates were scaled from a topographic map and have
 DJ1384.an estimated accuracy of +/- 6 seconds.
 DJ1384
 DJ1384.The orthometric height was computed from unverified reset data.
 DJ1384
 DJ1384.The geoid height was determined by GEOID03.
 DJ1384
 DJ1384;                    North         East    Units  Estimated Accuracy
 DJ1384;SPC MS W     -   399,480.      736,660.      MT  (+/- 180 meters Scaled)
 DJ1384
 DJ1384                          SUPERSEDED SURVEY CONTROL
 DJ1384
 DJ1384  NGVD 29 (??/??/??)   87.34   (m)          286.5    (f) RESET       3  
 DJ1384
 DJ1384.Superseded values are not recommended for survey control.
 DJ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1384.See file dsdata.txt to determine how the superseded data were derived.
 DJ1384
 DJ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB255664(NAD 83)
 DJ1384_MARKER: DB = BENCH MARK DISK
 DJ1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1384_SP_SET: CULVERT
 DJ1384_STAMPING: BB 28 RESET 1941
 DJ1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1384
 DJ1384  HISTORY     - Date     Condition        Report By
 DJ1384  HISTORY     - 1941     MONUMENTED       CGS
 DJ1384  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DJ1384
 DJ1384                          STATION DESCRIPTION
 DJ1384
 DJ1384'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DJ1384'5.5 MI W FROM DURANT.
 DJ1384'THE STATION IS LOCATED 5.5 MILES WEST ALONG THE ILLINOIS CENTRAL
 DJ1384'RAILROAD, FORMERLY THE YAZOO AND MISSISSIPPI VALLEY RAILROAD, FROM THE
 DJ1384'STATION AT DURANT, HOLMES COUNTY, 6.6 MILES EAST OF LEXINGTON, AT A
 DJ1384'CULVERT UNDER STATE HIGHWAY 12 AND IN THE EAST END OF THE SOUTH
 DJ1384'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED BB 28 RESET 1941. NOTE--
 DJ1384'THE PART OF THE HEADWALL OF THE CULVERT THAT THE BENCH MARK WAS IN HAS
 DJ1384'BEEN SHEARED OFF AND THE MARK IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0736 ***********************************************************************
 DK0736  DESIGNATION -  BB 48
 DK0736  PID         -  DK0736
 DK0736  STATE/COUNTY-  MS/SUNFLOWER
 DK0736  USGS QUAD   -  SUNFLOWER (1966)
 DK0736
 DK0736                         *CURRENT SURVEY CONTROL
 DK0736  ___________________________________________________________________
 DK0736* NAD 83(1986)-  33 36 24.     (N)    090 31 20.     (W)     SCALED    
 DK0736* NAVD 88     -        38.062  (meters)     124.88   (feet)  POSTED    
 DK0736  ___________________________________________________________________
 DK0736  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK0736  DYNAMIC HT  -          38.020 (meters)     124.74  (feet)  COMP
 DK0736  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 DK0736
 DK0736  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DK0736
 DK0736.The horizontal coordinates were scaled from a topographic map and have
 DK0736.an estimated accuracy of +/- 6 seconds.
 DK0736
 DK0736.The orthometric height was determined by differential leveling
 DK0736.and adjusted by the  in 1992.
 DK0736.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DK0736.rate of 2.1 thru 3.0 mm/km.
 DK0736
 DK0736.The geoid height was determined by GEOID03.
 DK0736
 DK0736.The dynamic height is computed by dividing the NAVD 88
 DK0736.geopotential number by the normal gravity value computed on the
 DK0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0736.degrees latitude (g = 980.6199 gals.).
 DK0736
 DK0736.The modeled gravity was interpolated from observed gravity values.
 DK0736
 DK0736;                    North         East    Units  Estimated Accuracy
 DK0736;SPC MS W     -   455,340.      682,470.      MT  (+/- 180 meters Scaled)
 DK0736
 DK0736                          SUPERSEDED SURVEY CONTROL
 DK0736
 DK0736  NGVD 29 (??/??/??)   38.153  (m)          125.17   (f) ADJUSTED    2 0
 DK0736
 DK0736.Superseded values are not recommended for survey control.
 DK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0736.See file dsdata.txt to determine how the superseded data were derived.
 DK0736
 DK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT298212(NAD 83)
 DK0736_MARKER: DB = BENCH MARK DISK
 DK0736_SETTING: 0 = UNSPECIFIED SETTING
 DK0736_STAMPING: BB 48 1935
 DK0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0736
 DK0736  HISTORY     - Date     Condition        Report By
 DK0736  HISTORY     - 1935     MONUMENTED       CGS
 DK0736  HISTORY     - 1967     GOOD             MSHD
 DK0736
 DK0736                          STATION DESCRIPTION
 DK0736
 DK0736'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0736'IN BLAINE.
 DK0736'LOCATED BETWEEN THE MAIN AND A SIDE TRACK APPROXIMATELY 0.1 MILE SOUTH
 DK0736'OF THE CROSSING OF THE BLACKTOP ROAD WITH THE RAILROAD TRACK AND IS IN
 DK0736'THE NORTHEAST 1/4 OF SECTION 17, T 20N, R 3W.  IT IS APPROXIMATELY 312
 DK0736'FEET NORTHEAST OF MILE POST 122, 43 FEET NORTHWEST OF THE NORTHWEST
 DK0736'CORNER OF A LOADING PLATFORM FOR A GIN, 37 FEET EAST OF THE EAST RAIL
 DK0736'OF THE MAIN TRACK, 8 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT SOUTH
 DK0736'OF A METAL WITNESS POST.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0736'SUNFLOWER, GO EAST ON QUIVER STREET FOR 0.25 MILE TO THE INTERSECTION
 DK0736'OF U.S. HIGHWAY 49 WEST.  TURN LEFT (NORTHEAST) AND CONTINUE ON U.S.
 DK0736'HIGHWAY 49 WEST FOR 4.45 MILES TO A CROSSROADS. TURN LEFT (WEST) AND
 DK0736'CONTINUE ON A BLACKTOP ROAD FOR 0.15 MILE TO THE ILLINOIS CENTRAL
 DK0736'RAILROAD TRACK.  TURN LEFT SOUTH AND FOLLOW ALONG THE EAST SIDE OF THE
 DK0736'MAIN TRACK FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1379 ***********************************************************************
 CO1379  DESIGNATION -  BEACH
 CO1379  PID         -  CO1379
 CO1379  STATE/COUNTY-  MS/SCOTT
 CO1379  USGS QUAD   -  FORKVILLE (1982)
 CO1379
 CO1379                         *CURRENT SURVEY CONTROL
 CO1379  ___________________________________________________________________
 CO1379* NAD 83(1993)-  32 28 01.32175(N)    089 39 56.36489(W)     ADJUSTED  
 CO1379* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 CO1379  ___________________________________________________________________
 CO1379  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CO1379  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CO1379  HORZ ORDER  -  SECOND
 CO1379
 CO1379.The horizontal coordinates were established by classical geodetic methods
 CO1379.and adjusted by the National Geodetic Survey in May 1994.
 CO1379
 CO1379.The orthometric height was scaled from a topographic map.
 CO1379
 CO1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1379
 CO1379.The geoid height was determined by GEOID03.
 CO1379
 CO1379;                    North         East     Units Scale Factor Converg.
 CO1379;SPC MS E     -   329,241.611   221,755.142   MT  1.00002547   -0 26 48.6
 CO1379;SPC MS E     - 1,080,186.85    727,541.66   sFT  1.00002547   -0 26 48.6
 CO1379;SPC MS W     -   329,132.840   762,766.414   MT  0.99999856   +0 21 30.3
 CO1379;SPC MS W     - 1,079,829.99  2,502,509.48   sFT  0.99999856   +0 21 30.3
 CO1379;UTM  16      - 3,595,334.776   249,460.511   MT  1.00037411   -1 25 54.2
 CO1379
 CO1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1379!SPC MS E     -   0.99998478  x   1.00002547  =   1.00001024
 CO1379!SPC MS W     -   0.99998478  x   0.99999856  =   0.99998334
 CO1379!UTM  16      -   0.99998478  x   1.00037411  =   1.00035888
 CO1379
 CO1379:                Primary Azimuth Mark                     Grid Az
 CO1379:SPC MS E     -  PILGRIM                                  084 17 23.4
 CO1379:SPC MS W     -  PILGRIM                                  083 29 04.5
 CO1379:UTM  16      -  PILGRIM                                  085 16 29.0
 CO1379
 CO1379|---------------------------------------------------------------------|
 CO1379| PID    Reference Object                     Distance      Geod. Az  |
 CO1379|                                                           dddmmss.s |
 CO1379| CO1368 PILGRIM                             APPROX.14.6 KM 0835034.8 |
 CO1379| CO1380 TT 160 S USGS 1945                   58.094 METERS 12127     |
 CO1379| CF9396 BEACH RM 3                           39.341 METERS 20704     |
 CO1379| CF9394 BEACH RM 1                           35.777 METERS 21614     |
 CO1379| CF9395 BEACH RM 2                           25.663 METERS 32640     |
 CO1379| CF9393 BEACH AZ MK                                        3291021.1 |
 CO1379|---------------------------------------------------------------------|
 CO1379
 CO1379                          SUPERSEDED SURVEY CONTROL
 CO1379
 CO1379  NAD 83(1986)-  32 28 01.33309(N)    089 39 56.36499(W) AD(       ) 2
 CO1379  NAD 27      -  32 28 00.82300(N)    089 39 56.10000(W) AD(       ) 2
 CO1379
 CO1379.Superseded values are not recommended for survey control.
 CO1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1379.See file dsdata.txt to determine how the superseded data were derived.
 CO1379
 CO1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA4946195335(NAD 83)
 CO1379_MARKER: DS = TRIANGULATION STATION DISK
 CO1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1379+STABILITY: SURFACE MOTION
 CO1379
 CO1379  HISTORY     - Date     Condition        Report By
 CO1379  HISTORY     - 1945     MONUMENTED       CGS
 CO1379  HISTORY     - 1957     GOOD             CGS
 CO1379  HISTORY     - 1959     GOOD             CGS
 CO1379  HISTORY     - 1964     GOOD             MSHD
 CO1379  HISTORY     - 1977     GOOD             NGS
 CO1379
 CO1379                          STATION DESCRIPTION
 CO1379
 CO1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1379'STATION IS LOCATED ABOUT 8 MILES BY ROAD N OF THE VILLAGE OF
 CO1379'MORTON AND U.S. HIGHWAY 80 ON THE RIGHT-OF-WAY OF THE MISSISSIPPI
 CO1379'HIGHWAY COMMISSION.  THE MARK IS SITUATED IN A CLEARED TRIANGLE
 CO1379'PLOT OF GROUND IN THE NW ANGLE OF THE INTERSECTION OF A CROSSROAD.
 CO1379'IT IS 63 FEET N OF THE E-W ROAD AND 56 FEET W OF THE N-S ROAD.
 CO1379'THE DISK IS STAMPED BEACH 1945 AND IS FLUSH WITH THE GROUND.
 CO1379'
 CO1379'REFERENCE MARK 1 IS 117.38 FEET SW OF THE STATION, 20 FEET S OF
 CO1379'THE APPROXIMATE CENTER OF THE E-W ROAD, AND 2 FEET E OF A FENCE
 CO1379'CORNER.  THE DISK IS STAMPED BEACH NO 1 1945 AND PROJECTS ABOUT
 CO1379'5 INCHES ABOVE THE GROUND.
 CO1379'
 CO1379'REFERENCE MARK 2 IS 84.29 FEET NW OF THE STATION AND 33 FEET
 CO1379'E OF A N-S WIRE FENCE LINE.  THE DISK IS STAMPED BEACH NO 2 1945
 CO1379'AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 CO1379'
 CO1379'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NNW OF THE STATION IN
 CO1379'THE W RIGHT-OF-WAY FENCE LINE, 27 FEET SW OF THE APPROXIMATE
 CO1379'CENTER OF THE GRAVELED ROAD, AND 4 FEET SE OF A STANDARD WITNESS
 CO1379'POST.  THE DISK IS STAMPED BEACH 1945 AND PROJECTS ABOUT 6 INCHES
 CO1379'ABOVE THE GROUND.
 CO1379'
 CO1379'A TRAVERSE CONNECTION WAS MADE TO 160 S (U.S.G.S.), WHICH IS
 CO1379'LOCATED 190.69 FEET SE OF THE STATION IN THE SE ANGLE OF THE
 CO1379'INTERSECTION OF A CROSSROAD.  IT IS SITUATED 54 FEET E OF THE
 CO1379'N-S ROAD AND 33 FEET S OF THE E-W ROAD.  IT IS MARKED BY A
 CO1379'4-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 5 INCHES ABOVE THE
 CO1379'GROUND.  THE BRONZE CAP AT THE TOP IS CAST U.S. GEOLOGICAL
 CO1379'SURVEY AND IT IS STAMPED TRAV STA NO 160 S MISS.
 CO1379'
 CO1379'TO REACH THE STATION FROM A CAUTION LIGHT AT THE MAIN CROSSROAD
 CO1379'IN THE VILLIAGE OF MORTON, GO E ON U.S. HIGHWAY 80 FOR 0.1 MILE.
 CO1379'TURN LEFT AND FOLLOW A GRAVELED ROAD CROSSING A RAILROAD TRACK
 CO1379'FOR 0.2 MILE, THEN TAKE THE LEFT FORK FOR 7.8 MILES TO THE
 CO1379'SMALL SETTLEMENT OF FORKVILLE.  TAKE THE LEFT FORK AT RYALS
 CO1379'GROCERY AND GO NNW FOR 0.6 MILE TO A CROSSROAD AND STATION ON
 CO1379'THE LEFT AS DESCRIBED.
 CO1379'
 CO1379'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE N ON THE GRAVELED
 CO1379'ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT.
 CO1379'
 CO1379'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO1379
 CO1379                          STATION RECOVERY (1957)
 CO1379
 CO1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAC)
 CO1379'THE STATION WAS VISITED 7-9-57 AND THE STATION MARK, REFERENCE
 CO1379'MARKS AND 160 S (USGS) TRAVERSE MARK WERE FOUND IN GOOD
 CO1379'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE.  A NEW
 CO1379'DESCRIPTION FOLLOWS-
 CO1379'
 CO1379'THE STATION IS LOCATED 8 MILES NORTH OF MORTON AND 0.6 MILE
 CO1379'NORTHWEST OF THE VILLAGE OF FORKVILLE, IN THE NORTHWEST ANGLE OF
 CO1379'STATE HIGHWAY 483 AND AN EAST WEST GRAVELED ROAD INTERSECTION,
 CO1379'NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND ON PROPERTY
 CO1379'OWNED BY CLYDE NUTT.  IT IS 60 FEET NORTH OF THE CENTER OF THE
 CO1379'EAST-WEST GRAVELED ROAD, 56 FEET WEST OF STATE HIGHWAY 483, 93
 CO1379'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 25 FEET WEST OF
 CO1379'A FENCE LINE AND 26 FEET SOUTHWEST OF A POWER POLE.  IT IS A
 CO1379'STANDARD DISK, STAMPED BEACH 1945, FLUSH WITH THE GROUND.
 CO1379'
 CO1379'REFERENCE MARK NO. 1 IS 117.38 FEET SOUTHWEST OF THE STATION,
 CO1379'22 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 6
 CO1379'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL WOODEN SHED, 2
 CO1379'FEET EAST OF A FENCE CORNER AND 20 FEET EAST OF THE PROJECTED
 CO1379'PLANE OF THE WEST WALL OF THE LARGE WHITE HOUSE SOUTH OF THE
 CO1379'ROAD.  IT IS A STANDARD DISK, STAMPED BEACH NO 1 1945,
 CO1379'PROJECTING 6 INCHES.
 CO1379'
 CO1379'REFERENCE MARK NO. 2 IS 84.29 FEET NORTHWEST OF THE STATION, IN
 CO1379'THE EAST EDGE OF THE CULTIVATED FIELD, 30 FEET SOUTHWEST OF A
 CO1379'POWER POLE WITH A TRANSFORMER, 70 FEET WEST OF STATE HIGHWAY
 CO1379'483 AND 39 FEET WEST OF A FENCE LINE.  IT IS A STANDARD DISK,
 CO1379'STAMPED BEACH NO 2 1945, FLUSH WITH THE GROUND.
 CO1379'
 CO1379'TRAVERSE STATION NO. 160 S (USGS) IS 190.69 FEET SOUTHEAST OF
 CO1379'THE STATION IN THE SOUTHEAST ANGLE OF THE CROSSROADS, 31 FEET
 CO1379'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 55 FEET EAST OF THE
 CO1379'CENTER LINE OF STATE HIGHWAY 483, 8 FEET NORTH OF A FENCE LINE,
 CO1379'AND 22 FEET EAST OF A FENCE CORNER.  IT IS A STANDARD U.S.
 CO1379'GEOLOGICAL SURVEY BRASS CAP RIVETED ON THE TOP OF A 4-INCH CAST
 CO1379'IRON PIPE PROJECTING 5 INCHES.  (NOTE.  THE BRASS CAP WAS
 CO1379'MUTILATED SO THE STAMPING COULD NOT BE READ.).
 CO1379'
 CO1379'THE AZIMUTH MARK IS LOCATED 0.5 MILE NORTH OF THE STATION, 22
 CO1379'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 483, 6 FEET
 CO1379'NORTH OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED BEACH 1945,
 CO1379'PROJECTING 6 INCHES.
 CO1379'
 CO1379'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 CO1379'U.S. HIGHWAY 80 IN MORTON, GO EAST ON U.S. HIGHWAY 80 FOR 0.15
 CO1379'MILE TO THE JUNCTION OF STATE HIGHWAY 13, TURN LEFT, CROSSING THE
 CO1379'TRACKS AND GO NORTH ON STATE HIGHWAY 13 FOR 8.0 MILES TO THE
 CO1379'FORKS IN THE VILLAGE OF FORKVILLE, TAKE LEFT FORK AND GO
 CO1379'NORTHWEST ON STATE HIGHWAY 483 FOR 0.6 MILE TO A CROSSROAD AND
 CO1379'THE STATION IN THE NORTHWEST ANGLE OF THE CROSSROADS.
 CO1379
 CO1379                          STATION RECOVERY (1959)
 CO1379
 CO1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 CO1379'THE STATION WAS VISITED AT THE REQUEST OF THE MISSISSIPPI STATE
 CO1379'HIGHWAY DEPARTMENT TO MOVE THE AZIMUTH MARK OUT OF THE WAY OF
 CO1379'ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND DESTROYED THE DAY
 CO1379'BEFORE ARRIVAL AT THE STATION.  THE STATION MARK, TT 160 S (USGS)
 CO1379'AND REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 CO1379'THE ORIGINAL DESCRIPTION FOR THE STATION IS ADEQUATE.
 CO1379
 CO1379                          STATION RECOVERY (1964)
 CO1379
 CO1379'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1379'THE STATION WAS VISITED MARCH 1964 AND THE STATION, RM 1, AND RM 2
 CO1379'WERE FOUND IN GOOD CONDITION.
 CO1379'
 CO1379'THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD CONSTRUCTION.
 CO1379'
 CO1379'THE 1959 RECOVERY NOTE BY C.R.R. STATES THE AZIMUTH MARK WAS
 CO1379'DESTROYED IN 1959.
 CO1379'
 CO1379'THE 1957 RECOVERY NOTE BY R.A.G. IS ADEQUATE FOR RECOVERY.
 CO1379
 CO1379                          STATION RECOVERY (1977)
 CO1379
 CO1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CO1379'THE STATION WAS VISITED 11-11-77, AND THE STATION MARK, REFERENCE
 CO1379'MARK  NO 2 AND TT 160 S (SGS) WERE RECOVERED IN GOOD CONDITION.
 CO1379'REFERENCE MARK NO 1 WAS DESTROYED WHEN THE ROAD WAS WIDENED AND THE
 CO1379'AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED.  A NEW REFERENCE MARK
 CO1379'NO 3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CO1379'
 CO1379'THE STATION IS LOCATED 7.8 MILES NORTH OF MORTON, 0.7 MILE NORTHWEST
 CO1379'OF FORKVILLE IN THE NORTHEAST QUARTER OF SECTION 10, T7N, R6E AND ON
 CO1379'THE PROPERTY OF CAROL NUTT.
 CO1379'
 CO1379'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 13 IN
 CO1379'THE WEST EDGE OF MORTON, GO NORTH ON STATE HIGHWAY 13 FOR 8.6 MILES
 CO1379'TO HIGHWAY 483 FOR 0.7 MILE TO A CROSSROAD AND THE STATION IN THE
 CO1379'NORTHWEST ANGLE OF INTERSECTION.
 CO1379'
 CO1379'STATION MARK IS A STANDARD DISK, STAMPED---BEACH 1945---SET IN TOP OF
 CO1379'A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 CO1379'IN FRONT LAWN OF A SMALL FRAME HOUSE, 112 FEET SOUTH OF THE CENTER OF
 CO1379'THE DRIVEWAY, 94.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 CO1379'90 FEET EAST-NORTHEAST OF A 24-INCH PECAN TREE, 66.5 FEET NORTH OF
 CO1379'THE CENTER OF PAVED ROAD, 55 FEET WEST OF THE CENTER OF HIGHWAY 483,
 CO1379'39 FEET NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER, 17 FEET SOUTHWEST OF
 CO1379'A POWER POLE WITH GUY WIRE AND 3 FEET NORTHWEST OF A 6-IN PECAN TREE.
 CO1379'
 CO1379'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---BEACH 1945 NO 2---
 CO1379'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 CO1379'IS IN FRONT LAWN OF SMALL FRAME HOUSE, 69 FEET WEST OF THE CENTER OF
 CO1379'HIGHWAY 483, 62 FEET NORTHEAST OF SOUTHEAST CORNER OF HOUSE, 54 FEET
 CO1379'SOUTHWEST OF POWER POLE WITH TRANSFORMER AND 31 FEET SOUTH OF CENTER
 CO1379'OF DRIVEWAY.
 CO1379'
 CO1379'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED---BEACH 1945 NO 3
 CO1379'1977---SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CO1379'IT IS 159 FEET WEST OF THE CENTER OF HIGHWAY 483, 33 FEET SOUTH OF
 CO1379'THE CENTER OF PAVED ROAD, 26 FEET WEST-NORTHWEST OF A 30-INCH PECAN
 CO1379'TREE, 16 FEET NORTH-NORTHEAST OF A 14-INCH PECAN TREE AND 1.5 FEET
 CO1379'WEST OF A POWER POLE.
 CO1379'
 CO1379'TT 160 S (USGS) IS A STANDARD BRONZE CAP AT THE TOP OF A 4-INCH CAST
 CO1379'IRON PIPE PROJECTING 1 INCH.  THE CAP HAS BEEN BATTERED AND THE
 CO1379'STAMPING IS NO LONGER LEGIBLE.  IT IS IN THE SOUTHEAST ANGLE OF THE
 CO1379'CROSSROADS, 54.5 FEET EAST OF THE CENTER OF HIGHWAY 483, 31 FEET SOUTH
 CO1379'OF CENTER OF GRAVEL ROAD, 140 FEET NORTH-NORTHWEST OF A POWER POLE,
 CO1379'109 FEET SOUTHWEST OF FENCE CORNER AND 1 FOOT NORTH-NORTHEAST OF A
 CO1379'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0316 ***********************************************************************
 BW0316  DESIGNATION -  BEAM
 BW0316  PID         -  BW0316
 BW0316  STATE/COUNTY-  MS/WALTHALL
 BW0316  USGS QUAD   -  TYLERTOWN SE (1970)
 BW0316
 BW0316                         *CURRENT SURVEY CONTROL
 BW0316  ___________________________________________________________________
 BW0316* NAD 83(1993)-  31 03 40.98869(N)    090 03 36.16152(W)     ADJUSTED  
 BW0316* NAVD 88     -       119.46   (+/-2cm)     391.9    (feet)  VERTCON   
 BW0316  ___________________________________________________________________
 BW0316  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BW0316  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BW0316  HORZ ORDER  -  FIRST
 BW0316  VERT ORDER  -  THIRD (See Below)
 BW0316
 BW0316.The horizontal coordinates were established by classical geodetic methods
 BW0316.and adjusted by the National Geodetic Survey in May 1994.
 BW0316
 BW0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0316.The vertical order pertains to the NGVD 29 superseded value.
 BW0316
 BW0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0316
 BW0316.The geoid height was determined by GEOID03.
 BW0316
 BW0316;                    North         East     Units Scale Factor Converg.
 BW0316;SPC MS W     -   173,114.324   726,082.222   MT  0.99995839   +0 08 27.6
 BW0316;SPC MS W     -   567,959.24  2,382,154.76   sFT  0.99995839   +0 08 27.6
 BW0316;SPC LA S     -   284,606.386 1,121,535.775   MT  1.00009683   +0 38 12.0
 BW0316;SPC LA S     -   933,746.12  3,679,571.96   sFT  1.00009683   +0 38 12.0
 BW0316;UTM  15      - 3,440,120.738   780,543.970   MT  1.00057094   +1 31 04.4
 BW0316;UTM  16      - 3,440,430.744   207,991.488   MT  1.00065194   -1 34 47.9
 BW0316
 BW0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0316!SPC MS W     -   0.99998553  x   0.99995839  =   0.99994392
 BW0316!SPC LA S     -   0.99998553  x   1.00009683  =   1.00008236
 BW0316!UTM  15      -   0.99998553  x   1.00057094  =   1.00055646
 BW0316!UTM  16      -   0.99998553  x   1.00065194  =   1.00063746
 BW0316
 BW0316:                Primary Azimuth Mark                     Grid Az
 BW0316:SPC MS W     -  BEAM AZ MK                               001 07 42.3
 BW0316:SPC LA S     -  BEAM AZ MK                               000 37 57.9
 BW0316:UTM  15      -  BEAM AZ MK                               359 45 05.5
 BW0316:UTM  16      -  BEAM AZ MK                               002 50 57.8
 BW0316
 BW0316|---------------------------------------------------------------------|
 BW0316| PID    Reference Object                     Distance      Geod. Az  |
 BW0316|                                                           dddmmss.s |
 BW0316| CY3372 BEAM AZ MK                                         0011609.9 |
 BW0316| BW0318 V 168                                              01124     |
 BW0316| BW0315 U 168                                16.763 METERS 03715     |
 BW0316| BV1690 DANIEL                              APPROX.10.0 KM 0641352.3 |
 BW0316| BW0314 T 168                                              11534     |
 BW0316| BW0317 BEAM RM 1                            43.644 METERS 11912     |
 BW0316|---------------------------------------------------------------------|
 BW0316
 BW0316                          SUPERSEDED SURVEY CONTROL
 BW0316
 BW0316  NAD 83(1993)-  31 03 41.00138(N)    090 03 36.15948(W) AD(       ) 1
 BW0316  NAD 83(1986)-  31 03 41.00332(N)    090 03 36.15844(W) AD(       ) 1
 BW0316  NAD 27      -  31 03 40.35700(N)    090 03 35.84600(W) AD(       ) 1
 BW0316  NGVD 29 (08/12/04)  119.51   (m)          392.1    (f) RESET       3  
 BW0316
 BW0316.Superseded values are not recommended for survey control.
 BW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0316.See file dsdata.txt to determine how the superseded data were derived.
 BW0316
 BW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8054440121(NAD 83)
 BW0316_MARKER: DS = TRIANGULATION STATION DISK
 BW0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0316_STAMPING: BEAM 1947
 BW0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0316+STABILITY: SURFACE MOTION
 BW0316
 BW0316  HISTORY     - Date     Condition        Report By
 BW0316  HISTORY     - 1947     MONUMENTED       CGS
 BW0316  HISTORY     - 1955     GOOD             CGS
 BW0316  HISTORY     - 1965     GOOD             CGS
 BW0316  HISTORY     - 1966     GOOD             CGS
 BW0316  HISTORY     - 1969     GOOD             CGS
 BW0316  HISTORY     - 1969     GOOD             NGS
 BW0316
 BW0316                          STATION DESCRIPTION
 BW0316
 BW0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0316'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF TYLERTOWN
 BW0316'AND 5 MILES SOUTH-SOUTHWEST OF KNOXO.  IT IS IN THE SOUTHEAST
 BW0316'CORNER OF THE TYLERTOWN AIRPORT, 47.7 FEET SOUTH-SOUTHWEST
 BW0316'OF THE SOUTHWEST LEG OF AIRWAY BEACON NO. 7.  IT IS 43 FEET
 BW0316'NORTH OF A WIRE FENCE AND 28.5 FEET WEST-SOUTHWEST OF THE
 BW0316'SOUTHWEST CORNER OF A SMALL SHED.  THE MARK IS FLUSH WITH THE
 BW0316'GROUND, AND THE DISK IS STAMPED BEAM 1947.
 BW0316'
 BW0316'NO REFERENCE MARKS WERE ESTABLISHED.  THREE NEARBY U.S. COAST
 BW0316'AND GEODETIC SURVEY BENCH MARKS, U 168, V 168, AND T 168
 BW0316'WERE USED AS REFERENCE MARKS.
 BW0316'
 BW0316'V 168 IS 160.00 FEET NORTH-NORTHEAST OF THE STATION AND IS
 BW0316'SET IN THE SOUTHWEST CORNER OF THE CONCRETE STEP OF THE OFFICE
 BW0316'AND CONTROL BUILDING.  THE DISK IS STAMPED V 168 1944.
 BW0316'
 BW0316'T 168 IS 60.16 FEET EAST-SOUTHEAST OF THE STATION, 5 FEET
 BW0316'NORTH OF A GATE POST, AND 3 FEET SOUTH OF A WITNESS POST.
 BW0316'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED T 168 1944.
 BW0316'
 BW0316'U 168 IS 55.00 FEET NORTHEAST OF THE STATION.  IT IS SET FLUSH
 BW0316'IN THE CONCRETE PLATFORM SUPPORTING THE BEACON AND AT THE
 BW0316'INTERSECTION OF THE LINES JOINING THE DIAGONALLY OPPOSITE
 BW0316'LEGS OF THE BEACON.  THE DISK IS STAMPED U 168 1944.  THE
 BW0316'BEACON IS APPARENTLY OVER THE DISK AND THE SAME DIRECTION IS
 BW0316'ASSIGNED TO IT.
 BW0316'
 BW0316'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION AND 3 FEET
 BW0316'WEST-SOUTHWEST OF A WIRE FENCE AND A WITNESS POST.  THE MARK
 BW0316'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BEAM 1947.
 BW0316'
 BW0316'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN, GO
 BW0316'EAST ON STATE HIGHWAY 24 FOR 0.7 MILE TO A GAS STATION AND A
 BW0316'SIDE ROAD ON THE RIGHT.  TURN RIGHT, GO 1.1 MILES TO A
 BW0316'THREE ROAD FORK, TAKE THE RIGHT ROAD, CROSS THE RAILROAD
 BW0316'TRACK, AND GO 4.2 MILES TO A ROAD FORK.  TAKE THE RIGHT ROAD,
 BW0316'GO 1 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, AND GO 0.25
 BW0316'MILE TO THE AIRWAY BEACON AND THE STATION.
 BW0316'
 BW0316'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 BW0316'MAIN RUNWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW0316'
 BW0316'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW0316
 BW0316                          STATION RECOVERY (1955)
 BW0316
 BW0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0316'THE STATION WAS VISITED 7-11-55 AND THE STATION MARK, AZIMUTH
 BW0316'MARK AND BENCH MARKS T 168 AND U 168 WERE FOUND IN GOOD CONDITION.
 BW0316'BENCH MARK V 168 WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BW0316'THE AIRWAY BEACON HAS BEEN DISMANTLED BUT THE CONCRETE SLAB
 BW0316'ON WHICH IT WAS SET IS INTACT.  THE AIRFIELD HAS BEEN ABANDONDED
 BW0316'AND THE PROPERTY IS NOW OWNED BY MRS. L.F. MAGGEE.
 BW0316'
 BW0316'A NEW DESCRIPTION FOLLOWS--
 BW0316'
 BW0316'THE STATION IS LOCATED 6 MILES EAST-SOUTHEAST OF TYLERTOWN
 BW0316'AND 5 MILES SOUTH-SOUTHWEST, OF KNOXO, IN THE SOUTHEAST CORNER
 BW0316'OF A CULTIVATED FIELD OWNED BY MR. L.F. MAGEE AND ABOUT 50
 BW0316'YARDS WEST OF A WHITE HOUSE WITH A WINDMILL IN THE BACK YARD.
 BW0316'IT IS 34 FEET NORTH OF THE CENTER OF A FIELD ROAD LEADING
 BW0316'WEST, 58 FEET NORTHWEST OF THE NORTH GATE POST OF A WIRE
 BW0316'GATE, 43 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT
 BW0316'SOUTH OF A VERTICAL RAILROAD RAIL PROJECTING 3 FEET.  IT IS
 BW0316'A STANDARD DISK, STAMPED BEAM 1947, FLUSH WITH THE GROUND.
 BW0316'
 BW0316'BENCH MARK T 168 IS 60.16 FEET EAST-SOUTHEAST OF THE STATION,
 BW0316'5 FEET NORTH OF THE NORTH GATE POST OF A WIRE GATE, 80 FEET
 BW0316'NORTHWEST OF THE NORTH ONE OF TWO PECAN TREES AND 73 FEET
 BW0316'SOUTH OF BENCH MARK U 168, WHICH IS SET IN THE CENTER OF
 BW0316'THE CONCRETE BASE OF THE DISMANTLED AIRWAY BEACON.  IT IS
 BW0316'A STANDARD BENCH MARK DISK, STAMPED T 168 1944 393.346 SET IN
 BW0316'THE TOP OF A 12-INCH CONCRETE POST PROJECTING 4 INCHES.
 BW0316'
 BW0316'BENCH MARK U 168 IS 55.00 FEET NORTHEAST OF THE STATION, 79
 BW0316'FEET NORTH OF A FIELD ROAD AND 18 FEET WEST OF A FENCE LINE.
 BW0316'IT IS A STANDARD BENCH MARK DISK, STAMPED U 168 1944 391.489 SET
 BW0316'IN A DRILL HOLE IN A 12-FOOT SQUARE SLAB OF CONCRETE, WHICH
 BW0316'WAS THE BASE OF THE AIRPORT BEACON.
 BW0316'
 BW0316'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION IN A PASTURE,
 BW0316'34 PACES SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 BW0316'30 PACES SOUTH OF A FENCE CORNER AND 3 FEET WEST OF A FENCE
 BW0316'LINE.  IT IS A STANDARD DISK, STAMPED BEAM 1947, PROJECTING
 BW0316'4 INCHES.
 BW0316'
 BW0316'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN, GO
 BW0316'EAST ON STATE HIGHWAY 24 FOR 0.7 MILE TO A FORK, JUNCTION WITH
 BW0316'STATE HIGHWAY 48, TURN RIGHT, AND GO 1.1 MILES ON STATE
 BW0316'HIGHWAY 48 TO A TRIPLE FORK, TAKE EXTREME RIGHT FORK, CROSSING
 BW0316'RAILROAD TRACKS AND GO 4.2 MILES TO A SIDE ROAD RIGHT, TURN
 BW0316'RIGHT AND GO 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BW0316'0.2 MILE TO A TO A WHITE HOUSE ON THE RIGHT WITH A WINDMILL
 BW0316'IN THE BACK YARD, PASS IN FRONT OF THE HOUSE AND TO THE LEFT
 BW0316'OF TWO LARGE PECAN TREES AND GO NORTHWEST FOR 0.05 MILE TO A
 BW0316'WIRE GATE IN A FENCE CORNER, PASS THROUGH THE GATE TO THE
 BW0316'MARK ON THE RIGHT.
 BW0316'
 BW0316'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 BW0316'OF THE MACADAM ROAD, TURN LEFT AND GO 0.35 MILE TO A SIDE
 BW0316'ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO THE MARK ON THE LEFT.
 BW0316
 BW0316                          STATION RECOVERY (1965)
 BW0316
 BW0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW0316'STATION AND T 168 WERE RECOVERED IN GOOD CONDITION.  U 168
 BW0316'WAS NOT RECOVERED, BUT BELIEVED TO BE IN GOOD CONDITION.
 BW0316'AZIMUTH MARK HAS BEEN DESTROYED.
 BW0316
 BW0316                          STATION RECOVERY (1966)
 BW0316
 BW0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW0316'THE STATION WAS VISITED 5-13-66 AND THE STATION MARK AND
 BW0316'BENCH MARKS T 168 AND U 168 WERE FOUND IN GOOD CONDITION.
 BW0316'THE AZIMUTH MARK WAS FOUND DESTROYED PRIOR TO THIS DATE.
 BW0316'THE 1955 RECOVERY NOT IS ADEQUATE FOR THE STATION.
 BW0316
 BW0316                          STATION RECOVERY (1969)
 BW0316
 BW0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW0316'THE STATION WAS VISITED 10/22/69 AND THE STATION MARK AND
 BW0316'BM U 168 WERE FOUND IN GOOD CONDITION.  BENCH MARKS T 168
 BW0316'AND V 168 WERE DESTROYED AT A PREVIOUS DATE.  THE AZIMUTH
 BW0316'MARK WAS DESTROYED PRIOR TO THIS DATE.  THE LAND IS NOW
 BW0316'OWNED BY COLBERT BLOCKWELL AND IS UNDER CULTIVATION.  A
 BW0316'REFERENCE MARK NO. 1 WAS ESTABLISHED.  A NEW DESCRIPTION
 BW0316'FOLLOWS--
 BW0316'
 BW0316'THE STATION IS LOCATED 6 MILES EAST-SOUTHEAST OF TYLERTOWN AND
 BW0316'5 MILES SOUTH-SOUTHWEST OF KNOXO, IN THE SOUTHWEST CORNER
 BW0316'OF A FIELD OWNED BY MR. COLBERT BLACKWELL.  IT IS ABOUT 50
 BW0316'YARDS SOUTHWEST OF A WINDMILL THAT IS IN THE BACK YARD OF A
 BW0316'WHITE HOUSE, 135 FEET WEST-NORTHWEST OF THE NORTH ONE OF
 BW0316'TWO PECAN TREES, 207 FEET WEST-NORTHWEST OF POWERLINE POLE
 BW0316'WITH ATTACHED LIGHT, 290 FEET NORTHWEST OF THE CENTER OF A
 BW0316'GRAVEL ROAD, 220 FEET WEST OF THE SOUTH CORNER OF A WHITE HOUSE
 BW0316'WITH ASBESTOS SIDING, 48.5 FEET NORTHWEST OF A PECAN TREE,
 BW0316'47 FEET SOUTHWEST OF THE SOUTHWEST METAL FOOTING OF A
 BW0316'DISMANTELED BEACON TOWER, 1 FOOT SOUTH OF A SECTION OF
 BW0316'RAILROAD RAIL PROJECTING 3 FEET, AND 1 FOOT NORTH OF A
 BW0316'METAL WITNESS POST.  IT IS A C AND GS TRIANGULATION STATION
 BW0316'DISK, STAMPED BEAM 1947 ABOUT FLUSH WITH THE GROUND.
 BW0316'
 BW0316'REFERENCE MARK NO. 1 IS 143.19 FEET EAST-SOUTHEAST OF THE
 BW0316'STATION.  IT IS 85.5 FEET WEST OF THE SOUTHWEST CORNER OF
 BW0316'THE WHITE HOUSE, 1 FOOT SOUTH OF THE PROJECTED PLANE OF THE
 BW0316'SOUTH WALL OF THIS HOUSE, 66 FEET NORTH-NORTHWEST OF A POWERLINE
 BW0316'POLE WITH LIGHT ATTACHED, 7 FEET NORTHWEST OF THE SOUTH
 BW0316'ONE OF 2 PECAN TREES, 16 FEET SOUTH-SOUTHWEST OF THE NORTH
 BW0316'ONE OF THE TWO TREES AND 1 FOOT SOUTH OF A METAL WITNESS
 BW0316'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED BEAM
 BW0316'1947 NO. 1 1969 AND PROJECTS 1 INCH ABOVE THE GROUND.
 BW0316'
 BW0316'BENCH MARK U 168 WAS USED AS A REFERENCE MARK.  IT IS 54.99
 BW0316'FEET NORTH-NORTHEAST OF THE STATION, 207 FEET NORTHWEST OF THE
 BW0316'SOUTH CORNER OF THE WHITE HOUSE, 136 FEET NORTHWEST OF THE
 BW0316'NORTH ONE OF TWO LARGE PECAN TREES, 199.5 FEET SOUTHWEST OF A
 BW0316'LONE PECAN TREE.  IT IS A C AND GS BENCH MARK DISK, STAMPED
 BW0316'U 168 1944, CEMENTED IN A DRILLED HOLE IN THE CENTER OF THE
 BW0316'CONCRETE FOUNDATION OF AN OLD DISMANTLED BEACON LIGHT.
 BW0316'
 BW0316'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN, GO EAST
 BW0316'ON STATE HIGHWAY 24 FOR 0.7 MILE TO A FORK, JUNCTION WITH S.H.
 BW0316'48, TURN RIGHT, AND GO 1.1 MILES ON STATE HIGHWAY 48 TO A
 BW0316'TRIPLE FORK, TAKE EXTREME RIGHT FORK, CROSSING RAILROAD TRACKS
 BW0316'AND GO 4.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.0
 BW0316'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A
 BW0316'WHITE HOUSE ON THE RIGHT WITH A WINDMILL IN THE BACK YARD,
 BW0316'PASS IN FRONT OF THE HOUSE AND TO THE LEFT OF 2 LARGE PECAN
 BW0316'TREES AND GO NORTHWEST FOR ABOUT 250 FEET TO WIRE GATE IN
 BW0316'FENCE CORNER, PASS THROUGH GATE INTO CULTIVATED FIELD AND
 BW0316'MARK AS DESCRIBED.
 BW0316'
 BW0316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI SSW
 BW0316'OF KNOXO
 BW0316
 BW0316                          STATION RECOVERY (1969)
 BW0316
 BW0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0316'7.3 MI SE FROM TYLERTOWN.
 BW0316'LOCATED 1.9 MILES EAST ALONG THE FERNWOOD, COLUMBIA AND GULF RAILROAD
 BW0316'FROM THE STATION IN TYLERTOWN, THENCE 4.15 MILE SOUTHEAST ALONG A
 BW0316'BLACKTOP ROAD TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.0 MILE TO A
 BW0316'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A WHITE HOUSE ON THE
 BW0316'RIGHT WITH A WIND MILL IN THE BACK YARD, 50 YARDS SOUTHWEST OF THE
 BW0316'HOUSE, 135 WNW OF THE NORTH ONE OF TWO PECAN TREES, 207 FEET WNW OF A
 BW0316'POWER POLE WITH A LIGHT ATTACHED, 290 FEET NW OF THE CENTER OF A
 BW0316'GRAVELED ROAD, 220 FEET WEST OF THE SOUTH CORNER OF A WHITE HOUSE WITH
 BW0316'ASBESTOS SIDING 48.5 FEET NORTHWEST OF A PECAN TREE, 47 FEET SW OF THE
 BW0316'SW METAL FOOTING OF THE DISMANTLED BEACON LIGHT, 1 FOOT SOUTH OF A
 BW0316'SECTION OF A RAILROAD RAIL PROJECTING 3 FEET AND 1 FOOT NORTH OF A
 BW0316'METAL WITNESS POST.  IT IS SET IN A CONCRETE POST ABOUT FLUSH WITH THE
 BW0316'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2697 ***********************************************************************
 CP2697  DESIGNATION -  BEAR
 CP2697  PID         -  CP2697
 CP2697  STATE/COUNTY-  MS/WARREN
 CP2697  USGS QUAD   -  QUEENS HILL LAKE (1972)
 CP2697
 CP2697                         *CURRENT SURVEY CONTROL
 CP2697  ___________________________________________________________________
 CP2697* NAD 83(1993)-  32 29 59.96337(N)    090 37 05.60673(W)     ADJUSTED  
 CP2697* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CP2697  ___________________________________________________________________
 CP2697  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CP2697  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP2697  HORZ ORDER  -  SECOND
 CP2697
 CP2697.The horizontal coordinates were established by classical geodetic methods
 CP2697.and adjusted by the National Geodetic Survey in May 1994.
 CP2697
 CP2697.The orthometric height was scaled from a topographic map.
 CP2697
 CP2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2697
 CP2697.The geoid height was determined by GEOID03.
 CP2697
 CP2697;                    North         East     Units Scale Factor Converg.
 CP2697;SPC MS W     -   332,626.760   673,228.178   MT  0.99995883   -0 09 11.1
 CP2697;SPC MS W     - 1,091,292.96  2,208,749.45   sFT  0.99995883   -0 09 11.1
 CP2697;UTM  15      - 3,598,357.863   723,769.523   MT  1.00021750   +1 16 48.9
 CP2697
 CP2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2697!SPC MS W     -   0.99998943  x   0.99995883  =   0.99994826
 CP2697!UTM  15      -   0.99998943  x   1.00021750  =   1.00020693
 CP2697
 CP2697|---------------------------------------------------------------------|
 CP2697| PID    Reference Object                     Distance      Geod. Az  |
 CP2697|                                                           dddmmss.s |
 CP2697| CY3373 BEAR RM 1                            24.746 METERS 10733     |
 CP2697| CY3374 BEAR RM 2                            25.916 METERS 21903     |
 CP2697| CP2711 OAK RIDGE RESET                     APPROX. 8.5 KM 2553949.7 |
 CP2697|---------------------------------------------------------------------|
 CP2697
 CP2697                          SUPERSEDED SURVEY CONTROL
 CP2697
 CP2697  NAD 83(1986)-  32 29 59.97690(N)    090 37 05.60206(W) AD(       ) 2
 CP2697  NAD 27      -  32 29 59.46930(N)    090 37 05.24500(W) AD(       ) 2
 CP2697
 CP2697.Superseded values are not recommended for survey control.
 CP2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2697.See file dsdata.txt to determine how the superseded data were derived.
 CP2697
 CP2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2377098358(NAD 83)
 CP2697_MARKER: DS = TRIANGULATION STATION DISK
 CP2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2697
 CP2697  HISTORY     - Date     Condition        Report By
 CP2697  HISTORY     - 1959     MONUMENTED       CGS
 CP2697  HISTORY     - 1967     GOOD             MSHD
 CP2697  HISTORY     - 1974     GOOD             USGS
 CP2697
 CP2697                          STATION DESCRIPTION
 CP2697
 CP2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2697'THE STATION IS ABOUT 15 MILES EAST AND 10 MILES NORTH OF
 CP2697'VICKSBURG, 11-1/2 MILES NORTH-NORTHWEST OF EDWARDS, 3-1/2
 CP2697'MILES SOUTH AND 2 MILES EAST OF THE SMALL SETTLEMENT OF
 CP2697'RUSSELLVILLE, 3-3/4 MILES WEST-SOUTHWEST OF THE JUNCTION
 CP2697'OF THE YAZOO, WARREN AND HINDS COUNTY LINES AND 1-1/2 MILES
 CP2697'NORTHWEST OF THE BIG BLACK RIVER AND WARREN-HINDS COUNTY
 CP2697'LINE AT ITS CLOSEST POINT.  IT IS ON THE HIGHEST POINT OF
 CP2697'A WOODED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 CP2697'VICINITY.  IT IS IN SECTION 33, T 8 N, R 4 W.
 CP2697'
 CP2697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 CP2697'AND STATE HIGHWAY 3 ABOUT 10 MILES NORTH OF VICKSBURG, GO
 CP2697'NORTHEAST ON HIGHWAY 3 FOR 4.95 MILES TO A CONCRETE BRIDGE,
 CP2697'CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO A SIDE ROAD ON THE
 CP2697'RIGHT, TURN RIGHT ON THE SIDE ROAD (GRAVELED) AND GO SOUTHEAST
 CP2697'FOR 2.3 MILES TO A T-JUNCTION, TURN LEFT AND GO 1.3 MILES
 CP2697'TO A FORK, TAKE THE RIGHT ROAD AND GO 1.5 MILES TO THE H.L.
 CP2697'KEARNS STORE AT A T-JUNCTION, TURN LEFT AND GO NORTHERLY
 CP2697'FOR 3.7 MILES TO THE N.B. WEBSTER HOME (RED BRICK AND WOOD
 CP2697'CONSTRUCTION) ON THE RIGHT, CONTINUE NORTHEASTERLY FOR 2.9
 CP2697'MILES TO A FORK, TAKE THE RIGHT ROAD AND GO 0.65 MILE TO
 CP2697'A FORK, TAKE THE LEFT ROAD AND GO 2.7 MILES TO A FORK,
 CP2697'TAKE THE RIGHT ROAD AND GO 1.5 MILES TO THE STATION ON THE
 CP2697'LEFT.
 CP2697'
 CP2697'THE STATION MARKS ARE STANDARD DISKS, STAMPED BEAR 1959.
 CP2697'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP2697'CONCRETE POST PROJECTING 5 INCHES.  IT IS 191 FEET NORTHEAST
 CP2697'OF THE CENTER OF THE INTERSECTION OF TRACK ROAD AND GRAVEL
 CP2697'ROAD, 65 FEET EAST-SOUTHEAST OF TRIANGLE BLAZE ON EAST SIDE
 CP2697'OF 30-INCH OAK TREE STUMP WHICH IS ON THE EAST CUTBANK OF
 CP2697'GRADED ROAD, 36 FEET NORTH OF TRIANGLE BLAZE ON NORTHWEST
 CP2697'SIDE OF 8-INCH OAK TREE, 12 FEET WEST-NORTHWEST OF CENTER
 CP2697'OF TRACK ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 CP2697'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2697'34 INCHES BELOW THE GROUND SURFACE.
 CP2697'
 CP2697'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1959,
 CP2697'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2697'4 INCHES.  IT IS 74 FEET EAST-NORTHEAST OF THE TRIANGLE
 CP2697'BLAZE ON 8-INCH OAK TREE AND 9 FEET SOUTH OF CENTER OF TRACK
 CP2697'ROAD.
 CP2697'
 CP2697'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1959,
 CP2697'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2697'4 INCHES.  IT IS 113 FEET NORTHEAST OF THE CENTER OF THE
 CP2697'INTERSECTION, 72 FEET SOUTHWEST OF THE TRIANGLE BLAZE ON
 CP2697'8-INCH OAK TREE AND 13 FEET SOUTH-SOUTHEAST OF THE CENTER
 CP2697'OF TRACK ROAD.
 CP2697'
 CP2697'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 CP2697'
 CP2697'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2697
 CP2697                          STATION RECOVERY (1967)
 CP2697
 CP2697'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2697'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2697'CONDITION.
 CP2697'
 CP2697'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 33,
 CP2697'T 8N, R 4W, APPROXIMATELY 18.1 MILES NORTHEAST OF VICKSBURG,
 CP2697'10.8 MILES NORTHEAST OF REDWOOD, 2.0 MILES WEST OF THE BIG
 CP2697'BLACK RIVER AND ON THE HIGHEST HILL IN THE VICINITY.
 CP2697'
 CP2697'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO SOUTHWEST
 CP2697'ON MISSISSIPPI HIGHWAY 3 FOR 0.25 MILE TO THE INTERSECTION
 CP2697'OF U.S. HIGHWAY 61.  TURN LEFT (SOUTHWEST) AND CONTINUE
 CP2697'ON U.S. HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 CP2697'LEFT (SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 4.7
 CP2697'MILES TO A T INTERSECTION.  TURN LEFT (NORTHEAST) AND CONTINUE
 CP2697'ON A BLACKTOP ROAD FOR 3.3 MILES TO A FORK.  TAKE THE RIGHT
 CP2697'FORK AND CONTINUE (SOUTHEAST) ON A BLACKTOP ROAD FOR 5.7
 CP2697'MILES TO A SIDE ROAD LEFT.  TURN LEFT (EAST NORTHEAST) AND
 CP2697'CONTINUE ON AN ALL WEATHER ROAD FOR 2.0 MILES TO A NARROW
 CP2697'SIDE ROAD LEFT.  CONTINUE NORTHEAST ON AN ALL WEATHER ROAD
 CP2697'FOR 0.2 MILE TO AN ABANDONED TRACK ROAD AND THE MARK ON
 CP2697'THE RIGHT.
 CP2697'
 CP2697'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF A 11 IN SQUARE,
 CP2697'CONCRETE POST.  (NOTE) NO AZIMUTH WAS SET FOR THIS STATION.
 CP2697'THE STATION DISK IS STAMPED BEAR 1959 AND PROJECTS 5 INCHES.
 CP2697'IT IS 191 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 CP2697'OF AN ABANDONED TRACK ROAD AND THE GRAVELED ROAD AND 85
 CP2697'FEET (EAST SOUTHEAST) OF THE CENTER OF THE GRAVEL ROAD,
 CP2697'44 FEET NORTHWEST OF A 12 IN LOCUST, 38.5 FEET WEST OF A
 CP2697'10 IN OAK AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 CP2697'
 CP2697'R.M. 1 IS STAMPED BEAR NO. 1 (1959) AND PROJECTS 4 INCHES.
 CP2697'IT IS 36.5 FEET SOUTHWEST OF A 12 IN TWIN OAK, 8 FEET SOUTH
 CP2697'OF THE CENTER OF THE TRACK ROAD, 5 FEET WEST OF A 10 IN
 CP2697'ELM AND 1 FOOT WEST OF A METAL WITNESS POST.
 CP2697'
 CP2697'R.M. 2 IS STAMPED BEAR NO. 2 (1959) AND PROJECTS 4 INCHES.
 CP2697'IT IS 113 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 CP2697'OF THE TRACK ROAD AND THE GRAVEL ROAD, 41.5 FEET SOUTHEAST
 CP2697'OF A 30 IN SEASONAL TREE, 13 FEET SOUTH SOUTHEAST OF THE
 CP2697'CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 CP2697'POST.
 CP2697
 CP2697                          STATION RECOVERY (1974)
 CP2697
 CP2697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CP2697'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 CP2697'
 CP2697'DISTANCES AND DIRECTIONS CHECKED OK
 CP2697'
 CP2697'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1878 ***********************************************************************
 DK1878  DESIGNATION -  BEAR GARDEN
 DK1878  PID         -  DK1878
 DK1878  STATE/COUNTY-  MS/WASHINGTON
 DK1878  USGS QUAD   -  PERCY (1967)
 DK1878
 DK1878                         *CURRENT SURVEY CONTROL
 DK1878  ___________________________________________________________________
 DK1878* NAD 83(1993)-  33 04 07.26401(N)    090 56 54.84507(W)     ADJUSTED  
 DK1878* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 DK1878  ___________________________________________________________________
 DK1878  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DK1878  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK1878  HORZ ORDER  -  FIRST
 DK1878
 DK1878.The horizontal coordinates were established by classical geodetic methods
 DK1878.and adjusted by the National Geodetic Survey in May 1994.
 DK1878
 DK1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1878
 DK1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1878
 DK1878.The geoid height was determined by GEOID03.
 DK1878
 DK1878;                    North         East     Units Scale Factor Converg.
 DK1878;SPC MS W     -   395,824.738   642,551.348   MT  0.99999068   -0 20 08.6
 DK1878;SPC MS W     - 1,298,634.99  2,108,103.88   sFT  0.99999068   -0 20 08.6
 DK1878;UTM  15      - 3,660,772.485   691,504.286   MT  1.00005220   +1 07 10.9
 DK1878
 DK1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1878!SPC MS W     -   0.99999897  x   0.99999068  =   0.99998965
 DK1878!UTM  15      -   0.99999897  x   1.00005220  =   1.00005117
 DK1878
 DK1878:                Primary Azimuth Mark                     Grid Az
 DK1878:SPC MS W     -  HOLLANDALE MISS OIL CO TANK              036 04 46.5
 DK1878:UTM  15      -  HOLLANDALE MISS OIL CO TANK              034 37 27.0
 DK1878
 DK1878|---------------------------------------------------------------------|
 DK1878| PID    Reference Object                     Distance      Geod. Az  |
 DK1878|                                                           dddmmss.s |
 DK1878| DK1873 HOLLANDALE MISS OIL CO TANK         APPROX.14.3 KM 0354437.9 |
 DK1878| DK1869 HOLLANDALE MUNICIPAL TANK           APPROX.14.0 KM 0384803.0 |
 DK1878| DK1871 HOLLANDALE DEER CR COMP CO TK       APPROX.13.7 KM 0390239.4 |
 DK1878| CY5241 BEAR GARDEN RM 1                     47.713 METERS 07756     |
 DK1878| CY5239 BEAR GARDEN AZ MK 2                                0892256.4 |
 DK1878| DK1879 BEAR GARDEN RM A                     26.291 METERS 10426     |
 DK1878| CP2817 ROLLING FORK MUNICIPAL TANK         APPROX.18.6 KM 1583558.4 |
 DK1878| CP2807 ROLLING FORK DEER CR COMP TK        APPROX.19.7 KM 1591756.1 |
 DK1878| CY5242 BEAR GARDEN RM 2                     48.149 METERS 16921     |
 DK1878| DK1880 BEAR GARDEN RM 4                     12.987 METERS 18614     |
 DK1878| CP2823 MAYERSVILLE MID VAL PLINE MAST      APPROX.23.4 KM 2041452.0 |
 DK1878| CY5240 BEAR GARDEN AZ MK RESET                            3044633.4 |
 DK1878| CY5238 BEAR GARDEN AZ MK                                  3121856.0 |
 DK1878| CY5243 BEAR GARDEN RM 3                     28.670 METERS 33926     |
 DK1878|---------------------------------------------------------------------|
 DK1878
 DK1878                          SUPERSEDED SURVEY CONTROL
 DK1878
 DK1878  NAD 83(1986)-  33 04 07.27594(N)    090 56 54.83935(W) AD(       ) 1
 DK1878  NAD 27      -  33 04 06.83200(N)    090 56 54.47100(W) AD(       ) 1
 DK1878  NGVD 29 (07/19/86)   32.9    (m)          108.     (f) VERT ANG    3  
 DK1878
 DK1878.Superseded values are not recommended for survey control.
 DK1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1878.See file dsdata.txt to determine how the superseded data were derived.
 DK1878
 DK1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9150460772(NAD 83)
 DK1878_MARKER: DS = TRIANGULATION STATION DISK
 DK1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1878
 DK1878  HISTORY     - Date     Condition        Report By
 DK1878  HISTORY     - 1939     MONUMENTED       CGS
 DK1878  HISTORY     - 1958     GOOD             CGS
 DK1878  HISTORY     - 1965     GOOD             CGS
 DK1878  HISTORY     - 1967     GOOD             MSHD
 DK1878
 DK1878                          STATION DESCRIPTION
 DK1878
 DK1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1878'THIS STATION IS LOCATED APPROXIMATELY 5.5 MILES NORTHEAST OF
 DK1878'GLEN ALLEN, 5 MILES SOUTHWEST OF PERCY, IN THE SOUTHEAST CORNER
 DK1878'OF SEC. 7, T. 14 N., R. 7 W., ON THE PROPERTY OWNED BY THE BLACK
 DK1878'BAYOU DRAINAGE DISTRICT.  THE STATION MARK IS SET ABOUT 300
 DK1878'FEET WEST OF THE HOUSE OCCUPIED BY MR. A.B. WREN, 51 FEET SOUTH
 DK1878'OF THE CENTER LINE OF THE GRAVEL ROAD, AND 40 FEET EAST OF THE
 DK1878'EAST BANK OF THE CANAL.  THE MARK PROJECTS 4 INCHES.
 DK1878'
 DK1878'TO REACH THE STATION FROM THE STOP LIGHT IN HOLLANDALE GO SOUTH
 DK1878'FOR 5.0 MILES TO THE PERCY RAILROAD STATION ON THE RIGHT,
 DK1878'CONTINUE 0.8 MILE TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO
 DK1878'5.5 MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT AND GO 0.8
 DK1878'MILE TO THE CANAL CROSSING AND THE STATION.
 DK1878'
 DK1878'SECTION CORNER 18, 19, 24, 29, T 14 N., R 7 W., IS APPROXIMATELY
 DK1878'1.1 MILES SOUTHWEST OF THE STATION, SET IN THE WOODS, 300 FEET
 DK1878'SOUTH OF A LARGE BLAZED OAK AT THE EDGE OF THE FIELD, 22 FEET
 DK1878'NORTHEAST OF A WITNESS TREE, 17.8 FEET NORTHWEST OF A 12-INCH
 DK1878'WITNESS TREE.  THE MARK IS A ROUND COPPER-CENTERED CONCRETE MARK
 DK1878'AND PROJECTS 6 INCHES.  IT WAS ESTABLISHED BY B.B. CARMICHAEL.
 DK1878'A U.S. BIOLOGICAL SURVEY MARK IS SET NEXT TO AND JUST SOUTH OF
 DK1878'THE MARK.
 DK1878'
 DK1878'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1878'BRONZE DISKS SET IN CONCRETE.
 DK1878'
 DK1878'REFERENCE MARK NO. 1 IS 156.66 FEET EAST NORTHEAST OF THE
 DK1878'STATION, 1 FOOT SOUTH OF THE FENCE LINE, 14 FEET SOUTH OF THE
 DK1878'CENTER LINE OF THE ROAD.  THE MARK PROJECTS 8 INCHES.
 DK1878'
 DK1878'REFERENCE MARK NO. 2 IS 157.97 FEET SOUTH OF THE STATION, SET
 DK1878'IN THE BARN LOT, 2 FEET WEST OF THE NORTHWEST CORNER OF A
 DK1878'SMALL BUILDING.  THE MARK PROJECTS 4 INCHES.
 DK1878'
 DK1878'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE NORTHWEST OF THE
 DK1878'STATION, ON THE EAST SIDE OF THE HIGHWAY, 0.15 MILE NORTH OF THE
 DK1878'INTERSECTION, 70 FEET WEST OF A POWER LINE POLE, 35 FEET WEST
 DK1878'OF THE RED BRICK CHIMNEY OF A NEGRO SHACK, 30 FEET EAST OF THE
 DK1878'CENTER LINE OF THE GRAVEL ROAD.  THE MARK PROJECTS 8 INCHES.
 DK1878'
 DK1878'SECTIONS 24 AND 29 ARE IN T. 14 N., R. 8 W.
 DK1878
 DK1878                          STATION RECOVERY (1958)
 DK1878
 DK1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1878'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 DK1878'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND WAS
 DK1878'PROBABLY BURIED DURING DREDGING OPERATIONS.  AN ADDITIONAL
 DK1878'REFERENCE MARK WAS ESTABLISHED.  THE CONCRETE POST THE AZIMUTH
 DK1878'MARK DISK WAS SET IN WAS FOUND BROKEN OFF AT THE GROUND LEVEL.
 DK1878'THE DISK WAS NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 DK1878'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 DK1878'
 DK1878'STATION IS ABOUT 8 MILES SOUTHWEST OF HOLLANDALE, 5 MILES
 DK1878'NORTHEAST OF GLEN ALLEN, 4 MILES SOUTHWEST OF PERCY, IN THE
 DK1878'NORTHEAST CORNER OF SECTION 18, T 14 N, R 7 W, IN THE NORTHWEST
 DK1878'CORNER OF A CULTIVATED FIELD OWNED BY MR. WILLIAM J. ROBERTSON,
 DK1878'WHO LIVES 3 MILES SOUTH OF MAYERSVILLE.
 DK1878'
 DK1878'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 436 AND
 DK1878'U.S. HIGHWAY 61 WHICH IS 4.75 MILE SOUTH OF HOLLANDALE, BY
 DK1878'GOING WESTERLY ON HIGHWAY 436 FOR 3.2 MILES TO A FORK, BEAR
 DK1878'LEFT AND CONTINUE SOUTHWEST ON THE HIGHWAY FOR 2.1 MILE TO
 DK1878'A GRAVELED ROAD AND THE AZIMUTH MARK ON THE LEFT, TURN LEFT
 DK1878'AND GO SOUTHEAST AND EAST ON THE GRAVELED ROAD FOR 0.7 MILE
 DK1878'TO A BRIDGE AND THE STATION.
 DK1878'
 DK1878'STATION MARKS ARE STANDARD DISKS, STAMPED BEAR GARDEN 1939.
 DK1878'SURFACE MARK IS SET IN AN 8-INCH SQUARE CONCRETE POST FLUSH
 DK1878'WITH THE GROUND SURFACE.  IT IS 104 FEET WEST OF THE CENTER
 DK1878'OF A DRIVEWAY, 112 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK1878'OF A TENANT HOUSE (UNOCCUPIED) 66 FEET SOUTHEAST OF THE
 DK1878'SOUTHEAST CORNER OF THE BRIDGE, 60 FEET SOUTH OF THE CENTER
 DK1878'OF THE GRAVELED ROAD, 40 FEET EAST OF THE EAST EDGE OF A
 DK1878'DRAINAGE DITCH, 31 FEET SOUTH OF A POWERLINE POLE AND 6 FEET
 DK1878'SOUTH OF THE BASE OF THE POWERLINE POLE GUY WIRE.
 DK1878'
 DK1878'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR GARDEN NO 1
 DK1878'1939, SET IN AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 DK1878'SURFACE.  IT IS 142 FEET NORTHEAST OF THE NORTHEAST CORNER
 DK1878'OF THE HOUSE, 120 FEET WEST OF A POWERLINE POLE AND 19
 DK1878'FEET SOUTH OF THE CENTER OF THE ROAD.
 DK1878'
 DK1878'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BEAR GARDEN NO
 DK1878'3 1939, SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 5
 DK1878'INCHES.  IT IS 73 FEET NORTHWEST OF THE POWERLINE POLE,
 DK1878'21 FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET NORTH OF THE
 DK1878'NORTHEAST CORNER OF THE BRIDGE AND 6 FEET EAST OF THE EAST
 DK1878'EDGE OF THE DRAINAGE DITCH.
 DK1878'
 DK1878'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAR GARDEN 1939
 DK1878'RESET 1958, SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING
 DK1878'6 INCHES.  IT IS 91 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DK1878'22 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 3
 DK1878'FEET EAST OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS
 DK1878'POST WAS SET 2 FEET NORTHEAST OF THE MARK.
 DK1878
 DK1878                          STATION RECOVERY (1965)
 DK1878
 DK1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 DK1878'STATION MARK, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE
 DK1878'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED,
 DK1878'THE TOP OF THE POST WAS BROKEN OFF AND LAYING IN THE DITCH,
 DK1878'THEREFORE, REFERENCE MARK NO. 4 WAS ESTABLISHED.
 DK1878'
 DK1878'DUE TO A POWERLINE NEAR THE STATION MARK, REFERENCE MARK NO. 4
 DK1878'WAS OCCUPIED.
 DK1878'
 DK1878'REFERENCE MARK NO. 4 IS 102 FEET SOUTH OF THE APPROXIMATE
 DK1878'CENTERLINE OF A GRAVELED ROAD, 73.5 FEET SOUTH OF A POWERLINE
 DK1878'POLE AND 40 FEET EAST OF THE EAST EDGE OF THE CANAL.  THE
 DK1878'MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 DK1878'ROUND CONCRETE POST AND STAMPED BEAR GARDEN NO 4 1939.  THE
 DK1878'MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 DK1878'
 DK1878'THE LOCATION AND THE ROUTE TO THE STATION AS DESCRIBED BY
 DK1878'O.S.R. IN 1958 IS ADEQUATE.
 DK1878'
 DK1878'NOTE--THERE IS A SUB-SURFACE REFERENCE MARK DISK SET DIRECTLY
 DK1878'BELOW R.M. NO. 4.
 DK1878
 DK1878                          STATION RECOVERY (1967)
 DK1878
 DK1878'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1878'THE STATION WAS VISITED AND THE STATION, R.M. 3 AND THE
 DK1878'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 HAS BEEN
 DK1878'DISTURBED.
 DK1878'
 DK1878'THE STATION IS LOCATED APPROXIMATELY 8.8 MILES SOUTHWEST OF
 DK1878'HOLLANDALE, 4 MILES NORTHEAST OF HAMPTON IN THE SOUTHEAST
 DK1878'1/4 OF SECTION 7, T 14 N, R 7 W ON LAND OWNED BY MR. WILLIAM
 DK1878'J. ROBERTSON.
 DK1878'
 DK1878'ALL MARKS EXCEPT THE STATION ARE STANDARD DISK SET IN THE
 DK1878'TOP OF AN 11 INCH SQUARE CONCRETE POST.
 DK1878'
 DK1878'THE STATION DISK IS STAMPED BEAR GARDEN 1939 AND IS FLUSH
 DK1878'WITH THE GROUND SURFACE.
 DK1878'
 DK1878'THE STATION IS SET IN AN 8 INCH SQUARE POST.
 DK1878'
 DK1878'IT IS 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN
 DK1878'BRIDGE, 58 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 40
 DK1878'FEET EAST OF EAST EDGE OF A DITCH, 31 FEET SOUTHWEST OF A
 DK1878'POWER POLE, 6 FEET SOUTH OF THE BASE OF A GUY WIRE AND 1 FOOT
 DK1878'WEST OF A METAL WITNESS POST.
 DK1878'
 DK1878'R.M. 1 IS 120 FEET WEST OF A POWER POLE, AND 19 FEET SOUTH
 DK1878'OF THE CENTER OF THE GRAVEL ROAD.
 DK1878'
 DK1878'R.M. 3 IS 120 FEET WEST OF A POWER POLE, AND 19 FEET SOUTH
 DK1878'OF THE CENTER OF THE GRAVEL ROAD.
 DK1878'
 DK1878'R.M. 3 IS STAMPED BEAR GARDEN 1939 NO. 3 AND PROJECTS 5 INCHES.
 DK1878'
 DK1878'IT IS 73 FEET NORTHWEST OF A POWER POLE, 21 FEET NORTH OF THE
 DK1878'CENTER OF THE GRAVEL ROAD, 10 FEET NORTH OF THE NORTHEAST
 DK1878'CORNER OF THE WOODEN BRIDGE, 6 FEET EAST OF THE EAST BANK
 DK1878'OF THE DITCH AND 1 FOOT EAST OF A METAL WITNESS POST.
 DK1878'
 DK1878'THE AZIMUTH MARK IS STAMPED BEAR GARDEN (1939) RESET (1958)
 DK1878'AND PROJECTS 6 INCHES.
 DK1878'
 DK1878'IT IS 94 FEET SOUTHEAST OF THE CENTER OF A T INTERSECTION,
 DK1878'90 FEET SOUTHEAST OF THE CENTER OF THE BLACKTOP ROAD, 21 FEET
 DK1878'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET EAST OF A
 DK1878'POWER POLE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 DK1878'
 DK1878'TO REACH FROM THE U.S. POST OFFICE IN HOLLANDALE, GO SOUTHEAST
 DK1878'ON EAST AVENUE (OLD U.S. HIGHWAY 61) FOR 0.75 MILE TO THE
 DK1878'INTERSECTION OF PRESENT U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND
 DK1878'CONTINUE ON U.S. HIGHWAY 61 FOR 4.7 MILES TO MISSISSIPPI HIGHWAY
 DK1878'436 ON THE RIGHT.  TURN RIGHT (WEST) AND CONTINUE ON MISSISSIPPI
 DK1878'HIGHWAY 436 FOR 5.45 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH
 DK1878'AS DESCRIBED.  TURN LEFT SOUTHEAST AND CONTINUE ON AN ALL
 DK1878'WEATHER ROAD FOR 0.75 MILE TO A WOODEN BRIDGE AND THE STATION
 DK1878'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1880 ***********************************************************************
 DK1880  DESIGNATION -  BEAR GARDEN RM 4
 DK1880  PID         -  DK1880
 DK1880  STATE/COUNTY-  MS/WASHINGTON
 DK1880  USGS QUAD   -  PERCY (1967)
 DK1880
 DK1880                         *CURRENT SURVEY CONTROL
 DK1880  ___________________________________________________________________
 DK1880* NAD 83(1993)-  33 04 06.84494(N)    090 56 54.89944(W)     ADJUSTED  
 DK1880* NAVD 88     -        32.4    (meters)     106.     (feet)  VERTCON   
 DK1880  ___________________________________________________________________
 DK1880  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DK1880  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK1880  HORZ ORDER  -  FIRST
 DK1880
 DK1880.The horizontal coordinates were established by classical geodetic methods
 DK1880.and adjusted by the National Geodetic Survey in May 1994.
 DK1880
 DK1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1880
 DK1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1880
 DK1880.The geoid height was determined by GEOID03.
 DK1880
 DK1880;                    North         East     Units Scale Factor Converg.
 DK1880;SPC MS W     -   395,811.836   642,549.862   MT  0.99999068   -0 20 08.6
 DK1880;SPC MS W     - 1,298,592.67  2,108,099.01   sFT  0.99999068   -0 20 08.6
 DK1880;UTM  15      - 3,660,759.549   691,503.128   MT  1.00005219   +1 07 10.9
 DK1880
 DK1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1880!SPC MS W     -   0.99999904  x   0.99999068  =   0.99998972
 DK1880!UTM  15      -   0.99999904  x   1.00005219  =   1.00005123
 DK1880
 DK1880|---------------------------------------------------------------------|
 DK1880| PID    Reference Object                     Distance      Geod. Az  |
 DK1880|                                                           dddmmss.s |
 DK1880| DK1878 BEAR GARDEN                          12.987 METERS 00614     |
 DK1880| DK1879 BEAR GARDEN RM A                     27.612 METERS 07641     |
 DK1880| CY5239 BEAR GARDEN AZ MK 2                                0882922.9 |
 DK1880| CY5240 BEAR GARDEN AZ MK RESET                            3051853.8 |
 DK1880|---------------------------------------------------------------------|
 DK1880
 DK1880                          SUPERSEDED SURVEY CONTROL
 DK1880
 DK1880  NAD 83(1986)-  33 04 06.85678(N)    090 56 54.89373(W) AD(       ) 1
 DK1880  NAD 27      -  33 04 06.41294(N)    090 56 54.52531(W) AD(       ) 1
 DK1880  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG    3  
 DK1880
 DK1880.Superseded values are not recommended for survey control.
 DK1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1880.See file dsdata.txt to determine how the superseded data were derived.
 DK1880
 DK1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9150360760(NAD 83)
 DK1880_MARKER: DR = REFERENCE MARK DISK
 DK1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1880
 DK1880  HISTORY     - Date     Condition        Report By
 DK1880  HISTORY     - 1965     MONUMENTED       CGS
 DK1880
 DK1880                          STATION DESCRIPTION
 DK1880
 DK1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 DK1880'TO REACH FROM THE POST OFFICE IN HOLLANDALE, GO SOUTHEAST ON EAST
 DK1880'AVENUE (OLD U.S. HIGHWAY 61) FOR 0.75 MILE TO THE INTERSECTION OF
 DK1880'PRESENT U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON U.S.
 DK1880'HIGHWAY 61 FOR 4.7 MILES TO MISSISSIPPI HIGHWAY 436 ON THE RIGHT.
 DK1880'TURN RIGHT (WEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 436 FOR 5.45
 DK1880'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH AS DESCRIBED.  TURN LEFT
 DK1880'SOUTHEAST AND CONTINUE ON ALL WEATHER ROAD FOR 0.75 MILE TO A WOODEN
 DK1880'BRIDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 DK1880'
 DK1880'REFERENCE MARK NO. 4 IS 102 FEET SOUTH OF THE APPROXIMATE CENTER LINE
 DK1880'OF A GRAVELED ROAD, 73.5 FEET SOUTH OF A POWERLINE POLE AND 40 FEET
 DK1880'EAST OF THE EAST EDGE OF THE CANAL.  THE MARK IS A STANDARD REFERENCE
 DK1880'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED BEAR
 DK1880'GARDEN NO 4 1939.
 DK1880'
 DK1880'1965 OBSERVATIONS TAKEN FROM A 116 FOOT STEEL TOWER.
 DK1880'
 DK1880'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 37.66 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1879 ***********************************************************************
 DK1879  DESIGNATION -  BEAR GARDEN RM A
 DK1879  PID         -  DK1879
 DK1879  STATE/COUNTY-  MS/WASHINGTON
 DK1879  USGS QUAD   -  PERCY (1967)
 DK1879
 DK1879                         *CURRENT SURVEY CONTROL
 DK1879  ___________________________________________________________________
 DK1879* NAD 83(1993)-  33 04 07.05126(N)    090 56 53.86352(W)     ADJUSTED  
 DK1879* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 DK1879  ___________________________________________________________________
 DK1879  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DK1879  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DK1879  HORZ ORDER  -  FIRST
 DK1879
 DK1879.The horizontal coordinates were established by classical geodetic methods
 DK1879.and adjusted by the National Geodetic Survey in May 1994.
 DK1879
 DK1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1879
 DK1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1879
 DK1879.The geoid height was determined by GEOID03.
 DK1879
 DK1879;                    North         East     Units Scale Factor Converg.
 DK1879;SPC MS W     -   395,818.035   642,576.769   MT  0.99999064   -0 20 08.0
 DK1879;SPC MS W     - 1,298,613.00  2,108,187.28   sFT  0.99999064   -0 20 08.0
 DK1879;UTM  15      - 3,660,766.429   691,529.871   MT  1.00005232   +1 07 11.4
 DK1879
 DK1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1879!SPC MS W     -   0.99999907  x   0.99999064  =   0.99998971
 DK1879!UTM  15      -   0.99999907  x   1.00005232  =   1.00005139
 DK1879
 DK1879|---------------------------------------------------------------------|
 DK1879| PID    Reference Object                     Distance      Geod. Az  |
 DK1879|                                                           dddmmss.s |
 DK1879| DK1880 BEAR GARDEN RM 4                     27.612 METERS 25642     |
 DK1879| CY5240 BEAR GARDEN AZ MK RESET                            3042156.5 |
 DK1879|---------------------------------------------------------------------|
 DK1879
 DK1879                          SUPERSEDED SURVEY CONTROL
 DK1879
 DK1879  NAD 83(1986)-  33 04 07.06314(N)    090 56 53.85759(W) AD(       ) 1
 DK1879  NAD 27      -  33 04 06.61928(N)    090 56 53.48941(W) AD(       ) 1
 DK1879  NGVD 29 (07/19/86)   32.3    (m)          106.     (f) VERT ANG    3  
 DK1879
 DK1879.Superseded values are not recommended for survey control.
 DK1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1879.See file dsdata.txt to determine how the superseded data were derived.
 DK1879
 DK1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9153060766(NAD 83)
 DK1879_MARKER: DS = TRIANGULATION STATION DISK
 DK1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1879
 DK1879  HISTORY     - Date     Condition        Report By
 DK1879  HISTORY     - 1965     MONUMENTED       CGS
 DK1879
 DK1879                          STATION DESCRIPTION
 DK1879
 DK1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 DK1879'THE STATION IS LOCATED 5-1/2 MILES NORTHEAST OF GLENN ALLEN,
 DK1879'5 MILES SOUTHWEST OF PERCY AND ON THE SAME PROPERTY AS
 DK1879'TRIANGULATION STATION BEAR GARDEN RM 4.
 DK1879'
 DK1879'THE STATION MARK IS A STANDARD DISK, STAMPED BEAR GARDEN RM A
 DK1879'1965, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 DK1879'14-INCHES BELOW THE GROUND SURFACE.  IT IS 123 FEET EAST OF THE
 DK1879'EAST SIDE OF A CANAL, 88 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 DK1879'74 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 23 FEET WEST
 DK1879'OF THE CENTER OF A FIELD ROAD.
 DK1879'
 DK1879'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BEAR
 DK1879'GARDEN RM 4, THE DISTANCE BEING 27.610 METERS OR 90.58 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1677 ***********************************************************************
 EG1677  DESIGNATION -  BEARD
 EG1677  PID         -  EG1677
 EG1677  STATE/COUNTY-  MS/BENTON
 EG1677  USGS QUAD   -  HICKORY FLAT (1982)
 EG1677
 EG1677                         *CURRENT SURVEY CONTROL
 EG1677  ___________________________________________________________________
 EG1677* NAD 83(1993)-  34 36 25.39171(N)    089 08 57.29041(W)     ADJUSTED  
 EG1677* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 EG1677  ___________________________________________________________________
 EG1677  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EG1677  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG1677  HORZ ORDER  -  SECOND
 EG1677
 EG1677.The horizontal coordinates were established by classical geodetic methods
 EG1677.and adjusted by the National Geodetic Survey in May 1994.
 EG1677
 EG1677.The orthometric height was scaled from a topographic map.
 EG1677
 EG1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1677
 EG1677.The geoid height was determined by GEOID03.
 EG1677
 EG1677;                    North         East     Units Scale Factor Converg.
 EG1677;SPC MS E     -   566,328.351   271,024.998   MT  0.99996034   -0 10 45.9
 EG1677;SPC MS E     - 1,858,028.93    889,187.85   sFT  0.99996034   -0 10 45.9
 EG1677;UTM  16      - 3,831,568.013   302,928.142   MT  1.00007872   -1 13 15.8
 EG1677
 EG1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1677!SPC MS E     -   0.99997679  x   0.99996034  =   0.99993713
 EG1677!UTM  16      -   0.99997679  x   1.00007872  =   1.00005551
 EG1677
 EG1677:                Primary Azimuth Mark                     Grid Az
 EG1677:SPC MS E     -  HICKORY FLAT MICROWAVE MAST              071 22 40.9
 EG1677:UTM  16      -  HICKORY FLAT MICROWAVE MAST              072 25 10.8
 EG1677
 EG1677|---------------------------------------------------------------------|
 EG1677| PID    Reference Object                     Distance      Geod. Az  |
 EG1677|                                                           dddmmss.s |
 EG1677| EG1678 HICKORY FLAT MICROWAVE MAST         APPROX. 1.7 KM 0711155.0 |
 EG1677| CG3193 BEARD RM 1                           27.461 METERS 14508     |
 EG1677| EG1675 MYRTLE                              APPROX. 3.4 KM 2110234.4 |
 EG1677| CG3194 BEARD RM 2                           24.933 METERS 32148     |
 EG1677|---------------------------------------------------------------------|
 EG1677
 EG1677                          SUPERSEDED SURVEY CONTROL
 EG1677
 EG1677  NAD 83(1986)-  34 36 25.40301(N)    089 08 57.28898(W) AD(       ) 2
 EG1677  NAD 27      -  34 36 25.04501(N)    089 08 57.03773(W) AD(       ) 2
 EG1677
 EG1677.Superseded values are not recommended for survey control.
 EG1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1677.See file dsdata.txt to determine how the superseded data were derived.
 EG1677
 EG1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0292831568(NAD 83)
 EG1677_MARKER: DS = TRIANGULATION STATION DISK
 EG1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1677
 EG1677  HISTORY     - Date     Condition        Report By
 EG1677  HISTORY     - 1967     MONUMENTED       CGS
 EG1677
 EG1677                          STATION DESCRIPTION
 EG1677
 EG1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1677'STATION IS LOCATED ABOUT 10.5 MILES NORTHWEST OF NEW ALBANY, 9 MILES
 EG1677'SOUTHEAST OF POTTS
 EG1677'CAMP, 4 MILES NORTHWEST OF MYRTLE, 2.5 MILES
 EG1677'SOUTHEAST OF HICKORY FLAT, 0.1 MILE
 EG1677'WEST OF U S HIGHWAY 78 AND ON
 EG1677'PROPERTY OWNED BY MR C E BEARD WHO LIVES 0.1 MILE EAST
 EG1677'OF BRIDGE
 EG1677'MENTIONED ON TO REACH.
 EG1677'
 EG1677'TO REACH STATION FROM THE MAIN CROSSROAD IN MYRTLE, GO NORTHWEST ON U
 EG1677'S HIGHWAY 78 FOR
 EG1677'3.1 MILES TO UNION-BENTON COUNTY LINE, CONTINUE
 EG1677'NORTHWEST ON U S HIGHWAY 78 FOR 0.9
 EG1677'MILE TO GATE ON LEFT JUST BEFORE
 EG1677'REACHING BRIDGE OVER RAILROAD TRACKS, TURN LEFT
 EG1677'CROSSING DITCH,
 EG1677'PASSING THROUGH GATE AND GO WESTERLY ON TRACK ROAD 0.1 MILE TO
 EG1677'FORK, KEEP RIGHT
 EG1677'AND GO WESTERLY 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 EG1677'
 EG1677'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1677'
 EG1677'STATION MARK, STAMPED BEARD 1967, IS SET FLUSH.  IT IS 28.3 FEET
 EG1677'SOUTH OF CENTER OF
 EG1677'TRACK ROAD, 24.5 FEET SOUTHEAST OF TRIANGLE BLAZED
 EG1677'OAK TREE, 23.6 FEET SOUTHWEST OF
 EG1677'TRIANGLE BLAZED PINE TREE AND 4.3
 EG1677'FEET NORTHEAST OF METAL WITNESS POST.
 EG1677'
 EG1677'RM 1, STAMPED BEARD NO 1 1967, PROJECTS 4 INCHES.  IT IS 36 FEET WEST
 EG1677'OF CENTER OF TRACK
 EG1677'ROAD, 27 FEET WEST OF 12 INCH OAK TREE, 3 FEET
 EG1677'LOWER IN ELEVATION THAN STATION MARK
 EG1677'AND 1.8 FEET NORTH OF METAL
 EG1677'WITNESS POST.
 EG1677'
 EG1677'RM 2, STAMPED BEARD NO 2 1967, PROJECTS 6 INCHES.  IT IS 57.6 FEET
 EG1677'NORTHWEST OF
 EG1677'TRIANGLE BLAZED OAK TREE, 11 FEET NORTH OF CENTER OF DIM
 EG1677'TRACK ROAD, 15 FEET SOUTH OF
 EG1677'SOUTH EDGE OF SMALL GULLY, 3 FEET LOWER
 EG1677'IN ELEVATION THAN THE STATION AND 2 FEET
 EG1677'NORTHEAST OF METAL WITNESS POST.
 EG1677'
 EG1677'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1696 ***********************************************************************
 EG1696  DESIGNATION -  BEASLEY
 EG1696  PID         -  EG1696
 EG1696  STATE/COUNTY-  MS/BENTON
 EG1696  USGS QUAD   -  LAMAR (1965)
 EG1696
 EG1696                         *CURRENT SURVEY CONTROL
 EG1696  ___________________________________________________________________
 EG1696* NAD 83(1993)-  34 59 38.07430(N)    089 18 24.58619(W)     ADJUSTED  
 EG1696* NAVD 88     -       147.0    (meters)     482.     (feet)  VERTCON   
 EG1696  ___________________________________________________________________
 EG1696  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EG1696  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG1696  HORZ ORDER  -  FIRST
 EG1696
 EG1696.The horizontal coordinates were established by classical geodetic methods
 EG1696.and adjusted by the National Geodetic Survey in May 1994.
 EG1696
 EG1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1696
 EG1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1696
 EG1696.The geoid height was determined by GEOID03.
 EG1696
 EG1696;                    North         East     Units Scale Factor Converg.
 EG1696;SPC MS E     -   609,299.917   256,774.191   MT  0.99997302   -0 16 17.6
 EG1696;SPC MS E     - 1,999,011.48    842,433.32   sFT  0.99997302   -0 16 17.6
 EG1696;SPC TN       -    78,392.556   298,144.045   MT  1.00005506   -1 56 09.4
 EG1696;SPC TN       -   257,192.91    978,160.92   sFT  1.00005506   -1 56 09.4
 EG1696;UTM  16      - 3,874,799.051   289,462.767   MT  1.00014633   -1 19 24.3
 EG1696
 EG1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1696!SPC MS E     -   0.99998127  x   0.99997302  =   0.99995429
 EG1696!SPC TN       -   0.99998127  x   1.00005506  =   1.00003632
 EG1696!UTM  16      -   0.99998127  x   1.00014633  =   1.00012759
 EG1696
 EG1696:                Primary Azimuth Mark                     Grid Az
 EG1696:SPC MS E     -  GRAND JCT MUNICIPAL TANK                 060 48 00.9
 EG1696:SPC TN       -  GRAND JCT MUNICIPAL TANK                 062 27 52.7
 EG1696:UTM  16      -  GRAND JCT MUNICIPAL TANK                 061 51 07.6
 EG1696
 EG1696|---------------------------------------------------------------------|
 EG1696| PID    Reference Object                     Distance      Geod. Az  |
 EG1696|                                                           dddmmss.s |
 EG1696| FE2484 GRAND JCT MUNICIPAL TANK            APPROX.12.7 KM 0603143.3 |
 EG1696| CG3196 BEASLEY RM 1                         62.074 METERS 10803     |
 EG1696| CG3195 BEASLEY AZ MK                                      1364820.8 |
 EG1696| CG3197 BEASLEY RM 2                         67.561 METERS 19519     |
 EG1696| FE0978 JACKSON                             APPROX. 6.4 KM 3434746.2 |
 EG1696|---------------------------------------------------------------------|
 EG1696
 EG1696                          SUPERSEDED SURVEY CONTROL
 EG1696
 EG1696  NAD 83(1993)-  34 59 38.08361(N)    089 18 24.58683(W) AD(       ) 1
 EG1696  NAD 83(1986)-  34 59 38.08560(N)    089 18 24.58587(W) AD(       ) 1
 EG1696  NAD 27      -  34 59 37.76245(N)    089 18 24.33030(W) AD(       ) 1
 EG1696  NGVD 29 (07/19/86)  147.0    (m)          482.     (f) VERT ANG    3  
 EG1696
 EG1696.Superseded values are not recommended for survey control.
 EG1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1696.See file dsdata.txt to determine how the superseded data were derived.
 EG1696
 EG1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8946374799(NAD 83)
 EG1696_MARKER: DS = TRIANGULATION STATION DISK
 EG1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1696
 EG1696  HISTORY     - Date     Condition        Report By
 EG1696  HISTORY     - 1934     MONUMENTED       CGS
 EG1696  HISTORY     - 1966     GOOD             MSHD
 EG1696  HISTORY     - 1966     GOOD             CGS
 EG1696
 EG1696                          STATION DESCRIPTION
 EG1696
 EG1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1696'ABOUT 18.5 MILES NORTH-NORTHEAST OF HOLLY SPRINGS, 11.75 MILES
 EG1696'NORTH-NORTHWEST OF
 EG1696'ASHLAND, 2 MILES WEST OF MICHIGAN CITY, ON SMALL
 EG1696'HILL IN SEC 15, T 1 S, R 1W, ABOUT
 EG1696'0.25 MILE A LITTLE WEST OF NORTH
 EG1696'OF BERRYS CHAPEL, AND ON PROPERTY OF P R BEASLEY OF
 EG1696'LA GRANGE, TENN.
 EG1696'TO REACH FROM HOLLY SPRINGS, FOLLOW STATE ROUTE 4 EAST ABOUT 16.5
 EG1696'MILES TO
 EG1696'INTERSECTION WITH STATE ROUTE 5, TURN LEFT (NORTH) ONTO
 EG1696'ROUTE 5 AND GO ABOUT 10
 EG1696'MILES TO INTERSECTION WITH ROUTE 2 ON LEFT
 EG1696'(WEST), CONTINUE ON ROUTE 5 (RIGHT) 4.0
 EG1696'MILES TO
 EG1696'TENNESSEE-MISSISSIPPI STATE LINE, CONTINUE ON ROUTE 5
 EG1696'NORTH 0.1 MILE,
 EG1696'TURN LEFT (WEST) ONTO DIRT ROAD AND GO 1.5 MILES TO T-ROAD, TURN LEFT
 EG1696'(SOUTH) AND GO 0.45
 EG1696'MILE TO CHURCH ON RIGHT, TURN RIGHT AROUND CHURCH
 EG1696'AND GO 0.15 MILE, TURN RIGHT ONTO
 EG1696'FARM T-ROAD AND GO 0.1 MILE TO TWO
 EG1696'HOUSES, PASS BETWEEN HOUSES AND GO 0.2 MILE ALONG
 EG1696'PASTURE ROAD TO TOP
 EG1696'OF SMALL HILL AND STATION SITE IN CULTIVATED FIELD, 185 FEET
 EG1696'WEST-NORTHWEST OF
 EG1696'FENCE CORNER, AND ABOUT 285 FEET SOUTHEAST OF
 EG1696'16-INCH OAK TREE.  SURFACE AND
 EG1696'UNDERGROUND MARKS ARE STANDARD STATION
 EG1696'DISKS IN CONCRETE.  REFERENCE
 EG1696'AND AZIMUTH MARKS ARE
 EG1696'STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS ALONG
 EG1696'FENCE LINE, 18
 EG1696'FEET EAST OF FENCE CORNER AND 203.67 FEET FROM STATION.
 EG1696'NO 2 IS ABOUT 16 FEET SOUTHWEST OF 6-INCH
 EG1696'TREE, 12 FEET SOUTH OF 12-FOOT GULLY, AND
 EG1696'221.70 FEET FROM STATION.
 EG1696'AZIMUTH MARK IS AT CORNER OF PICKET
 EG1696'FENCE, 55 FEET
 EG1696'NORTHEAST OF TENANTED HOUSE, 18 FEET WEST-NORTHWEST OF SMALL
 EG1696'OUTBUILDING, AND 300
 EG1696'YARDS FROM STATION.
 EG1696
 EG1696                          STATION RECOVERY (1966)
 EG1696
 EG1696'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1696'THE STATION WAS VISITED 4-20-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1696'CONDITION.
 EG1696'
 EG1696'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1696'NORTH ON HIGHWAY 7
 EG1696'FOR 16.15 MILES TO THE INTERSECTION OF HIGHWAY 72,
 EG1696'CONTINUE FOR 2.55 MILES TO A
 EG1696'CROSSROADS, TURN LEFT AND GO 1.05 MILES
 EG1696'TO A FORK, TAKE THE RIGHT FORK AND GO 1.1 MILES
 EG1696'TO A T INTERSECTION,
 EG1696'TURN LEFT AND GO 1.45 MILE TO ANOTHER T INTERSECTION, TURN LEFT
 EG1696'AND GO 0.5 MILE
 EG1696'TO A SIDE ROAD RIGHT IMMEDIATELY BEYOND A CHURCH ON THE
 EG1696'RIGHT, TURN RIGHT AND GO 0.25
 EG1696'MILE TO A WOODEN GATE ON THE RIGHT,
 EG1696'TURN RIGHT THROUGH THE GATE AND GO BETWEEN THE
 EG1696'HOUSES FOR 0.15 MILE
 EG1696'TO THE AZIMUTH ON THE LEFT.  TO REACH THE STATION CONTINUE ON
 EG1696'THROUGH A GAP AND FOLLOW A COW PATH FOR 0.25 MILES TO THE
 EG1696'STATION JUST EAST OF A
 EG1696'PINE TREE LINE.  THE STATION DISK IS STAMPED BEASLEY 1934.
 EG1696'
 EG1696'IT IS 68 FEET EAST OF THE SECOND TERRACE EAST OF A TREE LINE AND 1.7
 EG1696'FEET NORTHWEST OF
 EG1696'A METAL WITNESS POST.
 EG1696'
 EG1696'R M 1 IS 203.67 FEET SOUTHEAST OF THE STATION, 10 FEET EAST OF A
 EG1696'TERRACE, AND
 EG1696'STAMPED BEASLEY NO 1 (1934).
 EG1696'
 EG1696'R M 2 IS 221.70 FEET SOUTH OF THE STATION, 16.2 FEET WEST OF A 12
 EG1696'INCH PINE, 4 FEET
 EG1696'SOUTHEAST OF A GULLY, AND STAMPED BEASLEY NO 2
 EG1696'THE AZIMUTH MARK IS 55.5 FEET
 EG1696'NORTHWEST OF A POWER POLE, 30 FEET
 EG1696'SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 1.7
 EG1696'FEET EAST OF A METAL
 EG1696'WITNESS POST, AND STAMPED BEASLEY AZI (1934).
 EG1696
 EG1696                          STATION RECOVERY (1966)
 EG1696
 EG1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1696'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 EG1696'RECOVERED AND
 EG1696'FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND THE
 EG1696'DIRECTIONS TO THE REFERENCE
 EG1696'MARKS CHECKED.  THE DIRECTION TO THE
 EG1696'AZIMUTH MARK CHECKED.
 EG1696'
 EG1696'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 EG1696'
 EG1696'STATION IS ABOUT 18 MILES NORTHEAST OF HOLLY SPRINGS, 13 MILES
 EG1696'NORTHWEST OF
 EG1696'ASHLAND, 7.5 MILES SOUTHWEST OF GRAND JUNCTION, 7 MILES
 EG1696'SOUTHEAST OF MOSCOW, AT THE
 EG1696'WEST EDGE OF A CULTIVATED FIELD AND ON
 EG1696'PROPERTY OWNED BY MR B C YAGER.
 EG1696'
 EG1696'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 72 AND STATE
 EG1696'HIGHWAY 7 ABOUT 15
 EG1696'MILES NORTHEAST OF HOLLY SPRINGS, GO NORTHEAST ON
 EG1696'STATE HIGHWAY 7 FOR 2.5 MILES TO A
 EG1696'CROSSROAD.  TURN LEFT AND GO
 EG1696'NORTHWEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 EG1696'Y-FORK.  TAKE THE LEFT
 EG1696'FORK AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A Y-FORK.
 EG1696'TAKE THE RIGHT
 EG1696'FORK AND GO WESTERLY ON A DIRT ROAD FOR 1.05 MILE TO A
 EG1696'T-ROAD.  TURN RIGHT AND GO
 EG1696'NORTHERLY ON A DIRT ROAD FOR 0.4 MILE TO A
 EG1696'SIDE ROAD LEFT JUST SOUTH OF A CHURCH.  TURN
 EG1696'LEFT AN GO WEST ON A
 EG1696'DIRT ROAD FOR 0.2 MILE TO A GATE ON THE RIGHT.  TURN RIGHT,
 EG1696'PASS THROUGH
 EG1696'THE GATE AND GO NORTH ON A TRACK ROAD FOR 0.15 MILE TO A WIRE
 EG1696'GATE ON THE LEFT JUST
 EG1696'BEFORE REACHING A SMALL BLOCK BUILDING.  TURN
 EG1696'LEFT, PASS THROUGH THE GATE AND GO
 EG1696'WESTERLY ON A DIM TRACK ROAD FOR
 EG1696'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT JUST
 EG1696'NORTHEAST OF A SMALL
 EG1696'RED FARM BUILDING.  BEAR RIGHT AND GO NORTHERLY ON A TRACK ROAD
 EG1696'FOR 0.05 MILE TO
 EG1696'A WIRE GATE AT THE NORTHWEST EDGE OF A SMALL POND.  PASS
 EG1696'THROUGH THE GATE, TURN SHARP
 EG1696'LEFT AND FOLLOW THE FENCE LINE NORTHWEST
 EG1696'FOR 0.1 MILE TO THE EDGE OF THE WOODS.  BEAR
 EG1696'RIGHT AND GO NORTHERLY
 EG1696'ALONG THE EAST EDGE OF THE WOODS FOR 0.05 MILE TO THE TOP OF A
 EG1696'SMALL HILL AND
 EG1696'STATION.
 EG1696'
 EG1696'STATION MARK, A STANDARD DISK STAMPED BEASLEY 1934, IS SET IN THE TOP
 EG1696'OF A 12 INCH
 EG1696'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.
 EG1696'IT IS 395 FEET NORTH OF A
 EG1696'FENCE, 123 FEET NORTH-NORTHEAST OF A 12
 EG1696'INCH PINE TREE WITH A TRIANGULAR BLAZE AND
 EG1696'1.8 FEET NORTHWEST OF A
 EG1696'METAL WITNESS POST.
 EG1696'
 EG1696'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BEASLEY NO 1 1934, IS
 EG1696'SET IN THE TOP OF
 EG1696'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EG1696'PROJECTS 12 INCHES.  IT IS 341 FEET
 EG1696'NORTH OF THE FENCE, 215 FEET EAST
 EG1696'OF THE PINE TREE AND 201 FEET SOUTHEAST OF THE METAL
 EG1696'WITNESS POST.
 EG1696'
 EG1696'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BEASLEY NO 2 1934, IS
 EG1696'SET IN THE TOP OF
 EG1696'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EG1696'PROJECTS 15 INCHES.  IT IS 218 FEET
 EG1696'SOUTHWEST OF THE METAL WITNESS
 EG1696'POST, 182 FEET NORTH OF THE FENCE, 17 FEET NORTHWEST
 EG1696'OF A 15 INCH
 EG1696'PINE TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND 16 FEET
 EG1696'SOUTHEAST OF A 12
 EG1696'INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST
 EG1696'SIDE.
 EG1696'
 EG1696'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BEASLEY AZI
 EG1696'1934, IS SET IN
 EG1696'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 EG1696'WHICH PROJECTS 12 INCHES.  IT IS
 EG1696'56 FEET NORTHWEST OF A POWER POLE,
 EG1696'48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EG1696'SMALL FARM BUILDING,
 EG1696'29 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.7 FEET SOUTHEAST
 EG1696'OF A METAL
 EG1696'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1628 ***********************************************************************
 BV1628  DESIGNATION -  BEATRICE
 BV1628  PID         -  BV1628
 BV1628  STATE/COUNTY-  MS/JONES
 BV1628  USGS QUAD   -  OVETT (1985)
 BV1628
 BV1628                         *CURRENT SURVEY CONTROL
 BV1628  ___________________________________________________________________
 BV1628* NAD 83(1993)-  31 28 05.35828(N)    089 00 56.71896(W)     ADJUSTED  
 BV1628* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 BV1628  ___________________________________________________________________
 BV1628  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BV1628  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BV1628  HORZ ORDER  -  SECOND
 BV1628
 BV1628.The horizontal coordinates were established by classical geodetic methods
 BV1628.and adjusted by the National Geodetic Survey in May 1994.
 BV1628
 BV1628.The orthometric height was scaled from a topographic map.
 BV1628
 BV1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1628
 BV1628.The geoid height was determined by GEOID03.
 BV1628
 BV1628;                    North         East     Units Scale Factor Converg.
 BV1628;SPC MS E     -   218,194.536   282,664.475   MT  0.99995371   -0 05 42.8
 BV1628;SPC MS E     -   715,859.91    927,375.03   sFT  0.99995371   -0 05 42.8
 BV1628;UTM  16      - 3,483,246.195   308,492.208   MT  1.00005237   -1 03 09.3
 BV1628
 BV1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1628!SPC MS E     -   0.99999491  x   0.99995371  =   0.99994862
 BV1628!UTM  16      -   0.99999491  x   1.00005237  =   1.00004728
 BV1628
 BV1628|---------------------------------------------------------------------|
 BV1628| PID    Reference Object                     Distance      Geod. Az  |
 BV1628|                                                           dddmmss.s |
 BV1628| CF9401 BEATRICE RM 2                        22.670 METERS 03822     |
 BV1628| BV1629 KATIE                               APPROX. 1.5 KM 1155041.3 |
 BV1628| CF9400 BEATRICE RM 1                        14.270 METERS 29643     |
 BV1628|---------------------------------------------------------------------|
 BV1628
 BV1628                          SUPERSEDED SURVEY CONTROL
 BV1628
 BV1628  NAD 83(1986)-  31 28 05.37182(N)    089 00 56.71739(W) AD(       ) 2
 BV1628  NAD 27      -  31 28 04.75600(N)    089 00 56.50900(W) AD(       ) 2
 BV1628
 BV1628.Superseded values are not recommended for survey control.
 BV1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1628.See file dsdata.txt to determine how the superseded data were derived.
 BV1628
 BV1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV0849283246(NAD 83)
 BV1628_MARKER: DS = TRIANGULATION STATION DISK
 BV1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1628+STABILITY: SURFACE MOTION
 BV1628
 BV1628  HISTORY     - Date     Condition        Report By
 BV1628  HISTORY     - 1921     MONUMENTED       CGS
 BV1628  HISTORY     - 1926     GOOD             CGS
 BV1628  HISTORY     - 1964     POOR             MSHD
 BV1628
 BV1628                          STATION DESCRIPTION
 BV1628
 BV1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1628'STATION IS 1-1/2 MILES N OF DEPOT AT BLODGETT ON W (LEFT) SIDE OF
 BV1628'TRACK, ON APEX OF FIRST SHARP RISE BETWEEN FIRST AND SECOND CURVE
 BV1628'N OF BLODGETT, 125 METERS S OF W RAILROAD CROSSING, 2.5 METERS E
 BV1628'OF RAILROAD FENCE LINE, 12.325 METERS (40.44 FEET) W OF W AND
 BV1628'NEAREST RAIL.
 BV1628'
 BV1628'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1628'SET IN CONCRETE.
 BV1628'
 BV1628'REFERENCE MARK NO.1 ON SAME E SIDE OF TRACK, 2.5 METERS E OF W
 BV1628'RAILROAD FENCE LINE.
 BV1628'
 BV1628'REFERENCE MARK NO.2 ON OPPOSITE E SIDE OF TRACK.
 BV1628
 BV1628                          STATION RECOVERY (1926)
 BV1628
 BV1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JSB)
 BV1628'STATION RECOVERED AS DESCRIBED.
 BV1628
 BV1628                          STATION RECOVERY (1964)
 BV1628
 BV1628'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1628'THE STATION WAS VISITED 8-12-64 AND THE STATION R.M. 1, R.M. 2 WERE
 BV1628'FOUND IN POOR CONDITION. THE AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2512 ***********************************************************************
 BH2512  DESIGNATION -  BEATRICE
 BH2512  PID         -  BH2512
 BH2512  STATE/COUNTY-  MS/STONE
 BH2512  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH2512
 BH2512                         *CURRENT SURVEY CONTROL
 BH2512  ___________________________________________________________________
 BH2512* NAD 83(1993)-  30 45 13.96904(N)    088 57 37.89514(W)     ADJUSTED  
 BH2512* NAVD 88     -        53.49   (+/-2cm)     175.5    (feet)  VERTCON   
 BH2512  ___________________________________________________________________
 BH2512  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BH2512  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH2512  HORZ ORDER  -  SECOND
 BH2512  VERT ORDER  -  THIRD ? (See Below)
 BH2512
 BH2512.The horizontal coordinates were established by classical geodetic methods
 BH2512.and adjusted by the National Geodetic Survey in May 1994.
 BH2512
 BH2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2512.The vertical order pertains to the NGVD 29 superseded value.
 BH2512
 BH2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2512
 BH2512.The geoid height was determined by GEOID03.
 BH2512
 BH2512;                    North         East     Units Scale Factor Converg.
 BH2512;SPC MS E     -   138,998.369   287,822.035   MT  0.99995183   -0 03 54.1
 BH2512;SPC MS E     -   456,030.48    944,296.13   sFT  0.99995183   -0 03 54.1
 BH2512;UTM  16      - 3,403,968.377   312,339.693   MT  1.00003444   -1 00 10.1
 BH2512
 BH2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2512!SPC MS E     -   0.99999610  x   0.99995183  =   0.99994793
 BH2512!UTM  16      -   0.99999610  x   1.00003444  =   1.00003054
 BH2512
 BH2512|---------------------------------------------------------------------|
 BH2512| PID    Reference Object                     Distance      Geod. Az  |
 BH2512|                                                           dddmmss.s |
 BH2512| DD8352 BEATRICE RM 1                        29.666 METERS 07414     |
 BH2512| BH2502 UNIVERSITY                          APPROX. 5.2 KM 1163019.5 |
 BH2512| DD8353 BEATRICE RM 2                        32.952 METERS 16220     |
 BH2512|---------------------------------------------------------------------|
 BH2512
 BH2512                          SUPERSEDED SURVEY CONTROL
 BH2512
 BH2512  NAD 83(1993)-  30 45 13.98641(N)    088 57 37.89182(W) AD(       ) 2
 BH2512  NAD 83(1986)-  30 45 13.98777(N)    088 57 37.89165(W) AD(       ) 2
 BH2512  NAD 27      -  30 45 13.29400(N)    088 57 37.73600(W) AD(       ) 2
 BH2512  NGVD 29 (07/19/86)   53.49   (m)          175.5    (f) LEVELING    3  
 BH2512
 BH2512.Superseded values are not recommended for survey control.
 BH2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2512.See file dsdata.txt to determine how the superseded data were derived.
 BH2512
 BH2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1234003968(NAD 83)
 BH2512_MARKER: DS = TRIANGULATION STATION DISK
 BH2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2512
 BH2512  HISTORY     - Date     Condition        Report By
 BH2512  HISTORY     - 1943     MONUMENTED       CGS
 BH2512  HISTORY     - 1958     GOOD             CGS
 BH2512  HISTORY     - 1971     GOOD             MSHD
 BH2512
 BH2512                          STATION DESCRIPTION
 BH2512
 BH2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2512'STATION IS LOCATED ABOUT 1 MILE S OF THE RED RIVER AND 1/2 MILE W OF
 BH2512'SANDY CREEK, ON LAND OWNED BY A.H. BOND.  IT IS 40.8 FEET SE OF
 BH2512'THE YARD FENCE, 46.8 FEET S OF A WIRE FENCE, AND 78 FEET N OF THE
 BH2512'CENTER LINE OF A DIRT ROAD.  THE DISK IS STAMPED BEATRICE 1943.
 BH2512'
 BH2512'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BH2512'CONCRETE.
 BH2512'
 BH2512'REFERENCE MARK NO. 1 IS 97.33 FEET NE OF THE STATION, 21 FEET NW OF A
 BH2512'WIRE FENCE, AND 60 FEET N OF A GATE.  THE DISK IS STAMPED BEATRICE
 BH2512'NO. 1 1943.
 BH2512'
 BH2512'REFERENCE MARK NO. 2 IS 108.11 FEET SE OF THE STATION AND 22 FEET SW
 BH2512'OF THE CENTER LINE OF THE ROAD.  THE DISK IS STAMPED BEATRICE
 BH2512'NO. 2 1943.
 BH2512'
 BH2512'UNIVERSITY FIRE TOWER WAS USED AS THE AZIMUTH FOR THIS STATION.
 BH2512'
 BH2512'TO REACH FROM WIGGINS, MISS. POST OFFICE, GO SE ON ROUTE 26 FOR 9.2
 BH2512'MILES TO FORK, CONTINUE ON ROUTE 26 FOR 3.4 MILES TO A DIRT T-ROAD
 BH2512'RIGHT JUST BEYOND AN UNPAINTED FARMHOUSE, PROCEED ON DIRT ROAD 5
 BH2512'MILES TO T-JUNCTION, TURN RIGHT AND GO 0.25 MILE TO STATION ON
 BH2512'RIGHT.
 BH2512'
 BH2512'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 BH2512
 BH2512                          STATION RECOVERY (1958)
 BH2512
 BH2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2512'THE STATION WAS VISITED 11-11-58 AND THE STATION AND REFERENCE MARKS
 BH2512'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE UNIVERSITY FIRE
 BH2512'TOWER WHICH WAS USED AS THE AZIMUTH MARK FOR THE STATION IS NOT
 BH2512'VISIBLE FROM THE STATION DUE TO THE DENSE GROWTH OF TREES.
 BH2512'A NEW DESCRIPTION TO REACH THE STATION IS
 BH2512'WRITTEN SINCE THE OLD ROADS HAVE BEEN ABANDONDED.  A NEW DESCRIPTION
 BH2512'FOLLOWS-
 BH2512'
 BH2512'THE STATION IS LOCATED 10.5 MILES EAST-SOUTHEAST OF PERKINSTON, 1.5
 BH2512'MILE SOUTH OF RED CREEK, AND 3/4 MILE WEST OF SANDY WATER BRANCH, ON
 BH2512'PROPERTY OWNED BY MR. D.D. LINTHISON, WHO LIVES AT THE STATION SITE.
 BH2512'IT IS 78 FEET NORTH OF THE CENTER OF A DIRT ROAD, 65.5 FEET EAST OF
 BH2512'THE EAST WALL OF THE HOUSE, 63.5 FEET NORTHWEST OF A POWER POLE WITH
 BH2512'WIRES LEADING TO THE HOUSE, 21.5 FEET NORTH-NORTHWEST OF A 6-INCH
 BH2512'SYCAMORE TREE, 1.5 FEET NORTH OF A GARDEN FENCE AND 1.5 FEET EAST OF
 BH2512'THE NORTH END OF A GATE.  IT IS A STANDARD DISK, STAMPED BEATRICE
 BH2512'1943, PROJECTING 6 INCHES.
 BH2512'
 BH2512'REFERENCE MARK NO. 1 IS 97.33 FEET NORTHEAST OF THE STAION, 114 FEET
 BH2512'NORTH OF THE CENTER OF THE ROAD, 10 FEET NORTHWEST OF THE CENTER OF
 BH2512'A TRACK ROAD LEADING NORTHEAST, 12 FEET SOUTH OF AN 18-INCH WATER OAK
 BH2512'TREE, 21 FEET WEST OF A FENCE CORNER, 97 FEET NORTHEAST OF A
 BH2512'POWER POLE, AND 41 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A GARDEN
 BH2512'FENCE.  IT IS A STANDARD DISK, STAMPED BEATRICE NO 1 1943,
 BH2512'PROJECTING 6 INCHES.
 BH2512'
 BH2512'REFERENCE MARK NO. 2 IS 108.11 FEET SOUTHEAST OF THE STATION, 22 FEET
 BH2512'SOUTH OF THE CENTER OF THE DIRT ROAD, 16 FEET EAST OF A FENCE CORNER,
 BH2512'51 FEET SOUTH OF A POWER POLE, AND 50 FEET NORTH OF A FORKED 30-INCH
 BH2512'WATER OAK TREE.  IT IS A STANDARD DISK, STAMPED BEATRICE NO 2
 BH2512'1943, PROJECTING 6 INCHES.
 BH2512'
 BH2512'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2512'STATE HIGHWAY 26 AT THE OVERPASS AT THE SOUTH EDGE OF WIGGINS, GO
 BH2512'EAST ON STATE HIGHWAY 26 FOR 8.25 MILES TO THE JUNCTION WITH STATE
 BH2512'HIGHWAY 57, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 57 FOR 5.95
 BH2512'MILES TO THE CROSSROADS AT RAMSEY SPRINGS, TURN RIGHT AND CONTINUE
 BH2512'SOUTH ON STATE HIGHWAY 57 FOR 4.2 MILES TO THE UNIVERSITY FIRE
 BH2512'TOWER ON THE LEFT, CONTINUE SOUTH FOR 0.3 MILE TO A FORK, TAKE RIGHT
 BH2512'FORK AND GO WEST FOR 1.45 MILE TO THE SECOND SIDE ROAD RIGHT, TURN
 BH2512'RIGHT AND GO NORTH FOR 2.15 MILE TO A T INTERSECTION, TURN LEFT AND
 BH2512'GO WEST FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 BH2512
 BH2512                          STATION RECOVERY (1971)
 BH2512
 BH2512'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2512'STATION WAS VISITED 10-21-71 AND THE STATION MARK, REFERENCE MARK, NO
 BH2512'1, NO 2, WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BH2512'FOLLOWS.
 BH2512'
 BH2512'THE STATION IS LOCATED 12.8 MILES SOUTHEAST OF WIGGINS, 10.8 MILES
 BH2512'SOUTHEAST OF PERKINSTON IN THE SOUTHEAST 1/4 OF SECTION 26,
 BH2512'T3S, R10W AND ON THE PROPERTY OF MR. D.D. LINTHISON WHO LIVES AT THE
 BH2512'STATION SITE.  IT IS 80 FEET NORTH OF THE CENTER OF A GRAVELED
 BH2512'ROAD, 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EAST WING OF A
 BH2512'FRAME HOUSE, 19 FEET EAST OF THE EAST WALL OF A PUMP HOUSE, 78 FEET
 BH2512'NORTHWEST OF THE SOUTHEAST CORNER OF A YARD FENCE, 63 FEET NORTHWEST
 BH2512'OF A POWER SERVICE POLE, 67 FEET NORTH OF A TELEPHONE POLE, 21
 BH2512'FEET NORTHWEST OF A 12 INCH SYCAMORE, 69 FEET SOUTHWEST OF A T FENCE
 BH2512'CORNER AND 3.5 FEET EAST OF AN 8 INCH REDBUD.
 BH2512'
 BH2512'IT IS A TRIANGULATION DISK, STAMPED BEATRICE 1943 PROJECTING 4
 BH2512'INCHES.
 BH2512'
 BH2512'REFERENCE MARK NO 1 IS 97.33 FEET NORTHEAST OF THE STATION.  IT IS
 BH2512'111 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 107 FEET
 BH2512'NORTHEAST OF THE SOUTHEAST CORNER OF A YARD FENCE, 61 FEET SOUTHEAST
 BH2512'OF A T FENCE CORNER, 31 FEET WEST OF A 12 INCH OAK AND 1 FOOT WEST
 BH2512'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BH2512'BEATRICE NO 1 1943, PROJECTING 6 INCHES.
 BH2512'
 BH2512'REFERENCE MARK NO 2 IS 108.11 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2512'21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 9 FEET WEST OF A
 BH2512'FENCE CORNER, 37 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 BH2512'YARD FENCE, 48.5 FEET SOUTHEAST OF A TELEPHONE POLE, 48 FEET
 BH2512'NORTH-NORTHEAST OF A 36 INCH OAK, 37.5 FEET NORTHEAST OF A 24 INCH
 BH2512'OAK, 22 FEET NORTH OF A 7 INCH PINE AND 1 FOOT SOUTHWEST OF A
 BH2512'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BEATRICE NO
 BH2512'2 1943 PROJECTING 6 INCHES.
 BH2512'
 BH2512'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 143.04 FEET.
 BH2512'
 BH2512'TO REACH THE STATION FROM THE OVERPASS AT PERKINSTON GO SOUTH ON U.S.
 BH2512'HIGHWAY 49 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 BH2512'SOUTHEAST ON A BLACK TOP ROAD FOR 2.8 MILES TO ANOTHER CROSSROAD.
 BH2512'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 1.5 MILES TO A
 BH2512'FORK.  TAKE THE RIGHT FORK AND GO EAST ON A BLACK TOP ROAD FOR 8.3
 BH2512'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED
 BH2512'ROAD FOR 2.2 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 BH2512'GRAVELED ROAD FOR 0.25 MILES TO THE END OF THE ROAD AND A FRAME
 BH2512'HOUSE AND THE STATION IS ON THE RIGHT.
 BH2512'
 BH2512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10.8 MILES
 BH2512'SOUTHEAST OF PERKINSTON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0126 ***********************************************************************
 BW0126  DESIGNATION -  BEAU
 BW0126  PID         -  BW0126
 BW0126  STATE/COUNTY-  MS/COPIAH
 BW0126  USGS QUAD   -  WESSON (1972)
 BW0126
 BW0126                         *CURRENT SURVEY CONTROL
 BW0126  ___________________________________________________________________
 BW0126* NAD 83(1993)-  31 44 25.73237(N)    090 23 52.02773(W)     ADJUSTED  
 BW0126* NAVD 88     -       139.057  (meters)     456.22   (feet)  ADJUSTED  
 BW0126  ___________________________________________________________________
 BW0126  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BW0126  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0126  DYNAMIC HT  -         138.890 (meters)     455.67  (feet)  COMP
 BW0126  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BW0126
 BW0126  HORZ ORDER  -  FIRST
 BW0126  VERT ORDER  -  FIRST     CLASS I
 BW0126
 BW0126.The horizontal coordinates were established by classical geodetic methods
 BW0126.and adjusted by the National Geodetic Survey in May 1994.
 BW0126
 BW0126.The orthometric height was determined by differential leveling
 BW0126.and adjusted in June 1991.
 BW0126
 BW0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0126
 BW0126.The geoid height was determined by GEOID03.
 BW0126
 BW0126.The dynamic height is computed by dividing the NAVD 88
 BW0126.geopotential number by the normal gravity value computed on the
 BW0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0126.degrees latitude (g = 980.6199 gals.).
 BW0126
 BW0126.The modeled gravity was interpolated from observed gravity values.
 BW0126
 BW0126;                    North         East     Units Scale Factor Converg.
 BW0126;SPC MS W     -   248,375.924   693,892.927   MT  0.99995046   -0 02 02.1
 BW0126;SPC MS W     -   814,880.01  2,276,547.04   sFT  0.99995046   -0 02 02.1
 BW0126;UTM  15      - 3,514,616.866   746,520.986   MT  1.00034959   +1 22 10.7
 BW0126
 BW0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0126!SPC MS W     -   0.99998225  x   0.99995046  =   0.99993271
 BW0126!UTM  15      -   0.99998225  x   1.00034959  =   1.00033183
 BW0126
 BW0126|---------------------------------------------------------------------|
 BW0126| PID    Reference Object                     Distance      Geod. Az  |
 BW0126|                                                           dddmmss.s |
 BW0126| BW0128 BEAU RM 1                            36.426 METERS 10006     |
 BW0126| CY3381 BEAU AZ MK                                         1624712.7 |
 BW0126| BW2210 WESSON PRESBYTERIAN CH SPIRE        APPROX. 4.6 KM 1792143.8 |
 BW0126| BW2212 WESSON WATER TANK                   APPROX. 4.5 KM 1794209.0 |
 BW0126| BW0127 BEAU RM 2                            28.470 METERS 32325     |
 BW0126|---------------------------------------------------------------------|
 BW0126
 BW0126                          SUPERSEDED SURVEY CONTROL
 BW0126
 BW0126  NAD 83(1986)-  31 44 25.74794(N)    090 23 52.02406(W) AD(       ) 1
 BW0126  NAD 27      -  31 44 25.15500(N)    090 23 51.69100(W) AD(       ) 1
 BW0126  NGVD 29 (??/??/??)  139.055  (m)          456.22   (f) ADJUSTED    1 1
 BW0126
 BW0126.Superseded values are not recommended for survey control.
 BW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0126.See file dsdata.txt to determine how the superseded data were derived.
 BW0126
 BW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4652114617(NAD 83)
 BW0126_MARKER: DS = TRIANGULATION STATION DISK
 BW0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0126_SP_SET: CONCRETE POST
 BW0126_STAMPING: BEAU 1946
 BW0126_MARK LOGO: CGS   
 BW0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0126+STABILITY: SURFACE MOTION
 BW0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0126+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0126
 BW0126  HISTORY     - Date     Condition        Report By
 BW0126  HISTORY     - 1946     MONUMENTED       CGS
 BW0126  HISTORY     - 1955     GOOD             CGS
 BW0126  HISTORY     - 1965     GOOD             CGS
 BW0126  HISTORY     - 1966     GOOD             MSHD
 BW0126  HISTORY     - 1967     GOOD             USE
 BW0126  HISTORY     - 1969     GOOD             MSSU
 BW0126  HISTORY     - 1969     GOOD             CGS
 BW0126  HISTORY     - 1969     GOOD             NGS
 BW0126  HISTORY     - 19920622 GOOD             NGS
 BW0126
 BW0126                          STATION DESCRIPTION
 BW0126
 BW0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW0126'THIS STATION IS APPROXIMATELY 3-1/4 MILES N OF WESSON, 8 MILES
 BW0126'S OF HAZELHURST, ALONG U.S. HIGHWAY 51, AT A CROSSROAD, IN
 BW0126'THE NE QUARTER OF SEC. 21, T. 9 N., R. 8 E., ON THE HIGHWAY
 BW0126'RIGHT-OF-WAY, 70 FEET WSW OF THE INTERSECTION OF HIGHWAY 51 AND
 BW0126'A GRAVEL CROSSROAD, 5 FEET E OF A STANDARD REFERENCE POST,
 BW0126'AND 52 FEET N OF A CONCRETE RIGHT-OF-WAY MARKER.
 BW0126'
 BW0126'STATION MARK IS A BRONZE STATION DISK, STAMPED BEAU 1946,
 BW0126'AND SET IN CONCRETE.  UNDERGROUND MARK IS A BRONZE STATION
 BW0126'DISK SET IN CONCRETE.  SURFACE MARK PROJECTS 2 INCHES.
 BW0126'
 BW0126'REFERENCE MARK 1 IS 119.51 FEET (36.426 METERS) E OF THE
 BW0126'STATION, 55 FEET E OF THE APPROXIMATE CENTER LINE OF U.S.
 BW0126'HIGHWAY 51, AND 4 FEET E OF A CONCRETE RIGHT-OF-WAY MARKER.
 BW0126'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BEAU
 BW0126'NO 1 1946, AND PROJECTS 6 INCHES.
 BW0126'
 BW0126'REFERENCE MARK 2 IS 93.40 FEET (28.470 METERS) NNW OF THE
 BW0126'STATION, 80 FEET W OF THE APPROXIMATE CENTER LINE OF U.S.
 BW0126'HIGHWAY 51, 20 FEET N OF THE APPROXIMATE CENTER LINE OF A GRAVEL
 BW0126'ROAD, AND 8 FEET NE OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS
 BW0126'A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BEAU NO 2
 BW0126'1946, AND PROJECTS 1 INCH.
 BW0126'
 BW0126'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF THE STATION,
 BW0126'37 FEET E OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 51,
 BW0126'5-1/2 FEET N OF A STANDARD REFERENCE POST, AND 5 FEET N OF
 BW0126'A 48-INCH GUM TREE.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE,
 BW0126'STAMPED BEAU 1946, AND PROJECTS 2 INCHES.
 BW0126'
 BW0126'TO REACH THE STATION FROM WESSON AT THE CAUTION LIGHT, GO
 BW0126'N ON U.S. HIGHWAY 51 FOR 2.75 MILES TO A GRAVEL CROSSROAD
 BW0126'AND STATION AT LEFT OF HIGHWAY IN THE SW ANGLE OF THE CROSSROAD.
 BW0126'
 BW0126'TO REACH THE AZIMUTH MARK, GO S FROM THE STATION ON U.S.
 BW0126'HIGHWAY 51 FOR APPROXIMATELY 0.3 MILE TO AZIMUTH MARK ON THE
 BW0126'LEFT BANK OF THE HIGHWAY.
 BW0126'
 BW0126'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW0126
 BW0126                          STATION RECOVERY (1955)
 BW0126
 BW0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0126'THE STATION WAS VISITED 9-21-55 AND THE STATION MARK AND
 BW0126'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BW0126'AFTER A THOROUGH SEARCH THE AZIMUTH WAS NOT FOUND AT THIS
 BW0126'DATE.  THE AZIMUTH MARK IS BELIEVED TO BE 0.5 MILE SOUTH OF
 BW0126'THE STATION, NOT 0.3 MILE AS STATED IN THE ORIGINAL DESCRIPTION.
 BW0126'THE 1946 DESCRIPTION BY W.J.C. IS ADEQUATE FOR THE STATION.
 BW0126
 BW0126                          STATION RECOVERY (1965)
 BW0126
 BW0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW0126'STATION WAS RECOVERED.  DISK IS GONE, BUT UNDERGROUND MARK
 BW0126'IS IN GOOD CONDITION.  R.M. 1, R.M. 2 AND AZIMUTH MARK WERE
 BW0126'RECOVERED IN GOOD CONDITION.
 BW0126'
 BW0126'AZIMUTH MARK IS LITTLE LESS THAN 0.1 MILE NORTH OF RESIDENCE.
 BW0126'5 FT WEST OF 48 IN TWIN GUM AND METAL WITNESS POST.  ON HIGH
 BW0126'BANK OF HIGHWAY.
 BW0126
 BW0126                          STATION RECOVERY (1966)
 BW0126
 BW0126'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 (HBT)
 BW0126'THE STATION WAS VISITED 1-7-66 AND ALL MARKS WERE FOUND IN
 BW0126'GOOD CONDITION.
 BW0126'
 BW0126'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW0126'FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN
 BW0126'HAZLEHURST, GO SOUTH FOR 4.7 MILES TO A CROSSROADS.  CONTINUE
 BW0126'STRAIGHT AHEAD FOR 4.05 MILES TO A CROSSROADS AND THE STATION
 BW0126'ON THE RIGHT.  TO REACH THE AZIMUTH FROM THE STATION, CONTINUE
 BW0126'SOUTH FOR 0.5 MILES TO THE MARK ON THE LEFT.
 BW0126'
 BW0126'STATION DISK IS STAMPED BEAU (1946) AND PROJECTS 4 INCHES.
 BW0126'IT IS 70 FEET WEST-SOUTHWEST OF THE INTERSECTION OF HIGHWAY 51
 BW0126'AND A GRAVEL CROSSROADS, 52 FEET NORTH OF A ROW MARKER AND
 BW0126'1.5 FEET SOUTH OF A METAL WITNESS POST.
 BW0126'
 BW0126'R.M. 1 IS 55 FEET EAST OF CENTER OF HIGHWAY 51 AND 4 FEET EAST
 BW0126'OF A ROW MARKER, IS STAMPED BEAU NO 1 1946 AND PROJECTS 6
 BW0126'INCHES.
 BW0126'
 BW0126'R.M. 2 IS 80 FEET WEST OF THE CENTER OF HIGHWAY 51, 7.7 FEET
 BW0126'NORTHEAST OF A ROW MARKER AND 20 FEET NORTH OF THE CENTER
 BW0126'OF A GRAVEL ROAD, IS STAMPED BEAU NO 2 1946 AND PROJECTS
 BW0126'1 INCH.
 BW0126'
 BW0126'AZIMUTH MARK IS 36 FEET EAST OF CENTER OF HIGHWAY 51, 14 FEET
 BW0126'WEST OF A FENCE, 4.5 FEET SOUTHWEST OF A 36 INCH TWIN GUM
 BW0126'AND 4.2 FEET WEST OF A METAL WITNESS POST, IS STAMPED BEAU
 BW0126'(1946) AND FLUSH WITH THE GROUND.
 BW0126
 BW0126                          STATION RECOVERY (1967)
 BW0126
 BW0126'RECOVERY NOTE BY US ENGINEERS 1967 (RB)
 BW0126'STATION AND R.M. 1 AND R.M. 2 FOUND IN GOOD CONDITION.
 BW0126
 BW0126                          STATION RECOVERY (1969)
 BW0126
 BW0126'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW0126'BEAU-GOOD
 BW0126'
 BW0126'R.M. 1-CONCRETE CHIPPED BAD BUT DISK STILL SOLID
 BW0126'
 BW0126'R.M. 2-GOOD
 BW0126'
 BW0126'AZ. MK.-GOOD
 BW0126'
 BW0126'ALL 4 MARKS MARKED WITH METAL WITNESS POST AND SIGN.
 BW0126'
 BW0126'NO APPARENT DANGER TO THESE MARKS IN NEAR FUTURE PREVIOUS
 BW0126'DESCRIPTIONS ADEQUATE FOR LOCATION.
 BW0126
 BW0126                          STATION RECOVERY (1969)
 BW0126
 BW0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0126'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE ALL
 BW0126'RECOVERED AND IN GOOD CONDITION.
 BW0126'
 BW0126'THE STATION MARK WAS REPORTED AS DESTROYED BY ROFFIE BURT
 BW0126'BUT THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 BW0126'IN APRIL,
 BW0126'1969 THE STATION WAS FOUND WITH THE STATION MARK INTACT.
 BW0126'THE UNDERGROUND MARK WAS NOT SEARCHED FOR.
 BW0126'
 BW0126'IT APPEARS THAT POSSIBLY THE MARK WAS RESET AS THE DESCRIPTION
 BW0126'OF HBT OF THE MSHD IN 1966 QUAD 310901, STATION 1005 DATED
 BW0126'JULY 1968 STATES THAT HE RECOVERED THE MARK.
 BW0126'
 BW0126'THE STATION MAY BE REACHED BY GOING 2.8 MILES NORTH ALONG
 BW0126'U.S. HIGHWAY 51 FROM THE INTERSECTION OF SPRING STREET AT
 BW0126'WESSON, AT THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD,
 BW0126'70 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 54 FEET
 BW0126'WEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET SOUTH OF THE
 BW0126'CENTER LINE OF THE GRAVELED ROAD, 1 FOOT SOUTHEAST OF A METAL
 BW0126'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BW0126'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0126'
 BW0126'R.M. 1 IS 119.5 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY
 BW0126'FROM THE STATION MARK, 107 FEET SOUTHEAST OF THE CENTER OF
 BW0126'THE INTERSECTION, 55 FEET EAST OF THE CENTER LINE OF THE
 BW0126'HIGHWAY, 76 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 BW0126'ROAD, 198.5 FEET SOUTHEAST OF AND ACROSS THE INTERSECTION
 BW0126'FROM R.M. 2, 4 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 BW0126'MARKER, 1.5 FEET SOUTH OF A METAL WITNESS POST, 3 FEET ABOVE
 BW0126'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BW0126'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0126'
 BW0126'R.M. 2 IS 93.4 FEET NORTHWEST OF AND ACROSS THE GRAVELED
 BW0126'ROAD FROM THE STATION MARK DESCRIBED, 80 FEET WEST OF THE
 BW0126'CENTER LINE OF U.S. HIGHWAY 51, 21 FEET NORTH OF THE CENTER
 BW0126'LINE OF THE GRAVELED ROAD, 198.5 FEET NORTHWEST OF AND ACROSS
 BW0126'THE INTERSECTION FROM R.M. 1, 1 FOOT NORTH OF A METAL WITNESS
 BW0126'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BW0126'ABOVE THE GROUND.
 BW0126'
 BW0126'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION MARK, 0.05
 BW0126'MILE NORTH OF A RESIDENCE ALONG THE WEST SIDE OF THE HIGHWAY,
 BW0126'108 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 BW0126'FARM BUILDINGS, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BW0126'14 FEET WEST OF A FENCE LINE, 4-1/2 FEET SOUTHWEST OF THE
 BW0126'SOUTHWEST SIDE OF A 36-INCH GUM TREE, 6 FEET EAST OF THE EAST
 BW0126'BANK OF A CUT, 4.2 FEET WEST OF A METAL WITNESS POST, 8 FEET
 BW0126'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 BW0126'POST FLUSH WITH THE GROUND.
 BW0126'
 BW0126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0
 BW0126'MILES NORTH OF WESSON
 BW0126
 BW0126                          STATION RECOVERY (1969)
 BW0126
 BW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0126'3.8 MI N FROM WESSON.
 BW0126'ABOUT 3.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0126'CROSSING OF SPRING STREET AT WESSON, THENCE 0.05 MILE WEST ALONG A
 BW0126'PRIVATE GRAVELED ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED
 BW0126'ROAD, AT THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD AND U. S.
 BW0126'HIGHWAY 51, 70 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 54
 BW0126'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET SOUTH OF THE
 BW0126'CENTER LINE OF THE GRAVELED ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS
 BW0126'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BW0126'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE--
 BW0126'STATION MAY BE REACHED BY GOING 2.8 MILES NORTH ALONG U. S. HIGHWAY 51
 BW0126'FROM THE INTERSECTION OF SPRING STREET AT WESSON TO MARK ON LEFT.
 BW0126
 BW0126                          STATION RECOVERY (1992)
 BW0126
 BW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0126'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0126'HAZELHURST, THENCE 13.4 KM (8.30 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0126'CENTRAL RAILROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A GRAVELED
 BW0126'ROAD, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG BARNER ROAD, 36.4 M
 BW0126'(119.4 FT) WEST OF REFERENCE MARK 1, 28.5 M (93.5 FT) SOUTH OF
 BW0126'REFERENCE MARK 2, 18.6 M (61.0 FT) SOUTH OF THE ROAD CENTER, 16.4 M
 BW0126'(53.8 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF U.S. HIGHWAY
 BW0126'51, 2.9 M (9.5 FT) EAST-NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 BW0126'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0125 ***********************************************************************
 BW0125  DESIGNATION -  BEAU AZ MK
 BW0125  PID         -  BW0125
 BW0125  STATE/COUNTY-  MS/COPIAH
 BW0125  USGS QUAD   -  WESSON (1972)
 BW0125
 BW0125                         *CURRENT SURVEY CONTROL
 BW0125  ___________________________________________________________________
 BW0125* NAD 83(1986)-  31 44 03.     (N)    090 23 43.     (W)     SCALED    
 BW0125* NAVD 88     -       140.668  (meters)     461.51   (feet)  ADJUSTED  
 BW0125  ___________________________________________________________________
 BW0125  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0125  DYNAMIC HT  -         140.500 (meters)     460.96  (feet)  COMP
 BW0125  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 BW0125
 BW0125  VERT ORDER  -  FIRST     CLASS I
 BW0125
 BW0125.The horizontal coordinates were scaled from a topographic map and have
 BW0125.an estimated accuracy of +/- 6 seconds.
 BW0125
 BW0125.The orthometric height was determined by differential leveling
 BW0125.and adjusted in June 1991.
 BW0125
 BW0125.The geoid height was determined by GEOID03.
 BW0125
 BW0125.The dynamic height is computed by dividing the NAVD 88
 BW0125.geopotential number by the normal gravity value computed on the
 BW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0125.degrees latitude (g = 980.6199 gals.).
 BW0125
 BW0125.The modeled gravity was interpolated from observed gravity values.
 BW0125
 BW0125;                    North         East    Units  Estimated Accuracy
 BW0125;SPC MS W     -   247,680.      694,130.      MT  (+/- 180 meters Scaled)
 BW0125
 BW0125                          SUPERSEDED SURVEY CONTROL
 BW0125
 BW0125  NGVD 29 (??/??/??)  140.667  (m)          461.50   (f) ADJUSTED    1 1
 BW0125
 BW0125.Superseded values are not recommended for survey control.
 BW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0125.See file dsdata.txt to determine how the superseded data were derived.
 BW0125
 BW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR467139(NAD 83)
 BW0125_MARKER: DZ = AZIMUTH MARK DISK
 BW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0125_SP_SET: CONCRETE POST
 BW0125_STAMPING: BEAU 1946
 BW0125_MARK LOGO: CGS   
 BW0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0125+STABILITY: SURFACE MOTION
 BW0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0125+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0125
 BW0125  HISTORY     - Date     Condition        Report By
 BW0125  HISTORY     - 1946     MONUMENTED       CGS
 BW0125  HISTORY     - 1969     GOOD             NGS
 BW0125  HISTORY     - 19920622 GOOD             NGS
 BW0125
 BW0125                          STATION DESCRIPTION
 BW0125
 BW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0125'4.3 MI N FROM WESSON.
 BW0125'ABOUT 3.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0125'CROSSING OF SPRING STREET, THENCE 0.05 MILE WEST ALONG A PRIVATE ROAD,
 BW0125'THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 BW0125'ALONG U. S. HIGHWAY 51, 0.05 MILE NORTH OF A RESIDENCE ALONG THE WEST
 BW0125'SIDE OF THE HIGHWAY, 108 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 BW0125'LEADING TO A FARM BUILDING, 36 FEET EAST OF THE CENTER LINE OF THE
 BW0125'HIGHWAY, 14 FEET WEST OF A FENCE LINE, 4 1/2 FEET SOUTHWEST OF THE
 BW0125'SOUTHWEST SIDE OF A 36-INCH GUM TREE, 6 FEET EAST OF THE EAST BANK OF
 BW0125'A CUT FOR THE HIGHWAY, 4.2 FEET WEST OF A METAL WITNESS POST, 8 FEET
 BW0125'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BW0125'FLUSH WITH THE GROUND.  1/4, SEC 22, T 9N, R 8E.
 BW0125
 BW0125                          STATION RECOVERY (1992)
 BW0125
 BW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0125'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0125'HAZELHURST, THENCE 13.4 KM (8.30 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0125'CENTRAL RAILROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A GRAVELED
 BW0125'ROAD, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG BARNER ROAD, THENCE
 BW0125'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 51, 33.0 M (108.3 FT)
 BW0125'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A FARM BUILDING, 11.0
 BW0125'M (36.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) WEST
 BW0125'OF A FENCE, 1.9 M (6.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.4 M
 BW0125'(4.6 FT) SOUTHWEST OF A 36-INCH TREE, 1.3 M (4.3 FT) WEST OF A
 BW0125'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0128 ***********************************************************************
 BW0128  DESIGNATION -  BEAU RM 1
 BW0128  PID         -  BW0128
 BW0128  STATE/COUNTY-  MS/COPIAH
 BW0128  USGS QUAD   -  WESSON (1972)
 BW0128
 BW0128                         *CURRENT SURVEY CONTROL
 BW0128  ___________________________________________________________________
 BW0128* NAD 83(1986)-  31 44 26.     (N)    090 23 51.     (W)     SCALED    
 BW0128* NAVD 88     -       139.604  (meters)     458.02   (feet)  ADJUSTED  
 BW0128  ___________________________________________________________________
 BW0128  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0128  DYNAMIC HT  -         139.436 (meters)     457.47  (feet)  COMP
 BW0128  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BW0128
 BW0128  VERT ORDER  -  FIRST     CLASS I
 BW0128
 BW0128.The horizontal coordinates were scaled from a topographic map and have
 BW0128.an estimated accuracy of +/- 6 seconds.
 BW0128
 BW0128.The orthometric height was determined by differential leveling
 BW0128.and adjusted in June 1991.
 BW0128
 BW0128.The geoid height was determined by GEOID03.
 BW0128
 BW0128.The dynamic height is computed by dividing the NAVD 88
 BW0128.geopotential number by the normal gravity value computed on the
 BW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0128.degrees latitude (g = 980.6199 gals.).
 BW0128
 BW0128.The modeled gravity was interpolated from observed gravity values.
 BW0128
 BW0128;                    North         East    Units  Estimated Accuracy
 BW0128;SPC MS W     -   248,380.      693,920.      MT  (+/- 180 meters Scaled)
 BW0128
 BW0128                          SUPERSEDED SURVEY CONTROL
 BW0128
 BW0128  NGVD 29 (??/??/??)  139.602  (m)          458.01   (f) ADJUSTED    1 1
 BW0128
 BW0128.Superseded values are not recommended for survey control.
 BW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0128.See file dsdata.txt to determine how the superseded data were derived.
 BW0128
 BW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR465146(NAD 83)
 BW0128_MARKER: DR = REFERENCE MARK DISK
 BW0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0128_SP_SET: CONCRETE POST
 BW0128_STAMPING: BEAU NO 1 1946
 BW0128_MARK LOGO: CGS   
 BW0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0128+STABILITY: SURFACE MOTION
 BW0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0128+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0128
 BW0128  HISTORY     - Date     Condition        Report By
 BW0128  HISTORY     - 1946     MONUMENTED       CGS
 BW0128  HISTORY     - 1969     GOOD             NGS
 BW0128  HISTORY     - 19920622 GOOD             NGS
 BW0128
 BW0128                          STATION DESCRIPTION
 BW0128
 BW0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0128'3.8 MI N FROM WESSON.
 BW0128'ABOUT 3.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0128'CROSSING OF SPRING STREET AT WESSON, THENCE 0.05 MILE WEST ALONG A
 BW0128'PRIVATE GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, AT
 BW0128'THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD AND U. S. HIGHWAY 51,
 BW0128'107 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 119.5 FEET
 BW0128'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE STATION MARK, 76 FEET
 BW0128'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 55 FEET EAST OF THE
 BW0128'CENTER LINE OF THE HIGHWAY, 198.5 FEET SOUTHEAST OF AND ACROSS THE
 BW0128'INTERSECTION FROM RM 2, 4 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 BW0128'MARKER, 1.5 FEET SOUTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL
 BW0128'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BW0128'INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 21, T 9N, R 8E. NOTE--
 BW0128'THE CONCRETE POST IS CHIPPED ON ALL SIDES BUT IS SOLID IN THE GROUND.
 BW0128
 BW0128                          STATION RECOVERY (1992)
 BW0128
 BW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0128'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0128'HAZELHURST, THENCE 13.4 KM (8.30 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0128'CENTRAL RAILROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A GRAVELED
 BW0128'ROAD, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG BARNER ROAD, 36.0 M
 BW0128'(118.1 FT) EAST OF TRIANGULATION STATION BEAU, 23.2 M (76.1 FT) SOUTH
 BW0128'OF THE ROAD CENTERLINE, 16.8 M (55.1 FT) NORTHEAST OF THE CENTERLINE
 BW0128'OF U.S. HIGHWAY 51, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 BW0128'0.3 M (1.0 FT) EAST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M
 BW0128'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT
 BW0128'AND IS CHIPPED ON ALL SIDES, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0127 ***********************************************************************
 BW0127  DESIGNATION -  BEAU RM 2
 BW0127  PID         -  BW0127
 BW0127  STATE/COUNTY-  MS/COPIAH
 BW0127  USGS QUAD   -  WESSON (1972)
 BW0127
 BW0127                         *CURRENT SURVEY CONTROL
 BW0127  ___________________________________________________________________
 BW0127* NAD 83(1986)-  31 44 26.     (N)    090 23 51.     (W)     SCALED    
 BW0127* NAVD 88     -       139.871  (meters)     458.89   (feet)  ADJUSTED  
 BW0127  ___________________________________________________________________
 BW0127  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0127  DYNAMIC HT  -         139.703 (meters)     458.34  (feet)  COMP
 BW0127  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BW0127
 BW0127  VERT ORDER  -  FIRST     CLASS I
 BW0127
 BW0127.The horizontal coordinates were scaled from a topographic map and have
 BW0127.an estimated accuracy of +/- 6 seconds.
 BW0127
 BW0127.The orthometric height was determined by differential leveling
 BW0127.and adjusted in June 1991.
 BW0127
 BW0127.The geoid height was determined by GEOID03.
 BW0127
 BW0127.The dynamic height is computed by dividing the NAVD 88
 BW0127.geopotential number by the normal gravity value computed on the
 BW0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0127.degrees latitude (g = 980.6199 gals.).
 BW0127
 BW0127.The modeled gravity was interpolated from observed gravity values.
 BW0127
 BW0127;                    North         East    Units  Estimated Accuracy
 BW0127;SPC MS W     -   248,380.      693,920.      MT  (+/- 180 meters Scaled)
 BW0127
 BW0127                          SUPERSEDED SURVEY CONTROL
 BW0127
 BW0127  NGVD 29 (??/??/??)  139.870  (m)          458.89   (f) ADJUSTED    1 1
 BW0127
 BW0127.Superseded values are not recommended for survey control.
 BW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0127.See file dsdata.txt to determine how the superseded data were derived.
 BW0127
 BW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR465146(NAD 83)
 BW0127_MARKER: DR = REFERENCE MARK DISK
 BW0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0127_SP_SET: CONCRETE POST
 BW0127_STAMPING: BEAU NO 2 1946
 BW0127_MARK LOGO: CGS   
 BW0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0127+STABILITY: SURFACE MOTION
 BW0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0127+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0127
 BW0127  HISTORY     - Date     Condition        Report By
 BW0127  HISTORY     - 1946     MONUMENTED       CGS
 BW0127  HISTORY     - 1969     GOOD             NGS
 BW0127  HISTORY     - 19920622 GOOD             NGS
 BW0127
 BW0127                          STATION DESCRIPTION
 BW0127
 BW0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0127'3.8 MI N FROM WESSON.
 BW0127'ABOUT 3.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0127'CROSSING OF SPRING STREET AT WESSON, THENCE 0.05 MILE WEST ALONG A
 BW0127'PRIVATE GRAVELED ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED
 BW0127'ROAD, AT THE INTERSECTION OF U. S. HIGHWAY 51 AN EAST-WEST GRAVELED
 BW0127'ROAD, 80 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 51, 21 FEET
 BW0127'NORTH OF THE CENTER LINE OF EAST-WEST GRAVELED ROAD, 7.7 FEET
 BW0127'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 93.4 FEET NORTHWEST OF
 BW0127'AND ACROSS A GRAVEL ROAD FROM THE STATION MARK DESCRIBED, 198.5 FEET
 BW0127'NORTHWEST OF AND ACROSS THE INTERSECTION FROM RM 1, 1 FOOT NORTH OF A
 BW0127'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 BW0127'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 BW0127'GROUND.  1/4, SEC 22, T 9N, R 8E.  NOTE-- MARK MAY BE REACHED BY GOING
 BW0127'2.8 MILES NORTH ALONG U. S. HIGHWAY 51 FROM THE INTERSECTION OF SPRING
 BW0127'STREET AT WESSON.
 BW0127
 BW0127                          STATION RECOVERY (1992)
 BW0127
 BW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0127'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0127'HAZELHURST, THENCE 13.4 KM (8.30 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0127'CENTRAL RAILROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A GRAVELED
 BW0127'ROAD, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG BARNER ROAD, 28.5 M
 BW0127'(93.5 FT) NORTH OF TRIANGULATION STATION BEAU, 24.5 M (80.4 FT)
 BW0127'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 6.5 M (21.3 FT) NORTH
 BW0127'OF THE ROAD CENTER, 2.4 M (7.9 FT) NORTHEAST OF A FENCE CORNER AND
 BW0127'RIGHT-OF-WAY MARKER, 1.4 M (4.6 FT) NORTHEAST OF THE NORTHEAST CORNER
 BW0127'OF UNDERGROUND CABLE JUNCTION BOX NUMBER P28, 1.2 M (3.9 FT)
 BW0127'EAST-SOUTHEAST OF A FENCE, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 BW0127'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 BW0127'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1502 ***********************************************************************
 BV1502  DESIGNATION -  BEAUMONT
 BV1502  PID         -  BV1502
 BV1502  STATE/COUNTY-  MS/PERRY
 BV1502  USGS QUAD   -  BEAUMONT (1982)
 BV1502
 BV1502                         *CURRENT SURVEY CONTROL
 BV1502  ___________________________________________________________________
 BV1502* NAD 83(1993)-  31 10 15.78195(N)    088 55 18.43321(W)     ADJUSTED  
 BV1502* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BV1502  ___________________________________________________________________
 BV1502  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BV1502  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BV1502  HORZ ORDER  -  SECOND
 BV1502
 BV1502.The horizontal coordinates were established by classical geodetic methods
 BV1502.and adjusted by the National Geodetic Survey in May 1994.
 BV1502
 BV1502.The orthometric height was scaled from a topographic map.
 BV1502
 BV1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1502
 BV1502.The geoid height was determined by GEOID03.
 BV1502
 BV1502;                    North         East     Units Scale Factor Converg.
 BV1502;SPC MS E     -   185,243.687   291,567.834   MT  0.99995088   -0 02 44.8
 BV1502;SPC MS E     -   607,753.66    956,585.47   sFT  0.99995088   -0 02 44.8
 BV1502;UTM  16      - 3,450,149.106   316,846.800   MT  1.00001378   -0 59 41.9
 BV1502
 BV1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1502!SPC MS E     -   1.00000007  x   0.99995088  =   0.99995095
 BV1502!UTM  16      -   1.00000007  x   1.00001378  =   1.00001385
 BV1502
 BV1502|---------------------------------------------------------------------|
 BV1502| PID    Reference Object                     Distance      Geod. Az  |
 BV1502|                                                           dddmmss.s |
 BV1502| CF9404 BEAUMONT RM 2                        21.490 METERS 09712     |
 BV1502| BV1496 WETA                                APPROX. 1.0 KM 1311815.9 |
 BV1502| CF9403 BEAUMONT RM 1                        23.540 METERS 14327     |
 BV1502| BV1501 LOCK                                251.183 METERS 34157     |
 BV1502|---------------------------------------------------------------------|
 BV1502
 BV1502                          SUPERSEDED SURVEY CONTROL
 BV1502
 BV1502  NAD 83(1993)-  31 10 15.79366(N)    088 55 18.42785(W) AD(       ) 2
 BV1502  NAD 83(1986)-  31 10 15.79712(N)    088 55 18.43280(W) AD(       ) 2
 BV1502  NAD 27      -  31 10 15.14900(N)    088 55 18.28200(W) AD(       ) 2
 BV1502
 BV1502.Superseded values are not recommended for survey control.
 BV1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1502.See file dsdata.txt to determine how the superseded data were derived.
 BV1502
 BV1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1684750149(NAD 83)
 BV1502_MARKER: DS = TRIANGULATION STATION DISK
 BV1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1502
 BV1502  HISTORY     - Date     Condition        Report By
 BV1502  HISTORY     - 1921     MONUMENTED       CGS
 BV1502  HISTORY     - 1978     MARK NOT FOUND   USGS
 BV1502
 BV1502                          STATION DESCRIPTION
 BV1502
 BV1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1502'STATION IS 1/8 MILE N OF GULF, MOBILE AND NORTHERN RAILROAD DEPOT AT
 BV1502'BEAUMONT ON W (LEFT) SIDE OF TRACK LAUREL DIVISION OF SAID RAILROAD,
 BV1502'30 METERS N OF ROAD CROSSING, 100 METERS N OF JUNCTION POINT OF
 BV1502'LAUREL AND HATTIESBURG DIVISIONS, 2.38 METERS (7.81 FEET) W OF W
 BV1502'AND NEAREST RAIL.
 BV1502'
 BV1502'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1502'SET IN CONCRETE.
 BV1502'
 BV1502'REFERENCE MARK NO. 1 DIRECTLY S OF STATION.
 BV1502'
 BV1502'REFERENCE MARK NO. 2 ON OPPOSITE SIDE OF TRACK.
 BV1502
 BV1502                          STATION RECOVERY (1978)
 BV1502
 BV1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BV1502'SEARCHED FOR DID NOT FIND MARK OR RM 1 AND 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1505 ***********************************************************************
 BV1505  DESIGNATION -  BEAUMONT
 BV1505  PID         -  BV1505
 BV1505  STATE/COUNTY-  MS/PERRY
 BV1505  USGS QUAD   -  BEAUMONT (1982)
 BV1505
 BV1505                         *CURRENT SURVEY CONTROL
 BV1505  ___________________________________________________________________
 BV1505* NAD 83(1993)-  31 08 03.09617(N)    088 54 59.34364(W)     ADJUSTED  
 BV1505* NAVD 88     -        79.43   (+/-2cm)     260.6    (feet)  VERTCON   
 BV1505  ___________________________________________________________________
 BV1505  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BV1505  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV1505  HORZ ORDER  -  SECOND
 BV1505  VERT ORDER  -  THIRD ? (See Below)
 BV1505
 BV1505.The horizontal coordinates were established by classical geodetic methods
 BV1505.and adjusted by the National Geodetic Survey in May 1994.
 BV1505
 BV1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1505.The vertical order pertains to the NGVD 29 superseded value.
 BV1505
 BV1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1505
 BV1505.The geoid height was determined by GEOID03.
 BV1505
 BV1505;                    North         East     Units Scale Factor Converg.
 BV1505;SPC MS E     -   181,157.067   292,070.262   MT  0.99995078   -0 02 34.8
 BV1505;SPC MS E     -   594,346.14    958,233.85   sFT  0.99995078   -0 02 34.8
 BV1505;UTM  16      - 3,446,054.473   317,281.523   MT  1.00001182   -0 59 28.3
 BV1505
 BV1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1505!SPC MS E     -   0.99999186  x   0.99995078  =   0.99994264
 BV1505!UTM  16      -   0.99999186  x   1.00001182  =   1.00000368
 BV1505
 BV1505|---------------------------------------------------------------------|
 BV1505| PID    Reference Object                     Distance      Geod. Az  |
 BV1505|                                                           dddmmss.s |
 BV1505| CF9406 BEAUMONT RM 1                        28.495 METERS 18647     |
 BV1505| CF9405 BEAUMONT AZ MK                                     2060656.6 |
 BV1505| BV1504 BEAUMONT FIRE TOWER                  22.617 METERS 26218     |
 BV1505| CF9407 BEAUMONT RM 2                        24.795 METERS 35134     |
 BV1505|---------------------------------------------------------------------|
 BV1505
 BV1505                          SUPERSEDED SURVEY CONTROL
 BV1505
 BV1505  NAD 83(1993)-  31 08 03.10766(N)    088 54 59.33847(W) AD(       ) 2
 BV1505  NAD 83(1986)-  31 08 03.11174(N)    088 54 59.34223(W) AD(       ) 2
 BV1505  NAD 27      -  31 08 02.45900(N)    088 54 59.19200(W) AD(       ) 2
 BV1505  NGVD 29 (07/19/86)   79.43   (m)          260.6    (f) LEVELING    3  
 BV1505
 BV1505.Superseded values are not recommended for survey control.
 BV1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1505.See file dsdata.txt to determine how the superseded data were derived.
 BV1505
 BV1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1728246054(NAD 83)
 BV1505_MARKER: DS = TRIANGULATION STATION DISK
 BV1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1505
 BV1505  HISTORY     - Date     Condition        Report By
 BV1505  HISTORY     - 1943     MONUMENTED       CGS
 BV1505  HISTORY     - 1956     GOOD             CGS
 BV1505  HISTORY     - 1964     GOOD             MSHD
 BV1505
 BV1505                          STATION DESCRIPTION
 BV1505
 BV1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1505'STATION IS LOCATED ABOUT 2.5 MILES S OF BEAUMONT ON A PROMINENT HILL
 BV1505'AT THE SITE OF THE BEAUMONT FIRE TOWER. THE MARK IS SET 74.21 FEET
 BV1505'E OF THE FIRE TOWER AND ON LINE WITH THE TWO NORTHERN LEGS. IT IS
 BV1505'12.9 FEET E OF A STANDARD REFERENCE POST WHICH WAS PLACED IN THE
 BV1505'FENCE LINE. THE DISK IS STAMPED BEAUMONT 1943.
 BV1505'
 BV1505'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1505'SET IN CONCRETE.
 BV1505'
 BV1505'REFERENCE MARK NO. 1 IS 93.49 FEET S BY W OF THE STATION AND 32 FEET
 BV1505'SE OF THE FIRE TOWER ENCLOSURE FENCE. THE DISK IS STAMPED BEAUMONT
 BV1505'NO. 1 1943.
 BV1505'
 BV1505'REFERENCE MARK NO. 2 IS 81.35 FEET W BY N OF THE STATION AND 1.0
 BV1505'FOOT E OF THE ENCLOSURE FENCE. THE DISK IS STAMPED BEAUMONT NO. 2
 BV1505'1943.
 BV1505'
 BV1505'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSW OF THE STATION, 47.2
 BV1505'FEET E OF THE CENTER LINE OF A GRAVELED ROAD AND 4.3 FEET W OF A
 BV1505'STANDARD REFERENCE POST. THE DISK IS STAMPED BEAUMONT 1943.
 BV1505'
 BV1505'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE FIRE TOWER FROM
 BV1505'THE STATION BEAUMONT, DISTANCE 22.619 METERS (74.21 FEET).
 BV1505'
 BV1505'TO REACH THE STATION FROM THE POST OFFICE IN BEAUMONT GO W FOR 1/2
 BV1505'BLOCK THEN TURN LEFT AND GO S ON A GRAVELED ROAD FOR 2.55 MILES TO
 BV1505'A T-ROAD LEFT* AT A SIGN BEAUMONT FIRE TOWER. TURN LEFT AND GO 0.1
 BV1505'MILE TO THE FIRE TOWER. PASS AROUND THE ENCLOSURE FENCE ON THE
 BV1505'RIGHT TO THE STATION ON THE E SIDE.
 BV1505'
 BV1505'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTHERLY ON
 BV1505'GRAVEL FOR 0.55 MILE TO THE AZIMUTH ON THE LEFT.
 BV1505'
 BV1505'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1505
 BV1505                          STATION RECOVERY (1956)
 BV1505
 BV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1505'THE STATION WAS VISITED ON OCTOBER 18, 1956, AND ALL MARKS WERE
 BV1505'FOUND IN GOOD CONDITION. THE 1943 DESCRIPTION BY K.B.J. IS ADEQUATE
 BV1505'WITH A CORRECTED TO REACH WHICH FOLLOWS--
 BV1505'
 BV1505'TO REACH THE STATION FROM THE POST OFFICE IN BEAUMONT, GO W FOR
 BV1505'ONE-HALF BLOCK TO A SIDE ROAD LEFT, TURN LEFT AND GO S FOR 0.8 MI.
 BV1505'TO A FORK, TAKE THE LEFT FORK AND GO 1.25 MI. TO A FORK, TAKE THE
 BV1505'RIGHT FORK AND GO 0.65 MI. TO THE TOP OF THE HILL AND A SIDE ROAD
 BV1505'LEFT AND A SAWMILL ON THE RIGHT (*). TURN LEFT AND GO 0.05 MI. TO
 BV1505'A FORK, TAKE THE RIGHT FORK AND GO 0.1 MI. TO A TRAIL LEADING N,
 BV1505'TURN LEFT (N) AND GO 150 FT. TO THE BEAUMONT LOOKOUT TOWER ON THE
 BV1505'LEFT AND THE STATION ON THE RIGHT.
 BV1505'
 BV1505'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO S ON A GRAVELED
 BV1505'ROAD FOR 0.35 MI. TO THE MARK ON THE LEFT OPPOSITE A TRACK ROAD
 BV1505'LEADING W.
 BV1505
 BV1505                          STATION RECOVERY (1964)
 BV1505
 BV1505'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1505'THE STATION WAS VISITED 11-17-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1505'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1504 ***********************************************************************
 BV1504  DESIGNATION -  BEAUMONT FIRE TOWER
 BV1504  PID         -  BV1504
 BV1504  STATE/COUNTY-  MS/PERRY
 BV1504  USGS QUAD   -  BEAUMONT (1982)
 BV1504
 BV1504                         *CURRENT SURVEY CONTROL
 BV1504  ___________________________________________________________________
 BV1504* NAD 83(1993)-  31 08 02.99779(N)    088 55 00.18970(W)     ADJUSTED  
 BV1504* NAVD 88     -              **(meters)            **(feet)            
 BV1504  ___________________________________________________________________
 BV1504  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BV1504  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV1504  HORZ ORDER  -  THIRD
 BV1504
 BV1504.The horizontal coordinates were established by classical geodetic methods
 BV1504.and adjusted by the National Geodetic Survey in May 1994.
 BV1504
 BV1504
 BV1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1504
 BV1504.The geoid height was determined by GEOID03.
 BV1504
 BV1504;                    North         East     Units Scale Factor Converg.
 BV1504;SPC MS E     -   181,154.055   292,047.847   MT  0.99995078   -0 02 35.2
 BV1504;SPC MS E     -   594,336.26    958,160.31   sFT  0.99995078   -0 02 35.2
 BV1504;UTM  16      - 3,446,051.832   317,259.060   MT  1.00001193   -0 59 28.7
 BV1504
 BV1504                          SUPERSEDED SURVEY CONTROL
 BV1504
 BV1504  NAD 83(1993)-  31 08 03.00930(N)    088 55 00.18455(W) AD(       ) 4
 BV1504  NAD 83(1986)-  31 08 03.01369(N)    088 55 00.18835(W) AD(       ) 4
 BV1504  NAD 27      -  31 08 02.36100(N)    088 55 00.03800(W) AD(       ) 3
 BV1504
 BV1504.Superseded values are not recommended for survey control.
 BV1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1504.See file dsdata.txt to determine how the superseded data were derived.
 BV1504
 BV1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1725946052(NAD 83)
 BV1504_MARKER: 57 = LOOKOUT TOWER
 BV1504
 BV1504  HISTORY     - Date     Condition        Report By
 BV1504  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1504  HISTORY     - 1943     GOOD             CGS
 BV1504  HISTORY     - 1956     GOOD             CGS
 BV1504  HISTORY     - 1964     GOOD             MSHD
 BV1504
 BV1504                          STATION DESCRIPTION
 BV1504
 BV1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1504'NEAR BEAUMONT. THE CENTER OF THE FIRE TOWER IN THE LEAF RIVER UNIT
 BV1504'OF THE U.S. FOREST SERVICE.
 BV1504'
 BV1504'CUT IN FROM STATIONS BATSON AND TINGLE.
 BV1504
 BV1504                          STATION RECOVERY (1943)
 BV1504
 BV1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1504'THIS TRAVERSE STATION IS LOCATED ON A PROMINENT HILL ABOUT 2.5 MILES
 BV1504'S OF BEAUMONT. THE FIRE TOWER IS A STANDARD LOOKOUT OF THE U.S.
 BV1504'FORESTRY SERVICE. IT IS A STEEL, FOUR-LEGGED STRUCTURE WITH AN
 BV1504'ENCLOSED CABIN AT THE TOP ABOUT 110 FEET IN HEIGHT.
 BV1504'
 BV1504'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TO THE
 BV1504'CENTER OF THE LOOKOUT TOWER, DISTANCE 22.619 METERS (74.21 FEET).
 BV1504'
 BV1504'THE POINT OBSERVED UPON WAS THE CENTER OF THE FIRE TOWER AT THE TOP.
 BV1504'
 BV1504'TO REACH THE STATION FROM THE POST OFFICE IN BEAUMONT GO W FOR 1/2
 BV1504'BLOCK THEN TURN LEFT AND GO S ON A GRAVELED ROAD FOR 2.55 MILES
 BV1504'TO A T-ROAD LEFT, AT A SIGN BEAUMONT FIRE TOWER. TURN LEFT AND GO
 BV1504'0.1 MILE TO THE FIRE TOWER.
 BV1504
 BV1504                          STATION RECOVERY (1956)
 BV1504
 BV1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1504'THE STATION WAS VISITED ON OCTOBER 18, 1956, AND WAS FOUND IN GOOD
 BV1504'CONDITION.
 BV1504'THE 1943 DESCRIPTION BY K.B.J. IS ADEQUATE.
 BV1504'
 BV1504'THIS IS AN INTERSECTION STATION.
 BV1504
 BV1504                          STATION RECOVERY (1964)
 BV1504
 BV1504'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1504'THE STATION SITE WAS VISITED NOVEMBER 17, 1964 AND FOUND IN GOOD
 BV1504'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1504'
 BV1504'THE TOWER HAS BEEN MOVED AWAY BUT THE FOOTINGS ARE STILL IN PLACE,
 BV1504'LEAVING THE STATION GOOD FOR TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2322 ***********************************************************************
 BW2322  DESIGNATION -  BEAVER
 BW2322  PID         -  BW2322
 BW2322  STATE/COUNTY-  MS/AMITE
 BW2322  USGS QUAD   -  BEWELCOME (1988)
 BW2322
 BW2322                         *CURRENT SURVEY CONTROL
 BW2322  ___________________________________________________________________
 BW2322* NAD 83(1993)-  31 11 21.90949(N)    090 57 21.35084(W)     ADJUSTED  
 BW2322* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 BW2322  ___________________________________________________________________
 BW2322  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BW2322  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW2322  HORZ ORDER  -  SECOND
 BW2322
 BW2322.The horizontal coordinates were established by classical geodetic methods
 BW2322.and adjusted by the National Geodetic Survey in May 1994.
 BW2322
 BW2322.The orthometric height was scaled from a topographic map.
 BW2322
 BW2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2322
 BW2322.The geoid height was determined by GEOID03.
 BW2322
 BW2322;                    North         East     Units Scale Factor Converg.
 BW2322;SPC MS W     -   187,443.777   640,659.569   MT  0.99999342   -0 19 20.8
 BW2322;SPC MS W     -   614,971.79  2,101,897.27   sFT  0.99999342   -0 19 20.8
 BW2322;UTM  15      - 3,452,394.373   694,771.747   MT  1.00006795   +1 03 32.0
 BW2322
 BW2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2322!SPC MS W     -   0.99998394  x   0.99999342  =   0.99997736
 BW2322!UTM  15      -   0.99998394  x   1.00006795  =   1.00005189
 BW2322
 BW2322|---------------------------------------------------------------------|
 BW2322| PID    Reference Object                     Distance      Geod. Az  |
 BW2322|                                                           dddmmss.s |
 BW2322| CY3383 BEAVER RM 1                          23.647 METERS 09722     |
 BW2322| CY3382 BEAVER AZ MK                                       1055624.5 |
 BW2322| CY3384 BEAVER RM 2                          24.458 METERS 20044     |
 BW2322| BW2446 GLOSTER MUNICIPAL TANK              APPROX. 6.5 KM 2783143.6 |
 BW2322| CY3385 BEAVER RM 3                          19.946 METERS 28448     |
 BW2322|---------------------------------------------------------------------|
 BW2322
 BW2322                          SUPERSEDED SURVEY CONTROL
 BW2322
 BW2322  NAD 83(1986)-  31 11 21.92573(N)    090 57 21.34626(W) AD(       ) 2
 BW2322  NAD 27      -  31 11 21.30200(N)    090 57 20.97300(W) AD(       ) 2
 BW2322
 BW2322.Superseded values are not recommended for survey control.
 BW2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2322.See file dsdata.txt to determine how the superseded data were derived.
 BW2322
 BW2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9477252394(NAD 83)
 BW2322_MARKER: DS = TRIANGULATION STATION DISK
 BW2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2322_STAMPING: BEAVER 1949
 BW2322_MARK LOGO: CGS   
 BW2322
 BW2322  HISTORY     - Date     Condition        Report By
 BW2322  HISTORY     - 1949     MONUMENTED       CGS
 BW2322  HISTORY     - 1955     GOOD             CGS
 BW2322  HISTORY     - 1956     GOOD             HUMBLE
 BW2322  HISTORY     - 1959     GOOD             USGS
 BW2322  HISTORY     - 1969     GOOD             CGS
 BW2322
 BW2322                          STATION DESCRIPTION
 BW2322
 BW2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2322'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF LIBERTY AND
 BW2322'4 MILES EAST OF GLOSTER ON THE RIGHT-OF-WAY OF STATE HIGHWAY 24.
 BW2322'IT IS 103 FEET EAST OF A LANE LEADING TO A TENANT HOUSE ON PROPERTY
 BW2322'OWNED BY MR. C.C. JACKSON, 51 FEET NORTHWEST OF A POWER POLE,
 BW2322'54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 33 FEET
 BW2322'EAST OF A BLAZED 10-INCH PINE TREE.
 BW2322'
 BW2322'TO REACH THE STATION FROM THE POST OFFICE IN GLOSTER, GO EAST
 BW2322'ON THE MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF STATE
 BW2322'HIGHWAY 24 AND THE MAIN STREET, CONTINUE EASTERLY ON HIGHWAY 24
 BW2322'FOR 3.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 BW2322'
 BW2322'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 BW2322'HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BW2322'
 BW2322'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2322'BEAVER 1949.
 BW2322'
 BW2322'REFERENCE MARK NO. 1 IS 49 FEET NORTHEAST OF THE POWER POLE, 44
 BW2322'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 29 FEET
 BW2322'NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER.  THE MARK PROJECTS
 BW2322'3 INCHES, AND THE DISK IS STAMPED BEAVER NO 1 1949.
 BW2322'
 BW2322'REFERENCE MARK NO. 2 IS 114 FEET EAST OF THE LANE.  THE MARK
 BW2322'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BEAVER NO 2 1949.
 BW2322'
 BW2322'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION, 239 FEET
 BW2322'EAST OF A GUYED POWER POLE, 92 FEET SOUTHEAST OF A CULVERT,
 BW2322'76 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET
 BW2322'WEST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND
 BW2322'THE DISK IS STAMPED BEAVER 1949.
 BW2322'
 BW2322'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2322'SQUARE POSTS.
 BW2322'
 BW2322'A 77 FOOT TOWER NEEDED TO SEE 37 FEET AT TRIANGULATION STATION
 BW2322'GLOSTER.
 BW2322'
 BW2322'A 77 FOOT TOWER NEEDED TO SEE 64 FEET AT TRIANGULATION STATION
 BW2322'POW.
 BW2322'
 BW2322'A 77 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BW2322'GRAVES.
 BW2322'
 BW2322'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2322
 BW2322                          STATION RECOVERY (1955)
 BW2322
 BW2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2322'THE STATION WAS VISITED 6-10-55 AND ALL MARKS WERE FOUND IN GOOD
 BW2322'CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2322
 BW2322                          STATION RECOVERY (1956)
 BW2322
 BW2322'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1956 (RLL)
 BW2322'STATION RECOVERED BY HUMBLE OIL AND REF CO.
 BW2322'
 BW2322'STATION STAMPED BEAVER 1949 RECOVERED IN GOOD CONDITION.
 BW2322
 BW2322                          STATION RECOVERY (1959)
 BW2322
 BW2322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2322'STATION RECOVERED IN GOOD CONDITION.
 BW2322'
 BW2322'TO REACH GO ABOUT 0.6 MILES S AND 4.0 MILES OF GLOSTER, ABOUT
 BW2322'2.2 MILES N AND 8.5 MILES W OF LIBERTY.  T3N, R3E NEAR SW
 BW2322'CORNER, SECTION 30 ON STATE HIGHWAY 24 RIGHT-OF-WAY 0.6
 BW2322'MILES W OF A GRAVEL N-S ROAD CROSSING HIGHWAY, 92 FEET E
 BW2322'ALONG HIGHWAY FROM PRIVATE N-S DRIVEWAY, AND UNDER A FENCE
 BW2322'IN A CONCRETE POST A STANDARD DISK STAMPED BEAVER 1949.
 BW2322
 BW2322                          STATION RECOVERY (1969)
 BW2322
 BW2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2322'THE STATION WAS VISITED 11/6/69 AND THE STATION MARK, THE AZIMUTH
 BW2322'MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 BW2322'REFERENCE MARK NO. 1 HAD BEEN DISPLACED BY THE LAYING OF
 BW2322'AN UNDERGROUND TELEPHONE CABLE AND THE DISK WAS RECLAIMED.
 BW2322'A REFERENCE MARK 3 WAS ESTABLISHED.  A THICK GROWTH OF TREES
 BW2322'BLOCKS THE LINE-OF-SIGHT TO THE AZIMUTH MARK.  A NEW DESCRIPTION
 BW2322'FOLLOWS--
 BW2322'
 BW2322'THE STATION IS LOCATED 3.9 MILES EAST OF GLOSTER, 8.8 MILES
 BW2322'NORTHWEST OF LIBERTY IN THE SOUTHWEST 1/4 OF SECTION 30,
 BW2322'T3N, R3E, ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 24.
 BW2322'IT IS 103 FEET EAST OF THE CENTER OF FARM ROAD LEADING SOUTH,
 BW2322'85 FEET EAST OF A FENCE CORNER, 54 FEET SOUTH OF THE CENTER
 BW2322'OF STATE HIGHWAY 24, 50.5 FEET NORTHWEST OF POWERLINE POLE
 BW2322'NUMBER 62, 14 FEET SOUTH OF THE EDGE OF 10 FOOT HIGHWAY
 BW2322'CUT BANK AND 1 FOOT NORTH OF A METAL WITNESS POST THAT IS
 BW2322'SET IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  IT IS A C AND GS
 BW2322'TRIANGULATION STATION DISK, STAMPED BEAVER 1949, PROJECTING
 BW2322'8 INCHES.
 BW2322'
 BW2322'REFERENCE MARK NO. 2 IS 80.25 FEET SOUTH OF THE STATION.
 BW2322'IT IS 134 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 24, 116
 BW2322'FEET EAST OF THE CENTER OF THE FARM ROAD LEADING SOUTH, 111.5
 BW2322'FEET SOUTHEAST OF THE FENCE CORNER AND 75 FEET SOUTHWEST OF
 BW2322'POWER LINE POLE NUMBER 62.  IT IS A C AND GS REFERENCE MARK
 BW2322'DISK, STAMPED BEAVER NO 2 1949, PROJECTING 8 INCHES AND IS
 BW2322'ABOUT 1 FOOT LOWER THAN THE STATION.
 BW2322'
 BW2322'REFERENCE MARK NO. 3 IS 65.44 FEET WEST OF THE STATION.
 BW2322'IT IS IN THE SOUTH RIGHT-OF-WAY FENCE LINE, 54 FEET SOUTH OF
 BW2322'THE CENTER OF STATE HIGHWAY 24, 38 FEET EAST OF THE CENTER
 BW2322'OF THE FARM ROAD LEADING SOUTH, 39 FEET NORTHEAST OF NORTH
 BW2322'GATE POST, 20.5 FEET EAST OF THE FENCE CORNER, 18.5 FEET
 BW2322'EAST OF SURFACE HOOKUP POST FOR UNDERGROUND TELEPHONE CABLE,
 BW2322'10.5 FEET EAST-SOUTHEAST OF 14 INCH PINE TREE, 1.5 FEET
 BW2322'SOUTH OF METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN
 BW2322'THE STATION.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2322'BEAVER 1949 NO 3 1969, PROJECTING 2 INCHES.
 BW2322'
 BW2322'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS
 BW2322'76 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 24, 239 FEET
 BW2322'EAST OF POWERLINE POLE WITH TRANSFORMER, 22 FEET EAST-NORTHEAST
 BW2322'OF A 6 INCH WATER OAK, 10 FEET EAST OF THE CENTER OF THE EAST
 BW2322'DRIVEWAY LEADING TO HOUSE AND 1 FOOT NORTH OF WITNESS POST.
 BW2322'IT IS A C AND GS AZIMUTH MARK DISK, STAMPED BEAVER 1949,
 BW2322'PROJECTING 8 INCHES.
 BW2322'
 BW2322'TO REACH THE STATION FROM THE POST OFFICE IN GLOSTER, GO
 BW2322'EAST ON MAIN STREET FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 BW2322'FORK AND GO EAST ON PAVED STREET FOR 250 FEET TO STATE HIGHWAY
 BW2322'24.  TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 24 FOR
 BW2322'0.35 MILE TO JUNCTION WITH STATE HIGHWAY 33.  CONTINUE EAST
 BW2322'ON SH 24 FOR 3.3 MILES TO FARM ROAD ON THE RIGHT AND THE
 BW2322'STATION JUST EAST OF THIS POINT.
 BW2322'
 BW2322'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 BW2322'HIGHWAY 24 FOR 0.3 MILE TO DRIVEWAY AND HOUSE ON THE RIGHT
 BW2322'AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1884 ***********************************************************************
 DJ1884  DESIGNATION -  BEAVER
 DJ1884  PID         -  DJ1884
 DJ1884  STATE/COUNTY-  MS/NOXUBEE
 DJ1884  USGS QUAD   -  MASHULAVILLE (1982)
 DJ1884
 DJ1884                         *CURRENT SURVEY CONTROL
 DJ1884  ___________________________________________________________________
 DJ1884* NAD 83(1993)-  33 00 59.13188(N)    088 43 18.80559(W)     ADJUSTED  
 DJ1884* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 DJ1884  ___________________________________________________________________
 DJ1884  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DJ1884  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DJ1884  HORZ ORDER  -  FIRST
 DJ1884
 DJ1884.The horizontal coordinates were established by classical geodetic methods
 DJ1884.and adjusted by the National Geodetic Survey in May 1994.
 DJ1884
 DJ1884.The orthometric height was scaled from a topographic map.
 DJ1884
 DJ1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1884
 DJ1884.The geoid height was determined by GEOID03.
 DJ1884
 DJ1884;                    North         East     Units Scale Factor Converg.
 DJ1884;SPC MS E     -   389,866.457   310,412.248   MT  0.99995134   +0 03 38.6
 DJ1884;SPC MS E     - 1,279,086.87  1,018,410.85   sFT  0.99995134   +0 03 38.6
 DJ1884;UTM  16      - 3,654,424.940   339,168.068   MT  0.99991894   -0 56 18.3
 DJ1884
 DJ1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1884!SPC MS E     -   0.99997573  x   0.99995134  =   0.99992707
 DJ1884!UTM  16      -   0.99997573  x   0.99991894  =   0.99989467
 DJ1884
 DJ1884|---------------------------------------------------------------------|
 DJ1884| PID    Reference Object                     Distance      Geod. Az  |
 DJ1884|                                                           dddmmss.s |
 DJ1884| CF9409 BEAVER RM 1                          23.729 METERS 02358     |
 DJ1884| CF9408 BEAVER AZ MK                                       0635200.0 |
 DJ1884| CO1290 DANIEL                              APPROX. 8.7 KM 1602823.8 |
 DJ1884| CF9410 BEAVER RM 2                                        26555     |
 DJ1884|---------------------------------------------------------------------|
 DJ1884
 DJ1884                          SUPERSEDED SURVEY CONTROL
 DJ1884
 DJ1884  NAD 83(1993)-  33 00 59.13982(N)    088 43 18.80492(W) AD(       ) 1
 DJ1884  NAD 83(1986)-  33 00 59.14227(N)    088 43 18.80645(W) AD(       ) 1
 DJ1884  NAD 27      -  33 00 58.68400(N)    088 43 18.63000(W) AD(       ) 1
 DJ1884
 DJ1884.Superseded values are not recommended for survey control.
 DJ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1884.See file dsdata.txt to determine how the superseded data were derived.
 DJ1884
 DJ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3916854425(NAD 83)
 DJ1884_MARKER: DS = TRIANGULATION STATION DISK
 DJ1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1884
 DJ1884  HISTORY     - Date     Condition        Report By
 DJ1884  HISTORY     - 1935     MONUMENTED       CGS
 DJ1884  HISTORY     - 1963     GOOD             CGS
 DJ1884  HISTORY     - 1970     GOOD             USFS
 DJ1884  HISTORY     - 1970     GOOD             NGS
 DJ1884
 DJ1884                          STATION DESCRIPTION
 DJ1884
 DJ1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1884'ABOUT 9 MILES WEST-NORTHWEST OF SHUQUALAK ON HIGH PART OF TIMBERED
 DJ1884'RIDGE LOCALLY KNOWN AS BEAVER MOUNTAIN, AND ON PROPERTY OF THE
 DJ1884'SUMTER LUMBER CO., 22.9 FEET NORTHEAST OF AN 8-INCH PINE, 30.9
 DJ1884'FEET SOUTH OF A 6-INCH PINE AND 21 FEET NORTHWEST OF THE CENTER
 DJ1884'LINE OF DIM FARM ROAD.
 DJ1884'
 DJ1884'TO REACH FROM SHUQUALAK, GO WEST ON GRAVEL ROAD ALONG SOUTH
 DJ1884'SIDE OF MURRY-STRONG FILLING STATION FOR 2.5 MILES TO ROAD FORK,
 DJ1884'TAKE RIGHT FORK FOR 1 MILE TO CROSSROADS, CONTINUE AHEAD FOR
 DJ1884'1.2 MILES TO ROAD FORK, TAKE RIGHT FORK FOR 2.2 MILES TO ANOTHER
 DJ1884'ROAD FORK, TAKE RIGHT FORK 1 MILE TO T-INTERSECTION, TURN LEFT
 DJ1884'AND GO FOR ABOUT 0.5 MILE TO THE HOME OF J. W. ROGERS, SR. ON
 DJ1884'RIGHT, AND END OF TRUCK TRAVEL.  STATION IS ABOUT 4 MILES FROM
 DJ1884'THIS POINT BY WAGON OVER OLD WOODS-ROAD.
 DJ1884'
 DJ1884'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1884'BRONZE DISKS SET IN CONCRETE.
 DJ1884'
 DJ1884'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 18 FEET SOUTH OF
 DJ1884'8-INCH PINE, 15 FEET NORTHWEST OF CENTER LINE OF THE ROAD, ON
 DJ1884'BACKBONE OF RIDGE.
 DJ1884'
 DJ1884'REFERENCE MARK NO. 2 IS WEST OF STATION, 20 FEET NORTHEAST OF
 DJ1884'10-INCH PINE, 35 FEET WEST OF 12-INCH PINE.
 DJ1884'
 DJ1884'AZIMUTH MARK IS NORTHEAST OF THE STATION, 24 FEET NORTHWEST OF
 DJ1884'CENTER LINE OF ROAD, 12 FEET NORTH-NORTHWEST OF 8-INCH OAK AND
 DJ1884'30 FEET SOUTHWEST OF 24-INCH BLAZED PINE.
 DJ1884'
 DJ1884'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 DJ1884'
 DJ1884'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DJ1884
 DJ1884                          STATION RECOVERY (1963)
 DJ1884
 DJ1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ1884'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ1884'CONDITION.
 DJ1884'
 DJ1884'THE 1935 DESCRIPTION IS ADEQUATE.
 DJ1884'
 DJ1884'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION, 1.0
 DJ1884'FOOT NORTH OF RM 1, 1.0 FOOT WEST OF RM 2, 1.0 FOOT SOUTHEAST OF
 DJ1884'THE AZIMUTH.
 DJ1884
 DJ1884                          STATION RECOVERY (1970)
 DJ1884
 DJ1884'RECOVERY NOTE BY US FOREST SERVICE 1970 (RLG)
 DJ1884'STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 DJ1884'WITNESS POSTS ARE IN GOOD CONDITION EXCEPT THE AZIMUTH POST WHICH
 DJ1884'HAS BEEN SHOT AT AND HIT.  AZIMUTH MARK IS TWISTED ABOUT 5 INCHES
 DJ1884'OUT OF POSITION.  STATION IS ABOUT 0.2 MILE N.W. OF AZIMUTH MARKER
 DJ1884'INSTEAD OF 0.15 MILE IN THE DESCRIPTION IT IS UPHILL FROM THE
 DJ1884'CURVE IN THE WOODS ROAD ABOUT 136 FT. NEW ROAD DOES NOT FOLLOW OLD
 DJ1884'ROAD.  I.P. IS 10 IN PINE 87 DEG MAG 8.4 FT. FROM STATION.
 DJ1884
 DJ1884                          STATION RECOVERY (1970)
 DJ1884
 DJ1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DJ1884'THE STATION WAS VISITED 5-19-70 AND THE STATION MARK AND REFERENCE
 DJ1884'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DJ1884'MARK WAS FOUND DISTURBED AS REPORTED AND THE DISK WAS RECLAIMED
 DJ1884'AT THIS DATE.  NO OTHER AZIMUTH MARK WAS ESTABLISHED AT THIS
 DJ1884'DATE.  THE DESCRIPTION TO FIND THE STATION IS OBSOLETE.  A
 DJ1884'NEW DESCRIPTION FOLLOWS-
 DJ1884'
 DJ1884'THE STATION IS LOCATED ABOUT 9 MILES WNW OF SHUGUALAK, ON A HIGH
 DJ1884'WOODEN RIDGE, LOCALLY KNOWN AS BEAVER MOUNTAIN.  THE HILL HAS A
 DJ1884'ROAD RUNNING ALONG THE EAST SIDE.  THE STATION IS 194 FEET WEST OF
 DJ1884'THIS ROAD AND A WASHED OUT AREA OF RED CLAY WHICH IS ABOUT 100
 DJ1884'FEET IN DIAMETER.  IT IS 136 FEET NORTHWEST OF THE CENTER OF A
 DJ1884'DIRT ROAD, 8.5 FEET WEST OF A 10-INCH PINE TREE, 12 FEET
 DJ1884'SOUTHEAST OF AN 8-INCH PINE TREE, AND 50 FEET EAST OF A 20-INCH
 DJ1884'PINE TREE.  IT IS 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 DJ1884'TRIANGULATION STATION DISK, STAMPED BEAVER 1935, PROJECTING 2
 DJ1884'INCHES.
 DJ1884'
 DJ1884'REFERENCE MARK NO. 1 IS 77.81 FEET NORTH OF THE STATION, 95 FEET
 DJ1884'SOUTHWEST OF THE EDGE OF THE WASHED OUT AREA, 115 FEET WEST OF
 DJ1884'THE CENTER OF THE ROAD, AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 DJ1884'POST.  IT IS A REFERENCE MARK DISK, STAMPED BEAVER NO 1 1935,
 DJ1884'FLUSH WITH THE GROUND.
 DJ1884'
 DJ1884'REFERENCE MARK NO. 2 IS 71.13 FEET WEST OF THE STATION, 21 FEET
 DJ1884'WEST OF A 20-INCH PINE TREE, 1 FOOT EAST OF A 10 INCH PINE TREE,
 DJ1884'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS ON THE WEST SLOPE
 DJ1884'OF THE HILL AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A
 DJ1884'REFERENCE MARK DISK, STAMPED BEAVER NO 2 1935, PROJECTING 2
 DJ1884'INCHES.
 DJ1884'
 DJ1884'TO REACH THE STATION FROM THE RAILROAD STATION AND MUNICIPAL
 DJ1884'WATER TANK IN SHUQUALAK, GO WEST ON STATE HIGHWAY 21 FOR 2.4
 DJ1884'MILES TO A FORK, TAKE A RIGHT FORK AND GO 1.0 MILE TO A CROSS
 DJ1884'ROAD, CONTINUE FOR 1.2 MILES TO A FORK, TAKE RIGHT FORK AND GO
 DJ1884'2.2 MILES TO ANOTHER FORK, TAKE RIGHT FORK AND GO 1.0 MILE TO A
 DJ1884'T-INTERSECTION, TURN LEFT AND GO 0.1 MILE TO A CROSSROAD AND
 DJ1884'CHURCH IN THE NORTHWEST ANGLE, CONTINUE STRAIGHT AHEAD PASSING
 DJ1884'TO THE RIGHT OF THE CHURCH AND NORTH OF THE CEMETERY FOR 2.15
 DJ1884'MILES ALONG AN OLD RAILROAD BED TO A SIDE ROAD LEFT, TURN LEFT
 DJ1884'AND GO 1.4 MILE TO A T-INTERSECTION, TURN RIGHT AND GO UPHILL
 DJ1884'FOR 0.65 MILE TO A FORK TAKE LEFT FORK (UPHILL) FOR 0.25 MILE
 DJ1884'TO THE STATION ON THE RIGHT.
 DJ1884'
 DJ1884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES WNW OF
 DJ1884'SHUGUALAK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2515 ***********************************************************************
 BH2515  DESIGNATION -  BEAVER
 BH2515  PID         -  BH2515
 BH2515  STATE/COUNTY-  MS/PERRY
 BH2515  USGS QUAD   -  BARBARA (1982)
 BH2515
 BH2515                         *CURRENT SURVEY CONTROL
 BH2515  ___________________________________________________________________
 BH2515* NAD 83(1993)-  30 59 45.84016(N)    088 55 48.97058(W)     ADJUSTED  
 BH2515* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BH2515  ___________________________________________________________________
 BH2515  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BH2515  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BH2515  HORZ ORDER  -  FIRST
 BH2515
 BH2515.The horizontal coordinates were established by classical geodetic methods
 BH2515.and adjusted by the National Geodetic Survey in May 1994.
 BH2515
 BH2515.The orthometric height was scaled from a topographic map.
 BH2515
 BH2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2515
 BH2515.The geoid height was determined by GEOID03.
 BH2515
 BH2515;                    North         East     Units Scale Factor Converg.
 BH2515;SPC MS E     -   165,844.706   290,742.254   MT  0.99995106   -0 02 59.7
 BH2515;SPC MS E     -   544,108.84    953,876.88   sFT  0.99995106   -0 02 59.7
 BH2515;UTM  16      - 3,430,765.147   315,700.706   MT  1.00001899   -0 59 39.6
 BH2515
 BH2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2515!SPC MS E     -   0.99999012  x   0.99995106  =   0.99994118
 BH2515!UTM  16      -   0.99999012  x   1.00001899  =   1.00000911
 BH2515
 BH2515:                Primary Azimuth Mark                     Grid Az
 BH2515:SPC MS E     -  WILBE FIRE TOWER                         202 49 05.3
 BH2515:UTM  16      -  WILBE FIRE TOWER                         203 45 45.2
 BH2515
 BH2515|---------------------------------------------------------------------|
 BH2515| PID    Reference Object                     Distance      Geod. Az  |
 BH2515|                                                           dddmmss.s |
 BH2515| BH2511 WILBE FIRE TOWER                    APPROX.16.0 KM 2024605.6 |
 BH2515| DD8355 BEAVER RM 2                          33.343 METERS 21453     |
 BH2515| BV1634 LEAF RIVER CENTRAL FIRE TOWER       APPROX.15.3 KM 3100441.6 |
 BH2515| EB3155 BEAVER AZ MK                                       3362031.2 |
 BH2515| DD8354 BEAVER RM 1                          30.584 METERS 34200     |
 BH2515|---------------------------------------------------------------------|
 BH2515
 BH2515                          SUPERSEDED SURVEY CONTROL
 BH2515
 BH2515  NAD 83(1993)-  30 59 45.85524(N)    088 55 48.96781(W) AD(       ) 1
 BH2515  NAD 83(1986)-  30 59 45.85716(N)    088 55 48.96967(W) AD(       ) 1
 BH2515  NAD 27      -  30 59 45.18600(N)    088 55 48.80800(W) AD(       ) 1
 BH2515
 BH2515.Superseded values are not recommended for survey control.
 BH2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2515.See file dsdata.txt to determine how the superseded data were derived.
 BH2515
 BH2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1570130765(NAD 83)
 BH2515_MARKER: DS = TRIANGULATION STATION DISK
 BH2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2515
 BH2515  HISTORY     - Date     Condition        Report By
 BH2515  HISTORY     - 1942     MONUMENTED       CGS
 BH2515  HISTORY     - 1956     GOOD             CGS
 BH2515  HISTORY     - 1964     GOOD             MSHD
 BH2515
 BH2515                          STATION DESCRIPTION
 BH2515
 BH2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2515'STATION IS LOCATED ABOUT 6 MILES S AND ABOUT 8 MILES W OF MCLAIN,
 BH2515'ABOUT 5 MILES W OF THE LEAF FIRE TOWER, ON TIMBERED LAND OF THE DE
 BH2515'SOTO NATIONAL FOREST, ABOUT 0.15 MILE S OF AN IRON RAIL CATTLE GUARD,
 BH2515'ABOUT 61 FEET E OF THE CENTER LINE OF A GRADED DIRT ROAD, ABOUT 27
 BH2515'PACES SW OF A TRIANGULAR BLAZED 12-INCH PINE TREE, AND 4.8 FEET E OF
 BH2515'A 4 BY 4 WHITE POST.  THE MARK PROJECTS ABOUT 5 INCHES AND IS
 BH2515'STAMPED BEAVER 1942.
 BH2515'
 BH2515'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH2515'BRONZE DISKS SET IN CONCRETE.
 BH2515'
 BH2515'REFERENCE MARK NO. 1 IS 100.345 FEET N OF THE STATION AND 68.5 FEET E
 BH2515'OF THE CENTER LINE OF A GRADED DIRT ROAD.  THE MARK PROJECTS
 BH2515'ABOUT 6 INCHES AND IS STAMPED BEAVER NO. 1 1942.
 BH2515'
 BH2515'REFERENCE MARK NO. 2 IS 109.40 FEET SW OF THE STATION AND 30 FEET W
 BH2515'OF THE CENTER LINE OF A GRADED DIRT ROAD.  THE MARK PROJECTS ABOUT 8
 BH2515'INCHES AND IS STAMPED BEAVER NO. 2 1942.
 BH2515'
 BH2515'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, ABOUT 85 FEET S
 BH2515'OF THE S SIDE OF AN OLD SHED, ABOUT 61 FEET W OF AN OLD FIRE BREAK
 BH2515'ROAD, ABOUT 37 FEET N OF THE CENTER LINE OF A GRADED DIRT ROAD.  THE
 BH2515'MARK PROJECTS ABOUT 5 INCHES AND IS STAMPED BEAVER 1942.
 BH2515'
 BH2515'TO REACH AZIMUTH MARK FROM STATION GO N FOR 0.3 MILE TO MARK ON THE
 BH2515'RIGHT SIDE OF THE ROAD.
 BH2515'
 BH2515'TO REACH THE STATION FROM THE POST OFFICE IN MCLAIN GO E ON STATE
 BH2515'HIGHWAY 15 FOR 0.65 MILE, TURN RIGHT AND GO S ALONG RAILROAD
 BH2515'TRACKS FOR 5.75 MILES TO CROSSROADS IN THE VILLAGE OF LEAF, TURN
 BH2515'RIGHT AND GO W FOR 8.65 MILES TO T-ROAD, TURN RIGHT AND GO N FOR 2.4
 BH2515'MILES TO STATION ON THE RIGHT SIDE OF ROAD.
 BH2515'
 BH2515'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2515
 BH2515                          STATION RECOVERY (1956)
 BH2515
 BH2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BH2515'THE STATION WAS VISITED ON OCTOBER 26, 1956.  THE STATION, AZIMUTH
 BH2515'MARK, AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 BH2515'REFERENCE MARK 2 WAS FOUND UPROOTED.  THE MONUMENT WAS PLACED IN THE
 BH2515'GROUND, AND THE DISK STAMPED NO. 3 AND USED AS REFERENCE MARK 3.
 BH2515'THE TOP OF THE MONUMENT WAS CHIPPED, THIS WAS REENFORCED WITH
 BH2515'CONCRETE.  THE MARK NOW SETS VERY NEAR THE LOCATION OF REFERENCE
 BH2515'MARK 2.  A NEW DESCRIPTION FOLLOWS-
 BH2515'
 BH2515'THE STATION IS LOCATED ABOUT 10 MI. SW OF MCLAIN, IN THE LEAF RIVER
 BH2515'DISTRICT OF THE DE SOTO NATIONAL FOREST, 5 MI. W OF THE LEAF LOOKOUT
 BH2515'TOWER, ON NATIONAL ROAD NO. 309, 0.15 MI. S OF AN IRON-RAIL CATTLE
 BH2515'GUARD, 59 FT. E OF THE CENTER OF THE ROAD, AND 24 FT. S OF THE CENTER
 BH2515'OF A TRACK ROAD LEADING E.  IT IS A STANDARD DISK, STAMPED BEAVER
 BH2515'1942 AND PROJECTING 2 IN.
 BH2515'REFERENCE MARK 1 IS 100.34 FT. N OF THE STATION, 59 FT. E OF THE
 BH2515'CENTER OF THE ROAD, AND 4 FT. E OF A 12-IN. PINE TREE.  IT IS A
 BH2515'STANDARD DISK, STAMPED BEAVER NO 2 1942 AND PROJECTING 6 IN.
 BH2515'
 BH2515'REFERENCE MARK 3 IS 109.31 FT. SW OF THE STATION, 29 FT. W OF THE
 BH2515'CENTER OF THE ROAD, AND ABOUT 1 FT. LOWER THAN THE STATION.  IT
 BH2515'IS A STANDARD DISK, STAMPED BEAVER NO 3 1942 AND PROJECTING 6 IN.
 BH2515'
 BH2515'THE AZIMUTH MARK IS 0.3 MI. N OF THE STATION, IN THE NW ANGLE OF THE
 BH2515'MAIN ROAD AND A SIDE ROAD LEADING NE, 0.1 MI. N OF THE CATTLE GUARD,
 BH2515'37 FT. N OF THE CENTER OF THE MAIN ROAD, AND 61 FT. W OF THE CENTER
 BH2515'OF THE DIRT ROAD LEADING NE.  IT IS A STANDARD DISK, STAMPED BEAVER
 BH2515'1942 AND PROJECTING 4 IN.
 BH2515'
 BH2515'TO REACH THE STATION FROM THE POST OFFICE IN LEAF, WHICH IS 5.75 MI.
 BH2515'S ALONG THE RAILROAD TRACK FROM MCLAIN, GO W ACROSS THE TRACK FOR 0.1
 BH2515'MI. TO A CROSSROAD, CONTINUE W ON NATIONAL FOREST ROAD NO. 309 FOR
 BH2515'8.6 MI. TO A FORK, TAKE THE RIGHT FORK (NATIONAL FOREST ROAD NO.
 BH2515'309) FOR 2.25 MI. TO THE STATION ON THE RIGHT.  CONTINUE FOR 0.3 MI.
 BH2515'TO THE AZIMUTH MARK ON THE RIGHT IN THE NW ANGLE OF THE MAIN ROAD
 BH2515'AND A DIRT ROAD LEADING NE.
 BH2515
 BH2515                          STATION RECOVERY (1964)
 BH2515
 BH2515'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BH2515'THE STATION WAS VISITED 11-17-64 AND ALL MARKS WERE FOUND IN GOOD
 BH2515'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1817 ***********************************************************************
 DJ1817  DESIGNATION -  BECKER
 DJ1817  PID         -  DJ1817
 DJ1817  STATE/COUNTY-  MS/MONROE
 DJ1817  USGS QUAD   -  AMORY (1992)
 DJ1817
 DJ1817                         *CURRENT SURVEY CONTROL
 DJ1817  ___________________________________________________________________
 DJ1817* NAD 83(1993)-  33 55 58.89049(N)    088 28 53.17939(W)     ADJUSTED  
 DJ1817* NAVD 88     -        71.78   (+/-2cm)     235.5    (feet)  VERTCON   
 DJ1817  ___________________________________________________________________
 DJ1817  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DJ1817  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ1817  HORZ ORDER  -  THIRD
 DJ1817  VERT ORDER  -  THIRD ? (See Below)
 DJ1817
 DJ1817.The horizontal coordinates were established by classical geodetic methods
 DJ1817.and adjusted by the National Geodetic Survey in May 1994.
 DJ1817
 DJ1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1817.The vertical order pertains to the NGVD 29 superseded value.
 DJ1817
 DJ1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1817
 DJ1817.The geoid height was determined by GEOID03.
 DJ1817
 DJ1817;                    North         East     Units Scale Factor Converg.
 DJ1817;SPC MS E     -   491,574.388   332,533.652   MT  0.99996304   +0 11 47.2
 DJ1817;SPC MS E     - 1,612,773.64  1,090,987.49   sFT  0.99996304   +0 11 47.2
 DJ1817;UTM  16      - 3,755,718.227   363,079.274   MT  0.99983111   -0 49 37.6
 DJ1817
 DJ1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1817!SPC MS E     -   0.99999309  x   0.99996304  =   0.99995613
 DJ1817!UTM  16      -   0.99999309  x   0.99983111  =   0.99982420
 DJ1817
 DJ1817|---------------------------------------------------------------------|
 DJ1817| PID    Reference Object                     Distance      Geod. Az  |
 DJ1817|                                                           dddmmss.s |
 DJ1817| CF9417 BECKER RM 3                          31.041 METERS 03433     |
 DJ1817| DJ0185 F 68                                 21.629 METERS 03529     |
 DJ1817| CF9415 BECKER AZ MK                                       2744957.8 |
 DJ1817| CF9416 BECKER RM 1                          32.364 METERS 32006     |
 DJ1817|---------------------------------------------------------------------|
 DJ1817
 DJ1817                          SUPERSEDED SURVEY CONTROL
 DJ1817
 DJ1817  NAD 83(1993)-  33 55 58.89504(N)    088 28 53.17785(W) AD(       ) 3
 DJ1817  NAD 83(1986)-  33 55 58.89953(N)    088 28 53.17764(W) AD(       ) 3
 DJ1817  NAD 27      -  33 55 58.50000(N)    088 28 53.02700(W) AD(       ) 3
 DJ1817  NGVD 29 (07/19/86)   71.72   (m)          235.3    (f) LEVELING    3  
 DJ1817
 DJ1817.Superseded values are not recommended for survey control.
 DJ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1817.See file dsdata.txt to determine how the superseded data were derived.
 DJ1817
 DJ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6307955718(NAD 83)
 DJ1817_MARKER: DS = TRIANGULATION STATION DISK
 DJ1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1817
 DJ1817  HISTORY     - Date     Condition        Report By
 DJ1817  HISTORY     - 1950     MONUMENTED       CGS
 DJ1817  HISTORY     - 1963     GOOD             MSHD
 DJ1817  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DJ1817  HISTORY     - 19810301 GOOD             MSSU
 DJ1817  HISTORY     - 19820301 GOOD             MSSU
 DJ1817
 DJ1817                          STATION DESCRIPTION
 DJ1817
 DJ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1817'STATION IS IN THE VILLAGE OF BECKER, 116 FEET SOUTHWEST OF THE
 DJ1817'APPROXIMATE CENTER OF THE INTERSECTION OF STATE HIGHWAY 25 AND
 DJ1817'THE FRISCO RAILROAD TRACKS, AND 100 FEET WEST OF THE WEST RAIL
 DJ1817'OF THE TRACKS.
 DJ1817'
 DJ1817'TO REACH THE AZIMUTH MARK, GO WEST ON A FIELD ROAD 0.25 MILE
 DJ1817'TO THE MARK.
 DJ1817'
 DJ1817'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BECKER
 DJ1817'1950.
 DJ1817'
 DJ1817'REFERENCE MARK NO. 1 IS 115 FEET WEST OF THE APPROXIMATE
 DJ1817'CENTER OF THE HIGHWAY, AND 10 FEET EAST OF AN 8-INCH CEDAR TREE.
 DJ1817'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BECKER NO 1
 DJ1817'1950.
 DJ1817'
 DJ1817'BENCH MARK F 68 WAS USED AS A REFERENCE MARK.  IT IS 45 FEET WEST
 DJ1817'OF THE APPROXIMATE CENTER OF THE HIGHWAY AND 32 FEET WEST OF THE
 DJ1817'WEST RAIL OF THE TRACKS.  THE MARK IS A STANDARD UNITED STATES
 DJ1817'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 DJ1817'12-INCH CONCRETE CYLINDER THAT PROJECTS 5 INCHES.  THE DISK IS
 DJ1817'STAMPED F 68 1934.
 DJ1817'
 DJ1817'THE AZIMUTH MARK IS AT THE WEST EDGE OF A CULTIVATED FIELD, AND
 DJ1817'50 FEET EAST OF A TENNANT HOUSE.  THE MARK PROJECTS 5 INCHES AND
 DJ1817'THE DISK IS STAMPED BECKER 1950.
 DJ1817'
 DJ1817'ALL MARKS EXCEPT THE BENCH MARK ARE STANDARD DISKS SET IN THE TOPS
 DJ1817'OF 12-INCH CONCRETE CYLINDERS.
 DJ1817'
 DJ1817'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1817
 DJ1817                          STATION RECOVERY (1963)
 DJ1817
 DJ1817'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1817'THE STATION WAS VISITED 1-8-63 AND THE STATION AND AZIMUTH MARK
 DJ1817'WERE FOUND IN GOOD CONDITION.
 DJ1817'
 DJ1817'R.M. 1 HAD BEEN DESTROYED.  R.M. 2-F 68 HAD BEEN DISTURBED
 DJ1817'APPARENTLY BY ROAD MACHINERY.
 DJ1817'
 DJ1817'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF F 68 AND 1.0
 DJ1817'FOOT SOUTH OF THE AZIMUTH.  WITH THESE EXCEPTIONS THE 1950
 DJ1817'DESCRIPTION IS ADEQUATE.
 DJ1817
 DJ1817                          STATION RECOVERY (1963)
 DJ1817
 DJ1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1817'THE STATION WAS VISITED 4-3-63 AND THE SURFACE MARK WAS FOUND
 DJ1817'DISTURBED AND LEANING TO THE SOUTH.  THE UNDERGROUND MARK WAS
 DJ1817'FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS RESET IN ITS
 DJ1817'ORIGINAL POSITION OVER THE UNDERGROUND MARK (PLUMB BOB METHOD).
 DJ1817'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED
 DJ1817'FROM THE STATION BY A GARAGE BUILT ON LINE BETWEEN THE MARKS.
 DJ1817'REFERENCE MARK IS NOW 1 INCH BELOW THE SURFACE OF THE GROUND.
 DJ1817'BENCH MARK F 68 WAS FOUND DESTROYED AND THE DISK RECLAIMED AT
 DJ1817'THIS DATE.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 DJ1817'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 DJ1817'DESCRIPTION FOLLOWS-
 DJ1817'
 DJ1817'THE STATION IS LOCATED IN THE VILLAGE OF BECKER, ON PROPERTY
 DJ1817'OWNED BY MISS MARY HARMON, POST MISTRESS IN BECKER, AT THE
 DJ1817'JUNCTION OF STATE HIGHWAY 25 AND THE FRISCO RAILROAD, 118 FEET
 DJ1817'WEST-SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 25 AND THE
 DJ1817'FRISCO RAILROAD, 65 FEET WEST OF THE WEST RAIL OF THE TRACKS, 77
 DJ1817'FEET NORTHWEST OF MILEPOST 614.9, 29 FEET SOUTHEAST OF A POWER
 DJ1817'POLE, 74.5 FEET NORTH OF A TELEPHONE POLE, 37 FEET SOUTH OF THE
 DJ1817'SOUTHWEST CORNER OF A GARAGE, 18 FEET EAST OF A METAL WITNESS
 DJ1817'POST.  IT IS A STANDARD DISK, STAMPED BECKER 1950 1963, FLUSH
 DJ1817'WITH THE GROUND.
 DJ1817'
 DJ1817'REFERENCE MARK NO. 1 IS 106.18 FEET NORTH OF THE STATION, 49.5
 DJ1817'FEET WEST OF THE NORTHWEST CORNER OF THE POST OFFICE, 44.5 FEET
 DJ1817'NORTH OF THE NORTHWEST CORNER OF THE GARAGE, 86 FEET NORTH OF A
 DJ1817'POWER POLE, 45 FEET WEST OF A NORTH-SOUTH DITCH, 9 FEET SOUTHEAST
 DJ1817'OF A 10-INCH CEDAR TREE, AND 16 FEET SOUTH-SOUTHWEST OF A 12-INCH
 DJ1817'CEDAR TREE.  IT IS A STANDARD DISK, STAMPED BECKER NO 1 1950, 1
 DJ1817'INCH BELOW THE GROUND.
 DJ1817'
 DJ1817'REFERENCE MARK NO. 3 IS 101.84 FEET NORTHEAST OF THE STATION,
 DJ1817'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 DJ1817'FOUNDATION OF A WARNING SIGNAL FOR THE ROAD CROSSING, 16 FEET WEST OF
 DJ1817'THE WEST RAIL OF THE TRACKS, 18 FEET SOUTHWEST OF THE
 DJ1817'INTERSECTION OF THE CENTERLINE OF THE ROAD AND THE TRACKS, IT
 DJ1817'IS A STANDARD DISK, STAMPED BECKER NO 3 1950 1963.
 DJ1817'
 DJ1817'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 14 FEET EAST
 DJ1817'OF THE CENTER OF A FIELD ROAD, 31 FEET EAST-SOUTHEAST OF THE
 DJ1817'SOUTHEAST CORNER OF A TENANT HOUSE, 82 FEET WEST OF A FENCE LINE,
 DJ1817'97 FEET WEST OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS
 DJ1817'POST.  IT IS A STANDARD DISK, STAMPED BECKER 1950, FLUSH WITH
 DJ1817'THE GROUND.
 DJ1817'
 DJ1817'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON FIELD ROAD,
 DJ1817'CROSSING A SMALL WOODEN BRIDGE, TURN SHARP RIGHT, AND FOLLOW
 DJ1817'FENCE LINE NORTH, THEN WEST, THEN NORTH FOR 0.25 MILE TO THE
 DJ1817'TENANT HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.
 DJ1817
 DJ1817                          STATION RECOVERY (1981)
 DJ1817
 DJ1817'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1817'RECOVERED IN GOOD CONDITION.
 DJ1817
 DJ1817                          STATION RECOVERY (1982)
 DJ1817
 DJ1817'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1785 ***********************************************************************
 DK1785  DESIGNATION -  BEE
 DK1785  PID         -  DK1785
 DK1785  STATE/COUNTY-  MS/LEFLORE
 DK1785  USGS QUAD   -  GLENDORA (1983)
 DK1785
 DK1785                         *CURRENT SURVEY CONTROL
 DK1785  ___________________________________________________________________
 DK1785* NAD 83(1993)-  33 48 29.44598(N)    090 16 22.35765(W)     ADJUSTED  
 DK1785* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 DK1785  ___________________________________________________________________
 DK1785  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DK1785  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DK1785  HORZ ORDER  -  SECOND
 DK1785
 DK1785.The horizontal coordinates were established by classical geodetic methods
 DK1785.and adjusted by the National Geodetic Survey in May 1994.
 DK1785
 DK1785.The orthometric height was scaled from a topographic map.
 DK1785
 DK1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1785
 DK1785.The geoid height was determined by GEOID03.
 DK1785
 DK1785;                    North         East     Units Scale Factor Converg.
 DK1785;SPC MS W     -   477,673.062   705,597.477   MT  0.99995039   +0 02 01.1
 DK1785;SPC MS W     - 1,567,165.70  2,314,947.72   sFT  0.99995039   +0 02 01.1
 DK1785;UTM  15      - 3,744,231.997   752,445.143   MT  1.00038571   +1 31 05.6
 DK1785
 DK1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1785!SPC MS W     -   0.99999736  x   0.99995039  =   0.99994775
 DK1785!UTM  15      -   0.99999736  x   1.00038571  =   1.00038307
 DK1785
 DK1785:                Primary Azimuth Mark                     Grid Az
 DK1785:SPC MS W     -  SIX MILE                                 139 53 15.8
 DK1785:UTM  15      -  SIX MILE                                 138 24 11.3
 DK1785
 DK1785|---------------------------------------------------------------------|
 DK1785| PID    Reference Object                     Distance      Geod. Az  |
 DK1785|                                                           dddmmss.s |
 DK1785| DK1770 SIX MILE                            APPROX.14.3 KM 1395516.9 |
 DK1785| DK1773 MINTER CITY OIL MILL INC TANK       APPROX. 7.2 KM 2013858.3 |
 DK1785| CY5254 BEE RM 1                             45.757 METERS 20613     |
 DK1785| CY5256 BEE RM 3                             82.677 METERS 22626     |
 DK1785| CY5255 BEE RM 2                             45.528 METERS 26940     |
 DK1785| CY5253 BEE AZ MK                                          3295907.4 |
 DK1785|---------------------------------------------------------------------|
 DK1785
 DK1785                          SUPERSEDED SURVEY CONTROL
 DK1785
 DK1785  NAD 83(1986)-  33 48 29.45693(N)    090 16 22.35482(W) AD(       ) 2
 DK1785  NAD 27      -  33 48 29.04240(N)    090 16 22.04190(W) AD(       ) 2
 DK1785
 DK1785.Superseded values are not recommended for survey control.
 DK1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1785.See file dsdata.txt to determine how the superseded data were derived.
 DK1785
 DK1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5244544232(NAD 83)
 DK1785_MARKER: DS = TRIANGULATION STATION DISK
 DK1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1785
 DK1785  HISTORY     - Date     Condition        Report By
 DK1785  HISTORY     - 1957     MONUMENTED       CGS
 DK1785  HISTORY     - 1960     GOOD             MSHD
 DK1785  HISTORY     - 1968     GOOD             CGS
 DK1785  HISTORY     - 1983     GOOD             MSU
 DK1785  HISTORY     - 1983     GOOD             LOCENG
 DK1785
 DK1785                          STATION DESCRIPTION
 DK1785
 DK1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1785'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF GLENDORA,
 DK1785'4 MILES NORTH-NORTHEAST OF MINTER CITY, 0.2 MILE WEST OF BEE
 DK1785'LAKE AND 0.15 MILE SOUTH OF THE LEFLORE-TALLAHATCHIE COUNTY
 DK1785'LINE, IN SECTION 2, R 1 W, T 22 N.  IT IS ON THE EAST SIDE
 DK1785'OF THE ROAD PARALLELING THE ILLINOIS CENTRAL RAILROAD TRACKS,
 DK1785'ON THE NORTH SIDE OF JONES GROVE CHURCH AND ON LAND OWNED BY
 DK1785'CLIFTON BISHOP.
 DK1785'
 DK1785'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE HIGHWAY
 DK1785'8, ABOUT 1/2 MILE WEST OF MINTER CITY, GO NORTH ON HIGHWAY
 DK1785'49E FOR 4.6 MILES TO THE LE FLORE-TALLAHATCHIE COUNTY LINE,
 DK1785'CONTINUE ON HIGHWAY FOR 0.65 MILE TO A CROSSROAD.  TURN RIGHT,
 DK1785'GO EASTERLY ON A GRAVEL ROAD FOR 1.15 MILES TO WHERE THE
 DK1785'ROAD TURNS SOUTH, ALONG EAST SIDE OF THE RAILROAD.  TURN
 DK1785'RIGHT, SOUTH, AND GO 0.95 MILE TO AZIMUTH MARK ON THE RIGHT.
 DK1785'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE TO THE JONES
 DK1785'GROVE CHURCH AND THE STATION ON THE LEFT.
 DK1785'
 DK1785'STATION MARKS ARE STANDARD DISKS STAMPED BEE 1957.  THE SURFACE
 DK1785'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 DK1785'OF THE GROUND.  IT IS 198 FEET NORTHEAST OF CENTER OF GRAVEL
 DK1785'ROAD, 125 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE, 41
 DK1785'FEET NORTHWEST OF THE NORTHEAST CORNER OF CHURCH AND 28 FEET
 DK1785'NORTH OF THE NORTHWEST CORNER OF CHURCH.  THE UNDERGROUND
 DK1785'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 DK1785'THE SURFACE OF THE GROUND.
 DK1785'
 DK1785'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEE NO 1 1957,
 DK1785'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF
 DK1785'THE GROUND.  IT IS 102 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK1785'OF CHURCH AND 87 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.
 DK1785'
 DK1785'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEE NO 2 1957,
 DK1785'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF
 DK1785'THE GROUND.  IT IS 57 FEET NORTHEAST OF CENTER OF GRAVEL
 DK1785'ROAD, 24 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE AND
 DK1785'3 FEET EAST OF A POWER LINE POLE.
 DK1785'
 DK1785'AZIMUTH MARK, A STANDARD DISK STAMPED BEE 1957, IS SET IN
 DK1785'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 142
 DK1785'FEET SOUTH OF THE SOUTH ENTRANCE TO THE BISHOP RANCH AND 38
 DK1785'FEET SOUTHWEST OF CENTER OF GRAVEL ROAD, 17-1/2 FEET NORTHEAST
 DK1785'OF THE EASTERLY RAIL OF RAILROAD AND 1-1/2 FEET SOUTHEAST
 DK1785'OF A TELEPHONE POLE.  A STANDARD WITNESS POST WAS SET 1-1/2
 DK1785'FEET EAST OF THE MARK.
 DK1785'
 DK1785'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1785
 DK1785                          STATION RECOVERY (1960)
 DK1785
 DK1785'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1785'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND
 DK1785'AS DESCRIBED.  REFERENCE MARK NO. 1 IS NOW IN A COTTON FIELD
 DK1785'AND IT HAS BEEN HIT SEVERAL TIMES BY FARM MACHINERY.  THE
 DK1785'DESCRIPTION IS ADEQUATE.
 DK1785'
 DK1785'THIS STATION WAS NOT OCCUPIED.
 DK1785
 DK1785                          STATION RECOVERY (1968)
 DK1785
 DK1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1785'THE STATION WAS VISITED 5-15-68 AND THE STATION, RM NO. 2
 DK1785'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 DK1785'MARK NO. 1 WAS FOUND DESTROYED AND REFERENCE MARK NO. 3
 DK1785'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK1785'
 DK1785'THE STATION IS LOCATED 3.9 MILES NE OF MINTER CITY, AT THE
 DK1785'JONES GROVE CHURCH WITH SURROUNDING LAND OWNED BY MR. DAN
 DK1785'RENOLDS, 0.2 MILES WEST OF BEE LAKE, 2 MILES SOUTH OF GLENBORG
 DK1785'IN THE NW 1/4 OF SEC. 2, T 22 N, R 1 W.  IT IS 201 FEET
 DK1785'EAST-NORTHEAST OF THE CENTERLINE OF GRAVELED ROAD, 41 FEET
 DK1785'NORTHWEST OF NORTHEAST CORNER OF A CHURCH, 125 FEET EAST
 DK1785'OF SOUTHEAST CORNER OF THE TENANT HOUSE, 28.5 FEET NORTHEAST
 DK1785'OF THE NORTHWEST CORNER OF THE CHURCH, 32 FEET SOUTHWEST OF
 DK1785'A FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS
 DK1785'A TRIAGULATION STATION DISK STAMPED BEE 1957, FLUSH WITH
 DK1785'GROUND.
 DK1785'
 DK1785'REFERENCE MARK NO. 2 IS 149.37 FEET WEST OF STATION.  IT IS
 DK1785'59 FEET EAST-NORTHEAST OF THE CENTERLINE OF GRAVELED ROAD, 24
 DK1785'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 3 FEET
 DK1785'EAST OF POWER POLE WITH A TRANSFORMER, 7 FEET WEST OF THE
 DK1785'CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTH OF A METAL WITNESS
 DK1785'POST.  IT IS A REFERENCE MARK DISK STAMPED BEE NO 2 1957,
 DK1785'PROJECTS 2-INCHES.
 DK1785'
 DK1785'REFERENCE MARK NO. 3 IS 271.25 FEET SOUTHWEST OF STATION,
 DK1785'IN LINE WITH A ROW OF TELEGRAPH POLES, 52 FEET SOUTH-SOUTHWEST
 DK1785'OF THE CENTERLINE OF ROAD, 17 FEET NORTH-NORTHEAST OF EAST
 DK1785'RAIL OF TRACKS, 2 FEET SOUTH OF TELEGRAPH POLE, 1 FOOT
 DK1785'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 DK1785'MARK DISK STAMPED BEE 1957 NO 3 1968, PROJECTS 3 FEET LOWER
 DK1785'THAN TRACKS, ABOUT LEVEL WITH ROAD.
 DK1785'
 DK1785'THE AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  IT IS 36
 DK1785'FEET WEST-NORTHWEST OF THE CENTERLINE OF GRAVELED ROAD, 18
 DK1785'FEET EAST-NORTHEAST OF THE NORTHEAST RAIL OF ILLINOIS CENTRAL
 DK1785'RAILROAD TRACK, 97.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 DK1785'OF A WHITE WOODEN FENCE, 1 FOOT SOUTH OF A TELEGRAPH POLE,
 DK1785'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DK1785'AZIMUTH MARK DISK STAMPED BEE 1957, PROJECTS 4-INCHES.
 DK1785'
 DK1785'TO REACH THE STATION FROM THE T.Y. FLEMING SCHOOL AT MINTER
 DK1785'CITY, GO NORTHEAST ON U.S. HIGHWAY 49E FOR 3.7 MILES TO THE
 DK1785'TALLAHATCHIE-LEFLORE COUNTY LINE.  CONTINUE NORTH ON U.S.
 DK1785'HIGHWAY 49E FOR 0.6 MILE TO A SIDE ROAD RIGHT, JUST BEFORE
 DK1785'REACHING A BRIDGE OVER BLACK BAYOU, TURN RIGHT (E) AND CONTINUE
 DK1785'ON GRAVELED ROAD FOR 1.1 MILES TO RAILROAD CROSSING, CONTINUE
 DK1785'ALONG EAST SIDE OF TRACK FOR 0.9 MILE TO THE AZIMUTH MARK
 DK1785'ON THE RIGHT JUST PAST THE SOUTH ENTRANCE TO A PLANTATION
 DK1785'HOUSE, CONTINUE SOUTH FOR 0.3 MILE TO A DRIVEWAY, ON THE LEFT
 DK1785'AND CHURCH AND STATION ON THE LEFT.
 DK1785'
 DK1785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES
 DK1785'NE OF MINTER CITY.
 DK1785
 DK1785                          STATION RECOVERY (1983)
 DK1785
 DK1785'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (BS)
 DK1785'ALL MARKS GOOD AS DESCRIBED IN 1968.
 DK1785
 DK1785                          STATION RECOVERY (1983)
 DK1785
 DK1785'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (LB)
 DK1785'RM NO. 1 DESTROYED.
 DK1785'
 DK1785'RM NO. 2 OK.
 DK1785'
 DK1785'RM NO. 3 NOT FOUND.
 DK1785'
 DK1785'AZIMUTH MARK-NOT FOUND.
 DK1785'
 DK1785'TRI. STA. BEE-FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1859 ***********************************************************************
 DJ1859  DESIGNATION -  BEE
 DJ1859  PID         -  DJ1859
 DJ1859  STATE/COUNTY-  MS/LOWNDES
 DJ1859  USGS QUAD   -  TRINITY (1987)
 DJ1859
 DJ1859                         *CURRENT SURVEY CONTROL
 DJ1859  ___________________________________________________________________
 DJ1859* NAD 83(1993)-  33 18 02.54431(N)    088 26 24.53501(W)     ADJUSTED  
 DJ1859* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DJ1859  ___________________________________________________________________
 DJ1859  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DJ1859  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ1859  HORZ ORDER  -  THIRD
 DJ1859
 DJ1859.The horizontal coordinates were established by classical geodetic methods
 DJ1859.and adjusted by the National Geodetic Survey in May 1994.
 DJ1859
 DJ1859.The orthometric height was scaled from a topographic map.
 DJ1859
 DJ1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1859
 DJ1859.The geoid height was determined by GEOID03.
 DJ1859
 DJ1859;                    North         East     Units Scale Factor Converg.
 DJ1859;SPC MS E     -   421,457.203   336,617.509   MT  0.99996653   +0 12 57.1
 DJ1859;SPC MS E     - 1,382,730.84  1,104,385.94   sFT  0.99996653   +0 12 57.1
 DJ1859;SPC AL W     -   366,355.186   512,443.604   MT  1.00002782   -0 30 58.3
 DJ1859;UTM  16      - 3,685,549.408   365,919.882   MT  0.99982165   -0 47 26.9
 DJ1859
 DJ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1859!SPC MS E     -   0.99999568  x   0.99996653  =   0.99996221
 DJ1859!SPC AL W     -   0.99999568  x   1.00002782  =   1.00002350
 DJ1859!UTM  16      -   0.99999568  x   0.99982165  =   0.99981733
 DJ1859
 DJ1859:                Primary Azimuth Mark                     Grid Az
 DJ1859:SPC MS E     -  BEE AZ MK                                000 08 02.9
 DJ1859:SPC AL W     -  BEE AZ MK                                000 51 58.3
 DJ1859:UTM  16      -  BEE AZ MK                                001 08 26.9
 DJ1859
 DJ1859|---------------------------------------------------------------------|
 DJ1859| PID    Reference Object                     Distance      Geod. Az  |
 DJ1859|                                                           dddmmss.s |
 DJ1859| CF9418 BEE AZ MK                                          0002100.0 |
 DJ1859| DJ1860 TRAVERSE STA M 63 USE 1955           18.364 METERS 00928     |
 DJ1859| CF9419 BEE RM 1                             26.001 METERS 10808     |
 DJ1859|---------------------------------------------------------------------|
 DJ1859
 DJ1859                          SUPERSEDED SURVEY CONTROL
 DJ1859
 DJ1859  NAD 83(1993)-  33 18 02.54751(N)    088 26 24.53331(W) AD(       ) 3
 DJ1859  NAD 83(1986)-  33 18 02.55233(N)    088 26 24.53517(W) AD(       ) 3
 DJ1859  NAD 27      -  33 18 02.11200(N)    088 26 24.39200(W) AD(       ) 3
 DJ1859
 DJ1859.Superseded values are not recommended for survey control.
 DJ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1859.See file dsdata.txt to determine how the superseded data were derived.
 DJ1859
 DJ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB6592085549(NAD 83)
 DJ1859_MARKER: DS = TRIANGULATION STATION DISK
 DJ1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1859
 DJ1859  HISTORY     - Date     Condition        Report By
 DJ1859  HISTORY     - 1955     MONUMENTED       CGS
 DJ1859  HISTORY     - 1963     GOOD             MSHD
 DJ1859
 DJ1859                          STATION DESCRIPTION
 DJ1859
 DJ1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1859'STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF COLUMBUS, ABOUT
 DJ1859'8.5 MILES NORTHEAST OF BROOKSVILLE AND ON PROPERTY OWNED BY
 DJ1859'TOM ALLEN.  IT IS 105 FEET SOUTHEAST OF THE SOUTHEAST ABUTMENT
 DJ1859'OF A SMALL CONCRETE BRIDGE, 80 FEET SOUTH OF A CREEK BANK,
 DJ1859'61 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 5 FEET EAST
 DJ1859'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 DJ1859'STAMPED BEE 1955.
 DJ1859'
 DJ1859'REFERENCE MARK NO. 1 IS 146 FEET EAST OF THE CENTER OF A
 DJ1859'GRAVEL ROAD, 50 FEET SOUTH OF A CREEK BANK AND 34 FEET NORTH
 DJ1859'OF A 34 INCH COTTONWOOD TREE.  THE MARK IS FLUSH AND THE DISK
 DJ1859'IS STAMPED BEE NO 1 1955.
 DJ1859'
 DJ1859'M 63 (USED) WAS USED AS A REFERENCE MARK.  IT IS 55 FEET EAST
 DJ1859'OF THE SOUTHEAST ABUTMENT OF THE BRIDGE, 51 FEET EAST OF THE
 DJ1859'CENTER OF A GRAVEL ROAD AND 19 FEET SOUTH OF A CREEK BANK.
 DJ1859'THE MARK IS A 4 X 5 INCH CONCRETE POST PROJECTING 8 INCHES
 DJ1859'WITH A BRONZE U.S. ENGINEERS DEPARTMENT DISK IN THE TOP
 DJ1859'STAMPED TRA. STA. M 63 1937.
 DJ1859'
 DJ1859'BENCH MARK Q 176 CAN BE USED AS AN AZIMUTH MARK.  IT IS 132
 DJ1859'FEET NORTH OF THE NORTHWEST CORNER OF A BRICK SCHOOL BUILDING,
 DJ1859'26 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF
 DJ1859'A FENCE CORNER AND 2 FEET EAST OF A WHITE WITNESS POST.  THE
 DJ1859'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DJ1859'DISK SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING
 DJ1859'2 INCHES, AND THE DISK IS STAMPED Q 176 1946.
 DJ1859'
 DJ1859'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBUS, GO
 DJ1859'WEST ON U.S. HIGHWAY 82 FOR 0.4 MILE TO THE TOMBIGBEE RIVER
 DJ1859'BRIDGE, CONTINUE WEST ON HIGHWAY 82 FOR 0.25 MILE TO A FORK,
 DJ1859'TAKE THE LEFT FORK AND GO SOUTH ON GRAVEL ROAD FOR 8.5 MILES TO
 DJ1859'A T ROAD, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.4 MILE TO
 DJ1859'A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 DJ1859'2.5 MILES TO A BRICK SCHOOL BUILDING ON THE LEFT AND BENCH MARK
 DJ1859'Q 176 AS DESCRIBED.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.25
 DJ1859'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DJ1859'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.35 MILE TO A
 DJ1859'CONCRETE BRIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 DJ1859'
 DJ1859'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1859
 DJ1859                          STATION RECOVERY (1963)
 DJ1859
 DJ1859'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1859'THE STATION WAS VISITED 3-14-63 AND ALL MARKS WERE FOUND IN
 DJ1859'GOOD CONDITION.  THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ1859'
 DJ1859'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION,
 DJ1859'THE AZIMUTH MARK AND M 63 (U.S.E.D.).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0265 ***********************************************************************
 DK0265  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0265  CBN         -  This is a Cooperative Base Network Control Station.
 DK0265  DESIGNATION -  BEE LAKE
 DK0265  PID         -  DK0265
 DK0265  STATE/COUNTY-  MS/HOLMES
 DK0265  USGS QUAD   -  THORNTON (1982)
 DK0265
 DK0265                         *CURRENT SURVEY CONTROL
 DK0265  ___________________________________________________________________
 DK0265* NAD 83(2007)-  33 02 48.89868(N)    090 19 32.86621(W)     ADJUSTED  
 DK0265* NAVD 88     -        34.36   (meters)     112.7    (feet)  GPS OBS   
 DK0265  ___________________________________________________________________
 DK0265  EPOCH DATE  -        2002.00
 DK0265  X           -     -30,430.447 (meters)                     COMP
 DK0265  Y           -  -5,351,558.887 (meters)                     COMP
 DK0265  Z           -   3,458,325.385 (meters)                     COMP
 DK0265  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DK0265  ELLIP HEIGHT-           7.510 (meters)          (02/15/08) ADJUSTED
 DK0265  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DK0265  HORZ ORDER  -  B
 DK0265  ELLP ORDER  -  FOURTH    CLASS II
 DK0265
 DK0265.The horizontal coordinates were established by GPS observations
 DK0265.and adjusted by the EMC INCORPORATED in February 2008.
 DK0265
 DK0265.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0265.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0265.The horizontal coordinates are valid at the epoch date displayed above.
 DK0265.The epoch date for horizontal control is a decimal equivalence
 DK0265.of Year/Month/Day.
 DK0265
 DK0265.The orthometric height was determined by GPS observations and a
 DK0265.high-resolution geoid model.
 DK0265.The orthometric height was determined by GPS observations and a
 DK0265.high-resolution geoid model using precise GPS observation and
 DK0265.processing techniques. It supersedes the leveled height previously
 DK0265.determined for this station.
 DK0265
 DK0265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0265
 DK0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0265
 DK0265.The ellipsoidal height was determined by GPS observations
 DK0265.and is referenced to NAD 83.
 DK0265
 DK0265.The geoid height was determined by GEOID03.
 DK0265
 DK0265;                    North         East     Units Scale Factor Converg.
 DK0265;SPC MS W     -   393,242.376   700,703.964   MT  0.99995001   +0 00 14.8
 DK0265;SPC MS W     - 1,290,162.70  2,298,892.92   sFT  0.99995001   +0 00 14.8
 DK0265;UTM  15      - 3,659,667.461   749,717.706   MT  1.00036894   +1 27 32.6
 DK0265
 DK0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0265!SPC MS W     -   0.99999882  x   0.99995001  =   0.99994883
 DK0265!UTM  15      -   0.99999882  x   1.00036894  =   1.00036776
 DK0265
 DK0265:                Primary Azimuth Mark                     Grid Az
 DK0265:SPC MS W     -  BEE LAKE AZ MK                           015 04 57.6
 DK0265:UTM  15      -  BEE LAKE AZ MK                           013 37 39.8
 DK0265
 DK0265|---------------------------------------------------------------------|
 DK0265| PID    Reference Object                     Distance      Geod. Az  |
 DK0265|                                                           dddmmss.s |
 DK0265| DK0266 BEE LAKE AZ MK                      APPROX. 0.9 KM 0150512.4 |
 DK0265| CY5257 BEE LAKE RM 1                        26.704 METERS 06725     |
 DK0265| DK0231 P 52                                 83.772 METERS 09214     |
 DK0265| DK0267 BEE LAKE RM 2                        28.435 METERS 17727     |
 DK0265|---------------------------------------------------------------------|
 DK0265
 DK0265                          SUPERSEDED SURVEY CONTROL
 DK0265
 DK0265  NAD 83(2007)-  33 02 48.89872(N)    090 19 32.86644(W) AD(       ) 0
 DK0265  ELLIP H (02/10/07)    7.488  (m)                       GP(       )    
 DK0265  ELLIP H (04/15/02)    7.492  (m)                       GP(       ) 4 2
 DK0265  NAD 83(1993)-  33 02 48.89862(N)    090 19 32.86628(W) AD(       ) B
 DK0265  ELLIP H (02/15/02)    7.499  (m)                       GP(       ) 4 1
 DK0265  NAD 83(1993)-  33 02 48.89828(N)    090 19 32.86778(W) AD(       ) 3
 DK0265  ELLIP H (05/13/94)    7.546  (m)                       GP(       ) 4 1
 DK0265  NAD 83(1986)-  33 02 48.90956(N)    090 19 32.86209(W) AD(       ) 3
 DK0265  NAD 27      -  33 02 48.45100(N)    090 19 32.53840(W) AD(       ) 3
 DK0265  NAVD 88 (06/15/91)   34.391  (m)          112.83   (f) ADJUSTED    2 0
 DK0265  NGVD 29 (??/??/??)   34.450  (m)          113.02   (f) ADJUSTED    2 0
 DK0265
 DK0265.Superseded values are not recommended for survey control.
 DK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0265.See file dsdata.txt to determine how the superseded data were derived.
 DK0265
 DK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4971859667(NAD 83)
 DK0265_MARKER: DS = TRIANGULATION STATION DISK
 DK0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK0265_STAMPING: BEE LAKE 1957
 DK0265_MARK LOGO: CGS   
 DK0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0265+STABILITY: SURFACE MOTION
 DK0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0265+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 DK0265
 DK0265  HISTORY     - Date     Condition        Report By
 DK0265  HISTORY     - 1957     MONUMENTED       CGS
 DK0265  HISTORY     - 1960     GOOD             MSHD
 DK0265  HISTORY     - 1972     GOOD             MSHD
 DK0265  HISTORY     - 1972     GOOD             MSHD
 DK0265  HISTORY     - 1988     GOOD             NGS
 DK0265  HISTORY     - 19991117 GOOD             NGS
 DK0265  HISTORY     - 20000405 GOOD             NGS
 DK0265  HISTORY     - 20061207 GOOD             EMCINC
 DK0265
 DK0265                          STATION DESCRIPTION
 DK0265
 DK0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK0265'THE STATION IS LOCATED AT BEE LAKE, A SMALL SETTLEMENT AND
 DK0265'RAILWAY SIDING 4-1/2 MILES NORTH OF EDEN AND ABOUT 2-1/2
 DK0265'MILES SOUTH OF THORNTON, ALONG U.S. HIGHWAY 49E ON PROPERTY
 DK0265'OWNED BY MR. J.T. CALHOUN.  IT IS 86 FEET EAST OF THE CENTERLINE
 DK0265'OF THE HIGHWAY, 38 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 DK0265'SIDE ROAD, 18 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 DK0265'CONCRETE FOUNDATION PLATFORM, AND 13 FEET NORTH OF A WHITE
 DK0265'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 DK0265'DISK IS STAMPED BEE LAKE 1957.
 DK0265'
 DK0265'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 49E AND A
 DK0265'GRAVELED CROSSROAD IN EDEN, GO NORTH ON U.S. HIGHWAY 49E
 DK0265'FOR 4.45 MILES TO A DRIVE ROAD AND THE STATION ON THE RIGHT.
 DK0265'
 DK0265'REFERENCE MARK 1 IS 4 FEET NORTHWEST OF THE SOUTHWEST CORNER
 DK0265'OF AN IMPLEMENT SHED, AND 28 FEET NORTH OF THE CENTERLINE
 DK0265'OF THE GRAVELED ROAD.  THE MARK PROJECTS 2 INCHES, AND THE
 DK0265'DISK IS STAMPED BEE LAKE NO 1 1957.
 DK0265'
 DK0265'REFERENCE MARK 2 IS 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK0265'OF A SEED STORAGE SHED, AND 39 FEET EAST OF THE EAST SIDE
 DK0265'OF THE CONCRETE FOUNDATION PLATFORM.  THE MARK PROJECTS
 DK0265'2 INCHES, AND THE DISK IS STAMPED BEE LAKE NO 2 1957.
 DK0265'
 DK0265'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTERLINE OF U.S.
 DK0265'HIGHWAY 49E, 24 FEET SOUTH OF THE CENTERLINE OF A DRIVE ROAD,
 DK0265'2 FEET SOUTH OF A POWERLINE POLE, AND 3 FEET SOUTHWEST OF
 DK0265'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE
 DK0265'DISK IS STAMPED BEE LAKE 1957.
 DK0265'
 DK0265'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 DK0265'HIGHWAY 49E FOR 0.55 MILE TO THE MARK ON THE LEFT.
 DK0265'
 DK0265'BENCH MARK P 52 IS A STANDARD U.S.C AND GS BENCH MARK DISK SET IN
 DK0265'TOP OF A 10-INCH SQUARE POST AND PROJECTS 2 INCHES, STAMPED
 DK0265'P 52 1935.  IT IS 35 FEET WEST OF CENTER LINE OF MAIN LINE
 DK0265'RAILROAD AND 16 FEET N OF NORTHEAST CORNER OF DEPORT BUILDING.
 DK0265'
 DK0265'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK0265
 DK0265                          STATION RECOVERY (1960)
 DK0265
 DK0265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0265'THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE
 DK0265'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED
 DK0265'AND THE AREA WHERE MARK WAS SUPPOSED TO BE WAS DISTURBED.
 DK0265'THE DISCRIPTION IS ADEQUATE.
 DK0265'
 DK0265'THIS STATION WAS NOT OCCUPIED.
 DK0265
 DK0265                          STATION RECOVERY (1972)
 DK0265
 DK0265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK0265'THE STATION WAS VISITED 9-29-72 AND THE STATION MARK, RM
 DK0265'NO 2, BENCH MARK P 52, AND THE AZIMUTH MARK WERE FOUND IN
 DK0265'GOOD CONDITION.  RM NO 1 WAS NOT FOUND.  THE AZIMUTH MARK IS
 DK0265'VISIBLE FROM THE STATION.  NO ADDITIONAL RMS WERE SET BECAUSE
 DK0265'THE RM 2 AND BM P 52 ARE ADEQUATE.
 DK0265'
 DK0265'THE STATION IS LOCATED 2.2 MILES SOUTH OF THRONTON JUST NORTH
 DK0265'OF A CONCRETE PLATFORM IN A FARM EQUIPMENT PARKING AREA JUST
 DK0265'SOUTH OF A GRAVELED ROAD ABOUT 200 FEET NW OF THE ICRR TRACK.
 DK0265'IT IS 86 FEET ESE OF THE CENTER OF HIGHWAY 49, 39 FEET SSW
 DK0265'OF THE CENTER OF A GRAVELED ROAD, 39 FEET WNW OF THE CENTER
 DK0265'OF A NARROW BLACK TOP ROAD, 18 FEET ENE OF THE NW CORNER
 DK0265'OF A CONCRETE PLATFORM, 14 FEET NE OF THE NORTH SIDE OF THE
 DK0265'PLATFORM, 19 FEET NW OF THE NE CORNER OF THE PLATFORM, 75
 DK0265'FEET SW OF THE SW CORNER OF AN IMP SHED, AND 79 FEET WEST
 DK0265'OF A POWER POLE WITH A GUY WIRE.  IT IS A TRIANGULATION
 DK0265'DISK, STAMPED BEE LAKE 1957 FLUSH.
 DK0265'
 DK0265'REFERENCE MARK NO 2 IS 93.29 FEET SOUTH OF THE STATION.
 DK0265'IT IS 138 FEET ESE OF THE CENTER OF A GRAVELED ROAD, 11 FEET
 DK0265'ESE OF THE CENTER OF A NARROW BLACK TOP ROAD, 52 FEET NE OF THE
 DK0265'SE CORNER OF A CONCRETE PLATFORM, 39 FEET ESE OF THE EAST
 DK0265'EDGE OF THE PLATFORM, 3 FEET SSW OF THE SW CORNER OF A
 DK0265'SEED HOUSE AND 1 FOOT SSW OF A METAL WITNESS POST.  IT IS
 DK0265'A REFERENCE MARK DISK, STAMPED BEE LAKE NO 2 1957 PROJECTING
 DK0265'1 INCH.
 DK0265'
 DK0265'BENCH MARK P 52 IS 274.85 FEET EAST OF THE STATION.  IT IS
 DK0265'33 FEET NW OF THE NW RAIL OF THE MAIN TRACK, 31 FEET SE
 DK0265'OF THE SE RAIL OF A SIDE TRACK, 84 FEET NE OF THE CENTER OF
 DK0265'A GRAVELED ROAD, LEADING ACROSS THE TRACK TO A FRAME CHURCH,
 DK0265'85.5 FEET EAST OF A TELEPHONE POLE, 55 FEET NW OF THE FIRST
 DK0265'POLE NE OF THE CROSSING, 93 FEET SSE OF POLE NO. 377, 1 FOOT
 DK0265'EAST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE
 DK0265'CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 DK0265'AND IS FLUSH WITH THE GROUND.  IT IS A BENCH MARK DISK,
 DK0265'STAMPED P 52 1935.
 DK0265'
 DK0265'THE AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION.  IT IS
 DK0265'58.5 FEET WEST OF THE CENTER OF HIGHWAY 49, 1.5 FEET SOUTH
 DK0265'OF A POWER POLE WITH A GUY POLE ACROSS THE HIGHWAY, 1 FOOT
 DK0265'NORTH OF A METAL WITNESS POST AND ABOUT 2 FEET BELOW THE
 DK0265'LEVEL OF THE HIGHWAY.  IT IS AN AZIMUTH MARK DISK, STAMPED
 DK0265'BEE LAKE 1957 PROJECTING 4 INCHES.
 DK0265'
 DK0265'TO REACH THE STATION FROM THE HIGHWAY 3 OVERPASS 3.5 MILES NORTH
 DK0265'OF YAZOO CITY GO NORTH ON U.S. HIGHWAY 49E FOR 8.5 MILES TO THE
 DK0265'CROSSROAD AT EDEN.  CONTINUE NORTH ON U.S. HIGHWAY E FOR
 DK0265'3.9 MILES TO A RAILROAD CROSSING.  CONTINUE NE ON HIGHWAY
 DK0265'49 FOR 0.7 MILE TO A SIDE ROAD AND THE STATION ON THE RIGHT.
 DK0265'TO REACH THE AZIMUTH CONTINUE NORTH ON HIGHWAY 49 FOR 0.6
 DK0265'MILE TO THE MARK ON THE LEFT.
 DK0265'
 DK0265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 DK0265'SOUTH OF THORTON
 DK0265
 DK0265                          STATION RECOVERY (1972)
 DK0265
 DK0265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0265'2.2 MI S FROM THORNTON.
 DK0265'THE MARK IS LOCATED 2.2 MILES SOUTH OF THORNTON JUST NORTH OF A
 DK0265'CONCRETE PLATFORM IN A FARM EQUIPMENT PARKING AREA JUST SOUTH OF A
 DK0265'GRAVELED ROAD, 4.4 MILES SOUTH OF EDEN IN THE NORTHWEST 1/4 OF SECTION
 DK0265'20, T 14N, R 1W ON THE PROPERTY OF MRS. J.T. CALHOUN.  IT IS 86 FEET
 DK0265'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 49, 39 FEET SOUTH-SOUTHWEST OF
 DK0265'THE CENTER OF A GRAVELED ROAD, 39 FEET WEST-NORTHWEST OF THE CENTER OF
 DK0265'A NARROW BLACK TOP ROAD, 18 FEET EAST-NORTHEAST OF THE NORTHWEST
 DK0265'CORNER OF A CONCRETE PLATFORM, 14 FEET NORTHEAST OF THE NORTH SIDE OF
 DK0265'THE PLATFORM, 19 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 DK0265'PLATFORM, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN IMPLIMENT
 DK0265'SHED, 79 FEET WEST OF A SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE
 DK0265'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 DK0265'HIGHWAY 3 OVERPASS 3.5 MILES NORTH OF YAZOO CITY GO NORTH ON U.S.
 DK0265'HIGHWAY 49E FOR 8.5 MILES TO THE CROSSROAD AT EDEN. CONTINUE NORTH ON
 DK0265'U.S. HIGHWAY 49E FOR 3.9 MILES TO A RAILROAD CROSSING. CONTINUE
 DK0265'NORTHEAST ON HIGHWAY 49 FOR 0.7 MILES TO A SIDE ROAD AND THE MARK ON
 DK0265'THE RIGHT.
 DK0265
 DK0265                          STATION RECOVERY (1988)
 DK0265
 DK0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 DK0265'THE STATION WAS RECOVERED AT THIS DATE.
 DK0265'A NEW DESCRIPTION FOLLOWS.
 DK0265'
 DK0265'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 DK0265'NORTH OF EDEN,
 DK0265'4.0 KM (2.5 MI) SOUTH OF THORNTON, ON THE EAST SIDE OF U.S. HIGHWAY
 DK0265'49E.
 DK0265'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 DK0265'
 DK0265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49E AND
 DK0265'49W, AT THE EAST EDGE OF YAZOO CITY, GO NORTH FOR
 DK0265'17.8 KM (11.05 MI) ON U.S. HIGHWAY 49E TO THE CROSS ROAD AT EDEN.
 DK0265'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 6.4 KM (3.95 MI) ON
 DK0265'HIGHWAY 49E TO A RAILROAD CROSSING.
 DK0265'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY
 DK0265'49E TO A GRAVEL ROAD AND THE STATION ON THE RIGHT.
 DK0265'
 DK0265'THE STATION IS A STANDARD CGS DISK
 DK0265'STAMPED---BEE LAKE 1957---,
 DK0265'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 DK0265'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 DK0265'26.21 METERS (86.0 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 DK0265'11.58 METERS (38.0 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 DK0265'22.86 METERS (75.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST WOODEN
 DK0265'POST SUPPORTING A LARGE SHED,
 DK0265'5.94 METERS (19.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 DK0265'LARGE CONCRETE PLATFORM,
 DK0265'4.57 METERS (15.0 FT) NORTH FROM THE NORTH EDGE OF THE CONCRETE
 DK0265'PLATFORM,
 DK0265'5.18 METERS (17.0 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 DK0265'CONCRETE PLATFORM, AND
 DK0265'4.57 METERS (15.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 DK0265'
 DK0265'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 DK0265
 DK0265                          STATION RECOVERY (1999)
 DK0265
 DK0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 DK0265'RECOVERED AS DESCRIBED.  UPDATED INFORMATION - DRIVING DIRECTIONS ARE
 DK0265'ADEQUATE.  REFER TO 1988 DESCRIPTION - STATION IS 5.79 M (19.0 FT)
 DK0265'NORTHWEST FROM THE NORTHEAST CORNER OF A CONCRETE FOUNDATION, 4.15 M
 DK0265'(13.62 FT) NORTH OF THE NORTH EDGE OF THE FOUNDATION, 5.49 M (18.01
 DK0265'FT) NORTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION, AND 4.15 M
 DK0265'(13.62 FT) NORTH OF AN ORANGE WITNESS POST.  THE LARGE WOODEN SHED TO
 DK0265'WHICH REFERED HAS COLLAPSED.
 DK0265
 DK0265                          STATION RECOVERY (2000)
 DK0265
 DK0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0265'RECOVERED AS DESCRIBED.
 DK0265
 DK0265                          STATION RECOVERY (2006)
 DK0265
 DK0265'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0266 ***********************************************************************
 DK0266  DESIGNATION -  BEE LAKE AZ MK
 DK0266  PID         -  DK0266
 DK0266  STATE/COUNTY-  MS/HOLMES
 DK0266  USGS QUAD   -  THORNTON (1982)
 DK0266
 DK0266                         *CURRENT SURVEY CONTROL
 DK0266  ___________________________________________________________________
 DK0266* NAD 83(2007)-  33 03 17.17239(N)    090 19 23.81539(W)     ADJUSTED  
 DK0266* NAVD 88     -        34.407  (meters)     112.88   (feet)  ADJUSTED  
 DK0266  ___________________________________________________________________
 DK0266  EPOCH DATE  -        2002.00
 DK0266  X           -     -30,192.942 (meters)                     COMP
 DK0266  Y           -  -5,351,085.226 (meters)                     COMP
 DK0266  Z           -   3,459,055.502 (meters)                     COMP
 DK0266  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DK0266  ELLIP HEIGHT-           7.565 (meters)          (02/15/08) ADJUSTED
 DK0266  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DK0266  DYNAMIC HT  -          34.370 (meters)     112.76  (feet)  COMP
 DK0266  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DK0266
 DK0266  HORZ ORDER  -  FIRST
 DK0266  VERT ORDER  -  SECOND    CLASS 0
 DK0266  ELLP ORDER  -  FOURTH    CLASS II
 DK0266
 DK0266.The horizontal coordinates were established by GPS observations
 DK0266.and adjusted by the EMC INCORPORATED in February 2008.
 DK0266
 DK0266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0266.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0266.The horizontal coordinates are valid at the epoch date displayed above.
 DK0266.The epoch date for horizontal control is a decimal equivalence
 DK0266.of Year/Month/Day.
 DK0266
 DK0266.The orthometric height was determined by differential leveling
 DK0266.and adjusted in June 1991.
 DK0266
 DK0266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0266
 DK0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0266
 DK0266.The ellipsoidal height was determined by GPS observations
 DK0266.and is referenced to NAD 83.
 DK0266
 DK0266.The geoid height was determined by GEOID03.
 DK0266
 DK0266.The dynamic height is computed by dividing the NAVD 88
 DK0266.geopotential number by the normal gravity value computed on the
 DK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0266.degrees latitude (g = 980.6199 gals.).
 DK0266
 DK0266.The modeled gravity was interpolated from observed gravity values.
 DK0266
 DK0266;                    North         East     Units Scale Factor Converg.
 DK0266;SPC MS W     -   394,113.381   700,938.697   MT  0.99995001   +0 00 19.7
 DK0266;SPC MS W     - 1,293,020.32  2,299,663.04   sFT  0.99995001   +0 00 19.7
 DK0266;UTM  15      - 3,660,544.514   749,930.335   MT  1.00037025   +1 27 38.7
 DK0266
 DK0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0266!SPC MS W     -   0.99999881  x   0.99995001  =   0.99994882
 DK0266!UTM  15      -   0.99999881  x   1.00037025  =   1.00036906
 DK0266
 DK0266:                Primary Azimuth Mark                     Grid Az
 DK0266:SPC MS W     -  BEE LAKE                                 195 04 57.7
 DK0266:UTM  15      -  BEE LAKE                                 193 37 38.7
 DK0266
 DK0266|---------------------------------------------------------------------|
 DK0266| PID    Reference Object                     Distance      Geod. Az  |
 DK0266|                                                           dddmmss.s |
 DK0266| DK0265 BEE LAKE                            APPROX. 0.9 KM 1950517.4 |
 DK0266|---------------------------------------------------------------------|
 DK0266
 DK0266                          SUPERSEDED SURVEY CONTROL
 DK0266
 DK0266  NAVD 88 (02/15/08)   34.41   (m)          112.9    (f) LEVELING    3  
 DK0266  NGVD 29 (??/??/??)   34.467  (m)          113.08   (f) ADJUSTED    2 0
 DK0266
 DK0266.Superseded values are not recommended for survey control.
 DK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0266.See file dsdata.txt to determine how the superseded data were derived.
 DK0266
 DK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4993060545(NAD 83)
 DK0266_MARKER: DZ = AZIMUTH MARK DISK
 DK0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0266_STAMPING: BEE LAKE 1957
 DK0266_MARK LOGO: NONE  
 DK0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0266+STABILITY: SURFACE MOTION
 DK0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0266+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 DK0266
 DK0266  HISTORY     - Date     Condition        Report By
 DK0266  HISTORY     - 1957     MONUMENTED       CGS
 DK0266  HISTORY     - 1972     GOOD             MSHD
 DK0266  HISTORY     - 20070125 GOOD             EMCINC
 DK0266
 DK0266                          STATION DESCRIPTION
 DK0266
 DK0266'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0266'1.6 MI S FROM THORNTON.
 DK0266'THE MARK IS LOCATED 1.6 MILES SOUTH OF THORNTON ON THE WEST ROW OF
 DK0266'U.S. HIGHWAY 49 IN THE SE 1/4 OF THE SW 1/4 OF SECTION 7, T 14N, R 1W.
 DK0266'IT IS ABOUT 0.55 MILE NORTH OF THE STATION, 58.5 FEET WEST OF THE
 DK0266'CENTER OF HIGHWAY 49, 1.5 FEET SOUTH OF A POWER POLE WITH A GUY POLE
 DK0266'ACROSS THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE
 DK0266'TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF
 DK0266'THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE HIGHWAY 3
 DK0266'OVERPASS ABOUT 3.5 MILES NORTH OF YAZOO CITY GO NORTH ON U.S. HIGHWAY
 DK0266'49E FOR 8.5 MILES TO THE CROSSROAD AT EDEN.  CONTINUE NORTH ON U.S.
 DK0266'HIGHWAY 49E FOR 3.9 MILES TO A RAILROAD CROSSING. CONTINUE NE ON U.S.
 DK0266'HIGHWAY 49E FOR 1.3 MILES TO THE MARK ON THE LEFT.
 DK0266
 DK0266                          STATION RECOVERY (2007)
 DK0266
 DK0266'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0267 ***********************************************************************
 DK0267  DESIGNATION -  BEE LAKE RM 2
 DK0267  PID         -  DK0267
 DK0267  STATE/COUNTY-  MS/HOLMES
 DK0267  USGS QUAD   -  THORNTON (1982)
 DK0267
 DK0267                         *CURRENT SURVEY CONTROL
 DK0267  ___________________________________________________________________
 DK0267* NAD 83(1986)-  33 02 45.     (N)    090 19 29.     (W)     SCALED    
 DK0267* NAVD 88     -        34.313  (meters)     112.58   (feet)  ADJUSTED  
 DK0267  ___________________________________________________________________
 DK0267  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DK0267  DYNAMIC HT  -          34.276 (meters)     112.45  (feet)  COMP
 DK0267  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 DK0267
 DK0267  VERT ORDER  -  SECOND    CLASS 0
 DK0267
 DK0267.The horizontal coordinates were scaled from a topographic map and have
 DK0267.an estimated accuracy of +/- 6 seconds.
 DK0267
 DK0267.The orthometric height was determined by differential leveling
 DK0267.and adjusted in June 1991.
 DK0267
 DK0267.The geoid height was determined by GEOID03.
 DK0267
 DK0267.The dynamic height is computed by dividing the NAVD 88
 DK0267.geopotential number by the normal gravity value computed on the
 DK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0267.degrees latitude (g = 980.6199 gals.).
 DK0267
 DK0267.The modeled gravity was interpolated from observed gravity values.
 DK0267
 DK0267;                    North         East    Units  Estimated Accuracy
 DK0267;SPC MS W     -   393,120.      700,800.      MT  (+/- 180 meters Scaled)
 DK0267
 DK0267                          SUPERSEDED SURVEY CONTROL
 DK0267
 DK0267  NGVD 29 (??/??/??)   34.372  (m)          112.77   (f) ADJUSTED    2 0
 DK0267
 DK0267.Superseded values are not recommended for survey control.
 DK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0267.See file dsdata.txt to determine how the superseded data were derived.
 DK0267
 DK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS498595(NAD 83)
 DK0267_MARKER: DR = REFERENCE MARK DISK
 DK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0267_STAMPING: BEE LAKE NO 2 1957
 DK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0267+STABILITY: SURFACE MOTION
 DK0267
 DK0267  HISTORY     - Date     Condition        Report By
 DK0267  HISTORY     - 1957     MONUMENTED       CGS
 DK0267  HISTORY     - 1972     GOOD             MSHD
 DK0267
 DK0267                          STATION DESCRIPTION
 DK0267
 DK0267'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0267'2.2 MI S FROM THORNTON.
 DK0267'THE MARK IS LOCATED 2.2 MILES SOUTH OF THORNTON NEAR THE SOUTHWEST
 DK0267'CORNER OF A SEED HOUSE IN A FARM EQUIPMENT STORAGE AREA IN BETWEEN
 DK0267'U.S. HIGHWAY 49E AND ILLINOIS CENTRAL RAILROAD TRACK JUST SOUTH OF A
 DK0267'GRAVELED ROAD, 4.4 MILES NORTH OF EDEN IN THE NORTHWEST 1/4 OF SECTION
 DK0267'20, T 14N, R 1W AND ON THE PROPERTY OF MRS. J. T. CALHOUN. IT IS 93.29
 DK0267'FEET SOUTH OF THE STATION, 138 FEET EAST-SOUTHEAST OF THE CENTER OF
 DK0267'HIGHWAY 49, 116 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 DK0267'11 FEET EAST-SOUTHEAST OF THE CENTER OF A NARROW BLACK TOP ROAD, 52
 DK0267'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PLATFORM, 39 FEET
 DK0267'EAST-SOUTHEAST OF THE EAST EDGE OF THE PLATFORM, 3 FEET
 DK0267'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SEED HOUSE, 1 FOOT
 DK0267'SOUTH-SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH
 DK0267'SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 DK0267'PROJECTS 1 INCH.  TO REACH FROM THE HIGHWAY 3 OVERPASS 3.5 MILES NORTH
 DK0267'OF YAZOO CITY GO NORTH ON U.S. HIGHWAY 49E FOR 8.5 MILES TO THE
 DK0267'CROSSROAD AT EDEN.  CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 3.9 MILES
 DK0267'TO A RAILROAD CROSSING.  CONTINUE NORTHEAST ON U.S. HIGHWAY 49E FOR
 DK0267'0.7 MILES TO A SIDE ROAD AND THE MARK ON THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2216 ***********************************************************************
 BW2216  DESIGNATION -  BEECH
 BW2216  PID         -  BW2216
 BW2216  STATE/COUNTY-  MS/COPIAH
 BW2216  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2216
 BW2216                         *CURRENT SURVEY CONTROL
 BW2216  ___________________________________________________________________
 BW2216* NAD 83(1993)-  31 58 33.11183(N)    090 15 58.49359(W)     ADJUSTED  
 BW2216* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 BW2216  ___________________________________________________________________
 BW2216  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BW2216  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW2216  HORZ ORDER  -  FIRST
 BW2216
 BW2216.The horizontal coordinates were established by classical geodetic methods
 BW2216.and adjusted by the National Geodetic Survey in May 1994.
 BW2216
 BW2216.The orthometric height was scaled from a topographic map.
 BW2216
 BW2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2216
 BW2216.The geoid height was determined by GEOID03.
 BW2216
 BW2216;                    North         East     Units Scale Factor Converg.
 BW2216;SPC MS W     -   274,475.085   706,340.427   MT  0.99995050   +0 02 07.9
 BW2216;SPC MS W     -   900,507.01  2,317,385.22   sFT  0.99995050   +0 02 07.9
 BW2216;UTM  15      - 3,541,025.564   758,328.450   MT  1.00042308   +1 26 54.6
 BW2216
 BW2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2216!SPC MS W     -   0.99998246  x   0.99995050  =   0.99993296
 BW2216!UTM  15      -   0.99998246  x   1.00042308  =   1.00040553
 BW2216
 BW2216|---------------------------------------------------------------------|
 BW2216| PID    Reference Object                     Distance      Geod. Az  |
 BW2216|                                                           dddmmss.s |
 BW2216| CY3393 BEECH RM 1                           31.047 METERS 03441     |
 BW2216| BW2217 BEECH 2                              41.981 METERS 12255     |
 BW2216| CY3394 BEECH RM 2                           23.238 METERS 17049     |
 BW2216| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX. 8.9 KM 2754659.2 |
 BW2216| CY3392 BEECH AZ MK                                        3025521.5 |
 BW2216|---------------------------------------------------------------------|
 BW2216
 BW2216                          SUPERSEDED SURVEY CONTROL
 BW2216
 BW2216  NAD 83(1986)-  31 58 33.12635(N)    090 15 58.48954(W) AD(       ) 1
 BW2216  NAD 27      -  31 58 32.56500(N)    090 15 58.17300(W) AD(       ) 1
 BW2216
 BW2216.Superseded values are not recommended for survey control.
 BW2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2216.See file dsdata.txt to determine how the superseded data were derived.
 BW2216
 BW2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5832841026(NAD 83)
 BW2216_MARKER: DS = TRIANGULATION STATION DISK
 BW2216_SETTING: 0 = UNSPECIFIED SETTING
 BW2216
 BW2216  HISTORY     - Date     Condition        Report By
 BW2216  HISTORY     - 1945     MONUMENTED       CGS
 BW2216  HISTORY     - 1955     GOOD             CGS
 BW2216  HISTORY     - 1958     GOOD             CGS
 BW2216  HISTORY     - 1970     GOOD             USGS
 BW2216
 BW2216                          STATION DESCRIPTION
 BW2216
 BW2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2216'THE STATION IS LOCATED ABOUT 6.5 MILES E OF THE CITY OF CRYSTAL
 BW2216'SPRINGS AND ABOUT 80 YARDS E OF T.L. COTTINGHAM FARM RESIDENCE.
 BW2216'IT IS LOCATED NEAR THE CENTER OF A SMALL TRIANGULAR PLOT OF
 BW2216'LAND THAT HAS VARIOUS SHRUBBERY PLANTED AND THE PLOT OF LAND
 BW2216'IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE HIGHWAY.  IT IS
 BW2216'76 FEET S OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD,
 BW2216'28 FEET NW OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD,
 BW2216'AND 21 FEET W OF A ROAD SIGN WHICH READS CRYSTAL SPRINGS 6.5
 BW2216'MILES, HOPEWELL 4.5 MILES.
 BW2216'
 BW2216'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW2216'POST, STAMPED BEECH 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2216'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2216'
 BW2216'REFERENCE MARK 1 IS 101.86 FEET N OF THE STATION, 25 FEET N
 BW2216'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 11 FEET
 BW2216'S OF AN E-W FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN
 BW2216'TOP OF A CONCRETE POST, STAMPED BEECH NO 1 1945, AND PROJECTS
 BW2216'ABOUT 3 INCHES.
 BW2216'
 BW2216'REFERENCE MARK 2 IS 76.24 FEET SE OF THE STATION, 44 FEET SW
 BW2216'OF A POWER LINE POLE, 13 FEET S OF A FARM DRIVEWAY, AND 1 FOOT
 BW2216'N OF AN E-W FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET
 BW2216'IN TOP OF A CONCRETE POST, STAMPED BEECH NO 2 1945, AND
 BW2216'PROJECTS ABOUT 3 INCHES.
 BW2216'
 BW2216'AZIMUTH MARK IS 0.6 MILE W OF THE STATION, 26 FEET N OF THE
 BW2216'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 4 FEET E OF
 BW2216'A STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 BW2216'IN TOP OF A CONCRETE POST, STAMPED BEECH 1945, AND PROJECTS
 BW2216'ABOUT 4 INCHES.
 BW2216'
 BW2216'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND A
 BW2216'20-FOOT STAND IS NEEDED.  THE AZIMUTH MARK IS SEEN DIRECTLY
 BW2216'OVER A FARMHOUSE.
 BW2216'
 BW2216'TO REACH THE STATION FROM THE W EDGE OF CRYSTAL SPRINGS AND
 BW2216'U.S. HIGHWAY 51, GO E ON MACADAM ROAD FOR 0.5 MILE TO A
 BW2216'RAILROAD TRACK WHICH IS THE W EDGE OF THE BUSINESS DISTRICT
 BW2216'OF CRYSTAL SPRINGS.  HERE TURN LEFT AND GO 1 BLOCK, THENCE
 BW2216'RIGHT AND FOLLOW MACADAM ROAD E FOR 1.5 MILES TO THE END OF
 BW2216'THE HARD-SURFACED ROAD, CONTINUE ON E ON GRAVELED ROAD FOR
 BW2216'1.9 MILES TO A T-ROAD INTERSECTION AND A SMALL COUNTRY STORE
 BW2216'ON THE LEFT.  TURN RIGHT AND GO 2.1 MILES TO A T-ROAD LEFT,
 BW2216'CONTINUE ON MAIN ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 BW2216'LEFT AS DESCRIBED.  CONTINUE ON E FOR 0.6 MILE TO THE
 BW2216'STATION ON THE RIGHT AS DESCRIBED.
 BW2216'
 BW2216'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BW2216
 BW2216                          STATION RECOVERY (1955)
 BW2216
 BW2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2216'THE STATION WAS VISITED ON SEPTEMBER 8, 1955, AND ALL MARKS
 BW2216'WERE FOUND IN GOOD CONDITION.  THE 1945 DESCRIPTION BY J.C.P.
 BW2216'IS ADEQUATE WITH A NEW TO REACH WHICH FOLLOWS--
 BW2216'
 BW2216'TO REACH THE STATION FROM THE RAILROAD STATION IN CRYSTAL
 BW2216'SPRINGS, GO N FOR TWO BLOCKS TO A SIDE STREET RIGHT, TURN
 BW2216'RIGHT AND GO 5.9 MI. TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BW2216'FOR 0.6 MI. TO THE STATION ON THE RIGHT IN A SMALL TRIANGULAR
 BW2216'PLOT OF GROUND FORMED BY THE ROADS.
 BW2216
 BW2216                          STATION RECOVERY (1958)
 BW2216
 BW2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BW2216'THE STATION WAS VISITED 1-14-58 AND ALL MARKS WERE FOUND IN
 BW2216'GOOD CONDITION.  THE STATION WAS MOVED AT THE REQUEST OF THE
 BW2216'MISSISSIPPI STATE HIGHWAY DEPARTMENT.  A NEW STATION BEECH
 BW2216'2 1958 WAS ESTABLISHED 41.981 METERS SOUTHEAST AND IN LINE
 BW2216'WITH THE AZIMUTH MARK.  A NEW AZIMUTH MARK AND REFERENCE
 BW2216'MARK NO. 3 WERE ESTABLISHED FOR BEECH 2 1958.  REFERENCE MARK
 BW2216'NO. 2 WAS USED AS A REFERENCE MARK FOR THE NEW STATION.  THE
 BW2216'AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE DESTROYED AT THIS
 BW2216'DATE.  BEECH 1945 WAS COMPLETELY DESTROYED AFTER BEECH 2 WAS
 BW2216'ESTABLISHED.
 BW2216
 BW2216                          STATION RECOVERY (1970)
 BW2216
 BW2216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 BW2216'ALL SURFACE MARKS FOUND IN GOOD CONDITION
 BW2216'
 BW2216'ALL DISTANCES CHECKED OK
 BW2216'
 BW2216'ALL DISCRIPTIONS ARE ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2217 ***********************************************************************
 BW2217  DESIGNATION -  BEECH 2
 BW2217  PID         -  BW2217
 BW2217  STATE/COUNTY-  MS/COPIAH
 BW2217  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2217
 BW2217                         *CURRENT SURVEY CONTROL
 BW2217  ___________________________________________________________________
 BW2217* NAD 83(1993)-  31 58 32.37105(N)    090 15 57.15141(W)     ADJUSTED  
 BW2217* NAVD 88     -       141.25   (+/-2cm)     463.4    (feet)  VERTCON   
 BW2217  ___________________________________________________________________
 BW2217  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BW2217  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW2217  HORZ ORDER  -  FIRST
 BW2217  VERT ORDER  -  THIRD ? (See Below)
 BW2217
 BW2217.The horizontal coordinates were established by classical geodetic methods
 BW2217.and adjusted by the National Geodetic Survey in May 1994.
 BW2217
 BW2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2217.The vertical order pertains to the NGVD 29 superseded value.
 BW2217
 BW2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2217
 BW2217.The geoid height was determined by GEOID03.
 BW2217
 BW2217;                    North         East     Units Scale Factor Converg.
 BW2217;SPC MS W     -   274,452.290   706,375.678   MT  0.99995050   +0 02 08.6
 BW2217;SPC MS W     -   900,432.22  2,317,500.87   sFT  0.99995050   +0 02 08.6
 BW2217;UTM  15      - 3,541,003.636   758,364.269   MT  1.00042331   +1 26 55.3
 BW2217
 BW2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2217!SPC MS W     -   0.99998195  x   0.99995050  =   0.99993245
 BW2217!UTM  15      -   0.99998195  x   1.00042331  =   1.00040525
 BW2217
 BW2217|---------------------------------------------------------------------|
 BW2217| PID    Reference Object                     Distance      Geod. Az  |
 BW2217|                                                           dddmmss.s |
 BW2217| CY3396 BEECH 2 RM 3                         21.809 METERS 20124     |
 BW2217| CY3394 BEECH RM 2                           31.544 METERS 26947     |
 BW2217| CY3392 BEECH AZ MK                                        3025524.0 |
 BW2217| BW2216 BEECH                                41.981 METERS 30255     |
 BW2217| CY3395 BEECH 2 AZ MK                                      3032631.4 |
 BW2217|---------------------------------------------------------------------|
 BW2217
 BW2217                          SUPERSEDED SURVEY CONTROL
 BW2217
 BW2217  NAD 83(1986)-  31 58 32.38556(N)    090 15 57.14734(W) AD(       ) 1
 BW2217  NAD 27      -  31 58 31.82410(N)    090 15 56.83090(W) AD(       ) 1
 BW2217  NGVD 29 (07/19/86)  141.27   (m)          463.5    (f) LEVELING    3  
 BW2217
 BW2217.Superseded values are not recommended for survey control.
 BW2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2217.See file dsdata.txt to determine how the superseded data were derived.
 BW2217
 BW2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5836441004(NAD 83)
 BW2217_MARKER: DS = TRIANGULATION STATION DISK
 BW2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2217
 BW2217  HISTORY     - Date     Condition        Report By
 BW2217  HISTORY     - 1958     MONUMENTED       CGS
 BW2217  HISTORY     - 1965     GOOD             MSHD
 BW2217  HISTORY     - 1965     GOOD             CGS
 BW2217  HISTORY     - 1970     GOOD             MSSU
 BW2217
 BW2217                          STATION DESCRIPTION
 BW2217
 BW2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BW2217'THE STATION IS LOCATED ABOUT 6.5 MILES EAST OF CRYSTAL SPRINGS,
 BW2217'ON PROPERTY OWNED BY MRS. T.L. COTTINGHAM, IN THE SOUTHEAST
 BW2217'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 27 AND A SIDE ROAD
 BW2217'LEADING SOUTH, ON THE TOP OF A 6-FOOT BANK AND ABOUT 125 YARDS
 BW2217'SOUTHEAST OF THE COTTINGHAM HOUSE, NEAR A SMALLER TENANT HOUSE.
 BW2217'IT IS 79 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 BW2217'HIGHWAY 27, 100 FEET EAST OF THE CENTER OF THE SIDEROAD, 46
 BW2217'FEET NORTHWEST OF THE NORTHWEST CORNER OF A RED BARN, 72 FEET
 BW2217'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL WHITE TENANT
 BW2217'HOUSE, 39 FEET SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST
 BW2217'WALL OF THE HOUSE, 69 FEET EAST-SOUTHEAST OF A POWER POLE
 BW2217'WITH WIRES LEADING TO THE TENANT HOUSE.  IT IS A
 BW2217'STANDARD DISK, STAMPED BEECH 2 1958, PROJECTING 8
 BW2217'INCHES.
 BW2217'
 BW2217'REFERENCE MARK NO. 2 IS 103.47 FEET WEST OF THE STATION, 28
 BW2217'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL
 BW2217'WHITE TENANT HOUSE, 44 FEET SOUTH-SOUTHWEST OF THE POWER POLE,
 BW2217'515 FEET EAST OF THE SIDE ROAD, AND 9.4 FEET SOUTH OF THE
 BW2217'CENTER OF THE DRIVEWAY LEADING TO THE TENANT HOUSE.  IT IS
 BW2217'A STANDARD DISK, STAMPED BEECH NO 2 1945, PROJECTING 2 INCHES.
 BW2217'NOTE--THE ARROW ON THE DIS POINTS TO BEECH 1945 WHICH IS ABOUT
 BW2217'100 DEGREES TO THE LEFT OF THE STATION.
 BW2217'
 BW2217'REFERENCE MARK NO. 3 IS 71.56 FEET SOUTH-SOUTHWEST OF THE STATION,
 BW2217'50 FEET EAST OF THE NORTHEAST CORNER OF THE SMALL WHITE TENANT
 BW2217'HOUSE, 47.3 FEET WEST OF THE SOUTHWEST CORNER OF THE RED BARN,
 BW2217'6.4 FEET WEST OF A FENCE CORNER AND NORTH POST OF A BOARD
 BW2217'GATE, 1 FOOT NORTH OF A FENCE LINE AND ABOUT 100 FEET EAST
 BW2217'OF A SMALL POND.  IT IS A STANDARD DISK, STAMPED BEECH 2
 BW2217'NO 3 1958, PROJECTING 6 INCHES.
 BW2217'
 BW2217'THE AZIMUTH MARK IS 0.6 MILE NORTHWEST OF THE STATION ON THE
 BW2217'TOP OF A 15-FOOT CUT BANK AND IN THE NORTHWEST ANGLE OF THE
 BW2217'INTERSECTION OF THE HIGHWAY AND A SIDE ROAD LEADING NORTHEAST,
 BW2217'AND IN FRONT OF AN ABANDONDED CHURCH.  IT IS 71.5 FEET
 BW2217'NORTHEAST OF THE CENTER OF THE HIGHWAY, 16.5 FEET SOUTHWEST
 BW2217'OF THE SOUTHWEST CORNER OF THE ABANDONDED CHURCH, 39 FEET
 BW2217'WEST-NORTHWEST OF THE ROAD LEADING NORTHEAST AND 69.5 FEET
 BW2217'WEST NORTHWEST OF A POWER POLE.  IT IS A STANDARD DISK,
 BW2217'STAMPED BEECH 2 1958, PROJECTING 6 INCHES.
 BW2217'
 BW2217'TO REACH THE STATION FROM THE RAILROAD STATION IN CRYSTAL
 BW2217'SPRINGS, GO NORTH FOR 2 BLOCKS TO A SIDE STREET RIGHT, EAST,
 BW2217'TURN RIGHT AND GO EAST AND SOUTHEAST ON STATE HIGHWAY 27 FOR
 BW2217'5.9 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE NORTHWEST
 BW2217'ANGLE OF THE INTERSECTION WITH A SIDEROAD LEADING NORTHEAST,
 BW2217'CONTINUE SOUTHEAST FOR 0.6 MILE TO A SIDE ROAD LEADING SOUTH
 BW2217'AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 BW2217'
 BW2217'NOTE--TRIANGULATION STATION BEECH 1945 WAS COMPLETELY DESTROYED
 BW2217'AFTER BEECH 2 1958 WAS ESTABLISHED.
 BW2217
 BW2217                          STATION RECOVERY (1965)
 BW2217
 BW2217'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2217'THE STATION WAS VISITED 11-2-65 AND THE STATION, R.M. 2, R.M.
 BW2217'3 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 HAD
 BW2217'BEEN DESTROYED.
 BW2217'
 BW2217'THE DESCRIPTION IS NO LONGER ADEQUATE DUE TO CHANGE IN ROADS.
 BW2217'
 BW2217'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE FRONT
 BW2217'ENTRANCE OF THE U.S. POST OFFICE IN EAST MARION STREET IN
 BW2217'CRYSTAL SPRINGS.  GO .08 MILES WEST TO EAST RAILROAD AVENUE.
 BW2217'TURN RIGHT AND GO NORTH .20 MILES TO LEE AVENUE.  TURN RIGHT
 BW2217'AND GO EAST 2.30 MILES TO HIGHWAY 27.  TURN RIGHT AND GO 2.87
 BW2217'MILES SOUTHEAST TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BW2217'.70 MILES TO THE STATION ON THE RIGHT.
 BW2217'
 BW2217'IT IS 80 FEET SOUTH OF CENTER OF YELLOW LINE OF HIGHWAY 27,
 BW2217'59 FEET WEST OF A 10 INCH OAK, 18 FEET NORTH OF DEEP WELL
 BW2217'PUMP.  1.5 FEET EAST OF A METAL WITNESS POST.
 BW2217'
 BW2217'R.M. 2 IS 39 FEET NORTHEAST OF FENCE CORNER, 7 FEET SOUTH OF
 BW2217'CENTER OF GRAVEL DRIVE, IS STAMPED BEECH NO 2 (1945) AND PROJECTS
 BW2217'2 INCHES.
 BW2217'
 BW2217'R.M. 3 IS 100 FEET EAST OF A SMALL POND, 47.3 FEET WEST OF
 BW2217'SOUTHWEST OF A RED BARN, 6.4 FEET WEST OF A FENCE CORNER AND
 BW2217'NORTH POST OF A BOARD GATE, 1 FOOT NORTH OF A FENCE LINE,
 BW2217'STAMPED BEECH 2 NO 3 1958 AND PROJECTS 6 INCHES.
 BW2217'
 BW2217'AZIMUTH MARK IS 72 FEET NORTHEAST, 31.50 FEET SOUTH OF 12
 BW2217'INCH PINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, IS
 BW2217'STAMPED BEECH 2 (1958) AND PROJECTS 4 INCHES.
 BW2217
 BW2217                          STATION RECOVERY (1965)
 BW2217
 BW2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2217'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BW2217'THE 1958 DESCRIPTION OF THE STATION AND THE DESCRIPTION OF HOW
 BW2217'TO REACH THE STATION IS ADEQUATE, BUT A NEW DESCRIPTION OF
 BW2217'HOW TO REACH THE STATION FOLLOWS.
 BW2217'
 BW2217'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 BW2217'STATE HIGHWAY 27 WHICH IS ABOUT 1-1/2 MILES NORTH OF CRYSTAL
 BW2217'SPRINGS.  GO SOUTHEAST, ON STATE HIGHWAY 27 FOR 5.05 MILES TO
 BW2217'THE AZIMUTH MARK ON THE RIGHT.  AZIMUTH MARK IS ABOUT 15 FEET
 BW2217'HIGHER ELEVATION THAN HIGHWAY 27.  CONTINUE SOUTHEAST, STRAIGHT
 BW2217'AHEAD, ON HIGHWAY 27 FOR 0.6 MILE TO A SURFACED SIDE ROAD
 BW2217'RIGHT.  TURN RIGHT AND FOLLOW THE SURFACED ROAD FOR ABOUT
 BW2217'150 FEET.  THENCE LEFT AND GO SOUTHEAST, ON A GRAVELED
 BW2217'DRIVEWAY, FOR ABOUT 200 FEET, TO THE TOP OF A RISE AND STATION.
 BW2217'A SMALL FRAME HOUSE IS ON THE RIGHT.
 BW2217'
 BW2217'PROPERTY, ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY
 BW2217'A MR. H.D. COTTINGHAM.
 BW2217'
 BW2217'STATION MARK IS ABOUT 15 FEET HIGHER ELEVATION THAN HIGHWAY 27.
 BW2217'
 BW2217'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 BW2217
 BW2217                          STATION RECOVERY (1970)
 BW2217
 BW2217'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2217'STATION, R.M. 2, R.M. 3, AND AZIMUTH MARKS FOUND IN GOOD
 BW2217'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2221 ***********************************************************************
 BW2221  DESIGNATION -  BEECH 2 RM A 1965
 BW2221  PID         -  BW2221
 BW2221  STATE/COUNTY-  MS/COPIAH
 BW2221  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2221
 BW2221                         *CURRENT SURVEY CONTROL
 BW2221  ___________________________________________________________________
 BW2221* NAD 83(1993)-  31 58 31.47322(N)    090 15 57.27093(W)     ADJUSTED  
 BW2221* NAVD 88     -       139.53   (+/-2cm)     457.8    (feet)  VERTCON   
 BW2221  ___________________________________________________________________
 BW2221  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BW2221  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW2221  HORZ ORDER  -  FIRST
 BW2221  VERT ORDER  -  THIRD ? (See Below)
 BW2221
 BW2221.The horizontal coordinates were established by classical geodetic methods
 BW2221.and adjusted by the National Geodetic Survey in May 1994.
 BW2221
 BW2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2221.The vertical order pertains to the NGVD 29 superseded value.
 BW2221
 BW2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2221
 BW2221.The geoid height was determined by GEOID03.
 BW2221
 BW2221;                    North         East     Units Scale Factor Converg.
 BW2221;SPC MS W     -   274,424.635   706,372.558   MT  0.99995050   +0 02 08.5
 BW2221;SPC MS W     -   900,341.49  2,317,490.63   sFT  0.99995050   +0 02 08.5
 BW2221;UTM  15      - 3,540,975.899   758,361.830   MT  1.00042330   +1 26 55.2
 BW2221
 BW2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2221!SPC MS W     -   0.99998222  x   0.99995050  =   0.99993272
 BW2221!UTM  15      -   0.99998222  x   1.00042330  =   1.00040551
 BW2221
 BW2221|---------------------------------------------------------------------|
 BW2221| PID    Reference Object                     Distance      Geod. Az  |
 BW2221|                                                           dddmmss.s |
 BW2221| BW2217 BEECH 2                              27.832 METERS 00628     |
 BW2221| CP2649 CRYSTAL                             APPROX.11.3 KM 2895649.6 |
 BW2221|---------------------------------------------------------------------|
 BW2221
 BW2221                          SUPERSEDED SURVEY CONTROL
 BW2221
 BW2221  NAD 83(1986)-  31 58 31.48763(N)    090 15 57.26687(W) AD(       ) 1
 BW2221  NAD 27      -  31 58 30.92624(N)    090 15 56.95039(W) AD(       ) 1
 BW2221  NGVD 29 (07/19/86)  139.55   (m)          457.8    (f) LEVELING    3  
 BW2221
 BW2221.Superseded values are not recommended for survey control.
 BW2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2221.See file dsdata.txt to determine how the superseded data were derived.
 BW2221
 BW2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5836240976(NAD 83)
 BW2221_MARKER: DS = TRIANGULATION STATION DISK
 BW2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2221+STABILITY: SURFACE MOTION
 BW2221
 BW2221  HISTORY     - Date     Condition        Report By
 BW2221  HISTORY     - 1965     MONUMENTED       CGS
 BW2221
 BW2221                          STATION DESCRIPTION
 BW2221
 BW2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2221'THE STATION IS LOCATED 6-1/2 MILES EAST OF CRYSTAL SPRINGS, ON
 BW2221'THE SAME PROPERTY AS TRIANGULATION STATION BEECH 2 1958.
 BW2221'
 BW2221'THE STATION MARK IS A STANDARD DISK, STAMPED BEEACH 2 RM A
 BW2221'1965, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS
 BW2221'4-INCHES BELOW THE GROUND SURFACE.  IT IS 75 FEET EAST-SOUTHEAST
 BW2221'OF THE SOUTHEAST CORNER OF A FARM HOUSE, 36.5 FEET SOUTHWEST
 BW2221'OF THE SOUTHWEST CORNER OF A BARN AND 13.5 FEET SOUTHWEST OF
 BW2221'THE NORTHWEST CORNER OF AN ANIMAL LOADING RAMP.
 BW2221'
 BW2221'A TRAVERSE CONNECTION WAS MADE TO BEECH 2 1958, THE DISTANCE
 BW2221'BEING 27.831 METERS OR 91.31 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2389 ***********************************************************************
 BW2389  DESIGNATION -  BEECHLAND
 BW2389  PID         -  BW2389
 BW2389  STATE/COUNTY-  MS/CLAIBORNE
 BW2389  USGS QUAD   -  WIDOWS CREEK (1986)
 BW2389
 BW2389                         *CURRENT SURVEY CONTROL
 BW2389  ___________________________________________________________________
 BW2389* NAD 83(1993)-  31 55 13.33685(N)    091 05 10.02144(W)     ADJUSTED  
 BW2389* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 BW2389  ___________________________________________________________________
 BW2389  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BW2389  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW2389  HORZ ORDER  -  THIRD
 BW2389
 BW2389.The horizontal coordinates were established by classical geodetic methods
 BW2389.and adjusted by the National Geodetic Survey in May 1994.
 BW2389
 BW2389.The orthometric height was scaled from a topographic map.
 BW2389
 BW2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2389
 BW2389.The geoid height was determined by GEOID03.
 BW2389
 BW2389;                    North         East     Units Scale Factor Converg.
 BW2389;SPC MS W     -   268,567.318   628,808.342   MT  1.00001248   -0 23 53.0
 BW2389;SPC MS W     -   881,124.61  2,063,015.37   sFT  1.00001248   -0 23 53.0
 BW2389;SPC LA N     -   158,355.663 1,133,702.383   MT  0.99991474   +0 44 51.1
 BW2389;SPC LA N     -   519,538.54  3,719,488.57   sFT  0.99991474   +0 44 51.1
 BW2389;UTM  15      - 3,533,207.809   680,947.482   MT  1.00000381   +1 00 44.0
 BW2389
 BW2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2389!SPC MS W     -   0.99999155  x   1.00001248  =   1.00000403
 BW2389!SPC LA N     -   0.99999155  x   0.99991474  =   0.99990629
 BW2389!UTM  15      -   0.99999155  x   1.00000381  =   0.99999536
 BW2389
 BW2389:                Primary Azimuth Mark                     Grid Az
 BW2389:SPC MS W     -  RUSS                                     139 21 18.9
 BW2389:SPC LA N     -  RUSS                                     138 12 34.8
 BW2389:UTM  15      -  RUSS                                     137 56 41.9
 BW2389
 BW2389|---------------------------------------------------------------------|
 BW2389| PID    Reference Object                     Distance      Geod. Az  |
 BW2389|                                                           dddmmss.s |
 BW2389| BW2387 RUSS                                APPROX. 5.0 KM 1385725.9 |
 BW2389| CY3398 BEECHLAND RM 1                       32.830 METERS 14500     |
 BW2389| BW2394 ALCORN COLLEGE WATER TANK           APPROX. 7.2 KM 2251410.1 |
 BW2389| CY3400 BEECHLAND RM 3                       14.612 METERS 22931     |
 BW2389| CY3399 BEECHLAND RM 2                       33.321 METERS 23510     |
 BW2389| CY3397 BEECHLAND AZ MK                                    3222854.3 |
 BW2389|---------------------------------------------------------------------|
 BW2389
 BW2389                          SUPERSEDED SURVEY CONTROL
 BW2389
 BW2389  NAD 83(1986)-  31 55 13.34984(N)    091 05 10.01814(W) AD(       ) 3
 BW2389  NAD 27      -  31 55 12.77371(N)    091 05 09.63373(W) AD(       ) 3
 BW2389
 BW2389.Superseded values are not recommended for survey control.
 BW2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2389.See file dsdata.txt to determine how the superseded data were derived.
 BW2389
 BW2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8094733208(NAD 83)
 BW2389_MARKER: DS = TRIANGULATION STATION DISK
 BW2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2389
 BW2389  HISTORY     - Date     Condition        Report By
 BW2389  HISTORY     - 1948     MONUMENTED       CGS
 BW2389  HISTORY     - 1956     GOOD             CGS
 BW2389  HISTORY     - 1970     GOOD             NGS
 BW2389
 BW2389                          STATION DESCRIPTION
 BW2389
 BW2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2389'STATION IS ON AN OPEN HILLTOP ABOUT 5 MILES NORTHWEST OF RUSSUM,
 BW2389'7 MILES SOUTHWEST OF PORT GIBSON, 0.5 MILE EAST OF BEECHLAND
 BW2389'SCHOOL, 80 FEET SOUTH OF THE SIGN MT. GOMER, 70 FEET SOUTH OF
 BW2389'ROAD AT T-ROAD JUNCTION, 26 FEET WEST OF AN 8-INCH PINE TREE,
 BW2389'AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2389'8 INCHES, AND THE DISK IS STAMPED BEECHLAND 1948.
 BW2389'
 BW2389'REFERENCE MARK NO. 1 IS 108.10 FEET SOUTHEAST OF STATION AND
 BW2389'20 FEET SOUTHWEST OF A 14-INCH PINE TREE.  THE MARK PROJECTS
 BW2389'5 INCHES, AND THE DISK IS STAMPED BEECHLAND NO 1 1948.
 BW2389'
 BW2389'REFERENCE MARK NO. 2 IS 109.32 FEET SOUTHWEST OF STATION AND
 BW2389'36 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND
 BW2389'THE DISK IS STAMPED BEECHLAND NO 2 1948.
 BW2389'
 BW2389'AZIMUTH MARK IS 0.15 MILE NORTHWEST OF STATION, 80 FEET WEST
 BW2389'OF DIRT ROAD, 30 FEET NORTH OF THREE LARGE CEDAR TREES, AND
 BW2389'2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2389'7 INCHES, AND THE DISK IS STAMPED BEECHLAND 1948.
 BW2389'
 BW2389'TO REACH STATION FROM POST OFFICE IN RUSSUM, GO NORTH ON U.S.
 BW2389'HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 BW2389'FOLLOW MAIN GRAVELED ROAD FOR 7.6 MILES TO T-ROAD JUNCTION AND
 BW2389'STATION ON LEFT.
 BW2389'
 BW2389'TO REACH AZIMUTH MARK FROM STATION, GO NORTHWEST FOR 0.15 MILE
 BW2389'TO AZIMUTH ON LEFT BY THREE CEDAR TREES.
 BW2389'
 BW2389'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2389
 BW2389                          STATION RECOVERY (1956)
 BW2389
 BW2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2389'THE STATION WAS VISITED 5-18-56 AND ALL THE MARKS WERE FOUND IN
 BW2389'GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE EXCEPT
 BW2389'THE AZIMUTH MARK IS NORTHEAST NOT NORTHWEST OF THE STATION.  A
 BW2389'NEW TO REACH FOLLOWS--
 BW2389'
 BW2389'TO REACH THE STATION FROM THE POST OFFICE AND PEARSON STORE IN
 BW2389'RUSSUM, GO NORTHEAST ON U.S. HIGHWAY 61 FOR 0.05 MILE TO A SIDE
 BW2389'ROAD LEFT, TURN LEFT AND GO 2.1 MILES TO A FORK, TAKE LEFT FORK
 BW2389'AND GO 5.15 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE
 BW2389'LEFT, ON THE TOP OF A 12 FOOT BANK OPPOSITE THE SIDE ROAD.
 BW2389
 BW2389                          STATION RECOVERY (1970)
 BW2389
 BW2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2389'THE STATION WAS VISITED 9-23-70 AND THE STATION MARK, AZIMUTH
 BW2389'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 BW2389'REFERENCE MARK NO. 2 WAS FOUND DESTROYED, THE DISK WAS RESTAMPED
 BW2389'NO. 3 AND THE MONUMENT USED TO ESTABLISH REFERENCE MARK NO. 3.
 BW2389'A NEW DESCRIPTION FOLLOWS--
 BW2389'
 BW2389'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF PORT
 BW2389'GIBSON, 5.5 MILES NORTHWEST OF RUSSUM AND ABOUT 0.5 MILE
 BW2389'EAST OF THE SITE OF THE OLD BEECHLAND SCHOOL.  IT IS 70 FEET
 BW2389'SOUTH OF THE INTERSECTION, 62 FEET SOUTHEAST OF THE CENTER OF THE
 BW2389'GRAVELED ROAD, 24 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 54
 BW2389'FEET EAST-SOUTHEAST OF THE GRANTS MARCH SIGN, 49.5 FEET
 BW2389'NORTHEAST OF A POWER POLE WITH A GUY WIRE, 47 FEET SOUTHEAST
 BW2389'OF THE EDGE OF A 10-FOOT BANK AND 1 FOOT SOUTHEAST OF A METAL
 BW2389'WITNESS POST.  IT IS A TRIANGULATION STATION DISK, STAMPED,
 BW2389'BEECHLAND 1948, PROJECTING 6 INCHES.
 BW2389'
 BW2389'REFERENCE MARK NO. 1 107.71 FEET SOUTHEAST OF THE STATION, 19
 BW2389'FEET EAST OF THE CENTER OF THE TRACK ROAD, 45.5 FEET SOUTH
 BW2389'OF A 12-INCH OAK TREE 31 FEET SOUTHWEST OF THE CENTER OF A
 BW2389'TRACK ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 BW2389'ABOUT 8.5 FEET LOWER THAN THE STATION.  IT IS A REFERENCE MARK
 BW2389'DISK, STAMPED BEECHLAND NO 1 1948, PROJECTING 6 INCHES.
 BW2389'
 BW2389'REFERENCE MARK NO. 3 IS 47.94 FEET SOUTH OF THE STATION, 3.5
 BW2389'FEET EAST OF A POWER POLE, 18 FEET EAST OF THE CENTER OF A
 BW2389'TRACK ROAD, 42 FEET SOUTH OF THE EDGE OF A 10-FOOT BANK, 1
 BW2389'FOOT WEST OF A METAL WITNESS POST, AND ABOUT 2.5 FEET LOWER
 BW2389'THAN THE STATION.  IT IS A REFERENCE MARK DISK, STAMPED BEECHLAND
 BW2389'NO 3 1948 1970, PROJECTING 6 ICHES.
 BW2389'
 BW2389'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION.  IT IS
 BW2389'78 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 30 FEET
 BW2389'WEST OF A 2-FOOT CEDAR TREE, 81 FEET EAST OF THE EAST EDGE
 BW2389'OF AN ABANDONDED HOUSE.  IT IS AN AZIMUTH MARK DISK.  STAMPED
 BW2389'BEECHLAND 1948, PROJECTING 8 INCHES.  THE MARK IS
 BW2389'NOT VISIBLE FROM THE STATION DUE TO LARGE TIMBER ON LINE.
 BW2389'
 BW2389'TO REACH THE STATION FROM THE POST OFFICE IN PORT GIBSON, GO
 BW2389'SOUTH ON MARKET STREET FOR 0.2 MILE TO THE INTERSECTION WITH
 BW2389'CARROL STREET.  TURN RIGHT, WEST, ON CARROL STREET FOR 1 BLOCK
 BW2389'TO A FORK, TAKE LEFT FORK AND GO SOUTHWEST FOR 7.1 MILES ON
 BW2389'RODNEY ROAD TO A SIDE ROAD LEFT, TURN LEFT SOUTH, AND GO 2.3
 BW2389'MILES ON A NARROW GRAVELED ROAD TO THE AZIMUTH MARK ON THE
 BW2389'RIGHT, NEAR AN OLD HOUSE.  CONTINUE SOUTH ON THE NARROW
 BW2389'GRAVELED ROAD FOR 0.15 MILE TO A T-INTERSECTION AND STATION ON
 BW2389'THE LEFT ON THE TOP OF A 10-FOOT CUT BANK.
 BW2389'
 BW2389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 BW2389'NW OF RUSSUM
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2114 ***********************************************************************
 DK2114  FBN         -  This is a Federal Base Network Control Station.
 DK2114  DESIGNATION -  BEL
 DK2114  PID         -  DK2114
 DK2114  STATE/COUNTY-  MS/HUMPHREYS
 DK2114  USGS QUAD   -  BELLEWOOD (1965)
 DK2114
 DK2114                         *CURRENT SURVEY CONTROL
 DK2114  ___________________________________________________________________
 DK2114* NAD 83(2007)-  33 08 44.77571(N)    090 30 50.06774(W)     ADJUSTED  
 DK2114* NAVD 88     -        33.0    (meters)     108.     (feet)  GPS OBS   
 DK2114  ___________________________________________________________________
 DK2114  EPOCH DATE  -        2002.00
 DK2114  X           -     -47,946.602 (meters)                     COMP
 DK2114  Y           -  -5,345,442.892 (meters)                     COMP
 DK2114  Z           -   3,467,509.653 (meters)                     COMP
 DK2114  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DK2114  ELLIP HEIGHT-           6.529 (meters)          (02/10/07) ADJUSTED
 DK2114  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK2114
 DK2114  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK2114  Type    PID    Designation                      North   East  Ellip
 DK2114  -------------------------------------------------------------------
 DK2114  NETWORK DK2114 BEL                               0.29   0.29   0.88
 DK2114  -------------------------------------------------------------------
 DK2114
 DK2114.This mark is at Belzoni Municipal Airport (1M2)
 DK2114
 DK2114.The horizontal coordinates were established by GPS observations
 DK2114.and adjusted by the National Geodetic Survey in February 2007.
 DK2114
 DK2114.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK2114.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK2114.The horizontal coordinates are valid at the epoch date displayed above.
 DK2114.The epoch date for horizontal control is a decimal equivalence
 DK2114.of Year/Month/Day.
 DK2114
 DK2114.The orthometric height was determined by GPS observations and a
 DK2114.high-resolution geoid model.
 DK2114
 DK2114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2114
 DK2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2114
 DK2114.The ellipsoidal height was determined by GPS observations
 DK2114.and is referenced to NAD 83.
 DK2114
 DK2114.The geoid height was determined by GEOID03.
 DK2114
 DK2114;                    North         East     Units Scale Factor Converg.
 DK2114;SPC MS W     -   404,219.917   683,153.380   MT  0.99995350   -0 05 55.4
 DK2114;SPC MS W     - 1,326,178.18  2,241,312.38   sFT  0.99995350   -0 05 55.4
 DK2114;UTM  15      - 3,670,199.094   731,887.217   MT  1.00026303   +1 21 35.7
 DK2114
 DK2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2114!SPC MS W     -   0.99999897  x   0.99995350  =   0.99995248
 DK2114!UTM  15      -   0.99999897  x   1.00026303  =   1.00026200
 DK2114
 DK2114:                Primary Azimuth Mark                     Grid Az
 DK2114:SPC MS W     -  BEL AZ MK                                216 35 48.8
 DK2114:UTM  15      -  BEL AZ MK                                215 08 17.7
 DK2114
 DK2114|---------------------------------------------------------------------|
 DK2114| PID    Reference Object                     Distance      Geod. Az  |
 DK2114|                                                           dddmmss.s |
 DK2114| DK2115 BEL AZ MK                           APPROX. 0.6 KM 2162953.4 |
 DK2114|---------------------------------------------------------------------|
 DK2114
 DK2114                          SUPERSEDED SURVEY CONTROL
 DK2114
 DK2114  ELLIP H (09/12/01)    6.523  (m)                       GP(       ) 3 1
 DK2114  NAD 83(1993)-  33 08 44.77538(N)    090 30 50.06763(W) AD(       ) B
 DK2114  ELLIP H (01/12/94)    6.581  (m)                       GP(       ) 4 1
 DK2114  ELLIP H (01/21/93)    6.187  (m)                       GP(       ) 4 2
 DK2114  NAD 83(1986)-  33 08 44.78864(N)    090 30 50.06194(W) AD(       ) 1
 DK2114  NAD 27      -  33 08 44.33867(N)    090 30 49.73132(W) AD(       ) 3
 DK2114  NGVD 29 (01/19/96)   33.2    (m)          109.     (f) GPS OBS     3  
 DK2114
 DK2114.Superseded values are not recommended for survey control.
 DK2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2114.See file dsdata.txt to determine how the superseded data were derived.
 DK2114
 DK2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3188770199(NAD 83)
 DK2114_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2114_SP_SET: CONCRETE POST
 DK2114_STAMPING: BEL 1986
 DK2114_MARK LOGO: NGS   
 DK2114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2114+STABILITY: SURFACE MOTION
 DK2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2114+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 DK2114
 DK2114  HISTORY     - Date     Condition        Report By
 DK2114  HISTORY     - 1986     MONUMENTED       NGS
 DK2114  HISTORY     - 1986     GOOD             NGS
 DK2114  HISTORY     - 19880119 GOOD
 DK2114  HISTORY     - 19900307 GOOD             NGS
 DK2114  HISTORY     - 19920908 GOOD             MSHD
 DK2114  HISTORY     - 19930511 GOOD
 DK2114  HISTORY     - 19940219 GOOD             NOS
 DK2114  HISTORY     - 19980203 GOOD             NGS
 DK2114  HISTORY     - 20000801 GOOD             NGS
 DK2114  HISTORY     - 20061207 GOOD             EMCINC
 DK2114
 DK2114                          STATION DESCRIPTION
 DK2114
 DK2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 DK2114'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 DK2114'SOUTHWEST OF BELZONI, AT THE BELZONI MUNICIPAL AIRPORT.
 DK2114'OWNERSHIP--CITY OF BELZONI, TERRY BROWN, AIRPORT MANAGER, BELZONI
 DK2114'MS 39038.  TELEPHONE (601) 247-2811.
 DK2114'
 DK2114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND
 DK2114'STATE HIGHWAY 12, AT THE WEST EDGE OF BELZONI, GO
 DK2114'SOUTH FOR 3.8 KM (2.35 MI) ON HIGHWAY 49W TO A PAVED ROAD ON THE
 DK2114'RIGHT,
 DK2114'TURN RIGHT AND GO WEST FOR 0.2 KM (0.15 MI) ON THE PAVED ROAD AND
 DK2114'PARKING RAMP TO THE NORTHWEST CORNER OF THE RAMP AND THE STATION.
 DK2114'
 DK2114'THE STATION IS A STANDARD NGS DISK
 DK2114'STAMPED---BEL 1986---,
 DK2114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK2114'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 DK2114'64.46 METERS (211.5 FT) SOUTHEAST FROM THE SECOND RUNWAY LIGHT
 DK2114'NORTH OF THE TAXIWAY,
 DK2114'14.63 METERS (48.0 FT) SOUTH-SOUTHEAST FROM THE WINDSOCK POLE,
 DK2114'1.68 METERS (5.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 DK2114'PARKING RAMP, AND
 DK2114'0.46 METERS (1.5 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 DK2114'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK2114'STAMPED---BEL 1986---,
 DK2114'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DK2114'
 DK2114'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 DK2114
 DK2114                          STATION RECOVERY (1986)
 DK2114
 DK2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DK2114'RECOVERED IN GOOD CONDITION.
 DK2114
 DK2114                          STATION RECOVERY (1988)
 DK2114
 DK2114'RECOVERED 1988
 DK2114'RECOVERED IN GOOD CONDITION.
 DK2114
 DK2114                          STATION RECOVERY (1990)
 DK2114
 DK2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DK2114'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF BELZONI, AT
 DK2114'THE BELZONI MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BELZONI, AIRPORT
 DK2114'MANAGER IS TERRY BROWN, BELZONI, MS 39038. TELEPHONE 601-247-2811.
 DK2114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND STATE
 DK2114'HIGHWAY 12, AT THE WEST EDGE OF BELZONI, GO SOUTH ALONG U.S. HIGHWAY
 DK2114'49W FOR 3.8 KM (2.4 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 DK2114'GO WEST ALONG THE PAVED ROAD FOR 0.08 KM (0.05 MI) TO A OFFICE
 DK2114'TRAILER ON THE LEFT AND APRON.  BEAR RIGHT AND GO ACROSS THE APRON
 DK2114'FOR 0.24 KM (0.15 MI) TO THE NORTHWEST CORNER AND THE STATION.
 DK2114'THE STATION IS 14.63 M (48.00 FT) SOUTH-SOUTHEAST FROM THE WINDSOCK
 DK2114'POLE, 1.68 M (5.51 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 DK2114'APRON.
 DK2114'DESCRIBED BY R.D.BALL.
 DK2114
 DK2114                          STATION RECOVERY (1992)
 DK2114
 DK2114'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DK2114'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF BELZONI, AT
 DK2114'THE MUNICIPAL AIRPORT. OWNERSHIP--CITY OF BELZONI, TERRY BROWN,
 DK2114'AIRPORT MANAGER, BELZONI 39038. TELEPHONE (601) 247-2811.
 DK2114'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST AND U.S.
 DK2114'HIGHWAY 49 IN BELZONI, GO SOUTH ON U.S. HIGHWAY 49 FOR 2.3 MI
 DK2114'(3.7 KM) TO A SIDE ROAD LEADING TO THE AIRPORT ON THE RIGHT, TURN
 DK2114'RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO A
 DK2114'PARKING RAMP ON THE RIGHT, THENCE NORTHEAST ON THE NORTHWEST SIDE OF
 DK2114'A PARKING RAMP FOR ABOUT 100 YDS TO THE MARK ON THE LEFT.
 DK2114'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, 2
 DK2114'INCHES BELOW THE GROUND, 224 FT (68.3 M) NORTHWEST OF THE NORTH POST
 DK2114'OF AN OPEN HANGAR, 211.5 FT (64.5 M) SOUTHEAST OF THE SECOND RUNWAY
 DK2114'LIGHT NORTH OF THE TAXIWAY, 48 FT (14.6 M) SOUTH-SOUTHEAST OF A
 DK2114'WINDSOCK POLE, 5.5 FT (1.7 M) NORTHWEST OF THE NORTH CORNER OF THE
 DK2114'PARKING RAMP AND 2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DK2114
 DK2114                          STATION RECOVERY (1993)
 DK2114
 DK2114'RECOVERED 1993
 DK2114'RECOVERED IN GOOD CONDITION.
 DK2114
 DK2114                          STATION RECOVERY (1994)
 DK2114
 DK2114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 DK2114'RECOVERED AS DESCRIBED.
 DK2114
 DK2114                          STATION RECOVERY (1998)
 DK2114
 DK2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DK2114'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF BELZONI, AT
 DK2114'THE BELZONI MUNICIPAL AIRPORT NEAR THE LIGHTED WINDSOCK.
 DK2114'OWNERSHIP--CITY OF BELZONI, CITY HALL, BELZONI MS 39038, AIRPORT
 DK2114'MANAGER JERRY HALBROOK, ASSISTANT AIRPORT MANAGER TERRY BROWN, PHONE
 DK2114'601-247-2811.  NOTE--CONTACT ASSISTANT AIRPORT MANAGER UPON ARRIVAL
 DK2114'FOR ACCESS ARRANGEMENTS.  ENTRANCE GATE IS LOCKED AT 5 P.M. DAILY. TO
 DK2114'REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 49 WEST AND STATE
 DK2114'HIGHWAY 12 EAST NEAR THE WEST SIDE OF BELZONI, GO SOUTH FOR 3.7 KM
 DK2114'(2.30 MI) ON HIGHWAY 49 TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 DK2114'RIGHT.  TURN RIGHT, WEST-NORTHWEST FOR 0.05 KM (0.05 MI) TO THE
 DK2114'AIRPORT OFFICE TRAILER ON THE LEFT.  CONTINUE WEST-NORTHWEST FOR 0.05
 DK2114'KM (0.05 MI) ON THE ENTRANCE ROAD TO A TIEDOWN AREA ON THE RIGHT. BEAR
 DK2114'RIGHT, NORTH FOR 0.1 KM (0.05 MI) CROSSING THE TIEDOWN AREA TO THE
 DK2114'NORTH CORNER AND THE STATION.  STATION IS 68.3 M (224.1 FT) NORTHWEST
 DK2114'OF THE NORTH POST OF AN OPEN HANGAR, 64.5 M (211.6 FT) SOUTHEAST OF
 DK2114'THE SECOND RUNWAY LIGHT NORTH OF THE TAXI/RAMP, 14.6 M (47.9 FT)
 DK2114'SOUTH-SOUTHEAST OF THE WINDSOCK POLE AND METAL WITNESS POST, 1.4 M
 DK2114'(4.6 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF THE TIEDOWN AREA, 0.65
 DK2114'M (2.13 FT) SOUTH OF A WITNESS POST, ABOUT 0.1 M (0.3 FT) BELOW THE
 DK2114'TIEDOWN AREA LEVEL AND RECESSED 7 CM BELOW THE GROUND SURFACE.
 DK2114
 DK2114                          STATION RECOVERY (2000)
 DK2114
 DK2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK2114'RECOVERED AS DESCRIBED.
 DK2114
 DK2114                          STATION RECOVERY (2006)
 DK2114
 DK2114'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2115 ***********************************************************************
 DK2115  DESIGNATION -  BEL AZ MK
 DK2115  PID         -  DK2115
 DK2115  STATE/COUNTY-  MS/HUMPHREYS
 DK2115  USGS QUAD   -  BELLEWOOD (1965)
 DK2115
 DK2115                         *CURRENT SURVEY CONTROL
 DK2115  ___________________________________________________________________
 DK2115* NAD 83(1993)-  33 08 29.63705(N)    090 31 03.38176(W)     ADJUSTED  
 DK2115* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 DK2115  ___________________________________________________________________
 DK2115  X           -     -48,293.944 (meters)                     COMP
 DK2115  Y           -  -5,345,694.664 (meters)                     COMP
 DK2115  Z           -   3,467,119.081 (meters)                     COMP
 DK2115  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DK2115  ELLIP HEIGHT-           6.406 (meters)          (05/13/94) ADJUSTED
 DK2115  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK2115  HORZ ORDER  -  THIRD
 DK2115  ELLP ORDER  -  FOURTH    CLASS I
 DK2115
 DK2115.This mark is at Belzoni Municipal Airport (1M2)
 DK2115
 DK2115.The horizontal coordinates were established by GPS observations
 DK2115.and adjusted by the National Geodetic Survey in May 1994.
 DK2115
 DK2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2115
 DK2115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2115
 DK2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2115
 DK2115.The ellipsoidal height was determined by GPS observations
 DK2115.and is referenced to NAD 83.
 DK2115
 DK2115.The geoid height was determined by GEOID03.
 DK2115
 DK2115;                    North         East     Units Scale Factor Converg.
 DK2115;SPC MS W     -   403,754.156   682,807.524   MT  0.99995364   -0 06 02.7
 DK2115;SPC MS W     - 1,324,650.09  2,240,177.68   sFT  0.99995364   -0 06 02.7
 DK2115;UTM  15      - 3,669,724.533   731,553.226   MT  1.00026112   +1 21 27.9
 DK2115
 DK2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2115!SPC MS W     -   0.99999899  x   0.99995364  =   0.99995263
 DK2115!UTM  15      -   0.99999899  x   1.00026112  =   1.00026011
 DK2115
 DK2115:                Primary Azimuth Mark                     Grid Az
 DK2115:SPC MS W     -  BEL                                      036 35 48.9
 DK2115:UTM  15      -  BEL                                      035 08 18.3
 DK2115
 DK2115|---------------------------------------------------------------------|
 DK2115| PID    Reference Object                     Distance      Geod. Az  |
 DK2115|                                                           dddmmss.s |
 DK2115| DK2114 BEL                                 APPROX. 0.6 KM 0362946.2 |
 DK2115|---------------------------------------------------------------------|
 DK2115
 DK2115                          SUPERSEDED SURVEY CONTROL
 DK2115
 DK2115  ELLIP H (01/21/93)    6.012  (m)                       GP(       ) 4 2
 DK2115  NAD 83(1986)-  33 08 29.65031(N)    090 31 03.37606(W) AD(       ) 3
 DK2115  NAD 27      -  33 08 29.20004(N)    090 31 03.04496(W) AD(       ) 3
 DK2115  NGVD 29 (09/20/88)   33.0    (m)          108.     (f) GPS OBS     3  
 DK2115
 DK2115.Superseded values are not recommended for survey control.
 DK2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2115.See file dsdata.txt to determine how the superseded data were derived.
 DK2115
 DK2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3155369725(NAD 83)
 DK2115_MARKER: DZ = AZIMUTH MARK DISK
 DK2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2115+STABILITY: SURFACE MOTION
 DK2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2115+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1988
 DK2115
 DK2115  HISTORY     - Date     Condition        Report By
 DK2115  HISTORY     - 1986     MONUMENTED       NGS
 DK2115  HISTORY     - 19880119 GOOD
 DK2115
 DK2115                          STATION DESCRIPTION
 DK2115
 DK2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 DK2115'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 DK2115'SOUTHWEST OF BELZONI, AT THE BELZONI MUNICIPAL AIRPORT, AT THE
 DK2115'SOUTH END OF THE RUNWAY.
 DK2115'OWNERSHIP--CITY OF BELZONI, TERRY BROWN, AIRPORT MANAGER, P.O. BOX
 DK2115'653, BELZONI MS 39038.  TELEPHONE (601) 247-2811.
 DK2115'
 DK2115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND
 DK2115'STATE HIGHWAY 12 AT THE WEST EDGE OF BELZONI, GO
 DK2115'SOUTH FOR 3.8 KM (2.35 MI) ON HIGHWAY 49W TO A PAVED ROAD ON THE
 DK2115'RIGHT TO AIRPORT.
 DK2115'TURN RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) ON PAVED ROAD TO PARKING
 DK2115'RAMP.  CONTINUE WEST ACROSS RAMP AND TAXIWAY FOR 0.1 KM (0.05 MI)
 DK2115'TO RUNWAY.  TURN LEFT AND GO SOUTHWEST ALONG RUNWAY TO RUNWAY END
 DK2115'AND STATION ON THE LEFT.
 DK2115'
 DK2115'THE STATION IS A STANDARD NGS DISK
 DK2115'STAMPED---BEL 1986---,
 DK2115'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK2115'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 DK2115'24.84 METERS (81.5 FT) SOUTHEAST FROM THE CENTER AND END OF RUNWAY,
 DK2115'14.32 METERS (47.0 FT) EAST-SOUTHEAST FROM THE EAST MOST THRESHOLD
 DK2115'LIGHT,
 DK2115'2.59 METERS (8.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A PAVED
 DK2115'TURN-OUT AREA,
 DK2115'0.46 METERS (1.5 FT) WEST FROM A CARSONITE WITNESS POST, ON THE
 DK2115'EXTENDED END OF THE RUNWAY AT THE SOUTHEAST CORNER OF THE PAVED
 DK2115'TURN-OUT AREA.
 DK2115'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK2115'STAMPED---BEL 1986---,
 DK2115'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DK2115'
 DK2115'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DK2115
 DK2115                          STATION RECOVERY (1988)
 DK2115
 DK2115'RECOVERED 1988
 DK2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1588 ***********************************************************************
 EG1588  DESIGNATION -  BELDEN
 EG1588  PID         -  EG1588
 EG1588  STATE/COUNTY-  MS/LEE
 EG1588  USGS QUAD   -  SHERMAN (1980)
 EG1588
 EG1588                         *CURRENT SURVEY CONTROL
 EG1588  ___________________________________________________________________
 EG1588* NAD 83(1993)-  34 18 41.15233(N)    088 47 11.26353(W)     ADJUSTED  
 EG1588* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 EG1588  ___________________________________________________________________
 EG1588  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EG1588  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1588  HORZ ORDER  -  THIRD
 EG1588
 EG1588.The horizontal coordinates were established by classical geodetic methods
 EG1588.and adjusted by the National Geodetic Survey in May 1994.
 EG1588
 EG1588.The orthometric height was scaled from a topographic map.
 EG1588
 EG1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1588
 EG1588.The geoid height was determined by GEOID03.
 EG1588
 EG1588;                    North         East     Units Scale Factor Converg.
 EG1588;SPC MS E     -   533,492.054   304,314.108   MT  0.99995023   +0 01 35.1
 EG1588;SPC MS E     - 1,750,298.51    998,403.87   sFT  0.99995023   +0 01 35.1
 EG1588;UTM  16      - 3,798,132.564   335,618.808   MT  0.99993308   -1 00 26.1
 EG1588
 EG1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1588!SPC MS E     -   0.99998798  x   0.99995023  =   0.99993821
 EG1588!UTM  16      -   0.99998798  x   0.99993308  =   0.99992106
 EG1588
 EG1588|---------------------------------------------------------------------|
 EG1588| PID    Reference Object                     Distance      Geod. Az  |
 EG1588|                                                           dddmmss.s |
 EG1588| EG1271 BELDEN 2 RM 3                                      01207     |
 EG1588| EG1270 BELDEN 2                             29.784 METERS 03335     |
 EG1588| EG1269 BELDEN RM 1                          22.512 METERS 05100     |
 EG1588| EG1556 TUPELO RAD STA WTWV MAST            APPROX. 7.0 KM 0783108.8 |
 EG1588| EG1560 TUPELO RAD STA WELO S MAST          APPROX. 7.6 KM 0995540.1 |
 EG1588| EG1554 TUPELO EAST MUN TANK                APPROX.11.6 KM 1203725.1 |
 EG1588| EG1552 TUPELO NORTH MUN TANK               APPROX. 8.7 KM 1234931.8 |
 EG1588| EG1557 TUPELO RAD STA WTUP MAST            APPROX.10.9 KM 1250738.7 |
 EG1588| EG1573 TUPELO CAMPBELL CO RAD MAST         APPROX. 9.9 KM 1362944.7 |
 EG1588| EG1555 TUPELO WEST MUN TANK                APPROX. 7.8 KM 1384059.7 |
 EG1588| CG3202 BELDEN RM 2                          19.589 METERS 13858     |
 EG1588| EG1574 TUPELO SOUTH MUN TANK               APPROX.11.0 KM 1414318.1 |
 EG1588| EG1572 TUPELO ROCKWELL CO TANK             APPROX.11.1 KM 1443553.0 |
 EG1588| EG1571 VERONA FIRE TOWER                   APPROX.11.5 KM 1535414.1 |
 EG1588| EG0523 BICKERSTAFF                         APPROX.12.4 KM 1552944.8 |
 EG1588| EG1587 AIRPORT BCN TUPELO AIRPORT          APPROX. 5.9 KM 1614020.7 |
 EG1588| EG0595 22 RHP                              APPROX. 0.8 KM 3303803.0 |
 EG1588|---------------------------------------------------------------------|
 EG1588
 EG1588                          SUPERSEDED SURVEY CONTROL
 EG1588
 EG1588  NAD 83(1993)-  34 18 41.16419(N)    088 47 11.26254(W) AD(       ) 3
 EG1588  NAD 83(1986)-  34 18 41.16418(N)    088 47 11.26172(W) AD(       ) 3
 EG1588  NAD 27      -  34 18 40.78305(N)    088 47 11.06164(W) AD(       ) 3
 EG1588
 EG1588.Superseded values are not recommended for survey control.
 EG1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1588.See file dsdata.txt to determine how the superseded data were derived.
 EG1588
 EG1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3561998133(NAD 83)
 EG1588_MARKER: DS = TRIANGULATION STATION DISK
 EG1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1588
 EG1588  HISTORY     - Date     Condition        Report By
 EG1588  HISTORY     - 1967     MONUMENTED       CGS
 EG1588  HISTORY     - 1974     SEE DESCRIPTION  NGS
 EG1588
 EG1588                          STATION DESCRIPTION
 EG1588
 EG1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EG1588'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF TUPELO, ON NORTHEAST
 EG1588'SIDE OF U S
 EG1588'HIGHWAY 78 AND ACROSS HIGHWAY FROM THE BELDEN BAPTIST
 EG1588'CHURCH IN BELDEN.  PERMISSION
 EG1588'WAS OBTAINED FROM MR.  HUGH STEVENSON
 EG1588'FROM BELDEN.
 EG1588'
 EG1588'TO REACH FROM THE JUNCTION OF U S HIGHWAY 78 AND 45 IN NORTH TUPELO,
 EG1588'GO NORTHWEST ON U S
 EG1588'HIGHWAY 78 FOR 5.2 MILES TO BELDEN BAPTIST CHURCH ON
 EG1588'LEFT.  TURN RIGHT OPPOSITE ENTRANCE
 EG1588'TO CHURCH AND GO NORTHEASTERLY
 EG1588'FOR 50 FEET TO FENCE AND GATE, PASS THROUGH GATE AND
 EG1588'TURN LEFT AND GO
 EG1588'NORTHWEST 0.05 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 EG1588'
 EG1588'STATION MARK, STAMPED BELDEN 1967, IS SET IN TOP OF CONCRETE CYLINDER
 EG1588'WHICH PROJECTS 8
 EG1588'INCHES.  IT IS 95 FEET SOUTHWEST OF SOUTHWEST EDGE
 EG1588'OF POND, 17 FEET NORTHEAST OF FENCE
 EG1588'AND 2 FEET EAST OF METAL WITNESS
 EG1588'POST.
 EG1588'
 EG1588'R M 1, STAMPED BELDEN NO 1 1967, IS SET IN TOP OF CONCRETE CYLINDER
 EG1588'WHICH PROJECTS 6
 EG1588'INCHES.  IT IS 91 FEET NORTHEAST OF FENCE, ABOUT 5
 EG1588'FEET LOWER IN ELEVATION THAN
 EG1588'STATION AND 1.8 FEET SOUTHWEST OF METAL
 EG1588'WITNESS POST.
 EG1588'
 EG1588'R M 2, STAMPED BELDEN NO 2 1967, IS SET IN TOP OF CONCRETE CYLINDER
 EG1588'WHICH PROJECTS 8
 EG1588'INCHES.  IT IS 40 FEET WEST OF WEST EDGE OF THE
 EG1588'WATER POND, 23.5 FEET NORTHEAST OF
 EG1588'FENCE, 1.9 FEET NORTH OF METAL
 EG1588'WITNESS POST AND 1.5 FEET LOWER IN ELVEATION THAN
 EG1588'STATION.
 EG1588'
 EG1588'AZIMUTH MARK, A U S GEOLOGICAL SURVEY BENCH MARK STAMPED 22 RHP 1951
 EG1588'307.  IT IS SET IN
 EG1588'A DRILLHOLE IN CURBING ON WEST END OF BRIDGE, IS
 EG1588'1.8 FEET EAST OF METAL WITNESS POST
 EG1588'AND PROJECTS ABOUT 10 INCHES
 EG1588'ABOVE FLOOR OF BRIDGE.
 EG1588'
 EG1588'TO REACH AZIMUTH MARK FROM THE BELDEN BAPTIST CHURCH, GO NORTHWEST ON
 EG1588'U S HIGHWAY 78 FOR
 EG1588'0.5 MILE TO BRIDGE AND MARK AS DESCRIBED.
 EG1588'
 EG1588'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1588
 EG1588                          STATION RECOVERY (1974)
 EG1588
 EG1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 EG1588'THE STATION WAS VISITED 7-21-74 AND ALL MARKS WERE FOUND IN GOOD
 EG1588'CONDITION.  THE STATION, 22RHP (USGS) 1951 AND REFERENCE MARK NO. 2
 EG1588'WERE REQUESTED MOVED DUE TO ROAD CONSTRUCTION.  REFERENCE MARK NO.
 EG1588'1 WAS LEFT AS FOUND AND USED AS A REFERENCE MARK FOR THE NEW
 EG1588'STATION.  THE NEW STATION BELDEN 2 1974 WAS ESTABLISHED 29.784
 EG1588'METERS NORTHWEST OF THE STATION.  THE DISKS FOR THE
 EG1588'STATION MARK AND REFERENCE MARK NO. 2 WERE RECLAIMED AT THIS
 EG1588'DATE.  22 RHP 1951 WAS RESET IN A NEW BRIDGE 9-11-74 AS 22RHP
 EG1588'RESET 1974.  SEE DESCRIPTION FOR THE NEW STATION.
 EG1588'
 EG1588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES NW OF
 EG1588'TUPELO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1270 ***********************************************************************
 EG1270  DESIGNATION -  BELDEN 2
 EG1270  PID         -  EG1270
 EG1270  STATE/COUNTY-  MS/LEE
 EG1270  USGS QUAD   -  SHERMAN (1980)
 EG1270
 EG1270                         *CURRENT SURVEY CONTROL
 EG1270  ___________________________________________________________________
 EG1270* NAD 83(1993)-  34 18 41.95765(N)    088 47 10.61929(W)     ADJUSTED  
 EG1270* NAVD 88     -       109.757  (meters)     360.09   (feet)  ADJUSTED  
 EG1270  ___________________________________________________________________
 EG1270  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 EG1270  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1270  DYNAMIC HT  -         109.649 (meters)     359.74  (feet)  COMP
 EG1270  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 EG1270
 EG1270  HORZ ORDER  -  SECOND
 EG1270  VERT ORDER  -  SECOND    CLASS 0
 EG1270
 EG1270.The horizontal coordinates were established by classical geodetic methods
 EG1270.and adjusted by the National Geodetic Survey in May 1994.
 EG1270
 EG1270.The orthometric height was determined by differential leveling
 EG1270.and adjusted in June 1991.
 EG1270
 EG1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1270
 EG1270.The geoid height was determined by GEOID03.
 EG1270
 EG1270.The dynamic height is computed by dividing the NAVD 88
 EG1270.geopotential number by the normal gravity value computed on the
 EG1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1270.degrees latitude (g = 980.6199 gals.).
 EG1270
 EG1270.The modeled gravity was interpolated from observed gravity values.
 EG1270
 EG1270;                    North         East     Units Scale Factor Converg.
 EG1270;SPC MS E     -   533,516.875   304,330.567   MT  0.99995023   +0 01 35.5
 EG1270;SPC MS E     - 1,750,379.95    998,457.87   sFT  0.99995023   +0 01 35.5
 EG1270;UTM  16      - 3,798,157.083   335,635.713   MT  0.99993301   -1 00 25.7
 EG1270
 EG1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1270!SPC MS E     -   0.99998708  x   0.99995023  =   0.99993731
 EG1270!UTM  16      -   0.99998708  x   0.99993301  =   0.99992009
 EG1270
 EG1270|---------------------------------------------------------------------|
 EG1270| PID    Reference Object                     Distance      Geod. Az  |
 EG1270|                                                           dddmmss.s |
 EG1270| EG1269 BELDEN RM 1                          10.697 METERS 17434     |
 EG1270| CG3202 BELDEN RM 2                                        18513     |
 EG1270| EG1588 BELDEN                               29.784 METERS 21335     |
 EG1270| EG1271 BELDEN 2 RM 3                        14.237 METERS 32208     |
 EG1270| EG0595 22 RHP                              APPROX. 0.8 KM 3284007.7 |
 EG1270| CG3213 22 RHP RESET                                       3312413.1 |
 EG1270|---------------------------------------------------------------------|
 EG1270
 EG1270                          SUPERSEDED SURVEY CONTROL
 EG1270
 EG1270  NAD 83(1993)-  34 18 41.96951(N)    088 47 10.61830(W) AD(       ) 2
 EG1270  NAD 83(1986)-  34 18 41.96950(N)    088 47 10.61748(W) AD(       ) 2
 EG1270  NAD 27      -  34 18 41.58838(N)    088 47 10.41741(W) AD(       ) 2
 EG1270  NGVD 29 (??/??/92)  109.720  (m)          359.97   (f) ADJ UNCH    2 0
 EG1270
 EG1270.Superseded values are not recommended for survey control.
 EG1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1270.See file dsdata.txt to determine how the superseded data were derived.
 EG1270
 EG1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3563698157(NAD 83)
 EG1270_MARKER: DS = TRIANGULATION STATION DISK
 EG1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1270_SP_SET: CONCRETE POST
 EG1270_STAMPING: BELDEN 2 1974
 EG1270_PROJECTION: FLUSH
 EG1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1270+STABILITY: SURFACE MOTION
 EG1270
 EG1270  HISTORY     - Date     Condition        Report By
 EG1270  HISTORY     - 1974     MONUMENTED       NGS
 EG1270  HISTORY     - 1977     GOOD             MSHD
 EG1270  HISTORY     - 19811001 GOOD             MSSU
 EG1270
 EG1270                          STATION DESCRIPTION
 EG1270
 EG1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 EG1270'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF TUPELO, ON THE
 EG1270'NORTHWEST SIDE OF U.S. HIGHWAY 78 AND ACROSS THE HIGHWAY FROM THE
 EG1270'BELDEN BAPTIST CHURCH, ON THE TOP OF A HIGH CUT BANK OVERLOOKING A
 EG1270'VALLEY TO THE WEST.  IT IS 125 FEET NORTHEAST OF THE WEST BOUND
 EG1270'LAND OF U.S. HIGHWAY 78, 28 FEET NORTHEAST OF A 17 FOOT CUT BANK, 6
 EG1270'FEET SOUTHEAST OF THE PROJECTED NW WALL OF THE NW WING OF THE
 EG1270'BAPTIST CHURCH, 55 FEET NORTHWEST OF THE PROJECTED CENTER OF
 EG1270'THE ROOF OF THE CHURCH, 21.1 FEET SOUTH OF AN 8-INCH OAK TREE.
 EG1270'IT IS A TRIANGULATION STATION DISK STAMPED BELDEN 2 1974.
 EG1270'
 EG1270'REFERENCE MARK NO. 1 IS 35.09 FEET SSW OF THE STATION.  IT IS 6
 EG1270'FEET NORTHEAST OF THE EDGE OF THE CUT BANK, 38 FEET SOUTHEAST OF THE
 EG1270'PROJECTED PLANE OF THE NORTHWEST WALL OF THE CHURCH, 1 FOOT NE OF A
 EG1270'METAL WITNESS POST AND 1 FOOT SOUTHWEST OF ANOTHER WITNESS POST.
 EG1270'IT IS A REFERENCE MARK DISK STAMPED BELDEN NO 1 1967.
 EG1270'
 EG1270'REFERENCE MARK NO. 3 IS 46.70 FEET NORTHWEST OF THE STATION, 40.5
 EG1270'FEET NORTHWEST OF THE PROJECTED PLANE OF THE NW WALL OF THE NW WING
 EG1270'OF THE CHURCH, 1 FOOT SOUTHWEST OF THE METAL WITNESS POST AND 1
 EG1270'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 EG1270'DISK STAMPED BELDEN 2 1974 NO 3.
 EG1270'
 EG1270'22RHP RESET 1974 IS 0.55 MILE NORTHWEST OF THE STATION.  IT IS A
 EG1270'USGS DISK STAMPED 22RHP RESET 1974 SET IN A DRILL HOLE IN THE
 EG1270'NORTH END OF THE EAST HEADWALL OF A 10 X 20 DOUBLE BOX CONCRETE
 EG1270'CULVERT.  IT IS 48 FEET EAST OF THE CENTER OF THE WEST BOUND LANE
 EG1270'OF THE HIGHWAY.
 EG1270'
 EG1270'TO REACH FROM THE U.S. HIGHWAY 45 BRIDGE OVER U.S. HIGHWAY 78 IN
 EG1270'TUPELO GO WEST ON U.S. HIGHWAY 78 FOR 1.2 MILES TO THE NATCHEZ
 EG1270'TRACE OVERPASS, CONTINUE WEST ON U.S. HIGHWAY 78 FOR 3.80 MILES TO
 EG1270'THE CHURCH ON THE LEFT AND THE STATION ON THE RIGHT.
 EG1270'
 EG1270'NEAREST TOWN--5.0 MILES NW OF TUPELO.
 EG1270
 EG1270                          STATION RECOVERY (1977)
 EG1270
 EG1270'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1270'5.0 MI NW FROM TUPELO.
 EG1270'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 78 IN NORTHWEST
 EG1270'TUPELO GO WEST ON U.S. HIGHWAY 78 FOR 5.0 MILES TO THE CHURCH ON THE
 EG1270'LEFT AND THE MARK ON THE RIGHT. THE MARK IS LOCATED ABOUT 5.0 MILES
 EG1270'NORTHWEST OF TUPELO ON THE NORTHEAST SIDE OF U.S. HIGHWAY 78 IN
 EG1270'SECTION 9, T 9S, R 5E AND ACROSS THE HIGHWAY FROM THE BELDEN BAPTIST
 EG1270'CHURCH. IT IS 125 FEET NORTHEAST OF THE WEST BOUND LANE OF THE HIGHWAY
 EG1270'28 FEET NORTHEAST OF A 17 FOOT CUT BANK, 6 FEET SOUTHEAST OF THE
 EG1270'PROJECTED PLANE OF THE NORTHWEST WALL OF THE CHURCH, 21.1 FEET SOUTH
 EG1270'OF AN 8 INCH OAK AND IS TAMPED BELDEN 2 1974.
 EG1270
 EG1270                          STATION RECOVERY (1981)
 EG1270
 EG1270'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1271 ***********************************************************************
 EG1271  DESIGNATION -  BELDEN 2 RM 3
 EG1271  PID         -  EG1271
 EG1271  STATE/COUNTY-  MS/LEE
 EG1271  USGS QUAD   -  SHERMAN (1980)
 EG1271
 EG1271                         *CURRENT SURVEY CONTROL
 EG1271  ___________________________________________________________________
 EG1271* NAD 83(1986)-  34 18 41.     (N)    088 47 11.     (W)     SCALED    
 EG1271* NAVD 88     -       109.431  (meters)     359.02   (feet)  ADJUSTED  
 EG1271  ___________________________________________________________________
 EG1271  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1271  DYNAMIC HT  -         109.323 (meters)     358.67  (feet)  COMP
 EG1271  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 EG1271
 EG1271  VERT ORDER  -  SECOND    CLASS 0
 EG1271
 EG1271.The horizontal coordinates were scaled from a topographic map and have
 EG1271.an estimated accuracy of +/- 6 seconds.
 EG1271
 EG1271.The orthometric height was determined by differential leveling
 EG1271.and adjusted in June 1991.
 EG1271
 EG1271.The geoid height was determined by GEOID03.
 EG1271
 EG1271.The dynamic height is computed by dividing the NAVD 88
 EG1271.geopotential number by the normal gravity value computed on the
 EG1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1271.degrees latitude (g = 980.6199 gals.).
 EG1271
 EG1271.The modeled gravity was interpolated from observed gravity values.
 EG1271
 EG1271;                    North         East    Units  Estimated Accuracy
 EG1271;SPC MS E     -   533,490.      304,320.      MT  (+/- 180 meters Scaled)
 EG1271
 EG1271                          SUPERSEDED SURVEY CONTROL
 EG1271
 EG1271  NGVD 29 (??/??/92)  109.394  (m)          358.90   (f) ADJ UNCH    2 0
 EG1271
 EG1271.Superseded values are not recommended for survey control.
 EG1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1271.See file dsdata.txt to determine how the superseded data were derived.
 EG1271
 EG1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC356981(NAD 83)
 EG1271_MARKER: DR = REFERENCE MARK DISK
 EG1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1271_SP_SET: CONCRETE POST
 EG1271_STAMPING: BELDEN 2 1974 NO 3
 EG1271_PROJECTION: FLUSH
 EG1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1271+STABILITY: SURFACE MOTION
 EG1271
 EG1271  HISTORY     - Date     Condition        Report By
 EG1271  HISTORY     - 1974     MONUMENTED       NGS
 EG1271  HISTORY     - 1977     GOOD             MSHD
 EG1271  HISTORY     - 19811001 GOOD             MSSU
 EG1271
 EG1271                          STATION DESCRIPTION
 EG1271
 EG1271'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1271'5.0 MI NW FROM TUPELO.
 EG1271'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 78 IN NORTHWEST
 EG1271'TUPELO GO NORTHWEST ON HIGHWAY 78 FOR 5.0 MILES TO THE BELDEN BAPTIST
 EG1271'CHURCH ON THE LEFT AND THE MARK ON THE RIGHT. THE MARK IS LOCATED
 EG1271'ABOUT 5.0 MILES NORTHWEST OF TUPELO, ON U.S. HIGHWAY RIGHT OF WAY IN
 EG1271'SECTION 9, T 9S, R 5E, AND ACROSS THE HIGHWAY FROM THE BELDEN BAPTIST
 EG1271'CHURCH. IT IS 46.70 FEET NORTHWEST OF TRIANGULATION STATION BELDEN 2,
 EG1271'40.5 FEET NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF
 EG1271'THE CHURCH, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 1 FOOT NORTH
 EG1271'EAST OF A METAL WITNESS POST AND IS STAMPED BELDEN 2 1974 NO 3.
 EG1271
 EG1271                          STATION RECOVERY (1981)
 EG1271
 EG1271'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1269 ***********************************************************************
 EG1269  DESIGNATION -  BELDEN RM 1
 EG1269  PID         -  EG1269
 EG1269  STATE/COUNTY-  MS/LEE
 EG1269  USGS QUAD   -  SHERMAN (1980)
 EG1269
 EG1269                         *CURRENT SURVEY CONTROL
 EG1269  ___________________________________________________________________
 EG1269* NAD 83(1986)-  34 18 41.     (N)    088 47 11.     (W)     SCALED    
 EG1269* NAVD 88     -       110.625  (meters)     362.94   (feet)  ADJUSTED  
 EG1269  ___________________________________________________________________
 EG1269  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1269  DYNAMIC HT  -         110.515 (meters)     362.58  (feet)  COMP
 EG1269  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 EG1269
 EG1269  VERT ORDER  -  SECOND    CLASS 0
 EG1269
 EG1269.The horizontal coordinates were scaled from a topographic map and have
 EG1269.an estimated accuracy of +/- 6 seconds.
 EG1269
 EG1269.The orthometric height was determined by differential leveling
 EG1269.and adjusted in June 1991.
 EG1269
 EG1269.The geoid height was determined by GEOID03.
 EG1269
 EG1269.The dynamic height is computed by dividing the NAVD 88
 EG1269.geopotential number by the normal gravity value computed on the
 EG1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1269.degrees latitude (g = 980.6199 gals.).
 EG1269
 EG1269.The modeled gravity was interpolated from observed gravity values.
 EG1269
 EG1269;                    North         East    Units  Estimated Accuracy
 EG1269;SPC MS E     -   533,490.      304,320.      MT  (+/- 180 meters Scaled)
 EG1269
 EG1269                          SUPERSEDED SURVEY CONTROL
 EG1269
 EG1269  NGVD 29 (??/??/92)  110.588  (m)          362.82   (f) ADJ UNCH    2 0
 EG1269
 EG1269.Superseded values are not recommended for survey control.
 EG1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1269.See file dsdata.txt to determine how the superseded data were derived.
 EG1269
 EG1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC356981(NAD 83)
 EG1269_MARKER: DR = REFERENCE MARK DISK
 EG1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1269_SP_SET: CONCRETE POST
 EG1269_STAMPING: BELDEN NO 1 1967
 EG1269_PROJECTION: FLUSH
 EG1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1269+STABILITY: SURFACE MOTION
 EG1269
 EG1269  HISTORY     - Date     Condition        Report By
 EG1269  HISTORY     - 1967     MONUMENTED       CGS
 EG1269  HISTORY     - 1977     GOOD             MSHD
 EG1269  HISTORY     - 19811001 GOOD             MSSU
 EG1269
 EG1269                          STATION DESCRIPTION
 EG1269
 EG1269'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1269'5.0 MI NW FROM TUPELO.
 EG1269'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 78 IN NORTHWEST
 EG1269'TUPELO GO NORTHWEST ON HIGHWAY 78 FOR 5.0 MILES TO THE BELDEN BAPTIST
 EG1269'CHURCH ON THE LEFT AND THE MARK ON THE RIGHT. THE MARK IS LOCATED
 EG1269'ABOUT 5.0 MILES NORTHWEST OF TUPELO ON THE NORTHEAST SIDE OF U.S.
 EG1269'HIGHWAY 78 IN SECTION 9, T 9S, R 5E AND ACROSS THE HIGHWAY FROM THE
 EG1269'BELDEN BAPTIST CHURCH. IT IS 35.09 FEET SOUTH SOUTHWEST OF
 EG1269'TRIANGULATION STATION BELDEN 2, 6 FEET NORTHEAST OF A CUT BANK, 38
 EG1269'FEET SOUTHEAST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF THE
 EG1269'CHURCH, 1 FOOT NORTHEAST OF A METAL WITNESS POST 1 FOOT SOUTHWEST OF
 EG1269'A METAL WITNESS POST AND IS STAMPED BELDEN NO 1 1967.
 EG1269
 EG1269                          STATION RECOVERY (1981)
 EG1269
 EG1269'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3137 ***********************************************************************
 EH3137  DESIGNATION -  BELL
 EH3137  PID         -  EH3137
 EH3137  STATE/COUNTY-  MS/TUNICA
 EH3137  USGS QUAD   -  TUNICA (1981)
 EH3137
 EH3137                         *CURRENT SURVEY CONTROL
 EH3137  ___________________________________________________________________
 EH3137* NAD 83(1986)-  34 44 00.     (N)    090 26 11.     (W)     SCALED    
 EH3137* NAVD 88     -        59.38   (+/-2cm)     194.8    (feet)  VERTCON   
 EH3137  ___________________________________________________________________
 EH3137  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH3137  VERT ORDER  -  THIRD ? (See Below)
 EH3137
 EH3137.The horizontal coordinates were scaled from a topographic map and have
 EH3137.an estimated accuracy of +/- 6 seconds.
 EH3137
 EH3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3137.The vertical order pertains to the NGVD 29 superseded value.
 EH3137
 EH3137.The geoid height was determined by GEOID03.
 EH3137
 EH3137;                    North         East    Units  Estimated Accuracy
 EH3137;SPC MS W     -   580,300.      690,560.      MT  (+/- 180 meters Scaled)
 EH3137
 EH3137                          SUPERSEDED SURVEY CONTROL
 EH3137
 EH3137  NGVD 29 (07/19/86)   59.41   (m)          194.9    (f) LEVELING    3  
 EH3137
 EH3137.Superseded values are not recommended for survey control.
 EH3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3137.See file dsdata.txt to determine how the superseded data were derived.
 EH3137
 EH3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU347464(NAD 83)
 EH3137_MARKER: P = PIPE CAP
 EH3137_SETTING: 0 = UNSPECIFIED SETTING
 EH3137
 EH3137  HISTORY     - Date     Condition        Report By
 EH3137  HISTORY     - 1931     MONUMENTED       MRC
 EH3137
 EH3137                          STATION DESCRIPTION
 EH3137
 EH3137'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 EH3137'ABOUT 3/4 MILE BACK FROM MHOON LANDING, 1/4 MILE BELOW LEVEE
 EH3137'MILESTONE 33/34 IN UPPER YAZOO LEVEE DISTRICT, 485 FEET SOUTH
 EH3137'OF ROAD INTERSECTION, 490 FEET SOUTHWEST OF SOUTHWEST CORNER
 EH3137'OF BARN, AND 45 FEET WEST OF NORTH-AND-SOUTH ROAD.  MARKED
 EH3137'BY BRASS CAP ON IRON PIPE AND CONCRETE TILE.  STATION HUSTON
 EH3137'(SEE DESCRIPTION THEREOF) IS 718.5 METERS (2,357 FEET) FROM
 EH3137'STATION, N 50 DEG 02 MIN 16.9 SEC W.  STATION P.B.M.
 EH3137'13/A (M.R.C.) (SEE DESCRIPTION THEREOF) IS 197.608 METERS
 EH3137'(648.32 FEET) FROM STATION, N 88 DEG 17 MIN 26.5 SEC E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2294 ***********************************************************************
 BH2294  DESIGNATION -  BELLE
 BH2294  PID         -  BH2294
 BH2294  STATE/COUNTY-  MS/JACKSON
 BH2294  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2294
 BH2294                         *CURRENT SURVEY CONTROL
 BH2294  ___________________________________________________________________
 BH2294* NAD 83(1993)-  30 20 32.31782(N)    088 43 15.18006(W)     ADJUSTED  
 BH2294* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2294  ___________________________________________________________________
 BH2294  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2294  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2294  HORZ ORDER  -  SECOND
 BH2294
 BH2294.The horizontal coordinates were established by classical geodetic methods
 BH2294.and adjusted by the National Geodetic Survey in May 1994.
 BH2294
 BH2294.The orthometric height was scaled from a topographic map.
 BH2294
 BH2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2294
 BH2294.The geoid height was determined by GEOID03.
 BH2294
 BH2294;                    North         East     Units Scale Factor Converg.
 BH2294;SPC MS E     -    93,371.758   310,811.913   MT  0.99995144   +0 03 24.5
 BH2294;SPC MS E     -   306,337.18  1,019,722.08   sFT  0.99995144   +0 03 24.5
 BH2294;UTM  16      - 3,357,972.250   334,585.101   MT  0.99993757   -0 52 10.3
 BH2294
 BH2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2294!SPC MS E     -   1.00000442  x   0.99995144  =   0.99995586
 BH2294!UTM  16      -   1.00000442  x   0.99993757  =   0.99994199
 BH2294
 BH2294|---------------------------------------------------------------------|
 BH2294| PID    Reference Object                     Distance      Geod. Az  |
 BH2294|                                                           dddmmss.s |
 BH2294| DD8359 BELLE RM 2                           76.470 METERS 05406     |
 BH2294| BH2252 ROUND 1921                          APPROX.13.5 KM 1104230.1 |
 BH2294| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX.14.1 KM 1132121.6 |
 BH2294| DD8358 BELLE RM 1                           54.150 METERS 35519     |
 BH2294|---------------------------------------------------------------------|
 BH2294
 BH2294                          SUPERSEDED SURVEY CONTROL
 BH2294
 BH2294  NAD 83(1993)-  30 20 32.32956(N)    088 43 15.17296(W) AD(       ) 2
 BH2294  NAD 83(1986)-  30 20 32.34052(N)    088 43 15.16906(W) AD(       ) 2
 BH2294  NAD 27      -  30 20 31.61800(N)    088 43 15.08700(W) AD(       ) 2
 BH2294
 BH2294.Superseded values are not recommended for survey control.
 BH2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2294.See file dsdata.txt to determine how the superseded data were derived.
 BH2294
 BH2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3458557972(NAD 83)
 BH2294_MARKER: DS = TRIANGULATION STATION DISK
 BH2294_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2294_SP_SET: OBJECT IMBEDDED IN GROUND
 BH2294
 BH2294  HISTORY     - Date     Condition        Report By
 BH2294  HISTORY     - 1910     MONUMENTED       CGS
 BH2294  HISTORY     - 1917     POOR             CGS
 BH2294  HISTORY     - 1921     SEE DESCRIPTION  CGS
 BH2294  HISTORY     - 1935     MARK NOT FOUND   CGS
 BH2294  HISTORY     - 1950     MARK NOT FOUND   CGS
 BH2294  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2294
 BH2294                          STATION DESCRIPTION
 BH2294
 BH2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2294'STATION IS LOCATED ON BELLE FONTAINE POINT, 3 METERS FROM HIGH WATER,
 BH2294'ON THE WESTERN MOST POSITION ON THE POINT FROM WHICH PASCAGOULA
 BH2294'WATER TANK COULD BE SEEN JUST CLEAR OF THE TREES TO THE EASTWARD.
 BH2294'THE TIMBER IN THIS VICINITY CONSISTS ENTIRELY OF LIVE OAKS WITH THE
 BH2294'EXCEPTION OF ONE LONE PINE GROWING A FEW METERS S OF THE TIMBER LINE
 BH2294'AND ABOUT 100 METERS W OF THE STATION.
 BH2294'
 BH2294'SURFACE MARK IS A STANDARD BRONZE DISK EMBEDDED IN A CORE OF CONCRETE
 BH2294'ABOUT 2 FEET IN DIAMETER.  THE UNDERGROUND MARK IS A BOTTLE
 BH2294'EMBEDDED IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE SURFACE.  THE
 BH2294'SURFACE AND REFERENCE MARKS, NOS. 1 AND 2, EACH CONSIST OF A BOTTLE
 BH2294'EMBEDDED IN A CORE OF CONCRETE, FLUSH WITH THE SURFACE.  THE
 BH2294'UNDERGROUND REFERENCE MARKS, NOS. 1 AND 2, EACH CONSIST OF A
 BH2294'BOTTLE EMBEDDED IN A CORE OF CONCRETE, DIRECTLY UNDER THE SURFACE
 BH2294'MARK, AND 2-1/2 FEET BELOW THE SURFACE.  REFERENCE MARKS NOS. 1 AND
 BH2294'2 ARE INSIDE OF THE TIMBER LINE ABOUT 12 METERS N OF THE SAND DUNE
 BH2294'PARALLELING THE SHORE LINE AND ARE, RESPECTIVELY, 54.15 METERS
 BH2294'FROM THE STATION N 4 DEG 41 MIN W, AND 76.47 METERS FROM
 BH2294'THE STATION N 54 DEG 6 MIN E. A TRIANGULAR BLAZE WITH FOUR
 BH2294'NAILS ON AN OAK IS 0.495 METER FROM REFERENCE MARK NO. 1
 BH2294'N 5 DEG 09 MIN W, AND REFERENCE MARK NO. 2 IS 66.96 METERS FROM
 BH2294'REFERENCE MARK NO. 1 S 82 DEG 26 MIN E. A TRIANGULAR
 BH2294'BLAZE WITH FOUR NAILS ON AN OAK, AND A SIMILAR BLAZE ON A MAGNOLIA,
 BH2294'ARE RESPECTIVELY, 0.78 METER FROM REFERENCE MARK NO. 2
 BH2294'N 15 DEG 35 MIN W. AND 10.60 METERS FROM REFERENCE MARK NO.2
 BH2294'N 3 DEG W.
 BH2294
 BH2294                          STATION RECOVERY (1917)
 BH2294
 BH2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2294'CENTER MARK WAS FOUND, BUT THE BRASS DISK WAS MISSING.  REFERENCE
 BH2294'MARKS NOS. 1 AND 2 ARE LOST.  MARKS ON TREES WERE FOUND AS NOTED
 BH2294'IN THE ORIGINAL DESCRIPTION.
 BH2294
 BH2294                          STATION RECOVERY (1921)
 BH2294
 BH2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2294'THE SURFACE MARK WAS FOUND ABOUT 1 FOOT BELOW THE SURFACE.  ON
 BH2294'EXAMINATION, IT WAS FOUND TO HAVE BEEN SLIGHTLY SHIFTED TOWARDS THE
 BH2294'WATER LINE AND ABOUT 6 INCHES OFF CENTER OF THE UNDERGROUND MARK
 BH2294'WHICH WAS RECOVERED.  REFERENCE MARKS NOS. 1 AND 2, WERE
 BH2294'RECOVERED AND THE DISTANCES AND DIRECTIONS TO THE UNDERGROUND STATION
 BH2294'MARK CHECKED.  THE SURFACE MARK WAS PLUMBED OVER THE UNDERGROUND
 BH2294'MARK AND COVERED WITH ABOUT 1 FOOT OF SAND.  THE SHORE LINE AT THIS
 BH2294'POINT SHOWED NO CHANGE AND THE STATION IS ABOUT 3 METERS FROM HIGH
 BH2294'WATER AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 BH2294
 BH2294                          STATION RECOVERY (1935)
 BH2294
 BH2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2294'NOTHING FOUND AFTER AN EXTENSIVE SEARCH.  THE PINE TREE DESCRIBED AS
 BH2294'BEING ABOUT 100 METERS W OF THE STATION STILL EXISTS AND HAS A
 BH2294'LARGE TRIANGULAR BLAZE ON ITS S SIDE.  THE BLAZES ON THE OAKS COULD
 BH2294'NOT BE IDENTIFIED AND IF THE STATION STILL EXISTS IT CAN BE
 BH2294'LOCATED ONLY BY TRIANGULATION.
 BH2294
 BH2294                          STATION RECOVERY (1950)
 BH2294
 BH2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2294'STATION AND REFERENCE MARKS 1 AND 2 WERE LOST.  RECOVERY NOTE BY
 BH2294'G.L.A. IN 1935 WAS VERIFIED.  NO SIGNS OF THE STATION OR THE PINE
 BH2294'TREE MENTIONED IN THE DESCRIPTION COULD BE FOUND.  MR. ANDRUS TUDLE,
 BH2294'OWNER OF THE PROPERTY IN THIS AREA, STATES THAT THE BEACH ERODED
 BH2294'APPROXIMATELY 50 FEET IN THIS AREA ODURING THE HURRICANE IN 1947.
 BH2294
 BH2294                          STATION RECOVERY (1966)
 BH2294
 BH2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2294'A SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT RECOVERED.
 BH2294'
 BH2294'THE RECOVERY NOTE BY G.E.M. JR. IN 1950 STATES ALL MARKS ARE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2307 ***********************************************************************
 BH2307  DESIGNATION -  BELLE FONTAINE 1855
 BH2307  PID         -  BH2307
 BH2307  STATE/COUNTY-  MS/JACKSON
 BH2307  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2307
 BH2307                         *CURRENT SURVEY CONTROL
 BH2307  ___________________________________________________________________
 BH2307* NAD 83(1993)-  30 20 32.77652(N)    088 42 35.14671(W)     ADJUSTED  
 BH2307* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2307  ___________________________________________________________________
 BH2307  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BH2307  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2307  HORZ ORDER  -  THIRD
 BH2307
 BH2307.The horizontal coordinates were established by classical geodetic methods
 BH2307.and adjusted by the National Geodetic Survey in May 1994.
 BH2307
 BH2307.The orthometric height was scaled from a topographic map.
 BH2307
 BH2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2307
 BH2307.The geoid height was determined by GEOID03.
 BH2307
 BH2307;                    North         East     Units Scale Factor Converg.
 BH2307;SPC MS E     -    93,386.995   311,881.108   MT  0.99995174   +0 03 44.7
 BH2307;SPC MS E     -   306,387.17  1,023,229.94   sFT  0.99995174   +0 03 44.7
 BH2307;UTM  16      - 3,357,970.199   335,654.385   MT  0.99993322   -0 51 50.1
 BH2307
 BH2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2307!SPC MS E     -   1.00000411  x   0.99995174  =   0.99995585
 BH2307!UTM  16      -   1.00000411  x   0.99993322  =   0.99993733
 BH2307
 BH2307:                Primary Azimuth Mark                     Grid Az
 BH2307:SPC MS E     -  EAST PASCAGOULA                          089 31 38.7
 BH2307:UTM  16      -  EAST PASCAGOULA                          090 27 13.5
 BH2307
 BH2307|---------------------------------------------------------------------|
 BH2307| PID    Reference Object                     Distance      Geod. Az  |
 BH2307|                                                           dddmmss.s |
 BH2307| BH2290 EAST PASCAGOULA                     APPROX.15.7 KM 0893523.4 |
 BH2307|---------------------------------------------------------------------|
 BH2307
 BH2307                          SUPERSEDED SURVEY CONTROL
 BH2307
 BH2307  NAD 83(1993)-  30 20 32.78514(N)    088 42 35.14494(W) AD(       ) 3
 BH2307  NAD 83(1986)-  30 20 32.79578(N)    088 42 35.14141(W) AD(       ) 3
 BH2307
 BH2307.Superseded values are not recommended for survey control.
 BH2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2307.See file dsdata.txt to determine how the superseded data were derived.
 BH2307
 BH2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3565457970(NAD 83)
 BH2307
 BH2307  HISTORY     - Date     Condition        Report By
 BH2307  HISTORY     - 1855     MONUMENTED       COASUR
 BH2307  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2307
 BH2307                          STATION DESCRIPTION
 BH2307
 BH2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2307'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2306 ***********************************************************************
 BH2306  DESIGNATION -  BELLEFONTAINE PT TANK
 BH2306  PID         -  BH2306
 BH2306  STATE/COUNTY-  MS/JACKSON
 BH2306  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2306
 BH2306                         *CURRENT SURVEY CONTROL
 BH2306  ___________________________________________________________________
 BH2306* NAD 83(1993)-  30 20 35.56613(N)    088 42 29.71757(W)     ADJUSTED  
 BH2306* NAVD 88     -              **(meters)            **(feet)            
 BH2306  ___________________________________________________________________
 BH2306  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BH2306  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2306  HORZ ORDER  -  THIRD
 BH2306
 BH2306.The horizontal coordinates were established by classical geodetic methods
 BH2306.and adjusted by the National Geodetic Survey in May 1994.
 BH2306
 BH2306
 BH2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2306
 BH2306.The geoid height was determined by GEOID03.
 BH2306
 BH2306;                    North         East     Units Scale Factor Converg.
 BH2306;SPC MS E     -    93,473.053   312,026.014   MT  0.99995178   +0 03 47.5
 BH2306;SPC MS E     -   306,669.51  1,023,705.35   sFT  0.99995178   +0 03 47.5
 BH2306;UTM  16      - 3,358,053.901   335,800.661   MT  0.99993262   -0 51 47.4
 BH2306
 BH2306                          SUPERSEDED SURVEY CONTROL
 BH2306
 BH2306  NAD 83(1993)-  30 20 35.57769(N)    088 42 29.70968(W) AD(       ) 4
 BH2306  NAD 83(1986)-  30 20 35.58976(N)    088 42 29.70760(W) AD(       ) 4
 BH2306  NAD 27      -  30 20 34.87318(N)    088 42 29.62570(W) AD(       ) 3
 BH2306
 BH2306.Superseded values are not recommended for survey control.
 BH2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2306.See file dsdata.txt to determine how the superseded data were derived.
 BH2306
 BH2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3580158054(NAD 83)
 BH2306_MARKER: 53 = ELEVATED TANK
 BH2306
 BH2306  HISTORY     - Date     Condition        Report By
 BH2306  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2306  HISTORY     - 1986     GOOD             NOS
 BH2306
 BH2306                          STATION DESCRIPTION
 BH2306
 BH2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2306'THE BELLEFONTAINE POINT WATER STORAGE TANK IS LOCATED ON
 BH2306'BELLEFONTAINE POINT ABOUT 8-3/4 MILES SOUTHEAST OF OCEAN SPRINGS
 BH2306'AND 6-1/4 MILES SOUTHWEST OF GAUTIER.
 BH2306'
 BH2306'THE STATION IS THE WHITE LIGHT ATOP THE 150 FEET HIGH STEEL
 BH2306'STORAGE TANK WHICH IS PAINTED GREEN AND WHITE.
 BH2306'
 BH2306'TO REACH THE TANK FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BH2306'HIGHWAY 57, ABOUT 6-1/2 MILES EAST OF THE DEPOT IN OCEAN SPRINGS,
 BH2306'GO SOUTH ON A PAVED ROAD FOR 0.45 MILE TO A T-ROAD, TURN RIGHT
 BH2306'AND GO WEST ON THE CONCRETE ROAD FOR 0.15 MILE TO A SIDE ROAD
 BH2306'LEFT, TURN LEFT AND GO SOUTHERLY ON BELLEFONTAINE ROAD FOR 0.95
 BH2306'MILE TO A T-ROAD, TURN LEFT AND GO EAST AND SOUTH ON THE MAIN
 BH2306'TRAVELED ROAD FOR 2.85 MILES TO A CROSSROAD, CONTINUE SOUTH AND
 BH2306'WEST ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO THE TANK ON THE
 BH2306'RIGHT.
 BH2306'
 BH2306'THE TANK IS OWNED BY THE SAINT ANDREWS ON THE GULF HOUSING
 BH2306'DEVELOPMENT OF OCEAN SPRINGS.
 BH2306
 BH2306                          STATION RECOVERY (1986)
 BH2306
 BH2306'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2306'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2737 ***********************************************************************
 CP2737  DESIGNATION -  BELMONT
 CP2737  PID         -  CP2737
 CP2737  STATE/COUNTY-  MS/HINDS
 CP2737  USGS QUAD   -  CAYUGA (1963)
 CP2737
 CP2737                         *CURRENT SURVEY CONTROL
 CP2737  ___________________________________________________________________
 CP2737* NAD 83(1993)-  32 11 42.98402(N)    090 42 18.66728(W)     ADJUSTED  
 CP2737* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CP2737  ___________________________________________________________________
 CP2737  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CP2737  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2737  HORZ ORDER  -  SECOND
 CP2737
 CP2737.The horizontal coordinates were established by classical geodetic methods
 CP2737.and adjusted by the National Geodetic Survey in May 1994.
 CP2737
 CP2737.The orthometric height was scaled from a topographic map.
 CP2737
 CP2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2737
 CP2737.The geoid height was determined by GEOID03.
 CP2737
 CP2737;                    North         East     Units Scale Factor Converg.
 CP2737;SPC MS W     -   298,862.409   664,938.854   MT  0.99996515   -0 11 53.3
 CP2737;SPC MS W     -   980,517.75  2,181,553.56   sFT  0.99996515   -0 11 53.3
 CP2737;UTM  15      - 3,564,389.518   716,322.047   MT  1.00017712   +1 13 23.4
 CP2737
 CP2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2737!SPC MS W     -   0.99999049  x   0.99996515  =   0.99995564
 CP2737!UTM  15      -   0.99999049  x   1.00017712  =   1.00016761
 CP2737
 CP2737:                Primary Azimuth Mark                     Grid Az
 CP2737:SPC MS W     -  SAND                                     199 41 09.2
 CP2737:UTM  15      -  SAND                                     198 15 52.5
 CP2737
 CP2737|---------------------------------------------------------------------|
 CP2737| PID    Reference Object                     Distance      Geod. Az  |
 CP2737|                                                           dddmmss.s |
 CP2737| CP2746 SAND                                APPROX.14.8 KM 1992915.9 |
 CP2737| CY3405 BELMONT RM 1                         26.277 METERS 26219     |
 CP2737| CY3404 BELMONT AZ MK                                      2651224.4 |
 CP2737| CY3407 BELMONT RM 3                         25.890 METERS 34323     |
 CP2737| CY3406 BELMONT RM 2                         27.487 METERS 35153     |
 CP2737|---------------------------------------------------------------------|
 CP2737
 CP2737                          SUPERSEDED SURVEY CONTROL
 CP2737
 CP2737  NAD 83(1986)-  32 11 42.99752(N)    090 42 18.66316(W) AD(       ) 2
 CP2737  NAD 27      -  32 11 42.45300(N)    090 42 18.29400(W) AD(       ) 2
 CP2737
 CP2737.Superseded values are not recommended for survey control.
 CP2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2737.See file dsdata.txt to determine how the superseded data were derived.
 CP2737
 CP2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1632264390(NAD 83)
 CP2737_MARKER: DS = TRIANGULATION STATION DISK
 CP2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2737
 CP2737  HISTORY     - Date     Condition        Report By
 CP2737  HISTORY     - 1948     MONUMENTED       CGS
 CP2737  HISTORY     - 1957     GOOD             CGS
 CP2737  HISTORY     - 1961     GOOD             MSHD
 CP2737  HISTORY     - 1972     GOOD             MSHD
 CP2737  HISTORY     - 1977     GOOD             MSHD
 CP2737
 CP2737                          STATION DESCRIPTION
 CP2737
 CP2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2737'THE STATION IS LOCATED ON A HIGH RIDGE, ABOUT 8 MILES NORTHWEST
 CP2737'OF UTICA, 1 MILE SOUTH OF THE BELMONT CHURCH, AND ON LAND
 CP2737'OWNED BY MR. WILLIAM PRYCE.  THE MARK IS ON A 30-FOOT ROAD BANK,
 CP2737'68 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE MAIN GRAVEL
 CP2737'ROAD, 38 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 CP2737'AND DIRT ROAD, AND 8 FEET NORTH OF A WITNESS POST.  THE MARK
 CP2737'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BELMONT 1948.
 CP2737'
 CP2737'REFERENCE MARK NO. 1 IS 86.20 FEET WEST-SOUTHWEST OF THE
 CP2737'STATION AND 26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 CP2737'THE ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 CP2737'BELMONT NO 1 1948.
 CP2737'
 CP2737'REFERENCE MARK NO. 2 IS 90.25 FEET NORTH-NORTHWEST OF THE
 CP2737'STATION AND 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 CP2737'THE ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 CP2737'BELMONT NO 2 1948.
 CP2737'
 CP2737'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 35 FEET
 CP2737'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 30 FEET
 CP2737'NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, AND 2
 CP2737'FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 CP2737'AND THE DISK IS STAMPED BELMONT 1948.
 CP2737'
 CP2737'TO REACH THE STATION FROM UTICA, GO WEST ON THE MAIN PAVED
 CP2737'ROAD FOR 2 MILES TO A ROAD FORK, CONTINUE NORTHWEST ON THE
 CP2737'RIGHT ROAD FOR 1.3 MILES TO A ROAD FORK, CONTINUE ON THE
 CP2737'RIGHT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE
 CP2737'STRAIGHT AHEAD, NORTHWEST, ON THE MAIN ROAD FOR 1.7 MILES
 CP2737'TO A T-ROAD JUNCTION, TURN LEFT, AND GO FOR 2.1 MILES TO
 CP2737'THE COYUGA CROSSROAD.  TURN LEFT FOR 0.5 MILE TO A SIDE ROAD
 CP2737'ON THE RIGHT, TURN RIGHT, NORTH, AND GO ON THE MAIN GRAVELED
 CP2737'ROAD FOR 2.8 MILES TO THE TOP OF A SMALL HILL AT A SIDE ROAD
 CP2737'ON THE LEFT, AND THE STATION IN THE NORTHWEST ANGLE OF THE
 CP2737'INTERSECTION AS DESCRIBED.
 CP2737'
 CP2737'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVEL
 CP2737'AND DIRT ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT, AND
 CP2737'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 CP2737'
 CP2737'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2737
 CP2737                          STATION RECOVERY (1957)
 CP2737
 CP2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2737'THE STATION WAS VISITED 2-15-57 AND ALL MARKS WERE FOUND IN
 CP2737'GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE
 CP2737'WITH A NEW DESCRIPTION TO REACH THE STATION WHICH FOLLOWS--
 CP2737'
 CP2737'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CP2737'18 AND 27 AT THE STOP LIGHT IN UTICA, GO WEST ON MAIN STREET
 CP2737'FOR 3.15 MILES TO A SIDE ROAD RIGHT AND A SAW MILL ON THE
 CP2737'LEFT, TURN RIGHT AND GO NORTH FOR 2.0 MILES TO TRIANGULATION
 CP2737'STATION HERREN 1948 ON THE RIGHT, CONTINUE NORTH FOR 0.25
 CP2737'MILE TO A T INTERSECTION, TURN LEFT AND GO 2.1 MILES TO THE
 CP2737'COYUGA CROSSROADS, TURN LEFT AND GO 0.1 MILE TO A SIDEROAD
 CP2737'AND A SMALL POND ON THE RIGHT, TURN RIGHT ON GRAVELED ROAD
 CP2737'AND GO 2.7 MILES TO A SIDE ROAD LEFT IN A DEEP CUT BANK AND
 CP2737'THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 CP2737'
 CP2737'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 CP2737'ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT AND THE MARK
 CP2737'IN THE SOUTHWEST ANGLE.
 CP2737
 CP2737                          STATION RECOVERY (1961)
 CP2737
 CP2737'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2737'THE STATION WAS VISITED 10-5-61.  THE STATION, AZIMUTH MARK,
 CP2737'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND AS DESCRIBED AND IN GOOD
 CP2737'CONDITION.
 CP2737'
 CP2737'METAL WINTESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND
 CP2737'1.0 FOOT EAST OF THE AZIMUTH MARK.  A NEW TO REACH FOLLOWS--
 CP2737'
 CP2737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27
 CP2737'AND 18 IN UTICA, GO WEST-NORTHWEST ON HIGHWAY 27 FOR 9.5
 CP2737'MILES TO A BLACK TOP ROAD ON THE LEFT, TURN LEFT, SOUTH, AND
 CP2737'GO 2.1 MILES TO END OF BLACK TOPPING, CONTINUE ON GRAVEL ROAD
 CP2737'FOR 0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CP2737
 CP2737                          STATION RECOVERY (1972)
 CP2737
 CP2737'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (LFS)
 CP2737'THE STATION WAS VISITED 10-16-72 AND THE STATION MARK, REFERENCE
 CP2737'MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CP2737'CONDITION.  REFERENCE MARK NO. 2 WAS REQUESTED MOVED AT THIS
 CP2737'DATE DUE TO ROAD CONSTRUCTION REFERENCE MARK NO. 3 WAS ESTABLISHED
 CP2737'AND THE DISK FOR REFERENCE MARK NO. 2 WAS RECLAIMED.  THE
 CP2737'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A DENSE GROWTH
 CP2737'OF TIMBER.  A NEW DESCRIPTION FOLLOWS--
 CP2737'
 CP2737'THE STATION IS LOCATED ABOUT 7.8 MILES NORTHWEST OF UTICA,
 CP2737'11 MILES SOUTHWEST OF EDWARDS, AND 2.8 MILES SOUTH-SOUTHWEST
 CP2737'OF THE COMMUNITY OF NEWMAN, IN THE NORTHWEST ANGLE OF A T
 CP2737'INTERSECTION, ON A HIGH CUT BANK AND IN THE SE 1/4 OF SECTION
 CP2737'9, T 14 N, R 3 W.  IT IS 62 FEET WEST OF THE CENTER OF THE
 CP2737'ROAD, 38 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 20
 CP2737'FEET NORTH OF AN 18-INCH PINE TREE, 24 FEET SOUTH OF A 9 INCH
 CP2737'CEDAR, 18 FEET NORTHEAST OF AN 8-INCH CEDAR, AND 1 FOOT WEST
 CP2737'OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 CP2737'STAMPED BELMONT 1948 PROJECTING 6 INCHES.
 CP2737'
 CP2737'REFERENCE MARK NO. 1 IS 86.21 FEET WEST OF THE STATION.  IT
 CP2737'IS 148 FEET WEST OF THE CENTER OF THE BLACK TO ROAD, 26 FEET
 CP2737'NORTH OF THE CENTER OF THE GRAVELED ROAD, 41 FEET NORTH-NORTHEAST
 CP2737'OF THE 15-INCH TWIN OAK TREE, 2 FEET NORTHWEST OF A 6-INCH
 CP2737'CEDAR TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 CP2737'IS A REFERENCE MARK DISK, STAMPED BELMONT NO 1 1948, PROJECTING
 CP2737'6 INCHES.
 CP2737'
 CP2737'REFERENCE MARK NO. 3 IS 84.94 FEET NORTH-NORTHWEST OF THE
 CP2737'STATION.  IT IS 45 FEET WEST OF THE CENTER OF THE BLACK TOP
 CP2737'ROAD, 123 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 15
 CP2737'FEET SOUTHEAST OF A 12-INCH PINE TREE AND 1 FOOT WEST OF A
 CP2737'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 CP2737'BELMONT 1948 NO 3 1972 PROJECTING 2 INCHES.
 CP2737'
 CP2737'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 37 FEET
 CP2737'SOUTHWEST OF THE CENTER OF THE MAIN GRAVELED ROAD, 27 FEET
 CP2737'NORTHWEST OF THE CENTER OF A NARROW GRAVELED ROAD, 48 FEET
 CP2737'NORTH-NORTHWEST OF A 10-INCH OAK TREE AND 1 FOOT SOUTHWEST
 CP2737'OF A METAL WITNESS POST.  IT IS ABOUT 5 FEET ABOVE THE LEVEL
 CP2737'OF THE ROAD,.  IT IS AN AZIMUTH MARK DISK STAMPED BELMONT
 CP2737'1948, PROJECTING 6 INCHES.
 CP2737'
 CP2737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18
 CP2737'AND 27 AT THE EAST SIDE OF UTICA GO NORTH ON STATE HIGHWAY
 CP2737'27 FOR 5.5 MILES TO THE BRIDGE OVER THE NATCHEZ TRACE PARKWAY.
 CP2737'CONTINUE NORTHWEST ON STATE HIGHWAY 27 FOR 4.3 MILES TO A
 CP2737'SIDE ROAD LEFT, JUST BEFORE REACHING A CONCRETE BRIDGE,
 CP2737'TURN LEFT AND GO SOUTH ON THE BLACK TOP ROAD FOR 2.75 MILES
 CP2737'TO A SIDE ROAD AND THE STATION ON THE RIGHT.
 CP2737'
 CP2737'TO REACH THE AZIMUTH MARK FROM THE STATION TURN RIGHT AND
 CP2737'GO WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD AND
 CP2737'THE MARK ON THE LEFT.
 CP2737'
 CP2737'ALL MEASSUREMENT ARE HORIZONTAL MEASUREMENTS WITH 5 KILOGRAM
 CP2737'TENSION.
 CP2737'
 CP2737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AND 8 MILES
 CP2737'NW OF UTICA.
 CP2737
 CP2737                          STATION RECOVERY (1977)
 CP2737
 CP2737'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2737'THE STATION WAS VISITED 8-1-77 AND THE STATION MARK, RM NO 1, RM
 CP2737'NO 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CP2737'MARK IS NOT VISIBLE FROM THE STATION.
 CP2737'
 CP2737'THE STATION IS LOCATED 7.7 MILES NORTHWEST OF UTICA IN THE NORTHWEST
 CP2737'ANGLE OF A JUNCTION, 11 MILES SOUTHWEST OF EDWARDS, 2.8 MILES
 CP2737'SOUTH-SOUTHWEST OF THE COMMUNITY OF NEWMAN IN THE SOUTHEAST 1/4 OF
 CP2737'SECTION 9, T 14N, R 5E.  IT IS 106 FEET NORTHEAST OF A 20 INCH
 CP2737'TWIN OAK, 74 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 39 FEET
 CP2737'NORTH OF THE CENTER OF A BLACK TOP ROAD, 26.5 FEET SOUTHEAST OF
 CP2737'AN 18 INCH PINE, 24 FEET SOUTH OF A 12 INCH CEDAR, 1 FOOT WEST OF A
 CP2737'METAL WITNESS POST ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD
 CP2737'AND PROJECTS 6 INCHES.  IT IS A TRIANGULATION DISK,
 CP2737'STAMPED BELMONT 1948.
 CP2737'
 CP2737'REFERENCE MARK NO 1 IS 86.21 FEET WEST OF THE STATION.  IT IS 160
 CP2737'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 41 FEET NORTH-NORTHEAST
 CP2737'OF A 20 INCH TWIN OAK, 30 FEET SOUTHEAST OF A 6 INCH CEDAR, 26
 CP2737'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 21 FEET SOUTHEAST
 CP2737'OF A 15 INCH PINE, 2.5 FEET NORTHWEST OF AN 8 INCH CEDAR, 1 FOOT
 CP2737'WEST OF A METAL WITNESS POST ABOUT 6 FEET ABOVE THE LEVEL OF THE
 CP2737'ROAD AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK,
 CP2737'STAMPED BELMONT NO 1 1948.
 CP2737'
 CP2737'REFERENCE MARK NO 3 IS 84.94 FEET NORTH-NORTHWEST OF THE STATION.
 CP2737'IT IS 123 FEET NORTH OF THE CENTER OF ANOTHER BLACK TOP ROAD, 55
 CP2737'FEET WEST OF THE CENTER OF ANOTHER BLACK TOP ROAD, 60 FEET NORTH OF
 CP2737'A 12 INCH CEDAR, 40.5 FEET NORTH-NORTHWEST OF A 9 INCH CEDAR,
 CP2737'14 FEET SOUTHEAST OF A 15 INCH PINE, 1 FOOT WEST OF A METAL
 CP2737'WITNESS POST ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP2737'PROJECTS 1 INCH.  IT IS A REFERENCE MARK DISK, STAMPED BELMONT 1948
 CP2737'NO 3 1972.
 CP2737'
 CP2737'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 3 IS 111.20 FEET.
 CP2737'
 CP2737'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION.  IT IS 37 FEET
 CP2737'SOUTHWEST OF THE CENTER OF THE MAIN GRAVELED ROAD, 27 FEET NORTHWEST
 CP2737'OF THE CENTER OF A NARROW GRAVELED ROAD, 48 FEET NORTH-NORTHWEST OF
 CP2737'A 12 INCH OAK, 14 FEET WEST-SOUTHWEST OF A 14 INCH PINE WITH A
 CP2737'YELLOW PAINTED X BLAZE MARK, 1 FOOT WEST OF A METAL WITNESS POST
 CP2737'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES.
 CP2737'IT IS AN AZIMUTH MARK DISK, STAMPED BELMONT 1948.
 CP2737'
 CP2737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 CP2737'HIGHWAY 18 AT THE EAST EDGE OF UTICA GO NORTHWEST ON STATE HIGHWAY
 CP2737'27 FOR 5.55 MILES TO THE BRIDGE OVER THE NATCHEZ TRACE PARKWAY.
 CP2737'CONTINUE NORTHWEST ON STATE HIGHWAY 27 FOR 4.2 MILES TO A SIDE
 CP2737'ROAD RIGHT AND A CHURCH ON THE LEFT.  CONTINUE SOUTH ON A BLACK
 CP2737'TOP ROAD FOR 0.9 MILE TO A SIDE ROAD AND THE STATION ON THE
 CP2737'RIGHT.  TO REACH THE AZIMUTH MARK TURN RIGHT AND GO WEST ON A
 CP2737'GRAVELED ROAD FOR 0.25 MILE TO A NARROW GRAVELED ROAD AND THE MARK
 CP2737'ON THE LEFT.
 CP2737'
 CP2737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.7 MILES NORTHWEST
 CP2737'OF UTICA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1501 ***********************************************************************
 EG1501  DESIGNATION -  BELMOUNT MUNICIPAL TANK
 EG1501  PID         -  EG1501
 EG1501  STATE/COUNTY-  MS/TISHOMINGO
 EG1501  USGS QUAD   -  BELMONT (1984)
 EG1501
 EG1501                         *CURRENT SURVEY CONTROL
 EG1501  ___________________________________________________________________
 EG1501* NAD 83(1993)-  34 30 30.31069(N)    088 12 33.16447(W)     ADJUSTED  
 EG1501* NAVD 88     -              **(meters)            **(feet)            
 EG1501  ___________________________________________________________________
 EG1501  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 EG1501  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1501  HORZ ORDER  -  THIRD
 EG1501
 EG1501.The horizontal coordinates were established by classical geodetic methods
 EG1501.and adjusted by the National Geodetic Survey in May 1994.
 EG1501
 EG1501
 EG1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1501
 EG1501.The geoid height was determined by GEOID03.
 EG1501
 EG1501;                    North         East     Units Scale Factor Converg.
 EG1501;SPC MS E     -   555,518.699   357,311.040   MT  0.99999047   +0 21 12.9
 EG1501;SPC MS E     - 1,822,564.26  1,172,277.97   sFT  0.99999047   +0 21 12.9
 EG1501;SPC AL W     -   500,140.522   534,876.241   MT  0.99998559   -0 24 06.5
 EG1501;UTM  16      - 3,819,194.526   388,998.567   MT  0.99975187   -0 41 06.4
 EG1501
 EG1501                          SUPERSEDED SURVEY CONTROL
 EG1501
 EG1501  NAD 83(1993)-  34 30 30.31225(N)    088 12 33.16460(W) AD(       ) 4
 EG1501  NAD 83(1986)-  34 30 30.31865(N)    088 12 33.16275(W) AD(       ) 4
 EG1501  NAD 27      -  34 30 29.97100(N)    088 12 33.00900(W) AD(       ) 3
 EG1501
 EG1501.Superseded values are not recommended for survey control.
 EG1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1501.See file dsdata.txt to determine how the superseded data were derived.
 EG1501
 EG1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8899919195(NAD 83)
 EG1501_MARKER: 53 = ELEVATED TANK
 EG1501
 EG1501  HISTORY     - Date     Condition        Report By
 EG1501  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1501  HISTORY     - 1962     GOOD             MSHD
 EG1501
 EG1501                          STATION DESCRIPTION
 EG1501
 EG1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1501'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF BELMONT, AND 0.05
 EG1501'MILE WEST OF STATE
 EG1501'HIGHWAY 25.
 EG1501'
 EG1501'IT IS A STANDARD STEEL TANK STRUCTRUE SUPPORTED BY FOUR LEGS, ENTIRE
 EG1501'STRUCTURE IS PAINTED
 EG1501'ALUMINUM AND THE LETTERS BELMONT MISS.  ARE IN BLACK
 EG1501'LETTERS ON THE NORTH AND THE
 EG1501'SOUTH SIDES OF THE TANK PROPER.  IT IS
 EG1501'APPROXIMATELY 100 FEET HIGH.
 EG1501'
 EG1501'THE POINT OBSERVED WAS THE CENTER OF THE ROOF.
 EG1501
 EG1501                          STATION RECOVERY (1962)
 EG1501
 EG1501'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1501'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 EG1501'
 EG1501'THE 1950 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1701 ***********************************************************************
 DK1701  DESIGNATION -  BELZONI 2
 DK1701  PID         -  DK1701
 DK1701  STATE/COUNTY-  MS/HUMPHREYS
 DK1701  USGS QUAD   -  BELZONI (1982)
 DK1701
 DK1701                         *CURRENT SURVEY CONTROL
 DK1701  ___________________________________________________________________
 DK1701* NAD 83(2007)-  33 11 00.78879(N)    090 29 49.53829(W)     ADJUSTED  
 DK1701* NAVD 88     -        33.064  (meters)     108.48   (feet)  ADJUSTED  
 DK1701  ___________________________________________________________________
 DK1701  EPOCH DATE  -        2002.00
 DK1701  X           -     -46,358.065 (meters)                     COMP
 DK1701  Y           -  -5,343,164.500 (meters)                     COMP
 DK1701  Z           -   3,471,017.274 (meters)                     COMP
 DK1701  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DK1701  ELLIP HEIGHT-           6.458 (meters)          (02/15/08) ADJUSTED
 DK1701  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1701  DYNAMIC HT  -          33.029 (meters)     108.36  (feet)  COMP
 DK1701  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DK1701
 DK1701  HORZ ORDER  -  FIRST
 DK1701  VERT ORDER  -  SECOND    CLASS II
 DK1701  ELLP ORDER  -  FOURTH    CLASS II
 DK1701
 DK1701.The horizontal coordinates were established by GPS observations
 DK1701.and adjusted by the EMC INCORPORATED in February 2008.
 DK1701
 DK1701.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1701.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1701.The horizontal coordinates are valid at the epoch date displayed above.
 DK1701.The epoch date for horizontal control is a decimal equivalence
 DK1701.of Year/Month/Day.
 DK1701
 DK1701.The orthometric height was determined by differential leveling
 DK1701.and adjusted in June 1991.
 DK1701
 DK1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1701
 DK1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1701
 DK1701.The ellipsoidal height was determined by GPS observations
 DK1701.and is referenced to NAD 83.
 DK1701
 DK1701.The geoid height was determined by GEOID03.
 DK1701
 DK1701.The dynamic height is computed by dividing the NAVD 88
 DK1701.geopotential number by the normal gravity value computed on the
 DK1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1701.degrees latitude (g = 980.6199 gals.).
 DK1701
 DK1701.The modeled gravity was interpolated from observed gravity values.
 DK1701
 DK1701;                    North         East     Units Scale Factor Converg.
 DK1701;SPC MS W     -   408,407.375   684,728.565   MT  0.99995287   -0 05 22.7
 DK1701;SPC MS W     - 1,339,916.53  2,246,480.30   sFT  0.99995287   -0 05 22.7
 DK1701;UTM  15      - 3,674,426.639   733,355.703   MT  1.00027145   +1 22 13.9
 DK1701
 DK1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1701!SPC MS W     -   0.99999899  x   0.99995287  =   0.99995186
 DK1701!UTM  15      -   0.99999899  x   1.00027145  =   1.00027044
 DK1701
 DK1701|---------------------------------------------------------------------|
 DK1701| PID    Reference Object                     Distance      Geod. Az  |
 DK1701|                                                           dddmmss.s |
 DK1701| DK1702 BELZONI 2 RM 3                                     06854     |
 DK1701| DK1818 BELZONI FEDERAL COMPRESS CO TK      314.573 METERS 10901     |
 DK1701| DK1819 BELZONI MUNICIPAL TANK              APPROX. 1.1 KM 1450811.2 |
 DK1701| DK1823 BELZONI OIL WORKS WATER TANK        APPROX. 2.0 KM 1750932.3 |
 DK1701| DK1703 BELZONI 2 RM 4                       38.301 METERS 19838     |
 DK1701| DK1698 BELZONI 2 AZ MK                                    2711307.5 |
 DK1701| DK1822 BELZONI                              36.507 METERS 35828     |
 DK1701|---------------------------------------------------------------------|
 DK1701
 DK1701                          SUPERSEDED SURVEY CONTROL
 DK1701
 DK1701  NAD 83(1993)-  33 11 00.78644(N)    090 29 49.53700(W) AD(       ) 2
 DK1701  NAD 83(1986)-  33 11 00.79823(N)    090 29 49.53268(W) AD(       ) 2
 DK1701  NAD 27      -  33 11 00.35350(N)    090 29 49.20620(W) AD(       ) 2
 DK1701  NAVD 88 (02/15/08)   33.06   (m)          108.5    (f) LEVELING    3  
 DK1701  NGVD 29 (??/??/??)   33.141  (m)          108.73   (f) ADJUSTED    2 2
 DK1701
 DK1701.Superseded values are not recommended for survey control.
 DK1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1701.See file dsdata.txt to determine how the superseded data were derived.
 DK1701
 DK1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3335674427(NAD 83)
 DK1701_MARKER: DS = TRIANGULATION STATION DISK
 DK1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1701_STAMPING: BELZONI 2 1962
 DK1701_MARK LOGO: NONE  
 DK1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1701+STABILITY: SURFACE MOTION
 DK1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1701+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2007
 DK1701
 DK1701  HISTORY     - Date     Condition        Report By
 DK1701  HISTORY     - 1962     MONUMENTED       CGS
 DK1701  HISTORY     - 1962     GOOD             CGS
 DK1701  HISTORY     - 1972     GOOD             MSHD
 DK1701  HISTORY     - 1976     GOOD             MSHD
 DK1701  HISTORY     - 1976     GOOD             MSHD
 DK1701  HISTORY     - 20070126 GOOD             EMCINC
 DK1701
 DK1701                          STATION DESCRIPTION
 DK1701
 DK1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (AKH)
 DK1701'THE STATION IS LOCATED ABOUT 0.75 MILE NORTHWEST OF THE
 DK1701'CENTER OF BELZONI, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 DK1701'OF U.S. HIGHWAY 49 W AND STATE HIGHWAY 12, 59 FEET WEST
 DK1701'OF THE CENTERLINE OF THE WEST LANE OF U.S. HIGHWAY 49 W.,
 DK1701'76.5 FEET SOUTH OF THE CENTER OF THE NEUTRAL GROUND OF STATE
 DK1701'HIGHWAY 12, 101.5 FEET SOUTHWEST OF THE INTERSECTION OF
 DK1701'THE CENTERLINES OF THE SOUTH LANE OF STATE HIGHWAY 12, AND
 DK1701'THE WEST LANE OF U.S. HIGHWAY 49 W., 137 FEET NORTHEAST OF THE
 DK1701'FRONTAGE ROAD IN THE SOUTHWEST ANGLE OF THE INTERSECTION,
 DK1701'108.5 FEET NORTH-NORTHWEST OF THE NORTH END OF WEST HEADWALL
 DK1701'OF A 12-FOOT BOX CULVERT UNDER U.S. HIGHWAY 49 W. AND 1
 DK1701'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 DK1701'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 DK1701'FLUSH WITH THE GROUND.  IT IS STAMPED BELZONI 2 1962.
 DK1701'
 DK1701'REFERENCE MARK NO. 3 IS 101.12 FEET NORTHEAST OF THE STATION
 DK1701'AT THE NORTH END OF THE NEUTRAL GROUND OF THE SOUTH SIDE
 DK1701'OF THE INTERSECTION OF THE TWO ROADS, 32.6 FEET WEST OF THE
 DK1701'CENTERLINE OF THE EAST LANE OF U.S. HIGHWAY 49 W., 31.6 FEET
 DK1701'EAST OF THE CENTER LINE OF THE WEST LANE OF U.S. HIGHWAY
 DK1701'49 W., 30 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF STATE
 DK1701'HIGHWAY 12, 1 FOOR SOUTH OF THE NORTH CURB OF THE NEUTRAL
 DK1701'GROUND ON U.S. HIGHWAY 49 W., AND 1 FOOT EAST OF A METAL
 DK1701'WITNESS POST.  STANDARD DISK, STAMPED BELZONI 2 NO 3
 DK1701'1962, FLUSH WITH THE GROUND.
 DK1701'
 DK1701'REFERENCE MARK NO. 4 IS 124.65 FEET SOUTH-SOUTHWEST OF THE
 DK1701'STATION, SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 DK1701'EAST HEADWALL OF A 12-FOOT CONCRETE BOX CULVERT UNDER THE FRONTAGE
 DK1701'ROAD IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 183.5 FEET
 DK1701'SOUTH OF THE CENTERLINE OF THE SOUTH LANE OF STATE HIGHWAY
 DK1701'12, 86 FEET WEST OF THE CENTERLINE OF THE WEST LANE OF U.S.
 DK1701'HIGHWAY 49 W., AND 35 FEET NORTHEAST OF THE CENTER OF THE
 DK1701'FRONTAGE ROAD.  IT IS A STANDARD DISK, STAMPED BELZONI 2 NO 4
 DK1701'1962.
 DK1701'
 DK1701'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, IN A ROW
 DK1701'OF TREES ON THE SOUTH SIDE OF STATE HIGHWAY 12, 16 FEET
 DK1701'EAST OF A 3-FOOT TREE WHICH IS THE 8TH TREE WEST OF THE
 DK1701'EAST END OF A ROW OF TREES, 45.5 FEET SOUTH OF THE CENTER OF STATE
 DK1701'HIGHWAY 12, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT
 DK1701'IS A STANDARD DISK, STAMPED BELZONI 2 1962, PROJECTING 4 INCHES.
 DK1701'
 DK1701'TO REACH THE STATION FROM THE GUARANTY BANK AND TRUST CO. IN
 DK1701'BELZONI, GO WEST ON JACKSON STREET FOR 0.5 MILE TO U.S. HIGHWAY
 DK1701'49 W., TURN RIGHT AND GO NORTH ON 49 W FOR 0.4 MILE TO ITS
 DK1701'JUNCTION WITH STATE HIGHWAY 12 AND THE STATION IN THE SOUTHWEST
 DK1701'ANGLE.
 DK1701'
 DK1701'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 DK1701'HIGHWAY 12 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 DK1701
 DK1701                          STATION RECOVERY (1962)
 DK1701
 DK1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DK1701'0.6 MI WNW FROM BELZONI.
 DK1701'THE MARK IS LOCATED 0.6 MILE WEST NORTHWEST OF BELZONI IN THE SOUTH-
 DK1701'WEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49W,
 DK1701'1.45 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST IN
 DK1701'THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, T 15N,
 DK1701'R 3W.  IT IS 59 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 DK1701'U.S. HIGHWAY 49W, 76.5 FEET SOUTH OF THE CENTER OF THE NEUTRAL GROUND
 DK1701'OF STATE HIGHWAY 12, 125 FEET SOUTHWEST OF THE CENTER OF THE INTER-
 DK1701'SECTION, 141 FEET NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD IN THE
 DK1701'SOUTHWEST ANGLE OF THE INTERSECTION, 109.5 FEET NORTH-NORTHWEST OF
 DK1701'NORTHEAST END OF A 12 FOOT BOX CULVERT UNDER HIGHWAY 49, 1 FOOT SOUTH-
 DK1701'WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 DK1701'ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DK1701'GROUND.
 DK1701
 DK1701                          STATION RECOVERY (1972)
 DK1701
 DK1701'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1701'THE STATION WAS VISITED 12-13-72 AND THE STATION MARK, RM NO 1, RM
 DK1701'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 DK1701'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 DK1701'
 DK1701'THE STATION IS LOCATED 0.6 MILE WNW OF THE CENTER OF BELZONI IN THE
 DK1701'SW ANGLE OF THE JUNCTION OF STATE HIGHWAY 12 AND A ROAD LEADING EAST
 DK1701'WITH U.S. HIGHWAY 49W.  IT IS 59 FEET WEST OF THE CENTER OF THE
 DK1701'WEST LANE OF U.S. HIGHWAY 49W, 76.5 FEET SOUTH OF THE CENTER OF THE
 DK1701'NEUTRAL GROUND OF STATE HIGHWAY 12, 125 FEET SOUTHWEST OF THE CENTER
 DK1701'OF THE INTERSECTION, 141 FEET NORTHEAST OF THE CENTER OF A
 DK1701'FRONTAGE ROAD IN THE SW ANGLE OF THE INTERSECTION, 109.5 FEET NNW
 DK1701'OF THE NORTH END OF THE WEST HEADWALL OF A 12 FOOT BOX CULVERT
 DK1701'UNDER HIGHWAY 49, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND 18
 DK1701'INCHES BELOW THE LEVEL OF THE HIGHWAY.
 DK1701'
 DK1701'IT IS A TRIANGULATION DISK, STAMPED BELZONI 2 1962 FLUSH.
 DK1701'
 DK1701'REFERENCE MARK NO 3 IS 101.12 FEET NE OF THE STATION.  IT IS 32.5
 DK1701'FEET WEST OF THE CENTER OF THE EAST LANE OF HIGHWAY 49W, 32 FEET EAST
 DK1701'OF THE CENTER OF THE WEST LANE OF HIGHWAY 49W, 40 FEET SOUTH OF
 DK1701'THE CENTER OF THE INTERSECTION 1 FOOT SOUTH OF A CURB, 1.5 FEET
 DK1701'NE OF A METAL WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DK1701'HIGHWAY.  IT IS A REFERENCE MARK DISK, STAMPED BELZONI 2, NO 3 1962
 DK1701'FLUSH.
 DK1701'
 DK1701'REFERENCE MARK NO 4 IS 124.65 FEET SSW OF THE STATION.  IT IS 86 FEET
 DK1701'WEST OF THE CENTER OF THE WEST LANE OF HIGHWAY 49W, 195 FEET SOUTH
 DK1701'OF THE CENTER OF THE NEUTRAL GROUND OF HIGHWAY 12, 37 FEET NE OF
 DK1701'THE CENTER OF A FRONTAGE ROAD ABOUT 18 INCHES BELOW THE LEVEL OF
 DK1701'THE HIGHWAY AND IS SET IN A DRILL HOLE IN THE SE END OF THE NE
 DK1701'HEADWALL OF A 15 FOOT BOX CULVERT UNDER THE FRONTAGE ROAD.  IT IS
 DK1701'A REFERENCE MARK DISK, STAMPED BELZONI 2 NO 4 1962.
 DK1701'
 DK1701'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 46 FEET
 DK1701'SOUTH OF THE CENTER OF HIGHWAY 12, 94 FEET SOUTH-SOUTHWEST OF A POWER
 DK1701'POLE, 181 FEET EAST OF THE PROJECTED CENTER OF THE EAST DRIVEWAY
 DK1701'LEADING TO A BRICK HOUSE, 14 FEET EAST OF A 36 INCH OAK, 4 FEET
 DK1701'NORTH OF THE TOP EDGE OF A DITCH AND 1 FOOT SOUTH OF A METAL
 DK1701'WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED BELZONI 2 1962
 DK1701'PROJECTING 4 INCHES.
 DK1701'
 DK1701'TO REACH THE STATION FROM THE U.S. POST OFFICE JUST NORTH OF THE
 DK1701'METHODIST CHURCH IN BELZONI GO NORTH ON CHURCH STREET FOR 0.55 MILE
 DK1701'TO THE INTERSECTION OF FIRST STREET.  TURN LEFT AND GO WEST ON
 DK1701'CHURCH STREET FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49W
 DK1701'AND THE STATION ON THE LEFT JUST BEYOND.  TO REACH THE AZIMUTH,
 DK1701'CONTINUE WEST ON STATE HIGHWAY 12 FOR 0.3 MILE TO THE MARK ON THE
 DK1701'LEFT.
 DK1701'
 DK1701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE WNW OF
 DK1701'BELZONI.
 DK1701
 DK1701                          STATION RECOVERY (1976)
 DK1701
 DK1701'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 DK1701'THE STATION WAS VISITED 1-20-76 AND THE STATION MARK, RM NO 3, RM
 DK1701'NO 4, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 DK1701'DESCRIPTION BY R.L.W. (MSHD) IN 1972 IS ADEQUATE.
 DK1701'
 DK1701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE
 DK1701'WEST-NORTHWEST OF BELZONI.
 DK1701
 DK1701                          STATION RECOVERY (1976)
 DK1701
 DK1701'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1701'THE MARK IS LOCATED 0.6 MILE WEST-NORTHWEST OF BELZONI IN THE
 DK1701'SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY
 DK1701'49W, 1.45 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST
 DK1701'IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, T 15N, R 3W.
 DK1701'IT IS 59 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S.
 DK1701'HIGHWAY 49W, 76.5 FEET SOUTH OF THE CENTER OF THE NEUTRAL GROUND OF
 DK1701'STATE HIGHWAY 12, 125 FEET SOUTHWEST OF THE CENTER OF THE
 DK1701'INTERSECTION, 141 FEET NORTHEAST OF THE CENTER OF THE FRONTAGE ROAD IN
 DK1701'THE SOUTHWEST ANGLE OF THE INTERSECTION, 109.5 FEET NORTH-NORTHWEST OF
 DK1701'THE NORTHEAST END OF A 12 FOOT BOX CULVERT UNDER HIGHWAY 49, 1 FOOT
 DK1701'SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 DK1701'POST ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH
 DK1701'THE GROUND.
 DK1701
 DK1701                          STATION RECOVERY (2007)
 DK1701
 DK1701'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1698 ***********************************************************************
 DK1698  DESIGNATION -  BELZONI 2 AZ MK
 DK1698  PID         -  DK1698
 DK1698  STATE/COUNTY-  MS/HUMPHREYS
 DK1698  USGS QUAD   -  BELLEWOOD (1965)
 DK1698
 DK1698                         *CURRENT SURVEY CONTROL
 DK1698  ___________________________________________________________________
 DK1698* NAD 83(1986)-  33 11 01.     (N)    090 30 03.     (W)     SCALED    
 DK1698* NAVD 88     -        33.362  (meters)     109.46   (feet)  ADJUSTED  
 DK1698  ___________________________________________________________________
 DK1698  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1698  DYNAMIC HT  -          33.326 (meters)     109.34  (feet)  COMP
 DK1698  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DK1698
 DK1698  VERT ORDER  -  SECOND    CLASS II
 DK1698
 DK1698.The horizontal coordinates were scaled from a topographic map and have
 DK1698.an estimated accuracy of +/- 6 seconds.
 DK1698
 DK1698.The orthometric height was determined by differential leveling
 DK1698.and adjusted in June 1991.
 DK1698
 DK1698.The geoid height was determined by GEOID03.
 DK1698
 DK1698.The dynamic height is computed by dividing the NAVD 88
 DK1698.geopotential number by the normal gravity value computed on the
 DK1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1698.degrees latitude (g = 980.6199 gals.).
 DK1698
 DK1698.The modeled gravity was interpolated from observed gravity values.
 DK1698
 DK1698;                    North         East    Units  Estimated Accuracy
 DK1698;SPC MS W     -   408,410.      684,380.      MT  (+/- 180 meters Scaled)
 DK1698
 DK1698                          SUPERSEDED SURVEY CONTROL
 DK1698
 DK1698  NGVD 29 (??/??/??)   33.438  (m)          109.70   (f) ADJUSTED    2 2
 DK1698
 DK1698.Superseded values are not recommended for survey control.
 DK1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1698.See file dsdata.txt to determine how the superseded data were derived.
 DK1698
 DK1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS330744(NAD 83)
 DK1698_MARKER: DZ = AZIMUTH MARK DISK
 DK1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1698_STAMPING: BELZONI 2 1962
 DK1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1698+STABILITY: SURFACE MOTION
 DK1698
 DK1698  HISTORY     - Date     Condition        Report By
 DK1698  HISTORY     - 1962     MONUMENTED       CGS
 DK1698  HISTORY     - 1976     GOOD             MSHD
 DK1698  HISTORY     - 1976     GOOD             MSHD
 DK1698
 DK1698                          STATION DESCRIPTION
 DK1698
 DK1698'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1698'0.9 MI WNW FROM BELZONI.
 DK1698'THE MARK IS LOCATED 0.9 MILE WEST-NORTHWEST OF THE CENTER OF BELZONI
 DK1698'ON THE SOUTH RIGHT OF WAY OF STATE HIGHWAY 12, 0.3 MILE WEST OF THE
 DK1698'JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49W IN THE NORTHWEST 1/4
 DK1698'OF SECTION 3, T 15N, R 3W.  IT IS 46 FEET SOUTH OF THE CENTER OF
 DK1698'HIGHWAY 12, 94 FEET SOUTH-SOUTHWEST OF A POWER POLE, 181 FEET EAST OF
 DK1698'THE PROJECTED CENTER OF THE EAST DRIVEWAY LEADING TO A BRICK HOUSE, 14
 DK1698'FEET EAST OF A 36 INCH OAK, 4 FEET NORTH OF THE TOP EDGE OF A DITCH
 DK1698'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 18 INCHES BELOW THE
 DK1698'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
 DK1698
 DK1698                          STATION RECOVERY (1976)
 DK1698
 DK1698'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1698'THE MARK IS LOCATED 0.9 MILE WEST-NORTHWEST OF THE CENTER OF BELZONI
 DK1698'ON THE SOUTH RIGHT OF WAY OF STATE HIGHWAY 12, 0.3 MILE WEST OF THE
 DK1698'JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49W IN THE NORTHWEST 1/4
 DK1698'OF SECTION 3, T 15N, R 3W.  IT IS 46 FEET SOUTH OF THE CENTER OF
 DK1698'HIGHWAY 12, 94 FEET SOUTH-SOUTHWEST OF A POWER POLE, 181 FEET EAST OF
 DK1698'THE PROJECTED CENTER OF THE EAST DRIVEWAY LEADING TO A BRICK HOUSE, 14
 DK1698'FEET EAST OF A 36 INCH OAK, 4 FEET NORTH OF THE TOP EDGE OF A DITCH
 DK1698'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 18 INCHES BELOW THE
 DK1698'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1702 ***********************************************************************
 DK1702  DESIGNATION -  BELZONI 2 RM 3
 DK1702  PID         -  DK1702
 DK1702  STATE/COUNTY-  MS/HUMPHREYS
 DK1702  USGS QUAD   -  BELZONI (1982)
 DK1702
 DK1702                         *CURRENT SURVEY CONTROL
 DK1702  ___________________________________________________________________
 DK1702* NAD 83(1986)-  33 11 01.     (N)    090 29 45.     (W)     SCALED    
 DK1702* NAVD 88     -        34.258  (meters)     112.39   (feet)  ADJUSTED  
 DK1702  ___________________________________________________________________
 DK1702  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1702  DYNAMIC HT  -          34.222 (meters)     112.28  (feet)  COMP
 DK1702  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DK1702
 DK1702  VERT ORDER  -  SECOND    CLASS II
 DK1702
 DK1702.The horizontal coordinates were scaled from a topographic map and have
 DK1702.an estimated accuracy of +/- 6 seconds.
 DK1702
 DK1702.The orthometric height was determined by differential leveling
 DK1702.and adjusted in June 1991.
 DK1702
 DK1702.The geoid height was determined by GEOID03.
 DK1702
 DK1702.The dynamic height is computed by dividing the NAVD 88
 DK1702.geopotential number by the normal gravity value computed on the
 DK1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1702.degrees latitude (g = 980.6199 gals.).
 DK1702
 DK1702.The modeled gravity was interpolated from observed gravity values.
 DK1702
 DK1702;                    North         East    Units  Estimated Accuracy
 DK1702;SPC MS W     -   408,410.      684,850.      MT  (+/- 180 meters Scaled)
 DK1702
 DK1702                          SUPERSEDED SURVEY CONTROL
 DK1702
 DK1702  NGVD 29 (??/??/??)   34.335  (m)          112.65   (f) ADJUSTED    2 2
 DK1702
 DK1702.Superseded values are not recommended for survey control.
 DK1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1702.See file dsdata.txt to determine how the superseded data were derived.
 DK1702
 DK1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS334744(NAD 83)
 DK1702_MARKER: DR = REFERENCE MARK DISK
 DK1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1702_STAMPING: BELZONI 2 NO 3 1962
 DK1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1702+STABILITY: SURFACE MOTION
 DK1702
 DK1702  HISTORY     - Date     Condition        Report By
 DK1702  HISTORY     - 1962     MONUMENTED       CGS
 DK1702  HISTORY     - 1976     GOOD             MSHD
 DK1702
 DK1702                          STATION DESCRIPTION
 DK1702
 DK1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DK1702'0.6 MI WNW FROM BELZONI.
 DK1702'THE MARK IS LOCATED 0.6 MILE WEST-NORTHWEST OF BELZONI AT THE NORTH
 DK1702'END OF THE NEUTRAL GROUND BETWEEN THE TWO LANES OF U.S. HIGHWAY 49W
 DK1702'OF THE SOUTH SIDE OF THE JUNCTION OF STATE HIGHWAY 12 LEADING WEST
 DK1702'1.45 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST IN
 DK1702'THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, T 15N,
 DK1702'R 3W.  IT IS 101.12 FEET NORTHEAST OF THE STATION, 32.5 FEET WEST OF
 DK1702'THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 49W, 32 FEET EAST
 DK1702'OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49W, 1 FOOT
 DK1702'SOUTH OF A CURB, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE
 DK1702'TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DK1702'HIGHWAY AND IS FLUSH WITH THE GROUND.
 DK1702
 DK1702                          STATION RECOVERY (1976)
 DK1702
 DK1702'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1702'THE MARK IS LOCATED 0.6 MILE WEST-NORTHWEST OF BELZONI AT THE NORTH
 DK1702'END OF THE NEUTRAL GROUND BETWEEN THE TWO LANES OF U.S. HIGHWAY 49W OF
 DK1702'THE SOUTH SIDE OF THE JUNCTION OF STATE HIGHWAY 12 LEADING WEST 1.45
 DK1702'MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST IN THE
 DK1702'NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, T 15N, R 3W.  IT IS
 DK1702'101.12 FEET NORTHEAST OF THE STATION, 32.5 FEET WEST OF THE CENTER OF
 DK1702'THE NORTH BOUND LANE OF U.S. HIGHWAY 49W, 32 FEET EAST OF THE CENTER
 DK1702'OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49W, 1 FOOT SOUTH OF A CURB, 1
 DK1702'FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 DK1702'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH
 DK1702'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1703 ***********************************************************************
 DK1703  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1703  DESIGNATION -  BELZONI 2 RM 4
 DK1703  PID         -  DK1703
 DK1703  STATE/COUNTY-  MS/HUMPHREYS
 DK1703  USGS QUAD   -  BELZONI (1982)
 DK1703
 DK1703                         *CURRENT SURVEY CONTROL
 DK1703  ___________________________________________________________________
 DK1703* NAD 83(2007)-  33 10 59.62011(N)    090 29 50.00489(W)     ADJUSTED  
 DK1703* NAVD 88     -        32.73   (meters)     107.4    (feet)  GPS OBS   
 DK1703  ___________________________________________________________________
 DK1703  EPOCH DATE  -        2002.00
 DK1703  X           -     -46,370.321 (meters)                     COMP
 DK1703  Y           -  -5,343,183.829 (meters)                     COMP
 DK1703  Z           -   3,470,986.964 (meters)                     COMP
 DK1703  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DK1703  ELLIP HEIGHT-           6.134 (meters)          (02/15/08) ADJUSTED
 DK1703  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1703  HORZ ORDER  -  FIRST
 DK1703  ELLP ORDER  -  FOURTH    CLASS II
 DK1703
 DK1703.The horizontal coordinates were established by GPS observations
 DK1703.and adjusted by the EMC INCORPORATED in February 2008.
 DK1703
 DK1703.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1703.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1703.The horizontal coordinates are valid at the epoch date displayed above.
 DK1703.The epoch date for horizontal control is a decimal equivalence
 DK1703.of Year/Month/Day.
 DK1703
 DK1703.The orthometric height was determined by GPS observations and a
 DK1703.high-resolution geoid model.
 DK1703.The orthometric height was determined by GPS observations and a
 DK1703.high-resolution geoid model using precise GPS observation and
 DK1703.processing techniques. It supersedes the leveled height previously
 DK1703.determined for this station.
 DK1703
 DK1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1703
 DK1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1703
 DK1703.The ellipsoidal height was determined by GPS observations
 DK1703.and is referenced to NAD 83.
 DK1703
 DK1703.The geoid height was determined by GEOID03.
 DK1703
 DK1703;                    North         East     Units Scale Factor Converg.
 DK1703;SPC MS W     -   408,371.391   684,716.421   MT  0.99995288   -0 05 22.9
 DK1703;SPC MS W     - 1,339,798.47  2,246,440.46   sFT  0.99995288   -0 05 22.9
 DK1703;UTM  15      - 3,674,390.346   733,344.477   MT  1.00027139   +1 22 13.6
 DK1703
 DK1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1703!SPC MS W     -   0.99999904  x   0.99995288  =   0.99995192
 DK1703!UTM  15      -   0.99999904  x   1.00027139  =   1.00027043
 DK1703
 DK1703                          SUPERSEDED SURVEY CONTROL
 DK1703
 DK1703  NAVD 88 (06/15/91)   32.695  (m)          107.27   (f) ADJUSTED    2 2
 DK1703  NGVD 29 (??/??/??)   32.771  (m)          107.52   (f) ADJUSTED    2 2
 DK1703
 DK1703.Superseded values are not recommended for survey control.
 DK1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1703.See file dsdata.txt to determine how the superseded data were derived.
 DK1703
 DK1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3334474390(NAD 83)
 DK1703_MARKER: DR = REFERENCE MARK DISK
 DK1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1703_SP_SET: SET IN A LIGHT STRUCTURE
 DK1703_STAMPING: BELZONI 2 NO 4 1962
 DK1703_MARK LOGO: NONE  
 DK1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1703+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2007
 DK1703
 DK1703  HISTORY     - Date     Condition        Report By
 DK1703  HISTORY     - 1962     MONUMENTED       CGS
 DK1703  HISTORY     - 1976     GOOD             MSHD
 DK1703  HISTORY     - 20070126 GOOD             EMCINC
 DK1703
 DK1703                          STATION DESCRIPTION
 DK1703
 DK1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DK1703'0.6 MI WNW FROM BELZONI.
 DK1703'THE MARK IS LOCATED 0.6 MILE WEST-NORTHWEST OF BELZONI IN THE SOUTH-
 DK1703'WEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY
 DK1703'49W, 1.45 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 12 LEADING EAST
 DK1703'IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, T 15N,
 DK1703'R 3W.  IT IS 124.65 FEET SOUTH-SOUTHWEST OF THE STATION, 86 FEET WEST
 DK1703'OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49W, 195 FEET
 DK1703'SOUTH OF THE CENTER OF THE NEUTRAL GROUND OF HIGHWAY 12, 37 FEET NORTH
 DK1703'EAST OF THE CENTER OF A FRONTAGE ROAD SET IN A DRILL HOLE IN THE SOUTH
 DK1703'EAST END OF THE NORTHEAST HEADWALL OF A 15 FOOT BOX CULVERT UNDER THE
 DK1703'FRONTAGE ROAD AND IS ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 DK1703
 DK1703                          STATION RECOVERY (1976)
 DK1703
 DK1703'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK1703'THE MARK IS LOCATED 0.6 MILE WEST-NORTHWEST OF BELZONI IN THE
 DK1703'SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 12 AND U.S.
 DK1703'HIGHWAY 49W, 1.45 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 12
 DK1703'LEADING EAST IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, T
 DK1703'15N, R 3W.  IT IS 124.65 FEET SOUTH-SOUTHWEST OF THE STATION, 86 FEET
 DK1703'WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 49W, 195
 DK1703'FEET SOUTH OF THE CENTER OF THE NEUTRAL GROUND OF HIGHWAY 12, 37 FEET
 DK1703'NORTHEAST OF THE CENTER OF A FRONTAGE ROAD SET IN A DRILL HOLE IN THE
 DK1703'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 15 FOOT BOX CULVERT UNDER
 DK1703'THE FRONTAGE ROAD AND IS ABOUT 18 INCHES BELOW THE LEVEL OF THE
 DK1703'HIGHWAY.
 DK1703
 DK1703                          STATION RECOVERY (2007)
 DK1703
 DK1703'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0247 ***********************************************************************
 DK0247  DESIGNATION -  BELZONI BWLD
 DK0247  PID         -  DK0247
 DK0247  STATE/COUNTY-  MS/HUMPHREYS
 DK0247  USGS QUAD   -  BELZONI (1982)
 DK0247
 DK0247                         *CURRENT SURVEY CONTROL
 DK0247  ___________________________________________________________________
 DK0247* NAD 83(1986)-  33 10 50.     (N)    090 29 20.     (W)     SCALED    
 DK0247* NAVD 88     -        33.636  (meters)     110.35   (feet)  ADJUSTED  
 DK0247  ___________________________________________________________________
 DK0247  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0247  DYNAMIC HT  -          33.601 (meters)     110.24  (feet)  COMP
 DK0247  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DK0247
 DK0247  VERT ORDER  -  SECOND    CLASS 0
 DK0247
 DK0247.The horizontal coordinates were scaled from a topographic map and have
 DK0247.an estimated accuracy of +/- 6 seconds.
 DK0247
 DK0247.The orthometric height was determined by differential leveling
 DK0247.and adjusted in June 1991.
 DK0247
 DK0247.The geoid height was determined by GEOID03.
 DK0247
 DK0247.The dynamic height is computed by dividing the NAVD 88
 DK0247.geopotential number by the normal gravity value computed on the
 DK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0247.degrees latitude (g = 980.6199 gals.).
 DK0247
 DK0247.The modeled gravity was interpolated from observed gravity values.
 DK0247
 DK0247;                    North         East    Units  Estimated Accuracy
 DK0247;SPC MS W     -   408,070.      685,490.      MT  (+/- 180 meters Scaled)
 DK0247
 DK0247                          SUPERSEDED SURVEY CONTROL
 DK0247
 DK0247  NGVD 29 (??/??/??)   33.713  (m)          110.61   (f) ADJUSTED    2 0
 DK0247
 DK0247.Superseded values are not recommended for survey control.
 DK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0247.See file dsdata.txt to determine how the superseded data were derived.
 DK0247
 DK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS341741(NAD 83)
 DK0247_MARKER: DD = SURVEY DISK
 DK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0247_STAMPING: BELZONI 1934
 DK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0247+STABILITY: SURFACE MOTION
 DK0247
 DK0247  HISTORY     - Date     Condition        Report By
 DK0247  HISTORY     - 1934     MONUMENTED       LOCSUR
 DK0247  HISTORY     - 1976     GOOD             MSHD
 DK0247
 DK0247                          STATION DESCRIPTION
 DK0247
 DK0247'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 DK0247'IN BELZONI.
 DK0247'AT BELZONI, HUMPHREYS COUNTY, AT THE CITY HALL, 15 FEET NORTH OF THE
 DK0247'MAIN ENTRANCE, 30 FEET EAST OF THE EAST CURB OF MAIN STREET, AND 2
 DK0247'FEET WEST OF THE WEST SIDE OF THE BUILDING.  A STANDARD DISK, STAMPED
 DK0247'BELZONI 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DK0247
 DK0247                          STATION RECOVERY (1976)
 DK0247
 DK0247'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1818 ***********************************************************************
 DK1818  DESIGNATION -  BELZONI FEDERAL COMPRESS CO TK
 DK1818  PID         -  DK1818
 DK1818  STATE/COUNTY-  MS/HUMPHREYS
 DK1818  USGS QUAD   -  BELZONI (1982)
 DK1818
 DK1818                         *CURRENT SURVEY CONTROL
 DK1818  ___________________________________________________________________
 DK1818* NAD 83(1993)-  33 10 57.45805(N)    090 29 38.05699(W)     ADJUSTED  
 DK1818* NAVD 88     -              **(meters)            **(feet)            
 DK1818  ___________________________________________________________________
 DK1818  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DK1818  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1818  HORZ ORDER  -  THIRD
 DK1818
 DK1818.The horizontal coordinates were established by classical geodetic methods
 DK1818.and adjusted by the National Geodetic Survey in May 1994.
 DK1818
 DK1818
 DK1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1818
 DK1818.The geoid height was determined by GEOID03.
 DK1818
 DK1818;                    North         East     Units Scale Factor Converg.
 DK1818;SPC MS W     -   408,304.307   685,025.820   MT  0.99995276   -0 05 16.4
 DK1818;SPC MS W     - 1,339,578.38  2,247,455.54   sFT  0.99995276   -0 05 16.4
 DK1818;UTM  15      - 3,674,331.148   733,655.584   MT  1.00027318   +1 22 20.0
 DK1818
 DK1818                          SUPERSEDED SURVEY CONTROL
 DK1818
 DK1818  NAD 83(1986)-  33 10 57.46987(N)    090 29 38.05279(W) AD(       ) 4
 DK1818  NAD 27      -  33 10 57.02600(N)    090 29 37.72900(W) AD(       ) 3
 DK1818
 DK1818.Superseded values are not recommended for survey control.
 DK1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1818.See file dsdata.txt to determine how the superseded data were derived.
 DK1818
 DK1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3365674331(NAD 83)
 DK1818_MARKER: 53 = ELEVATED TANK
 DK1818
 DK1818  HISTORY     - Date     Condition        Report By
 DK1818  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1818  HISTORY     - 1973     GOOD             MSHD
 DK1818
 DK1818                          STATION DESCRIPTION
 DK1818
 DK1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1818'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK OF
 DK1818'THE FEDERAL COMPRESS COMPANY OF BELZONI.  IT IS LOCATED 0.1 MILE
 DK1818'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 12 (HAYDEN AVENUE)
 DK1818'AND NORTH RAILWAY STREET IN THE NORTHWEST SECTION OF TOWN.
 DK1818'THE TANK IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  OVERALL
 DK1818'HEIGHT IS ABOUT 135 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 DK1818'PAINTED ALUMINUM.  THE WORDS FEDERAL COMPRESS CO. ARE PAINTED
 DK1818'IN BLACK ON THE EAST SIDE OF THE TANK.
 DK1818
 DK1818                          STATION RECOVERY (1973)
 DK1818
 DK1818'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DK1818'THE STATION WAS VISITED 12-14-72 AND WAS FOUND IN GOOD CONDITION.
 DK1818'
 DK1818'THE STATION IS LOCATED 0.5 MILE NW OF THE CENTER OF BELZONI, 0.1
 DK1818'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49W
 DK1818'ABOUT 100 YARDS SOUTH OF THE CENTER OF FIRST STREET ABOUT MIDWAY
 DK1818'AND ON THE WEST SIDE OF A LARGE RED FRAME WAREHOUSE OWNED BY THE
 DK1818'FEDERAL COMPRESS CO.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR
 DK1818'LATTICE STEEL LEGS SILVER IN COLOR WITH THE WORDS FEDERAL COMPRESS
 DK1818'CO. IN BLACK LETTERS ON THE EAST SIDE OF THE TANK AND IS ABOUT
 DK1818'135 FEET HIGH.  THE FINAL AT THE APEX OF THE TANK WAS THE POINT
 DK1818'OBSERVED.
 DK1818'
 DK1818'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN BELZONI
 DK1818'GO NORTH ON HAYDEN STREET FOR 0.6 MILE TO THE INTERSECTION OF FIRST
 DK1818'STREET.  TURN LEFT AND GO WEST ON FIRST STREET FOR 0.25 MILE TO THE
 DK1818'TANK ON THE LEFT.
 DK1818'
 DK1818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NW OF
 DK1818'BELZONI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1819 ***********************************************************************
 DK1819  DESIGNATION -  BELZONI MUNICIPAL TANK
 DK1819  PID         -  DK1819
 DK1819  STATE/COUNTY-  MS/HUMPHREYS
 DK1819  USGS QUAD   -  BELZONI (1982)
 DK1819
 DK1819                         *CURRENT SURVEY CONTROL
 DK1819  ___________________________________________________________________
 DK1819* NAD 83(1993)-  33 10 31.90384(N)    090 29 25.61043(W)     ADJUSTED  
 DK1819* NAVD 88     -              **(meters)            **(feet)            
 DK1819  ___________________________________________________________________
 DK1819  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DK1819  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1819  HORZ ORDER  -  THIRD
 DK1819
 DK1819.The horizontal coordinates were established by classical geodetic methods
 DK1819.and adjusted by the National Geodetic Survey in May 1994.
 DK1819
 DK1819
 DK1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1819
 DK1819.The geoid height was determined by GEOID03.
 DK1819
 DK1819;                    North         East     Units Scale Factor Converg.
 DK1819;SPC MS W     -   407,516.590   685,347.059   MT  0.99995265   -0 05 09.5
 DK1819;SPC MS W     - 1,336,994.01  2,248,509.48   sFT  0.99995265   -0 05 09.5
 DK1819;UTM  15      - 3,673,551.621   733,996.898   MT  1.00027515   +1 22 25.9
 DK1819
 DK1819                          SUPERSEDED SURVEY CONTROL
 DK1819
 DK1819  NAD 83(1986)-  33 10 31.91572(N)    090 29 25.60618(W) AD(       ) 4
 DK1819  NAD 27      -  33 10 31.47200(N)    090 29 25.28100(W) AD(       ) 3
 DK1819
 DK1819.Superseded values are not recommended for survey control.
 DK1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1819.See file dsdata.txt to determine how the superseded data were derived.
 DK1819
 DK1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3399773552(NAD 83)
 DK1819_MARKER: 51 = TANK
 DK1819
 DK1819  HISTORY     - Date     Condition        Report By
 DK1819  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1819  HISTORY     - 1972     GOOD             MSHD
 DK1819
 DK1819                          STATION DESCRIPTION
 DK1819
 DK1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1819'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 DK1819'TANK OF BELZONI.  IT IS LOCATED ABOUT 100 FEET SOUTHWEST OF
 DK1819'THE INTERSECTION OF SOUTH STREET AND MAGNOLIA AVENUE IN THE
 DK1819'WEST-CENTRAL SECTION OF TOWN.  THE TANK IS SUPPORTED BY A
 DK1819'4 LEGGED STEEL STRUCTURE.  OVERALL HEIGHT IS ABOUT 150 FEET.
 DK1819'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED ALUMINUM.  THE
 DK1819'WORD BELZONI IS PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES
 DK1819'OF THE TANK.
 DK1819'
 DK1819'BELZONI, RADIO STATION KKD 205 ANTENNA IS BRACKETED TO THE NORTH
 DK1819'SIDE OF THIS WATER TANK.
 DK1819
 DK1819                          STATION RECOVERY (1972)
 DK1819
 DK1819'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1819'THE STATION WAS VISITED 12-14-72 AND WAS FOUND IN GOOD CONDITION.
 DK1819'
 DK1819'THE STATION IS LOCATED IN THE WEST CENTRAL SECTION OF BELZONI ABOUT
 DK1819'100 FEET SW OF THE CENTER OF THE JUNCTION OF SOUTH AND WEST STREETS
 DK1819'ON THE GROUNDS OF THE CITY SANATION AND WATERWORKS JUST EAST OF THE
 DK1819'ICRR TRACK.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR LATTICE
 DK1819'STEEL LEGS SILVER IN COLOR WITH THE WORD BELZONI IN BLACK LETTERS
 DK1819'ON THE NORTH AND SOUTH SIDE AND IS ABOUT 150 FEET HIGH.  THE
 DK1819'FINAL AT THE APEX WAS THE POINT OBSERVED.
 DK1819'
 DK1819'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN BELZONI
 DK1819'GO WEST ON SOUTH STREET FOR 0.1 MILE TO THE TANK ON THE LEFT.
 DK1819'
 DK1819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BELZONI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1823 ***********************************************************************
 DK1823  DESIGNATION -  BELZONI OIL WORKS WATER TANK
 DK1823  PID         -  DK1823
 DK1823  STATE/COUNTY-  MS/HUMPHREYS
 DK1823  USGS QUAD   -  BELZONI (1982)
 DK1823
 DK1823                         *CURRENT SURVEY CONTROL
 DK1823  ___________________________________________________________________
 DK1823* NAD 83(1993)-  33 09 55.05142(N)    090 29 42.91748(W)     ADJUSTED  
 DK1823* NAVD 88     -              **(meters)            **(feet)            
 DK1823  ___________________________________________________________________
 DK1823  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DK1823  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1823  HORZ ORDER  -  THIRD
 DK1823
 DK1823.The horizontal coordinates were established by classical geodetic methods
 DK1823.and adjusted by the National Geodetic Survey in May 1994.
 DK1823
 DK1823
 DK1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1823
 DK1823.The geoid height was determined by GEOID03.
 DK1823
 DK1823;                    North         East     Units Scale Factor Converg.
 DK1823;SPC MS W     -   406,381.992   684,896.939   MT  0.99995281   -0 05 18.9
 DK1823;SPC MS W     - 1,333,271.59  2,247,032.71   sFT  0.99995281   -0 05 18.9
 DK1823;UTM  15      - 3,672,405.557   733,575.690   MT  1.00027272   +1 22 15.1
 DK1823
 DK1823                          SUPERSEDED SURVEY CONTROL
 DK1823
 DK1823  NAD 83(1986)-  33 09 55.06331(N)    090 29 42.91317(W) AD(       ) 4
 DK1823  NAD 27      -  33 09 54.61700(N)    090 29 42.58700(W) AD(       ) 3
 DK1823
 DK1823.Superseded values are not recommended for survey control.
 DK1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1823.See file dsdata.txt to determine how the superseded data were derived.
 DK1823
 DK1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3357672406(NAD 83)
 DK1823_MARKER: 51 = TANK
 DK1823
 DK1823  HISTORY     - Date     Condition        Report By
 DK1823  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1823  HISTORY     - 1972     GOOD             MSHD
 DK1823
 DK1823                          STATION DESCRIPTION
 DK1823
 DK1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1823'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK OF THE
 DK1823'BELZONI OIL WORKS INCORPORATED OF BELZONI.  IT IS LOCATED ON
 DK1823'THE SOUTHEAST SIDE OF U.S. HIGHWAY 49 W 0.1 MILE SOUTHWEST OF THE
 DK1823'CITY LIMITS AT THE SOUTHWEST EDGE OF TOWN.  THE TANK IS SUPPORTED
 DK1823'BY A 4 LEGGED STEEL STRUCTURE.  OVERALL HEIGHT IS ABOUT 110 FEET.
 DK1823'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED ALUMINUM.  THE WORDS
 DK1823'BELZONI OIL WORKS INC. BELZONI, MISS. ARE PAINTED IN BLACK ON THE
 DK1823'WEST SIDE OF THE TANK.
 DK1823
 DK1823                          STATION RECOVERY (1972)
 DK1823
 DK1823'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1823'THE STATION IS LOCATED 1 MILE SSW OF THE CENTER OF BELZONI NEAR THE
 DK1823'NE CORNER OF THE GROUNDS OF THE BELZONI OIL WORKS INC. 0.25 MILE NE
 DK1823'OF THE JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 49W AT THE SW
 DK1823'EDGE OF TOWN NEAR THE CENTER OF THE NORTH SIDE OF SECTION 10, T
 DK1823'15N, R 3W.  IT IS AN ELEVATED TANK SUPPORTED BY 4 LATTICE STEEL
 DK1823'LEGS SILVER IN COLOR WITH THE WORDS BELZONI OIL WORKS IN BLACK
 DK1823'LETTERS ON THE WEST SIDE AND IS ABOUT 110 FEET HIGH.  THE FINAL AT
 DK1823'THE APEX OF THE TANK WAS THE POINT OBSERVED.
 DK1823'
 DK1823'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN BELZONI
 DK1823'GO SOUTH ON HAYDEN STREET FOR ABOUT 100 YARDS TO A FORK.  TAKE THE
 DK1823'RIGHT FORK AND GO SW ON OLD U.S. HIGHWAY 49W FOR 0.9 MILE TO THE
 DK1823'TANK ON THE LEFT ABOUT 100 YARDS EAST OF THE HIGHWAY.
 DK1823'
 DK1823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SSW OF
 DK1823'BELZONI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0532 ***********************************************************************
 BH0532  DESIGNATION -  BEN
 BH0532  PID         -  BH0532
 BH0532  STATE/COUNTY-  MS/GEORGE
 BH0532  USGS QUAD   -  AVENT (1982)
 BH0532
 BH0532                         *CURRENT SURVEY CONTROL
 BH0532  ___________________________________________________________________
 BH0532* NAD 83(1993)-  30 53 40.58866(N)    088 50 07.27890(W)     ADJUSTED  
 BH0532* NAVD 88     -        62.62   (+/-2cm)     205.4    (feet)  VERTCON   
 BH0532  ___________________________________________________________________
 BH0532  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH0532  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0532  HORZ ORDER  -  FIRST
 BH0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0532
 BH0532.The horizontal coordinates were established by classical geodetic methods
 BH0532.and adjusted by the National Geodetic Survey in May 1994.
 BH0532
 BH0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0532.The vertical order pertains to the NGVD 29 superseded value.
 BH0532
 BH0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0532
 BH0532.The geoid height was determined by GEOID03.
 BH0532
 BH0532;                    North         East     Units Scale Factor Converg.
 BH0532;SPC MS E     -   154,592.656   299,806.696   MT  0.99995000   -0 00 03.7
 BH0532;SPC MS E     -   507,192.74    983,615.80   sFT  0.99995000   -0 00 03.7
 BH0532;UTM  16      - 3,419,364.885   324,579.172   MT  0.99997960   -0 56 33.4
 BH0532
 BH0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0532!SPC MS E     -   0.99999464  x   0.99995000  =   0.99994464
 BH0532!UTM  16      -   0.99999464  x   0.99997960  =   0.99997424
 BH0532
 BH0532:                Primary Azimuth Mark                     Grid Az
 BH0532:SPC MS E     -  BEN AZ MK                                078 10 28.5
 BH0532:UTM  16      -  BEN AZ MK                                079 06 58.2
 BH0532
 BH0532|---------------------------------------------------------------------|
 BH0532| PID    Reference Object                     Distance      Geod. Az  |
 BH0532|                                                           dddmmss.s |
 BH0532| BH0531 BEN AZ MK                                          0781024.8 |
 BH0532| BH2479 LUCEDALE CENTRAL FIRE TOWER         APPROX.16.1 KM 0854756.1 |
 BH0532| BH0535 TT 105 T                             85.786 METERS 17338     |
 BH0532| BH0533 BEN RM 2                             28.455 METERS 21236     |
 BH0532| BH0534 BEN RM 1                             29.655 METERS 30626     |
 BH0532|---------------------------------------------------------------------|
 BH0532
 BH0532                          SUPERSEDED SURVEY CONTROL
 BH0532
 BH0532  NAD 83(1993)-  30 53 40.60419(N)    088 50 07.27788(W) AD(       ) 1
 BH0532  NAD 83(1986)-  30 53 40.60632(N)    088 50 07.27866(W) AD(       ) 1
 BH0532  NAD 27      -  30 53 39.93500(N)    088 50 07.13600(W) AD(       ) 1
 BH0532  NGVD 29 (??/??/??)   62.615  (m)          205.43   (f) ADJUSTED    2 0
 BH0532
 BH0532.Superseded values are not recommended for survey control.
 BH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0532.See file dsdata.txt to determine how the superseded data were derived.
 BH0532
 BH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2457919365(NAD 83)
 BH0532_MARKER: DS = TRIANGULATION STATION DISK
 BH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0532_STAMPING: BEN 1942
 BH0532_MARK LOGO: CGS   
 BH0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0532+STABILITY: SURFACE MOTION
 BH0532
 BH0532  HISTORY     - Date     Condition        Report By
 BH0532  HISTORY     - 1942     MONUMENTED       CGS
 BH0532  HISTORY     - 1956     GOOD             CGS
 BH0532  HISTORY     - 1964     GOOD             CGS
 BH0532  HISTORY     - 1971     GOOD             MSHD
 BH0532  HISTORY     - 1971     GOOD             MSHD
 BH0532  HISTORY     - 19840621 GOOD             NGS
 BH0532
 BH0532                          STATION DESCRIPTION
 BH0532
 BH0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH0532'STATION IS LOCATED ABOUT 15 MILES WSW OF LUCEDALE, MISSISSIPPI, ABOUT
 BH0532'2.75 MILES W AND 1.25 MILES N OF BENDALE, ON THE HIGHEST POINT OF A
 BH0532'SMALL KNOLL JUST N OF THE BENDALE FIRE TOWER.  THE MARK IS SET 143
 BH0532'FEET N OF THE FENCE SURROUNDING THE FIRE TOWER AND BUILDINGS AND
 BH0532'56 FEET W OF THE E ENTRANCE TO THE FIRE TOWER.  MARK IS STAMPED BEN
 BH0532'1942 AND PROJECTS 4 INCHES.
 BH0532'
 BH0532'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH0532'BRONZE DISKS SET IN CONCRETE.
 BH0532'
 BH0532'REFERENCE MARK NO. 1 IS 97.27 FEET SW OF THE STATION, 61 FEET NNE OF
 BH0532'NW CORNER OF FIRE TOWER FENCE, AND 21 FEET S OF A TELEPHONE POLE.
 BH0532'MARK IS STAMPED BEN NO. 1 1942 AND PROJECTS 6 INCHES.
 BH0532'
 BH0532'REFERENCE MARK NO. 2 IS 93.34 FEET NW OF THE STATION, 32 FEET NE OF
 BH0532'THE W ENTRANCE TO THE FIRE TOWER, AND 17 FEET NE OF A 24-INCH OAK
 BH0532'TREE.  MARK IS STAMPED BEN NO. 2 1942 AND PROJECTS 6 INCHES.
 BH0532'
 BH0532'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE E OF THE STATION, IN THE
 BH0532'SW ANGLE OF THE T-ROAD INTERSECTION, 17 FEET S OF THE CENTER LINE
 BH0532'OF T-ROAD, 91 FEET W OF THE CENTER LINE OF GRAVEL ROAD, AND 3 FEET S
 BH0532'OF A STANDARD REFERENCE POST.  MARK IS STAMPED BEN 1942 AND PROJECTS
 BH0532'6 INCHES.
 BH0532'
 BH0532'TO REACH THE STATION FROM LUCEDALE GO WESTERLY ON ROUTE 26 FOR ABOUT
 BH0532'14 MILES TO THE WILKERSONS FERRY, CROSS THE FERRY AND CONTINUE FOR
 BH0532'0.5 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 7.85 MILES TO A
 BH0532'SCHOOLHOUSE ON THE LEFT, CONTINUE FOR 0.2 MILE TO A T-ROAD LEFT, TURN
 BH0532'LEFT AND GO 0.4 MILE TO THE ENTRANCE TO THE FIRE TOWER, TURN LEFT AND
 BH0532'GO 0.1 MILE TO THE FIRE TOWER AND THE STATION.
 BH0532'
 BH0532'TRAVERSE CONNECTION WAS MADE TO TT 105 T 1940 (U.S.G.S.) WHICH IS
 BH0532'LOCATED UNDER THE CENTER OF THE BENDALE FIRE TOWER.
 BH0532'
 BH0532'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH0532
 BH0532                          STATION RECOVERY (1956)
 BH0532
 BH0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SAM)
 BH0532'ALL MARKS FOUND AND IN EXCELLENT CONDITION.  DESCRIPTION TO REACH
 BH0532'NEEDS CHANGING.
 BH0532'
 BH0532'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 26 AND 98 IN
 BH0532'LUCEDALE, GO S AND W ON HIGHWAY 26 FOR 14.1 MI. TO THE CROSSROADS
 BH0532'IN BENNDALE AND AT THE EASTERLING AND BURCH GEN. MERC. STORE, TURN
 BH0532'RIGHT AND GO 0.2 MI. TO A LEFT FORK, TAKE THE LEFT FORK AND GO 2.0
 BH0532'MI. TO A T-ROAD AND THE AZIMUTH MARK ON THE LEFT, TURN LEFT AND GO W
 BH0532'AND S FOR 0.4 MI. TO THE STATION ON THE RIGHT AND DIRECTLY N OF A
 BH0532'FENCE ENCLOSURE AROUND A FIRE TOWER.
 BH0532'
 BH0532'REASON FOR THE ABOVE CHANGE IS DUE TO THE FACT THAT FREE CONCRETE
 BH0532'BRIDGE NOW SPANS PASCAGOULA RIVER ON HIGHWAY 26.
 BH0532
 BH0532                          STATION RECOVERY (1964)
 BH0532
 BH0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH0532'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 BH0532'
 BH0532'A DIFFERENCE WAS FOUND IN THE MEASURED DISTANCE TO REFERENCE MARK
 BH0532'NUMBER 1.
 BH0532'
 BH0532'THE BENNDALE FIRE TOWER WHICH WAS MENTIONED IN THE 1942 DESCRIPTION
 BH0532'IS NO LONGER AT THE STATION SITE, BUT THE CONCRETE LEG BASE FOR THE
 BH0532'TOWER AND THE U.S. GEOLOGICAL SURVEY BENCH MARK, TT 105 T 1940 ARE
 BH0532'STILL AT THEIR ORIGINAL POSITIONS.
 BH0532'
 BH0532'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED BEN 1942, SET
 BH0532'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 BH0532'INCHES.  IT IS 59-1/2 FEET SOUTHWEST OF THE CENTER OF A SAND TRACK
 BH0532'ROAD, 16.8 FEET NORTHWEST OF A 12- INCH OAK TREE AND 3.4 FEET NORTH
 BH0532'OF A METAL WITNESS POST.
 BH0532'
 BH0532'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BH0532'BEN NO 1 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 BH0532'PROJECTS ABOUT 4 INCHES.  IT IS 95.9 FEET NORTHWEST OF THE METAL
 BH0532'WITNESS POST, 30.4 FEET WEST/SOUTHWEST OF A 16-INCH OAK TREE AND 17.0
 BH0532'FEET NORTH-NORTHEAST OF A 20-INCH OAK TREE.
 BH0532'
 BH0532'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BH0532'BEN NO 2 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 BH0532'PROJECTS ABOUT 3 INCHES.  IT IS 94.8 FEET SOUTHWEST OF THE METAL
 BH0532'WITNESS POST.
 BH0532'
 BH0532'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BEN 1942, SET
 BH0532'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 BH0532'INCHES.  IT IS 80 FEET WEST-SOUTHWEST OF THE JUNCTION OF A SURFACED
 BH0532'ROAD AND SAND ROAD, 57.7 FEET WEST- NORTHWEST OF A 20-INCH PINE TREE,
 BH0532'15 FEET SOUTH OF THE CENTER OF A SAND ROAD AND 2.3 FEET NORTH OF A
 BH0532'METAL WITNESS POST.
 BH0532'
 BH0532'BENCH MARK TT 105 T 1940 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 BH0532'BENCH MARK DISK, STAMPED TT 105 T 1940 SET IN THE TOP OF A SQUARE
 BH0532'CONCRETE THAT PROJECTS ABOUT 5 INCHES.  IT IS AT THE CENTER OF THE
 BH0532'OLD BENNDALE FIRE TOWER BASE, 32 FEET NORTHEAST OF A 14-INCH OAK TREE
 BH0532'AND 21 FEET SOUTHWEST OF THE CENTER OF A DIM WOODS ROAD.
 BH0532'
 BH0532'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 57 IN
 BH0532'THE SMALL VILLAGE OF BENNDALE WHICH IS ABOUT 12 MILES
 BH0532'WEST-SOUTHWEST OF LUCEDALE.  GO NORTHERLY, ON HIGHWAY 57 FOR 0.2
 BH0532'MILE.  TURN LEFT AND GO NORTHWESTERLY, ON A SURFACED ROAD FOR
 BH0532'2.0 MILES TO A CROSSROAD.  AZIMUTH MARK IS ABOUT 80 FEET
 BH0532'WEST-SOUTHWEST OF THIS POINT.  TURN LEFT AND GO WESTERLY, ON A SAND
 BH0532'ROAD FOR 0.35 MILE.  TURN LEFT AND GO SOUTHERLY, ON A SAND ROAD FOR
 BH0532'0.1 MILE TO THE TOP OF A RISE AND STATION ON THE RIGHT.
 BH0532'
 BH0532'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH0532
 BH0532                          STATION RECOVERY (1971)
 BH0532
 BH0532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH0532'THE STATION WAS VISITED 8-4-71 AND THE STATION, REFERENCE MARK, NO.
 BH0532'1, NO. 2, AZIMUTH MARK AND BM TT 105 T 1940 (USGS) WERE FOUND IN
 BH0532'GOOD CONDITION.  THE REFERENCE MARKS WERE FOUND TO BE REVERSED ON THE
 BH0532'BOX SCORE OF THE 1964 DESCRIPTION.
 BH0532'
 BH0532'THE STATION IS LOCATED 15 MILES WEST-SOUTHWEST OF LUCEDALE, 2.4 MILES
 BH0532'NORTHWEST OF THE COMMUNITY OF BENNDALE, 3 MILES EAST OF THE
 BH0532'STONE-GEORGE COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 12, T 2S, R
 BH0532'9W.  IT IS 90 FEET SOUTH OF THE CENTER OF THE R.O.W. FOR UNITED GAS
 BH0532'PIPE LINE, 58 FEET WEST OF THE CENTER OF A TRACK ROAD, AND 1 FOOT
 BH0532'SOUTHWEST OF A METAL WITNESS POST.  NOTE- THE AZIMUTH IS NOT
 BH0532'VISIBLE FROM THE STATION.
 BH0532'
 BH0532'IT IS A TRIANGULATION DISK, STAMPED BEN 1942, PROJECTING 4 INCHES.
 BH0532'
 BH0532'REFERENCE MARK NO. 1 IS 97.30 FEET SOUTHWEST OF THE STATION.  IT IS
 BH0532'185 FEET SOUTH OF THE CENTER OF THE PIPE LINE AND 1 FOOT WEST OF A
 BH0532'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED BEN NO 1
 BH0532'1942, PROJECTING 6 INCHES.
 BH0532'
 BH0532'REFERENCE MARK NO. 2 IS 93.36 FEET NORTHWEST OF THE STATION.  IT IS
 BH0532'52 FEET SOUTH OF THE CENTER OF THE PIPE LINE AND 29.5 FEET
 BH0532'SOUTHWEST OF A 12-INCH OAK.  IT IS A REFERENCE MARK DISK STAMPED BEN
 BH0532'NO 2 1942, PROJECTING 6 INCHES.
 BH0532'
 BH0532'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 139.20 FEET.
 BH0532'
 BH0532'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION.  IT IS 9.0 FEET
 BH0532'WEST-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 18 FEET SOUTH OF
 BH0532'THE CENTER OF A PRIVATE ROAD, 9 FEET SOUTH OF A FENCE, 19.5 FEET
 BH0532'SOUTHWEST OF THE SOUTH GATE POST, 111 FEET WEST OF A POWER POLE
 BH0532'WITH TWO SMALL TRANSFORNERS AND 2 FEET NORTH OF A METAL WITNESS POST.
 BH0532'IT IS AN AZIMUTH MARK DISK, STAMPED BEN 1942, PROJECTING 6 INCHES.
 BH0532'
 BH0532'BENCH MARK TT 105 T (USGS) IS 281.45 FEET BY TRAVERSE CONNECTION
 BH0532'SOUTH OF THE STATION, IN THE CENTER OF THE BASE OF THE DISMANTLED
 BH0532'BENNDALE LOOKOUT TOWER.  IT IS 14.7 FEET SOUTHWEST OF THE NORTHEAST
 BH0532'METAL FOOTING OF THE TOWER, 14.7 FEET NORTHWEST OF THE SOUTHEAST
 BH0532'LEG, 14.7 FEET SOUTHEAST OF THE NORTHWEST LEG, 14.7 FEET NORTHEAST OF
 BH0532'THE SOUTHWEST LEG, AND 4.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BH0532'A 2 BY 3-1/2 FOOT CONCRETE SLAB.  IT IS A U.S.G.S. BENCH MARK DISK,
 BH0532'STAMPED TT 105 T 1940, SET IN THE TOP OF AN 8-INCH SQUARE
 BH0532'CONCRETE POST PROJECTING 5 INCHES.
 BH0532'
 BH0532'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH0532'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26.
 BH0532'TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO
 BH0532'THE INTERSECTION OF STATE HIGHWAY 57.  TURN RIGHT AND CONTINUE NORTH
 BH0532'ON STATE HIGHWAY 57 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 BH0532'CONTINUE NORTHWEST ON A BLACK TOP ROAD FOR 2.2 MILES TO A
 BH0532'PRIVATE SIDE ROAD LEFT AND RIGHT ABOUT 0.1 MILE BEYOND THE SECOND
 BH0532'PIPE LINE CROSSING AND THE AZIMUTH ON THE LEFT.  TURN LEFT AND
 BH0532'CONTINUE WEST ON A PRIVATE ROAD FOR 0.2 MILE TO A ABANDONED HOUSE
 BH0532'AND A GATE.  TURN LEFT AND CONTINUE SOUTH ON A TRACK ROAD FOR 0.1
 BH0532'MILE TO THE STATION ON THE RIGHT JUST BEYOND THE SECOND PIPE LINE
 BH0532'CROSSING.
 BH0532'
 BH0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 15 MILES
 BH0532'WEST-SOUTHWEST OF LUCEDALE
 BH0532
 BH0532                          STATION RECOVERY (1971)
 BH0532
 BH0532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0532'15 MI WSW FROM LUCEDALE.
 BH0532'THE MARK IS LOCATED 15 MILES WEST-SOUTHWEST OF LUCEDALE, 2.4 MILES
 BH0532'NORTHWEST OF THE COMMUNITY OF BENNDALE, 3 MILES EAST OF THE
 BH0532'STONE-GEORGE COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 12, T 2S, R
 BH0532'9W.  IT IS 90 FEET SOUTH OF THE CENTER OF THE R.O.W. OF THE UNITED GAS
 BH0532'PIPE LINE CO., 58 FEET WEST OF THE CENTER OF A TRACK ROAD, 1 FOOT
 BH0532'SOUTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11-INCH
 BH0532'SQUARE CONCRETE POST PROJECTING 4 INCHES.  TO REACH THE MARK FROM THE
 BH0532'U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE
 BH0532'TO THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON
 BH0532'STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0532'57.  TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR 0.2 MILE TO
 BH0532'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE NORTHWEST ON A BLACK TOP
 BH0532'ROAD FOR 2.2 MILES TO A PRIVATE ROAD LEFT JUST PAST A PRIVATE ROAD
 BH0532'RIGHT ABOUT 0.1 MILE BEYOND HESS PIPE LINE. TURN LEFT AND CONTINUE
 BH0532'WEST ON A PRIVATE ROAD FOR 0.2 MILE TO A GATE AND AN ABANDONED HOUSE.
 BH0532'PASS THROUGH THE GATE AND CONTINUE WEST ON A TRACK ROAD FOR 0.15 MILE
 BH0532'TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND CONTINUE ON A TRACK ROAD
 BH0532'FOR 0.1 MILE TO THE MARK ON THE RIGHT JUST BEYOND THE SECOND PIPE
 BH0532'LINE.
 BH0532
 BH0532                          STATION RECOVERY (1984)
 BH0532
 BH0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BH0532'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2, AZIMUTH MARK AND TT
 BH0532'LOST (USGS) WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 BH0532'WAS NOT VISIBLE DUE TO TREES.  THE 1971 DESCRIPTION BY R.L.W.
 BH0532'(M.S.H.D) IS ADEQUATE AND COMPLETE AT THIS TIME WITH THE FOLLOWING
 BH0532'ADDITIONS.  THE STATION MARK IS 2.0 FEET (0.6 M) SOUTH OF A FIBERGLASS
 BH0532'WITNESS POST, REFERENCE MARK NO 2 IS 1.0 FOOT (0.3 M) SOUTHEAST OF A
 BH0532'METAL WITNESS POST AND SIGN AND TT LOS T 1940 (USGS) IS 1.0 FOOT (0.3
 BH0532'M) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1494 ***********************************************************************
 BV1494  DESIGNATION -  BEN
 BV1494  PID         -  BV1494
 BV1494  STATE/COUNTY-  MS/PERRY
 BV1494  USGS QUAD   -  BEAUMONT (1982)
 BV1494
 BV1494                         *CURRENT SURVEY CONTROL
 BV1494  ___________________________________________________________________
 BV1494* NAD 83(1993)-  31 13 51.71847(N)    088 54 54.20801(W)     ADJUSTED  
 BV1494* NAVD 88     -        38.072  (meters)     124.91   (feet)  ADJUSTED  
 BV1494  ___________________________________________________________________
 BV1494  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BV1494  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BV1494  DYNAMIC HT  -          38.025 (meters)     124.75  (feet)  COMP
 BV1494  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BV1494
 BV1494  HORZ ORDER  -  SECOND
 BV1494  VERT ORDER  -  SECOND    CLASS II
 BV1494
 BV1494.The horizontal coordinates were established by classical geodetic methods
 BV1494.and adjusted by the National Geodetic Survey in May 1994.
 BV1494
 BV1494.The orthometric height was determined by differential leveling
 BV1494.and adjusted in May 1996.
 BV1494
 BV1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1494
 BV1494.The geoid height was determined by GEOID03.
 BV1494
 BV1494.The dynamic height is computed by dividing the NAVD 88
 BV1494.geopotential number by the normal gravity value computed on the
 BV1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1494.degrees latitude (g = 980.6199 gals.).
 BV1494
 BV1494.The modeled gravity was interpolated from observed gravity values.
 BV1494
 BV1494;                    North         East     Units Scale Factor Converg.
 BV1494;SPC MS E     -   191,893.285   292,214.236   MT  0.99995075   -0 02 32.5
 BV1494;SPC MS E     -   629,569.89    958,706.21   sFT  0.99995075   -0 02 32.5
 BV1494;UTM  16      - 3,456,787.479   317,603.411   MT  1.00001037   -0 59 35.6
 BV1494
 BV1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1494!SPC MS E     -   0.99999830  x   0.99995075  =   0.99994905
 BV1494!UTM  16      -   0.99999830  x   1.00001037  =   1.00000867
 BV1494
 BV1494|---------------------------------------------------------------------|
 BV1494| PID    Reference Object                     Distance      Geod. Az  |
 BV1494|                                                           dddmmss.s |
 BV1494| BV0220 BEN RM 2                             28.045 METERS 07915     |
 BV1494| CF9423 BEN RM 1                             14.410 METERS 17307     |
 BV1494| BV1506 MORE                                APPROX. 2.1 KM 3570428.3 |
 BV1494|---------------------------------------------------------------------|
 BV1494
 BV1494                          SUPERSEDED SURVEY CONTROL
 BV1494
 BV1494  NAD 83(1993)-  31 13 51.73040(N)    088 54 54.20334(W) AD(       ) 2
 BV1494  NAD 83(1986)-  31 13 51.73367(N)    088 54 54.20645(W) AD(       ) 2
 BV1494  NAD 27      -  31 13 51.09600(N)    088 54 54.05000(W) AD(       ) 2
 BV1494
 BV1494.Superseded values are not recommended for survey control.
 BV1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1494.See file dsdata.txt to determine how the superseded data were derived.
 BV1494
 BV1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1760356787(NAD 83)
 BV1494_MARKER: DE = TRAVERSE STATION DISK
 BV1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1494_SP_SET: CONCRETE POST
 BV1494_STAMPING: BEN 1921
 BV1494_MARK LOGO: CGS   
 BV1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1494+STABILITY: SURFACE MOTION
 BV1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1494+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV1494
 BV1494  HISTORY     - Date     Condition        Report By
 BV1494  HISTORY     - 1921     MONUMENTED       CGS
 BV1494  HISTORY     - 1921     GOOD             CGS
 BV1494  HISTORY     - 1966     GOOD             MSHD
 BV1494  HISTORY     - 19870203 GOOD             MSHD
 BV1494
 BV1494                          STATION DESCRIPTION
 BV1494
 BV1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1494'STATION IS 1 MILE S OF BENMORE ON W (LEFT) SIDE OF TRACK, ON
 BV1494'EXTENSION OF FORWARD TANGENT W (LEFT) RAIL OF FIRST CURVE S OF
 BV1494'BENMORE, 150 METERS S OF POINT OF TANGENCY, 15 METERS S OF W
 BV1494'RAILROAD CROSSING DIRECTLY E OF MISSIONARY BAPTIST CHURCH AT
 BV1494'OVERSTREET, 12.435 METERS (40.80 FEET) W OF W AND NEAREST
 BV1494'RAIL.
 BV1494'
 BV1494'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1494'SET IN CONCRETE.
 BV1494'
 BV1494'REFERENCE MARK NO. 1 IS ON W SIDE OF TRACK 0.3 METER E OF W FENCE
 BV1494'LINE.
 BV1494'
 BV1494'REFERENCE MARK NO. 2 ON OPPOSITE SIDE OF TRACK, 0.3 METER W OF E
 BV1494'FENCE LINE.
 BV1494
 BV1494                          STATION RECOVERY (1921)
 BV1494
 BV1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 BV1494'RECOVERED IN GOOD CONDITION.
 BV1494
 BV1494                          STATION RECOVERY (1966)
 BV1494
 BV1494'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1494'THE STATION WAS VISITED 2-7-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1494'CONDITION.
 BV1494'
 BV1494'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN BEAUMONT GO
 BV1494'SOUTH ON HIGHWAY 98 AROUND AND ACROSS THE RAILROAD TRACK TO HIGHWAY
 BV1494'15 FOR 0.15 MILES, TURN LEFT AND GO 4.6 MILES TO A CATTLE GAP AND A
 BV1494'PASTURE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.15 MILES TO A GATE
 BV1494'AND THE RAILROAD TRACK AND THE MARK ON THE RIGHT. THE STATION
 BV1494'DISK IS STAMPED BEN (1921) AND FLUSH WITH THE GROUND.
 BV1494'
 BV1494'IT IS 91.8 FEET WEST OF BM F13, 50.2 FEET SOUTHWEST OF CROSSING,
 BV1494'24.6 SOUTH OF CENTER OF A PRIVATE ROAD, 40.8 FEET WEST OF WEST RAIL,
 BV1494'AND 7 FEET EAST OF A FENCE.
 BV1494'
 BV1494'R.M. 1 IS 46.6 FEET WEST OF WEST RAIL, 1 FOOT EAST OF A FENCE,
 BV1494'STAMPED BEN NO. 1, AND PROJECTS 2 INCHES.
 BV1494'
 BV1494'R.M. 2 IS 47.5 FEET EAST OF EAST RAIL, 18 FEET SOUTH OF BM F13, 1.5
 BV1494'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, STAMPED
 BV1494'BEN NO. 2, AND PROJECTS 2 INCHES.
 BV1494
 BV1494                          STATION RECOVERY (1987)
 BV1494
 BV1494'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1494'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV1494'MARK IS LOCATED 7.08 KM (4.40 MI) NORTH OF BEAUMONT IN THE SOUTHWEST
 BV1494'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH AN ABANDONED RAILROAD
 BV1494'BED, 12.87 KM (8.00 MI) SOUTH OF RICHTON, 3.22 KM (2.00 MI) SOUTH OF
 BV1494'THE CROSSROAD AT HINTONVILLE IN SECTION 8, T3N, R9W.  TO REACH FROM
 BV1494'THE JUNCTION OF STATE HIGHWAYS 15 AND U.S. 98 IN BEAUMONT, GO NORTH ON
 BV1494'HIGHWAY 15 FOR 7.32 KM (4.55 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BV1494'GO EAST ON A GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE CROSSING OF  THE
 BV1494'OLD ABANDONED RAILROAD BED, TURN LEFT AND GO NORTH ON THE OLD RAILROAD
 BV1494'BED FOR 0.24 KM (0.15 MI) TO A PRIVATE ROAD CROSSING AND THE MARK ON
 BV1494'THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 BV1494'POST FLUSH WITH THE GROUND.  IT IS 13.11 M (43.0 FT) WEST OF THE
 BV1494'CENTER OF THE OLD RAILROARD BED, 12.5 M (41.0 FT) NORTH NORTHEAST OF A
 BV1494'30 INCH OAK, 8.84 M (29.0 FT) SOUTH OF THE CENTER OF A PRIVATE ROAD,
 BV1494'1.68 M (5.5 FT) EAST OF A FENCE AND 0.30 M (1.0 FT) SOUTH OF A
 BV1494'CARSONSITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0531 ***********************************************************************
 BH0531  DESIGNATION -  BEN AZ MK
 BH0531  PID         -  BH0531
 BH0531  STATE/COUNTY-  MS/GEORGE
 BH0531  USGS QUAD   -  AVENT (1982)
 BH0531
 BH0531                         *CURRENT SURVEY CONTROL
 BH0531  ___________________________________________________________________
 BH0531* NAD 83(1986)-  30 53 43.     (N)    088 49 45.     (W)     SCALED    
 BH0531* NAVD 88     -        59.45   (+/-2cm)     195.0    (feet)  VERTCON   
 BH0531  ___________________________________________________________________
 BH0531  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0531
 BH0531.The horizontal coordinates were scaled from a topographic map and have
 BH0531.an estimated accuracy of +/- 6 seconds.
 BH0531
 BH0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0531.The vertical order pertains to the NGVD 29 superseded value.
 BH0531
 BH0531.The geoid height was determined by GEOID03.
 BH0531
 BH0531;                    North         East    Units  Estimated Accuracy
 BH0531;SPC MS E     -   154,670.      300,400.      MT  (+/- 180 meters Scaled)
 BH0531
 BH0531                          SUPERSEDED SURVEY CONTROL
 BH0531
 BH0531  NGVD 29 (??/??/??)   59.443  (m)          195.02   (f) ADJUSTED    2 0
 BH0531
 BH0531.Superseded values are not recommended for survey control.
 BH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0531.See file dsdata.txt to determine how the superseded data were derived.
 BH0531
 BH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV251194(NAD 83)
 BH0531_MARKER: DZ = AZIMUTH MARK DISK
 BH0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0531_STAMPING: BEN 1942
 BH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0531+STABILITY: SURFACE MOTION
 BH0531
 BH0531  HISTORY     - Date     Condition        Report By
 BH0531  HISTORY     - 1942     MONUMENTED       CGS
 BH0531  HISTORY     - 1971     GOOD             MSHD
 BH0531
 BH0531                          STATION DESCRIPTION
 BH0531
 BH0531'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0531'14.5 MI WSW FROM LUCEDALE.
 BH0531'THE MARK IS LOCATED 14.5 MILES WEST-SOUTHWEST OF LUCEDALE IN THE
 BH0531'SOUTHWEST ANGLE OF THE INTERSECTION OF A PRIVATE ROAD WITH A BLACK TOP
 BH0531'ROAD, 2.2 MILES NORTHWEST OF THE COMMUNITY OF BENNDALE, IN THE
 BH0531'SOUTHWEST 1/4 OF SECTION 6, T 2S, R 8W.  IT IS ABOUT 0.35 MILE EAST OF
 BH0531'THE STATION, 90 FEET WEST-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD,
 BH0531'18 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 9 FEET SOUTH OF A
 BH0531'FENCE, 19.5 FEET SOUTHWEST OF THE SOUTH GATE POST, 111 FEET WEST OF A
 BH0531'POWER POLE WITH TWO SMALL TRANSFORMERS, 2 FEET NORTH OF A METAL
 BH0531'WITNESS POST.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 BH0531'ABOUT LEVEL WITH THE ROAD AND PROJECTS 6 INCHES.  TO REACH THE MARK
 BH0531'FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR
 BH0531'0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE
 BH0531'SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION OF STATE
 BH0531'HIGHWAY 57.  TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR 0.2
 BH0531'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE NORTHWEST ON A BLACK
 BH0531'TOP ROAD FOR 2.2 MILES TO PRIVATE ROADS ON THE LEFT AND RIGHT JUST
 BH0531'BEYOND THE SECOND PIPE LINE CROSSING AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0534 ***********************************************************************
 BH0534  DESIGNATION -  BEN RM 1
 BH0534  PID         -  BH0534
 BH0534  STATE/COUNTY-  MS/GEORGE
 BH0534  USGS QUAD   -  AVENT (1982)
 BH0534
 BH0534                         *CURRENT SURVEY CONTROL
 BH0534  ___________________________________________________________________
 BH0534* NAD 83(1986)-  30 53 40.     (N)    088 50 07.     (W)     SCALED    
 BH0534* NAVD 88     -        61.20   (+/-2cm)     200.8    (feet)  VERTCON   
 BH0534  ___________________________________________________________________
 BH0534  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0534
 BH0534.The horizontal coordinates were scaled from a topographic map and have
 BH0534.an estimated accuracy of +/- 6 seconds.
 BH0534
 BH0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0534.The vertical order pertains to the NGVD 29 superseded value.
 BH0534
 BH0534.The geoid height was determined by GEOID03.
 BH0534
 BH0534;                    North         East    Units  Estimated Accuracy
 BH0534;SPC MS E     -   154,580.      299,810.      MT  (+/- 180 meters Scaled)
 BH0534
 BH0534                          SUPERSEDED SURVEY CONTROL
 BH0534
 BH0534  NGVD 29 (??/??/??)   61.193  (m)          200.76   (f) ADJUSTED    2 0
 BH0534
 BH0534.Superseded values are not recommended for survey control.
 BH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0534.See file dsdata.txt to determine how the superseded data were derived.
 BH0534
 BH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV245193(NAD 83)
 BH0534_MARKER: DR = REFERENCE MARK DISK
 BH0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0534_STAMPING: BEN NO 1 1942
 BH0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0534+STABILITY: SURFACE MOTION
 BH0534
 BH0534  HISTORY     - Date     Condition        Report By
 BH0534  HISTORY     - 1942     MONUMENTED       CGS
 BH0534  HISTORY     - 1971     GOOD             MSHD
 BH0534
 BH0534                          STATION DESCRIPTION
 BH0534
 BH0534'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0534'15 MI WSW FROM LUCEDALE.
 BH0534'THE MARK IS LOCATED 15 MILES WEST-SOUTHWEST OF LUCEDALE, 2.4 MILES
 BH0534'NORTHWEST OF THE COMMUNITY OF BENNDALE, 3 MILES EAST OF THE
 BH0534'STONE-GEORGE COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 12, T 2S, R
 BH0534'9W.  IT IS 97.30 FEET SOUTHWEST OF THE STATION, 185 FEET SOUTH OF THE
 BH0534'CENTER OF THE R.O.W. OF THE UNITED GAS PIPE LINE, 1 FOOT WEST OF A
 BH0534'METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE
 BH0534'CONCRETE POST PROJECTING 6 INCHES.  TO REACH THE MARK FROM THE U.S.
 BH0534'POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO
 BH0534'THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON
 BH0534'STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0534'57.  TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR 0.2 MILE TO
 BH0534'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE NORTHWEST ON A BLACK TOP
 BH0534'ROAD FOR 2.2 MILES TO A PRIVATE ROAD LEFT JUST PAST A PRIVATE ROAD
 BH0534'RIGHT ABOUT 0.1 MILE BEYOND HESS PIPE LINE.  TURN LEFT AND CONTINUE
 BH0534'WEST ON A PRIVATE ROAD FOR 0.2 MILE TO A GATE AND AN ABANDONED HOUSE.
 BH0534'PASS THROUGH THE GATE AND CONTINUE WEST ON A TRACK ROAD FOR 0.15 MILE
 BH0534'TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND CONTINUE ON A TRACK ROAD
 BH0534'FOR 0.1 MILE TO THE MARK ON THE RIGHT JUST BEYOND THE SECOND PIPE
 BH0534'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0220 ***********************************************************************
 BV0220  DESIGNATION -  BEN RM 2
 BV0220  PID         -  BV0220
 BV0220  STATE/COUNTY-  MS/PERRY
 BV0220  USGS QUAD   -  BEAUMONT (1982)
 BV0220
 BV0220                         *CURRENT SURVEY CONTROL
 BV0220  ___________________________________________________________________
 BV0220* NAD 83(1986)-  31 13 44.     (N)    088 54 48.     (W)     SCALED    
 BV0220* NAVD 88     -        37.465  (meters)     122.92   (feet)  ADJUSTED  
 BV0220  ___________________________________________________________________
 BV0220  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BV0220  DYNAMIC HT  -          37.419 (meters)     122.77  (feet)  COMP
 BV0220  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 BV0220
 BV0220  VERT ORDER  -  SECOND    CLASS II
 BV0220
 BV0220.The horizontal coordinates were scaled from a topographic map and have
 BV0220.an estimated accuracy of +/- 6 seconds.
 BV0220
 BV0220.The orthometric height was determined by differential leveling
 BV0220.and adjusted in May 1996.
 BV0220
 BV0220.The geoid height was determined by GEOID03.
 BV0220
 BV0220.The dynamic height is computed by dividing the NAVD 88
 BV0220.geopotential number by the normal gravity value computed on the
 BV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0220.degrees latitude (g = 980.6199 gals.).
 BV0220
 BV0220.The modeled gravity was interpolated from observed gravity values.
 BV0220
 BV0220;                    North         East    Units  Estimated Accuracy
 BV0220;SPC MS E     -   191,660.      292,380.      MT  (+/- 180 meters Scaled)
 BV0220
 BV0220                          SUPERSEDED SURVEY CONTROL
 BV0220
 BV0220  NGVD 29 (??/??/92)   37.478  (m)          122.96   (f) ADJ UNCH    2 2
 BV0220
 BV0220.Superseded values are not recommended for survey control.
 BV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0220.See file dsdata.txt to determine how the superseded data were derived.
 BV0220
 BV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV177565(NAD 83)
 BV0220_MARKER: DR = REFERENCE MARK DISK
 BV0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0220_SP_SET: CONCRETE POST
 BV0220_STAMPING: BEN NO 2 1921
 BV0220_MARK LOGO: CGS   
 BV0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0220+STABILITY: SURFACE MOTION
 BV0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0220+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV0220
 BV0220  HISTORY     - Date     Condition        Report By
 BV0220  HISTORY     - 1921     MONUMENTED       CGS
 BV0220  HISTORY     - 1964     GOOD             MSHD
 BV0220  HISTORY     - 19870203 GOOD             MSHD
 BV0220
 BV0220                          STATION DESCRIPTION
 BV0220
 BV0220'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0220'2.2 MI S FROM HINTONVILLE.
 BV0220'FROM THE RAILROAD CROSSING OF A GRAVEL ROAD IN HINTONVILLE, GO SOUTH
 BV0220'ON STATE HIGHWAY 15 FOR 2.15 MILES TO A DRIVE WAY ON THE LEFT AND A
 BV0220'HOUSE ON THE LEFT, TURN LEFT, EAST AND FOLLOW TRACK ROAD ACROSS AND
 BV0220'OPEN FIELD FOR 0.25 MILE TO THE RAILROAD AND THE MARK IN THE SOUTHEAST
 BV0220'ANGLE OF THE CROSSING.
 BV0220
 BV0220                          STATION RECOVERY (1987)
 BV0220
 BV0220'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0220'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0220'MARK IS LOCATED 7.08 KM (4.40 MI) NORTH OF BEAUMONT IN THE SOUTHEAST
 BV0220'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH AN ABANDONED RAILROAD
 BV0220'BED, 12.87 KM (8.00 MI) SOUTH OF RICHTON, 3.22 KM (2.00 MI) SOUTH OF
 BV0220'THE CROSSROAD AT HINTONVILLE IN SECTION 8, T3N, R9W.  TO REACH FROM
 BV0220'THE JUNCTION OF STATE HIGHWAYS 15 AND U.S. 98 IN BEAUMONT, GO NORTH ON
 BV0220'HIGHWAY 15 FOR 7.32 KM (4.55 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BV0220'GO EAST ON A GRAVEL ROAD FOR 0.40 KM (0.25 MI) TO THE CROSSING OF THE
 BV0220'OLD ABANDONED RAILROAD BED, TURN LEFT AND GO NORTH ON THE ABANDONED
 BV0220'RAILROAD BED FOR 0.24 KM (0.15 MI) TO A PRIVATE ROAD CROSSING AND THE
 BV0220'MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BV0220'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 14.94 M (49.0 FT) EAST OF
 BV0220'THE CENTER OF THE OLD RAILROAD BED, 9.14 M (30.0 FT) SOUTH OF THE
 BV0220'CENTER OF THE PRIVATE ROAD, 2.74 M (9.0 FT) NORTH OF A 36 INCH OAK,
 BV0220'0.76 M (2.5 FT) WEST OF A FENCE AND 0.30 M (1.0 FT) SOUTH OF A METAL
 BV0220'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0533 ***********************************************************************
 BH0533  DESIGNATION -  BEN RM 2
 BH0533  PID         -  BH0533
 BH0533  STATE/COUNTY-  MS/GEORGE
 BH0533  USGS QUAD   -  AVENT (1982)
 BH0533
 BH0533                         *CURRENT SURVEY CONTROL
 BH0533  ___________________________________________________________________
 BH0533* NAD 83(1986)-  30 53 40.     (N)    088 50 07.     (W)     SCALED    
 BH0533* NAVD 88     -        61.90   (+/-2cm)     203.1    (feet)  VERTCON   
 BH0533  ___________________________________________________________________
 BH0533  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0533
 BH0533.The horizontal coordinates were scaled from a topographic map and have
 BH0533.an estimated accuracy of +/- 6 seconds.
 BH0533
 BH0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0533.The vertical order pertains to the NGVD 29 superseded value.
 BH0533
 BH0533.The geoid height was determined by GEOID03.
 BH0533
 BH0533;                    North         East    Units  Estimated Accuracy
 BH0533;SPC MS E     -   154,580.      299,810.      MT  (+/- 180 meters Scaled)
 BH0533
 BH0533                          SUPERSEDED SURVEY CONTROL
 BH0533
 BH0533  NGVD 29 (??/??/??)   61.896  (m)          203.07   (f) ADJUSTED    2 0
 BH0533
 BH0533.Superseded values are not recommended for survey control.
 BH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0533.See file dsdata.txt to determine how the superseded data were derived.
 BH0533
 BH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV245193(NAD 83)
 BH0533_MARKER: DR = REFERENCE MARK DISK
 BH0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0533_STAMPING: BEN NO 2 1942
 BH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0533+STABILITY: SURFACE MOTION
 BH0533
 BH0533  HISTORY     - Date     Condition        Report By
 BH0533  HISTORY     - 1942     MONUMENTED       CGS
 BH0533  HISTORY     - 1971     GOOD             MSHD
 BH0533
 BH0533                          STATION DESCRIPTION
 BH0533
 BH0533'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0533'15 MI WSW FROM LUCEDALE.
 BH0533'THE MARK IS LOCATED 15 MILES WEST-SOUTHWEST OF LUCEDALE, 2.4 MILES
 BH0533'NORTHWEST OF THE COMMUNITY OF BENNDALE, 3 MILES EAST OF THE
 BH0533'STONE-GEORGE COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 12, T 2S, R
 BH0533'9W.  IT IS 93.36 FEET NORTHWEST OF THE STATION, 52 FEET SOUTH OF THE
 BH0533'CENTER OF THE R.O.W. OF THE UNITED GAS PIPE LINE CROSSING, 29.5 FEET
 BH0533'SOUTHWEST OF A 12-INCH OAK.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE
 BH0533'CONCRETE POST PROJECTING 6 INCHES.  TO REACH THE MARK FROM THE U.S.
 BH0533'POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO
 BH0533'THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON
 BH0533'STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0533'57.  TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 57 FOR 0.2 MILE TO
 BH0533'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE NORTHWEST ON A BLACK TOP
 BH0533'ROAD FOR 2.2 MILES TO A PRIVATE ROAD LEFT JUST PAST A PRIVATE ROAD
 BH0533'RIGHT ABOUT 0.1 MILE BEYOND HESS PIPE LINE.  TURN LEFT AND CONTINUE
 BH0533'WEST ON A PRIVATE ROAD FOR 0.2 MILE TO A GATE AND AN ABANDONED HOUSE.
 BH0533'PASS THROUGH THE GATE AND CONTINUE WEST ON A TRACK ROAD FOR 0.15 MILE
 BH0533'TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND CONTINUE ON A TRACK ROAD
 BH0533'FOR 0.1 MILE TO THE MARK ON THE RIGHT JUST BEYOND THE SECOND PIPE
 BH0533'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0145 ***********************************************************************
 DK0145  DESIGNATION -  BENA
 DK0145  PID         -  DK0145
 DK0145  STATE/COUNTY-  MS/LEFLORE
 DK0145  USGS QUAD   -  SHELLMOUND (1983)
 DK0145
 DK0145                         *CURRENT SURVEY CONTROL
 DK0145  ___________________________________________________________________
 DK0145* NAD 83(1993)-  33 30 15.64292(N)    090 21 55.69988(W)     ADJUSTED  
 DK0145* NAVD 88     -        36.560  (meters)     119.95   (feet)  ADJUSTED  
 DK0145  ___________________________________________________________________
 DK0145  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DK0145  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0145  DYNAMIC HT  -          36.523 (meters)     119.83  (feet)  COMP
 DK0145  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DK0145
 DK0145  HORZ ORDER  -  THIRD
 DK0145  VERT ORDER  -  SECOND    CLASS 0
 DK0145
 DK0145.The horizontal coordinates were established by classical geodetic methods
 DK0145.and adjusted by the National Geodetic Survey in May 1994.
 DK0145
 DK0145.The orthometric height was determined by differential leveling
 DK0145.and adjusted in June 1991.
 DK0145
 DK0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0145
 DK0145.The geoid height was determined by GEOID03.
 DK0145
 DK0145.The dynamic height is computed by dividing the NAVD 88
 DK0145.geopotential number by the normal gravity value computed on the
 DK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0145.degrees latitude (g = 980.6199 gals.).
 DK0145
 DK0145.The modeled gravity was interpolated from observed gravity values.
 DK0145
 DK0145;                    North         East     Units Scale Factor Converg.
 DK0145;SPC MS W     -   443,973.435   697,013.874   MT  0.99995011   -0 01 03.9
 DK0145;SPC MS W     - 1,456,602.84  2,286,786.35   sFT  0.99995011   -0 01 03.9
 DK0145;UTM  15      - 3,710,308.129   744,730.824   MT  1.00033846   +1 27 17.9
 DK0145
 DK0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0145!SPC MS W     -   0.99999840  x   0.99995011  =   0.99994851
 DK0145!UTM  15      -   0.99999840  x   1.00033846  =   1.00033686
 DK0145
 DK0145|---------------------------------------------------------------------|
 DK0145| PID    Reference Object                     Distance      Geod. Az  |
 DK0145|                                                           dddmmss.s |
 DK0145| DK0147 BENA RM 1                            29.292 METERS 01435     |
 DK0145| DK1826 ITTA BENA LEFLORE OIL CO TANK       APPROX. 4.0 KM 1031436.3 |
 DK0145| DK1829 ITTA BENA MUNICIPAL TANK            APPROX. 4.2 KM 1043415.4 |
 DK0145| DK1824 ITTA BENA COMPRESS CO TANK          APPROX. 4.1 KM 1132155.3 |
 DK0145| DK0341 BENA AZ MK                                         1825328.9 |
 DK0145| DK0146 BENA RM 2                            37.167 METERS 32125     |
 DK0145|---------------------------------------------------------------------|
 DK0145
 DK0145                          SUPERSEDED SURVEY CONTROL
 DK0145
 DK0145  NAD 83(1986)-  33 30 15.65377(N)    090 21 55.69667(W) AD(       ) 3
 DK0145  NAD 27      -  33 30 15.22710(N)    090 21 55.39220(W) AD(       ) 3
 DK0145  NGVD 29 (??/??/??)   36.633  (m)          120.19   (f) ADJUSTED    2 0
 DK0145
 DK0145.Superseded values are not recommended for survey control.
 DK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0145.See file dsdata.txt to determine how the superseded data were derived.
 DK0145
 DK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4473110308(NAD 83)
 DK0145_MARKER: DS = TRIANGULATION STATION DISK
 DK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0145_STAMPING: BENA 1957
 DK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0145+STABILITY: SURFACE MOTION
 DK0145
 DK0145  HISTORY     - Date     Condition        Report By
 DK0145  HISTORY     - 1957     MONUMENTED       CGS
 DK0145  HISTORY     - 1966     GOOD             MSHD
 DK0145  HISTORY     - 1967     GOOD             MSHD
 DK0145  HISTORY     - 1967     GOOD             MSHD
 DK0145  HISTORY     - 19811001 MARK NOT FOUND   USGS
 DK0145
 DK0145                          STATION DESCRIPTION
 DK0145
 DK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK0145'THE STATION IS ABOUT 2.5 MILES WEST NORTHWEST OF ITTA BENA,
 DK0145'1.0 MILE NORTH OF U.S. HIGHWAY 82, IN THE SOUTHEAST ANGLE OF
 DK0145'A GRAVELED CROSSROAD, ON PROPERTY OWNED BY MRS. CATHERINE COPPAGE.
 DK0145'IT IS 39 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 DK0145'106 FEET SOUTHEAST OF THE GRAVELED ROAD INTERSECTION, 102
 DK0145'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 12 FEET
 DK0145'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 DK0145'THE DISK IS STAMPED BENA 1957.
 DK0145'
 DK0145'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DK0145'AND STATE HIGHWAY 7 ABOUT 1.0 MILE NORTH OF ITTA BENA, GO WEST
 DK0145'ON HIGHWAY 82 FOR 2.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 DK0145'WEST ON A GRAVELED ROAD FOR 1.3 MILES TO A GRAVELED CROSSROAD
 DK0145'AND THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 DK0145'
 DK0145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 DK0145'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 DK0145'
 DK0145'REFERENCE MARK 1 IS 52 FEET NORTH OF THE CENTERLINE OF THE
 DK0145'GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 DK0145'PROJECTS 4 INCHES AND THE DISK IS STAMPED BENA NO 1 1957.
 DK0145'
 DK0145'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTERLINE OF A GRAVELED
 DK0145'ROAD, 55 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND
 DK0145'1 FOOT SOUTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK
 DK0145'IS STAMPED BENA NO 2 1957.
 DK0145'
 DK0145'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF THE
 DK0145'GRAVELED ROAD, 1 FOOT EAST OF A FENCE CORNER AND 2 FEET NORTH
 DK0145'OF A WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE
 DK0145'DISK IS STAMPED BENA 1957.
 DK0145'
 DK0145'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK0145
 DK0145                          STATION RECOVERY (1966)
 DK0145
 DK0145'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0145'THE STATION WAS VISITED 12-15-66 AND ALL MARKS WERE FOUND IN
 DK0145'GOOD CONDITION.
 DK0145'
 DK0145'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES WEST-NORTHWEST
 DK0145'OF ITTA BENA, 1.3 MILES WEST OF U.S. HIGHWAY 82, APPROXIMATELY
 DK0145'8.9 MILES NORTHEAST OF MOORHEAD, AND IN THE NORTHWEST 1/4 OF
 DK0145'SECTION 24, T19N, R2W ON LAND OWNED BY MRS. CATHERINE COPPAGE.
 DK0145'
 DK0145'TO REACH FROM THE U.S. POST OFFICE IN ITTA BENA GO SOUTHWEST ON
 DK0145'HUMPHREYS STREET FOR 0.05 MILE TO THE INTERSECTION OF
 DK0145'MISSISSIPPI HIGHWAY 7 FOR 2.25 MILES TO THE INTERSECTION OF
 DK0145'U.S. HIGHWAY 82, TURN LEFT (SOUTHWEST) AND CONTINUE ON U.S.
 DK0145'HIGHWAY 82 FOR 2.3 MILES TO A CROSSROADS, TURN RIGHT (WEST)
 DK0145'AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO A CROSSROADS,
 DK0145'AND THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF THE
 DK0145'CROSSROADS.  TO REACH THE AZIMUTH TURN LEFT (SOUTH) AND
 DK0145'CONTINUE ON AN ALL-WEATHER ROAD FOR 0.45 MILE TO A FENCE
 DK0145'CORNER AND THE MARK ON THE RIGHT.
 DK0145'
 DK0145'THE STATION DISK IS STAMPED BENA (1957), 121 FEET EAST OF
 DK0145'POWER POLE NO. 23 1/2, 112 FEET SOUTHEAST OF THE INTERSECTION OF
 DK0145'TWO ROADS, 102 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 38.5
 DK0145'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, AND 6 INCHES
 DK0145'BELOW THE GROUND.
 DK0145'
 DK0145'R.M. 1 IS 127.5 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 DK0145'55 FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD, 3 FEET SOUTH
 DK0145'OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, PROJECTS 4
 DK0145'INCHES, AND STAMPED BENA NO. 1 (1957).
 DK0145'
 DK0145'R.M. 2 IS 62 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS,
 DK0145'57.5 FEET NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, 44 FEET
 DK0145'EAST OF A POWER POLE, 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 DK0145'9.5 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A
 DK0145'METAL WITNESS POST, FLUSH WITH THE GROUND, AND STAMPED BENA
 DK0145'NO. 2 (1957).
 DK0145'
 DK0145'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 DK0145'1.5 FEET NORTHWEST OF A METAL WITNESS POST, 1.3 FEET EAST OF
 DK0145'A FENCE CORNER, PROJECTS 5 INCHES, AND STAMPED BENA 1957.
 DK0145
 DK0145                          STATION RECOVERY (1967)
 DK0145
 DK0145'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK0145'THE STATION WAS VISITED 12-6-67 AND THE STATION MARK, REFERENCE
 DK0145'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0145'CONDITION.
 DK0145'
 DK0145'THE STATION IS LOCATED 2.5 MILES WEST NORTHWEST OF ITTA BENA
 DK0145'AND 1.3 MLES WEST OF HIGHWAY 82 IN THE NORTHWEST 1/4 OF
 DK0145'SECTION 24, T 19N, R 2W, AND ON PROPERTY OWNED BY MRS. CATHERINE
 DK0145'COOPAGE.  IT IS 38.5 FEET SOUTH OF THE CENTER OF A BLACKTOP
 DK0145'ROAD, 102 FEET EAST SOUTHEAST OF TELEPHONE LINE POLE NO.
 DK0145'33 1/2, 111 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 DK0145'AND 154 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER.
 DK0145'
 DK0145'IT IS A STANDARD TRIANGULATION DISK, STAMPED BENA 1957, 6
 DK0145'INCHES BELOW THE GROUND SURFACE.
 DK0145'
 DK0145'REFERENCE MARK NO. 1 IS 96.11 FEET NORTH OF THE STATION.  IT
 DK0145'IS 55 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 128.5 FEET
 DK0145'EAST OF THE CENTER OF A GRAVELED ROAD, 22 FEET NORTH OF THE
 DK0145'NORTH EDGE OF A DITCH, 109 FEET EAST OF A FENCE CORNER, 144.5
 DK0145'FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER, 3 FEET
 DK0145'SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 DK0145'IT IS A STANDARD DISK, STAMPED BENA NO 1 1957 FLUSH WITH THE
 DK0145'GROUND SURFACE.
 DK0145'
 DK0145'REFERENCE MARK NO. 2 IS 122.38 FEET NORTHWEST OF THE STATION.
 DK0145'IT IS 57.5 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 27
 DK0145'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 23 FEET NORTH
 DK0145'OF THE NORTH BANK OF A DITCH, 62 FEET NORTHEAST OF THE CENTER
 DK0145'OF THE INTERSECTION, 44 FEET EAST OF A POWER LINE POLE WITH
 DK0145'A TRANSFORMER, 8.5 FEET EAST OF A FENCE CORNER AND 1.5 FEET
 DK0145'EAST NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DK0145'REFERENCE MARK DISK STAMPED BENA NO 2 1957 FLUSH WITH THE
 DK0145'GROUND SURFACE.
 DK0145'
 DK0145'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 100.5
 DK0145'FEET.
 DK0145'
 DK0145'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 23 FEET
 DK0145'WEST OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A FENCE
 DK0145'CORENR AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 DK0145'STATION IS VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH
 DK0145'MARK DISK, STAMPED BENA 1957 PROJECTING 3 INCHES.
 DK0145'
 DK0145'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE MISSISSIPPI
 DK0145'VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO
 DK0145'SOUTHWEST ON U.S. HIGHWAY 82 FOR 0.55 MILE TO A CROSSROADS.
 DK0145'TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES
 DK0145'TO ANOTHER CROSSROADS AND THE STATION IN THE SOUTHEAST ANGLE.
 DK0145'TO REACH THE AZIMUTH, TURN LEFT (SOUTH) AND CONTINUE ON AN ALL
 DK0145'WEATHER ROAD FOR 0.4 MILE TO A FENCE CORNER AND THE MARK
 DK0145'ON THE RIGHT AS DESCRIBED.
 DK0145'
 DK0145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DK0145'NORTHWEST OF ITTA BENA.
 DK0145
 DK0145                          STATION RECOVERY (1967)
 DK0145
 DK0145'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0145'1.85 MI SW FROM ITTA BENA.
 DK0145'THE MARK IS LOCATED 2.5 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 DK0145'OF ITTA BENA IN THE SOUTHEAST ANGLE OF A CROSSROADS, APPROXIMATELY 1.3
 DK0145'MILES WEST OF U.S. HIGHWAY 82, IN THE NORTHWEST 1/4 OF SECTION 24, T
 DK0145'19N, R 2W AND ON LAND OWNED BY MRS. CATHERINE COOPAGE. IT IS 38.5 FEET
 DK0145'SOUTH OF THE CENTER OF A BLACKTOP ROAD, 102 FEET EAST OF THE CENTER OF
 DK0145'A GRAVELED ROAD, 11 FEET SOUTH OF THE SOUTH EDGE OF A DITCH, 120 FEET
 DK0145'EAST SOUTHEAST OF TELEPHONE LINE POLE NO. 33 1/2, 111 FEET SOUTHEAST
 DK0145'OF THE CENTER OF THE INTERSECTION, 154 FEET SOUTHEAST OF A POWER LINE
 DK0145'POLE WITH A TRANSFORMER, 1 FOOT BELOW THE LEVEL OF THE BLACKTOP ROAD
 DK0145'AND 6 INCHES BELOW THE GROUND.  TO REACH FROM THE MAIN ENTRANCE TO THE
 DK0145'MISSISSIPPI VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO
 DK0145'SOUTHWEST ON U.S. HIGHWAY 82 FOR 0.55 MILE TO A CROSSROADS. TURN RIGHT
 DK0145'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO A CROSSROADS
 DK0145'AND THE MARK ON THE LEFT IN THE NORTHWEST EDGE OF A CULTIVATED FIELD.
 DK0145
 DK0145                          STATION RECOVERY (1981)
 DK0145
 DK0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RPS)
 DK0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0341 ***********************************************************************
 DK0341  DESIGNATION -  BENA AZ MK
 DK0341  PID         -  DK0341
 DK0341  STATE/COUNTY-  MS/LEFLORE
 DK0341  USGS QUAD   -  ITTA BENA (1983)
 DK0341
 DK0341                         *CURRENT SURVEY CONTROL
 DK0341  ___________________________________________________________________
 DK0341* NAD 83(1986)-  33 29 56.     (N)    090 21 59.     (W)     SCALED    
 DK0341* NAVD 88     -        36.415  (meters)     119.47   (feet)  ADJUSTED  
 DK0341  ___________________________________________________________________
 DK0341  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0341  DYNAMIC HT  -          36.377 (meters)     119.35  (feet)  COMP
 DK0341  MODELED GRAV-     979,608.5   (mgal)                       NAVD 88
 DK0341
 DK0341  VERT ORDER  -  SECOND    CLASS 0
 DK0341
 DK0341.The horizontal coordinates were scaled from a topographic map and have
 DK0341.an estimated accuracy of +/- 6 seconds.
 DK0341
 DK0341.The orthometric height was determined by differential leveling
 DK0341.and adjusted in June 1991.
 DK0341
 DK0341.The geoid height was determined by GEOID03.
 DK0341
 DK0341.The dynamic height is computed by dividing the NAVD 88
 DK0341.geopotential number by the normal gravity value computed on the
 DK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0341.degrees latitude (g = 980.6199 gals.).
 DK0341
 DK0341.The modeled gravity was interpolated from observed gravity values.
 DK0341
 DK0341;                    North         East    Units  Estimated Accuracy
 DK0341;SPC MS W     -   443,370.      696,930.      MT  (+/- 180 meters Scaled)
 DK0341
 DK0341                          SUPERSEDED SURVEY CONTROL
 DK0341
 DK0341  NGVD 29 (??/??/??)   36.488  (m)          119.71   (f) ADJUSTED    2 0
 DK0341
 DK0341.Superseded values are not recommended for survey control.
 DK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0341.See file dsdata.txt to determine how the superseded data were derived.
 DK0341
 DK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT446097(NAD 83)
 DK0341_MARKER: DZ = AZIMUTH MARK DISK
 DK0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0341_STAMPING: BENA 1957
 DK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0341+STABILITY: SURFACE MOTION
 DK0341
 DK0341  HISTORY     - Date     Condition        Report By
 DK0341  HISTORY     - 1957     MONUMENTED       CGS
 DK0341  HISTORY     - 1967     GOOD             MSHD
 DK0341
 DK0341                          STATION DESCRIPTION
 DK0341
 DK0341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0341'2.25 MI SW FROM ITTA BENA.
 DK0341'THE MARK IS LOCATED 2.8 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 DK0341'OF ITTA BENA APPROXIMATELY 0.7 MILE NORTH OF U.S. HIGHWAY 82 AND IS IN
 DK0341'THE NORTHEAST 1/4 OF SECTION 23, T 19N, R 2W.  IT IS 23 FEET WEST OF
 DK0341'THE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A FENCE CORNER, 1.5
 DK0341'FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE GRAVELED ROAD
 DK0341'AND PROJECTS 3 INCHES.  TO REACH FROM THE MAIN ENTRANCE TO THE
 DK0341'MISSISSIPPI VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO
 DK0341'SOUTHWEST ON U.S. HIGHWAY 82 FOR 0.55 MILE TO A CROSSROADS. TURN RIGHT
 DK0341'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO A SIDE ROAD
 DK0341'LEFT.  TURN LEFT (SOUTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.4
 DK0341'MILE TO A FENCE CORNER AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0147 ***********************************************************************
 DK0147  DESIGNATION -  BENA RM 1
 DK0147  PID         -  DK0147
 DK0147  STATE/COUNTY-  MS/LEFLORE
 DK0147  USGS QUAD   -  SHELLMOUND (1983)
 DK0147
 DK0147                         *CURRENT SURVEY CONTROL
 DK0147  ___________________________________________________________________
 DK0147* NAD 83(1986)-  33 30 13.     (N)    090 21 54.     (W)     SCALED    
 DK0147* NAVD 88     -        36.798  (meters)     120.73   (feet)  ADJUSTED  
 DK0147  ___________________________________________________________________
 DK0147  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0147  DYNAMIC HT  -          36.760 (meters)     120.60  (feet)  COMP
 DK0147  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 DK0147
 DK0147  VERT ORDER  -  SECOND    CLASS 0
 DK0147
 DK0147.The horizontal coordinates were scaled from a topographic map and have
 DK0147.an estimated accuracy of +/- 6 seconds.
 DK0147
 DK0147.The orthometric height was determined by differential leveling
 DK0147.and adjusted in June 1991.
 DK0147
 DK0147.The geoid height was determined by GEOID03.
 DK0147
 DK0147.The dynamic height is computed by dividing the NAVD 88
 DK0147.geopotential number by the normal gravity value computed on the
 DK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0147.degrees latitude (g = 980.6199 gals.).
 DK0147
 DK0147.The modeled gravity was interpolated from observed gravity values.
 DK0147
 DK0147;                    North         East    Units  Estimated Accuracy
 DK0147;SPC MS W     -   443,890.      697,060.      MT  (+/- 180 meters Scaled)
 DK0147
 DK0147                          SUPERSEDED SURVEY CONTROL
 DK0147
 DK0147  NGVD 29 (??/??/??)   36.871  (m)          120.97   (f) ADJUSTED    2 0
 DK0147
 DK0147.Superseded values are not recommended for survey control.
 DK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0147.See file dsdata.txt to determine how the superseded data were derived.
 DK0147
 DK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT447102(NAD 83)
 DK0147_MARKER: DR = REFERENCE MARK DISK
 DK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0147_STAMPING: BENA NO 1 1957
 DK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0147+STABILITY: SURFACE MOTION
 DK0147
 DK0147  HISTORY     - Date     Condition        Report By
 DK0147  HISTORY     - 1957     MONUMENTED       CGS
 DK0147  HISTORY     - 1967     GOOD             MSHD
 DK0147
 DK0147                          STATION DESCRIPTION
 DK0147
 DK0147'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0147'1.85 MI SW FROM ITTA BENA.
 DK0147'THE MARK IS LOCATED 2.5 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 DK0147'OF ITTA BENA, 1.3 MILES WEST OF HIGHWAY 82 IN THE NORTHEAST ANGLE OF A
 DK0147'CROSSROADS AND IN THE SOUTHWEST 1/4 OF SECTION 13, T 19N, R 2W. IT IS
 DK0147'96.11 FEET NORTH OF TRIANGULATION STATION BENA, 55 FEET NORTH OF THE
 DK0147'CENTER OF THE BLACKTOP ROAD.  128.5 FEET EAST OF THE CENTER OF A
 DK0147'GRAVELED ROAD, 22 FEET NORTH OF THE NORTH EDGE OF A DITCH, 109 FEET
 DK0147'EAST OF A FENCE CORNER, 100.5 FEET EAST OF RM NO 2, 144.5 FEET EAST OF
 DK0147'A POWER LINE POLE WITH A TRANSFORMER, 3 FEET SOUTH OF A FENCE, 1 FOOT
 DK0147'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE BLACKTOP ROAD AND
 DK0147'PROJECTS 4 INCHES.  TO REACH FROM THE MAIN ENTRANCE TO THE MISSISSIPPI
 DK0147'VALLEY STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO SOUTHWEST
 DK0147'ON U.S. HIGHWAY 82 FOR 0.55 MILE TO A CROSSROADS. TURN RIGHT (WEST)
 DK0147'AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO A CROSSROADS AND THE
 DK0147'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0146 ***********************************************************************
 DK0146  CBN         -  This is a Cooperative Base Network Control Station.
 DK0146  DESIGNATION -  BENA RM 2
 DK0146  PID         -  DK0146
 DK0146  STATE/COUNTY-  MS/LEFLORE
 DK0146  USGS QUAD   -  SHELLMOUND (1983)
 DK0146
 DK0146                         *CURRENT SURVEY CONTROL
 DK0146  ___________________________________________________________________
 DK0146* NAD 83(2007)-  33 30 16.59683(N)    090 21 56.59467(W)     ADJUSTED  
 DK0146* NAVD 88     -        36.682  (meters)     120.35   (feet)  ADJUSTED  
 DK0146  ___________________________________________________________________
 DK0146  EPOCH DATE  -        2002.00
 DK0146  X           -     -33,981.724 (meters)                     COMP
 DK0146  Y           -  -5,323,687.515 (meters)                     COMP
 DK0146  Z           -   3,500,766.389 (meters)                     COMP
 DK0146  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DK0146  ELLIP HEIGHT-          10.355 (meters)          (02/10/07) ADJUSTED
 DK0146  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0146  DYNAMIC HT  -          36.644 (meters)     120.22  (feet)  COMP
 DK0146
 DK0146  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK0146  Type    PID    Designation                      North   East  Ellip
 DK0146  -------------------------------------------------------------------
 DK0146  NETWORK DK0146 BENA RM 2                         1.18   1.20   4.39
 DK0146  -------------------------------------------------------------------
 DK0146  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 DK0146
 DK0146  VERT ORDER  -  SECOND    CLASS 0
 DK0146
 DK0146.The horizontal coordinates were established by GPS observations
 DK0146.and adjusted by the National Geodetic Survey in February 2007.
 DK0146
 DK0146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0146.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0146.The horizontal coordinates are valid at the epoch date displayed above.
 DK0146.The epoch date for horizontal control is a decimal equivalence
 DK0146.of Year/Month/Day.
 DK0146
 DK0146.The orthometric height was determined by differential leveling
 DK0146.and adjusted in June 1991.
 DK0146
 DK0146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0146
 DK0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0146
 DK0146.The ellipsoidal height was determined by GPS observations
 DK0146.and is referenced to NAD 83.
 DK0146
 DK0146.The geoid height was determined by GEOID03.
 DK0146
 DK0146.The dynamic height is computed by dividing the NAVD 88
 DK0146.geopotential number by the normal gravity value computed on the
 DK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0146.degrees latitude (g = 980.6199 gals.).
 DK0146
 DK0146.The modeled gravity was interpolated from observed gravity values.
 DK0146
 DK0146;                    North         East     Units Scale Factor Converg.
 DK0146;SPC MS W     -   444,002.830   696,990.790   MT  0.99995011   -0 01 04.4
 DK0146;SPC MS W     - 1,456,699.28  2,286,710.62   sFT  0.99995011   -0 01 04.4
 DK0146;UTM  15      - 3,710,336.932   744,706.982   MT  1.00033832   +1 27 17.5
 DK0146
 DK0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0146!SPC MS W     -   0.99999837  x   0.99995011  =   0.99994848
 DK0146!UTM  15      -   0.99999837  x   1.00033832  =   1.00033669
 DK0146
 DK0146                          SUPERSEDED SURVEY CONTROL
 DK0146
 DK0146  ELLIP H (04/15/02)   10.338  (m)                       GP(       ) 4 2
 DK0146  NAD 83(1993)-  33 30 16.59665(N)    090 21 56.59416(W) AD(       ) B
 DK0146  ELLIP H (02/15/02)   10.348  (m)                       GP(       ) 4 1
 DK0146  NAVD 88 (02/15/02)   36.68   (m)          120.3    (f) LEVELING    3  
 DK0146  NGVD 29 (??/??/??)   36.755  (m)          120.59   (f) ADJUSTED    2 0
 DK0146
 DK0146.Superseded values are not recommended for survey control.
 DK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0146.See file dsdata.txt to determine how the superseded data were derived.
 DK0146
 DK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4470710337(NAD 83)
 DK0146_MARKER: DR = REFERENCE MARK DISK
 DK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0146_STAMPING: BENA NO 2 1957
 DK0146_MARK LOGO: CGS   
 DK0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0146+STABILITY: SURFACE MOTION
 DK0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0146+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 DK0146
 DK0146  HISTORY     - Date     Condition        Report By
 DK0146  HISTORY     - 1957     MONUMENTED       CGS
 DK0146  HISTORY     - 1967     GOOD             MSHD
 DK0146  HISTORY     - 20000401 GOOD             NGS
 DK0146  HISTORY     - 20040919 GOOD             MSSU
 DK0146
 DK0146                          STATION DESCRIPTION
 DK0146
 DK0146'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0146'1.85 MI SW FROM ITTA BENA.
 DK0146'THE MARK IS LOCATED 2.5 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 DK0146'OF ITTA BENA IN THE NORTHEAST ANGLE OF A CROSSROADS, 1.3 MILES WEST OF
 DK0146'U.S. HIGHWAY 82 AND IS IN THE SOUTHWEST 1/4 OF SECTION 13, T 19N, R
 DK0146'2W.  IT IS 122.38 FEET NORTHWEST OF TRIANGULATION STATION BENA, 57.5
 DK0146'FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 27 FEET EAST OF THE
 DK0146'CENTER OF THE GRAVELED ROAD, 23 FEET NORTH OF THE NORTH EDGE OF A
 DK0146'DITCH, 62 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS, 44 FEET EAST
 DK0146'OF A POWER LINE POLE WITH A TRANSFORMER, 100.5 FEET WEST OF RM-1, 8.5
 DK0146'FEET EAST OF A FENCE CORNER, 1.5 FEET EAST NORTHEAST OF A METAL
 DK0146'WITNESS POST, ABOUT LEVEL WITH THE BLACKTOP ROAD AND IS FLUSH WITH TO
 DK0146'GROUND.  TO REACH FROM THE MAIN ENTRANCE TO THE MISSISSIPPI VALLEY
 DK0146'STATE COLLEGE AT THE NORTHWEST EDGE OF ITTA BENA GO SOUTHWEST ON U.S.
 DK0146'HIGHWAY 82 FOR 0.55 MILE TO A CROSSROADS.  TURN RIGHT (WEST) AND
 DK0146'CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO A CROSSROADS AND THE MARK
 DK0146'ON THE RIGHT AS DESCRIBED.
 DK0146
 DK0146                          STATION RECOVERY (2000)
 DK0146
 DK0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0146'RECOVERED AS DESCRIBED.  THE MARK IS NOW 1.5 FT (0.5 M) WEST NORTHWEST
 DK0146'OF A METAL WITNESS POST, AT THE SOUTH EDGE OF A SMALL WOODLOT AND 29
 DK0146'FT (8.8 M) EAST OF THE CENTERLINE OF A DRIVEWAY TO A 1 STORY BRICK
 DK0146'HOUSE.  TO REACH THE STATION FROM THE ENTRANCE TO THE MISSISSIPPI
 DK0146'VALLEY STATE UNIVERSITY JUST NORTHWEST OF ITTA BENA, DRIVE SOUTHWEST
 DK0146'ON US 82 FOR 0.55 MILE (0.89 KM) TO A CROSSROAD, CR 536.  TURN RIGHT
 DK0146'(WESTERLY) AND PROCEED ON GRAVEL ROAD, CR 536, FOR 1.3 MILES (2.1 KM)
 DK0146'TO A ROAD LEFT AND THE STATION ON THE RIGHT.
 DK0146
 DK0146                          STATION RECOVERY (2004)
 DK0146
 DK0146'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (JWP)
 DK0146'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2743 ***********************************************************************
 CP2743  DESIGNATION -  BENCH MK FISHERS BRI USE 1948
 CP2743  PID         -  CP2743
 CP2743  STATE/COUNTY-  MS/CLAIBORNE
 CP2743  USGS QUAD   -  BIG BLACK (1973)
 CP2743
 CP2743                         *CURRENT SURVEY CONTROL
 CP2743  ___________________________________________________________________
 CP2743* NAD 83(1993)-  32 09 18.61137(N)    090 46 08.15361(W)     ADJUSTED  
 CP2743* NAVD 88     -        30.67   (+/-2cm)     100.6    (feet)  VERTCON   
 CP2743  ___________________________________________________________________
 CP2743  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP2743  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP2743  HORZ ORDER  -  SECOND
 CP2743  VERT ORDER  -  THIRD ? (See Below)
 CP2743
 CP2743.The horizontal coordinates were established by classical geodetic methods
 CP2743.and adjusted by the National Geodetic Survey in May 1994.
 CP2743
 CP2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2743.The vertical order pertains to the NGVD 29 superseded value.
 CP2743
 CP2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2743
 CP2743.The geoid height was determined by GEOID03.
 CP2743
 CP2743;                    North         East     Units Scale Factor Converg.
 CP2743;SPC MS W     -   294,438.067   658,910.308   MT  0.99997081   -0 13 54.6
 CP2743;SPC MS W     -   966,002.22  2,161,774.90   sFT  0.99997081   -0 13 54.6
 CP2743;UTM  15      - 3,559,816.206   710,403.887   MT  1.00014597   +1 11 16.2
 CP2743
 CP2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2743!SPC MS W     -   0.99999933  x   0.99997081  =   0.99997014
 CP2743!UTM  15      -   0.99999933  x   1.00014597  =   1.00014530
 CP2743
 CP2743                          SUPERSEDED SURVEY CONTROL
 CP2743
 CP2743  NAD 83(1986)-  32 09 18.62451(N)    090 46 08.14961(W) AD(       ) 2
 CP2743  NAD 27      -  32 09 18.07319(N)    090 46 07.77538(W) AD(       ) 2
 CP2743  NGVD 29 (07/19/86)   30.70   (m)          100.7    (f) LEVELING    3  
 CP2743
 CP2743.Superseded values are not recommended for survey control.
 CP2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2743.See file dsdata.txt to determine how the superseded data were derived.
 CP2743
 CP2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1040459816(NAD 83)
 CP2743_MARKER: P = PIPE CAP
 CP2743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2743
 CP2743  HISTORY     - Date     Condition        Report By
 CP2743  HISTORY     - 1948     MONUMENTED       USE
 CP2743  HISTORY     - 1956     GOOD             CGS
 CP2743
 CP2743                          STATION DESCRIPTION
 CP2743
 CP2743'DESCRIBED BY US ENGINEERS 1948 (FXP)
 CP2743'THE MARK IS LOCATED ABOUT 10-1/2 MILES EAST OF YOKENA, AND ON THE
 CP2743'EAST SIDE OF THE BIG BLACK RIVER.  A TRAVERSE CONNECTION WAS MADE
 CP2743'FROM TRIANGULATION STATION FISHER TO THIS MARK.  IT IS 26.686
 CP2743'METERS (87.55 FEET) NORTHWEST OF THE TRIANGULATION STATION,
 CP2743'AND 40 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE.  THE
 CP2743'MARK IS A 4 INCH CAST IRON PIPE AND BRONZE CAP, AND IT PROJECTS
 CP2743'2 INCHES.
 CP2743'
 CP2743'TO REACH THE MARK FROM THE POST OFFICE IN YOKENA, GO SOUTH ON
 CP2743'U.S. HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN
 CP2743'LEFT AND GO ON THE MAIN GRAVEL ROAD FOR 2.2 MILES TO A ROAD FORK,
 CP2743'CONTINUE ON THE LEFT ROAD FOR 2.95 MILES TO A SCHOOL ON THE
 CP2743'RIGHT AND A ROAD FORK.  TAKE THE LEFT ROAD FOR 0.1 MILE THEN
 CP2743'CONTINUE ON THE LEFT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE
 CP2743'RIGHT, TURN RIGHT AND GO FOR 2.75 MILES TO A SIDE ROAD ON THE
 CP2743'LEFT.  CONTINUE STRAIGHT AHEAD FOR 6.5 MILES TO THE FISHERS
 CP2743'BRIDGE AND THE MARK ON THE EAST END OF THE BRIDGE AS
 CP2743'DESCRIBED.
 CP2743
 CP2743                          STATION RECOVERY (1956)
 CP2743
 CP2743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP2743'THE STATION WAS VISITED 5-16-56 AND WAS FOUND IN GOOD CONDITION.
 CP2743'A NEW DESCRIPTION FOLLOWS--
 CP2743'
 CP2743'THE STATION IS LOCATED 10.5 MILES EAST OF YOKENA, 1.6 MILE NORTH
 CP2743'OF THE CROSSROAD AT REGANTON, ON THE EAST BANK OF THE BIG BLACK
 CP2743'RIVER, 87.55 FEET NORTHWEST OF TRIANGULATION STATION FISHER 1948,
 CP2743'44 FEET NORTH OF THE CENTER OF THE EAST END OF THE OLD BRIDGE
 CP2743'OVER THE RIVER, 33 FEET EAST OF THE EAST BANK OF THE RIVER,
 CP2743'44 FEET NORTHWEST OF THE NORTHWEST END OF A GATE AND 46 FEET
 CP2743'NORTHWEST OF THE CENTER OF A TRACK ROAD.  IT IS A STANDARD
 CP2743'U.S.E. CAP WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS
 CP2743'FLUSH WITH THE GROUND.  THERE WAS NO STAMPING ON THE CAP.
 CP2743'
 CP2743'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON GO
 CP2743'EAST 2 BLOCKS TO U.S. HIGHWAY 61, TURN LEFT, NORTH, ON
 CP2743'U.S. HIGHWAY 61 AND GO 3.9 MILES TO A CROSSROAD AND THE CROSSROAD
 CP2743'STORE IN THE SOUTHWEST ANGLE, TURN RIGHT AND GO 4.5 MILES TO THE
 CP2743'CROSSROAD AT THE SMALL SETTLEMENT OF WILLOWS, CONTINUE FOR 0.25
 CP2743'MILE TO A FORK, TAKE RIGHT FORK AND GO 8.95 MILES TO A FORK AND
 CP2743'THE MIDWAY CHURCH OF CHRIST IN THE MIDDLE OF THE FORK, TAKE
 CP2743'LEFT FORK AND GO 0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO
 CP2743'3.65 MILE TO THE CROSSROAD IN REGANTON AND THE S.M. WHITE STORE
 CP2743'IN THE NORTHWEST ANGLE, TURN LEFT AND GO 1.6 MILE TO THE
 CP2743'BIG BLACK RIVER AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2751 ***********************************************************************
 CP2751  DESIGNATION -  BEND
 CP2751  PID         -  CP2751
 CP2751  STATE/COUNTY-  MS/CLAIBORNE
 CP2751  USGS QUAD   -  WILLOWS (1973)
 CP2751
 CP2751                         *CURRENT SURVEY CONTROL
 CP2751  ___________________________________________________________________
 CP2751* NAD 83(1993)-  32 05 03.92082(N)    090 59 51.50668(W)     ADJUSTED  
 CP2751* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 CP2751  ___________________________________________________________________
 CP2751  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CP2751  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2751  HORZ ORDER  -  THIRD
 CP2751
 CP2751.The horizontal coordinates were established by classical geodetic methods
 CP2751.and adjusted by the National Geodetic Survey in May 1994.
 CP2751
 CP2751.The orthometric height was scaled from a topographic map.
 CP2751
 CP2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2751
 CP2751.The geoid height was determined by GEOID03.
 CP2751
 CP2751;                    North         East     Units Scale Factor Converg.
 CP2751;SPC MS W     -   286,703.344   637,287.609   MT  0.99999848   -0 21 10.3
 CP2751;SPC MS W     -   940,625.89  2,090,834.43   sFT  0.99999848   -0 21 10.3
 CP2751;SPC LA N     -   176,656.073 1,141,816.378   MT  0.99991896   +0 47 39.5
 CP2751;SPC LA N     -   579,579.13  3,746,109.23   sFT  0.99991896   +0 47 39.5
 CP2751;UTM  15      - 3,551,547.789   688,976.921   MT  1.00004043   +1 03 50.1
 CP2751
 CP2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2751!SPC MS W     -   0.99999032  x   0.99999848  =   0.99998880
 CP2751!SPC LA N     -   0.99999032  x   0.99991896  =   0.99990928
 CP2751!UTM  15      -   0.99999032  x   1.00004043  =   1.00003075
 CP2751
 CP2751|---------------------------------------------------------------------|
 CP2751| PID    Reference Object                     Distance      Geod. Az  |
 CP2751|                                                           dddmmss.s |
 CP2751| CY3427 BEND RM 2                            33.528 METERS 01923     |
 CP2751| CY3425 BEND AZ MK                                         0491549.5 |
 CP2751| CY3426 BEND RM 1                            29.246 METERS 28012     |
 CP2751|---------------------------------------------------------------------|
 CP2751
 CP2751                          SUPERSEDED SURVEY CONTROL
 CP2751
 CP2751  NAD 83(1986)-  32 05 03.93375(N)    090 59 51.50322(W) AD(       ) 3
 CP2751  NAD 27      -  32 05 03.37843(N)    090 59 51.11806(W) AD(       ) 3
 CP2751
 CP2751.Superseded values are not recommended for survey control.
 CP2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2751.See file dsdata.txt to determine how the superseded data were derived.
 CP2751
 CP2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR8897751548(NAD 83)
 CP2751_MARKER: DS = TRIANGULATION STATION DISK
 CP2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2751
 CP2751  HISTORY     - Date     Condition        Report By
 CP2751  HISTORY     - 1948     MONUMENTED       CGS
 CP2751  HISTORY     - 1956     GOOD             CGS
 CP2751  HISTORY     - 1970     GOOD             MSHD
 CP2751
 CP2751                          STATION DESCRIPTION
 CP2751
 CP2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2751'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF PORT
 CP2751'GIBSON AND 7.5 MILES SOUTHWEST OF YOKENA ON LAND OWNED BY
 CP2751'MR. HICKS PARKER.  IT IS 46 FEET SOUTH OF THE APPROXIMATE
 CP2751'CENTERLINE OF A DIRT ROAD AND 4 FEET NORTH OF A WITNESS POST.
 CP2751'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BEND
 CP2751'1948.
 CP2751'
 CP2751'REFERENCE MARK NO. 1 IS 95.95 FEET WEST OF THE STATION AND
 CP2751'15 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 CP2751'ROAD.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 CP2751'BEND NO 1 1948.
 CP2751'
 CP2751'REFERENCE MARK NO. 2 IS 110.00 FEET NORTH-NORTHEAST OF THE
 CP2751'STATION AND 12 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE
 CP2751'OF THE DIRT ROAD.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 CP2751'IS STAMPED BEND NO 2 1948.
 CP2751'
 CP2751'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 42
 CP2751'FEET NORTHWEST OF A CORRAL, 15 FEET SOUTH OF THE APPROXIMATE
 CP2751'CENTERLINE OF THE DIRT ROAD, AND 4 FEET SOUTHEAST OF A WITNESS
 CP2751'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 CP2751'BEND 1948.
 CP2751'
 CP2751'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON, GO
 CP2751'NORTH ON U.S. HIGHWAY 61 FOR 3.8 MILES TO THE CROSS ROAD
 CP2751'STORE AT A CROSSROAD, HERE TURN LEFT AND GO 1.1 MILE TO TO
 CP2751'A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.5 MILES TO A FORK IN
 CP2751'THE ROAD, TAKE THE LEFT ROAD AND GO 1.5 MILES TO ANOTHER FORK
 CP2751'IN THE ROAD, TAKE THE RIGHT ROAD AND GO 3.85 MILES TO
 CP2751'THE STATION ON THE RIGHT AS DESCRIBED.
 CP2751'
 CP2751'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 CP2751'A DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CP2751'AS DESCRIBED.
 CP2751'
 CP2751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2751
 CP2751                          STATION RECOVERY (1956)
 CP2751
 CP2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP2751'THE STATION WAS VISITED 5-18-56 AND ALL MARKS WERE FOUND
 CP2751'IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 CP2751'STATION BY UNDERBRUSH.  A NEW DESCRIPTIONS FOLLOWS--
 CP2751'
 CP2751'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF PORT
 CP2751'GIBSON AND 7.5 MILES SOUTHWEST OF YOKENA ON PROPERTY OWNED
 CP2751'BY MR. HICKS PARKER, ABOUT 0.15 MILE SOUTHWEST OF A TENANT
 CP2751'HOUSE, ON A GRASSY KNOLL ABOUT 8 FEET ABOVE THE ELEVATION OF
 CP2751'A DIRT ROAD, 46 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 CP2751'33 FEET SOUTH OF THE WEST ONE OF TWO CHINA BERRY TREES, AND
 CP2751'7.5 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK,
 CP2751'STAMPED BEND 1948, PROJECTING 6 INCHES.
 CP2751'
 CP2751'REFERENCE MARK NO. 1 IS 95.95 FEET WEST OF THE STATION, 18
 CP2751'FEET NORTH OF THE CENTER OF A DIRT ROAD AND 18 FEET WEST
 CP2751'OF THE CENTER OF A DIM TRACK ROAD.  IT IS ABOUT 5 FEET LOWER
 CP2751'THAN THE STATION AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 CP2751'IT IS A STANDARD DISK, STAMPED BEND NO 1 1948, PROJECTING
 CP2751'2 INCHES.
 CP2751'
 CP2751'REFERENCE MARK NO. 2 IS 110.00 FEET NORTH-NORTHEAST OF THE
 CP2751'STATION, 16 FEET NORTH OF THE CENTER OF THE DIRT ROAD AT THE
 CP2751'WEST END OF A SMALL CLEARING.  IT IS A STANDARD DISK, STAMPED
 CP2751'BEND NO 2 1948, PROJECTING 2 INCHES.
 CP2751'
 CP2751'REFERENCE MARKS NO. 1 AND NO. 2 ARE SEPERATED BY A DEEP GULLY
 CP2751'WHICH IS BORDERED ON THE SOUTH SIDE BY THE DIRT ROAD.
 CP2751'
 CP2751'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF THE STATION,
 CP2751'ABOUT 50 YARDS SOUTHEAST OF THE TENANT HOUSE ON A RIDGE OF
 CP2751'DIRT ABOUT 4 FEET HIGHER THAN THE ROAD, 23 FEET SOUTH OF
 CP2751'THE CENTER OF THE DIRT ROAD, 41 FEET WEST OF THE NORTHWEST
 CP2751'CORNER OF A STOCK PEN AND LOADING CHUTE AND 13 FEET EAST
 CP2751'OF A 12-INCH CHINA BERRY TREE.  IT IS A STANDARD DISK STAMPED
 CP2751'BEND 1948, PROJECTING 6 INCHES.
 CP2751'
 CP2751'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON, GO
 CP2751'EAST FOR 2 BLOCKS TO U.S. HIGHWAY 61, TURN LEFT, NORTH AND
 CP2751'GO 3.9 MILES TO A CROSSROAD AND THE CROSS ROAD STORE IN THE
 CP2751'SOUTHWEST ANGLE, TURN LEFT AND GO 1.0 MILE TO A SIDE ROAD
 CP2751'RIGHT, TURN RIGHT AND GO NORTH 1.55 MILE TO A FORK, TAKE
 CP2751'LEFT FORK AND GO 1.4 MILE TO A FORK, TAKE RIGHT FORK AND GO
 CP2751'NORTHERLY 3.8 MILES TO THE STATION ON THE RIGHT.
 CP2751'
 CP2751'TO REACH THE AZIMUTH FROM THE STATION GO NORTHEAST ON DIRT
 CP2751'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CP2751
 CP2751                          STATION RECOVERY (1970)
 CP2751
 CP2751'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLQ)
 CP2751'THE STATION WAS VISITED 3-17-70 AND THE STATION MARK, REFERENCE
 CP2751'MARK, NO. 1, NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD
 CP2751'CONDITION.
 CP2751'
 CP2751'THE MEASUREMENTS TO THE R.M.S WERE CHECKED IN THE FIELD AND
 CP2751'WERE FOUND TO BE SLOPE DISTANCES.  A 4.02 FOOT ERROR WAS
 CP2751'FOUND TO R.M.-1 AND A 0.05 FOOT ERROR TO R.M.-2.
 CP2751'
 CP2751'THE STATION IS LOCATED 9 MILES NORTH NORTHWEST OF PORT GIBSON
 CP2751'AND 7.5 MILES SOUTHWEST OF YOKENA, IN THE NORTHEAST 1/4 OF
 CP2751'SECTION 21, T13N, R2E, AND ON PROPERTY OWNED BY MR. HICKS
 CP2751'PARKER.  IT IS 48 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 CP2751'ROAD, 27 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 33
 CP2751'FEET SOUTHEAST OF A 14 INCH CHINABERRY, 1 FOOT SOUTHWEST
 CP2751'OF A METAL WITNESS POST AND IS ABOUT 4 FEET ABOVE THE LEVEL
 CP2751'OF THE ROAD.  (NOTE) THE AZIMUTH IS NOT VISIBLE FROM THE
 CP2751'STATION.
 CP2751'
 CP2751'IT IS A C AND GS TRIANGULATION DISK, STAMPED BEND 1948 PROJECTING
 CP2751'6 INCHES.
 CP2751'
 CP2751'REFERENCE MARK NO. 1 IS 99.97 FEET (SLOPE) WEST OF THE STATION.
 CP2751'IT IS 18 FEET NORTH NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 CP2751'19 FEET WEST SOUTHWEST OF THE CENTER OF A TRACK ROAD, 145
 CP2751'FEET SOUTH OF A 10 INCH THORN TREE, 1 FOOT NORTHWEST OF A
 CP2751'METAL WITNESS POST AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 CP2751'THE ROAD.  IT IS A C AND GS DISK, STAMPED BEND NO 1 1948,
 CP2751'PROJECTING 6 INCHES.
 CP2751'
 CP2751'REFERENCE MARK NO. 2 IS 109.95 FEET (SLOPE) NORTHEAST OF THE
 CP2751'STATION.  IT IS 12 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 CP2751'ROAD, 10.5 FEET SOUTHEAST OF A 12 INCH THORN TREE, 35 FEET
 CP2751'SOUTH SOUTHEAST OF A 12 INCH TWIN OAK, 86.5 FEET WEST SOUTHWEST
 CP2751'OF A 16 INCH ELM, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 CP2751'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  IT IS
 CP2751'A C AND GS REFERENCE MARK DISK STAMPED BEND NO 2 1948,
 CP2751'PROJECTING 4 INCHES.
 CP2751'
 CP2751'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT
 CP2751'IS 24 FEET SOUTH SOUTHEAST OF THE CENTER OF A GRAVEL ROAD,
 CP2751'13 FEET EAST OF A 12 INCH CHINABERRY, 32 FEET NORTHWEST OF
 CP2751'A 12 INCH TWIN ELM, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 CP2751'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD.  IT IS
 CP2751'AN AZIMUTH MARK DISK, STAMPED BEND 1948, PROJECTING 6 INCHES.
 CP2751'
 CP2751'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON
 CP2751'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION
 CP2751'OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 CP2751'HIGHWAY 61 FOR 3.9 MILES TO A CROSSROADS.  TURN LEFT (WEST)
 CP2751'AND CONTINUE ON A BLACK TOP ROAD FOR 1 MILE TO A SIDE ROAD
 CP2751'RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON A BLACK TOP ROAD
 CP2751'FOR 1.6 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 CP2751'WEST ON A BLACK TOP ROAD FOR 1.4 MILES TO ANOTHER FORK.
 CP2751'TAKE THE RIGHT FORK AND CONTINUE NORTH ON A BLACK TOP ROAD
 CP2751'FOR 3.85 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 CP2751'AZIMUTH CONTINUE NORTHEAST ON A GRAVEL ROAD FOR 0.25 MILE
 CP2751'TO THE MARK ON THE RIGHT JUST BEFORE REACHING THE REMAINS
 CP2751'OF A LOG BARN.
 CP2751'
 CP2751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CP2751'NORTH NORTHWEST OF PORT GIBSON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2510 ***********************************************************************
 BH2510  DESIGNATION -  BENNDALE STATE FOREST LOT
 BH2510  PID         -  BH2510
 BH2510  STATE/COUNTY-  MS/GEORGE
 BH2510  USGS QUAD   -  BENNDALE (1982)
 BH2510
 BH2510                         *CURRENT SURVEY CONTROL
 BH2510  ___________________________________________________________________
 BH2510* NAD 83(1993)-  30 52 13.71230(N)    088 48 33.65712(W)     ADJUSTED  
 BH2510* NAVD 88     -              **(meters)            **(feet)            
 BH2510  ___________________________________________________________________
 BH2510  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2510  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH2510  HORZ ORDER  -  THIRD
 BH2510
 BH2510.The horizontal coordinates were established by classical geodetic methods
 BH2510.and adjusted by the National Geodetic Survey in May 1994.
 BH2510
 BH2510
 BH2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2510
 BH2510.The geoid height was determined by GEOID03.
 BH2510
 BH2510;                    North         East     Units Scale Factor Converg.
 BH2510;SPC MS E     -   151,917.545   302,293.562   MT  0.99995006   +0 00 44.3
 BH2510;SPC MS E     -   498,416.15    991,774.79   sFT  0.99995006   +0 00 44.3
 BH2510;UTM  16      - 3,416,649.217   327,021.817   MT  0.99996910   -0 55 43.0
 BH2510
 BH2510                          SUPERSEDED SURVEY CONTROL
 BH2510
 BH2510  NAD 83(1993)-  30 52 13.72975(N)    088 48 33.66009(W) AD(       ) 4
 BH2510  NAD 83(1986)-  30 52 13.73048(N)    088 48 33.65750(W) AD(       ) 4
 BH2510  NAD 27      -  30 52 13.05840(N)    088 48 33.51813(W) AD(       ) 3
 BH2510
 BH2510.Superseded values are not recommended for survey control.
 BH2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2510.See file dsdata.txt to determine how the superseded data were derived.
 BH2510
 BH2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2702216649(NAD 83)
 BH2510_MARKER: 57 = LOOKOUT TOWER
 BH2510
 BH2510  HISTORY     - Date     Condition        Report By
 BH2510  HISTORY     - 1964     FIRST OBSERVED   CGS
 BH2510
 BH2510                          STATION DESCRIPTION
 BH2510
 BH2510'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7820 ***********************************************************************
 AJ7820  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7820  DESIGNATION -  BENNETT
 AJ7820  PID         -  AJ7820
 AJ7820  STATE/COUNTY-  MS/LAFAYETTE
 AJ7820  USGS QUAD   -  OXFORD NORTH (1980)
 AJ7820
 AJ7820                         *CURRENT SURVEY CONTROL
 AJ7820  ___________________________________________________________________
 AJ7820* NAD 83(2007)-  34 22 36.93062(N)    089 31 37.92781(W)     ADJUSTED  
 AJ7820* NAVD 88     -       124.1    (meters)     407.     (feet)  GPS OBS   
 AJ7820  ___________________________________________________________________
 AJ7820  EPOCH DATE  -        2002.00
 AJ7820  X           -      43,485.626 (meters)                     COMP
 AJ7820  Y           -  -5,269,665.210 (meters)                     COMP
 AJ7820  Z           -   3,581,087.076 (meters)                     COMP
 AJ7820  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AJ7820  ELLIP HEIGHT-          97.418 (meters)          (02/10/07) ADJUSTED
 AJ7820  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AJ7820
 AJ7820  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7820  Type    PID    Designation                      North   East  Ellip
 AJ7820  -------------------------------------------------------------------
 AJ7820  NETWORK AJ7820 BENNETT                           0.71   0.65   2.82
 AJ7820  -------------------------------------------------------------------
 AJ7820
 AJ7820.The horizontal coordinates were established by GPS observations
 AJ7820.and adjusted by the National Geodetic Survey in February 2007.
 AJ7820
 AJ7820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7820.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7820.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7820.The epoch date for horizontal control is a decimal equivalence
 AJ7820.of Year/Month/Day.
 AJ7820
 AJ7820.The orthometric height was determined by GPS observations and a
 AJ7820.high-resolution geoid model.
 AJ7820
 AJ7820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7820
 AJ7820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7820
 AJ7820.The ellipsoidal height was determined by GPS observations
 AJ7820.and is referenced to NAD 83.
 AJ7820
 AJ7820.The geoid height was determined by GEOID03.
 AJ7820
 AJ7820;                    North         East     Units Scale Factor Converg.
 AJ7820;SPC MS E     -   540,974.041   236,184.217   MT  1.00000018   -0 23 30.5
 AJ7820;SPC MS E     - 1,774,845.67    774,881.05   sFT  1.00000018   -0 23 30.5
 AJ7820;UTM  16      - 3,806,844.715   267,626.696   MT  1.00026564   -1 25 39.3
 AJ7820
 AJ7820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7820!SPC MS E     -   0.99998471  x   1.00000018  =   0.99998489
 AJ7820!UTM  16      -   0.99998471  x   1.00026564  =   1.00025034
 AJ7820
 AJ7820                          SUPERSEDED SURVEY CONTROL
 AJ7820
 AJ7820  ELLIP H (04/15/02)   97.424  (m)                       GP(       ) 4 2
 AJ7820  NAD 83(1993)-  34 22 36.93034(N)    089 31 37.92738(W) AD(       ) B
 AJ7820  ELLIP H (02/15/02)   97.424  (m)                       GP(       ) 4 1
 AJ7820
 AJ7820.Superseded values are not recommended for survey control.
 AJ7820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7820.See file dsdata.txt to determine how the superseded data were derived.
 AJ7820
 AJ7820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6762706845(NAD 83)
 AJ7820_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7820_STAMPING: BENNETT 2001
 AJ7820_MARK LOGO: NGS   
 AJ7820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7820+STABILITY: SURFACE MOTION
 AJ7820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7820+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 AJ7820
 AJ7820  HISTORY     - Date     Condition        Report By
 AJ7820  HISTORY     - 2001     MONUMENTED       MSHD
 AJ7820  HISTORY     - 20030608 GOOD             CHUSTZ
 AJ7820
 AJ7820                          STATION DESCRIPTION
 AJ7820
 AJ7820'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2001
 AJ7820'THE STATION IS IN THE CITY OF OXFORD, MS, IN THE FRONT LAWN OF THE
 AJ7820'MUNICIPAL CENTER.  TO REACH IT FROM THE INTERSECTION OF ROUTES 6 AND 7
 AJ7820'SOUTHEAST OF TOWN, DRIVE NORTH ON RTE 7 APPROXIMATELY 2.3 MI (3.7 KM)
 AJ7820'AND TAKE THE RTE 30/MOLLY BARR ROAD EXIT.  PROCEED WESTWARD FOR 0.7 MI
 AJ7820'(1.1 KM) TO A 4-WAY STOP, THEN CONTINUE WESTERLY THEN SOUTHERLY ON
 AJ7820'MOLLY BARR RD. FOR 1.6 MI (2.6 KM) TO THE CITY OF OXFORD MUNICIPAL
 AJ7820'CENTER ON THE RIGHT.  THE STATION MARK IS AN NGS BRASS DISK SET IN THE
 AJ7820'TOP OF A NOMINALLY ROUND CONCRETE MONUMENT FULSH WITH THE GROUND
 AJ7820'SURFACE.  IT IS 16.75 M (54.95 FT) WEST OF THE WEST CURB OF MOLLY BARR
 AJ7820'RD, 7.6 M (24.9 FT) NORTH OF THE NORTH CURB OF THE SOUTH DRIVE INTO
 AJ7820'THE FACILITY, 3.5 M (11.5 FT) NE OF THE NEAREST POINT OF THE CURVED
 AJ7820'ASPHALT CURB, AND 22.5 M (73.8 FT) EAST OF THE SE CORNER OF THE 1
 AJ7820'STORY BRICK AND METAL BLDG.
 AJ7820
 AJ7820                          STATION RECOVERY (2003)
 AJ7820
 AJ7820'RECOVERY NOTE BY CHUSTZ SURVEYING INC 2003 (LAH)
 AJ7820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0774 ***********************************************************************
 DK0774  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0774  DESIGNATION -  BENOIT RESET
 DK0774  PID         -  DK0774
 DK0774  STATE/COUNTY-  MS/BOLIVAR
 DK0774  USGS QUAD   -  BENOIT (1972)
 DK0774
 DK0774                         *CURRENT SURVEY CONTROL
 DK0774  ___________________________________________________________________
 DK0774* NAD 83(2007)-  33 40 28.88779(N)    091 01 41.99650(W)     ADJUSTED  
 DK0774* NAVD 88     -        49.41   (meters)     162.1    (feet)  GPS OBS   
 DK0774  ___________________________________________________________________
 DK0774  EPOCH DATE  -        2002.00
 DK0774  X           -     -95,358.100 (meters)                     COMP
 DK0774  Y           -  -5,312,513.944 (meters)                     COMP
 DK0774  Z           -   3,516,487.857 (meters)                     COMP
 DK0774  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DK0774  ELLIP HEIGHT-          22.815 (meters)          (02/10/07) ADJUSTED
 DK0774  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK0774
 DK0774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK0774  Type    PID    Designation                      North   East  Ellip
 DK0774  -------------------------------------------------------------------
 DK0774  NETWORK DK0774 BENOIT RESET                      1.16   0.98   1.39
 DK0774  -------------------------------------------------------------------
 DK0774
 DK0774.The horizontal coordinates were established by GPS observations
 DK0774.and adjusted by the National Geodetic Survey in February 2007.
 DK0774
 DK0774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0774.The horizontal coordinates are valid at the epoch date displayed above.
 DK0774.The epoch date for horizontal control is a decimal equivalence
 DK0774.of Year/Month/Day.
 DK0774
 DK0774.The orthometric height was determined by GPS observations and a
 DK0774.high-resolution geoid model.
 DK0774.The orthometric height was determined by GPS observations and a
 DK0774.high-resolution geoid model using precise GPS observation and
 DK0774.processing techniques. It supersedes the leveled height previously
 DK0774.determined for this station.
 DK0774
 DK0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0774
 DK0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0774
 DK0774.The ellipsoidal height was determined by GPS observations
 DK0774.and is referenced to NAD 83.
 DK0774
 DK0774.The geoid height was determined by GEOID03.
 DK0774
 DK0774;                    North         East     Units Scale Factor Converg.
 DK0774;SPC MS W     -   463,082.672   635,551.551   MT  1.00000119   -0 23 07.3
 DK0774;SPC MS W     - 1,519,297.07  2,085,138.71   sFT  1.00000119   -0 23 07.3
 DK0774;SPC AR S     -   512,229.991   490,101.115   MT  0.99993806   +0 32 37.8
 DK0774;SPC AR S     - 1,680,541.23  1,607,940.07   sFT  0.99993806   +0 32 37.8
 DK0774;UTM  15      - 3,727,831.563   682,784.382   MT  1.00001190   +1 05 36.8
 DK0774
 DK0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0774!SPC MS W     -   0.99999642  x   1.00000119  =   0.99999761
 DK0774!SPC AR S     -   0.99999642  x   0.99993806  =   0.99993448
 DK0774!UTM  15      -   0.99999642  x   1.00001190  =   1.00000832
 DK0774
 DK0774|---------------------------------------------------------------------|
 DK0774| PID    Reference Object                     Distance      Geod. Az  |
 DK0774|                                                           dddmmss.s |
 DK0774| DK0776 BENOIT RM 1                                        05711     |
 DK0774| CY7140 34 B                                155.580 METERS 09537     |
 DK0774| DK0777 BENOIT RM 2                         APPROX. 0.7 KM 1354040.6 |
 DK0774| DK1992 BENOIT WATER TANK                                  14511     |
 DK0774| DK0773 77                                  110.962 METERS 16046     |
 DK0774| CY7139 34 A                                242.075 METERS 18733     |
 DK0774|---------------------------------------------------------------------|
 DK0774
 DK0774                          SUPERSEDED SURVEY CONTROL
 DK0774
 DK0774  NAD 83(1993)-  33 40 28.88736(N)    091 01 41.99586(W) AD(       ) 1
 DK0774  ELLIP H (03/17/04)   22.825  (m)                       GP(       ) 4 2
 DK0774  NAD 83(1993)-  33 40 28.88948(N)    091 01 42.00294(W) AD(       ) 1
 DK0774  NAD 83(1986)-  33 40 28.89946(N)    091 01 41.99868(W) AD(       ) 1
 DK0774  NAD 27      -  33 40 28.49600(N)    091 01 41.61200(W) AD(       ) 1
 DK0774  NAVD 88 (06/15/91)   49.438  (m)          162.20   (f) ADJUSTED    1 1
 DK0774  NGVD 29 (??/??/??)   49.509  (m)          162.43   (f) ADJUSTED    1 1
 DK0774
 DK0774.Superseded values are not recommended for survey control.
 DK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0774.See file dsdata.txt to determine how the superseded data were derived.
 DK0774
 DK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8278427832(NAD 83)
 DK0774_MARKER: DS = TRIANGULATION STATION DISK
 DK0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0774_SP_SET: CONCRETE POST
 DK0774_STAMPING: BENOIT 1929
 DK0774_MARK LOGO: NGS   
 DK0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0774+STABILITY: SURFACE MOTION
 DK0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0774+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 DK0774
 DK0774  HISTORY     - Date     Condition        Report By
 DK0774  HISTORY     - 1973     MONUMENTED       NGS
 DK0774  HISTORY     - 1974     GOOD             NGS
 DK0774  HISTORY     - 1974     GOOD             NGS
 DK0774  HISTORY     - 19920123 GOOD             NGS
 DK0774  HISTORY     - 20020923 GOOD             PYBURN
 DK0774
 DK0774                          STATION DESCRIPTION
 DK0774
 DK0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 DK0774'THE STATION WAS VISITED 12-6-73 AND THE STATION WAS FOUND APPARENTLY
 DK0774'IN GOOD CONDITION, REFERENCE MARK NO. 2 WAS ALSO FOUND IN GOOD
 DK0774'CONDITION.  P.B.M. 77 (M.R.C.) WAS NOT FOUND AT THIS DATE USING THE
 DK0774'DISTANCE AND DIRECTION FROM THE STATION.  PRB 34B AND PRB 34A
 DK0774'(USE) MARKS WERE MEASURED TO AND A DIRECTION TAKEN FROM THE
 DK0774'STATION AND USED AS REFERENCE MARKS.  REFERENCE MARK NO. 1 WAS
 DK0774'DESTROYED PRIOR TO THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK0774'
 DK0774'THE STATION IS LOCATED 2.1 MILES WEST OF BENOIT ON THE SOUTHEAST
 DK0774'SIDE OF THE LEVEE, ON THE EAST SIDE OF THE MISSISSIPPI RIVER, IN THE
 DK0774'NORTH POINT OF A TRIANGLE FORMED BY ROADS.  IT IS 46 FEET SOUTHEAST
 DK0774'OF THE TOP OF THE LEVEE, 192.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DK0774'A CATTLE GUARD ON THE TOP OF THE LEVEE, 24 FEET WEST OF THE CENTER
 DK0774'OF THE ROAD LEADING TO THE TOP OF THE LEVEE, 141 FEET SOUTH OF THE
 DK0774'INTERSECTIONS OF THE ROAD ON THE TOP OF THE LEVEE AND THE ROAD
 DK0774'LEADING TO THE TOP OF THE LEVEE, 218 FEET NORTH OF THE INTERSECTION
 DK0774'OF THE CENTER OF THE ROADS AT THE TOE OF THE LEVEE, 184 FEET
 DK0774'NORTH OF THE FENCE CORNER AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 DK0774'POST.  IT IS A TRIANGULATION STATION DISK STAMPED BENOIT 1929
 DK0774'PROJECTS 2 INCHES.
 DK0774'
 DK0774'PRB 34 B (USE) IS 510.43 FEET EAST OF THE STATION.  IT IS 413 FEET
 DK0774'NNE OF A GRAVELED ROAD FROM A POINT ABOUT 100 FEET WEST OF A CATTLE
 DK0774'GUARD, 401 FEET NNE OF A FENCE CORNER, 32.5 FEET WNW OF A DITCH,
 DK0774'3.5 FEET ESE OF A FENCE, 42 FEET NW OF A FORKED SYCAMORE TREE, 3
 DK0774'FEET WNW OF A YELLOW WITNESS POST AND 1 FOOT NORTH OF A METAL
 DK0774'WITNESS POST.  IT IS A BRONZE DISK 2 INCHES IN DIAMETER WITH A PUNCH
 DK0774'HOLE IN ITS CENTER, SET IN A MASS OF CONCRETE.
 DK0774'
 DK0774'PRB 34A (USE) IS 794.21 FEET SOUTH OF THE STATION.  IT IS 545 FEET
 DK0774'SSW OF THE CENTER OF THE GRAVELED ROAD, 3 FEET WEST OF A 6-INCH
 DK0774'SQUARE CONCRETE POST PAINTED YELLOW, 163 FEET SW OF THE SW CORNER
 DK0774'OF THE LARGE BARN, 82 FEET NW OF A FENCE LINE, 109 WNW OF THE
 DK0774'CENTER OF A DITCH, 143 SSW OF THE PROJECTED PLANE OF THE SOUTH
 DK0774'WALL OF THE BARN.  IT IS A BRONZE MISSISSIPPI LEVEE DISTRICT
 DK0774'MARKER WITH A CENTER PUNCH IN THE CENTER, STAMPED 34, SET IN A MASS
 DK0774'OF CONCRETE 3 FEET IN DIAMETER, FLUSH WITH THE GROUND.
 DK0774'
 DK0774'REFERENCE MARK NO. 2 IS 0.45 MILE SOUTHEAST OF THE STATION IN THE
 DK0774'NORTHWEST CORNER OF A CEMETERY, 24 FEET SOUTHWEST OF THE CENTER OF
 DK0774'A GRAVELED ROAD, 100 FEET SOUTHEAST OF THE INTERSECTION OF THE
 DK0774'CENTERLINE S OF THE ROAD FORKS, 80 FEET NORTH OF A 3-FOOT TREE IN A
 DK0774'CEMETERY AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 DK0774'
 DK0774'TO REACH THE STATION FROM THE WATER TANK IN BENOIT, GO WEST ON BLACK
 DK0774'TOPPED AND GRAVEL ROAD FOR 1.6 MILES TO A FORKS AND THE AZIMUTH MARK
 DK0774'ON THE LEFT, CONTINUE WEST FOR 0.35 MILE TO A CATTLE GUARD,
 DK0774'CONTINUE WEST FOR 0.1 MILE TO A FORKS AT THE TOE OF THE LEVEE, TURN
 DK0774'RIGHT AND GO UP THE LEVEE FOR ABOUT 200 FEET AND THE STATION ON THE
 DK0774'FIRST LEFT.
 DK0774'
 DK0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.1 MILE WEST OF
 DK0774'BENOIT.
 DK0774
 DK0774                          STATION RECOVERY (1974)
 DK0774
 DK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 DK0774'BENOIT STATION-THE STATION MARK WAS RRECOVERED IN GOOD CONDITION,
 DK0774'TO REACH GO ABOUT 1.85 MILES NORTHWEST ALONG A GRAVEL ROAD AND PAVED
 DK0774'ROAD FROM THE PAST OFFICE AT BENOIT, AT A POINT WHERE THE
 DK0774'ROAD CROSSES THE LEVEE, 146 FEET SOUTH OF THE APPROX.
 DK0774'CENTER OF THE CROSSING OF THE NORTHWEST LEG OF ROAD, 374 FEET
 DK0774'NORTHEAST OF THE APPROX. CENTER OF THE CROSSING OF THE SOUTHWEST
 DK0774'LEG OF THE ROAD, 24.4 FEET WEST OF THE APPROX. CENTER OF THE
 DK0774'NORTH LEG OF THE ROAD, 43 FEET SOUTHEAST OF APPROX. CENTER OF
 DK0774'THE LEVEE, 3.1 FEET SOUTH OF A METAL WITNESS POST, 10 FEET BELOW
 DK0774'THE LEVEL OF THE LEVEE, SET IN THE TOP OF A CONCRETE POST
 DK0774'PROJECTING 0.4 FOOT.
 DK0774'
 DK0774'BENOIT R.M. 2- THE R.M. WAS RECOVERED IN GOOD CONDITION, TO
 DK0774'REACH GO ABOUT 1.40 MILES NORTHWEST ALONG A GRAVEL AND PAVED
 DK0774'ROAD FROM THE POST OFFICE AT BENOIT, AT THE NORTH CORNER OF
 DK0774'AN OLD ABANDED CEMETARY, 64.5 SOUTH-SOUTHEAST OF APPROX. CENTER
 DK0774'OF A FORK IN THE ROADS, 25.5 FEET SOUTHWEST OF APPROX. CENTER
 DK0774'OF THE ROAD, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 0.5
 DK0774'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 DK0774'CONCRETE POST PROJECTING 0.4 FOOT.  (BM 77(USE) NOT RECOVERED)
 DK0774'
 DK0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.85
 DK0774'MILES NORTHWEST OF BENOIT.
 DK0774
 DK0774                          STATION RECOVERY (1974)
 DK0774
 DK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DK0774'1.85 MI NW FROM BENOIT.
 DK0774'ABOUT 1.85 MILES NORTHWEST ALONG A GRAVEL ROAD AND PAVED ROAD FROM THE
 DK0774'POST OFFICE AT BENOIT, AT A POINT WHERE THE ROAD CROSSES THE LEVEE,
 DK0774'146 FEET SOUTH OF THE CENTER LINE OF THE CROSSING OF THE NORTHWEST LEG
 DK0774'OF ROAD, 374 FEET NORTHEAST OF THE CENTER LINE OF THE CROSSING OF THE
 DK0774'SOUTHWEST LEG OF THE ROAD, 24.4 FEET WEST OF THE CENTER LINE OF THE
 DK0774'NORTH LEG OF ROAD, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE,
 DK0774'3.1 FEET SOUTH OF A METAL WITNESS POST, 10 FEET BELOW LEVEL OF THE
 DK0774'LEVEE, IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. SEC 3, T
 DK0774'21N, R 8W.
 DK0774
 DK0774                          STATION RECOVERY (1992)
 DK0774
 DK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0774'24.5 KM (15.20 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK0774'OF STATE HIGHWAY 8 IN ROSEDALE, THENCE 3.2 KM (2.00 MI) NORTHWESTERLY
 DK0774'ALONG A PAVED AND GRAVELED ROAD, 32.8 M (107.6 FT) NORTH-NORTHWEST OF
 DK0774'BENCH MARK K 241, 13.2 M (43.3 FT) SOUTHEAST OF THE CENTER OF A
 DK0774'GRAVELED ROAD ON TOP OF A LEVEE, 7.5 M (24.6 FT) WEST OF THE CENTER
 DK0774'OF THE ROAD, 3.0 M (9.8 FT) BELOW THE TOP OF THE LEVEE, 1.0 M
 DK0774'(3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.9 M (3.0 FT) SOUTH OF A
 DK0774'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DK0774'NOTE--NOT RESTAMPED WHEN RESET BY USGS IN 1971.
 DK0774
 DK0774                          STATION RECOVERY (2002)
 DK0774
 DK0774'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK0774'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1992 ***********************************************************************
 DK1992  DESIGNATION -  BENOIT WATER TANK
 DK1992  PID         -  DK1992
 DK1992  STATE/COUNTY-  MS/BOLIVAR
 DK1992  USGS QUAD   -  BENOIT (1972)
 DK1992
 DK1992                         *CURRENT SURVEY CONTROL
 DK1992  ___________________________________________________________________
 DK1992* NAD 83(1993)-  33 39 05.92305(N)    091 00 33.05138(W)     ADJUSTED  
 DK1992* NAVD 88     -              **(meters)            **(feet)            
 DK1992  ___________________________________________________________________
 DK1992  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DK1992  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1992  HORZ ORDER  -  THIRD
 DK1992
 DK1992.The horizontal coordinates were established by classical geodetic methods
 DK1992.and adjusted by the National Geodetic Survey in May 1994.
 DK1992
 DK1992
 DK1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1992
 DK1992.The geoid height was determined by GEOID03.
 DK1992
 DK1992;                    North         East     Units Scale Factor Converg.
 DK1992;SPC MS W     -   460,514.799   637,310.814   MT  0.99999843   -0 22 28.3
 DK1992;SPC MS W     - 1,510,872.30  2,090,910.56   sFT  0.99999843   -0 22 28.3
 DK1992;SPC AR S     -   509,691.137   491,901.678   MT  0.99994065   +0 33 16.4
 DK1992;SPC AR S     - 1,672,211.67  1,613,847.42   sFT  0.99994065   +0 33 16.4
 DK1992;UTM  15      - 3,725,309.895   684,609.344   MT  1.00002017   +1 06 12.6
 DK1992
 DK1992                          SUPERSEDED SURVEY CONTROL
 DK1992
 DK1992  NAD 83(1986)-  33 39 05.93301(N)    091 00 33.04734(W) AD(       ) 4
 DK1992  NAD 27      -  33 39 05.52500(N)    091 00 32.66000(W) AD(       ) 3
 DK1992
 DK1992.Superseded values are not recommended for survey control.
 DK1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1992.See file dsdata.txt to determine how the superseded data were derived.
 DK1992
 DK1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8460925310(NAD 83)
 DK1992_MARKER: 51 = TANK
 DK1992
 DK1992  HISTORY     - Date     Condition        Report By
 DK1992  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK1992  HISTORY     - 1935     GOOD             CGS
 DK1992
 DK1992                          STATION DESCRIPTION
 DK1992
 DK1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK1992'WATER TANK IS W OF BENOIT RAILROAD STATION.  STILL STANDING IN
 DK1992'ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2518 ***********************************************************************
 CP2518  DESIGNATION -  BENTON
 CP2518  PID         -  CP2518
 CP2518  STATE/COUNTY-  MS/YAZOO
 CP2518  USGS QUAD   -  LINWOOD (1964)
 CP2518
 CP2518                         *CURRENT SURVEY CONTROL
 CP2518  ___________________________________________________________________
 CP2518* NAD 83(1993)-  32 49 02.28071(N)    090 14 48.54482(W)     ADJUSTED  
 CP2518* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CP2518  ___________________________________________________________________
 CP2518  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CP2518  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CP2518  HORZ ORDER  -  FIRST
 CP2518
 CP2518.The horizontal coordinates were established by classical geodetic methods
 CP2518.and adjusted by the National Geodetic Survey in May 1994.
 CP2518
 CP2518.The orthometric height was scaled from a topographic map.
 CP2518
 CP2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2518
 CP2518.The geoid height was determined by GEOID03.
 CP2518
 CP2518;                    North         East     Units Scale Factor Converg.
 CP2518;SPC MS W     -   367,781.766   708,101.354   MT  0.99995081   +0 02 48.8
 CP2518;SPC MS W     - 1,206,630.68  2,323,162.53   sFT  0.99995081   +0 02 48.8
 CP2518;UTM  15      - 3,634,391.053   757,760.789   MT  1.00041932   +1 29 34.6
 CP2518
 CP2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2518!SPC MS W     -   0.99998681  x   0.99995081  =   0.99993763
 CP2518!UTM  15      -   0.99998681  x   1.00041932  =   1.00040613
 CP2518
 CP2518|---------------------------------------------------------------------|
 CP2518| PID    Reference Object                     Distance      Geod. Az  |
 CP2518|                                                           dddmmss.s |
 CP2518| CY3434 BENTON RM 1                          22.440 METERS 00425     |
 CP2518| CP2540 CYPRESS                             APPROX. 8.1 KM 1643544.7 |
 CP2518| CP2539 PERSIMMON                           APPROX.20.5 KM 1795932.8 |
 CP2518| CY3435 BENTON RM 2                          24.762 METERS 25937     |
 CP2518| CY3436 BENTON RM 3                          24.772 METERS 25940     |
 CP2518| CY3433 BENTON AZ MK                                       3222525.5 |
 CP2518|---------------------------------------------------------------------|
 CP2518
 CP2518                          SUPERSEDED SURVEY CONTROL
 CP2518
 CP2518  NAD 83(1986)-  32 49 02.29402(N)    090 14 48.54063(W) AD(       ) 1
 CP2518  NAD 27      -  32 49 01.81230(N)    090 14 48.22290(W) AD(       ) 1
 CP2518
 CP2518.Superseded values are not recommended for survey control.
 CP2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2518.See file dsdata.txt to determine how the superseded data were derived.
 CP2518
 CP2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5776134391(NAD 83)
 CP2518_MARKER: DS = TRIANGULATION STATION DISK
 CP2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2518_STAMPING: BENTON 1959
 CP2518_MARK LOGO: CGS   
 CP2518
 CP2518  HISTORY     - Date     Condition        Report By
 CP2518  HISTORY     - 1959     MONUMENTED       CGS
 CP2518  HISTORY     - 1964     GOOD             USGS
 CP2518  HISTORY     - 1967     GOOD             CGS
 CP2518  HISTORY     - 19810301 GOOD             MSSU
 CP2518
 CP2518                          STATION DESCRIPTION
 CP2518
 CP2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2518'THE STATION IS ON THE PROPERTY OF THE BENTON HIGH SCHOOL,
 CP2518'ABOUT 2 MILES SOUTH AND 9 MILES EAST OF YAZOO CITY, 1/2
 CP2518'MILE SOUTHEAST OF THE CENTER OF BENTON AND IN THE NORTH CENTRAL
 CP2518'EDGE OF SECTION 12, T 11 N, R 1 W.
 CP2518'
 CP2518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP2518'16 AND 433 IN BENTON, GO EASTERLY ON HIGHWAY 16 FOR 0.85
 CP2518'MILE TO THE SCHOOL DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT,
 CP2518'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.15 MILE TO A WOOD
 CP2518'GATE AND THE STATION ON THE RIGHT.
 CP2518'
 CP2518'THE STATION MARKS ARE STANDARD DISKS, STAMPED BENTON 1959.
 CP2518'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP2518'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 178 FEET SOUTHEAST
 CP2518'OF THE CENTER OF THE WOOD GATE, 105 FEET SOUTHWEST OF THE
 CP2518'CENTER OF HIGHWAY 16, 51 FEET NORTHEAST OF THE CENTER OF A
 CP2518'TRACK ROAD, 32 FEET NORTHEAST OF A POWERLINE POLE AND 28 FEET
 CP2518'SOUTHWEST OF A FENCE LINE.  THE UNDERGROUND DISK IS SET IN
 CP2518'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 CP2518'SURFACE.
 CP2518'
 CP2518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENTON NO 1 1959,
 CP2518'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2518'4 INCHES.  IT IS 107 FEET SOUTHEAST OF THE CENTER OF THE GATE,
 CP2518'96 FEET NORTH OF THE POWERLINE POLE, 61 FEET SOUTHWEST OF THE
 CP2518'CENTER THE HIGHWAY, 46 FEET NORTHEAST OF THE CENTER OF THE TRACK
 CP2518'ROAD, 2 FEET SOUTHWEST OF THE FENCE AND 1 FOOT SOUTHWEST
 CP2518'OF A METAL, WITNESS SIGNPOST.
 CP2518'
 CP2518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENTON NO 2 1959,
 CP2518'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2518'3 INCHES.  IT IS 182 FEET SOUTHWEST OF THE CENTER OF THE
 CP2518'HIGHWAY, 52 FEET WEST OF THE POWERLINE POLE AND 25 FEET SOUTHWEST
 CP2518'OF THE CENTER OF THE TRACK ROAD.
 CP2518'
 CP2518'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BENTON 1959,
 CP2518'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2518'6 INCHES.  IT IS 146 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CP2518'CORNER OF THE SCHOOL BUILDING, 43 FEET SOUTH OF THE CENTER
 CP2518'OF THE HIGHWAY, 20 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 CP2518'2 FEET EAST OF A POWERLINE POLE, 1 FOOT SOUTH OF THE SCHOOL
 CP2518'FENCE AND 1 FOOT SOUTH OF A METAL, WITNESS SIGNPOST.
 CP2518'
 CP2518'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 122.80 FEET AND OR
 CP2518'(37.430) METERS.
 CP2518'
 CP2518'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2518
 CP2518                          STATION RECOVERY (1964)
 CP2518
 CP2518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CP2518'THE TOP OF REFERENCE MARK 2 IS COMPLETELY BROKEN OFF AND GONE.
 CP2518'
 CP2518'STATION AND ALL OTHER MARKS WERE RECOVERED IN GOOD CONDITION.
 CP2518'
 CP2518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 CP2518'S. AND 9 MILES N. OF YAZOO CITY
 CP2518
 CP2518                          STATION RECOVERY (1967)
 CP2518
 CP2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 CP2518'THE STATION WAS VISITED 3-9-67 AND STATION MARK, AZIMUTH
 CP2518'MARK AND R.M. NO. 1 WERE FOUND IN GOOD CONDITION.  R.M. NO. 2
 CP2518'WAS FOUND WITH THE TOP OF MARK BROKEN OFF FLUSH WITH THE GROUND
 CP2518'AND THE DISK MISSING.  R.M. NO. 3 WAS ESTABLISHED AT THIS DATE
 CP2518'BY SETTING A REFERENCE MARK DISK IN THE REMAINDER OF THE
 CP2518'MONUMENT.  A NEW DESCRIPTION FOLLOWS--
 CP2518'
 CP2518'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF BENTON, ON
 CP2518'PROPERTY OF THE BENTON HIGH SCHOOL, ABOUT 9 MILES SOUTHEAST
 CP2518'OF YAZOO CITY, 0.5 MILE SOUTHEAST OF BENTON IN THE NORTH
 CP2518'CENTRAL EDGE OF SEC. 12, T 11 N, R 1 W, IN NORTHEAST SECTION
 CP2518'FIELD USED BY BENTON HIGH SCHOOL ATHLETIC DEPARTMENT.  THE
 CP2518'STATION IS 105 FT. SOUTHWEST OF STATE HIGHWAY 16, 51 FT.
 CP2518'NORTHEAST OF CENTER OF A TRACK ROAD, 28 FT. SOUTHWEST OF A
 CP2518'FENCE LINE, AND 32 FT. NORTHEAST OF A POWER POLE.  IT IS A
 CP2518'STANDARD TRIANGULATION DISK STAMPED BENTON 1959, FLUSH WITH
 CP2518'GROUND.
 CP2518'
 CP2518'REFERENCE MARK NO. 1 IS 73.63 FT. NORTH OF STATION, 60 FT.
 CP2518'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 16, 96 FT. NORTH
 CP2518'OF A POWER POLE, 47 FT. EAST OF THE CENTERLINE OF TRACK ROAD,
 CP2518'2 FT. SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 CP2518'REFERENCE MARK DISK STAMPED BENTON NO. 1 1959, PROJECTS 4
 CP2518'INCHES.
 CP2518'
 CP2518'REFERENCE MARK NO. 3 IS 81.27 FT. WEST SOUTHWEST OF STATION,
 CP2518'182 FT. SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 16, FT.
 CP2518'NORTHWEST OF TRACK ROAD, 52 FT. WEST OF A POWER POLE.  IT IS
 CP2518'A STANDARD REFERENCE MARK DISK STAMPED BENTON NO. 3 1959, FLUSH
 CP2518'WITH GROUND.
 CP2518'
 CP2518'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF STATION IN FRONT
 CP2518'OF THE BENTON HIGH SCHOOL, 146 FT. NORTHEAST OF NORTHEAST
 CP2518'CORNER OF MAIN SCHOOL BUILDING, 43 FT. SOUTHWEST OF THE
 CP2518'CENTERLINE OF STATE HIGHWAY 16, 21 FT. SOUTHEAST OF DRIVEWAY
 CP2518'TO SCHOOL, 2 FT. SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST
 CP2518'OF METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 CP2518'STAMPED BENTON 1959, PROJECTS 6 INCHES.
 CP2518'
 CP2518'TO REACH THE STATION FROM THE POST OFFICE IN BENTON, GO SOUTHEAST
 CP2518'ON STATE HIGHWAY 16 FOR 0.25 MILE TO A FORKS AND JUNCTION
 CP2518'WITH STATE HIGHWAY 433, TURN RIGHT AND GO SOUTHEAST ON STATE
 CP2518'HIGHEAY 16 FOR 0.7 MILE TO THE AZIMUTH MARK AND BENTON HIGH
 CP2518'SCHOOL ON THE RIGHT, CONTINUE SOUTHEAST FOR 0.1 MILE TO
 CP2518'TRACK ROAD RIGHT, TURN RIGHT AND GO 175 FT. TO MARK ON THE LEFT.
 CP2518'
 CP2518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 CP2518'SE OF BENTON
 CP2518
 CP2518                          STATION RECOVERY (1981)
 CP2518
 CP2518'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1649 ***********************************************************************
 EG1649  DESIGNATION -  BENTON FIRE TOWER
 EG1649  PID         -  EG1649
 EG1649  STATE/COUNTY-  MS/BENTON
 EG1649  USGS QUAD   -  CAMP HILL (1982)
 EG1649
 EG1649                         *CURRENT SURVEY CONTROL
 EG1649  ___________________________________________________________________
 EG1649* NAD 83(1993)-  34 57 08.65973(N)    089 01 57.39254(W)     ADJUSTED  
 EG1649* NAVD 88     -              **(meters)            **(feet)            
 EG1649  ___________________________________________________________________
 EG1649  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EG1649  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG1649  HORZ ORDER  -  THIRD
 EG1649
 EG1649.The horizontal coordinates were established by classical geodetic methods
 EG1649.and adjusted by the National Geodetic Survey in May 1994.
 EG1649
 EG1649
 EG1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1649
 EG1649.The geoid height was determined by GEOID03.
 EG1649
 EG1649;                    North         East     Units Scale Factor Converg.
 EG1649;SPC MS E     -   604,611.385   281,798.856   MT  0.99995408   -0 06 51.0
 EG1649;SPC MS E     - 1,983,629.19    924,535.08   sFT  0.99995408   -0 06 51.0
 EG1649;SPC TN       -    72,979.299   323,024.560   MT  1.00006584   -1 46 31.5
 EG1649;SPC TN       -   239,432.92  1,059,789.74   sFT  1.00006584   -1 46 31.5
 EG1649;UTM  16      - 3,869,651.556   314,400.239   MT  1.00002457   -1 09 53.3
 EG1649
 EG1649                          SUPERSEDED SURVEY CONTROL
 EG1649
 EG1649  NAD 83(1986)-  34 57 08.67091(N)    089 01 57.39214(W) AD(       ) 4
 EG1649  NAD 27      -  34 57 08.34266(N)    089 01 57.16369(W) AD(       ) 3
 EG1649
 EG1649.Superseded values are not recommended for survey control.
 EG1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1649.See file dsdata.txt to determine how the superseded data were derived.
 EG1649
 EG1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1440069652(NAD 83)
 EG1649_MARKER: 57 = LOOKOUT TOWER
 EG1649
 EG1649  HISTORY     - Date     Condition        Report By
 EG1649  HISTORY     - 1966     FIRST OBSERVED   CGS
 EG1649
 EG1649                          STATION DESCRIPTION
 EG1649
 EG1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1649'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF GRAND JUNCTION,
 EG1649'TENNESSEE, 7.5
 EG1649'MILES WEST OF WALNUT AND 0.2 MILE SOUTH OF U S HIGHWAY 72.
 EG1649'
 EG1649'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND STATE ROUTE 15 ON
 EG1649'THE NORTH EDGE OF
 EG1649'WALNUT, GO WEST ON U S HIGHWAY 72 FOR 8.5 MILES TO
 EG1649'CROSSROAD AND SIGN ON LEFT,
 EG1649'MISSISSIPPI FORESTRY COMMISSION-BENTON,
 EG1649'TURN LEFT AND GO SOUTH 0.1 MILE TO 3-WAY FORK,
 EG1649'KEEP CENTER ROAD OF
 EG1649'FORK AND CONTINUE SOUTH 0.05 MILE TO FIRE TOWER AS DESCRIBED.
 EG1649'
 EG1649'STATION IS FIRE TOWER, A METAL CABIN ATOP A 4 LEGGED SKELETON
 EG1649'STRUCTURE THAT IS
 EG1649'110 FEET HIGH AND BELONGS TO THE MISSISSIPPI FOREST
 EG1649'SERVICE.
 EG1649'
 EG1649'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0102 ***********************************************************************
 CP0102  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0102  DESIGNATION -  BENTONIA
 CP0102  PID         -  CP0102
 CP0102  STATE/COUNTY-  MS/YAZOO
 CP0102  USGS QUAD   -  TINSLEY (1988)
 CP0102
 CP0102                         *CURRENT SURVEY CONTROL
 CP0102  ___________________________________________________________________
 CP0102* NAD 83(2007)-  32 38 46.35260(N)    090 22 44.31578(W)     ADJUSTED  
 CP0102* NAVD 88     -        71.55   (meters)     234.7    (feet)  GPS OBS   
 CP0102  ___________________________________________________________________
 CP0102  EPOCH DATE  -        2002.00
 CP0102  X           -     -35,557.244 (meters)                     COMP
 CP0102  Y           -  -5,375,662.506 (meters)                     COMP
 CP0102  Z           -   3,421,011.018 (meters)                     COMP
 CP0102  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CP0102  ELLIP HEIGHT-          44.715 (meters)          (02/15/08) ADJUSTED
 CP0102  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP0102  HORZ ORDER  -  B
 CP0102  ELLP ORDER  -  FOURTH    CLASS II
 CP0102
 CP0102.The horizontal coordinates were established by GPS observations
 CP0102.and adjusted by the EMC INCORPORATED in February 2008.
 CP0102
 CP0102.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0102.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0102.The horizontal coordinates are valid at the epoch date displayed above.
 CP0102.The epoch date for horizontal control is a decimal equivalence
 CP0102.of Year/Month/Day.
 CP0102
 CP0102.The orthometric height was determined by GPS observations and a
 CP0102.high-resolution geoid model.
 CP0102.The orthometric height was determined by GPS observations and a
 CP0102.high-resolution geoid model using precise GPS observation and
 CP0102.processing techniques. It supersedes the leveled height previously
 CP0102.determined for this station.
 CP0102
 CP0102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0102
 CP0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0102
 CP0102.The ellipsoidal height was determined by GPS observations
 CP0102.and is referenced to NAD 83.
 CP0102
 CP0102.The geoid height was determined by GEOID03.
 CP0102
 CP0102;                    North         East     Units Scale Factor Converg.
 CP0102;SPC MS W     -   348,806.365   695,717.761   MT  0.99995023   -0 01 28.6
 CP0102;SPC MS W     - 1,144,375.55  2,282,534.02   sFT  0.99995023   -0 01 28.6
 CP0102;UTM  15      - 3,615,101.565   745,853.712   MT  1.00034539   +1 24 52.6
 CP0102
 CP0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0102!SPC MS W     -   0.99999298  x   0.99995023  =   0.99994321
 CP0102!UTM  15      -   0.99999298  x   1.00034539  =   1.00033837
 CP0102
 CP0102:                Primary Azimuth Mark                     Grid Az
 CP0102:SPC MS W     -  BENTONIA MUNICIPAL TANK                  113 14 03.6
 CP0102:UTM  15      -  BENTONIA MUNICIPAL TANK                  111 47 42.4
 CP0102
 CP0102|---------------------------------------------------------------------|
 CP0102| PID    Reference Object                     Distance      Geod. Az  |
 CP0102|                                                           dddmmss.s |
 CP0102| CP2543 BENTONIA MUNICIPAL TANK             APPROX. 1.2 KM 1131235.0 |
 CP0102| CP2547 FLORA MUNICIPAL WATER TANK          APPROX.13.0 KM 1503003.9 |
 CP0102| CP0103 BENTONIA RM 1                        27.177 METERS 15658     |
 CP0102| CY3437 BENTONIA AZ MK                                     2222737.2 |
 CP0102| CP0104 BENTONIA RM 2                        27.574 METERS 35659     |
 CP0102|---------------------------------------------------------------------|
 CP0102
 CP0102                          SUPERSEDED SURVEY CONTROL
 CP0102
 CP0102  NAD 83(1993)-  32 38 46.35152(N)    090 22 44.31500(W) AD(       ) 1
 CP0102  NAD 83(1986)-  32 38 46.36563(N)    090 22 44.31042(W) AD(       ) 1
 CP0102  NAD 27      -  32 38 45.86930(N)    090 22 43.97770(W) AD(       ) 1
 CP0102  NAVD 88 (06/15/91)   71.563  (m)          234.79   (f) ADJUSTED    2 0
 CP0102  NGVD 29 (??/??/92)   71.642  (m)          235.05   (f) ADJ UNCH    2 0
 CP0102
 CP0102.Superseded values are not recommended for survey control.
 CP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0102.See file dsdata.txt to determine how the superseded data were derived.
 CP0102
 CP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4585415102(NAD 83)
 CP0102_MARKER: DS = TRIANGULATION STATION DISK
 CP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0102_STAMPING: BENTONIA 1959
 CP0102_MARK LOGO: NONE  
 CP0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0102+STABILITY: SURFACE MOTION
 CP0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0102+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 CP0102
 CP0102  HISTORY     - Date     Condition        Report By
 CP0102  HISTORY     - 1959     MONUMENTED       CGS
 CP0102  HISTORY     - 1960     GOOD             CGS
 CP0102  HISTORY     - 1966     GOOD             MSHD
 CP0102  HISTORY     - 1966     GOOD             MSHD
 CP0102  HISTORY     - 20061201 GOOD             EMCINC
 CP0102
 CP0102                          STATION DESCRIPTION
 CP0102
 CP0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP0102'STATION IS LOCATED ABOUT 1/2 MILE WEST AND 1/4 MILE NORTH OF
 CP0102'BENTONIA, 1/4 MILE NORTH OF STATE HIGHWAY 433, 0.2 MILE WEST
 CP0102'OF U.S. HIGHWAY 49, IN THE NORTHWEST PORTION OF SECTION 11, T 9 N,
 CP0102'R 2 W, AND ON PROPERTY OWNED AND OCCUPIED BY MR. L.I. HANCOCK.
 CP0102'IT IS IN PASTURE LAND AND ON THE HIGHEST PART OF A SMALL RISE
 CP0102'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 CP0102'
 CP0102'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 CP0102'433, AT THE WEST EDGE OF BENTONIA, GO WEST ON STATE HIGHWAY
 CP0102'433 FOR 0.35 MILE TO A SIDE ROAD RIGHT.  (CONTINUE WEST ON
 CP0102'HIGHWAY FOR 0.8 MILE TO A PAVED DRIVE LEFT AND THE AZIMUTH
 CP0102'MARK ON THE LEFT) TURN RIGHT, CROSSING A STEEL CATTLEGUARD,
 CP0102'AND GO NORTH FOR 0.3 MILE TO MR. HANCOCKS HOUSE ON THE LEFT AND
 CP0102'A BOARD GATE.  PASS THROUGH GATE AND CONTINUE NORTH ACROSS BARN
 CP0102'LOT FOR 0.1 MILE TO ANOTHER BOARD GATE.  PASS THROUGH GATE AND
 CP0102'CONTINUE NORTH ALONG THE WEST SIDE OF A WIRE FENCE FOR 0.1
 CP0102'MILE TO THE HIGHEST PART OF THE RISE AND STATION.
 CP0102'
 CP0102'STATION MARKS ARE STANDARD DISKS, STAMPED BENTONIA 1959.
 CP0102'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 CP0102'INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF
 CP0102'AN 11 INCH SQUARE, CONCRETE POST 14 INCHES BELOW GROUND SURFACE.
 CP0102'IT IS 544 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 CP0102'TENANT HOUSE, 475 FEET WEST OF A POWERLINE POLE, 213 FEET NORTH
 CP0102'OF THE WEST GATEPOST OF A GATE FORMING A JOG IN A NORTH-SOUTH
 CP0102'FENCELINE AND 17.5 FEET WEST OF THE NORTH-SOUTH FENCELINE.
 CP0102'A METAL, WITNESS SIGNPOST WAS SET 17 INCHES WEST OF THE MARK.
 CP0102'
 CP0102'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENTONIA NO 1 1959,
 CP0102'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP0102'6 INCHES.  IT IS 126 FEET NORTH OF THE GATEPOST AND 1 FOOT WEST
 CP0102'OF THE FENCE.
 CP0102'
 CP0102'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENTONIA NO 2 1959,
 CP0102'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP0102'8 INCHES.  IT IS 302 FEET NORTH OF THE GATEPOST AND 1 FOOT
 CP0102'WEST OF THE FENCE.
 CP0102'
 CP0102'AZIMUTH MARK IS A STANDARD DISK, STAMPED BENTONIA 1959,
 CP0102'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP0102'4 INCHES.  IT IS 82 FEET NORTHEAST OF THE CENTER OF A STEEL
 CP0102'CATTLEGUARD, 79 FEET SOUTH OF THE HIGHWAY CENTER, 64 FEET EAST
 CP0102'OF THE DRIVEWAY CENTER, AND 45 FEET NORTH OF AN EAST-WEST
 CP0102'PROPERTY FENCE, AND 1 FOOT EAST OF A POWERLINE POLE.  A METAL,
 CP0102'WITNESS SIGNPOST WAS SET 1 FOOT SOUTH OF THE MARK.
 CP0102'
 CP0102'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 CP0102'176.86 FT. (53.907 M.)
 CP0102'
 CP0102'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP0102
 CP0102                          STATION RECOVERY (1960)
 CP0102
 CP0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (BGC)
 CP0102'THE STATION, ADIMUTH, AND REFERENCE MARKS WERE ALL FOUND
 CP0102'IN GOOD CONDITION.  DESCRIPTIONS ARE ADEQUATE.
 CP0102
 CP0102                          STATION RECOVERY (1966)
 CP0102
 CP0102'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0102'THE STATION WAS VISITED 6-16-66 AND ALL MARKS WERE FOUND IN GOOD
 CP0102'CONDITION.
 CP0102'
 CP0102'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BENTONIA GO NORTH
 CP0102'AND WEST ON MISSISSIPPI HIGHWAY 433 FOR 0.25 MILE TO THE
 CP0102'INTERSECTION OF U.S. HIGHWAY 49, CONTINUE WEST ON HIGHWAY 433 FOR
 CP0102'0.4 MILE TO A SIDE ROAD RIGHT (CONTINUE WEST ON HIGHWAY 433 FOR
 CP0102'0.85 MILE TO A BLACKTOP DRIVEWAY AND THE AZIMUTH ON THE LEFT AS
 CP0102'DESCRIBED), TURN RIGHT (NORTH) CROSSING A CATTLE GAP AND
 CP0102'CONTINUE ON AN ALL-WEATHER ROAD FOR 0.3 MILE TO A HOUSE ON THE
 CP0102'LEFT AND A STEEL GATE, PASS THROUGH THE GATE AND CONTINUE
 CP0102'NORTH THROUGH THE BARN LOT FOR 0.1 MILE TO ANOTHER STEEL GATE,
 CP0102'PASS THROUGH THE GATE AND CONTINUE NORTH ALONG THE WEST SIDE OF A
 CP0102'FENCE FOR 0.1 MILE TO THE TOP OF A HILL AND THE STATION AS
 CP0102'DESCRIBED.  THE STATION DISK IS STAMPED BENTONIA (1959).
 CP0102'
 CP0102'IT IS 544 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL HOUSE,
 CP0102'213 FEET NORTH OF THE WEST GATE POST, 17.5 FEET WEST OF A FENCE, AND
 CP0102'17 FEET WEST OF A METAL WITNESS POST.
 CP0102'
 CP0102'R.M. 1 IS 126 FEET NORTH OF THE WEST GATE POST, 1 FOOT WEST OF A
 CP0102'FENCE, AND STAMPED BENTONIA NO. 1 (1959).
 CP0102'
 CP0102'R.M. 2 IS 302 FEET NORTH OF THE WEST GATE POST, 1 FOOT WEST OF A
 CP0102'FENCE, AND STAMPED BENTONIA NO. 2 (1959).
 CP0102'
 CP0102'THE AZIMUTH MARK IS 82 FEET NORTHEAST OF THE CENTER OF THE
 CP0102'CATTLE GAP, 79 FEET SOUTH OF THE CENTER OF HIGHWAY 433, 64 FEET
 CP0102'EAST OF THE CENTER OF THE DRIVEWAY, 45 FEET NORTH OF A FENCE, 1.4
 CP0102'FEET EAST OF A POWER POLE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 CP0102'AND STAMPED BENTONIA (1959).
 CP0102
 CP0102                          STATION RECOVERY (1966)
 CP0102
 CP0102'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0102'1.1 MI W FROM BENTONIA.
 CP0102'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON
 CP0102'MISSISSIPPI HIGHWAY 433 FOR 0.25 MILES TO THE INTERSECTION OF U.S.
 CP0102'HIGHWAY 49, CONTINUE WEST ON HIGHWAY 433 FOR 0.4 MILE TO A SIDE ROAD
 CP0102'RIGHT, TURN RIGHT (NORTH) PASSING OVER A CATTLE GAP AND CONTINUE ON AN
 CP0102'ALL-WEATHER ROAD FOR 0.3 MILE TO A WHITE HOUSE ON THE LEFT, PASS
 CP0102'THROUGH A STEEL GATE AND CONTINUE THROUGH THE BARNYARD FOR 0.1 MILE TO
 CP0102'ANOTHER STEEL GATE, PASS THROUGH THE GATE AND CONTINUE NORTH ALONG THE
 CP0102'WEST SIDE OF A FENCE FOR 0.1 MILE TO THE TOP OF A HILL AND THE MARK AS
 CP0102'DESCRIBED.  IT IS 544 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CP0102'SMALL HOUSE, 213 FEET NORTH OF THE WEST GATE POST, 17.5 FEET NORTH OF
 CP0102'A FENCE, AND 17 FEET NORTH OF A METAL WITNESS POST.
 CP0102
 CP0102                          STATION RECOVERY (2006)
 CP0102
 CP0102'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 CP0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2543 ***********************************************************************
 CP2543  DESIGNATION -  BENTONIA MUNICIPAL TANK
 CP2543  PID         -  CP2543
 CP2543  STATE/COUNTY-  MS/YAZOO
 CP2543  USGS QUAD   -  BENTONIA (1988)
 CP2543
 CP2543                         *CURRENT SURVEY CONTROL
 CP2543  ___________________________________________________________________
 CP2543* NAD 83(1993)-  32 38 30.71229(N)    090 22 01.21394(W)     ADJUSTED  
 CP2543* NAVD 88     -              **(meters)            **(feet)            
 CP2543  ___________________________________________________________________
 CP2543  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CP2543  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP2543  HORZ ORDER  -  THIRD
 CP2543
 CP2543.The horizontal coordinates were established by classical geodetic methods
 CP2543.and adjusted by the National Geodetic Survey in May 1994.
 CP2543
 CP2543
 CP2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2543
 CP2543.The geoid height was determined by GEOID03.
 CP2543
 CP2543;                    North         East     Units Scale Factor Converg.
 CP2543;SPC MS W     -   348,324.169   696,840.887   MT  0.99995012   -0 01 05.4
 CP2543;SPC MS W     - 1,142,793.54  2,286,218.81   sFT  0.99995012   -0 01 05.4
 CP2543;UTM  15      - 3,614,647.549   746,989.046   MT  1.00035229   +1 25 15.3
 CP2543
 CP2543                          SUPERSEDED SURVEY CONTROL
 CP2543
 CP2543  NAD 83(1986)-  32 38 30.72653(N)    090 22 01.20957(W) AD(       ) 4
 CP2543  NAD 27      -  32 38 30.22900(N)    090 22 00.87700(W) AD(       ) 3
 CP2543
 CP2543.Superseded values are not recommended for survey control.
 CP2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2543.See file dsdata.txt to determine how the superseded data were derived.
 CP2543
 CP2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4698914648(NAD 83)
 CP2543_MARKER: 53 = ELEVATED TANK
 CP2543
 CP2543  HISTORY     - Date     Condition        Report By
 CP2543  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2543  HISTORY     - 1960     GOOD             CGS
 CP2543  HISTORY     - 1966     GOOD             MSHD
 CP2543
 CP2543                          STATION DESCRIPTION
 CP2543
 CP2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2543'STATION IS THE FINIAL AT THE APEX OF THE TANK.  IT IS AN
 CP2543'ELEVATED TANK WITH A CONE SHAPED ROOF AND HEMISPHERICAL
 CP2543'BOTTOM, SUPPORTED BY FOUR LACED CHANNEL COLUMNS, PAINTED
 CP2543'ALUMINUM IN COLOR AND 75 FEET HIGH.  IT IS LOCATED IN THE
 CP2543'NORTH EDGE OF TOWN, 0.25 MILE EAST OF U.S. HIGHWAY 49 AND
 CP2543'0.1 MILE NORTH OF THE DEPOT.
 CP2543
 CP2543                          STATION RECOVERY (1960)
 CP2543
 CP2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (BGC)
 CP2543'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 CP2543
 CP2543                          STATION RECOVERY (1966)
 CP2543
 CP2543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2543'THE STATION SITE WAS VISITED 4-14-66 AND WAS FOUND IN GOOD
 CP2543'CONDITION.
 CP2543'
 CP2543'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BENTONIA GO
 CP2543'NORTHWEST ON HIGHWAY 433 FOR 0.05 MILES TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0103 ***********************************************************************
 CP0103  DESIGNATION -  BENTONIA RM 1
 CP0103  PID         -  CP0103
 CP0103  STATE/COUNTY-  MS/YAZOO
 CP0103  USGS QUAD   -  TINSLEY (1988)
 CP0103
 CP0103                         *CURRENT SURVEY CONTROL
 CP0103  ___________________________________________________________________
 CP0103* NAD 83(1986)-  32 38 45.     (N)    090 22 43.     (W)     SCALED    
 CP0103* NAVD 88     -        71.20   (+/-2cm)     233.6    (feet)  VERTCON   
 CP0103  ___________________________________________________________________
 CP0103  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP0103  VERT ORDER  -  THIRD (See Below)
 CP0103
 CP0103.The horizontal coordinates were scaled from a topographic map and have
 CP0103.an estimated accuracy of +/- 6 seconds.
 CP0103
 CP0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0103.The vertical order pertains to the NGVD 29 superseded value.
 CP0103
 CP0103.The geoid height was determined by GEOID03.
 CP0103
 CP0103;                    North         East    Units  Estimated Accuracy
 CP0103;SPC MS W     -   348,770.      695,750.      MT  (+/- 180 meters Scaled)
 CP0103
 CP0103                          SUPERSEDED SURVEY CONTROL
 CP0103
 CP0103  NGVD 29 (??/??/??)   71.28   (m)          233.9    (f) RESET       3  
 CP0103
 CP0103.Superseded values are not recommended for survey control.
 CP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0103.See file dsdata.txt to determine how the superseded data were derived.
 CP0103
 CP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS458150(NAD 83)
 CP0103_MARKER: DR = REFERENCE MARK DISK
 CP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0103_STAMPING: BENTONIA NO. 1(1959)
 CP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0103+STABILITY: SURFACE MOTION
 CP0103
 CP0103  HISTORY     - Date     Condition        Report By
 CP0103  HISTORY     - 1959     MONUMENTED       CGS
 CP0103  HISTORY     - 1966     GOOD             MSHD
 CP0103
 CP0103                          STATION DESCRIPTION
 CP0103
 CP0103'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0103'1.15 MI W FROM BENTONIA.
 CP0103'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTH AND WEST ON
 CP0103'MISSISSIPPI HIGHWAY 433 FOR 0.25 MILE TO THE INTERSECTION OF U.S.
 CP0103'HIGHWAY 49, CONTINUE WEST ON HIGHWAY 433 FOR 0.4 MILE TO A SIDE ROAD
 CP0103'RIGHT, TURN RIGHT (NORTH) PASSING OVER A CATTLE GAP AND CONTINUE ON AN
 CP0103'ALL-WEATHER ROAD FOR 0.3 MILE TO A WHITE HOUSE ON THE LEFT AND PASS
 CP0103'THROUGH A STELL GATE, CONTINUE NORTH TRHOUGH THE BARNYARD FOR 0.1 MILE
 CP0103'TO ANOTHER STEEL GATE, PASS THROUGH THE GATE AND CONTINUE NORTH ALONG
 CP0103'THE WEST SIDE OF A FENCE FOR 0.1 MILE TO THE TOP OF A HILL AND THE
 CP0103'MARK AS DESCRIBED.  IT IS 126 FEET NORTH OF THE WEST GATE PAST AND 1
 CP0103'FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0104 ***********************************************************************
 CP0104  DESIGNATION -  BENTONIA RM 2
 CP0104  PID         -  CP0104
 CP0104  STATE/COUNTY-  MS/YAZOO
 CP0104  USGS QUAD   -  TINSLEY (1988)
 CP0104
 CP0104                         *CURRENT SURVEY CONTROL
 CP0104  ___________________________________________________________________
 CP0104* NAD 83(1986)-  32 38 45.     (N)    090 22 43.     (W)     SCALED    
 CP0104* NAVD 88     -        71.50   (+/-2cm)     234.6    (feet)  VERTCON   
 CP0104  ___________________________________________________________________
 CP0104  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP0104  VERT ORDER  -  THIRD (See Below)
 CP0104
 CP0104.The horizontal coordinates were scaled from a topographic map and have
 CP0104.an estimated accuracy of +/- 6 seconds.
 CP0104
 CP0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0104.The vertical order pertains to the NGVD 29 superseded value.
 CP0104
 CP0104.The geoid height was determined by GEOID03.
 CP0104
 CP0104;                    North         East    Units  Estimated Accuracy
 CP0104;SPC MS W     -   348,770.      695,750.      MT  (+/- 180 meters Scaled)
 CP0104
 CP0104                          SUPERSEDED SURVEY CONTROL
 CP0104
 CP0104  NGVD 29 (??/??/??)   71.58   (m)          234.8    (f) RESET       3  
 CP0104
 CP0104.Superseded values are not recommended for survey control.
 CP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0104.See file dsdata.txt to determine how the superseded data were derived.
 CP0104
 CP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS458150(NAD 83)
 CP0104_MARKER: DR = REFERENCE MARK DISK
 CP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0104_STAMPING: BENTONIA NO.2(1959)
 CP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0104+STABILITY: SURFACE MOTION
 CP0104
 CP0104  HISTORY     - Date     Condition        Report By
 CP0104  HISTORY     - 1959     MONUMENTED       CGS
 CP0104  HISTORY     - 1966     GOOD             MSHD
 CP0104
 CP0104                          STATION DESCRIPTION
 CP0104
 CP0104'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0104'1.15 MI W FROM BENTONIA.
 CP0104'TO REACH FROM THE U.S. POST OFFICE IN BENTONIA GO NORTHWEST ON HIGHWAY
 CP0104'433 FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49, CONTINUE
 CP0104'WEST ON HIGHWAY 433 FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 CP0104'(NORTH) PASSING OVER A CATTLE GAP AND CONTINUE ON AN ALL-WEATHER ROAD
 CP0104'FOR 0.3 MILE TO A HOUSE ON THE LEFT AND A STEEL GATE, PASS THROUGH THE
 CP0104'GATE AND CONTINUE THROUGH THE BARNYARD FOR 0.1 MILE TO ANOTHER STEEL
 CP0104'GATE, PASS THROUGH THE GATE AND CONTINUE NORTH ALONG THE WEST SIDE OF
 CP0104'A FENCE FOR 0.1 MILE TO THE TOP OF A HILL AND THE MARK AS DESCRIBED.
 CP0104'IT IS 302 FEET NORTH OF THE WEST GATE POST AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1828 ***********************************************************************
 DK1828  DESIGNATION -  BERCLAIR
 DK1828  PID         -  DK1828
 DK1828  STATE/COUNTY-  MS/LEFLORE
 DK1828  USGS QUAD   -  ITTA BENA (1983)
 DK1828
 DK1828                         *CURRENT SURVEY CONTROL
 DK1828  ___________________________________________________________________
 DK1828* NAD 83(1993)-  33 27 59.91047(N)    090 22 19.15018(W)     ADJUSTED  
 DK1828* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 DK1828  ___________________________________________________________________
 DK1828  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DK1828  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK1828  HORZ ORDER  -  FIRST
 DK1828
 DK1828.The horizontal coordinates were established by classical geodetic methods
 DK1828.and adjusted by the National Geodetic Survey in May 1994.
 DK1828
 DK1828.The orthometric height was scaled from a topographic map.
 DK1828
 DK1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1828
 DK1828.The geoid height was determined by GEOID03.
 DK1828
 DK1828;                    North         East     Units Scale Factor Converg.
 DK1828;SPC MS W     -   439,792.042   696,407.083   MT  0.99995016   -0 01 16.7
 DK1828;SPC MS W     - 1,442,884.39  2,284,795.57   sFT  0.99995016   -0 01 16.7
 DK1828;UTM  15      - 3,706,110.905   744,231.453   MT  1.00033546   +1 26 59.8
 DK1828
 DK1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1828!SPC MS W     -   0.99999882  x   0.99995016  =   0.99994898
 DK1828!UTM  15      -   0.99999882  x   1.00033546  =   1.00033428
 DK1828
 DK1828|---------------------------------------------------------------------|
 DK1828| PID    Reference Object                     Distance      Geod. Az  |
 DK1828|                                                           dddmmss.s |
 DK1828| CY5276 BERCLAIR RM 3                        34.884 METERS 21950     |
 DK1828| CY5274 BERCLAIR RM 1                        45.506 METERS 22118     |
 DK1828| CY5272 BERCLAIR AZ MK RESET                               2322016.6 |
 DK1828| CY5271 BERCLAIR AZ MK                                     2345039.7 |
 DK1828| CY5273 BERCLAIR AZ MK 3                                   2360956.5 |
 DK1828| DK1837 MOORHEAD PLANTERS MFG CO TANK       APPROX.12.4 KM 2604504.9 |
 DK1828| DK1838 MOORHEAD MUNICIPAL TANK             APPROX.12.8 KM 2612456.7 |
 DK1828| CY5277 BERCLAIR RM 4                       102.479 METERS 31121     |
 DK1828| CY5275 BERCLAIR RM 2                        46.689 METERS 31154     |
 DK1828|---------------------------------------------------------------------|
 DK1828
 DK1828                          SUPERSEDED SURVEY CONTROL
 DK1828
 DK1828  NAD 83(1986)-  33 27 59.92132(N)    090 22 19.14687(W) AD(       ) 1
 DK1828  NAD 27      -  33 27 59.48800(N)    090 22 18.84300(W) AD(       ) 1
 DK1828
 DK1828.Superseded values are not recommended for survey control.
 DK1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1828.See file dsdata.txt to determine how the superseded data were derived.
 DK1828
 DK1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4423106111(NAD 83)
 DK1828_MARKER: DS = TRIANGULATION STATION DISK
 DK1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1828
 DK1828  HISTORY     - Date     Condition        Report By
 DK1828  HISTORY     - 1939     MONUMENTED       CGS
 DK1828  HISTORY     - 1957     GOOD             CGS
 DK1828  HISTORY     - 1967     GOOD             CGS
 DK1828
 DK1828                          STATION DESCRIPTION
 DK1828
 DK1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1828'THIS STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTHWEST OF
 DK1828'ITTA BENA, ON THE NORTH SIDE OF OLD U.S. HIGHWAY 82, IN THE
 DK1828'SOUTHWEST QUARTER OF SEC. 35, T. 19 N., R. 2 W., ON PROPERTY
 DK1828'BELONGING TO G.E. WILSON.  THE STATION MARK IS IN THE SOUTHEAST
 DK1828'CORNER OF A PASTURE, 257 FEET SOUTHWEST OF THE SOUTHWEST
 DK1828'CORNER OF MR. WILSONS HOUSE, 129 FEET NORTHEAST OF AN ARTESIAN
 DK1828'WELL, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD AND PROJECTS
 DK1828'6 INCHES.
 DK1828'
 DK1828'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1828'BRONZE DISKS IN CONCRETE.
 DK1828'
 DK1828'REFERENCE MARK NO. 1 IS 149.24 FEET SOUTHWEST OF THE STATION,
 DK1828'20 FEET SOUTHWEST OF AN ARTESIAN WELL, AND 1 FOOT NORTHWEST
 DK1828'OF THE FENCE LINE AND PROJECTS 6 INCHES.
 DK1828'
 DK1828'REFERENCE MARK NO.2 IS 153.16 FEET NORTHWEST OF THE STATION, 20
 DK1828'FEET WEST OF THE SOUTHWEST CORNER OF A SHED, 9 FEET NORTHWEST
 DK1828'OF THE GATE INTO BARN LOT, 1 FOOT NORTHEAST OF A FENCE, AND
 DK1828'PROJECTS 8 INCHES.
 DK1828'
 DK1828'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 DK1828'ON THE NORTH SIDE OF OLD U.S. HIGHWAY 82, 114 FEET SOUTH OF THE
 DK1828'RAILROAD TRACK, 90 FEET SOUTHEAST OF A TELEGRAPH POLE, 26
 DK1828'FEET NORTH OF THE CENTER LINE OF THE ROAD, PROJECTING 8 INCHES
 DK1828'AND IS 4 FEET EAST OF A STANDARD REFERENCE MARKER.
 DK1828'
 DK1828'NO OBJECTS VISIBLE FROM THE GROUND.
 DK1828'
 DK1828'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK1828
 DK1828                          STATION RECOVERY (1957)
 DK1828
 DK1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1828'THE STATION, REFERENCE MARKS NOS. 1 AND 2 RECOVERED AND FOUND
 DK1828'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 DK1828'WAS CONSIDERED LOST, DUE TO ROAD CONSTRUCTION.  THE DISTANCE
 DK1828'TO REFERENCE MARK 1 FAILED TO CHECK BY 0.018 METER, REFERENCE
 DK1828'MARK 2 FAILED TO CHECK BY 0.003 METER THE 1957 DIRECTIONS.
 DK1828'TO THE REFERENCE MARKS CHECKED THE 1939 DIRECTIONS.  A NEW
 DK1828'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DK1828'
 DK1828'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DK1828'
 DK1828'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTHWEST OF ITTA BENA,
 DK1828'ON THE WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD, IN THE EAST SIDE
 DK1828'OF A PASTURE AND ON LAND OWNED BY MR. E.L. FONDREN.  IT
 DK1828'IS 65 FEET SOUTH OF THE GATE INTO THE PASTURE, 45 FEET WEST OF
 DK1828'THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD AND 19 FEET
 DK1828'WEST OF FENCE AND A WHITE WITNESS POST.  THE MARK PROJECTS
 DK1828'ABOUT 8 INCHES AND THE DISK IS STAMPED BERCLAIR 1939.
 DK1828'
 DK1828'TO REACH THE STATION FROM THE RAILROAD STATION IN ITTA BENA,
 DK1828'GO SOUTH AND WEST, ON STATE HIGHWAY 7 FOR 0.7 MILE TO WHERE
 DK1828'HIGHWAY MAKES A LEFT TURN SOUTH AND A GRAVELED ROAD CONTINUES
 DK1828'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, WEST ON GRAVELED ROAD
 DK1828'FOR 2.85 MILES TO CROSSROAD IN THE SMALL SETTLEMENT OF BERCLAIR.
 DK1828'CONTINUE STRAIGHT AHEAD, SOUTHWEST ON GRAVELED ROAD FOR 0.3 MILE
 DK1828'TO A SMALL CHURCH ON THE RIGHT AND THE U.S.G.S. MARK ON THE
 DK1828'RIGHT.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.2 MILE
 DK1828'TO A BOARD GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND
 DK1828'STATION JUST SOUTH AS DESCRIBED
 DK1828'
 DK1828'REFERENCE MARK 1 IS 32 FEET WEST OF THE CENTERLINE OF THE
 DK1828'GRAVELED ROAD AND 6 FEET WEST OF FENCE.  THE MARK PROJECTS
 DK1828'ABOUT 6 INCHES AND THE DISK IS STAMPED BERCLAIR NO 1 1939.
 DK1828'
 DK1828'REFERENCE MARK 2 IS 38 FEET NORTH OF THE NORTHEAST CORNER OF
 DK1828'A BARN, 20 FEET SOUTH OF THE SOUTHWEST CORNER OF A CORN CRIB
 DK1828'AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 12 INCHES
 DK1828'AND THE DISK IS STAMPED BERCLAIR NO 2 1939.
 DK1828'
 DK1828'THE AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTERLINE OF A
 DK1828'GRAVELED ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 DK1828'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 DK1828'IS STAMPED BERCLAIR 1939 RESET 1957.
 DK1828'
 DK1828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 DK1828'GRAVELED ROAD FOR 0.45 MILE TO A ROAD FORK.  BEAR RIGHT AND
 DK1828'GO WEST ON GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT
 DK1828'AS DESCRIBED.
 DK1828'
 DK1828'TT 48 D (USGS) IS 53 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 DK1828'ROAD, 52 FEET NORTH OF THE CENTERLINE OF DRIVEWAY INTO CHURCH
 DK1828'YARD AND 38 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH.
 DK1828'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 DK1828'TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES
 DK1828'AND STAMPED TT 48 D 1931.  THE CONCRETE POST IS LEANING TO
 DK1828'THE NORTH AND HAS PROBABLY BEEN HIT BY FARM MACHINERY.
 DK1828'
 DK1828'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1828
 DK1828                          STATION RECOVERY (1967)
 DK1828
 DK1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK1828'THE STATION WAS VISITED 11-16-67 AND THE STATION UNDERGROUND MARK
 DK1828'AND THE 1957 AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M.
 DK1828'NO. 1 WAS FOUND WITH THE DISK REMOVED.  R.M. NO. 2 WAS NOT FOUND,
 DK1828'THE 1939 AZIMUTH MARK WAS NOT FOUND AND USGS MARK TT 48 D WAS
 DK1828'FOUND DESTROYED.  THE SURFACE MARK WAS FOUND DISTURBED AND THE
 DK1828'DISK MISSING.  THE UNDERGROUND MARK WAS FOUND 30 INCHES BELOW
 DK1828'THE GROUND AND LEFT AS FOUND, AND ANGLES WERE MEASURED AT R.M.
 DK1828'NO. 3.  TO HELP FIND THE STATION, THE AREA IS NOW IN A CULTIVATED
 DK1828'FIELD.  A NEW DESCRIPTION FOLLOWS--
 DK1828'
 DK1828'THE STATION IS LOCATED 3.7 MILES SOUTHWEST OF ITTA BENA, ON
 DK1828'THE WEST SIDE OF A N-S GRAVELED ROAD, ABOUT 0.5 MILE SOUTHWEST
 DK1828'OF THE VILLAGE OF BERCLAIR, ON LAND OWNED BY MR. E.L. FONDREIN
 DK1828'IN A CULTIVATED FIELD BETWEEN THE ROAD AND A RAILROAD TRACKS
 DK1828'AND NORTH OF A BAYOU.  IT IS 45 FT. NORTH-NORTHWEST OF THE
 DK1828'CENTERLINE OF A GRAVELED ROAD, 84 FEET NORTH-NORTHWEST OF THE
 DK1828'NORTHWEST EDGE OF THE BAYOU, 257 FEET SOUTH-SOUTHWEST OF THE
 DK1828'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 189 FEET
 DK1828'SOUTH-SOUTHWEST OF A POLE WITHOUT WIRES, 301 FEET SOUTHWEST OF
 DK1828'AN 18-INCH CYPRESS TREE, 293 FEET SOUTHWEST OF THE
 DK1828'CENTERLINE OF THE DRIVEWAY, 384 FEET SOUTHEAST OF THE
 DK1828'SOUTHEAST RAIL OF THE TRACKS, 336 FEET SOUTHEAST OF A TELEGRAPH
 DK1828'POLE, 129 FEET NORTHEAST OF AN ARTESIAN WELL, 120 FEET WEST
 DK1828'OF A RAILROAD SPIKE DRIVEN IN THE NORTH SIDE OF A 4 FOOT
 DK1828'CYPRESS TREE ABOUT 6 FEET ABOVE THE GROUND.  IT IS A
 DK1828'TRIANGULATION STATION DISK STAMPED BECLAIR 1939, 30-INCHES BELOW
 DK1828'SURFACE OF THE GROUND.
 DK1828'
 DK1828'REFERENCE MARK NO. 3 IS 114.45 FEET SOUTHWEST OF THE STATION,
 DK1828'30 FT. NORTH-NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD,
 DK1828'15 FEET NORTHEAST OF A CAPPED ARTESIAN WELL, 407 FEET SOUTHWEST
 DK1828'OF THE CENTERLINE OF THE DRIVEWAY TO A WHITE HOUSE, 74 FEET
 DK1828'NORTH-NORTHWEST OF AN 18-INCH CYPRESS TREE.  IT IS A REFERENCE
 DK1828'MARK DISK STAMPED BERCLAIR 1939 NO 3 1967, PROJECTING 6-INCHES.
 DK1828'
 DK1828'REFERENCE MARK NO. 4 IS 336.20 FEET NORTHWEST OF THE STATION,
 DK1828'2 FEET WEST-NORTHWEST OF THE THIRD TELEGRAPH POLE WEST OF MILE
 DK1828'POST NO. 125, 1 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST
 DK1828'AND 48 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DK1828'TRACKS FROM A POINT WEST-NORTHWEST OF MILE POST 125.  IT IS
 DK1828'A REFERENCE MARK DISK STAMPED BERCLAIR 1939 NO 4 1967,PROJECTING
 DK1828'4-INCHES.
 DK1828'
 DK1828'A RAILROAD SPIKE WAS DRIVEN IN THE BASE OF A 4 FOOT CYPRESS
 DK1828'TREE AT THE NORTH BANK OF THE BAYOU.  IT IS 120.35 FEET EAST
 DK1828'OF THE STATION.  THE SPIKE IS ABOUT 6 FEET ABOVE THE LEVEL OF
 DK1828'THE GROUND ON THE NORTH SIDE OF THE TREE WITH MEASUREMENT
 DK1828'TAKEN TO THE CENTER OF THE HEAD OF THE SPIKE.
 DK1828'
 DK1828'THE AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF THE STATION, IN
 DK1828'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 186 FEET NORTHEAST
 DK1828'OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF
 DK1828'THE 5TH POLE EAST OF THE CROSSING, 1.5 FEET NORTHWEST OF
 DK1828'A METAL WITNESS POST, 50 FEET SOUTH OF THE RAILROAD TRACKS.
 DK1828'IT IS AN AZIMUTH MARK DISK STAMPED BERCLAIR 1939 AZ MK 3 1967,
 DK1828'PROJECTING 4-INCHES.
 DK1828'
 DK1828'TO REACH THE STATION FROM ITTA BENA, GO SOUTHWEST ON STATE
 DK1828'HIGHWAY 7 FOR 0.7 MILE, CONTINUE WEST ON A GRAVELED ROAD FOR
 DK1828'2.83 MILES TO THE SETTLEMENT OF BERCLAIR, CONTINUE SOUTHWEST
 DK1828'ON GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DK1828'
 DK1828'TO REACH THE AZIMUTH MARK, GO SOUTHWEST ON GRAVELED ROAD FOR
 DK1828'0.45 MILE TO A FORKS, TAKE RIGHT FORK AND GO WEST FOR 0.3 MILE
 DK1828'TO THE MARK ON THE LEFT AND THE NEW AZIMUTH MARK ON THE RIGHT
 DK1828'NEAR THE TRACKS.
 DK1828'
 DK1828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 DK1828'SOUTH-SOUTHWEST OF ITTA BENA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1832 ***********************************************************************
 EG1832  DESIGNATION -  BET
 EG1832  PID         -  EG1832
 EG1832  STATE/COUNTY-  MS/TATE
 EG1832  USGS QUAD   -  WYATTE (1971)
 EG1832
 EG1832                         *CURRENT SURVEY CONTROL
 EG1832  ___________________________________________________________________
 EG1832* NAD 83(1993)-  34 41 44.70563(N)    089 43 23.66209(W)     ADJUSTED  
 EG1832* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 EG1832  ___________________________________________________________________
 EG1832  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EG1832  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG1832  HORZ ORDER  -  SECOND
 EG1832
 EG1832.The horizontal coordinates were established by classical geodetic methods
 EG1832.and adjusted by the National Geodetic Survey in May 1994.
 EG1832
 EG1832.The orthometric height was scaled from a topographic map.
 EG1832
 EG1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1832
 EG1832.The geoid height was determined by GEOID03.
 EG1832
 EG1832;                    North         East     Units Scale Factor Converg.
 EG1832;SPC MS W     -   576,291.572   755,897.295   MT  0.99998850   +0 20 50.2
 EG1832;SPC MS W     - 1,890,716.60  2,479,973.04   sFT  0.99998850   +0 20 50.2
 EG1832;SPC MS E     -   576,482.608   218,465.461   MT  1.00003191   -0 30 23.7
 EG1832;SPC MS E     - 1,891,343.36    716,748.77   sFT  1.00003191   -0 30 23.7
 EG1832;UTM  16      - 3,842,679.814   250,550.269   MT  1.00036702   -1 33 03.3
 EG1832
 EG1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1832!SPC MS W     -   0.99998246  x   0.99998850  =   0.99997096
 EG1832!SPC MS E     -   0.99998246  x   1.00003191  =   1.00001437
 EG1832!UTM  16      -   0.99998246  x   1.00036702  =   1.00034948
 EG1832
 EG1832:                Primary Azimuth Mark                     Grid Az
 EG1832:SPC MS W     -  WATSON                                   021 06 29.0
 EG1832:SPC MS E     -  WATSON                                   021 57 42.9
 EG1832:UTM  16      -  WATSON                                   023 00 22.5
 EG1832
 EG1832|---------------------------------------------------------------------|
 EG1832| PID    Reference Object                     Distance      Geod. Az  |
 EG1832|                                                           dddmmss.s |
 EG1832| EG1825 WATSON                              APPROX.10.8 KM 0212719.2 |
 EG1832| CG3236 BET AZ MK                                          2025312.2 |
 EG1832| CG3237 BET RM 1                             23.445 METERS 20302     |
 EG1832| CG3238 BET RM 2                             27.586 METERS 29813     |
 EG1832| EG1837 INDEPENDENCE TRUNKLINE GAS MST      APPROX. 9.5 KM 3030200.5 |
 EG1832|---------------------------------------------------------------------|
 EG1832
 EG1832                          SUPERSEDED SURVEY CONTROL
 EG1832
 EG1832  NAD 83(1986)-  34 41 44.71712(N)    089 43 23.66157(W) AD(       ) 2
 EG1832  NAD 27      -  34 41 44.35700(N)    089 43 23.35300(W) AD(       ) 2
 EG1832
 EG1832.Superseded values are not recommended for survey control.
 EG1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1832.See file dsdata.txt to determine how the superseded data were derived.
 EG1832
 EG1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5055042680(NAD 83)
 EG1832_MARKER: DS = TRIANGULATION STATION DISK
 EG1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1832
 EG1832  HISTORY     - Date     Condition        Report By
 EG1832  HISTORY     - 1956     MONUMENTED       CGS
 EG1832  HISTORY     - 1966     GOOD             MSHD
 EG1832  HISTORY     - 19700422 GOOD             USGS
 EG1832
 EG1832                          STATION DESCRIPTION
 EG1832
 EG1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1832'THE STATION IS APPROXIMATELY 14.5 MILES EAST OF COLDWATER, 4 MILES
 EG1832'NORTH OF STATE HIGHWAY 4
 EG1832'AND 2 MILES EAST OF THE BET CROSSROADS.  IT IS IN THE
 EG1832'NORTHEAST QUARTER OF SECTION 33, T
 EG1832'4 S, R 5 W AND ON PROPERTY OWNED
 EG1832'BY MR G E FARROW.
 EG1832'
 EG1832'TO REACH FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE HIGHWAY 4 IN
 EG1832'SENTOBIA, GO EAST
 EG1832'ON STATE HIGHWAY 4, A BLACKTOPPED ROAD, FOR 12.5
 EG1832'MILES TO THE HYDE AND SON GROCERY
 EG1832'STORE ON THE LEFT IN THYATIRA, TURN
 EG1832'LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.35 MILE
 EG1832'TO TWO STORES AND
 EG1832'A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD, NORTHERLY 0.75 MILES TO A
 EG1832'FORK, KEEP RIGHT
 EG1832'FORK AND GO NORTHERLY ON THE GRAVEL ROAD 0.5 MILE TO
 EG1832'A FORK, KEEP LEFT FORK AND GO
 EG1832'NORTHERLY FOR 2.6 MILES TO A CROSSROAD
 EG1832'IN BET AND THE G E FARRON STORE IN THE SOUTHWEST
 EG1832'ANGLE OF THE
 EG1832'CROSSROAD, TURN RIGHT AND GO EAST 1.95 MILES TO A GATE ON THE LEFT
 EG1832'AT THE SUMMIT OF A
 EG1832'HILL AND THE AZIMUTH MARK 50 FEET NORTH OF THE CENTER
 EG1832'OF THE ROAD.  CONTINUE EAST ON THE
 EG1832'GRAVEL ROAD FOR 0.15 MILE TO A
 EG1832'T-INTERSECTION, TURN LEFT AND GO NORTH 0.25 TO THE
 EG1832'STATION
 EG1832'APPROXIMATELY 75 YARDS WEST OF THE ROAD.
 EG1832'
 EG1832'THE STATION MARK, STAMPED BET 1955, IS A STANDARD DISK SET IN A
 EG1832'SQUARE CONCRETE MONUMENT
 EG1832'WHICH PROJECTS 6 INCHES.  IT IS 154.5 FEET SOUTHEAST OF A
 EG1832'LONE 30-INCH OAK TREE, 86.5
 EG1832'FEET WEST OF A POWER POLE AND 3.5 FEET
 EG1832'NORTHWEST OF A WHITE WITNESS POST.
 EG1832'
 EG1832'REFERENCE MARK NO 1, STAMPED BET NO 1 1955, IS A STANDARD DISK SET IN
 EG1832'A SQUARE CONCRETE
 EG1832'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 123 FEET
 EG1832'WEST-SOUTHWEST OF THE POWER POLE
 EG1832'AND 3 FEET NORTHWEST OF A SMALL
 EG1832'SPLIT-TRUNK TREE.
 EG1832'
 EG1832'REFERENCE MARK NO 2, STAMPED BET NO 2 1955, IS A STANDARD DISK SET IN
 EG1832'A SQUARE CONCRETE
 EG1832'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 89 FEET
 EG1832'SOUTH OF THE LONE 30-INCH OAK
 EG1832'TREE, 6 FEET SOUTHWEST OF A 5-INCH TREE
 EG1832'AND APPROXIMATELY THE SAME ELEVATION AS THE
 EG1832'STATION MARK.
 EG1832'
 EG1832'THE AZIMUTH MARK, STAMPED BET 1955, IS A STANDARD DISK SET IN A
 EG1832'SQUARE CONCRETE MONUMENT
 EG1832'WHICH PROJECTS 6 INCHES.  IT IS 50 FEET NORTH OF THE CENTER
 EG1832'OF THE GRAVEL ROAD, 17 FEET
 EG1832'WEST OF THE CENTER OF A WIRE GATE, 2 FEET
 EG1832'WEST OF A FENCE CORNER AND 2 FEET NORTHWEST OF
 EG1832'A WHITE WITNESS POST.
 EG1832'
 EG1832'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1832
 EG1832                          STATION RECOVERY (1966)
 EG1832
 EG1832'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1832'THE STATION WAS VISITED 7-27-66 AND THE STATION RM 1 AND RM 2 WERE
 EG1832'FOUND IN GOOD
 EG1832'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 EG1832'
 EG1832'TO REACH THE STATION FROM THE U S POST OFFICE IN SENATOBIA GO SOUTH
 EG1832'ON FRONT STREET FOR 0.05
 EG1832'MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 4,
 EG1832'TURN LEFT (EAST) AND CONTINUE ON
 EG1832'HIGHWAY 4 FOR 12.95 MILES TO THE
 EG1832'CROSSROADS IN THYATIRA AND THE RYDE AND SON GROCERY
 EG1832'STORE ON THE
 EG1832'LEFT, TURN LEFT (NORTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 1.1
 EG1832'MILE TO A FORK,
 EG1832'TAKE THE RIGHT FORK AND CONTINUE ON AN ALL-WEATHER
 EG1832'ROAD FOR 0.5 MILE TO A SIDE ROAD
 EG1832'LEFT, TURN LEFT (NORTHWEST) AND
 EG1832'CONTINUE ON AN ALL-WEATHER ROAD FOR 2.85 MILES TO A
 EG1832'CROSSROADS, TURN
 EG1832'RIGHT (EAST) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 2.15 MILES TO A
 EG1832'T INTERSECTION,
 EG1832'TURN LEFT (NORTH) AND CONTINUE ON AN ALL-WEATHER ROAD
 EG1832'FOR 0.25 MILE TO THE STATION ON
 EG1832'THE LEFT APPROXIMATELY 200 FEET WEST
 EG1832'OF THE ROAD.
 EG1832'
 EG1832'THE STATION DISK IS STAMPED BET (1955), APPROXIMATELY 200 FEET WEST
 EG1832'OF THE CENTER OF THE
 EG1832'GRAVEL ROAD, 86.2 FEET WEST OF A POWER POLE, AND 1.9
 EG1832'FEET SOUTHWEST OF A METAL
 EG1832'WITNESS POST.
 EG1832'
 EG1832'RM 1 IS 1.3 FEET NORTH OF A METAL WITNESS POST, AND STAMPED BET NO 1
 EG1832'(1955).
 EG1832'
 EG1832'RM 2 IS 86.5 FEET SOUTH OF 30 INCH OAK, AND STAMPED BET NO 2 (1955).
 EG1832
 EG1832                          STATION RECOVERY (1970)
 EG1832
 EG1832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 EG1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2049 ***********************************************************************
 DJ2049  DESIGNATION -  BETH
 DJ2049  PID         -  DJ2049
 DJ2049  STATE/COUNTY-  MS/CARROLL
 DJ2049  USGS QUAD   -  MC CARLEY (1983)
 DJ2049
 DJ2049                         *CURRENT SURVEY CONTROL
 DJ2049  ___________________________________________________________________
 DJ2049* NAD 83(1993)-  33 35 46.04187(N)    089 52 20.06088(W)     ADJUSTED  
 DJ2049* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DJ2049  ___________________________________________________________________
 DJ2049  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DJ2049  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DJ2049  HORZ ORDER  -  FIRST
 DJ2049
 DJ2049.The horizontal coordinates were established by classical geodetic methods
 DJ2049.and adjusted by the National Geodetic Survey in May 1994.
 DJ2049
 DJ2049.The orthometric height was scaled from a topographic map.
 DJ2049
 DJ2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2049
 DJ2049.The geoid height was determined by GEOID03.
 DJ2049
 DJ2049;                    North         East     Units Scale Factor Converg.
 DJ2049;SPC MS W     -   454,247.187   742,796.671   MT  0.99997257   +0 15 18.5
 DJ2049;SPC MS W     - 1,490,309.31  2,436,992.08   sFT  0.99997257   +0 15 18.5
 DJ2049;UTM  16      - 3,721,074.906   233,462.623   MT  1.00047593   -1 35 24.9
 DJ2049
 DJ2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2049!SPC MS W     -   0.99998377  x   0.99997257  =   0.99995634
 DJ2049!UTM  16      -   0.99998377  x   1.00047593  =   1.00045969
 DJ2049
 DJ2049:                Primary Azimuth Mark                     Grid Az
 DJ2049:SPC MS W     -  BETH AZ MK                               178 01 50.5
 DJ2049:UTM  16      -  BETH AZ MK                               179 52 33.9
 DJ2049
 DJ2049|---------------------------------------------------------------------|
 DJ2049| PID    Reference Object                     Distance      Geod. Az  |
 DJ2049|                                                           dddmmss.s |
 DJ2049| CF9436 BETH AZ MK                                         1781709.0 |
 DJ2049| CF9437 BETH RM 1                            27.172 METERS 18554     |
 DJ2049| CF9438 BETH RM 2                            38.566 METERS 32101     |
 DJ2049| DJ2057 ELLIOTT LOOKOUT TOWER               APPROX.12.5 KM 3225815.7 |
 DJ2049|---------------------------------------------------------------------|
 DJ2049
 DJ2049                          SUPERSEDED SURVEY CONTROL
 DJ2049
 DJ2049  NAD 83(1986)-  33 35 46.05320(N)    089 52 20.05774(W) AD(       ) 1
 DJ2049  NAD 27      -  33 35 45.62800(N)    089 52 19.75600(W) AD(       ) 1
 DJ2049
 DJ2049.Superseded values are not recommended for survey control.
 DJ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2049.See file dsdata.txt to determine how the superseded data were derived.
 DJ2049
 DJ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3346321075(NAD 83)
 DJ2049_MARKER: DS = TRIANGULATION STATION DISK
 DJ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2049+STABILITY: SURFACE MOTION
 DJ2049
 DJ2049  HISTORY     - Date     Condition        Report By
 DJ2049  HISTORY     - 1939     MONUMENTED       CGS
 DJ2049  HISTORY     - 1945     GOOD             SCS
 DJ2049  HISTORY     - 1957     GOOD             CGS
 DJ2049  HISTORY     - 1959     GOOD             CGS
 DJ2049  HISTORY     - 1968     GOOD             MSHD
 DJ2049  HISTORY     - 19811001 GOOD             MSSU
 DJ2049  HISTORY     - 1983     GOOD             MSU
 DJ2049
 DJ2049                          STATION DESCRIPTION
 DJ2049
 DJ2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ2049'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF NORTH
 DJ2049'CARROLLTON IN THE NORTHWEST QUARTER OF SECTION 15, T. 20 N.,
 DJ2049'R. 4 E., 0.2 MILE NORTH OF MR. HERBERTS HOUSE.  THE MARK IS IN
 DJ2049'THE CENTER OF A CLEARED KNOLL ON THE RIDGE, ABOUT 175 FEET
 DJ2049'EAST OF THE ROAD.  TO REACH THE STATION FROM THE POINT WHERE OLD
 DJ2049'U.S. HIGHWAY 82 CROSSES THE RAILROAD IN NORTH CARROLLTON GO
 DJ2049'EAST 0.15 MILE TO ROAD FORK, TURN LEFT AND GO 5.9 MILES TO
 DJ2049'CEMETERY ON RIGHT AND T-ROAD LEFT, TURN LEFT AND GO 0.5 MILE
 DJ2049'TO T-ROAD RIGHT, TURN LEFT AND GO 0.8 MILE TO STATION ON
 DJ2049'RIGHT.
 DJ2049'
 DJ2049'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2049'BRONZE DISKS SET IN CONCRETE.
 DJ2049'
 DJ2049'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION ON A LINE TO MR.
 DJ2049'HERBERTS HOUSE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED
 DJ2049'BETH NO. 1 1939.  REFERENCE MARK NO. 2 IS NORTHWEST OF THE
 DJ2049'STATION AT THE EDGE OF THE PLOWED FIELD, AND SOUTH OF A SMALL
 DJ2049'GROUP OF SMALL PINE TREES.  THE MARK PROJECTS 6 INCHES AND IS
 DJ2049'STAMPED BETH NO. 2 1939.
 DJ2049'
 DJ2049'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF THE STATION
 DJ2049'ON THE SOUTH SIDE OF THE ROAD AT MR. HERBERTS HOUSE.  IT IS
 DJ2049'2 FEET NORTH OF A FENCE, 10 FEET WEST OF THE FENCE CORNER,
 DJ2049'AND 21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.  THE MARK
 DJ2049'PROJECTS 10 INCHES.
 DJ2049'
 DJ2049'DISTANCE BETWEEN REFERENCE 60.888 METERS MARKS
 DJ2049'
 DJ2049'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DJ2049
 DJ2049                          STATION RECOVERY (1945)
 DJ2049
 DJ2049'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1945 (RWE)
 DJ2049'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT LAST
 DJ2049'PART OF ROUTE DESCRIPTION SHOULD READ- TURN RIGHT AND GO 0.8
 DJ2049'MILE TO STATION ON RIGHT.
 DJ2049
 DJ2049                          STATION RECOVERY (1957)
 DJ2049
 DJ2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2049'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARK
 DJ2049'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DJ2049'
 DJ2049'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS- THE STATION IS ABOUT
 DJ2049'6 MILES NORTHEAST OF NORTH CARROLLTON, IN THE NORTHWEST QUARTER
 DJ2049'OF SECTION 15, T 20 N, R 4 E, AND ON PROPERTY OWNED BY MR. C.C.
 DJ2049'HERBERT.
 DJ2049'
 DJ2049'TO REACH FROM THE MAIN INTERSECTION IN NORTH CARROLLTON GO EAST
 DJ2049'ON THE MAIN STREET, FOR 0.2 MILE AND TURN LEFT ACROSS THE RAILROAD
 DJ2049'TRACKS.  CONTINUE NORTH FOR 0.05 MILE TO A STREET FORK.  TAKE
 DJ2049'LEFT FORK AND CONTINUE NORTH AND NORTHEAST ON THE MAIN ROAD FOR
 DJ2049'3.25 MILES TO A ROAD FORK, TAKE RIGHT FORK AND CONTINUE 0.4 MILE
 DJ2049'TO A ROAD FORK, TAKE LEFT FORK AND CONTINUE NORTH FOR 1.95 MILES
 DJ2049'TO A REVERSE ROAD FORK ON THE RIGHT, KEET STRAIGHT AHEAD, FOR
 DJ2049'0.35 MILE TO A REVERSE ROAD FORK ON THE LEFT, KEEP STRAIGHT
 DJ2049'AHEAD, FOR 0.2 MILE TO A REVERSE ROAD FORK ON THE RIGHT.
 DJ2049'TURN SHARP RIGHT, GO NORTHEAST FOR 1.25 MILES TO A REVERSE
 DJ2049'ROAD FORK ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTH 0.25
 DJ2049'MILE TO HIGHEST PART OF ROAD AND STATION ABOUT 60 YARDS EAST OF
 DJ2049'ROAD ON SUMMIT OF HILL.  TO REACH THE AZIMUTH MARK CONTINUE
 DJ2049'SOUTH FOR 0.2 MILE TO FARM HOUSE AND THE AZIMUTH MARK.
 DJ2049'
 DJ2049'STATION MARK IS A STANDARD DISK STAMPED BETH 1939, SET IN A
 DJ2049'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 197 FEET
 DJ2049'EAST OF CENTER OF ROAD AND 45 FEET SOUTHWEST OF THE WEST EDGE OF A
 DJ2049'BASIN FORMED BY EROSION.  A STANDARD WITNESS POST WAS SET 2 FEET
 DJ2049'WEST OF MARK.
 DJ2049'
 DJ2049'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETH NO 1 1939,
 DJ2049'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 DJ2049'IS 25 FEET EAST OF A FOOT PATH AND 7 FEET WEST OF A DITCH THAT
 DJ2049'IS 1 FOOT IN DEPTH.
 DJ2049'
 DJ2049'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BETH NO 2 1939, IS
 DJ2049'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 DJ2049'180 FEET EAST OF CENTER OF ROAD AND 110 FEET SOUTH OF A TRACK
 DJ2049'ROAD, IN A GROUP OF PINE TREES.
 DJ2049'
 DJ2049'AZIMUTH MARK, A STANDARD DISK STAMPED BETH 1939, IS SET IN A
 DJ2049'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 129 FEET
 DJ2049'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE THAT WAS FORMERLY
 DJ2049'MR. HERBERTS, 26 FEET SOUTHWEST OF CENTER OF ROAD AND 11 FEET
 DJ2049'WEST OF A 12-INCH PECAN TREE.  A STANDARD WITNESS POST WAS SET
 DJ2049'2 FEET WEST OF MARK.
 DJ2049'
 DJ2049'NOTE- A 90 FT. TOWER WAS USED.
 DJ2049
 DJ2049                          STATION RECOVERY (1959)
 DJ2049
 DJ2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2049'STATION WAS RECOVERED AS DESCRIBED BY F.A.R. IN 1957.
 DJ2049'
 DJ2049'FOLLOWING ARE ADDITIONAL MEASUREMENTS WHICH SHOULD BE NOTED-
 DJ2049'STATION MARK IS 14 FEET SOUTH OF A 6 INCH PINE TREE WITH A
 DJ2049'TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 1.6 FEET NORTHEAST
 DJ2049'OF A METAL, WITNESS SIGNPOST.
 DJ2049'
 DJ2049'REFERENCE MARK 1 IS 104 FEET SOUTH OF THE PINE TREE.
 DJ2049'
 DJ2049'REFERENCE MARK 2 IS 115 FEET NORTHWEST OF THE PINE TREE.
 DJ2049'
 DJ2049'AZIMUTH MARK IS 2.3 FEET WEST OF A METAL, WITNESS SIGNPOST.
 DJ2049
 DJ2049                          STATION RECOVERY (1968)
 DJ2049
 DJ2049'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2049'THE STATION WAS VISITED 4-17-68 AND THE STATION MARK, REFERENCE
 DJ2049'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DJ2049'CONDITION.
 DJ2049'
 DJ2049'THE STATION IS LOCATED 6.7 MILES NORTHEAST OF CARROLLTON IN AN
 DJ2049'AREA COVERED BY PINE TIMBER, 11.7 MILES NORTHWEST OF WINONA AND IS
 DJ2049'NEAR THE CENTER OF THE WEST SIDE OF SECTION 15, T 20N, R 4E,
 DJ2049'AND ON PROPERTY OWNED BY MR. C.C. HERBERT.  IT IS 197 FEET
 DJ2049'EAST OF THE CENTER OF THE GRAVELED ROAD, 45 FEET SOUTHWEST OF
 DJ2049'THE EDGE OF A GULLY, 4 FEET WEST OF A 10 INCH BLAZED PINE, 59
 DJ2049'FEET SOUTHEAST OF A 9 INCH BLAZED PINE, 58.5 FEET NORTHEAST OF
 DJ2049'A 12 INCH BLAZED PINE, 9.5 FEET WEST OF THE CENTER OF A FIRE
 DJ2049'LANE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 DJ2049'
 DJ2049'IT IS A STANDARD TRIANGULATION DISK, STAMPED BETH 1939 PROJECTING
 DJ2049'3 INCHES.  REFERENCE MARK NO. 1 IS 89.15 FEET SOUTH OF THE STATION.
 DJ2049'IT IS 32 FEET EAST OF A 9 INCH BLAZED TWIN PINE, 22 FEET NORTH OF A
 DJ2049'4 INCH TWIN CEDAR, 68 FEET WEST OF THE EDGE OF A GULLY, 7.5
 DJ2049'FEET WEST OF THE CENTER OF A FIRE LANE AND 1 FOOT NORTH OF A
 DJ2049'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BETH NO 1
 DJ2049'1939 PROJECTING 6 INCHES.
 DJ2049'
 DJ2049'REFERENCE MARK NO. 2 IS 126.53 FEET NORTHWEST OF THE STATION.  IT
 DJ2049'IS 180 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 110 FEET
 DJ2049'SOUTH OF THE CENTER OF A TRACK ROAD, 52 FEET WEST OF THE CENTER
 DJ2049'OF ANOTHER TRACK ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DJ2049'IT IS A STANDARD REFERENCE MARK DISK STAMPED BETH NO 2 1939,
 DJ2049'PROJECTING 6 INCHES.
 DJ2049'
 DJ2049'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 199.6 FEET.
 DJ2049'
 DJ2049'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 30
 DJ2049'FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTHWEST
 DJ2049'OF AN 18 INCH PECAN AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 DJ2049'(NOTE) THE STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A
 DJ2049'STANDARD AZIMUTH MARK DISK, STAMPED BETH 1939 PROJECTING 6
 DJ2049'INCHES.
 DJ2049'
 DJ2049'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 DJ2049'CARROLLTON, GO NORTH ON THE MAIN BLACKTOP STREET FOR 0.7 MILE TO THE
 DJ2049'MAIN STREET CROSSING IN NORTH CARROLLTON.  CONTINUE NORTH ON A
 DJ2049'BLACKTOP STREET FOR 0.15 MILE TO A SIDE STREET RIGHT AT THE
 DJ2049'SOUTHEAST SIDE OF THE SCHOOL PARKING LOT.  TURN RIGHT (EAST) AND
 DJ2049'CONTINUE ON A BLACKTOP STREET FOR 0.15 MILE TO A T INTERSECTION.
 DJ2049'TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP STREET FOR 0.05
 DJ2049'MILE TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTH ON
 DJ2049'AN ALL WEATHER ROAD FOR 3.2 MILES TO ANOTHER ROAD FORKS.  TAKE THE
 DJ2049'RIGHT FORK AND CONTINUE NORTH ON AN ALL WEATHER ROAD FOR 0.4
 DJ2049'MILE TO SIDE ROAD LEFT.  TURN LEFT (NORTH NORTHWEST) AND
 DJ2049'CONTINUE ON AN ALL WEATHER ROAD FOR 1.9 MILES TO A T
 DJ2049'INTERSECTION.  TURN SHARP RIGHT (SOUTHEAST) AND CONTINUE
 DJ2049'ON AN ALL WEATHER ROAD FOR 0.9 MILE TO A ROAD FORKS.  TAKE
 DJ2049'THE LEFT FORK AND CONTINUE NORTH ON AN ALL WEATHER ROAD FOR
 DJ2049'0.55 MILE TO AN ABANDONED HOUSE AND THE AZIMUTH MARK ON THE
 DJ2049'LEFT AS DESCRIBED.  CONTINUE NORTHWEST ON AN ALL WEATHER ROAD
 DJ2049'FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DJ2049'
 DJ2049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.7 MILES
 DJ2049'NORTHEAST OF CARROLLTON.
 DJ2049
 DJ2049                          STATION RECOVERY (1981)
 DJ2049
 DJ2049'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ2049'RECOVERED IN GOOD CONDITION.
 DJ2049
 DJ2049                          STATION RECOVERY (1983)
 DJ2049
 DJ2049'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (RB)
 DJ2049'BETH 1939 (STA) RECOVERED GOOD - 174 FT EAST OF OVERHEAD GUY
 DJ2049'POLE.
 DJ2049'
 DJ2049'BETH NO 1 1939 RECOVERED GOOD - 146 FT EAST OF ROAD CENTER.
 DJ2049'
 DJ2049'BETH NO 2 1939 RECOVERED GOOD.
 DJ2049'
 DJ2049'BETH 1939 RECOVERED GOOD - 50 FT SOUTH OF DRIVE TO ABANDONED
 DJ2049'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1420 ***********************************************************************
 CO1420  DESIGNATION -  BETHANE
 CO1420  PID         -  CO1420
 CO1420  STATE/COUNTY-  MS/RANKIN
 CO1420  USGS QUAD   -  BRANDON (1982)
 CO1420
 CO1420                         *CURRENT SURVEY CONTROL
 CO1420  ___________________________________________________________________
 CO1420* NAD 83(1993)-  32 20 29.84567(N)    089 58 19.54190(W)     ADJUSTED  
 CO1420* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CO1420  ___________________________________________________________________
 CO1420  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CO1420  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CO1420  HORZ ORDER  -  SECOND
 CO1420
 CO1420.The horizontal coordinates were established by classical geodetic methods
 CO1420.and adjusted by the National Geodetic Survey in May 1994.
 CO1420
 CO1420.The orthometric height was scaled from a topographic map.
 CO1420
 CO1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1420
 CO1420.The geoid height was determined by GEOID03.
 CO1420
 CO1420;                    North         East     Units Scale Factor Converg.
 CO1420;SPC MS W     -   315,087.351   734,005.774   MT  0.99996425   +0 11 35.7
 CO1420;SPC MS W     - 1,033,749.08  2,408,150.61   sFT  0.99996425   +0 11 35.7
 CO1420;UTM  16      - 3,582,186.673   220,261.573   MT  1.00056512   -1 35 27.6
 CO1420;UTM  15      - 3,582,334.006   784,993.447   MT  1.00060172   +1 37 15.3
 CO1420
 CO1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1420!SPC MS W     -   0.99998408  x   0.99996425  =   0.99994833
 CO1420!UTM  16      -   0.99998408  x   1.00056512  =   1.00054919
 CO1420!UTM  15      -   0.99998408  x   1.00060172  =   1.00058579
 CO1420
 CO1420|---------------------------------------------------------------------|
 CO1420| PID    Reference Object                     Distance      Geod. Az  |
 CO1420|                                                           dddmmss.s |
 CO1420| CF9442 BETHANE RM 1                         23.783 METERS 02242     |
 CO1420| CF9443 BETHANE RM 2                         23.497 METERS 11450     |
 CO1420| CO1419 COX                                 APPROX. 8.8 KM 1353248.9 |
 CO1420| CO1421 BRANDON MUNICIPAL TANK              APPROX. 7.8 KM 1921849.5 |
 CO1420| CF9441 BETHANE AZ MK                                      2091132.7 |
 CO1420| CO1422 RED AIRWAY 10 BEACON 44             154.707 METERS 27015     |
 CO1420|---------------------------------------------------------------------|
 CO1420
 CO1420                          SUPERSEDED SURVEY CONTROL
 CO1420
 CO1420  NAD 83(1986)-  32 20 29.85907(N)    089 58 19.53793(W) AD(       ) 2
 CO1420  NAD 27      -  32 20 29.33900(N)    089 58 19.24100(W) AD(       ) 2
 CO1420
 CO1420.Superseded values are not recommended for survey control.
 CO1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1420.See file dsdata.txt to determine how the superseded data were derived.
 CO1420
 CO1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2026282187(NAD 83)
 CO1420_MARKER: DS = TRIANGULATION STATION DISK
 CO1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1420+STABILITY: SURFACE MOTION
 CO1420
 CO1420  HISTORY     - Date     Condition        Report By
 CO1420  HISTORY     - 1945     MONUMENTED       CGS
 CO1420  HISTORY     - 1957     GOOD             CGS
 CO1420  HISTORY     - 1961     GOOD             MSHD
 CO1420  HISTORY     - 1977     GOOD             MSHD
 CO1420
 CO1420                          STATION DESCRIPTION
 CO1420
 CO1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1420'STATION IS LOCATED ABOUT 5 MILES N OF BRANDON ON THE SE CORNER
 CO1420'OF A T-ROAD AND OPPOSITE AIRWAY BEACON 44.  IT IS 132 FEET S OF
 CO1420'THE INTERSECTION OF THE TWO ROADS, 65 FEET E OF THE N-S ROAD, AND
 CO1420'5 FEET E OF A STANDARD WITNESS POST.
 CO1420'
 CO1420'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1420'POST, STAMPED BETHANE 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1420'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1420'
 CO1420'REFERENCE MARK 1 IS 78.02 FEET NNE OF THE STATION, 13 FEET NE
 CO1420'OF A 15-INCH OAK TREE, AND 82 FEET SSE OF THE TWO ROADS.  IT IS
 CO1420'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CO1420'BETHANE NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1420'
 CO1420'REFERENCE MARK 2 IS 77.09 FEET SE OF THE STATION AND 31 FEET SE
 CO1420'OF A 24-INCH OAK TREE.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 CO1420'OF A CONCRETE POST, STAMPED BETHANE NO 2 1945, AND PROJECTS ABOUT
 CO1420'4 INCHES.
 CO1420'
 CO1420'AZIMUTH MARK IS ABOUT 0.4 MILE SSW OF THE STATION ON THE E SIDE
 CO1420'OF THE ROAD, 58 FEET N OF A 24-INCH OAK TREE, 3 FEET N OF A
 CO1420'STANDARD WITNESS POST, AND 37 FEET E OF THE CENTER OF THE ROAD.
 CO1420'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CO1420'BETHANE 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1420'
 CO1420'TO REACH THE STATION FROM THE WATER TANK IN BRANDON, GO N ON
 CO1420'PAVED ROAD FOR 1.10 MILES TO THE BRANDON RAILROAD STATION,
 CO1420'CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN ROAD FOR 4.05 MILES
 CO1420'TO AN UNPAINTED HOUSE ON THE RIGHT AND THE AZIMUTH MARK,
 CO1420'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO AIRWAY BEACON ON THE
 CO1420'LEFT AND T-ROAD RIGHT AND STATION.
 CO1420'
 CO1420'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO1420
 CO1420                          STATION RECOVERY (1957)
 CO1420
 CO1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1420'THE STATION WAS VISITED 2-14-57 AND THE STATION REFERENCE MARKS
 CO1420'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CO1420'WAS FOUND DESTROYED AND THE DISK RECLAIMED AT THIS DATE.  THE
 CO1420'AIRWAY BEACON MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 CO1420'DISMANTLED AND ONLY THE CONCRETE PLATFORM ON WHICH IT WAS SET
 CO1420'REMAINS.
 CO1420'
 CO1420'A NEW DESCRIPTION FOLLOWS-
 CO1420'
 CO1420'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF BRANDON, AND
 CO1420'5 MILES SOUTH OF FANNIN IN THE SOUTHEAST ANGLE OF THE
 CO1420'INTERSECTION OF STATE HIGHWAY 471 AND A DIRT CROSSROAD, IN THE
 CO1420'NORTHEAST QUARTER OF SECTION 27, T 6 N, R 3 E. AND 0.15 MILE SOUTH
 CO1420'OF A SMALL PINK HOUSE ON THE TOP OF A HILL.  IT IS 65
 CO1420'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 471, 142 FEET
 CO1420'SOUTH-SOUTHWEST OF THE CENTER OF THE DIRT ROAD LEADING EAST,
 CO1420'132 FEET SOUTH-SOUTHEAST OF THE ROAD INTERSECTION, 37 FEET
 CO1420'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 52 FEET WEST OF A
 CO1420'24-INCH OAK TREE AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 CO1420'HIGHWAY.  IT IS A STANDARD DISK, STAMPED BETHANE 1945,
 CO1420'PROJECTING 4 INCHES.
 CO1420'
 CO1420'REFERENCE MARK NO. 1 IS 78.02 FEET NORTH-NORTHEAST OF THE STATION,
 CO1420'82 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 471, 75 FEET
 CO1420'SOUTH OF THE CENTER OF THE DIRT ROAD, AND 51 FEET NORTHEAST OF
 CO1420'A TELEPHONE POLE.  IT IS A STANDARD DISK, STAMPED
 CO1420'BETHANE NO 1 1945, PROJECTING 4 INCHES.
 CO1420'
 CO1420'REFERENCE MARK NO. 2 IS 77.09 FEET EAST-SOUTHEAST OF THE
 CO1420'STATION, 32 FEET SOUTHEAST OF A 24-INCH OAK TREE, 142 FEET EAST OF
 CO1420'THE HIGHWAY, AND 10 FEET EAST OF A DIM WOODS ROAD.  IT IS A
 CO1420'STANDARD DISK, STAMPED BETHANE NO 2 1945, PROJECTING 4 INCHES.
 CO1420'
 CO1420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CO1420'STATE HIGHWAY 471 IN BRANDON, GO NORTH ON STATE HIGHWAY 471
 CO1420'FOR 1.0 MILE TO THE RAILROAD STATION AND TRACKS, CROSS RAILROAD
 CO1420'TRACKS AND GO NORTH ON STATE HIGHWAY 471 FOR 4.3 MILES TO A
 CO1420'CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE.  (THIS IS
 CO1420'ABOUT 0.15 MILE BEFORE REACHING THE TOP OF THE HILL.).
 CO1420
 CO1420                          STATION RECOVERY (1961)
 CO1420
 CO1420'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1420'THE STATION WAS VISITED 7-26-61.  THE STATION, R.M. NO. 1 AND R.M.
 CO1420'NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 CO1420'DESTROYED AS REPORTED IN 1957 RECOVERY NOTE.  THE 1957 DESCRIPTION
 CO1420'IS ADEQUATE.
 CO1420'
 CO1420'A METAL WINTESS POST WAS SET 12 FEET NORTH OF THE STATION.
 CO1420
 CO1420                          STATION RECOVERY (1977)
 CO1420
 CO1420'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1420'THE STATION WAS VISITED 3-16-77 AND THE STATION MARK, RM NO 1, AND RM
 CO1420'NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CO1420'DESTROYED IN 1957.
 CO1420'
 CO1420'THE STATION IS LOCATED 4.8 MILES NORTH OF BRANDON IN THE SOUTHEAST
 CO1420'ANGLE OF A CROSSROAD, 5.3 MILES SOUTH-SOUTHWEST OF FANNIN IN THE
 CO1420'NORTHEAST 1/4 OF SECTION 27, T 6N, R 3E.  IT IS 72 FEET
 CO1420'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 471, 130 FEET SOUTHEAST OF
 CO1420'THE CENTER OF A CROSSROAD, 52 FEET WEST OF A 30 INCH OAK, 44.5
 CO1420'FEET NORTHWEST OF A 12 INCH CEDAR, 29 FEET EAST-SOUTHEAST OF THE
 CO1420'EDGE OF A 7 FOOT BANK, 1 FOOT EAST OF A METAL WITNESS POST AND
 CO1420'PROJECTS 4 INCHES.  IT IS A TRIANGULATION DISK, STAMPED BETHANE
 CO1420'1945.
 CO1420'
 CO1420'REFERENCE MARK NO 1 IS 78.02 FEET NORTH-NORTHEAST OF THE STATION.
 CO1420'IT IS 81 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 471, 68 FEET
 CO1420'SOUTH OF THE CENTER OF A BLACK TOP ROAD, 66 FEET WEST OF THE CENTER
 CO1420'OF A WOODS ROAD, 78.5 FEET NORTHWEST OF A 30 INCH OAK, 1 FOOT EAST OF
 CO1420'A METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK
 CO1420'DISK, STAMPED BETHANE NO 1 1945.
 CO1420'
 CO1420'REFERENCE MARK NO 2 IS 77.09 FEET EAST-SOUTHEAST OF THE STATION.  IT
 CO1420'IS 149 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 471, 32 FEET
 CO1420'SOUTHEAST OF A 30 INCH OAK, 11 FEET EAST OF THE CENTER OF A WOODS
 CO1420'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 CO1420'IT IS A REFERENCE MARK DISK, STAMPED BETHANE NO 2 1945.
 CO1420'
 CO1420'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CO1420'STATE HIGHWAY 471 JUST NORTH OF THE POST OFFICE IN BRANDON GO NORTH
 CO1420'ON STATE HIGHWAY 471 (COLLEGE STREET) FOR 0.45 MILE TO A SIDE ROAD
 CO1420'RIGHT.  TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 471 FOR
 CO1420'5.15 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 CO1420'
 CO1420'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--4.8 MILES NORTH
 CO1420'OF BRANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2195 ***********************************************************************
 BW2195  DESIGNATION -  BETHEL
 BW2195  PID         -  BW2195
 BW2195  STATE/COUNTY-  MS/LAWRENCE
 BW2195  USGS QUAD   -  MONTICELLO (1970)
 BW2195
 BW2195                         *CURRENT SURVEY CONTROL
 BW2195  ___________________________________________________________________
 BW2195* NAD 83(1993)-  31 30 47.63810(N)    090 06 58.63345(W)     ADJUSTED  
 BW2195* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BW2195  ___________________________________________________________________
 BW2195  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BW2195  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2195  HORZ ORDER  -  FIRST
 BW2195
 BW2195.The horizontal coordinates were established by classical geodetic methods
 BW2195.and adjusted by the National Geodetic Survey in May 1994.
 BW2195
 BW2195.The orthometric height was scaled from a topographic map.
 BW2195
 BW2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2195
 BW2195.The geoid height was determined by GEOID03.
 BW2195
 BW2195;                    North         East     Units Scale Factor Converg.
 BW2195;SPC MS W     -   223,198.415   720,615.986   MT  0.99995524   +0 06 48.4
 BW2195;SPC MS W     -   732,276.80  2,364,220.95   sFT  0.99995524   +0 06 48.4
 BW2195;UTM  15      - 3,490,087.503   773,864.096   MT  1.00052516   +1 30 29.7
 BW2195
 BW2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2195!SPC MS W     -   0.99998496  x   0.99995524  =   0.99994020
 BW2195!UTM  15      -   0.99998496  x   1.00052516  =   1.00051011
 BW2195
 BW2195|---------------------------------------------------------------------|
 BW2195| PID    Reference Object                     Distance      Geod. Az  |
 BW2195|                                                           dddmmss.s |
 BW2195| CY3446 BETHEL RM 1                          37.612 METERS 10533     |
 BW2195| CY3447 BETHEL RM 2                          38.953 METERS 19417     |
 BW2195| CY3445 BETHEL AZ MK                                       2932045.9 |
 BW2195|---------------------------------------------------------------------|
 BW2195
 BW2195                          SUPERSEDED SURVEY CONTROL
 BW2195
 BW2195  NAD 83(1986)-  31 30 47.65317(N)    090 06 58.63065(W) AD(       ) 1
 BW2195  NAD 27      -  31 30 47.03900(N)    090 06 58.32100(W) AD(       ) 1
 BW2195
 BW2195.Superseded values are not recommended for survey control.
 BW2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2195.See file dsdata.txt to determine how the superseded data were derived.
 BW2195
 BW2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7386490088(NAD 83)
 BW2195_MARKER: DS = TRIANGULATION STATION DISK
 BW2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2195+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 BW2195
 BW2195  HISTORY     - Date     Condition        Report By
 BW2195  HISTORY     - 1946     MONUMENTED       CGS
 BW2195  HISTORY     - 1947     GOOD             CGS
 BW2195  HISTORY     - 1955     GOOD             CGS
 BW2195  HISTORY     - 1965     GOOD             CGS
 BW2195  HISTORY     - 1970     GOOD             NGS
 BW2195  HISTORY     - 1972     GOOD             MSHD
 BW2195  HISTORY     - 1983     GOOD             MSU
 BW2195  HISTORY     - 20030530 GOOD             INDIV
 BW2195
 BW2195                          STATION DESCRIPTION
 BW2195
 BW2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2195'THIS STATION IS LOCATED ABOUT 3 MILES S OF THE TOWN OF MONTICELLO,
 BW2195'2 MILES W OF PEARL RIVER, ON LAND BELONGING TO THE BETHEL
 BW2195'CHURCH, 81.6 FEET E OF A DRIVE LEADING TO THE CHURCH, 71.5
 BW2195'FEET NW OF THE NW CORNER OF THE CHURCH, 60 FEET S OF THE
 BW2195'APPROXIMATE CENTER OF STATE HIGHWAY 27, AND 6 FEET W OF A
 BW2195'STANDARD WHITE WITNESS POST.
 BW2195'
 BW2195'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2195'BETHEL 1946, AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK
 BW2195'IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2195'
 BW2195'REFERENCE MARK 1 IS 123.40 FEET E OF STATION, 95 FEET
 BW2195'S OF THE APPROXIMATE CENTER OF STATE HIGHWAY 27, 66.4 FEET
 BW2195'NE OF THE NE CORNER OF THE CHURCH, 21.5 FEET W OF OLD TRACK
 BW2195'ROAD, AND 6 FEET N OF A 12-INCH PINE TREE.  IT IS A BRONZE
 BW2195'REFERENCE DISK SET IN CONCRETE, STAMPED BETHEL NO 1 1946, AND
 BW2195'IS FLUSH WITH THE GROUND.
 BW2195'
 BW2195'REFERENCE MARK 2 IS 127.80 FEET S OF THE STATION, 37.5 FEET
 BW2195'SW OF THE SW CORNER OF THE CHURCH, 12 FEET E OF THE EDGE
 BW2195'OF A CEMETERY, 8 FEET NE OF AN 18-INCH PINE TREE.  IT IS A
 BW2195'BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BETHEL NO 2 1946,
 BW2195'AND IS FLUSH WITH THE GROUND.
 BW2195'
 BW2195'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, ON THE E EDGE
 BW2195'OF A CEMETERY, 79 FEET N OF THE APPROXIMATE CENTER OF STATE
 BW2195'HIGHWAY 27, 10 FEET E OF THE E EDGE OF THE CEMETERY, 6 FEET
 BW2195'NE OF A 24-INCH PINE TREE, AND 3 FEET E OF A STANDARD WHITE
 BW2195'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE,
 BW2195'STAMPED BETHEL 1946, AND IS FLUSH WITH THE GROUND.
 BW2195'
 BW2195'TO REACH THE STATION FROM THE TRAFFIC LIGHT (INTERSECTION OF
 BW2195'U.S. HIGHWAY 84 AND STATE HIGHWAY 27) IN MONTICELLO, GO S
 BW2195'ON HIGHWAY 27 FOR 3.1 MILES TO CHURCH AND STATION ON LEFT
 BW2195'AS DESCRIBED.
 BW2195'
 BW2195'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE STRAIGHT
 BW2195'AHEAD ON HIGHWAY 27 FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT
 BW2195'AS DESCRIBED.
 BW2195'
 BW2195'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2195
 BW2195                          STATION RECOVERY (1947)
 BW2195
 BW2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2195'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BW2195'CONDITION.  A DISCREPANCY OF 10 DEGREES WAS FOUND IN THE
 BW2195'DIRECTION TO THE AZIMUTH MARK AS SHOWN BELOW.  A NEW DESCRIPTION
 BW2195'FOLLOWS.
 BW2195'
 BW2195'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF MONTICELLO, 2
 BW2195'MILES WEST OF THE PEARL RIVER, 81 FEET EAST OF THE APPROXIMATE
 BW2195'CENTERLINE OF DRIVEWAY LEADING TO THE BETHEL CHURCH, 71.5
 BW2195'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BETHEL CHURCH,
 BW2195'60 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 BW2195'27, AND 6 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 BW2195'1 INCH, AND THE DISK IS STAMPED BETHEL 1946.
 BW2195'
 BW2195'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2195'BRONZE DISKS SET IN CONCRETE.
 BW2195'
 BW2195'REFERENCE MARK NO. 1 IS 37.612 METERS (123.40 FEET) EAST OF
 BW2195'THE STATION, 95 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 BW2195'STATE HIGHWAY 27, 66 FEET NORTHEAST OF THE NORTHEAST CORNER
 BW2195'OF THE BETHEL CHURCH, AND 6 FEET NORTH OF A 12-INCH PINE TREE.
 BW2195'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BETHEL NO
 BW2195'1 1946.
 BW2195'
 BW2195'REFERENCE MARK NO. 2 IS 38.953 METERS (127.80 FEET) SOUTH OF
 BW2195'THE STATION, 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BW2195'THE BETHEL CHURCH, 12 FEET EAST OF THE EAST EDGE OF A CEMETERY,
 BW2195'AND 8 FEET NORTHEAST OF AN 18-INCH PINE TREE.  THE MARK PROJECTS
 BW2195'1 INCH, AND THE DISK IS STAMPED BETHEL NO 2 1946.
 BW2195'
 BW2195'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION AND ON THE
 BW2195'EAST EDGE OF A SMALL CEMETERY.  IT IS 79 FEET NORTH OF THE
 BW2195'APPROXIMATE CENTERLINE OF STATE HIGHWAY 27, 6 FEET NORTHEAST
 BW2195'OF A 24-INCH PINE TREE, AND 3 FEET EAST OF A WITNESS POST.
 BW2195'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BW2195'BETHEL 1946.
 BW2195'
 BW2195'THE 1946 DESCRIPTION TO REACH THE STATION FROM MONTICELLO
 BW2195'IS ADEQUATE AND CORRECT.
 BW2195'
 BW2195'THE 1946 DESCRIPTION TO REACH THE AZIMUTH MARK FROM THE STATION
 BW2195'IS ADEQUATE.
 BW2195'
 BW2195'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2195
 BW2195                          STATION RECOVERY (1955)
 BW2195
 BW2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2195'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2195'CONDITION.  THE DISTANCE BETWEEN THE STATION MARK AND REFERENCE
 BW2195'MARK NO. 1 WAS FOUND TO BE 22.04 FEET SHORTER THAN THAT MEASURED
 BW2195'IN 1946 AND 1947.  THE MEASUREMENT WAS RECHECKED AT THIS DATE.
 BW2195'DUE TO THE RELOCATION OF STATE HIGHWAY 27 A NEW DESCRIPTION IS
 BW2195'NECCESSARY.
 BW2195'
 BW2195'A NEW DESCRIPTION FOLLOWS--
 BW2195'
 BW2195'THE STATION IS LOCATED 3 MILES S. OF MONTICELLO ON THE PROPERTY
 BW2195'OF AND AT THE BETHEL BAPTIST CHURCH, 99 FEET ESE OF THE NE
 BW2195'CORNER OF THE CEMETERY, 70 FEET E. OF THE DRIVEWAY TO THE
 BW2195'CHURCH, 71 FEET N OF THE NW CORNER OF THE CHURCH, 61 FEET
 BW2195'S. OF THE CENTER OF A GRAVELED ROAD AND 23 FEET W. OF THE
 BW2195'PROJECTED TANGENT OF THE WEST SIDE OF THE CHRUCH.  IT IS A
 BW2195'STANDARD DISK, STAMPED BETHEL 1946, FLUSH WITH THE GROUND.
 BW2195'
 BW2195'REFERENCE MARK NO. 1 IS 101.36 FEET E. OF THE STATION, 98
 BW2195'FEET S. OF THE CENTER OF A GRAVELED ROAD, 58 FEET NNE IF THE
 BW2195'NE CORNER OF THE CHURCH, 21 FEET W. OF THE DRIVEWAY TO THE
 BW2195'BACK OF THE CHURCH AND 15 FEET NNW OF A 20-INCH OAK TREE.
 BW2195'IT IS A STANDARD DISK, STAMPED BETHAL NO 1 1946, FLUSH WITH
 BW2195'THE GROUND.
 BW2195'
 BW2195'REFERENCE MARK NO. 2 IS 127.80 FEET S. OF THE STATION, 37 FEET
 BW2195'SW OF THE SW CORNER OF THE CHURCH, 8 FEET E. OF THE S. END
 BW2195'OF THE GATE TO THE CEMETERY, 32 FEET E. OF THE HEADSTONE OF
 BW2195'WARREN HARVEY HEDGEPETH 1915 1932, 6.5 FEET N. OF AND 18-INCH
 BW2195'OAK TREE AND 6 FEET W. OF A 24-INCH OAK TREE.  IT IS A STANDARD
 BW2195'DISK, STAMPED BETHEL NO 2 1946, PROJECTING 1 INCH.
 BW2195'
 BW2195'THE AZIMUTH MARK IS 0.2 MILE W. OF THE STATION AT THE E. END
 BW2195'OF A SMALL CEMETERY, 80 FEET N. OF THE CENTER OF A GRAVELED
 BW2195'ROAD, 5 FEET NE OF A 30-INCH PINE TREE, 40.5 FEET W. OF THE
 BW2195'HEADSTONE OF PRIVATE HENRY HEDGEPETH 1897 1916 AND AT THE W.
 BW2195'EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK, STAMPED
 BW2195'BETHEL 1946, FLUSH WITH THE GROUND.
 BW2195'
 BW2195'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BW2195'27 AND U.S. HIGHWAY 84 IN MONTICELLO, GO S. ON STATE HIGHWAY
 BW2195'27 FOR 2.8 MILES TO A CROSSROAD, TURN LEFT FOR 0.05 MILE
 BW2195'TO THE BETHEL CHURCH AND STATION ON THE RIGHT.
 BW2195'
 BW2195'TO REACH THE AZIMUTH MARK FROM THE STATION GO W. FOR 0.05
 BW2195'MILE TO STATE HIGHWAY 27, CROSS HIGHWAY AND GO W. ON GRAVELED
 BW2195'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK AND A SMALL CEMETERY
 BW2195'ON THE RIGHT.
 BW2195
 BW2195                          STATION RECOVERY (1965)
 BW2195
 BW2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW2195'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK WERE RECOVERED IN
 BW2195'GOOD CONDITION.
 BW2195'
 BW2195'AZIMUTH MARK AND TWO WATER TANKS CAN BE SEEN FROM THE STATION.
 BW2195
 BW2195                          STATION RECOVERY (1970)
 BW2195
 BW2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RB)
 BW2195'THE STATION WAS VISITED 25 JULY 1970 AND ALL MARKS WERE FOUND
 BW2195'IN GOOD CONDITION.  A NEW BRICK CHURCH HAS REPLACED THE
 BW2195'PREVIOUS ONE.  A NEW DESCRIPTION FOLLOWS--
 BW2195'
 BW2195'THE STATION IS LOCATED 3 MILES SOUTH OF MONTICELLO, 2 MILES
 BW2195'WEST OF THE PEARL RIVER, IN THE SE 1/4 OF SECTION 5, T6N,
 BW2195'R11E, ON THE PROPERTY OF BETHEL BAPTIST CHURCH.  IT IS
 BW2195'APPROXIMATELY 250 FEET EAST OF STATE HIGHWAY 27, 131 FEET
 BW2195'EAST OF AN 8 KV POWER POLE WITH TAPS IN FOUR DIRECTIONS, 101
 BW2195'FEET NE OF THE NW CORNER OF FENCE AROUND CEMETERY, 102 FEET
 BW2195'WEST OF THE NW CORNER OF CHURCH, AND 1 FOOT NORTH OF THE
 BW2195'PLANE OF THE NORTH WALL OF THE CHURCH AUDITORIUM.  IT IS A
 BW2195'C AND GS TRIANGULATION STATION DISK, STAMPED BETHEL 1946,
 BW2195'FLUSH WITH THE GROUND.
 BW2195'
 BW2195'REFERENCE MARK NO. 1 IS 101.4 FEET EAST OF THE STATION, 84
 BW2195'FEET SW OF AN 8 KV POWER POLE WITH GUY, 9.7 FEET NORTH OF THE
 BW2195'NW CORNER OF THE CHURCH, AND 1 FOOT WEST OF THE PLANE OF
 BW2195'THE WEST WALL OF THE CHURCH.  IT IS A C AND GS REFERENCE MARK
 BW2195'DISK, STAMPED BETHEL NO 1 1946, PROJECTING 1 INCH.
 BW2195'
 BW2195'REFERENCE MARK NO. 2 IS 128 FEET SOUTH OF THE STATION, 132
 BW2195'FEET NW OF AN 8 KV POWER POLE WITH 3 GUYS, 123 FEET SW OF
 BW2195'THE SW CORNER OF THE CHURCH, 15 FEET SW OF AN 8 KV POWER LINE,
 BW2195'13 FEET NE OF WEST GATE POST AND 9 FEET NORTH OF EAST GATE
 BW2195'POST OF FENCE AROUND CEMETERY.  IT IS A C AND GS REFERENCE
 BW2195'MARK DISK, STAMPED BETHEL NO 2 1946, PROJECTING 1 INCH.
 BW2195'
 BW2195'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 162
 BW2195'FEET.
 BW2195'
 BW2195'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 0.15 MILE
 BW2195'WEST OF STATE HWY 27, 81 FEET NORTH OF CENTER OF GRAVEL ROAD,
 BW2195'27 FEET NORTH OF GATE TO A SMALL CEMETERY, 41 FEET EAST OF
 BW2195'HEADSTONE OF PRIVATE HENRY HEDGEPETH, 6 FEET WEST OF FENCE,
 BW2195'AND 6 FEET NE OF A 36-INCH PINE TREE.  IT IS A C AND GS
 BW2195'AZIMUTH MARK DISK, STAMPED BETHEL 1946, 2-INCHES BELOW THE
 BW2195'GROUND.  (VG FROM STATION)
 BW2195'
 BW2195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 BW2195'SOUTH WITH U.S. HIGHWAY 84 IN MONTICELLO, GO SOUTH ON STATE
 BW2195'HWY 27 FOR 2.9 MILES TO A CROSSROADS, ** TURN LEFT AND GO
 BW2195'EAST FOR 0.1 MILE TO THE BETHEL BAPTIST CHURCH AND THE STATION
 BW2195'ON THE RIGHT.
 BW2195'
 BW2195'** TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 BW2195'GO WEST ON GRAVEL ROAD FOR 0.15 MILE TO A SMALL CEMETERY AND
 BW2195'THE AZIMUTH MARK ON THE RIGHT.
 BW2195'
 BW2195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BW2195'SOUTH OF MONTICELLO
 BW2195
 BW2195                          STATION RECOVERY (1972)
 BW2195
 BW2195'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BW2195'THE STATION WAS VISITED 8-31-72 AND THE STATION MARK, R.M.
 BW2195'NO 1, R.M. NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2195'CONDITION.  THE AZIMUTH MARK CAN BE MADE VISIBLE BY TRIMMING
 BW2195'A FENCE LINE.
 BW2195'
 BW2195'THE STATION IS LOCATED 2.8 MILES SOUTH OF MONTICELLO ON THE
 BW2195'FRONT LAWN OF THE BETHEL BAPTIST CHURCH (RED BRICK CHURCH)
 BW2195'ABOUT 100 YARDS EAST OF STATE HIGHWAY 27 IN THE SOUTHEAST
 BW2195'1/4 OF SECTION 5, T 6N, R 11E.  IT IS 52 FEET SOUTH OF THE
 BW2195'CENTER OF A BLACK TOP ROAD, 60 FEET EAST-NORTHEAST OF THE
 BW2195'CENTER OF ANOTHER BLACK TOP ROAD, 100.5 FEET EAST OF THE NORTH
 BW2195'CORNER OF THE CEMETERY FENCE, 130 FEET SOUTHEAST OF A POWER
 BW2195'POLE WITH GUY WIRES, 102 FEET WEST OF THE NORTHWEST CORNER OF
 BW2195'THE CHURCH, 1 FOOT NORTH OF THE PROJECTED PLANE OF THE
 BW2195'NORTH WALL OF THE CHURCH, 57.5 FEET NORTHWEST OF THE NORTHWEST
 BW2195'CORNER OF THE WALK LEADING TO THE CHURCH AND 1.5 FEET
 BW2195'SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT.
 BW2195'
 BW2195'IT IS A TRIANGULATION DISK, STAMPED BETHEL 1946 FLUSH.
 BW2195'
 BW2195'REFERENCE MARK NO 1 IS 101.36 FEET EAST OF THE STATION.  IT
 BW2195'IS 93 FEET SOUTH-SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD,
 BW2195'85 FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 54 FEET
 BW2195'EAST OF THE NORTHWEST CORNER OF THE WALK LEADING TO THE CHURCH,
 BW2195'9.5 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH AND 1
 BW2195'FOOT WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 BW2195'CHURCH.  IT IS A REFERENCE MARK DISK, STAMPED BETHEL NO 1
 BW2195'1946 FLUSH.
 BW2195'
 BW2195'REFERENCE MARK NO 2 IS 127.84 FEET SOUTH OF THE STATION.  IT
 BW2195'IS 28 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 123
 BW2195'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 9 FEET
 BW2195'EAST OF THE SOUTH POST OF A GATE TO THE CEMETERY 97 FEET
 BW2195'WEST OF A POLE WITH A LAMP AND 132 FEET NORTHWEST OF A POWER
 BW2195'POLE WITH GUY WIRES.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2195'BETHEL NO 2 1946 PROJECTING 2 INCHES.
 BW2195'
 BW2195'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 161.33
 BW2195'FEET.
 BW2195'
 BW2195'THE AZIMUTH MARK IS 79 FEET NORTH OF THE CENTER OF A GRAVELED
 BW2195'ROAD, 30 FEET NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY
 BW2195'FENCE, 41 FEET EAST OF THE NORTHEAST CORNER OF THE BASE OF
 BW2195'THE HEAD STONE OF HATTLE AND ATHUR HEDGEPETH, 5 FEET NORTHEAST
 BW2195'OF A 30 INCH PINE AND 5.5 FEET WEST OF A FENCE.  IT IS AN
 BW2195'AZIMUTH MARK DISK, STAMPED BETHEL 1946 1 INCH BELOW THE GROUND.
 BW2195'
 BW2195'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO GO
 BW2195'WEST ON U.S. HIGHWAY 84 FOR 0.2 MILES TO THE JUNCTION OF STATE
 BW2195'HIGHWAY 27.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 27 FOR
 BW2195'3 MILES TO A CROSSROAD.* TURN LEFT AND GO NORTHEAST ON A
 BW2195'BLACK TOP ROAD FOR 0.1 MILES TO A SIDE ROAD AND THE CHURCH
 BW2195'AND THE STATION ON THE RIGHT.* TO REACH THE AZIMUTH FROM THE
 BW2195'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 BW2195'0.15 MILES TO A PRIVATE CEMETERY AND THE MARK ON THE RIGHT.
 BW2195'
 BW2195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 BW2195'SOUTH OF MONTICELLO
 BW2195
 BW2195                          STATION RECOVERY (1983)
 BW2195
 BW2195'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (DR)
 BW2195'ALL FOUR MARKS WERE FOUND IN GOOD CONDITION.
 BW2195
 BW2195                          STATION RECOVERY (2003)
 BW2195
 BW2195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DB)
 BW2195'REFERENCE MARK 2 WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2619 ***********************************************************************
 CP2619  DESIGNATION -  BETHEL
 CP2619  PID         -  CP2619
 CP2619  STATE/COUNTY-  MS/RANKIN
 CP2619  USGS QUAD   -  WHITFIELD (1980)
 CP2619
 CP2619                         *CURRENT SURVEY CONTROL
 CP2619  ___________________________________________________________________
 CP2619* NAD 83(1993)-  32 13 30.58745(N)    090 00 37.56177(W)     ADJUSTED  
 CP2619* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 CP2619  ___________________________________________________________________
 CP2619  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CP2619  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2619  HORZ ORDER  -  THIRD
 CP2619
 CP2619.The horizontal coordinates were established by classical geodetic methods
 CP2619.and adjusted by the National Geodetic Survey in May 1994.
 CP2619
 CP2619.The orthometric height was scaled from a topographic map.
 CP2619
 CP2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2619
 CP2619.The geoid height was determined by GEOID03.
 CP2619
 CP2619;                    North         East     Units Scale Factor Converg.
 CP2619;SPC MS W     -   302,161.855   730,435.537   MT  0.99996142   +0 10 19.9
 CP2619;SPC MS W     -   991,342.69  2,396,437.26   sFT  0.99996142   +0 10 19.9
 CP2619;UTM  15      - 3,569,315.537   781,743.793   MT  1.00057903   +1 35 42.8
 CP2619;UTM  16      - 3,569,370.519   216,288.807   MT  1.00059275   -1 36 23.0
 CP2619
 CP2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2619!SPC MS W     -   0.99998704  x   0.99996142  =   0.99994846
 CP2619!UTM  15      -   0.99998704  x   1.00057903  =   1.00056606
 CP2619!UTM  16      -   0.99998704  x   1.00059275  =   1.00057978
 CP2619
 CP2619|---------------------------------------------------------------------|
 CP2619| PID    Reference Object                     Distance      Geod. Az  |
 CP2619|                                                           dddmmss.s |
 CP2619| CY3442 BETHEL RM 1                          22.589 METERS 10158     |
 CP2619| CY3441 BETHEL AZ MK                                       1725839.2 |
 CP2619| CY3444 BETHEL RM 3                          10.912 METERS 17710     |
 CP2619| CY3443 BETHEL RM 2                          25.021 METERS 20716     |
 CP2619| CP2614 MISSISSIPPI ST HOSPITAL STACK       APPROX. 6.1 KM 2910424.0 |
 CP2619|---------------------------------------------------------------------|
 CP2619
 CP2619                          SUPERSEDED SURVEY CONTROL
 CP2619
 CP2619  NAD 83(1986)-  32 13 30.60165(N)    090 00 37.55761(W) AD(       ) 3
 CP2619  NAD 27      -  32 13 30.06900(N)    090 00 37.25700(W) AD(       ) 3
 CP2619
 CP2619.Superseded values are not recommended for survey control.
 CP2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2619.See file dsdata.txt to determine how the superseded data were derived.
 CP2619
 CP2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR8174469316(NAD 83)
 CP2619_MARKER: DS = TRIANGULATION STATION DISK
 CP2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2619
 CP2619  HISTORY     - Date     Condition        Report By
 CP2619  HISTORY     - 1945     MONUMENTED       CGS
 CP2619  HISTORY     - 1957     GOOD             CGS
 CP2619  HISTORY     - 1961     GOOD             MSHD
 CP2619  HISTORY     - 1963     SEE DESCRIPTION  CGS
 CP2619  HISTORY     - 1963     GOOD             CGS
 CP2619  HISTORY     - 1977     GOOD             NGS
 CP2619  HISTORY     - 1978     GOOD             MSHD
 CP2619  HISTORY     - 1980     GOOD             NGS
 CP2619
 CP2619                          STATION DESCRIPTION
 CP2619
 CP2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2619'STATION IS LOCATED ABOUT 4 MILES SSW OF THE VILLAGE OF BRANDON
 CP2619'AND ON THE BETHEL BAPTIST CHURCH GROUNDS.  IT IS 47.2 FEET WNW OF
 CP2619'THE NW CORNER OF THE CHURCH AND 42 FEET S OF THE APPROXIMATE
 CP2619'CENTER LINE OF A GRADED DIRT ROAD.
 CP2619'
 CP2619'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2619'POST, STAMPED BETHEL 1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2619'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2619'
 CP2619'REFERENCE MARK 1 IS 74.11 FEET E OF THE STATION, 63 FEET S
 CP2619'OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, AND 1
 CP2619'FOOT W OF THE NE CORNER OF THE BETHEL BAPTIST CHURCH.  IT IS
 CP2619'A BRONZE REFERENCE DISK, STAMPED BETHEL NO 1 1945, AND ABOUT
 CP2619'FLUSH WITH THE GROUND.  THE DISK IS SET IN TOP OF A CONCRETE
 CP2619'POST.
 CP2619'
 CP2619'REFERENCE MARK 2 IS 82.90 FEET SSW OF THE STATION AND ABOUT 90
 CP2619'FEET W OF THE SW CORNER OF THE BETHEL BAPTIST CHURCH.  IT IS
 CP2619'A BRONZE REFERENCE DISK, STAMPED BETHEL NO 2 1945, AND ABOUT
 CP2619'FLUSH WITH THE GROUND.  THE DISK IS SET IN TOP OF A CONCRETE
 CP2619'POST.
 CP2619'
 CP2619'THE AZIMUTH MARK IS 0.25 MILE S OF THE STATION ON THE E EDGE
 CP2619'OF AN OLD ORCHARD AND IN THE FENCE LINE.  IT IS ABOUT 80 YARDS
 CP2619'N OF A WHITE HOUSE, 17 FEET W OF THE APPROXIMATE CENTER LINE
 CP2619'OF A GRADED DIRT ROAD, AND 2 FEET N OF A STANDARD WITNESS POST.
 CP2619'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST,
 CP2619'STAMPED BETHEL 1945, AND PROJECTS ABOUT 6 INCHES.
 CP2619'
 CP2619'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AND HIGHWAY
 CP2619'JUNCTION ON THE S EDGE OF THE CITY OF JACKSON, GO E ON U.S.
 CP2619'HIGHWAY 80 FOR 2.7 MILES TO A T-ROAD RIGHT AND A SIGN MISS STATE
 CP2619'HOSPITAL, HERE TURN RIGHT AND GO S AND E FOR 5.75 MILES
 CP2619'TO A CROSSROAD WHICH IS ABOUT 0.25 MILE BEFORE REACHING THE
 CP2619'HOSPITAL MAIN ENTRANCE.  TURN RIGHT AND CROSS RAILROAD TRACK
 CP2619'AND FOLLOW MAIN-TRAVELED ROAD FOR 4.05 MILES TO THE BETHEL
 CP2619'BAPTIST CHURCH ON THE RIGHT AND STATION AS DESCRIBED.
 CP2619'
 CP2619'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON GRADED
 CP2619'DIRT ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CP2619'
 CP2619'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2619
 CP2619                          STATION RECOVERY (1957)
 CP2619
 CP2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2619'THE STATION WAS VISITED ON 6-5-57.  THE STATION, REFERENCE
 CP2619'MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2619'
 CP2619'THE STATION IS 4 MILES SOUTH SOUTHWEST OF BRANDON, NEAR THE
 CP2619'NORTHWEST CORNER OF THE BETHEL BAPTIST CHURCH YARD, AT A POINT
 CP2619'WHERE STATE HIGHWAY 468 TURNS WEST, AT A JUNCTION OF THE HIGHWAY
 CP2619'AND A GRAVELED ROAD LEADING SOUTH, SOUTH OF AND ACROSS THE HIGHWAY
 CP2619'FROM A CEMETERY, 48 FEET WEST NORTHWEST OF THE NORTHWEST CORNER
 CP2619'OF THE NORTH WING OF THE CHURCH, 43 FEET SOUTH OF THE CENTER
 CP2619'LINE OF THE HIGHWAY, 54 FEET NORTH OF THE NORTHWEST CORNER OF
 CP2619'THE WEST WING OF THE CHURCH, 164 FEET WEST SOUTHWEST OF THE
 CP2619'CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD
 CP2619'LEADING SOUTH, 9 FEET SOUTHWEST OF A SMALL MIMOSA TREE, 9
 CP2619'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 CP2619'CHURCH.  IT IS A STANDARD DISK, STAMPED BETHEL 1945, 4 INCHES
 CP2619'BELOW THE TOP OF THE GROUND.
 CP2619'
 CP2619'REFERENCE MARK NO. 1 IS 74.11 FEET EAST OF THE STATION, 1 FOOT
 CP2619'WEST OF THE NORTHEAST CORNER OF THE NORTH WING OF THE CHURCH,
 CP2619'64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 108 FEET WEST
 CP2619'OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH.  IT IS
 CP2619'A STANDARD DISK, STAMPED BETHEL NO. 1 1945, 1 INCH BELOW
 CP2619'THE TOP OF THE GROUND.
 CP2619'
 CP2619'REFERENCE MARK NO. 2 IS 82.90 FEET SOUTH SOUTHWEST OF THE
 CP2619'STATION, 115 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CP2619'46.5 FEET WEST OF THE SOUTHWEST CORNER OF THE WEST WING OF
 CP2619'THE CHURCH, ON THE PROJECTED PLANE OF THE SOUTH SIDE OF THE
 CP2619'CHURCH, 41 FEET EAST OF A FENCE.  IT IS A STANDARD DISK, STAMPED
 CP2619'BETHEL NO 2 1945, PROJECTS 2 INCHES.
 CP2619'
 CP2619'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 17 FEET
 CP2619'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 1.5 FEET
 CP2619'SOUTHWEST OF A FENCE, 55.5 FEET WEST OF THE NORTHWEST CORNER
 CP2619'OF A BARN, 118 FEET NORTHWEST OF A FENCE CORNER, 65 PACES
 CP2619'NORTH OF THE NORTH SIDE OF A WHITE HOUSE.  IT IS A STANDARD
 CP2619'DISK STAMPED BETHEL 1945, PROJECTS 5 INCHES.
 CP2619'
 CP2619'TO REACH THE STATION FROM THE MEMORIAL MONUMENT AT BRANDON
 CP2619'GO WEST ALONG U.S. HIGHWAY 80 0.15 MILE TO A JUNCTION WITH STATE
 CP2619'HIGHWAY 468 AND A WATER TANK AT THE NORTHWEST ANGLE OF THE
 CP2619'INTERSECTION, TURN LEFT AND GO SOUTH ALONG STATE HIGHWAY
 CP2619'468 0.85 MILE, TURN RIGHT WEST AND CONTINUE SOUTHWESTERLY
 CP2619'3.1 MILES TO THE BETHEL BAPTIST CHURCH AND THE STATION ON THE
 CP2619'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.25 MILE
 CP2619'SOUTH ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT.
 CP2619
 CP2619                          STATION RECOVERY (1961)
 CP2619
 CP2619'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2619'THE STATION WAS VISITED 8-14-61.  THE STATION, AZIMUTH MARK,
 CP2619'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2619'1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CP2619'
 CP2619'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE AZIMUTH MARK.
 CP2619'
 CP2619'THE AZIMUTH MARK CAN BE SEEN FROM THE STATION.
 CP2619
 CP2619                          STATION RECOVERY (1963)
 CP2619
 CP2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2619'THE STATION WAS VISITED ON MARCH 6, 1963.  THE STATION MARK AND
 CP2619'MONUMENT HAD BEEN PUSHED ASIDE BY A GRADER.  THE DISK WAS FOUND.
 CP2619'THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  R.M. NO. 1
 CP2619'AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CP2619'WAS NOT VISITED.
 CP2619'
 CP2619'THE STATION IS 4 MILES SSW OF BRANDON NEAR THE NW CORNER
 CP2619'OF THE BETHEL BAPTIST CHURCH YARD, SOUTH OF AND ACROSS A ROAD
 CP2619'FROM A CEMETERY, 48 FEET WNW OF THE NW CORNER OF THE NORTH WING
 CP2619'OF THE CHURCH, 37.4 FEET NORTH OF THE WEST (BRICK) WING OF THE
 CP2619'CHURCH, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 9
 CP2619'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE WOODEN
 CP2619'PORTION OF THE CHURCH.  THE UNDERGROUND MARK IS MARKED WITH A
 CP2619'STANDARD DISK, STAMPED BETHEL 1945, 24 INCHES BELOW THE
 CP2619'SURFACE OF THE GROUND.
 CP2619'
 CP2619'R.M. NO. 1 IS 74.11 FEET EAST OF THE STATION, 1 FOOT WEST OF THE
 CP2619'NE CORNER OF THE NORTH WING OF THE CHURCH, 64 FEET SOUTH OF THE
 CP2619'CENTERLINE OF THE E-W ROAD NORTH OF THE CHURCH YARD, 108 FEET
 CP2619'WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH.
 CP2619'IT IS A STANDARD DISK, STAMPED BETHEL NO 1 1945, FLUSH WITH
 CP2619'GROUND.
 CP2619'
 CP2619'R.M. NO. 2 IS 82.90 FEET SSW OF THE STATION, 115 FEET SOUTH OF
 CP2619'THE CENTER LINE OF THE E-W ROAD, 37.8 FEET SSW OF THE NW CORNER
 CP2619'OF THE WEST (BRICK) WING OF THE CHURCH, 10 FEET WEST OF THE WEST
 CP2619'(BRICK) WING OF THE CHURCH, AND 41.7 FEET EAST OF A N-S FENCE.
 CP2619'IT IS NOT VISIBLE AT GROUND LEVEL FROM THE STATION.  IT IS MARKED
 CP2619'WITH A STANDARD DISK, STAMPED BETHEL NO 2 1945, FLUSH WITH
 CP2619'GROUND.
 CP2619'
 CP2619'THE AZIMUTH MARK WAS NOT VISITED.
 CP2619'
 CP2619'BECAUSE OF CONSTRUCTION BEING CARRIED ON AT THE CHURCH, IT IS
 CP2619'PROBABLE THAT THE REFERENCE MARKS MAY BE DESTROYED OR COVERED
 CP2619'BY BUILDINGS IN THE FUTURE.
 CP2619'
 CP2619'TO REACH THE STATION FROM THE MEMORIAL MONUMENT AT BRANDON GO
 CP2619'WEST ALONG U.S. HIGHWAY 80 0.15 MILE TO A JUNCTION WITH STATE
 CP2619'HIGHWAY 468 AND A WATER TANK AT THE NW ANGLE OF THE INTERSECTION,
 CP2619'TURN LEFT AND GO SOUTH ALONG STATE HIGHWAY 468 0.85 MILE, TURN
 CP2619'RIGHT (WEST) AND CONTINUE SOUTHWESTERLY 3.0 MILES TO A Y ROAD
 CP2619'AND SIGN BETHEL CHURCH, TURN LEFT AND CONTINUE ABOUT 0.1 MILE
 CP2619'TO CHURCH AND STATION ON THE RIGHT.
 CP2619
 CP2619                          STATION RECOVERY (1963)
 CP2619
 CP2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 CP2619'THE STATION WAS VISITED 11-22-63 AND THE STATION UNDERGROUND
 CP2619'MARK, REFERENCE MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 CP2619'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 CP2619'MARK ARE NOW OBSTRUCTED FROM THE STATION BY ADDITION BUILT
 CP2619'TO THE BETHAL CHURCH.  THE SURFACE MARK FOR THE STATION WAS FOUND
 CP2619'UPROOTED.  A NEW STATION SURFACE MARK WAS SET (PLUMB BOB)
 CP2619'METHOD OVER THE UNDERGROUND MARK WHICH WAS FOUND IN GOOD
 CP2619'CONDITION.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 CP2619'A NEW DESCRIPTION FOLLOWS--
 CP2619'
 CP2619'THE STATION IS LOCATED 4 MILES SSW OF BRANDEN, NEAR THE NORTHWEST
 CP2619'CORNER OF THE CHURCH YARD OF THE BETHAL BAPTIST CHURCH, AT THE
 CP2619'POINT WHERE STATE HIGHWAY 448 TURNS WEST AND JUNCTIONS WITH
 CP2619'A GRAVELED ROAD LEADING SOUTH, ACROSS THE HIGHWAY AND SOUTH
 CP2619'OF THE CEMETERY.  IT IS 48 FEET NW OF THE NW WING OF THE CHURCH,
 CP2619'43 FEET S. OF THE CENTER OF THE HIGHWAY, 54 FEET N OF THE NW
 CP2619'CORNER OF THE WEST WING OF THE CHURCH, 164 FEET WSW OF THE
 CP2619'JUNCTION OF THE ROADS, 9 FEET W. OF THE PROJECTED PLANE OF THE
 CP2619'WEST WALL OF THE CH8RCH, 4 FEET W. OF THE PROJECTED PLANE
 CP2619'OF THE E. WALL OF THE BRICK PORTION OF THE CHURCH.  IT IS
 CP2619'A STANDARD DISK, STAMPED BETHEL 1945 1964 AND IS FLUSH WITH
 CP2619'THE GROUND.
 CP2619'
 CP2619'REFERENCE MARK NO. 1 OS 74.11 FEET EAST OF THE STATION, 1 FOOT
 CP2619'WEST OF THE NE CORNER OF THE NORTH WING OF THE CHURCH, 64
 CP2619'FEET S. OF THE CENTER OF THE ROAD, 108 FEET W. OF THE CENTER
 CP2619'OF THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED BETHEL NO
 CP2619'1 1945, FLUSH WITH THE GROUND
 CP2619'
 CP2619'REFERENCE MARK NO. 2 IS 82.90 FEET SSW OF THE STATION, 115
 CP2619'FEET S. OF THE CENTER OF THE E*W RAOD, 37.8 FEET SSW OF THE
 CP2619'NW CORNER OF THE WEST WING OF THE BUILDING, AND 41.7 FEET
 CP2619'EAST OF A N0RTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 CP2619'BETHEL NO 2 1945, FLUSH WITH THE GROUND.
 CP2619'
 CP2619'REFERENCE MARK NO. 3 IS 1 FOOT NW OF THE NORTHWEST CORNER OF THE
 CP2619'WEST BRICK WING OF THE CHURCH, 78 FEET SOUTH OF THE CENTER OF
 CP2619'THE ROAD.  IT IS A STANDARD DISK, STAMPED BETHEL NO 3 1945 1964,
 CP2619'FLUSH WITH THE GROUND.
 CP2619'
 CP2619'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 17 FEET
 CP2619'SW OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET WEST OF A FENCE
 CP2619'LINE AND ROW OF CEDAR TREES, 55.5 FEET WEST OF THE NORTHWEST
 CP2619'CORNER OF THE BARN, 118 FEET NW OF A FENCE CORNER AND 1 FOOT
 CP2619'NE OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CP2619'BETHEL 1945, PROJECTING 5 INCHES.
 CP2619'
 CP2619'TO REACH THE STATION FROM THE MEMORIAL MONUMENT IN BRANDAN,
 CP2619'GO WEST ON U.S. HIGHWAY 80 FOR 0.15 MILE TO THE JUNCTION WITH
 CP2619'STATE HIGHWAY 468, AND A WATER TANK IN THE NORTHWEST ANGLE OF
 CP2619'THE INTERSECTION.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 468
 CP2619'FOR 0.85 MILES TO A FORK, TURN RIGHT AND GO SOUTHWEST FOR 3.1
 CP2619'MILES TO BETHEL BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 CP2619'
 CP2619'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 CP2619'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 CP2619
 CP2619                          STATION RECOVERY (1977)
 CP2619
 CP2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 CP2619'THE STATION IS LOCATED 4 MILES SSW OF BRANDON, NEAR THE NORTHWEST
 CP2619'CORNER OF THE CHURCH YARD OF THE BETHEL BAPTIST CHURCH, AT THE POINT
 CP2619'WHERE STATE HIGHWAY 448 TURNS WEST AND THE JUNCTION WITH A GRAVELED
 CP2619'ROAD LEADING SOUTH, ACROSS THE HIGHWAY AND SOUTH OF THE CEMETARY.
 CP2619'IT IS 45.2 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  62.6
 CP2619'FEET WEST-SOUTHWEST OF A STEEL POST SUPPORTING THE CHURCH SIGN.  37.2
 CP2619'FEET NORTH OF THE NORTHEAST CORNER OF THE WEST WING OF THE CHURCH.
 CP2619'45.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE WEST WING OF
 CP2619'THE CHURCH.  AND 7.3 FEET EAST OF A SMALL SAPLING.
 CP2619'
 CP2619'REFERENCE MARK NO. 1 IS 74.11 FEET EAST OF THE STATION.  34.6 FEET
 CP2619'SOUTH-SOUTHEAST OF THE CHURCH SIGN POST.  43.9 FEET NORTH-NORTHWEST
 CP2619'OF THE NORTHEAST CORNER OF THE MAIN SECTION OF THE CHURCH.  AND 58.3
 CP2619'FEET NORTHWEST OF THE CORNER OF THE TWO SIDEWALKS.  IT IS A STANDARD
 CP2619'DISK STAMPED BETHEL NO. 1.
 CP2619'
 CP2619'REFERENCE MARK NO. 3 IS 35.80 FEET SOUTH OF THE STATION.  AND 1 FOOT
 CP2619'NORTHWEST OF THE NORTHEAST CORNER OF THE WEST WING OF THE CHURCH.
 CP2619'IT IS A STANDARD DISK STAMPED BETHEL NO. 3 1945 1964.
 CP2619'
 CP2619'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  17 FEET
 CP2619'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD.  1.5 FEET WEST OF A FENCE
 CP2619'LINE AND ROW OF CEDAR TREES.  55.5 FEET WEST OF THE NORTHWEST
 CP2619'CORNER OF THE BARN.  118 FEET NORTHWEST OF A FENCE CORNER AND 1
 CP2619'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CP2619'STAMPED BETHEL 1945 AND PROJECTS 5 INCHES ABOVE THE GROUND.
 CP2619'
 CP2619'TO REACH THE STATION FROM THE MEMORIAL MONUMENT IN BRANDON, GO WEST
 CP2619'ON U. S. HIGHWAY 80 FOR 0.15 MILES TO THE JUNCTION WITH STATE
 CP2619'HIGHWAY 468, AND A WATER TANK IN THE NORTHWEST ANGLE OF THE
 CP2619'INTERSECTION.  TURN LEFT AND GO SOUTHWEST FOR 3.1 MILES TO THE
 CP2619'BETHEL BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 CP2619'
 CP2619'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 CP2619'ROAD FOR 0.25 MILES TO THE MARK ON THE RIGHT.
 CP2619
 CP2619                          STATION RECOVERY (1978)
 CP2619
 CP2619'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2619'THE STATION WAS VISITED 3-22-78 AND THE STATION MARK, RM NO 1, RM NO
 CP2619'2, RM NO 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  AS
 CP2619'STATED IN THE 1963 RECOVERY RM NO 2 AND THE AZIMUTH MARK ARE
 CP2619'OBSTRUCTED FROM THE STATION BY THE CHURCH.
 CP2619'
 CP2619'THE STATION IS LOCATED 3.5 MILES SOUTHWEST OF BRANDON ON THE NORTH
 CP2619'LAWN OF THE BETHEL BAPTIST CHURCH ACROSS THE OLD HIGHWAY FROM A
 CP2619'CEMETERY, 3.5 MILES EAST OF THE STATE HOSPITAL AT WHITFIELD, 0.25
 CP2619'MILE SOUTH OF STATE HIGHWAY 468 NEAR THE CENTER OF THE NORTH SIDE
 CP2619'OF SECTION 5, T 4N, R 3E.  IT IS 264 FEET WEST OF THE CENTER OF A
 CP2619'BLACK TOP ROAD, 98.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 CP2619'CHURCH AUDITORIUM, 46 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 CP2619'THE WEST WING OF THE CHURCH, 44 FEET SOUTH OF THE CENTER OF THE
 CP2619'OLD HIGHWAY, 47.5 FEET NORTH OF THE NORTHEAST CORNER OF THE WEST
 CP2619'WING, 3.5 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF
 CP2619'THE WEST WING AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD
 CP2619'HIGHWAY.  IT IS A TRIANGULATION DISK, STAMPED BETHEL
 CP2619'1945 1963 AND IS ABOUT 1 INCH BELOW THE GROUND.
 CP2619'
 CP2619'REFERENCE MARK NO 1 IS 74.11 FEET EAST OF THE STATION.  IT IS 191
 CP2619'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 64 FEET SOUTH OF THE
 CP2619'CENTER OF THE OLD HIGHWAY, 44 FEET NORTH OF THE NORTHEAST CORNER OF
 CP2619'THE CHURCH AUDITORIUM, 32.5 FEET SOUTHWEST OF A 15 INCH ASH, 30
 CP2619'FEET WEST NORTHWEST OF THE NORTH ONE OF TWO LARGE OAKS AND IS
 CP2619'ABOUT 1 INCH BELOW THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2619'BETHEL NO 1 1945.
 CP2619'
 CP2619'REFERENCE MARK NO 2 IS 82.90 FEET SOUTH-SOUTHWEST OF THE STATION.
 CP2619'IT IS 115 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, 37.8 FEET
 CP2619'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE WEST WING, 14 FEET
 CP2619'SOUTHEAST OF AN 18 INCH OAK, 10 FEET WEST OF THE WEST WALL OF THE
 CP2619'WEST WING, 4.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK AND
 CP2619'IS ABOUT 1 INCH BELOW THE GROUND.  IT IS A REFERENCE MARK DISK,
 CP2619'STAMPED BETHEL NO 2 1945.
 CP2619'
 CP2619'REFERENCE MARK NO 3 IS 35.80 SOUTH OF THE STATION.  IT IS 80 FEET
 CP2619'SOUTH OF THE CENTER OF THE OLD HIGHWAY, 1.7 FEET NORTHWEST OF THE
 CP2619'NORTHEAST CORNER OF THE WEST WING AND IS FLUSH WITH THE GROUND.  IT
 CP2619'IS A REFERENCE MARK DISK STAMPED BETHEL NO 3 1945 1963.
 CP2619'
 CP2619'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 64 FEET
 CP2619'WEST OF THE NORTHWEST CORNER OF A BARN, 55 FEET NORTH OF A POWER
 CP2619'POLE WITH A GUY WIRE, 34 FEET SOUTH OF A RIGHT OF WAY MARKER, 29
 CP2619'FEET WEST-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 3 FEET EAST
 CP2619'OF A RIGHT OF WAY FENCE, 1.5 FEET WEST OF A ROW OF CEDARS AND
 CP2619'PROJECTS 5 INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED BETHEL
 CP2619'1945.
 CP2619'
 CP2619'TO REACH THE STATION FROM THE COURTHOUSE IN BRANDON GO WEST ON
 CP2619'HIGHWAY 80 (GOVERNMENT STREET) FOR 0.15 MILE TO THE JUNCTION OF STATE
 CP2619'HIGHWAY 468.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 468 (S.
 CP2619'COLLEGE STREET) FOR 0.85 MILE TO A FORK.  TAKE THE RIGHT
 CP2619'FORK AND GO SOUTHWEST ON STATE HIGHWAY 468 (WHITFIELD ROAD) FOR 2.85
 CP2619'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A BLACK TOP
 CP2619'ROAD FOR 0.25 MILE TO THE CHURCH AND THE STATION ON THE RIGHT.
 CP2619'TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON A BLACK TOP ROAD FOR
 CP2619'0.25 MILE TO THE MARK ON THE RIGHT.
 CP2619'
 CP2619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 CP2619'SOUTHWEST OF BRANDON.
 CP2619
 CP2619                          STATION RECOVERY (1980)
 CP2619
 CP2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 CP2619'STATION, RMS AND AZIMUTH MARK RECOVERED AS DESCRIBED IN 1977 IN GOOD
 CP2619'CONDITION.
 CP2619'
 CP2619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 CP2619'BRANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2505 ***********************************************************************
 BH2505  DESIGNATION -  BETHEL
 BH2505  PID         -  BH2505
 BH2505  STATE/COUNTY-  MS/HARRISON
 BH2505  USGS QUAD   -  BEATRICE (1982)
 BH2505
 BH2505                         *CURRENT SURVEY CONTROL
 BH2505  ___________________________________________________________________
 BH2505* NAD 83(1993)-  30 37 55.14355(N)    088 58 30.82149(W)     ADJUSTED  
 BH2505* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BH2505  ___________________________________________________________________
 BH2505  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2505  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH2505  HORZ ORDER  -  SECOND
 BH2505
 BH2505.The horizontal coordinates were established by classical geodetic methods
 BH2505.and adjusted by the National Geodetic Survey in May 1994.
 BH2505
 BH2505.The orthometric height was scaled from a topographic map.
 BH2505
 BH2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2505
 BH2505.The geoid height was determined by GEOID03.
 BH2505
 BH2505;                    North         East     Units Scale Factor Converg.
 BH2505;SPC MS E     -   125,486.815   286,397.347   MT  0.99995228   -0 04 20.3
 BH2505;SPC MS E     -   411,701.33    939,621.96   sFT  0.99995228   -0 04 20.3
 BH2505;UTM  16      - 3,390,480.739   310,694.312   MT  1.00004210   -1 00 24.2
 BH2505
 BH2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2505!SPC MS E     -   0.99999853  x   0.99995228  =   0.99995081
 BH2505!UTM  16      -   0.99999853  x   1.00004210  =   1.00004063
 BH2505
 BH2505|---------------------------------------------------------------------|
 BH2505| PID    Reference Object                     Distance      Geod. Az  |
 BH2505|                                                           dddmmss.s |
 BH2505| DD7554 BETHEL RM 3                          26.178 METERS 01659     |
 BH2505| DD7552 BETHEL RM 1                          25.910 METERS 02033     |
 BH2505| AI4168 BETHEL 2 RM 6                                      0740829.5 |
 BH2505| BH2500 CURVE                               APPROX. 5.7 KM 1364337.4 |
 BH2505| DD7553 BETHEL RM 2                          29.755 METERS 22359     |
 BH2505| BH2507 BETHEL 2                             44.349 METERS 25454     |
 BH2505| DD7551 BETHEL AZ MK                                       2743845.7 |
 BH2505|---------------------------------------------------------------------|
 BH2505
 BH2505                          SUPERSEDED SURVEY CONTROL
 BH2505
 BH2505  NAD 83(1993)-  30 37 55.16152(N)    088 58 30.81457(W) AD(       ) 2
 BH2505  NAD 83(1986)-  30 37 55.16257(N)    088 58 30.81513(W) AD(       ) 2
 BH2505  NAD 27      -  30 37 54.46000(N)    088 58 30.68600(W) AD(       ) 2
 BH2505
 BH2505.Superseded values are not recommended for survey control.
 BH2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2505.See file dsdata.txt to determine how the superseded data were derived.
 BH2505
 BH2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1069490481(NAD 83)
 BH2505_MARKER: DS = TRIANGULATION STATION DISK
 BH2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2505
 BH2505  HISTORY     - Date     Condition        Report By
 BH2505  HISTORY     - 1943     MONUMENTED       CGS
 BH2505  HISTORY     - 1959     GOOD             CGS
 BH2505  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BH2505
 BH2505                          STATION DESCRIPTION
 BH2505
 BH2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2505'STATION IS LOCATED AT THE OLD BETHEL CHURCH CROSSROADS, ABOUT 9.75
 BH2505'MILES E OF THE VILLAGE OF SAUCIER, 5.3 FEET N OF A STANDARD
 BH2505'REFERENCE POST, 15.1 FEET NE OF A TRIANGULAR BLAZE ON A 10-INCH PINE
 BH2505'TREE.  THE DISK IS STAMPED BETHEL 1943.
 BH2505'
 BH2505'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2505'SET IN CONCRETE.
 BH2505'
 BH2505'REFERENCE MARK NO. 1 IS 85.01 FEET NNE OF THE STATION, 22.0 FEET N OF
 BH2505'THE CENTER LINE OF THE ROAD, 4.0 FEET S OF AN E-W FENCE LINE.  THE
 BH2505'DISK IS STAMPED BETHEL NO. 1, 1943.
 BH2505'
 BH2505'REFERENCE MARK NO. 2 IS 97.61 FEET SW OF THE STATION, 29.0 FEET W OF
 BH2505'THE CENTER OF THE ROAD.  THE DISK IS STAMPED BETHEL NO. 2 1943.
 BH2505'
 BH2505'AZIMUTH MARK IS ABOUT 0.8 MILE W OF THE STATION, 3.5 FEET S OF THE
 BH2505'FENCE, 6.2 FEET SW OF A STANDARD REFERENCE POST, 19.5 FEET N OF THE
 BH2505'CENTER OF THE ROAD, 12.0 FEET NW OF THE CENTER OF THE N SIDE OF THE
 BH2505'CULVERT.  THE DISK IS STAMPED BETHEL 1943.
 BH2505'
 BH2505'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE
 BH2505'ROUTE 55 IN THE VILLAGE OF SAUCIER, GO E ON STATE ROUTE 55 FOR 5.3
 BH2505'MILES TO WHERE ROUTE 55 TURNS RIGHT.  CONTINUE STRAIGHT AHEAD 4.7
 BH2505'MILES TO AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD, CONTINUE
 BH2505'STRAIGHT AHEAD 0.8 MILE TO T-ROAD RIGHT AND STATION ON THE SE CORNER
 BH2505'THEREOF.
 BH2505'
 BH2505'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH2505
 BH2505                          STATION RECOVERY (1959)
 BH2505
 BH2505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2505'THE STATION WAS VISITED 7-20-59 AND THE STATION MARK, REFERENCE MARK
 BH2505'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2505'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND LYING ON THE TOP OF THE
 BH2505'GROUND.  THE DISK WAS RESTAMPED R.M.  NO. 3 AND USED AS R.M. NO. 3
 BH2505'FOR THE STATION.  NEW DISTANCE AND DIRECTIONS WERE TAKEN TO THE MARK.
 BH2505'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.  A NEW DESCRIPTION
 BH2505'FOLLOWS-
 BH2505'
 BH2505'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF SAUCIER AT THE OLD
 BH2505'BETHEL CHURCH CROSSROAD, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 BH2505'A BLACK TOP ROAD AND A GRAVELED ROAD LEADING SOUTH.  IT IS 59 FEET
 BH2505'EAST OF THE CENTER OF THE GRAVELED ROAD, 48 FEET SOUTH OF THE
 BH2505'CENTER OF THE EAST-WEST BLACK TOP ROAD, 81 FEET SOUTHEAST OF THE
 BH2505'INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 14.2 FEET
 BH2505'EAST OF AN 18-INCH PINE TREE, 82 FEET SOUTH-SOUTHEAST OF THE EAST OF
 BH2505'THE EAST END OF A METAL GATE NORTH OF THE ROAD, AND 1 FOOT
 BH2505'SOUTHEAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BH2505'STANDARD DISK, STAMPED BETHEL 1943, PROJECTING 6 INCHES.
 BH2505'
 BH2505'REFERENCE MARK NO. 2 IS 97.61 FEET SOUTHWEST OF THE STATION IN THE
 BH2505'SOUTHWEST ANGLE OF THE INTERSECTION, 113 FEET SOUTH OF THE CENTER
 BH2505'OF THE BLACK TOP ROAD, 28 FEET WEST OF THE CENTER OF THE GRAVELED
 BH2505'ROAD, AND 92 FEET SOUTH/SOUTHWEST OF POWERPOLE V191/63.  IT IS A
 BH2505'STANDARD DISK, STAMPED BETHEL NO 2 1943, PROJECTING 6 INCHES.
 BH2505'
 BH2505'REFERENCE MARK NO. 3 IS 85.87 FEET NORTH-NORTHEAST OF THE STATION, 29
 BH2505'FEET NORTH OF THE CENTER OF THE EAST-WEST BLACK TOP ROAD, 100 FEET
 BH2505'EAST OF THE PROJECTED CENTERLINE OF THE GRAVELED ROAD LEADING SOUTH,
 BH2505'1 FOOT SOUTH OF A FENCE LINE AND 59 FEET EAST OF THE EAST END OF A
 BH2505'METAL GATE.  IT IS A STANDARD DISK, STAMPED BETHEL NO 3 1943,
 BH2505'PROJECTING 6 INCHES.
 BH2505'
 BH2505'THE AZIMUTH MARK IS 0.75 MILE WEST OF THE STATION AT A BOX CULVERT,
 BH2505'ABOUT 90 PACES WEST OF A SMALL WOODEN BRIDGE, 19 FEET NORTH OF
 BH2505'THE CENTERLINE OF THE ROAD, 8 FEET NORTHWEST OF THE NORTHWEST WING OF
 BH2505'A CONCRETE CULVERT, 4 FEET SOUTH OF A FENCE LINE, AND 1 FOOT NORTH
 BH2505'OF A METAL WITNESS POST.  IT IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 BH2505'ROAD.  IT IS A STANDARD DISK, STAMPED BETHEL 1943, PROJECTING
 BH2505'6 INCHES.
 BH2505'
 BH2505'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND
 BH2505'U.S. HIGHWAY 49, AT SAUCIER, GO EAST ON STATE HIGHWAY 55 FOR 5.0
 BH2505'MILES TO A CROSSROAD WHERE STATE HIGHWAY 55 TURNS RIGHT, KEEP
 BH2505'STRAIGHT AHEAD ON BLACK TOP ROAD FOR 4.55 MILES TO THE AZIMUTH MARK
 BH2505'ON THE LEFT.  CONTINUE EAST FOR 0.75 MILE TO A T ROAD RIGHT AND THE
 BH2505'STATION IN THE SOUTHEAST ANGLE.
 BH2505
 BH2505                          STATION RECOVERY (1972)
 BH2505
 BH2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2505'THE STATION WAS VISITED 9-6-72 AND THE STATION, REFERENCE MARKS NOS 2
 BH2505'AND 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BH2505'MEASUREMENTS AND THE ANGLES TO THE MARKS CHECKED SATISFACTORILY.  AT
 BH2505'THIS DATE THE AZIMUTH MARK AND REFERENCE MARKS AND THE STATION
 BH2505'MARK WERE REQUESTED MOVED.  THIS WAS DONE BY ESTABLISHING A NEW
 BH2505'STATION MARK BETHEL 2 1972 44.329 METERS WEST OF THE STATION.  A
 BH2505'NEW AZIMUTH MARK WAS ESTABLISHED AND REFERENCE MARK NO. 4 AND 5 WERE
 BH2505'ESTABLISHED.  THERE IS A CHANCE THAT THE UNDERGROUND DISK FOR
 BH2505'THE STATION WILL NOT BE DESTROYED.  THE COMPLETE STATION WAS LEFT
 BH2505'INTACT.  REFERENCE MARK NO. 2 AND NO. 3 WERE DESTROYED AT THIS DATE
 BH2505'AND DISK RECLAIMED.  THE AZIMUTH MARK WAS DESTROYED AND THE DISK
 BH2505'RECLAIMED.  SHOULD THE STATION MARK BE SAVED DURING CONSTRUCTION IT
 BH2505'WOULD BE 56 FEET SOUTH OF THE BLACK TOP ROAD BEING CONSTRUCTED,
 BH2505'54 FEET EAST OF THE CENTER OF THE ROAD LEADING SOUTH AND 1 FOOT
 BH2505'SOUTHEAST OF A METAL WITNESS POST.
 BH2505'
 BH2505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9.7 MILE EAST OF
 BH2505'SAUCIER
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1509 ***********************************************************************
 EG1509  DESIGNATION -  BETHEL
 EG1509  PID         -  EG1509
 EG1509  STATE/COUNTY-  MS/PRENTISS
 EG1509  USGS QUAD   -  PADEN SE (1992)
 EG1509
 EG1509                         *CURRENT SURVEY CONTROL
 EG1509  ___________________________________________________________________
 EG1509* NAD 83(1993)-  34 34 26.61716(N)    088 19 50.90019(W)     ADJUSTED  
 EG1509* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 EG1509  ___________________________________________________________________
 EG1509  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EG1509  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG1509  HORZ ORDER  -  THIRD
 EG1509
 EG1509.The horizontal coordinates were established by classical geodetic methods
 EG1509.and adjusted by the National Geodetic Survey in May 1994.
 EG1509
 EG1509.The orthometric height was scaled from a topographic map.
 EG1509
 EG1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1509
 EG1509.The geoid height was determined by GEOID03.
 EG1509
 EG1509;                    North         East     Units Scale Factor Converg.
 EG1509;SPC MS E     -   562,737.906   346,109.191   MT  0.99997620   +0 17 06.6
 EG1509;SPC MS E     - 1,846,249.28  1,135,526.57   sFT  0.99997620   +0 17 06.6
 EG1509;UTM  16      - 3,826,614.183   377,931.929   MT  0.99978366   -0 45 19.0
 EG1509
 EG1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1509!SPC MS E     -   0.99998295  x   0.99997620  =   0.99995915
 EG1509!UTM  16      -   0.99998295  x   0.99978366  =   0.99976661
 EG1509
 EG1509|---------------------------------------------------------------------|
 EG1509| PID    Reference Object                     Distance      Geod. Az  |
 EG1509|                                                           dddmmss.s |
 EG1509| CG3243 BETHEL RM 2                          22.363 METERS 09217     |
 EG1509| EG1510 NEW SITE                            APPROX. 8.1 KM 2620426.1 |
 EG1509| CG3242 BETHEL RM 1                          28.092 METERS 35002     |
 EG1509|---------------------------------------------------------------------|
 EG1509
 EG1509                          SUPERSEDED SURVEY CONTROL
 EG1509
 EG1509  NAD 83(1993)-  34 34 26.62052(N)    088 19 50.90057(W) AD(       ) 3
 EG1509  NAD 83(1986)-  34 34 26.62635(N)    088 19 50.89913(W) AD(       ) 3
 EG1509  NAD 27      -  34 34 26.27900(N)    088 19 50.72900(W) AD(       ) 3
 EG1509
 EG1509.Superseded values are not recommended for survey control.
 EG1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1509.See file dsdata.txt to determine how the superseded data were derived.
 EG1509
 EG1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7793226614(NAD 83)
 EG1509_MARKER: DS = TRIANGULATION STATION DISK
 EG1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1509
 EG1509  HISTORY     - Date     Condition        Report By
 EG1509  HISTORY     - 1950     MONUMENTED       CGS
 EG1509  HISTORY     - 1962     GOOD             MSHD
 EG1509
 EG1509                          STATION DESCRIPTION
 EG1509
 EG1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1509'STATION IS ABOUT 6 MILES WEST OF DENNIS, 57 FEET SOUTHWEST OF THE
 EG1509'SOUTHWEST CORNER OF A
 EG1509'SCHOOL BUILDING, AND 37 FEET NORTH OF THE APPROXIMATE
 EG1509'CENTER OF A GRAVEL ROAD.
 EG1509'
 EG1509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 25 IN
 EG1509'THE VILLAGE OF
 EG1509'DENNIS, GO WEST ON HIGHWAY 4 (GRAVEL) FOR 5.0 MILES TO A
 EG1509'FORK, BEAR LEFT AND CONTINUE
 EG1509'NORTH 1.6 MILES TO A FORK, BEAR RIGHT,
 EG1509'CONTINUE NORTH 1.0 MILE TO A FORK, CONTINUE
 EG1509'STRAIGHT AHEAD, NORTH,
 EG1509'0.35 MILE TO A FORK AND A CHURCH, BEAR LEFT, GO NORTH 0.25
 EG1509'MILE TO THE STATION.
 EG1509'
 EG1509'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EG1509'
 EG1509'REFERENCE MARK NO.  1 IS 62 FEET WEST OF THE NORTHWEST CORNER OF THE
 EG1509'SCHOOL BUILDING.
 EG1509'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 EG1509'BETHEL NO 1 1950.
 EG1509'
 EG1509'REFERENCE MARK NO. 2 IS 49 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 EG1509'THE SCHOOL BUILDING,
 EG1509'AND 37 FEET NORTH OF THE APPROXIMATE CENTER OF A
 EG1509'ROAD FORK.  THE MARK PROJECTS 3
 EG1509'INCHES AND THE DISK IS STAMPED BETHEL
 EG1509'NO 2 1950.
 EG1509'
 EG1509'ALL MARKS ARE STANDARD DISKS SET INT HE TOPS OF 12-INCH CONCRETE
 EG1509'CYLINDERS.
 EG1509'
 EG1509'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1509
 EG1509                          STATION RECOVERY (1962)
 EG1509
 EG1509'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1509'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EG1509'
 EG1509'THE 1950 DESCRIPTION IS ADEQUATE.
 EG1509'
 EG1509'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE INTERSECTION
 EG1509'OF STATE HIGHWAY
 EG1509'25 AND 4 IN THE VILLAGE OF DENNIS, GO WEST ON
 EG1509'HIGHWAY 4 FOR 5.3 MILES TO A GRAVEL
 EG1509'ROAD ON THE RIGHT, TURN RIGHT,
 EG1509'NORTH AND GO 0.15 MILE TO A FORK, TAKE THE LEFT FORK
 EG1509'AND GO 0.7 MILE
 EG1509'TO A FORK, TAKE THE LEFT FORK AND GO 0.05 MILE BEARING LEFT, (DOWN
 EG1509'HILL), CONTINUE
 EG1509'1.6 MILES TO A ROAD FORK, TURN RIGHT AND GO 1.0 MILE
 EG1509'TO A FORK, A CHURCH, TURN LEFT AND
 EG1509'GO 0.25 MILE TO A SCHOOL HOUSE ON
 EG1509'THE LEFT AND THE STATION.  A METAL WITNESS POST WAS
 EG1509'SET 1.0 FOOT
 EG1509'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2507 ***********************************************************************
 BH2507  DESIGNATION -  BETHEL 2
 BH2507  PID         -  BH2507
 BH2507  STATE/COUNTY-  MS/HARRISON
 BH2507  USGS QUAD   -  BEATRICE (1982)
 BH2507
 BH2507                         *CURRENT SURVEY CONTROL
 BH2507  ___________________________________________________________________
 BH2507* NAD 83(1993)-  30 37 54.76845(N)    088 58 32.42938(W)     NO CHECK  
 BH2507* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BH2507  ___________________________________________________________________
 BH2507  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BH2507  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH2507  HORZ ORDER  -  THIRD
 BH2507
 BH2507.The horizontal coordinates were established by classical geodetic methods
 BH2507.and adjusted by the National Geodetic Survey in May 1994.
 BH2507.No horizontal observational check was made to the station.
 BH2507
 BH2507.The orthometric height was scaled from a topographic map.
 BH2507
 BH2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2507
 BH2507.The geoid height was determined by GEOID03.
 BH2507
 BH2507;                    North         East     Units Scale Factor Converg.
 BH2507;SPC MS E     -   125,475.319   286,354.516   MT  0.99995230   -0 04 21.1
 BH2507;SPC MS E     -   411,663.61    939,481.44   sFT  0.99995230   -0 04 21.1
 BH2507;UTM  16      - 3,390,469.942   310,651.295   MT  1.00004230   -1 00 25.0
 BH2507
 BH2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2507!SPC MS E     -   0.99999853  x   0.99995230  =   0.99995083
 BH2507!UTM  16      -   0.99999853  x   1.00004230  =   1.00004083
 BH2507
 BH2507:                Primary Azimuth Mark                     Grid Az
 BH2507:SPC MS E     -  BETHEL 2 RM 6                            074 16 13.6
 BH2507:UTM  16      -  BETHEL 2 RM 6                            075 12 17.5
 BH2507
 BH2507|---------------------------------------------------------------------|
 BH2507| PID    Reference Object                     Distance      Geod. Az  |
 BH2507|                                                           dddmmss.s |
 BH2507| AI4168 BETHEL 2 RM 6                                      0741152.5 |
 BH2507| BH2505 BETHEL                               44.349 METERS 07454     |
 BH2507| DD7555 BETHEL 2 RM 4                        54.968 METERS 10404     |
 BH2507| DD7553 BETHEL RM 2                          24.250 METERS 11358     |
 BH2507| DD7556 BETHEL 2 RM 5                        27.707 METERS 19106     |
 BH2507|---------------------------------------------------------------------|
 BH2507
 BH2507                          SUPERSEDED SURVEY CONTROL
 BH2507
 BH2507  NAD 83(1993)-  30 37 54.78642(N)    088 58 32.42246(W) AD(       ) 3
 BH2507  NAD 83(1986)-  30 37 54.78747(N)    088 58 32.42300(W) AD(       ) 3
 BH2507  NAD 27      -  30 37 54.08491(N)    088 58 32.29385(W) AD(       ) 3
 BH2507
 BH2507.Superseded values are not recommended for survey control.
 BH2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2507.See file dsdata.txt to determine how the superseded data were derived.
 BH2507
 BH2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1065190470(NAD 83)
 BH2507_MARKER: DS = TRIANGULATION STATION DISK
 BH2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2507
 BH2507  HISTORY     - Date     Condition        Report By
 BH2507  HISTORY     - 1972     MONUMENTED       NGS
 BH2507
 BH2507                          STATION DESCRIPTION
 BH2507
 BH2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2507'THE STATION IS LOCATED 10.6 MILES BY ROAD EAST OF SAUCIER, IN THE
 BH2507'SOUTHWEST ANGLE OF
 BH2507'A T ROAD INTERSECTION, IN THE NORTHEAST 1/4 OF SEC. 10,
 BH2507'T 55, R 10 W, 86 FEET SOUTH OF THE
 BH2507'CENTER OF BETHEL ROAD, 90 FEET WEST
 BH2507'OF THE CENTER OF A GRAVELED ROAD, 38 FEET SOUTHWEST
 BH2507'OF A POWER POLE, 12
 BH2507'FEET SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE TREE, 10.5 FEET
 BH2507'NORTH EAST OF A
 BH2507'TRIANGLAR BLAZED 12-INCH PINE TREE AND 1 FOOT SOUTH OF A METAL
 BH2507'WITNESS POST.  IT IS A
 BH2507'NATIONAL GEODETIC SURVEY TRIANGULATION DISK, STAMPED
 BH2507'BETHEL 2 1972, PROJECTING 6 INCHES.
 BH2507'
 BH2507'REFERENCE MARK NO. 4 IS 180.34 FEET EASTSOUTHEAST OF THE STATION
 BH2507'IN THE SOUTHEAST
 BH2507'ANGLE OF THE T INTERSECTION.  IT IS 68 FEET EAST OF THE
 BH2507'CENTER OF THE ROAD LEADING SOUTH,
 BH2507'140 FEET SOUTH OF THE CENTERLINE OF
 BH2507'BETHEL ROAD, 20 FEET WEST-SOUTHWEST OF A TRIANGULAR
 BH2507'BLAZED 12-INCH PINE TREE
 BH2507'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BH2507'DISK STAMPED BETHEL
 BH2507'2 NO 4 1972, PROJECTING 4 INCHES.
 BH2507'
 BH2507'REFERENCE MARK NO. 5 IS 90.90 FEET WEST OF THE STATION IN THE
 BH2507'SOUTHWEST ANGLE OF
 BH2507'THE T INTERSECTION.  IT IS 170 FEET SOUTH OF THE CENTER OF
 BH2507'BETHEL ROAD, 28 FEET WEST
 BH2507'OF THE CENTER OF A TRACK ROAD, 132 FEET WEST OF
 BH2507'THE CENTER OF THE ROAD LEADING SOUTH, 1 FOOT
 BH2507'SOUTH OF A METAL WITNESS POST
 BH2507'AND 14 FEET EAST OF AN OLD WOOD S ROAD.  IT IS A REFERENCE MARK
 BH2507'DISK STAMPED
 BH2507'BETHEL 2 NO 5 1972, PROJECTING 4 INCHES.
 BH2507'
 BH2507'REFERENCE MARK NO. 6 IS 0.35 MILE EAST OF THE STATION, 0.15 MILE
 BH2507'EAST OF A SIDE
 BH2507'ROAD LEADING NORTH, ACROSS THE HIGHWAY NORTH AND 40 FEET
 BH2507'WEST OF THE PROJECTED PLANE OF
 BH2507'THE WEST WALL OF THE HOUSE ON THE SOUTH SIDE
 BH2507'OF THE ROAD.  IT IS ON THE SECOND RISE EAST OF
 BH2507'THE STATION, 163 FEET NORTH
 BH2507'OF THE WEST ONE OF TWO LARGE OAK TREES ON THE SOUTH SIDE OF THE
 BH2507'ROAD, 119 FEET NORTH
 BH2507'OF THE CENTER OF BETHEL ROAD, 143 FEET NORTH OF POWER POLE NO
 BH2507'V 191/68, 47 FEET NORTH OF A
 BH2507'FENCE LINE, 11 FEET WEST OF THE CENTER OF A
 BH2507'WOODS ROAD, AND 1 FOOT WEST OF A METAL WITNESS
 BH2507'POST.  IT IS A REFERENCE
 BH2507'MARK DISK STAMPED BETHEL 2 NO 6 1972, PROJECTING 4 INCHES.
 BH2507'
 BH2507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BH2507'HIGHWAY 67, ABOUT
 BH2507'0.1 MILE SOUTH OF THE SCHOOL IN SAUCIER, GO EAST ON
 BH2507'STATE HIGHWAY 67 FOT 5.0 MILES TO A
 BH2507'CROSSROAD, WHERE STATE HIGHWAY 67
 BH2507'TURNS SOUTH, CONTINUE EAST ON BETHEL ROAD FOR 5.6
 BH2507'MILES TO SIDE ROAD RIGHT
 BH2507'ON THE TOP OF A GRADE AND THE STATION ON THE RIGHT IN THE SOUTHWEST
 BH2507'ANGLE OF THE T
 BH2507'INTERSECTION.  CONTINUE EAST FOR 0.20 MILES TO A SIDE ROAD
 BH2507'LEFT, CONTINUE EAST FOR
 BH2507'0.15 MILE TO A HOUSE ON THE RIGHT AND THE AZIMUTH
 BH2507'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2062 ***********************************************************************
 EG2062  DESIGNATION -  BETHEL 2
 EG2062  PID         -  EG2062
 EG2062  STATE/COUNTY-  MS/ALCORN
 EG2062  USGS QUAD   -  RIENZI (1982)
 EG2062
 EG2062                         *CURRENT SURVEY CONTROL
 EG2062  ___________________________________________________________________
 EG2062* NAD 83(1986)-  34 48 15.     (N)    088 33 36.     (W)     SCALED    
 EG2062* NAVD 88     -       153.85   (meters)     504.8    (feet)  RESET     
 EG2062  ___________________________________________________________________
 EG2062  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG2062  VERT ORDER  -  THIRD
 EG2062
 EG2062.The horizontal coordinates were scaled from a topographic map and have
 EG2062.an estimated accuracy of +/- 6 seconds.
 EG2062
 EG2062.The orthometric height was computed from unverified reset data.
 EG2062.No vertical observational check was made to the station.
 EG2062
 EG2062.The geoid height was determined by GEOID03.
 EG2062
 EG2062;                    North         East    Units  Estimated Accuracy
 EG2062;SPC MS E     -   588,180.      325,010.      MT  (+/- 180 meters Scaled)
 EG2062
 EG2062                          SUPERSEDED SURVEY CONTROL
 EG2062
 EG2062.No superseded survey control is available for this station.
 EG2062
 EG2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573524(NAD 83)
 EG2062_MARKER: DH = HORIZONTAL CONTROL DISK
 EG2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2062_SP_SET: CONCRETE POST
 EG2062_STAMPING: BETHEL 2 1989
 EG2062_MARK LOGO: NGS   
 EG2062_PROJECTION: FLUSH
 EG2062_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2062+STABILITY: SURFACE MOTION
 EG2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2062+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 EG2062
 EG2062  HISTORY     - Date     Condition        Report By
 EG2062  HISTORY     - 1989     MONUMENTED       MSHD
 EG2062  HISTORY     - 19891018 GOOD             MSHD
 EG2062
 EG2062                          STATION DESCRIPTION
 EG2062
 EG2062'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2062'14.3 KM (8.90 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S.HIGHWAY 72
 EG2062'OVERPASS ON THE WEST EDGE OF CORINTH TO THE MARK ON THE RIGHT, ALSO
 EG2062'3.8 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL IN
 EG2062'BIGGERSVILLE, 15.40 M (50.5 FT) WEST OF THE SOUTHE BOUND LANES OF
 EG2062'HIGHWAY 45, 18.30 M (60.0 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE,
 EG2062'1.30 M (4.3 FT) NORTH OF POWER POLE NUMBER 247, 1.03 M (3.4 FT)
 EG2062'NORTHEAST OF A METAL TELEPHONE CABLE BOX AND 0.60 M (2.0 FT) NORTH AND
 EG2062'SOUTH OF TWO CARSONITE WITNESS POSTS. A DISK SET IN TOP OF A ROUND
 EG2062'CONCRETE POST, FLUSH WITH THE GROUND.
 EG2062
 EG2062                          STATION RECOVERY (1989)
 EG2062
 EG2062'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR)
 EG2062'STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) 9.5 MI (15.3 KM) SOUTH
 EG2062'SOUTHWEST OF CORINTH, 4.8 KM (3.0 MI) NORTHWEST OF RIENZI, 3.2 KM (2.0
 EG2062'MI) SOUTH OF BIGGERSVILLE, ON HIGHWAY RIGHT OF WAY.
 EG2062'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE
 EG2062'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 13.75 KM (8.54 MI) TO A
 EG2062'PAVED ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.58 KM
 EG2062'(0.36 MI) TO THE STATION ON THE RIGHT.
 EG2062'STATION IS A STANDARD NGS DISK, STAMPED---BETHEL 2 1989---SET IN TOP
 EG2062'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 15.4 M (50.5
 EG2062'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 18.3 M
 EG2062'(60.0 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, 1.3 M (4.3 FT) NORTH OF
 EG2062'POWER POLE NUMBER 247, 1.0 M (3.3 FT) NORTHEAST OF A METAL TELEPHONE
 EG2062'CABLE BOX AND 0.6 M (2.0 FT) NORTH AND SOUTH OF TWO CARSONITE WITNESS
 EG2062'POSTS.
 EG2062'AZIMUTH MARK IS LOCATED ABOUT 14.8 KM (9.2 MI) SOUTH SOUTHWEST OF
 EG2062'CORINTH, 5.3 KM (3.3 MI) NORTHWEST OF RIENZI, 2.7 KM (1.7 MI) SOUTH OF
 EG2062'BIGGERSVILLE ON HIGHWAY RIGHT OF WAY.
 EG2062'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE
 EG2062'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 13.75 KM (8.54 MI) TO A
 EG2062'PAVED ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.08 KM
 EG2062'(0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 EG2062'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---BETHEL 2 1989---SURFACE
 EG2062'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT
 EG2062'IS 105.3 M (345.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING
 EG2062'WEST, 22.2 M (72.8 FT) SOUTH OF POWER POLE NUMBER 238, 14.6 M (47.9
 EG2062'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 9.0 M
 EG2062'(29.5 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 1.1 M (3.6 FT) EAST OF
 EG2062'A FENCE, 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0
 EG2062'FT) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2063 ***********************************************************************
 EG2063  DESIGNATION -  BETHEL 2 AZ MK
 EG2063  PID         -  EG2063
 EG2063  STATE/COUNTY-  MS/ALCORN
 EG2063  USGS QUAD   -  RIENZI (1982)
 EG2063
 EG2063                         *CURRENT SURVEY CONTROL
 EG2063  ___________________________________________________________________
 EG2063* NAD 83(1986)-  34 48 34.     (N)    088 33 35.     (W)     SCALED    
 EG2063* NAVD 88     -       145.19   (meters)     476.3    (feet)  RESET     
 EG2063  ___________________________________________________________________
 EG2063  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG2063  VERT ORDER  -  THIRD
 EG2063
 EG2063.The horizontal coordinates were scaled from a topographic map and have
 EG2063.an estimated accuracy of +/- 6 seconds.
 EG2063
 EG2063.The orthometric height was computed from unverified reset data.
 EG2063.No vertical observational check was made to the station.
 EG2063
 EG2063.The geoid height was determined by GEOID03.
 EG2063
 EG2063;                    North         East    Units  Estimated Accuracy
 EG2063;SPC MS E     -   588,770.      325,030.      MT  (+/- 180 meters Scaled)
 EG2063
 EG2063                          SUPERSEDED SURVEY CONTROL
 EG2063
 EG2063.No superseded survey control is available for this station.
 EG2063
 EG2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573530(NAD 83)
 EG2063_MARKER: DZ = AZIMUTH MARK DISK
 EG2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2063_SP_SET: CONCRETE POST
 EG2063_STAMPING: BETHEL 2 1989
 EG2063_MARK LOGO: NGS   
 EG2063_PROJECTION: FLUSH
 EG2063_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2063+STABILITY: SURFACE MOTION
 EG2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2063+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 EG2063
 EG2063  HISTORY     - Date     Condition        Report By
 EG2063  HISTORY     - 1989     MONUMENTED       MSHD
 EG2063  HISTORY     - 19891018 GOOD             MSHD
 EG2063
 EG2063                          STATION DESCRIPTION
 EG2063
 EG2063'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2063'13.84 KM (8.60 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY
 EG2063'72 OVERPASS ON THE WEST EDGE OF CORINTH TO THE MARK ON THE RIGHT,
 EG2063'105.3 M (345.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING WEST,
 EG2063'22.20 M (72.8 FT) SOUTH OF POWER POLE NUMBER 238, 14.63 M (48.0 FT)
 EG2063'WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 9.00 M
 EG2063'(29.5 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 1.07 M (3.5 FT) EAST
 EG2063'OF A FENCE, 0.60 M (2.0 FT) SOUTH OF A METAL WITNESS POST AND 0.60 M
 EG2063'(2.0 FT) NORTH OF A CARSONITE WITNESS POST. A DISK SET IN THE TOP OF A
 EG2063'ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG2063
 EG2063                          STATION RECOVERY (1989)
 EG2063
 EG2063'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR)
 EG2063'AZIMUTH MARK IS LOCATED ABOUT 14.8 KM (9.2 MI) SOUTH SOUTHWEST OF
 EG2063'CORINTH, 5.3 KM (3.3 MI) NORTHWEST OF RIENZI, 2.7 KM (1.7 MI) SOUTH OF
 EG2063'BIGGERSVILLE ON HIGHWAY RIGHT OF WAY.
 EG2063'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE
 EG2063'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 13.75 KM (8.54 MI) TO A
 EG2063'PAVED ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.08 KM
 EG2063'(0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 EG2063'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---BETHEL 2 1989---SURFACE
 EG2063'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT
 EG2063'IS 105.3 M (345.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING
 EG2063'WEST, 22.2 M (72.8 FT) SOUTH OF POWER POLE NUMBER 238, 14.6 M (47.9
 EG2063'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 9.0 M
 EG2063'(29.5 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 1.1 M (3.6 FT) EAST OF
 EG2063'A FENCE, 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0
 EG2063'FT) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1363 ***********************************************************************
 EG1363  DESIGNATION -  BETHEL AZ MK
 EG1363  PID         -  EG1363
 EG1363  STATE/COUNTY-  MS/ALCORN
 EG1363  USGS QUAD   -  RIENZI (1982)
 EG1363
 EG1363                         *CURRENT SURVEY CONTROL
 EG1363  ___________________________________________________________________
 EG1363* NAD 83(1986)-  34 48 34.     (N)    088 33 38.     (W)     SCALED    
 EG1363* NAVD 88     -       150.835  (meters)     494.86   (feet)  ADJUSTED  
 EG1363  ___________________________________________________________________
 EG1363  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1363  DYNAMIC HT  -         150.691 (meters)     494.39  (feet)  COMP
 EG1363  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EG1363
 EG1363  VERT ORDER  -  FIRST     CLASS II
 EG1363
 EG1363.The horizontal coordinates were scaled from a topographic map and have
 EG1363.an estimated accuracy of +/- 6 seconds.
 EG1363
 EG1363.The orthometric height was determined by differential leveling
 EG1363.and adjusted in June 1991.
 EG1363
 EG1363.The geoid height was determined by GEOID03.
 EG1363
 EG1363.The dynamic height is computed by dividing the NAVD 88
 EG1363.geopotential number by the normal gravity value computed on the
 EG1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1363.degrees latitude (g = 980.6199 gals.).
 EG1363
 EG1363.The modeled gravity was interpolated from observed gravity values.
 EG1363
 EG1363;                    North         East    Units  Estimated Accuracy
 EG1363;SPC MS E     -   588,770.      324,960.      MT  (+/- 180 meters Scaled)
 EG1363
 EG1363                          SUPERSEDED SURVEY CONTROL
 EG1363
 EG1363.No superseded survey control is available for this station.
 EG1363
 EG1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD572530(NAD 83)
 EG1363_MARKER: DZ = AZIMUTH MARK DISK
 EG1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1363_SP_SET: CONCRETE POST
 EG1363_STAMPING: BETHEL 1967
 EG1363_MARK LOGO: CGS   
 EG1363_PROJECTION: PROJECTING 10 CENTIMETERS
 EG1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1363+STABILITY: SURFACE MOTION
 EG1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1363+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 EG1363
 EG1363  HISTORY     - Date     Condition        Report By
 EG1363  HISTORY     - 1967     MONUMENTED       CGS
 EG1363  HISTORY     - 19820301 GOOD             MSSU
 EG1363  HISTORY     - 1983     GOOD             NGS
 EG1363  HISTORY     - 19891018 GOOD             MSHD
 EG1363  HISTORY     - 20040826 GOOD             USACE
 EG1363  HISTORY     - 20080324 GOOD             TVA
 EG1363
 EG1363                          STATION DESCRIPTION
 EG1363
 EG1363'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 EG1363'RECOVERED IN GOOD CONDITION.
 EG1363
 EG1363                          STATION RECOVERY (1983)
 EG1363
 EG1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1363'13.8 KM (8.6 MI) SOUTH FROM CORINTH.
 EG1363'13.8 KM (8.55 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY 72
 EG1363'OVERPASS ON THE WEST EDGE OF CORINTH, THENCE 0.1 KM (0.05 MI) WEST
 EG1363'ALONG A PAVED ROAD, ON THE NORTH SIDE OF THE ROAD, ALSO, 3.2 KM
 EG1363'(2.0 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE BIGGERSVILLE SCHOOL IN
 EG1363'BIGGERSVILLE, THENCE 0.1 KM (0.05 MI) WEST ALONG A PAVED ROAD,
 EG1363'23.32 METERS (76.5 FT) NORTH OF THE CENTER OF THE PAVED ROAD,
 EG1363'29.26 METERS (96.0 FT) SOUTHWEST OF THE CHICKASAW INDIAN MONUMENT, AND
 EG1363'15.54 METERS (51.0 FT) SOUTH-SOUTHEAST OF A FENCE CORNER.
 EG1363'THE MARK IS 0.52 METERS  S FROM A WITNESS POST.
 EG1363
 EG1363                          STATION RECOVERY (1989)
 EG1363
 EG1363'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG1363'RECOVERED IN GOOD CONDITION.
 EG1363
 EG1363                          STATION RECOVERY (2004)
 EG1363
 EG1363'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1363'RECOVERED IN GOOD CONDITION.
 EG1363
 EG1363                          STATION RECOVERY (2008)
 EG1363
 EG1363'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (CDM)
 EG1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1365 ***********************************************************************
 EG1365  DESIGNATION -  BETHEL RM 1
 EG1365  PID         -  EG1365
 EG1365  STATE/COUNTY-  MS/ALCORN
 EG1365  USGS QUAD   -  RIENZI (1982)
 EG1365
 EG1365                         *CURRENT SURVEY CONTROL
 EG1365  ___________________________________________________________________
 EG1365* NAD 83(1986)-  34 48 14.     (N)    088 33 32.     (W)     SCALED    
 EG1365* NAVD 88     -       154.356  (meters)     506.42   (feet)  ADJUSTED  
 EG1365  ___________________________________________________________________
 EG1365  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1365  DYNAMIC HT  -         154.209 (meters)     505.93  (feet)  COMP
 EG1365  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 EG1365
 EG1365  VERT ORDER  -  FIRST     CLASS II
 EG1365
 EG1365.The horizontal coordinates were scaled from a topographic map and have
 EG1365.an estimated accuracy of +/- 6 seconds.
 EG1365
 EG1365.The orthometric height was determined by differential leveling
 EG1365.and adjusted in June 1991.
 EG1365
 EG1365.The geoid height was determined by GEOID03.
 EG1365
 EG1365.The dynamic height is computed by dividing the NAVD 88
 EG1365.geopotential number by the normal gravity value computed on the
 EG1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1365.degrees latitude (g = 980.6199 gals.).
 EG1365
 EG1365.The modeled gravity was interpolated from observed gravity values.
 EG1365
 EG1365;                    North         East    Units  Estimated Accuracy
 EG1365;SPC MS E     -   588,150.      325,110.      MT  (+/- 180 meters Scaled)
 EG1365
 EG1365                          SUPERSEDED SURVEY CONTROL
 EG1365
 EG1365.No superseded survey control is available for this station.
 EG1365
 EG1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574524(NAD 83)
 EG1365_MARKER: DR = REFERENCE MARK DISK
 EG1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1365_SP_SET: CONCRETE POST
 EG1365_STAMPING: BETHEL NO 1 1967
 EG1365_MARK LOGO: CGS   
 EG1365_PROJECTION: PROJECTING 3 CENTIMETERS
 EG1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1365+STABILITY: SURFACE MOTION
 EG1365
 EG1365  HISTORY     - Date     Condition        Report By
 EG1365  HISTORY     - 1967     MONUMENTED       CGS
 EG1365  HISTORY     - 19820301 GOOD             MSSU
 EG1365  HISTORY     - 1983     GOOD             NGS
 EG1365
 EG1365                          STATION DESCRIPTION
 EG1365
 EG1365'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 EG1365'RECOVERED IN GOOD CONDITION.
 EG1365
 EG1365                          STATION RECOVERY (1983)
 EG1365
 EG1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1365'14.3 KM (8.9 MI) SOUTH FROM CORINTH.
 EG1365'14.3 KM (8.9 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY 72
 EG1365'OVERPASS ON THE WEST EDGE OF CORINTH, ON THE EAST SIDE OF THE HIGHWAY,
 EG1365'ALSO, 3.8 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 EG1365'BIGGERSVILLE SCHOOL IN BIGGERSVILLE, 17.07 METERS (56.0 FT) EAST OF
 EG1365'THE CENTER OF THE HIGHWAY, AND 0.91 METERS (3.0 FT) NORTH OF AN OAK
 EG1365'TREE.
 EG1365'THE MARK IS 0.52 METERS  SE FROM A WITNESS POST.
 EG1365'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1686 ***********************************************************************
 EG1686  DESIGNATION -  BETHLEHEM
 EG1686  PID         -  EG1686
 EG1686  STATE/COUNTY-  MS/MARSHALL
 EG1686  USGS QUAD   -  BETHLEHEM (1982)
 EG1686
 EG1686                         *CURRENT SURVEY CONTROL
 EG1686  ___________________________________________________________________
 EG1686* NAD 83(1993)-  34 34 46.50764(N)    089 19 46.80016(W)     ADJUSTED  
 EG1686* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 EG1686  ___________________________________________________________________
 EG1686  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 EG1686  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EG1686  HORZ ORDER  -  FIRST
 EG1686
 EG1686.The horizontal coordinates were established by classical geodetic methods
 EG1686.and adjusted by the National Geodetic Survey in May 1994.
 EG1686
 EG1686.The orthometric height was scaled from a topographic map.
 EG1686
 EG1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1686
 EG1686.The geoid height was determined by GEOID03.
 EG1686
 EG1686;                    North         East     Units Scale Factor Converg.
 EG1686;SPC MS E     -   563,347.991   254,462.186   MT  0.99997555   -0 16 54.1
 EG1686;SPC MS E     - 1,848,250.87    834,848.02   sFT  0.99997555   -0 16 54.1
 EG1686;UTM  16      - 3,828,888.737   286,311.363   MT  1.00016286   -1 19 21.7
 EG1686
 EG1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1686!SPC MS E     -   0.99998369  x   0.99997555  =   0.99995924
 EG1686!UTM  16      -   0.99998369  x   1.00016286  =   1.00014654
 EG1686
 EG1686:                Primary Azimuth Mark                     Grid Az
 EG1686:SPC MS E     -  WINBORN LOOKOUT TOWER                    017 56 44.2
 EG1686:UTM  16      -  WINBORN LOOKOUT TOWER                    018 59 11.8
 EG1686
 EG1686|---------------------------------------------------------------------|
 EG1686| PID    Reference Object                     Distance      Geod. Az  |
 EG1686|                                                           dddmmss.s |
 EG1686| EG1687 WINBORN LOOKOUT TOWER               APPROX. 4.8 KM 0173950.1 |
 EG1686| CG3244 BETHLEHEM AZ MK                                    0224301.2 |
 EG1686| CG3245 BETHLEHEM RM 1                       21.795 METERS 26654     |
 EG1686| CG3246 BETHLEHEM RM 2                       20.719 METERS 34342     |
 EG1686|---------------------------------------------------------------------|
 EG1686
 EG1686                          SUPERSEDED SURVEY CONTROL
 EG1686
 EG1686  NAD 83(1986)-  34 34 46.51888(N)    089 19 46.79880(W) AD(       ) 1
 EG1686  NAD 27      -  34 34 46.15512(N)    089 19 46.52215(W) AD(       ) 1
 EG1686
 EG1686.Superseded values are not recommended for survey control.
 EG1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1686.See file dsdata.txt to determine how the superseded data were derived.
 EG1686
 EG1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8631128889(NAD 83)
 EG1686_MARKER: DS = TRIANGULATION STATION DISK
 EG1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1686
 EG1686  HISTORY     - Date     Condition        Report By
 EG1686  HISTORY     - 1934     MONUMENTED       CGS
 EG1686  HISTORY     - 1966     GOOD             CGS
 EG1686  HISTORY     - 1967     GOOD             CGS
 EG1686
 EG1686                          STATION DESCRIPTION
 EG1686
 EG1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1686'ABOUT 8.75 MILES SOUTHEAST OF WATERFORD, 4.75 MILES SOUTH-SOUTHWEST
 EG1686'OF POTTS CAMP, IN
 EG1686'THE SOUTHWEST QUARTER OF SEC 5, T 6 S, R 1 W, ABOUT
 EG1686'80 YARDS SOUTH-SOUTHWEST OF THE
 EG1686'BETHLEHEM SCHOOL, 10 FEET
 EG1686'WEST-NORTHWEST OF A 14-INCH TRIANGULAR-BLAZED
 EG1686'PINE, IN THE TRIANGLE
 EG1686'FORMED BY THREE ROADS ON THE WOODED HILL NEAR THE SCHOOL.
 EG1686'
 EG1686'TO REACH FROM THE ST LOUIS-SAN FRANCISO RAILROAD STATION IN POTTS
 EG1686'CAMP, GO WEST
 EG1686'ACROSS THE TRACKS ON CORNERSVILLE ROAD FOR 5.0 MILES TO
 EG1686'BETHLEHEM SCHOOL ON RIGHT, TURN
 EG1686'RIGHT INTO SCHOOL YARD AND CONTINUE
 EG1686'WEST PAST THE SCHOOL TO THE HIGHEST POINT AND THE
 EG1686'STATION.
 EG1686'
 EG1686'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1686'DISKS SET IN CONCRETE.
 EG1686'
 EG1686'REFERENCE MARK NO 1 IS WEST OF THE STATION AND 20 FEET EAST OF THE
 EG1686'CENTER OF THE
 EG1686'ROAD.
 EG1686'
 EG1686'REFERENCE MARK NO 2 IS NORTH OF THE STATION AND 25 FEET EAST OF THE
 EG1686'CENTER OF THE
 EG1686'ROAD.
 EG1686'
 EG1686'AZIMUTH MARK IS NORTHEAST OF THE STATION, ON THE PROPERTY OF R J
 EG1686'MCELROY, 55 FEET
 EG1686'EAST OF THE POTTS CAMP-CORNERSVILLE ROAD, ABOUT 40
 EG1686'FEET SOUTHWEST OF THE SOUTHWEST
 EG1686'CORNER OF MR MCELROYS HOME, AT THE
 EG1686'SOUTHWEST CORNER OF THE FENCE.
 EG1686'
 EG1686'A 90-FOOT TOWER IS REQUIRED.
 EG1686'
 EG1686'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 EG1686
 EG1686                          STATION RECOVERY (1966)
 EG1686
 EG1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EG1686'THE STATION WAS VISITED 5-13-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1686'CONDITION.
 EG1686'
 EG1686'(NOTE) THE SCHOOL MENTIONED IN THE 1934 DESCRIPTION IS NO LONGER
 EG1686'EXISTING.
 EG1686'
 EG1686'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1686'SOUTH ON
 EG1686'MISSISSIPPI HIGHWAY 7 FOR 0.1 MILE TO AN INTERSECTION, TURN
 EG1686'LEFT (EAST) ON U S 78 AND
 EG1686'CONTINUE SOUTHEAST FOR 13.25 MILES TO
 EG1686'MISSISSIPPI 349 ON THE RIGHT IN POTTS CAMP,
 EG1686'TURN RIGHT (SOUTHWEST)
 EG1686'AND CONTINUE SOUTH FOR 5.3 MILES TO A WHITE HOUSE ON THE TOP
 EG1686'OF A HILL AND
 EG1686'THE AZIMUTH ON THE LEFT AS DESCRIBED.  TO REACH THE STATION
 EG1686'CONTINUE SOUTH ON HIGHWAY
 EG1686'349 FOR 0.1 MILE TO A DRIVEWAY AND A BLOCK
 EG1686'SIDING HOUSE ON THE RIGHT, TURN RIGHT
 EG1686'(SOUTHWEST) AND FOLLOW THE
 EG1686'DRIVEWAY (SOUTHWEST) INTO A TRACK ROAD FOR 0.1 MILE TO
 EG1686'THE TOP OF THE
 EG1686'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.  THE STATION DISK IS
 EG1686'STAMPED BETHLEHEM
 EG1686'(1934).
 EG1686'
 EG1686'IT IS 20 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD, 8.5 FEET
 EG1686'NORTH OF AN 8 INCH
 EG1686'CEDAR, AND 1.8 FEET WEST OF A METAL WITNESS POST.
 EG1686'
 EG1686'R M 1 IS 27 FEET SOUTH OF THE CENTER OF THE JUNCTION OF TRACK ROADS
 EG1686'R M 2 IS 31 FEET
 EG1686'EAST OF THE CENTER OF AN ABANDONED TRACK ROAD, 7.5
 EG1686'FEET SOUTHWEST OF AN 8 INCH RED
 EG1686'OAK, AND STAMPED BETHLEHEM NO 2
 EG1686'(1934).
 EG1686'
 EG1686'THE AZIMUTH MARK IS 57 FEET EAST OF THE CENTER OF HIGHWAY 349, 40
 EG1686'FEET SOUTHWEST OF
 EG1686'THE SOUTHWEST CORNER OF THE WHITE HOUSE, 24.5 FEET
 EG1686'NORTHWEST OF A POWER SERVICE POLE,
 EG1686'11 FEET EAST OF THE CENTER OF THE
 EG1686'DRIVE, 3 FEET SOUTH OF THE MOST SOUTHERN OF TWO
 EG1686'CEDERS, 1.8 FEET
 EG1686'NORTH OF A METAL WITNESS POST, AND STAMPED BETHLEHEM (1934).
 EG1686
 EG1686                          STATION RECOVERY (1967)
 EG1686
 EG1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1686'THE DIRECTION TO AZIMUTH MARK AND REFERENCE MARKS DID NOT CHECK WITH
 EG1686'ORIGINAL
 EG1686'DESCRIPTION.  A HUNDRED DEGREE DISCREPANCY WAS FOUND TO R M
 EG1686'2.  A SECOND SET OF
 EG1686'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.
 EG1686'DUE TO VARIOUS CHANGES A COMPLETE NEW
 EG1686'DESCRIPTION FOLLOWS-
 EG1686'
 EG1686'STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF OXFORD, 14 MILES
 EG1686'SOUTHEAST OF HOLLY
 EG1686'SPRINGS, 4.5 MILES SOUTH-SOUTHWEST OF POTTS CAMP
 EG1686'AND ON WOODED HILL IN THE NORTHWEST
 EG1686'CORNER OF ROAD INTERSECTION.
 EG1686'
 EG1686'TO REACH FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE ROUTE 349 IN
 EG1686'POTTS CAMP, GO
 EG1686'SOUTH ON STATE ROUTE 349 FOR 4.1 MILES TO A SIDE ROAD
 EG1686'RIGHT, CONTINUE SOUTH ON STATE
 EG1686'ROUTE 349 FOR 1.2 MILES TO AN OLD
 EG1686'GARAGE ON RIGHT, HOUSE ON LEFT AND AZIMUTH MARK
 EG1686'AS DESCRIBED.
 EG1686'CONTINUE SOUTH FOR 0.1 MILE TO SIDE ROAD RIGHT, TURN RIGHT OFF
 EG1686'MAIN ROAD AND GO
 EG1686'SOUTH-SOUTHWEST UP HILL ON TRACK ROAD 0.1 MILE TO TOP OF
 EG1686'HILL AND STATION ON RIGHT AS
 EG1686'DESCRIBED.
 EG1686'
 EG1686'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1686'
 EG1686'STATION MARK, STAMPED BETHLEHEM 1934, PROJECTS ABOUT 8 INCHES.  IT IS
 EG1686'ON HIGHEST POINT
 EG1686'OF HILL, 25.5 FEET NORTHEAST OF TRIANGLE BLAZED
 EG1686'CEDAR TREE, 19 FEET NORTHWEST OF
 EG1686'CENTER OF TRACK ROAD AND 2 FEET WEST
 EG1686'OF WITNESS POST.
 EG1686'
 EG1686'R M 1, STAMPED BETHLEHEM NO 1 1934, PROJECTS 6 INCHES.  IT IS 27 FEET
 EG1686'SOUTHEAST OF
 EG1686'CENTER OF BLADED ROAD, 5 FEET SOUTHWEST OF TRIANGLE
 EG1686'BLAZED TREE, 1.8 FEET NORTHEAST
 EG1686'OF WITNESS POST AND ABOUT 10 FEET
 EG1686'LOWER IN ELEVATION THAT THE STATION MARK.
 EG1686'
 EG1686'R M 2, STAMPED BETHLEHEM NO 2 1934, PROJECTS 2 INCHES.  IT IS 80 FEET
 EG1686'SOUTHEAST OF
 EG1686'CENTER OF BLADED ROAD, 9 FEET EAST OF TRIANGLE BLAZED
 EG1686'OAK TREE, 1.7 FEET SOUTHWEST OF
 EG1686'WITNESS POST AND ABOUT 10 FEET LOWER
 EG1686'IN ELEVATION THAN THE STATION MARK.
 EG1686'
 EG1686'AZIMUTH MARK, A REFERENCE DISK STAMPED BETHLEHEM AZI 1934, IS SET
 EG1686'FLUSH WITH GROUND.
 EG1686'IT IS 55 FEET EAST OF CENTER OF STATE ROUTE 349,
 EG1686'44 FEET SOUTHWEST OF SOUTHWEST CORNER
 EG1686'OF HOUSE, 11 FEET EAST OF
 EG1686'CENTER OF DRIVEWAY, 4 FEET SOUTH OF SOUTH ONE OF 2 CEDAR
 EG1686'TREES AND 1.8
 EG1686'FEET NORTH OF WITNESS POST.
 EG1686'
 EG1686'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1980 ***********************************************************************
 DK1980  DESIGNATION -  BEULAH
 DK1980  PID         -  DK1980
 DK1980  STATE/COUNTY-  MS/BOLIVAR
 DK1980  USGS QUAD   -  BEULAH (1969)
 DK1980
 DK1980                         *CURRENT SURVEY CONTROL
 DK1980  ___________________________________________________________________
 DK1980* NAD 83(1993)-  33 47 55.01395(N)    090 59 05.63290(W)     ADJUSTED  
 DK1980* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 DK1980  ___________________________________________________________________
 DK1980  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DK1980  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK1980  HORZ ORDER  -  FIRST
 DK1980
 DK1980.The horizontal coordinates were established by classical geodetic methods
 DK1980.and adjusted by the National Geodetic Survey in May 1994.
 DK1980
 DK1980.The orthometric height was scaled from a topographic map.
 DK1980
 DK1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1980
 DK1980.The geoid height was determined by GEOID03.
 DK1980
 DK1980;                    North         East     Units Scale Factor Converg.
 DK1980;SPC MS W     -   476,801.433   639,666.174   MT  0.99999486   -0 21 44.9
 DK1980;SPC MS W     - 1,564,306.03  2,098,638.11   sFT  0.99999486   -0 21 44.9
 DK1980;SPC AR S     -   526,012.814   493,992.292   MT  0.99992689   +0 34 05.3
 DK1980;SPC AR S     - 1,725,760.37  1,620,706.38   sFT  0.99992689   +0 34 05.3
 DK1980;UTM  15      - 3,741,652.417   686,543.068   MT  1.00002900   +1 07 16.6
 DK1980
 DK1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1980!SPC MS W     -   0.99999727  x   0.99999486  =   0.99999213
 DK1980!SPC AR S     -   0.99999727  x   0.99992689  =   0.99992416
 DK1980!UTM  15      -   0.99999727  x   1.00002900  =   1.00002627
 DK1980
 DK1980|---------------------------------------------------------------------|
 DK1980| PID    Reference Object                     Distance      Geod. Az  |
 DK1980|                                                           dddmmss.s |
 DK1980| CY5281 BEULAH RM 1                          60.400 METERS 01947     |
 DK1980| CY5282 BEULAH RM 2                          76.200 METERS 18827     |
 DK1980|---------------------------------------------------------------------|
 DK1980
 DK1980                          SUPERSEDED SURVEY CONTROL
 DK1980
 DK1980  NAD 83(1986)-  33 47 55.02233(N)    090 59 05.62845(W) AD(       ) 1
 DK1980  NAD 27      -  33 47 54.62400(N)    090 59 05.24300(W) AD(       ) 1
 DK1980
 DK1980.Superseded values are not recommended for survey control.
 DK1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1980.See file dsdata.txt to determine how the superseded data were derived.
 DK1980
 DK1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8654341652(NAD 83)
 DK1980_MARKER: DS = TRIANGULATION STATION DISK
 DK1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1980
 DK1980  HISTORY     - Date     Condition        Report By
 DK1980  HISTORY     - 1929     MONUMENTED       CGS
 DK1980  HISTORY     - 1935     GOOD             CGS
 DK1980  HISTORY     - 1944     SEE DESCRIPTION  CGS
 DK1980  HISTORY     - 1964     MARK NOT FOUND   CGS
 DK1980
 DK1980                          STATION DESCRIPTION
 DK1980
 DK1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK1980'ABOUT 0.8 MILE NORTHWEST OF BEULAH, ON BANQUETTE OF LEVEE,
 DK1980'92 FEET NORTH OF 10-INCH SIPHON PIPE LINE WHICH RUNS OVER
 DK1980'LEVEE, 42 FEET EAST OF CROWN OF LEVEE, AND 12 FEET EAST
 DK1980'OF CENTER LINE OF LEVEE ROAD.  SURFACE AND UNDERGROUND MARKS
 DK1980'ARE STANDARD STATION DISKS IN CONCRETE.
 DK1980'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 DK1980'NO. 1 IS ON EDGE OF LEVEE, 35 FEET EAST OF CENTER
 DK1980'LINE OF LEVEE ROAD, 70 FEET EAST OF CREST OF LEVEE, AND
 DK1980'60.4 METERS (198 FEET) FROM STATION N 19 DEG 47 MIN E.
 DK1980'NO. 2 IS ON EDGE OF LEVEE, 38 FEET EAST OF CENTER
 DK1980'LINE OF LEVEE ROAD, 74 FEET EAST OF TOP OF LEVEE, AND 76.2
 DK1980'METERS (250 FEET) FROM STATION, S 8 DEG 27 MIN W.
 DK1980
 DK1980                          STATION RECOVERY (1935)
 DK1980
 DK1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK1980'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DK1980'
 DK1980'THE STATION, REFERENCE MARK NO. 2 AND CENTER LINE OF SPILLWAY
 DK1980'TO S OF REFERENCE MARK NO. 2 ARE IN A STRAIGHT LINE.
 DK1980'
 DK1980'STATION IS 240 FEET S OF ABRUPT TURN TO W OF THE LEVEE,
 DK1980'81 FEET E OF CREST OF LEVEE AND MIDWAY BETWEEN TWO CONCRETE
 DK1980'SPILLWAYS.  IT IS 6 INCHES UNDERGROUND.
 DK1980'
 DK1980'REFERENCE MARK NO. 1 IS ON SMALL MOUND 108 FEET E OF CREST
 DK1980'OF LEVEE.
 DK1980'
 DK1980'REFERENCE MARK NO. 2 IS ON SMALL MOUND 84 FEET E OF CREST
 DK1980'OF LEVEE.
 DK1980'
 DK1980'FROM THE PLACE WHERE THE E-AND-W ROAD FROM THE CENTER OF
 DK1980'THE TOWN OF BEULAH RUNS INTO THE LEVEE GO N ALONG LEVEE
 DK1980'FOR 0.55 MILE TO STATION SITE.
 DK1980
 DK1980                          STATION RECOVERY (1944)
 DK1980
 DK1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (USE)
 DK1980'THE STATION MARK WAS RECOVERED BUT REFERENCE MARKS 1 AND
 DK1980'2 COULD NOT BE FOUND.  SET REFERENCE TO TOP OF NW EDGE OF
 DK1980'IRON IN TOP OF CONCRETE FLOODGATE ON RING LEVEE.
 DK1980
 DK1980                          STATION RECOVERY (1964)
 DK1980
 DK1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 DK1980'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 DK1980'RECOVERED AT THIS TIME.
 DK1980'
 DK1980'THE LEVEE HAS BEEN RECONSTRUCTED AND IT APPEARS THAT THE
 DK1980'MARKS WERE COVERED WITH DIRT OF PULLED OUT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1890 ***********************************************************************
 DJ1890  DESIGNATION -  BEVEL
 DJ1890  PID         -  DJ1890
 DJ1890  STATE/COUNTY-  MS/WINSTON
 DJ1890  USGS QUAD   -  BETHEDEN (1973)
 DJ1890
 DJ1890                         *CURRENT SURVEY CONTROL
 DJ1890  ___________________________________________________________________
 DJ1890* NAD 83(1993)-  33 14 02.59117(N)    088 54 40.19075(W)     ADJUSTED  
 DJ1890* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 DJ1890  ___________________________________________________________________
 DJ1890  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DJ1890  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1890  HORZ ORDER  -  FIRST
 DJ1890
 DJ1890.The horizontal coordinates were established by classical geodetic methods
 DJ1890.and adjusted by the National Geodetic Survey in May 1994.
 DJ1890
 DJ1890.The orthometric height was scaled from a topographic map.
 DJ1890
 DJ1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1890
 DJ1890.The geoid height was determined by GEOID03.
 DJ1890
 DJ1890;                    North         East     Units Scale Factor Converg.
 DJ1890;SPC MS E     -   413,998.787   292,746.092   MT  0.99995065   -0 02 33.6
 DJ1890;SPC MS E     - 1,358,261.02    960,451.14   sFT  0.99995065   -0 02 33.6
 DJ1890;UTM  16      - 3,678,862.641   321,926.596   MT  0.99999098   -1 02 51.8
 DJ1890
 DJ1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1890!SPC MS E     -   0.99997555  x   0.99995065  =   0.99992620
 DJ1890!UTM  16      -   0.99997555  x   0.99999098  =   0.99996653
 DJ1890
 DJ1890:                Primary Azimuth Mark                     Grid Az
 DJ1890:SPC MS E     -  MSU WATER TANK                           023 50 07.5
 DJ1890:UTM  16      -  MSU WATER TANK                           024 50 25.7
 DJ1890
 DJ1890|---------------------------------------------------------------------|
 DJ1890| PID    Reference Object                     Distance      Geod. Az  |
 DJ1890|                                                           dddmmss.s |
 DJ1890| DJ1742 MSU WATER TANK                      APPROX.27.3 KM 0234733.9 |
 DJ1890| AI2829 BEVEL RM 1                           27.618 METERS 03936     |
 DJ1890| DJ1723 BLUFF LAKE LOT                      APPROX.12.1 KM 0652617.6 |
 DJ1890| AI4184 BEVEL AZ MK                                        2002131.6 |
 DJ1890| DJ1743 COR3 TR1 S18 T16N R14E               70.580 METERS 23014     |
 DJ1890| AI2830 BEVEL RM 2                           24.253 METERS 30410     |
 DJ1890|---------------------------------------------------------------------|
 DJ1890
 DJ1890                          SUPERSEDED SURVEY CONTROL
 DJ1890
 DJ1890  NAD 83(1993)-  33 14 02.60238(N)    088 54 40.18810(W) AD(       ) 1
 DJ1890  NAD 83(1986)-  33 14 02.59959(N)    088 54 40.18773(W) AD(       ) 1
 DJ1890  NAD 27      -  33 14 02.15000(N)    088 54 39.97900(W) AD(       ) 1
 DJ1890
 DJ1890.Superseded values are not recommended for survey control.
 DJ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1890.See file dsdata.txt to determine how the superseded data were derived.
 DJ1890
 DJ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB2192778863(NAD 83)
 DJ1890_MARKER: DS = TRIANGULATION STATION DISK
 DJ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1890_STAMPING: BEVEL 1935
 DJ1890_MARK LOGO: CGS   
 DJ1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1890+STABILITY: SURFACE MOTION
 DJ1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1890+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 DJ1890
 DJ1890  HISTORY     - Date     Condition        Report By
 DJ1890  HISTORY     - 1935     MONUMENTED       CGS
 DJ1890  HISTORY     - 1963     GOOD             CGS
 DJ1890  HISTORY     - 1974     GOOD             NGS
 DJ1890  HISTORY     - 19811001 GOOD             MSSU
 DJ1890  HISTORY     - 1982     GOOD             MSU
 DJ1890  HISTORY     - 1982     GOOD             MSU
 DJ1890  HISTORY     - 1985     GOOD             MSSU
 DJ1890  HISTORY     - 19901115 SEE DESCRIPTION  MSU
 DJ1890
 DJ1890                          STATION DESCRIPTION
 DJ1890
 DJ1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1890'STATION IS 11 MI. NE OF LOUISVILLE, 2 MI. SW OF LOAKFOMA, ON THE N
 DJ1890'SIDE OF THE LOAKFOMA-BETHEDEN ROAD.  TO REACH FROM THE GENERAL
 DJ1890'STORE IN LOAKFOMA GO WEST ON THE BETHEDEN ROAD 1.0 MI., TAKE LEFT
 DJ1890'FORK AND CONTINUE 0.8 MI. TO CREST OF HILL AND CHURCH ON RIGHT
 DJ1890'SIDE OF ROAD.  TURN RIGHT ON ROAD THAT GOES BY CHURCH AND
 DJ1890'CONTINUE 0.1 MI. TO CREST OF KNOB AND STATION.  STATION IS ON THE
 DJ1890'SUMMIT OF A HEAVILY WOODED KNOB, 100 YDS. WNW OF CHURCH, 33 FT.
 DJ1890'SSE OF A 24 IN. TRIANGULAR BLAZED OAK, 69 FT. WSW OF A 24 IN.
 DJ1890'TRIANGULAR BLAZED PINE.  R.M. NO.1 IS NNW OF STATION, 11 YDS. W OF
 DJ1890'WOODS ROAD AND ABOUT 2-1/2 FEET LOWER THAN STATION.  R.M. NO. 2 IS W
 DJ1890'OF STATION AND ABOUT 1-1/2 FT. LOWER, 7 YDS. SW OF A 20 IN.
 DJ1890'OAK, 7 FT. N OF DIM PATH, AND 8 FT. E OF A 3 IN. PINE.
 DJ1890'AZIM. MARK IS SSW OF STATION, 11 YDS. SE C/L OF ROAD, 5
 DJ1890'YDS. SE OF EDGE OF BANK, 9 YDS.  ENE OF A 20 IN. PINE, 9 YDS. W OF
 DJ1890'A 16 IN. PINE AND ABOUT 125 YDS. SW OF CHURCH.
 DJ1890'
 DJ1890'REQUIRED A 90 FT. TOWER.
 DJ1890'
 DJ1890'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1890
 DJ1890                          STATION RECOVERY (1963)
 DJ1890
 DJ1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ1890'THE STATION WAS VISITED NOVEMBER, 1963, AND THE STATION, R.M. 1,
 DJ1890'AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 DJ1890'SEARCHED FOR BUT NOT FOUND.
 DJ1890'
 DJ1890'THE STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 25
 DJ1890'AND 14 IN LOUISVILLE, GO NORTH ON HIGHWAY 25 FOR 8.15 MILES TO A
 DJ1890'GRAVEL ROAD, BLUFF LAKE ROAD, TURN RIGHT, EAST AND GO 3.15 MILES
 DJ1890'TO THE BEVEL METHODIST CHURCH AND A CEMETERY ON THE RIGHT,
 DJ1890'CONTINUE 200 FEET PAST THE CEMETERY TO THE TOP OF A GRADE AND A
 DJ1890'DIM TRACK ROAD ON THE LEFT, TURN LEFT, GO NORTH ABOUT 100 FEET
 DJ1890'TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO THE TOP OF A
 DJ1890'GRADE AND THE MARK ON THE LEFT.
 DJ1890
 DJ1890                          STATION RECOVERY (1974)
 DJ1890
 DJ1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RB)
 DJ1890'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 DJ1890'CONDITION ON 10-12-74.  THE TOP FOOT OF THE AZIMUTH MARK POST WAS
 DJ1890'FOUND SHEARED OFF.  THE SHANK AND IMPRINT OF THE DISK WAS VISIBLE
 DJ1890'BUT THE DISK WAS NOT FOUND.  THE BOTTOM PORTION OF THE POST WAS
 DJ1890'FOUND ONE FOOT BELOW THE GROUND AS DESCRIBED BELOW.
 DJ1890'
 DJ1890'STATION IS LOCATED 11 MILES NORTHEAST OF LOUISVILLE, MISSISSIPPI, 6
 DJ1890'MILES WEST AND 4 MILES SOUTH OF THE NORTHEAST CORNER OF WINSTON
 DJ1890'COUNTY, MIDWAY BETWEEN BETHEDEN AND LOAKFOMA, 0.3 MILES NORTHEAST
 DJ1890'OF BEVEL HILL METHODIST CHURCH, 0.2 MILES NORTHWEST OF THE NOXUBEE
 DJ1890'REFUGE ROAD, NEAR THE SOUTHWEST CORNER OF SECTION 18, T16N, R14E,
 DJ1890'ON TOMBIGBEE NATIONAL FOREST PROPERTY.
 DJ1890'
 DJ1890'TO REACH FROM A LARGE MONUMENT LOCATED AT THE INTERSECTION OF MAIN
 DJ1890'STREET AND COLUMBUS AVENUE IN LOUISVILLE, GO NORTH ON NORTH COLUMBUS
 DJ1890'AVENUE AND NORTHEAST ON STATE HIGHWAY 25 FOR 7.9 MILES TO A
 DJ1890'CROSSROAD AT WEBSTER AND A CEMETARY IN SOUTHEAST QUADRANT, TURN
 DJ1890'RIGHT AND GO EAST ALONG NOXUBEE REFUGE ROAD FOR 0.75 MILES TO A
 DJ1890'FORK, TAKE RIGHT FORK AND GO EAST 2.3 MILES TO ALEWINES GROCERY AT
 DJ1890'BETHEDEN, CONTINUE ENE TOWARD LOAKFOMA FOR 1.85 MILES TO BEVEL HILL
 DJ1890'METHODIST CHURCH ON THE RIGHT, CONTINUE NORTHEAST 0.15 MILES TO TOP
 DJ1890'OF GRADE, A WOODS ROAD ON LEFT AND THE AZIMUTH MARK ON THE
 DJ1890'RIGHT, TURN LEFT ONTO WOODS ROAD AND GO NORTHEAST 20 YARDS TO A
 DJ1890'FORK, TAKE RIGHT FORK AND GO NORTH 250 YARDS TO TOP OF HILL AND
 DJ1890'THE STATION IS LOCATED ON THE LEFT.
 DJ1890'
 DJ1890'STATION SURFACE MARK IS A STANDARD DISK, STAMPED BEVEL 1935 AND SET
 DJ1890'IN A 12-INCH CONCRETE POST PROJECTING 2 INCHES.  IT IS 75 FEET WEST
 DJ1890'OF AND 3 FEET HIGHER THAN THE WOODS ROAD, 1 FOOT WEST OF A METAL
 DJ1890'WITNESS POST, 8 FEET NORTHWEST OF A 6-INCH PINE, 56 FEET SOUTHEAST
 DJ1890'OF AN 18-INCH HICKORY, 68 FEET WSW OF A 20-INCH HICKORY WHICH IS
 DJ1890'11 FEET WEST OF THE WOODS ROAD, 88 FEET SOUTH OF A 18-INCH CEDAR.
 DJ1890'
 DJ1890'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BEVEL NO 1 1935 AND
 DJ1890'SET IN A 12-INCH CONCRETE POST PROJECTING 3 INCHES.  IT IS NNE OF
 DJ1890'AND 4.5 FEET LOWER THAN THE STATION MARK, 1 FOOT WEST OF A METAL
 DJ1890'WITNESS POST, 37 FEET WEST OF THE WOODS ROAD, 9 FEET EAST OF AN
 DJ1890'18-INCH RED OAK, 23 FEET EAST OF A 28-INCH RED OAK, 57 FEET EAST
 DJ1890'OF AN 18-INCH CEDAR, 58 FEET NNW OF A 20-INCH HICKORY.
 DJ1890'
 DJ1890'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BEVEL NO II 1935 AND
 DJ1890'SET IN A 12-INCH CONCRETE POST PROJECTING 5 INCHES.  IT IS NORTHWEST
 DJ1890'OF AND 1.5 FEET LOWER THAN THE STATION MARK, 1 FOOT WEST OF A METAL
 DJ1890'WITNESS POST, 7 FEET NORTH OF A DIM WOODS ROAD, 6 FEET SSE OF A
 DJ1890'14-INCH PINE, 8 FEET EAST OF A 10-INCH PINE, 11 FEET WSW OF A
 DJ1890'12-INCH PINE, 16 FEET SOUTHEAST OF A 6-INCH FORKED GUM, 24 FEET NNE
 DJ1890'OF A 14-INCH RED OAK, 29 FEET WEST OF AN 18-INCH HICKORY, 50
 DJ1890'FEET SOUTHEAST OF A 24-INCH DEAD OAK, 79 FEET SOUTHWEST OF AN 18-INCH
 DJ1890'CEDAR.
 DJ1890'
 DJ1890'THE BOTTOM PORTION OF THE AZIMUTH MARK POST IS 1 FOOT BELOW GROUND,
 DJ1890'34 FEET SE OF INTERSECTION OF NOXUBEE REFUGE ROAD AND A WOODS ROAD
 DJ1890'LEADING WEST, 9 FEET SE OF DITCH BANK, 13 FEET SOUTH OF POWER POLE
 DJ1890'NO. 22, 12 FEET NW OF 4-INCH BLAZED PINE, 69 FEET SW OF 24-INCH
 DJ1890'BLAZED PINE.
 DJ1890'
 DJ1890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTHEAST
 DJ1890'OF LOUISVILLE, MS.
 DJ1890
 DJ1890                          STATION RECOVERY (1981)
 DJ1890
 DJ1890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1890'RECOVERED IN GOOD CONDITION.
 DJ1890
 DJ1890                          STATION RECOVERY (1982)
 DJ1890
 DJ1890'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1982 (RB)
 DJ1890'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 DJ1890'TOP FOOT OF THE AZIMUTH MARK POST WITH THE DISK IS MISSING BUT THE
 DJ1890'BOTTOM PORTION REMAIN SOLID IN THE GROUND.  DISCREPANCIES WERE FOUND
 DJ1890'IN THE PREVIOUS MEASUREMENTS AT THE STATION.  NEW DESCRIPTION FOLLOWS.
 DJ1890'
 DJ1890'THE STATION IS 11 MILES NORTHEAST OF LOUISVILLE, 6 MILES WEST AND 4
 DJ1890'MILES SOUTH OF THE NORTHEAST CORNER OF WINSTON COUNTY, MIDWAY BETWEEN
 DJ1890'BETHEDEN AND LOAKFOMA, 0.3 MILE NORTHEAST OF BEVILL HILL METHODIST
 DJ1890'CHURCH, NEAR THE SOUTHWEST CORNER OF SECTION 18, T16N, R14E, ON
 DJ1890'TOMBIGBEE NATIONAL FOREST PROPERTY.
 DJ1890'
 DJ1890'TO REACH FROM THE JUNCTION OF MISSISSIPPI HIGHWAYS 25 AND 15 WEST OF
 DJ1890'LOUISVILLE, GO NORTH ON HIGHWAY 25 FOR 5.5 MILES TO EVERGREEN BAPTIST
 DJ1890'CHURCH AND THE JUNCTION OF OLD HIGHWAY 25 ON THE RIGHT, CONTINUE NORTH
 DJ1890'ON HIGHWAY 25 FOR 2.6 MILES TO WEBSTER CROSSROADS AT TOP OF A HILL,
 DJ1890'TURN RIGHT AND GO EAST ALONG NOXUBEE REFUGE ROAD FOR 0.7 MILE TO A
 DJ1890'FORK, TAKE RIGHT FORK AND GO EAST 4.2 MILES TO BEVILL HILL METHODIST
 DJ1890'CHURCH ON THE RIGHT, CONTINUE NORTHEAST 0.2 MILE TO A DIRT PIT ON THE
 DJ1890'LEFT, TURN LEFT AND GO TO THE NORTHWEST CORNER OF PIT, PACK UP A HIGH
 DJ1890'BANK TO THE STATION SITE.
 DJ1890'
 DJ1890'STATION SURFACE MARK IS A STANDARD DISK STAMPED---BEVEL 1935---.  IT
 DJ1890'IS SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DJ1890'INCHES ABOVE GROUND.  IT IS 17 M WEST OF NORTHWEST CORNER OF THE DIRT
 DJ1890'PIT, 25.7 M SOUTH OF A 65 CM RED OAK, 21.0 M WSW OF A 50 CM HICKORY,
 DJ1890'17.0 M SOUTHEAST OF A 45 CM HICKORY, 26.8 M SOUTH OF A 45 CM CEDAR,
 DJ1890'2.3 M NORTHWEST OF A 15 CM PINE, AND 37 CM WEST OF A WITNESS POST.
 DJ1890'
 DJ1890'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BEVEL NO 1 1935---SET IN
 DJ1890'A 12-INCH CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS NNE OF AND
 DJ1890'3.99 FEET LOWER THAN THE STATION MARK, 11.5 M WEST OF A WOODS ROAD,
 DJ1890'7.0 M EAST OF A 70 CM RED OAK, 17.5 M EAST OF A 45 CM CEDAR, 17.8 M
 DJ1890'NNW OF A 50 CM HICKORY, AND 30 CM WEST OF A WITNESS POST.
 DJ1890'
 DJ1890'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BEVEL NO II 1935---SET
 DJ1890'IN A 12-INCH CONCRETE MONUMENT PROJECTING 5 INCHES.  IT IS NORTHWEST
 DJ1890'OF AND 1.59 FEET LOWER THAN THE STATION MARK, 24.3 M SOUTHWEST OF A 50
 DJ1890'CM CEDAR, 9.2 M WEST OF A 45 CM HICKORY, 7.3 M NNE OF A 35 CM RED OAK,
 DJ1890'AND 30 CM WEST OF A WITNESS POST.
 DJ1890'
 DJ1890'PROPERTY MONUMENT IS AN ALUMINUM USFS CAP STAMPED---COR3 TR1 S18 T16N
 DJ1890'R14E PLS-1603 1976---ATTACHED TO A 1-1/2 INCH PIPE PROJECTING 33 CM.
 DJ1890'IT IS SOUTHWEST OF AND 12.62 FEET LOWER THAN THE STATION MARK, AT THE
 DJ1890'INTERSECTION OF PAINTED LINES GOING SOUTH AND EAST, 7.1 M SOUTHWEST OF
 DJ1890'A 45 CM PINE BT, 4.8 M WNW OF A 30 CM PINE BT, 1.3 M SOUTH OF A 10 CM
 DJ1890'PINE BT, AND 40 CM SOUTHEAST OF A 4X4-INCH WOOD WITNESS POST.
 DJ1890'
 DJ1890'THE AZIMUTH MARK POST IS 125 M EAST OF THE NORTHEAST CORNER OF BEVILL
 DJ1890'HILL CEMETERY, 22 M SOUTHWEST OF T-DRIVE-SOUTH, 12.6 M NORTH OF THE
 DJ1890'WEST 1 OF 2 RAILROAD RAILS SET IN CONCRETE, 10.4 M SOUTHEAST OF GRAVEL
 DJ1890'ROAD, 3 M SOUTHEAST OF ROAD BANK, AND 4.0 M SOUTH OF POWER POLE WITH
 DJ1890'GUY.
 DJ1890
 DJ1890                          STATION RECOVERY (1982)
 DJ1890
 DJ1890'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1982 (RB)
 DJ1890'THE STATION WAS RECOVERED IN GOOD CONDITION EXCEPT FOR THE AZIMUTH
 DJ1890'MARK WHICH HAD ITS TOP PART BROKEN OFF AND WAS NOT FOUND.
 DJ1890
 DJ1890                          STATION RECOVERY (1985)
 DJ1890
 DJ1890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (JTB)
 DJ1890'BEVEL 1935 FOUND GOOD.
 DJ1890'BEVEL NO 1 1935 FOUND GOOD.
 DJ1890'BEVEL NO 2 1935 FOUND GOOD.
 DJ1890'(AZ. MK) TOP PART BROKEN AND MISSING.
 DJ1890
 DJ1890                          STATION RECOVERY (1990)
 DJ1890
 DJ1890'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1990 (RB)
 DJ1890'THE STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 WERE RECOVERED IN
 DJ1890'GOOD CONDITION AS PREVIOUSLY DESCRIBED. THE AZIMUTH MARK WAS
 DJ1890'PREVIOUSLY REPORTED DESTROYED.  THE STATION MARK IS NEAR A 25 FOOT
 DJ1890'VERTICAL BANK OF AN ENLARGING DIRT PIT AND IN DANGER OF BEING
 DJ1890'DESTROYED.  A NEW STATION WAS ESTABLISHED AT THIS DATE.  SEE
 DJ1890'DESCRIPTION FOR BEVEL 2 1990.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1098 ***********************************************************************
 BV1098  DESIGNATION -  BEXLEY
 BV1098  PID         -  BV1098
 BV1098  STATE/COUNTY-  MS/GREENE
 BV1098  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1098
 BV1098                         *CURRENT SURVEY CONTROL
 BV1098  ___________________________________________________________________
 BV1098* NAD 83(1993)-  31 00 02.42260(N)    088 40 55.27072(W)     ADJUSTED  
 BV1098* NAVD 88     -        18.650  (meters)      61.19   (feet)  ADJUSTED  
 BV1098  ___________________________________________________________________
 BV1098  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BV1098  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BV1098  DYNAMIC HT  -          18.626 (meters)      61.11  (feet)  COMP
 BV1098  MODELED GRAV-     979,362.3   (mgal)                       NAVD 88
 BV1098
 BV1098  HORZ ORDER  -  FIRST
 BV1098  VERT ORDER  -  SECOND    CLASS II
 BV1098
 BV1098.The horizontal coordinates were established by classical geodetic methods
 BV1098.and adjusted by the National Geodetic Survey in May 1994.
 BV1098
 BV1098.The orthometric height was determined by differential leveling
 BV1098.and adjusted in May 1996.
 BV1098
 BV1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1098
 BV1098.The geoid height was determined by GEOID03.
 BV1098
 BV1098.The dynamic height is computed by dividing the NAVD 88
 BV1098.geopotential number by the normal gravity value computed on the
 BV1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1098.degrees latitude (g = 980.6199 gals.).
 BV1098
 BV1098.The modeled gravity was interpolated from observed gravity values.
 BV1098
 BV1098;                    North         East     Units Scale Factor Converg.
 BV1098;SPC MS E     -   166,361.166   314,450.286   MT  0.99995257   +0 04 40.6
 BV1098;SPC MS E     -   545,803.26  1,031,658.98   sFT  0.99995257   +0 04 40.6
 BV1098;UTM  16      - 3,430,890.770   339,414.427   MT  0.99991810   -0 51 59.4
 BV1098
 BV1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1098!SPC MS E     -   1.00000151  x   0.99995257  =   0.99995408
 BV1098!UTM  16      -   1.00000151  x   0.99991810  =   0.99991961
 BV1098
 BV1098:                Primary Azimuth Mark                     Grid Az
 BV1098:SPC MS E     -  BEXLEY AZ MK                             154 28 54.3
 BV1098:UTM  16      -  BEXLEY AZ MK                             155 25 34.3
 BV1098
 BV1098|---------------------------------------------------------------------|
 BV1098| PID    Reference Object                     Distance      Geod. Az  |
 BV1098|                                                           dddmmss.s |
 BV1098| BH1492 BEXLEY AZ MK                                       1543334.9 |
 BV1098| BV1099 BEXLEY RM 2                          26.572 METERS 22624     |
 BV1098| BV1097 BEXLEY RM 1                          32.490 METERS 33358     |
 BV1098|---------------------------------------------------------------------|
 BV1098
 BV1098                          SUPERSEDED SURVEY CONTROL
 BV1098
 BV1098  NAD 83(1993)-  31 00 02.43165(N)    088 40 55.26687(W) AD(       ) 1
 BV1098  NAD 83(1986)-  31 00 02.43884(N)    088 40 55.26980(W) AD(       ) 1
 BV1098  NAD 27      -  31 00 01.76900(N)    088 40 55.16500(W) AD(       ) 1
 BV1098  NGVD 29 (??/??/92)   18.650  (m)           61.19   (f) ADJ UNCH    2 2
 BV1098
 BV1098.Superseded values are not recommended for survey control.
 BV1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1098.See file dsdata.txt to determine how the superseded data were derived.
 BV1098
 BV1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3941430891(NAD 83)
 BV1098_MARKER: DS = TRIANGULATION STATION DISK
 BV1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1098_STAMPING: BEXLEY 1942
 BV1098_MARK LOGO: CGS   
 BV1098_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1098+STABILITY: SURFACE MOTION
 BV1098
 BV1098  HISTORY     - Date     Condition        Report By
 BV1098  HISTORY     - 1942     MONUMENTED       CGS
 BV1098  HISTORY     - 1956     GOOD             CGS
 BV1098  HISTORY     - 1966     GOOD             MSHD
 BV1098  HISTORY     - 1972     GOOD             USGS
 BV1098  HISTORY     - 1976     GOOD             MSHD
 BV1098  HISTORY     - 1976     GOOD             MSHD
 BV1098
 BV1098                          STATION DESCRIPTION
 BV1098
 BV1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV1098'STATION IS LOCATED ABOUT 5 MILES N, 5-1/2 MILES W OF LUCEDALE ON THE
 BV1098'GEORGE-GREENE COUNTY LINE, ON W SIDE OF STATE HIGHWAY. MARK IS SET
 BV1098'NEAR THE CENTER OF A LARGE CLEARING, 102 FEET W OF THE CENTER LINE
 BV1098'OF STATE HIGHWAY 15, AND 3 FEET W OF A WHITE REFERENCE POST AND
 BV1098'DUE W OF THE COUNTY LINE SIGN ALONG THE HIGHWAY. STATION MARK IS
 BV1098'STAMPED BEXLEY 1942 AND PROJECTS 6 INCHES.
 BV1098'
 BV1098'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1098'BRONZE DISKS SET IN CONCRETE.
 BV1098'
 BV1098'REFERENCE MARK NO.1 IS 106.60 FEET N OF STATION AND 107 FEET W OF
 BV1098'THE CENTER LINE OF STATE HIGHWAY 15. IT IS STAMPED BEXLEY NO.1 1942
 BV1098'AND PROJECTS 8 INCHES.
 BV1098'
 BV1098'REFERENCE MARK NO.2 IS 87.18 FEET SW OF STATION AND ABOUT 20 FEET
 BV1098'S OF GREENE-GEORGE COUNTY LINE. IT IS STAMPED BEXLEY NO.2 1942 AND
 BV1098'PROJECTS 8 INCHES.
 BV1098'
 BV1098'THE AZIMUTH MARK IS 0.5 MILES S OF STATION IN THE NE ANGLE OF
 BV1098'CROSSROADS, 45 FEET E OF THE CENTER LINE OF STATE HIGHWAY 15, 57
 BV1098'FEET N OF THE E-W DIRT ROAD, AND 3 FEET W OF A WHITE REFERENCE
 BV1098'POST.
 BV1098'
 BV1098'THE AZIMUTH MARK IS STAMPED BEXLEY 1942 AND PROJECTS ABOUT 8 INCHES.
 BV1098'
 BV1098'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 26 IN
 BV1098'THE W EDGE OF LUCEDALE, GO W AND N ON HIGHWAY 15, FOR 8 MILES TO THE
 BV1098'GEORGE-GREENE COUNTY LINE AND STATION ON LEFT.
 BV1098'
 BV1098'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1098
 BV1098                          STATION RECOVERY (1956)
 BV1098
 BV1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1098'THE STATION WAS VISITED ON OCTOBER 20, 1956. ALL MARKS WERE FOUND IN
 BV1098'GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1098'
 BV1098'THE STATION IS LOCATED 8 MI. NW OF LUCEDALE, ALONG U.S. HIGHWAY 98,
 BV1098'AT THE GREENE-GEORGE COUNTY LINE, AT THE S END OF A CURVE IN THE
 BV1098'HIGHWAY TO THE NW, AND IN AN AREA COVERED WITH YOUNG PINE TREES. IT
 BV1098'IS 102 FT. W OF THE CENTERLINE OF THE HIGHWAY, 86 FT. W OF THE
 BV1098'GREENE-GEORGE COUNTY SIGN, AND 81 FT. SW OF POWER POLE NO. 694.
 BV1098'IT IS A STANDARD DISK, STAMPED BEXLEY 1942 AND PROJECTING 6 IN.
 BV1098'
 BV1098'REFERENCE MARK 1 IS 106.60 FT. N OF THE STATION, 106 FT. W OF THE
 BV1098'CENTERLINE OF THE HIGHWAY, AND 68 FT. NW OF POWER POLE NO. 694. IT
 BV1098'IS A STANDARD DISK, STAMPED BEXLEY NO 1 1942 AND PROJECTING 6 IN.
 BV1098'
 BV1098'REFERENCE MARK 2 IS 87.18 FT. SW OF THE STATION, JUST S OF THE
 BV1098'COUNTY LINE, 20 FT. NE OF A FORKED OAK TREE, AND 12 FT. SE OF A
 BV1098'10-IN. PINE TREE. IT IS A STANDARD DISK, STAMPED BEXLEY NO 2 1942
 BV1098'AND PROJECTING 4 IN.
 BV1098'
 BV1098'THE AZIMUTH MARK IS 0.5 MI. S ALONG U.S. HIGHWAY 98, IN THE NE
 BV1098'ANGLE OF A CROSSROAD, 46 FT. E OF THE CENTERLINE OF THE HIGHWAY,
 BV1098'55 FT. N OF THE CENTER OF THE E-W ROAD, AND 6.5 FT. S OF A BRACED
 BV1098'POWER POLE. IT IS A STANDARD DISK, STAMPED BEXLEY 1942 AND
 BV1098'PROJECTING 6 IN.
 BV1098
 BV1098                          STATION RECOVERY (1966)
 BV1098
 BV1098'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1098'THE STATION WAS VISITED 3-25-66 AND THE STATION R.M. 1 AND AZIMUTH
 BV1098'MARK WERE FOUND IN GOOD CONDITION. R.M. 2 WAS CHIPPED ON THE SIDES
 BV1098'BUT THE DISK IS STILL IN GOOD CONDITION.
 BV1098'
 BV1098'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON HIGHWAY 98
 BV1098'FOR 7.9 MILES TO A CROSSROADS AND THE AZIMUTH ON THE RIGHT AS
 BV1098'DESCRIBED. TO REACH THE STATION CONTINUE FOR 0.5 MILES TO THE
 BV1098'GREENE-GEORGE COUNTY LINE AND THE STATION ON THE LEFT AS
 BV1098'DESCRIBED.  THE STATION DISK IS STAMPED BEXLEY 1942.
 BV1098'
 BV1098'IT IS 102 FEET WEST OF CENTER OF HIGHWAY 98, 86 FEET WEST OF THE
 BV1098'WEST GEORGE-GREENE COUNTY SIGN, 81 FEET SOUTHWEST OF POWER POLE NO.
 BV1098'694, AND 1.7 FEET WEST OF A METAL WITNESS POST.
 BV1098'
 BV1098'R.M. 1 IS 106 FEET WEST OF THE CENTER OF HIGHWAY 98, 68 FEET
 BV1098'NORTHWEST OF POWER POLE NO. 694, 20 FEET NORTH OF CENTER OF TRACK
 BV1098'ROAD, AND STAMPED BEXLEY NO. 1 1942.
 BV1098'
 BV1098'R.M. 2 IS 20 FEET NORTHEAST OF A FORKED OAK, 1.5 FEET SOUTHEAST OF A
 BV1098'METAL WITNESS POST, AND STAMPED BEXLEY NO. 2 1942.
 BV1098'
 BV1098'THE AZIMUTH MARK IS 55 FEET NORTH OF CENTER OF EAST-WEST ROAD, 46
 BV1098'FEET EAST OF CENTER OF HIGHWAY 98, 6.5 FEET SOUTH OF A BRACED
 BV1098'TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST, AND STAMPED
 BV1098'BEXLEY 1942.
 BV1098
 BV1098                          STATION RECOVERY (1972)
 BV1098
 BV1098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 BV1098'BEXLEY AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED. AZ. MK.
 BV1098'NOW OBSCURED BY TREES.
 BV1098'
 BV1098'DISTANCES AND DIRECTIONS CHECKED O.K.
 BV1098'
 BV1098'ORIGINAL DESCRIPTION IS ADEQUATE.
 BV1098
 BV1098                          STATION RECOVERY (1976)
 BV1098
 BV1098'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 BV1098'THE STATION WAS VISITED 7-26-76 AND THE STATION MARK, RM NO 1 AND
 BV1098'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  AS STATED IN THE
 BV1098'1966 RECOVERY RM NO 2 IS CHIPPED ON THE SIDES BUT THE DISK IS
 BV1098'STILL IN GOOD CONDITION.
 BV1098'
 BV1098'THE STATION IS LOCATED 7.5 MILE NORTHWEST OF LUCEDALE ON THE
 BV1098'GEORGE-GREENE COUNTY LINE, 12 MILES SOUTHEAST OF MC LAIN, 3.6
 BV1098'MILES NORTHWEST OF A RAILROAD OVERPASS NEAR THE CENTER OF THE SOUTH
 BV1098'SIDE OF SECTION 34, T 1N, R 7W.  IT IS 102.5 FEET WEST-SOUTHWEST
 BV1098'OF THE CENTER OF HIGHWAY 98, 86 FEET WEST OF THE GEORGE-GREENE
 BV1098'COUNTY LINE SIGN, 81 FEET SOUTHWEST OF POWER POLE NO. 694, 1.5
 BV1098'FEET WEST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 BV1098'
 BV1098'IT IS A TRIANGULATION DISK, STAMPED BEXLEY 1942.
 BV1098'
 BV1098'REFERENCE MARK NO 1 IS 106.60 FEET NORTH OF THE STATION.  IT IS
 BV1098'106 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 98, 68 FEET
 BV1098'NORTHWEST OF POWER POLE NO. 694, 20 FEET NORTH OF THE CENTER OF A
 BV1098'TRACK ROAD AND PROJECTS 2 INCHES.
 BV1098'
 BV1098'IT IS A REFERENCE MARK DISK, STAMPED BEXLEY NO 1 1942.
 BV1098'
 BV1098'REFERENCE MARK NO 2 IS 87.18 FEET SOUTHWEST OF THE STATION.  IT
 BV1098'IS ABOUT 189 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 98, 20
 BV1098'FEET NORTHEAST OF A 12 INCH FORKED BLACK GUM, 1.5 FEET SOUTHEAST
 BV1098'OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS A REFERENCE
 BV1098'MARK DISK, STAMPED BEXLEY NO 2 1942.
 BV1098'
 BV1098'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION.  IT
 BV1098'IS 45.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 98, 55 FEET
 BV1098'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 35 FEET WEST OF A
 BV1098'FENCE CORNER, 6 FEET SOUTHEAST OF POLE NO. 54, 1 FOOT SOUTHWEST
 BV1098'OF A METAL WITNESS POST AND PROJECTS 2 INCHES.  IT IS AN AZIMUTH
 BV1098'MARK DISK, STAMPED BEXLEY 1942.
 BV1098'
 BV1098'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BV1098'WEST ON U.S. HIGHWAY 98 FOR 7.5 MILES TO A CROSSROAD AND THE
 BV1098'AZIMUTH MARK ON THE RIGHT JUST BEYOND A CONCRETE BRIDGE.  CONTINUE
 BV1098'NORTHWEST ON U.S. HIGHWAY 98 FOR 0.5 MILE TO THE COUNTY LINE AND
 BV1098'THE STATION ON THE LEFT.
 BV1098'
 BV1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1098'7.5 MILES NORTHWEST OF LUCEDALE.
 BV1098
 BV1098                          STATION RECOVERY (1976)
 BV1098
 BV1098'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1098'LOCATED 7.6 MILES (12.2 KM) NORTHWEST OF LUCEDALE NEAR THE
 BV1098'GEORGE-GREEN COUNTY LINE, 11.8 MILES (19.0 KM) SOUTHEAST OF MCLAIN,
 BV1098'1.4 MILES (2.3 KM) SOUTHEAST ALONG US HIGHWAY 98 FROM THE SOUTHEAST
 BV1098'END OF THE BRIDGE OVER THE CHICKASAWHAY RIVER IN THE SOUTHEAST 1/4 OF
 BV1098'THE SOUTHWEST 1/4 OF SEC 34, T 1N, R 7W.  IT IS 102.5 FEET (31.2 M)
 BV1098'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 98, 86 FEET (26.2 M) WEST OF
 BV1098'THE GEORGE-GREENE COUNTY LINE SIGN, 81 FEET (24.7 M) SOUTHWEST OF
 BV1098'POLE NO 694, 1.5 FEET (0.5 M) WEST OF A METAL WITNESS POST SET IN THE
 BV1098'TOP OF A SQUARE CONCRETE POST AND PROJECTS 2 INCHES.  TO REACH FROM
 BV1098'THE US POST OFFICE IN LUCEDALE GO WEST ON US HIGHWAY 98 FOR 4.3 MILES
 BV1098'(6.9 KM) TO A RAILROAD OVERPASS, CONTINUE NORTHWEST ON US HIGHWAY 98
 BV1098'FOR 3.1 MILES (5.0 KM) TO A CROSSROAD JUST BEYOND A CONCRETE BRIDGE,
 BV1098'CONTINUE NORTHWEST ON US HIGHWAY 98 FOR 0.5 MILE (0.8 KM) TO THE
 BV1098'GEORGE-GREENE COUNTY LINE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2467 ***********************************************************************
 BH2467  DESIGNATION -  BEXLEY
 BH2467  PID         -  BH2467
 BH2467  STATE/COUNTY-  MS/GEORGE
 BH2467  USGS QUAD   -  MERRILL (1982)
 BH2467
 BH2467                         *CURRENT SURVEY CONTROL
 BH2467  ___________________________________________________________________
 BH2467* NAD 83(1993)-  30 57 56.35533(N)    088 40 26.18740(W)     ADJUSTED  
 BH2467* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 BH2467  ___________________________________________________________________
 BH2467  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BH2467  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH2467  HORZ ORDER  -  SECOND
 BH2467
 BH2467.The horizontal coordinates were established by classical geodetic methods
 BH2467.and adjusted by the National Geodetic Survey in May 1994.
 BH2467
 BH2467.The orthometric height was scaled from a topographic map.
 BH2467
 BH2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2467
 BH2467.The geoid height was determined by GEOID03.
 BH2467
 BH2467;                    North         East     Units Scale Factor Converg.
 BH2467;SPC MS E     -   162,479.938   315,227.354   MT  0.99995286   +0 04 55.2
 BH2467;SPC MS E     -   533,069.60  1,034,208.41   sFT  0.99995286   +0 04 55.2
 BH2467;UTM  16      - 3,426,997.407   340,127.423   MT  0.99991528   -0 51 41.3
 BH2467
 BH2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2467!SPC MS E     -   0.99999833  x   0.99995286  =   0.99995119
 BH2467!UTM  16      -   0.99999833  x   0.99991528  =   0.99991361
 BH2467
 BH2467:                Primary Azimuth Mark                     Grid Az
 BH2467:SPC MS E     -  JAGO                                     120 33 08.7
 BH2467:UTM  16      -  JAGO                                     121 29 45.2
 BH2467
 BH2467|---------------------------------------------------------------------|
 BH2467| PID    Reference Object                     Distance      Geod. Az  |
 BH2467|                                                           dddmmss.s |
 BH2467| BH2464 JAGO                                APPROX. 1.9 KM 1203803.9 |
 BH2467| DD7557 BEXLEY RM 1                          19.680 METERS 12146     |
 BH2467| DD7558 BEXLEY RM 2                          36.300 METERS 23036     |
 BH2467| BH2466 ANVIL                               APPROX. 1.6 KM 3331740.0 |
 BH2467|---------------------------------------------------------------------|
 BH2467
 BH2467                          SUPERSEDED SURVEY CONTROL
 BH2467
 BH2467  NAD 83(1993)-  30 57 56.36311(N)    088 40 26.18347(W) AD(       ) 2
 BH2467  NAD 83(1986)-  30 57 56.37248(N)    088 40 26.18741(W) AD(       ) 2
 BH2467  NAD 27      -  30 57 55.70400(N)    088 40 26.08500(W) AD(       ) 2
 BH2467
 BH2467.Superseded values are not recommended for survey control.
 BH2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2467.See file dsdata.txt to determine how the superseded data were derived.
 BH2467
 BH2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4012726997(NAD 83)
 BH2467_MARKER: DS = TRIANGULATION STATION DISK
 BH2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2467+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 BH2467
 BH2467  HISTORY     - Date     Condition        Report By
 BH2467  HISTORY     - 1921     MONUMENTED       CGS
 BH2467  HISTORY     - 1971     GOOD             MSHD
 BH2467  HISTORY     - 20080514 GOOD             INDIV
 BH2467
 BH2467                          STATION DESCRIPTION
 BH2467
 BH2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2467'STATION IS 80 METERS S OF RAILROAD DEPOT AT BEXLEY ON THE W LEFT SIDE
 BH2467'OF TRACK, 75 METERS N OF BRIDGE 46/3, 50 METERS NW OF S SWITCH
 BH2467'STAND FOR SIDING AT BEXLEY 2 METERS E OF RAILROAD PROPERTY FENCE
 BH2467'LINE, 22.36 METERS (73.36 FEET) W OF W AND NEAREST RAIL.
 BH2467'
 BH2467'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2467'SET IN CONCRETE.
 BH2467'
 BH2467'REFERENCE MARK NO. 1 S OF STATION JUST E OF FENCE LINE.
 BH2467'
 BH2467'REFERENCE MARK NO. 2 DIRECTLY W OF STATION.
 BH2467
 BH2467                          STATION RECOVERY (1971)
 BH2467
 BH2467'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2467'THE STATION WAS VISITED 5-6-71 AND THE STATION MARK, REFERENCE
 BH2467'MARK NO. 1, WERE FOUND IN GOOD CONDITION.  RM-2 WAS FOUND TO BE
 BH2467'UNSTEADY.
 BH2467'
 BH2467'THE STATION IS LOCATED 5.7 MILES NORTHWEST OF LUCEDALE, ABOUT 200
 BH2467'YARDS EAST OF THE POST OFFICE AT BEXLEY IN THE NORTHEAST 1/4
 BH2467'OF SECTION 15, T1S, R7W AND ON LAND OWNED BY MR. K.G. DICKERSON.  IT
 BH2467'IS 73.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET
 BH2467'SOUTHWEST OF A R.O.W. FENCE, 9.5 FEET SOUTH OF THE SOUTH CORNER OF AN
 BH2467'ABANDONED BOX CAR, 31.5 FEET WEST OF A LONE 9-INCH PECAN NEAR THE
 BH2467'R.O.W. FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT 2 FEET
 BH2467'BELOW THE LEVEL OF THE TRACK.
 BH2467'
 BH2467'IT IS A TRIANGULATION DISK, STAMPED BEXLEY 1921 PROJECTING 2 INCHES.
 BH2467'
 BH2467'REFERENCE MARK NO. 1 IS 64.57 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2467'58.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 99 FEET SOUTH OF POLE
 BH2467'NO. 1380, 34 FEET SOUTHEAST OF A LONE 9-INCH PECAN NEAR THE R.O.W.
 BH2467'FENCE, 68 FEET SOUTHEAST OF THE SOUTH CORNER OF AN ABONDONED BOX
 BH2467'CAR, 5 FEET SOUTHWEST OF A R.O.W. FENCE, 1 FOOT SOUTH OF A METAL
 BH2467'WITNESS POST AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.  IT
 BH2467'IS A REFERENCE MARK DISK, STAMPED BEXLEY NO 1, PROJECTING 2 INCHES.
 BH2467'
 BH2467'REFERENCE MARK NO. 2 IS 119.09 FEET SOUTHWEST OF THE STATION.  IT IS
 BH2467'192 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 126.5 FEET SOUTHWEST OF
 BH2467'THE SOUTH CORNER OF AN ABANDONED BOX CAR, 137 FEET SOUTHWEST OF A
 BH2467'R.O.W. FENCE, 9 FEET NORTHEAST OF THE CENTER OF A TERRACE, 1 FOOT
 BH2467'WEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE TRACK.  IT IS A
 BH2467'REFERENCE MARK DISK STAMPED BEXLEY NO 2, AND IS FLUSH WITH THE
 BH2467'GROUND.
 BH2467'
 BH2467'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH2467'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 BH2467'26 AND 63.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 6 MILES TO A
 BH2467'CROSSROADS.  TURN LEFT AND CONTINUE WEST AND SOUTHWEST ON A
 BH2467'GRAVEL ROAD FOR 0.85 MILE TO THE CROSSING ON THE GM AND O RAILROAD
 BH2467'TRACK.  THEN GO SOUTHEAST ALONG THE RAILROAD TRACK FOR 0.1 MILE
 BH2467'TO THE MARK ON THE RIGHT.
 BH2467
 BH2467                          STATION RECOVERY (2008)
 BH2467
 BH2467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WJC)
 BH2467'RM 1, RM 2 ALSO RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1492 ***********************************************************************
 BH1492  DESIGNATION -  BEXLEY AZ MK
 BH1492  PID         -  BH1492
 BH1492  STATE/COUNTY-  MS/GEORGE
 BH1492  USGS QUAD   -  MERRILL (1982)
 BH1492
 BH1492                         *CURRENT SURVEY CONTROL
 BH1492  ___________________________________________________________________
 BH1492* NAD 83(1986)-  30 59 43.     (N)    088 40 40.     (W)     SCALED    
 BH1492* NAVD 88     -        21.277  (meters)      69.81   (feet)  ADJUSTED  
 BH1492  ___________________________________________________________________
 BH1492  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH1492  DYNAMIC HT  -          21.250 (meters)      69.72  (feet)  COMP
 BH1492  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 BH1492
 BH1492  VERT ORDER  -  SECOND    CLASS II
 BH1492
 BH1492.The horizontal coordinates were scaled from a topographic map and have
 BH1492.an estimated accuracy of +/- 6 seconds.
 BH1492
 BH1492.The orthometric height was determined by differential leveling
 BH1492.and adjusted in May 1996.
 BH1492
 BH1492.The geoid height was determined by GEOID03.
 BH1492
 BH1492.The dynamic height is computed by dividing the NAVD 88
 BH1492.geopotential number by the normal gravity value computed on the
 BH1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1492.degrees latitude (g = 980.6199 gals.).
 BH1492
 BH1492.The modeled gravity was interpolated from observed gravity values.
 BH1492
 BH1492;                    North         East    Units  Estimated Accuracy
 BH1492;SPC MS E     -   165,760.      314,860.      MT  (+/- 180 meters Scaled)
 BH1492
 BH1492                          SUPERSEDED SURVEY CONTROL
 BH1492
 BH1492  NGVD 29 (??/??/??)   21.277  (m)           69.81   (f) ADJUSTED    2 2
 BH1492
 BH1492.Superseded values are not recommended for survey control.
 BH1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1492.See file dsdata.txt to determine how the superseded data were derived.
 BH1492
 BH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV398302(NAD 83)
 BH1492_MARKER: DZ = AZIMUTH MARK DISK
 BH1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1492_STAMPING: BEXLEY  1942
 BH1492_MARK LOGO: CGS   
 BH1492_PROJECTION: PROJECTING 15 CENTIMETERS
 BH1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1492+STABILITY: SURFACE MOTION
 BH1492
 BH1492  HISTORY     - Date     Condition        Report By
 BH1492  HISTORY     - 1942     MONUMENTED       CGS
 BH1492  HISTORY     - 1942     GOOD             CGS
 BH1492
 BH1492                          STATION DESCRIPTION
 BH1492
 BH1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BH1492'7.2 MILES NORTHWEST FROM LUCEDALE.
 BH1492'THE MARK IS LOCATED 7.2 MILES NORTHWEST OF LUCEDALE IN THE NORTHEAST
 BH1492'ANGLE OF A CROSSROAD, 12 MILES SOUTHEAST OF MCLAIN, 0.5 MILE SOUTH-
 BH1492'EAST OF THE GEORGE-GREENE COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION
 BH1492'4, T 1S, R 7W. IT IS 45.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 98,
 BH1492'55 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 35 FEET WEST OF A
 BH1492'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTS
 BH1492'2 INCHES.
 BH1492'AND PROJECTS 6 INCHES.
 BH1492'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1492'98 FOR 4.3 MILES TO A RAILROAD OVERPASS. CONTINUE NORTHWEST ON U.S.
 BH1492'HIGHWAY 98 FOR 3.1 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT
 BH1492'JUST BEYOND A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1097 ***********************************************************************
 BV1097  DESIGNATION -  BEXLEY RM 1
 BV1097  PID         -  BV1097
 BV1097  STATE/COUNTY-  MS/GREENE
 BV1097  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1097
 BV1097                         *CURRENT SURVEY CONTROL
 BV1097  ___________________________________________________________________
 BV1097* NAD 83(1986)-  31 00 03.     (N)    088 40 56.     (W)     SCALED    
 BV1097* NAVD 88     -        18.481  (meters)      60.63   (feet)  ADJUSTED  
 BV1097  ___________________________________________________________________
 BV1097  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BV1097  DYNAMIC HT  -          18.458 (meters)      60.56  (feet)  COMP
 BV1097  MODELED GRAV-     979,362.3   (mgal)                       NAVD 88
 BV1097
 BV1097  VERT ORDER  -  SECOND    CLASS II
 BV1097
 BV1097.The horizontal coordinates were scaled from a topographic map and have
 BV1097.an estimated accuracy of +/- 6 seconds.
 BV1097
 BV1097.The orthometric height was determined by differential leveling
 BV1097.and adjusted in May 1996.
 BV1097
 BV1097.The geoid height was determined by GEOID03.
 BV1097
 BV1097.The dynamic height is computed by dividing the NAVD 88
 BV1097.geopotential number by the normal gravity value computed on the
 BV1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1097.degrees latitude (g = 980.6199 gals.).
 BV1097
 BV1097.The modeled gravity was interpolated from observed gravity values.
 BV1097
 BV1097;                    North         East    Units  Estimated Accuracy
 BV1097;SPC MS E     -   166,380.      314,430.      MT  (+/- 180 meters Scaled)
 BV1097
 BV1097                          SUPERSEDED SURVEY CONTROL
 BV1097
 BV1097  NGVD 29 (??/??/92)   18.482  (m)           60.64   (f) ADJ UNCH    2 2
 BV1097
 BV1097.Superseded values are not recommended for survey control.
 BV1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1097.See file dsdata.txt to determine how the superseded data were derived.
 BV1097
 BV1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV393309(NAD 83)
 BV1097_MARKER: DR = REFERENCE MARK DISK
 BV1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1097_STAMPING: BEXLEY NO 1 1942
 BV1097_MARK LOGO: CGS   
 BV1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1097+STABILITY: SURFACE MOTION
 BV1097
 BV1097  HISTORY     - Date     Condition        Report By
 BV1097  HISTORY     - 1976     MONUMENTED       MSHD
 BV1097
 BV1097                          STATION DESCRIPTION
 BV1097
 BV1097'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1097'LOCATED 7.6 MILES (12.2 KM) NORTHWEST OF LUCEDALE NEAR THE
 BV1097'GEORGE-GREENE COUNTY LINE, 11.8 MILES (19.0 KM) SOUTHEAST OF MCLAIN,
 BV1097'1.4 MILES (2.3 KM) SOUTHEAST ALONG US HIGHWAY 98 FROM THE SOUTHEAST
 BV1097'END OF THE BRIDGE OVER THE CHICKASAWHAY RIVER IN THE SOUTHEAST 1/4 OF
 BV1097'THE SOUTHWEST 1/4 OF SEC 34, T 1N, R 7W.  IT IS 106.60 FEET
 BV1097'(32.49 M) NORTH-NORTHWEST OF THE STATION, 106 FEET (32.3 M)
 BV1097'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 98, 68 FEET (20.7 M) NORTHWEST
 BV1097'OF POWER POLE NO 694, 20 FEET (6.1 M) NORTH OF THE CENTER OF A TRACK
 BV1097'ROAD SET IN THE TOP OF A SQUARE CONCRETE POST AND PROJECTS 2 INCHES.
 BV1097'TO REACH FROM THE US POST OFFICE IN LUCEDALE GO WEST ON US HIGHWAY
 BV1097'98 FOR 4.3 MILES (6.9 KM) TO A CROSSROAD JUST BEYOND A CONCRETE
 BV1097'BRIDGE, CONTINUE NORTHWEST ON US HIGHWAY 98 FOR 0.5 MILE (0.8 KM) TO
 BV1097'THE COUNTY LINE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1099 ***********************************************************************
 BV1099  DESIGNATION -  BEXLEY RM 2
 BV1099  PID         -  BV1099
 BV1099  STATE/COUNTY-  MS/GREENE
 BV1099  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1099
 BV1099                         *CURRENT SURVEY CONTROL
 BV1099  ___________________________________________________________________
 BV1099* NAD 83(1986)-  31 00 03.     (N)    088 40 56.     (W)     SCALED    
 BV1099* NAVD 88     -        18.767  (meters)      61.57   (feet)  ADJUSTED  
 BV1099  ___________________________________________________________________
 BV1099  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BV1099  DYNAMIC HT  -          18.743 (meters)      61.49  (feet)  COMP
 BV1099  MODELED GRAV-     979,362.3   (mgal)                       NAVD 88
 BV1099
 BV1099  VERT ORDER  -  SECOND    CLASS II
 BV1099
 BV1099.The horizontal coordinates were scaled from a topographic map and have
 BV1099.an estimated accuracy of +/- 6 seconds.
 BV1099
 BV1099.The orthometric height was determined by differential leveling
 BV1099.and adjusted in May 1996.
 BV1099
 BV1099.The geoid height was determined by GEOID03.
 BV1099
 BV1099.The dynamic height is computed by dividing the NAVD 88
 BV1099.geopotential number by the normal gravity value computed on the
 BV1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1099.degrees latitude (g = 980.6199 gals.).
 BV1099
 BV1099.The modeled gravity was interpolated from observed gravity values.
 BV1099
 BV1099;                    North         East    Units  Estimated Accuracy
 BV1099;SPC MS E     -   166,380.      314,430.      MT  (+/- 180 meters Scaled)
 BV1099
 BV1099                          SUPERSEDED SURVEY CONTROL
 BV1099
 BV1099  NGVD 29 (??/??/92)   18.768  (m)           61.57   (f) ADJ UNCH    2 2
 BV1099
 BV1099.Superseded values are not recommended for survey control.
 BV1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1099.See file dsdata.txt to determine how the superseded data were derived.
 BV1099
 BV1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV393309(NAD 83)
 BV1099_MARKER: DR = REFERENCE MARK DISK
 BV1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1099_STAMPING: BEXLEY NO 2 1942
 BV1099_MARK LOGO: CGS   
 BV1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1099+STABILITY: SURFACE MOTION
 BV1099
 BV1099  HISTORY     - Date     Condition        Report By
 BV1099  HISTORY     - 1976     MONUMENTED       MSHD
 BV1099
 BV1099                          STATION DESCRIPTION
 BV1099
 BV1099'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1099'LOCATED 7.6 MILES (12.2 KM) NORTHWEST OF LUCEDALE NEAR THE
 BV1099'GEORGE-GREENE COUNTY LINE, 11.8 MILES (19.0 KM) SOUTHEAST OF MCLAIN,
 BV1099'1.4 MILES (2.3 KM) SOUTHEAST ALONG US HIGHWAY 98 FROM THE SOUTHEAST
 BV1099'END OF THE BRIDGE OVER THE CHICKASAWHAY RIVER IN THE SOUTHEAST 1/4 OF
 BV1099'THE SOUTHWEST 1/4 OF SEC 34, T 1N, R 7W.  IT IS 87.18 FEET (26.57 M)
 BV1099'SOUTHWEST OF THE STATION ABOUT 189 FEET (57.6 M) WEST-SOUTHWEST OF THE
 BV1099'CENTER OF HIGHWAY 98, 20 FEET (6.1 M) NORTHEAST OF A FORKED BLACK
 BV1099'GUM, 1.5 FEET (0.5 M) SOUTHEAST OF A METAL WITNESS POST SET IN THE
 BV1099'TOP OF A SQUARE CONCRETE POST AND PROJECTS 6 INCHES.  TO REACH FROM
 BV1099'THE US POST OFFICE IN LUCEDALE GO WEST ON US HIGHWAY 98 FOR 4.3 MILES
 BV1099'(6.9 KM) TO A RAILROAD OVERPASS, CONTINUE NORTHWEST ON US HIGHWAY 98
 BV1099'FOR 3.1 MILES (5.0 KM) TO A CROSSROAD JUST BEYOND A CONCRETE BRIDGE,
 BV1099'CONTINUE NORTHWEST ON US HIGHWAY 98 FOR 0.5 MILE (0.8 KM) TO THE
 BV1099'COUNTY LINE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0523 ***********************************************************************
 EG0523  DESIGNATION -  BICKERSTAFF
 EG0523  PID         -  EG0523
 EG0523  STATE/COUNTY-  MS/LEE
 EG0523  USGS QUAD   -  VERONA (1986)
 EG0523
 EG0523                         *CURRENT SURVEY CONTROL
 EG0523  ___________________________________________________________________
 EG0523* NAD 83(1993)-  34 12 35.93058(N)    088 43 50.90811(W)     ADJUSTED  
 EG0523* NAVD 88     -       115.512  (meters)     378.98   (feet)  ADJUSTED  
 EG0523  ___________________________________________________________________
 EG0523  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EG0523  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0523  DYNAMIC HT  -         115.396 (meters)     378.60  (feet)  COMP
 EG0523  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EG0523
 EG0523  HORZ ORDER  -  FIRST
 EG0523  VERT ORDER  -  SECOND    CLASS 0
 EG0523
 EG0523.The horizontal coordinates were established by classical geodetic methods
 EG0523.and adjusted by the National Geodetic Survey in May 1994.
 EG0523
 EG0523.The orthometric height was determined by differential leveling
 EG0523.and adjusted in June 1991.
 EG0523
 EG0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0523
 EG0523.The geoid height was determined by GEOID03.
 EG0523
 EG0523.The dynamic height is computed by dividing the NAVD 88
 EG0523.geopotential number by the normal gravity value computed on the
 EG0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0523.degrees latitude (g = 980.6199 gals.).
 EG0523
 EG0523.The modeled gravity was interpolated from observed gravity values.
 EG0523
 EG0523;                    North         East     Units Scale Factor Converg.
 EG0523;SPC MS E     -   522,242.766   309,447.958   MT  0.99995110   +0 03 27.5
 EG0523;SPC MS E     - 1,713,391.47  1,015,247.18   sFT  0.99995110   +0 03 27.5
 EG0523;UTM  16      - 3,786,792.920   340,549.021   MT  0.99991341   -0 58 23.9
 EG0523
 EG0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0523!SPC MS E     -   0.99998620  x   0.99995110  =   0.99993730
 EG0523!UTM  16      -   0.99998620  x   0.99991341  =   0.99989961
 EG0523
 EG0523:                Primary Azimuth Mark                     Grid Az
 EG0523:SPC MS E     -  TUPELO MUNICIPAL TANK                    021 19 00.7
 EG0523:UTM  16      -  TUPELO MUNICIPAL TANK                    022 20 52.1
 EG0523
 EG0523|---------------------------------------------------------------------|
 EG0523| PID    Reference Object                     Distance      Geod. Az  |
 EG0523|                                                           dddmmss.s |
 EG0523| EG1553 TUPELO MUNICIPAL TANK               APPROX. 6.4 KM 0212228.2 |
 EG0523| EG1559 TUPELO CARNATION MILK STACK         APPROX. 5.3 KM 0221125.0 |
 EG0523| EG1561 TUPELO COUNTY CTHSE                 APPROX. 5.9 KM 0234825.5 |
 EG0523| EG1562 TUPELO TVA STEAM PLANT STACK        APPROX. 5.4 KM 0271429.6 |
 EG0523| EG1558 TUPELO FED COMPRESS TANK            APPROX. 5.2 KM 0301641.8 |
 EG0523| CG3247 BICKERSTAFF AZ MK 2                                0325724.0 |
 EG0523| EG1557 TUPELO RAD STA WTUP MAST            APPROX. 6.3 KM 0370141.5 |
 EG0523| EG1554 TUPELO EAST MUN TANK                APPROX. 7.2 KM 0423656.3 |
 EG0523| EG0521 BICKERSTAFF AZ MK                                  0572415.0 |
 EG0523| EG0522 BICKERSTAFF RM 1                     20.218 METERS 08254     |
 EG0523| EG1575 VERONA MUNICIPAL TANK               APPROX. 1.2 KM 1433705.8 |
 EG0523| EG0524 BICKERSTAFF RM 2                     23.755 METERS 18901     |
 EG0523| EG1587 AIRPORT BCN TUPELO AIRPORT          APPROX. 6.6 KM 3295915.4 |
 EG0523|---------------------------------------------------------------------|
 EG0523
 EG0523                          SUPERSEDED SURVEY CONTROL
 EG0523
 EG0523  NAD 83(1993)-  34 12 35.93983(N)    088 43 50.90614(W) AD(       ) 1
 EG0523  NAD 83(1986)-  34 12 35.94189(N)    088 43 50.90590(W) AD(       ) 1
 EG0523  NAD 27      -  34 12 35.55182(N)    088 43 50.71679(W) AD(       ) 1
 EG0523  NGVD 29 (??/??/92)  115.454  (m)          378.79   (f) ADJ UNCH    2 0
 EG0523
 EG0523.Superseded values are not recommended for survey control.
 EG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0523.See file dsdata.txt to determine how the superseded data were derived.
 EG0523
 EG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4054986793(NAD 83)
 EG0523_MARKER: DB = BENCH MARK DISK
 EG0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0523_STAMPING: BICKERSTAFF 1935
 EG0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0523+STABILITY: SURFACE MOTION
 EG0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0523+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 EG0523
 EG0523  HISTORY     - Date     Condition        Report By
 EG0523  HISTORY     - 1935     MONUMENTED       CGS
 EG0523  HISTORY     - 1950     GOOD             CGS
 EG0523  HISTORY     - 1961     GOOD             CGS
 EG0523  HISTORY     - 1962     GOOD             MSHD
 EG0523  HISTORY     - 1965     GOOD             CGS
 EG0523  HISTORY     - 1965     GOOD             CGS
 EG0523  HISTORY     - 1965     GOOD             MSHD
 EG0523  HISTORY     - 1967     GOOD             CGS
 EG0523  HISTORY     - 1980     GOOD             MSSU
 EG0523  HISTORY     - 1980     GOOD             LOCSUR
 EG0523  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0523  HISTORY     - 1988     GOOD             MSU
 EG0523  HISTORY     - 20061006 GOOD             MSSU
 EG0523
 EG0523                          STATION DESCRIPTION
 EG0523
 EG0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 EG0523'ABOUT 3.5 MILES SOUTH-SOUTHWEST OF TUPELO, 1.5 MILES NORTHWEST OF
 EG0523'VERONA, ON HIGHEST
 EG0523'GROUND IN THE VICINITY ON PROPERTY OWNED BY L D
 EG0523'BICKERSTAFF, AT THE NORTHWEST
 EG0523'EDGE OF CULTIVATED FIELD, 12 FEET SOUTH
 EG0523'OF EAST-WEST FENCE LINE AND 15 FEET EAST OF
 EG0523'NORTH-SOUTH FENCE LINE.
 EG0523'
 EG0523'TO REACH FROM POST OFFICE IN TUPELO, GO WEST ON STATE HIGHWAY 6 FOR
 EG0523'0.1 MILE TO
 EG0523'JUNCTION WITH U S HIGHWAY 45, TURN LEFT (SOUTH) ON U S
 EG0523'HIGHWAY 45 AND FOLLOW FOR 4.0
 EG0523'MILES TO A T-ROAD RIGHT AT SMALL STORE,
 EG0523'TURN RIGHT AND PROCEED 0.5 MILE TO A PRIVATE
 EG0523'ROAD RIGHT AT TOP OF
 EG0523'GRADE, TURN RIGHT AND CONTINUE 0.45 MILE TO HIGHEST POINT OF
 EG0523'RIDGE AND
 EG0523'STATION.
 EG0523'
 EG0523'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG0523'DISKS SET IN CONCRETE.
 EG0523'
 EG0523'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION IN UNCULTIVATED
 EG0523'AREA ALONG
 EG0523'EAST-WEST FENCE LINE.
 EG0523'
 EG0523'REFERENCE MARK NO 2 IS SOUTH OF STATION IN UNCULTIVATED AREA ALONG
 EG0523'NORTH-SOUTH FENCE
 EG0523'LINE.
 EG0523'
 EG0523'AZIMUTH MARK IS LOCATED ABOUT 0.75 MILE NORTHEAST OF THE STATION IN
 EG0523'PASTURE LAND ON
 EG0523'THE PROPERTY OF STEVE SPARKS, 22 FEET EAST OF THE
 EG0523'CENTER LINE OF U S HIGHWAY 45, 65
 EG0523'FEET SOUTHEAST OF T-ROAD, 3 FEET
 EG0523'EAST OF FENCE LINE, AND ABOUT 75 YARDS NORTHEAST OF
 EG0523'THE HOUSE OF JOHN
 EG0523'RANKIN.
 EG0523'
 EG0523'STATION WILLIAMS CAN BE SEEN FROM GROUND.  A 77-FOOT TOWER WILL CLEAR
 EG0523'OTHER LINES.
 EG0523'
 EG0523'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 EG0523
 EG0523                          STATION RECOVERY (1950)
 EG0523
 EG0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG0523'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DUE TO ROAD
 EG0523'CHANGES A NEW DESCRIPTION IS
 EG0523'NECESSARY.
 EG0523'
 EG0523'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF TUPELO, ON THE
 EG0523'HIGHEST POINT OF AN
 EG0523'UNCULTIVATED FIELD, 18 FEET SOUTHEAST OF A FENCE CORNER, 15 FEET
 EG0523'EAST OF A NORTHSOUTH
 EG0523'WIRE FENCE, AND 12 FEET SOUTH OF AN EAST-WEST
 EG0523'WIRE FENCE.
 EG0523'
 EG0523'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS NO 45 AND 78
 EG0523'AND STATE HIGHWAY NO
 EG0523'6 AT THE WEST EDGE OF TUPELO, 60 SOUTHERLY ON NO 45
 EG0523'FOR 3.5 MILES TO A SIDE ROAD ON THE
 EG0523'RIGHT * (JUST NORTH OF THE GREEN
 EG0523'T TOURIST COURT), THEN RIGHT, WESTERLY, ON A GRAVELED
 EG0523'ROAD FOR 0.5
 EG0523'MILE, THEN NORTH ON A DRIVEWAY TO A TENANT HOUSE FOR 0.2 MILE TO A
 EG0523'WIRE GATE ON THE
 EG0523'LEFT, THEN LEFT, NORTHWESTERLY, (PASSING THROUGH TWO
 EG0523'WIRE GATES) FOR 0.1 MILE TO THE
 EG0523'STATION AS DESCRIBED.
 EG0523'
 EG0523'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHERLY ON U S
 EG0523'HIGHWAY NO 45 FOR 0.35
 EG0523'MILE TO A SIDE ROAD ON THE LEFT (THIS ROAD HAS A VERY NARROW
 EG0523'CONCRETE STRIP IN ITS
 EG0523'CENTER AND WAS FORMERLY U S HIGHWAY NO 45),
 EG0523'THEN LEFT, FIRST WEST THEN NORTHWEST,
 EG0523'FOR 0.35 MILE TO THE MARK AS
 EG0523'DESCRIBED.
 EG0523'
 EG0523'THE STATION MARK IS SET ABOUT 10 INCHES BELOW THE SURFACE OF THE
 EG0523'GROUND, AND THE DISK IS
 EG0523'STAMPED BICKERSTAFF 1935.
 EG0523'
 EG0523'REFERENCE MARK NO 1 IS IN THE EAST-WEST FENCE LINE.  IT PROJECTS 1
 EG0523'INCH AND THE DISK IS
 EG0523'STAMPED BICKERSTAFF NO 1 1935.
 EG0523'
 EG0523'REFERENCE MARK NO 2 IS 3 FEET EAST OF A NORTH-SOUTH WIRE FENCE.  IT
 EG0523'PROJECTS 4 INCHES, AND
 EG0523'THE DISK IS STAMPED BICKERSTAFF NO 2 1935.
 EG0523'
 EG0523'THE AZIMUTH MARK IS 70 FEET EAST OF THE CENTER OF A T-INTERSECTION OF
 EG0523'OLD U S HIGHWAY NO 45
 EG0523'AND GRAVELED ROAD WEST, 24 FEET NORTHEAST OF THE
 EG0523'CENTER OF OLD U S HIGHWAY NO 45, AND
 EG0523'19 FEET SOUTHEAST OF A FENCE
 EG0523'CORNER.  IT IS A REFERENCE MARK DISK STAMPED
 EG0523'BICKERSTAFF AZI 1935.
 EG0523'IT PROJECTS 1 INCH.
 EG0523'
 EG0523'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG0523'POSTS.
 EG0523'
 EG0523'HEIGHT OF LIGHT PLATE- 26 METERS.
 EG0523
 EG0523                          STATION RECOVERY (1961)
 EG0523
 EG0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 EG0523'THE STATION WAS VISITED 9-13-61 AND THE STATION MARK, AZIMUTH
 EG0523'MARK AND REFERENCE MARK
 EG0523'NO 1 AND NO 2 WERE FOUND IN GOOD CONDITION.  A NEW
 EG0523'DESCRIPTION FOLLOWS-
 EG0523'
 EG0523'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF TUPELO AND
 EG0523'ABOUT 1 MILE NORTHWEST OF
 EG0523'VERONA ON THE HIGHEST HILL IN THE VICINITY, ABOUT
 EG0523'150 FEET NORTHWEST OF THE HIGHEST
 EG0523'PART OF THE HILL, 0.1 MILE
 EG0523'SOUTHWEST OF A SMALL POND ON THE NORTH SIDE OF THE
 EG0523'HILL, 48 FEET
 EG0523'NORTHEAST OF A SMALL CEDAR TREE, 18 FEET SOUTHEAST OF A FENCE CORNER,
 EG0523'IN THE NORTHWEST
 EG0523'CORNER OF A SMALL GARDEN PLOT, 15 FEET EAST OF THE
 EG0523'NORTH-SOUTH FENCE LINE, 12 FEET
 EG0523'SOUTH OF THE EAST-WEST FENCE LINE AND
 EG0523'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 EG0523'STANDARD DISK,
 EG0523'STAMPED BICKERSTAFF 1935 12 INCHES BELOW THE SURFACE OF THE GROUND
 EG0523'
 EG0523'REFERENCE MARK NO 1 IS 66.33 FEET EAST OF THE STATION, 1 FOOT SOUTH
 EG0523'OF THE EASTWEST FENCE
 EG0523'LINE.  IT IS A STANDARD DISK, STAMPED BICKERSTAFF NO
 EG0523'1, 1935 FLUSH WITH THE GROUND.
 EG0523'
 EG0523'REFERENCE MARK NO 2 IS 77.94 FEET SOUTH OF THE STATION AND 3 FEET
 EG0523'EAST OF A NORTH-SOUTH
 EG0523'FENCE LINE.  IT IS A STANDARD DISK, STAMPED BICKERSTAFF
 EG0523'NO 2 1935, PROJECTING 4
 EG0523'INCHES.
 EG0523'
 EG0523'THE AZIMUTH MARK IS ABOUT 0.75 MILE NORTHEAST OF THE STATION, 72 FEET
 EG0523'SOUTHEAST OF THE
 EG0523'INTERSECTION OF OLD U S HIGHWAY 45 AND A ROAD LEADING WEST 25
 EG0523'FEET EAST OF THE CENTER
 EG0523'OF OLD U S HIGHWAY 45, 67 FEET SOUTHEAST OF A
 EG0523'FIRE HYDRANT, 19 FEET SOUTH-SOUTHEAST OF A
 EG0523'FENCE CORNER, 16 FEET
 EG0523'SOUTH-SOUTHWEST OF A 2-FOOT OAK TREE, 23 FEET NORTH OF A
 EG0523'GUYED
 EG0523'TELEPHONE POLE, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL
 EG0523'WITNESS POST.  IT
 EG0523'IS A STANDARD DISK, STAMPED BICKERSTAFF 1935AZI,
 EG0523'FLUSH WITH THE GROUND.
 EG0523'THE AZIMUTH MARK IS OBSTRUCTED
 EG0523'FROM THE STATION BY TREES.  THE CARNATION MILK CO
 EG0523'STACK AND THE
 EG0523'TUPELO MUNICIPAL WATER TANK CAN BE SEEN FROM THE GROUND AT THE
 EG0523'STATION MARK.
 EG0523'
 EG0523'TO REACH THE STATION FROM THE MAIN CROSSROAD AND STOP LIGHT AT
 EG0523'VERONA, GO NORTH ON U
 EG0523'S HIGHWAY 45 FOR 0.65 MILE TO A SIDEROAD LEFT, JUST NORTH
 EG0523'OF THE VERONA CABIN COURTS,
 EG0523'TURN LEFT AND GO WEST ON GRAVELED ROAD
 EG0523'FOR 0.5 MILE TODIM CROSSROAD AT THE TOP OF THE
 EG0523'GRADE, TURN RIGHT AND
 EG0523'GO NORTH FOR 0.15 MILE TO A DIM FORK NORTHEAST OF A POND, TAKE
 EG0523'RIGHT FORK FOR
 EG0523'0.1 MILE TO A FENCE LINE, PASS THROUGH GATE, TURN SHARP
 EG0523'LEFT, THEN RIGHT FORK FOR
 EG0523'0.1 MILE TO A FENCE LINE, PASS THROUGH
 EG0523'GATE, TURN SHARP LEFT, THEN RIGHT AND GO 0.2
 EG0523'MILE NORTHWEST TO THE
 EG0523'TOP OF THE HILL AND THE STATION.
 EG0523'
 EG0523'TO REACH THE AZIMUTH MARK FROM THE MAIN CROSSROAD AND STOP LIGHT IN
 EG0523'VERONA, GO NORTH ON U S
 EG0523'HIGHWAY 45 FOR 1.05 MILE TO A SIDE ROAD LEFT (OLD U S
 EG0523'HIGHWAY 45 WITH A SLAB OF
 EG0523'CONCRETE IN THE CENTER OF THE HIGHWAY),
 EG0523'TURN LEFT AND GO NORTHWEST AND NORTH FOR 0.3
 EG0523'MILE TO A SIDE ROAD
 EG0523'LEADING WEST AND THE MARK ON THE RIGHT.
 EG0523
 EG0523                          STATION RECOVERY (1962)
 EG0523
 EG0523'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG0523'THE STATION WAS VISITED 4-4-62.  ALL MARKS WERE FOUND IN GOOD
 EG0523'CONDITION.
 EG0523'
 EG0523'THE 1950 DESCRIPTION IS ADEQUATE AND THE AZIMUTH MARK IS VISIBLE FROM
 EG0523'THE STATION.
 EG0523
 EG0523                          STATION RECOVERY (1965)
 EG0523
 EG0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HBT)
 EG0523'THE STATION WAS VISITED 1-15-65 AND ALL MARKS WERE FOUND IN GOOD
 EG0523'CONDITION.
 EG0523'
 EG0523'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF THE TUPELO
 EG0523'AND ABOUT 1 MILE
 EG0523'NORTHWEST OF THE VILLAGE OF VERONA, ON THE HIGHEST HILL
 EG0523'IN THE VICINITY, 0.1 MILE
 EG0523'SOUTHWEST OF A SMALL POND ON THE NORTH SIDE
 EG0523'OF THE HILL, 48 FEET NORTH OF A SMALL CEDAR
 EG0523'TREE, 18, FEET SOUTHEAST
 EG0523'OF A FENCE CORNER, 15 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 EG0523'12 FEET SOUTH OF
 EG0523'AN EAST-WEST FENCE LINE IN THE NORTHWEST CORNER OF A GARDEN
 EG0523'PLOT AND 1 FOOT SOUTHWEST
 EG0523'OF A METAL WITNESS POST.  IT IS A STANDARD
 EG0523'DISK, STAMPED BICKERSTAFF 1935, 12 INCHES
 EG0523'BELOW THE SURFACE OF THE
 EG0523'GROUND.
 EG0523'
 EG0523'REFERENCE MARK NO 1 IS 60.33 FEET EAST OF THE STATION AND 1 FOOT
 EG0523'SOUTH OF A FENCE LINE.
 EG0523'IT IS A STANDARD DISK, STAMPED BICKERSTAFF NO 1 1935
 EG0523'FLUSH WITH THE GROUND.
 EG0523'
 EG0523'REFERENCE MARK NO 2 IS 77.94 FEET SOUTH OF THE STATION, 3 FEET EAST
 EG0523'OF A NORTH-SOUTH
 EG0523'LINE.  IT IS A STANDARD DISK, STAMPED BICKERSTAFF NO 1
 EG0523'1935 PROJECTING 3 INCHES.
 EG0523'
 EG0523'TO REACH THE STATION FROM THE MAIN CROSS STREET IN VERONA, GO NORTH
 EG0523'ON U S HIGHWAY 45
 EG0523'FOR 0.65 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 EG0523'WEST FOR 0.5 MILE TO A DRIVEWAY
 EG0523'RIGHT, TURN RIGHT AND GO 0.15 MILE TO
 EG0523'A LARGE HOUSE ON THE LEFT, PASS THROUGH PASTURE
 EG0523'GATE AND TURN LEFT
 EG0523'AND GO NORTHWEST FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 EG0523'STATION.
 EG0523
 EG0523                          STATION RECOVERY (1965)
 EG0523
 EG0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AMK)
 EG0523'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION,
 EG0523'THE AZIMUTH MARK
 EG0523'WAS DESTROYED AT THIS DATE AT THE REQUEST OF THE
 EG0523'PROPERTY OWNER.  A NEW AZIMUTH MARK
 EG0523'WAS NOT ESTABLISHED AT THIS DATE,
 EG0523'BUT SEVERAL MORE INTERSECTION STATIONS WERE CUT IN
 EG0523'FROM THE STATION
 EG0523'AND CAN BE USED AS AZIMUTH FROM THE STATION SINCE THEY ARE ALL
 EG0523'VISIBLE FROM THE
 EG0523'GROUND.  A NEW DESCRIPTION FOLLOWS-
 EG0523'
 EG0523'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF THE STATION
 EG0523'AND ABOUT 1 MILE
 EG0523'NORTHWEST OF THE VILLAGE OF VERONA, ON THE HIGHEST
 EG0523'HILL IN THE VICINITY, 0.1 MILE
 EG0523'SOUTHWEST OF A SMALL POND ON THE NORTH
 EG0523'SIDE OF THE HILL, 48 FEET NORTH OF A SMALL CEDAR
 EG0523'TREE, 18 FEET
 EG0523'SOUTHEAST OF A FENCE CORNER, 15 FEET EAST OF A NORTH-SOUTH FENCE
 EG0523'LINE, 12 FEET
 EG0523'SOUTH OF AN EAST-WEST FENCE LINE, IN THE NORTHWEST
 EG0523'CORNER OF A GARDEN PLOT AND 1
 EG0523'FOOT SOUTHWEST OF A MEAL WITNESS POST.
 EG0523'IT IS A STANDARD DISK, STAMPED BICKERSTAFF 1935,
 EG0523'12 INCHES BELOW THE
 EG0523'SURFACE OF THE GROUND.
 EG0523'
 EG0523'REFERENCE MARK NO 1 IS 60.33 FEET EAST OF THE STATION AND 1 FOOT
 EG0523'SOUTH OF A FENCE
 EG0523'LINE.  IT IS A STANDARD DISK, STAMPED BICKERSTAFF NO
 EG0523'1 1935 FLUSH WITH THE GROUND.
 EG0523'
 EG0523'REFERENCE MARK NO 2 IS 77.94 FEET SOUTH OF THE STATION, 3 FEET EAST
 EG0523'OF A NORTH-SOUTH
 EG0523'LINE.  IT IS A STANDARD DISK, STAMPED BICKERSTAFF NO
 EG0523'1 1935 PROJECTING 3 INCHES.
 EG0523'
 EG0523'TO REACH THE STATION FROM THE MAIN CROSS STREET IN VERONA, GO NORTH
 EG0523'ON U S HIGHWAY 45
 EG0523'FOR 0.65 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 EG0523'WEST FOR 0.5 MILE TO A DRIVEWAY
 EG0523'RIGHT, TURN RIGHT AND GO 0.15 MILE TO
 EG0523'A LARGE HOUSE ON THE LEFT, PASS THROUGH PASTURE
 EG0523'GATE AND TURN LEFT
 EG0523'AND GO NORTHWEST FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 EG0523'STATION.
 EG0523
 EG0523                          STATION RECOVERY (1965)
 EG0523
 EG0523'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0523'1.35 MI NW FROM VERONA.
 EG0523'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT MAIN STREET AND U. S.
 EG0523'HIGHWAY 45 IN VERONA GO NORTH ON U. S. HIGHWAY 45 FOR 0.65 MILE TO A
 EG0523'SIDE ROAD LEFT, JUST NORTH OF THE VERONA MOTEL, TURN LEFT, WEST AND GO
 EG0523'0.5 MILE TO THE TOP OF A GRADE AND A DRIVEWAY ON THE RIGHT, TURN
 EG0523'RIGHT, NORTH AND GO 0.15 MILE TO A LARGE BRICK HOUSE ON THE LEFT,
 EG0523'CONTINUE NORTH AND PASS THROUGH GAP, TURN SHARP LEFT, THEN RIGHT AND
 EG0523'GO 0.2 MILE NORTHWEST TO THE TOP OF THE HILL AND THE MARK.  THE MARK
 EG0523'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 48
 EG0523'FEET NORTHEAST OF A SMALL CEDAR TREE, 18 FEET SOUTHEAST OF A FENCE
 EG0523'CORNER IN THE NORTHWEST CORNER OF A SMALL GARDEN PLOT, 15 FEET EAST OF
 EG0523'THE NORTH-SOUTH FENCE LINE, 12 FEET SOUTH OF THE EAST-WEST FENCE LINE,
 EG0523'1 FOOT SOUTHWEST OF A METAL WITNESS POST AND 10 INCHES BELOW THE
 EG0523'GROUND SURFACE.
 EG0523
 EG0523                          STATION RECOVERY (1967)
 EG0523
 EG0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG0523'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EG0523'CONDITION.  A NEW
 EG0523'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE
 EG0523'DISTANCE AND DIRECTIONS TO ALL MARKS
 EG0523'CHECKED.
 EG0523'
 EG0523'A NEW DESCRIPTION FOLLOWS-
 EG0523'
 EG0523'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL ABOUT 350 FEET
 EG0523'SOUTHWEST OF A
 EG0523'POND, 3.5 MILES SOUTH-SOUTHWEST OF TUPELO, 1 MILE
 EG0523'NORTHWEST OF THE VILLAGE OF
 EG0523'VERONA AND ON THE PROPERTY OF DR A S
 EG0523'KELLUM.
 EG0523'
 EG0523'TO REACH THE STATION FROM THE POST OFFICE IN VERONA, GO NORTH ON U S
 EG0523'HIGHWAY 45 FOR 1.1
 EG0523'MILES TO A SIDE STREET LEFT (GREEN STREET).  TURN
 EG0523'LEFT AND GO NORTHWEST ON GREEN STREET
 EG0523'FOR 0.35 MILE TO A SIDE STREET
 EG0523'LEFT (BICKERSTAFF STREET).  TURN LEFT AND GO WEST ON
 EG0523'BICKERSTAFF
 EG0523'STREET FOR 0.25 MILE TO A HOUSE ON THE LEFT.  TURN LEFT AND GO SOUTH
 EG0523'ON THE WEST SIDE
 EG0523'OF THE HOUSE FOR 0.05 MILE TO A WIRE GATE AND THE
 EG0523'AZIMUTH MARK EAST OF THE GATE.
 EG0523'PASS THROUGH THE GATE AND GO
 EG0523'SOUTHWEST AND SOUTH ON A TRACK ROAD FOR 0.3 MILE
 EG0523'TO THE STATION ON
 EG0523'THE HIGHEST POINT IN THE VICINITY.
 EG0523'
 EG0523'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 EG0523'
 EG0523'STATION MARK, STAMPED BICKERSTAFF 1935, IS 12 INCHES BELOW THE
 EG0523'SURFACE OF THE
 EG0523'GROUND.  IT IS 1.1 FOOT WEST OF A METAL WITNESS POST,
 EG0523'11 FEET SOUTH OF A FENCE, 14 FEET
 EG0523'EAST OF A FENCE AND 17 FEET
 EG0523'SOUTHEAST OF A FENCE CORNER.
 EG0523'
 EG0523'R M 1, STAMPED BICKERSTAFF NO 1 1935 IS FLUSH WITH THE SURFACE OF THE
 EG0523'GROUND.  IT IS 0.5
 EG0523'SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS
 EG0523'POST AND 81 FEET EAST OF A FENCE.
 EG0523'
 EG0523'R M 2, STAMPED BICKERSTAFF NO 2 1935, PROJECTS 4 INCHES.  IT IS 3
 EG0523'FEET EAST OF A
 EG0523'FENCE, 3.5 FEET EAST OF A METAL WITNESS POST AND 88
 EG0523'FEET SOUTH OF A FENCE, 3.5 FEET
 EG0523'EAST OF A METAL WITNESS POST AND 88
 EG0523'FEET SOUTH OF A FENCE.
 EG0523'
 EG0523'AZIMUTH MARK, STAMPED BICKERSTAFF 1935 AZI 2 1967, PROJECTS 6 INCHES.
 EG0523'IT IS 1.3 FEET
 EG0523'SOUTH OF A METAL WITNESS POST, 18 FEET WEST OF A FENCE
 EG0523'LINE, 27 FEET NORTHWEST OF A 12
 EG0523'INCH ASH TREE AND 130 FEET
 EG0523'EAST SOUTHEAST OF A WIRE GATE.
 EG0523'
 EG0523'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EG0523
 EG0523                          STATION RECOVERY (1980)
 EG0523
 EG0523'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 EG0523'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 EG0523
 EG0523                          STATION RECOVERY (1980)
 EG0523
 EG0523'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EG0523'RECOVERED IN GOOD CONDITION.
 EG0523
 EG0523                          STATION RECOVERY (1983)
 EG0523
 EG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0523'NOT RECOVERED DUE TO CONSTRUCTION OF A NEW HOUSING DISTRICT.
 EG0523
 EG0523                          STATION RECOVERY (1988)
 EG0523
 EG0523'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AT)
 EG0523'RECOVERED IN GOOD CONDITION.
 EG0523
 EG0523                          STATION RECOVERY (2006)
 EG0523
 EG0523'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (JCD)
 EG0523'RECOVERED AS DESRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0522 ***********************************************************************
 EG0522  DESIGNATION -  BICKERSTAFF RM 1
 EG0522  PID         -  EG0522
 EG0522  STATE/COUNTY-  MS/LEE
 EG0522  USGS QUAD   -  VERONA (1986)
 EG0522
 EG0522                         *CURRENT SURVEY CONTROL
 EG0522  ___________________________________________________________________
 EG0522* NAD 83(1986)-  34 12 35.     (N)    088 43 50.     (W)     SCALED    
 EG0522* NAVD 88     -       116.035  (meters)     380.69   (feet)  ADJUSTED  
 EG0522  ___________________________________________________________________
 EG0522  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0522  DYNAMIC HT  -         115.919 (meters)     380.31  (feet)  COMP
 EG0522  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EG0522
 EG0522  VERT ORDER  -  SECOND    CLASS 0
 EG0522
 EG0522.The horizontal coordinates were scaled from a topographic map and have
 EG0522.an estimated accuracy of +/- 6 seconds.
 EG0522
 EG0522.The orthometric height was determined by differential leveling
 EG0522.and adjusted in June 1991.
 EG0522
 EG0522.The geoid height was determined by GEOID03.
 EG0522
 EG0522.The dynamic height is computed by dividing the NAVD 88
 EG0522.geopotential number by the normal gravity value computed on the
 EG0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0522.degrees latitude (g = 980.6199 gals.).
 EG0522
 EG0522.The modeled gravity was interpolated from observed gravity values.
 EG0522
 EG0522;                    North         East    Units  Estimated Accuracy
 EG0522;SPC MS E     -   522,210.      309,470.      MT  (+/- 180 meters Scaled)
 EG0522
 EG0522                          SUPERSEDED SURVEY CONTROL
 EG0522
 EG0522  NGVD 29 (??/??/92)  115.978  (m)          380.50   (f) ADJ UNCH    2 0
 EG0522
 EG0522.Superseded values are not recommended for survey control.
 EG0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0522.See file dsdata.txt to determine how the superseded data were derived.
 EG0522
 EG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC405867(NAD 83)
 EG0522_MARKER: DR = REFERENCE MARK DISK
 EG0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0522_STAMPING: BICKERSTAFF RM. 1 1935
 EG0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0522+STABILITY: SURFACE MOTION
 EG0522
 EG0522  HISTORY     - Date     Condition        Report By
 EG0522  HISTORY     - 1935     MONUMENTED       CGS
 EG0522  HISTORY     - 1965     GOOD             MSHD
 EG0522  HISTORY     - 1980     GOOD             LOCSUR
 EG0522  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0522  HISTORY     - 1988     GOOD             MSU
 EG0522
 EG0522                          STATION DESCRIPTION
 EG0522
 EG0522'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0522'1.35 MI NW FROM VERONA.
 EG0522'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT MAIN STREET AND U. S.
 EG0522'HIGHWAY 45 IN VERONAL GO NORTH ON U. S. HIGHWAY 45 FOR 0.65 MILE TO A
 EG0522'SIDE ROAD LEFT, JUST NORTH OF THE VERONA MOTEL, TURN LEFT, WEST AND GO
 EG0522'0.5 MILE TO THE TOP OF A GRADE AND A DRIVEWAY ON THE RIGHT, TURN
 EG0522'RIGHT, NORTH AND GO 0.15 MILE TO A LARGE BRICK HOUSE ON THE LEFT,
 EG0522'CONTINUE NORTH AND PASS THROUGH GAP, TURN SHARP LEFT, THEN RIGHT AND
 EG0522'GO 0.2 MILE NORTHWEST TO THE TOP OF THE HILL AND THE MARK.  THE MARK
 EG0522'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS
 EG0522'66.33 FEET EAST OF STATION BICKERSTAFF 1935, 1.0 FOOT SOUTH OF AN
 EG0522'EAST-WEST FENCE LINE AND FLUSH WITH THE GROUND.
 EG0522
 EG0522                          STATION RECOVERY (1980)
 EG0522
 EG0522'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EG0522'RECOVERED IN GOOD CONDITION.
 EG0522
 EG0522                          STATION RECOVERY (1983)
 EG0522
 EG0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0522'NOT RECOVERED, CONSTRUCTION OF NEW HOUSING DISTRICT IN AREA.
 EG0522
 EG0522                          STATION RECOVERY (1988)
 EG0522
 EG0522'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AT)
 EG0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0524 ***********************************************************************
 EG0524  DESIGNATION -  BICKERSTAFF RM 2
 EG0524  PID         -  EG0524
 EG0524  STATE/COUNTY-  MS/LEE
 EG0524  USGS QUAD   -  VERONA (1986)
 EG0524
 EG0524                         *CURRENT SURVEY CONTROL
 EG0524  ___________________________________________________________________
 EG0524* NAD 83(1986)-  34 12 35.     (N)    088 43 50.     (W)     SCALED    
 EG0524* NAVD 88     -       114.561  (meters)     375.86   (feet)  ADJUSTED  
 EG0524  ___________________________________________________________________
 EG0524  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0524  DYNAMIC HT  -         114.446 (meters)     375.48  (feet)  COMP
 EG0524  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EG0524
 EG0524  VERT ORDER  -  SECOND    CLASS 0
 EG0524
 EG0524.The horizontal coordinates were scaled from a topographic map and have
 EG0524.an estimated accuracy of +/- 6 seconds.
 EG0524
 EG0524.The orthometric height was determined by differential leveling
 EG0524.and adjusted in June 1991.
 EG0524
 EG0524.The geoid height was determined by GEOID03.
 EG0524
 EG0524.The dynamic height is computed by dividing the NAVD 88
 EG0524.geopotential number by the normal gravity value computed on the
 EG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0524.degrees latitude (g = 980.6199 gals.).
 EG0524
 EG0524.The modeled gravity was interpolated from observed gravity values.
 EG0524
 EG0524;                    North         East    Units  Estimated Accuracy
 EG0524;SPC MS E     -   522,210.      309,470.      MT  (+/- 180 meters Scaled)
 EG0524
 EG0524                          SUPERSEDED SURVEY CONTROL
 EG0524
 EG0524  NGVD 29 (??/??/92)  114.503  (m)          375.67   (f) ADJ UNCH    2 0
 EG0524
 EG0524.Superseded values are not recommended for survey control.
 EG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0524.See file dsdata.txt to determine how the superseded data were derived.
 EG0524
 EG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC405867(NAD 83)
 EG0524_MARKER: DR = REFERENCE MARK DISK
 EG0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0524_STAMPING: BICKERSTAFF RM. 2 1935
 EG0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0524+STABILITY: SURFACE MOTION
 EG0524
 EG0524  HISTORY     - Date     Condition        Report By
 EG0524  HISTORY     - 1935     MONUMENTED       CGS
 EG0524  HISTORY     - 1965     GOOD             MSHD
 EG0524  HISTORY     - 1980     GOOD             LOCSUR
 EG0524  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0524  HISTORY     - 1988     GOOD             MSU
 EG0524
 EG0524                          STATION DESCRIPTION
 EG0524
 EG0524'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0524'1.35 MI NW FROM VERONA.
 EG0524'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT MAIN STREET AND U. S.
 EG0524'HIGHWAY 45 IN VERONA GO NORTH ON U. S. HIGHWAY 45 FOR 0.65 MILE TO A
 EG0524'SIDEROAD LEFT, JUST NORTH OF THE VERONA MOTEL, TURN LEFT, WEST AND GO
 EG0524'0.5 MILE TO THE TOP OF A GRADE AND A DRIVEWAY ON THE RIGHT, TURN
 EG0524'RIGHT, NORTH AND GO 0.15 MILE TO A LARGE BRICK HOUSE ON THE LEFT,
 EG0524'CONTINUE NORTH AND PASS THROUGH GAP, TURN SHARP LEFT THEN RIGHT, AND
 EG0524'GO 0.2 MILE NORTHWEST TO THE TOP OF THE HILL AND THE MARK.  THE MARK
 EG0524'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS
 EG0524'77.94 FEET SOUTH OF TRIANGULATION STATION BICKERSTAFF 1935, 3 FEET
 EG0524'EAST OF A NORTH-SOUTH FENCE LINE AND PROJECTS 4 INCHES.
 EG0524
 EG0524                          STATION RECOVERY (1980)
 EG0524
 EG0524'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EG0524'RECOVERED IN GOOD CONDITION.
 EG0524
 EG0524                          STATION RECOVERY (1983)
 EG0524
 EG0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0524'NOT RECOVERED, NEW HOUSING DISTRICT HAS BEEN CONSTRUCTED IN AREA.
 EG0524
 EG0524                          STATION RECOVERY (1988)
 EG0524
 EG0524'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AT)
 EG0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2035 ***********************************************************************
 BH2035  DESIGNATION -  BIG
 BH2035  PID         -  BH2035
 BH2035  STATE/COUNTY-  MS/JACKSON
 BH2035  USGS QUAD   -  BIG POINT (1982)
 BH2035
 BH2035                         *CURRENT SURVEY CONTROL
 BH2035  ___________________________________________________________________
 BH2035* NAD 83(1993)-  30 34 06.85244(N)    088 29 03.18618(W)     ADJUSTED  
 BH2035* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BH2035  ___________________________________________________________________
 BH2035  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BH2035  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH2035  HORZ ORDER  -  SECOND
 BH2035
 BH2035.The horizontal coordinates were established by classical geodetic methods
 BH2035.and adjusted by the National Geodetic Survey in May 1994.
 BH2035
 BH2035.The orthometric height was scaled from a topographic map.
 BH2035
 BH2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2035
 BH2035.The geoid height was determined by GEOID03.
 BH2035
 BH2035;                    North         East     Units Scale Factor Converg.
 BH2035;SPC MS E     -   118,500.210   333,489.554   MT  0.99996383   +0 10 39.2
 BH2035;SPC MS E     -   388,779.44  1,094,123.65   sFT  0.99996383   +0 10 39.2
 BH2035;SPC AL W     -    63,438.349   505,586.470   MT  1.00004326   -0 30 02.1
 BH2035;UTM  16      - 3,382,727.964   357,665.884   MT  0.99984992   -0 45 17.8
 BH2035
 BH2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2035!SPC MS E     -   1.00000213  x   0.99996383  =   0.99996596
 BH2035!SPC AL W     -   1.00000213  x   1.00004326  =   1.00004539
 BH2035!UTM  16      -   1.00000213  x   0.99984992  =   0.99985205
 BH2035
 BH2035|---------------------------------------------------------------------|
 BH2035| PID    Reference Object                     Distance      Geod. Az  |
 BH2035|                                                           dddmmss.s |
 BH2035| BH0207 BIG RM 2                             12.330 METERS 10027     |
 BH2035| BH0210 BANK                                APPROX. 2.7 KM 1861505.1 |
 BH2035| BH0209 BIG RM 1                             20.250 METERS 27712     |
 BH2035| DD7559 BIG AZ MK                                          2801607.6 |
 BH2035|---------------------------------------------------------------------|
 BH2035
 BH2035                          SUPERSEDED SURVEY CONTROL
 BH2035
 BH2035  NAD 83(1993)-  30 34 06.85926(N)    088 29 03.18144(W) AD(       ) 2
 BH2035  NAD 83(1986)-  30 34 06.87565(N)    088 29 03.18228(W) AD(       ) 2
 BH2035  NAD 27      -  30 34 06.16400(N)    088 29 03.13300(W) AD(       ) 2
 BH2035
 BH2035.Superseded values are not recommended for survey control.
 BH2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2035.See file dsdata.txt to determine how the superseded data were derived.
 BH2035
 BH2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5766682728(NAD 83)
 BH2035_MARKER: DS = TRIANGULATION STATION DISK
 BH2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2035
 BH2035  HISTORY     - Date     Condition        Report By
 BH2035  HISTORY     - 1921     MONUMENTED       CGS
 BH2035  HISTORY     - 1930     GOOD             CGS
 BH2035  HISTORY     - 1935     GOOD             CGS
 BH2035  HISTORY     - 1943     GOOD             CGS
 BH2035
 BH2035                          STATION DESCRIPTION
 BH2035
 BH2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2035'STATION BIG IS 2-1/2 MILES N OF NUT BANK ON E (RIGHT) SIDE OF TRACK,
 BH2035'1/4 MILE N OF WHERE MAIN ROAD CROSSES A AND M TRACK, 175 METERS
 BH2035'N OF MILEPOST P 16.  ALSO ON APEX OF FIRST RISE N OF SAID ROAD
 BH2035'CROSSING, 4.35 METERS OR 14.27 FEET E OF E AND NEAREST RAIL.
 BH2035'
 BH2035'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BH2035'CONCRETE.
 BH2035'
 BH2035'REFERENCE MARK NO. 1 ON W SIDE OF TRACK.
 BH2035'
 BH2035'REFERENCE MARK NO. 2 ON E SIDE OF TRACK.
 BH2035
 BH2035                          STATION RECOVERY (1930)
 BH2035
 BH2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH2035'RECOVERED EASILY.  DESCRIPTION FITS.  A NEW STATION, BIG 2 WAS
 BH2035'ESTABLISHED 7-1/2 METERS E OF BIG (1921).  IT WAS
 BH2035'CONNECTED WITH BIG BY ANGLE AND DIRECT MEASUREMENT.  MARKS IN GOOD
 BH2035'CONDITION.
 BH2035
 BH2035                          STATION RECOVERY (1935)
 BH2035
 BH2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH2035'STATION AND TWO REFERENCE MARKS RECOVERED AND IN GOOD CONDITION.  FOR
 BH2035'RECOVERY DESCRIPTION SEE BIG 2.
 BH2035
 BH2035                          STATION RECOVERY (1943)
 BH2035
 BH2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2035'RECOVERED, SEE RECOVERY NOTE FOR BIG 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2412 ***********************************************************************
 BH2412  DESIGNATION -  BIG
 BH2412  PID         -  BH2412
 BH2412  STATE/COUNTY-  MS/HARRISON
 BH2412  USGS QUAD   -  BILOXI (1992)
 BH2412
 BH2412                         *CURRENT SURVEY CONTROL
 BH2412  ___________________________________________________________________
 BH2412* NAD 83(1993)-  30 26 49.00057(N)    088 53 29.81603(W)     ADJUSTED  
 BH2412* NAVD 88     -        12.625  (meters)      41.42   (feet)  ADJUSTED  
 BH2412  ___________________________________________________________________
 BH2412  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2412  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH2412  DYNAMIC HT  -          12.608 (meters)      41.36  (feet)  COMP
 BH2412  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 BH2412
 BH2412  HORZ ORDER  -  SECOND
 BH2412  VERT ORDER  -  SECOND    CLASS II
 BH2412
 BH2412.The horizontal coordinates were established by classical geodetic methods
 BH2412.and adjusted by the National Geodetic Survey in May 1994.
 BH2412
 BH2412.The orthometric height was determined by differential leveling
 BH2412.and adjusted in May 1996.
 BH2412
 BH2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2412
 BH2412.The geoid height was determined by GEOID03.
 BH2412
 BH2412.The dynamic height is computed by dividing the NAVD 88
 BH2412.geopotential number by the normal gravity value computed on the
 BH2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2412.degrees latitude (g = 980.6199 gals.).
 BH2412
 BH2412.The modeled gravity was interpolated from observed gravity values.
 BH2412
 BH2412;                    North         East     Units Scale Factor Converg.
 BH2412;SPC MS E     -   104,966.905   294,402.214   MT  0.99995039   -0 01 46.3
 BH2412;SPC MS E     -   344,378.92    965,884.60   sFT  0.99995039   -0 01 46.3
 BH2412;UTM  16      - 3,369,831.846   318,364.962   MT  1.00000701   -0 57 31.8
 BH2412
 BH2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2412!SPC MS E     -   1.00000248  x   0.99995039  =   0.99995287
 BH2412!UTM  16      -   1.00000248  x   1.00000701  =   1.00000949
 BH2412
 BH2412:                Primary Azimuth Mark                     Grid Az
 BH2412:SPC MS E     -  RNG KEESLER BIX                          008 09 07.1
 BH2412:UTM  16      -  RNG KEESLER BIX                          009 04 52.6
 BH2412
 BH2412|---------------------------------------------------------------------|
 BH2412| PID    Reference Object                     Distance      Geod. Az  |
 BH2412|                                                           dddmmss.s |
 BH2412| BH2414 RNG KEESLER BIX                     APPROX. 0.6 KM 0080720.8 |
 BH2412| BH3013 BIG RM 1                             24.040 METERS 05421     |
 BH2412| BH2410 BILOXI RAD STA WLOX MAST            APPROX. 6.0 KM 1815819.7 |
 BH2412| BH3012 BIG RM 2                             27.939 METERS 18732     |
 BH2412| BH2420 BILOXI KEESLER FIELD EAST TK        APPROX. 4.4 KM 1962329.1 |
 BH2412| BH2419 KEESLER FIELD HOSP PENTHOUSE        APPROX. 4.2 KM 2052447.0 |
 BH2412| BH2426 BILOXI KEESLER FIELD WEST TK        APPROX. 6.1 KM 2123002.5 |
 BH2412| BH2415 KEESLER FIELD WEATHER TOWER         APPROX. 5.2 KM 2124735.2 |
 BH2412| BH2427 KEESLER FIELD CONTROL TOWER         APPROX. 5.3 KM 2145214.8 |
 BH2412| BH2422 KEESLER FIELD AN CPS 6B TOWER       APPROX. 7.9 KM 2361326.3 |
 BH2412| DD7560 BIG AZ MK                                          3595336.3 |
 BH2412|---------------------------------------------------------------------|
 BH2412
 BH2412                          SUPERSEDED SURVEY CONTROL
 BH2412
 BH2412  NAD 83(1993)-  30 26 49.01680(N)    088 53 29.81051(W) AD(       ) 2
 BH2412  NAD 83(1986)-  30 26 49.02040(N)    088 53 29.80657(W) AD(       ) 2
 BH2412  NAD 27      -  30 26 48.30500(N)    088 53 29.69900(W) AD(       ) 2
 BH2412
 BH2412.Superseded values are not recommended for survey control.
 BH2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2412.See file dsdata.txt to determine how the superseded data were derived.
 BH2412
 BH2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1836569832(NAD 83)
 BH2412_MARKER: DS = TRIANGULATION STATION DISK
 BH2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2412_SP_SET: CONCRETE POST
 BH2412_STAMPING: BIG 1958
 BH2412_MARK LOGO: CGS   
 BH2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2412+STABILITY: SURFACE MOTION
 BH2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2412+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2009
 BH2412
 BH2412  HISTORY     - Date     Condition        Report By
 BH2412  HISTORY     - 1958     MONUMENTED       CGS
 BH2412  HISTORY     - 1958     GOOD             CGS
 BH2412  HISTORY     - 1972     GOOD             MSHD
 BH2412  HISTORY     - 1980     GOOD             MSSU
 BH2412  HISTORY     - 19860312 GOOD             MSHD
 BH2412  HISTORY     - 20060314 MARK NOT FOUND   MSSU
 BH2412  HISTORY     - 20090105 GOOD             MSDOT
 BH2412
 BH2412                          STATION DESCRIPTION
 BH2412
 BH2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2412'STATION IS ABOUT 1.3 MILES NORTH OF THE MAIN CROSSROADS AND TRAFFIC
 BH2412'LIGHT IN THE VILLAGE OF SEYMORE, IN SECTION 9, T 7 S, R 9 W AND
 BH2412'ON THE RIGHT-OF-WAY OF LAMEY BRIDGE ROAD AND ABOUT 3-1/2 MILES NORTH
 BH2412'OF BILOXI.
 BH2412'
 BH2412'STATION MARKS ARE STANDARD DISKS, STAMPED BIG 1958.  THE SURFACE MARK
 BH2412'IS SET IN AN 11-INCH SQUARE CONCRETE POST FLUSH WITH THE
 BH2412'GROUND SURFACE.  IT IS 129 FEET NORTH OF THE CENTER OF BIG BRIDGE
 BH2412'ROAD, 36.6 FEET WEST OF THE CENTER OF THE LAMEY BRIDGE ROAD, 79.3
 BH2412'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 40.3 FEET
 BH2412'NORTH-NORTHEAST OF A POWERLINE POLE SERVICING THE HOUSE
 BH2412'AND 15 FEET EAST OF A YARD AND RIGHT-OF-WAY FENCE.  A 4 INCH X 4 INCH
 BH2412'WHITE WITNESS POST WAS SET 79 FEET NORTHEAST OF THE MARK.
 BH2412'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 BH2412'INCHES BELOW THE GROUND SURFACE.
 BH2412'
 BH2412'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1958, SET IN AN
 BH2412'11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 BH2412'29.3 FEET EAST OF THE CENTER OF LAMEY BRIDGE ROAD, 5.6 FEET SOUTHEAST
 BH2412'OF A POWERLINE POLE, 3 FEET SOUTHWEST OF A YARD FENCE CORNER
 BH2412'AND 1 FOOT NORTH OF THE WITNESS POST.
 BH2412'
 BH2412'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1958, SET IN AN
 BH2412'11-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 BH2412'SURFACE.  IT IS 51.7 FEET WEST OF THE CENTER OF THE LAMEY BRIDGE
 BH2412'ROAD, 37.6 FEET NORTH OF THE BIG BRIDGE ROAD, 40 FEET EAST OF
 BH2412'THE SOUTHEAST CORNER OF THE HOUSE AND 11.1 FEET NORTH OF THE YARD AND
 BH2412'RIGHT-OF-WAY FENCE CORNER.
 BH2412'
 BH2412'AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1958, SET IN AN 11-INCH
 BH2412'SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 32.0 FEET NORTH
 BH2412'OF THE CENTER OF A GATE, 1 FOOT WEST OF A FENCE ENCLOSING A LOW
 BH2412'FREQUENCY RADIO RANGE STATION AND 27 FEET EAST OF THE CENTER OF
 BH2412'LAMEY BRIDGE ROAD.  A 4 INCH X 4 INCH WHITE WITNESS POST WAS SET 1
 BH2412'FOOT NORTH OF THE MARK.
 BH2412'
 BH2412'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2412
 BH2412                          STATION RECOVERY (1958)
 BH2412
 BH2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 BH2412'RECOVERED IN GOOD CONDITION.
 BH2412
 BH2412                          STATION RECOVERY (1972)
 BH2412
 BH2412'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2412'THE STATION WAS VISITED 2-24-72 AND THE STATION MARK AND RM NO 1 AND
 BH2412'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BH2412'NOT FOUND BUT COULD HAVE BEEN DESTROYED WHEN AN APPROACH TO THE
 BH2412'BRIDGE OVER I-10 WAS BUILT.
 BH2412'
 BH2412'THE STATION IS LOCATED 3.4 MILES NORTH OF BILOXI IN THE NORTHWEST
 BH2412'ANGLE OF THE JUNCTION OF BIG RIDGE ROAD AND LAMEY BRIDGE ROAD IN
 BH2412'THE SOUTHWEST 1/4 OF SECTION 9, T 7S, R 9W.  IT IS 37 FEET WEST OF
 BH2412'THE CENTER OF LAMEY BRIDGE ROAD, 127 FEET NORTH OF THE CENTER
 BH2412'OF BIG RIDGE ROAD, 31.5 FEET NORTH OF THE CENTER OF A DRIVEWAY, 74
 BH2412'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF A FRAME
 BH2412'HOUSE, 59.5 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF
 BH2412'THE HOUSE, 40.5 FEET NORTHEAST OF A POWER POLE SERVING THE
 BH2412'HOUSE, 108.5 FEET NORTH-NORTHEAST OF A 4 FOOT LIVE OAK, 98
 BH2412'FEET NORTH-NORTHWEST OF A STREET MARKER, AND 1 FOOT WEST OF A METAL
 BH2412'WITNESS POST.
 BH2412'
 BH2412'IT IS A TRIANGULATION DISK, STAMPED BIG 1958 FLUSH.
 BH2412'
 BH2412'REFERENCE MARK NO 1 IS 78.87 FEET NORTHEAST OF THE STATION.  IT IS 29
 BH2412'FEET EAST OF THE CENTER OF LAMEY BRIDGE ROAD, 73 FEET SOUTH OF THE
 BH2412'PROJECTED PLANE OF THE SOUTH WALL OF A TAN BRICK HOUSE, 5.5 FEET OF A
 BH2412'POWER POLE, 3.5 FEET SOUTH-SOUTHWEST OF A FENCE CORNER,
 BH2412'152 FEET SOUTH OF THE CENTER OF LAWRENCE BLVD. AND 1 FOOT EAST OF A
 BH2412'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED BIG NO
 BH2412'1 1958 PROJECTING 4 INCHES.
 BH2412'
 BH2412'REFERENCE MARK NO 2 IS 91.65 FEET SOUTH OF THE STATION.  IT IS 52
 BH2412'FEET WEST OF THE CENTER OF LAMEY BRIDGE ROAD, 36 FEET NORTH OF
 BH2412'THE CENTER OF BIG RIDGE ROAD, 32 FEET EAST OF THE SOUTHEAST CORNER OF
 BH2412'THE PORCH OF A FRAME HOUSE, 5 FEET SOUTH OF THE PROJECTED
 BH2412'PLANE OF THE SOUTH WALL OF THE HOUSE, 11 FEET NORTH OF THE SOUTHEAST
 BH2412'CORNER OF THE YARD FENCE, 17 FEET NORTH-NORTHEAST OF A 4 FOOT
 BH2412'LIVE OAK, 25 FEET WEST OF A STREET MARKER AND 1 FOOT EAST OF A METAL
 BH2412'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED BIG NO 2
 BH2412'1958 FLUSH.
 BH2412'
 BH2412'TO REACH THE STATION FROM THE L AND N RAILRAOD STATION IN BILOXI GO
 BH2412'NORTH ON STATE HIGHWAY 63 AND 15 FOR 1.5 MILES TO THE SWING BRIDGE
 BH2412'OVER BILOXI BAY.  CONTINUE NORTH ON HIGHWAY 67 AND 15 FOR 1 MILE TO A
 BH2412'FORK.  TAKE THE RIGHT FORK AND GO NORTH ON LAMEY BRIDGE ROAD FOR 1
 BH2412'MILE TO THE INTERSECTION OF BIG RIDGE ROAD AND THE STATION ON THE
 BH2412'LEFT.
 BH2412'
 BH2412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.4 MILES NORTH OF
 BH2412'BILOXI.
 BH2412
 BH2412                          STATION RECOVERY (1980)
 BH2412
 BH2412'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2412'STATION, RM 1, AND RM 2 RECOVERED IN GOOD CONDITION.
 BH2412
 BH2412                          STATION RECOVERY (1986)
 BH2412
 BH2412'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH2412'MARK IS LOCATED 0.32 KM (0.20 MI) EAST OF I-110 IN DIBERVILLE IN THE
 BH2412'NORTHWEST ANGLE OF THE JUNCTION OF BIG RIDGE ROAD AND LAMEY BRIDGE
 BH2412'ROAD, 5.61 KM (3.50 MI) NORTH OF BILOXI IN SECTION 9, T7S, R9W.  TO
 BH2412'REACH FROM THE LAMEY BRIDGE ROAD BRIDGE OVER I-10 AT THE NORTH EDGE OF
 BH2412'DIBERVILLE, GO SOUTH ON LAMEY BRIDGE ROAD FOR 0.72 KM (0.45 MI) TO A
 BH2412'SIDE ROAD AND THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN
 BH2412'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 38.7 M
 BH2412'(127.0 FT) NORTH OF THE CENTER OF BIG RIDGE ROAD, 33.07 M (108.5 FT)
 BH2412'NORTH NORTHEAST OF A 48 INCH LIVE OAK, 29.9 M (98.1 FT) NORTH NORTH
 BH2412'WEST OF A STREET MARKER, 22.56 M (74.0 FT) NORTHEAST OF THE NORTHEAST
 BH2412'CORNER OF THE PORCH OF A FRAME HOUSE, 18.14 M (59.5 FT) NORTH OF THE
 BH2412'PROJECTED PLANE OF THE NORTH WALL OF THE FRAME HOUSE, 12.34 M
 BH2412'(40.5 FT) NORTHEAST OF A POWER SERVICE POLE, 10.28 M (33.7 FT) WEST OF
 BH2412'THE CENTER OF LAMEY BRIDGE ROAD AND 9.6 M (31.5 FT) NORTH OF THE
 BH2412'CENTER OF A DRIVEWAY.
 BH2412
 BH2412                          STATION RECOVERY (2006)
 BH2412
 BH2412'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (NM)
 BH2412'THE MARK WAS NOT FOUND.  THIS COULD BE AS A RESULT OF HURRICANES THAT
 BH2412'HAVE HIT THE MISSISSIPPI GULF COAST NAMELY HURRICANE KATRINA IN AUGUST
 BH2412'OF 2005.  ALSO THE MARK COULD HAVE BEEN REMOVED BECAUSE OF WIDENING OF
 BH2412'THE ROAD THAT THE MARK IS LOCATED BY.
 BH2412
 BH2412                          STATION RECOVERY (2009)
 BH2412
 BH2412'RECOVERY NOTE BY MS DEPT TRANS 2009
 BH2412'MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2036 ***********************************************************************
 BH2036  DESIGNATION -  BIG 2
 BH2036  PID         -  BH2036
 BH2036  STATE/COUNTY-  MS/JACKSON
 BH2036  USGS QUAD   -  BIG POINT (1982)
 BH2036
 BH2036                         *CURRENT SURVEY CONTROL
 BH2036  ___________________________________________________________________
 BH2036* NAD 83(1993)-  30 34 06.82212(N)    088 29 02.90799(W)     ADJUSTED  
 BH2036* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BH2036  ___________________________________________________________________
 BH2036  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BH2036  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH2036  HORZ ORDER  -  FIRST
 BH2036
 BH2036.The horizontal coordinates were established by classical geodetic methods
 BH2036.and adjusted by the National Geodetic Survey in May 1994.
 BH2036
 BH2036.The orthometric height was scaled from a topographic map.
 BH2036
 BH2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2036
 BH2036.The geoid height was determined by GEOID03.
 BH2036
 BH2036;                    North         East     Units Scale Factor Converg.
 BH2036;SPC MS E     -   118,499.299   333,496.970   MT  0.99996384   +0 10 39.3
 BH2036;SPC MS E     -   388,776.45  1,094,147.98   sFT  0.99996384   +0 10 39.3
 BH2036;SPC AL W     -    63,437.351   505,593.875   MT  1.00004324   -0 30 01.9
 BH2036;UTM  16      - 3,382,726.933   357,673.283   MT  0.99984990   -0 45 17.7
 BH2036
 BH2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2036!SPC MS E     -   1.00000213  x   0.99996384  =   0.99996597
 BH2036!SPC AL W     -   1.00000213  x   1.00004324  =   1.00004537
 BH2036!UTM  16      -   1.00000213  x   0.99984990  =   0.99985203
 BH2036
 BH2036:                Primary Azimuth Mark                     Grid Az
 BH2036:SPC MS E     -  POINT                                    005 27 52.1
 BH2036:SPC AL W     -  POINT                                    006 08 33.3
 BH2036:UTM  16      -  POINT                                    006 23 49.1
 BH2036
 BH2036|---------------------------------------------------------------------|
 BH2036| PID    Reference Object                     Distance      Geod. Az  |
 BH2036|                                                           dddmmss.s |
 BH2036| BH0205 POINT                               APPROX. 1.6 KM 0053831.4 |
 BH2036| BH2028 BEAVER CREEK FIRE TOWER             APPROX.16.7 KM 0505430.0 |
 BH2036| BH0207 BIG RM 2                              4.903 METERS 10509     |
 BH2036| AI2747 BIG 2 RM 3                                         1851200.7 |
 BH2036| BH2035 BIG                                   7.472 METERS 27711     |
 BH2036| BH0209 BIG RM 1                             27.700 METERS 27716     |
 BH2036|---------------------------------------------------------------------|
 BH2036
 BH2036                          SUPERSEDED SURVEY CONTROL
 BH2036
 BH2036  NAD 83(1993)-  30 34 06.82893(N)    088 29 02.90326(W) AD(       ) 1
 BH2036  NAD 83(1986)-  30 34 06.84490(N)    088 29 02.90412(W) AD(       ) 1
 BH2036  NAD 27      -  30 34 06.13300(N)    088 29 02.85500(W) AD(       ) 1
 BH2036
 BH2036.Superseded values are not recommended for survey control.
 BH2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2036.See file dsdata.txt to determine how the superseded data were derived.
 BH2036
 BH2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5767382727(NAD 83)
 BH2036_MARKER: DS = TRIANGULATION STATION DISK
 BH2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2036
 BH2036  HISTORY     - Date     Condition        Report By
 BH2036  HISTORY     - 1930     MONUMENTED       CGS
 BH2036  HISTORY     - 1935     GOOD             CGS
 BH2036  HISTORY     - 1943     GOOD             CGS
 BH2036  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BH2036  HISTORY     - 1968     GOOD             MSHD
 BH2036  HISTORY     - 1973     GOOD             MSHD
 BH2036  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH2036
 BH2036                          STATION DESCRIPTION
 BH2036
 BH2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH2036'ABOUT 11 MILES N AND E OF MOSS POINT, AND 1-1/4 MILES S OF BIG POINT
 BH2036'STATION ON THE MISSISSIPPI EXPORT RAILWAY.
 BH2036'
 BH2036'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BH2036'CONCRETE.
 BH2036'
 BH2036'REFERENCE MARK NO. 1 IS SAME AS REFERENCE MARK NO. 1 OF BIG (1921).
 BH2036'IT IS ON W SIDE OF TRACK, ABOUT 150 METERS N OF MILEPOST 16 AND
 BH2036'ABOUT 15 METERS W OF CENTER OF TRACK.
 BH2036'
 BH2036'REFERENCE MARK NO. 2 IS SAME AS REFERENCE MARK NO. 2 OF BIG (1921)
 BH2036'AND IS OPPOSITE REFERENCE MARK NO. 1 ON E SIDE OF TRACK, NEAR
 BH2036'FENCE LINE AND 4 METERS N OF A LONE PINE SAPLING WITH A TRIANGULAR
 BH2036'BLAZE.  ALL MARKS ABOVE SURFACE.
 BH2036'
 BH2036'REACHED FROM U.S. HIGHWAY 90 AT MOSS POINT BY FOLLOWING ROAD N OVER
 BH2036'TOLL BRIDGE ABOUT 8 MILES TO A ROAD FORK WHERE THE MAIN ROAD BEARS
 BH2036'E AND THE WADE ROAD CONTINUES N.  FOLLOW MAIN ROAD ABOUT 4 MILES TO
 BH2036'BRIGHAMS FARM AND RAILROAD CROSSING, THE FIRST ONE SINCE LEAVING MOSS
 BH2036'POINT.  THE STATION IS ABOUT 400 YARDS N OF THIS CROSSING ON THE E
 BH2036'SIDE OF THE RIGHT-OF-WAY OF THE RAILROAD.  IT IS ABOUT 150
 BH2036'YARDS N OF RAILWAY MILEPOST 16.  THE STATION MARK WAS PLACED ABOUT 7
 BH2036'1/2 METERS E OF THE MARK OF BIG (1921) WHICH IS CLOSE TO THE CUT ON
 BH2036'THE E SIDE OF THE TRACK.
 BH2036'
 BH2036'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BH2036
 BH2036                          STATION RECOVERY (1935)
 BH2036
 BH2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH2036'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  STATION
 BH2036'STAMPED 1921 BIG ECC 1930.
 BH2036'
 BH2036'ABOUT 11 MILES N AND E OF MOSS POINT AND ABOUT 1-1/4 MILES S OF BIG
 BH2036'POINT STATION ON THE MISSISSIPPI EXPORT RAILWAY.
 BH2036'
 BH2036'THE TWO REFERENCE MARKS AND STATION BIG RECOVERED AS DESCRIBED AND IN
 BH2036'GOOD CONDITION.
 BH2036'
 BH2036'A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED NO. 1 BIG ECC. 1921
 BH2036'1930 WAS FOUND APPROXIMATELY 1700 FEET S OF BIG 2.  THERE WAS NO
 BH2036'DESCRIPTION OF THIS REFERENCE MARK.  IT IS APPROXIMATELY 62 FEET E OF
 BH2036'CENTER LINE OF RAILROAD AND 65 FEET N OF THE INTERSECTION OF THE
 BH2036'CENTER LINE OF THE RAILROAD AND CENTER LINE OF ROAD 63.  IT IS IN
 BH2036'GOOD CONDITION.
 BH2036'
 BH2036'TO REACH FROM U.S. HIGHWAY 90 AT MOSS POINT, TAKE STATE ROAD 63 N
 BH2036'OVER FREE BRIDGE FOR 8 MILES TO ROAD FORK, CONTINUE ON ROAD 63 E
 BH2036'FOR 3.1 MILES TO RAILROAD CROSSING.  MILEPOST 16 IS SECTION OF A RAIL
 BH2036'PROJECTING 5 FEET OUT OF THE GROUND ON THE E SIDE OF THE TRACK AND
 BH2036'IS EASILY SEEN FROM CROSSING, WHEN LOOKING N ALONG THE TRACK.
 BH2036
 BH2036                          STATION RECOVERY (1943)
 BH2036
 BH2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2036'STATION BIG 2 WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 BH2036'IS CONFUSING AND INCOMPLETE.  A COMPLETE NEW DESCRIPTION
 BH2036'FOLLOWS-
 BH2036'
 BH2036'THE STATION IS LOCATED ABOUT 11.0 MILES NE OF MOSS POINT AND 1.25
 BH2036'MILES S OF BIG POINT STATION ON THE E SIDE OF THE MISSISSIPPI
 BH2036'EXPORT RAILWAY, BETWEEN THE RAILWAY AND MISSISSIPPI HIGHWAY 63.  THE
 BH2036'MARK IS SET 38.8 FEET E OF THE E RAIL AND IS STAMPED BIG ECC.
 BH2036'1921-1930, AND NOT BIG 2.
 BH2036'
 BH2036'THE ORIGINAL STATION IS STAMPED BIG 1921.  THIS MARK IS LOCATED NEAR
 BH2036'THE RIM OF THE RAILROAD CUT, 14.27 FEET E OF THE E RAIL AND 24.50
 BH2036'FEET W OF BIG ECC. 1921-1930.  THE MARK WAS LEFT STANDING WHILE A
 BH2036'DEEP CUT HAS BEEN MADE ON THE S, W, AND N SIDES.  IT IS THOUGHT THAT
 BH2036'THE MARK WILL BE OF NO FURTHER VALUE AND AFTER A FEW YEARS OF EROSION
 BH2036'WILL PROBABLY MOVE OUT OF POSITION OR BE COMPLETELY DESTROYED.
 BH2036'THE DISK IS STAMPED BIG 1921.
 BH2036'
 BH2036'REFERENCE MARK NO. 1 IS 90.90 FEET W OF STATION BIG ECC. AND ABOUT
 BH2036'6.0 FEET S OF TWO TELEPHONE POLES.  THE DISK IS STAMPED BIG NO.
 BH2036'1 1921.
 BH2036'
 BH2036'REFERENCE MARK NO. 2 IS 16.02 FEET E OF STATION BIG ECC.  THE MARK IS
 BH2036'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BIG NO. 2
 BH2036'1921.
 BH2036'
 BH2036'THE ABOVE MARKS REFERENCE THE ORIGINAL BIG 1921 STATION AND ARE NOW
 BH2036'USED TO REFERENCE BIG ECC. 1921-1930.
 BH2036'
 BH2036'ANOTHER REFERENCE MARK WAS SET IN 1930, PROBABLY MEANT TO BE USED AS
 BH2036'AN AZIMUTH TO STATION BIG ECC. 1921-1930.  THIS MARK IS A BRONZE
 BH2036'REFERENCE DISK STAMPED BIG ECC. NO. 1 1921-1930.  IT IS
 BH2036'APPROXIMATELY 0.3 MILE S OF THE STATION, ABOUT 70.0 FEET N OF
 BH2036'THE RAILROAD CROSSING AND 44.5 FEET E OF THE CENTER LINE OF
 BH2036'MISSISSIPPI HIGHWAY 63.
 BH2036'
 BH2036'TRAVERSE STATION POINT 1921 MAY ALSO BE USED AS AN AZIMUTH.  THIS
 BH2036'MARK IS APPROXIMATELY 1.0 MILE N OF THE STATION, 102 FEET N OF AN
 BH2036'E-W DIRT ROAD, AND 21.5 FEET W OF THE W RAIL OF THE MISSISSIPPI
 BH2036'EXPORT RAILWAY.  THE DISK IS STAMPED POINT 1921.
 BH2036'TO REACH THE STATION FROM BIG ECC. GO N ON MISS. HIGHWAY 63 FOR 0.95
 BH2036'MILE TO A DIRT T-ROAD LEFT, TURN LEFT FOR 0.1 MILE TO THE
 BH2036'RAILROAD CROSSING AND STATION AS DESCRIBED.
 BH2036'
 BH2036'TO REACH STATION BIG 2 FROM LUCEDALE GO S ON MISS. HIGHWAY 63 FOR
 BH2036'22.0 MILES TO THE HURLEY POST OFFICE IN J.B. GIBSONS STORE ON THE
 BH2036'RIGHT.  CONTINUE S ON ROUTE 63 FOR 5.4 MILES TO A RAILROAD CROSSING
 BH2036'JUST S OF BIG POINT STATION.  THEN CONTINUE S ON ROUTE 63 FOR
 BH2036'1.15 MILES TO A POWER-LINE POLE WITH A TRIANGLE BLAZE ON THE RIGHT,
 BH2036'WHICH IS ABOUT 0.05 MILE AFTER PASSING A YELLOW HOUSE ON THE LEFT.
 BH2036'TURN LEFT AT THE BLAZED POLE AND GO W ACROSS A CLEARED FIELD FOR
 BH2036'ABOUT 100 YARDS TO THE RAILWAY AND STATION.
 BH2036
 BH2036                          STATION RECOVERY (1959)
 BH2036
 BH2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2036'THE STATION WAS VISITED 7-8-59 AND THE STATION SURFACE MARK WAS FOUND
 BH2036'DISTURBED.  THE UNDERGROUND MARK, REFERENCE MARKS NO. 1 AND NO. 2
 BH2036'1921, AND REFERENCE MARK NO. 1 1921 1930 WERE FOUND IN GOOD
 BH2036'CONDITION.  THE SURFACE MARK WAS STRAIGHTENED UP AND
 BH2036'PLUMBED IN DIRECTLY OVER THE UNDERGROUND MARK AND STAMPED 1959.
 BH2036'REFERENCE MARKS NO. 1 AND NO. 2 WERE STAMPED 1921, REFERENCE MARK
 BH2036'NO. 1 1921 1930 WAS RESTAMPED NO. 3.  NEITHER THE SURFACE OR THE
 BH2036'UNDERGROUND MARK WAS FOUND FOR BIG 1921.  BIG ECC 1921 1930 IS THE
 BH2036'SAME MARK AS REFERED TO AS BIG 2 1930.  THE MARK WAS FOUND STAMPED
 BH2036'BIG ECC 1921 1930.  A NEW DESCRIPTION FOLLOWS-
 BH2036'
 BH2036'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF MOSS POINT ON THE
 BH2036'RIGHT-OF-WAY OF THE MISSISSIPPI EXPORT RAILROAD, BETWEEN THE
 BH2036'RAILROAD TRACK AND STATE HIGHWAY 63, 0.3 MILE NORTH OF THE FIRST
 BH2036'RAILROAD CROSSING NORTH OF MOSS POINT ALONG STATE HIGHWAY 63,
 BH2036'458 FEET NORTH OF MILEPOST 16, 38.5 FEET EAST OF THE EAST RAIL OF THE
 BH2036'TRACK, 114 FEET SOUTHEAST OF POLE NO. 158 WHERE THE POWER LINE
 BH2036'CROSSES THE TRACK, 108 FEET WEST-SOUTHWEST OF THE POWER POLE BETWEEN
 BH2036'THE TRACK AND THE ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST
 BH2036'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED BIG ECC 1921
 BH2036'1930 1959, PROJECTING 6 INCHES.
 BH2036'
 BH2036'REFERENCE MARK NO. 1 IS 90.88 FEET WEST OF THE STATION, 47 FEET WEST
 BH2036'OF THE WEST RAIL OF THE TRACK, 79 FEET SOUTH OF POWER POLE NO.
 BH2036'158, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST BEARING A WHITE
 BH2036'SIGN.  IT IS A STANDARD DISK, STAMPED BIG NO 1 1921, PROJECTING 1
 BH2036'INCH.
 BH2036'
 BH2036'REFERENCE MARK NO. 2 IS 16.08 FEET EAST OF THE STATION, 54 FEET EAST
 BH2036'OF THE EAST RAIL OF THE TRACK, 92.4 FEET WEST-SOUTHWEST OF
 BH2036'THE POWER POLE BETWEEN THE TRACK AND THE HIGHWAY, AND 18 FEET EAST OF
 BH2036'THE METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BIG NO 2
 BH2036'1921, FLUSH WITH THE GROUND.
 BH2036'
 BH2036'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.3 MILE SOUTH OF THE STATION
 BH2036'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF THE TRACKS AND STATE
 BH2036'HIGHWAY 63, 43.5 FEET EAST OF THE CENTER OF THE HIGHWAY, 103 FEET
 BH2036'NORTHEAST OF THE CENTER OF THE TRACK AND THE HIGHWAY, 4 FEET WEST OF
 BH2036'A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BH2036'STANDARD DISK STAMPED BIG ECC NO 3 1921 1930, PROJECTING 4 INCHES.
 BH2036'
 BH2036'TO REACH THE STATION FROM MOSS POINT GO NORTH ON STATE HIGHWAY 63 FOR
 BH2036'8.0 MILES TO A FORK, CONTINUE NORTH ON STATE HIGHWAY 63 FOR 3.1
 BH2036'MILES TO A RAILROAD CROSSING AND THE STATION 0.3 MILE NORTH ALONG THE
 BH2036'TRACK.
 BH2036
 BH2036                          STATION RECOVERY (1968)
 BH2036
 BH2036'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2036'THE STATION WAS VISITED 6-25-68 AND THE STATION MARK, REFERENCE MARK
 BH2036'NO. 1, NO. 2 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 BH2036'
 BH2036'THE STATION IS LOCATED 6.5 MILES SOUTH SOUTHEAST OF HURLEY AND 11.4
 BH2036'MILES NORTHEAST OF MOSS POINT IN THE NORTHEAST 1/4 OF SECTION 33, T
 BH2036'5S, R 5W AND ON PROPERTY OWNED BY THE MISSISSIPPI EXPORT RAILROAD.
 BH2036'IT IS 458 FEET NORTH OF MILE POST 16, 39 FEET EAST OF THE EAST
 BH2036'RAIL, 114.5 FEET SOUTHEAST OF A TELEPHONE LINE POLE WITH A GUY WIRE,
 BH2036'34 FEET SOUTHWEST OF A 12 INCH PINE AND 1.5 FEET EAST OF A METAL
 BH2036'WITNESS POST.
 BH2036'
 BH2036'IT IS A STANDARD TRIANGULATION DISK, STAMPED 1921 BIG ECC 1930 1959
 BH2036'PROJECTING 6 INCHES.
 BH2036'
 BH2036'REFERENCE MARK NO. 1 IS 90.88 FEET WEST OF THE STATION.  IT IS 47.5
 BH2036'FEET WEST OF THE WEST RAIL, 79 FEET SOUTH OF A TELEPHONE LINE
 BH2036'POLE WITH A GUY WIRE, 61.5 FEET SOUTHEAST OF A 12 INCH PINE AND 1
 BH2036'FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BH2036'STAMPED 1921 BIG NO 1 FLUSH WITH THE GROUND.
 BH2036'
 BH2036'REFERENCE MARK NO. 2 IS 16.08 FEET EAST OF THE STATION.  IT IS 56
 BH2036'FEET EAST OF THE EAST RAIL, 20 FEET SOUTHWEST OF A 12 INCH PINE
 BH2036'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 BH2036'MARK DISK, STAMPED BIG NO 2 1921 FLUSH WITH THE GROUND.
 BH2036'
 BH2036'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 106.95 FEET.
 BH2036'
 BH2036'REFERENCE MARK NO. 3 IS 0.3 MILE SOUTH OF THE STATION.  IT IS 101
 BH2036'FEET NORTHEAST OF THE CENTER OF THE CROSSING, 44.5 FEET EAST OF
 BH2036'THE CENTER OF HIGHWAY 613, 59.5 FEET EAST OF THE EAST RAIL, 63 FEET
 BH2036'NORTH OF A GAS METER, 36 FEET WEST OF THE EXTENDED WEST WALL OF A
 BH2036'RED BRICK CHURCH, 75 FEET SOUTHEAST OF A RAILROAD STOP SIGN, 124 FEET
 BH2036'NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 3.5 FEET WEST OF
 BH2036'A FENCE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 BH2036'STANDARD REFERENCE MARK DISK, STAMPED NO 3 BIG ECC 1921 1930
 BH2036'PROJECTING 3 INCHES.
 BH2036'
 BH2036'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2036'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH2036'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2036'HIGHWAY 63 FOR 7.0 MILES TO THE JUNCTION OF MISSISSIPPI
 BH2036'HIGHWAY 63 AND MISSISSIPPI HIGHWAY 613.  CONTINUE NORTHEAST ON
 BH2036'MISSISSIPPI HIGHWAY 613 FOR 4.7 MILES TO THE CROSSING OF THE
 BH2036'MISSISSIPPI EXPORT RAILROAD TRACK AND RM 3 ON THE RIGHT AS DESCRIBED.
 BH2036'THE STATION IS LOCATED 0.3 MILE NORTH ALONG THE MISSISSIPPI
 BH2036'EXPORT RAILROAD TRACK ON THE EAST RIGHT-OF-WAY.
 BH2036'
 BH2036'(NOTE) RM 3 (THE AZIMUTH) IS VISIBLE FROM THE STATION.
 BH2036'
 BH2036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES SOUTH
 BH2036'SOUTHEAST OF HURLEY
 BH2036
 BH2036                          STATION RECOVERY (1973)
 BH2036
 BH2036'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 BH2036'THE STATION WAS VISITED 10-18-73 AND THE STATION MARK, RM NO 1, RM NO
 BH2036'2, AND THE AZIMUTH MARK (RM NO 3) WERE FOUND IN GOOD CONDITION.
 BH2036'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 BH2036'
 BH2036'THE STATION IS LOCATED 6.7 MILES SOUTH OF HURLEY ON THE EAST ROW OF
 BH2036'THE MISS. EXPORT RAILROAD TRACK, 9.7 MILES NE OF THE CROSSING OF I-10
 BH2036'AT ESCATAWPA, 1.2 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF SECTION
 BH2036'33, T 5S, R 5W.  IT IS 458 FEET NORTH OF MILEPOST 16, 39 FEET
 BH2036'EAST OF THE EAST RAIL, 114.5 FEET SE OF A TELEPHONE POLE WITH A GUY
 BH2036'WIRE, 34 FEET SW OF A 12 INCH PINE, 1 FOOT EAST OF A METAL WITNESS
 BH2036'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND PROJECTS 6 INCHES.
 BH2036'IT IS A TRIANGULATION DISK, STAMPED 1921 BIG ECC 1930 1959.
 BH2036'
 BH2036'REFERENCE MARK NO 1 IS 90.88 FEET WEST OF THE STATION.  IT IS 47.5
 BH2036'FEET WEST OF THE WEST RAIL, 79 FEET SOUTH OF A TELEPHONE POLE
 BH2036'WITH GUY WIRE, 61.5 FEET SE OF A 12 INCH PINE, 1 FOOT EAST OF A METAL
 BH2036'WITNESS POST ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE
 BH2036'GROUND.  IT IS A REFERENCE MARK DISK, STAMPED 1921 BIG NO 1.
 BH2036'
 BH2036'REFERENCE MARK NO 2 IS 16.08 FEET EAST OF THE STATION.  IT IS 56 FEET
 BH2036'EAST OF THE EAST RAIL, 20 FEET SW OF A 12 INCH PINE, 1 FOOT WEST
 BH2036'OF A METAL WITNESS POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND
 BH2036'PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK STAMPED BIG NO 2
 BH2036'1921 BIG NO 1.
 BH2036'
 BH2036'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 106.95 FEET.
 BH2036'
 BH2036'THE AZIMUTH MARK (RM NO 3) IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 BH2036'101 FEET NE OF THE CENTER OF THE CROSSING, 44.5 FEET EAST OF THE
 BH2036'CENTER OF HIGHWAY 613, 59.5 FEET EAST OF THE EAST RAIL, 63 FEET NORTH
 BH2036'OF A GAS METER, 36 FEET WEST OF THE PROJECTED PLANE OF THE WEST
 BH2036'WALL OF TEMPLE BAPTIST CHURCH, 75 FEET NE OF A RAILROAD STOP SIGN,
 BH2036'124 FEET NE OF A POWER POLE WITH A TRANSFORMER, 3.5 FEET WEST OF
 BH2036'A FENCE, 1 FOOT SE OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 BH2036'HIGHWAY AND PROJECTS 3 INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED
 BH2036'NO 3 BIG ECC 1921 1930.
 BH2036'
 BH2036'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 614 AND
 BH2036'613 AT HURLEY GO SOUTH ON STATE HIGHWAY 613 FOR 4.8 MILES TO THE
 BH2036'RAILROAD CROSSING AT BIG POINT.  CONTINUE SOUTH ON HIGHWAY 613 FOR
 BH2036'1.4 MILES TO ANOTHER RAILROAD CROSSING AND RM NO 3 AND THE MARK ON
 BH2036'THE LEFT.
 BH2036'
 BH2036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.7 MILES SOUTH OF
 BH2036'HURLEY
 BH2036
 BH2036                          STATION RECOVERY (1979)
 BH2036
 BH2036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (JLK)
 BH2036'UNABLE TO FIND STATION.  IT PLOTS IN A CULTIVATED FIELD.  R. M. 1
 BH2036'WAS FOUND IN GOOD CONDITION.  R.M. 2 WAS FOUND DESTROYED.  R.M. 3
 BH2036'WAS NOT FOUND.  IT PLOTS IN THE EDGE OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0206 ***********************************************************************
 BH0206  DESIGNATION -  BIG ECC
 BH0206  PID         -  BH0206
 BH0206  STATE/COUNTY-  MS/JACKSON
 BH0206  USGS QUAD   -  BIG POINT (1982)
 BH0206
 BH0206                         *CURRENT SURVEY CONTROL
 BH0206  ___________________________________________________________________
 BH0206* NAD 83(1986)-  30 34 07.     (N)    088 29 03.     (W)     SCALED    
 BH0206* NAVD 88     -        14.68   (+/-2cm)      48.2    (feet)  VERTCON   
 BH0206  ___________________________________________________________________
 BH0206  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0206
 BH0206.The horizontal coordinates were scaled from a topographic map and have
 BH0206.an estimated accuracy of +/- 6 seconds.
 BH0206
 BH0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0206.The vertical order pertains to the NGVD 29 superseded value.
 BH0206
 BH0206.The geoid height was determined by GEOID03.
 BH0206
 BH0206;                    North         East    Units  Estimated Accuracy
 BH0206;SPC MS E     -   118,510.      333,500.      MT  (+/- 180 meters Scaled)
 BH0206
 BH0206                          SUPERSEDED SURVEY CONTROL
 BH0206
 BH0206  NGVD 29 (??/??/??)   14.651  (m)           48.07   (f) ADJUSTED    2 0
 BH0206
 BH0206.Superseded values are not recommended for survey control.
 BH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0206.See file dsdata.txt to determine how the superseded data were derived.
 BH0206
 BH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU576827(NAD 83)
 BH0206_MARKER: DS = TRIANGULATION STATION DISK
 BH0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0206_STAMPING: 1921 BIG ECC 1930 1959
 BH0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0206+STABILITY: SURFACE MOTION
 BH0206
 BH0206  HISTORY     - Date     Condition        Report By
 BH0206  HISTORY     - 1959     MONUMENTED       CGS
 BH0206  HISTORY     - 1973     GOOD             MSHD
 BH0206
 BH0206                          STATION DESCRIPTION
 BH0206
 BH0206'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0206'6.7 MI S FROM HURLEY.
 BH0206'THE MARK IS LOCATED 6.7 MILES SOUTH OF HURLEY ON THE EAST ROW OF THE
 BH0206'MISS. EXPORT RAILROAD TRACK, 9.7 MILES NE OF THE CROSSING OF I-10 AT
 BH0206'ESCATAWPA, 1.2 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF SECTION 33, T
 BH0206'5S, R 5W.  IT IS 458 FEET NORTH OF MILEPOST 16, 39 FEET EAST OF THE
 BH0206'EAST RAIL, 114.5 FEET SE OF A TELEPHONE POLE WITH A GUY WIRE, 34 FEET
 BH0206'SW OF A 12 INCH PINE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE
 BH0206'TOP OF A 13 INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF
 BH0206'THE TRACK AND PROJECTS 6 INCHES.  TO REACH FROM THE INTERSECTION OF
 BH0206'STATE HIGHWAY 613 AND 614 AT HURLEY GO SOUTH ON STATE HIGHWAY 613 FOR
 BH0206'4.8 MILES TO THE RAILROAD CROSSING AT BIG POINT.  CONTINUE SOUTH ON
 BH0206'HIGHWAY 613 FOR 1.4 MILES TO ANOTHER RAILROAD CROSSING.  THENCE NORTH
 BH0206'ALONG THE RAILROAD TRACK FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BH0206'NOTE-- THE MARK WAS FOUND LEANING IN 1959 AND WAS REPOSITIONED OVER
 BH0206'THE UNDERGROUND MARK.  A NEW ELEVATION WAS ESTABLISHED ON THE MARK BY
 BH0206'A PARTY WITH THE MISS. STATE HIGHWAY DEPARTMENT IN AUGUST OF 1973.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0208 ***********************************************************************
 BH0208  DESIGNATION -  BIG ECC RM 3
 BH0208  PID         -  BH0208
 BH0208  STATE/COUNTY-  MS/JACKSON
 BH0208  USGS QUAD   -  BIG POINT (1982)
 BH0208
 BH0208                         *CURRENT SURVEY CONTROL
 BH0208  ___________________________________________________________________
 BH0208* NAD 83(1986)-  30 33 56.     (N)    088 29 03.     (W)     SCALED    
 BH0208* NAVD 88     -        13.04   (+/-2cm)      42.8    (feet)  VERTCON   
 BH0208  ___________________________________________________________________
 BH0208  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0208  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0208
 BH0208.The horizontal coordinates were scaled from a topographic map and have
 BH0208.an estimated accuracy of +/- 6 seconds.
 BH0208
 BH0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0208.The vertical order pertains to the NGVD 29 superseded value.
 BH0208
 BH0208.The geoid height was determined by GEOID03.
 BH0208
 BH0208;                    North         East    Units  Estimated Accuracy
 BH0208;SPC MS E     -   118,170.      333,500.      MT  (+/- 180 meters Scaled)
 BH0208
 BH0208                          SUPERSEDED SURVEY CONTROL
 BH0208
 BH0208  NGVD 29 (??/??/??)   13.003  (m)           42.66   (f) ADJUSTED    2 2
 BH0208
 BH0208.Superseded values are not recommended for survey control.
 BH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0208.See file dsdata.txt to determine how the superseded data were derived.
 BH0208
 BH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU576823(NAD 83)
 BH0208_MARKER: DR = REFERENCE MARK DISK
 BH0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0208_STAMPING: NO 3 BIG ECC 1921 1930
 BH0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0208+STABILITY: SURFACE MOTION
 BH0208
 BH0208  HISTORY     - Date     Condition        Report By
 BH0208  HISTORY     - 1930     MONUMENTED       CGS
 BH0208  HISTORY     - 1973     GOOD             MSHD
 BH0208
 BH0208                          STATION DESCRIPTION
 BH0208
 BH0208'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0208'6.9 MI S FROM HURLEY.
 BH0208'THE MARK IS LOCATED 6.9 MILES SOUTH OF HURLEY IN THE EAST ANGLE OF THE
 BH0208'CROSSING OF THE MISS. EXPORT RAILROAD TRACK AND STATE HIGHWAY 613, 9.5
 BH0208'MILES NE OF ESCATAWPA, 1.4 MILES SOUTH OF BIG POINT IN THE SE 1/4 OF
 BH0208'SECTION 33, T 5S, R 5W.  IT IS 101 FEET NE OF THE CENTER OF THE
 BH0208'CROSSING, 44.5 FEET EAST OF THE CENTER OF HIGHWAY 613, 59.5 FEET EAST
 BH0208'OF THE EAST RAIL, 63 FEET NORTH OF A GAS METER, 36 FEET WEST OF THE
 BH0208'EXTENDED WEST WALL OF A RED BRICK CHURCH, 75 FEET NE OF A RAILROAD
 BH0208'STOP SIGN, 124 FEET NE OF A POWER POLE WITH A TRANSFORMER, 3.5 FEET
 BH0208'WEST OF A FENCE, 1 FOOT SE OF A METAL WITNESS POST SET IN THE TOP OF A
 BH0208'13 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 BH0208'3 INCHES.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 613 AND 614
 BH0208'AT HURLEY GO SOUTH ON STATE HIGHWAY 613 FOR 4.8 MILES TO THE RAILROAD
 BH0208'CROSSING AT BIG POINT.  CONTINUE SOUTH ON HIGHWAY 613 FOR 1.4 MILES TO
 BH0208'ANOTHER RAILROAD CROSSING AND THE MARK ON THE LEFT. THE MARK ALSO CAN
 BH0208'BE REACHED FROM THE TWIN SAVINGS BANK AND POST OFFICE AT ESCATAWPA BY
 BH0208'GOING NORTH ON STATE HIGHWAY 63 FOR 5.85 MILES TO THE JUNCTION OF
 BH0208'STATE HIGHWAY 613.  CONTINUE EAST ON HIGHWAY 613 FOR 4.7 MILES TO A
 BH0208'RAILROAD CROSSING AND THE MARK ON THE RIGHT. NOTE-- THE MARK IS THE
 BH0208'SAME AS BIG ECC NO 1 1921 1930 BUT WAS RESTAMPED IN 1959.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2504 ***********************************************************************
 BH2504  DESIGNATION -  BIG FOOT
 BH2504  PID         -  BH2504
 BH2504  STATE/COUNTY-  MS/STONE
 BH2504  USGS QUAD   -  BEATRICE (1982)
 BH2504
 BH2504                         *CURRENT SURVEY CONTROL
 BH2504  ___________________________________________________________________
 BH2504* NAD 83(1993)-  30 41 40.62600(N)    088 57 41.32824(W)     ADJUSTED  
 BH2504* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 BH2504  ___________________________________________________________________
 BH2504  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2504  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH2504  HORZ ORDER  -  SECOND
 BH2504
 BH2504.The horizontal coordinates were established by classical geodetic methods
 BH2504.and adjusted by the National Geodetic Survey in May 1994.
 BH2504
 BH2504.The orthometric height was scaled from a topographic map.
 BH2504
 BH2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2504
 BH2504.The geoid height was determined by GEOID03.
 BH2504
 BH2504;                    North         East     Units Scale Factor Converg.
 BH2504;SPC MS E     -   132,428.732   287,723.222   MT  0.99995186   -0 03 55.5
 BH2504;SPC MS E     -   434,476.60    943,971.94   sFT  0.99995186   -0 03 55.5
 BH2504;UTM  16      - 3,397,400.689   312,133.449   MT  1.00003540   -1 00 05.6
 BH2504
 BH2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2504!SPC MS E     -   0.99999665  x   0.99995186  =   0.99994851
 BH2504!UTM  16      -   0.99999665  x   1.00003540  =   1.00003205
 BH2504
 BH2504|---------------------------------------------------------------------|
 BH2504| PID    Reference Object                     Distance      Geod. Az  |
 BH2504|                                                           dddmmss.s |
 BH2504| DD7564 BIG FOOT RM 3                        24.405 METERS 04502     |
 BH2504| DD7562 BIG FOOT RM 1                        24.384 METERS 04507     |
 BH2504| DD7561 BIG FOOT AZ MK                                     1793432.2 |
 BH2504| DD7563 BIG FOOT RM 2                        31.000 METERS 28001     |
 BH2504|---------------------------------------------------------------------|
 BH2504
 BH2504                          SUPERSEDED SURVEY CONTROL
 BH2504
 BH2504  NAD 83(1993)-  30 41 40.64243(N)    088 57 41.32420(W) AD(       ) 2
 BH2504  NAD 83(1986)-  30 41 40.64478(N)    088 57 41.32329(W) AD(       ) 2
 BH2504  NAD 27      -  30 41 39.94800(N)    088 57 41.18400(W) AD(       ) 2
 BH2504
 BH2504.Superseded values are not recommended for survey control.
 BH2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2504.See file dsdata.txt to determine how the superseded data were derived.
 BH2504
 BH2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1213397401(NAD 83)
 BH2504_MARKER: DS = TRIANGULATION STATION DISK
 BH2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2504
 BH2504  HISTORY     - Date     Condition        Report By
 BH2504  HISTORY     - 1943     MONUMENTED       CGS
 BH2504  HISTORY     - 1958     GOOD             CGS
 BH2504  HISTORY     - 1971     GOOD             MSHD
 BH2504
 BH2504                          STATION DESCRIPTION
 BH2504
 BH2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2504'STATION IS LOCATED ABOUT 11 MILES E OF MCHENRY AND 21 MILES N OF
 BH2504'BILOXI ON NATIONAL FOREST LAND, 64 FEET E OF THE CENTER OF THE ROAD,
 BH2504'6.0 FEET NE OF A STANDARD REFERENCE POST, 40.0 FEET SE OF A
 BH2504'TRIANGULAR BLAZE ON A 14-INCH PINE TREE.  THE DISK IS STAMPED
 BH2504'BIGPOOT 1943.
 BH2504'
 BH2504'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2504'SET IN CONCRETE.
 BH2504'
 BH2504'REFERENCE MARK NO. 1 IS 80.01 FEET NE OF THE STATION.  THE DISK IS
 BH2504'STAMPED BIGFOOT NO. 1, 1943.
 BH2504'
 BH2504'REFERENCE MARK NO. 2 IS 101.64 FEET WNW OF THE STATION, 21.0 FEET W
 BH2504'OF THE CENTER OF THE ROAD.  THE DISK IS STAMPED BIGFOOT NO. 2,
 BH2504'1943.
 BH2504'
 BH2504'AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION, 3.0 FEET N OF A
 BH2504'STANDARD REFERENCE POST, 17.4 FEET E OF THE CENTER OF THE ROAD.
 BH2504'THE DISK IS STAMPED BIGFOOT 1943.
 BH2504'
 BH2504'TO REACH THE STATION FROM THE MOST SOUTHERLY CROSSROADS AND U.S.
 BH2504'HIGHWAY 49 AND REDMONDS SERVICE STATION IN MCHENRY, GO E 10.4 MILES
 BH2504'TO CROSSROADS AND SIGN MCHENRY 11 MILES, AIRY LOOKOUT TOWER 7 MILES,
 BH2504'TURN RIGHT AND GO 0.1 MILES TO STATION ON THE LEFT.
 BH2504'
 BH2504'TO REACH THE AZIMUTH MARK FROM THE STATION GO S 0.3 MILE TO AZIMUTH
 BH2504'MARK ON THE LEFT SIDE OF THE ROAD.
 BH2504'
 BH2504'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH2504
 BH2504                          STATION RECOVERY (1958)
 BH2504
 BH2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2504'THE STATION WAS VISITED 11-11-58 AND ALL MARKS WERE FOUND IN GOOD
 BH2504'CONDITION.  THE AZIMUTH MARK IS VISIBLE FROM THE STATION.  THE
 BH2504'1943 DESCRIPTION OF THE STATION BY K.B.J. IS ADEQUATE.
 BH2504
 BH2504                          STATION RECOVERY (1971)
 BH2504
 BH2504'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2504'THE STATION WAS VISITED 10-22-71 AND THE STATION MARK, REFERENCE
 BH2504'MARK, NO 1, NO 2, AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A
 BH2504'NEW DESCRIPTION FOLLOWS-
 BH2504'
 BH2504'THE STATION IS LOCATED 12.2 MILES SOUTHEAST OF PERKINSTON, 10.1 MILES
 BH2504'EAST-SOUTHEAST OF MCHENRY, 0.1 MILE SOUTH OF A CORSSROAD IN THE
 BH2504'SOUTHEAST 1/4 OF SECTION 14, T 4S, R1OW.  IT IS 55 FEET EAST OF THE
 BH2504'CENTER OF A GRAVELED ROAD, 105 FEET EAST OF A TRIANGULAR BLAZED 12
 BH2504'INCH PINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 BH2504'
 BH2504'IT IS A TRIANGULATION DISK, STAMPED BIG FOOT 1943 PROJECTING 6
 BH2504'INCHES.
 BH2504'
 BH2504'REFERENCE MARK NO 1 IS 80.01 FEET NORTHEAST OF THE STATION.  IT IS
 BH2504'133 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT SOUTH OF
 BH2504'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BIG FOOT
 BH2504'1943, PROJECTING 4 INCHES.
 BH2504'
 BH2504'REFERENCE MARK NO 2 IS 101.64 FEET WEST-NORTHWEST OF THE STATION.  IT
 BH2504'IS 22 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 17 FEET
 BH2504'EAST-NORTHEAST OF A 12 INCH TRIANGULAR BLAZED PINE, 19 FEET
 BH2504'EAST-SOUTHEAST OF A 13 INCH BLAZED PINE AND 1 FOOT WEST OF A METAL
 BH2504'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BIG FOOT NO 2 1943
 BH2504'PROJECTING 4 INCHES.
 BH2504'
 BH2504'THE AZIMUTH MARK IS 0.3 MILES SOUTH OF THE STATION.  IT IS 18 FEET
 BH2504'EAST OF THE CENTER OF A GRAVELED ROAD, 5.5 FEET WEST OF THE 417-C
 BH2504'SIGN AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. A SMALL
 BH2504'AMOUNT OF CLEANING WILL BE REQUIRED FOR THE STATION TO BE VISIBLE.
 BH2504'IT IS A REFERENCE MARK DISK, STAMPED BIG FOOT AZI 1943, PROJECTING 4
 BH2504'INCHES.
 BH2504'
 BH2504'TO REACH THE STATION FROM THE OVERPASS AT PERKINSTON GO SOUTH ON U.S.
 BH2504'HIGHWAY 49 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 BH2504'SOUTHEAST ON A BLACK TOP ROAD FOR 2.8 MILES TO A CROSSROAD.  TURN
 BH2504'LEFT AND GO SOUTHEAST ON A BLACK TOP ROAD FOR 1.5 MILES TO A FORK.
 BH2504'TAKE THE RIGHT FORK AND GO EAST ON A BLACK TOP ROAD FOR 4.15 MILES TO
 BH2504'A SIDE ROAD AND STATION WOLF ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 BH2504'ON A GRAVELED ROAD FOR 2 MILES TO A T INTERSECTION.  TURN LEFT AND GO
 BH2504'EAST OF U.S. FOREST ROAD NO 401 FOR 3.6 MILES TO THE JUNCTION OF
 BH2504'U.S. FORREST ROAD NO 417.  TURN RIGHT AND GO SOUTH ON ROAD NO 417
 BH2504'FOR 0.1 MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BH2504'CONTINUE SOUTH ON ROAD NO 417 FOR 0.3 MILES TO THE JUNCTION OF
 BH2504'417-C AND THE MARK IS ON THE LEFT.
 BH2504'
 BH2504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12.2 MILES SOUTH OF
 BH2504'PERKINSTON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0209 ***********************************************************************
 BH0209  DESIGNATION -  BIG RM 1
 BH0209  PID         -  BH0209
 BH0209  STATE/COUNTY-  MS/JACKSON
 BH0209  USGS QUAD   -  BIG POINT (1982)
 BH0209
 BH0209                         *CURRENT SURVEY CONTROL
 BH0209  ___________________________________________________________________
 BH0209* NAD 83(1986)-  30 33 56.     (N)    088 29 03.     (W)     SCALED    
 BH0209* NAVD 88     -        14.13   (+/-2cm)      46.4    (feet)  VERTCON   
 BH0209  ___________________________________________________________________
 BH0209  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0209
 BH0209.The horizontal coordinates were scaled from a topographic map and have
 BH0209.an estimated accuracy of +/- 6 seconds.
 BH0209
 BH0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0209.The vertical order pertains to the NGVD 29 superseded value.
 BH0209
 BH0209.The geoid height was determined by GEOID03.
 BH0209
 BH0209;                    North         East    Units  Estimated Accuracy
 BH0209;SPC MS E     -   118,170.      333,500.      MT  (+/- 180 meters Scaled)
 BH0209
 BH0209                          SUPERSEDED SURVEY CONTROL
 BH0209
 BH0209  NGVD 29 (??/??/??)   14.100  (m)           46.26   (f) ADJUSTED    2 0
 BH0209
 BH0209.Superseded values are not recommended for survey control.
 BH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0209.See file dsdata.txt to determine how the superseded data were derived.
 BH0209
 BH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU576823(NAD 83)
 BH0209_MARKER: DR = REFERENCE MARK DISK
 BH0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0209_STAMPING: 1921 BIG NO 1
 BH0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0209+STABILITY: SURFACE MOTION
 BH0209
 BH0209  HISTORY     - Date     Condition        Report By
 BH0209  HISTORY     - 1921     MONUMENTED       CGS
 BH0209  HISTORY     - 1973     GOOD             MSHD
 BH0209
 BH0209                          STATION DESCRIPTION
 BH0209
 BH0209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0209'6.7 MI S FROM HURLEY.
 BH0209'THE MARK IS LOCATED 6.7 MILES SOUTH OF HURLEY ON THE WEST ROW OF THE
 BH0209'MISS. EXPORT RAILROAD TRACK, 9.7 MILES NE OF THE CROSSING OF I-10 AT
 BH0209'ESCATAWPA, 1.2 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF SECTION 33, T
 BH0209'5S, R 5W.  IT IS 90.88 FEET WEST OF TRIANGULATION STATION BIG ECC,
 BH0209'47.5 FEET WEST OF THE WEST RAIL, 79 FEET SOUTH OF A TELEPHONE POLE
 BH0209'WITH A GUY WIRE, 61.5 FEET SE OF A 12 INCH PINE, 1 FOOT EAST OF A
 BH0209'METAL WITNESS POST SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 BH0209'ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE GROUND.  TO REACH
 BH0209'FROM THE INTERSECTION OF STATE HIGHWAY 613 AND 614 AT HURLEY GO SOUTH
 BH0209'ON STATE HIGHWAY 613 FOR 4.8 MILES TO THE RAILROAD CROSSING AT BIG
 BH0209'POINT.  CONTINUE SOUTH ON HIGHWAY 613 FOR 1.4 MILES TO ANOTHER
 BH0209'RAILROAD CROSSING.  THENCE NORTH ALONG THE RAILROAD TRACK FOR 0.25
 BH0209'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3013 ***********************************************************************
 BH3013  DESIGNATION -  BIG RM 1
 BH3013  PID         -  BH3013
 BH3013  STATE/COUNTY-  MS/HARRISON
 BH3013  USGS QUAD   -  BILOXI (1992)
 BH3013
 BH3013                         *CURRENT SURVEY CONTROL
 BH3013  ___________________________________________________________________
 BH3013* NAD 83(1986)-  30 26 49.     (N)    088 53 30.     (W)     SCALED    
 BH3013* NAVD 88     -        12.593  (meters)      41.32   (feet)  ADJUSTED  
 BH3013  ___________________________________________________________________
 BH3013  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH3013  DYNAMIC HT  -          12.576 (meters)      41.26  (feet)  COMP
 BH3013  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 BH3013
 BH3013  VERT ORDER  -  SECOND    CLASS II
 BH3013
 BH3013.The horizontal coordinates were scaled from a topographic map and have
 BH3013.an estimated accuracy of +/- 6 seconds.
 BH3013
 BH3013.The orthometric height was determined by differential leveling
 BH3013.and adjusted in May 1996.
 BH3013
 BH3013.The geoid height was determined by GEOID03.
 BH3013
 BH3013.The dynamic height is computed by dividing the NAVD 88
 BH3013.geopotential number by the normal gravity value computed on the
 BH3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3013.degrees latitude (g = 980.6199 gals.).
 BH3013
 BH3013.The modeled gravity was interpolated from observed gravity values.
 BH3013
 BH3013;                    North         East    Units  Estimated Accuracy
 BH3013;SPC MS E     -   104,970.      294,400.      MT  (+/- 180 meters Scaled)
 BH3013
 BH3013                          SUPERSEDED SURVEY CONTROL
 BH3013
 BH3013.No superseded survey control is available for this station.
 BH3013
 BH3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU183698(NAD 83)
 BH3013_MARKER: DR = REFERENCE MARK DISK
 BH3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3013_SP_SET: CONCRETE POST
 BH3013_STAMPING: BIG NO 1 1958
 BH3013_MARK LOGO: CGS   
 BH3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3013+STABILITY: SURFACE MOTION
 BH3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3013+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1986
 BH3013
 BH3013  HISTORY     - Date     Condition        Report By
 BH3013  HISTORY     - 1958     MONUMENTED       CGS
 BH3013  HISTORY     - 19860312 GOOD             MSHD
 BH3013
 BH3013                          STATION DESCRIPTION
 BH3013
 BH3013'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3013'MARK IS LOCATED 0.32 KM (0.20 MI) EAST OF I-110 IN DIBERVILLE ON THE
 BH3013'EAST R.O.W. OF LAMEY BRIDGE ROAD, 5.61 KM (3.50 MI) NORTH OF BILOXI IN
 BH3013'SECTION 9, T7S, R9W.  TO REACH FROM THE LAMEY BRIDGE ROAD OVER I-10 IN
 BH3013'DIBERVILLE GO SOUTH ON LAMEY BRIDGE ROAD FOR 0.72 KM (0.45 MI) TO THE
 BH3013'MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BH3013'CONCRETE POST PROJECTING 0.09 M (0.3 FT) .  IT IS 51.82 M (170.0 FT)
 BH3013'NORTH OF THE PROJECTED CENTER OF BIG RIDGE ROAD, 42.33 M (138.9 FT)
 BH3013'SOUTH OF  THE CENTER OF LAWRENCE BLVD., 22.25 M (73.0 FT) SOUTH OF THE
 BH3013'PROJECTED PLANE OF THE SOUTH WALL OF A TAN BRICK HOUSE, 8.84 M
 BH3013'(29.0 FT) EAST OF THE CENTER OF LAMEY BRIDGE ROAD, 1.68 M (5.5 FT)
 BH3013'SOUTHEAST OF A POWER POLE, 1.07 M (3.5 FT) SOUTH SOUTHWEST OF A FENCE
 BH3013'CORNER AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0207 ***********************************************************************
 BH0207  DESIGNATION -  BIG RM 2
 BH0207  PID         -  BH0207
 BH0207  STATE/COUNTY-  MS/JACKSON
 BH0207  USGS QUAD   -  BIG POINT (1982)
 BH0207
 BH0207                         *CURRENT SURVEY CONTROL
 BH0207  ___________________________________________________________________
 BH0207* NAD 83(1986)-  30 34 07.     (N)    088 29 03.     (W)     SCALED    
 BH0207* NAVD 88     -        14.62   (+/-2cm)      48.0    (feet)  VERTCON   
 BH0207  ___________________________________________________________________
 BH0207  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0207  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0207
 BH0207.The horizontal coordinates were scaled from a topographic map and have
 BH0207.an estimated accuracy of +/- 6 seconds.
 BH0207
 BH0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0207.The vertical order pertains to the NGVD 29 superseded value.
 BH0207
 BH0207.The geoid height was determined by GEOID03.
 BH0207
 BH0207;                    North         East    Units  Estimated Accuracy
 BH0207;SPC MS E     -   118,510.      333,500.      MT  (+/- 180 meters Scaled)
 BH0207
 BH0207                          SUPERSEDED SURVEY CONTROL
 BH0207
 BH0207  NGVD 29 (??/??/??)   14.585  (m)           47.85   (f) ADJUSTED    2 2
 BH0207
 BH0207.Superseded values are not recommended for survey control.
 BH0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0207.See file dsdata.txt to determine how the superseded data were derived.
 BH0207
 BH0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU576827(NAD 83)
 BH0207_MARKER: DR = REFERENCE MARK DISK
 BH0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0207_STAMPING: BIG NO 2 1921
 BH0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0207+STABILITY: SURFACE MOTION
 BH0207
 BH0207  HISTORY     - Date     Condition        Report By
 BH0207  HISTORY     - 1921     MONUMENTED       CGS
 BH0207  HISTORY     - 1973     GOOD             MSHD
 BH0207
 BH0207                          STATION DESCRIPTION
 BH0207
 BH0207'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0207'6.7 MI S FROM HURLEY.
 BH0207'THE MARK IS LOCATED 6.7 MILES SOUTH OF HURLEY ON THE EAST ROW OF THE
 BH0207'MISSISSIPPI EXPORT RAILROAD TRACK, 9.7 MILES NE OF THE CROSSING OF
 BH0207'I-10 AT ESCATAWPA 1.2 MILES SOUTH OF BIG POINT IN THE NE 1/4 OF
 BH0207'SECTION 33, T 5S, R 5W.  IT IS 16.08 FEET EAST OF TRIANGULATION
 BH0207'STATION BIG ECC, 56 FEET EAST OF THE EAST RAIL, 20 FEET SW OF A 12
 BH0207'INCH PINE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF AN 8
 BH0207'INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK
 BH0207'AND PROJECTS 6 INCHES.  TO REACH FROM THE INTERSECTION OF STATE
 BH0207'HIGHWAY 614 AND 613 AT HURLEY GO SOUTH ON STATE HIGHWAY 613 FOR 4.8
 BH0207'MILES TO THE RAILROAD CROSSING AT BIG POINT.  CONTINUE SOUTH ON
 BH0207'HIGHWAY 613 FOR 1.4 MILES TO ANOTHER RAILROAD CROSSING.  THENCE NORTH
 BH0207'ALONG THE RAILROAD TRACK FOR 0.25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3012 ***********************************************************************
 BH3012  DESIGNATION -  BIG RM 2
 BH3012  PID         -  BH3012
 BH3012  STATE/COUNTY-  MS/HARRISON
 BH3012  USGS QUAD   -  BILOXI (1992)
 BH3012
 BH3012                         *CURRENT SURVEY CONTROL
 BH3012  ___________________________________________________________________
 BH3012* NAD 83(1986)-  30 26 49.     (N)    088 53 30.     (W)     SCALED    
 BH3012* NAVD 88     -        13.199  (meters)      43.30   (feet)  ADJUSTED  
 BH3012  ___________________________________________________________________
 BH3012  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH3012  DYNAMIC HT  -          13.181 (meters)      43.24  (feet)  COMP
 BH3012  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 BH3012
 BH3012  VERT ORDER  -  SECOND    CLASS II
 BH3012
 BH3012.The horizontal coordinates were scaled from a topographic map and have
 BH3012.an estimated accuracy of +/- 6 seconds.
 BH3012
 BH3012.The orthometric height was determined by differential leveling
 BH3012.and adjusted in May 1996.
 BH3012
 BH3012.The geoid height was determined by GEOID03.
 BH3012
 BH3012.The dynamic height is computed by dividing the NAVD 88
 BH3012.geopotential number by the normal gravity value computed on the
 BH3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3012.degrees latitude (g = 980.6199 gals.).
 BH3012
 BH3012.The modeled gravity was interpolated from observed gravity values.
 BH3012
 BH3012;                    North         East    Units  Estimated Accuracy
 BH3012;SPC MS E     -   104,970.      294,400.      MT  (+/- 180 meters Scaled)
 BH3012
 BH3012                          SUPERSEDED SURVEY CONTROL
 BH3012
 BH3012.No superseded survey control is available for this station.
 BH3012
 BH3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU183698(NAD 83)
 BH3012_MARKER: DR = REFERENCE MARK DISK
 BH3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3012_SP_SET: CONCRETE POST
 BH3012_STAMPING: BIG NO 2 1958
 BH3012_MARK LOGO: CGS   
 BH3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3012+STABILITY: SURFACE MOTION
 BH3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3012+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1986
 BH3012
 BH3012  HISTORY     - Date     Condition        Report By
 BH3012  HISTORY     - 1958     MONUMENTED       CGS
 BH3012  HISTORY     - 19860312 GOOD             MSHD
 BH3012
 BH3012                          STATION DESCRIPTION
 BH3012
 BH3012'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3012'MARK IS LOCATED 0.32 KM (0.20 MI) EAST OF I-110 IN DIBERVILLE IN THE
 BH3012'NORTHWEST ANGLE OF THE JUNCTION OF BIG RIDGE AND LAMEY BRIDGE ROAD,
 BH3012'5.61 KM (3.50 MI) NORTH OF BILOXI IN SECTION 9, T7S, R9W.  TO REACH
 BH3012'FROM THE LAMEY BRIDGE ROAD BRIDGE OVER I-10 IN DIBERVILLE, GO SOUTH
 BH3012'ON LAMEY BRIDGE ROAD FOR 0.72 KM (0.45 MI) TO THE MARK ON THE RIGHT.
 BH3012'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 BH3012'WITH THE GROUND.  IT IS 15.85 M (52.0 FT) WEST OF THE CENTER OF LAMEY
 BH3012'BRIDGE ROAD, 10.97 M (36.0 FT) NORTH OF THE CENTER OF BIG RIDGE ROAD,
 BH3012'9.75 M (32.0 FT) EAST OF THE SOUTHEAST CORNER OF THE PORCH OF A FRAME
 BH3012'HOUSE, 7.62 M (25.0 FT) WEST OF A STREET MARKER, 5.18 M (17.0 FT)
 BH3012'NORTH NORTHEAST OF A 48 INCH OAK, 3.35 M (11.0 FT) NORTH OF THE
 BH3012'SOUTHEAST CORNER OF A CHAIN LINK FENCE AND 0.3 M (1.0 FT) EAST OF A
 BH3012'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2898 ***********************************************************************
 BH2898  DESIGNATION -  BILBO
 BH2898  PID         -  BH2898
 BH2898  STATE/COUNTY-  MS/PEARL RIVER
 BH2898  USGS QUAD   -  ORVISBURG (1986)
 BH2898
 BH2898                         *CURRENT SURVEY CONTROL
 BH2898  ___________________________________________________________________
 BH2898* NAD 83(1993)-  30 59 26.14973(N)    089 34 29.70247(W)     ADJUSTED  
 BH2898* NAVD 88     -       115.34   (+/-2cm)     378.4    (feet)  VERTCON   
 BH2898  ___________________________________________________________________
 BH2898  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BH2898  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BH2898  HORZ ORDER  -  FIRST
 BH2898  VERT ORDER  -  THIRD ? (See Below)
 BH2898
 BH2898.The horizontal coordinates were established by classical geodetic methods
 BH2898.and adjusted by the National Geodetic Survey in May 1994.
 BH2898
 BH2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2898.The vertical order pertains to the NGVD 29 superseded value.
 BH2898
 BH2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2898
 BH2898.The geoid height was determined by GEOID03.
 BH2898
 BH2898;                    North         East     Units Scale Factor Converg.
 BH2898;SPC MS E     -   165,470.319   229,171.222   MT  1.00001186   -0 22 54.7
 BH2898;SPC MS E     -   542,880.54    751,872.58   sFT  1.00001186   -0 22 54.7
 BH2898;SPC MS W     -   165,481.155   772,436.444   MT  1.00001470   +0 23 25.9
 BH2898;SPC MS W     -   542,916.09  2,534,235.23   sFT  1.00001470   +0 23 25.9
 BH2898;UTM  16      - 3,431,405.882   254,119.498   MT  1.00034582   -1 19 35.3
 BH2898
 BH2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2898!SPC MS E     -   0.99998627  x   1.00001186  =   0.99999813
 BH2898!SPC MS W     -   0.99998627  x   1.00001470  =   1.00000097
 BH2898!UTM  16      -   0.99998627  x   1.00034582  =   1.00033208
 BH2898
 BH2898|---------------------------------------------------------------------|
 BH2898| PID    Reference Object                     Distance      Geod. Az  |
 BH2898|                                                           dddmmss.s |
 BH2898| DD7567 BILBO RM 1                           47.122 METERS 00219     |
 BH2898| DD7569 BILBO RM 3                           26.197 METERS 12147     |
 BH2898| DD7565 BILBO AZ MK                                        1723510.3 |
 BH2898| DD7568 BILBO RM 2                           46.692 METERS 21257     |
 BH2898| BV1678 BIG HILL LOOKOUT TOWER              APPROX. 6.5 KM 2883119.5 |
 BH2898| DD7566 BILBO AZ MK RESET                                  3564253.0 |
 BH2898|---------------------------------------------------------------------|
 BH2898
 BH2898                          SUPERSEDED SURVEY CONTROL
 BH2898
 BH2898  NAD 83(1986)-  30 59 26.16479(N)    089 34 29.70027(W) AD(       ) 1
 BH2898  NAD 27      -  30 59 25.50200(N)    089 34 29.45300(W) AD(       ) 1
 BH2898  NGVD 29 (07/19/86)  115.38   (m)          378.5    (f) LEVELING    3  
 BH2898
 BH2898.Superseded values are not recommended for survey control.
 BH2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2898.See file dsdata.txt to determine how the superseded data were derived.
 BH2898
 BH2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5411931406(NAD 83)
 BH2898_MARKER: DS = TRIANGULATION STATION DISK
 BH2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2898+STABILITY: SURFACE MOTION
 BH2898
 BH2898  HISTORY     - Date     Condition        Report By
 BH2898  HISTORY     - 1943     MONUMENTED       CGS
 BH2898  HISTORY     - 1958     GOOD             CGS
 BH2898  HISTORY     - 1964     GOOD             USGS
 BH2898  HISTORY     - 1965     GOOD             CGS
 BH2898  HISTORY     - 1971     GOOD             MSHD
 BH2898
 BH2898                          STATION DESCRIPTION
 BH2898
 BH2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2898'STATION IS LOCATED ABOUT 7.5 MILES W OF LUMBERTON AND ABOUT 10 MILES
 BH2898'NNW OF POPLARVILLE, ON
 BH2898'LAND OWNED BY VANDERMAN BILBO, 37.0 FEET W OF THE
 BH2898'CENTER OF THE ROAD.  THE DISK IS
 BH2898'STAMPED BILBO 1943.
 BH2898'
 BH2898'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BH2898'DISKS SET IN
 BH2898'CONCRETE.
 BH2898'
 BH2898'REFERENCE MARK NO. 1 IS 154.67 FEET N OF THE STATION, 2.0 FEET
 BH2898'W OF A N-S FENCE
 BH2898'LINE, 20 FEET W OF THE CENTER OF THE ROAD.  THE
 BH2898'DISK IS STAMPED BILBO NO. 1, 1943.
 BH2898'
 BH2898'REFERENCE MARK NO. 2 IS 153.19 FEET SW OF THE STATION, 120 FEET
 BH2898'W OF THE CENTER OF
 BH2898'THE ROAD.  THE DISK IS STAMPED BILBO NO. 2, 1943.
 BH2898'
 BH2898'AZ. MK. IS 13 FEET E OF CENTER OF ROAD 30 FEET W OF FENCE.
 BH2898'STAMPED BILBO
 BH2898'1943.
 BH2898'
 BH2898'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BH2898'AND STATE ROUTE 13
 BH2898'IN LUMBERTON, GO S ON HIGHWAY 11 FOR 7.95 MILES
 BH2898'TO BOB STRAHANS STORE ON THE RIGHT,
 BH2898'CONTINUE STRAIGHT AHEAD 0.25
 BH2898'MILE TO CROSSROADS, TURN RIGHT AND GO 2.2 MILES TO A
 BH2898'T-INTERSECTION,
 BH2898'TURN RIGHT AND GO 1.1 MILES TO A FORKS, TAKE LEFT FORK AND GO 3.5
 BH2898'MILES TO MR.
 BH2898'BILBOS HOUSE ON THE LEFT AND AZIMUTH MARK ON THE
 BH2898'RIGHT, CONTINUE STRAIGHT AHEAD
 BH2898'0.4 MILE TO STATION ON THE LEFT.
 BH2898'
 BH2898'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2898
 BH2898                          STATION RECOVERY (1958)
 BH2898
 BH2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2898'THE STATION WAS VISITED 11-14-58 AND THE STATION MARK, REFERENCE
 BH2898'MARKS NO. 1 AND NO. 2 AND THE
 BH2898'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CAN BE
 BH2898'MADE VISIBLE FROM THE STATION WITH
 BH2898'A SMALL AMOUNT OF CLEARING NEAR THE AZIMUTH MARK.  A NEW
 BH2898'DESCRIPTION FOLLOWS-
 BH2898'
 BH2898'THE STATION IS LOCATED ABOUT 7 MILES WEST OF LUMBERTON AND 10 MILES
 BH2898'NORTH-NORTHWEST OF POPLARVILLE,
 BH2898'ON LAND OWNED BY MR. J.J. BILBO, AT THE EAST EDGE OF A TUNG ORCHARD,
 BH2898'AND 0.3 MILE NORTH OF A LARGE
 BH2898'FRAME HOUSE WHERE MR. BILBO LIVES.  IT IS 42 FEET WEST OF
 BH2898'THE CENTER OF THE ROAD, 21 FEET SOUTHWEST OF A T
 BH2898'FENCE CORNER, 11 FEET WEST OF A FENCE
 BH2898'LINE, 20 FEET SOUTH OF A FENCE LINE, 24 FEET NORTHWEST OF THE NORTH
 BH2898'END OF A BOARD GATE, AND 45 FEET
 BH2898'NORTHWEST OF TELEPHONE POLE NO. 24.  IT IS A STANDARD DISK, STAMPED
 BH2898'BILBO 1943, PROJECTING 6 INCHES.
 BH2898'
 BH2898'REFERENCE MARK NO. 1 IS 154.67 FEET NORTH OF THE STATION, 10 FEET
 BH2898'EAST OF A WOVEN WIRE
 BH2898'FENCE, 20 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND ABOUT 6
 BH2898'FEET LOWER THAN THE STATION.  IT
 BH2898'IS A STANDARD DISK, STAMPED BILBO NO 1 1943, PROJECTING
 BH2898'8 INCHES.
 BH2898'
 BH2898'REFERENCE MARK NO. 2 IS 153.19 FEET SOUTHWEST OF THE STATION 10 FEET
 BH2898'SOUTHWEST OF THE FOURTH ROW
 BH2898'OF TUNG TREES SOUTHWEST OF THE GATE, 120 FEET WEST OF THE CENTER OF
 BH2898'THE GRAVELED ROAD, AND 10 FEET
 BH2898'SOUTHWEST OF A TUNG TREE.  IT IS A STANDARD DISK, STAMPED
 BH2898'BILBO NO 2 1943, PROJECTING 4 INCHES.
 BH2898'
 BH2898'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, ACROSS THE ROAD
 BH2898'AND 35 FEET NORTH OF THE
 BH2898'PROJECTED PLANE OF THE NORTH SIDE OF THE LARGE HOUSE IN THE TREES
 BH2898'OWNED BY MR. BILBO, 14 FEET EAST
 BH2898'OF THE CENTER OF THE ROAD, 14.5 FEET WEST OF A FENCE LINE,
 BH2898'58 FEET SOUTHWEST OF A 4-FOOT OAK TREE, AND
 BH2898'38 FEET NORTHEAST OF A 3-FOOT OAK TREE.
 BH2898'IT IS A STANDARD DISK, STAMPED BILBO 1943, PROJECTING 3
 BH2898'INCHES.
 BH2898'
 BH2898'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BH2898'STATE HIGHWAY 13 AT THE STOP
 BH2898'LIGHT IN LUMBERTON, GO SOUTH ON U.S. HIGHWAY 11 FOR 7.75 MILES TO A
 BH2898'CROSSROAD AND THE WILSON STORE IN
 BH2898'THE NORTHEAST ANGLE, TURN RIGHT AND GO WEST FOR
 BH2898'2.05 MILE TO A T INTERSECTION, TURN RIGHT AND GO
 BH2898'NORTH FOR 1.0 MILE TO A FORK, TAKE
 BH2898'LEFT FORK AND GO NORTHWEST FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK
 BH2898'AND GO NORTH FOR 2.65 MILES TO
 BH2898'THE AZIMUTH MARK ON THE RIGHT AND A LARGE HOUSE ON THE LEFT, CONTINUE
 BH2898'NORTH FOR 0.3 MILE TO THE SUMMIT
 BH2898'OF THE GRADE AND THE STATION ON THE LEFT.
 BH2898
 BH2898                          STATION RECOVERY (1964)
 BH2898
 BH2898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BH2898'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BH2898
 BH2898                          STATION RECOVERY (1965)
 BH2898
 BH2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BH2898'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK
 BH2898'NO 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 AND THE
 BH2898'AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.  REFERENCE
 BH2898'MARK NO 3 AND A NEW AZIMUTH MARK WAS ESTABLISHED.  DUE TO CHANGES
 BH2898'IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 BH2898'
 BH2898'THE STATION IS LOCATED 10 MILES NORTH NORTHWEST OF POPLARVILLE,
 BH2898'7 MILES WEST OF LUMBERTON, ON PROPERTY OWNED BY MR. J.V. BILBO,
 BH2898'WHO LIVES 0.2 MILE NORTH OF THE STATION.
 BH2898'
 BH2898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 BH2898'STATE HIGHWAY 26 IN THE WEST EDGE OF POPLARVILLE, GO NORTH ON
 BH2898'U.S. HIGHWAY 11 FOR 6.0 MILES TO CROSSROADS AND SIGN ON THE
 BH2898'RIGHT.  PEARL RIVER DISTRICT INTERNATIONAL PAPER COMPANY.  TURN
 BH2898'LEFT AND GO WESTERLY ON GRAVELED ROAD FOR 2.1 MILES TO CROSSROAD.
 BH2898'BEAR RIGHT THEN LEFT, WESTERLY FOR 0.35 MILE TO FORK AND CURCH
 BH2898'AND CEMETERY ON THE LEFT.  KEEP THE RIGHT FORK AND GO
 BH2898'NORTHERLY FOR 0.6 MILE TO CROSSROADS.  CONTINUE NOTHERLY FOR 3.0
 BH2898'MILES TO TOP OF SMALL KNOLL, AT BOARD GATE ON THE LEFT AND THE
 BH2898'STATION.  CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON
 BH2898'THE RIGHT.
 BH2898'
 BH2898'THE STATION MARK IS A STANDARD DISK STAMPED BILBO 1943, SET IN
 BH2898'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BH2898'4-INCHES.  IT IS 42 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BH2898'24 FEET NORTH-NORTHWEST OF THE NORTH GATE POST, 20 FEET NORTH OF A
 BH2898'10-INCH TUNG TREE AND 10 FEET WEST OF A WIRE FENCE.
 BH2898'
 BH2898'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BILBO NO 1 1943, SET
 BH2898'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BH2898'6-INCHES.  IT IS 23 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 BH2898'10.5 FEET EAST OF A WIRE FENCE.
 BH2898'
 BH2898'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BILBO NO 3 1943, SET
 BH2898'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BH2898'2-INCHES.  IT IS 28 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 20
 BH2898'FEET SOUTH OF THE SOUTH GATE POST AND 1 FOOT WEST OF A WIRE FENCE.
 BH2898'
 BH2898'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BILBO 1943 RESET
 BH2898'1964, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 BH2898'PROJECTS 4-INCHES.  IT IS 79 FEET SOUTH OF A FENCE CORNER POST,
 BH2898'30 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET NORTH OF
 BH2898'A METAL WITNESS SIGN POST AND 1 FOOT WEST OF A WIRE FENCE.
 BH2898
 BH2898                          STATION RECOVERY (1971)
 BH2898
 BH2898'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2898'THE STATION WAS VISITED 12-8-71 AND THE STATION MARK RM 1, RM 3, AND
 BH2898'THE AZIMUTH MARK WERE FOUND
 BH2898'IN GOOD CONDITION.
 BH2898'
 BH2898'THE STATION IS LOCATED 7 MILES WEST OF LUMBERTON, 10 MILES
 BH2898'NORTH-NORTHWEST OF
 BH2898'POPLARVILLE NEAR THE CENTER OF THE WEST SIDE OF SECTION 2, T 1S, R
 BH2898'16W, AND ON LAND OWNED BY MRS.
 BH2898'J.V. BILBO WHO LIVES 0.2 MILES NORTH OF THE STATION.  IT IS 42 FEET
 BH2898'WEST OF THE CENTER OF A BLACK
 BH2898'TOP ROAD, 22 FEET NORTHWEST OF THE NORTH GATE POST,
 BH2898'45 FEET NORTHWEST OF A TELEPHONE POLE, 111 FOOT
 BH2898'WEST OF A POWER POLE, 151 FEET NORTH-NORTHWEST
 BH2898'OF A T FENCE CORNER AND 11 FEET WEST OF A METAL WITNESS POST IN A
 BH2898'FENCE LINE.
 BH2898'
 BH2898'IT IS A TRIANGULATION DISK STAMPED BILBO 1943 PROJECTING 3 INCHES.
 BH2898'REFERENCE MARK
 BH2898'NO 1 IS 154.60 FEET NORTH OF THE STATION.  IT IS 21 FEET WEST OF
 BH2898'THE CENTER OF A BLACK TOP ROAD,
 BH2898'106 FEET SOUTHWEST OF A T FENCE CORNER, 10.5 FEET EAST
 BH2898'OF A FENCE, 3 FEET EAST OF A ROW OF POLES AND 1
 BH2898'FOOT WEST OF A METAL WITNESS POST.
 BH2898'IT IS A REFERENCE MARK DISK STAMPED BILBO NO 1 1943 PROJECTING 5
 BH2898'INCHES.
 BH2898'
 BH2898'REFERENCE MARK NO 3 IS 85.94 FEET EAST-SOUTHEAST OF THE STATION.  IT
 BH2898'IS 26 FEET EAST OF THE
 BH2898'CENTER OF A BLACK TOP ROAD, 20 FEET SOUTH OF THE STOUTH GATE POST,
 BH2898'71.5 FEET SOUTHEAST OF A POWER
 BH2898'POLE, 5.5 FEET NORTH OF A 10 PECAN, 1 FOOT WEST OF
 BH2898'A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2898'IT IS A REFERENCE MARK DISK, STAMPED
 BH2898'BILBO NO 3 1943 PROJECTING 3 INCHES.
 BH2898'
 BH2898'THE AZIMUTH MARK IS NORTH OF THE STATION.  IT IS 31 FEET EAST OF THE
 BH2898'CENTER OF A BLACK TOP ROAD,
 BH2898'79 FEET SOUTH OF A FENCE CORNER, 89 FEET NORTHEAST OF A POWER POLE,
 BH2898'1 FOOT WEST OF A FENCE AND 2 FEET
 BH2898'NORTH OF A METAL WITNESS POST.  IT IS A AZIMUTH
 BH2898'MARK DISK, STAMPED BILBO 1943 RESET 1964 PROJECTING
 BH2898'4 INCHES.
 BH2898'
 BH2898'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BH2898'STATE HIGHWAY 26 NEAR THE
 BH2898'SOUTHEAST CORNER OF THE GROUNDS OF PEARL RIVER JUNIOR COLLEGE IN
 BH2898'POPLARVILLE GO NORTH ON U.S. HIGHWAY 11 FOR 1.5 MILES TO AN ANGLING
 BH2898'SIDE ROAD LEFT.
 BH2898'TURN LEFT AND GO NORTHWEST ON A BLACK TOP
 BH2898'ROAD FOR 5.8 MILES TO A FORK.  TAKE THE
 BH2898'RIGHT FORK AND GO NORTH ON A BLACK TOP ROAD FOR 1.6 MILES TO
 BH2898'A CROSSROAD.  TURN LEFT AND GO
 BH2898'WEST ON A GRAVELED ROAD FOR 1.4 MILES TO ANOTHER CROSSROAD.  TURN
 BH2898'RIGHT AND GO NORTH ON A GRAVELED
 BH2898'ROAD FOR 1.4 MILES TO A SMALL KNOLL AND THE STATION IS ON THE
 BH2898'LEFT.  CONTINUE NORTH ON A BLACK TOP
 BH2898'ROAD FOR 0.35 MILES TO THE AZIMUTH ON THE RIGHT.
 BH2898'
 BH2898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES WEST OF
 BH2898'LUMBERTON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1789 ***********************************************************************
 EG1789  DESIGNATION -  BILLYS
 EG1789  PID         -  EG1789
 EG1789  STATE/COUNTY-  MS/YALOBUSHA
 EG1789  USGS QUAD   -  COKER LAKE (1983)
 EG1789
 EG1789                         *CURRENT SURVEY CONTROL
 EG1789  ___________________________________________________________________
 EG1789* NAD 83(1993)-  34 06 31.23326(N)    089 46 55.47656(W)     ADJUSTED  
 EG1789* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 EG1789  ___________________________________________________________________
 EG1789  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EG1789  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EG1789  HORZ ORDER  -  SECOND
 EG1789
 EG1789.The horizontal coordinates were established by classical geodetic methods
 EG1789.and adjusted by the National Geodetic Survey in May 1994.
 EG1789
 EG1789.The orthometric height was scaled from a topographic map.
 EG1789
 EG1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1789
 EG1789.The geoid height was determined by GEOID03.
 EG1789
 EG1789;                    North         East     Units Scale Factor Converg.
 EG1789;SPC MS W     -   511,138.517   750,860.518   MT  0.99998188   +0 18 32.9
 EG1789;SPC MS W     - 1,676,960.28  2,463,448.22   sFT  0.99998188   +0 18 32.9
 EG1789;SPC MS E     -   511,407.738   212,465.193   MT  1.00004442   -0 31 55.4
 EG1789;SPC MS E     - 1,677,843.55    697,062.89   sFT  1.00004442   -0 31 55.4
 EG1789;UTM  16      - 3,777,701.332   243,371.161   MT  1.00041192   -1 33 39.4
 EG1789
 EG1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1789!SPC MS W     -   0.99998453  x   0.99998188  =   0.99996641
 EG1789!SPC MS E     -   0.99998453  x   1.00004442  =   1.00002895
 EG1789!UTM  16      -   0.99998453  x   1.00041192  =   1.00039644
 EG1789
 EG1789|---------------------------------------------------------------------|
 EG1789| PID    Reference Object                     Distance      Geod. Az  |
 EG1789|                                                           dddmmss.s |
 EG1789| CG3251 BILLYS RM 1                          46.948 METERS 05805     |
 EG1789| CG3252 BILLYS RM 2                          41.639 METERS 16434     |
 EG1789| CG3250 BILLYS AZ MK                                       1801252.5 |
 EG1789| EG1799 OAKLAND                             APPROX.17.7 KM 2473500.2 |
 EG1789|---------------------------------------------------------------------|
 EG1789
 EG1789                          SUPERSEDED SURVEY CONTROL
 EG1789
 EG1789  NAD 83(1986)-  34 06 31.24432(N)    089 46 55.47422(W) AD(       ) 2
 EG1789  NAD 27      -  34 06 30.84740(N)    089 46 55.15210(W) AD(       ) 2
 EG1789
 EG1789.Superseded values are not recommended for survey control.
 EG1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1789.See file dsdata.txt to determine how the superseded data were derived.
 EG1789
 EG1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4337177701(NAD 83)
 EG1789_MARKER: DS = TRIANGULATION STATION DISK
 EG1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1789
 EG1789  HISTORY     - Date     Condition        Report By
 EG1789  HISTORY     - 1956     MONUMENTED       CGS
 EG1789  HISTORY     - 1957     GOOD             CGS
 EG1789  HISTORY     - 1974     GOOD             MSHD
 EG1789
 EG1789                          STATION DESCRIPTION
 EG1789
 EG1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1789'THE STATION IS IN SECTION 24, T 11 S, R 6 W, ABOUT 8 MILES NORTHEAST
 EG1789'OF OAKLAND, 11 MILES
 EG1789'NORTHWEST OF COFFEEVILLE, AND 0.5 MILE SOUTH OF
 EG1789'STATE HIGHWAY 32, ON PROPERTY OF MR
 EG1789'BRUCE JAMES.
 EG1789'
 EG1789'TO REACH STATION FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE
 EG1789'HIGHWAYS 32 AND 330, AT
 EG1789'OAKLAND, GO NORTH ON HIGHWAY 51-32 FOR 0.7 MILE TO THEIR
 EG1789'JUNCTION, TURN RIGHT, ON
 EG1789'STATE HIGHWAY 32, GRAVELED ROAD, AND
 EG1789'CONTINUE EASTERLY FOR 6.0 MILES TO BRIDGE
 EG1789'OVER LONG BRANCH CREEK,
 EG1789'CONTINUE EASTERLY FOR 2.6 MILES TO A CROSSROAD INTERSECTION
 EG1789'AT TOP OF HILL.
 EG1789'(ROAD ON RIGHT IS THE WESTERLY ROAD OF A TRIANGULAR JUNCTION
 EG1789'FORMED BY ROAD FORKS.)
 EG1789'TURN RIGHT, SOUTH, GRAVELED ROAD, GO 0.6 MILE
 EG1789'TO STATION ON THE RIGHT.  TO REACH
 EG1789'AZIMUTH MARK, CONTINUE SOUTH FOR
 EG1789'0.5 MILE TO AZIMUTH MARK ON THE LEFT.
 EG1789'
 EG1789'STATION MARKS, ARE STANDARD DISKS, STAMPED BILLYS 1956.  THE SURFACE
 EG1789'STATION MARK DISK IS SET
 EG1789'IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 EG1789'IT IS 154 FEET NORTH-NORTHEAST OF A
 EG1789'POWER LINE POLE, 55 FEET NORTH OF
 EG1789'A 6-INCH TREE, WITH TRIANGULAR BLAZE ON EAST SIDE, AND
 EG1789'46 FEET WEST OF
 EG1789'CENTER OF ROAD.  A STANDARD WITNESS POST WAS SET 2 FEET EAST OF
 EG1789'MARK.  THE
 EG1789'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS
 EG1789'OF CONCRETE 32 INCHES BELOW
 EG1789'GROUND.
 EG1789'
 EG1789'REFERENCE MARK 1, A STANDARD DISK, STAMPED BILLY NO 1 1956, IS SET IN
 EG1789'A SQUARE CONCRETE POST
 EG1789'WHICH PROJECTS 6 INCHES.  IT IS ACROSS THE ROAD
 EG1789'NORTHEAST OF STATION, 52 FEET
 EG1789'EAST OF CENTER OF ROAD, AND 2 FEET WEST
 EG1789'OF FENCE LINE.
 EG1789'
 EG1789'REFERENCE MARK 2, A STANDARD DISK, STAMPED BILLYS NO 2 1956, IS SET
 EG1789'IN A SQUARE CONCRETE POST
 EG1789'WHICH PROJECTS 6 INCHES.  IT IS ACROSS THE ROAD
 EG1789'SOUTH-SOUTHEAST OF STATION, 32
 EG1789'FEET EAST OF CENTER OF ROAD, AND 1.5
 EG1789'FEET WEST OF FENCE LINE.
 EG1789'
 EG1789'AZIMUTH MARK, A STANDARD DISK, STAMPED BILLYS 1956, IS SET IN A
 EG1789'SQUARE CONCRETE POST WHICH
 EG1789'PROJECTS 6 INCHES.  IT IS 94 FEET NORTHEAST OF POWER LINE
 EG1789'WHERE IT CROSSES OVER CENTER
 EG1789'OF ROAD, 33 FEET EAST OF CENTER OF ROAD,
 EG1789'AND 2 FEET WEST OF FENCE LINE.  A STANDARD
 EG1789'WITNESS POST WAS SET 2
 EG1789'FEET SOUTH OF MARK.
 EG1789'
 EG1789'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1789
 EG1789                          STATION RECOVERY (1957)
 EG1789
 EG1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EG1789'STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE
 EG1789'AZIMUTH MARK WERE
 EG1789'RECOVERED AND FOUND AS PREVIOUSLY DESCRIBED.  THE DESCRIPTION IS
 EG1789'ENTIRELY ADEQUATE.
 EG1789
 EG1789                          STATION RECOVERY (1974)
 EG1789
 EG1789'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 EG1789'THE STATION WAS VISITED 7-31-74 AND THE STATION MARK, RM NO 1, RM
 EG1789'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 EG1789'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 EG1789'
 EG1789'THE STATION IS LOCATED 8.4 MILES NORTHEAST OF OAKLAND, 9.4 MILES
 EG1789'WEST-SOUTHWEST OF WATER VALLEY, 11 MILES NORTHWEST OF COFFEEVILLE,
 EG1789'1/2 MILE SOUTH OF STATE HIGHWAY 32 ON THE WEST SIDE OF A BLACK TOP
 EG1789'ROAD, IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 24, T
 EG1789'26N, R 6W.  IT IS 44 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 154
 EG1789'FEET NORTH-NORTHEAST OF A POWER POLE, 21 FEET WEST OF THE EDGE OF A
 EG1789'4 FOOT BANK AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 EG1789'TRIANGULATION DISK, STAMPED BILLYS 1956 PROJECTING 6 INCHES.
 EG1789'
 EG1789'REFERENCE MARK NO 1 IS 154.03 FEET NORTHEAST OF THE STATION.  IT IS
 EG1789'54 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 6 FEET SOUTH OF A
 EG1789'7 INCH OAK, 6 FEET EAST OF THE CENTER OF A SMALL FIRE LANE, 1.5
 EG1789'FEET WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 EG1789'IS A REFERENCE MARK DISK, STAMPED BILLYS NO 1 1956 PROJECTING 6
 EG1789'INCHES.
 EG1789'
 EG1789'REFERENCE MARK NO 2 IS 136.61 FEET SOUTH-SOUTHEAST OF THE STATION.
 EG1789'IT IS 32 FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 7 FEET EAST
 EG1789'OF THE EDGE OF A 4 FOOT BANK, 2 FEET WEST OF A FENCE AND 1 FOOT
 EG1789'NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 EG1789'STAMPED BILLYS NO 2 1956 PROJECTING 6 INCHES.
 EG1789'
 EG1789'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 35 FEET
 EG1789'EAST OF THE CENTER OF A BLACK TOP ROAD, 51 FEET EAST OF A POWER
 EG1789'POLE WHERE THE WIRES ANGLE ACROSS THE ROAD, 51 FEET SOUTH-SOUTHEAST
 EG1789'OF A FENCE CORNER, 34 FEET SOUTH OF A 10 INCH OAK, 39 FEET NORTH
 EG1789'OF ANOTHER 10 INCH OAK, 28.5 FEET NORTH-NORTHWEST OF THE
 EG1789'NORTHWEST CORNER OF A SMALL SHED, 1.5 FEET WEST OF A FENCE AND 1
 EG1789'FOOT EAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 EG1789'STAMPED BILLYS 1955 PROJECTING 5 INCHES.
 EG1789'
 EG1789'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WATER VALLEY GO
 EG1789'SOUTH ON STATE HIGHWAY 7 (MAIN STREET) FOR 1.1 MILES TO THE JUNCTION
 EG1789'OF STATE HIGHWAY 32.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 32
 EG1789'FOR 9.6 MILES TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD RIGHT.
 EG1789'TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.5 MILE TO THE
 EG1789'STATION ON THE RIGHT.  TO REACH THE AZIMUTH CONTINUE SOUTH ON A
 EG1789'BLACK TOP ROAD FOR 0.5 MILE TO A POWER LINE ANGLING ACROSS THE
 EG1789'ROAD AND THE MARK ON THE LEFT.
 EG1789'
 EG1789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.4 MILES NE
 EG1789'OF OAKLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2400 ***********************************************************************
 BH2400  DESIGNATION -  BILO
 BH2400  PID         -  BH2400
 BH2400  STATE/COUNTY-  MS/HARRISON
 BH2400  USGS QUAD   -  BILOXI (1992)
 BH2400
 BH2400                         *CURRENT SURVEY CONTROL
 BH2400  ___________________________________________________________________
 BH2400* NAD 83(1993)-  30 23 38.03233(N)    088 54 04.58904(W)     ADJUSTED  
 BH2400* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 BH2400  ___________________________________________________________________
 BH2400  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BH2400  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH2400  HORZ ORDER  -  SECOND
 BH2400
 BH2400.The horizontal coordinates were established by classical geodetic methods
 BH2400.and adjusted by the National Geodetic Survey in May 1994.
 BH2400
 BH2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2400
 BH2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2400
 BH2400.The geoid height was determined by GEOID03.
 BH2400
 BH2400;                    North         East     Units Scale Factor Converg.
 BH2400;SPC MS E     -    99,086.978   293,470.956   MT  0.99995053   -0 02 03.7
 BH2400;SPC MS E     -   325,087.86    962,829.29   sFT  0.99995053   -0 02 03.7
 BH2400;SPC LA S     -   212,409.495 1,233,698.603   MT  0.99994919   +1 12 57.8
 BH2400;SPC LA S     -   696,880.15  4,047,559.50   sFT  0.99994919   +1 12 57.8
 BH2400;UTM  16      - 3,363,967.437   317,338.478   MT  1.00001163   -0 57 43.9
 BH2400
 BH2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2400!SPC MS E     -   1.00000413  x   0.99995053  =   0.99995466
 BH2400!SPC LA S     -   1.00000413  x   0.99994919  =   0.99995332
 BH2400!UTM  16      -   1.00000413  x   1.00001163  =   1.00001576
 BH2400
 BH2400:                Primary Azimuth Mark                     Grid Az
 BH2400:SPC MS E     -  BILOXI RAD STA WLOX MAST                 100 27 02.1
 BH2400:SPC LA S     -  BILOXI RAD STA WLOX MAST                 099 12 00.6
 BH2400:UTM  16      -  BILOXI RAD STA WLOX MAST                 101 22 42.3
 BH2400
 BH2400|---------------------------------------------------------------------|
 BH2400| PID    Reference Object                     Distance      Geod. Az  |
 BH2400|                                                           dddmmss.s |
 BH2400| BH2410 BILOXI RAD STA WLOX MAST            APPROX. 0.7 KM 1002458.4 |
 BH2400| DD7572 BILO RM 1                            13.618 METERS 11242     |
 BH2400| DD7573 BILO RM 2                            13.090 METERS 26048     |
 BH2400| DD7571 BILO AZ MK                                         2795007.1 |
 BH2400|---------------------------------------------------------------------|
 BH2400
 BH2400                          SUPERSEDED SURVEY CONTROL
 BH2400
 BH2400  NAD 83(1993)-  30 23 38.04658(N)    088 54 04.57948(W) AD(       ) 2
 BH2400  NAD 83(1986)-  30 23 38.05087(N)    088 54 04.58044(W) AD(       ) 2
 BH2400  NAD 27      -  30 23 37.34178(N)    088 54 04.47209(W) AD(       ) 2
 BH2400  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG    3  
 BH2400
 BH2400.Superseded values are not recommended for survey control.
 BH2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2400.See file dsdata.txt to determine how the superseded data were derived.
 BH2400
 BH2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1733863967(NAD 83)
 BH2400_MARKER: DS = TRIANGULATION STATION DISK
 BH2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2400+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 BH2400
 BH2400  HISTORY     - Date     Condition        Report By
 BH2400  HISTORY     - 1955     MONUMENTED       CGS
 BH2400  HISTORY     - 1966     GOOD             CGS
 BH2400  HISTORY     - 1966     GOOD             CGS
 BH2400  HISTORY     - 1967     GOOD             CGS
 BH2400  HISTORY     - 1969     GOOD             CGS
 BH2400  HISTORY     - 1970     GOOD             NGS
 BH2400  HISTORY     - 1976     GOOD             NGS
 BH2400  HISTORY     - 20070324 GOOD             NGS
 BH2400
 BH2400                          STATION DESCRIPTION
 BH2400
 BH2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 BH2400'THE STATION IS IN THE CITY OF BILOXI ON THE SOUTH SIDE OF WEST BEACH
 BH2400'BOULEVARD, (WHICH IS ALSO U.S. HIGHWAY 90), AT THE FOOT OF
 BH2400'PORTER AVENUE AND APPROXIMATELY 60 YARDS SOUTH OF THE BILOXI
 BH2400'LIGHTHOUSE.  THE LIGHTHOUSE IS ON THE LAWN IN THE CENTER OF THE
 BH2400'BOULEVARD, BETWEEN THE TWO LANES OF TRAFFIC.
 BH2400'
 BH2400'THE STATION MARK, STAMPED BILO 1955, IS ACROSS THE STREET FROM THE
 BH2400'BILOXI CHAMBER OF COMMERCE BUILDING, 15.2 FEET NORTH OF THE
 BH2400'NORTH EDGE OF THE CONCRETE SEA WALL, 4 FEET SOUTH-SOUTHEAST OF A
 BH2400'WITNESS POST AND ABOUT 3 INCHES HIGHER THAN THE TOP OF THE SEA
 BH2400'WALL.
 BH2400'
 BH2400'REFERENCE MARK NO. 1, STAMPED BILO NO 1 1955, IS A STANDARD DISK SET
 BH2400'IN THE TOP OF THE CONCRETE SEA WALL AT THE APPROXIMATE
 BH2400'CENTER OF A BULGE IN THE WALL.  IT IS 7 FEET EAST OF A 1268 PAINTED
 BH2400'ON THE TOP OF THE WALL.
 BH2400'
 BH2400'REFERENCE MARK NO. 2, STAMPED BILO NO 2 1955, IS A STANDARD DISK SET
 BH2400'IN THE TOP OF THE CONCRETE SEA WALL, 23 FEET EAST OF A 1267 PAINTED
 BH2400'ON THE TOP OF THE WALL.
 BH2400'
 BH2400'THE AZIMUTH MARK, STAMPED BILO 1955, IS A STANDARD DISK SET IN THE
 BH2400'TOP OF THE CONCRETE SEA WALL.  IT IS ABOUT 200 FEET WEST OF
 BH2400'THE HOTEL BILOXI SIGN, 53.5 FEET SOUTH OF THE CENTER OF THE
 BH2400'INTERSECTION OF A NORTHWEST-SOUTHEAST ROAD WHICH JOINS THE TWO
 BH2400'LANES OF TRAFFIC, 40.5 FEET SOUTH OF THE CENTER OF THE TWO SOUTHERN
 BH2400'LANES OF THE DIVIDED HIGHWAY AND 12.6 FEET SOUTH OF THE SOUTHWEST
 BH2400'CORNER OF A PARKING BAY.
 BH2400'
 BH2400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 BH2400'90 FOR ABOUT 0.3 MILE TO A HOUSE NO. 1318 ON THE NORTH AND THE
 BH2400'MARK IN THE SEA WALL ON THE SOUTH.
 BH2400'
 BH2400'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BH2400
 BH2400                          STATION RECOVERY (1966)
 BH2400
 BH2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2400'STATION MARK, ASIMUTH MARK AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD
 BH2400'CONDITION.  ORIGINAL DESCRIPTION IS GOOD WITH THE FOLLOWING
 BH2400'CHANGE-
 BH2400'
 BH2400'STATION MARK IS NOW IN AN ASPHALT PARKING AREA FLUSH WITH THE PAVING.
 BH2400'DISTANCES TO R.M.S WERE VERIFIED.
 BH2400
 BH2400                          STATION RECOVERY (1966)
 BH2400
 BH2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2400'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BH2400'THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED BUT THE DIRECTION
 BH2400'WAS FOUND TO BE 1 MINUTE AND 54 SECONDS HIGHER THAN THE PREVIOUS
 BH2400'VALUE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2
 BH2400'CHECKED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED BUT THE DISTANCE
 BH2400'WAS FOUND TO BE 0.25 MILE INSTEAD OF 0.3 MILE AS PREVIOUSLY
 BH2400'MEASURED.
 BH2400'
 BH2400'DUE TO SOME MINOR CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BH2400'
 BH2400'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF BILOXI.  IT IS IN
 BH2400'A PAVED PARKING AREA JUST NORTH OF A SEA WALL, ABOUT 200 FEET
 BH2400'SOUTH OF THE BILOXI LIGHTHOUSE AND 200 FEET SOUTHEAST OF THE
 BH2400'INTERSECTION OF PORTER AVENUE AND U.S.  HIGHWAY 90.
 BH2400'
 BH2400'THE STATION IS A STANDARD DISK STAMPED BILO 1955, SET IN THE TOP OF
 BH2400'AN 8 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 BH2400'SURFACE OF THE PAVEMENT.  IT IS 15.3 FEET NORTH OF THE SEAWALL, 153
 BH2400'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY
 BH2400'90 AND 181 FEET SOUTH OF THE BILOXI LIGHTHOUSE.
 BH2400'
 BH2400'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BILO NO 1 1955, IS
 BH2400'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 BH2400'SEAWALL.  IT IS 170 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 BH2400'LANE OF U.S. HIGHWAY 90.
 BH2400'
 BH2400'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BILO NO 2 1955, IS
 BH2400'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 BH2400'SEAWALL.  IT IS 166 FEET SOUTH OF THE CENTERLINE OF THE EAST LANE OF
 BH2400'U.S. HIGHWAY 90.
 BH2400'
 BH2400'AZIMUTH MARK IS A STANDARD DISK STAMPED BILO 1955, IS CEMENTED IN A
 BH2400'DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.  IT IS 41 FEET WEST
 BH2400'OF AN 8 INCH LIVE OAK TREE AND 203 FEET WEST OF A LARGE BILOXI HOTEL
 BH2400'SIGN.
 BH2400'
 BH2400'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY 90
 BH2400'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BH2400'
 BH2400'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BH2400
 BH2400                          STATION RECOVERY (1967)
 BH2400
 BH2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2400'STATION, REFERENCE MARKS, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 BH2400'CONDITION.  DESCRIPTION IS ADEQUATE.
 BH2400
 BH2400                          STATION RECOVERY (1969)
 BH2400
 BH2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2400'RECOVERED.  STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 BH2400'IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES TO RMS
 BH2400'WERE VERIFIED.
 BH2400
 BH2400                          STATION RECOVERY (1970)
 BH2400
 BH2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2400'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BH2400'RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION IS ADEQUATE.
 BH2400'
 BH2400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE SOUTHWEST
 BH2400'SECTION OF BILOXI.
 BH2400
 BH2400                          STATION RECOVERY (1976)
 BH2400
 BH2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH2400'STATION, REFERENCE MARKS, AZIMUTH MARK RECOVERED AND FOUND IN
 BH2400'GOOD CONDITION.  THE AZIMUTH MARK IS AT THE W END OF A PARKING
 BH2400'AREA.
 BH2400'
 BH2400'THE 1966 DESCRIPTION IS ADEQUATE.
 BH2400'
 BH2400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2400'SW PART OF BILOXI.
 BH2400
 BH2400                          STATION RECOVERY (2007)
 BH2400
 BH2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (TS)
 BH2400'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0296 ***********************************************************************
 BH0296  DESIGNATION -  BILOXI
 BH0296  PID         -  BH0296
 BH0296  STATE/COUNTY-  MS/HARRISON
 BH0296  USGS QUAD   -  BILOXI (1992)
 BH0296
 BH0296                         *CURRENT SURVEY CONTROL
 BH0296  ___________________________________________________________________
 BH0296* NAD 83(1993)-  30 23 46.42544(N)    088 56 00.29572(W)     ADJUSTED  
 BH0296* NAVD 88     -         6.921  (meters)      22.71   (feet)  ADJUSTED  
 BH0296  ___________________________________________________________________
 BH0296  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BH0296  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH0296  DYNAMIC HT  -           6.912 (meters)      22.68  (feet)  COMP
 BH0296  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BH0296
 BH0296  HORZ ORDER  -  FIRST
 BH0296  VERT ORDER  -  FIRST     CLASS I
 BH0296
 BH0296.The horizontal coordinates were established by classical geodetic methods
 BH0296.and adjusted by the National Geodetic Survey in May 1994.
 BH0296
 BH0296.The orthometric height was determined by differential leveling
 BH0296.and adjusted in June 1991.
 BH0296.WARNING-Repeat measurements at this control monument indicate possible
 BH0296.vertical movement.
 BH0296
 BH0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0296
 BH0296.The geoid height was determined by GEOID03.
 BH0296
 BH0296.The dynamic height is computed by dividing the NAVD 88
 BH0296.geopotential number by the normal gravity value computed on the
 BH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0296.degrees latitude (g = 980.6199 gals.).
 BH0296
 BH0296.The modeled gravity was interpolated from observed gravity values.
 BH0296
 BH0296;                    North         East     Units Scale Factor Converg.
 BH0296;SPC MS E     -    99,347.715   290,382.517   MT  0.99995114   -0 03 02.3
 BH0296;SPC MS E     -   325,943.29    952,696.64   sFT  0.99995114   -0 03 02.3
 BH0296;UTM  16      - 3,364,278.175   314,254.457   MT  1.00002565   -0 58 42.8
 BH0296
 BH0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0296!SPC MS E     -   1.00000335  x   0.99995114  =   0.99995449
 BH0296!UTM  16      -   1.00000335  x   1.00002565  =   1.00002900
 BH0296
 BH0296|---------------------------------------------------------------------|
 BH0296| PID    Reference Object                     Distance      Geod. Az  |
 BH0296|                                                           dddmmss.s |
 BH0296| BH0295 BILOXI RM 1                          50.542 METERS 08114     |
 BH0296| BH2411 BILOXI BUENA VISTA HOTEL TANK       APPROX. 3.8 KM 0913738.8 |
 BH0296| DD7574 BILOXI RM 2                         352.959 METERS 16358     |
 BH0296| BH2353 SHIP ISLAND TANK 1921               APPROX.18.9 KM 1690003.2 |
 BH0296| BH0886 GULFPORT RESET                      APPROX.17.4 KM 2570612.3 |
 BH0296| BH2587 GULFPORT US HOSP NO 74 STACK        APPROX.11.8 KM 2604351.6 |
 BH0296| BH2579 GULFPORT WALCOTT CAMPBELL TANK      APPROX.15.8 KM 2644117.7 |
 BH0296|---------------------------------------------------------------------|
 BH0296
 BH0296                          SUPERSEDED SURVEY CONTROL
 BH0296
 BH0296  NAD 83(1993)-  30 23 46.44153(N)    088 56 00.28960(W) AD(       ) 1
 BH0296  NAD 83(1986)-  30 23 46.44474(N)    088 56 00.28494(W) AD(       ) 1
 BH0296  NAD 27      -  30 23 45.72800(N)    088 56 00.17200(W) AD(       ) 1
 BH0296  NGVD 29 (??/??/??)    6.883  (m)           22.58   (f) ADJUSTED    1 1
 BH0296
 BH0296.Superseded values are not recommended for survey control.
 BH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0296.See file dsdata.txt to determine how the superseded data were derived.
 BH0296
 BH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1425464278(NAD 83)
 BH0296_MARKER: DS = TRIANGULATION STATION DISK
 BH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0296_STAMPING: BILOXI 1930
 BH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0296+STABILITY: SURFACE MOTION
 BH0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0296+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 BH0296
 BH0296  HISTORY     - Date     Condition        Report By
 BH0296  HISTORY     - 1930     MONUMENTED       CGS
 BH0296  HISTORY     - 1935     GOOD             CGS
 BH0296  HISTORY     - 1935     GOOD             CGS
 BH0296  HISTORY     - 1938     GOOD             CGS
 BH0296  HISTORY     - 1939     GOOD             USE
 BH0296  HISTORY     - 1946     GOOD             CGS
 BH0296  HISTORY     - 1950     GOOD             CGS
 BH0296  HISTORY     - 1955     GOOD             CGS
 BH0296  HISTORY     - 1966     GOOD             CGS
 BH0296  HISTORY     - 1968     GOOD             CGS
 BH0296  HISTORY     - 1970     GOOD             NGS
 BH0296  HISTORY     - 1976     GOOD             NGS
 BH0296  HISTORY     - 20050721 GOOD             NGS
 BH0296  HISTORY     - 20061109 MARK NOT FOUND   MSSU
 BH0296
 BH0296                          STATION DESCRIPTION
 BH0296
 BH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH0296'STATION IS IN THE WESTERN PART OF THE TOWN OF BILOXI, NEAR THE
 BH0296'SUBURBAN RAILWAY STATION OF HEARTSEASE, AND 1.9 MILES W OF BILOXI
 BH0296'LIGHTHOUSE.  IT IS ABOUT 1/4 MILE N OF U.S. HIGHWAY 90, ON THE
 BH0296'WESTERN SIDE OF MIRAMAR STREET WHICH RUNS N FROM THE SEA WALL.
 BH0296'
 BH0296'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0296'SET IN CONCRETE.
 BH0296'
 BH0296'MARK IS ON THE REAR LINE OF LOT 5, BLOCK 4, OF HOLMHAVEN
 BH0296'SUB-DIVISION, ABOUT 35 YARDS W OF MIRAMAR STREET, 90 YARDS N OF
 BH0296'WILKES STREET, AND 200 YARDS S OF LOUISVILLE AND NASHVILLE RAILWAY.
 BH0296'MARK IS 6 INCHES ABOVE SURFACE.
 BH0296'
 BH0296'REFERENCE MARK NO. 1--STATION SHOULD BE EASILY RECOVERED FROM THIS
 BH0296'REFERENCE MARK WHICH IS LOCATED ABOUT IN THE MIDDLE OF THE SIDEWALK
 BH0296'IN THE MIDDLE OF THE BLOCK ON THE E SIDE OF THE STREET.  IT IS ABOUT
 BH0296'120 FEET S OF THE MID-BLOCK FIREPLUG.  IT IS A STANDARD DISK
 BH0296'SET IN CEMENT SO THAT IT IS FLUSH WITH THE SURFACE OF THE SIDEWALK.
 BH0296'
 BH0296'REFERENCE MARK NO. 2 IS 1 FOOT N OF THE SEA WALL ABOUT 100 FEET E OF
 BH0296'THE PROJECTED CENTER LINE OF MIRAMAR STREET.  IT PROJECTS 6 INCHES
 BH0296'ABOVE THE SURFACE AND SHOULD BE EASILY RECOVERED.
 BH0296'
 BH0296'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BH0296
 BH0296                          STATION RECOVERY (1935)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH0296'STATION IS IN WESTERN PART OF TOWN, OF BILOXI.
 BH0296'
 BH0296'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND IN GOOD
 BH0296'CONDITION.
 BH0296'
 BH0296'REFERENCE MARK NO. 2 IS ABOUT 163 FEET E OF PROJECTED CENTER LINE OF
 BH0296'MIRAMAR STREET INSTEAD OF 100 FEET E AS OF ORIGINAL
 BH0296'DESCRIPTION.  THE REFERENCE MARK IS IN ORIGINAL POSITION AND IN GOOD
 BH0296'CONDITION.
 BH0296
 BH0296                          STATION RECOVERY (1935)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH0296'RECOVERED AS DESCRIBED.  DESCRIPTION BY F.L.G. 1930 COMPLETE AND
 BH0296'ADEQUATE.
 BH0296'
 BH0296'DISTANCE TO REFERENCE MARKS WAS NOT CHECKED.
 BH0296
 BH0296                          STATION RECOVERY (1938)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KJ)
 BH0296'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BH0296
 BH0296                          STATION RECOVERY (1939)
 BH0296
 BH0296'RECOVERY NOTE BY US ENGINEERS 1939
 BH0296'RECOVERED IN GOOD CONDITION.
 BH0296
 BH0296                          STATION RECOVERY (1946)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH0296'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  REFERENCE
 BH0296'MARK 2 WAS NOT FOUND, AND AT ITS APPROXIMATE POSITION SOIL
 BH0296'APPEARS TO HAVE BEEN REMOVED OR WASHED AWAY AND THEN REPLACED.  THE
 BH0296'DISTANCE FROM THE STATION TO REFERENCE MARK 1 COULD NOT BE CHECKED AS
 BH0296'THERE IS A HOUSE ON LINE.  OTHER THAN ABOVE, DESCRIPTION ADEQUATE.
 BH0296
 BH0296                          STATION RECOVERY (1950)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH0296'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 BH0296'REFERENCE MARK 2 WAS NOT RECOVERED.  IT WAS PROBABLY DESTROYED BY
 BH0296'BEACH EROSION AROUND THE SEA WALL.
 BH0296'
 BH0296'BECAUSE OF THE CHANGES MADE OVER THE YEARS IN BUILDINGS, OWNERSHIP,
 BH0296'ETC., THE ORIGINAL DESCRIPTION IS NOT ADEQUATE.  A COMPLETE NEW
 BH0296'DESCRIPTION FOLLOWS-
 BH0296'
 BH0296'STATION IS IN THE W PART OF THE CITY OF BILOXI, APPROXIMATELY 1.9
 BH0296'MILES W OF BILOXI LIGHTHOUSE.  IT IS APPROXIMATELY 1/4 MILE N OF WEST
 BH0296'BEACH BOULEVARD (U.S. HIGHWAY 90).
 BH0296'
 BH0296'STATION MARK IS A STANDARD DISK, STAMPED BILOXI 1930, AND SET IN THE
 BH0296'TOP OF A 10- BY 10- INCH CONCRETE MONUMENT PROJECTING 6
 BH0296'INCHES ABOVE GROUND.  IT IS IN THE SW CORNER OF THE PROPERTY AT 221
 BH0296'MIRAMAR STREET, 1.6 FEET E OF THE FENCE ON THE W SIDE OF THE
 BH0296'PROPERTY, AND 2.1 FEET N OF THE FENCE ON THE S SIDE.
 BH0296'
 BH0296'ACCORDING TO ORIGINAL DESCRIPTION, UNDERGROUND MARK IS A STANDARD
 BH0296'DISK SET IN CONCRETE.
 BH0296'
 BH0296'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BILOXI NO 1 1930, AND
 BH0296'SET FLUSH WITH THE SURFACE OF THE SIDEWALK.  IT IS IN THE MIDDLE
 BH0296'OF THE SIDEWALK ON THE E SIDE OF MIRAMAR STREET, 150.3 FEET S OF A
 BH0296'FIREPLUG APPROXIMATELY IN THE CENTER OF THE BLOCK AND ON THE SAME
 BH0296'SIDE OF THE STREET.  THIS REFERENCE MARK IS NOT VISIBLE FROM THE
 BH0296'STATION ON THE GROUND BECAUSE OF CONSTRUCTION OF A BUILDING ON LINE.
 BH0296
 BH0296                          STATION RECOVERY (1955)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0296'2.65 MI W FROM BILOXI.
 BH0296'ABOUT 2.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0296'THE STATION AT BILOXI, THENCE ABOUT 200 YARDS SOUTH ALONG MIRAMAR
 BH0296'AVENUE, 287 FEET NORTH OF NORTH CURB OF WILKES STREET, 127 FEET WEST
 BH0296'OF WEST CURB OF MIRAMAR AVENUE, 61 1/2 FEET WEST OF SOUTHWEST CORNER
 BH0296'OF HOUSE NO. 221 MIRAMAR AVENUE, IN THE SOUTHWEST CORNER OF BACK YARD
 BH0296'OF HOUSE, 2 FEET NORTH AND 1 FOOT EAST OF FENCE LINES, ABOUT 7 FEET
 BH0296'ABOVE LEVEL OF STREET, AND SET IN THE TOP OF A CONCRETE POST
 BH0296'PROJECTING 6 INCHES.
 BH0296
 BH0296                          STATION RECOVERY (1966)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH0296'STATION MARK AND R.M. NO 1 RECOVERED IN GOOD CONDITION.  THE RECOVERY
 BH0296'NOTE BY G.E.M., JR. IN 1950 IS GOOD WITH THE FOLLOWING CHANGE-
 BH0296'
 BH0296'R.M. NO 1 IS STAMPED BIOLXI NO 1 1930.  A THOROUGH SEARCH FAILED TO
 BH0296'FIND ANY EVIDENCE OF R.M. 2.
 BH0296
 BH0296                          STATION RECOVERY (1968)
 BH0296
 BH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 BH0296'THE STATION MARK AND RM 1 WAS RECOVERED AND IN GOOD CONDITION.  RM 2
 BH0296'WAS NOT RECOVERED.
 BH0296'
 BH0296'THE STATION MAY BE REACHED FROM THE JUNCTION OF MIRAMAR STREET AND
 BH0296'IRISH HILL AT BILOXI BY GOING 0.1 MILE SOUTH ALONG MIRAMAR STREET
 BH0296'TO THE STATION.
 BH0296'
 BH0296'THE STATION IS 287 YARDS NORTH OF THE NORTH CURB OF WILKES STREET, AT
 BH0296'THE SOUTHWEST CORNER OF A YARD AT 221 MIRAMAR STREET, 61.5 FEET
 BH0296'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2 FEET NORTH OF AN
 BH0296'EAST-WEST FENCE LINE, 7 FEET ABOVE THE LEVEL OF THE STREET AND SET
 BH0296'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF
 BH0296'THE GROUND.
 BH0296'
 BH0296'RM 1 IS SET ON THE TOP OF THE CONCRETE SIDEWALK ALONG THE EAST SIDE
 BH0296'OF THE AVENUE AND IN FRONT OF A RESIDENCE AT 220 MIRAMAR, 313
 BH0296'FEET NORTH OF THE NORTH CURB OF WILKEN AVENUE, 7.9 FEET EAST OF THE
 BH0296'EAST CURB OF MIRAMAR AND LEVEL WITH SIDEWALK.  THE MEASUREMENT
 BH0296'FROM THE STATION TO RM 1 COULD NOT BE MADE DUE TO A HOUSE IN LINE.
 BH0296'NO OTHER MARKS ESTABLISHED AS NO SUITABLE PLACE COULD BE
 BH0296'FOUND IN VICINITY.
 BH0296'
 BH0296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.6 MILES WEST OF
 BH0296'THE LOUISVILLE AND NASHVILLE STATION IN BILOXI.
 BH0296
 BH0296                          STATION RECOVERY (1970)
 BH0296
 BH0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH0296'STATION MARK AND R.M. NO. 1 RECOVERED IN GOOD CONDITION.  THE
 BH0296'STAMPINGS WERE CHECKED AND FOUND TO BE ACCURATE.  RECOVERY
 BH0296'NOTE BY G.E.M. JR., IN 1950, IS ADEQUATE FOR RECOVERY
 BH0296'
 BH0296'R.M. NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS PRESUMED LOST.
 BH0296
 BH0296                          STATION RECOVERY (1976)
 BH0296
 BH0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0296'RECOVERED IN GOOD CONDITION.
 BH0296
 BH0296                          STATION RECOVERY (2005)
 BH0296
 BH0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0296'IN BACK CORNER OF FENCED YARD AT 161 MIRAMAR
 BH0296
 BH0296                          STATION RECOVERY (2006)
 BH0296
 BH0296'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (MLF)
 BH0296'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3295 ***********************************************************************
 BH3295  DESIGNATION -  BILOXI BASE STATION
 BH3295  PID         -  BH3295
 BH3295  STATE/COUNTY-  MS/HARRISON
 BH3295  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH3295
 BH3295                         *CURRENT SURVEY CONTROL
 BH3295  ___________________________________________________________________
 BH3295* NAD 83(2007)-  30 23 28.71253(N)    088 51 28.69359(W)     NO CHECK  
 BH3295* NAVD 88     -        15.     (meters)      49.     (feet)  GPS OBS   
 BH3295  ___________________________________________________________________
 BH3295  EPOCH DATE  -        2002.00
 BH3295  X           -     109,747.823 (meters)                     COMP
 BH3295  Y           -  -5,505,334.117 (meters)                     COMP
 BH3295  Z           -   3,207,860.009 (meters)                     COMP
 BH3295  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BH3295  ELLIP HEIGHT-         -12.966 (meters)          (02/10/07) NO CHECK
 BH3295  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH3295
 BH3295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH3295  Type    PID    Designation                      North   East  Ellip
 BH3295  -------------------------------------------------------------------
 BH3295  NETWORK BH3295 BILOXI BASE STATION               0.90   1.10   4.02
 BH3295  -------------------------------------------------------------------
 BH3295
 BH3295.The horizontal coordinates were established by GPS observations
 BH3295.and adjusted by the National Geodetic Survey in February 2007.
 BH3295
 BH3295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH3295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH3295.No horizontal observational check was made to the station.
 BH3295.The horizontal coordinates are valid at the epoch date displayed above.
 BH3295.The epoch date for horizontal control is a decimal equivalence
 BH3295.of Year/Month/Day.
 BH3295
 BH3295.The orthometric height was determined by GPS observations and a
 BH3295.high-resolution geoid model.
 BH3295.No vertical observational check was made to the station.
 BH3295
 BH3295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3295
 BH3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3295
 BH3295.The ellipsoidal height was determined by GPS observations
 BH3295.and is referenced to NAD 83.
 BH3295
 BH3295.The geoid height was determined by GEOID03.
 BH3295
 BH3295;                    North         East     Units Scale Factor Converg.
 BH3295;SPC MS E     -    98,798.295   297,632.357   MT  0.99995007   -0 00 44.9
 BH3295;SPC MS E     -   324,140.74    976,482.16   sFT  0.99995007   -0 00 44.9
 BH3295;UTM  16      - 3,363,611.392   321,494.875   MT  0.99999311   -0 56 24.7
 BH3295
 BH3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3295!SPC MS E     -   1.00000204  x   0.99995007  =   0.99995211
 BH3295!UTM  16      -   1.00000204  x   0.99999311  =   0.99999515
 BH3295
 BH3295                          SUPERSEDED SURVEY CONTROL
 BH3295
 BH3295  ELLIP H (04/15/02)  -13.024  (m)                       GP(       ) 4 2
 BH3295  NAD 83(1993)-  30 23 28.73219(N)    088 51 28.67970(W) AD(       ) 1
 BH3295  NAD 83(1993)-  30 23 28.71243(N)    088 51 28.69374(W) AD(       ) 1
 BH3295  ELLIP H (01/12/94)  -12.867  (m)                       GP(       ) 4 2
 BH3295
 BH3295.Superseded values are not recommended for survey control.
 BH3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3295.See file dsdata.txt to determine how the superseded data were derived.
 BH3295
 BH3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2149563611(NAD 83)
 BH3295_MARKER: Z = SEE DESCRIPTION
 BH3295_SETTING: 0 = UNSPECIFIED SETTING
 BH3295_STAMPING: BILOXI
 BH3295_MARK LOGO: MSDEQ 
 BH3295_MAGNETIC: P = MARKER IS A STEEL PIPE
 BH3295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3295+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3295
 BH3295  HISTORY     - Date     Condition        Report By
 BH3295  HISTORY     - 1993     MONUMENTED       MSDEQ
 BH3295
 BH3295                          STATION DESCRIPTION
 BH3295
 BH3295'DESCRIBED BY MS DEPT OF ENV QUAL 1993
 BH3295'LOCATED ABOUT 5.75 MI (9.25 KM) EAST OF KEESLER AIR FORCE BASE AND
 BH3295'ABOUT 2.5 MI (4.0 KM) WEST OF OCEAN SPRINGS.  ON THE ROOF OF THE GULF
 BH3295'COAST RESARCH LAP. OWNERSHIP--J.L. SCOTT EDUCATION CENTER AT POINT
 BH3295'CADET, BILOXI, MISSISSIPPI.  SEE BUILDING MAINTENANCE MANAGER FOR
 BH3295'ACCESS.
 BH3295'TO REACH THE STATION FROM THE CENTER OF THE DRAW-SPAN OF THE U.S.
 BH3295'HIGHWAY 90 BRIDGE OVER BILOXI BAY, GO WEST ON U.S. HIGHWAY 90 FOR 1.3
 BH3295'MI (2.1 KM) TO THE J.L. SCOTT EDUCATION CENTER ON THE LEFT.
 BH3295'THE STATION IS ON THE ROOF OF THE EDUCATION CENTER, A TWO STORY
 BH3295'BUILDING. THE STATION IS A 1-INCH PIPE BOLTED TO THE TOP OF THE
 BH3295'TALLEST AIR CONDITIONING STRUCTURE ON THE BUILDING NEAR THE EAST SIDE
 BH3295'OF THE ROOF.  THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 BH3295'STRUCTURE 82.0 FT (25.0 M) FROM THE NORTHERN MOST CORNER OF THE
 BH3295'BUILDING AND 12 FT (3.7 M) WEST FROM THE EAST EDGE OF THE BUILDING. A
 BH3295'SMALL RECTANGULAR ALUMINUM PLATE READS MISSISSIPPI DEPT. OF
 BH3295'ENVIROMENTAL QUALITY, GPS STATION BILOXI, DO NOT DISTURB.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2407 ***********************************************************************
 BH2407  DESIGNATION -  BILOXI BAY HWY 57 DRAWSPAN LT
 BH2407  PID         -  BH2407
 BH2407  STATE/COUNTY-  MS/HARRISON
 BH2407  USGS QUAD   -  BILOXI (1992)
 BH2407
 BH2407                         *CURRENT SURVEY CONTROL
 BH2407  ___________________________________________________________________
 BH2407* NAD 83(1993)-  30 25 13.58851(N)    088 53 29.03606(W)     ADJUSTED  
 BH2407* NAVD 88     -              **(meters)            **(feet)            
 BH2407  ___________________________________________________________________
 BH2407  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2407  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH2407  HORZ ORDER  -  THIRD
 BH2407
 BH2407.The horizontal coordinates were established by classical geodetic methods
 BH2407.and adjusted by the National Geodetic Survey in May 1994.
 BH2407
 BH2407
 BH2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2407
 BH2407.The geoid height was determined by GEOID03.
 BH2407
 BH2407;                    North         East     Units Scale Factor Converg.
 BH2407;SPC MS E     -   102,028.885   294,421.515   MT  0.99995038   -0 01 45.8
 BH2407;SPC MS E     -   334,739.77    965,947.92   sFT  0.99995038   -0 01 45.8
 BH2407;UTM  16      - 3,366,893.733   318,336.627   MT  1.00000714   -0 57 28.6
 BH2407
 BH2407                          SUPERSEDED SURVEY CONTROL
 BH2407
 BH2407  NAD 83(1993)-  30 25 13.60394(N)    088 53 29.02666(W) AD(       ) 4
 BH2407  NAD 83(1986)-  30 25 13.60886(N)    088 53 29.02206(W) AD(       ) 4
 BH2407  NAD 27      -  30 25 12.89900(N)    088 53 28.90600(W) AD(       ) 3
 BH2407
 BH2407.Superseded values are not recommended for survey control.
 BH2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2407.See file dsdata.txt to determine how the superseded data were derived.
 BH2407
 BH2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1833766894(NAD 83)
 BH2407_MARKER: 14 = NAVIGATION LIGHT
 BH2407
 BH2407  HISTORY     - Date     Condition        Report By
 BH2407  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2407  HISTORY     - 1946     GOOD             CGS
 BH2407  HISTORY     - 1950     GOOD             CGS
 BH2407  HISTORY     - 1967     GOOD             CGS
 BH2407  HISTORY     - 1969     GOOD             CGS
 BH2407  HISTORY     - 1972     GOOD             MSHD
 BH2407
 BH2407                          STATION DESCRIPTION
 BH2407
 BH2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2407'THE STATION IS THE LIGHT ON TOP OF THE CENTER OF THE DRAWSPAN ON
 BH2407'HIGHWAY NO. 57 ACROSS BILOXI BAY ON THE N SIDE OF BILOXI.  AN
 BH2407'INTERSECTION STATION.
 BH2407
 BH2407                          STATION RECOVERY (1946)
 BH2407
 BH2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2407'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 BH2407
 BH2407                          STATION RECOVERY (1950)
 BH2407
 BH2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2407'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 BH2407'G.L.A. IN 1935 IS CORRECT AND ADEQUATE.
 BH2407
 BH2407                          STATION RECOVERY (1967)
 BH2407
 BH2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2407'STATION IS STILL IN PLACE.
 BH2407'
 BH2407'STATION IS ALSO KNOWN AS BILOXI BAY HIGHWAY 57 DRAWSPAN CENTER LIGHT
 BH2407'1935
 BH2407
 BH2407                          STATION RECOVERY (1969)
 BH2407
 BH2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2407'RECOVERED.  THE ORIGINAL DESCRIPTION BY G.L.A., 1935 IS ADEQUATE.
 BH2407
 BH2407                          STATION RECOVERY (1972)
 BH2407
 BH2407'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2407'THE STATION WAS VISITED 1-20-72 AND WAS FOUND TO BE AS DESCRIBED.
 BH2407'(NOTE-THE ROUTE IS NOW HIGHWAY 67 AND 15.) THIS BRIDGE WAS HIT
 BH2407'BY HURRICANE CAMILLE AND WAS HEAVILY DAMAGED.  IT IS NOT KNOWN IF THE
 BH2407'DRAWBRIDGE MOVED OR NOT.
 BH2407'
 BH2407'THE STATION IS LOCATED 1.5 MILES NORTH OF BILOXI OVER BILOXI BAY.  IT
 BH2407'IS A STEEL BRIDGE CENTERED ON A PIER AND WILL SWING 90 DEGREES.
 BH2407'THERE ARE THREE LIGHTS ON TOP OF THE BRIDGE AND THE STATION IS THE
 BH2407'CENTER OF ONE OF THESE LIGHTS.
 BH2407'
 BH2407'TO REACH THE STATION FROM THE L AND N RAILROAD STATION IN BILOXI GO
 BH2407'NORTH ON CAILLAVET STREET (STATE HIGHWAY 15 AND 67) FOR 1.5 MILES TO
 BH2407'THE SWING BRIDGE OVER BILOXI BAY.
 BH2407'
 BH2407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTH OF
 BH2407'BILOXI
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2411 ***********************************************************************
 BH2411  DESIGNATION -  BILOXI BUENA VISTA HOTEL TANK
 BH2411  PID         -  BH2411
 BH2411  STATE/COUNTY-  MS/HARRISON
 BH2411  USGS QUAD   -  BILOXI (1992)
 BH2411
 BH2411                         *CURRENT SURVEY CONTROL
 BH2411  ___________________________________________________________________
 BH2411* NAD 83(1993)-  30 23 42.86471(N)    088 53 36.63336(W)     ADJUSTED  
 BH2411* NAVD 88     -              **(meters)            **(feet)            
 BH2411  ___________________________________________________________________
 BH2411  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BH2411  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2411  HORZ ORDER  -  THIRD
 BH2411
 BH2411.The horizontal coordinates were established by classical geodetic methods
 BH2411.and adjusted by the National Geodetic Survey in May 1994.
 BH2411
 BH2411
 BH2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2411
 BH2411.The geoid height was determined by GEOID03.
 BH2411
 BH2411;                    North         East     Units Scale Factor Converg.
 BH2411;SPC MS E     -    99,235.357   294,217.283   MT  0.99995041   -0 01 49.6
 BH2411;SPC MS E     -   325,574.67    965,277.87   sFT  0.99995041   -0 01 49.6
 BH2411;UTM  16      - 3,364,103.720   318,087.154   MT  1.00000826   -0 57 29.9
 BH2411
 BH2411                          SUPERSEDED SURVEY CONTROL
 BH2411
 BH2411  NAD 83(1993)-  30 23 42.87995(N)    088 53 36.62509(W) AD(       ) 4
 BH2411  NAD 83(1986)-  30 23 42.88443(N)    088 53 36.62306(W) AD(       ) 4
 BH2411  NAD 27      -  30 23 42.16800(N)    088 53 36.51900(W) AD(       ) 3
 BH2411
 BH2411.Superseded values are not recommended for survey control.
 BH2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2411.See file dsdata.txt to determine how the superseded data were derived.
 BH2411
 BH2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1808764104(NAD 83)
 BH2411_MARKER: 53 = ELEVATED TANK
 BH2411
 BH2411  HISTORY     - Date     Condition        Report By
 BH2411  HISTORY     - 1930     FIRST OBSERVED   CGS
 BH2411  HISTORY     - 1943     GOOD             CGS
 BH2411  HISTORY     - 1950     GOOD             CGS
 BH2411  HISTORY     - 1958     GOOD             CGS
 BH2411  HISTORY     - 1967     GOOD             CGS
 BH2411  HISTORY     - 1969     GOOD             CGS
 BH2411  HISTORY     - 1972     GOOD             MSHD
 BH2411
 BH2411                          STATION DESCRIPTION
 BH2411
 BH2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2411'THIS INTERSECTION STATION IS LOCATED IN THE W EDGE OF THE CITY OF
 BH2411'BILOXI.
 BH2411'THE TANK IS 100 FEET N AND IN THE REAR OF THE BUENA VISTA
 BH2411'HOTEL.  THE HOTEL IS IN THE NW ANGLE OF THE INTERSECTION OF COUEVAS
 BH2411'STREET WITH U.S. HIGHWAY 90.  THE TANK IS SILVER PAINTED AND ABOUT
 BH2411'100 FEET IN HEIGHT.
 BH2411'
 BH2411'TO REACH THE STATION FROM THE LIGHTHOUSE ALONG U.S. HIGHWAY 90 IN
 BH2411'BILOXI, GO E ON HIGHWAY 90 FOR 0.45 MILE TO THE HOTEL AND STATION ON
 BH2411'THE LEFT.
 BH2411
 BH2411                          STATION RECOVERY (1950)
 BH2411
 BH2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2411'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION CORRECT
 BH2411'AND ADEQUATE EXCEPT FOR THE FOLLOWING ADDITIONS-
 BH2411'
 BH2411'HOTEL HAS BEEN EXTENDED TO REAR SO THAT CENTER OF TANK IS NO 26.6
 BH2411'FEET E OF THE N WING OF THE HOTEL AND 21.8 FEET W OF THE W CURB OF
 BH2411'A DRIVEWAY LEADING S.  TANK IS 126 FEET ABOVE GROUND.
 BH2411
 BH2411                          STATION RECOVERY (1958)
 BH2411
 BH2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2411'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BH2411
 BH2411                          STATION RECOVERY (1967)
 BH2411
 BH2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2411'TANK IS STANDING AND IN GOOD CONDITION.
 BH2411
 BH2411                          STATION RECOVERY (1969)
 BH2411
 BH2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2411'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2411
 BH2411                          STATION RECOVERY (1972)
 BH2411
 BH2411'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2411'THE STATION WAS VISITED 7-20-72 AND WAS FOUND IN GOOD CONDITION.
 BH2411'
 BH2411'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 BH2411'STATE HIGHWAY 15 AND U.S. HIGHWAY 90 IN BILOXI.  IT IS A
 BH2411'HEMISPHERICAL BOTTOM AND CONICAL TOP TYPE TANK ATOP A FOUR LEGGED
 BH2411'STEEL STRUCTURE SILVER IN COLOR AND IS 126 FEET ABOVE THE
 BH2411'GROUND.  IT IS 26.6 FEET EAST OF THE NORTH WING OF THE MOTEL AND IS
 BH2411'21.8 FEET WEST OF THE WEST CURB OF A DRIVEWAY.
 BH2411'
 BH2411'TO REACH THE STATION FROM THE LIGHTHOUSE IN BILOXI GO EAST ON U.S.
 BH2411'HIGHWAY 90 FOR 0.45 MILES TO THE MOTEL AND THE TANK ON THE LEFT
 BH2411'JUST BEFORE REACHING STATE HIGHWAY 15.
 BH2411'
 BH2411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN BILOXI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2364 ***********************************************************************
 BH2364  DESIGNATION -  BILOXI CHANNEL BEACON 36
 BH2364  PID         -  BH2364
 BH2364  STATE/COUNTY-  MS/HARRISON
 BH2364  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2364
 BH2364                         *CURRENT SURVEY CONTROL
 BH2364  ___________________________________________________________________
 BH2364* NAD 83(1993)-  30 23 11.25960(N)    088 50 55.99685(W)     ADJUSTED  
 BH2364* NAVD 88     -              **(meters)            **(feet)            
 BH2364  ___________________________________________________________________
 BH2364  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BH2364  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2364  HORZ ORDER  -  THIRD
 BH2364
 BH2364.The horizontal coordinates were established by classical geodetic methods
 BH2364.and adjusted by the National Geodetic Survey in May 1994.
 BH2364
 BH2364
 BH2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2364
 BH2364.The geoid height was determined by GEOID03.
 BH2364
 BH2364;                    North         East     Units Scale Factor Converg.
 BH2364;SPC MS E     -    98,260.719   298,505.111   MT  0.99995003   -0 00 28.3
 BH2364;SPC MS E     -   322,377.04    979,345.52   sFT  0.99995003   -0 00 28.3
 BH2364;UTM  16      - 3,363,059.733   322,358.847   MT  0.99998931   -0 56 07.7
 BH2364
 BH2364                          SUPERSEDED SURVEY CONTROL
 BH2364
 BH2364  NAD 83(1993)-  30 23 11.27234(N)    088 50 55.98688(W) AD(       ) 4
 BH2364  NAD 83(1986)-  30 23 11.27936(N)    088 50 55.98351(W) AD(       ) 4
 BH2364  NAD 27      -  30 23 10.56900(N)    088 50 55.86700(W) AD(       ) 3
 BH2364
 BH2364.Superseded values are not recommended for survey control.
 BH2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2364.See file dsdata.txt to determine how the superseded data were derived.
 BH2364
 BH2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2235963060(NAD 83)
 BH2364_MARKER: 14 = NAVIGATION LIGHT
 BH2364
 BH2364  HISTORY     - Date     Condition        Report By
 BH2364  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2364  HISTORY     - 1946     GOOD             CGS
 BH2364  HISTORY     - 1950     GOOD             CGS
 BH2364  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2364
 BH2364                          STATION DESCRIPTION
 BH2364
 BH2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2364'THE CENTER OF THE LIGHT WAS LOCATED.
 BH2364'
 BH2364'INTERSECTION STATION.
 BH2364
 BH2364                          STATION RECOVERY (1946)
 BH2364
 BH2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2364'STATION RECOVERED IN GOOD CONDITION.  POSITION WAS CHECKED BY 3 PLANE
 BH2364'TABLE CUTS AND APPARENTLY HAS NOT MOVED.
 BH2364
 BH2364                          STATION RECOVERY (1950)
 BH2364
 BH2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2364'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS APPROXIMATELY 3,300
 BH2364'FEET ESE OF THE CONCRETE SEAPLANE RAMP AT THE NATIONAL GUARD
 BH2364'ARMORY IN BILOXI.
 BH2364'IT WAS BUILT IN 1933.
 BH2364
 BH2364                          STATION RECOVERY (1970)
 BH2364
 BH2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2364'DESTROYED.  THE EXISTING LIGHT 36 IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2408 ***********************************************************************
 BH2408  DESIGNATION -  BILOXI CHANNEL BEACON 16
 BH2408  PID         -  BH2408
 BH2408  STATE/COUNTY-  MS/HARRISON
 BH2408  USGS QUAD   -  BILOXI (1992)
 BH2408
 BH2408                         *CURRENT SURVEY CONTROL
 BH2408  ___________________________________________________________________
 BH2408* NAD 83(1993)-  30 23 24.07097(N)    088 52 58.56229(W)     ADJUSTED  
 BH2408* NAVD 88     -              **(meters)            **(feet)            
 BH2408  ___________________________________________________________________
 BH2408  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BH2408  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH2408  HORZ ORDER  -  THIRD
 BH2408
 BH2408.The horizontal coordinates were established by classical geodetic methods
 BH2408.and adjusted by the National Geodetic Survey in May 1994.
 BH2408
 BH2408
 BH2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2408
 BH2408.The geoid height was determined by GEOID03.
 BH2408
 BH2408;                    North         East     Units Scale Factor Converg.
 BH2408;SPC MS E     -    98,656.156   295,233.282   MT  0.99995028   -0 01 30.3
 BH2408;SPC MS E     -   323,674.41    968,611.19   sFT  0.99995028   -0 01 30.3
 BH2408;UTM  16      - 3,363,508.110   319,093.698   MT  1.00000376   -0 57 10.1
 BH2408
 BH2408                          SUPERSEDED SURVEY CONTROL
 BH2408
 BH2408  NAD 83(1993)-  30 23 24.08563(N)    088 52 58.55163(W) AD(       ) 4
 BH2408  NAD 83(1986)-  30 23 24.09070(N)    088 52 58.54849(W) AD(       ) 4
 BH2408  NAD 27      -  30 23 23.38100(N)    088 52 58.42200(W) AD(       ) 3
 BH2408
 BH2408.Superseded values are not recommended for survey control.
 BH2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2408.See file dsdata.txt to determine how the superseded data were derived.
 BH2408
 BH2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1909463508(NAD 83)
 BH2408_MARKER: 14 = NAVIGATION LIGHT
 BH2408
 BH2408  HISTORY     - Date     Condition        Report By
 BH2408  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2408  HISTORY     - 1946     GOOD             CGS
 BH2408  HISTORY     - 1950     GOOD             CGS
 BH2408
 BH2408                          STATION DESCRIPTION
 BH2408
 BH2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2408'THE CENTER OF THE LIGHT WAS LOCATED.
 BH2408'
 BH2408'INTERSECTION STATION.
 BH2408
 BH2408                          STATION RECOVERY (1946)
 BH2408
 BH2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2408'STATION RECOVERED IN GOOD CONDITION.  POSITION CHECKED BY 2 PLANE
 BH2408'TABLE CUTS AND APPARENTLY HAS NOT MOVED.  THE LIGHT LIST NAME IS
 BH2408'BILOXI CHANNEL LIGHT 16.
 BH2408
 BH2408                          STATION RECOVERY (1950)
 BH2408
 BH2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2408'STATION IS RECOVERED THE BEACON IS A TRIANGULAR SLATTED WOOD
 BH2408'STRUCTURE WITH A LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2398 ***********************************************************************
 BH2398  DESIGNATION -  BILOXI CHANNEL LIGHT 2
 BH2398  PID         -  BH2398
 BH2398  STATE/COUNTY-  MS/HARRISON
 BH2398  USGS QUAD   -  CHANDELEUR LIGHT (1982)
 BH2398
 BH2398                         *CURRENT SURVEY CONTROL
 BH2398  ___________________________________________________________________
 BH2398* NAD 83(1993)-  30 21 39.77422(N)    088 54 07.81997(W)     ADJUSTED  
 BH2398* NAVD 88     -              **(meters)            **(feet)            
 BH2398  ___________________________________________________________________
 BH2398  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BH2398  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH2398  HORZ ORDER  -  THIRD
 BH2398
 BH2398.The horizontal coordinates were established by classical geodetic methods
 BH2398.and adjusted by the National Geodetic Survey in May 1994.
 BH2398
 BH2398
 BH2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2398
 BH2398.The geoid height was determined by GEOID03.
 BH2398
 BH2398;                    North         East     Units Scale Factor Converg.
 BH2398;SPC MS E     -    95,445.556   293,382.497   MT  0.99995054   -0 02 05.3
 BH2398;SPC MS E     -   313,140.96    962,539.08   sFT  0.99995054   -0 02 05.3
 BH2398;UTM  16      - 3,360,327.701   317,191.086   MT  1.00001230   -0 57 42.2
 BH2398
 BH2398                          SUPERSEDED SURVEY CONTROL
 BH2398
 BH2398  NAD 83(1993)-  30 21 39.79275(N)    088 54 07.81084(W) AD(       ) 4
 BH2398  NAD 83(1986)-  30 21 39.79338(N)    088 54 07.80987(W) AD(       ) 4
 BH2398  NAD 27      -  30 21 39.08200(N)    088 54 07.68700(W) AD(       ) 3
 BH2398
 BH2398.Superseded values are not recommended for survey control.
 BH2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2398.See file dsdata.txt to determine how the superseded data were derived.
 BH2398
 BH2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1719160328(NAD 83)
 BH2398_MARKER: 14 = NAVIGATION LIGHT
 BH2398
 BH2398  HISTORY     - Date     Condition        Report By
 BH2398  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2398  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2398
 BH2398                          STATION DESCRIPTION
 BH2398
 BH2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2398'STATION IS A RED, SQUARE, PYRAMIDAL SLATTED STRUCTURE ON PILINGS, IN
 BH2398'10 FEET OF WATER AT THE S ENTRANCE TO THE CHANNEL.  LIGHT
 BH2398'IS FLASHING WHITE EVERY FOUR SECONDS AND IS APPROXIMATELY 30 FEET
 BH2398'ABOVE THE WATER.  POINT OBSERVED WAS THE LIGHT ON TOP OF THE
 BH2398'STRUCTURE.  IT IS AN INTERSECTION STATION.
 BH2398
 BH2398                          STATION RECOVERY (1970)
 BH2398
 BH2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2398'DESTROYED.  THE EXISTING LIGHT 2 IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2399 ***********************************************************************
 BH2399  DESIGNATION -  BILOXI CHANNEL LIGHT 4
 BH2399  PID         -  BH2399
 BH2399  STATE/COUNTY-  MS/HARRISON
 BH2399  USGS QUAD   -  CHANDELEUR LIGHT (1982)
 BH2399
 BH2399                         *CURRENT SURVEY CONTROL
 BH2399  ___________________________________________________________________
 BH2399* NAD 83(1993)-  30 22 29.12553(N)    088 54 06.39094(W)     ADJUSTED  
 BH2399* NAVD 88     -              **(meters)            **(feet)            
 BH2399  ___________________________________________________________________
 BH2399  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BH2399  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BH2399  HORZ ORDER  -  THIRD
 BH2399
 BH2399.The horizontal coordinates were established by classical geodetic methods
 BH2399.and adjusted by the National Geodetic Survey in May 1994.
 BH2399
 BH2399
 BH2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2399
 BH2399.The geoid height was determined by GEOID03.
 BH2399
 BH2399;                    North         East     Units Scale Factor Converg.
 BH2399;SPC MS E     -    96,965.186   293,421.574   MT  0.99995053   -0 02 04.6
 BH2399;SPC MS E     -   318,126.61    962,667.28   sFT  0.99995053   -0 02 04.6
 BH2399;UTM  16      - 3,361,846.593   317,254.749   MT  1.00001201   -0 57 42.9
 BH2399
 BH2399                          SUPERSEDED SURVEY CONTROL
 BH2399
 BH2399  NAD 83(1993)-  30 22 29.14246(N)    088 54 06.38148(W) AD(       ) 4
 BH2399  NAD 83(1986)-  30 22 29.14512(N)    088 54 06.38131(W) AD(       ) 4
 BH2399  NAD 27      -  30 22 28.43300(N)    088 54 06.25900(W) AD(       ) 3
 BH2399
 BH2399.Superseded values are not recommended for survey control.
 BH2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2399.See file dsdata.txt to determine how the superseded data were derived.
 BH2399
 BH2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1725561847(NAD 83)
 BH2399_MARKER: 14 = NAVIGATION LIGHT
 BH2399
 BH2399  HISTORY     - Date     Condition        Report By
 BH2399  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2399  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2399
 BH2399                          STATION DESCRIPTION
 BH2399
 BH2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2399'STATION IS A RED BOX ON DOLPHIN, IN 8 FEET OF WATER, AT THE S
 BH2399'ENTRANCE TO CHANNEL.  LIGHT IS APPROXIMATELY 17 FEET ABOVE THE
 BH2399'WATER AND FLASHES RED EVERY FOUR SECONDS.  POINT OBSERVED WAS LIGHT
 BH2399'ON TOP OF DOLPHIN.  IT IS AN IN INTERSECTION STATION.
 BH2399
 BH2399                          STATION RECOVERY (1970)
 BH2399
 BH2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2399'DESTROYED.  THE EXISTING CHANNEL LIGHT 4 IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2409 ***********************************************************************
 BH2409  DESIGNATION -  BILOXI CHANNEL LIGHT 8
 BH2409  PID         -  BH2409
 BH2409  STATE/COUNTY-  MS/HARRISON
 BH2409  USGS QUAD   -  BILOXI (1992)
 BH2409
 BH2409                         *CURRENT SURVEY CONTROL
 BH2409  ___________________________________________________________________
 BH2409* NAD 83(1993)-  30 23 12.26521(N)    088 54 03.65426(W)     ADJUSTED  
 BH2409* NAVD 88     -              **(meters)            **(feet)            
 BH2409  ___________________________________________________________________
 BH2409  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BH2409  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH2409  HORZ ORDER  -  THIRD
 BH2409
 BH2409.The horizontal coordinates were established by classical geodetic methods
 BH2409.and adjusted by the National Geodetic Survey in May 1994.
 BH2409
 BH2409
 BH2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2409
 BH2409.The geoid height was determined by GEOID03.
 BH2409
 BH2409;                    North         East     Units Scale Factor Converg.
 BH2409;SPC MS E     -    98,293.525   293,495.435   MT  0.99995052   -0 02 03.2
 BH2409;SPC MS E     -   322,484.67    962,909.61   sFT  0.99995052   -0 02 03.2
 BH2409;UTM  16      - 3,363,173.644   317,350.108   MT  1.00001158   -0 57 42.7
 BH2409
 BH2409                          SUPERSEDED SURVEY CONTROL
 BH2409
 BH2409  NAD 83(1993)-  30 23 12.28168(N)    088 54 03.64442(W) AD(       ) 4
 BH2409  NAD 83(1986)-  30 23 12.28498(N)    088 54 03.64530(W) AD(       ) 4
 BH2409  NAD 27      -  30 23 11.57400(N)    088 54 03.52500(W) AD(       ) 3
 BH2409
 BH2409.Superseded values are not recommended for survey control.
 BH2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2409.See file dsdata.txt to determine how the superseded data were derived.
 BH2409
 BH2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1735063174(NAD 83)
 BH2409_MARKER: 14 = NAVIGATION LIGHT
 BH2409
 BH2409  HISTORY     - Date     Condition        Report By
 BH2409  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2409  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2409
 BH2409                          STATION DESCRIPTION
 BH2409
 BH2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2409'STATION IS A RED BOX ON A DOLPHIN, IN 7 FEET OF WATER IN ANGLE OF
 BH2409'CHANNEL.  LIGHT IS FIXED RED AND APPROXIMATELY 17 FEET ABOVE THE
 BH2409'WATER.  POINT OBSERVED WAS RED BOX ON TOP OF DOLPHIN.
 BH2409'
 BH2409'IT IS AN INTERSECTION STATION.
 BH2409
 BH2409                          STATION RECOVERY (1970)
 BH2409
 BH2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2409'DESTROYED.  THE EXISTING CHANNEL LIGHT 8 IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2413 ***********************************************************************
 BH2413  DESIGNATION -  BILOXI CHANNEL LIGHT 10
 BH2413  PID         -  BH2413
 BH2413  STATE/COUNTY-  MS/HARRISON
 BH2413  USGS QUAD   -  BILOXI (1992)
 BH2413
 BH2413                         *CURRENT SURVEY CONTROL
 BH2413  ___________________________________________________________________
 BH2413* NAD 83(1993)-  30 23 19.90482(N)    088 53 57.23920(W)     ADJUSTED  
 BH2413* NAVD 88     -              **(meters)            **(feet)            
 BH2413  ___________________________________________________________________
 BH2413  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BH2413  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH2413  HORZ ORDER  -  THIRD
 BH2413
 BH2413.The horizontal coordinates were established by classical geodetic methods
 BH2413.and adjusted by the National Geodetic Survey in May 1994.
 BH2413
 BH2413
 BH2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2413
 BH2413.The geoid height was determined by GEOID03.
 BH2413
 BH2413;                    North         East     Units Scale Factor Converg.
 BH2413;SPC MS E     -    98,528.668   293,666.828   MT  0.99995049   -0 02 00.0
 BH2413;SPC MS E     -   323,256.14    963,471.92   sFT  0.99995049   -0 02 00.0
 BH2413;UTM  16      - 3,363,405.995   317,525.295   MT  1.00001079   -0 57 39.7
 BH2413
 BH2413                          SUPERSEDED SURVEY CONTROL
 BH2413
 BH2413  NAD 83(1993)-  30 23 19.92071(N)    088 53 57.22952(W) AD(       ) 4
 BH2413  NAD 83(1986)-  30 23 19.92480(N)    088 53 57.23010(W) AD(       ) 4
 BH2413  NAD 27      -  30 23 19.21000(N)    088 53 57.12700(W) AD(       ) 3
 BH2413
 BH2413.Superseded values are not recommended for survey control.
 BH2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2413.See file dsdata.txt to determine how the superseded data were derived.
 BH2413
 BH2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1752563406(NAD 83)
 BH2413_MARKER: 14 = NAVIGATION LIGHT
 BH2413
 BH2413  HISTORY     - Date     Condition        Report By
 BH2413  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2413  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2413
 BH2413                          STATION DESCRIPTION
 BH2413
 BH2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2413'STATION IS A RED, TRIANGULAR, SLATTED WOOD STRUCTURE ON WOODEN
 BH2413'PILINGS, IN 7 FEET OF WATER AT THE UPPER END OF THE CHANNEL.
 BH2413'LIGHT IS FIXED, RED, AND APPROXIMATELY 35 FEET ABOVE THE WATER.
 BH2413'POINT OBSERVED WAS LIGHT ON TOP OF THE STRUCTURE.
 BH2413'
 BH2413'IT IS AN INTERSECTION STATION.
 BH2413
 BH2413                          STATION RECOVERY (1970)
 BH2413
 BH2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2413'DESTROYED.  THE EXISTING CHANNEL LIGHT 10 IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2395 ***********************************************************************
 BH2395  DESIGNATION -  BILOXI EAST CHANNEL LIGHT 8
 BH2395  PID         -  BH2395
 BH2395  STATE/COUNTY-  MS/JACKSON
 BH2395  USGS QUAD   -  DEER ISLAND (1970)
 BH2395
 BH2395                         *CURRENT SURVEY CONTROL
 BH2395  ___________________________________________________________________
 BH2395* NAD 83(1993)-  30 19 45.39212(N)    088 46 29.89066(W)     ADJUSTED  
 BH2395* NAVD 88     -              **(meters)            **(feet)            
 BH2395  ___________________________________________________________________
 BH2395  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2395  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH2395  HORZ ORDER  -  THIRD
 BH2395
 BH2395.The horizontal coordinates were established by classical geodetic methods
 BH2395.and adjusted by the National Geodetic Survey in May 1994.
 BH2395
 BH2395
 BH2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2395
 BH2395.The geoid height was determined by GEOID03.
 BH2395
 BH2395;                    North         East     Units Scale Factor Converg.
 BH2395;SPC MS E     -    91,922.888   305,612.333   MT  0.99995039   +0 01 46.1
 BH2395;SPC MS E     -   301,583.68  1,002,663.13   sFT  0.99995039   +0 01 46.1
 BH2395;UTM  16      - 3,356,607.617   329,362.794   MT  0.99995922   -0 53 47.5
 BH2395
 BH2395                          SUPERSEDED SURVEY CONTROL
 BH2395
 BH2395  NAD 83(1993)-  30 19 45.40451(N)    088 46 29.88395(W) AD(       ) 4
 BH2395  NAD 83(1986)-  30 19 45.41420(N)    088 46 29.88045(W) AD(       ) 4
 BH2395  NAD 27      -  30 19 44.70258(N)    088 46 29.77527(W) AD(       ) 3
 BH2395
 BH2395.Superseded values are not recommended for survey control.
 BH2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2395.See file dsdata.txt to determine how the superseded data were derived.
 BH2395
 BH2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2936356608(NAD 83)
 BH2395
 BH2395  HISTORY     - Date     Condition        Report By
 BH2395  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2395
 BH2395                          STATION DESCRIPTION
 BH2395
 BH2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2395'THE STATION IS LOCATED IN MISSISSIPPI SOUND, ABOUT 8-1/2 MILES
 BH2395'SOUTH-SOUTHEAST OF BILOXI, 3 MILES SOUTHWEST OF THE BELLEFONTAINE
 BH2395'POINT TANK, IN 6 FEET OF WATER.
 BH2395'
 BH2395'THE POINT INTERSECTED WAS THE LIGHT ATOP A RED TRIANGULAR DAYMARK
 BH2395'ON A DOLPHIN, 25 FEET ABOVE WATER.  THE LIGHT DOES NOT APPEAR TO
 BH2395'BE IN THE CENTER.  THE STATION WAS NOT VISITED AT THIS TIME.  THE
 BH2395'1969 LIGHT LIST NUMBER IS 1866.
 BH2395'
 BH2395'THE ORIGINAL STATION OF THE SAME NAME AS DESCRIBED IN 1951,
 BH2395'STATION NUMBER 1123, WAS APPARENTLY DESTROYED BY THE 1969 HURRICANE
 BH2395'AS A POSITION CHECK WAS NOT OBTAINED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2396 ***********************************************************************
 BH2396  DESIGNATION -  BILOXI EAST CHANNEL LIGHT 10
 BH2396  PID         -  BH2396
 BH2396  STATE/COUNTY-  MS/JACKSON
 BH2396  USGS QUAD   -  DEER ISLAND (1970)
 BH2396
 BH2396                         *CURRENT SURVEY CONTROL
 BH2396  ___________________________________________________________________
 BH2396* NAD 83(1993)-  30 20 22.10964(N)    088 46 30.04529(W)     ADJUSTED  
 BH2396* NAVD 88     -              **(meters)            **(feet)            
 BH2396  ___________________________________________________________________
 BH2396  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2396  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH2396  HORZ ORDER  -  THIRD
 BH2396
 BH2396.The horizontal coordinates were established by classical geodetic methods
 BH2396.and adjusted by the National Geodetic Survey in May 1994.
 BH2396
 BH2396
 BH2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2396
 BH2396.The geoid height was determined by GEOID03.
 BH2396
 BH2396;                    North         East     Units Scale Factor Converg.
 BH2396;SPC MS E     -    93,053.506   305,607.622   MT  0.99995039   +0 01 46.1
 BH2396;SPC MS E     -   305,293.04  1,002,647.67   sFT  0.99995039   +0 01 46.1
 BH2396;UTM  16      - 3,357,738.174   329,376.358   MT  0.99995916   -0 53 48.5
 BH2396
 BH2396                          SUPERSEDED SURVEY CONTROL
 BH2396
 BH2396  NAD 83(1993)-  30 20 22.12194(N)    088 46 30.03831(W) AD(       ) 4
 BH2396  NAD 83(1986)-  30 20 22.13162(N)    088 46 30.03529(W) AD(       ) 4
 BH2396  NAD 27      -  30 20 21.41923(N)    088 46 29.92945(W) AD(       ) 3
 BH2396
 BH2396.Superseded values are not recommended for survey control.
 BH2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2396.See file dsdata.txt to determine how the superseded data were derived.
 BH2396
 BH2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2937657738(NAD 83)
 BH2396
 BH2396  HISTORY     - Date     Condition        Report By
 BH2396  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2396
 BH2396                          STATION DESCRIPTION
 BH2396
 BH2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2396'THE STATION IS LOCATED IN MISSISSIPPI SOUND, ABOUT 8 MILES
 BH2396'SOUTH-SOUTHEAST OF BILOXI, IN 6 FEET OF WATER AT A TURN IN THE
 BH2396'CHANNEL.
 BH2396'
 BH2396'THE POINT INTERSECTED WAS THE RED LIGHT ATOP A RED TRIANGULAR
 BH2396'DAYMARK ON A PILE STRUCTURE, 25 FEET ABOVE WATER.  THE LIGHT DOES
 BH2396'NOT APPEAR TO BE IN THE CENTER.  THE STATION WAS NOT VISITED AT
 BH2396'THIS TIME.  THE 1969 LIGHT LIST NUMBER IS 1867.
 BH2396'
 BH2396'THE ORIGINAL STATION OF THE SAME NAME AS DESCRIBED IN 1951
 BH2396'(STATION 1124) WAS APPARENTLY DESTROYED IN THE 1969 HURRICANE AS A
 BH2396'POSITION CHECK WAS NOT OBTAINED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2416 ***********************************************************************
 BH2416  DESIGNATION -  BILOXI KEESLER FIELD BL 19 TK
 BH2416  PID         -  BH2416
 BH2416  STATE/COUNTY-  MS/HARRISON
 BH2416  USGS QUAD   -  BILOXI (1992)
 BH2416
 BH2416                         *CURRENT SURVEY CONTROL
 BH2416  ___________________________________________________________________
 BH2416* NAD 83(1993)-  30 24 27.41405(N)    088 55 00.63384(W)     ADJUSTED  
 BH2416* NAVD 88     -              **(meters)            **(feet)            
 BH2416  ___________________________________________________________________
 BH2416  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BH2416  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH2416  HORZ ORDER  -  THIRD
 BH2416
 BH2416.The horizontal coordinates were established by classical geodetic methods
 BH2416.and adjusted by the National Geodetic Survey in May 1994.
 BH2416
 BH2416
 BH2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2416
 BH2416.The geoid height was determined by GEOID03.
 BH2416
 BH2416;                    North         East     Units Scale Factor Converg.
 BH2416;SPC MS E     -   100,608.575   291,976.021   MT  0.99995079   -0 02 32.2
 BH2416;SPC MS E     -   330,079.97    957,924.66   sFT  0.99995079   -0 02 32.2
 BH2416;UTM  16      - 3,365,513.147   315,868.289   MT  1.00001828   -0 58 13.7
 BH2416
 BH2416                          SUPERSEDED SURVEY CONTROL
 BH2416
 BH2416  NAD 83(1993)-  30 24 27.43035(N)    088 55 00.62586(W) AD(       ) 4
 BH2416  NAD 83(1986)-  30 24 27.43488(N)    088 55 00.62288(W) AD(       ) 4
 BH2416  NAD 27      -  30 24 26.71992(N)    088 55 00.51164(W) AD(       ) 3
 BH2416
 BH2416.Superseded values are not recommended for survey control.
 BH2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2416.See file dsdata.txt to determine how the superseded data were derived.
 BH2416
 BH2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1586865513(NAD 83)
 BH2416_MARKER: 51 = TANK
 BH2416
 BH2416  HISTORY     - Date     Condition        Report By
 BH2416  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2416  HISTORY     - 1950     GOOD             CGS
 BH2416  HISTORY     - 1959     GOOD             CGS
 BH2416  HISTORY     - 1967     GOOD             CGS
 BH2416  HISTORY     - 1969     GOOD             CGS
 BH2416  HISTORY     - 1970     GOOD             NGS
 BH2416  HISTORY     - 1972     GOOD             MSHD
 BH2416  HISTORY     - 1986     GOOD             NOS
 BH2416
 BH2416                          STATION DESCRIPTION
 BH2416
 BH2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2416'THIS INTERSECTION STATION IS LOCATED IN KEESLER FIELD, BILOXI,
 BH2416'MISSISSIPPI.  THIS TANK IS LOCATED HEAR THE CENTER OF BLOCK 19,
 BH2416'AND IS ONE OF THREE IDENTICAL TANKS THAT SUPPLY WATER TO THE FIELD.
 BH2416'THE TANK IS APPROXIMATELY 120 FEET HIGH, PAINTED YELLOW AND
 BH2416'BLACK CHECK AND AT THE TOP ARE TWO RED LIGHTS.  THIS TANK IS THE ONLY
 BH2416'ONE OF THE THREE HAVING A REVOLVING TYPE LIGHT AT THE TOP.
 BH2416'THE CAPACITY IS 400,000 GALLONS.
 BH2416
 BH2416                          STATION RECOVERY (1950)
 BH2416
 BH2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2416'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 BH2416'CORRECT EXCEPT FOR THE FOLLOWING CORRECTION AND ADDITION-
 BH2416'
 BH2416'TANK IS NOW PAINTED ORANGE AND WHITE INSTEAD OF YELLOW AND BLACK.
 BH2416'TANK IS 174 FEET HIGH ABOVE GROUND.
 BH2416
 BH2416                          STATION RECOVERY (1959)
 BH2416
 BH2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH2416'STATION RECOVERED IN GOOD CONDITION.  THE 1950 RECOVERY NOTE IS
 BH2416'ADEQUATE FOR RECOVERY.
 BH2416
 BH2416                          STATION RECOVERY (1967)
 BH2416
 BH2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2416'TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2416
 BH2416                          STATION RECOVERY (1969)
 BH2416
 BH2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2416'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2416
 BH2416                          STATION RECOVERY (1970)
 BH2416
 BH2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2416'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION AND
 BH2416'RECOVERY NOTE BY G.E.M. JR. IN 1950 ARE ADEQUATE FOR RECOVERY
 BH2416'WITH THE EXCEPTION OF THE FOLLOWING- THE TANK IS ONE OF FIVE SIMILIAR
 BH2416'TANKS THAT SUPPLY WATER TO THE FIELD.
 BH2416
 BH2416                          STATION RECOVERY (1972)
 BH2416
 BH2416'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2416'THE STATION WAS VISITED 8-23-72 AND WAS FOUND IN GOOD CONDITION.
 BH2416'
 BH2416'THE STATION IS LOCATED ABOUT 1.6 MILES NORTHWEST OF BILOXI JUST EAST
 BH2416'OF 1ST STREET ABOUT MIDWAY BETWEEN E AND F STREETS IN BLOCK
 BH2416'NO. 19 OF KEESLER AIR FORCE BASE JUST EAST OF BUILDING NO. 1917.  IT
 BH2416'IS AN ELEVATED TANK ATOP AN 8 LEGGED STEEL STRUCTURE PAINTED IN
 BH2416'ALTERNATE CHECKS OF RED AND WHITE AND IS ABOUT 174 FEET HIGH.
 BH2416'
 BH2416'TO REACH THE STATION FROM GATE NO. 2 AT THE HOWARD AVENUE ENTRANCE TO
 BH2416'KEESLER AIR FORCE BASE IN BILOXI GO WEST ON L STREET FOR 0.15
 BH2416'MILES TO THE INTERSECTION OF 4TH STREET.  TURN RIGHT AND GO NORTH ON
 BH2416'4TH STREET FOR 0.4 MILES TO THE INTERSECTION OF E STREET.  TURN
 BH2416'LEFT AND GO WEST ON E STREET FOR 0.35 MILES TO THE TANK ON THE RIGHT
 BH2416'JUST BEFORE REACHING FIRST STREET.
 BH2416'
 BH2416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.6 MILES NORTHWEST
 BH2416'OF BILOXI
 BH2416
 BH2416                          STATION RECOVERY (1986)
 BH2416
 BH2416'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2416'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2417 ***********************************************************************
 BH2417  DESIGNATION -  BILOXI KEESLER FIELD BL 6 TK
 BH2417  PID         -  BH2417
 BH2417  STATE/COUNTY-  MS/HARRISON
 BH2417  USGS QUAD   -  BILOXI (1992)
 BH2417
 BH2417                         *CURRENT SURVEY CONTROL
 BH2417  ___________________________________________________________________
 BH2417* NAD 83(1993)-  30 24 40.30190(N)    088 54 45.15391(W)     ADJUSTED  
 BH2417* NAVD 88     -              **(meters)            **(feet)            
 BH2417  ___________________________________________________________________
 BH2417  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2417  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH2417  HORZ ORDER  -  THIRD
 BH2417
 BH2417.The horizontal coordinates were established by classical geodetic methods
 BH2417.and adjusted by the National Geodetic Survey in May 1994.
 BH2417
 BH2417
 BH2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2417
 BH2417.The geoid height was determined by GEOID03.
 BH2417
 BH2417;                    North         East     Units Scale Factor Converg.
 BH2417;SPC MS E     -   101,005.130   292,389.461   MT  0.99995071   -0 02 24.3
 BH2417;SPC MS E     -   331,381.00    959,281.09   sFT  0.99995071   -0 02 24.3
 BH2417;UTM  16      - 3,365,902.978   316,288.127   MT  1.00001638   -0 58 06.3
 BH2417
 BH2417                          SUPERSEDED SURVEY CONTROL
 BH2417
 BH2417  NAD 83(1993)-  30 24 40.31875(N)    088 54 45.14594(W) AD(       ) 4
 BH2417  NAD 83(1986)-  30 24 40.32071(N)    088 54 45.14402(W) AD(       ) 4
 BH2417  NAD 27      -  30 24 39.60281(N)    088 54 45.03336(W) AD(       ) 3
 BH2417
 BH2417.Superseded values are not recommended for survey control.
 BH2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2417.See file dsdata.txt to determine how the superseded data were derived.
 BH2417
 BH2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1628865903(NAD 83)
 BH2417_MARKER: 51 = TANK
 BH2417
 BH2417  HISTORY     - Date     Condition        Report By
 BH2417  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2417  HISTORY     - 1950     GOOD             CGS
 BH2417  HISTORY     - 1959     GOOD             CGS
 BH2417  HISTORY     - 1967     GOOD             CGS
 BH2417  HISTORY     - 1969     GOOD             CGS
 BH2417  HISTORY     - 1970     GOOD             NGS
 BH2417  HISTORY     - 1972     GOOD             MSHD
 BH2417  HISTORY     - 1986     GOOD             NOS
 BH2417
 BH2417                          STATION DESCRIPTION
 BH2417
 BH2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2417'THIS INTERSECTION STATION IS LOCATED IN KEESLER FIELD, BILOXI,
 BH2417'MISSISSIPPI.  THIS TANK IS LOCATED NEAR THE CENTER OF BLOCK 6,
 BH2417'AND IS ONE OF THREE IDENTICAL TANKS THAT SUPPLY WATER TO THE FIELD.
 BH2417'THE TANK IS APPROXIMATELY 120 FEET HIGH, PAINTED YELLOW AND
 BH2417'BLACK CHECK AND AT THE TOP ARE TWO RED LIGHTS.  THE CAPACITY IS
 BH2417'400,000 GALLONS.
 BH2417
 BH2417                          STATION RECOVERY (1950)
 BH2417
 BH2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2417'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION CORRECT
 BH2417'AND ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTION AND ADDITION-
 BH2417'
 BH2417'TANK IS NOW PAINTED ORANGE AND WHITE INSTEAD OF YELLOW AND BLACK.
 BH2417'TANK IS 168 FEET HIGH ABOVE GROUND.
 BH2417
 BH2417                          STATION RECOVERY (1959)
 BH2417
 BH2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH2417'STATION RECOVERED IN GOOD CONDITION.  THE 1950 RECOVERY NOTE IS
 BH2417'ADEQUATE FOR RECOVERY.
 BH2417
 BH2417                          STATION RECOVERY (1967)
 BH2417
 BH2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2417'TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2417
 BH2417                          STATION RECOVERY (1969)
 BH2417
 BH2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2417'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2417
 BH2417                          STATION RECOVERY (1970)
 BH2417
 BH2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2417'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION AND
 BH2417'RECOVERY NOTE BY G.E.M. JR. IN 1950 ARE ADEQUATE FOR RECOVERY
 BH2417'WITH THE EXCEPTION OF THE FOLLOWING- THE TANK IS ONE OF FIVE SIMILIAR
 BH2417'TANKS THAT SUPPLY WATER TO THE FIELD.
 BH2417
 BH2417                          STATION RECOVERY (1972)
 BH2417
 BH2417'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2417'THE STATION WAS VISITED 8-23-72 AND WAS FOUND IN GOOD CONDITION.
 BH2417'
 BH2417'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF BILOXI JUST EAST
 BH2417'OF 3RD STREET ABOUT MIDWAY BETWEEN H AND I STREETS IN BLOCK
 BH2417'6 AT KEESLER AIR FORCE BASE JUST EAST OF BUILDING NO. 0617.  IT IS AN
 BH2417'ELEVATED TANK ATOP AN 8 LEGGED STEEL STRUCTURE PAINTED IN
 BH2417'ALTERNATE CHECKS OF RED AND WHITE AND IS 168 FEET HIGH.
 BH2417'
 BH2417'TO REACH FROM THE STATION FROM GATE NO 2 AT THE HOWARD AVENUE
 BH2417'ENTRANCE TO KEESLER AIR FORCE BASE GO WEST ON L STREET FOR
 BH2417'0.15 MILES TO THE INTERSECTION OF 4TH STREET.  TURN RIGHT AND GO
 BH2417'NORTH ON 4TH STREET FOR 0.6 MILES TO THE INTERSECTION OF H
 BH2417'STREET.  TURN LEFT AND GO WEST ON H STREET FOR 0.1 MILES TO THE TANK
 BH2417'ON THE LEFT.
 BH2417
 BH2417                          STATION RECOVERY (1986)
 BH2417
 BH2417'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2417'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2418 ***********************************************************************
 BH2418  DESIGNATION -  BILOXI KEESLER FIELD BL 35 TK
 BH2418  PID         -  BH2418
 BH2418  STATE/COUNTY-  MS/HARRISON
 BH2418  USGS QUAD   -  BILOXI (1992)
 BH2418
 BH2418                         *CURRENT SURVEY CONTROL
 BH2418  ___________________________________________________________________
 BH2418* NAD 83(1993)-  30 24 14.26838(N)    088 54 44.80474(W)     ADJUSTED  
 BH2418* NAVD 88     -              **(meters)            **(feet)            
 BH2418  ___________________________________________________________________
 BH2418  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BH2418  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH2418  HORZ ORDER  -  THIRD
 BH2418
 BH2418.The horizontal coordinates were established by classical geodetic methods
 BH2418.and adjusted by the National Geodetic Survey in May 1994.
 BH2418
 BH2418
 BH2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2418
 BH2418.The geoid height was determined by GEOID03.
 BH2418
 BH2418;                    North         East     Units Scale Factor Converg.
 BH2418;SPC MS E     -   100,203.480   292,398.220   MT  0.99995071   -0 02 24.1
 BH2418;SPC MS E     -   328,750.92    959,309.83   sFT  0.99995071   -0 02 24.1
 BH2418;SPC LA S     -   213,502.320 1,232,601.758   MT  0.99995040   +1 12 37.7
 BH2418;SPC LA S     -   700,465.53  4,043,960.93   sFT  0.99995040   +1 12 37.7
 BH2418;UTM  16      - 3,365,101.239   316,283.898   MT  1.00001640   -0 58 05.3
 BH2418
 BH2418                          SUPERSEDED SURVEY CONTROL
 BH2418
 BH2418  NAD 83(1993)-  30 24 14.28513(N)    088 54 44.79687(W) AD(       ) 4
 BH2418  NAD 83(1986)-  30 24 14.28753(N)    088 54 44.79524(W) AD(       ) 4
 BH2418  NAD 27      -  30 24 13.57006(N)    088 54 44.68792(W) AD(       ) 3
 BH2418
 BH2418.Superseded values are not recommended for survey control.
 BH2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2418.See file dsdata.txt to determine how the superseded data were derived.
 BH2418
 BH2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1628465101(NAD 83)
 BH2418_MARKER: 53 = ELEVATED TANK
 BH2418
 BH2418  HISTORY     - Date     Condition        Report By
 BH2418  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2418  HISTORY     - 1950     GOOD             CGS
 BH2418  HISTORY     - 1967     GOOD             CGS
 BH2418  HISTORY     - 1969     GOOD             CGS
 BH2418  HISTORY     - 1970     GOOD             NGS
 BH2418  HISTORY     - 1972     GOOD             MSHD
 BH2418
 BH2418                          STATION DESCRIPTION
 BH2418
 BH2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2418'THIS INTERSECTION STATION IS LOCATED IN KEESLER FIELD, BILOXI,
 BH2418'MISSISSIPPI.  THIS TANK IS LOCATED NEAR THE CENTER OF BLOCK 35,
 BH2418'AND IS ONE OF THREE IDENTICAL TANKS THAT SUPPLY WATER TO THE FIELD.
 BH2418'THE TANK IS APPROXIMATELY 120 FEET HIGH, PAINTED YELLOW AND
 BH2418'BLACK CHECK AND AT THE TOP ARE TWO RED LIGHTS.  THE CAPACITY IS
 BH2418'400,000 GALLONS.
 BH2418
 BH2418                          STATION RECOVERY (1950)
 BH2418
 BH2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2418'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 BH2418'CORRECT EXCEPT FOR FOLLOWING CORRECTION AND ADDITION-
 BH2418'
 BH2418'TANK IS NOW PAINTED ORANGE AND WHITE, INSTEAD OF YELLOW AND BLACK.
 BH2418'TANK IS 170 FEET HIGH ABOVE GROUND.
 BH2418
 BH2418                          STATION RECOVERY (1967)
 BH2418
 BH2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2418'TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2418
 BH2418                          STATION RECOVERY (1969)
 BH2418
 BH2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2418'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2418
 BH2418                          STATION RECOVERY (1970)
 BH2418
 BH2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2418'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION AND
 BH2418'RECOVERY NOTE BY G.E.M. JR. IN 1950 ARE ADEQUATE FOR RECOVERY
 BH2418'WITH THE EXCEPTION OF THE FOLLOWING- THE TANK IS ONE OF FIVE SIMILIAR
 BH2418'TANKS THAT SUPPLY WATER TO THE FIELD.
 BH2418
 BH2418                          STATION RECOVERY (1972)
 BH2418
 BH2418'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2418'THE STATION WAS VISITED 8-28-72 AND WAS FOUND IN GOOD CONDITION.
 BH2418'
 BH2418'THE STATION IS LOCATED ABOUT 1.3 MILES WEST OF BILOXI JUST EAST OF
 BH2418'3RD STREET ABOUT MIDWAY BETWEEN B AND C STREETS OF KEESLER AIR
 BH2418'FORCE BASE ON THE EAST SIDE OF BUILDING NO. 3517.  IT IS AN ELEVATED
 BH2418'TANK ATOP AN 8 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE
 BH2418'CHECKS OF RED AND WHITE AND IS ABOUT 170 FEET HIGH.
 BH2418'
 BH2418'TO REACH THE STATION FROM GATE 2 AT THE HOWARD AVENUE ENTRANCE TO
 BH2418'KEESLER AIR FORCE BASE IN BILOXI GO WEST ON L STREET FOR
 BH2418'0.15 MILES TO THE INTERSECTION OF 4TH STREET.  TURN RIGHT AND GO
 BH2418'NORTH ON 4TH STREET FOR 0.15 MILES TO THE INTERSECTION OF B
 BH2418'STREET.  TURN LEFT AND GO WEST ON B STREET FOR 0.1 MILES TO THE TANK
 BH2418'ON THE RIGHT.
 BH2418'
 BH2418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.3 MILES WEST OF
 BH2418'BILOXI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2420 ***********************************************************************
 BH2420  DESIGNATION -  BILOXI KEESLER FIELD EAST TK
 BH2420  PID         -  BH2420
 BH2420  STATE/COUNTY-  MS/HARRISON
 BH2420  USGS QUAD   -  BILOXI (1992)
 BH2420
 BH2420                         *CURRENT SURVEY CONTROL
 BH2420  ___________________________________________________________________
 BH2420* NAD 83(1993)-  30 24 33.10818(N)    088 54 15.93355(W)     ADJUSTED  
 BH2420* NAVD 88     -              **(meters)            **(feet)            
 BH2420  ___________________________________________________________________
 BH2420  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2420  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH2420  HORZ ORDER  -  THIRD
 BH2420
 BH2420.The horizontal coordinates were established by classical geodetic methods
 BH2420.and adjusted by the National Geodetic Survey in May 1994.
 BH2420
 BH2420
 BH2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2420
 BH2420.The geoid height was determined by GEOID03.
 BH2420
 BH2420;                    North         East     Units Scale Factor Converg.
 BH2420;SPC MS E     -   100,783.098   293,169.191   MT  0.99995058   -0 02 09.5
 BH2420;SPC MS E     -   330,652.55    961,839.25   sFT  0.99995058   -0 02 09.5
 BH2420;SPC LA S     -   214,098.625 1,233,359.896   MT  0.99995105   +1 12 52.1
 BH2420;SPC LA S     -   702,421.91  4,046,448.26   sFT  0.99995105   +1 12 52.1
 BH2420;UTM  16      - 3,365,668.327   317,064.207   MT  1.00001287   -0 57 51.2
 BH2420
 BH2420                          SUPERSEDED SURVEY CONTROL
 BH2420
 BH2420  NAD 83(1993)-  30 24 33.12525(N)    088 54 15.92591(W) AD(       ) 4
 BH2420  NAD 83(1986)-  30 24 33.12774(N)    088 54 15.92463(W) AD(       ) 4
 BH2420  NAD 27      -  30 24 32.41318(N)    088 54 15.81513(W) AD(       ) 3
 BH2420
 BH2420.Superseded values are not recommended for survey control.
 BH2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2420.See file dsdata.txt to determine how the superseded data were derived.
 BH2420
 BH2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1706465668(NAD 83)
 BH2420_MARKER: 53 = ELEVATED TANK
 BH2420
 BH2420  HISTORY     - Date     Condition        Report By
 BH2420  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2420  HISTORY     - 1967     GOOD             CGS
 BH2420  HISTORY     - 1969     GOOD             CGS
 BH2420  HISTORY     - 1970     GOOD             NGS
 BH2420  HISTORY     - 1972     GOOD             MSHD
 BH2420
 BH2420                          STATION DESCRIPTION
 BH2420
 BH2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2420'THE STATION IS THE BALL AT THE APEX OF THE TANK.  IT IS AN ELEVATED
 BH2420'TANK, RED AND WHITE IN COLOR AND 165 FEET IN HEIGHT. IT HAS EIGHT
 BH2420'CYLINDRICAL LEGS.  THE TANK IS ABOUT 200 FEET NORTH OF GATE 2 AND IN
 BH2420'THE NORTHEAST CORNER OF BLOCK 60 OF KEESLER FIELD.
 BH2420
 BH2420                          STATION RECOVERY (1967)
 BH2420
 BH2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2420'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2420'THIS IS EAST WATER TANK.
 BH2420
 BH2420                          STATION RECOVERY (1969)
 BH2420
 BH2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2420'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2420
 BH2420                          STATION RECOVERY (1970)
 BH2420
 BH2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2420'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION BY O.S.R. IN
 BH2420'1958 IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING EXCEPTION- TANK
 BH2420'IS APPROXIMATELY 200 FEET NORTH OF GATE ONE.
 BH2420
 BH2420                          STATION RECOVERY (1972)
 BH2420
 BH2420'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2420'THE STATION WAS VISITED 8-23-72 AND WAS FOUND IN GOOD CONDITION.
 BH2420'
 BH2420'THE STATION IS LOCATED 1 MILE NORTHWEST OF BILOXI AT THE END OF A G
 BH2420'STREET JUST EAST OF THE AUTOMOTIVE HOBBY SHOP AT KEESLER AIR
 BH2420'FORCE BASE IN BLOCK 60.  IT IS AN ELEVATED TANK ATOP EIGHT STEEL
 BH2420'TUBULAR LEGS PAINTED IN ALTERNATE CHECKS OF RED AND WHITE AND IS
 BH2420'ABOUT 165 FEET HIGH.  THE STATION IS THE BALL AT THE APEX OF THE
 BH2420'TANK.
 BH2420'
 BH2420'TO REACH THE STATION FROM GATE NO. 2 AT THE HOWARD AVENUE ENTRANCE TO
 BH2420'KEESLER AIR FORCE BASE AT BILOXI GO WEST ON L STREET FOR 0.15
 BH2420'MILES TO THE INTERSECTION OF 4TH STREET.  TURN RIGHT AND GO NORTH ON
 BH2420'4TH STREET FOR 1.05 MILES TO THE INTERSECTION OF G STREET.  TURN
 BH2420'RIGHT AND GO EAST ON G STREET FOR 0.35 MILES TO THE TANK ON THE
 BH2420'RIGHT.
 BH2420'
 BH2420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTHWEST OF
 BH2420'BILOXI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2426 ***********************************************************************
 BH2426  DESIGNATION -  BILOXI KEESLER FIELD WEST TK
 BH2426  PID         -  BH2426
 BH2426  STATE/COUNTY-  MS/HARRISON
 BH2426  USGS QUAD   -  BILOXI (1992)
 BH2426
 BH2426                         *CURRENT SURVEY CONTROL
 BH2426  ___________________________________________________________________
 BH2426* NAD 83(1993)-  30 24 01.69118(N)    088 55 32.77020(W)     ADJUSTED  
 BH2426* NAVD 88     -              **(meters)            **(feet)            
 BH2426  ___________________________________________________________________
 BH2426  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BH2426  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2426  HORZ ORDER  -  THIRD
 BH2426
 BH2426.The horizontal coordinates were established by classical geodetic methods
 BH2426.and adjusted by the National Geodetic Survey in May 1994.
 BH2426
 BH2426
 BH2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2426
 BH2426.The geoid height was determined by GEOID03.
 BH2426
 BH2426;                    North         East     Units Scale Factor Converg.
 BH2426;SPC MS E     -    99,817.164   291,117.648   MT  0.99995097   -0 02 48.4
 BH2426;SPC MS E     -   327,483.48    955,108.48   sFT  0.99995097   -0 02 48.4
 BH2426;SPC LA S     -   213,088.148 1,231,329.922   MT  0.99994998   +1 12 13.7
 BH2426;SPC LA S     -   699,106.70  4,039,788.25   sFT  0.99994998   +1 12 13.7
 BH2426;UTM  16      - 3,364,735.690   314,997.149   MT  1.00002225   -0 58 29.3
 BH2426
 BH2426                          SUPERSEDED SURVEY CONTROL
 BH2426
 BH2426  NAD 83(1993)-  30 24 01.70767(N)    088 55 32.76449(W) AD(       ) 4
 BH2426  NAD 83(1986)-  30 24 01.70949(N)    088 55 32.76013(W) AD(       ) 4
 BH2426  NAD 27      -  30 24 01.00595(N)    088 55 32.66491(W) AD(       ) 3
 BH2426
 BH2426.Superseded values are not recommended for survey control.
 BH2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2426.See file dsdata.txt to determine how the superseded data were derived.
 BH2426
 BH2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1499764736(NAD 83)
 BH2426_MARKER: 53 = ELEVATED TANK
 BH2426
 BH2426  HISTORY     - Date     Condition        Report By
 BH2426  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2426  HISTORY     - 1959     GOOD             CGS
 BH2426  HISTORY     - 1967     GOOD             CGS
 BH2426  HISTORY     - 1969     GOOD             CGS
 BH2426  HISTORY     - 1970     GOOD             NGS
 BH2426  HISTORY     - 1972     GOOD             MSHD
 BH2426
 BH2426                          STATION DESCRIPTION
 BH2426
 BH2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2426'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS IN
 BH2426'BLOCK 73 IN WHAT IS KNOWN AS THE TRIANGLE AREA IN KEESLER
 BH2426'FIELD.  IT IS AN ELEVATED TANK, RED AND WHITE IN COLOR AND 152 FEET
 BH2426'IN HEIGHT.  IT HAS EIGHT CYLINDRICAL LEGS.
 BH2426
 BH2426                          STATION RECOVERY (1959)
 BH2426
 BH2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH2426'STATION RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS
 BH2426'ADEQUATE FOR RECOVERY.
 BH2426
 BH2426                          STATION RECOVERY (1967)
 BH2426
 BH2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2426'TANK IS STANDING AND IN GOOD CONDITION.
 BH2426
 BH2426                          STATION RECOVERY (1969)
 BH2426
 BH2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2426'RECOVERED.  TANK IS STILL STANDING AND IN GOOD CONDITION.
 BH2426
 BH2426                          STATION RECOVERY (1970)
 BH2426
 BH2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2426'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION BY O.S.R. IN
 BH2426'1958 IS ADEQUATE FOR RECOVERY.
 BH2426
 BH2426                          STATION RECOVERY (1972)
 BH2426
 BH2426'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2426'THE STATION WAS VISITED 8-23-72 AND WAS FOUND IN GOOD CONDITION.
 BH2426'
 BH2426'THE STATION IS LOCATED ABOUT WEST OF BILOXI IN WHAT IS KNOWN AS THE
 BH2426'TRIANGLE AREA OF KEESLER AIR FORCE BASE IN BLOCK 73 JUST
 BH2426'NORTH OF THE SOUTHWEST WING OF BUILDING NO. 7302 ON THE SOUTH SIDE OF
 BH2426'A C STREET AT THE FIRST INTERSECTION EAST AND WEST OF
 BH2426'PLOESTI DRIVE.  IT IS AN ELEVATED TANK ATOP 8 STEEL TUBULAR LEGS
 BH2426'PAINTED IN ALTERNATE CHECKS OF RED AND WHITE AND IS ABOUT 152
 BH2426'FEET HIGH.  THE BALL AT THE APEX OF THE TANK WAS THE POINT
 BH2426'INTERSECTED.
 BH2426'
 BH2426'TO REACH THE STATION FROM GATE 5 AT THE WEST SIDE OF KEESLER AIR
 BH2426'FORCE BASE GO EAST ON D STREET FOR 0.25 MILES TO THE INTERSECTION
 BH2426'OF PLOESTI DRIVE.  TURN RIGHT AND GO SOUTHWEST OF PLOESTI DRIVE FOR 1
 BH2426'BLOCK TO THE JUNCTION OF C STREET.  TURN LEFT AND GO EAST
 BH2426'ON C STREET FOR 1 BLOCK TO A SIDE STREET AND THE TANK ON THE RIGHT.
 BH2426'
 BH2426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2401 ***********************************************************************
 BH2401  DESIGNATION -  BILOXI LIGHTHOUSE
 BH2401  PID         -  BH2401
 BH2401  STATE/COUNTY-  MS/HARRISON
 BH2401  USGS QUAD   -  BILOXI (1992)
 BH2401
 BH2401                         *CURRENT SURVEY CONTROL
 BH2401  ___________________________________________________________________
 BH2401* NAD 83(1993)-  30 23 39.87447(N)    088 54 04.34393(W)     ADJUSTED  
 BH2401* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2401  ___________________________________________________________________
 BH2401  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BH2401  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH2401  HORZ ORDER  -  THIRD
 BH2401
 BH2401.The horizontal coordinates were established by classical geodetic methods
 BH2401.and adjusted by the National Geodetic Survey in May 1994.
 BH2401
 BH2401.The orthometric height was scaled from a topographic map.
 BH2401
 BH2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2401
 BH2401.The geoid height was determined by GEOID03.
 BH2401
 BH2401;                    North         East     Units Scale Factor Converg.
 BH2401;SPC MS E     -    99,143.698   293,477.533   MT  0.99995052   -0 02 03.6
 BH2401;SPC MS E     -   325,273.95    962,850.87   sFT  0.99995052   -0 02 03.6
 BH2401;UTM  16      - 3,364,024.047   317,345.973   MT  1.00001160   -0 57 43.9
 BH2401
 BH2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2401!SPC MS E     -   1.00000443  x   0.99995052  =   0.99995495
 BH2401!UTM  16      -   1.00000443  x   1.00001160  =   1.00001603
 BH2401
 BH2401:                Primary Azimuth Mark                     Grid Az
 BH2401:SPC MS E     -  BILOXI CHANNEL LIGHT 10                  162 53 33.5
 BH2401:UTM  16      -  BILOXI CHANNEL LIGHT 10                  163 49 13.8
 BH2401
 BH2401|---------------------------------------------------------------------|
 BH2401| PID    Reference Object                     Distance      Geod. Az  |
 BH2401|                                                           dddmmss.s |
 BH2401| BH2413 BILOXI CHANNEL LIGHT 10             APPROX. 0.6 KM 1625129.9 |
 BH2401| BH2409 BILOXI CHANNEL LIGHT 8              APPROX. 0.9 KM 1784533.8 |
 BH2401| BH2398 BILOXI CHANNEL LIGHT 2              APPROX. 3.7 KM 1812615.9 |
 BH2401| BH2399 BILOXI CHANNEL LIGHT 4              APPROX. 2.2 KM 1812613.5 |
 BH2401| BH2593 GULFPORT CHANNEL LIGHT 52           APPROX.17.5 KM 2183850.7 |
 BH2401| BH2592 GULFPORT CHANNEL LIGHT 60           APPROX.16.9 KM 2301340.7 |
 BH2401| BH2591 GULFPORT CHANNEL LIGHT 64           APPROX.17.0 KM 2384901.6 |
 BH2401| BH2403 EDGEWATER GULF HOTEL DOME FLAG      APPROX. 8.4 KM 2672051.8 |
 BH2401|---------------------------------------------------------------------|
 BH2401
 BH2401                          SUPERSEDED SURVEY CONTROL
 BH2401
 BH2401  NAD 83(1993)-  30 23 39.89002(N)    088 54 04.33396(W) AD(       ) 3
 BH2401  NAD 83(1986)-  30 23 39.89531(N)    088 54 04.33526(W) AD(       ) 3
 BH2401  NAD 27      -  30 23 39.18050(N)    088 54 04.22666(W) AD(       ) 3
 BH2401
 BH2401.Superseded values are not recommended for survey control.
 BH2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2401.See file dsdata.txt to determine how the superseded data were derived.
 BH2401
 BH2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1734664024(NAD 83)
 BH2401_MARKER: 53 = ELEVATED TANK
 BH2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2401+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 BH2401
 BH2401  HISTORY     - Date     Condition        Report By
 BH2401  HISTORY     - 1855     FIRST OBSERVED   CGS
 BH2401  HISTORY     - 1917     GOOD             CGS
 BH2401  HISTORY     - 1921     GOOD             CGS
 BH2401  HISTORY     - 1935     GOOD             CGS
 BH2401  HISTORY     - 1935     GOOD             CGS
 BH2401  HISTORY     - 1943     GOOD             CGS
 BH2401  HISTORY     - 1946     GOOD             CGS
 BH2401  HISTORY     - 1950     GOOD             CGS
 BH2401  HISTORY     - 1958     GOOD             CGS
 BH2401  HISTORY     - 1966     GOOD             CGS
 BH2401  HISTORY     - 1967     GOOD             CGS
 BH2401  HISTORY     - 1969     GOOD             CGS
 BH2401  HISTORY     - 1970     GOOD             NGS
 BH2401  HISTORY     - 1972     GOOD             MSHD
 BH2401  HISTORY     - 1977     GOOD             LOCENG
 BH2401  HISTORY     - 1986     GOOD             NOS
 BH2401  HISTORY     - 20060430 GOOD             MSGS
 BH2401  HISTORY     - 20081130 MARK NOT FOUND   MSSU
 BH2401
 BH2401                          STATION DESCRIPTION
 BH2401
 BH2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2401'STILL IN EXISTENCE.
 BH2401
 BH2401                          STATION RECOVERY (1921)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (FBT)
 BH2401'CENTER OF LIGHT USED.
 BH2401
 BH2401                          STATION RECOVERY (1935)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAH)
 BH2401'THE LIGHTHOUSE IS S OF THE CENTER OF TOWN ON THE EDGE OF THE GULF AND
 BH2401'JUST S OF THE GULF SHORE DRIVE.  STILL STANDING AND IN
 BH2401'GOOD CONDITION.
 BH2401
 BH2401                          STATION RECOVERY (1935)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2401'THE STATION IS THE CENTER OF THE LIGHT.
 BH2401
 BH2401                          STATION RECOVERY (1943)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCW)
 BH2401'LIGHT IS STILL STANDING.  WAS VISITED BUT NOT USED.  CONSIDERABLE
 BH2401'VIBRATION ON TOP.  A TRIPOD CANNOT BE SET UP ON OUTSIDE
 BH2401'PLATFORM.  A STAND FOR INSTRUMENT SHOULD BE ERECTED IN ORDER TO
 BH2401'OCCUPY.
 BH2401
 BH2401                          STATION RECOVERY (1946)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2401'THE LIGHT IS STILL STANDING AND IN GOOD CONDITION.
 BH2401
 BH2401                          STATION RECOVERY (1950)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2401'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 BH2401'FOLLOWS-
 BH2401'
 BH2401'STATION IS LOCATED IN THE CITY OF BILOXI, ON THE S SIDE OF WEST BEACH
 BH2401'BOULEVARD, AT THE FOOT OF PORTER AVENUE.  IT IS A STEEL SHELL
 BH2401'STRUCTURE, 63 FEET HIGH ABOVE GROUND, PAINTED WHITE.  THE STATION IS
 BH2401'THE CENTER OF THE LIGHT.  THE CENTER OF THE LIGHTHOUSE IS 21.8
 BH2401'METERS N OF THE MEAN HIGH-WATER LINE.
 BH2401
 BH2401                          STATION RECOVERY (1958)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2401'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BH2401
 BH2401                          STATION RECOVERY (1966)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2401'THE STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1950
 BH2401'RECOVERY NOTE BY G.E.M., JR.
 BH2401
 BH2401                          STATION RECOVERY (1967)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2401'LIGHTHOUSE IS STILL STANDING AND IN GOOD CONDITION.  LIGHT LIST NAME
 BH2401'IS BILOXI LIGHT.
 BH2401
 BH2401                          STATION RECOVERY (1969)
 BH2401
 BH2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2401'RECOVERED.  STATION IS STILL STANDING AND IN GOOD CONDITION.
 BH2401'DESCRIPTION BY W.R.C., 1967 IS ADEQUATE.
 BH2401
 BH2401                          STATION RECOVERY (1970)
 BH2401
 BH2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2401'THE LIGHTHOUSE WAS RECOVERED IN GOOD CONDITION.  THE 1950 DESCRIPTION
 BH2401'IS ADEQUATE.
 BH2401
 BH2401                          STATION RECOVERY (1972)
 BH2401
 BH2401'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2401'THE STATION WAS VISITED 7-20-72 AND WAS FOUND IN GOOD CONDITION.
 BH2401'
 BH2401'THE STATION IS LOCATED 0.6 MILES SOUTHWEST OF BILOXI IN BETWEEN THE
 BH2401'TWO LANES OF U.S. HIGHWAY 90 JUST NORTH OF A PARKING AREA.
 BH2401'IT IS A CONE SHAPED STRUCTURE WITH A GLASS ENCLOSED COMPARTMENT ON
 BH2401'THE TOP WITH A WEATHER VANE ON THE TOP, 63 FEET HIGH ABOVE THE
 BH2401'GROUND AND IS WHITE IN COLOR.
 BH2401'
 BH2401'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 BH2401'HIGHWAY 90 JUST EAST OF THE BUENA VISTA HOTEL IN BILOXI GO WEST
 BH2401'ON U.S. HIGHWAY 90 FOR 0.5 MILES TO THE LIGHT HOUSE ON THE LEFT.
 BH2401'
 BH2401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILES SOUTHWEST
 BH2401'OF BILOXI
 BH2401
 BH2401                          STATION RECOVERY (1977)
 BH2401
 BH2401'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (SP)
 BH2401'STEEL STRUCTURE OF 63 FEET ABOVE THE GROUND.  PAINTED WHITE.
 BH2401'
 BH2401'COMPASS BEARINGS AND ANGLES TURNED INDICATED STATION TO BE
 BH2401'UNDISTRUBED.
 BH2401'
 BH2401'STATION FOUND IN GOOD CONDITION.  DESCRIPTION FOR RECOVERY BY
 BH2401'G.E.M.JR., IS ADEQUATE.
 BH2401
 BH2401                          STATION RECOVERY (1986)
 BH2401
 BH2401'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2401'THE STATION WAS RECOVERED AT THIS DATE.
 BH2401
 BH2401                          STATION RECOVERY (2006)
 BH2401
 BH2401'RECOVERY NOTE BY MISSISSIPPI GEODETIC SURVEY 2006 (CSW)
 BH2401'MARK STILL IN EXISTANCE
 BH2401
 BH2401                          STATION RECOVERY (2008)
 BH2401
 BH2401'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008
 BH2401'THE LOCATION OF WHERE THE MARK WAS SUSPECTED TO BE SEEMS TO HAVE BEEN
 BH2401'DAMAGED BY RECENT ROAD WORK BEING DONE. I FOUND SURVEY FLAGGING
 BH2401'INDICATING SOMETHING SHOULD BE THERE BUT IT WAS ON A PIECE OF BROKEN
 BH2401'CONCRETE SLAB. I DUG IN THE AREA OF THE FLAGGING AND WAS NOT ABLE TO
 BH2401'FIND ANYTHING OF VALUE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2410 ***********************************************************************
 BH2410  DESIGNATION -  BILOXI RAD STA WLOX MAST
 BH2410  PID         -  BH2410
 BH2410  STATE/COUNTY-  MS/HARRISON
 BH2410  USGS QUAD   -  BILOXI (1992)
 BH2410
 BH2410                         *CURRENT SURVEY CONTROL
 BH2410  ___________________________________________________________________
 BH2410* NAD 83(1993)-  30 23 33.72619(N)    088 53 37.57248(W)     ADJUSTED  
 BH2410* NAVD 88     -              **(meters)            **(feet)            
 BH2410  ___________________________________________________________________
 BH2410  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BH2410  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH2410  HORZ ORDER  -  THIRD
 BH2410
 BH2410.The horizontal coordinates were established by classical geodetic methods
 BH2410.and adjusted by the National Geodetic Survey in May 1994.
 BH2410
 BH2410
 BH2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2410
 BH2410.The geoid height was determined by GEOID03.
 BH2410
 BH2410;                    North         East     Units Scale Factor Converg.
 BH2410;SPC MS E     -    98,953.971   294,192.064   MT  0.99995042   -0 01 50.1
 BH2410;SPC MS E     -   324,651.49    965,195.13   sFT  0.99995042   -0 01 50.1
 BH2410;UTM  16      - 3,363,822.763   318,057.380   MT  1.00000840   -0 57 30.1
 BH2410
 BH2410                          SUPERSEDED SURVEY CONTROL
 BH2410
 BH2410  NAD 83(1993)-  30 23 33.74156(N)    088 53 37.56768(W) AD(       ) 4
 BH2410  NAD 83(1986)-  30 23 33.74498(N)    088 53 37.56203(W) AD(       ) 4
 BH2410  NAD 27      -  30 23 33.03513(N)    088 53 37.45622(W) AD(       ) 3
 BH2410
 BH2410.Superseded values are not recommended for survey control.
 BH2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2410.See file dsdata.txt to determine how the superseded data were derived.
 BH2410
 BH2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1805763823(NAD 83)
 BH2410_MARKER: 42 = RADIO/TV MAST
 BH2410
 BH2410  HISTORY     - Date     Condition        Report By
 BH2410  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2410  HISTORY     - 1967     GOOD             CGS
 BH2410  HISTORY     - 1970     GOOD             NGS
 BH2410  HISTORY     - 1970     GOOD             NGS
 BH2410  HISTORY     - 1972     GOOD             MSHD
 BH2410  HISTORY     - 20070318 MARK NOT FOUND   MSSU
 BH2410
 BH2410                          STATION DESCRIPTION
 BH2410
 BH2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2410'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A STRUCTURAL
 BH2410'STEEL MAST, RED AND WHITE IN COLOR AND 166 FEET IN HEIGHT.
 BH2410'IT RESTS ON CEMENT FOUNDATION WHICH HAS BEEN BUILT ABOUT 100 FEET
 BH2410'SOUTH OF THE SOUTHWEST CORNER OF THE BUENA VISTA HOTEL AND OUT
 BH2410'IN THE WATER OF THE BAY.  IT IS ON THE SOUTH SIDE OF U.S. HIGHWAY 90.
 BH2410
 BH2410                          STATION RECOVERY (1967)
 BH2410
 BH2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2410'STATION IS STANDING AND IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 BH2410
 BH2410                          STATION RECOVERY (1970)
 BH2410
 BH2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2410'STATION IS STANDING AND IN GOOD CONDITION.  THE 1958 DESCRIPTION IS
 BH2410'ADEQUATE.
 BH2410
 BH2410                          STATION RECOVERY (1970)
 BH2410
 BH2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2410'STATION WAS RECOVERED IN GOOD CONDITION, IN SAME LOCATION AS PREVIOUS
 BH2410'TO HURRICANE CAMILLE IN 1969.  DESCRIPTION BY O.S.R. IN 1958, IS
 BH2410'ADEQUATE FOR RECOVERY.
 BH2410
 BH2410                          STATION RECOVERY (1972)
 BH2410
 BH2410'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2410'THE STATION WAS VISITED 8-24-72 AND WAS FOUND IN GOOD CONDITION.
 BH2410'
 BH2410'THE STATION IS LOCATED 0.4 MILE SOUTH OF THE APPROXIMATE CENTER OF
 BH2410'BILOXI ABOUT 100 FEET SOUTH OF THE SW CORNER OF THE BUENA VISTA
 BH2410'MOTEL OUT OF THE BAY, 0.45 MILE EAST OF THE BILOXI LIGHT HOUSE.  IT
 BH2410'IS A THREE LEGGED CROSS-SECTION STEEL STRUCTURE THE FIRST 60
 BH2410'FEET WITH TWO SMALLER SECTIONS THE REMAINDER OF THE TOWER.  IT IS
 BH2410'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE OVERALL
 BH2410'HEIGHT OF THE TOWER IS 166 FEET. THE T.V. STATION HAS BEEN
 BH2410'RELOCATED IN A DIFFERENT SECTION OF THE TOWN AND PLANS TO MOVE THE
 BH2410'MAST IN THE NEAR FUTURE BUT WILL TRY TO LEAVE THE CONCRETE
 BH2410'FOOTINGS.  ALSO HURRICAN CAMILLE HIT THE AREA IN AUGUST OF 1969 BUT
 BH2410'THE MAST WAS NOT BLOWN DOWN AND DOES NOT APPEAR TO HAVE MOVED.
 BH2410'
 BH2410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.4 MILE SOUTH OF
 BH2410'BILOXI.
 BH2410
 BH2410                          STATION RECOVERY (2007)
 BH2410
 BH2410'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (JL)
 BH2410'MARK NOT FOUND, I BELIEVE THE MARK IS LOCATED ON THE PROPERTY OF THE
 BH2410'BEAU RIVAGE HOTEL AND CASINO.  IT IS LIKELY THAT IT IS BURIED BENEATH
 BH2410'THE STRUCTURE OF THE PARKING GARAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0295 ***********************************************************************
 BH0295  DESIGNATION -  BILOXI RM 1
 BH0295  PID         -  BH0295
 BH0295  STATE/COUNTY-  MS/HARRISON
 BH0295  USGS QUAD   -  BILOXI (1992)
 BH0295
 BH0295                         *CURRENT SURVEY CONTROL
 BH0295  ___________________________________________________________________
 BH0295* NAD 83(1986)-  30 23 47.     (N)    088 55 58.     (W)     SCALED    
 BH0295* NAVD 88     -         5.619  (meters)      18.43   (feet)  ADJUSTED  
 BH0295  ___________________________________________________________________
 BH0295  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH0295  DYNAMIC HT  -           5.612 (meters)      18.41  (feet)  COMP
 BH0295  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BH0295
 BH0295  VERT ORDER  -  FIRST     CLASS I
 BH0295
 BH0295.The horizontal coordinates were scaled from a topographic map and have
 BH0295.an estimated accuracy of +/- 6 seconds.
 BH0295
 BH0295.The orthometric height was determined by differential leveling
 BH0295.and adjusted in June 1991.
 BH0295.WARNING-Repeat measurements at this control monument indicate possible
 BH0295.vertical movement.
 BH0295
 BH0295.The geoid height was determined by GEOID03.
 BH0295
 BH0295.The dynamic height is computed by dividing the NAVD 88
 BH0295.geopotential number by the normal gravity value computed on the
 BH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0295.degrees latitude (g = 980.6199 gals.).
 BH0295
 BH0295.The modeled gravity was interpolated from observed gravity values.
 BH0295
 BH0295;                    North         East    Units  Estimated Accuracy
 BH0295;SPC MS E     -    99,370.      290,440.      MT  (+/- 180 meters Scaled)
 BH0295
 BH0295                          SUPERSEDED SURVEY CONTROL
 BH0295
 BH0295  NGVD 29 (??/??/??)    5.582  (m)           18.31   (f) ADJUSTED    1 1
 BH0295
 BH0295.Superseded values are not recommended for survey control.
 BH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0295.See file dsdata.txt to determine how the superseded data were derived.
 BH0295
 BH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU143642(NAD 83)
 BH0295_MARKER: DR = REFERENCE MARK DISK
 BH0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0295_SP_SET: SIDEWALK
 BH0295_STAMPING: BILOXI NO 1 1930
 BH0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0295+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 BH0295
 BH0295  HISTORY     - Date     Condition        Report By
 BH0295  HISTORY     - 1930     MONUMENTED       CGS
 BH0295  HISTORY     - 1955     GOOD             CGS
 BH0295  HISTORY     - 1976     GOOD             NGS
 BH0295  HISTORY     - 20050816 GOOD             NGS
 BH0295
 BH0295                          STATION DESCRIPTION
 BH0295
 BH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0295'2.65 MI W FROM BILOXI.
 BH0295'ABOUT 2.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0295'THE STATION AT BILOXI, THENCE ABOUT 0.15 MILE SOUTH ALONG MIRAMAR
 BH0295'AVENUE, 313 FEET NORTH OF NORTH CURB OF WILKES STREET, 7.9 FEET EAST
 BH0295'OF EAST CURB OF MIRAMAR AVENUE, IN FRONT OF HOUSE NO. 220 MIRAMAR
 BH0295'AVENUE, IN THE TOP AND NEAR THE CENTER OF EAST MIRAMAR AVENUE SIDE
 BH0295'WALK.
 BH0295
 BH0295                          STATION RECOVERY (1976)
 BH0295
 BH0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0295'RECOVERED IN GOOD CONDITION.
 BH0295
 BH0295                          STATION RECOVERY (2005)
 BH0295
 BH0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0295'IN FRONT OF 162 MIRAMAR
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2369 ***********************************************************************
 BH2369  DESIGNATION -  BILOXI RR BRIDGE CENTER LIGHT
 BH2369  PID         -  BH2369
 BH2369  STATE/COUNTY-  MS/JACKSON
 BH2369  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2369
 BH2369                         *CURRENT SURVEY CONTROL
 BH2369  ___________________________________________________________________
 BH2369* NAD 83(1993)-  30 24 30.46367(N)    088 51 01.93611(W)     ADJUSTED  
 BH2369* NAVD 88     -              **(meters)            **(feet)            
 BH2369  ___________________________________________________________________
 BH2369  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BH2369  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2369  HORZ ORDER  -  THIRD
 BH2369
 BH2369.The horizontal coordinates were established by classical geodetic methods
 BH2369.and adjusted by the National Geodetic Survey in May 1994.
 BH2369
 BH2369
 BH2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2369
 BH2369.The geoid height was determined by GEOID03.
 BH2369
 BH2369;                    North         East     Units Scale Factor Converg.
 BH2369;SPC MS E     -   100,699.647   298,346.927   MT  0.99995003   -0 00 31.3
 BH2369;SPC MS E     -   330,378.76    978,826.54   sFT  0.99995003   -0 00 31.3
 BH2369;UTM  16      - 3,365,501.000   322,240.176   MT  0.99998983   -0 56 12.9
 BH2369
 BH2369                          SUPERSEDED SURVEY CONTROL
 BH2369
 BH2369  NAD 83(1993)-  30 24 30.47770(N)    088 51 01.92594(W) AD(       ) 4
 BH2369  NAD 83(1986)-  30 24 30.48416(N)    088 51 01.92284(W) AD(       ) 4
 BH2369  NAD 27      -  30 24 29.77000(N)    088 51 01.80300(W) AD(       ) 3
 BH2369
 BH2369.Superseded values are not recommended for survey control.
 BH2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2369.See file dsdata.txt to determine how the superseded data were derived.
 BH2369
 BH2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2224065501(NAD 83)
 BH2369_MARKER: 14 = NAVIGATION LIGHT
 BH2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2369+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 BH2369
 BH2369  HISTORY     - Date     Condition        Report By
 BH2369  HISTORY     - 1910     FIRST OBSERVED   CGS
 BH2369  HISTORY     - 1917     GOOD             CGS
 BH2369  HISTORY     - 1935     GOOD             CGS
 BH2369  HISTORY     - 1946     GOOD             CGS
 BH2369  HISTORY     - 1950     GOOD             CGS
 BH2369  HISTORY     - 1968     GOOD             MSHD
 BH2369  HISTORY     - 20031129 GOOD             USPSQD
 BH2369
 BH2369                          STATION DESCRIPTION
 BH2369
 BH2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2369'STILL IN EXISTENCE.
 BH2369
 BH2369                          STATION RECOVERY (1935)
 BH2369
 BH2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2369'RECOVERED.  THE STATION IS THE LIGHT ON TOP OF
 BH2369'THE CENTER OF THE
 BH2369'SWING SPAN OF THE LOUISVILLE AND NASHVILLE RAILROAD
 BH2369'ACROSS BILOXI BAY ON THE E SIDE OF
 BH2369'BILOXI.
 BH2369
 BH2369                          STATION RECOVERY (1946)
 BH2369
 BH2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2369'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 BH2369
 BH2369                          STATION RECOVERY (1950)
 BH2369
 BH2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2369'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE BY
 BH2369'G.L.A.  IS COMPLETE AND
 BH2369'ADEQUATE, WITH THE FOLLOWING ADDITION- THE LIGHT
 BH2369'IS NOT OVER THE VERTICAL AXIS OF
 BH2369'THE DRAWSPAN AND MOVES IN AN
 BH2369'ARC WITH THE OPENING AND CLOSING OF THE BRIDGE.
 BH2369
 BH2369                          STATION RECOVERY (1968)
 BH2369
 BH2369'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2369'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD
 BH2369'CONDITION.
 BH2369'
 BH2369'THE STATION IS LOCATED 1.3 MILES SOUTHWEST OF OCEAN SPRINGS.  IT IS
 BH2369'THE CENTER LIGHT ATOP THE
 BH2369'SWING BRIDGE FOR THE LOUISVILLE AND NASHVILLE RAILROAD TRACK ABOUT
 BH2369'MIDWAY ACROSS BILOXI BAY.
 BH2369
 BH2369                          STATION RECOVERY (2003)
 BH2369
 BH2369'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH2369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1900 ***********************************************************************
 DJ1900  DESIGNATION -  BINFORD
 DJ1900  PID         -  DJ1900
 DJ1900  STATE/COUNTY-  MS/MONROE
 DJ1900  USGS QUAD   -  ABERDEEN (1992)
 DJ1900
 DJ1900                         *CURRENT SURVEY CONTROL
 DJ1900  ___________________________________________________________________
 DJ1900* NAD 83(1993)-  33 45 30.17138(N)    088 34 43.34029(W)     ADJUSTED  
 DJ1900* NAVD 88     -        84.40   (+/-2cm)     276.9    (feet)  VERTCON   
 DJ1900  ___________________________________________________________________
 DJ1900  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DJ1900  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DJ1900  HORZ ORDER  -  SECOND
 DJ1900  VERT ORDER  -  THIRD ? (See Below)
 DJ1900
 DJ1900.The horizontal coordinates were established by classical geodetic methods
 DJ1900.and adjusted by the National Geodetic Survey in May 1994.
 DJ1900
 DJ1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1900.The vertical order pertains to the NGVD 29 superseded value.
 DJ1900
 DJ1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1900
 DJ1900.The geoid height was determined by GEOID03.
 DJ1900
 DJ1900;                    North         East     Units Scale Factor Converg.
 DJ1900;SPC MS E     -   472,177.248   323,588.969   MT  0.99995686   +0 08 29.4
 DJ1900;SPC MS E     - 1,549,134.85  1,061,641.48   sFT  0.99995686   +0 08 29.4
 DJ1900;UTM  16      - 3,736,485.755   353,791.345   MT  0.99986354   -0 52 38.7
 DJ1900
 DJ1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1900!SPC MS E     -   0.99999111  x   0.99995686  =   0.99994797
 DJ1900!UTM  16      -   0.99999111  x   0.99986354  =   0.99985465
 DJ1900
 DJ1900:                Primary Azimuth Mark                     Grid Az
 DJ1900:SPC MS E     -  ABERDEEN MONROE CO COMP TANK             020 42 52.8
 DJ1900:UTM  16      -  ABERDEEN MONROE CO COMP TANK             021 44 00.9
 DJ1900
 DJ1900|---------------------------------------------------------------------|
 DJ1900| PID    Reference Object                     Distance      Geod. Az  |
 DJ1900|                                                           dddmmss.s |
 DJ1900| DJ1899 ABERDEEN MONROE CO COMP TANK        APPROX. 8.8 KM 0205122.2 |
 DJ1900| DJ1897 ABERDEEN COUNTY CTHSE TOWER         APPROX. 7.9 KM 0261818.1 |
 DJ1900| CF9452 BINFORD AZ MK                                      1984632.8 |
 DJ1900| CF9453 BINFORD RM 1                         30.977 METERS 23639     |
 DJ1900| DJ1902 PRAIRIE TRADES TNG INST STACK       APPROX. 8.3 KM 3015038.6 |
 DJ1900| DJ1903 PRAIRIE TRADES TNG INST TANK        APPROX. 7.9 KM 3031942.2 |
 DJ1900| CF9455 BINFORD RM 3                         14.485 METERS 33525     |
 DJ1900| CF9454 BINFORD RM 2                         30.383 METERS 35821     |
 DJ1900|---------------------------------------------------------------------|
 DJ1900
 DJ1900                          SUPERSEDED SURVEY CONTROL
 DJ1900
 DJ1900  NAD 83(1993)-  33 45 30.17764(N)    088 34 43.33912(W) AD(       ) 2
 DJ1900  NAD 83(1986)-  33 45 30.17995(N)    088 34 43.33952(W) AD(       ) 2
 DJ1900  NAD 27      -  33 45 29.76300(N)    088 34 43.17800(W) AD(       ) 2
 DJ1900  NGVD 29 (07/19/86)   84.36   (m)          276.8    (f) LEVELING    3  
 DJ1900
 DJ1900.Superseded values are not recommended for survey control.
 DJ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1900.See file dsdata.txt to determine how the superseded data were derived.
 DJ1900
 DJ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5379136486(NAD 83)
 DJ1900_MARKER: DS = TRIANGULATION STATION DISK
 DJ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1900
 DJ1900  HISTORY     - Date     Condition        Report By
 DJ1900  HISTORY     - 1949     MONUMENTED       CGS
 DJ1900  HISTORY     - 1963     GOOD             MSHD
 DJ1900  HISTORY     - 1977     GOOD             NGS
 DJ1900
 DJ1900                          STATION DESCRIPTION
 DJ1900
 DJ1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1900'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ABERDEEN, 77
 DJ1900'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 56 FEET EAST OF THE
 DJ1900'CENTERLINE OF STATE HIGHWAY NO. 25, AND 23 FEET NORTH OF A
 DJ1900'WITNESS POST.
 DJ1900'
 DJ1900'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 45
 DJ1900'AND STATE HIGHWAY NO. 25 NEAR THE WEST EDGE OF ABERDEEN, GO FIRST
 DJ1900'SOUTH THEN WEST ON STATE HIGHWAY NO. 25 FOR 3.3 MILES TO A POINT
 DJ1900'WHERE THE MACADAM ROAD CONTINUES AHEAD (WESTERLY) AND THE HIGHWAY
 DJ1900'BEARS TO THE LEFT (GRAVELED).  TURN LEFT, SOUTH, FOR 2.7 MILES
 DJ1900'TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH
 DJ1900'MARK FROM THE STATION, CONTINUE SOUTHERLY FOR 0.35 MILE TO THE
 DJ1900'MARK AS DESCRIBED.
 DJ1900'
 DJ1900'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED BINFORD
 DJ1900'1949.
 DJ1900'
 DJ1900'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTERLINE OF STATE
 DJ1900'HIGHWAY NO. 25, AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 4
 DJ1900'INCHES, AND THE DISK IS STAMPED BINFORD NO 1 1949.
 DJ1900'
 DJ1900'REFERENCE MARK NO. 2 IS 52 FEET EAST OF THE CENTERLINE OF STATE
 DJ1900'HIGHWAY NO. 25.  IT PROJECTS 3 INCHES, AND THE DISK IS
 DJ1900'STAMPED BINFORD NO 2 1949.
 DJ1900'
 DJ1900'THE AZIMUTH MARK IS 63 FEET WEST OF THE WEST RAIL OF A RAILROAD
 DJ1900'TRACK, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE CENTER OF A CURVE
 DJ1900'IN STATE HIGHWAY NO. 25, 36 FEET NORTH OF THE CENTERLINE OF A DIRT
 DJ1900'ROAD, AND 5-1/2 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS
 DJ1900'5 INCHES, AND THE DISK IS STAMPED BINFORD 1949.
 DJ1900'
 DJ1900'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE CYLINDERS.
 DJ1900'
 DJ1900'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1900
 DJ1900                          STATION RECOVERY (1963)
 DJ1900
 DJ1900'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1900'THE STATION WAS VISITED 1-7-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ1900'CONDITION.
 DJ1900'
 DJ1900'THE 1949 DESCRIPTION IS ADEQUATE.
 DJ1900'
 DJ1900'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ1900'1.0 FOOT WEST OF THE AZIMUTH MARK.
 DJ1900
 DJ1900                          STATION RECOVERY (1977)
 DJ1900
 DJ1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 DJ1900'STATION WAS VISITED 6-16-77, AND THE STATION REFERENCE MARK NO 1 AND
 DJ1900'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO
 DJ1900'2 WAS FOUND BROKEN OFF AND ON ITS SIDE.  A NEW REFERENCE MARK NO 3
 DJ1900'WAS ESTABLISHED AND THE DISK FROM REFERENDE MARK NO 2 WAS RECLAIMED.
 DJ1900'A NEW DESCRIPTION FOLLOWS.
 DJ1900'
 DJ1900'THE STATION IS LOCATED 5 MILES SOUTHWEST OF ABERDEEN AND 0.5 MILE
 DJ1900'SOUTH OF STATE HIGHWAY 25.
 DJ1900'
 DJ1900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND COUNTY
 DJ1900'ROAD 382 ABOUT 4 MILES SOUTHWEST OF ABERDEEN, BO SOUTH ON A PAVED
 DJ1900'ROAD FOR 0.3 MILE TO A GRAVEL SIDEROAD ON RIGHT, TURN RIGHT AND GO
 DJ1900'SOUTHERLY ON GRAVEL ROAD FOR 2.65 MILES TO STATION ON LEFT.
 DJ1900'
 DJ1900'STATION MARK IS A TRIANGULATION STATION DISK, STAMPED---BINFORD
 DJ1900'1949---SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 1 INCH.
 DJ1900'IT IS 77 FEET WESTOF WEST RAIL OF RAILROAD TRACKS, 55 FEET EAST OF
 DJ1900'THE CENTER OF GRAVEL ROAD, 45.5 FEET NORTHEAST OF A 34-INCH OAK TREE,
 DJ1900'48.5 FEET SOUTHEAST OF POWER POLE NO 64-S-11, 2.2 FEET NORTH OF A
 DJ1900'METAL WITNESS POST AND SIGN.
 DJ1900'
 DJ1900'REFERENCE MARK NO 1 IS A STANDRD DISK, STAMPED---BINFORD NO 1
 DJ1900'1949---SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 2 INCHES.
 DJ1900'IT IS 27 FEET WEST OF THE CENTER OF GRAVEL ROAD, 7 FEET SOUTHWEST OF
 DJ1900'A 10-INCH OAK TREE, 2 FEET NORTH OF A METAL WITNESS POST AND SIGN AND
 DJ1900'1.5 FEET EAST OF FENCELINE.
 DJ1900'
 DJ1900'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED---BINFORD 1949 NO 3
 DJ1900'1977---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 DJ1900'IT IS 98 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, 34 FEET EAST
 DJ1900'OF THE CENTER OF GRAVEL ROAD, 2.5 FEET EAST OF POWER POLE NO 64-S-11,
 DJ1900'1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 DJ1900'
 DJ1900'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED---BINFORD 1949---SET IN
 DJ1900'THE TOP OF A ROUND CONCRETE POST, PROJECTING 4 INCHES.  IT IS 63 FEET
 DJ1900'WEST OF WEST RAIL OF RAILROAD TRACKS, 46.5 FEET SOUTH-SOUTHWEST OF A
 DJ1900'POWER POLE, 45 FEET EAST OF THE CENTER OF GRAVEL ROAD, 39.5 FEET
 DJ1900'NORTH OF THE CENTER OF A DIRT ROAD, 32 FEET NORTHEAST OF A 28-INCH
 DJ1900'OAK TREE AND 2.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 DJ1900'
 DJ1900'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD FOR
 DJ1900'0.35 MILE TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2037 ***********************************************************************
 BH2037  DESIGNATION -  BIRD
 BH2037  PID         -  BH2037
 BH2037  STATE/COUNTY-  MS/JACKSON
 BH2037  USGS QUAD   -  BIG POINT (1982)
 BH2037
 BH2037                         *CURRENT SURVEY CONTROL
 BH2037  ___________________________________________________________________
 BH2037* NAD 83(1993)-  30 32 03.16609(N)    088 27 01.08002(W)     ADJUSTED  
 BH2037* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BH2037  ___________________________________________________________________
 BH2037  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BH2037  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH2037  HORZ ORDER  -  SECOND
 BH2037
 BH2037.The horizontal coordinates were established by classical geodetic methods
 BH2037.and adjusted by the National Geodetic Survey in May 1994.
 BH2037
 BH2037.The orthometric height was scaled from a topographic map.
 BH2037
 BH2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2037
 BH2037.The geoid height was determined by GEOID03.
 BH2037
 BH2037;                    North         East     Units Scale Factor Converg.
 BH2037;SPC MS E     -   114,702.018   336,756.208   MT  0.99996666   +0 11 40.6
 BH2037;SPC MS E     -   376,318.20  1,104,840.99   sFT  0.99996666   +0 11 40.6
 BH2037;SPC AL W     -    59,601.495   508,808.205   MT  1.00003589   -0 28 58.2
 BH2037;UTM  16      - 3,378,877.604   360,869.937   MT  0.99983880   -0 44 13.0
 BH2037
 BH2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2037!SPC MS E     -   1.00000354  x   0.99996666  =   0.99997020
 BH2037!SPC AL W     -   1.00000354  x   1.00003589  =   1.00003943
 BH2037!UTM  16      -   1.00000354  x   0.99983880  =   0.99984234
 BH2037
 BH2037|---------------------------------------------------------------------|
 BH2037| PID    Reference Object                     Distance      Geod. Az  |
 BH2037|                                                           dddmmss.s |
 BH2037| DD7576 BIRD RM 1                            29.780 METERS 03122     |
 BH2037| DD7577 BIRD RM 2                            33.433 METERS 11709     |
 BH2037| DD7575 BIRD AZ MK                                         2115132.8 |
 BH2037| BH2042 HELENA FIRE TOWER                   APPROX. 5.2 KM 2440807.5 |
 BH2037|---------------------------------------------------------------------|
 BH2037
 BH2037                          SUPERSEDED SURVEY CONTROL
 BH2037
 BH2037  NAD 83(1993)-  30 32 03.17276(N)    088 27 01.07577(W) AD(       ) 2
 BH2037  NAD 83(1986)-  30 32 03.18968(N)    088 27 01.07610(W) AD(       ) 2
 BH2037  NAD 27      -  30 32 02.47600(N)    088 27 01.03200(W) AD(       ) 2
 BH2037
 BH2037.Superseded values are not recommended for survey control.
 BH2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2037.See file dsdata.txt to determine how the superseded data were derived.
 BH2037
 BH2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6087078878(NAD 83)
 BH2037_MARKER: DS = TRIANGULATION STATION DISK
 BH2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2037
 BH2037  HISTORY     - Date     Condition        Report By
 BH2037  HISTORY     - 1943     MONUMENTED       CGS
 BH2037  HISTORY     - 1958     GOOD             CGS
 BH2037  HISTORY     - 1968     GOOD             MSHD
 BH2037
 BH2037                          STATION DESCRIPTION
 BH2037
 BH2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2037'THE STATION IS LOCATED ABOUT 10 MILES SSE OF HURLEY, ON LAND OWNED BY
 BH2037'MR. J.A. ROALL AND IS ABOUT 125 FEET SE OF THE SE CORNER OF THE
 BH2037'ROALL FARMHOUSE, 88.6 FEET S OF THE SE FENCE CORNER POST OF FARMYARD,
 BH2037'48 FEET W OF THE CENTER LINE OF A FARM ROAD, 8.3 FEET SE OF A
 BH2037'STANDARD REFERENCE POST.  THE DISK IS STAMPED BIRD 1943.
 BH2037'
 BH2037'SURFACE, UNDERGRUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2037'SET IN CONCRETE,
 BH2037'
 BH2037'REFERENCE MARK NO. 1 IS 97.71 FEET NE OF THE STATION, 66.5 FEET E OF
 BH2037'THE SE FENCE CORNER POST OF FARMYARD.  THE DISK IS STAMPED BIRD NO.
 BH2037'1 1943.
 BH2037'
 BH2037'REFERENCE MARK NO. 2 IS 109.69 FEET SE OF THE STATION, 22 FEET E OF
 BH2037'THE CENTER LINE OF FARM ROAD, 4.5 FEET W OF A N-S WIRE FENCE.  THE
 BH2037'DISK IS STAMPED BIRD NO. 2 1943.
 BH2037'
 BH2037'THE AZIMUTH MARK IS 0.3 MILE SSW OF THE STATION, 81.6 FEET S OF THE
 BH2037'CENTER LINE OF A FARM ROAD, 22.6 FEET NW OF A FENCE CORNER POST, 2.4
 BH2037'FEET E OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED BIRD 1943.
 BH2037'
 BH2037'TO REACH THE STATION FROM THE HURLEY POST OFFICE, GO S ON MISSISSIPPI
 BH2037'STATE HIGHWAY 63 FOR 7.0 MILES TO A RAILROAD CROSSING, CONTINUE
 BH2037'ON FOR 2.2 MILES, THENCE LEFT, SOUTHERLY, ON GRADED DIRT ROAD FOR 0.3
 BH2037'MILE TO A FORKS, KEEP RIGHT FORK STRAIGHT AHEAD FOR 2.55 MILES TO
 BH2037'A T-ROAD LEFT THAT IS JUST BEFORE REACHING A BRIDGE, TURN LEFT AND
 BH2037'FOLLOW MAIN ROAD ENE FOR 4.45 MILES TO A T-ROAD RIGHT THAT IS
 BH2037'JUST PAST A FARMHOUSE ON THE RIGHT, HERE TURN RIGHT AND GO 0.15 MILE
 BH2037'TO THE AZIMUTH ON THE RIGHT, CONTINUE NORTHERLY ON MAIN ROAD FOR 0.3
 BH2037'MILE TO THE ROALL FARMHOUSE ON THE LEFT AND STATION.
 BH2037'
 BH2037'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BH2037
 BH2037                          STATION RECOVERY (1958)
 BH2037
 BH2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2037'THE STATION WAS VISITED 12-9-58 AND ALL MARKS WERE FOUND IN GOOD
 BH2037'CONDITION.  SOME CLEARING IS NEEDED TO MAKE THE AZIMUTH MARK VISIBLE
 BH2037'FROM THE STATION.  THE HOUSE MENTIONED IN THE 1943 DESCRIPTION HAS
 BH2037'BEEN TORN DOWN AND A NEW HOUSE BUILT ABOUT 250 YARDS SOUTH OF THE
 BH2037'STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2037'
 BH2037'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH-SOUTHEAST OF HURLEY, 2
 BH2037'MILES EAST OF THE MISSISSIPPI EXPORT RAILROAD TRACKS AND ABOUT
 BH2037'0.9 MILE NORTH BY ROAD OF LYONS CREEK, ON PROPERTY OWNED BY MR. J.
 BH2037'JOHNSON.  IT IS ABOUT 0.75 MILE WEST OF BIRD LAKE, 30 YARDS WEST OF A
 BH2037'SMALL CREEK, ABOUT 250 YARDS NORTH OF THE JOHNSON HOUSE AND ABOUT 100
 BH2037'YARDS EAST OF A LARGE BARN WITH A TIN ROOF.  IT IS IN THE NORTHEAST
 BH2037'CORNER OF AN OPEN AREA NORTH OF THE HOUSE, 48 FEET EAST OF THE
 BH2037'CENTER OF AN OLD GRADED ROAD (NO LONGER USED) 88.5 FEET SOUTH OF THE
 BH2037'SOUTHEAST CORNER OF A FENCED YARD (SITE OF OLD HOUSE WITH TWO
 BH2037'CEDAR TREES IN THE FENCED ENCLOSURE, 3.5 FEET EAST OF A SMALL PINE
 BH2037'TREE AND 17 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH
 BH2037'WALL OF THE LARGE BARN TO THE WEST.  IT IS A STANDARD DISK, STAMPED
 BH2037'BIRD 1943, PROJECTING 4 INCHES.
 BH2037'
 BH2037'REFERENCE MARK NO. 1 IS 97.71 FEET NORTHEAST OF THE STATION, 4 FEET
 BH2037'SOUTH OF THE PROJECTED PLANE OF AN EAST-WEST FENCE LEADING WEST OF
 BH2037'THE MARK, 66.5 FEET EAST OF THE SOUTHEAST CORNER, 50 FEET WEST OF A
 BH2037'SMALL CREEK, 4 FEET WEST OF AN 18-INCH WATER OAK, 45 FEET
 BH2037'NORTHEAST OF THE CENTER OF A TRACK ROAD WHERE THE TRACK ROAD TURNS
 BH2037'WEST, AND 36 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 BH2037'OF THE LARGE BARN TO THE WEST.  IT IS A STANDARD DISK, STAMPED BIRD
 BH2037'NO 1 1943, PROJECTING 4 INCHES.
 BH2037'
 BH2037'REFERENCE MARK NO. 2 IS 109.69 FEET SOUTHEAST OF THE STATION, 22 FEET
 BH2037'EAST OF THE CENTER OF A TRACK ROAD, 60 FEET WEST OF A SMALL CREEK,
 BH2037'5.5 FEET NORTHWEST OF A 12-INCH CROOKED OAK TREE WHICH LEANS TO THE
 BH2037'WEST, 9 FEET SOUTHWEST OF A 12-INCH PINE TREE.  IT IS A
 BH2037'STANDARD DISK, STAMPED BIRD NO 2 1943, PROJECTING 6 INCHES.
 BH2037'
 BH2037'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION, 82 FEET
 BH2037'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 BH2037'8 FEET EAST OF THE PROJECTED LINE OF A ROW OF PECAN TREES, 62 FEET
 BH2037'NORTHWEST OF THE NORTHWEST CORNER OF AN OLD HOUSE, AND 39 PACES
 BH2037'WEST OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED BIRD 1943,
 BH2037'PROJECTING 6 INCHES.
 BH2037'
 BH2037'TO REACH THE STATION FROM THE SCHOOL BUILDING IN HURLEY (WHICH IS
 BH2037'21.4 MILES SOUTH ALONG STATE HIGHWAY 63 FROM LUCEDALE), GO
 BH2037'SOUTH ON STATE HIGHWAY 63 FOR 6.4 MILES TO THE SECOND RAILROAD
 BH2037'CROSSING, CONTINUE SOUTH FOR 1.7 MILES TO A FORK, TAKE LEFT FORK AND
 BH2037'GO SOUTH FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR
 BH2037'1.15 MILES TO THE RAILROAD TRAKS, CROSS TRACK AND CONTINUE EAST FOR
 BH2037'1.95 MILE TO A T ROAD, TURN LEFT AND GO NORTH FOR 0.5 MILE TO A SIDE
 BH2037'ROAD RIGHT, JUST AFTER PASSING A FARM HOUSE ON THE RIGHT, TURN
 BH2037'RIGHT AND GO EAST FOR 0.15 MILE TO A CURVE IN THE ROAD AND THE
 BH2037'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.25 MILE TO A GATE ON
 BH2037'THE LEFT IN A FENCE LINE, TURN LEFT AND PASS THROUGH THE GATE AND
 BH2037'GO NORTHWEST FOR 0.1 MILE TO THE MARK ON THE LEFT IN THE NORTHEAST
 BH2037'CORNER OF A SMALL CLEARED FIELD.
 BH2037
 BH2037                          STATION RECOVERY (1968)
 BH2037
 BH2037'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2037'THE STATION WAS VISITED 7-12-68 AND THE STATION MARK, REFERENCE MARK,
 BH2037'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2037'
 BH2037'THE STATION IS LOCATED 9.0 MILES SOUTHEAST OF HURLEY AND 9.3 MILES
 BH2037'NORTHEAST OF ESCATAWPA IN THE SOUTHEAST 1/4 OF SECTION 11, T
 BH2037'6S, R 5W AND ON PROPERTY OWNED BY RM. J. JOHNSON.  IT IS 67 FEET
 BH2037'NORTHWEST OF A 2 INCH WATER PIPE PROJECTING 18 INCHES, 88.5
 BH2037'FEET SOUTH OF A FENCE CORNER, 18 FEET SOUTH OF THE PROJECTED SOUTH
 BH2037'WALL OF A LARGE BARN, 106 FEET WEST OF THE WEST EDGE OF A SMALL
 BH2037'CREEK, 82.5 FEET SOUTH SOUTHEAST OF A 7 INCH PECAN, 90 FEET SOUTHEAST
 BH2037'OF A 8 INCH PECAN, 1 FOOT WEST OF A METAL WITNESS POST AND 48 FEET
 BH2037'WEST OF THE CENTER OF A DIM LANE.
 BH2037'
 BH2037'IT IS A STANDARD TRIANGULATION DISK, STAMPED BIRD 1943 PROJECTING 6
 BH2037'INCHES.
 BH2037'
 BH2037'REFERENCE MARK NO. 1 IS 97.71 FEET NORTHEAST OF THE STATION.  IT IS
 BH2037'66.5 FEET EAST OF A FENCE CORNER, 22 FEET SOUTHWEST OF A 16 INCH
 BH2037'PINE, 34 FEET WEST OF THE WEST EDGE OF A SMALL CREEK, 30 FEET SOUTH
 BH2037'OF THE PROJECTED SOUTH WALL OF A SHED AND 1 FOOT SOUTHWEST OF A
 BH2037'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BIRD NO 1 1943
 BH2037'PROJECTING 3 INCHES.
 BH2037'
 BH2037'REFERENCE MARK NO. 2 IS 109.69 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2037'59.5 FEET EAST SOUTHEAST OF A 2 INCH WATER PIPE PROJECTING 18
 BH2037'INCHES, 8.5 FEET WEST SOUTHWEST OF A 14 INCH PINE, 44 FEET WEST OF
 BH2037'THE WEST EDGE OF A SMALL CREEK, 20 FEET WEST OF THE CENTER OF A DIM
 BH2037'LANE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BH2037'REFERENCE MARK DISK STAMPED BIRD NO 2 1943, PROJECTING 6 INCHES.
 BH2037'
 BH2037'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 141.10 FEET.
 BH2037'
 BH2037'THE AZIMUTH MARK IS 0.3 MILE SOUTH SOUTHWEST OF THE STATION.  IT IS
 BH2037'78 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 81.5 FEET
 BH2037'SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 1 FOOT NORTH OF A
 BH2037'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST. A SMALL
 BH2037'AMOUNT OF CLEARING WILL BE REQUIRED NEAR THE AZIMUTH IN ORDER FOR THE
 BH2037'STATION TO BE VISIBLE.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED
 BH2037'BIRD 1943 PROJECTING 4 INCHES.
 BH2037'
 BH2037'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2037'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.9 MILE TO THE SWING
 BH2037'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2037'HIGHWAY 63 FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2037'(NORTHEAST) AND CONTINUE ON SARACENNIA ROAD FOR 6.9 MILES TO A SIDE
 BH2037'ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE ON A BLACKTOP ROAD
 BH2037'FOR 1.2 MILES TO THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD
 BH2037'TRACK.  CONTINUE SOUTHEAST ON A BLACKTOP ROAD FOR 2.0 MILES TO A T
 BH2037'INTERSECTION.  TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP ROAD
 BH2037'FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE
 BH2037'ON AN ALL WEATHER ROAD FOR 0.15 MILE TO A CURVE IN THE ROAD AND THE
 BH2037'AZIMUTH ON THE RIGHT JUST PAST A CATTLE GUARD.  TO REACH THE STATION
 BH2037'CONTINUE NORTHEAST ON AN ALL WEATHER ROAD FOR 0.25 MILE TO A
 BH2037'WOODEN GATE ON THE LEFT JUST PAST A CONCRETE BLOCK HOUSE.  TURN LEFT
 BH2037'THROUGH THE GATE AND CONTINUE NORTH NORTHWEST ON A DIM ROAD ON THE
 BH2037'WEST SIDE OF A SMALL CREEK FOR 0.05 MILE TO THE MARK ON THE LEFT
 BH2037'AS DESCRIBED.
 BH2037'
 BH2037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.8 MILES SOUTHEAST
 BH2037'OF BIG POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2222 ***********************************************************************
 BH2222  DESIGNATION -  BIYOU
 BH2222  PID         -  BH2222
 BH2222  STATE/COUNTY-  MS/JACKSON
 BH2222  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2222
 BH2222                         *CURRENT SURVEY CONTROL
 BH2222  ___________________________________________________________________
 BH2222* NAD 83(1993)-  30 24 42.09330(N)    088 31 45.41338(W)     ADJUSTED  
 BH2222* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2222  ___________________________________________________________________
 BH2222  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BH2222  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH2222  HORZ ORDER  -  SECOND
 BH2222
 BH2222.The horizontal coordinates were established by classical geodetic methods
 BH2222.and adjusted by the National Geodetic Survey in May 1994.
 BH2222
 BH2222.The orthometric height was scaled from a topographic map.
 BH2222
 BH2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2222
 BH2222.The geoid height was determined by GEOID03.
 BH2222
 BH2222;                    North         East     Units Scale Factor Converg.
 BH2222;SPC MS E     -   101,096.868   329,213.590   MT  0.99996052   +0 09 14.1
 BH2222;SPC MS E     -   331,681.97  1,080,094.92   sFT  0.99996052   +0 09 14.1
 BH2222;SPC AL W     -    46,085.211   501,104.919   MT  1.00005395   -0 31 15.9
 BH2222;UTM  16      - 3,365,398.150   353,108.381   MT  0.99986619   -0 46 27.4
 BH2222
 BH2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2222!SPC MS E     -   1.00000429  x   0.99996052  =   0.99996481
 BH2222!SPC AL W     -   1.00000429  x   1.00005395  =   1.00005824
 BH2222!UTM  16      -   1.00000429  x   0.99986619  =   0.99987048
 BH2222
 BH2222:                Primary Azimuth Mark                     Grid Az
 BH2222:SPC MS E     -  MOSS POINT RESET                         273 18 01.7
 BH2222:SPC AL W     -  MOSS POINT RESET                         273 58 31.7
 BH2222:UTM  16      -  MOSS POINT RESET                         274 13 43.2
 BH2222
 BH2222|---------------------------------------------------------------------|
 BH2222| PID    Reference Object                     Distance      Geod. Az  |
 BH2222|                                                           dddmmss.s |
 BH2222| BH3172 MOSS POINT RESET                    495.046 METERS 2732715.8 |
 BH2222| DD7578 BIYOU RM                             40.650 METERS 28116     |
 BH2222|---------------------------------------------------------------------|
 BH2222
 BH2222                          SUPERSEDED SURVEY CONTROL
 BH2222
 BH2222  NAD 83(1993)-  30 24 42.10202(N)    088 31 45.40864(W) AD(       ) 2
 BH2222  NAD 83(1986)-  30 24 42.11840(N)    088 31 45.40557(W) AD(       ) 2
 BH2222  NAD 27      -  30 24 41.39700(N)    088 31 45.34600(W) AD(       ) 2
 BH2222
 BH2222.Superseded values are not recommended for survey control.
 BH2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2222.See file dsdata.txt to determine how the superseded data were derived.
 BH2222
 BH2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5310865398(NAD 83)
 BH2222_MARKER: DS = TRIANGULATION STATION DISK
 BH2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2222
 BH2222  HISTORY     - Date     Condition        Report By
 BH2222  HISTORY     - 1921     MONUMENTED       CGS
 BH2222  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH2222  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH2222
 BH2222                          STATION DESCRIPTION
 BH2222
 BH2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2222'STATION IS 2-1/4 MILES N OF A AND M DEPOT AT MOSS POINT ON W (LEFT)
 BH2222'SIDE OF TRACK, 60 METERS N OF FIRST BRIDGE N OF MOSS POINT, 25
 BH2222'METERS N OF POINT OF TANGENCY OF W (LEFT) RAIL, 1.510 METERS OR 4.95
 BH2222'FEET W OF W AND NEAREST RAIL.
 BH2222'
 BH2222'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2222'SET IN CONCRETE.
 BH2222'
 BH2222'REFERENCE MARK ON OPPOSITE SIDE OF TRACK AT N END OF RAILROAD BRIDGE.
 BH2222
 BH2222                          STATION RECOVERY (1958)
 BH2222
 BH2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2222'NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE MARKS WERE NOT FOUND.
 BH2222'THE DESCRIPTION IS NO LONGER ADEQUATE FOR RECOVERY.  MARKS
 BH2222'MIGHT BE FOUND BY TRAVERSE METHODS.
 BH2222
 BH2222                          STATION RECOVERY (1968)
 BH2222
 BH2222'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2222'THE STATION WAS VISITED 7-23-68 AND THE STATION MARK AND REFERENCE
 BH2222'MARK WERE NOT FOUND.
 BH2222'
 BH2222'THE STATION IS 2-1/4 MILES NORTH OF THE A AND M DEPOT AT MOSS POINT
 BH2222'ONTHE WEST (LEFT) SIDE OF THE TRACK, 60 METERS NORTH OF THE
 BH2222'FIRST BRIDGE NORTH OF MOSS POINT, 25 METERS NORTH OF THE POINT OF
 BH2222'TANGENCY OF THE WEST (LEFT) RAIL, 1.510 METERS OR 4.95 FEET WEST OF
 BH2222'THE WEST AND NEAREST RAIL.
 BH2222'
 BH2222'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2222'SET IN CONCRETE.
 BH2222'
 BH2222'REFERENCE MARK ON OPPOSITE SIDE OF THE TRACK AT THE NORTH END OF THE
 BH2222'RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1271 ***********************************************************************
 BV1271  DESIGNATION -  BLACK
 BV1271  PID         -  BV1271
 BV1271  STATE/COUNTY-  MS/JONES
 BV1271  USGS QUAD   -  MYRICK (1982)
 BV1271
 BV1271                         *CURRENT SURVEY CONTROL
 BV1271  ___________________________________________________________________
 BV1271* NAD 83(1993)-  31 41 34.50374(N)    088 57 40.98620(W)     ADJUSTED  
 BV1271* NAVD 88     -       100.450  (meters)     329.56   (feet)  ADJUSTED  
 BV1271  ___________________________________________________________________
 BV1271  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BV1271  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV1271  DYNAMIC HT  -         100.331 (meters)     329.17  (feet)  COMP
 BV1271  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 BV1271
 BV1271  HORZ ORDER  -  SECOND
 BV1271  VERT ORDER  -  SECOND    CLASS II
 BV1271
 BV1271.The horizontal coordinates were established by classical geodetic methods
 BV1271.and adjusted by the National Geodetic Survey in May 1994.
 BV1271
 BV1271.The orthometric height was determined by differential leveling
 BV1271.and adjusted in May 1996.
 BV1271
 BV1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1271
 BV1271.The geoid height was determined by GEOID03.
 BV1271
 BV1271.The dynamic height is computed by dividing the NAVD 88
 BV1271.geopotential number by the normal gravity value computed on the
 BV1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1271.degrees latitude (g = 980.6199 gals.).
 BV1271
 BV1271.The modeled gravity was interpolated from observed gravity values.
 BV1271
 BV1271;                    North         East     Units Scale Factor Converg.
 BV1271;SPC MS E     -   243,107.577   287,860.439   MT  0.99995182   -0 04 02.2
 BV1271;SPC MS E     -   797,595.44    944,422.12   sFT  0.99995182   -0 04 02.2
 BV1271;UTM  16      - 3,508,070.791   314,105.512   MT  1.00002622   -1 01 50.7
 BV1271
 BV1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1271!SPC MS E     -   0.99998838  x   0.99995182  =   0.99994020
 BV1271!UTM  16      -   0.99998838  x   1.00002622  =   1.00001460
 BV1271
 BV1271|---------------------------------------------------------------------|
 BV1271| PID    Reference Object                     Distance      Geod. Az  |
 BV1271|                                                           dddmmss.s |
 BV1271| BV1272 BLACK RM 1                           35.945 METERS 03623     |
 BV1271| BV1273 BLACK RM 2                           24.119 METERS 12958     |
 BV1271| BV1566 BLACK 1956 RM 3                     APPROX. 0.7 KM 1682631.6 |
 BV1271| CF9859 BLACK AZ MK                                        1815506.0 |
 BV1271| BV1585 LAUREL RADIO STA KKP 746 MAST       APPROX.11.6 KM 2675257.9 |
 BV1271| BV1586 LAUREL RADIO STA KKE 374 MAST       APPROX.12.4 KM 2791308.6 |
 BV1271|---------------------------------------------------------------------|
 BV1271
 BV1271                          SUPERSEDED SURVEY CONTROL
 BV1271
 BV1271  NAD 83(1993)-  31 41 34.51640(N)    088 57 40.98648(W) AD(       ) 2
 BV1271  NAD 83(1986)-  31 41 34.51798(N)    088 57 40.98680(W) AD(       ) 2
 BV1271  NAD 27      -  31 41 33.93600(N)    088 57 40.80300(W) AD(       ) 2
 BV1271  NGVD 29 (??/??/92)  100.475  (m)          329.64   (f) ADJ UNCH    2 2
 BV1271
 BV1271.Superseded values are not recommended for survey control.
 BV1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1271.See file dsdata.txt to determine how the superseded data were derived.
 BV1271
 BV1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA1410608071(NAD 83)
 BV1271_MARKER: DS = TRIANGULATION STATION DISK
 BV1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1271_STAMPING: BLACK 1956
 BV1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1271+STABILITY: SURFACE MOTION
 BV1271
 BV1271  HISTORY     - Date     Condition        Report By
 BV1271  HISTORY     - 1956     MONUMENTED       CGS
 BV1271  HISTORY     - 1966     GOOD             MSHD
 BV1271  HISTORY     - 1974     GOOD             MSHD
 BV1271  HISTORY     - 1974     GOOD             MSHD
 BV1271
 BV1271                          STATION DESCRIPTION
 BV1271
 BV1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1271'THE STATION IS LOCATED ABOUT 9 MILES EAST OF LAUREL AND 8 MILES
 BV1271'SOUTHEAST OF SANDERSVILLE ON THE WEST SIDE OF A NORTH-SOUTH GRADED
 BV1271'ROAD AND ON PROPERTY OWNED BY MRS. S.E.BLACKLEDGE. IT IS 45 FEET
 BV1271'NORTHWEST OF THE CENTER OF GRADED ROAD, 39 FEET SOUTHWEST OF THE
 BV1271'CENTER OF A DRIVEWAY AND 34 FEET EAST OF A FENCE CORNER. THE MARK
 BV1271'IS FLUSH AND THE DISK IS STAMPED BLACK 1956.
 BV1271'
 BV1271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND U.S.
 BV1271'HIGHWAY 84 IN THE NORTHEAST EDGE OF LAUREL, GO EAST ON U.S. HIGHWAY
 BV1271'84 FOR 9.95 MILES TO CROSSROAD AT TOP OF GRADE (GREENS GROCERY
 BV1271'STORE AND GULF SERVICE STATION IN NORTHEAST ANGLE).
 BV1271'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.7 MILE TO A ROAD
 BV1271'FORK AND A SMALL STORE IN ANGLE. KEEP RIGHT ON GRADED ROAD FOR
 BV1271'ABOUT 300 FEET TO THE STATION ON THE ROAD BANK ON THE WEST
 BV1271'SIDE AS DESCRIBED.
 BV1271'
 BV1271'REFERENCE MARK 1 IS 35 FEET NORTHWEST OF THE CENTER OF GRADED ROAD,
 BV1271'3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTHWEST OF A
 BV1271'FENCE CORNER. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 BV1271'STAMPED BLACK NO 1 1956.
 BV1271'
 BV1271'REFERENCE MARK 2 IS 37 FEET EAST OF THE CENTER OF GRADED ROAD,
 BV1271'12 FEET EAST OF A FENCE CORNER AND 2 FEET NORTH OF FENCE LINE.
 BV1271'THE MARK IS FLUSH AND THE DISK IS STAMPED BLACK NO 2 1956.
 BV1271'
 BV1271'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF EAST-WEST DIRT
 BV1271'ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 BV1271'FENCE LINE, ON ROAD RIGHT-OF-WAY. THE MARK PROJECTS ABOUT 4 INCHES
 BV1271'AND THE DISK IS STAMPED BLACK 1956.
 BV1271'
 BV1271'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 BV1271'ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON
 BV1271'DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE NORTH SIDE AS DESCRIBED.
 BV1271
 BV1271                          STATION RECOVERY (1966)
 BV1271
 BV1271'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1271'THE STATION WAS VISITED 1-18-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1271'CONDITION.
 BV1271'
 BV1271'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN LAUREL GO
 BV1271'NORTH ON U.S. HIGHWAY 11 FOR 0.1 MILES TO A FIVE WAY STOP, TURN
 BV1271'RIGHT AND CONTINUE ON HIGHWAY 11 FOR 0.2 MILES TO A FORK, TAKE LEFT
 BV1271'FORK AND CONTINUE ON HIGHWAY 11 FOR 0.25 MILES TO HIGHWAY 84 ON
 BV1271'THE RIGHT, TURN RIGHT AND GO 10.0 MILES TO A ROAD CROSSING,
 BV1271'TURN RIGHT AND GO 0.8 MILES TO A SMALL STORE AND THE STATION ON
 BV1271'THE RIGHT.  (TO REACH THE AZIMUTH FROM THE STATION CONTINUE
 BV1271'SOUTH ON A BLACKTOP ROAD AND GO 0.6 MILES TO A SIDE ROAD LEFT,
 BV1271'TURN LEFT AND GO 0.3 MILES TO THE MARK ON THE LEFT). THE
 BV1271'STATION DISK IS STAMPED BLACK (1956) AND IS FLUSH WITH THE
 BV1271'GROUND.
 BV1271'
 BV1271'IT IS 53.4 FEET SOUTH OF SOUTHEAST CORNER OF A SMALL STORE, 45 FEET
 BV1271'NORTHWEST OF CENTER OF BLACKTOP ROAD AND 1 FOOT WEST OF A METAL
 BV1271'WITNESS POST.
 BV1271'
 BV1271'R.M. 1 IS 33 FEET WEST OF CENTER OF BLACKTOP ROAD, 19.5 FEET EAST
 BV1271'OF A ROYAL CROWN COLA SIGN AND 5.4 FEET SOUTH OF A POWER POLE,
 BV1271'STAMPED BLACK NO. 1 (1956) AND PROJECTS 1 FOOT.
 BV1271'
 BV1271'R.M. 2 IS APPROXIMATELY 79.3 FEET EAST OF THE STATION, 39 FEET
 BV1271'EAST OF BLACKTOP ROAD, 11.6 FEET EAST OF A FENCE CORNER AND 2 FEET
 BV1271'NORTH OF A FENCE, STAMPED BLACK NO. 2 (1956) AND FLUSH.
 BV1271'
 BV1271'AZIMUTH MARK IS 20 FEET NORTH OF A DIRT ROAD, 1 FOOT SOUTH OF A
 BV1271'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, STAMPED BLACK 1956
 BV1271'AND FLUSH.
 BV1271
 BV1271                          STATION RECOVERY (1974)
 BV1271
 BV1271'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 BV1271'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK NO.
 BV1271'1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE
 BV1271'AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION. A NEW AZIMUTH
 BV1271'(REFERENCE MARK NO. 3) WAS ESTABLISHED. A POLARIS OBSERVATION WAS
 BV1271'TAKEN TO THE MARK. A NEW DESCRIPTION FOLLOWS--
 BV1271'
 BV1271'THE STATION IS LOCATED ABOUT 10 MILES EAST OF LAUREL ON THE WEST
 BV1271'SIDE OF A BLACK TOP ROAD, ABOUT 100 YARDS SOUTH OF A FORK IN THE
 BV1271'ROAD, 2 MILES NORTHEAST OF MYRICK, 0.7 MILE WEST OF THE JONES-WAYNE
 BV1271'COUNTY LINE, IN THE NE1/4 OF SEC. 2 T8N, R10W. IT IS 40 FEET WEST
 BV1271'OF THE CENTER OF THE BLACK TOP ROAD, 53.5 FEET SSE OF THE SE
 BV1271'CORNER OF A SMALL ABANDONDED STORE, 128 FEET NE OF THE NE CORNER
 BV1271'OF A BRICK HOUSE, 158.5 FEET W. AND ACROSS THE ROAD FROM THE
 BV1271'SOUTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 11 FEET
 BV1271'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE FRAME HOUSE,
 BV1271'60.5 FEET EAST OF A 12-INCH OAK TREE, 94.5 FEET SE OF 2
 BV1271'24-INCH PINE TREE, 68.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BV1271'OF A BARN, 123.5 FEET SSW OF A POWER POLE, 1 FOOT WEST OF A
 BV1271'METAL WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 BV1271'IT IS A TRIANGULATION DISK STAMPED BLACK 1956, PROJECTING 1
 BV1271'INCH.
 BV1271'
 BV1271'REFERENCE MARK NO. 1 IS 117.93 FEET NORTHEAST OF THE STATION. IT
 BV1271'IS 32 FEET WEST OF THE CENTER OF THE BLACK TOP ROAD, 55 FEET
 BV1271'NORTHEAST OF THE NORTHEAST CORNER OF THE SMALL ABANDONED STORE, 103
 BV1271'FEET WEST OF THE NORTHWEST CORNER OF THE PORCH OF THE FRAME HOUSE,
 BV1271'97.5 FEET EAST OF A 2-FOOT PINE TREE, 5.5 FEET SOUTH OF A POWER
 BV1271'POLE. IT IS ABOUT LEVEL WITH THE ROAD, AND PROJECTS 1 FOOT. IT
 BV1271'IS A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST IT IS
 BV1271'STAMPED BLACK NO 1 1956.
 BV1271'
 BV1271'REFERENCE MARK NO. 2 IS 79.13 FEET SOUTHEAST OF THE STATION. IT IS
 BV1271'39 FEET EAST OF THE CENTER OF THE BLACK TOP ROAD, 115.5 FEET
 BV1271'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL ABANDONDED STORE, 72
 BV1271'FEET WEST OF THE NORTHWEST CORNER OF A RED BARN, 61 FEET WEST OF A
 BV1271'20-INCH PINE TREE, 32 FEET NORTH OF A 16-INCH OAK TREE, 4 FEET
 BV1271'WEST OF A 5-INCH PECAN TREE, 11.5 FEET EAST-NORTHEAST OF A FENCE
 BV1271'CORNER, 2 FEET NORTH OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
 BV1271'IT IS A REFERENCE MARK DISK, STAMPED BLACK NO 2 1956.
 BV1271'
 BV1271'THE AZIMUTH MARK IS 0.75 MILE SOUTH OF THE STATION. IT IS 20
 BV1271'FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 88.5 FEET
 BV1271'NORTHEAST OF A POWER POLE, 106 FEET NORTHWEST OF THE WEST ONE OF
 BV1271'A ROW OF PECANS TREES, 5.5 FEET SOUTH OF A FENCE AND 1 FOOT NORTH
 BV1271'OF A WITNESS POST. IT IS AN AZIMUTH MARK DISK STAMPED BLACK 1956,
 BV1271'PROJECTING 4 INCHES.
 BV1271'
 BV1271'REFERENCE MARK NO. 3 (AZ,MK) IS 2433.16 FEET SOUTH OF THE STATION
 BV1271'IT IS 266 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 239
 BV1271'FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 134 FEET NORTHEAST
 BV1271'OF THE NORTHEAST
 BV1271'CORNER OF A WELL, 82.5 FEET EAST OF A FENCE CORNER, 157 FEET
 BV1271'NORTH OF A LONE PECAN TREE AND 1 FOOT SOUTH OF A FENCE AND A
 BV1271'METAL WITNESS POST. IT IS A REFERENCE MARK DISK STAMPED BLACK 1956
 BV1271'NO 3 1974.
 BV1271'
 BV1271'TO REACH THE STATION FROM THE INTERSTATE 59 BRIDGE OVER U.S.
 BV1271'HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84
 BV1271'FOR 9.7 MILES TO A CROSSROADS, TURN RIGHT AND GO SOUTH ON A BLACK
 BV1271'TOP ROAD FOR 0.75 MILE TO A FORK, TAKE RIGHT FORK AND GO SOUTH
 BV1271'ON A BLACK TOP ROAD FOR ABOUT 100 YARDS TO THE STATION ON THE
 BV1271'RIGHT.  CONTINUE SOUTH FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT
 BV1271'AND GO EAST ON BLACK TOP ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 BV1271'ON THE LEFT, CONTINUE EAST FOR 0.1 MILE TO REFERENCE MARK NO. 3 ON
 BV1271'THE LEFT.
 BV1271
 BV1271                          STATION RECOVERY (1974)
 BV1271
 BV1271'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1271'10 MI E FROM LAUREL.
 BV1271'THE MARK IS LOCATED 10 MILES EAST OF LAUREL ON THE WEST SIDE OF A
 BV1271'BLACK TOP ROAD ABOUT 100 YARDS SOUTH OF A FORK, 2 MILES NE OF MYRICK,
 BV1271'0.7 MILE WEST OF THE JONES-WAYNE COUNTY LINE, IN THE NE QUARTER OF
 BV1271'SECTION 2, T 8 N, R 10 W. IT IS 40 FEET WEST OF THE CENTER OF A BLACK
 BV1271'TOP ROAD, 53.5 FEET SSE OF THE SE CORNER OF A SMALL ABANDONED STORE,
 BV1271'128 FEET NE OF THE NE CORNER OF A BRICK HOUSE, 158.5 FEET WEST AND
 BV1271'ACROSS THE ROAD FROM THE SW CORNER OF THE PORCH OF A FRAME HOUSE, 11
 BV1271'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE FRAME
 BV1271'HOUSE, 68.5 FEET SE OF THE SE CORNER OF A BARN, 60.5 FEET EAST OF A
 BV1271'12 INCH OAK, 94.5 FEET SE OF A 24 INCH PINE, 123.5 FEET SSW OF A
 BV1271'POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF AN
 BV1271'11 INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 BV1271'AND PROJECTS 1 INCH. EAST ON U.S. HIGHWAY 84 FOR 9.7 MILES TO A
 BV1271'CROSSROAD. TURN RIGHT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.75 MILE
 BV1271'TO A FORK. TAKE THE RIGHT FORK AND GO SOUTH ON A BLACK TOP
 BV1271'TOP ROAD FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0801 ***********************************************************************
 CP0801  DESIGNATION -  BLACK
 CP0801  PID         -  CP0801
 CP0801  STATE/COUNTY-  MS/CLAIBORNE
 CP0801  USGS QUAD   -  WILLOWS (1973)
 CP0801
 CP0801                         *CURRENT SURVEY CONTROL
 CP0801  ___________________________________________________________________
 CP0801* NAD 83(1993)-  32 03 24.83333(N)    090 55 34.51279(W)     ADJUSTED  
 CP0801* NAVD 88     -        74.17   (+/-2cm)     243.3    (feet)  VERTCON   
 CP0801  ___________________________________________________________________
 CP0801  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CP0801  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP0801  HORZ ORDER  -  THIRD
 CP0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0801
 CP0801.The horizontal coordinates were established by classical geodetic methods
 CP0801.and adjusted by the National Geodetic Survey in May 1994.
 CP0801
 CP0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0801.The vertical order pertains to the NGVD 29 superseded value.
 CP0801
 CP0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0801
 CP0801.The geoid height was determined by GEOID03.
 CP0801
 CP0801;                    North         East     Units Scale Factor Converg.
 CP0801;SPC MS W     -   283,612.033   644,010.092   MT  0.99998865   -0 18 52.9
 CP0801;SPC MS W     -   930,483.81  2,112,889.78   sFT  0.99998865   -0 18 52.9
 CP0801;UTM  15      - 3,548,623.389   695,774.182   MT  1.00007269   +1 06 03.7
 CP0801
 CP0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0801!SPC MS W     -   0.99999248  x   0.99998865  =   0.99998113
 CP0801!UTM  15      -   0.99999248  x   1.00007269  =   1.00006517
 CP0801
 CP0801|---------------------------------------------------------------------|
 CP0801| PID    Reference Object                     Distance      Geod. Az  |
 CP0801|                                                           dddmmss.s |
 CP0801| CP0802 BLACK RM 1                           25.070 METERS 09437     |
 CP0801| CP0795 WILLOWS                             APPROX. 2.0 KM 1812629.3 |
 CP0801| CP0800 BLACK RM 2                           24.836 METERS 20607     |
 CP0801| AI4238 BLACK AZ MK                                        2065339.3 |
 CP0801|---------------------------------------------------------------------|
 CP0801
 CP0801                          SUPERSEDED SURVEY CONTROL
 CP0801
 CP0801  NAD 83(1986)-  32 03 24.84637(N)    090 55 34.50897(W) AD(       ) 3
 CP0801  NAD 27      -  32 03 24.28620(N)    090 55 34.12783(W) AD(       ) 3
 CP0801  NGVD 29 (??/??/92)   74.186  (m)          243.39   (f) ADJ UNCH    2 0
 CP0801
 CP0801.Superseded values are not recommended for survey control.
 CP0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0801.See file dsdata.txt to determine how the superseded data were derived.
 CP0801
 CP0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9577448623(NAD 83)
 CP0801_MARKER: DS = TRIANGULATION STATION DISK
 CP0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0801_SP_SET: CONCRETE POST
 CP0801_STAMPING: BLACK 1948
 CP0801_MARK LOGO: CGS   
 CP0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0801+STABILITY: SURFACE MOTION
 CP0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0801+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1992
 CP0801
 CP0801  HISTORY     - Date     Condition        Report By
 CP0801  HISTORY     - 1948     MONUMENTED       CGS
 CP0801  HISTORY     - 1956     GOOD             CGS
 CP0801  HISTORY     - 1970     GOOD             MSHD
 CP0801  HISTORY     - 19921013 GOOD             MSHD
 CP0801
 CP0801                          STATION DESCRIPTION
 CP0801
 CP0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP0801'THE STATION IS LOCATED 8 MILES NORTH-NORTHEAST OF PORT GIBSON,
 CP0801'2-1/2 MILES NORTHWEST OF THE SMALL SETTLEMENT OF WILLOWS,
 CP0801'1.8 MILES SOUTH OF THE BIG BLACK RIVER, AND ON LAND OWNED BY
 CP0801'THE ALLEN COOPERAGE LUMBER COMPANY.  THE MARK IS 128 FEET
 CP0801'EAST OF THE CENTERLINE OF U.S. HIGHWAY 61, AND 43.6 FEET
 CP0801'SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 CP0801'AND THE DISK IS STAMPED BLACK 1948.
 CP0801'
 CP0801'REFERENCE MARK NO. 1 IS 82.25 FEET EAST OF THE STATION.  THE
 CP0801'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLACK NO
 CP0801'1 1948.
 CP0801'
 CP0801'REFERENCE MARK NO. 2 IS 81.45 FEET SOUTH-SOUTHWEST OF THE
 CP0801'STATION.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 CP0801'BLACK NO 2 1948.
 CP0801'
 CP0801'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHWEST OF THE STATION
 CP0801'VIA U.S. HIGHWAY 61, 30 FEET WEST OF THE CENTERLINE OF THE
 CP0801'HIGHWAY, AND 2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 CP0801'6 INCHES, AND THE DISK IS STAMPED BLACK 1948.
 CP0801'
 CP0801'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON, GO
 CP0801'NORTH ON U.S. HIGHWAY 61 FOR 8.4 MILES TO THE AZIMUTH MARK
 CP0801'ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO A GATE
 CP0801'ON THE RIGHT.  TURN RIGHT, EAST, THROUGH THE GATE AND ABOUT
 CP0801'100 FEET TO THE TOP OF A SMALL HILL, AND THEN LEFT FOR ABOUT
 CP0801'25 YARDS TO THE TOP OF THE ROAD BANK AND THE STATION AS
 CP0801'DESCRIBED.  THIS IS 18.85 MILES SOUTH OF THE JUNCTION OF U.S.
 CP0801'HIGHWAY 80 AND 61 ON THE SOUTH SIDE OF VICKSBURG.
 CP0801'
 CP0801'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP0801
 CP0801                          STATION RECOVERY (1956)
 CP0801
 CP0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP0801'THE STATION WAS VISITED 5-20-56 AND THE STATION AND REFERENCE
 CP0801'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP0801'AZIMUTH MARK WAS NOT FOUND AT THIS DATE AND IS BELIEVED TO
 CP0801'HAVE BEEN DESTROYED WHEN THE TOP OF THE BANK ON WHICH IT WAS
 CP0801'SET WAS LEVELED OFF WITH A BULL DOZER.  THE 1948 DESCRIPTION
 CP0801'IS ADEQUATE WITH A CORRECTED TO REACH WHICH FOLLOWS.
 CP0801'
 CP0801'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON GO
 CP0801'EAST FOR 2 BLOCKS TO U.S. HIGHWAY 61, TURN LEFT AND GO NORTH
 CP0801'ON U.S. HIGHWAY 61 FOR 3.9 MILES TO A CROSSROAD AND THE
 CP0801'CROSSROADS STORE IN THE SOUTHWEST ANGLE, CONTINUE NORTH ON
 CP0801'U.S. HIGHWAY 61 FOR 3.5 MILES TO A DIM ROAD RIGHT AT THE
 CP0801'SOUTH END OF A DEEP CUT, TURN RIGHT AND PASS THROUGH BOARD
 CP0801'GATE AND FOLLOW DIM ROAD FOR ABOUT 75 YARDS TO THE TOP OF THE
 CP0801'HILL AND THE STATION ON THE HIGHEST POINT.  THIS IS 0.5 MILE
 CP0801'SOUTH OF THE WILLIE HARMON STORE.
 CP0801
 CP0801                          STATION RECOVERY (1970)
 CP0801
 CP0801'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0801'7.7 MI NE FROM PORT GIBSON.
 CP0801'THE MARK IS LOCATED 7.7 MILES NORTHEAST OF PORT GIBSON, 2.3 MILES
 CP0801'NORTHWEST OF WILLOWS, 1.8 MILES SOUTH OF THE BIG BLACK RIVER, 0.1 MILE
 CP0801'NORTHEAST OF A ROADSIDE PARK, AND ON LAND OWNED BY THE ALLEN COOPERAGE
 CP0801'LUMBER COMPANY.  IT IS 109 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61,
 CP0801'90 FEET EAST OF THE EDGE OF A 20-FOOT BANK, 39 FEET WEST-NORTHWEST OF
 CP0801'THE CENTER OF A PRIVATE ROAD, 79 FEET EAST-SOUTHEAST OF A TELEPHONE
 CP0801'LINE POLE, 90.5 FEET SOUTHWEST OF THE EDGE OF AN ABANDONED CISTERN, 71
 CP0801'FEET NORTHWEST OF A 12-INCH CEDAR, 50 FEET NORTH-NORTHEAST OF THE
 CP0801'NORTH ONE OF TWO 12-INCH CEDARS, 1 FOOT EAST OF A METAL WITNESS POST,
 CP0801'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST, ABOUT 25 FEET ABOVE
 CP0801'THE LEVEL OF THE HIGHWAY, AND PROJECTS 8 INCHES. NOTE-- TO REACH THE
 CP0801'MARK FROM THE U.S. POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE
 CP0801'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT
 CP0801'AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 3.9 MILES TO THE JUNCTION OF
 CP0801'MISS. HIGHWAY 462. CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 2 MILES
 CP0801'TO A SIDE ROAD RIGHT. CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 1.5
 CP0801'MILES TO THE MARK ON THE RIGHT JUST BEYOND A PRIVATE ROAD ON THE
 CP0801'RIGHT.
 CP0801
 CP0801                          STATION RECOVERY (1992)
 CP0801
 CP0801'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CP0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0108 ***********************************************************************
 DK0108  DESIGNATION -  BLACK
 DK0108  PID         -  DK0108
 DK0108  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0108  USGS QUAD   -  GLENDORA (1983)
 DK0108
 DK0108                         *CURRENT SURVEY CONTROL
 DK0108  ___________________________________________________________________
 DK0108* NAD 83(1993)-  33 50 37.83135(N)    090 18 30.28279(W)     ADJUSTED  
 DK0108* NAVD 88     -        43.068  (meters)     141.30   (feet)  ADJUSTED  
 DK0108  ___________________________________________________________________
 DK0108  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DK0108  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0108  DYNAMIC HT  -          43.026 (meters)     141.16  (feet)  COMP
 DK0108  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 DK0108
 DK0108  HORZ ORDER  -  THIRD
 DK0108  VERT ORDER  -  SECOND    CLASS 0
 DK0108
 DK0108.The horizontal coordinates were established by classical geodetic methods
 DK0108.and adjusted by the National Geodetic Survey in May 1994.
 DK0108
 DK0108.The orthometric height was determined by differential leveling
 DK0108.and adjusted in June 1991.
 DK0108
 DK0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0108
 DK0108.The geoid height was determined by GEOID03.
 DK0108
 DK0108.The dynamic height is computed by dividing the NAVD 88
 DK0108.geopotential number by the normal gravity value computed on the
 DK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0108.degrees latitude (g = 980.6199 gals.).
 DK0108
 DK0108.The modeled gravity was interpolated from observed gravity values.
 DK0108
 DK0108;                    North         East     Units Scale Factor Converg.
 DK0108;SPC MS W     -   481,627.170   702,306.452   MT  0.99995007   +0 00 50.0
 DK0108;SPC MS W     - 1,580,138.47  2,304,150.42   sFT  0.99995007   +0 00 50.0
 DK0108;UTM  15      - 3,748,101.118   749,051.293   MT  1.00036471   +1 29 59.3
 DK0108
 DK0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0108!SPC MS W     -   0.99999734  x   0.99995007  =   0.99994741
 DK0108!UTM  15      -   0.99999734  x   1.00036471  =   1.00036205
 DK0108
 DK0108|---------------------------------------------------------------------|
 DK0108| PID    Reference Object                     Distance      Geod. Az  |
 DK0108|                                                           dddmmss.s |
 DK0108| DK0109 BLACK RM 1                           23.426 METERS 10332     |
 DK0108| DK2118 BLACK 2                             254.725 METERS 15958     |
 DK0108| DK0107 BLACK AZ MK                         APPROX. 1.5 KM 1595806.4 |
 DK0108| DK0110 BLACK RM 2                           25.551 METERS 30617     |
 DK0108|---------------------------------------------------------------------|
 DK0108
 DK0108                          SUPERSEDED SURVEY CONTROL
 DK0108
 DK0108  NAD 83(1986)-  33 50 37.84269(N)    090 18 30.27972(W) AD(       ) 3
 DK0108  NAD 27      -  33 50 37.42690(N)    090 18 29.96270(W) AD(       ) 3
 DK0108  NGVD 29 (??/??/??)   43.086  (m)          141.36   (f) ADJUSTED    2 0
 DK0108
 DK0108.Superseded values are not recommended for survey control.
 DK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0108.See file dsdata.txt to determine how the superseded data were derived.
 DK0108
 DK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4905148101(NAD 83)
 DK0108_MARKER: DS = TRIANGULATION STATION DISK
 DK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0108_STAMPING: BLACK 1957
 DK0108_MARK LOGO: CGS   
 DK0108_PROJECTION: FLUSH
 DK0108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0108+STABILITY: SURFACE MOTION
 DK0108
 DK0108  HISTORY     - Date     Condition        Report By
 DK0108  HISTORY     - 1957     MONUMENTED       CGS
 DK0108  HISTORY     - 1960     GOOD             MSHD
 DK0108  HISTORY     - 1968     GOOD             MSHD
 DK0108  HISTORY     - 1968     GOOD             MSHD
 DK0108  HISTORY     - 1983     GOOD             MSU
 DK0108  HISTORY     - 19831010 SEE DESCRIPTION  NGS
 DK0108
 DK0108                          STATION DESCRIPTION
 DK0108
 DK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK0108'THE STATION IS ABOUT 1 MILE NORTHWEST OF GLENDORA, ON THE
 DK0108'EAST SIDE OF U.S. HIGHWAY 49 E, AT THE SOUTH END OF A HIGHWAY
 DK0108'BRIDGE AND ON THE SOUTH BANK OF A SLOUGH THAT LEADS NORTHWEST
 DK0108'TO BLACK BAYOU AND IN SECTION 21, T 23 N, R 1 W.
 DK0108'
 DK0108'TO REACH THE STATION FROM THE CROSSROAD AT THE SOUTH SIDE OF
 DK0108'THE U.S. HIGHWAY 49 E BRIDGE ACROSS BLACK BAYOU, WHICH IS
 DK0108'ABOUT 0.3 MILE WEST OF GLENDORA, (THE AZIMUTH MARK IS IN THE
 DK0108'SOUTHEAST ANGLE OF THIS CROSSROAD) GO 0.9 MILE NORTH ON
 DK0108'U.S. HIGHWAY 49 E TO THE SOUTH SIDE OF A HIGHWAY BRIDGE AND THE
 DK0108'STATION ON THE RIGHT.
 DK0108'
 DK0108'THE STATION MARKS ARE STANDARD DISKS STAMPED BLACK 1957.  THE
 DK0108'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 DK0108'WITH THE SURFACE OF THE GROUND.  IT IS 76.5 FEET WEST OF A POWER
 DK0108'LINE POLE, 62 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 DK0108'49 E, 37 FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD ENTRANCE
 DK0108'AND ABOUT 7 FEET LOWER THAN U.S. HIGHWAY 49 E.  THE UNDERGROUND
 DK0108'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 DK0108'THE SURFACE OF THE GROUND.
 DK0108'
 DK0108'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLACK NO 1
 DK0108'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 DK0108'ABOVE THE SURFACE OF THE GROUND.  IT IS 8 FEET NORTHEAST
 DK0108'OF A CONCRETE CULVERT, 5 FEET WEST-SOUTHWEST OF A FENCE LINE
 DK0108'AND 1.5 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE.  A STANDARD
 DK0108'WITNESS POST WAS SET 1.5 FEET SOUTH-SOUTHEAST OF THE MARK.
 DK0108'
 DK0108'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLACK NO 2 1957,
 DK0108'IS CEMENTED IN THE SOUTHEAST ABUTMENT OF THE BRIDGE.
 DK0108'
 DK0108'AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1957, IS SET
 DK0108'IN SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 DK0108'OF THE GROUND.  IT IS 90 FEET EAST OF THE CENTER OF U.S.
 DK0108'HIGHWAY 49 E, 26 FEET SOUTH OF THE CENTER OF A HARD SURFACED
 DK0108'ROAD, AND 2 FEET WEST OF A POWER LINE POLE.  A STANDARD
 DK0108'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 DK0108'
 DK0108'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK0108
 DK0108                          STATION RECOVERY (1960)
 DK0108
 DK0108'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0108'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND
 DK0108'AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DK0108'
 DK0108'THIS STATION WAS NOT OCCUPIED.
 DK0108
 DK0108                          STATION RECOVERY (1968)
 DK0108
 DK0108'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK0108'THE STATION WAS VISITED 2-15-68 AND THE STATION MARK, REFERENCE
 DK0108'MARK, NO. 1 NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0108'CONDITION.
 DK0108'
 DK0108'THE STATION IS LOCATED 1 MILE NORTHWEST OF THE APPROXIMATE CENTER
 DK0108'OF GLENDORA ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 49E JUST EAST
 DK0108'OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER SLOUGH,
 DK0108'6.4 MILES NORTHWEST OF MINTER CITY, 9.5 MILES SOUTHEAST OF
 DK0108'WEBB AND IS IN THE SOUTHWEST 1/4 OF SECTION 21, T 23N, R 1W.
 DK0108'IT IS 61.5 FEET EAST OF THE CENTER OF HIGHWAY 49E, 31 FEET
 DK0108'NORTH NORTHEAST OF THE CENTER OF A RAMP, 37 FEET SOUTH
 DK0108'SOUTHWEST OF A FENCE, 71.5 FEET WEST OF A FENCE CORNER, 75.5
 DK0108'FEET NORTHWEST OF A POWER LINE POLE WITH A GUY WIRE AND 1 FOOT
 DK0108'WEST OF A METAL WITNESS POST.
 DK0108'
 DK0108'IT IS A STANDARD TRIANGULATION DISK, STAMPED BLACK 1957 FLUSH
 DK0108'WITH THE GROUND.
 DK0108'
 DK0108'REFERENCE MARK NO. 1 IS 77.05 FEET EAST SOUTHEAST OF THE
 DK0108'STATION.  IT IS 127.5 FEET EAST OF THE CENTER OF HIGHWAY
 DK0108'49E, 5 FEET WEST OF A FENCE, 8.5 FEET EAST NORTHEAST OF THE NORTH
 DK0108'END OF AN 18 INCH CONCRETE PIPE CULVERT, 1.5 FEET SOUTH OF
 DK0108'A POWER LINE POLE WITH A GUY WIRE AND 1.5 FEET NORTH OF A METAL
 DK0108'WITNESS POST.  IT IS A STANDARD DISK STAMPED BLACK NO 1 1957
 DK0108'PROJECTING 6 INCHES.
 DK0108'
 DK0108'REFERENCE MARK NO. 2 IS 83.83 FEET WEST NORTHWEST OF THE
 DK0108'STATION.  IT IS 14 FEET EAST OF THE CENTER OF HIGHWAY 49E
 DK0108'IN THE EAST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE.
 DK0108'IT IS A STANDARD REFERENCE MARK DISK STAMPED BLACK NO 2 1957.
 DK0108'
 DK0108'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 157.58
 DK0108'FEET.
 DK0108'
 DK0108'THE AZIMUTH MARK IS 0.8 MILE SOUTH SOUTHEAST OF THE STATION.
 DK0108'IT IS 108 FEET SOUTHEAST OF THE CENTER OF THE CROSSROADS,
 DK0108'90 FEET EAST OF THE CENTER OF U.S. HIGHWAY 49E, 24 FEET SOUTH
 DK0108'OF THE CENTER OF A BLACKTOP ROAD, 2 FEET SOUTHWEST OF A
 DK0108'POWER LINE POLE WITH A GUY WIRE AND 1 FOOT EAST OF A METAL
 DK0108'WITNESS POST.  (NOTE) THE STATION IS VISIBLE FROM THE AZIMUTH.
 DK0108'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BLACK 1957
 DK0108'PROJECTING 3 INCHES.
 DK0108'
 DK0108'TO REACH THE STATION FROM THE T.Y. FLEMING SCHOOL AT THE
 DK0108'NORTHWEST EDGE OF MINTER CITY GO NORTHEAST ON U.S. HIGHWAY
 DK0108'49E FOR 5.3 MILES TO A CROSSROADS AT THE NORTHWEST EDGE OF
 DK0108'GLENDORA AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST
 DK0108'ANGLE.  TO REACH THE STATION CONTINUE NORTHWEST ON U.S. HIGHWAY
 DK0108'49E FOR 0.9 MILE TO A CONCRETE BRIDGE AND THE STATION ON THE
 DK0108'RIGHT AS DESCRIBED.
 DK0108
 DK0108                          STATION RECOVERY (1968)
 DK0108
 DK0108'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0108'1 MI NW FROM GLENDORA.
 DK0108'THE MARK IS LOCATED 1.0 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0108'GLENDORA ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E JUST EAST OF THE
 DK0108'SOUTH END OF A CONCRETE BRIDGE OVER A SLOUGH, 6.4 MILES NORTHWEST OF
 DK0108'MINTER CITY AND IS IN THE SOUTHWEST 1/4 OF SECTION 21, T 23N, R 1W. IT
 DK0108'IS 61.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY 49E, 76.5 FEET
 DK0108'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE, 31 FEET
 DK0108'NORTH NORTHEAST OF THE CENTER OF A RAMP, 37 FEET SOUTH SOUTHWEST OF A
 DK0108'FENCE, 71.5 FEET WEST OF A FENCE CORNER, 75.5 FEET WEST NORTHWEST OF A
 DK0108'POWER LINE POLE WITH A GUY WIRE, 1 FOOT WEST OF A METAL WITNESS POST,
 DK0108'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 6 FEET BELOW THE
 DK0108'LEVEL OF U.S. HIGHWAY 49E AND IS FLUSH WITH THE GROUND. TO REACH FROM
 DK0108'THE T.Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY GO
 DK0108'NORTHEAST ON U.S. HIGHWAY 49E FOR 5.3 MILES TO A CROSSROADS JUST
 DK0108'BEFORE REACHING A CONCRETE BRIDGE CONTINUE NORTHWEST ON U.S. HIGHWAY
 DK0108'49E FOR 0.9 MILE TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS
 DK0108'DESCRIBED.
 DK0108
 DK0108                          STATION RECOVERY (1983)
 DK0108
 DK0108'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (BS)
 DK0108'ALL MARKS RECOVERED GOOD.
 DK0108
 DK0108                          STATION RECOVERY (1983)
 DK0108
 DK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DK0108'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS PREVIOUSLY DESCRIBED.
 DK0108'THE STATION MARK AND REFERENCE MARK NO 2 WERE GOING TO BE DESTROYED BY
 DK0108'BRIDGE CONSTRUCTION.  A NEW STATION BLACK 2 1987 WAS ESTABLISHED AT
 DK0108'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0512 ***********************************************************************
 BH0512  DESIGNATION -  BLACK
 BH0512  PID         -  BH0512
 BH0512  STATE/COUNTY-  MS/STONE
 BH0512  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0512
 BH0512                         *CURRENT SURVEY CONTROL
 BH0512  ___________________________________________________________________
 BH0512* NAD 83(1993)-  30 52 24.65733(N)    088 54 13.59780(W)     ADJUSTED  
 BH0512* NAVD 88     -        35.98   (+/-2cm)     118.0    (feet)  VERTCON   
 BH0512  ___________________________________________________________________
 BH0512  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH0512  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0512  HORZ ORDER  -  FIRST
 BH0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0512
 BH0512.The horizontal coordinates were established by classical geodetic methods
 BH0512.and adjusted by the National Geodetic Survey in May 1994.
 BH0512
 BH0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0512.The vertical order pertains to the NGVD 29 superseded value.
 BH0512
 BH0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0512
 BH0512.The geoid height was determined by GEOID03.
 BH0512
 BH0512;                    North         East     Units Scale Factor Converg.
 BH0512;SPC MS E     -   152,256.475   293,263.786   MT  0.99995056   -0 02 10.1
 BH0512;SPC MS E     -   499,528.12    962,149.60   sFT  0.99995056   -0 02 10.1
 BH0512;UTM  16      - 3,417,136.410   317,998.477   MT  1.00000862   -0 58 37.9
 BH0512
 BH0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0512!SPC MS E     -   0.99999882  x   0.99995056  =   0.99994938
 BH0512!UTM  16      -   0.99999882  x   1.00000862  =   1.00000744
 BH0512
 BH0512|---------------------------------------------------------------------|
 BH0512| PID    Reference Object                     Distance      Geod. Az  |
 BH0512|                                                           dddmmss.s |
 BH0512| BH0513 BLACK RM 1                           25.416 METERS 15157     |
 BH0512| BH0510 BLACK AZ MK                                        2360412.6 |
 BH0512| BH0511 BLACK RM 2                           23.800 METERS 25236     |
 BH0512|---------------------------------------------------------------------|
 BH0512
 BH0512                          SUPERSEDED SURVEY CONTROL
 BH0512
 BH0512  NAD 83(1993)-  30 52 24.67262(N)    088 54 13.60152(W) AD(       ) 1
 BH0512  NAD 83(1986)-  30 52 24.67416(N)    088 54 13.59819(W) AD(       ) 1
 BH0512  NAD 27      -  30 52 24.00600(N)    088 54 13.43000(W) AD(       ) 1
 BH0512  NGVD 29 (??/??/??)   35.981  (m)          118.05   (f) ADJUSTED    2 0
 BH0512
 BH0512.Superseded values are not recommended for survey control.
 BH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0512.See file dsdata.txt to determine how the superseded data were derived.
 BH0512
 BH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1799817136(NAD 83)
 BH0512_MARKER: DS = TRIANGULATION STATION DISK
 BH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0512_STAMPING: BLACK 1942
 BH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0512+STABILITY: SURFACE MOTION
 BH0512
 BH0512  HISTORY     - Date     Condition        Report By
 BH0512  HISTORY     - 1942     MONUMENTED       CGS
 BH0512  HISTORY     - 1972     GOOD             MSHD
 BH0512  HISTORY     - 1973     GOOD             MSHD
 BH0512
 BH0512                          STATION DESCRIPTION
 BH0512
 BH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH0512'STATION IS LOCATED ABOUT 14 MILES E AND 1 MILE N OF WIGGINS, IN THE
 BH0512'NE 1/4 SEC. 17, T. 2 S, R. 9 W, ON THE TOP OF A FLAT KNOLL.  THE
 BH0512'OWNER OF THE PROPERTY IS NOT KNOWN.  IT IS 42 FEET N OF A WOODS
 BH0512'TRAIL, 43 FEET W OF A 12-INCH TRIANGULAR BLAZED OAK TREE, AND 3
 BH0512'FEET S OF A STANDARD REFERENCE POST.  MARK IS STAMPED BLACK 1942 AND
 BH0512'PROJECTS 6 INCHES.
 BH0512'
 BH0512'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 BH0512'SET IN CONCRETE.
 BH0512'
 BH0512'REFERENCE MARK NO. 1 IS 83.39 FEET SSE OF THE STATION, AND 42 FEET S
 BH0512'OF THE CENTER LINE OF THE WOODS TRAIL.  MARK IS STAMPED BLACK NO.
 BH0512'1 1942 AND PROJECTS 6 INCHES.
 BH0512'
 BH0512'REFERENCE MARK NO. 2 IS 78.08 FEET W OF THE STATION, 65 FEET N OF THE
 BH0512'CENTER LINE OF THE WOODS TRAIL, AND 60 FEET E OF A 12-INCH PINE TREE.
 BH0512'MARK IS STAMPED BLACK NO. 2 1942 AND PROJECTS 6 INCHES.
 BH0512'
 BH0512'THE AZIMUTH MARK IS 0.25 MILE SW OF THE STATION, ABOUT 0.05 MILE SW
 BH0512'OF A FORKS IN THE MAIN ROAD, 28 FEET S OF THE CENTER LINE OF THE DIRT
 BH0512'ROAD, 13 FEET N OF THE CENTER LINE OF A CUT-OFF TO THE FORKS TO THE
 BH0512'SE, AND 3 FEET S OF A STANDARD REFERENCE POST.  MARK IS STAMPED
 BH0512'BLACK 1942 AND PROJECTS 5 INCHES.
 BH0512'
 BH0512'TO REACH FROM MCLAIN GO SE FOR 0.5 MILE TO A FORKS, TAKE THE RIGHT
 BH0512'FORK (GRAVEL ROAD) AND GO 6 MILES TO A T-ROAD RIGHT AND THE LEAF
 BH0512'POST OFFICE, TURN RIGHT AND GO 8.6 MILES TO A T-ROAD.  TURN LEFT AND
 BH0512'FOLLOW MAIN ROAD FOR 4.2 MILES TO THE DEEP CREEK SCHOOL AND CROSS
 BH0512'ROAD.  CONTINUE STRAIGHT AHEAD FOR 3.5 MILES TO A TRAIL TO THE LEFT.
 BH0512'TURN LEFT AND FOLLOW WOODS TRAIL FOR 0.25 MILE TO THE TRIANGULAR
 BH0512'BLAZED TREE AND THE STATION ON THE LEFT.
 BH0512'
 BH0512'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH0512
 BH0512                          STATION RECOVERY (1972)
 BH0512
 BH0512'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH0512'THE STATION WAS VISITED 1-25-72 AND ALL MARKS WERE FOUND IN GOOD
 BH0512'CONDITION.
 BH0512'
 BH0512'THE STATION IS LOCATED 14 MILES EAST OF WIGGINS ON A RIDGE COVERED
 BH0512'WITH YOUNG PINES ABOUT 200 YARDS NORTHEAST OF A HOUSE OWNED BY MR.
 BH0512'JOHNNY C. HALL NEAR THE CENTER OF EAST SIDE OF SECTION 17 T 2S, R 9W.
 BH0512'IT IS 50 FEET NORTHWEST OF THE CENTER OF A DIM TRACK ROAD, 8
 BH0512'FEET EAST OF A 7 INCH BLAZED PINE 16 FEET NORTH OF AN 8 INCH BLAZED
 BH0512'PINE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 BH0512'IT IS A TRIANGULATION DISK, STAMPED BLACK 1942 PROJECTING 6
 BH0512'INCHES.
 BH0512'
 BH0512'REFERENCE MARK NO 1 IS 89.39 FEET SOUTH-SOUTHEAST OF THE STATION.  IT
 BH0512'IS 19 FEET SOUTH OF A 10 INCH BLAZED PINE, 10 FEET SOUTHWEST OF A 7
 BH0512'INCH PINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BH0512'REFERENCE MARK DISK, STAMPED BLACK NO 1 1942 PROJECTING 3 INCHES.
 BH0512'
 BH0512'REFERENCE MARK NO 2 IS 78.08 FEET WEST OF THE STATION.  IT IS 64 FEET
 BH0512'NORTHWEST OF A DIM TRACK ROAD, 20.5 FEET WEST OF AN 8 INCH BLAZED
 BH0512'PINE, 17 FEET SOUTHWEST OF ANOTHER 8 INCH BLAZED PINE, 32.5 FEET
 BH0512'WEST-NORTHWEST OF A 7 INCH TWIN PINE AND 1 FOOT NORTHEAST OF A
 BH0512'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED BLACK NO 2
 BH0512'1942 PROJECTING 5 INCHES.
 BH0512'
 BH0512'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 124.40 FEET.
 BH0512'
 BH0512'THE AZIMUTH MARK IS 0.25 MILES SOUTHWEST OF THE STATION.  IT IS 26
 BH0512'FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 147 FEET SOUTHWEST
 BH0512'OF A POWER POLE, 58 FEET SOUTHWEST OF A FENCE CORNER, 51 FEET
 BH0512'SOUTHEAST AND ACROSS THE ROAD FROM ANOTHER FENCE CORNER, 9.5 FEET
 BH0512'SOUTHEAST OF A FENCE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BH0512'IT IS AN AZIMUTH MARK DISK, STAMPED BLACK 1942 PROJECTING 2 INCHES.
 BH0512'(THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BH0512'STATION.)
 BH0512'
 BH0512'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WIGGINS GO SOUTH ON
 BH0512'VARDAMAN STREET FOR 0.25 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0512'26 ABOUT 100 YARDS WEST OF AN OVERPASS.  TURN LEFT AND GO WEST ON
 BH0512'STATE HIGHWAY 26 FOR 8.8 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0512'15.  CONTINUE EAST ON STATE HIGHWAY 26 FOR 5.8 MILES TO A SIDE ROAD
 BH0512'LEFT, (0.9 MILES EAST OF THE BRIDGE OVER BLACK CREEK).  TURN LEFT
 BH0512'AND GO NORTH ON A BLACK TOP ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT.
 BH0512'CONTINUE NORTH ON A BLACK TOP ROAD FOR 0.1 MILES TO A SIDE
 BH0512'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.2
 BH0512'MILES TO A DRIVEWAY LEADING TO A FRAME HOUSE ON THE RIGHT AND THE
 BH0512'ROAD CURVES LEFT.  CONTINUE STRAIGHT AHEAD ON A DIM TRACK ROAD FOR
 BH0512'0.1 MILES TO THE STATION.
 BH0512'TO REACH THE AZIMUTH TURN LEFT AND GO
 BH0512'SOUTHWEST ON A GRAVELED ROAD FOR 0.1 MILES TO THE MARK ON THE LEFT.
 BH0512'
 BH0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 14 MILES EAST OF
 BH0512'WIGGINS
 BH0512
 BH0512                          STATION RECOVERY (1973)
 BH0512
 BH0512'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0512'14 MI E FROM WIGGINS.
 BH0512'THE MARK IS LOCATED 14 MILES EAST OF WIGGINS ON A RIDGE COVERED WITH
 BH0512'YOUNG PINES ABOUT 200 YARDS NE OF A HOUSE OWNED BY MR. JOHNNY C. HALL
 BH0512'NEAR THE CENTER OF THE EAST SIDE OF SECTION 17, T 2S, R 9W.  IT IS 50
 BH0512'FEET NW OF THE CENTER OF A DIM TRACK ROAD, 8 FEET EAST OF A 7 INCH
 BH0512'BLAZED PINE, 16 FEET NORTH OF AN 8 INCH BLAZED PINE, 1 FOOT NW OF A
 BH0512'METAL WITNESS POST SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 BH0512'PROJECTING 6 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN WIGGINS GO
 BH0512'SOUTH ON VARDAMAN STREET FOR 0.25 MILE TO THE INTERSECTION OF STATE
 BH0512'HIGHWAY 26 ABOUT 100 YARDS WEST OF AN OVERPASS.  TURN LEFT AND GO EAST
 BH0512'ON STATE HIGHWAY 26 FOR 8.8 MILES TO THE INTERSECTION OF STATE HIGHWAY
 BH0512'15.  CONTINUE EAST ON HIGHWAY 26 FOR 5.8 MILES TO A SIDE ROAD LEFT
 BH0512'(0.9 MILES EAST OF THE BRIDGE OVER BLACK CREEK).  TURN LEFT AND GO
 BH0512'NORTH ON A BLACK TOP ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT (0.1 MILE
 BH0512'BEYOND A SIDE ROAD LEFT).  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 BH0512'FOR 0.2 MILE TO THE TOP OF A HILL AND A DRIVEWAY LEADING TO A FRAME
 BH0512'HOUSE WHERE THE ROAD CURVES LEFT.  CONTINUE STRAIGHT AHEAD ON A DIM
 BH0512'TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2548 ***********************************************************************
 CP2548  DESIGNATION -  BLACK
 CP2548  PID         -  CP2548
 CP2548  STATE/COUNTY-  MS/MADISON
 CP2548  USGS QUAD   -  FLORA (1988)
 CP2548
 CP2548                         *CURRENT SURVEY CONTROL
 CP2548  ___________________________________________________________________
 CP2548* NAD 83(1993)-  32 36 49.81125(N)    090 17 02.18975(W)     ADJUSTED  
 CP2548* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 CP2548  ___________________________________________________________________
 CP2548  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CP2548  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CP2548  HORZ ORDER  -  FIRST
 CP2548
 CP2548.The horizontal coordinates were established by classical geodetic methods
 CP2548.and adjusted by the National Geodetic Survey in May 1994.
 CP2548
 CP2548.The orthometric height was scaled from a topographic map.
 CP2548
 CP2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2548
 CP2548.The geoid height was determined by GEOID03.
 CP2548
 CP2548;                    North         East     Units Scale Factor Converg.
 CP2548;SPC MS W     -   345,216.648   704,635.587   MT  0.99995026   +0 01 35.8
 CP2548;SPC MS W     - 1,132,598.29  2,311,791.92   sFT  0.99995026   +0 01 35.8
 CP2548;UTM  15      - 3,611,735.453   754,862.661   MT  1.00040103   +1 27 52.8
 CP2548
 CP2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2548!SPC MS W     -   0.99999559  x   0.99995026  =   0.99994585
 CP2548!UTM  15      -   0.99999559  x   1.00040103  =   1.00039661
 CP2548
 CP2548|---------------------------------------------------------------------|
 CP2548| PID    Reference Object                     Distance      Geod. Az  |
 CP2548|                                                           dddmmss.s |
 CP2548| CY3453 BLACK RM 1                           37.673 METERS 09200     |
 CP2548| CY3452 BLACK AZ MK                                        2701731.3 |
 CP2548| CY3454 BLACK RM 2                           22.878 METERS 27650     |
 CP2548|---------------------------------------------------------------------|
 CP2548
 CP2548                          SUPERSEDED SURVEY CONTROL
 CP2548
 CP2548  NAD 83(1986)-  32 36 49.82548(N)    090 17 02.18577(W) AD(       ) 1
 CP2548  NAD 27      -  32 36 49.32710(N)    090 17 01.86250(W) AD(       ) 1
 CP2548
 CP2548.Superseded values are not recommended for survey control.
 CP2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2548.See file dsdata.txt to determine how the superseded data were derived.
 CP2548
 CP2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5486311735(NAD 83)
 CP2548_MARKER: DB = BENCH MARK DISK
 CP2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2548_SP_SET: SQUARE CONCRETE MONUMENT
 CP2548_STAMPING: BLACK 1959
 CP2548_MARK LOGO: CGS   
 CP2548_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2548+STABILITY: SURFACE MOTION
 CP2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2548+SATELLITE: SATELLITE OBSERVATIONS - December 23, 1999
 CP2548
 CP2548  HISTORY     - Date     Condition        Report By
 CP2548  HISTORY     - 1959     MONUMENTED       CGS
 CP2548  HISTORY     - 1959     GOOD             CGS
 CP2548  HISTORY     - 1964     GOOD             CGS
 CP2548  HISTORY     - 1970     GOOD             MSHD
 CP2548  HISTORY     - 1982     GOOD             NGS
 CP2548  HISTORY     - 19881027 GOOD             MSHD
 CP2548  HISTORY     - 19991221 GOOD             NGS
 CP2548  HISTORY     - 19991223 GOOD             NGS
 CP2548
 CP2548                          STATION DESCRIPTION
 CP2548
 CP2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2548'STATION IS ABOUT 5 MILES EAST AND 2 MILES SOUTH OF BENTONIA,
 CP2548'5 MILES NORTH AND 1-1/2 MILES EAST OF FLORA, IN THE NORTH
 CP2548'EDGE OF THE OLD MISSISSIPPI ORDNANCE PLANT, IN THE NORTHEAST
 CP2548'1/4 OF SECTION 22, T 9 N, R 1 W, ON LAND OWNED BY MR. E.K.
 CP2548'BORDIN WHO LIVES IN FLORA.
 CP2548'
 CP2548'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 CP2548'HIGHWAY 22 IN FLORA, GO NORTH ON U.S. HIGHWAY 49 FOR 2.3
 CP2548'MILES TO A PAVED SIDE ROAD RIGHT AT SIGN M.R.S. MANUFACTURING
 CP2548'CO., TURN RIGHT, EASTERLY, ON PAVED ROAD FOR 0.9 MILE TO
 CP2548'A REVERSE Y FORK, KEEP LEFT, NORTH ON PAVED ROAD FOR 0.9
 CP2548'MILE TO A CROSSROADS, TURN RIGHT, EAST, ON PAVED ROAD FOR
 CP2548'0.8 MILE TO A CROSSROADS, TURN LEFT, NORTH, ON PAVED ROAD
 CP2548'FOR 1.85 MILES TO THE END OF THE PAVED ROAD AND CROSSROADS,
 CP2548'TURN RIGHT, PASS THROUGH A GATE AND GO EAST ON A PAVED ROAD
 CP2548'FOR 0.2 MILE TO A SIDE ROAD RIGHT AND AZIMUTH MARK ON THE
 CP2548'LEFT, CONTINUE EAST, ON PAVED ROAD FOR 0.3 MILE TO A SIDE
 CP2548'ROAD RIGHT AND STATION ON THE LEFT.
 CP2548'
 CP2548'STATION MARKS ARE STANDARD DISKS, STAMPED BLACK 1959.  THE
 CP2548'SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 CP2548'POST FLUSH WITH THE GROUND SURFACE.  IT IS 360 FEET WEST-NORTHWEST
 CP2548'OF THE CENTER OF A LARGE WOOD GATE ACROSS THE EAST-WEST
 CP2548'PAVED ROAD, 52 FEET NORTH-NORTHWEST OF THE CENTER OF INTERSECTION
 CP2548'OF A SIDE ROAD LEADING SOUTH AND THE PAVED ROAD AND 9 FEET
 CP2548'SOUTH OF A EAST-WEST FENCE LINE.  A METAL, WITNESS SIGNPOST
 CP2548'WAS SET 9 FEET NORTH OF THE MARK.  THE UNDERGROUND MARK
 CP2548'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 CP2548'THE GROUND SURFACE.
 CP2548'
 CP2548'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK NO 1
 CP2548'1959, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP2548'PROJECTING 1 INCH.  IT IS 106 FEET SOUTH OF THE EAST-WEST
 CP2548'FENCE, 62 FEET EAST OF THE CENTER OF THE SIDE ROAD SOUTH
 CP2548'AND 48 FEET SOUTH OF THE CENTER OF THE PAVED ROAD.
 CP2548'
 CP2548'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK NO 2 1959,
 CP2548'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 CP2548'4 INCHES.  IT IS 107 FEET NORTHWEST OF THE INTERSECTION
 CP2548'CENTER, 75 FEET WEST OF THE METAL, WITNESS SIGNPOST AND 59
 CP2548'FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 2 FEET SOUTH
 CP2548'OF THE EAST-WEST FENCE.
 CP2548'
 CP2548'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK 1959, SET
 CP2548'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 CP2548'6 INCHES.  IT IS 150 FEET NORTHEAST OF THE CENTER OF A SIDE
 CP2548'ROAD SOUTH AND THE PAVED ROAD INTERSECTION, 57 FEET NORTH
 CP2548'OF THE CENTER OF THE PAVED ROAD AND IT IS SET IN A EAST-WEST
 CP2548'FENCE LINE.  A METAL, WITNESS SIGNPOST WAS SET 1 FOOT WEST
 CP2548'OF THE MARK.
 CP2548'
 CP2548'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 184.40 FEET OR (56.205
 CP2548'METERS).
 CP2548'
 CP2548'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CP2548
 CP2548                          STATION RECOVERY (1959)
 CP2548
 CP2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2548'RECOVERED IN GOOD CONDITION.
 CP2548
 CP2548                          STATION RECOVERY (1964)
 CP2548
 CP2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2548'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2548'CONDITION.
 CP2548'
 CP2548'THE DESCRIPTION IS ADEQUATE.
 CP2548
 CP2548                          STATION RECOVERY (1970)
 CP2548
 CP2548'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2548'THE STATION WAS VISITED 1-28-70 AND THE STATION MARK, REFERENCE
 CP2548'MARK NO. 1, NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2548'
 CP2548'THE STATION IS LOCATED 7.7 MILES NORTHEAST OF PORT GIBSON,
 CP2548'2.3 MILES NORTHWEST OF WILLOWS, 1.8 MILES SOUTH OF THE BIG
 CP2548'BLACK RIVER, 0.1 MILE NORTHEAST OF A ROAD SIDE PARK AND
 CP2548'ON LAND OWNED BY THE ALLEN COOPERAGE LUMBER COMPANY.  IT
 CP2548'IS 109 FEET EAST OF THE CENTER OF HIGHWAY 61, 90 FEET EAST
 CP2548'OF THE EDGE OF A 20 FOOT BANK, 39 FEET WEST-NORTHWEST OF
 CP2548'THE CENTER OF A PRIVATE ROAD, 79 FEET EAST SOUTHEAST OF
 CP2548'A TELEPHONE LINE POLE, 90.5 FEET SOUTHWEST OF THE EDGE OF
 CP2548'AN ABANDONED CISTERN, 71 FEET NORTHWEST OF A 12 INCH CEDAR,
 CP2548'50 FEET NORTH NORTHEAST OF THE NORTH ONE OF TWO 12 INCH
 CP2548'CEDARS AND 1 FOOT EAST OF A METAL WITNESS POST.
 CP2548'
 CP2548'IT IS A C AND GS TRIANGULATION DISK, STAMPED BLACK 1948 PROJECTING
 CP2548'8 INCHES.
 CP2548'
 CP2548'REFERENCE MARK NO. 1 IS 82.25 FEET EAST OF THE STATION.
 CP2548'IT IS 30 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 83 FEET
 CP2548'SOUTH SOUTHEAST OF THE EDGE OF AN ABANDONED CISTERN, 62 FEET
 CP2548'NORTHEAST OF A 12 INCH CEDAR AND 1 FOOT NORTHWEST OF A METAL
 CP2548'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 CP2548'BLACK NO 1 1948 PROJECTING 6 INCHES.
 CP2548'
 CP2548'REFERENCE MARK NO. 2 IS 81.45 FEET SOUTH SOUTHWEST OF THE
 CP2548'STATION.  IT IS 60 FEET WEST OF THE CENTER OF A PRIVATE
 CP2548'ROAD, 100 FEET NORTH OF THE CENTER OF A PRIVATE ROAD, 32
 CP2548'FEET SOUTHWEST OF THE SOUTH ONE OF TWO 12 INCH CEDARS AND
 CP2548'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 CP2548'MARK DISK, STAMPED BLACK NO 2 1948 PROJECTING 7 INCHES.
 CP2548'
 CP2548'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 135.05
 CP2548'FEET.
 CP2548'
 CP2548'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON,
 CP2548'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION
 CP2548'OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 CP2548'HIGHWAY 61 FOR 3.9 MILES TO A CROSSROADS.  CONTINUE NORTHEAST ON
 CP2548'U.S. HIGHWAY 61 FOR 2 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 CP2548'NORTHEAST ON U.S. HIGHWAY 61 FOR 1.5 MILES TO THE STATION
 CP2548'ON THE RIGHT JUST BEYOND A PRIVATE ROAD ON THE RIGHT.
 CP2548'
 CP2548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.7 MILES
 CP2548'NORTHEAST OF PORT GIBSON
 CP2548
 CP2548                          STATION RECOVERY (1982)
 CP2548
 CP2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP2548'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS
 CP2548'ADEQUATE WITH THE FOLLOWING EXCEPTIONS.  STATION IS LOCATED IN STATE
 CP2548'PROPERTY, AT NORTH EDGE OF THE VITAL RECORDS SERVICE COMPLEX.  A
 CP2548'METAL WITNESS POST AND SIGN WAS SET 1 FOOT SOUTH OF REFERENCE MARK NO
 CP2548'1.
 CP2548
 CP2548                          STATION RECOVERY (1988)
 CP2548
 CP2548'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP2548'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE
 CP2548'AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE AZIMUTH IS VISIBLE FROM
 CP2548'THE STATION.
 CP2548'TO REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 49 BYPASS AND STATE
 CP2548'HIGHWAY 22 AT THE WEST EDGE OF FLORA GO NORTH ON HIGHWAY 49 FOR 6.2 KM
 CP2548'(3.85 MI) TO A CROSSROAD, TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 CP2548'4.43 KM (2.75 MI) TO A FORK, TAKE THE LEFT FORK AND GO NORTHEAST ON A
 CP2548'PAVED ROAD FOR 3.14 KM (1.95 MI) TO THE ENTRANCE TO THE SOUTHERN VITAL
 CP2548'RECORD CENTER INC., TURN RIGHT AND GO EAST ON A PAVED ROAD, AFTER
 CP2548'CHECKING IN AT A GUARD POST, FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK
 CP2548'ON THE LEFT JUST BEYOND A SIDE ROAD RIGHT, CONTINUE EAST ON A PAVED
 CP2548'ROAD FOR 0.4 KM (0.25 MI) TO A SIDE ROAD ON THE RIGHT AND THE STATION
 CP2548'ON THE LEFT.
 CP2548'STATION IS A STANDARD DISK, STAMPED---BLACK 1959---SET IN THE TOP OF A
 CP2548'SQUARE CONCRETE POST FLUSH WITH THE GROUND. IT IS 26.21 M (86.0 FT)
 CP2548'NORTH OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 14.63 M
 CP2548'(48.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 6.86 M (22.5 FT)
 CP2548'SOUTHEAST OF A POWER POLE, 4.57 M (15.0 FT) SOUTHEAST OF A TELEPHONE
 CP2548'CABLE PED., 3.66 M (12.0 FT) WEST OF THE PROJECTED CENTER OF A PAVED
 CP2548'ROAD AND 2.83 M (9.3 FT) SOUTH OF A METAL WITNESS POST IN A CYCLONE
 CP2548'FENCE LINE.
 CP2548'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED---BLACK NO 1
 CP2548'1959---SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CP2548'IT IS 29.26 M (96.0 FT) EAST OF A POWER POLE WITH A TRANSFORMER AND A
 CP2548'GUY WIRE, 18.9 M (62.0 FT) EAST OF THE CENTER OF A PAVED ROAD, 14.33 M
 CP2548'(47.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD AND 0.3 M (1.0 FT) NORTH
 CP2548'OF A METAL WITNESS POST.
 CP2548'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---BLACK NO 2
 CP2548'1959---SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 0.09 M
 CP2548'(0.3 FT). IT IS 32.92 M (108.0 FT) NORTHWEST OF A POWER POLE WITH A
 CP2548'TRANSFORMER AND A GUY WIRE, 18.84 M (61.8 FT) WEST OF A TELEPHONE
 CP2548'CABLE PED., 17.68 M (58.0 FT) NORTH OF THE CENTER OF A PAVED ROAD,
 CP2548'16.46 M (54.0 FT) WEST OF A POWER POLE AND 0.3 M (1.0 FT) SOUTH OF A
 CP2548'CYCLONE FENCE.
 CP2548'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---BLACK 1959---SET IN THE
 CP2548'TOP OF A SQUARE CONCRETE POST PROJECTING 0.09 M (0.3 FT). IT IS 45.72
 CP2548'M (150.0 FT) NORTHEAST OF THE CENTER OF A T-INTERSECTION, 17.37 M
 CP2548'(57.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 1.52 M (5.0 FT)
 CP2548'SOUTHWEST OF A POWER POLE AND 0.46 M (1.5 FT) EAST OF A METAL WITNESS
 CP2548'POST.
 CP2548
 CP2548                          STATION RECOVERY (1999)
 CP2548
 CP2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP2548'FROM FLORA NORTH ON HWY 49 TO LIVINGSTON-VERNON RD.  THEN TO VIRLILIA
 CP2548'RD. CALL 601-879-8211 FOR ACCESS TO SITE.
 CP2548
 CP2548                          STATION RECOVERY (1999)
 CP2548
 CP2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP2548'ON PROPERTY OF THE VITAL RECORDS CENTER, ACCESS IS CONTROLLED AND
 CP2548'LIMITED TO WEEKDAYS.  CALL 601-879-8211 IN ADVANCE OF VISIT. AT
 CP2548'KEARNEY PARK, MS, ON SITE OF OLD MUNITIONS DEPOT. TO REACH FROM THE
 CP2548'INTERSECTION OF US 49 AND RTE.  22 WEST OF FLORA, DRIVE NORTH ON US 49
 CP2548'FOR 3.9 MI (6.3 KM) TO LIVINGSTON-VERNON RD.  TURN EAST ON THIS ROAD
 CP2548'AND PROCEED 2.75 MI (4.43 KM) TO FORK, TAKE LEFT FORK, VIRLILIA ROAD,
 CP2548'AND PROCEED NORTHEASTERLY 2 MI (3.2 KM) TO ENTRANCE TO RECORDS CENTER
 CP2548'OFF ROAD TO RIGHT.  PROCEED THROUGH THE GUARDED GATE STRAIGHT AHEAD
 CP2548'ALONG THE PERIMETER ROAD 0.5 MI (0.8 KM) TO MARK ON THE LEFT.  STATION
 CP2548'IS A CGS DISK SET IN CONCRETE POST FLUSH WITH THE SURFACE, POSSIBLY
 CP2548'COVERED BY TURF, IN THE FLAT LAWN AREA AT THE TOP OF THE LITTLE
 CP2548'ROADSIDE SLOPE.  IT IS 14.6 M (47.9 FT) NORTH OF THE CENTER OF THE
 CP2548'PAVED ROAD, 6.9 M (22.6 FT) SOUTHEAST OF A POWER POLE, 4.6 M (15.1 FT)
 CP2548'SOUTHEAST OF A TELEPHONE CABLE PEDISTAL, AND 2.8 M (9.2 FT) SOUTH OF A
 CP2548'HEAVY METAL WITNESS POST SET IN CONCRETE AT THE BASE OF A SHORT
 CP2548'CHAIN-LINK FENCE.  REFERENCE AND AZIMUTH MARKS WERE NOT SOUGHT AT THIS
 CP2548'VISIT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2214 ***********************************************************************
 BH2214  DESIGNATION -  BLACK
 BH2214  PID         -  BH2214
 BH2214  STATE/COUNTY-  MS/JACKSON
 BH2214  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2214
 BH2214                         *CURRENT SURVEY CONTROL
 BH2214  ___________________________________________________________________
 BH2214* NAD 83(1993)-  30 27 16.00799(N)    088 30 18.36747(W)     ADJUSTED  
 BH2214* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2214  ___________________________________________________________________
 BH2214  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BH2214  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH2214  HORZ ORDER  -  SECOND
 BH2214
 BH2214.The horizontal coordinates were established by classical geodetic methods
 BH2214.and adjusted by the National Geodetic Survey in May 1994.
 BH2214
 BH2214.The orthometric height was scaled from a topographic map.
 BH2214
 BH2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2214
 BH2214.The geoid height was determined by GEOID03.
 BH2214
 BH2214;                    North         East     Units Scale Factor Converg.
 BH2214;SPC MS E     -   105,842.866   331,523.030   MT  0.99996225   +0 09 58.9
 BH2214;SPC MS E     -   347,252.80  1,087,671.81   sFT  0.99996225   +0 09 58.9
 BH2214;UTM  16      - 3,370,105.621   355,494.211   MT  0.99985761   -0 45 46.8
 BH2214
 BH2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2214!SPC MS E     -   1.00000414  x   0.99996225  =   0.99996639
 BH2214!UTM  16      -   1.00000414  x   0.99985761  =   0.99986175
 BH2214
 BH2214:                Primary Azimuth Mark                     Grid Az
 BH2214:SPC MS E     -  BLACK AZ MK                              000 34 28.4
 BH2214:UTM  16      -  BLACK AZ MK                              001 30 14.1
 BH2214
 BH2214|---------------------------------------------------------------------|
 BH2214| PID    Reference Object                     Distance      Geod. Az  |
 BH2214|                                                           dddmmss.s |
 BH2214| DD7580 BLACK AZ MK                                        0004427.3 |
 BH2214| BH2209 KREOLE INTL PAPER CO CEN STACK      APPROX. 4.3 KM 1654512.1 |
 BH2214| DD7581 BLACK RM 1                           24.348 METERS 18619     |
 BH2214| BH2233 MOSS POINT THIOKOL CHEM TANK        APPROX. 3.4 KM 1963021.5 |
 BH2214| BH2225 PASCAGOULA NORTH MUN TANK           APPROX. 9.4 KM 2062922.9 |
 BH2214| DD7582 BLACK RM 2                           22.961 METERS 27517     |
 BH2214|---------------------------------------------------------------------|
 BH2214
 BH2214                          SUPERSEDED SURVEY CONTROL
 BH2214
 BH2214  NAD 83(1993)-  30 27 16.01586(N)    088 30 18.36350(W) AD(       ) 2
 BH2214  NAD 83(1986)-  30 27 16.03247(N)    088 30 18.36151(W) AD(       ) 2
 BH2214  NAD 27      -  30 27 15.31000(N)    088 30 18.31000(W) AD(       ) 2
 BH2214
 BH2214.Superseded values are not recommended for survey control.
 BH2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2214.See file dsdata.txt to determine how the superseded data were derived.
 BH2214
 BH2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5549470106(NAD 83)
 BH2214_MARKER: DS = TRIANGULATION STATION DISK
 BH2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2214
 BH2214  HISTORY     - Date     Condition        Report By
 BH2214  HISTORY     - 1958     MONUMENTED       CGS
 BH2214  HISTORY     - 1968     GOOD             MSHD
 BH2214
 BH2214                          STATION DESCRIPTION
 BH2214
 BH2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2214'STATION IS ABOUT 3-1/2 MILES NORTHEAST OF MOSS POINT, ABOUT 2 MILES
 BH2214'NORTHEAST OF ESCATAWPA AND IN THE NORTHEAST 1/4 OF SECTION 8, T 7S,
 BH2214'R 5W.
 BH2214'
 BH2214'REACHED FROM THE POST OFFICE IN ESCATAWPA BY GOING NORTH ON STATE
 BH2214'HIGHWAY 66 FOR 1.1 MILE TO A PAVED SIDE ROAD ON THE RIGHT, TURN
 BH2214'RIGHT AND GO NORTHEASTERLY ON THE PAVED ROAD FOR 1.9 MILE TO A
 BH2214'CROSSROADS, TURN RIGHT AND GO EASTERLY ON A NARROW PAVED ROAD FOR
 BH2214'0.75 MILE TO A RAILROAD CROSSING, CROSS TRACKS AND CONTINUE EASTERLY
 BH2214'FOR 0.1 MILE TO A TRACK ROAD ON THE RIGHT, LEADING SOUTH, TURN RIGHT
 BH2214'AND FOLLOW THE TRACK ROAD SOUTH FOR 0.3 MILE TO A FORK, BEAR RIGHT
 BH2214'AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO A FENCE
 BH2214'CORNER ON THE LEFT, CONTINUE SOUTH ALONG THE WEST SIDE OF A FENCE
 BH2214'FOR 0.25 MILE TO ANOTHER FENCE CORNER ON THE LEFT, (AZIMUTH MARK IS
 BH2214'296 FEET SOUTH OF THIS POINT) BEAR RIGHT AWAY FROM THE FENCE AND
 BH2214'CONTINUE IN A SOUTHWESTERLY DIRECTION FOR 0.05 MILE TO A DIM FORK,
 BH2214'BEAR LEFT AND CONTINUE SOUTH FOR 0.2 MILE TO A GATE, PASS THROUGH
 BH2214'THE GATE AND CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 BH2214'
 BH2214'STATION MARKS ARE STANDARD DISKS, STAMPED BLACK 1958.  THE SURFACE
 BH2214'MARK IS SET IN AN 11-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 BH2214'SURFACE.  IT IS 113 FEET EAST OF THE CENTER OF A WEST DIM TRACK ROAD,
 BH2214'31 FEET WEST OF AN EAST TRACK ROAD AND 16 FEET NORTHWEST OF AN
 BH2214'8-INCH PINE TREE HAVING A TRIANGULAR BLAZE ON THE EAST SIDE.  A 4
 BH2214'INCH X 4 INCH WHITE WITNESS POST WAS SET 2 FEET NORTHEAST OF THE
 BH2214'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BH2214'32 INCHES BELOW THE GROUND SURFACE.
 BH2214'
 BH2214'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK NO 1 1958, SET IN
 BH2214'AN 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 BH2214'120 FEET EAST OF THE CENTER OF THE WEST TRACK ROAD, 71 FEET WEST OF
 BH2214'THE EAST TRACK ROAD AND 72 FEET SOUTH OF THE PINE TREE.
 BH2214'
 BH2214'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK NO 2 1958, SET IN
 BH2214'AN 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 38
 BH2214'FEET EAST OF THE CENTER OF THE WEST TRACK ROAD AND 89 FEET WEST OF
 BH2214'THE PINE TREE.
 BH2214'
 BH2214'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK 1958, SET IN AN
 BH2214'11-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 BH2214'IT IS 296 FEET SOUTH OF A FENCE CORNER, 36 FEET EAST OF THE CENTER OF
 BH2214'A TRACK ROAD.  A 4 INCH X 4 INCH WHITE WITNESS POST WAS SET 2 FEET
 BH2214'WEST OF THE MARK.
 BH2214'
 BH2214'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2214
 BH2214                          STATION RECOVERY (1968)
 BH2214
 BH2214'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2214'THE STATION WAS VISITED 6-18-68 AND THE STATION MARK, REFERENCE MARK,
 BH2214'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2214'
 BH2214'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF MOSS POINT AND 3.0
 BH2214'MILES NORTHEAST OF ESCATAWPA IN THE NORTHEAST 1/4 OF SECTION 8, T
 BH2214'7S, R 5W.  IT IS 32 FEET WEST SOUTHWEST OF THE CENTER OF A TRACK
 BH2214'ROAD, 64.5 FEET SOUTH OF A SILVER PAINTED POST INDICATING THE
 BH2214'PROPOSED CENTER LINE FOR 1-10 AT STA. NO. 1298 A LINE, 61.5 FEET
 BH2214'NORTH OF THE EAST ONE OF THREE 6 INCH PINES THAT FORM A TRIANGLE
 BH2214'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BH2214'
 BH2214'IT IS A STANDARD TRIANGULATION DISK, STAMPED BLACK 1958 PROJECTING 4
 BH2214'INCHES.
 BH2214'
 BH2214'REFERENCE MARK NO. 1 IS 79.89 FEET SOUTH OF THE STATION.  IT IS 66
 BH2214'FEET WEST SOUTHWEST OF THE CENTER OF A TRACK ROAD, 21.5 FEET
 BH2214'SOUTHWEST OF THE EAST ONE OF THREE 6 INCH PINES THAT FORM A TRIANGLE,
 BH2214'22 FEET EAST OF THE WEST ONE OF THREE 6 INCH PINES AND 1 FOOT NORTH
 BH2214'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BLACK NO 1
 BH2214'1958, PROJECTING 4 INCHES.
 BH2214'
 BH2214'REFERENCE MARK NO. 2 IS 75.33 FEET WEST OF THE STATION.  IT IS 38
 BH2214'FEET SOUTHEAST OF THE CENTER OF A DIM ROAD FORKS, 95.5 FEET SOUTHWEST
 BH2214'OF A SILVER PAINTED POST INDICATING 1-10 STA. NO. 1298 A LINE AND 1
 BH2214'FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 BH2214'DISK, STAMPED BLACK NO 2 1958 PROJECTING 4 INCHES.
 BH2214'
 BH2214'THE DISTNACE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 108.80 FEET.
 BH2214'
 BH2214'THE AZIMUTH MARK IS 0.45 MILE NORTH OF THE STATION.  IT IS 9 FEET
 BH2214'EAST OF THE CENTER OF A TRACK ROAD, 296 FEET SOUTH OF THE SOUTHWEST
 BH2214'CORNER OF A FENCE, 11 FEET WEST OF THE CENTER OF A FIRE LANE AND 1
 BH2214'FOOT SOUTH OF A METAL WITNESS POST. THE STATION IS VISIBLE
 BH2214'FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BLACK
 BH2214'1958 FLUSH WITH THE GROUND.
 BH2214'
 BH2214'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2214'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH2214'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2214'HIGHWAY 63 FOR 1.8 MILES TO SARACENNIA ROAD ON THE RIGHT.  TURN RIGHT
 BH2214'(NORTHEAST) AND CONTINUE ON SARACENNIA ROAD FOR 1.9 MILES TO KINGS
 BH2214'DRIVE ON THE RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON KINGS
 BH2214'DRIVE FOR 0.75 MILE TO THE CROSSING OF THE MISSISSIPPI EXPORT
 BH2214'RAILROAD TRACK.  CONTINUE NORTHEAST ON KINGS ROAD FOR 0.1 MILE
 BH2214'TO A SIDE ROAD RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON A
 BH2214'BLADED ROAD FOR 0.5 MILE TO A GAP ON THE LEFT AND A TRACK ROAD RIGHT.
 BH2214'TURN RIGHT (SOUTHWEST) AND CONTINUE ON A TRACK ROAD FOR 0.25 MILE
 BH2214'TO A ROAD FORKS. TAKE THE LEFT FORK AND CONTINUE ON A TRACK ROAD FOR
 BH2214'0.15 MILE TO A FENCE CORNER.  TURN LEFT AND CONTINUE SOUTH ON A
 BH2214'TRACK ROAD ON THE WEST SIDE OF A FENCE FOR 0.2 MILE TO ANOTHER FENCE
 BH2214'CORNER.  CONTINUE SOUTH ON A TRACK ROAD FOR 0.05 MILE TO THE AZIMUTH
 BH2214'MARK AS DESCRIBED.
 BH2214'
 BH2214'TO REACH THE STATION CONTINUE SOUTH ON A TRACK ROAD FOR 0.45 MILE TO
 BH2214'THE MARK ON THE RIGHT AS DESCRIBED.
 BH2214'
 BH2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHEAST
 BH2214'OF ESCATAWPA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2118 ***********************************************************************
 DK2118  CBN         -  This is a Cooperative Base Network Control Station.
 DK2118  DESIGNATION -  BLACK 2
 DK2118  PID         -  DK2118
 DK2118  STATE/COUNTY-  MS/TALLAHATCHIE
 DK2118  USGS QUAD   -  GLENDORA (1983)
 DK2118
 DK2118                         *CURRENT SURVEY CONTROL
 DK2118  ___________________________________________________________________
 DK2118* NAD 83(2007)-  33 50 30.06429(N)    090 18 26.88845(W)     ADJUSTED  
 DK2118* NAVD 88     -        43.8    (meters)     144.     (feet)  GPS OBS   
 DK2118  ___________________________________________________________________
 DK2118  EPOCH DATE  -        2002.00
 DK2118  X           -     -28,457.989 (meters)                     COMP
 DK2118  Y           -  -5,302,996.221 (meters)                     COMP
 DK2118  Z           -   3,531,884.528 (meters)                     COMP
 DK2118  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DK2118  ELLIP HEIGHT-          17.651 (meters)          (02/10/07) ADJUSTED
 DK2118  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK2118
 DK2118  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK2118  Type    PID    Designation                      North   East  Ellip
 DK2118  -------------------------------------------------------------------
 DK2118  NETWORK DK2118 BLACK 2                           0.43   0.45   1.72
 DK2118  -------------------------------------------------------------------
 DK2118
 DK2118.The horizontal coordinates were established by GPS observations
 DK2118.and adjusted by the National Geodetic Survey in February 2007.
 DK2118
 DK2118.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK2118.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK2118.The horizontal coordinates are valid at the epoch date displayed above.
 DK2118.The epoch date for horizontal control is a decimal equivalence
 DK2118.of Year/Month/Day.
 DK2118
 DK2118.The orthometric height was determined by GPS observations and a
 DK2118.high-resolution geoid model.
 DK2118
 DK2118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2118
 DK2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2118
 DK2118.The ellipsoidal height was determined by GPS observations
 DK2118.and is referenced to NAD 83.
 DK2118
 DK2118.The geoid height was determined by GEOID03.
 DK2118
 DK2118;                    North         East     Units Scale Factor Converg.
 DK2118;SPC MS W     -   481,387.892   702,393.774   MT  0.99995007   +0 00 51.9
 DK2118;SPC MS W     - 1,579,353.44  2,304,436.91   sFT  0.99995007   +0 00 51.9
 DK2118;UTM  15      - 3,747,864.087   749,144.829   MT  1.00036529   +1 30 00.9
 DK2118
 DK2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2118!SPC MS W     -   0.99999723  x   0.99995007  =   0.99994730
 DK2118!UTM  15      -   0.99999723  x   1.00036529  =   1.00036252
 DK2118
 DK2118:                Primary Azimuth Mark                     Grid Az
 DK2118:SPC MS W     -  BLACK AZ MK                              159 56 47.1
 DK2118:UTM  15      -  BLACK AZ MK                              158 27 38.1
 DK2118
 DK2118|---------------------------------------------------------------------|
 DK2118| PID    Reference Object                     Distance      Geod. Az  |
 DK2118|                                                           dddmmss.s |
 DK2118| DK0107 BLACK AZ MK                         APPROX. 1.3 KM 1595739.0 |
 DK2118| DK0109 BLACK RM 1                          242.875 METERS 34437     |
 DK2118|---------------------------------------------------------------------|
 DK2118
 DK2118                          SUPERSEDED SURVEY CONTROL
 DK2118
 DK2118  ELLIP H (04/15/02)   17.635  (m)                       GP(       ) 4 2
 DK2118  ELLIP H (02/15/02)   17.642  (m)                       GP(       ) 4 1
 DK2118  NAD 83(1986)-  33 50 30.07588(N)    090 18 26.88469(W) AD(       ) 1
 DK2118  NAD 83(1993)-  33 50 30.06421(N)    090 18 26.88764(W) AD(       ) B
 DK2118  ELLIP H (01/12/94)   17.705  (m)                       GP(       ) 4 1
 DK2118  NAD 83(1986)-  33 50 30.07588(N)    090 18 26.88469(W) AD(       ) 3
 DK2118  NAD 27      -  33 50 29.65993(N)    090 18 26.56780(W) AD(       ) 3
 DK2118  NGVD 29 (08/12/04)   43.88   (m)          144.0    (f) RESET       3  
 DK2118
 DK2118.Superseded values are not recommended for survey control.
 DK2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2118.See file dsdata.txt to determine how the superseded data were derived.
 DK2118
 DK2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4914547864(NAD 83)
 DK2118_MARKER: DS = TRIANGULATION STATION DISK
 DK2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2118_SP_SET: CONCRETE POST
 DK2118_STAMPING: BLACK 2 1987
 DK2118_MARK LOGO: NGS   
 DK2118_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2118+STABILITY: SURFACE MOTION
 DK2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2118+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 DK2118
 DK2118  HISTORY     - Date     Condition        Report By
 DK2118  HISTORY     - 1987     MONUMENTED       NGS
 DK2118  HISTORY     - 1987     GOOD             NGS
 DK2118  HISTORY     - 19870311 GOOD             NGS
 DK2118  HISTORY     - 19880122 GOOD
 DK2118  HISTORY     - 19920921 GOOD             MSHD
 DK2118  HISTORY     - 19930514 GOOD
 DK2118  HISTORY     - 20000301 GOOD             NGS
 DK2118  HISTORY     - 20070104 GOOD             EMCINC
 DK2118  HISTORY     - 20080212 GOOD             MSDOT
 DK2118
 DK2118                          STATION DESCRIPTION
 DK2118
 DK2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DK2118'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 DK2118'NORTHWEST OF GLENDORA,
 DK2118'0.2 KM (0.15 MI) SOUTH OF A BRIDGE OVER A SLOUGH THAT LEADS
 DK2118'NORTHWEST TO BLACK BAYOU, ON THE EAST SIDE OF U.S. HIGHWAY 49E, IN
 DK2118'SECTION 21, T23N, R1W AND ON HIGHWAY RIGHT-OF-WAY.
 DK2118'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 DK2118'
 DK2118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49E AND
 DK2118'STATE HIGHWAY 8 AT MINTER CITY, GO NORTH FOR
 DK2118'9.8 KM (6.1 MI) ON HIGHWAY 49E TO A PAVED CROSSROAD AND THE AZIMUTH
 DK2118'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION,
 DK2118'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.3 KM (0.8 MI) ON HIGHWAY
 DK2118'49E TO THE STATION ON THE RIGHT AT A FIELD ENTRANCE ROAD.
 DK2118'
 DK2118'THE STATION IS A STANDARD NGS DISK
 DK2118'STAMPED---BLACK 2 1987---,
 DK2118'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK2118'32 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 DK2118'86.87 METERS (285.0 FT) NORTHWEST FROM A POWER POLE,
 DK2118'68.28 METERS (224.0 FT) EAST FROM A POWER POLE WITH THREE
 DK2118'TRANSFORMERS,
 DK2118'35.75 METERS (117.3 FT) SOUTH FROM A POWER POLE WITH LINES CROSSING
 DK2118'THE HIGHWAY,
 DK2118'19.81 METERS (65.0 FT) EAST-NORTHEAST FROM THE CENTER OF HIGHWAY,
 DK2118'6.40 METERS (21.0 FT) NORTHWEST FROM THE CENTER OF THE FIELD ROAD,
 DK2118'0.39 METERS (1.3 FT) SOUTHEAST FROM A METAL WITNESS POST, AND
 DK2118'0.39 METERS (1.3 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 DK2118'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK2118'STAMPED---BLACK 2 1987---,
 DK2118'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DK2118'
 DK2118'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DK2118
 DK2118                          STATION RECOVERY (1987)
 DK2118
 DK2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DK2118'RECOVERED IN GOOD CONDITION.
 DK2118
 DK2118                          STATION RECOVERY (1987)
 DK2118
 DK2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DK2118'6.9 MILES NORTH ALONG U.S. HIGHWAY 49E FROM THE JUNCTION OF STATE
 DK2118'HIGHWAY 8 IN MINTER CITY TO THE MARK ON THE RIGHT, ABOUT 0.15 MILE
 DK2118'BEFORE REACHING CONCRETE BRIDGE, 285.0 FT (86.9 M) NORTHWEST OF A
 DK2118'POWER POLE, 224.0 FT (68.3 M) EAST OF A POWER POLE WITH THREE
 DK2118'TRANSFORMERS ATTACHED, 117.3 FT (35.8 M) SOUTH OF A POWER POLE WITH
 DK2118'LINES CROSSING HIGHWAY, 21.0 FT (6.4 M) NORTHWEST OF THE CENTER OF
 DK2118'FIELD ROAD AND 65.0 FT (19.8 M) EAST-NORTHEAST OF THE CENTER OF
 DK2118'HIGHWAY, MARK IS RECESSED 1 INCH.
 DK2118
 DK2118                          STATION RECOVERY (1988)
 DK2118
 DK2118'RECOVERED 1988
 DK2118'RECOVERED IN GOOD CONDITION.
 DK2118
 DK2118                          STATION RECOVERY (1992)
 DK2118
 DK2118'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DK2118'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTHWEST OF GLENDORA, ON
 DK2118'THE EAST R.O.W. OF U.S. HIGHWAY 49E, 6.3 MI (10.1 KM) NORTHWEST OF
 DK2118'MINTER CITY, 7.5 MI (12.1 KM) SOUTH OF WEBB, O.15 MI SOUTH OF A
 DK2118'CONCRETE BRIDGE OVER A SLOUGH LEADING TO BLACK BAYOU AND IS IN
 DK2118'SECTION 21, T 23N, R 1W.
 DK2118'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 49E
 DK2118'NEAR MINTER CITY, GO NORTH ON U.S. HIGHWAY 49E FOR 6.1 MI (9.8 KM) TO
 DK2118'A PAVED CROSSROAD, CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 0.8 MI
 DK2118'(1.3 KM) TO THE MARK ON THE RIGHT.
 DK2118'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, 1
 DK2118'INCH BELOW THE GROUND, 285 FT (86.9 M) NORTHWEST OF A POWER POLE, 224
 DK2118'FT (68.3 M) EAST OF A POWER POLE WITH 3 TRANSFORMERS, 117 FT
 DK2118'(35.7 M) SOUTH OF A POWER POLE WITH LINE CROSSING THE HIGHWAY, 81.5
 DK2118'FT (24.8 M) NORTH OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 DK2118'CONCRETE PIPE CULVERT, 65 FT (19.8 M) EAST NORTHEAST OF THE CENTER OF
 DK2118'HIGHWAY 49, 21 FT (6.4 M) NORTHWEST OF THE CENTER OF A FIELD ROAD, 1
 DK2118'FT (0.3 M) SOUTHEAST OF A METAL WITNESS POST AND 1 FT (0.3 M)
 DK2118'NORTHWEST OF A CARSONITE WITNESS POST.
 DK2118
 DK2118                          STATION RECOVERY (1993)
 DK2118
 DK2118'RECOVERED 1993
 DK2118'RECOVERED IN GOOD CONDITION.
 DK2118
 DK2118                          STATION RECOVERY (2000)
 DK2118
 DK2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK2118'RECOVERED AS DESCRIBED.
 DK2118
 DK2118                          STATION RECOVERY (2007)
 DK2118
 DK2118'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK2118'RECOVERED IN GOOD CONDITION.
 DK2118
 DK2118                          STATION RECOVERY (2008)
 DK2118
 DK2118'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3341 ***********************************************************************
 CP3341  DESIGNATION -  BLACK 2
 CP3341  PID         -  CP3341
 CP3341  STATE/COUNTY-  MS/CLAIBORNE
 CP3341  USGS QUAD   -  WILLOWS (1973)
 CP3341
 CP3341                         *CURRENT SURVEY CONTROL
 CP3341  ___________________________________________________________________
 CP3341* NAD 83(1986)-  32 03 26.     (N)    090 55 33.     (W)     SCALED    
 CP3341* NAVD 88     -        70.81   (+/-2cm)     232.3    (feet)  VERTCON   
 CP3341  ___________________________________________________________________
 CP3341  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP3341  VERT ORDER  -  THIRD (See Below)
 CP3341
 CP3341.The horizontal coordinates were scaled from a topographic map and have
 CP3341.an estimated accuracy of +/- 6 seconds.
 CP3341
 CP3341.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3341.The vertical order pertains to the NGVD 29 superseded value.
 CP3341
 CP3341.The geoid height was determined by GEOID03.
 CP3341
 CP3341;                    North         East    Units  Estimated Accuracy
 CP3341;SPC MS W     -   283,650.      644,050.      MT  (+/- 180 meters Scaled)
 CP3341
 CP3341                          SUPERSEDED SURVEY CONTROL
 CP3341
 CP3341  NGVD 29 (08/12/04)   70.83   (m)          232.4    (f) RESET       3  
 CP3341
 CP3341.Superseded values are not recommended for survey control.
 CP3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3341.See file dsdata.txt to determine how the superseded data were derived.
 CP3341
 CP3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR958486(NAD 83)
 CP3341_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3341_SP_SET: CONCRETE POST
 CP3341_STAMPING: BLACK 2 1992
 CP3341_MARK LOGO: NGS   
 CP3341_PROJECTION: FLUSH
 CP3341_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3341+STABILITY: SURFACE MOTION
 CP3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3341+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3341
 CP3341  HISTORY     - Date     Condition        Report By
 CP3341  HISTORY     - 1992     MONUMENTED       MSHD
 CP3341  HISTORY     - 19921013 GOOD             MSHD
 CP3341
 CP3341                          STATION DESCRIPTION
 CP3341
 CP3341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CP3341'0.1 MI (0.2 KM) EAST ALONG ORANGE STREET FROM THE POST OFFICE IN PORT
 CP3341'GIBSON, TO JUNCTION OF HIGHWAY 61, THEN NORTH ALONG U.S. HIGHWAY 61
 CP3341'FOR 7.4 MI (11.9 KM) TO MARK ON THE RIGHT.  149.5 FT (45.6 M)
 CP3341'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 61, 52.0
 CP3341'FT (15.8 M) SOUTH SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 18.0 FT
 CP3341'(5.5 M) NORTHWEST OF GUYWIRE ANCHOR FOR POWER POLE, 3.0 FT (0.9 M)
 CP3341'NORTH NORTHEAST OF POWER POLE, 1.8 FT (0.5 M) SOUTHWEST OF A STEEL
 CP3341'GUARD POST AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 CP3341
 CP3341                          STATION RECOVERY (1992)
 CP3341
 CP3341'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 CP3341'THE STATION IS LOCATED 7.7 MI (12.4 KM) NORTHEAST OF PORT GIBSON, 2.3
 CP3341'MI (3.7 KM) NORTHWEST OF WILLOWS, 1.8 MI (2.9 KM) SOUTH OF THE BIG
 CP3341'BLACK RIVER, ON HIGHWAY RIGHT OF WAY.
 CP3341'TO REACH FROM THE POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET
 CP3341'FOR O.1 MI TO THE JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND GO NORTH
 CP3341'ON HIGHWAY 61 FOR 3.9 MI (6.3 KM) TO A CROSSROAD, CONTINUE NORTH ON
 CP3341'HIGHWAY 61 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE RIGHT.
 CP3341'THE STATION IS A STANDARD NGS DISK STAMPED---BLACK 2 1992---SURFACE
 CP3341'DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT
 CP3341'IS 149.5 FT (45.6 M) SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES
 CP3341'OF HIGHWAY 61, 52.0 FT (15.8 M) SOUTH SOUTHWEST OF GRAVEL ROAD, 18.0
 CP3341'FT (5.5 M) NORTHWEST OF GUYWIRE ANCHOR FOR POWER POLE, 3.0 FT (0.9 M)
 CP3341'NORTH NORTHEAST OF POWER POLE, 1.8 FT (0.5 M) SOUTHWEST OF STEEL GUARD
 CP3341'POST AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0510 ***********************************************************************
 BH0510  DESIGNATION -  BLACK AZ MK
 BH0510  PID         -  BH0510
 BH0510  STATE/COUNTY-  MS/STONE
 BH0510  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0510
 BH0510                         *CURRENT SURVEY CONTROL
 BH0510  ___________________________________________________________________
 BH0510* NAD 83(1986)-  30 52 14.     (N)    088 54 30.     (W)     SCALED    
 BH0510* NAVD 88     -        28.76   (+/-2cm)      94.4    (feet)  VERTCON   
 BH0510  ___________________________________________________________________
 BH0510  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0510
 BH0510.The horizontal coordinates were scaled from a topographic map and have
 BH0510.an estimated accuracy of +/- 6 seconds.
 BH0510
 BH0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0510.The vertical order pertains to the NGVD 29 superseded value.
 BH0510
 BH0510.The geoid height was determined by GEOID03.
 BH0510
 BH0510;                    North         East    Units  Estimated Accuracy
 BH0510;SPC MS E     -   151,930.      292,830.      MT  (+/- 180 meters Scaled)
 BH0510
 BH0510                          SUPERSEDED SURVEY CONTROL
 BH0510
 BH0510  NGVD 29 (??/??/??)   28.756  (m)           94.34   (f) ADJUSTED    2 0
 BH0510
 BH0510.Superseded values are not recommended for survey control.
 BH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0510.See file dsdata.txt to determine how the superseded data were derived.
 BH0510
 BH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV175168(NAD 83)
 BH0510_MARKER: DZ = AZIMUTH MARK DISK
 BH0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0510_STAMPING: BLACK 1942
 BH0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0510+STABILITY: SURFACE MOTION
 BH0510
 BH0510  HISTORY     - Date     Condition        Report By
 BH0510  HISTORY     - 1942     MONUMENTED       CGS
 BH0510  HISTORY     - 1972     GOOD             MSHD
 BH0510
 BH0510                          STATION DESCRIPTION
 BH0510
 BH0510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0510'13.8 MI E FROM WIGGINS.
 BH0510'THE MARK IS LOCATED 13.8 MILES EAST OF WIGGINS ABOUT 1.5 MILES WEST OF
 BH0510'THE GOERGE-STONE COUNTY LINE IN THE SE 1/4 OF SECTION 17, T 2S, R 9W
 BH0510'AND ON LAND OWNED BY MR. VANDER TILLMAN.  IT IS 26 FEET SE OF THE
 BH0510'CENTER OF A GRAVELED ROAD, 147 FEET SW OF A POWER POLE, 58 FEET SW OF
 BH0510'A FENCE CORNER, 51 FEET SE AND ACROSS THE ROAD FROM ANOTHER FENCE
 BH0510'CORNER, 9.5 FEET SE OF A FENCE, 1 FOOT SE OF A METAL WITNESS POST SET
 BH0510'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD
 BH0510'PROJECTS 2 INCHES AND ON THE PROJECTED TANGENT OF THE DRIVEWAY. TO
 BH0510'REACH FROM THE STONE JUNIOR HIGH SCHOOL ABOUT 1/2 MILE EAST OF OLD
 BH0510'U.S. HIGHWAY 49 GO EAST ON STATE HIGHWAY 26 FOR 8.8 MILES TO THE
 BH0510'INTERSECTION OF STATE HIGHWAY 15, CONTINUE EAST ON STATE HIGHWAY 26
 BH0510'FOR 5.9 MILES TO A SIDE ROAD LEFT ABOUT 1 MILE EAST OF BLACK CREEK,
 BH0510'TURN LEFT AND CONTINUE NORTH ON U.S. FOREST ROAD NO. 405 FOR 1.5 MILES
 BH0510'TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE SW ON A GRAVELED ROAD FOR
 BH0510'0.1 MILES TO A DRIVEWAY LEADING TO A HOUSE WITH BLACK PAPER AND THE
 BH0510'MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0107 ***********************************************************************
 DK0107  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0107  DESIGNATION -  BLACK AZ MK
 DK0107  PID         -  DK0107
 DK0107  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0107  USGS QUAD   -  GLENDORA (1983)
 DK0107
 DK0107                         *CURRENT SURVEY CONTROL
 DK0107  ___________________________________________________________________
 DK0107* NAD 83(2007)-  33 49 51.83205(N)    090 18 10.17889(W)     ADJUSTED  
 DK0107* NAVD 88     -        44.32   (meters)     145.4    (feet)  GPS OBS   
 DK0107  ___________________________________________________________________
 DK0107  EPOCH DATE  -        2002.00
 DK0107  X           -     -28,031.861 (meters)                     COMP
 DK0107  Y           -  -5,303,654.878 (meters)                     COMP
 DK0107  Z           -   3,530,906.370 (meters)                     COMP
 DK0107  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DK0107  ELLIP HEIGHT-          18.198 (meters)          (02/15/08) ADJUSTED
 DK0107  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0107  HORZ ORDER  -  FIRST
 DK0107  ELLP ORDER  -  FOURTH    CLASS II
 DK0107
 DK0107.The horizontal coordinates were established by GPS observations
 DK0107.and adjusted by the EMC INCORPORATED in February 2008.
 DK0107
 DK0107.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0107.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0107.The horizontal coordinates are valid at the epoch date displayed above.
 DK0107.The epoch date for horizontal control is a decimal equivalence
 DK0107.of Year/Month/Day.
 DK0107
 DK0107.The orthometric height was determined by GPS observations and a
 DK0107.high-resolution geoid model.
 DK0107.The orthometric height was determined by GPS observations and a
 DK0107.high-resolution geoid model using precise GPS observation and
 DK0107.processing techniques. It supersedes the leveled height previously
 DK0107.determined for this station.
 DK0107
 DK0107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0107
 DK0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0107
 DK0107.The ellipsoidal height was determined by GPS observations
 DK0107.and is referenced to NAD 83.
 DK0107
 DK0107.The geoid height was determined by GEOID03.
 DK0107
 DK0107;                    North         East     Units Scale Factor Converg.
 DK0107;SPC MS W     -   480,210.097   702,823.703   MT  0.99995010   +0 01 01.1
 DK0107;SPC MS W     - 1,575,489.29  2,305,847.43   sFT  0.99995010   +0 01 01.1
 DK0107;UTM  15      - 3,746,697.348   749,605.342   MT  1.00036812   +1 30 08.7
 DK0107
 DK0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0107!SPC MS W     -   0.99999714  x   0.99995010  =   0.99994724
 DK0107!UTM  15      -   0.99999714  x   1.00036812  =   1.00036526
 DK0107
 DK0107:                Primary Azimuth Mark                     Grid Az
 DK0107:SPC MS W     -  BLACK 2                                  339 56 47.2
 DK0107:UTM  15      -  BLACK 2                                  338 27 39.6
 DK0107
 DK0107|---------------------------------------------------------------------|
 DK0107| PID    Reference Object                     Distance      Geod. Az  |
 DK0107|                                                           dddmmss.s |
 DK0107| DK2118 BLACK 2                             APPROX. 1.3 KM 3395748.3 |
 DK0107|---------------------------------------------------------------------|
 DK0107
 DK0107                          SUPERSEDED SURVEY CONTROL
 DK0107
 DK0107  NAVD 88 (06/15/91)   44.377  (m)          145.59   (f) ADJUSTED    2 0
 DK0107  NGVD 29 (??/??/??)   44.394  (m)          145.65   (f) ADJUSTED    2 0
 DK0107
 DK0107.Superseded values are not recommended for survey control.
 DK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0107.See file dsdata.txt to determine how the superseded data were derived.
 DK0107
 DK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4960546697(NAD 83)
 DK0107_MARKER: DZ = AZIMUTH MARK DISK
 DK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0107_STAMPING: BLACK 1957
 DK0107_MARK LOGO: NONE  
 DK0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0107+STABILITY: SURFACE MOTION
 DK0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0107+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 DK0107
 DK0107  HISTORY     - Date     Condition        Report By
 DK0107  HISTORY     - 1957     MONUMENTED       CGS
 DK0107  HISTORY     - 1968     GOOD             MSHD
 DK0107  HISTORY     - 20070206 GOOD             EMCINC
 DK0107
 DK0107                          STATION DESCRIPTION
 DK0107
 DK0107'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0107'0.3 MI W FROM GLENDORA.
 DK0107'THE MARK IS LOCATED 0.3 MILE WEST OF THE APPROXIMATE CENTER OF
 DK0107'GLENDORA IN THE SOUTHEAST ANGLE OF A CROSSROADS, 5.5 MILES NORTH
 DK0107'NORTHWEST OF MINTER CITY IN THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E
 DK0107'AND IS IN THE SOUTHEAST 1/4 OF SECTION 28, T 23N, R 1W.  IT IS
 DK0107'APPROXIMATELY 0.8 MILE SOUTH SOUTHEAST OF THE STATION, 108 FEET
 DK0107'SOUTHEAST OF THE CENTER OF THE CROSSROADS, 90 FEET EAST OF THE CENTER
 DK0107'OF HIGHWAY 49E, 24 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 2 FEET
 DK0107'SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 1 FOOT EAST OF A METAL
 DK0107'WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT
 DK0107'1 FOOT BELOW THE LEVEL OF U.S. HIGHWAY 49E AND PROJECTS 3 INCHES. TO
 DK0107'REACH FROM THE T.Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER
 DK0107'CITY GO NORTHEAST ON U.S. HIGHWAY 49E FOR 5.3 MILES TO A CROSSROADS AT
 DK0107'SOUTH END OF A CONCRETE BRIDGE AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0107
 DK0107                          STATION RECOVERY (2007)
 DK0107
 DK0107'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1272 ***********************************************************************
 BV1272  DESIGNATION -  BLACK RM 1
 BV1272  PID         -  BV1272
 BV1272  STATE/COUNTY-  MS/JONES
 BV1272  USGS QUAD   -  MYRICK (1982)
 BV1272
 BV1272                         *CURRENT SURVEY CONTROL
 BV1272  ___________________________________________________________________
 BV1272* NAD 83(1986)-  31 41 34.     (N)    088 57 40.     (W)     SCALED    
 BV1272* NAVD 88     -       101.338  (meters)     332.47   (feet)  ADJUSTED  
 BV1272  ___________________________________________________________________
 BV1272  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV1272  DYNAMIC HT  -         101.219 (meters)     332.08  (feet)  COMP
 BV1272  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 BV1272
 BV1272  VERT ORDER  -  SECOND    CLASS II
 BV1272
 BV1272.The horizontal coordinates were scaled from a topographic map and have
 BV1272.an estimated accuracy of +/- 6 seconds.
 BV1272
 BV1272.The orthometric height was determined by differential leveling
 BV1272.and adjusted in May 1996.
 BV1272
 BV1272.The geoid height was determined by GEOID03.
 BV1272
 BV1272.The dynamic height is computed by dividing the NAVD 88
 BV1272.geopotential number by the normal gravity value computed on the
 BV1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1272.degrees latitude (g = 980.6199 gals.).
 BV1272
 BV1272.The modeled gravity was interpolated from observed gravity values.
 BV1272
 BV1272;                    North         East    Units  Estimated Accuracy
 BV1272;SPC MS E     -   243,090.      287,890.      MT  (+/- 180 meters Scaled)
 BV1272
 BV1272                          SUPERSEDED SURVEY CONTROL
 BV1272
 BV1272  NGVD 29 (??/??/92)  101.363  (m)          332.56   (f) ADJ UNCH    2 2
 BV1272
 BV1272.Superseded values are not recommended for survey control.
 BV1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1272.See file dsdata.txt to determine how the superseded data were derived.
 BV1272
 BV1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA141080(NAD 83)
 BV1272_MARKER: DR = REFERENCE MARK DISK
 BV1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1272_STAMPING: BLACK NO 1 1956
 BV1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1272+STABILITY: SURFACE MOTION
 BV1272
 BV1272  HISTORY     - Date     Condition        Report By
 BV1272  HISTORY     - 1956     MONUMENTED       CGS
 BV1272  HISTORY     - 1974     GOOD             MSHD
 BV1272
 BV1272                          STATION DESCRIPTION
 BV1272
 BV1272'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1272'10 MI E FROM LAUREL.
 BV1272'THE MARK IS LOCATED 10 MILES EAST OF LAUREL NEAR A POWER POLE ON THE
 BV1272'WEST SIDE OF A BLACK TOP ROAD ABOUT 200 FEET SOUTH OF A FORK, 2 MILES
 BV1272'NE OF MYRICK, 0.7 MILE WEST OF THE JONE-WAYNE COUNTY LINE IN THE NE
 BV1272'QUARTER OF SECTION 2, T 8 N. R 10 W. IT IS 117.93 FEET NE OF THE
 BV1272'STATION, 32 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 55 FEET NE
 BV1272'OF THE NE CORNER OF AN ABANDONED STORE, 103 FEET WEST AND ACROSS THE
 BV1272'ROAD FROM THE NW CORNER OF THE PORCH OF A FRAME HOUSE, 97.5 FEET EAST
 BV1272'OF A 24 INCH PINE, 5.5 FEET SOUTH OF A POWER POLE SET IN THE TOP OF
 BV1272'AN 11 INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BV1272'ROAD AND PROJECTS 1 FOOT. TO REACH FROM THE I-59 BRIDGE OVER U.S.
 BV1272'HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84 FOR
 BV1272'9.7 MILES TO A CROSSROAD. TURN RIGHT AND GO SOUTH ON A BLACK TOP ROAD
 BV1272'FOR 0.75 MILE TO A FORK. TAKE THE RIGHT FORK AND GO SOUTH ON A BLACK
 BV1272'TOP ROAD FOR ABOUT 200 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0802 ***********************************************************************
 CP0802  DESIGNATION -  BLACK RM 1
 CP0802  PID         -  CP0802
 CP0802  STATE/COUNTY-  MS/CLAIBORNE
 CP0802  USGS QUAD   -  WILLOWS (1973)
 CP0802
 CP0802                         *CURRENT SURVEY CONTROL
 CP0802  ___________________________________________________________________
 CP0802* NAD 83(1986)-  32 03 25.     (N)    090 55 34.     (W)     SCALED    
 CP0802* NAVD 88     -        72.79   (+/-2cm)     238.8    (feet)  VERTCON   
 CP0802  ___________________________________________________________________
 CP0802  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0802
 CP0802.The horizontal coordinates were scaled from a topographic map and have
 CP0802.an estimated accuracy of +/- 6 seconds.
 CP0802
 CP0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0802.The vertical order pertains to the NGVD 29 superseded value.
 CP0802
 CP0802.The geoid height was determined by GEOID03.
 CP0802
 CP0802;                    North         East    Units  Estimated Accuracy
 CP0802;SPC MS W     -   283,620.      644,020.      MT  (+/- 180 meters Scaled)
 CP0802
 CP0802                          SUPERSEDED SURVEY CONTROL
 CP0802
 CP0802  NGVD 29 (??/??/92)   72.809  (m)          238.87   (f) ADJ UNCH    2 0
 CP0802
 CP0802.Superseded values are not recommended for survey control.
 CP0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0802.See file dsdata.txt to determine how the superseded data were derived.
 CP0802
 CP0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR957486(NAD 83)
 CP0802_MARKER: DR = REFERENCE MARK DISK
 CP0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0802_STAMPING: BLACK NO 1 1948
 CP0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0802+STABILITY: SURFACE MOTION
 CP0802
 CP0802  HISTORY     - Date     Condition        Report By
 CP0802  HISTORY     - 1948     MONUMENTED       CGS
 CP0802  HISTORY     - 1970     GOOD             MSHD
 CP0802
 CP0802                          STATION DESCRIPTION
 CP0802
 CP0802'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0802'7.7 MI NE FROM PORT GIBSON.
 CP0802'THE MARK IS LOCATED 7.7 MILES NORTHEAST OF PORT GIBSON, 2.3 MILES
 CP0802'NORTHWEST OF WILLOWS, 1.8 MILES SOUTH OF THE BIG BLACK RIVER, 0.1 MILE
 CP0802'NORTHEAST OF A ROADSIDE PARK, AND ON LAND OWNED BY THE ALLEN COOPERAGE
 CP0802'LUMBER COMPANY.  IT IS 82.25 FEET EAST OF THE STATION, 30 FEET SOUTH
 CP0802'OF THE CENTER OF A PRIVATE ROAD, 83 FEET SOUTH OF THE SOUTHEAST EDGE
 CP0802'OF AN ABANDONED CISTERN, 62 FEET NORTHEAST OF A 12-INCH CEDAR, 1 FOOT
 CP0802'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF AN 11-INCH SQUARE
 CP0802'CONCRETE POST, ABOUT 23 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0802'PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN PORT
 CP0802'GIBSON, GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF
 CP0802'U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR
 CP0802'3.9 MILES TO THE JUNCTION OF MISS. HIGHWAY 462. CONTINUE NORTHEAST ON
 CP0802'U.S. HIGHWAY 61 FOR 2 MILES TO A SIDE ROAD RIGHT. CONTINUE NORTHEAST
 CP0802'ON U.S. HIGHWAY 61 FOR 1.5 MILES TO THE MARK ON THE RIGHT JUST BEYOND
 CP0802'A PRIVATE ROAD ON THE RIGHT AND ABOUT 190 FEET EAST OF THE CENTER OF
 CP0802'U.S. HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0109 ***********************************************************************
 DK0109  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0109  DESIGNATION -  BLACK RM 1
 DK0109  PID         -  DK0109
 DK0109  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0109  USGS QUAD   -  GLENDORA (1983)
 DK0109
 DK0109                         *CURRENT SURVEY CONTROL
 DK0109  ___________________________________________________________________
 DK0109* NAD 83(2007)-  33 50 37.66476(N)    090 18 29.39382(W)     ADJUSTED  
 DK0109* NAVD 88     -        43.41   (meters)     142.4    (feet)  GPS OBS   
 DK0109  ___________________________________________________________________
 DK0109  EPOCH DATE  -        2002.00
 DK0109  X           -     -28,521.698 (meters)                     COMP
 DK0109  Y           -  -5,302,865.156 (meters)                     COMP
 DK0109  Z           -   3,532,078.826 (meters)                     COMP
 DK0109  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DK0109  ELLIP HEIGHT-          17.286 (meters)          (02/15/08) ADJUSTED
 DK0109  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DK0109  HORZ ORDER  -  FIRST
 DK0109  ELLP ORDER  -  FOURTH    CLASS II
 DK0109
 DK0109.The horizontal coordinates were established by GPS observations
 DK0109.and adjusted by the EMC INCORPORATED in February 2008.
 DK0109
 DK0109.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0109.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0109.The horizontal coordinates are valid at the epoch date displayed above.
 DK0109.The epoch date for horizontal control is a decimal equivalence
 DK0109.of Year/Month/Day.
 DK0109
 DK0109.The orthometric height was determined by GPS observations and a
 DK0109.high-resolution geoid model.
 DK0109.The orthometric height was determined by GPS observations and a
 DK0109.high-resolution geoid model using precise GPS observation and
 DK0109.processing techniques. It supersedes the leveled height previously
 DK0109.determined for this station.
 DK0109
 DK0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0109
 DK0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0109
 DK0109.The ellipsoidal height was determined by GPS observations
 DK0109.and is referenced to NAD 83.
 DK0109
 DK0109.The geoid height was determined by GEOID03.
 DK0109
 DK0109;                    North         East     Units Scale Factor Converg.
 DK0109;SPC MS W     -   481,622.043   702,329.307   MT  0.99995007   +0 00 50.5
 DK0109;SPC MS W     - 1,580,121.65  2,304,225.40   sFT  0.99995007   +0 00 50.5
 DK0109;UTM  15      - 3,748,096.583   749,074.283   MT  1.00036486   +1 29 59.8
 DK0109
 DK0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0109!SPC MS W     -   0.99999729  x   0.99995007  =   0.99994736
 DK0109!UTM  15      -   0.99999729  x   1.00036486  =   1.00036215
 DK0109
 DK0109|---------------------------------------------------------------------|
 DK0109| PID    Reference Object                     Distance      Geod. Az  |
 DK0109|                                                           dddmmss.s |
 DK0109| DK2118 BLACK 2                             242.875 METERS 16437     |
 DK0109|---------------------------------------------------------------------|
 DK0109
 DK0109                          SUPERSEDED SURVEY CONTROL
 DK0109
 DK0109  NAVD 88 (06/15/91)   43.476  (m)          142.64   (f) ADJUSTED    2 0
 DK0109  NGVD 29 (??/??/??)   43.494  (m)          142.70   (f) ADJUSTED    2 0
 DK0109
 DK0109.Superseded values are not recommended for survey control.
 DK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0109.See file dsdata.txt to determine how the superseded data were derived.
 DK0109
 DK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4907448097(NAD 83)
 DK0109_MARKER: DR = REFERENCE MARK DISK
 DK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0109_STAMPING: BLACK NO 1 1957
 DK0109_MARK LOGO: NONE  
 DK0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0109+STABILITY: SURFACE MOTION
 DK0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0109+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 DK0109
 DK0109  HISTORY     - Date     Condition        Report By
 DK0109  HISTORY     - 1957     MONUMENTED       CGS
 DK0109  HISTORY     - 1968     GOOD             MSHD
 DK0109  HISTORY     - 20070206 GOOD             EMCINC
 DK0109
 DK0109                          STATION DESCRIPTION
 DK0109
 DK0109'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0109'1 MI NW FROM GLENDORA.
 DK0109'THE MARK IS LOCATED 1.0 MILE NORTHWEST OF THE APPROXIMATE CENTER OF
 DK0109'GLENDORA NEAR THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 49E, 6.4 MILES
 DK0109'NORTHWEST OF MINTER CITY AND IS IN THE SOUTHWEST 1/4 OF SECTION 21, T
 DK0109'23N, R 1W.  IT IS 77.05 FEET EAST SOUTHEAST OF THE STATION, 127.5 FEET
 DK0109'EAST OF THE CENTER OF U.S. HIGHWAWY 49E, 5 FEET WEST OF A FENCE, 8.5
 DK0109'FEET EAST NORTHEAST OF AN 18 INCH CONCRETE PIPE CULVERT, 1.5 FEET
 DK0109'SOUTH OF A POWER LINE POLE WITH A GUY WIRE, 1.5 FEET NORTH OF METAL
 DK0109'WITNESS POST, SET IN THE TO OF AN 11 INCH SQUARE CONCRETE POST ABOUT 4
 DK0109'FEET BELOW THE LEVEL OF U.S. HIGHWAY 49E AND PROJECTS 6 INCHES.  TO
 DK0109'REACH FROM THE T.Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER
 DK0109'CITY GO NORTHEAST ON U.S. HIGHWAY 49E FOR 5.3 MILES TO A CROSSROADS
 DK0109'JUST BEFORE REACHING A CONCRETE BRIDGE.  CONTINUE NORTHWEST ON U.S.
 DK0109'HIGHWAY 49E FOR 0.9 MILE TO A CONCRETE BRIDGE AND THE MARK ON THE
 DK0109'RIGHT AS DESCRIBED.
 DK0109
 DK0109                          STATION RECOVERY (2007)
 DK0109
 DK0109'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0513 ***********************************************************************
 BH0513  DESIGNATION -  BLACK RM 1
 BH0513  PID         -  BH0513
 BH0513  STATE/COUNTY-  MS/STONE
 BH0513  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0513
 BH0513                         *CURRENT SURVEY CONTROL
 BH0513  ___________________________________________________________________
 BH0513* NAD 83(1986)-  30 52 25.     (N)    088 54 13.     (W)     SCALED    
 BH0513* NAVD 88     -        35.73   (+/-2cm)     117.2    (feet)  VERTCON   
 BH0513  ___________________________________________________________________
 BH0513  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0513
 BH0513.The horizontal coordinates were scaled from a topographic map and have
 BH0513.an estimated accuracy of +/- 6 seconds.
 BH0513
 BH0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0513.The vertical order pertains to the NGVD 29 superseded value.
 BH0513
 BH0513.The geoid height was determined by GEOID03.
 BH0513
 BH0513;                    North         East    Units  Estimated Accuracy
 BH0513;SPC MS E     -   152,270.      293,280.      MT  (+/- 180 meters Scaled)
 BH0513
 BH0513                          SUPERSEDED SURVEY CONTROL
 BH0513
 BH0513  NGVD 29 (??/??/??)   35.729  (m)          117.22   (f) ADJUSTED    2 0
 BH0513
 BH0513.Superseded values are not recommended for survey control.
 BH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0513.See file dsdata.txt to determine how the superseded data were derived.
 BH0513
 BH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV180171(NAD 83)
 BH0513_MARKER: DR = REFERENCE MARK DISK
 BH0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0513_STAMPING: BLACK NO 1 1942
 BH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0513+STABILITY: SURFACE MOTION
 BH0513
 BH0513  HISTORY     - Date     Condition        Report By
 BH0513  HISTORY     - 1942     MONUMENTED       CGS
 BH0513  HISTORY     - 1972     GOOD             MSHD
 BH0513
 BH0513                          STATION DESCRIPTION
 BH0513
 BH0513'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0513'14 MI E FROM WIGGINS.
 BH0513'THE MARK IS LOCATED 14 MILES EAST OF WIGGINS ON A RIDGE COVERED WITH
 BH0513'YOUNG PINES ABOUT 200 YARDS NE OF A FRAME HOUSE OWNED BY MR. JOHNNY C.
 BH0513'HALL NEAR THE CENTER OF THE EAST SIDE OF SECTION 17, T 26, T 9W. IT IS
 BH0513'89.39 FEET SSE OF THE STATION, 19 FEET SOUTH OF A 10 INCH BLAZED PINE,
 BH0513'10 FEET SW OF A 7 INCH BLAZED PINE, 1 FOOT NORTH OF A METAL WITNESS
 BH0513'POST SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 BH0513'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN WIGGINS GO SOUTH ON
 BH0513'VARDAMAN STREET FOR 0.25 MILES TO THE INTERSECTION OF STATE HIGHWAY 26
 BH0513'ABOUT 100 YARDS WEST OF AN OVERPASS.  TURN LEFT AND GO EAST ON HIGHWAY
 BH0513'26 FOR 8.8 MILES TO THE INTERSECTION OF HIGHWAY 15. CONTINUE EAST ON
 BH0513'HIGHWAY 26 FOR 5.8 MILES TO A SIDE ROAD LEFT (0.9 MILE EAST OF THE
 BH0513'BRIDGE OVER BLACK CREEK).  TURN LEFT AND GO NORTH ON A BLACK TOP ROAD
 BH0513'FOR 1.6 MILES TO A SIDE ROAD RIGHT (0.1 MILES BEYOND A SIDE ROAD
 BH0513'LEFT).  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 BH0513'TOP OF A HILL AND A DRIVEWAY LEADING TO A FRAME HOUSE WHERE THE ROAD
 BH0513'CURVES LEFT.  CONTINUE STRAIGHT AHEAD ON A DIM TRACK ROAD FOR 0.1
 BH0513'MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1273 ***********************************************************************
 BV1273  DESIGNATION -  BLACK RM 2
 BV1273  PID         -  BV1273
 BV1273  STATE/COUNTY-  MS/JONES
 BV1273  USGS QUAD   -  MYRICK (1982)
 BV1273
 BV1273                         *CURRENT SURVEY CONTROL
 BV1273  ___________________________________________________________________
 BV1273* NAD 83(1986)-  31 41 34.     (N)    088 57 40.     (W)     SCALED    
 BV1273* NAVD 88     -        99.975  (meters)     328.00   (feet)  ADJUSTED  
 BV1273  ___________________________________________________________________
 BV1273  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV1273  DYNAMIC HT  -          99.857 (meters)     327.61  (feet)  COMP
 BV1273  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 BV1273
 BV1273  VERT ORDER  -  SECOND    CLASS II
 BV1273
 BV1273.The horizontal coordinates were scaled from a topographic map and have
 BV1273.an estimated accuracy of +/- 6 seconds.
 BV1273
 BV1273.The orthometric height was determined by differential leveling
 BV1273.and adjusted in May 1996.
 BV1273
 BV1273.The geoid height was determined by GEOID03.
 BV1273
 BV1273.The dynamic height is computed by dividing the NAVD 88
 BV1273.geopotential number by the normal gravity value computed on the
 BV1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1273.degrees latitude (g = 980.6199 gals.).
 BV1273
 BV1273.The modeled gravity was interpolated from observed gravity values.
 BV1273
 BV1273;                    North         East    Units  Estimated Accuracy
 BV1273;SPC MS E     -   243,090.      287,890.      MT  (+/- 180 meters Scaled)
 BV1273
 BV1273                          SUPERSEDED SURVEY CONTROL
 BV1273
 BV1273  NGVD 29 (??/??/92)  100.001  (m)          328.09   (f) ADJ UNCH    2 2
 BV1273
 BV1273.Superseded values are not recommended for survey control.
 BV1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1273.See file dsdata.txt to determine how the superseded data were derived.
 BV1273
 BV1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA141080(NAD 83)
 BV1273_MARKER: DR = REFERENCE MARK DISK
 BV1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1273_STAMPING: BLACK NO 2 1956
 BV1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1273+STABILITY: SURFACE MOTION
 BV1273
 BV1273  HISTORY     - Date     Condition        Report By
 BV1273  HISTORY     - 1956     MONUMENTED       CGS
 BV1273  HISTORY     - 1974     GOOD             MSHD
 BV1273
 BV1273                          STATION DESCRIPTION
 BV1273
 BV1273'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1273'10 MI E FROM LAUREL.
 BV1273'THE MARK IS LOCATED 10 MILES EAST OF LAUREL ON THE EAST SIDE OF A
 BV1273'BLACK TOP ROAD. 2 MILES NE OF MYRICK, 0.7 MILE WEST OF THE
 BV1273'JONES-WAYNE COUNTY LINE IN THE NE QUARTER OF SECTION 2, T 8 N, R 10
 BV1273'W. IT IS 79.13 FEET SE OF THE STATION. 39 FEET EAST OF THE CENTER OF
 BV1273'A BLACK TOP ROAD, 115.5 FEET SW OF THE SW CORNER OF THE PORCH OF A
 BV1273'FRAME HOUSE, 110 FEET SE OF THE SE CORNER OF A SMALL ABANDONED STORE,
 BV1273'72 FEET WEST OF THE NW CORNER OF A RED BARN, 61 FEET WEST OF A 20
 BV1273'INCH PINE, 32 FEET NORTH OF A 16 INCH OAK, 4 FEET WEST OF A 5 INCH
 BV1273'PECAN, 11.5 FEET ENE OF A FENCE CORNER, 2 FEET NORTH OF A FENCE SET
 BV1273'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BV1273'ROAD AND IS FLUSH WITH THE GROUND. TO REACH FROM THE I-59 BRIDGE OVER
 BV1273'U.S. HIGHWAY 84 AT THE EAST EDGE OF LAUREL GO EAST ON U.S. HIGHWAY 84
 BV1273'FOR 9.7 MILES TO A CROSSROAD. TURN RIGHT AND GO SOUTH ONA BLACK TOP
 BV1273'ROAD FOR 0.75 MILE TO A FORK. TAKE THE RIGHT AND GO SOUTH ON A BLACK
 BV1273'TOP ROAD FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0800 ***********************************************************************
 CP0800  DESIGNATION -  BLACK RM 2
 CP0800  PID         -  CP0800
 CP0800  STATE/COUNTY-  MS/CLAIBORNE
 CP0800  USGS QUAD   -  WILLOWS (1973)
 CP0800
 CP0800                         *CURRENT SURVEY CONTROL
 CP0800  ___________________________________________________________________
 CP0800* NAD 83(1986)-  32 03 25.     (N)    090 55 34.     (W)     SCALED    
 CP0800* NAVD 88     -        72.52   (+/-2cm)     237.9    (feet)  VERTCON   
 CP0800  ___________________________________________________________________
 CP0800  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0800
 CP0800.The horizontal coordinates were scaled from a topographic map and have
 CP0800.an estimated accuracy of +/- 6 seconds.
 CP0800
 CP0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0800.The vertical order pertains to the NGVD 29 superseded value.
 CP0800
 CP0800.The geoid height was determined by GEOID03.
 CP0800
 CP0800;                    North         East    Units  Estimated Accuracy
 CP0800;SPC MS W     -   283,620.      644,020.      MT  (+/- 180 meters Scaled)
 CP0800
 CP0800                          SUPERSEDED SURVEY CONTROL
 CP0800
 CP0800  NGVD 29 (??/??/92)   72.533  (m)          237.97   (f) ADJ UNCH    2 0
 CP0800
 CP0800.Superseded values are not recommended for survey control.
 CP0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0800.See file dsdata.txt to determine how the superseded data were derived.
 CP0800
 CP0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR957486(NAD 83)
 CP0800_MARKER: DR = REFERENCE MARK DISK
 CP0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0800_STAMPING: BLACK NO 2 1948
 CP0800_MARK LOGO: CGS   
 CP0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0800+STABILITY: SURFACE MOTION
 CP0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0800+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1992
 CP0800
 CP0800  HISTORY     - Date     Condition        Report By
 CP0800  HISTORY     - 1948     MONUMENTED       CGS
 CP0800  HISTORY     - 1970     GOOD             MSHD
 CP0800  HISTORY     - 19921013 SEE DESCRIPTION  MSHD
 CP0800
 CP0800                          STATION DESCRIPTION
 CP0800
 CP0800'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0800'7.7 MI NE FROM PORT GIBSON.
 CP0800'THE MARK IS LOCATED 7.7 MILES NORTHEAST OF PORT GIBSON, 2.3 MILES
 CP0800'NORTHWEST OF WILLOWS, 1.8 MILES SOUTH OF THE BIG BLACK RIVER, 0.1 MILE
 CP0800'NORTHEAST OF A ROADSIDE PARK, AND ON LAND OWNED BY THE ALLEN COOPERAGE
 CP0800'LUMBER COMPANY.  IT IS 81.45 FEET SOUTH-SOUTHWEST OF THE STATION, 60
 CP0800'FEET WEST OF THE CENTER OF A PRIVATE ROAD, 100 FEET NORTH OF THE
 CP0800'CENTER OF A PRIVATE ROAD, 32 FEET SOUTHWEST OF THE SOUTH ONE OF TWO
 CP0800'12-INCH CEDARS, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF
 CP0800'AN 11-INCH SQUARE CONCRETE POST, ABOUT 24 FEET ABOVE THE LEVEL OF THE
 CP0800'HIGHWAY AND PROJECTS 7 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S.
 CP0800'POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1 MILE TO
 CP0800'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND CONTINUE NORTH ON
 CP0800'U.S. HIGHWAY 61 FOR 3.9 MILES TO THE JUNCTION OF MISS. HIGHWAY 462.
 CP0800'CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 2 MILES TO A SIDE ROAD
 CP0800'RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 1.5 MILES TO THE
 CP0800'MARK ON THE RIGHT JUST BEYOND A PRIVATE ROAD ON THE RIGHT AND ABOUT
 CP0800'100 FEET EAST OF THE CENTER OF THE HIGHWAY.
 CP0800
 CP0800                          STATION RECOVERY (1992)
 CP0800
 CP0800'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 CP0800'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 CP0800'HIGHWAY CONSTRUCTION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0511 ***********************************************************************
 BH0511  DESIGNATION -  BLACK RM 2
 BH0511  PID         -  BH0511
 BH0511  STATE/COUNTY-  MS/STONE
 BH0511  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0511
 BH0511                         *CURRENT SURVEY CONTROL
 BH0511  ___________________________________________________________________
 BH0511* NAD 83(1986)-  30 52 25.     (N)    088 54 13.     (W)     SCALED    
 BH0511* NAVD 88     -        36.00   (+/-2cm)     118.1    (feet)  VERTCON   
 BH0511  ___________________________________________________________________
 BH0511  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0511
 BH0511.The horizontal coordinates were scaled from a topographic map and have
 BH0511.an estimated accuracy of +/- 6 seconds.
 BH0511
 BH0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0511.The vertical order pertains to the NGVD 29 superseded value.
 BH0511
 BH0511.The geoid height was determined by GEOID03.
 BH0511
 BH0511;                    North         East    Units  Estimated Accuracy
 BH0511;SPC MS E     -   152,270.      293,280.      MT  (+/- 180 meters Scaled)
 BH0511
 BH0511                          SUPERSEDED SURVEY CONTROL
 BH0511
 BH0511  NGVD 29 (??/??/??)   36.000  (m)          118.11   (f) ADJUSTED    2 0
 BH0511
 BH0511.Superseded values are not recommended for survey control.
 BH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0511.See file dsdata.txt to determine how the superseded data were derived.
 BH0511
 BH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV180171(NAD 83)
 BH0511_MARKER: DR = REFERENCE MARK DISK
 BH0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0511_STAMPING: BLACK NO 2 1942
 BH0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0511+STABILITY: SURFACE MOTION
 BH0511
 BH0511  HISTORY     - Date     Condition        Report By
 BH0511  HISTORY     - 1942     MONUMENTED       CGS
 BH0511  HISTORY     - 1972     GOOD             MSHD
 BH0511
 BH0511                          STATION DESCRIPTION
 BH0511
 BH0511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0511'14 MI E FROM WIGGINS.
 BH0511'THE MARK IS LOCATED 14 MILES EAST OF WIGGINS ON A RIDGE COVERED WITH
 BH0511'YOUNG PINES ABOUT 200 YARDS NE OF A FRAME HOUSE OWNED BY MR. JOHNNY C.
 BH0511'HALL AND IS NEAR THE CENTER OF THE EAST SIDE OF SECTION 17, T 2S, R
 BH0511'9W.  IT IS 78.08 MILES WEST OF THE STATION, 64 FEET NW OF THE CENTER
 BH0511'OF A DIM TRACK ROAD, 20.5 FEET WEST OF AN 8 INCH BLAZED PINE, 17 FEET
 BH0511'SW OF ANOTHER 8 INCH BLAZED PINE, 32.5 FEET WNW OF A 7 INCH TWIN PINE,
 BH0511'1 FOOT NE OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH SQUARE
 BH0511'CONCRETE POST PROJECTING 5 INCHES.  TO REACH FROM THE U.S. POST OFFICE
 BH0511'IN WIGGINS GO SOUTH ON VARDAMAN STREET FOR 0.25 MILE TO THE
 BH0511'INTERSECTION OF STATE HIGHWAY 26 ABOUT 100 YARDS WEST OF AN OVERPASS.
 BH0511'TURN LEFT AND GO EAST ON STATE HIGHWAY 26 FOR 8.8 MILES TO THE
 BH0511'INTERSECTION OF STATE HIGHWAY 15.  CONTINUE EAST ON HIGHWAY 26 FOR 5.8
 BH0511'MILES TO A SIDE ROAD LEFT (0.9 MILES EAST OF THE BRIDGE OVER BLACK
 BH0511'CREEK).  TURN LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 1.6 MILES TO A
 BH0511'SIDE ROAD RIGHT (0.1 MILE BEYOND A SIDE ROAD LEFT).  TURN RIGHT AND GO
 BH0511'EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND A
 BH0511'DRIVEWAY LEADING TO A FRAME HOUSE ON THE RIGHT WHERE THE ROAD CURVES
 BH0511'LEFT.  CONTINUE STRAIGHT AHEAD ON A DIM TRACK ROAD FOR 0.1 MILE TO THE
 BH0511'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1722 ***********************************************************************
 BV1722  DESIGNATION -  BLACKWELL
 BV1722  PID         -  BV1722
 BV1722  STATE/COUNTY-  MS/COVINGTON
 BV1722  USGS QUAD   -  WILLIAMSBURG (1974)
 BV1722
 BV1722                         *CURRENT SURVEY CONTROL
 BV1722  ___________________________________________________________________
 BV1722* NAD 83(1993)-  31 35 12.64146(N)    089 32 43.50427(W)     ADJUSTED  
 BV1722* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BV1722  ___________________________________________________________________
 BV1722  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BV1722  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BV1722  HORZ ORDER  -  FIRST
 BV1722
 BV1722.The horizontal coordinates were established by classical geodetic methods
 BV1722.and adjusted by the National Geodetic Survey in May 1994.
 BV1722
 BV1722.The orthometric height was scaled from a topographic map.
 BV1722
 BV1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1722
 BV1722.The geoid height was determined by GEOID03.
 BV1722
 BV1722;                    North         East     Units Scale Factor Converg.
 BV1722;SPC MS E     -   231,559.611   232,415.513   MT  1.00000631   -0 22 22.8
 BV1722;SPC MS E     -   759,708.49    762,516.56   sFT  1.00000631   -0 22 22.8
 BV1722;SPC MS W     -   231,608.962   774,781.858   MT  1.00001895   +0 24 45.8
 BV1722;SPC MS W     -   759,870.40  2,541,930.15   sFT  1.00001895   +0 24 45.8
 BV1722;UTM  16      - 3,497,453.456   258,463.703   MT  1.00031960   -1 20 02.1
 BV1722
 BV1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1722!SPC MS E     -   0.99998620  x   1.00000631  =   0.99999251
 BV1722!SPC MS W     -   0.99998620  x   1.00001895  =   1.00000515
 BV1722!UTM  16      -   0.99998620  x   1.00031960  =   1.00030579
 BV1722
 BV1722:                Primary Azimuth Mark                     Grid Az
 BV1722:SPC MS E     -  BLACKWELL AZ MK                          092 25 03.0
 BV1722:SPC MS W     -  BLACKWELL AZ MK                          091 37 54.4
 BV1722:UTM  16      -  BLACKWELL AZ MK                          093 22 42.3
 BV1722
 BV1722|---------------------------------------------------------------------|
 BV1722| PID    Reference Object                     Distance      Geod. Az  |
 BV1722|                                                           dddmmss.s |
 BV1722| CF9860 BLACKWELL AZ MK                                    0920240.2 |
 BV1722| CF9861 BLACKWELL RM 1                       24.896 METERS 12738     |
 BV1722| BV1615 WALTON                              APPROX.10.8 KM 1494712.1 |
 BV1722| BV1672 BASSFIELD MUNICIPAL TANK            APPROX.21.2 KM 2420609.9 |
 BV1722| CF9862 BLACKWELL RM 2                       40.371 METERS 24416     |
 BV1722|---------------------------------------------------------------------|
 BV1722
 BV1722                          SUPERSEDED SURVEY CONTROL
 BV1722
 BV1722  NAD 83(1986)-  31 35 12.65533(N)    089 32 43.50302(W) AD(       ) 1
 BV1722  NAD 27      -  31 35 12.05600(N)    089 32 43.25700(W) AD(       ) 1
 BV1722
 BV1722.Superseded values are not recommended for survey control.
 BV1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1722.See file dsdata.txt to determine how the superseded data were derived.
 BV1722
 BV1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5846497453(NAD 83)
 BV1722_MARKER: DS = TRIANGULATION STATION DISK
 BV1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1722+STABILITY: SURFACE MOTION
 BV1722
 BV1722  HISTORY     - Date     Condition        Report By
 BV1722  HISTORY     - 1939     MONUMENTED       CGS
 BV1722  HISTORY     - 1956     GOOD             CGS
 BV1722  HISTORY     - 1961     GOOD             USGS
 BV1722  HISTORY     - 1966     GOOD             MSHD
 BV1722  HISTORY     - 1971     MARK NOT FOUND   SHELL
 BV1722  HISTORY     - 1974     MARK NOT FOUND   USGS
 BV1722  HISTORY     - 1974     GOOD             NGS
 BV1722
 BV1722                          STATION DESCRIPTION
 BV1722
 BV1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1722'STATION IS ABOUT 3 MILES NW OF SEMINARY AND JUST SW OF THE CENTER
 BV1722'OF SEC. 7, T 7 N, R 15 W, AND ON THE HIGHEST PART OF A FLAT-TOPPED
 BV1722'RIDGE BETWEEN SWAMP CREEK AND OKATOMA CREEK. IT IS 34 FEET N OF THE
 BV1722'CENTER OF THE ROAD, IN THE N-S FENCE LINE, 26 FEET S OF THE SE
 BV1722'CORNER OF THE BARN AND 20 FEET N OF THE FENCE CORNER. THE MARK
 BV1722'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED
 BV1722'BLACKWELL 1939.
 BV1722'
 BV1722'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1722'BRONZE DISKS SET IN CONCRETE.
 BV1722'
 BV1722'REFERENCE MARK NO.1 IS 81.68 FEET SE OF THE STATION IN THE E AND W
 BV1722'FENCE LINE. IT IS 18 FEET S OF THE CENTER OF THE ROAD AND 4.5 FEET
 BV1722'SW OF A WALNUT TREE AND 16 FEET W OF A FENCE CORNER. THE MARK
 BV1722'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED BLACKWELL NO.1
 BV1722'1939.
 BV1722'
 BV1722'REFERENCE MARK NO.2 IS 132.45 FEET WSW OF THE STATION. IT IS AT THE
 BV1722'NW CORNER OF A GARAGE, 16 FEET N OF THE CENTER OF THE ROAD AND 3
 BV1722'FEET S OF A FENCE CORNER. THE MARK PROJECTS 6 INCHES
 BV1722'ABOVE GROUND AND IS STAMPED BLACKWELL NO.2 1939.
 BV1722'
 BV1722'THE AZIMUTH MARK IS ABOUT 0.25 MILE E OF THE STATION. IT IS IN THE
 BV1722'N-S FENCE LINE, 50 FEET W OF THE CENTER OF THE ROAD AND 40.5 FEET W
 BV1722'OF A TRIANGULAR-BLAZED OAK TREE. THE MARK PROJECTS 4
 BV1722'INCHES ABOVE GROUND AND IS STAMPED BLACKWELL 1939. TO REACH THE
 BV1722'AZIMUTH MARK FROM THE STATION DRIVE E ON THE ROAD FOR 0.35 MILE
 BV1722'TO A WOODS ROAD TO THE LEFT. TURN SHARP LEFT AND DRIVE NW FOR
 BV1722'0.15 MILE TO THE AZIMUTH MARK.
 BV1722'
 BV1722'A 37-FOOT TOWER IS NEEDED AT BLACKWELL TO SEE A 64-FOOT TOWER AT
 BV1722'WALTON.
 BV1722'
 BV1722'A 37-FOOT TOWER IS NEEDED AT BLACKWELL TO SEE A 90-FOOT TOWER AT
 BV1722'MELBA.
 BV1722'
 BV1722'A 37-FOOT TOWER IS NEEDED AT BLACKWELL TO SEE A 90-FOOT TOWER AT
 BV1722'LOTT.
 BV1722'
 BV1722'A 37-FOOT TOWER IS NEEDED AT BLACKWELL TO SEE A 77-FOOT TOWER AT
 BV1722'PRICE 1935.
 BV1722'
 BV1722'A 37-FOOT TOWER IS NEEDED AT BLACKWELL TO SEE A 64-FOOT TOWER AT
 BV1722'RUTLAND 1935.
 BV1722'
 BV1722'TO REACH THE STATION FROM HATTIESBURG, AT THE COURTHOUSE, DRIVE NW
 BV1722'ON U.S. HIGHWAY 49 FOR 22.1 MILES TO A GRAVEL CROSS ROAD. TURN LEFT
 BV1722'ON THIS ROAD AND DRIVE 2.2 MILES TO THE STATION ON THE RIGHT OR N
 BV1722'SIDE OF THE ROAD.
 BV1722'
 BV1722'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1722
 BV1722                          STATION RECOVERY (1956)
 BV1722
 BV1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1722'THE STATION WAS VISITED ON SEPTEMBER 12, 1956. ALL MARKS WERE FOUND
 BV1722'IN GOOD CONDITION. IT WAS FOUND THAT THE MEASURERED DISTANCES FROM
 BV1722'THE STATION TO REFERENCE MARKS 1 AND 2 ARE REVERSED IN THE 1939
 BV1722'DESCRIPTION OF THE STATION. A NEW DESCRIPTION FOLLOWS--
 BV1722'
 BV1722'THE STATION IS LOCATED ABOUT 2.5 MI. NW OF SEMINARY, NEAR THE CENTER
 BV1722'OF SECTION 7, T 7 N, R 15 W, ON A FLAT-TOPPED RIDGE BETWEEN SWAMP
 BV1722'AND OKATOMA CREEKS, AND ON PROPERTY OWNED BY MR. A. BLACKWELL. IT
 BV1722'IS ABOUT 250 FT. E OF A CROSSROAD, 35 FT. N OF THE CENTER OF A
 BV1722'GRAVELED ROAD, 27 FT. S OF THE SE CORNER OF A BARN, 20 FT. N OF A
 BV1722'FENCE CORNR, 11 FT. W OF THE PROJECTED PLANE OF THE E SIDE OF
 BV1722'THE BLACKWELL HOUSE, AND 70 FT. N-NW OF POWER POLE NO. X 33-7 C
 BV1722'11. IT IS A STANDARD DISK, STAMPED BLACKWELL 1939 AND PROJECTING
 BV1722'4 IN.
 BV1722'
 BV1722'REFERENCE MARK 1 IS 132.45 FT. SE OF THE STATION, 18 FT. S OF A
 BV1722'GRAVELED ROAD, 5 FT. S OF A WALNUT TREE, 88 FT. E OF POWER POLE NO.
 BV1722'X 33-7 C 11, AND IN AN E-W FENCE LINE. IT IS A STANDARD DISK,
 BV1722'STAMPED BLACKWELL NO 1 1939 AND PROJECTING 6 IN.
 BV1722'
 BV1722'REFERENCE MARK 2 IS 81.68 FT. SW OF THE STATION, AT THE NW CORNER
 BV1722'OF THE GARAGE, 19 FT. S OF THE CENTER OF A GRAVELED ROAD, AND 43
 BV1722'FT. S-SE OF A LONE CEDAR TREE. IT IS A STANDARD DISK, STAMPED
 BV1722'BLACKWELL NO 2 1939 AND PROJECTING 6 IN.
 BV1722'
 BV1722'THE AZIMUTH MARK IS 0.25 MI. E OF THE STATION, IN A N-S FENCE LINE
 BV1722'WHICH IS ON THE PROJECTED TANGENT OF THE CENTER OF A ROAD LEADING S
 BV1722'OF THE GRAVELED ROAD LEADING TO THE STATION, AND 90 FT. W OF THE
 BV1722'CENTER OF A TRACK ROAD. IT IS ON TOP OF A KNOLL IN A PASTURE. IT
 BV1722'IS A STANDARD DISK, STAMPED BLACKWELL 1939 AND PROJECTING 8
 BV1722'IN.
 BV1722'
 BV1722'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 98 AND
 BV1722'49 AT THE SE CORNER OF THE CAMPUS OF THE MISSISSIPPI SOUTHERN
 BV1722'COLLEGE IN HATTIESBURG, GO N ON U.S. HIGHWAY 49 FOR 19.9 MI. TO A
 BV1722'CROSSROAD (0.45 MI. N OF SEMINARY), TURN LEFT AND GO 2.25 MI. TO
 BV1722'THE STATION ON THE RIGHT.
 BV1722
 BV1722                          STATION RECOVERY (1961)
 BV1722
 BV1722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BV1722'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION. AZIMUTH MARK
 BV1722'NOT FOUND.
 BV1722
 BV1722                          STATION RECOVERY (1966)
 BV1722
 BV1722'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1722'THE STATION WAS VISITED 2-22-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1722'CONDITION.
 BV1722'
 BV1722'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN SEMINARY GO WEST
 BV1722'ON HIGHWAY 590 FOR 0.8 MILES TO HIGHWAY 49, TURN RIGHT AND GO 0.45
 BV1722'MILES TO A CROSSROADS, TURN LEFT AND GO 2.0 MILES TO A GAP AND A
 BV1722'TRACK ROAD RIGHT AND THE AZIMUTH IS LOCATED APPROXIMATELY 700 FEET
 BV1722'UP THE TRACK ROAD ON THE LEFT. TO REACH THE STATION CONTINUE ON
 BV1722'THE MAIN ROAD FROM THE GAP FOR 0.35 MILES TO A HOUSE ON THE LEFT
 BV1722'AND THE STATION ON THE RIGHT AS DESCRIBED. THE STATION DISK IS
 BV1722'STAMPED BLACKWELL (1939) AND PROJECTS 4 INCHES.
 BV1722'
 BV1722'IT IS APPROXIMATELY 250 FEET EAST OF A CROSSROAD, 87.5 FEET EAST
 BV1722'OF A 24 INCH CEDAR, 70 FEET NORHTWEST OF A POWER POLE NO. X33 -
 BV1722'7C11, 63.6 FEET NORTH OF A POWER POLE WITH A STREET LAMP ON IT, AND
 BV1722'35 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.
 BV1722'
 BV1722'R.M. 1 IS 88 FEET EAST OF POWER POLE NO. X33 - 7C11, 18 FEET SOUTH
 BV1722'OF A GRAVEL ROAD, 5 FEET SOUTH OF A WALNUT TREE, STAMPED BLACKWELL
 BV1722'NO.1 (1939) AND PROJECTS 6 INCHES.
 BV1722'
 BV1722'R.M. 2 IS 45 FEET SOUTHEAST OF A LONG CEDAR, 19 FEET SOUTH OF THE
 BV1722'CENTER OF A GRAVEL ROAD AT THE NORTHWEST CORNER OF THE GARAGE,
 BV1722'STAMPED BLACKWELL NO. 2 (1939), AND PROJECTS 6 INCHES.
 BV1722'
 BV1722'THE AZIMUTH MARK IS 90 FEET WEST OF THE TRACK ROAD, 17 FEET
 BV1722'NORTHEAST OF A 12 INCH PINE, 1 FOOT WEST OF A METAL WITNESS POST
 BV1722'IN A NORTH SOUTH FENCE LINE, STAMPED BLACKWELL (1939), AND PROJECTS
 BV1722'8 INCHES.
 BV1722
 BV1722                          STATION RECOVERY (1971)
 BV1722
 BV1722'RECOVERY NOTE BY SHELL OIL COMPANY 1971
 BV1722'STATION WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 BV1722
 BV1722                          STATION RECOVERY (1974)
 BV1722
 BV1722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 BV1722'R.M. 1, R.M. 2 AND AZ. MK. FOUND IN GOOD CONDITION. STATION
 BV1722'PROBABLY DESTROYED BY NEW ROAD WORK.
 BV1722'
 BV1722'DESCRIPTION IS ADEQUATE.
 BV1722
 BV1722                          STATION RECOVERY (1974)
 BV1722
 BV1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 BV1722'THE STATON WAS VISTITED 10-17-74 AND ALL MARKS WERE RECOVERED IN
 BV1722'GOOD CONDITION. THE STATION SURFACE MARK HAS BEEN COVERED WITH FILL
 BV1722'DIRT AND IS NOW 2 FEET BELOW THE SURFACE OF THE GROUND. A NEW
 BV1722'DESCRIPTION FOLLOWS--
 BV1722'
 BV1722'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF SEMINARY, NEAR
 BV1722'THE CENTER OF SECTION 7, T 7N, R 15W ON ROAD RIGHT-OF-WAY.
 BV1722'
 BV1722'TO REACH THE STATION FROM THE POST OFFICE IN SEMINARY GO WEST ON
 BV1722'STATE HIGHWAY 590 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 49.
 BV1722'TURN RIGHT AND GO NORTH ON HIGHWAY 49 FOR 0.45 MILE TO A PAVED SIDE
 BV1722'ROAD ON THE LEFT. TURN LEFT CROSSING THE SOUTH BOUND LANES OF U.S.
 BV1722'HIGHWAY 49 AND GO WESTERLY ON A PAVED ROAD FOR 2.2 MILES TO A
 BV1722'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT. THIS IS 0.05 MILE
 BV1722'BEFORE REACHING A CROSSROAD.
 BV1722'
 BV1722'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BV1722'BLACKWELL 1939, SET IN TOP OF A SQUARE CONCRETE POST, 2 FEET BELOW
 BV1722'THE SURFACE OF THE GROUND. IT IS 117 FEET NORTHWEST OF A POWER POLE
 BV1722'WITH A TRANSFORMER, 63.3 FEET NORTH-NORTHWEST OF THE NORHTEAST
 BV1722'CORNER OF A YARD FENCE, 72.5 FEET NORTH-NORHTEAST OF THE
 BV1722'NORTHWEST CORNER OF THE SAME FENCE, 30.4 FEET SOUTHEAST OF A
 BV1722'TELEPHONE POLE, 15.5 FEET NORTH OF THE CENTERLINE OF A PAVED
 BV1722'ROAD, 13.5 FEET WEST OF THE CENTER OF A TRACK ROAD, AND 13.3 FEET
 BV1722'SOUTH OF A METAL WITNESS POST AND SIGN.
 BV1722'
 BV1722'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV1722'BLACKWELL NO 1 1939, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 BV1722'6 INCHES. IT IS 132.5 FEET SOUTHEAST OF THE STATION MARK, 72.5 FEET
 BV1722'SOUTH-SOUTHWEST OF A POWER POLE, 62.5 FEET NORTH-NORHTWEST OF A
 BV1722'POLE WITH A YARD LIGHT, 35.0 FEET SOUTH OF THE CENTER OF A PAVED
 BV1722'ROAD, 28.6 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 BV1722'28.5 FEET WEST OF THE CENTER OF A DRIVEWAY.
 BV1722'
 BV1722'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV1722'BLACKWELL NO 2 1939, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 BV1722'5 INCHES. IT IS 81.7 FEET SOUTHWEST OF THE STATION MARK, 36 FEET
 BV1722'SOUTH OF THE CENTER OF A PAVED ROAD, 25.5 FEET WEST-NORTHWEST OF
 BV1722'THE NORTHWEST CORNER OF A YARD FENCE AND 9.3 FEET EAST-NORTHEAST
 BV1722'OF A 24 INCH PECAN TREE.
 BV1722'
 BV1722'THE AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED BLACKWELL 1939,
 BV1722'SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES. IT IS
 BV1722'0.25 MILE EAST OF THE STATION AT THE WEST EDGE OF A PASTURE FIELD,
 BV1722'17 FEET NORTHEAST OF A 20 INCH PINE TREE, 1 FOOT EAST OF A NORTH-SOUTH
 BV1722'FENCE LINE BETWEEN PINEWOOD AND A PASTURE FIELD, AND 1 FOOT
 BV1722'WEST OF A METAL WITNESS POST AND SIGN.
 BV1722'
 BV1722'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT THIS TIME DUE
 BV1722'TO PINE WOODS.
 BV1722'
 BV1722'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A PAVED ROAD
 BV1722'FOR 0.35 MILE TO A GAP IN THE FENCE ON THE LEFT. TURN LEFT THROUGH
 BV1722'THE GAP AND GO NORTHWEST ACROSS AN OPEN PASTURE FOR ABOUT 0.2 MILE
 BV1722'TO THE HIGHEST GROUND AND THE MARK AS DESCRIBED.
 BV1722'
 BV1722'NO OBSERVATION AT THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1943 ***********************************************************************
 DK1943  DESIGNATION -  BLAINE
 DK1943  PID         -  DK1943
 DK1943  STATE/COUNTY-  MS/SUNFLOWER
 DK1943  USGS QUAD   -  SUNFLOWER (1966)
 DK1943
 DK1943                         *CURRENT SURVEY CONTROL
 DK1943  ___________________________________________________________________
 DK1943* NAD 83(1993)-  33 35 31.99073(N)    090 31 17.65188(W)     ADJUSTED  
 DK1943* NAVD 88     -        36.97   (+/-2cm)     121.3    (feet)  VERTCON   
 DK1943  ___________________________________________________________________
 DK1943  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DK1943  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK1943  HORZ ORDER  -  SECOND
 DK1943  VERT ORDER  -  THIRD ? (See Below)
 DK1943
 DK1943.The horizontal coordinates were established by classical geodetic methods
 DK1943.and adjusted by the National Geodetic Survey in May 1994.
 DK1943
 DK1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1943.The vertical order pertains to the NGVD 29 superseded value.
 DK1943
 DK1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1943
 DK1943.The geoid height was determined by GEOID03.
 DK1943
 DK1943;                    North         East     Units Scale Factor Converg.
 DK1943;SPC MS W     -   453,734.888   682,528.004   MT  0.99995376   -0 06 14.9
 DK1943;SPC MS W     - 1,488,628.55  2,239,260.63   sFT  0.99995376   -0 06 14.9
 DK1943;UTM  15      - 3,719,696.855   729,993.531   MT  1.00025218   +1 22 18.7
 DK1943
 DK1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1943!SPC MS W     -   0.99999833  x   0.99995376  =   0.99995209
 DK1943!UTM  15      -   0.99999833  x   1.00025218  =   1.00025051
 DK1943
 DK1943|---------------------------------------------------------------------|
 DK1943| PID    Reference Object                     Distance      Geod. Az  |
 DK1943|                                                           dddmmss.s |
 DK1943| CY5289 BLAINE RM 1                          26.579 METERS 01907     |
 DK1943| CY5290 BLAINE RM 2                          22.729 METERS 13234     |
 DK1943| DK1949 KING                                APPROX.11.1 KM 2764917.5 |
 DK1943| CY5288 BLAINE AZ MK                                       3561547.3 |
 DK1943| DK1937 DODDSVILLE FARM GIN CO CYCLONE      APPROX. 6.9 KM 3582424.8 |
 DK1943|---------------------------------------------------------------------|
 DK1943
 DK1943                          SUPERSEDED SURVEY CONTROL
 DK1943
 DK1943  NAD 83(1986)-  33 35 32.00127(N)    090 31 17.64839(W) AD(       ) 2
 DK1943  NAD 27      -  33 35 31.58340(N)    090 31 17.32600(W) AD(       ) 2
 DK1943  NGVD 29 (07/19/86)   37.06   (m)          121.6    (f) LEVELING    3  
 DK1943
 DK1943.Superseded values are not recommended for survey control.
 DK1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1943.See file dsdata.txt to determine how the superseded data were derived.
 DK1943
 DK1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2999419697(NAD 83)
 DK1943_MARKER: DS = TRIANGULATION STATION DISK
 DK1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1943
 DK1943  HISTORY     - Date     Condition        Report By
 DK1943  HISTORY     - 1957     MONUMENTED       CGS
 DK1943  HISTORY     - 1965     GOOD             USGS
 DK1943  HISTORY     - 1966     GOOD             CGS
 DK1943  HISTORY     - 1967     GOOD             CGS
 DK1943
 DK1943                          STATION DESCRIPTION
 DK1943
 DK1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1943'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF DODDSVILLE,
 DK1943'3-1/2 MILES NORTH OF SUNFLOWER, AND 1.0 MILE SOUTH OF BLAINE,
 DK1943'IN THE NORTHWEST QUARTER OF SECTION 21, T 20 N, R 3 W,
 DK1943'AND ON LAND OWNED BY MR. SAM CLOWERS.
 DK1943'
 DK1943'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY
 DK1943'49W, AT THE SOUTHERN EDGE OF SUNFLOWER, GO NORTH ON HIGHWAY
 DK1943'49W FOR 3.95 MILES TO A CROSSROAD.  TURN RIGHT, GO EASTERLY
 DK1943'ON A GRAVEL ROAD FOR 0.1 MILE TO STATION ON THE RIGHT.
 DK1943'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON THE GRAVEL ROAD
 DK1943'WHICH RUNS PARALLEL WITH HIGHWAY 49W FOR 0.25 MILE TO THE MARK
 DK1943'ON THE LEFT.
 DK1943'
 DK1943'STATION MARKS ARE STANDARD DISKS STAMPED BLAINE 1957.  THE
 DK1943'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DK1943'SURFACE OF THE GROUND.  IT IS 200 FEET EAST OF THE CENTER
 DK1943'OF GRAVEL ROAD, 106 FEET NORTH-NORTHEAST OF THE NORTHWEST
 DK1943'CORNER OF BARN, 49 FEET SOUTH-SOUTHEAST OF THE NORTH ONE OF TWO
 DK1943'TREES, AND 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DK1943'HOUSE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 DK1943'CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 DK1943'
 DK1943'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLAINE NO
 DK1943'1 1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 DK1943'INCHES.  IT IS 56 FEET EAST-NORTHEAST OF THE NORTH ONE OF
 DK1943'TWO TREES, 24 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE,
 DK1943'AND 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE.
 DK1943'
 DK1943'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLAINE NO 2 1957,
 DK1943'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DK1943'IT IS 74 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DK1943'HOUSE, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN,
 DK1943'AND 3 FEET NORTH OF THE NORTHEAST CORNER OF BARN LOT.
 DK1943'
 DK1943'AZIMUTH MARK IS A STANDARD DISK STAMPED BLAINE 1957, SET IN
 DK1943'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 55
 DK1943'FEET EAST OF THE CENTER LINE OF HIGHWAY 49W, 49 FEET WEST
 DK1943'OF THE CENTER OF GRAVEL ROAD, AND 3-1/2 FEET SOUTH OF A POWER
 DK1943'LINE POLE.  A STANDARD WITNESS POST WAS SET 2 FEET NORTHEAST
 DK1943'OF THE MARK.
 DK1943'
 DK1943'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1943
 DK1943                          STATION RECOVERY (1965)
 DK1943
 DK1943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK1943'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 DK1943'WAS DESTROYED.  FOUND ON TOP OF GROUND.  R.M. 2 TABLET GONE,
 DK1943'POST WAS IN PLACE - STEM VISIBLE IN CONCRETE.  AZIMUTH
 DK1943'MARK WAS DESTROYED.
 DK1943
 DK1943                          STATION RECOVERY (1966)
 DK1943
 DK1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DK1943'THE STATION WAS VISITED 7-20-66 AND THE STATION MARK WAS
 DK1943'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND NO., 2
 DK1943'AND THE AZIMUTH MARK WERE FOUND DESTROYED AT THIS DATE.
 DK1943'REFERENCE MARK NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 DK1943'THE HOUSE MENTIOND IN THE ORIGINAL DESCRIPTION HAS BEEN TORN
 DK1943'DOWN.  A NEW DESCRIPTION FOLLOWS--
 DK1943'
 DK1943'THE STATION IS LOCATED 3.5 MILES N. OF SUNFLOWER, 4.5 MILES
 DK1943'S. OF DODDSVILLE AND 1 MILE SOUTH OF BLAINE IN THE NW 1/4
 DK1943'OF SEC. 21, T 20 N, R 3 W, ON LAND OWNED BY SAM GLOWERS AND
 DK1943'FARMED BY BRULE MORGAN.  IT IS 0.1 MILE EAST OF U.S. HIGHWAY
 DK1943'49W, 49.5 FEET SSE OF A BLACK LOCAST TREE, 105 FEET NNE OF THE
 DK1943'NW CORNER OF A LARGE BARN, 102 FEET NNW OF THE NE CORNER OF
 DK1943'THE LARGE BARN, 111 FEET SSW OF A POWER POLE, 59 FEET E. OF
 DK1943'A DITCH AND 1 FOOT E. OF A METAL WITNESS POST.  IT IS A
 DK1943'STANDARD DISK, STAMPED BLAINE 1957 FLUSH WITH THE GROUND.
 DK1943'
 DK1943'REFERENCE MARK NO. 3 IS NW OF THE STATION, 3.5 FEET SW OF
 DK1943'A 3-FOOT BLACK LOCUST TREE, 83 FEET SW OF A POWER POLE, 37
 DK1943'FEET E. OF A DITCH AND 1 FOOT N. OF A METAL WITNESS POST.
 DK1943'IT IS A STANDARD DISK, STAMPED BLAINE 1957 NO 3 1966,
 DK1943'PROJECTING 10 INCHES.
 DK1943'
 DK1943'REFERENCE MARK NO. 4 IS 106.83 FEET SW OF THE STATION, 2 FEET
 DK1943'W OF THE NW CORNER OF THE LARGE BARN, 12 FEET E. OF THE
 DK1943'CENTER OF A DITCH, 1 FOOT S. OF A METAL WITNESS POST.
 DK1943'IT IS A STANDARD DISK, STAMPED BLAINE 1957 NO 4 1966,
 DK1943'PROJECTING 4 INCHES.
 DK1943'
 DK1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W
 DK1943'AND STATE HIGHWAY 3 AT THE SOUTHERN EDGE OF SUNFLOWER, GO N.
 DK1943'ON U.S. HIGHWAY 49W FOR 3.95 MILE TO A SIDE ROAD RIGHT,
 DK1943'TURN RIGHT AND GO 50 YARDS TO A SHELL FARM ROAD RIGHT,
 DK1943'TURN RIGHT AND GO SOUTH ON SHELL FARM ROAD FOR 0.15 MILE
 DK1943'TO THE STATION ON THE LEFT.
 DK1943'
 DK1943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DK1943'N OF SUNFLOWER.
 DK1943
 DK1943                          STATION RECOVERY (1967)
 DK1943
 DK1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HBT)
 DK1943'THE STATION WAS VISITED 9-15-67 AND THE STATION MARK,
 DK1943'REFERENCE MARK, NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.
 DK1943'THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE.
 DK1943'
 DK1943'THE STATION IS LOCATED 3.5 MILES NORTH OF SUNFLOWER AND 1
 DK1943'MILE SOUTH OF BLAINE IN THE NORTHWEST 1/4 OF SECTION 21, T
 DK1943'20 N, R 3 W, AND ON PROPERTY OWNED BY MR. SAM GLOWERS AND
 DK1943'FARMED BY BRULE MORGAN.  IT IS 0.1 MILE EAST OF HIGHWAY
 DK1943'49W, 49.5 FEET SOUTH SOUTHEAST OF A 30 INCH BLACK LOCUST,
 DK1943'43 FEET EAST OF THE CENTER OF THE FIELD ROAD, 111 FEET
 DK1943'SOUTH SOUTHWEST OF A POWER POLE, 58 FEET EAST OF A DITCH,
 DK1943'105 FEET NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE
 DK1943'CONCRETE FOUNDATION FOR THE BARN, 102 FEET NORTH NORTHWEST
 DK1943'OF THE NORTHEAST CORNER OF THE FOUNDATION AND 1 FOOT EAST OF
 DK1943'A METAL WITNESS POST.
 DK1943'
 DK1943'IT IS A STANDARD TRIAGULATION DISK, STAMPED BLAINE 1957
 DK1943'FLUSH WITH THE GROUND.
 DK1943'
 DK1943'REFERENCE MARK NO. 3 IS 47.99 FEET NORTHWEST OF THE STATION.
 DK1943'IT IS 15 FEET EAST OF THE CENTER OF A TRACK ROAD, 3 FEET
 DK1943'SOUTHWEST OF A 30 INCH BLACK LOCUST, 83 FEET SOUTHWEST
 DK1943'OF A POWER POLE, 37 FEET EAST OF A DITCH AND 1 FOOT NORTH
 DK1943'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DK1943'BLAINE 1957 NO. 3 1966, PROJECTING 10 INCHES.
 DK1943'
 DK1943'REFERENCE MARK NO. 4 IS 106.83 FEET SOUTHWEST OF THE STATION.
 DK1943'IT IS 10 FEET EAST OF THE CENTER OF THE FIELD ROAD 22 FEET
 DK1943'EAST OF THE CENTER OF A DITCH, 2 FEET WEST OF THE NORTHWEST
 DK1943'CORNER OF THE FOUNDATION FOR THE BARN AND 1 FOOT SOUTH OF
 DK1943'A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 DK1943'STAMPED BLAINE 1957 NO. 4 1966, PROJECTING 4 INCHES.
 DK1943'
 DK1943'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS
 DK1943'143.71 FEET.
 DK1943'
 DK1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W
 DK1943'AND MISSISSIPPI HIGHWAY 3 AT THE SOUTH EDGE OF SUNFLOWER
 DK1943'GO NORTH ON U.S. HIGHWAY 49W FOR 3.05 MILES TO A CROSSROADS.
 DK1943'CONTINUE NORTHEAST ON U.S. HIGHWAY 49W FOR 0.95 MILE TO A SIDE
 DK1943'ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE ON A BLACKTOP ROAD
 DK1943'FOR 0.05 MILE TO A FIELD CROSSROADS.  TURN RIGHT (SOUTH)
 DK1943'AND CONTINUE ON THE FIELD ROAD FOR 0.15 MILE TO A LONE
 DK1943'LOCUST TREE AND THE STATION ON THE LEFT AS DESCRIBED.
 DK1943'
 DK1943'THE MARK WAS VISITED BY A.K. HANSEN, BUT COULD NOT FIND
 DK1943'A DESIRABLE LOCATION FOR A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0962 ***********************************************************************
 CP0962  DESIGNATION -  BLANTON AZ MK
 CP0962  PID         -  CP0962
 CP0962  STATE/COUNTY-  MS/SHARKEY
 CP0962  USGS QUAD   -  ONWARD (1988)
 CP0962
 CP0962                         *CURRENT SURVEY CONTROL
 CP0962  ___________________________________________________________________
 CP0962* NAD 83(1986)-  32 44 32.     (N)    090 56 06.     (W)     SCALED    
 CP0962* NAVD 88     -        29.525  (meters)      96.87   (feet)  ADJUSTED  
 CP0962  ___________________________________________________________________
 CP0962  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0962  DYNAMIC HT  -          29.492 (meters)      96.76  (feet)  COMP
 CP0962  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CP0962
 CP0962  VERT ORDER  -  FIRST     CLASS I
 CP0962
 CP0962.The horizontal coordinates were scaled from a topographic map and have
 CP0962.an estimated accuracy of +/- 6 seconds.
 CP0962
 CP0962.The orthometric height was determined by differential leveling
 CP0962.and adjusted in June 1991.
 CP0962
 CP0962.The geoid height was determined by GEOID03.
 CP0962
 CP0962.The dynamic height is computed by dividing the NAVD 88
 CP0962.geopotential number by the normal gravity value computed on the
 CP0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0962.degrees latitude (g = 980.6199 gals.).
 CP0962
 CP0962.The modeled gravity was interpolated from observed gravity values.
 CP0962
 CP0962;                    North         East    Units  Estimated Accuracy
 CP0962;SPC MS W     -   359,610.      643,610.      MT  (+/- 180 meters Scaled)
 CP0962
 CP0962                          SUPERSEDED SURVEY CONTROL
 CP0962
 CP0962  NGVD 29 (??/??/92)   29.606  (m)           97.13   (f) ADJ UNCH    1 1
 CP0962
 CP0962.Superseded values are not recommended for survey control.
 CP0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0962.See file dsdata.txt to determine how the superseded data were derived.
 CP0962
 CP0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS934245(NAD 83)
 CP0962_MARKER: DZ = AZIMUTH MARK DISK
 CP0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0962_STAMPING: BLANTON 1958
 CP0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0962+STABILITY: SURFACE MOTION
 CP0962
 CP0962  HISTORY     - Date     Condition        Report By
 CP0962  HISTORY     - 1958     MONUMENTED       CGS
 CP0962  HISTORY     - 1973     GOOD             NGS
 CP0962  HISTORY     - 19851201 MARK NOT FOUND   USGS
 CP0962  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0962
 CP0962                          STATION DESCRIPTION
 CP0962
 CP0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0962'4.5 MI S FROM CARY.
 CP0962'ABOUT 4.5 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0962'AT CARY, ABOUT 70 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CP0962'ABOUT 0.4 MILE SOUTH OF THE BLANTON STORE, 2 POWER POLES
 CP0962'NORTH-NORTHEAST OF A CURVE IN THE HIGHWAY, 55 FEET SOUTHWEST OF POWER
 CP0962'POLE NO. 97, ABOUT 7.5 FEET NORTHWEST OF ROW OF POLES, AND 6 FEET
 CP0962'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CP0962'PROJECTING 5 INCHES.  SEC 5, T 10N, R 7W.  NOTE-- MARK IS AT EDGE OF
 CP0962'FIELD AND HAS BEEN CHIPPED ON ALL SIDES, DISK SLIGHTLY TURNED UP ON
 CP0962'NORTH EDGE.
 CP0962
 CP0962                          STATION RECOVERY (1985)
 CP0962
 CP0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (FSS)
 CP0962'MARK NOT FOUND.
 CP0962
 CP0962                          STATION RECOVERY (1992)
 CP0962
 CP0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0962'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0964 ***********************************************************************
 CP0964  DESIGNATION -  BLANTON RESET
 CP0964  PID         -  CP0964
 CP0964  STATE/COUNTY-  MS/SHARKEY
 CP0964  USGS QUAD   -  ONWARD (1988)
 CP0964
 CP0964                         *CURRENT SURVEY CONTROL
 CP0964  ___________________________________________________________________
 CP0964* NAD 83(1993)-  32 44 51.15654(N)    090 55 52.58912(W)     ADJUSTED  
 CP0964* NAVD 88     -        30.375  (meters)      99.66   (feet)  ADJUSTED  
 CP0964  ___________________________________________________________________
 CP0964  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CP0964  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0964  DYNAMIC HT  -          30.342 (meters)      99.55  (feet)  COMP
 CP0964  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CP0964
 CP0964  HORZ ORDER  -  SECOND
 CP0964  VERT ORDER  -  FIRST     CLASS II
 CP0964
 CP0964.The horizontal coordinates were established by classical geodetic methods
 CP0964.and adjusted by the National Geodetic Survey in May 1994.
 CP0964
 CP0964.The orthometric height was determined by differential leveling
 CP0964.and adjusted in July 1994.
 CP0964.WARNING-Repeat measurements at this control monument indicate possible
 CP0964.vertical movement.
 CP0964
 CP0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0964
 CP0964.The geoid height was determined by GEOID03.
 CP0964
 CP0964.The dynamic height is computed by dividing the NAVD 88
 CP0964.geopotential number by the normal gravity value computed on the
 CP0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0964.degrees latitude (g = 980.6199 gals.).
 CP0964
 CP0964.The modeled gravity was interpolated from observed gravity values.
 CP0964
 CP0964;                    North         East     Units Scale Factor Converg.
 CP0964;SPC MS W     -   360,200.949   643,964.232   MT  0.99998870   -0 19 24.4
 CP0964;SPC MS W     - 1,181,759.28  2,112,739.32   sFT  0.99998870   -0 19 24.4
 CP0964;UTM  15      - 3,625,193.401   693,817.782   MT  1.00006322   +1 07 09.8
 CP0964
 CP0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0964!SPC MS W     -   0.99999939  x   0.99998870  =   0.99998809
 CP0964!UTM  15      -   0.99999939  x   1.00006322  =   1.00006261
 CP0964
 CP0964:                Primary Azimuth Mark                     Grid Az
 CP0964:SPC MS W     -  CARY                                     008 34 55.6
 CP0964:UTM  15      -  CARY                                     007 08 21.4
 CP0964
 CP0964|---------------------------------------------------------------------|
 CP0964| PID    Reference Object                     Distance      Geod. Az  |
 CP0964|                                                           dddmmss.s |
 CP0964| CP0974 CARY                                APPROX. 8.2 KM 0081531.2 |
 CP0964| CP0965 BLANTON RM 1                         25.884 METERS 10313     |
 CP0964| CP0963 BLANTON RM 2                         56.394 METERS 18747     |
 CP0964| CP2805 ONWARD SO NATURAL GAS CO TANK       APPROX. 3.5 KM 1950727.4 |
 CP0964| CP0962 BLANTON AZ MK                                      2112542.6 |
 CP0964| CP2825 TALLULA TEX E TRANSM MICROWAVE      APPROX.12.3 KM 2774357.9 |
 CP0964|---------------------------------------------------------------------|
 CP0964
 CP0964                          SUPERSEDED SURVEY CONTROL
 CP0964
 CP0964  NAD 83(1986)-  32 44 51.16873(N)    090 55 52.58340(W) AD(       ) 2
 CP0964  NAD 27      -  32 44 50.69380(N)    090 55 52.21090(W) AD(       ) 2
 CP0964  NAVD 88 (06/15/91)   30.345  (m)           99.56   (f) UNKNOWN     1 2
 CP0964  NGVD 29 (??/??/92)   30.426  (m)           99.82   (f) ADJ UNCH    1 2
 CP0964
 CP0964.Superseded values are not recommended for survey control.
 CP0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0964.See file dsdata.txt to determine how the superseded data were derived.
 CP0964
 CP0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9381825193(NAD 83)
 CP0964_MARKER: DS = TRIANGULATION STATION DISK
 CP0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0964_SP_SET: CONCRETE POST
 CP0964_STAMPING: BLANTON 1958 1970
 CP0964_MARK LOGO: CGS   
 CP0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0964+STABILITY: SURFACE MOTION
 CP0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0964+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0964
 CP0964  HISTORY     - Date     Condition        Report By
 CP0964  HISTORY     - 1958     MONUMENTED       CGS
 CP0964  HISTORY     - 1970     SEE DESCRIPTION  NGS
 CP0964  HISTORY     - 1973     GOOD             NGS
 CP0964  HISTORY     - 1973     GOOD             NGS
 CP0964  HISTORY     - 19920130 GOOD             NGS
 CP0964
 CP0964                          STATION DESCRIPTION
 CP0964
 CP0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP0964'STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH OF CARY, 1-3/4
 CP0964'MILES NORTH-NORTHEAST OF THE SMALL VILLAGE OF ONWARD, ON
 CP0964'THE WEST SIDE OF U.S. HIGHWAY 61, NEAR THE BLANTON GIN AND
 CP0964'STORE, ON A STRIP OF LAND BETWEEN DEER CREEK AND TRACK ROAD
 CP0964'LEADING WEST, IN THE NORTHEAST CORNER OF SECTION 5, R 7 W,
 CP0964'T 10 N.  PROPERTY IS OWNED BY MR. MILTON KLINE.
 CP0964'
 CP0964'REACHED FROM THE TRAFFIC LIGHT NEAR THE METHODIST CHURCH
 CP0964'IN CARY, BY GOING SOUTHERLY ON U.S. HIGHWAY 61 FOR 4.25
 CP0964'MILES TO THE BLANTON STORE ON THE LEFT AND SIDE ROAD RIGHT,
 CP0964'TURN RIGHT, WEST, ON TRACK ROAD FOR 150 FEET TO THE MARK
 CP0964'ON THE RIGHT.
 CP0964'
 CP0964'STATION MARKS ARE STANDARD DISKS, STAMPED BLANTON 1958.
 CP0964'THE SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE,
 CP0964'CONCRETE POST PROJECTING 6 INCHES.  IT IS 274 FEET WEST
 CP0964'OF THE SOUTHWEST CORNER OF THE BLANTON STORE, 146 FEET NORTHWEST
 CP0964'OF THE CENTER OF U.S. HIGHWAY 61, 85 FEET WEST-NORTHWEST
 CP0964'OF A POWERLINE POLE, 21 FEET NORTH OF THE CENTER OF A TRACK
 CP0964'ROAD LEADING WEST AND 18 FEET SOUTH OF THE SOUTH BANK OF
 CP0964'DEER CREEK.  A WHITE WITNESS POST WAS SET 2 FEET WEST OF
 CP0964'THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 CP0964'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 CP0964'
 CP0964'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLANTON NO
 CP0964'1 1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CP0964'PROJECTING 6 INCHES.  IT IS 61 FEET NORTHWEST OF THE CENTER
 CP0964'OF HIGHWAY 61, 38 FEET SOUTH OF THE CENTER OF THE TRACK
 CP0964'ROAD AND 2 FEET SOUTH OF A POWERLINE POLE.
 CP0964'
 CP0964'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLANTON NO
 CP0964'2 1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CP0964'PROJECTING 5 INCHES.  IT IS 160 FEET SOUTH OF THE CENTER
 CP0964'OF THE TRACK ROAD, 59 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 CP0964'61 AND 2 FEET NORTH OF A POWERLINE POLE.
 CP0964'
 CP0964'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLANTON 1958, SET
 CP0964'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP0964'5 INCHES.  IT IS 70 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 CP0964'61, 55 FEET SOUTHWEST OF A POWERLINE POLE AND 3 FEET SOUTHEAST
 CP0964'OF A ROAD RIGHT-OF-WAY FENCE CORNER POST.  A WHITE WITNESS
 CP0964'POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 CP0964'
 CP0964'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 CP0964'HIGHWAY 61 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 CP0964'
 CP0964'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP0964
 CP0964                          STATION RECOVERY (1970)
 CP0964
 CP0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CP0964'THE STATION WAS VISITED 8-19-70 AND THE STATION UNDERGROUND
 CP0964'MARK, REFERENCE MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 CP0964'WERE FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK
 CP0964'WAS FOUND DESTROYED.  THE UNDERGROUND MARK WAS LOWERED IN
 CP0964'ITS ORIGINAL POSITION AND A NEW SURFACE MARK ESTABLISHED.
 CP0964'8 INCHES BELOW THE SURFACE OF THE GROUND.  A NEW DESCRIPTION
 CP0964'FOLLOWS--
 CP0964'
 CP0964'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF GARY, 1.75
 CP0964'MILES NNE OF THE SMALL VILLAGE OF ONWARD, ON THE WEST SIDE
 CP0964'OF U.S. HIGHWAY 61, ACROSS THE HIGHWAY FROM THE BLANTON
 CP0964'GIN, ON A NARROW STRIP OF GROUND BETWEEN DEER CREEK AND
 CP0964'A FIELD ROAD LEADING SOUTHWEST, ON LAND OWNED BY MR. MILTON
 CP0964'KLINE.  IT IS 137 FEET NW OF THE CENTER OF U.S. HIGHWAY
 CP0964'61, 274 FEET WEST OF THE SOUTHWEST CORNER OF THE BLANTON
 CP0964'STORE, 27 FEET SOUTH OF THE SOUTH BANK OF DEER CREEK, 85
 CP0964'FEET NW OF A POWER POLE, 6 FEET NORTH OF THE CENTER OF THE
 CP0964'FIELD ROAD, 106 FEET ENE OF A POWER POLE, 2 FEET NORTH OF
 CP0964'THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE WITH
 CP0964'WHITE ASBESTOS SIDING AND 9 FEET SOUTH OF A METAL WITNESS
 CP0964'POST.  IT IS A TRIANGULATION STATION DISK, STAMPED
 CP0964'BLANTON 1958 1970, 8 INCHES BELOW THE SURFACE OF THE
 CP0964'GROUND.
 CP0964'
 CP0964'REFERENCE MARK NO. 1 IS 84.92 FEET ESE OF THE STATION, 57
 CP0964'FEET NW OF THE CENTER OF U.S. HIGHWAY 61, 25 FEET NE OF
 CP0964'THE PROJECTED PLANE OF THE SOUTH WALL OF THE WHITE HOUSE
 CP0964'WITH ASBESTOES SIDING, 40 FEET SOUTH OF THE FIELD ROAD,
 CP0964'2 FEET SOUTH OF A POWER POLE WITH A BRACE, AND 1 FOOT NW
 CP0964'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 CP0964'BLANTON NO 1 1958, PROJECTING 4 INCHES.
 CP0964'
 CP0964'REFERENCE MARK NO. 2 IS 185.02 FEET SSW OF THE STATION,
 CP0964'58 FEET NW OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF
 CP0964'A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT
 CP0964'3 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT IS A REFERENCE
 CP0964'MARK DISK, STAMPED BLANTON NO 2 1958, PROJECTING 4 INCHES.
 CP0964'
 CP0964'THE AZIMUTH MARK IS 0.4 MILE SSW OF THE STATION.  IT IS
 CP0964'70 FEET NW OF THE CENTER OF U.S. HIGHWAY 61, 55 FEET SOUTHWEST
 CP0964'OF A POWER POLE NO 97, 7.5 FEET NW OF A ROW OF POLES, AND
 CP0964'1 FOOT SE OF A METAL WITNESS POST.  IT IS ABOUT 6 FEET BELOW
 CP0964'THE LEVEL OF THE HIGHWAY.  IT IS AN AZIMUTH MARK DISK, STAMPED
 CP0964'BLANTON 1958, PROJECTING 6 INCHES.
 CP0964'
 CP0964'TO REACH THE STATION FROM THE METHODIST CHURCH IN GARY,
 CP0964'GO SOUTH ON U.S. HIGHWAY 61 FOR 4.3 MILES TO THE STATION
 CP0964'ON THE RIGHT, JUST AFTER CROSSING THE BRIDGE OVER DEER CREEK.
 CP0964'CONTINUE SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP0964'
 CP0964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.1 MILES
 CP0964'SOUTH OF GARY.
 CP0964
 CP0964                          STATION RECOVERY (1973)
 CP0964
 CP0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 CP0964'THE STATION, R.M. 1, R.M. 2 WAS RECOVERED IN GOOD CONDITION.
 CP0964'
 CP0964'THE AZIMUTH MARK WAS RECOVERED IN FAIR CONDITION, THE MARK
 CP0964'IS LOCATED AT THE EDGE OF A FIELD AND HAS BEEN CHIPPED ON
 CP0964'ALL SIDES, DISK SLIGHTLY TURNED UP ON THE NORTH SIDE.
 CP0964'
 CP0964'THE ORIGINAL DESCRIPTION.  TO REACH IS ADEQUATE AS DESCRIBED
 CP0964'IN QUAD 320904 STATION 1029 DATED JULY 1960.
 CP0964'
 CP0964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/4
 CP0964'MILES SOUTH OF CARY, 1-3/4 MILES NORTH-NORTHEAST OF ONWARD.
 CP0964
 CP0964                          STATION RECOVERY (1973)
 CP0964
 CP0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0964'4.1 MI S FROM CARY.
 CP0964'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0964'AT CARY, ABOUT 137 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CP0964'0.1 MILE SOUTHWEST OF THE JUNCTION WITH AN ASPHALT ROAD AT A SMALL
 CP0964'SETTLEMENT OF BLANTON, 274 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 CP0964'FROM THE BLANTON STORE, ON THE SOUTH BANK OF DEER CREEK, 85 FEET
 CP0964'NORTHWEST OF A POWER POLE, 106 FEET EAST-NORTHEAST OF A POWER POLE, 8
 CP0964'FEET NORTH OF THE CENTERLINE OF A FIELD ROAD, 9 FEET SOUTH OF A METAL
 CP0964'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST 15-INCHES
 CP0964'UNDERGROUND.  SEC 5, T 10N, R 7W.
 CP0964
 CP0964                          STATION RECOVERY (1992)
 CP0964
 CP0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0964'19.4 KM (12.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0964'OF STATE HIGHWAY 14 IN ROLLING FORK, 56.4 M (185.0 FT) NORTH OF
 CP0964'REFERENCE MARK 2, 41.8 M (137.1 FT) NORTHWEST OF THE HIGHWAY
 CP0964'CENTERLINE, 25.9 M (85.0 FT) WEST-NORTHWEST OF REFERENCE MARK 1, 5.4
 CP0964'M (17.7 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 1.8 M (5.9 FT) NORTH
 CP0964'OF THE CENTER OF A FIELD ROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 CP0964'HIGHWAY, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND
 CP0964'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0965 ***********************************************************************
 CP0965  DESIGNATION -  BLANTON RM 1
 CP0965  PID         -  CP0965
 CP0965  STATE/COUNTY-  MS/SHARKEY
 CP0965  USGS QUAD   -  ONWARD (1988)
 CP0965
 CP0965                         *CURRENT SURVEY CONTROL
 CP0965  ___________________________________________________________________
 CP0965* NAD 83(1986)-  32 44 50.     (N)    090 55 52.     (W)     SCALED    
 CP0965* NAVD 88     -        30.362  (meters)      99.61   (feet)  ADJUSTED  
 CP0965  ___________________________________________________________________
 CP0965  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0965  DYNAMIC HT  -          30.329 (meters)      99.50  (feet)  COMP
 CP0965  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CP0965
 CP0965  VERT ORDER  -  FIRST     CLASS II
 CP0965
 CP0965.The horizontal coordinates were scaled from a topographic map and have
 CP0965.an estimated accuracy of +/- 6 seconds.
 CP0965
 CP0965.The orthometric height was determined by differential leveling
 CP0965.and adjusted in July 1994.
 CP0965
 CP0965.The geoid height was determined by GEOID03.
 CP0965
 CP0965.The dynamic height is computed by dividing the NAVD 88
 CP0965.geopotential number by the normal gravity value computed on the
 CP0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0965.degrees latitude (g = 980.6199 gals.).
 CP0965
 CP0965.The modeled gravity was interpolated from observed gravity values.
 CP0965
 CP0965;                    North         East    Units  Estimated Accuracy
 CP0965;SPC MS W     -   360,170.      643,980.      MT  (+/- 180 meters Scaled)
 CP0965
 CP0965                          SUPERSEDED SURVEY CONTROL
 CP0965
 CP0965  NAVD 88 (06/15/91)   30.340  (m)           99.54   (f) UNKNOWN     1 2
 CP0965  NGVD 29 (??/??/92)   30.421  (m)           99.81   (f) ADJ UNCH    1 2
 CP0965
 CP0965.Superseded values are not recommended for survey control.
 CP0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0965.See file dsdata.txt to determine how the superseded data were derived.
 CP0965
 CP0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS938251(NAD 83)
 CP0965_MARKER: DR = REFERENCE MARK DISK
 CP0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0965_SP_SET: CONCRETE POST
 CP0965_STAMPING: BLANTON NO 1 1958
 CP0965_MARK LOGO: CGS   
 CP0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0965+STABILITY: SURFACE MOTION
 CP0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0965+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0965
 CP0965  HISTORY     - Date     Condition        Report By
 CP0965  HISTORY     - 1958     MONUMENTED       CGS
 CP0965  HISTORY     - 1973     GOOD             NGS
 CP0965  HISTORY     - 19920130 GOOD             NGS
 CP0965
 CP0965                          STATION DESCRIPTION
 CP0965
 CP0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0965'4.1 MI S FROM CARY.
 CP0965'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0965'AT CARY, ABOUT 57 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.1
 CP0965'MILE SOUTHWEST OF THE JUNCTION WITH AN ASPHALT ROAD AT A SMALL
 CP0965'SETTLEMENT OF BLANTON, 190 YARDS (PACED) SOUTHWEST OF THE WEIGH SCALE
 CP0965'AND GRAIN ELEVATORS AT BLANTON, 84.9 FEET EAST-SOUTHEAST OF BLANTON
 CP0965'1958, 1970, 40 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD, 2 FEET
 CP0965'SOUTH OF A POWER POLE BRACED BY A POLE, 1 FOOT NORTHWEST OF A METAL
 CP0965'WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 CP0965'A CONCRETE POST FLUSH WITH THE GROUND.  SEC 5, T 10N, R 7W.
 CP0965
 CP0965                          STATION RECOVERY (1992)
 CP0965
 CP0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0965'19.4 KM (12.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0965'OF STATE HIGHWAY 14 IN ROLLING FORK, 25.9 M (85.0 FT) EAST-SOUTHEAST
 CP0965'OF TRIANGULATION STATION BLANTON RESET, 17.4 M (57.1 FT) NORTHWEST OF
 CP0965'THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF A
 CP0965'DIRT ROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 CP0965'(2.0 FT) SOUTH OF A UTILITY POLE WITH A BRACE POLE ATTACHED, AND THE
 CP0965'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0963 ***********************************************************************
 CP0963  DESIGNATION -  BLANTON RM 2
 CP0963  PID         -  CP0963
 CP0963  STATE/COUNTY-  MS/SHARKEY
 CP0963  USGS QUAD   -  ONWARD (1988)
 CP0963
 CP0963                         *CURRENT SURVEY CONTROL
 CP0963  ___________________________________________________________________
 CP0963* NAD 83(1986)-  32 44 50.     (N)    090 55 52.     (W)     SCALED    
 CP0963* NAVD 88     -        30.465  (meters)      99.95   (feet)  ADJUSTED  
 CP0963  ___________________________________________________________________
 CP0963  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0963  DYNAMIC HT  -          30.431 (meters)      99.84  (feet)  COMP
 CP0963  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 CP0963
 CP0963  VERT ORDER  -  FIRST     CLASS II
 CP0963
 CP0963.The horizontal coordinates were scaled from a topographic map and have
 CP0963.an estimated accuracy of +/- 6 seconds.
 CP0963
 CP0963.The orthometric height was determined by differential leveling
 CP0963.and adjusted in July 1994.
 CP0963
 CP0963.The geoid height was determined by GEOID03.
 CP0963
 CP0963.The dynamic height is computed by dividing the NAVD 88
 CP0963.geopotential number by the normal gravity value computed on the
 CP0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0963.degrees latitude (g = 980.6199 gals.).
 CP0963
 CP0963.The modeled gravity was interpolated from observed gravity values.
 CP0963
 CP0963;                    North         East    Units  Estimated Accuracy
 CP0963;SPC MS W     -   360,170.      643,980.      MT  (+/- 180 meters Scaled)
 CP0963
 CP0963                          SUPERSEDED SURVEY CONTROL
 CP0963
 CP0963  NAVD 88 (06/15/91)   30.433  (m)           99.85   (f) UNKNOWN     1 2
 CP0963  NGVD 29 (??/??/92)   30.513  (m)          100.11   (f) ADJ UNCH    1 2
 CP0963
 CP0963.Superseded values are not recommended for survey control.
 CP0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0963.See file dsdata.txt to determine how the superseded data were derived.
 CP0963
 CP0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS938251(NAD 83)
 CP0963_MARKER: DR = REFERENCE MARK DISK
 CP0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0963_SP_SET: CONCRETE POST
 CP0963_STAMPING: BLANTON NO 2 1958
 CP0963_MARK LOGO: CGS   
 CP0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0963+STABILITY: SURFACE MOTION
 CP0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0963+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0963
 CP0963  HISTORY     - Date     Condition        Report By
 CP0963  HISTORY     - 1958     MONUMENTED       CGS
 CP0963  HISTORY     - 1973     GOOD             NGS
 CP0963  HISTORY     - 19920130 GOOD             NGS
 CP0963
 CP0963                          STATION DESCRIPTION
 CP0963
 CP0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0963'4.1 MI S FROM CARY.
 CP0963'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE METHODIST CHURCH
 CP0963'AT CARY, ABOUT 58 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.1
 CP0963'MILE SOUTHWEST OF A JUNCTION WITH AN ASPHALT ROAD AT A SMALL
 CP0963'SETTLEMENT OF BLANTON, 255 YARDS (PACED) SOUTHWEST OF THE WEIGH SCALE
 CP0963'AND GRAIN ELEVATORS, 185 FEET SOUTH-SOUTHWEST OF BLANTON 1958
 CP0963'TRIANGULATION STATION, 2.0 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF
 CP0963'A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY, AND IN THE
 CP0963'TOP OF A CONCRETE POST PROJECTING 2-INCHES.  SEC 5, T 10N, R 7W.
 CP0963
 CP0963                          STATION RECOVERY (1992)
 CP0963
 CP0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0963'19.4 KM (12.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP0963'OF STATE HIGHWAY 14 IN ROLLING FORK, 56.4 M (185.0 FT) SOUTH OF
 CP0963'TRIANGULATION STATION BLANTON, 17.7 M (58.1 FT) NORTHWEST OF THE
 CP0963'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 CP0963'0.6 M (2.0 FT) NORTH OF UTILITY POLE NUMBER 442 44 444, 0.3 M
 CP0963'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04 M
 CP0963'(0.13 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1535 ***********************************************************************
 BV1535  DESIGNATION -  BLODGE
 BV1535  PID         -  BV1535
 BV1535  STATE/COUNTY-  MS/JONES
 BV1535  USGS QUAD   -  RHODES (1964)
 BV1535
 BV1535                         *CURRENT SURVEY CONTROL
 BV1535  ___________________________________________________________________
 BV1535* NAD 83(1993)-  31 27 16.98695(N)    088 59 25.34393(W)     ADJUSTED  
 BV1535* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BV1535  ___________________________________________________________________
 BV1535  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BV1535  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BV1535  HORZ ORDER  -  SECOND
 BV1535
 BV1535.The horizontal coordinates were established by classical geodetic methods
 BV1535.and adjusted by the National Geodetic Survey in May 1994.
 BV1535
 BV1535.The orthometric height was scaled from a topographic map.
 BV1535
 BV1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1535
 BV1535.The geoid height was determined by GEOID03.
 BV1535
 BV1535;                    North         East     Units Scale Factor Converg.
 BV1535;SPC MS E     -   216,701.075   285,074.390   MT  0.99995275   -0 04 55.0
 BV1535;SPC MS E     -   710,960.11    935,281.56   sFT  0.99995275   -0 04 55.0
 BV1535;UTM  16      - 3,481,712.541   310,877.061   MT  1.00004117   -1 02 20.2
 BV1535
 BV1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1535!SPC MS E     -   0.99999586  x   0.99995275  =   0.99994861
 BV1535!UTM  16      -   0.99999586  x   1.00004117  =   1.00003703
 BV1535
 BV1535:                Primary Azimuth Mark                     Grid Az
 BV1535:SPC MS E     -  FELIX                                    148 47 18.8
 BV1535:UTM  16      -  FELIX                                    149 44 44.0
 BV1535
 BV1535|---------------------------------------------------------------------|
 BV1535| PID    Reference Object                     Distance      Geod. Az  |
 BV1535|                                                           dddmmss.s |
 BV1535| BV1536 FELIX                               APPROX. 1.2 KM 1484223.8 |
 BV1535| CF9866 BLODGE RM 1                          19.100 METERS 22229     |
 BV1535| CF9867 BLODGE RM 2                          27.340 METERS 32334     |
 BV1535|---------------------------------------------------------------------|
 BV1535
 BV1535                          SUPERSEDED SURVEY CONTROL
 BV1535
 BV1535  NAD 83(1993)-  31 27 17.00038(N)    088 59 25.34218(W) AD(       ) 2
 BV1535  NAD 83(1986)-  31 27 17.00045(N)    088 59 25.34238(W) AD(       ) 2
 BV1535  NAD 27      -  31 27 16.38000(N)    088 59 25.13900(W) AD(       ) 2
 BV1535
 BV1535.Superseded values are not recommended for survey control.
 BV1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1535.See file dsdata.txt to determine how the superseded data were derived.
 BV1535
 BV1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1087781713(NAD 83)
 BV1535_MARKER: DS = TRIANGULATION STATION DISK
 BV1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1535
 BV1535  HISTORY     - Date     Condition        Report By
 BV1535  HISTORY     - 1921     MONUMENTED       CGS
 BV1535  HISTORY     - 1926     GOOD             CGS
 BV1535  HISTORY     - 1961     MARK NOT FOUND   USGS
 BV1535  HISTORY     - 1966     MARK NOT FOUND   MSHD
 BV1535
 BV1535                          STATION DESCRIPTION
 BV1535
 BV1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1535'STATION IS 175 METERS S OF RAILROAD DEPOT AT BLODGETT, ON E (RIGHT)
 BV1535'SIDE OF TRACK, IT IS 45 METERS S OF RAILROAD BRIDGE 90/5, AND 30
 BV1535'METERS S OF FIRST CATTLE GUARD S OF DEPOT, 4.75 METERS (15.58 FEET)
 BV1535'E OF E AND NEAREST RAIL.
 BV1535'
 BV1535'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1535'SET IN CONCRETE.
 BV1535'
 BV1535'REFERENCE MARK NO. 1 ON W SIDE OF TRACK 0.3 METER E OF W FENCE LINE.
 BV1535'
 BV1535'REFERENCE MARK NO. 2 ON E SIDE OF TRACK 0.3 METER S OF E AND W FENCE
 BV1535'LINE.
 BV1535
 BV1535                          STATION RECOVERY (1926)
 BV1535
 BV1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JSB)
 BV1535'STATION RECOVERED AS DESCRIBED.
 BV1535
 BV1535                          STATION RECOVERY (1961)
 BV1535
 BV1535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BV1535'STATION NOT FOUND. A CONCRETE POST WAS FOUND ON TOP OF GROUND BUT NO
 BV1535'DISK COULD BE FOUND. REFERENCE MARK ALSO COULD NOT BE LOCATED. THERE
 BV1535'IS A GOOD POSSIBILITY THAT WHEN THE DRAINAGE DITCHES ON BOTH SIDES
 BV1535'OF THE RAILROAD WERE DEEPENED THE MARKS WERE DESTROYED.
 BV1535
 BV1535                          STATION RECOVERY (1966)
 BV1535
 BV1535'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1535'THE STATION SITE WAS VISITED 1-18-66 AND NO MARKS WERE FOUND.
 BV1535'
 BV1535'IT IS 175 METERS SOUTH OF RAILROAD DEPOT AT BLODETT ON EAST SIDE OF
 BV1535'TRACK, 45 METERS SOUTH OF RAILROAD BRIDGE 9015, 30 METERS SOUTH OF
 BV1535'FIRST CATTLE GUARD SOUTH OF DEPOT AND 4.75 METERS EAST OF EAST
 BV1535'RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1508 ***********************************************************************
 BV1508  DESIGNATION -  BLODGETT
 BV1508  PID         -  BV1508
 BV1508  STATE/COUNTY-  MS/WAYNE
 BV1508  USGS QUAD   -  MULBERRY (1985)
 BV1508
 BV1508                         *CURRENT SURVEY CONTROL
 BV1508  ___________________________________________________________________
 BV1508* NAD 83(1993)-  31 28 16.33327(N)    088 49 35.23565(W)     ADJUSTED  
 BV1508* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 BV1508  ___________________________________________________________________
 BV1508  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BV1508  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV1508  HORZ ORDER  -  FIRST
 BV1508
 BV1508.The horizontal coordinates were established by classical geodetic methods
 BV1508.and adjusted by the National Geodetic Survey in May 1994.
 BV1508
 BV1508.The orthometric height was scaled from a topographic map.
 BV1508
 BV1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1508
 BV1508.The geoid height was determined by GEOID03.
 BV1508
 BV1508;                    North         East     Units Scale Factor Converg.
 BV1508;SPC MS E     -   218,518.155   300,653.687   MT  0.99995001   +0 00 12.9
 BV1508;SPC MS E     -   716,921.65    986,394.64   sFT  0.99995001   +0 00 12.9
 BV1508;UTM  16      - 3,483,269.199   326,485.396   MT  0.99997135   -0 57 13.6
 BV1508
 BV1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1508!SPC MS E     -   0.99998662  x   0.99995001  =   0.99993663
 BV1508!UTM  16      -   0.99998662  x   0.99997135  =   0.99995797
 BV1508
 BV1508:                Primary Azimuth Mark                     Grid Az
 BV1508:SPC MS E     -  PINEY WOODS LOOKOUT TOWER                093 18 32.5
 BV1508:UTM  16      -  PINEY WOODS LOOKOUT TOWER                094 15 59.0
 BV1508
 BV1508|---------------------------------------------------------------------|
 BV1508| PID    Reference Object                     Distance      Geod. Az  |
 BV1508|                                                           dddmmss.s |
 BV1508| BV1479 PINEY WOODS LOOKOUT TOWER           APPROX. 8.0 KM 0931845.4 |
 BV1508| BV2025 BLODGETT RM 3                        11.424 METERS 09412     |
 BV1508| BV2023 BLODGETT RM 1                        29.065 METERS 19725     |
 BV1508| BV2026 BLODGETT AZ MK                                     2741851.7 |
 BV1508| BV1564 WAUSAU CHICKSAWHAY LOT              APPROX. 9.0 KM 3161013.4 |
 BV1508| BV2024 BLODGETT RM 2                        26.005 METERS 32222     |
 BV1508|---------------------------------------------------------------------|
 BV1508
 BV1508                          SUPERSEDED SURVEY CONTROL
 BV1508
 BV1508  NAD 83(1993)-  31 28 16.34378(N)    088 49 35.24098(W) AD(       ) 1
 BV1508  NAD 83(1986)-  31 28 16.34804(N)    088 49 35.23674(W) AD(       ) 1
 BV1508  NAD 27      -  31 28 15.74900(N)    088 49 35.07000(W) AD(       ) 1
 BV1508
 BV1508.Superseded values are not recommended for survey control.
 BV1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1508.See file dsdata.txt to determine how the superseded data were derived.
 BV1508
 BV1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2648583269(NAD 83)
 BV1508_MARKER: DS = TRIANGULATION STATION DISK
 BV1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1508_SP_SET: CONCRETE POST
 BV1508_STAMPING: BLODGETT 1939
 BV1508_MARK LOGO: CGS   
 BV1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1508+STABILITY: SURFACE MOTION
 BV1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1508+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 BV1508
 BV1508  HISTORY     - Date     Condition        Report By
 BV1508  HISTORY     - 1939     MONUMENTED       CGS
 BV1508  HISTORY     - 1939     GOOD             CGS
 BV1508  HISTORY     - 1953     SEE DESCRIPTION  CGS
 BV1508  HISTORY     - 1956     GOOD             CGS
 BV1508  HISTORY     - 1964     GOOD             MSHD
 BV1508  HISTORY     - 19910620 GOOD             MSHD
 BV1508
 BV1508                          STATION DESCRIPTION
 BV1508
 BV1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1508'THE STATION IS ABOUT 4.5 MILES SW OF CLARA. IN THE NW 1/4 OF SEC.
 BV1508'20, T 6 N, R 8 W. ON LAND OWNED BY THE UNITED STATES FOREST SERVICE.
 BV1508'IT IS 34 FEET E OF THE CENTER OF A FIRE BREAK DIRT ROAD, ON THE
 BV1508'HIGHEST PART OF A KNOLL WHICH IS ABOUT 50 YARDS IN DIAMETER AND IS
 BV1508'COVERED WITH SCRUB OAK AND SMALL PINE. THE MARK
 BV1508'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED BLODGETT 1939.
 BV1508'
 BV1508'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1508'BRONZE DISKS SET IN CONCRETE.
 BV1508'
 BV1508'REFERENCE MARK NO.1 IS 15 FEET W OF THE CENTER OF THE DIRT ROAD AND
 BV1508'95.36 FEET SW OF THE STATION. THE MARK PROJECTS 6 INCHES
 BV1508'ABOVE THE GROUND AND IS STAMPED BLODGETT NO.1 1939.
 BV1508'
 BV1508'REFERENCE MARK NO.2 IS 16 FEET W OF THE CENTER OF THE DIRT ROAD. IT
 BV1508'IS 85.32 FEET NW OF THE STATION. THE MARK PROJECTS 6
 BV1508'INCHES ABOVE THE GROUND AND IS STAMPED BLODGETT NO.2 1939.
 BV1508'
 BV1508'THE AZIMUTH MARK IS 0.3 MILE E OF THE CROSS ROAD AT C.C.C. CAMP, AT
 BV1508'THE MULBERRY SCHOOLHOUSE, 93 FEET SE OF THE SE CORNER OF THE
 BV1508'SCHOOLHOUSE, IN A CURVED ROW OF 5 TALL PINE TREES BETWEEN THE
 BV1508'SECOND AND THIRD TREE FROM THE W END. THE MARK PROJECTS
 BV1508'6 INCHES ABOVE THE GROUND AND IS STAMPED BLODGETT 1939. THE AZIMUTH
 BV1508'MARK IS ABOUT 1.2 MILES W OF THE STATION.
 BV1508'
 BV1508'TO REACH THE STATION FROM THE TOWN OF CLARA DRIVE SW ON STATE
 BV1508'HIGHWAY 63 FOR 4.5 MILES TO A FORKS, CONTINUE STRAIGHT AHEAD ON THE
 BV1508'MIDDLE FORK (LEAVING HIGHWAY 63) FOR 7.8 MILES TO A GRAVEL CROSS
 BV1508'ROAD. TURN LEFT ON THE GRAVEL ROAD AND PASS THROUGH THE C.C.C.
 BV1508'CAMP (MISS. F-8) AND DRIVE 1.4 MILES TO A WHITE GATE ON LEFT OR N
 BV1508'SIDE OF THE ROAD. DRIVE THROUGH THE GATE ON A DIRT FIRE BREAK ROAD
 BV1508'AND DRIVE 2.0 MILES TO THE STATION ON THE RIGHT SIDE OF THE ROAD.
 BV1508'
 BV1508'A 64-FOOT TOWER IS NEEDED TO SEE ALL LIGHTS.
 BV1508'
 BV1508'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1508
 BV1508                          STATION RECOVERY (1939)
 BV1508
 BV1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 BV1508'RECOVERED IN GOOD CONDITION.
 BV1508
 BV1508                          STATION RECOVERY (1953)
 BV1508
 BV1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 BV1508'STATION AND ALL MARKS WERE RECOVERED. THE SURFACE STATION MARK HAD
 BV1508'BEEN DISTURBED BY ROAD GRADING MACHINERY AND WAS REMOVED BY MR. JOHN
 BV1508'T. COEN, DESOTO NATIONAL FOREST SERVICE ENGINEER, BUT THE
 BV1508'UNDERGROUND MARK WAS UNDISTURBED AND WAS FOUND IN GOOD CONDITION.
 BV1508'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND DUE TO THE
 BV1508'FOREST GROWTH, AND THEREFORE THE STATION COULD NOT BE MOVED. FOR
 BV1508'THAT REASON, THE STATION WAS LOWERED AND REMARKED IN THE PRECISE
 BV1508'ORIGINAL POSITION, AND IT IS NOW ABOUT 18 IN. BELOW THE SURFACE
 BV1508'OF A NEW FOREST ROAD. A NEW REFERENCE MARK R.M. 3, WAS ESTABLISHED
 BV1508'AND THE HORIZONTAL DISTANCE AND DIRECTION WERE MEASURED
 BV1508'BETWEEN THE THREE REFERENCE MARKS. A NEW AND COMPLETE
 BV1508'DESCRIPTION FOLLOWS--
 BV1508'
 BV1508'STATION IS LOCATED ABOUT 4-1/2 MI. SW OF CLARA, ON GOVERNMENT OWNED
 BV1508'LAND OF THE DESOTO NATIONAL FOREST. IT IS 17.0 FT. E OF A WITNESS
 BV1508'POST, 4.5 FT. W OF THE CENTER OF A FOREST SERVICE ROAD, ABOUT 2-1/2
 BV1508'FT. E OF THE W SHOULDER OF THE ROAD, AND ABOUT 18 IN. BELOW THE
 BV1508'SURFACE OF THE ROAD. SURFACE STATION MARK IS A STANDARD STATION
 BV1508'DISK, STAMPED BLODGETT 1939 1953 AND SET IN THE TOP OF A
 BV1508'CONCRETE POST.
 BV1508'
 BV1508'UNDERGROUND STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BV1508'CONCRETE POST.
 BV1508'
 BV1508'REFERENCE MARK 1 IS 37.5 FT. W OF THE CENTER OF A FOREST SERVICE
 BV1508'ROAD. IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BLODGETT NO 1
 BV1508'1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 IN.
 BV1508'
 BV1508'REFERENCE MARK 2 IS 60.0 FT. W OF THE CENTER OF A FOREST SERVICE
 BV1508'ROAD. IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BLODGETT NO 2
 BV1508'1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 BV1508'
 BV1508'REFERENCE MARK 3 IS 34.5 FT. E OF THE CENTER OF A FOREST SERVICE
 BV1508'ROAD. IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BLODGETT NO 3
 BV1508'1939 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER PROJECTING 1
 BV1508'IN.
 BV1508'
 BV1508'AZIMUTH MARK IS ABOUT 1.2 MI. W OF THE STATION, ON THE MULBERRY
 BV1508'SCHOOLHOUSE GROUNDS, 0.3 MI. E OF A CROSSROAD, AND 93.0 FT. SE OF
 BV1508'THE SE CORNER OF THE SCHOOLHOUSE. IT IS A STANDARD AZIMUTH-MARK
 BV1508'DISK, STAMPED BLODGETT 1939 AND SET IN THE TOP OF A CONCRETE POST
 BV1508'PROJECTING 6 IN.
 BV1508'
 BV1508'TO REACH THE STATION FROM THE SMALL COMMUNITY OF CLARA, GO SW ON
 BV1508'STATE ROUTE 63 FOR 4.5 MI. TO WHERE STATE ROUTE 63 TURNS LEFT AND AN
 BV1508'OILED FOREST SERVICE ROAD CONTINUES STRAIGHT AHEAD, CONTINUE
 BV1508'STRAIGHT AHEAD ON THIS OILED ROAD FOR 7.5 MI. TO THE MULBERRY
 BV1508'SCHOOLHOUSE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 BV1508'CONTINUE ON THE OILED ROAD FOR 0.3 MI. TO A CROSSROAD AT A SMALL
 BV1508'STORE ON THE RIGHT AND THE OLD F 8 CCC CAMP ON THE LEFT, HERE TURN
 BV1508'LEFT AND FOLLOW A WINDING ROAD FOR 2.3 MI. TO A T-ROAD LEFT,
 BV1508'TURN LEFT AND GO 0.05 MI. TO A WOVEN-WIRE GATE, PASS THROUGH THE
 BV1508'GATE AND FOLLOW A WINDING ROAD FOR 1.6 MI. TO THE TOP OF A RISE
 BV1508'AND THE STATION AS DESCRIBED.
 BV1508
 BV1508                          STATION RECOVERY (1956)
 BV1508
 BV1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1508'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND ALL MARKS WERE
 BV1508'FOUND IN GOOD CONDITION. THE MULBERRY SCHOOL HOUSE MENTIONED NEAR
 BV1508'THE AZIMUTH MARK HAS BEEN DISMANTLED. THE 1953 DESCRIPTION BY
 BV1508'R.L.E.  IS ADEQUATE WITH A CORRECTED DESCRIPTION TO REACH THE
 BV1508'STATION.
 BV1508'
 BV1508'TO REACH THE STATION FROM THE SMALL COMMUNITY OF CLARA, GO SW ON
 BV1508'STATE HIGHWAY 63 FOR 4.9 MI. TO A FORK, TAKE THE RIGHT FORK (DE SOTO
 BV1508'NATIONAL FOREST ROAD NO. 204) AND GO 8.0 MI. TO THE AZIMUTH MARK
 BV1508'ON THE LEFT, 78 PACES E OF THE CENTER OF THE ROAD, CONTINUE 0.3 MI.
 BV1508'TO THE JUNCTION WITH NATIONAL FOREST ROAD NO. 202, TURN LEFT ON
 BV1508'ROAD NO. 202 AND GO 2.8 MI. TO A SIDE ROAD LEFT (NATIONAL FOREST
 BV1508'ROAD NO.  219), TURN LEFT ON ROAD NO. 219 AND GO N FOR 1.75 MI. TO
 BV1508'THE TOP OF A GRADE AND THE STATION ON THE LEFT IN THE SHOULDER OF
 BV1508'THE ROAD.
 BV1508
 BV1508                          STATION RECOVERY (1964)
 BV1508
 BV1508'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1508'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1508'THE DESCRIPTION IS ADEQUATE.
 BV1508
 BV1508                          STATION RECOVERY (1991)
 BV1508
 BV1508'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1508'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTHWEST OF CLARA,
 BV1508'ABOUT MIDWAY BETWEEN THE WEST EDGE AND THE CENTER OF U.S. FOREST ROAD
 BV1508'NO 219, 17.7 MI (28.5 KM) SOUTHWEST OF WAYNESBORO, 18.0 MI (29.0 KM)
 BV1508'WEST-SOUTHWEST OF BUCKATUNNA AND IS IN SECTION 9, R 8W.
 BV1508'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 63 AND CLARA SCHOOL ROAD
 BV1508'JUST NORTH OF THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV1508'63 FOR 5.0 MI (8.0 KM) TO A FORK, TAKE THE RIGHT FORK AND GO
 BV1508'SOUTHWEST ON CAMP EIGHT ROAD FOR 6.45 MI (10.38 KM) TO A SIDE ROAD
 BV1508'LEFT, TURN LEFT AND GO SOUTHEAST ON U.S. FOREST ROAD NO 219 FOR 1.6
 BV1508'MI (2.6 KM) TO THE JUNCTION OF U.S. FOREST ROAD NO 219B, CONTINUE
 BV1508'SOUTH ON U.S. FOREST ROAD NO 219 FOR 0.1 MI (0.2 KM) TO THE MARK ON
 BV1508'THE RIGHT.
 BV1508'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 1.2
 BV1508'FT (0.4 M) BELOW THE TOP OF THE ROAD, 47.0 FT (14.3 M) EAST OF A 12
 BV1508'INCH PINE, 22.5 FT (6.9 M) SOUTHEAST OF A 14 INCH PINE, 14.5 FT
 BV1508'(4.4 M) EAST OF A CARSONITE WITNESS POST AND 5.0 FT (1.5 M) WEST OF
 BV1508'THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1502 ***********************************************************************
 EG1502  DESIGNATION -  BLOODY SPRINGS
 EG1502  PID         -  EG1502
 EG1502  STATE/COUNTY-  MS/TISHOMINGO
 EG1502  USGS QUAD   -  BELMONT (1984)
 EG1502
 EG1502                         *CURRENT SURVEY CONTROL
 EG1502  ___________________________________________________________________
 EG1502* NAD 83(1993)-  34 34 58.03845(N)    088 09 39.65062(W)     ADJUSTED  
 EG1502* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 EG1502  ___________________________________________________________________
 EG1502  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 EG1502  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG1502  HORZ ORDER  -  THIRD
 EG1502
 EG1502.The horizontal coordinates were established by classical geodetic methods
 EG1502.and adjusted by the National Geodetic Survey in May 1994.
 EG1502
 EG1502.The orthometric height was scaled from a topographic map.
 EG1502
 EG1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1502
 EG1502.The geoid height was determined by GEOID03.
 EG1502
 EG1502;                    North         East     Units Scale Factor Converg.
 EG1502;SPC MS E     -   563,796.763   361,682.110   MT  0.99999688   +0 22 53.8
 EG1502;SPC MS E     - 1,849,723.21  1,186,618.72   sFT  0.99999688   +0 22 53.8
 EG1502;SPC AL W     -   508,360.089   539,356.117   MT  0.99997865   -0 22 30.7
 EG1502;UTM  16      - 3,827,389.882   393,518.003   MT  0.99973975   -0 39 32.6
 EG1502
 EG1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1502!SPC MS E     -   0.99997353  x   0.99999688  =   0.99997041
 EG1502!SPC AL W     -   0.99997353  x   0.99997865  =   0.99995218
 EG1502!UTM  16      -   0.99997353  x   0.99973975  =   0.99971328
 EG1502
 EG1502|---------------------------------------------------------------------|
 EG1502| PID    Reference Object                     Distance      Geod. Az  |
 EG1502|                                                           dddmmss.s |
 EG1502| CG3260 BLOODY SPRINGS RM 3                  12.406 METERS 02039     |
 EG1502| EG1503 Y 26 USGS 1950                       22.303 METERS 07042     |
 EG1502| EG1500 DENNIS                              APPROX. 5.8 KM 2515505.5 |
 EG1502| EG1506 TISHOMINGO MUNICIPAL TANK           APPROX. 8.1 KM 3134529.5 |
 EG1502| CG3259 BLOODY SPRINGS RM 1                  15.058 METERS 32751     |
 EG1502|---------------------------------------------------------------------|
 EG1502
 EG1502                          SUPERSEDED SURVEY CONTROL
 EG1502
 EG1502  NAD 83(1993)-  34 34 58.03964(N)    088 09 39.64943(W) AD(       ) 3
 EG1502  NAD 83(1986)-  34 34 58.04648(N)    088 09 39.64800(W) AD(       ) 3
 EG1502  NAD 27      -  34 34 57.70400(N)    088 09 39.49700(W) AD(       ) 3
 EG1502
 EG1502.Superseded values are not recommended for survey control.
 EG1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1502.See file dsdata.txt to determine how the superseded data were derived.
 EG1502
 EG1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9351827390(NAD 83)
 EG1502_MARKER: DS = TRIANGULATION STATION DISK
 EG1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1502
 EG1502  HISTORY     - Date     Condition        Report By
 EG1502  HISTORY     - 1950     MONUMENTED       CGS
 EG1502  HISTORY     - 1962     GOOD             CGS
 EG1502  HISTORY     - 1962     GOOD             MSHD
 EG1502  HISTORY     - 1971     GOOD             NGS
 EG1502
 EG1502                          STATION DESCRIPTION
 EG1502
 EG1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1502'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF DENNIS, ABOUT
 EG1502'1.25 MILES WEST OF THE
 EG1502'MISSISSIPPI-ALABAMA STATE, AT THE SOUTHEAST CORNER
 EG1502'OF A TIMBERED AREA, 50 FEET NORTH OF
 EG1502'THE CENTER OF A GRAVELED ROAD,
 EG1502'45 FEET WEST OF THE SOUTHWEST CORNER OF A CULTIVATED
 EG1502'FIELD, AND IN
 EG1502'THE CENTER OF A WOODS ROAD.
 EG1502'
 EG1502'TO REACH THE STATION FROM THE POST OFFICE IN DENNIS, GO
 EG1502'NORTHEASTERLY,
 EG1502'(CROSSING AN OVERPASS) FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, THEN
 EG1502'RIGHT ON A
 EG1502'GRAVELED ROAD, EASTERLY, FOR 1.0 MILE TO A FORK, THEN LEFT
 EG1502'ROAD FOR 1.1 MILE TO A BRIDGE
 EG1502'OVER BEAR CREEK, CONTINUE EASTERLY FOR
 EG1502'0.4 MILE TO A T-INTERSECTION, THEN LEFT, NORTH,
 EG1502'FOR 0.15 MILE TO A
 EG1502'FORK, THEN RIGHT, EASTERLY, FOR 0.75 MILE TO A FORK, THEN LEFT,
 EG1502'NORTHERLY, FOR
 EG1502'0.15 MILE TO A FORK, THEN RIGHT, EASTERLY, FOR 0.7
 EG1502'MILE TO THE TOP OF A HILL AND THE
 EG1502'STATION ON THE LEFT AS DESCRIBED.
 EG1502'
 EG1502'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BLOODY
 EG1502'SPRINGS 1950.
 EG1502'
 EG1502'REFERENCE MRK NO. 1 IS 40 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 EG1502'FIELD.  IT PROJECTS 12
 EG1502'INCHES, AND THE DISK IS STAMPED BLOODY SPRINGS NO 1
 EG1502'1950.
 EG1502'
 EG1502'Y 26 (USGS) IS 27 FEET EAST OF THE SOUTHWEST CORNER OF A CULTIVATED
 EG1502'FIELD, AND 16 FEET
 EG1502'NORTH OF THE CENTER OF A GRAVELED ROAD.  IT IS A U.S.
 EG1502'GEOLOGICAL SURVEY BENCH MARK
 EG1502'DISK STAMPED TTR Y 26 1935 SET IN A
 EG1502'6-INCH SQUARE CONCRETE POST THAT PROJECTS 8
 EG1502'INCHES.
 EG1502'
 EG1502'THERE WAS NO PLACE VISIBLE FROM THE GROUND SUITABLE FOR AN AZIMUTH
 EG1502'MARK.
 EG1502'
 EG1502'THE STATION MARK AND REFERENCE MRK NO. 1 ARE STANDARD DISKS SET IN
 EG1502'THE TOPS OF 12-INCH
 EG1502'CONCRETE CYLINDERS.
 EG1502'
 EG1502'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EG1502
 EG1502                          STATION RECOVERY (1962)
 EG1502
 EG1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 EG1502'THE STATION WAS VISITED 7 - 19 - 62 AND THE STATION MARK AND
 EG1502'REFERENCE MARK NO.
 EG1502'1 WERE FOUND IN GOOD CONDITION.  BM Y 26 (USGS) HAD BEEN
 EG1502'DESTROYED PRIOR TO THIS
 EG1502'DATE.  REFERENCE MARK NO.  3 WAS ESTABLISHED
 EG1502'AT THIS DATE.  NO AZIMUTH MARK WAS
 EG1502'ESTABLISHED FOR THIS STATION.  A
 EG1502'NEW DESCRIPTION FOLLOWS-
 EG1502'
 EG1502'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF DENNIS, AND
 EG1502'1.25 MILE WEST OF
 EG1502'THE MISSISSIPPI-ALABAMA STATE LINE, ON THE NORTH SIDE OF
 EG1502'A GRAVELED ROAD AND AT THE WEST
 EG1502'END OF AN ABONDONDED CULTIVATED
 EG1502'FIELD, 35 FEET NORTH OF THE CENTER OF THE GRAVELED
 EG1502'ROAD, 44 FEET WEST
 EG1502'OF A TELEPHONE POLE, 21.5 FEET NORTH OF THE ROAD DITCH, 1 FOOT
 EG1502'NORTHEAST OF A
 EG1502'METAL WITNESS POST AND ABOUT 75 YARDS WEST OF THE
 EG1502'HIGHEST POINT OF THE HILL.  IT IS
 EG1502'A STANDARD DISK, STAMPED BLOODY
 EG1502'SPRINGS 1950, PROJECTING 4 INCHES.
 EG1502'
 EG1502'REFERENCE MRK NO. 1 IS 49.40 FEET NORTH OF THE STATION, 84 FEET NORTH
 EG1502'OF THE CENTER OF THE
 EG1502'GRAVELED ROAD, ON THE NORTH SLOPE OF THE HILL AND ABOUT
 EG1502'2 FEET LOWER THAN THE STATION IT
 EG1502'IS A STANDARD DISK, STAMPED BLOODY
 EG1502'SPRINGS NO 1 1950, PROJECTING 6 INCHES.
 EG1502'
 EG1502'REFERENCE MARK NO. 3 IS 40.70 FEET NORTHEAST OF THE STATION, AT THE
 EG1502'WEST EDGE OF THE
 EG1502'ABANDONDED FIELD, 53 FEET NORTH OF THE CENTER OF THE GRAVELED
 EG1502'ROAD AND 31 FEET
 EG1502'NORTH-NORTHWEST OF A TELEPHONE POLE.  IT IS A
 EG1502'STANDARD DISK, STAMPED BLOODY
 EG1502'SPRINGS NO 3 1950, PROJECTING 6 INCHES.
 EG1502'
 EG1502'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND 4 AT DENNIS, GO
 EG1502'NORTHEAST ON STATE
 EG1502'HIGHWAY 4 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN
 EG1502'RIGHT AND GO 1.0 MILE TO A T
 EG1502'INTERSECTION, TURN LEFT AND 1.0 MILE TO
 EG1502'A STEEL BRIDGE OVER BEAR CREEK, CONTINUE 0.3
 EG1502'MILE TO A T
 EG1502'INTERSECTION, TURN LEFT AND GO 0.9 MILE TO A SIDE ROAD RIGHT,
 EG1502'TURN RIGHT AND
 EG1502'GO 0.7 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.65 MILE TO
 EG1502'THE STATION ON THE LEFT.
 EG1502
 EG1502                          STATION RECOVERY (1962)
 EG1502
 EG1502'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1502'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EG1502'
 EG1502'NOTE- THE 1962 DESCRIPTION BY A.K.H. IS ADEQUATE.
 EG1502
 EG1502                          STATION RECOVERY (1971)
 EG1502
 EG1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JMH)
 EG1502'THE STATION WAS VISITED APRIL 11, 1971, AND THE STATION MARK,
 EG1502'REFERENCE MARKS NO.  1,
 EG1502'NO.  3 WERE FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS
 EG1502'ESTABLISHED FOR THIS
 EG1502'STATION.  A NEW DESCRIPTION FOLLOWS-
 EG1502'
 EG1502'THIS STATION IS LOCATED 6 MILES EAST OF TISHOMINGO, AND 1.25 MILES
 EG1502'WEST OF THE
 EG1502'MISSISSIPPI-ALABAMA STATE LINE, IN THE SOUTHEAST .25 OF SECTION 5,
 EG1502'T5S, R11E, AND ON
 EG1502'THE PROPERTY OF CLEDY HAMM.  IT IS 35 FEET NORTH OF
 EG1502'THE CENTER LINE OF A GRAVEL ROAD, 1
 EG1502'FOOT NORTHEAST OF A METAL WITNESS
 EG1502'POST AND 44 FEET OF A TELEPHONE POLE, AND 21 FEET
 EG1502'NORTH OF A ROAD
 EG1502'DITCH.  IT IS A STANDARD TRIANGULATION DISK STAMPED BLOODY SPRINGS
 EG1502'1950 AND SET IN A
 EG1502'12 INCH ROUND CONCRETE POST, PROJECTING 3 INCHES
 EG1502'ABOVE GROUND LEVEL.
 EG1502'
 EG1502'REFERENCE MARK NO. 1 IS 49.4 FEET NORTH OF THE STATION, 84 FEET NORTH
 EG1502'OF THE CENTER LINE OF A
 EG1502'GRAVEL ROAD ON THE NORTH SLOPE OF THIS HILL.  IT IS
 EG1502'A STANDARD REFERENCE MARK DISK
 EG1502'STAMPED BLOODY SPRINGS NO.  1 1950 AND
 EG1502'SET IN A 12 INCH ROUND CONCRETE POST, PROJECTING
 EG1502'9 INCHES ABOVE
 EG1502'GROUND LEVEL.
 EG1502'
 EG1502'REFERENCE MARK NO. 3 IS 40.7 FEET NORTHEAST OF THE STATION, 53 FEET
 EG1502'NORTH OF THE CENTERLINE
 EG1502'OF THE GRAVEL ROAD AND 31 FEET NORTH NORTHWEST OF A
 EG1502'TELEPHONE POLE.  IT IS A STANDARD
 EG1502'REFERENCE MARK DISK STAMPED BLOODY
 EG1502'SPRINGS NO.  3 1950 AND SET IN A 12 INCH ROUND
 EG1502'CONCRETE POST,
 EG1502'PROJECTING 3 INCHES ABOVE GROUND LEVEL.
 EG1502'
 EG1502'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 41.0 FEET.
 EG1502'
 EG1502'TO REACH THE STATION FROM THE POST OFFICE IN TISHOMINGO, GO NORTH ON
 EG1502'HIGHWAY 25 1 MILE TO
 EG1502'HIGHWAY 30, TURN RIGHT, EAST, 4.6 MILES TO A CONCRETE
 EG1502'BRIDGE OVER BEAR CREEK,
 EG1502'CONTINUE 0.2 MILES TO A FORK, TAKE RIGHT
 EG1502'FORK, SOUTH, 0.35 MILES TO A TRI-FORK,
 EG1502'TAKE THE MIDDLE ROAD AND
 EG1502'CONTINUE SOUTH FOR 0.7 MILES TO A FORK, TAKE THE LEFT
 EG1502'FORK, SOUTH,
 EG1502'2.25 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, WESTERLY, 1.25 MILES TO
 EG1502'THE TOP OF A HILL
 EG1502'AND THE STATION IS ON THE RIGHT AS DESCRIBED.
 EG1502'
 EG1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES EAST OF
 EG1502'TISHOMINGO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1793 ***********************************************************************
 DK1793  DESIGNATION -  BLUE
 DK1793  PID         -  DK1793
 DK1793  STATE/COUNTY-  MS/TALLAHATCHIE
 DK1793  USGS QUAD   -  ROME (1983)
 DK1793
 DK1793                         *CURRENT SURVEY CONTROL
 DK1793  ___________________________________________________________________
 DK1793* NAD 83(1993)-  33 54 19.72035(N)    090 26 17.90551(W)     ADJUSTED  
 DK1793* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 DK1793  ___________________________________________________________________
 DK1793  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DK1793  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DK1793  HORZ ORDER  -  SECOND
 DK1793
 DK1793.The horizontal coordinates were established by classical geodetic methods
 DK1793.and adjusted by the National Geodetic Survey in May 1994.
 DK1793
 DK1793.The orthometric height was scaled from a topographic map.
 DK1793
 DK1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1793
 DK1793.The geoid height was determined by GEOID03.
 DK1793
 DK1793;                    North         East     Units Scale Factor Converg.
 DK1793;SPC MS W     -   488,468.164   690,291.777   MT  0.99995116   -0 03 30.8
 DK1793;SPC MS W     - 1,602,582.63  2,264,732.27   sFT  0.99995116   -0 03 30.8
 DK1793;UTM  15      - 3,754,630.477   736,858.531   MT  1.00029165   +1 25 46.7
 DK1793
 DK1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1793!SPC MS W     -   0.99999736  x   0.99995116  =   0.99994852
 DK1793!UTM  15      -   0.99999736  x   1.00029165  =   1.00028901
 DK1793
 DK1793:                Primary Azimuth Mark                     Grid Az
 DK1793:SPC MS W     -  TUTWILER MUNICIPAL TANK                  000 54 02.8
 DK1793:UTM  15      -  TUTWILER MUNICIPAL TANK                  359 24 45.3
 DK1793
 DK1793|---------------------------------------------------------------------|
 DK1793| PID    Reference Object                     Distance      Geod. Az  |
 DK1793|                                                           dddmmss.s |
 DK1793| EH2742 TUTWILER MUNICIPAL TANK             APPROX.12.2 KM 0005032.0 |
 DK1793| DK1782 SUMNER MUNICIPAL TANK               APPROX. 9.5 KM 0414524.5 |
 DK1793| CY5295 BLUE RM 1                            30.449 METERS 05313     |
 DK1793| DK1781 WEBB TALLAHATCHIE OIL MILL TK       APPROX. 9.5 KM 0541410.6 |
 DK1793| DK1780 WEBB TRUNKLINE GAS MICROWAVE        APPROX.12.5 KM 0544141.8 |
 DK1793| DK1784 WEBB MUNICIPAL TANK                 APPROX. 9.9 KM 0631527.3 |
 DK1793| DK0117 ALBIN                               APPROX.10.1 KM 0845006.0 |
 DK1793| CY5296 BLUE RM 2                            31.751 METERS 12955     |
 DK1793| CY6820 L 28                                               1570805.8 |
 DK1793| DK1911 PARCHMAN ST PENITENTIARY CHIM       APPROX. 6.7 KM 2803252.7 |
 DK1793| DK1791 PARCHMAN ST PEN KKD 570 MAST        APPROX. 5.7 KM 2840755.7 |
 DK1793| DK1792 57 A USGS 1957                        8.346 METERS 32854     |
 DK1793| EH2741 TUTWILER FED COMPRESS CO TANK       APPROX.12.3 KM 3594732.3 |
 DK1793|---------------------------------------------------------------------|
 DK1793
 DK1793                          SUPERSEDED SURVEY CONTROL
 DK1793
 DK1793  NAD 83(1986)-  33 54 19.73104(N)    090 26 17.90288(W) AD(       ) 2
 DK1793  NAD 27      -  33 54 19.32240(N)    090 26 17.57200(W) AD(       ) 2
 DK1793
 DK1793.Superseded values are not recommended for survey control.
 DK1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1793.See file dsdata.txt to determine how the superseded data were derived.
 DK1793
 DK1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3685954630(NAD 83)
 DK1793_MARKER: DS = TRIANGULATION STATION DISK
 DK1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1793
 DK1793  HISTORY     - Date     Condition        Report By
 DK1793  HISTORY     - 1957     MONUMENTED       CGS
 DK1793  HISTORY     - 1968     GOOD             MSHD
 DK1793
 DK1793                          STATION DESCRIPTION
 DK1793
 DK1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1793'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF TUTWILER, 6 MILES
 DK1793'SOUTHWEST OF WEBB AND 3-1/2 MILES EAST OF PARCHMAN, IN SECTION
 DK1793'31, T 24 N, R 2 W, AND ON LAND OWNED BY MR. W.O. SHURDEN.
 DK1793'
 DK1793'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49E AND STATE
 DK1793'HIGHWAY 32, AT WEBB, GO SOUTHWESTERLY AND SOUTHERLY ON A
 DK1793'GRAVEL ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.  KEEP
 DK1793'STRAIGHT AHEAD, FOR 2.4 MILES TO A ROAD FORK.  TAKE RIGHT FORK,
 DK1793'WEST, AND GO 1.55 MILES TO A ROAD FORK.  TAKE RIGHT FORK,
 DK1793'AND CONTINUE WEST FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT
 DK1793'AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF ROADS.  KEEP
 DK1793'STRAIGHT AHEAD, WEST AND NORTH, GO 0.75 MILE TO STATION
 DK1793'ON THE RIGHT.
 DK1793'
 DK1793'STATION MARKS ARE STANDARD DISKS STAMPED BLUE 1957.  THE SURFACE
 DK1793'DISK IS SET IN A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW THE
 DK1793'SURFACE OF GROUND.  IT IS 90 FEET WEST OF THE NORTHWEST
 DK1793'CORNER OF HOUSE, 33 FEET EAST-NORTHEAST OF CENTER OF GRAVEL
 DK1793'ROAD AND 50 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD
 DK1793'WITNESS POST WAS SET 28 FEET WEST-NORTHWEST OF THE MARK.  THE
 DK1793'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 DK1793'36 INCHES BELOW THE SURFACE OF GROUND.
 DK1793'
 DK1793'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLUE NO 1 1957,
 DK1793'IS SET IN A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW THE
 DK1793'SURFACE OF GROUND.  IT IS 51 FEET NORTHEAST OF THE NORTHWEST
 DK1793'CORNER OF HOUSE AND 30 FEET WEST OF THE NORTHEAST CORNER
 DK1793'OF HOUSE.
 DK1793'
 DK1793'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLUE NO 2 1957,
 DK1793'IS SET IN A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW THE
 DK1793'SURFACE OF GROUND.  IT IS 73 FEET SOUTHWEST OF THE SOUTHWEST
 DK1793'CORNER OF HOUSE AND 61 FEET EAST-NORTHEAST OF CENTER OF THE
 DK1793'GRAVEL ROAD.
 DK1793'
 DK1793'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 DK1793'L 28 1931, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 DK1793'IT IS 74 FEET WEST OF THE SIDE ROAD, 41 FEET NORTHEAST OF
 DK1793'THE NORTHEAST CORNER OF HOUSE AND 26 FEET SOUTH OF CENTER
 DK1793'OF GRAVEL ROAD.  A STANDARD WITNESS POST WAS SET 1 FOOT
 DK1793'EAST OF THE MARK.
 DK1793'
 DK1793'57-A (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 DK1793'57 A 1908, BOLTED TO THE TOP OF A 3-INCH PIPE WHICH PROJECTS
 DK1793'3 INCHES.  IT IS 104 FEET WEST-NORTHWEST OF THE NORTHWEST
 DK1793'CORNER OF HOUSE AND 38 FEET EAST-NORTHEAST OF CENTER OF
 DK1793'GRAVEL ROAD.  A STANDARD WITNESS POST WAS SET 1 FOOT
 DK1793'WEST-NORTHWEST OF MARK.
 DK1793'
 DK1793'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1793
 DK1793                          STATION RECOVERY (1968)
 DK1793
 DK1793'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK1793'THE STATION WAS VISITED 3-5-68 AND THE STATION MARK, REFERENCE
 DK1793'MARK NO. 1 NO. 2 AND 57 A (USGS) WERE FOUND IN GOOD CONDITION.
 DK1793'THE AZIMUTH MARK WAS NOT FOUND.  IT WAS PROBABLY DESTROYED
 DK1793'WHEN THE ROAD WAS WIDENED.
 DK1793'
 DK1793'THE STATION IS LOCATED 3.5 MILES EAST OF PARCHMAN, 6.2 MILES
 DK1793'SOUTHWEST OF WEBB, 7.5 MILES SOUTH OF TUTWILER, 0.8 MILE EAST
 DK1793'OF THE TALLAHATCHIE-SUNFLOWER COUNTY LINE, IN THE SOUTHEAST
 DK1793'1/4 OF SECTION 31, T 24N, R 2W AND ON LAND OWNED BY MR.
 DK1793'W.O. SHURDEN AND OCCUPIED BY MR. E.D. FULGHA.  IT IS 34 FEET
 DK1793'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 20 FEET
 DK1793'SOUTH SOUTHEAST OF A 20 INCH OAK, 50 FEET SOUTH OF A TELEPHONE
 DK1793'LINE POLE, 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DK1793'HOUSE AND 50 FEET SOUTHWEST OF THE WEST END OF A CIRCULAR
 DK1793'DRIVEWAY.
 DK1793'
 DK1793'IT IS A STANDARD TRIANGULATION DISK, STAMPED BLUE 1957, 3 INCHES
 DK1793'BELOW THE GROUND.
 DK1793'
 DK1793'REFERENCE MARK NO. 1 IS 99.90 FEET NORTHEAST OF THE STATION.
 DK1793'IT IS 31 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DK1793'HOUSE, 6 FEET SOUTHWEST OF AN 18 INCH OAK, 68 FEET NORTHEAST
 DK1793'OF A TELEPHONE LINE POLE AND 11 FEET NORTHWEST OF THE CENTER
 DK1793'OF THE WEST END OF THE CIRCULAR DRIVEWAY.  IT IS A STANDARD
 DK1793'DISK, STAMPED BLUE NO 1 1957 2 INCHES BELOW THE GROUND.
 DK1793'
 DK1793'REFERENCE MARK NO. 2 IS 104.17 FEET SOUTHEAST OF THE STATION.
 DK1793'IT IS 62 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 DK1793'30 FEET EAST OF A TWIN MIMOSA, 73 FEET SOUTHWEST OF THE SOUTHEAST
 DK1793'CORNER OF THE HOUSE, 30 FEET NORTHWEST OF THE EAST END OF THE
 DK1793'CIRCULAR DRIVEWAY AND 4 FEET NORTHWEST OF A 16 INCH OAK.  IT IS
 DK1793'A STANDARD REFERENCE MARK DISK STAMPED BLUE NO 2 1957, 2 INCHES
 DK1793'BELOW THE GROUND.
 DK1793'
 DK1793'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 126.66
 DK1793'FEET.
 DK1793'
 DK1793'57 A (USGS) IS 27.38 FEET NORTH NORTHWEST OF THE STATION,
 DK1793'100.89 FEET SOUTHWEST OF R.M. 1, 130.38 FEET NORTHWEST OF
 DK1793'R.M. 2, 37 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 DK1793'11.5 FEET SOUTHWEST OF A 20 INCH OAK, 36 FEET SOUTH SOUTHWEST OF A
 DK1793'TELEPHONE LINE POLE AND 74 FEET SOUTHWEST OF THE CENTER OF
 DK1793'OF THE WEST END OF A CIRCULAR DRIVEWAY, IT IS A STANDARD USGS
 DK1793'BENCH MARK DISK ON A 3 INCH PIPE STAMPED 57 A 1908 AND PROJECTS
 DK1793'4 INCHES.
 DK1793'
 DK1793'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WEBB GO
 DK1793'SOUTHWEST ON MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO THE
 DK1793'INTERSECTION OF U.S. HIGHWAY 49E.  TURN LEFT (SOUTHEAST) AND
 DK1793'CONTINUE ON U.S. HIGHWAY 49E FOR 0.7 MILE TO MISSISSIPPI
 DK1793'HIGHWAY 32 (NOW UNDER CONSTRUCTION) ON THE RIGHT.  TURN RIGHT
 DK1793'(SOUTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 32 FOR
 DK1793'5.35 MILES TO A SIDE ROAD LEFT NEAR A PIPE LINE CROSSING.
 DK1793'CONTINUE WEST ON MISSISSIPPI HIGHWAY 32 FOR 1.7 MILES TO A
 DK1793'SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON AN ALL
 DK1793'WEATHER ROAD FOR 0.3 MILE TO A WHITE HOUSE AND THE STATION
 DK1793'ON THE RIGHT AS DESCRIBED.
 DK1793'
 DK1793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.2 MILES
 DK1793'SOUTHWEST OF WEBB
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2309 ***********************************************************************
 BH2309  DESIGNATION -  BLUE
 BH2309  PID         -  BH2309
 BH2309  STATE/COUNTY-  MS/JACKSON
 BH2309  USGS QUAD   -  GAUTIER NORTH (1982)
 BH2309
 BH2309                         *CURRENT SURVEY CONTROL
 BH2309  ___________________________________________________________________
 BH2309* NAD 83(1993)-  30 28 08.91249(N)    088 40 30.58316(W)     ADJUSTED  
 BH2309* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BH2309  ___________________________________________________________________
 BH2309  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BH2309  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH2309  HORZ ORDER  -  SECOND
 BH2309
 BH2309.The horizontal coordinates were established by classical geodetic methods
 BH2309.and adjusted by the National Geodetic Survey in May 1994.
 BH2309
 BH2309.The orthometric height was scaled from a topographic map.
 BH2309
 BH2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2309
 BH2309.The geoid height was determined by GEOID03.
 BH2309
 BH2309;                    North         East     Units Scale Factor Converg.
 BH2309;SPC MS E     -   107,436.818   315,188.320   MT  0.99995284   +0 04 48.7
 BH2309;SPC MS E     -   352,482.29  1,034,080.35   sFT  0.99995284   +0 04 48.7
 BH2309;UTM  16      - 3,371,964.244   339,188.640   MT  0.99991903   -0 50 58.6
 BH2309
 BH2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2309!SPC MS E     -   1.00000227  x   0.99995284  =   0.99995511
 BH2309!UTM  16      -   1.00000227  x   0.99991903  =   0.99992130
 BH2309
 BH2309|---------------------------------------------------------------------|
 BH2309| PID    Reference Object                     Distance      Geod. Az  |
 BH2309|                                                           dddmmss.s |
 BH2309| DD7591 BLUE RM 1                            39.929 METERS 04635     |
 BH2309| BH2311 HILDA FIRE TOWER                    APPROX. 4.7 KM 1534517.8 |
 BH2309| DD7592 BLUE RM 2                            55.529 METERS 16851     |
 BH2309| DD7590 BLUE AZ MK                                         1880543.5 |
 BH2309|---------------------------------------------------------------------|
 BH2309
 BH2309                          SUPERSEDED SURVEY CONTROL
 BH2309
 BH2309  NAD 83(1993)-  30 28 08.92322(N)    088 40 30.57958(W) AD(       ) 2
 BH2309  NAD 83(1986)-  30 28 08.93521(N)    088 40 30.57555(W) AD(       ) 2
 BH2309  NAD 27      -  30 28 08.21900(N)    088 40 30.49500(W) AD(       ) 2
 BH2309
 BH2309.Superseded values are not recommended for survey control.
 BH2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2309.See file dsdata.txt to determine how the superseded data were derived.
 BH2309
 BH2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3918971964(NAD 83)
 BH2309_MARKER: DS = TRIANGULATION STATION DISK
 BH2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2309
 BH2309  HISTORY     - Date     Condition        Report By
 BH2309  HISTORY     - 1943     MONUMENTED       CGS
 BH2309  HISTORY     - 1950     GOOD             CGS
 BH2309  HISTORY     - 1958     GOOD             CGS
 BH2309  HISTORY     - 1958     GOOD             CGS
 BH2309  HISTORY     - 1959     GOOD             CGS
 BH2309  HISTORY     - 1968     GOOD             MSHD
 BH2309
 BH2309                          STATION DESCRIPTION
 BH2309
 BH2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2309'STATION IS LOCATED ABOUT 7.0 MILES W AND 7.0 MILES N OF PASCAGOULA, 5
 BH2309'MILES S AND 1.0 MILE E OF VANCLEAVE ON LAND OWNED BY R.M.
 BH2309'HEAVENS.  THE STATION DISK IS ABOUT 50 YARDS SSE OF THE FARMHOUSE, 47
 BH2309'FEET W OF THE CENTER LINE OF THE N-S FARM LANE AND 7.5 FEET SW OF
 BH2309'A STANDARD REFERENCE POST.  THE DISK IS STAMPED BLUE 1943.
 BH2309'
 BH2309'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2309'SET IN CONCRETE.
 BH2309'
 BH2309'REFERENCE MARK NO. 1 IS 131.00 FEET NE OF THE STATION.  THE DISK IS
 BH2309'40.5 FEET S OF THE E-W FENCE ENCLOSING THE FRONT LAWN AND 1.5
 BH2309'FEET W OF A N-S FENCE.  THE DISK IS STAMPED BLUE NO. 1 1943.
 BH2309'
 BH2309'REFERENCE MARK NO. 2 IS 182.18 FEET SSW OF THE STATION.  THE DISK IS
 BH2309'SET AT A FENCE CORNER 21 FEET W OF THE CENTER LINE OF THE FARM
 BH2309'LANE.  THE DISK IS STAMPED BLUE NO. 2 1943.
 BH2309'
 BH2309'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE S OF THE STATION, 18 FEET
 BH2309'E OF THE CENTER LINE OF THE LANE AND 3.3 FEET W OF A STANDARD
 BH2309'REFERENCE POST.  THE DISK IS STAMPED BLUE 1943.
 BH2309'
 BH2309'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 BH2309'VANCLEAVE, GO SOUTHERLY ON MISS. HIGHWAY 59 FOR 3.5 MILES TO A
 BH2309'GRADED DIRT ROAD LEFT AT A SIGN READING SINGING RIVER FISH CAMP.
 BH2309'TURN LEFT ON THE DIRT ROAD FOR 2.5 MILES TO A DIRT T-ROAD LEFT AT
 BH2309'A SIGN LOCAL ROAD.  THEN TURN LEFT AND FOLLOW THE FARM ENTRANCE LANE
 BH2309'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR
 BH2309'0.45 MILE TO THE STATION ON THE LEFT.
 BH2309'
 BH2309'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2309
 BH2309                          STATION RECOVERY (1950)
 BH2309
 BH2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2309'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN GOOD
 BH2309'CONDITION.  ORIGINAL DESCRIPTION IS OBSOLETE BECAUSE OF THE
 BH2309'FOLLOWING CHANGES-
 BH2309'
 BH2309'STATION IS ON LAND OWNED BY R.M. HAVENS NOT R.M. HEAVENS.  STATION IS
 BH2309'3.0 FT. S OF A 4- BY 4-IN. WOODEN WITNESS POST, NOT 7.5 FT.
 BH2309'REFERENCE MARK 2 IS 182.18 FT. S-SE OF THE STATION, AND 21 FT. E OF
 BH2309'THE FARM LANE, NOT 182.18 FT. S-SW OF THE STATION, AND 21 FT. W
 BH2309'OF THE FARM LANE.  THE SIGN LOCAL ROAD IS GONE.  A COMPLETE NEW
 BH2309'DESCRIPTION FOLLOWS-
 BH2309'
 BH2309'TO REACH THE STATION FROM THE POST OFFICE IN THE SETTLEMENT OF VAN
 BH2309'CLEAVE, GO S ON MISSISSIPPI HIGHWAY 59 FOR 3.5 MI.  TO A T-ROAD E,
 BH2309'TURN E (LEFT) AND GO 2.5 MI. TO A T-ROAD N, TURN N (LEFT) AND GO 0.6
 BH2309'MI.  STATION IS APPROXIMATELY 50 YD. S-SE OF THE R.M. HAVENS
 BH2309'FARMHOUSE, 47 FT. W OF THE CENTERLINE OF THE ROAD, AND 3.0 FT. S OF A
 BH2309'4- BY 4-IN.  WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 BH2309'BLUE 1943 AND SET IN A 10-IN. SQUARE CONCRETE MONUMENT PROJECTING 0.2
 BH2309'FT.
 BH2309'
 BH2309'REFERENCE MARK 1 IS 131.00 FT. NE OF THE STATION, 40.5 FT. S OF THE
 BH2309'E-W FENCE ENCLOSING THE LAWN IN FRONT OF THE HOUSE, AND 1.5
 BH2309'FT. W OF A N-S FENCE.  A STANDARD DISK, STAMPED BLUE NO 1 1943 AND
 BH2309'SET IN A 10-IN. SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT.
 BH2309'
 BH2309'REFERENCE MARK 2 IS 182.18 FT. S-SE OF THE STATION, 21 FT. E OF THE
 BH2309'CENTERLINE OF THE ROAD, AND AT THE FENCE CORNER.  A STANDARD DISK,
 BH2309'STAMPED BLUE NO 2 1943 AND SET IN A 10-IN. SQUARE CONCRETE MONUMENT
 BH2309'PROJECTING 0.3 FT.
 BH2309'
 BH2309'AZIMUTH MARK IS APPROXIMATELY 0.45 MI. S OF THE STATION ALONG THE
 BH2309'ROAD, 18 FT. E OF THE CENTERLINE OF THE ROAD, AND 3.3 FT. W OF A
 BH2309'4- BY 4-INCH WOODEN WITNESS POST.  A STANDARD DISK, STAMPED BLUE 1943
 BH2309'AND SET IN A 10-IN. SQUARE CONCRETE MONUMENT PROJECTING 0.4
 BH2309'FT.
 BH2309
 BH2309                          STATION RECOVERY (1958)
 BH2309
 BH2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2309'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.  ALL MARKS ARE IN
 BH2309'GOOD CONDITION.  STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY
 BH2309'BUT WAS USED FOR CHECK ANGLE PURPOSES.
 BH2309
 BH2309                          STATION RECOVERY (1958)
 BH2309
 BH2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2309'THE STATION WAS VISITED 12-13-58 AND ALL MARKS WERE FOUND IN GOOD
 BH2309'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH2309'
 BH2309'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF VANCLEAVE AND 7
 BH2309'MILES WEST AND 7 MILES NORTH OF PASCAGOULA ON PROPERTY OWNED
 BH2309'BY MR. R.M. HAVEN.  IT IS IN AN OPEN PASTURE ABOUT 50 YARDS
 BH2309'SOUTH-SOUTHWEST OF THE HAVEN HOUSE, 106 FEET SOUTH OF THE SOUTH
 BH2309'FENCE OF THE FRONT YARD, 40 FEET WEST OF THE CENTER OF THE ROAD
 BH2309'LEADING TO THE HOUSE, 40.5 FEET SOUTHWEST OF A POWER POLE WITH
 BH2309'A TRANSFORMER, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  IT
 BH2309'IS A STANDARD DISK, STAMPED BLUE 1943, PROJECTING 4
 BH2309'INCHES.
 BH2309'
 BH2309'REFERENCE MARK NO. 1 IS 131.00 FEET NORTHEAST OF THE STATION, 5 FEET
 BH2309'SOUTH OF AN EAST-WEST FENCE LINE, 44 FEET WEST OF THE SOUTHEAST
 BH2309'FENCE CORNER OF THE YARD FENCE, 12 FEET NORTH OF A PECAN TREE AND IN
 BH2309'LINE WITH A ROW OF PECAN TREES, AND 12 FEET EAST OF THE
 BH2309'DRIVEWAY LEADING TO THE GARAGE.  IT IS A STANDARD DISK, STAMPED BLUE
 BH2309'NO 1 1943, PROJECTING 6 INCHES.
 BH2309'
 BH2309'REFERENCE MARK NO. 2 IS 182.18 FEET SOUTH-SOUTHEAST OF THE STATION,
 BH2309'IN AN OPEN PASTURE AND 21 FEET EAST OF THE CENTER OF THE
 BH2309'ROAD LEADING TO THE HAVEN HOUSE.  IT IS A STANDARD DISK, STAMPED BLUE
 BH2309'NO 2 1943, FLUSH WITH THE GROUND.
 BH2309'
 BH2309'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION, 19 FEET EAST OF
 BH2309'THE CENTER OF THE ROAD LEADING TO THE HAVEN HOUSE, 1 FOOT WEST OF A
 BH2309'METAL WITNESS POST WITH A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED
 BH2309'BLUE 1943, FLUSH WITH THE GROUND.
 BH2309'
 BH2309'TO REACH THE STATION FROM THE POST OFFICE AT VANCLEAVE, GO SOUTH ON
 BH2309'STATE HIGHWAY 59 FOR 3.35 MILES TO A DIRT ROAD LEFT, TURN LEFT
 BH2309'AND GO EAST ON DIRT ROAD FOR 2.5 MILES TO A PRIVATE ROAD LEFT, TURN
 BH2309'LEFT AND GO NORTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BH2309'CONTINUE NORTH FOR 0.45 MILE TO THE MARK ON THE LEFT AND MR. HAVENS
 BH2309'HOUSE STRAIGHT AHEAD.
 BH2309
 BH2309                          STATION RECOVERY (1959)
 BH2309
 BH2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2309'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 BH2309'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE 1950
 BH2309'DESCRIPTION IS ADEQUATE AND THE ONLY CHANGE IS THAT THE FENCE CORNER,
 BH2309'AT WHICH R.M. 2 WAS LOCATED, NO LONGER EXISTS.
 BH2309
 BH2309                          STATION RECOVERY (1968)
 BH2309
 BH2309'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2309'THE STATION WAS VISITED 7-25-68 AND THE STATION MARK, REFERENCE MARK,
 BH2309'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2309'
 BH2309'THE STATION IS LOCATED 4.7 MILES SOUTH SOUTHEAST OF THE APPROXIMATE
 BH2309'CENTER OF VANCLEAVE, 10 MILES NORTHEAST OF OCEAN SPRINGS,
 BH2309'10 MILES NORTHWEST OF PASCAGOULA NEAR THE CENTER OF SECTION 3, T 7S,
 BH2309'R 7W, AND ON PROPERTY OWNED BY MR.  J.T. GATLIN.  IT IS 187 FEET
 BH2309'SOUTHWEST OF THE SOUTHEAST CORNER OF THE PORCH OF A FRAME HOUSE, 39
 BH2309'FEET WEST OF THE CENTER OF A SHELL ROAD, 40 FEET SOUTHWEST OF
 BH2309'A POWER LINE POLE WITH A TRANSFORMER, 141 FEET SOUTHWEST OF A 50 INCH
 BH2309'OAK, 20 FEET WEST OF THE EXTENDED WEST WALL OF THE HOUSE AND 18
 BH2309'FEET WEST OF A FENCE.
 BH2309'
 BH2309'IT IS A STANDARD TRIANGULATION DISK, STAMPED BLUE 1943 PROJECTING 6
 BH2309'INCHES.
 BH2309'
 BH2309'REFERENCE MARK NO. 1 IS 131.00 FEET NORTHEAST OF THE STATION.  IT IS
 BH2309'91 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE PORCH OF A FRAME
 BH2309'HOUSE, 92 FEET NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 77
 BH2309'FEET SOUTHEAST OF A POWER LINE POLE, 13 FEET NORTH OF A 14 INCH
 BH2309'PECAN, 32 FEET SOUTH OF A 12 INCH PECAN AND 21 FEET WEST OF THE
 BH2309'EXTENDED WEST WALL OF A GARAGE.  IT IS A STANDARD DISK, STAMPED BLUE
 BH2309'NO 1 1943 PROJECTING 4 INCHES.
 BH2309'
 BH2309'REFERENCE MARK NO. 2 IS 182.18 FEET SOUTH SOUTHEAST OF THE STATION.
 BH2309'IT IS 23 FEET EAST OF THE CENTER OF A SHELL ROAD, 54 FEET
 BH2309'NORTH OF A CROSS FENCE CORNER, 212 FEET SOUTHEAST OF A POWER LINE
 BH2309'POLE WITH A TRANSFORMER AND 2 FEET EAST OF A METAL WITNESS POST
 BH2309'IN A FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED BLUE
 BH2309'NO 2 1943 FLUSH WITH THE GROUND.
 BH2309'
 BH2309'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 275.25 FEET.
 BH2309'
 BH2309'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE STATION.  IT IS 20 FEET
 BH2309'EAST OF THE CENTER OF A SHELL ROAD AND 1 FOOT WEST OF A METAL
 BH2309'WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BLUE 1943
 BH2309'FLUSH WITH THE GROUND. A SMALL AMOUNT OF CLEARING WILL BE
 BH2309'REQUIRED FOR THE STATION TO BE VISIBLE FROM THE AZIMUTH.
 BH2309'
 BH2309'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE PASCAGOULA RIVER
 BH2309'AT THE WEST EDGE OF PASCAGOULA GO WEST ON U.S.  HIGHWAY 90 FOR
 BH2309'5.9 MILES TO A CROSSROADS JUST WEST OF THE JACKSON COUNTY JR.
 BH2309'COLLEGE.  TURN RIGHT (NORTH) AND CONTINUE ON A BLACKTOP
 BH2309'ROAD FOR 2.9 MILES TO A LOOKOUT TOWER ON THE RIGHT.  CONTINUE
 BH2309'NORTHWEST ON AN ALL WEATHER ROAD FOR 2.5 MILES TO A SIDE ROAD
 BH2309'RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON A PRIVATE ALL WEATHER ROAD
 BH2309'FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.  TO REACH
 BH2309'THE STATION CONTINUE NORTH ON AN ALL WEATHER ROAD FOR 0.45 MILE TO
 BH2309'A FRAME HOUSE AND THE STATION AS DESCRIBED.
 BH2309'
 BH2309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 4.7 MILES SOUTH
 BH2309'SOUTHEAST OF VANCLEAVE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2711 ***********************************************************************
 BH2711  DESIGNATION -  BLUE
 BH2711  PID         -  BH2711
 BH2711  STATE/COUNTY-  MS/HANCOCK
 BH2711  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2711
 BH2711                         *CURRENT SURVEY CONTROL
 BH2711  ___________________________________________________________________
 BH2711* NAD 83(1993)-  30 19 30.69290(N)    089 21 18.95633(W)     ADJUSTED  
 BH2711* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2711  ___________________________________________________________________
 BH2711  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BH2711  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BH2711  HORZ ORDER  -  SECOND
 BH2711
 BH2711.The horizontal coordinates were established by classical geodetic methods
 BH2711.and adjusted by the National Geodetic Survey in May 1994.
 BH2711
 BH2711.The orthometric height was scaled from a topographic map.
 BH2711
 BH2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2711
 BH2711.The geoid height was determined by GEOID03.
 BH2711
 BH2711;                    North         East     Units Scale Factor Converg.
 BH2711;SPC MS E     -    91,584.250   249,807.860   MT  0.99998107   -0 15 48.7
 BH2711;SPC MS E     -   300,472.66    819,577.95   sFT  0.99998107   -0 15 48.7
 BH2711;SPC LA S     -   203,954.980 1,190,210.522   MT  0.99994170   +0 59 20.6
 BH2711;SPC LA S     -   669,142.30  3,904,882.35   sFT  0.99994170   +0 59 20.6
 BH2711;UTM  16      - 3,357,171.027   273,552.871   MT  1.00023266   -1 11 22.9
 BH2711
 BH2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2711!SPC MS E     -   1.00000401  x   0.99998107  =   0.99998508
 BH2711!SPC LA S     -   1.00000401  x   0.99994170  =   0.99994571
 BH2711!UTM  16      -   1.00000401  x   1.00023266  =   1.00023667
 BH2711
 BH2711:                Primary Azimuth Mark                     Grid Az
 BH2711:SPC MS E     -  BLUE AZ MK                               139 01 52.0
 BH2711:SPC LA S     -  BLUE AZ MK                               137 46 42.7
 BH2711:UTM  16      -  BLUE AZ MK                               139 57 26.2
 BH2711
 BH2711|---------------------------------------------------------------------|
 BH2711| PID    Reference Object                     Distance      Geod. Az  |
 BH2711|                                                           dddmmss.s |
 BH2711| DD7593 BLUE AZ MK                                         1384603.3 |
 BH2711| DD7594 BLUE RM 1                            29.526 METERS 23641     |
 BH2711| DD7595 BLUE RM 2                            26.868 METERS 28643     |
 BH2711|---------------------------------------------------------------------|
 BH2711
 BH2711                          SUPERSEDED SURVEY CONTROL
 BH2711
 BH2711  NAD 83(1986)-  30 19 30.70652(N)    089 21 18.94946(W) AD(       ) 2
 BH2711  NAD 27      -  30 19 30.00800(N)    089 21 18.77300(W) AD(       ) 2
 BH2711
 BH2711.Superseded values are not recommended for survey control.
 BH2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2711.See file dsdata.txt to determine how the superseded data were derived.
 BH2711
 BH2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7355357171(NAD 83)
 BH2711_MARKER: DS = TRIANGULATION STATION DISK
 BH2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2711+STABILITY: SURFACE MOTION
 BH2711
 BH2711  HISTORY     - Date     Condition        Report By
 BH2711  HISTORY     - 1958     MONUMENTED       CGS
 BH2711  HISTORY     - 1970     GOOD             NGS
 BH2711  HISTORY     - 1972     GOOD             MSHD
 BH2711  HISTORY     - 1985     GOOD             MSU
 BH2711
 BH2711                          STATION DESCRIPTION
 BH2711
 BH2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2711'ABOUT 1-1/2 MILES NORTHWEST OF BAY ST.LOUIS, 3/4 MILE NORTH OF U.S.
 BH2711'HIGHWAY 90, ON THE RIGHT-OF-WAY LINE BETWEEN BLUE MEADOW ROAD AND
 BH2711'PROPERTY OWNED BY C.C. MCDONALD OF BAY ST. LOUIS AND ABOUT 0.1 MILE
 BH2711'WEST OF THE PICTAIRN RESIDENCE.
 BH2711'
 BH2711'REACHED FROM THE TRAFFIC LIGHT AT THE WEST END OF THE BAY ST. LOUIS
 BH2711'TOLL BRIDGE ON U.S. HIGHWAY 90, GO WEST ON THE HIGHWAY FOR 1.35
 BH2711'MILE TO A DIAGONAL CROSSROADS, TURN RIGHT AND GO NORTHWESTERLY FOR
 BH2711'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY
 BH2711'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 BH2711'
 BH2711'STATION MARKS ARE STANDARD DISKS, STAMPED BLUE 1958.  THE SURFACE
 BH2711'MARK IS SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 5
 BH2711'INCHES.  IT IS 113.5 FEET WEST OF THE CENTER OF A CATTLEGUARD, 103
 BH2711'FEET NORTHWEST OF THE INTERSECTION OF A GRAVELED DRIVEWAY AND BLUE
 BH2711'MEADOW ROAD (PAVED), 35 FEET NORTH OF THE CENTER OF THE PAVED ROAD,
 BH2711'73 FEET SOUTHEAST OF A PROPERTY LINE FENCE CORNER, 23.3 FEET
 BH2711'SOUTH-SOUTHWEST OF THE PROPERTY LINE FENCE AND 25.4 FEET
 BH2711'EAST-SOUTHEAST OF A TREE HAVING A TRIANGULAR BLAZE ON THE SOUTHEAST
 BH2711'SIDE.  NO WITNESS POST WAS SET.  THE UNDERGROUND MARK IS SET IN AN
 BH2711'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 BH2711'
 BH2711'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1958, SET IN
 BH2711'AN 11-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES. IT IS 43 FEET
 BH2711'SOUTH OF THE CENTER OF THE PAVED ROAD, 73 FEET NORTH OF THE CENTER OF
 BH2711'THE GRAVELED DRIVEWAY AND 21.6 FEET EAST OF A 24-INCH PINE
 BH2711'TREE.
 BH2711'
 BH2711'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1958, SET IN
 BH2711'AN 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES. IT IS 34 FEET
 BH2711'NORTH OF THE CENTER OF THE PAVED ROAD AND 70.4 FEET SOUTH-SOUTHWEST
 BH2711'OF THE FENCE CORNER AND 63 FEET WEST OF THE BLAZED TREE.
 BH2711'
 BH2711'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1958, SET IN AN 11-INCH
 BH2711'SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 21 FEET NORTHEAST
 BH2711'OF THE CENTER OF THE PAVED ROAD, 26 FEET NORTHWEST OF A MAGNOLIA
 BH2711'TREE, 12 FEET EAST OF A CEDAR TREE, 10 FEET SOUTHWEST OF A PROPERTY
 BH2711'LINE FENCE AND 1 FOOT NORTHWEST OF A POWERLINE POLE.  A 4 BY 4 WHITE
 BH2711'WITNESS POST WAS SET 1 FOOT OF THE MARK.
 BH2711'
 BH2711'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2711
 BH2711                          STATION RECOVERY (1970)
 BH2711
 BH2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2711'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 BH2711'CONDITION.  DESCRIPTION ADEQUATE.
 BH2711
 BH2711                          STATION RECOVERY (1972)
 BH2711
 BH2711'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2711'THE STATION WAS VISITED 6-2-72 AND THE STATION MARK RM NO 1, RM
 BH2711'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  (NOTE-THE
 BH2711'AZIMUTH MARK IS VISIBLE FROM THE STATION.)
 BH2711'
 BH2711'THE STATION IS LOCATED 1.3 MILES NORTHWEST OF BAY ST. LOUIS ON
 BH2711'THE ROW LINE BETWEEN BLUE MEADOW ROAD AND PROPERTY OWNED BY
 BH2711'MR. C.C. MC DONALD AND ABOUT 100 YARDS SOUTHWEST OF THE PICTAIRN
 BH2711'RESIDENCE.  IT IS 36 FEET NORTHEAST OF THE CENTER OF BLUE LAKE
 BH2711'ROAD, 113 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A SHELL
 BH2711'STREET WITH BLUE LAKE ROAD, 113 FEET NORTHWEST OF THE CENTER OF
 BH2711'A DRIVEWAY, 126.5 FEET NORTHWEST OF A POWER POLE WITH GUY WIRES,
 BH2711'56 FEET WEST OF THE PROJECTED PLANE OF THE SOUTHEAST WALL OF
 BH2711'A FRAME HOUSE ON THE OPPOSITE SIDE OF THE ROAD AND 1 FOOT
 BH2711'NORTHEAST OF A METAL WITNESS POST.
 BH2711'
 BH2711'IT IS A TRIANGULATION DISK, STAMPED BLUE 1958 PROJECTING 2
 BH2711'INCHES.
 BH2711'
 BH2711'REFERENCE MARK NO 1 IS 96.87 FEET WEST-SOUTHWEST OF THE
 BH2711'STATION.  IT IS 42 FEET SOUTH-SOUTHWEST OF THE CENTER OF BLUE
 BH2711'LAKE ROAD, 33 FEET NORTH OF THE CENTER OF A SHELL STREET, 7 FEET
 BH2711'NORTH OF A POWER LINE, 24 FEET NORTHWEST OF A 20 INCH OAK, 71 FEET
 BH2711'NORTHWEST OF A POLE WITH A LAMP, 36.5 FEET NORTHEAST OF A 20 INCH
 BH2711'OAK AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 BH2711'MARK DISK, STAMPED BLUE NO 1 1958 PROJECTING 3 INCHES.
 BH2711'
 BH2711'REFERENCE MARK NO 2 IS 88.15 MILES NORTHWEST OF THE STATION.  IT
 BH2711'IS 32 FEET NORTH OF THE CENTER OF BLUE LAKE ROAD, 59 FEET EAST OF
 BH2711'THE CENTER OF A DRIVEWAY, 25.5 FEET SOUTH-SOUTHEAST OF A 36 INCH
 BH2711'PINE, 34 FEET SOUTHEAST OF A 14 INCH OAK, 50 FEET SOUTH-SOUTHWEST
 BH2711'OF A 14 INCH MAGNOLIA AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2711'IT IS A REFERENCE MARK DISK, STAMPED BLUE NO 2 1958 PROJECTING 3
 BH2711'INCHES.
 BH2711'
 BH2711'THE AZIMUTH MARK IS 0.3 MILES SOUTHEAST OF THE STATION.  IT IS
 BH2711'20 FEET EAST OF THE CENTER OF BLUE RIDGE ROAD, 64 FEET SOUTH OF
 BH2711'THE CENTER OF A CONCRETE DRIVEWAY, 40.5 FEET NORTH-NORTHWEST OF
 BH2711'THE SOUTHWEST CORNER OF A CYCLONE FENCE, 44.5 FEET NORTHWEST OF
 BH2711'A 12 INCH PALM, 25 FEET NORTH OF THE NORTH ONE OF FOUR MAGNOLIAS,
 BH2711'52 FEET EAST-SOUTHEAST OF POLE NO 13, 1 FOOT NORTH OF A POLE
 BH2711'WITH A LAMP AND 1 FOOT SOUTH-EAST OF A METAL WITNESS POST.  IT
 BH2711'IS AN AZIMUTH MARK DISK, STAMPED BLUE 1958 PROJECTING 2 INCHES.
 BH2711'
 BH2711'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS
 BH2711'BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR 1.35 MILES TO
 BH2711'AN ANGLING CROSSROAD WITH A SHOPPING CENTER IN THE NORTHEAST
 BH2711'ANGLE.  TURN RIGHT AND GO NORTH ON BLUE LAKE ROAD FOR 0.5 MILES
 BH2711'TO THE AZIMUTH ON THE RIGHT JUST BEYOND A LARGE FRAME
 BH2711'HOUSE.  CONTINUE NORTH ON BLUE LAKE ROAD FOR 0.3 MILES TO A
 BH2711'CURVE LEFT AND THE STATION ON THE RIGHT JUST BEYOND AN ANGLING
 BH2711'SIDE STREET LEFT.
 BH2711'
 BH2711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2711'1.3 MILES NORTHWEST OF BAY ST. LOUIS.
 BH2711
 BH2711                          STATION RECOVERY (1985)
 BH2711
 BH2711'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985 (DS)
 BH2711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1666 ***********************************************************************
 EG1666  DESIGNATION -  BLUE
 EG1666  PID         -  EG1666
 EG1666  STATE/COUNTY-  MS/TIPPAH
 EG1666  USGS QUAD   -  BLUE MOUNTAIN (1982)
 EG1666
 EG1666                         *CURRENT SURVEY CONTROL
 EG1666  ___________________________________________________________________
 EG1666* NAD 83(1993)-  34 39 56.11687(N)    089 00 19.21850(W)     ADJUSTED  
 EG1666* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 EG1666  ___________________________________________________________________
 EG1666  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EG1666  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG1666  HORZ ORDER  -  SECOND
 EG1666
 EG1666.The horizontal coordinates were established by classical geodetic methods
 EG1666.and adjusted by the National Geodetic Survey in May 1994.
 EG1666
 EG1666.The orthometric height was scaled from a topographic map.
 EG1666
 EG1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1666
 EG1666.The geoid height was determined by GEOID03.
 EG1666
 EG1666;                    North         East     Units Scale Factor Converg.
 EG1666;SPC MS E     -   572,789.610   284,235.131   MT  0.99995306   -0 05 52.2
 EG1666;SPC MS E     - 1,879,227.25    932,528.09   sFT  0.99995306   -0 05 52.2
 EG1666;UTM  16      - 3,837,788.453   316,254.839   MT  1.00001615   -1 08 27.3
 EG1666
 EG1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1666!SPC MS E     -   0.99997351  x   0.99995306  =   0.99992657
 EG1666!UTM  16      -   0.99997351  x   1.00001615  =   0.99998966
 EG1666
 EG1666:                Primary Azimuth Mark                     Grid Az
 EG1666:SPC MS E     -  RIPLEY CARESS SHOE CO TANK               031 13 07.2
 EG1666:UTM  16      -  RIPLEY CARESS SHOE CO TANK               032 15 42.3
 EG1666
 EG1666|---------------------------------------------------------------------|
 EG1666| PID    Reference Object                     Distance      Geod. Az  |
 EG1666|                                                           dddmmss.s |
 EG1666| EG1640 RIPLEY CARESS SHOE CO TANK          APPROX.11.6 KM 0310715.0 |
 EG1666| EG1634 RIPLEY FEDERAL COMPRESS TANK        APPROX. 7.7 KM 0375639.7 |
 EG1666| CG3262 BLUE RM 1                            25.222 METERS 06651     |
 EG1666| EG1665 BLUE MT TAYLOR MACH MAST 1967        21.503 METERS 07231     |
 EG1666| CG3263 BLUE RM 2                            23.911 METERS 15948     |
 EG1666| EG1667 FLAT ROCK                           APPROX. 8.4 KM 2625140.3 |
 EG1666| CG3261 BLUE AZ MK                                         2754800.6 |
 EG1666|---------------------------------------------------------------------|
 EG1666
 EG1666                          SUPERSEDED SURVEY CONTROL
 EG1666
 EG1666  NAD 83(1993)-  34 39 56.12808(N)    089 00 19.21675(W) AD(       ) 2
 EG1666  NAD 83(1986)-  34 39 56.12812(N)    089 00 19.21714(W) AD(       ) 2
 EG1666  NAD 27      -  34 39 55.77782(N)    089 00 18.98456(W) AD(       ) 2
 EG1666
 EG1666.Superseded values are not recommended for survey control.
 EG1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1666.See file dsdata.txt to determine how the superseded data were derived.
 EG1666
 EG1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1625537788(NAD 83)
 EG1666_MARKER: DS = TRIANGULATION STATION DISK
 EG1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1666
 EG1666  HISTORY     - Date     Condition        Report By
 EG1666  HISTORY     - 1967     MONUMENTED       CGS
 EG1666  HISTORY     - 1979     GOOD             MSHD
 EG1666  HISTORY     - 1980     GOOD             MSSU
 EG1666
 EG1666                          STATION DESCRIPTION
 EG1666
 EG1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1666'STATION IS LOCATED ABOUT 12 MILES NORTH OF NEW ALBANY, 5.5 MILES
 EG1666'SOUTHWEST OF
 EG1666'RIPLEY, 1.5 MILES EAST-SOUTHEAST OF BLUE MT AND ON
 EG1666'PROPERTY OWNED BY MR FRANKLIN
 EG1666'HENDERSON WHICH IS LEASED BY THE TAYLOR
 EG1666'MACHINERY COMPANY OF MEMPHIS, TENNESSEE.
 EG1666'
 EG1666'TO REACH FROM THE POST OFFICE IN BLUE MOUNTAIN, GO SOUTH ON STATE
 EG1666'HIGHWAY 15 FOR 0.2
 EG1666'MILE TO SIDE STREET LEFT AND STATE ROUTE 2 TO THE
 EG1666'RIGHT, TURN LEFT AND GO EAST 0.45
 EG1666'MILE TO A REVERSE FORK, CONTINUE
 EG1666'EAST ON ROAD 0.2 MILE TO A WHITE HOUSE ON RIGHT AND
 EG1666'AZIMUTH MARK AS
 EG1666'DESCRIBED.  CONTINUE EAST ON MAIN ROAD 0.65 MILE TO A GATE ON RIGHT,
 EG1666'TURN RIGHT THROUGH
 EG1666'GATE AND GO SOUTH ON BLADED ROAD 0.05 MILE TO A
 EG1666'LOCKED GATE AND STATION ON LEFT BY
 EG1666'RADIO MAST AS DESCRIBED.
 EG1666'
 EG1666'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1666'
 EG1666'STATION MARK, STAMPED BLUE 1967, IS SET FLUSH.  IT IS 70 FEET
 EG1666'SOUTHEAST OF
 EG1666'LOCKED GATE, 42 FEET EAST OF EAST EMBANKMENT OF ROAD, 37
 EG1666'FEET SOUTHWEST OF TRIANGLE
 EG1666'BLAZED PINE TREE, 22 FEET SOUTH OF FENCE
 EG1666'AND WITNESS POST AND IS ABOUT 15 FEET HIGHER
 EG1666'IN ELEVATION THAN THE ROAD.
 EG1666'
 EG1666'RM 1, STAMPED BLUE NO 1 1967, PROJECTS 4 INCHES.  IT IS 49 FEET EAST
 EG1666'OF TRIANGLE BLAZED
 EG1666'TREE, 14 FEET NORTHEAST OF RADIO MAST, 5 FEET
 EG1666'SOUTH OF FENCE AND 1.7 FEET NORTH OF
 EG1666'WITNESS POST.
 EG1666'
 EG1666'RM 2, STAMPED BLUE NO 2 1967, PROJECTS 8 INCHES.  IT IS 98 FEET SOUTH
 EG1666'OF FENCE, 23 FEET
 EG1666'SOUTHEAST OF TRIANGLE BLAZED PINE TREE AND 3 FEET
 EG1666'SOUTHEAST OF THE WITNESS POST.
 EG1666'
 EG1666'AZIMUTH MARK, STAMPED BLUE 1967, IS SET FLUSH.  IT IS ON PROPERTY
 EG1666'OWNED BY R B
 EG1666'WOOLEY, 97 FEET SOUTH OF CENTER OF ROAD, 48 FEET
 EG1666'SOUTHEAST OF SOUTHEAST CORNER
 EG1666'OF HOUSE, 6.3 FEET NORTHEAST OF
 EG1666'NORTHEAST CORNER OF GARAGE AND 2.3 FEET EAST OF
 EG1666'WITNESS POST.
 EG1666'
 EG1666'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1666
 EG1666                          STATION RECOVERY (1979)
 EG1666
 EG1666'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1666'THE STATION WAS VISITED 6-7-79 AND THE STATION MARK, RM NO 1, RM NO 2
 EG1666'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EG1666'IS NOT VISIBLE FROM THE STATION.
 EG1666'
 EG1666'THE STATION IS LOCATED 1.25 MILES EAST OF BLUE MOUNTAIN ON THE SITE
 EG1666'OF THE BLUE MT. TAYLOR MACHINERY RADIO MAST 5.5 MILES SOUTHWEST OF
 EG1666'RIPLEY IN THE NORTHEAST 1/4 OF SECTION 8, T 5S, R 3E.  IT IS 94.5
 EG1666'FEET EAST OF THE SOUTHEAST CORNER OF A POLE BARN, 70.54 FEET
 EG1666'WEST-SOUTHWEST OF THE CENTER OF THE RADIO MAST, 68 FEET EAST OF THE
 EG1666'CENTER OF A PASTURE ROAD, 66.5 FEET WEST OF THE SOUTHWEST CORNER OF
 EG1666'A SMALL METAL BUILDING, 28 FEET SOUTHEAST OF THE BASE OF A
 EG1666'GUY ANCHOR FOR THE MAST, 22.5 FEET SOUTH OF A METAL WITNESS POST, 14
 EG1666'FEET NORTH OF THE CENTER OF THE DRIVE TO THE TOWER AND IS FLUSH
 EG1666'WITH THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED BLUE
 EG1666'1967.
 EG1666'
 EG1666'REFERENCE MARK NO 1 IS 82.74 FEET NORTHEAST OF THE STATION.  IT IS
 EG1666'14.5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL METAL BUILDING,
 EG1666'14 FEET NORTHEAST OF THE RADIO MAST, 1.5 FEET NORTH-NORTHWEST OF A
 EG1666'METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK
 EG1666'DISK, STAMPED BLUE NO 1 1967.
 EG1666'
 EG1666'REFERENCE MARK NO 2 IS 78.45 FEET SOUTHEAST OF THE STATION.  IT IS 63
 EG1666'FEET SOUTH OF THE CENTER OF THE DRIVE TO THE TOWER, 38.5 FEET
 EG1666'NORTHEAST OF A 7 INCH TWIN OAK, 27 FEET WEST OF A 14 INCH PINE, 3
 EG1666'FEET EAST OF A METAL WITNESS POST AND PROJECTS 8 INCHES.  IT IS A
 EG1666'REFERENCE MARK DISK, STAMPED BLUE NO 2 1967.
 EG1666'
 EG1666'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION.  IT IS ON THE
 EG1666'PROPERTY OF MR. R. B. WOOLEY, 97 FEET SOUTH OF THE CENTER OF HIGHWAY
 EG1666'368, 48 FEET SOUTHEAST OF THE SOUTH-EAST CORNER OF A FRAME HOUSE,
 EG1666'6.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND IS
 EG1666'FLUSH WITH THE GROUND.  IT IS AN AZIMUTH MARK DISK, STAMPED BLUE
 EG1666'1967.
 EG1666'
 EG1666'TO REACH THE STATION FROM THE POST OFFICE IN BLUE MOUNTAIN GO SOUTH
 EG1666'ON STATE HIGHWAY 15 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 2
 EG1666'AND STATE HIGHWAY 368.  TURN LEFT AND GO EAST ON STATE HIGHWAY 368
 EG1666'FOR 0.65 MILE TO A LARGE FRAME HOUSE AND THE AZIMUTH MARK ON THE
 EG1666'RIGHT.  CONTINUE EAST ON STATE HIGHWAY 368 FOR 0.65 MILE TO A GATE
 EG1666'AND A PRIVATE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A
 EG1666'PRIVATE ROAD FOR ABOUT 100 YARDS TO THE MAST AND THE STATION ON
 EG1666'THE LEFT.
 EG1666'
 EG1666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES EAST OF
 EG1666'BLUE MOUNTAIN.
 EG1666
 EG1666                          STATION RECOVERY (1980)
 EG1666
 EG1666'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 EG1666'STATION, REFERENCE MARKS 1, 2, AND AZIMUTH MARK RECOVERED IN GOOD
 EG1666'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1512 ***********************************************************************
 EG1512  DESIGNATION -  BLUE HILL
 EG1512  PID         -  EG1512
 EG1512  STATE/COUNTY-  MS/PRENTISS
 EG1512  USGS QUAD   -  ALTITUDE (1969)
 EG1512
 EG1512                         *CURRENT SURVEY CONTROL
 EG1512  ___________________________________________________________________
 EG1512* NAD 83(1993)-  34 42 17.64257(N)    088 22 55.13712(W)     ADJUSTED  
 EG1512* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 EG1512  ___________________________________________________________________
 EG1512  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 EG1512  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1512  HORZ ORDER  -  FIRST
 EG1512
 EG1512.The horizontal coordinates were established by classical geodetic methods
 EG1512.and adjusted by the National Geodetic Survey in May 1994.
 EG1512
 EG1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1512
 EG1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1512
 EG1512.The geoid height was determined by GEOID03.
 EG1512
 EG1512;                    North         East     Units Scale Factor Converg.
 EG1512;SPC MS E     -   577,229.806   341,348.449   MT  0.99997106   +0 15 25.1
 EG1512;SPC MS E     - 1,893,794.79  1,119,907.37   sFT  0.99997106   +0 15 25.1
 EG1512;UTM  16      - 3,841,187.608   373,436.385   MT  0.99979743   -0 47 13.0
 EG1512
 EG1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1512!SPC MS E     -   0.99997451  x   0.99997106  =   0.99994557
 EG1512!UTM  16      -   0.99997451  x   0.99979743  =   0.99977195
 EG1512
 EG1512:                Primary Azimuth Mark                     Grid Az
 EG1512:SPC MS E     -  HOLCUT CAIRO TANK                        025 00 41.0
 EG1512:UTM  16      -  HOLCUT CAIRO TANK                        026 03 19.1
 EG1512
 EG1512|---------------------------------------------------------------------|
 EG1512| PID    Reference Object                     Distance      Geod. Az  |
 EG1512|                                                           dddmmss.s |
 EG1512| EG1508 HOLCUT CAIRO TANK                   APPROX. 5.1 KM 0251606.1 |
 EG1512| EG1487 KNOB RESET                          APPROX.15.8 KM 0542335.6 |
 EG1512| CG3265 BLUE HILL RM 1                       17.840 METERS 09413     |
 EG1512| CG3264 BLUE HILL AZ MK                                    1121217.9 |
 EG1512| EG1513 CRC 38 TVA 1950 1970                 14.750 METERS 18235     |
 EG1512|---------------------------------------------------------------------|
 EG1512
 EG1512                          SUPERSEDED SURVEY CONTROL
 EG1512
 EG1512  NAD 83(1993)-  34 42 17.64512(N)    088 22 55.13589(W) AD(       ) 1
 EG1512  NAD 83(1986)-  34 42 17.65199(N)    088 22 55.13572(W) AD(       ) 1
 EG1512  NAD 27      -  34 42 17.31300(N)    088 22 54.97300(W) AD(       ) 1
 EG1512  NGVD 29 (07/19/86)  189.8    (m)          623.     (f) VERT ANG    3  
 EG1512
 EG1512.Superseded values are not recommended for survey control.
 EG1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1512.See file dsdata.txt to determine how the superseded data were derived.
 EG1512
 EG1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7343641188(NAD 83)
 EG1512_MARKER: DS = TRIANGULATION STATION DISK
 EG1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1512
 EG1512  HISTORY     - Date     Condition        Report By
 EG1512  HISTORY     - 1950     MONUMENTED       CGS
 EG1512  HISTORY     - 1962     GOOD             MSHD
 EG1512  HISTORY     - 1970     GOOD             NGS
 EG1512  HISTORY     - 1979     GOOD             MSHD
 EG1512
 EG1512                          STATION DESCRIPTION
 EG1512
 EG1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1512'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF BOONEVILLE, 7
 EG1512'MILES NORHTWEST OF
 EG1512'PADEN, AND ON PROPERTY OWNED BY THE MISSISSIPPI FOREST
 EG1512'SERVICE.  THE MARK IS 59 FEET
 EG1512'EAST OF THE APPROXIMATE CENTER OF A
 EG1512'GRAVELED ROAD AND 39 FEET NORTH OF THE NORTHWEST
 EG1512'LEG OF THE LOOKOUT
 EG1512'TOWER.
 EG1512'
 EG1512'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN
 EG1512'PADEN, GO WEST AND
 EG1512'SOUTH ON STATE HIGHWAY 30 FOR 5 MILES TO THE JUNCTION OF
 EG1512'STATE HIGHWAY 365 AND THE
 EG1512'FORKED OAK BAPTIST CHURCH ON THE RIGHT,
 EG1512'TURN RIGHT, NORTH, AND GO 5 MILES ON HIGHWAY
 EG1512'365 TO A SIDE ROAD LEFT,
 EG1512'TURN LEFT, WEST, AND GO 1.85 MILES TO THE AZIMUTH MARK ON THE
 EG1512'RIGHT.  CONTINUE
 EG1512'WESTERLY FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT, NORTH,
 EG1512'AND GO 0.1 MILE TO THE BLUE
 EG1512'HILL LOOKOUT TOWER AND STATION ON THE
 EG1512'RIGHT.
 EG1512'
 EG1512'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLUE HILL
 EG1512'1950.
 EG1512'
 EG1512'REFERENCE MRK NO. 1 IS 50 FEET NORHTEAST OF THE NORTHEAST LEG OF THE
 EG1512'LOOKOUT TOWER.
 EG1512'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 EG1512'BLUE HILL NO 1 1950.
 EG1512'
 EG1512'T.V.A. SURVEY MARKER C.R.C.-38 WAS USED FOR A REFERENCE MARKER.  THE
 EG1512'MARK IS LOCATED AT THE
 EG1512'CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT IS A
 EG1512'STANDARD BRONZE T.V.A.  MARKER
 EG1512'SET IN THE TOP OF A 6-INCH SQUARE
 EG1512'CONCRETE POST, PROJECTING 6 INCHES, AND STAMPED C
 EG1512'R C - 38 1948.
 EG1512'
 EG1512'THE AZIMUTH MARK IS 20 FEET NORTH OF TH E APPROXIMATE CENTER OF A
 EG1512'GRAVELED ROAD AND 7
 EG1512'FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 5
 EG1512'INCHES, AND THE DISK IS
 EG1512'STAMPED BLUE HILL 1950.
 EG1512'
 EG1512'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK ARE
 EG1512'STANDARD DISKS SET IN THE
 EG1512'TOPS OF 12-INCH CONCRETE CYLINDERS.
 EG1512
 EG1512                          STATION RECOVERY (1962)
 EG1512
 EG1512'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1512'THE STATION WAS VISITED AND THE STATION, RM 1, AND RM 2 WERE FOUND IN
 EG1512'GOOD CONDITION.
 EG1512'THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD
 EG1512'CONSTRUCTION.
 EG1512'
 EG1512'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE POST OFFICE
 EG1512'IN PADEN BY GOING
 EG1512'WEST ON A GRAVEL ROAD (OLD HIGHWAY 3) FOR 5.3 MILES
 EG1512'TO STATE HIGHWAY 365, TURN RIGHT,
 EG1512'NORTH, AND GO 4.8 MILES TO A GRAVEL
 EG1512'ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 2.4 MILES
 EG1512'TO A CROSSROAD,
 EG1512'TURN RIGHT, NORTH, AND GO 0.1 MILE TO A LOOKOUT TOWER AND THE STATION
 EG1512'ON THE RIGHT.
 EG1512'
 EG1512'THE STATION AND RM NO. 1 ARE STANDARD BRONZE DISKS SET IN THE TOP OF
 EG1512'12 INCH ROUND
 EG1512'CONCRETE POSTS.  THE STATION IS STAMPED BLUE HILL 1950
 EG1512'AND THE MARK PROJECTS 12 INCHES.
 EG1512'IT IS 59 FEET EAST OF THE CENTER OF
 EG1512'A GRAVEL ROAD, 39 FEET NORTH OF THE NORTHWEST LEG
 EG1512'OF THE TOWERS.
 EG1512'
 EG1512'RM 1 IS 58.86 FEET EAST OF THE STATION, 60 FEET NORTHEAST OF THE
 EG1512'NORTHEAST LEG OF
 EG1512'THE LOOKOUT TOWER, IS STAMPED BLUE HILL NO 1 1950
 EG1512'AND PROJECTS 8 INCHES.
 EG1512'
 EG1512'RM 2 IS DIRECTLY UNDER THE BLUE HILL LOOKOUT TOWER, 48.67 FEET SOUTH
 EG1512'OF THE STATION, IS
 EG1512'STAMPED CRC-38 1948 AND PROJECTS 10 INCHES.
 EG1512
 EG1512                          STATION RECOVERY (1970)
 EG1512
 EG1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1512'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EG1512'CONDITION.  A SHORTER DISTANCE WAS MEASURED TO BOTH REFERENCE
 EG1512'MARKS.  THE DISTANCE TO REFERENCE MARK 1 BEING 0.39 FEET.  THE
 EG1512'DISTANCE TO REFERENCE MARK 2 (C.R.C.-38 (T.V.A.) BEING 0.28
 EG1512'FEET.  THE STATION IS ON PROPERTY OWNED BY THE MISSISSIPPI
 EG1512'STATE FORESTRY.  THE 1962 DESCRIPTION IS ADEQUATE.
 EG1512'
 EG1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EG1512'4-1/2 MILES NORTH OF BURTONS.
 EG1512
 EG1512                          STATION RECOVERY (1979)
 EG1512
 EG1512'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1512'THE STATION WAS VISITED 3-12-79 AND THE STATION MARK, RM NO 1, AND
 EG1512'RM NO 2 (CRC 38) AND THE LOOKOUT TOWER WERE FOUND IN GOOD
 EG1512'CONDITION.  CRC 38 POST HAS BEEN CHIPPED ON THE NORTHEAST CORNER
 EG1512'BUT IT DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 EG1512'
 EG1512'THE STATION IS LOCATED 11 MILES NORTHEAST OF BOONEVILLE JUST NORTH
 EG1512'OF A LOOKOUT TOWER, 7.5 MILES NORTHWEST OF PADEN, 2.5 MILES
 EG1512'SOUTHWEST OF CAIRO IN THE SOUTHWEST 1/4 OF SECTION 29, T 4S, R 9E.
 EG1512'IT IS 64 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 57 FEET
 EG1512'NORTHWEST OF A POWER SERVICE POLE, 40 FEET SOUTHEAST OF A 24 INCH
 EG1512'OAK, 39.5 FEET NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE
 EG1512'TOWER, 39 FEET NORTHEAST OF THE NORTHWEST LEG OF THE TOWER, 37.5
 EG1512'FEET EAST OF A FENCE CORNER, 16 FEET SOUTHWEST OF A 12 INCH TRIPPLE
 EG1512'OAK, 2.5 FEET NORTH OF A FENCE, 1.5 FEET NORTH OF A METAL
 EG1512'WITNESS POST AND PROJECTS 10 INCHES.  IT IS A TRIANGULATION
 EG1512'DISK, STAMPED BLUE HILL 1950.
 EG1512'
 EG1512'REFERENCE MARK NO 1 IS 58.86 FEET EAST OF THE STATION.  IT IS 121
 EG1512'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 95.5 FEET EAST OF A
 EG1512'FENCE CORNER, 60 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE
 EG1512'TOWER, 50.5 FEET SOUTHEAST OF A 12 INCH TRIPPLE OAK, 22 FEET
 EG1512'NORTHEAST OF A POWER SERVICE POLE, 6 FEET SOUTH OF A FENCE, 1
 EG1512'FOOT NORTH OF A METAL WITNESS POST AND PROJECTS 7 INCHES.  IT IS
 EG1512'A REFERENCE MARK DISK, STAMPED BLUE HILL NO 1 1950.
 EG1512'
 EG1512'T.V.A. SURVEY MARKER CRC-38 IS 48.67 FEET SOUTH OF THE STATION
 EG1512'DIRECTLY UNDER THE CENTER OF THE BLUE HILL LOOKOUT TOWER.  IT IS
 EG1512'90 FEET NORTH-NORTHEAST OF A 20 INCH OAK, 62.5 FEET SOUTH-SOUTHWEST
 EG1512'OF A 12 INCH TRIPPLE OAK, 58 FEET WEST OF A POWER SERVICE POLE, 56
 EG1512'FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 15.5 FEET
 EG1512'NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER.  IT IS A T.V.A. DISK
 EG1512'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 7
 EG1512'INCHES AND IS STAMPED CRC-38 1948.
 EG1512'
 EG1512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND 4
 EG1512'ABOUT 2 MILES EAST OF BOONEVILLE GO EAST ON STATE HIGHWAY 30 FOR
 EG1512'13.35 MILES TO THE JUNCTION OF STATE HIGHWAY 365.  TURN LEFT AND
 EG1512'GO NORTH ON STATE HIGHWAY 365 FOR 3.7 MILES TO A SIDE ROAD AND A
 EG1512'STORE ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 EG1512'0.35 MILE TO A T INTERSECTION.  TURN RIGHT AND GO NORTH ON A
 EG1512'WINDING GRAVELED ROAD FOR 1.7 MILES TO A T INTERSECTION.  TURN
 EG1512'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A FORK.  TAKE
 EG1512'THE LEFT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A
 EG1512'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 EG1512'0.1 MILE TO THE TOWER AND THE MARK ON THE RIGHT.
 EG1512'
 EG1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 EG1512'NORTHWEST OF PADEN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1514 ***********************************************************************
 EG1514  DESIGNATION -  BLUE HILL LOOKOUT TOWER
 EG1514  PID         -  EG1514
 EG1514  STATE/COUNTY-  MS/PRENTISS
 EG1514  USGS QUAD   -  ALTITUDE (1969)
 EG1514
 EG1514                         *CURRENT SURVEY CONTROL
 EG1514  ___________________________________________________________________
 EG1514* NAD 83(1993)-  34 42 17.15868(N)    088 22 55.16278(W)     ADJUSTED  
 EG1514* NAVD 88     -              **(meters)            **(feet)            
 EG1514  ___________________________________________________________________
 EG1514  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 EG1514  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1514  HORZ ORDER  -  THIRD
 EG1514
 EG1514.The horizontal coordinates were established by classical geodetic methods
 EG1514.and adjusted by the National Geodetic Survey in May 1994.
 EG1514
 EG1514
 EG1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1514
 EG1514.The geoid height was determined by GEOID03.
 EG1514
 EG1514;                    North         East     Units Scale Factor Converg.
 EG1514;SPC MS E     -   577,214.892   341,347.863   MT  0.99997106   +0 15 25.1
 EG1514;SPC MS E     - 1,893,745.86  1,119,905.45   sFT  0.99997106   +0 15 25.1
 EG1514;UTM  16      - 3,841,172.710   373,435.528   MT  0.99979743   -0 47 13.0
 EG1514
 EG1514                          SUPERSEDED SURVEY CONTROL
 EG1514
 EG1514  NAD 83(1993)-  34 42 17.16154(N)    088 22 55.16146(W) AD(       ) 4
 EG1514  NAD 83(1986)-  34 42 17.16799(N)    088 22 55.16166(W) AD(       ) 4
 EG1514  NAD 27      -  34 42 16.83000(N)    088 22 54.99200(W) AD(       ) 3
 EG1514
 EG1514.Superseded values are not recommended for survey control.
 EG1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1514.See file dsdata.txt to determine how the superseded data were derived.
 EG1514
 EG1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7343641173(NAD 83)
 EG1514_MARKER: 57 = LOOKOUT TOWER
 EG1514
 EG1514  HISTORY     - Date     Condition        Report By
 EG1514  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1514  HISTORY     - 1962     GOOD             MSHD
 EG1514  HISTORY     - 1970     GOOD             NGS
 EG1514  HISTORY     - 1979     GOOD             MSHD
 EG1514
 EG1514                          STATION DESCRIPTION
 EG1514
 EG1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1514'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF BOONEVILLE, 9
 EG1514'MILES NORTHWEST OF
 EG1514'TISHOMINGO, AND ON PROPERTY OF THE MISSISSIPPI STATE
 EG1514'FOREST SERVICE.
 EG1514'
 EG1514'IT IS A FOUR-LEGGED STEEL STRUCTURE, 110 FEET HIGH, AND HAS A GLASS
 EG1514'ENCLOSED OBSERVATION
 EG1514'PLATFORM AT ITS TOP.
 EG1514'
 EG1514'THE POINT INTERSECTED WAS THE APEX OF THE ROOF ON THE OBSERVATION
 EG1514'PLATFORM.
 EG1514
 EG1514                          STATION RECOVERY (1962)
 EG1514
 EG1514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1514'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 EG1514'
 EG1514'THE 1950 DESCRIPTION IS ADEQUATE.
 EG1514
 EG1514                          STATION RECOVERY (1970)
 EG1514
 EG1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1514'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1950.
 EG1514
 EG1514                          STATION RECOVERY (1979)
 EG1514
 EG1514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1514'THE STATION SITE WAS VISITED 3-21-79 AND THE TOWER WAS FOUND TO BE
 EG1514'STANDING AND IN GOOD CONDITION.
 EG1514'
 EG1514'THE STATION IS LOCATED 11 MILES NORTHEAST OF BOONEVILLE, 7.5 MILES
 EG1514'NORTHWEST OF PADEN, 2.6 MILES SOUTHWEST OF CAIRO IN THE SOUTHWEST
 EG1514'1/4 OF SECTION 1/4 OF SECTION 29, T 4S, R 9E.  IT IS A GLASS
 EG1514'ENCLOSED CABIN ATOP A FOUR LEGGED STEEL STRUCTURE 110 FEET HIGH.
 EG1514'THE APEX OF THE ROOF WAS THE POINT OBSERVED.
 EG1514'
 EG1514'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND 4
 EG1514'ABOUT 2 MILES EAST OF BOONEVILLE GO EAST ON STATE HIGHWAY 30 FOR
 EG1514'13.35 MILES TO THE JUNCTION OF STATE HIGHWAY 365.  TURN LEFT AND GO
 EG1514'NORTH ON STATE HIGHWAY 365 FOR 3.7 MILES TO A SIDE ROAD AND A
 EG1514'STORE ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 EG1514'0.35 MILE TO A T INTERSECTION.  TURN RIGHT AND GO NORTH ON A
 EG1514'WINDING GRAVELED ROAD FOR 1.7 MILES TO A T INTERSECTION.  TURN
 EG1514'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A FORK.
 EG1514'TAKE THE LEFT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A
 EG1514'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
 EG1514'MILE TO THE TOWER ON THE RIGHT.
 EG1514'
 EG1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 EG1514'NORTHWEST OF PADEN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1665 ***********************************************************************
 EG1665  DESIGNATION -  BLUE MT TAYLOR MACH MAST 1967
 EG1665  PID         -  EG1665
 EG1665  STATE/COUNTY-  MS/TIPPAH
 EG1665  USGS QUAD   -  BLUE MOUNTAIN (1982)
 EG1665
 EG1665                         *CURRENT SURVEY CONTROL
 EG1665  ___________________________________________________________________
 EG1665* NAD 83(1993)-  34 39 56.32642(N)    089 00 18.41293(W)     ADJUSTED  
 EG1665* NAVD 88     -              **(meters)            **(feet)            
 EG1665  ___________________________________________________________________
 EG1665  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EG1665  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG1665  HORZ ORDER  -  THIRD
 EG1665
 EG1665.The horizontal coordinates were established by classical geodetic methods
 EG1665.and adjusted by the National Geodetic Survey in May 1994.
 EG1665
 EG1665
 EG1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1665
 EG1665.The geoid height was determined by GEOID03.
 EG1665
 EG1665;                    North         East     Units Scale Factor Converg.
 EG1665;SPC MS E     -   572,796.032   284,255.652   MT  0.99995305   -0 05 51.7
 EG1665;SPC MS E     - 1,879,248.31    932,595.42   sFT  0.99995305   -0 05 51.7
 EG1665;UTM  16      - 3,837,794.501   316,275.474   MT  1.00001606   -1 08 26.9
 EG1665
 EG1665                          SUPERSEDED SURVEY CONTROL
 EG1665
 EG1665  NAD 83(1986)-  34 39 56.33727(N)    089 00 18.41142(W) AD(       ) 4
 EG1665  NAD 27      -  34 39 55.98739(N)    089 00 18.17906(W) AD(       ) 3
 EG1665
 EG1665.Superseded values are not recommended for survey control.
 EG1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1665.See file dsdata.txt to determine how the superseded data were derived.
 EG1665
 EG1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1627537795(NAD 83)
 EG1665_MARKER: 42 = RADIO/TV MAST
 EG1665
 EG1665  HISTORY     - Date     Condition        Report By
 EG1665  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1665  HISTORY     - 1979     GOOD             MSHD
 EG1665
 EG1665                          STATION DESCRIPTION
 EG1665
 EG1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1665'STATION IS LOCATED 1.5 MILES EAST-SOUTHEAST OF BLUE MT, ON PROPERTY
 EG1665'OWNED BY MR
 EG1665'FRANKLIN HENDERSON AND LEASED BY THE TAYLOR MACHINERY
 EG1665'COMPANY OF MEMPHIS.
 EG1665'
 EG1665'TO REACH FROM THE POST OFFICE IN BLUE MT, TO SOUTH ON STATE ROUTE 15
 EG1665'FOR 0.2 MILE TO
 EG1665'SIDE STREET LEFT, TURN LEFT AND GO EASTERLY FOLLOWING
 EG1665'MAIN ROAD 1.3 MILES TO GRAVEL PIT
 EG1665'ON LEFT AND GATE ON RIGHT, TURN
 EG1665'RIGHT AND GO SOUTH 0.05 MILE TO LOCKED GATE AND
 EG1665'STATION AS DESCRIBED.
 EG1665'
 EG1665'THE MAST IS 300 FEET HIGH WITH A RED LIGHT AND ANTENNA ON TOP, IS
 EG1665'PAINTED RED AND
 EG1665'WHITE AND IS 100 FEET EAST OF LOCKED GATE ON HIGHEST
 EG1665'PART OF HILL.
 EG1665'
 EG1665'A TRAVERSE CONNECTION WAS MADE FROM STATION BLUE TO CENTER BASE AND
 EG1665'THE DISTANCE IS
 EG1665'70.54 FEET OR 21.502 METERS.
 EG1665
 EG1665                          STATION RECOVERY (1979)
 EG1665
 EG1665'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1665'THE STATION SITE WAS VISITED 6-7-79 AND THE TOWER WAS FOUND TO BE
 EG1665'STANDING AND IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION WAS
 EG1665'FOUND TO BE CORRECT.
 EG1665'
 EG1665'THE STATION IS LOCATED 1.25 MILES EAST OF BLUE MOUNTAIN ABOUT 100
 EG1665'YARDS SOUTH OF STATE HIGHWAY 368 IN THE NORTHEAST 1/4 OF SECTION 8,
 EG1665'T 5S, R 3E.
 EG1665'
 EG1665'TO REACH FROM THE POST OFFICE IN BLUE MOUNTAIN GO SOUTH ON STATE
 EG1665'HIGHWAY 15 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 2 AND
 EG1665'368.  TURN LEFT AND GO EAST ON STATE HIGHWAY 368 FOR 1.3 MILES TO
 EG1665'THE MARK ON THE RIGHT.
 EG1665'
 EG1665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES EAST OF
 EG1665'BLUE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1723 ***********************************************************************
 DJ1723  DESIGNATION -  BLUFF LAKE LOT
 DJ1723  PID         -  DJ1723
 DJ1723  STATE/COUNTY-  MS/NOXUBEE
 DJ1723  USGS QUAD   -  BLUFF LAKE (1965)
 DJ1723
 DJ1723                         *CURRENT SURVEY CONTROL
 DJ1723  ___________________________________________________________________
 DJ1723* NAD 83(1993)-  33 16 45.29068(N)    088 47 35.83801(W)     ADJUSTED  
 DJ1723* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 DJ1723  ___________________________________________________________________
 DJ1723  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DJ1723  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DJ1723  HORZ ORDER  -  THIRD
 DJ1723
 DJ1723.The horizontal coordinates were established by classical geodetic methods
 DJ1723.and adjusted by the National Geodetic Survey in May 1994.
 DJ1723
 DJ1723.The orthometric height was scaled from a topographic map.
 DJ1723
 DJ1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1723
 DJ1723.The geoid height was determined by GEOID03.
 DJ1723
 DJ1723;                    North         East     Units Scale Factor Converg.
 DJ1723;SPC MS E     -   419,009.008   303,730.314   MT  0.99995017   +0 01 19.1
 DJ1723;SPC MS E     - 1,374,698.72    996,488.54   sFT  0.99995017   +0 01 19.1
 DJ1723;UTM  16      - 3,683,679.392   332,997.248   MT  0.99994387   -0 59 03.3
 DJ1723
 DJ1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1723!SPC MS E     -   0.99998687  x   0.99995017  =   0.99993704
 DJ1723!UTM  16      -   0.99998687  x   0.99994387  =   0.99993074
 DJ1723
 DJ1723                          SUPERSEDED SURVEY CONTROL
 DJ1723
 DJ1723  NAD 83(1993)-  33 16 45.30197(N)    088 47 35.83464(W) AD(       ) 4
 DJ1723  NAD 83(1986)-  33 16 45.30106(N)    088 47 35.83456(W) AD(       ) 4
 DJ1723
 DJ1723.Superseded values are not recommended for survey control.
 DJ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1723.See file dsdata.txt to determine how the superseded data were derived.
 DJ1723
 DJ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3299783679(NAD 83)
 DJ1723_MARKER: 57 = LOOKOUT TOWER
 DJ1723
 DJ1723  HISTORY     - Date     Condition        Report By
 DJ1723  HISTORY     - UNK      FIRST OBSERVED   USGS
 DJ1723  HISTORY     - 1981     GOOD             MSSU
 DJ1723  HISTORY     - 20050324 GOOD             INDIV
 DJ1723
 DJ1723                          STATION DESCRIPTION
 DJ1723
 DJ1723'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 DJ1723'STARKVILLE, ABOUT 12.5 MI S. AND 1.0 MI E. OF; IN NW 1/4 SEC. 5,
 DJ1723'T. 16 N., R. 15 E., ON SMALL WOODED PENINSULA RUNNING INTO BLUFF LAKE
 DJ1723'FROM SW. SIDE; NEAR U.S. DEPT. OF INTERIOR NOXUBEE REFUGE
 DJ1723'HEADQUARTERS; A STEEL TOWER WITH OBSERVATION CAB, 120 FT IN HEIGHT.
 DJ1723'STATION IS CENTER OF TOWER.
 DJ1723
 DJ1723                          STATION RECOVERY (1981)
 DJ1723
 DJ1723'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1723'THE STATION WAS RECOVERED IN GOOD CONDITION.  AN ECCENTRIC STATION WAS
 DJ1723'ESTABLISHED ON THE FIRST LANDING BELOW THE CAB AND A TIE MADE TO THE
 DJ1723'CENTER OF THE CAB.  A SECOND ORDER CLASS 1 POSITION IS TO BE
 DJ1723'ESTABLISHED ON THE ECCENTRIC POINT AND TRANSFERRED TO THE CAB CENTER.
 DJ1723'THE PRESENT POSITION IS THIRD ORDER BY THE USGS.
 DJ1723
 DJ1723                          STATION RECOVERY (2005)
 DJ1723
 DJ1723'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WC)
 DJ1723'THE TOWER IS STILL IN STANDING AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2492 ***********************************************************************
 BH2492  DESIGNATION -  BLUFF RESET
 BH2492  PID         -  BH2492
 BH2492  STATE/COUNTY-  MS/JACKSON
 BH2492  USGS QUAD   -  VESTRY (1982)
 BH2492
 BH2492                         *CURRENT SURVEY CONTROL
 BH2492  ___________________________________________________________________
 BH2492* NAD 83(1993)-  30 40 27.29141(N)    088 49 38.65402(W)     ADJUSTED  
 BH2492* NAVD 88     -        53.38   (+/-2cm)     175.1    (feet)  VERTCON   
 BH2492  ___________________________________________________________________
 BH2492  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2492  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 BH2492  HORZ ORDER  -  SECOND
 BH2492  VERT ORDER  -  THIRD ? (See Below)
 BH2492
 BH2492.The horizontal coordinates were established by classical geodetic methods
 BH2492.and adjusted by the National Geodetic Survey in May 1994.
 BH2492
 BH2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2492.The vertical order pertains to the NGVD 29 superseded value.
 BH2492
 BH2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2492
 BH2492.The geoid height was determined by GEOID03.
 BH2492
 BH2492;                    North         East     Units Scale Factor Converg.
 BH2492;SPC MS E     -   130,163.471   300,568.174   MT  0.99995000   +0 00 10.9
 BH2492;SPC MS E     -   427,044.65    986,114.08   sFT  0.99995000   +0 00 10.9
 BH2492;UTM  16      - 3,394,925.800   324,940.404   MT  0.99997806   -0 55 57.0
 BH2492
 BH2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2492!SPC MS E     -   0.99999613  x   0.99995000  =   0.99994613
 BH2492!UTM  16      -   0.99999613  x   0.99997806  =   0.99997419
 BH2492
 BH2492:                Primary Azimuth Mark                     Grid Az
 BH2492:SPC MS E     -  BLUFF AZ MK                              111 38 47.7
 BH2492:UTM  16      -  BLUFF AZ MK                              112 34 55.6
 BH2492
 BH2492|---------------------------------------------------------------------|
 BH2492| PID    Reference Object                     Distance      Geod. Az  |
 BH2492|                                                           dddmmss.s |
 BH2492| AI2924 BLUFF AZ MK                                        1113858.6 |
 BH2492| AI2922 BLUFF RM 1                           26.761 METERS 17737     |
 BH2492| AI2923 BLUFF RM 2                           28.529 METERS 30407     |
 BH2492|---------------------------------------------------------------------|
 BH2492
 BH2492                          SUPERSEDED SURVEY CONTROL
 BH2492
 BH2492  NAD 83(1993)-  30 40 27.30540(N)    088 49 38.64871(W) AD(       ) 2
 BH2492  NAD 83(1986)-  30 40 27.31114(N)    088 49 38.64880(W) AD(       ) 2
 BH2492  NAD 27      -  30 40 26.61600(N)    088 49 38.53500(W) AD(       ) 2
 BH2492  NGVD 29 (07/19/86)   53.36   (m)          175.1    (f) LEVELING    3  
 BH2492
 BH2492.Superseded values are not recommended for survey control.
 BH2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2492.See file dsdata.txt to determine how the superseded data were derived.
 BH2492
 BH2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2494094926(NAD 83)
 BH2492_MARKER: DS = TRIANGULATION STATION DISK
 BH2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2492_STAMPING: BLUFF 1943 1984
 BH2492_MARK LOGO: NGS   
 BH2492_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2492+STABILITY: SURFACE MOTION
 BH2492
 BH2492  HISTORY     - Date     Condition        Report By
 BH2492  HISTORY     - 1984     MONUMENTED       NGS
 BH2492
 BH2492                          STATION DESCRIPTION
 BH2492
 BH2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BH2492'THE STAION MARK WAS FOUND LEANING ABOUT 10 DEGREES TO THE SOUTH,
 BH2492'REFERNCE MARK NO 1 AND NO 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 BH2492'GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE
 BH2492'TO TREES.  THE STATION MONUMENT WAS PULLED AND RESET OVER THE UNDER
 BH2492'GROUND MARK AT THIS DATE.  NO SUITABLE LOCATION WAS AVAILABLE FOR A
 BH2492'NEW AZIMUTH MARK DUE TO PINE WOODS.  THE STATION DISK IS
 BH2492'STAMPED---BLUFF 1943 1984--. THE 1968 DESCRIPTION BY H.B.T.  (MSHD) IS
 BH2492'ADEQUATE AND COMPLETE AT THIS DATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1528 ***********************************************************************
 BV1528  DESIGNATION -  BLY
 BV1528  PID         -  BV1528
 BV1528  STATE/COUNTY-  MS/JONES
 BV1528  USGS QUAD   -  RHODES (1964)
 BV1528
 BV1528                         *CURRENT SURVEY CONTROL
 BV1528  ___________________________________________________________________
 BV1528* NAD 83(1993)-  31 26 07.57045(N)    088 58 23.97413(W)     ADJUSTED  
 BV1528* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 BV1528  ___________________________________________________________________
 BV1528  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BV1528  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV1528  HORZ ORDER  -  SECOND
 BV1528
 BV1528.The horizontal coordinates were established by classical geodetic methods
 BV1528.and adjusted by the National Geodetic Survey in May 1994.
 BV1528
 BV1528.The orthometric height was scaled from a topographic map.
 BV1528
 BV1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1528
 BV1528.The geoid height was determined by GEOID03.
 BV1528
 BV1528;                    North         East     Units Scale Factor Converg.
 BV1528;SPC MS E     -   214,561.014   286,691.886   MT  0.99995218   -0 04 22.8
 BV1528;SPC MS E     -   703,938.93    940,588.30   sFT  0.99995218   -0 04 22.8
 BV1528;UTM  16      - 3,479,545.587   312,458.734   MT  1.00003382   -1 01 46.1
 BV1528
 BV1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1528!SPC MS E     -   0.99999273  x   0.99995218  =   0.99994491
 BV1528!UTM  16      -   0.99999273  x   1.00003382  =   1.00002655
 BV1528
 BV1528|---------------------------------------------------------------------|
 BV1528| PID    Reference Object                     Distance      Geod. Az  |
 BV1528|                                                           dddmmss.s |
 BV1528| CF9873 BLY RM                               43.450 METERS 14718     |
 BV1528| BV1529 RHODES                              154.733 METERS 15303     |
 BV1528|---------------------------------------------------------------------|
 BV1528
 BV1528                          SUPERSEDED SURVEY CONTROL
 BV1528
 BV1528  NAD 83(1993)-  31 26 07.58382(N)    088 58 23.97214(W) AD(       ) 2
 BV1528  NAD 83(1986)-  31 26 07.58393(N)    088 58 23.97262(W) AD(       ) 2
 BV1528  NAD 27      -  31 26 06.96000(N)    088 58 23.77300(W) AD(       ) 2
 BV1528
 BV1528.Superseded values are not recommended for survey control.
 BV1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1528.See file dsdata.txt to determine how the superseded data were derived.
 BV1528
 BV1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1245979546(NAD 83)
 BV1528_MARKER: DS = TRIANGULATION STATION DISK
 BV1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1528
 BV1528  HISTORY     - Date     Condition        Report By
 BV1528  HISTORY     - 1921     MONUMENTED       CGS
 BV1528  HISTORY     - 1961     MARK NOT FOUND   MSHD
 BV1528
 BV1528                          STATION DESCRIPTION
 BV1528
 BV1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1528'STATION IS 5-7/8 MILES N OF RICHTON ON E (RIGHT) SIDE OF TRACK, ON
 BV1528'EXTENSION OF FORWARD TANGENT OF W (LEFT) RAIL. IT IS 75 METERS N OF
 BV1528'RAILROAD BRIDGE NO. 88/7, AND 75 METERS S OF POINT OF TANGENCY, 100
 BV1528'METERS S OF WHISTLE BOARD FOR RHODES USED BY S BOUND TRAINS, 1.70
 BV1528'METERS (5.58 FEET) E OF E AND NEAREST RAIL.
 BV1528'
 BV1528'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BV1528'CONCRETE.
 BV1528'
 BV1528'REFERENCE MARK IS TRIANGLE OF NAILS DRIVEN IN NUMBER BOARD OF
 BV1528'RAILROAD BRIDGE 88/7.
 BV1528
 BV1528                          STATION RECOVERY (1961)
 BV1528
 BV1528'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV1528'THE STATION SITE WAS VISITED 2-2-66 AND NO MARKS WERE FOUND.
 BV1528'
 BV1528'THE STATION IS LOCATED 5.9 MILES NORTH OF RICHTON ON EAST SIDE OF
 BV1528'TRACK.
 BV1528'
 BV1528'IT IS 100 METERS SOUTH OF WHISTLE BOARD FOR RHODES, 75 METERS SOUTH
 BV1528'OF POINT OF TANGENT OF THE EXTENDED FORWARD TANGENT OF THE WEST RAIL
 BV1528'AND 1.70 METERS EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0823 ***********************************************************************
 CP0823  DESIGNATION -  BM
 CP0823  PID         -  CP0823
 CP0823  STATE/COUNTY-  MS/WARREN
 CP0823  USGS QUAD   -  YOKENA (1973)
 CP0823
 CP0823                         *CURRENT SURVEY CONTROL
 CP0823  ___________________________________________________________________
 CP0823* NAD 83(1986)-  32 14 20.     (N)    090 55 32.     (W)     SCALED    
 CP0823* NAVD 88     -        32.60   (+/-2cm)     107.0    (feet)  VERTCON   
 CP0823  ___________________________________________________________________
 CP0823  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0823
 CP0823.This mark is at Vicksburg Municipal Airport (VKS)
 CP0823
 CP0823.The horizontal coordinates were scaled from a topographic map and have
 CP0823.an estimated accuracy of +/- 6 seconds.
 CP0823
 CP0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0823.The vertical order pertains to the NGVD 29 superseded value.
 CP0823
 CP0823.The geoid height was determined by GEOID03.
 CP0823
 CP0823;                    North         East    Units  Estimated Accuracy
 CP0823;SPC MS W     -   303,790.      644,190.      MT  (+/- 180 meters Scaled)
 CP0823
 CP0823                          SUPERSEDED SURVEY CONTROL
 CP0823
 CP0823  NGVD 29 (??/??/92)   32.623  (m)          107.03   (f) ADJ UNCH    2 0
 CP0823
 CP0823.Superseded values are not recommended for survey control.
 CP0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0823.See file dsdata.txt to determine how the superseded data were derived.
 CP0823
 CP0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR954688(NAD 83)
 CP0823_MARKER: DD = SURVEY DISK
 CP0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0823_SP_SET: BUILDING
 CP0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0823
 CP0823  HISTORY     - Date     Condition        Report By
 CP0823  HISTORY     - UNK      MONUMENTED       DOD
 CP0823  HISTORY     - 1970     GOOD             MSHD
 CP0823
 CP0823                          STATION DESCRIPTION
 CP0823
 CP0823'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0823'8.2 MI SW FROM VICKSBURG.
 CP0823'THE MARK IS LOCATED 8.2 MILES SOUTHWEST OF VICKSBURG IN THE NORTH WALL
 CP0823'OF THE MUNICIPAL AIRPORT TERMINAL BUILDING.  IT IS 1 FOOT WEST OF THE
 CP0823'NORTHEAST CORNER OF THE TERMINAL BUILDING.  IT IS SET IN A DRILL HOLE
 CP0823'IN THE FACE OF THE NORTH WALL OF THE BUILDING AND IS 2 FEET ABOVE THE
 CP0823'GROUND.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE ON THE
 CP0823'CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON
 CP0823'CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON STREET.
 CP0823'TURN LEFT (SOUTHWEST) AND CONTINUE ON WASHINGTON STREET FOR 2.3 MILES
 CP0823'TO U.S. HIGHWAY 80 BYPASS ON THE LEFT.  CONTINUE SOUTHWEST ON U.S.
 CP0823'HIGHWAY 61 FOR 0.5 MILE TO THE U.S. HIGHWAY 80 MISSISSIPPI RIVER
 CP0823'BRIDGE ON THE RIGHT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 5.4
 CP0823'MILES TO THE ENTRANCE TO THE AIRPORT.  TURN RIGHT (WEST) AND CONTINUE
 CP0823'ON THE BLACK TOP ROAD FOR 0.1 MILE TO THE AIRPORT PARKING AND THE
 CP0823'TERMINAL BUILDING AND THE MARK STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0218 ***********************************************************************
 CP0218  DESIGNATION -  BM
 CP0218  PID         -  CP0218
 CP0218  STATE/COUNTY-  MS/HINDS
 CP0218  USGS QUAD   -  TERRY (1971)
 CP0218
 CP0218                         *CURRENT SURVEY CONTROL
 CP0218  ___________________________________________________________________
 CP0218* NAD 83(1986)-  32 05 43.     (N)    090 17 34.     (W)     SCALED    
 CP0218* NAVD 88     -        88.835  (meters)     291.45   (feet)  ADJUSTED  
 CP0218  ___________________________________________________________________
 CP0218  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0218  DYNAMIC HT  -          88.731 (meters)     291.11  (feet)  COMP
 CP0218  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CP0218
 CP0218  VERT ORDER  -  FIRST     CLASS I
 CP0218
 CP0218.The horizontal coordinates were scaled from a topographic map and have
 CP0218.an estimated accuracy of +/- 6 seconds.
 CP0218
 CP0218.The orthometric height was determined by differential leveling
 CP0218.and adjusted in February 1994.
 CP0218
 CP0218.The geoid height was determined by GEOID03.
 CP0218
 CP0218.The dynamic height is computed by dividing the NAVD 88
 CP0218.geopotential number by the normal gravity value computed on the
 CP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0218.degrees latitude (g = 980.6199 gals.).
 CP0218
 CP0218.The modeled gravity was interpolated from observed gravity values.
 CP0218
 CP0218;                    North         East    Units  Estimated Accuracy
 CP0218;SPC MS W     -   287,720.      703,830.      MT  (+/- 180 meters Scaled)
 CP0218
 CP0218                          SUPERSEDED SURVEY CONTROL
 CP0218
 CP0218  NAVD 88 (06/15/91)   88.859  (m)          291.53   (f) UNKNOWN     1 1
 CP0218  NGVD 29 (??/??/??)   88.862  (m)          291.54   (f) ADJUSTED    1 1
 CP0218
 CP0218.Superseded values are not recommended for survey control.
 CP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0218.See file dsdata.txt to determine how the superseded data were derived.
 CP0218
 CP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR554542(NAD 83)
 CP0218_MARKER: DD = SURVEY DISK
 CP0218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0218_SP_SET: OVERPASS ABUTMENT
 CP0218_MARK LOGO: USGS  
 CP0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0218+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 CP0218
 CP0218  HISTORY     - Date     Condition        Report By
 CP0218  HISTORY     - UNK      MONUMENTED       USGS
 CP0218  HISTORY     - 1977     GOOD             MSHD
 CP0218  HISTORY     - 19920720 GOOD             NGS
 CP0218
 CP0218                          STATION DESCRIPTION
 CP0218
 CP0218'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0218'IN TERRY.
 CP0218'THE MARK IS LOCATED IN A RAILROAD BRIDGE OVER A BLACK TOP ROAD JUST
 CP0218'NORTHEAST OF THE JUNCTION OF CUNNINGHAM AVENUE AND TERRY ROAD IN TERRY
 CP0218'IN THE SOUTHWEST 1/4 OF SECTION 15, T 3N, R 1W.  TO REACH FROM THE
 CP0218'U.S. POST OFFICE IN TERRY GO SOUTHEAST ON CUNNINGHAM AVENUE FOR 0.2
 CP0218'MILE TO A T INTERSECTION.  TURN LEFT AND GO NORTHEAST ON A BLACK TOP
 CP0218'ROAD FOR ABOUT 156 FEET TO THE BRIDGE AND THE MARK ON THE RIGHT.
 CP0218
 CP0218                          STATION RECOVERY (1992)
 CP0218
 CP0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0218'IN TERRY, AT THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD AND
 CP0218'GEORGETOWN ROAD, IN TOP OF AND 0.7 M (2.3 FT) SOUTHEAST OF THE
 CP0218'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 CP0218'OVERPASS OF GEORGETOWN ROAD, 15.0 M (49.2 FT) NORTHWEST OF THE NEAR
 CP0218'RAIL, 4.8 M (15.7 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND 1.0 M
 CP0218'(3.3 FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE DISK HAS BEEN
 CP0218'MUTILATED AND IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1891 ***********************************************************************
 BH1891  DESIGNATION -  BM
 BH1891  PID         -  BH1891
 BH1891  STATE/COUNTY-  MS/JACKSON
 BH1891  USGS QUAD   -  PETIT BOIS ISLAND (1982)
 BH1891
 BH1891                         *CURRENT SURVEY CONTROL
 BH1891  ___________________________________________________________________
 BH1891* NAD 83(1993)-  30 12 09.10950(N)    088 26 29.80761(W)     ADJUSTED  
 BH1891* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH1891  ___________________________________________________________________
 BH1891  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BH1891  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BH1891  HORZ ORDER  -  THIRD
 BH1891
 BH1891.The horizontal coordinates were established by classical geodetic methods
 BH1891.and adjusted by the National Geodetic Survey in May 1994.
 BH1891
 BH1891.The orthometric height was scaled from a topographic map.
 BH1891
 BH1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1891
 BH1891.The geoid height was determined by GEOID03.
 BH1891
 BH1891;                    North         East     Units Scale Factor Converg.
 BH1891;SPC MS E     -    77,936.426   337,716.894   MT  0.99996754   +0 11 49.4
 BH1891;SPC MS E     -   255,696.42  1,107,992.84   sFT  0.99996754   +0 11 49.4
 BH1891;SPC AL W     -    22,824.638   509,336.306   MT  1.00003471   -0 28 25.4
 BH1891;UTM  16      - 3,342,106.024   361,235.654   MT  0.99983756   -0 43 31.2
 BH1891
 BH1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1891!SPC MS E     -   1.00000426  x   0.99996754  =   0.99997180
 BH1891!SPC AL W     -   1.00000426  x   1.00003471  =   1.00003897
 BH1891!UTM  16      -   1.00000426  x   0.99983756  =   0.99984182
 BH1891
 BH1891                          SUPERSEDED SURVEY CONTROL
 BH1891
 BH1891  NAD 83(1993)-  30 12 09.12195(N)    088 26 29.80172(W) AD(       ) 3
 BH1891  NAD 83(1986)-  30 12 09.13592(N)    088 26 29.79591(W) AD(       ) 3
 BH1891
 BH1891.Superseded values are not recommended for survey control.
 BH1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1891.See file dsdata.txt to determine how the superseded data were derived.
 BH1891
 BH1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6123642106(NAD 83)
 BH1891_MARKER: Z = SEE DESCRIPTION
 BH1891_SETTING: 0 = UNSPECIFIED SETTING
 BH1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1891
 BH1891  HISTORY     - Date     Condition        Report By
 BH1891  HISTORY     - 1986     MONUMENTED       NPS
 BH1891
 BH1891                          STATION DESCRIPTION
 BH1891
 BH1891'DESCRIBED BY NATIONAL PARK SERVICE 1986 (WVH)
 BH1891'THE STATION IS LOCATED NEAR THE NORTH SHORELINE OF PETIT BOIS ISLAND
 BH1891'APPROXIMATELY 3900 METERS WEST OF THE EAST END OF THE ISLAND.
 BH1891'
 BH1891'THE STATION CAN ONLY BE REACHED SAFELY BY BOAT OR HELICOPTER.
 BH1891'
 BH1891'THE STATION IS A 5/8 INCH HOLLOW COPPER ROD DRIVEN INTO THE GROUND
 BH1891'TO REFUSAL AND SURROUNDED BY A 4 INCH WHITE PLASTIC PIPE.  THE
 BH1891'STATION ORIGINALLY HAD A NATIONAL PARK SERVICE DISK ATTACHED TO IT.
 BH1891'THE STATION IS ONE OF FIVE NATIONAL PARK SERVICE BENCH MARKS IN THE
 BH1891'IMMEDIATE AREA.  THE STATION IS 5 FOOT NORTH OF A STANDARD WITNESS
 BH1891'SIGN ATTACHED TO A WOOD POST.
 BH1891'
 BH1891'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BH1891'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0388 ***********************************************************************
 BH0388  DESIGNATION -  BM 1 HIGHWAY BRIDGE
 BH0388  PID         -  BH0388
 BH0388  STATE/COUNTY-  MS/JACKSON
 BH0388  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0388
 BH0388                         *CURRENT SURVEY CONTROL
 BH0388  ___________________________________________________________________
 BH0388* NAD 83(1986)-  30 24 24.     (N)    088 50 48.     (W)     SCALED    
 BH0388* NAVD 88     -         5.76   (+/-2cm)      18.9    (feet)  VERTCON   
 BH0388  ___________________________________________________________________
 BH0388  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0388  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0388
 BH0388.The horizontal coordinates were scaled from a topographic map and have
 BH0388.an estimated accuracy of +/- 6 seconds.
 BH0388
 BH0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0388.The vertical order pertains to the NGVD 29 superseded value.
 BH0388
 BH0388.The geoid height was determined by GEOID03.
 BH0388
 BH0388;                    North         East    Units  Estimated Accuracy
 BH0388;SPC MS E     -   100,500.      298,720.      MT  (+/- 180 meters Scaled)
 BH0388
 BH0388                          SUPERSEDED SURVEY CONTROL
 BH0388
 BH0388  NGVD 29 (??/??/??)    5.718  (m)           18.76   (f) ADJUSTED    1 2
 BH0388
 BH0388.Superseded values are not recommended for survey control.
 BH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0388.See file dsdata.txt to determine how the superseded data were derived.
 BH0388
 BH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU226652(NAD 83)
 BH0388_MARKER: Q = CHISELED SQUARE
 BH0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0388_SP_SET: BRIDGE RAIL
 BH0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0388
 BH0388  HISTORY     - Date     Condition        Report By
 BH0388  HISTORY     - UNK      MONUMENTED       RBNF
 BH0388  HISTORY     - 1955     GOOD             CGS
 BH0388  HISTORY     - 1968     GOOD             CGS
 BH0388
 BH0388                          STATION DESCRIPTION
 BH0388
 BH0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0388'2.8 MI E FROM BILOXI.
 BH0388'ABOUT 2.8 MILES EAST ALONG HOWARD AVENUE AND U.S. HIGHWAY 90 FROM
 BH0388'PEOPLES BANK BUILDING AT BILOXI, AT HIGHWAY BRIDGE OVER BILOXI BAY, 37
 BH0388'YARDS NORTHEAST OF NORTHEAST END OF DRAW SPAN, A 1 1/2-INCH OUTLINED
 BH0388'SQUARE ON THE TOP OF RAILFOOT OF NORTHWEST BRIDGE RAIL, AT THE SOUTH
 BH0388'CORNER OF A PARKING AREA FOR BRIDGE TENDERS CAR AND 3/4 FEET ABOVE
 BH0388'LEVEL OF BRIDGE FLOOR.
 BH0388
 BH0388                          STATION RECOVERY (1968)
 BH0388
 BH0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0387 ***********************************************************************
 BH0387  DESIGNATION -  BM 2 HIGHWAY BRIDGE
 BH0387  PID         -  BH0387
 BH0387  STATE/COUNTY-  MS/HARRISON
 BH0387  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0387
 BH0387                         *CURRENT SURVEY CONTROL
 BH0387  ___________________________________________________________________
 BH0387* NAD 83(1986)-  30 24 20.     (N)    088 50 53.     (W)     SCALED    
 BH0387* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 BH0387  ___________________________________________________________________
 BH0387  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0387
 BH0387.The horizontal coordinates were scaled from a topographic map and have
 BH0387.an estimated accuracy of +/- 6 seconds.
 BH0387
 BH0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0387.The vertical order pertains to the NGVD 29 superseded value.
 BH0387
 BH0387.The geoid height was determined by GEOID03.
 BH0387
 BH0387;                    North         East    Units  Estimated Accuracy
 BH0387;SPC MS E     -   100,380.      298,590.      MT  (+/- 180 meters Scaled)
 BH0387
 BH0387                          SUPERSEDED SURVEY CONTROL
 BH0387
 BH0387  NGVD 29 (??/??/??)    5.708  (m)           18.73   (f) ADJUSTED    1 2
 BH0387
 BH0387.Superseded values are not recommended for survey control.
 BH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0387.See file dsdata.txt to determine how the superseded data were derived.
 BH0387
 BH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU224651(NAD 83)
 BH0387_MARKER: Q = CHISELED SQUARE
 BH0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0387_SP_SET: BRIDGE RAIL
 BH0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0387
 BH0387  HISTORY     - Date     Condition        Report By
 BH0387  HISTORY     - UNK      MONUMENTED       RBNF
 BH0387  HISTORY     - 1955     GOOD             CGS
 BH0387  HISTORY     - 1968     GOOD             CGS
 BH0387
 BH0387                          STATION DESCRIPTION
 BH0387
 BH0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0387'2.7 MI E FROM BILOXI.
 BH0387'ABOUT 2.7 MILES EAST ALONG HOWARD AVENUE AND U.S. HIGHWAY 90 FROM
 BH0387'PEOPLES BANK BUILDING AT BILOXI, AT HIGHWAY BRIDGE OVER BILOXI BAY, 37
 BH0387'YARDS SOUTHWEST OF SOUTHWEST END OF DRAW SPAN OF BRIDGE, 30 FEET
 BH0387'NORTHEAST OF TRAFFIC GATE, AT THE EAST CORNER OF A PARKING SPACE FOR
 BH0387'BRIDGE TENDERS CAR, A 1 1/2-INCH OUTLINED SQUARE IN THE TOP OF RAIL
 BH0387'FOOTING OF NORTHWEST BRIDGE RAIL AND 3/4 FEET ABOVE LEVEL OF BRIDGE
 BH0387'FLOOR.
 BH0387
 BH0387                          STATION RECOVERY (1968)
 BH0387
 BH0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0386 ***********************************************************************
 BH0386  DESIGNATION -  BM HIGHWAY BRIDGE
 BH0386  PID         -  BH0386
 BH0386  STATE/COUNTY-  MS/HARRISON
 BH0386  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0386
 BH0386                         *CURRENT SURVEY CONTROL
 BH0386  ___________________________________________________________________
 BH0386* NAD 83(1986)-  30 24 20.     (N)    088 50 53.     (W)     SCALED    
 BH0386* NAVD 88     -         3.62   (+/-2cm)      11.9    (feet)  VERTCON   
 BH0386  ___________________________________________________________________
 BH0386  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0386
 BH0386.The horizontal coordinates were scaled from a topographic map and have
 BH0386.an estimated accuracy of +/- 6 seconds.
 BH0386
 BH0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0386.The vertical order pertains to the NGVD 29 superseded value.
 BH0386
 BH0386.The geoid height was determined by GEOID03.
 BH0386
 BH0386;                    North         East    Units  Estimated Accuracy
 BH0386;SPC MS E     -   100,380.      298,590.      MT  (+/- 180 meters Scaled)
 BH0386
 BH0386                          SUPERSEDED SURVEY CONTROL
 BH0386
 BH0386  NGVD 29 (??/??/??)    3.580  (m)           11.75   (f) ADJUSTED    1 2
 BH0386
 BH0386.Superseded values are not recommended for survey control.
 BH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0386.See file dsdata.txt to determine how the superseded data were derived.
 BH0386
 BH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU224651(NAD 83)
 BH0386_MARKER: Q = CHISELED SQUARE
 BH0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0386_SP_SET: PIER
 BH0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0386
 BH0386  HISTORY     - Date     Condition        Report By
 BH0386  HISTORY     - UNK      MONUMENTED       RBNF
 BH0386  HISTORY     - 1955     GOOD             CGS
 BH0386  HISTORY     - 1968     GOOD             CGS
 BH0386
 BH0386                          STATION DESCRIPTION
 BH0386
 BH0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0386'2.7 MI E FROM BILOXI.
 BH0386'ABOUT 2.7 MILES EAST ALONG HOWARD AVENUE AND U. S. HIGHWAY 90 FROM
 BH0386'PEOPLES BANK BUILDING AT BILOXI, AT THE SOUTHWEST END OF DRAW SPAN OF
 BH0386'HIGHWAY BRIDGE OVER BILOXI BAY, IN THE TOP OF THE NORTH CORNER OF
 BH0386'CONCRETE CAP OF PIER, 15 FEET NORTHEAST OF GAGE HOUSE AND ABOUT 6 1/2
 BH0386'FEET BELOW LEVEL OF BRIDGE FLOOR.
 BH0386
 BH0386                          STATION RECOVERY (1968)
 BH0386
 BH0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0407 ***********************************************************************
 DK0407  DESIGNATION -  BM USDA
 DK0407  PID         -  DK0407
 DK0407  STATE/COUNTY-  MS/WASHINGTON
 DK0407  USGS QUAD   -  LELAND (1967)
 DK0407
 DK0407                         *CURRENT SURVEY CONTROL
 DK0407  ___________________________________________________________________
 DK0407* NAD 83(1986)-  33 25 22.     (N)    090 59 18.     (W)     SCALED    
 DK0407* NAVD 88     -        37.128  (meters)     121.81   (feet)  ADJUSTED  
 DK0407  ___________________________________________________________________
 DK0407  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0407  DYNAMIC HT  -          37.089 (meters)     121.68  (feet)  COMP
 DK0407  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DK0407
 DK0407  VERT ORDER  -  FIRST     CLASS II
 DK0407
 DK0407.The horizontal coordinates were scaled from a topographic map and have
 DK0407.an estimated accuracy of +/- 6 seconds.
 DK0407
 DK0407.The orthometric height was determined by differential leveling
 DK0407.and adjusted in June 1991.
 DK0407
 DK0407.The geoid height was determined by GEOID03.
 DK0407
 DK0407.The dynamic height is computed by dividing the NAVD 88
 DK0407.geopotential number by the normal gravity value computed on the
 DK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0407.degrees latitude (g = 980.6199 gals.).
 DK0407
 DK0407.The modeled gravity was interpolated from observed gravity values.
 DK0407
 DK0407;                    North         East    Units  Estimated Accuracy
 DK0407;SPC MS W     -   435,120.      639,080.      MT  (+/- 180 meters Scaled)
 DK0407
 DK0407                          SUPERSEDED SURVEY CONTROL
 DK0407
 DK0407  NGVD 29 (??/??/??)   37.220  (m)          122.11   (f) ADJUSTED    1 2
 DK0407
 DK0407.Superseded values are not recommended for survey control.
 DK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0407.See file dsdata.txt to determine how the superseded data were derived.
 DK0407
 DK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS870999(NAD 83)
 DK0407_MARKER: P = PIPE CAP
 DK0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0407
 DK0407  HISTORY     - Date     Condition        Report By
 DK0407  HISTORY     - UNK      MONUMENTED       USDA
 DK0407  HISTORY     - 1967     POOR             MSHD
 DK0407
 DK0407                          STATION DESCRIPTION
 DK0407
 DK0407'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0407'4.1 MI WSW FROM STONEVILLE.
 DK0407'THE MARK IS LOCATED APPROXIMATELY 5.5 MILES NORTHWEST OF LELAND, 4.1
 DK0407'MILES NORTHEAST OF GREENVILLE, 4.1 MILES WEST SOUTHWEST OF STONEVILLE,
 DK0407'2.75 MILES NORTHEAST OF THE INTERSECTION OF THE OLD LELAND HIGHWAY AND
 DK0407'MISSISSIPPI HIGHWAY 1 IN AN AREA BETWEEN THE HIGHWAY AND FISH LAKE IN
 DK0407'THE SOUTHEAST 1/4 OF SECTION 13, T 18N, R 8W. TO REACH FROM THE U.S.
 DK0407'POST OFFICE IN STONEVILLE, GO NORTHWEST OF THE OLD LELAND-GREENVILLE
 DK0407'HIGHWAY FOR 3.1 MILES TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 DK0407'TRACK.  CONTINUE SOUTHWEST ON THE OLD HIGHWAY FOR 1.35 MILES TO A SIDE
 DK0407'ROAD RIGHT.  CONTINUE SOUTHWEST ON THE OLD HIGHWAY CROSSING FISH LAKE
 DK0407'FOR 0.05 MILE TO THE MARK ON THE RIGHT. THE MARK IS A CAP FASTENED TO
 DK0407'THE TOP OF AN IRON PIPE AND PROJECTS 18 INCHES. IT IS 120 FEET
 DK0407'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 104 FEET NORTHEAST OF
 DK0407'THE CENTER OF THE INTERSECTION OF A SIDE ROAD LEFT, 41 FEET NORTHWEST
 DK0407'OF THE CENTER OF THE HIGHWAY, 10.5 FEET SOUTHEAST OF TELEPHONE POLE
 DK0407'NO. 5488 AND 0.5 FEET SOUTHWEST OF A METAL WITNESS POST. NOTE-- THE
 DK0407'MARK WAS VISITED AND FOUND TO BE LEANING APPROXIMATELY 5 DEG. AND
 DK0407'SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0163 ***********************************************************************
 DK0163  DESIGNATION -  BM USGS
 DK0163  PID         -  DK0163
 DK0163  STATE/COUNTY-  MS/LEFLORE
 DK0163  USGS QUAD   -  BROWNING (1982)
 DK0163
 DK0163                         *CURRENT SURVEY CONTROL
 DK0163  ___________________________________________________________________
 DK0163* NAD 83(1986)-  33 30 36.     (N)    090 06 06.     (W)     SCALED    
 DK0163* NAVD 88     -        42.704  (meters)     140.10   (feet)  ADJUSTED  
 DK0163  ___________________________________________________________________
 DK0163  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK0163  DYNAMIC HT  -          42.660 (meters)     139.96  (feet)  COMP
 DK0163  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 DK0163
 DK0163  VERT ORDER  -  SECOND    CLASS 0
 DK0163
 DK0163.The horizontal coordinates were scaled from a topographic map and have
 DK0163.an estimated accuracy of +/- 6 seconds.
 DK0163
 DK0163.The orthometric height was determined by differential leveling
 DK0163.and adjusted in June 1991.
 DK0163
 DK0163.The geoid height was determined by GEOID03.
 DK0163
 DK0163.The dynamic height is computed by dividing the NAVD 88
 DK0163.geopotential number by the normal gravity value computed on the
 DK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0163.degrees latitude (g = 980.6199 gals.).
 DK0163
 DK0163.The modeled gravity was interpolated from observed gravity values.
 DK0163
 DK0163;                    North         East    Units  Estimated Accuracy
 DK0163;SPC MS W     -   444,620.      721,520.      MT  (+/- 180 meters Scaled)
 DK0163
 DK0163                          SUPERSEDED SURVEY CONTROL
 DK0163
 DK0163  NGVD 29 (??/??/??)   42.767  (m)          140.31   (f) ADJUSTED    2 0
 DK0163
 DK0163.Superseded values are not recommended for survey control.
 DK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0163.See file dsdata.txt to determine how the superseded data were derived.
 DK0163
 DK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT692115(NAD 83)
 DK0163_MARKER: DD = SURVEY DISK
 DK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0163+STABILITY: SURFACE MOTION
 DK0163
 DK0163  HISTORY     - Date     Condition        Report By
 DK0163  HISTORY     - UNK      MONUMENTED       USGS
 DK0163  HISTORY     - 1967     GOOD             MSHD
 DK0163
 DK0163                          STATION DESCRIPTION
 DK0163
 DK0163'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0163'4.5 MI SE FROM GREENWOOD.
 DK0163'THE MARK IS LOCATED 4.5 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 DK0163'OF GREENWOOD IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82 ON THE
 DK0163'LEFLORE-CARROLL COUNTY LINE, 3.4 MILES EAST OF THE INTERSECTION OF
 DK0163'MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82 AND IS IN THE NORTHEAST 1/4
 DK0163'OF SECTION 17, T 19N, R 2E.  IT IS 52.5 FEET NORTH OF THE CENTER OF
 DK0163'U.S. HIGHWAY 82, 6.5 FEET WEST OF A FENCE, 26 FEET EAST OF THE CENTER
 DK0163'OF A DRIVEWAY LEADING TO A TRAILOR HOUSE, 85 FEET EAST NORTHEAST OF A
 DK0163'FENCE CORNER, 40 FEET WEST NORTHWEST OF A POWER POLE, 32 FEET NORTH OF
 DK0163'THE NORTH END OF AN 18 INCH CULVERT UNDER U.S. HIGHWAY 82, 32.5 FEET
 DK0163'NORTH NORTHWEST OF THE LEFLORE-CARROLL COUNTY LINE SIGN, 85 FEET EAST
 DK0163'OF THE EXTENDED EAST BRICK WALL OF FANCHERS STORE AND 1 FOOT WEST OF A
 DK0163'METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0163'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR
 DK0163'0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN LEFT (SOUTH)
 DK0163'AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.8 MILES TO THE BRIDGE OVER U.S.
 DK0163'HIGHWAY 49E.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 4.9 MILES TO
 DK0163'THE LEFLORE-CARROLL COUNTY LINE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0476 ***********************************************************************
 EG0476  DESIGNATION -  BM USGS
 EG0476  PID         -  EG0476
 EG0476  STATE/COUNTY-  MS/LEE
 EG0476  USGS QUAD   -  TUPELO (1982)
 EG0476
 EG0476                         *CURRENT SURVEY CONTROL
 EG0476  ___________________________________________________________________
 EG0476* NAD 83(1986)-  34 15 27.     (N)    088 42 20.     (W)     SCALED    
 EG0476* NAVD 88     -        87.196  (meters)     286.08   (feet)  ADJUSTED  
 EG0476  ___________________________________________________________________
 EG0476  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0476  DYNAMIC HT  -          87.109 (meters)     285.79  (feet)  COMP
 EG0476  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 EG0476
 EG0476  VERT ORDER  -  FIRST     CLASS II
 EG0476
 EG0476.The horizontal coordinates were scaled from a topographic map and have
 EG0476.an estimated accuracy of +/- 6 seconds.
 EG0476
 EG0476.The orthometric height was determined by differential leveling
 EG0476.and adjusted in June 1991.
 EG0476
 EG0476.The geoid height was determined by GEOID03.
 EG0476
 EG0476.The dynamic height is computed by dividing the NAVD 88
 EG0476.geopotential number by the normal gravity value computed on the
 EG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0476.degrees latitude (g = 980.6199 gals.).
 EG0476
 EG0476.The modeled gravity was interpolated from observed gravity values.
 EG0476
 EG0476;                    North         East    Units  Estimated Accuracy
 EG0476;SPC MS E     -   527,520.      311,770.      MT  (+/- 180 meters Scaled)
 EG0476
 EG0476                          SUPERSEDED SURVEY CONTROL
 EG0476
 EG0476  NGVD 29 (??/??/92)   87.138  (m)          285.89   (f) ADJ UNCH    1 2
 EG0476
 EG0476.Superseded values are not recommended for survey control.
 EG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0476.See file dsdata.txt to determine how the superseded data were derived.
 EG0476
 EG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC429920(NAD 83)
 EG0476_MARKER: DD = SURVEY DISK
 EG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0476_MARK LOGO: USGS  
 EG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0476+STABILITY: SURFACE MOTION
 EG0476
 EG0476  HISTORY     - Date     Condition        Report By
 EG0476  HISTORY     - UNK      MONUMENTED       USGS
 EG0476  HISTORY     - 1965     GOOD             MSHD
 EG0476  HISTORY     - 1983     GOOD             NGS
 EG0476  HISTORY     - 20040424 GOOD             MSSU
 EG0476
 EG0476                          STATION DESCRIPTION
 EG0476
 EG0476'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0476'IN TUPELO.
 EG0476'THE MARK IS A METAL PLUG SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE
 EG0476'POST.  IT IS AT THE SOUTHEAST CORNER OF THE POST OFFICE LOT, 9 FEET
 EG0476'SOUTH OF AND 5 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 2.0
 EG0476'FEET NORTH OF THE SOUTH CURB AND 2.0 FEET WEST OF THE EAST CURB, 1
 EG0476'FOOT ABOVE THE LEVEL OF THE STREET AND PROJECTS 2 INCHES.
 EG0476
 EG0476                          STATION RECOVERY (1983)
 EG0476
 EG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0476'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
 EG0476
 EG0476                          STATION RECOVERY (2004)
 EG0476
 EG0476'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (KLC)
 EG0476'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1076 ***********************************************************************
 DJ1076  DESIGNATION -  BMW 1 46
 DJ1076  PID         -  DJ1076
 DJ1076  STATE/COUNTY-  MS/MONROE
 DJ1076  USGS QUAD   -  ABERDEEN (1992)
 DJ1076
 DJ1076                         *CURRENT SURVEY CONTROL
 DJ1076  ___________________________________________________________________
 DJ1076* NAD 83(1986)-  33 50 40.     (N)    088 34 38.     (W)     SCALED    
 DJ1076* NAVD 88     -        75.938  (meters)     249.14   (feet)  POSTED    
 DJ1076  ___________________________________________________________________
 DJ1076  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DJ1076  DYNAMIC HT  -          75.860 (meters)     248.88  (feet)  COMP
 DJ1076  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 DJ1076
 DJ1076  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DJ1076
 DJ1076.The horizontal coordinates were scaled from a topographic map and have
 DJ1076.an estimated accuracy of +/- 6 seconds.
 DJ1076
 DJ1076.The orthometric height was determined by differential leveling
 DJ1076.and adjusted by the  in 1992.
 DJ1076.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DJ1076.rate of 4.1 thru 8.0 mm/km.
 DJ1076
 DJ1076.The geoid height was determined by GEOID03.
 DJ1076
 DJ1076.The dynamic height is computed by dividing the NAVD 88
 DJ1076.geopotential number by the normal gravity value computed on the
 DJ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1076.degrees latitude (g = 980.6199 gals.).
 DJ1076
 DJ1076.The modeled gravity was interpolated from observed gravity values.
 DJ1076
 DJ1076;                    North         East    Units  Estimated Accuracy
 DJ1076;SPC MS E     -   481,720.      323,700.      MT  (+/- 180 meters Scaled)
 DJ1076
 DJ1076                          SUPERSEDED SURVEY CONTROL
 DJ1076
 DJ1076  NGVD 29 (??/??/92)   75.87   (m)          248.9    (f) COMPUTED    2 0
 DJ1076
 DJ1076.Superseded values are not recommended for survey control.
 DJ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1076.See file dsdata.txt to determine how the superseded data were derived.
 DJ1076
 DJ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC540460(NAD 83)
 DJ1076_MARKER: DD = SURVEY DISK
 DJ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1076_STAMPING: B. M. W. 1-46
 DJ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1076+STABILITY: SURFACE MOTION
 DJ1076
 DJ1076  HISTORY     - Date     Condition        Report By
 DJ1076  HISTORY     - UNK      MONUMENTED       DOD
 DJ1076  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1076  HISTORY     - 1964     MARK NOT FOUND   USGS
 DJ1076
 DJ1076                          STATION DESCRIPTION
 DJ1076
 DJ1076'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1076'2.6 MI NW FROM ABERDEEN.
 DJ1076'ABOUT 2.6 MILES NORTHWEST ALONG U. S. HIGHWAY 45 E FROM THE POST
 DJ1076'OFFICE AT ABERDEEN, NEAR A CURVE IN THE HIGHWAY, 53.9 FEET NORTHEAST
 DJ1076'OF AND ABOUT 1.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 82.5
 DJ1076'FEET SOUTHWEST OF THE WEST CORNER OF A WHITE PAINTED HOUSE WITH A
 DJ1076'GABLED PORCH, (THE HOUSE HAS BEEN TORN DOWN), 12 FEET EAST OF THE
 DJ1076'CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 1.8 FEET NORTHWEST OF A WHITE
 DJ1076'WOODEN WITNESS POST.  A USE BRONZE DISK SET IN THE TOP OF A CONCRETE
 DJ1076'POST, PROJECTING 3 INCHES ABOVE THE GROUND.  NOTE-- THE HIGHWAY HAS
 DJ1076'BEEN MOVED ABOUT 100 FEET SOUTHWEST AT THIS POINT.
 DJ1076
 DJ1076                          STATION RECOVERY (1964)
 DJ1076
 DJ1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DJ1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DH6938 ***********************************************************************
 DH6938  DESIGNATION -  BOB1 A
 DH6938  PID         -  DH6938
 DH6938  STATE/COUNTY-  MS/BOLIVAR
 DH6938  USGS QUAD   -  DUNCAN (1967)
 DH6938
 DH6938                         *CURRENT SURVEY CONTROL
 DH6938  ___________________________________________________________________
 DH6938* NAD 83(1993)-  34 06 51.39676(N)    090 41 24.21606(W)     ADJUSTED  
 DH6938* NAVD 88     -        48.370  (meters)     158.69   (feet)  ADJUSTED  
 DH6938  ___________________________________________________________________
 DH6938  X           -     -63,664.229 (meters)                     COMP
 DH6938  Y           -  -5,285,794.208 (meters)                     COMP
 DH6938  Z           -   3,556,960.582 (meters)                     COMP
 DH6938  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DH6938  ELLIP HEIGHT-          21.804 (meters)          (12/29/05) ADJUSTED
 DH6938  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH6938  DYNAMIC HT  -          48.322 (meters)     158.54  (feet)  COMP
 DH6938  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 DH6938
 DH6938  HORZ ORDER  -  B
 DH6938  VERT ORDER  -  FIRST     CLASS II
 DH6938  ELLP ORDER  -  FOURTH    CLASS I
 DH6938
 DH6938.The horizontal coordinates were established by GPS observations
 DH6938.and adjusted by the National Geodetic Survey in December 2005.
 DH6938
 DH6938.The orthometric height was determined by differential leveling
 DH6938.and adjusted in December 2005.
 DH6938.No vertical observational check was made to the station.
 DH6938
 DH6938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6938
 DH6938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6938
 DH6938.The ellipsoidal height was determined by GPS observations
 DH6938.and is referenced to NAD 83.
 DH6938
 DH6938.The geoid height was determined by GEOID03.
 DH6938
 DH6938.The dynamic height is computed by dividing the NAVD 88
 DH6938.geopotential number by the normal gravity value computed on the
 DH6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6938.degrees latitude (g = 980.6199 gals.).
 DH6938
 DH6938.The modeled gravity was interpolated from observed gravity values.
 DH6938
 DH6938;                    North         East     Units Scale Factor Converg.
 DH6938;SPC MS W     -   511,680.025   667,089.645   MT  0.99996335   -0 12 00.3
 DH6938;SPC MS W     - 1,678,736.88  2,188,609.94   sFT  0.99996335   -0 12 00.3
 DH6938;UTM  15      - 3,777,236.354   713,053.450   MT  1.00015958   +1 17 45.6
 DH6938
 DH6938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6938!SPC MS W     -   0.99999658  x   0.99996335  =   0.99995993
 DH6938!UTM  15      -   0.99999658  x   1.00015958  =   1.00015616
 DH6938
 DH6938                          SUPERSEDED SURVEY CONTROL
 DH6938
 DH6938  NAVD 88 (12/29/05)   48.37   (m)          158.7    (f) LEVELING    3  
 DH6938
 DH6938.Superseded values are not recommended for survey control.
 DH6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6938.See file dsdata.txt to determine how the superseded data were derived.
 DH6938
 DH6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1305377236(NAD 83)
 DH6938_MARKER: F = FLANGE-ENCASED ROD
 DH6938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6938_STAMPING: BOB1 A 2005
 DH6938_MARK LOGO: NGS   
 DH6938_PROJECTION: FLUSH
 DH6938_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6938+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 DH6938_ROD/PIPE-DEPTH: 18.2 meters
 DH6938_SLEEVE-DEPTH  : 0.9 meters
 DH6938
 DH6938  HISTORY     - Date     Condition        Report By
 DH6938  HISTORY     - 2005     MONUMENTED       NGS
 DH6938  HISTORY     - 20050826 GOOD             NGS
 DH6938
 DH6938                          STATION DESCRIPTION
 DH6938
 DH6938'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6938'4.7 KM (2.92 MI) SOUTHEASTERLY ALONG ALLIGATOR-RENA LARA ROAD FROM THE
 DH6938'POST OFFICE IN RENA LARA, THENCE 6.1 KM (3.79 MI) EASTERLY ALONG
 DH6938'COUNTY LINE ROAD, THENCE 0.9 KM (0.56 MI) SOUTHWESTERLY ALONG U.S.
 DH6938'HIGHWAY 61, 42.7 M (140.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 DH6938'SOUTHBOUND HIGHWAY, 23.4 M (76.8 FT) NORTH-NORTHWEST OF THE CENTER OF
 DH6938'A GATE LEADING TO THE BOBO CORS SITE, 18.5 M (60.7 FT) EAST OF THE
 DH6938'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE MOST SOUTHERLY CORS
 DH6938'ANTENNA, 4.5 M (14.8 FT) SOUTH OF A WITNESS POST AND THE SOUTHEAST
 DH6938'CORNER OF A FENCE ENCLOSING A GENERATOR, AND 0.9 M (3.0 FT) BELOW THE
 DH6938'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DH6938'5-INCH (13 CM) LOGO CAP.  THE MARK IS U.S. GOVERNMENT PROPERTY.
 DH6938
 DH6938                          STATION RECOVERY (2005)
 DH6938
 DH6938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH6938'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DH6939 ***********************************************************************
 DH6939  DESIGNATION -  BOB1 B
 DH6939  PID         -  DH6939
 DH6939  STATE/COUNTY-  MS/BOLIVAR
 DH6939  USGS QUAD   -  DUNCAN (1967)
 DH6939
 DH6939                         *CURRENT SURVEY CONTROL
 DH6939  ___________________________________________________________________
 DH6939* NAD 83(1993)-  34 07 08.59267(N)    090 41 23.95262(W)     ADJUSTED  
 DH6939* NAVD 88     -        49.143  (meters)     161.23   (feet)  ADJUSTED  
 DH6939  ___________________________________________________________________
 DH6939  X           -     -63,653.907 (meters)                     COMP
 DH6939  Y           -  -5,285,497.763 (meters)                     COMP
 DH6939  Z           -   3,557,399.671 (meters)                     COMP
 DH6939  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DH6939  ELLIP HEIGHT-          22.570 (meters)          (12/29/05) ADJUSTED
 DH6939  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH6939  DYNAMIC HT  -          49.095 (meters)     161.07  (feet)  COMP
 DH6939  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 DH6939
 DH6939  HORZ ORDER  -  B
 DH6939  VERT ORDER  -  FIRST     CLASS II
 DH6939  ELLP ORDER  -  FOURTH    CLASS I
 DH6939
 DH6939.The horizontal coordinates were established by GPS observations
 DH6939.and adjusted by the National Geodetic Survey in December 2005.
 DH6939
 DH6939.The orthometric height was determined by differential leveling
 DH6939.and adjusted in December 2005.
 DH6939.No vertical observational check was made to the station.
 DH6939
 DH6939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6939
 DH6939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6939
 DH6939.The ellipsoidal height was determined by GPS observations
 DH6939.and is referenced to NAD 83.
 DH6939
 DH6939.The geoid height was determined by GEOID03.
 DH6939
 DH6939.The dynamic height is computed by dividing the NAVD 88
 DH6939.geopotential number by the normal gravity value computed on the
 DH6939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6939.degrees latitude (g = 980.6199 gals.).
 DH6939
 DH6939.The modeled gravity was interpolated from observed gravity values.
 DH6939
 DH6939;                    North         East     Units Scale Factor Converg.
 DH6939;SPC MS W     -   512,209.825   667,098.246   MT  0.99996334   -0 12 00.2
 DH6939;SPC MS W     - 1,680,475.07  2,188,638.16   sFT  0.99996334   -0 12 00.2
 DH6939;UTM  15      - 3,777,766.302   713,048.214   MT  1.00015955   +1 17 46.3
 DH6939
 DH6939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6939!SPC MS W     -   0.99999646  x   0.99996334  =   0.99995980
 DH6939!UTM  15      -   0.99999646  x   1.00015955  =   1.00015601
 DH6939
 DH6939                          SUPERSEDED SURVEY CONTROL
 DH6939
 DH6939  NAVD 88 (12/29/05)   49.14   (m)          161.2    (f) LEVELING    3  
 DH6939
 DH6939.Superseded values are not recommended for survey control.
 DH6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6939.See file dsdata.txt to determine how the superseded data were derived.
 DH6939
 DH6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1304877766(NAD 83)
 DH6939_MARKER: F = FLANGE-ENCASED ROD
 DH6939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6939_STAMPING: BOB1 B 2005
 DH6939_MARK LOGO: NGS   
 DH6939_PROJECTION: FLUSH
 DH6939_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6939+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 DH6939_ROD/PIPE-DEPTH: 22.8 meters
 DH6939_SLEEVE-DEPTH  : 0.9 meters
 DH6939
 DH6939  HISTORY     - Date     Condition        Report By
 DH6939  HISTORY     - 2005     MONUMENTED       NGS
 DH6939  HISTORY     - 20050827 GOOD             NGS
 DH6939
 DH6939                          STATION DESCRIPTION
 DH6939
 DH6939'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6939'4.7 KM (2.92 MI) SOUTHEASTERLY ALONG ALLIGATOR-RENA LARA ROAD FROM THE
 DH6939'POST OFFICE IN RENA LARA, THENCE 5.4 KM (3.36 MI) EASTERLY ALONG
 DH6939'COUNTY LINE ROAD, 9.2 M (30.2 FT) SOUTH OF THE CENTER OF THE ROAD, 5.7
 DH6939'M (18.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.7 M (2.3
 DH6939'FT) NORTH OF A FENCE POST (RAILROAD CROSS TIE), 0.6 M (2.0 FT)
 DH6939'NORTHWEST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 DH6939'ROAD.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM)
 DH6939'LOGO CAP.  THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 DH6939
 DH6939                          STATION RECOVERY (2005)
 DH6939
 DH6939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH6939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2754 ***********************************************************************
 CP2754  DESIGNATION -  BOBB
 CP2754  PID         -  CP2754
 CP2754  STATE/COUNTY-  MS/WARREN
 CP2754  USGS QUAD   -  YOKENA (1973)
 CP2754
 CP2754                         *CURRENT SURVEY CONTROL
 CP2754  ___________________________________________________________________
 CP2754* NAD 83(1993)-  32 14 54.77122(N)    090 54 38.71599(W)     ADJUSTED  
 CP2754* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 CP2754  ___________________________________________________________________
 CP2754  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CP2754  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2754  HORZ ORDER  -  THIRD
 CP2754
 CP2754.The horizontal coordinates were established by classical geodetic methods
 CP2754.and adjusted by the National Geodetic Survey in May 1994.
 CP2754
 CP2754.The orthometric height was scaled from a topographic map.
 CP2754
 CP2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2754
 CP2754.The geoid height was determined by GEOID03.
 CP2754
 CP2754;                    North         East     Units Scale Factor Converg.
 CP2754;SPC MS W     -   304,855.413   645,587.687   MT  0.99998650   -0 18 29.2
 CP2754;SPC MS W     - 1,000,179.80  2,118,065.60   sFT  0.99998650   -0 18 29.2
 CP2754;SPC LA N     -   194,969.519 1,149,750.639   MT  0.99993135   +0 50 24.8
 CP2754;SPC LA N     -   639,662.50  3,772,140.22   sFT  0.99993135   +0 50 24.8
 CP2754;UTM  15      - 3,569,901.196   696,825.134   MT  1.00007776   +1 06 54.6
 CP2754
 CP2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2754!SPC MS W     -   0.99998783  x   0.99998650  =   0.99997433
 CP2754!SPC LA N     -   0.99998783  x   0.99993135  =   0.99991918
 CP2754!UTM  15      -   0.99998783  x   1.00007776  =   1.00006559
 CP2754
 CP2754:                Primary Azimuth Mark                     Grid Az
 CP2754:SPC MS W     -  BOBB AZ MK                               112 37 24.3
 CP2754:SPC LA N     -  BOBB AZ MK                               111 28 30.3
 CP2754:UTM  15      -  BOBB AZ MK                               111 12 00.5
 CP2754
 CP2754|---------------------------------------------------------------------|
 CP2754| PID    Reference Object                     Distance      Geod. Az  |
 CP2754|                                                           dddmmss.s |
 CP2754| CY3841 BOBB AZ MK                                         1121855.1 |
 CP2754| CY3842 BOBB RM 1                            27.877 METERS 20839     |
 CP2754| CP0817 CULLEY 2 RESET                      APPROX. 4.8 KM 2141903.0 |
 CP2754| CY3843 BOBB RM 2                            30.389 METERS 29847     |
 CP2754|---------------------------------------------------------------------|
 CP2754
 CP2754                          SUPERSEDED SURVEY CONTROL
 CP2754
 CP2754  NAD 83(1986)-  32 14 54.78382(N)    090 54 38.71244(W) AD(       ) 3
 CP2754  NAD 27      -  32 14 54.24760(N)    090 54 38.33524(W) AD(       ) 3
 CP2754
 CP2754.Superseded values are not recommended for survey control.
 CP2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2754.See file dsdata.txt to determine how the superseded data were derived.
 CP2754
 CP2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9682569901(NAD 83)
 CP2754_MARKER: DS = TRIANGULATION STATION DISK
 CP2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2754_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2754
 CP2754  HISTORY     - Date     Condition        Report By
 CP2754  HISTORY     - 1948     MONUMENTED       CGS
 CP2754  HISTORY     - 1957     GOOD             CGS
 CP2754  HISTORY     - 1965     GOOD             CGS
 CP2754  HISTORY     - 1972     GOOD             MSSU
 CP2754  HISTORY     - 1981     GOOD             NGS
 CP2754  HISTORY     - 19820301 GOOD             MSSU
 CP2754
 CP2754                          STATION DESCRIPTION
 CP2754
 CP2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2754'THE STATION IS LOCATED ON A HILL ABOUT 1 MILE EAST OF THE
 CP2754'VICKSBURG AIRPORT, WHICH IS LOCATED ALONG U.S. HIGHWAY 61,
 CP2754'AND ON LAND OWNED BY MR. G.E. BOBB.  IT IS 72 FEET NORTH OF
 CP2754'THE APPROXIMATE CENTERLINE OF A WOODS ROAD, 60 FEET NORTHEAST
 CP2754'OF A 30-INCH CHINABERRY TREE, AND 5 FEET SOUTH OF A WITNESS
 CP2754'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 CP2754'BOBB 1948.
 CP2754'
 CP2754'REFERENCE MARK NO. 1 IS 91.46 FEET NORTHWEST OF THE STATION
 CP2754'AND 57 FEET NORTHWEST OF THE CHINABERRY TREE.  THE MARK
 CP2754'PROJECTS 3 INCHES, AND THE DISK IS STAMPED BOBB NO 1 1948.
 CP2754'
 CP2754'REFERENCE MARK NO. 2 IS 99.70 FEET SOUTH-SOUTHWEST OF THE
 CP2754'STATION AND 28 FEET SOUTH OF THE WOODS ROAD.  THE MARK PROJECTS
 CP2754'5 INCHES, AND THE DISK IS STAMPED BOBB NO 2 1948.
 CP2754'
 CP2754'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-SOUTHEAST
 CP2754'OF THE STATION ON A SMALL KNOLL AND 45 FEET NORTHEAST OF A
 CP2754'CONCRETE CISTERN.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 CP2754'IS STAMPED BOBB 1948.
 CP2754'
 CP2754'TO REACH THE STATION FROM THE JUNCTION OF CHERRY STREET AND
 CP2754'THE HALLS FERRY ROAD IN VICKSBURG, GO SOUTHEASTERLY ON THE
 CP2754'HALLS FERRY ROAD FOR 6.2 MILES TO THE J.E. SLATER GROCERY
 CP2754'STORE AT A T-ROAD INTERSECTION, HERE TURN RIGHT AND GO 0.65
 CP2754'MILE TO A FORK IN THE ROAD, TAKE THE RIGHT ROAD AND GO 0.4
 CP2754'MILE TO ANOTHER FORK IN THE ROAD, TAKE THE LEFT ROAD AND
 CP2754'GO 0.7 MILE TO A WOODEN GATE AND A WOODS ROAD TO THE LEFT,
 CP2754'TURN LEFT AND GO 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 CP2754'AND FOLLOW THE WOODS ROAD FOR 0.55 MILE TO ANOTHER WOODEN
 CP2754'GATE, CONTINUE SOUTHWESTERLY FOR 0.4 MILE TO A CLEARING,*
 CP2754'HERE TURN SHARP RIGHT AND GO WESTERLY FOR 0.2 MILE TO A
 CP2754'SMALL KNOLL AND THE STATION ON THE RIGHT.
 CP2754'
 CP2754'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST FOR
 CP2754'0.05 MILE TO THE AZIMUTH ON THE TOP OF THE KNOLL.
 CP2754'
 CP2754'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2754
 CP2754                          STATION RECOVERY (1957)
 CP2754
 CP2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2754'THE STATION WAS VISITED 1-23-57 AND ALL MARKS WERE FOUND IN
 CP2754'GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 CP2754'TO BE STAMPED WRONG IN REFERENCE TO THE DATA IN THE 1948
 CP2754'DESCRIPTION BY F.X.P..  NOTE THE CORRECTED DATA BELOW.  A
 CP2754'NEW DESCRIPTION FOLLOWS--
 CP2754'
 CP2754'THE STATION IS LOCATED ABOUT 7.25 MILES SOUTH OF VICKSBURG,
 CP2754'1.5 MILE EAST OF THE WARRENTON RAILROAD SIDING, AND 1 MILE
 CP2754'EAST OF U.S. HIGHWAY 61 AND THE VICKSBURG AIRPORT, ON PASTURED
 CP2754'LAND OWNED BY MR. G.E. BOBB, 72 FEET NORTH OF AN OLD GRADED
 CP2754'WOODS ROAD (FORMERLY THE MAIN ROAD TO WARRENTON) ON THE NORTH
 CP2754'BANK OF A DEEP CUT, 60 FEET NORTHEAST OF A 30-INCH CHINABERRY
 CP2754'TREE AND 5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 CP2754'DISK, STAMPED BOBB 1948, PROJECTING 8 INCHES AND ABOUT 15
 CP2754'FEET ABOVE THE LEVEL OF THE ROAD.
 CP2754'
 CP2754'REFERENCE MARK NO. 1 IS 99.70 FEET SOUTH-SOUTHEAST OF THE
 CP2754'STATION, 28 FEET SOUTH OF THE CENTER OF THE GRADED WOODS
 CP2754'ROAD, IN A GROUP OF CEDAR TREE AND ABOUT 8 FEET ABOVE THE
 CP2754'LEVEL OF THE ROAD.  IT IS A STANDARD DISK, STAMPED BOBB NO
 CP2754'1 1948, PROJECTING 5 INCHES.
 CP2754'
 CP2754'REFERENCE MARK NO. 2 IS 91.46 FEET NORTHWEST OF THE STATION,
 CP2754'57 FEET NORTHWEST OF THE 30-INCH CHINABERRY TREE AND ABOUT
 CP2754'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK,
 CP2754'STAMPED BOBB NO 2 1948, PROJECTING 3 INCHES.
 CP2754'
 CP2754'THE AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHEAST OF THE STATION,
 CP2754'ON THE TOP OF A KNOLL WHICH IS SURROUNDED WITH PALMETTO
 CP2754'BUSHES, 45 FEET NORTHEAST OF THE CENTER OF A CONCRETE CISTERN
 CP2754'AND 50 FEET SOUTHWEST OF A FENCE CORNER.  IT IS A STANDARD
 CP2754'DISK STAMPED BOBB 1948, PROJECTING 6 INCHES.
 CP2754'
 CP2754'TO REACH THE STATION FROM THE COURTHOUSE IN VICKSBURG GO
 CP2754'SOUTH ON CHERRY STREET FOR 0.9 MILES TO A FORKS, TAKE LEFT
 CP2754'FORK AND GO SOUTH ON HALLS FERRY ROAD FOR 6.2 MILES TO A
 CP2754'FORK AND THE GRANGE HALL STORE ON THE RIGHT, TURN RIGHT AND
 CP2754'GO 0.05 MILE TO THE GRANGE HALL STORE, KEEP RIGHT AND GO
 CP2754'0.7 MILE TO A T ROAD, TURN RIGHT AND GO 0.4 MILE TO A FORK,
 CP2754'TAKE LEFT FORK AND GO 0.65 MILE TO A LANE LEADING SOUTH THROUGH
 CP2754'A CUT BANK, TURN LEFT AND GO THROUGH WIRE GATE AND GO ABOUT
 CP2754'50 YARDS TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO A
 CP2754'FORK WITH A LONE OAK TREE IN THE CENTER OF THE FORK, TAKE
 CP2754'RIGHT AND GO ABOUT 50 YARDS TO A FORK, KEEP RIGHT FORK
 CP2754'AND FOLLOW GRADED ROAD, KEEPING ALL LEFT FORKS FOR 0.95
 CP2754'MILE TO A SMALL CLEARING AND A LONE CEDAR TREE IN THE
 CP2754'CENTER OF THE CLEARING WITH A METAL TAG NAILED TO IT
 CP2754'WHICH IS STAMPED 4605, *TURN SHARP RIGHT AND FOLLOW GRADED
 CP2754'ROAD FOR ABOUT 0.2 MILE NORTHWEST TO A CUT IN A KNOLL
 CP2754'JUST BEFORE COMING TO ANOTHER SMALL CLEARING.  THE
 CP2754'STATION IS ON THE RIGHT ABOUT THE CENTER OF THE CUT.
 CP2754'
 CP2754'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHEAST TO
 CP2754'THE TOP OF THE FIRST KNOLL AND THE MARK.  (ABOUT 100 YARDS.)
 CP2754'
 CP2754'CORRECTED 1948 DATA.
 CP2754
 CP2754                          STATION RECOVERY (1965)
 CP2754
 CP2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 CP2754'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.G. 1957 AND
 CP2754'FOUND TO BE IN GOOD CONDITION.
 CP2754
 CP2754                          STATION RECOVERY (1972)
 CP2754
 CP2754'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (ALG)
 CP2754'$
 CP2754'BOBB 1948-GOOD
 CP2754'
 CP2754'BOBB NO 1 1948-GOOD
 CP2754'
 CP2754'BOBB NO 2 1948-GOOD
 CP2754'
 CP2754'BOBB 1948 (AZ MK)-DESTROYED
 CP2754'
 CP2754'AZIMUTH MARK FOUND UPROOTED WITH TOP 4 IN AND DISK MISSING.
 CP2754'
 CP2754'ADD THE FOLLOWING TO THE 1957 DESCRIPTION.
 CP2754'
 CP2754'STATION IS 21 FT NE OF 12 IN PIN OAK, 30 FT WNW OF 30 IN PIN.
 CP2754'OAK
 CP2754'
 CP2754'R.M. 1 IS 14 FT NE OF 14 IN HONEYLOCUST.
 CP2754'
 CP2754'R.M. 2 IS 35 FT WSW OF 12 IN RED OAK, 19 FT NW OF 14 IN ELM.
 CP2754
 CP2754                          STATION RECOVERY (1981)
 CP2754
 CP2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CP2754'THE STATION WAS VISITED 1-20-81 AND THE STATION MARK AND REFERENCE
 CP2754'MARKS NO.1 AND NO.2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 CP2754'MARK WAS NOT FOUND AND WOULD NOT TO VISABLE FROM THE STATION AT THIS
 CP2754'DATE.  NO LOCATION AVAILABLE FOR NEW AZIMUTH MARK DUE TO WOODS.  THE
 CP2754'STATION WAS FOUND AS DESCRIBED IN 1957 DESCRIPTION.  A NEW TO REACH
 CP2754'DESCRIPTION FOLLOWS--
 CP2754'
 CP2754'TO REACH FROM THE JUNCTION OF I-20 AND U.S. HIGHWAY 61 ON SOUTH EDGE
 CP2754'OF VICKSBURG, GO SOUTH ON HIGHWAY 61 FOR 4.9 MILES TO BELVA DRIVE ON
 CP2754'THE LEFT, ACROSS HIGHWAY FROM WESTINGHOUSE PLANT, TURN LEFT ON BELVA
 CP2754'DR. FOR 0.30 MILE TO DILDA DRIVE, TURN LEFT AND GO EAST ON DILDA
 CP2754'DR. FOR 0.25 MILE TO LINDA DRIVE, TURN LEFT GO NORTH ON LINDA DR. FOR
 CP2754'0.15 MILE TO END OF TRUCK TRAVEL, PACK NORTHEAST ABOUT 300 YARDS TO
 CP2754'TOP OF RIDGE AND OLD WOODS ROAD, CONTINUE NORTH ALONG OLD ROAD FOR
 CP2754'0.2 MILE TO A FORK AT LONE TWIN TRUNK CEDAR TREE, TAKE LEFT FORK FOR
 CP2754'0.2 MILE TO STATION.
 CP2754
 CP2754                          STATION RECOVERY (1982)
 CP2754
 CP2754'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 CP2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DE6522 ***********************************************************************
 DE6522  DESIGNATION -  BOBCAT
 DE6522  PID         -  DE6522
 DE6522  STATE/COUNTY-  MS/JONES
 DE6522  USGS QUAD   -  ELLISVILLE (1982)
 DE6522
 DE6522                         *CURRENT SURVEY CONTROL
 DE6522  ___________________________________________________________________
 DE6522* NAD 83(2007)-  31 35 33.54897(N)    089 12 01.33234(W)     ADJUSTED  
 DE6522* NAVD 88     -              **(meters)            **(feet)            
 DE6522  ___________________________________________________________________
 DE6522  EPOCH DATE  -        2002.00
 DE6522  X           -      75,889.742 (meters)                     COMP
 DE6522  Y           -  -5,437,364.960 (meters)                     COMP
 DE6522  Z           -   3,322,064.948 (meters)                     COMP
 DE6522  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DE6522  ELLIP HEIGHT-          43.762 (meters)          (02/10/07) ADJUSTED
 DE6522  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DE6522
 DE6522  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6522  Type    PID    Designation                      North   East  Ellip
 DE6522  -------------------------------------------------------------------
 DE6522  NETWORK DE6522 BOBCAT                            0.67   0.61   2.00
 DE6522  -------------------------------------------------------------------
 DE6522
 DE6522.The horizontal coordinates were established by GPS observations
 DE6522.and adjusted by the National Geodetic Survey in February 2007.
 DE6522
 DE6522.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6522.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6522.The horizontal coordinates are valid at the epoch date displayed above.
 DE6522.The epoch date for horizontal control is a decimal equivalence
 DE6522.of Year/Month/Day.
 DE6522
 DE6522
 DE6522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6522
 DE6522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6522
 DE6522.The ellipsoidal height was determined by GPS observations
 DE6522.and is referenced to NAD 83.
 DE6522
 DE6522.The geoid height was determined by GEOID03.
 DE6522
 DE6522;                    North         East     Units Scale Factor Converg.
 DE6522;SPC MS E     -   232,041.991   265,166.720   MT  0.99996496   -0 11 32.2
 DE6522;SPC MS E     -   761,291.10    869,967.81   sFT  0.99996496   -0 11 32.2
 DE6522;UTM  16      - 3,497,386.521   291,226.353   MT  1.00013761   -1 09 11.3
 DE6522
 DE6522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6522!SPC MS E     -   0.99999313  x   0.99996496  =   0.99995809
 DE6522!UTM  16      -   0.99999313  x   1.00013761  =   1.00013074
 DE6522
 DE6522|---------------------------------------------------------------------|
 DE6522| PID    Reference Object                     Distance      Geod. Az  |
 DE6522|                                                           dddmmss.s |
 DE6522| DE6521 JCJC                                242.382 METERS 12100     |
 DE6522| DE6523 WHITEHEAD                           258.845 METERS 15324     |
 DE6522|---------------------------------------------------------------------|
 DE6522
 DE6522                          SUPERSEDED SURVEY CONTROL
 DE6522
 DE6522  NAD 83(1993)-  31 35 33.54887(N)    089 12 01.33255(W) AD(       ) A
 DE6522  ELLIP H (08/20/02)   43.774  (m)                       GP(       ) 3 1
 DE6522
 DE6522.Superseded values are not recommended for survey control.
 DE6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6522.See file dsdata.txt to determine how the superseded data were derived.
 DE6522
 DE6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9122697387(NAD 83)
 DE6522_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6522_STAMPING: BOBCAT 2002
 DE6522_MARK LOGO: NGS   
 DE6522_PROJECTION: FLUSH
 DE6522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6522+STABILITY: SURFACE MOTION
 DE6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6522+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 DE6522
 DE6522  HISTORY     - Date     Condition        Report By
 DE6522  HISTORY     - 20020418 MONUMENTED       NGS
 DE6522
 DE6522                          STATION DESCRIPTION
 DE6522
 DE6522'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6522'STATION BOBCAT IS LOCATED ON THE CAMPUS OF JONES COUNTY JUNIOR COLLEGE
 DE6522'IN ELLISVILLE,
 DE6522'MISSISSIPPI.  IT IS ON THE SOUTH SIDE OF THE CAMPUS, NEAR THE EAST
 DE6522'SIDE OF THE POOL BY THE
 DE6522'WOMEN'S DORMITORY.
 DE6522' 
 DE6522'TO REACH STATION FROM THE INTERSECTION OF US 11 AND ROUTE 29 ON THE
 DE6522'NORTH SIDE OF
 DE6522'ELLISVILLE, DRIVE EAST ON ROUTE 29, HOLLY ST., ACROSS A SINGLE RR
 DE6522'TRACK AND CONTINUE ONE
 DE6522'BLOCK TO COURT ST., WITH THE CITY HALL ON THE RIGHT, SW CORNER, AND
 DE6522'THE COUNTY COURT
 DE6522'HOUSE ACROSS COURT ST. ON THE SE CORNER.  TURN RIGHT, SOUTH, ON COURT
 DE6522'ST. AND PASS IN
 DE6522'FRONT OF CITY HALL.  PROCEED ONE BLOCK, PASSING THE WEST SIDE OF THE
 DE6522'COURT HOUSE, TO IVY
 DE6522'ST..  TURN RIGHT, WEST, ON IVY ST. AND CONTINUE ONE BLOCK ON IVY ST.
 DE6522'TO FRONT ST. ON THE
 DE6522'LEFT ONLY.  TURN LEFT ON FRONT ST. AND DRIVE SOUTHWARD.  DRIVE SOUTH
 DE6522'ON FRONT ST. FOR
 DE6522'0.65 MILES THROUGH DOWNTOWN AND ON TO THE JCJC CAMPUS TO BUSH AVENUE,
 DE6522'BEARING LEFT
 DE6522'OFF OF FRONT STREET.  BEAR LEFT ADN PROCEED ON BUSH AVE. 0.2 MILES TO
 DE6522'A 4-WAY STOP.
 DE6522'PROCEED SOUTHWARD THROUGH THE INTERSECTION, PAST BALL FIELDS ON THE
 DE6522'RIGHT (EAST) FOR
 DE6522'0.1 MILE TO AND JUST PAST THE NEW WOMEN'S DORMITORY ON THE LEFT.
 DE6522' 
 DE6522'EXIT FROM THE ROAD TO THE LEFT, BEFORE CROSSING A CAUSEWAY BY A SMALL
 DE6522'LAKE, AND DRIVE
 DE6522'AROUND BEHIND THE DORM (SOUTH SIDE), BETWEEN THE BUILDING AND THE
 DE6522'LAKE, TO A LOW, FLAT
 DE6522'AREA EAST OF THE DORM AT THE EDGE OF THE WATER AND THE STATION ON THE
 DE6522'LEFT, ON THE FLAT
 DE6522'GROUND ABOUT 6 FT HIGHER.
 DE6522' 
 DE6522'THE STATION IS ON THE FLAT AREA EAST OF THE SE CORNER OF AN ATHLETIC
 DE6522'PRACTICE FIELD, AND
 DE6522'ENE OF THE OUTDOOR SWIMMING POOL ADJACENT TO THE EAST END OF THE
 DE6522'WOMEN'S DORM.  THE
 DE6522'MARK IS AN NGS BRASS DISK SET FLUSH IN THE TOP OF A 1 FT ROUND
 DE6522'CONCRETE MONUMENT.  IT IS
 DE6522'122 FT NE OF THE NE BRICK CORNER POST OF THE FENCE AROUND THE OUTDOOR
 DE6522'POOL, 87 FT NW OF
 DE6522' A RAISED MANHOLE STRUCTURE BY THE EDGE OF A SMALL LAKE AND UNDER THE
 DE6522'CANOPY OF A
 DE6522'LARGE WATER OAK, AND 78 FT. W OF THE CLOSEST EDGE OF THE LAKE.
 DE6522'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2732 ***********************************************************************
 EH2732  DESIGNATION -  BOBO
 EH2732  PID         -  EH2732
 EH2732  STATE/COUNTY-  MS/QUITMAN
 EH2732  USGS QUAD   -  CROWDER (1982)
 EH2732
 EH2732                         *CURRENT SURVEY CONTROL
 EH2732  ___________________________________________________________________
 EH2732* NAD 83(1993)-  34 10 51.73757(N)    090 12 56.08555(W)     ADJUSTED  
 EH2732* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 EH2732  ___________________________________________________________________
 EH2732  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EH2732  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH2732  HORZ ORDER  -  FIRST
 EH2732
 EH2732.The horizontal coordinates were established by classical geodetic methods
 EH2732.and adjusted by the National Geodetic Survey in May 1994.
 EH2732
 EH2732.The orthometric height was scaled from a topographic map.
 EH2732
 EH2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2732
 EH2732.The geoid height was determined by GEOID03.
 EH2732
 EH2732;                    North         East     Units Scale Factor Converg.
 EH2732;SPC MS W     -   519,033.967   710,855.007   MT  0.99995145   +0 03 58.2
 EH2732;SPC MS W     - 1,702,863.94  2,332,196.80   sFT  0.99995145   +0 03 58.2
 EH2732;UTM  15      - 3,785,734.338   756,625.978   MT  1.00041188   +1 33 54.6
 EH2732
 EH2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2732!SPC MS W     -   0.99999678  x   0.99995145  =   0.99994823
 EH2732!UTM  15      -   0.99999678  x   1.00041188  =   1.00040866
 EH2732
 EH2732|---------------------------------------------------------------------|
 EH2732| PID    Reference Object                     Distance      Geod. Az  |
 EH2732|                                                           dddmmss.s |
 EH2732| CY5302 BOBO RM 1                                          01106     |
 EH2732| EH2733 20 A                                 16.629 METERS 24950     |
 EH2732| EH2735 LAMBERT                             APPROX. 9.7 KM 2763822.6 |
 EH2732| CY5301 BOBO AZ MK                                         2881638.9 |
 EH2732| EH2734 LAMBERT MUNICIPAL TANK              APPROX. 6.7 KM 2890338.9 |
 EH2732| CY5303 BOBO RM 2                           106.436 METERS 29203     |
 EH2732| EH2737 MARKS FEDERAL COMPRESS CO S TK      APPROX. 8.0 KM 3131437.1 |
 EH2732| EH2736 MARKS FEDERAL COMPRESS CO N TK      APPROX. 8.2 KM 3145858.1 |
 EH2732| EH2753 MARKS RIVERSIDE INDUSTRIES TK       APPROX. 9.4 KM 3262958.2 |
 EH2732| EH2752 MARKS SMALL MUNICIPAL TANK          APPROX. 9.7 KM 3273254.9 |
 EH2732| EH2754 MARKS LARGE MUNICIPAL TANK          APPROX. 9.7 KM 3274321.6 |
 EH2732|---------------------------------------------------------------------|
 EH2732
 EH2732                          SUPERSEDED SURVEY CONTROL
 EH2732
 EH2732  NAD 83(1986)-  34 10 51.74825(N)    090 12 56.08424(W) AD(       ) 1
 EH2732  NAD 27      -  34 10 51.34000(N)    090 12 55.75400(W) AD(       ) 1
 EH2732
 EH2732.Superseded values are not recommended for survey control.
 EH2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2732.See file dsdata.txt to determine how the superseded data were derived.
 EH2732
 EH2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5662685734(NAD 83)
 EH2732_MARKER: DS = TRIANGULATION STATION DISK
 EH2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2732
 EH2732  HISTORY     - Date     Condition        Report By
 EH2732  HISTORY     - 1956     MONUMENTED       CGS
 EH2732  HISTORY     - 1957     GOOD             CGS
 EH2732  HISTORY     - 1977     GOOD             MSHD
 EH2732  HISTORY     - 20081119 MARK NOT FOUND   MSDOT
 EH2732
 EH2732                          STATION DESCRIPTION
 EH2732
 EH2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2732'THE STATION IS IN SECTION 29, T 27 N, R 1 E, ABOUT 4-1/2
 EH2732'MILES WEST OF CROWDER, 4 MILES EAST-SOUTHEAST OF LAMBERT,
 EH2732'ON THE SOUTH SIDE OF THE CROWDER-LAMBERT ROAD, IN A CULTIVATED
 EH2732'FIELD, 119 FEET SOUTH OF THE SOUTHWEST END OF BRIDGE OVER
 EH2732'THE TALLAHATCHIE RIVER.  ON LAND OWNED BY MR. CLARENCE MC CULLAR.
 EH2732'
 EH2732'TO REACH THE STATION FROM THE STREET INTERSECTION NORTHWEST
 EH2732'OF THE CROWDER CLINIC IN CROWDER, GO WEST ON GRAVEL ROAD
 EH2732'LEADING TO LAMBERT FOR 5.05 MILES TO THE WEST END OF BRIDGE
 EH2732'OVER TALLAHATCHIE RIVER AND STATION ON THE LEFT.  TO REACH
 EH2732'THE AZIMUTH MARK CONTINUE WEST FOR 0.75 MILE TO AZIMUTH MARK
 EH2732'ON THE LEFT.
 EH2732'
 EH2732'STATION MARKS, ARE STANDARD DISKS, STAMPED BOBO 1956.  THE
 EH2732'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST
 EH2732'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 328 FEET
 EH2732'NORTH-NORTHEAST OF THE MOST NORTHERLY OF TWIN POWER LINE
 EH2732'POLES, 119 FEET SOUTH OF THE SOUTHWEST END OF BRIDGE, ABOUT
 EH2732'110 FEET WEST OF THE WEST BANK OF RIVER, AND 1 FOOT WEST
 EH2732'OF A STANDARD WITNESS POST.  THE UNDERGROUND STATION MARK
 EH2732'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 EH2732'GROUND.
 EH2732'
 EH2732'REFERENCE MARK 1, A STANDARD DISK STAMPED BOBO NO 1 1956, IS
 EH2732'CEMENTED IN A DRILL HOLE IN SOUTHWEST CONCRETE ABUTMENT OF
 EH2732'BRIDGE.  IT IS ABOUT 10 FEET HIGHER THAN STATION.
 EH2732'
 EH2732'REFERENCE MARK 2, A STANDARD DISK STAMPED BOBO NO 2 1956,
 EH2732'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 EH2732'GROUND.  IT IS 99 FEET SOUTH OF CENTER OF ROAD, AND 29 FEET
 EH2732'WEST OF FIELD ROAD.
 EH2732'
 EH2732'AZIMUTH MARK, A STANDARD DISK STAMPED BOBO 1956, IS SET IN A
 EH2732'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 EH2732'IT IS 156 FEET SOUTHWEST OF THE JUNCTION OF A DRIVEWAY WITH MAIN
 EH2732'ROAD, 109 FEET NORTH OF NORTHWEST CORNER OF FARM HOUSE,76
 EH2732'FEET SOUTH OF CENTER OF ROAD, 2 FEET NORTH OF POWER LINE POLE,
 EH2732'WITH TRANSFORMER, AND 16 INCHES EAST OF A STANDARD WITNESS
 EH2732'POST.
 EH2732'
 EH2732'THE U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 20 A 1908,
 EH2732'IS A BRONZE CAP ON A 3-INCH PIPE WHICH PROJECTS 16 INCHES.
 EH2732'IT IS AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, ABOUT
 EH2732'125 FEET SOUTHWEST OF THE SOUTHWEST END OF BRIDGE OVER THE
 EH2732'TALLAHATCHIE RIVER.
 EH2732'
 EH2732'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2732
 EH2732                          STATION RECOVERY (1957)
 EH2732
 EH2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2732'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EH2732'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 EH2732'IN GOOD CONDITION.
 EH2732'
 EH2732'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 EH2732
 EH2732                          STATION RECOVERY (1977)
 EH2732
 EH2732'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EH2732'THE STATION WAS VISITED 3-1-77 AND THE STATION MARK, RM NO 1, AND
 EH2732'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO
 EH2732'BE DESTROYED AND THE DISK WAS RECLAIMED.  USGS BENCH MARK 20-A 1908
 EH2732'WAS NOT FOUND BUT ACCORDING TO THE MEASUREMENTS AND DIRECTION IT
 EH2732'WAS PROBABLY DESTROYING BY FARM EQUIPMENT.
 EH2732'
 EH2732'THE STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF LAMBERT IN THE
 EH2732'SOUTHWEST ANGLE OF THE STATE HIGHWAY 322 BRIDGE OVER THE
 EH2732'TALLAHATCHIE RIVER AT THE NORTHEAST EDGE OF A CULTIVATED FIELD, 4.5
 EH2732'MILES WEST OF CROWDER, 6.5 MILES SOUTHEAST OF MARKS IN THE
 EH2732'SOUTHWEST 1/4 OF SECTION 29, T 27N, R 1E.  IT IS 119 FEET SOUTH
 EH2732'OF THE SOUTH END OF THE WEST ABUTMENT OF THE STATE HIGHWAY 322
 EH2732'BRIDGE OVER TALLAHATCHIE RIVER, 110 FEET WEST OF THE WEST BANK OF THE
 EH2732'RIVER, 95.5 FEET WEST-SOUTHWEST OF A TELEPHONE CABLE POLE,
 EH2732'2.5 FEET SOUTHEAST OF A 12 INCH PECAN, 3 FEET NORTHEAST OF THE EDGE
 EH2732'OF A CULTIVATED FIELD, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 EH2732'AND IS 4 INCHES BELOW THE GROUND.  IT IS A TRIANGULATION DISK,
 EH2732'STAMPED BOBO 1956.
 EH2732'
 EH2732'REFERENCE MARK NO 1 IS 119.14 FEET NORTH-NORTHEAST OF THE
 EH2732'STATION.  IT IS 18.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY
 EH2732'322 SET IN A DRILL HOLE, 0.6 MILE NORTH OF THE SOUTH END OF THE
 EH2732'WEST ABUTMENT OF THE STATE HIGHWAY 322 BRIDGE OVER THE TALLAHATCHIE
 EH2732'RIVER AND IS ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 EH2732'
 EH2732'IT IS A REFERENCE MARK DISK, STAMPED BOBO NO 1 1956.
 EH2732'
 EH2732'REFERENCE MARK NO 2 IS 349.20 FEET NORTHWEST OF THE STATION.  IT IS
 EH2732'96 FEET SOUTH OF THE CENTER OF HIGHWAY 322, 23 FEET WEST OF THE
 EH2732'CENTER OF AN ENTRANCE TO A FIELD, 40.5 FEET EAST OF A TELEPHONE
 EH2732'CABLE POLE, 6 FEET EAST OF A 12 INCH PECAN, 1 FOOT NORTH OF A METAL
 EH2732'WITNESS POST ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 EH2732'PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED BOBO
 EH2732'NO 2 1956.
 EH2732'
 EH2732'TO REACH FROM THE STATION FROM THE JUNCTION OF STATE HIGHWAY 322 AND
 EH2732'STATE HIGHWAY 3 IN LAMBERT GO EAST ON STATE HIGHWAY 322 FOR 3.9
 EH2732'MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 322
 EH2732'FOR 1 MILE TO THE BRIDGE AND THE STATION IS ON THE RIGHT.
 EH2732'
 EH2732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EH2732'EAST-SOUTHEAST OF LAMBERT.
 EH2732
 EH2732                          STATION RECOVERY (2008)
 EH2732
 EH2732'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2732'FAILED TO LOCATE, ALL MARKS APPARENTLY DESTROYED. RM 2 WAS FOUND
 EH2732'UPROOTED WITH THE CAP REMOVED. THE STATION WAS NOT LOCATED AND ASSUMED
 EH2732'DESTROYED BY FARM MACHINERY AS WAS THE USGS BENCHMARK 20 A. THE
 EH2732'REFERENCE MARK, RM 1, SAID TO BE LOCATED IN THE HEADWALL HAS
 EH2732'APPARENTLY BEEN COVERED BY A RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DH3870 ***********************************************************************
 DH3870  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3870  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3870  DESIGNATION -  BOBO 1 CORS ARP
 DH3870  CORS_ID     -  MSB1
 DH3870  PID         -  DH3870
 DH3870  STATE/COUNTY-  MS/BOLIVAR
 DH3870  USGS QUAD   -  DUNCAN (1967)
 DH3870
 DH3870                         *CURRENT SURVEY CONTROL
 DH3870  ___________________________________________________________________
 DH3870* NAD 83(CORS)-  34 06 52.25163(N)    090 41 24.99189(W)     ADJUSTED  
 DH3870* NAVD 88     -        51.78   (meters)     169.9    (feet)  GPS OBS   
 DH3870  ___________________________________________________________________
 DH3870  EPOCH DATE  -        2002.00
 DH3870  X           -     -63,683.967 (meters)                     COMP
 DH3870  Y           -  -5,285,782.099 (meters)                     COMP
 DH3870  Z           -   3,556,984.356 (meters)                     COMP
 DH3870  ELLIP HEIGHT-          25.310 (meters)          (06/??/05) ADJUSTED
 DH3870  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH3870  HORZ ORDER  -  SPECIAL (CORS)
 DH3870  ELLP ORDER  -  SPECIAL (CORS)
 DH3870
 DH3870.ITRF positions are available for this station.
 DH3870.The coordinates were established by GPS observations
 DH3870.and adjusted by the National Geodetic Survey in June 2005.
 DH3870.The coordinates are valid at the epoch date displayed above.
 DH3870.The epoch date for horizontal control is a decimal equivalence
 DH3870.of Year/Month/Day.
 DH3870
 DH3870.The orthometric height was determined by GPS observations and a
 DH3870.high-resolution geoid model.
 DH3870.The orthometric height was determined by GPS observations and a
 DH3870.high-resolution geoid model using precise GPS observation and
 DH3870.processing techniques.
 DH3870
 DH3870.The PID for the CORS L1 Phase Center is DH3871.
 DH3870
 DH3870.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3870
 DH3870.The ellipsoidal height was determined by GPS observations
 DH3870.and is referenced to NAD 83.
 DH3870
 DH3870.The geoid height was determined by GEOID03.
 DH3870
 DH3870;                    North         East     Units Scale Factor Converg.
 DH3870;SPC MS W     -   511,706.434   667,069.855   MT  0.99996336   -0 12 00.7
 DH3870;SPC MS W     - 1,678,823.53  2,188,545.02   sFT  0.99996336   -0 12 00.7
 DH3870
 DH3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3870!SPC MS W     -   0.99999603  x   0.99996336  =   0.99995939
 DH3870
 DH3870                          SUPERSEDED SURVEY CONTROL
 DH3870
 DH3870.No superseded survey control is available for this station.
 DH3870
 DH3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303377262(NAD 83)
 DH3870_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3870
 DH3870                          STATION DESCRIPTION
 DH3870
 DH3870'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3870'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3870'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3870'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3870'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3870'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DH3871 ***********************************************************************
 DH3871  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3871  DESIGNATION -  BOBO 1 CORS L1 PHASE CENTER
 DH3871  CORS_ID     -  MSB1
 DH3871  PID         -  DH3871
 DH3871  STATE/COUNTY-  MS/BOLIVAR
 DH3871  USGS QUAD   -  DUNCAN (1967)
 DH3871
 DH3871                         *CURRENT SURVEY CONTROL
 DH3871  ___________________________________________________________________
 DH3871* NAD 83(CORS)-  34 06 52.25159(N)    090 41 24.99192(W)     ADJUSTED  
 DH3871* NAVD 88     -              **(meters)            **(feet)            
 DH3871  ___________________________________________________________________
 DH3871  EPOCH DATE  -        2002.00
 DH3871  X           -     -63,683.969 (meters)                     COMP
 DH3871  Y           -  -5,285,782.172 (meters)                     COMP
 DH3871  Z           -   3,556,984.404 (meters)                     COMP
 DH3871  ELLIP HEIGHT-          25.398 (meters)          (06/??/05) ADJUSTED
 DH3871  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH3871  HORZ ORDER  -  SPECIAL (CORS)
 DH3871  ELLP ORDER  -  SPECIAL (CORS)
 DH3871
 DH3871.ITRF positions are available for this station.
 DH3871.The coordinates were established by GPS observations
 DH3871.and adjusted by the National Geodetic Survey in June 2005.
 DH3871.The coordinates are valid at the epoch date displayed above.
 DH3871.The epoch date for horizontal control is a decimal equivalence
 DH3871.of Year/Month/Day.
 DH3871
 DH3871
 DH3871.The PID for the CORS ARP is DH3870.
 DH3871
 DH3871.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3871
 DH3871.The ellipsoidal height was determined by GPS observations
 DH3871.and is referenced to NAD 83.
 DH3871
 DH3871.The geoid height was determined by GEOID03.
 DH3871
 DH3871;                    North         East     Units Scale Factor Converg.
 DH3871;SPC MS W     -   511,706.433   667,069.854   MT  0.99996336   -0 12 00.7
 DH3871;SPC MS W     - 1,678,823.52  2,188,545.01   sFT  0.99996336   -0 12 00.7
 DH3871
 DH3871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3871!SPC MS W     -   0.99999601  x   0.99996336  =   0.99995937
 DH3871
 DH3871                          SUPERSEDED SURVEY CONTROL
 DH3871
 DH3871.No superseded survey control is available for this station.
 DH3871
 DH3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303377262(NAD 83)
 DH3871_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3871
 DH3871                          STATION DESCRIPTION
 DH3871
 DH3871'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3871'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3871'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3871'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3871'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3871'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DH3872 ***********************************************************************
 DH3872  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3872  DESIGNATION -  BOBO 2 CORS ARP
 DH3872  CORS_ID     -  MSB2
 DH3872  PID         -  DH3872
 DH3872  STATE/COUNTY-  MS/BOLIVAR
 DH3872  USGS QUAD   -  DUNCAN (1967)
 DH3872
 DH3872                         *CURRENT SURVEY CONTROL
 DH3872  ___________________________________________________________________
 DH3872* NAD 83(CORS)-  34 06 51.35571(N)    090 41 24.94884(W)     ADJUSTED  
 DH3872* NAVD 88     -              **(meters)            **(feet)            
 DH3872  ___________________________________________________________________
 DH3872  EPOCH DATE  -        2002.00
 DH3872  X           -     -63,683.049 (meters)                     COMP
 DH3872  Y           -  -5,285,797.490 (meters)                     COMP
 DH3872  Z           -   3,556,961.431 (meters)                     COMP
 DH3872  ELLIP HEIGHT-          25.185 (meters)          (06/??/05) ADJUSTED
 DH3872  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH3872  HORZ ORDER  -  SPECIAL (CORS)
 DH3872  ELLP ORDER  -  SPECIAL (CORS)
 DH3872
 DH3872.ITRF positions are available for this station.
 DH3872.The coordinates were established by GPS observations
 DH3872.and adjusted by the National Geodetic Survey in June 2005.
 DH3872.The coordinates are valid at the epoch date displayed above.
 DH3872.The epoch date for horizontal control is a decimal equivalence
 DH3872.of Year/Month/Day.
 DH3872
 DH3872
 DH3872.The PID for the CORS L1 Phase Center is DH3873.
 DH3872
 DH3872.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3872
 DH3872.The ellipsoidal height was determined by GPS observations
 DH3872.and is referenced to NAD 83.
 DH3872
 DH3872.The geoid height was determined by GEOID03.
 DH3872
 DH3872;                    North         East     Units Scale Factor Converg.
 DH3872;SPC MS W     -   511,678.826   667,070.862   MT  0.99996336   -0 12 00.7
 DH3872;SPC MS W     - 1,678,732.95  2,188,548.32   sFT  0.99996336   -0 12 00.7
 DH3872
 DH3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3872!SPC MS W     -   0.99999605  x   0.99996336  =   0.99995941
 DH3872
 DH3872                          SUPERSEDED SURVEY CONTROL
 DH3872
 DH3872.No superseded survey control is available for this station.
 DH3872
 DH3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303577235(NAD 83)
 DH3872_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3872
 DH3872                          STATION DESCRIPTION
 DH3872
 DH3872'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3872'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3872'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3872'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3872'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3872'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DH3873 ***********************************************************************
 DH3873  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3873  DESIGNATION -  BOBO 2 CORS L1 PHASE CENTER
 DH3873  CORS_ID     -  MSB2
 DH3873  PID         -  DH3873
 DH3873  STATE/COUNTY-  MS/BOLIVAR
 DH3873  USGS QUAD   -  DUNCAN (1967)
 DH3873
 DH3873                         *CURRENT SURVEY CONTROL
 DH3873  ___________________________________________________________________
 DH3873* NAD 83(CORS)-  34 06 51.35567(N)    090 41 24.94887(W)     ADJUSTED  
 DH3873* NAVD 88     -              **(meters)            **(feet)            
 DH3873  ___________________________________________________________________
 DH3873  EPOCH DATE  -        2002.00
 DH3873  X           -     -63,683.051 (meters)                     COMP
 DH3873  Y           -  -5,285,797.563 (meters)                     COMP
 DH3873  Z           -   3,556,961.479 (meters)                     COMP
 DH3873  ELLIP HEIGHT-          25.273 (meters)          (06/??/05) ADJUSTED
 DH3873  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DH3873  HORZ ORDER  -  SPECIAL (CORS)
 DH3873  ELLP ORDER  -  SPECIAL (CORS)
 DH3873
 DH3873.ITRF positions are available for this station.
 DH3873.The coordinates were established by GPS observations
 DH3873.and adjusted by the National Geodetic Survey in June 2005.
 DH3873.The coordinates are valid at the epoch date displayed above.
 DH3873.The epoch date for horizontal control is a decimal equivalence
 DH3873.of Year/Month/Day.
 DH3873
 DH3873
 DH3873.The PID for the CORS ARP is DH3872.
 DH3873
 DH3873.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3873
 DH3873.The ellipsoidal height was determined by GPS observations
 DH3873.and is referenced to NAD 83.
 DH3873
 DH3873.The geoid height was determined by GEOID03.
 DH3873
 DH3873;                    North         East     Units Scale Factor Converg.
 DH3873;SPC MS W     -   511,678.825   667,070.861   MT  0.99996336   -0 12 00.7
 DH3873;SPC MS W     - 1,678,732.95  2,188,548.32   sFT  0.99996336   -0 12 00.7
 DH3873
 DH3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3873!SPC MS W     -   0.99999603  x   0.99996336  =   0.99995939
 DH3873
 DH3873                          SUPERSEDED SURVEY CONTROL
 DH3873
 DH3873.No superseded survey control is available for this station.
 DH3873
 DH3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303577235(NAD 83)
 DH3873_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3873
 DH3873                          STATION DESCRIPTION
 DH3873
 DH3873'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3873'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3873'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3873'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3873'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3873'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ3657 ***********************************************************************
 DJ3657  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3657  DESIGNATION -  BOBO 5 CORS ARP
 DJ3657  CORS_ID     -  MSB5
 DJ3657  PID         -  DJ3657
 DJ3657  STATE/COUNTY-  MS/BOLIVAR
 DJ3657  USGS QUAD   -  DUNCAN (1967)
 DJ3657
 DJ3657                         *CURRENT SURVEY CONTROL
 DJ3657  ___________________________________________________________________
 DJ3657* NAD 83(CORS)-  34 06 52.25167(N)    090 41 24.99266(W)     ADJUSTED  
 DJ3657* NAVD 88     -              **(meters)            **(feet)            
 DJ3657  ___________________________________________________________________
 DJ3657  EPOCH DATE  -        2002.00
 DJ3657  X           -     -63,683.989 (meters)                     COMP
 DJ3657  Y           -  -5,285,782.240 (meters)                     COMP
 DJ3657  Z           -   3,556,984.453 (meters)                     COMP
 DJ3657  ELLIP HEIGHT-          25.481 (meters)          (10/??/07) ADJUSTED
 DJ3657  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ3657  HORZ ORDER  -  SPECIAL (CORS)
 DJ3657  ELLP ORDER  -  SPECIAL (CORS)
 DJ3657
 DJ3657.ITRF positions are available for this station.
 DJ3657.The coordinates were established by GPS observations
 DJ3657.and adjusted by the National Geodetic Survey in October 2007.
 DJ3657.The coordinates are valid at the epoch date displayed above.
 DJ3657.The epoch date for horizontal control is a decimal equivalence
 DJ3657.of Year/Month/Day.
 DJ3657
 DJ3657
 DJ3657.The PID for the CORS L1 Phase Center is DJ3658.
 DJ3657
 DJ3657.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3657
 DJ3657.The ellipsoidal height was determined by GPS observations
 DJ3657.and is referenced to NAD 83.
 DJ3657
 DJ3657.The geoid height was determined by GEOID03.
 DJ3657
 DJ3657;                    North         East     Units Scale Factor Converg.
 DJ3657;SPC MS W     -   511,706.435   667,069.835   MT  0.99996336   -0 12 00.7
 DJ3657;SPC MS W     - 1,678,823.53  2,188,544.95   sFT  0.99996336   -0 12 00.7
 DJ3657
 DJ3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3657!SPC MS W     -   0.99999600  x   0.99996336  =   0.99995936
 DJ3657
 DJ3657                          SUPERSEDED SURVEY CONTROL
 DJ3657
 DJ3657.No superseded survey control is available for this station.
 DJ3657
 DJ3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303377262(NAD 83)
 DJ3657_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ3657
 DJ3657                          STATION DESCRIPTION
 DJ3657
 DJ3657'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DJ3657'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ3657'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ3657'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ3657'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ3657'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ3658 ***********************************************************************
 DJ3658  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3658  DESIGNATION -  BOBO 5 CORS L1 PHASE CENTER
 DJ3658  CORS_ID     -  MSB5
 DJ3658  PID         -  DJ3658
 DJ3658  STATE/COUNTY-  MS/BOLIVAR
 DJ3658  USGS QUAD   -  DUNCAN (1967)
 DJ3658
 DJ3658                         *CURRENT SURVEY CONTROL
 DJ3658  ___________________________________________________________________
 DJ3658* NAD 83(CORS)-  34 06 52.25156(N)    090 41 24.99273(W)     ADJUSTED  
 DJ3658* NAVD 88     -              **(meters)            **(feet)            
 DJ3658  ___________________________________________________________________
 DJ3658  EPOCH DATE  -        2002.00
 DJ3658  X           -     -63,683.991 (meters)                     COMP
 DJ3658  Y           -  -5,285,782.309 (meters)                     COMP
 DJ3658  Z           -   3,556,984.496 (meters)                     COMP
 DJ3658  ELLIP HEIGHT-          25.563 (meters)          (10/??/07) ADJUSTED
 DJ3658  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ3658  HORZ ORDER  -  SPECIAL (CORS)
 DJ3658  ELLP ORDER  -  SPECIAL (CORS)
 DJ3658
 DJ3658.ITRF positions are available for this station.
 DJ3658.The coordinates were established by GPS observations
 DJ3658.and adjusted by the National Geodetic Survey in October 2007.
 DJ3658.The coordinates are valid at the epoch date displayed above.
 DJ3658.The epoch date for horizontal control is a decimal equivalence
 DJ3658.of Year/Month/Day.
 DJ3658
 DJ3658
 DJ3658.The PID for the CORS ARP is DJ3657.
 DJ3658
 DJ3658.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3658
 DJ3658.The ellipsoidal height was determined by GPS observations
 DJ3658.and is referenced to NAD 83.
 DJ3658
 DJ3658.The geoid height was determined by GEOID03.
 DJ3658
 DJ3658;                    North         East     Units Scale Factor Converg.
 DJ3658;SPC MS W     -   511,706.432   667,069.834   MT  0.99996336   -0 12 00.7
 DJ3658;SPC MS W     - 1,678,823.52  2,188,544.95   sFT  0.99996336   -0 12 00.7
 DJ3658
 DJ3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3658!SPC MS W     -   0.99999599  x   0.99996336  =   0.99995935
 DJ3658
 DJ3658                          SUPERSEDED SURVEY CONTROL
 DJ3658
 DJ3658.No superseded survey control is available for this station.
 DJ3658
 DJ3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303377262(NAD 83)
 DJ3658_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ3658
 DJ3658                          STATION DESCRIPTION
 DJ3658
 DJ3658'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ3658'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ3658'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ3658'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ3658'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ3658'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ3659 ***********************************************************************
 DJ3659  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3659  DESIGNATION -  BOBO 6 CORS ARP
 DJ3659  CORS_ID     -  MSB6
 DJ3659  PID         -  DJ3659
 DJ3659  STATE/COUNTY-  MS/BOLIVAR
 DJ3659  USGS QUAD   -  DUNCAN (1967)
 DJ3659
 DJ3659                         *CURRENT SURVEY CONTROL
 DJ3659  ___________________________________________________________________
 DJ3659* NAD 83(CORS)-  34 06 51.35558(N)    090 41 24.94931(W)     ADJUSTED  
 DJ3659* NAVD 88     -              **(meters)            **(feet)            
 DJ3659  ___________________________________________________________________
 DJ3659  EPOCH DATE  -        2002.00
 DJ3659  X           -     -63,683.063 (meters)                     COMP
 DJ3659  Y           -  -5,285,797.644 (meters)                     COMP
 DJ3659  Z           -   3,556,961.531 (meters)                     COMP
 DJ3659  ELLIP HEIGHT-          25.369 (meters)          (10/??/07) ADJUSTED
 DJ3659  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ3659  HORZ ORDER  -  SPECIAL (CORS)
 DJ3659  ELLP ORDER  -  SPECIAL (CORS)
 DJ3659
 DJ3659.ITRF positions are available for this station.
 DJ3659.The coordinates were established by GPS observations
 DJ3659.and adjusted by the National Geodetic Survey in October 2007.
 DJ3659.The coordinates are valid at the epoch date displayed above.
 DJ3659.The epoch date for horizontal control is a decimal equivalence
 DJ3659.of Year/Month/Day.
 DJ3659
 DJ3659
 DJ3659.The PID for the CORS L1 Phase Center is DJ3660.
 DJ3659
 DJ3659.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3659
 DJ3659.The ellipsoidal height was determined by GPS observations
 DJ3659.and is referenced to NAD 83.
 DJ3659
 DJ3659.The geoid height was determined by GEOID03.
 DJ3659
 DJ3659;                    North         East     Units Scale Factor Converg.
 DJ3659;SPC MS W     -   511,678.822   667,070.850   MT  0.99996336   -0 12 00.7
 DJ3659;SPC MS W     - 1,678,732.94  2,188,548.28   sFT  0.99996336   -0 12 00.7
 DJ3659
 DJ3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3659!SPC MS W     -   0.99999602  x   0.99996336  =   0.99995938
 DJ3659
 DJ3659                          SUPERSEDED SURVEY CONTROL
 DJ3659
 DJ3659.No superseded survey control is available for this station.
 DJ3659
 DJ3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303577235(NAD 83)
 DJ3659_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ3659
 DJ3659                          STATION DESCRIPTION
 DJ3659
 DJ3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DJ3659'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ3659'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ3659'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ3659'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ3659'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ3660 ***********************************************************************
 DJ3660  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3660  DESIGNATION -  BOBO 6 CORS L1 PHASE CENTER
 DJ3660  CORS_ID     -  MSB6
 DJ3660  PID         -  DJ3660
 DJ3660  STATE/COUNTY-  MS/BOLIVAR
 DJ3660  USGS QUAD   -  DUNCAN (1967)
 DJ3660
 DJ3660                         *CURRENT SURVEY CONTROL
 DJ3660  ___________________________________________________________________
 DJ3660* NAD 83(CORS)-  34 06 51.35547(N)    090 41 24.94938(W)     ADJUSTED  
 DJ3660* NAVD 88     -              **(meters)            **(feet)            
 DJ3660  ___________________________________________________________________
 DJ3660  EPOCH DATE  -        2002.00
 DJ3660  X           -     -63,683.066 (meters)                     COMP
 DJ3660  Y           -  -5,285,797.714 (meters)                     COMP
 DJ3660  Z           -   3,556,961.574 (meters)                     COMP
 DJ3660  ELLIP HEIGHT-          25.450 (meters)          (10/??/07) ADJUSTED
 DJ3660  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ3660  HORZ ORDER  -  SPECIAL (CORS)
 DJ3660  ELLP ORDER  -  SPECIAL (CORS)
 DJ3660
 DJ3660.ITRF positions are available for this station.
 DJ3660.The coordinates were established by GPS observations
 DJ3660.and adjusted by the National Geodetic Survey in October 2007.
 DJ3660.The coordinates are valid at the epoch date displayed above.
 DJ3660.The epoch date for horizontal control is a decimal equivalence
 DJ3660.of Year/Month/Day.
 DJ3660
 DJ3660
 DJ3660.The PID for the CORS ARP is DJ3659.
 DJ3660
 DJ3660.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3660
 DJ3660.The ellipsoidal height was determined by GPS observations
 DJ3660.and is referenced to NAD 83.
 DJ3660
 DJ3660.The geoid height was determined by GEOID03.
 DJ3660
 DJ3660;                    North         East     Units Scale Factor Converg.
 DJ3660;SPC MS W     -   511,678.819   667,070.848   MT  0.99996336   -0 12 00.7
 DJ3660;SPC MS W     - 1,678,732.93  2,188,548.27   sFT  0.99996336   -0 12 00.7
 DJ3660
 DJ3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3660!SPC MS W     -   0.99999600  x   0.99996336  =   0.99995936
 DJ3660
 DJ3660                          SUPERSEDED SURVEY CONTROL
 DJ3660
 DJ3660.No superseded survey control is available for this station.
 DJ3660
 DJ3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303577235(NAD 83)
 DJ3660_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ3660
 DJ3660                          STATION DESCRIPTION
 DJ3660
 DJ3660'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ3660'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ3660'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ3660'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ3660'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ3660'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2804 ***********************************************************************
 EH2804  DESIGNATION -  BOBO RADIO STATION KBJ 65 MAST
 EH2804  PID         -  EH2804
 EH2804  STATE/COUNTY-  MS/COAHOMA
 EH2804  USGS QUAD   -  SHERARD (1967)
 EH2804
 EH2804                         *CURRENT SURVEY CONTROL
 EH2804  ___________________________________________________________________
 EH2804* NAD 83(1993)-  34 07 59.35563(N)    090 39 36.73790(W)     ADJUSTED  
 EH2804* NAVD 88     -              **(meters)            **(feet)            
 EH2804  ___________________________________________________________________
 EH2804  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 EH2804  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH2804  HORZ ORDER  -  THIRD
 EH2804
 EH2804.The horizontal coordinates were established by classical geodetic methods
 EH2804.and adjusted by the National Geodetic Survey in May 1994.
 EH2804
 EH2804
 EH2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2804
 EH2804.The geoid height was determined by GEOID03.
 EH2804
 EH2804;                    North         East     Units Scale Factor Converg.
 EH2804;SPC MS W     -   513,764.693   669,850.680   MT  0.99996120   -0 11 00.3
 EH2804;SPC MS W     - 1,685,576.33  2,197,668.44   sFT  0.99996120   -0 11 00.3
 EH2804;SPC AR S     -   563,460.184   523,569.791   MT  0.99991995   +0 44 59.5
 EH2804;SPC AR S     - 1,848,618.95  1,717,745.22   sFT  0.99991995   +0 44 59.5
 EH2804;UTM  15      - 3,779,392.856   715,759.655   MT  1.00017388   +1 18 48.3
 EH2804
 EH2804                          SUPERSEDED SURVEY CONTROL
 EH2804
 EH2804  NAD 83(1986)-  34 07 59.36538(N)    090 39 36.73592(W) AD(       ) 4
 EH2804  NAD 27      -  34 07 58.97274(N)    090 39 36.37489(W) AD(       ) 3
 EH2804
 EH2804.Superseded values are not recommended for survey control.
 EH2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2804.See file dsdata.txt to determine how the superseded data were derived.
 EH2804
 EH2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1576079393(NAD 83)
 EH2804_MARKER: 42 = RADIO/TV MAST
 EH2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2804+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 EH2804
 EH2804  HISTORY     - Date     Condition        Report By
 EH2804  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2804  HISTORY     - 1973     GOOD             MSHD
 EH2804  HISTORY     - 20050205 GOOD             MSSU
 EH2804  HISTORY     - 20060325 GOOD             MSSU
 EH2804
 EH2804                          STATION DESCRIPTION
 EH2804
 EH2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2804'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 EH2804'ABOUT 8 MILES SOUTHWEST OF CLARKSDALE, 1 MILE EAST OF BOBO
 EH2804'AND AT THE EAST SIDE OF A TRANSMITTER BUILDING.  IT IS A
 EH2804'GUYED STEEL MAST PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 EH2804'WHITE AND IS OWNED AND OPERATED BY THE MISSISSIPPI POWER AND
 EH2804'LIGHT CO.  THE OVERALL HEIGHT IS 240 FEET.
 EH2804'
 EH2804'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61 IN
 EH2804'CLARKSDALE, GO SOUTHWEST ON HIGHWAY 61 FOR 2.75 MILES TO THE
 EH2804'JUNCTION WITH STATE HIGHWAY 1.  CONTINUE SOUTHWEST ON HIGHWAY
 EH2804'61 FOR 5.35 MILES TO A CROSSROAD AND A SIGN ON THE RIGHT
 EH2804'BOBO.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MILE TO THE
 EH2804'MAST ON THE RIGHT.
 EH2804
 EH2804                          STATION RECOVERY (1973)
 EH2804
 EH2804'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2804'THE STATION WAS VISITED 1-8-73 AND WAS FOUND AS DESCRIBED.  THE
 EH2804'STATION IS LOCATED 6.5 MILES SW OF CLARKSDALE IN THE SE ANGLE OF A
 EH2804'CROSSROAD, 1 MILE EAST OF THE COMMUNITY OF BOBO, 0.1 MILE EAST OF
 EH2804'U.S. HIGHWAY 61 IN THE NE CORNER OF SECTION 13, T 26N, R 5W.  THE
 EH2804'STATION IS THE TOP CENTER OF THE MAST.  IT IS A THREE LEGGED
 EH2804'CROSS-SECTION STEEL STRUCTURE PAINTED IN ALTERNATE SECTION OF
 EH2804'ORANGE AND WHITE AND IS 240 FEET HIGH.  THERE IS A SMALL CONCRETE
 EH2804'TRANSMITTER BUILDING WITH TWO ANTENNAS ON THE TOP POINTING TOWARD TWO
 EH2804'REFLECTORS ON THE TOP OF THE MAST.  THE MAST IS OWNED AND OPERATED
 EH2804'BY THE MISSISSIPPI POWER AND LIGHT CO.
 EH2804'
 EH2804'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2804'CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.75 MILES TO JUNCTION OF
 EH2804'STATE HIGHWAY 322.  CONTINUE SW ON U.S. HIGHWAY 61 FOR 5.5 MILES TO
 EH2804'A CROSSROAD WITH A SIGN POINTING WEST TO BOBO.  TURN LEFT AND GO
 EH2804'EAST ON A BLACK TOP ROAD FOR 0.1 MILE TO THE MAST ON THE RIGHT.
 EH2804'
 EH2804'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES SW OF
 EH2804'CLARKSDALE.
 EH2804
 EH2804                          STATION RECOVERY (2005)
 EH2804
 EH2804'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (GC)
 EH2804'THE RADIO TOWER MENTIONED AS THIS MARK HAS BEEN REMOVED.  HOWEVER, ITS
 EH2804'FOUNDATION PIER IS IN ADEQUATE CONDITION.  THE MEASURED COORDINATES AT
 EH2804'THE CENTER OF THE FOUNDATION PIER MATCH THE COORDINATES LISTED FOR THE
 EH2804'RADIO TOWER MAST WHEN IT STOOD.  THERE HAS ALSO BEEN SEVERAL ROAD
 EH2804'CHANGES TO THE AREA.
 EH2804'TO REACH THE FOUNDATION PIER OF THIS RADIO TOWER, TRAVEL SOUTH ON U.S.
 EH2804'HIGHWAY 61 FROM ITS INTERSECTION WITH U.S. HIGHWAY 49 IN THE SOUTHERN
 EH2804'CLARKSDALE FOR 7.6 MILES.  AT THIS POINT, TURN EAST ONTO THE LOCAL
 EH2804'ROAD AND PROCEED FOR .1 MILES.  THE RADIO TOWER'S FOUNDATION PIER WILL
 EH2804'BE ON YOUR LEFT.  THE PIER IS ON THE EAST SIDE OF A WHITE BUILDING.
 EH2804
 EH2804                          STATION RECOVERY (2006)
 EH2804
 EH2804'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (TCC)
 EH2804'THE RADIO TOWER HAS SINCE BEEN REMOVED, AND THERE ARE A FEW ROAD
 EH2804'CHANGES. BUT OTHER THAN THAT, THE DESCRIPTION GIVEN IS MORE THAN
 EH2804'ADEQUATE TO FIND THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2621 ***********************************************************************
 BH2621  DESIGNATION -  BODDIE
 BH2621  PID         -  BH2621
 BH2621  STATE/COUNTY-  MS/HARRISON
 BH2621  USGS QUAD   -  CAT ISLAND (1994)
 BH2621
 BH2621                         *CURRENT SURVEY CONTROL
 BH2621  ___________________________________________________________________
 BH2621* NAD 83(1993)-  30 13 54.55208(N)    089 07 15.96378(W)     ADJUSTED  
 BH2621* NAVD 88     -         0.5    (meters)       2.     (feet)  VERTCON   
 BH2621  ___________________________________________________________________
 BH2621  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BH2621  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BH2621  HORZ ORDER  -  SECOND
 BH2621
 BH2621.The horizontal coordinates were established by classical geodetic methods
 BH2621.and adjusted by the National Geodetic Survey in May 1994.
 BH2621
 BH2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2621
 BH2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2621
 BH2621.The geoid height was determined by GEOID03.
 BH2621
 BH2621;                    North         East     Units Scale Factor Converg.
 BH2621;SPC MS E     -    81,153.359   272,300.451   MT  0.99995946   -0 08 41.6
 BH2621;SPC MS E     -   266,250.65    893,372.40   sFT  0.99995946   -0 08 41.6
 BH2621;UTM  16      - 3,346,376.266   295,878.709   MT  1.00011406   -1 04 06.0
 BH2621
 BH2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2621!SPC MS E     -   1.00000424  x   0.99995946  =   0.99996370
 BH2621!UTM  16      -   1.00000424  x   1.00011406  =   1.00011830
 BH2621
 BH2621|---------------------------------------------------------------------|
 BH2621| PID    Reference Object                     Distance      Geod. Az  |
 BH2621|                                                           dddmmss.s |
 BH2621| DD7596 BODDIE RM 1                          10.288 METERS 00426     |
 BH2621| DD7597 BODDIE RM 2                           9.960 METERS 09700     |
 BH2621| BH2616 ARMY                                455.584 METERS 1100637.9 |
 BH2621|---------------------------------------------------------------------|
 BH2621
 BH2621                          SUPERSEDED SURVEY CONTROL
 BH2621
 BH2621  NAD 83(1986)-  30 13 54.56648(N)    089 07 15.95395(W) AD(       ) 2
 BH2621  NAD 27      -  30 13 53.84358(N)    089 07 15.82149(W) AD(       ) 2
 BH2621  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG    3  
 BH2621
 BH2621.Superseded values are not recommended for survey control.
 BH2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2621.See file dsdata.txt to determine how the superseded data were derived.
 BH2621
 BH2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9587946376(NAD 83)
 BH2621_MARKER: DS = TRIANGULATION STATION DISK
 BH2621_SETTING: 0 = UNSPECIFIED SETTING
 BH2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2621
 BH2621  HISTORY     - Date     Condition        Report By
 BH2621  HISTORY     - 1970     MONUMENTED       NGS
 BH2621  HISTORY     - 1973     GOOD             NGS
 BH2621
 BH2621                          STATION DESCRIPTION
 BH2621
 BH2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2621'THE STATION IS LOCATED ON THE NORTH SHORE OF THE WEST ARM OF CAT
 BH2621'ISLAND, 2 MILES WEST OF WEST POINT, 3-1/4 MILES SOUTHWEST OF NORTH
 BH2621'POINT, ON THE WEST SIDE OF A SMALL PROMONTORY JUTTING INTO
 BH2621'MISSISSIPPI SOUND, IN A PARTIALLY CLEARED AREA, AT THE NORTH END
 BH2621'OF A NORTH-SOUTH CLEARED STRIP OF LAND THAT BISECTS MOST OF THE
 BH2621'WEST ARM.
 BH2621'
 BH2621'THE STATION MARK IS A STANDARD DISK STAMPED BODDIE 1970, CRIMPED
 BH2621'TO THE TOP OF A 5/8-INCH COPPER ROD ENCASED IN A 4-INCH ORANGEBURG
 BH2621'PIPE WHICH PROJECTS 18 INCHES ABOVE GROUND.  IT IS 135 FEET
 BH2621'SOUTHEAST OF THE HIGH WATER LINE AT ITS CLOSEST POINT, 66 FEET
 BH2621'EAST OF A TRIANGULAR BLAZED 10-INCH PINE TREE AND 30 FEET EAST OF
 BH2621'THE APPROXIMATE CENTER OF THE CLEARED STRIP.
 BH2621'
 BH2621'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BODDIE NO 1 1970,
 BH2621'CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD ENCASED IN A 4-INCH
 BH2621'ORANGEBURG PIPE WHICH PROJECTS 24 INCHES ABOVE GROUND.  IT IS 82
 BH2621'FEET NORTHEAST OF THE BLAZED PINE TREE AND 30 FEET EAST OF THE
 BH2621'APPROXIMATE CENTER OF THE CLEARED STRIP.
 BH2621'
 BH2621'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BODDIE NO 2 1970,
 BH2621'CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD ENCASED IN A 4-INCH
 BH2621'ORANGEBURG PIPE WHICH PROJECTS 24 INCHES ABOVE GROUND.  IT IS 96
 BH2621'FEET EAST OF THE BLAZED PINE TREE.
 BH2621'
 BH2621'THIS STATION CAN BE REACHED ONLY BY HELICOPTER OR BOAT.
 BH2621'
 BH2621'TELLUROMETER TRAVERSE
 BH2621'
 BH2621'NO AZIMUTH MARK ESTABLISHED.
 BH2621'
 BH2621'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BH2621
 BH2621                          STATION RECOVERY (1973)
 BH2621
 BH2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2692 ***********************************************************************
 CP2692  DESIGNATION -  BOG
 CP2692  PID         -  CP2692
 CP2692  STATE/COUNTY-  MS/HINDS
 CP2692  USGS QUAD   -  BROWNSVILLE (1980)
 CP2692
 CP2692                         *CURRENT SURVEY CONTROL
 CP2692  ___________________________________________________________________
 CP2692* NAD 83(2007)-  32 29 00.55341(N)    090 22 35.02012(W)     ADJUSTED  
 CP2692* NAVD 88     -        95.8    (meters)     314.     (feet)  VERTCON   
 CP2692  ___________________________________________________________________
 CP2692  EPOCH DATE  -        2002.00
 CP2692  X           -     -35,378.925 (meters)                     COMP
 CP2692  Y           -  -5,385,397.647 (meters)                     COMP
 CP2692  Z           -   3,405,815.804 (meters)                     COMP
 CP2692  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CP2692  ELLIP HEIGHT-          69.273 (meters)          (02/10/07) ADJUSTED
 CP2692  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CP2692
 CP2692  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP2692  Type    PID    Designation                      North   East  Ellip
 CP2692  -------------------------------------------------------------------
 CP2692  NETWORK CP2692 BOG                               0.65   3.08   2.57
 CP2692  -------------------------------------------------------------------
 CP2692
 CP2692.The horizontal coordinates were established by GPS observations
 CP2692.and adjusted by the National Geodetic Survey in February 2007.
 CP2692
 CP2692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2692.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2692.The horizontal coordinates are valid at the epoch date displayed above.
 CP2692.The epoch date for horizontal control is a decimal equivalence
 CP2692.of Year/Month/Day.
 CP2692
 CP2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2692
 CP2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2692
 CP2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2692
 CP2692.The ellipsoidal height was determined by GPS observations
 CP2692.and is referenced to NAD 83.
 CP2692
 CP2692.The geoid height was determined by GEOID03.
 CP2692
 CP2692;                    North         East     Units Scale Factor Converg.
 CP2692;SPC MS W     -   330,761.824   695,952.716   MT  0.99995020   -0 01 23.3
 CP2692;SPC MS W     - 1,085,174.42  2,283,304.87   sFT  0.99995020   -0 01 23.3
 CP2692;UTM  15      - 3,597,061.416   746,541.084   MT  1.00034959   +1 24 35.0
 CP2692
 CP2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2692!SPC MS W     -   0.99998912  x   0.99995020  =   0.99993932
 CP2692!UTM  15      -   0.99998912  x   1.00034959  =   1.00033871
 CP2692
 CP2692|---------------------------------------------------------------------|
 CP2692| PID    Reference Object                     Distance      Geod. Az  |
 CP2692|                                                           dddmmss.s |
 CP2692| CY3848 BOG RM 1                             15.642 METERS 03523     |
 CP2692| CY3847 BOG AZ MK                                          1174011.1 |
 CP2692| CP2691 BROWNSVILLE LOOKOUT TOWER           APPROX. 3.4 KM 2342435.6 |
 CP2692| CY3849 BOG RM 2                             35.567 METERS 26652     |
 CP2692|---------------------------------------------------------------------|
 CP2692
 CP2692                          SUPERSEDED SURVEY CONTROL
 CP2692
 CP2692  ELLIP H (04/15/02)   69.205  (m)                       GP(       ) 4 1
 CP2692  NAD 83(1993)-  32 29 00.55283(N)    090 22 35.01839(W) AD(       ) 1
 CP2692  ELLIP H (05/13/94)   69.337  (m)                       GP(       ) 4 1
 CP2692  NAD 83(1986)-  32 29 00.56780(N)    090 22 35.01661(W) AD(       ) 1
 CP2692  NAD 27      -  32 29 00.05780(N)    090 22 34.68060(W) AD(       ) 1
 CP2692  NGVD 29 (02/20/88)   95.9    (m)          315.     (f) GPS OBS     3  
 CP2692
 CP2692.Superseded values are not recommended for survey control.
 CP2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2692.See file dsdata.txt to determine how the superseded data were derived.
 CP2692
 CP2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4654197061(NAD 83)
 CP2692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CP2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2692+STABILITY: SURFACE MOTION
 CP2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2692+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CP2692
 CP2692  HISTORY     - Date     Condition        Report By
 CP2692  HISTORY     - 1959     MONUMENTED       CGS
 CP2692  HISTORY     - 1961     GOOD             MSHD
 CP2692  HISTORY     - 1977     GOOD             MSHD
 CP2692  HISTORY     - 1987     GOOD             NGS
 CP2692  HISTORY     - 1988     GOOD             NGS
 CP2692
 CP2692                          STATION DESCRIPTION
 CP2692
 CP2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2692'STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH AND 4 MILES WEST OF
 CP2692'FLORA, 5-1/2 MILES WEST AND 1/2 MILE NORTH OF POCAHONTAS,
 CP2692'0.4 MILE SOUTH OF THE MADISON-HINDS COUNTY LINE, IN THE NORTHWEST
 CP2692'1/4 OF SECTION 2, T 7 N, R 2 W, ON PROPERTY OWNED BY MR. CHAPMAN
 CP2692'(HIS BROTHER, MR. D.E. CHAPMAN, LIVES 0.3 MILE SOUTHEAST OF
 CP2692'THE STATION), AND ON THE HIGHEST PART OF A SMALL RISE WHICH IS
 CP2692'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 CP2692'
 CP2692'TO REACH FROM THE RAILROAD DEPOT IN POCAHONTAS, GO NORTH ON
 CP2692'U.S. HIGHWAY 49 FOR 0.5 MILE TO A SIDE ROAD LEFT.  (CHURCH
 CP2692'IN THE NORTHWEST ANGLE) TURN LEFT AND FOLLOW GRAVELED ROAD WEST
 CP2692'FOR 3.0 MILES TO A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD
 CP2692'FOR 2.0 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK IN
 CP2692'THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE WEST FOR
 CP2692'0.25 MILE TO THE TOP OF A SMALL RISE AT A TENANT HOUSE AND THE
 CP2692'STATION ON THE LEFT.
 CP2692'
 CP2692'STATION MARKS ARE STANDARD DISKS, STAMPED BOG 1959.  UNDERGROUND
 CP2692'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 CP2692'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH
 CP2692'SQUARE, CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 117
 CP2692'FEET EAST-NORTHEAST OF A POWERLINE POLE, 100 FEET SOUTHWEST OF
 CP2692'THE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND
 CP2692'DRIVEWAY, 82 FEET SOUTH OF A GRAVELED ROAD AND 31 FEET SOUTHEAST
 CP2692'OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 CP2692'
 CP2692'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOG NO 1 1959,
 CP2692'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST FLUSH WITH
 CP2692'THE GROUND SURFACE.  IT IS 154 FEET NORTHEAST OF THE POWERLINE
 CP2692'POLE, 60 FEET WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 CP2692'56 FEET NORTHEAST OF THE HOUSE CORNER AND 31 FEET SOUTH OF THE
 CP2692'GRAVELED ROAD.
 CP2692'
 CP2692'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOG NO 2 1959, SET
 CP2692'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 7
 CP2692'INCHES.  IT IS 212 FEET WEST-SOUTHWEST OF THE INTERSECTION, 98
 CP2692'FEET WEST-SOUTHWEST OF THE HOUSE CORNER AND 1 FOOT NORTH OF THE
 CP2692'POWERLINE POLE.
 CP2692'
 CP2692'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 CP2692'153.99 FT. (46.936 M.)
 CP2692'
 CP2692'D 6 (USGS) (AZIMUTH MARK) IS A U.S. GEOLOGICAL SURVEY BENCH
 CP2692'MARK DISK, STAMPED D 6 1933, SET IN THE TOP OF AN 8 INCH SQUARE,
 CP2692'CONCRETE POST PROJECTING 3 INCHES.  IT IS 62 FEET WEST-SOUTHWEST
 CP2692'OF A POWERLINE POLE, 55 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD
 CP2692'AND 53 FEET SOUTH OF AN EAST-WEST GRAVELED ROAD.  A METAL,
 CP2692'WITNESS SIGNPOST WAS SET 1 FOOT NORTH OF THE MARK.
 CP2692'
 CP2692'NOTE--A METAL, WITNESS SIGNPOST WAS SET 17 INCHES NORTH OF
 CP2692'REFERENCE MARK 2.
 CP2692
 CP2692                          STATION RECOVERY (1961)
 CP2692
 CP2692'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2692'THE STATION WAS VISITED 10-4-61.  THE STATION, B.M. D 6 (USGS),
 CP2692'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2692'1959 DESCRIPTION BY E.E.H. IS ADEQUATE.
 CP2692
 CP2692                          STATION RECOVERY (1977)
 CP2692
 CP2692'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2692'THE STATION WAS VISITED 9-1-77 AND THE STATION MARK, RM NO 1, RM NO
 CP2692'2, AND D 6 (USGS) (THE AZIMUTH MARK) WERE FOUND IN GOOD CONDITION.
 CP2692'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.  THE HOUSE MENTIONED
 CP2692'IN THE 1959 DESCRIPTION IS ABANDONED AND ONLY A PART OF IT IS STILL
 CP2692'STANDING.
 CP2692'
 CP2692'THE STATION IS LOCATED 5.6 MILES SOUTHWEST OF FLORA, 10.4 MILES
 CP2692'NORTHWEST OF CLINTON, 5.3 MILES WEST OF POCAHONTAS, 0.4 MILE SOUTH
 CP2692'OF THE MADISON-HINDS COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION 2,
 CP2692'T 7N, R 2W.  IT IS 117 FEET EAT-NORTHEAST OF A POWER POLE, 89 FEET
 CP2692'SOUTH-SOUTHWEST OF THE CENTER OF WEST COUNTY LINE ROAD, 46
 CP2692'FEET NORTHWEST OF THE CENTER OF THE ENTRANCE TO A FIELD, 40
 CP2692'FEET NORTHEAST OF A T FENCE CORNER, 24.5 FEET NORTH-NORTHEAST OF A
 CP2692'FENCE, 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST AND IS 1
 CP2692'INCH BELOW THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED
 CP2692'BOG 1959.
 CP2692'
 CP2692'REFERENCE MARK NO 1 IS 51.32 FEET NORTHEAST OF THE STATION.  IT IS
 CP2692'91.5 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 39 FEET
 CP2692'WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD, 38 FEET
 CP2692'SOUTH-SOUTHWEST OF THE CENTER OF WEST COUNTY LINE ROAD, 1 FOOT
 CP2692'WEST-NORTHWEST OF A METAL WITNESS POST ABOUT 5 FEET ABOVE THE
 CP2692'LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND.  IT IS A
 CP2692'REFERENCE MARK DISK, STAMPED BOG NO 1 1959.
 CP2692'
 CP2692'REFERENCE MARK NO 2 IS 116.69 FEET WEST OF THE STATION.  IT IS 83
 CP2692'FEET WEST OF A T FENCE CORNER, 19 FEET SOUTH-SOUTHEAST OF A FENCE
 CP2692'CORNER, 1 FOOT NORTH OF A POWER POLE, 1 FOOT SOUTH OF A METAL
 CP2692'WITNESS POST AND PROJECTS 7 INCHES.  IT IS A REFERENCE MARK DISK,
 CP2692'STAMPED BOG NO 2 1959.
 CP2692'
 CP2692'THE AZIMUTH MARK IS D6 (USGS) 0.25 MILE SOUTHEAST OF THE STATION.  IT
 CP2692'IS 121 FEET EAST-SOUTHEAST OF UTILITY POLE NO. 30, 67 FEET SOUTH OF
 CP2692'THE CENTER OF WEST COUNTY LINE ROAD, 67 FEET WEST OF POWER POLE
 CP2692'NO. 12, 50.5 FEET EAST OF THE CENTER OF CARSLEY ROAD, 26 FEET EAST
 CP2692'OF A FENCE CORNER, 6.5 FEET SOUTH OF A FENCE, 1 FOOT
 CP2692'SOUTH-SOUTHWEST OF A METAL WITNESS POWE AND PROJECTS 6 INCHES.  IT
 CP2692'IS A USGS BENCH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 CP2692'POST STAMPED 259 D 6 1933.
 CP2692'
 CP2692'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLORA GO WEST ON
 CP2692'MAIN STREET FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49.
 CP2692'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 49 FOR 1.25 MILE TO THE
 CP2692'U.S. HIGHWAY 49 BYPASS.  CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR
 CP2692'3.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON WEST
 CP2692'COUNTY LINE ROAD FOR 2.8 MILES TO A CROSSROAD.  CONTINUE WEST ON
 CP2692'COUNTY LINE ROAD FOR 2.15 MILES TO A SIDE ROAD AND THE AZIMUTH MARK
 CP2692'ON THE LEFT.  CONTINUE WEST ON COUNTY LINE ROAD FOR 0.25 MILE
 CP2692'TO A FIELD ROAD AND THE STATION ON THE LEFT.
 CP2692'
 CP2692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.6 MILES
 CP2692'SOUTHWEST OF FLORA.
 CP2692
 CP2692                          STATION RECOVERY (1987)
 CP2692
 CP2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CP2692'THE STATION WAS RECOVERED AT THIS DATE.
 CP2692'ALL MARKS RECOVERED IN GOOD CONDITION.
 CP2692'AS DESCRIBED IN 1977.
 CP2692'
 CP2692'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 CP2692'SOUTHWEST OF FLORA,
 CP2692'16.7 KM (10.4 MI) NORTHWEST OF CLINTON,
 CP2692'8.5 KM (5.3 MI) WEST OF POCAHONTAS,
 CP2692'0.6 KM (0.4 MI) SOUTH OF THE MADISON COUNTY LINE, AND IN THE
 CP2692'NORTHWEST 1/4 OF SECTION 2, T7N, R2W.
 CP2692'OWNERSHIP--CHARLES IRBY, NO ADDRESS AVAILABLE, PHONE (601) 969-1822.
 CP2692'
 CP2692'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 220 AND U.S.
 CP2692'HIGHWAY 49, IN THE NORTHWEST EDGE OF JACKSON, GO
 CP2692'NORTHWEST FOR 9.8 KM (15.8 MI) ON HIGHWAY 49 TO A PAVED SIDE ROAD
 CP2692'ON THE LEFT.
 CP2692'TURN LEFT AND GO WEST FOR 8.2 KM (5.1 MI) ON WEST COUNTY LINE ROAD
 CP2692'TO A PAVED ROAD LEFT.
 CP2692'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON WEST
 CP2692'COUNTY LINE ROAD TO A FIELD ROAD ON THE LEFT, JUST BEFORE TOPPING
 CP2692'HILL.  TURN LEFT ONTO FIELD ROAD FOR ABOUT 100 FEET TO THE STATION
 CP2692'MARK ON THE RIGHT, ABOUT 45 FEET FROM FIELD ROAD.
 CP2692'
 CP2692'THE STATION IS A STANDARD NGS DISK
 CP2692'STAMPED---BOG 1959---,
 CP2692'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CP2692'30 CM ON SIDE RECESSED 2 CM BELOW GROUND.  LOCATED
 CP2692'0.30 METERS (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST AND
 CP2692'0.30 METERS (1.0 FT) WEST FROM A METAL WITNESS POST.
 CP2692'
 CP2692'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 CP2692
 CP2692                          STATION RECOVERY (1988)
 CP2692
 CP2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 CP2692'THE STATION WAS RECOVERED AT THIS DATE.
 CP2692'AS DESCRIBED IN 1987 GPS-096 JACKSON CO AND CHOCTAW, MS PROJECT.
 CP2692'
 CP2692'TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1764 ***********************************************************************
 BV1764  DESIGNATION -  BOGAN NATURAL GAS CO TANK
 BV1764  PID         -  BV1764
 BV1764  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1764  USGS QUAD   -  SHIVERS (1971)
 BV1764
 BV1764                         *CURRENT SURVEY CONTROL
 BV1764  ___________________________________________________________________
 BV1764* NAD 83(1993)-  31 45 32.17031(N)    089 52 40.74198(W)     ADJUSTED  
 BV1764* NAVD 88     -              **(meters)            **(feet)            
 BV1764  ___________________________________________________________________
 BV1764  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BV1764  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BV1764  HORZ ORDER  -  THIRD
 BV1764
 BV1764.The horizontal coordinates were established by classical geodetic methods
 BV1764.and adjusted by the National Geodetic Survey in May 1994.
 BV1764
 BV1764
 BV1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1764
 BV1764.The geoid height was determined by GEOID03.
 BV1764
 BV1764;                    North         East     Units Scale Factor Converg.
 BV1764;SPC MS W     -   250,510.573   743,137.641   MT  0.99997294   +0 14 22.8
 BV1764;SPC MS W     -   821,883.44  2,438,110.74   sFT  0.99997294   +0 14 22.8
 BV1764;UTM  16      - 3,517,321.560   227,398.718   MT  1.00051660   -1 30 56.7
 BV1764
 BV1764                          SUPERSEDED SURVEY CONTROL
 BV1764
 BV1764  NAD 83(1986)-  31 45 32.18437(N)    089 52 40.73905(W) AD(       ) 4
 BV1764  NAD 27      -  31 45 31.59687(N)    089 52 40.45701(W) AD(       ) 3
 BV1764
 BV1764.Superseded values are not recommended for survey control.
 BV1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1764.See file dsdata.txt to determine how the superseded data were derived.
 BV1764
 BV1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2739917322(NAD 83)
 BV1764_MARKER: 53 = ELEVATED TANK
 BV1764
 BV1764  HISTORY     - Date     Condition        Report By
 BV1764  HISTORY     - 1965     FIRST OBSERVED   CGS
 BV1764  HISTORY     - 1972     GOOD             MSHD
 BV1764
 BV1764                          STATION DESCRIPTION
 BV1764
 BV1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1764'A LARGE STEEL TANK, SILVER IN COLOR, SUPPORTED BY 4-STEEL
 BV1764'TUBULAR LEGS.  TANK IS 125 FEET IN HEIGHT.
 BV1764'
 BV1764'TANK IS LOCATED ABOUT 4 MILES SOUTH OF THE SMALL COMMUNITY OF
 BV1764'BOGAN, 10 MILES NORTH OF PRENTISS, 0.15 MILE WEST OF STATE
 BV1764'HIGHWAY 13 AND ON THE GAS COMPANY PROPERTY.
 BV1764'
 BV1764'POINT INTERSECTED, WAS THE TOP-CENTER OF THE TANK.
 BV1764
 BV1764                          STATION RECOVERY (1972)
 BV1764
 BV1764'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1764'THE STATION WAS VISITED 8-18-72 AND WAS FOUND IN GOOD CONDITION.
 BV1764'
 BV1764'THE STATION IS LOCATED 10.5 MILES NORTH OF PRENTISS ON THE
 BV1764'GROUNDS OF THE SOUTHERN NATURAL COMPANY PLANT, 4 MILES SOUTH OF
 BV1764'THE SMALL COMMUNITY OF BOGAN IN THE SOUTHEAST 1/4 OF SECTION 11,
 BV1764'T 9N, R 19W.  IT IS A LARGE STEEL SILVER TANK SUPPORTED BY 4
 BV1764'TUBULAR LEGS, 125 FEET HIGH WITH THE LETTERS SOUTHERN NATURAL
 BV1764'GAS COMPANY ON THE EAST SIDE.  THE TOP CENTER WAS THE POINT
 BV1764'INTERSECTED.  (NOTE-IT IS THE SOUTH ONE AND THE LARGER OF THE
 BV1764'TWO TANKS.
 BV1764'
 BV1764'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS GO
 BV1764'NORTHEAST ON STATE HIGHWAY 13 AND U.S. HIGHWAY 84 FOR 0.85
 BV1764'MILES TO A FORK AND THE JUNCTION OF U.S. HIGHWAY 84.  TAKE THE
 BV1764'LEFT FORK AND GO NORTH ON STATE HIGHWAY 13 FOR 10.5 MILES TO A
 BV1764'CROSSROAD.  TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.15
 BV1764'MILES TO THE TANK ON THE LEFT.
 BV1764'
 BV1764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1764'10.5 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1765 ***********************************************************************
 BV1765  DESIGNATION -  BOGAN NATURAL GAS CO RAD MAST
 BV1765  PID         -  BV1765
 BV1765  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1765  USGS QUAD   -  SHIVERS (1971)
 BV1765
 BV1765                         *CURRENT SURVEY CONTROL
 BV1765  ___________________________________________________________________
 BV1765* NAD 83(1993)-  31 45 26.26333(N)    089 52 46.06316(W)     ADJUSTED  
 BV1765* NAVD 88     -              **(meters)            **(feet)            
 BV1765  ___________________________________________________________________
 BV1765  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BV1765  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BV1765  HORZ ORDER  -  THIRD
 BV1765
 BV1765.The horizontal coordinates were established by classical geodetic methods
 BV1765.and adjusted by the National Geodetic Survey in May 1994.
 BV1765
 BV1765
 BV1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1765
 BV1765.The geoid height was determined by GEOID03.
 BV1765
 BV1765;                    North         East     Units Scale Factor Converg.
 BV1765;SPC MS W     -   250,328.056   742,998.370   MT  0.99997279   +0 14 20.0
 BV1765;SPC MS W     -   821,284.63  2,437,653.82   sFT  0.99997279   +0 14 20.0
 BV1765;UTM  16      - 3,517,143.298   227,253.842   MT  1.00051758   -1 30 59.3
 BV1765
 BV1765                          SUPERSEDED SURVEY CONTROL
 BV1765
 BV1765  NAD 83(1986)-  31 45 26.27740(N)    089 52 46.06024(W) AD(       ) 4
 BV1765  NAD 27      -  31 45 25.68970(N)    089 52 45.77805(W) AD(       ) 3
 BV1765
 BV1765.Superseded values are not recommended for survey control.
 BV1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1765.See file dsdata.txt to determine how the superseded data were derived.
 BV1765
 BV1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2725417143(NAD 83)
 BV1765_MARKER: 42 = RADIO/TV MAST
 BV1765
 BV1765  HISTORY     - Date     Condition        Report By
 BV1765  HISTORY     - 1965     FIRST OBSERVED   CGS
 BV1765  HISTORY     - 1972     GOOD             MSHD
 BV1765
 BV1765                          STATION DESCRIPTION
 BV1765
 BV1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1765'A TALL STEEL, TRIANGULAR SHAPED, PEDESTAL TYPE MAST, CONSTRUCTED
 BV1765'IN SECTIONS WHICH ARE PAINTED RED-WHITE, ALTERNATELY.  MAST IS
 BV1765'ABOUT 400 FEET IN HEIGHT AND HAS A RED LIGHT MOUNTED AT THE TOP.
 BV1765'
 BV1765'MAST IS LOCATED ABOUT 4 MILES SOUTH OF THE SMALL COMMUNITY OF
 BV1765'BOGAN, 10 MILES NORTH OF PRENTISS, 0.2 MILE WEST OF STATE HIGHWAY
 BV1765'13 AND IS ON THE GAS COMPANY PROPERTY.
 BV1765'
 BV1765'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
 BV1765
 BV1765                          STATION RECOVERY (1972)
 BV1765
 BV1765'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1765'THE STATION WAS VISITED 8-18-72 AND WAS FOUND IN GOOD CONDITION.
 BV1765'
 BV1765'THE STATION IS LOCATED 10.5 MILES NORTH OF PRENTISS, 4 MILES
 BV1765'SOUTH OF THE SMALL COMMUNITY OF BOGAN IN AN OPEN AREA BETWEEN
 BV1765'THE SOUTHERN NATURAL GAS CO. PLANT AND A HOUSING PROJECT FOR
 BV1765'EMPLOYEES IN THE SOUTHEAST 1/4 OF SECTION 11, T 9N, R 19W.  IT
 BV1765'IS A TRIANGULAR SHAPED CROSS SECTION STEEL STRUCTURE PAINTED IN
 BV1765'ALTERNATE SECTIONS OF RED AND WHITE AND IS ABOUT 400 FEET
 BV1765'HIGH.  A RED LIGHT IS MOUNTED ON THE TOP OF THE SOUTH CORNER
 BV1765'OF THE MAST AND THIS WAS THE POINTED INTERSECTION.
 BV1765'
 BV1765'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS
 BV1765'GO NORTHEAST ON STATE HIGHWAY 13 AND U.S. HIGHWAY 84.  TAKE THE
 BV1765'LEFT FORK AND GO NORTH AND GO NORTH ON STATE HIGHWAY 13 FOR
 BV1765'10.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A BLACK
 BV1765'TOP ROAD FOR 0.1 MILES TO THE MAST ON THE LEFT.
 BV1765'
 BV1765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1765'10.5 MILES NORTH OF PRENTISS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2469 ***********************************************************************
 BW2469  DESIGNATION -  BOGER
 BW2469  PID         -  BW2469
 BW2469  STATE/COUNTY-  MS/ADAMS
 BW2469  USGS QUAD   -  KINGSTON (1988)
 BW2469
 BW2469                         *CURRENT SURVEY CONTROL
 BW2469  ___________________________________________________________________
 BW2469* NAD 83(1993)-  31 28 05.61842(N)    091 16 56.20129(W)     ADJUSTED  
 BW2469* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BW2469  ___________________________________________________________________
 BW2469  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BW2469  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BW2469  HORZ ORDER  -  FIRST
 BW2469
 BW2469.The horizontal coordinates were established by classical geodetic methods
 BW2469.and adjusted by the National Geodetic Survey in May 1994.
 BW2469
 BW2469.The orthometric height was scaled from a topographic map.
 BW2469
 BW2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2469
 BW2469.The geoid height was determined by GEOID03.
 BW2469
 BW2469;                    North         East     Units Scale Factor Converg.
 BW2469;SPC MS W     -   218,578.006   609,820.187   MT  1.00005027   -0 29 43.5
 BW2469;SPC MS W     -   717,118.01  2,000,718.40   sFT  1.00005027   -0 29 43.5
 BW2469;UTM  15      - 3,482,772.383   663,188.635   MT  0.99992847   +0 53 48.8
 BW2469
 BW2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2469!SPC MS W     -   0.99998452  x   1.00005027  =   1.00003479
 BW2469!UTM  15      -   0.99998452  x   0.99992847  =   0.99991299
 BW2469
 BW2469:                Primary Azimuth Mark                     Grid Az
 BW2469:SPC MS W     -  RATCLIFF RESET                           015 46 51.2
 BW2469:UTM  15      -  RATCLIFF RESET                           014 23 18.9
 BW2469
 BW2469|---------------------------------------------------------------------|
 BW2469| PID    Reference Object                     Distance      Geod. Az  |
 BW2469|                                                           dddmmss.s |
 BW2469| BW0900 RATCLIFF RESET                      APPROX.10.2 KM 0151707.7 |
 BW2469| CY3853 BOGER RM 3                           26.475 METERS 01721     |
 BW2469| CY3851 BOGER RM 1                          116.184 METERS 02240     |
 BW2469| BW2440 LEESDALE LOOKOUT TOWER              APPROX.10.9 KM 0852108.8 |
 BW2469| CY3852 BOGER RM 2                           23.326 METERS 10937     |
 BW2469| CY3850 BOGER AZ MK                                        1960828.2 |
 BW2469| CY3854 BOGER RM 4                           25.798 METERS 25748     |
 BW2469|---------------------------------------------------------------------|
 BW2469
 BW2469                          SUPERSEDED SURVEY CONTROL
 BW2469
 BW2469  NAD 83(1986)-  31 28 05.63333(N)    091 16 56.19672(W) AD(       ) 1
 BW2469  NAD 27      -  31 28 05.03000(N)    091 16 55.80000(W) AD(       ) 1
 BW2469
 BW2469.Superseded values are not recommended for survey control.
 BW2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2469.See file dsdata.txt to determine how the superseded data were derived.
 BW2469
 BW2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6318982772(NAD 83)
 BW2469_MARKER: DS = TRIANGULATION STATION DISK
 BW2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2469
 BW2469  HISTORY     - Date     Condition        Report By
 BW2469  HISTORY     - 1929     MONUMENTED       CGS
 BW2469  HISTORY     - 1935     GOOD             CGS
 BW2469  HISTORY     - 1936     GOOD             USGS
 BW2469  HISTORY     - 1949     GOOD             CGS
 BW2469  HISTORY     - 1956     GOOD             CGS
 BW2469  HISTORY     - 1970     GOOD             NGS
 BW2469
 BW2469                          STATION DESCRIPTION
 BW2469
 BW2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2469'STATION IS ABOUT 9 MILES SE OF NATCHEZ, ON LAND OWNED BY
 BW2469'DR. CHARLES BOGER OF NATCHEZ.
 BW2469'
 BW2469'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2469'DISKS SET IN CONCRETE.
 BW2469'
 BW2469'REFERENCE MARK NO. 1 IS 1 FOOT E OF WIRE FENCE ON HIGH BANK
 BW2469'AT E SIDE OF ROAD, AND 116.43 METERS (382.0 FEET) FROM STATION
 BW2469'N 22 DEG 40 MIN E.
 BW2469'
 BW2469'REFERENCE MARK NO. 2 IS IN WOODS ON W SIDE OF ROAD LEADING
 BW2469'FROM MAIN ROAD TO GRAVEYARD, AND 23.34 METERS (76.6 FEET)
 BW2469'FROM STATION S 70 DEG 26 MIN E.
 BW2469'
 BW2469'TO REACH THE STATION FROM NATCHEZ POST OFFICE, GO E 1.3
 BW2469'MILES ON U.S. HIGHWAY 61 TO END OF CONCRETE, TURN RIGHT
 BW2469'ONTO LIBERTY ROAD (GRAVEL) AND FOLLOW 6.8 MILES TO FORK
 BW2469'AND SIGN KINGSTON 9 MILES, TURN RIGHT AND GO 1.5 MILES TO
 BW2469'IRON BRIDGE OVER SECOND CREEK, TAKE RIGHT FORK AT E END
 BW2469'OF BRIDGE AND GO 1.3 MILES TO ANOTHER FORK, TURN RIGHT AND
 BW2469'GO 0.8 MILE TO CREST OF RIDGE AND GRAVEYARD.  STATION
 BW2469'IS S OF ROAD UP A 10-FOOT EMBANKMENT, AND E OF GRAVEYARD.
 BW2469
 BW2469                          STATION RECOVERY (1935)
 BW2469
 BW2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BW2469'STATION AND 2 REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BW2469'
 BW2469'STATION IS ABOUT 9 MILES SE OF NATCHEZ.  TO REACH THE STATION
 BW2469'FROM NATCHEZ GO E ON U.S. HIGHWAY 61 FOR 1.3 MILES TO FORK.
 BW2469'GO SE ON LIBERTY ROAD FOR 6.7 MILES TO FORK.  CONTINUE S
 BW2469'ON LIBERTY ROAD FOR 3.0 MILES TO A ROAD RUNNING E.  CONTINUE
 BW2469'S FOR 0.5 MILE TO STATION SITE, WHICH IS ON HIGHEST RISE
 BW2469'AFTER LAST FORK.  STATION IS 100 FEET S OF S PROPERTY LINE
 BW2469'OF POPULAR GROVE GRAVEYARD, 40 FEET W OF CENTER LINE OF
 BW2469'ROAD AND 20 FEET W OF FENCE LINE ON W SIDE OF ROAD.  THERE
 BW2469'IS A TRIANGULAR BLAZE ON A 15-INCH PINE TREE MAGNETIC N
 BW2469'20 DEG E DISTANT 21 FEET.
 BW2469
 BW2469                          STATION RECOVERY (1936)
 BW2469
 BW2469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 BW2469'STATION RECOVERED AS DESCRIBED.  AZIMUTH BOGER TO R.M. NO. 1
 BW2469'DISTANT 116.43 METERS IS 202 DEG 40 MIN.
 BW2469'
 BW2469'202 DEG 44 MIN 18 SEC (U.S.G.S. OBSERVATION ON POLARIS).
 BW2469
 BW2469                          STATION RECOVERY (1949)
 BW2469
 BW2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2469'THE STATION WAS RECOVERED AS DESCRIBED BY H.W.H. IN 1929
 BW2469'AND THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND
 BW2469'IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET BY THIS PARTY.
 BW2469'A COMPLETE DESCRIPTION FOLLOWS--
 BW2469'
 BW2469'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF NATCHEZ,
 BW2469'4 MILES NORTH OF THE SMALL COMMUNITY OF KINGSTON, AND ON
 BW2469'PROPERTY OWNED BY DR. CHARLES BOGER OF NATCHEZ.  THE MARK
 BW2469'IS 94 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 84 FEET SOUTH
 BW2469'OF A FENCE, 50 FEET WEST OF THE APPROXIMATE CENTER LINE OF
 BW2469'A GRAVELED ROAD, AND 37 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 BW2469'16-INCH PINE TREE.
 BW2469'
 BW2469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BW2469'61, 65 AND 84 IN NATCHEZ, GO SOUTH ON HIGHWAYS 61 AND 65
 BW2469'FOR 5.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST
 BW2469'ON A PAVED ROAD FOR 3.9 MILES TO THE END OF THE PAVEMENT,
 BW2469'CONTINUE SOUTHEASTERLY ON A GRAVELED ROAD FOR 4.1 MILES
 BW2469'TO A T-ROAD, TURN LEFT, NORTH, PASSING ON THE WEST SIDE
 BW2469'OF THE KINGSTON SCHOOL BUILDING, AND GO 4.2 MILES TO A DIRT
 BW2469'ROAD TO THE LEFT*, CONTINUE NORTHERLY FOR 0.35 MILE TO A
 BW2469'DIM TRACK ROAD TO THE LEFT, TURN SHARP LEFT AND GO SOUTH
 BW2469'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 BW2469'
 BW2469'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST FOR
 BW2469'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BW2469'
 BW2469'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BW2469'BOGER 1929.
 BW2469'
 BW2469'REFERENCE MARK NO. 1 IS 68 FEET WEST OF THE APPROXIMATE
 BW2469'CENTER LINE OF THE GRAVELED ROAD AND 20 FEET WEST OF THE
 BW2469'APPROXIMATE CENTER OF THE TRACK ROAD.  THE MARK IS FLUSH
 BW2469'WITH THE GROUND, AND THE DISK IS STAMPED BOGER NO 1 1929.
 BW2469'
 BW2469'REFERENCE MARK NO. 2 IS 22 FEET EAST OF THE APPROXIMATE
 BW2469'CENTER LINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 1 INCH,
 BW2469'AND THE DISK IS STAMPED BOGER NO 2 1929.
 BW2469'
 BW2469'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION, 112 FEET
 BW2469'WEST OF A FENCE CORNER, 10 FEET SOUTH OF THE APPROXIMATE
 BW2469'CENTER LINE OF A DIRT ROAD, AND 3 FEET EAST OF A WITNESS
 BW2469'POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BW2469'BOGER 1949.
 BW2469'
 BW2469'A 103 FOOT TOWER AT BOGER WILL SEE 103 FEET AT TRIANGULATION
 BW2469'STATION KINGSTON.
 BW2469'
 BW2469'A 103 FOOT TOWER AT BOGER WILL SEE 90 FEET AT TRIANGULATION
 BW2469'STATIONS FOSTER AND LEVEES.
 BW2469'
 BW2469'A 103 FOOT TOWER AT BOGER WILL SEE 77 FEET AT TRIANGULATION
 BW2469'STATIONS LEESDALE AND RATCLIFF.
 BW2469'
 BW2469'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2469
 BW2469                          STATION RECOVERY (1956)
 BW2469
 BW2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2469'THE STATION WAS VISITED 6-12-56 AND THE STATION MARK AND
 BW2469'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2469'MARK WAS NOT FOUND AT THIS DATE, THE MARK WAS SET 10 FEET
 BW2469'SOUTH OF THE CENTER OF A DIRT ROAD, THE ROAD AT THIS POINT
 BW2469'IS NOW 30 FEET WIDE.  THE MARK WAS EVIDENTLY DESTROYED WHEN
 BW2469'THE ROAD WAS IMPROVED.  A NEW DESCRIPTION FOLLOWS--
 BW2469'
 BW2469'THE STATION IS LOCATED 9 MILES SOUTHEAST OF NATCHEZ AND
 BW2469'ABOUT 4 MILES NORTH OF THE SMALL COMMUNITY OF KINGSTON,
 BW2469'ON THE PROPERTY OF DR. CHARLES BOGER OF NATCHEZ, 50 FEET
 BW2469'WEST OF THE CENTER OF THE GRAVELED ROAD, 89 FEET SOUTH OF
 BW2469'A FENCE LINE WHICH IS ON THE SOUTH SIDE OF AN OLD CEMETERY,
 BW2469'36.5 FEET SOUTHWEST OF A 2-FOOT PINE TREE, AND 94 FEET SOUTHWEST
 BW2469'OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED BOGER
 BW2469'1929, PROJECTING 4 INCHES.
 BW2469'
 BW2469'REFERENCE MARK NO. 1 IS 381.98 FEET NORTH OF THE STATION
 BW2469'AT THE EAST EDGE OF A CULTIVATED FIELD, 68 FEET WEST OF
 BW2469'THE CENTER OF THE GRAVELED ROAD, 29 FEET WEST OF THE EAST
 BW2469'EDGE OF THE FIELD, 10 FEET WEST OF A SMALL PECAN TREE AND
 BW2469'170 FEET NORTH OF THE FENCE WHICH IS AT THE NORTH EDGE OF
 BW2469'THE CEMETERY.  IT IS A STANDARD DISK, STAMPED BOGER NO 1
 BW2469'1929, PROJECTING 6 INCHES.
 BW2469'
 BW2469'REFERENCE MARK NO. 2 IS 76.53 FEET EAST OF THE STATION,
 BW2469'22 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.  IT IS
 BW2469'A STANDARD DISK, STAMPED BOGER NO 2 1929, FLUSH WITH THE
 BW2469'GROUND.
 BW2469'
 BW2469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BW2469'61, 65, AND 84 IN THE SOUTHEAST EDGE OF NATCHEZ, GO SOUTH
 BW2469'ON U.S. HIGHWAY 61 FOR 3.9 MILES TO A SIDE ROAD LEFT, TURN
 BW2469'LEFT AND GO SOUTH ON PAVED ROAD FOR 8.2 MILES TO THE SMALL
 BW2469'SETTLEMENT OF KINGSTON AND THE KINGSTON SCHOOL ON THE LEFT,
 BW2469'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 4.35 MILES TO
 BW2469'A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 BW2469'TO THE STATION ON THE LEFT ON THE TOP OF A 10 FOOT CUT BANK
 BW2469'AND IN THE NORTHEAST CORNER OF AN OLD CULTIVATED FIELD WHICH
 BW2469'IS NOW PASTURE LAND.
 BW2469
 BW2469                          STATION RECOVERY (1970)
 BW2469
 BW2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2469'THE STATION WAS VISITED 7-14-70 AND THE STATION MARK AND
 BW2469'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2469'MARK NO. 2 AND THE AZIMUTH MARK WERE NOT FOUND AT THIS DATE.
 BW2469'REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS
 BW2469'DATE.  THE DISTANCE MEASURED TO REFERENCE MARK NO 1 AT THIS
 BW2469'DATE IS A HORIZONTAL DISTANCE AND FAILED TO CHECK WITH 1949
 BW2469'MEASUREMENT BY .79 FOOT.  A NEW DESCRIPTION FOLLOWS--
 BW2469'
 BW2469'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF NATCHEZ
 BW2469'AND ABOUT 4 MILES NORTH OF THE SMALL COMMUNITY OF KINGSTON
 BW2469'AND ABOUT 0.1 MILE SOUTH OF THE ADAMS COUNTY WATER ASSOCIATION
 BW2469'TANKS AND ON PROPERTY OWNED BY MRS. BUFORD RATCLIFF.  IT
 BW2469'IS 55 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 32 FEET
 BW2469'WEST OF THE EDGE OF A 10 FOOT BANK, 24 FEET NORTH-NORTHEAST
 BW2469'OF A POLE WITH A GUY WIRE, 90 FEET SOUTH OF A FENCE AT THE
 BW2469'NORTH EDGE OF AN OLD CEMETERY, 1 FOOT WEST OF A METAL WITNESS
 BW2469'POST AND 1 FOOT WEST OF THE CENTER OF A POWER LINE.  IT
 BW2469'IS A TRIANGULATION STATION DISK, STAMPED BOGER 1929,
 BW2469'PROJECTING 4 INCHES.
 BW2469'
 BW2469'REFERENCE MARK NO. 1 IS 381.19 FEET NNE OF THE STATION,
 BW2469'61 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 38 FEET
 BW2469'WEST OF THE FENCE LINE, 50 FEET NORTHWEST OF A POWER POLE,
 BW2469'10 FEET WEST OF A 10-INCH PECAN TREE, AND 1.5 FEET SOUTH
 BW2469'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2469'BOGER NO 1 1929, PROJECTING 2 INCHES.
 BW2469'
 BW2469'REFERENCE MARK NO. 3 IS 86.85 FEET NORTH OF THE STATION,
 BW2469'53 FEET WEST OF THE CENTER OF THE ROAD, 26 FEET WEST OF
 BW2469'THE BANK AND THE FENCE CORNER, 3 FEET SOUTH OF THE FENCE
 BW2469'LINE BETWEEN THE TWO CEMETERIES, 2 FEET SOUTHEAST OF A 10-INCH
 BW2469'SWEET GUM TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW2469'IT IS A REFERENCE MARK DISK, STAMPED BOGER NO 3 1929 1970,
 BW2469'PROJECTING 4 INCHES.
 BW2469'
 BW2469'REFERENCE MARK NO. 4 IS 84.64 FEET WEST-SOUTHWEST OF THE
 BW2469'STATION.  IT IS 130 FEET WEST OF THE CENTER OF THE ROAD,
 BW2469'68 FEET WEST OF A POWER POLE AND 1 FOOT WEST OF A METAL
 BW2469'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED BOGER
 BW2469'1929 NO 4 1970, PROJECTING 2 INCHES.
 BW2469'
 BW2469'TO REACH THE STATION FROM THE POST OFFICE IN NATCHEZ, GO
 BW2469'SOUTHWEST ON CANAL STREET FOR 1/2 BLOCK TO FRANKLIN AVE.
 BW2469'TURN LEFT (SE) AND GO 0.9 MILE TO A THREE WAY FORK, TAKE
 BW2469'THE CENTER ROAD FOR 0.85 MILE TO THE OVERPASS ON BY PASS
 BW2469'U.S. 98-84 AND 61, CONTINUE FOR 5.6 MILES TO A SIDE ROAD
 BW2469'RIGHT, TURN RIGHT AND GO SOUTH FOR 1.55 MILES TO A SIDE
 BW2469'ROAD LEFT, JUST AFTER CROSSING A BRIDGE AND CONTINUE SOUTHEAST
 BW2469'FOR 1.4 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE SOUTH
 BW2469'FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 BW2469'
 BW2469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 BW2469'SE OF NATCHEZ
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1758 ***********************************************************************
 BV1758  DESIGNATION -  BOGGAN
 BV1758  PID         -  BV1758
 BV1758  STATE/COUNTY-  MS/SIMPSON
 BV1758  USGS QUAD   -  SHIVERS (1971)
 BV1758
 BV1758                         *CURRENT SURVEY CONTROL
 BV1758  ___________________________________________________________________
 BV1758* NAD 83(1993)-  31 47 41.69633(N)    089 52 44.46951(W)     ADJUSTED  
 BV1758* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 BV1758  ___________________________________________________________________
 BV1758  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BV1758  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BV1758  HORZ ORDER  -  FIRST
 BV1758
 BV1758.The horizontal coordinates were established by classical geodetic methods
 BV1758.and adjusted by the National Geodetic Survey in May 1994.
 BV1758
 BV1758.The orthometric height was scaled from a topographic map.
 BV1758
 BV1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1758
 BV1758.The geoid height was determined by GEOID03.
 BV1758
 BV1758;                    North         East     Units Scale Factor Converg.
 BV1758;SPC MS W     -   254,499.526   743,022.891   MT  0.99997282   +0 14 21.7
 BV1758;SPC MS W     -   834,970.53  2,437,734.27   sFT  0.99997282   +0 14 21.7
 BV1758;SPC MS E     -   254,885.805   200,973.030   MT  1.00007090   -0 33 03.6
 BV1758;SPC MS E     -   836,237.85    659,359.02   sFT  1.00007090   -0 33 03.6
 BV1758;UTM  16      - 3,521,314.326   227,406.281   MT  1.00051655   -1 31 04.2
 BV1758
 BV1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1758!SPC MS W     -   0.99997816  x   0.99997282  =   0.99995098
 BV1758!SPC MS E     -   0.99997816  x   1.00007090  =   1.00004906
 BV1758!UTM  16      -   0.99997816  x   1.00051655  =   1.00049470
 BV1758
 BV1758|---------------------------------------------------------------------|
 BV1758| PID    Reference Object                     Distance      Geod. Az  |
 BV1758|                                                           dddmmss.s |
 BV1758| BV1760 BOGGAN 2                             91.852 METERS 08741     |
 BV1758| CF9882 BOGGAN RM 1                          43.830 METERS 10408     |
 BV1758| CF9881 BOGGAN AZ MK                                       1713659.1 |
 BV1758| BV1759 BOGGAN 2 1947 AZ MK                 342.445 METERS 17440     |
 BV1758| CF9883 BOGGAN RM 2                          34.524 METERS 32507     |
 BV1758|---------------------------------------------------------------------|
 BV1758
 BV1758                          SUPERSEDED SURVEY CONTROL
 BV1758
 BV1758  NAD 83(1986)-  31 47 41.71041(N)    089 52 44.46665(W) AD(       ) 1
 BV1758  NAD 27      -  31 47 41.12600(N)    089 52 44.18800(W) AD(       ) 1
 BV1758
 BV1758.Superseded values are not recommended for survey control.
 BV1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1758.See file dsdata.txt to determine how the superseded data were derived.
 BV1758
 BV1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2740621314(NAD 83)
 BV1758_MARKER: DS = TRIANGULATION STATION DISK
 BV1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1758+STABILITY: SURFACE MOTION
 BV1758
 BV1758  HISTORY     - Date     Condition        Report By
 BV1758  HISTORY     - 1945     MONUMENTED       CGS
 BV1758  HISTORY     - 1947     SEE DESCRIPTION  CGS
 BV1758  HISTORY     - 1950     GOOD             CGS
 BV1758  HISTORY     - 1955     GOOD             CGS
 BV1758  HISTORY     - 1967     GOOD             MSHD
 BV1758
 BV1758                          STATION DESCRIPTION
 BV1758
 BV1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BV1758'STATION IS LOCATED ABOUT 11-1/2 MILES S OF MENDENHALL AND 7 MILES
 BV1758'SE OF PINOLA. THE MARK IS SITUATED IN THE SW ANGLE OF THE
 BV1758'INTERSECTION OF A SIDE ROAD AND STATE HIGHWAY 13. IT IS 72 FEET SW
 BV1758'OF THE CENTER OF THE INTERSECTION AND 14.4 FEET S OF A STANDARD
 BV1758'REFERENCE POST.
 BV1758'
 BV1758'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST,
 BV1758'STAMPED BOGGAN 1945, AND PROJECTS ABOUT 1 INCH. UNDERGROUND MARK
 BV1758'IS A BRONZE STATION DISK SET IN CONCRETE.
 BV1758'
 BV1758'REFERENCE MARK 1 IS 143.90 FEET ESE OF THE STATION, 64.5 FEET E OF
 BV1758'THE CENTER LINE OF STATE HIGHWAY 13, AND 22 FEET S OF THE CENTER
 BV1758'LINE OF THE SIDE ROAD. IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 BV1758'A CONCRETE POST, STAMPED BOGGAN NO 1 1945, AND PROJECTS ABOUT 3
 BV1758'INCHES.
 BV1758'
 BV1758'REFERENCE MARK 2 IS 113.33 FEET NW OF THE STATION, 20 FEET N OF THE
 BV1758'CENTER LINE OF THE SIDE ROAD, AND 1 FOOT S OF A BOARD FENCE. IT IS
 BV1758'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 BV1758'BOGGAN NO 2 1945, AND PROJECTS ABOUT 3 INCHES.
 BV1758'
 BV1758'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S BY E OF THE STATION, 49
 BV1758'FEET E OF THE CENTER LINE OF STATE HIGHWAY 13, 8 FEET W OF A FENCE,
 BV1758'AND 2.7 FEET N OF A STANDARD REFERENCE POST. IT IS A BRONZE AZIMUTH
 BV1758'MARK SET IN TOP OF A CONCRETE POST, STAMPED BOGGAN 1945, AND
 BV1758'PROJECTS ABOUT 2 INCHES.
 BV1758'
 BV1758'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 49 IN
 BV1758'THE S EDGE OF MENDENHALL, GO W ON U.S. HIGHWAY 49 FOR 1 MILE, TURN
 BV1758'LEFT ON STATE HIGHWAYS 13 AND 20 AND GO 0.55 MILE TO JUNCTION OF
 BV1758'HIGHWAYS 13 AND 20. CONTINUE ON HIGHWAY 13 FOR 11.85 MILES TO
 BV1758'CROSS ROADS AND THE STATION ON THE RIGHT. TO REACH THE AZIMUTH
 BV1758'MARK, CONTINUE S ON STATE HIGHWAY 13 FOR 0.3 MILE TO THE MARK
 BV1758'ON THE LEFT.
 BV1758'
 BV1758'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1758
 BV1758                          STATION RECOVERY (1947)
 BV1758
 BV1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1758'ALL OBSERVATIONS MADE FROM INSTRUMENT TRIPOD.
 BV1758'
 BV1758'THE STATION WAS RECOVERED AS DESCRIBED IN 1945 BY J. C. P. AND ALL
 BV1758'MARKS WERE FOUND IN GOOD CONDITION. HOWEVER THE OWNER OF THE LAND
 BV1758'UPON WHICH THE STATION WAS LOCATED SAID THAT HE HAD GIVEN
 BV1758'PERMISSION FOR THE ERECTION OF A TOWER BUT HE HAD NOT BEEN TOLD
 BV1758'THAT A PERMANENT MARK WAS TO BE LEFT THERE. HE SAID THAT HE
 BV1758'CONTEMPLATED ERECTING A HOUSE UPON THE STATION SITE WITHIN THE
 BV1758'NEXT TWO YEARS AND HE WANTED THE STATION MARK REMOVED.
 BV1758'
 BV1758'ANOTHER STATION MARK WAS THEREFORE ESTABLISHED. IT IS LOCATED ACROSS
 BV1758'THE ROAD ON THE PROPERTY LINE BETWEEN A FIELD AND A COLORED CHURCH
 BV1758'PROPERTY. THE OLD AND NEW STATION MARKS WERE THEN CONNECTED BY A
 BV1758'SECOND ORDER TRAVERSE. A NEW AZIMUTH MARK WAS THEN ESTABLISHED AS
 BV1758'THE OLD ONE WAS NOT VISIBLE FROM THE NEW STATION. THEN THE OLD
 BV1758'STATION, THE NEW STATION, AND THE NEW AZIMUTH MARK WERE
 BV1758'OCCUPIED.  THE TRIANGLE FAILED TO CLOSE BY 02.6 SECONDS. THE
 BV1758'OWNER WAS GIVEN PERMISSION TO DESTROY THE OLD STATION MARK WHEN
 BV1758'HE WAS READY TO BUILD. NO MARKS WERE DESTROYED BY THE
 BV1758'TRIANGULATION PARTY. A NEW DESCRITPION FOLLOWS.
 BV1758'
 BV1758'THE OLD STATION IS LOCATED 13.9 MILES NORTH OF THE COURTHOUSE IN
 BV1758'PRENTISS VIA STATE HIGHWAY 13 AND ON LAND OWNED BY F.C. BERRY SR.
 BV1758'IT IS 72 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE
 BV1758'HIGHWAY 13 AND A GRAVEL CROSS ROAD, AND 14.4 FEET SOUTH OF A
 BV1758'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BV1758'STAMPED BOGGAN 1945.
 BV1758'
 BV1758'THE NEW STATION IS LOCATED 13.9 MILES NORTH OF THE COURTHOUSE IN
 BV1758'PRENTISS VIA STATE HIGHWAY 13 AND ON THE PROPERTY LINE BETWEEN A
 BV1758'FIELD OWNED BY F.C. BERRY SR. AND THE DRY RIDGE NEGRO CHURCH. IT IS
 BV1758'241 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 107 FEET WEST OF
 BV1758'THE SOUTHWEST CORNER OF THE DRY RIDGE NEGRO CHURCH, 92 FEET NORTH
 BV1758'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 4.5 FEET
 BV1758'SOUTH OF A WITNESS POST. THE MARK PROJECTS 2 INCHES, AND THE DISK
 BV1758'IS STAMPED BOGGAN 2 1947. THIS MARK IS CONNECTED TO THE OLD
 BV1758'STATION MARK BY A SECOND ORDER TRAVERSE. THE DISTANCE IS
 BV1758'91.8525 METERS.
 BV1758'
 BV1758'REFERENCE MARK NO. 1 IS 168.50 FEET WEST-SOUTHWEST OF THE NEW STATION
 BV1758'MARK, 143.80 FEET EAST-SOUTHEAST OF THE OLD STATION MARK, 64.5 FEET
 BV1758'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 22 FEET SOUTH OF THE
 BV1758'APPROXIMATE CENTERLINE OF A GRAVEL ROAD. THE MARK PROJECTS 8
 BV1758'INCHES AND THE DISK IS STAMPED BOGGAN NO 1 1945.
 BV1758'
 BV1758'REFERENCE MARK NO. 2 IS 113.27 FEET NORTHWEST OF THE STATION, 20 FEET
 BV1758'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT
 BV1758'SOUTH OF A BOARD FENCE. THE MARK PROJECTS 2 INCHES, AND THE DISK
 BV1758'IS STAMPED BOGGAN NO 2 1945.
 BV1758'
 BV1758'REFERENCE MARK NO. 3 IS 169.50 FEET SOUTH-SOUTHEAST OF THE NEW
 BV1758'STATION MARK, 25 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 BV1758'GRAVEL ROAD, AND 2 FEET NORTH OF A FENCE. THE MARK PROJECTS 6 INCHES
 BV1758'AND THE DISK IS STAMPED BOGGAN 2 NO 3 1947.
 BV1758'
 BV1758'THE OLD AZIMUTH IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATIONS VIA
 BV1758'THE HIGHWAY AND ON THE RIGHT-OF-WAY OF THE HIGHWAY. IT IS 49 FEET
 BV1758'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, AND
 BV1758'2.7 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 2 INCHES. AND
 BV1758'THE DISK IS STAMPED BOGGAN 1945.
 BV1758'
 BV1758'THE NEW AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATIONS VIA THE
 BV1758'HIGHWAY, 46 FEET WEST OF THE CENTER OF THE HIGHWAY, 4.8 FEET EAST
 BV1758'OF A FENCE, AND 2.5 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS
 BV1758'4 INCHES, AND THE DISK IS STAMPED BOGGAN 2 1947.
 BV1758'
 BV1758'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1758
 BV1758                          STATION RECOVERY (1950)
 BV1758
 BV1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 BV1758'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS
 BV1758'DESCRIBED, EXCEPT THAT WITNESS POSTS HAVE ROTTED AWAY, AND THE
 BV1758'AZIMUTH MARK IS 1 FOOT INSTEAD OF 8 FEET WEST OF A FENCE.
 BV1758'
 BV1758'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF MENDENHALL OR 13.9
 BV1758'MILES VIA NO. 13 MISSISSIPPI HIGHWAY NORTH OF THE COURTHOUSE IN
 BV1758'PRENTISS, AT THE DRY RIDGE NEGRO CHURCH CROSSROADS, ON THE PROPERTY
 BV1758'OF F.C. BERRY, SR., 72 FEET WEST OF THE CENTERLINE OF THE SAID
 BV1758'HIGHWAY, AND 48 FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD.
 BV1758'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 BV1758'IS STAMPED BOGGAN 1945. IN 1947 A SECOND STATION BOGGAN 2 WAS
 BV1758'ESTABLISHED, AND MR. BERRY WAS AUTHORIZED TO REMOVE THIS
 BV1758'SUBJECT MARK BOGGAN 1945, WHENEVER HE WAS READY TO CONSTRUCT A
 BV1758'CONTEMPLATED BUILDING ON THE SITE.
 BV1758'
 BV1758'REFERENCE MARK NO. 1 IS 43.80 METERS (143.7 FEET) FROM THE STATION
 BV1758'S 75 DEG 52 MIN E. IT IS 64.5 FEET EAST OF THE
 BV1758'CENTERLINE OF THE HIGHWAY AND 22 FEET SOUTH OF THE CENTERLINE OF
 BV1758'THE CROSS ROAD. THE MARK PROJECTS 3 INCHES, AND THE
 BV1758'DISK IS STAMPED BOGGAN NO 1 1945.
 BV1758'
 BV1758'REFERENCE MARK NO. 2 IS 34.543 METERS (113.33 FEET) FROM THE STATION
 BV1758'N 34 DEG 54 MIN E. IT IS 20 FEET NORTH OF THE
 BV1758'CENTERLINE OF THE CROSS ROAD AND ONE FOOT SOUTH OF A BOARD FENCE.
 BV1758'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BV1758'BOGGAN NO 2 1945.
 BV1758'
 BV1758'AZIMUTH MARK IS 0.3 MILE FROM THE STATION S 08 DEG 23 MIN E.
 BV1758'IT IS 0.3 MILE SOUTH OF THE CROSSROADS, ON TOP OF A BANK, 49 FEET
 BV1758'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ONE FOOT WEST OF A
 BV1758'FENCE.
 BV1758'
 BV1758'STATION BOGGAN 2 IS 91.852 METERS (301.35 FEET) FROM THE STATION
 BV1758'N 02 DEG 19 MIN W. IT IS 229 FEET EAST OF THE CENTERLINE OF THE
 BV1758'HIGHWAY, 107 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, AND
 BV1758'10 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTHERN WALL OF THE
 BV1758'CHURCH. THE MARK PROJECTS 2 INCHES, AND THE
 BV1758'DISK IS STAMPED BOGGAN 2 1947.
 BV1758
 BV1758                          STATION RECOVERY (1955)
 BV1758
 BV1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1758'THE STATION WAS VISITED AND THE STATION MARK AND THE AZIMUTH MARK
 BV1758'WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS FOUND IN ITS
 BV1758'ORIGINAL LOCATION BUT WAS EXCAVATED FROM ONE SIDE AND THE MARK WILL
 BV1758'SOON BE DESTROYED. REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD
 BV1758'CONSTRUCTION AND THE DISK WAS NOT RECOVERED. MR. F.C. BERRY WAS
 BV1758'CONTACTED AND HE STATED THAT HE HAD GIVEN UP THE IDEA OF
 BV1758'BUILDING A HOUSE AT THE SITE OF THE STATION. NO ADDITIONAL
 BV1758'REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION BUT ADDITIONAL
 BV1758'MEASUREMENTS WERE TAKEN TO INSURE FINDING THE STATION AT A LATER
 BV1758'DATE.
 BV1758'
 BV1758'A NEW DESCRIPTION FOLLOWS--
 BV1758'
 BV1758'THE STATION IS LOCATED 11.5 MILES SOUTH OF MENDENHALL AND 13.9 MILES
 BV1758'NORTH OF PRENTISS IN THE SOUTHWEST ANGLE OF THE DRY BRANCH
 BV1758'CROSSROADS ON THE PROPERTY OWNED BY MR. F.C. BERRY, ON A 6 FOOT CUT
 BV1758'BANK. IT IS 74 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 13,42
 BV1758'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING WEST, 220
 BV1758'FEET EAST OF THE NORTHEAST BRICK PILLAR OF THE FRONT PORCH OF
 BV1758'THE BERRY HOUSE, 9 FEET SOUTH OF THE EDGE OF THE CUT BANK, 37 FEET
 BV1758'EAST-NORTHEAST OF A 20- INCH OAK TREE AND 173 FEET
 BV1758'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN WITH A
 BV1758'TIN ROOF. IT IS A STANDARD DISK, STAMPED BOGGAN 1945, FLUSH
 BV1758'WITH THE GROUND.
 BV1758'
 BV1758'REFERENCE MARK NO. 1 IS 143.7 FEET EAST OF THE STATION IN THE
 BV1758'SOUTHEAST ANGLE OF THE CROSSROAD, 66 FEET EAST OF THE CENTERLINE
 BV1758'OF STATE HIGHWAY 13, 27 FEET SOUTH OF THE CENTER OF THE GRAVELED
 BV1758'ROAD LEADING EAST. IT IS A STANDARD DISK, STAMPED BOGGAN NO 1
 BV1758'1945, PROJECTING 6 INCHES.
 BV1758'
 BV1758'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION ON THE EAST SIDE
 BV1758'OF THE HIGHWAY ON THE TOP OF A 6-FOOT CUT BANK, 1 FOOT WEST OF A
 BV1758'FENCE LINE AND 49 FEET EAST OF THE CENTER OF THE HIGHWAY. IT IS A
 BV1758'STANDARD DISK, STAMPED BOGGAN 1945, PROJECTING 6 INCHES.
 BV1758'
 BV1758'TO REACH THE STATION FROM THE STOP LIGHT AND CROSSROADS AT THE
 BV1758'RAILROAD STATION IN MENDENHALL, GO NORHTWEST ON U.S. HIGHWAY 49 FOR
 BV1758'1.0 MILE TO THE JUNCTION OF STATE HIGHWAYS 13 AND 20, TURN LEFT
 BV1758'ACROSS OVERPASS AND GO SOUTH ON STATE HIGHWAYS 13 AND 20 FOR 0.55
 BV1758'MILE TO A FORKS, KEEP STRAIGHT AHEAD, LEFT FORK, AND GO SOUTH ON
 BV1758'STATE HIGHWAY 13 FOR 11.1 MILES TO A CROSSROAD AND THE STATION
 BV1758'ON THE RIGHT.
 BV1758
 BV1758                          STATION RECOVERY (1967)
 BV1758
 BV1758'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BV1758'THE STATION WAS VISITED 9-12-67 AND THE STATION MARK, AZIMUTH MARK
 BV1758'WERE FOUND IN GOOD CONDITION. R.M. 1 AND R.M. 2 HAVE BEEN DESTROYED.
 BV1758'
 BV1758'THE STATION IS LOCATED 11.5 MILES SOUTH OF MENDENHALL AND 13.9 MILES
 BV1758'NORTH OF PRENTISS, IN THE NORTHEAST, 1/4 OF SECTION 35, T 10N, R
 BV1758'19W ON PROPERTY OWNED BY MR. F.C. BERRY. IT IS 75 FEET SOUTHWEST
 BV1758'OF THE CENTER OF THE CROSSROADS, 72 FEET WEST SOUTHWEST OF THE
 BV1758'CENTER OF HIGHWAY 13, 40 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD
 BV1758'GOING WEST, 174.5 FEET SOUTHEAST OF A POWER POLE WITH A
 BV1758'TRANSFORMER ON IT IN THE FRONT YARD, 220 FEET EAST OF THE
 BV1758'NORTHEAST BRICK PILLAR OF THE BERRY FRONT PORCH, 37 FEET EAST
 BV1758'NORTHEAST OF A 20 INCH OAK AND 1 FOOT SOUTHWEST OF A METAL
 BV1758'WITNESS POST.
 BV1758'
 BV1758'IT IS A STANDARD TRIANGULATION DISK, STAMPED BOGGAN 1945 AND IS
 BV1758'FLUSH WITH THE GROUND SURFACE.
 BV1758'
 BV1758'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION. IT IS 49.5 FEET
 BV1758'EAST OF THE CENTER OF HIGHWAY 13, 56 FEET NORTHWEST OF A POWER POLE,
 BV1758'1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BV1758'THE AZIMUTH WILL NOT SEE THE STATION.
 BV1758'
 BV1758'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BOGGAN 1945, PROJECTING
 BV1758'2 INCHES.
 BV1758'
 BV1758'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE SIMPSON COUNTY
 BV1758'COURTHOUSE IN MENDENHALL, GO SOUTH ON MAIN STREET FOR 0.15 MILE TO
 BV1758'THE INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT (NORTHWEST) AND
 BV1758'CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.95 MILE TO THE MISSISSIPPI
 BV1758'HIGHWAY 13 SOUTH BOUND ENTRANCE RAMP ON THE LEFT. TURN LEFT
 BV1758'(SOUTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 10.1
 BV1758'MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 28. CONTINUE
 BV1758'SOUTH ON MISSISSIPPI HIGHWAY 13 FOR 1.9 MILES TO A CROSSROADS
 BV1758'AND THE STATION IN THE SOUTHWEST ANGLE. TO REACH THE AZIMUTH
 BV1758'CONTINUE SOUTH ON MISSISSIPPI HIGHWAY 13 FOR 0.3 MILE TO THE
 BV1758'MARK ON THE LEFT AS DESCRIBED.
 BV1758'
 BV1758'THE STATION VISITED BY A.K. HANSEN, BUT NO NEW REFERENCE MARKS WERE
 BV1758'SET. THE HOUSE HAS NOT BEEN BUILT AS YET SINCE 1947.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1760 ***********************************************************************
 BV1760  DESIGNATION -  BOGGAN 2
 BV1760  PID         -  BV1760
 BV1760  STATE/COUNTY-  MS/SIMPSON
 BV1760  USGS QUAD   -  SHIVERS (1971)
 BV1760
 BV1760                         *CURRENT SURVEY CONTROL
 BV1760  ___________________________________________________________________
 BV1760* NAD 83(1993)-  31 47 41.81668(N)    089 52 40.98071(W)     ADJUSTED  
 BV1760* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 BV1760  ___________________________________________________________________
 BV1760  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BV1760  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BV1760  HORZ ORDER  -  SECOND
 BV1760
 BV1760.The horizontal coordinates were established by classical geodetic methods
 BV1760.and adjusted by the National Geodetic Survey in May 1994.
 BV1760
 BV1760.The orthometric height was scaled from a topographic map.
 BV1760
 BV1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1760
 BV1760.The geoid height was determined by GEOID03.
 BV1760
 BV1760;                    North         East     Units Scale Factor Converg.
 BV1760;SPC MS W     -   254,503.617   743,114.649   MT  0.99997292   +0 14 23.6
 BV1760;SPC MS W     -   834,983.95  2,438,035.31   sFT  0.99997292   +0 14 23.6
 BV1760;SPC MS E     -   254,888.630   201,064.845   MT  1.00007067   -0 33 01.7
 BV1760;SPC MS E     -   836,247.11    659,660.25   sFT  1.00007067   -0 33 01.7
 BV1760;UTM  16      - 3,521,315.602   227,498.172   MT  1.00051593   -1 31 02.4
 BV1760
 BV1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1760!SPC MS W     -   0.99997785  x   0.99997292  =   0.99995077
 BV1760!SPC MS E     -   0.99997785  x   1.00007067  =   1.00004852
 BV1760!UTM  16      -   0.99997785  x   1.00051593  =   1.00049377
 BV1760
 BV1760|---------------------------------------------------------------------|
 BV1760| PID    Reference Object                     Distance      Geod. Az  |
 BV1760|                                                           dddmmss.s |
 BV1760| CF9887 BOGGAN 2 RM 4                        21.117 METERS 00953     |
 BV1760| CF9888 BOGGAN 2 RM 5                        68.928 METERS 12340     |
 BV1760| CF9886 BOGGAN 2 RM 3                        51.664 METERS 15922     |
 BV1760| CF9884 BOGGAN RM 3                          51.664 METERS 15923     |
 BV1760| BV1759 BOGGAN 2 1947 AZ MK                 349.850 METERS 18952     |
 BV1760| CF9885 BOGGAN 2 AZ MK RESET                               1930921.2 |
 BV1760| CF9882 BOGGAN RM 1                          51.359 METERS 25342     |
 BV1760| BV1758 BOGGAN                               91.852 METERS 26741     |
 BV1760|---------------------------------------------------------------------|
 BV1760
 BV1760                          SUPERSEDED SURVEY CONTROL
 BV1760
 BV1760  NAD 83(1986)-  31 47 41.83076(N)    089 52 40.97786(W) AD(       ) 2
 BV1760  NAD 27      -  31 47 41.24600(N)    089 52 40.69900(W) AD(       ) 2
 BV1760
 BV1760.Superseded values are not recommended for survey control.
 BV1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1760.See file dsdata.txt to determine how the superseded data were derived.
 BV1760
 BV1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2749821316(NAD 83)
 BV1760_MARKER: DS = TRIANGULATION STATION DISK
 BV1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1760+STABILITY: SURFACE MOTION
 BV1760
 BV1760  HISTORY     - Date     Condition        Report By
 BV1760  HISTORY     - 1947     MONUMENTED       CGS
 BV1760  HISTORY     - 1950     GOOD             CGS
 BV1760  HISTORY     - 1955     GOOD             CGS
 BV1760  HISTORY     - 1967     GOOD             MSHD
 BV1760  HISTORY     - 20020202 MARK NOT FOUND   CRAFT
 BV1760
 BV1760                          STATION DESCRIPTION
 BV1760
 BV1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CMT)
 BV1760'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 BV1760'AS DESCRIBED IN THE 1947 RECOVERY NOTE FOR BOGGAN. A NEW AZIMUTH
 BV1760'MARK WAS SET AT THE TIME OF THE PRESENT RECOVERY, AFTER WHICH THE
 BV1760'1947 AZIMUTH MARK WAS DESTROYED.
 BV1760'
 BV1760'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF MENDENHALL OR 13.9 MILES
 BV1760'VIA NO. 13 MISSISSIPPI HIGHWAY NORTH OF THE COURTHOUSE IN PRENTISS,
 BV1760'AT THE DRY RIDGE NEGRO CHURCH CROSSROADS, ABOUT ON THE LINE
 BV1760'BETWEEN THE PROPERTIES OF F.C. BERRY, SR., AND THE NEGRO CHURCH,
 BV1760'229 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 107 FEET WEST OF
 BV1760'THE SOUTHWEST CORNER OF THE CHURCH, AND 10 FEET SOUTH OF THE
 BV1760'PROJECTED PLANE OF THE SOUTHERN WALL OF THE CHURCH. THE MARK
 BV1760'PROJECTS 2 INCHES, AND THE DISK IS STAMPED BOGGAN
 BV1760'2 1947.
 BV1760'
 BV1760'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 64.5 FEET
 BV1760'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 22 FEET SOUTH OF THE
 BV1760'CENTERLINE OF THE CROSS ROAD. THE MARK PROJECTS 3
 BV1760'INCHES, AND THE DISK IS STAMPED BOGGAN NO 1 1945.
 BV1760'
 BV1760'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF THE STATION, 25 FEET
 BV1760'SOUTH OF THE CENTERLINE OF THE CROSS ROAD. 20 FET WEST OF THE
 BV1760'PROJECTED PLANE OF THE WESTERN WALL OF THE CHURCH, AND 2 FEET NORTH
 BV1760'OF A RAIL FENCE. THE MARK PROJECTS 6 INCHES, AND THE
 BV1760'DISK IS STAMPED BOGGAN 2 NO 3 1947.
 BV1760'
 BV1760'AZIMUTH MARK IS 0.15 MILE ABOUT SOUTH OF THE STATION, 120 FEET WEST-
 BV1760'SOUTHWEST OF A POWERLINE TRANSFORMER POLE, 45.5 FEET WEST OF THE
 BV1760'CENTERLINE OF THE HIGHWAY, AND 4.0 FEET LOWER THAN THE HIGHWAY
 BV1760'SURFACE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 BV1760'STAMPED BOGGAN 2 1947 RESET 1950.
 BV1760'
 BV1760'STATION BOGGAN 1945 IS WEST OF THE STATION, 72 FEET WEST OF THE
 BV1760'CENTERLINE OF THE HIGHWAY, AND 48 FEET SOUTH OF THE CENTERLINE OF
 BV1760'THE CROSS ROAD. THE MARK IS FLUSH WITH THE
 BV1760'GROUND, AND THE DISK IS STAMPED BOGGAN 1945.
 BV1760'
 BV1760'THE TRUE AZIMUTH FROM BOGGAN 2 TO THE NOW DESTROYED AZIMUTH MARK
 BV1760'OF 1947 IS 9 52 14.6 .
 BV1760
 BV1760                          STATION RECOVERY (1955)
 BV1760
 BV1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1760'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND IN GOOD
 BV1760'CONDITION. THE AZIMUTH MARK RESET IN 1950 BY C.M.T. WAS ALSO FOUND
 BV1760'IN GOOD CONDITION. REFERENCE MARK NO 1 WAS FOUND IN ITS ORIGINAL
 BV1760'POSITION BUT ABOUT 2 FEET OF THE MARK ON ONE SIDE HAD BEEN EXPOSED
 BV1760'BY THE DITCHING OF THE HIGHWAY AND IS EXPECTED TO REMAIN IN ITS
 BV1760'POSITION MUCH LONGER. REFERENCE MARK NO. 3 WAS FOUND UPROOTED
 BV1760'AND LYING ON THE GROUND. THE DISK WAS REMOVED PRIOR TO THIS
 BV1760'DATE.  REFERENCE MARKS NO. 4 AND 5 WERE ESTABLISHED AT THIS
 BV1760'DATE ON THE GROUNDS OF THE DRY BRANCH COLORED CHURCH.
 BV1760'
 BV1760'A NEW DESCRIPTION FOLLOWS--
 BV1760'
 BV1760'THE STATION IS LOCATED 11.5 MILES SOUTH OF MENDENHALL AND 13.9 MILES
 BV1760'NORTH OF PRENTISS ON THE PROPERTY OF THE DRY BRANCH COLORED CHURCH,
 BV1760'242 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 13, 94 FEET NORTH
 BV1760'OF THE CENTER OF A GRAVELED ROAD AT A POINT JUST WEST OF A FORKS.
 BV1760'107 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH. 118 FEET
 BV1760'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHWEST WING OF THE
 BV1760'CHURCH (CONCRETE BLOCK PORTION) AND 69 FEET SOUTH OF THE PROJECTED
 BV1760'TANGENT OF THE SOUTH WALL OF THE NORTHWEST WING. IT IS A STANDARD
 BV1760'DISK, STAMPED BOGGAN 2 1947, PROJECTING 3 INCHES.
 BV1760'
 BV1760'REFERENCE MARK NO. 4 IS 69.27 FEET NORTH OF THE STATION, AT THE
 BV1760'WEST EDGE OF THE CHURCH PROPERTY AND AT THE EAST EDGE OF A FIELD,
 BV1760'7 FEET SOUTH OF A 20-INCH OAK TREE AND 96 FEET WEST OF THE
 BV1760'SOUTHWEST CORNER OF THE NORTHWEST, CONCRETE BLOCK, WING AND ON THE
 BV1760'PROJECTED TANGENT OF THE SOUTH WALL OF THE NORTHWEST WING OF THE
 BV1760'CHURCH. IT IS A STANDARD DISK, STAMPED BOGGAN 2 NO 4 1947,
 BV1760'PROJECTING 3 INCHES.
 BV1760'
 BV1760'REFERENCE MARK NO. 5 IS 226.14 FEET EAST-SOUTHEAST OF THE STATION
 BV1760'AT THE NORTH EDGE OF THE CEMETERY, ACROSS THE ROAD FROM THE CHURCH
 BV1760'AND EAST OF THE FORKS IN THE GRAVEL ROADS. IT IS 119 FEET SOUTHEAST
 BV1760'OF THE SOUTHEAST CORNER OF THE CHURCH, 71 FEET NORTHEAST OF THE
 BV1760'CENTER OF A GRAVELED ROAD, 37 FEET SOUTHEAST OF THE CENTER OF A
 BV1760'GRAVELED ROAD, 11 FEET WEST OF THE GATE TO THE CEMETERY AND IN A
 BV1760'FENCE LINE. IT IS A STANDARD DISK, STAMPED BOGGAN 2 NO 5 1947,
 BV1760'PROJECTING 3 INCHES.
 BV1760'
 BV1760'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION, 72 FEET WEST
 BV1760'OF THE CENTERLINE OF STATE HIGHWAY 13, 45 FEET NORTH OF THE CENTER
 BV1760'OF THE DRIVEWAY TO A BRICK HOUSE. 120 FEET WEST-SOUTHWEST OF A
 BV1760'POWER POLE WITH A TRANSFORMER, 95 FEET NORTH-NORTHEAST OF A LONE
 BV1760'PINE TREE AND ABOUT 4 FEET LOWER THAN THE LEVEL OF THE ROAD. IT IS
 BV1760'A STANDARD DISK, STAMPED BOGGAN 2 1947 RESET 1950, PROJECTING 8
 BV1760'INCHES.
 BV1760'
 BV1760'TO REACH THE STATION FROM THE STOP LIGHT AND CROSSROADS AT THE
 BV1760'RAILROAD STATION IN MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49
 BV1760'FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAYS 13 AND 20, TURN
 BV1760'LEFT ON OVERPASS AND GO SOUTH ON STATE HIGHWAYS 13 AND 20 FOR 0.55
 BV1760'MILE TO A FORKS, KEEP STRAIGHT AHEAD ON STATE HIGHWAY 13 FOR 11.1
 BV1760'MILE TO A CROSSROAD, TURN LEFT AND GO 0.05 MILE TO THE DRY
 BV1760'BRANCH CHURCH AND THE STATION ON THE LEFT.
 BV1760'
 BV1760'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS, CONTINUE ON STATE
 BV1760'HIGHWAY 13 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BV1760
 BV1760                          STATION RECOVERY (1967)
 BV1760
 BV1760'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BV1760'THE STATION WAS VISITED 8-31-67 AND THE STATION MARK,
 BV1760'REFERENCE MARK, NO. 4, NO. 5 AND THE AZIMUTH MARK WERE FOUND IN
 BV1760'GOOD CONDITION.
 BV1760'
 BV1760'THE STATION IS LOCATED 11.3 MILES SOUTH OF MENDENHALL AND 10.0 MILES
 BV1760'SOUTHWEST OF MAGEE IN THE NORTHEAST 1/4 OF SECTION 35, T 10N, R 19W
 BV1760'AND ON PROPERTY OWNED BY THE DRY BRANCH CHURCH.
 BV1760'IT IS 94 FEET NORTH NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD,
 BV1760'242 FEET EAST OF THE CENTER OF HIGHWAY 13, 107 FEET WEST OF THE
 BV1760'SOUTHWEST CORNER OF THE CHURCH, 14 FEET EAST OF A POLE WITH A
 BV1760'WHITE BOX ON THE SIDE, 3.5 FEET NORTHEAST OF A POWER POLE WITH A
 BV1760'TRANSFORMER ON IT AND 10 FEET SOUTH SOUTHWEST OF THE
 BV1760'PROJECTED PLANE LINE OF THE SOUTH WALL OF THE CHURCH.
 BV1760'
 BV1760'IT IS A STANDARD TRIANGULATION DISK, STAMPED BOGGAN 2 1947
 BV1760'PROJECTING 1 INCH.
 BV1760'
 BV1760'REFERENCE MARK NO. 4 IS 62.27 FEET NORTH OF THE STATION. IT IS 99.5
 BV1760'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BLOCK PORTION OF
 BV1760'THE CHURCH, 24 FEET SOUTH SOUTHWEST OF THE PROJECTED PLANE LINE
 BV1760'OF THE NORTH WALL OF THE CHURCH, 74.5 FEET NORTHEAST OF A POLE
 BV1760'WITH A WHITE BOX ON IT, 163 FEET NORTH NORTHEAST OF THE CENTER OF
 BV1760'THE BLACKTOP ROAD AND 7 FEET SOUTH OF A 20 INCH OAK. IT IS A
 BV1760'STANDARD DISK, STAMPED BOGGAN 2 NO.4 1947, PROJECTING 3 INCHES.
 BV1760'
 BV1760'REFERENCE MARK NO. 5 IS 226.14 FEET EAST SOUTHEAST OF THE STATION.
 BV1760'IT IS 70 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 36 FEET
 BV1760'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 119 FEET SOUTHEAST OF THE
 BV1760'SOUTHEAST CORNER OF THE CHURCH, 39.5 FEET SOUTHWEST OF A POWER
 BV1760'POLE 25.5 FEET NORTHWEST OF THE HEADSTONE ON ALBERT EDWARDS GRAVE
 BV1760'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. IT IS A STANDARD
 BV1760'REFERENCE MARK DISK STAMPED BOGGAN 2 NO. 5 1947, PROJECTING 3
 BV1760'INCHES.
 BV1760'
 BV1760'THE DISTANCE BETWEEN REFERENCE MARK NO. 4 AND NO. 5 IS 262.2 FEET.
 BV1760'
 BV1760'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION AND IS STILL
 BV1760'VISIBLE FROM THE GROUND.IT IS 45.5 FEET WEST OF THE CENTER OF
 BV1760'HIGHWAY 13, 6 FEET EAST OF A FENCE, 53 FEET NORTH OF A PROMINENT
 BV1760'ANGLE IN THE FENCE, 58 FEET SOUTH SOUTHEAST OF A T FENCE CORNER
 BV1760'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST. IT IS A STANDARD
 BV1760'AZIMUTH MARK DISK, STAMPED BOGGAN 2 1947 RESET 1950 PROJECTING 8
 BV1760'INCHES.
 BV1760'
 BV1760'TO REACH THE STATION FROM THE SIMPSON COUNTY COURTHOUSE IN MENDENHALL
 BV1760'GO SOUTH ON MAIN STREET FOR 0.15 MILE TO THE INTERSECTION OF OLD
 BV1760'U.S. HIGHWAY 49. TURN RIGHT (NORTHWEST) AND CONTINUE ON OLD U.S.
 BV1760'HIGHWAY 49 FOR 0.95 MILE TO THE MISSISSIPPI HIGHWAY 13 SOUTH BOUND
 BV1760'ENTRANCE RAMP. TURN LEFT (SOUTHWEST) AND CONTINUE ON MISSISSIPPI
 BV1760'HIGHWAY 13 FOR 10.1 MILES TO THE INTERSECTION OF MISSISSIPPI
 BV1760'HIGHWAY 28. CONTINUE SOUTH ON MISSISSIPPI HIGHWAY 13 FOR 1.9 MILES
 BV1760'TO A CROSSROADS. CONTINUE SOUTH ON MISSISSIPPI 13 FOR 0.15
 BV1760'MILE TO A DRIVEWAY AND THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 BV1760'TO REACH THE STATION FROM THIS POINT, TURN LEFT (SOUTHEAST) AND
 BV1760'CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO THE CHURCH AND THE
 BV1760'STATION ON THE LEFT AS DESCRIBED.
 BV1760'
 BV1760'THE STATION VISITED BY A.K. HANSEN AND FOUND IN GOOD CONDITION.
 BV1760
 BV1760                          STATION RECOVERY (2002)
 BV1760
 BV1760'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002 (CHC)
 BV1760'MARK IS LIKELY UNDER PAVED CHURCH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1759 ***********************************************************************
 BV1759  DESIGNATION -  BOGGAN 2 1947 AZ MK
 BV1759  PID         -  BV1759
 BV1759  STATE/COUNTY-  MS/SIMPSON
 BV1759  USGS QUAD   -  SHIVERS (1971)
 BV1759
 BV1759                         *CURRENT SURVEY CONTROL
 BV1759  ___________________________________________________________________
 BV1759* NAD 83(1993)-  31 47 30.62638(N)    089 52 43.26038(W)     ADJUSTED  
 BV1759* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 BV1759  ___________________________________________________________________
 BV1759  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BV1759  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BV1759  HORZ ORDER  -  SECOND
 BV1759
 BV1759.The horizontal coordinates were established by classical geodetic methods
 BV1759.and adjusted by the National Geodetic Survey in May 1994.
 BV1759
 BV1759.The orthometric height was scaled from a topographic map.
 BV1759
 BV1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1759
 BV1759.The geoid height was determined by GEOID03.
 BV1759
 BV1759;                    North         East     Units Scale Factor Converg.
 BV1759;SPC MS W     -   254,158.707   743,056.123   MT  0.99997285   +0 14 22.3
 BV1759;SPC MS W     -   833,852.36  2,437,843.30   sFT  0.99997285   +0 14 22.3
 BV1759;SPC MS E     -   254,544.527   201,001.560   MT  1.00007083   -0 33 02.8
 BV1759;SPC MS E     -   835,118.17    659,452.62   sFT  1.00007083   -0 33 02.8
 BV1759;UTM  16      - 3,520,972.463   227,429.060   MT  1.00051639   -1 31 03.1
 BV1759
 BV1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1759!SPC MS W     -   0.99997801  x   0.99997285  =   0.99995086
 BV1759!SPC MS E     -   0.99997801  x   1.00007083  =   1.00004884
 BV1759!UTM  16      -   0.99997801  x   1.00051639  =   1.00049439
 BV1759
 BV1759|---------------------------------------------------------------------|
 BV1759| PID    Reference Object                     Distance      Geod. Az  |
 BV1759|                                                           dddmmss.s |
 BV1759| BV1760 BOGGAN 2                            349.850 METERS 00952     |
 BV1759| BV1758 BOGGAN                              342.445 METERS 35440     |
 BV1759|---------------------------------------------------------------------|
 BV1759
 BV1759                          SUPERSEDED SURVEY CONTROL
 BV1759
 BV1759  NAD 83(1986)-  31 47 30.64051(N)    089 52 43.25754(W) AD(       ) 2
 BV1759  NAD 27      -  31 47 30.05600(N)    089 52 42.97900(W) AD(       ) 2
 BV1759
 BV1759.Superseded values are not recommended for survey control.
 BV1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1759.See file dsdata.txt to determine how the superseded data were derived.
 BV1759
 BV1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2742920972(NAD 83)
 BV1759_MARKER: DR = REFERENCE MARK DISK
 BV1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1759+STABILITY: SURFACE MOTION
 BV1759
 BV1759  HISTORY     - Date     Condition        Report By
 BV1759  HISTORY     - 1947     MONUMENTED       CGS
 BV1759
 BV1759                          STATION DESCRIPTION
 BV1759
 BV1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BV1759'SEE STATION BOGGAN 2
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0278 ***********************************************************************
 BW0278  DESIGNATION -  BOGUE
 BW0278  PID         -  BW0278
 BW0278  STATE/COUNTY-  MS/LINCOLN
 BW0278  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0278
 BW0278                         *CURRENT SURVEY CONTROL
 BW0278  ___________________________________________________________________
 BW0278* NAD 83(1993)-  31 26 05.37653(N)    090 27 34.85891(W)     ADJUSTED  
 BW0278* NAVD 88     -       137.387  (meters)     450.74   (feet)  ADJUSTED  
 BW0278  ___________________________________________________________________
 BW0278  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BW0278  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0278  DYNAMIC HT  -         137.219 (meters)     450.19  (feet)  COMP
 BW0278  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 BW0278
 BW0278  HORZ ORDER  -  SECOND
 BW0278  VERT ORDER  -  FIRST     CLASS I
 BW0278
 BW0278.The horizontal coordinates were established by classical geodetic methods
 BW0278.and adjusted by the National Geodetic Survey in May 1994.
 BW0278
 BW0278.The orthometric height was determined by differential leveling
 BW0278.and adjusted in June 1991.
 BW0278
 BW0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0278
 BW0278.The geoid height was determined by GEOID03.
 BW0278
 BW0278.The dynamic height is computed by dividing the NAVD 88
 BW0278.geopotential number by the normal gravity value computed on the
 BW0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0278.degrees latitude (g = 980.6199 gals.).
 BW0278
 BW0278.The modeled gravity was interpolated from observed gravity values.
 BW0278
 BW0278;                    North         East     Units Scale Factor Converg.
 BW0278;SPC MS W     -   214,491.875   687,988.763   MT  0.99995178   -0 03 57.2
 BW0278;SPC MS W     -   703,712.09  2,257,176.47   sFT  0.99995178   -0 03 57.2
 BW0278;UTM  15      - 3,480,585.867   741,442.999   MT  1.00031907   +1 19 31.8
 BW0278
 BW0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0278!SPC MS W     -   0.99998254  x   0.99995178  =   0.99993432
 BW0278!UTM  15      -   0.99998254  x   1.00031907  =   1.00030161
 BW0278
 BW0278|---------------------------------------------------------------------|
 BW0278| PID    Reference Object                     Distance      Geod. Az  |
 BW0278|                                                           dddmmss.s |
 BW0278| BW0277 BOGUE RM 1                           38.200 METERS 06127     |
 BW0278| BW0281 BOGUE AZ MK                                        1881801.2 |
 BW0278| BW0279 BOGUE RM 2                          106.969 METERS 19120     |
 BW0278| BW0280 BOGUE RM 3                           23.020 METERS 19125     |
 BW0278|---------------------------------------------------------------------|
 BW0278
 BW0278                          SUPERSEDED SURVEY CONTROL
 BW0278
 BW0278  NAD 83(1986)-  31 26 05.39245(N)    090 27 34.85593(W) AD(       ) 2
 BW0278  NAD 27      -  31 26 04.76400(N)    090 27 34.50500(W) AD(       ) 2
 BW0278  NGVD 29 (??/??/??)  137.381  (m)          450.72   (f) ADJUSTED    1 1
 BW0278
 BW0278.Superseded values are not recommended for survey control.
 BW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0278.See file dsdata.txt to determine how the superseded data were derived.
 BW0278
 BW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4144380586(NAD 83)
 BW0278_MARKER: DS = TRIANGULATION STATION DISK
 BW0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0278_SP_SET: CONCRETE POST
 BW0278_STAMPING: BOGUE 1946
 BW0278_MARK LOGO: CGS   
 BW0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0278+STABILITY: SURFACE MOTION
 BW0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0278+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 BW0278
 BW0278  HISTORY     - Date     Condition        Report By
 BW0278  HISTORY     - 1946     MONUMENTED       CGS
 BW0278  HISTORY     - 1955     GOOD             CGS
 BW0278  HISTORY     - 1959     GOOD             MSHD
 BW0278  HISTORY     - 1965     GOOD             CGS
 BW0278  HISTORY     - 1966     GOOD             CGS
 BW0278  HISTORY     - 1968     GOOD             MSHD
 BW0278  HISTORY     - 1968     GOOD             CGS
 BW0278  HISTORY     - 1969     GOOD             CGS
 BW0278  HISTORY     - 1969     GOOD             NGS
 BW0278  HISTORY     - 1970     GOOD             MSSU
 BW0278  HISTORY     - 19920612 GOOD             NGS
 BW0278  HISTORY     - 20000808 GOOD             NGS
 BW0278
 BW0278                          STATION DESCRIPTION
 BW0278
 BW0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW0278'THE STATION IS LOCATED 0.3 MILE S OF THE CROSSROAD, AT THE
 BW0278'SCHOOL IN BOGUE CHITTO, IN THE NW QUARTER OF SECTION 1, T. 5 N.,
 BW0278'R. 7 E., ON PROPERTY OWNED BY W.L. PHILLIPS, 8 FEET N OF A
 BW0278'STANDARD REFERENCE POST, 49 FEET W OF THE CENTER LINE OF
 BW0278'U.S. HIGHWAY 51, 62 FEET N OF A CROSSROAD SIGN, 54 FEET S
 BW0278'OF A FENCE CORNER, AND IN A 2-STRAND BARBED-WIRE FENCE.
 BW0278'
 BW0278'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW0278'BOGUE 1946, AND PROJECTS 6 INCHES.  UNDERGROUND MARK IS A
 BW0278'BRONZE STATION DISK SET IN CONCRETE.
 BW0278'
 BW0278'REFERENCE MARK 1 IS 125.33 FEET (38.200 METERS) NE OF THE
 BW0278'STATION, 48 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 51,
 BW0278'45 FEET S OF A POWER LINE POLE, AND 29 FEET SW OF AN OUTDOOR
 BW0278'ADVERTISING SIGNBOARD.  IT IS A BRONZE REFERENCE DISK SET
 BW0278'IN CONCRETE AND STAMPED NO 1 BOGUE 1946.
 BW0278'
 BW0278'REFERENCE MARK 2 IS 350.95 FEET (106.969 METERS) S OF THE
 BW0278'STATION, 6 FEET E OF A BARBED-WIRE FENCE, 44 FEET W OF THE
 BW0278'CENTER LINE OF U.S. HIGHWAY 51, AND 129 FEET N OF THE CENTER
 BW0278'LINE OF A GRAVEL ROAD.  IT IS A BRONZE REFERENCE DISK SET
 BW0278'IN CONCRETE, STAMPED NO 2 BOGUE 1946, AND PROJECTS 8 INCHES.
 BW0278'
 BW0278'THE AZIMUTH MARK IS 0.2 MILE S OF THE STATION, 4 FEET SW OF
 BW0278'A STANDARD REFERENCE POST, 5 FEET W OF A BARBED-WIRE FENCE,
 BW0278'47 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 51, 20 FEET S
 BW0278'OF A POWER LINE POLE, AND 81 FEET NE OF A MAIL BOX WITH
 BW0278'THE NAMES MOORE AND MONTGOMERY ON IT.  IT IS A BRONZE AZIMUTH
 BW0278'DISK SET IN CONCRETE, STAMPED BOGUE 1946, AND PROJECTS 3 INCHES.
 BW0278'
 BW0278'TO REACH THE STATION FROM THE CROSSROAD AT THE STANDARD OIL
 BW0278'SERVICE STATION IN BOGUE CHITTO, GO S ON U.S. HIGHWAY 51
 BW0278'FOR 0.3 MILE TO THE SUMMIT OF A GRADE AND THE STATION ON
 BW0278'THE RIGHT.  THE AZIMUTH MARK IS REACHED BY CONTINUING S ON
 BW0278'HIGHWAY 51 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BW0278'
 BW0278'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW0278
 BW0278                          STATION RECOVERY (1955)
 BW0278
 BW0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0278'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW0278'CONDITION.
 BW0278'
 BW0278'A NEW DESCRIPTION FOLLOWS--
 BW0278'
 BW0278'THE STATION IS LOCATED 0.3 MILE SOUTH ALONG U.S. HIGHWAY
 BW0278'51 FROM THE BOGUE CHITTO SCHOOL AND CROSSROAD, ON PROPERTY
 BW0278'OWNED BY W.L. PHILLIPS AND OCCUPIED BY MR. PHILLIP FORTENBERRY.
 BW0278'IT IS 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 147 FEET
 BW0278'SOUTH OF THE CENTER OF THE DRIVEWAY TO THE FORTENBERRY HOUSE,
 BW0278'IN A NORTH-SOUTH FENCE LINE AND ABOUT 5 FEET ABOVE THE LEVEL
 BW0278'OF THE ROAD.  IT IS A STANDARD DISK, STAMPED BOGUE 1946,
 BW0278'PROJECTING 6 INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 1 IS 125.33 FEET NORTHEAST OF THE STATION,
 BW0278'48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET SOUTH
 BW0278'OF A POWER POLE AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BW0278'IT IS A STANDARD DISK, STAMPED BOGUE NO 1 1946, PROJECTING
 BW0278'2 INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 2 IS 350.95 FEET SOUTH OF THE STATION,
 BW0278'45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 138 FEET NORTH
 BW0278'OF THE CENTER OF A ROAD LEADING WEST AND 7 FEET EAST OF A FENCE
 BW0278'LINE AND EAST EDGE OF A PASTURE.  IT IS A STANDARD DISK, STAMPED
 BW0278'BOGUE NO 2 1946, PROJECTING 6 INCHES.
 BW0278'
 BW0278'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 46 FEET
 BW0278'EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 21 FEET SOUTH OF A
 BW0278'POWER POLE, 9 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD
 BW0278'AND 9 FEET NORTH-NORTHWEST OF AN 8-INCH TREE.  IT IS A STANDARD
 BW0278'DISK, STAMPED BOGUE 1946, PROJECTING 6 INCHES.
 BW0278'
 BW0278'TO REACH THE STATION FROM THE BOGUE CHITTO SCHOOL AND CROSSROAD
 BW0278'GO SOUTH ON U.S. HIGHWAY 51 FOR 0.3 MILE TO THE STATION
 BW0278'ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE TO THE AZIMUTH
 BW0278'MARK ON THE RIGHT.
 BW0278
 BW0278                          STATION RECOVERY (1959)
 BW0278
 BW0278'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1959
 BW0278'STATION, REFERENCE AND AZIMUTH MARS WERE FOUND IN GOOD CONDITION.
 BW0278'DESCRIPTION IS ADEQUATE.  A NEW TYPE WITNESS POST HAS BEEN SET.
 BW0278
 BW0278                          STATION RECOVERY (1965)
 BW0278
 BW0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW0278'STATION, R.M. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BW0278'R.M. 2 WAS FOUND TO BE LEANING.
 BW0278
 BW0278                          STATION RECOVERY (1966)
 BW0278
 BW0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW0278'THE STATION WAS VISITED 5/12/66 AND ALL MARKS WERE FOUND IN
 BW0278'GOOD CONDITION.  LOCAL CHANGES ARE EVIDENT AT AND NEAR THE
 BW0278'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 BW0278'
 BW0278'THE STATION IS LOCATED 0.3 MILE SOUTH ALONG U.S. HIGHWAY
 BW0278'51 FROM THE BOUGE CHITTO SCHOOL AND CROSSROAD, ON THE PROPERTY
 BW0278'OWNED BY W.L. PHILLIPS.  IT IS 49 FEET WEST OF THE CENTERLINE
 BW0278'OF THE HIGHWAY, 147 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 BW0278'TO THE HOUSE ON THE WEST SIDE OF THE ROAD, 54 FEET SOUTH OF THE
 BW0278'FENCE CORNER, IN A FENCE LINE, 1 FOOT WEST OF A METAL WITNESS
 BW0278'POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS
 BW0278'A STANDARD DISK STAMPED BOGUE 1946, PROJECTING 6 INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 1 IS 125.33 FEET NORTHEAST OF THE STATION,
 BW0278'48 FEET EAST OF THE CENTERLINE OF THE ROAD, 44 FEET SOUTH
 BW0278'OF A POWER POLE, AND 3 FEET ABOVE THE LEVEL OF THE ROAD,
 BW0278'44 FEET SOUTH OF A POWER POLE, AND 3 FEET ABOVE THE LEVEL OF THE
 BW0278'ROAD.  IT IS A STANDARD DISK STAMPED BOGUE NO 1 1946,
 BW0278'PROJECTING 2 INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 2 IS 350.95 FEET SOUTH OF THE STATION,
 BW0278'45 FEET WEST OF THE CENTER OF THE HIGHWAY, 138 FEET NORTH
 BW0278'OF THE CENTER OF THE ROAD LEADING WEST AND 7 FEET EAST OF A
 BW0278'FENCE LINE.  IT IS ON A ROAD BANK ABOUT 2 FEET ABOVE THE LEVEL
 BW0278'OF THE ROAD.  IT IS A STANDARD DISK, STAMPED BOGUE NO 2 1946,
 BW0278'PROJECTING 6 INCHES.
 BW0278'
 BW0278'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 46 FEET
 BW0278'EAST OF THE CENTER OF THE HIGHWAY, 21 FEET SOUTH OF A POWER
 BW0278'POLE, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 BW0278'WITH A CONCRETE BLOCK FOUNDATION, AND 1.5 FEET NORTHEAST OF
 BW0278'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BOGUE
 BW0278'1946, PROJECTING 8 INCHES.
 BW0278'
 BW0278'TO REACH THE STATION FROM THE BOGUE CITTO SCHOOL AND CROSSROAD
 BW0278'GO SOUTH ON U.S. HIGHWAY 51 FOR 0.3 MILE TO THE STATION
 BW0278'ON THE LEFT, CONTINUE SOUTH FOR 0.2 MILE TO THE AZIMUTH
 BW0278'MARK ON THE LEFT.
 BW0278'
 BW0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE
 BW0278'SOUTH OF BOGUE CHITTO
 BW0278
 BW0278                          STATION RECOVERY (1968)
 BW0278
 BW0278'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW0278'THE STATION WAS VISITED 1-4-68 AND THE STATION MARK, REFERENCE
 BW0278'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW0278'CONDITION.
 BW0278'
 BW0278'THE STATION IS LOCATED 0.3 MILE SOUTH OF BOGUE CHITTO AND
 BW0278'10 MILES SOUTH SOUTHWEST OF BROOKHAVEN, IN THE NORTHWEST,
 BW0278'1/4 OF SECTION 1, T 5N, R 7E AND ON PROPERTY OWNED BY MR. W.L.
 BW0278'PHILLIPS.  IT IS 49 FEET WEST OF THE CENTER OF HIGHWAY 51,
 BW0278'54 FEET SOUTH SOUTHWEST OF A FENCE CORNER, 145 FEET SOUTH
 BW0278'SOUTHWEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE PHILLIPS
 BW0278'HOUSE, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTHWEST OF A METAL
 BW0278'WITNESS POST.
 BW0278'
 BW0278'IT IS A STANDARD TRIANGULATION DISK, STAMPED BOGUE 1946 PROJECTING
 BW0278'6 INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 1 IS 125.33 FEET NORTHEAST OF THE STATION.
 BW0278'IT IS 48 FEET EAST OF THE CENTER OF HIGHWAY 51, 44 FEET SOUTH
 BW0278'OF A POWER LINE POLE WITH A TRANSFORMER, 65 FEET SOUTH OF THE
 BW0278'PROJECTED CENTER OF THE PHILLIPS DRIVEWAY AND 1 FOOT NORTH
 BW0278'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BW0278'NO 1 BOGUE 1946, PROJECTING 2 INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 2 IS 350.95 FEET SOUTH OF THE STATION.
 BW0278'IT IS 44 FEET WEST OF THE CENTER OF HIGHWAY 51, 76.5 FEET
 BW0278'NORTHEAST OF NORTHEAST CORNER OF BEAMANS GROCERY, 14 FEET
 BW0278'NORTHEAST OF A POWER LINE SERVICE POLE AND 138 FEET NORTH
 BW0278'OF THE CENTER OF A GRAVELED ROAD.  IT IS A STANDARD REFERENCE
 BW0278'MARK DISK STAMPED NO 2 BOGUE 1946 PROJECTING 12 INCHES.
 BW0278'
 BW0278'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS
 BW0278'46.5 FEET EAST OF THE CENTER OF HIGHWAY 51, 20.5 FEET SOUTH
 BW0278'OF A POWER LINE POLE WITH A TRANSFORMER, 40 FEET NORTHWEST
 BW0278'OF THE NORTHWEST CORNER OF A BUILDING WITH A CONCRETE BLOCK
 BW0278'FOUNDATION AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE STATION
 BW0278'IS VISIBLE FROM THE AZIMUTH MARK.  IT IS A STANDARD AZIMUTH
 BW0278'MARK DISK, STAMPED BOGUE 1946 PROJECTING 4 INCHES.
 BW0278'
 BW0278'TO REACH THE STATION FROM THE BOGUE CHITTO BRANCH OF THE
 BW0278'BROOKHAVEN BANK AND TRUST COMPANY IN BOGUE CHITTO GO SOUTH
 BW0278'ON U.S. HIGHWAY 51 FOR 0.2 MILE TO A CROSSROADS, CONTINUE
 BW0278'SOUTH ON U.S. HIGHWAY 51 FOR 0.25 MILE TO THE MARK ON THE
 BW0278'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH CONTINUE SOUTH ON
 BW0278'U.S. HIGHWAY 51 FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 BW0278'DESCRIBED.
 BW0278'
 BW0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE
 BW0278'SOUTH OF BOGUE CHITTO
 BW0278
 BW0278                          STATION RECOVERY (1968)
 BW0278
 BW0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW0278'THE STATION WAS VISITED 2-7-68 AND STATION MARK, AZIMUTH
 BW0278'MARK, AND R.M. NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BW0278'R.M. NO. 2 WAS REQUESTED MOVED AT THIS DATE AND R.M. NO. 2
 BW0278'WAS OBSTRUCTED FROM THE STATION AT THIS DATE.  R.M. NO. 3
 BW0278'WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BW0278'
 BW0278'THE STATION IS LOCATED 0.3 MILE SOUTH ALONG U.S. HIGHWAY
 BW0278'51 FROM THE BOGUE CHITTO SCHOOL AND CROSS ROADS ON PROPERTY
 BW0278'OWNED BY W.L. PHILLIPS.  THE STATION IS 49 FEET WEST OF THE
 BW0278'CENTERLINE OF U.S. HIGHWAY 51, 147 FEET SOUTH OF THE CENTERLINE
 BW0278'OF A DRIVEWAY TO HOUSE ON WEST SIDE OF ROAD, 54 FEET SOUTH
 BW0278'OF A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS POST AND
 BW0278'IN THE RIGHT-OF-WAY FENCE LINE AND ABOUT 4 FEET ABOVE THE
 BW0278'LEVEL OF THE ROAD.  IT IS A STANDARD TRIANGULATION STATION
 BW0278'DISK STAMPED BOGUE 1946, PROJECTING 6-INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 1 IS 125.33 FEET NORTHEAST OF STATION, 48
 BW0278'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 44 FEET SOUTH
 BW0278'OF A POWER POLE, 3 FEET ABOVE LEVEL OF ROAD, 1 FOOT NORTH OF
 BW0278'METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 BW0278'STAMPED BOGUE NO 1 1946, PROJECTING 6-INCHES.
 BW0278'
 BW0278'REFERENCE MARK NO. 3 IS 75.51 FEET SOUTH OF THE STATION, 1
 BW0278'FOOT EAST OF FENCE LINE, 1 FOOT NORTH OF METAL WITNESS POST, 49
 BW0278'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 129 FEET
 BW0278'SOUTH OF FENCE CORNER.  IT IS A STANDARD REFERENCE MARK DISK
 BW0278'STAMPED BOGUE 1946 NO 3 1968, PROJECTING 4-INCHES.
 BW0278'
 BW0278'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF STATION, 46.5 FEET EAST
 BW0278'OF THE CENTERLINE OF U.S. HIGHWAY 51, 40 FEET NORTHWEST OF
 BW0278'NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 10 FEET SOUTHWEST
 BW0278'OF THE CENTERLINE OF A DRIVEWAY, 21 FEET SOUTH OF A POWER
 BW0278'POLE WITH TRANSFORMER, 2 FEET WEST OF FENCE LINE AND RIGHT-OF-WAY
 BW0278'OF POLES, 1 FOOT SOUTHWEST OF METAL WITNESS POST.  IT IS A
 BW0278'STANDARD AZIMUTH MARK DISK STAMPED BOGUE 1946, PROJECTING
 BW0278'4-INCHES.
 BW0278'
 BW0278'TO REACH THE STATION FROM THE BOGUE CHITTO SCHOOL AND CROSS
 BW0278'ROADS IN BOGUE CHITTO, GO SOUTH ON U.S. HIGHWAY 51 FOR 0.3
 BW0278'MILE TO THE STATION ON THE RIGHT, CONTINUE SOUTH FOR 0.2
 BW0278'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BW0278'
 BW0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-0.3 MILE S OF
 BW0278'BOGUE CHITTO.
 BW0278
 BW0278                          STATION RECOVERY (1969)
 BW0278
 BW0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0278'THE STATION, R.M. 1 AND R.M. 3 AND THE AZIMUTH MARK WERE ALL
 BW0278'RECOVERED AND IN GOOD CONDITION.  R.M. 2 WAS FOUND PUSHED
 BW0278'OVER BY HEAVY EQUIPMENT AND THE DISK WAS REMOVED BY THIS
 BW0278'PARTY.
 BW0278'THE STATION MAY BE REACHED BY GOING 0.1 MILE WEST ALONG A
 BW0278'GRAVELED ROAD FROM THE BOGUE CHITTO PUBLIC SCHOOL, THENCE
 BW0278'0.3 MILE SOUTH ALONG U.S. HIGHWAY 51 TO STATION WEST OF
 BW0278'THE HIGHWAY.  THE STATION IS AT THE CREST OF A SMALL HILL,
 BW0278'482 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 BW0278'AND A GRAVELED ROAD LEADING EAST, 147 FEET SOUTH OF THE
 BW0278'CENTER LINE OF A DRIVEWAY TO RESIDENCE ON WEST SIDE OF
 BW0278'HIGHWAY, 49 FEET WEST OF THE CENTER LINE OF THE
 BW0278'HIGHWAY, 0.5 FOOT EAST OF A RIGHT-OF-WAY FENCE LINE, 1.5
 BW0278'FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF
 BW0278'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 BW0278'THE GROUND.  R.M. 1 IS AN AZIMUTH MARK DISK AND IS 125.3
 BW0278'FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE STATION
 BW0278'MARK, 183.8 FEET NORTHEAST OF AND A CROSS THE HIGHWAY FROM
 BW0278'R.M. 3 DESCRIBED, 48 FEET EAST OF THE CENTER LINE OF THE
 BW0278'HIGHWAY, 44 FEET SOUTH OF A POWER LINE POLE, 4 FEET ABOVE
 BW0278'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BW0278'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  R.M. 3
 BW0278'IS 75.2 FEET SOUTH OF THE STATION MARK, 49 FEET WEST OF
 BW0278'THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT EAST OF A FENCE LINE
 BW0278'ALONG THE WEST SIDE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A
 BW0278'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 BW0278'THE TOP OF A CONCRETE POST.  THE DISK IS STAMPED BOGUE 1946
 BW0278'NO 3 1968.
 BW0278'
 BW0278'THE AZIMUTH MARK IS 0.2 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM
 BW0278'THE STATION MARK.  46 FEET EAST OF THE CENTER LINE OF THE
 BW0278'HIGHWAY, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BW0278'RESIDENCE WITH A CONCRETE BLOCK FOUNDATION, 21 FEET SOUTH
 BW0278'OF A POWER LINE POLE, 1.5 FEET SOUTH OF A METAL WITNESS
 BW0278'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BW0278'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 BW0278'GROUND.
 BW0278'
 BW0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE SOUTH
 BW0278'OF BOGUE CHITTO
 BW0278
 BW0278                          STATION RECOVERY (1969)
 BW0278
 BW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0278'0.85 MI SW FROM BOGUE CHITTO.
 BW0278'ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0278'WOODEN OVERPASS AT BOGUE CHITTO, THENCE 0.5 MILE WEST ALONG A BLACK
 BW0278'TOP AND GRAVELED ROAD, THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD,
 BW0278'THENCE 0.05 MILE WEST ALONG A GRAVEL ROAD TO U. S. HIGHWAY 51, AT THE
 BW0278'CREST OF A SMALL HILL, 482 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 BW0278'THE HIGHWAY AND A GRAVEL ROAD LEADING EAST, 147 FEET SOUTH OF THE
 BW0278'CENTER LINE OF A DRIVEWAY TO A RESIDENCE ALONG WEST SIDE OF HIGHWAY,
 BW0278'49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT EAST OF A
 BW0278'RIGHT-OF-WAY FENCE LINE, 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BW0278'POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BW0278'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0278'NOTE-- THE STATION MAY BE REACHED BY GOING 0.1 MILE WEST ALONG A
 BW0278'GRAVEL ROAD FROM THE BOGUE CHITTO SCHOOL, THENCE 0.3 MILE SOUTH ALONG
 BW0278'U. S. HIGHWAY 51 TO STATION ON RIGHT.  1/4, SEC 1, T 5N, R 7E.
 BW0278
 BW0278                          STATION RECOVERY (1970)
 BW0278
 BW0278'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW0278'STATION RECOVERED BY MISSISSIPPI STATE UNIVERSITY.
 BW0278'
 BW0278'THE STATION WAS VISITED 21 MAY 1970 AND ALL MARKS WERE RECOVERED
 BW0278'AS DESCRIBED BY AKH 1968 WITH THE FOLLOWING EXCEPTIONS--(1) NO
 BW0278'FENCE BY AZIMUTH MARK
 BW0278'
 BW0278'(2) THE O IN BOGUE FOR R.M. 3 IS ACTUALLY A G UP-SIDE-DOWN
 BW0278'
 BW0278'NOTE--THESE MARKS ARE B.M.S ALSO
 BW0278
 BW0278                          STATION RECOVERY (1992)
 BW0278
 BW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0278'15.3 KM (9.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0278'THE JUNCTION OF STATE HIGHWAY 550 IN BROOKHAVEN, THENCE 0.05 KM
 BW0278'(0.05 MI) WESTERLY ALONG YELLOW PINE STREET, THENCE 0.1 KM (0.05 MI)
 BW0278'NORTHERLY ALONG WEST RAILROAD AVENUE, THENCE 0.9 KM (0.55 MI) WESTERLY
 BW0278'ALONG MONTICELLO STREET, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG U.S.
 BW0278'HIGHWAY 51, 147.0 M (482.3 FT) NORTH OF THE EXTENDED CENTER OF A
 BW0278'DRIVEWAY, 44.8 M (147.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 38.2 M
 BW0278'(125.3 FT) SOUTHWEST OF REFERENCE MARK 1, 23.0 M (75.5 FT) NORTH OF
 BW0278'REFERENCE MARK 3, 15.0 M (49.2 FT) WEST OF THE HIGHWAY CENTERLINE,
 BW0278'1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 BW0278'SOUTH-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.13 M
 BW0278'(0.43 FT) ABOVE THE GROUND SURFACE.
 BW0278
 BW0278                          STATION RECOVERY (2000)
 BW0278
 BW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0278'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1969 ***********************************************************************
 DK1969  DESIGNATION -  BOGUE
 DK1969  PID         -  DK1969
 DK1969  STATE/COUNTY-  MS/BOLIVAR
 DK1969  USGS QUAD   -  LOBDELL (1967)
 DK1969
 DK1969                         *CURRENT SURVEY CONTROL
 DK1969  ___________________________________________________________________
 DK1969* NAD 83(1993)-  33 43 05.79415(N)    090 53 17.58473(W)     ADJUSTED  
 DK1969* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 DK1969  ___________________________________________________________________
 DK1969  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DK1969  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1969  HORZ ORDER  -  FIRST
 DK1969
 DK1969.The horizontal coordinates were established by classical geodetic methods
 DK1969.and adjusted by the National Geodetic Survey in May 1994.
 DK1969
 DK1969.The orthometric height was scaled from a topographic map.
 DK1969
 DK1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1969
 DK1969.The geoid height was determined by GEOID03.
 DK1969
 DK1969;                    North         East     Units Scale Factor Converg.
 DK1969;SPC MS W     -   467,838.259   648,570.750   MT  0.99998259   -0 18 28.9
 DK1969;SPC MS W     - 1,534,899.35  2,127,852.54   sFT  0.99998259   -0 18 28.9
 DK1969;UTM  15      - 3,732,922.032   695,677.074   MT  1.00007205   +1 10 21.5
 DK1969
 DK1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1969!SPC MS W     -   0.99999775  x   0.99998259  =   0.99998034
 DK1969!UTM  15      -   0.99999775  x   1.00007205  =   1.00006980
 DK1969
 DK1969|---------------------------------------------------------------------|
 DK1969| PID    Reference Object                     Distance      Geod. Az  |
 DK1969|                                                           dddmmss.s |
 DK1969| CY5307 BOGUE RM 3                           77.096 METERS 10021     |
 DK1969| CY5304 BOGUE AZ MK                                        1143942.6 |
 DK1969| CY5305 BOGUE RM 1                                         18847     |
 DK1969| CY5306 BOGUE RM 2                          206.201 METERS 30021     |
 DK1969|---------------------------------------------------------------------|
 DK1969
 DK1969                          SUPERSEDED SURVEY CONTROL
 DK1969
 DK1969  NAD 83(1986)-  33 43 05.80350(N)    090 53 17.58073(W) AD(       ) 1
 DK1969  NAD 27      -  33 43 05.39800(N)    090 53 17.21200(W) AD(       ) 1
 DK1969
 DK1969.Superseded values are not recommended for survey control.
 DK1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1969.See file dsdata.txt to determine how the superseded data were derived.
 DK1969
 DK1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9567732922(NAD 83)
 DK1969_MARKER: DS = TRIANGULATION STATION DISK
 DK1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1969
 DK1969  HISTORY     - Date     Condition        Report By
 DK1969  HISTORY     - 1929     MONUMENTED       CGS
 DK1969  HISTORY     - 1935     GOOD             CGS
 DK1969  HISTORY     - 1957     GOOD             CGS
 DK1969  HISTORY     - 1966     GOOD             USGS
 DK1969  HISTORY     - 1974     MARK NOT FOUND   NGS
 DK1969
 DK1969                          STATION DESCRIPTION
 DK1969
 DK1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK1969'ABOUT 8 MILES, BY ROAD, SOUTH-SOUTHWEST OF PACE ON THE BOGUE, ON
 DK1969'LAND OWNED BY MRS. F.C. JONES OF SHERRILL, ARK., AND LEASED
 DK1969'BY J.L. NEWMAN, OF PACE.  TO REACH FROM RAILROAD STATION
 DK1969'IN PACE GO 0.1 MILE SOUTHEAST ON MAIN STREET TO GRAVEL ROAD,
 DK1969'TURN RIGHT AND GO 5.3 MILES ALONG EAST SIDE OF BAYOU TO FORK,
 DK1969'TAKE LEFT FORK (RIGHT CROSSES BRIDGE) AND CONTINUE ALONG
 DK1969'EAST SIDE OF BAYOU 1.7 MILES TO ANOTHER FORK, TAKE RIGHT
 DK1969'FORK (DIRT PLANTATION ROAD) 0.9 MILE TO STATION WHICH IS 18
 DK1969'FEET SOUTH OF CENTER LINE OF PLANTATION ROAD, 18 FEET
 DK1969'SOUTHWEST OF SOUTHWEST CORNER OF COTTON SHED AT A Y IN ROAD.
 DK1969'ONE FORK OF Y GOES WEST ALONG BAYOU AND OTHER SOUTH TO
 DK1969'NEGRO HOUSES.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 DK1969'STATION DISKS IN CONCRETE.  REFERENCE
 DK1969'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 DK1969'NO. 1 IS ON EAST SIDE OF ROAD, IN NORTHEAST CORNER OF
 DK1969'NEGRO YARD, AND 0.4 MILE FROM STATION,
 DK1969'S 8 DEG 47 MIN 09 SEC W.  NO. 2 IS 20 FEET NORTH OF CENTER LINE
 DK1969'OF ROAD ON BANK OF BAYOU, AND 208.49 METERS (684.0
 DK1969'FEET) FROM STATION, N 59 DEG 39 MIN 09 SEC W.
 DK1969
 DK1969                          STATION RECOVERY (1935)
 DK1969
 DK1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK1969'STATION AND BOTH REFERENCE MARKS RECOVERED AND FOUND IN
 DK1969'GOOD CONDITION.
 DK1969'
 DK1969'REFERENCE MARK NO. 1 IS 5 FEET W OF CENTER LINE OF ROAD.
 DK1969'
 DK1969'REFERENCE MARK NO. 2 IS 5 FEET N OF CENTER LINE OF ROAD AND
 DK1969'IN FENCE LINE ALONG EDGE OF THE BOGUE.
 DK1969'
 DK1969'THE DIRT PLANTATION ROAD IN THE ORIGINAL DESCRIPTION IS
 DK1969'THE ONE THAT FOLLOWS THE BANK OF THE BOGUE.
 DK1969
 DK1969                          STATION RECOVERY (1957)
 DK1969
 DK1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1969'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 DK1969'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1
 DK1969'WAS FOUND TO BE IN POOR CONDITION, AND WAS DESTROYED.
 DK1969'A NEW REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE
 DK1969'SET.
 DK1969'
 DK1969'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS
 DK1969'ABOUT 9-1/2 MILES WEST OF BOYLE, 5-1/2 MILES SOUTH-SOUTHWEST
 DK1969'OF PACE AND ON THE SOUTH BANK OF THE BOGUE, IN SECTION
 DK1969'26, T 22 N, R 7 W, AND ON LAND OWNED BY MR. DOUGLAS VARDAMAN.
 DK1969'
 DK1969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 DK1969'HIGHWAY 446, AT THE EAST EDGE OF BOYLE, GO WEST ON HIGHWAY
 DK1969'446 FOR 4.1 MILES TO THE VILLAGE OF SKENE.  CONTINUE WEST
 DK1969'ON HIGHWAY FOR 4.75 MILES TO A SIDE ROAD ON THE RIGHT, JUST
 DK1969'AFTER PASSING A CHURCH ON THE RIGHT.  TURN RIGHT, GO NORTHWEST
 DK1969'ON THE TRACK ROAD FOR 0.75 MILE TO A REVERSE Y ROAD FORK.
 DK1969'TURN LEFT AND FOLLOW THE FIELD ROAD ALONG THE SOUTH SIDE
 DK1969'OF THE BOGUE FOR 0.45 MILE TO A ROAD FORK AND THE AZIMUTH
 DK1969'MARK ON THE RIGHT.  TAKE RIGHT FORK, ALONG THE SOUTH SIDE
 DK1969'OF THE BOGUE FOR 0.45 MILE TO THE STATION ON THE LEFT.
 DK1969'
 DK1969'STATION MARK IS A STANDARD DISK STAMPED BOGUE 1929, SET IN
 DK1969'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 DK1969'60 FEET SOUTH-SOUTHWEST OF A LARGE PECAN TREE AND 15 FEET
 DK1969'SOUTH OF THE CENTER OF FIELD ROAD.
 DK1969'
 DK1969'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOGUE NO 2
 DK1969'1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DK1969'IT IS ABOUT 20 FEET SOUTH OF THE WATER LINE OF THE RIVER AND 10
 DK1969'FEET NORTH OF THE CENTER OF FIELD ROAD.
 DK1969'
 DK1969'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOGUE NO 3
 DK1969'1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 DK1969'IT IS ABOUT 30 FEET SOUTH OF THE WATER LINE OF THE RIVER AND
 DK1969'10 FEET NORTH OF THE CENTER OF FIELD ROAD.
 DK1969'
 DK1969'AZIMUTH MARK IS A STANDARD DISK STAMPED BOGUE 1929, SET IN
 DK1969'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 31
 DK1969'FEET EAST-SOUTHEAST OF THE JUNCTION OF ROAD FORK, 28 FEET
 DK1969'NORTH OF A TRIANGULAR BLAZE ON THE SOUTH SIDE OF A 10-INCH
 DK1969'TREE AND 15 FEET EAST-NORTHEAST OF THE CENTER OF FIELD ROAD.
 DK1969'A STANDARD WITNESS POST WAS SET 2 FEET EAST-SOUTHEAST OF MARK.
 DK1969'
 DK1969'NOTE--A 103 FT. TOWER WAS USED.
 DK1969
 DK1969                          STATION RECOVERY (1966)
 DK1969
 DK1969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DK1969'STATION WAS FOUND IN GOOD CONDITION.
 DK1969'
 DK1969'AZIMUTH MARK WAS FOUND LYING AT SITE IN BROKEN PIECE OF
 DK1969'CONCRETE.  TABLET WAS REMOVED.
 DK1969
 DK1969                          STATION RECOVERY (1974)
 DK1969
 DK1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1969'THE STATION SITE WAS VISITED 3-8-74 AND THE STATION MARK,
 DK1969'REFERENCE MARKS NO. 2 OR NO. 3 AND THE AZIMUTH MARK WERE NOT
 DK1969'FOUND.  THE ENTIRE AREA IS NOW UNDER CULTIVATION AS A
 DK1969'LARGE FIELD.  THE BAYOU MENTIONED IN PREVIOUS DESCRIPTION
 DK1969'HAS BEEN FILLED IN AND IS NOW PART OF THE FIELD.  THE LAND
 DK1969'HAS BEEN LEVELED WITH THE LARGE LAND LEVELERS USED IN THE
 DK1969'AREA AND IT IS DOUBTFUL THAT THE UNDERGROUND MARK WOULD STILL
 DK1969'BE INTACT.
 DK1969'
 DK1969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 DK1969'WEST OF BOYLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2449 ***********************************************************************
 BH2449  DESIGNATION -  BOGUE
 BH2449  PID         -  BH2449
 BH2449  STATE/COUNTY-  MS/GEORGE
 BH2449  USGS QUAD   -  LUCEDALE (1982)
 BH2449
 BH2449                         *CURRENT SURVEY CONTROL
 BH2449  ___________________________________________________________________
 BH2449* NAD 83(1993)-  30 53 51.79769(N)    088 32 58.70635(W)     ADJUSTED  
 BH2449* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BH2449  ___________________________________________________________________
 BH2449  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2449  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH2449  HORZ ORDER  -  SECOND
 BH2449
 BH2449.The horizontal coordinates were established by classical geodetic methods
 BH2449.and adjusted by the National Geodetic Survey in May 1994.
 BH2449
 BH2449.The orthometric height was scaled from a topographic map.
 BH2449
 BH2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2449
 BH2449.The geoid height was determined by GEOID03.
 BH2449
 BH2449;                    North         East     Units Scale Factor Converg.
 BH2449;SPC MS E     -   154,972.316   327,121.431   MT  0.99995907   +0 08 44.4
 BH2449;SPC MS E     -   508,438.34  1,073,230.89   sFT  0.99995907   +0 08 44.4
 BH2449;UTM  16      - 3,419,295.635   351,895.653   MT  0.99987058   -0 47 45.2
 BH2449
 BH2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2449!SPC MS E     -   0.99999129  x   0.99995907  =   0.99995036
 BH2449!UTM  16      -   0.99999129  x   0.99987058  =   0.99986187
 BH2449
 BH2449:                Primary Azimuth Mark                     Grid Az
 BH2449:SPC MS E     -  QUIN                                     129 08 50.0
 BH2449:UTM  16      -  QUIN                                     130 05 19.6
 BH2449
 BH2449|---------------------------------------------------------------------|
 BH2449| PID    Reference Object                     Distance      Geod. Az  |
 BH2449|                                                           dddmmss.s |
 BH2449| BH2443 QUIN                                APPROX. 3.4 KM 1291734.4 |
 BH2449| BH2445 QUIN D 1921                         394.432 METERS 21733     |
 BH2449| BH2444 BOGUE A 1921                        462.465 METERS 2764652.7 |
 BH2449|---------------------------------------------------------------------|
 BH2449
 BH2449                          SUPERSEDED SURVEY CONTROL
 BH2449
 BH2449  NAD 83(1993)-  30 53 51.80221(N)    088 32 58.70455(W) AD(       ) 2
 BH2449  NAD 83(1986)-  30 53 51.81658(N)    088 32 58.70654(W) AD(       ) 2
 BH2449  NAD 27      -  30 53 51.14800(N)    088 32 58.63100(W) AD(       ) 2
 BH2449
 BH2449.Superseded values are not recommended for survey control.
 BH2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2449.See file dsdata.txt to determine how the superseded data were derived.
 BH2449
 BH2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5189619296(NAD 83)
 BH2449_MARKER: DS = TRIANGULATION STATION DISK
 BH2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2449
 BH2449  HISTORY     - Date     Condition        Report By
 BH2449  HISTORY     - 1921     MONUMENTED       CGS
 BH2449  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2449  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2449
 BH2449                          STATION DESCRIPTION
 BH2449
 BH2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2449'STATION IS 3-1/2 MILES S OF LUCEDALE ON E (RIGHT) SIDE OF TRACK, ON
 BH2449'LONG RIDGE RUNNING PARALLEL WITH TRACK, ABOUT 300 METERS FROM THE
 BH2449'TRACK, ABOUT 650 METERS DUE SE OF A AND M RAILROAD WATER TANK, 300
 BH2449'METERS N OF MAIN E AND W ROAD, AND 5 METERS NW OF W RAILROAD
 BH2449'CROSSING RUNNING ALONG RIDGE.
 BH2449'
 BH2449'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2449'SET IN CONCRETE.
 BH2449'
 BH2449'REFERENCE MARKS ARE ON OPPOSITE SIDE OF W RAILROAD CROSSING.
 BH2449'REFERENCE MARK NO. 1 DUE E FROM STATION, REFERENCE MARK NO. 2 SE.
 BH2449
 BH2449                          STATION RECOVERY (1971)
 BH2449
 BH2449'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2449'THE STATION WAS VISITED 8-18-71 AND THE STATION MARK, REFERENCE MARK,
 BH2449'NO. 1, NO. 2, WERE NOT FOUND.  THE DESCRIPTION IS INADEQUATE.
 BH2449'
 BH2449'THE STATION IS 3-1/2 MILES SOUTH OF LUCEDALE ON THE EAST (RIGHT) SIDE
 BH2449'OF THE TRACK, ON THE LONG RIDGE RUNNING PARALLEL WITH THE TRACK,
 BH2449'ABOUT 300 METERS FROM THE TRACK, ABOUT 650 METERS DUE SOUTHEAST OF
 BH2449'THE A AND M RAILROAD WATER TANK, 300 METERS NORTH OF THE MAIN EAST
 BH2449'AND WEST ROAD, AND 5 METERS NORTHWEST OF THE WEST RAILROAD CROSSING
 BH2449'RUNNING ALONG THE RIDGE.
 BH2449'
 BH2449'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2449'SET IN CONCRETE.
 BH2449'
 BH2449'REFERENCE MARKS ARE ON THE OPPOSITE SIDE OF THE WEST RAILROAD
 BH2449'CROSSING.  REFERENCE MARK NO. 1 IS DUE EAST FROM THE STATION,
 BH2449'REFERENCE MARK NO. 2 IS SOUTHEAST.
 BH2449
 BH2449                          STATION RECOVERY (1978)
 BH2449
 BH2449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH2449'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0281 ***********************************************************************
 BW0281  DESIGNATION -  BOGUE AZ MK
 BW0281  PID         -  BW0281
 BW0281  STATE/COUNTY-  MS/LINCOLN
 BW0281  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0281
 BW0281                         *CURRENT SURVEY CONTROL
 BW0281  ___________________________________________________________________
 BW0281* NAD 83(1986)-  31 25 55.     (N)    090 27 36.     (W)     SCALED    
 BW0281* NAVD 88     -       133.135  (meters)     436.79   (feet)  ADJUSTED  
 BW0281  ___________________________________________________________________
 BW0281  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0281  DYNAMIC HT  -         132.972 (meters)     436.26  (feet)  COMP
 BW0281  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BW0281
 BW0281  VERT ORDER  -  FIRST     CLASS I
 BW0281
 BW0281.The horizontal coordinates were scaled from a topographic map and have
 BW0281.an estimated accuracy of +/- 6 seconds.
 BW0281
 BW0281.The orthometric height was determined by differential leveling
 BW0281.and adjusted in June 1991.
 BW0281
 BW0281.The geoid height was determined by GEOID03.
 BW0281
 BW0281.The dynamic height is computed by dividing the NAVD 88
 BW0281.geopotential number by the normal gravity value computed on the
 BW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0281.degrees latitude (g = 980.6199 gals.).
 BW0281
 BW0281.The modeled gravity was interpolated from observed gravity values.
 BW0281
 BW0281;                    North         East    Units  Estimated Accuracy
 BW0281;SPC MS W     -   214,170.      687,960.      MT  (+/- 180 meters Scaled)
 BW0281
 BW0281                          SUPERSEDED SURVEY CONTROL
 BW0281
 BW0281  NGVD 29 (??/??/??)  133.129  (m)          436.77   (f) ADJUSTED    1 1
 BW0281
 BW0281.Superseded values are not recommended for survey control.
 BW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0281.See file dsdata.txt to determine how the superseded data were derived.
 BW0281
 BW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414802(NAD 83)
 BW0281_MARKER: DZ = AZIMUTH MARK DISK
 BW0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0281_SP_SET: CONCRETE POST
 BW0281_STAMPING: BOGUE 1946
 BW0281_MARK LOGO: CGS   
 BW0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0281+STABILITY: SURFACE MOTION
 BW0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0281+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 BW0281
 BW0281  HISTORY     - Date     Condition        Report By
 BW0281  HISTORY     - 1946     MONUMENTED       CGS
 BW0281  HISTORY     - 1969     GOOD             NGS
 BW0281  HISTORY     - 19920612 GOOD             NGS
 BW0281
 BW0281                          STATION DESCRIPTION
 BW0281
 BW0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0281'0.6 MI S FROM BOGUE CHITTO.
 BW0281'ABOUT 0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE BOGUE CHITTO SCHOOL
 BW0281'AT BOGUE CHITTO, THENCE 0.5 MILE SOUTH ALONG U. S. HIGHWAY 51, 46 FEET
 BW0281'EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE
 BW0281'NORTHWEST CORNER OF A RESIDENCE WITH A CONCRETE BLOCK FOUNDATION, 21
 BW0281'FEET SOUTH OF A POWER LINE POLE, 1.5 FEET SOUTH OF A METAL WITNESS
 BW0281'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BW0281'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 1, T
 BW0281'5N, R 7E.
 BW0281
 BW0281                          STATION RECOVERY (1992)
 BW0281
 BW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0281'15.3 KM (9.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0281'THE JUNCTION OF STATE HIGHWAY 550 IN BROOKHAVEN, THENCE 0.05 KM
 BW0281'(0.05 MI) WESTERLY ALONG YELLOW PINE STREET, THENCE 0.1 KM (0.05 MI)
 BW0281'NORTHERLY ALONG WEST RAILROAD AVENUE, THENCE 0.9 KM (0.55 MI) WESTERLY
 BW0281'ALONG MONTICELLO STREET, THENCE 0.8 KM (0.50 MI) SOUTHWESTERLY ALONG
 BW0281'U.S. HIGHWAY 51, 14.1 M (46.3 FT) EAST OF THE HIGHWAY CENTERLINE,
 BW0281'13.8 M (45.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 11.1 M
 BW0281'(36.4 FT) EAST OF THE CENTER OF PETERS STREET, 6.4 M (21.0 FT) SOUTH
 BW0281'OF UTILITY POLE NUMBER 12, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST,
 BW0281'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 BW0281'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0550 ***********************************************************************
 DK0550  DESIGNATION -  BOGUE BOLT
 DK0550  PID         -  DK0550
 DK0550  STATE/COUNTY-  MS/BOLIVAR
 DK0550  USGS QUAD   -  BEULAH (1969)
 DK0550
 DK0550                         *CURRENT SURVEY CONTROL
 DK0550  ___________________________________________________________________
 DK0550* NAD 83(1986)-  33 48 45.     (N)    090 59 11.     (W)     SCALED    
 DK0550* NAVD 88     -        44.571  (meters)     146.23   (feet)  ADJUSTED  
 DK0550  ___________________________________________________________________
 DK0550  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0550  DYNAMIC HT  -          44.525 (meters)     146.08  (feet)  COMP
 DK0550  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DK0550
 DK0550  VERT ORDER  -  FIRST     CLASS I
 DK0550
 DK0550.The horizontal coordinates were scaled from a topographic map and have
 DK0550.an estimated accuracy of +/- 6 seconds.
 DK0550
 DK0550.The orthometric height was determined by differential leveling
 DK0550.and adjusted in June 1991.
 DK0550
 DK0550.The geoid height was determined by GEOID03.
 DK0550
 DK0550.The dynamic height is computed by dividing the NAVD 88
 DK0550.geopotential number by the normal gravity value computed on the
 DK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0550.degrees latitude (g = 980.6199 gals.).
 DK0550
 DK0550.The modeled gravity was interpolated from observed gravity values.
 DK0550
 DK0550;                    North         East    Units  Estimated Accuracy
 DK0550;SPC MS W     -   478,340.      639,540.      MT  (+/- 180 meters Scaled)
 DK0550
 DK0550                          SUPERSEDED SURVEY CONTROL
 DK0550
 DK0550  NGVD 29 (??/??/??)   44.638  (m)          146.45   (f) ADJUSTED    1 1
 DK0550
 DK0550.Superseded values are not recommended for survey control.
 DK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0550.See file dsdata.txt to determine how the superseded data were derived.
 DK0550
 DK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT863431(NAD 83)
 DK0550_MARKER: B = BOLT
 DK0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0550
 DK0550  HISTORY     - Date     Condition        Report By
 DK0550  HISTORY     - UNK      MONUMENTED       USE
 DK0550  HISTORY     - 1974     GOOD             NGS
 DK0550  HISTORY     - 19920127 MARK NOT FOUND   NGS
 DK0550
 DK0550                          STATION DESCRIPTION
 DK0550
 DK0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0550'1.60 MI NE FROM BEULAH.
 DK0550'ABOUT 1.60 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 DK0550'AND PAVED INTERSECTION AT BEULAH.  ALSO, 3.95 MILES SOUTHEAST OF
 DK0550'ROSEDALE, IN THE YARD OF AN OLD FRAME HOUSE, ABOUT 1,000 FEET
 DK0550'NORTHWEST OF A COUNTRY CHURCH, 52.6 FEET NORTHEAST OF THE CENTER LINE
 DK0550'OF THE HIGHWAY, 54.6 FEET EAST OF AN UNDERGROUND CABLE MARKER BOX AND
 DK0550'POWER POLE, 17.5 FEET NORTHEAST OF A 9-INCH LOCUST TREE, 10 FEET
 DK0550'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, A COPPER BOLT SET IN T
 DK0550'TOP OF A STONE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUG
 DK0550'AN IRON PIPE PROJECTING 1.2 FOOT AND BEARING A USE CAP STAMPED
 DK0550'BOGUE MSL 1944.
 DK0550
 DK0550                          STATION RECOVERY (1992)
 DK0550
 DK0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0550'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0277 ***********************************************************************
 BW0277  DESIGNATION -  BOGUE RM 1
 BW0277  PID         -  BW0277
 BW0277  STATE/COUNTY-  MS/LINCOLN
 BW0277  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0277
 BW0277                         *CURRENT SURVEY CONTROL
 BW0277  ___________________________________________________________________
 BW0277* NAD 83(1986)-  31 26 05.     (N)    090 27 34.     (W)     SCALED    
 BW0277* NAVD 88     -       136.635  (meters)     448.28   (feet)  ADJUSTED  
 BW0277  ___________________________________________________________________
 BW0277  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0277  DYNAMIC HT  -         136.467 (meters)     447.73  (feet)  COMP
 BW0277  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 BW0277
 BW0277  VERT ORDER  -  FIRST     CLASS I
 BW0277
 BW0277.The horizontal coordinates were scaled from a topographic map and have
 BW0277.an estimated accuracy of +/- 6 seconds.
 BW0277
 BW0277.The orthometric height was determined by differential leveling
 BW0277.and adjusted in June 1991.
 BW0277
 BW0277.The geoid height was determined by GEOID03.
 BW0277
 BW0277.The dynamic height is computed by dividing the NAVD 88
 BW0277.geopotential number by the normal gravity value computed on the
 BW0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0277.degrees latitude (g = 980.6199 gals.).
 BW0277
 BW0277.The modeled gravity was interpolated from observed gravity values.
 BW0277
 BW0277;                    North         East    Units  Estimated Accuracy
 BW0277;SPC MS W     -   214,480.      688,010.      MT  (+/- 180 meters Scaled)
 BW0277
 BW0277                          SUPERSEDED SURVEY CONTROL
 BW0277
 BW0277  NGVD 29 (??/??/??)  136.629  (m)          448.26   (f) ADJUSTED    1 1
 BW0277
 BW0277.Superseded values are not recommended for survey control.
 BW0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0277.See file dsdata.txt to determine how the superseded data were derived.
 BW0277
 BW0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414805(NAD 83)
 BW0277_MARKER: DZ = AZIMUTH MARK DISK
 BW0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0277_SP_SET: CONCRETE POST
 BW0277_STAMPING: BOGUE NO 1 1946
 BW0277_MARK LOGO: CGS   
 BW0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0277+STABILITY: SURFACE MOTION
 BW0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0277+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 BW0277
 BW0277  HISTORY     - Date     Condition        Report By
 BW0277  HISTORY     - 1946     MONUMENTED       CGS
 BW0277  HISTORY     - 1969     GOOD             NGS
 BW0277  HISTORY     - 19920612 GOOD             NGS
 BW0277
 BW0277                          STATION DESCRIPTION
 BW0277
 BW0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0277'0.4 MI S FROM BOGUE CHITTO.
 BW0277'ABOUT 0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE BOGUE CHITTO SCHOOL
 BW0277'AT BOGUE CHITTO, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 51, ABOUT
 BW0277'0.1 MILE NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING EAST, 48
 BW0277'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET SOUTH OF THE
 BW0277'EXTENDED CENTER LINE OF A DRIVEWAY LEADING WEST, 44 FEET SOUTH OF A
 BW0277'POWER LINE POLE, 183.8 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 BW0277'RM 3 DESCRIBED, 125.3 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 BW0277'THE STATION MARK DESCRIBED, 1.5 FEET NORTHWEST OF A METAL WITNESS
 BW0277'POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BW0277'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND. 1/4,
 BW0277'SEC 1, T 5N, R 7E.
 BW0277
 BW0277                          STATION RECOVERY (1992)
 BW0277
 BW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0277'15.3 KM (9.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0277'THE JUNCTION OF STATE HIGHWAY 550 IN BROOKHAVEN, THENCE 0.05 KM
 BW0277'(0.05 MI) WESTERLY ALONG YELLOW PINE STREET, THENCE 0.1 KM (0.05 MI)
 BW0277'NORTHERLY ALONG WEST RAILROAD AVENUE, THENCE 0.9 KM (0.55 MI) WESTERLY
 BW0277'ALONG MONTICELLO STREET, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG U.S.
 BW0277'HIGHWAY 51, 38.2 M (125.3 FT) NORTHEAST OF TRIANGULATION STATION
 BW0277'BOGUE, 18.9 M (62.0 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY,
 BW0277'14.7 M (48.2 FT) EAST OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT)
 BW0277'SOUTH-SOUTHWEST OF A UTILITY POLE WITH 3 GUY CABLES AND A TRANSFORMER,
 BW0277'1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 BW0277'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE
 BW0277'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0280 ***********************************************************************
 BW0280  DESIGNATION -  BOGUE RM 3
 BW0280  PID         -  BW0280
 BW0280  STATE/COUNTY-  MS/LINCOLN
 BW0280  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0280
 BW0280                         *CURRENT SURVEY CONTROL
 BW0280  ___________________________________________________________________
 BW0280* NAD 83(1986)-  31 26 05.     (N)    090 27 34.     (W)     SCALED    
 BW0280* NAVD 88     -       136.564  (meters)     448.04   (feet)  ADJUSTED  
 BW0280  ___________________________________________________________________
 BW0280  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0280  DYNAMIC HT  -         136.397 (meters)     447.50  (feet)  COMP
 BW0280  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 BW0280
 BW0280  VERT ORDER  -  FIRST     CLASS I
 BW0280
 BW0280.The horizontal coordinates were scaled from a topographic map and have
 BW0280.an estimated accuracy of +/- 6 seconds.
 BW0280
 BW0280.The orthometric height was determined by differential leveling
 BW0280.and adjusted in June 1991.
 BW0280
 BW0280.The geoid height was determined by GEOID03.
 BW0280
 BW0280.The dynamic height is computed by dividing the NAVD 88
 BW0280.geopotential number by the normal gravity value computed on the
 BW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0280.degrees latitude (g = 980.6199 gals.).
 BW0280
 BW0280.The modeled gravity was interpolated from observed gravity values.
 BW0280
 BW0280;                    North         East    Units  Estimated Accuracy
 BW0280;SPC MS W     -   214,480.      688,010.      MT  (+/- 180 meters Scaled)
 BW0280
 BW0280                          SUPERSEDED SURVEY CONTROL
 BW0280
 BW0280  NGVD 29 (??/??/??)  136.558  (m)          448.02   (f) ADJUSTED    1 1
 BW0280
 BW0280.Superseded values are not recommended for survey control.
 BW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0280.See file dsdata.txt to determine how the superseded data were derived.
 BW0280
 BW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414805(NAD 83)
 BW0280_MARKER: DR = REFERENCE MARK DISK
 BW0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0280_SP_SET: CONCRETE POST
 BW0280_STAMPING: BOGUE 1946 NO 3 1968
 BW0280_MARK LOGO: CGS   
 BW0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0280+STABILITY: SURFACE MOTION
 BW0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0280+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 BW0280
 BW0280  HISTORY     - Date     Condition        Report By
 BW0280  HISTORY     - 1968     MONUMENTED       CGS
 BW0280  HISTORY     - 1969     GOOD             NGS
 BW0280  HISTORY     - 19920612 GOOD             NGS
 BW0280
 BW0280                          STATION DESCRIPTION
 BW0280
 BW0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0280'0.4 MI S FROM BOGUE CHITTO.
 BW0280'ABOUT 0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE BOGUE CHITTO SCHOOL
 BW0280'AT BOGUE CHITTO, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 51, 407
 BW0280'FEET NORTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED
 BW0280'ROAD LEADING EAST, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BW0280'75.5 FEET SOUTH OF THE STATION MARK DESCRIBED, 0.5 FOOT EAST OF A
 BW0280'FENCE LINE ON WEST SIDE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A METAL
 BW0280'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BW0280'CONCRETE POST PROJECTING 4 INCHES.
 BW0280
 BW0280                          STATION RECOVERY (1992)
 BW0280
 BW0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0280'15.3 KM (9.50 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0280'THE JUNCTION OF STATE HIGHWAY 550 IN BROOKHAVEN, THENCE 0.05 KM
 BW0280'(0.05 MI) WESTERLY ALONG YELLOW PINE STREET, THENCE 0.1 KM (0.05 MI)
 BW0280'NORTHERLY ALONG WEST RAILROAD AVENUE, THENCE 0.9 KM (0.55 MI) WESTERLY
 BW0280'ALONG MONTICELLO STREET, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG U.S.
 BW0280'HIGHWAY 51, 124.0 M (406.8 FT) NORTH OF THE EXTENDED CENTER OF A
 BW0280'DRIVEWAY, 23.0 M (75.5 FT) SOUTH OF TRIANGULATION STATION BOGUE, 15.0
 BW0280'M (49.2 FT) WEST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) SOUTHWEST
 BW0280'OF UTILITY POLE NUMBER 8 1/2 WITH 3 GUY CABLES, 0.5 M (1.6 FT) NORTH
 BW0280'OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 BW0280'THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0661 ***********************************************************************
 DJ0661  DESIGNATION -  BOLT 4
 DJ0661  PID         -  DJ0661
 DJ0661  STATE/COUNTY-  MS/LOWNDES
 DJ0661  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0661
 DJ0661                         *CURRENT SURVEY CONTROL
 DJ0661  ___________________________________________________________________
 DJ0661* NAD 83(1986)-  33 18 07.     (N)    088 37 02.     (W)     SCALED    
 DJ0661* NAVD 88     -        95.646  (meters)     313.80   (feet)  ADJUSTED  
 DJ0661  ___________________________________________________________________
 DJ0661  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0661  DYNAMIC HT  -          95.542 (meters)     313.46  (feet)  COMP
 DJ0661  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DJ0661
 DJ0661  VERT ORDER  -  FIRST     CLASS II
 DJ0661
 DJ0661.The horizontal coordinates were scaled from a topographic map and have
 DJ0661.an estimated accuracy of +/- 6 seconds.
 DJ0661
 DJ0661.The orthometric height was determined by differential leveling
 DJ0661.and adjusted in June 1991.
 DJ0661
 DJ0661.The geoid height was determined by GEOID03.
 DJ0661
 DJ0661.The dynamic height is computed by dividing the NAVD 88
 DJ0661.geopotential number by the normal gravity value computed on the
 DJ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0661.degrees latitude (g = 980.6199 gals.).
 DJ0661
 DJ0661.The modeled gravity was interpolated from observed gravity values.
 DJ0661
 DJ0661;                    North         East    Units  Estimated Accuracy
 DJ0661;SPC MS E     -   421,550.      320,130.      MT  (+/- 180 meters Scaled)
 DJ0661
 DJ0661                          SUPERSEDED SURVEY CONTROL
 DJ0661
 DJ0661  NGVD 29 (??/??/92)   95.604  (m)          313.66   (f) ADJ UNCH    1 2
 DJ0661
 DJ0661.Superseded values are not recommended for survey control.
 DJ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0661.See file dsdata.txt to determine how the superseded data were derived.
 DJ0661
 DJ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB494859(NAD 83)
 DJ0661_MARKER: B = BOLT
 DJ0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0661_SP_SET: CONCRETE BASE
 DJ0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0661
 DJ0661  HISTORY     - Date     Condition        Report By
 DJ0661  HISTORY     - UNK      MONUMENTED       MSGS
 DJ0661  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0661
 DJ0661                          STATION DESCRIPTION
 DJ0661
 DJ0661'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0661'IN CRAWFORD.
 DJ0661'AT CRAWFORD, LOWNDES COUNTY, ON THE GULF, MOBILE AND OHIO RAILROAD,
 DJ0661'111 FEET NORTH OF THE STATION, 75 FEET NORTH OF A ROAD CROSSING, AT A
 DJ0661'MAIL CRANE, AND IN THE TOP OF THE 2 FOOT SQUARE CONCRETE BASE.  THE
 DJ0661'TOP OF THE WESTERLY MOST ONE-INCH THREADED HOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0402 ***********************************************************************
 CP0402  DESIGNATION -  BOLTON 2
 CP0402  PID         -  CP0402
 CP0402  STATE/COUNTY-  MS/HINDS
 CP0402  USGS QUAD   -  RAYMOND (1980)
 CP0402
 CP0402                         *CURRENT SURVEY CONTROL
 CP0402  ___________________________________________________________________
 CP0402* NAD 83(1993)-  32 21 22.47296(N)    090 26 32.02752(W)     ADJUSTED  
 CP0402* NAVD 88     -        82.554  (meters)     270.85   (feet)  ADJUSTED  
 CP0402  ___________________________________________________________________
 CP0402  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CP0402  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0402  DYNAMIC HT  -          82.459 (meters)     270.53  (feet)  COMP
 CP0402  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CP0402
 CP0402  HORZ ORDER  -  THIRD
 CP0402  VERT ORDER  -  FIRST     CLASS II
 CP0402
 CP0402.The horizontal coordinates were established by classical geodetic methods
 CP0402.and adjusted by the National Geodetic Survey in May 1994.
 CP0402
 CP0402.The orthometric height was determined by differential leveling
 CP0402.and adjusted in June 1991.
 CP0402
 CP0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0402
 CP0402.The geoid height was determined by GEOID03.
 CP0402
 CP0402.The dynamic height is computed by dividing the NAVD 88
 CP0402.geopotential number by the normal gravity value computed on the
 CP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0402.degrees latitude (g = 980.6199 gals.).
 CP0402
 CP0402.The modeled gravity was interpolated from observed gravity values.
 CP0402
 CP0402;                    North         East     Units Scale Factor Converg.
 CP0402;SPC MS W     -   316,656.243   689,750.519   MT  0.99995129   -0 03 29.8
 CP0402;SPC MS W     - 1,038,896.36  2,262,956.49   sFT  0.99995129   -0 03 29.8
 CP0402;UTM  15      - 3,582,799.978   740,690.686   MT  1.00031446   +1 22 10.3
 CP0402
 CP0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0402!SPC MS W     -   0.99999121  x   0.99995129  =   0.99994250
 CP0402!UTM  15      -   0.99999121  x   1.00031446  =   1.00030567
 CP0402
 CP0402:                Primary Azimuth Mark                     Grid Az
 CP0402:SPC MS W     -  BOLTON AZ MK                             084 17 07.6
 CP0402:UTM  15      -  BOLTON AZ MK                             082 51 27.5
 CP0402
 CP0402|---------------------------------------------------------------------|
 CP0402| PID    Reference Object                     Distance      Geod. Az  |
 CP0402|                                                           dddmmss.s |
 CP0402| CP0401 BOLTON AZ MK                                       0841337.8 |
 CP0402| CP0404 BOLTON 2 RM 4                        26.646 METERS 18118     |
 CP0402| CP0409 REVIS 2                             APPROX. 5.0 KM 2761507.5 |
 CP0402| CP0403 BOLTON 2 RM 3                        21.837 METERS 35926     |
 CP0402|---------------------------------------------------------------------|
 CP0402
 CP0402                          SUPERSEDED SURVEY CONTROL
 CP0402
 CP0402  NAD 83(1986)-  32 21 22.48726(N)    090 26 32.02305(W) AD(       ) 3
 CP0402  NAD 27      -  32 21 21.96400(N)    090 26 31.68040(W) AD(       ) 3
 CP0402  NGVD 29 (??/??/??)   82.571  (m)          270.90   (f) ADJUSTED    1 2
 CP0402
 CP0402.Superseded values are not recommended for survey control.
 CP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0402.See file dsdata.txt to determine how the superseded data were derived.
 CP0402
 CP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4069182800(NAD 83)
 CP0402_MARKER: DS = TRIANGULATION STATION DISK
 CP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0402_SP_SET: CONCRETE POST
 CP0402_STAMPING: BOLTON 2 1959
 CP0402_MARK LOGO: CGS   
 CP0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0402+STABILITY: SURFACE MOTION
 CP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0402+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0402
 CP0402  HISTORY     - Date     Condition        Report By
 CP0402  HISTORY     - 1959     MONUMENTED       CGS
 CP0402  HISTORY     - 1961     GOOD             MSHD
 CP0402  HISTORY     - 1963     GOOD             CGS
 CP0402  HISTORY     - 1968     GOOD             CGS
 CP0402  HISTORY     - 1977     GOOD             MSHD
 CP0402  HISTORY     - 1977     GOOD             MSHD
 CP0402  HISTORY     - 19920610 GOOD             NGS
 CP0402
 CP0402                          STATION DESCRIPTION
 CP0402
 CP0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP0402'STATION IS ON THE PROPERTY OF THE LARCO DRILLING COMPANY AND
 CP0402'OWNED BY MR. FRED LA RUE, BOX 3499 JACKSON MISSISSIPPI.  IT
 CP0402'IS ABOUT 7 MILES NORTH OF RAYMOND, 7 MILES WEST OF CLINTON
 CP0402'AND 1 MILE EAST OF BOLTON.  IN THE NORTH SIDE CENTER OF SECTION
 CP0402'19, R 2 W, T 6 N.
 CP0402'
 CP0402'TO REACH FROM THE TRAFFIC LIGHT IN BOLTON (JUST NORTH OF THE POST
 CP0402'OFFICE), GO EASTERLY ON PAVED STREET (OLD HIGHWAY 80) FOR 1.2
 CP0402'MILES TO A SIDE ROAD RIGHT AT SIGN ON THE LEFT LARCO DRILLING
 CP0402'CO. AND STATION ON THE RIGHT.  CONTINUE EASTERLY ON PAVED
 CP0402'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND AZIMUTH MARK IN
 CP0402'THE SOUTHWEST ANGLE.
 CP0402'
 CP0402'STATION MARKS ARE STANDARD DISKS, STAMPED BOLTON 2 1959.  SURFACE
 CP0402'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 CP0402'WITH THE GROUND SURFACE.  IT IS 235 FEET SOUTH OF THE CENTER
 CP0402'OF OLD HIGHWAY 80, 214 FEET NORTH OF A POWERLINE POLE, 200
 CP0402'FEET SOUTH OF A T-JUNCTION OF FENCE LINES, 122 FEET NORTHEAST
 CP0402'OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 24 FEET EAST
 CP0402'OF CENTER OF DRIVEWAY (CENTER OF CURVE) AND 2 FEET WEST OF A
 CP0402'NORTH-SOUTH FENCELINE.  A 4 IN X 4 IN WITNESS POST WAS SET 3
 CP0402'FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 CP0402'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 CP0402'SURFACE.  A METAL, WITNESS SIGNPOST WAS SET 1 FOOT EAST OF THE
 CP0402'MARK.
 CP0402'
 CP0402'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOLTON 2 NO 3 1959,
 CP0402'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 CP0402'THE GROUND SURFACE.  IT IS 287 FEET NORTH OF THE POWERLINE
 CP0402'POLE, 184 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 CP0402'161 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 61 FEET EAST
 CP0402'OF THE CENTER OF DRIVEWAY AND IT IS SET IN THE NORTH-SOUTH
 CP0402'FENCELINE.
 CP0402'
 CP0402'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BOLTON 2 NO 4
 CP0402'1959, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 CP0402'WITH THE GROUND SURFACE.  IT IS 322 FEET SOUTH OF THE CENTER OF
 CP0402'THE PAVED ROAD, 127 FEET NORTH OF THE POWERLINE POLE, 78 FEET
 CP0402'EAST OF THE NORTHEAST CORNER OF THE HOUSE AND 13 FEET EAST
 CP0402'OF THE CENTER OF THE DRIVEWAY.
 CP0402'
 CP0402'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOLTON 1948, SET
 CP0402'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6
 CP0402'INCHES.  IT IS 89 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CP0402'WHITE FRAME HOUSE, 51 FEET SOUTH OF THE CENTER OF PAVED ROAD
 CP0402'(OLD HIGHWAY 80), 25 FEET WEST OF THE CENTER OF DRIVEWAY,
 CP0402'24 FEET SOUTHWEST OF A FENCE CORNER, 18 FEET NORTH OF TWIN
 CP0402'OAKS TREE AND 4 FEET WEST OF A TRANSFORMER POWERLINE POLE.  THE
 CP0402'MARK IS ABOUT 10 FEET HIGHER THAN THE PAVED ROAD.  A METAL
 CP0402'WITNESS SIGNPOST WAS SET 1 FOOT NORTH OF MARK.
 CP0402'
 CP0402'DISTANCE--REFERENCE MARK 3 TO REFERENCE MARK 4--160.47 FT.
 CP0402'(48.911 M.)
 CP0402'
 CP0402'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP0402
 CP0402                          STATION RECOVERY (1961)
 CP0402
 CP0402'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0402'THE STATION WAS VISITED 9-26-61.  THE STATION, AZIMUTH MARK,
 CP0402'R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  THE
 CP0402'1959 DESCRIPTION IS ADEQUATE.
 CP0402'
 CP0402'METAL WITNESS POSTS WERE FOUND AT THE STATION AND THE AZIMUTH
 CP0402'MARK.
 CP0402
 CP0402                          STATION RECOVERY (1963)
 CP0402
 CP0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CP0402'THE STATION WAS VISITED 9/2/1963 AND ALL MARKS WERE FOUND IN
 CP0402'GOOD CONDITION.
 CP0402'
 CP0402'THE 1959 DESCRIPTION BY O.S.R. IS ACCURATE AND ADEQUATE.
 CP0402'
 CP0402'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND TIED TO A LINE
 CP0402'THAT WAS ESTABLISHED BETWEEN JACKSON AND VICKSBURG.
 CP0402
 CP0402                          STATION RECOVERY (1968)
 CP0402
 CP0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP0402'THE STATION MARK, STAMPED BOLTON 2 1959, IS ABOUT 1.2 MILES EAST
 CP0402'ALONG OLD U.S. HIGHWAY 80 FROM THE POST OFFICE AT BOLTON, 235 FEET
 CP0402'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 122 FEET NORTHEAST OF THE
 CP0402'NORTHEAST CORNER OF A FRAME HOUSE, 1/2 FOOT EAST OF A FENCE, 25
 CP0402'FEET EAST OF THE CENTERLINE OF A CURVE IN A PRIVATE DRIVEWAY, 95
 CP0402'FEET NORTH OF A 10-INCH CEDAR TREE, 73.06 FEET SOUTH OF RM 3,
 CP0402'87.42 FEET NORTH OF RM 4, 1.0 FOOT SOUTHWEST OF A WOODEN WITNESS
 CP0402'POST, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CP0402'DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CP0402'LEVEL WITH THE SURFACE OF THE GROUND.
 CP0402'
 CP0402'RM 3, STAMPED BOLTON 2 NO 3 1959, IS 73.06 FEET NORTH OF THE STATION
 CP0402'MARK, 161 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET
 CP0402'EAST OF A FENCE, 9-1/2 FEET EAST OF A 12-INCH CHINA BERRY TREE, 55
 CP0402'NORTHEAST OF THE CENTERLINE OF A GRAVELED PRIVATE DRIVEWAY, ABOUT
 CP0402'LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP0402'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CP0402'
 CP0402'RM 4, STAMPED BOLTON 2 NO 4 1959, IS 87.42 FEET SOUTH OF THE STATION
 CP0402'MARK, 322 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST
 CP0402'OF A FENCE, 8 FEET NORTH OF A 10-INCH CEDAR TREE, 13 FEET EAST OF
 CP0402'THE CENTERLINE OF A GRAVELED PRIVATE DRIVEWAY, 74 FEET EAST OF THE
 CP0402'NORTHEAST CORNER OF A FRAME HOUSE, ABOUT LEVEL WITH THE
 CP0402'DRIVEWAY, ADD SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL
 CP0402'WITH THE SURFACE OF THE GROUND.
 CP0402'
 CP0402'THE AZIMUTH MARK, STAMPED BOLTON 1948, IS 0.6 MILE EAST ALONG OLD
 CP0402'U.S. HIGHWAY 80 FROM THE STATION MARK, 52 FEET SOUTH OF THE
 CP0402'CENTERLINE OF THE HIGHWAY, 25 FEET WEST OF THE CENTERLINE OF A
 CP0402'GRAVELED DRIVEWAY, 3-1/2 FEET WEST OF POWER POLE NUMBER 1 WHICH BEARS
 CP0402'A TRANSFORMER AND IS BRACED BY 4 GUY WIRES, 17 FEET NORTH OF A
 CP0402'22-INCH FORKED TREE, 21 FEET SOUTHWEST OF A CORNER FENCE POST, 88
 CP0402'1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 1.2
 CP0402'FEET SOUTH OF A METAL WITNESS POST, ABOUT 6-1/2 FEET ABOVE THE
 CP0402'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP0402'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP0402'
 CP0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES EAST.
 CP0402
 CP0402                          STATION RECOVERY (1977)
 CP0402
 CP0402'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0402'THE STATION WAS VISITED 7-18-77 AND THE STATION MARK, RM NO 3, RM NO
 CP0402'4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  SOME CLEARING
 CP0402'WILL BE REQUIRED FOR THE AZIMUTH MARK TO BE VISIBLE FROM THE
 CP0402'STATION.
 CP0402'
 CP0402'THE STATION IS LOCATED 1 MILE NORTHEAST OF BOLTON ON TOP OF A HILL ON
 CP0402'THE OPPOSITE SIDE OF OLD U.S. HIGHWAY 80 FROM A LARGE CEMETERY, 6.6
 CP0402'MILES NORTH OF RAYMOND, 6.7 MILES WEST OF CLINTON ABOUT 0.15 MILE
 CP0402'SOUTH OF I-20 NEAR THE CENTER OF THE NORTH SIDE OF SECTION 19, T
 CP0402'6N, R 2W AND ON THE PROPERTY OF MR. ROBERT MASHBURN.  IT IS 233
 CP0402'FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, 198.5 FEET SOUTH OF A 20
 CP0402'INCH PECAN ACTING AS A FENCE CORNER, 122 FEET NORTHEAST OF THE
 CP0402'NORTHEAST CORNER OF A GREEN ASBESTOS SIDING HOUSE, 93.5 FEET
 CP0402'NORTHEAST OF A 24 INCH OAK, 95 FEET NORTH OF A 10 INCH CEDAR, 25
 CP0402'FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY, 1 FOOT EAST OF A
 CP0402'METAL WITNESS POST, 0.5 FEET EAST OF A FENCE AND IS FLUSH WITH
 CP0402'THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED BOLTON 2 1959.
 CP0402'
 CP0402'REFERENCE MARK NO 3 IS 73.06 FEET NORTH OF THE STATION.  IT IS 185
 CP0402'FEET NORTHEAST OF THE NORTHEAST CORNER OF A GREEN ASBESTOS SIDING
 CP0402'HOUSE, 160 FEET SOUTH OF THE CENTER OF OLD HIGHWAY 80, 125.5 FEET
 CP0402'SOUTH OF A 20 INCH OAK ACTING AS A FENCE CORNER, 56 FEET EAST OF
 CP0402'THE CENTER OF A DRIVEWAY, 9.5 FEET EAST OF A 12 INCH MIMOSA, 1.5
 CP0402'FEET EAST OF A FENCE AND IS FLUSH WITH THE GROUND.  IT IS A
 CP0402'REFERENCE MARK DISK, STAMPED BOLTON 2 NO 3 1959.
 CP0402'
 CP0402'REFERENCE MARK NO 4 IS 87.42 FEET SOUTH OF THE STATION.  IT IS 320
 CP0402'FEET SOUTH OF THE CENTER OF OLD HIGHWAY 80, 74 FEET EAST OF THE
 CP0402'NORTHEAST CORNER OF A GREEN ASBESTOS SIDING HOUSE, 69 FEET
 CP0402'SOUTHEAST OF A 20 INCH OAK, 17 FEET EAST OF THE CENTER OF A
 CP0402'DRIVEWAY, 7.5 FEET NORTH OF A 10 INCH CEDAR, 1 FOOT WEST OF A FENCE
 CP0402'AND IS FLUSH WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED
 CP0402'BOLTON 2 NO 4 1959.
 CP0402'
 CP0402'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 160.47 FEET.
 CP0402'
 CP0402'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION.  IT IS 89 FEET
 CP0402'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 65 FEET
 CP0402'NORTHWEST OF A 24 INCH OAK, 51 FEET SOUTH OF THE CENTER OF OLD
 CP0402'HIGHWAY 80, 24 FEET WEST OF THE CENTER OF A DRIVEWAY, 81 FEET
 CP0402'NORTH OF A POWER POLE WITH A LAMP, 16.5 FEET NORTH OF A 20 INCH
 CP0402'TWIN OAK, 4 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT
 CP0402'SOUTH OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS AN
 CP0402'AZIMUTH MARK DISK, STAMPED BOLTON 1948.
 CP0402'
 CP0402'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BOLTON GO EAST ON
 CP0402'OLD U.S. HIGHWAY 80 THROUGH TOWN FOR 1.15 MILES TO A DRIVEWAY AND
 CP0402'THE STATION ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 80 FOR 0.15
 CP0402'MILE TO THE JUNCTION OF NORTHSIDE DRIVE.  CONTINUE EAST ON HIGHWAY
 CP0402'80 FOR 0.35 MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT.
 CP0402'
 CP0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES
 CP0402'NORTHEAST OF BOLTON.
 CP0402
 CP0402                          STATION RECOVERY (1977)
 CP0402
 CP0402'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0402'1.1 MI NE FROM BOLTON.
 CP0402'THE MARK IS LOCATED 1.1 MILES NORTHEAST OF BOLTON ON TOP OF A HILL ON
 CP0402'THE OPPOSITE SIDE OF OLD U.S. HIGHWAY 80 FROM A LARGE CEMETERY, 6.6
 CP0402'MILES NORTH OF RAYMOND, 6.7 MILES WEST OF CLINTON ABOUT 0.15 MILE
 CP0402'SOUTH OF I-20 NEAR THE CENTER OF THE NORTH SIDE OF SECTION 19, T 6N, R
 CP0402'2W AND ON THE PROPERTY OF MR. ROBERT MASHBURN.  IT IS 233 FEET SOUTH
 CP0402'OF THE CENTER OF THE OLD HIGHWAY, 198.5 FEET SOUTH OF A 20 INCH PECAN
 CP0402'ACTING AS A FENCE CORNER, 122 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP0402'OF A GREEN ASBESTOS SIDING HOUSE, 95 FEET NORTH OF A 10 INCH CEDAR,
 CP0402'93.5 FEET NORTHEAST OF A 24 INCH OAK, 25 FEET EAST OF THE CENTER OF A
 CP0402'GRAVELED DRIVEWAY, 1 FOOT EAST OF A METAL WITNESS POST, 0.5 FEET EAST
 CP0402'OF A FENCE SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH WITH
 CP0402'THE GROUND.  NOTE-- TO REACH FROM THE POST OFFICE IN BOLTON GO EAST ON
 CP0402'OLD U.S. HIGHWAY 80 THROUGH TOWN FOR 1.15 MILES TO A DRIVEWAY AND THE
 CP0402'MARK ON THE RIGHT (0.15 MILE BEFORE REACHING NORTHSIDE DRIVE).
 CP0402
 CP0402                          STATION RECOVERY (1992)
 CP0402
 CP0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0402'8.1 KM (5.05 MI) WESTERLY ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP0402'STATE HIGHWAY 18 (EXIT 40) IN JACKSON, THENCE 11.0 KM (6.85 MI)
 CP0402'WESTERLY ALONG THE SOUTH FRONTAGE ROAD, 71.6 M (234.9 FT) SOUTH OF THE
 CP0402'CENTERLINE OF THE ROAD, 32.7 M (107.3 FT) NORTHEAST OF THE NORTHEAST
 CP0402'CORNER OF A HOUSE, 26.6 M (87.3 FT) NORTH OF REFERENCE MARK 4, 22.3 M
 CP0402'(73.2 FT) SOUTH OF REFERENCE MARK 3, 6.8 M (22.3 FT) EAST OF AND
 CP0402'LEVEL WITH THE CENTER OF A PAVED DRIVEWAY, 0.3 M (1.0 FT) EAST OF A
 CP0402'WITNESS POST, 0.2 M (0.7 FT) EAST OF A FENCE, AND THE MONUMENT IS
 CP0402'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0403 ***********************************************************************
 CP0403  CBN         -  This is a Cooperative Base Network Control Station.
 CP0403  DESIGNATION -  BOLTON 2 RM 3
 CP0403  PID         -  CP0403
 CP0403  STATE/COUNTY-  MS/HINDS
 CP0403  USGS QUAD   -  RAYMOND (1980)
 CP0403
 CP0403                         *CURRENT SURVEY CONTROL
 CP0403  ___________________________________________________________________
 CP0403* NAD 83(2007)-  32 21 23.19612(N)    090 26 32.03138(W)     ADJUSTED  
 CP0403* NAVD 88     -        81.587  (meters)     267.67   (feet)  ADJUSTED  
 CP0403  ___________________________________________________________________
 CP0403  EPOCH DATE  -        2002.00
 CP0403  X           -     -41,625.267 (meters)                     COMP
 CP0403  Y           -  -5,392,894.363 (meters)                     COMP
 CP0403  Z           -   3,393,915.455 (meters)                     COMP
 CP0403  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CP0403  ELLIP HEIGHT-          55.040 (meters)          (02/10/07) ADJUSTED
 CP0403  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0403  DYNAMIC HT  -          81.493 (meters)     267.37  (feet)  COMP
 CP0403
 CP0403  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0403  Type    PID    Designation                      North   East  Ellip
 CP0403  -------------------------------------------------------------------
 CP0403  NETWORK CP0403 BOLTON 2 RM 3                     1.20   1.16   5.02
 CP0403  -------------------------------------------------------------------
 CP0403  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CP0403
 CP0403  VERT ORDER  -  FIRST     CLASS II
 CP0403
 CP0403.The horizontal coordinates were established by GPS observations
 CP0403.and adjusted by the National Geodetic Survey in February 2007.
 CP0403
 CP0403.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0403.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0403.The horizontal coordinates are valid at the epoch date displayed above.
 CP0403.The epoch date for horizontal control is a decimal equivalence
 CP0403.of Year/Month/Day.
 CP0403
 CP0403.The orthometric height was determined by differential leveling
 CP0403.and adjusted in July 1994.
 CP0403
 CP0403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0403
 CP0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0403
 CP0403.The ellipsoidal height was determined by GPS observations
 CP0403.and is referenced to NAD 83.
 CP0403
 CP0403.The geoid height was determined by GEOID03.
 CP0403
 CP0403.The dynamic height is computed by dividing the NAVD 88
 CP0403.geopotential number by the normal gravity value computed on the
 CP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0403.degrees latitude (g = 980.6199 gals.).
 CP0403
 CP0403.The modeled gravity was interpolated from observed gravity values.
 CP0403
 CP0403;                    North         East     Units Scale Factor Converg.
 CP0403;SPC MS W     -   316,678.518   689,750.440   MT  0.99995129   -0 03 29.8
 CP0403;SPC MS W     - 1,038,969.44  2,262,956.24   sFT  0.99995129   -0 03 29.8
 CP0403;UTM  15      - 3,582,822.252   740,690.053   MT  1.00031445   +1 22 10.3
 CP0403
 CP0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0403!SPC MS W     -   0.99999136  x   0.99995129  =   0.99994265
 CP0403!UTM  15      -   0.99999136  x   1.00031445  =   1.00030581
 CP0403
 CP0403                          SUPERSEDED SURVEY CONTROL
 CP0403
 CP0403  ELLIP H (04/15/02)   55.039  (m)                       GP(       ) 4 2
 CP0403  NAD 83(1993)-  32 21 23.19611(N)    090 26 32.03136(W) AD(       ) B
 CP0403  ELLIP H (02/15/02)   55.032  (m)                       GP(       ) 4 1
 CP0403  NAVD 88 (06/15/91)   81.581  (m)          267.65   (f) UNKNOWN     1 2
 CP0403  NGVD 29 (??/??/??)   81.599  (m)          267.71   (f) ADJUSTED    1 2
 CP0403
 CP0403.Superseded values are not recommended for survey control.
 CP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0403.See file dsdata.txt to determine how the superseded data were derived.
 CP0403
 CP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4069082822(NAD 83)
 CP0403_MARKER: DR = REFERENCE MARK DISK
 CP0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0403_SP_SET: CONCRETE POST
 CP0403_STAMPING: BOLTON 2 NO 3 1959
 CP0403_MARK LOGO: CGS   
 CP0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0403+STABILITY: SURFACE MOTION
 CP0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0403+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2000
 CP0403
 CP0403  HISTORY     - Date     Condition        Report By
 CP0403  HISTORY     - 1959     MONUMENTED       CGS
 CP0403  HISTORY     - 1977     GOOD             MSHD
 CP0403  HISTORY     - 19920610 GOOD             NGS
 CP0403  HISTORY     - 20001224 GOOD             NGS
 CP0403
 CP0403                          STATION DESCRIPTION
 CP0403
 CP0403'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0403'1.1 MI NE FROM BOLTON.
 CP0403'THE MARK IS LOCATED 1.1 MILES NORTHEAST OF BOLTON AT THE WEST EDGE OF
 CP0403'A CULTIVATED FIELD OPPOSITE AND ACROSS THE HIGHWAY FROM A LARGE
 CP0403'CEMETERY, 6.6 MILES NORTH OF RAYMOND, 6.7 MILES WEST OF CLINTON ABOUT
 CP0403'0.15 MILE SOUTH OF I-20 NEAR THE CENTER OF THE NORTH SIDE OF SECTION
 CP0403'19, T 6N, R 2W AND ON THE PROPERTY OF MR. ROBERT MASHHBURN.  IT IS
 CP0403'73.06 FEET NORTH OF THE STATION, 185 FEET NORTHEAST OF THE NORTHEAST
 CP0403'CORNER OF A GREEN ASBESTOS SIDING HOUSE, 160 FEET SOUTH OF THE CENTER
 CP0403'OF OLD HIGHWAY 80, 125.5 FEET SOUTH OF A 20 INCH OAK ACTING AS A FENCE
 CP0403'CORNER, 56 FEET EAST OF THE CENTER OF A DRIVEWAY, 9.5 FEET EAST OF A
 CP0403'12 INCH MIMOSA, 1.5 FEET EAST OF A FENCE SET IN THE TOP OF A SQUARE
 CP0403'CONCRETE POST AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 CP0403'POST OFFICE IN BOLTON GO EAST ON OLD U.S. HIGHWAY 80 THROUGH TOWN FOR
 CP0403'1.15 MILES TO THE MARK ON THE RIGHT JUST BEYOND A DRIVEWAY (0.15 MILE
 CP0403'BEFORE REACHING NORTHSIDE DRIVE).
 CP0403
 CP0403                          STATION RECOVERY (1992)
 CP0403
 CP0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0403'8.1 KM (5.05 MI) WESTERLY ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP0403'STATE HIGHWAY 18 (EXIT 40) IN JACKSON, THENCE 11.0 KM (6.85 MI)
 CP0403'WESTERLY ALONG THE SOUTH FRONTAGE ROAD, 49.1 M (161.1 FT) SOUTH OF THE
 CP0403'CENTERLINE OF THE ROAD, 22.3 M (73.2 FT) NORTH OF TRIANGULATION
 CP0403'STATION BOLTON 2, 18.4 M (60.4 FT) EAST OF AND LEVEL WITH THE CENTER
 CP0403'OF A PAVED DRIVEWAY, 0.5 M (1.6 FT) EAST OF A FENCE, AND THE MONUMENT
 CP0403'IS FLUSH WITH THE GROUND SURFACE.
 CP0403
 CP0403                          STATION RECOVERY (2000)
 CP0403
 CP0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0403'RECOVERED AS DESCRIBED.  STATION IS 0.5 M (1.6 FT) NNE OF AN ORANGE
 CP0403'WITNESS POST, 0.4 M (1.3 FT) E OF A BARBED WIRE FENCE, 0.05 M (0.16
 CP0403'FT) BELOW GROUND.  THE DRIVEWAY CITED IN THE DESCRIPTION IS ACROSS THE
 CP0403'ROAD (SOUTH) FROM A CEMETARY AND 0.15 MILE (0.24 KM) WEST OF THE
 CP0403'INTERSECTION WITH NORTHSIDE DRIVE.  STATION BOLTON 2 WAS ALSO
 CP0403'RECOVERED THIS DATE -- IT IS MARKED BY A WITNESS SIGN ON A STOUT ANGLE
 CP0403'IRON POST SET IN CONCRETE -- BE SURE YOU ARE ON THE CORRECT POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0404 ***********************************************************************
 CP0404  DESIGNATION -  BOLTON 2 RM 4
 CP0404  PID         -  CP0404
 CP0404  STATE/COUNTY-  MS/HINDS
 CP0404  USGS QUAD   -  RAYMOND (1980)
 CP0404
 CP0404                         *CURRENT SURVEY CONTROL
 CP0404  ___________________________________________________________________
 CP0404* NAD 83(1986)-  32 21 22.     (N)    090 26 31.     (W)     SCALED    
 CP0404* NAVD 88     -        82.614  (meters)     271.04   (feet)  ADJUSTED  
 CP0404  ___________________________________________________________________
 CP0404  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0404  DYNAMIC HT  -          82.519 (meters)     270.73  (feet)  COMP
 CP0404  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CP0404
 CP0404  VERT ORDER  -  FIRST     CLASS II
 CP0404
 CP0404.The horizontal coordinates were scaled from a topographic map and have
 CP0404.an estimated accuracy of +/- 6 seconds.
 CP0404
 CP0404.The orthometric height was determined by differential leveling
 CP0404.and adjusted in July 1994.
 CP0404
 CP0404.The geoid height was determined by GEOID03.
 CP0404
 CP0404.The dynamic height is computed by dividing the NAVD 88
 CP0404.geopotential number by the normal gravity value computed on the
 CP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0404.degrees latitude (g = 980.6199 gals.).
 CP0404
 CP0404.The modeled gravity was interpolated from observed gravity values.
 CP0404
 CP0404;                    North         East    Units  Estimated Accuracy
 CP0404;SPC MS W     -   316,640.      689,780.      MT  (+/- 180 meters Scaled)
 CP0404
 CP0404                          SUPERSEDED SURVEY CONTROL
 CP0404
 CP0404  NAVD 88 (06/15/91)   82.593  (m)          270.97   (f) UNKNOWN     1 2
 CP0404  NGVD 29 (??/??/??)   82.611  (m)          271.03   (f) ADJUSTED    1 2
 CP0404
 CP0404.Superseded values are not recommended for survey control.
 CP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0404.See file dsdata.txt to determine how the superseded data were derived.
 CP0404
 CP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR407827(NAD 83)
 CP0404_MARKER: DR = REFERENCE MARK DISK
 CP0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0404_SP_SET: CONCRETE POST
 CP0404_STAMPING: BOLTON 2 NO 4 1959
 CP0404_MARK LOGO: CGS   
 CP0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0404+STABILITY: SURFACE MOTION
 CP0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0404+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0404
 CP0404  HISTORY     - Date     Condition        Report By
 CP0404  HISTORY     - 1959     MONUMENTED       CGS
 CP0404  HISTORY     - 1977     GOOD             MSHD
 CP0404  HISTORY     - 19920610 GOOD             NGS
 CP0404
 CP0404                          STATION DESCRIPTION
 CP0404
 CP0404'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0404'1.1 MI NE FROM BOLTON.
 CP0404'THE MARK IS LOCATED 1.1 MILES NORTHEAST OF BOLTON NEAR A FENCE ON THE
 CP0404'EAST SIDE OF A GREEN SIDING HOUSE, 6.6 MILES NORTH OF RAYMOND, 6.7
 CP0404'MILES WEST OF CLINTON ABOUT 0.15 MILE SOUTH OF I-20 NEAR THE CENTER OF
 CP0404'THE NORTH SIDE OF SECTION 19, T 6N, R 2 W AND ON THE PROPERTY OF MR.
 CP0404'ROBERT MASBURN.  IT IS 87.42 FEET SOUTH OF THE STATION, 320 FEET SOUTH
 CP0404'OF THE CENTER OF OLD HIGHWAY 80, 74 FEET EAST OF THE NORTHEAST CORNER
 CP0404'OF A GREEN SIDING HOUSE, 69 FEET SOUTHEAST OF A 20 INCH OAK, 17 FEET
 CP0404'EAST OF THE CENTER OF A DRIVEWAY, 7.5 FEET NORTH OF A 10 INCH CEDAR, 1
 CP0404'FOOT WEST OF A FENCE SET IN THE TOP OF A SQUARE CONCRETE POST AND IS
 CP0404'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE POST OFFICE IN BOLTON
 CP0404'GO EAST ON OLD HIGHWAY 80 THROUGH TOWN FOR 1.15 MILES TO THE HOUSE AND
 CP0404'THE MARK ON THE RIGHT (0.15 MILE BEFORE REACHING NORTHSIDE DRIVE).
 CP0404
 CP0404                          STATION RECOVERY (1992)
 CP0404
 CP0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0404'8.1 KM (5.05 MI) WESTERLY ALONG INTERSTATE 20 FROM THE JUNCTION OF
 CP0404'STATE HIGHWAY 18 (EXIT 40) IN JACKSON, THENCE 11.0 KM (6.85 MI)
 CP0404'WESTERLY ALONG THE SOUTH FRONTAGE ROAD, 98.1 M (321.8 FT) SOUTH OF THE
 CP0404'CENTERLINE OF THE ROAD, 26.6 M (87.3 FT) SOUTH OF TRIANGULATION
 CP0404'STATION BOLTON 2, 22.6 M (74.1 FT) EAST OF THE NORTHEAST CORNER OF A
 CP0404'HOUSE, 7.1 M (23.3 FT) EAST OF AND LEVEL WITH THE CENTER OF A PAVED
 CP0404'DRIVEWAY, 0.3 M (1.0 FT) WEST OF A FENCE, AND THE MONUMENT IS FLUSH
 CP0404'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0401 ***********************************************************************
 CP0401  DESIGNATION -  BOLTON AZ MK
 CP0401  PID         -  CP0401
 CP0401  STATE/COUNTY-  MS/HINDS
 CP0401  USGS QUAD   -  RAYMOND (1980)
 CP0401
 CP0401                         *CURRENT SURVEY CONTROL
 CP0401  ___________________________________________________________________
 CP0401* NAD 83(1986)-  32 21 23.     (N)    090 26 04.     (W)     SCALED    
 CP0401* NAVD 88     -        84.229  (meters)     276.34   (feet)  ADJUSTED  
 CP0401  ___________________________________________________________________
 CP0401  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0401  DYNAMIC HT  -          84.132 (meters)     276.02  (feet)  COMP
 CP0401  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CP0401
 CP0401  VERT ORDER  -  FIRST     CLASS II
 CP0401
 CP0401.The horizontal coordinates were scaled from a topographic map and have
 CP0401.an estimated accuracy of +/- 6 seconds.
 CP0401
 CP0401.The orthometric height was determined by differential leveling
 CP0401.and adjusted in July 1994.
 CP0401
 CP0401.The geoid height was determined by GEOID03.
 CP0401
 CP0401.The dynamic height is computed by dividing the NAVD 88
 CP0401.geopotential number by the normal gravity value computed on the
 CP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0401.degrees latitude (g = 980.6199 gals.).
 CP0401
 CP0401.The modeled gravity was interpolated from observed gravity values.
 CP0401
 CP0401;                    North         East    Units  Estimated Accuracy
 CP0401;SPC MS W     -   316,670.      690,480.      MT  (+/- 180 meters Scaled)
 CP0401
 CP0401                          SUPERSEDED SURVEY CONTROL
 CP0401
 CP0401  NAVD 88 (06/15/91)   84.236  (m)          276.36   (f) UNKNOWN     1 2
 CP0401  NGVD 29 (??/??/??)   84.253  (m)          276.42   (f) ADJUSTED    1 2
 CP0401
 CP0401.Superseded values are not recommended for survey control.
 CP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0401.See file dsdata.txt to determine how the superseded data were derived.
 CP0401
 CP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR414828(NAD 83)
 CP0401_MARKER: DZ = AZIMUTH MARK DISK
 CP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0401_SP_SET: CONCRETE POST
 CP0401_STAMPING: BOLTON 1948
 CP0401_MARK LOGO: CGS   
 CP0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0401+STABILITY: SURFACE MOTION
 CP0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0401+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0401
 CP0401  HISTORY     - Date     Condition        Report By
 CP0401  HISTORY     - 1948     MONUMENTED       CGS
 CP0401  HISTORY     - 1977     GOOD             MSHD
 CP0401  HISTORY     - 19920610 GOOD             NGS
 CP0401
 CP0401                          STATION DESCRIPTION
 CP0401
 CP0401'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0401'1.7 MI NE FROM BOLTON.
 CP0401'THE MARK IS LOCATED 1.7 MILES NORTHEAST OF BOLTON NEAR THE SOUTH RIGHT
 CP0401'OF WAY OF OLD U.S. HIGHWAY 80 IN THE SOUTHWEST ANGLE OF THE JUNCTION
 CP0401'OF A DRIVEWAY, 6.2 MILES WEST OF CLINTON, 6.5 MILES NORTH OF RAYMOND
 CP0401'IN THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 2W.  IT IS 89 FEET
 CP0401'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 81 FEET NORTH OF A
 CP0401'POWER POLE WITH A LAMP, 65 FEET NORTHWEST OF A 24 INCH OAK, 51 FEET
 CP0401'SOUTH OF THE CENTER OF OLD HIGHWAY 80, 24 FEET WEST OF THE CENTER OF A
 CP0401'DRIVEWAY, 16.5 FEET NORTH OF A 20 INCH TWIN OAK, 4 FEET WEST OF A
 CP0401'POWER POLE WITH A TRANSFORMER, 1 FOOT SOUTH OF A METAL WITNESS POST
 CP0401'SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 6 1/2 FEET ABOVE THE
 CP0401'LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE
 CP0401'POST OFFICE IN BOLTON GO EAST ON OLD HIGHWAY 80 THROUGH TOWN FOR 1.3
 CP0401'MILES TO THE JUNCTION OF NORTHSIDE DRIVE. CONTINUE EAST ON HIGHWAY 80
 CP0401'FOR 0.35 MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT.
 CP0401
 CP0401                          STATION RECOVERY (1992)
 CP0401
 CP0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0401'8.1 KM (5.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0401'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, THENCE 10.2 KM
 CP0401'(6.35 MI) WESTERLY ALONG THE SOUTH FRONTAGE ROAD, 15.3 M (50.2 FT)
 CP0401'SOUTH OF THE CENTER OF THE ROAD, 6.7 M (22.0 FT) WEST OF THE CENTER OF
 CP0401'A GRAVELED ROAD, 5.4 M (17.7 FT) SOUTH-SOUTHWEST OF A FENCE CORNER,
 CP0401'1.6 M (5.2 FT) ABOVE THE LEVEL OF THE ROAD, 1.1 M (3.6 FT) WEST OF A
 CP0401'UTILITY POLE WITH A TRANSFORMER AND 2 GUY CABLES, 0.4 M (1.3 FT)
 CP0401'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 CP0401'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2685 ***********************************************************************
 CP2685  DESIGNATION -  BOLTON MUNICIPAL TANK
 CP2685  PID         -  CP2685
 CP2685  STATE/COUNTY-  MS/HINDS
 CP2685  USGS QUAD   -  RAYMOND (1980)
 CP2685
 CP2685                         *CURRENT SURVEY CONTROL
 CP2685  ___________________________________________________________________
 CP2685* NAD 83(1993)-  32 20 55.02642(N)    090 27 38.94699(W)     ADJUSTED  
 CP2685* NAVD 88     -              **(meters)            **(feet)            
 CP2685  ___________________________________________________________________
 CP2685  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CP2685  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP2685  HORZ ORDER  -  THIRD
 CP2685
 CP2685.The horizontal coordinates were established by classical geodetic methods
 CP2685.and adjusted by the National Geodetic Survey in May 1994.
 CP2685
 CP2685
 CP2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2685
 CP2685.The geoid height was determined by GEOID03.
 CP2685
 CP2685;                    North         East     Units Scale Factor Converg.
 CP2685;SPC MS W     -   315,812.764   687,999.915   MT  0.99995178   -0 04 05.6
 CP2685;SPC MS W     - 1,036,129.04  2,257,213.05   sFT  0.99995178   -0 04 05.6
 CP2685;UTM  15      - 3,581,912.827   738,961.022   MT  1.00030422   +1 21 33.4
 CP2685
 CP2685                          SUPERSEDED SURVEY CONTROL
 CP2685
 CP2685  NAD 83(1986)-  32 20 55.04026(N)    090 27 38.94310(W) AD(       ) 4
 CP2685  NAD 27      -  32 20 54.51800(N)    090 27 38.59400(W) AD(       ) 3
 CP2685
 CP2685.Superseded values are not recommended for survey control.
 CP2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2685.See file dsdata.txt to determine how the superseded data were derived.
 CP2685
 CP2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3896181913(NAD 83)
 CP2685_MARKER: 53 = ELEVATED TANK
 CP2685
 CP2685  HISTORY     - Date     Condition        Report By
 CP2685  HISTORY     - 1948     FIRST OBSERVED   CGS
 CP2685  HISTORY     - 1957     GOOD             CGS
 CP2685  HISTORY     - 1961     GOOD             MSHD
 CP2685  HISTORY     - 1977     GOOD             MSHD
 CP2685
 CP2685                          STATION DESCRIPTION
 CP2685
 CP2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2685'STATION IS LOCATED IN THE SOUTHWEST EDGE OF BOLTON, 75 FEET
 CP2685'SOUTH OF U.S. HIGHWAY 80.  IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT
 CP2685'100 FEET HIGH, PAINTED ALUMINUM, AND HAS A CAPACITY OF
 CP2685'APPROXIMATELY 80,000 GALLONS.
 CP2685'
 CP2685'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
 CP2685
 CP2685                          STATION RECOVERY (1957)
 CP2685
 CP2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2685'THE STATION WAS VISITED 1-25-57 AND FOUND IN GOOD CONDITION.
 CP2685'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 CP2685
 CP2685                          STATION RECOVERY (1961)
 CP2685
 CP2685'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2685'THE STATION WAS VISITED 9-29-61 AND FOUND AS DESCRIBED.
 CP2685
 CP2685                          STATION RECOVERY (1977)
 CP2685
 CP2685'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2685'THE STATION WAS VISITED 7-18-77 AND WAS FOUND TO BE STANDING AND IN
 CP2685'GOOD CONDITION.
 CP2685'
 CP2685'THE STATION IS LOCATED ABOUT 75 YARDS SOUTHEAST OF THE POST OFFICE
 CP2685'IN BOLTON IN BACK OF THE CITY HALL ABOUT 100 YARDS WEST OF THE
 CP2685'CENTER OF TOWN, 75 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 80
 CP2685'NEAR THE CENTER OF SECTION 24, T 6N, R 3W.  IT IS A TANK ATOP A
 CP2685'FOUR LEGGED STEEL STRUCTURE WHILE IN COLOR WITH THE WORD BOLTON
 CP2685'IN BLACK LETTERS ON THE EAST AND WEST SIDE ABOUT 100 FEET HIGH AND
 CP2685'HOLDS ABOUT 80,000 GALLONS.
 CP2685'
 CP2685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOLTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7178 ***********************************************************************
 AI7178  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7178  DESIGNATION -  BOMB
 AI7178  PID         -  AI7178
 AI7178  STATE/COUNTY-  MS/HANCOCK
 AI7178  USGS QUAD   -  DEAD TIGER CREEK (1970)
 AI7178
 AI7178                         *CURRENT SURVEY CONTROL
 AI7178  ___________________________________________________________________
 AI7178* NAD 83(2007)-  30 23 41.00531(N)    089 34 56.01982(W)     ADJUSTED  
 AI7178* NAVD 88     -         9.67   (meters)      31.7    (feet)  GPS OBS   
 AI7178  ___________________________________________________________________
 AI7178  EPOCH DATE  -        2002.00
 AI7178  X           -      40,148.347 (meters)                     COMP
 AI7178  Y           -  -5,506,085.975 (meters)                     COMP
 AI7178  Z           -   3,208,184.160 (meters)                     COMP
 AI7178  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AI7178  ELLIP HEIGHT-         -17.657 (meters)          (02/10/07) ADJUSTED
 AI7178  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AI7178
 AI7178  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7178  Type    PID    Designation                      North   East  Ellip
 AI7178  -------------------------------------------------------------------
 AI7178  NETWORK AI7178 BOMB                              0.31   0.27   0.67
 AI7178  -------------------------------------------------------------------
 AI7178
 AI7178.The horizontal coordinates were established by GPS observations
 AI7178.and adjusted by the National Geodetic Survey in February 2007.
 AI7178
 AI7178.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7178.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7178.The horizontal coordinates are valid at the epoch date displayed above.
 AI7178.The epoch date for horizontal control is a decimal equivalence
 AI7178.of Year/Month/Day.
 AI7178
 AI7178.The orthometric height was determined by GPS observations and a
 AI7178.high-resolution geoid model.
 AI7178.The orthometric height was determined by GPS observations and a
 AI7178.high-resolution geoid model using precise GPS observation and
 AI7178.processing techniques.
 AI7178
 AI7178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7178
 AI7178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7178
 AI7178.The ellipsoidal height was determined by GPS observations
 AI7178.and is referenced to NAD 83.
 AI7178
 AI7178.The geoid height was determined by GEOID03.
 AI7178
 AI7178;                    North         East     Units Scale Factor Converg.
 AI7178;SPC MS E     -    99,414.541   228,032.230   MT  1.00001387   -0 22 44.1
 AI7178;SPC MS E     -   326,162.54    748,135.74   sFT  1.00001387   -0 22 44.1
 AI7178;UTM  16      - 3,365,355.108   251,900.338   MT  1.00035943   -1 18 25.8
 AI7178
 AI7178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7178!SPC MS E     -   1.00000277  x   1.00001387  =   1.00001664
 AI7178!UTM  16      -   1.00000277  x   1.00035943  =   1.00036220
 AI7178
 AI7178                          SUPERSEDED SURVEY CONTROL
 AI7178
 AI7178  ELLIP H (03/26/02)  -17.650  (m)                       GP(       ) 4 2
 AI7178  NAD 83(1993)-  30 23 41.00528(N)    089 34 56.02010(W) AD(       ) A
 AI7178  ELLIP H (08/18/00)  -17.660  (m)                       GP(       ) 4 1
 AI7178
 AI7178.Superseded values are not recommended for survey control.
 AI7178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7178.See file dsdata.txt to determine how the superseded data were derived.
 AI7178
 AI7178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5190065355(NAD 83)
 AI7178_MARKER: I = METAL ROD
 AI7178_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7178_STAMPING: BOMB 2000
 AI7178_MARK LOGO: NGS   
 AI7178_PROJECTION: FLUSH
 AI7178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7178+STABILITY: POSITION/ELEVATION WELL
 AI7178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7178+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7178_ROD/PIPE-DEPTH: 45.9 meters
 AI7178_SLEEVE-DEPTH  : 0.90 meters
 AI7178
 AI7178  HISTORY     - Date     Condition        Report By
 AI7178  HISTORY     - 2000     MONUMENTED       NGS
 AI7178
 AI7178                          STATION DESCRIPTION
 AI7178
 AI7178'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7178'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7178'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7178'STENNIS SPACE CENTER, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 AI7178'MAIN LINE ROAD AND BOMBING RANGE ROAD, ABOUT IN LINE WITH THE
 AI7178'EXTENSION OF THE NORTHEAST EDGE OF BOMBING RANGE ROAD (THE PORTION
 AI7178'WEST OF MAIN LINE ROAD) , AND ADJACENT TO THE OPERATIONS BUILDING FOR
 AI7178'THE BOMBING RANGE.  OWNERSHIP--JOHN C.  STENNIS SPACE CENTER. CONTACT
 AI7178'MR.  RICHARD B.  SELLERS, COMMERCIAL REMOTE SENSING PROGRAM, LOCKHEED
 AI7178'MARTIN STENNIS OPERATIONS BUILDING 1210, STENNIS SPACE CENTER, MS
 AI7178'39529, FOR PERMISSION TO OCCUPY THIS STATION AND TO OBTAIN THE
 AI7178'REQUIRED BADGES.  PHONE 228-688-1969.  TO REACH FROM THE UNDERPASS AT
 AI7178'THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 607 (TRENT
 AI7178'LOTT PARKWAY) AT EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR 3.38 KM (2.10
 AI7178'MI) TO A GUARD BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607 FOR 4.90 KM
 AI7178'(3.05 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON LEANORD KIMBLE
 AI7178'ROAD FOR 1.81 KM (1.10 MI) TO A GRAVEL ROAD LEFT. TURN LEFT, NORTH, ON
 AI7178'DUMMY LINE ROAD FOR 1.45 KM (0.90 MI) TO A POINT WHERE IT TURNS TO THE
 AI7178'EAST.  TURN RIGHT EAST, THEN SOUTHEAST, ON BOMBING RANGE ROAD FOR 2.25
 AI7178'KM (1.40 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A DRILL HOLE
 AI7178'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AI7178'0.90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 AI7178'BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 51.9 M (170.3 FT)
 AI7178'NORTHEAST OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE
 AI7178'403RD OPERATIONS BUILDING, 46.9 M (153.9 FT) EAST OF THE CENTER OF
 AI7178'MAIN LINE ROAD, 14.4 M (47.2 FT) WEST OF THE NORTHWEST CORNER OF THE
 AI7178'WOODEN NORTH WALL OF A BUILDING WITH A SIGN THAT READS --TEST
 AI7178'OPERATIONS--, 7.7 M (25.3 FT) SOUTH-SOUTHWEST OF THE CENTER OF BOMBING
 AI7178'RANGE ROAD, 1.4 M (4.6 FT) NORTH OF A FIBERGLASS WITNESS POST, AND 1.1
 AI7178'M (3.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.  NOTE--THE ROD WAS
 AI7178'DRIVEN TO REFUSAL AT A DEPTH OF 45.9 M.  (150.6 FT) NOTE--THE DRILL
 AI7178'HOLE IS APPROXIMATELY 1 MM IN DIAMETER AND 2 MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2531 ***********************************************************************
 BH2531  DESIGNATION -  BOND
 BH2531  PID         -  BH2531
 BH2531  STATE/COUNTY-  MS/STONE
 BH2531  USGS QUAD   -  BOND (1993)
 BH2531
 BH2531                         *CURRENT SURVEY CONTROL
 BH2531  ___________________________________________________________________
 BH2531* NAD 83(1993)-  30 53 50.40705(N)    089 10 02.15505(W)     ADJUSTED  
 BH2531* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 BH2531  ___________________________________________________________________
 BH2531  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BH2531  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2531  HORZ ORDER  -  SECOND
 BH2531
 BH2531.The horizontal coordinates were established by classical geodetic methods
 BH2531.and adjusted by the National Geodetic Survey in May 1994.
 BH2531
 BH2531.The orthometric height was scaled from a topographic map.
 BH2531
 BH2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2531
 BH2531.The geoid height was determined by GEOID03.
 BH2531
 BH2531;                    North         East     Units Scale Factor Converg.
 BH2531;SPC MS E     -   154,942.784   268,075.469   MT  0.99996257   -0 10 17.3
 BH2531;SPC MS E     -   508,341.45    879,510.93   sFT  0.99996257   -0 10 17.3
 BH2531;UTM  16      - 3,420,236.554   292,854.870   MT  1.00012933   -1 06 47.8
 BH2531
 BH2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2531!SPC MS E     -   0.99998905  x   0.99996257  =   0.99995162
 BH2531!UTM  16      -   0.99998905  x   1.00012933  =   1.00011838
 BH2531
 BH2531|---------------------------------------------------------------------|
 BH2531| PID    Reference Object                     Distance      Geod. Az  |
 BH2531|                                                           dddmmss.s |
 BH2531| BH2532 BOND 2                               25.016 METERS 07007     |
 BH2531| BH3345 BOND RM 1                            42.456 METERS 07007     |
 BH2531| DD7605 BOND RM 2                            28.493 METERS 33449     |
 BH2531| BH3346 BOND AZ MK                                         3452215.6 |
 BH2531|---------------------------------------------------------------------|
 BH2531
 BH2531                          SUPERSEDED SURVEY CONTROL
 BH2531
 BH2531  NAD 83(1986)-  30 53 50.42446(N)    089 10 02.15320(W) AD(       ) 2
 BH2531  NAD 27      -  30 53 49.74700(N)    089 10 01.96000(W) AD(       ) 2
 BH2531
 BH2531.Superseded values are not recommended for survey control.
 BH2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2531.See file dsdata.txt to determine how the superseded data were derived.
 BH2531
 BH2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9285520237(NAD 83)
 BH2531_MARKER: DS = TRIANGULATION STATION DISK
 BH2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2531+STABILITY: SURFACE MOTION
 BH2531
 BH2531  HISTORY     - Date     Condition        Report By
 BH2531  HISTORY     - 1943     MONUMENTED       CGS
 BH2531  HISTORY     - 1958     GOOD             CGS
 BH2531  HISTORY     - 1963     GOOD             CGS
 BH2531
 BH2531                          STATION DESCRIPTION
 BH2531
 BH2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2531'STATION IS LOCATED ABOUT 4.5 MILES NW OF WIGGINS ON THE E SIDE OF
 BH2531'U.S. HIGHWAY 49 IN THE N EDGE OF
 BH2531'THE VILLAGE OF BOND, 2.0 FEET N OF A STANDARD REFERENCE
 BH2531'POST, 54.6 FEET E OF THE CENTER
 BH2531'OF THE ROAD.  THE DISK IS
 BH2531'STAMPED BOND 1943.
 BH2531'
 BH2531'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH2531'BRONZE DISKS SET
 BH2531'IN CONCRETE.
 BH2531'11A.
 BH2531'
 BH2531'REFERENCE MARK NO. 1 IS 138.42 FEET E OF THE STATION AND 60.0
 BH2531'FEET W OF THE
 BH2531'RAILROAD TRACKS.  THE DISK IS STAMPED BOND NO. 1,
 BH2531'1943.
 BH2531'
 BH2531'REFERENCE MARK NO. 2 IS 93.49 FEET NNW OF THE STATION, 34.3
 BH2531'FEET E OF THE
 BH2531'CENTER OF U.S. HIGHWAY 49.  THE DISK IS STAMPED
 BH2531'BOND NO. 2, 1943.
 BH2531'
 BH2531'AZIMUTH MARK IS ABOUT 0.6 MILE NNW OF THE STATION, 2.0 FEET
 BH2531'E OF A STANDARD
 BH2531'REFERENCE POST, 5.6 FEET E OF A N-S FENCE LINE,
 BH2531'46.6 FEET W OF THE CENTER OF U.S.
 BH2531'HIGHWAY 49.  THE DISK IS
 BH2531'STAMPED BOND 1943.
 BH2531'
 BH2531'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH2531'STATE ROUTE 26 IN
 BH2531'WIGGINS, GO NORTHWESTERLY 3.4 MILES ON HIGHWAY
 BH2531'49 TO STATION ON THE RIGHT AND MR.
 BH2531'CHAVERS STORE ON THE LEFT.
 BH2531'
 BH2531'TO REACH AZIMUTH MARK FROM THE STATION GO NORTHWESTERLY 0.6
 BH2531'MILE ON U.S.
 BH2531'HIGHWAY 49 TO AZIMUTH MARK ON THE LEFT SIDE OF THE
 BH2531'ROAD ACROSS THE ROAD FROM AN
 BH2531'UNPAINTED HOUSE.
 BH2531'
 BH2531'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
 BH2531
 BH2531                          STATION RECOVERY (1958)
 BH2531
 BH2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2531'THE STATION WAS VISITED 11-12-58 AND THE STATION MARK, REFERENCE
 BH2531'MARKS NO. 1 AND NO. 2, AND
 BH2531'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 BH2531'VISIBLE FROM THE STATION.  A NEW
 BH2531'DESCRIPTION FOLLOWS-
 BH2531'
 BH2531'THE STATION IS LOCATED 3.3 MILES NORTH OF WIGGINS ON THE RIGHT-OF-WAY
 BH2531'OF U.S.  HIGHWAY 49, AT THE
 BH2531'NORTH EDGE OF THE VILLAGE OF BOND, 0.2 MILE SOUTH OF THE BOND SCHOOL
 BH2531'ABOUT 100 PACES NORTHEAST AND ACROSS
 BH2531'THE HIGHWAY FOR THE FAIRLEYS GROCERY STORE,
 BH2531'BETWEEN U.S. HIGHWAY 49 AND THE ILLINOIS CENTRAL
 BH2531'RAILROAD TRACKS.  IT IS 200 FEET WEST
 BH2531'OF THE WEST RAIL OF THE TRACK, 55 FEET EAST OF THE CENTERLINE OF
 BH2531'U.S. HIGHWAY 49, 62 FEET NORTH OF
 BH2531'THE PROJECTED CENTERLINE OF A SIDEROAD LEADING WEST, 47 FEET
 BH2531'NORTH-NORTHWEST OF A BRACE POLE FOR THE
 BH2531'POWER POLE WEST OF THE HIGHWAY, 40.5 FEET SOUTH OF A
 BH2531'RIGHT-OF-WAY MARKER AND 72 FEET NORTHEAST
 BH2531'OF THE NORTHEAST CORNER OF THE EAST END OF
 BH2531'A CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS A STANDARD
 BH2531'DISK, STAMPED BOND 1943, PROJECTING 6
 BH2531'INCHES.
 BH2531'
 BH2531'REFERENCE MARK NO. 1 IS 138.42 FEET EAST OF THE STATION, 65 FEET WEST
 BH2531'OF THE WEST RAIL OF THE TRACK
 BH2531'AND OPPOSITE A SWITCH FOR A SIDE TRACK, 68 FEET SOUTHWEST OF A
 BH2531'TELEGRAPH POLE, AND 41 FEET WEST OF A
 BH2531'CUT BANK.  IT IS A STANDARD DISK, STAMPED BOND NO 1
 BH2531'1943, PROJECTING 6 INCHES.
 BH2531'
 BH2531'REFERENCE MARK NO. 2 IS 93.49 FEET NORTH-NORTHWEST OF THE STATION, 53
 BH2531'FEET NORTH-NORTHWEST OF A RIGHT-OF-WAY
 BH2531'MARKER, 35 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 49,
 BH2531'3 FEET EAST OF A CUT BANK AND 3 FEET
 BH2531'ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK,
 BH2531'STAMPED BOND NO 2 1943, PROJECTING 8 INCHES.
 BH2531'
 BH2531'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION ACROSS THE HIGHWAY
 BH2531'FROM A WHITE HOUSE WITH A
 BH2531'CHIMNEY ON THE NORTH AND WEST SIDE OF THE HOUSE AND AT THE EAST EDGE
 BH2531'OF A CULTIVATED FIELD.  IT IS 46
 BH2531'FEET WEST OF THE CENTERLINE OF THE ROAD, 6.5 FEET EAST OF
 BH2531'A FENCE LINE AND A CEDAR TREE, 91 FEET NORTH OF
 BH2531'THE PROJECTED PLANE OF THE NORTH WALL
 BH2531'OF THE MAIN PART OF THE HOUSE EAST OF THE ROAD, AND 115 FEET SOUTH
 BH2531'OF A RIGHT-OF-WAY MARKER WHICH IS
 BH2531'OPPOSITE THE NORTH CITY LIMITS SIGN OF THE VILLAGE OF BOND.  IT IS A
 BH2531'STANDARD DISK, STAMPED BOND 1943,
 BH2531'PROJECTING 2 INCHES.
 BH2531'
 BH2531'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION AT
 BH2531'WIGGINS, GO NORTH ON
 BH2531'U.S. HIGHWAY 49 FOR 3.3 MILES TO A SIDE ROAD LEFT WITH A STORE IN THE
 BH2531'SOUTHEAST ANGLE AND THE
 BH2531'STATION ON THE RIGHT.
 BH2531'
 BH2531'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. HIGHWAY
 BH2531'49 FOR 0.6 MILE TO THE MARK
 BH2531'ON THE LEFT, ACROSS THE ROAD FROM A WHITE HOUSE.
 BH2531
 BH2531                          STATION RECOVERY (1963)
 BH2531
 BH2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH2531'THE STATION WAS VISITED 3-25-63 AND THE STATION AND ALL MARKS WERE
 BH2531'FOUND IN GOOD CONDITION.  THE
 BH2531'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WAS CHECKED AGAINST THE
 BH2531'1943 DISTANCES AND DIRECTIONS.  THE
 BH2531'DIRECTION WERE CHECKED WITH GOOD ACCURACY.  THE DISTANCE
 BH2531'TO REFERENCE MARK NO. 2 CHECKED.  THE DISTANCE TO
 BH2531'REFERENCE MARK NO. 1 WAS FOUND TO
 BH2531'BE .87 FOOT LONGER THAN MEASURED IN 1943.  DUE TO CONSTRUCTION OF A
 BH2531'SECOND LANE ON U.S. HIGHWAY 49
 BH2531'THE STATION AND REFERENCE MARK NO. 2 WERE REQUESTED MOVED BY THE
 BH2531'STATE HIGHWAY DEPARTMENT.  THE
 BH2531'STATION WAS MOVED BY ESTABLISHING A NEW STATION BOND 2
 BH2531'1963, ON LINE AND TOWARD REFERENCE MARK NO. 1 A
 BH2531'DISTANCE OF 25.016 METERS.  REFERENCE
 BH2531'MARK NO. 2 WAS DESTROYED AT THIS DATE, AND THE DISK RECLAIMED.
 BH2531'THE DISK FOR THE STATION SURFACE MARK
 BH2531'WAS RECLAIMED AT THIS DATE, THE UNDERGROUND DISK WILL BE DESTROYED
 BH2531'UPON COMPLETION OF THE ROAD.
 BH2531'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE
 BH2531'AZIMUTH MARK WAS USED FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2532 ***********************************************************************
 BH2532  CBN         -  This is a Cooperative Base Network Control Station.
 BH2532  DESIGNATION -  BOND 2
 BH2532  PID         -  BH2532
 BH2532  STATE/COUNTY-  MS/STONE
 BH2532  USGS QUAD   -  BOND (1993)
 BH2532
 BH2532                         *CURRENT SURVEY CONTROL
 BH2532  ___________________________________________________________________
 BH2532* NAD 83(2007)-  30 53 50.68446(N)    089 10 01.26943(W)     ADJUSTED  
 BH2532* NAVD 88     -        97.892  (meters)     321.17   (feet)  ADJUSTED  
 BH2532  ___________________________________________________________________
 BH2532  EPOCH DATE  -        2002.00
 BH2532  X           -      79,636.308 (meters)                     COMP
 BH2532  Y           -  -5,477,321.148 (meters)                     COMP
 BH2532  Z           -   3,256,174.801 (meters)                     COMP
 BH2532  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BH2532  ELLIP HEIGHT-          69.577 (meters)          (02/10/07) ADJUSTED
 BH2532  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2532  DYNAMIC HT  -          97.765 (meters)     320.75  (feet)  COMP
 BH2532
 BH2532  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH2532  Type    PID    Designation                      North   East  Ellip
 BH2532  -------------------------------------------------------------------
 BH2532  NETWORK BH2532 BOND 2                            0.73   0.69   2.90
 BH2532  -------------------------------------------------------------------
 BH2532  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BH2532
 BH2532  VERT ORDER  -  SECOND    CLASS II
 BH2532
 BH2532.The horizontal coordinates were established by GPS observations
 BH2532.and adjusted by the National Geodetic Survey in February 2007.
 BH2532
 BH2532.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH2532.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH2532.The horizontal coordinates are valid at the epoch date displayed above.
 BH2532.The epoch date for horizontal control is a decimal equivalence
 BH2532.of Year/Month/Day.
 BH2532
 BH2532.The orthometric height was determined by differential leveling
 BH2532.and adjusted in May 1996.
 BH2532
 BH2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2532
 BH2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2532
 BH2532.The ellipsoidal height was determined by GPS observations
 BH2532.and is referenced to NAD 83.
 BH2532
 BH2532.The geoid height was determined by GEOID03.
 BH2532
 BH2532.The dynamic height is computed by dividing the NAVD 88
 BH2532.geopotential number by the normal gravity value computed on the
 BH2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2532.degrees latitude (g = 980.6199 gals.).
 BH2532
 BH2532.The modeled gravity was interpolated from observed gravity values.
 BH2532
 BH2532;                    North         East     Units Scale Factor Converg.
 BH2532;SPC MS E     -   154,951.256   268,099.013   MT  0.99996255   -0 10 16.9
 BH2532;SPC MS E     -   508,369.25    879,588.18   sFT  0.99996255   -0 10 16.9
 BH2532;UTM  16      - 3,420,244.639   292,878.554   MT  1.00012921   -1 06 47.4
 BH2532
 BH2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2532!SPC MS E     -   0.99998907  x   0.99996255  =   0.99995162
 BH2532!UTM  16      -   0.99998907  x   1.00012921  =   1.00011828
 BH2532
 BH2532|---------------------------------------------------------------------|
 BH2532| PID    Reference Object                     Distance      Geod. Az  |
 BH2532|                                                           dddmmss.s |
 BH2532| BH3345 BOND RM 1                            17.440 METERS 07007     |
 BH2532| BH3344 BOND 2 RM 3                          26.204 METERS 15403     |
 BH2532| BH2531 BOND                                 25.016 METERS 25007     |
 BH2532| BH3346 BOND AZ MK                                         3434930.4 |
 BH2532|---------------------------------------------------------------------|
 BH2532
 BH2532                          SUPERSEDED SURVEY CONTROL
 BH2532
 BH2532  ELLIP H (04/15/02)   69.585  (m)                       GP(       ) 4 2
 BH2532  NAD 83(1993)-  30 53 50.68430(N)    089 10 01.26930(W) AD(       ) B
 BH2532  ELLIP H (02/15/02)   69.581  (m)                       GP(       ) 4 1
 BH2532  NAD 83(1993)-  30 53 50.68333(N)    089 10 01.26925(W) AD(       ) 3
 BH2532  NAD 83(1986)-  30 53 50.70075(N)    089 10 01.26740(W) AD(       ) 3
 BH2532  NAD 27      -  30 53 50.02300(N)    089 10 01.07400(W) AD(       ) 3
 BH2532  NAVD 88 (02/15/02)   97.89   (m)          321.2    (f) LEVELING    3  
 BH2532
 BH2532.Superseded values are not recommended for survey control.
 BH2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2532.See file dsdata.txt to determine how the superseded data were derived.
 BH2532
 BH2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9287920245(NAD 83)
 BH2532_MARKER: DS = TRIANGULATION STATION DISK
 BH2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2532_SP_SET: CONCRETE POST
 BH2532_STAMPING: BOND 2 1963
 BH2532_MARK LOGO: CGS   
 BH2532_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 BH2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2532+STABILITY: SURFACE MOTION
 BH2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2532+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BH2532
 BH2532  HISTORY     - Date     Condition        Report By
 BH2532  HISTORY     - 1963     MONUMENTED       CGS
 BH2532  HISTORY     - 1963     GOOD             CGS
 BH2532  HISTORY     - 1971     GOOD             MSHD
 BH2532  HISTORY     - 19890308 GOOD             MSHD
 BH2532  HISTORY     - 20000401 GOOD             NGS
 BH2532  HISTORY     - 20040925 GOOD             MSSU
 BH2532  HISTORY     - 20080201 GOOD             MSDOT
 BH2532
 BH2532                          STATION DESCRIPTION
 BH2532
 BH2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH2532'THE STATION IS LOCATED 3.3 MILES NORTH OF WIGGINS ON THE RIGHT-OF-WAY
 BH2532'OF U.S.  HIGHWAY 49, AT THE
 BH2532'NORTH EDGE OF THE VILLAGE OF BOND, ABOUT 75 YARDS NORTHEAST OF THE
 BH2532'FAIRLEYS GROCERY STORE, BETWEEN THE
 BH2532'HIGHWAY AND THE ILLINOIS CENTRAL RAILROAD TRACKS,
 BH2532'62.5 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 BH2532'LANE OF U.S. HIGHWAY 49, 123 FEET
 BH2532'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 98 FEET WEST OF THE
 BH2532'EDGE OF THE CUT BANK ON THE
 BH2532'RAILROAD, 89.5 FEET NORTH OF THE TELEPHONE POLE FOR THE WIRE OF THE
 BH2532'PHONE LINE TO THE STORE, 141.5
 BH2532'FEET NORTHWEST OF THE 3RD POLE NORTH OF MILEPOST G 38 ON THE RAILROAD
 BH2532'TRACKS, OR POLE NO. 3608, 113 FEET
 BH2532'SOUTHWEST OF POLE NO. 3607 AND 1 FOOT EAST OF A
 BH2532'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BH2532'BOND 2 1963, PROJECTING 4 INCHES.
 BH2532'
 BH2532'REFERENCE MARK 1 IS 57.21 FEET EAST OF THE STATION ON PROPERTY OWNED
 BH2532'BY THE RAILROAD COMPANY,
 BH2532'119 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S.
 BH2532'HIGHWAY 49, 66 FEET WEST OF THE WEST
 BH2532'RAIL OF THE TRACKS, 39 FEET WEST OF THE EDGE OF THE
 BH2532'CUT BANK ON THE RAILROAD, 102 FEET NORTHEAST OF
 BH2532'THE POLE SUPPORTING THE TELEPHONE
 BH2532'WIRE TO THE STORE, 119 FEET NORTHWEST OF THE TELEPHONE POLE NO.
 BH2532'3608 AND 68.5 FEET SOUTH WEST OF
 BH2532'TELEPHONE POLE NO. 3607.  IT IS A STANDARD DISK, STAMPED BOND NO 1
 BH2532'1943, PROJECTING 4 INCHES.
 BH2532'
 BH2532'REFERENCE MARK NO. 3 IS 85.97 FEET SOUTH OF THE STATION, 82 FEET EAST
 BH2532'OF THE CENTERLINE OF THE
 BH2532'NORTH BOUND LANE OF U.S. HIGHWAY 49, 4 FEET NORTH OF A TELEPHONE
 BH2532'POLE, 76 FEET WEST OF POLE NO. 3608
 BH2532'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS
 BH2532'STANDARD DISK, STAMPED BOND 2 1963, PROJECTING 6
 BH2532'INCHES.
 BH2532'
 BH2532'THE AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION ON THE WEST SIDE
 BH2532'OF THE HIGHWAY, ACROSS THE
 BH2532'HIGHWAY FROM A LARGE WHITE HOUSE, 47 FEET NORTH OF THE PROJECTED
 BH2532'PLANE OF THE NORTH WALL OF THE
 BH2532'WHITE HOUSE ACROSS THE HIGHWAY, 5 FEET EAST OF A RIGHT-OF-WAY
 BH2532'FENCE LINE, 46.5 FEET WEST OF THE
 BH2532'CENTERLINE OF THE SOUTHBOUND LANE OF TRAFFIC, 1 FOOT
 BH2532'WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BH2532'DISK, STAMPED BOND 1943, PROJECTING
 BH2532'2 INCHES.
 BH2532'
 BH2532'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION AT
 BH2532'WIGGINS, GO NORTH ON U.S.
 BH2532'HIGHWAY 49 FOR 3.3 MILES TO THE TOP OF A RISE AND THE STATON ON THE
 BH2532'RIGHT, CONTINUE NORTH FOR 0.55 MILE
 BH2532'TO THE AZIMUTH MARK ON THE LEFT.
 BH2532
 BH2532                          STATION RECOVERY (1963)
 BH2532
 BH2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BH2532'RECOVERED IN GOOD CONDITION.
 BH2532
 BH2532                          STATION RECOVERY (1971)
 BH2532
 BH2532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2532'THE STATION IS LOCATED 3.3 MILES NORTHWEST OF WIGGINS ON THE EAST ROW
 BH2532'OF U.S.  HIGHWAY 49, 0.5
 BH2532'MILES NORTH OF THE BOND METHODIST CHURCH, ABOUT 75 YARDS NORTHEAST
 BH2532'OF FAIRLEYS GROCERY STORE IN THE
 BH2532'SOUTHWEST 1/4 OF SECTION 2, T 2S, R 12W.  IT IS 62
 BH2532'FEET EAST OF THE CENTER OF THE EAST LANE OF U.S.
 BH2532'HIGHWAY 49, 123 FEET WEST OF THE
 BH2532'WEST RAIL OF THE ICRR, 98 FEET WEST OF THE EDGE OF THE CUT BANK OF
 BH2532'THE RAILROAD TRACK, 89 FEET
 BH2532'NORTHWEST OF A TELEPHONE POLE WHERE THE WIRES CROSS THE ROAD, 141.5
 BH2532'FEET NORTHWEST OF POLE NO 4608
 BH2532'(THIRD POLE NORTH OF MILEPOST G 38) 113 FEET SOUTHWEST
 BH2532'OF POLE NO 4607, 26.5 FEET WEST-SOUTHWEST OF A
 BH2532'ROW MARKER, 52 FEET NORTH OF THE
 BH2532'CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 BH2532'POST.
 BH2532'
 BH2532'IT IS A TRIANGULATION DISK, STAMPED BOND 2 1963 PROJECTING 1 INCH.
 BH2532'
 BH2532'REFERENCE MARK NO 1 IS 57.21 FEET EAST OF THE STATION.  IT IS 119
 BH2532'FEET EAST OF THE CENTER OF
 BH2532'THE EAST LANE OF HIGHWAY 49, 66 FEET WEST OF THE WEST RAIL, 39 FEET
 BH2532'WEST OF THE EDGE OF THE CUT BANK
 BH2532'ON THE RAILROAD, 102 FEET NORTHEAST OF TELEPHONE
 BH2532'POLE WHERE THE WIRES CROSS THE ROAD, 119 FEET
 BH2532'NORTHWEST OF POLE NO 4608, 68.5 FEET
 BH2532'SOUTHWEST OF POLE NO 4607, 33 FEET EAST-SOUTHEAST OF A ROW
 BH2532'MARKER, 10 FEET EAST OF THE
 BH2532'PROJECTED CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL
 BH2532'WITNESS POST.  IT IS A
 BH2532'REFERENCE MARK DISK STAMPED BOND NO 1 1949 PROJECTING 5 INCHES.
 BH2532'
 BH2532'REFERENCE MARK NO 3 IS 85.97 FEET SOUTH-SOUTHEAST OF THE STATION.  IT
 BH2532'IS 82 FEET EAST OF THE
 BH2532'CENTER OF THE EAST LANE OF HIGHWAY 49, 17 FEET SOUTHWEST OF THE
 BH2532'CENTER OF THE CURVE IN A GRAVELED
 BH2532'ROAD, 78 FEET WEST OF POLE NO 4608, 95.5 FEET
 BH2532'SOUTH OF A ROW MARKER, 28 FEET WEST OF THE PROJECTED
 BH2532'CENTER OF A GRAVELED ROAD, 3
 BH2532'FEET NORTH OF A TELEPHONE POLE WHERE THE WIRES CROSS THE ROAD AND 1
 BH2532'FOOT SOUTHEAST OF A METAL WITNESS
 BH2532'POST.  IT IS A REFERENCE MARK DISK, STAMPED BOND 2 NO 3 1963
 BH2532'PROJECTING 2 INCHES.
 BH2532'
 BH2532'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 3 IS 98.09 FEET.
 BH2532'
 BH2532'THE AZIMUTH MARK IS 0.55 MILES NORTH OF THE STATION.  IT IS 45.5 FEET
 BH2532'WEST OF THE CENTER OF
 BH2532'THE WEST LANE OF HIGHWAY 49, 47 FEET NORTH OF THE PROJECTED PLANE
 BH2532'OF THE NORTH WALL OF A LARGE FRAME
 BH2532'HOUSE, 5 FEET EAST OF A 7 INCH CEDAR IN A ROW
 BH2532'FENCE, 30.5 FEET NORTH-NORTHEAST OF A 12 INCH CEDAR
 BH2532'AND 1 FOOT WEST OF A METAL
 BH2532'WITNESS POST. THE STATION IS VISIBLE FROM THE AZIMUTH.  IT IS
 BH2532'AN AZIMUTH MARK DISK, STAMPED
 BH2532'BOND 1943 PROJECTING 1 INCH.
 BH2532'
 BH2532'TO REACH THE STATION FROM THE BANK OF WIGGINS IN WIGGINS GO NORTHWEST
 BH2532'ON OLD U.S. HIGHWAY 49
 BH2532'FOR 2.4 MILES TO THE JUNCTION OF NEW U.S. HIGHWAY 49.  TURN RIGHT
 BH2532'AND GO NORTH ON U.S. HIGHWAY 49
 BH2532'FOR 1.1 MILES TO THE STATION ON THE RIGHT JUST
 BH2532'BEYOND A SIDE ROAD LEFT.  TO REACH THE AZIMUTH
 BH2532'CONTINUE NORTH ON U.S. HIGHWAY 49 FOR
 BH2532'0.6 MILES TO THE MARK ON THE LEFT JUST BEYOND A LARGE FRAME HOUSE
 BH2532'ON THE RIGHT.
 BH2532'
 BH2532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.3 MILES NORTHWEST
 BH2532'OF WIGGINS.
 BH2532
 BH2532                          STATION RECOVERY (1989)
 BH2532
 BH2532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH2532'MARK IS LACATED ABOUT 3.3 MI (5.3 KM) NORTHWEST OF WIGGINS, IN
 BH2532'BETWEEN THE EAST R.O.W. OF U.S. HIGHWAY 49 AND THE I.C.G. RAILROAD
 BH2532'TRACK, 0.5 MI (0.8 KM) NORTH OF THE BOND METHODIST CHURCH, ABOUT 75
 BH2532'YDS NORTHEAST OF A GROCERY STORE AND IS IN SECTION 2, T 2S, R 12W.
 BH2532'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT
 BH2532'THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.2 MI
 BH2532'(3.5 KM) TO THE JUNCTION OF OLD HIGHWAY 49, CONTINUE NORTH ON U.S.
 BH2532'HIGHWAY 49 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE RIGHT, JUST BEYOND
 BH2532'A SIDE ROAD LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 BH2532'CONCRETE POST, PROJECTING 1 INCH.  IT IS 123 FT (37.5 M) WEST OF THE
 BH2532'WEST RAIL, 98 FT (29.9 M) WEST OF THE CUT BANK OF THE RAILROAD TRACK,
 BH2532'62 FT (18.9 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 BH2532'49, 52 FT (15.8 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 26.5 FT (8.1
 BH2532'M) WEST SOUTHWEST OF A R.O.W. MARKER AND 1 FT (0.3 M) SOUTHEAST OF A
 BH2532'METAL WITNESS POST.
 BH2532
 BH2532                          STATION RECOVERY (2000)
 BH2532
 BH2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH2532'RECOVERED AS AMENDED.  THE MARK IS NOW 26.25 M (86.12 FT) NNW OF RM 3,
 BH2532'WHICH IN TURN IS 0.65 M (2.13 FT) NORTH OF A TELEPHONE CABLE PEDISTAL
 BH2532'AND 1.05 M (3.44 FT) NORTHEAST OF A WOOD UTILITY POLE.  THE MARK IS
 BH2532'ALSO 13.9 M (45.6 FT) NORTH OF A STOP SIGN, 12.4 M (40.7 FT) WEST OF A
 BH2532'SHORT STEEL WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF AN ORANGE
 BH2532'WITNESS POST.  RM 1 WAS ALSO RECOVERED ON THIS DATE.
 BH2532
 BH2532                          STATION RECOVERY (2004)
 BH2532
 BH2532'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (JRD)
 BH2532'RECOVERED IN GOOD CONDITION.
 BH2532
 BH2532                          STATION RECOVERY (2008)
 BH2532
 BH2532'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BH2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3344 ***********************************************************************
 BH3344  DESIGNATION -  BOND 2 RM 3
 BH3344  PID         -  BH3344
 BH3344  STATE/COUNTY-  MS/STONE
 BH3344  USGS QUAD   -  BOND (1993)
 BH3344
 BH3344                         *CURRENT SURVEY CONTROL
 BH3344  ___________________________________________________________________
 BH3344* NAD 83(1986)-  30 53 51.     (N)    089 10 01.     (W)     SCALED    
 BH3344* NAVD 88     -        97.403  (meters)     319.56   (feet)  ADJUSTED  
 BH3344  ___________________________________________________________________
 BH3344  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH3344  DYNAMIC HT  -          97.277 (meters)     319.15  (feet)  COMP
 BH3344  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BH3344
 BH3344  VERT ORDER  -  SECOND    CLASS II
 BH3344
 BH3344.The horizontal coordinates were scaled from a topographic map and have
 BH3344.an estimated accuracy of +/- 6 seconds.
 BH3344
 BH3344.The orthometric height was determined by differential leveling
 BH3344.and adjusted in May 1996.
 BH3344
 BH3344.The geoid height was determined by GEOID03.
 BH3344
 BH3344.The dynamic height is computed by dividing the NAVD 88
 BH3344.geopotential number by the normal gravity value computed on the
 BH3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3344.degrees latitude (g = 980.6199 gals.).
 BH3344
 BH3344.The modeled gravity was interpolated from observed gravity values.
 BH3344
 BH3344;                    North         East    Units  Estimated Accuracy
 BH3344;SPC MS E     -   154,960.      268,110.      MT  (+/- 180 meters Scaled)
 BH3344
 BH3344                          SUPERSEDED SURVEY CONTROL
 BH3344
 BH3344.No superseded survey control is available for this station.
 BH3344
 BH3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV928202(NAD 83)
 BH3344_MARKER: DR = REFERENCE MARK DISK
 BH3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3344_SP_SET: CONCRETE POST
 BH3344_STAMPING: BOND 2 NO 3 1963
 BH3344_MARK LOGO: CGS   
 BH3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3344+STABILITY: SURFACE MOTION
 BH3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3344+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1989
 BH3344
 BH3344  HISTORY     - Date     Condition        Report By
 BH3344  HISTORY     - 1963     MONUMENTED       CGS
 BH3344  HISTORY     - 19890308 GOOD             MSHD
 BH3344
 BH3344                          STATION DESCRIPTION
 BH3344
 BH3344'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3344'MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHWEST OF WIGGINS , IN
 BH3344'BETWEEN THE EAST R.O.W. OF U.S. HIGHWAY 49 AND THE I.C.G. RAILROAD
 BH3344'TRACK, 0.5 MI (0.8 KM) NORTH OF THE BOND METHODIST CHURCH, ABOUT 75
 BH3344'YDS NORTHEAST OF A GROCERY STORE AND IS IN SECTION 2, T 2S, R 12W.
 BH3344'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT
 BH3344'THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.2 MI
 BH3344'(3.5 KM) TO THE JUNCTION OF OLD HIGHWAY 49, CONTINUE NORTH ON U.S.
 BH3344'HIGHWAY 49 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BH3344'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 2
 BH3344'INCHES.  IT IS 103 FT (31.4 M) WEST OF THE WEST RAIL, 95.5 FT (29.1
 BH3344'M) SOUTH OF A R.O.W. MARKER, 82 FT (25.0 M) EAST OF THE CENTER OF
 BH3344'THE NORTH BOUND LANE OF HIGHWAY 49, 28 FT (8.5 M) WEST OF THE
 BH3344'PROJECTED CENTER OF A GRAVEL ROAD, 3 FT (0.9 M) NORTH OF A TELEPHONE
 BH3344'POLE WHERE THE WIRE CROSSES THE ROAD AND 1 FT (0.3 M) SOUTHEAST OF A
 BH3344'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3346 ***********************************************************************
 BH3346  DESIGNATION -  BOND AZ MK
 BH3346  PID         -  BH3346
 BH3346  STATE/COUNTY-  MS/STONE
 BH3346  USGS QUAD   -  BOND (1993)
 BH3346
 BH3346                         *CURRENT SURVEY CONTROL
 BH3346  ___________________________________________________________________
 BH3346* NAD 83(1986)-  30 54 18.     (N)    089 10 10.     (W)     SCALED    
 BH3346* NAVD 88     -        94.453  (meters)     309.88   (feet)  ADJUSTED  
 BH3346  ___________________________________________________________________
 BH3346  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH3346  DYNAMIC HT  -          94.331 (meters)     309.48  (feet)  COMP
 BH3346  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BH3346
 BH3346  VERT ORDER  -  SECOND    CLASS II
 BH3346
 BH3346.The horizontal coordinates were scaled from a topographic map and have
 BH3346.an estimated accuracy of +/- 6 seconds.
 BH3346
 BH3346.The orthometric height was determined by differential leveling
 BH3346.and adjusted in May 1996.
 BH3346
 BH3346.The geoid height was determined by GEOID03.
 BH3346
 BH3346.The dynamic height is computed by dividing the NAVD 88
 BH3346.geopotential number by the normal gravity value computed on the
 BH3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3346.degrees latitude (g = 980.6199 gals.).
 BH3346
 BH3346.The modeled gravity was interpolated from observed gravity values.
 BH3346
 BH3346;                    North         East    Units  Estimated Accuracy
 BH3346;SPC MS E     -   155,790.      267,870.      MT  (+/- 180 meters Scaled)
 BH3346
 BH3346                          SUPERSEDED SURVEY CONTROL
 BH3346
 BH3346.No superseded survey control is available for this station.
 BH3346
 BH3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV926210(NAD 83)
 BH3346_MARKER: DZ = AZIMUTH MARK DISK
 BH3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3346_SP_SET: SQUARE CONCRETE MONUMENT
 BH3346_STAMPING: BOND 1943
 BH3346_MARK LOGO: CGS   
 BH3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3346+STABILITY: SURFACE MOTION
 BH3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3346+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1989
 BH3346
 BH3346  HISTORY     - Date     Condition        Report By
 BH3346  HISTORY     - 1943     MONUMENTED       CGS
 BH3346  HISTORY     - 19890308 GOOD             MSHD
 BH3346
 BH3346                          STATION DESCRIPTION
 BH3346
 BH3346'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3346'MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF WIGGINS, ON THE WEST
 BH3346'R.O.W OF U.S. HIGHWAY 49, 1.05 MI (1.69 KM) NORTH OF THE BOND
 BH3346'METHODIST CHURCH AND IS IN SECTION 2, T 2S, R 12W.  TO REACH FROM THE
 BH3346'U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT THE WEST EDGE OF
 BH3346'WIGGINS, GO NORTHWEST OF U.S. HIGHWAY 49 FOR 2.2 MI (3.5 KM) TO THE
 BH3346'JUNCTION OF OLD HIGHWAY 49, CONTINUE NORTH ON U.S. HIGHWAY 49 FOR
 BH3346'1.7 MI (2.7 KM) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET
 BH3346'IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT IS 47 FT
 BH3346'(14.3 M) NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF A LARGE
 BH3346'FRAME HOUSE, 45.5 FT (13.9 M) WEST OF THE CENTER OF THE SOUTH BOUND
 BH3346'LANE OF HIGHWAY 49, 30.5 FT (9.3 M) NORTH NORTHEAST OF A 15 INCH
 BH3346'CEDAR, 5 FT (1.5 M) EAST OF A 9 INCH CEDAR IN A R.O.W. FENCE AND 1
 BH3346'FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3345 ***********************************************************************
 BH3345  DESIGNATION -  BOND RM 1
 BH3345  PID         -  BH3345
 BH3345  STATE/COUNTY-  MS/STONE
 BH3345  USGS QUAD   -  BOND (1993)
 BH3345
 BH3345                         *CURRENT SURVEY CONTROL
 BH3345  ___________________________________________________________________
 BH3345* NAD 83(1986)-  30 53 50.     (N)    089 10 01.     (W)     SCALED    
 BH3345* NAVD 88     -        97.581  (meters)     320.15   (feet)  ADJUSTED  
 BH3345  ___________________________________________________________________
 BH3345  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH3345  DYNAMIC HT  -          97.455 (meters)     319.73  (feet)  COMP
 BH3345  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BH3345
 BH3345  VERT ORDER  -  SECOND    CLASS II
 BH3345
 BH3345.The horizontal coordinates were scaled from a topographic map and have
 BH3345.an estimated accuracy of +/- 6 seconds.
 BH3345
 BH3345.The orthometric height was determined by differential leveling
 BH3345.and adjusted in May 1996.
 BH3345
 BH3345.The geoid height was determined by GEOID03.
 BH3345
 BH3345.The dynamic height is computed by dividing the NAVD 88
 BH3345.geopotential number by the normal gravity value computed on the
 BH3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3345.degrees latitude (g = 980.6199 gals.).
 BH3345
 BH3345.The modeled gravity was interpolated from observed gravity values.
 BH3345
 BH3345;                    North         East    Units  Estimated Accuracy
 BH3345;SPC MS E     -   154,930.      268,110.      MT  (+/- 180 meters Scaled)
 BH3345
 BH3345                          SUPERSEDED SURVEY CONTROL
 BH3345
 BH3345.No superseded survey control is available for this station.
 BH3345
 BH3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV928202(NAD 83)
 BH3345_MARKER: DR = REFERENCE MARK DISK
 BH3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3345_SP_SET: SQUARE CONCRETE MONUMENT
 BH3345_STAMPING: BOND NO 1 1943
 BH3345_MARK LOGO: CGS   
 BH3345_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3345+STABILITY: SURFACE MOTION
 BH3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3345+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2000
 BH3345
 BH3345  HISTORY     - Date     Condition        Report By
 BH3345  HISTORY     - 1943     MONUMENTED       CGS
 BH3345  HISTORY     - 19890308 GOOD             MSHD
 BH3345  HISTORY     - 20000310 GOOD             NGS
 BH3345
 BH3345                          STATION DESCRIPTION
 BH3345
 BH3345'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3345'MARK IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHWEST OF WIGGINS, IN
 BH3345'BETWEEN THE EAST R.O.W. OF U.S. HIGHWAY 49 AND THE I.C.G. RAILROAD
 BH3345'TRACK, 0.5 MI (0.8 KM) NORTH OF THE BOND METHODIST CHURCH, ABOUT 75
 BH3345'YDS NORTHEAST OF A GROCERY STORE AND IS IN SECTION 2, T 2S, R 12W.
 BH3345'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, AT
 BH3345'THE WEST EDGE OF WIGGINS, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.2 MI
 BH3345'(3.5 KM) TO THE JUNCTION OF OLD HOGHWAY 49, CONTINUE NORTH ON U.S.
 BH3345'HIGHWAY 49 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE RIGHT, JUST BEYOND
 BH3345'A SIDE ROAD LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BH3345'CONCRETE POST, PROJECTING 5 INCHES.  IT IS 119 FT (36.3 M) EAST OF
 BH3345'THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 66 FT (20.1 M) WEST
 BH3345'OF THE WEST RAIL, 39 FT (11.9 M) WEST OF THE CUT BANK OF THE RAILROAD
 BH3345'TRACK, 33 FT (10.1 M) SOUTEAST OF A R.O.W. MARKER, 10 FT (3.0 M)
 BH3345'EAST OF THE PROJECTED CENTER OF A GRAVEL ROAD AND 1 FT (0.3 M) SOUTH
 BH3345'OF A METAL WITNESS POST.
 BH3345
 BH3345                          STATION RECOVERY (2000)
 BH3345
 BH3345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH3345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0478 ***********************************************************************
 CO0478  DESIGNATION -  BONITA
 CO0478  PID         -  CO0478
 CO0478  STATE/COUNTY-  MS/LAUDERDALE
 CO0478  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0478
 CO0478                         *CURRENT SURVEY CONTROL
 CO0478  ___________________________________________________________________
 CO0478* NAD 83(1993)-  32 22 55.89855(N)    088 39 29.47534(W)     ADJUSTED  
 CO0478* NAVD 88     -       130.562  (meters)     428.35   (feet)  ADJUSTED  
 CO0478  ___________________________________________________________________
 CO0478  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CO0478  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO0478  DYNAMIC HT  -         130.408 (meters)     427.85  (feet)  COMP
 CO0478  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CO0478
 CO0478  HORZ ORDER  -  THIRD
 CO0478  VERT ORDER  -  FIRST     CLASS I
 CO0478
 CO0478.The horizontal coordinates were established by classical geodetic methods
 CO0478.and adjusted by the National Geodetic Survey in May 1994.
 CO0478
 CO0478.The orthometric height was determined by differential leveling
 CO0478.and adjusted in June 1991.
 CO0478
 CO0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0478
 CO0478.The geoid height was determined by GEOID03.
 CO0478
 CO0478.The dynamic height is computed by dividing the NAVD 88
 CO0478.geopotential number by the normal gravity value computed on the
 CO0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0478.degrees latitude (g = 980.6199 gals.).
 CO0478
 CO0478.The modeled gravity was interpolated from observed gravity values.
 CO0478
 CO0478;                    North         East     Units Scale Factor Converg.
 CO0478;SPC MS E     -   319,542.230   316,480.239   MT  0.99995335   +0 05 37.7
 CO0478;SPC MS E     - 1,048,364.80  1,038,318.92   sFT  0.99995335   +0 05 37.7
 CO0478;UTM  16      - 3,584,009.333   344,019.143   MT  0.99990003   -0 53 17.7
 CO0478
 CO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0478!SPC MS E     -   0.99998390  x   0.99995335  =   0.99993725
 CO0478!UTM  16      -   0.99998390  x   0.99990003  =   0.99988393
 CO0478
 CO0478|---------------------------------------------------------------------|
 CO0478| PID    Reference Object                     Distance      Geod. Az  |
 CO0478|                                                           dddmmss.s |
 CO0478| CO0477 BONITA RM 1                          29.880 METERS 01548     |
 CO0478| CO0485 BONITA AZ MK                                       2435154.5 |
 CO0478| CO0479 BONITA RM 2                          28.164 METERS 29538     |
 CO0478|---------------------------------------------------------------------|
 CO0478
 CO0478                          SUPERSEDED SURVEY CONTROL
 CO0478
 CO0478  NAD 83(1993)-  32 22 55.91029(N)    088 39 29.47706(W) AD(       ) 3
 CO0478  NAD 83(1986)-  32 22 55.91325(N)    088 39 29.47834(W) AD(       ) 3
 CO0478  NAD 27      -  32 22 55.40532(N)    088 39 29.32193(W) AD(       ) 3
 CO0478  NGVD 29 (??/??/??)  130.546  (m)          428.30   (f) ADJUSTED    1 1
 CO0478
 CO0478.Superseded values are not recommended for survey control.
 CO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0478.See file dsdata.txt to determine how the superseded data were derived.
 CO0478
 CO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4401984009(NAD 83)
 CO0478_MARKER: DS = TRIANGULATION STATION DISK
 CO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0478_SP_SET: CONCRETE POST
 CO0478_STAMPING: BONITA 1954
 CO0478_MARK LOGO: CGS   
 CO0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0478+STABILITY: SURFACE MOTION
 CO0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0478+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 CO0478
 CO0478  HISTORY     - Date     Condition        Report By
 CO0478  HISTORY     - 1954     MONUMENTED       CGS
 CO0478  HISTORY     - 1961     GOOD             MSHD
 CO0478  HISTORY     - 1964     GOOD             MSHD
 CO0478  HISTORY     - 1968     GOOD             CGS
 CO0478  HISTORY     - 1968     GOOD             NGS
 CO0478  HISTORY     - 1980     GOOD             MSSU
 CO0478  HISTORY     - 19811001 GOOD             MSSU
 CO0478  HISTORY     - 19900411 GOOD             MSHD
 CO0478
 CO0478                          STATION DESCRIPTION
 CO0478
 CO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 CO0478'STATION IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF MERIDIAN ON
 CO0478'PROPERTY OWNED BY MRS. B.B. HARPER.  IT IS 211 FEET SOUTHEAST OF
 CO0478'THE SOUTHEAST CORNER OF A FRAME HOUSE, 103 FEET NORTH OF THE
 CO0478'CENTER OF A PAVED ROAD, 37 FEET EAST OF THE CENTER OF A GRAVEL
 CO0478'DRIVEWAY AND 23 FEET WEST OF AN 8 INCH OAK TREE.  THE MARK IS
 CO0478'FLUSH AND THE DISK IS STAMPED BONITA 1954.
 CO0478'
 CO0478'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A FENCE LINE AND 1 FOOT
 CO0478'NORTHWEST OF A 6 INCH PINE TREE.  THE MARK IS FLUSH AND THE DISK
 CO0478'IS STAMPED BONITA NO 1 1954.
 CO0478'REFERENCE MARK NO. 2 IS 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CO0478'OF THE FRAME HOUSE, 52 FEET SOUTHEAST OF A POWER LINE POLE AND 15
 CO0478'FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH
 CO0478'AND THE DISK IS STAMPED BONITA NO 2 1954.
 CO0478'
 CO0478'AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 11
 CO0478'AND 80 BUSINESS ROUTE AND 3 FEET NORTHEAST OF A WHITE WITNESS
 CO0478'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BONITA
 CO0478'1954.
 CO0478'
 CO0478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 11
 CO0478'AND 80, AT THE EAST EDGE OF MERIDIAN, GO NORTH ON HIGHWAY 11 AND
 CO0478'80 FOR 2.4 MILES TO THE JUNCTION WITH HIGHWAY 11 AND 80 BUSINESS
 CO0478'ROUTE AND A PAVED CROSSROAD, TURN RIGHT AND GO EAST ON PAVED ROAD
 CO0478'FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT LEADING TO A FRAME HOUSE
 CO0478'AND THE STATION AS DESCRIBED.
 CO0478'
 CO0478'TO REACH FROM THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 11
 CO0478'AND 80 BY PASS AND 11 AND 80 BUSINESS ROUTE AND A PAVED CROSSROAD,
 CO0478'GO SOUTHWEST ON HIGHWAY 11 AND 80 BUSINESS ROUTE FOR 0.55 MILE TO
 CO0478'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CO0478'
 CO0478'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CO0478
 CO0478                          STATION RECOVERY (1961)
 CO0478
 CO0478'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO0478'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER IN 1954.
 CO0478'
 CO0478'OBSERVATIONS MADE FROM A 50 FOOT ALUMINUM TOWER IN 1961.
 CO0478'
 CO0478'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 CO0478'GOOD CONDITION.  THE 1954 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO0478
 CO0478                          STATION RECOVERY (1964)
 CO0478
 CO0478'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0478'THE STATION WAS VISITED JANUARY 1964 AND ALL MARKS WERE FOUND IN
 CO0478'GOOD CONDITION.
 CO0478'
 CO0478'THE 1954 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO0478
 CO0478                          STATION RECOVERY (1968)
 CO0478
 CO0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CO0478'THE STATION MARK, STAMPED BONITA 1954, IS ABOUT 0.5 MILE SOUTHEAST
 CO0478'ALONG 22ND AVENUE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE
 CO0478'0.95 MILE NORTHEAST ALONG B STREET WHICH IS THE BUSINESS ROUTE FOR
 CO0478'U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 0.3 MILE
 CO0478'NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80
 CO0478'AND STATE HIGHWAY 19, THENCE 0.95 MILE NORTHEAST ALONG THE
 CO0478'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80, THENCE 0.2 MILE
 CO0478'NORTHEAST ALONG U.S. HIGHWAYS 11 AND 80, THENCE 0.55 MILE EAST
 CO0478'ALONG 23RD STREET, IN SECTION 9, T 6 N, R 16 E, 102 FEET NORTH
 CO0478'OF THE CENTER LINE OF THE STREET, 212 FEET SOUTHEAST OF THE
 CO0478'SOUTHEAST CORNER OF A FRAME HOUSE, 39 FEET NORTHEAST OF THE
 CO0478'CENTER LINE OF A GRAVELED DRIVEWAY, 91 FEET SOUTH OF A 28-INCH
 CO0478'HICKORY TREE, 22-1/2 FEET WEST OF A 24-INCH OAK TREE, AND SET
 CO0478'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 CO0478'OF THE GROUND.
 CO0478'
 CO0478'R.M. 1, STAMPED BONITA NO 1 1954, IS 98.03 FEET NORTH OF THE
 CO0478'STATION MARK, 196 FEET NORTH OF THE CENTER LINE OF THE STREET, 41
 CO0478'FEET EAST OF A 28-INCH HICKORY TREE, 2 FEET WEST OF A FENCE, 1-1/2
 CO0478'FEET SOUTHEAST OF A 20-INCH PINE TREE, 1.6 FEET NORTHEAST OF A
 CO0478'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 CO0478'INCHES BELOW THE SURFACE OF THE GROUND.
 CO0478'
 CO0478'R.M. 2, STAMPED BONITA NO 2 1954, IS 92.40 FEET NORTHWEST OF THE
 CO0478'STATION MARK, 142 FEET NORTH OF THE CENTER LINE OF THE STREET, 119
 CO0478'1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 52
 CO0478'FEET SOUTHWEST OF A POWER POLE, 84 FEET SOUTHWEST OF A 28-INCH
 CO0478'HICKORY TREE, 15 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 CO0478'DRIVEWAY, 7-1/2 FEET NORTHWEST OF A 7-INCH OAK TREE, AND SET IN
 CO0478'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE
 CO0478'GROUND.
 CO0478'
 CO0478'THE AZIMUTH MARK, STAMPED BONITA 1954, IS 1.15 MILES SOUTHWEST OF
 CO0478'THE STATION MARK, 0.25 MILE SOUTHWEST OF DAVIS AND MASSEY MOTOR
 CO0478'COMPANY, 0.2 MILE SOUTHWEST OF BLANKS TOURIST COURT, 0.2 MILE
 CO0478'SOUTHWEST OF BLANKS TOURIST COURT, 0.2 MILE NORTHEAST OF THE
 CO0478'NORTHEAST END OF A HIGHWAY BRIDGE OVER SOWASHEE CREEK, 50 FEET
 CO0478'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 124 YARDS NORTHEAST
 CO0478'AND ACROSS THE HIGHWAY FROM MARKER POST NUMBER MHA-29 FOR AN
 CO0478'UNDERGROUND TELEPHONE CABLE, 1.5 FEET SOUTHEAST OF A METAL
 CO0478'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 CO0478'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 CO0478'
 CO0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.45 MILE EAST
 CO0478
 CO0478                          STATION RECOVERY (1968)
 CO0478
 CO0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0478'3.45 MI E FROM MERIDIAN.
 CO0478'ABOUT 0.5 MILE SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0478'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 0.95 MILE
 CO0478'NORTHEAST ALONG B STREET WHICH IS THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0478'11 AND 80 AND STATE HIGHWAY 19, THENCE 0.3 MILE NORTHEAST ALONG THE
 CO0478'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19,
 CO0478'THENCE 0.95 MILE NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0478'11 AND 80, THENCE 0.2 MILE NORTHEAST ALONG U.S. HIGHWAYS 11 AND 80,
 CO0478'THENCE 0.55 MILE EAST ALONG 23RD STREET, IN SECTION 9, T 6 N, R 16 E,
 CO0478'102 FEET NORTH OF THE CENTERLINE OF THE STREET, 212 FEET SOUTHEAST OF
 CO0478'THE SOUTHEAST CORNER OF A FRAME HOUSE, 39 FEET NORTHEAST OF THE
 CO0478'CENTERLINE OF A GRAVELED DRIVEWAY, 91 FEET SOUTH OF A 28-INCH HICKORY
 CO0478'TREE, 22 1/2 FEET WEST OF A 24-INCH OAK TREE, 98.03 FEET SOUTH OF
 CO0478'BONITA R.M. 1, 92.40 FEET SOUTHEAST OF BONITA R.M. 2, AND SET IN THE
 CO0478'TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0478
 CO0478                          STATION RECOVERY (1980)
 CO0478
 CO0478'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CO0478'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CO0478
 CO0478                          STATION RECOVERY (1981)
 CO0478
 CO0478'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO0478'RECOVERED IN GOOD CONDITION.
 CO0478
 CO0478                          STATION RECOVERY (1990)
 CO0478
 CO0478'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0478'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHEAST OF MERIDIAN ON THE
 CO0478'FRONT LAWN OF A BRICK HOUSE, 2.5 MI (4.0 KM) SOUTH OF MARION AND IS
 CO0478'IN SECTION 9. T 6N, R 16E.
 CO0478'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 11, 80 AND STATE
 CO0478'HIGHWAY 39 JUST NORTH OF I-2O I- 59 IN MERIDIAN GO NORTHEAST ON U.S.
 CO0478'HIGHWAY 11 AND 80 FOR 1.1 MI (1.8 KM) TO A CROSSROAD, TURN RIGHT AND
 CO0478'GO EAST ON HAWKINS CROSSING ROAD FOR 0.55 MI (0.89 KM) TO A DRIVEWAY
 CO0478'AND THE MARK ON THE LEFT.
 CO0478'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0478'FLUSH WITH THE GROUND, 102 FT (31.1 M) SOUTH OF THE SOUTHEAST CORNER
 CO0478'OF A BRICK HOUSE, 101 FT (30.8 M) NORTH OF THE CENTER OF A PAVED
 CO0478'ROAD, 91.4 FT (27.9 M) SOUTH OF A 24 INCH HICKORY, 43.5 FT (13.3 M)
 CO0478'WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 38 FT (11.6 M) EAST OF THE
 CO0478'CENTER OF A GRAVEL DRIVEWAY AND 2.2 FT (0.7 M) WEST OF AN 18 INCH
 CO0478'OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0485 ***********************************************************************
 CO0485  DESIGNATION -  BONITA AZ MK
 CO0485  PID         -  CO0485
 CO0485  STATE/COUNTY-  MS/LAUDERDALE
 CO0485  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0485
 CO0485                         *CURRENT SURVEY CONTROL
 CO0485  ___________________________________________________________________
 CO0485* NAD 83(1986)-  32 22 34.     (N)    088 40 24.     (W)     SCALED    
 CO0485* NAVD 88     -        99.585  (meters)     326.72   (feet)  ADJUSTED  
 CO0485  ___________________________________________________________________
 CO0485  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CO0485  DYNAMIC HT  -          99.468 (meters)     326.34  (feet)  COMP
 CO0485  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 CO0485
 CO0485  VERT ORDER  -  FIRST     CLASS I
 CO0485
 CO0485.The horizontal coordinates were scaled from a topographic map and have
 CO0485.an estimated accuracy of +/- 6 seconds.
 CO0485
 CO0485.The orthometric height was determined by differential leveling
 CO0485.and adjusted in June 1991.
 CO0485
 CO0485.The geoid height was determined by GEOID03.
 CO0485
 CO0485.The dynamic height is computed by dividing the NAVD 88
 CO0485.geopotential number by the normal gravity value computed on the
 CO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0485.degrees latitude (g = 980.6199 gals.).
 CO0485
 CO0485.The modeled gravity was interpolated from observed gravity values.
 CO0485
 CO0485;                    North         East    Units  Estimated Accuracy
 CO0485;SPC MS E     -   318,870.      315,060.      MT  (+/- 180 meters Scaled)
 CO0485
 CO0485                          SUPERSEDED SURVEY CONTROL
 CO0485
 CO0485  NGVD 29 (??/??/??)   99.569  (m)          326.67   (f) ADJUSTED    1 1
 CO0485
 CO0485.Superseded values are not recommended for survey control.
 CO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0485.See file dsdata.txt to determine how the superseded data were derived.
 CO0485
 CO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA425833(NAD 83)
 CO0485_MARKER: DZ = AZIMUTH MARK DISK
 CO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0485_SP_SET: CONCRETE POST
 CO0485_STAMPING: BONITA 1954
 CO0485_MARK LOGO: CGS   
 CO0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0485+STABILITY: SURFACE MOTION
 CO0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0485+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 CO0485
 CO0485  HISTORY     - Date     Condition        Report By
 CO0485  HISTORY     - 1954     MONUMENTED       CGS
 CO0485  HISTORY     - 1968     GOOD             NGS
 CO0485  HISTORY     - 19900411 MARK NOT FOUND   MSHD
 CO0485
 CO0485                          STATION DESCRIPTION
 CO0485
 CO0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0485'2.3 MI NE FROM MERIDIAN.
 CO0485'ABOUT 0.5 MILE SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0485'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 0.95 MILE
 CO0485'NORTHEAST ALONG B STREET WHICH IS THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0485'11 AND 80 AND STATE HIGHWAY 19, THENCE 0.3 MILE NORTHEAST ALONG THE
 CO0485'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19,
 CO0485'THENCE 0.55 MILE NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0485'11 AND 80, IN SECTION 9, T 6 N, R 16 E, 0.25 MILE SOUTHWEST OF DAVIS
 CO0485'AND MASSEY MOTOR COMPANY, 0.2 MILE SOUTHWEST OF BLANKS TOURIST COURT,
 CO0485'0.2 MILE NORTHEAST OF THE NORTHEAST END OF A HIGHWAY BRIDGE OVER
 CO0485'SOWASHEE CREEK, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CO0485'124 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM MARKER POST NUMBER
 CO0485'MHA-29 FOR AN UNDERGROUND TELEPHONE CABLE, 1.5 FEET SOUTHEAST OF A
 CO0485'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 CO0485'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 CO0485
 CO0485                          STATION RECOVERY (1990)
 CO0485
 CO0485'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0485'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE MEASUREMENT FROM THE ROAD
 CO0485'IS THE ONLY REFERENCE POINT LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0477 ***********************************************************************
 CO0477  DESIGNATION -  BONITA RM 1
 CO0477  PID         -  CO0477
 CO0477  STATE/COUNTY-  MS/LAUDERDALE
 CO0477  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0477
 CO0477                         *CURRENT SURVEY CONTROL
 CO0477  ___________________________________________________________________
 CO0477* NAD 83(1986)-  32 22 56.     (N)    088 39 29.     (W)     SCALED    
 CO0477* NAVD 88     -       129.818  (meters)     425.91   (feet)  ADJUSTED  
 CO0477  ___________________________________________________________________
 CO0477  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO0477  DYNAMIC HT  -         129.665 (meters)     425.41  (feet)  COMP
 CO0477  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CO0477
 CO0477  VERT ORDER  -  FIRST     CLASS I
 CO0477
 CO0477.The horizontal coordinates were scaled from a topographic map and have
 CO0477.an estimated accuracy of +/- 6 seconds.
 CO0477
 CO0477.The orthometric height was determined by differential leveling
 CO0477.and adjusted in June 1991.
 CO0477
 CO0477.The geoid height was determined by GEOID03.
 CO0477
 CO0477.The dynamic height is computed by dividing the NAVD 88
 CO0477.geopotential number by the normal gravity value computed on the
 CO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0477.degrees latitude (g = 980.6199 gals.).
 CO0477
 CO0477.The modeled gravity was interpolated from observed gravity values.
 CO0477
 CO0477;                    North         East    Units  Estimated Accuracy
 CO0477;SPC MS E     -   319,550.      316,490.      MT  (+/- 180 meters Scaled)
 CO0477
 CO0477                          SUPERSEDED SURVEY CONTROL
 CO0477
 CO0477  NGVD 29 (??/??/??)  129.803  (m)          425.86   (f) ADJUSTED    1 1
 CO0477
 CO0477.Superseded values are not recommended for survey control.
 CO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0477.See file dsdata.txt to determine how the superseded data were derived.
 CO0477
 CO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA440840(NAD 83)
 CO0477_MARKER: DR = REFERENCE MARK DISK
 CO0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0477_SP_SET: CONCRETE POST
 CO0477_STAMPING: BONITA NO 1 1954
 CO0477_MARK LOGO: CGS   
 CO0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0477+STABILITY: SURFACE MOTION
 CO0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0477+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 CO0477
 CO0477  HISTORY     - Date     Condition        Report By
 CO0477  HISTORY     - 1954     MONUMENTED       CGS
 CO0477  HISTORY     - 1968     GOOD             NGS
 CO0477  HISTORY     - 19811001 GOOD             MSSU
 CO0477  HISTORY     - 19900411 GOOD             MSHD
 CO0477
 CO0477                          STATION DESCRIPTION
 CO0477
 CO0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0477'3.45 MI E FROM MERIDIAN.
 CO0477'ABOUT 0.5 MILE SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0477'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 0.95 MILE
 CO0477'NORTHEAST ALONG B STREET WHICH IS THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0477'11 AND 80 AND STATE HIGHWAY 19, THENCE 0.3 MILE NORTHEAST ALONG THE
 CO0477'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19,
 CO0477'THENCE 0.95 MILE NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0477'11 AND 80, THENCE 0.2 MILE NORTHEAST ALONG U.S. HIGHWAYS 11 AND 80,
 CO0477'THENCE 0.55 MILE EAST ALONG 23RD STREET, IN SECTION 9, T 6 N, R 16 E,
 CO0477'196 FEET NORTH OF THE CENTERLINE OF THE STREET, 41 FEET EAST OF A
 CO0477'28-INCH HICKORY TREE, 2 FEET WEST OF A FENCE, 1 1/2 FEET SOUTHEAST OF
 CO0477'A 20-INCH PINE TREE, 98.03 FEET NORTH OF TRIANGULATION STATION BONITA
 CO0477'1954, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 CO0477'OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CO0477
 CO0477                          STATION RECOVERY (1981)
 CO0477
 CO0477'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO0477'RECOVERED IN GOOD CONDITION.
 CO0477
 CO0477                          STATION RECOVERY (1990)
 CO0477
 CO0477'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0477'MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHEAST OF MERIDIAN OPPOSITE A
 CO0477'BRICK HOUSE AND NEAR THE EAST PROPERTY LINE FENCE, 2.5 MI (4.0 KM)
 CO0477'SOUTH OF MARION AND IS IN SECTION 9, T 6N, R 16E.
 CO0477'TO REACH FRO THE INTERSECTION OF U.S. HIGHWAYS 11 AND 80 AND STATE
 CO0477'HIGHWAY 39 JUST NORTH OF 1-20 I-59 IN MERIDIAN, GO NORTHEAST ON U.S.
 CO0477'HIGHWAYS 11 AND 80 FOR 1.1 MI (1.8 KM) TO A CROSSROAD, TURN RIGHT AND
 CO0477'GO EAST ON HAWKINS CROSSING ROAD FOR 0.55 MI (0.89 KM) TO A BRICK
 CO0477'HOUSE AND THE MARK ON THE LEFT.
 CO0477'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0477'ABOUT 5 INCHES BELOW THE GROUND, 196.5 FT (59.9 M) NORTH OF THE
 CO0477'CENTER OF A PAVED ROAD, 47.7 FT (14.5 M) EAST SOUTHEAST OF THE
 CO0477'SOUTHEAST CORNER OF A BRICK HOUSE, 41 FT (12.5 M) EAST OF A 24 INCH
 CO0477'HICKORY, 27.5 FT (8.4 M) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER
 CO0477'AND GUY WIRES, 1.5 FT (0.5 M) NORTHWEST OF A 9 INCH HICKORY, 1.3 FT
 CO0477'(0.4 M) SOUTHEAST OF AN 18 INCH PINE AND 1.6 FT (0.5 M) NORTHEAST OF
 CO0477'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0479 ***********************************************************************
 CO0479  DESIGNATION -  BONITA RM 2
 CO0479  PID         -  CO0479
 CO0479  STATE/COUNTY-  MS/LAUDERDALE
 CO0479  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0479
 CO0479                         *CURRENT SURVEY CONTROL
 CO0479  ___________________________________________________________________
 CO0479* NAD 83(1986)-  32 22 56.     (N)    088 39 29.     (W)     SCALED    
 CO0479* NAVD 88     -       129.526  (meters)     424.95   (feet)  ADJUSTED  
 CO0479  ___________________________________________________________________
 CO0479  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CO0479  DYNAMIC HT  -         129.373 (meters)     424.45  (feet)  COMP
 CO0479  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CO0479
 CO0479  VERT ORDER  -  FIRST     CLASS I
 CO0479
 CO0479.The horizontal coordinates were scaled from a topographic map and have
 CO0479.an estimated accuracy of +/- 6 seconds.
 CO0479
 CO0479.The orthometric height was determined by differential leveling
 CO0479.and adjusted in June 1991.
 CO0479
 CO0479.The geoid height was determined by GEOID03.
 CO0479
 CO0479.The dynamic height is computed by dividing the NAVD 88
 CO0479.geopotential number by the normal gravity value computed on the
 CO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0479.degrees latitude (g = 980.6199 gals.).
 CO0479
 CO0479.The modeled gravity was interpolated from observed gravity values.
 CO0479
 CO0479;                    North         East    Units  Estimated Accuracy
 CO0479;SPC MS E     -   319,550.      316,490.      MT  (+/- 180 meters Scaled)
 CO0479
 CO0479                          SUPERSEDED SURVEY CONTROL
 CO0479
 CO0479  NGVD 29 (??/??/??)  129.510  (m)          424.90   (f) ADJUSTED    1 1
 CO0479
 CO0479.Superseded values are not recommended for survey control.
 CO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0479.See file dsdata.txt to determine how the superseded data were derived.
 CO0479
 CO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA440840(NAD 83)
 CO0479_MARKER: DR = REFERENCE MARK DISK
 CO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0479_SP_SET: CONCRETE POST
 CO0479_STAMPING: BONITA NO 2 1954
 CO0479_MARK LOGO: CGS   
 CO0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0479+STABILITY: SURFACE MOTION
 CO0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0479+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 CO0479
 CO0479  HISTORY     - Date     Condition        Report By
 CO0479  HISTORY     - 1954     MONUMENTED       CGS
 CO0479  HISTORY     - 1968     GOOD             NGS
 CO0479  HISTORY     - 19811001 GOOD             MSSU
 CO0479  HISTORY     - 19900411 GOOD             MSHD
 CO0479
 CO0479                          STATION DESCRIPTION
 CO0479
 CO0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0479'3.45 MI E FROM MERIDIAN.
 CO0479'ABOUT 0.5 MILE SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0479'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 0.95 MILE
 CO0479'NORTHEAST ALONG B STREET WHICH IS THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0479'11 AND 80 AND STATE HIGHWAY 19, THENCE 0.3 MILE NORTHEAST ALONG THE
 CO0479'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19,
 CO0479'THENCE 0.95 MILE NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0479'11 AND 80, THENCE 0.2 MILE NORTHEAST ALONG U.S. HIGHWAYS 11 AND 80,
 CO0479'THENCE 0.55 MILE EAST ALONG 23RD STREET, IN SECTION 9, T 6 N, R 16 E,
 CO0479'142 FEET NORTH OF THE CENTERLINE OF THE STREET, 119 1/2 FEET SOUTHEAST
 CO0479'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 52 FEET SOUTHWEST OF A POWER
 CO0479'POLE, 84 FEET SOUTHWEST OF A 28-INCH HICKORY TREE, 15 FEET SOUTHWEST
 CO0479'OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 7 1/2 FEET NORTHWEST OF A
 CO0479'7-INCH OAK TREE, 92.40 FEET NORTHWEST OF TRIANGULATION STATION BONITA
 CO0479'1954, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 CO0479'SURFACE OF THE GROUND.
 CO0479
 CO0479                          STATION RECOVERY (1981)
 CO0479
 CO0479'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO0479'RECOVERED IN GOOD CONDITION.
 CO0479
 CO0479                          STATION RECOVERY (1990)
 CO0479
 CO0479'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0479'MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTHEAST OF MERIDIAN ON THE
 CO0479'LAWN OF A BRICK HOUSE, 2.5 MI (4.0 KM) SOUTH OF MARION AND IS IN
 CO0479'SECTION 9, T 6N, R 16E.
 CO0479'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 11, 80 AND STATE
 CO0479'HIGHWAY 39 JUST NORTH OF I-20 I-59 IN MERIDIAN, GO NORTHEAST ON U.S.
 CO0479'HIGHWAYS 11 AND 80 FOR 1.1 MI (1.8 KM) TO A CROSSROAD, TURN RIGHT AND
 CO0479'GO EAST ON HAWKINS CROSSING ROAD FOR 0.55 MI (0.89 KM) TO A BRICK
 CO0479'HOUSE AND THE MARK ON THE LEFT.
 CO0479'MARK IS A STANSARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0479'FLUSH WITH THE GROUND, 141.5 FT (43.1 M) NORTH OF THE CENTER OF A
 CO0479'PAVED ROAD, 84.5 FT (25.8 M) WEST SOUTHWEAST OF A 24 INCH HICKORY,
 CO0479'81.7 FT (24.9 M) SOUTHEAST OF A 40 INCH OAK, 61.8 FT (18.8 M)
 CO0479'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 14.8 FT (4.5 M)
 CO0479'WEST OF THE CENTER OF A GRAVEL DRIVEWAY AND 6.5 FT (2.0 M) NORTH
 CO0479'NORTHWEST OF AN 18 INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1888 ***********************************************************************
 DJ1888  DESIGNATION -  BOON
 DJ1888  PID         -  DJ1888
 DJ1888  STATE/COUNTY-  MS/WINSTON
 DJ1888  USGS QUAD   -  BOON (1982)
 DJ1888
 DJ1888                         *CURRENT SURVEY CONTROL
 DJ1888  ___________________________________________________________________
 DJ1888* NAD 83(1993)-  33 05 45.34684(N)    088 57 49.21381(W)     ADJUSTED  
 DJ1888* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 DJ1888  ___________________________________________________________________
 DJ1888  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 DJ1888  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1888  HORZ ORDER  -  FIRST
 DJ1888
 DJ1888.The horizontal coordinates were established by classical geodetic methods
 DJ1888.and adjusted by the National Geodetic Survey in May 1994.
 DJ1888
 DJ1888.The orthometric height was scaled from a topographic map.
 DJ1888
 DJ1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1888
 DJ1888.The geoid height was determined by GEOID03.
 DJ1888
 DJ1888;                    North         East     Units Scale Factor Converg.
 DJ1888;SPC MS E     -   398,685.499   287,833.375   MT  0.99995182   -0 04 16.2
 DJ1888;SPC MS E     - 1,308,020.67    944,333.33   sFT  0.99995182   -0 04 16.2
 DJ1888;UTM  16      - 3,663,636.935   316,746.254   MT  1.00001407   -1 04 21.2
 DJ1888
 DJ1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1888!SPC MS E     -   0.99997805  x   0.99995182  =   0.99992987
 DJ1888!UTM  16      -   0.99997805  x   1.00001407  =   0.99999212
 DJ1888
 DJ1888:                Primary Azimuth Mark                     Grid Az
 DJ1888:SPC MS E     -  WINSTON RESET                            071 56 44.3
 DJ1888:UTM  16      -  WINSTON RESET                            072 56 49.3
 DJ1888
 DJ1888|---------------------------------------------------------------------|
 DJ1888| PID    Reference Object                     Distance      Geod. Az  |
 DJ1888|                                                           dddmmss.s |
 DJ1888| DJ1889 WINSTON RESET                       APPROX. 8.3 KM 0715228.1 |
 DJ1888| CF9898 BOON RM 1                            16.846 METERS 09711     |
 DJ1888| CF9900 BOON RM 3                            16.819 METERS 09718     |
 DJ1888| CF9899 BOON RM 2                            23.034 METERS 17441     |
 DJ1888| CO1308 NOXAPATER MUNICIPAL TANK            APPROX.15.0 KM 2200138.0 |
 DJ1888| DJ1963 LOUISVILLE DL FAIR LUMBER TANK      APPROX. 8.7 KM 2791544.0 |
 DJ1888| CF9897 BOON AZ MK                                         2862028.9 |
 DJ1888| DJ1965 LOUISVILLE FIRST BAP CH SPIRE       APPROX. 9.0 KM 2883603.2 |
 DJ1888| DJ1959 LOUISVILLE MUNICIPAL TANK           APPROX. 9.1 KM 2924317.2 |
 DJ1888| DJ1960 LOUISVILLE SOU NAT GAS RAD MST      APPROX.10.7 KM 2931926.8 |
 DJ1888| DJ1964 LOUISVILLE RAD STA WLSM MAST        APPROX. 6.0 KM 2994544.7 |
 DJ1888|---------------------------------------------------------------------|
 DJ1888
 DJ1888                          SUPERSEDED SURVEY CONTROL
 DJ1888
 DJ1888  NAD 83(1993)-  33 05 45.35681(N)    088 57 49.21227(W) AD(       ) 1
 DJ1888  NAD 83(1986)-  33 05 45.35728(N)    088 57 49.21272(W) AD(       ) 1
 DJ1888  NAD 27      -  33 05 44.90460(N)    088 57 49.00030(W) AD(       ) 1
 DJ1888
 DJ1888.Superseded values are not recommended for survey control.
 DJ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1888.See file dsdata.txt to determine how the superseded data were derived.
 DJ1888
 DJ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1674663637(NAD 83)
 DJ1888_MARKER: DS = TRIANGULATION STATION DISK
 DJ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1888
 DJ1888  HISTORY     - Date     Condition        Report By
 DJ1888  HISTORY     - 1958     MONUMENTED       CGS
 DJ1888  HISTORY     - 1963     GOOD             CGS
 DJ1888  HISTORY     - 1967     GOOD             CGS
 DJ1888  HISTORY     - 1972     GOOD             MSSU
 DJ1888  HISTORY     - 1975     GOOD             NGS
 DJ1888  HISTORY     - 19811001 GOOD             MSSU
 DJ1888
 DJ1888                          STATION DESCRIPTION
 DJ1888
 DJ1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1888'STATION IS ABOUT 5-1/2 MILES EAST AND 1-3/4 MILES SOUTH OF
 DJ1888'LOUISVILLE, 1 MILE SOUTHWEST OF THE VILLAGE OF BOON, IN THE
 DJ1888'APPROXIMATE CENTER OF THE NORTHWEST QUARTER OF SECTION 3, T 14 N,
 DJ1888'R 13 E, ON PROPERTY OWNED AND OCCUPIED BY MR. LEVI COLEMAN.
 DJ1888'
 DJ1888'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND
 DJ1888'15 IN LOUISVILLE BY GOING EASTERLY ON STATE HIGHWAY 14 FOR 5.2
 DJ1888'MILES TO A GRAVEL ROAD RIGHT AT MASLEYS STORE ON THE LEFT, TURN
 DJ1888'RIGHT ON THE GRAVEL ROAD AND GO SOUTHEASTERLY 0.45 MILE TO A
 DJ1888'DRIVEWAY, HOUSE AND THE AZIMITH MARK ON THE LEFT, CONTINUE ON
 DJ1888'GRAVEL ROAD 0.3 MILE TO A PRIVATE DRIVEWAY ON THE LEFT
 DJ1888'IMMEDIATELY AFTER PASSING A SCHOOLHOUSE ON THE RIGHT.  TURN LEFT
 DJ1888'AND FOLLOW THE DRIVEWAY EAST AND NORTH 0.15 MILE TO MR.
 DJ1888'COLEMANS HOUSE AND THE STATION.
 DJ1888'
 DJ1888'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH, SQUARE
 DJ1888'CONCRETE POSTS.
 DJ1888'
 DJ1888'STATION DISKS ARE STAMPED BOON 1958 AND THE SURFACE MARK PROJECTS
 DJ1888'1 INCH.  IT IS 139 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 DJ1888'OF THE HOUSE, 79 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 DJ1888'A BARN, 50 FEET NORTHWEST OF A WELL, 33 FEET NORTHWEST OF THE
 DJ1888'CENTER OF THE DRIVEWAY AND 11 FEET SOUTHEAST OF A PROPERTY LINE
 DJ1888'FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 DJ1888'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.  NO WITNESS POST WAS
 DJ1888'SET AT THE STATION.
 DJ1888'
 DJ1888'REFERENCE MARK 1 IS STAMPED BOON NO 1 1958 AND IS FLUSH WITH
 DJ1888'THE GROUND SURFACE.  IT IS 102.5 FEET NORTHWEST OF THE NORTHWEST
 DJ1888'CORNER OF THE HOUSE, 112 FEET NORTHEAST OF THE SOUTHEAST CORNER
 DJ1888'OF THE BARN, 57 FEET NORTHEAST OF THE WELL AND 36 FEET NORTH
 DJ1888'OF THE CENTER OF THE DRIVEWAY.
 DJ1888'
 DJ1888'REFERENCE MARK 2 IS STAMPED BOON NO 2 1958 AND IS FLUSH WITH THE
 DJ1888'GROUND SURFACE.  IT IS THE 92.8 FEET WEST OF THE NORTHWEST
 DJ1888'CORNER OF THE HOUSE, 47 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DJ1888'BARN, 41 FEET WEST-SOUTHWEST OF THE CENTER OF THE DRIVEWAY AND
 DJ1888'1 FOOT NORTH-NORTHWEST OF A GARDEN FENCE.  A 4 IN. BY 4 IN. WHITE
 DJ1888'WITNESS POST WAS SET 2 FEET EAST-NORTHEAST OF THE MARK.
 DJ1888'
 DJ1888'AZIMUTH MARK IS STAMPED BOON 1958 AND PROJECTS 6 INCHES.  IT IS 61
 DJ1888'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET
 DJ1888'EAST OF THE CENTER OF THE DRIVEWAY, 19 FEET NORTHEAST OF THE
 DJ1888'CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTHEAST OF A POWERLINE
 DJ1888'POLE.  A 4 IN. BY 4 IN. WHITE WITNESS POST WAS SET 1 FOOT WEST OF
 DJ1888'THE MARK.
 DJ1888'
 DJ1888'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS
 DJ1888
 DJ1888                          STATION RECOVERY (1963)
 DJ1888
 DJ1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ1888'THE STATION WAS VISITED JUNE, 1963 AND ALL MARKS WERE FOUND IN
 DJ1888'GOOD CONDITION.
 DJ1888'
 DJ1888'THE 1958 DESCRIPTION IS CORRECT AND ADEQUATE.
 DJ1888
 DJ1888                          STATION RECOVERY (1967)
 DJ1888
 DJ1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFO)
 DJ1888'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 DJ1888'IN THE ORIGINAL DESCRIPTION AND FOUND IN GOOD CONDITION.  THE
 DJ1888'AZIMUTH MARK WAS ALSO RECOVERED AS DESCRIBED AND IT IS IN GOOD
 DJ1888'CONDITION AT THE PRESENT TIME BUT IT WILL SOON ERODE OUT OF THE
 DJ1888'BANK AS A NEW ROAD CUT HAS BEEN MADE TOO CLOSE TO THE MARK.
 DJ1888'
 DJ1888'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION.
 DJ1888'
 DJ1888'NOTE- THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AT
 DJ1888'THE STATION.
 DJ1888
 DJ1888                          STATION RECOVERY (1972)
 DJ1888
 DJ1888'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (RT)
 DJ1888'BOON 1958 RECOVERED GOOD - 2 FEET N/O M.N.P.
 DJ1888'
 DJ1888'BOON NO 1 1958 UNKNOWN - AREA COVERED BY GARBAGE PILE.
 DJ1888'
 DJ1888'BOON NO 2 1958 RECOVERED GOOD - 25 FEET WEST OF NE COR. GARDEN
 DJ1888'FENCE.
 DJ1888'
 DJ1888'BOON 1958 (AZ MK) RECOVERED GOOD - BANK OF ROAD HAS BEEN CUT BACK
 DJ1888'LEAVING MARK EXPOSED ON THE SW SIDE.
 DJ1888'
 DJ1888'AZ. MK. IS 2 FEET S/O MWP - HOUSE AND POWER POLE GONE.
 DJ1888'
 DJ1888'REVISED TO REACH-5.2 MILES TO PAVED ROAD RIGHT AT FRANK EASLEYS
 DJ1888'STORE 0.4 MILE TO THE AZ. MK. PASSING A COLORED CHURCH ON THE
 DJ1888'RIGHT.
 DJ1888
 DJ1888                          STATION RECOVERY (1975)
 DJ1888
 DJ1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DJ1888'THE STATION WAS VISITED 8-14-75 AND THE STATION MARK AND REFERENCE
 DJ1888'MARK NO 2 WERE FOUND IN GOOD CONDITION.
 DJ1888'
 DJ1888'REFERENCE MARK NO 1 WAS FOUND LEANING AND WAS RESET AS REFERENCE MARK
 DJ1888'NO 3 AT THIS DATE.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE
 DJ1888'DISK WAS RECLAIMED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 DJ1888'
 DJ1888'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-SOUTHEAST OF LOUISVILLE,
 DJ1888'1 MILE SOUTHWEST OF THE VILLAGE OF BOON, ON PROPERTY OF PRESTON
 DJ1888'COLEMAN, IN THE NORTHWEST 1/4 OF SECTION 3, T 14N, R 13E.
 DJ1888'
 DJ1888'TO REACH FROM THE POST OFFICE IN LOUISVILLE, GO EAST ON STATE HIGHWAY
 DJ1888'14 FOR 5.1 MILES TO A PAVED SIDE ROAD ON THE RIGHT AND EASLEYS STORE
 DJ1888'ON THE LEFT, TURN RIGHT AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR
 DJ1888'0.85 MILE TO A GRAVEL DRIVEWAY ON LEFT JUST PAST THE SPRING HILL
 DJ1888'CHURCH ON THE RIGHT, TURN LEFT AND FOLLOW GRAVEL DRIVEWAY FOR
 DJ1888'0.15 MILE TO STATION.
 DJ1888'
 DJ1888'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED BOON
 DJ1888'1958, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.
 DJ1888'IT IS 139 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 DJ1888'HOUSE, 79 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DJ1888'BARN, 50 FEET NORTH-NORTHWEST OF AN ABANDONED WELL, 17 FEET
 DJ1888'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED, 1 FOOT
 DJ1888'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 1 FOOT
 DJ1888'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 DJ1888'
 DJ1888'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BOON
 DJ1888'NO 2 1958 SET IN TOP OF A SQUARE CONCRETE POST, 2 INCHES BELOW
 DJ1888'SURFACE OF GROUND.  IT IS 92.8 FEET WEST OF THE NORTHWEST CORNER OF
 DJ1888'HOUSE, 47 FEET EAST OF THE SOUTHEAST CORNER OF BARN, 41 FEET
 DJ1888'WEST-SOUTHWEST OF THE CENTER OF DRIVEWAY, 1 FOOT NORTH OF A METAL
 DJ1888'WITNESS POST AND SIGN IN FENCE LINE.
 DJ1888'
 DJ1888'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED BOON
 DJ1888'1958 NO 3 1975 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3
 DJ1888'INCHES.  IT IS 102.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DJ1888'OF HOUSE, 57 FEET NORTH OF THE NORTHEAST CORNER OF ABANDONED WELL,
 DJ1888'22.5 FEET EAST OF THE SOUTHEAST CORNER OF SHED, 1.8 FEET
 DJ1888'WEST-SOUTHWEST OF THE SIDE OF A SMALL BUILDING AND 1.3 FEET
 DJ1888'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 DJ1888'
 DJ1888'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 IS 83.285 FEET,
 DJ1888'25.385 METERS.
 DJ1888
 DJ1888                          STATION RECOVERY (1981)
 DJ1888
 DJ1888'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2205 ***********************************************************************
 BW2205  DESIGNATION -  BOONE
 BW2205  PID         -  BW2205
 BW2205  STATE/COUNTY-  MS/LINCOLN
 BW2205  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW2205
 BW2205                         *CURRENT SURVEY CONTROL
 BW2205  ___________________________________________________________________
 BW2205* NAD 83(1993)-  31 30 47.37294(N)    090 22 06.44695(W)     ADJUSTED  
 BW2205* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BW2205  ___________________________________________________________________
 BW2205  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW2205  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW2205  HORZ ORDER  -  SECOND
 BW2205
 BW2205.The horizontal coordinates were established by classical geodetic methods
 BW2205.and adjusted by the National Geodetic Survey in May 1994.
 BW2205
 BW2205.The orthometric height was scaled from a topographic map.
 BW2205
 BW2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2205
 BW2205.The geoid height was determined by GEOID03.
 BW2205
 BW2205;                    North         East     Units Scale Factor Converg.
 BW2205;SPC MS W     -   223,170.373   696,663.758   MT  0.99995014   -0 01 06.1
 BW2205;SPC MS W     -   732,184.80  2,285,637.68   sFT  0.99995014   -0 01 06.1
 BW2205;UTM  15      - 3,489,476.185   749,907.791   MT  1.00037037   +1 22 34.3
 BW2205
 BW2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2205!SPC MS W     -   0.99998541  x   0.99995014  =   0.99993556
 BW2205!UTM  15      -   0.99998541  x   1.00037037  =   1.00035578
 BW2205
 BW2205:                Primary Azimuth Mark                     Grid Az
 BW2205:SPC MS W     -  BOONE AZ MK                              155 52 22.0
 BW2205:UTM  15      -  BOONE AZ MK                              154 28 41.6
 BW2205
 BW2205|---------------------------------------------------------------------|
 BW2205| PID    Reference Object                     Distance      Geod. Az  |
 BW2205|                                                           dddmmss.s |
 BW2205| CY3859 BOONE AZ MK                                        1555115.9 |
 BW2205| CY3861 BOONE RM 2                           31.309 METERS 17338     |
 BW2205| CY3862 BOONE RM 3                           28.897 METERS 30022     |
 BW2205| BW2208 BROOKHAVEN CONCRETE STACK           APPROX.10.3 KM 3182454.1 |
 BW2205| BW2209 BROOKHAVEN WATER TANK               APPROX.10.3 KM 3193258.7 |
 BW2205| CY3863 BOONE RM 4                           23.421 METERS 34727     |
 BW2205| CY3860 BOONE RM 1                           32.493 METERS 35337     |
 BW2205|---------------------------------------------------------------------|
 BW2205
 BW2205                          SUPERSEDED SURVEY CONTROL
 BW2205
 BW2205  NAD 83(1986)-  31 30 47.38884(N)    090 22 06.44366(W) AD(       ) 2
 BW2205  NAD 27      -  31 30 46.76900(N)    090 22 06.10600(W) AD(       ) 2
 BW2205
 BW2205.Superseded values are not recommended for survey control.
 BW2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2205.See file dsdata.txt to determine how the superseded data were derived.
 BW2205
 BW2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4990889476(NAD 83)
 BW2205_MARKER: DS = TRIANGULATION STATION DISK
 BW2205_SETTING: 0 = UNSPECIFIED SETTING
 BW2205
 BW2205  HISTORY     - Date     Condition        Report By
 BW2205  HISTORY     - 1946     MONUMENTED       CGS
 BW2205  HISTORY     - 1955     GOOD             CGS
 BW2205  HISTORY     - 1968     SEE DESCRIPTION  MSHD
 BW2205  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BW2205  HISTORY     - 1969     GOOD             MSSU
 BW2205  HISTORY     - 1970     GOOD             MSSU
 BW2205  HISTORY     - 1970     GOOD             MSSU
 BW2205
 BW2205                          STATION DESCRIPTION
 BW2205
 BW2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2205'THE STATION IS LOCATED APPROXIMATELY 6 MILES SE OF BROOKHAVEN,
 BW2205'IN THE SE QUARTER OF SECTION 2, T. 6 N., R. 8 E., 5 FEET
 BW2205'NW OF A STANDARD REFERENCE POST, 30 FEET W OF THE APPROXIMATE
 BW2205'CENTER LINE OF A GRAVEL ROAD, AND 15 FEET E OF THE E EDGE
 BW2205'OF A CULTIVATED FIELD.
 BW2205'
 BW2205'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2205'BOONE 1946, AND PROJECTS 8 INCHES.  UNDERGROUND MARK IS A
 BW2205'BRONZE STATION DISK SET IN CONCRETE.
 BW2205'
 BW2205'REFERENCE MARK 1 IS 106.60 FEET (32.493 METERS) N OF THE
 BW2205'STATION, 60 FEET S OF THE S EDGE OF WOODS, AND 22 FEET W
 BW2205'OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.  IT IS
 BW2205'A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BOONE NO 1
 BW2205'1946, AND PROJECTS 8 INCHES.
 BW2205'
 BW2205'REFERENCE MARK 2 IS 102.72 FEET (31.309 METERS) S OF THE
 BW2205'STATION, 38 FEET NE OF A CORNER OF A CULTIVATED FIELD, AND
 BW2205'41 FEET W OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.
 BW2205'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BOONE
 BW2205'NO 2 1946, AND PROJECTS 6 INCHES.
 BW2205'
 BW2205'THE AZIMUTH MARK IS 0.2 MILE SSE OF THE STATION, 3 FEET E
 BW2205'OF A STANDARD REFERENCE POST, 68 FEET NW OF A GRAVEL ROAD
 BW2205'INTERSECTION, 58 FEET W OF A MAIL BOX, AND 23 FEET N OF THE
 BW2205'APPROXIMATE CENTER LINE OF AN E-W GRAVEL ROAD.  IT IS A
 BW2205'BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED BOONE 1946, AND
 BW2205'PROJECTS 6 INCHES.
 BW2205'
 BW2205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BW2205'AND 84 IN BROOKHAVEN, GO E ON HIGHWAY 84 FOR 3.4 MILES TO A
 BW2205'SIDE ROAD RIGHT, JUST BEFORE REACHING OBERSCHMIDTS PURE OIL
 BW2205'SERVICE STATION, TURN RIGHT AND GO SE ON GRAVEL ROAD FOR
 BW2205'1.3 MILES TO A FORK, TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED
 BW2205'ROAD FOR 2.2 MILES TO STATION ON RIGHT.
 BW2205'
 BW2205'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT
 BW2205'AHEAD ON GRAVEL ROAD FOR 0.2 MILE TO A CROSSROAD AND THE
 BW2205'AZIMUTH MARK ON THE RIGHT.
 BW2205'
 BW2205'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2205
 BW2205                          STATION RECOVERY (1955)
 BW2205
 BW2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2205'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2205'CONDITION.  THE DESCRIPTION BY W.J.C. IN 1946 IS ADEQUATE.
 BW2205
 BW2205                          STATION RECOVERY (1968)
 BW2205
 BW2205'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2205'THE STATION SITE WAS VISITED 1-31-68 AND THE STATION SURFACE
 BW2205'MARK AND R.M. 2 WERE DESTROYED.  THE STATION UNDERGROUND
 BW2205'MARK AND R.M. 1 WERE NOT FOUND.  THE AZIMUTH MARK WAS FOUND
 BW2205'IN GOOD CONDITION.
 BW2205'
 BW2205'THE AZIMUTH IS LOCATED 6.3 MILES SOUTHEAST OF THE APPROXIMATE
 BW2205'CENTER OF BROOKHAVEN IN THE NORTHWEST ANGLE OF A CROSSROADS,
 BW2205'AND IS IN THE SOUTHEAST 1/4 OF SECTION 7, T 6N R 8E.
 BW2205'
 BW2205'THE AZIMUTH MARK IS 62 FEET NORTHWEST OF THE CENTER OF THE
 BW2205'CROSSROADS, 41 FEET WEST SOUTHWEST OF THE CENTER OF A BLACKTOP
 BW2205'ROAD, 24.5 FEET NORTH OF THE CENRER OF A BLACKTOP ROAD,
 BW2205'13 FEET WEST OF A FENCE CORNER AND 3.5 FEET NORTH OF A FENCE.
 BW2205'IT IS A STANDARD AZIMUTH MARK DISK STAMPED BOONE 1946 PROJECTING
 BW2205'6 INCHES.
 BW2205'
 BW2205'TO REACH THE AZIMUTH FROM THE BROOKHAVEN HIGH SCHOOL AT
 BW2205'THE SOUTHEAST EDGE OF BROOKHAVEN, GO SOUTHEAST ON U.S. HIGHWAY
 BW2205'84 FOR 3.3 MILES TO AN ANGLING SIDE ROAD RIGHT.  TURN RIGHT
 BW2205'SOUTHEAST AND CONTINUE ON A BLACKTOP ROAD FOR 1.2 MILES TO
 BW2205'A FORKS.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON A BLACK TOP
 BW2205'ROAD FOR 2.4 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT
 BW2205'AS DESCRIBED.
 BW2205
 BW2205                          STATION RECOVERY (1968)
 BW2205
 BW2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW2205'THE STATION WAS VISITED 2-7-68 AND THE STATION SUB-SURFACE
 BW2205'MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AND R.M.
 BW2205'NO. 1 AND NO. 2 WERE FOUND DESTROYED.  THE MONUMENT FOR
 BW2205'R.M. NO. 2 WAS USED TO ESTABLISH R.M. NO. 4 AND THE UNDERGROUND
 BW2205'MARK WAS LOWERED ABOUT 3 FEET IN ITS ORIGINAL POSITION AND
 BW2205'THE SURFACE MONUMENT AND DISK WAS SET OVER THE SUB-SURFACE
 BW2205'MARK.  A NEW DESCRIPTION FOLLOWS--
 BW2205'
 BW2205'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF BROOKHAVEN
 BW2205'IN THE SE 1/4 OF SEC. 2, T 6 N, R 8 E, IN FRONT OF THE
 BW2205'RESIDENCE OF MR. LONIE ROGERS WHICH IS A RED BRICK HOUSE.
 BW2205'THE STATION IS 26 FEET WEST OF THE CENTERLINE OF A BLACK
 BW2205'TOP ROAD, 114 FEET NORTH OF THE CENTERLINE OF DRIVEWAY LEADING
 BW2205'TO HOUSE, 75 FEET SOUTH OF A FENCE CORNER, 13 FEET SOUTH
 BW2205'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE BRICK HOUSE,
 BW2205'101 FEET NORTHWEST OF POWER POLE ON EAST SIDE OF ROAD, 135
 BW2205'FEET NORTH OF POWER POLE ON SOUTH SIDE OF DRIVEWAY, 1 FOOT
 BW2205'EAST OF PROJECTED FENCE LINE TO NORTH, 36 FEET
 BW2205'EAST-SOUTHEAST OF 12-INCH PINE TREE.  IT IS A STANDARD
 BW2205'TRIANGULATION DISK STAMPED BOONE 1946 1968 AND FLUSH WITH
 BW2205'GROUND.
 BW2205'
 BW2205'REFERENCE MARK NO. 3 IS 94.80 FEET NORTH-NORTHWEST OF STATION,
 BW2205'100 FEET WEST OF THE CENTERLINE OF BLACK TOP ROAD, 1 FOOT
 BW2205'WEST OF WITNESS POST, 1 FOOT SOUTH OF FENCE LINE, 16 FEET
 BW2205'NORTHWEST OF TWIN PINE TREE, 170 FEET EAST-NORTHEAST OF
 BW2205'NORTHEAST CORNER OF HOUSE, 72 FEET WEST OF FENCE CORNER,
 BW2205'IT IS A STANDARD REFERENCE MARK DISK STAMPED BOONE 1946
 BW2205'NO. 3 1968 PROJECTING 1-INCH.
 BW2205'
 BW2205'REFERENCE MARK NO. 4 IS 76.84 FEET NORTH OF STATION, 30
 BW2205'FEET WEST OF THE CENTERLINE OF BLACK TOP ROAD, 2.5 FEET
 BW2205'NORTHWEST OF FENCE CORNER, 1 FOOT WEST OF WITNESS POST AND
 BW2205'FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BW2205'BOONE 1946 NO. 4 1968 PROJECTING 6-INCHES.
 BW2205'
 BW2205'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF STATION
 BW2205'IN NORTHWEST ANGLE OF CROSS ROADS, 23 FEET NORTH-NORTHWEST
 BW2205'OF THE CENTERLINE OF E-W ROAD, 38 FEET WEST-SOUTHWEST OF THE
 BW2205'CENTERLINE OF N-S ROAD, 3 FEET NORTH-NORTHWEST OF FENCE LINE,
 BW2205'13 FEET WEST OF FENCE CORNER, 1 FOOT NORTH-NORTHWEST OF METAL
 BW2205'WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK STAMPED
 BW2205'BOONE 1946 PROJECTING 6-INCHES.
 BW2205'
 BW2205'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND 84 IN
 BW2205'BROOKHAVEN, GO EAST ON U.S. HIGHWAY 84 FOR 3.4 MILES TO
 BW2205'A CROSS ROAD AND STORE IN SOUTHEAST ANGLE, TURN RIGHT AND
 BW2205'GO SOUTHEAST FOR 1.3 MILES TO A FORK, TAKE RIGHT FORK AND
 BW2205'GO 2.2 MILES TO STATION ON THE RIGHT, CONTINUE ON BLACK
 BW2205'TOP ROAD FOR 0.2 MILE TO CROSS ROADS AND MARK ON RIGHT.
 BW2205'
 BW2205'HEIGHT OF LIGHT ABOVE STATION MARK 6.0 MILES SE OF BROOKHAVEN
 BW2205
 BW2205                          STATION RECOVERY (1969)
 BW2205
 BW2205'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW2205'BOONE 1946 1968 - GOOD
 BW2205'
 BW2205'R.M. 3 - GOOD
 BW2205'
 BW2205'R.M. 4 - GOOD
 BW2205'
 BW2205'AZ MK - GOOD
 BW2205'
 BW2205'68 DESCRIPTION BY L.F.S. ADEQUATE
 BW2205'
 BW2205'AZIMUTH MARK VISIBLE FROM STATION
 BW2205
 BW2205                          STATION RECOVERY (1970)
 BW2205
 BW2205'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (GCB)
 BW2205'BOONE 1946 1968 - GOOD
 BW2205'
 BW2205'BOONE 1946 NO. 3 1968 - GOOD
 BW2205'
 BW2205'BOONE 1946 NO. 4 1968 - GOOD
 BW2205'
 BW2205'BOONE 1946 - GOOD
 BW2205'
 BW2205'1968 DESCRIPTION BY L.F.S. ADEQUATE.
 BW2205
 BW2205                          STATION RECOVERY (1970)
 BW2205
 BW2205'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2205'ALL MARKS WERE RECOVERED AS DESCRIBED BY AKH IN 1968
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3093 ***********************************************************************
 EH3093  DESIGNATION -  BOONE 2
 EH3093  PID         -  EH3093
 EH3093  STATE/COUNTY-  MS/COAHOMA
 EH3093  USGS QUAD   -  CLARKSDALE (1967)
 EH3093
 EH3093                         *CURRENT SURVEY CONTROL
 EH3093  ___________________________________________________________________
 EH3093* NAD 83(1986)-  34 08 13.     (N)    090 31 59.     (W)     SCALED    
 EH3093* NAVD 88     -        49.02   (meters)     160.8    (feet)  RESET     
 EH3093  ___________________________________________________________________
 EH3093  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH3093  VERT ORDER  -  THIRD
 EH3093
 EH3093.The horizontal coordinates were scaled from a topographic map and have
 EH3093.an estimated accuracy of +/- 6 seconds.
 EH3093
 EH3093.The orthometric height was computed from unverified reset data.
 EH3093.No vertical observational check was made to the station.
 EH3093
 EH3093.The geoid height was determined by GEOID03.
 EH3093
 EH3093;                    North         East    Units  Estimated Accuracy
 EH3093;SPC MS W     -   514,160.      681,580.      MT  (+/- 180 meters Scaled)
 EH3093
 EH3093                          SUPERSEDED SURVEY CONTROL
 EH3093
 EH3093  NGVD 29 (08/12/04)   49.05   (m)          160.9    (f) RESET       3  
 EH3093
 EH3093.Superseded values are not recommended for survey control.
 EH3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3093.See file dsdata.txt to determine how the superseded data were derived.
 EH3093
 EH3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT274800(NAD 83)
 EH3093_MARKER: DS = TRIANGULATION STATION DISK
 EH3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3093_SP_SET: CONCRETE POST
 EH3093_STAMPING: BOONE 2 1986
 EH3093_MARK LOGO: NGS   
 EH3093_PROJECTION: FLUSH
 EH3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3093+STABILITY: SURFACE MOTION
 EH3093
 EH3093  HISTORY     - Date     Condition        Report By
 EH3093  HISTORY     - 1986     MONUMENTED       NGS
 EH3093  HISTORY     - 19861010 GOOD             NGS
 EH3093
 EH3093                          STATION DESCRIPTION
 EH3093
 EH3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EH3093'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 49 AND 61 NORTH FROM THE
 EH3093'JUNCTION OF U.S. HIGHWAY 61 SOUTH IN CLARKSDALE TO THE JUNCTION OF
 EH3093'U.S. HIGHWAY 61 NORTH ON THE LEFT, THENCE SOUTHEAST ALONG U.S.
 EH3093'HIGHWAY 49 FOR 2.25 MILES TO BRICK HOUSE AND MARK ON RIGHT, IN LAWN
 EH3093'OF J.C. MULLINS HOME, 111.0 FT (33.8 M) SOUTHWEST OF THE CENTER OF
 EH3093'HIGHWAY 49, 106.0 FT (32.3 M) NORTHWEST OF THE NORTHWEST EDGE OF
 EH3093'CONCRETE DRIVEWAY TO HOUSE, 102.0 FT (31.1 M) WEST OF THE WEST ONE OF
 EH3093'FOUR BRICK POSTS AT DRIVEWAY ENTRANCE, 96.0 FT (29.3 M) NORTH OF THE
 EH3093'NORTHEAST CORNER OF HOUSE, 14.0 FT (4.3 M) SOUTH OF THE EDGE OF CANAL
 EH3093'BANK AND 9.0 FT (2.7 M) NORTH OF A 12-INCH PINE TREE AT EAST END OF A
 EH3093'ROW OF PINES, MARK IS FLUSH WITH THE GROUND.
 EH3093
 EH3093                          STATION RECOVERY (1986)
 EH3093
 EH3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 EH3093'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH SOUTHEAST OF
 EH3093'CLARKSDALE, 5.25 MI (8.45 KM) NORTH NORTHWEST OF DUBLIN, IN SECTION 8,
 EH3093'T 26N, R 3W ON PROPERTY OWNED AND OCCUPIED BY J C MULLINS.  TO REACH
 EH3093'THE STATION FROM THE JUNCTION OF US HIGHWAYS 49 AND 61 SOUTH IN
 EH3093'CLARKSDALE, GO SOUTHEAST ON US HIGHWAYS 49 AND 61 NORTH FOR 2.0 MI
 EH3093'(3.2 KM) TO JUNCTION OF US HIGHWAY 61 NORTH ON THE LEFT, CONTINUE
 EH3093'SOUTHEAST ON US HIGHWAY 49 FOR 2.2 MI (3.5 KM) TO A BRICK HOUSE AND
 EH3093'STATION ON THE RIGHT, JUST AFTER CROSSING CANAL.
 EH3093'STATION MARK IS A STANDARD NGS DISK STAMPED--BOONE 2 1986--, SET IN
 EH3093'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN THE
 EH3093'LAWN OF THE J C MULLINS HOME, 33.83 M (110.99 FT) SOUTHWEST OF THE
 EH3093'CENTER OF HIGHWAY, 32.31 M (106.00 FT) NORTHWEST OF THE NORTHWEST EDGE
 EH3093'OF CONCRETE DRIVEWAY TO HOUSE, 31.09 M (102.00 FT) WEST OF THE WEST
 EH3093'ONE OF FOUR BRICK POST AT DRIVEWAY ENTRANCE, 29.26 M (96.00 FT) NORTH
 EH3093'OF THE NORTHEAST CORNER OF BRICK HOUSE, 4.27 M (14.01 FT) SOUTH
 EH3093'SOUTHEAST OF EDGE OF CANAL BANK AND 2.74 M (8.99 FT) NORTH OF A
 EH3093'12-INCH PINE TREE AT EAST END OF A ROW OF PINES.  REFERENCE MARK NO 1
 EH3093'IS A STANDARD DISK STAMPED--BOONE NO 1 1957--, SET IN TOP OF A SQUARE
 EH3093'CONCRETE POST, PROJECTING 6 INCHES.  IT IS 16.46 M (54.00 FT)
 EH3093'NORTHEAST OF THE CENTER OF HIGHWAY, 4.72 M (15.49 FT) EAST OF A POLE
 EH3093'WITH METER, 2.44 M (8.01 FT) SOUTH OF THE EDGE OF CANAL BANK, 0.46 M
 EH3093'(1.51 FT) SOUTHWEST OF A POWER SERVICE POLE AND 0.30 M (0.98 FT)
 EH3093'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 3 IS A
 EH3093'STANDARD NGS DISK STAMPED--BOONE 2 NO 3 1986--, SET IN A DRILL HOLE IN
 EH3093'CONCRETE DRIVEWAY.  IT IS 46.33 M (152.00 FT) SOUTHWEST OF THE CENTER
 EH3093'OF HIGHWAY, 31.85 M (104.49 FT) SOUTH SOUTHEAST OF 12-INCH PINE TREE
 EH3093'AT EAST END OF ROW OF PINES, 28.35 M (93.01 FT) EAST OF THE NORTHEAST
 EH3093'CORNER OF BRICK HOUSE, 18.53 M (60.79 FT) NORTHEAST OF THE SOUTHEAST
 EH3093'METAL POLE OF CARPORT AND 0.18 M (0.59 FT) SOUTH SOUTHEAST OF THE
 EH3093'NORTHWEST EDGE OF CONCRETE DRIVEWAY.  AZIMUTH MARK IS A STANDARD NGS
 EH3093'DISK STAMPED--BOONE 2 1986--, SET IN TOP OF A ROUND CONCRETE POST,
 EH3093'FLUSH WITH THE GROUND.  IT IS IN A CULTIVATED FIELD, 25.60 M (83.99
 EH3093'FT) NORTH OF A POWER POLE WITH TRANSFORMER, 23.46 M (76.97 FT)
 EH3093'NORTHEAST OF THE CENTER OF HIGHWAY, 0.91 M (2.99 FT) SOUTHEAST OF A
 EH3093'POWER SERVICE POLE WITH A METER, 0.85 M (2.79 FT) SOUTH SOUTHWEST OF
 EH3093'THE WEST I-BEAM STEEL POST OF SIGN BOARD AND 0.60 M (1.97 FT)
 EH3093'SOUTHEAST OF A CARSONITE WITNESS POST.  TO REACH AZIMUTH MARK FROM THE
 EH3093'STATION, GO NORTHWEST ON US HIGHWAY 49 FOR 0.45 MI (0.72 KM) TO A SIGN
 EH3093'BOARD AND MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3095 ***********************************************************************
 EH3095  DESIGNATION -  BOONE 2 AZ MK
 EH3095  PID         -  EH3095
 EH3095  STATE/COUNTY-  MS/COAHOMA
 EH3095  USGS QUAD   -  CLARKSDALE (1967)
 EH3095
 EH3095                         *CURRENT SURVEY CONTROL
 EH3095  ___________________________________________________________________
 EH3095* NAD 83(1986)-  34 08 17.     (N)    090 32 01.     (W)     SCALED    
 EH3095* NAVD 88     -        49.07   (+/-2cm)     161.0    (feet)  VERTCON   
 EH3095  ___________________________________________________________________
 EH3095  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH3095  VERT ORDER  -  THIRD (See Below)
 EH3095
 EH3095.The horizontal coordinates were scaled from a topographic map and have
 EH3095.an estimated accuracy of +/- 6 seconds.
 EH3095
 EH3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3095.The vertical order pertains to the NGVD 29 superseded value.
 EH3095
 EH3095.The geoid height was determined by GEOID03.
 EH3095
 EH3095;                    North         East    Units  Estimated Accuracy
 EH3095;SPC MS W     -   514,280.      681,530.      MT  (+/- 180 meters Scaled)
 EH3095
 EH3095                          SUPERSEDED SURVEY CONTROL
 EH3095
 EH3095  NGVD 29 (08/12/04)   49.10   (m)          161.1    (f) RESET       3  
 EH3095
 EH3095.Superseded values are not recommended for survey control.
 EH3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3095.See file dsdata.txt to determine how the superseded data were derived.
 EH3095
 EH3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT274802(NAD 83)
 EH3095_MARKER: DZ = AZIMUTH MARK DISK
 EH3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3095_SP_SET: CONCRETE POST
 EH3095_STAMPING: BOONE 2 1986
 EH3095_MARK LOGO: NGS   
 EH3095_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3095+STABILITY: SURFACE MOTION
 EH3095
 EH3095  HISTORY     - Date     Condition        Report By
 EH3095  HISTORY     - 1986     MONUMENTED       NGS
 EH3095  HISTORY     - 19861010 GOOD             NGS
 EH3095
 EH3095                          STATION DESCRIPTION
 EH3095
 EH3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EH3095'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 49 AND 61 NORTH FROM THE
 EH3095'JUNCTION OF U.S. HIGHWAY 61 SOUTH IN CLARKSDALE TO THE JUNCTION OF
 EH3095'U.S. HIGHWAY 61 NORTH ON THE LEFT, THENCE SOUTHEAST ALONG U.S.
 EH3095'HIGHWAY 49 FOR 1.8 MILES TO A SIGN BOARD AND MARK ON THE LEFT IN
 EH3095'CULTIVATED FIELD, 84.0 FT (25.6 M) NORTH OF A POWER POLE WITH
 EH3095'TRANSFORMER, 77 FT (23.5 M) NORTHEAST OF THE CENTER OF HIGHWAY, 3.0
 EH3095'FT (0.9 M) SOUTHEAST OF A POWER SERVICE POLE WITH METER ATTACHED, AND
 EH3095'2.8 FT (0.9 M) SOUTH-SOUTHWEST OF THE WEST STEEL I-BEAM POST OF
 EH3095'SIGNBOARD, MARK IS FLUSH WITH THE GROUND.
 EH3095
 EH3095                          STATION RECOVERY (1986)
 EH3095
 EH3095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 EH3095'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH SOUTHEAST OF
 EH3095'CLARKSDALE, 5.6 MI (9.0 KM) NORTH NORTHWEST OF DUBLIN, IN SECTION 8, T
 EH3095'26N, R 3W, ON THE NORTHEAST SIDE OF US HIGHWAY 49.  TO REACH FROM THE
 EH3095'JUNCTION OF US HIGHWAYS 49 AND 61 SOUTH IN CLARKSDALE, GO SOUTHEAST ON
 EH3095'US HIGHWAYS 49 AND 61 NORTH FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF US
 EH3095'HIGHWAY 61 NORTH ON THE LEFT, CONTINUE SOUTHEAST ON US HIGHWAY 49 FOR
 EH3095'1.8 MI (2.9 KM) TO A SIGN BOARD AND MARK ON THE LEFT. AZIMUTH MARK IS
 EH3095'A STANDARD NGS DISK STAMPED BOONE 2 1986, SET IN THE TOP OF A ROUND
 EH3095'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN A CULTIVATED FIELD,
 EH3095'25.60 M (83.99 FT) NORTH OF A POWER POLE WITH A TRANSFORMER, 23.46 M
 EH3095'(76.97 FT) NORTHEAST OF THE CENTER OF HIGHWAY, 0.91 M (2.99 FT)
 EH3095'SOUTHEAST OF A POWER SERVICE POLE WITH METER ATTACHED, 0.85 M (2.79
 EH3095'FT) SOUTH SOUTHWEST OF THE WEST I-BEAM STEEL POST OF SIGNBOARD AND
 EH3095'0.60 M (1.97 FT) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3094 ***********************************************************************
 EH3094  DESIGNATION -  BOONE 2 RM 3
 EH3094  PID         -  EH3094
 EH3094  STATE/COUNTY-  MS/COAHOMA
 EH3094  USGS QUAD   -  CLARKSDALE (1967)
 EH3094
 EH3094                         *CURRENT SURVEY CONTROL
 EH3094  ___________________________________________________________________
 EH3094* NAD 83(1986)-  34 08 13.     (N)    090 31 59.     (W)     SCALED    
 EH3094* NAVD 88     -        49.05   (meters)     160.9    (feet)  RESET     
 EH3094  ___________________________________________________________________
 EH3094  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH3094  VERT ORDER  -  THIRD
 EH3094
 EH3094.The horizontal coordinates were scaled from a topographic map and have
 EH3094.an estimated accuracy of +/- 6 seconds.
 EH3094
 EH3094.The orthometric height was computed from unverified reset data.
 EH3094.No vertical observational check was made to the station.
 EH3094
 EH3094.The geoid height was determined by GEOID03.
 EH3094
 EH3094;                    North         East    Units  Estimated Accuracy
 EH3094;SPC MS W     -   514,160.      681,580.      MT  (+/- 180 meters Scaled)
 EH3094
 EH3094                          SUPERSEDED SURVEY CONTROL
 EH3094
 EH3094  NGVD 29 (08/12/04)   49.09   (m)          161.1    (f) RESET       3  
 EH3094
 EH3094.Superseded values are not recommended for survey control.
 EH3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3094.See file dsdata.txt to determine how the superseded data were derived.
 EH3094
 EH3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT274800(NAD 83)
 EH3094_MARKER: DR = REFERENCE MARK DISK
 EH3094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EH3094_SP_SET: DRIVEWAY
 EH3094_STAMPING: BOONE 2 NO 3 1986
 EH3094_MARK LOGO: NGS   
 EH3094_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH3094
 EH3094  HISTORY     - Date     Condition        Report By
 EH3094  HISTORY     - 1986     MONUMENTED       NGS
 EH3094
 EH3094                          STATION DESCRIPTION
 EH3094
 EH3094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EH3094'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 49 AND 61 NORTH FROM THE
 EH3094'JUNCTION OF U.S. HIGHWAY 61 SOUTH IN CLARKSDALE TO THE JUNCTION OF
 EH3094'U.S. HIGHWAY 61 NORTH ON THE LEFT, THENCE SOUTHEAST ALONG U.S.
 EH3094'HIGHWAY 49 FOR 2.25 MILES TO A CONCRETE DRIVEWAY TO BRICK HOUSE AND
 EH3094'MARK ON THE RIGHT, 152.0 FT (46.3 M) SOUTHWEST OF THE CENTER OF
 EH3094'HIGHWAY 49, 104.5 FT (31.9 M) SOUTH-SOUTHEAST OF A 12-INCH PINE TREE
 EH3094'AT EAST END OF A ROW OF PINES, 93.0 FT (28.3 M) EAST OF THE NORTHEAST
 EH3094'CORNER OF BRICK HOUSE, 60.8 FT (18.5 M) NORTHEAST OF THE SOUTHEAST
 EH3094'METAL POLE OF CARPORT AND 0.6 FT (0.2 M) SOUTHEAST OF THE NORTHWEST
 EH3094'EDGE OF CONCRETE DRIVEWAY, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0576 ***********************************************************************
 EH0576  DESIGNATION -  BOONE RESET
 EH0576  PID         -  EH0576
 EH0576  STATE/COUNTY-  MS/COAHOMA
 EH0576  USGS QUAD   -  CLARKSDALE (1967)
 EH0576
 EH0576                         *CURRENT SURVEY CONTROL
 EH0576  ___________________________________________________________________
 EH0576* NAD 83(1993)-  34 08 19.99987(N)    090 31 53.99717(W)     ADJUSTED  
 EH0576* NAVD 88     -        49.168  (meters)     161.31   (feet)  ADJUSTED  
 EH0576  ___________________________________________________________________
 EH0576  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EH0576  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH0576  DYNAMIC HT  -          49.120 (meters)     161.15  (feet)  COMP
 EH0576  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 EH0576
 EH0576  HORZ ORDER  -  THIRD
 EH0576  VERT ORDER  -  SECOND    CLASS 0
 EH0576
 EH0576.The horizontal coordinates were established by classical geodetic methods
 EH0576.and adjusted by the National Geodetic Survey in May 1994.
 EH0576
 EH0576.The orthometric height was determined by differential leveling
 EH0576.and adjusted in June 1991.
 EH0576
 EH0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0576
 EH0576.The geoid height was determined by GEOID03.
 EH0576
 EH0576.The dynamic height is computed by dividing the NAVD 88
 EH0576.geopotential number by the normal gravity value computed on the
 EH0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0576.degrees latitude (g = 980.6199 gals.).
 EH0576
 EH0576.The modeled gravity was interpolated from observed gravity values.
 EH0576
 EH0576;                    North         East     Units Scale Factor Converg.
 EH0576;SPC MS W     -   514,370.272   681,707.866   MT  0.99995412   -0 06 40.7
 EH0576;SPC MS W     - 1,687,563.13  2,236,569.89   sFT  0.99995412   -0 06 40.7
 EH0576;UTM  15      - 3,780,308.215   727,599.916   MT  1.00023860   +1 23 09.0
 EH0576
 EH0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0576!SPC MS W     -   0.99999642  x   0.99995412  =   0.99995054
 EH0576!UTM  15      -   0.99999642  x   1.00023860  =   1.00023502
 EH0576
 EH0576|---------------------------------------------------------------------|
 EH0576| PID    Reference Object                     Distance      Geod. Az  |
 EH0576|                                                           dddmmss.s |
 EH0576| EH0577 BOONE RM 1                           28.977 METERS 05634     |
 EH0576| EH0578 BOONE RM 2                           59.783 METERS 15325     |
 EH0576| EH0579 BOONE AZ MK                                        3324133.3 |
 EH0576|---------------------------------------------------------------------|
 EH0576
 EH0576                          SUPERSEDED SURVEY CONTROL
 EH0576
 EH0576  NAD 83(1986)-  34 08 20.01009(N)    090 31 53.99577(W) AD(       ) 3
 EH0576  NAD 27      -  34 08 19.61530(N)    090 31 53.64490(W) AD(       ) 3
 EH0576  NGVD 29 (??/??/??)   49.201  (m)          161.42   (f) ADJUSTED    2 0
 EH0576
 EH0576.Superseded values are not recommended for survey control.
 EH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0576.See file dsdata.txt to determine how the superseded data were derived.
 EH0576
 EH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2760080308(NAD 83)
 EH0576_MARKER: DS = TRIANGULATION STATION DISK
 EH0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0576_STAMPING: BOONE 1957 RESET 1961
 EH0576_MARK LOGO: CGS   
 EH0576_PROJECTION: FLUSH
 EH0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0576+STABILITY: SURFACE MOTION
 EH0576
 EH0576  HISTORY     - Date     Condition        Report By
 EH0576  HISTORY     - 1957     MONUMENTED       CGS
 EH0576  HISTORY     - 1961     SEE DESCRIPTION  MSHD
 EH0576  HISTORY     - 1973     GOOD             MSHD
 EH0576  HISTORY     - 1973     GOOD             MSHD
 EH0576  HISTORY     - 1979     GOOD             DOD
 EH0576  HISTORY     - 19811001 GOOD             MSSU
 EH0576  HISTORY     - 19861010 SEE DESCRIPTION  NGS
 EH0576
 EH0576                          STATION DESCRIPTION
 EH0576
 EH0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH0576'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST
 EH0576'OF CLARKSDALE, 5-1/4 MILES NORTH-NORTHWEST OF DUBLIN, IN
 EH0576'SECTION 8, T 26 N, R 3 W, ON THE WEST RIGHT-OF-WAY OF U.S.
 EH0576'HIGHWAY 49, AT THE SOUTH END OF A BRIDGE AND NORTHWEST ACROSS
 EH0576'THE HIGHWAY FROM THE FULGRAM GROCERY.
 EH0576'
 EH0576'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 EH0576'HIGHWAY 3 AT TUTWILER, GO NORTHWEST ON 49, 7.65 MILES TO
 EH0576'CROSSROADS AT THE TOWN OF MATTSON.  CONTINUE NORTHWEST ON
 EH0576'49, 2.9 MILES TO THE STATION ON THE LEFT.
 EH0576'
 EH0576'STATION MARKS ARE STANDARD DISKS STAMPED BOONE 1957.  THE
 EH0576'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 EH0576'SURFACE.  IT IS 41 FEET WEST-SOUTHWEST OF THE CENTERLINE
 EH0576'OF U.S. HIGHWAY 49, 68 FEET SOUTH OF THE SOUTHWEST END OF
 EH0576'BRIDGE ABUTMENT, 174 FEET NORTHWEST OF THE NORTHWEST CORNER
 EH0576'OF THE FULGRAM GROCERY, AND 27 FEET SOUTH OF TRACK ROAD LEADING
 EH0576'WEST FROM HIGHWAY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EH0576'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE.
 EH0576'
 EH0576'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOONE NO 1
 EH0576'1957, IS SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 EH0576'IT IS 54 FEET EAST-NORTHEAST OF CENTERLINE OF HIGHWAY 49,
 EH0576'63 FEET EAST-SOUTHEAST OF THE SOUTHEAST END OF BRIDGE, AND
 EH0576'2 FEET WEST-SOUTHWEST OF A POWER LINE POLE.
 EH0576'
 EH0576'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOONE NO 2 1957,
 EH0576'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 EH0576'IT IS 51 FEET WEST-SOUTHWEST OF CENTERLINE OF HIGHWAY 49,
 EH0576'74 FEET SOUTH OF A LONE 10-INCH TREE AND 136 FEET SOUTHWEST
 EH0576'OF SOUTHWEST CORNER OF THE FULGRAM GROCERY.
 EH0576'
 EH0576'AZIMUTH MARK IS A STANDARD DISK STAMPED BOONE 1957, SET IN
 EH0576'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 55
 EH0576'FEET EAST-NORTHEAST OF CENTERLINE OF HIGHWAY 49, 42 FEET
 EH0576'WEST-SOUTHWEST OF NORTHWEST CORNER OF HOUSE AND 39 FEET
 EH0576'NORTHWEST OF SOUTHWEST CORNER OF HOUSE.  A STANDARD WITNESS
 EH0576'POST WAS SET 1-1/2 FEET NORTH-NORTHWEST OF MARK.
 EH0576'
 EH0576'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 EH0576'HIGHWAY 49, 0.45 MILES TO TENENT HOUSE AND AZIMUTH MARK
 EH0576'ON THE RIGHT.
 EH0576'
 EH0576'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH0576
 EH0576                          STATION RECOVERY (1961)
 EH0576
 EH0576'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 EH0576'THE AZIMUTH MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED.
 EH0576'THE STATION WAS FOUND TILTED.  A PLUMB BENCH WAS BUILT OVER
 EH0576'THE UNDERGROUND MARK AND A NEW SURFACE MARK WAS SET.  THE
 EH0576'OLD DISK WAS DESTROYED WHILE TRYING TO REMOVE IT FROM THE OLD
 EH0576'MARK.  A NEW DISK WAS SET IN A 10-INCH SQUARE CONCRETE POST
 EH0576'FLUSH WITH THE GROUND.  THE DISK WAS STAMPED BOONE 1957 1961.
 EH0576'
 EH0576'THIS STATION WAS NOT OCCUPIED.
 EH0576
 EH0576                          STATION RECOVERY (1973)
 EH0576
 EH0576'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH0576'THE STATION MARK WAS VISITED 2-21-73 AND THE STATION MARK, RM NO 1,
 EH0576'RM NO 2 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED IN 1961.  THE
 EH0576'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 EH0576'
 EH0576'THE STATION IS LOCATED 5.2 MILES SE OF THE COURTHOUSE IN CLARKSDALE
 EH0576'ON THE SW ROW OF THE U.S. HIGHWAY 49 ABOUT 100 FEET SE OF A CANAL,
 EH0576'4.9 MILES NW OF DUBLIN IN THE NE 1/4 OF THE SW 1/4 OF SECTION 8,
 EH0576'T 26N, R 3W.  IT IS 41 FEET SW OF THE CENTER OF HIGHWAY 49, 29
 EH0576'FEET SE OF THE CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE, 58 FEET
 EH0576'SE OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE BRICK HOUSE,
 EH0576'66.5 FEET SOUTH OF THE SW END OF THE SE ABUTMENT OF A CONCRETE
 EH0576'BRIDGE, 16 FEET EAST OF A WATER METER, 10 FEET ENE OF A TELEPHONE
 EH0576'POLE, 143 FEET NW OF THE CENTER OF THE NW ENTRANCE TO A FREIGHT DEPOT
 EH0576'AND IS ON LINE WITH A ROW OF CEDARS.  IT IS A TRIANGULATION DISK
 EH0576'STAMPED BOONE 1957 RESET 1961 2 INCHES BELOW THE GROUND.
 EH0576'
 EH0576'REFERENCE MARK NO 1 IS 95.07 FEET NE OF THE STATION.  IT IS 54 FEET
 EH0576'NE OF THE CENTER OF HIGHWAY 49, 58.5 FEET EAST OF THE SE END OF THE
 EH0576'SE ABUTMENT OF A CONCRETE BRIDGE, 8 FEET SOUTH OF THE EDGE OF THE
 EH0576'SOUTH BANK OF A CANAL, 15.5 FEET EAST OF A POLE WITH A METER ON
 EH0576'IT, 1.5 FEET SW OF A UTILITY POLE AND 1 FOOT SE OF A METAL WITNESS
 EH0576'POST.  IT IS A REFERENCE MARK DISK, STAMPED BOONE NO 1 1957
 EH0576'PROJECTING 5 INCHES.
 EH0576'
 EH0576'REFERENCE MARK NO 2 IS 196.14 FEET SSE OF THE STATION.  IT IS 52 FEET
 EH0576'SW OF THE CENTER OF HIGHWAY 49, 57 FEET SE OF THE CENTER OF THE
 EH0576'NW ENTRANCE TO A FREIGHT DEPOT, 100 FEET ENE OF THE NE CORNER OF
 EH0576'THE FREIGHT DEPOT, 13 FEET NNW OF THE PROJECTED PLANE OF THE NORTH
 EH0576'WALL OF THE DEPOT, 39 FEET NW OF A POWER POLE WITH A TRANSFORMER
 EH0576'AND A GUY WIRE AND 1 FOOT NW OF A METAL WITNESS POST.  IT IS A
 EH0576'REFERENCE MARK DISK, STAMPED BOONE NO 2 1957 PROJECTING 8 INCHES.
 EH0576'
 EH0576'THE AZIMUTH MARK IS 0.5 MILE NNW OF THE STATION.  IT IS 55 FEET NE
 EH0576'OF THE CENTER OF HIGHWAY 49, 42 FEET NW OF THE CENTER OF A DRIVEWAY,
 EH0576'38 FEET SW OF THE NW CORNER OF THE PORCH OF A FRAME HOUSE, 34 FEET
 EH0576'WNW OF THE SW CORNER OF THE PORCH OF A FRAME HOUSE, 38 FEET SE OF
 EH0576'A TELEPHONE CABLE WARNING POST, 1.5 FEET SW OF A ROW OF POLES, AND
 EH0576'1 FOOT SE OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 EH0576'STAMPED BOONE 1957 PROJECTING 4 INCHES.
 EH0576'
 EH0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0576'CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 2.7 MILES TO THE JUNCTION
 EH0576'OF STATE HIGHWAY 322.  CONTINUE SE ON U.S. HIGHWAY 49 FOR 1.15
 EH0576'MILES TO A FRAME HOUSE AND AZIMUTH MARK ON THE LEFT.  CONTINUE SE
 EH0576'ON U.S. HIGHWAY 49 FOR 0.5 MILE TO THE STATION ON THE RIGHT
 EH0576'JUST BEYOND A CONCRETE BRIDGE.
 EH0576'
 EH0576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES SE OF
 EH0576'CLARKSDALE.
 EH0576
 EH0576                          STATION RECOVERY (1973)
 EH0576
 EH0576'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0576'5.2 MI SE FROM CLARKSDALE.
 EH0576'THE MARK IS LOCATED 5.2 MILES SE OF THE COURTHOUSE IN CLARKSDALE ON
 EH0576'THE SW ROW OF U.S. HIGHWAY 49 ABOUT 100 FEET SE OF A CANAL, 4.9 MILES
 EH0576'NW OF DUBLIN IN THE NE 1/4 OF THE SW 1/4 OF SECTION 8, T 26N, R 3W. IT
 EH0576'IS 41 FEET SW OF THE CENTER OF HIGHWAY 49, 29 FEET SE OF THE CENTER OF
 EH0576'A DRIVEWAY LEADING TO A BRICK HOUSE, 58 FEET OF THE PROJECTED PLANE OF
 EH0576'THE SOUTH WALL OF THE BRICK HOUSE, 66.5 FEET SOUTH OF THE SW END OF
 EH0576'THE SE ABUTMENT OF A CONCRETE BRIDGE, 143 FEET NW OF THE CENTER OF THE
 EH0576'NW ENTRANCE TO A FREIGHT DEPOT, 16 FEET EAST OF A WATER METER, 10 FEET
 EH0576'ENE OF A TELEPHONE POLE ON LINE WITH A ROW OF CEDARS SET IN THE TOP OF
 EH0576'A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 EH0576'IS 2 INCHES BELOW THE GROUND. TO REACH FROM THE JUNCTION OF U.S.
 EH0576'HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 2.7 MILES
 EH0576'TO THE JUNCTION OF STATE HIGHWAY 322. CONTINUE SE ON U.S. HIGHWAY 49
 EH0576'FOR 1.55 MILES TO THE MARK ON THE RIGHT JUST BEYOND A CONCRETE BRIDGE.
 EH0576
 EH0576                          STATION RECOVERY (1979)
 EH0576
 EH0576'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0576'RECOVERED IN GOOD CONDITION.
 EH0576
 EH0576                          STATION RECOVERY (1981)
 EH0576
 EH0576'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0576'RECOVERED IN GOOD CONDITION.
 EH0576
 EH0576                          STATION RECOVERY (1986)
 EH0576
 EH0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 EH0576'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN
 EH0576'APPARENT GOOD CONDITION.  HOWEVER IT IS BELIEVED THE REFERENCE MARK NO
 EH0576'1 WAS MOVED AS THE ELEVATION AND DISTANCE DID NOT CHECK THE PUBLISHED
 EH0576'DATA.  THE AZIMUTH MARK WAS RECOVERED IN POOR CONDITION WITH THE DISK
 EH0576'BADLY SCARED AND IN DANGER OF BEING DESTROYED BY FARM EQUIPMENT.  THE
 EH0576'STATION MARK AND REFERENCE MARK NO 2 ARE GOING TO BE DESTROYED BY
 EH0576'HIGHWAY AND BRIDGE CONSTRUCTION.  A COMPLETE NEW STATION BOONE 2 1986
 EH0576'WAS ESTABLISHED AT THIS DATE.  SEE DESCRIPTION FOR BOONE 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0577 ***********************************************************************
 EH0577  DESIGNATION -  BOONE RM 1
 EH0577  PID         -  EH0577
 EH0577  STATE/COUNTY-  MS/COAHOMA
 EH0577  USGS QUAD   -  CLARKSDALE (1967)
 EH0577
 EH0577                         *CURRENT SURVEY CONTROL
 EH0577  ___________________________________________________________________
 EH0577* NAD 83(1986)-  34 08 20.     (N)    090 31 52.     (W)     SCALED    
 EH0577* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 EH0577  ___________________________________________________________________
 EH0577  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH0577  VERT ORDER  -  ? (See Below)
 EH0577
 EH0577.The horizontal coordinates were scaled from a topographic map and have
 EH0577.an estimated accuracy of +/- 6 seconds.
 EH0577
 EH0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0577.The vertical order pertains to the NGVD 29 superseded value.
 EH0577
 EH0577.The geoid height was determined by GEOID03.
 EH0577
 EH0577;                    North         East    Units  Estimated Accuracy
 EH0577;SPC MS W     -   514,370.      681,760.      MT  (+/- 180 meters Scaled)
 EH0577
 EH0577                          SUPERSEDED SURVEY CONTROL
 EH0577
 EH0577  NGVD 29 (??/??/??)   50.251  (m)          164.87   (f) ADJUSTED    ?  
 EH0577
 EH0577.Superseded values are not recommended for survey control.
 EH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0577.See file dsdata.txt to determine how the superseded data were derived.
 EH0577
 EH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT276803(NAD 83)
 EH0577_MARKER: DR = REFERENCE MARK DISK
 EH0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0577_STAMPING: BOONE NO 1 1957
 EH0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0577+STABILITY: SURFACE MOTION
 EH0577
 EH0577  HISTORY     - Date     Condition        Report By
 EH0577  HISTORY     - 1957     MONUMENTED       CGS
 EH0577  HISTORY     - 1973     GOOD             MSHD
 EH0577  HISTORY     - 1979     GOOD             DOD
 EH0577  HISTORY     - 19811001 GOOD             MSSU
 EH0577
 EH0577                          STATION DESCRIPTION
 EH0577
 EH0577'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0577'5.2 MI SE FROM CLARKSDALE.
 EH0577'THE MARK IS LOCATED 5.2 MILES SE OF THE COURTHOUSE IN CLARKSDALE ON
 EH0577'THE NE ROW OF U.S. HIGHWAY 49 ON THE BANK OF A CANAL, 4.9 MILES NW OF
 EH0577'DUBLIN IN THE NE 1/4 OF THE SW 1/4 OF SECTION 8, T 26N, R 3W.  IT IS
 EH0577'95.07 FEET NE OF THE STATION, 54 FEET NE OF THE CENTER OF HIGHWAY 49,
 EH0577'58.5 FEET EAST OF THE SE END OF THE SE ABUTMENT OF A CONCRETE BRIDGE,
 EH0577'8 FEET SOUTH OF THE EDGE OF THE SOUTH BANK OF A CANAL, 15.5 FEET EAST
 EH0577'OF A POLE WITH A METER ON IT, 1.5 FEET SW OF A UTILITY POLE, 1 FOOT SE
 EH0577'OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 EH0577'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 5
 EH0577'INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0577'CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 2.7 MILES TO THE JUNCTION OF
 EH0577'STATE HIGHWAY 322. CONTINUE SE ON U.S. HIGHWAY 49 FOR 1.55 MILES TO
 EH0577'THE MARK ON THE LEFT JUST BEYOND A CONCRETE BRIDGE.
 EH0577
 EH0577                          STATION RECOVERY (1979)
 EH0577
 EH0577'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0577'RECOVERED IN GOOD CONDITION.
 EH0577
 EH0577                          STATION RECOVERY (1981)
 EH0577
 EH0577'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0578 ***********************************************************************
 EH0578  DESIGNATION -  BOONE RM 2
 EH0578  PID         -  EH0578
 EH0578  STATE/COUNTY-  MS/COAHOMA
 EH0578  USGS QUAD   -  CLARKSDALE (1967)
 EH0578
 EH0578                         *CURRENT SURVEY CONTROL
 EH0578  ___________________________________________________________________
 EH0578* NAD 83(1986)-  34 08 19.     (N)    090 31 53.     (W)     SCALED    
 EH0578* NAVD 88     -        49.60   (+/-2cm)     162.7    (feet)  VERTCON   
 EH0578  ___________________________________________________________________
 EH0578  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH0578  VERT ORDER  -  ? (See Below)
 EH0578
 EH0578.The horizontal coordinates were scaled from a topographic map and have
 EH0578.an estimated accuracy of +/- 6 seconds.
 EH0578
 EH0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0578.The vertical order pertains to the NGVD 29 superseded value.
 EH0578
 EH0578.The geoid height was determined by GEOID03.
 EH0578
 EH0578;                    North         East    Units  Estimated Accuracy
 EH0578;SPC MS W     -   514,340.      681,730.      MT  (+/- 180 meters Scaled)
 EH0578
 EH0578                          SUPERSEDED SURVEY CONTROL
 EH0578
 EH0578  NGVD 29 (??/??/??)   49.638  (m)          162.85   (f) ADJUSTED    ?  
 EH0578
 EH0578.Superseded values are not recommended for survey control.
 EH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0578.See file dsdata.txt to determine how the superseded data were derived.
 EH0578
 EH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT276802(NAD 83)
 EH0578_MARKER: DR = REFERENCE MARK DISK
 EH0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0578_STAMPING: BOONE NO 2 1957
 EH0578_MARK LOGO: CGS   
 EH0578_PROJECTION: FLUSH
 EH0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0578+STABILITY: SURFACE MOTION
 EH0578
 EH0578  HISTORY     - Date     Condition        Report By
 EH0578  HISTORY     - 1957     MONUMENTED       CGS
 EH0578  HISTORY     - 1973     GOOD             MSHD
 EH0578  HISTORY     - 1979     GOOD             DOD
 EH0578  HISTORY     - 19811001 GOOD             MSSU
 EH0578  HISTORY     - 19861010 SEE DESCRIPTION  NGS
 EH0578
 EH0578                          STATION DESCRIPTION
 EH0578
 EH0578'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0578'5.2 MI SE FROM CLARKSDALE.
 EH0578'THE MARK IS LOCATED 5.2 MILES SE OF THE COURTHOUSE IN CLARKSDALE ON
 EH0578'THE SW ROW OF U.S. HIGHWAY 49 ABOUT 100 YARDS SOUTH OF A CANAL, 4.9
 EH0578'MILES NW OF DUBLIN IN THE NE 1/4 OF THE SW 1/4 OF SECTION 8, T 26N, R
 EH0578'3W.  IT IS 196.14 FEET SSE OF THE STATION, 52 FEET SW OF THE CENTER OF
 EH0578'HIGHWAY 49, 57 FEET SE OF THE CENTER OF THE NW ENTRANCE TO A FREIGHT
 EH0578'DEPOT, 100 FEET ENE OF THE NE CORNER OF THE DEPOT, 13 FEET NNW OF THE
 EH0578'PROJECTED PLANE OF THE NORTH WALL OF THE DEPOT, 39 FEET NW OF A POWER
 EH0578'POLE WITH A TRANSFORMER AND A GUY WIRE, 1 FOOT NW OF A METAL WITNESS
 EH0578'POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT LEVEL
 EH0578'WITH THE HIGHWAY AND PROJECTS 8 INCHES. TO REACH FROM THE JUNCTION OF
 EH0578'U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SE ON U.S. HIGHWAY 61 FOR 2.7
 EH0578'MILES TO THE JUNCTION OF STATE HIGHWAY 322.  CONTINUE SE ON U.S.
 EH0578'HIGHWAY 49 FOR 1.6 MILES TO THE MARK ON THE RIGHT JUST BEYOND THE
 EH0578'ENTRANCE TO A FREIGHT DEPOT.
 EH0578
 EH0578                          STATION RECOVERY (1979)
 EH0578
 EH0578'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0578'RECOVERED IN GOOD CONDITION.
 EH0578
 EH0578                          STATION RECOVERY (1981)
 EH0578
 EH0578'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0578'RECOVERED IN GOOD CONDITION.
 EH0578
 EH0578                          STATION RECOVERY (1986)
 EH0578
 EH0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 EH0578'MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED IN THE
 EH0578'1973 RECOVERY DESCRIPTION BY MSHD.  THIS MARK MAY BE DESTROYED BY
 EH0578'BRIDGE AND HIGHWAY CONSTRUCTION.  A NEW REFERENCE MARK WAS ESTABLISHED
 EH0578'AT THIS TIME.  SEE DESCRIPTION FOR BOONE 2 NO 3 1986.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0805 ***********************************************************************
 EG0805  DESIGNATION -  BOONEVILLE 2 RESET
 EG0805  PID         -  EG0805
 EG0805  STATE/COUNTY-  MS/PRENTISS
 EG0805  USGS QUAD   -  BOONEVILLE (1973)
 EG0805
 EG0805                         *CURRENT SURVEY CONTROL
 EG0805  ___________________________________________________________________
 EG0805* NAD 83(1993)-  34 39 01.79062(N)    088 34 04.30547(W)     NO CHECK  
 EG0805* NAVD 88     -       161.91   (meters)     531.2    (feet)  RESET     
 EG0805  ___________________________________________________________________
 EG0805  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EG0805  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0805  HORZ ORDER  -  THIRD
 EG0805  VERT ORDER  -  THIRD
 EG0805
 EG0805.The horizontal coordinates were established by classical geodetic methods
 EG0805.and adjusted by the National Geodetic Survey in May 1994.
 EG0805.No horizontal observational check was made to the station.
 EG0805
 EG0805.The orthometric height was computed from unverified reset data.
 EG0805
 EG0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0805
 EG0805.The geoid height was determined by GEOID03.
 EG0805
 EG0805;                    North         East     Units Scale Factor Converg.
 EG0805;SPC MS E     -   571,134.221   324,335.741   MT  0.99995730   +0 09 03.4
 EG0805;SPC MS E     - 1,873,796.19  1,064,091.51   sFT  0.99995730   +0 09 03.4
 EG0805;UTM  16      - 3,835,403.577   356,317.884   MT  0.99985446   -0 53 29.7
 EG0805
 EG0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0805!SPC MS E     -   0.99997890  x   0.99995730  =   0.99993620
 EG0805!UTM  16      -   0.99997890  x   0.99985446  =   0.99983336
 EG0805
 EG0805|---------------------------------------------------------------------|
 EG0805| PID    Reference Object                     Distance      Geod. Az  |
 EG0805|                                                           dddmmss.s |
 EG0805| EG0808 BOONEVILLE                           29.273 METERS 13552     |
 EG0805| EG0809 BOONEVILLE RM 2                      13.439 METERS 16901     |
 EG0805| EG0807 BOONEVILLE 2 RM 3                    21.826 METERS 20141     |
 EG0805| EG0806 BOONEVILLE 2 RM 4                    11.058 METERS 28125     |
 EG0805|---------------------------------------------------------------------|
 EG0805
 EG0805                          SUPERSEDED SURVEY CONTROL
 EG0805
 EG0805  NAD 83(1993)-  34 39 01.79554(N)    088 34 04.30983(W) AD(       ) 3
 EG0805  NAD 83(1986)-  34 39 01.79983(N)    088 34 04.30747(W) AD(       ) 3
 EG0805
 EG0805.Superseded values are not recommended for survey control.
 EG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0805.See file dsdata.txt to determine how the superseded data were derived.
 EG0805
 EG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5631835404(NAD 83)
 EG0805_MARKER: DS = TRIANGULATION STATION DISK
 EG0805_SETTING: 0 = UNSPECIFIED SETTING
 EG0805_STAMPING: BOONEVILLE 2 1966 1971
 EG0805_MARK LOGO: NGS   
 EG0805_PROJECTION: FLUSH
 EG0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0805
 EG0805  HISTORY     - Date     Condition        Report By
 EG0805  HISTORY     - 1971     MONUMENTED       NGS
 EG0805  HISTORY     - 1971     GOOD             NGS
 EG0805  HISTORY     - 19730301 MARK NOT FOUND   USGS
 EG0805  HISTORY     - 1979     GOOD             MSHD
 EG0805  HISTORY     - 1980     GOOD             NGS
 EG0805  HISTORY     - 1983     GOOD             NGS
 EG0805
 EG0805                          STATION DESCRIPTION
 EG0805
 EG0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0805'0.3 MI S FROM BOONEVILLE.
 EG0805'LOCATED 0.3 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION
 EG0805'WITH STATE HIGHWAY 30 (COLLEGE STREET), THENCE RIGHT, DOWNHILL, FOR
 EG0805'0.15 MILE, THENCE RIGHT, UPHILL FOR ABOUT 150 FEET, THENCE RIGHT FOR
 EG0805'ABOUT 150 FEET TO THE MARK ON THE LEFT ON PROPERTY OWNED BY MR. ROGER
 EG0805'STANLEY.  IT IS 5 FEET NORTH OF A POWER POLE, 19 FEET NORTH OF THE
 EG0805'CENTER OF THE DRIVEWAY TO THE WYATTS HOUSE, 48 FEET WNW OF THE NW
 EG0805'CORNER OF THE BRICK HOUSE OWNED BY MR. WYATT, 16.5 FEET NORTH OF THE
 EG0805'PROJECTED PLANE OF THE BRICK HOUSE OWNED BY MR. WYATT AND 123 FEET
 EG0805'WEST OF THE EDGE OF THE BANK SLOPING DOWN TO THE HIGHWAY.  IT IS A
 EG0805'TRIANGULATION STATION DISK FLUSH WITH THE GROUND.
 EG0805
 EG0805                          STATION RECOVERY (1971)
 EG0805
 EG0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EG0805'THE STATION WAS VISITED 7-21-71 AND THE STATION AND REFERENCE MARKS
 EG0805'NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 EG0805'LOWERED IN IS ORIGINAL POSITION BY THE PROPERTY OWNERS REQUEST.
 EG0805'REFERENCE MARK NO. 3 IS OBSTRUCTED FROM THE STATION BY A POWER
 EG0805'POLE THEREFORE THE ANGLE BETWEEN THE REFERENCE MARKS COULD NOT
 EG0805'BE CHECKED.  THE MEASUREMENTS TO THE REFERENCE MARKS CHECKED
 EG0805'SATISFACTORY.  SINCE THE ANGLE AT THE STATION COULD NOT BE
 EG0805'OBSERVED THE ANGLE BETWEEN THE STATION AND REFERENCE MARK NO. 3
 EG0805'WAS OBSERVED AT REFERENCE MARK NO. 4 AND CHECKED ALLRIGHT.
 EG0805'
 EG0805'A NEW DESCRIPTION FOLLOWS--
 EG0805'
 EG0805'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF BONNEVULLE, IN THE
 EG0805'SOUTHWOOD SUB-DIVISION ON PROPERTY OWNED BY MRS. ROGER STANLEY, 48
 EG0805'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE OWNED
 EG0805'BY MR. WYATT 5 FEET NORTH OF A POWER POLE, 19 FEET NORTH OF THE
 EG0805'CENTER OF THE DRIVEWAY TO THE WYATTS HOUSE, 16.5 FEET NORTH OF
 EG0805'THE PROJECTED PLANE OF THE NORTH WALL OF THE WYATT HOUSE, AND 123
 EG0805'FEET WEST OF THE EDGE OF A BANK SLOPING DOWN TO THE HIGHWAY.  IT
 EG0805'IS A TRIANGULATION DISK STAMPED BOONEVILLE 2 1966 1971 FLUSH
 EG0805'WITH THE GROUND.
 EG0805'
 EG0805'REFERENCE MARK NO. 3 IS 71.61 FEET SOUTH OF THE STATION, 34 FEET
 EG0805'WEST OF THE WEST WALL OF THE WYATTS HOUSE, 64 FEET SOUTHWEST OF THE
 EG0805'NORTH WEST CORNER, 42 FEET NORTHWEST OF THE SOUTHWEST CORNER, 66
 EG0805'FEET SOUTH OF A POWER POLE, AND 1 FOOT NORTH OF A METAL WITNESS
 EG0805'POST.  IT IS A REFERENCE MARK DISK STAMPED BOONEVILLE 2 NO 3
 EG0805'1966, FLUSH WITH THE GROUND.
 EG0805'
 EG0805'REFERENCE MARK NO. 4 IS 36.28 FEET WEST OF THE STATION AND AT THE
 EG0805'SOUTHEDGE OF MRS. STANLEYS YARD, 14 FEET NORTH OF THE CENTER OF THE
 EG0805'DRIVEWAY, 38 FEET NNE OF A 36-INCH OAK TREE, 35.5 FEET WEST OF A
 EG0805'POWER POLE, 79.5 FEET WEST OF THE NORTHWEST CORNER OF THE WYATTS
 EG0805'HOUSE, 4.5 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF
 EG0805'THE WYATTS HOUSE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 EG0805'A REFERENCE MARK DISK STAMPED BOONEVILLE NO 4 1966 PROJECTING 2
 EG0805'INCHES.
 EG0805'
 EG0805'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND
 EG0805'STATE HIGHWAY 30 (COLLEGE STREET), GO SOUTH ON U.S. HIGHWAY 45 FOR
 EG0805'0.3 MILE, TURN RIGHT DOWNHILL FOR 0.15 MILE, TURN RIGHT UPHILL FOR
 EG0805'150 FEET THEN RIGHT UPHILL FOR ANOTHER 150 FEET TO THE STATION ON
 EG0805'THE LEFT.
 EG0805'
 EG0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILES SOUTH.
 EG0805
 EG0805                          STATION RECOVERY (1973)
 EG0805
 EG0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLP)
 EG0805'MARK NOT FOUND.
 EG0805
 EG0805                          STATION RECOVERY (1979)
 EG0805
 EG0805'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG0805'THE STATION WAS VISITED 5-31-79 AND THE STATION MARK, RM NO 3 AND
 EG0805'RM NO 4 WERE FOUND IN GOOD CONDITION.  AS STATED IN THE 1971
 EG0805'RECOVERY A POWER POLE IS ON LINE BETWEEN THE STATION AND RM NO 3.
 EG0805'
 EG0805'THE STATION IS LOCATED 0.3 MILE SOUTH OF BOONEVILLE NEAR THE
 EG0805'SOUTHEAST CORNER OF THE PROPERTY OF MR. DONALD JOHNSON IN THE
 EG0805'NORTHWEST 1/4 OF SECTION 16, T 5S, R 7E.  IT IS 170 FEET WEST OF
 EG0805'THE CENTER OF HIGHWAY 45, 52 FEET NORTHEAST OF A 12 INCH OAK, 48
 EG0805'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 19
 EG0805'FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY, 5 FEET NORTH
 EG0805'OF A POWER POLE, 3 FEET EAST OF A TELEPHONE POLE ABOUT 1
 EG0805'FOOT ABOVE THE LEVEL OF THE DRIVEWAY AND IS 1 INCH BELOW THE
 EG0805'GROUND.  IT IS A TRIANGULATION DISK, STAMPED BOONEVILLE 2
 EG0805'1966 1971 BM RESET.
 EG0805'
 EG0805'REFERENCE MARK NO 3 IS 71.70 FEET SOUTH OF THE STATION.  IT IS 66
 EG0805'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 64 FEET SOUTHWEST OF
 EG0805'THE NORTHWEST CORNER OF A BRICK HOUSE, 42 FEET NORTHWEST OF THE
 EG0805'SOUTHWEST CORNER OF A BRICK HOUSE, 51 FEET SOUTH OF THE CENTER OF
 EG0805'THE DRIVEWAY, 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS 3
 EG0805'INCHES.  IT IS A REFERENCE MARK DISK, STAMPED BOONEVILLE 2 NO 3
 EG0805'1966.
 EG0805'
 EG0805'REFERENCE MARK NO 4 IS 36.28 FEET WEST OF THE STATION.  IT IS 79.5
 EG0805'FEET WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 36 FEET WEST OF
 EG0805'A POWER POLE, 36 INCH NORTH OF A 12 INCH OAK, 24 FEET SOUTHEAST OF
 EG0805'A 9 INCH OAK, 15 FEET NORTH OF THE CENTER OF OAKMERE CRIVE, 1 FOOT
 EG0805'WEST OF A METAL WITNESS POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 EG0805'DRIVE AND PROJECTS 3 INCHES.  IT IS A REFERENCE MARK DISK,
 EG0805'STAMPED BOONEVILLE 2 NO 4 1966.
 EG0805'
 EG0805'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 74.20 FEET.
 EG0805'
 EG0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND U.S.
 EG0805'HIGHWAY 45 IN BOONEVILLE GO SOUTH ON U.S. HIGHWAY 45 FOR 0.65 MILE
 EG0805'TO A SIDE STREET RIGHT.  TURN RIGHT AND GO WEST ON DOWING DRIVE FOR
 EG0805'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON
 EG0805'OAKMERE CIRCLE FOR ABOUT 150 FEET TO A FORK.  TAKE THE RIGHT FORK
 EG0805'AND CONTINUE EAST OF OAKMERE CIRCLE FOR 150 FEET TO THE END
 EG0805'OF THE STREET AND THE STATION ON THE LEFT.
 EG0805'
 EG0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE SOUTH
 EG0805'OF BOONEVILLE.
 EG0805
 EG0805                          STATION RECOVERY (1980)
 EG0805
 EG0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RB)
 EG0805'STATION, REFERENCE MARKS 3 AND 4 RECOVERED IN GOOD CONDITION.
 EG0805
 EG0805                          STATION RECOVERY (1983)
 EG0805
 EG0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0805'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0807 ***********************************************************************
 EG0807  DESIGNATION -  BOONEVILLE 2 RM 3
 EG0807  PID         -  EG0807
 EG0807  STATE/COUNTY-  MS/PRENTISS
 EG0807  USGS QUAD   -  BOONEVILLE (1973)
 EG0807
 EG0807                         *CURRENT SURVEY CONTROL
 EG0807  ___________________________________________________________________
 EG0807* NAD 83(1986)-  34 39 01.     (N)    088 34 03.     (W)     SCALED    
 EG0807* NAVD 88     -       160.54   (meters)     526.7    (feet)  RESET     
 EG0807  ___________________________________________________________________
 EG0807  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0807  VERT ORDER  -  THIRD
 EG0807
 EG0807.The horizontal coordinates were scaled from a topographic map and have
 EG0807.an estimated accuracy of +/- 6 seconds.
 EG0807
 EG0807.The orthometric height was computed from unverified reset data.
 EG0807
 EG0807.The geoid height was determined by GEOID03.
 EG0807
 EG0807;                    North         East    Units  Estimated Accuracy
 EG0807;SPC MS E     -   571,110.      324,370.      MT  (+/- 180 meters Scaled)
 EG0807
 EG0807                          SUPERSEDED SURVEY CONTROL
 EG0807
 EG0807.No superseded survey control is available for this station.
 EG0807
 EG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD563353(NAD 83)
 EG0807_MARKER: DR = REFERENCE MARK DISK
 EG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0807_STAMPING: BOONEVILLE 2 NO 3 1966
 EG0807_MARK LOGO: CGS   
 EG0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0807+STABILITY: SURFACE MOTION
 EG0807
 EG0807  HISTORY     - Date     Condition        Report By
 EG0807  HISTORY     - 1966     MONUMENTED       CGS
 EG0807  HISTORY     - 1971     GOOD             NGS
 EG0807  HISTORY     - 19730301 GOOD             USGS
 EG0807  HISTORY     - 1979     GOOD             MSHD
 EG0807  HISTORY     - 1983     GOOD             NGS
 EG0807
 EG0807                          STATION DESCRIPTION
 EG0807
 EG0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0807'0.3 MI S FROM BOONEVILLE.
 EG0807'THE MARK IS LOCATED 0.3 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS
 EG0807'INTERSECTION WITH STATE HIGHWAY 30 (COLLEGE ST.) THENCE RIGHT
 EG0807'(DOWNHILL) 0.15 MILE, THENCE RIGHT 150 FEET UPHILL, THENCE RIGHT
 EG0807'UPHILL ABOUT 150 FEET TO THE MARK ON THE RIGHT.  IT IS 34 FEET WEST OF
 EG0807'THE WEST WALL OF MR. WYATTS HOUSE, 66 FEET SOUTH OF A POWER POLE, 64
 EG0807'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 42 FEET NORTHWEST
 EG0807'OF THE SOUTHWEST CORNER OF THE HOUSE, AND 1 FOOT NORTH OF A METAL
 EG0807'WITNESS POST.  IT IS A REFERENCE MARK DISK SET IN THE TOP OF A
 EG0807'CONCRETE POST FLUSH WITH THE GROUND.
 EG0807
 EG0807                          STATION RECOVERY (1973)
 EG0807
 EG0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLP)
 EG0807'RECOVERED IN GOOD CONDITION.
 EG0807
 EG0807                          STATION RECOVERY (1979)
 EG0807
 EG0807'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0807'THE MARK IS LOCATED 0.3 MILE SOUTH OF BOONEVILLE ON THE WEST LAWN OF
 EG0807'MR. WYATT WEATHFORD IN THE NORTHWEST 1/4 OF SECTION 16, T 5S, R 7E.
 EG0807'IT IS 71.70 FEET SOUTH OF THE STATION, 66 FEET SOUTH OF A POWER POLE
 EG0807'WITH A TRANSFORMER, 64 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 EG0807'BRICK HOUSE, 42 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 EG0807'HOUSE, 51 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1 FOOT NORTH OF A
 EG0807'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND
 EG0807'PROJECTS 3 INCHES. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 EG0807'U.S. HIGHWAY 45 IN BOONEVILLE GO SOUTH ON U.S. HIGHWAY 45 FOR 0.65
 EG0807'MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON DOWING DRIVE FOR
 EG0807'0.1 MILE TO A FORK. TAKE THE RIGHT FORK AND GO NORTHEAST ON OAKMERE
 EG0807'CIRCLE FOR 150 FEET TO A FORK. TAKE THE RIGHT FORK AND GO EAST ON
 EG0807'OAKMERE CIRCLE FOR 150 FEET TO THE END OF THE STREET AND THE MARK ON
 EG0807'THE RIGHT.
 EG0807
 EG0807                          STATION RECOVERY (1983)
 EG0807
 EG0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0807'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0806 ***********************************************************************
 EG0806  DESIGNATION -  BOONEVILLE 2 RM 4
 EG0806  PID         -  EG0806
 EG0806  STATE/COUNTY-  MS/PRENTISS
 EG0806  USGS QUAD   -  BOONEVILLE (1973)
 EG0806
 EG0806                         *CURRENT SURVEY CONTROL
 EG0806  ___________________________________________________________________
 EG0806* NAD 83(1986)-  34 39 01.     (N)    088 34 03.     (W)     SCALED    
 EG0806* NAVD 88     -       161.53   (meters)     530.0    (feet)  RESET     
 EG0806  ___________________________________________________________________
 EG0806  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0806  VERT ORDER  -  THIRD
 EG0806
 EG0806.The horizontal coordinates were scaled from a topographic map and have
 EG0806.an estimated accuracy of +/- 6 seconds.
 EG0806
 EG0806.The orthometric height was computed from unverified reset data.
 EG0806
 EG0806.The geoid height was determined by GEOID03.
 EG0806
 EG0806;                    North         East    Units  Estimated Accuracy
 EG0806;SPC MS E     -   571,110.      324,370.      MT  (+/- 180 meters Scaled)
 EG0806
 EG0806                          SUPERSEDED SURVEY CONTROL
 EG0806
 EG0806.No superseded survey control is available for this station.
 EG0806
 EG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD563353(NAD 83)
 EG0806_MARKER: DR = REFERENCE MARK DISK
 EG0806_SETTING: 0 = UNSPECIFIED SETTING
 EG0806_STAMPING: BOONEVILLE 2 NO 4 1966
 EG0806_MARK LOGO: CGS   
 EG0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0806
 EG0806  HISTORY     - Date     Condition        Report By
 EG0806  HISTORY     - 1966     MONUMENTED       CGS
 EG0806  HISTORY     - 1971     GOOD             NGS
 EG0806  HISTORY     - 19730301 GOOD             USGS
 EG0806  HISTORY     - 1979     GOOD             MSHD
 EG0806  HISTORY     - 1983     GOOD             NGS
 EG0806
 EG0806                          STATION DESCRIPTION
 EG0806
 EG0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0806'0.3 MI S FROM BOONEVILLE.
 EG0806'LOCATED 0.3 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION
 EG0806'WITH STATE HIGHWAY 30 (COLLEGE STREET) THENCE RIGHT DOWNHILL FOR ABOUT
 EG0806'150 FEET THENCE RIGHT, UPHILL ABOUT 150 FEET THENCE RIGHT UPHILL FOR
 EG0806'ABOUT 100 FEET TO THE MARK ON THE LEFT.  IT IS 14 FEET NORTH OF THE
 EG0806'CENTER OF THE DRIVEWAY, 35.5 FEET WEST OF A POWER POLE, 79.5 FEET WEST
 EG0806'OF THE NORTH WEST CORNER OF MR. WYATTS HOUSE, 4.5 FEET NORTH OF THE
 EG0806'PROJECTED PLANE OF THE NORTH WALL OF THE WYATTS HOUSE AND 1 FOOT WEST
 EG0806'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, SET FLUSH WITH
 EG0806'THE GROUND.
 EG0806
 EG0806                          STATION RECOVERY (1973)
 EG0806
 EG0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLP)
 EG0806'RECOVERED IN GOOD CONDITION.
 EG0806
 EG0806                          STATION RECOVERY (1979)
 EG0806
 EG0806'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0806'THE MARK IS LOCATED 0.3 MILE SOUTH OF BOONEVILLE ON THE PROPERTY OF
 EG0806'MR. DONALD JOHNSON IN THE NORTHWEST 1/4 OF SECTION 16, T 5S, R 7E. IT
 EG0806'IS 36.28 FEET WEST OF THE STATION, 79.5 FEET WEST OF THE NORTHWEST
 EG0806'CORNER OF A BRICK HOUSE, 36 FEET WEST OF A POWER POLE, 36 FEET NORTH
 EG0806'OF A 12 INCH OAK, 24 FEET SOUTHEAST OF A 9 INCH OAK, 15 FEET NORTH OF
 EG0806'THE CENTER OF OAKMERE DRIVE, 1 FOOT WEST OF A METAL WITNESS POST SET
 EG0806'IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF
 EG0806'THE DRIVE AND PROJECTS 3 INCHES. TO REACH FROM THE JUNCTION OF STATE
 EG0806'HIGHWAY 4 AND U.S. HIGHWAY 45 IN BOONEVILLE GO SOUTH ON U.S. HIGHWAY
 EG0806'45 FOR 0.65 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON
 EG0806'DOWING FOR 0.1 MILE TO A FORK. TAKE THE RIGHT FORK AND GO NORTHEAST
 EG0806'ON OAKMERE CIRCLE FOR 150 FEET TO A FORK. TAKE THE RIGHT FORK AND GO
 EG0806'EAST ON OAKMERE CIRCLE FOR ABOUT 125 FEET TO THE MARK ON THE LEFT.
 EG0806
 EG0806                          STATION RECOVERY (1983)
 EG0806
 EG0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0806'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0802 ***********************************************************************
 EG0802  DESIGNATION -  BOONEVILLE AZ MK
 EG0802  PID         -  EG0802
 EG0802  STATE/COUNTY-  MS/PRENTISS
 EG0802  USGS QUAD   -  BOONEVILLE (1973)
 EG0802
 EG0802                         *CURRENT SURVEY CONTROL
 EG0802  ___________________________________________________________________
 EG0802* NAD 83(1986)-  34 38 38.     (N)    088 34 20.     (W)     SCALED    
 EG0802* NAVD 88     -       142.658  (meters)     468.04   (feet)  ADJUSTED  
 EG0802  ___________________________________________________________________
 EG0802  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0802  DYNAMIC HT  -         142.519 (meters)     467.58  (feet)  COMP
 EG0802  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EG0802
 EG0802  VERT ORDER  -  FIRST     CLASS II
 EG0802
 EG0802.The horizontal coordinates were scaled from a topographic map and have
 EG0802.an estimated accuracy of +/- 6 seconds.
 EG0802
 EG0802.The orthometric height was determined by differential leveling
 EG0802.and adjusted in June 1991.
 EG0802
 EG0802.The geoid height was determined by GEOID03.
 EG0802
 EG0802.The dynamic height is computed by dividing the NAVD 88
 EG0802.geopotential number by the normal gravity value computed on the
 EG0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0802.degrees latitude (g = 980.6199 gals.).
 EG0802
 EG0802.The modeled gravity was interpolated from observed gravity values.
 EG0802
 EG0802;                    North         East    Units  Estimated Accuracy
 EG0802;SPC MS E     -   570,400.      323,940.      MT  (+/- 180 meters Scaled)
 EG0802
 EG0802                          SUPERSEDED SURVEY CONTROL
 EG0802
 EG0802  NGVD 29 (??/??/92)  142.604  (m)          467.86   (f) ADJ UNCH    1 2
 EG0802
 EG0802.Superseded values are not recommended for survey control.
 EG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0802.See file dsdata.txt to determine how the superseded data were derived.
 EG0802
 EG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD559346(NAD 83)
 EG0802_MARKER: DZ = AZIMUTH MARK DISK
 EG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0802_STAMPING: BOONEVILLE AZ 1950
 EG0802_MARK LOGO: CGS   
 EG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0802+STABILITY: SURFACE MOTION
 EG0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0802+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EG0802
 EG0802  HISTORY     - Date     Condition        Report By
 EG0802  HISTORY     - 1950     MONUMENTED       CGS
 EG0802  HISTORY     - 1965     GOOD             MSHD
 EG0802  HISTORY     - 19730301 GOOD             USGS
 EG0802  HISTORY     - 1979     GOOD             MSHD
 EG0802  HISTORY     - 1983     GOOD             NGS
 EG0802  HISTORY     - 20040816 GOOD             USACE
 EG0802
 EG0802                          STATION DESCRIPTION
 EG0802
 EG0802'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0802'0.8 MI S FROM BOONEVILLE.
 EG0802'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE
 EG0802'HIGHWAY 30 IN BOONEVILLE GO SOUTH ON HIGHWAY 45 FOR 0.8 MILE TO THE
 EG0802'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 EG0802'ROUND, CONCRETE POST.  IT IS 0.55 MILE SOUTHWEST OF A TRIANGULATION
 EG0802'STATION (BOONEVILLE), 47 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EG0802'HIGHWAY, 3 FEET NORTHWEST OF A FENCE LINE, 1 FOOT EAST OF A METAL
 EG0802'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.
 EG0802
 EG0802                          STATION RECOVERY (1973)
 EG0802
 EG0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLP)
 EG0802'RECOVERED IN GOOD CONDITION.
 EG0802
 EG0802                          STATION RECOVERY (1979)
 EG0802
 EG0802'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0802'THE MARK IS LOCATED 0.9 MILE SOUTHWEST OF BOONEVILLE ON THE SOUTHEAST
 EG0802'RIGHT OF WAY OF U.S. HIGHWAY 45 ABOUT 60 YARDS NORTHWEST OF A POND,
 EG0802'ABOUT 100 YARDS NORTHEAST OF THE E. E. SALTS AND SON FUNERAL HOME IN
 EG0802'THE SOUTHWEST 1/4 OF SECTION 16, T 5S, R 7E. IT IS 47.5 FEET
 EG0802'SOUTHEAST OF THE CENTER OF HIGHWAY 45, 28.5 FEET NORTHWEST OF A 24
 EG0802'INCH OAK, 19.5 FEET NORTHEAST OF A TELEPHONE CABLE POLE, 10 FEET WEST
 EG0802'OF AN 18 INCH OAK, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN
 EG0802'THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 EG0802'HIGHWAY AND PROJECTS 4 INCHES. TO REACH FROM THE JUNCTION OF STATE
 EG0802'HIGHWAY 4 AND U.S. HIGHWAY 45 IN BOONEVILLE GO SOUTH ON U.S. HIGHWAY
 EG0802'45 FOR 1.1 MILES TO THE MARK ON THE LEFT.
 EG0802
 EG0802                          STATION RECOVERY (1983)
 EG0802
 EG0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0802'RECOVERED IN GOOD CONDITION.
 EG0802
 EG0802                          STATION RECOVERY (2004)
 EG0802
 EG0802'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1618 ***********************************************************************
 EG1618  DESIGNATION -  BOONEVILLE FED COMPRESS TANK
 EG1618  PID         -  EG1618
 EG1618  STATE/COUNTY-  MS/PRENTISS
 EG1618  USGS QUAD   -  BOONEVILLE (1973)
 EG1618
 EG1618                         *CURRENT SURVEY CONTROL
 EG1618  ___________________________________________________________________
 EG1618* NAD 83(1993)-  34 39 38.57981(N)    088 33 36.62309(W)     ADJUSTED  
 EG1618* NAVD 88     -              **(meters)            **(feet)            
 EG1618  ___________________________________________________________________
 EG1618  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EG1618  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1618  HORZ ORDER  -  THIRD
 EG1618
 EG1618.The horizontal coordinates were established by classical geodetic methods
 EG1618.and adjusted by the National Geodetic Survey in May 1994.
 EG1618
 EG1618
 EG1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1618
 EG1618.The geoid height was determined by GEOID03.
 EG1618
 EG1618;                    North         East     Units Scale Factor Converg.
 EG1618;SPC MS E     -   572,269.714   325,037.572   MT  0.99995772   +0 09 19.3
 EG1618;SPC MS E     - 1,877,521.55  1,066,394.10   sFT  0.99995772   +0 09 19.3
 EG1618;UTM  16      - 3,836,525.995   357,040.185   MT  0.99985190   -0 53 14.8
 EG1618
 EG1618                          SUPERSEDED SURVEY CONTROL
 EG1618
 EG1618  NAD 83(1993)-  34 39 38.58590(N)    088 33 36.62612(W) AD(       ) 4
 EG1618  NAD 83(1986)-  34 39 38.59003(N)    088 33 36.62431(W) AD(       ) 4
 EG1618  NAD 27      -  34 39 38.24300(N)    088 33 36.43700(W) AD(       ) 3
 EG1618
 EG1618.Superseded values are not recommended for survey control.
 EG1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1618.See file dsdata.txt to determine how the superseded data were derived.
 EG1618
 EG1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5704036526(NAD 83)
 EG1618_MARKER: 53 = ELEVATED TANK
 EG1618_SETTING: 0 = UNSPECIFIED SETTING
 EG1618
 EG1618  HISTORY     - Date     Condition        Report By
 EG1618  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1618  HISTORY     - 1962     GOOD             MSHD
 EG1618  HISTORY     - 1979     GOOD             MSHD
 EG1618
 EG1618                          STATION DESCRIPTION
 EG1618
 EG1618'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1618'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 EG1618'
 EG1618'THE STATION IS REACHED FROM THE PRENTISS COUNTY COURTHOUSE IN
 EG1618'BOONEVILLE BY
 EG1618'GOING NORTH ON FRONT AND MONROE STREETS FOR 4 BLOCKS OR
 EG1618'0.4 MILE TO THE TANK ON THE
 EG1618'RIGHT.  THE TANK IS 4-LEGGED STEEL
 EG1618'STRUCTURE APPROXIMATELY 125 FEET HIGH PAINTED
 EG1618'SILVER WITH FEDERAL
 EG1618'COMPRESS CO PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES.
 EG1618
 EG1618                          STATION RECOVERY (1979)
 EG1618
 EG1618'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1618'THE STATION SITE WAS VISITED 5-31-79 AND THE TANK WAS FOUND TO BE
 EG1618'STANDING AND IN GOOD CONDITION.  THE 1962 LOCAL INFORMATION
 EG1618'CHECKED.  TO REACH FROM THE COURTHOUSE IN BOONEVILLE GO NORTH ON
 EG1618'NORTH COLLEGE STREET FOR 0.4 MILE TO THE TANK ON THE RIGHT.
 EG1618'
 EG1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE NORTH OF
 EG1618'BOONEVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1620 ***********************************************************************
 EG1620  DESIGNATION -  BOONEVILLE MUNICIPAL TANK
 EG1620  PID         -  EG1620
 EG1620  STATE/COUNTY-  MS/PRENTISS
 EG1620  USGS QUAD   -  BOONEVILLE (1973)
 EG1620
 EG1620                         *CURRENT SURVEY CONTROL
 EG1620  ___________________________________________________________________
 EG1620* NAD 83(1993)-  34 39 22.99146(N)    088 33 45.31733(W)     ADJUSTED  
 EG1620* NAVD 88     -              **(meters)            **(feet)            
 EG1620  ___________________________________________________________________
 EG1620  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EG1620  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1620  HORZ ORDER  -  THIRD
 EG1620
 EG1620.The horizontal coordinates were established by classical geodetic methods
 EG1620.and adjusted by the National Geodetic Survey in May 1994.
 EG1620
 EG1620
 EG1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1620
 EG1620.The geoid height was determined by GEOID03.
 EG1620
 EG1620;                    North         East     Units Scale Factor Converg.
 EG1620;SPC MS E     -   571,788.782   324,817.500   MT  0.99995759   +0 09 14.3
 EG1620;SPC MS E     - 1,875,943.70  1,065,672.08   sFT  0.99995759   +0 09 14.3
 EG1620;UTM  16      - 3,836,049.198   356,811.422   MT  0.99985271   -0 53 19.4
 EG1620
 EG1620                          SUPERSEDED SURVEY CONTROL
 EG1620
 EG1620  NAD 83(1993)-  34 39 22.99707(N)    088 33 45.32060(W) AD(       ) 4
 EG1620  NAD 83(1986)-  34 39 23.00137(N)    088 33 45.31861(W) AD(       ) 4
 EG1620  NAD 27      -  34 39 22.65500(N)    088 33 45.13200(W) AD(       ) 3
 EG1620
 EG1620.Superseded values are not recommended for survey control.
 EG1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1620.See file dsdata.txt to determine how the superseded data were derived.
 EG1620
 EG1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5681136049(NAD 83)
 EG1620_MARKER: 53 = ELEVATED TANK
 EG1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1620+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2007
 EG1620
 EG1620  HISTORY     - Date     Condition        Report By
 EG1620  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1620  HISTORY     - 1962     GOOD             MSHD
 EG1620  HISTORY     - 1970     GOOD             NGS
 EG1620  HISTORY     - 1979     GOOD             MSHD
 EG1620  HISTORY     - 20071127 GOOD             MSSU
 EG1620
 EG1620                          STATION DESCRIPTION
 EG1620
 EG1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1620'THE STATION IS LOCATED AT THE COURTHOUSE SQUARE IN BOONEVILLE, ABOUT
 EG1620'50 FEET NORTH OF THE
 EG1620'NORTH SIDE OF THE PRENTISS COUNTY COURTHOUSE.
 EG1620'
 EG1620'IT IS CONSTRUCTED OF STEEL, IS ABOUT 125 FEET HIGH, AND THE TANK
 EG1620'PROPER IS PAINTED
 EG1620'SILVER.  IT IS SUPPORTED BY FOUR STEEL TRUSS-WORK LEGS THAT
 EG1620'ARE PAINTED BLACK.
 EG1620'BOONVILLE IS PAINTED ON THE NORTH AND SOUTH SIDES
 EG1620'IN BLACK LETTERS.
 EG1620'
 EG1620'THE POINT OBSERVED WAS THE TOP-CENTER OF THE APEX.
 EG1620
 EG1620                          STATION RECOVERY (1962)
 EG1620
 EG1620'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1620'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 EG1620'
 EG1620'THE 1950 DESCRIPTION IS ADEQUATE.  THE TANK IS NOW PAINTED LIGHT
 EG1620'GREEN.
 EG1620
 EG1620                          STATION RECOVERY (1970)
 EG1620
 EG1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1620'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1950 EXCEPT
 EG1620'IT IS NOW PAINTED LIGHT GREEN IN COLOR.
 EG1620
 EG1620                          STATION RECOVERY (1979)
 EG1620
 EG1620'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1620'THE STATION SITE WAS VISITED 5-31-79 AND THE TANK WAS FOUND TO BE
 EG1620'STANDING AND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION AND
 EG1620'RECOVERY CHECKED.
 EG1620'
 EG1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOONEVILLE.
 EG1620
 EG1620                          STATION RECOVERY (2007)
 EG1620
 EG1620'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (CNH)
 EG1620'THE STATION SITE WAS SITED ON 11-25-07 AND THE TANK WAS FOUND TO BE
 EG1620'STANDING AND IN GOOD CONDITION.  THE TANK HAS BEEN PAINTED A SILVERY
 EG1620'COLOR AND NOT LIGHT GREEN ANY MORE LIKE THE PREVIOUS RECOVERY NOTE IN
 EG1620'1979.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2016 ***********************************************************************
 DJ2016  DESIGNATION -  BOOTH
 DJ2016  PID         -  DJ2016
 DJ2016  STATE/COUNTY-  MS/CARROLL
 DJ2016  USGS QUAD   -  BAILEY LAKE (1982)
 DJ2016
 DJ2016                         *CURRENT SURVEY CONTROL
 DJ2016  ___________________________________________________________________
 DJ2016* NAD 83(1993)-  33 26 08.77124(N)    089 51 06.91751(W)     ADJUSTED  
 DJ2016* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DJ2016  ___________________________________________________________________
 DJ2016  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DJ2016  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DJ2016  HORZ ORDER  -  SECOND
 DJ2016
 DJ2016.The horizontal coordinates were established by classical geodetic methods
 DJ2016.and adjusted by the National Geodetic Survey in May 1994.
 DJ2016
 DJ2016.The orthometric height was scaled from a topographic map.
 DJ2016
 DJ2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2016
 DJ2016.The geoid height was determined by GEOID03.
 DJ2016
 DJ2016;                    North         East     Units Scale Factor Converg.
 DJ2016;SPC MS W     -   436,471.077   744,764.989   MT  0.99997470   +0 15 54.9
 DJ2016;SPC MS W     - 1,431,988.86  2,443,449.80   sFT  0.99997470   +0 15 54.9
 DJ2016;UTM  16      - 3,703,235.850   234,859.390   MT  1.00046680   -1 34 20.4
 DJ2016
 DJ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2016!SPC MS W     -   0.99997908  x   0.99997470  =   0.99995378
 DJ2016!UTM  16      -   0.99997908  x   1.00046680  =   1.00044587
 DJ2016
 DJ2016|---------------------------------------------------------------------|
 DJ2016| PID    Reference Object                     Distance      Geod. Az  |
 DJ2016|                                                           dddmmss.s |
 DJ2016| CF9902 BOOTH RM 1                           19.064 METERS 07703     |
 DJ2016| DJ1981 VAIDEN MUNICIPAL TANK               APPROX.15.4 KM 1392904.9 |
 DJ2016| CF9901 BOOTH AZ MK                                        1525719.2 |
 DJ2016| CF9903 BOOTH RM 2                           23.250 METERS 21539     |
 DJ2016| DJ2015 BOOTH 2                              28.695 METERS 24826     |
 DJ2016|---------------------------------------------------------------------|
 DJ2016
 DJ2016                          SUPERSEDED SURVEY CONTROL
 DJ2016
 DJ2016  NAD 83(1986)-  33 26 08.78276(N)    089 51 06.91431(W) AD(       ) 2
 DJ2016  NAD 27      -  33 26 08.33560(N)    089 51 06.61860(W) AD(       ) 2
 DJ2016
 DJ2016.Superseded values are not recommended for survey control.
 DJ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2016.See file dsdata.txt to determine how the superseded data were derived.
 DJ2016
 DJ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3485903236(NAD 83)
 DJ2016_MARKER: DS = TRIANGULATION STATION DISK
 DJ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2016+STABILITY: SURFACE MOTION
 DJ2016
 DJ2016  HISTORY     - Date     Condition        Report By
 DJ2016  HISTORY     - 1959     MONUMENTED       CGS
 DJ2016  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DJ2016
 DJ2016                          STATION DESCRIPTION
 DJ2016
 DJ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2016'STATION IS ABOUT 9-1/2 MILES NORTHWEST OF VAIDEN, 8 MILES
 DJ2016'SOUTHWEST OF WINONA AND 6-1/2 MILES SOUTHEAST OF CARROLLTON, ON
 DJ2016'A HIGH WOODEN KNOLL LOCALLY KNOWN AS BOOTH HILL, ON PROPERTY OWNED
 DJ2016'BY MR. J.L. FISHER OF VAIDEN.  IN ABOUT THE CENTER OF THE
 DJ2016'SOUTHWEST 1/4 OF SECTION 11, T 18 N, R 4 E.
 DJ2016'
 DJ2016'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY
 DJ2016'17 JUST SOUTH OF CARROLLTON, GO EAST ON U.S. HIGHWAY 82 FOR
 DJ2016'0.95 MILE TO JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 35,
 DJ2016'TURN RIGHT, SOUTHEAST ON STATE HIGHWAY 35 FOR 0.65 MILE TO A
 DJ2016'FORK, TAKE LEFT FORK, SOUTHEAST ON HIGHWAY 35 FOR 1.1 MILES TO
 DJ2016'A REVERSE FORK ON THE LEFT, CONTINUE SOUTHEASTERLY ON HIGHWAY 35
 DJ2016'FOR 4.05 MILES TO A SIDE ROAD RIGHT LEADING SOUTHWEST AND
 DJ2016'STATION IN THE SOUTH ANGLE OF INTERSECTION, CONTINUE SOUTHEAST
 DJ2016'ON STATE HIGHWAY 35 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 DJ2016'RIGHT.
 DJ2016'
 DJ2016'STATION MARKS ARE STANDARD DISKS, STAMPED BOOTH 1959.  THE SURFACE
 DJ2016'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 DJ2016'PROJECTING 8 INCHES.  IT IS 131 FEET SOUTH OF THE INTERSECTION
 DJ2016'CENTER OF THE CENTERLINES OF STATE HIGHWAY 35 AND A SIDE ROAD
 DJ2016'LEADING SOUTHWEST, 82 FEET SOUTHWEST OF A 36 INCH OAK TREE WITH
 DJ2016'A TRIANGLE BLAZE ON THE NORTH SIDE, 77 FEET SOUTHEAST OF THE
 DJ2016'CENTER OF THE SIDE ROAD LEADING SOUTHWEST, 20 FEET
 DJ2016'SOUTH-SOUTHWEST AND 3 FEET LOWER THAN THE HIGHEST PART OF THE
 DJ2016'HILL AND 1.6 FEET SOUTH OF A METAL, WITNESS SIGNPOST.  THE
 DJ2016'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 DJ2016'INCHES BELOW THE GROUND SURFACE.
 DJ2016'
 DJ2016'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOOTH NO 1 1959, SET
 DJ2016'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5
 DJ2016'INCHES.  IT IS 114 FEET SOUTHEAST OF THE INTERSECTION OF THE
 DJ2016'CENTERLINES OF HIGHWAY 35 AND THE SIDE ROAD LEADING SOUTHWEST,
 DJ2016'105 FEET SOUTH OF THE CENTER OF HIGHWAY 35, 98 FEET
 DJ2016'EAST-SOUTHEAST OF THE CENTER OF THE SIDE ROAD LEADING SOUTHWEST
 DJ2016'AND 37 FEET SOUTH OF THE OAK TREE AND ABOUT 5 FEET LOWER THAN THE
 DJ2016'HIGHEST PART OF HILL.
 DJ2016'
 DJ2016'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOOTH NO 2 1959, SET
 DJ2016'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 DJ2016'IT IS 192 FEET SOUTH-SOUTHEAST OF THE INTERSECTION CENTERLINES OF
 DJ2016'STATE HIGHWAY 35 AND THE SIDE ROAD LEADING SOUTHWEST, 163 FEET
 DJ2016'SOUTH-SOUTHWEST OF THE OAK TREE AND 106 FEET SOUTHEAST OF THE
 DJ2016'CENTER OF THE SIDE ROAD LEADING SOUTHWEST AND ABOUT 8 FEET LOWER
 DJ2016'THAN THE HIGHEST PART OF HILL.
 DJ2016'
 DJ2016'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOOTH 1959, SET IN THE
 DJ2016'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 DJ2016'IS 239 FEET SOUTHEAST OF THE CENTER OF THE CENTERLINE OF A
 DJ2016'SIDE ROAD LEADING SOUTH, 52 FEET SOUTH-SOUTHWEST OF STATE HIGHWAY
 DJ2016'35, 7 FEET EAST OF AN 8 INCH PINE TREE WITH A TRIANGLE BLAZE ON
 DJ2016'THE NORTH SIDE AND 1.7 FEET SOUTH-SOUTHWEST OF A METAL, WITNESS
 DJ2016'SIGNPOST.
 DJ2016'
 DJ2016'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ2016
 DJ2016                          STATION RECOVERY (1962)
 DJ2016
 DJ2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 DJ2016'THE STATION WAS VISITED 10-23-62 AND ALL MARKS WERE FOUND IN
 DJ2016'GOOD CONDITION.  THE STATION AND REFERENCE MARK NO. 1 AND NO. 2
 DJ2016'WERE REQUESTED MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  THE
 DJ2016'STATION WAS MOVED 28.706 METERS WEST-SOUTHWEST OF THE STATION
 DJ2016'BY ESTABLISHING STATION BOOTH 2 1962 AND REFERENCE MARK NO. 3
 DJ2016'AND NO. 4.  DUE TO THE ROUGH TERAIN AND HEAVY TIMBER THE AZIMUTH
 DJ2016'MARK COULD NOT BE SEEN FROM THE NEW STATION.  VAIDEN MUNICIPAL
 DJ2016'WATER TANK WAS OBSERVED FROM THE NEW STATION.  THE DISKS FOR
 DJ2016'THE STATION SURFACE MARK, AZIMUTH MARK AND REFERENCE MARKS NO.
 DJ2016'1 AND NO. 2 WERE RECLAIMED AT THIS DATE.  THE DISK FOR THE
 DJ2016'STATION UNDERGROUND MARK WILL BE DESTROYED DURING
 DJ2016'CONSTRUCTION OF THE NEW ROAD.
 DJ2016'
 DJ2016'SEE BOOTH 2 1962.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2015 ***********************************************************************
 DJ2015  DESIGNATION -  BOOTH 2
 DJ2015  PID         -  DJ2015
 DJ2015  STATE/COUNTY-  MS/CARROLL
 DJ2015  USGS QUAD   -  BAILEY LAKE (1982)
 DJ2015
 DJ2015                         *CURRENT SURVEY CONTROL
 DJ2015  ___________________________________________________________________
 DJ2015* NAD 83(1993)-  33 26 08.42877(N)    089 51 07.95057(W)     ADJUSTED  
 DJ2015* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DJ2015  ___________________________________________________________________
 DJ2015  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DJ2015  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DJ2015  HORZ ORDER  -  SECOND
 DJ2015
 DJ2015.The horizontal coordinates were established by classical geodetic methods
 DJ2015.and adjusted by the National Geodetic Survey in May 1994.
 DJ2015
 DJ2015.The orthometric height was scaled from a topographic map.
 DJ2015
 DJ2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2015
 DJ2015.The geoid height was determined by GEOID03.
 DJ2015
 DJ2015;                    North         East     Units Scale Factor Converg.
 DJ2015;SPC MS W     -   436,460.403   744,738.354   MT  0.99997467   +0 15 54.4
 DJ2015;SPC MS W     - 1,431,953.84  2,443,362.42   sFT  0.99997467   +0 15 54.4
 DJ2015;UTM  16      - 3,703,226.031   234,832.414   MT  1.00046698   -1 34 20.9
 DJ2015
 DJ2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2015!SPC MS W     -   0.99997908  x   0.99997467  =   0.99995375
 DJ2015!UTM  16      -   0.99997908  x   1.00046698  =   1.00044605
 DJ2015
 DJ2015|---------------------------------------------------------------------|
 DJ2015| PID    Reference Object                     Distance      Geod. Az  |
 DJ2015|                                                           dddmmss.s |
 DJ2015| DJ2016 BOOTH                                28.695 METERS 06826     |
 DJ2015| DJ1981 VAIDEN MUNICIPAL TANK               APPROX.15.4 KM 1392300.2 |
 DJ2015| CF9904 BOOTH 2 RM 3                         16.123 METERS 14012     |
 DJ2015| CF9905 BOOTH 2 RM 4                         15.020 METERS 24958     |
 DJ2015|---------------------------------------------------------------------|
 DJ2015
 DJ2015                          SUPERSEDED SURVEY CONTROL
 DJ2015
 DJ2015  NAD 83(1986)-  33 26 08.44028(N)    089 51 07.94737(W) AD(       ) 2
 DJ2015  NAD 27      -  33 26 07.99310(N)    089 51 07.65170(W) AD(       ) 2
 DJ2015
 DJ2015.Superseded values are not recommended for survey control.
 DJ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2015.See file dsdata.txt to determine how the superseded data were derived.
 DJ2015
 DJ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3483203226(NAD 83)
 DJ2015_MARKER: DS = TRIANGULATION STATION DISK
 DJ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2015+STABILITY: SURFACE MOTION
 DJ2015
 DJ2015  HISTORY     - Date     Condition        Report By
 DJ2015  HISTORY     - 1962     MONUMENTED       CGS
 DJ2015  HISTORY     - 1968     GOOD             MSHD
 DJ2015  HISTORY     - 19811001 GOOD             MSSU
 DJ2015
 DJ2015                          STATION DESCRIPTION
 DJ2015
 DJ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (AKH)
 DJ2015'THE STATION IS LOCATED 9.5 MILES NORTHWEST OF VAIDEN, ABOUT 8
 DJ2015'MILES SOUTHWEST OF WINONA AND ABOUT 6.5 MILES SOUTHEAST OF
 DJ2015'CARROLLTON, ON A HIGH WOODEN HILL, KNOWN LOCALLY AS BOOTH HILL
 DJ2015'AND IN ABOUT THE CENTER OF SECTION 11, T 18N, R 4E, IN THE
 DJ2015'SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 35 AND AN
 DJ2015'ABANDONED ROAD LEADING SOUTHWEST WHICH IS JUST NORTH OF A SIDE
 DJ2015'ROAD LEADING SOUTHWEST.  IT IS 144 FEET SOUTHWEST OF THE
 DJ2015'CENTERLINE OF STATE HIGHWAY 35 AT STATION 863-53, 59 FEET
 DJ2015'SOUTHEAST OF THE CENTER OF THE ABANDONED ROAD LEADING
 DJ2015'SOUTHWEST, 14.5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY OF
 DJ2015'THE ROAD, 18 FEET NORTHWEST OF A 6 INCH POST OAK TREE, 1.5 FEET
 DJ2015'WEST OF A METAL WITNESS POST AND ABOUT 12 FEET HIGHER THAN
 DJ2015'THE LEVEL OF THE ABANDONED ROAD.  IT IS A STANDARD DISK,
 DJ2015'STAMPED BOOTH 2 1962, PROJECTING 4 INCHES.
 DJ2015'
 DJ2015'REFERENCE MARK NO. 3 IS 52.93 FEET SOUTHEAST OF THE STATION, 139
 DJ2015'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 35, AT STATION
 DJ2015'863-03, 111 FEET SOUTHEAST OF THE CENTER OF THE ABANDONED ROAD
 DJ2015'LEADING SOUTHWEST, 24 FEET NORTHWEST OF A 10-INCH WHITE OAK
 DJ2015'TREE, 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DJ2015'DISK, STAMPED BOOTH 2 NO 3 1962, PROJECTING 4 INCHES.
 DJ2015'
 DJ2015'REFERENCE MARK NO. 4 IS 49.28 FEET SOUTHWEST OF THE STATION, 193
 DJ2015'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 35, 35 FEET
 DJ2015'SOUTHEAST OF THE CENTER OF THE ROAD LEADING SOUTHWEST, 33 FEET
 DJ2015'EAST OF A POST OAK TREE, 2 FEET SOUTHWEST OF A METAL WITNESS POST
 DJ2015'AND ABOUT 12 FEET ABOVE THE LEVEL OF THE ABANDONED ROAD.  IT
 DJ2015'IS A STANDARD DISK, STAMPED BOOTH 2 NO 4 1962, PROJECTING 4
 DJ2015'INCHES.
 DJ2015'
 DJ2015'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 83.63 FEET.
 DJ2015'
 DJ2015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 DJ2015'U.S. HIGHWAY 82 ABOUT A MILE SOUTH OF CARROLLTON, GO EAST ON
 DJ2015'U.S. HIGHWAY 82 FOR 0.7 MILES TO THE JUNCTION WITH STATE HIGHWAY
 DJ2015'35, TURN RIGHT AND GO SOUTH FOR 5.8 MILES TO AN ABANDONED SIDE
 DJ2015'ROAD LEADING SOUTHWEST, JUST BEFORE REACHING A SIDE ROAD LEADING
 DJ2015'WEST.
 DJ2015
 DJ2015                          STATION RECOVERY (1968)
 DJ2015
 DJ2015'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2015'THE STATION WAS VISITED 5-18-68 AND THE STATION MARK, REFERENCE
 DJ2015'MARK, NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.
 DJ2015'
 DJ2015'THE STATION IS LOCATED 6.3 MILES SOUTHEAST OF THE APPROXIMATE
 DJ2015'CENTER OF CARROLLTON IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 DJ2015'A SIDE ROAD WITH MISSISSIPPI HIGHWAY 35, 8.0 MILES SOUTHWEST OF
 DJ2015'WINONA, 9.6 MILES NORTHWEST OF VAIDEN, IN THE SOUTHWEST 1/4 OF
 DJ2015'SECTION 11, T 18N, R 4E AND NEAR THE WEST RIGHT-OF-WAY OF
 DJ2015'MISSISSIPPI HIGHWAY 35.  IT IS 144 FEET SOUTHWEST OF THE CENTER
 DJ2015'OF HIGHWAY 35, 59 FEET SOUTHEAST OF THE CENTER OF AN ABANDONED
 DJ2015'ROAD, 171 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 31 FEET
 DJ2015'NORTHEAST OF A TRIANGULAR BLAZED 9 INCH PINE, 18 FEET NORTH OF A
 DJ2015'TRIANGULAR BLAZED 10 INCH OAK, 25 FEET NORTHWEST OF A TRIANGULAR
 DJ2015'BLAZED 10 INCH OAK AND 1.5 FEET WEST OF METAL WITNESS POST.
 DJ2015'
 DJ2015'IT IS A STANDARD TRIANGULATION DISK, STAMPED BOOTH 2 1962.
 DJ2015'
 DJ2015'REFERENCE MARK NO 3 IS 52.93 FEET SOUTHEAST OF THE STATION.  IT IS
 DJ2015'139 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 35, 69 FEET
 DJ2015'NORTHWEST OF A RIGHT-OF-WAY MARKER, 37 FEET SOUTHEAST OF A
 DJ2015'TRIANGULAR BLAZED 10 INCH OAK, 31 FEET SOUTH OF A TRIANGULAR
 DJ2015'BLAZED 10 INCH OAK AND 1.5 FEET NORTHWEST OF A METAL WITNESS
 DJ2015'POST.  IT IS A STANDARD DISK, STAMPED BOOTH 2 NO 3 1962
 DJ2015'PROJECTING 4 INCHES.
 DJ2015'
 DJ2015'REFERENCE MARK NO. 4 IS 49.28 FEET SOUTHWEST OF THE STATION.  IT
 DJ2015'IS 193 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 35, 35 FEET
 DJ2015'SOUTHEAST OF THE CENTER OF AN ABANDONED ROAD, 14 FEET SOUTHEAST
 DJ2015'OF THE EDGE OF THE BANK FOR THE ABANDONED ROAD, 21.5 FEET
 DJ2015'SOUTHWEST OF A TRIANGULAR BLAZED 9 INCH OAK, 19 FEET SOUTHWEST OF
 DJ2015'A TRIANGULAR BLAZED 9 INCH PINE, 33 FEET NORTHEAST OF A
 DJ2015'TRIANGULAR BLAZED 9 INCH OAK AND 1.5 FEET SOUTH OF A METAL
 DJ2015'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DJ2015'BOOTH 2 NO 4 1962 PROJECTING 4 INCHES.
 DJ2015'
 DJ2015'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 83.63 FEET.
 DJ2015'
 DJ2015'(NOTE) THE VAIDEN MUNICIPAL WATER TANK IS VISIBLE FROM THE
 DJ2015'STATION.
 DJ2015'
 DJ2015'TO REACH THE STATION FROM THE CARROLL COUNTY COURTHOUSE IN
 DJ2015'CARROLLTON GO SOUTH ON THE MAIN BLACKTOP STREET FOR 0.7 MILE TO
 DJ2015'THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 17.
 DJ2015'TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.6 MILE
 DJ2015'TO THE JUNCTION OF MISSISSIPPI HIGHWAY 35 AND THE RIGHT.  TURN
 DJ2015'RIGHT (SOUTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 35 FOR 5.8
 DJ2015'MILES TO A SIDE ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 DJ2015'
 DJ2015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.3 MILES
 DJ2015'SOUTHEAST OF CARROLLTON.
 DJ2015
 DJ2015                          STATION RECOVERY (1981)
 DJ2015
 DJ2015'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3169 ***********************************************************************
 CP3169  HT_MOD      -  This is a Height Modernization Survey Station.
 CP3169  CBN         -  This is a Cooperative Base Network Control Station.
 CP3169  DESIGNATION -  BOSSLER
 CP3169  PID         -  CP3169
 CP3169  STATE/COUNTY-  MS/MADISON
 CP3169  USGS QUAD   -  FLORA (1988)
 CP3169
 CP3169                         *CURRENT SURVEY CONTROL
 CP3169  ___________________________________________________________________
 CP3169* NAD 83(2007)-  32 30 51.93287(N)    090 20 50.47937(W)     ADJUSTED  
 CP3169* NAVD 88     -        66.56   (meters)     218.4    (feet)  GPS OBS   
 CP3169  ___________________________________________________________________
 CP3169  EPOCH DATE  -        2002.00
 CP3169  X           -     -32,638.125 (meters)                     COMP
 CP3169  Y           -  -5,383,546.697 (meters)                     COMP
 CP3169  Z           -   3,408,693.712 (meters)                     COMP
 CP3169  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CP3169  ELLIP HEIGHT-          39.866 (meters)          (02/15/08) ADJUSTED
 CP3169  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CP3169  HORZ ORDER  -  B
 CP3169  ELLP ORDER  -  FOURTH    CLASS II
 CP3169
 CP3169.The horizontal coordinates were established by GPS observations
 CP3169.and adjusted by the EMC INCORPORATED in February 2008.
 CP3169
 CP3169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3169.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3169.The horizontal coordinates are valid at the epoch date displayed above.
 CP3169.The epoch date for horizontal control is a decimal equivalence
 CP3169.of Year/Month/Day.
 CP3169
 CP3169.The orthometric height was determined by GPS observations and a
 CP3169.high-resolution geoid model.
 CP3169.The orthometric height was determined by GPS observations and a
 CP3169.high-resolution geoid model using precise GPS observation and
 CP3169.processing techniques.
 CP3169
 CP3169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3169
 CP3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3169
 CP3169.The ellipsoidal height was determined by GPS observations
 CP3169.and is referenced to NAD 83.
 CP3169
 CP3169.The geoid height was determined by GEOID03.
 CP3169
 CP3169;                    North         East     Units Scale Factor Converg.
 CP3169;SPC MS W     -   334,191.892   698,682.530   MT  0.99995002   -0 00 27.1
 CP3169;SPC MS W     - 1,096,427.90  2,292,260.93   sFT  0.99995002   -0 00 27.1
 CP3169;UTM  15      - 3,600,560.126   749,185.313   MT  1.00036576   +1 25 35.6
 CP3169
 CP3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3169!SPC MS W     -   0.99999374  x   0.99995002  =   0.99994376
 CP3169!UTM  15      -   0.99999374  x   1.00036576  =   1.00035950
 CP3169
 CP3169                          SUPERSEDED SURVEY CONTROL
 CP3169
 CP3169  NAD 83(2007)-  32 30 51.93184(N)    090 20 50.47948(W) AD(       ) 0
 CP3169  ELLIP H (02/10/07)   39.961  (m)                       GP(       )    
 CP3169  ELLIP H (04/15/02)   39.893  (m)                       GP(       ) 4 2
 CP3169  NAD 83(1993)-  32 30 51.93235(N)    090 20 50.47911(W) AD(       ) B
 CP3169  ELLIP H (02/15/02)   39.899  (m)                       GP(       ) 4 1
 CP3169  NAD 83(1993)-  32 30 51.93122(N)    090 20 50.47787(W) AD(       ) 1
 CP3169  ELLIP H (05/13/94)   40.024  (m)                       GP(       ) 4 1
 CP3169  NAD 83(1986)-  32 30 51.94597(N)    090 20 50.47714(W) AD(       ) 1
 CP3169  NGVD 29 (02/20/88)   66.5    (m)          218.     (f) GPS OBS     3  
 CP3169
 CP3169.Superseded values are not recommended for survey control.
 CP3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3169.See file dsdata.txt to determine how the superseded data were derived.
 CP3169
 CP3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4918500560(NAD 83)
 CP3169_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3169_SP_SET: CONCRETE POST
 CP3169_STAMPING: BOSSLER 1983
 CP3169_MARK LOGO: NONE  
 CP3169_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3169+STABILITY: SURFACE MOTION
 CP3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3169+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 CP3169
 CP3169  HISTORY     - Date     Condition        Report By
 CP3169  HISTORY     - 1983     MONUMENTED       NGS
 CP3169  HISTORY     - 1987     GOOD             NGS
 CP3169  HISTORY     - 19890418 GOOD             MSHD
 CP3169  HISTORY     - 20000202 GOOD             NGS
 CP3169  HISTORY     - 20040915 GOOD             INDIV
 CP3169  HISTORY     - 20061201 GOOD             EMCINC
 CP3169
 CP3169                          STATION DESCRIPTION
 CP3169
 CP3169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CP3169'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTHWEST OF JACKSON, 3
 CP3169'MI (4.8 KM) SOUTHWEST OF FLORA, IN THE NORTHEAST CORNER OF SECTION 25,
 CP3169'T 7N, R 1W, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 22.  TO REACH FROM
 CP3169'THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAY 22 IN THE WEST EDGE OF
 CP3169'FLORA, GO SOUTHWEST ON STATE HIGHWAY 22 FOR 2.2 MI (3.5 KM) TO THE
 CP3169'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHWEST ON HIGHWAY 22 FOR 0.4 MI
 CP3169'(0.6 KM) TO THE STATION ON THE RIGHT.
 CP3169'STATION MARK IS A STANDARD NGS DISK STAMPED--BOSSLER 1983--, SET IN
 CP3169'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 55.02 M
 CP3169'(180.51 FT) SOUTH OF THE SOUTH GATE POST AT ENTRANCE TO SMALL
 CP3169'AIR-STRIP, 39.62 M (129.99 FT) EAST NORTHEAST OF A POWER POLE WITH
 CP3169'TRANSFORMER, 13.26 M (43.50 FT) WEST OF THE CENTER OF HIGHWAY 22 AND
 CP3169'0.30 M (0.98 FT) EAST OF A METAL WITNESS POST AND SIGN.  REFERENCE
 CP3169'MARK NO1 IS A STANDARD NGS DISK, STAMPED BOSSLER NO 1 1983, SET IN TOP
 CP3169'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 41.15 M
 CP3169'(135.01 FT) NORTH OF A POWER POLE, 18.29 M (60.01 FT) EAST OF THE
 CP3169'CENTER OF HIGHWAY 22, 1.07 M (3.51 FT) WEST OF A FENCE AND 0.30 M
 CP3169'(0.98 FT) WEST OF A FIBERGLASS WITNESS POST.  REFERENCE MARK NO2 IS A
 CP3169'STANDARD NGS DISK, STAMPED BOSSLER NO 2 1983, SET IN TOP OF A ROUND
 CP3169'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 68.88 M (225.98 FT) SOUTH
 CP3169'OF THE SOUTH GATE POST AT ENTRANCE TO AIR-STRIP, 39.32 M (129.00 FT)
 CP3169'EAST OF A POWER POLE WITH TRANSFORMER, 12.07 M (39.60 FT) WEST OF THE
 CP3169'CENTER OF HIGHWAY 22 AND 0.40 M (1.31 FT) NORTH OF A FIBERGLASS
 CP3169'WITNESS POST.  AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED BOSSLER
 CP3169'1983, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CP3169'IS 44.19 M (144.98 FT) WEST AND ACROSS HIGHWAY FROM POWER POLE NO 355,
 CP3169'13.11 M (43.01 FT) WEST OF THE CENTER OF HIGHWAY 22, 1.52 M (4.99 FT)
 CP3169'SOUTHEAST OF A METAL UNDERGROUND CABLE JUNCTION BOX AND 0.30 M (0.98
 CP3169'FT) EAST OF A FIBERGLASS WITNESS POST.
 CP3169
 CP3169                          STATION RECOVERY (1987)
 CP3169
 CP3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CP3169'THE STATION WAS RECOVERED AT THIS DATE.
 CP3169'THE REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR OR USED.
 CP3169'THE FOLLOWING IS THE 1983 DESCRIPTION WHICH IS ADEQUATE TO REACH.
 CP3169'
 CP3169'THE STATION IS LOCATED ABOUT 32.2 KM (20 MI)
 CP3169'NORTHWEST OF JACKSON,
 CP3169'4.8 KM (3 MI) SOUTHWEST OF FLORA, IN THE NORTHEAST CORNER OF
 CP3169'SECTION 25, T7N, R1W AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 22.
 CP3169'OWNERSHIP--STATE OF MISSISSIPPI.
 CP3169'
 CP3169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 CP3169'HIGHWAY 22, AT THE WEST EDGE OF FLORA, GO SOUTHWEST FOR
 CP3169'3.5 KM (2.2 MI) ON STATE HIGHWAY 22 TO THE AZIMUTH MARK ON THE
 CP3169'RIGHT.
 CP3169'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CP3169'0.4 KM (0.6 MI) ON HIGHWAY 22 TO THE STATION ON THE RIGHT.
 CP3169'
 CP3169'THE STATION IS A STANDARD NGS DISK
 CP3169'STAMPED---BOSSLER 1983---,
 CP3169'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CP3169'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CP3169'55.02 METERS (180.5 FT) SOUTH FROM THE SOUTH GATE POST AT ENTRANCE
 CP3169'TO A SMALL AIR-STRIP,
 CP3169'39.62 METERS (130.0 FT) EAST-NORTHEAST FROM A POWER POLE WITH
 CP3169'TRANSFORMER,
 CP3169'13.26 METERS (43.5 FT) WEST FROM THE CENTER OF THE HIGHWAY, AND
 CP3169'0.30 METERS (1.0 FT) EAST FROM A METAL WITNESS POST.  AN
 CP3169'UNDERGROUND MARK WAS MENTIONED IN THE DESCRIPTION.
 CP3169'
 CP3169'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 CP3169
 CP3169                          STATION RECOVERY (1989)
 CP3169
 CP3169'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP3169'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN THE 1987 DESCRIPTION
 CP3169'WITH THE FOLLOWING EXCEPTIONS. THE STATION MARK IS 65.38 M (214.5 FT)
 CP3169'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, 60.05 M
 CP3169'(197.0 FT) SOUTH OF THE CENTER OF DRIVEWAY TO AIR FIELD AND 0.30 M
 CP3169'(1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 CP3169
 CP3169                          STATION RECOVERY (2000)
 CP3169
 CP3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3169'RECOVERED AS DESCRIBED.  THE STATION IS NOW 13.9 M (45.6 FT) NORTH OF
 CP3169'RM 2, 2.2 M (7.2 FT) WEST OF THE TOP OF THE CUT BANK, AND 0.3 M (1.0
 CP3169'FT) SOUTH OF A STEEL WITNESS POST.
 CP3169
 CP3169                          STATION RECOVERY (2004)
 CP3169
 CP3169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JCB)
 CP3169'RECOVERED AS DESCRIBED
 CP3169
 CP3169                          STATION RECOVERY (2006)
 CP3169
 CP3169'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 CP3169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0288 ***********************************************************************
 DJ0288  DESIGNATION -  BOTTERS
 DJ0288  PID         -  DJ0288
 DJ0288  STATE/COUNTY-  MS/LOWNDES
 DJ0288  USGS QUAD   -  HAMILTON (1987)
 DJ0288
 DJ0288                         *CURRENT SURVEY CONTROL
 DJ0288  ___________________________________________________________________
 DJ0288* NAD 83(1993)-  33 38 21.53284(N)    088 22 47.28259(W)     ADJUSTED  
 DJ0288* NAVD 88     -        85.660  (meters)     281.04   (feet)  ADJUSTED  
 DJ0288  ___________________________________________________________________
 DJ0288  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DJ0288  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DJ0288  DYNAMIC HT  -          85.571 (meters)     280.74  (feet)  COMP
 DJ0288  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 DJ0288
 DJ0288  HORZ ORDER  -  FIRST
 DJ0288  VERT ORDER  -  SECOND    CLASS 0
 DJ0288
 DJ0288.The horizontal coordinates were established by classical geodetic methods
 DJ0288.and adjusted by the National Geodetic Survey in May 1994.
 DJ0288
 DJ0288.The orthometric height was determined by differential leveling
 DJ0288.and adjusted in June 1991.
 DJ0288
 DJ0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0288
 DJ0288.The geoid height was determined by GEOID03.
 DJ0288
 DJ0288.The dynamic height is computed by dividing the NAVD 88
 DJ0288.geopotential number by the normal gravity value computed on the
 DJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0288.degrees latitude (g = 980.6199 gals.).
 DJ0288
 DJ0288.The modeled gravity was interpolated from observed gravity values.
 DJ0288
 DJ0288;                    North         East     Units Scale Factor Converg.
 DJ0288;SPC MS E     -   459,034.562   342,073.839   MT  0.99997182   +0 15 04.5
 DJ0288;SPC MS E     - 1,506,015.89  1,122,287.25   sFT  0.99997182   +0 15 04.5
 DJ0288;SPC AL W     -   403,861.389   518,382.071   MT  1.00001543   -0 29 14.7
 DJ0288;UTM  16      - 3,723,018.722   372,037.556   MT  0.99980187   -0 45 52.1
 DJ0288
 DJ0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0288!SPC MS E     -   0.99999095  x   0.99997182  =   0.99996277
 DJ0288!SPC AL W     -   0.99999095  x   1.00001543  =   1.00000638
 DJ0288!UTM  16      -   0.99999095  x   0.99980187  =   0.99979282
 DJ0288
 DJ0288|---------------------------------------------------------------------|
 DJ0288| PID    Reference Object                     Distance      Geod. Az  |
 DJ0288|                                                           dddmmss.s |
 DJ0288| DJ0289 BOTTERS RM 1                         54.352 METERS 02245     |
 DJ0288| CF9906 BOTTERS RM 3                         55.599 METERS 02417     |
 DJ0288| CF9907 BOTTERS RM 4                         36.549 METERS 14042     |
 DJ0288| DJ0290 BOTTERS RM 2                         54.298 METERS 15555     |
 DJ0288| DJ0276 BARNES                              APPROX.10.2 KM 1910409.9 |
 DJ0288| DJ1804 COLUMBUS LOOKOUT TOWER              APPROX. 9.7 KM 2114415.3 |
 DJ0288| DJ1812 COLUMBUS AFB TANK BCN               APPROX. 6.0 KM 2632100.5 |
 DJ0288| DJ0291 BOTTERS AZ MK                                      3255429.5 |
 DJ0288|---------------------------------------------------------------------|
 DJ0288
 DJ0288                          SUPERSEDED SURVEY CONTROL
 DJ0288
 DJ0288  NAD 83(1993)-  33 38 21.53659(N)    088 22 47.28136(W) AD(       ) 1
 DJ0288  NAD 83(1986)-  33 38 21.53992(N)    088 22 47.28256(W) AD(       ) 1
 DJ0288  NAD 27      -  33 38 21.12100(N)    088 22 47.14500(W) AD(       ) 1
 DJ0288  NGVD 29 (??/??/92)   85.642  (m)          280.98   (f) ADJ UNCH    2 0
 DJ0288
 DJ0288.Superseded values are not recommended for survey control.
 DJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0288.See file dsdata.txt to determine how the superseded data were derived.
 DJ0288
 DJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7203823019(NAD 83)
 DJ0288_MARKER: DB = BENCH MARK DISK
 DJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0288_STAMPING: BOTTERS 1939
 DJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0288+STABILITY: SURFACE MOTION
 DJ0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0288+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 DJ0288
 DJ0288  HISTORY     - Date     Condition        Report By
 DJ0288  HISTORY     - 1939     MONUMENTED       CGS
 DJ0288  HISTORY     - 1939     GOOD             CGS
 DJ0288  HISTORY     - 1943     GOOD             CGS
 DJ0288  HISTORY     - 1944     GOOD             CGS
 DJ0288  HISTORY     - 1949     GOOD             CGS
 DJ0288  HISTORY     - 1960     GOOD             CGS
 DJ0288  HISTORY     - 1963     GOOD             MSHD
 DJ0288  HISTORY     - 20000821 GOOD             NGS
 DJ0288
 DJ0288                          STATION DESCRIPTION
 DJ0288
 DJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ0288'IN THE NORTHEAST CORNER OF A SMALL CEMETERY IN THE SW 1/4 SEC.
 DJ0288'25, T. 16 S., R. 18 E., ABOUT 10 MILES NORTH AND 3 MILES EAST
 DJ0288'OF COLUMBUS, 57 FEET WEST OF CENTER LINE OF ROAD, 35 FEET
 DJ0288'WEST-NORTHWEST OF AN 8-INCH PINE TREE, 26 FEET WEST-SOUTHWEST
 DJ0288'OF AN 8-INCH CEDAR TREE, 15 FEET SOUTH OF THE SOUTH EDGE OF
 DJ0288'A CULTIVATED FIELD, AND PROJECTS 6 INCHES.
 DJ0288'
 DJ0288'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 82 AND
 DJ0288'45 IN COLUMBUS GO NORTH ON U.S. HIGHWAY 45 FOR 10.3 MILES TO A
 DJ0288'GRAVEL CROSSROADS, TURN RIGHT AND GO 2.4 MILES TO FORK, TAKE
 DJ0288'RIGHT FORK AND CONTINUE 0.65 MILE TO A FORK, TAKE THE LEFT FORK
 DJ0288'CROSSING THE RAILROAD TRACK AND CONTINUE 1.75 MILES TO A CROSS
 DJ0288'ROADS, THEN TURN RIGHT AND GO 0.3 MILE TO THE CEMETERY ON THE
 DJ0288'RIGHT AND THE STATION.
 DJ0288'
 DJ0288'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ0288'BRONZE DISKS SET IN CONCRETE.
 DJ0288'
 DJ0288'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, SET ON
 DJ0288'THE EAST SIDE OF THE GRAVEL ROAD, 2 FEET EAST OF THE DITCH BANK,
 DJ0288'AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SOUTHEAST OF THE
 DJ0288'STATION, ON THE EAST SIDE OF THE ROAD, 25 FEET SOUTH OF THE
 DJ0288'FARM ENTRANCE, AND PROJECTS 4 INCHES.
 DJ0288'
 DJ0288'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH-NORTHWEST OF THE STATION,
 DJ0288'33 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE
 DJ0288'ON THE NORTH SIDE OF THE GRAVEL ROAD, AND PROJECTS 6 INCHES.
 DJ0288'
 DJ0288'NO OBJECTS VISIBLE FROM THE GROUND.
 DJ0288'
 DJ0288'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DJ0288
 DJ0288                          STATION RECOVERY (1939)
 DJ0288
 DJ0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DJ0288'12.65 MI NE FROM COLUMBUS.
 DJ0288'10.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0288'STATION AT COLUMBUS, LOWNDES COUNTY, THENCE 1.6 MILES EAST ALONG A
 DJ0288'GRAVEL ROAD, THENCE 0.35 MILE SOUTH ALONG A ROAD.  IN THE SW 1/4 SEC.
 DJ0288'25, T. 168., R. 18 E.  THE STATION MAY BE REACHED FROM THE
 DJ0288'INTERSECTION OF U. S. HIGHWAY 45 AND 82 AT COLUMBUS BY GOING 6.3 MILES
 DJ0288'NORTH ALONG U.S. HIGHWAY 45, THENCE 2.5 MILES EAST ALONG A GRAVEL
 DJ0288'ROAD, THENCE 4-3/4 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1-3/4 MILES
 DJ0288'EAST ALONG A GRAVEL ROAD TO A CROSS ROADS, AND THENCE 0.3 MILE SOUTH
 DJ0288'ALONG A ROAD TO A SMALL CEMETERY.  THE MARK IS 750 FEET SOUTH OF A
 DJ0288'FARMHOUSE, 48 FEET NORTH OF THE NORTH BOUNDARY OF THE CEMETERY, 57
 DJ0288'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 35 FEET WEST-NORTHWEST
 DJ0288'OF AN 8-INCH PINE TREE.  A STANDARD DISK, STAMPED BOTTERS 1939 AND SET
 DJ0288'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DJ0288
 DJ0288                          STATION RECOVERY (1943)
 DJ0288
 DJ0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 DJ0288'STATION, ALL MARKS RECOVERED IN GOOD CONDITION.  THE FOLLOWING
 DJ0288'REVISED DESCRIPTION OF HOW TO REACH THE STATION IS NECESSARY DUE
 DJ0288'TO THE CONSTRUCTION OF THE COLUMBUS ARMY FLYING SCHOOL.  TO
 DJ0288'REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 82 AND 45 IN
 DJ0288'COLUMBUS, DRIVE NORTH FOR 6.3 MILES TO A CROSSROAD AND CHURCH
 DJ0288'ON THE RIGHT.  TAKE THIS ROAD RIGHT (E), PASSING THE RADIO RANGE
 DJ0288'STATION ON THE LEFT AT .35 MILES, TO A N-S T-ROAD AT 2.5 MILES.
 DJ0288'TURN LEFT AT THIS POINT AND CONTINUE NORTH FOR 4.75 MILES,
 DJ0288'PASSING A T-ROAD TO THE LEFT AT .9 MILE, THE S.L. AND S.F.
 DJ0288'R.R. AT 1.25 MILES, AND A T-ROAD RIGHT AT 1.5 MILES.  RECROSS
 DJ0288'THE R.R. AT 1.7 MILES, A RAILROAD SPUR TO COLUMBUS ARMY FLYING
 DJ0288'SCHOOL AT 3.35 MILES AND AT 4.75 MILES TAKE THE T-ROAD RIGHT
 DJ0288'(E) FOR 1.75 MILES TO A CROSS ROAD.  TURN RIGHT HERE AND DRIVE
 DJ0288'SOUTH FOR .35 MILES TO A SMALL CEMETERY AND THE STATION ON THE
 DJ0288'RIGHT.
 DJ0288
 DJ0288                          STATION RECOVERY (1944)
 DJ0288
 DJ0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (GCM)
 DJ0288'STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE USED
 DJ0288'AS BENCH MARKS IN A SECOND-ORDER LEVEL LINE FROM NEAR COLUMBUS TO
 DJ0288'COLUMBUS ARMY AIR FIELD.
 DJ0288
 DJ0288                          STATION RECOVERY (1949)
 DJ0288
 DJ0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ0288'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 DJ0288'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.
 DJ0288'REFERENCE MARK NO. 3 WAS ESTABLISHED.  DESCRIPTION FOLLOWS-
 DJ0288'
 DJ0288'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF COLUMBUS,
 DJ0288'NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 152 FEET NORTHEAST
 DJ0288'OF THE APPROXIMATE CENTERLINE OF A T INTERSECTION OF GRAVELED
 DJ0288'ROADS, 58 FEET WEST OF THE APPROXIMATE CENTERLINE OF A NORTH-SOUTH
 DJ0288'GRAVELED ROAD, 58 FEET NORTHWEST OF A FENCE CORNER, AND 15 PACES
 DJ0288'NORTH OF THE NORTH EDGE OF A SMALL CEMETERY.
 DJ0288'
 DJ0288'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS NO.
 DJ0288'45 AND 82 NEAR THE CENTER OF THE BUSINESS DISTRICT IN COLUMBUS,
 DJ0288'GO NORTH ON NO. 45 FOR 11.0 MILES TO A CROSSROAD (A GAS STATION
 DJ0288'AND A TAVERN ARE IN THE SOUTHEAST CORNER OF THE INTERSECTION),
 DJ0288'THEN RIGHT ON A GRVELED ROAD FOR ABOUT 100 YARDS TO A FORK, THEN
 DJ0288'RIGHT ROAD, EASTERLY, FOR 0.7 MILE, THEN LEFT ROAD, CONTINUE
 DJ0288'EASTERLY, FOR 1.5 MILE TO THE AZIMUTH MARK ON LEFT AS
 DJ0288'DESCRIBED.  CONTINUE EASTERLY FOR 0.25 MILE TO A CROSSROAD, THEN
 DJ0288'RIGHT, SOUTHERLY, FOR 0.3 MILE TO THE STATION ON THE RIGHT
 DJ0288'AS DESCRIBED.
 DJ0288'
 DJ0288'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DJ0288'BOTTERS 1939.
 DJ0288'
 DJ0288'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE APPROXIMATE
 DJ0288'CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 12 FEET EAST OF THE
 DJ0288'APPROXIMATE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, AND 3
 DJ0288'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3 INCHES, AND THE
 DJ0288'DISK IS STAMPED BOTTERS NO 2 1939.
 DJ0288'
 DJ0288'REFERENCE MARK NO. 3 IS 45 FEET NORTH OF REA POWER POLE NO. 735,
 DJ0288'16 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 DJ0288'AND 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE
 DJ0288'DISK IS STAMPED BOTTERS NO 3 1939.
 DJ0288'
 DJ0288'THE AZIMUTH MARK IS 70 FEET EAST OF A FENCE CORNER, 22 FEET
 DJ0288'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 6 FEET
 DJ0288'NORTH OF A WIRE FENCE, AND 4 FEET EAST OF A WITNESS POST.  IT
 DJ0288'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BOTTERS 1939.
 DJ0288'
 DJ0288'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK ARE
 DJ0288'STANDARD DISKS SET IN THE TOPS OF 10-INCH SQUARE CONCRETE POSTS.
 DJ0288'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 DJ0288'CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER.
 DJ0288'
 DJ0288'HEIGHT OF LIGHT PLATE- 34 METERS.
 DJ0288
 DJ0288                          STATION RECOVERY (1960)
 DJ0288
 DJ0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ0288'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE
 DJ0288'RECOVERED AS DESCRIBED IN 1949 AND ARE IN GOOD CONDITION.
 DJ0288'REFERENCE MARK NO. 2 WAS FOUND UPROOTED.  REFERENCE MARK NO. 4
 DJ0288'WAS ESTABLISHED BY THIS PARTY.  A DESCRIPTION OF REFERENCE MARK
 DJ0288'NO. 4 FOLLOWS.
 DJ0288'
 DJ0288'REFERENCE MARK NO. 4 IS 50 FEET NORTHEAST OF THE INTERSECTION OF
 DJ0288'A T-ROAD, 19 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 6 FEET
 DJ0288'SOUTH OF A 10-INCH PINE TREE AND 1.0 FOOT NORTH OF A WITNESS SIGN.
 DJ0288'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTS
 DJ0288'3 INCHES, AND IS STAMPED BOTTERS NO 4 1939.
 DJ0288'
 DJ0288'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DJ0288
 DJ0288                          STATION RECOVERY (1963)
 DJ0288
 DJ0288'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0288'THE STATION WAS VISITED 4-10-63 AND THE STATION, RM 3 AND RM 4
 DJ0288'WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK HAD BEEN DESTROYED BY
 DJ0288'ROAD CONSTRUCTION.
 DJ0288'
 DJ0288'THE DISK WAS RECLAIMED.  THE TO REACH IS ADEQUATE.  SOME NEW
 DJ0288'AND ADDITIONAL MEASUREMENTS WERE MADE TO ALL THE MARKS.
 DJ0288'
 DJ0288'THE STATION IS 103 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE,
 DJ0288'83 FEET SOUTHWEST OF A POWER POLE, 58 FEET WEST OF THE CENTER
 DJ0288'OF A GRAVEL ROAD, 48 FEET NORTHWEST OF THE NORTHEAST CORNER
 DJ0288'OF A CEMETERY, 44 FEET NORTH OF THE CEMETERY.
 DJ0288'
 DJ0288'RM 3 IS 102 FEET NORTHEAST OF A CHIMNEY AT THE NORTH END OF THE
 DJ0288'HOUSE, 45 FEET NORTH OF A POWER LINE POLE, 45 FEET NORTHEAST
 DJ0288'OF A TELEPHONE LINE POLE, 16 FEET EAST OF THE CENTER OF A GRAVEL
 DJ0288'ROAD.
 DJ0288'
 DJ0288'RM 4 IS 47 FEET NORTH OF A ROAD LEADING EAST, 55 FEET NORTHEAST
 DJ0288'OF THE SOUTHEAST CORNER OF THE CEMETERY, 18 FEET EAST OF THE
 DJ0288'NORTH-SOUTH GRAVEL ROAD, 6 FEET SOUTH OF A 1-INCH PINE TREE.
 DJ0288'
 DJ0288'METAL WITNESS POST WERE SET 1.0 FOOT NORTH OF THE STATION, 1.0
 DJ0288'FOOT WEST OF RM 2 AND RM 3.
 DJ0288
 DJ0288                          STATION RECOVERY (2000)
 DJ0288
 DJ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ0288'MARK IS IN A PLOWED GARDEN PLOT BESIDE WILEY ROAD.  IT PROJECTS 30 CM
 DJ0288'ABOVE GROUND, LEANS A LITTLE TOWARD THE SOUTH, AND MAY NOT BE AS
 DJ0288'STABLE AS IT ORIGINALLY WAS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0291 ***********************************************************************
 DJ0291  DESIGNATION -  BOTTERS AZ MK
 DJ0291  PID         -  DJ0291
 DJ0291  STATE/COUNTY-  MS/LOWNDES
 DJ0291  USGS QUAD   -  HAMILTON (1987)
 DJ0291
 DJ0291                         *CURRENT SURVEY CONTROL
 DJ0291  ___________________________________________________________________
 DJ0291* NAD 83(1986)-  33 38 40.     (N)    088 23 02.     (W)     SCALED    
 DJ0291* NAVD 88     -        74.392  (meters)     244.07   (feet)  ADJUSTED  
 DJ0291  ___________________________________________________________________
 DJ0291  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ0291  DYNAMIC HT  -          74.314 (meters)     243.81  (feet)  COMP
 DJ0291  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 DJ0291
 DJ0291  VERT ORDER  -  SECOND    CLASS 0
 DJ0291
 DJ0291.The horizontal coordinates were scaled from a topographic map and have
 DJ0291.an estimated accuracy of +/- 6 seconds.
 DJ0291
 DJ0291.The orthometric height was determined by differential leveling
 DJ0291.and adjusted in June 1991.
 DJ0291
 DJ0291.The geoid height was determined by GEOID03.
 DJ0291
 DJ0291.The dynamic height is computed by dividing the NAVD 88
 DJ0291.geopotential number by the normal gravity value computed on the
 DJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0291.degrees latitude (g = 980.6199 gals.).
 DJ0291
 DJ0291.The modeled gravity was interpolated from observed gravity values.
 DJ0291
 DJ0291;                    North         East    Units  Estimated Accuracy
 DJ0291;SPC MS E     -   459,600.      341,690.      MT  (+/- 180 meters Scaled)
 DJ0291
 DJ0291                          SUPERSEDED SURVEY CONTROL
 DJ0291
 DJ0291  NGVD 29 (??/??/92)   74.374  (m)          244.01   (f) ADJ UNCH    2 0
 DJ0291
 DJ0291.Superseded values are not recommended for survey control.
 DJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0291.See file dsdata.txt to determine how the superseded data were derived.
 DJ0291
 DJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC716235(NAD 83)
 DJ0291_MARKER: DZ = AZIMUTH MARK DISK
 DJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0291_STAMPING: BOTTERS 1939
 DJ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0291+STABILITY: SURFACE MOTION
 DJ0291
 DJ0291  HISTORY     - Date     Condition        Report By
 DJ0291  HISTORY     - 1939     MONUMENTED       CGS
 DJ0291
 DJ0291                          STATION DESCRIPTION
 DJ0291
 DJ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DJ0291'13.05 MI NE FROM COLUMBUS.
 DJ0291'0.4 MILE NORTH-NORTHWEST OF TRIANGULATION STATION BOTTERS, DESCRIBED
 DJ0291'ABOVE, 1/4 MILE WEST OF A ROAD INTERSECTION, 750 FEET SOUTH OF A BARN,
 DJ0291'20 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 33 FEET WEST OF A
 DJ0291'FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD AZIMUTH-MARK
 DJ0291'DISK, STAMPED BOTTERS 1939 AND SET IN THE TOP OF A CONCRETE POST
 DJ0291'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2662 ***********************************************************************
 EH2662  DESIGNATION -  BOUNDARY MON MS TN
 EH2662  PID         -  EH2662
 EH2662  STATE/COUNTY-  MS/DE SOTO
 EH2662  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2662
 EH2662                         *CURRENT SURVEY CONTROL
 EH2662  ___________________________________________________________________
 EH2662* NAD 83(1993)-  34 59 41.10454(N)    090 07 39.57758(W)     ADJUSTED  
 EH2662* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 EH2662  ___________________________________________________________________
 EH2662  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 EH2662  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EH2662  HORZ ORDER  -  SECOND
 EH2662
 EH2662.The horizontal coordinates were established by classical geodetic methods
 EH2662.and adjusted by the National Geodetic Survey in May 1994.
 EH2662
 EH2662.The orthometric height was scaled from a topographic map.
 EH2662
 EH2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2662
 EH2662.The geoid height was determined by GEOID03.
 EH2662
 EH2662;                    North         East     Units Scale Factor Converg.
 EH2662;SPC MS W     -   609,310.188   718,775.776   MT  0.99995434   +0 07 04.6
 EH2662;SPC MS W     - 1,999,045.18  2,358,183.53   sFT  0.99995434   +0 07 04.6
 EH2662;SPC TN       -    81,331.627   223,260.421   MT  1.00005484   -2 24 59.4
 EH2662;SPC TN       -   266,835.51    732,480.23   sFT  1.00005484   -2 24 59.4
 EH2662;SPC AR N     -    75,004.244   570,921.097   MT  0.99998849   +1 05 22.2
 EH2662;SPC AR N     -   246,076.42  1,873,096.97   sFT  0.99998849   +1 05 22.2
 EH2662;UTM  15      - 3,876,231.506   762,160.354   MT  1.00044713   +1 38 53.6
 EH2662
 EH2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2662!SPC MS W     -   0.99999188  x   0.99995434  =   0.99994622
 EH2662!SPC TN       -   0.99999188  x   1.00005484  =   1.00004672
 EH2662!SPC AR N     -   0.99999188  x   0.99998849  =   0.99998037
 EH2662!UTM  15      -   0.99999188  x   1.00044713  =   1.00043900
 EH2662
 EH2662                          SUPERSEDED SURVEY CONTROL
 EH2662
 EH2662  NAD 83(1993)-  34 59 41.10512(N)    090 07 39.57843(W) AD(       ) 2
 EH2662  NAD 83(1986)-  34 59 41.11586(N)    090 07 39.58027(W) AD(       ) 2
 EH2662  NAD 27      -  34 59 40.77300(N)    090 07 39.24100(W) AD(       ) 2
 EH2662
 EH2662.Superseded values are not recommended for survey control.
 EH2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2662.See file dsdata.txt to determine how the superseded data were derived.
 EH2662
 EH2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6216076232(NAD 83)
 EH2662_MARKER: I = METAL ROD
 EH2662_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EH2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2662
 EH2662  HISTORY     - Date     Condition        Report By
 EH2662  HISTORY     - 1929     MONUMENTED       CGS
 EH2662
 EH2662                          STATION DESCRIPTION
 EH2662
 EH2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2662'ON EAST SIDE OF U.S. ROUTE 61, 1707.0 FEET FROM STATION LAKE
 EH2662'VIEW (SEE DESCRIPTION THEREOF).
 EH2662'MARK IS AN ANGLE IRON SET IN CONCRETE AND IS SAID
 EH2662'TO MARK THE STATE BOUNDARY BETWEEN MISSISSIPPI AND TENNESSEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2030 ***********************************************************************
 DJ2030  DESIGNATION -  BOUNDS
 DJ2030  PID         -  DJ2030
 DJ2030  STATE/COUNTY-  MS/CALHOUN
 DJ2030  USGS QUAD   -  BENWOOD (1983)
 DJ2030
 DJ2030                         *CURRENT SURVEY CONTROL
 DJ2030  ___________________________________________________________________
 DJ2030* NAD 83(1993)-  33 53 31.91582(N)    089 30 03.76441(W)     ADJUSTED  
 DJ2030* NAVD 88     -       148.0    (meters)     486.     (feet)  VERTCON   
 DJ2030  ___________________________________________________________________
 DJ2030  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 DJ2030  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DJ2030  HORZ ORDER  -  FIRST
 DJ2030
 DJ2030.The horizontal coordinates were established by classical geodetic methods
 DJ2030.and adjusted by the National Geodetic Survey in May 1994.
 DJ2030
 DJ2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2030
 DJ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2030
 DJ2030.The geoid height was determined by GEOID03.
 DJ2030
 DJ2030;                    North         East     Units Scale Factor Converg.
 DJ2030;SPC MS E     -   487,191.044   238,238.279   MT  0.99999701   -0 22 20.5
 DJ2030;SPC MS E     - 1,598,392.62    781,620.09   sFT  0.99999701   -0 22 20.5
 DJ2030;UTM  16      - 3,753,019.291   268,714.508   MT  1.00025949   -1 23 43.0
 DJ2030
 DJ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2030!SPC MS E     -   0.99998102  x   0.99999701  =   0.99997803
 DJ2030!UTM  16      -   0.99998102  x   1.00025949  =   1.00024051
 DJ2030
 DJ2030:                Primary Azimuth Mark                     Grid Az
 DJ2030:SPC MS E     -  GAULEY                                   084 22 59.8
 DJ2030:UTM  16      -  GAULEY                                   085 24 22.3
 DJ2030
 DJ2030|---------------------------------------------------------------------|
 DJ2030| PID    Reference Object                     Distance      Geod. Az  |
 DJ2030|                                                           dddmmss.s |
 DJ2030| DJ1948 GAULEY                              APPROX.11.7 KM 0840039.3 |
 DJ2030| AI2751 BOUNDS RM 1                          24.466 METERS 16507     |
 DJ2030| AI2752 BOUNDS RM 2                          23.784 METERS 30211     |
 DJ2030|---------------------------------------------------------------------|
 DJ2030
 DJ2030                          SUPERSEDED SURVEY CONTROL
 DJ2030
 DJ2030  NAD 83(1986)-  33 53 31.92762(N)    089 30 03.76063(W) AD(       ) 1
 DJ2030  NAD 27      -  33 53 31.51399(N)    089 30 03.47637(W) AD(       ) 1
 DJ2030  NGVD 29 (07/19/86)  148.0    (m)          486.     (f) VERT ANG    3  
 DJ2030
 DJ2030.Superseded values are not recommended for survey control.
 DJ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2030.See file dsdata.txt to determine how the superseded data were derived.
 DJ2030
 DJ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6871553019(NAD 83)
 DJ2030_MARKER: DS = TRIANGULATION STATION DISK
 DJ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2030_STAMPING: BOUNDS 1970
 DJ2030_MARK LOGO: NGS   
 DJ2030_PROJECTION: PROJECTING 5 CENTIMETERS
 DJ2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2030+STABILITY: SURFACE MOTION
 DJ2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2030+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 DJ2030
 DJ2030  HISTORY     - Date     Condition        Report By
 DJ2030  HISTORY     - 1970     MONUMENTED       NGS
 DJ2030  HISTORY     - 19850621 GOOD             NGS
 DJ2030  HISTORY     - 20031128 GOOD             MSSU
 DJ2030
 DJ2030                          STATION DESCRIPTION
 DJ2030
 DJ2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ2030'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF COFFEEVILLE,
 DJ2030'11 MILES NORTHWEST OF CALHOUN CITY, AND 5-1/2 MILES NORTHWEST
 DJ2030'OF BIG CREEK, NEAR THE CENTER OF SECTION 6, T23N, R8E AT THE
 DJ2030'SOUTH EDGE OF THE SOUTHWEST SECTION OF THE MISSISSIPPI STATE
 DJ2030'GAME AND FISH COMMISSION, CALHOUN COUNTY REFUGE, ON THE
 DJ2030'HIGHEST POINT OF A KNOLL ON A LOW WOODED RIDGE AND ON PROPERTY
 DJ2030'OWNED BY THE GEORGIA-PACIFIC COMPANY.
 DJ2030'
 DJ2030'TO REACH THE STATION FROM THE POST OFFICE IN BIG CREEK GO WEST
 DJ2030'ON THE SURFACED ROAD FOR 3.85 MILES TO A SIDE ROAD RIGHT.  TURN
 DJ2030'RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.65 MILES TO A
 DJ2030'CROSSROAD.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 DJ2030'1.35 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 DJ2030'THE GRAVELED ROAD FOR 2.3 MILES TO A TRIANGULAR BLAZED PINE
 DJ2030'TREE ON THE RIGHT AND A DIM TRACK ROAD LEFT.  BEAR LEFT ON
 DJ2030'THE DIM TRACK ROAD AND GO NORTHWEST FOR 0.2 MILE TO A REVERSE
 DJ2030'FORK ON THE RIGHT.  TURN SHARP RIGHT AND GO NORTHEAST FOR
 DJ2030'0.05 MILE TO THE STATION ON THE HIGHEST POINT OF THE HILL AND
 DJ2030'THE STATION AS DESCRIBED.
 DJ2030'
 DJ2030'THE STATION MARK IS A STANDARD DISK STAMPED BOUNDS 1970, SET
 DJ2030'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DJ2030'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 DJ2030'IS 26 FEET NORTH OF A 16 INCH PINE TREE WITH A TRIANGULAR
 DJ2030'BLAZE AND 5.5 FEET NORTH OF A METAL WITNESS POST WITH
 DJ2030'SIGN ATTACHED.
 DJ2030'
 DJ2030'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOUNDS NO 1 1970,
 DJ2030'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 DJ2030'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 DJ2030'IS 82 FEET SOUTH OF A 16 INCH PINE TREE WITH A TRIANGULAR
 DJ2030'BLAZE AND 81 FEET SOUTH OF THE METAL WITNESS POST WITH
 DJ2030'SIGN ATTACHED.
 DJ2030'
 DJ2030'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOUNDS NO 2 1970,
 DJ2030'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 DJ2030'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 DJ2030'IS 82 FEET NORTH OF THE 16 INCH PINE TREE WITH TRIANGULAR
 DJ2030'BLAZE AND 12 FEET SOUTH OF A 15 INCH PINE TREE.
 DJ2030'
 DJ2030'NO SUITABLE PLACE COULD BE LOCATED FOR AN AZIMUTH MARK.
 DJ2030
 DJ2030                          STATION RECOVERY (1985)
 DJ2030
 DJ2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 DJ2030'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO
 DJ2030'1 AND NO 2 WERE DESTROYED.  NO AZIMUTH MARK WAS PREVIOUSLY
 DJ2030'ESTABLISHED.  NEW REFERENCE MARKS NO 3, NO 4 AND NO 5 WERE ESTABLISHED
 DJ2030'AT THIS DATE.  REFERENCE MARK NO3 IS A LONG REFERENCE MARK AND CAN BE
 DJ2030'USED AS AN AZIMUTH.  A NEW DESCRIPTION FOLLOWS.
 DJ2030'TO REACH FROM THE POST OFFICE, AT BIG CREEK, GO WEST ON PAVED ROAD FOR
 DJ2030'3.85 MI (6.20 KM) TO A PAVED SIDEROAD ON RIGHT, TURN RIGHT AND GO
 DJ2030'NORTH FOR 1.35 MI (2.17 KM) TO A SIDEROAD ON RIGHT AT CURVE IN PAVED
 DJ2030'ROAD, BEAR LEFT AND GO WEST ON PAVED ROAD FOR 1.35 MI (2.17 KM) TO A
 DJ2030'Y-FORK, TAKE RIGHT FORK AND GO NORTHERLY ON GRAVEL ROAD FOR 2.3 MI
 DJ2030'(3.7 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT, UP HILL FOR 0.2 MI
 DJ2030'(0.3 KM) TO A WOODS ROAD ON THE RIGHT, TURN SHARP RIGHT ON WOODS ROAD
 DJ2030'FOR ABOUT 100 FT (30.5 M) TO STATION ON RIGHT.
 DJ2030'STATION IS A STANDARD DISK STAMPED--STAMPED BOUNDS 1970--, SET IN TOP
 DJ2030'OF A ROUND CONCRETE POST, PROJECTING 2 INCHES.  IT IS ON HIGHEST
 DJ2030'GROUND, 35.05 M (114.99 FT) NORTH NORTHWEST OF THE JUNCTION OF GRAVEL
 DJ2030'ROAD AND WOODS ROAD, 18.44 M (60.50 FT) EAST OF AN 18 INCH HICKORY
 DJ2030'TREE AT NORTH EDGE OF WOODS ROAD, 4.88 M (16.01 FT) NORTHEAST OF
 DJ2030'CENTER OF WOODS ROAD, 1.52 M (4.99 FT) NORTH NORTHWEST OF A 3 INCH
 DJ2030'HICKORY TREE, 1.68 M (5.51 FT) SOUTHWEST OF A METAL WITNESS POST AND
 DJ2030'SIGN AND 0.61 M (2.00 FT) NORTH OF A CARSONITE WITNESS POST.
 DJ2030'REFERENCE MARK NO3 IS A STANDARD NGS DISK, STAMPED BOUNDS 1970 NO 3
 DJ2030'1985, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DJ2030'IS 187.25 M (614.34 FT) SOUTH SOUTHEAST OF THE STATION, 18.59 M (60.99
 DJ2030'FT) EAST SOUTHEAST AND ACROSS GRAVEL ROAD FROM AN 8 INCH OAK TREE,
 DJ2030'7.31 M (23.98 FT) EAST OF THE CENTER OF GRAVEL ROAD, 2.80 M (9.19 FT)
 DJ2030'WEST SOUTHWEST OF A 6 INCH PINE TREE, 2.35 M (7.71 FT) NORTH NORTHWEST
 DJ2030'OF A 6 INCH PINE TREE AND 0.49 M (1.61 FT) EAST OF A CARSONITE WITNESS
 DJ2030'POST. REFERENCE MARK NO4 IS A STANDARD NGS DISK, STAMPED BOUNDS 1970
 DJ2030'NO 4 1985, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 DJ2030'IT IS 15.24 M (50.00 FT) SOUTH SOUTHEAST OF 18 INCH HICKORY TREE AT
 DJ2030'NORTH EDGE OF WOODS ROAD, 3.81 M (12.50 FT) SOUTHWEST OF CENTER OF
 DJ2030'WOODS ROAD, 3.04 M (9.97 FT) EAST OF A 6 INCH HICKORY TREE AND 0.46 M
 DJ2030'(1.51 FT) SOUTHEAST OF A CARSONITE WITNESS POST.  REFERENCE MARK NO5
 DJ2030'IS A STANDARD NGS DISK, STAMPED BOUNDS 1970 NO 5 1985, SET IN TOP OF A
 DJ2030'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 13.87 M (45.51 FT)
 DJ2030'EAST OF 18 INCH HICKORY TREE AT NORTH EDGE OF WOODS ROAD, 10.67 M
 DJ2030'(35.01 FT) NORTHEAST OF THE CENTER OF WOODS ROAD, 2.35 M (7.71 FT)
 DJ2030'WEST OF A 10-INCH BLACK OAK TREE AND 0.30 M (0.98 FT) SOUTHWEST OF A
 DJ2030'CARSONITE WITNESS POST.
 DJ2030
 DJ2030                          STATION RECOVERY (2003)
 DJ2030
 DJ2030'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (BH)
 DJ2030'MARK IS BETWEEN ORANGE CARSONITE WITNESS POST AND WHITE METAL WITNESS
 DJ2030'POST SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1889 ***********************************************************************
 DK1889  DESIGNATION -  BOURBON
 DK1889  PID         -  DK1889
 DK1889  STATE/COUNTY-  MS/WASHINGTON
 DK1889  USGS QUAD   -  TRIBBETT (1967)
 DK1889
 DK1889                         *CURRENT SURVEY CONTROL
 DK1889  ___________________________________________________________________
 DK1889* NAD 83(1993)-  33 18 06.10268(N)    090 47 50.31381(W)     ADJUSTED  
 DK1889* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 DK1889  ___________________________________________________________________
 DK1889  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DK1889  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1889  HORZ ORDER  -  THIRD
 DK1889
 DK1889.The horizontal coordinates were established by classical geodetic methods
 DK1889.and adjusted by the National Geodetic Survey in May 1994.
 DK1889
 DK1889.The orthometric height was scaled from a topographic map.
 DK1889
 DK1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1889
 DK1889.The geoid height was determined by GEOID03.
 DK1889
 DK1889;                    North         East     Units Scale Factor Converg.
 DK1889;SPC MS W     -   421,593.903   656,790.089   MT  0.99997301   -0 15 17.1
 DK1889;SPC MS W     - 1,383,179.33  2,154,818.82   sFT  0.99997301   -0 15 17.1
 DK1889;UTM  15      - 3,686,898.775   705,083.247   MT  1.00011858   +1 12 35.3
 DK1889
 DK1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1889!SPC MS W     -   0.99999838  x   0.99997301  =   0.99997139
 DK1889!UTM  15      -   0.99999838  x   1.00011858  =   1.00011696
 DK1889
 DK1889:                Primary Azimuth Mark                     Grid Az
 DK1889:SPC MS W     -  BOURBON AZ MK                            086 52 24.9
 DK1889:UTM  15      -  BOURBON AZ MK                            085 24 32.5
 DK1889
 DK1889|---------------------------------------------------------------------|
 DK1889| PID    Reference Object                     Distance      Geod. Az  |
 DK1889|                                                           dddmmss.s |
 DK1889| CY5313 BOURBON AZ MK                                      0863707.8 |
 DK1889| CY5314 BOURBON RM 1                         19.215 METERS 17736     |
 DK1889| DK1874 ESTILL MID VALLEY PL CO MAST        APPROX.12.0 KM 2153733.0 |
 DK1889| DK1890 TRUNKLINE GAS CO KKE 72 MAST        APPROX.16.2 KM 2570037.3 |
 DK1889| CY5315 BOURBON RM 2                         25.423 METERS 25855     |
 DK1889|---------------------------------------------------------------------|
 DK1889
 DK1889                          SUPERSEDED SURVEY CONTROL
 DK1889
 DK1889  NAD 83(1986)-  33 18 06.11430(N)    090 47 50.30852(W) AD(       ) 3
 DK1889  NAD 27      -  33 18 05.68830(N)    090 47 49.96070(W) AD(       ) 3
 DK1889
 DK1889.Superseded values are not recommended for survey control.
 DK1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1889.See file dsdata.txt to determine how the superseded data were derived.
 DK1889
 DK1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0508386899(NAD 83)
 DK1889_MARKER: DS = TRIANGULATION STATION DISK
 DK1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1889
 DK1889  HISTORY     - Date     Condition        Report By
 DK1889  HISTORY     - 1957     MONUMENTED       CGS
 DK1889  HISTORY     - 1967     GOOD             MSHD
 DK1889
 DK1889                          STATION DESCRIPTION
 DK1889
 DK1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1889'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF A MOUND
 DK1889'ABOUT 5-3/4 MILES NORTHEAST OF ARCOLA, AND 1-1/2 MILES SOUTH
 DK1889'OF THE COMMUNITY OF BOURBON, ON PROPERTY OWNED BY THE JOHN M.
 DK1889'DEAN AND COMPANY PLANTATION OF TRIBBETT, MISSISSIPPI.  IT IS
 DK1889'17 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE SHEET
 DK1889'IRON IMPLEMENT SHED, WHICH OCCUPIES MOST OF THE MOUND, 66 FEET
 DK1889'SOUTHWEST OF THE NORTHEAST CORNER OF A CYCLONE TYPE FENCE, AND
 DK1889'132 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE.  THE
 DK1889'MARK IS FLUSH AND THE DISK IS STAMPED BOURBON 1957.
 DK1889'
 DK1889'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE
 DK1889'HIGHWAY 438 IN ARCOLA, GO EAST ON HIGHWAY 438 FOR 4.6 MILES
 DK1889'TO THE CROSSROADS AT TRALAKE.  TURN LEFT, NORTH, ON PAVED
 DK1889'ROAD FOR 2.1 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT
 DK1889'AND GO EAST 0.05 MILE TO CYCLONE TYPE FENCE AND GATE.  GO
 DK1889'THROUGH THE GATE AND CONTINUE EAST 0.05 MILE TO THE NORTHEAST
 DK1889'CORNER OF THE MOUND AND STATION.
 DK1889'
 DK1889'REFERENCE MARK 1 IS 1 FOOT EAST OF THE SOUTHEAST CORNER OF
 DK1889'THE SHED, AND 83 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 DK1889'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DK1889'BOURBON NO 1 1957.
 DK1889'
 DK1889'REFERENCE MARK 2 IS 74 FEET WEST OF THE NORTHEAST CORNER
 DK1889'OF THE IMPLEMENT SHED, 11 FEET NORTH OF THE NORTH SIDE OF THE
 DK1889'SHED, AND 49 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH,
 DK1889'AND THE DISK IS STAMPED BOURBON NO 2 1957.
 DK1889'
 DK1889'THE AZIMUTH MARK IS 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DK1889'OF AN OLD HOUSE, 16 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 DK1889'1.5 FEET WEST OF A POWER LINE POLE, AND 1.5 FEET SOUTHWEST OF
 DK1889'A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 DK1889'DISK IS STAMPED BOURBON 1957.
 DK1889'
 DK1889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE
 DK1889'TO THE PAVED ROAD.  TURN RIGHT, NORTH, ON THE PAVED ROAD FOR
 DK1889'0.05 MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 DK1889'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DK1889'
 DK1889'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1889
 DK1889                          STATION RECOVERY (1967)
 DK1889
 DK1889'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1889'THE STATION WAS VISITED AND THE STATION R.M. 1 AND R.M. 2
 DK1889'WERE FOUND IN GOOD CONDITION.
 DK1889'
 DK1889'LOCATED IN THE NORTHEAST CORNER OF A MOUND OF DIRT WITH
 DK1889'A LARGE IMPLEMENT SHED BUILT ON IT, APPROXIMATELY 5.2 MILES
 DK1889'NORTHEAST OF ARCOLA, 1.6 MILES SOUTH OF THE VILLAGE OF BURDON
 DK1889'ON LAND OWNED BY JOHN M. DEAN AND COMPANY PLANTATION OF
 DK1889'TRIBBETT IN THE SOUTHWEST 1/4 OF SECTION 23, T 17 N, R 6 W.
 DK1889'
 DK1889'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE,
 DK1889'CONCRETE POST.
 DK1889'
 DK1889'THE STATION DISK IS STAMPED BOURBON (1957) AND IS FLUSH WITH
 DK1889'THE GROUND SURFACE.
 DK1889'
 DK1889'IT IS 132 FEET NORTHWEST OF THE SOUTHEAST CYCLONE FENCE CORNER,
 DK1889'66 FEET SOUTHWEST OF THE NORTHEAST CYCLONE FENCE CORNER AND
 DK1889'17 FEET NORTHEAST OF THE NORTHEAST CORNER OF IMPLEMENT SHED.
 DK1889'
 DK1889'R.M. 1 IS STAMPED BOURBON NO. 1 (1957) AND PROJECTS 4 INCHES.
 DK1889'
 DK1889'IT IS 81 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE,
 DK1889'1 FOOT EAST OF THE SOUTHEAST CORNER OF THE SHED AND 1 FOOT
 DK1889'NORTH OF A METAL WITNESS POST.
 DK1889'
 DK1889'R.M. 2 IS STAMPED BOURBON NO. 2 (1957) AND IS FLUSH WITH THE
 DK1889'GROUND SURFACE.
 DK1889'
 DK1889'IT IS 74 FEET WEST OF THE NORTHEAST CORNER OF THE SHED, 49
 DK1889'FEET SOUTHEAST OF THE CYCLONE FENCE AND 17 FEET SOUTHEAST
 DK1889'OF THE NORTH EDGE OF THE BANK.
 DK1889'
 DK1889'THE AZIMUTH IS APPROXIMATELY 0.5 MILE EAST OF THE STATION, 17
 DK1889'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 16
 DK1889'FEET NORTH OF THE CENTER OF THE DIRT ROAD, 1.5 FEET WEST OF A
 DK1889'POWER POLE AND 1.5 FEET SOUTHWEST OF A WHITE WITNESS POST.
 DK1889'
 DK1889'TO REACH FROM THE U.S. POST OFFICE IN ARCOLA, GO NORTHEAST ON
 DK1889'U.S. HIGHWAY 61 FOR 0.05 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK1889'HIGHWAY 438.  TURN RIGHT (EAST) AND CONTINUE ON MISSISSIPPI
 DK1889'HIGHWAY 438 FOR 4.75 MILES TO A SIDE ROAD LEFT JUST PAST A
 DK1889'SIDE ROAD RIGHT.  TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP
 DK1889'ROAD FOR 2.0 MILES TO A CROSSROADS.  CONTINUE NORTH ON A
 DK1889'BLACKTOP ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 DK1889'(EAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.1 MILE TO
 DK1889'THE MOUND AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2014 ***********************************************************************
 DJ2014  DESIGNATION -  BOWLING
 DJ2014  PID         -  DJ2014
 DJ2014  STATE/COUNTY-  MS/HOLMES
 DJ2014  USGS QUAD   -  BOWLING GREEN (1982)
 DJ2014
 DJ2014                         *CURRENT SURVEY CONTROL
 DJ2014  ___________________________________________________________________
 DJ2014* NAD 83(1993)-  33 09 39.44223(N)    089 52 35.93897(W)     ADJUSTED  
 DJ2014* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 DJ2014  ___________________________________________________________________
 DJ2014  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DJ2014  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DJ2014  HORZ ORDER  -  SECOND
 DJ2014
 DJ2014.The horizontal coordinates were established by classical geodetic methods
 DJ2014.and adjusted by the National Geodetic Survey in May 1994.
 DJ2014
 DJ2014.The orthometric height was scaled from a topographic map.
 DJ2014
 DJ2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2014
 DJ2014.The geoid height was determined by GEOID03.
 DJ2014
 DJ2014;                    North         East     Units Scale Factor Converg.
 DJ2014;SPC MS W     -   405,982.324   742,598.944   MT  0.99997237   +0 14 59.3
 DJ2014;SPC MS W     - 1,331,960.34  2,436,343.37   sFT  0.99997237   +0 14 59.3
 DJ2014;SPC MS E     -   406,374.169   202,678.839   MT  1.00006674   -0 34 14.6
 DJ2014;SPC MS E     - 1,333,245.92    664,955.49   sFT  1.00006674   -0 34 14.6
 DJ2014;UTM  16      - 3,672,816.556   231,718.747   MT  1.00048751   -1 34 28.0
 DJ2014
 DJ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2014!SPC MS W     -   0.99998336  x   0.99997237  =   0.99995573
 DJ2014!SPC MS E     -   0.99998336  x   1.00006674  =   1.00005010
 DJ2014!UTM  16      -   0.99998336  x   1.00048751  =   1.00047086
 DJ2014
 DJ2014:                Primary Azimuth Mark                     Grid Az
 DJ2014:SPC MS W     -  BOWLING AZ MK                            088 30 05.9
 DJ2014:SPC MS E     -  BOWLING AZ MK                            089 19 19.8
 DJ2014:UTM  16      -  BOWLING AZ MK                            090 19 33.2
 DJ2014
 DJ2014|---------------------------------------------------------------------|
 DJ2014| PID    Reference Object                     Distance      Geod. Az  |
 DJ2014|                                                           dddmmss.s |
 DJ2014| CF9911 BOWLING AZ MK                                      0884505.2 |
 DJ2014| CF9912 BOWLING RM 1                         14.960 METERS 13429     |
 DJ2014| DJ2007 DURANT MUNICIPAL TANK               APPROX. 9.2 KM 1675222.6 |
 DJ2014| CF9913 BOWLING RM 2                         15.345 METERS 22148     |
 DJ2014|---------------------------------------------------------------------|
 DJ2014
 DJ2014                          SUPERSEDED SURVEY CONTROL
 DJ2014
 DJ2014  NAD 83(1986)-  33 09 39.45393(N)    089 52 35.93572(W) AD(       ) 2
 DJ2014  NAD 27      -  33 09 38.99540(N)    089 52 35.63420(W) AD(       ) 2
 DJ2014
 DJ2014.Superseded values are not recommended for survey control.
 DJ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2014.See file dsdata.txt to determine how the superseded data were derived.
 DJ2014
 DJ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3171972817(NAD 83)
 DJ2014_MARKER: DS = TRIANGULATION STATION DISK
 DJ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2014+STABILITY: SURFACE MOTION
 DJ2014
 DJ2014  HISTORY     - Date     Condition        Report By
 DJ2014  HISTORY     - 1959     MONUMENTED       CGS
 DJ2014  HISTORY     - 1974     GOOD             MSHD
 DJ2014
 DJ2014                          STATION DESCRIPTION
 DJ2014
 DJ2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2014'STATION IS LOCATED ABOUT 5-3/4 MILES NORTH AND 1-1/4 MILES WEST
 DJ2014'OF DURANT, 2-1/2 MILES EAST AND 1/4 MILE SOUTH OF BOWLING GREEN,
 DJ2014'3-3/4 MILES NORTHWEST OF U.S. HIGHWAY 51, NEAR THE CENTER OF
 DJ2014'SECTION 10, T 15 N, R 4 E, ABOUT 2 FEET LOWER THAN, AND
 DJ2014'EAST-NORTHEAST OF THE HIGHEST POINT OF A BARE TOPPED KNOLL WHICH
 DJ2014'IS THE MOST PROMINENT POINT IN THE VICINITY, AND ON PROPERTY
 DJ2014'OWNED BY MR. LUTHER MARSH.
 DJ2014'
 DJ2014'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 DJ2014'12, AT THE NORTH EDGE OF DURANT, GO NORTH ON HIGHWAY 51 FOR 0.05
 DJ2014'MILE TO A FORK AT THE DURANT MOTEL ON THE LEFT.  TAKE THE LEFT
 DJ2014'FORK, LEAVING HIGHWAY, AND FOLLOW SURFACED ROAD NORTH FOR 0.6
 DJ2014'MILE TO A FORK AT THE END OF THE SURFACING.  TAKE THE RIGHT FORK
 DJ2014'AND CONTINUE NORTHERLY ON GRAVELED ROAD FOR 1.8 MILES TO A SIDE
 DJ2014'ROAD LEFT.  CONTINUE 0.05 MILE TO A FORK.  TAKE THE LEFT FORK
 DJ2014'AND CONTINUE NORTHWESTERLY ON GRAVELED ROAD FOR 1.7 MILES TO A FORK.
 DJ2014'TAKE THE LEFT FORK AND CONTINUE NORTHWESTERLY FOR 2.0 MILES TO A
 DJ2014'T-INTERSECTION.  TURN LEFT AND GO WEST FOR 1.2 MILES TO A DRIVEWAY
 DJ2014'LEFT.  TURN LEFT AND FOLLOW DRIVEWAY SOUTH FOR 0.05 MILE TO A
 DJ2014'HOUSE ON THE LEFT (LUTHER MARSH RESIDENCE).  PASS TO THE EAST OF
 DJ2014'A POND AND FOLLOW TRACK ROAD SOUTHEAST AND SOUTHERLY, PASSING OLD
 DJ2014'HOUSE SITE, FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 DJ2014'TRACK ROAD EAST FOR 0.1 MILE TO A FENCE GAP.  (TO REACH THE
 DJ2014'AZIMUTH MARK FROM HERE, CONTINUE EAST FOR 0.05 MILE TO A DIM FORK.
 DJ2014'TAKE RIGHT FORK AND FOLLOW TRACK ROAD SOUTHEAST AND NORTHEAST
 DJ2014'FOR 0.35 MILE TO A DIM T-INTERSECTION.  TURN LEFT FOR 0.1
 DJ2014'MILE TO A FENCE AND THE MARK ON THE LEFT.) BEAR LEFT AND
 DJ2014'PICK WAY NORTH ALONG THE EAST SIDE OF THE FENCE FOR ABOUT 0.1
 DJ2014'MILE TO THE HIGHEST POINT OF THE RISE AND STATION.
 DJ2014'
 DJ2014'STATION MARKS ARE STANDARD DISKS, STAMPED BOWLING 1959.
 DJ2014'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 DJ2014'INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF
 DJ2014'AN 11 INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.  IT IS
 DJ2014'111 FEET EAST-NORTHEAST OF A CROSS FENCE JUNCTION AND 35 FEET
 DJ2014'NORTH OF AN EAST-WEST FENCE.  A METAL, WITNESS SIGNPOST WAS SET
 DJ2014'2 FEET NORTHWEST OF THE MARK.
 DJ2014'
 DJ2014'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWLING 1959, SET IN
 DJ2014'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 DJ2014'IT IS 135 FEET EAST OF THE FENCE JUNCTION AND 2 FEET SOUTH OF
 DJ2014'THE FENCE.
 DJ2014'
 DJ2014'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOWLING NO 2 1959,
 DJ2014'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 4
 DJ2014'INCHES.  IT IS 67 FEET EAST OF THE FENCE JUNCTION AND 1 FOOT
 DJ2014'SOUTH OF THE FENCE.
 DJ2014'
 DJ2014'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWLING 1959, SET IN
 DJ2014'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES.
 DJ2014'IT IS 62 FEET SOUTH OF THE SOUTH GATEPOST OF A WIRE GATE IN A
 DJ2014'NORTH-SOUTH FENCE, 22 FEET SOUTH OF A LONE 12 INCH PINE TREE
 DJ2014'AND 6 INCHES EAST OF THE FENCE.  A METAL, WITNESS SIGNPOST WAS
 DJ2014'SET 1.4 FEET EAST OF THE MARK.
 DJ2014'
 DJ2014'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 68.67 FT.
 DJ2014'20.929 M.
 DJ2014
 DJ2014                          STATION RECOVERY (1974)
 DJ2014
 DJ2014'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2014'THE STATION WAS VISITED 3-22-74 AND ALL THE MARKS WERE FOUND IN
 DJ2014'GOOD CONDITION.  THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 DJ2014'
 DJ2014'THE STATION IS LOCATED 5.9 MILES SW OF WEST, 6 MILES NW OF DURANT,
 DJ2014'2.5 MILES EAST OF BOWLING GREEN IN THE NW 1/4 OF THE SW 1/4 OF
 DJ2014'SECTION 10, T 15N, R 4E.  IT IS 45 FEET NORTH OF THE CENTER OF A
 DJ2014'TRACK ROAD, 32 FEET NORTH OF A FENCE, 95.5 FEET ENE OF A 15 INCH
 DJ2014'OAK IN A FENCE LINE, 124 FEET SSE OF A LONE 20 INCH OAK, 3 FEET SE
 DJ2014'OF A METAL WITNESS POST AND PROJECTS 8 INCHES.
 DJ2014'
 DJ2014'IT IS A TRIANGULATION DISK, STAMPED BOWLING 1959.
 DJ2014'
 DJ2014'REFERENCE MARK NO 1 IS 49.08 FEET SE OF THE STATION.  IT IS 7 FEET
 DJ2014'NORTH OF THE CENTER OF A TRACK ROAD, 121 FEET EAST OF A 15 INCH
 DJ2014'OAK, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST
 DJ2014'AND PROJECTS 4 INCHES.
 DJ2014'
 DJ2014'IT IS A REFERENCE MARK DISK, STAMPED BOWLING NO 1 1959.
 DJ2014'
 DJ2014'REFERENCE MARK NO 2 IS 50.35 FEET SW OF THE STATION.  IT IS 14 FEET
 DJ2014'NORTH OF THE CENTER OF A TRACK ROAD, 52.5 FEET EAST OF A 15 INCH
 DJ2014'OAK, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST
 DJ2014'AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 DJ2014'BOWLING NO 2 1959.
 DJ2014'
 DJ2014'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 68.67 FEET.
 DJ2014'
 DJ2014'THE AZIMUTH MARK IS 230 PACES EAST OF THE STATION.  IT IS 157 FEET
 DJ2014'NORTH OF A FENCE CORNER, 20.5 FEET SOUTH OF A 15 INCH PINE, 84 FEET
 DJ2014'NNE OF A 20 INCH FORKED OAK, 121 FEET NE OF A 36 INCH OAK, 1 FOOT
 DJ2014'EAST OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST AND PROJECTS 6
 DJ2014'INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED BOWLING 1959.
 DJ2014'
 DJ2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S.
 DJ2014'HIGHWAY 51 JUST SOUTH OF THE DURANT MOTEL AT THE NORTH EDGE OF
 DJ2014'DURANT GO NE ON U.S. HIGHWAY 51 FOR 3 MILES TO A SIDE ROAD LEFT.
 DJ2014'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.2 MILES TO A T
 DJ2014'INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 DJ2014'1.75 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH ON A GRAVELED ROAD
 DJ2014'FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A BLACK
 DJ2014'TOP ROAD CROSSING I-55 FOR 0.8 MILE TO A SIDE ROAD LEFT JUST
 DJ2014'BEYOND A SIDE ROAD RIGHT.  CONTINUE WEST ON A GRAVELED ROAD FOR
 DJ2014'1.25 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 DJ2014'THE DRIVEWAY FOR 100 YARDS TO A HOUSE.  CONTINUE SOUTH AND SE
 DJ2014'ON A WOODS ROAD PASSING ON THE NORTH SIDE OF A SMALL POND FOR
 DJ2014'ABOUT 0.2 MILE TO THE CROSSING OF ANOTHER WOODS ROAD.  CONTINUE
 DJ2014'SOUTH FOR ABOUT 125 YARDS TO THE TOP OF A HILL AND THE BEGINNING OF
 DJ2014'OPEN LAND.  CONTINUE SSE ACROSS OPEN LAND FOR ABOUT 300 YARDS TO
 DJ2014'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 DJ2014'
 DJ2014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.9 MILES
 DJ2014'SW OF WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1498 ***********************************************************************
 BV1498  DESIGNATION -  BOX
 BV1498  PID         -  BV1498
 BV1498  STATE/COUNTY-  MS/PERRY
 BV1498  USGS QUAD   -  BEAUMONT (1982)
 BV1498
 BV1498                         *CURRENT SURVEY CONTROL
 BV1498  ___________________________________________________________________
 BV1498* NAD 83(1993)-  31 09 44.14209(N)    088 54 17.90450(W)     ADJUSTED  
 BV1498* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 BV1498  ___________________________________________________________________
 BV1498  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BV1498  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BV1498  HORZ ORDER  -  SECOND
 BV1498
 BV1498.The horizontal coordinates were established by classical geodetic methods
 BV1498.and adjusted by the National Geodetic Survey in May 1994.
 BV1498
 BV1498.The orthometric height was scaled from a topographic map.
 BV1498
 BV1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1498
 BV1498.The geoid height was determined by GEOID03.
 BV1498
 BV1498;                    North         East     Units Scale Factor Converg.
 BV1498;SPC MS E     -   184,268.136   293,170.015   MT  0.99995058   -0 02 13.5
 BV1498;SPC MS E     -   604,553.04    961,841.96   sFT  0.99995058   -0 02 13.5
 BV1498;UTM  16      - 3,449,147.091   318,432.696   MT  1.00000665   -0 59 09.7
 BV1498
 BV1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1498!SPC MS E     -   0.99999976  x   0.99995058  =   0.99995034
 BV1498!UTM  16      -   0.99999976  x   1.00000665  =   1.00000641
 BV1498
 BV1498|---------------------------------------------------------------------|
 BV1498| PID    Reference Object                     Distance      Geod. Az  |
 BV1498|                                                           dddmmss.s |
 BV1498| CF9914 BOX RM 1                             17.810 METERS 19416     |
 BV1498| CF9915 BOX RM 2                             20.790 METERS 26142     |
 BV1498|---------------------------------------------------------------------|
 BV1498
 BV1498                          SUPERSEDED SURVEY CONTROL
 BV1498
 BV1498  NAD 83(1993)-  31 09 44.15377(N)    088 54 17.89913(W) AD(       ) 2
 BV1498  NAD 83(1986)-  31 09 44.15731(N)    088 54 17.90369(W) AD(       ) 2
 BV1498  NAD 27      -  31 09 43.50800(N)    088 54 17.75300(W) AD(       ) 2
 BV1498
 BV1498.Superseded values are not recommended for survey control.
 BV1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1498.See file dsdata.txt to determine how the superseded data were derived.
 BV1498
 BV1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1843349147(NAD 83)
 BV1498_MARKER: DS = TRIANGULATION STATION DISK
 BV1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1498
 BV1498  HISTORY     - Date     Condition        Report By
 BV1498  HISTORY     - 1921     MONUMENTED       CGS
 BV1498  HISTORY     - 1956     GOOD             LOCSUR
 BV1498  HISTORY     - 1964     GOOD             LOCSUR
 BV1498  HISTORY     - 1966     MARK NOT FOUND   MSHD
 BV1498
 BV1498                          STATION DESCRIPTION
 BV1498
 BV1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1498'STATION IS 1-1/4 MILES S OF BEAUMONT ON E (RIGHT) SIDE OF TRACK, ON
 BV1498'EXTENSION OF BACK TANGENT OF E (RIGHT) RAIL, 125 METERS NE OF
 BV1498'MILEPOST 68, AND 60 METERS SE OF SIGN YARD LIMIT (S) FOR BEAUMONT,
 BV1498'STATION ON WOODED HILLSIDE S OF TRACK, 30.06 METERS (98.62 FEET) E
 BV1498'OF E AND NEAREST RAIL.
 BV1498'
 BV1498'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1498'SET IN CONCRETE.
 BV1498'
 BV1498'REFERENCE MARKS ARE ON SAME E SIDE OF TRACK 0.2 METER W OF E FENCE
 BV1498'LINE.
 BV1498
 BV1498                          STATION RECOVERY (1956)
 BV1498
 BV1498'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (SAM)
 BV1498'LETTER OF MR. SIDNEY A. MEEKS, 1442 LEE STREET, LAUREL, MISS., DATED
 BV1498'JULY 4, 1956--
 BV1498'
 BV1498'STATION MARK IS IN GOOD CONDITION. REFERENCE MARKS ARE LOST.
 BV1498
 BV1498                          STATION RECOVERY (1964)
 BV1498
 BV1498'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (SAM)
 BV1498'$
 BV1498'STATION MARK FOUND IN EXCELLENT CONDITION, HOWEVER NO REFERENCE MARKS
 BV1498'COULD BE FOUND.
 BV1498
 BV1498                          STATION RECOVERY (1966)
 BV1498
 BV1498'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1498'THE STATION SITE WAS VISITED 2-8-66 AND THE STATION WAS NOT FOUND.
 BV1498'
 BV1498'LOCATED 1.25 MILES SOUTH OF BEAUMONT ON THE EAST SIDE OF THE TRACK
 BV1498'ON THE EXTENSION OF THE BACK TANGENT OF THE EAST RAIL.
 BV1498'
 BV1498'IT IS 125 METERS NORTHEAST OF MILEPOST 68 AND 60 METERS SOUTHEAST OF
 BV1498'YARD LIMIT (5) FOR BEAUMONT STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2009 ***********************************************************************
 DJ2009  DESIGNATION -  BOX
 DJ2009  PID         -  DJ2009
 DJ2009  STATE/COUNTY-  MS/HOLMES
 DJ2009  USGS QUAD   -  OWENS WELLS (1982)
 DJ2009
 DJ2009                         *CURRENT SURVEY CONTROL
 DJ2009  ___________________________________________________________________
 DJ2009* NAD 83(1993)-  33 00 43.56802(N)    089 56 34.61022(W)     ADJUSTED  
 DJ2009* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 DJ2009  ___________________________________________________________________
 DJ2009  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DJ2009  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DJ2009  HORZ ORDER  -  SECOND
 DJ2009
 DJ2009.The horizontal coordinates were established by classical geodetic methods
 DJ2009.and adjusted by the National Geodetic Survey in May 1994.
 DJ2009
 DJ2009.The orthometric height was scaled from a topographic map.
 DJ2009
 DJ2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2009
 DJ2009.The geoid height was determined by GEOID03.
 DJ2009
 DJ2009;                    North         East     Units Scale Factor Converg.
 DJ2009;SPC MS W     -   389,449.192   736,476.142   MT  0.99996640   +0 12 45.7
 DJ2009;SPC MS W     - 1,277,717.89  2,416,255.48   sFT  0.99996640   +0 12 45.7
 DJ2009;SPC MS E     -   389,928.503   196,319.698   MT  1.00008249   -0 36 16.5
 DJ2009;SPC MS E     - 1,279,290.43    644,092.21   sFT  1.00008249   -0 36 16.5
 DJ2009;UTM  16      - 3,656,477.474   225,070.167   MT  1.00053208   -1 36 15.7
 DJ2009;UTM  15      - 3,656,781.956   785,593.613   MT  1.00060580   +1 39 60.0
 DJ2009
 DJ2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2009!SPC MS W     -   0.99998809  x   0.99996640  =   0.99995449
 DJ2009!SPC MS E     -   0.99998809  x   1.00008249  =   1.00007058
 DJ2009!UTM  16      -   0.99998809  x   1.00053208  =   1.00052016
 DJ2009!UTM  15      -   0.99998809  x   1.00060580  =   1.00059388
 DJ2009
 DJ2009|---------------------------------------------------------------------|
 DJ2009| PID    Reference Object                     Distance      Geod. Az  |
 DJ2009|                                                           dddmmss.s |
 DJ2009| CF9921 BOX RM 2                             37.441 METERS 06722     |
 DJ2009| CO1453 GOODMAN MUNICIPAL TANK              APPROX. 5.6 KM 1480540.8 |
 DJ2009| CF9919 BOX AZ MK                                          1704955.2 |
 DJ2009| CP2513 SOUTHERN NATL GAS CO RAD MAST       APPROX.17.1 KM 2060004.7 |
 DJ2009| CP2507 TEXAS E TRANSM CORP MICROWAVE       APPROX.13.1 KM 2133932.2 |
 DJ2009| CF9920 BOX RM 1                             27.950 METERS 35435     |
 DJ2009|---------------------------------------------------------------------|
 DJ2009
 DJ2009                          SUPERSEDED SURVEY CONTROL
 DJ2009
 DJ2009  NAD 83(1986)-  33 00 43.57995(N)    089 56 34.60696(W) AD(       ) 2
 DJ2009  NAD 27      -  33 00 43.11560(N)    089 56 34.30180(W) AD(       ) 2
 DJ2009
 DJ2009.Superseded values are not recommended for survey control.
 DJ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2009.See file dsdata.txt to determine how the superseded data were derived.
 DJ2009
 DJ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2507056477(NAD 83)
 DJ2009_MARKER: DS = TRIANGULATION STATION DISK
 DJ2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2009+STABILITY: SURFACE MOTION
 DJ2009
 DJ2009  HISTORY     - Date     Condition        Report By
 DJ2009  HISTORY     - 1958     MONUMENTED       CGS
 DJ2009  HISTORY     - 1972     GOOD             MSHD
 DJ2009
 DJ2009                          STATION DESCRIPTION
 DJ2009
 DJ2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ2009'STATION IS ABOUT 8 MILES SOUTHEAST OF LEXINGTON, 5-1/2 MILES
 DJ2009'SOUTHWEST OF DURANT AND 3 MILES NORTHWEST OF GOODMAN, NEAR THE
 DJ2009'LINE BETWEEN SECTIONS 1 AND 36, AND NEAR THE LINE BETWEEN T 13 N
 DJ2009'AND T 14 N, R 3 E.  IT IS ON LAND OWNED BY MR. RAIF KILLEBREW.
 DJ2009'
 DJ2009'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 DJ2009'14 IN THE WESTERN EDGE OF GOODMAN, GO WEST ON STATE HIGHWAY 14
 DJ2009'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, ON GRADED ROAD
 DJ2009'NORTHWESTERLY FOR 0.6 MILE TO FORKS, TAKE RIGHT FORK AND
 DJ2009'CONTINUE NORTHWESTERLY FOR 2.65 MILES TO CROSS ROADS, TURN SHARP
 DJ2009'RIGHT, EASTERLY ON GRADED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK
 DJ2009'ON THE LEFT.  CONTINUE ON GRADED ROAD FOR 0.4 MILE TO A SIDE
 DJ2009'ROAD LEFT, TURN LEFT, ON TRACK ROAD FOR 0.1 MILE TO THE HIGHEST
 DJ2009'POINT OF THE HILL AND THE STATION ON THE LEFT.
 DJ2009'
 DJ2009'STATION MARKS ARE STANDARD DISKS, STAMPED BOX 1958.  SURFACE MARK
 DJ2009'IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 DJ2009'6 INCHES.  IT IS 107 FEET SOUTH OF A TRACK ROAD CENTER, 92 FEET
 DJ2009'SOUTH OF AN EAST-WEST FENCE LINE, 17 FEET EAST OF A NORTH-SOUTH
 DJ2009'FENCE LINE AND 94 FEET SOUTH-SOUTHEAST OF A FENCE CORNER.  A
 DJ2009'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 DJ2009'
 DJ2009'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOX NO 1 1958, SET
 DJ2009'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 DJ2009'IT IS 18 FEET SOUTH OF THE TRACK ROAD CENTER, 4 FEET SOUTHEAST OF
 DJ2009'THE FENCE CORNER, 3 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 2
 DJ2009'FEET SOUTH OF THE EAST-WEST FENCE LINE.
 DJ2009'
 DJ2009'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOX NO 2 1958, SET
 DJ2009'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DJ2009'IT IS 134 FEET EAST OF THE FENCE CORNER, 13 FEET SOUTH OF THE
 DJ2009'TRACK ROAD CENTER AND 2 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 DJ2009'
 DJ2009'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOX 1958, SET IN THE TOP
 DJ2009'OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 47
 DJ2009'FEET SOUTHWEST OF A POWERLINE POLE, 15 FEET NORTHWEST OF A GRADED
 DJ2009'ROAD CENTER AND 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 DJ2009'4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE
 DJ2009'MARK.
 DJ2009'
 DJ2009'HEIGHT OF LIGHT ABOVE MARK 26 METERS.
 DJ2009
 DJ2009                          STATION RECOVERY (1972)
 DJ2009
 DJ2009'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DJ2009'THE STATION WAS VISITED 10-4-72 AND THE STATION MARK, RM NO 1, RM NO
 DJ2009'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DJ2009'MARK IS VISIBLE FROM THE STATION.
 DJ2009'
 DJ2009'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF GOODMAN JUST SOUTH OF
 DJ2009'THE NORTHWEST CORNER OF A CULTIVATED FIELD NEAR THE WEST EDGE, 3.7
 DJ2009'MILES SOUTHEAST OF THE COMMUNITY OF FRANKLIN NEAR THE CENTER OF THE
 DJ2009'SOUTH SIDE OF SECTION 36, T 14N, R 3E AND ON THE PROPERTY OF MR.
 DJ2009'RALF KILLEBREW.  IT IS 107 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 DJ2009'89 FEET SOUTH OF A EAST-WEST FENCE LINE, 89 FEET SOUTH OF A 10
 DJ2009'INCH CEDAR, 93 FEET SOUTH-SOUTHEAST OF A T FENCE CORNER AND
 DJ2009'16.5 FEET EAST OF A METAL WITNESS POST IN A NORTH-SOUTH FENCE
 DJ2009'LINE.
 DJ2009'
 DJ2009'IT IS A TRIANGULATION DISK, STAMPED BOX 1958 PROJECTING 4 INCHES.
 DJ2009'
 DJ2009'REFERENCE MARK DISK NO 1 IS 91.70 FEET NORTH OF THE STATION.  IT IS
 DJ2009'20 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 41 FEET WEST OF A 10
 DJ2009'INCH CEDAR, 3 FEET EAST OF A T FENCE CORNER AND 1 FOOT SOUTH OF A
 DJ2009'METAL WITNESS POST IN A FENCE LINE.  IT IS A REFERENCE MARK DISK,
 DJ2009'STAMPED BOX NO 1 1958 PROJECTING 6 INCHES.
 DJ2009'
 DJ2009'REFERENCE MARK NO 2 IS 122.84 FEET NORTHEAST OF THE STATION.  IT IS
 DJ2009'14 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 132 FEET EAST OF A T
 DJ2009'FENCE CORNER, 89 FEET EAST OF A 10 INCH CEDAR, 3 FEET SOUTH OF A
 DJ2009'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 DJ2009'REFERENCE MARK DISK, STAMPED BOX NO 2 1958 PROJECTING 3
 DJ2009'INCHES.
 DJ2009'
 DJ2009'THE AZIMUTH MARK IS 0.4 MILES SOUTH OF THE STATION.  IT IS 16 FEET
 DJ2009'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 46.5 FEET SOUTHWEST OF A
 DJ2009'TELEPHONE POLE WITH A GUY WIRE, 26 FEET SOUTHEAST OF A ROW OF
 DJ2009'POLES, 1 FOOT SOUTHEAST OF A FENCE AND 1 FOOT NORTHWEST OF A METAL
 DJ2009'WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED BOX 1958
 DJ2009'PROJECTING 6 INCHES.
 DJ2009'
 DJ2009'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 14 AND
 DJ2009'U.S. HIGHWAY 51 IN GOODMAN GO NORTHWEST ON STATE HIGHWAY 14 FOR 0.3
 DJ2009'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON A BLACK
 DJ2009'TOP ROAD FOR 3.1 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING
 DJ2009'I-55.  TURN RIGHT AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.65
 DJ2009'MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING A CURVE.
 DJ2009'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.4 MILES TO A TRACK
 DJ2009'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A TRACK ROAD FOR 0.1
 DJ2009'MILES TO A T FENCE CORNER AND THE STATION ON THE LEFT.
 DJ2009'
 DJ2009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DJ2009'NORTHWEST OF GOODMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0645 ***********************************************************************
 DK0645  DESIGNATION -  BOYLE
 DK0645  PID         -  DK0645
 DK0645  STATE/COUNTY-  MS/BOLIVAR
 DK0645  USGS QUAD   -  CLEVELAND (1966)
 DK0645
 DK0645                         *CURRENT SURVEY CONTROL
 DK0645  ___________________________________________________________________
 DK0645* NAD 83(1993)-  33 42 02.60025(N)    090 43 30.80301(W)     ADJUSTED  
 DK0645* NAVD 88     -        42.323  (meters)     138.85   (feet)  ADJUSTED  
 DK0645  ___________________________________________________________________
 DK0645  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DK0645  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0645  DYNAMIC HT  -          42.279 (meters)     138.71  (feet)  COMP
 DK0645  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 DK0645
 DK0645  HORZ ORDER  -  SECOND
 DK0645  VERT ORDER  -  SECOND    CLASS 0
 DK0645
 DK0645.The horizontal coordinates were established by classical geodetic methods
 DK0645.and adjusted by the National Geodetic Survey in May 1994.
 DK0645
 DK0645.The orthometric height was determined by differential leveling
 DK0645.and adjusted in June 1991.
 DK0645
 DK0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0645
 DK0645.The geoid height was determined by GEOID03.
 DK0645
 DK0645.The dynamic height is computed by dividing the NAVD 88
 DK0645.geopotential number by the normal gravity value computed on the
 DK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0645.degrees latitude (g = 980.6199 gals.).
 DK0645
 DK0645.The modeled gravity was interpolated from observed gravity values.
 DK0645
 DK0645;                    North         East     Units Scale Factor Converg.
 DK0645;SPC MS W     -   465,822.025   663,670.585   MT  0.99996626   -0 13 02.8
 DK0645;SPC MS W     - 1,528,284.43  2,177,392.58   sFT  0.99996626   -0 13 02.8
 DK0645;UTM  15      - 3,731,296.348   710,826.012   MT  1.00014798   +1 15 45.5
 DK0645
 DK0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0645!SPC MS W     -   0.99999752  x   0.99996626  =   0.99996378
 DK0645!UTM  15      -   0.99999752  x   1.00014798  =   1.00014550
 DK0645
 DK0645:                Primary Azimuth Mark                     Grid Az
 DK0645:SPC MS W     -  BOYLE AZ MK                              103 29 56.9
 DK0645:UTM  15      -  BOYLE AZ MK                              102 01 08.6
 DK0645
 DK0645|---------------------------------------------------------------------|
 DK0645| PID    Reference Object                     Distance      Geod. Az  |
 DK0645|                                                           dddmmss.s |
 DK0645| DK0640 BOYLE AZ MK                                        1031654.1 |
 DK0645| DK0646 BOYLE RM 1                           46.732 METERS 17031     |
 DK0645| DK0644 BOYLE RM 2                           40.136 METERS 28517     |
 DK0645|---------------------------------------------------------------------|
 DK0645
 DK0645                          SUPERSEDED SURVEY CONTROL
 DK0645
 DK0645  NAD 83(1986)-  33 42 02.61006(N)    090 43 30.79962(W) AD(       ) 2
 DK0645  NAD 27      -  33 42 02.19980(N)    090 43 30.45440(W) AD(       ) 2
 DK0645  NGVD 29 (??/??/??)   42.442  (m)          139.25   (f) ADJUSTED    2 0
 DK0645
 DK0645.Superseded values are not recommended for survey control.
 DK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0645.See file dsdata.txt to determine how the superseded data were derived.
 DK0645
 DK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1082631296(NAD 83)
 DK0645_MARKER: DS = TRIANGULATION STATION DISK
 DK0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0645_STAMPING: BOYLE 1957
 DK0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0645+STABILITY: SURFACE MOTION
 DK0645
 DK0645  HISTORY     - Date     Condition        Report By
 DK0645  HISTORY     - 1957     MONUMENTED       CGS
 DK0645  HISTORY     - 1957     GOOD             CGS
 DK0645  HISTORY     - 1971     GOOD             NGS
 DK0645  HISTORY     - 1974     MARK NOT FOUND   MSU
 DK0645  HISTORY     - 1980     POOR             NGS
 DK0645  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 DK0645
 DK0645                          STATION DESCRIPTION
 DK0645
 DK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK0645'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE BOYLE
 DK0645'CONSOLIDATED SCHOOL GROUNDS, IN SECTION 4, T 21 N, R 5 W,
 DK0645'IN THE SOUTHEASTERN PART OF THE TOWN OF BOYLE.
 DK0645'
 DK0645'TO REACH THE STATION FROM THE POST OFFICE IN BOYLE, GO SOUTH
 DK0645'ALONG THE EAST SIDE OF RAILROAD TRACKS FOR 0.2 MILE TO A CROSS
 DK0645'STREET, TURN LEFT, EAST, FOR 0.1 MILE TO A SIDE STREET
 DK0645'LEFT AND THE STATION ON THE RIGHT IN THE SCHOOL YARD.
 DK0645'
 DK0645'STATION MARKS ARE STANDARD DISKS STAMPED BOYLE 1957.
 DK0645'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS
 DK0645'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 209 FEET
 DK0645'NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 55
 DK0645'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 49 FEET WEST
 DK0645'OF THE CENTER OF THE SCHOOL DRIVEWAY AND 19 FEET NORTH OF
 DK0645'THE NORTH EDGE OF A BLACKTOP TENNIS COURT.  THE UNDERGROUND
 DK0645'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 DK0645'THE SURFACE OF THE GROUND.
 DK0645'
 DK0645'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOYLE NO 1 1957,
 DK0645'SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DK0645'OF THE GROUND.  IT IS 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 DK0645'THE SCHOOL BUILDING, 32 FEET WEST OF THE CENTER OF THE SCHOOL
 DK0645'DRIVEWAY AND 37 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DK0645'BLACKTOP TENNIS COURT.
 DK0645'
 DK0645'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOYLE NO 2
 DK0645'1957, SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DK0645'OF THE GROUND.  IT IS 60 FEET SOUTHWEST OF A FIRE HYDRANT, 28
 DK0645'FEET SOUTH OF THE CENTER OF A PAVED STREET AND 70 FEET
 DK0645'WEST OF THE EXTENDED CENTER OF A STREET RUNNING NORTH.
 DK0645'
 DK0645'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOYLE 1957, SET IN
 DK0645'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 56 FEET
 DK0645'WEST OF THE CENTER LINE OF U.S. HIGHWAY 61 AND 2 FEET NORTH
 DK0645'OF A POWER POLE WITH SEVERAL SMALL TRANSFORMERS.  A STANDARD
 DK0645'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 DK0645'
 DK0645'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 DK0645'61 AND STATE HIGHWAY 446 JUST EAST OF BOYLE, GO SOUTH ON
 DK0645'U.S. HIGHWAY 61 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DK0645'
 DK0645'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK0645
 DK0645                          STATION RECOVERY (1957)
 DK0645
 DK0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 DK0645'IN BOYLE.
 DK0645'AT BOYLE, ABOUT 0.2 MILE SOUTH ALONG STREETS FROM THE CROSSING OF
 DK0645'STATE HIGHWAY 446 AND THE ILLINOIS CENTRAL RAILROAD, IN SECTION 4, T
 DK0645'21 N, R 5 W, IN THE NORTHEAST CORNER OF SCHOOL YARD, 53 FEET SOUTH OF
 DK0645'CENTER LINE OF AN EAST-WEST STREET, 51 FEET WEST OF CENTER LINE OF A
 DK0645'NORTH-SOUTH STREET, 209 FEET NORTH OF NORTHEAST CORNER OF NEW EAST
 DK0645'BRICK WING OF SCHOOL BUILDING, 28 FEET SOUTH-SOUTHWEST OF AN 18-INCH
 DK0645'OAK TREE, 114.8 FEET SOUTHEAST AND ACROSS STREET FROM A FIRE HYDRANT,
 DK0645'153.3 FEET NORTH-NORTHWEST OF RM NO. 1, 131.7 FEET EAST OF RM NO. 2,
 DK0645'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 DK0645
 DK0645                          STATION RECOVERY (1971)
 DK0645
 DK0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DK0645'THE STATION WAS VISITED 7-22-71 AND THE STATION REFERENCE
 DK0645'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DK0645'THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A 3-FOOT
 DK0645'TREE AT THE EAST SIDE OF THE SCHOOL GROUNDS.  REFERENCE MARK
 DK0645'NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS
 DK0645'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK0645'
 DK0645'THE STATION IS LOCATED IN THE SOUTH EDGE OF BOYLE, AT THE
 DK0645'NORTHEAST CORNER OF THE SCHOOL YARD OF THE BOYLE CONSOLIDATED
 DK0645'SCHOOL, IN SECTION 4 T 21 N., R 5 W., IT IS 60 FEET SOUTH OF THE
 DK0645'CENTER OF THE STREET, 52 FEET WEST OF THE CENTER OF THE STREET,
 DK0645'53 FEET EAST OF THE PROJECTED CENTER OF THE STREET LEADING
 DK0645'NORTH, 209 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL
 DK0645'BUILDING, 9 FEET EAST OF THE PROJECTED PLANE OF THE EAST
 DK0645'WALL OF THE SCHOOL BUILDING, 70.5 FEET SOUTHWEST OF A 4-FOOT
 DK0645'OAK TREE, 28.5 FEET SOUTHEAST OF A 24-INCH OAK TREE, 27
 DK0645'FEET SOUTH-SOUTHWEST OF A 24 INCH OAK TREE AND 26 FEET
 DK0645'SOUTHWEST OF A 2-FOOT OAK TREE.  IT IS A TRIANGULATATION
 DK0645'STATION DISK STAMPED BOYLE 1957, PROJECTING 3 INCHES.
 DK0645'
 DK0645'REFERENCE MARK NO. 1 IS 153.32 FEET SOUTH OF THE STATION,
 DK0645'66 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 DK0645'32.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET,
 DK0645'64.5 FEET NORTHWEST OF A POWER POLE, 33 FEET EAST OF THE
 DK0645'PROJECTED PLANE OF THE EAST WALL OF THE SCHOOL BUILDING.
 DK0645'IT IS A REFERENCE MARK DISK, STAMPED BOYLE NO 1 1957, 2
 DK0645'INCHES BELOW THE SURFACE OF THE GROUND.
 DK0645'
 DK0645'REFERENCE MARK NO. 3 IS 138.08 FEET WEST-NORTHWEST OF THE
 DK0645'STATION.  IT IS 47.5 FEET SOUTH OF THE CENTER OF THE STREET,
 DK0645'82 FEET WEST OF THE PROJECTED CENTERLINE OF THE STREET LEADING
 DK0645'NORTH, 119 FEET WEST OF AN 18-INCH OAK TREE, 73.5 FEET SOUTHWEST
 DK0645'OF A FIRE PLUG AND ON THE PROJECTED PLANE OF THE EAST WALL
 DK0645'OF THE 3-STORY SECTION OF THE SCHOOL HOUSE.  IT IS A
 DK0645'REFERENCE MARK DISK CRIMPED ON THE TOP OF A 3-FOOT SECTION OF
 DK0645'COPPER WELD ROD FASTENED TO A 10-INCH SQUARE IRON PLATE
 DK0645'ENCASED IN A 4-INCH ROUND ORANGEBURG PIPE SUPPORTED WITH
 DK0645'CONCRETE.
 DK0645'
 DK0645'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 56 FEET
 DK0645'WEST OF THE CENTER OF U.S. HIGHWAY 61, 0.3 MILE SOUTH OF ITS
 DK0645'JUNCTION WITH STATE HIGHWAY 446, 2 FEET NORTH OF A POWER
 DK0645'POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS
 DK0645'AN AZIMUTH MARK DISK STAMPED BOYKE 1957, FLUSH WITH THE
 DK0645'GROUND.
 DK0645'
 DK0645'TO REACH THE STATION FROM THE POST OFFICE AT BOYLE, GO SOUTH
 DK0645'ALONG THE EAST SIDE OF THE RAILROAD TRACKS FOR 0.25 MILE, TURN
 DK0645'LEFT AND GO EAST FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 DK0645
 DK0645                          STATION RECOVERY (1974)
 DK0645
 DK0645'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (JH)
 DK0645'BOYLE 1957 COVERED OR DESTROYED BY ASPHALT PARKING LOT.
 DK0645'
 DK0645'BOYLE NO. 1 1957 RECOVERED GOOD.
 DK0645'
 DK0645'BOYLE NO. 2 1957 DESTROYED - POST PUSHED OVER WITH DISK MISSING.
 DK0645'
 DK0645'BOYLE 1957 (AZ MK) RECOVERED GOOD.
 DK0645
 DK0645                          STATION RECOVERY (1980)
 DK0645
 DK0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RB)
 DK0645'THE STATION WAS VISITED 4-5-80 AND REFERENCE MARK NO 3 AND THE
 DK0645'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A DBST PARKING LOT HAS
 DK0645'BEEN PLACED AROUND REFERENCE MARK NO 1 AND OVER THE STATION.  BOTH
 DK0645'MARKS WERE FOUND AND NEITHER APPEARED TO HAVE BEEN DISTURBED.  A
 DK0645'NEW DESCRIPTION FOLLOWS--
 DK0645'
 DK0645'THE STATION IS LOCATED 3 MILES SOUTH OF CLEVELAND, IN THE SOUTH EDGE
 DK0645'OF BOYLE, NEAR THE CENTER OF THE NW 1/4 OF SECTION 4, T21N, R5W, AT
 DK0645'THE NORTH EDGE OF THE GROUNDS OF BAYOU ACADEMY, 208.8 FEET NORTH OF
 DK0645'THE NORTHEAST CORNER AND 9 FEET EAST OF THE PROJECTED EAST WALL OF
 DK0645'THE GYM, 114.5 FEET SOUTHEAST OF A FIRE HYDRANT, 65 FEET WEST OF A
 DK0645'POWER POLE WITH DOUBLE GUYS, 58 FEET SOUTH OF PULASKI STREET, 50
 DK0645'FEET WEST OF THE SCHOOL DRIVE AND 33.2 FEET WEST OF A 4-INCH BY
 DK0645'4-FOOT STEEL GATE POST.  IT IS A STANDARD DISK, STAMPED BOYLE
 DK0645'1957, SET IN A CONCRETE POST 4 INCHES BELOW THE ASPHALT
 DK0645'SURFACE OF A PARKING LOT.  A 3 X 6 INCH HOLE WAS CHIPPED THROUGH
 DK0645'THE ASPHALT FOR ACCESS.
 DK0645'
 DK0645'REFERENCE MARK NO. 1 IS 66 FEET NORTHEAST OF THE NORTHEAST CORNER AND
 DK0645'33 FEET EAST OF THE PROJECTED EAST WALL OF THE GYM, 32 FEET WEST OF
 DK0645'THE SCHOOL DRIVE, AND 65 FEET NORTHWEST OF A POWER POLE.  IT IS A
 DK0645'STANDARD DISK, STAMPED BOYLE NO 1 1957, SET IN A CONCRETE POST
 DK0645'PROJECTING 1 INCH ABOVE THE ASPHALT SURFACE OF THE PARKING LOT.
 DK0645'
 DK0645'REFERENCE MARK NO. 3 IS 248 FEET NORTH OF THE NORTHWEST CORNER AND
 DK0645'ON THE PROJECTED EAST WALL OF THE 3-STORY SECTION OF THE SCHOOL, 121
 DK0645'FEET WEST OF A 24-INCH OAK, 76 FEET WEST OF THE PROJECTED
 DK0645'CENTERLINE OF SOBESKI STREET LEADING NORTH, 73.2 FEET SOUTHWEST OF
 DK0645'A FIRE HYDRANT, 36 FEET SOUTH OF PULASKI STREET AND 1.2 FEET SOUTH
 DK0645'OF A STEEL CABLE SURROUNDING THE SCHOOL GROUNDS.  IT IS A STANDARD
 DK0645'DISK, STAMPED BOYLE 1957 NO 3 1971, CRIMPED TO ROD AND SURROUNDED
 DK0645'BY ORANGEBURG PIPE AND CONCRETE FLUSH WITH THE GROUND.
 DK0645'
 DK0645'AZIMUTH MARK IS 56 FEET WEST OF U.S. HIGHWAY 61, 2 FEET NORTH OF THE
 DK0645'SIXTH POWER POLE SOUTH OF HIGHWAY 446, AND 1 FOOT SOUTH OF A METAL
 DK0645'WITNESS POST.  IT IS A STANDARD DISK, STAMPED BOYLE 1957, SET IN
 DK0645'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 DK0645'
 DK0645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND MS
 DK0645'HIGHWAY 446 AT THE EAST EDGE OF BOYLE, GO WEST ALONG HIGHWAY 446 FOR
 DK0645'0.4 MILE TO LAST STREET BEFORE CROSSING RAILROAD, TURN LEFT AND GO
 DK0645'SOUTH ALONG EAST SIDE OF RAILROAD FOR 3 BLOCKS (0.2 MILE) TO CROSS
 DK0645'STREET, TURN LEFT AND GO EAST ON PULASKI STREET FOR 0.1 MILE TO
 DK0645'THE STATION ON THE RIGHT.
 DK0645'
 DK0645'TO REACH THE AZIMUTH MARK FROM THIS JUNCTION, GO SOUTH ALONG U.S.
 DK0645'HIGHWAY 61 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 DK0645'
 DK0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOYLE.
 DK0645
 DK0645                          STATION RECOVERY (1981)
 DK0645
 DK0645'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0640 ***********************************************************************
 DK0640  DESIGNATION -  BOYLE AZ MK
 DK0640  PID         -  DK0640
 DK0640  STATE/COUNTY-  MS/BOLIVAR
 DK0640  USGS QUAD   -  CLEVELAND (1966)
 DK0640
 DK0640                         *CURRENT SURVEY CONTROL
 DK0640  ___________________________________________________________________
 DK0640* NAD 83(1986)-  33 41 58.     (N)    090 43 10.     (W)     SCALED    
 DK0640* NAVD 88     -        41.722  (meters)     136.88   (feet)  ADJUSTED  
 DK0640  ___________________________________________________________________
 DK0640  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0640  DYNAMIC HT  -          41.680 (meters)     136.75  (feet)  COMP
 DK0640  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DK0640
 DK0640  VERT ORDER  -  SECOND    CLASS II
 DK0640
 DK0640.The horizontal coordinates were scaled from a topographic map and have
 DK0640.an estimated accuracy of +/- 6 seconds.
 DK0640
 DK0640.The orthometric height was determined by differential leveling
 DK0640.and adjusted in June 1991.
 DK0640
 DK0640.The geoid height was determined by GEOID03.
 DK0640
 DK0640.The dynamic height is computed by dividing the NAVD 88
 DK0640.geopotential number by the normal gravity value computed on the
 DK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0640.degrees latitude (g = 980.6199 gals.).
 DK0640
 DK0640.The modeled gravity was interpolated from observed gravity values.
 DK0640
 DK0640;                    North         East    Units  Estimated Accuracy
 DK0640;SPC MS W     -   465,680.      664,210.      MT  (+/- 180 meters Scaled)
 DK0640
 DK0640                          SUPERSEDED SURVEY CONTROL
 DK0640
 DK0640  NGVD 29 (??/??/??)   41.841  (m)          137.27   (f) ADJUSTED    2 2
 DK0640
 DK0640.Superseded values are not recommended for survey control.
 DK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0640.See file dsdata.txt to determine how the superseded data were derived.
 DK0640
 DK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT113311(NAD 83)
 DK0640_MARKER: DZ = AZIMUTH MARK DISK
 DK0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0640_STAMPING: BOYLE 1957
 DK0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0640+STABILITY: SURFACE MOTION
 DK0640
 DK0640  HISTORY     - Date     Condition        Report By
 DK0640  HISTORY     - 1957     MONUMENTED       CGS
 DK0640  HISTORY     - 1972     GOOD             MSHD
 DK0640  HISTORY     - 19811001 GOOD             MSSU
 DK0640
 DK0640                          STATION DESCRIPTION
 DK0640
 DK0640'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0640'0.3 MI SE FROM BOYLE.
 DK0640'THE MARK IS LOCATED 0.3 MILES SOUTHEAST OF BOYLE ON THE WEST ROW OF
 DK0640'U.S. HIGHWAY 61, 2.8 MILES SOUTH OF CLEVELAND IN THE NORTHWEST 1/4 OF
 DK0640'SECTION 4, T 21N, R 5W.  IT IS 56.5 FEET WEST OF THE CENTER OF HIGHWAY
 DK0640'61, 171 FEET SOUTHWEST AND ON THE OPPOSITE SIDE OF THE HIGHWAY FROM A
 DK0640'POWER POLE, 7 FEET NORTH OF ANOTHER POWER POLE, 1 FOOT SOUTH OF A
 DK0640'METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 DK0640'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 DK0640'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 DK0640'HIGHWAY 446 AT THE EAST EDGE OF BOYLE GO SOUTH ON U.S. HIGHWAY 61 FOR
 DK0640'0.3 MILES TO THE MARK ON THE RIGHT.
 DK0640
 DK0640                          STATION RECOVERY (1981)
 DK0640
 DK0640'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1952 ***********************************************************************
 DK1952  DESIGNATION -  BOYLE MUNICIPAL TANK
 DK1952  PID         -  DK1952
 DK1952  STATE/COUNTY-  MS/BOLIVAR
 DK1952  USGS QUAD   -  CLEVELAND (1966)
 DK1952
 DK1952                         *CURRENT SURVEY CONTROL
 DK1952  ___________________________________________________________________
 DK1952* NAD 83(1993)-  33 42 16.11840(N)    090 43 34.00565(W)     ADJUSTED  
 DK1952* NAVD 88     -              **(meters)            **(feet)            
 DK1952  ___________________________________________________________________
 DK1952  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DK1952  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1952  HORZ ORDER  -  THIRD
 DK1952
 DK1952.The horizontal coordinates were established by classical geodetic methods
 DK1952.and adjusted by the National Geodetic Survey in May 1994.
 DK1952
 DK1952
 DK1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1952
 DK1952.The geoid height was determined by GEOID03.
 DK1952
 DK1952;                    North         East     Units Scale Factor Converg.
 DK1952;SPC MS W     -   466,238.819   663,589.698   MT  0.99996634   -0 13 04.7
 DK1952;SPC MS W     - 1,529,651.86  2,177,127.20   sFT  0.99996634   -0 13 04.7
 DK1952;UTM  15      - 3,731,710.989   710,734.369   MT  1.00014751   +1 15 44.2
 DK1952
 DK1952                          SUPERSEDED SURVEY CONTROL
 DK1952
 DK1952  NAD 83(1986)-  33 42 16.12832(N)    090 43 34.00226(W) AD(       ) 4
 DK1952  NAD 27      -  33 42 15.71600(N)    090 43 33.69900(W) AD(       ) 3
 DK1952
 DK1952.Superseded values are not recommended for survey control.
 DK1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1952.See file dsdata.txt to determine how the superseded data were derived.
 DK1952
 DK1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1073431711(NAD 83)
 DK1952_MARKER: 53 = ELEVATED TANK
 DK1952
 DK1952  HISTORY     - Date     Condition        Report By
 DK1952  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1952  HISTORY     - 1957     GOOD             CGS
 DK1952
 DK1952                          STATION DESCRIPTION
 DK1952
 DK1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1952'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 125
 DK1952'FEET HIGH, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 DK1952'
 DK1952'THE WORDS BOYLE, MISS. ARE PAINTED IN BLACK ON THE EAST AND
 DK1952'WEST SIDES OF THE TANK.
 DK1952'
 DK1952'THE STATION IS LOCATED IN THE NORTHERN PART OF THE TOWN OF BOYLE.
 DK1952'
 DK1952'THIS TANK WAS LOCATED IN 1939 AND WAS CALLED, BOYLE, TANK 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0646 ***********************************************************************
 DK0646  DESIGNATION -  BOYLE RM 1
 DK0646  PID         -  DK0646
 DK0646  STATE/COUNTY-  MS/BOLIVAR
 DK0646  USGS QUAD   -  CLEVELAND (1966)
 DK0646
 DK0646                         *CURRENT SURVEY CONTROL
 DK0646  ___________________________________________________________________
 DK0646* NAD 83(1986)-  33 42 02.     (N)    090 43 30.     (W)     SCALED    
 DK0646* NAVD 88     -        42.558  (meters)     139.63   (feet)  ADJUSTED  
 DK0646  ___________________________________________________________________
 DK0646  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0646  DYNAMIC HT  -          42.514 (meters)     139.48  (feet)  COMP
 DK0646  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 DK0646
 DK0646  VERT ORDER  -  SECOND    CLASS 0
 DK0646
 DK0646.The horizontal coordinates were scaled from a topographic map and have
 DK0646.an estimated accuracy of +/- 6 seconds.
 DK0646
 DK0646.The orthometric height was determined by differential leveling
 DK0646.and adjusted in June 1991.
 DK0646
 DK0646.The geoid height was determined by GEOID03.
 DK0646
 DK0646.The dynamic height is computed by dividing the NAVD 88
 DK0646.geopotential number by the normal gravity value computed on the
 DK0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0646.degrees latitude (g = 980.6199 gals.).
 DK0646
 DK0646.The modeled gravity was interpolated from observed gravity values.
 DK0646
 DK0646;                    North         East    Units  Estimated Accuracy
 DK0646;SPC MS W     -   465,800.      663,690.      MT  (+/- 180 meters Scaled)
 DK0646
 DK0646                          SUPERSEDED SURVEY CONTROL
 DK0646
 DK0646  NGVD 29 (??/??/??)   42.677  (m)          140.02   (f) ADJUSTED    2 0
 DK0646
 DK0646.Superseded values are not recommended for survey control.
 DK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0646.See file dsdata.txt to determine how the superseded data were derived.
 DK0646
 DK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT108312(NAD 83)
 DK0646_MARKER: DR = REFERENCE MARK DISK
 DK0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0646_STAMPING: BOYLE NO 1 1957
 DK0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0646+STABILITY: SURFACE MOTION
 DK0646
 DK0646  HISTORY     - Date     Condition        Report By
 DK0646  HISTORY     - 1957     MONUMENTED       CGS
 DK0646  HISTORY     - 19811001 GOOD             MSSU
 DK0646
 DK0646                          STATION DESCRIPTION
 DK0646
 DK0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0646'IN BOYLE.
 DK0646'AT BOYLE, AT THE SCHOOL, IN SECTION 4, T 21 N, R 5 W, 31 1/2 FEET WEST
 DK0646'OF CENTER LINE OF A NORTH-SOUTH STREET, 153.3 FEET SOUTH-SOUTHEAST OF
 DK0646'THE STATION MARK, 66 1/2 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF
 DK0646'NEW EAST BRICK WING OF SCHOOL, 2 FEET EAST OF THE EAST MOST OF TWO
 DK0646'2-INCH IRON PIPES PROJECTING 9 FEET (NET ANCHORS), AND SET IN THE TOP
 DK0646'OF A CONCRETE POST FLUSH WITH GROUND.
 DK0646
 DK0646                          STATION RECOVERY (1981)
 DK0646
 DK0646'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0644 ***********************************************************************
 DK0644  DESIGNATION -  BOYLE RM 2
 DK0644  PID         -  DK0644
 DK0644  STATE/COUNTY-  MS/BOLIVAR
 DK0644  USGS QUAD   -  CLEVELAND (1966)
 DK0644
 DK0644                         *CURRENT SURVEY CONTROL
 DK0644  ___________________________________________________________________
 DK0644* NAD 83(1986)-  33 42 02.     (N)    090 43 30.     (W)     SCALED    
 DK0644* NAVD 88     -        42.308  (meters)     138.81   (feet)  ADJUSTED  
 DK0644  ___________________________________________________________________
 DK0644  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0644  DYNAMIC HT  -          42.264 (meters)     138.66  (feet)  COMP
 DK0644  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 DK0644
 DK0644  VERT ORDER  -  SECOND    CLASS 0
 DK0644
 DK0644.The horizontal coordinates were scaled from a topographic map and have
 DK0644.an estimated accuracy of +/- 6 seconds.
 DK0644
 DK0644.The orthometric height was determined by differential leveling
 DK0644.and adjusted in June 1991.
 DK0644
 DK0644.The geoid height was determined by GEOID03.
 DK0644
 DK0644.The dynamic height is computed by dividing the NAVD 88
 DK0644.geopotential number by the normal gravity value computed on the
 DK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0644.degrees latitude (g = 980.6199 gals.).
 DK0644
 DK0644.The modeled gravity was interpolated from observed gravity values.
 DK0644
 DK0644;                    North         East    Units  Estimated Accuracy
 DK0644;SPC MS W     -   465,800.      663,690.      MT  (+/- 180 meters Scaled)
 DK0644
 DK0644                          SUPERSEDED SURVEY CONTROL
 DK0644
 DK0644  NGVD 29 (??/??/??)   42.427  (m)          139.20   (f) ADJUSTED    2 0
 DK0644
 DK0644.Superseded values are not recommended for survey control.
 DK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0644.See file dsdata.txt to determine how the superseded data were derived.
 DK0644
 DK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT108312(NAD 83)
 DK0644_MARKER: DR = REFERENCE MARK DISK
 DK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0644_STAMPING: BOYLE NO 2 1957
 DK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0644+STABILITY: SURFACE MOTION
 DK0644
 DK0644  HISTORY     - Date     Condition        Report By
 DK0644  HISTORY     - 1957     MONUMENTED       CGS
 DK0644
 DK0644                          STATION DESCRIPTION
 DK0644
 DK0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0644'IN BOYLE.
 DK0644'AT BOYLE, AT THE SCHOOL, IN SECTION 4, T 21 N., R 5 W, 28 FEET SOUTH
 DK0644'OF CENTER LINE OF AN EAST-WEST STREET, 131.7 FEET WEST OF STATION
 DK0644'MARK, 74 FEET SOUTHWEST OF CENTER LINE OF JUNCTION OF AN EAST-WEST
 DK0644'STREET AND A STREET NORTH, 60 1/2 FEET SOUTHWEST OF A FIRE HYDRANT,
 DK0644'240.3 FEET NORTHWEST OF RM NO. 1, ABOUT 1 1/2 FEET BELOW LEVEL OF
 DK0644'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1741 ***********************************************************************
 BV1741  DESIGNATION -  BOZEMAN RESET
 BV1741  PID         -  BV1741
 BV1741  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1741  USGS QUAD   -  NEW HEBRON (1982)
 BV1741
 BV1741                         *CURRENT SURVEY CONTROL
 BV1741  ___________________________________________________________________
 BV1741* NAD 83(1993)-  31 38 00.17133(N)    089 54 03.19976(W)     ADJUSTED  
 BV1741* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 BV1741  ___________________________________________________________________
 BV1741  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BV1741  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1741  HORZ ORDER  -  FIRST
 BV1741
 BV1741.The horizontal coordinates were established by classical geodetic methods
 BV1741.and adjusted by the National Geodetic Survey in May 1994.
 BV1741
 BV1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1741
 BV1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1741
 BV1741.The geoid height was determined by GEOID03.
 BV1741
 BV1741;                    North         East     Units Scale Factor Converg.
 BV1741;SPC MS W     -   236,580.484   741,022.925   MT  0.99997075   +0 13 36.5
 BV1741;SPC MS W     -   776,181.14  2,431,172.71   sFT  0.99997075   +0 13 36.5
 BV1741;UTM  16      - 3,503,454.983   224,857.614   MT  1.00053380   -1 31 20.7
 BV1741
 BV1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1741!SPC MS W     -   0.99997888  x   0.99997075  =   0.99994963
 BV1741!UTM  16      -   0.99997888  x   1.00053380  =   1.00051267
 BV1741
 BV1741:                Primary Azimuth Mark                     Grid Az
 BV1741:SPC MS W     -  BOGAN NATURAL GAS CO RAD MAST            008 10 39.0
 BV1741:UTM  16      -  BOGAN NATURAL GAS CO RAD MAST            009 55 36.2
 BV1741
 BV1741|---------------------------------------------------------------------|
 BV1741| PID    Reference Object                     Distance      Geod. Az  |
 BV1741|                                                           dddmmss.s |
 BV1741| BV1765 BOGAN NATURAL GAS CO RAD MAST       APPROX.13.9 KM 0082415.5 |
 BV1741| BV1764 BOGAN NATURAL GAS CO TANK           APPROX.14.1 KM 0085133.6 |
 BV1741| BV1742 BOZEMAN RM A                         28.466 METERS 06317     |
 BV1741| CF9938 BOZEMAN RM 3                         45.007 METERS 08119     |
 BV1741| BV1731 PRENTISS MUNICIPAL TANK             APPROX. 4.5 KM 1382940.5 |
 BV1741| BV1735 PRENTISS MUNICIPAL TANK             APPROX. 5.2 KM 1463141.8 |
 BV1741| CF9936 BOZEMAN RM 1                         45.684 METERS 16009     |
 BV1741| CF9939 BOZEMAN RM 4                         24.808 METERS 16602     |
 BV1741| CF9935 BOZEMAN AZ MK RESET                                2092018.0 |
 BV1741| CF9937 BOZEMAN RM 2                         52.203 METERS 26114     |
 BV1741|---------------------------------------------------------------------|
 BV1741
 BV1741                          SUPERSEDED SURVEY CONTROL
 BV1741
 BV1741  NAD 83(1986)-  31 38 00.18546(N)    089 54 03.19746(W) AD(       ) 1
 BV1741  NAD 27      -  31 37 59.58300(N)    089 54 02.91100(W) AD(       ) 1
 BV1741  NGVD 29 (07/19/86)  160.5    (m)          527.     (f) VERT ANG    3  
 BV1741
 BV1741.Superseded values are not recommended for survey control.
 BV1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1741.See file dsdata.txt to determine how the superseded data were derived.
 BV1741
 BV1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2485803455(NAD 83)
 BV1741_MARKER: DS = TRIANGULATION STATION DISK
 BV1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1741+STABILITY: SURFACE MOTION
 BV1741
 BV1741  HISTORY     - Date     Condition        Report By
 BV1741  HISTORY     - 1934     MONUMENTED       CGS
 BV1741  HISTORY     - 1940     GOOD             CITGO
 BV1741  HISTORY     - 1947     GOOD             CGS
 BV1741  HISTORY     - 1949     SEE DESCRIPTION  CGS
 BV1741  HISTORY     - 1955     GOOD             CGS
 BV1741  HISTORY     - 1965     GOOD             CGS
 BV1741  HISTORY     - 1969     GOOD             CGS
 BV1741  HISTORY     - 1973     GOOD             CGS
 BV1741
 BV1741                          STATION DESCRIPTION
 BV1741
 BV1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1741'SIXTEEN AND ONE-HALF MILES SOUTHWEST OF MOUNT OLIVE, ABOUT 3 MILES
 BV1741'NORTHWEST OF PRENTISS, IN THE MIDDLE OF SEC. 27, T. 8, R. 19, ON
 BV1741'PROPERTY BELONGING TO THE FEDERAL LAND BANK AND RENTED TO J. STEVE
 BV1741'BOZEMAN, ON THE RIGHT AND INSIDE OF CURVE IN ROAD AT THIS POINT,
 BV1741'9 YARDS NORTHWEST OF A 14-INCH OAK TREE, 20 YARDS NORTH-NORTHEAST
 BV1741'OF A 16-INCH OAK TREE, 38 YARDS NORTH-NORTHWEST OF THE MAIN ROAD
 BV1741'WHERE IT RUNS NORTH AND SOUTH, 35 YARDS NORTH OF THE CENTER
 BV1741'LINE OF THE ROAD WHERE IT RUNS EAST AND WEST, AND 35 YARDS
 BV1741'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BOZEMAN HOUSE.
 BV1741'
 BV1741'TO REACH FROM PRENTISS, GO NORTHWEST FROM THE COURTHOUSE ON STATE
 BV1741'HIGWAY 13 FOR 3.5 MILES TO A POINT WHERE THE MAIN ROAD BENDS RIGHT
 BV1741'AND A SIDE ROAD GOES STRAIHT AHEAD.
 BV1741'
 BV1741'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BV1741'DISKS SET IN CONCRETE.
 BV1741'
 BV1741'REFERENCE MARK NO. 1 IS SOUTH OF STATION ACROSS BOTH ROADS. 7
 BV1741'YARDS SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD RUNNING
 BV1741'NORTHEAST AND SOUTHWEST, AND 20 YARDS SOUTH OF THE MAIN ROAD AT
 BV1741'CURVE .
 BV1741'
 BV1741'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, ACROSS THE ROAD,
 BV1741'9 YARDS SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET
 BV1741'NORTH-NORTHEAST OF A FENCE LINE.
 BV1741'
 BV1741'AZIMUTH MARK IS SOUTH OF STATION ALONG THE SIDE ROAD WHICH FORKS
 BV1741'OFF THE MAIN ROAD JUST BEFORE REACHING THE STATION, 6 YARDS EAST
 BV1741'OF THE CENTER LINE OF THE SIDE ROAD, AND 33 YARDS NORTH OF THE
 BV1741'NORTHWEST CORNER OF HOUSE.
 BV1741'
 BV1741'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 BV1741'
 BV1741'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1741
 BV1741                          STATION RECOVERY (1940)
 BV1741
 BV1741'RECOVERY NOTE BY CITIES SERVICE COMPANY 1940
 BV1741'DESCRIPTION IS STILL GOOD. STATION IN GOOD CONDITION.
 BV1741
 BV1741                          STATION RECOVERY (1947)
 BV1741
 BV1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1741'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. THE
 BV1741'SURFACE-STATION MARK WAS CHIPPED ON THE EDGES, AND THE DISK WAS
 BV1741'SOMEWHAT BATTERED, BUT THE SAMLL TRIANGLE-ENCLOSED DOT WAS INTACT
 BV1741'AND APPARENTLY UNMOVED. SURFACE, UNDERGROUND, REFERENCE, AND
 BV1741'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 BV1741'DESCRIBED. NO ADDITIONAL MARKS WERE
 BV1741'ESTABLISHED. THE ORIGINAL DIRECTIONS FOR REACHING THE STATION
 BV1741'ARE NO LONGER ADEQUATE.  A COMPLETE DESCRIPTION FOLLOWS--
 BV1741'
 BV1741'THE STATION IS ABOUT 3 MILES NORTHWEST OF PRENTISS. 108 FEET
 BV1741'NORTHWEST OF A ROAD FORK, 93 FEET SOUTHEAST OF THE EAST CORNER OF
 BV1741'A FARMHOUSE OWNED BY O.G. THOMPSON, AND 24 FEET NORTHWEST OF A
 BV1741'36-INCH OAK TREE. THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BV1741'BOZEMAN 1934.
 BV1741'
 BV1741'REFERENCE MARK NO. 1 IS 149.88 FEET SOUTH-SOUTHEAST OF THE STATION
 BV1741'AND 38 FEET SOUTHEAST OF THE ROAD FORK. THE MARK PROJECTS 6 INCHES,
 BV1741'AND THE DISK IS STAMPED BOZEMAN NO 1 1934.
 BV1741'
 BV1741'REFERENCE MARK NO. 2 IS 171.27 FEET WEST OF THE STATION AND 69 FEET
 BV1741'SOUTHWEST OF THE SOUTH CORNER OF THE FARMHOUSE. THE MARK PROJECTS 6
 BV1741'INCHES, AND THE DISK IS STAMPED BOZEMAN NO 2 1934.
 BV1741'
 BV1741'THE AZIMUTH MARK IS 0.1 MILE SOUTH-SOUTHWEST OF THE STATION, 82 FEET
 BV1741'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, AND 19 FEET
 BV1741'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE
 BV1741'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED BOZEMAN AZI. 1934.
 BV1741'
 BV1741'TO REACH FROM THE NORTHEAST SIDE OF THE COURT HOUSE IN PRENTISS,
 BV1741'GO NORTHWEST ON A MAIN GRADED ROAD FOR 3.45 MILES TO A ROAD FORK
 BV1741'AND STATION ON RIGHT.
 BV1741'
 BV1741'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BV1741
 BV1741                          STATION RECOVERY (1949)
 BV1741
 BV1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BV1741'STATION WAS RECOVERED AS DESCRIBED BY C.A.E. IN 1947. THE SURFACE
 BV1741'STATION MARK HAD BEEN MOVED, BUT THE SUBSURFACE MARK WAS RECOVERED
 BV1741'INTACT. A NEW SURFACE MARK WAS SET ABOVE THE UNDERGROUND MARK
 BV1741'AND STAMPED BOZEMAN 1934. A NEW REFERENCE
 BV1741'MARK WAS ESTABLISHED AND STAMPED BOZEMAN NO
 BV1741'3 1949, SINCE IT WAS APPARENT THAT REFERENCE MARK NO 1 WOULD
 BV1741'SOON BE IN THE WAY OF NEW HIGHWAY CONSTRUCTION.
 BV1741'
 BV1741'THE 1947 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.
 BV1741
 BV1741                          STATION RECOVERY (1955)
 BV1741
 BV1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1741'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK NO.
 BV1741'2 AND NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE
 BV1741'SURFACE MARK WAS RESET IN ITS ORIGINAL POSITION IN 1949. THE MARK
 BV1741'REMOVED AT THAT TIME WAS FOUND LYING ON THE TOP OF THE GROUND, THE
 BV1741'DISK FROM THIS MARK WAS RECLAIMED. REFERENCE MARK NO. 3, SET IN
 BV1741'1949, WAS FOUND IN GOOD CONDITION BUT THE DIRECTION TO THIS MARK WAS
 BV1741'FOUND IN ERROR 72 DEGREES, IT IS LISTED AS 108 DEG O4 MIN 36
 BV1741'SEC FROM REFERENCE MARK NO. 2, IT IS 180 DEG 04 MIN 36 SEC FROM R.M.
 BV1741'NO.2. THEE DISTANCE TO REFERENCE MARKS NO. 1 AND NO. 2 ARE REVERSED,
 BV1741'IN THE BOX SCORE OF THE DESCRIPTION SUBMITTED BY C.A.E. IN 1947,
 BV1741'HOWEVER THE DISTANCE IN THE BODY OF THE DESCRIPTION ARE CORRECT.
 BV1741'
 BV1741'A NEW DESCRIPTION FOLLOWS--
 BV1741'
 BV1741'THE STATION IS LOCATED 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 42
 BV1741'FROM THE COURTHOUSE IN PRENTISS, NEAR A FORKS IN THE ROAD AND ON
 BV1741'PROPERTY OWNED BY MRS. O.G. THOMPSON, 92 FEET SOUTHEAST OF THE
 BV1741'SOUTHEAST CORNER OF THE PORCH OF THE HOUSE OWNED BY MRS. THOMPSON,
 BV1741'23.5 FEET NORTHWEST OF A 3-FOOT OAK TREE, 135 FEET NORTHEAST OF
 BV1741'THE CENTERLINE OF THE HIGHWAY AT THE NORTHWEST END OF A CURVE, 153
 BV1741'FEET NORTH-NORTHWEST OF THE INTERSECTION OF THE ROADS AND 79 FEET
 BV1741'SOUTH OF THE SOUTHWEST CORNER OF THE OLD BARN. IT IS A STANDARD
 BV1741'DISK, STAMPED BOZEMAN 1934, FLUSH WITH THE GROUND.
 BV1741'
 BV1741'REFERENCE MARK NO. 2 IS 171.27 FEET WEST-SOUTHWEST OF THE STATION,
 BV1741'AT THE NORTHEAST EDGE OF A CULTIVATED FIELD, 25 FEET SOUTHWEST OF
 BV1741'THE CENTERLINE OF THE HIGHWAY, 69 FEET SOUTHWEST OF THE SOUTHWEST
 BV1741'CORNER OF THE HOUSE AND 16 FEET SOUTHEAST OF THE PROJECTED TANGENT
 BV1741'OF THE SOUTHEAST SIDE OF THE FRONT PORCH OF THE THOMPSON HOUSE.
 BV1741'IT IS A STANDARD DISK, STAMPED BOZEMAN NO 2 1934, PROJECTING 6
 BV1741'INCHES.
 BV1741'
 BV1741'REFERENCE MARK NO. 3 IS 147.57 FEET EAST-NORTHEAST OF THE STATION,
 BV1741'IN LINE WITH THE STATION AND REFERENCE MARK NO. 2 AND IN A FENCE
 BV1741'LINE. IT IS 14 FEET NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 148
 BV1741'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 42 AND 132 FEET
 BV1741'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD BARN. IT IS A
 BV1741'STANDARD DISK, STAMPED BOZEMAN NO 3 1949, PROJECTING 6 INCHES.
 BV1741'
 BV1741'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THE STATION, 81 FEET NORTHEAST
 BV1741'OF THE NORTHEAST CORNER OF A TENANT HOUSE AND 19 FEET SOUTHEAST OF
 BV1741'THE CENTERLINE OF A GRAVELED ROAD. IT IS A STANDARD DISK, STAMPED
 BV1741'BOZEMAN AZI 1934, FLUSH WITH THE GROUND.
 BV1741'
 BV1741'TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE LEFT FORK AND GO
 BV1741'0.1 MILE SOUTHWEST TO THE MARK ON THE LEFT.
 BV1741
 BV1741                          STATION RECOVERY (1965)
 BV1741
 BV1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1741'THE STATION MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED IN GOOD
 BV1741'CONDITION. REFERENCE MARK NUMBER 2 WAS FOUND TO HAVE THE TOP BROKEN
 BV1741'OFF AND THE DISK GONE. THE AZIMUTH MARK WAS RECOVERED LEANING
 BV1741'TOWARD THE ROAD DITCH, BUT IS STILL SOLID. THE DIRECTION TO THE
 BV1741'AZIMUTH MARK DID NOT CHECK THE PREVIOUS DIRECTION. THE DISTANCE
 BV1741'TO REFERENCE MARK 3 MISSED THE 1949 DISTANCE AND THE DIRECTION
 BV1741'COULD BE VERIFIED DUE TO LACK OF PREVIOUS INFORMATION.
 BV1741'
 BV1741'REFERENCE MARK NUMBER 4 WAS ESTABLISHED BY THIS PARTY.
 BV1741'
 BV1741'THE TO REACH THE STATION AND THE AZIMUTH MARK DESCRIPTION IS
 BV1741'ADEQUATE.
 BV1741'
 BV1741'FOLLOWING ARE ADDITIONAL MEASUREMENTS TO THE MARKS.
 BV1741'
 BV1741'THE STATION MARK IS 4 INCHES BELOW THE SURFACE OF THE GROUND, 107
 BV1741'FEET NORTHWEST OF TELEPHONE POLE NO. C80, 99 FEET EAST OF THE CENTER
 BV1741'OF A GATE, 24.7 FEET NORTHWEST OF A 30-INCH OAK TREE, AND ON
 BV1741'PROPERTY OWNED BY MR. LEO BURKES.
 BV1741'
 BV1741'REFERENCE MARK NUMBER 3 PROJECTS 3 INCHES ABOVE THE GROUND AND IS 115
 BV1741'FEET EAST-NORTHEAST OF TELEPHONE POLE NO. C80, 110.5 FEET NORTH OF
 BV1741'A FENCELINE AND 103 FEET WEST OF TELEPHONE POLE NO. H57.
 BV1741'
 BV1741'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED BOZEMAN NO 4 1934,
 BV1741'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 BV1741'INCH ABOVE THE SURFACE OF THE GROUND. IT IS 129 FEET EAST-SOUTHEAST
 BV1741'OF THE CENTER OF THE GATE, 59.5 FEET WEST OF TELEPHONE POLE NO.
 BV1741'C80 AND 6 INCHES NORTH OF THE FENCELINE.
 BV1741'
 BV1741'AZIMUTH MARK IS 21 FEET SOUTHEAST OF A PAVED ROAD, 2 FEET NORTHWEST
 BV1741'OF A FENCELINE AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BV1741
 BV1741                          STATION RECOVERY (1969)
 BV1741
 BV1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 BV1741'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 BV1741'WERE RECOVERED AS DESCRIBED IN 1965.  THE STATION WAS NOT OCCUPIED
 BV1741'AT THIS DATE.
 BV1741'
 BV1741'THE TO REACH IS ADEQUATE.
 BV1741'
 BV1741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1741'3.5 MILES NORTHWEST OF PRENTISS.
 BV1741
 BV1741                          STATION RECOVERY (1973)
 BV1741
 BV1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973 (FFS)
 BV1741'THE STATION WAS VISITED 2-12-73 AND THE STATION, AZIMUTH MARK, RM A
 BV1741'AND RM NO. 4 WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 3
 BV1741'WAS FOUND DISTURBED, THE DISK WAS STAMPED NO. 5 AND USED AS
 BV1741'REFERENCE MARK NO. 5. IT IS LEANING SLIGHTLY TO THE WEST. AZIMUTH
 BV1741'MARK RESET 1965 WAS FOUND 0.3 MILE EAST OF THE STATION, HOWEVER
 BV1741'NO DESCRIPTION OR DATA WAS AVAILABLE FOR THE MARK AND SINCE IT WAS
 BV1741'OBSTRUCTED IT WAS NOT CUT IN AT THIS DATE. A DIRETION WAS TAKEN
 BV1741'TO THE DOUBLE POND WATER TANK AS AN EXTRA AZIMUTH FOR THE STATION.
 BV1741'A NEW DESCRIPTION FOLLOWS--
 BV1741'
 BV1741'THE STATION IS LOCATED 3.1 MILES NORTHWEST OF PRENTISS IN THE NORTH
 BV1741'ANGLE OF THE FORK IN THE ROAD, IN THE NW 1/4 OF SEC. 27, T N ,. R
 BV1741'19W, AND ON THE PROPERTY OWNED BY MR. LEO BURKES. IT IS 100.5 FEET
 BV1741'NNE OF THE CENTER OF STATE HIGHWAY 42, 68 FEET NNE OF A FENCE,
 BV1741'89.5 FEET NE OF A FENCE CORNER, 106.5 FEET NW OF TELEPHONE POLE
 BV1741'NO. C-80, 95.5 FEET SE OF A CHINABERRY TREE, 64 FEET E. OF THE E.
 BV1741'GATE POST TO GATE INTO PASTURE, IT IS A TRIANGULATION STATION
 BV1741'DISK STAMPED BOZEMAN 1934, 4 INCHES BELOW THE SURFACE OF THE
 BV1741'GROUND.
 BV1741'
 BV1741'REFERENCE MARK NO. 4 IS 81.39 FEET SOUTH OF THE STATION, 32 FEET
 BV1741'NNW OF THE CENTER OF THE HIGHWAY, 59.5 FEET WSW OF POLE NO. C-80,
 BV1741'117 FEET ESE OF A FENCE CORNER AND 1 FOOT NORTH OF A FENCE LINE. IT
 BV1741'IS A REFERENCE MARK DISK, STAMPED BOZEMAN NO 4 1934, PROJECTING
 BV1741'1 INCH.
 BV1741'
 BV1741'REFERENCE MARK NO. 5 IS 147.26 FEET ENE OF THE STATION, 144 FEET
 BV1741'NORTH OF THE CENTER OF THE HIGHWAY, 113 FEET NORTH OF A FENCE, 114.5
 BV1741'FEET NE OF POLE C-80, 103.5 FEET SW OF A TELEPHONE POLE, 19.5 FEET
 BV1741'NORTHWEST OF A ROW OF POLES. IT IS A REFERENCE MARK DISK STAMPED
 BV1741'BOZEMAN 1934 NO 5 1973, PROJECTING 3 INCHES.
 BV1741'
 BV1741'RM A IS 93.41 FEET NNE OF THE STATION, 165 FEET NW OF THE CENTER OF
 BV1741'THE HIGHEAY, 113 FEET NW OF POLE C-80, 152 FEET WSW OF A TELEPHONE
 BV1741'POLE, 199 FEET SE OF A POWER POLE, 164 FEET E. OF A CHINABERRY
 BV1741'TREE, AND 132 FEET NW OF A FENCE LINE. IT IS A REFERENCE MARK DISK
 BV1741'STAMPED BOZEMAN RM A 1965, 6 INCHES BELOW THE SURFACE OF THE
 BV1741'GROUND.
 BV1741'
 BV1741'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION, 20 FEET
 BV1741'SOUTHEAST OF THE CENTER OF THE ROAD, 82.5 FEET NORTHEAST OF THE
 BV1741'NORTHEAST CORNER OF A HOUSE WITH IMITATION BRICK SIDING, 42 FEET
 BV1741'NE OF FENCE CORNER, 52 FEET NE OF A 12-INCH CEDAR TREE, AND 1 FOOT
 BV1741'NE OF A METAL WITNESS POST. IT IS AN AZIMUTH MARK DISK STAMPED
 BV1741'BOZEMAN AZI 1934, FLUSH WITH THE GROUND.
 BV1741'
 BV1741'AZIMUTH MARK RESET 1965 IS 0.3 MILE EAST OF THE STATION, 29 FEET
 BV1741'NORTH OF THE CENTER OF THE ROAD, 52 FEET WEST OF THE CENTER OF A
 BV1741'DRIVEWAY, 80.5 FEET NORTHWEST OF POLE NO. C-73, 10 FEET SOUTH OF
 BV1741'PROJECTED PLANE OF THE SOUTH WALL OF THE BUILDING ABOUT 100 FEET
 BV1741'EAST OF THE STATION AND 1.5 FEET NW OF A METAL WITNESS POST. IT
 BV1741'IS AN AZIMUTH MARK DISK STAMPED, BOZEMAN 1934 RESET 1965,
 BV1741'PROJECTING 1 INCH. (NOTE THE MARK IS OBSTRUCTED FROM THE STATION.)
 BV1741'
 BV1741'TO REACH THE STATION FROM THE BANK OF PRENTISS, IN PRENTISS, GO
 BV1741'NORTHEAST ON STATE HIGHWAY 13 FOR 0.2 MILE TO THE JUNCTION WITH
 BV1741'STATE HIGHWAY 42. JUST BEYOND THE COURTHOUSE, TURN LEFT AND GO
 BV1741'NORTHWEST ON STATE HIGHWAY 42 FOR 3.2 MILES TO THE 1965 AZIMUTH
 BV1741'MARK ON THE RIGHT, CONTINUE WEST FOR 0.3 MILE TO A FORK ON THE TOP
 BV1741'OF A HILL AND THE STATION ON THE RIGHT. TO REACH THE AZIMUTH MARK
 BV1741'TAKE LEFT FORK AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1742 ***********************************************************************
 BV1742  DESIGNATION -  BOZEMAN RM A
 BV1742  PID         -  BV1742
 BV1742  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1742  USGS QUAD   -  NEW HEBRON (1982)
 BV1742
 BV1742                         *CURRENT SURVEY CONTROL
 BV1742  ___________________________________________________________________
 BV1742* NAD 83(1993)-  31 38 00.58692(N)    089 54 02.23490(W)     ADJUSTED  
 BV1742* NAVD 88     -       159.1    (meters)     522.     (feet)  VERTCON   
 BV1742  ___________________________________________________________________
 BV1742  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BV1742  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1742  HORZ ORDER  -  FIRST
 BV1742
 BV1742.The horizontal coordinates were established by classical geodetic methods
 BV1742.and adjusted by the National Geodetic Survey in May 1994.
 BV1742
 BV1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1742
 BV1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1742
 BV1742.The geoid height was determined by GEOID03.
 BV1742
 BV1742;                    North         East     Units Scale Factor Converg.
 BV1742;SPC MS W     -   236,593.384   741,048.299   MT  0.99997077   +0 13 37.0
 BV1742;SPC MS W     -   776,223.46  2,431,255.96   sFT  0.99997077   +0 13 37.0
 BV1742;UTM  16      - 3,503,467.109   224,883.385   MT  1.00053362   -1 31 20.2
 BV1742
 BV1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1742!SPC MS W     -   0.99997910  x   0.99997077  =   0.99994987
 BV1742!UTM  16      -   0.99997910  x   1.00053362  =   1.00051271
 BV1742
 BV1742:                Primary Azimuth Mark                     Grid Az
 BV1742:SPC MS W     -  BOGAN NATURAL GAS CO RAD MAST            008 04 52.9
 BV1742:UTM  16      -  BOGAN NATURAL GAS CO RAD MAST            009 49 50.1
 BV1742
 BV1742|---------------------------------------------------------------------|
 BV1742| PID    Reference Object                     Distance      Geod. Az  |
 BV1742|                                                           dddmmss.s |
 BV1742| BV1765 BOGAN NATURAL GAS CO RAD MAST       APPROX.13.9 KM 0081829.9 |
 BV1742| BV1764 BOGAN NATURAL GAS CO TANK           APPROX.14.1 KM 0084554.8 |
 BV1742| CF9940 BOZEMAN RM 5                         19.885 METERS 10739     |
 BV1742| BV1672 BASSFIELD MUNICIPAL TANK            APPROX.21.3 KM 1351710.8 |
 BV1742| BV1735 PRENTISS MUNICIPAL TANK             APPROX. 5.2 KM 1465033.8 |
 BV1742| CF9939 BOZEMAN RM 4                         41.675 METERS 20748     |
 BV1742| BV1743 PRENTISS FLORENCE TEL RAD MAST      434.695 METERS 2174553.3 |
 BV1742| BV1741 BOZEMAN RESET                        28.466 METERS 24317     |
 BV1742| BV1766 HEBRON 1947 RM 4 1965               APPROX.14.2 KM 3435844.6 |
 BV1742|---------------------------------------------------------------------|
 BV1742
 BV1742                          SUPERSEDED SURVEY CONTROL
 BV1742
 BV1742  NAD 83(1986)-  31 38 00.60109(N)    089 54 02.23249(W) AD(       ) 1
 BV1742  NAD 27      -  31 37 59.99861(N)    089 54 01.94619(W) AD(       ) 1
 BV1742  NGVD 29 (07/19/86)  159.1    (m)          522.     (f) VERT ANG    3  
 BV1742
 BV1742.Superseded values are not recommended for survey control.
 BV1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1742.See file dsdata.txt to determine how the superseded data were derived.
 BV1742
 BV1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2488303467(NAD 83)
 BV1742_MARKER: DS = TRIANGULATION STATION DISK
 BV1742_SETTING: 0 = UNSPECIFIED SETTING
 BV1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1742
 BV1742  HISTORY     - Date     Condition        Report By
 BV1742  HISTORY     - 1965     MONUMENTED       CGS
 BV1742
 BV1742                          STATION DESCRIPTION
 BV1742
 BV1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1742'STATION IS LOCATED 3-1/2 MILES NORTHWEST OF PRENTISS AND ON
 BV1742'THE SAME PROPERTY AS TRIANGULATION STATION BOZEMAN 1934.
 BV1742'
 BV1742'STATION MARK IS A STANDARD TRIANGULATION MARK DISK STAMPED
 BV1742'BOZEMAN RM A 1965 AND IS 4-INCHES BELOW THE SURFACE OF THE
 BV1742'GROUND.  IT IS 168 FEET NORTH OF THE CENTER OF STATE HIGHWAY 42,
 BV1742'152 FEET WEST OF A TELEPHONE LINE POLE AND 79 FEET EAST OF A
 BV1742'30-INCH TREE.
 BV1742'
 BV1742'A TRAVERSE CONNECTION WAS MADE TO BOZEMAN 1934, DISTANCE
 BV1742'BEING 28.466 METERS OR 93.39 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2093 ***********************************************************************
 DJ2093  CBN         -  This is a Cooperative Base Network Control Station.
 DJ2093  DESIGNATION -  BRADLEY
 DJ2093  PID         -  DJ2093
 DJ2093  STATE/COUNTY-  MS/MONROE
 DJ2093  USGS QUAD   -  AMORY SW (1992)
 DJ2093
 DJ2093                         *CURRENT SURVEY CONTROL
 DJ2093  ___________________________________________________________________
 DJ2093* NAD 83(2007)-  33 52 21.38993(N)    088 29 20.14908(W)     ADJUSTED  
 DJ2093* NAVD 88     -        68.6    (meters)     225.     (feet)  GPS OBS   
 DJ2093  ___________________________________________________________________
 DJ2093  EPOCH DATE  -        2002.00
 DJ2093  X           -     139,792.586 (meters)                     COMP
 DJ2093  Y           -  -5,299,337.353 (meters)                     COMP
 DJ2093  Z           -   3,534,745.874 (meters)                     COMP
 DJ2093  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DJ2093  ELLIP HEIGHT-          40.824 (meters)          (02/10/07) ADJUSTED
 DJ2093  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DJ2093
 DJ2093  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ2093  Type    PID    Designation                      North   East  Ellip
 DJ2093  -------------------------------------------------------------------
 DJ2093  NETWORK DJ2093 BRADLEY                           0.51   0.53   1.88
 DJ2093  -------------------------------------------------------------------
 DJ2093
 DJ2093.The horizontal coordinates were established by GPS observations
 DJ2093.and adjusted by the National Geodetic Survey in February 2007.
 DJ2093
 DJ2093.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ2093.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ2093.The horizontal coordinates are valid at the epoch date displayed above.
 DJ2093.The epoch date for horizontal control is a decimal equivalence
 DJ2093.of Year/Month/Day.
 DJ2093
 DJ2093.The orthometric height was determined by GPS observations and a
 DJ2093.high-resolution geoid model.
 DJ2093
 DJ2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2093
 DJ2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2093
 DJ2093.The ellipsoidal height was determined by GPS observations
 DJ2093.and is referenced to NAD 83.
 DJ2093
 DJ2093.The geoid height was determined by GEOID03.
 DJ2093
 DJ2093;                    North         East     Units Scale Factor Converg.
 DJ2093;SPC MS E     -   484,870.856   331,863.499   MT  0.99996251   +0 11 31.0
 DJ2093;SPC MS E     - 1,590,780.47  1,088,788.83   sFT  0.99996251   +0 11 31.0
 DJ2093;UTM  16      - 3,749,028.596   362,289.678   MT  0.99983378   -0 49 47.9
 DJ2093
 DJ2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2093!SPC MS E     -   0.99999359  x   0.99996251  =   0.99995610
 DJ2093!UTM  16      -   0.99999359  x   0.99983378  =   0.99982737
 DJ2093
 DJ2093:                Primary Azimuth Mark                     Grid Az
 DJ2093:SPC MS E     -  BRADLEY AZ MK                            190 18 17.7
 DJ2093:UTM  16      -  BRADLEY AZ MK                            191 19 36.6
 DJ2093
 DJ2093|---------------------------------------------------------------------|
 DJ2093| PID    Reference Object                     Distance      Geod. Az  |
 DJ2093|                                                           dddmmss.s |
 DJ2093| DJ2094 BRADLEY AZ MK                       APPROX. 0.6 KM 1902948.7 |
 DJ2093|---------------------------------------------------------------------|
 DJ2093
 DJ2093                          SUPERSEDED SURVEY CONTROL
 DJ2093
 DJ2093  ELLIP H (04/15/02)   40.826  (m)                       GP(       ) 4 2
 DJ2093  ELLIP H (02/15/02)   40.823  (m)                       GP(       ) 4 1
 DJ2093  NAD 83(1993)-  33 52 21.38981(N)    088 29 20.14857(W) AD(       ) B
 DJ2093  ELLIP H (01/12/94)   40.869  (m)                       GP(       ) 4 1
 DJ2093  NAD 83(1993)-  33 52 21.40116(N)    088 29 20.15122(W) AD(       ) 3
 DJ2093  NAD 83(1986)-  33 52 21.40097(N)    088 29 20.14511(W) AD(       ) 3
 DJ2093  NAD 27      -  33 52 20.99633(N)    088 29 19.99317(W) AD(       ) 3
 DJ2093  NGVD 29 (09/20/88)   68.6    (m)          225.     (f) GPS OBS     3  
 DJ2093
 DJ2093.Superseded values are not recommended for survey control.
 DJ2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2093.See file dsdata.txt to determine how the superseded data were derived.
 DJ2093
 DJ2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6229049029(NAD 83)
 DJ2093_MARKER: DS = TRIANGULATION STATION DISK
 DJ2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2093_SP_SET: CONCRETE POST
 DJ2093_STAMPING: BRADLEY 1987
 DJ2093_MARK LOGO: NGS   
 DJ2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2093+STABILITY: SURFACE MOTION
 DJ2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2093+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DJ2093
 DJ2093  HISTORY     - Date     Condition        Report By
 DJ2093  HISTORY     - 1987     MONUMENTED       NGS
 DJ2093  HISTORY     - 1987     GOOD             NGS
 DJ2093  HISTORY     - 19880209 GOOD
 DJ2093  HISTORY     - 19921008 GOOD             MSHD
 DJ2093  HISTORY     - 19930602 GOOD
 DJ2093  HISTORY     - 20000602 GOOD             MSHD
 DJ2093  HISTORY     - 20040622 GOOD             MSDOT
 DJ2093
 DJ2093                          STATION DESCRIPTION
 DJ2093
 DJ2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DJ2093'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTH OF AMORY,
 DJ2093'8.0 KM (5 MI) NORTHEAST OF ABERDEEN, AT THE MONROE COUNTY AIRPORT.
 DJ2093'OWNERSHIP--MONROE COUNTY, C/O AIRPORT MANAGER CHARLES D. WILSON, RT
 DJ2093'4 BOX 16, ABERDEEN MS 39730.  PHONE (601) 369-4800.
 DJ2093'
 DJ2093'TO REACH THE STATION FROM THE FEDERAL BUILDING AND POST OFFICE IN
 DJ2093'ABERDEEN, GO SOUTHEAST FOR 6.3 KM (3.9 MI) ON U.S. HIGHWAY 45 TO
 DJ2093'THE JUNCTION OF STATE HIGHWAYS 8 AND 25.
 DJ2093'TURN LEFT AND GO NORTHEAST FOR 1.2 KM (0.75 MI) ON HIGHWAYS 8 AND
 DJ2093'25 TO ANOTHER JUNCTION OF THE HIGHWAYS.
 DJ2093'TURN LEFT AND GO NORTH FOR 6.0 KM (3.7 MI) ON HIGHWAY 25 TO A PAVED
 DJ2093'SIDE ROAD ON THE LEFT, JUST AFTER PASSING STATE HIGHWAY DEPARTMENT
 DJ2093'OFFICE.
 DJ2093'TURN LEFT AND GO WEST FOR 1.1 KM (0.7 MI) ON THE PAVED ROAD TO THE
 DJ2093'ENTRANCE TO THE AIRPORT, CONTINUE WEST ACROSS PARKING RAMP FOR 0.1
 DJ2093'KM (0.05 MI) TO A TAXIWAY AND THE STATION ON THE RIGHT.
 DJ2093'
 DJ2093'THE STATION IS A STANDARD NGS DISK
 DJ2093'STAMPED---BRADLEY 1987---,
 DJ2093'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DJ2093'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DJ2093'41.57 METERS (136.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 DJ2093'HANGAR,
 DJ2093'71.32 METERS (234.0 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 DJ2093'33.01 METERS (108.5 FT) WEST FROM THE WEST EDGE OF THE PARKING RAMP,
 DJ2093'13.72 METERS (45.0 FT) NORTH FROM THE NORTH EDGE OF A TAXIWAY, AND
 DJ2093'0.4 METERS (1.3 FT) SOUTH FROM A CARSONITE WITNESS POST.
 DJ2093'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DJ2093'STAMPED---BRADLEY 1987---,
 DJ2093'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DJ2093'
 DJ2093'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 DJ2093
 DJ2093                          STATION RECOVERY (1987)
 DJ2093
 DJ2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DJ2093'RECOVERED IN GOOD CONDITION.
 DJ2093
 DJ2093                          STATION RECOVERY (1988)
 DJ2093
 DJ2093'RECOVERED 1988
 DJ2093'RECOVERED IN GOOD CONDITION.
 DJ2093
 DJ2093                          STATION RECOVERY (1992)
 DJ2093
 DJ2093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2093'THE MAKK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF ABERDEEN, IN
 DJ2093'THE NORTHWEST ANGLE OF THE JUNCTION OF A TWO TAXIWAYS, AT THE MONROE
 DJ2093'COUNTY AIRPORT, 7.5 MI (12.1 KM) SOUTH OF AMORY AND IS IN SECTION 1,
 DJ2093'T 14S, R 8E. OWNERSHIP--MONROE COUNTY, C/O AIRPORT MANAGER CHARLES D.
 DJ2093'WILSON, RT 4 BOX 16, ABERDEEN MS 39730. PHONE (601)369-4800.
 DJ2093'TO REACH FROM THE FEDERAL BUILDING IN ABERDEEN, GO EAST ON U.S.
 DJ2093'HIGHWAY 45 FOR 1.4 MI (2.3 KM) TO A T INTERSECTION, TURN LEFT AND
 DJ2093'GO EAST ON STATE HIGHWAYS 8, 25 AND U.S. HIGHWAY 45 FOR 2.55 MI
 DJ2093'(4.10 KM) TO THE JUNCTION OF STATE HIGHWAYS 8 AND 25 ON THE LEFT,
 DJ2093'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAYS 8 AND 25 FOR 0.75 MI
 DJ2093'(1.21 KM) TO THE JUNCTION OF STATE HIGHWAY 25 ON THE LEFT, TURN LEFT
 DJ2093'AND GO NORTH ON STATE HIGHWAY 25 FOR 3.65 MI (5.87 KM) TO A SIDE ROAD
 DJ2093'LEFT, TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.7 MI (1.1 KM) TO
 DJ2093'THE ENTRANCE TO THE AIRPORT, BEAR RIGHT OF THE AIRPORT OFFICE AND
 DJ2093'CONTINUE WEST ON A PARKING RAMP FOR ABOUT 100 YDS TO THE MARK ON THE
 DJ2093'RIGHT JUST BEYOND A NEW TAXIWAY.
 DJ2093'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, 6
 DJ2093'INCHES BELOW THE GROUND, 234 FT (71.3 M) EAST OF THE EAST EDGE OF A
 DJ2093'RUNWAY, 136.4 FT (41.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DJ2093'HANGAR, 108.5 FT (33.1 M) WEST OF THE WEST EDGE OF A PARKING RAMP, 45
 DJ2093'FT (13.7 M) NORTH OF THE NORTH EDGE OF A TAXIWAY, 12 FT (3.7 M) WEST
 DJ2093'OF THE WEST EDGE OF THE NEW TAXIWAY AND 1 FT (0.3 M) NORTH OF A
 DJ2093'CARSONITE WITNESS POST.
 DJ2093
 DJ2093                          STATION RECOVERY (1993)
 DJ2093
 DJ2093'RECOVERED 1993
 DJ2093'RECOVERED IN GOOD CONDITION.
 DJ2093
 DJ2093                          STATION RECOVERY (2000)
 DJ2093
 DJ2093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ2093'RECOVERED AS DESCRIBED.
 DJ2093
 DJ2093                          STATION RECOVERY (2004)
 DJ2093
 DJ2093'RECOVERY NOTE BY MS DEPT TRANS 2004 (DRG)
 DJ2093'THE MARK IS AT MONROE COUNTY AIRPORT, 7.5 MI (12 KM) SOUTH OF AMORY,
 DJ2093'4.8 MI (7.7 KM) NE OF  ABERDEEN, IN THE NW ANGLE OF THE JUNCTION OF
 DJ2093'TWO TAXIWAYS, IN SECTION 1, T 14S, R 8E.  OWNERSHIP--MONROE COUNTY,
 DJ2093'C/O AIRPORT MANAGER JOHN OSWALT, 50068 AIRPORT RD,  ABERDEEN MS 39730,
 DJ2093'PHONE (601) 369-4800.
 DJ2093' 
 DJ2093'TO REACH FROM THE FEDERAL BUILDING IN  ABERDEEN, GO 1.4 MI (2.3 KM)
 DJ2093'EAST ON HWY 145 TO A T.  TURN LEFT AND GO 1.8 MI (2.9KM) ON STATE HWYS
 DJ2093'8 AND 25 AND US HWY 45 TO EXIT FOR SR 25  NORTH. GO 5.1 MI (8.2 KM)
 DJ2093'NORTH ON SR 25 TO AIRPORT RD ON THE LEFT. TURN LEFT AND GO 0.6 MI
 DJ2093'(1.0 KM) WEST TO AIRPORT ENTRANCE. BEAR RIGHT OF THE AIRPORT OFFICE
 DJ2093'AND CONTINUE WEST ON  A PARKING RAMP FOR ABOUT 100 YARDS TO THE MARK
 DJ2093'ON THE RIGHT JUST BEYOND A NEW TAXIWAY.
 DJ2093' 
 DJ2093'THE MARK IS 234 FT (71.3 M) EAST OF THE EAST EDGE OF A RUNWAY, 136.4
 DJ2093'FT (41.6 M) SW OF THE SW  CORNER OF A HANGAR, 108.5 FT (33.1 M) WEST
 DJ2093'OF THE WEST EDGE OF A PARKING RAMP, 45 FT (13.7 M)  NORTH OF THE NORTH
 DJ2093'EDGE OF A TAXIWAY, 12 FT (3.7 M) WEST OF THE WEST EDGE OF THE NEW
 DJ2093'TAXIWAY, 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2094 ***********************************************************************
 DJ2094  DESIGNATION -  BRADLEY AZ MK
 DJ2094  PID         -  DJ2094
 DJ2094  STATE/COUNTY-  MS/MONROE
 DJ2094  USGS QUAD   -  AMORY SW (1992)
 DJ2094
 DJ2094                         *CURRENT SURVEY CONTROL
 DJ2094  ___________________________________________________________________
 DJ2094* NAD 83(1993)-  33 52 03.74143(N)    088 29 24.06864(W)     ADJUSTED  
 DJ2094* NAVD 88     -        68.0    (meters)     223.     (feet)  VERTCON   
 DJ2094  ___________________________________________________________________
 DJ2094  X           -     139,699.857 (meters)                     COMP
 DJ2094  Y           -  -5,299,642.432 (meters)                     COMP
 DJ2094  Z           -   3,534,294.026 (meters)                     COMP
 DJ2094  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DJ2094  ELLIP HEIGHT-          40.194 (meters)          (05/13/94) ADJUSTED
 DJ2094  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DJ2094  HORZ ORDER  -  THIRD
 DJ2094  ELLP ORDER  -  FOURTH    CLASS I
 DJ2094
 DJ2094.The horizontal coordinates were established by GPS observations
 DJ2094.and adjusted by the National Geodetic Survey in May 1994.
 DJ2094
 DJ2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2094
 DJ2094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2094
 DJ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2094
 DJ2094.The ellipsoidal height was determined by GPS observations
 DJ2094.and is referenced to NAD 83.
 DJ2094
 DJ2094.The geoid height was determined by GEOID03.
 DJ2094
 DJ2094;                    North         East     Units Scale Factor Converg.
 DJ2094;SPC MS E     -   484,326.772   331,764.584   MT  0.99996243   +0 11 28.8
 DJ2094;SPC MS E     - 1,588,995.42  1,088,464.31   sFT  0.99996243   +0 11 28.8
 DJ2094;UTM  16      - 3,748,486.433   362,181.090   MT  0.99983415   -0 49 49.7
 DJ2094
 DJ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2094!SPC MS E     -   0.99999369  x   0.99996243  =   0.99995612
 DJ2094!UTM  16      -   0.99999369  x   0.99983415  =   0.99982784
 DJ2094
 DJ2094:                Primary Azimuth Mark                     Grid Az
 DJ2094:SPC MS E     -  BRADLEY                                  010 18 17.7
 DJ2094:UTM  16      -  BRADLEY                                  011 19 36.2
 DJ2094
 DJ2094|---------------------------------------------------------------------|
 DJ2094| PID    Reference Object                     Distance      Geod. Az  |
 DJ2094|                                                           dddmmss.s |
 DJ2094| DJ2093 BRADLEY                             APPROX. 0.6 KM 0102946.5 |
 DJ2094|---------------------------------------------------------------------|
 DJ2094
 DJ2094                          SUPERSEDED SURVEY CONTROL
 DJ2094
 DJ2094  NAD 83(1993)-  33 52 03.75149(N)    088 29 24.07224(W) AD(       ) 3
 DJ2094  NAD 83(1986)-  33 52 03.75129(N)    088 29 24.06531(W) AD(       ) 3
 DJ2094  NAD 27      -  33 52 03.34619(N)    088 29 23.91326(W) AD(       ) 3
 DJ2094  NGVD 29 (09/20/88)   67.9    (m)          223.     (f) GPS OBS     3  
 DJ2094
 DJ2094.Superseded values are not recommended for survey control.
 DJ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2094.See file dsdata.txt to determine how the superseded data were derived.
 DJ2094
 DJ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6218148486(NAD 83)
 DJ2094_MARKER: DZ = AZIMUTH MARK DISK
 DJ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2094+STABILITY: SURFACE MOTION
 DJ2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2094+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1988
 DJ2094
 DJ2094  HISTORY     - Date     Condition        Report By
 DJ2094  HISTORY     - 1987     MONUMENTED       NGS
 DJ2094  HISTORY     - 19880208 GOOD
 DJ2094
 DJ2094                          STATION DESCRIPTION
 DJ2094
 DJ2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DJ2094'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTH OF AMORY,
 DJ2094'8.0 KM (5 MI) NORTHEAST OF ABERDEEN, AT THE MONROE COUNTY AIRPORT,
 DJ2094'NEAR RUNWAY END 36.
 DJ2094'OWNERSHIP--MONROE COUNTY, C/O AIRPORT MANAGER CHARLES WILSON, RT 4
 DJ2094'BOX 16, ABERDEEN MS 39730.  PHONE (601) 369-4800.
 DJ2094'
 DJ2094'TO REACH THE STATION FROM THE FEDERAL BUILDING AND POST OFFICE IN
 DJ2094'ABERDEEN, GO SOUTHEAST FOR 6.3 KM (3.9 MI) ON U.S. HIGHWAY 45 TO
 DJ2094'THE JUNCTION OF STATE HIGHWAYS 8 AND 25.
 DJ2094'TURN LEFT AND GO NORTHEAST FOR 1.2 KM (0.75 MI) ON HIGHWAYS 8 AND
 DJ2094'25 TO ANOTHER JUNCTION OF THE HIGHWAYS.
 DJ2094'TURN LEFT AND GO NORTH FOR 6.0 KM (3.7 MI) ON HIGHWAY 25 TO A PAVED
 DJ2094'SIDE ROAD ON THE LEFT, JUST AFTER PASSING A STATE HIGHWAY
 DJ2094'DEPARTMENT OFFICE.
 DJ2094'TURN LEFT AND GO WEST FOR 1.1 KM (0.7 MI) ON THE PAVED ROAD TO THE
 DJ2094'ENTRANCE TO THE AIRPORT, CONTINUE WEST ACORSS PARKING RAMP FOR 0.2
 DJ2094'KM (0.1 MI) TO THE RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.6 KM (0.35
 DJ2094'MI) ALONG THE RUNWAY TO RUNWAY END 36 AND THE STATION ON THE LEFT.
 DJ2094'
 DJ2094'THE STATION IS A STANDARD NGS DISK
 DJ2094'STAMPED---BRADLEY 1987---,
 DJ2094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DJ2094'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 DJ2094'47.98 METERS (157.4 FT) NORTHEAST FROM THE EAST MOST THRESHOLD
 DJ2094'LIGHT,
 DJ2094'34.44 METERS (113.0 FT) EAST-SOUTHEAST FROM THE FIRST RUNWAY LIGHT
 DJ2094'NORTH OF RUNWAY END 36,
 DJ2094'29.87 METERS (98.0 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 DJ2094'8.99 METERS (29.5 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF
 DJ2094'A PAVED PULL-OUT AREA,
 DJ2094'0.40 METERS (1.3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 DJ2094'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DJ2094'STAMPED---BRADLEY 1987---,
 DJ2094'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DJ2094'
 DJ2094'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 DJ2094
 DJ2094                          STATION RECOVERY (1988)
 DJ2094
 DJ2094'RECOVERED 1988
 DJ2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2758 ***********************************************************************
 EH2758  DESIGNATION -  BRAKE AZ MK
 EH2758  PID         -  EH2758
 EH2758  STATE/COUNTY-  MS/QUITMAN
 EH2758  USGS QUAD   -  MARKS (1969)
 EH2758
 EH2758                         *CURRENT SURVEY CONTROL
 EH2758  ___________________________________________________________________
 EH2758* NAD 83(1993)-  34 18 27.47416(N)    090 19 04.77400(W)     NO CHECK  
 EH2758* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 EH2758  ___________________________________________________________________
 EH2758  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EH2758  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH2758  HORZ ORDER  -  THIRD
 EH2758
 EH2758.The horizontal coordinates were established by classical geodetic methods
 EH2758.and adjusted by the National Geodetic Survey in May 1994.
 EH2758.No horizontal observational check was made to the station.
 EH2758
 EH2758.The orthometric height was scaled from a topographic map.
 EH2758
 EH2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2758
 EH2758.The geoid height was determined by GEOID03.
 EH2758
 EH2758;                    North         East     Units Scale Factor Converg.
 EH2758;SPC MS W     -   533,069.717   701,412.034   MT  0.99995002   +0 00 31.1
 EH2758;SPC MS W     - 1,748,912.90  2,301,215.98   sFT  0.99995002   +0 00 31.1
 EH2758;UTM  15      - 3,799,523.787   746,814.267   MT  1.00035096   +1 30 44.8
 EH2758
 EH2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2758!SPC MS W     -   0.99999633  x   0.99995002  =   0.99994635
 EH2758!UTM  15      -   0.99999633  x   1.00035096  =   1.00034729
 EH2758
 EH2758                          SUPERSEDED SURVEY CONTROL
 EH2758
 EH2758  NAD 83(1986)-  34 18 27.48442(N)    090 19 04.77382(W) AD(       ) 3
 EH2758  NAD 27      -  34 18 27.09519(N)    090 19 04.43788(W) AD(       ) 3
 EH2758
 EH2758.Superseded values are not recommended for survey control.
 EH2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2758.See file dsdata.txt to determine how the superseded data were derived.
 EH2758
 EH2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4681499524(NAD 83)
 EH2758_MARKER: DZ = AZIMUTH MARK DISK
 EH2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2758_STAMPING: BRAKE 1956
 EH2758_MARK LOGO: CGS   
 EH2758_PROJECTION: PROJECTING 16 CENTIMETERS
 EH2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2758+STABILITY: SURFACE MOTION
 EH2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2758+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 EH2758
 EH2758  HISTORY     - Date     Condition        Report By
 EH2758  HISTORY     - 1980     MONUMENTED       NGS
 EH2758  HISTORY     - 19900904 GOOD             MSHD
 EH2758  HISTORY     - 20080128 GOOD             MSDOT
 EH2758
 EH2758                          STATION DESCRIPTION
 EH2758
 EH2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EH2758'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 3 AT THE NORTH
 EH2758'EDGE OF MARKS GO NORTH ON HIGHWAY 3 FOR 2.1 MILES TO A CROSSROAD,
 EH2758'JUST BEFORE REACHING CONCRETE BRIDGE OVER COLDWATER RIVER TURN LEFT
 EH2758'AND GO WEST THEN NORTH ON GRAVEL ROAD FOR 3.15 MILES TO A SMALL
 EH2758'HOUSE AND AZIMUTH MARK ON THE RIGHT.
 EH2758'
 EH2758'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BRAKE 1956---SET IN TOP
 EH2758'OF A SQUARE CONCRETE POST AND PROJECTING 6 INCHES.  IT IS ON
 EH2758'PROPERTY OF MR W.A. SNOW, 60 FEET WEST OF THE NORTHWEST CORNER OF
 EH2758'HOUSE, 26 FEET EAST OF THE CENTER OF GRAVEL ROAD, 23 FEET NORTH
 EH2758'OF DRIVEWAY AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 EH2758
 EH2758                          STATION RECOVERY (1990)
 EH2758
 EH2758'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 (DDR)
 EH2758'MARK IS LOCATED IN SECTION 8, T 28 N, R 1 W, ABOUT 4.5 MI (7.2 KM)
 EH2758'NORTHWEST OF MARKS AND 0.95 MI (1.53 KM)  SOUTH SOUTHWEST OF THE MOUTH
 EH2758'OF WHITING BAYOU, ALONG THE WEST SIDE OF THE COLDWATER RIVER, ON
 EH2758'COUNTY ROAD RIGHT OF WAY.
 EH2758'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 3 IN MARKS, GO
 EH2758'NORTH ON STATE HIGHWAY 3 FOR 2.15 MI (3.46 KM) TO A SIDE ROAD ON THE
 EH2758'LEFT, JUST BEFORE REACHING THE BRIDGE OVER THE COLDWATER RIVER, TURN
 EH2758'LEFT AND GO WEST ON GRAVEL ROAD ALONG WEST SIDE OF RIVER FOR 3.15 MI
 EH2758'(5.07 KM) TO A HOUSE TRAILER AND AZIMUTH MARK ON THE RIGHT.
 EH2758'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BRAKE 1956---SET IN TOP OF
 EH2758'A SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 EH2758'561.734 M (1842.956 FT) SOUTH SOUTHEAST OF STATION BRAKE 2 1990 IN
 EH2758'AZIMUTH 152-50-32.8 FROM NORTH, 83.5 FT (25.5 M) WEST NORTHWEST OF THE
 EH2758'SOUTHWEST CORNER OF HOUSE TRAILER, 45.0 FT (13.7 M) EAST OF THE CENTER
 EH2758'OF NEW ROAD, 40.5 FT (12.3 M) NORTH OF DRIVE WAY, 30.0 FT (9.1 M)
 EH2758'SOUTH SOUTHWEST OF A 24 INCH PINE TREE AND 1.0 FT (0.3 M) EAST OF A
 EH2758'METAL WITNESS POST.
 EH2758
 EH2758                          STATION RECOVERY (2008)
 EH2758
 EH2758'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2758'DESCRIPTION FROM 1990 IS SUFFICIENT FOR LOCATING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BJ4559 ***********************************************************************
 BJ4559  DESIGNATION -  BRANCH
 BJ4559  PID         -  BJ4559
 BJ4559  STATE/COUNTY-  MS/AMITE
 BJ4559  USGS QUAD   -  KENTWOOD (1980)
 BJ4559
 BJ4559                         *CURRENT SURVEY CONTROL
 BJ4559  ___________________________________________________________________
 BJ4559* NAD 83(1993)-  30 59 59.53941(N)    090 36 56.12037(W)     ADJUSTED  
 BJ4559* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 BJ4559  ___________________________________________________________________
 BJ4559  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4559  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BJ4559  HORZ ORDER  -  SECOND
 BJ4559
 BJ4559.The horizontal coordinates were established by classical geodetic methods
 BJ4559.and adjusted by the National Geodetic Survey in May 1994.
 BJ4559
 BJ4559.The orthometric height was scaled from a topographic map.
 BJ4559
 BJ4559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4559
 BJ4559.The geoid height was determined by GEOID03.
 BJ4559
 BJ4559;                    North         East     Units Scale Factor Converg.
 BJ4559;SPC MS W     -   166,296.745   673,044.642   MT  0.99995896   -0 08 43.3
 BJ4559;SPC MS W     -   545,591.90  2,208,147.30   sFT  0.99995896   -0 08 43.3
 BJ4559;SPC LA S     -   277,325.217 1,068,552.601   MT  1.00007752   +0 21 32.0
 BJ4559;SPC LA S     -   909,857.82  3,505,742.99   sFT  1.00007752   +0 21 32.0
 BJ4559;UTM  15      - 3,432,028.445   727,661.711   MT  1.00023937   +1 13 42.9
 BJ4559
 BJ4559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4559!SPC MS W     -   0.99998792  x   0.99995896  =   0.99994688
 BJ4559!SPC LA S     -   0.99998792  x   1.00007752  =   1.00006543
 BJ4559!UTM  15      -   0.99998792  x   1.00023937  =   1.00022728
 BJ4559
 BJ4559:                Primary Azimuth Mark                     Grid Az
 BJ4559:SPC MS W     -  CHATAWA ST M OF PINES SM TANK            066 21 39.7
 BJ4559:SPC LA S     -  CHATAWA ST M OF PINES SM TANK            065 51 24.4
 BJ4559:UTM  15      -  CHATAWA ST M OF PINES SM TANK            064 59 13.5
 BJ4559
 BJ4559|---------------------------------------------------------------------|
 BJ4559| PID    Reference Object                     Distance      Geod. Az  |
 BJ4559|                                                           dddmmss.s |
 BJ4559| BW2265 CHATAWA ST M OF PINES SM TANK       APPROX.16.0 KM 0661256.4 |
 BJ4559| BW2266 CHATAWA ST M OF PINES LGE TANK      APPROX.16.0 KM 0661608.4 |
 BJ4559| BW2264 OSYKA MUNICIPAL TANK                APPROX.13.5 KM 0870032.3 |
 BJ4559| BJ4539 KENTWOOD MUNICIPAL TANK             APPROX.11.7 KM 1251817.9 |
 BJ4559| BJ4200 TANGI                               APPROX.20.5 KM 1342028.1 |
 BJ4559| BJ4558 TT 93 TX                             24.895 METERS 16457     |
 BJ4559| CW1143 BRANCH AZ MK                                       1703821.0 |
 BJ4559| CW1144 BRANCH RM 1                          45.415 METERS 23654     |
 BJ4559|---------------------------------------------------------------------|
 BJ4559
 BJ4559                          SUPERSEDED SURVEY CONTROL
 BJ4559
 BJ4559  NAD 83(1993)-  30 59 59.54657(N)    090 36 56.11869(W) AD(       ) 2
 BJ4559  NAD 83(1986)-  30 59 59.55545(N)    090 36 56.11618(W) AD(       ) 2
 BJ4559  NAD 27      -  30 59 58.91400(N)    090 36 55.76200(W) AD(       ) 2
 BJ4559
 BJ4559.Superseded values are not recommended for survey control.
 BJ4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ4559.See file dsdata.txt to determine how the superseded data were derived.
 BJ4559
 BJ4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2766232028(NAD 83)
 BJ4559_MARKER: DS = TRIANGULATION STATION DISK
 BJ4559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4559
 BJ4559  HISTORY     - Date     Condition        Report By
 BJ4559  HISTORY     - 1939     MONUMENTED       CGS
 BJ4559  HISTORY     - 1949     GOOD             CGS
 BJ4559  HISTORY     - 1954     GOOD             CGS
 BJ4559  HISTORY     - 1969     GOOD             MSHD
 BJ4559
 BJ4559                          STATION DESCRIPTION
 BJ4559
 BJ4559'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BJ4559'STATION IS 9.0 MILES W OF OSYKA, AT THE BOUNDARY LINE BETWEEN
 BJ4559'MISSISSIPPI AND LOUISIANA, IN THE SE 1/4 OF SEC. 32, T 1 N,
 BJ4559'R 6 E, ON LAND OWNED BY THE STATE OF MISSISSIPPI.
 BJ4559'
 BJ4559'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BJ4559'BRONZE DISKS SET IN CONCRETE.
 BJ4559'
 BJ4559'AZIMUTH MARK IS 0.25 MILE S OF THE STATION, IN AN E AND W
 BJ4559'FENCE LINE 21 FEET E OF THE FENCE CORNER, 7 FEET W OF A
 BJ4559'GATE, AND 1.5 FEET N OF THE E AND W FENCE LINE.  MARK
 BJ4559'PROJECTS 6 INCHES AND IS STAMPED BRANCH 1939.
 BJ4559'
 BJ4559'REFERENCE MARK NO. 1 IS 149.00 FEET SW OF THE STATION 6.0
 BJ4559'FEET S OF THE N FENCE LINE OF THE LANE, 9.0 FEET N OF THE
 BJ4559'S FENCE LINE OF THE LANE AND 6.0 FEET E OF A PINE TREE.  MARK
 BJ4559'PROJECTS 5 INCHES AND IS STAMPED BRANCH NO. 1 1939.
 BJ4559'
 BJ4559'*B.M.-TT 93 TX-1939 (U.S.G.S.) IS 81.68 FEET SSE OF THE
 BJ4559'STATION, 9.0 FEET S OF THE N FENCE LINE OF THE LANE, AND
 BJ4559'6.0 FEET N OF THE S FENCE LINE OF THE LANE.  MARK IS A STANDARD
 BJ4559'U.S. GEOLOGICAL SURVEY TRAVERSE DISK SET IN A 6-INCH SQUARE
 BJ4559'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS
 BJ4559'STAMPED TT 93 TX 1939.
 BJ4559'
 BJ4559'*USED AS REFERENCE MARK NO. 2.
 BJ4559'
 BJ4559'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 BJ4559'STATION IN OSYKA, GO W ON THE STREET ON THE S SIDE OF THE
 BJ4559'STATION (THE CONTINUATION OF THIS STREET BEING THE GILLSBURG
 BJ4559'ROAD) FOR 0.85 MILE TO AN OBLIQUE CROSS ROAD, CONTINUE STRAIGHT
 BJ4559'AHEAD FOR 8.2 MILES TO A DIM WOODS ROAD AT THE S SIDE OF
 BJ4559'THE ROAD, TURN LEFT (S) ON THE DIM WOODS ROAD AND FOLLOW
 BJ4559'IN A SOUTHERLY DIRECTION FOR 0.5 MILE TO A FORK, TAKE THE
 BJ4559'RIGHT FORK AND GO 0.8 MILE TO THE STATE LINE AT OLD CATTLE
 BJ4559'GUARD AND THE STATION 484 FEET W OF THE OLD CATTLE GUARD.
 BJ4559'STATION IS 71 FEET N OF THE N FENCE OF TWO FENCE LINES THAT
 BJ4559'FORM A LANE AT THE STATE LINE, AND 60 FEET S OF THE CENTER
 BJ4559'LINE OF A DIM WOODS ROAD.  MARK PROJECTS
 BJ4559'4 INCHES AND IS STAMPED BRANCH 1939.
 BJ4559'
 BJ4559'A 90-FOOT TOWER IS REQUIRED TO SEE ALL STATIONS.
 BJ4559'
 BJ4559'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BJ4559
 BJ4559                          STATION RECOVERY (1949)
 BJ4559
 BJ4559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BJ4559'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BJ4559'CHANGES WERE FOUND IN THE DESCRIPTION TO REACH THE STATION
 BJ4559'DUE TO ROAD CHANGES, AND ALSO CHANGES IN DISTANCES TO LOCAL
 BJ4559'OBJECTS DUE TO A CHANGE IN THE FENCE LINE AND IN THE CUTTING
 BJ4559'OF TIMBER.  DESCRIPTION FOLLOWS--
 BJ4559'
 BJ4559'STATION IS LOCATED ABOUT 9 MILES WEST OF OSYKA, ON PROPERTY
 BJ4559'OWNED BY MR. E.O. BERGOLD, AT THE SITE OF THE MISSISSIPPI-LOUISIANA
 BJ4559'STATE LINE, 86 FEET NORTH OF A WIRE FENCE, 60 FEET SOUTH OF
 BJ4559'THE APPROXIMATE CENTERLINE OF A WOODS ROAD, 25 FEET SOUTH
 BJ4559'OF THE APPROXIMATE CENTERLINE OF A VERY DIM WOODS ROAD, 18
 BJ4559'FEET NORTHWEST OF A TRIANGULAR BLAZED TREE, AND 13 FEET
 BJ4559'SOUTHEAST OF A TRIANGULAR BLAZED TREE.
 BJ4559'
 BJ4559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 BJ4559'51 AND THE GILLSBURG ROAD IN OSYKA, GO WESTERLY ON THE GILLSBURG
 BJ4559'ROAD 0.6 MILE TO A CROSSROAD.  THEN LEFT, WESTERLY, FOR
 BJ4559'8.45 MILES TO A DRIVEWAY ON THE LEFT TO THE HOME OF MR. C.
 BJ4559'WILSON.  THEN LEFT, SOUTHERLY, THROUGH A GATE BETWEEN THE
 BJ4559'HOUSE AND A BARN, AND ON A WOODS ROAD FOR 0.8 MILE TO THE
 BJ4559'STATION AS DESCRIBED.
 BJ4559'
 BJ4559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS
 BJ4559'A CULTIVATED FIELD FOR ABOUT 0.25 MILE TO THE MARK AS DESCRIBED.
 BJ4559'
 BJ4559'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BJ4559'BRANCH 1939.
 BJ4559'
 BJ4559'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF A WIRE FENCE.  IT
 BJ4559'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BRANCH NO 1 1939.
 BJ4559'
 BJ4559'BM TT 93 TX (USGS) IS 6 FEET NORTH OF THE WIRE FENCE.  IT
 BJ4559'IS A STANDARD USGS BM DISK SET IN THE TOP OF A 12-INCH SQUARE
 BJ4559'CONCRETE POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BJ4559'TT 93 TX 1939.
 BJ4559'
 BJ4559'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD,
 BJ4559'21 FEET EAST OF A FENCE CORNER, 7 FEET WEST OF A GATE, AND
 BJ4559'1.5 FEET NORTH OF AN EAST-WEST FENCE.  IT PROJECTS 6 INCHES,
 BJ4559'AND THE DISK IS STAMPED BRANCH 1939.
 BJ4559'
 BJ4559'THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BJ4559'CONCRETE POSTS.
 BJ4559'
 BJ4559'A 103 FOOT TOWER AT BRANCH 1939 WILL SEE 103 FEET AT TATE
 BJ4559'1939.  90 FEET AT BROWNING 1939.  77 FEET AT WALL 1939,
 BJ4559'MC CLENDON AND TERRYS.
 BJ4559'
 BJ4559'HEIGHT OF LIGHT--34 METERS.  HEIGHT OF TRIPOD--31 METERS.
 BJ4559
 BJ4559                          STATION RECOVERY (1954)
 BJ4559
 BJ4559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BJ4559'THE STATION WAS VISITED AND ALL THE MARKS WERE RECOVERED
 BJ4559'IN GOOD CONDITION.  DUE TO ROAD CHANGES THE TO REACH WILL
 BJ4559'BE CHANGED.  ALL THE TRIANGULAR BLAZED TREES AT THE STATION
 BJ4559'HAS BEEN CUT.
 BJ4559'
 BJ4559'A NEW DESCRIPTION FOLLOWS--
 BJ4559'
 BJ4559'THE STATION IS LOCATED ABOUT 9 MILES WEST OF OSYKA, MISS.
 BJ4559'ON THE MISSISSIPPI-LOUISIANA STATE LINE, ON THE PROPERTY
 BJ4559'OWNED BY E.O. BERGOLD, IN A SPARSELY COVERED PINE TIMBERED
 BJ4559'RIDGE, JUST NORTH OF AN OPEN FIELD WITH A TENNANT HOUSE AT
 BJ4559'THE SOUTH EDGE OF THE FIELD.  IT IS 86 FEET NORTH OF THE
 BJ4559'NORTH FENCE LINE, OF TWO FENCES ABOUT 12 FEET APART, PARALLELING
 BJ4559'ONE ANOTHER.  IT IS A STANDARD DISK, STAMPED BRANCH 1939,
 BJ4559'PROJECTING 8 INCHES.
 BJ4559'
 BJ4559'REFERENCE MARK NO. 1 IS 149.00 FEET SOUTHWEST OF THE STATION
 BJ4559'AND 9 FEET NORTH OF THE NORTH FENCE LINE.  IT IS A STANDARD
 BJ4559'DISK, STAMPED BRANCH NO 1 1939, PROJECTING 6 INCHES.
 BJ4559'
 BJ4559'REFERENCE MARK NO. 2 IS TT 93 TX (USGS).  IT IS 81.67 FEET
 BJ4559'SOUTH-SOUTHEAST OF THE STATION, 6 FEET NORTH OF A FENCE LINE.
 BJ4559'IT IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK, STAMPED
 BJ4559'TT 93 TX 1939, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BJ4559'POST PROJECTING 4 INCHES.
 BJ4559'
 BJ4559'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION ON THE
 BJ4559'PROPERTY OF D.M. BRANCH.  IT IS SET IN AN EAST-WEST FENCE
 BJ4559'LINE, 8 FEET WEST OF THE WEST END OF A GATE, 21 FEET EAST
 BJ4559'OF A FENCE CORNER, 27 FEET NORTH OF THE NORTHEAST CORNER
 BJ4559'OF A BARN AND ABOUT 100 FEET NORTHWEST OF THE SOUTHWEST CORNER
 BJ4559'OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED BRANCH 1939,
 BJ4559'PROJECTING 8 INCHES.
 BJ4559'
 BJ4559'TO REACH THE STATION FROM THE RAILROAD STATION IN OSYKA, MISS.
 BJ4559'GO WEST ON PAVED STREET FOR 0.2 MILE TO STATE HIGHWAY 51,
 BJ4559'CROSS STATE HIGHWAY 51 AND CONTINUE FOR 0.6 MILE TO A CROSS
 BJ4559'ROADS, TURN LEFT WEST AND GO 8.35 MILE TO A GRAVEL SIDE
 BJ4559'ROAD LEFT.  (THIS IS 2.25 MILE BY ROAD EAST OF GILLSBURG.)
 BJ4559'TURN LEFT AND PASS THROUGH WIRE GATE AND GO SOUTH, PASSING
 BJ4559'THROUGH THREE MORE WIRE GATES FOR 1.25 MILE TO AN EAST-WEST
 BJ4559'FENCE LINE, HERE FOLLOW TRACK ROAD TO THE RIGHT ALONG THE
 BJ4559'NORTH SIDE OF THE EAST-WEST FENCE FOR 0.15 MILE TO A T FENCE
 BJ4559'CORNER AND GATE IN THE EAST-WEST FENCE.  PASS THROUGH THE
 BJ4559'GATE AND FOLLOW ALONG THE SOUTH SIDE OF THE EAST-WEST FENCE
 BJ4559'FOR 0.2 MILE TO A T FENCE CORNER AND THE END OF TRUCK
 BJ4559'TRAVEL.  THE MARK IS 166 PACES WEST ALONG THE EAST-WEST
 BJ4559'FENCE.
 BJ4559'
 BJ4559'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 BJ4559'SOUTH ALONG THE EAST SIDE OF THE NORTH-SOUTH FENCE FOR 0.25
 BJ4559'MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.05 MILE THE
 BJ4559'THE BRANCH HOME AND THE MARK.
 BJ4559
 BJ4559                          STATION RECOVERY (1969)
 BJ4559
 BJ4559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BJ4559'THE STATION WAS VISITED 6-20-69 AND THE STATION MARK, REFERENCE
 BJ4559'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BJ4559'CONDITION.
 BJ4559'
 BJ4559'THE STATION IS LOCATED 15.7 MILES SOUTHEAST OF LIBERTY, 13.5
 BJ4559'MILES SOUTHWEST OF MAGNOLIA, 8.8 MILES WEST OF OSYKA JUST
 BJ4559'NORTH OF THE LOUISIANA-MISSISSIPPI STATE LINE, IN THE SOUTHEAST
 BJ4559'1/4 OF SECTION 32, T 1N, R 6E AND ON PROPERTY OWNED BY MR.
 BJ4559'E.O. BERGOLD.  IT IS 88 FEET NORTH OF THE NORTH STATE LINE
 BJ4559'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  (NOTE) THE
 BJ4559'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 BJ4559'
 BJ4559'IT IS A STANDARD TRIANGULATION DISK, STAMPED BRANCH 1939
 BJ4559'PROJECTING 8 INCHES.
 BJ4559'
 BJ4559'REFERENCE MARK NO. 1 IS 149.00 FEET SOUTHWEST OF THE STATION.
 BJ4559'IT IS 10 FEET NORTH OF THE NORTH STATE LINE FENCE, 27 FEET
 BJ4559'NORTHWEST OF A 12 INCH PINE, 45.5 FEET EAST OF A 14 INCH
 BJ4559'PINE, 36 FEET SOUTH OF A 10 INCH PINE AND 1 FOOT NORTHEAST
 BJ4559'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BJ4559'BRANCH NO 1 1939 PROJECTING 8 INCHES.
 BJ4559'
 BJ4559'TT 93 TX (USGS) IS 81.67 FEET SOUTH SOUTHEAST OF THE STATION.
 BJ4559'IT IS 7 FEET NORTH OF THE NORTH STATE LINE FENCE, 17 FEET
 BJ4559'SOUTH OF A 14 INCH PINE, 27.5 FEET EAST OF A 9 INCH OAK
 BJ4559'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 BJ4559'USGS BENCH MARK DISK, STAMPED 1939 TT 93 TX PROJECTING 4
 BJ4559'INCHES.
 BJ4559'
 BJ4559'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND TT 93 TX IS
 BJ4559'146.00 FEET.
 BJ4559'
 BJ4559'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 BJ4559'100 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE,
 BJ4559'27 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 20 FEET
 BJ4559'EAST OF A T FENCE CORNER, 14 FEET WEST OF THE CENTER OF A TRACK
 BJ4559'ROAD, 78.5 FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER,
 BJ4559'1 FOOT NORTH OF A FENCE AND 1.5 FEET NORTH OF A METAL WITNESS
 BJ4559'POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BRANCH
 BJ4559'1939 PROJECTING 8 INCHES.
 BJ4559'
 BJ4559'TO REACH THE STATION FROM THE PIKE COUNTY COURTHOUSE IN
 BJ4559'MAGNOLIA GO WEST ON STATE HIGHWAY 48 FOR 0.1 MILE TO THE
 BJ4559'INTERSECTION OF U.S. HIGHWAY 51.  TURN LEFT (SOUTH) AND
 BJ4559'CONTINUE ON U.S. HIGHWAY 51 FOR 9.8 MILES TO THE JUNCTION
 BJ4559'OF STATE HIGHWAY 584 IN OSYKA.  TURN RIGHT (WEST) AND CONTINUE
 BJ4559'ON STATE HIGHWAY 584 FOR 1.9 MILES TO I-55.  CONTINUE WEST
 BJ4559'ON STATE HIGHWAY 584 FOR 4.95 MILES TO A SIDE ROAD LEFT.
 BJ4559'CONTINUE WEST ON STATE HIGHWAY 584 FOR 1.85 MILES TO A PRIVATE
 BJ4559'SIDE ROAD LEFT.  TURN LEFT (SOUTH) PASSING THROUGH A GAP
 BJ4559'AND CONTINUE ON A PRIVATE ROAD FOR 1.2 MILES TO AN EAST-WEST
 BJ4559'FENCE LINE (STATE LINE FENCE).  TURN RIGHT (WEST) AND
 BJ4559'CONTINUE ON A TRACK ON THE NORTH SIDE OF A FENCE FOR 0.1 MILE
 BJ4559'TO A T FENCE CORNER AND A GAP.  TURN LEFT THROUGH THE
 BJ4559'GAP AND CONTINUE SOUTHWEST ON A TRACK ROAD FOR 0.2 MILE
 BJ4559'TO A NORTH AND SOUTH FENCE LINE.* TURN RIGHT (NORTH) AND
 BJ4559'CONTINUE ON A TRACK ROAD ON THE EAST SIDE OF A FENCE FOR
 BJ4559'200 FEET TO A T FENCE CORNER.  CONTINUE WEST ALONG
 BJ4559'AN EAST-WEST FENCE FOR 166 PACES TO THE STATION ON THE
 BJ4559'RIGHT.  *TO REACH THE AZIMUTH TURN LEFT (SOUTH) AND
 BJ4559'CONTINUE ON A TRACK ROAD OF THE EAST SIDE OF A FENCE FOR
 BJ4559'0.1 MILE TO A GAP.  TURN RIGHT THROUGH THE GAP AND
 BJ4559'CONTINUE WEST FOR APPROXIMATELY 250 FEET TO A FRAME
 BJ4559'HOUSE AND THE MARK AS DESCRIBED.
 BJ4559'
 BJ4559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES
 BJ4559'SOUTHEAST OF GILLSBURG
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2193 ***********************************************************************
 BW2193  DESIGNATION -  BRANCH
 BW2193  PID         -  BW2193
 BW2193  STATE/COUNTY-  MS/LAWRENCE
 BW2193  USGS QUAD   -  MONTICELLO (1970)
 BW2193
 BW2193                         *CURRENT SURVEY CONTROL
 BW2193  ___________________________________________________________________
 BW2193* NAD 83(1993)-  31 35 57.45720(N)    090 03 06.28365(W)     ADJUSTED  
 BW2193* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 BW2193  ___________________________________________________________________
 BW2193  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BW2193  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2193  HORZ ORDER  -  FIRST
 BW2193
 BW2193.The horizontal coordinates were established by classical geodetic methods
 BW2193.and adjusted by the National Geodetic Survey in May 1994.
 BW2193
 BW2193.The orthometric height was scaled from a topographic map.
 BW2193
 BW2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2193
 BW2193.The geoid height was determined by GEOID03.
 BW2193
 BW2193;                    North         East     Units Scale Factor Converg.
 BW2193;SPC MS W     -   232,754.283   726,721.903   MT  0.99995880   +0 08 51.2
 BW2193;SPC MS W     -   763,628.01  2,384,253.44   sFT  0.99995880   +0 08 51.2
 BW2193;UTM  15      - 3,499,795.050   779,738.760   MT  1.00056527   +1 32 44.9
 BW2193;UTM  16      - 3,500,064.815   210,437.582   MT  1.00063427   -1 36 00.6
 BW2193
 BW2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2193!SPC MS W     -   0.99998321  x   0.99995880  =   0.99994201
 BW2193!UTM  15      -   0.99998321  x   1.00056527  =   1.00054847
 BW2193!UTM  16      -   0.99998321  x   1.00063427  =   1.00061747
 BW2193
 BW2193:                Primary Azimuth Mark                     Grid Az
 BW2193:SPC MS W     -  HOOK                                     038 24 12.4
 BW2193:UTM  15      -  HOOK                                     037 00 18.7
 BW2193:UTM  16      -  HOOK                                     040 09 04.2
 BW2193
 BW2193|---------------------------------------------------------------------|
 BW2193| PID    Reference Object                     Distance      Geod. Az  |
 BW2193|                                                           dddmmss.s |
 BW2193| BW2191 HOOK                                APPROX. 4.5 KM 0383303.6 |
 BW2193| CY3870 BRANCH RM 1                          41.163 METERS 06138     |
 BW2193| CY3869 BRANCH AZ MK                                       2202820.5 |
 BW2193| CY3871 BRANCH RM 2                          18.956 METERS 24138     |
 BW2193| BW2196 NEW ORLEANS ST LOUIS AWY BN 10      APPROX. 7.9 KM 2792229.0 |
 BW2193|---------------------------------------------------------------------|
 BW2193
 BW2193                          SUPERSEDED SURVEY CONTROL
 BW2193
 BW2193  NAD 83(1986)-  31 35 57.47182(N)    090 03 06.28091(W) AD(       ) 1
 BW2193  NAD 27      -  31 35 56.86600(N)    090 03 05.98000(W) AD(       ) 1
 BW2193
 BW2193.Superseded values are not recommended for survey control.
 BW2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2193.See file dsdata.txt to determine how the superseded data were derived.
 BW2193
 BW2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7973999795(NAD 83)
 BW2193_MARKER: DS = TRIANGULATION STATION DISK
 BW2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2193
 BW2193  HISTORY     - Date     Condition        Report By
 BW2193  HISTORY     - 1947     MONUMENTED       CGS
 BW2193  HISTORY     - 1955     GOOD             CGS
 BW2193  HISTORY     - 1972     GOOD             MSSU
 BW2193  HISTORY     - 1973     GOOD             NGS
 BW2193
 BW2193                          STATION DESCRIPTION
 BW2193
 BW2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2193'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF MONTICELLO,
 BW2193'AND 3 MILES WEST OF SILVER CREEK.  IT IS 32 FEET NORTHWEST
 BW2193'OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 16 FEET EAST
 BW2193'OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 BW2193'THE DISK IS STAMPED BRANCH 1947.
 BW2193'
 BW2193'REFERENCE MARK NO. 1 IS 136.05 FEET NORTH-NORTHEAST OF THE
 BW2193'STATION, 50 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE
 BW2193'OF THE ROAD, 41 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 BW2193'A FARM HOUSE, AND 3 FEET EAST OF A WIRE FENCE.  THE MARK
 BW2193'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BRANCH NO 1 1947.
 BW2193'
 BW2193'REFERENCE MARK NO. 2 IS 62.15 FEET SOUTHWEST OF THE STATION,
 BW2193'26 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 BW2193'AND 3 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES,
 BW2193'AND THE DISK IS STAMPED BRANCH NO 2 1947.
 BW2193'
 BW2193'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHWEST OF THE STATION,
 BW2193'18 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND
 BW2193'2.5 FEET NORTH OF THE WITNESS POST.  THE MARK PROJECTS 4
 BW2193'INCHES, AND THE DISK IS STAMPED BRANCH 1947.
 BW2193'
 BW2193'TO REACH THE STATION FROM THE RAILROAD TRACK IN SILVER CREEK,
 BW2193'GO WEST ON U.S. HIGHWAY 84 FOR 1.0 MILE TO A CROSSROAD.  TURN
 BW2193'RIGHT, NORTH, AND GO 1.45 MILES TO ANOTHER CROSSROAD.  TURN
 BW2193'LEFT, WEST AND GO 1.95 MILES TO A BIG FARM HOUSE AND THE
 BW2193'STATION ON THE RIGHT.
 BW2193'
 BW2193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 BW2193'ON THE MAIN DIRT ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE
 BW2193'LEFT, AND THE AZIMUTH MARK ON THE RIGHT.
 BW2193'
 BW2193'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2193
 BW2193                          STATION RECOVERY (1955)
 BW2193
 BW2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2193'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2193'CONDITION.  A 1 FOOT ERROR WAS FOUND IN THE MEASUREMENT
 BW2193'TO REFERENCE MARK NO. 1.
 BW2193'
 BW2193'A NEW DESCRIPTION FOLLOWS--
 BW2193'
 BW2193'THE STATION IS LOCATED 4.5 MILES NE OF MONTICELLO AND 3
 BW2193'MILES W. OF SILVER CREEK ON PROPERTY OWNED BY BYRONNE E.
 BW2193'SILLS, 30 FEET NW OF THE CENTER OF A GRAVELED ROAD, 50 FEET
 BW2193'WNW OF A 30-INCH OAK TREE A THE N. EDGE OF THE ROAD, 77
 BW2193'FEET SSW OF THE PROJECTED TANGENT OF THE SW SIDE OF THE
 BW2193'SILL HOUSE, 15 FEET SE OF A FENCE LINE AND 41 FEET NW OF A
 BW2193'SYCAMORE TREE ON THE SOUTH EDGE OF THE ROAD.  IT IS A STANDARD
 BW2193'DISK, STAMPED BRANCH 1947, FLUSH WITH THE GROUND.
 BW2193'
 BW2193'REFERENCE MARK NO. 1 IS 135.05 FEET NNE OF THE STATION, 41
 BW2193'FEET SE OF THE SE CORNER OF THE SILL HOUSE, 50 FEET NW
 BW2193'OF THE CENTER OF THE GRAVELED ROAD, 6 FEET W OF A FENCE
 BW2193'LINE AND 54 FEET SE OF THE SE CORNER OF THE BRICK CHIMNEY
 BW2193'ON THE NE SIDE OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 BW2193'BRANCH NO 1 1947, PROJECTING 4 INCHES.
 BW2193'
 BW2193'REFERENCE MARK NO. 2 IS 62.15 FEET SSW OF THE STATION AND
 BW2193'IN LINE WITH THE STATION AND REFERENCE MARK NO. 1, 27 FEET
 BW2193'NW OF THE CENTER OF THE GRAVELED ROAD, 7 FEET ESE OF THE
 BW2193'NE END OF A WOODEN GATE, 2.5 FEET SE OF A FENCE LINE AND 82
 BW2193'FEET ESE OF THE SE CORNER OF A BARN.  IT IS A STANDARD DISK,
 BW2193'STAMPED BRANCH NO 2 1947, PROJECTING 3 INCHES.
 BW2193'
 BW2193'THE AZIMUTH MARK IS 0.2 MILE SSW OF THE STATION, ON THE
 BW2193'INSIDE OF THE FIRST CURVE SW OF THE STATION AND OPPOSITE
 BW2193'A SIDE ROAD LEADING WEST, 18 FEET E. OF THE CENTER OF THE
 BW2193'GRAVELED ROAD, 2.5 FEET NORTH OF A WITNESS POST AND IN A
 BW2193'FENCE LINE.  IT IS ON THE TOP OF A 4-FOOT CUT BANK.  IT IS
 BW2193'A STANDARD DISK, STAMPED BRANCH 1947, PROJECTING 6 INCHES.
 BW2193'NOTE--THE MARK IS NOT VISIBLE FROM THE STATION
 BW2193'WITHOUT CONSIDERABLE CLEARING.
 BW2193'
 BW2193'TO REACH THE STATION FROM THE MAIN CROSSROADS IN SILVER
 BW2193'CREEK, JUST WEST OF THE RAILROAD CROSSING, GO SOUTH ON
 BW2193'U.S. HIGHWAY 84 FOR 1.0 MILE TO A CROSSROAD ON THE TOP OF
 BW2193'A HILL, TURN RIGHT AND GO NW FOR 1.5 MILE TO ANOTHER CROSSROAD,
 BW2193'TURN LEFT AND GO 2.0 MILES TO THE STATION AND MR. SILLS
 BW2193'HOUSE ON THE RIGHT.  CONTINUE SW FOR 0.2 MILE TO THE AZIMUTH
 BW2193'MARK ON THE LEFT.
 BW2193
 BW2193                          STATION RECOVERY (1972)
 BW2193
 BW2193'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (FRW)
 BW2193'BRANCH 1947 - GOOD
 BW2193'
 BW2193'BRANCH NO 1 1947 - GOOD
 BW2193'
 BW2193'BRANCH NO 2 1947 - GOOD
 BW2193'
 BW2193'BRANCH 1947 - GOOD
 BW2193'
 BW2193'AZ. MK. POST FOUND UPROOTED BY ROAD GRADER ABOUT 2 YRS PRIOR
 BW2193
 BW2193                          STATION RECOVERY (1973)
 BW2193
 BW2193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 BW2193'THE STATION WAS VISITED 2-14-73 AND THE STATION, REFERENCE
 BW2193'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2193'AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BW2193'REFERENCE MARK NO. 1 WAS LOWERED AT THIS DATE AT THE PROPERTY
 BW2193'OWNERS REQUEST.  THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED.
 BW2193'A DIFFERENCE OF .03 FEET WAS NOTED TO REFERENCE MARK NO. 2.
 BW2193'THE ANGLE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 FAILED
 BW2193'TO CHECK BY 3 MINUTES AND 38 SECONDS, THIS WAS CHECKED BEFORE
 BW2193'THE MARK WAS LOWERED.  A NEW DESCRIPTION FOLLOWS--
 BW2193'
 BW2193'THE STATION IS LOCATED 3 MILE WEST OF SILVER CREEK, 4.7
 BW2193'MILES NORTHEAST OF MONTICELLO, NEAR THE CENTER OF SEC. 6,
 BW2193'T 7N., R 12 E., AND ON LAND OWNED BY MR. BYRONNE SILLS.  IT
 BW2193'IS IN THE FRONT YARD OF MR. SILLS HOUSE, 34 FEET NORTH OF
 BW2193'THE CENTER OF A BLACK TOP ROAD, 31 FEET NORTHWEST OF A 40-INCH
 BW2193'OAK TREE, 104.5 FEET WEST OF THE DRIVEWAY TO THE HOUSE, 85
 BW2193'FEET WNW OF THE NE ONE OF TWO 12-INCH BLACK GUM TREES,
 BW2193'55.5 FEET SW OF A CHINA BERRY TREE, 21.5 FEET SE OF A 9-INCH
 BW2193'WALNUT TREE, 78 FEET WNW OF A FENCE CORNER, 17 FEET NORTH
 BW2193'OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BW2193'IS A TRIANGULATION STATION DISK STAMPED BRANCH 1947, FLUSH
 BW2193'WITH THE GROUND.
 BW2193'
 BW2193'REFERENCE MARK NO. 135.05 FEET EAST-NORTHEAST OF THE STATION,
 BW2193'49 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 12 FEET
 BW2193'EAST OF THE CENTER OF THE DRIVEWAY, 71 FEET SOUTH OF THE
 BW2193'SOUTHWEST CORNER OF THE CARPORT OF THE BRICK HOUSE, 55 FEET
 BW2193'NORTHEAST OF THE NORTHEAST ONE OF TWO 12-INCH BLACK GUM
 BW2193'TREE, 61 FEET WEST OF A 12-INCH PECAN TREE.  IT IS A REFERENCE
 BW2193'MARK DISK, STAMPED BRANCH NO 1 1947 1973, FLUSH.
 BW2193'
 BW2193'REFERENCE MARK NO. 2 IS 62.18 FEET WEST-SOUTHWEST OF THE
 BW2193'STATION AND IN LINE WITH THE STATION AND REFERENCE MARK NO.
 BW2193'1, 28 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 12.5
 BW2193'FEET EAST OF THE CENTER OF A GATE, 8 FEET SOUTH OF A 10-INCH
 BW2193'GUM TREE, 2.5 FEET NORTHEAST OF A FENCE LINE.  IT IS A REFERENCE
 BW2193'MARK DISK STAMPED BRANCH NO 2 1947, FLUSH WITH THE GROUND.
 BW2193'
 BW2193'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO, GO
 BW2193'EAST ON U.S. HIGHWAY 84 FOR 3.4 MILES TO A SIDE ROAD LEFT.
 BW2193'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO
 BW2193'THE STATION ON THE LEFT.
 BW2193'
 BW2193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BW2193'WEST OF SILVER CREEK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0860 ***********************************************************************
 CO0860  DESIGNATION -  BRANDON RESET
 CO0860  PID         -  CO0860
 CO0860  STATE/COUNTY-  MS/RANKIN
 CO0860  USGS QUAD   -  BRANDON (1982)
 CO0860
 CO0860                         *CURRENT SURVEY CONTROL
 CO0860  ___________________________________________________________________
 CO0860* NAD 83(1993)-  32 16 35.26490(N)    089 59 26.36359(W)     ADJUSTED  
 CO0860* NAVD 88     -       158.723  (meters)     520.74   (feet)  ADJUSTED  
 CO0860  ___________________________________________________________________
 CO0860  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CO0860  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CO0860  DYNAMIC HT  -         158.539 (meters)     520.14  (feet)  COMP
 CO0860  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CO0860
 CO0860  HORZ ORDER  -  FIRST
 CO0860  VERT ORDER  -  FIRST     CLASS I
 CO0860
 CO0860.The horizontal coordinates were established by classical geodetic methods
 CO0860.and adjusted by the National Geodetic Survey in May 1994.
 CO0860
 CO0860.The orthometric height was determined by differential leveling
 CO0860.and adjusted in June 1991.
 CO0860
 CO0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0860
 CO0860.The geoid height was determined by GEOID03.
 CO0860
 CO0860.The dynamic height is computed by dividing the NAVD 88
 CO0860.geopotential number by the normal gravity value computed on the
 CO0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0860.degrees latitude (g = 980.6199 gals.).
 CO0860
 CO0860.The modeled gravity was interpolated from observed gravity values.
 CO0860
 CO0860;                    North         East     Units Scale Factor Converg.
 CO0860;SPC MS W     -   307,856.029   732,281.538   MT  0.99996285   +0 10 58.8
 CO0860;SPC MS W     - 1,010,024.32  2,402,493.68   sFT  0.99996285   +0 10 58.8
 CO0860;UTM  16      - 3,575,008.125   218,312.031   MT  1.00057863   -1 35 53.1
 CO0860;UTM  15      - 3,575,057.404   783,448.773   MT  1.00059091   +1 36 29.1
 CO0860
 CO0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0860!SPC MS W     -   0.99997924  x   0.99996285  =   0.99994209
 CO0860!UTM  16      -   0.99997924  x   1.00057863  =   1.00055786
 CO0860!UTM  15      -   0.99997924  x   1.00059091  =   1.00057014
 CO0860
 CO0860:                Primary Azimuth Mark                     Grid Az
 CO0860:SPC MS W     -  RED AIRWAY 10 BEACON 44                  012 14 45.0
 CO0860:UTM  16      -  RED AIRWAY 10 BEACON 44                  014 01 36.9
 CO0860:UTM  15      -  RED AIRWAY 10 BEACON 44                  010 49 14.7
 CO0860
 CO0860|---------------------------------------------------------------------|
 CO0860| PID    Reference Object                     Distance      Geod. Az  |
 CO0860|                                                           dddmmss.s |
 CO0860| CO1422 RED AIRWAY 10 BEACON 44             APPROX. 7.4 KM 0122543.8 |
 CO0860| CO0861 BRANDON RM 1                         40.943 METERS 06926     |
 CO0860| CO1411 RICH                                APPROX. 7.0 KM 1433720.4 |
 CO0860| CO1421 BRANDON MUNICIPAL TANK              367.244 METERS 16511     |
 CO0860| CO0862 BRANDON RM 2                         49.615 METERS 30000     |
 CO0860| CO0863 BRANDON AZ MK                                      3202626.1 |
 CO0860|---------------------------------------------------------------------|
 CO0860
 CO0860                          SUPERSEDED SURVEY CONTROL
 CO0860
 CO0860  NAD 83(1986)-  32 16 35.27887(N)    089 59 26.35969(W) AD(       ) 1
 CO0860  NAD 27      -  32 16 34.75100(N)    089 59 26.06200(W) AD(       ) 1
 CO0860  NGVD 29 (??/??/??)  158.725  (m)          520.75   (f) ADJUSTED    1 1
 CO0860
 CO0860.Superseded values are not recommended for survey control.
 CO0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0860.See file dsdata.txt to determine how the superseded data were derived.
 CO0860
 CO0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA1831275008(NAD 83)
 CO0860_MARKER: DS = TRIANGULATION STATION DISK
 CO0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0860_STAMPING: BRANDON 1931 1945
 CO0860_MARK LOGO: CGS   
 CO0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0860+STABILITY: SURFACE MOTION
 CO0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0860+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 CO0860
 CO0860  HISTORY     - Date     Condition        Report By
 CO0860  HISTORY     - 1931     MONUMENTED       CGS
 CO0860  HISTORY     - 1940     GOOD             BGCO
 CO0860  HISTORY     - 1945     SEE DESCRIPTION  CGS
 CO0860  HISTORY     - 1957     GOOD             CGS
 CO0860  HISTORY     - 1961     GOOD             MSHD
 CO0860  HISTORY     - 1968     GOOD             CGS
 CO0860  HISTORY     - 1968     GOOD             NGS
 CO0860  HISTORY     - 1974     GOOD             MSU
 CO0860  HISTORY     - 1977     GOOD             MSHD
 CO0860  HISTORY     - 20031130 GOOD             MSSU
 CO0860
 CO0860                          STATION DESCRIPTION
 CO0860
 CO0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CO0860'IN THE TOWN OF BRANDON, ON THE S SIDE OF U.S. HIGHWAY 80, ON
 CO0860'PROPERTY OF R.D. MORROW, 12.8 METERS S OF THE CENTER LINE OF
 CO0860'THE HIGHWAY, 33.6 METERS N OF THE OUTSIDE CHIMNEY ON THE N SIDE
 CO0860'OF MORROWS HOUSE, AND IN THE N END OF THE YARD.
 CO0860'
 CO0860'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO0860'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO0860'
 CO0860'REFERENCE MARK 1 IS 41.5 METERS NE OF THE STATION AND 8 METERS
 CO0860'E OF THE CENTER LINE OF THE DIRT ROAD LEADING N FROM U.S. HIGHWAY
 CO0860'80 JUST AT THE END OF MORROWS YARD.  IT IS A BRONZE REFERENCE
 CO0860'DISK SET IN TOP OF A CONCRETE POST.
 CO0860'
 CO0860'REFERENCE MARK 2 IS 49.75 METERS NW OF THE STATION, 7.2 METERS
 CO0860'N OF THE CENTER LINE OF U.S. HIGHWAY 80, AND APPROXIMATELY
 CO0860'50 METERS NE OF THE NE CORNER OF GRAVEYARD.  IT IS A BRONZE
 CO0860'REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 CO0860'
 CO0860'REACHED BY FOLLOWING U.S. HIGHWAY 80 W FROM THE BRANDON POST
 CO0860'OFFICE ABOUT 1/3 MILE TO TOP OF HILL JUST E OF GRAVEYARD.
 CO0860'STATION IS ON BANK TO THE S.
 CO0860
 CO0860                          STATION RECOVERY (1940)
 CO0860
 CO0860'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1940
 CO0860'RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.
 CO0860
 CO0860                          STATION RECOVERY (1945)
 CO0860
 CO0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO0860'STATION WAS RECOVERED AND ALL MARKS WERE FOUND
 CO0860'TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 CO0860'WERE CHECKED AND FOUND TO BE INCORRECT.  THE STATION MARK WAS
 CO0860'RAISED TO A SURFACE MARK.  A NEW AZIMUTH MARK WAS SET BY THIS
 CO0860'PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 CO0860'
 CO0860'STATION IS LOCATED ON THE S SIDE OF OLD U.S. HIGHWAY 80, ABOUT
 CO0860'0.3 MILE N OF THE NEW U.S. HIGHWAY 80 AND THE WATER TANK IN THE
 CO0860'CITY OF BRANDON, 32 FEET S OF THE CENTER OF THE ROAD, 100 FEET
 CO0860'NE OF THE NW CORNER OF THE HOUSE, AND 41 FEET S OF POWER POLE
 CO0860'NO. 10-5282 X.  THE DISK IS STAMPED BRANDON 1931 1945 AND IS
 CO0860'FLUSH WITH THE GROUND.
 CO0860'
 CO0860'REFERENCE MARK 1 IS 134.33 FEET E OF THE STATION ON THE N SIDE
 CO0860'OF THE ROAD, 54 FEET N OF THE CENTER OF THE ROAD, AND 28 FEET
 CO0860'SW OF THE SW CORNER OF A WHITE HOUSE.  THE DISK IS STAMPED
 CO0860'BRANDON NO 1 1931 AND PROJECTS ABOUT 6 INCHES.
 CO0860'
 CO0860'REFERENCE MARK 2 IS 162.78 FEET NW OF THE STATION ON THE N SIDE
 CO0860'OF THE ROAD, 2 FEET S OF A STANDARD WITNESS POST, 22 FEET N OF
 CO0860'THE CENTER OF THE ROAD, AND 5 FEET SW OF THE SW CORNER OF A
 CO0860'GARAGE.  THE DISK IS STAMPED BRANDON NO 2 1931 AND PROJECTS ABOUT
 CO0860'6 INCHES.
 CO0860'
 CO0860'AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION OF THE W
 CO0860'SIDE OF THE ROAD, 40 FEET W OF THE CENTER OF THE ROAD, AND 80
 CO0860'FEET NE OF THE NE CORNER OF AN OLD HOUSE.  THE DISK IS STAMPED
 CO0860'BRANDON 1945.
 CO0860'
 CO0860'TO REACH THE STATION FROM THE WATER TANK IN BRANDON, GO N ON PAVED
 CO0860'ROAD 0.3 MILE TO STATION ON THE LEFT.  CONTINUE ON PAVED ROAD
 CO0860'0.4 MILE OT THE AZIMUTH MARK ON THE LEFT.
 CO0860'
 CO0860'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CO0860
 CO0860                          STATION RECOVERY (1957)
 CO0860
 CO0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO0860'THE STATION WAS VISITED ON 6-5-57.  THE STATION AND BOTH REFERENCE
 CO0860'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CO0860'IN POOR CONDITION.  THE BANK WAS CAVED OFF AT THE EAST SIDE OF
 CO0860'THE POST.  IT COULD NOT BE SEEN FROM THE STATION.
 CO0860'
 CO0860'THE STATION IS IN THE NORTHWEST SECTION OF BRANDON, ON THE
 CO0860'PROPERTY OF ROBERT D. MORROW, 0.3 MILE NORTH OF U.S. HIGHWAY 80,
 CO0860'41 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 471, 14.5 FEET
 CO0860'SOUTH OF A BRICK PILLAR WHICH IS AT THE EAST END OF A GATEWAY
 CO0860'AND CONCRETE STEPS, 32.5 FEET SOUTH SOUTHEAST OF A POWER POLE
 CO0860'WITH A TRANSFORMER ON IT, 112 FEET NORTH OF THE NORTHEAST
 CO0860'CORNER OF A BRICK CHIMNEY WHICH IS ON THE NORTH SIDE OF A WHITE
 CO0860'HOUSE, 42 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 95
 CO0860'PACES EAST OF THE NORTHEAST CORNER OF A CEMETERY, 37 FEET
 CO0860'WEST OF A 24 INCH CEDAR TREE.  IT IS A STANDARD DISK, STAMPED
 CO0860'BRANDON 1931 1945, FLUSH WITH THE GROUND.
 CO0860'
 CO0860'REFERENCE MARK NO. 1 IS 134.33 FEET EAST OF THE STATION, ON THE
 CO0860'PROPERTY OF I.L. KENDALL, 51 FEET NORTH OF THE CENTER LINE
 CO0860'OF STATE HIGHWAY 471, 33 FEET EAST OF THE CENTER LINE OF A NORTH
 CO0860'AND SOUTH STREET, 8 FEET SOUTHEAST OF A 24 INCH CEDAR TREE, 28
 CO0860'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  IT IS A
 CO0860'STANDARD DISK, STAMPED BRANDON NO 1 1931, PROJECTS 1.4 FEET.
 CO0860'
 CO0860'REFERENCE MARK NO. 2 IS 162.78 FEET WEST OF THE STATION, 24 FEET
 CO0860'NORTH OF THE CENTER LINE OF STATE HIGHWAY 471, 44 FEET NORTH
 CO0860'NORTHWEST OF POWER POLE NO. 258, 37 FEET WEST OF A FENCE CORNER,
 CO0860'1 FOOT NORTH OF A FENCE.  IT IS A STANDARD DISK, STAMPED
 CO0860'BRANDON NO 2 1931, PROJECTS 6 INCHES.
 CO0860'
 CO0860'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 40 FEET
 CO0860'WEST OF THE CENTER LINE OF STATE HIGHWAY 471, 52 FEET SOUTHWEST
 CO0860'OF POWER POLE NO. 16, 11 FEET WEST OF A ROW OF POWER POLES.  IT
 CO0860'IS A STANDARD DISK, STAMPED BRANDON 1945, PROJECTS 4 INCHES ON
 CO0860'THE WEST SIDE.
 CO0860'
 CO0860'TO REACH THE STATION FROM THE MEMORIAL MONUMENT AT BRANDON GO
 CO0860'WEST ALONG U.S. HIGHWAY 80 0.15 MILE TO A JUNCTION WITH STATE
 CO0860'HIGHWAY 471, TURN RIGHT AND GO NORTH ALONG STATE HIGHWAY 471
 CO0860'0.3 MILE TO THE STATION ON THE LEFT, CONTINUE NORTH ALONG
 CO0860'STATE HIGHWAY 471 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CO0860
 CO0860                          STATION RECOVERY (1961)
 CO0860
 CO0860'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO0860'THE STATION WAS VISITED 7-27-61.  THE STATION, R.M. NO. 1 AND R.M.
 CO0860'NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CO0860'IN POOR CONDITION.  THE BANK WAS CAVED OFF AT THE EAST SIDE OF
 CO0860'THE POST.  IT CAN NOT BE SEEN FROM THE STATION.  THE 1957 RECOVERY
 CO0860'NOTE BY R.A.G. IS ADEQUATE.
 CO0860
 CO0860                          STATION RECOVERY (1968)
 CO0860
 CO0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CO0860'THE STATION MARK, STAMPED BRANDON 1931 1945, IS ABOUT 0.15 MILE WEST
 CO0860'ALONG U.S. HIGHWAY 80 WHICH IS WEST GOVERNMENT STREET FROM THE
 CO0860'RANKIN COUNTY COURTHOUSE AT BRANDON, THENCE 0.25 MILE NORTH ALONG
 CO0860'STATE HIGHWAY 471 WHICH IS NORTH COLLEGE STREET, 41 FEET SOUTH OF
 CO0860'THE CENTERLINE OF THE HIGHWAY, 111-1/2 FEET WEST OF THE
 CO0860'CENTERLINE OF PEARL STREET, 111 FEET NORTH OF A BRICK CHIMNEY ON THE
 CO0860'NORTH SIDE OF A FRAME HOUSE, 134.33 FEET WEST AND ACROSS THE
 CO0860'HIGHWAY FROM RM 1, 162.78 FEET SOUTHEAST OF RM 2, 37 FEET WEST
 CO0860'OF A 26-INCH CEDAR TREE, 14 FEET SOUTH OF A HEDGEROW, ABOUT 5 FEET
 CO0860'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CO0860'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0860'
 CO0860'RM 1, STAMPED BRANDON NO 1 1931, IS 134.33 FEET EAST AND ACROSS THE
 CO0860'HIGHWAY FROM THE STATION MARK, 51-1/2 FEET NORTHEAST OF THE
 CO0860'CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF PEARL
 CO0860'STREET, 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 CO0860'HOUSE, 31 FEET NORTHEAST OF LIGHT POLE NUMBER 260, 8 FEET SOUTH
 CO0860'OF A 20-INCH CEDAR TREE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CO0860'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 13
 CO0860'INCHES.
 CO0860'
 CO0860'RM 2, STAMPED BRANDON NO 2 1931, IS 163.78 FEET NORTHWEST AND ACROSS
 CO0860'THE HIGHWAY FROM THE STATION MARK, 139 FEET NORTHEAST AND ACROSS THE
 CO0860'HIGHWAY FROM THE NORTHEAST CORNER OF A CEMETERY, 23-1/2 FEET NORTH
 CO0860'OF THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH AND ACROSS THE
 CO0860'HIGHWAY FROM POWER POLE NUMBER 258, 66 FEET EAST OF THE SOUTHEAST
 CO0860'CORNER OF A METAL BUILDING, 1 FOOT NORTH OF A FENCE, ABOUT 1 FOOT
 CO0860'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CO0860'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0860'
 CO0860'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.
 CO0860'
 CO0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 CO0860'NORTHWEST.
 CO0860
 CO0860                          STATION RECOVERY (1968)
 CO0860
 CO0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0860'0.4 MI NW FROM BRANDON.
 CO0860'ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAY 80 WHICH IS WEST GOVERNMENT
 CO0860'STREET FROM THE RANKIN COUNTY COURTHOUSE AT BRANDON, THENCE 0.25 MILE
 CO0860'NORTHWEST ALONG STATE HIGHWAY 471 WHICH IS NORTH COLLEGE STREET, 41
 CO0860'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 111 1/2 FEET WEST OF THE
 CO0860'CENTERLINE OF PEARL STREET, 111 FEET NORTH OF A BRICK CHIMNEY ON THE
 CO0860'NORTH SIDE OF A FRAME HOUSE, 134.33 FEET WEST AND ACROSS THE HIGHWAY
 CO0860'FROM BRANDON RM 1, 162.78 FEET SOUTHEAST OF BRANDON RM 2, 37 FEET WEST
 CO0860'OF A 26-INCH CEDAR TREE, 14 FEET SOUTH OF A HEDGEROW, ABOUT 5 FEET
 CO0860'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CO0860'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 16, T 5N, R
 CO0860'3E.
 CO0860
 CO0860                          STATION RECOVERY (1974)
 CO0860
 CO0860'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (JRM)
 CO0860'BRANDON 1931 1945 RECOVERED IN GOOD CONDITION.
 CO0860'
 CO0860'BRANDON NO 1 1931 RECOVERED IN GOOD CONDITION.
 CO0860'
 CO0860'BRANDON NO 2 1931 RECOVERED IN GOOD CONDITION.
 CO0860'
 CO0860'BRANDON 1945 (AZ MK) DESTROYED - FOUND POST UPROOTED WITH DISK
 CO0860'REMOVED BY P.P. NO 16.
 CO0860
 CO0860                          STATION RECOVERY (1977)
 CO0860
 CO0860'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO0860'THE STATION WAS VISITED 5-10-77 AND THE STATION MARK, RM NO 1 AND
 CO0860'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CO0860'DESTROYED IN 1968 BY A C AND GS LEVEL PARTY.
 CO0860'
 CO0860'THE STATION IS LOCATED 0.3 MILE NORTHWEST OF THE CENTER OF BRANDON N
 CO0860'NEAR THE CENTER OF THE NORTH LAWN OF A LARGE FRAME HOUSE ABOUT 100
 CO0860'YARDS EAST OF A LARGE CEMETERY IN THE SOUTHEAST 1/4 OF SECTION 16,
 CO0860'T 5N, R 3E.  IT IS 274 FEET EAST OF THE NORTHEAST CORNER OF A
 CO0860'CYCLONE FENCE AROUND A LARGE CEMETERY, 257 FEET EAST OF THE CENTER
 CO0860'OF OLD DEPOT ROAD, 112 FEET WEST OF THE CENTER OF PEARL STREET,
 CO0860'111 FEET NORTH OF A BRICK CHIMNEY ON THE NORTH SIDE OF A LARGE
 CO0860'FRAME HOUSE, 41 FEET SOUTH OF THE CENTER OF HIGHWAY 471, 37 FEET
 CO0860'WEST OF A 28 INCH CEDAR, 32.5 FEET SOUTH-SOUTHEAST OF A POWER
 CO0860'POLE, 14.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE EAST ONE
 CO0860'OF TWO BRICK PILLARS ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY
 CO0860'AND IS FLUSH WITH THE GROUND.  IT IS A TRIANGULATION DISK,
 CO0860'STAMPED BRANDON 1931 1945.
 CO0860'
 CO0860'REFERENCE MARK NO 1 IS 134.33 FEET NORTHEAST OF THE STATION.  IT IS
 CO0860'51 FEET NORTHEAST OF THE CENTER OF HIGHWAY 471, 33 FEET EAST OF THE
 CO0860'CENTER OF PEARL STREET, 31 FEET NORTHEAST OF POWER POLE NO. 260, 28
 CO0860'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 8 FEET
 CO0860'SOUTH OF A 20 INCH CEDAR ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 CO0860'AND PROJECTS 13 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 CO0860'BRANDON NO 1 1931.
 CO0860'
 CO0860'REFERENCE MARK NO 2 IS 162.78 FEET NORTHWEST OF THE STATION.  IT IS
 CO0860'139 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 CO0860'OF A CYCLONE FENCE AROUND A LARGE CEMETERY, 233 FEET WEST OF THE
 CO0860'CENTER OF PEARL STREET, 114 FEET EAST OF THE PROJECTED CENTER OF
 CO0860'OLD DEPOT ROAD, 66 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 CO0860'METAL BUILDING HOUSING GAS RELIEF VALVES, 45 FEET NORTH OF POWER
 CO0860'POLE NO. 258, 99.5 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 CO0860'HOUSE, 23.5 FEET NORTH OF THE CENTER OF HIGHWAY 471, 13 FEET WEST
 CO0860'OF A 7 INCH CEDAR, 1 FOOT EAST OF A METAL WITNESS POST ABOUT 1 FOOT
 CO0860'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.
 CO0860'
 CO0860'TO REACH THE STATION FROM THE COURTHOUSE IN BRANDON GO WEST ON U.S.
 CO0860'HIGHWAY 80 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 471.  TURN
 CO0860'RIGHT AND GO NORTH ON STATE HIGHWAY 471 FOR 0.3 MILE TO THE MARK ON
 CO0860'THE LEFT JUST BEYOND THE INTERSECTION OF PEARL STREET.
 CO0860'
 CO0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE NORTHWEST
 CO0860'OF BRANDON.
 CO0860
 CO0860                          STATION RECOVERY (2003)
 CO0860
 CO0860'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (DCW)
 CO0860'BRANDON 1931 1945 RECOVERED IN GOOD CONDTION.
 CO0860'BRANDON NO 1 RECOVERED IN GOOD CONDITION.
 CO0860'BRANDON NO 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0861 ***********************************************************************
 CO0861  DESIGNATION -  BRANDON RM 1
 CO0861  PID         -  CO0861
 CO0861  STATE/COUNTY-  MS/RANKIN
 CO0861  USGS QUAD   -  BRANDON (1982)
 CO0861
 CO0861                         *CURRENT SURVEY CONTROL
 CO0861  ___________________________________________________________________
 CO0861* NAD 83(1986)-  32 16 35.     (N)    089 59 26.     (W)     SCALED    
 CO0861* NAVD 88     -       156.751  (meters)     514.27   (feet)  ADJUSTED  
 CO0861  ___________________________________________________________________
 CO0861  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CO0861  DYNAMIC HT  -         156.569 (meters)     513.68  (feet)  COMP
 CO0861  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CO0861
 CO0861  VERT ORDER  -  FIRST     CLASS I
 CO0861
 CO0861.The horizontal coordinates were scaled from a topographic map and have
 CO0861.an estimated accuracy of +/- 6 seconds.
 CO0861
 CO0861.The orthometric height was determined by differential leveling
 CO0861.and adjusted in June 1991.
 CO0861
 CO0861.The geoid height was determined by GEOID03.
 CO0861
 CO0861.The dynamic height is computed by dividing the NAVD 88
 CO0861.geopotential number by the normal gravity value computed on the
 CO0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0861.degrees latitude (g = 980.6199 gals.).
 CO0861
 CO0861.The modeled gravity was interpolated from observed gravity values.
 CO0861
 CO0861;                    North         East    Units  Estimated Accuracy
 CO0861;SPC MS W     -   307,850.      732,290.      MT  (+/- 180 meters Scaled)
 CO0861
 CO0861                          SUPERSEDED SURVEY CONTROL
 CO0861
 CO0861  NGVD 29 (??/??/??)  156.753  (m)          514.28   (f) ADJUSTED    1 1
 CO0861
 CO0861.Superseded values are not recommended for survey control.
 CO0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0861.See file dsdata.txt to determine how the superseded data were derived.
 CO0861
 CO0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA183750(NAD 83)
 CO0861_MARKER: DR = REFERENCE MARK DISK
 CO0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0861_STAMPING: BRANDON NO 1 1931
 CO0861_MARK LOGO: CGS   
 CO0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0861+STABILITY: SURFACE MOTION
 CO0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0861+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2008
 CO0861
 CO0861  HISTORY     - Date     Condition        Report By
 CO0861  HISTORY     - 1931     MONUMENTED       CGS
 CO0861  HISTORY     - 1968     GOOD             NGS
 CO0861  HISTORY     - 1977     GOOD             MSHD
 CO0861  HISTORY     - 20040410 GOOD             INDIV
 CO0861  HISTORY     - 20080405 GOOD             MSSU
 CO0861
 CO0861                          STATION DESCRIPTION
 CO0861
 CO0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0861'0.4 MI NW FROM BRANDON.
 CO0861'ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAY 80 WHICH IS WEST GOVERNMENT
 CO0861'STREET FROM THE RANKIN COUNTY COURTHOUSE AT BRANDON, THENCE 0.25 MILE
 CO0861'NORTH ALONG STATE HIGHWAY 471 WHICH IS NORTH COLLEGE STREET, 51 1/2
 CO0861'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF THE
 CO0861'CENTERLINE OF PEARL STREET, 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CO0861'OF A FRAME HOUSE, 31 FEET NORTHEAST OF LIGHT POLE NUMBER 260, 8 FEET
 CO0861'SOUTH OF A 20-INCH CEDAR TREE, 134.33 FEET EAST AND ACROSS THE HIGHWAY
 CO0861'FROM TRIANGULATION STATION BRANDON 1931, ABOUT 1 FOOT ABOVE THE LEVEL
 CO0861'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CO0861'13 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 16, T 5N, R 3E.
 CO0861
 CO0861                          STATION RECOVERY (1977)
 CO0861
 CO0861'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0861'THE MARK IS LOCATED 0.3 MILE NORTHWEST OF THE CENTER OF BRANDON IN
 CO0861'THE NORTHEAST ANGLE OF THE INTERSECTION OF PEARL STREET AND U.S.
 CO0861'HIGHWAY 80 IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 16, T
 CO0861'5 N, R 3 E. IT IS 134.33 FEET NORTHEAST OF THE STATION, 51 FEET
 CO0861'NORTHEAST OF THE CENTER OF HIGHWAY 471, 33 FEET EAST OF THE CENTER OF
 CO0861'PEARL STREET, 31 FEET NORTHEAST OF POWER POLE NO. 260, 28 FEET
 CO0861'SOUTHWEST OF THESOUTHWEST CORNER OF A FRAME HOUSE, 8 FEET SOUTH OF A
 CO0861'20 INCH CEDAR, SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT
 CO0861'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 13 INCHES. TO REACH FROM
 CO0861'THE COURTHOUSE IN BRANDON GO WEST ON U.S. HIGHWAY 80 FOR 0.15 MILE TO
 CO0861'THE JUNCTION OF STATE HIGHWAY 471. TURN RIGHT AND GO NORTH ON STATE
 CO0861'HIGHWAY 471 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 CO0861
 CO0861                          STATION RECOVERY (2004)
 CO0861
 CO0861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WW)
 CO0861'THE CURRENT DESCRIPTION WAS WRITTEN IN 1968, AND HIGHWAY 471 AND PEARL
 CO0861'STREET HAVE BEEN REPAVED SINCE THEN.  THE MEASUREMENTS ARE SLIGHTLY
 CO0861'SHORTER THAN THEY SHOULD BE.  BRANDON RM 1 IS 55 FEET NORTHEAST FROM
 CO0861'THE CENTERLINE OF HIGHWAY 471 (NOT 51 1/2 FEET), AND 36 FEET EAST OF
 CO0861'THE CENTERLINE OF PEARL STREET (NOT 33 FEET.)
 CO0861
 CO0861                          STATION RECOVERY (2008)
 CO0861
 CO0861'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JW)
 CO0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0862 ***********************************************************************
 CO0862  DESIGNATION -  BRANDON RM 2
 CO0862  PID         -  CO0862
 CO0862  STATE/COUNTY-  MS/RANKIN
 CO0862  USGS QUAD   -  BRANDON (1982)
 CO0862
 CO0862                         *CURRENT SURVEY CONTROL
 CO0862  ___________________________________________________________________
 CO0862* NAD 83(1986)-  32 16 35.     (N)    089 59 26.     (W)     SCALED    
 CO0862* NAVD 88     -       156.435  (meters)     513.24   (feet)  ADJUSTED  
 CO0862  ___________________________________________________________________
 CO0862  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CO0862  DYNAMIC HT  -         156.253 (meters)     512.64  (feet)  COMP
 CO0862  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CO0862
 CO0862  VERT ORDER  -  FIRST     CLASS I
 CO0862
 CO0862.The horizontal coordinates were scaled from a topographic map and have
 CO0862.an estimated accuracy of +/- 6 seconds.
 CO0862
 CO0862.The orthometric height was determined by differential leveling
 CO0862.and adjusted in June 1991.
 CO0862
 CO0862.Photographs are available for this station.
 CO0862
 CO0862.The geoid height was determined by GEOID03.
 CO0862
 CO0862.The dynamic height is computed by dividing the NAVD 88
 CO0862.geopotential number by the normal gravity value computed on the
 CO0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0862.degrees latitude (g = 980.6199 gals.).
 CO0862
 CO0862.The modeled gravity was interpolated from observed gravity values.
 CO0862
 CO0862;                    North         East    Units  Estimated Accuracy
 CO0862;SPC MS W     -   307,850.      732,290.      MT  (+/- 180 meters Scaled)
 CO0862
 CO0862                          SUPERSEDED SURVEY CONTROL
 CO0862
 CO0862  NGVD 29 (??/??/??)  156.437  (m)          513.24   (f) ADJUSTED    1 1
 CO0862
 CO0862.Superseded values are not recommended for survey control.
 CO0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0862.See file dsdata.txt to determine how the superseded data were derived.
 CO0862
 CO0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA183750(NAD 83)
 CO0862_MARKER: DR = REFERENCE MARK DISK
 CO0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0862_STAMPING: BRANDON NO 2 1931
 CO0862_MARK LOGO: CGS   
 CO0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0862+STABILITY: SURFACE MOTION
 CO0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0862+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 CO0862
 CO0862  HISTORY     - Date     Condition        Report By
 CO0862  HISTORY     - 1931     MONUMENTED       CGS
 CO0862  HISTORY     - 1968     GOOD             NGS
 CO0862  HISTORY     - 1977     GOOD             MSHD
 CO0862  HISTORY     - 20020807 GOOD             JCLS
 CO0862  HISTORY     - 20021120 GOOD             JCLS
 CO0862  HISTORY     - 20041002 GOOD             MSSU
 CO0862  HISTORY     - 20041107 GOOD             MSSU
 CO0862  HISTORY     - 20081130 GOOD             MSSU
 CO0862
 CO0862                          STATION DESCRIPTION
 CO0862
 CO0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0862'0.4 MI NW FROM BRANDON.
 CO0862'ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAY 80 WHICH IS WEST GOVERNMENT
 CO0862'STREET FROM THE RANKIN COUNTY COURTHOUSE AT BRANDON, THENCE 0.25 MILE
 CO0862'NORTH ALONG STATE HIGHWAY 471 WHICH IS NORTH COLLEGE STREET, 139 FEET
 CO0862'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A
 CO0862'CEMETERY, 23 1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 CO0862'NORTH AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 258, 66 FEET EAST
 CO0862'OF THE SOUTHEAST CORNER OF A METAL BUILDING, 1 FOOT NORTH OF A FENCE,
 CO0862'163.78 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM TRIANGULATION
 CO0862'STATION BRANDON 1931, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 CO0862'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CO0862'SURFACE OF THE GROUND.  SEC 16, T 5N, R 3E.
 CO0862
 CO0862                          STATION RECOVERY (1977)
 CO0862
 CO0862'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0862'THE MARK IS LOCATED 0.3 MILE NORTHWEST OF THE CENTER OF BRANDON IN
 CO0862'THE NORTHWEST ANGLE OF THE INTERSECTION OF PEARL STREET AND STATE
 CO0862'HIGHWAY 471 IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 16,
 CO0862'T 5 N, R 3 E. IT IS 162.78 FEET NORTHWEST OF THE STATION, 139 FEET
 CO0862'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THENORTHEAST CORNER OF A
 CO0862'CYCLONE FENCE AROUND A LARGE CEMENTERY, 233 FEET WEST OF THE CENTER
 CO0862'OF PEARL STREET, 114 FEET EAST OF THE PROJECTED CENTER OF OLD DEPOT
 CO0862'ROAD, 66 FEET NORTH 66 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 CO0862'METAL BUILDING HOUSEING GAS RELIEF VALVES, 4.5 FEET NORTH OF POWER
 CO0862'POLE NO. 258, 99.5 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 CO0862'HOUSE, 23.5 FEET NORTH OF THE CENTER OF HIGHWAY 471, 13 FEET WEST OF
 CO0862'A 7 INCH CEDAR, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF
 CO0862'A SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 CO0862'AND PROJECTS 4 INCHES. TO REACH FROM THE COURTHHOUSE IN BRANDON GO
 CO0862'WEST ON U.S. HIGHWAY 80 FOR 0.15 MILE TO THE JUNCTION OF STATE
 CO0862'HIGHWAY 471. TURN RIGHT AND GO NORTH ON STATE HIGHWAY 471 FOR 0.3
 CO0862'MILE TO THE MARK ON THE RIGHT.
 CO0862
 CO0862                          STATION RECOVERY (2002)
 CO0862
 CO0862'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CO0862'RECOVERED IN GOOD CONDITION.
 CO0862
 CO0862                          STATION RECOVERY (2002)
 CO0862
 CO0862'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CO0862'RECOVERED IN GOOD CONDITION.
 CO0862
 CO0862                          STATION RECOVERY (2004)
 CO0862
 CO0862'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (LJM)
 CO0862'THE CURRENT DESCRIPTION WAS WRITTEN IN 1977, AND HIGHWAY 471 HAS BEEN
 CO0862'PAVED AND RE-STRIPED SINCE THEN. THE MEASUREMENT FROM THE CENTERLINE
 CO0862'OF 471, NORTH, IS NOW 24.1 FEET(NOT 23.5 FEET). THE CEDAR TREE WHICH
 CO0862'IS EAST OF THE MARKER, IS NOW 1.6 FEET (NOT 7 INCHES) IN DIAMETER.
 CO0862
 CO0862                          STATION RECOVERY (2004)
 CO0862
 CO0862'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (GMU)
 CO0862'RM NO 2 WAS FOUND IN GOOD CONDITION.
 CO0862
 CO0862                          STATION RECOVERY (2008)
 CO0862
 CO0862'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JBJ)
 CO0862'RM 2 WAS FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1221 ***********************************************************************
 DK1221  DESIGNATION -  BRASS DISK
 DK1221  PID         -  DK1221
 DK1221  STATE/COUNTY-  MS/WASHINGTON
 DK1221  USGS QUAD   -  WAYSIDE (1970)
 DK1221
 DK1221                         *CURRENT SURVEY CONTROL
 DK1221  ___________________________________________________________________
 DK1221* NAD 83(1986)-  33 17 18.     (N)    091 07 14.     (W)     SCALED    
 DK1221* NAVD 88     -        37.500  (meters)     123.03   (feet)  ADJUSTED  
 DK1221  ___________________________________________________________________
 DK1221  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1221  DYNAMIC HT  -          37.461 (meters)     122.90  (feet)  COMP
 DK1221  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 DK1221
 DK1221  VERT ORDER  -  SECOND    CLASS 0
 DK1221
 DK1221.The horizontal coordinates were scaled from a topographic map and have
 DK1221.an estimated accuracy of +/- 6 seconds.
 DK1221
 DK1221.The orthometric height was determined by differential leveling
 DK1221.and adjusted in June 1991.
 DK1221
 DK1221.The geoid height was determined by GEOID03.
 DK1221
 DK1221.The dynamic height is computed by dividing the NAVD 88
 DK1221.geopotential number by the normal gravity value computed on the
 DK1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1221.degrees latitude (g = 980.6199 gals.).
 DK1221
 DK1221.The modeled gravity was interpolated from observed gravity values.
 DK1221
 DK1221;                    North         East    Units  Estimated Accuracy
 DK1221;SPC MS W     -   420,290.      626,680.      MT  (+/- 180 meters Scaled)
 DK1221
 DK1221                          SUPERSEDED SURVEY CONTROL
 DK1221
 DK1221  NGVD 29 (??/??/??)   37.560  (m)          123.23   (f) ADJUSTED    2 0
 DK1221
 DK1221.Superseded values are not recommended for survey control.
 DK1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1221.See file dsdata.txt to determine how the superseded data were derived.
 DK1221
 DK1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS750848(NAD 83)
 DK1221_MARKER: DD = SURVEY DISK
 DK1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1221+STABILITY: SURFACE MOTION
 DK1221
 DK1221  HISTORY     - Date     Condition        Report By
 DK1221  HISTORY     - UNK      MONUMENTED       DOD
 DK1221  HISTORY     - 1967     GOOD             MSHD
 DK1221
 DK1221                          STATION DESCRIPTION
 DK1221
 DK1221'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1221'11.2 MI SW FROM GREENVILLE.
 DK1221'LOCATED 11.2 MILES SOUTHWEST ALONG THE MISSISSIPPI RIVER LEVEE FROM
 DK1221'THE INTERSECTION OF U.S. HIGHWAY 82 AND MISSISSIPPI HIGHWAY 1 NEAR A
 DK1221'PIPELINE AND 1.65 MILES SOUTH SOUTHEAST OF THE HIGHWAY 82 MISSISSIPPI
 DK1221'RIVER BRIDGE.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE GO
 DK1221'SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE INTERSECTION OF U.S.
 DK1221'HIGHWAY 82, TURN RIGHT WEST AND CONTINUE ON U.S.HIGHWAY 82 FOR 8.65
 DK1221'MILES TO THE MISSISSIPPI RIVER LEVEE JUST EAST OF THE RIVER BRIDGE,
 DK1221'TURN LEFT SOUTH SOUTHEAST AND CONTINUE ON THE LEVEE FOR 1.65 MILES TO
 DK1221'A PIPELINE CROSSING, AND THE MARK ON THE LEFT AS DESCRIBED.  THE MARK
 DK1221'IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 302 FEET NORTHEAST
 DK1221'OF THE CENTER OF THE LEVEE, 63 FEET SOUTHWEST OF A PIPELINE, 69.3 FEET
 DK1221'NORTHWEST OF A POWER POLE,, 3.3 FEET SOUTHWEST OF A 4X8 CONCRETE POST,
 DK1221'3.3 FEET SOUTH OF A FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 DK1221'AND 3 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1404 ***********************************************************************
 CO1404  DESIGNATION -  BRAXTON
 CO1404  PID         -  CO1404
 CO1404  STATE/COUNTY-  MS/SIMPSON
 CO1404  USGS QUAD   -  BRAXTON (1975)
 CO1404
 CO1404                         *CURRENT SURVEY CONTROL
 CO1404  ___________________________________________________________________
 CO1404* NAD 83(1993)-  32 01 31.33159(N)    089 57 53.51002(W)     ADJUSTED  
 CO1404* NAVD 88     -       119.069  (meters)     390.65   (feet)  ADJUSTED  
 CO1404  ___________________________________________________________________
 CO1404  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CO1404  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CO1404  DYNAMIC HT  -         118.929 (meters)     390.19  (feet)  COMP
 CO1404  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 CO1404
 CO1404  HORZ ORDER  -  FIRST
 CO1404  VERT ORDER  -  SECOND    CLASS II
 CO1404
 CO1404.The horizontal coordinates were established by classical geodetic methods
 CO1404.and adjusted by the National Geodetic Survey in May 1994.
 CO1404
 CO1404.The orthometric height was determined by differential leveling
 CO1404.and adjusted in May 1996.
 CO1404
 CO1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1404
 CO1404.The geoid height was determined by GEOID03.
 CO1404
 CO1404.The dynamic height is computed by dividing the NAVD 88
 CO1404.geopotential number by the normal gravity value computed on the
 CO1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1404.degrees latitude (g = 980.6199 gals.).
 CO1404
 CO1404.The modeled gravity was interpolated from observed gravity values.
 CO1404
 CO1404;                    North         East     Units Scale Factor Converg.
 CO1404;SPC MS W     -   280,021.702   734,806.610   MT  0.99996494   +0 11 43.4
 CO1404;SPC MS W     -   918,704.53  2,410,778.02   sFT  0.99996494   +0 11 43.4
 CO1404;UTM  16      - 3,547,091.953   219,974.806   MT  1.00056716   -1 34 23.8
 CO1404;UTM  15      - 3,547,276.484   786,664.962   MT  1.00061358   +1 36 38.2
 CO1404
 CO1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1404!SPC MS W     -   0.99998543  x   0.99996494  =   0.99995037
 CO1404!UTM  16      -   0.99998543  x   1.00056716  =   1.00055258
 CO1404!UTM  15      -   0.99998543  x   1.00061358  =   1.00059900
 CO1404
 CO1404:                Primary Azimuth Mark                     Grid Az
 CO1404:SPC MS W     -  BRAXTON AZ MK                            128 22 25.4
 CO1404:UTM  16      -  BRAXTON AZ MK                            130 08 32.6
 CO1404:UTM  15      -  BRAXTON AZ MK                            126 57 30.6
 CO1404
 CO1404|---------------------------------------------------------------------|
 CO1404| PID    Reference Object                     Distance      Geod. Az  |
 CO1404|                                                           dddmmss.s |
 CO1404| CO1678 BRAXTON AZ MK                                      1283408.8 |
 CO1404| BV1752 MISSISSIPPI ST SANATORIUM STK       APPROX.23.3 KM 1302340.8 |
 CO1404| CO1679 BRAXTON RM 1                         28.246 METERS 13601     |
 CO1404| CO1680 BRAXTON RM 2                         26.734 METERS 28053     |
 CO1404| CO1402 PINEY WOODS SCHOOL TANK             APPROX. 5.0 KM 3293241.9 |
 CO1404|---------------------------------------------------------------------|
 CO1404
 CO1404                          SUPERSEDED SURVEY CONTROL
 CO1404
 CO1404  NAD 83(1986)-  32 01 31.34577(N)    089 57 53.50661(W) AD(       ) 1
 CO1404  NAD 27      -  32 01 30.79000(N)    089 57 53.21600(W) AD(       ) 1
 CO1404
 CO1404.Superseded values are not recommended for survey control.
 CO1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1404.See file dsdata.txt to determine how the superseded data were derived.
 CO1404
 CO1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA1997547092(NAD 83)
 CO1404_MARKER: DS = TRIANGULATION STATION DISK
 CO1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1404_SP_SET: SQUARE CONCRETE MONUMENT
 CO1404_STAMPING: BRAXTON 1945
 CO1404_MARK LOGO: CGS   
 CO1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1404+STABILITY: SURFACE MOTION
 CO1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1404+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 CO1404
 CO1404  HISTORY     - Date     Condition        Report By
 CO1404  HISTORY     - 1945     MONUMENTED       CGS
 CO1404  HISTORY     - 1945     GOOD             CGS
 CO1404  HISTORY     - 1955     GOOD             CGS
 CO1404  HISTORY     - 1955     GOOD             CGS
 CO1404  HISTORY     - 1967     GOOD             MSHD
 CO1404  HISTORY     - 19910801 GOOD             MSHD
 CO1404
 CO1404                          STATION DESCRIPTION
 CO1404
 CO1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1404'STATION IS LOCATED IN THE NE EDGE OF BRAXTON ON LAND OWNED BY
 CO1404'MRS. CORA WALKER, WHO LIVES 0.05 MILE SW OF THE STATION.  THE
 CO1404'MARK IS SITUATED IN THE SW ANGLE OF THE INTERSECTION OF A SIDE
 CO1404'ROAD WITH U.S. HIGHWAY 49.  IT IS 77 FEET SW OF THE INTERSECTION
 CO1404'AND 88 FEET W OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 49.
 CO1404'
 CO1404'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1404'POST, STAMPED BRAXTON 1945, AND PROJECTS ABOUT 3 INCHES ABOVE THE
 CO1404'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1404'
 CO1404'REFERENCE MARK 1 IS 92.67 FEET SE OF THE STATION AND 20 FEET
 CO1404'W OF THE APPROXIMATE CENTER OF A FARM DRIVEWAY.  IT IS A BRONZE
 CO1404'REFERENCE DISK, STAMPED BRAXTON NO 1 1945, AND PROJECTS ABOUT 3
 CO1404'INCHES ABOVE THE GROUND.  IT IS SET IN TOP OF A CONCRETE POST.
 CO1404'
 CO1404'REFERENCE MARK 2 IS 87.71 FEET W OF THE STATION AT A FENCE CORNER
 CO1404'OF A SMALL GARDEN PLOT.  IT IS A BRONZE REFERENCE DISK SET IN
 CO1404'TOP OF A CONCRETE POST, STAMPED BRAXTON NO 2 1945, AND PROJECTS
 CO1404'ABOUT 5 INCHES ABOVE THE GROUND.
 CO1404'
 CO1404'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SE OF THE STATION ON
 CO1404'THE E RIGHT-OF-WAY LINE, 48 FEET ENE OF THE APPROXIMATE CENTER
 CO1404'LINE OF U.S. HIGHWAY 49, AND 4 FEET NW OF A STANDARD WITNESS
 CO1404'POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST,
 CO1404'STAMPED BRAXTON 1945, AND PROJECTS ABOUT 3 INCHES ABOVE THE
 CO1404'GROUND.
 CO1404'
 CO1404'TO REACH THE STATION FROM A CROSSROAD AT ROY RUSSELS GARAGE
 CO1404'AT THE N EDGE OF BRAXTON, GO SE ON U.S. HIGHWAY 49 FOR 0.55 MILE
 CO1404'TO A SIDE ROAD LEADING SHARP RIGHT AND THE STATION AS DESCRIBED.
 CO1404'
 CO1404'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE ON U.S.
 CO1404'HIGHWAY 49 FOR 0.3 MILE TO THE MARK ON THE LEFT OPPOSITE A SMALL
 CO1404'GENERAL STORE.
 CO1404'
 CO1404'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CO1404
 CO1404                          STATION RECOVERY (1945)
 CO1404
 CO1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 CO1404'RECOVERED IN GOOD CONDITION.
 CO1404
 CO1404                          STATION RECOVERY (1955)
 CO1404
 CO1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1404'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 CO1404'IN GOOD CONDITION.  STATION WAS INSPECTED AT THE REQUEST OF THE
 CO1404'PROPERTY OWNER, CORA WALKER, AND PERMISSION WAS OBTAINED TO
 CO1404'LEAVE THE MARKS IN THEIR ORIGINAL POSITIONS.  THE OLD DESCRIPTION
 CO1404'IS ADEQUATE, EXCEPT THAT THE DIRT ROAD IS NOW A PAVED ROAD.  NO
 CO1404'OBSERVATIONS WERE MADE AT THIS TIME.
 CO1404
 CO1404                          STATION RECOVERY (1955)
 CO1404
 CO1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CO1404'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CO1404'THE 1945 DESCRIPTION IS ADEQUATE.
 CO1404
 CO1404                          STATION RECOVERY (1967)
 CO1404
 CO1404'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CO1404'THE STATION WAS VISITED 6-9-67 AND ALL MARKS WERE FOUND IN GOOD
 CO1404'CONDITION.
 CO1404'
 CO1404'LOCATED IN THE SOUTHWEST ANGLE OF A T-INTERSECTION APPROXIMATELY
 CO1404'0.3 MILE SOUTHEAST OF BRAXTON, 4.7 MILES NORTHWEST OF DLO IN
 CO1404'THE SOUTHWEST 1/4 OF SECTION 11, T 2 N, R 3 E ON LAND OWNED BY
 CO1404'MRS. CORA WALKER.
 CO1404'
 CO1404'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE,
 CO1404'CONCRETE POST.
 CO1404'
 CO1404'THE STATION DISK IS STAMPED BRAXTON 1945 AND IS FLUSH WITH THE
 CO1404'GROUND SURFACE.
 CO1404'
 CO1404'IT IS 91 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 72 FEET
 CO1404'SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ON IT, 50
 CO1404'FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 26 FEET SOUTHWEST
 CO1404'OF A STOP SIGN AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 CO1404'
 CO1404'R.M. 1 IS STAMPED BRAXTON NO. 1 1945 AND PROJECTS 3 INCHES.
 CO1404'
 CO1404'IT IS 92 FEET WEST SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 49,
 CO1404'67 FEET NORTHWEST OF A POWER POLE, 20 FEET WEST OF THE CENTER OF A
 CO1404'GRAVEL DRIVE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CO1404'
 CO1404'R.M. 2 IS STAMPED BRAXTON NO 2 1945 AND PROJECTS 7 INCHES.
 CO1404'
 CO1404'IT IS 83 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ON
 CO1404'IT, 53 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 CO1404'BUILDING AND 23 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD.
 CO1404'
 CO1404'THE AZIMUTH MARK IS STAMPED BRAXTON (1945) AND PROJECTS 3
 CO1404'INCHES.
 CO1404'
 CO1404'IT IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE STATION AND TAKE SOME
 CO1404'CLEARING NEAR THE AZIMUTH IN ORDER TO SEE THE STATION FROM THE
 CO1404'GROUND, 60 FEET NORTH OF THE CENTER OF THE INTERSECTION, 47 FEET
 CO1404'NORTHEAST OF CENTER OF THE HIGHWAY 49 AND 1 FOOT SOUTHEAST OF
 CO1404'A METAL WITNESS POST.
 CO1404'
 CO1404'TO REACH FROM THE U.S. POST OFFICE IN DLO GO WEST ON A BLACKTOP
 CO1404'STREET FOR 0.05 MILE TO THE INTERSECTION OF OLD U.S. HIGHWAY 49.
 CO1404'TURN RIGHT (NORTH) AND CONTINUE ON OLD U.S. HIGHWAY 49 FOR 4.45
 CO1404'MILES TO AN ANGLING SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 CO1404'RIGHT AS DESCRIBED.  TO REACH THE STATION CONTINUE NORTHWEST ON
 CO1404'OLD U.S. HIGHWAY 49 FOR 0.3 MILE TO A SIDE ROAD AND THE STATION
 CO1404'ON THE LEFT AS DESCRIBED.
 CO1404
 CO1404                          STATION RECOVERY (1991)
 CO1404
 CO1404'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1404'MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF MENDENHALL, 4.8
 CO1404'MI (7.7 KM) NORTHWEST OF D LO, IN THE SOUTHWEST ANGLE OF A, T
 CO1404'INTERSECTION, IN BRAXTON AND IS IN SECTION 11, T 2N, R 3E.  TO REACH
 CO1404'FROM THE U.S HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH
 CO1404'EDGE OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 5.95 MI
 CO1404'(9.58 KM) A CROSSROAD, TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.3
 CO1404'MI (0.5 KM) TO A, T INTERSECTION, TURN RIGHT AND GO NORTHWEST ON OLD
 CO1404'HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD AND THE MARK ON THE
 CO1404'LEFT.  MARTK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO1404'POST, ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE OLD HIGHWAY, FLUSH
 CO1404'WITH THE GROUND, 90 FT (27.4 M) SOUTHWEST OF THE CENTER OF THE
 CO1404'INTERSECTION, 87 FT (26.5 M) SOUTHWEST OF THE CENTER OF THE OLD
 CO1404'HIGHWAY, 72 FT (21.9 M) SOUTHEAST OF A POWER POLE, 56.5 FT (17.2 M)
 CO1404'EAST OF THE EDGE OF A 30 INCH TILE FOR A WELL, 48 FT (14.6 M) SOUTH
 CO1404'OF THE CENTER OF EAST MAIN STREET, 22 FT (6.7 M) SOUTHEAST OF A
 CO1404'TELEPHONE CABLE P.E.D., AND 1 FT (0.3 M) SOUTHEAST OF A METAL WITNESS
 CO1404'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1678 ***********************************************************************
 CO1678  DESIGNATION -  BRAXTON AZ MK
 CO1678  PID         -  CO1678
 CO1678  STATE/COUNTY-  MS/SIMPSON
 CO1678  USGS QUAD   -  BRAXTON (1975)
 CO1678
 CO1678                         *CURRENT SURVEY CONTROL
 CO1678  ___________________________________________________________________
 CO1678* NAD 83(1986)-  32 01 22.     (N)    089 57 38.     (W)     SCALED    
 CO1678* NAVD 88     -       115.849  (meters)     380.08   (feet)  ADJUSTED  
 CO1678  ___________________________________________________________________
 CO1678  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CO1678  DYNAMIC HT  -         115.712 (meters)     379.63  (feet)  COMP
 CO1678  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 CO1678
 CO1678  VERT ORDER  -  SECOND    CLASS II
 CO1678
 CO1678.The horizontal coordinates were scaled from a topographic map and have
 CO1678.an estimated accuracy of +/- 6 seconds.
 CO1678
 CO1678.The orthometric height was determined by differential leveling
 CO1678.and adjusted in May 1996.
 CO1678
 CO1678.The geoid height was determined by GEOID03.
 CO1678
 CO1678.The dynamic height is computed by dividing the NAVD 88
 CO1678.geopotential number by the normal gravity value computed on the
 CO1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1678.degrees latitude (g = 980.6199 gals.).
 CO1678
 CO1678.The modeled gravity was interpolated from observed gravity values.
 CO1678
 CO1678;                    North         East    Units  Estimated Accuracy
 CO1678;SPC MS W     -   279,740.      735,220.      MT  (+/- 180 meters Scaled)
 CO1678
 CO1678                          SUPERSEDED SURVEY CONTROL
 CO1678
 CO1678.No superseded survey control is available for this station.
 CO1678
 CO1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA203467(NAD 83)
 CO1678_MARKER: DZ = AZIMUTH MARK DISK
 CO1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1678_SP_SET: CONCRETE POST
 CO1678_STAMPING: BRAXTON 1945
 CO1678_MARK LOGO: CGS   
 CO1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1678+STABILITY: SURFACE MOTION
 CO1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1678+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 CO1678
 CO1678  HISTORY     - Date     Condition        Report By
 CO1678  HISTORY     - 1945     MONUMENTED       CGS
 CO1678  HISTORY     - 19910801 GOOD             MSHD
 CO1678
 CO1678                          STATION DESCRIPTION
 CO1678
 CO1678'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1678'MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF MENDENHALL, 4.5
 CO1678'MI (7.2 KM) NORTHWEST OF D LO, ON THE NORTHEAST R.O.W. OF OLD
 CO1678'U.S.HIGHWAY 49, NEAR THE JUNCTION OF A SIDE ROAD LEADING SOUTH, 0.3
 CO1678'MI (0.5 KM) SOUTHEAST OF BRAXTON AND IS IN SECTION 11, T 2N, R 3E.
 CO1678'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT
 CO1678'THE NORTH EDGE OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR
 CO1678'5.95 MI (9.58 KM) TO A CROSSROAD, TURN LEFT AND GO WEST ON A PAVED
 CO1678'ROAD FOR 0.3 MI (0.5 KM) TO A, T INTERSECTION, TURN LEFT AND GO
 CO1678'SOUTHEAST ON OLD HIGHWAY 49 FOR 0.1 MI (0.2 KM) TO AN ANGLING SIDE
 CO1678'ROAD RIGHT AND THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN
 CO1678'THE TOP OF A SQUARE CONCRETE POST, ABOUT 2 FT (0.6 M) ABOVE THE LEVEL
 CO1678'OF THE HIGHWAY, FLUSH WITH THE GROUND, ABOUT 150 FT (45.7 M)
 CO1678'NORTHEAST OF A BRICK HOUSE ON THE OPPOSITE SIDE OF THE HIGHWAY, 61 FT
 CO1678'(18.6 M) NORTHWEST OF A GAS METER, 60 FT (18.3 M) NORTH OF THE CENTER
 CO1678'OF THE INTERSECTION, 47 FT (14.3 M) NORTHEAST OF THE CENTER OF THE
 CO1678'OLD HIGHWAY, 26 FT (7.9 M) WEST OF THE PROJECTED CENTER OF A PAVED
 CO1678'ROAD AND 1 FT (0.3 M) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1679 ***********************************************************************
 CO1679  DESIGNATION -  BRAXTON RM 1
 CO1679  PID         -  CO1679
 CO1679  STATE/COUNTY-  MS/SIMPSON
 CO1679  USGS QUAD   -  BRAXTON (1975)
 CO1679
 CO1679                         *CURRENT SURVEY CONTROL
 CO1679  ___________________________________________________________________
 CO1679* NAD 83(1986)-  32 01 31.     (N)    089 57 53.     (W)     SCALED    
 CO1679* NAVD 88     -       118.580  (meters)     389.04   (feet)  ADJUSTED  
 CO1679  ___________________________________________________________________
 CO1679  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CO1679  DYNAMIC HT  -         118.440 (meters)     388.58  (feet)  COMP
 CO1679  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 CO1679
 CO1679  VERT ORDER  -  SECOND    CLASS II
 CO1679
 CO1679.The horizontal coordinates were scaled from a topographic map and have
 CO1679.an estimated accuracy of +/- 6 seconds.
 CO1679
 CO1679.The orthometric height was determined by differential leveling
 CO1679.and adjusted in May 1996.
 CO1679
 CO1679.The geoid height was determined by GEOID03.
 CO1679
 CO1679.The dynamic height is computed by dividing the NAVD 88
 CO1679.geopotential number by the normal gravity value computed on the
 CO1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1679.degrees latitude (g = 980.6199 gals.).
 CO1679
 CO1679.The modeled gravity was interpolated from observed gravity values.
 CO1679
 CO1679;                    North         East    Units  Estimated Accuracy
 CO1679;SPC MS W     -   280,010.      734,820.      MT  (+/- 180 meters Scaled)
 CO1679
 CO1679                          SUPERSEDED SURVEY CONTROL
 CO1679
 CO1679.No superseded survey control is available for this station.
 CO1679
 CO1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA199470(NAD 83)
 CO1679_MARKER: DR = REFERENCE MARK DISK
 CO1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1679_SP_SET: CONCRETE POST
 CO1679_STAMPING: BRAXTON 1945
 CO1679_MARK LOGO: CGS   
 CO1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1679+STABILITY: SURFACE MOTION
 CO1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1679+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 CO1679
 CO1679  HISTORY     - Date     Condition        Report By
 CO1679  HISTORY     - 1945     MONUMENTED       CGS
 CO1679  HISTORY     - 19910801 GOOD             MSHD
 CO1679
 CO1679                          STATION DESCRIPTION
 CO1679
 CO1679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1679'MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF MENDENHALL, 4.8
 CO1679'MI (7.7 KM) NORTHWEST OF D LO, IN THE SOUTHWEST ANGLE OF A, T
 CO1679'INTERSECTION IN BRAXTON AND IS IN SECTION 11, T 2N, R 3E.  TO REACH
 CO1679'FROM THE U.S. HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE NORTH
 CO1679'EDGE OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 5.95 MI
 CO1679'(9.58 KM) TO A CROSSROAD, TURN LEFT AND GO WEST ON A PAVED ROAD FOR
 CO1679'0.3 MI (0.5 KM) TO A, T INTERSECTION, TURN RIGHT AND GO NORTHWEST ON
 CO1679'OLD HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD AND THE MARK ON THE
 CO1679'LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CO1679'POST, ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH
 CO1679'THE GROUND, 121 FT (36.9 M) SOUTH OF THE CENTER OF MAIN STREET, 91.5
 CO1679'FT (27.9 M) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 49, 70 FT (21.3 M)
 CO1679'NORTHWEST OF A POWER POLE, 67 FT (20.4 M) WEST OF A POWER POLE WITH A
 CO1679'TRANSFORMER, 20 FT (6.1 M) WEST OF THE CENTER OF A GRAVEL DRIVE AND 1
 CO1679'FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1680 ***********************************************************************
 CO1680  DESIGNATION -  BRAXTON RM 2
 CO1680  PID         -  CO1680
 CO1680  STATE/COUNTY-  MS/SIMPSON
 CO1680  USGS QUAD   -  BRAXTON (1975)
 CO1680
 CO1680                         *CURRENT SURVEY CONTROL
 CO1680  ___________________________________________________________________
 CO1680* NAD 83(1986)-  32 01 31.     (N)    089 57 53.     (W)     SCALED    
 CO1680* NAVD 88     -       118.959  (meters)     390.28   (feet)  ADJUSTED  
 CO1680  ___________________________________________________________________
 CO1680  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CO1680  DYNAMIC HT  -         118.818 (meters)     389.82  (feet)  COMP
 CO1680  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 CO1680
 CO1680  VERT ORDER  -  SECOND    CLASS II
 CO1680
 CO1680.The horizontal coordinates were scaled from a topographic map and have
 CO1680.an estimated accuracy of +/- 6 seconds.
 CO1680
 CO1680.The orthometric height was determined by differential leveling
 CO1680.and adjusted in May 1996.
 CO1680
 CO1680.The geoid height was determined by GEOID03.
 CO1680
 CO1680.The dynamic height is computed by dividing the NAVD 88
 CO1680.geopotential number by the normal gravity value computed on the
 CO1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1680.degrees latitude (g = 980.6199 gals.).
 CO1680
 CO1680.The modeled gravity was interpolated from observed gravity values.
 CO1680
 CO1680;                    North         East    Units  Estimated Accuracy
 CO1680;SPC MS W     -   280,010.      734,820.      MT  (+/- 180 meters Scaled)
 CO1680
 CO1680                          SUPERSEDED SURVEY CONTROL
 CO1680
 CO1680.No superseded survey control is available for this station.
 CO1680
 CO1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA199470(NAD 83)
 CO1680_MARKER: DR = REFERENCE MARK DISK
 CO1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1680_SP_SET: CONCRETE POST
 CO1680_STAMPING: BRAXTON NO 2 1945
 CO1680_MARK LOGO: CGS   
 CO1680_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1680+STABILITY: SURFACE MOTION
 CO1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1680+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 CO1680
 CO1680  HISTORY     - Date     Condition        Report By
 CO1680  HISTORY     - 1945     MONUMENTED       CGS
 CO1680  HISTORY     - 19910801 GOOD             MSHD
 CO1680
 CO1680                          STATION DESCRIPTION
 CO1680
 CO1680'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1680'MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF MENDENHALL, 4.8
 CO1680'MI (7.7 KM) NORTHWEST OF D LO, IN THE SOUTHWEST ANGLE OF A, T
 CO1680'INTERSECTION IN VILLAGE OF BRAXTON AND IS IN SECTION 11, T 2N, R 3E.
 CO1680'TO REACH FROM THE U.S.HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 13 AT THE
 CO1680'NORTH EDGE OF MENDENHALL, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 5.95
 CO1680'MI (9.58 KM) TO A CROSSROAD, TURN LEFT AND GO WEST ON A PAVED ROAD
 CO1680'FOR 0.3 MI (0.5 KM) TO A, T INTERSECTION, TURN RIGHT AND GO NORTHWEST
 CO1680'ON OLD HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD AND THE MARK ON
 CO1680'THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CO1680'CONCRETE POST, ABOUT 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE ROAD,
 CO1680'PROJECTING 4 INCHES, 137 FT (41.8 M) SOUTHWEST OF THE CENTER OF THE
 CO1680'OLD HIGHWAY, 59 FT (18.0 M) NORTHWEST OF THE EDGE OF A 30 INCH TILE
 CO1680'FOR A WELL, 23 FT (7.0 M) SOUTH OF THE CENTER OF EAST MAIN STREET,
 CO1680'1.5 FT (0.5 M) SOUTH OF A FENCE LINE AND 0.5 FT (0.2 M) SOUTH OF A
 CO1680'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2740 ***********************************************************************
 EH2740  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2740  DESIGNATION -  BRAZIL RESET
 EH2740  PID         -  EH2740
 EH2740  STATE/COUNTY-  MS/TALLAHATCHIE
 EH2740  USGS QUAD   -  VANCE (1967)
 EH2740
 EH2740                         *CURRENT SURVEY CONTROL
 EH2740  ___________________________________________________________________
 EH2740* NAD 83(2007)-  34 00 38.91106(N)    090 16 55.95241(W)     ADJUSTED  
 EH2740* NAVD 88     -        46.12   (meters)     151.3    (feet)  GPS OBS   
 EH2740  ___________________________________________________________________
 EH2740  EPOCH DATE  -        2002.00
 EH2740  X           -     -26,068.491 (meters)                     COMP
 EH2740  Y           -  -5,292,540.086 (meters)                     COMP
 EH2740  Z           -   3,547,451.565 (meters)                     COMP
 EH2740  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EH2740  ELLIP HEIGHT-          19.872 (meters)          (02/15/08) ADJUSTED
 EH2740  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EH2740  HORZ ORDER  -  B
 EH2740  ELLP ORDER  -  FOURTH    CLASS II
 EH2740
 EH2740.The horizontal coordinates were established by GPS observations
 EH2740.and adjusted by the EMC INCORPORATED in February 2008.
 EH2740
 EH2740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2740.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2740.The horizontal coordinates are valid at the epoch date displayed above.
 EH2740.The epoch date for horizontal control is a decimal equivalence
 EH2740.of Year/Month/Day.
 EH2740
 EH2740.The orthometric height was determined by GPS observations and a
 EH2740.high-resolution geoid model.
 EH2740.The orthometric height was determined by GPS observations and a
 EH2740.high-resolution geoid model using precise GPS observation and
 EH2740.processing techniques.
 EH2740
 EH2740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2740
 EH2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2740
 EH2740.The ellipsoidal height was determined by GPS observations
 EH2740.and is referenced to NAD 83.
 EH2740
 EH2740.The geoid height was determined by GEOID03.
 EH2740
 EH2740;                    North         East     Units Scale Factor Converg.
 EH2740;SPC MS W     -   500,147.256   704,722.276   MT  0.99995027   +0 01 42.9
 EH2740;SPC MS W     - 1,640,899.79  2,312,076.33   sFT  0.99995027   +0 01 42.9
 EH2740;UTM  15      - 3,766,685.543   750,985.818   MT  1.00037661   +1 31 15.6
 EH2740
 EH2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2740!SPC MS W     -   0.99999688  x   0.99995027  =   0.99994715
 EH2740!UTM  15      -   0.99999688  x   1.00037661  =   1.00037349
 EH2740
 EH2740|---------------------------------------------------------------------|
 EH2740| PID    Reference Object                     Distance      Geod. Az  |
 EH2740|                                                           dddmmss.s |
 EH2740| AI2926 BRAZIL RM 1                          54.297 METERS 06717     |
 EH2740| AI2927 BRAZIL RM 3                          51.752 METERS 21455     |
 EH2740| DK1784 WEBB MUNICIPAL TANK                 APPROX. 9.2 KM 2174511.6 |
 EH2740| DK1780 WEBB TRUNKLINE GAS MICROWAVE        APPROX. 6.2 KM 2232859.4 |
 EH2740| DK1781 WEBB TALLAHATCHIE OIL MILL TK       APPROX. 9.1 KM 2273648.6 |
 EH2740| DK1782 SUMNER MUNICIPAL TANK               APPROX. 9.3 KM 2402248.8 |
 EH2740| DK1783 SUMNER SEC DIST CO CTHSE TOWER      APPROX. 9.2 KM 2411203.8 |
 EH2740| AI2928 BRAZIL RM 4                          48.826 METERS 30708     |
 EH2740| AI2929 BRAZIL AZ MK                                       3434703.9 |
 EH2740|---------------------------------------------------------------------|
 EH2740
 EH2740                          SUPERSEDED SURVEY CONTROL
 EH2740
 EH2740  NAD 83(1993)-  34 00 38.91216(N)    090 16 55.95102(W) AD(       ) 2
 EH2740  NAD 83(1986)-  34 00 38.92293(N)    090 16 55.94907(W) AD(       ) 2
 EH2740  NAD 27      -  34 00 38.51520(N)    090 16 55.62420(W) AD(       ) 2
 EH2740  NGVD 29 (07/19/86)   46.26   (m)          151.8    (f) LEVELING    3  
 EH2740
 EH2740.Superseded values are not recommended for survey control.
 EH2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2740.See file dsdata.txt to determine how the superseded data were derived.
 EH2740
 EH2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5098666686(NAD 83)
 EH2740_MARKER: DS = TRIANGULATION STATION DISK
 EH2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2740_STAMPING: BRAZIL 1957 1968
 EH2740_MARK LOGO: CGS   
 EH2740_PROJECTION: RECESSED 10 CENTIMETERS
 EH2740_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2740+STABILITY: SURFACE MOTION
 EH2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2740+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 EH2740
 EH2740  HISTORY     - Date     Condition        Report By
 EH2740  HISTORY     - 1968     MONUMENTED       CGS
 EH2740  HISTORY     - 1980     MARK NOT FOUND   USGS
 EH2740  HISTORY     - 19840621 GOOD             NGS
 EH2740  HISTORY     - 20060925 GOOD             USACE
 EH2740  HISTORY     - 20070104 GOOD             EMCINC
 EH2740
 EH2740                          STATION DESCRIPTION
 EH2740
 EH2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EH2740'THE STATION WAS VISITED 5-22-68 AND THE AZIMUTH MARK AND
 EH2740'THE STATION UNDERGROUND MARK WERE FOUND IN GOOD CONDITION.
 EH2740'REFERENCE MARK NO. 1 AND C-14-4 (USE) WERE FOUND DESTROYED.
 EH2740'THE STATION SURFACE MARK WAS FOUND UPROOTED AND LYING ON THE
 EH2740'TOP OF THE GROUND.  A NEW SURFACE MARK WAS ESTABLISHED AT THIS
 EH2740'DATE.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS
 EH2740'DATE AND THE ANGLES WERE OBSERVED AT REFERENCE MARK NO. 4
 EH2740'TO ENABLE TO FIND THE STATION MARK.  THE OLD COTTON GIN HAS
 EH2740'BEEN TORN DOWN BUT A NEW GIN IS BEING BUILT AT THIS DATE.
 EH2740'A NEW DESCRIPTION FOLLOWS-
 EH2740'
 EH2740'THE STATION IS LOCATED 8.75 MILES EAST OF TUTWILER, 6 MILES
 EH2740'NORTHEAST OF WEBB AND 1 MILE SOUTH OF BRAZIL, ON THE WEST
 EH2740'SIDE OF A GIN OWNED BY FRANK MILCHENER, NEAR A T INTERSECTION
 EH2740'AND WEST OF A COTTON GIN, IT IS 80 FEET EAST OF THE CENTERLINE
 EH2740'OF A N-S GRAVELED ROAD, 64 FEET SOUTH OF THE PROJECTED CENTERLINE
 EH2740'OF SIDE ROAD LEADING WEST, 320 FEET WEST OF THE WEST RAIL
 EH2740'OF THE TRACKS, 263 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 EH2740'CORNER OF A CONCRETE BRIDGE, 179 FEET WEST OF THE SOUTHWEST
 EH2740'CORNER OF THE GIN, 41 FEET SOUTH OF THE PROJECTED PLANE OF
 EH2740'THE SOUTH WALL OF THE GIN, 166.5 FEET SOUTHEAST OF A POWER
 EH2740'POLE, 161 FEET NORTHEAST OF A POWER POLE.  IT IS A
 EH2740'TRIANGULATION STATION STAMPED BRAZIL 1957 1968, FLUSH WITH THE
 EH2740'GROUND.
 EH2740'
 EH2740'REFERENCE MARK NO. 3 IS 165.76 FEET SOUTHWEST OF THE STATION,
 EH2740'40 FEET WEST OF THE CENTERLINE OF A N-S ROAD, 196 FEET SOUTH
 EH2740'OF THE CENTERLINE OF A ROAD LEADING WEST, AND 1 FOOT SOUTH OF
 EH2740'A METAL WITNESS POST.  IT IS 232 FEET SOUTHEAST OF THE SOUTHEAST
 EH2740'CORNER OF THE CONCRETE BRIDGE, AND 2 FEET NORTH OF A POWER
 EH2740'POLE.  IT IS A REFERENCE MARK DISK, STAMPED BRAZIL, 1957
 EH2740'NO 3 1968, PROJECTING 3 INCHES.
 EH2740'
 EH2740'REFERENCE MARK NO. 4 IS 160.19 FEET NORTHWEST OF THE STATION,
 EH2740'IN THE NORTHWEST ANGLE OF A T INTERSECTION, 30 FEET WEST
 EH2740'OF THE CENTERLINE OF A N-S GRAVELED ROAD, 47 FEET NORTH OF THE
 EH2740'CENTERLINE OF A ROAD LEADING WEST 2 FEET NORTHEAST OF POWER
 EH2740'POLE NO. 83, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 146.5
 EH2740'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BRIDGE.
 EH2740'IT IS A REFERENCE MARK DISK, STAMPED BRAZIL 1957 NO 4 1968,
 EH2740'PROJECTING 4 INCHES.
 EH2740'
 EH2740'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION,
 EH2740'25 FEET WEST OF THE CENTERLINE OF A N-S ROAD, 7 FEET SOUTH
 EH2740'OF THE PROJECTED CENTERLINE OF A ROAD LEADING EAST, 2.5 FEET
 EH2740'EAST OF A POWER POLE, 29.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 EH2740'CORNER OF A HOUSE,6 FEET WEST OF THE PROJECTED PLANE OF THE WEST
 EH2740'WALL OF THE SAME HOUSE, 161 FEET SOUTH OF THE SOUTHWEST
 EH2740'CORNER OF A CONCRETE BRIDGE.  IT IS AN AZIMUTH MARK DISK,
 EH2740'STAMPED. BRAZIL 1957 ANF PROJECTS 4 INCHES.
 EH2740'
 EH2740'TO REACH THE STATION FROM THE POST OFFICE IN WEBB, GO EAST
 EH2740'ON STATE HIGHWAY 32 FOR 1.3 MILES TO A CROSS ROAD AND JUNCTION
 EH2740'WITH STATE HIGHWAY 321, TURN LEFT AND GO NORTH ON STATE
 EH2740'HIGHWAY 321 FOR 5.1 MILES TO A SIDE ROAD LEFT AND A SCHOOL
 EH2740'ON THE RIGHT, TURN LEFT ACROSS THE RAILROAD TRACKS AND GO
 EH2740'0.1 MILE TO A T INTERSECTION AND THE AZIMUTH MARK ON THE
 EH2740'RIGHT, TURN LEFT AND GO 0.25 MILE TO THE STATION ON THE LEFT.
 EH2740'
 EH2740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 EH2740'NE OF WEBB
 EH2740
 EH2740                          STATION RECOVERY (1980)
 EH2740
 EH2740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (CDL)
 EH2740'MARK NOT FOUND.
 EH2740
 EH2740                          STATION RECOVERY (1984)
 EH2740
 EH2740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EH2740'THE STATION MARK AND REFERENCE MARK NO 3 WERE RECOVERED IN GOOD
 EH2740'CONDITION.  THE DISTANCE TO REFERENCE MARK NO 3 WAS FOUND TO BE 0.01
 EH2740'FOOT (0.30 CM) LONGER THAN THE PUBLISHED DISTANCE.  REFERENCE MARK NO
 EH2740'4 AND THE AZIMUTH MARK WERE FOUND DESTROYED AND THE DISKS WERE
 EH2740'RECLAIMED AT THIS DATE.  A NEW REFERENCE MARK NO 5 WAS ESTABLISHED AT
 EH2740'THIS TIME, NO SUITABLE LOCATION FOR A NEW AZIMUTH WAS AVAILABLE.  A
 EH2740'NEW DESCRIPTION FOLLOWS THE 1968 TO-REACH DESRIPTION IS ADEQUATE AND
 EH2740'CORRECT AT THIS DATE.  THE STATION MARK IS A STANDARD DISK STAMPED
 EH2740'---BRAZIL 1957 1968---, SET IN TOP OF A ROUND CONCRETE POST, 4 INCHES
 EH2740'BELOW THE SURFACE.  IT 57.30 METERS (187.99 FT) NORTH NORTHEAST OF THE
 EH2740'NORTHWEST CORNER OF A LARGE METAL TRACTOR SHED, 53.04 METERS (174.02
 EH2740'FT) WEST OF THE SOUTHWEST CORNER OF A GIN BUILDING, 49.07 METERS
 EH2740'(160.99 FT) NORTHEAST OF A POWDER POLE AND 25.30 METERS (83.01 FT)
 EH2740'EAST OF THE CENTER OF THE GRAVEL ROAD.  REFERENCE MARK NO 3 IS A
 EH2740'STANDARD DISK STAMPED---BRAZIL 1957 NO 3 1968---SET IN TOP OF A ROUND
 EH2740'CONCRETE PAST, PROJECTING 1 INCH.  IT IS 43.13 METERS (141.50 FT)
 EH2740'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE METAL TRACTOR SHED,
 EH2740'10.36 METERS (33.99 FT) WEST OF THE CENTER OF GRAVEL ROAD, 0.61 METER
 EH2740'(2.00 FT) NORTH OF A POWER POLE AND 0.30 METER (0.98 FT) SOUTH OF A
 EH2740'METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 5 IS A STANDARD NGS
 EH2740'DISK STAMPED---BRAZIL 1957 NO. 5 1984---, SET IN A DRILL HOLE IN THE
 EH2740'SOUTHWEST CORNER OF CONCRETE LOADING PAD OF COTTON GIN, 10.06 METERS
 EH2740'(33.01 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF GIN BUILDING, 0.24
 EH2740'METER (0.79 FT) EAST OF THE WEST EDGE OF CONCRETE PAD AND 0.24 METER
 EH2740'(0.79 FT) NORTH OF THE SOUTH END OF CONCRETE PAD.
 EH2740
 EH2740                          STATION RECOVERY (2006)
 EH2740
 EH2740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (KEJ)
 EH2740'RECOVERED IN GOOD CONDITION.
 EH2740
 EH2740                          STATION RECOVERY (2007)
 EH2740
 EH2740'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1487 ***********************************************************************
 BV1487  DESIGNATION -  BREELAND
 BV1487  PID         -  BV1487
 BV1487  STATE/COUNTY-  MS/GREENE
 BV1487  USGS QUAD   -  NEELY (1982)
 BV1487
 BV1487                         *CURRENT SURVEY CONTROL
 BV1487  ___________________________________________________________________
 BV1487* NAD 83(1993)-  31 10 37.69881(N)    088 45 16.75398(W)     ADJUSTED  
 BV1487* NAVD 88     -        96.50   (+/-2cm)     316.6    (feet)  VERTCON   
 BV1487  ___________________________________________________________________
 BV1487  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BV1487  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BV1487  HORZ ORDER  -  SECOND
 BV1487  VERT ORDER  -  THIRD ? (See Below)
 BV1487
 BV1487.The horizontal coordinates were established by classical geodetic methods
 BV1487.and adjusted by the National Geodetic Survey in May 1994.
 BV1487
 BV1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1487.The vertical order pertains to the NGVD 29 superseded value.
 BV1487
 BV1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1487
 BV1487.The geoid height was determined by GEOID03.
 BV1487
 BV1487;                    North         East     Units Scale Factor Converg.
 BV1487;SPC MS E     -   185,917.944   307,499.923   MT  0.99995069   +0 02 26.6
 BV1487;SPC MS E     -   609,965.79  1,008,856.00   sFT  0.99995069   +0 02 26.6
 BV1487;UTM  16      - 3,450,559.338   332,788.328   MT  0.99994488   -0 54 30.9
 BV1487
 BV1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1487!SPC MS E     -   0.99998917  x   0.99995069  =   0.99993986
 BV1487!UTM  16      -   0.99998917  x   0.99994488  =   0.99993405
 BV1487
 BV1487|---------------------------------------------------------------------|
 BV1487| PID    Reference Object                     Distance      Geod. Az  |
 BV1487|                                                           dddmmss.s |
 BV1487| CF9951 BREELAND RM 1                        26.056 METERS 04237     |
 BV1487| CF9950 BREELAND AZ MK                                     1470817.6 |
 BV1487| CF9952 BREELAND RM 2                        28.516 METERS 16027     |
 BV1487| BV1505 BEAUMONT                            APPROX.16.1 KM 2525334.5 |
 BV1487|---------------------------------------------------------------------|
 BV1487
 BV1487                          SUPERSEDED SURVEY CONTROL
 BV1487
 BV1487  NAD 83(1993)-  31 10 37.70802(N)    088 45 16.74831(W) AD(       ) 2
 BV1487  NAD 83(1986)-  31 10 37.71416(N)    088 45 16.75312(W) AD(       ) 2
 BV1487  NAD 27      -  31 10 37.06000(N)    088 45 16.63900(W) AD(       ) 2
 BV1487  NGVD 29 (07/19/86)   96.50   (m)          316.6    (f) LEVELING    3  
 BV1487
 BV1487.Superseded values are not recommended for survey control.
 BV1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1487.See file dsdata.txt to determine how the superseded data were derived.
 BV1487
 BV1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3278850559(NAD 83)
 BV1487_MARKER: DS = TRIANGULATION STATION DISK
 BV1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1487
 BV1487  HISTORY     - Date     Condition        Report By
 BV1487  HISTORY     - 1943     MONUMENTED       CGS
 BV1487  HISTORY     - 1956     GOOD             CGS
 BV1487  HISTORY     - 1966     GOOD             MSHD
 BV1487  HISTORY     - 1972     GOOD             USGS
 BV1487
 BV1487                          STATION DESCRIPTION
 BV1487
 BV1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1487'STATION IS LOCATED ABOUT 1 MILE N OF NEELY AND ABOUT 10 MILES WNW OF
 BV1487'LEAKESVILLE, 31 FEET W OF THE CENTER OF THE ROAD, 15.5 FEET W OF A
 BV1487'TRIANGULAR BLAZE ON AN 8-INCH ELM TREE, 15.2 FEET N OF A TRIANGULAR
 BV1487'BLAZE ON A 12-INCH OAK TREE. 4.5 FEET E OF A STANDARD REFERENCE
 BV1487'POST. THE LAND IS OWNED BY H.N. BREELAND. THE DISK IS STAMPED
 BV1487'BREELAND 1943.
 BV1487'
 BV1487'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1487'SET IN CONCRETE.
 BV1487'
 BV1487'REFERENCE MARK NO. 1 IS 85.48 FEET NE OF THE STATION, 38.2 FEET E
 BV1487'OF THE CENTER OF THE ROAD. THE DISK IS STAMPED BREELAND NO. 1 1943.
 BV1487'
 BV1487'REFERENCE MARK NO. 2 IS 93.55 FEET SE OF THE STATION AND 35 FEET W
 BV1487'OF THE CENTER OF THE ROAD. THE DISK IS STAMPED BREELAND NO. 2 1943.
 BV1487'
 BV1487'AZIMUTH MARK IS ABOUT 0.5 MILE SE OF THE STATION, 26.6 FEET E OF THE
 BV1487'CENTER OF THE ROAD. 3.6 FEET N OF A STANDARD REFERENCE POST. THE
 BV1487'DISK IS STAMPED BREELAND 1943.
 BV1487'
 BV1487'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 24 AND 63
 BV1487'IN THE W EDGE OF LEAKESVILLE, GO NORTHWESTERLY ON ROUTE 63 FOR 2.7
 BV1487'MILES TO A LEFT FORKS, TURN LEFT AND GO 4.8 MILES TO A FORKS AT A
 BV1487'WHITE CHURCH ON THE LEFT, TAKE LEFT FORK AND GO 5.2 MILES TO A
 BV1487'T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 BV1487'RIGHT, CONTINUE STRAIGHT AHEAD 0.15 MILE TO A LEFT FORKS, TAKE
 BV1487'LEFT FORK AND GO 0.4 MILE TO THE STATION ON THE LEFT.
 BV1487'
 BV1487'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1487
 BV1487                          STATION RECOVERY (1956)
 BV1487
 BV1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1487'THE STATION WAS VISITED ON OCTOBER 25, 1956. THE STATION AND
 BV1487'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE
 BV1487'AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK RECLAIMED. THE 1943
 BV1487'DESCRIPTION BY K.B.J. IS ADEQUATE WITH A CORRECTED DESCRIPTION TO
 BV1487'REACH THE STATION.
 BV1487'
 BV1487'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKVILLE, GO W AND N ON
 BV1487'STATE HIGHWAY 63 FOR 3.55 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BV1487'W FOR 4.8 MI. TO A SIDE ROAD AND CHURCH ON THE RIGHT AND A CEMETERY
 BV1487'ON THE LEFT, KEEP STRAIGHT AHEAD FOR 0.2 MI. TO A FORK, TAKE THE
 BV1487'RIGHT FORK AND GO 4.6 MI. TO A SIDE ROAD LEFT, KEEP RIGHT AND GO
 BV1487'0.5 MI. TO A T-INTERSECTION WITH A BLACK-TOPPED ROAD, TURN RIGHT
 BV1487'AND GO 0.35 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.45 MI. TO
 BV1487'THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 BV1487
 BV1487                          STATION RECOVERY (1966)
 BV1487
 BV1487'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1487'THE STATION WAS VISITED 4-7-66 AND THE STATION R.M. 1 AND R.M. 2
 BV1487'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK HAD BEEN DESTROYED
 BV1487'ACCORDING TO PREVIOUS DESCRIPTION AND THE DISK WAS RECLAIMED.
 BV1487'
 BV1487'TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN MCLAIN GO
 BV1487'NORTH ON A BLACKTOP ROAD FOR 2.4 MILES TO A FORK, TAKE THE RIGHT
 BV1487'FORK AND GO 5.0 MILES TO THE NEELY POST OFFICE ON THE LEFT,
 BV1487'CONTINUE FOR 0.35 MILES TO A FORK, TAKE THE LEFT FORK AND GO 0.35
 BV1487'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.45 MILES TO THE TOP
 BV1487'OF A HILL AND THE STATION ON THE LEFT AS DESCRIBED. THE STATION
 BV1487'DISK IS STAMPED BRELAND (1943).
 BV1487'
 BV1487'IT IS 31 FEET WEST OF CENTER OF GRAVEL ROAD AND 1.5 FEET SOUTH OF A
 BV1487'METAL WITNESS POST.
 BV1487'
 BV1487'R.M. 1 IS 38 FEET EAST CENTER OF MAIN ROAD, 9 FEET NORTH CENTER OF A
 BV1487'TRACK ROAD, AND STAMPED BRELAND NO. 1 (1943).
 BV1487'
 BV1487'R.M. 2 IS 35 FEET WEST OF CENTER OF MAIN ROAD, 6.5 FEET EAST OF
 BV1487'CENTER OF A DIM ROAD, AND STAMPED BRELAND NO. 2 (1943).
 BV1487
 BV1487                          STATION RECOVERY (1972)
 BV1487
 BV1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 BV1487'BREELAND AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED. AZ.
 BV1487'MK. NOW OBSCURED BY TREES.
 BV1487'
 BV1487'DISTANCES AND DIRECTIONS CHECKED O.K.
 BV1487'
 BV1487'ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0685 ***********************************************************************
 BH0685  DESIGNATION -  BRELAND
 BH0685  PID         -  BH0685
 BH0685  STATE/COUNTY-  MS/PERRY
 BH0685  USGS QUAD   -  BOND POND (1983)
 BH0685
 BH0685                         *CURRENT SURVEY CONTROL
 BH0685  ___________________________________________________________________
 BH0685* NAD 83(1993)-  30 56 35.91559(N)    089 02 56.92149(W)     ADJUSTED  
 BH0685* NAVD 88     -        96.50   (+/-2cm)     316.6    (feet)  VERTCON   
 BH0685  ___________________________________________________________________
 BH0685  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BH0685  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH0685  HORZ ORDER  -  FIRST
 BH0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0685
 BH0685.The horizontal coordinates were established by classical geodetic methods
 BH0685.and adjusted by the National Geodetic Survey in May 1994.
 BH0685
 BH0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0685.The vertical order pertains to the NGVD 29 superseded value.
 BH0685
 BH0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0685
 BH0685.The geoid height was determined by GEOID03.
 BH0685
 BH0685;                    North         East     Units Scale Factor Converg.
 BH0685;SPC MS E     -   160,011.843   279,377.905   MT  0.99995524   -0 06 39.5
 BH0685;SPC MS E     -   524,972.19    916,592.34   sFT  0.99995524   -0 06 39.5
 BH0685;UTM  16      - 3,425,119.724   304,240.768   MT  1.00007273   -1 03 14.3
 BH0685
 BH0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0685!SPC MS E     -   0.99998927  x   0.99995524  =   0.99994451
 BH0685!UTM  16      -   0.99998927  x   1.00007273  =   1.00006200
 BH0685
 BH0685|---------------------------------------------------------------------|
 BH0685| PID    Reference Object                     Distance      Geod. Az  |
 BH0685|                                                           dddmmss.s |
 BH0685| BH2522 BRELAND RM 3                         19.463 METERS 00952     |
 BH0685| BH0686 BRELAND RM 1                         29.735 METERS 04816     |
 BH0685| BH0684 BRELAND RM 2                         29.775 METERS 14204     |
 BH0685| BH2511 WILBE FIRE TOWER                    APPROX.10.3 KM 1494450.8 |
 BH0685| BH0683 BRELAND AZ MK                                      2152304.2 |
 BH0685| DD7610 BRELAND AZ MK RESET                                3260718.5 |
 BH0685|---------------------------------------------------------------------|
 BH0685
 BH0685                          SUPERSEDED SURVEY CONTROL
 BH0685
 BH0685  NAD 83(1986)-  30 56 35.93306(N)    089 02 56.92031(W) AD(       ) 1
 BH0685  NAD 27      -  30 56 35.26200(N)    089 02 56.73800(W) AD(       ) 1
 BH0685  NGVD 29 (??/??/??)   96.505  (m)          316.62   (f) ADJUSTED    2 0
 BH0685
 BH0685.Superseded values are not recommended for survey control.
 BH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0685.See file dsdata.txt to determine how the superseded data were derived.
 BH0685
 BH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV0424125120(NAD 83)
 BH0685_MARKER: DS = TRIANGULATION STATION DISK
 BH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0685_STAMPING: BRELAND 1942
 BH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0685+STABILITY: SURFACE MOTION
 BH0685
 BH0685  HISTORY     - Date     Condition        Report By
 BH0685  HISTORY     - 1942     MONUMENTED       CGS
 BH0685  HISTORY     - 1956     GOOD             CGS
 BH0685  HISTORY     - 1958     GOOD             CGS
 BH0685  HISTORY     - 1964     GOOD             CGS
 BH0685  HISTORY     - 1964     GOOD             CGS
 BH0685  HISTORY     - 1966     GOOD             MSHD
 BH0685
 BH0685                          STATION DESCRIPTION
 BH0685
 BH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH0685'THE STATION IS LOCATED ABOUT 5 MILES E AND 5.5 MILES N OF WIGGINS,
 BH0685'MISSISSIPPI, IN THE SW 1/4
 BH0685'OF SEC. 24, T. 1 S, R. 11 W, ON THE PROPERTY OWNED
 BH0685'BY HOMER BRELAND.  IT IS ON THE
 BH0685'W EDGE OF THE YARD, 52 FEET SW
 BH0685'OF THE SW CORNER OF HIS HOUSE, 27 FEET NW OF A
 BH0685'24-INCH TRIANGULAR
 BH0685'BLAZED OAK TREE, 16 FEET N OF A 6-INCH MAGNOLIA TREE, AND 4 FEET
 BH0685'W OF A
 BH0685'STANDARD REFERENCE POST.  MARK IS STAMPED BRELAND 1942
 BH0685'AND PROJECTS 6 INCHES.
 BH0685'
 BH0685'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH0685'STANDARD BRONZE
 BH0685'DISKS SET IN CONCRETE.
 BH0685'
 BH0685'REFERENCE MARK NO. 1 IS 97.57 FEET NE OF THE STATION, SET IN
 BH0685'THE BACK YARD OF
 BH0685'THE HOUSE, MIDWAY BETWEEN TWO LARGE OAK TREES.
 BH0685'MARK IS STAMPED BRELAND NO. 1 1942
 BH0685'AND PROJECTS 6 INCHES.
 BH0685'
 BH0685'REFERENCE MARK NO. 2 IS 97.69 FEET SE OF THE STATION, SET IN
 BH0685'THE FENCE LINE OF
 BH0685'BARNYARD FENCE, AND 6 FEET NW OF THE FENCE CORNER.
 BH0685'MARK IS STAMPED BRELAND NO. 2 1942
 BH0685'AND PROJECTS 6 INCHES.
 BH0685'
 BH0685'THE AZIMUTH MARK IS LOCATED 0.3 MILE SSW OF THE STATION, ON
 BH0685'THE W SIDE OF THE
 BH0685'GRAVEL ROAD, 73 FEET NNW OF AN 18-INCH STEEL
 BH0685'CULVERT, 24 FEET W OF THE CENTER
 BH0685'LINE OF THE HIGHWAY, AND 5 FEET
 BH0685'N OF A STANDARD REFERENCE POST.  MARK IS STAMPED
 BH0685'BRELAND 1942
 BH0685'AND PROJECTS 6 INCHES.
 BH0685'
 BH0685'TO REACH THE STATION FROM THE DEPOT IN MCLAIN GO WESTERLY
 BH0685'FOR 12 MILES ON
 BH0685'GRAVEL ROAD TO A T-ROAD, TURN LEFT AND CONTINUE
 BH0685'0.5 MILE TO A FORKS AT THE BRELAND
 BH0685'STORE.  TAKE THE RIGHT FORK
 BH0685'AND CONTINUE 4.2 MILES TO A T-ROAD RIGHT, CONTINUE
 BH0685'STRAIGHT AHEAD
 BH0685'FOR 2.6 MILES TO THE ENTRANCE TO MR. BRELANDS FARM.  TURN LEFT AND
 BH0685'GO 0.1 MILE TO THE
 BH0685'HOUSE AND STATION.
 BH0685'
 BH0685'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH0685
 BH0685                          STATION RECOVERY (1956)
 BH0685
 BH0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BH0685'THE STATION WAS VISITED ON OCTOBER
 BH0685'26, 1956.  THE
 BH0685'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH0685'THE 1942 DESCRIPTION BY R.A.E. IS
 BH0685'ADEQUATE WITH A NEW DESCRIPTION
 BH0685'OF THE AZIMUTH MARK AND TO REACH THE STATION.
 BH0685'
 BH0685'THE AZIMUTH MARK IS 0.35 MI. S-SW OF THE STATION, ACROSS THE
 BH0685'ROAD FROM A WHITE
 BH0685'HOUSE, 2 FT. E OF A FENCE LINE, 23 FT. W OF THE
 BH0685'CENTER OF THE ROAD, 57 FT. S OF A
 BH0685'FENCE CORNER, AND 112 FT. W-NW
 BH0685'OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED
 BH0685'BRELAND 1942
 BH0685'AND FLUSH WITH THE GROUND.
 BH0685'
 BH0685'TO REACH THE STATION FROM THE RAILROAD STATION IN MCLAIN, GO
 BH0685'W ON MACADAM AND
 BH0685'GRAVEL ROADS FOR 11.8 MI. TO THE INTERSECTION
 BH0685'WITH STATE HIGHWAY 29, TURN LEFT
 BH0685'(S) ON STATE HIGHWAY 29 FOR 4.4
 BH0685'MI. TO A FORK, TAKE THE LEFT FORK AND GO 4.0 MI. TO
 BH0685'A SIDE ROAD
 BH0685'RIGHT, KEEP STRAIGHT AHEAD AND GO 2.6 MI. TO A DRIVEWAY LEFT LEADING
 BH0685'TO THE HOMER
 BH0685'BRELAND HOUSE, TURN LEFT INTO THE DRIVEWAY AND
 BH0685'GO 0.1 MI. TO THE STATION ON
 BH0685'THE LEFT.
 BH0685'
 BH0685'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE BRELAND
 BH0685'HOUSE, GO S FOR
 BH0685'0.35 MI. TO THE MARK ON THE RIGHT, ACROSS THE
 BH0685'ROAD FROM THE WHITE HOUSE.
 BH0685
 BH0685                          STATION RECOVERY (1958)
 BH0685
 BH0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 BH0685'9.05 MI N FROM WIGGINS.
 BH0685'LOCATED 9.05 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0685'IN WIGGINS THENCE 0.1 MILE NORTHEAST TO A FARM HOUSE.  IT IS IN THE
 BH0685'NORTHEAST CORNER OF A CULTIVATED FIELD, AT THE SOUTHWEST CORNER OF THE
 BH0685'FARM YARD, 52 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 28 FEET
 BH0685'NORTHWEST OF AN 18-INCH OAK TREE, 16 FEET NORTHEAST OF A 10-INCH
 BH0685'MAGNOLIA TREE, 97.69 FEET NORTHWEST OF REFERENCE MARK NO. 2 AND 97.57
 BH0685'FEET SOUTHWEST OF REFERENCE MARK NO. 1.  IT IS A STANDARD
 BH0685'TRIANGULATION DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BH0685'FLUSH WITH THE GROUND.
 BH0685
 BH0685                          STATION RECOVERY (1964)
 BH0685
 BH0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH0685'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK
 BH0685'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE
 BH0685'FOUND.  IT WAS PROBABLY DESTROYED DURING ROAD IMPROVEMENT.
 BH0685'
 BH0685'NO MAJOR CHANGES HAVE BEEN MADE AT THE STATION SITE.  THE
 BH0685'HOUSE AND MAGNOLIA TREE MENTIONED IN THE 1942 DESCRIPTION, ARE
 BH0685'STILL AT THE SITE.
 BH0685'
 BH0685'THE PROPERTY ON WHICH THE STATION IS ESTABLISHED, IS STILL
 BH0685'OWNED BY MR. HOMER BRELAND.
 BH0685'
 BH0685'DUE TO TREES BEING TOO CLOSE TO THE STATION MARK, A STEEL
 BH0685'TOWER CANNOT BE ERECTED OVER THE MARK, THEREFORE A REFERENCE
 BH0685'MARK NUMBER 3 WAS ESTABLISHED AND STEEL TOWER ERECTED OVER THE
 BH0685'MARK FOR OBSERVATIONS.  MARK IS A STANDARD REFERENCE MARK DISK,
 BH0685'STAMPED BRELAND NO 3 1942, SET IN THE TOP OF A SQUARE CONCRETE
 BH0685'MONUMENT THAT IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 BH0685'GROUND.  A SUB-SURFACE REFERENCE MARK NUMBER 3 DISK WAS ALSO
 BH0685'SET.  MARK IS 69 FEET WEST OF A 36-INCH OAK TREE AND 60.4 FEET
 BH0685'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE OLD HOUSE.
 BH0685'
 BH0685'A NEW AZIMUTH MARK WAS ESTABLISHED.  MARK IS A STANDARD AZIMUTH
 BH0685'MARK DISK, STAMPED BRELAND 1942 RESET 1964, SET IN THE TOP OF A
 BH0685'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES.  IT IS
 BH0685'79 FEET EAST OF THE CENTER OF STATE HIGHWAY 29, 29 FEET
 BH0685'EAST-SOUTHEAST OF A POWERLINE POLE WHICH HAS A TRANSFORMER
 BH0685'ATTACHED, 22-1/2 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 9-1/2
 BH0685'FEET EAST OF A T-FENCE CORNER, 3.1 FEET EAST OF A METAL WITNESS
 BH0685'POST AND 1.2 FEET NORTH OF AN EAST-WEST FENCELINE.
 BH0685'
 BH0685'STATION IS REACHED FROM THE RAILROAD DEPOT IN THE TOWN OF
 BH0685'WIGGINS.  GO EAST, ON PINE STREET FOR 0.3 MILE TO FOURTH STREET
 BH0685'WHICH IS ALSO STATE HIGHWAY 29.  TURN LEFT AND GO NORTHERLY, ON
 BH0685'HIGHWAY 29 FOR 7.35 MILES TO A ROAD LEADING TO THE LEFT AND A
 BH0685'SMALL GROCERY STORE IN THE SOUTHWEST ANGLE.  CONTINUE STRAIGHT
 BH0685'AHEAD, ON HIGHWAY 29 FOR 2.4 MILES TO A WOOD GATE ON THE
 BH0685'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND CONTINUE ON A
 BH0685'TRACK ROAD FOR 0.2 MILE TO AN OLD HOUSE AND STATION AS WAS
 BH0685'DESCRIBED.
 BH0685'
 BH0685'AZIMUTH MARK IS REACHED FROM THE BOARD GATE WHICH WAS MENTIONED
 BH0685'ABOVE.  CONTINUE STRAIGHT AHEAD, ON HIGHWAY 29, NORTHWESTERLY FOR
 BH0685'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, AT A DRIVEWAY WHICH
 BH0685'LEADS TO A FARM HOME ON THE RIGHT.
 BH0685'
 BH0685'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 3.
 BH0685'
 BH0685'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BH0685
 BH0685                          STATION RECOVERY (1964)
 BH0685
 BH0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0685'RECOVERED IN GOOD CONDITION.
 BH0685
 BH0685                          STATION RECOVERY (1966)
 BH0685
 BH0685'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0685'THE STATION WAS VISITED 2-17-66 AND ALL MARKS WERE FOUND
 BH0685'IN GOOD CONDITION.
 BH0685'
 BH0685'THE STATION IS REACHED FROM THE U.S. POST OFFICE ON HIGHWAY
 BH0685'98 IN MCLAIN GO
 BH0685'SOUTH FOR 0.1 MILES TO AN INTERSECTION, TURN
 BH0685'RIGHT AND GO 0.25 MILES TO A FORK,
 BH0685'TAKE THE LEFT FORK AND GO 11.75
 BH0685'MILES TO A T INTERSECTION, TURN LEFT ON HIGHWAY 29
 BH0685'AND GO 10.65
 BH0685'MILES TO A DRIVEWAY LEADING TO BRUCE BRELANDS HOUSE AND THE
 BH0685'AZIMUTH ON THE
 BH0685'LEFT.  TO REACH THE STATION CONTINUE FOR 0.25 MILES
 BH0685'TO A DRIVEWAY ON THE LEFT, TURN
 BH0685'LEFT AND GO 0.1 MILES TO THE STATION
 BH0685'ON THE LEFT NEAR A LARGE MAGNOLIA TREE.  THE
 BH0685'STATION DISK IS STAMPED
 BH0685'BRELAND (1942) AND PROJECTS 6 INCHES.
 BH0685'
 BH0685'IT IS 54 FEET NORTHWEST OF A POWER SERVICE POLE, 53 FEET WEST
 BH0685'OF THE NORTHWEST
 BH0685'CORNER OF HOUSE, AND 16 FEET EAST OF A 24 INCH
 BH0685'MAGNOLIA TREE.
 BH0685'
 BH0685'R.M. 1 IS 12 FEET NORTH OF A 24 INCH PECAN, STAMPED BRELAND
 BH0685'NO. 1 (1942) AND
 BH0685'PROJECTS 6 INCHES.
 BH0685'
 BH0685'R.M. 2 IS 44 FEET SOUTHEAST OF A POWER SERVICE POLE, 9 FEET
 BH0685'EAST OF A FENCE,
 BH0685'STAMPED BRELAND NO. 2 (1942) AND PROJECTS 6 INCHES.
 BH0685'
 BH0685'THE AZIMUTH MARK IS 29 FEET EAST OF A POWER POLE WITH A
 BH0685'TRANSFORMER ON IT,
 BH0685'23 FEET WEST OF 18 INCH PECAN, 3.4 FEET EAST
 BH0685'OF A METAL WITNESS POST, 1 FOOT NORTH
 BH0685'OF A FENCE, STAMPED BRELAND
 BH0685'(1942) RESET (1964) AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0683 ***********************************************************************
 BH0683  DESIGNATION -  BRELAND AZ MK
 BH0683  PID         -  BH0683
 BH0683  STATE/COUNTY-  MS/PERRY
 BH0683  USGS QUAD   -  BOND POND (1983)
 BH0683
 BH0683                         *CURRENT SURVEY CONTROL
 BH0683  ___________________________________________________________________
 BH0683* NAD 83(1986)-  30 56 20.     (N)    089 03 09.     (W)     SCALED    
 BH0683* NAVD 88     -        90.88   (+/-2cm)     298.2    (feet)  VERTCON   
 BH0683  ___________________________________________________________________
 BH0683  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BH0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0683
 BH0683.The horizontal coordinates were scaled from a topographic map and have
 BH0683.an estimated accuracy of +/- 6 seconds.
 BH0683
 BH0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0683.The vertical order pertains to the NGVD 29 superseded value.
 BH0683
 BH0683.The geoid height was determined by GEOID03.
 BH0683
 BH0683;                    North         East    Units  Estimated Accuracy
 BH0683;SPC MS E     -   159,520.      279,060.      MT  (+/- 180 meters Scaled)
 BH0683
 BH0683                          SUPERSEDED SURVEY CONTROL
 BH0683
 BH0683  NGVD 29 (??/??/??)   90.880  (m)          298.16   (f) ADJUSTED    2 0
 BH0683
 BH0683.Superseded values are not recommended for survey control.
 BH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0683.See file dsdata.txt to determine how the superseded data were derived.
 BH0683
 BH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV039246(NAD 83)
 BH0683_MARKER: DZ = AZIMUTH MARK DISK
 BH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0683_STAMPING: BRELAND 1942
 BH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0683+STABILITY: SURFACE MOTION
 BH0683
 BH0683  HISTORY     - Date     Condition        Report By
 BH0683  HISTORY     - 1942     MONUMENTED       CGS
 BH0683  HISTORY     - 1958     GOOD             CGS
 BH0683  HISTORY     - 1964     MARK NOT FOUND   CGS
 BH0683
 BH0683                          STATION DESCRIPTION
 BH0683
 BH0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0683'8.75 MI N FROM WIGGINS.
 BH0683'LOCATED 8.75 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0683'IN WIGGINS 0.35 MILE SOUTH-SOUTHWEST OF TRIANGULATION STATION BRELAND,
 BH0683'ACROSS THE HIGHWAY FROM A WHITE HOUSE, 112 FEET SOUTH OF A FENCE
 BH0683'CORNER, 23 FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A
 BH0683'FENCE LINE AND 57 FEET WEST-NORTHWEST OF A POWER POLE.  IT IS A
 BH0683'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BH0683'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BH0683
 BH0683                          STATION RECOVERY (1964)
 BH0683
 BH0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0686 ***********************************************************************
 BH0686  DESIGNATION -  BRELAND RM 1
 BH0686  PID         -  BH0686
 BH0686  STATE/COUNTY-  MS/PERRY
 BH0686  USGS QUAD   -  BOND POND (1983)
 BH0686
 BH0686                         *CURRENT SURVEY CONTROL
 BH0686  ___________________________________________________________________
 BH0686* NAD 83(1986)-  30 56 36.     (N)    089 02 56.     (W)     SCALED    
 BH0686* NAVD 88     -        96.52   (+/-2cm)     316.7    (feet)  VERTCON   
 BH0686  ___________________________________________________________________
 BH0686  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0686
 BH0686.The horizontal coordinates were scaled from a topographic map and have
 BH0686.an estimated accuracy of +/- 6 seconds.
 BH0686
 BH0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0686.The vertical order pertains to the NGVD 29 superseded value.
 BH0686
 BH0686.The geoid height was determined by GEOID03.
 BH0686
 BH0686;                    North         East    Units  Estimated Accuracy
 BH0686;SPC MS E     -   160,010.      279,400.      MT  (+/- 180 meters Scaled)
 BH0686
 BH0686                          SUPERSEDED SURVEY CONTROL
 BH0686
 BH0686  NGVD 29 (??/??/??)   96.527  (m)          316.69   (f) ADJUSTED    2 0
 BH0686
 BH0686.Superseded values are not recommended for survey control.
 BH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0686.See file dsdata.txt to determine how the superseded data were derived.
 BH0686
 BH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV042251(NAD 83)
 BH0686_MARKER: DR = REFERENCE MARK DISK
 BH0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0686_STAMPING: BRELAND NO 1 1942
 BH0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0686+STABILITY: SURFACE MOTION
 BH0686
 BH0686  HISTORY     - Date     Condition        Report By
 BH0686  HISTORY     - 1942     MONUMENTED       CGS
 BH0686  HISTORY     - 1958     GOOD             CGS
 BH0686  HISTORY     - 1964     GOOD             CGS
 BH0686
 BH0686                          STATION DESCRIPTION
 BH0686
 BH0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0686'9.05 MI N FROM WIGGINS.
 BH0686'LOCATED 9.05 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0686'IN WIGGINS THENCE 0.1 MILE NORTHEAST TO A FARM HOUSE.  IT IS MIDWAY
 BH0686'BETWEEN TWO LARGE OAK TREES, 97.57 FEET NORTHEAST OF THE TRIANGULATION
 BH0686'STATION BRELAND 1942, 24 FEET NORTH OF THE NORTH CORNER OF THE HOUSE,
 BH0686'AND 14 FEET NORTHWEST OF A LARGE PECAN TREE.  IT IS A STANDARD
 BH0686'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BH0686'PROJECTING 6 INCHES.
 BH0686
 BH0686                          STATION RECOVERY (1964)
 BH0686
 BH0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0684 ***********************************************************************
 BH0684  DESIGNATION -  BRELAND RM 2
 BH0684  PID         -  BH0684
 BH0684  STATE/COUNTY-  MS/PERRY
 BH0684  USGS QUAD   -  BOND POND (1983)
 BH0684
 BH0684                         *CURRENT SURVEY CONTROL
 BH0684  ___________________________________________________________________
 BH0684* NAD 83(1986)-  30 56 36.     (N)    089 02 56.     (W)     SCALED    
 BH0684* NAVD 88     -        97.31   (+/-2cm)     319.3    (feet)  VERTCON   
 BH0684  ___________________________________________________________________
 BH0684  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0684
 BH0684.The horizontal coordinates were scaled from a topographic map and have
 BH0684.an estimated accuracy of +/- 6 seconds.
 BH0684
 BH0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0684.The vertical order pertains to the NGVD 29 superseded value.
 BH0684
 BH0684.The geoid height was determined by GEOID03.
 BH0684
 BH0684;                    North         East    Units  Estimated Accuracy
 BH0684;SPC MS E     -   160,010.      279,400.      MT  (+/- 180 meters Scaled)
 BH0684
 BH0684                          SUPERSEDED SURVEY CONTROL
 BH0684
 BH0684  NGVD 29 (??/??/??)   97.310  (m)          319.26   (f) ADJUSTED    2 0
 BH0684
 BH0684.Superseded values are not recommended for survey control.
 BH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0684.See file dsdata.txt to determine how the superseded data were derived.
 BH0684
 BH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV042251(NAD 83)
 BH0684_MARKER: DR = REFERENCE MARK DISK
 BH0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0684_STAMPING: BRELAND NO 2 1942
 BH0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0684+STABILITY: SURFACE MOTION
 BH0684
 BH0684  HISTORY     - Date     Condition        Report By
 BH0684  HISTORY     - 1942     MONUMENTED       CGS
 BH0684  HISTORY     - 1958     GOOD             CGS
 BH0684  HISTORY     - 1964     GOOD             CGS
 BH0684
 BH0684                          STATION DESCRIPTION
 BH0684
 BH0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0684'9.05 MI N FROM WIGGINS.
 BH0684'LOCATED 9.05 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0684'IN WIGGINS, THENCE 0.1 MILE NORTHEAST TO A FARM HOUSE.  IT IS 60 FEET
 BH0684'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 97.69 FEET SOUTHEAST
 BH0684'OF TRIANGULATION STATION BRELAND 1942, AND 1 FOOT SOUTHWEST OF A BOARD
 BH0684'FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 BH0684'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 BH0684
 BH0684                          STATION RECOVERY (1964)
 BH0684
 BH0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2522 ***********************************************************************
 BH2522  DESIGNATION -  BRELAND RM 3
 BH2522  PID         -  BH2522
 BH2522  STATE/COUNTY-  MS/PERRY
 BH2522  USGS QUAD   -  BOND POND (1983)
 BH2522
 BH2522                         *CURRENT SURVEY CONTROL
 BH2522  ___________________________________________________________________
 BH2522* NAD 83(1993)-  30 56 36.53823(N)    089 02 56.79591(W)     ADJUSTED  
 BH2522* NAVD 88     -        95.74   (+/-2cm)     314.1    (feet)  VERTCON   
 BH2522  ___________________________________________________________________
 BH2522  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BH2522  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2522  HORZ ORDER  -  FIRST
 BH2522  VERT ORDER  -  THIRD ? (See Below)
 BH2522
 BH2522.The horizontal coordinates were established by classical geodetic methods
 BH2522.and adjusted by the National Geodetic Survey in May 1994.
 BH2522
 BH2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2522.The vertical order pertains to the NGVD 29 superseded value.
 BH2522
 BH2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2522
 BH2522.The geoid height was determined by GEOID03.
 BH2522
 BH2522;                    North         East     Units Scale Factor Converg.
 BH2522;SPC MS E     -   160,031.010   279,381.275   MT  0.99995524   -0 06 39.4
 BH2522;SPC MS E     -   525,035.07    916,603.40   sFT  0.99995524   -0 06 39.4
 BH2522;UTM  16      - 3,425,138.836   304,244.454   MT  1.00007271   -1 03 14.3
 BH2522
 BH2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2522!SPC MS E     -   0.99998939  x   0.99995524  =   0.99994463
 BH2522!UTM  16      -   0.99998939  x   1.00007271  =   1.00006210
 BH2522
 BH2522:                Primary Azimuth Mark                     Grid Az
 BH2522:SPC MS E     -  WIGGINS FL GAS TRANSM RAD MAST           070 51 33.7
 BH2522:UTM  16      -  WIGGINS FL GAS TRANSM RAD MAST           071 48 08.6
 BH2522
 BH2522|---------------------------------------------------------------------|
 BH2522| PID    Reference Object                     Distance      Geod. Az  |
 BH2522|                                                           dddmmss.s |
 BH2522| BH2521 WIGGINS FL GAS TRANSM RAD MAST      APPROX. 2.0 KM 0704454.3 |
 BH2522| BH0686 BRELAND RM 1                         18.861 METERS 08809     |
 BH2522| BH0684 BRELAND RM 2                                       16040     |
 BH2522| BH2529 WIGGINS MUNICIPAL TANK              APPROX.12.3 KM 2240900.4 |
 BH2522| BH2523 WIGGINS ATT MICROWAVE               APPROX. 5.4 KM 2273837.1 |
 BH2522| DD7610 BRELAND AZ MK RESET                                3235614.8 |
 BH2522|---------------------------------------------------------------------|
 BH2522
 BH2522                          SUPERSEDED SURVEY CONTROL
 BH2522
 BH2522  NAD 83(1986)-  30 56 36.55551(N)    089 02 56.79478(W) AD(       ) 1
 BH2522  NAD 27      -  30 56 35.88466(N)    089 02 56.61258(W) AD(       ) 1
 BH2522  NGVD 29 (07/19/86)   95.74   (m)          314.1    (f) LEVELING    3  
 BH2522
 BH2522.Superseded values are not recommended for survey control.
 BH2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2522.See file dsdata.txt to determine how the superseded data were derived.
 BH2522
 BH2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV0424425139(NAD 83)
 BH2522_MARKER: DS = TRIANGULATION STATION DISK
 BH2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2522+STABILITY: SURFACE MOTION
 BH2522
 BH2522  HISTORY     - Date     Condition        Report By
 BH2522  HISTORY     - 1964     MONUMENTED       CGS
 BH2522
 BH2522                          STATION DESCRIPTION
 BH2522
 BH2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH2522'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF THE TOWN OF
 BH2522'WIGGINS, IN THE SW 1/4 OF SECTION 24.  T. 1 S.  11 W, ON
 BH2522'PROPERTY WHICH IS OWNED BY A MR. HOMER BRELAND.  MARK IS 69 FEET
 BH2522'WEST OF A 36-INCH OAK TREE AND 60.4 FEET WEST-NORTHWEST OF THE
 BH2522'NORTHWEST CORNER OF AN OLD HOUSE WHICH BELONGS TO MR. BRELAND.
 BH2522'
 BH2522'FOR A DESCRIPTION OF HOW TO REACH THIS STATION, REFER TO THE
 BH2522'1964 RECOVERY NOTE OF STATION BRELAND 1942.  ALSO THE NEW
 BH2522'AZIMUTH MARK THAT WAS ESTABLISHED THIS YEAR, IS DESCRIBED IN
 BH2522'THE RECOVERY NOTE OF STATION BRELAND 1942.
 BH2522'
 BH2522'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1507 ***********************************************************************
 BV1507  DESIGNATION -  BREWER
 BV1507  PID         -  BV1507
 BV1507  STATE/COUNTY-  MS/WAYNE
 BV1507  USGS QUAD   -  MULBERRY (1985)
 BV1507
 BV1507                         *CURRENT SURVEY CONTROL
 BV1507  ___________________________________________________________________
 BV1507* NAD 83(1993)-  31 27 50.63444(N)    088 46 07.84422(W)     ADJUSTED  
 BV1507* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 BV1507  ___________________________________________________________________
 BV1507  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BV1507  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV1507  HORZ ORDER  -  FIRST
 BV1507
 BV1507.The horizontal coordinates were established by classical geodetic methods
 BV1507.and adjusted by the National Geodetic Survey in May 1994.
 BV1507
 BV1507.The orthometric height was scaled from a topographic map.
 BV1507
 BV1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1507
 BV1507.The geoid height was determined by GEOID03.
 BV1507
 BV1507;                    North         East     Units Scale Factor Converg.
 BV1507;SPC MS E     -   217,728.468   306,128.519   MT  0.99995046   +0 02 01.2
 BV1507;SPC MS E     -   714,330.82  1,004,356.65   sFT  0.99995046   +0 02 01.2
 BV1507;UTM  16      - 3,482,388.149   331,946.323   MT  0.99994834   -0 55 24.6
 BV1507
 BV1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1507!SPC MS E     -   0.99998568  x   0.99995046  =   0.99993614
 BV1507!UTM  16      -   0.99998568  x   0.99994834  =   0.99993402
 BV1507
 BV1507:                Primary Azimuth Mark                     Grid Az
 BV1507:SPC MS E     -  BIG CREEK LOOKOUT TOWER                  003 11 03.8
 BV1507:UTM  16      -  BIG CREEK LOOKOUT TOWER                  004 08 29.6
 BV1507
 BV1507|---------------------------------------------------------------------|
 BV1507| PID    Reference Object                     Distance      Geod. Az  |
 BV1507|                                                           dddmmss.s |
 BV1507| BV1563 BIG CREEK LOOKOUT TOWER             APPROX.15.1 KM 0031305.0 |
 BV1507| BV2027 BREWER RM 1                          34.022 METERS 06437     |
 BV1507| BV1479 PINEY WOODS LOOKOUT TOWER           APPROX. 2.5 KM 0823231.1 |
 BV1507| BV2029 BREWER AZ MK                                       0825252.7 |
 BV1507| BV1480 STONEY LOOKOUT TOWER                APPROX.12.7 KM 1295806.8 |
 BV1507| BV2028 BREWER RM 2                          28.834 METERS 16824     |
 BV1507| BV1526 TIGER CREEK LOOKOUT TOWER           APPROX.19.1 KM 2660918.5 |
 BV1507| BV1564 WAUSAU CHICKSAWHAY LOT              APPROX.13.8 KM 3015703.4 |
 BV1507|---------------------------------------------------------------------|
 BV1507
 BV1507                          SUPERSEDED SURVEY CONTROL
 BV1507
 BV1507  NAD 83(1993)-  31 27 50.64371(N)    088 46 07.85088(W) AD(       ) 1
 BV1507  NAD 83(1986)-  31 27 50.64921(N)    088 46 07.84570(W) AD(       ) 1
 BV1507  NAD 27      -  31 27 50.05200(N)    088 46 07.69000(W) AD(       ) 1
 BV1507
 BV1507.Superseded values are not recommended for survey control.
 BV1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1507.See file dsdata.txt to determine how the superseded data were derived.
 BV1507
 BV1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3194682388(NAD 83)
 BV1507_MARKER: DS = TRIANGULATION STATION DISK
 BV1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1507_SP_SET: CONCRETE POST
 BV1507_STAMPING: BREWER 1939
 BV1507_MARK LOGO: CGS   
 BV1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1507+STABILITY: SURFACE MOTION
 BV1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1507+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 BV1507
 BV1507  HISTORY     - Date     Condition        Report By
 BV1507  HISTORY     - 1939     MONUMENTED       CGS
 BV1507  HISTORY     - 1939     GOOD             CGS
 BV1507  HISTORY     - 1956     GOOD             CGS
 BV1507  HISTORY     - 1964     GOOD             MSHD
 BV1507  HISTORY     - 19910613 GOOD             MSHD
 BV1507
 BV1507                          STATION DESCRIPTION
 BV1507
 BV1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1507'STATION IS ABOUT 10 MILES SSW OF CLARA. ON THE HIGHEST POINT OF THE
 BV1507'BARNYARD ON THE FARM OF DANNIE BREWER. IN THE SW 1/4 OF SEC. 23, T 6
 BV1507'N, R 8 W, THE MARK IS FLUSH WITH THE GROUND AND
 BV1507'IS STAMPED BREWER 1939. IT IS 52 FEET SE OF THE SE CORNER OF
 BV1507'BREWERS HOUSE, 60 FEET S OF A WOODEN FENCE, 60 FEET N OF A COW
 BV1507'SHED AND 22 FEET E OF A WOODEN FENCE.
 BV1507'
 BV1507'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1507'BRONZE DISKS SET IN CONCRETE.
 BV1507'
 BV1507'REFERENCE MARK NO. 1 PROJECTS 8 INCHES ABOVE THE GROUND
 BV1507'AND IS STAMPED BREWER NO. 1 1939. IT IS 111.62 FEET NE OF THE
 BV1507'STATION AND 1 FOOT S OF A WOODEN SLAT FENCE AND 55 FEET E OF A CORN
 BV1507'CRIB.
 BV1507'
 BV1507'REFERENCE MARK NO. 2 PROJECTS 8 INCHES ABOVE THE GROUND
 BV1507'AND IS STAMPED BREWER NO. 2 1939. IT IS 94.60 FEET SSE OF THE
 BV1507'STATION AT THE SE FENCE CORNER OF THE BARNYARD AND 21 FEET E OF A
 BV1507'COW SHED.
 BV1507'
 BV1507'THE AZIMUTH MARK IS 1.3 MILES E OF THE STATION AT THE PINEY WOODS
 BV1507'LOOKOUT TOWER. IT IS 41 FEET SW OF THE SW CORNER OF THE RANGER
 BV1507'CABIN.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 BV1507'STAMPED BREWER 1939. TO REACH THE AZIMUTH MARK FROM THE STATION
 BV1507'DRIVE N AND E ON THE MAIN ROAD FOR 1.55 MILES TO U.S. HIGHWAY 63.
 BV1507'TURN RIGHT ON THE U.S. HIGHWAY AND DRIVE S FOR 0.8 MILE TO A SIDE
 BV1507'ROAD THEN TURN E AND DRIVE 0.25 MILE TO THE LOOKOUT TOWER AND THE
 BV1507'AZIMUTH MARK.
 BV1507'
 BV1507'TO REACH THE STATION FROM THE MAIN PART OF CLARA, DRIVE S ON U.S.
 BV1507'HIGHWAY 63 TO A FORK. TAKE THE LEFT FORK WHICH IS U.S. HIGHWAY 63
 BV1507'AND DRIVE 5 MILES TO A CROSSROAD, THIS IS 0.8 MILE N OF THE PINEY
 BV1507'WOODS LOOKOUT TOWER. TURN RIGHT, W, AND DRIVE 1.55 MILES TO DANNIE
 BV1507'BREWERS HOUSE AND THE STATION ON THE RIGHT OR W SIDE OF THE ROAD.
 BV1507'
 BV1507'A 64-FOOT TOWER IS NEEDED AT BREWER TO SEE ALL LINES.
 BV1507'
 BV1507'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1507
 BV1507                          STATION RECOVERY (1939)
 BV1507
 BV1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 BV1507'RECOVERED IN GOOD CONDITION.
 BV1507
 BV1507                          STATION RECOVERY (1956)
 BV1507
 BV1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1507'THE STATION WAS VISITED ON OCTOBER 24, 1956. THE STATION AND ALL
 BV1507'MARKS WERE FOUND IN GOOD CONDITION. THE STATION IS LOCATED IN THE
 BV1507'S EDGE OF A CULTIVATED FIELD, AND ALL THE BUILDINGS MENTIONED IN
 BV1507'THE ORIGINAL DESCRIPTION HAVE BEEN TORN DOWN. THE ORIGINAL
 BV1507'DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION FOLLOWS--
 BV1507'
 BV1507'THE STATION IS LOCATED 10 MI. S-SW OF CLARA, ABOUT 8 MI. N OF SAND
 BV1507'HILL, IN THE SW QUARTER OF SECTION 23, T 6 N, R 8 W, AND AT THE S
 BV1507'EDGE OF A CULTIVATED FIELD OWNED BY OSCAR AND CLAUDE BREWER. IT IS
 BV1507'223 FT. W-SW OF THE CENTER OF A GRAVELED ROAD, 213 FT. W-SW OF A
 BV1507'FENCE, 182 FT. W-SW OF A LONE PINE TREE, 72 FT. E-NE OF A
 BV1507'CHINABERRY TREE, ABOUT ON LINE BETWEEN THE CHINABERRY TREE AND THE
 BV1507'LONE PINE TREE, AND 67 FT. S-SW OF A BLACK WALNUT TREE. IT IS A
 BV1507'STANDARD DISK, STAMPED BREWER 1939 AND FLUSH WITH THE GROUND.
 BV1507'
 BV1507'REFERENCE MARK 1 IS 111.62 FT. NE OF THE STATION, 86 FT. E OF THE
 BV1507'BLACK WALNUT TREE, 100 FT. NW OF THE LONE PINE TREE, 105 FT. W OF A
 BV1507'FENCE, AND 115 FT. W OF THE CENTER OF THE ROAD. IT IS A STANDARD
 BV1507'DISK, STAMPED BREWER NO 1 1939 AND PROJECTING 8 IN.
 BV1507'
 BV1507'REFERENCE MARK 2 IS 94.60 FT. S-SE OF THE STATION, AND 84 FT. N-NW
 BV1507'OF THE S EDGE OF THE CULTIVATED FIELD. IT IS A STANDARD DISK,
 BV1507'STAMPED BREWER NO 2 1939 AND PROJECTING 6 IN.
 BV1507'
 BV1507'THE AZIMUTH MARK IS ABOUT 1.0 MI. E OF THE STATION, AT THE SITE OF
 BV1507'THE PINEY WOODS LOOKOUT TOWER, 40 FT. SW OF THE SW CORNER OF THE
 BV1507'RANGERS CABIN, 65 FT. W-SW OF A PUMP AND WELL, 187 FT. W-SW OF THE
 BV1507'SW LEG OF THE LOOKOUT TOWER, AND 24 FT. NW OF A POWER POLE. IT IS A
 BV1507'STANDARD DISK, STAMPED BREWER 1939 AND PROJECTING 4 IN.
 BV1507'
 BV1507'TO REACH THE STATION FROM CLARA, GO SW ON STATE HIGHWAY 63 FOR 5.0
 BV1507'MI. TO A FORK, TAKE THE LEFT FORK AND GO 5.1 MI. TO A CROSSROAD (*),
 BV1507'TURN RIGHT AND GO 1.55 MI. TO THE STATION ON THE RIGHT, ON THE
 BV1507'HIGHEST POINT OF A CULTIVATED FIELD.
 BV1507'
 BV1507'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO S ON STATE HIGHWAY
 BV1507'63 FOR 0.9 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MI. TO THE
 BV1507'LOOKOUT TOWER AND THE AZIMUTH MARK ON THE RIGHT.
 BV1507
 BV1507                          STATION RECOVERY (1964)
 BV1507
 BV1507'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1507'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1507'
 BV1507'THE 1956 DESCRIPTION IS ADEQUATE.
 BV1507'
 BV1507'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION, R.M. NO.
 BV1507'2, AND AZIMUTH AND 1.0 FOOT NORTHWEST OF R.M. NO. 1.
 BV1507'
 BV1507'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH SQUARE,
 BV1507'CONCRETE POSTS.
 BV1507'
 BV1507'THE MARK PROJECTS 6 INCHES.
 BV1507
 BV1507                          STATION RECOVERY (1991)
 BV1507
 BV1507'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1507'THE STATION IS LOCATED ABOUT 16.3 MI (26.2 KM) SOUTHWEST OF
 BV1507'WAYNESBORO, ON THE HIGHEST POINT OF A CULTERVATED FIELD, 8.9 MI
 BV1507'(14.3 KM) SOUTHWEST OF CLARA, 2.2 MI (3.5 KM) NORTH OF THE
 BV1507'GREENE-WAYNE COUNTY LINE AND IS IN SECTION 23, T 6N, R 8W.
 BV1507'TO REACH FROM THE JUNCTION OF CLARA SCHOOL ROAD AND STATE HIGHWAY 63
 BV1507'JUST NORTH OF THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV1507'63 FOR 10.25 MI (16.50 KM) TO A CROSSROAD, TURN RIGHT AND GO
 BV1507'SOUTHWEST ON T R DUNNAM ROAD FOR 1.5 MI (2.4 KM) TO THE MARK ON THE
 BV1507'RIGHT.
 BV1507'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1507'ABOUT 6.0 FT (1.8 M) ABOVE THE LEVEL OF THE ROAD, FLUSH WITH THE
 BV1507'GROUND, 236.0 FT (71.9 M) WEST OF THE CENTER OF A PAVED ROAD, 192.0
 BV1507'FT (58.5 M) SOUTHWEST OF AN 18 INCH OAK, 136.5 FT (41.6 M)
 BV1507'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING, 131.0 FT
 BV1507'(39.9 M) WEST OF A POWER POLE WITH A TRANSFORMER, LAMP AND GUY WIRE
 BV1507'AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST BY A 5 INCH CHERRY
 BV1507'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1436 ***********************************************************************
 CO1436  DESIGNATION -  BREWER
 CO1436  PID         -  CO1436
 CO1436  STATE/COUNTY-  MS/LEAKE
 CO1436  USGS QUAD   -  OFAHOMA (1989)
 CO1436
 CO1436                         *CURRENT SURVEY CONTROL
 CO1436  ___________________________________________________________________
 CO1436* NAD 83(1993)-  32 37 49.10680(N)    089 39 37.29029(W)     ADJUSTED  
 CO1436* NAVD 88     -       146.618  (meters)     481.03   (feet)  ADJUSTED  
 CO1436  ___________________________________________________________________
 CO1436  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CO1436  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1436  DYNAMIC HT  -         146.450 (meters)     480.48  (feet)  COMP
 CO1436  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CO1436
 CO1436  HORZ ORDER  -  FIRST
 CO1436  VERT ORDER  -  SECOND    CLASS II
 CO1436
 CO1436.The horizontal coordinates were established by classical geodetic methods
 CO1436.and adjusted by the National Geodetic Survey in May 1994.
 CO1436
 CO1436.The orthometric height was determined by differential leveling
 CO1436.and adjusted in June 1991.
 CO1436
 CO1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1436
 CO1436.The geoid height was determined by GEOID03.
 CO1436
 CO1436.The dynamic height is computed by dividing the NAVD 88
 CO1436.geopotential number by the normal gravity value computed on the
 CO1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1436.degrees latitude (g = 980.6199 gals.).
 CO1436
 CO1436.The modeled gravity was interpolated from observed gravity values.
 CO1436
 CO1436;                    North         East     Units Scale Factor Converg.
 CO1436;SPC MS E     -   347,344.101   222,393.879   MT  1.00002424   -0 26 45.5
 CO1436;SPC MS E     - 1,139,578.10    729,637.25   sFT  1.00002424   -0 26 45.5
 CO1436;SPC MS W     -   347,242.059   763,150.098   MT  0.99999916   +0 21 46.4
 CO1436;SPC MS W     - 1,139,243.32  2,503,768.28   sFT  0.99999916   +0 21 46.4
 CO1436;UTM  16      - 3,613,429.840   250,411.334   MT  1.00036822   -1 26 06.9
 CO1436
 CO1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1436!SPC MS E     -   0.99998125  x   1.00002424  =   1.00000549
 CO1436!SPC MS W     -   0.99998125  x   0.99999916  =   0.99998041
 CO1436!UTM  16      -   0.99998125  x   1.00036822  =   1.00034946
 CO1436
 CO1436|---------------------------------------------------------------------|
 CO1436| PID    Reference Object                     Distance      Geod. Az  |
 CO1436|                                                           dddmmss.s |
 CO1436| CF9957 BREWER RM 2                          39.517 METERS 11722     |
 CO1436| CO1521 BREWER RM 3                          23.756 METERS 15549     |
 CO1436| CO1435 FORKVILLE LOT                       APPROX.12.2 KM 1704733.6 |
 CO1436| CO1520 BREWER RM 4                          23.306 METERS 30028     |
 CO1436| CF9956 BREWER RM 1                          43.099 METERS 33746     |
 CO1436| CO1519 BREWER AZ MK                                       3490638.8 |
 CO1436|---------------------------------------------------------------------|
 CO1436
 CO1436                          SUPERSEDED SURVEY CONTROL
 CO1436
 CO1436  NAD 83(1986)-  32 37 49.11828(N)    089 39 37.28911(W) AD(       ) 1
 CO1436  NAD 27      -  32 37 48.62400(N)    089 39 37.02500(W) AD(       ) 1
 CO1436
 CO1436.Superseded values are not recommended for survey control.
 CO1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1436.See file dsdata.txt to determine how the superseded data were derived.
 CO1436
 CO1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB5041113430(NAD 83)
 CO1436_MARKER: DD = SURVEY DISK
 CO1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1436_SP_SET: CONCRETE POST
 CO1436_STAMPING: BREWER 1934
 CO1436_MARK LOGO: CGS   
 CO1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1436+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CO1436
 CO1436  HISTORY     - Date     Condition        Report By
 CO1436  HISTORY     - 1934     MONUMENTED       CGS
 CO1436  HISTORY     - 1934     GOOD             CGS
 CO1436  HISTORY     - 1940     GOOD             BGCO
 CO1436  HISTORY     - 1959     GOOD             CGS
 CO1436  HISTORY     - 1964     GOOD             MSHD
 CO1436  HISTORY     - 1970     GOOD             NGS
 CO1436  HISTORY     - 19880303 GOOD             MSHD
 CO1436  HISTORY     - 19880601 GOOD             MSHD
 CO1436
 CO1436                          STATION DESCRIPTION
 CO1436
 CO1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1436'ABOUT 10-1/4 MILES SOUTHWEST OF CARTHAGE, 4-1/4 MILES NORTHWEST
 CO1436'OF THE VILLAGE OF LENA, IN THE NORTHWEST QUARTER OF SEC. 14,
 CO1436'T. 9 N., R. 6 E., ON THE HIGHEST PART OF A RIDGE WOODED TO THE
 CO1436'WEST AND CLEARED TO THE EAST, ON THE PROPERTY OF R.B. BREWER,
 CO1436'21.8 FEET WEST OF A 24-INCH WHITE OAK WITH A TRIANGULAR BLAZE,
 CO1436'30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 19 FEET
 CO1436'NORTH OF A WOODS-ROAD.
 CO1436'
 CO1436'TO REACH FROM THE COURTHOUSE IN FOREST, GO NORTH ON STATE HIGHWAY
 CO1436'35 FOR 7.85 MILES TO A T-ROAD IN HILLSBORO, KEEP STRAIGHT AHEAD,
 CO1436'LEAVING STATE HIGHWAY 35, AND CONTINUE NORTH FOR 3.9 MILES TO
 CO1436'FORKS, TAKE RIGHT FORK AND FOLLOW 3.05 MILES TO FORKS, TAKE LEFT
 CO1436'FORK AND GO 5.5 MILES TO THE RAILROAD STATION IN LENA, FROM THERE
 CO1436'GO NORTH 0.05 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW 3.15
 CO1436'MILES TO CROSSROADS IN GOODHOPE, ABOUT 100 YARDS NORTH OF
 CO1436'SCHOOL, TURN LEFT AND KEEP STRAIGHT AHEAD 1.9 MILES TO
 CO1436'CROSSROADS AT TOP OF GRADE, TURN RIGHT AND CONTINUE 0.2 MILE
 CO1436'TO BLAZED OAK AND STATION.
 CO1436'
 CO1436'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1436'BRONZE DISKS SET IN CONCRETE.
 CO1436'
 CO1436'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, IN THE
 CO1436'EDGE OF A CULTIVATED FIELD, 16 FEET NORTHEAST OF THE CENTER
 CO1436'LINE OF THE ROAD.
 CO1436'
 CO1436'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, IN THE EDGE
 CO1436'OF A CULTIVATED FIELD, 16 FEET NORTHEAST OF THE CENTER LINE OF
 CO1436'THE ROAD.
 CO1436'
 CO1436'AZIMUTH MARK IS NORTH OF THE STATION, IN A CLEARED AREA, 20
 CO1436'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 6 FEET SOUTH OF
 CO1436'AN 8-INCH PINE AND 18 FEET NORTH-NORTHWEST OF A CROOKED 10-INCH
 CO1436'OAK.
 CO1436'
 CO1436'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 CO1436'
 CO1436'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 CO1436
 CO1436                          STATION RECOVERY (1934)
 CO1436
 CO1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CO1436'RECOVERED IN GOOD CONDITION.
 CO1436
 CO1436                          STATION RECOVERY (1940)
 CO1436
 CO1436'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1940
 CO1436'STATION RECOVERED FROM ORIGINAL DESCRIPTION, IN GOOD CONDITION.
 CO1436
 CO1436                          STATION RECOVERY (1959)
 CO1436
 CO1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1436'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CO1436'MARKS 1 AND 2 HAVE BEEN VERY NEARLY EXPOSED ON THEIR WEST SIDE
 CO1436'BY ROAD GRADING AND, DUE TO THE FACT THAT THIS WOULD MAKE THEM
 CO1436'VERY VULNERABLE TO DISTURBANCE, REFERENCE MARKS 3 AND 4 WERE
 CO1436'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS-
 CO1436'
 CO1436'STATION IS LOCATED ABOUT 2 MILES WEST OF GOOD HOPE, 5 MILES
 CO1436'SOUTH OF STATE HIGHWAY 16, 4 MILES EAST OF THE JUNCTION POINT
 CO1436'OF THE MADISON, LEAKE AND SCOTT COUNTY LINES, 2-1/2 MILES
 CO1436'SOUTHEAST OF THE BLACK RIVER, JUST NORTH OF THE WEST SIDE CENTER
 CO1436'OF SECTION 14, T 9 N, R 6 E, AND ON PROPERTY OWNED BY MR. ROBERT
 CO1436'BREWER WHO LIVES ABOUT 0.25 MILE SOUTH OF THE STATION.  NOTE-
 CO1436'SEE CARD 2 OF 2 FOR TO REACH.
 CO1436'
 CO1436'STATION MARKS ARE STANDARD DISKS, STAMPED BREWER 1934.  SURFACE
 CO1436'MARK IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST
 CO1436'PROJECTING 10 INCHES.  IT IS 39 FEET SOUTH-SOUTHEAST OF A 12 INCH
 CO1436'PINE TREE WITH A TRIANGLE BLAZE ON ITS NORTHEAST SIDE, 33 FEET
 CO1436'SOUTHWEST OF A GRAVELED ROAD CENTER AND 9 FEET SOUTHWEST OF THE
 CO1436'SOUTHWEST ROAD RIGHT-OF-WAY FENCE.  A METAL, WITNESS SIGN POST
 CO1436'WAS SET 2.2 FEET SOUTHEAST OF THE MARK.
 CO1436'
 CO1436'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BREWER NO 1 1934,
 CO1436'SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST PROJECTING 7
 CO1436'INCHES.  IT IS 103 FEET NORTH-NORTHWEST OF THE BLAZED TREE AND 16
 CO1436'FEET NORTHEAST OF THE ROAD CENTER.
 CO1436'
 CO1436'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BREWER NO 2 1934,
 CO1436'SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST PROJECTING 7
 CO1436'INCHES.  IT IS 166 FEET SOUTHEAST OF THE BLAZED TREE AND 17 FEET
 CO1436'NORTHEAST OF THE ROAD CENTER.
 CO1436'
 CO1436'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BREWER NO 3 1934,
 CO1436'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 7
 CO1436'INCHES.  IT IS 117 FEET SOUTH-SOUTHEAST OF THE BLAZED TREE,
 CO1436'57 FEET SOUTHWEST OF THE ROAD CENTER AND 34 FEET SOUTHWEST OF
 CO1436'THE RIGHT-OF-WAY FENCE.
 CO1436'
 CO1436'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BREWER NO 4 1934,
 CO1436'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 2
 CO1436'INCHES.  IT IS 55 FEET SOUTHWEST OF THE ROAD CENTER, 46 FEET
 CO1436'WEST OF THE BLAZED TREE AND 33 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 CO1436'FENCE.
 CO1436'
 CO1436'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BREWER
 CO1436'AZI 1934, SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST
 CO1436'PROJECTING 6 INCHES.  IT IS 107 FEET SOUTHEAST OF THE SOUTHEAST
 CO1436'ONE OF TWO TRANSMISSION LINE POLES, 20 FEET NORTHEAST OF A
 CO1436'GRAVELED ROAD CENTER AND 6 INCHES SOUTHWEST OF THE NORTHEAST
 CO1436'ROAD RIGHT-OF-WAY FENCE.
 CO1436'
 CO1436'TO REACH FROM THE MAIN CROSSROADS IN GOOD HOPE, GO WESTERLY ON
 CO1436'GRAVELED ROAD FOR 1.9 MILES TO A CROSSROAD AT MR. BREWERS HOUSE ON
 CO1436'THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON GRAVELED ROAD FOR 0.2
 CO1436'MILE TO THE TOP OF A SLIGHT RISE AT A CULTIVATED FIELD ON THE
 CO1436'RIGHT AND THE STATION ON THE LEFT.  CONTINUE NORTHERLY ON THE
 CO1436'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AT A
 CO1436'TRANSMISSION LINE CROSSING.
 CO1436'
 CO1436'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1436
 CO1436                          STATION RECOVERY (1964)
 CO1436
 CO1436'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1436'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 CO1436'GOOD CONDITION.
 CO1436'
 CO1436'THE 1959 RECOVERY BY C.S.R. IS ADEQUATE.
 CO1436
 CO1436                          STATION RECOVERY (1970)
 CO1436
 CO1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1436'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 3 AND 4 WERE
 CO1436'RECOVERED AS DESCRIBED IN THE 1959 RECOVERY NOTE BY O. S. R.
 CO1436'REFERENCE MARK NO. 1 WAS FOUND LYING IN THE ROAD DITCH.  REFERENCE
 CO1436'MARK NO. 2 WAS SEARCHED FOR BUT NOT FOUND, AND HAS EVIDENTLY BEEN
 CO1436'DESTROYED BY EROSION OF THE DITCH BANK.
 CO1436'
 CO1436'THE DISTANCES TO REFERENCE MARKS 3 AND 4 CHECKED WITH THE 1959
 CO1436'DISTANCES.  THE DIRECTIONS WERE NOT TAKEN AT THIS TIME.
 CO1436'
 CO1436'THE 1959 RECOVERY NOTE ADEQUATELY DESCRIBES THE STATION.  A NEW TO
 CO1436'REACH FOLLOWS--
 CO1436'
 CO1436'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16, 25 AND
 CO1436'35 IN THE SOUTH EDGE OF CARTHAGE, GO WEST ON HIGHWAY 16 FOR 6.1 MILES
 CO1436'TO A CROSSROAD.  TURN LEFT AND GO SOUTHERLY ON STATE HIGHWAY 13
 CO1436'FOR 6.35 MILES TO A CROSSROAD IN GOOD HOPE.  TURN RIGHT AND GO
 CO1436'WEST ON A MACADAM ROAD FOR 1.9 MILES TO A CROSSROAD AT MR. BREWERS
 CO1436'HOUSE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 CO1436'FOR 0.2 MILE TO TOP OF A SLIGHT GRADE AND THE STATION ON THE LEFT.
 CO1436
 CO1436                          STATION RECOVERY (1988)
 CO1436
 CO1436'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1436'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK NO.3,
 CO1436'REFERENCE MARK NO.4 AND THE AZIMUTH MARK WERE ALL RECOVERED IN GOOD
 CO1436'CONDITION.  SOME CLEARING NEAR THE STATION IS REQUIRED TO SEE THE
 CO1436'AZIMUTH MARK.
 CO1436'THE STATION IS LOCATED 16.7 KM (10.40 MI) SW OF CARTHAGE, 7.25 KM
 CO1436'(4.50 MI) NW OF LENA, 3.22 KM (2.00 MI) W OF THE COMMUNITY OF
 CO1436'GOODHOPE, IN THE NE QUARTER OF SECTION 15, T9 N, R6 E.
 CO1436'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND 35 IN CARTHAGE
 CO1436'GO WEST ON STATE HIGHWAY 16 FOR 9.1 KM (5.65 MI) TO THE INTERSECTION
 CO1436'OF STATE HIGHWAY 25, TURN LEFT AND GO SOUTH ON HIGHWAY 25 FOR 4.7 KM
 CO1436'(2.90 MI) TO THE INTERSECTION OF STATE HIGHWAY 13, CONTINUE SOUTH ON
 CO1436'HIGHWAY 25 FOR 6.4 KM (4.00 MI) TO A CROSSROAD, TURN LEFT AND GO EAST
 CO1436'ON A BLACK TOP ROAD FOR 2.9 KM (1.80 MI) TO A SIDE ROAD LEFT, TURN
 CO1436'LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO THE STATION
 CO1436'ON THE LEFT, CONTINUE NORTH ON GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO THE
 CO1436'AZIMUTH MARK ON THE RIGHT, JUST BEFORE REACHING A HIGHPOWER LINE.
 CO1436'THE STATION MARK IS A STANDARD DISK, STAMPED---BREWER 1934---SET IN
 CO1436'TOP OF A ROUND CONCRETE POST, PROJECTING 0.25 M (0.8 FT).  IT IS 9.45
 CO1436'M (31.0 FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 8.53 M
 CO1436'(28.0 FT) NORTHWEST OF A 7 INCH OAK, 3.96 M (13.0 FT) SOUTHWEST OF A 4
 CO1436'FOOT BANK, 3.81 M (12.5 FT) EAST OF A 12 INCH PINE AND 0.61 M
 CO1436'(2.0 FT) NORTHWEST OF A METAL WITNESS POST.
 CO1436'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---BREWER NO 3
 CO1436'1934---SET IN TOP OF SQUARE CONCRETE POST, PROJECTING 0.15 M (0.5 FT).
 CO1436'IT IS 23.7 M (77.8 FT) SOUTH SOUTHEAST OF THE STATION, 16.46 M
 CO1436'(54.0 FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 10.97 M
 CO1436'(36.0 FT) SOUTHWEST OF THE EDGE OF A 5 FOOT CUT BANK, 8.99 M
 CO1436'(29.5 FT) SOUTHWEST OF A 12 INCH OAK, 3.81 M (12.5 FT) EAST OF AN 8
 CO1436'INCH OAK AND 0.30 M (1.0 FT) NORTH NORTHWEST OF A CARSONITE WITNESS
 CO1436'POST.
 CO1436'REFERENCE MARK NO.4 IS A STANDARD DISK, STAMPED---BREWER NO 4
 CO1436'1934---SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 CO1436'IT IS 23.32 M (76.5 FT) WEST NORTHWEST OF THE STATION, 16.15 M
 CO1436'(53.0 FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 10.36 M
 CO1436'(34.0 FT) SOUTHWEST OF A BANK, 13.71 M (45.0 FT) SOUTHEAST OF A 10
 CO1436'INCH OAK AND 0.30 M (1.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 CO1436'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---BREWER
 CO1436'AZI 1934---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.15 M
 CO1436'(0.5 FT).  IT IS ABOUT 0.32 KM (0.20 MI) NORTH NORTHWEST OF THE
 CO1436'STATION, 32.31 M (106.0 FT) SOUTHEAST OF THE SOUTHEAST ONE OF TWO
 CO1436'POWER POLES, 6.40 M (21.0 FT) NORTHEAST OF THE CENTER OF THE GRAVEL
 CO1436'ROAD AND 0.30 M (1.0 FT) SOUTHEAST OF A METAL WITNESS POST.
 CO1436
 CO1436                          STATION RECOVERY (1988)
 CO1436
 CO1436'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1436'7.73 KM (4.80 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1436'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1436'CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR ABOUT 100.0 M
 CO1436'(328.1 FT) TO A T-INTERSECTION, TURN RIGHT AND GO SOUTHWEST ON GRAVEL
 CO1436'ROAD FOR 1.05 KM (0.65 MI) TO THE MARK ON THE RIGHT, SET IN TOP OF A
 CO1436'ROUND CONCRETE POST, PROJECTING 0.25 M (0.8 FT), 9.45 M (31.0 FT)
 CO1436'SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 8.53 M (28.0 FT) NORTHWEST A 7
 CO1436'INCH OAK TREE, 3.96 M (13.0 FT) SOUTHWEST OF A 4 FOOT BANK, 3.81 M
 CO1436'(12.5 FT) EAST OF A 12 INCH PINE TREE AND 0.60 M (2.0 FT) NORTHWEST OF
 CO1436'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1519 ***********************************************************************
 CO1519  DESIGNATION -  BREWER AZ MK
 CO1519  PID         -  CO1519
 CO1519  STATE/COUNTY-  MS/LEAKE
 CO1519  USGS QUAD   -  OFAHOMA (1989)
 CO1519
 CO1519                         *CURRENT SURVEY CONTROL
 CO1519  ___________________________________________________________________
 CO1519* NAD 83(1986)-  32 37 58.     (N)    089 39 39.     (W)     SCALED    
 CO1519* NAVD 88     -       144.068  (meters)     472.66   (feet)  ADJUSTED  
 CO1519  ___________________________________________________________________
 CO1519  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1519  DYNAMIC HT  -         143.903 (meters)     472.12  (feet)  COMP
 CO1519  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CO1519
 CO1519  VERT ORDER  -  SECOND    CLASS II
 CO1519
 CO1519.The horizontal coordinates were scaled from a topographic map and have
 CO1519.an estimated accuracy of +/- 6 seconds.
 CO1519
 CO1519.The orthometric height was determined by differential leveling
 CO1519.and adjusted in June 1991.
 CO1519
 CO1519.The geoid height was determined by GEOID03.
 CO1519
 CO1519.The dynamic height is computed by dividing the NAVD 88
 CO1519.geopotential number by the normal gravity value computed on the
 CO1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1519.degrees latitude (g = 980.6199 gals.).
 CO1519
 CO1519.The modeled gravity was interpolated from observed gravity values.
 CO1519
 CO1519;                    North         East    Units  Estimated Accuracy
 CO1519;SPC MS E     -   347,620.      222,350.      MT  (+/- 180 meters Scaled)
 CO1519
 CO1519                          SUPERSEDED SURVEY CONTROL
 CO1519
 CO1519.No superseded survey control is available for this station.
 CO1519
 CO1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB503137(NAD 83)
 CO1519_MARKER: DR = REFERENCE MARK DISK
 CO1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1519_SP_SET: CONCRETE POST
 CO1519_STAMPING: BREWER AZI 1934
 CO1519_MARK LOGO: CGS   
 CO1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1519+STABILITY: SURFACE MOTION
 CO1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1519+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CO1519
 CO1519  HISTORY     - Date     Condition        Report By
 CO1519  HISTORY     - 1934     MONUMENTED       CGS
 CO1519  HISTORY     - 19880601 GOOD             MSHD
 CO1519
 CO1519                          STATION DESCRIPTION
 CO1519
 CO1519'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1519'7.73 KM (4.80 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1519'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1519'CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR ABOUT 100.0 M
 CO1519'(328.1 FT) TO A T-INTERSECTION, TURN RIGHT AND GO SOUTHWEST ON A
 CO1519'GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO A POWERLINE CROSSING AND THE MARK
 CO1519'ON THE LEFT, SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.15 M
 CO1519'(0.5 FT), 32.31 M (106.0 FT) SOUTHEAST OF THE SOUTHEAST ONE OF TWO
 CO1519'POWERLINE POLES, 6.40 M (21.0 FT) NORTHEAST OF THE CENTER OF GRAVEL
 CO1519'ROAD AND 0.30 M (1.0 FT) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1521 ***********************************************************************
 CO1521  DESIGNATION -  BREWER RM 3
 CO1521  PID         -  CO1521
 CO1521  STATE/COUNTY-  MS/LEAKE
 CO1521  USGS QUAD   -  OFAHOMA (1989)
 CO1521
 CO1521                         *CURRENT SURVEY CONTROL
 CO1521  ___________________________________________________________________
 CO1521* NAD 83(1986)-  32 37 48.     (N)    089 39 37.     (W)     SCALED    
 CO1521* NAVD 88     -       145.920  (meters)     478.74   (feet)  ADJUSTED  
 CO1521  ___________________________________________________________________
 CO1521  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1521  DYNAMIC HT  -         145.753 (meters)     478.19  (feet)  COMP
 CO1521  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CO1521
 CO1521  VERT ORDER  -  SECOND    CLASS II
 CO1521
 CO1521.The horizontal coordinates were scaled from a topographic map and have
 CO1521.an estimated accuracy of +/- 6 seconds.
 CO1521
 CO1521.The orthometric height was determined by differential leveling
 CO1521.and adjusted in June 1991.
 CO1521
 CO1521.The geoid height was determined by GEOID03.
 CO1521
 CO1521.The dynamic height is computed by dividing the NAVD 88
 CO1521.geopotential number by the normal gravity value computed on the
 CO1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1521.degrees latitude (g = 980.6199 gals.).
 CO1521
 CO1521.The modeled gravity was interpolated from observed gravity values.
 CO1521
 CO1521;                    North         East    Units  Estimated Accuracy
 CO1521;SPC MS E     -   347,310.      222,400.      MT  (+/- 180 meters Scaled)
 CO1521
 CO1521                          SUPERSEDED SURVEY CONTROL
 CO1521
 CO1521.No superseded survey control is available for this station.
 CO1521
 CO1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB504133(NAD 83)
 CO1521_MARKER: DR = REFERENCE MARK DISK
 CO1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1521_SP_SET: SQUARE CONCRETE MONUMENT
 CO1521_STAMPING: BREWER NO 3 1934
 CO1521_MARK LOGO: CGS   
 CO1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1521+STABILITY: SURFACE MOTION
 CO1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1521+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CO1521
 CO1521  HISTORY     - Date     Condition        Report By
 CO1521  HISTORY     - 1964     MONUMENTED       CGS
 CO1521  HISTORY     - 19880601 GOOD             MSHD
 CO1521
 CO1521                          STATION DESCRIPTION
 CO1521
 CO1521'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1521'7.73 KM (4.80 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1521'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1521'CROSSROAD. TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR ABOUT 100.0 M
 CO1521'(328.1 FT) TO A T-INTERSECTION, TURN RIGHT AND GO SOUTHWEST ON GRAVEL
 CO1521'ROAD FOR 1.05 KM (0.65 MI) TO THE MARK ON THE RIGHT, SET IN TOP OF
 CO1521'SQUARE CONCRETE POST, PROJECTING 0.13 M (0.4 FT), 23.7 M (77.8 FT)
 CO1521'SOUTH SOUTHEAST OF STATION BREWER 1934, 16.46 M (54.0 FT) SOUTHWEST OF
 CO1521'THE CENTER OF GRAVEL ROAD, 10.97 M (36.0 FT) SOUTHWEST OF THE EDGE OF
 CO1521'5 FOOT CUT BANK, 8.99 M (29.5 FT) SOUTHWEST OF A 12 INCH OAK TREE,
 CO1521'3.81 M (12.5 FT) EAST OF AN 8 INCH OAK TREE AND 0.30 M (1.0 FT) NORTH
 CO1521'NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1520 ***********************************************************************
 CO1520  DESIGNATION -  BREWER RM 4
 CO1520  PID         -  CO1520
 CO1520  STATE/COUNTY-  MS/LEAKE
 CO1520  USGS QUAD   -  OFAHOMA (1989)
 CO1520
 CO1520                         *CURRENT SURVEY CONTROL
 CO1520  ___________________________________________________________________
 CO1520* NAD 83(1986)-  32 37 49.     (N)    089 39 38.     (W)     SCALED    
 CO1520* NAVD 88     -       145.354  (meters)     476.88   (feet)  ADJUSTED  
 CO1520  ___________________________________________________________________
 CO1520  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1520  DYNAMIC HT  -         145.187 (meters)     476.33  (feet)  COMP
 CO1520  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CO1520
 CO1520  VERT ORDER  -  SECOND    CLASS II
 CO1520
 CO1520.The horizontal coordinates were scaled from a topographic map and have
 CO1520.an estimated accuracy of +/- 6 seconds.
 CO1520
 CO1520.The orthometric height was determined by differential leveling
 CO1520.and adjusted in June 1991.
 CO1520
 CO1520.The geoid height was determined by GEOID03.
 CO1520
 CO1520.The dynamic height is computed by dividing the NAVD 88
 CO1520.geopotential number by the normal gravity value computed on the
 CO1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1520.degrees latitude (g = 980.6199 gals.).
 CO1520
 CO1520.The modeled gravity was interpolated from observed gravity values.
 CO1520
 CO1520;                    North         East    Units  Estimated Accuracy
 CO1520;SPC MS E     -   347,340.      222,380.      MT  (+/- 180 meters Scaled)
 CO1520
 CO1520                          SUPERSEDED SURVEY CONTROL
 CO1520
 CO1520.No superseded survey control is available for this station.
 CO1520
 CO1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB503134(NAD 83)
 CO1520_MARKER: DR = REFERENCE MARK DISK
 CO1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1520_SP_SET: SQUARE CONCRETE MONUMENT
 CO1520_STAMPING: BREWER NO 4 1934
 CO1520_MARK LOGO: CGS   
 CO1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1520+STABILITY: SURFACE MOTION
 CO1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1520+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 CO1520
 CO1520  HISTORY     - Date     Condition        Report By
 CO1520  HISTORY     - 1964     MONUMENTED       CGS
 CO1520  HISTORY     - 19880601 GOOD             MSHD
 CO1520
 CO1520                          STATION DESCRIPTION
 CO1520
 CO1520'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1520'7.73 KM (4.80 MI) SOUTH ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 CO1520'STATE HIGHWAY 16 ABOUT 8.86 KM (5.50 MI) WEST OF CARTHAGE TO A
 CO1520'CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR ABOUT 100.0 M
 CO1520'(328.1 FT) TO A T-INTERSECTION, TURN RIGHT AND GO SOUTHWEST ON GRAVEL
 CO1520'ROAD FOR 1.05 KM (0.65 MI) TO THE MARK ON THE RIGHT, SET IN TOP OF A
 CO1520'SQUARE CONCRETE POST, FLUSH WITH THE GROUND, 23.32 M (76.5 FT) WEST
 CO1520'NORTHWEST OF STATION BREWER 1934, 16.15 M (53.0 FT) SOUTHWEST OF THE
 CO1520'CENTER OF GRAVEL ROAD, 10.36 M (34.0 FT) SOUTHWEST OF A BANK, 13.70 M
 CO1520'(44.9 FT) SOUTHEAST OF A 10 INCH OAK TREE AND 0.30 M (1.0 FT)
 CO1520'NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1598 ***********************************************************************
 EG1598  DESIGNATION -  BRIAR RM A 1970
 EG1598  PID         -  EG1598
 EG1598  STATE/COUNTY-  MS/UNION
 EG1598  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG1598
 EG1598                         *CURRENT SURVEY CONTROL
 EG1598  ___________________________________________________________________
 EG1598* NAD 83(1993)-  34 28 42.37912(N)    088 53 31.94571(W)     ADJUSTED  
 EG1598* NAVD 88     -       195.7    (meters)     642.     (feet)  VERTCON   
 EG1598  ___________________________________________________________________
 EG1598  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 EG1598  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1598  HORZ ORDER  -  FIRST
 EG1598
 EG1598.The horizontal coordinates were established by classical geodetic methods
 EG1598.and adjusted by the National Geodetic Survey in May 1994.
 EG1598
 EG1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1598
 EG1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1598
 EG1598.The geoid height was determined by GEOID03.
 EG1598
 EG1598;                    North         East     Units Scale Factor Converg.
 EG1598;SPC MS E     -   552,017.765   294,591.909   MT  0.99995036   -0 01 60.0
 EG1598;SPC MS E     - 1,811,078.28    966,506.95   sFT  0.99995036   -0 01 60.0
 EG1598;UTM  16      - 3,816,831.055   326,233.096   MT  0.99997219   -1 04 17.2
 EG1598
 EG1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1598!SPC MS E     -   0.99997355  x   0.99995036  =   0.99992391
 EG1598!UTM  16      -   0.99997355  x   0.99997219  =   0.99994574
 EG1598
 EG1598|---------------------------------------------------------------------|
 EG1598| PID    Reference Object                     Distance      Geod. Az  |
 EG1598|                                                           dddmmss.s |
 EG1598| EG1594 BRIAR                                27.880 METERS 11359     |
 EG1598| EG1585 PONTOTOC CABLE TV CO MAST           APPROX.29.4 KM 1974144.5 |
 EG1598| EG1589 ECRU MICROWAVE MAST                 APPROX.14.4 KM 2064042.3 |
 EG1598| EG1597 UNION FIRE TOWER                    APPROX. 1.8 KM 3541923.4 |
 EG1598|---------------------------------------------------------------------|
 EG1598
 EG1598                          SUPERSEDED SURVEY CONTROL
 EG1598
 EG1598  NAD 83(1993)-  34 28 42.39017(N)    088 53 31.94523(W) AD(       ) 1
 EG1598  NAD 83(1986)-  34 28 42.39057(N)    088 53 31.94419(W) AD(       ) 1
 EG1598  NAD 27      -  34 28 42.02389(N)    088 53 31.72822(W) AD(       ) 1
 EG1598  NGVD 29 (07/19/86)  195.7    (m)          642.     (f) VERT ANG    3  
 EG1598
 EG1598.Superseded values are not recommended for survey control.
 EG1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1598.See file dsdata.txt to determine how the superseded data were derived.
 EG1598
 EG1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2623316831(NAD 83)
 EG1598_MARKER: DS = TRIANGULATION STATION DISK
 EG1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1598+STABILITY: SURFACE MOTION
 EG1598
 EG1598  HISTORY     - Date     Condition        Report By
 EG1598  HISTORY     - 1970     MONUMENTED       NGS
 EG1598
 EG1598                          STATION DESCRIPTION
 EG1598
 EG1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1598'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF TUPELO, 7
 EG1598'MILES EAST OF NEW ALBANY, 6 MILES NORTH OF BLUE SPRINGS, 5
 EG1598'MILES WEST OF THE LEE-UNION COUNTY LINE, ON THE HIGHEST POINT
 EG1598'OF A HILL LOCALLY KNOWN AS BRIAR MOUNTAIN AND ON PROPERTY OWNED
 EG1598'BY MR. FRANK HAYNES OF NEW ALBANY.
 EG1598'
 EG1598'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 EG1598'STAMPED BRIAR RMA 1970, SET IN THE TOP OF A ROUND CONCRETE
 EG1598'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES
 EG1598'ABOVE THE GROUND SURFACE.  IT IS 36 FEET NORTH OF THE CENTER OF
 EG1598'THE WOODS ROAD AND 19 FEET WEST-NORTHWEST OF A NOTCHED 14 INCH
 EG1598'DECIDUOUS TREE.
 EG1598'
 EG1598'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRIAR
 EG1598'1967 AND THE DIRECTION AND THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1597 ***********************************************************************
 BV1597  DESIGNATION -  BRIDE
 BV1597  PID         -  BV1597
 BV1597  STATE/COUNTY-  MS/JONES
 BV1597  USGS QUAD   -  LAUREL WEST (1982)
 BV1597
 BV1597                         *CURRENT SURVEY CONTROL
 BV1597  ___________________________________________________________________
 BV1597* NAD 83(1993)-  31 38 04.70019(N)    089 13 11.09917(W)     ADJUSTED  
 BV1597* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BV1597  ___________________________________________________________________
 BV1597  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BV1597  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BV1597  HORZ ORDER  -  THIRD
 BV1597
 BV1597.The horizontal coordinates were established by classical geodetic methods
 BV1597.and adjusted by the National Geodetic Survey in May 1994.
 BV1597
 BV1597.The orthometric height was scaled from a topographic map.
 BV1597
 BV1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1597
 BV1597.The geoid height was determined by GEOID03.
 BV1597
 BV1597;                    North         East     Units Scale Factor Converg.
 BV1597;SPC MS E     -   236,703.602   263,343.956   MT  0.99996657   -0 12 09.6
 BV1597;SPC MS E     -   776,585.07    863,987.63   sFT  0.99996657   -0 12 09.6
 BV1597;UTM  16      - 3,502,078.888   289,481.757   MT  1.00014663   -1 09 52.9
 BV1597
 BV1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1597!SPC MS E     -   0.99998481  x   0.99996657  =   0.99995138
 BV1597!UTM  16      -   0.99998481  x   1.00014663  =   1.00013143
 BV1597
 BV1597:                Primary Azimuth Mark                     Grid Az
 BV1597:SPC MS E     -  LAUREL PINEHURST HOTEL TANK              052 10 34.2
 BV1597:UTM  16      -  LAUREL PINEHURST HOTEL TANK              053 08 17.5
 BV1597
 BV1597|---------------------------------------------------------------------|
 BV1597| PID    Reference Object                     Distance      Geod. Az  |
 BV1597|                                                           dddmmss.s |
 BV1597| BV1607 LAUREL PINEHURST HOTEL TANK         APPROX.10.6 KM 0515824.6 |
 BV1597| BV1603 LAUREL RADIO STATION WAML MAST      APPROX. 7.6 KM 0612304.1 |
 BV1597| CF9961 BRIDE RM 1                           16.252 METERS 07939     |
 BV1597| BV1596 ELLISVILLE MUNICIPAL TANK           APPROX. 4.3 KM 1525521.3 |
 BV1597| CF9960 BRIDE AZ MK                                        1561519.0 |
 BV1597| CF9962 BRIDE RM 2                           21.659 METERS 17322     |
 BV1597| BV1595 ELLISVILLE MISS ST SCH TANK         APPROX. 5.6 KM 1771259.8 |
 BV1597|---------------------------------------------------------------------|
 BV1597
 BV1597                          SUPERSEDED SURVEY CONTROL
 BV1597
 BV1597  NAD 83(1986)-  31 38 04.71430(N)    089 13 11.09894(W) AD(       ) 3
 BV1597  NAD 27      -  31 38 04.12600(N)    089 13 10.88500(W) AD(       ) 3
 BV1597
 BV1597.Superseded values are not recommended for survey control.
 BV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1597.See file dsdata.txt to determine how the superseded data were derived.
 BV1597
 BV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA8948202079(NAD 83)
 BV1597_MARKER: DS = TRIANGULATION STATION DISK
 BV1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1597+STABILITY: SURFACE MOTION
 BV1597
 BV1597  HISTORY     - Date     Condition        Report By
 BV1597  HISTORY     - 1956     MONUMENTED       CGS
 BV1597  HISTORY     - 1964     GOOD             MSHD
 BV1597
 BV1597                          STATION DESCRIPTION
 BV1597
 BV1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1597'THE STATION IS ABOUT 7 MILES SOUTHWEST OF LAUREL AND ABOUT 3 MILES
 BV1597'NORTHWEST OF ELLISVILLE. IT IS IN THE SOUTHEAST ANGLE OF THE
 BV1597'INTERSECTION OF STATE HIGHWAY 29 AND A GRAVEL CROSSROAD ON PROPERTY
 BV1597'OWNED BY HERBERT MCBRIDE. IT IS 66 FEET SOUTHEAST OF THE CENTER OF
 BV1597'THE INTERSECTION, 52 FEET EAST OF THE CENTER OF HIGHWAY 29, 36
 BV1597'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET SOUTHWEST
 BV1597'OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 BV1597'STAMPED BRIDE 1956.
 BV1597'
 BV1597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 BV1597'HIGHWAY NOS. 29 AND 588 IN ELLISVILLE, GO WEST ON HIGHWAY NOS. 588
 BV1597'AND 29 FOR 0.85 MILES TO WHERE HIGHWAY 29 TURNS NORTH. TURN RIGHT
 BV1597'AND GO NORTH AND NORTHWEST ON HIGHWAY 29 FOR 1.5 MILES TO THE
 BV1597'AZIMUTH MARK ON THE LEFT. CONTINUE NORTHWEST ON THE HIGHWAY FOR
 BV1597'0.25 MILE TO A GRAVEL CROSSROAD AND THE STATION ON THE RIGHT AS
 BV1597'DESCRIBED.
 BV1597'
 BV1597'REFERENCE MARK 1 IS 50 FEET EAST OF THE WHITE WITNESS POST AND 36
 BV1597'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD. THE MARK IS FLUSH AND
 BV1597'THE DISK IS STAMPED BRIDE NO 1 1956.
 BV1597'
 BV1597'REFERENCE MARK 2 IS 38 FEET EAST OF THE CENTER OF THE HIGHWAY AND 8
 BV1597'FEET EAST OF A 12 INCH PECAN TREE. THE MARK PROJECTS ABOUT 2 INCHES
 BV1597'AND THE DISK IS STAMPED BRIDE NO 2 1956.
 BV1597'
 BV1597'THE AZIMUTH MARK IS ON THE EDGE OF THE HIGHWAY RIGHT-OF-WAY, 30 FEET
 BV1597'NORTHWEST OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTHEAST OF A WHITE
 BV1597'WITNESS POST AND 1 FOOT NORTH OF A FENCE CORNER. THE MARK PROJECTS
 BV1597'ABOUT 2 INCHES AND THE DISK IS STAMPED BRIDE 1956.
 BV1597
 BV1597                          STATION RECOVERY (1964)
 BV1597
 BV1597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1597'THE STATION WAS VISITED 8-4-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1597'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0584 ***********************************************************************
 BV0584  DESIGNATION -  BRIDGE
 BV0584  PID         -  BV0584
 BV0584  STATE/COUNTY-  MS/PERRY
 BV0584  USGS QUAD   -  OVETT SE (1985)
 BV0584
 BV0584                         *CURRENT SURVEY CONTROL
 BV0584  ___________________________________________________________________
 BV0584* NAD 83(1986)-  31 21 28.     (N)    089 01 29.     (W)     SCALED    
 BV0584* NAVD 88     -        43.51   (+/-2cm)     142.7    (feet)  VERTCON   
 BV0584  ___________________________________________________________________
 BV0584  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BV0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0584
 BV0584.The horizontal coordinates were scaled from a topographic map and have
 BV0584.an estimated accuracy of +/- 6 seconds.
 BV0584
 BV0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0584.The vertical order pertains to the NGVD 29 superseded value.
 BV0584
 BV0584.The geoid height was determined by GEOID03.
 BV0584
 BV0584;                    North         East    Units  Estimated Accuracy
 BV0584;SPC MS E     -   205,960.      281,790.      MT  (+/- 180 meters Scaled)
 BV0584
 BV0584                          SUPERSEDED SURVEY CONTROL
 BV0584
 BV0584  NGVD 29 (??/??/92)   43.516  (m)          142.77   (f) ADJ UNCH    2 0
 BV0584
 BV0584.Superseded values are not recommended for survey control.
 BV0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0584.See file dsdata.txt to determine how the superseded data were derived.
 BV0584
 BV0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV074710(NAD 83)
 BV0584_MARKER: DB = BENCH MARK DISK
 BV0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0584_SP_SET: BRIDGE APPROACH
 BV0584_STAMPING: BRIDGE 1943
 BV0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0584
 BV0584  HISTORY     - Date     Condition        Report By
 BV0584  HISTORY     - 1943     MONUMENTED       CGS
 BV0584  HISTORY     - 1957     GOOD             NGS
 BV0584  HISTORY     - 1964     GOOD             NGS
 BV0584
 BV0584                          STATION DESCRIPTION
 BV0584
 BV0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0584'5.3 MI W FROM RICHTON.
 BV0584'LOCATED 5.3 MILES WEST ALONG STATE HIGHWAY 42 FROM THE GULF, MOBILE
 BV0584'AND OHIO RAILROAD STATION IN RICHTON.  IT IS A STANDARD DISK SET IN
 BV0584'THE TOP OF THE EAST CONCRETE APPROCH OF THE STEEL BRIDGE OVER THE
 BV0584'BOGUE HOMO RIVER.  IT IS 15 FEET NORTH OF THE CENTER OF THE HIGHWAY
 BV0584'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BV0584
 BV0584                          STATION RECOVERY (1964)
 BV0584
 BV0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2747 ***********************************************************************
 EH2747  DESIGNATION -  BRIDGE
 EH2747  PID         -  EH2747
 EH2747  STATE/COUNTY-  MS/QUITMAN
 EH2747  USGS QUAD   -  SABINO (1967)
 EH2747
 EH2747                         *CURRENT SURVEY CONTROL
 EH2747  ___________________________________________________________________
 EH2747* NAD 83(1993)-  34 09 09.88140(N)    090 26 27.35393(W)     ADJUSTED  
 EH2747* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 EH2747  ___________________________________________________________________
 EH2747  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EH2747  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EH2747  HORZ ORDER  -  SECOND
 EH2747
 EH2747.The horizontal coordinates were established by classical geodetic methods
 EH2747.and adjusted by the National Geodetic Survey in May 1994.
 EH2747
 EH2747.The orthometric height was scaled from a topographic map.
 EH2747
 EH2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2747
 EH2747.The geoid height was determined by GEOID03.
 EH2747
 EH2747;                    North         East     Units Scale Factor Converg.
 EH2747;SPC MS W     -   515,894.633   690,077.874   MT  0.99995121   -0 03 37.5
 EH2747;SPC MS W     - 1,692,564.31  2,264,030.49   sFT  0.99995121   -0 03 37.5
 EH2747;UTM  15      - 3,782,051.322   735,929.811   MT  1.00028620   +1 26 14.4
 EH2747
 EH2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2747!SPC MS W     -   0.99999646  x   0.99995121  =   0.99994767
 EH2747!UTM  15      -   0.99999646  x   1.00028620  =   1.00028266
 EH2747
 EH2747|---------------------------------------------------------------------|
 EH2747| PID    Reference Object                     Distance      Geod. Az  |
 EH2747|                                                           dddmmss.s |
 EH2747| AI2737 BRIDGE RM 1                          33.629 METERS 05805     |
 EH2747| EH2746 PTS 7 A                               6.795 METERS 05905     |
 EH2747| AI2738 BRIDGE RM 2                          37.027 METERS 17453     |
 EH2747| AI2736 BRIDGE AZ MK                                       2115154.1 |
 EH2747|---------------------------------------------------------------------|
 EH2747
 EH2747                          SUPERSEDED SURVEY CONTROL
 EH2747
 EH2747  NAD 83(1986)-  34 09 09.89176(N)    090 26 27.35293(W) AD(       ) 2
 EH2747  NAD 27      -  34 09 09.49180(N)    090 26 27.01200(W) AD(       ) 2
 EH2747
 EH2747.Superseded values are not recommended for survey control.
 EH2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2747.See file dsdata.txt to determine how the superseded data were derived.
 EH2747
 EH2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3593082051(NAD 83)
 EH2747_MARKER: DS = TRIANGULATION STATION DISK
 EH2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2747_STAMPING: BRIDGE 1957
 EH2747_MARK LOGO: CGS   
 EH2747_PROJECTION: FLUSH
 EH2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2747+STABILITY: SURFACE MOTION
 EH2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2747+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 EH2747
 EH2747  HISTORY     - Date     Condition        Report By
 EH2747  HISTORY     - 1957     MONUMENTED       CGS
 EH2747  HISTORY     - 19811001 GOOD             MSSU
 EH2747  HISTORY     - 19841001 GOOD             NGS
 EH2747  HISTORY     - 20081118 GOOD             MSDOT
 EH2747
 EH2747                          STATION DESCRIPTION
 EH2747
 EH2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2747'STATION IS APPROXIMATELY 8 MILES SOUTHEAST OF CLARKSDALE,
 EH2747'6 MILES NORTHEAST OF DUBLIN, 0.05 MILE SOUTH OF THE STATE
 EH2747'HIGHWAY 322 BRIDGE ACROSS CASSIDY BAYOU, ON A NARROW STRIP
 EH2747'OF PASTURE LAND ALONG THE EAST BANK OF THE BAYOU, ON THE
 EH2747'WEST SIDE OF A FARM ROAD LEADING SOUTH FROM THE HIGHWAY,
 EH2747'IN SECTION 6, T. 26 N., R. 2 W. AND ON LAND OWNED BY MR. C.G.
 EH2747'BOBO OF CLARKSDALE.
 EH2747'
 EH2747'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 49 AT
 EH2747'CLARKSDALE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.7 MILES
 EH2747'TO THE JUNCTION OF STATE HIGHWAY 322 AT HOPSON, TURN LEFT
 EH2747'AND GO EASTERLY ON STATE HIGHWAY 322 FOR 6.1 MILE TO A SIDE
 EH2747'ROAD ON THE RIGHT, AT THE EAST END OF THE BRIDGE OVER THE
 EH2747'BAYOU, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR APPROXIMATELY
 EH2747'0.05 MILE TO THE STATION ON THE RIGHT.  (CONTINUE SOUTH ON
 EH2747'GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 EH2747'
 EH2747'STATION MARKS ARE STANDARD DISKS STAMPED BRIDGE 1957.  THE
 EH2747'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 EH2747'WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH-SOUTHWEST
 EH2747'OF THE CENTER OF A WIRE GATE, 45 FEET EAST-SOUTHEAST OF THE
 EH2747'EAST BANK OF THE BAYOU, 39 FEET WEST-NORTHWEST OF THE CENTER
 EH2747'OF THE GRAVEL ROAD AND 35 FEET NORTHWEST OF REA POWER LINE POLE
 EH2747'NO. 4.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2747'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2747'
 EH2747'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRIDGE NO 1 1957,
 EH2747'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 EH2747'IT IS 23 FEET NORTH-NORTHEAST OF THE CENTER OF A WOODEN GATE,
 EH2747'20 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 EH2747'WEST-NORTHWEST OF A FENCE CORNER.
 EH2747'
 EH2747'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRIDGE NO 2
 EH2747'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 EH2747'IT IS 20 FEET EAST-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD
 EH2747'AND 2.5 FEET NORTH OF A FENCE CORNER.
 EH2747'
 EH2747'7 A, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED PRIM.
 EH2747'MISS. TRAV. STA. NO 7 A 1908, IS A CAP BOLTED TO A 3-1/2 INCH
 EH2747'PIPE WHICH PROJECTS 18 INCHES.  IT IS 43 FEET NORTH OF REA
 EH2747'POWER LINE POLE NO. 4 AND 26.5 FEET WEST-NORTHWEST OF THE
 EH2747'CENTER OF THE GRAVEL ROAD.
 EH2747'
 EH2747'AZIMUTH MARK, A STANDARD DISK STAMPED BRIDGE 1957, IS SET IN
 EH2747'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 102
 EH2747'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 13 FEET
 EH2747'WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 EH2747'NORTH-NORTHEAST OF REA POWER LINE POLE NO. 2.  A STANDARD
 EH2747'WITNESS POST WAS SET 1.5 FEET SOUTH-SOUTHEAST OF THE MARK.
 EH2747'
 EH2747'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 EH2747
 EH2747                          STATION RECOVERY (1981)
 EH2747
 EH2747'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH2747'RECOVERED IN GOOD CONDITION.
 EH2747
 EH2747                          STATION RECOVERY (1984)
 EH2747
 EH2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EH2747'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK NO1
 EH2747'WAS RECOVERED IN APPARENTLY GOOD CONDITION.  THE ARROW ON DISK POINTS
 EH2747'ABOUT 10 DEGREES FROM THE STATION.  PRIM TRAV STA 7A WAS FOUND LEANING
 EH2747'VERY SLIGHTLY TO THE SOUTHWEST.  REFERENCE MARK NO2 AND THE AZIMUTH
 EH2747'MARK WERE FOUND DESTROYED.  A NEW REFERENCE MARK NO3 AND A NEW AZIMUTH
 EH2747'MARK WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 EH2747'STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF CLARKS DALE, 6 MI
 EH2747'(9.7 KM) NORTHWEST OF DUBLIN, ALONG EAST SIDE OF CASSIDY BAYOU, IN
 EH2747'SECTION 6, T.26 N., R.  2W.  AND ON LAND OWNED BY MR C G STATE HIGHWAY
 EH2747'322 ABOUT 2.7 MI (4.3 KM) SOUTHEAST OF CLARKSDALE, GO EASTERLY ON
 EH2747'STATE HIGHWAY 322 FOR 6.0 MI (9.7 KM) TO A GRAVEL FIELD ROAD ON RIGHT,
 EH2747'JUST AFTER CROSSING BAYOU, TURN RIGHT ON FIELD ROAD FOR 0.05 MI (0.08
 EH2747'KM) TO STATION ON THE RIGHT.
 EH2747'STATION IS A STANDARD CGS DISK STAMPED--BRIDGE 1957--, SET IN TOP OF A
 EH2747'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 13.71 M (44.98 FT)
 EH2747'EAST SOUTHEAST OF EAST BANK OF BAYOU, 11.28 M (37.01 FT) WEST OF THE
 EH2747'CENTER OF GRAVEL ROAD, 7.92 M (25.98 FT) NORTH OF A 10 INCH OAK TREE
 EH2747'AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN.  REFERENCE
 EH2747'MARK NO1 IS 42.67 M (139.99 FT) SOUTH OF THE CENTER OF HIGHWAY 322,
 EH2747'3.66 M (12.01 FT) EAST OF THE CENTER OF GRAVEL ROAD AND 0.30 M (0.98
 EH2747'FT) WEST OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO3 IS A
 EH2747'STANDARD NGS DISK, STAMPED BRIDGE 1957 NO 3 1984, SET IN TOP OF A
 EH2747'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 7.32 M (24.02 FT)
 EH2747'WEST NORTHWEST OF THE CENTER OF GRAVEL ROAD, 1.52 M (4.99 FT) EAST
 EH2747'SOUTHEAST OF A LONE 10 INCH OAK TREE AND 0.46 M (1.51 FT) NORTHEAST OF
 EH2747'A FIBERGLASS WITNESS POST.  7A 1908 (USGS) IS A CAP BOLTED TO TOP OF A
 EH2747'3.5 INCH IRON PIPE WHICH PROJECTS 18 INCHES.  IT IS 13.25 M (43.47 FT)
 EH2747'NORTH NORTHEAST OF A LONE 10 INCH OAK TREE, 7.16 M (23.49 FT) WEST OF
 EH2747'THE CENTER OF GRAVEL ROAD.  AZIMUTH MARK IS A STANDARD NGS DISK,
 EH2747'STAMPED BRIDGE 1957 1984, SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 EH2747'WITH THE GROUND.  IT IS 7.92 M (25.98 FT) EAST OF THE CENTER OF PAVED
 EH2747'ROAD, 4.11 M (13.48 FT) NORTH OF THE BASE OF A GUY WIRE, 0.91 M (2.99
 EH2747'FT) SOUTH OF POWER POLE WITH GUY WIRE AND 0.46 M (1.51 FT) NORTH OF A
 EH2747'FIBERGLASS WITNESS POST.  TO REACH AZIMUTH MARK FROM THE STATION, GO
 EH2747'EASTERLY ON STATE HIGHWAY 322 FOR 0.3 MI (0.5 KM) TO A PAVED
 EH2747'CROSSROAD, TURN RIGHT AND GO SOUTHERLY ON PAVED ROAD FOR 0.35 MI (0.56
 EH2747'KM) TO MARK ON THE LEFT.
 EH2747
 EH2747                          STATION RECOVERY (2008)
 EH2747
 EH2747'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2747'THE STATION, RM 3, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 EH2747'THE 1984 DESCRIPTION. THE LONE 10 INCH OAK NAMED IN THIS DESCRIPTION
 EH2747'IS NOW 24 INCHES AND SITUATED IN A TREE AND BRUSH LINE. THE USGS
 EH2747'BENCHMARK PTS 7 A WAS FOUND DESTROYED AND THE CAP RECLAIMED. THE
 EH2747'AZIMUTH MARK IS LOCATED AS DESCRIBED 3 FEET SOUTH OF A POWER POLE BUT
 EH2747'NO GUY WIRE IS NOW PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2213 ***********************************************************************
 BH2213  DESIGNATION -  BRIDGE
 BH2213  PID         -  BH2213
 BH2213  STATE/COUNTY-  MS/JACKSON
 BH2213  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2213
 BH2213                         *CURRENT SURVEY CONTROL
 BH2213  ___________________________________________________________________
 BH2213* NAD 83(1993)-  30 25 12.43488(N)    088 31 00.24309(W)     ADJUSTED  
 BH2213* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2213  ___________________________________________________________________
 BH2213  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BH2213  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH2213  HORZ ORDER  -  SECOND
 BH2213
 BH2213.The horizontal coordinates were established by classical geodetic methods
 BH2213.and adjusted by the National Geodetic Survey in May 1994.
 BH2213
 BH2213.The orthometric height was scaled from a topographic map.
 BH2213
 BH2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2213
 BH2213.The geoid height was determined by GEOID03.
 BH2213
 BH2213;                    North         East     Units Scale Factor Converg.
 BH2213;SPC MS E     -   102,034.481   330,416.539   MT  0.99996141   +0 09 37.1
 BH2213;SPC MS E     -   334,758.13  1,084,041.60   sFT  0.99996141   +0 09 37.1
 BH2213;SPC AL W     -    47,008.671   502,318.942   MT  1.00005100   -0 30 53.5
 BH2213;UTM  16      - 3,366,316.062   354,326.245   MT  0.99986180   -0 46 05.2
 BH2213
 BH2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2213!SPC MS E     -   1.00000429  x   0.99996141  =   0.99996570
 BH2213!SPC AL W     -   1.00000429  x   1.00005100  =   1.00005529
 BH2213!UTM  16      -   1.00000429  x   0.99986180  =   0.99986609
 BH2213
 BH2213|---------------------------------------------------------------------|
 BH2213| PID    Reference Object                     Distance      Geod. Az  |
 BH2213|                                                           dddmmss.s |
 BH2213| AI2739 BRIDGE RM                                          16515     |
 BH2213| BH2232 JONES                               APPROX. 0.6 KM 1762929.6 |
 BH2213| BH2231 FORD                                465.663 METERS 3343517.7 |
 BH2213|---------------------------------------------------------------------|
 BH2213
 BH2213                          SUPERSEDED SURVEY CONTROL
 BH2213
 BH2213  NAD 83(1993)-  30 25 12.44334(N)    088 31 00.23841(W) AD(       ) 2
 BH2213  NAD 83(1986)-  30 25 12.45940(N)    088 31 00.23581(W) AD(       ) 2
 BH2213  NAD 27      -  30 25 11.73900(N)    088 31 00.17700(W) AD(       ) 2
 BH2213
 BH2213.Superseded values are not recommended for survey control.
 BH2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2213.See file dsdata.txt to determine how the superseded data were derived.
 BH2213
 BH2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5432666316(NAD 83)
 BH2213_MARKER: DS = TRIANGULATION STATION DISK
 BH2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2213
 BH2213  HISTORY     - Date     Condition        Report By
 BH2213  HISTORY     - 1921     MONUMENTED       CGS
 BH2213  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2213  HISTORY     - 1969     GOOD             CGS
 BH2213
 BH2213                          STATION DESCRIPTION
 BH2213
 BH2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2213'STATION IS 2-1/2 MILES N OF MOSS POINT ON THE E (RIGHT) SIDE OF
 BH2213'TRACK, ON E BANK OF FILL, 50 METERS S OF S EDGE OF BRIDGE
 BH2213'ACROSS DOG RIVER, 1.29 METERS OR 4.23 FEET E OF E AND NEAREST RAIL.
 BH2213'
 BH2213'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2213'SET IN CONCRETE.
 BH2213'
 BH2213'REFERENCE MARK ON OPPOSITE SIDE OF TRACK.
 BH2213
 BH2213                          STATION RECOVERY (1959)
 BH2213
 BH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WMR)
 BH2213'STATION AND REFERENCE MARK HAVE BEEN LOST.
 BH2213
 BH2213                          STATION RECOVERY (1969)
 BH2213
 BH2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2213'RECOVERED.  STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2213'CONDITION.  THE STATION IS LOCATED ON THE MOST
 BH2213'NORTHWESTERLY OF TWO HIGHWAY BRIDGES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3293 ***********************************************************************
 BH3293  CBN         -  This is a Cooperative Base Network Control Station.
 BH3293  DESIGNATION -  BRIDGE RESET
 BH3293  PID         -  BH3293
 BH3293  STATE/COUNTY-  MS/JACKSON
 BH3293  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH3293
 BH3293                         *CURRENT SURVEY CONTROL
 BH3293  ___________________________________________________________________
 BH3293* NAD 83(2007)-  30 24 38.14120(N)    088 50 29.88743(W)     ADJUSTED  
 BH3293* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 BH3293  ___________________________________________________________________
 BH3293  EPOCH DATE  -        2002.00
 BH3293  X           -     111,295.315 (meters)                     COMP
 BH3293  Y           -  -5,504,210.837 (meters)                     COMP
 BH3293  Z           -   3,209,698.139 (meters)                     COMP
 BH3293  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BH3293  ELLIP HEIGHT-         -24.631 (meters)          (02/10/07) ADJUSTED
 BH3293  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BH3293
 BH3293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH3293  Type    PID    Designation                      North   East  Ellip
 BH3293  -------------------------------------------------------------------
 BH3293  NETWORK BH3293 BRIDGE RESET                      0.45   0.78   1.92
 BH3293  -------------------------------------------------------------------
 BH3293
 BH3293.The horizontal coordinates were established by GPS observations
 BH3293.and adjusted by the National Geodetic Survey in February 2007.
 BH3293
 BH3293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH3293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH3293.The horizontal coordinates are valid at the epoch date displayed above.
 BH3293.The epoch date for horizontal control is a decimal equivalence
 BH3293.of Year/Month/Day.
 BH3293
 BH3293.The orthometric height was determined by GPS observations and a
 BH3293.high-resolution geoid model.
 BH3293
 BH3293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3293
 BH3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3293
 BH3293.The ellipsoidal height was determined by GPS observations
 BH3293.and is referenced to NAD 83.
 BH3293
 BH3293.The geoid height was determined by GEOID03.
 BH3293
 BH3293;                    North         East     Units Scale Factor Converg.
 BH3293;SPC MS E     -   100,935.963   299,202.323   MT  0.99995001   -0 00 15.1
 BH3293;SPC MS E     -   331,154.07    981,632.95   sFT  0.99995001   -0 00 15.1
 BH3293;UTM  16      - 3,365,723.435   323,099.320   MT  0.99998607   -0 55 56.9
 BH3293
 BH3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3293!SPC MS E     -   1.00000387  x   0.99995001  =   0.99995388
 BH3293!UTM  16      -   1.00000387  x   0.99998607  =   0.99998994
 BH3293
 BH3293|---------------------------------------------------------------------|
 BH3293| PID    Reference Object                     Distance      Geod. Az  |
 BH3293|                                                           dddmmss.s |
 BH3293| BH0384 BRIDGE RM 2                           8.803 METERS 05039     |
 BH3293| BH2383 BRIDGE 1935 TEMP                     50.418 METERS 06027     |
 BH3293| BH2368 BAY                                 APPROX. 3.9 KM 1333441.6 |
 BH3293| BH2366 BILOXI HARBOR BEACON 48             APPROX. 1.5 KM 1652445.8 |
 BH3293| BH2364 BILOXI CHANNEL BEACON 36            APPROX. 2.8 KM 1943612.2 |
 BH3293| BH2365 BILOXI BAY RTE 90 DRAWSPAN LT       APPROX. 0.7 KM 2272553.4 |
 BH3293| BH2369 BILOXI RR BRIDGE CENTER LIGHT       APPROX. 0.9 KM 2543314.6 |
 BH3293| BH2407 BILOXI BAY HWY 57 DRAWSPAN LT       APPROX. 4.9 KM 2825222.6 |
 BH3293| BH0382 BRIDGE RM 1                           6.840 METERS 31746     |
 BH3293|---------------------------------------------------------------------|
 BH3293
 BH3293                          SUPERSEDED SURVEY CONTROL
 BH3293
 BH3293  ELLIP H (04/15/02)  -24.688  (m)                       GP(       ) 4 2
 BH3293  ELLIP H (02/15/02)  -24.692  (m)                       GP(       ) 4 1
 BH3293  NAD 83(1993)-  30 24 38.16081(N)    088 50 29.87355(W) AD(       ) 1
 BH3293  NAD 83(1993)-  30 24 38.14110(N)    088 50 29.88757(W) AD(       ) A
 BH3293  ELLIP H (01/12/94)  -24.532  (m)                       GP(       ) 3 1
 BH3293  NAD 83(1993)-  30 24 38.15406(N)    088 50 29.87609(W) AD(       ) 2
 BH3293  NAD 83(1986)-  30 24 38.16087(N)    088 50 29.87353(W) AD(       ) 2
 BH3293  NAD 27      -  30 24 37.45100(N)    088 50 29.75900(W) AD(       ) 2
 BH3293
 BH3293.Superseded values are not recommended for survey control.
 BH3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3293.See file dsdata.txt to determine how the superseded data were derived.
 BH3293
 BH3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2309965723(NAD 83)
 BH3293_MARKER: DH = HORIZONTAL CONTROL DISK
 BH3293_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3293_SP_SET: CONCRETE SIDEWALK OF BRIDGE
 BH3293_STAMPING: BRIDGE 1935 1984
 BH3293_MARK LOGO: NGS   
 BH3293_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3293+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BH3293
 BH3293  HISTORY     - Date     Condition        Report By
 BH3293  HISTORY     - 1984     MONUMENTED       NGS
 BH3293  HISTORY     - 19921112 GOOD             MSHD
 BH3293  HISTORY     - 19930524 GOOD
 BH3293  HISTORY     - 20000801 GOOD             NGS
 BH3293  HISTORY     - 20030227 GOOD             INDIV
 BH3293  HISTORY     - 20040327 GOOD             USPSQD
 BH3293  HISTORY     - 20081011 MARK NOT FOUND   MSSU
 BH3293
 BH3293                          STATION DESCRIPTION
 BH3293
 BH3293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BH3293'THE DRILL HOLE FOR THE STATION WAS RECOVERED WITH THE DISK REMOVED,
 BH3293'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION A NEW
 BH3293'STATION DISK WAS ESTABLISHED IN THE DRILL HOLE OF THE OLD DISK AT THIS
 BH3293'DATE.  IT IS A STANDARD NGS DISK STAMPED---BRIDGE 1935 1984---THE 1968
 BH3293'DESCRIPTION BY H.B.T.  (MSHD) IS ADEQUATE AND COMPLETE FOR RECOVERY AT
 BH3293'THIS DATE.
 BH3293
 BH3293                          STATION RECOVERY (1992)
 BH3293
 BH3293'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH3293'STATION IS LOCATED 0.8 MI (1.3 KM) SOUTHWEST OF OCEAN SPRINGS, NEAR
 BH3293'THE NORTHEAST END OF THE OLD BILOXI BAY BRIDGE (NOW A FISHING PIER),
 BH3293'ON PROPERTY OF THE STATE.
 BH3293'TO REACH FROM THE U.S. HIGHWAY 90 DRAW BRIDGE OVER BILOXI BAY, BETWEEN
 BH3293'BILOXI AND OCEAN SPRINGS, GO NORTHEAST ON U.S. HIGHWAY 90 FOR 0.45 MI
 BH3293'(0.72 KM) TO NORTHEAST END OF BRIDGE AND STATION ON THE LEFT IN OLD
 BH3293'HIGHWAY BRIDGE AS DESCRIBED.
 BH3293'STATION MARK IS A STANDARD NGS DISK, STAMPED---BRIDGE 1935 1984---SET
 BH3293'IN A DRILL HOLE IN THE CENTER OF SOUTH CONCRETE WALKWAY OF OLD ABANDO
 BH3293'NED BRIDGE, 175.0 FT (53.3 M) SOUTHWEST OF THE NORTHEAST END OF
 BH3293'ABANDONED BRIDGE, 92.0 FT (28.0 M) NORTHWEST OF THE CENTER OF NEW
 BH3293'HIGHWAY 90 BRIDGE, 12.0 FT (3.7 M) SOUTHEAST OF THE CENTER OF
 BH3293'ABANDONED BRIDGE AND 2.0 FT (0.6 M) SOUTHEAST OF THE EDGE OF
 BH3293'SIDEWALK.
 BH3293
 BH3293                          STATION RECOVERY (1993)
 BH3293
 BH3293'RECOVERED 1993
 BH3293'RECOVERED IN GOOD CONDITION.
 BH3293
 BH3293                          STATION RECOVERY (2000)
 BH3293
 BH3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH3293'RECOVERED AS DESCRIBED.
 BH3293
 BH3293                          STATION RECOVERY (2003)
 BH3293
 BH3293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 BH3293'RECOVERED BY COMPASSCOM, INC.
 BH3293' 
 BH3293
 BH3293                          STATION RECOVERY (2004)
 BH3293
 BH3293'RECOVERY NOTE BY US POWER SQUADRON 2004 (CE)
 BH3293'RECOVERED IN GOOD CONDITION.
 BH3293
 BH3293                          STATION RECOVERY (2008)
 BH3293
 BH3293'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008
 BH3293'MARK WAS NOT FOUND DUE TO THE STRUCTURE BEING BLOWN AWAY DURING
 BH3293'KATRINA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0382 ***********************************************************************
 BH0382  DESIGNATION -  BRIDGE RM 1
 BH0382  PID         -  BH0382
 BH0382  STATE/COUNTY-  MS/JACKSON
 BH0382  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0382
 BH0382                         *CURRENT SURVEY CONTROL
 BH0382  ___________________________________________________________________
 BH0382* NAD 83(1986)-  30 24 38.     (N)    088 50 30.     (W)     SCALED    
 BH0382* NAVD 88     -         3.659  (meters)      12.00   (feet)  ADJUSTED  
 BH0382  ___________________________________________________________________
 BH0382  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BH0382  DYNAMIC HT  -           3.655 (meters)      11.99  (feet)  COMP
 BH0382  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 BH0382
 BH0382  VERT ORDER  -  FIRST     CLASS I
 BH0382
 BH0382.The horizontal coordinates were scaled from a topographic map and have
 BH0382.an estimated accuracy of +/- 6 seconds.
 BH0382
 BH0382.The orthometric height was determined by differential leveling
 BH0382.and adjusted in June 1991.
 BH0382
 BH0382.The geoid height was determined by GEOID03.
 BH0382
 BH0382.The dynamic height is computed by dividing the NAVD 88
 BH0382.geopotential number by the normal gravity value computed on the
 BH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0382.degrees latitude (g = 980.6199 gals.).
 BH0382
 BH0382.The modeled gravity was interpolated from observed gravity values.
 BH0382
 BH0382;                    North         East    Units  Estimated Accuracy
 BH0382;SPC MS E     -   100,930.      299,200.      MT  (+/- 180 meters Scaled)
 BH0382
 BH0382                          SUPERSEDED SURVEY CONTROL
 BH0382
 BH0382  NGVD 29 (??/??/??)    3.620  (m)           11.88   (f) ADJUSTED    1 1
 BH0382
 BH0382.Superseded values are not recommended for survey control.
 BH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0382.See file dsdata.txt to determine how the superseded data were derived.
 BH0382
 BH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU230657(NAD 83)
 BH0382_MARKER: DR = REFERENCE MARK DISK
 BH0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0382_SP_SET: BRIDGE
 BH0382_STAMPING: BRIDGE NO 1 1935
 BH0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0382
 BH0382  HISTORY     - Date     Condition        Report By
 BH0382  HISTORY     - 1935     MONUMENTED       CGS
 BH0382  HISTORY     - 1968     GOOD             CGS
 BH0382  HISTORY     - 1971     GOOD             NGS
 BH0382
 BH0382                          STATION DESCRIPTION
 BH0382
 BH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0382'1.3 MI SW FROM OCEAN SPRINGS.
 BH0382'ABOUT 0.8 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0382'THE STATION AT OCEAN SPRINGS, THENCE 0.3 MILE SOUTHWEST ALONG U. S.
 BH0382'HIGHWAY 90, NEAR THE NORTHEAST END OF THE U. S. HIGHWAY 90 ABANDONED
 BH0382'BRIDGE OVER BILOXI BAY, SET IN THE TOP OF THE CONCRETE RAIL FOOTING
 BH0382'FOR THE NORTHWEST RAILING OF THE BRIDGE, 175 FEET SOUTHWEST OF THE
 BH0382'NORTHEAST END OF THE BRIDGE, 22.5 FEET SOUTHEAST OF AND ACROSS THE
 BH0382'BRIDGE FROM THE STATION MARK DESCRIBED, 37.5 FEET WEST OF AND ACROSS
 BH0382'THE BRIDGE FLOOR FROM RM 2 DESCRIBED AND 0.8 FOOT ABOVE THE LEVEL OF
 BH0382'THE BRIDGE FLOOR.
 BH0382
 BH0382                          STATION RECOVERY (1971)
 BH0382
 BH0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0384 ***********************************************************************
 BH0384  DESIGNATION -  BRIDGE RM 2
 BH0384  PID         -  BH0384
 BH0384  STATE/COUNTY-  MS/JACKSON
 BH0384  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0384
 BH0384                         *CURRENT SURVEY CONTROL
 BH0384  ___________________________________________________________________
 BH0384* NAD 83(1986)-  30 24 38.     (N)    088 50 30.     (W)     SCALED    
 BH0384* NAVD 88     -         3.580  (meters)      11.75   (feet)  ADJUSTED  
 BH0384  ___________________________________________________________________
 BH0384  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BH0384  DYNAMIC HT  -           3.575 (meters)      11.73  (feet)  COMP
 BH0384  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 BH0384
 BH0384  VERT ORDER  -  FIRST     CLASS I
 BH0384
 BH0384.The horizontal coordinates were scaled from a topographic map and have
 BH0384.an estimated accuracy of +/- 6 seconds.
 BH0384
 BH0384.The orthometric height was determined by differential leveling
 BH0384.and adjusted in June 1991.
 BH0384
 BH0384.The geoid height was determined by GEOID03.
 BH0384
 BH0384.The dynamic height is computed by dividing the NAVD 88
 BH0384.geopotential number by the normal gravity value computed on the
 BH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0384.degrees latitude (g = 980.6199 gals.).
 BH0384
 BH0384.The modeled gravity was interpolated from observed gravity values.
 BH0384
 BH0384;                    North         East    Units  Estimated Accuracy
 BH0384;SPC MS E     -   100,930.      299,200.      MT  (+/- 180 meters Scaled)
 BH0384
 BH0384                          SUPERSEDED SURVEY CONTROL
 BH0384
 BH0384  NGVD 29 (??/??/??)    3.541  (m)           11.62   (f) ADJUSTED    1 1
 BH0384
 BH0384.Superseded values are not recommended for survey control.
 BH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0384.See file dsdata.txt to determine how the superseded data were derived.
 BH0384
 BH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU230657(NAD 83)
 BH0384_MARKER: DR = REFERENCE MARK DISK
 BH0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0384_SP_SET: SIDEWALK
 BH0384_STAMPING: BRIDGE NO 2 1935
 BH0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0384
 BH0384  HISTORY     - Date     Condition        Report By
 BH0384  HISTORY     - 1935     MONUMENTED       CGS
 BH0384  HISTORY     - 1968     GOOD             CGS
 BH0384
 BH0384                          STATION DESCRIPTION
 BH0384
 BH0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0384'1.3 MI SW FROM OCEAN SPRINGS.
 BH0384'ABOUT 0.8 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0384'THE STATION AT OCEAN SPRINGS, THENCE 0.3 MILE SOUTHWEST ALONG U. S.
 BH0384'HIGHWAY 90, AT THE ABANDONED U. S. HIGHWAY 90 BRIDGE OVER BILOXI BAY,
 BH0384'SET ON THE TOP AND NEAR THE SOUTHEAST EDGE OF THE SOUTHEAST SIDEWALK
 BH0384'OF THE BRIDGE, 146 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 BH0384'ABANDONED BRIDGE, 154 FEET WEST OF BENCH MARK U 234 DESCRIBED WHICH IS
 BH0384'LOCATED IN THE PRESENT BRIDGE THAT IS IN USE, 0.5 FOOT NORTHWEST OF
 BH0384'THE SOUTHEAST BRIDGE RAILING, 29.1 FEET NORTHEAST OF THE STATION MARK
 BH0384'DESCRIBED AND 0.8 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2450 ***********************************************************************
 BW2450  DESIGNATION -  BRIDGES
 BW2450  PID         -  BW2450
 BW2450  STATE/COUNTY-  MS/WILKINSON
 BW2450  USGS QUAD   -  CENTREVILLE (1988)
 BW2450
 BW2450                         *CURRENT SURVEY CONTROL
 BW2450  ___________________________________________________________________
 BW2450* NAD 83(1993)-  31 00 18.58891(N)    091 06 00.99548(W)     ADJUSTED  
 BW2450* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BW2450  ___________________________________________________________________
 BW2450  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BW2450  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BW2450  HORZ ORDER  -  FIRST
 BW2450
 BW2450.The horizontal coordinates were established by classical geodetic methods
 BW2450.and adjusted by the National Geodetic Survey in May 1994.
 BW2450
 BW2450.The orthometric height was scaled from a topographic map.
 BW2450
 BW2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2450
 BW2450.The geoid height was determined by GEOID03.
 BW2450
 BW2450;                    North         East     Units Scale Factor Converg.
 BW2450;SPC MS W     -   167,101.699   626,760.231   MT  1.00001614   -0 23 42.3
 BW2450;SPC MS W     -   548,232.82  2,056,295.86   sFT  1.00001614   -0 23 42.3
 BW2450;SPC LA S     -   277,719.871 1,022,258.465   MT  1.00007914   +0 06 59.5
 BW2450;SPC LA S     -   911,152.61  3,353,859.65   sFT  1.00007914   +0 06 59.5
 BW2450;UTM  15      - 3,431,723.345   681,365.057   MT  1.00000576   +0 58 43.8
 BW2450
 BW2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2450!SPC MS W     -   0.99998870  x   1.00001614  =   1.00000484
 BW2450!SPC LA S     -   0.99998870  x   1.00007914  =   1.00006784
 BW2450!UTM  15      -   0.99998870  x   1.00000576  =   0.99999446
 BW2450
 BW2450:                Primary Azimuth Mark                     Grid Az
 BW2450:SPC MS W     -  CENTREVILLE MUNICIPAL TANK               019 36 53.3
 BW2450:SPC LA S     -  CENTREVILLE MUNICIPAL TANK               019 06 11.5
 BW2450:UTM  15      -  CENTREVILLE MUNICIPAL TANK               018 14 27.2
 BW2450
 BW2450|---------------------------------------------------------------------|
 BW2450| PID    Reference Object                     Distance      Geod. Az  |
 BW2450|                                                           dddmmss.s |
 BW2450| BW2454 CENTREVILLE MUNICIPAL TANK          APPROX. 9.7 KM 0191311.0 |
 BW2450| BJ4673 SWING ALONG PLANTATION TANK         APPROX. 9.1 KM 1391436.7 |
 BW2450| CY3873 BRIDGES RM 1                         54.191 METERS 16530     |
 BW2450| CY3872 BRIDGES AZ MK                                      1753516.5 |
 BW2450| CY3874 BRIDGES RM 2                         38.734 METERS 24940     |
 BW2450|---------------------------------------------------------------------|
 BW2450
 BW2450                          SUPERSEDED SURVEY CONTROL
 BW2450
 BW2450  NAD 83(1993)-  31 00 18.59461(N)    091 06 00.99552(W) AD(       ) 1
 BW2450  NAD 83(1986)-  31 00 18.60575(N)    091 06 00.99124(W) AD(       ) 1
 BW2450  NAD 27      -  31 00 17.96700(N)    091 06 00.61200(W) AD(       ) 1
 BW2450
 BW2450.Superseded values are not recommended for survey control.
 BW2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2450.See file dsdata.txt to determine how the superseded data were derived.
 BW2450
 BW2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8136531723(NAD 83)
 BW2450_MARKER: DS = TRIANGULATION STATION DISK
 BW2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2450
 BW2450  HISTORY     - Date     Condition        Report By
 BW2450  HISTORY     - 1939     MONUMENTED       CGS
 BW2450  HISTORY     - 1941     GOOD             CGS
 BW2450  HISTORY     - 1949     GOOD             CGS
 BW2450  HISTORY     - 1954     GOOD             CGS
 BW2450  HISTORY     - 1969     GOOD             MSHD
 BW2450
 BW2450                          STATION DESCRIPTION
 BW2450
 BW2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BW2450'THE STATION IS LOCATED ON THE TOP OF A BARE HILL, IN THE
 BW2450'SW 1/4 OF SEC. 34, T 1 N, R 1 E, ON LAND OWNED BY M.C. BRIDGES,
 BW2450'2.5 MILES N OF NORWOOD, LOUISIANA AND 0.35 MILE N OF THE
 BW2450'MISSISSIPPI-LOUISIANA STATE LINE.  IT IS 89 FEET E OF THE
 BW2450'CENTER LINE OF A GRAVEL HIGHWAY.  THE MARK
 BW2450'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED BRIDGES
 BW2450'1939.
 BW2450'
 BW2450'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BW2450'BRONZE DISKS SET IN CONCRETE.
 BW2450'
 BW2450'REFERENCE MARK NO. 1 IS LOCATED 177.79 FEET S OF THE STATION,
 BW2450'AT THE S EDGE OF A CULTIVATED FIELD AT THE N EDGE OF A SMALL
 BW2450'GROUP OF TREES, AND 108 FEET E OF THE CENTER LINE OF THE
 BW2450'HIGHWAY.  THE MARK PROJECTS 4 INCHES ABOVE THE
 BW2450'GROUND AND IS STAMPED BRIDGES NO. 1 1939.  REFERENCE MARK
 BW2450'NO. 2 IS LOCATED 127.08 FEET W OF THE STATION AND 36 FEET
 BW2450'W OF THE CENTER LINE OF THE HIGHWAY.  THE MARK
 BW2450'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED BRIDGES
 BW2450'NO. 2 1939.
 BW2450'
 BW2450'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SSW OF THE STATION,
 BW2450'ON THE MISSISSIPPI-LOUISIANA STATE LINE, AND 29 FEET W OF
 BW2450'THE CENTER LINE OF THE HIGHWAY.  THE MARK PROJECTS
 BW2450'4 INCHES ABOVE THE GROUND, AND IS STAMPED BRIDGES 1939.
 BW2450'
 BW2450'TO REACH THE STATION FROM NORWOOD, LOUISIANA, DRIVE N ON
 BW2450'LOUISIANA HIGHWAY 91 FOR 2.25 MILES TO THE STATE LINE, THEN
 BW2450'CONTINUE N ON THE HIGHWAY FOR 0.35 MILE TO THE TOP OF THE
 BW2450'GRADE AND THE STATION ON THE RIGHT (E) SIDE OF THE ROAD.
 BW2450'
 BW2450'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW2450
 BW2450                          STATION RECOVERY (1941)
 BW2450
 BW2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RCO)
 BW2450'STATION RECOVERED AS DESCRIBED.
 BW2450
 BW2450                          STATION RECOVERY (1949)
 BW2450
 BW2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2450'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1939
 BW2450'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE LAND, FORMERLY
 BW2450'OWNED BY MR. M.C. BRIDGES, IS NOW OWNED BY MR. J.F. ROLLINS.
 BW2450'A NEW DESCRIPTION FOLLOWS--
 BW2450'
 BW2450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BW2450'24 AND 48, WHICH IS 1 MILE EAST OF CENTREVILLE, GO SOUTH
 BW2450'AND WEST ON HIGHWAY 24 FOR 2.6 MILES TO A RAILROAD CROSSING,
 BW2450'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A CROSS ROAD, TURN
 BW2450'LEFT AND GO SOUTHWESTERLY ON THE CENTREVILLE-NORWOOD ROAD
 BW2450'FOR 2 MILES TO A FORK IN THE ROAD, TAKE THE LEFT ROAD AND
 BW2450'GO SOUTH FOR 4.1 MILES TO THE STATION ON THE LEFT.
 BW2450'
 BW2450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 BW2450'THE GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 BW2450'RIGHT.
 BW2450'
 BW2450'THE AZIMUTH MARK IS 0.35 MILE FROM THE STATION, 85 FEET
 BW2450'NORTH OF A FENCE CORNER, 29 FEET WEST OF THE APPROXIMATE
 BW2450'CENTERLINE OF A GRAVELED ROAD, AND 26 FEET EAST OF A FENCE.
 BW2450'
 BW2450'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2450'SQUARE CONCRETE POSTS.
 BW2450'
 BW2450'A 103 FOOT TOWER AT BRIDGES WILL SEE 64 FEET AT TRIANGULATION
 BW2450'STATIONS TALBOT 1939 AND STOCKERT 1939.
 BW2450'
 BW2450'A 103 FOOT TOWER AT BRIDGES WILL SEE 37 FEET AT TRIANGULATION
 BW2450'STATIONS WHITAKER AND PHARIS.
 BW2450'
 BW2450'A 103 FOOT TOWER AT BRIDGES WILL SEE THE GROUND AT TRIANGULATION
 BW2450'STATION TURFITT.
 BW2450'
 BW2450'HEIGHT OF LIGHT ABOVE MARK 34 METERS.
 BW2450
 BW2450                          STATION RECOVERY (1954)
 BW2450
 BW2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2450'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN
 BW2450'GOOD CONDITION.
 BW2450'
 BW2450'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BW2450
 BW2450                          STATION RECOVERY (1969)
 BW2450
 BW2450'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2450'THE STATION WAS VISITED 9-26-69 AND THE STATION MARK, REFERENCE
 BW2450'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2450'AZIMUTH MARK WAS FOUND TO BE CHIPPED ON THE WEST SIDE BUT
 BW2450'THE MARK IS STEADY.
 BW2450'
 BW2450'THE STATION IS LOCATED 2.5 MILES NORTH OF NORWOOD, LOUISIANA,
 BW2450'6.1 MILES SOUTHWEST OF CENTREVILLE, 0.35 MILE NORTH OF THE
 BW2450'LOUISIANA-MISSISSIPPI STATE LINE IN THE SOUTHEAST 1/4 OF
 BW2450'SECTION 47, T 1N, R 1E, AND ON PROPERTY OWNED BY MR. J.F.
 BW2450'HOLLINS.  IT IS 89 FEET EAST OF THE CENTER OF HIGHWAY 33,
 BW2450'14 FEET WEST OF THE NORTHWEST ONE OF FOUR 8 INCH GUMS, AND
 BW2450'1 FOOT NORTH OF A METAL WITNESS POST.  (NOTE) A SMALL AMOUNT
 BW2450'OF CLEARING WILL BE NECESSARY IN ORDER FOR THE AZIMUTH TO
 BW2450'BE VISIBLE FROM THE STATION.
 BW2450'
 BW2450'IT IS A C AND GS TRIANGULATION DISK, STAMPED BRIDGES 1939
 BW2450'PROJECTING 6 INCHES.
 BW2450'
 BW2450'REFERENCE MARK NO. 1 IS 177.79 FEET SOUTH SOUTHWEST OF THE
 BW2450'STATION.  IT IS 108 FEET EAST OF THE CENTER OF HIGHWAY 33,
 BW2450'21 FEET NORTHEAST OF A 24 INCH PINE AND 1 FOOT EAST OF A
 BW2450'METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2450'STAMPED BRIDGES NO 1 1939 PROJECTING 6 INCHES.
 BW2450'
 BW2450'REFERENCE MARK NO. 2 IS 127.08 FEET WEST SOUTHWEST OF THE
 BW2450'STATION.  IT IS 35.5 FEET WEST OF THE CENTER OF HIGHWAY
 BW2450'33, 2 FEET NORTH OF A 20 INCH PINE AND 1 FOOT SOUTH OF A
 BW2450'METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2450'STAMPED BRIDGES NO 2 1939 PROJECTING 4 INCHES.
 BW2450'
 BW2450'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION.  IT
 BW2450'IS 25.5 FEET WEST OF THE CENTER OF HIGHWAY 33, 59 FEET NORTH
 BW2450'OF THE NORTHEAST CORNER OF THE LOUISIANA MONUMENT, 46 FEET
 BW2450'NORTHEAST OF A LOUISIANA RIGHT-OF-WAY MARKER, 44 FEET NORTH
 BW2450'OF THE LOUISIANA-MISSISSIPPI STATE LINE AND 1 FOOT WEST
 BW2450'OF A METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK
 BW2450'DISK, STAMPED BRIDGES 1939 PROJECTING 4 INCHES.
 BW2450'
 BW2450'TO REACH THE STATION FROM THE TRUCK SCALES NEAR THE JUNCTION
 BW2450'OF STATE HIGHWAYS 24 AND 33 AT THE SOUTHWEST EDGE OF CENTREVILLE
 BW2450'GO SOUTHWEST ON STATE HIGHWAY 33 FOR 4.2 MILES TO A CROSSROADS.
 BW2450'CONTINUE SOUTH ON STATE HIGHWAY 33 FOR 1.4 MILES TO THE
 BW2450'STATION ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE SOUTH
 BW2450'ON STATE HIGHWAY 33 FOR 0.35 MILE TO THE STATE LINE AND
 BW2450'THE AZIMUTH ON THE RIGHT.
 BW2450'
 BW2450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BW2450'NORTH OF NORWOOD, LOUISIANA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1533 ***********************************************************************
 BV1533  DESIGNATION -  BRIT
 BV1533  PID         -  BV1533
 BV1533  STATE/COUNTY-  MS/PERRY
 BV1533  USGS QUAD   -  RHODES (1964)
 BV1533
 BV1533                         *CURRENT SURVEY CONTROL
 BV1533  ___________________________________________________________________
 BV1533* NAD 83(1993)-  31 24 20.07942(N)    088 58 34.73084(W)     ADJUSTED  
 BV1533* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 BV1533  ___________________________________________________________________
 BV1533  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BV1533  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BV1533  HORZ ORDER  -  SECOND
 BV1533
 BV1533.The horizontal coordinates were established by classical geodetic methods
 BV1533.and adjusted by the National Geodetic Survey in May 1994.
 BV1533
 BV1533.The orthometric height was scaled from a topographic map.
 BV1533
 BV1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1533
 BV1533.The geoid height was determined by GEOID03.
 BV1533
 BV1533;                    North         East     Units Scale Factor Converg.
 BV1533;SPC MS E     -   211,250.915   286,403.534   MT  0.99995228   -0 04 28.2
 BV1533;SPC MS E     -   693,079.04    939,642.26   sFT  0.99995228   -0 04 28.2
 BV1533;UTM  16      - 3,476,240.488   312,115.163   MT  1.00003542   -1 01 48.5
 BV1533
 BV1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1533!SPC MS E     -   0.99999384  x   0.99995228  =   0.99994612
 BV1533!UTM  16      -   0.99999384  x   1.00003542  =   1.00002926
 BV1533
 BV1533|---------------------------------------------------------------------|
 BV1533| PID    Reference Object                     Distance      Geod. Az  |
 BV1533|                                                           dddmmss.s |
 BV1533| CF9967 BRIT RM 1                            20.550 METERS 09146     |
 BV1533| CF9968 BRIT RM 2                            20.220 METERS 13025     |
 BV1533| BV1532 REX                                 450.870 METERS 1851442.4 |
 BV1533|---------------------------------------------------------------------|
 BV1533
 BV1533                          SUPERSEDED SURVEY CONTROL
 BV1533
 BV1533  NAD 83(1993)-  31 24 20.09256(N)    088 58 34.72842(W) AD(       ) 2
 BV1533  NAD 83(1986)-  31 24 20.09290(N)    088 58 34.72939(W) AD(       ) 2
 BV1533  NAD 27      -  31 24 19.46600(N)    088 58 34.53400(W) AD(       ) 2
 BV1533
 BV1533.Superseded values are not recommended for survey control.
 BV1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1533.See file dsdata.txt to determine how the superseded data were derived.
 BV1533
 BV1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1211576240(NAD 83)
 BV1533_MARKER: DS = TRIANGULATION STATION DISK
 BV1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1533
 BV1533  HISTORY     - Date     Condition        Report By
 BV1533  HISTORY     - 1921     MONUMENTED       CGS
 BV1533  HISTORY     - 1935     GOOD             CGS
 BV1533  HISTORY     - 1957     GOOD             CGS
 BV1533  HISTORY     - 1966     GOOD             MSHD
 BV1533
 BV1533                          STATION DESCRIPTION
 BV1533
 BV1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1533'FOUR AND THREE-QUARTER MILES NORTH OF RICHTON, ON LEFT (WEST) SIDE OF
 BV1533'TRACK, ON EXTENSION OF FOWARD TANGENT OF RIGHT (EAST) RAIL OF FIRST
 BV1533'TANGENCY NORTH OF FLAG STOP FOLEY, 75 METERS SOUTH OF POINT OF
 BV1533'TANGENCY, 125 METERS NORTH OF RAILROAD BRIDGE NO. 86.6, 1.65
 BV1533'METERS OR 5.41 FEET WEST OF THE WEST AND NEAREST RAIL.
 BV1533'
 BV1533'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BV1533'CONCRETE.
 BV1533'
 BV1533'REFERENCE MARK NO. 1 AND NO. 2, ON THE OPPOSITE SIDE OF THE TRACKS,
 BV1533'ARE TRIANGULAR BLAZES ON SWEET GUM TREES, EACH BEING ABOUT 2 METERS
 BV1533'EAST OF THE EAST RAILROAD FENCE LINE. EACH BLAZE HAS A NAIL IN ITS
 BV1533'CENTER.
 BV1533
 BV1533                          STATION RECOVERY (1935)
 BV1533
 BV1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1533'ONE MILE SOUTH OF TRAVERSE STATION SPIKE, ON THE WEST SIDE OF THE
 BV1533'RAILROAD TRACKS, ON EXTENSION OF FORWARD TANGENT OF EAST RAIL AND
 BV1533'FIRST TANGENCY NORTH OF FLAG STOP FOLEY, ABOUT 400 FEET NORTH OF
 BV1533'THE RAILROAD BRIDGE, 5 FEET WEST OF THE WEST RAIL, AND IS ABOUT 6
 BV1533'INCHES UNDERGROUND. A SMALL CHARRED STAKE WAS SET AT THE WEST EDGE
 BV1533'OF THE MARK SO AS TO PROJECT ABOUT 3 INCHES ABOVE GROUND.
 BV1533
 BV1533                          STATION RECOVERY (1957)
 BV1533
 BV1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (SAM)
 BV1533'STATION RECOVERED AND IN VERY GOOD CONDITION. IT IS APPROXIMATELY 6
 BV1533'IN. DEEP AND ON A RAILROAD FILL.
 BV1533'
 BV1533'THERE ARE NO REFERENCE MARKS FOR THE STATION.
 BV1533
 BV1533                          STATION RECOVERY (1966)
 BV1533
 BV1533'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1533'THE STATION WAS VISITED 1-21-66 AND WAS FOUND IN GOOD CONDITION. R.M.
 BV1533'1 AND R.M. 2 WERE NOT FOUND.
 BV1533'
 BV1533'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BV1533'OFFICE IN RICHTON GO NORTH ON HIGHWAY 15 FOR 4.15 MILES TO A GRAVEL
 BV1533'CROSSROAD, TURN LEFT AND GO 1.8 MILES TO THE RAILROAD. THE MARK IS
 BV1533'APPROXIMATELY .25 MILES NORTH OF THE CROSSING AND APPROXIMATELY
 BV1533'117 PACES NORTH OF THE NORTHWEST EDGE OF THE FIRST RAILROAD BRIDGE
 BV1533'NORTH OF THE CROSSING ON THE WEST SIDE OF THE TRACK. THE STATION
 BV1533'DISK IS STAMPED BRIT (1921) AND 6 INCHES BELOW THE GROUND.
 BV1533'
 BV1533'IT IS 75 METERS (246FEET) SOUTH OF THE EXTENDED FORWARD TANGENCY OF
 BV1533'THE EAST RAIL FROM THE POINT OF TANGENT AND 5.41 FEET WEST OF WEST
 BV1533'RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1255 ***********************************************************************
 DK1255  DESIGNATION -  BRITTON BOLT
 DK1255  PID         -  DK1255
 DK1255  STATE/COUNTY-  MS/WASHINGTON
 DK1255  USGS QUAD   -  GLEN ALLAN (1970)
 DK1255
 DK1255                         *CURRENT SURVEY CONTROL
 DK1255  ___________________________________________________________________
 DK1255* NAD 83(1986)-  33 03 55.     (N)    091 07 12.     (W)     SCALED    
 DK1255* NAVD 88     -        34.97   (+/-2cm)     114.7    (feet)  VERTCON   
 DK1255  ___________________________________________________________________
 DK1255  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK1255  VERT ORDER  -  ? (See Below)
 DK1255
 DK1255.The horizontal coordinates were scaled from a topographic map and have
 DK1255.an estimated accuracy of +/- 6 seconds.
 DK1255
 DK1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1255.The vertical order pertains to the NGVD 29 superseded value.
 DK1255
 DK1255.The geoid height was determined by GEOID03.
 DK1255
 DK1255;                    North         East    Units  Estimated Accuracy
 DK1255;SPC MS W     -   395,550.      626,540.      MT  (+/- 180 meters Scaled)
 DK1255
 DK1255                          SUPERSEDED SURVEY CONTROL
 DK1255
 DK1255  NGVD 29 (??/??/??)   35.023  (m)          114.90   (f) ADJUSTED    ?  
 DK1255
 DK1255.Superseded values are not recommended for survey control.
 DK1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1255.See file dsdata.txt to determine how the superseded data were derived.
 DK1255
 DK1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS755600(NAD 83)
 DK1255_MARKER: B = BOLT
 DK1255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1255
 DK1255  HISTORY     - Date     Condition        Report By
 DK1255  HISTORY     - UNK      MONUMENTED       DOD
 DK1255  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1255  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK1255
 DK1255                          STATION DESCRIPTION
 DK1255
 DK1255'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1255'2 MI SE FROM LEOTA.
 DK1255'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE MARK IS LOCATED ABOUT 1
 DK1255'MILE SOUTHEAST ALONG THE LEVEE FROM LEOTA LANDING, ABOUT 3/4 MILE WEST
 DK1255'OF THE LOWER END OF LAKE BRITTON, OPPOSITE LEVEE STATION 5820, ABOUT
 DK1255'131 FEET NORTHEAST OF THE LANDSIDE TOE OF THE LEVEE, ON A KNOLL, IN A
 DK1255'BUSHY THICKET, 35.8 FEET NORTHWEST OF A BLAZED 12 INCH LOCUST TREE, 25
 DK1255'FEET EAST OF A SMALL DRY BAYOU, 24 FEET SOUTHEAST OF A BLAZED 40 INCH
 DK1255'WATER OAK TREE, 18.4 FEET SOUTHWEST OF A BLAZED 10 INCH LOCUST TREE
 DK1255'AND 14 FEET NORTHEAST OF A PASTURE FENCE.  A COPPER BOLT, SET IN THE
 DK1255'TOP OF A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK1255'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS U.S. ARMY STANDARD
 DK1255'CAP.
 DK1255
 DK1255                          STATION RECOVERY (1967)
 DK1255
 DK1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1256 ***********************************************************************
 DK1256  DESIGNATION -  BRITTON CAP
 DK1256  PID         -  DK1256
 DK1256  STATE/COUNTY-  MS/WASHINGTON
 DK1256  USGS QUAD   -  GLEN ALLAN (1970)
 DK1256
 DK1256                         *CURRENT SURVEY CONTROL
 DK1256  ___________________________________________________________________
 DK1256* NAD 83(1986)-  33 03 56.     (N)    091 07 11.     (W)     SCALED    
 DK1256* NAVD 88     -        36.20   (+/-2cm)     118.8    (feet)  VERTCON   
 DK1256  ___________________________________________________________________
 DK1256  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK1256  VERT ORDER  -  ? (See Below)
 DK1256
 DK1256.The horizontal coordinates were scaled from a topographic map and have
 DK1256.an estimated accuracy of +/- 6 seconds.
 DK1256
 DK1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1256.The vertical order pertains to the NGVD 29 superseded value.
 DK1256
 DK1256.The geoid height was determined by GEOID03.
 DK1256
 DK1256;                    North         East    Units  Estimated Accuracy
 DK1256;SPC MS W     -   395,580.      626,570.      MT  (+/- 180 meters Scaled)
 DK1256
 DK1256                          SUPERSEDED SURVEY CONTROL
 DK1256
 DK1256  NGVD 29 (??/??/??)   36.251  (m)          118.93   (f) ADJUSTED    ?  
 DK1256
 DK1256.Superseded values are not recommended for survey control.
 DK1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1256.See file dsdata.txt to determine how the superseded data were derived.
 DK1256
 DK1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS755601(NAD 83)
 DK1256_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1256_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1256
 DK1256  HISTORY     - Date     Condition        Report By
 DK1256  HISTORY     - UNK      MONUMENTED       DOD
 DK1256  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1256  HISTORY     - 1967     MARK NOT FOUND   USGS
 DK1256
 DK1256                          STATION DESCRIPTION
 DK1256
 DK1256'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1256'2 MI SE FROM LEOTA.
 DK1256'THE MARK IS LOCATED ABOUT 1 MILE SOUTHEAST ALONG THE LEVEE FROM LEOTA
 DK1256'LANDING, ABOUT 3/4 MILE WEST OF THE LOWER END OF LAKE BRITTON,
 DK1256'OPPOSITE LEVEE STATION 5820, ABOUT 131 FEET NORTHEAST OF THE LANDSIDE
 DK1256'TOE OF THE LEVEE, ON A KNOLL, IN A BUSHY THICKET, 35.8 FEET NORTHWEST
 DK1256'OF A BLAZED 12 INCH LOCUST TREE, 25 FEET EAST OF A SMALL DRY BAYOU, 24
 DK1256'FEET SOUTHEAST OF A BLAZED 40 INCH WATER OAK TREE, 18.4 FEET SOUTHWEST
 DK1256'OF A BLAZED 10 INCH LOCUST TREE AND 14 FEET NORTHEAST OF A PASTURE
 DK1256'FENCE.  A COPPER BOLT, SET IN THE TOP OF A STONE ABOUT 3 FEET UNDER
 DK1256'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 DK1256'ENGINEERS U.S. ARMY STANDARD CAP.
 DK1256
 DK1256                          STATION RECOVERY (1967)
 DK1256
 DK1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DK1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2780 ***********************************************************************
 CP2780  DESIGNATION -  BROAD
 CP2780  PID         -  CP2780
 CP2780  STATE/COUNTY-  MS/YAZOO
 CP2780  USGS QUAD   -  LOUISE (1988)
 CP2780
 CP2780                         *CURRENT SURVEY CONTROL
 CP2780  ___________________________________________________________________
 CP2780* NAD 83(1993)-  32 52 59.39765(N)    090 30 10.16572(W)     ADJUSTED  
 CP2780* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 CP2780  ___________________________________________________________________
 CP2780  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CP2780  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP2780  HORZ ORDER  -  SECOND
 CP2780
 CP2780.The horizontal coordinates were established by classical geodetic methods
 CP2780.and adjusted by the National Geodetic Survey in May 1994.
 CP2780
 CP2780.The orthometric height was scaled from a topographic map.
 CP2780
 CP2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2780
 CP2780.The geoid height was determined by GEOID03.
 CP2780
 CP2780;                    North         East     Units Scale Factor Converg.
 CP2780;SPC MS W     -   375,095.459   684,140.510   MT  0.99995310   -0 05 31.3
 CP2780;SPC MS W     - 1,230,625.69  2,244,550.99   sFT  0.99995310   -0 05 31.3
 CP2780;UTM  15      - 3,641,099.892   733,613.356   MT  1.00027298   +1 21 23.0
 CP2780
 CP2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2780!SPC MS W     -   0.99999936  x   0.99995310  =   0.99995246
 CP2780!UTM  15      -   0.99999936  x   1.00027298  =   1.00027234
 CP2780
 CP2780:                Primary Azimuth Mark                     Grid Az
 CP2780:SPC MS W     -  YAZOO CITY ST HWY DEPT RAD MST           115 59 56.3
 CP2780:UTM  15      -  YAZOO CITY ST HWY DEPT RAD MST           114 33 02.0
 CP2780
 CP2780|---------------------------------------------------------------------|
 CP2780| PID    Reference Object                     Distance      Geod. Az  |
 CP2780|                                                           dddmmss.s |
 CP2780| CP2567 YAZOO CITY ST HWY DEPT RAD MST      APPROX.11.4 KM 1155425.0 |
 CP2780| CY3878 BROAD RM 1                           43.026 METERS 18838     |
 CP2780| CP2256 BROAD RM 3                           45.016 METERS 19621     |
 CP2780| CP2257 BROAD RM 2                           39.943 METERS 25028     |
 CP2780| CP2258 BROAD AZ MK                                        2723250.1 |
 CP2780|---------------------------------------------------------------------|
 CP2780
 CP2780                          SUPERSEDED SURVEY CONTROL
 CP2780
 CP2780  NAD 83(1986)-  32 52 59.41100(N)    090 30 10.16083(W) AD(       ) 2
 CP2780  NAD 27      -  32 52 58.93840(N)    090 30 09.82850(W) AD(       ) 2
 CP2780
 CP2780.Superseded values are not recommended for survey control.
 CP2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2780.See file dsdata.txt to determine how the superseded data were derived.
 CP2780
 CP2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3361341100(NAD 83)
 CP2780_MARKER: DS = TRIANGULATION STATION DISK
 CP2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2780_STAMPING: BROAD 1959
 CP2780_MARK LOGO: CGS   
 CP2780
 CP2780  HISTORY     - Date     Condition        Report By
 CP2780  HISTORY     - 1959     MONUMENTED       CGS
 CP2780  HISTORY     - 1964     GOOD             CGS
 CP2780  HISTORY     - 1966     GOOD             MSHD
 CP2780  HISTORY     - 1974     GOOD             NGS
 CP2780  HISTORY     - 1976     GOOD             MSHD
 CP2780
 CP2780                          STATION DESCRIPTION
 CP2780
 CP2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2780'THE STATION IS ABOUT 5-1/4 MILES WEST AND 2-1/4 MILES NORTH
 CP2780'OF YAZOO CITY, 2-3/4 MILES SOUTH OF THE HUMPHREYS-YAZOO
 CP2780'COUNTY LINE, 0.2 MILE SOUTH OF THE SOUTH SHORE OF BROAD LAKE
 CP2780'AND ALONG THE NORTH SIDE OF STATE HIGHWAY 49W.  IT IS ON THE
 CP2780'PROPERTY OF MRS. H.H. HAYS OF YAZOO CITY AND IN THE SOUTHEAST
 CP2780'1/4 OF SECTION 16, T 12 N, R 3 W.
 CP2780'
 CP2780'TO REACH THE STATION FROM THE POST OFFICE IN YAZOO CITY,
 CP2780'GO WEST ON HIGHWAY 49W FOR 4.55 MILES TO THE EAST END OF THE
 CP2780'BRIDGE OVER BROAD LAKE, CONTINUE WEST FOR 1.1 MILES TO A
 CP2780'SIDE ROAD ON THE LEFT AND THE STATION ON THE RIGHT, CONTINUE
 CP2780'WEST ON THE HIGHWAY FOR 0.85 MILE TO THE AZIMUTH MARK ON
 CP2780'THE RIGHT.
 CP2780'
 CP2780'THE STATION MARKS ARE STANDARD DISKS, STAMPED BROAD 1959.
 CP2780'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 CP2780'POST FLUSH WITH THE GROUND.  IT IS 88 FEET NORTH OF THE
 CP2780'CENTER OF THE INTERSECTION OF THE SIDE ROAD AND HIGHWAY
 CP2780'49W, 69 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A FARM
 CP2780'HOUSE, 52 FEET SOUTH OF A WATER PUMP, 33 FEET WEST OF THE
 CP2780'EXTENDED ALIGNMENT OF THE WEST WALL OF THE FARM HOUSE AND 18 FEET
 CP2780'EAST OF THE CENTER OF A FIELD ROAD.  THE UNDERGROUND DISK IS SET IN
 CP2780'AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 CP2780'
 CP2780'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROAD NO 1 1959,
 CP2780'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2780'8 INCHES.  IT IS 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CP2780'OF THE HOUSE, 54 FEET SOUTH OF THE CENTER OF HIGHWAY 49W,
 CP2780'18 FEET WEST OF THE CENTER OF THE SIDE ROAD AND IN THE NORTHEAST
 CP2780'CORNER OF A CULTIVATED FIELD.
 CP2780'
 CP2780'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROAD NO 2 1959,
 CP2780'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2780'3 INCHES.  IT IS 128 FEET WEST-NORTHWEST OF THE CENTER OF
 CP2780'THE INTERSECTION, 33 FEET NORTH OF THE CENTER OF HIGHWAY
 CP2780'49W AND 1 FOOT EAST OF A POWERLINE POLE.
 CP2780'
 CP2780'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROAD 1959, SET
 CP2780'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2780'9 INCHES.  IT IS 153 FEET WEST-NORTHWEST OF THE CENTER OF
 CP2780'THE WEST ONE OF TWO SMALL WOOD BRIDGES, 43 FEET NORTH-NORTHWEST
 CP2780'OF THE CENTER OF HIGHWAY 49W AND 1 FOOT EAST OF A POWERLINE
 CP2780'POLE.  A METAL, WITNESS SIGNPOST WAS SET 1.2 FEET SOUTH OF
 CP2780'THE MARK.
 CP2780'
 CP2780'A METAL, WITNESS SIGNPOST WAS SET 1 FOOT NORTH OF THE STATION
 CP2780'MARK.
 CP2780'
 CP2780'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2780
 CP2780                          STATION RECOVERY (1964)
 CP2780
 CP2780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 CP2780'THE STATION WAS VISIT ED 6-12-64 AND THE STATION, REFERENCE
 CP2780'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2780'REFERENCE MARK NO. 1 SEEMED TO BE DISTRUBED SLIGHTLY.  REFERENCE
 CP2780'MARK NO. 1 WAS MOVED AT THIS DATE DUE TO HIGHWAY CONSTRUCTION.
 CP2780'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 CP2780'DESCRIPTION FOLLOWS--
 CP2780'
 CP2780'THE STATION IS LOCATED 5 MILES WEST AND 2 MILES NORTH OF
 CP2780'YAZOO CITY, 3 MILES SOUTH OF THE HUMPHREYS-YAZOO COUNTY LINE,
 CP2780'0.2 MILE SOUTH OF THE SOUTH SHORE OF BROAD LAKE, IN THE SOUTH
 CP2780'1/4 OF SEC. 16, T 12N, R 3W., ON PROPERTY OWNED BY MR. H.H.
 CP2780'HAYS.  IT IS 88 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 49W
 CP2780'AND A ROAD LEADING SOUTH, 52 FEET SOUTH OF A WELL PUMP, 18 FEET
 CP2780'EAST OF THE CENTER OF A FIELD ROAD, AND 1 FOOT SOUTH OF A METAL
 CP2780'WITNESS POST.  IT IS A STANDARD DISK, STAMPED BROAD 1959,
 CP2780'FLUSH WITH THE GROUND.
 CP2780'
 CP2780'REFERENCE MARK NO. 2 IS 129.99 FEET WEST-SOUTHWEST OF THE
 CP2780'STATION, AT THE SOUTH EDGE OF A CULTIVATED FIELD, 33 FEET
 CP2780'NORTH OF THE CENTER OF U.S. HIGHWAY 49W, 128 FEET WEST-NORTHWEST
 CP2780'OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 49 AND THE ROAD
 CP2780'LEADING SOUTH, AND 2 FEET EAST OF A POWER POLE.  IT IS A
 CP2780'STANDARD DISK, STAMPED BROAD NO 2 1959, FLUSH.
 CP2780'
 CP2780'REFERENCE MARK NO. 3 IS 147.72 FEET SOUTH OF THE STATION AT THE
 CP2780'EAST EDGE OF A CULTIVATED FIELD, 58 FEET SOUTH OF THE CENTER
 CP2780'OF U.S. HIGHWAY 49 W, 42 FEET WEST OF THE CENTER OF THE
 CP2780'ROAD LEADING SOUTH AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CP2780'IT IS A STANDARD DISK, STAMPED BROAD NO 3 1959, PROJECTING
 CP2780'6 INCHES.
 CP2780'
 CP2780'THE AZIMUTH MARK IS 0.85 MILE WEST OF THE STATION, 153 FEET
 CP2780'WEST OF THE CENTER OF A WOODEN BRIDGE FOR A FIELD ROAD LEADING
 CP2780'NORTH, 43 FEET NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 CP2780'49W, 1 FOOT EAST OF A POWER POLE, AND 1 FOOT NORTH OF A METAL
 CP2780'WITNESS POST.  IT IS A STANDARD DISK, STAMPED BROAD 1959,
 CP2780'PROJECTING 6 INCHES.
 CP2780'
 CP2780'TO REACH THE STATION FROM THE POST OFFICE IN YAZOO CITY,
 CP2780'GO WEST ON U.S. HIGHWAY 49 W FOR 4.55 MILES TO THE EAST END
 CP2780'OF THE BRIDGE OVER BROAD LAKE, CONTINUE WEST FOR 1.1 MILES
 CP2780'TO THE STATION ON THE RIGHT AND A SIDE ROAD LEADING SOUTH.
 CP2780'
 CP2780'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 CP2780'HIGHWAY 49W FOR 0.85 MILE TO THE MARK ON THE RIGHT.
 CP2780
 CP2780                          STATION RECOVERY (1966)
 CP2780
 CP2780'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2780'THE STATION WAS VISITED 8-5-66 AND ALL MARKS WERE FOUND IN
 CP2780'GOOD CONDITION.
 CP2780'
 CP2780'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN
 CP2780'YAZOO CITY GO WEST ON U.S. HIGHWAY 49 WEST FOR 2.8 MILES
 CP2780'TO A CROSSROADS, CONTINUE WEST ON HIGHWAY 49 FOR 3.4 MILES
 CP2780'TO A SIDE ROAD LEFT AND A FIELD ROAD AND THE STATION ON THE
 CP2780'RIGHT.  TO REACH THE AZIMUTH CONTINUE WEST ON HIGHWAY 49
 CP2780'WEST FOR 0.9 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CP2780'
 CP2780'THE STATION DISK IS STAMPED BROAD (1959), 88 FEET NORTH OF THE
 CP2780'CENTER OF HIGHWAY 49 WEST, 10 FEET EAST OF THE CENTER OF A
 CP2780'FIELD ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CP2780'
 CP2780'R.M. 2 IS 128 FEET WEST-NORTHWEST OF THE INTERSECTION OF SIDE
 CP2780'ROAD AND HIGHWAY 49 WEST, 33 FEET NORTH OF THE CENTER OF
 CP2780'HIGHWAY 49 WEST, 1.3 FEET EAST OF A POWER POLE, AND STAMPED
 CP2780'BROAD NO. 2 (1959).
 CP2780'
 CP2780'R.M. 3 IS 58 FEET SOUTH OF THE CENTER OF HIGHWAY 49 WEST,
 CP2780'42 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 1.3 FEET
 CP2780'SOUTH OF A METAL WITNESS POST.
 CP2780'
 CP2780'THE AZIMUTH MARK IS 153 FEET WEST OF THE CENTER OF A WOODEN
 CP2780'BRIDGE, NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 49 WEST,
 CP2780'1 FOOT EAST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 CP2780'POST, AND STAMPED BROAD (1959).
 CP2780
 CP2780                          STATION RECOVERY (1974)
 CP2780
 CP2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 CP2780'THE STATION WAS VISITED 7-17-74 AND THE STATION SURFACE MARK
 CP2780'WAS FOUND OUT OF THE GROUND.  REFERENCE MARK NO 1 AND THE AZIMUTH
 CP2780'MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 CP2780'APPEARED TO BE LEANING SLIGHTLY BUT WAS SOLIDLY IN PLACE.
 CP2780'THE SUB-SURFACE MARK WAS LOWERED AND A NEW SURFACE MARK WAS
 CP2780'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 CP2780'
 CP2780'THE STATION IS LOCATED 5 MILES WEST AND 2 MILES NORTH OF YAZOO
 CP2780'CITY, 3 MILE SOUTH OF HUMPHREYS-YAZOO COUNTY LINE IN THE
 CP2780'SOUTH 1/4 OF SECTION 16, T 12N, R 3W, ON PROPERTY LEASED BY
 CP2780'MR. JOHN HINES.  IT IS IN A CULTIVATED FIELD, 132 FEET ENE OF
 CP2780'A POWERLINE POLE, 177 FEET NW OF A POWERLINE POLE, 87 FEET
 CP2780'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 49W AND 13 FEET
 CP2780'EAST OF THE CENTERLINE OF A FIELD ROAD.  THE MARK IS 2 FEET
 CP2780'BELOW THE SURFACE OF THE GROUND.  IT IS A TRIANGULATION
 CP2780'DISK, STAMPED BROAD 1959 1974.
 CP2780'
 CP2780'REFERENCE MARK NO 2 IS 129.7 FEET WSW OF THE STATION.  IT
 CP2780'IS 32.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 49W,
 CP2780'3.0 FEET EAST OF A POWERLINE POLE AND 1.0 FEET NW OF A METAL
 CP2780'WITNESS POST AND SIGN.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2780'BROAD NO 2 1959 PROJECTING 3 INCHES.
 CP2780'
 CP2780'REFERENCE MARK NO 3 IS 147.7 FEET SW OF THE STATION.  IT IS
 CP2780'58.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 49W, 40 FEET
 CP2780'WEST OF THE CENTERLINE OF A PAVED ROAD, 1.0 FEET SOUTH OF
 CP2780'A METAL WITNESS POST AND SIGN AND 1.0 FEET EAST OF AN IRON POST.
 CP2780'IT IS A REFERENCE MARK DISK, STAMPED BROAD NO 3 1959 PROJECTING
 CP2780'1 INCH.
 CP2780'
 CP2780'THE DISTANCE BETWEEN REFERENCE NO 2 AND NO 3 IS 127.29 FEET.
 CP2780'
 CP2780'THE AZIMUTH MARK IS 0.85 MILE WEST OF THE STATION.  IT IS 137
 CP2780'FEET WEST OF THE CENTERLINE OF THE WEST ONE OF TWO FIELD
 CP2780'ROADS, 42.7 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 49W,
 CP2780'1.0 FEET EAST OF A POWERLINE POLE AND 1.0 FEET NORTH OF A
 CP2780'METAL WITNESS POST AND SIGN.  IT IS AN AZIMUTH MARK DISK,
 CP2780'STAMPED BROAD 1959 AND PROJECTS 3 INCHES.
 CP2780'
 CP2780'TO REACH THE STATION FROM THE POST OFFICE IN YAZOO CITY,
 CP2780'GO WEST ON U.S. HIGHWAY 49W FOR 4.55 MILES TO THE EAST END
 CP2780'OF THE BRIDGE OVER BROAD LAKE, CONTINUE WEST FOR 1.1 MILES
 CP2780'TO THE STATION ON THE RIGHT AND A SIDE ROAD LEADING SOUTH.
 CP2780'
 CP2780'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 CP2780'HIGHWAY 49W FOR 0.85 MILE TO THE MARK ON THE RIGHT.
 CP2780
 CP2780                          STATION RECOVERY (1976)
 CP2780
 CP2780'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 CP2780'THE STATION WAS VISITED 3-18-76 AND THE STATION MARK, RM NO 2, RM
 CP2780'NO 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP2780'MARK NO 2, REFERENCE MARK NO 3, AND THE AZIMUTH MARK WERE
 CP2780'ESTABLISHED AS BENCH MARKS BY THE MISSISSIPPI STATE HIGHWAY
 CP2780'DEPARTMENT.  THE 1974 DESCRIPTION BY D.D.R. IS ADEQUATE.
 CP2780'
 CP2780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.9 MILES NORTHWEST
 CP2780'OF YAZOO CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2258 ***********************************************************************
 CP2258  DESIGNATION -  BROAD AZ MK
 CP2258  PID         -  CP2258
 CP2258  STATE/COUNTY-  MS/YAZOO
 CP2258  USGS QUAD   -  LOUISE (1988)
 CP2258
 CP2258                         *CURRENT SURVEY CONTROL
 CP2258  ___________________________________________________________________
 CP2258* NAD 83(1986)-  32 53 03.     (N)    090 31 04.     (W)     SCALED    
 CP2258* NAVD 88     -        31.522  (meters)     103.42   (feet)  ADJUSTED  
 CP2258  ___________________________________________________________________
 CP2258  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CP2258  DYNAMIC HT  -          31.487 (meters)     103.30  (feet)  COMP
 CP2258  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 CP2258
 CP2258  VERT ORDER  -  SECOND    CLASS II
 CP2258
 CP2258.The horizontal coordinates were scaled from a topographic map and have
 CP2258.an estimated accuracy of +/- 6 seconds.
 CP2258
 CP2258.The orthometric height was determined by differential leveling
 CP2258.and adjusted in June 1991.
 CP2258
 CP2258.The geoid height was determined by GEOID03.
 CP2258
 CP2258.The dynamic height is computed by dividing the NAVD 88
 CP2258.geopotential number by the normal gravity value computed on the
 CP2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2258.degrees latitude (g = 980.6199 gals.).
 CP2258
 CP2258.The modeled gravity was interpolated from observed gravity values.
 CP2258
 CP2258;                    North         East    Units  Estimated Accuracy
 CP2258;SPC MS W     -   375,210.      682,740.      MT  (+/- 180 meters Scaled)
 CP2258
 CP2258                          SUPERSEDED SURVEY CONTROL
 CP2258
 CP2258  NGVD 29 (??/??/92)   31.608  (m)          103.70   (f) ADJ UNCH    2 2
 CP2258
 CP2258.Superseded values are not recommended for survey control.
 CP2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2258.See file dsdata.txt to determine how the superseded data were derived.
 CP2258
 CP2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS322411(NAD 83)
 CP2258_MARKER: DZ = AZIMUTH MARK DISK
 CP2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2258_STAMPING: BROAD 1959
 CP2258_MARK LOGO: CGS   
 CP2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2258+STABILITY: SURFACE MOTION
 CP2258
 CP2258  HISTORY     - Date     Condition        Report By
 CP2258  HISTORY     - 1959     MONUMENTED       CGS
 CP2258  HISTORY     - 1976     GOOD             MSHD
 CP2258
 CP2258                          STATION DESCRIPTION
 CP2258
 CP2258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2258'6.75 MI NW FROM YAZOO CITY.
 CP2258'THE MARK IS LOCATED 6.75 MILES NORTHWEST OF YAZOO CITY ON THE NORTH
 CP2258'RIGHT OF WAY OF U.S. HIGHWAY 49W, 5.6 MILES NORTHWEST OF THE
 CP2258'INTERSECTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY 49W IN THE SOUTHWEST
 CP2258'1/4 OF SECTION 16, T 12N, R 3W.  IT IS 42.5 FEET NORTH OF THE CENTER
 CP2258'OF HIGHWAY 49W, 137 FEET WEST OF THE CENTER OF THE WEST ONE OF TWO
 CP2258'FIELD ROADS, 1 FOOT EAST OF A POWER POLE, 1 FOOT NORTH OF A METAL
 CP2258'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT
 CP2258'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH
 CP2258'FROM THE COURTHOUSE IN YAZOO CITY GO WEST ON U.S. HIGHWAY 49W FOR 5.7
 CP2258'MILES TO A SIDE ROAD LEFT.  CONTINUE WEST ON U.S. HIGHWAY 49W FOR 0.85
 CP2258'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2257 ***********************************************************************
 CP2257  DESIGNATION -  BROAD RM 2
 CP2257  PID         -  CP2257
 CP2257  STATE/COUNTY-  MS/YAZOO
 CP2257  USGS QUAD   -  LOUISE (1988)
 CP2257
 CP2257                         *CURRENT SURVEY CONTROL
 CP2257  ___________________________________________________________________
 CP2257* NAD 83(2007)-  32 52 58.97748(N)    090 30 11.60904(W)     ADJUSTED  
 CP2257* NAVD 88     -        32.380  (meters)     106.23   (feet)  ADJUSTED  
 CP2257  ___________________________________________________________________
 CP2257  EPOCH DATE  -        2002.00
 CP2257  X           -     -47,089.351 (meters)                     COMP
 CP2257  Y           -  -5,361,325.652 (meters)                     COMP
 CP2257  Z           -   3,443,076.706 (meters)                     COMP
 CP2257  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CP2257  ELLIP HEIGHT-           5.560 (meters)          (02/15/08) ADJUSTED
 CP2257  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP2257  DYNAMIC HT  -          32.345 (meters)     106.12  (feet)  COMP
 CP2257  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CP2257
 CP2257  HORZ ORDER  -  FIRST
 CP2257  VERT ORDER  -  SECOND    CLASS II
 CP2257  ELLP ORDER  -  FOURTH    CLASS II
 CP2257
 CP2257.The horizontal coordinates were established by GPS observations
 CP2257.and adjusted by the EMC INCORPORATED in February 2008.
 CP2257
 CP2257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2257.The horizontal coordinates are valid at the epoch date displayed above.
 CP2257.The epoch date for horizontal control is a decimal equivalence
 CP2257.of Year/Month/Day.
 CP2257
 CP2257.The orthometric height was determined by differential leveling
 CP2257.and adjusted in June 1991.
 CP2257
 CP2257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2257
 CP2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2257
 CP2257.The ellipsoidal height was determined by GPS observations
 CP2257.and is referenced to NAD 83.
 CP2257
 CP2257.The geoid height was determined by GEOID03.
 CP2257
 CP2257.The dynamic height is computed by dividing the NAVD 88
 CP2257.geopotential number by the normal gravity value computed on the
 CP2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2257.degrees latitude (g = 980.6199 gals.).
 CP2257
 CP2257.The modeled gravity was interpolated from observed gravity values.
 CP2257
 CP2257;                    North         East     Units Scale Factor Converg.
 CP2257;SPC MS W     -   375,082.576   684,102.974   MT  0.99995311   -0 05 32.1
 CP2257;SPC MS W     - 1,230,583.42  2,244,427.84   sFT  0.99995311   -0 05 32.1
 CP2257;UTM  15      - 3,641,086.060   733,576.146   MT  1.00027276   +1 21 22.2
 CP2257
 CP2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2257!SPC MS W     -   0.99999913  x   0.99995311  =   0.99995224
 CP2257!UTM  15      -   0.99999913  x   1.00027276  =   1.00027189
 CP2257
 CP2257|---------------------------------------------------------------------|
 CP2257| PID    Reference Object                     Distance      Geod. Az  |
 CP2257|                                                           dddmmss.s |
 CP2257| CP2257 BROAD RM 2                            0.000 METERS 00000     |
 CP2257| CP2780 BROAD                                39.943 METERS 07028     |
 CP2257| CP2256 BROAD RM 3                           38.800 METERS 18112     |
 CP2257| CP2258 BROAD AZ MK                                        31347     |
 CP2257|---------------------------------------------------------------------|
 CP2257
 CP2257                          SUPERSEDED SURVEY CONTROL
 CP2257
 CP2257  NAVD 88 (02/15/08)   32.38   (m)          106.2    (f) LEVELING    3  
 CP2257  NGVD 29 (??/??/92)   32.466  (m)          106.52   (f) ADJ UNCH    2 2
 CP2257
 CP2257.Superseded values are not recommended for survey control.
 CP2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2257.See file dsdata.txt to determine how the superseded data were derived.
 CP2257
 CP2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3357641086(NAD 83)
 CP2257_MARKER: DR = REFERENCE MARK DISK
 CP2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2257_STAMPING: BROAD NO 2 1959
 CP2257_MARK LOGO: NONE  
 CP2257_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2257+STABILITY: SURFACE MOTION
 CP2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2257+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CP2257
 CP2257  HISTORY     - Date     Condition        Report By
 CP2257  HISTORY     - 1959     MONUMENTED       CGS
 CP2257  HISTORY     - 1976     GOOD             MSHD
 CP2257  HISTORY     - 20070127 GOOD             EMCINC
 CP2257
 CP2257                          STATION DESCRIPTION
 CP2257
 CP2257'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2257'5.9 MI NW FROM YAZOO CITY.
 CP2257'THE MARK IS LOCATED 5.9 MILES NORTHWEST OF YAZOO CITY JUST WEST OF A
 CP2257'SIDE ROAD LEADING SOUTH ON THE NORTH RIGHT OF WAY OF U.S. HIGHWAY 49W,
 CP2257'4.5 MILES NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 3 AND U.S.
 CP2257'HIGHWAY 49W IN THE SOUTHEAST 1/4 OF SECTION 16, T 12N, R 3W.  IT IS
 CP2257'129.7 FEET WEST-SOUTHWEST OF THE STATION, 32.5 FEET NORTH OF THE
 CP2257'CENTER OF HIGHWAY 49W, 128 FEET WEST-NORTHWEST OF THE CENTER OF A T
 CP2257'INTERSECTION, 3 FEET EAST OF A POWER POLE, 1 FOOT NORTHWEST OF A METAL
 CP2257'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 3 FEET
 CP2257'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH
 CP2257'FROM THE COURTHOUSE IN YAZOO CITY GO WEST ON U.S. HIGHWAY 49W, 4.8
 CP2257'MILES TO THE BRIDGE OVER BROAD LAKE.  CONTINUE WEST ON U.S. HIGHWAY
 CP2257'49W FOR 0.9 MILE TO THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD
 CP2257'LEFT.
 CP2257
 CP2257                          STATION RECOVERY (2007)
 CP2257
 CP2257'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 CP2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2256 ***********************************************************************
 CP2256  DESIGNATION -  BROAD RM 3
 CP2256  PID         -  CP2256
 CP2256  STATE/COUNTY-  MS/YAZOO
 CP2256  USGS QUAD   -  LOUISE (1988)
 CP2256
 CP2256                         *CURRENT SURVEY CONTROL
 CP2256  ___________________________________________________________________
 CP2256* NAD 83(1986)-  32 53 00.     (N)    090 30 10.     (W)     SCALED    
 CP2256* NAVD 88     -        32.159  (meters)     105.51   (feet)  ADJUSTED  
 CP2256  ___________________________________________________________________
 CP2256  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CP2256  DYNAMIC HT  -          32.124 (meters)     105.39  (feet)  COMP
 CP2256  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CP2256
 CP2256  VERT ORDER  -  SECOND    CLASS II
 CP2256
 CP2256.The horizontal coordinates were scaled from a topographic map and have
 CP2256.an estimated accuracy of +/- 6 seconds.
 CP2256
 CP2256.The orthometric height was determined by differential leveling
 CP2256.and adjusted in June 1991.
 CP2256
 CP2256.The geoid height was determined by GEOID03.
 CP2256
 CP2256.The dynamic height is computed by dividing the NAVD 88
 CP2256.geopotential number by the normal gravity value computed on the
 CP2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2256.degrees latitude (g = 980.6199 gals.).
 CP2256
 CP2256.The modeled gravity was interpolated from observed gravity values.
 CP2256
 CP2256;                    North         East    Units  Estimated Accuracy
 CP2256;SPC MS W     -   375,110.      684,150.      MT  (+/- 180 meters Scaled)
 CP2256
 CP2256                          SUPERSEDED SURVEY CONTROL
 CP2256
 CP2256  NGVD 29 (??/??/92)   32.245  (m)          105.79   (f) ADJ UNCH    2 2
 CP2256
 CP2256.Superseded values are not recommended for survey control.
 CP2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2256.See file dsdata.txt to determine how the superseded data were derived.
 CP2256
 CP2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS336411(NAD 83)
 CP2256_MARKER: DR = REFERENCE MARK DISK
 CP2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2256_STAMPING: BROAD NO 3 1959
 CP2256_MARK LOGO: CGS   
 CP2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2256+STABILITY: SURFACE MOTION
 CP2256
 CP2256  HISTORY     - Date     Condition        Report By
 CP2256  HISTORY     - 1964     MONUMENTED       CGS
 CP2256  HISTORY     - 1976     GOOD             MSHD
 CP2256
 CP2256                          STATION DESCRIPTION
 CP2256
 CP2256'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP2256'5.9 MI NW FROM YAZOO CITY.
 CP2256'THE MARK IS LOCATED 5.9 MILES NORTHWEST OF YAZOO CITY IN THE SOUTHWEST
 CP2256'ANGLE OF THE JUNCTION OF A SIDE ROAD LEADING SOUTH WITH U.S. HIGHWAY
 CP2256'49W ON THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY 49W, 4.5 MILES NORTHWEST
 CP2256'OF THE INTERSECTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY 49W IN THE
 CP2256'SOUTHEAST 1/4 OF SECTION 16, T 12N, R 3W.  IT IS 147.7 FEET SOUTHWEST
 CP2256'OF THE STATION, 58.5 FEET SOUTH OF THE CENTER OF HIGHWAY 49W, 40 FEET
 CP2256'WEST OF THE CENTER OF A BLACK TOP ROAD, 1 FOOT SOUTH OF A METAL
 CP2256'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 CP2256'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. NOTE-- TO REACH
 CP2256'FROM THE COURTHOUSE IN YAZOO CITY GO WEST ON U.S. HIGHWAY 49W FOR 4.8
 CP2256'MILES TO THE BRIDGE OVER BROAD LAKE.  CONTINUE WEST ON U.S. HIGHWAY
 CP2256'49W FOR 0.9 MILE TO A SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2248 ***********************************************************************
 BW2248  DESIGNATION -  BROCK
 BW2248  PID         -  BW2248
 BW2248  STATE/COUNTY-  MS/WALTHALL
 BW2248  USGS QUAD   -  TYLERTOWN SE (1970)
 BW2248
 BW2248                         *CURRENT SURVEY CONTROL
 BW2248  ___________________________________________________________________
 BW2248* NAD 83(1993)-  31 00 22.47880(N)    090 06 49.45247(W)     ADJUSTED  
 BW2248* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 BW2248  ___________________________________________________________________
 BW2248  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BW2248  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BW2248  HORZ ORDER  -  FIRST
 BW2248
 BW2248.The horizontal coordinates were established by classical geodetic methods
 BW2248.and adjusted by the National Geodetic Survey in May 1994.
 BW2248
 BW2248.The orthometric height was scaled from a topographic map.
 BW2248
 BW2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2248
 BW2248.The geoid height was determined by GEOID03.
 BW2248
 BW2248;                    North         East     Units Scale Factor Converg.
 BW2248;SPC MS W     -   166,989.681   720,970.014   MT  0.99995542   +0 06 47.2
 BW2248;SPC MS W     -   547,865.31  2,365,382.45   sFT  0.99995542   +0 06 47.2
 BW2248;SPC LA S     -   278,436.891 1,116,476.134   MT  1.00007947   +0 36 35.3
 BW2248;SPC LA S     -   913,505.03  3,662,972.12   sFT  1.00007947   +0 36 35.3
 BW2248;UTM  15      - 3,433,871.393   775,577.319   MT  1.00053688   +1 29 15.9
 BW2248
 BW2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2248!SPC MS W     -   0.99998625  x   0.99995542  =   0.99994167
 BW2248!SPC LA S     -   0.99998625  x   1.00007947  =   1.00006572
 BW2248!UTM  15      -   0.99998625  x   1.00053688  =   1.00052312
 BW2248
 BW2248|---------------------------------------------------------------------|
 BW2248| PID    Reference Object                     Distance      Geod. Az  |
 BW2248|                                                           dddmmss.s |
 BW2248| CY3880 BROCK RM 1                           34.284 METERS 01921     |
 BW2248| CY3882 BROCK RM 3                           30.434 METERS 06737     |
 BW2248| CY3881 BROCK RM 2                           31.440 METERS 17843     |
 BW2248| BW2260 BURCH                               APPROX.14.0 KM 2672931.0 |
 BW2248| CY3879 BROCK AZ MK                                        3594846.1 |
 BW2248|---------------------------------------------------------------------|
 BW2248
 BW2248                          SUPERSEDED SURVEY CONTROL
 BW2248
 BW2248  NAD 83(1993)-  31 00 22.48873(N)    090 06 49.44946(W) AD(       ) 1
 BW2248  NAD 83(1986)-  31 00 22.49342(N)    090 06 49.44930(W) AD(       ) 1
 BW2248  NAD 27      -  31 00 21.84500(N)    090 06 49.13100(W) AD(       ) 1
 BW2248
 BW2248.Superseded values are not recommended for survey control.
 BW2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2248.See file dsdata.txt to determine how the superseded data were derived.
 BW2248
 BW2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7557733871(NAD 83)
 BW2248_MARKER: DS = TRIANGULATION STATION DISK
 BW2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2248
 BW2248  HISTORY     - Date     Condition        Report By
 BW2248  HISTORY     - 1939     MONUMENTED       CGS
 BW2248  HISTORY     - 1947     GOOD             CGS
 BW2248  HISTORY     - 1954     GOOD             CGS
 BW2248  HISTORY     - 1961     GOOD             CGS
 BW2248  HISTORY     - 1969     GOOD             CGS
 BW2248  HISTORY     - 1971     GOOD             MSSU
 BW2248
 BW2248                          STATION DESCRIPTION
 BW2248
 BW2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BW2248'THE STATION IS LOCATED ON THE TOP OF A FLAT BARE HILL, 4.5
 BW2248'MILES E AND 1.0 MILE N OF WARNERTON, LOUISIANA, AND 0.35
 BW2248'MILE N OF THE MISSISSIPPI AND LOUISIANA STATE LINE.
 BW2248'
 BW2248'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BW2248'BRONZE DISKS SET IN CONCRETE.
 BW2248'
 BW2248'AZIMUTH MARK IS 0.3 MILE N OF THE STATION IN THE SW ANGLE OF A
 BW2248'T-INTERSECTION, 7.5 FEET NW OF A FENCE CORNER, AND 23 FEET W
 BW2248'OF THE CENTER LINE OF A N AND S ROAD (MISSISSIPPI STATE ROUTE 27).
 BW2248'MARK PROJECTS 4 INCHES AND IS STAMPED BROCK 1939.
 BW2248'
 BW2248'REFERENCE MARK NO. 1 IS 112.44 FEET NE OF THE STATION IN THE
 BW2248'W RIGHT-OF-WAY FENCE LINE, AND 17 FEET E OF THE CENTER LINE
 BW2248'OF THE ROAD.  MARK PROJECTS 8 INCHES AND IS STAMPED
 BW2248'BROCK NO. 1 1939.  REFERENCE MARK NO. 2 IS 103.18 FEET S OF
 BW2248'THE STATION IN THE W RIGHT-OF-WAY FENCE LINE, 20 FEET W OF THE
 BW2248'CENTER LINE OF THE ROAD.  MARK PROJECTS 5 INCHES
 BW2248'AND IS STAMPED BROCK NO. 2 1939.
 BW2248'
 BW2248'A 103-FOOT TOWER AT THOMAS IS VISIBLE FROM THE GROUND AT BROCK.
 BW2248'
 BW2248'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT PINE.
 BW2248'
 BW2248'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT DANIELS.
 BW2248'
 BW2248'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT VERNON.
 BW2248'
 BW2248'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT BURCH.
 BW2248'
 BW2248'TO REACH THE STATION FROM THE POST OFFICE IN WARNERTON, GO
 BW2248'S ON LOUISIANA STATE ROUTE 34 FOR 0.5 MILE, HERE TURN LEFT AT
 BW2248'THE CROSSROADS AND FOLLOW GRAVEL ROAD E FOR 4.2 MILES, HERE
 BW2248'TAKE GRAVEL T-ROAD LEFT, (N) AT THE TOP OF THE GRADE FOR 0.25
 BW2248'MILE TO THE STATE LINE, AND CONTINUE STRAIGHT AHEAD FOR 0.35
 BW2248'MILE TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT IN
 BW2248'THE N AND S FENCE LINE.  THE STATION IS IN THE FENCE LINE AT
 BW2248'THE N AND OF A CROSSBRACING IN THE FENCE, 20.5 FEET W OF THE
 BW2248'CENTER LINE OF THE ROAD, 4.5 FEET W OF THE DITCH LINE, AND
 BW2248'41 FEET WNW OF A LONE TELEPHONE POLE ON THE E SIDE OF THE
 BW2248'ROAD.  MARK PROJECTS 4 INCHES AND IS
 BW2248'STAMPED BROCK 1939.
 BW2248'
 BW2248'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2248
 BW2248                          STATION RECOVERY (1947)
 BW2248
 BW2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2248'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BW2248'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2248'DISKS SET IN CONCRETE.
 BW2248'NO ADDITIONAL MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 BW2248'FOLLOWS--
 BW2248'
 BW2248'THE STATION IS ABOUT 8 MILES SOUTH OF TYLERTOWN, ABOUT 5 MILES
 BW2248'EAST-NORTHEAST OF WARNERTON, AND 0.35 MILE NORTH OF THE
 BW2248'LOUISIANA-MISSISSIPPI STATE LINE.  IT IS ON THE SUMMIT OF A LOW
 BW2248'HILL, 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2248'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST, AND 1 FOOT EAST
 BW2248'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 BW2248'BROCK 1939.
 BW2248'
 BW2248'REFERENCE MARK NO. 1 IS 112.48 FEET NORTH-NORTHEAST OF THE
 BW2248'STATION, 17 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 BW2248'ROAD, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 8 INCHES
 BW2248'AND THE DISK IS STAMPED BROCK NO 1 1939.
 BW2248'
 BW2248'REFERENCE MARK NO. 2 IS 103.20 FEET SOUTH OF THE STATION, 20 FEET
 BW2248'WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 1 FOOT
 BW2248'EAST OF A FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 BW2248'STAMPED BROCK NO 2 1939.
 BW2248'
 BW2248'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, IN THE
 BW2248'SOUTHWEST ANGLE OF A ROAD INTERSECTION, 80 FEET SOUTH OF THE
 BW2248'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 22 FEET WEST OF
 BW2248'THE APPROXIMATE CENTERLINE OF A SMALLER GRAVELED ROAD.  THE
 BW2248'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BROCK 1939.
 BW2248'
 BW2248'TO REACH FROM THE DEPOT IN TYLERTOWN, GO SOUTHERLY ON STATE
 BW2248'HIGHWAY 27 FOR 6.2 MILES TO BRIDGE OVER MAGEES CREEK, CONTINUE
 BW2248'SOUTHERLY FOR 2.2 MILES TO A GRAVELED SIDE ROAD LEFT, TURN
 BW2248'LEFT AND GO 4.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BW2248'0.4 MILE TO THE STATION ON RIGHT.
 BW2248'
 BW2248'NOTE--THE DIRECTIONS IN THE ORIGINAL DESCRIPTION FOR REACHING
 BW2248'THE STATION ARE NO LONGER ADEQUATE.  THE HIGHWAY DESCRIBED
 BW2248'AS BEING STATE HIGHWAY 34 IS NOW STATE HIGHWAY 27 AND THE STATE
 BW2248'HIGHWAY 27 WHICH IS MENTIONED IN THE ORIGINAL DESCRIPTION IS AN
 BW2248'UNMARKED GRAVELED ROAD.
 BW2248'
 BW2248'HEIGHT OF LIGHT, 30 METERS.
 BW2248
 BW2248                          STATION RECOVERY (1954)
 BW2248
 BW2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2248'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 BW2248'CONDITION.  THE 1947 RECOVERY NOTE BY C.A.E. IS ADEQUATE.
 BW2248
 BW2248                          STATION RECOVERY (1961)
 BW2248
 BW2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCS)
 BW2248'THE STATION WAS RECOVERED WITH THE STATION, AZIMUTH, AND
 BW2248'REFERENCE MARK -2 IN GOOD CONDITION.
 BW2248'
 BW2248'REFERENCE MARK -1 HAS BEEN DISTURBED BY HEAVY EQUIPMENT.
 BW2248'
 BW2248'THE 1947 DISCRIPTION IS ADEQUATE.
 BW2248
 BW2248                          STATION RECOVERY (1969)
 BW2248
 BW2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2248'THE STATION WAS VISITED 7-23-69 AND THE STATION, AZIMUTH
 BW2248'MARK AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2248'MARK NO. 1 WAS FOUND LEANING, WAS DUG UP, STAMPED NO. 3 AND
 BW2248'USED AS REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS OBSTRUCTED
 BW2248'FROM THE STATION BY A POWER POLE ABOUT 500 FEET FROM THE STATION.
 BW2248'A NEW DESCRIPTION FOLLOWS--
 BW2248'
 BW2248'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF TYLERTOWN,
 BW2248'5 MILES ENE OF WARRENTON AND ABOUT 0.35 MILE N. OF THE
 BW2248'MISSISSIPPI-LOUISIANA STATE LINE, ON THE PROPERTY OWNED BY
 BW2248'FLEAT BROCK.  IT IS 21 FEET WEST OF THE CENTER OF A GRAVELED
 BW2248'ROAD 176.5 FEET NORTH OF A POWER POLE, 136 FEET SW OF THE
 BW2248'SW CORNER OF THE PORCH OF A WHITE HOUSE EAST OF THE ROAD,
 BW2248'46 FEET SW OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE LINE,
 BW2248'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 BW2248'STATION DISK, STAMPED BROCK 1939, FLUSH WITH THE GROUND.
 BW2248'
 BW2248'REFERENCE MARK NO. 2 IS 103.15 FEET SOUTH OF THE STATION,
 BW2248'18 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 72.5 FEET
 BW2248'NORTH OF A POWER POLE 1 FOOT EAST OF A FENCE LINE AND 1 FOOT
 BW2248'NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BW2248'STAMPED BROCK NO 2 1939, FLUSH WITH THE GROUND.
 BW2248'
 BW2248'REFERENCE MARK NO. 3 IS 99.85 FEET ESE OF THE STATION.  IT
 BW2248'IS 73 FEET EAST OF THE CENTER OF THE ROAD, 46 FEET WEST OF
 BW2248'A FENCE CORNER AND SOUTH END OF A GATE, 31 FEET SOUTH OF THE
 BW2248'SOUTHWEST CORNER OF THE PORCH OF THE WHITE HOUSE, 56 FEET EAST
 BW2248'OF A FENCE CORNER, 14 FEET SOUTH-SOUTHWEST OF A TUNG NUT TREE,
 BW2248'1 FOOT NORTH OF A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS
 BW2248'POST.  IT IS A REFERENCE MARK DISK, STAMPED BROCK NO 3 1939
 BW2248'1969, PROJECTING 3 INCHES.
 BW2248'
 BW2248'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION IN THE
 BW2248'SOUTHWEST ANGLE OF A T-INTERSECTION, 80 FEET SOUTH OF THE
 BW2248'CENTER OF THE BLACK TOP ROAD, 23 FEET WEST OF THE CENTER OF A
 BW2248'GRAVELED ROAD, 75 FEET WEST OF A 2-FOOT PECAN TREE, 4.5 FEET
 BW2248'SOUTHWEST OF A GUYED POWER POLE, 2 FEET WEST OF A FENCE AND 1
 BW2248'FOOT NORTH OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 BW2248'STAMPED BROCK 1947, PROJECTING 8 INCHES.
 BW2248'
 BW2248'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN, GO
 BW2248'WEST ON U.S. HIGHWAY 98 FOR 0.1 MILE TO STATE HIGHWAY 27,
 BW2248'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 27 FOR 8.3 MILES TO
 BW2248'A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 4.6 MILES TO A
 BW2248'SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT IN THE
 BW2248'SOUTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH FOR
 BW2248'0.35 MILE TO THE STATION ON THE RIGHT, ACROSS THE ROAD FROM
 BW2248'A HOUSE.
 BW2248'
 BW2248'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTH
 BW2248'OF TYLERTOWN
 BW2248
 BW2248                          STATION RECOVERY (1971)
 BW2248
 BW2248'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (TT)
 BW2248'BROCK 1939-GOOD
 BW2248'
 BW2248'BROCK NO 2 1939-GOOD
 BW2248'
 BW2248'BROCK NO 3 1969-GOOD
 BW2248'
 BW2248'BROCK 1939 (AZ MK)-GOOD
 BW2248'
 BW2248'ALL MARKS FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2659 ***********************************************************************
 CP2659  DESIGNATION -  BROCK
 CP2659  PID         -  CP2659
 CP2659  STATE/COUNTY-  MS/HINDS
 CP2659  USGS QUAD   -  TERRY NW (1980)
 CP2659
 CP2659                         *CURRENT SURVEY CONTROL
 CP2659  ___________________________________________________________________
 CP2659* NAD 83(1993)-  32 12 52.50409(N)    090 27 43.10574(W)     ADJUSTED  
 CP2659* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CP2659  ___________________________________________________________________
 CP2659  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CP2659  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2659  HORZ ORDER  -  THIRD
 CP2659
 CP2659.The horizontal coordinates were established by classical geodetic methods
 CP2659.and adjusted by the National Geodetic Survey in May 1994.
 CP2659
 CP2659.The orthometric height was scaled from a topographic map.
 CP2659
 CP2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2659
 CP2659.The geoid height was determined by GEOID03.
 CP2659
 CP2659;                    North         East     Units Scale Factor Converg.
 CP2659;SPC MS W     -   300,950.358   687,873.354   MT  0.99995181   -0 04 06.9
 CP2659;SPC MS W     -   987,367.97  2,256,797.83   sFT  0.99995181   -0 04 06.9
 CP2659;UTM  15      - 3,567,046.622   739,204.153   MT  1.00030568   +1 21 13.1
 CP2659
 CP2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2659!SPC MS W     -   0.99999050  x   0.99995181  =   0.99994231
 CP2659!UTM  15      -   0.99999050  x   1.00030568  =   1.00029618
 CP2659
 CP2659|---------------------------------------------------------------------|
 CP2659| PID    Reference Object                     Distance      Geod. Az  |
 CP2659|                                                           dddmmss.s |
 CP2659| CY3884 BROCK RM 1                           22.100 METERS 22629     |
 CP2659| CY3883 BROCK AZ MK                                        2580037.7 |
 CP2659| CP2718 NOBLE 2                             APPROX. 9.6 KM 2913046.7 |
 CP2659| CY3885 BROCK RM 2                           29.880 METERS 31440     |
 CP2659|---------------------------------------------------------------------|
 CP2659
 CP2659                          SUPERSEDED SURVEY CONTROL
 CP2659
 CP2659  NAD 83(1986)-  32 12 52.51801(N)    090 27 43.10178(W) AD(       ) 3
 CP2659  NAD 27      -  32 12 51.98100(N)    090 27 42.75600(W) AD(       ) 3
 CP2659
 CP2659.Superseded values are not recommended for survey control.
 CP2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2659.See file dsdata.txt to determine how the superseded data were derived.
 CP2659
 CP2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3920467047(NAD 83)
 CP2659_MARKER: DS = TRIANGULATION STATION DISK
 CP2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2659
 CP2659  HISTORY     - Date     Condition        Report By
 CP2659  HISTORY     - 1948     MONUMENTED       CGS
 CP2659  HISTORY     - 1957     GOOD             CGS
 CP2659  HISTORY     - 1961     GOOD             MSHD
 CP2659  HISTORY     - 1977     GOOD             MSHD
 CP2659
 CP2659                          STATION DESCRIPTION
 CP2659
 CP2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2659'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF RAYMOND, 0.2
 CP2659'MILE EAST OF STATE HIGHWAY 18, AND ON LAND OWNED BY MR. C.R.
 CP2659'BROCK.  IT IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2659'BROCK HOME, AND 6 FEET EAST OF A WITNESS POST.  THE MARK
 CP2659'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BROCK 1948.
 CP2659'
 CP2659'REFERENCE MARK NO. 1 IS 72.51 FEET SOUTH-SOUTHWEST OF THE
 CP2659'STATION, 6 FEET NORTH OF A GATE, AND 3 FEET WEST OF A FENCE.
 CP2659'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 CP2659'BROCK NO 1 1948.
 CP2659'
 CP2659'REFERENCE MARK NO. 2 IS 98.03 FEET NORTHWEST OF THE STATION
 CP2659'AND 25 FEET SOUTHWEST OF A 4-FOOT CHINABERRY TREE.  THE MARK
 CP2659'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BROCK NO 2 1948.
 CP2659'
 CP2659'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST-SOUTHWEST
 CP2659'OF THE STATION, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CP2659'2 FEET SOUTH OF A WITNESS POST, AND 6 INCHES EAST OF A FENCE.
 CP2659'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BROCK 1948.
 CP2659'
 CP2659'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN RAYMOND,
 CP2659'GO SOUTHWEST ON STATE HIGHWAY 18 FOR 3.8 MILES TO A SIDE ROAD
 CP2659'LEFT,* TURN LEFT AND GO 0.15 MILE TO A GATE ON THE LEFT, TURN
 CP2659'LEFT AND FOLLOW THE LANE FOR 0.2 MILE TO MR. BROCKS HOUSE AND
 CP2659'THE STATION.
 CP2659'
 CP2659'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWESTERLY
 CP2659'ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2659'
 CP2659'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CP2659
 CP2659                          STATION RECOVERY (1957)
 CP2659
 CP2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2659'THE STATION WAS VISITED 2-16-57 AND ALL MARKS WERE FOUND
 CP2659'IN GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 CP2659
 CP2659                          STATION RECOVERY (1961)
 CP2659
 CP2659'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2659'THE STATION WAS VISITED 9-19-61.  THE STATION, AZIMUTH MARK,
 CP2659'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2659'
 CP2659'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION
 CP2659'AND 1.0 FOOT EAST OF THE AZIMUTH MARK.
 CP2659'
 CP2659'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CP2659
 CP2659                          STATION RECOVERY (1977)
 CP2659
 CP2659'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2659'THE STATION WAS VISITED 7-27-77 AND THE STATION MARK, RM NO 1, RM NO
 CP2659'2 AND THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.  (NOTE) THE
 CP2659'HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.
 CP2659'
 CP2659'THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF RAYMOND, 0.2 MILE
 CP2659'SOUTHEAST OF STATE HIGHWAY 18 ON THE PROPERTY OF MR. TALMADGE BROCK
 CP2659'WHO LIVES ABOUT 0.2 MILE SOUTH OF THE STATION IN THE SOUTHWEST 1/4
 CP2659'OF SECTION 1, T 4N, R 3W.  IT IS 154 FEET NORTHWEST OF A POWER
 CP2659'POLE THAT IS ALSO ACTING AS A FENCE CORNER, 133 FEET NORTHEAST OF
 CP2659'THE CENTER OF THE ABANDONED ROAD, 125.5 FEET EAST OF AN 8 INCH
 CP2659'TWIN CEDAR, 88 FEET SOUTHEAST OF A 24 INCH CEDAR, 28 FEET WEST OF A
 CP2659'10 INCH ELM, 20.5 FEET NORTH-NORTHEAST OF A 14 INCH HACKBERRY, 17
 CP2659'FEET SOUTHWEST OF THE EDGE OF A 6 FOOT BANK, 1 FOOT SOUTH-SOUTHWEST
 CP2659'OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS A
 CP2659'TRIANGULATION DISK, STAMPED BROCK 1948.
 CP2659'
 CP2659'REFERENCE MARK NO 1 IS 72.51 FEET SOUTHWEST OF THE STATION.  IT IS
 CP2659'81 FEET NORTHEAST OF THE CENTER OF THE ABANDONED ROAD, 84 FEET
 CP2659'SOUTHEAST OF A 24 INCH CEDAR, 76.5 FEET EAST-SOUTHEAST OF AN 8 INCH
 CP2659'TWIN CEDAR, 54 FEET SOUTHWEST OF A 14 INCH HACKBERRY, 4 FEET NORTH
 CP2659'OF AN 8 INCH TWIN TREE WITH THORNS, 1 FOOT NORTHWEST OF A METAL
 CP2659'WITNESS POST AND IS FLUSH WITH THE GROUND.  IT IS A REFERENCE
 CP2659'MARK DISK, STAMPED BROCK NO 1 1948.
 CP2659'
 CP2659'REFERENCE MARK NO 2 IS 98.03 FEET NORTHWEST OF THE STATION.  IT IS
 CP2659'150 FEET NORTHEAST OF THE CENTER OF THE ABANDONED ROAD, 41.5 FEET
 CP2659'NORTHEAST OF A 26 INCH CEDAR, 37.5 FEET NORTH OF A 12 INCH
 CP2659'CEDAR, 5 FEET SOUTHEAST OF A 14 INCH CEDAR AND PROJECTS 5 INCHES.
 CP2659'IT IS A REFERENCE MARK DISK, STAMPED BROCK NO 2 1948.
 CP2659'
 CP2659'THE AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT IS 94 FEET
 CP2659'SOUTHWEST OF A POWER POLE, 25.5 FEET NORTHWEST OF THE CENTER OF
 CP2659'HIGHWAY 18, 1 FOOT SOUTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A
 CP2659'METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS AN AZIMUTH MARK
 CP2659'DISK, STAMPED BROCK 1948.
 CP2659'
 CP2659'TO REACH THE STATION FROM THE WATER TANK IN RAYMOND GO SOUTHWEST ON
 CP2659'OLD HIGHWAY 18 FOR 1.8 MILES TO THE STATE HIGHWAY 18 BYPASS.  TURN
 CP2659'RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 18 FOR 2.15 MILES TO THE
 CP2659'JUNCTION OF WRIGHT ROAD.  TURN LEFT AND GO SOUTH ON WRIGHT ROAD
 CP2659'FOR 0.15 MILE TO A GAP ON THE LEFT.  TURN LEFT THROUGH THE GAP
 CP2659'AND GO SOUTHEAST ON AN ABANDONED ROAD FOR 0.15 MILE TO THE TOP OF
 CP2659'A HILL AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 CP2659'THE JUNCTION OF WRIGHT ROAD AND STATE HIGHWAY 18 GO SOUTHWEST
 CP2659'ON STATE HIGHWAY 18 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1650 ***********************************************************************
 EG1650  DESIGNATION -  BRODY
 EG1650  PID         -  EG1650
 EG1650  STATE/COUNTY-  MS/BENTON
 EG1650  USGS QUAD   -  CAMP HILL (1982)
 EG1650
 EG1650                         *CURRENT SURVEY CONTROL
 EG1650  ___________________________________________________________________
 EG1650* NAD 83(1993)-  34 55 40.37746(N)    089 04 53.27714(W)     ADJUSTED  
 EG1650* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 EG1650  ___________________________________________________________________
 EG1650  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EG1650  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG1650  HORZ ORDER  -  SECOND
 EG1650
 EG1650.The horizontal coordinates were established by classical geodetic methods
 EG1650.and adjusted by the National Geodetic Survey in May 1994.
 EG1650
 EG1650.The orthometric height was scaled from a topographic map.
 EG1650
 EG1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1650
 EG1650.The geoid height was determined by GEOID03.
 EG1650
 EG1650;                    North         East     Units Scale Factor Converg.
 EG1650;SPC MS E     -   601,900.941   277,329.688   MT  0.99995633   -0 08 31.4
 EG1650;SPC MS E     - 1,974,736.67    909,872.48   sFT  0.99995633   -0 08 31.4
 EG1650;SPC TN       -    70,399.290   318,478.161   MT  1.00007245   -1 48 14.4
 EG1650;SPC TN       -   230,968.34  1,044,873.77   sFT  1.00007245   -1 48 14.4
 EG1650;UTM  16      - 3,867,023.281   309,881.777   MT  1.00004550   -1 11 31.5
 EG1650
 EG1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1650!SPC MS E     -   0.99997357  x   0.99995633  =   0.99992990
 EG1650!SPC TN       -   0.99997357  x   1.00007245  =   1.00004601
 EG1650!UTM  16      -   0.99997357  x   1.00004550  =   1.00001906
 EG1650
 EG1650:                Primary Azimuth Mark                     Grid Az
 EG1650:SPC MS E     -  MALONE                                   000 54 13.9
 EG1650:SPC TN       -  MALONE                                   002 33 56.9
 EG1650:UTM  16      -  MALONE                                   001 57 14.0
 EG1650
 EG1650|---------------------------------------------------------------------|
 EG1650| PID    Reference Object                     Distance      Geod. Az  |
 EG1650|                                                           dddmmss.s |
 EG1650| EG1648 MALONE                              APPROX. 5.8 KM 0004542.5 |
 EG1650| EG1649 BENTON FIRE TOWER                   APPROX. 5.2 KM 0583719.5 |
 EG1650| CG3297 BRODY RM 1                           21.497 METERS 18519     |
 EG1650| CG3298 BRODY RM 2                           26.076 METERS 32220     |
 EG1650|---------------------------------------------------------------------|
 EG1650
 EG1650                          SUPERSEDED SURVEY CONTROL
 EG1650
 EG1650  NAD 83(1986)-  34 55 40.38857(N)    089 04 53.27670(W) AD(       ) 2
 EG1650  NAD 27      -  34 55 40.05832(N)    089 04 53.04178(W) AD(       ) 2
 EG1650
 EG1650.Superseded values are not recommended for survey control.
 EG1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1650.See file dsdata.txt to determine how the superseded data were derived.
 EG1650
 EG1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0988267023(NAD 83)
 EG1650_MARKER: DS = TRIANGULATION STATION DISK
 EG1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1650
 EG1650  HISTORY     - Date     Condition        Report By
 EG1650  HISTORY     - 1967     MONUMENTED       CGS
 EG1650
 EG1650                          STATION DESCRIPTION
 EG1650
 EG1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1650'STATION IS ABOUT 10.5 MILES WEST OF WALNUT, 8 MILES NORTHEAST OF
 EG1650'ASHLAND, 1.5 MILES
 EG1650'SOUTH OF U S HIGHWAY 72, ON THE HIGHEST POINT OF A
 EG1650'TIMBER COVERED HILL AND ON PROPERTY
 EG1650'OWNED BY THE HOLLY SPRINGS
 EG1650'NATIONAL FOREST.
 EG1650'
 EG1650'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 72 AND STATE
 EG1650'HIGHWAY 15 AT THE
 EG1650'NORTH EDGE OF WALNUT, GO WEST ON U S HIGHWAY 72 FOR
 EG1650'9.1 MILES TO A CROSSROAD.  TURN LEFT
 EG1650'AND GO SOUTHERLY ON A DIRT ROAD
 EG1650'FOR 1.25 MILES TO A DIAGONAL CROSSROAD.  TURN RIGHT AND
 EG1650'GO WEST ON A DIRT
 EG1650'ROAD FOR 1.2 MILES TO A 3-WAY FORK.  KEEP THE MIDDLE FORK AND
 EG1650'CONTINUE WEST ON THE
 EG1650'DIRT ROAD FOR 0.05 MILE TO A REVERSE Y-FORK AT
 EG1650'THE TOP OF A HILL.  TURN SHARP RIGHT
 EG1650'AND GO NORTHEAST ON A WOODS ROAD
 EG1650'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 EG1650'
 EG1650'STATION MARKS ARE STANDARD DISKS STAMPED BRODY 1966.  THE SURFACE
 EG1650'DISK IS SET IN THE
 EG1650'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EG1650'PROJECTS 6 INCHES.  IT IS 43
 EG1650'FEET SOUTH OF A 16 INCH PINE TREE, 42
 EG1650'FEET EAST OF THE CENTER OF THE WOODS ROAD, 27
 EG1650'FEET NORTHEAST OF A 11
 EG1650'INCH PINE TREE, 20 FEET WEST OF A 14 INCH PINE TREE AND 3.5 FEET
 EG1650'WEST OF A METAL
 EG1650'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EG1650'MASS OF CONCRETE 42 INCHES
 EG1650'BELOW THE GROUND SURFACE.
 EG1650'
 EG1650'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BRODY NO 1 1966, IS SET
 EG1650'IN THE TOP OF A 12
 EG1650'INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EG1650'4 INCHES.  IT IS 55 FEET SOUTHEAST OF
 EG1650'THE 11 INCH PINE TREE, 43 FEET
 EG1650'NORTHEAST OF THE CENTER OF THE WOODS ROAD AND 2 FEET
 EG1650'NORTH OF A METAL
 EG1650'WITNESS POST.
 EG1650'
 EG1650'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BRODY NO 2 1966, IS SET
 EG1650'IN THE TOP OF A 12
 EG1650'INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EG1650'4 INCHES.  IT IS 25 FEET NORTH OF A
 EG1650'12 INCH PINE TREE, 15 FEET
 EG1650'SOUTHEAST OF A 14 INCH PINE TREE, 11 FEET SOUTHWEST OF
 EG1650'THE CENTER OF THE
 EG1650'WOODS ROAD AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 EG1650'
 EG1650'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 EG1650'
 EG1650'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1773 ***********************************************************************
 BV1773  FBN         -  This is a Federal Base Network Control Station.
 BV1773  DESIGNATION -  BRONSOM
 BV1773  PID         -  BV1773
 BV1773  STATE/COUNTY-  MS/MARION
 BV1773  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1773
 BV1773                         *CURRENT SURVEY CONTROL
 BV1773  ___________________________________________________________________
 BV1773* NAD 83(2007)-  31 17 44.50882(N)    089 48 56.37734(W)     ADJUSTED  
 BV1773* NAVD 88     -        75.6    (meters)     248.     (feet)  GPS OBS   
 BV1773  ___________________________________________________________________
 BV1773  EPOCH DATE  -        2002.00
 BV1773  X           -      17,550.765 (meters)                     COMP
 BV1773  Y           -  -5,455,046.928 (meters)                     COMP
 BV1773  Z           -   3,293,976.987 (meters)                     COMP
 BV1773  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BV1773  ELLIP HEIGHT-          48.816 (meters)          (02/10/07) ADJUSTED
 BV1773  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BV1773
 BV1773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1773  Type    PID    Designation                      North   East  Ellip
 BV1773  -------------------------------------------------------------------
 BV1773  NETWORK BV1773 BRONSOM                           0.22   0.22   0.71
 BV1773  -------------------------------------------------------------------
 BV1773
 BV1773.This mark is at Columbia-Marion County Airport (0R0)
 BV1773
 BV1773.The horizontal coordinates were established by GPS observations
 BV1773.and adjusted by the National Geodetic Survey in February 2007.
 BV1773
 BV1773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1773.The horizontal coordinates are valid at the epoch date displayed above.
 BV1773.The epoch date for horizontal control is a decimal equivalence
 BV1773.of Year/Month/Day.
 BV1773
 BV1773.The orthometric height was determined by GPS observations and a
 BV1773.high-resolution geoid model.
 BV1773
 BV1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1773
 BV1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1773
 BV1773.The ellipsoidal height was determined by GPS observations
 BV1773.and is referenced to NAD 83.
 BV1773
 BV1773.The geoid height was determined by GEOID03.
 BV1773
 BV1773;                    North         East     Units Scale Factor Converg.
 BV1773;SPC MS W     -   199,175.259   749,284.606   MT  0.99997995   +0 16 08.1
 BV1773;SPC MS W     -   653,460.83  2,458,277.91   sFT  0.99997995   +0 16 08.1
 BV1773;UTM  16      - 3,465,795.922   231,982.981   MT  1.00048612   -1 27 48.5
 BV1773
 BV1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1773!SPC MS W     -   0.99999233  x   0.99997995  =   0.99997228
 BV1773!UTM  16      -   0.99999233  x   1.00048612  =   1.00047845
 BV1773
 BV1773:                Primary Azimuth Mark                     Grid Az
 BV1773:SPC MS W     -  BRONSOM AZ MK                            059 22 33.2
 BV1773:UTM  16      -  BRONSOM AZ MK                            061 06 29.8
 BV1773
 BV1773|---------------------------------------------------------------------|
 BV1773| PID    Reference Object                     Distance      Geod. Az  |
 BV1773|                                                           dddmmss.s |
 BV1773| BV1774 BRONSOM AZ MK                       APPROX. 0.8 KM 0593841.3 |
 BV1773|---------------------------------------------------------------------|
 BV1773
 BV1773                          SUPERSEDED SURVEY CONTROL
 BV1773
 BV1773  ELLIP H (09/12/01)   48.806  (m)                       GP(       ) 3 1
 BV1773  ELLIP H (07/24/97)   48.784  (m)                       GP(       ) 2 1
 BV1773  ELLIP H (12/21/93)   48.931  (m)                       GP(       ) 4 1
 BV1773  ELLIP H (01/21/93)   48.931  (m)                       GP(       ) 4 2
 BV1773  ELLIP H (09/04/92)   48.931  (m)                       GP(       ) 3 1
 BV1773  NAD 83(1993)-  31 17 44.50856(N)    089 48 56.37663(W) AD(       ) A
 BV1773  ELLIP H (07/31/92)   48.931  (m)                       GP(       ) 1 1
 BV1773  NAD 83(1986)-  31 17 44.52636(N)    089 48 56.37768(W) AD(       ) 3
 BV1773  NAD 27      -  31 17 43.89366(N)    089 48 56.09209(W) AD(       ) 3
 BV1773  NGVD 29 (04/29/99)   75.591  (m)          248.00   (f) ADJUSTED    2 1
 BV1773
 BV1773.Superseded values are not recommended for survey control.
 BV1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1773.See file dsdata.txt to determine how the superseded data were derived.
 BV1773
 BV1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3198365796(NAD 83)
 BV1773_MARKER: DH = HORIZONTAL CONTROL DISK
 BV1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1773_SP_SET: CONCRETE POST
 BV1773_STAMPING: BRONSOM 1986
 BV1773_MARK LOGO: NGS   
 BV1773_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1773+STABILITY: SURFACE MOTION
 BV1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1773+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 BV1773
 BV1773  HISTORY     - Date     Condition        Report By
 BV1773  HISTORY     - 1986     MONUMENTED       NGS
 BV1773  HISTORY     - 1986     GOOD             NGS
 BV1773  HISTORY     - 1987     GOOD             NGS
 BV1773  HISTORY     - 19880301 GOOD
 BV1773  HISTORY     - 19880630 GOOD             NGS
 BV1773  HISTORY     - 19900309 GOOD             NGS
 BV1773  HISTORY     - 19920203 GOOD             NGS
 BV1773  HISTORY     - 19920217 GOOD             LADTD
 BV1773  HISTORY     - 19921119 GOOD             MSHD
 BV1773  HISTORY     - 19930524 GOOD
 BV1773  HISTORY     - 19940220 GOOD             NOS
 BV1773  HISTORY     - 19940620 GOOD             LADTD
 BV1773  HISTORY     - 19980213 GOOD             NGS
 BV1773  HISTORY     - 20000801 GOOD             NGS
 BV1773  HISTORY     - 20070317 GOOD             MSSU
 BV1773
 BV1773                          STATION DESCRIPTION
 BV1773
 BV1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 BV1773'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 BV1773'NORTH OF COLUMBIA, AT THE MARION COUNTY AIRPORT.
 BV1773'OWNERSHIP--COLUMBIA-MARION COUNTY, C/O AIRPORT MANAGER DONALD E.
 BV1773'BRONSOM, CITY OF COLUMBIA AND MARION COUNTY, CITY HALL, COLUMBIA MS
 BV1773'39429.  PHONE (601) 736-9295.
 BV1773'
 BV1773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 35,
 BV1773'AT THE NORTH EDGE OF COMUMBIA, GO NORTHEAST FOR
 BV1773'3.4 KM (2.1 MI) ON HIGHWAY 35 TO A CROSSROAD (OLD HIGHWAY 35).
 BV1773'TURN RIGHT AND GO SOUTH FOR 2.3 KM (1.4 MI) ON OLD HIGHWAY 35 TO A
 BV1773'SIDE ROAD ON THE LEFT.
 BV1773'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD TO A
 BV1773'SIDE ROAD ON THE LEFT TO THE AIRPORT.
 BV1773'TURN LEFT AND GO NORTHEAST FOR 0.3 KM (0.2 MI) ON THE ROAD TO THE
 BV1773'FENCE AND OFFICE BUILDING ON THE LEFT.  CONTINUE AHEAD ON THE PAVED
 BV1773'ROAD AROUND BACK OF HANGARS FOR 0.5 KM (0.3 MI) TO RAMP LEADING TO
 BV1773'RUNWAY.  CONTINUE STRAIGHT AHEAD ON TAXIWAY FOR 0.1 KM (0.05 MI) TO
 BV1773'RUNWAY AND STATION DIRECTLY ACROSS RUNWAY.
 BV1773'
 BV1773'THE STATION IS A STANDARD NGS DISK
 BV1773'STAMPED---BRONSOM 1986---,
 BV1773'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BV1773'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 BV1773'183 METERS (600 FT) NORTH-NORTHEAST FROM THE END OF RUNWAY 5,
 BV1773'49.6 METERS (162.6 FT) SOUTH FROM THE WINDSOCK POLE,
 BV1773'31.7 METERS (104.0 FT) NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY,
 BV1773'31.2 METERS (102.5 FT) NORTH-NORTHWEST FROM THE THIRD RUNWAY LIGHT
 BV1773'NORTHEAST OF RUNWAY END 5,
 BV1773'1.5 METERS (0.45 FT) NORTHEAST FROM A CARSONITE WITNESS POST AND ON
 BV1773'THE EXTENDED CENTER LINE OF TAXIWAY ACROSS RUNWAY FROM THE STATION.
 BV1773'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BV1773'STAMPED---BRONSOM 1986---,
 BV1773'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BV1773'
 BV1773'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 BV1773
 BV1773                          STATION RECOVERY (1986)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BV1773'RECOVERED IN GOOD CONDITION.
 BV1773
 BV1773                          STATION RECOVERY (1987)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 BV1773'THE STATION WAS RECOVERED AT THIS DATE IN GOOD CONDITION.
 BV1773'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS DATE.
 BV1773'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTH
 BV1773'OF COLUMBIA, AT THE COLUMBIA - MARION COUNTY AIRPORT, ON THE
 BV1773'NORTHWEST SIDE OF RUNWAY 5/23, NEAR THE WINDSOCK.
 BV1773'OWNERSHIP -- COUNTY OF MARION/CITY OF COLUMBIA MS 39429,
 BV1773'PHONE 601-736-9295.
 BV1773'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA
 BV1773'60 NORTH FOR 2.6 KM (1.6 MI) ON MAIN ST TO A PAVED ROAD RIGHT.
 BV1773'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON HARTFIELD
 BV1773'RD TO A T-JUNCTION.  TURN LEFT AND GO NORTH FOR 1.3 KM
 BV1773'(0.8 MI) ON OLD HIGHWAY 35 TO A PAVED ROAD RIGHT.  TURN
 BV1773'RIGHT AND GO EAST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD
 BV1773'TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.2
 BV1773'KM (0.15 MI) ON THE PAVED ROAD TO A FENCE AND AIRPORT
 BV1773'OFFICE ON LEFT.  PASS THROUGH FENCE, CONTINUE AHEAD AND GO
 BV1773'EASTERLY THEN NORTHWEST FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD
 BV1773'TO A TAXIWAY.  CONTINUE AHEAD AND GO NORTHWEST FOR 0.2 KM
 BV1773'(0.1 MI) ON THE TAXIWAY TO A RUNWAY 5/23.  CONTINUE STRAIGHT
 BV1773'AHEAD AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ACROSS RUNWAY
 BV1773'AND ON GRASS TO THE STATION, ON THE PROLONGATION OF
 BV1773'TAXIWAY CENTERLINE.
 BV1773'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL
 BV1773'DISK STAMPED--- BRONSOM 1986 ---, SET INTO THE TOP
 BV1773'OF R R-A ROUND CONCRETE MONUMENT/S-A SQUARE CONCRETE
 BV1773'MONUMENT/ I-AN IRREGULAR MASS OF CONCRETE/
 BV1773'P-A METAL PIPE 30 CM ON SIDE F F-FLUSH WITH GROUND.
 BV1773'LOCATED 49.83 METERS (16.20 FEET) SOUTH FROM THE WENDSOCK
 BV1773'POLE, 32.00 METERS (105.0 FEET) NORTHWEST FROM THE
 BV1773'NORTHWEST EDGE OF RUNWAY AND 31.24 METERS (102.5 FEET)
 BV1773'NORTH NORTHWEST FROM THE THIRD WHITE RUNWAY LIGHT
 BV1773'ON THE NORTHWEST SIDE OF RUNWAY THAT IS NORTHEAST OF
 BV1773'SOUTHWEST END OF RUNWAY.  THE 1986 DESCRIPTION
 BV1773'INDICATES AN UNDERGROUND DISK.
 BV1773'TI4100 GPS SURVEY FOR EASTERN UNITED STATES STRAIN NETWORK.
 BV1773'
 BV1773'THE STATION SUITABLE FOR GPS SURVEYS.
 BV1773'
 BV1773'*
 BV1773
 BV1773                          STATION RECOVERY (1988)
 BV1773
 BV1773'RECOVERED 1988
 BV1773'RECOVERED IN GOOD CONDITION.
 BV1773
 BV1773                          STATION RECOVERY (1988)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BV1773'THIS STATION IS LOCATED ABOUT MID FIELD.  IT IS ON THE NORTH SIDE OF
 BV1773'THE RUNWAY.  DIRECTLY ON THE PROJECTED CENTERLINE OF A TAXIWAY, 162 FT
 BV1773'(49.4 M) SOUTH OF A WINDSOCK, 104 FEET (31.7 M) NORTHWEST OF THE
 BV1773'NORTHWEST EDGE OF THE RUNWAY, 102 FT (31.1 M) NORTHWEST OF THE FIFTH
 BV1773'RUNWAY LIGHT.  IT IS A STANDARD NGS BRASS DISK MOUNTED FLUSH WITH THE
 BV1773'GROUND STAMPED BRONSOM 1986.
 BV1773
 BV1773                          STATION RECOVERY (1990)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BV1773'RECOVERED IN GOOD CONDITION.
 BV1773
 BV1773                          STATION RECOVERY (1992)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BV1773'0.8 KM (0.50 MI) NORTHERLY ALONG MAIN STREET (STATE HIGHWAY 13) FROM
 BV1773'THE COUNTY COURTHOUSE IN COLUMBIA, THENCE 0.1 KM (0.05 MI) EASTERLY
 BV1773'ALONG LAFAYETTE STREET, THENCE 4.0 KM (2.50 MI) NORTHEASTERLY ALONG
 BV1773'MARION AVENUE, THENCE 0.4 M (1.3 FT) EASTERLY ALONG AIRPORT ROAD,
 BV1773'THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG AN AIRPORT ENTRANCE ROAD,
 BV1773'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG A PAVED ROAD AND TAXIWAY,
 BV1773'THENCE 0.1 M (0.3 FT) WEST ACROSS A RUNWAY AND FIELD, 183.0 M (600.4
 BV1773'FT) NORTH-NORTHEAST OF THE END OF RUNWAY NUMBER 5, 49.6 M (162.7 FT)
 BV1773'SOUTH OF AN AIRPORT WIND SOCK SUPPORT POLE, 31.7 M (104.0 FT)
 BV1773'NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 31.2 M (102.4 FT)
 BV1773'NORTH-NORTHWEST OF THE THIRD RUNWAY LIGHT NORTHEAST OF THE END OF
 BV1773'RUNWAY NUMBER 5, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE RUNWAY, 0.5 M
 BV1773'(1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.02
 BV1773'M (0.07 FT) ABOVE THE GROUND SURFACE.
 BV1773
 BV1773                          STATION RECOVERY (1992)
 BV1773
 BV1773'RECOVERY NOTE BY LA TRANSP AND DEV 1992
 BV1773'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF COLUMBIA, AT THE
 BV1773'MARION COUNTY AIRPORT.  OWNERSHIP--COLUMBIA-MARION COUNTY, C/O
 BV1773'AIRPORT MANAGER DONALD E. BRANSOM, CITY OF COLUMBIA AND MARION
 BV1773'COUNTY, CITY HALL, COLUMBIA MS 39429, AIRPORT PHONE
 BV1773'601-736-9295--HOME PHONE 601-736-2044.
 BV1773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 35, AT
 BV1773'THE NORTH EDGE OF COLUMBIA, GO NORTHEAST FOR 2.1 MI (3.4 KM) ON
 BV1773'HIGHWAY 35 TO A CROSSROADS (OLD HIGHWAY 35), TURN RIGHT AND GO SOUTH
 BV1773'FOR 1.4 MI (2.3 KM) ON OLD HIGHWAY 35 TO THE JUNCTION WITH AIRPORT
 BV1773'ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.25 MI (0.40 KM) ON
 BV1773'AIRPORT ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND
 BV1773'GO NORTHEAST FOR 0.2 MI (0.3 KM) ON THE PAVED ROAD TO A FENCE AND
 BV1773'OFFICE BUILDING ON THE LEFT, CONTINUE AHEAD FOR 0.3 MI (0.5 KM) ON
 BV1773'THE PAVED ROAD AROUND BACK OF HANGARS TO A RAMP LEADING TO THE
 BV1773'RUNWAY, CONTINUE AHEAD FOR 0.05 MI (0.08 KM) ON THE TAXIWAY TO THE
 BV1773'STATION SET DIRECTLY ACROSS THE RUNWAY.
 BV1773'THE STATION IS APPROXIMATLY 600 FT (182.9 M) NORTH-NORTHEAST FROM THE
 BV1773'END OF RUNWAY 5, 162.5 FT (49.5 M) SOUTH FROM THE WINDSOCK POLE,
 BV1773'104.0 FT (31.7 M) NORTHWEST FROM THE NORTHWEST EDGE OF THE RUNWAY,
 BV1773'102.5 FT (31.2 M) NORTH-NORTHWEST FROM THE THIRD RUNWAY LIGHT
 BV1773'NORTHEAST OF RUNWAY END 5, 1.5 FT (0.5 M) NORTHEAST FROM A FIBERGLASS
 BV1773'WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 BV1773'RUNWAY.
 BV1773
 BV1773                          STATION RECOVERY (1992)
 BV1773
 BV1773'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1773'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF COLUMBIA, AT THE
 BV1773'MARION COUNTY AIRPORT, OWNERSHIP--COLUMBIA-MARION COUNTY, C/O AIRPORT
 BV1773'MANAGER, CITY HALL, COLUMBIA, MS 39429. PHONE 601 736-9295.
 BV1773'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 35, IN THE NORTH
 BV1773'EDGE OF COLUMBIA, GO NORTHEAST ON STATE HIGHWAY 35 FOR 2.1 MI
 BV1773'(3.4 KM) TO A CROSSROAD (OLD HIGHWAY 35), TURN RIGHT AND GO SOUTH ON
 BV1773'OLD HIGHWAY 35 FOR 1.4 MI (2.3 KM) TO A SIDE ROAD ON THE LEFT, TURN
 BV1773'LEFT AND GO EAST ON AIRPORT ROAD FOR 0.25 MI (0.40 KM) TO A SIDE ROAD
 BV1773'ON THE LEFT, TURN LEFT AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO
 BV1773'AIRPORT OFFICE AND FIELD ENTRANCE, CONTINUE AHEAD ON PAVED ROAD
 BV1773'AROUND BACK OF HANGERS FOR 0.3 MI (0.5 KM) TO RAMP LEADING TO
 BV1773'TAXIWAY, CONTINUE STRAIGHT AHEAD ON TAXIWAY FOR 0.05 MI (0.08 KM) TO
 BV1773'RUNWAY AND STATION DIRECTLY ACROSS RUNWAY.
 BV1773'STATION IS A STANDARD NGS DISK, STAMPED---BRONSOM 1986---SET IN THE
 BV1773'TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS 600.0
 BV1773'FT (182.9 M) NORTH NORTHEAST FROM RUNWAY END 5, 162.2 FT (49.4 M)
 BV1773'SOUTH OF THE WINDSOCK POLE, 104.0 FT (31.7 M) NORTHWEST OF THE
 BV1773'NORTHWEST EDGE OF RUNWAY, 102.5 FT (31.2 M) NORTH NORTHWEST OF THE
 BV1773'THIRD RUNWAY LIGHT NORTHEAST OF RUNWAY END 5, 0.5 FT (15.2 CM)
 BV1773'NORTHEAST OF A CARSONITE WITNESS POST AND ON THE EXTENDED CENTER LINE
 BV1773'OF TAXIWAY ACROSS RUNWAY FORM STATION.
 BV1773
 BV1773                          STATION RECOVERY (1993)
 BV1773
 BV1773'RECOVERED 1993
 BV1773'RECOVERED IN GOOD CONDITION.
 BV1773
 BV1773                          STATION RECOVERY (1994)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 BV1773'RECOVERED AS DESCRIBED.
 BV1773
 BV1773                          STATION RECOVERY (1994)
 BV1773
 BV1773'RECOVERY NOTE BY LA TRANSP AND DEV 1994 (SLC)
 BV1773'RECOVERED AS DESCRIBED.
 BV1773
 BV1773                          STATION RECOVERY (1998)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BV1773'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTH OF COLUMBIA, AT
 BV1773'THE COLUMBIA-MARION COUNTY AIRPORT, NEAR THE LIGHTED WINDSOCK AND IN
 BV1773'LINE WITH THE CENTERLINE OF THE 3RD TAXI/RAMP NORTHEAST OF RUNWAY END
 BV1773'05.  OWNERSHIP--COLUMBIA-MARION COUNTY, CITY HALL, COLUMBIA MS 39429.
 BV1773'AIRPORT ADDRESS IS 151 AIRPORT ROAD, COLUMBIA MS 39429. AIRPORT
 BV1773'MANAGER IS DON BRONSOM, PHONE 601-736-9295.  TO REACH THE STATION FROM
 BV1773'THE JUNCTION OF STATE HIGHWAYS 13 AND 35 NEAR THE NORTH EDGE OF
 BV1773'COLUMBIA, GO NORTHEAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 35 TO AIRPORT
 BV1773'RD ON THE RIGHT.  TURN RIGHT, SOUTHEASTERLY FOR 0.8 KM (0.50 MI) ON
 BV1773'THE GRAVEL AIRPORT ROAD TO A T-JUNCTION WITH OLD HIGHWAY 35.  TURN
 BV1773'RIGHT, SOUTHWEST FOR ABOUT 48.0 M (157.5 FT) TO A PAVED ROAD LEFT.
 BV1773'TURN LEFT, EAST FOR 0.4 KM (0.25 MI) ON THE ROAD TO AIRPORT ENTRANCE
 BV1773'ROAD ON THE LEFT.  BEAR LEFT, NORTHEAST FOR 0.16 KM (0.10 MI) ON THE
 BV1773'ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE LEFT. CONTINUE AHEAD FOR
 BV1773'0.5 KM (0.30 MI) ON PAVED ROAD AROUND BACK OF ALL HANGARS TO A
 BV1773'TAXI/RAMP.  CONTINUE NORTHWEST FOR 0.08 KM (0.05 MI) ON TAXI/RAMP AND
 BV1773'ACROSS MAIN TAXI TO THE RUNWAY AND THE STATION STRAIGHT AHEAD ACROSS
 BV1773'RUNWAY.  STATION IS 182.9 M (600.1 FT) NORTH-NORTHEAST OF RUNWAY END
 BV1773'05, 49.4 M (162.1 FT) SOUTH OF THE WINDSOCK POLE, 42.6 M (139.8 FT)
 BV1773'NORTHWEST OF THE CENTER OF RUNWAY, 31.2 M (102.4 FT) NORTH-NORTHWEST
 BV1773'OF THE 3RD RUNWAY LIGHT NORTHEAST OF RUNWAY END 05, 0.4 M (1.3 FT)
 BV1773'EAST-NORTHEAST OF A WITNESS POST, ABOUT 1.0 M (3.3 FT) ABOVE THE
 BV1773'RUNWAY LEVEL AND FLUSH WITH GROUND.
 BV1773
 BV1773                          STATION RECOVERY (2000)
 BV1773
 BV1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1773'RECOVERED AS DESCRIBED.
 BV1773
 BV1773                          STATION RECOVERY (2007)
 BV1773
 BV1773'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (SMM)
 BV1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1774 ***********************************************************************
 BV1774  DESIGNATION -  BRONSOM AZ MK
 BV1774  PID         -  BV1774
 BV1774  STATE/COUNTY-  MS/MARION
 BV1774  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1774
 BV1774                         *CURRENT SURVEY CONTROL
 BV1774  ___________________________________________________________________
 BV1774* NAD 83(1993)-  31 17 57.45542(N)    089 48 30.63765(W)     ADJUSTED  
 BV1774* NAVD 88     -        79.0    (meters)     259.     (feet)  VERTCON   
 BV1774  ___________________________________________________________________
 BV1774  X           -      18,230.816 (meters)                     COMP
 BV1774  Y           -  -5,454,840.658 (meters)                     COMP
 BV1774  Z           -   3,294,319.586 (meters)                     COMP
 BV1774  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BV1774  ELLIP HEIGHT-          52.443 (meters)          (05/13/94) ADJUSTED
 BV1774  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV1774  HORZ ORDER  -  THIRD
 BV1774  ELLP ORDER  -  FOURTH    CLASS I
 BV1774
 BV1774.This mark is at Columbia-Marion County Airport (0R0)
 BV1774
 BV1774.The horizontal coordinates were established by GPS observations
 BV1774.and adjusted by the National Geodetic Survey in May 1994.
 BV1774
 BV1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1774
 BV1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1774
 BV1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1774
 BV1774.The ellipsoidal height was determined by GPS observations
 BV1774.and is referenced to NAD 83.
 BV1774
 BV1774.The geoid height was determined by GEOID03.
 BV1774
 BV1774;                    North         East     Units Scale Factor Converg.
 BV1774;SPC MS W     -   199,577.200   749,963.419   MT  0.99998078   +0 16 21.6
 BV1774;SPC MS W     -   654,779.53  2,460,504.98   sFT  0.99998078   +0 16 21.6
 BV1774;UTM  16      - 3,466,177.348   232,673.983   MT  1.00048155   -1 27 35.7
 BV1774
 BV1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1774!SPC MS W     -   0.99999176  x   0.99998078  =   0.99997255
 BV1774!UTM  16      -   0.99999176  x   1.00048155  =   1.00047331
 BV1774
 BV1774:                Primary Azimuth Mark                     Grid Az
 BV1774:SPC MS W     -  BRONSOM                                  239 22 33.1
 BV1774:UTM  16      -  BRONSOM                                  241 06 30.4
 BV1774
 BV1774|---------------------------------------------------------------------|
 BV1774| PID    Reference Object                     Distance      Geod. Az  |
 BV1774|                                                           dddmmss.s |
 BV1774| BV1773 BRONSOM                             APPROX. 0.8 KM 2393854.7 |
 BV1774|---------------------------------------------------------------------|
 BV1774
 BV1774                          SUPERSEDED SURVEY CONTROL
 BV1774
 BV1774  NAD 83(1993)-  31 17 57.46727(N)    089 48 30.65140(W) AD(       ) 3
 BV1774  ELLIP H (01/21/93)   52.674  (m)                       GP(       ) 4 2
 BV1774  NAD 83(1986)-  31 17 57.47150(N)    089 48 30.63407(W) AD(       ) 3
 BV1774  NAD 27      -  31 17 56.83913(N)    089 48 30.34919(W) AD(       ) 3
 BV1774  NGVD 29 (09/20/88)   79.0    (m)          259.     (f) GPS OBS     3  
 BV1774
 BV1774.Superseded values are not recommended for survey control.
 BV1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1774.See file dsdata.txt to determine how the superseded data were derived.
 BV1774
 BV1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3267466177(NAD 83)
 BV1774_MARKER: DT = TOPOGRAPHIC STATION DISK
 BV1774_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BV1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1774_STAMPING: BRONSOM AZ MK 1986
 BV1774_MARK LOGO: NGS   
 BV1774_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BV1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1774+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2008
 BV1774
 BV1774  HISTORY     - Date     Condition        Report By
 BV1774  HISTORY     - 1986     MONUMENTED       NGS
 BV1774  HISTORY     - 19880229 GOOD
 BV1774  HISTORY     - 19880630 GOOD             NGS
 BV1774  HISTORY     - 20080330 GOOD             MSSU
 BV1774
 BV1774                          STATION DESCRIPTION
 BV1774
 BV1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 BV1774'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 BV1774'NORTH OF COLUMBIA AT THE MARION COUNTY AIRPORT.
 BV1774'OWNERSHIP--CITY OF COLUMBIA AND MARION COUNTY, C/O AIRPORT MANAGER
 BV1774'DONALD BRONSOM, CITY HALL, COLUMBIA MS 39429.  PHONE (601) 736-9295.
 BV1774'
 BV1774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND 35,
 BV1774'AT THE NORTH EDGE OF COLUMBIA, GO NORTHEAST FOR
 BV1774'3.4 KM (2.1 MI) ON HIGHWAY 35 TO A CROSSROAD.
 BV1774'TURN RIGHT AND GO SOUTH FOR 2.3 KM (1.4 MI) ON OLD HIGHWAY 35 TO A
 BV1774'SIDE ROAD ON THE LEFT.
 BV1774'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD TO A
 BV1774'SIDE ROAD LEFT TO AIRPORT.
 BV1774'TURN LEFT AND GO NORTHEAST FOR 0.3 KM (0.2 MI) ON PAVED ROAD TO A
 BV1774'FENCE AND OFFICE BUILDING ON THE LEFT.  CONTINUE AHEAD ON PAVED
 BV1774'ROAD AROUND BACK OF HANGARS FOR 0.5 KM (0.3 MI) TO TAXIWAY LEADING
 BV1774'TO RUNWAY.  CONTINUE AHEAD ON TAXIWAY FOR 0.1 KM (0.05 MI) TO
 BV1774'RUNWAY.  TURN RIGHT AND GO NORTHEAST ON RUNWAY FOR 0.7 KM (0.45 MI)
 BV1774'TO OLD RUNWAY END TURN-OUT AND STATION.
 BV1774'
 BV1774'THE STATION IS A STANDARD NGS DISK
 BV1774'STAMPED---BRONSOM 1986---,
 BV1774'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BV1774'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BV1774'274 METERS (900 FT) SOUTHWEST FROM THE RUNWAY 23,
 BV1774'27.7 METERS (91.0 FT) SOUTHEAST FROM THE SOUTH EDGE OF THE RUNWAY,
 BV1774'26.5 METERS (87.0 FT) SOUTHEAST FROM THE FOURTH RUNWAY LIGHT
 BV1774'SOUTHWEST OF RUNWAY END 23,
 BV1774'4.5 METERS (18.0 FT) SOUTHEAST FROM AND ON THE EXTENDED PLANE OF
 BV1774'THE NORTHEAST EDGE OF TURNOUT AREA, AND
 BV1774'0.45 METERS (1.5 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 BV1774'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BV1774'STAMPED---BRONSOM 1986---,
 BV1774'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BV1774'
 BV1774'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 BV1774
 BV1774                          STATION RECOVERY (1988)
 BV1774
 BV1774'RECOVERED 1988
 BV1774'RECOVERED IN GOOD CONDITION.
 BV1774
 BV1774                          STATION RECOVERY (1988)
 BV1774
 BV1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BV1774'THIS STATION IS LOCATED AT THE NORTH END OF THE FIELD.  IT IS LOCATED
 BV1774'87.0 FEET (26.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY. 18.3
 BV1774'FEET (5.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A RUN UP PAD. IT IS A
 BV1774'STANDARD NGS TOPO DISK STAMPED BRONSOM AZ MK 1986 MOUNTED FLUSH WITH
 BV1774'THE GROUND.
 BV1774
 BV1774                          STATION RECOVERY (2008)
 BV1774
 BV1774'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JLD)
 BV1774'MARKER WAS FOUND IN GOOD STANDING AT THE NORTH END OF THE
 BV1774'COLUMBIA-MARION COUNTY AIRPORT BETWEEN THE RUNWAY AND THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0716 ***********************************************************************
 DJ0716  DESIGNATION -  BROOK
 DJ0716  PID         -  DJ0716
 DJ0716  STATE/COUNTY-  MS/NOXUBEE
 DJ0716  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0716
 DJ0716                         *CURRENT SURVEY CONTROL
 DJ0716  ___________________________________________________________________
 DJ0716* NAD 83(1993)-  33 11 26.26915(N)    088 34 03.08624(W)     ADJUSTED  
 DJ0716* NAVD 88     -        75.177  (meters)     246.64   (feet)  ADJUSTED  
 DJ0716  ___________________________________________________________________
 DJ0716  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DJ0716  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ0716  DYNAMIC HT  -          75.095 (meters)     246.37  (feet)  COMP
 DJ0716  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DJ0716
 DJ0716  HORZ ORDER  -  SECOND
 DJ0716  VERT ORDER  -  SECOND    CLASS 0
 DJ0716
 DJ0716.The horizontal coordinates were established by classical geodetic methods
 DJ0716.and adjusted by the National Geodetic Survey in May 1994.
 DJ0716
 DJ0716.The orthometric height was determined by differential leveling
 DJ0716.and adjusted in June 1991.
 DJ0716
 DJ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0716
 DJ0716.The geoid height was determined by GEOID03.
 DJ0716
 DJ0716.The dynamic height is computed by dividing the NAVD 88
 DJ0716.geopotential number by the normal gravity value computed on the
 DJ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0716.degrees latitude (g = 980.6199 gals.).
 DJ0716
 DJ0716.The modeled gravity was interpolated from observed gravity values.
 DJ0716
 DJ0716;                    North         East     Units Scale Factor Converg.
 DJ0716;SPC MS E     -   409,211.857   324,785.981   MT  0.99995757   +0 08 43.8
 DJ0716;SPC MS E     - 1,342,555.90  1,065,568.67   sFT  0.99995757   +0 08 43.8
 DJ0716;UTM  16      - 3,673,514.953   353,876.788   MT  0.99986326   -0 51 29.7
 DJ0716
 DJ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0716!SPC MS E     -   0.99999267  x   0.99995757  =   0.99995024
 DJ0716!UTM  16      -   0.99999267  x   0.99986326  =   0.99985593
 DJ0716
 DJ0716|---------------------------------------------------------------------|
 DJ0716| PID    Reference Object                     Distance      Geod. Az  |
 DJ0716|                                                           dddmmss.s |
 DJ0716| DJ0718 BROOK RM 1                           27.952 METERS 04345     |
 DJ0716| DJ1852 PLUM                                               11530     |
 DJ0716| DJ0717 BROOK RM 2                           25.975 METERS 17359     |
 DJ0716| DJ0715 BROOK AZ MK                         APPROX. 0.6 KM 1770941.5 |
 DJ0716| DJ1882 MACON IMPERIAL COTTON OIL TANK      APPROX. 7.9 KM 1815100.5 |
 DJ0716| DJ1881 MACON FED COMP AND WHSE TANK        APPROX. 8.2 KM 1822606.8 |
 DJ0716| DJ1880 MACON RAD STA WMBC MAST             APPROX. 8.0 KM 1840623.6 |
 DJ0716| DJ2131 BROOK 2                              37.110 METERS 29956     |
 DJ0716| DJ1877 BROOKSVILLE MUNICIPAL TANK          APPROX. 4.9 KM 3430248.0 |
 DJ0716|---------------------------------------------------------------------|
 DJ0716
 DJ0716                          SUPERSEDED SURVEY CONTROL
 DJ0716
 DJ0716  NAD 83(1993)-  33 11 26.27509(N)    088 34 03.08382(W) AD(       ) 2
 DJ0716  NAD 83(1986)-  33 11 26.27984(N)    088 34 03.08541(W) AD(       ) 2
 DJ0716  NAD 27      -  33 11 25.83200(N)    088 34 02.92800(W) AD(       ) 2
 DJ0716  NAVD 88 (02/25/94)   75.18   (m)          246.7    (f) LEVELING    3  
 DJ0716  NGVD 29 (??/??/92)   75.128  (m)          246.48   (f) ADJ UNCH    2 0
 DJ0716
 DJ0716.Superseded values are not recommended for survey control.
 DJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0716.See file dsdata.txt to determine how the superseded data were derived.
 DJ0716
 DJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5387773515(NAD 83)
 DJ0716_MARKER: DS = TRIANGULATION STATION DISK
 DJ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0716_SP_SET: CONCRETE POST
 DJ0716_STAMPING: BROOK
 DJ0716_MARK LOGO: CGS   
 DJ0716_PROJECTION: FLUSH
 DJ0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0716+STABILITY: SURFACE MOTION
 DJ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0716+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1991
 DJ0716
 DJ0716  HISTORY     - Date     Condition        Report By
 DJ0716  HISTORY     - 1955     MONUMENTED       CGS
 DJ0716  HISTORY     - 1963     GOOD             MSHD
 DJ0716  HISTORY     - 1964     GOOD             MSHD
 DJ0716  HISTORY     - 1964     GOOD             MSHD
 DJ0716  HISTORY     - 1983     GOOD             NGS
 DJ0716  HISTORY     - 19910501 GOOD             MSHD
 DJ0716  HISTORY     - 19910501 SEE DESCRIPTION  MSHD
 DJ0716
 DJ0716                          STATION DESCRIPTION
 DJ0716
 DJ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0716'STATION IS LOCATED ALONG U.S. HIGHWAY 45 ABOUT 6 MILES NORTH OF
 DJ0716'MACON, 3 MILES SOUTHEAST OF BROOKSVILLE AND IS ON ROAD
 DJ0716'RIGHT-OF-WAY.  IT IS 100 FEET SOUTHEAST OF THE INTERSECTION OF
 DJ0716'HIGHWAY 45 AND A GRAVEL ROAD, 52 FEET EAST OF THE CENTER OF
 DJ0716'HIGHWAY 45, 22 FEET SOUTH OF A 12 INCH OAK TREE, 3 FEET NORTH OF A
 DJ0716'WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.  THE MARK
 DJ0716'IS FLUSH AND THE DISK IS STAMPED BROOK 1955.
 DJ0716'
 DJ0716'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF A GRAVEL
 DJ0716'ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 DJ0716'DISK IS STAMPED BROOK NO 1 1955.
 DJ0716'
 DJ0716'REFERENCE MARK NO. 2 IS 52 FEET EAST OF THE CENTER OF HIGHWAY
 DJ0716'45 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 DJ0716'DISK IS STAMPED BROOK NO 2 1955.
 DJ0716'
 DJ0716'AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF HIGHWAY 45, 4
 DJ0716'FEET NORTHWEST OF A POWER LINE POLE, 3 FEET NORTH OF A WHITE
 DJ0716'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 DJ0716'4 INCHES AND THE DISK IS STAMPED BROOK 1955.
 DJ0716'
 DJ0716'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 DJ0716'IN MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 5.35 MILES TO THE
 DJ0716'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY
 DJ0716'45 FOR 0.35 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT
 DJ0716'AS DESCRIBED.
 DJ0716'
 DJ0716'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 DJ0716
 DJ0716                          STATION RECOVERY (1963)
 DJ0716
 DJ0716'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0716'THE STATION WAS VISITED 5/21/63 AND ALL MARKS WERE FOUND IN
 DJ0716'GOOD CONDITION.
 DJ0716'
 DJ0716'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0716'
 DJ0716'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ0716'1.0 FOOT EAST OF THE AZIMUTH.
 DJ0716
 DJ0716                          STATION RECOVERY (1964)
 DJ0716
 DJ0716'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0716'THE STATION WAS VISITED AND ALL MARKS WERRE FOUND IN GOOD
 DJ0716'CONDITION.
 DJ0716'
 DJ0716'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0716'
 DJ0716'LEVELS WERE RUN ON ALL MARKS AND SECOND ORDER ELEVATIONS ESTABLISHED
 DJ0716'AT THIS TIME.
 DJ0716
 DJ0716                          STATION RECOVERY (1964)
 DJ0716
 DJ0716'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0716'5.7 MI N FROM MACON.
 DJ0716'TO REACH THE MARK FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 DJ0716'MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 5.7 MILES TO A SIDEROAD AND THE
 DJ0716'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 11-INCH
 DJ0716'SQUARE CONCRETE POST.  IT IS 100 FEET SOUTHEAST OF THE INTERSECTION OF
 DJ0716'U. S. HIGHWAY 45 AND A GRAVEL ROAD, 52 FEET EAST OF THE CENTER OF THE
 DJ0716'HIGHWAY, 22 FEET SOUTH OF A 14-INCH OAK, 2 FEET WEST OF A FENCE, ABOUT
 DJ0716'LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND. A METAL WITNESS POST
 DJ0716'WAS SET 1 FOOT WEST OF THE MARK.
 DJ0716
 DJ0716                          STATION RECOVERY (1983)
 DJ0716
 DJ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0716'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM
 DJ0716'(4.45 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0716'MACON, THENCE 2.1 KM (1.35 MI) NORTH ALONG U.S. HIGHWAY 45, AT A
 DJ0716'GRAVELED ROAD LEADING EAST, UNDER A NORTH-SOUTH SECURITY FENCE LINE,
 DJ0716'30.48 METERS (100.0 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 DJ0716'THE HIGHWAY AND THE GRAVELED ROAD, 15.84 METERS (52.0 FT) EAST OF THE
 DJ0716'CENTERLINE OF THE HIGHWAY, 6.70 METERS (22.0 FT) SOUTH OF AN 18-INCH
 DJ0716'DIAMETER OAK TREE, AND 0.09 METERS (0.3 FT) WEST OF THE SECURITY
 DJ0716'FENCE.  NOT LEVELED TO AT THIS TIME.
 DJ0716'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DJ0716
 DJ0716                          STATION RECOVERY (1991)
 DJ0716
 DJ0716'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ0716'RECOVERED IN GOOD CONDITION.
 DJ0716
 DJ0716                          STATION RECOVERY (1991)
 DJ0716
 DJ0716'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ0716'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 DJ0716'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 DJ0716'DESTROYED.  THE STATION AND REFERENCE MARK NO. 1 WERE GOING TO BE
 DJ0716'DESTROYED BY ROAD CONSTRUCTION AT THIS DATE.  A NEW STATION BROOK 2
 DJ0716'1991 WAS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2131 ***********************************************************************
 DJ2131  CBN         -  This is a Cooperative Base Network Control Station.
 DJ2131  DESIGNATION -  BROOK 2
 DJ2131  PID         -  DJ2131
 DJ2131  STATE/COUNTY-  MS/NOXUBEE
 DJ2131  USGS QUAD   -  BROOKSVILLE (1982)
 DJ2131
 DJ2131                         *CURRENT SURVEY CONTROL
 DJ2131  ___________________________________________________________________
 DJ2131* NAD 83(2007)-  33 11 26.87007(N)    088 34 04.32938(W)     ADJUSTED  
 DJ2131* NAVD 88     -        75.09   (meters)     246.4    (feet)  RESET     
 DJ2131  ___________________________________________________________________
 DJ2131  EPOCH DATE  -        2002.00
 DJ2131  X           -     133,535.483 (meters)                     COMP
 DJ2131  Y           -  -5,341,290.418 (meters)                     COMP
 DJ2131  Z           -   3,471,711.703 (meters)                     COMP
 DJ2131  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DJ2131  ELLIP HEIGHT-          46.620 (meters)          (02/10/07) ADJUSTED
 DJ2131  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ2131
 DJ2131  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ2131  Type    PID    Designation                      North   East  Ellip
 DJ2131  -------------------------------------------------------------------
 DJ2131  NETWORK DJ2131 BROOK 2                           0.53   0.65   1.90
 DJ2131  -------------------------------------------------------------------
 DJ2131  VERT ORDER  -  THIRD
 DJ2131
 DJ2131.The horizontal coordinates were established by GPS observations
 DJ2131.and adjusted by the National Geodetic Survey in February 2007.
 DJ2131
 DJ2131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ2131.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ2131.The horizontal coordinates are valid at the epoch date displayed above.
 DJ2131.The epoch date for horizontal control is a decimal equivalence
 DJ2131.of Year/Month/Day.
 DJ2131
 DJ2131.The orthometric height was computed from unverified reset data.
 DJ2131
 DJ2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2131
 DJ2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2131
 DJ2131.The ellipsoidal height was determined by GPS observations
 DJ2131.and is referenced to NAD 83.
 DJ2131
 DJ2131.The geoid height was determined by GEOID03.
 DJ2131
 DJ2131;                    North         East     Units Scale Factor Converg.
 DJ2131;SPC MS E     -   409,230.287   324,753.734   MT  0.99995755   +0 08 43.2
 DJ2131;SPC MS E     - 1,342,616.37  1,065,462.88   sFT  0.99995755   +0 08 43.2
 DJ2131;UTM  16      - 3,673,533.944   353,844.872   MT  0.99986338   -0 51 30.4
 DJ2131
 DJ2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2131!SPC MS E     -   0.99999268  x   0.99995755  =   0.99995023
 DJ2131!UTM  16      -   0.99999268  x   0.99986338  =   0.99985606
 DJ2131
 DJ2131|---------------------------------------------------------------------|
 DJ2131| PID    Reference Object                     Distance      Geod. Az  |
 DJ2131|                                                           dddmmss.s |
 DJ2131| DJ0718 BROOK RM 1                           51.515 METERS 08808     |
 DJ2131| DJ0716 BROOK                                37.110 METERS 11956     |
 DJ2131| DJ0715 BROOK AZ MK                         APPROX. 0.6 KM 1741444.7 |
 DJ2131|---------------------------------------------------------------------|
 DJ2131
 DJ2131                          SUPERSEDED SURVEY CONTROL
 DJ2131
 DJ2131  ELLIP H (04/15/02)   46.627  (m)                       GP(       ) 4 2
 DJ2131  ELLIP H (02/15/02)   46.624  (m)                       GP(       ) 4 1
 DJ2131  ELLIP H (08/20/99)   46.666  (m)                       GP(       ) 4 1
 DJ2131  ELLIP H (05/22/95)   42.666  (m)                       GP(       ) 3 2
 DJ2131  NAD 83(1986)-  33 11 26.88092(N)    088 34 04.32692(W) AD(       ) 1
 DJ2131  NAD 83(1993)-  33 11 26.86996(N)    088 34 04.32920(W) AD(       ) B
 DJ2131  ELLIP H (01/12/94)   46.666  (m)                       GP(       ) 4 1
 DJ2131  NAVD 88 (08/20/99)   75.09   (m)          246.4    (f) LEVELING    3  
 DJ2131  NGVD 29 (08/12/04)   75.05   (m)          246.2    (f) RESET       3  
 DJ2131
 DJ2131.Superseded values are not recommended for survey control.
 DJ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2131.See file dsdata.txt to determine how the superseded data were derived.
 DJ2131
 DJ2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5384573534(NAD 83)
 DJ2131_MARKER: DS = TRIANGULATION STATION DISK
 DJ2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2131_SP_SET: CONCRETE POST
 DJ2131_STAMPING: BROOK 2 1991
 DJ2131_MARK LOGO: NGS   
 DJ2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2131+STABILITY: SURFACE MOTION
 DJ2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2131+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 DJ2131
 DJ2131  HISTORY     - Date     Condition        Report By
 DJ2131  HISTORY     - 1991     MONUMENTED       MSHD
 DJ2131  HISTORY     - 19910501 GOOD             MSHD
 DJ2131  HISTORY     - 19921006 GOOD             MSHD
 DJ2131  HISTORY     - 19930528 GOOD
 DJ2131  HISTORY     - 19940123 GOOD             NOS
 DJ2131  HISTORY     - 20000801 GOOD             NGS
 DJ2131
 DJ2131                          STATION DESCRIPTION
 DJ2131
 DJ2131'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ2131'7.1 KM (4.4 MI) NORTH ALONG OLD HIGHWAY 45 (JEFFERSON STREET) FROM THE
 DJ2131'COURTHOUSE IN MACON, THENCE 2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY
 DJ2131'45 TO A GRAVEL ROAD ON THE RIGHT AND MARK ON THE LEFT, 55.63 M
 DJ2131'(182.51 FT) NORTH OF A POWER POLE, 14.32 M (46.98 FT) WEST OF THE
 DJ2131'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 11.12 M (36.48 FT)
 DJ2131'SOUTH OF A POWER POLE WITH METER ATTACHED, 1.2 M (3.9 FT) EAST OF A
 DJ2131'CARSONITE WITNESS POST SET IN FENCELINE, IN TOP OF A ROUND CONCRETE
 DJ2131'POST, FLUSH WITH THE GROUND.
 DJ2131
 DJ2131                          STATION RECOVERY (1991)
 DJ2131
 DJ2131'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 (DDR)
 DJ2131'MARK IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 45 ABOUT 6.0 MI
 DJ2131'(9.7 KM) NORTH OF MACON, 3.0 MI (4.8 KM) SOUTHEAST OF BROOKSVILLE AND
 DJ2131'ON HIGHWAY RIGHT OF WAY.
 DJ2131'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE HIGHWAY 14 IN
 DJ2131'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 6.15 MI (9.90
 DJ2131'KM) TO A SIDE ROAD ON THE RIGHT AND MARK ON THE LEFT.
 DJ2131'STATION MARKS ARE STANDARD NGS DISKS STAMPED---BROOK 2 1991---SURFACE
 DJ2131'MARK IS SET IN TOP OF A ROUND CONCRETE POST, 1 INCH BELOW THE SURFACE
 DJ2131'OF GROUND.  IT IS 612.368 M (2009.077 FT) NORTH OF BROOK AZIMUTH MARK
 DJ2131'1955 IN AZIMUTH 354-14-14.8 FROM NORTH, 55.63 M (182.51 FT) NORTH OF A
 DJ2131'POWER POLE, 14.32 M (46.98 FT) WEST OF THE CENTER OF THE SOUTH BOUND
 DJ2131'LANES OF HIGHWAY 45, 11.12 M (36.48 FT) SOUTH OF POWER POLE WITH METER
 DJ2131'ATTACHED, 1.22 M (4.00 FT) EAST OF A FENCE AND 1.10 M (3.61 FT) EAST
 DJ2131'OF A CARSONITE WITNESS POST.
 DJ2131
 DJ2131                          STATION RECOVERY (1992)
 DJ2131
 DJ2131'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2131'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF MACON ON THE WEST
 DJ2131'R.O.W. OF U.S. HIGHWAY 45, 3 MI (4.8 KM) SOUTHEAST OF BROOKSVILLE
 DJ2131'OPPOSITE A SIDE ROAD LEADING EAST AND IS IN SECTION 4, T 15N, R 17E.
 DJ2131'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 14 AT
 DJ2131'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 6.15 MI
 DJ2131'(9.90 KM) TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
 DJ2131'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, 1
 DJ2131'INCH BELOW THE GROUND, 182.5 FT (55.6 M) NORTH OF A POWER POLE, 47 FT
 DJ2131'(14.3 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 45,
 DJ2131'36.5 FT (11.1 M) SOUTH OF A POWER POLE WITH A METER ON IT, 4 FT
 DJ2131'(1.2 M) EAST OF A FENCE AND 3.6 FT (1.1 M) EAST OF A CARSONITE
 DJ2131'WITNESS POST.
 DJ2131'MARK IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 45 ABOUT 6.0 MI
 DJ2131'(9.7 KM) NORTH OF MACON, 3.0 MI (4.8 KM) SOUTHEAST OF BROOKSVILLE AND
 DJ2131'ON HIGHWAY RIGHT OF WAY.
 DJ2131'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE HIGHWAY 14 IN
 DJ2131'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 6.15 MI
 DJ2131'(9.90 KM) TO A SIDE ROAD ON THE RIGHT AND MARK ON THE LEFT.
 DJ2131'STATION MARKS ARE STANDARD NGS DISKS, STAMPED---BROOK 2 1991---SURFACE
 DJ2131'MARK IS SET IN TOP OF A ROUND CONCRETE POST, 1 INCH BELOW THE SURFACE
 DJ2131'OF GROUND.  IT IS 612.368 M (2009.077 FT) NORTH OF BROOK AZIMUTH MARK
 DJ2131'1955 IN AZIMUTH 354-14-14.8 FROM NORTH, 55.63 M (182.51 FT) NORTH OF
 DJ2131'A POWER POLE, 14.32 M (46.98 FT) WEST OF THE CENTER OF THE SOUTH
 DJ2131'BOUND LANES OF HIGHWAY 45, 11.12 M (36.48 FT) SOUTH OF POWER POLE
 DJ2131'WITH METER ATTACHED, 1.22 M (4.00 FT) EAST OF A FENCE AND 1.10 M
 DJ2131'(3.61 FT) EAST OF A CARSONITE WITNESS POST.
 DJ2131
 DJ2131                          STATION RECOVERY (1993)
 DJ2131
 DJ2131'RECOVERED 1993
 DJ2131'RECOVERED IN GOOD CONDITION.
 DJ2131
 DJ2131                          STATION RECOVERY (1994)
 DJ2131
 DJ2131'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RPB)
 DJ2131'RECOVERED AS DESCRIBED.
 DJ2131
 DJ2131                          STATION RECOVERY (2000)
 DJ2131
 DJ2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ2131'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0089 ***********************************************************************
 BW0089  DESIGNATION -  BROOK AZ MK
 BW0089  PID         -  BW0089
 BW0089  STATE/COUNTY-  MS/LINCOLN
 BW0089  USGS QUAD   -  BROOKHAVEN (1972)
 BW0089
 BW0089                         *CURRENT SURVEY CONTROL
 BW0089  ___________________________________________________________________
 BW0089* NAD 83(1986)-  31 32 59.     (N)    090 27 05.     (W)     SCALED    
 BW0089* NAVD 88     -       131.415  (meters)     431.15   (feet)  ADJUSTED  
 BW0089  ___________________________________________________________________
 BW0089  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0089  DYNAMIC HT  -         131.254 (meters)     430.62  (feet)  COMP
 BW0089  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 BW0089
 BW0089  VERT ORDER  -  FIRST     CLASS I
 BW0089
 BW0089.The horizontal coordinates were scaled from a topographic map and have
 BW0089.an estimated accuracy of +/- 6 seconds.
 BW0089
 BW0089.The orthometric height was determined by differential leveling
 BW0089.and adjusted in June 1991.
 BW0089
 BW0089.The geoid height was determined by GEOID03.
 BW0089
 BW0089.The dynamic height is computed by dividing the NAVD 88
 BW0089.geopotential number by the normal gravity value computed on the
 BW0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0089.degrees latitude (g = 980.6199 gals.).
 BW0089
 BW0089.The modeled gravity was interpolated from observed gravity values.
 BW0089
 BW0089;                    North         East    Units  Estimated Accuracy
 BW0089;SPC MS W     -   227,230.      688,790.      MT  (+/- 180 meters Scaled)
 BW0089
 BW0089                          SUPERSEDED SURVEY CONTROL
 BW0089
 BW0089  NGVD 29 (??/??/??)  131.410  (m)          431.13   (f) ADJUSTED    1 1
 BW0089
 BW0089.Superseded values are not recommended for survey control.
 BW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0089.See file dsdata.txt to determine how the superseded data were derived.
 BW0089
 BW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ419933(NAD 83)
 BW0089_MARKER: DZ = AZIMUTH MARK DISK
 BW0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0089_STAMPING: BROOK 1946
 BW0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0089+STABILITY: SURFACE MOTION
 BW0089
 BW0089  HISTORY     - Date     Condition        Report By
 BW0089  HISTORY     - 1946     MONUMENTED       CGS
 BW0089  HISTORY     - 1969     GOOD             NGS
 BW0089  HISTORY     - 1975     GOOD             NGS
 BW0089  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0089
 BW0089                          STATION DESCRIPTION
 BW0089
 BW0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0089'2.25 MI S FROM BROOKHAVEN.
 BW0089'ABOUT 2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0089'STATION AT BROOKHAVEN, THENCE 0.15 MILE EAST ALONG A BLACK TOP ROAD,
 BW0089'133 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 111 FEET SOUTH
 BW0089'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A POWER LINE POLE
 BW0089'WITH A TRANSFORMER, 1 FOOT EAST OF A METAL WITNESS POST, 4 FEET ABOVE
 BW0089'THE LEVEL OF THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 BW0089'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 25, T 7N, R
 BW0089'7E.
 BW0089
 BW0089                          STATION RECOVERY (1975)
 BW0089
 BW0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BW0089'RECOVERED IN GOOD CONDITION.
 BW0089
 BW0089                          STATION RECOVERY (1992)
 BW0089
 BW0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0089'THE LAND OWNER STATED THE MONUMENT HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0715 ***********************************************************************
 DJ0715  DESIGNATION -  BROOK AZ MK
 DJ0715  PID         -  DJ0715
 DJ0715  STATE/COUNTY-  MS/NOXUBEE
 DJ0715  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0715
 DJ0715                         *CURRENT SURVEY CONTROL
 DJ0715  ___________________________________________________________________
 DJ0715* NAD 83(1993)-  33 11 07.09320(N)    088 34 01.95552(W)     ADJUSTED  
 DJ0715* NAVD 88     -        72.374  (meters)     237.45   (feet)  ADJUSTED  
 DJ0715  ___________________________________________________________________
 DJ0715  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DJ0715  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ0715  DYNAMIC HT  -          72.295 (meters)     237.19  (feet)  COMP
 DJ0715  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 DJ0715
 DJ0715  HORZ ORDER  -  THIRD
 DJ0715  VERT ORDER  -  FIRST     CLASS II
 DJ0715
 DJ0715.The horizontal coordinates were established by classical geodetic methods
 DJ0715.and adjusted by the National Geodetic Survey in May 1994.
 DJ0715
 DJ0715.The orthometric height was determined by differential leveling
 DJ0715.and adjusted in June 1991.
 DJ0715
 DJ0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0715
 DJ0715.The geoid height was determined by GEOID03.
 DJ0715
 DJ0715.The dynamic height is computed by dividing the NAVD 88
 DJ0715.geopotential number by the normal gravity value computed on the
 DJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0715.degrees latitude (g = 980.6199 gals.).
 DJ0715
 DJ0715.The modeled gravity was interpolated from observed gravity values.
 DJ0715
 DJ0715;                    North         East     Units Scale Factor Converg.
 DJ0715;SPC MS E     -   408,621.191   324,816.771   MT  0.99995759   +0 08 44.4
 DJ0715;SPC MS E     - 1,340,618.02  1,065,669.69   sFT  0.99995759   +0 08 44.4
 DJ0715;UTM  16      - 3,672,923.894   353,897.225   MT  0.99986319   -0 51 28.7
 DJ0715
 DJ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0715!SPC MS E     -   0.99999311  x   0.99995759  =   0.99995070
 DJ0715!UTM  16      -   0.99999311  x   0.99986319  =   0.99985630
 DJ0715
 DJ0715                          SUPERSEDED SURVEY CONTROL
 DJ0715
 DJ0715  NAD 83(1993)-  33 11 07.10379(N)    088 34 01.95585(W) AD(       ) 3
 DJ0715  NAVD 88 (02/25/94)   72.38   (m)          237.5    (f) LEVELING    3  
 DJ0715  NGVD 29 (??/??/92)   72.328  (m)          237.30   (f) ADJ UNCH    1 2
 DJ0715
 DJ0715.Superseded values are not recommended for survey control.
 DJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0715.See file dsdata.txt to determine how the superseded data were derived.
 DJ0715
 DJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5389772924(NAD 83)
 DJ0715_MARKER: DZ = AZIMUTH MARK DISK
 DJ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0715_SP_SET: CONCRETE POST
 DJ0715_STAMPING: BROOK 1955
 DJ0715_MARK LOGO: CGS   
 DJ0715_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ0715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0715+STABILITY: SURFACE MOTION
 DJ0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0715+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1991
 DJ0715
 DJ0715  HISTORY     - Date     Condition        Report By
 DJ0715  HISTORY     - 1955     MONUMENTED       CGS
 DJ0715  HISTORY     - 1964     GOOD             MSHD
 DJ0715  HISTORY     - 1983     GOOD             NGS
 DJ0715  HISTORY     - 19910501 GOOD             MSHD
 DJ0715  HISTORY     - 19910501 SEE DESCRIPTION  MSHD
 DJ0715
 DJ0715                          STATION DESCRIPTION
 DJ0715
 DJ0715'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0715'5.35 MI N FROM MACON.
 DJ0715'TO REACH THE MARK FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 DJ0715'MACON, GO NORTH ON U. S. HIGHWAY 45 FOR 5.3 MILES TO THE MARK ON THE
 DJ0715'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE
 DJ0715'POST.  IT IS 0.35 MILE SOUTH OF TRIANGULATION STATION BROOK 1955, 49
 DJ0715'FEET WEST OF THE CENTER OF THE HIGHWAY, 4 FEET NORTHWEST OF A
 DJ0715'POWERLINE POLE, 1 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY
 DJ0715'AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET ONE FOOT EAST OF
 DJ0715'THE MARK.
 DJ0715
 DJ0715                          STATION RECOVERY (1983)
 DJ0715
 DJ0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0715'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM
 DJ0715'(4.45 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0715'MACON, THENCE 1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 45, ON THE WEST
 DJ0715'SIDE OF THE HIGHWAY, 14.93 METERS (49.0 FT) WEST OF THE CENTERLINE OF
 DJ0715'THE HIGHWAY, 1.21 METERS (4.0 FT) NORTHWEST OF A POWERLINE POLE, AND
 DJ0715'0.30 METERS (1.0 FT) EAST OF A FENCE.
 DJ0715'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DJ0715'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DJ0715
 DJ0715                          STATION RECOVERY (1991)
 DJ0715
 DJ0715'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ0715'RECOVERED IN GOOD CONDITION.
 DJ0715
 DJ0715                          STATION RECOVERY (1991)
 DJ0715
 DJ0715'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 DJ0715'MARK IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 45 ABOUT 5.7 MI
 DJ0715'(9.2 KM) NORTH OF MACON, 3.3 MI (5.3 KM) SOUTHEAST OF BROOKSVILLE AND
 DJ0715'ON HIGHWAY RIGHT OF WAY.
 DJ0715'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE HIGHWAY 14 IN
 DJ0715'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 5.75 MI
 DJ0715'(9.25 KM) TO MARK ON THE LEFT.
 DJ0715'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BROOK 1955---SET IN TOP OF
 DJ0715'A SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 612.368 M
 DJ0715'(2009.077 FT) SOUTH OF STATION BROOK 2 1991 IN AZIMUTH 174-14-13.5
 DJ0715'FROM NORTH, 19.35 M (63.48 FT) SOUTH OF A T-FENCE CORNER, 14.93 M
 DJ0715'(48.98 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45,
 DJ0715'1.21 M (3.97 FT) NORTHWEST OF A POWER POLE, 0.30 M (0.98 FT) EAST OF
 DJ0715'A FENCE AND 0.30 M (0.98 FT) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0086 ***********************************************************************
 BW0086  DESIGNATION -  BROOK RESET
 BW0086  PID         -  BW0086
 BW0086  STATE/COUNTY-  MS/LINCOLN
 BW0086  USGS QUAD   -  BROOKHAVEN (1972)
 BW0086
 BW0086                         *CURRENT SURVEY CONTROL
 BW0086  ___________________________________________________________________
 BW0086* NAD 83(1993)-  31 32 56.69391(N)    090 27 24.13980(W)     ADJUSTED  
 BW0086* NAVD 88     -       139.850  (meters)     458.82   (feet)  ADJUSTED  
 BW0086  ___________________________________________________________________
 BW0086  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BW0086  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0086  DYNAMIC HT  -         139.679 (meters)     458.26  (feet)  COMP
 BW0086  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BW0086
 BW0086  HORZ ORDER  -  SECOND
 BW0086  VERT ORDER  -  FIRST     CLASS I
 BW0086
 BW0086.The horizontal coordinates were established by classical geodetic methods
 BW0086.and adjusted by the National Geodetic Survey in May 1994.
 BW0086
 BW0086.The orthometric height was determined by differential leveling
 BW0086.and adjusted in February 1994.
 BW0086
 BW0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0086
 BW0086.The geoid height was determined by GEOID03.
 BW0086
 BW0086.The dynamic height is computed by dividing the NAVD 88
 BW0086.geopotential number by the normal gravity value computed on the
 BW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0086.degrees latitude (g = 980.6199 gals.).
 BW0086
 BW0086.The modeled gravity was interpolated from observed gravity values.
 BW0086
 BW0086;                    North         East     Units Scale Factor Converg.
 BW0086;SPC MS W     -   227,159.275   688,286.066   MT  0.99995169   -0 03 52.4
 BW0086;SPC MS W     -   745,271.72  2,258,151.87   sFT  0.99995169   -0 03 52.4
 BW0086;UTM  15      - 3,493,261.405   741,432.121   MT  1.00031899   +1 19 52.9
 BW0086
 BW0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0086!SPC MS W     -   0.99998213  x   0.99995169  =   0.99993382
 BW0086!UTM  15      -   0.99998213  x   1.00031899  =   1.00030112
 BW0086
 BW0086:                Primary Azimuth Mark                     Grid Az
 BW0086:SPC MS W     -  BROOKHAVEN S BASE                        020 06 31.9
 BW0086:UTM  15      -  BROOKHAVEN S BASE                        018 42 46.6
 BW0086
 BW0086|---------------------------------------------------------------------|
 BW0086| PID    Reference Object                     Distance      Geod. Az  |
 BW0086|                                                           dddmmss.s |
 BW0086| BW0106 BROOKHAVEN S BASE                   APPROX. 6.3 KM 0200239.5 |
 BW0086| BW2208 BROOKHAVEN CONCRETE STACK           APPROX. 4.0 KM 0215414.7 |
 BW0086| BW2209 BROOKHAVEN WATER TANK               APPROX. 4.2 KM 0234936.8 |
 BW0086| CY3886 BROOK RM 1                           41.730 METERS 06640     |
 BW0086| BW0089 BROOK AZ MK                                        0843637.8 |
 BW0086| CY3887 BROOK RM 2                           36.911 METERS 35246     |
 BW0086|---------------------------------------------------------------------|
 BW0086
 BW0086                          SUPERSEDED SURVEY CONTROL
 BW0086
 BW0086  NAD 83(1986)-  31 32 56.70999(N)    090 27 24.13662(W) AD(       ) 2
 BW0086  NAD 27      -  31 32 56.09400(N)    090 27 23.79200(W) AD(       ) 2
 BW0086  NAVD 88 (06/15/91)  139.868  (m)          458.88   (f) UNKNOWN     1 1
 BW0086  NGVD 29 (??/??/??)  139.863  (m)          458.87   (f) ADJUSTED    1 1
 BW0086
 BW0086.Superseded values are not recommended for survey control.
 BW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0086.See file dsdata.txt to determine how the superseded data were derived.
 BW0086
 BW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4143293261(NAD 83)
 BW0086_MARKER: DS = TRIANGULATION STATION DISK
 BW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0086_SP_SET: CONCRETE POST
 BW0086_STAMPING: BROOK 1946 1959
 BW0086_MARK LOGO: CGS   
 BW0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0086+STABILITY: SURFACE MOTION
 BW0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0086+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0086
 BW0086  HISTORY     - Date     Condition        Report By
 BW0086  HISTORY     - 1959     MONUMENTED       CGS
 BW0086  HISTORY     - 1965     GOOD             CGS
 BW0086  HISTORY     - 1967     GOOD             USE
 BW0086  HISTORY     - 1968     GOOD             MSHD
 BW0086  HISTORY     - 1969     GOOD             CGS
 BW0086  HISTORY     - 1969     GOOD             NGS
 BW0086  HISTORY     - 1970     GOOD             MSSU
 BW0086  HISTORY     - 1975     GOOD             MSHD
 BW0086  HISTORY     - 1975     GOOD             NGS
 BW0086  HISTORY     - 1983     GOOD             MSU
 BW0086  HISTORY     - 19920720 GOOD             NGS
 BW0086
 BW0086                          STATION DESCRIPTION
 BW0086
 BW0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BW0086'THE STATION WAS VISITED 7-15-59 AND THE STATION SURFACE MARK,
 BW0086'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 BW0086'FOUND DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 BW0086'CONDITION.  A NEW SURFACE MARK WAS PLACED OVER THE UNDERGROUND
 BW0086'MARK (PLUMB BOB METHOD).  REFERENCE MARK NO. 3 AND NO. 4
 BW0086'WERE ESTABLISHED AT THIS DATE.  THE AREA WAS FORMERLY AN
 BW0086'AREA WHERE PULP WOOD WAS STOCKPILED.  MR. R.C. SHOWS BOUGHT
 BW0086'THE PROPERTY AND BUILT A HOME ON THE LOT.  IT WAS DURING
 BW0086'THE LANDSCAPING OF THE LOT THAT THE MARKS WERE DESTROYED.
 BW0086'A NEW DESCRIPTION FOLLOWS--
 BW0086'
 BW0086'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHWEST OF
 BW0086'BROOKHAVEN, 0.1 MILE NORTHEAST OF THE JUNCTION OF THE OLD
 BW0086'AND NEW HIGHWAYS 51, IN THE SOUTHWEST CORNER OF THE FRONT
 BW0086'YARD OF THE HOME OF R.C. SHOWS.  IT IS 65 FEET NORTH OF THE
 BW0086'CENTER OF OLD STATE HIGHWAY 51, 69 FEET EAST OF THE CENTER
 BW0086'OF AN OLD GRAVELED ROAD LEADING NORTH, 97.5 FEET SOUTH OF THE
 BW0086'SOUTHWEST CORNER OF THE SHOWS HOUSE, 3 FEET EAST OF THE
 BW0086'PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, AND 95 FEET
 BW0086'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE.  IT
 BW0086'IS A STANDARD DISK, STAMPED BROOK 1946 1959, FLUSH WITH THE
 BW0086'LAWN.
 BW0086'
 BW0086'REFERENCE MARK NO. 3 IS 40.13 FEET WEST-NORTHWEST OF THE
 BW0086'STATION, 90 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BW0086'23.6 FEET EAST OF THE CENTER OF THE GRAVELED ROAD LEADING
 BW0086'NORTH, 95.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 BW0086'OF THE HOUSE, 4 FEET SOUTH OF A 6-INCH OAK TREE, 10 FEET
 BW0086'NORTH OF AN 8-INCH OAK TREE AND 37 FEET WEST OF THE PROJECTED
 BW0086'PLANE OF THE WEST WALL OF THE HOUSE.  IT IS A STANDARD DISK,
 BW0086'STAMPED BROOK NO 3 1946 1959, PROJECTING 4 INCHES.
 BW0086'
 BW0086'REFERENCE MARK NO. 4 IS 60.58 FEET NORTH OF THE STATION,
 BW0086'37 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, AND
 BW0086'57.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE.
 BW0086'IT IS A STANDARD DISK, STAMPED BROOK NO 4 1946 1959, SET
 BW0086'IN A DRILL HOLE IN THE SOUTHWEST EDGE OF THE CONCRETE WALK
 BW0086'LEADING TO THE FRONT DOOR OF THE HOUSE.
 BW0086'
 BW0086'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN,
 BW0086'GO SOUTH AND WEST ON STATE HIGHWAY 84 FOR 1.0 MILE TO THE
 BW0086'JUNCTION WITH U.S. HIGHWAY 51, TURN LEFT AND GO SOUTH FOR
 BW0086'1.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR
 BW0086'0.1 MILE TO THE SHOWS HOUSE AND STATION ON THE LEFT.
 BW0086
 BW0086                          STATION RECOVERY (1965)
 BW0086
 BW0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW0086'STATION, R.M. 3 AND R.M. 4 WERE RECOVERED IN GOOD CONDITION.
 BW0086'AZIMUTH MARK WAS NOT SEARCHED FOR.
 BW0086'
 BW0086'MR. R.C. SHOWS STILL LIVES IN HOUSE BY STATION.  DESCRIPTION
 BW0086'GOOD.
 BW0086
 BW0086                          STATION RECOVERY (1967)
 BW0086
 BW0086'RECOVERY NOTE BY US ENGINEERS 1967 (RFB)
 BW0086'STATION, R.M. 3 AND R.M. 4 FOUND IN GOOD CONDITION.
 BW0086
 BW0086                          STATION RECOVERY (1968)
 BW0086
 BW0086'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW0086'THE STATION WAS VISITED 1-16-68 AND THE STATION MARK, REFERENCE
 BW0086'MARK, NO. 3, NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW0086'CONDITION.
 BW0086'
 BW0086'THE STATION IS LOCATED 2.2 MILES SOUTHWEST OF BROOKHAVEN
 BW0086'AND 0.2 MILE EAST OF U.S. HIGHWAY 51, IN THE NORTHEAST 1/4
 BW0086'OF SECTION 25, T 7N, R 7E, AND ON PROPERTY OWNED BY MR. R.C.
 BW0086'SHOWS.  IT IS 66 FEET NORTHWEST OF THE CENTER OF A BLACKTOP
 BW0086'ROAD, 97 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 BW0086'2.5 FEET EAST OF THE EXTENDED WEST WALL OF THE BRICK HOUSE,
 BW0086'132 FEET NORTHEAST OF THE CENTER OF A CROSSROADS, 68 FEET
 BW0086'EAST OF THE CENTER OF A GRAVELED ROAD AND 27 FEET SOUTHEAST
 BW0086'OF THE CENTER OF THE DRIVEWAY LEADING TO THE BRICK HOUSE.
 BW0086'
 BW0086'IT IS A STANDARD TRIANGULATION DISK, STAMPED BROOK 1946 1959
 BW0086'FLUSH WITH THE GROUND.
 BW0086'
 BW0086'REFERENCE MARK NO. 3 IS 40.18 FEET EAST SOUTHEAST OF THE
 BW0086'STATION.  IT IS 91 FEET NORTHWEST OF THE CENTER OF THE BLACKTOP
 BW0086'ROAD, 22.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 14
 BW0086'FEET WEST OF THE CENTER OF THE DRIVEWAY, 96 FEET SOUTHWEST
 BW0086'OF THE SOUTHWEST CORNER OF THE BRICK HOUSE AND 9 FEET NORTH
 BW0086'OF A 7 INCH OAK.  IT IS A STANDARD DISK, STAMPED BROOK NO
 BW0086'3 1946 1959 PROJECTING 6 INCHES.
 BW0086'
 BW0086'REFERENCE MARK NO. 4 IS 60.60 FEET SOUTH OF THE STATION,
 BW0086'IN THE WALK LEADING TO A BRICK HOUSE, 37 FEET SOUTH SOUTHWEST
 BW0086'OF THE SOUTHWEST CORNER OF THE BRICK HOUSE AND 4.5 FEET WEST
 BW0086'OF THE EXTENDED WEST WALL OF THE BRICK HOUSE.  IT IS A STANDARD
 BW0086'REFERENCE MARK DISK STAMPED BROOK NO 4 1946 1959 FLUSH WITH
 BW0086'THE GROUND.
 BW0086'
 BW0086'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 60.80
 BW0086'FEET.
 BW0086'
 BW0086'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS
 BW0086'101 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 30 FEET
 BW0086'WEST OF THE CENTER OF A DRIVEWAY, 20 FEET NORTHWEST OF A
 BW0086'POWER LINE POLE WITH A TRANSFORMER, 14.5 FEET EAST SOUTHEAST
 BW0086'OF A TELEPHONE LINE POLE, 12 FEET SOUTH OF THE CENTER OF A
 BW0086'DITCH AND 1 FOOT EAST OF A METAL WITNESS POST.  (NOTE) THE
 BW0086'STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD
 BW0086'AZIMUTH MARK DISK, STAMPED BROOK 1946 FLUSH WITH THE GROUND.
 BW0086'
 BW0086'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW0086'HOSPITAL AT THE WEST EDGE OF BROOKHAVEN GO SOUTHWEST ON
 BW0086'U.S. HIGHWAY 51 FOR 2.9 MILES TO A CROSSROADS JUST BEFORE
 BW0086'REACHING NEW U.S. HIGHWAY 84.  TURN LEFT (NORTHEAST) AND
 BW0086'CONTINUE ON A BLACKTOP ROAD FOR 0.2 MILE TO A CROSSROADS
 BW0086'AND A DRIVEWAY LEADING TO THE SHOWS HOUSE AND THE STATION
 BW0086'ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH CONTINUE
 BW0086'NORTHEAST ON A BLACKTOP ROAD FOR 0.3 MILE TO A DRIVEWAY
 BW0086'AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW0086'
 BW0086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 BW0086'SOUTHWEST OF BROOKHAVEN
 BW0086
 BW0086                          STATION RECOVERY (1969)
 BW0086
 BW0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0086'THE STATION, R.M. 3 AND 4 AND THE AZIMUTH MARK WERE ALL
 BW0086'RECOVERED AND IN GOOD CONDITION.
 BW0086'
 BW0086'THE STATION MAY BE REACHED BY GOING 2.1 MILES SOUTH ALONG
 BW0086'THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT BROOKHAVEN,
 BW0086'THENCE 0.15 MILE WEST ALONG A BLACK TOPPED ROAD, 0.1 MILE
 BW0086'EAST OF THE JUNCTION OF THE BLACK TOPPED ROAD AND U.S. HIGHWAY
 BW0086'51, AT THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, AT
 BW0086'THE SOUTHWEST CORNER OF A LAWN FOR A ONE-STORY BRICK RESIDENCE,
 BW0086'97 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RESIDENCE,
 BW0086'66 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 28 FEET
 BW0086'EAST OF THE CENTER LINE OF A DRIVEWAY, 6 FEET ABOVE THE
 BW0086'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BW0086'FLUSH WITH THE GROUND.
 BW0086'
 BW0086'R.M. 3 IS 40.1 FEET WEST OF THE STATION MARK DESCRIBED, 95
 BW0086'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK RESIDENCE,
 BW0086'61 FEET SOUTHWEST OF R.M. 4 DESCRIBED, AND SET IN THE TOP
 BW0086'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 BW0086'THE GROUND.
 BW0086'
 BW0086'R.M. 4 IS 59.9 FEET NORTH OF THE STATION MARK DESCRIBED,
 BW0086'36 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRICK RESIDENCE,
 BW0086'SET ON THE TOP AND AT THE SOUTHEAST CORNER OF THE SOUTHWEST
 BW0086'END OF A CONCRETE SIDEWALK LEADING TO RESIDENCE AND 2 INCHES
 BW0086'ABOVE THE LEVEL OF THE GROUND.
 BW0086'
 BW0086'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION.  ABOUT
 BW0086'0.15 MILE EAST OF THE OVERPASS OVER THE ILLINOIS CENTRAL
 BW0086'RAILROAD, 133 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BW0086'RESIDENCE, 111 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BW0086'20 FEET NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER,
 BW0086'1 FOOT EAST OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL
 BW0086'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BW0086'1 INCH ABOVE THE LEVEL OF THE GROUND.
 BW0086'
 BW0086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW0086'SOUTH OF BROOKHAVEN
 BW0086
 BW0086                          STATION RECOVERY (1969)
 BW0086
 BW0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0086'2.35 MI S FROM BROOKHAVEN.
 BW0086'ABOUT 2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0086'STATION AT BROOKHAVEN, THENCE 0.15 MILE WEST ALONG A BLACK TOPPED
 BW0086'ROAD, 0.1 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY 51 AND U. S.
 BW0086'HIGHWAY 84 LEADING WEST, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 BW0086'NORTH, AT THE SOUTHWEST CORNER OF A LAWN FOR A ONE-STORY BRICK
 BW0086'RESIDENCE, 97 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RESIDENCE, 66
 BW0086'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 63 FEET EAST OF AND
 BW0086'ACROSS A PRIVATE DRIVEWAY FROM THE CENTER LINE OF THE GRAVELED ROAD,
 BW0086'28 FEET EAST OF THE CENTER LINE OF DRIVEWAY, 6 FEET ABOVE THE LEVEL OF
 BW0086'THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BW0086'THE GROUND.  1/4, SEC 25, T 7N, R 7E.
 BW0086
 BW0086                          STATION RECOVERY (1970)
 BW0086
 BW0086'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW0086'ALL MARKS RECOVERED IN GOOD CONDITION.  68 DESCRIPTION BY
 BW0086'MSHD IS ADEQUATE.
 BW0086
 BW0086                          STATION RECOVERY (1975)
 BW0086
 BW0086'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 BW0086'THE STATION IS LOCATED 2.25 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 BW0086'BROOKHAVEN ON THE LAWN OF MR. R. C. SHOWS, 0.2 MILE EAST OF THE
 BW0086'U. S. HIGHWAY 51 IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF
 BW0086'SECTION 25, T 7N, R 7E.  IT IS 97 FEET SOUTH OF THE SOUTHWEST CORNER
 BW0086'OF A RED BRICK HOUSE, 2.5 FEET EAST OF THE PROJECTS PLANE OF THE
 BW0086'WEST WALL OF THE HOUSE, 68 FEET EAST OF THE CENTER OF A GRAVELED
 BW0086'ROAD, 66 FEET NORTHWEST OF THE CENTER OF A BLACK TOP ROAD, 27 FEET
 BW0086'SOUTHEAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE BRICK HOUSE
 BW0086'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD AND IS FLUSH WITH THE
 BW0086'GROUND.
 BW0086'
 BW0086'IT IS A TRIANGULATION DISK, STAMPED BROOK 1946 1959.
 BW0086'
 BW0086'REFERENCE MARK NO 3 IS 40.13 FEET WEST OF THE STATION.  IT IS 90 FEET
 BW0086'NORTHWEST OF THE CENTER OF A BLACK TOP ROAD, 96 FEET SOUTHWEST OF
 BW0086'THE SOUTHWEST CORNER OF A BRICK HOUSE, 23 FEET EAST OF THE CENTER OF
 BW0086'A GRAVELED ROAD, 14 FEET WEST OF THE CENTER OF A DRIVEWAY, 9 FEET
 BW0086'NORTH OF THE SOUTH ONE OF A ROW OF OAKS ABOUT 6 FEET ABOVE THE LEVEL
 BW0086'OF THE MAIN ROAD AND PROJECTS 6 INCHES.
 BW0086'
 BW0086'IT IS A REFERENCE MARK DISK, STAMPED BROOK NO 3 1946 1959.
 BW0086'
 BW0086'REFERENCE MARK NO 4 IS 60.58 FEET NORTH OF THE STATION IN A WALK
 BW0086'LEADING TO A RED BRICK HOUSE, 37 FEET SOUTH-SOUTHWEST OF THE
 BW0086'SOUTHWEST CORNER OF THE BRICK HOUSE, 4.5 FEET WEST OF THE PROJECTED
 BW0086'PLANE OF THE WEST WALL OF THE HOUSE AND IS FLUSH WITH THE WALK.
 BW0086'IT IS A REFERENCE MARK DISK, STAMPED BROOK NO 4 1945 1959.
 BW0086'
 BW0086'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 60.80 FEET.
 BW0086'
 BW0086'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 0.15 MILE
 BW0086'EAST OF A RAILROAD OVERPASS, 133 FEET NORTHEAST OF THE NORTHEAST
 BW0086'CORNER OF A FRAME HOUSE, 101 FEET SOUTH OF THE CENTER OF A BLACK
 BW0086'TOP ROAD, 20 FEET NORTHWEST OF A POLE NO. 9, 50 FEET
 BW0086'SOUTH-SOUTHEAST OF PEST CONTROL SIGN, 23 FEET EAST OF THE CENTER
 BW0086'OF A DRIVEWAY, 1 FOOT SOUTH OF A METAL WITNESS POST ABOUT 4 FEET
 BW0086'ABOVE THE LEVEL OF THE ROAD AND PROJECTS 1 INCH.  IT IS AN
 BW0086'AZIMUTH MARK DISK, STAMPED BROOK 1946.
 BW0086'
 BW0086'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 51 AND
 BW0086'U. S. HIGHWAY 84 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO NORTH ON U. S.
 BW0086'HIGHWAY 51 FOR ABOUT 100 YARDS TO A CROSSROAD.  TURN RIGHT AND GO
 BW0086'EAST ON A BLACK TOP ROAD FOR 0.1 MILE TO A BRICK HOUSE AND THE
 BW0086'STATION ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE EAST ON A
 BW0086'BLACK TOP ROAD FOR 0.35 MILE TO A DRIVEWAY AND THE MARK ON THE
 BW0086'RIGHT.
 BW0086'
 BW0086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES
 BW0086'SOUTH-SOUTHWEST OF BROOKHAVEN.
 BW0086
 BW0086                          STATION RECOVERY (1975)
 BW0086
 BW0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BW0086'RECOVERED IN GOOD CONDITION.
 BW0086
 BW0086                          STATION RECOVERY (1983)
 BW0086
 BW0086'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (BR)
 BW0086'STA, RM 3, RM 4 RECOVERED IN GOOD CONDITION.
 BW0086'
 BW0086'AZ. MK. HAD BEEN DESTROYED - DISK RECLAIMED - STAMPED BROOK 1946.
 BW0086
 BW0086                          STATION RECOVERY (1992)
 BW0086
 BW0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0086'3.5 KM (2.15 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0086'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0086'THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG DALE NORTHEAST TRAIL,
 BW0086'29.6 M (97.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 20.2 M
 BW0086'(66.3 FT) NORTHWEST OF THE CENTERLINE OF THE TRAIL, 19.2 M (63.0 FT)
 BW0086'EAST OF THE CENTER OF DENHAM NORTHEAST LANE, 18.5 M (60.7 FT) SOUTH OF
 BW0086'REFERENCE MARK 4, 12.2 M (40.0 FT) EAST-SOUTHEAST OF REFERENCE MARK
 BW0086'3, 8.6 M (28.2 FT) EAST OF A GRAVELED DRIVEWAY, 1.9 M (6.2 FT) ABOVE
 BW0086'THE LEVEL OF THE TRAIL, AND THE MONUMENT IS FLUSH WITH THE GROUND
 BW0086'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0087 ***********************************************************************
 BW0087  DESIGNATION -  BROOK RM 3
 BW0087  PID         -  BW0087
 BW0087  STATE/COUNTY-  MS/LINCOLN
 BW0087  USGS QUAD   -  BROOKHAVEN (1972)
 BW0087
 BW0087                         *CURRENT SURVEY CONTROL
 BW0087  ___________________________________________________________________
 BW0087* NAD 83(1986)-  31 32 57.     (N)    090 27 23.     (W)     SCALED    
 BW0087* NAVD 88     -       139.953  (meters)     459.16   (feet)  ADJUSTED  
 BW0087  ___________________________________________________________________
 BW0087  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0087  DYNAMIC HT  -         139.782 (meters)     458.60  (feet)  COMP
 BW0087  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BW0087
 BW0087  VERT ORDER  -  FIRST     CLASS I
 BW0087
 BW0087.The horizontal coordinates were scaled from a topographic map and have
 BW0087.an estimated accuracy of +/- 6 seconds.
 BW0087
 BW0087.The orthometric height was determined by differential leveling
 BW0087.and adjusted in February 1994.
 BW0087
 BW0087.The geoid height was determined by GEOID03.
 BW0087
 BW0087.The dynamic height is computed by dividing the NAVD 88
 BW0087.geopotential number by the normal gravity value computed on the
 BW0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0087.degrees latitude (g = 980.6199 gals.).
 BW0087
 BW0087.The modeled gravity was interpolated from observed gravity values.
 BW0087
 BW0087;                    North         East    Units  Estimated Accuracy
 BW0087;SPC MS W     -   227,170.      688,320.      MT  (+/- 180 meters Scaled)
 BW0087
 BW0087                          SUPERSEDED SURVEY CONTROL
 BW0087
 BW0087  NAVD 88 (06/15/91)  139.969  (m)          459.21   (f) UNKNOWN     1 1
 BW0087  NGVD 29 (??/??/??)  139.964  (m)          459.20   (f) ADJUSTED    1 1
 BW0087
 BW0087.Superseded values are not recommended for survey control.
 BW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0087.See file dsdata.txt to determine how the superseded data were derived.
 BW0087
 BW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414932(NAD 83)
 BW0087_MARKER: DR = REFERENCE MARK DISK
 BW0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0087_SP_SET: CONCRETE POST
 BW0087_STAMPING: BROOK 1946 NO 3 1959
 BW0087_MARK LOGO: CGS   
 BW0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0087+STABILITY: SURFACE MOTION
 BW0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0087+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0087
 BW0087  HISTORY     - Date     Condition        Report By
 BW0087  HISTORY     - 1959     MONUMENTED       CGS
 BW0087  HISTORY     - 1969     GOOD             NGS
 BW0087  HISTORY     - 1975     GOOD             NGS
 BW0087  HISTORY     - 19920720 GOOD             NGS
 BW0087
 BW0087                          STATION DESCRIPTION
 BW0087
 BW0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0087'2.35 MI S FROM BROOKHAVEN.
 BW0087'ABOUT 2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0087'STATION AT BROOKHAVEN, THENCE 0.15 MILE WEST ALONG A BLACK TOPPED
 BW0087'ROAD, 95 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE,
 BW0087'90 FEET NORTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD, 13 FEET WEST
 BW0087'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 23 FEET EAST OF THE CENTER
 BW0087'LINE OF A GRAVEL ROAD, 40.1 FEET WEST OF THE STATION MARK DESCRIBED,
 BW0087'61 FEET SOUTHWEST OF RM 4 DESCRIBED, 6 FEET ABOVE THE LEVEL OF THE
 BW0087'BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BW0087'INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 25, T 7N, R 7E.
 BW0087
 BW0087                          STATION RECOVERY (1975)
 BW0087
 BW0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BW0087'RECOVERED IN GOOD CONDITION.
 BW0087
 BW0087                          STATION RECOVERY (1992)
 BW0087
 BW0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0087'3.5 KM (2.15 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0087'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0087'THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG DALE NORTHEAST TRAIL,
 BW0087'29.0 M (95.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 27.5 M
 BW0087'(90.2 FT) NORTHWEST OF THE CENTERLINE OF THE TRAIL, 27.5 M (90.2 FT)
 BW0087'NORTHWEST OF THE CENTERLINE OF DALE NORTHEAST TRAIL, 18.5 M (60.7 FT)
 BW0087'NORTHWEST OF TRIANGULATION STATION BROOK RESET, 7.0 M (23.0 FT) EAST
 BW0087'OF THE CENTER OF DENHAM NORTHEAST LANE, 1.9 M (6.2 FT) ABOVE THE
 BW0087'LEVEL OF THE TRAIL, 1.3 M (4.3 FT) WEST OF THE CENTER OF A GRAVELED
 BW0087'DRIVEWAY, AND THE MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND
 BW0087'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0088 ***********************************************************************
 BW0088  DESIGNATION -  BROOK RM 4
 BW0088  PID         -  BW0088
 BW0088  STATE/COUNTY-  MS/LINCOLN
 BW0088  USGS QUAD   -  BROOKHAVEN (1972)
 BW0088
 BW0088                         *CURRENT SURVEY CONTROL
 BW0088  ___________________________________________________________________
 BW0088* NAD 83(1986)-  31 32 57.     (N)    090 27 23.     (W)     SCALED    
 BW0088* NAVD 88     -       140.215  (meters)     460.02   (feet)  ADJUSTED  
 BW0088  ___________________________________________________________________
 BW0088  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0088  DYNAMIC HT  -         140.044 (meters)     459.46  (feet)  COMP
 BW0088  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BW0088
 BW0088  VERT ORDER  -  FIRST     CLASS I
 BW0088
 BW0088.The horizontal coordinates were scaled from a topographic map and have
 BW0088.an estimated accuracy of +/- 6 seconds.
 BW0088
 BW0088.The orthometric height was determined by differential leveling
 BW0088.and adjusted in February 1994.
 BW0088
 BW0088.The geoid height was determined by GEOID03.
 BW0088
 BW0088.The dynamic height is computed by dividing the NAVD 88
 BW0088.geopotential number by the normal gravity value computed on the
 BW0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0088.degrees latitude (g = 980.6199 gals.).
 BW0088
 BW0088.The modeled gravity was interpolated from observed gravity values.
 BW0088
 BW0088;                    North         East    Units  Estimated Accuracy
 BW0088;SPC MS W     -   227,170.      688,320.      MT  (+/- 180 meters Scaled)
 BW0088
 BW0088                          SUPERSEDED SURVEY CONTROL
 BW0088
 BW0088  NAVD 88 (06/15/91)  140.212  (m)          460.01   (f) UNKNOWN     1 1
 BW0088  NGVD 29 (??/??/??)  140.207  (m)          460.00   (f) ADJUSTED    1 1
 BW0088
 BW0088.Superseded values are not recommended for survey control.
 BW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0088.See file dsdata.txt to determine how the superseded data were derived.
 BW0088
 BW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414932(NAD 83)
 BW0088_MARKER: DR = REFERENCE MARK DISK
 BW0088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BW0088_SP_SET: SIDEWALK
 BW0088_STAMPING: BROOK 1946 RM 4 1959
 BW0088_MARK LOGO: CGS   
 BW0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0088+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0088
 BW0088  HISTORY     - Date     Condition        Report By
 BW0088  HISTORY     - 1959     MONUMENTED       CGS
 BW0088  HISTORY     - 1969     GOOD             NGS
 BW0088  HISTORY     - 1975     GOOD             NGS
 BW0088  HISTORY     - 19920720 GOOD             NGS
 BW0088
 BW0088                          STATION DESCRIPTION
 BW0088
 BW0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0088'2.35 MI S FROM BROOKHAVEN.
 BW0088'ABOUT 2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0088'STATION AT BROOKHAVEN, THENCE 0.15 MILE WEST ALONG A BLACK TOPPED
 BW0088'ROAD, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST END OF A
 BW0088'CONCRETE SIDEWALK LEADING TO A BRICK RESIDENCE, 59.9 FEET NORTH OF THE
 BW0088'STATION MARK DESCRIBED, 61 FEET NORTHEAST OF RM 3 DESCRIBED, 36 FEET
 BW0088'SOUTH OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE AND 2 INCHES ABOVE
 BW0088'THE LEVEL OF THE GROUND.  1/4, SEC 25, T 7N, R 7E.
 BW0088
 BW0088                          STATION RECOVERY (1975)
 BW0088
 BW0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BW0088'RECOVERED IN GOOD CONDITION.
 BW0088
 BW0088                          STATION RECOVERY (1992)
 BW0088
 BW0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0088'3.5 KM (2.15 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0088'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0088'THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG DALE NORTHEAST TRAIL,
 BW0088'NEAR THE SOUTHWEST END OF A CONCRETE SIDEWALK LEADING TO A HOUSE,
 BW0088'38.7 M (127.0 FT) NORTHWEST OF THE CENTERLINE OF THE TRAIL, 19.2 M
 BW0088'(63.0 FT) EAST OF THE CENTER OF DENHAM NORTHEAST LANE, 18.5 M
 BW0088'(60.7 FT) NORTH OF TRIANGULATION STATION BROOK RESET, 11.0 M
 BW0088'(36.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 6.9 M (22.6 FT)
 BW0088'EAST OF THE CENTER OF A GRAVELED DRIVEWAY, AND 1.9 M (6.2 FT) ABOVE
 BW0088'THE LEVEL OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0092 ***********************************************************************
 BW0092  DESIGNATION -  BROOKHAVEN
 BW0092  PID         -  BW0092
 BW0092  STATE/COUNTY-  MS/LINCOLN
 BW0092  USGS QUAD   -  BROOKHAVEN (1972)
 BW0092
 BW0092                         *CURRENT SURVEY CONTROL
 BW0092  ___________________________________________________________________
 BW0092* NAD 83(1986)-  31 34 39.     (N)    090 26 39.     (W)     SCALED    
 BW0092* NAVD 88     -       148.300  (meters)     486.55   (feet)  ADJUSTED  
 BW0092  ___________________________________________________________________
 BW0092  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW0092  DYNAMIC HT  -         148.120 (meters)     485.96  (feet)  COMP
 BW0092  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 BW0092
 BW0092  VERT ORDER  -  FIRST     CLASS II
 BW0092
 BW0092.The horizontal coordinates were scaled from a topographic map and have
 BW0092.an estimated accuracy of +/- 6 seconds.
 BW0092
 BW0092.The orthometric height was determined by differential leveling
 BW0092.and adjusted in February 1994.
 BW0092
 BW0092.The geoid height was determined by GEOID03.
 BW0092
 BW0092.The dynamic height is computed by dividing the NAVD 88
 BW0092.geopotential number by the normal gravity value computed on the
 BW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0092.degrees latitude (g = 980.6199 gals.).
 BW0092
 BW0092.The modeled gravity was interpolated from observed gravity values.
 BW0092
 BW0092;                    North         East    Units  Estimated Accuracy
 BW0092;SPC MS W     -   230,310.      689,480.      MT  (+/- 180 meters Scaled)
 BW0092
 BW0092                          SUPERSEDED SURVEY CONTROL
 BW0092
 BW0092  NAVD 88 (06/15/91)  148.319  (m)          486.61   (f) UNKNOWN     1 2
 BW0092  NGVD 29 (??/??/??)  148.315  (m)          486.60   (f) ADJUSTED    1 2
 BW0092
 BW0092.Superseded values are not recommended for survey control.
 BW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0092.See file dsdata.txt to determine how the superseded data were derived.
 BW0092
 BW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ425964(NAD 83)
 BW0092_MARKER: DB = BENCH MARK DISK
 BW0092_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BW0092_SP_SET: BUILDING
 BW0092_STAMPING: BROOKHAVEN 1934 486.662
 BW0092_MARK LOGO: CGS   
 BW0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW0092+STABILITY: POSITION/ELEVATION WELL
 BW0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0092+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 BW0092
 BW0092  HISTORY     - Date     Condition        Report By
 BW0092  HISTORY     - 1934     MONUMENTED       CGS
 BW0092  HISTORY     - 1969     GOOD             NGS
 BW0092  HISTORY     - 1970     GOOD             MSSU
 BW0092  HISTORY     - 19920720 GOOD             NGS
 BW0092  HISTORY     - 20030316 GOOD             INDIV
 BW0092
 BW0092                          STATION DESCRIPTION
 BW0092
 BW0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0092'0.15 MI S FROM BROOKHAVEN.
 BW0092'ABOUT 0.15 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0092'STATION AT BROOKHAVEN, AT THE CITY HALL, NEAR THE JUNCTION OF WEST
 BW0092'CHICKASAW STREET AND SOUTH WHITWORTH AVENUE, SET ON THE TOP OF THE
 BW0092'EAST EDGE OF THE FIRST WINDOW SILL WEST OF THE SOUTHEAST CORNER OF THE
 BW0092'BUILDING, ABOUT 150 FEET WEST OF AND ACROSS WHITWORTH AVENUE FROM THE
 BW0092'TRACKS, 37 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 BW0092'BUILDING, 7.7 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 4
 BW0092'FEET ABOVE THE LEVEL OF THE GROUND.
 BW0092
 BW0092                          STATION RECOVERY (1970)
 BW0092
 BW0092'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970
 BW0092'RECOVERED IN GOOD CONDITION.
 BW0092
 BW0092                          STATION RECOVERY (1992)
 BW0092
 BW0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0092'IN BROOKHAVEN, AT THE INTERSECTION OF SOUTH WITWORTH AVENUE AND WEST
 BW0092'CHICKASAW STREET, NEAR THE EAST END OF THE FIRST STONE WINDOW SILL
 BW0092'WEST OF THE SOUTHEAST CORNER OF THE BROOKHAVEN CHAMBER OF COMMERCE
 BW0092'AND FIRE DEPARTMENT, 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF THE
 BW0092'STREET, 7.3 M (24.0 FT) WEST OF THE CENTERLINE OF THE AVENUE, 2.5 M
 BW0092'(8.2 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 1.6 M
 BW0092'(5.2 FT) ABOVE THE GROUND SURFACE.
 BW0092
 BW0092                          STATION RECOVERY (2003)
 BW0092
 BW0092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JSC)
 BW0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2208 ***********************************************************************
 BW2208  DESIGNATION -  BROOKHAVEN CONCRETE STACK
 BW2208  PID         -  BW2208
 BW2208  STATE/COUNTY-  MS/LINCOLN
 BW2208  USGS QUAD   -  BROOKHAVEN (1972)
 BW2208
 BW2208                         *CURRENT SURVEY CONTROL
 BW2208  ___________________________________________________________________
 BW2208* NAD 83(1993)-  31 34 58.55925(N)    090 26 26.89903(W)     ADJUSTED  
 BW2208* NAVD 88     -              **(meters)            **(feet)            
 BW2208  ___________________________________________________________________
 BW2208  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BW2208  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW2208  HORZ ORDER  -  THIRD
 BW2208
 BW2208.The horizontal coordinates were established by classical geodetic methods
 BW2208.and adjusted by the National Geodetic Survey in May 1994.
 BW2208
 BW2208
 BW2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2208
 BW2208.The geoid height was determined by GEOID03.
 BW2208
 BW2208;                    North         East     Units Scale Factor Converg.
 BW2208;SPC MS W     -   230,910.926   689,799.445   MT  0.99995128   -0 03 22.6
 BW2208;SPC MS W     -   757,580.26  2,263,117.01   sFT  0.99995128   -0 03 22.6
 BW2208;UTM  15      - 3,497,050.235   742,854.140   MT  1.00032748   +1 20 27.6
 BW2208
 BW2208                          SUPERSEDED SURVEY CONTROL
 BW2208
 BW2208  NAD 83(1986)-  31 34 58.57535(N)    090 26 26.89579(W) AD(       ) 4
 BW2208  NAD 27      -  31 34 57.96700(N)    090 26 26.55400(W) AD(       ) 3
 BW2208
 BW2208.Superseded values are not recommended for survey control.
 BW2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2208.See file dsdata.txt to determine how the superseded data were derived.
 BW2208
 BW2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4285497050(NAD 83)
 BW2208_MARKER: 63 = STACK
 BW2208
 BW2208  HISTORY     - Date     Condition        Report By
 BW2208  HISTORY     - 1946     FIRST OBSERVED   CGS
 BW2208  HISTORY     - 1955     GOOD             CGS
 BW2208  HISTORY     - 1968     GOOD             MSHD
 BW2208  HISTORY     - 1970     GOOD             MSSU
 BW2208
 BW2208                          STATION DESCRIPTION
 BW2208
 BW2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2208'THIS IS A LARGE CONCRETE STACK OWNED BY THE MISSISSIPPI
 BW2208'POWER AND LIGHT COMPANY AND IS LOCATED IN THE NW SECTION
 BW2208'OF THE CITY OF BROOKHAVEN.  THE STACK IS 12 FEET IN DIAMETER
 BW2208'AT THE BOTTOM AND 8 FEET IN DIAMETER AT THE TOP.  IT IS
 BW2208'EQUIPPED WITH LIGHTNING RODS.  STACK IS 180 FEET HIGH, BUILT
 BW2208'OF CONCRETE.  IT IS LOCATED 8 FEET S OF THE REAR ENTRANCE
 BW2208'TO THE MISSISSIPPI POWER AND LIGHT COMPANY BUILDING, 268
 BW2208'FEET W OF THE PLATFORM OF THE ILLINOIS CENTRAL FREIGHT
 BW2208'STATION, 15 FEET NE OF THE EDGE OF A LARGE PULP WOOD LOADING
 BW2208'LOT.
 BW2208'
 BW2208'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 84 IN
 BW2208'BROOKHAVEN, GO N ON HIGHWAY 51 FOR 0.2 MILE TO A PAVED STREET
 BW2208'LEFT.  TURN LEFT AND GO 0.15 MILE TO A GRAVEL ROAD TO THE
 BW2208'LEFT ACROSS RAILROAD TRACKS.  HERE TURN LEFT AND GO 0.05
 BW2208'MILE TO A GRAVEL DRIVEWAY.  TURN LEFT HERE AND PROCEED 0.05
 BW2208'MILE TO STACK.
 BW2208'
 BW2208'THIS IS AN INTERSECTION STATION.
 BW2208
 BW2208                          STATION RECOVERY (1955)
 BW2208
 BW2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2208'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 BW2208'THE 1946 DESCRIPTION BY W.J.C. IS ADEQUATE.
 BW2208
 BW2208                          STATION RECOVERY (1968)
 BW2208
 BW2208'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2208'THE STATION WAS VISITED 1-22-68 AND THE STATION WAS FOUND
 BW2208'IN GOOD CONDITION.
 BW2208'
 BW2208'THE STATION IS LOCATED 0.25 MILE NORTH OF THE APPROXIMATE
 BW2208'CENTER OF BROOKHAVEN ON THE SOUTH SIDE OF THE CITY LIGHT
 BW2208'PLANT AND IS IN THE NORTHWEST 1/4 OF SECTION 18, T 7N, R 8E.
 BW2208'IT IS A ROUND CONCRETE STRUCTURE WITH A 12 FOOT DIAMETER
 BW2208'AT THE BASE AND AN 8 FOOT DIAMETER AT THE TOP AND IS 180
 BW2208'FEET HIGH.
 BW2208'
 BW2208'TO REACH FROM THE U.S. POST OFFICE IN BROOKHAVEN GO SOUTHEAST
 BW2208'ON CHEROKEE STREET FOR 0.05 MILE TO THE INTERSECTION OF
 BW2208'WHITWORTH AVENUE.  TURN RIGHT (NORTHEAST) AND CONTINUE ON
 BW2208'WHITWORTH AVENUE FOR 0.25 MILE TO THE STACK ON THE RIGHT
 BW2208'AS DESCRIBED.
 BW2208
 BW2208                          STATION RECOVERY (1970)
 BW2208
 BW2208'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2208'CONDITION--GOOD
 BW2208'
 BW2208'68 DESCRIPTION BY MSHD IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2352 ***********************************************************************
 BW2352  DESIGNATION -  BROOKHAVEN LOOKOUT TOWER
 BW2352  PID         -  BW2352
 BW2352  STATE/COUNTY-  MS/LINCOLN
 BW2352  USGS QUAD   -  ZETUS (1972)
 BW2352
 BW2352                         *CURRENT SURVEY CONTROL
 BW2352  ___________________________________________________________________
 BW2352* NAD 83(1993)-  31 31 46.17050(N)    090 32 04.76566(W)     ADJUSTED  
 BW2352* NAVD 88     -              **(meters)            **(feet)            
 BW2352  ___________________________________________________________________
 BW2352  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2352  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2352  HORZ ORDER  -  THIRD
 BW2352
 BW2352.The horizontal coordinates were established by classical geodetic methods
 BW2352.and adjusted by the National Geodetic Survey in May 1994.
 BW2352
 BW2352
 BW2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2352
 BW2352.The geoid height was determined by GEOID03.
 BW2352
 BW2352;                    North         East     Units Scale Factor Converg.
 BW2352;SPC MS W     -   224,998.253   680,880.716   MT  0.99995451   -0 06 19.0
 BW2352;SPC MS W     -   738,181.77  2,233,856.15   sFT  0.99995451   -0 06 19.0
 BW2352;UTM  15      - 3,490,919.870   734,079.065   MT  1.00027586   +1 17 23.3
 BW2352
 BW2352                          SUPERSEDED SURVEY CONTROL
 BW2352
 BW2352  NAD 83(1986)-  31 31 46.18635(N)    090 32 04.76233(W) AD(       ) 4
 BW2352  NAD 27      -  31 31 45.56800(N)    090 32 04.41800(W) AD(       ) 3
 BW2352
 BW2352.Superseded values are not recommended for survey control.
 BW2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2352.See file dsdata.txt to determine how the superseded data were derived.
 BW2352
 BW2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3407990920(NAD 83)
 BW2352_MARKER: 57 = LOOKOUT TOWER
 BW2352
 BW2352  HISTORY     - Date     Condition        Report By
 BW2352  HISTORY     - 1949     FIRST OBSERVED   CGS
 BW2352  HISTORY     - 1956     GOOD             CGS
 BW2352  HISTORY     - 1968     GOOD             MSHD
 BW2352  HISTORY     - 1970     GOOD             MSSU
 BW2352
 BW2352                          STATION DESCRIPTION
 BW2352
 BW2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2352'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF BROOKHAVEN
 BW2352'AND 200 FEET NORTH OF U.S. HIGHWAY 84.
 BW2352'
 BW2352'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 BW2352'OBSERVATION PLATFORM AT ITS TOP AND IS ABOUT 110 FEET HIGH.
 BW2352'
 BW2352'THE POINT INTERSECTED WAS THE APEX OF THE OBSERVATION PLATFORM
 BW2352'ROOF.
 BW2352
 BW2352                          STATION RECOVERY (1956)
 BW2352
 BW2352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2352'THE STATION WAS VISITED 6-20-56 AND WAS FOUND IN GOOD CONDITION.
 BW2352'THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE WITH A NEW TO
 BW2352'REACH WHICH FOLLOWS--
 BW2352'
 BW2352'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BW2352'51 AND 84 AT THE WEST EDGE OF BROOKHAVEN, GO WEST ON U.S.
 BW2352'HIGHWAY 84 FOR 6.1 MILES TO THE STATION ON THE RIGHT.
 BW2352
 BW2352                          STATION RECOVERY (1968)
 BW2352
 BW2352'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2352'THE STATION WAS VISITED 1-22-68 AND THE STATION MARK WAS
 BW2352'FOUND IN GOOD CONDITION.
 BW2352'
 BW2352'THE STATION IS LOCATED 5.6 MILES SOUTHWEST OF BROOKHAVEN IN
 BW2352'THE NORTHEAST 1/4 OF SECTION 19, T 7N, R 7E.  IT IS A FOUR
 BW2352'LEGGED STRUCTURE WITH A GLASS ENCLOSED OBSERVATION PLATFORM
 BW2352'ON THE TOP AND IS ABOUT 110 FEET HIGH.  THE POINT INTERSECTED
 BW2352'WAS THE APEX OF THE OBSERVATION PLATFORM ROOF.
 BW2352'
 BW2352'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW2352'HOSPITAL AT THE NORTHWEST EDGE OF BROOKHAVEN GO SOUTHWEST
 BW2352'ON U.S. HIGHWAY 51 FOR 3.0 MILES TO NEW U.S. HIGHWAY 84 ON
 BW2352'THE RIGHT.  TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 84
 BW2352'FOR 4.8 MILES TO THE TOWER ON THE RIGHT AS DESCRIBED.
 BW2352
 BW2352                          STATION RECOVERY (1970)
 BW2352
 BW2352'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2352'GOOD
 BW2352'
 BW2352'68 DESCRIPTION BY MSHD IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0118 ***********************************************************************
 BW0118  DESIGNATION -  BROOKHAVEN N BASE
 BW0118  PID         -  BW0118
 BW0118  STATE/COUNTY-  MS/COPIAH
 BW0118  USGS QUAD   -  WESSON (1972)
 BW0118
 BW0118                         *CURRENT SURVEY CONTROL
 BW0118  ___________________________________________________________________
 BW0118* NAD 83(1993)-  31 41 33.49650(N)    090 24 02.60505(W)     ADJUSTED  
 BW0118* NAVD 88     -       147.474  (meters)     483.84   (feet)  ADJUSTED  
 BW0118  ___________________________________________________________________
 BW0118  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BW0118  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0118  DYNAMIC HT  -         147.297 (meters)     483.26  (feet)  COMP
 BW0118  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 BW0118
 BW0118  HORZ ORDER  -  FIRST
 BW0118  VERT ORDER  -  FIRST     CLASS I
 BW0118
 BW0118.The horizontal coordinates were established by classical geodetic methods
 BW0118.and adjusted by the National Geodetic Survey in May 1994.
 BW0118
 BW0118.The orthometric height was determined by differential leveling
 BW0118.and adjusted in February 1994.
 BW0118
 BW0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0118
 BW0118.The geoid height was determined by GEOID03.
 BW0118
 BW0118.The dynamic height is computed by dividing the NAVD 88
 BW0118.geopotential number by the normal gravity value computed on the
 BW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0118.degrees latitude (g = 980.6199 gals.).
 BW0118
 BW0118.The modeled gravity was interpolated from observed gravity values.
 BW0118
 BW0118;                    North         East     Units Scale Factor Converg.
 BW0118;SPC MS W     -   243,071.402   693,611.247   MT  0.99995050   -0 02 07.5
 BW0118;SPC MS W     -   797,476.76  2,275,622.90   sFT  0.99995050   -0 02 07.5
 BW0118;UTM  15      - 3,509,304.922   746,369.172   MT  1.00034867   +1 21 58.5
 BW0118
 BW0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0118!SPC MS W     -   0.99998092  x   0.99995050  =   0.99993142
 BW0118!UTM  15      -   0.99998092  x   1.00034867  =   1.00032959
 BW0118
 BW0118|---------------------------------------------------------------------|
 BW0118| PID    Reference Object                     Distance      Geod. Az  |
 BW0118|                                                           dddmmss.s |
 BW0118| BW0119 BROOKHAVEN N BASE RM 1               25.871 METERS 01016     |
 BW0118| BW2212 WESSON WATER TANK                   APPROX. 0.9 KM 0192809.0 |
 BW0118| BW2210 WESSON PRESBYTERIAN CH SPIRE        APPROX. 0.8 KM 0253902.9 |
 BW0118| BW0117 BROOKHAVEN N BASE RM 2               38.533 METERS 12608     |
 BW0118| BW2069 BROOKHAVEN N BASE AZ MK                            1870839.0 |
 BW0118| BW0116 BROOKHAVEN N BASE AZ MK RESET                      1925657.5 |
 BW0118|---------------------------------------------------------------------|
 BW0118
 BW0118                          SUPERSEDED SURVEY CONTROL
 BW0118
 BW0118  NAD 83(1986)-  31 41 33.51249(N)    090 24 02.60153(W) AD(       ) 1
 BW0118  NAD 27      -  31 41 32.91400(N)    090 24 02.26700(W) AD(       ) 1
 BW0118  NAVD 88 (06/15/91)  147.481  (m)          483.86   (f) UNKNOWN     1 1
 BW0118  NGVD 29 (??/??/??)  147.478  (m)          483.85   (f) ADJUSTED    1 1
 BW0118
 BW0118.Superseded values are not recommended for survey control.
 BW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0118.See file dsdata.txt to determine how the superseded data were derived.
 BW0118
 BW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4636909305(NAD 83)
 BW0118_MARKER: DS = TRIANGULATION STATION DISK
 BW0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0118_SP_SET: CONCRETE POST
 BW0118_STAMPING: BROOKHAVEN NORTH BASE 1946
 BW0118_MARK LOGO: CGS   
 BW0118_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0118+STABILITY: SURFACE MOTION
 BW0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0118+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0118
 BW0118  HISTORY     - Date     Condition        Report By
 BW0118  HISTORY     - 1946     MONUMENTED       CGS
 BW0118  HISTORY     - 1947     GOOD             CGS
 BW0118  HISTORY     - 1948     GOOD             CGS
 BW0118  HISTORY     - 1955     GOOD             CGS
 BW0118  HISTORY     - 1958     GOOD             MSHD
 BW0118  HISTORY     - 1964     GOOD             CGS
 BW0118  HISTORY     - 1966     GOOD             MSHD
 BW0118  HISTORY     - 1967     GOOD             CGS
 BW0118  HISTORY     - 1969     GOOD             CGS
 BW0118  HISTORY     - 1969     GOOD             NGS
 BW0118  HISTORY     - 1970     GOOD             MSSU
 BW0118  HISTORY     - 1972     GOOD             MSSU
 BW0118  HISTORY     - 19920720 GOOD             NGS
 BW0118
 BW0118                          STATION DESCRIPTION
 BW0118
 BW0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW0118'THIS STATION IS LOCATED APPROXIMATELY 0.5 MILE S OF THE BUSINESS
 BW0118'DISTRICT IN WESSON AND DUE W OF THE MAIN ENTRANCE GATE TO THE
 BW0118'COPIAH-LINCOLN JUNIOR COLLEGE.  IT IS 18 FEET SE OF A STANDARD
 BW0118'REFERENCE POST, 13 FEET E OF THE ILLINOIS CENTRAL RAILROAD
 BW0118'RIGHT-OF-WAY FENCE, 73.7 FEET NORTHWEST OF THE APPROXIMATE
 BW0118'CENTER OF INTERSECTION OF A MACADAM ROAD AND THE COLLEGE
 BW0118'ENTRANCE ROAD, 43.5 FEET SW OF A POWER-TRANSMISSION LINE POLE,
 BW0118'AND 95 FEET W OF THE SW CORNER OF THE ADMINISTRATION
 BW0118'BUILDING OF THE COLLEGE.
 BW0118'
 BW0118'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW0118'BROOKHAVEN NORTH BASE 1946, AND PROJECTS 8 INCHES.  UNDERGROUND
 BW0118'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW0118'
 BW0118'REFERENCE MARK 1 IS 84.90 FEET (25.877 METERS) NNW OF THE
 BW0118'STATION, 1 FOOT E OF THE RAILROAD RIGHT-OF-WAY FENCE, 38.5 FEET
 BW0118'NW OF A POWER-TRANSMISSION LINE POLE, AND 59 FEET W OF THE
 BW0118'APPROXIMATE CENTER LINE OF A MACADAM ROAD.  IT IS A BRONZE
 BW0118'REFERENCE DISK SET IN CONCRETE, STAMPED BROOKHAVEN NO 1 NORTH
 BW0118'BASE, AND PROJECTS 6 INCHES.
 BW0118'
 BW0118'REFERENCE MARK 2 IS 126.54 FEET (38.570 METERS) ESE OF THE
 BW0118'STATION, 1 FOOT NW OF A BRICK GATEPOST, 2.5 FEET S OF THE S
 BW0118'EDGE OF A SIDEWALK, 3 FEET NE OF A CHAIN PIPE, 16 FEET N OF
 BW0118'THE APPROXIMATE CENTER LINE OF COLLEGE DRIVE, AND 45 FEET SW
 BW0118'OF THE SW CORNER OF FRONT ENTRANCE STEP OF ADMINISTRATION
 BW0118'BUILDING OF COLLEGE.  IT IS A BRONZE REFERENCE DISK SET IN
 BW0118'CONCRETE, STAMPED BROOKHAVEN NORTH BASE NO 2 1946, AND IS
 BW0118'FLUSH WITH THE GROUND.
 BW0118'
 BW0118'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S OF THE STATION, 3
 BW0118'FEET N OF A 5-INCH PLUM TREE, 4 FEET S OF A STANDARD REFERENCE
 BW0118'POST, 19 FEET E OF THE APPROXIMATE CENTER LINE OF A GRAVEL
 BW0118'LANE, ON THE W EDGE OF A CULTIVATED FIELD, AND APPROXIMATELY
 BW0118'186 FEET E OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD.
 BW0118'IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED BROOKHAVEN
 BW0118'NORTH BASE 1946, AND PROJECTS 3 INCHES.
 BW0118'
 BW0118'TO REACH THE STATION FROM THE CAUTION LIGHT IN WESSON, GO S
 BW0118'1 BLOCK AND TURN LEFT, GO E 1 BLOCK THEN TURN RIGHT AND GO S
 BW0118'APPROXIMATELY 0.5 MILE TO THE COPIAH-LINCOLN JUNIOR COLLEGE
 BW0118'ENTRANCE AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH
 BW0118'MARK FROM THE STATION, GO APPROXIMATELY 0.4 MILE S FROM THE
 BW0118'COLLEGE ENTRANCE TO A TURN-OFF LANE ON THE LEFT, HERE GO E
 BW0118'APPROXIMATELY 0.1 MILE ON LANE TO THE AZIMUTH MARK.
 BW0118'
 BW0118'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW0118
 BW0118                          STATION RECOVERY (1947)
 BW0118
 BW0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0118'THE STATION WAS RECOVERED AS DESCRIBED, WITH ALL MARKS IN GOOD
 BW0118'CONDITION.  MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BW0118'THE ORIGINAL DESCRIPTION
 BW0118'IS ADEQUATE.  COMPLETE DESCRIPTION FOLLOWS
 BW0118'
 BW0118'THE STATION IS ABOUT 0.5 MILE SOUTH OF WESSON AND DUE WEST OF
 BW0118'THE MAIN ENTRANCE GATE TO THE COPIAH-LINCOLN JUNIOR COLLEGE,
 BW0118'95 FEET WEST OF THE SOUTHWEST CORNER OF THE COLLEGE ADMINISTRATION
 BW0118'BUILDING, 74 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0118'INTERSECTION OF THE COLLEGE ENTRANCE ROAD AND A MACADAM ROAD,
 BW0118'44 FEET SOUTHWEST OF A POWER POLE, 18 FEET SOUTHEAST OF A
 BW0118'WITNESS POST, AND 13 FEET EAST OF THE ILLINOIS CENTRAL RAILROAD
 BW0118'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 BW0118'IS STAMPED BROOKHAVEN NORTH BASE 1946.
 BW0118'
 BW0118'REFERENCE MARK NO. 1 IS 84.90 FEET NORTH-NORTHWEST OF THE
 BW0118'STATION, 59 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 BW0118'MACADAM ROAD, 38 FEET NORTHWEST OF A POWER POLE, AND 1 FOOT
 BW0118'EAST OF THE RAILROAD RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 BW0118'6 INCHES AND THE DISK IS STAMPED BROOKHAVEN NORTH BASE NO
 BW0118'1 1946.
 BW0118'
 BW0118'REFERENCE MARK NO. 2 IS 126.54 FEET EAST-SOUTHEAST OF THE
 BW0118'STATION, 45 FEET SOUTHWEST OF THE FRONT STEP OF THE ADMINISTRATION
 BW0118'BUILDING, 16 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 BW0118'COLLEGE ENTRANCE ROAD, AND 2 FEET SOUTH OF THE SOUTH EDGE OF
 BW0118'A SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 BW0118'IS STAMPED BROOKHAVEN NORTH BASE NO 2 1946.
 BW0118'
 BW0118'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 186 FEET EAST
 BW0118'OF THE APPROXIMATE CENTERLINE OF THE MACADAM ROAD, 19 FEET EAST
 BW0118'OF THE CENTERLINE OF A LANE, AND 4 FEET SOUTH OF A WHITE WITNESS
 BW0118'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 BW0118'BROOKHAVEN NORTH BASE 1946.
 BW0118'
 BW0118'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW0118
 BW0118                          STATION RECOVERY (1948)
 BW0118
 BW0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW0118'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  MARKS
 BW0118'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BW0118'DISCREPANCY WAS FOUND IN THE DIRECTION
 BW0118'TO REFERENCE MARK NO. 2.  IT WAS CHECKED AND RECHECKED AND FOUND
 BW0118'TO BE AS SHOWN BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 BW0118'
 BW0118'STATION IS ABOUT 0.5 MILE SOUTH OF WESSON AND DUE WEST OF THE
 BW0118'MAIN ENTRANCE TO THE COPIAH-LINCOLN JUNIOR COLLEGE, 95 FEET WEST
 BW0118'OF THE SOUTHWEST OF THE COLLEGE ADMINISTRATION BUILDING, 74
 BW0118'FEET NORTHWEST OF APPROXIMATE CENTER OF INTERSECTION OF THE
 BW0118'COLLEGE ENTRANCE ROAD AND THE MACADAM ROAD, 18 FEET SOUTHEAST
 BW0118'OF A WHITE WITNESS POST, AND 13 FEET EAST OF THE ILLINOIS
 BW0118'CENTRAL RAILROAD RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8
 BW0118'INCHES, AND THE DISK IS STAMPED BROOKHAVEN NORTH BASE 1946.
 BW0118'
 BW0118'REFERENCE MARK NO. 1 IS 84.88 FEET NORTH-NORTHWEST OF STATION
 BW0118'AND 1 FOOT EAST OF THE RAILROAD RIGHT-OF-WAY FENCE.  THE MARK
 BW0118'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BROOKHAVEN NORTH
 BW0118'BASE NO 1 1946.
 BW0118'
 BW0118'REFERENCE MARK NO. 2 IS 126.42 FEET EAST-SOUTHEAST OF STATION,
 BW0118'16 FEET NORTH OF APPROXIMATE CENTERLINE OF THE COLLEGE ENTRANCE
 BW0118'ROAD, AND 2 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  THE
 BW0118'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BROOKHAVEN
 BW0118'NORTH BASE NO 2 1946.
 BW0118'
 BW0118'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION, 186 FEET EAST OF
 BW0118'APPROXIMATE CENTERLINE OF MACADAM ROAD, 4 FEET SOUTH OF A WHITE
 BW0118'WITNESS POST, AND 2 FEET SOUTH OF A FENCE CORNER.  THE MARK
 BW0118'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BROOKHAVEN NORTH
 BW0118'BASE 1946.
 BW0118'
 BW0118'TO REACH STATION FROM THE CAUTION LIGHT IN WESSON, GO SOUTH 1
 BW0118'BLOCK AND TURN LEFT, GO EAST 1 BLOCK AND TURN RIGHT, GO SOUTH
 BW0118'0.5 MILE TO THE COPIAH-LINCOLN JUNIOR COLLEGE ENTRANCE AND
 BW0118'THE STATION ON RIGHT.
 BW0118'
 BW0118'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH 0.4 MILE, AND
 BW0118'AZIMUTH IS AS DESCRIBED.
 BW0118'
 BW0118'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW0118
 BW0118                          STATION RECOVERY (1955)
 BW0118
 BW0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0118'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW0118'CONDITION.  THE 1948 RECOVERY NOTE BY F.X.P. IS ADEQUATE.
 BW0118'NOTE--THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A
 BW0118'BRICK BUILDING.
 BW0118
 BW0118                          STATION RECOVERY (1958)
 BW0118
 BW0118'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BW0118'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1946 DESCRIPTION
 BW0118'IS ADEQUATE.
 BW0118
 BW0118                          STATION RECOVERY (1964)
 BW0118
 BW0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BW0118'THE STATION WAS VISITED 9/8/64 AND THE STATION, REFERENCE MARK
 BW0118'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW0118'CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE
 BW0118'DUE TO THE BUILDING OF A NATIONAL GUARD ARMORY AT THE SITE.
 BW0118'A NEW DESCRIPTION FOLLOWS--
 BW0118'
 BW0118'THE STATION IS LOCATED 0.5 MILE SOUTH OF WESSON AT AND DIRECTLY
 BW0118'WEST OF THE MAIN ENTRANCE TO THE COPIAH-LINCOLN JUNIOR COLLEGE,
 BW0118'BETWEEN THE NORTH-SOUTH ROAD AND THE ILLINOIS CENTRAL RAILROAD
 BW0118'TRACKS.  IT IS 95 FEET WEST OF THE SOUTHWEST CORNER OF THE
 BW0118'ADMINISTRATION BUILDING, 81.5 FEET WEST-SOUTHWEST OF A POWER
 BW0118'POLE, 6 FEET SOUTH OF THE PROJECTED CENTER LINE OF THE MAIN
 BW0118'ENTRANCE TO THE COLLEGE, 28 FEET SOUTH-SOUTHEAST OF A TELEGRAPH
 BW0118'POLE, 15 FEET EAST OF THE EAST EDGE OF A RAILROAD CUT, 46 FEET
 BW0118'WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 77 FEET
 BW0118'NORTH-NORTHWEST OF A CEDAR TREE, 49 FEET NORTH-NORTHWEST OF A 2-FOOT
 BW0118'OAK TREE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW0118'IT IS A STANDARD DISK STAMPED BROOKHAVEN NORTH BASE 1946,
 BW0118'PROJECTING 6 INCHES.
 BW0118'
 BW0118'REFERENCE MARK NO. 1 IS 84.88 FEET NNW OF THE STATION, 60 FEET
 BW0118'W. OF THE CENTER OF THE ROAD, 10 FEET E. OF THE E. BANK OF
 BW0118'THE RAILROAD CUT, 50.5 FEET NW OF A POWER POLE (BRACE POLE).  IT
 BW0118'IS A STANDARD DISK STAMPED BROOKHAVEN NORTH BASE NO 1 1946,
 BW0118'PROJECTING 6 INCHES.
 BW0118'
 BW0118'REFERENCE MARK NO. 2 IS 126.42 FEET ESE OF THE STATION, 1 FOOT
 BW0118'W. OF THE S. ONE OF TWO BRICK PILLARS ON THE NORTH SIDE OF
 BW0118'THE ENTRANCE TO THE COLLEGE, 2 FEET SOUTH OF THE SOUTH EDGE
 BW0118'OF THE SIDEWALK, 17 FEET NORTH OF THE CENTER OF THE ENTRANCE
 BW0118'TO THE COLLEGE, 80 FEET E. OF THE CENTER OF THE NORTH-SOUTH
 BW0118'ROAD, 45 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 BW0118'PLATFORM OF THE SOUTH ENTRANCE TO THE ADM. BUILDING.  IT IS
 BW0118'A STANDARD DISK, STAMPED BROOKHAVEN NORTH BASE NO 2 1946, 3
 BW0118'INCHES BELOW THE GROUND.
 BW0118'
 BW0118'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 33 FEET WEST
 BW0118'OF THE CENTER OF THE ROAD, 23 FEET NORTH OF A BRACE POLE FOR
 BW0118'POWER POLE NO. 130, 66 FEET WSW OF POWER POLE NO. 130, 1 FOOT
 BW0118'SOUTH OF A METAL WITNESS POST AND AT THE EAST EDGE OF A
 BW0118'CULTIVATED FIELD.  IT IS A STANDARD DISK STAMPED BROOKHAVEN
 BW0118'NORTH BASE 1946 RESET 1964, PROJECTING 6 INCHES.
 BW0118'
 BW0118'TO REACH THE STATION FROM THE POST OFFICE IN WESSON, GO SOUTH
 BW0118'1/2 BLOCK TO A STOP LIGHT, TURN LEFT, THEN RIGHT AND PASS WEST
 BW0118'OF THE WATER TANK, GO SOUTH FOR 0.5 MILE TO THE COLLEGE ON THE
 BW0118'LEFT AND THE STATION ON THE RIGHT.  CONTINUE SOUTH FOR 0.3
 BW0118'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW0118
 BW0118                          STATION RECOVERY (1966)
 BW0118
 BW0118'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 (HBT)
 BW0118'THE STATION WAS VISITED 1-11-66 AND ALL MARKS WERE FOUND IN
 BW0118'GOOD CONDITION.
 BW0118'
 BW0118'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BW0118'OFFICE IN WESSON.  GO WEST FOR 0.02 MILE TO HIGHWAY 51.  TURN
 BW0118'LEFT AND GO 0.03 MILES TO A TRAFFIC LIGHT.  TURN LEFT AND FOLLOW
 BW0118'THE MAIN STREET ACROSS THE RAILROAD TRACK FOR 0.7 MILES TO
 BW0118'THE COLLEGE AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BW0118'FROM THE STATION CONTINUE SOUTH FOR 0.3 MILES TO THE MARK ON THE
 BW0118'RIGHT.
 BW0118'
 BW0118'STATION DISK IS STAMPED BROOKHAVEN NORTH BASE (1946) AND PROJECTS
 BW0118'6 INCHES.  IT IS 95 FEET WEST OF SOUTHWEST CORNER OF THE
 BW0118'ADMINISTRATION BUILDING, 81 FEET SOUTH OF A POWER POLE, 49 FEET
 BW0118'NORTHWEST OF A 24 INCH OAK.  46 FEET WEST OF CENTER OF A
 BW0118'BLACKTOP ROAD, 15 FEET EAST OF THE EAST EDGE OF A RAILROAD
 BW0118'CUT AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW0118'
 BW0118'R.M. 1 IS 60 FEET WEST OF CENTER OF A BLACKTOP ROAD, AND 1
 BW0118'FOOT EAST OF EAST BANK OF THE RAILROAD CUT AND 50 FEET NORTHWEST
 BW0118'OF A POWER POLE WITH A BRACE ON IT, IS STAMPED BROOKHAVEN NORTH
 BW0118'BASE NO 1 1946 AND PROJECTS 6 INCHES.
 BW0118'
 BW0118'R.M. 2 IS 80 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 17
 BW0118'FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE COLLEGE, 2
 BW0118'FEET SOUTH OF THE EDGE OF SIDEWALK AND 1 FOOT WEST OF THE SOUTH
 BW0118'ONE OF TWO BRICK PILLOWS ON THE NORTH SIDE OF THE ENTRANCE TO
 BW0118'THE COLLEGE, IS STAMPED BROOKHAVEN NORTH BASE NO 2 (1946)
 BW0118'AND PROJECTS 6 INCHES.
 BW0118'
 BW0118'AZIMUTH MARK IS 66 FEET WEST OF A POWER POLE 130, 33 FEET
 BW0118'NORTH OF THE CENTER OF A BLACKTOP ROAD, 3.5 FEET NORTH OF A
 BW0118'BRACE POLE FOR 130 AND 1 FOOT SOUTH OF A METAL WITNESS POST
 BW0118'BROOKHAVEN NORTH BASE (1946) RESET (1964) AND PROJECTS 6 INCHES.
 BW0118
 BW0118                          STATION RECOVERY (1967)
 BW0118
 BW0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RFB)
 BW0118'STATION AND R.M. 1 FOUND IN GOOD CONDITION.
 BW0118
 BW0118                          STATION RECOVERY (1969)
 BW0118
 BW0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0118'THE STATION, R.M. 1 AND 2, THE AZIMUTH MARK WERE ALL RECOVERED
 BW0118'AND IN GOOD CONDITION.
 BW0118'
 BW0118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 BW0118'SOUTH OF WESSON
 BW0118
 BW0118                          STATION RECOVERY (1969)
 BW0118
 BW0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0118'0.7 MI S FROM WESSON.
 BW0118'ABOUT 0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0118'CROSSING OF SPRING STREET AT WESSON, 0.1 MILE NORTH OF MILEPOST 775,
 BW0118'0.15 MILE SOUTH OF A WOODEN OVERPASS, 95.0 FEET WEST OF AND ACROSS
 BW0118'PINE STREET FROM THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING
 BW0118'FOR THE COPIAH-LINCOLN JUNIOR COLLEGE, IN LINE WITH THE EXTENDED
 BW0118'CENTER LINE OF STREET LEADING THRU CAMPUS GROUNDS, 61 FEET EAST OF THE
 BW0118'EAST RAIL OF THE EAST TRACK, 46 FEET WEST OF THE CENTER LINE OF PINE
 BW0118'STREET, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BW0118'STREET, 15 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BW0118'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND. 1/4,
 BW0118'SEC 4, T 8N, R 8E.
 BW0118
 BW0118                          STATION RECOVERY (1970)
 BW0118
 BW0118'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW0118'ALL FOUR MARKS FOUND IN GOOD CONDITION.
 BW0118
 BW0118                          STATION RECOVERY (1972)
 BW0118
 BW0118'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (AFH)
 BW0118'STA., R.M. 1, R.M. 2, AZ RESET-GOOD
 BW0118
 BW0118                          STATION RECOVERY (1992)
 BW0118
 BW0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0118'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0118'HAZELHURST, THENCE 20.0 KM (12.40 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0118'CENTRAL RAILROAD, AT THE WEST EDGE OF THE LINCOLN-COPIAH COMMUNITY
 BW0118'COLLEGE, 38.5 M (126.3 FT) WEST-NORTHWEST OF REFERENCE MARK 2, 29.0 M
 BW0118'(95.1 FT) WEST OF THE SOUTHWEST CORNER OF THE J M EWING
 BW0118'ADMINISTRATION BUILDING, 25.9 M (85.0 FT) SOUTH-SOUTHWEST OF
 BW0118'REFERENCE MARK 1, 22.2 M (72.8 FT) SOUTHEAST OF THE NEAR RAIL, 14.1 M
 BW0118'(46.3 FT) NORTHWEST OF THE CENTER OF PINE STREET, 3.6 M (11.8 FT)
 BW0118'SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF A PAVED STREET, 3.1 M
 BW0118'(10.2 FT) ABOVE THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST OF A
 BW0118'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 BW0118'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0116 ***********************************************************************
 BW0116  DESIGNATION -  BROOKHAVEN N BASE AZ MK RESET
 BW0116  PID         -  BW0116
 BW0116  STATE/COUNTY-  MS/COPIAH
 BW0116  USGS QUAD   -  WESSON (1972)
 BW0116
 BW0116                         *CURRENT SURVEY CONTROL
 BW0116  ___________________________________________________________________
 BW0116* NAD 83(1986)-  31 41 19.     (N)    090 24 06.     (W)     SCALED    
 BW0116* NAVD 88     -       145.334  (meters)     476.82   (feet)  ADJUSTED  
 BW0116  ___________________________________________________________________
 BW0116  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0116  DYNAMIC HT  -         145.159 (meters)     476.24  (feet)  COMP
 BW0116  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BW0116
 BW0116  VERT ORDER  -  FIRST     CLASS I
 BW0116
 BW0116.The horizontal coordinates were scaled from a topographic map and have
 BW0116.an estimated accuracy of +/- 6 seconds.
 BW0116
 BW0116.The orthometric height was determined by differential leveling
 BW0116.and adjusted in June 1991.
 BW0116
 BW0116.The geoid height was determined by GEOID03.
 BW0116
 BW0116.The dynamic height is computed by dividing the NAVD 88
 BW0116.geopotential number by the normal gravity value computed on the
 BW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0116.degrees latitude (g = 980.6199 gals.).
 BW0116
 BW0116.The modeled gravity was interpolated from observed gravity values.
 BW0116
 BW0116;                    North         East    Units  Estimated Accuracy
 BW0116;SPC MS W     -   242,630.      693,520.      MT  (+/- 180 meters Scaled)
 BW0116
 BW0116                          SUPERSEDED SURVEY CONTROL
 BW0116
 BW0116  NGVD 29 (??/??/??)  145.332  (m)          476.81   (f) ADJUSTED    1 1
 BW0116
 BW0116.Superseded values are not recommended for survey control.
 BW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0116.See file dsdata.txt to determine how the superseded data were derived.
 BW0116
 BW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR462088(NAD 83)
 BW0116_MARKER: DZ = AZIMUTH MARK DISK
 BW0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0116_STAMPING: BROOKHAVEN NORTH BASE 1946 RESET 1964
 BW0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0116+STABILITY: SURFACE MOTION
 BW0116
 BW0116  HISTORY     - Date     Condition        Report By
 BW0116  HISTORY     - 1964     MONUMENTED       CGS
 BW0116  HISTORY     - 1969     GOOD             NGS
 BW0116  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0116
 BW0116                          STATION DESCRIPTION
 BW0116
 BW0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0116'1.0 MI S FROM WESSON.
 BW0116'ABOUT 1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0116'CROSSING OF SPRING STREET AT WESSON, 206 FEET EAST OF THE EAST RAIL OF
 BW0116'EAST TRACK, 66 FEET SOUTHWEST OF AND ACROSS A BLACK TOPPED ROAD FROM
 BW0116'POWER LINE POLE 130, 33 FEET WEST OF THE CENTER LINE OF THE BLACK
 BW0116'TOPPED ROAD, 3 1/2 FEET NORTH OF A POWER LINE BRACE POLE, 0.05 MILE
 BW0116'SOUTH OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING EAST FROM THE
 BW0116'NORTH-SOUTH ROAD, IN SECTION 4, R 8 E, T 8N, 1 FOOT SOUTH OF A METAL
 BW0116'WITNESS POST, ABOUT LEVEL WITH THE BLACK TOPPED ROAD AND SET IN THE
 BW0116'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 BW0116'GROUND.
 BW0116
 BW0116                          STATION RECOVERY (1992)
 BW0116
 BW0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0117 ***********************************************************************
 BW0117  DESIGNATION -  BROOKHAVEN N BASE RM 2
 BW0117  PID         -  BW0117
 BW0117  STATE/COUNTY-  MS/COPIAH
 BW0117  USGS QUAD   -  WESSON (1972)
 BW0117
 BW0117                         *CURRENT SURVEY CONTROL
 BW0117  ___________________________________________________________________
 BW0117* NAD 83(1986)-  31 41 33.     (N)    090 24 02.     (W)     SCALED    
 BW0117* NAVD 88     -       146.442  (meters)     480.45   (feet)  ADJUSTED  
 BW0117  ___________________________________________________________________
 BW0117  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0117  DYNAMIC HT  -         146.266 (meters)     479.87  (feet)  COMP
 BW0117  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 BW0117
 BW0117  VERT ORDER  -  FIRST     CLASS I
 BW0117
 BW0117.The horizontal coordinates were scaled from a topographic map and have
 BW0117.an estimated accuracy of +/- 6 seconds.
 BW0117
 BW0117.The orthometric height was determined by differential leveling
 BW0117.and adjusted in February 1994.
 BW0117
 BW0117.The geoid height was determined by GEOID03.
 BW0117
 BW0117.The dynamic height is computed by dividing the NAVD 88
 BW0117.geopotential number by the normal gravity value computed on the
 BW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0117.degrees latitude (g = 980.6199 gals.).
 BW0117
 BW0117.The modeled gravity was interpolated from observed gravity values.
 BW0117
 BW0117;                    North         East    Units  Estimated Accuracy
 BW0117;SPC MS W     -   243,060.      693,630.      MT  (+/- 180 meters Scaled)
 BW0117
 BW0117                          SUPERSEDED SURVEY CONTROL
 BW0117
 BW0117  NAVD 88 (06/15/91)  146.451  (m)          480.48   (f) UNKNOWN     1 1
 BW0117  NGVD 29 (??/??/??)  146.449  (m)          480.47   (f) ADJUSTED    1 1
 BW0117
 BW0117.Superseded values are not recommended for survey control.
 BW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0117.See file dsdata.txt to determine how the superseded data were derived.
 BW0117
 BW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR463092(NAD 83)
 BW0117_MARKER: DR = REFERENCE MARK DISK
 BW0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0117_SP_SET: CONCRETE POST
 BW0117_STAMPING: BROOKHAVEN NORTH BASE NO 2 1946
 BW0117_MARK LOGO: CGS   
 BW0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0117+STABILITY: SURFACE MOTION
 BW0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0117+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0117
 BW0117  HISTORY     - Date     Condition        Report By
 BW0117  HISTORY     - 1946     MONUMENTED       CGS
 BW0117  HISTORY     - 1969     GOOD             NGS
 BW0117  HISTORY     - 19920720 GOOD             NGS
 BW0117
 BW0117                          STATION DESCRIPTION
 BW0117
 BW0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0117'0.7 MI S FROM WESSON.
 BW0117'ABOUT 0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0117'CROSSING OF SPRING STREET AT WESSON, AT THE LINCOLN-COPIAH JUNIOR
 BW0117'COLLEGE, 45.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STEP TO
 BW0117'THE SOUTH ENTRANCE TO ADMINISTRATION BUILDING, 80 FEET EAST OF THE
 BW0117'CENTER LINE OF PIKE STREET, 17 FEET NORTH OF THE CENTER LINE OF A
 BW0117'BLACK TOPPED STREET LEADING THRU THE CAMPUS GROUNDS, 126.4 FEET
 BW0117'SOUTHEAST OF AND ACROSS A BLACK TOPPED STREET FROM THE STATION MARK, 2
 BW0117'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1 FOOT WEST OF THE
 BW0117'NORTHWEST CORNER OF THE SOUTH ONE OF TWO BRICK PILLARS ON NORTH SIDE
 BW0117'OF STREET LEADING THRU CAMPUS, 140.5 FEET SOUTHEAST OF AND ACROSS A
 BW0117'BLACK TOPPED STREET FROM RM 1, SET IN THE TOP OF A CONCRETE POST 3
 BW0117'INCHES BELOW THE LEVEL OF THE GROUND.  1/4, SEC 4, T 8N, R 8E.
 BW0117
 BW0117                          STATION RECOVERY (1992)
 BW0117
 BW0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0117'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0117'HAZELHURST, THENCE 20.0 KM (12.40 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0117'CENTRAL RAILROAD, AT THE WEST EDGE OF THE LINCOLN-COPIAH COMMUNITY
 BW0117'COLLEGE, 60.7 M (199.1 FT) SOUTHEAST OF THE NEAR RAIL, 38.5 M
 BW0117'(126.3 FT) EAST-SOUTHEAST OF TRIANGULATION STATION BROOKHAVEN NB,
 BW0117'24.4 M (80.1 FT) EAST OF THE CENTER OF PINE STREET, 16.3 M (53.5 FT)
 BW0117'SOUTH OF THE SOUTHWEST CORNER OF THE J M EWING ADMINISTRATION
 BW0117'BUILDING, 5.2 M (17.1 FT) NORTH OF THE CENTER OF A PAVED STREET, 3.1
 BW0117'M (10.2 FT) ABOVE THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF THE
 BW0117'SOUTH EDGE OF A SIDEWALK, 0.3 M (1.0 FT) WEST OF THE NORTHWEST CORNER
 BW0117'OF THE MOST SOUTHERLY OF 2 PILLARS NORTH OF THE PAVED STREET, AND THE
 BW0117'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0119 ***********************************************************************
 BW0119  DESIGNATION -  BROOKHAVEN N BASE RM 1
 BW0119  PID         -  BW0119
 BW0119  STATE/COUNTY-  MS/COPIAH
 BW0119  USGS QUAD   -  WESSON (1972)
 BW0119
 BW0119                         *CURRENT SURVEY CONTROL
 BW0119  ___________________________________________________________________
 BW0119* NAD 83(1986)-  31 41 33.     (N)    090 24 02.     (W)     SCALED    
 BW0119* NAVD 88     -       147.644  (meters)     484.40   (feet)  ADJUSTED  
 BW0119  ___________________________________________________________________
 BW0119  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0119  DYNAMIC HT  -         147.466 (meters)     483.81  (feet)  COMP
 BW0119  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 BW0119
 BW0119  VERT ORDER  -  FIRST     CLASS I
 BW0119
 BW0119.The horizontal coordinates were scaled from a topographic map and have
 BW0119.an estimated accuracy of +/- 6 seconds.
 BW0119
 BW0119.The orthometric height was determined by differential leveling
 BW0119.and adjusted in February 1994.
 BW0119
 BW0119.The geoid height was determined by GEOID03.
 BW0119
 BW0119.The dynamic height is computed by dividing the NAVD 88
 BW0119.geopotential number by the normal gravity value computed on the
 BW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0119.degrees latitude (g = 980.6199 gals.).
 BW0119
 BW0119.The modeled gravity was interpolated from observed gravity values.
 BW0119
 BW0119;                    North         East    Units  Estimated Accuracy
 BW0119;SPC MS W     -   243,060.      693,630.      MT  (+/- 180 meters Scaled)
 BW0119
 BW0119                          SUPERSEDED SURVEY CONTROL
 BW0119
 BW0119  NAVD 88 (06/15/91)  147.651  (m)          484.42   (f) UNKNOWN     1 1
 BW0119  NGVD 29 (??/??/??)  147.649  (m)          484.41   (f) ADJUSTED    1 1
 BW0119
 BW0119.Superseded values are not recommended for survey control.
 BW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0119.See file dsdata.txt to determine how the superseded data were derived.
 BW0119
 BW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR463092(NAD 83)
 BW0119_MARKER: DR = REFERENCE MARK DISK
 BW0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0119_SP_SET: CONCRETE POST
 BW0119_STAMPING: BROOKHAVEN NORTH BASE NO 1 1946
 BW0119_MARK LOGO: CGS   
 BW0119_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0119+STABILITY: SURFACE MOTION
 BW0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0119+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0119
 BW0119  HISTORY     - Date     Condition        Report By
 BW0119  HISTORY     - 1946     MONUMENTED       CGS
 BW0119  HISTORY     - 1969     GOOD             NGS
 BW0119  HISTORY     - 19920720 GOOD             NGS
 BW0119
 BW0119                          STATION DESCRIPTION
 BW0119
 BW0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0119'0.7 MI S FROM WESSON.
 BW0119'ABOUT 0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0119'CROSSING OF SPRING STREET AT WESSON, 84.9 FEET NORTHWEST OF THE
 BW0119'STATION MARK DESCRIBED, 59 FEET WEST OF THE CENTER LINE OF PINE
 BW0119'STREET, 10 FEET EAST OF THE EAST BANK FOR A RAILROAD CUT, 140.5 FEET
 BW0119'NORTHWEST OF AND ACROSS PINE STREET FROM RM 2, ABOUT LEVEL WITH THE
 BW0119'ROAD, 15 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BW0119'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND. 1/4,
 BW0119'SEC 4, T 8N, R 8E.
 BW0119
 BW0119                          STATION RECOVERY (1992)
 BW0119
 BW0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0119'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0119'HAZELHURST, THENCE 20.0 KM (12.40 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0119'CENTRAL RAILROAD, AT THE WEST EDGE OF THE LINCOLN-COPIAH COMMUNITY
 BW0119'COLLEGE, 39.7 M (130.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE J
 BW0119'M EWING ADMINISTRATION BUILDING, 25.9 M (85.0 FT) NORTH-NORTHEAST OF
 BW0119'TRIANGULATION STATION BROOKHAVEN NB, 21.8 M (71.5 FT) NORTH OF THE
 BW0119'EXTENDED CENTER OF A PAVED STREET, 21.7 M (71.2 FT) SOUTHEAST OF THE
 BW0119'NEAR RAIL, 18.0 M (59.1 FT) EAST OF THE CENTER OF PINE STREET, 3.1 M
 BW0119'(10.2 FT) ABOVE THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.3
 BW0119'M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0106 ***********************************************************************
 BW0106  DESIGNATION -  BROOKHAVEN S BASE
 BW0106  PID         -  BW0106
 BW0106  STATE/COUNTY-  MS/LINCOLN
 BW0106  USGS QUAD   -  BROOKHAVEN (1972)
 BW0106
 BW0106                         *CURRENT SURVEY CONTROL
 BW0106  ___________________________________________________________________
 BW0106* NAD 83(1993)-  31 36 08.68785(N)    090 26 02.29242(W)     ADJUSTED  
 BW0106* NAVD 88     -       151.566  (meters)     497.26   (feet)  ADJUSTED  
 BW0106  ___________________________________________________________________
 BW0106  X           -     -41,183.580 (meters)                     COMP
 BW0106  Y           -  -5,437,241.220 (meters)                     COMP
 BW0106  Z           -   3,323,029.675 (meters)                     COMP
 BW0106  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BW0106  ELLIP HEIGHT-         125.615 (meters)          (05/13/94) ADJUSTED
 BW0106  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW0106  DYNAMIC HT  -         151.382 (meters)     496.66  (feet)  COMP
 BW0106  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BW0106
 BW0106  HORZ ORDER  -  FIRST
 BW0106  VERT ORDER  -  FIRST     CLASS I
 BW0106  ELLP ORDER  -  FOURTH    CLASS I
 BW0106
 BW0106.The horizontal coordinates were established by classical geodetic methods
 BW0106.and adjusted by the National Geodetic Survey in May 1994.
 BW0106
 BW0106.The orthometric height was determined by differential leveling
 BW0106.and adjusted in June 1991.
 BW0106
 BW0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0106
 BW0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0106
 BW0106.The ellipsoidal height was determined by GPS observations
 BW0106.and is referenced to NAD 83.
 BW0106
 BW0106.The geoid height was determined by GEOID03.
 BW0106
 BW0106.The dynamic height is computed by dividing the NAVD 88
 BW0106.geopotential number by the normal gravity value computed on the
 BW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0106.degrees latitude (g = 980.6199 gals.).
 BW0106
 BW0106.The modeled gravity was interpolated from observed gravity values.
 BW0106
 BW0106;                    North         East     Units Scale Factor Converg.
 BW0106;SPC MS W     -   233,070.158   690,450.184   MT  0.99995112   -0 03 09.8
 BW0106;SPC MS W     -   764,664.34  2,265,251.98   sFT  0.99995112   -0 03 09.8
 BW0106;UTM  15      - 3,499,225.518   743,452.244   MT  1.00033106   +1 20 43.1
 BW0106
 BW0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0106!SPC MS W     -   0.99998028  x   0.99995112  =   0.99993140
 BW0106!UTM  15      -   0.99998028  x   1.00033106  =   1.00031133
 BW0106
 BW0106:                Primary Azimuth Mark                     Grid Az
 BW0106:SPC MS W     -  BROOKHAVEN S BASE AZ MK                  017 19 07.3
 BW0106:UTM  15      -  BROOKHAVEN S BASE AZ MK                  015 55 14.4
 BW0106
 BW0106|---------------------------------------------------------------------|
 BW0106| PID    Reference Object                     Distance      Geod. Az  |
 BW0106|                                                           dddmmss.s |
 BW0106| BW0107 BROOKHAVEN S BASE AZ MK                            0171557.5 |
 BW0106| BW2212 WESSON WATER TANK                   APPROX.11.4 KM 0173835.7 |
 BW0106| BW0105 BROOKHAVEN S BASE RM 3               25.273 METERS 09333     |
 BW0106| CY3891 BROOKHAVEN S BASE RM 1               25.368 METERS 09337     |
 BW0106| BW2209 BROOKHAVEN WATER TANK               APPROX. 2.1 KM 1923133.1 |
 BW0106| BW2208 BROOKHAVEN CONCRETE STACK           APPROX. 2.3 KM 1964307.6 |
 BW0106| BW0104 BROOKHAVEN S BASE RM 2               24.655 METERS 20540     |
 BW0106|---------------------------------------------------------------------|
 BW0106
 BW0106                          SUPERSEDED SURVEY CONTROL
 BW0106
 BW0106  ELLIP H (01/21/93)  126.325  (m)                       GP(       ) 4 2
 BW0106  NAD 83(1986)-  31 36 08.70410(N)    090 26 02.28913(W) AD(       ) 1
 BW0106  NAD 27      -  31 36 08.09500(N)    090 26 01.94900(W) AD(       ) 1
 BW0106  NGVD 29 (??/??/??)  151.562  (m)          497.25   (f) ADJUSTED    1 1
 BW0106
 BW0106.Superseded values are not recommended for survey control.
 BW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0106.See file dsdata.txt to determine how the superseded data were derived.
 BW0106
 BW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4345299226(NAD 83)
 BW0106_MARKER: DS = TRIANGULATION STATION DISK
 BW0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0106_SP_SET: SQUARE CONCRETE MONUMENT
 BW0106_STAMPING: BROOKHAVEN SOUTH BASE 1946
 BW0106_MARK LOGO: CGS   
 BW0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0106+STABILITY: SURFACE MOTION
 BW0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0106+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 BW0106
 BW0106  HISTORY     - Date     Condition        Report By
 BW0106  HISTORY     - 1946     MONUMENTED       CGS
 BW0106  HISTORY     - 1947     GOOD             CGS
 BW0106  HISTORY     - 1955     GOOD             CGS
 BW0106  HISTORY     - 1959     GOOD             MSHD
 BW0106  HISTORY     - 1965     GOOD             CGS
 BW0106  HISTORY     - 1968     GOOD             MSHD
 BW0106  HISTORY     - 1968     GOOD             CGS
 BW0106  HISTORY     - 1969     GOOD             CGS
 BW0106  HISTORY     - 1969     GOOD             MSSU
 BW0106  HISTORY     - 1969     GOOD             NGS
 BW0106  HISTORY     - 1970     GOOD             NGS
 BW0106  HISTORY     - 1988     GOOD             NGS
 BW0106  HISTORY     - 19920619 GOOD             NGS
 BW0106  HISTORY     - 20031203 GOOD             JCLS
 BW0106
 BW0106                          STATION DESCRIPTION
 BW0106
 BW0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW0106'THIS STATION IS LOCATED APPROXIMATELY 1.5 MILES N OF THE
 BW0106'BUSINESS DISTRICT IN BROOKHAVEN, 57 FEET E OF THE E RAIL OF
 BW0106'THE ILLINOIS CENTRAL RAILROAD, 19 FEET S OF THE SW EDGE OF
 BW0106'RAILROAD WATER TANK, 78 FEET N OF AIRPORT FENCE CORNER, 61
 BW0106'FEET W OF APPROXIMATE CENTER LINE OF A GRAVEL ROAD, 9 FEET
 BW0106'E OF A STANDARD REFERENCE POST, AND 31 FEET SE OF A TELEPHONE
 BW0106'POLE WITH DISPATCHERS PHONE BOX ON IT.
 BW0106'
 BW0106'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW0106'BROOKHAVEN SOUTH BASE 1946, AND PROJECTS 6 INCHES.  UNDERGROUND
 BW0106'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW0106'
 BW0106'REFERENCE MARK 1 IS 83.23 FEET E OF THE STATION, 17 FEET E OF
 BW0106'THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD, 1 FOOT W OF
 BW0106'AIRPORT FENCE LINE, AND 62 FEET SE OF THE E EDGE OF THE RAILROAD
 BW0106'WATER TANK.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 BW0106'STAMPED BROOKHAVEN SOUTH BASE NO 1 1946, AND PROJECTS 8 INCHES.
 BW0106'
 BW0106'REFERENCE MARK 2 IS 80.87 FEET S OF THE STATION, 4 FEET S OF
 BW0106'A RAILROAD CROSSING-WARNING SIGN, 4 FEET SW OF THE AIRPORT
 BW0106'FENCE CORNER, AND 45 FEET E OF THE E RAIL OF THE RAILROAD.
 BW0106'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BROOKHAVEN
 BW0106'SOUTH BASE NO 2 1946, AND PROJECTS 4 INCHES.
 BW0106'
 BW0106'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N OF THE STATION,
 BW0106'6 FEET E OF A STANDARD REFERENCE POST, 5 FEET SE OF A FENCE
 BW0106'CORNER, 26 FEET W OF THE APPROXIMATE CENTER LINE OF A TRACK
 BW0106'ROAD, AND 50.5 FEET E OF E RAIL OF RAILROAD TRACK.  IT IS A
 BW0106'BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED BROOKHAVEN SOUTH
 BW0106'BASE 1946, AND PROJECTS 5 INCHES.
 BW0106'
 BW0106'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN, GO
 BW0106'N ON PAVED STREET PASSING THE HOSPITAL FOR 1.4 MILES TO A SIDE
 BW0106'ROAD RIGHT, TURN RIGHT AND GO E 0.5 MILE TO THE RAILROAD
 BW0106'TRACKS, TURN LEFT ALONG THE TRACKS AND GO N 0.2 MILE TO A
 BW0106'RAILROAD CROSSING ON RIGHT, HERE TURN RIGHT AND CROSS RAILROAD
 BW0106'TRACKS TO STATION ON LEFT AS DESCRIBED.
 BW0106'
 BW0106'TO REACH THE AZIMUTH MARK FROM THIS STATION, FOLLOW TRACK
 BW0106'ROAD N FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BW0106'
 BW0106'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW0106
 BW0106                          STATION RECOVERY (1947)
 BW0106
 BW0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0106'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 BW0106'DESCRIBED BY W.J.C. IN 1946.  A SLIGHT DISCREPANCY WAS FOUND IN
 BW0106'SOME MEASUREMENTS AT THE STATION.  A NEW DESCRIPTION FOLLOWS.
 BW0106'
 BW0106'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF THE
 BW0106'BUSINESS DISTRICT OF BROOKHAVEN, 78 FEET NORTH OF AIRPORT FENCE
 BW0106'CORNER, 61 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 BW0106'GRAVELED ROAD, 57 FEET EAST OF THE EAST RAIL OF THE ILLINOIS
 BW0106'CENTRAL RAILROAD, 47 FEET SOUTH OF THE SOUTHWEST EDGE OF RAILROAD
 BW0106'WATER TANK, AND 30 FEET SOUTHEAST OF A TELEPHONE POLE WITH
 BW0106'DISPATCHERS PHONE BOX ON IT.  THE MARK PROJECTS 5 INCHES AND
 BW0106'THE DISK IS STAMPED BROOKHAVEN SOUTH BASE 1946.
 BW0106'
 BW0106'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARK ARE A
 BW0106'STANDARD BRONZE DISK SET IN CONCRETE.
 BW0106'
 BW0106'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 50 FEET EAST
 BW0106'OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 26 FEET WEST
 BW0106'OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 6 FEET EAST OF A
 BW0106'WITNESS POST, AND 5 FEET SOUTHEAST OF A FENCE CORNER.  THE
 BW0106'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BROOKHAVEN
 BW0106'SOUTH BASE 1946.
 BW0106'
 BW0106'REFERENCE MARK NO. 1 IS 25.368 METERS (83.23 FEET) EAST OF THE
 BW0106'STATION, 62 FEET SOUTHEAST OF THE EAST EDGE OF A RAILROAD WATER
 BW0106'TANK, 17 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW0106'ROAD, AND 1 FOOT WEST OF AIRPORT FENCE LINE.  THE MARK PROJECTS
 BW0106'7 INCHES AND THE DISK IS STAMPED BROOKHAVEN SOUTH BASE NO 1 1946.
 BW0106'
 BW0106'REFERENCE MARK NO. 2 IS 24.649 METERS (80.87 FEET) SOUTH OF THE
 BW0106'STATION.
 BW0106'
 BW0106'IT IS 45 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 BW0106'RAILROAD, AND 4 FEET WEST OF AIRPORT FENCE CORNER.  THE MARK
 BW0106'PROJECTS 5 INCHES AND THE DISK IS STAMPED BROOKHAVEN SOUTH
 BW0106'BASE NO. 2 1946.
 BW0106'
 BW0106'THE 1946 DESCRIPTION TO REACH THE STATION AND THE AZIMUTH
 BW0106'MARK IS ADEQUATE AND CORRECT.
 BW0106'
 BW0106'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW0106
 BW0106                          STATION RECOVERY (1955)
 BW0106
 BW0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0106'THE STATION WAS VISITED 10-17-55 AND ALL MARKS WERE FOUND IN GOOD
 BW0106'CONDITION.  THE RAILROAD CROSSING NEAR THE STATION MENTIONED IN
 BW0106'THE ORIGINAL DESCRIPTION HAS BEEN ABANDONED AND A NEW CROSSING
 BW0106'BUILT ABOUT 0.2 MILE SOUTH OF THE STATION.  THE RAILROAD WATER
 BW0106'TANK IS STILL STANDING.  A NEW DESCRIPTION FOLLOWS DUE TO
 BW0106'CHANGES NEAR THE STATION.
 BW0106'
 BW0106'THE STATION IS LOCATED ABOUT 1.6 MILES NORTH OF THE BUSINESS
 BW0106'DISTRICT OF BROOKHAVEN ALONG THE ILLINOIS CENTRAL RAILROAD TRACK
 BW0106'AT THE SITE OF THE RAILROAD WATER TANK.  IT IS 57 FEET EAST
 BW0106'OF THE MOST EASTERLY RAIL OF THE ILLINOIS CENTRAL TRACKS, 55 FEET
 BW0106'WEST OF THE CENTER OF A GRAVELED ROAD, 58 FEET NORTH OF THE
 BW0106'CENTER OF THE ROAD CROSSING THE TRACKS (ABANDONED), 46 FEET
 BW0106'SOUTH OF THE SOUTHWEST LEG OF THE WATER TANK (WEST ONE OF TWO
 BW0106'SOUTH LEGS 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BW0106'CONCRETE BASE OF THE WATER SPOUT AND 31 FEET SOUTHEAST OF A
 BW0106'TELEGRAPH POLE NEAR THE TELEPHONE BOOTH.  IT IS A STANDARD DISK,
 BW0106'STAMPED BROOKHAVEN SOUTH BASE 1946, PROJECTING 6 INCHES
 BW0106'AND IS ABOUT 50 YARDS SOUTH-SOUTHEAST OF THE RAILROAD
 BW0106'SIGNAL 781.2.
 BW0106'
 BW0106'REFERENCE MARK NO. 1 IS 83.23 FEET EAST OF THE STATION, 26 FEET
 BW0106'EAST OF THE CENTER OF THE GRAVELED ROAD, 21 FEET SOUTH OF THE
 BW0106'CENTER OF A FIELD ROAD, 62 FEET SOUTHEAST OF THE SOUTHEAST LEG
 BW0106'OF THE WATER TANK (SOUTH ONE OF TWO EAST LEGS), AND 67 FEET
 BW0106'SOUTHEAST OF THE IRON LADDER FOR THE WATER TANK.  IT IS A STANDARD
 BW0106'DISK, STAMPED BROOKHAVEN SOUTH BASE NO 1 1946, PROJECTING 6
 BW0106'INCHES.
 BW0106'
 BW0106'REFERENCE MARK NO. 2 IS 80.87 FEET SOUTH OF THE STATION, 19
 BW0106'FEET SOUTH OF THE CENTER OF THE ABANDONED ROAD CROSSING THE
 BW0106'RAILROAD TRACKS, 45 FEET EAST OF THE MOST EASTERLY RAIL OF
 BW0106'THE TRACKS, 60 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 BW0106'6 FEET SOUTHWEST OF THE SOUTH POST OF A BARRICADE ACROSS OLD
 BW0106'ROAD.  IT IS A STANDARD DISK, STAMPED BROOKHAVEN SOUTH BASE
 BW0106'NO 2 1946, PROJECTING 6 INCHES.
 BW0106'
 BW0106'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, AT A FORKS
 BW0106'IN THE GRAVELED ROAD AT A POINT WHERE THE ROADS BEAR RIGHT AWAY
 BW0106'FROM THE TRACKS AND LEAD TO A CREOSOTEING PLANT, 50.5 FEET EAST
 BW0106'OF THE EAST RAIL OF THE TRACKS, 11 FEET WEST OF THE PROJECTED
 BW0106'CENTER OF THE GRAVELED ROAD TO THE SOUTH, 6 FEET EAST OF A
 BW0106'WITNESS POST, 41 FEET NORTHEAST OF A TELEGRAPH POLE AND 29
 BW0106'FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AT THE CURVE.
 BW0106'IT IS A STANDARD DISK, STAMPED BROOKHAVEN SOUTH BASE 1946,
 BW0106'PROJECTING 10 INCHES.
 BW0106'
 BW0106'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN GO
 BW0106'NORTH 1.4 MILES TO A SIDE ROAD RIGHT AND A SMALL STORE IN THE
 BW0106'SOUTHEAST ANGLE, TURN RIGHT AND GO 0.5 MILE TO THE RAILROAD
 BW0106'TRACKS, CROSS TRACKS AND TURN LEFT FOR 0.2 MILE TO THE WATER
 BW0106'TANK AND THE STATION ON THE LEFT.  CONTINUE FOR 0.3 MILE TO
 BW0106'THE AZIMUTH MARK ON THE LEFT.
 BW0106
 BW0106                          STATION RECOVERY (1959)
 BW0106
 BW0106'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1959
 BW0106'STATION WAS RECOVERED IN GOOD CONDITION.
 BW0106'
 BW0106'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BW0106'THE AZIMUTH MARK WAS ALSO RECOVERED.
 BW0106
 BW0106                          STATION RECOVERY (1965)
 BW0106
 BW0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW0106'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M. 1
 BW0106'AND AZIMUTH MARK WERE NOT SEARCHED FOR.
 BW0106'
 BW0106'REVISED DESCRIPTION--RR WATER TANK IS GONE.  BARRICADE ACROSS
 BW0106'OLD ROAD GONE BUT OLD ABANDONED ROAD CROSSING STILL THERE.
 BW0106'TELEPHONE BOOTH TURNED OVER AT THIS DATE.  PROBABLY WILL BE
 BW0106'REMOVED.  ADD--STATION IS LOCATED 0.1 MILE NORTH OF NORTH
 BW0106'ENTRANCE TO SCREEN WIRE PLANT.
 BW0106
 BW0106                          STATION RECOVERY (1968)
 BW0106
 BW0106'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW0106'THE STATION WAS VISITED 1-5-68 AND THE STATION MARK, REFERENCE
 BW0106'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW0106'R.M. 1 WAS NOT FOUND.
 BW0106'
 BW0106'THE STATION IS LOCATED 1.6 MILES NORTH OF BROOKHAVEN IN THE
 BW0106'SOUTHEAST, 1/4 OF SECTION 5, T 7N, R 8E AND ON PROPERTY OWNED
 BW0106'BY THE ILLINOIS CENTRAL RAILROAD.  IT IS 52 FEET WEST OF THE
 BW0106'CENTER OF THE BLACKTOP ROAD, 59 FEET NORTH FO THE CENTER OF A
 BW0106'GRAVELED ROAD ENDING AT THE RAILROAD TRACK, 82 FEET NORTHWEST OF THE
 BW0106'EXTENDED NORTH WALL OF THE HARTLEY GOVE SONS COMPANY
 BW0106'BUILDING, 30 FEET SOUTHEAST OF A TELEGRAPH POLE, 121 FEET
 BW0106'SOUTHWEST OF THE END OF A CYCLONE FENCE, 57 FEET EAST
 BW0106'SOUTHEAST OF THE MOST EASTERLY RAIL OF THE RAILROAD TRACK
 BW0106'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW0106'
 BW0106'IT IS A STANDARD TRIANGULATION DISK, STAMPED BROOKHAVEN
 BW0106'SOUTH BASE 1946 PROJECTING 6 INCHES.
 BW0106'
 BW0106'REFERENCE MARK NO. 1 IS 83.23 FEET EAST OF THE STATION.
 BW0106'
 BW0106'REFERENCE MARK NO. 2 IS 80.87 FEET SOUTH OF THE STATION.
 BW0106'IT IS 62 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 45 FEET
 BW0106'EAST OF THE MOST EASTERLY RAIL OF THE RAILROAD TRACK, 18 FEET
 BW0106'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 45.5 FEET NORTHEAST
 BW0106'OF A TELEGRAPH POLE, 7 FEET NORTHWEST OF THE EXTENDED NORTH
 BW0106'WALL OF THE HARTLEY GOVE BUILDING, AND 1 FOOT NORTH OF A METAL
 BW0106'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BW0106'BROOKHAVEN SOUTH BASE NO 2 1946, PROJECTING 6 INCHES.
 BW0106'
 BW0106'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS
 BW0106'10 FEET WEST OF THE EXTENDED SOUTH TANGENT OF THE BLACKTOP
 BW0106'ROAD, 42 FEET NORTHEAST OF A TELEGRAPH POLE.  45 FEET WEST
 BW0106'NORTHWEST OF THE CENTER OF THE T INTERSECTION, 50.5 FEET
 BW0106'EAST OF THE MOST EASTERLY RAIL AND 1 FOOT WEST OF A METAL
 BW0106'WITNESS POST.  THE STATION IS NOT VISIBLE FROM THE AZIMUTH
 BW0106'MARK.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED BROOKHAVEN
 BW0106'SOUTH BASE 1946 PROJECTING 8 INCHES.
 BW0106'
 BW0106'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKHAVEN
 BW0106'GO EAST ON CHEROKEE STREET FOR 0.2 MILE TO THE INTERSECTION
 BW0106'OF FIRST STREET.  TURN LEFT (NORTH) AND CONTINUE ON FIRST
 BW0106'STREET FOR 1.7 MILES TO THE HARTLEY GOVE SONS COMPANY ON
 BW0106'THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.  TO REACH
 BW0106'THE AZIMUTH CONTINUE NORTH ON A BLACKTOP ROAD FOR 0.3 MILE TO
 BW0106'A SIDE ROAD RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0106'
 BW0106'(NOTE) THE TANK MENTIONED IN THE PREVIOUS DESCRIPTIONS HAS
 BW0106'BEEN DESTROYED.
 BW0106'
 BW0106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 BW0106'NORTH OF BROOKHAVEN
 BW0106
 BW0106                          STATION RECOVERY (1968)
 BW0106
 BW0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW0106'THE STATION WAS VISITED 2-8-68 AND THE STATION MARK, AZIMUTH
 BW0106'MARK, AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION AND R.M.
 BW0106'NO. 1 WAS FOUND DESTROYED.  R.M. NO. 3 WAS ESTABLISHED AT THIS
 BW0106'DATE AND THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 BW0106'WITHOUT CONSIDERABLE CLEARING.  A NEW DESCRIPTION FOLLOWS--
 BW0106'
 BW0106'THE STATION IS LOCATED ABOUT 1.6 MILES NORTH OF BROOKHAVEN,
 BW0106'IN THE SE 1/4 OF SEC. 5, T 7 N, R 8 E, ON PROPERTY OWNED
 BW0106'BY THE ILLINOIS CENTRAL RAILROAD, ACROSS THE ROAD FROM THE
 BW0106'HARTLEY GROVE SONS CO. BUILDING.  THE STATION IS 64 FEET
 BW0106'NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 52 FEET WEST OF
 BW0106'THE CENTERLINE OF A BLACK TOP ROAD, 82 FEET NORTHWEST OF THE
 BW0106'PROJECTED PLANE OF THE NORTH WALL OF THE HARTLEY GROVE SONS
 BW0106'BUILDING, 30 FEET SOUTHEAST OF A TELEGRAPH POLE, 121 FEET
 BW0106'SOUTHWEST OF THE WEST END OF A CYCLONE FENCE, 57 FEET EAST
 BW0106'OF THE MOST EASTERLY RAIL OF TRACKS, 1 FOOT WEST OF A METAL
 BW0106'WITNESS POST.  IT IS A STANDARD TRIANGULATION MARK DISK
 BW0106'STAMPED BROOKHAVEN SOUTH BASE 1946, PROJECTING 6-INCHES.
 BW0106'
 BW0106'REFERENCE MARK NO. 2 IS 80.90 FEET SOUTH OF STATION, 62 FEET
 BW0106'WEST OF THE CENTERLINE OF BLACK TOP ROAD, 45 FEET EAST OF MOST
 BW0106'EASTERLY RAIL OF TRACKS, 18 FEET SOUTH OF THE CENTERLINE OF
 BW0106'GRAVEL ROAD, 7 FEET NORTHWEST OF PROJECTED PLANE OF NORTH
 BW0106'WALL OF HARTLEY GROVE SONS BUILDING, 1 FOOT NORTH OF A METAL
 BW0106'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BW0106'BROOKHAVEN SOUTH BASE NO 2 1946, PROJECTING 6-INCHES.
 BW0106'
 BW0106'REFERENCE MARK NO. 3 IS 82.91 FEET EAST OF THE STATION, 149
 BW0106'FEET NORTHWEST OF THE NORTHWEST CORNER OF BUILDING (HARTLEY
 BW0106'GROVE AND SONS), 19 FEET NORTH OF THE CENTERLINE OF DRIVEWAY,
 BW0106'31.5 FEET EAST OF THE CENTERLINE OF N-S STREET, 61 FEET
 BW0106'SOUTH-SOUTHWEST OF END OF CYCLONE FENCE.  IT IS A STANDARD
 BW0106'REFERENCE MARK DISK STAMPED BROOKHAVEN SOUTH BASE 1946 NO 3
 BW0106'1968, PROJECTING 2-INCHES.
 BW0106'
 BW0106'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION AND IS 10
 BW0106'FEET WEST OF THE PROJECTED TANGENT OF BLACK TOP ROAD, 42 FEET
 BW0106'NORTHEAST OF A TELEGRAPH POLE, 45 FEET WEST-NORTHWEST OF THE
 BW0106'CENTERLINE OF T-INTERSECTION, 50.5 FEET EAST OF THE MOST
 BW0106'EAST RAIL OF TRACKS, 1 FOOT EAST OF METAL WITNESS POST.
 BW0106'IT IS AN AZIMUTH MARK DISK STAMPED BROOKHAVEN SOUTH BASE
 BW0106'1946 PROJECTING 8-INCHES.
 BW0106'
 BW0106'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN, GO
 BW0106'EAST ON CHEROKEE ST. FOR 0.2 MILE TO FIRST ST., TURN LEFT
 BW0106'AND GO NORTH ON FIRST ST. FOR 1.7 MILES TO THE HARTLEY GROVE
 BW0106'SONS CO. ON THE RIGHT AND STATION ON THE LEFT, CONTINUE NORTH
 BW0106'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT WHERE ROAD MAKES
 BW0106'TURN TO THE RIGHT.
 BW0106'
 BW0106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 BW0106'N OF BROOKHAVEN
 BW0106
 BW0106                          STATION RECOVERY (1969)
 BW0106
 BW0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0106'THE STATION, R.M. 2 AND 3 AND THE AZIMUTH MARK WERE ALL FOUND
 BW0106'AND IN GOOD CONDITION.
 BW0106'
 BW0106'THE STATION MAY BE REACHED BY GOING 1.7 MILES NORTH ALONG
 BW0106'THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT BROOKHAVEN,
 BW0106'ABOUT 0.35 MILE SOUTH OF RAILROAD MILEPOST 781, 79 FEET
 BW0106'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED CONCRETE
 BW0106'BASE, 58 FEET WEST OF THE CENTER LINE OF A BLACK TOPPED STREET,
 BW0106'56.8 FEET EAST OF THE EAST RAIL, 1 FOOT SOUTH OF A METAL
 BW0106'WITNESS POST, LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 BW0106'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 BW0106'GROUND.
 BW0106'
 BW0106'R.M. 2 IS 81.0 FEET SOUTH OF THE STATION MARK, 45.5 FEET
 BW0106'EAST OF THE EAST RAIL OF THE EAST TRACK, 135 FEET SOUTHWEST
 BW0106'OF AND ACROSS A BLACK TOPPED STREET FROM R.M. 3, 1 FOOT
 BW0106'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 BW0106'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BW0106'ABOVE THE LEVEL OF THE GROUND.
 BW0106'
 BW0106'R.M. 3 IS 82.9 FEET EAST OF AND ACROSS A BLACK TOPPED STREET
 BW0106'FROM THE STATION MARK, 149 FEET NORTHWEST OF THE NORTHWEST
 BW0106'CORNER OF THE HARTLEY GROVE AND SONS OFFICE BUILDING, 139.7
 BW0106'FEET EAST OF AND ACROSS A BLACK TOPPED STREET FROM THE EAST
 BW0106'RAIL OF THE MAIN TRACK, 61 FEET SOUTHWEST OF THE WEST END
 BW0106'OF A STEEL FENCE, 19 FEET NORTH OF THE CENTER LINE OF A
 BW0106'DRIVEWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BW0106'INCHES ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED
 BW0106'BROOKHAVEN SOUTH BASE NO 3 1946 1968.
 BW0106'
 BW0106'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, AT THE
 BW0106'OUTSIDE OF A CURVE IN A BLACK TOPPED STREET ALONG THE EAST
 BW0106'SIDE OF THE TRACK, 52 FEET EAST OF THE EAST RAIL, 38 FEET
 BW0106'WEST OF THE CENTER OF THE CURVE, 2 FEET ABOVE THE LEVEL OF
 BW0106'THE STREET, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK AND
 BW0106'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 BW0106'THE LEVEL OF THE GROUND.
 BW0106'
 BW0106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES
 BW0106'NORTH OF BROOKHAVEN
 BW0106
 BW0106                          STATION RECOVERY (1969)
 BW0106
 BW0106'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW0106'STATION RECOVERED IN GOOD CONDITION.  R.M. 2 AND 3 AND THE
 BW0106'AZIMUTH MARK IN GOOD CONDITION.  1968 DESCRIPTION BY LFS
 BW0106'ADEQUATE EXCEPT ADDITIONAL TRACK HAS BEEN ADDED REDUCING
 BW0106'THE DISTANCES FROM EASTERN-MOST RAIL TO THE FOLLOWIN MARKS.
 BW0106'28.7 FOR STATION.  17 DEG FOR R.M. 2.  23 DEG FOR AZIMUTH
 BW0106'MARK.  AZIMUTH MARK IS NOW VISIBLE FROM STATION DUE TO NEW
 BW0106'CONSTRUCTION BY RR.  SIX REPTITIONS WITH WILD T-1A PRODUCED THE
 BW0106'FOLLOWING ANGLES FROM THE STATION MARK WITH AZI MK AS B.S.
 BW0106'
 BW0106'(1) BHAVEN CABLE VISION MAST SOUTH OF BHAVEN 178 DEG 56 MIN
 BW0106'23 SEC.
 BW0106'
 BW0106'(2) STALL URBAN GARMENT FACTORY WATER TANK 168 DEG 58 MIN
 BW0106'50 SEC.
 BW0106'
 BW0106'NOTE--LINE OF SIGHT FOR B.S. WAS VERY CLOSE TO A DRAGLINE
 BW0106'PARKED CLOSE TO LINE.  REFRACTION MAY HAVE BEEN PRESENT.
 BW0106
 BW0106                          STATION RECOVERY (1969)
 BW0106
 BW0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0106'1.7 MI N FROM BROOKHAVEN.
 BW0106'ABOUT 1.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0106'STATION AT BROOKHAVEN, 0.35 MILE SOUTH OF MILEPOST 781, 79 FEET
 BW0106'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED CONCRETE BASE, 58
 BW0106'FEET WEST OF THE CENTER LINE OF A BLACK TOPPED STREET, 56.8 FEET EAST
 BW0106'OF THE EAST RAIL OF THE EAST MAIN TRACK, 1 FOOT SOUTH OF A METAL
 BW0106'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 BW0106'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND. 1/4,
 BW0106'SEC 6, T 7N, R 8E.
 BW0106
 BW0106                          STATION RECOVERY (1970)
 BW0106
 BW0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RB)
 BW0106'THE STATION WAS VISITED 21 MAY 1970 AND ALL MARKS WERE RECOVERED
 BW0106'IN GOOD CONDITION DUE TO ADDITIONAL SPURS BEING ADDED AT
 BW0106'THIS LOCATION, THE FOLLOWING CHANGES SHOULD BE MADE TO THE
 BW0106'68 DESCRIPTION BY LFS--
 BW0106'
 BW0106'STATION--28.7 FEET EAST OF THE EAST RAIL OF THE EAST ONE
 BW0106'OF FIVE TRACKS TELEGRAPH POLE 30 FEET NW OF THE MARK HAS
 BW0106'BEEN REMOVED
 BW0106'
 BW0106'R.M. 2--17.0 FEET EAST OF THE EAST RAIL OF THE EAST ONE OF
 BW0106'FIVE TRACKS 34 FEET WEST OF A TELEPHONE OVERHEAD CABLE
 BW0106'
 BW0106'R.M. 3--14 AND 42 FEET NE OF THE TWO ENDS OF A 15 IN CMP UNDER
 BW0106'DRIVE
 BW0106'
 BW0106'AZ. MK.--23.0 FEET EAST OF THE EAST RAIL ON MOST EASTERN TRACK
 BW0106'TELEGRAPH POLE HAS BEEN REMOVED THE AZIMUTH MARK IS NOW VISABLE
 BW0106'FROM THE STATION WITH TRIPOD HEIGHT
 BW0106
 BW0106                          STATION RECOVERY (1988)
 BW0106
 BW0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 BW0106'THE STATION WAS RECOVERED AT THIS DATE.
 BW0106'REFERENCE MARKS NOS. 2 AND 3 WERE RECOVERED IN GOOD CONDITION.  A
 BW0106'NEW DESCRIPTION FOLLOWS.
 BW0106'
 BW0106'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 BW0106'NORTH OF BROOKHAVEN, ON RAILROAD RIGHT-OF-WAY, ACROSS THE ROAD FROM
 BW0106'THE HARTLEY GROVE SONS COMPANY BUILDING.
 BW0106'OWNERSHIP--ILLINOIS CENTRAL GULF RAILROAD.
 BW0106'
 BW0106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 84
 BW0106'IN THE SOUTH EDGE OF BROOKHAVEN, GO NORTH FOR
 BW0106'6.2 KM (3.85 MI) ON HIGHWAY 51 TO A PAVED CROSSROAD.
 BW0106'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON INDUSTRIAL PARK ROAD
 BW0106'TO A PAVED CROSSROAD JUST PAST A RAILROAD CROSSING.
 BW0106'TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD ON
 BW0106'THE EAST SIDE OF THE TRACKS TO THE STATION ON THE LEFT.
 BW0106'
 BW0106'THE STATION IS A STANDARD CGS DISK
 BW0106'STAMPED---BROOKHAVEN SOUTH BASE 1946---,
 BW0106'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BW0106'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 BW0106'36.9 METERS (121.0 FT) SOUTHWEST FROM THE WEST END OF A SHORT CHAIN
 BW0106'LINK FENCE,
 BW0106'25.0 METERS (82.0 FT) NORTH FROM THE PROJECTED PLANE OF THE NORTH
 BW0106'SIDE OF THE HARTLEY GROVE SONS COMPANY BUILDING,
 BW0106'15.1 METERS (49.5 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 BW0106'8.7 METERS (28.7 FT) EAST FROM THE EASTERNMOST RAIL,
 BW0106'7.7 METERS (25.2 FT) SOUTH-SOUTHWEST FROM A POWER POLE AT THE SOUTH
 BW0106'END OF A SLIGHT CURVE IN THE ROAD, AND
 BW0106'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 BW0106'
 BW0106'DESCRIBED BY C.L. SMITH, TYPED BY C.L. SMITH.
 BW0106
 BW0106                          STATION RECOVERY (1992)
 BW0106
 BW0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0106'3.0 KM (1.85 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0106'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0106'70.4 M (231.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HARTLEY
 BW0106'GROVE AND SONS OFFICE, 25.3 M (83.0 FT) SOUTHWEST OF A UTILITY POLE,
 BW0106'25.3 M (83.0 FT) WEST OF REFERENCE MARK 3, 24.7 M (81.0 FT) NORTH OF
 BW0106'REFERENCE MARK 2, 15.6 M (51.2 FT) WEST-NORTHWEST OF W.L. BEHAN ROAD,
 BW0106'8.7 M (28.5 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 0.3 M (1.0 FT) SOUTH
 BW0106'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE
 BW0106'THE GROUND SURFACE.
 BW0106
 BW0106                          STATION RECOVERY (2003)
 BW0106
 BW0106'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BW0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0107 ***********************************************************************
 BW0107  DESIGNATION -  BROOKHAVEN S BASE AZ MK
 BW0107  PID         -  BW0107
 BW0107  STATE/COUNTY-  MS/LINCOLN
 BW0107  USGS QUAD   -  BROOKHAVEN (1972)
 BW0107
 BW0107                         *CURRENT SURVEY CONTROL
 BW0107  ___________________________________________________________________
 BW0107* NAD 83(1986)-  31 36 24.     (N)    090 25 55.     (W)     SCALED    
 BW0107* NAVD 88     -       151.929  (meters)     498.45   (feet)  ADJUSTED  
 BW0107  ___________________________________________________________________
 BW0107  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BW0107  DYNAMIC HT  -         151.744 (meters)     497.85  (feet)  COMP
 BW0107  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 BW0107
 BW0107  VERT ORDER  -  FIRST     CLASS I
 BW0107
 BW0107.The horizontal coordinates were scaled from a topographic map and have
 BW0107.an estimated accuracy of +/- 6 seconds.
 BW0107
 BW0107.The orthometric height was determined by differential leveling
 BW0107.and adjusted in June 1991.
 BW0107
 BW0107.The geoid height was determined by GEOID03.
 BW0107
 BW0107.The dynamic height is computed by dividing the NAVD 88
 BW0107.geopotential number by the normal gravity value computed on the
 BW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0107.degrees latitude (g = 980.6199 gals.).
 BW0107
 BW0107.The modeled gravity was interpolated from observed gravity values.
 BW0107
 BW0107;                    North         East    Units  Estimated Accuracy
 BW0107;SPC MS W     -   233,540.      690,640.      MT  (+/- 180 meters Scaled)
 BW0107
 BW0107                          SUPERSEDED SURVEY CONTROL
 BW0107
 BW0107  NGVD 29 (??/??/??)  151.925  (m)          498.44   (f) ADJUSTED    1 1
 BW0107
 BW0107.Superseded values are not recommended for survey control.
 BW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0107.See file dsdata.txt to determine how the superseded data were derived.
 BW0107
 BW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ436997(NAD 83)
 BW0107_MARKER: DZ = AZIMUTH MARK DISK
 BW0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0107_SP_SET: CONCRETE POST
 BW0107_STAMPING: BROOKHAVEN SOUTH BASE 1946
 BW0107_MARK LOGO: CGS   
 BW0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0107+STABILITY: SURFACE MOTION
 BW0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0107+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 BW0107
 BW0107  HISTORY     - Date     Condition        Report By
 BW0107  HISTORY     - 1946     MONUMENTED       CGS
 BW0107  HISTORY     - 1969     GOOD             NGS
 BW0107  HISTORY     - 19920619 GOOD             NGS
 BW0107
 BW0107                          STATION DESCRIPTION
 BW0107
 BW0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0107'2.0 MI N FROM BROOKHAVEN.
 BW0107'ABOUT 2.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0107'STATION AT BROOKHAVEN, 0.05 MILE SOUTH OF MILEPOST 781, AT THE OUTSIDE
 BW0107'OF A CURVE IN THE BLACK TOPPED STREET ALONG THE EAST SIDE OF THE
 BW0107'TRACK, 52 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 38 FEET WEST
 BW0107'OF THE CENTER OF THE CURVE IN THE STREET, 1 FOOT WEST OF A METAL
 BW0107'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE STREET, ABOUT 4 FEET ABOVE
 BW0107'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BW0107'PROJECTING 8 INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 6, T 7N,
 BW0107'R 8E.
 BW0107
 BW0107                          STATION RECOVERY (1992)
 BW0107
 BW0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0107'3.5 KM (2.15 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0107'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0107'0.1 KM (0.05 MI) SOUTH OF MILEPOST 781, 33.0 M (108.3 FT) WEST OF THE
 BW0107'CENTER OF A GATE, 10.8 M (35.4 FT) NORTHWEST OF THE CENTER OF W.L.
 BW0107'BEHAN ROAD, 6.7 M (22.0 FT) EAST OF THE NEAR RAIL, 0.6 M (2.0 FT)
 BW0107'ABOVE THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 BW0107'AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0104 ***********************************************************************
 BW0104  DESIGNATION -  BROOKHAVEN S BASE RM 2
 BW0104  PID         -  BW0104
 BW0104  STATE/COUNTY-  MS/LINCOLN
 BW0104  USGS QUAD   -  BROOKHAVEN (1972)
 BW0104
 BW0104                         *CURRENT SURVEY CONTROL
 BW0104  ___________________________________________________________________
 BW0104* NAD 83(1986)-  31 36 09.     (N)    090 26 01.     (W)     SCALED    
 BW0104* NAVD 88     -       151.502  (meters)     497.05   (feet)  ADJUSTED  
 BW0104  ___________________________________________________________________
 BW0104  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW0104  DYNAMIC HT  -         151.318 (meters)     496.45  (feet)  COMP
 BW0104  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BW0104
 BW0104  VERT ORDER  -  FIRST     CLASS I
 BW0104
 BW0104.The horizontal coordinates were scaled from a topographic map and have
 BW0104.an estimated accuracy of +/- 6 seconds.
 BW0104
 BW0104.The orthometric height was determined by differential leveling
 BW0104.and adjusted in June 1991.
 BW0104
 BW0104.The geoid height was determined by GEOID03.
 BW0104
 BW0104.The dynamic height is computed by dividing the NAVD 88
 BW0104.geopotential number by the normal gravity value computed on the
 BW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0104.degrees latitude (g = 980.6199 gals.).
 BW0104
 BW0104.The modeled gravity was interpolated from observed gravity values.
 BW0104
 BW0104;                    North         East    Units  Estimated Accuracy
 BW0104;SPC MS W     -   233,080.      690,480.      MT  (+/- 180 meters Scaled)
 BW0104
 BW0104                          SUPERSEDED SURVEY CONTROL
 BW0104
 BW0104  NGVD 29 (??/??/??)  151.498  (m)          497.04   (f) ADJUSTED    1 1
 BW0104
 BW0104.Superseded values are not recommended for survey control.
 BW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0104.See file dsdata.txt to determine how the superseded data were derived.
 BW0104
 BW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ434992(NAD 83)
 BW0104_MARKER: DR = REFERENCE MARK DISK
 BW0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0104_SP_SET: CONCRETE POST
 BW0104_STAMPING: BROOKHAVEN SOUTH BASE NO 2 1946
 BW0104_MARK LOGO: CGS   
 BW0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0104+STABILITY: SURFACE MOTION
 BW0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0104+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 BW0104
 BW0104  HISTORY     - Date     Condition        Report By
 BW0104  HISTORY     - 1946     MONUMENTED       CGS
 BW0104  HISTORY     - 1969     GOOD             NGS
 BW0104  HISTORY     - 19920619 GOOD             NGS
 BW0104
 BW0104                          STATION DESCRIPTION
 BW0104
 BW0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0104'1.7 MI N FROM BROOKHAVEN.
 BW0104'ABOUT 1.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0104'STATION AT BROOKHAVEN, 0.35 MILE SOUTH OF MILEPOST 781, 246 FEET WEST
 BW0104'OF AND ACROSS A BLACK TOP STREET FROM THE NORTHWEST CORNER OF THE
 BW0104'HARTLEY GROVE AND SONS OFFICE BUILDING, 64 FEET WEST OF THE CENTER
 BW0104'LINE OF A BLACK TOP STREET, 81 FEET SOUTH OF THE STATION MARK
 BW0104'DESCRIBED, 45.5 FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK, 52
 BW0104'FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO OFFICE
 BW0104'BUILDING, 135 FEET SOUTHWEST OF AND ACROSS THE BLACK TOP STREET FROM
 BW0104'RM 3 DESCRIBED, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BW0104'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BW0104'ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 6, T 7N, R 8E.
 BW0104
 BW0104                          STATION RECOVERY (1992)
 BW0104
 BW0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0104'3.0 KM (1.85 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0104'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0104'75.0 M (246.1 FT) WEST OF THE NORTHWEST CORNER OF THE HARTLEY GROVE
 BW0104'AND SONS OFFICE, 41.4 M (135.8 FT) SOUTHWEST OF REFERENCE MARK 3,
 BW0104'24.7 M (81.0 FT) SOUTH OF TRIANGULATION STATION BROOKHAVEN SOUTH
 BW0104'BASE, 18.7 M (61.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF W.L. BEHAM
 BW0104'ROAD, 5.2 M (17.1 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 0.4 M
 BW0104'(1.3 FT) NORTHWEST OF A WITNESS POST, LEVEL WITH THE TRACK, AND THE
 BW0104'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0105 ***********************************************************************
 BW0105  DESIGNATION -  BROOKHAVEN S BASE RM 3
 BW0105  PID         -  BW0105
 BW0105  STATE/COUNTY-  MS/LINCOLN
 BW0105  USGS QUAD   -  BROOKHAVEN (1972)
 BW0105
 BW0105                         *CURRENT SURVEY CONTROL
 BW0105  ___________________________________________________________________
 BW0105* NAD 83(1986)-  31 36 09.     (N)    090 26 01.     (W)     SCALED    
 BW0105* NAVD 88     -       151.733  (meters)     497.81   (feet)  ADJUSTED  
 BW0105  ___________________________________________________________________
 BW0105  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW0105  DYNAMIC HT  -         151.548 (meters)     497.20  (feet)  COMP
 BW0105  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BW0105
 BW0105  VERT ORDER  -  FIRST     CLASS I
 BW0105
 BW0105.The horizontal coordinates were scaled from a topographic map and have
 BW0105.an estimated accuracy of +/- 6 seconds.
 BW0105
 BW0105.The orthometric height was determined by differential leveling
 BW0105.and adjusted in June 1991.
 BW0105
 BW0105.The geoid height was determined by GEOID03.
 BW0105
 BW0105.The dynamic height is computed by dividing the NAVD 88
 BW0105.geopotential number by the normal gravity value computed on the
 BW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0105.degrees latitude (g = 980.6199 gals.).
 BW0105
 BW0105.The modeled gravity was interpolated from observed gravity values.
 BW0105
 BW0105;                    North         East    Units  Estimated Accuracy
 BW0105;SPC MS W     -   233,080.      690,480.      MT  (+/- 180 meters Scaled)
 BW0105
 BW0105                          SUPERSEDED SURVEY CONTROL
 BW0105
 BW0105  NGVD 29 (??/??/??)  151.729  (m)          497.80   (f) ADJUSTED    1 1
 BW0105
 BW0105.Superseded values are not recommended for survey control.
 BW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0105.See file dsdata.txt to determine how the superseded data were derived.
 BW0105
 BW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ434992(NAD 83)
 BW0105_MARKER: DR = REFERENCE MARK DISK
 BW0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0105_SP_SET: CONCRETE POST
 BW0105_STAMPING: BROOKHAVEN SOUTH BASE 1946 RM 3 1968
 BW0105_MARK LOGO: CGS   
 BW0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0105+STABILITY: SURFACE MOTION
 BW0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0105+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 BW0105
 BW0105  HISTORY     - Date     Condition        Report By
 BW0105  HISTORY     - 1968     MONUMENTED       CGS
 BW0105  HISTORY     - 1969     GOOD             NGS
 BW0105  HISTORY     - 19920619 GOOD             NGS
 BW0105
 BW0105                          STATION DESCRIPTION
 BW0105
 BW0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0105'1.7 MI N FROM BROOKHAVEN.
 BW0105'ABOUT 1.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0105'STATION AT BROOKHAVEN, 149 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BW0105'THE HARTLEY GROVE AND SONS OFFICE BUILDING, 139.7 FEET EAST OF AND
 BW0105'ACROSS A BLACK TOPPED STREET FROM THE EAST RAIL OF THE EAST MAIN
 BW0105'TRACK, 61 FEET SOUTHWEST OF THE WEST END OF A STEEL FENCE LINE, 82.9
 BW0105'FEET EAST OF AND ACROSS A BLACK TOPPED STREET FROM THE STATION MARK
 BW0105'DESCRIBED, 19 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 135 FEET
 BW0105'NORTHEAST AND ACROSS A BLACK TOPPED STREET FROM RM 2 DESCRIBED, ABOUT
 BW0105'LEVEL WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST
 BW0105'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0105
 BW0105                          STATION RECOVERY (1992)
 BW0105
 BW0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0105'3.0 KM (1.85 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0105'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0105'45.4 M (148.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HARTLEY
 BW0105'GROVE AND SONS OFFICE, 41.4 M (135.8 FT) NORTHEAST OF REFERENCE MARK
 BW0105'2, 34.0 M (111.5 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 25.3 M
 BW0105'(83.0 FT) EAST OF TRIANGULATION STATION BROOKHAVEN SOUTH BASE, 18.6 M
 BW0105'(61.0 FT) SOUTHWEST OF THE WEST END OF A FENCE, 9.8 M (32.2 FT)
 BW0105'EAST-SOUTHEAST OF THE CENTERLINE OF W.L. BEHAN ROAD, AND THE MONUMENT
 BW0105'PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2209 ***********************************************************************
 BW2209  DESIGNATION -  BROOKHAVEN WATER TANK
 BW2209  PID         -  BW2209
 BW2209  STATE/COUNTY-  MS/LINCOLN
 BW2209  USGS QUAD   -  BROOKHAVEN (1972)
 BW2209
 BW2209                         *CURRENT SURVEY CONTROL
 BW2209  ___________________________________________________________________
 BW2209* NAD 83(1993)-  31 35 01.59103(N)    090 26 19.70597(W)     ADJUSTED  
 BW2209* NAVD 88     -              **(meters)            **(feet)            
 BW2209  ___________________________________________________________________
 BW2209  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BW2209  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW2209  HORZ ORDER  -  THIRD
 BW2209
 BW2209.The horizontal coordinates were established by classical geodetic methods
 BW2209.and adjusted by the National Geodetic Survey in May 1994.
 BW2209
 BW2209
 BW2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2209
 BW2209.The geoid height was determined by GEOID03.
 BW2209
 BW2209;                    North         East     Units Scale Factor Converg.
 BW2209;SPC MS W     -   231,004.115   689,989.180   MT  0.99995124   -0 03 18.9
 BW2209;SPC MS W     -   757,886.00  2,263,739.50   sFT  0.99995124   -0 03 18.9
 BW2209;UTM  15      - 3,497,148.060   743,041.616   MT  1.00032860   +1 20 31.4
 BW2209
 BW2209                          SUPERSEDED SURVEY CONTROL
 BW2209
 BW2209  NAD 83(1986)-  31 35 01.60714(N)    090 26 19.70277(W) AD(       ) 4
 BW2209  NAD 27      -  31 35 00.99800(N)    090 26 19.36000(W) AD(       ) 3
 BW2209
 BW2209.Superseded values are not recommended for survey control.
 BW2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2209.See file dsdata.txt to determine how the superseded data were derived.
 BW2209
 BW2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4304297148(NAD 83)
 BW2209_MARKER: 53 = ELEVATED TANK
 BW2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2209+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 BW2209
 BW2209  HISTORY     - Date     Condition        Report By
 BW2209  HISTORY     - 1946     FIRST OBSERVED   CGS
 BW2209  HISTORY     - 1955     GOOD             CGS
 BW2209  HISTORY     - 1968     GOOD             MSHD
 BW2209  HISTORY     - 1970     GOOD             MSSU
 BW2209  HISTORY     - 20080419 GOOD             MSSU
 BW2209
 BW2209                          STATION DESCRIPTION
 BW2209
 BW2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2209'A WATER TANK LOCATED IN THE NW SECTION OF THE CITY OF BROOKHAVEN,
 BW2209'BUILT IN 1938, WITH A CAPACITY OF 100,000 GALLONS AND OWNED
 BW2209'BY THE MISSISSIPPI COMPRESS COMPANY, THE ENTIRE STRUCTURE
 BW2209'BEING PAINTED SILVER.  THE TOP OF THE TANK IS APPROXIMATELY
 BW2209'120 FEET HIGH.  TANK, ABOUT 15 FEET IN DIAMETER AND ABOUT
 BW2209'12 FEET HIGH WITH A CONE-SHAPED TOP, HAS A ROUNDED BOTTOM.
 BW2209'IT IS SUPPORTED BY FOUR LATTICE-WORK LEGS BUILT ON CONCRETE
 BW2209'BASES 4 FEET SQUARE AND BRACED BY STEEL CROSS TIES AND
 BW2209'DIAGONALS.  THE LEGS FORM A SQUARE AND ARE 35 FEET APART.  IN THE
 BW2209'CENTER OF THE STRUCTURE IS A CENTER PIPE OR COLUMN 3 FEET
 BW2209'IN DIAMETER AND SUPPORTED ON A CONCRETE BASE 5-1/2 FEET
 BW2209'SQUARE AND 3 FEET HIGH.  THE CENTER COLUMN IS ON THE
 BW2209'INTERSECTION POINT OF THE DIAGONALS OF THE 4 LEGS AND IS
 BW2209'23 FEET FROM EACH LEG, 53 FEET N OF AN E-W GRAVEL
 BW2209'ROAD, 50 FEET E OF THE E RAIL OF THE MISSISSIPPI
 BW2209'CENTRAL RAILROAD, AND 61 FEET S OF THE SE CORNER OF A
 BW2209'BRICK BUILDING.
 BW2209'
 BW2209'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 84 IN
 BW2209'BROOKHAVEN, GO N ON HIGHWAY 51 FOR 0.3 MILE TO A GRAVEL
 BW2209'ROAD TO THE LEFT AT THE MISSISSIPPI COMPRESS CO.  HERE TURN
 BW2209'LEFT AND FOLLOW GRAVEL ROAD FOR 0.1 MILE TO RAILROAD TRACKS
 BW2209'AND THE WATER TANK ON THE LEFT OF ROAD.
 BW2209'
 BW2209'THIS IS AN INTERSECTION STATION.
 BW2209
 BW2209                          STATION RECOVERY (1955)
 BW2209
 BW2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2209'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BW2209'1946 DESCRIPTION BY W.J.C. IS ADEQUATE.
 BW2209
 BW2209                          STATION RECOVERY (1968)
 BW2209
 BW2209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2209'THE STATION WAS VISITED 1-22-68 AND THE STATION WAS FOUND
 BW2209'IN GOOD CONDITION.
 BW2209'
 BW2209'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
 BW2209'GROUNDS OF THE MISSISSIPPI COMPRESS COMPANY.  0.4 MILE NORTHEAST
 BW2209'OF THE APPROXIMATE CENTER OF BROOKHAVEN AND IS IN THE SOUTHWEST
 BW2209'1/4 OF SECTION 7, T 7N, R 8E.  IT IS A FOUR LEGGED STEEL
 BW2209'STRUCTURE WITH A CONE SHAPED TANK ON TOP APPROXIMATELY 12
 BW2209'FEET HIGH AND 15 FEET DIAMETER WITH A 3 FOOT PIPE IN THE
 BW2209'CENTER AND HAS A CAPACITY OF 100,000 GALLONS.  IT WAS ERECTED
 BW2209'IN 1938.
 BW2209'
 BW2209'TO REACH FROM THE U.S. POST OFFICE IN BROOKHAVEN GO SOUTHEAST
 BW2209'ON CHEROKEE STREET FOR 0.2 MILE TO THE INTERSECTION OF FIRST
 BW2209'STREET.  TURN LEFT (NORTHEAST) AND CONTINUE ON FIRST STREET
 BW2209'FOR 0.4 MILE TO THE TANK ON THE RIGHT AS DESCRIBED.
 BW2209
 BW2209                          STATION RECOVERY (1970)
 BW2209
 BW2209'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2209'CONDITION--GOOD
 BW2209'
 BW2209'68 DESCRIPTION BY MSHD IS ADEQUATE
 BW2209
 BW2209                          STATION RECOVERY (2008)
 BW2209
 BW2209'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (MAC)
 BW2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0723 ***********************************************************************
 DJ0723  DESIGNATION -  BROOKSVILLE
 DJ0723  PID         -  DJ0723
 DJ0723  STATE/COUNTY-  MS/NOXUBEE
 DJ0723  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0723
 DJ0723                         *CURRENT SURVEY CONTROL
 DJ0723  ___________________________________________________________________
 DJ0723* NAD 83(1993)-  33 14 43.31963(N)    088 34 12.86252(W)     ADJUSTED  
 DJ0723* NAVD 88     -        86.373  (meters)     283.38   (feet)  ADJUSTED  
 DJ0723  ___________________________________________________________________
 DJ0723  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DJ0723  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0723  DYNAMIC HT  -          86.279 (meters)     283.07  (feet)  COMP
 DJ0723  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DJ0723
 DJ0723  HORZ ORDER  -  THIRD
 DJ0723  VERT ORDER  -  SECOND    CLASS 0
 DJ0723
 DJ0723.The horizontal coordinates were established by classical geodetic methods
 DJ0723.and adjusted by the National Geodetic Survey in May 1994.
 DJ0723
 DJ0723.The orthometric height was determined by differential leveling
 DJ0723.and adjusted in June 1991.
 DJ0723
 DJ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0723
 DJ0723.The geoid height was determined by GEOID03.
 DJ0723
 DJ0723.The dynamic height is computed by dividing the NAVD 88
 DJ0723.geopotential number by the normal gravity value computed on the
 DJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0723.degrees latitude (g = 980.6199 gals.).
 DJ0723
 DJ0723.The modeled gravity was interpolated from observed gravity values.
 DJ0723
 DJ0723;                    North         East     Units Scale Factor Converg.
 DJ0723;SPC MS E     -   415,281.645   324,517.484   MT  0.99995741   +0 08 39.2
 DJ0723;SPC MS E     - 1,362,469.86  1,064,687.78   sFT  0.99995741   +0 08 39.2
 DJ0723;UTM  16      - 3,679,587.945   353,714.757   MT  0.99986384   -0 51 39.6
 DJ0723
 DJ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0723!SPC MS E     -   0.99999091  x   0.99995741  =   0.99994832
 DJ0723!UTM  16      -   0.99999091  x   0.99986384  =   0.99985475
 DJ0723
 DJ0723|---------------------------------------------------------------------|
 DJ0723| PID    Reference Object                     Distance      Geod. Az  |
 DJ0723|                                                           dddmmss.s |
 DJ0723| DJ0725 BROOKSVILLE RM 1                     14.160 METERS 02415     |
 DJ0723| DJ0724 BROOKSVILLE RM 2                     12.920 METERS 10347     |
 DJ0723| DJ1879 MACON MUNICIPAL TANK                APPROX.14.8 KM 1752008.8 |
 DJ0723| DJ0722 BROOKSVILLE AZ MK                                  2023748.5 |
 DJ0723|---------------------------------------------------------------------|
 DJ0723
 DJ0723                          SUPERSEDED SURVEY CONTROL
 DJ0723
 DJ0723  NAD 83(1993)-  33 14 43.32441(N)    088 34 12.85930(W) AD(       ) 3
 DJ0723  NAD 83(1986)-  33 14 43.32886(N)    088 34 12.86108(W) AD(       ) 3
 DJ0723  NAD 27      -  33 14 42.88500(N)    088 34 12.70300(W) AD(       ) 3
 DJ0723  NGVD 29 (??/??/92)   86.345  (m)          283.28   (f) ADJ UNCH    2 0
 DJ0723
 DJ0723.Superseded values are not recommended for survey control.
 DJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0723.See file dsdata.txt to determine how the superseded data were derived.
 DJ0723
 DJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5371579588(NAD 83)
 DJ0723_MARKER: DS = TRIANGULATION STATION DISK
 DJ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0723_STAMPING: BROOKSVILLE 1955
 DJ0723_MARK LOGO: CGS   
 DJ0723_PROJECTION: RECESSED 10 CENTIMETERS
 DJ0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0723+STABILITY: SURFACE MOTION
 DJ0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0723+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1980
 DJ0723
 DJ0723  HISTORY     - Date     Condition        Report By
 DJ0723  HISTORY     - 1955     MONUMENTED       CGS
 DJ0723  HISTORY     - 1963     GOOD             MSHD
 DJ0723  HISTORY     - 1964     GOOD             MSHD
 DJ0723  HISTORY     - 1964     GOOD             MSHD
 DJ0723  HISTORY     - 1966     GOOD             MSHD
 DJ0723  HISTORY     - 19800408 GOOD             NGS
 DJ0723  HISTORY     - 19860516 GOOD             NGS
 DJ0723
 DJ0723                          STATION DESCRIPTION
 DJ0723
 DJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0723'STATION IS LOCATED ABOUT 0.7 MILE NORTH OF BROOKSVILLE AT THE
 DJ0723'INTERSECTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 388 EAST, IN THE
 DJ0723'SOUTHEAST INTERSECTION AND ON HIGHWAY PROPERTY.  IT IS 134 FEET
 DJ0723'SOUTHEAST OF THE INTERSECTION OF HIGHWAY 45 AND HIGHWAY 388, 126
 DJ0723'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 388, 57 FEET EAST
 DJ0723'OF THE CENTER OF U.S. HIGHWAY 45, 7 FEET EAST OF A CONCRETE
 DJ0723'RIGHT-OF-WAY MARKER, 6 FEET EAST OF A FENCE CORNER AND 5 FEET
 DJ0723'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 DJ0723'STAMPED BROOKSVILLE 1955.
 DJ0723'
 DJ0723'REFERENCE MARK NO. 1 IS 81 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 DJ0723'388 AND 64 FEET EAST OF THE CENTER OF U.S. HIGHWAY 45.  THE MARK
 DJ0723'IS FLUSH AND THE DISK IS STAMPED BROOKSVILLE NO 1 1955.
 DJ0723'
 DJ0723'REFERENCE MARK NO. 2 IS 100 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DJ0723'45, 3 FEET NORTH OF A FENCE LINE AND CONCRETE RIGHT-OF-WAY
 DJ0723'MARKER AND 2 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 DJ0723'DISK IS STAMED BROOKSVILLE NO 2 1955.
 DJ0723'
 DJ0723'AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF U.S. HIGHWAY 45,
 DJ0723'3 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET NORTH OF A WHITE
 DJ0723'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2
 DJ0723'INCHES AND THE DISK IS STAMPED BROOKSVILLE 1955.
 DJ0723'
 DJ0723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DJ0723'HIGHWAY 45W IN THE EAST SECTION OF BROOKSVILLE, GO NORTH ON U.S.
 DJ0723'HIGHWAY 45 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 DJ0723'DESCRIBED.  CONTINUE NORTH ON HIGHWAY 45 FOR 0.2 MILE TO THE JUNCTION
 DJ0723'OF STATE HIGHWAY 388 AND THE STATION ON THE RIGHT AS
 DJ0723'DESCRIBED.
 DJ0723'
 DJ0723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DJ0723
 DJ0723                          STATION RECOVERY (1963)
 DJ0723
 DJ0723'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0723'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DJ0723'
 DJ0723'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0723'
 DJ0723'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ0723'1.0 FOOT EAST OF THE AZIMUTH.
 DJ0723
 DJ0723                          STATION RECOVERY (1964)
 DJ0723
 DJ0723'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0723'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ0723'CONDITION.
 DJ0723'
 DJ0723'THE 1955 DESCRIPTION BY E. L. JONES IS ADEQUATE.
 DJ0723'
 DJ0723'LEVELS WERE RUN ON ALL MARKS AND SECOND ORDER ELEVATIONS ESTABLISHED
 DJ0723'AT THIS TIME.
 DJ0723
 DJ0723                          STATION RECOVERY (1964)
 DJ0723
 DJ0723'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0723'0.7 MI N FROM BROOKSVILLE.
 DJ0723'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0723'HIGHWAY 45 WEST AT THE EAST EDGE OF BROOKSVILLE, GO NORTH ON U. S.
 DJ0723'HIGHWAY 45 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DJ0723'NORTH 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 388 AND THE MARK ON
 DJ0723'THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 11-INCH SQUARE
 DJ0723'CONCRETE POST.  IT IS 134 FEET SOUTHEAST OF THE CENTER OF THE
 DJ0723'INTERSECTION OF THE HIGHWAYS, 126 FEET SOUTH OF THE CENTER OF HIGHWAY
 DJ0723'388, 57 FEET EAST OF THE CENTER OF U. S. 45, 7 FEET EAST OF A CONCRETE
 DJ0723'RIGHT-OF-WAY MARKER, 6 FEET EAST OF A FENCE CORNER, ABOUT LEVEL WITH
 DJ0723'THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1
 DJ0723'FOOT WEST OF THE MARK.
 DJ0723
 DJ0723                          STATION RECOVERY (1966)
 DJ0723
 DJ0723'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0723'THE STATION WAS VISITED 5/23/66 AND THE STATION R.M. 2 AND
 DJ0723'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 WAS NOT FOUND.
 DJ0723'
 DJ0723'TO REACH FROM THE U.S. POST OFFICE IN MACON GO NORTH ON MISSISSIPPI
 DJ0723'HIGHWAY 45 WEST FOR 9.15 MILES TO THE FORKS OF U.S. HIGHWAY 45
 DJ0723'AND MISSISSIPPI HIGHWAY 45 WEST, TAKE THE RIGHT FORK AND CONTINUE
 DJ0723'NORTH ON U.S. HIGHWAY 45 FOR 0.5 MILE TO THE AZIMUTH ON THE LEFT.
 DJ0723'TO REACH THE STATION CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.2 MILES
 DJ0723'TO MISSISSIPPI HIGHWAY 388 AND THE STATION ON THE RIGHT AS
 DJ0723'DESCRIBED.  THE STATION DISK IS STAMPED BROOKSVILLE (1955).
 DJ0723'
 DJ0723'IT IS 123 FEET SOUTH OF THE CENTER OF HIGHWAY 388, 57.5 FEET
 DJ0723'SOUTHEAST OF THE CENTER OF HIGHWAY 45, 7 FEET NORTHEAST OF
 DJ0723'A RIGHT-OF-WAY MARKER, AND 0.9 FEET SOUTHEAST OF A METAL WITNESS
 DJ0723'POST.
 DJ0723'
 DJ0723'R.M. 2 IS 136 FEET SOUTH OF THE CENTER OF HIGHWAY 388, 99.5
 DJ0723'FEET EAST OF THE CENTER OF HIGHWAY 45, 3.2 FEET NORTH OF A
 DJ0723'RIGHT-OF-WAY MARKER, AND STAMPED BROOKSVILLE NO. 2 (1955).
 DJ0723'
 DJ0723'THE AZIMUTH MARK IS 49.5 FEET WEST OF THE CENTER OF HIGHWAY 45,
 DJ0723'3.1 FEET NORTHEAST OF A POWER POLE, 1.1 FEET WEST OF A METAL WITNESS
 DJ0723'POST, 1.0 FEET EAST OF A FENCE, AND STAMPED BROOKSVILLE (1955).
 DJ0723
 DJ0723                          STATION RECOVERY (1980)
 DJ0723
 DJ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DDR)
 DJ0723'THE STATION MARK WAS RECOVEREED IN GOOD CONDITION ABOUT 0.4 FT (0.1 M)
 DJ0723'BELOW SURFACE OF PAVEMENT OF NEW INTERSECTION. REFERENCE MARKS NO.1
 DJ0723'AND NO.2 WERE NOT FOUND.  THE AZIMUTH MARK WAS ALSO RECOVERED IN GOOD
 DJ0723'CONDITION.  NEW REFERENCE MARKS NO.3 AND NO 4 WERE ESTABLISHED AT THIS
 DJ0723'DATE.
 DJ0723'STATION IS LOCATED 4.8 KM (3.0 MI) SOUTH OF THE NOXUBEE-LOWNDES COUNTY
 DJ0723'LINE, AT THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 388, 1.5 KM
 DJ0723'(0.9 MI) NORTHEAST OF BROOKSVILLE NEAR THE CENTER OF THE NORTHWEST
 DJ0723'QUARTER OF SECTION 16, T 16 N, R 17 E.
 DJ0723'STATION MARKS ARE STANDARD DISK STAMPED---BROOKSVILLE 1955---SET IN
 DJ0723'TOP OF A SQUARE CONCRETE POST 0.4 FT (0.1 M) BELOW SURFACE OF ROAD. IT
 DJ0723'IS 17.4 M (57.1 FT) EAST OF THE CENTER OF HIGHWAY 45, 41.2 M (135.2
 DJ0723'FT) SOUTH OF THE CENTER OF INTERSECTION OF HIGHWAYS, 18.8 M (61.7 FT)
 DJ0723'SOUTH OF INTERSECTION SIGN, 25.5 M (83.7 FT) SOUTH SOUTHWEST OF CURB
 DJ0723'AT CONCRETE DRAIN, 12.0 M (39.4 FT) SOUTH SOUTHEAST OF SOUTH TIP OF
 DJ0723'TRAFFIC ISLAND AND 3.6 M (11.8 FT) EAST OF EAST CURB OF EXIT LANE.
 DJ0723
 DJ0723                          STATION RECOVERY (1986)
 DJ0723
 DJ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 DJ0723'THE STATION MARK, REFERENCE MARKS NO 3 AND NO 4 AND THE AZIMUTH MARK
 DJ0723'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 4 WAS GOING TO BE
 DJ0723'DESTROYED BY ROAD CONSTRUCTION.  A NEW REFERENCE MARK NO 5 WAS
 DJ0723'ESTABLISHED AND ELEVATIONS DETERMINED ON THE REFERENCE MARKS AT THIS
 DJ0723'TIME.  A NEW DESCRIPTION FOLLOWS.
 DJ0723'STATION IS LOCATED 4.8 KM (3.00 MI) SOUTH OF THE NOXUBEE-LOWNDES
 DJ0723'COUNTY LINE, AT THE JUNCTION OF US HIGHWAY 45 AND STATE HIGHWAY 388,
 DJ0723'IN THE NORTHWEST QUARTER OF SECTION 16, T 16N, R 17E, ON HIGHWAY
 DJ0723'RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF US HIGHWAYS 45 AND 45 ALT
 DJ0723'AT BROOKSVILLE, GO NORTH ON US HIGHWAY 45 FOR 0.5 MI (0.8 KM) TO
 DJ0723'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON US HIGHWAY 45 FOR 0.15 MI
 DJ0723'(0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 388 AND STATION ON THE
 DJ0723'RIGHT.
 DJ0723'STATION IS A STANDARD DISK STAMPED--BROOKSVILLE 1955--, SET IN TOP OF
 DJ0723'A CONCRETE POST 0.35 M (1.15 FT) BELOW SURFACE OF GROUND AND ON SLOPE
 DJ0723'BANK OF HIGHWAY, ABOUT 1.0 M (3.3 FT) BELOW LEVEL OF HIGHWAY, 49.56 M
 DJ0723'(162.60 FT) SOUTHEAST OF A POWER POLE WITH FOUR GUY WIRES, 39.32 M
 DJ0723'(129.00 FT) SOUTH OF THE CENTER OF HIGHWAY 388, 32.46 M (106.50 FT)
 DJ0723'EAST OF A POWER POLE, 17.37 M (56.99 FT) EAST OF THE CENTER OF HIGHWAY
 DJ0723'45 AND 3.60 M (11.81 FT) EAST OF EAST CURB OF EXIT LANE.  REFERENCE
 DJ0723'MARK NO 3 IS A STANDARD DISK STAMPED--BROOKSVILLE 1955 NO 3 1980--,
 DJ0723'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 DJ0723'9.60 M (31.50 FT) SOUTH OF POWER POLE, 14.90 M (48.88 FT) WEST OF THE
 DJ0723'CENTER OF HIGHWAY 45, 48.30 M (158.46 FT) SOUTHWEST OF THE
 DJ0723'INTERSECTION OF HIGHWAYS AND 0.40 M (1.31 FT) EAST OF A METAL WITNESS
 DJ0723'POST AND SIGN SET IN FENCELINE.  REFERENCE MARK NO 5 IS A STANDARD NGS
 DJ0723'DISK STAMPED --BROOKSVILLE 1955 NO 5 1986--, SET IN TOP OF A ROUND
 DJ0723'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 85.04 M (279.00 FT) SOUTH
 DJ0723'OF THE CENTER OF HIGHWAY 388, 52.42 M (171.98 FT) EAST OF THE CENTER
 DJ0723'OF HIGHWAY 45, 49.07 M (160.99 FT) SOUTHWEST OF A METAL TELEPHONE
 DJ0723'CABLE BOX, 0.76 M (2.49 FT) SOUTHWEST OF A WOODEN RIGHT-OF-WAY POST,
 DJ0723'0.76 M (2.49 FT) NORTHEAST OF A WOODEN RIGHT-OF-WAY POST AND 0.30 M
 DJ0723'(0.98 FT) NORTHWEST OF A CARSONITE WITNESS POST.  AZIMUTH MARK IS A
 DJ0723'STANDARD DISK STAMPED--BROOKSVILLE 1955-, SET IN TOP OF A SQUARE
 DJ0723'CONCRETE POST, PROJECTING 2 INCHES.  IT IS 78.0 M (255.9 FT) NORTH OF
 DJ0723'A CONCRETE RIGHT-OF-WAY MARKER IN NORTHWEST QUADRANT OF SIDEROAD
 DJ0723'LEAVING WEST, 23.70 M (77.76 FT) NORTH OF A POWER POLE, 15.0 M (49.2
 DJ0723'FT) WEST OF THE CENTER OF HIGHWAY 45 AND 0.30 M (0.98 FT) SOUTH OF A
 DJ0723'CARSONITE WITNESS POST IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0722 ***********************************************************************
 DJ0722  DESIGNATION -  BROOKSVILLE AZ MK
 DJ0722  PID         -  DJ0722
 DJ0722  STATE/COUNTY-  MS/NOXUBEE
 DJ0722  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0722
 DJ0722                         *CURRENT SURVEY CONTROL
 DJ0722  ___________________________________________________________________
 DJ0722* NAD 83(1986)-  33 14 43.     (N)    088 34 13.     (W)     SCALED    
 DJ0722* NAVD 88     -        87.076  (meters)     285.68   (feet)  ADJUSTED  
 DJ0722  ___________________________________________________________________
 DJ0722  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0722  DYNAMIC HT  -          86.982 (meters)     285.37  (feet)  COMP
 DJ0722  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DJ0722
 DJ0722  VERT ORDER  -  SECOND    CLASS 0
 DJ0722
 DJ0722.The horizontal coordinates were scaled from a topographic map and have
 DJ0722.an estimated accuracy of +/- 6 seconds.
 DJ0722
 DJ0722.The orthometric height was determined by differential leveling
 DJ0722.and adjusted in June 1991.
 DJ0722
 DJ0722.The geoid height was determined by GEOID03.
 DJ0722
 DJ0722.The dynamic height is computed by dividing the NAVD 88
 DJ0722.geopotential number by the normal gravity value computed on the
 DJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0722.degrees latitude (g = 980.6199 gals.).
 DJ0722
 DJ0722.The modeled gravity was interpolated from observed gravity values.
 DJ0722
 DJ0722;                    North         East    Units  Estimated Accuracy
 DJ0722;SPC MS E     -   415,270.      324,510.      MT  (+/- 180 meters Scaled)
 DJ0722
 DJ0722                          SUPERSEDED SURVEY CONTROL
 DJ0722
 DJ0722  NGVD 29 (??/??/92)   87.049  (m)          285.59   (f) ADJ UNCH    2 0
 DJ0722
 DJ0722.Superseded values are not recommended for survey control.
 DJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0722.See file dsdata.txt to determine how the superseded data were derived.
 DJ0722
 DJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB537795(NAD 83)
 DJ0722_MARKER: DZ = AZIMUTH MARK DISK
 DJ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0722_STAMPING: BROOKSVILLE 1955
 DJ0722_MARK LOGO: CGS   
 DJ0722_PROJECTION: PROJECTING 5 CENTIMETERS
 DJ0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0722+STABILITY: SURFACE MOTION
 DJ0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0722+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1980
 DJ0722
 DJ0722  HISTORY     - Date     Condition        Report By
 DJ0722  HISTORY     - 1955     MONUMENTED       CGS
 DJ0722  HISTORY     - 1964     GOOD             MSHD
 DJ0722  HISTORY     - 1966     GOOD             NGS
 DJ0722  HISTORY     - 19800408 GOOD             NGS
 DJ0722  HISTORY     - 19860516 GOOD             CGS
 DJ0722
 DJ0722                          STATION DESCRIPTION
 DJ0722
 DJ0722'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0722'0.5 MI N FROM BROOKSVILLE.
 DJ0722'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0722'HIGHWAY 45 WEST AT THE EAST EDGE OF BROOKSVILLE, GO NORTH ON U. S. 45
 DJ0722'FOR 0.5 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 DJ0722'TOP OF AN 11-INCH SQUARE CONCRETE POST.  IT IS 0.2 MILE SOUTH OF THE
 DJ0722'JUNCTION OF STATE HIGHWAY 388, 49 FEET WEST OF THE CENTER OF THE
 DJ0722'HIGHWAY, 3 FEET NORTH OF A POWERLINE POLE, 1 FOOT EAST OF A FENCE,
 DJ0722'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  A METAL WITNESS
 DJ0722'POST WAS SET 1 FOOT EAST OF THE MARK.
 DJ0722
 DJ0722                          STATION RECOVERY (1966)
 DJ0722
 DJ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DJ0722'RECOVERED IN GOOD CONDITION.
 DJ0722
 DJ0722                          STATION RECOVERY (1980)
 DJ0722
 DJ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DDR)
 DJ0722'MARK IS LOCATED 3.15 MI (5.07 KM) SOUTH OF THE NOXUBEE-LOWNDES COUNTY
 DJ0722'LINE, 0.15 MI (0.24 KM) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 45 AND
 DJ0722'STATE HIGHWAY 388, IN THE NORTHWEST QUARTER OF SECTION 16, T 16 N, R
 DJ0722'17 E.
 DJ0722'TO REACH FROM THE JUNCTION OF U.S HIGHWAYS 45 AND 45ALT AT
 DJ0722'BROOKSVILLE, GO NORTH ON U.S. HIGHWAY 45 FOR 0.5 MI (0.8 KM) TO MARK
 DJ0722'ON THE LEFT
 DJ0722'AZIMUTH MARK IS A STANDARD DISK STAMPED---BROOKSVILLE 1955---SET IN
 DJ0722'TOP OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 78.0 M
 DJ0722'(255.9 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER IN NORTHWEST
 DJ0722'QUADRANT OF SIDEROAD LEADING WEST, 23.7 M (77.8 FT) NORTH OF A POWER
 DJ0722'POLE, 15.0 M (49.2 FT) WEST OF THE CENTER OF HIGHWAY 45 AND 0.30 M
 DJ0722'(0.98 FT) SOUTH OF A CARSONITE WITNESS POST IN FENCELINE.
 DJ0722
 DJ0722                          STATION RECOVERY (1986)
 DJ0722
 DJ0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1986 (CLN)
 DJ0722'STATION IS LOCATED 4.65 MI (7.48 KM) SOUTH OF THE NOXUBEE-LOWNDES
 DJ0722'COUNTY LINE, 0.15 MI (0.24 KM) SOUTH OF JUNCTION OF US HIGHWAY 45 AND
 DJ0722'STATE HIGHWAY 388, IN SECTION 16, T 16N, R 17E, ON HIGHWAY
 DJ0722'RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF US HIGHWAYS 45 AND 45
 DJ0722'ACT, AT BROOKSVILLE, GO NORTH ON US HIGHWAY 45 FOR 0.5 MI (0.8 KM) TO
 DJ0722'AZIMUTH MARK ON THE LEFT, JUST PAST A SIDEROAD ON THE LEFT.  AZIMUTH
 DJ0722'MARK IS A STANDARD DISK STAMPED--BROOKSVILLE 1955--, SET IN TOP OF A
 DJ0722'SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 78.0 M (255.9 FT)
 DJ0722'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 23.70 M (77.76 FT) NORTH OF A
 DJ0722'POWER POLE, 15.0 M (49.2 FT) WEST OF THE CENTER OF HIGHWAY AND 0.30 M
 DJ0722'(0.98 FT) SOUTH OF A CARSONITE WITNESS POST IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1877 ***********************************************************************
 DJ1877  DESIGNATION -  BROOKSVILLE MUNICIPAL TANK
 DJ1877  PID         -  DJ1877
 DJ1877  STATE/COUNTY-  MS/NOXUBEE
 DJ1877  USGS QUAD   -  BROOKSVILLE (1982)
 DJ1877
 DJ1877                         *CURRENT SURVEY CONTROL
 DJ1877  ___________________________________________________________________
 DJ1877* NAD 83(1993)-  33 13 58.30439(N)    088 34 58.23578(W)     ADJUSTED  
 DJ1877* NAVD 88     -              **(meters)            **(feet)            
 DJ1877  ___________________________________________________________________
 DJ1877  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DJ1877  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ1877  HORZ ORDER  -  THIRD
 DJ1877
 DJ1877.The horizontal coordinates were established by classical geodetic methods
 DJ1877.and adjusted by the National Geodetic Survey in May 1994.
 DJ1877
 DJ1877
 DJ1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1877
 DJ1877.The geoid height was determined by GEOID03.
 DJ1877
 DJ1877;                    North         East     Units Scale Factor Converg.
 DJ1877;SPC MS E     -   413,891.995   323,346.278   MT  0.99995672   +0 08 14.2
 DJ1877;SPC MS E     - 1,357,910.65  1,060,845.25   sFT  0.99995672   +0 08 14.2
 DJ1877;UTM  16      - 3,678,219.177   352,519.464   MT  0.99986817   -0 52 03.4
 DJ1877
 DJ1877                          SUPERSEDED SURVEY CONTROL
 DJ1877
 DJ1877  NAD 83(1993)-  33 13 58.30967(N)    088 34 58.23303(W) AD(       ) 4
 DJ1877  NAD 83(1986)-  33 13 58.31435(N)    088 34 58.23487(W) AD(       ) 4
 DJ1877  NAD 27      -  33 13 57.86900(N)    088 34 58.07600(W) AD(       ) 3
 DJ1877
 DJ1877.Superseded values are not recommended for survey control.
 DJ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1877.See file dsdata.txt to determine how the superseded data were derived.
 DJ1877
 DJ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5251978219(NAD 83)
 DJ1877_MARKER: 53 = ELEVATED TANK
 DJ1877
 DJ1877  HISTORY     - Date     Condition        Report By
 DJ1877  HISTORY     - 1935     FIRST OBSERVED   CGS
 DJ1877  HISTORY     - 1955     GOOD             CGS
 DJ1877  HISTORY     - 1963     GOOD             MSHD
 DJ1877
 DJ1877                          STATION DESCRIPTION
 DJ1877
 DJ1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1877'CENTER OF ALUMINUM WATER TANK IN BROOKSVILLE.  CUT IN FROM
 DJ1877'STATIONS ADAMS AND CRAWFORD.
 DJ1877
 DJ1877                          STATION RECOVERY (1955)
 DJ1877
 DJ1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1877'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE TANK,
 DJ1877'SILVER COLORED AND SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, IS
 DJ1877'ABOUT 75 FEET HIGH AND HAS THE LEGEND BROOKSVILLE PAINTED ON ITS
 DJ1877'NORTH SIDE.  IT IS 80 FEET EAST OF THE RAILROAD TRACKS AND 132
 DJ1877'FEET WEST OF THE CENTER OF OLIVER STREET.
 DJ1877
 DJ1877                          STATION RECOVERY (1963)
 DJ1877
 DJ1877'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1877'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 DJ1877'
 DJ1877'THE 1955 RECOVERY BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0725 ***********************************************************************
 DJ0725  DESIGNATION -  BROOKSVILLE RM 1
 DJ0725  PID         -  DJ0725
 DJ0725  STATE/COUNTY-  MS/NOXUBEE
 DJ0725  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0725
 DJ0725                         *CURRENT SURVEY CONTROL
 DJ0725  ___________________________________________________________________
 DJ0725* NAD 83(1986)-  33 14 42.     (N)    088 34 12.     (W)     SCALED    
 DJ0725* NAVD 88     -        86.451  (meters)     283.63   (feet)  ADJUSTED  
 DJ0725  ___________________________________________________________________
 DJ0725  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0725  DYNAMIC HT  -          86.357 (meters)     283.32  (feet)  COMP
 DJ0725  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DJ0725
 DJ0725  VERT ORDER  -  SECOND    CLASS 0
 DJ0725
 DJ0725.The horizontal coordinates were scaled from a topographic map and have
 DJ0725.an estimated accuracy of +/- 6 seconds.
 DJ0725
 DJ0725.The orthometric height was determined by differential leveling
 DJ0725.and adjusted in June 1991.
 DJ0725
 DJ0725.The geoid height was determined by GEOID03.
 DJ0725
 DJ0725.The dynamic height is computed by dividing the NAVD 88
 DJ0725.geopotential number by the normal gravity value computed on the
 DJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0725.degrees latitude (g = 980.6199 gals.).
 DJ0725
 DJ0725.The modeled gravity was interpolated from observed gravity values.
 DJ0725
 DJ0725;                    North         East    Units  Estimated Accuracy
 DJ0725;SPC MS E     -   415,240.      324,540.      MT  (+/- 180 meters Scaled)
 DJ0725
 DJ0725                          SUPERSEDED SURVEY CONTROL
 DJ0725
 DJ0725  NGVD 29 (??/??/92)   86.423  (m)          283.54   (f) ADJ UNCH    2 0
 DJ0725
 DJ0725.Superseded values are not recommended for survey control.
 DJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0725.See file dsdata.txt to determine how the superseded data were derived.
 DJ0725
 DJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB537795(NAD 83)
 DJ0725_MARKER: DR = REFERENCE MARK DISK
 DJ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0725_STAMPING: BROOKSVILLE NO 1 1955
 DJ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0725+STABILITY: SURFACE MOTION
 DJ0725
 DJ0725  HISTORY     - Date     Condition        Report By
 DJ0725  HISTORY     - 1955     MONUMENTED       CGS
 DJ0725  HISTORY     - 1964     GOOD             MSHD
 DJ0725
 DJ0725                          STATION DESCRIPTION
 DJ0725
 DJ0725'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0725'0.7 MI N FROM BROOKSVILLE.
 DJ0725'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0725'HIGHWAY 45 WEST AT THE EAST EDGE OF BROOKSVILLE, GO NORTH ON U. S.
 DJ0725'HIGHWAY 45 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 388 AND THE
 DJ0725'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 11-INCH
 DJ0725'SQUARE CONCRETE POST.  IT IS 81 FEET SOUTH OF THE CENTER OF STATE
 DJ0725'HIGHWAY 388, 64 FEET EAST OF THE CENTER OF U.S. HIGHWAY 45, 46.43 FEET
 DJ0725'NORTH OF TRIANGULATION STATION BROOKSVILLE 1955, ABOUT LEVEL WITH THE
 DJ0725'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2116 ***********************************************************************
 DJ2116  DESIGNATION -  BROOKSVILLE RM 3
 DJ2116  PID         -  DJ2116
 DJ2116  STATE/COUNTY-  MS/NOXUBEE
 DJ2116  USGS QUAD   -  BROOKSVILLE (1982)
 DJ2116
 DJ2116                         *CURRENT SURVEY CONTROL
 DJ2116  ___________________________________________________________________
 DJ2116* NAD 83(1986)-  33 14 43.     (N)    088 34 13.     (W)     SCALED    
 DJ2116* NAVD 88     -        86.49   (meters)     283.8    (feet)  RESET     
 DJ2116  ___________________________________________________________________
 DJ2116  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ2116  VERT ORDER  -  THIRD
 DJ2116
 DJ2116.The horizontal coordinates were scaled from a topographic map and have
 DJ2116.an estimated accuracy of +/- 6 seconds.
 DJ2116
 DJ2116.The orthometric height was computed from unverified reset data.
 DJ2116
 DJ2116.The geoid height was determined by GEOID03.
 DJ2116
 DJ2116;                    North         East    Units  Estimated Accuracy
 DJ2116;SPC MS E     -   415,270.      324,510.      MT  (+/- 180 meters Scaled)
 DJ2116
 DJ2116                          SUPERSEDED SURVEY CONTROL
 DJ2116
 DJ2116  NGVD 29 (08/12/04)   86.46   (m)          283.7    (f) RESET       3  
 DJ2116
 DJ2116.Superseded values are not recommended for survey control.
 DJ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2116.See file dsdata.txt to determine how the superseded data were derived.
 DJ2116
 DJ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB537795(NAD 83)
 DJ2116_MARKER: DR = REFERENCE MARK DISK
 DJ2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2116_SP_SET: CONCRETE POST
 DJ2116_STAMPING: BROOKSVILLE 1955 NO 3 1980
 DJ2116_MARK LOGO: NGS   
 DJ2116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2116+STABILITY: SURFACE MOTION
 DJ2116
 DJ2116  HISTORY     - Date     Condition        Report By
 DJ2116  HISTORY     - 1986     MONUMENTED       NGS
 DJ2116
 DJ2116                          STATION DESCRIPTION
 DJ2116
 DJ2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DJ2116'9.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN MACON
 DJ2116'TO THE FORKS OF U.S.HIGHWAYS 45 AND 45 ALT, AT BROOKSVILLE, THENCE
 DJ2116'NORTH ALONG U.S. HIGHWAY 45 FOR 0.7 MILE TO MARK ON THE LEFT, JUST
 DJ2116'BEFORE REACHING JUNCTION OF STATE HIGHWAY 388 ON THE RIGHT, 158.5 FT
 DJ2116'(48.3 M) SOUTHWEST OF INTERSECTION OF HIGHWAYS, 48.9 FT (14.9 M) WEST
 DJ2116'OF THE CENTER OF HIGHWAY 45 AND 31.5 FT (9.6 M) SOUTH OF A POWER
 DJ2116'POLE, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2117 ***********************************************************************
 DJ2117  DESIGNATION -  BROOKSVILLE RM 5
 DJ2117  PID         -  DJ2117
 DJ2117  STATE/COUNTY-  MS/NOXUBEE
 DJ2117  USGS QUAD   -  BROOKSVILLE (1982)
 DJ2117
 DJ2117                         *CURRENT SURVEY CONTROL
 DJ2117  ___________________________________________________________________
 DJ2117* NAD 83(1986)-  33 14 43.     (N)    088 34 13.     (W)     SCALED    
 DJ2117* NAVD 88     -        85.97   (meters)     282.1    (feet)  RESET     
 DJ2117  ___________________________________________________________________
 DJ2117  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ2117  VERT ORDER  -  THIRD
 DJ2117
 DJ2117.The horizontal coordinates were scaled from a topographic map and have
 DJ2117.an estimated accuracy of +/- 6 seconds.
 DJ2117
 DJ2117.The orthometric height was computed from unverified reset data.
 DJ2117
 DJ2117.The geoid height was determined by GEOID03.
 DJ2117
 DJ2117;                    North         East    Units  Estimated Accuracy
 DJ2117;SPC MS E     -   415,270.      324,510.      MT  (+/- 180 meters Scaled)
 DJ2117
 DJ2117                          SUPERSEDED SURVEY CONTROL
 DJ2117
 DJ2117  NGVD 29 (08/12/04)   85.95   (m)          282.0    (f) RESET       3  
 DJ2117
 DJ2117.Superseded values are not recommended for survey control.
 DJ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2117.See file dsdata.txt to determine how the superseded data were derived.
 DJ2117
 DJ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB537795(NAD 83)
 DJ2117_MARKER: DR = REFERENCE MARK DISK
 DJ2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2117_SP_SET: CONCRETE POST
 DJ2117_STAMPING: BROOKSVILLE 1955 NO 5 1986
 DJ2117_MARK LOGO: NGS   
 DJ2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2117+STABILITY: SURFACE MOTION
 DJ2117
 DJ2117  HISTORY     - Date     Condition        Report By
 DJ2117  HISTORY     - 1986     MONUMENTED       NGS
 DJ2117
 DJ2117                          STATION DESCRIPTION
 DJ2117
 DJ2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DJ2117'9.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN MACON
 DJ2117'TO THE FORKS OF U.S. HIGHWAYS 45 AND 45 ALT, AT BROOKSVILLE, THENCE
 DJ2117'NORTH ALONG U.S. HIGHWAY 45 FOR 0.7 MILE TO MARK ON THE RIGHT, JUST
 DJ2117'BEFORE REACHING JUNCTION OF STATE HIGHWAY 388 ON THE RIGHT, 279.0 FT
 DJ2117'(85.0 M) SOUTH OF THE CENTER OF HIGHWAY 388, 172.0 FT (52.4 M) EAST
 DJ2117'OF THE CENTER OF HIGHWAY 45, 161.0 FT (49.1 M) SOUTHWEST OF A METAL
 DJ2117'TELEPHONE CABLE BOX, 2.5 FT (0.8 M) SOUTHWEST OF A WOODEN
 DJ2117'RIGHT-OF-WAY POST AND 2.5 FT (0.8 M) NORTHEAST OF A WOODEN
 DJ2117'RIGHT-OF-WAY POST, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2490 ***********************************************************************
 BH2490  DESIGNATION -  BROOM
 BH2490  PID         -  BH2490
 BH2490  STATE/COUNTY-  MS/GEORGE
 BH2490  USGS QUAD   -  EASEN HILL (1982)
 BH2490
 BH2490                         *CURRENT SURVEY CONTROL
 BH2490  ___________________________________________________________________
 BH2490* NAD 83(1993)-  30 44 43.67794(N)    088 44 40.45247(W)     ADJUSTED  
 BH2490* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 BH2490  ___________________________________________________________________
 BH2490  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BH2490  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 BH2490  HORZ ORDER  -  SECOND
 BH2490
 BH2490.The horizontal coordinates were established by classical geodetic methods
 BH2490.and adjusted by the National Geodetic Survey in May 1994.
 BH2490
 BH2490.The orthometric height was scaled from a topographic map.
 BH2490
 BH2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2490
 BH2490.The geoid height was determined by GEOID03.
 BH2490
 BH2490;                    North         East     Units Scale Factor Converg.
 BH2490;SPC MS E     -   138,062.028   308,499.274   MT  0.99995089   +0 02 43.4
 BH2490;SPC MS E     -   452,958.50  1,012,134.70   sFT  0.99995089   +0 02 43.4
 BH2490;UTM  16      - 3,402,693.758   332,999.625   MT  0.99994404   -0 53 31.5
 BH2490
 BH2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2490!SPC MS E     -   1.00000200  x   0.99995089  =   0.99995289
 BH2490!UTM  16      -   1.00000200  x   0.99994404  =   0.99994604
 BH2490
 BH2490|---------------------------------------------------------------------|
 BH2490| PID    Reference Object                     Distance      Geod. Az  |
 BH2490|                                                           dddmmss.s |
 BH2490| DD7614 BROOM RM 1                           32.961 METERS 04058     |
 BH2490| DD7616 BROOM RM 3                           47.221 METERS 07023     |
 BH2490| DD7615 BROOM RM 2                           40.343 METERS 15523     |
 BH2490| DD7613 BROOM AZ MK                                        3133628.2 |
 BH2490|---------------------------------------------------------------------|
 BH2490
 BH2490                          SUPERSEDED SURVEY CONTROL
 BH2490
 BH2490  NAD 83(1993)-  30 44 43.68990(N)    088 44 40.44679(W) AD(       ) 2
 BH2490  NAD 83(1986)-  30 44 43.69739(N)    088 44 40.44880(W) AD(       ) 2
 BH2490  NAD 27      -  30 44 43.01400(N)    088 44 40.34200(W) AD(       ) 2
 BH2490
 BH2490.Superseded values are not recommended for survey control.
 BH2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2490.See file dsdata.txt to determine how the superseded data were derived.
 BH2490
 BH2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3300002694(NAD 83)
 BH2490_MARKER: DS = TRIANGULATION STATION DISK
 BH2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2490
 BH2490  HISTORY     - Date     Condition        Report By
 BH2490  HISTORY     - 1943     MONUMENTED       CGS
 BH2490  HISTORY     - 1958     GOOD             CGS
 BH2490  HISTORY     - 1971     GOOD             NGS
 BH2490
 BH2490                          STATION DESCRIPTION
 BH2490
 BH2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2490'THE STATION IS LOCATED ABOUT 12 MILES S AND 9 MILES W OF LUCEDALE,
 BH2490'150 FEET NW OF A TRIANGULAR-BLAZED 14-INCH PINE TREE, 33.5 FEET W OF
 BH2490'THE CENTER LINE OF MISSISSIPPI STATE HIGHWAY 59, 4.4 FEET E OF A
 BH2490'STANDARD REFERENCE POST.  THE DISK IS STAMPED BROOM 1943.
 BH2490'
 BH2490'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2490'SET IN CONCRETE.
 BH2490'
 BH2490'REFERENCE MARK NO. 1 IS 108.14 FEET E OF THE STATION, 94.6 FEET E OF
 BH2490'THE CENTER LINE OF MISSISSIPPI STATE HIGHWAY 59, 20 FEET N OF THE
 BH2490'CENTER LINE OF A GRADED DIRT ROAD.  THE DISK IS STAMPED BROOM NO. 1
 BH2490'1943.
 BH2490'
 BH2490'REFERENCE MARK NO. 2 IS 132.24 FEET SSW OF THE STATION, 89.4 FEET W
 BH2490'OF THE CENTER LINE OF MISSISSIPPI STATE HIGHWAY 59, 43 FEET NW OF A
 BH2490'POWER-LINE POLE.  THE DISK IS STAMPED BROOM NO. 2 1943.
 BH2490'
 BH2490'THE AZIMUTH MARK IS 0.3 MILE N OF THE STATION, 32.6 FEET SW OF A
 BH2490'TELEPHONE POLE, 30 FEET E OF THE CENTER LINE OF MISSISSIPPI
 BH2490'STATE HIGHWAY 59, 3.7 FEET S OF A STANDARD REFERENCE POST.  THE DISK
 BH2490'IS STAMPED BROOM 1943.
 BH2490'
 BH2490'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAYS
 BH2490'26 AND 15 IN THE W EDGE OF LUCEDALE, GO SOUTHERWESTERLY
 BH2490'ON MISSISSIPPI STATE HIGHWAY 26 FOR 14 MILES TO THE WILKERSON FERRY,
 BH2490'CROSS RIVER AND CONTINUE ON FOR 3.3 MILES TO THE JUNCTION OF
 BH2490'MISSISSIPPI STATE HIGHWAY 59, THENCE LEFT ON MISSISSIPPI STATE
 BH2490'HIGHWAY 59 FOR 2.5 MILES TO A DIRT T-ROAD LEFT AND STATION ON THE
 BH2490'RIGHT.
 BH2490'
 BH2490'TO REACH THE AZIMUTH FROM THE STATION GO N ON MISSISSIPPI STATE
 BH2490'HIGHWAY 59 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BH2490'
 BH2490'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2490
 BH2490                          STATION RECOVERY (1958)
 BH2490
 BH2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2490'THE STATION WAS VISITED 5-23-58 AND THE STATION MARK, REFERENCE MARK
 BH2490'NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BH2490'AZIMUTH MARK WAS NOT FOUND AT THIS DATE AND IT IS BELIEVED THAT THE
 BH2490'MARK WAS DESTROYED WHEN THE HIGHWAY WAS IMPROVED AND WIDENED.  A NEW
 BH2490'DESCRIPTION FOLLOWS-
 BH2490'
 BH2490'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTHWEST OF LUCEDALE AND 2.5
 BH2490'MILES SOUTH-SOUTHEAST OF THE VILLAGE OF BROOM ON THE RIGHT-OF-WAY
 BH2490'OF STATE HIGHWAY 59 AND OPPOSITE A SIDE ROAD LEADING EAST.  IT IS 36
 BH2490'FEET WEST OF THE CENTER OF STATE HIGHWAY 59, 153 FEET NORTH OF A
 BH2490'POWER POLE, AND 6 FEET NORTH OF THE PROJECTED CENTERLINE OF THE
 BH2490'SIDEROAD LEADING EAST.  IT IS A STANDARD DISK, STAMPED BROOM 1943,
 BH2490'AND IS FLUSH WITH THE GROUND.
 BH2490'
 BH2490'REFERENCE MARK NO. 1 IS 108.14 FEET EAST OF THE STATION IN THE
 BH2490'NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 59 AND THE SIDE
 BH2490'ROAD LEADING EAST, 74 FEET EAST OF THE CENTER OF STATE HIGHWAY 59 AND
 BH2490'19 FEET NORTH OF THE CENTER OF THE ROAD LEADING EAST.  IT IS A
 BH2490'STANDARD DISK, STAMPED BROOM NO 1 1942, FLUSH WITH THE GROUND.
 BH2490'
 BH2490'REFERENCE MARK NO. 2 IS 132.24 FEET SOUTH-SOUTHWEST OF THE STAION, 91
 BH2490'FEET WEST OF THE CENTER OF STATE HIGHWAY 59 AND 43 FEET NORTHWEST OF
 BH2490'A POWER POLE.  IT IS A STANDARD DISK, STAMPED BROOM NO 2 1942,
 BH2490'PROJECTING 8 INCHES.
 BH2490'
 BH2490'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE GO WEST ON U.S.
 BH2490'HIGHWAY 98 FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 26, TURN
 BH2490'LEFT AND GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 26 FOR 14.2 MILE TO
 BH2490'THE JUNCTION WITH STATE HIGHWAY 59, TURN LEFT AND GO SOUTH ON
 BH2490'STATE HIGHWAY 59 FOR 7.8 MILES TO A SIDE ROAD LEADING WEST TO THE
 BH2490'COMMUNITY OF BROOM, CONTINUE SOUTH ON STATE HIGHWAY 59 FOR 2.45
 BH2490'MILES TO A SIDE ROAD LEADING EAST AND THE MARK ON THE RIGHT.
 BH2490
 BH2490                          STATION RECOVERY (1971)
 BH2490
 BH2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH2490'THE STATION WAS VISITED 11-29-71 AND THE STATION MARK AND REFERENCE
 BH2490'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 BH2490'DESTROYED WHEN THE ROAD LEADING EAST WAS WIDENED, NEITHER THE
 BH2490'MONUMENT OR THE DISK WAS FOUND.  REFERENCE MARK NO. 3 WAS
 BH2490'ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS DESTROYED PRIOR TO
 BH2490'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 BH2490'
 BH2490'THE STATION IS LOCATED 15.5 MILES SOUTHWEST OF LUCEDALE, 12.8 MILES
 BH2490'NORTHWEST OF WADE, 9.5 MILES SOUTHWEST OF THE COMMUNITY OF
 BH2490'BENNDALE, IN THE NW 1/2 OF SECTION 36, T 3 S., R 8 W,. ON THE
 BH2490'SOUTHWEST RIGHT-OF-WAY OF STATE HIGHWAY 57, 0.9 MILE NORTH OF THE
 BH2490'GEORGE-JACKSON COUNTY LINE.  IT IS 35 FEET SOUTHWEST OF THE CENTER OF
 BH2490'THE HIGHWAY, 4 FEET SOUTHEAST OF THE PROJECTED CENTER OF A
 BH2490'BLACK TOP ROAD LEADING EAST, 24 FEET NORTHEAST OF THE CENTER OF A
 BH2490'POWER LINE, 154.5 FEET NORTHWEST OF A POWER POLE WITH A GUY WIRE
 BH2490'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 BH2490'TRIANGULATION STATION DISK, STAMPED BROOM 1943, 6 INCHES BELOW THE
 BH2490'SURFACE OF THE GROUND.
 BH2490'
 BH2490'REFERENCE MARK NO. 2 IS 132.36 FEET SOUTH-SOUTHEAST OF THE STATION,
 BH2490'88 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 29 FEET SOUTHWEST
 BH2490'OF THE POWER LINE, 43 FEET WEST OF A POWER POLE, AND 1 FOOT SOUTHWEST
 BH2490'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BROOM
 BH2490'NO 2 1943 PROJECTING 6 INCHES.
 BH2490'
 BH2490'REFERENCE MARK NO. 3 IS 154.87 FEET EAST-SOUTHEAST OF THE STATION 104
 BH2490'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 50 FEET SOUTHEAST OF
 BH2490'THE BLACK TOP ROAD LEADING EAST, 9 FEET SOUTH OF AN 18-INCH PINE
 BH2490'TREE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BH2490'REFERENCE MARK DISK STAMPED BROOM 1943 NO 3 1971, FLUSH WITH THE
 BH2490'GROUND.
 BH2490'
 BH2490'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE GO WEST ON U.S.
 BH2490'HIGHWAY 98 FOR 0.25 MILE TO ITS JUNCTION WITH STATE HIGHWAY 26,
 BH2490'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 26 FOR 14.2 MILES TO ITS
 BH2490'JUNCTION WITH STATE HIGHWAY 57, TURN LEFT ON STATE HIGHWAY 57 AND GO
 BH2490'SOUTH FOR 7.8 MILES TO A SIDE ROAD LEADING WEST AT THE COMMUNITY OF
 BH2490'BROOM, CONTINUE SOUTH ON STATE HIGHWAY 57 FOR 2.45 MILES TO THE
 BH2490'MARK ON THE RIGHT AND A ROAD LEADING EAST.
 BH2490'
 BH2490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 15.5 MILES SW OF
 BH2490'LUCEDALE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2707 ***********************************************************************
 CP2707  DESIGNATION -  BROWN
 CP2707  PID         -  CP2707
 CP2707  STATE/COUNTY-  MS/HINDS
 CP2707  USGS QUAD   -  BOVINA (1972)
 CP2707
 CP2707                         *CURRENT SURVEY CONTROL
 CP2707  ___________________________________________________________________
 CP2707* NAD 83(1993)-  32 20 48.40019(N)    090 42 14.41435(W)     ADJUSTED  
 CP2707* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 CP2707  ___________________________________________________________________
 CP2707  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CP2707  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP2707  HORZ ORDER  -  THIRD
 CP2707
 CP2707.The horizontal coordinates were established by classical geodetic methods
 CP2707.and adjusted by the National Geodetic Survey in May 1994.
 CP2707
 CP2707.The orthometric height was scaled from a topographic map.
 CP2707
 CP2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2707
 CP2707.The geoid height was determined by GEOID03.
 CP2707
 CP2707;                    North         East     Units Scale Factor Converg.
 CP2707;SPC MS W     -   315,661.907   665,108.274   MT  0.99996501   -0 11 54.0
 CP2707;SPC MS W     - 1,035,634.11  2,182,109.40   sFT  0.99996501   -0 11 54.0
 CP2707;UTM  15      - 3,581,191.587   716,073.799   MT  1.00017577   +1 13 44.2
 CP2707
 CP2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2707!SPC MS W     -   0.99999632  x   0.99996501  =   0.99996133
 CP2707!UTM  15      -   0.99999632  x   1.00017577  =   1.00017209
 CP2707
 CP2707|---------------------------------------------------------------------|
 CP2707| PID    Reference Object                     Distance      Geod. Az  |
 CP2707|                                                           dddmmss.s |
 CP2707| CY3898 BROWN RM 1                           32.770 METERS 07132     |
 CP2707| CP2700 EDWARDS MUNICIPAL TANK              APPROX. 9.4 KM 1004247.5 |
 CP2707| CP2705 SOUTHERN CHRISTIAN INST WTR TK      APPROX. 6.6 KM 1011401.4 |
 CP2707| CP2706 FLAG                                APPROX.10.4 KM 1734957.5 |
 CP2707| CP2708 P A P BRIDGE RESET USE 1948          26.622 METERS 20226     |
 CP2707| CY3897 BROWN AZ MK                                        3522724.2 |
 CP2707|---------------------------------------------------------------------|
 CP2707
 CP2707                          SUPERSEDED SURVEY CONTROL
 CP2707
 CP2707  NAD 83(1986)-  32 20 48.41344(N)    090 42 14.41080(W) AD(       ) 3
 CP2707  NAD 27      -  32 20 47.88400(N)    090 42 14.04400(W) AD(       ) 3
 CP2707
 CP2707.Superseded values are not recommended for survey control.
 CP2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2707.See file dsdata.txt to determine how the superseded data were derived.
 CP2707
 CP2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1607481192(NAD 83)
 CP2707_MARKER: DS = TRIANGULATION STATION DISK
 CP2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2707
 CP2707  HISTORY     - Date     Condition        Report By
 CP2707  HISTORY     - 1948     MONUMENTED       CGS
 CP2707  HISTORY     - 1957     GOOD             CGS
 CP2707  HISTORY     - 1961     GOOD             MSHD
 CP2707
 CP2707                          STATION DESCRIPTION
 CP2707
 CP2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2707'STATION IS ABOUT 11 MILES EAST OF VICKSBURG, 6 MILES WEST
 CP2707'OF EDWARDS, 0.15 MILE SOUTH OF U.S. HIGHWAY 80, 100 FEET
 CP2707'EAST OF THE BIG BLACK RIVER, 94 FEET SOUTH OF THE ILLINOIS
 CP2707'CENTRAL RAILROAD TRACK, AND 7 FEET EAST OF A WHITE WITNESS
 CP2707'POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 CP2707'BROWN 1948.
 CP2707'
 CP2707'REFERENCE MARK NO. 1 IS 107.5 FEET EAST-NORTHEAST OF STATION
 CP2707'AND 16 FEET SOUTH OF THE RAILROAD TRACK.  THE MARK PROJECTS
 CP2707'8 INCHES, AND THE DISK IS STAMPED BROWN NO 1 1948.
 CP2707'
 CP2707'P.A.P. BRIDGE (U.S.E.D.), USED AS A SECOND REFERENCE MARK,
 CP2707'IS 87.34 FEET SOUTH-SOUTHWEST OF STATION, 200 FEET SOUTHWEST
 CP2707'OF THE RAILROAD TRACK, AND 100 FEET EAST OF THE RIVER.  THE
 CP2707'MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED P A P BRIDGE
 CP2707'RESET 1948.
 CP2707'
 CP2707'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION, 0.1 MILE SOUTH OF
 CP2707'DUNK INN BAR, 17 FEET NORTHWEST OF APPROXIMATE CENTERLINE
 CP2707'OF GRAVELED ROAD, AND 2 FEET EAST OF A WHITE WITNESS POST.
 CP2707'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BROWN
 CP2707'1948.
 CP2707'
 CP2707'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 80 IN
 CP2707'VICKSBURG, GO EAST ON HIGHWAY 80 FOR 11.1 MILES TO THE BIG
 CP2707'BLACK RIVER, TURN RIGHT AT THE EAST EDGE OF THE BRIDGE AND GO
 CP2707'SOUTH FOR 0.15 MILE TO A RAILROAD TRACKS, TURN RIGHT AND GO
 CP2707'0.35 MILE TO THE RIVER, TURN LEFT UNDER RAILRAOD, AND STATION
 CP2707'IS 100 FEET SOUTH OF TRACK.
 CP2707'
 CP2707'TO REACH AZIMUTH MARK FROM STATION, GO BACK TO HIGHWAY, TURN
 CP2707'LEFT AND GO WEST FOR 0.3 MILE TO DUNK INN, TURN LEFT THERE
 CP2707'AND GO SOUTH FOR 0.1 MILE TO MARK ON RIGHT.
 CP2707'
 CP2707'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2707
 CP2707                          STATION RECOVERY (1957)
 CP2707
 CP2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2707'THE STATION WAS VISITED 1-21-57 AND ALL MARKS WERE FOUND
 CP2707'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CP2707'
 CP2707'THE STATION IS LOCATED ABOUT 11 MILES EAST OF VICKSBURG, 5.5
 CP2707'MILES EAST OF EDWARDS, 0.15 MILE SOUTH OF U.S. HIGHWAY 80,
 CP2707'NEAR THE EAST END OF THE CONCRETE PORTION OF THE ILLINOIS
 CP2707'CENTRAL RAILROAD BRIDGE OVER THE BIG BLACK RIVER, 100 FEET
 CP2707'EAST OF THE EAST BANK OF THE RIVER, 94 FEET SOUTH OF THE
 CP2707'RAILROAD TRACKS, AND 10 FEET EAST OF THE PROJECTED PLANE
 CP2707'OF THE EAST END OF THE CONCRETE PORTION OF THE RAILROAD
 CP2707'BRIDGE.  IT IS A STANDARD DISK, STAMPED BROWN 1948, PROJECTING
 CP2707'6 INCHES.
 CP2707'
 CP2707'REFERENCE MARK NO. 1 IS 107.50 FEET EAST-NORTHEAST OF THE
 CP2707'STATION, 19 FEET SOUTH OF THE SOUTH EDGE OF THE RAILROAD
 CP2707'TRESTLE, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP2707'CONCRETE PORTION OF THE RAILROAD BRIDGE, 57 FEET EAST OF A
 CP2707'TELEGRAPH POLE AND ABOUT 150 FEET EAST OF THE EAST BANK OF
 CP2707'THE RIVER.  IT IS A STANDARD DISK, STAMPED BROWN NO 1 1948,
 CP2707'PROJECTING 6 INCHES.
 CP2707'
 CP2707'P.A.P. BRIDGE (USE) WAS USED AS REFERENCE MARK NO. 2.  IT
 CP2707'IS 87.34 FEET SOUTH-SOUTHWEST OF THE STATION, 181 FEET SOUTH
 CP2707'OF THE TRACKS, ABOUT 100 FEET EAST OF THE RIVER, 78 FEET
 CP2707'EAST OF LARGE TWIN OAK TREES IN THE NORTHWEST CORNER OF A
 CP2707'CULTIVATED FIELD, 52.5 FEET WEST OF THE SOUTH END OF A CONCRETE
 CP2707'STANDARD FOR THE OLD BRIDGE AND AT THE NORTH EDGE OF A
 CP2707'CULTIVATED FIELD.  IT IS A U.S. ARMY ENGINEERS CAP RIVITED
 CP2707'ON THE TOP OF A 4-INCH IRON PIPE PROJECTING ABOUT 6 INCHES.
 CP2707'IT IS STAMPED P.A P BRIDGE RESET 1948.
 CP2707'
 CP2707'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION,
 CP2707'ON THE WEST SIDE OF THE RIVER, 0.1 MILE SOUTH OF DUNK INN,
 CP2707'0.15 MILE NORTH OF THE RAILROAD BRIDGE, 18 FEET NORTHWEST
 CP2707'OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTH OF AN 8 X 8
 CP2707'GAURD RAIL POST PROJECTING 2 FEET, 8 FEET SOUTHEAST OF A
 CP2707'12 FOOT VERTICAL BANK, 31 FEET WEST OF A 10-INCH SYCAMORE
 CP2707'TREE IN A FENCE LINE, AND AT THE SOUTH END OF A CUT ON THE
 CP2707'WEST SIDE OF THE ROAD WHICH IS OPPOSITE A WASH.  IT IS A
 CP2707'STANDARD DISK, STAMPED BROWN 1948, FLUSH WITH THE GROUND.
 CP2707'NOTE--THE MARK MAY BE COVERED WITH DIRT DUE TO THE BANK
 CP2707'CAVING IN OVER THE MARK.
 CP2707'
 CP2707'TO REACH THE STATION FROM THE EDWARDS MUNICIPAL WATER TANK
 CP2707'IN EDWARDS GO WEST ON U.S. HIGHWAY 80 FOR 5.6 MILES TO A
 CP2707'SIDE ROAD LEFT AT THE EAST END OF THE BRIDGE OVER BIG BLACK
 CP2707'RIVER, TURN LEFT, SOUTH AND GO 0.15 MILE ON A FIELD ROAD
 CP2707'TO THE A GATE ON THE RIGHT JUST BEFORE REACHING THE RAILROAD
 CP2707'TRACKS, TURN RIGHT THROUGH WIRE GATE AND GO WEST ON TRACK
 CP2707'ROAD FOR 0.3 MILE TO THE RIVER AND THE STATION ON THE SOUTH
 CP2707'SIDE OF THE TRACKS.
 CP2707
 CP2707                          STATION RECOVERY (1961)
 CP2707
 CP2707'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2707'THE STATION WAS VISITED 10-6-61.  THE STATION, R.M. NO. 1 AND
 CP2707'P.A.P. BRIDGE (U.S.E.D.) WHICH IS USED FOR SECOND REFERENCE
 CP2707'MARK WERE FOUND IN GOOD CONDITION, AN EXTENSIVE SEARCH WAS
 CP2707'MADE TO LOCATE THE AZIMUTH MARK BUT IT COULD NOT BE FOUND.
 CP2707'THERE HAS BEEN EXCAVATING DONE IN ORDER TO WIDEN THE ROAD
 CP2707'AT THE LOCATION AND IT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1490 ***********************************************************************
 BV1490  DESIGNATION -  BROWN
 BV1490  PID         -  BV1490
 BV1490  STATE/COUNTY-  MS/GREENE
 BV1490  USGS QUAD   -  MC LAIN (1982)
 BV1490
 BV1490                         *CURRENT SURVEY CONTROL
 BV1490  ___________________________________________________________________
 BV1490* NAD 83(1993)-  31 03 07.30339(N)    088 47 59.26767(W)     ADJUSTED  
 BV1490* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 BV1490  ___________________________________________________________________
 BV1490  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BV1490  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BV1490  HORZ ORDER  -  SECOND
 BV1490
 BV1490.The horizontal coordinates were established by classical geodetic methods
 BV1490.and adjusted by the National Geodetic Survey in May 1994.
 BV1490
 BV1490.The orthometric height was scaled from a topographic map.
 BV1490
 BV1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1490
 BV1490.The geoid height was determined by GEOID03.
 BV1490
 BV1490;                    North         East     Units Scale Factor Converg.
 BV1490;SPC MS E     -   172,045.347   303,201.003   MT  0.99995013   +0 01 02.3
 BV1490;SPC MS E     -   564,452.11    994,751.96   sFT  0.99995013   +0 01 02.3
 BV1490;UTM  16      - 3,436,759.679   328,260.554   MT  0.99996382   -0 55 42.9
 BV1490
 BV1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1490!SPC MS E     -   1.00000063  x   0.99995013  =   0.99995076
 BV1490!UTM  16      -   1.00000063  x   0.99996382  =   0.99996445
 BV1490
 BV1490|---------------------------------------------------------------------|
 BV1490| PID    Reference Object                     Distance      Geod. Az  |
 BV1490|                                                           dddmmss.s |
 BV1490| CF9971 BROWN RM 1                           13.295 METERS 18332     |
 BV1490| CF9972 BROWN RM 2                           16.590 METERS 31153     |
 BV1490|---------------------------------------------------------------------|
 BV1490
 BV1490                          SUPERSEDED SURVEY CONTROL
 BV1490
 BV1490  NAD 83(1993)-  31 03 07.31535(N)    088 47 59.26173(W) AD(       ) 2
 BV1490  NAD 83(1986)-  31 03 07.31979(N)    088 47 59.26683(W) AD(       ) 2
 BV1490  NAD 27      -  31 03 06.65100(N)    088 47 59.13600(W) AD(       ) 2
 BV1490
 BV1490.Superseded values are not recommended for survey control.
 BV1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1490.See file dsdata.txt to determine how the superseded data were derived.
 BV1490
 BV1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2826136760(NAD 83)
 BV1490_MARKER: DS = TRIANGULATION STATION DISK
 BV1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1490
 BV1490  HISTORY     - Date     Condition        Report By
 BV1490  HISTORY     - 1921     MONUMENTED       CGS
 BV1490  HISTORY     - 1938     SEE DESCRIPTION  SUNOCO
 BV1490  HISTORY     - 1978     MARK NOT FOUND   USGS
 BV1490
 BV1490                          STATION DESCRIPTION
 BV1490
 BV1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1490'STATION IS 1-3/4 MILES N OF LEAF ON E (RIGHT) SIDE OF TRACK. ON
 BV1490'EXTENSION OF BACK TANGENT OF W (LEFT) RAIL AND FORWARD TANGENT OF E
 BV1490'(RIGHT) RAIL 400 METERS S OF MILEPOST 58, AND 200 METERS N OF FIRST
 BV1490'MAIN ROAD CROSSING N OF LEAF 7.815 METERS (25.64 FEET) E OF E AND
 BV1490'NEAREST RAIL.
 BV1490'
 BV1490'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1490'SET IN CONCRETE.
 BV1490'
 BV1490'REFERENCE MARKS ARE ON SAME (E) SIDE OF TRACK 0.4 METER W OF E
 BV1490'RAILROAD PROPERTY FENCE LINE.
 BV1490
 BV1490                          STATION RECOVERY (1938)
 BV1490
 BV1490'RECOVERY NOTE BY SUN OIL COMPANY 1938
 BV1490'CONCRETE BASE OVERTURNED AND BRASS PLATE DEFACED, STAMPING NOT
 BV1490'LEGIBLE. THIS IS A TRAVERSE STATION.
 BV1490
 BV1490                          STATION RECOVERY (1978)
 BV1490
 BV1490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JLK)
 BV1490'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1630 ***********************************************************************
 BV1630  DESIGNATION -  BROWN
 BV1630  PID         -  BV1630
 BV1630  STATE/COUNTY-  MS/PERRY
 BV1630  USGS QUAD   -  OVETT SE (1985)
 BV1630
 BV1630                         *CURRENT SURVEY CONTROL
 BV1630  ___________________________________________________________________
 BV1630* NAD 83(1993)-  31 18 17.91777(N)    089 04 33.79820(W)     ADJUSTED  
 BV1630* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BV1630  ___________________________________________________________________
 BV1630  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BV1630  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV1630  HORZ ORDER  -  FIRST
 BV1630
 BV1630.The horizontal coordinates were established by classical geodetic methods
 BV1630.and adjusted by the National Geodetic Survey in May 1994.
 BV1630
 BV1630.The orthometric height was scaled from a topographic map.
 BV1630
 BV1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1630
 BV1630.The geoid height was determined by GEOID03.
 BV1630
 BV1630;                    North         East     Units Scale Factor Converg.
 BV1630;SPC MS E     -   200,113.927   276,894.267   MT  0.99995658   -0 07 34.0
 BV1630;SPC MS E     -   656,540.44    908,443.94   sFT  0.99995658   -0 07 34.0
 BV1630;UTM  16      - 3,465,262.276   302,420.723   MT  1.00008152   -1 04 44.6
 BV1630
 BV1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1630!SPC MS E     -   0.99999197  x   0.99995658  =   0.99994856
 BV1630!UTM  16      -   0.99999197  x   1.00008152  =   1.00007349
 BV1630
 BV1630|---------------------------------------------------------------------|
 BV1630| PID    Reference Object                     Distance      Geod. Az  |
 BV1630|                                                           dddmmss.s |
 BV1630| CF9976 BROWN RM 3                          129.052 METERS 06627     |
 BV1630| CF9974 BROWN RM 1                           47.719 METERS 09511     |
 BV1630| BV1645 LONE PINE LOOKOUT TOWER             APPROX.16.5 KM 2061529.7 |
 BV1630| CF9973 BROWN AZ MK                                        2071644.4 |
 BV1630| CF9975 BROWN RM 2                           35.217 METERS 30921     |
 BV1630|---------------------------------------------------------------------|
 BV1630
 BV1630                          SUPERSEDED SURVEY CONTROL
 BV1630
 BV1630  NAD 83(1986)-  31 18 17.93214(N)    089 04 33.79763(W) AD(       ) 1
 BV1630  NAD 27      -  31 18 17.30000(N)    089 04 33.59300(W) AD(       ) 1
 BV1630
 BV1630.Superseded values are not recommended for survey control.
 BV1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1630.See file dsdata.txt to determine how the superseded data were derived.
 BV1630
 BV1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV0242165262(NAD 83)
 BV1630_MARKER: DS = TRIANGULATION STATION DISK
 BV1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1630+STABILITY: SURFACE MOTION
 BV1630
 BV1630  HISTORY     - Date     Condition        Report By
 BV1630  HISTORY     - 1935     MONUMENTED       CGS
 BV1630  HISTORY     - 1943     GOOD             CGS
 BV1630  HISTORY     - 1956     MARK NOT FOUND   LOCSUR
 BV1630  HISTORY     - 1956     GOOD             CGS
 BV1630  HISTORY     - 1957     GOOD             CGS
 BV1630  HISTORY     - 1964     GOOD             MSHD
 BV1630  HISTORY     - 1976     GOOD             LOCENG
 BV1630  HISTORY     - 1976     GOOD             NGS
 BV1630
 BV1630                          STATION DESCRIPTION
 BV1630
 BV1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1630'THE STATION IS 1 MILE W OF PROSPECT CHURCH AND SCHOOL, ON THE HIGHEST
 BV1630'PART OF A RIDGE. IN A CULTIVATED FIELD. ON THE PROPERTY OF MR. A.G.
 BV1630'BROWN AND RENTED BY MR. H.J.MEADOWS. 7-1/2 MILES NNW OF NEW
 BV1630'AUGUSTA, MISS. TO REACH THE STATION FROM THE LEAF HOTEL IN
 BV1630'HATTIESBURG GO SE ON U.S. ROUTE NO. 49 ACROSS R.R. TRACKS TO THE
 BV1630'FIRST STREET TO THE LEFT.
 BV1630'TURN LEFT FOR 0.1 MILE TO RIVER AVE. TURN
 BV1630'RIGHT ONTO RIVER AVE. AND GO 1.6 MILES TO A T-ROAD RIGHT BETWEEN
 BV1630'TWO FILLING STATIONS. TURN RIGHT ONTO THIS T-ROAD AND GO 0.2
 BV1630'MILE ON MAIN ROAD TO FORKS. KEEP RIGHT FOR 1.9 MILES TO ANOTHER
 BV1630'FORKS JUST AFTER CROSSING WOODEN BRIDGE. TURN LEFT FORK FOR
 BV1630'1.2 MILES TO FORKS. TURN LEFT FOR 0.4 MILE TO ANOTHER FORKS. TURN
 BV1630'RIGHT HERE FOR 1.7 MILES TO T-ROAD LEFT. TURN LEFT FOR 0.5 MILE TO
 BV1630'X-ROAD. KEEP STRAIGHT AHEAD FOR 1.5 MILES TO FORKS WITH SIGN
 BV1630'RUNALSTOWN 8, HATTIESBURG 10. HERE TAKE LEFT FORK KEEPING THE
 BV1630'MAINROAD AND STRAIGHT AT ALL CROSS ROADS FOR 3.3 MILES TO T-ROAD.
 BV1630'TURN RIGHT FOR 2.8 MILES TO ROAD TO LEFT. TURN LEFT FOR 1.2 MILES
 BV1630'TO STATION ON RIGHT. THE STATION IS 35 FEET SSE OF THE C.L. OF
 BV1630'ROAD. 52 FEET WSW OF A 10 INCH TREE. 1 FOOT BELOW THE SURFACE OF THE
 BV1630'GROUND.
 BV1630'
 BV1630'R.M. NO. 1 IS ENE OF THE STATION IN SAME FIELD. ALONG FENCE LINE. 15
 BV1630'FEET SSE OF THE C. L. OF ROAD.
 BV1630'
 BV1630'R.M. NO. 2 IS W. OF THE STATION. ACROSS ROAD AND 40 FEET NW OF THE
 BV1630'CURVE IN ROAD JUST BEFORE REACHING THE STATION.
 BV1630'
 BV1630'AZIMUTH MARK IS S. OF THE STATION. ACROSS ROAD AND 10 YDS WSW OF THE
 BV1630'C.L. THEREOF. 32 FT. SSE OF FENCE CORNER. 24 FT. ENE OF TENANT
 BV1630'HOUSE.
 BV1630'
 BV1630'NOTE--A 64 FT. TOWER WAS USED AND WILL CLEAR ALL LINES.
 BV1630
 BV1630                          STATION RECOVERY (1943)
 BV1630
 BV1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1630'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 AND ALL MARKS WERE
 BV1630'FOUND IN GOOD CONDITION. A VARIATION WAS FOUND IN THE DISTANCE TO
 BV1630'REFERENCE MARK NO. 1 AND NO.2 AS SHOWN BELOW. THE 1935 DESCRIPTION
 BV1630'TO REACH THE STATION IS ADEQUATE AND CORRECT.
 BV1630
 BV1630                          STATION RECOVERY (1956)
 BV1630
 BV1630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (SAM)
 BV1630'LETTER OF MR. SIDNEY A. MEEKS, 1442 LEE STREET, LAUREL, MISS. DATED
 BV1630'JULY 4, 1956--
 BV1630'
 BV1630'ALL THAT COULD BE FOUND WAS REFERENCE MARK 2 IN FAIR CONDITION.
 BV1630'OBSERVATIONS WERE MADE FROM A 77-FOOT STEEL TOWER.
 BV1630
 BV1630                          STATION RECOVERY (1956)
 BV1630
 BV1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1630'THE STATION WAS VISITED ON SEPTEMBER 19, 1956. ALL MARKS WERE FOUND
 BV1630'IN GOOD CONDITION. THE AREA, IN WHICH THE STATION WAS SET IN 1935,
 BV1630'IS NOW A TUNG ORCHARD. A NEW DESCRIPTION FOLLOWS--
 BV1630'
 BV1630'THE STATION IS LOCATED 7-1/2 MI. N-NW OF NEW AUGUSTA, 6 MI. S-SE OF
 BV1630'RUNNELSTOWN, 0.9 MI. W OF THE PROSPECT BAPTIST CHURCH, AND IN THE NW
 BV1630'CORNER OF A TUNG ORCHARD. IT IS 33 FT. S-SE OF THE CENTER OF A
 BV1630'GRAVELED ROAD, 195 FT. E OF THE CENTER OF THE GRAVELED ROAD
 BV1630'LEADING S FROM THE CURVE, 52 FT. W-SW OF AN 18-IN. TREE, 17.5 FT.
 BV1630'S OF A FENCE LINE, AND 27 FT. N-NW OF A TUNG TREE WHICH IS IN
 BV1630'THE THIRD ROW E OF THE W SIDE OF THE ORCHARD. IT IS A STANDARD
 BV1630'DISK, STAMPED BROWN 1935 AND ABOUT 10 IN. BELOW THE SURFACE OF THE
 BV1630'GROUND.
 BV1630'
 BV1630'REFERENCE MARK 1 IS 156.56 FT. E-NE OF THE STATION, 104 FT. E-NE OF
 BV1630'AN 18-IN. TREE, 53 FT. W-NW OF A LONE PINE TREE ON THE S SIDE OF THE
 BV1630'ROAD, 16 FT. S OF THE CENTER OF THE ROAD, AND 1 FT. S OF THE FENCE
 BV1630'LINE. IT IS A STANDARD DISK, STAMPED BROWN NO 1 1935 AND
 BV1630'PROJECTING 8 IN.
 BV1630'
 BV1630'REFERENCE MARK 2 IS 115.55 FT. NW OF THE STATION, 40 FT. N OF THE
 BV1630'CENTER OF THE GRAVELED ROAD IN A CURB, AND 69 FT. E OF THE PROJECTED
 BV1630'CENTER OF THE ROAD LEADING S FROM THE CURVE. IT IS A STANDARD DISK,
 BV1630'STAMPED BROWN NO 2 1935 AND PROJECTING 10 IN.
 BV1630'
 BV1630'THE AZIMUTH MARK IS ABOUT 350 YD. S-SW OF THE STATION, 33 FT. W OF
 BV1630'THE CENTER OF THE ROAD, 34.5 FT. NW OF AN OAK TREE, 30 FT. E OF THE
 BV1630'NE CORNER OF AN OLD HOUSE, AND 51 FT. W OF THE SW CORNER OF A BARN
 BV1630'ACROSS THE ROAD. IT IS A STANDARD DISK, STAMPED BROWN AZI 1935 AND
 BV1630'PROJECTING 10 IN.
 BV1630'
 BV1630'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 29 AND
 BV1630'42 IN RUNNELSTOWN, GO S ON STATE HIGHWAY 29 FOR 6.3 MI. TO A SIDE
 BV1630'ROAD LEFT, TURN LEFT AND GO 1.05 MI. TO THE AZIMUTH MARK ON THE
 BV1630'LEFT, CONTINUE FOR 0.15 MI. TO THE STATION ON THE RIGHT IN THE NW
 BV1630'CORNER OF AN ORCHARD.
 BV1630
 BV1630                          STATION RECOVERY (1957)
 BV1630
 BV1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (SAM)
 BV1630'ORIGINAL DESCRIPTION IS 0.K. STATION IS IN AN OPEN FIELD AND OWNED BY
 BV1630'THE WADE TUNG OIL INTEREST. ALL MARKS FOUND AND IN GOOD CONDITION,
 BV1630'EXCEPT AZIMUTH MARK. TOP HAS BEEN BEATEN AND MARKINGS PARTLY
 BV1630'OBLITERATED.
 BV1630
 BV1630                          STATION RECOVERY (1964)
 BV1630
 BV1630'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1630'THE STATION WAS VISITED 10-28-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1630'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1630
 BV1630                          STATION RECOVERY (1976)
 BV1630
 BV1630'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BV1630'RECOVERED BY S.A. MEEKS, MASONITE CORP.
 BV1630'
 BV1630'STA. BROWN 1935 GOOD
 BV1630'
 BV1630'R.M. 1 REMOVED FROM ORIG. LOC. AND LYING ON GROUND
 BV1630'
 BV1630'R.M. 2 GOOD
 BV1630'
 BV1630'ALL MARKS ARE IN GOOD CONDITION, INCLUDING AZ. MARK AND RM 1
 BV1630'COULD BE RE ESTABLISHED, BUT IN ANOTHER PLACE, AS THE MARK IS
 BV1630'STILL IN GOOD CONDITION-INCLUDING BRONZE DISC.
 BV1630'
 BV1630'AZ. MARK CAN BE SEEN FROM STATION MARK.
 BV1630
 BV1630                          STATION RECOVERY (1976)
 BV1630
 BV1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DDR)
 BV1630'THE STATION WAS VISITED 8-25-76 AND THE STATION MARK, REFERENCE MARK
 BV1630'NO 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 BV1630'CONDITION.  REFERENCE MARK NO 1 WAS FOUND OUT OF THE GROUND AND WAS
 BV1630'RESET AS RM-3 AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BV1630'
 BV1630'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH-NORTHWEST OF NEW
 BV1630'AUGUSTA, 6 MILES SOUTH-SOUTHEAST OF RUNNELSTOWN, 1 MILE EAST
 BV1630'OF STATE HIGHWAY 29.
 BV1630'
 BV1630'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 42 IN
 BV1630'RUNNELSTOWN, GO SOUTH ON STATE HIGHWAY 29 FOR 6.05 MILES TO A
 BV1630'GRAVEL SIDEROAD ON LEFT, TURN LEFT AND GO EAST ON GRAVEL ROAD
 BV1630'FOR 1.05 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE EAST FOR 0.15
 BV1630'MILE TO STATION ON RIGHT IN NORTH EDGE OF CULTIVATED FIELD.
 BV1630'
 BV1630'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED BROWN 1935
 BV1630'SET IN TOP OF A CONCRETE POST, 1 FOOT BELOW THE SURFACE OF THE
 BV1630'GROUND.  IT IS 72 FEET SOUTHWEST OF A 28 INCH PINE TREE, 54 FEET
 BV1630'SOUTH-SOUTHWEST OF AN 8 INCH PERSIMMON TREE, 33 FEET SOUTH OF
 BV1630'THE CENTER OF GRAVEL ROAD, 4 FEET SOUTH OF A METAL WITNESS POST
 BV1630'AND SIGN AND 3.5 FEET SOUTH OF THE FENCELINE.
 BV1630'
 BV1630'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV1630'BROWN NO II 1935 SET IN TOP OF A ROUND CONCRETE POST PROJECTING 10
 BV1630'INCHES.  IT IS IN SOUTH EDGE OF PINE WOODS, 45 FEET NORTH OF CENTER
 BV1630'OF GRAVEL ROAD, 22 FEET NORTH OF THE FENCELINE, 18 FEET SOUTHEAST
 BV1630'OF AN 8 INCH CEDAR TREE AND 1 FOOT NORTH OF METAL WITNESS POST
 BV1630'AND SIGN.
 BV1630'
 BV1630'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV1630'BROWN 1935 NO 3 1976 SET IN TOP OF A ROUND CONCRETE POST
 BV1630'PROJECTING 6 INCHES.  IT IS AT SOUTH EDGE OF PINE WOODS, 29 FEET
 BV1630'EAST OF 28 INCH PINE TREE, 21 FEET NORTH OF THE CENTER OF GRAVEL
 BV1630'ROAD AND 3 FEET NORTH OF METAL WITNESS POST AND SIGN IN
 BV1630'FENCELINE.
 BV1630'
 BV1630'THE AZIMUTH MARK IS A REFERENCE MARK DISK, SET IN TOP OF A ROUND
 BV1630'CONCRETE POST AND STAMPED BROWN AZI 1935.  THE DISK HAS BEEN
 BV1630'BADDERED AND IS NOT VERY LEGIBLE.  IT IS 350 YARDS SOUTH-SOUTHWEST
 BV1630'OF THE STATION, 33 FEET WEST OF THE CENTER OF GRAVEL ROAD, 59
 BV1630'FEET SOUTH OF THE CENTER OF OLD ROAD TO HOUSE, 30 FEET EAST OF
 BV1630'THE NORTHEAST CORNER OF OLD ABANDONED HOUSE, 2 FEET EAST OF
 BV1630'FENCELINE AND 1 FOOT WEST OF METAL WITNESS POST AND SIGN.
 BV1630'
 BV1630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1630'6 MILES SOUTH-SOUTHEAST OF RUNNELSTOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2725 ***********************************************************************
 BH2725  DESIGNATION -  BROWN
 BH2725  PID         -  BH2725
 BH2725  STATE/COUNTY-  MS/HANCOCK
 BH2725  USGS QUAD   -  WAVELAND (1976)
 BH2725
 BH2725                         *CURRENT SURVEY CONTROL
 BH2725  ___________________________________________________________________
 BH2725* NAD 83(1993)-  30 18 05.77070(N)    089 29 47.37764(W)     ADJUSTED  
 BH2725* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BH2725  ___________________________________________________________________
 BH2725  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 BH2725  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH2725  HORZ ORDER  -  FIRST
 BH2725
 BH2725.The horizontal coordinates were established by classical geodetic methods
 BH2725.and adjusted by the National Geodetic Survey in May 1994.
 BH2725
 BH2725.The orthometric height was scaled from a topographic map.
 BH2725
 BH2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2725
 BH2725.The geoid height was determined by GEOID03.
 BH2725
 BH2725;                    North         East     Units Scale Factor Converg.
 BH2725;SPC MS E     -    89,040.138   236,210.970   MT  1.00000018   -0 20 04.6
 BH2725;SPC MS E     -   292,125.85    774,968.82   sFT  1.00000018   -0 20 04.6
 BH2725;SPC LA S     -   201,114.330 1,176,673.180   MT  0.99993947   +0 55 06.4
 BH2725;SPC LA S     -   659,822.60  3,860,468.59   sFT  0.99993947   +0 55 06.4
 BH2725;UTM  16      - 3,354,846.305   259,912.810   MT  1.00031118   -1 15 36.8
 BH2725
 BH2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2725!SPC MS E     -   1.00000348  x   1.00000018  =   1.00000366
 BH2725!SPC LA S     -   1.00000348  x   0.99993947  =   0.99994295
 BH2725!UTM  16      -   1.00000348  x   1.00031118  =   1.00031466
 BH2725
 BH2725|---------------------------------------------------------------------|
 BH2725| PID    Reference Object                     Distance      Geod. Az  |
 BH2725|                                                           dddmmss.s |
 BH2725| BH0984 BROWN 2                              52.181 METERS 00543     |
 BH2725| DD7618 BROWN RM 1                           45.896 METERS 02436     |
 BH2725| BH2723 BROWN RM 3                           21.639 METERS 13844     |
 BH2725| DD7619 BROWN RM 4                           29.595 METERS 23450     |
 BH2725| BH2731 WESTONIA FIRE TOWER                 APPROX. 8.1 KM 2694329.6 |
 BH2725| BH0986 BROWN RM 2                          225.796 METERS 27823     |
 BH2725| BH2730 WESTONIA                            APPROX. 8.8 KM 2793015.8 |
 BH2725|---------------------------------------------------------------------|
 BH2725
 BH2725                          SUPERSEDED SURVEY CONTROL
 BH2725
 BH2725  NAD 83(1986)-  30 18 05.78405(N)    089 29 47.37228(W) AD(       ) 1
 BH2725  NAD 27      -  30 18 05.08300(N)    089 29 47.18300(W) AD(       ) 1
 BH2725
 BH2725.Superseded values are not recommended for survey control.
 BH2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2725.See file dsdata.txt to determine how the superseded data were derived.
 BH2725
 BH2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5991354846(NAD 83)
 BH2725_MARKER: DS = TRIANGULATION STATION DISK
 BH2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2725+STABILITY: SURFACE MOTION
 BH2725
 BH2725  HISTORY     - Date     Condition        Report By
 BH2725  HISTORY     - 1931     MONUMENTED       CGS
 BH2725  HISTORY     - 1938     MARK NOT FOUND   CGS
 BH2725  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH2725  HISTORY     - 1958     GOOD             CGS
 BH2725  HISTORY     - 1959     GOOD             CGS
 BH2725  HISTORY     - 1965     GOOD             CGS
 BH2725
 BH2725                          STATION DESCRIPTION
 BH2725
 BH2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BH2725'STATION IS ABOUT 9-1/2 MILES W OF BAY ST. LOUIS, ON THE S SIDE OF
 BH2725'U.S. HIGHWAY 90.  FROM THE POST OFFICE AT BAY ST.  LOUIS FOLLOW
 BH2725'MAIN STREET N TO U.S. HIGHWAY 90, THENCE W OF HIGHWAY 9.6 MILES TO
 BH2725'STATION.  STATION IS 2.3 MILES W OF CROSSROADS AT LUXICH SERVICE
 BH2725'STATION AND FIVE MILES E OF FIRE LOOKOUT TOWER AT LOGTOWN Y.  MARK IS
 BH2725'ABOUT 55 FEET S OF CENTER OF HIGHWAY AND IS ABOUT 25 FEET W OF
 BH2725'HIGHWAY SURVEY STATION 475.  THIS STATION IS MARKED BY A PINE STAKE.
 BH2725'MARK IS ABOUT 735 FEET N OF A SMALL CONCRETE CULVERT UNDER THE
 BH2725'ROAD.  LAND IS LOW, FLAT, UNINHABITED, CUT-OVER LAND.  MARK
 BH2725'6-INCHES ABOVE SURFACE.
 BH2725'SURFACE,
 BH2725'UNDERGROUND, AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET IN
 BH2725'CONCRETE.
 BH2725'
 BH2725'REFERENCE MARK NO.1 IS 10 METERS N OF CENTER OF ROAD AND ABOUT 3
 BH2725'METERS NE OF HIGHWAY SURVEY STATION NO.475.  IT IS ABOUT 750
 BH2725'FEET E OF ABOVE MENTIONED CULVERT.
 BH2725'
 BH2725'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN CEMENT IN THE N
 BH2725'ABUTMENT OF THE CULVERT.  THIS CULVERT IS ABOUT 30 FEET W OF HIGHWAY
 BH2725'SURVEY STATION 485.
 BH2725'
 BH2725'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BH2725
 BH2725                          STATION RECOVERY (1938)
 BH2725
 BH2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (KJ)
 BH2725'THE STATION MARK AND REFERENCE MARK NO. 1 COULD NOT BE FOUND AND
 BH2725'APPEAR TO HAVE BEEN DESTROYED BY THE WIDENING AND PAVING OF THE
 BH2725'NEW HIGHWAY NO.90.  THE STATION SITE IS NOW AT THE JUNCTION OF THE
 BH2725'OLD AND NEW HIGHWAYS.  REFERENCE MARK NO.2, SET IN THE N END OF A
 BH2725'CULVERT, WAS RECOVERED AND USED AS A BENCH MARK IN 1938.  THE
 BH2725'JUNCTION IS ABOUT MIDWAY BETWEEN REFERENCE MARK NO.2 AND THE
 BH2725'STATION SITE.  STATION IS REPORTED AS LOST.
 BH2725
 BH2725                          STATION RECOVERY (1951)
 BH2725
 BH2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2725'STATION AND REFERENCE MARK 1 REPORTED DESTROYED.  REFERENCE MARK 2 WAS
 BH2725'RECOVERED IN GOOD CONDITION.
 BH2725'
 BH2725'REFERENCE MARK 2 IS ABOUT 11.0 MILES W OF BAY ST. LOUIS ON THE OLD
 BH2725'U.S. HIGHWAY 90 WHICH IS NOW THE PICAYUNE ROAD.  IT IS A STANDARD
 BH2725'DISK SET IN THE TOP OF THE N ABUTMENT OF CONCRETE CULVERT.
 BH2725'
 BH2725'TO REACH FROM THE W SIDE OF U.S. HIGHWAY 90 HIGHWAY BRIDGE IN BAY ST.
 BH2725'LOUIS, PROCEED W 11.0 MILES TO THE Y IN THE ROAD (NEW ORLEANS LEFT
 BH2725'FORK-PICAYUNE RIGHT FORK), TAKE RIGHT FORK 0.1 MILE TO CULVERT AND
 BH2725'REFERENCE MARK.
 BH2725
 BH2725                          STATION RECOVERY (1958)
 BH2725
 BH2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2725'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 BH2725'CONDITION.  A CONCRETE, HIGHWAY RIGHT-OF-WAY POST WAS USED AS
 BH2725'REFERENCE MARK 3.  STATE HIGHWAY SURVEY STATION 475 WAS NOT
 BH2725'RECOVERED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION- ABOUT 9
 BH2725'1/2 MILES WEST OF BAY ST. LOUIS, ON THE SOUTH RIGHT-OF-WAY OF U.S.
 BH2725'HIGHWAY 90 AND IN SECTION 33, R 15 W, T 8 S AND 0.1 MILE EAST OF THE
 BH2725'JUNCTION OF HIGHWAY 90 AND STATE HIGHWAY 43.
 BH2725'
 BH2725'REACHED FROM THE TRAFFIC LIGHT AT THE WEST END OF THE BAY ST. LOUIS
 BH2725'TOLL BRIDGE, BY GOING WEST ON U.S. HIGHWAY 90 FOR 7.85 MILES TO A
 BH2725'PAVED ROAD ON THE LEFT, AT A SIGN LAKESHORE, CONTINUE WEST ON HIGHWAY
 BH2725'2.4 MILES TO THE STATION ON THE LEFT.  CONTINUE WEST FOR 0.1 MILE
 BH2725'TO JUNCTION OF STATE HIGHWAY 43 AND HIGHWAY 90, CONTINUE WEST ON
 BH2725'HIGHWAY 43 FOR 0.1 MILE TO REFERENCE MARK 2 ON THE RIGHT.
 BH2725'
 BH2725'STATION MARKS ARE STANDARD DISKS, STAMPED BROWN 1931.
 BH2725'THE SURFACE MARK IS SET IN AN 11-INCH SQUARE CONCRETE POST
 BH2725'PROJECTING 5 INCHES.  IT IS 96 FEET SOUTH OF THE CENTER OF THE
 BH2725'HIGHWAY, 56.2 FEET NORTH OF AN EAST-WEST RIGHT-OF-WAY FENCE, 72.5
 BH2725'FEET NORTHWEST OF A FENCE CORNER, 73.4 FEET NORTHWEST OF A POLE
 BH2725'BEARING A UNDERGROUND CABLE WARNING SIGN AND A COPPER TAG
 BH2725'STAMPED, STA. 436 PLUS 42,12FT. AND 9 FEET NORTHWEST OF THE NORTHWEST
 BH2725'EDGE OF A DRAINAGE DITCH.
 BH2725'
 BH2725'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWN NO 1 1931, SET IN
 BH2725'A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES. IT IS
 BH2725'43 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 8 FEET SOUTH OF THE
 BH2725'SOUTH EDGE OF A DRAINAGE DITCH,
 BH2725'
 BH2725'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1931,
 BH2725'CEMENTED IN A DRILL HOLE IN THE NORTH ABUTMENT OF A CONCRETE
 BH2725'CULVERT, CULVERT IS FLUSH WITH THE ROAD SURFACE.  IT IS 15.6 FEET
 BH2725'NORTH OF THE CENTER OF STATE HIGHWAY 43 AND 6 FEET SOUTH OF THE
 BH2725'SOUTH EDGE OF A DRAINAGE DITCH.
 BH2725'
 BH2725'REFERENCE MARK 3 IS A 6 BY 6 SQUARE CONCRETE RIGHT-OF-WAY POST HAVING
 BH2725'A CHISELED CROSS IN THE CENTER OF THE TOP.  IT IS 150 FEET SOUTH OF
 BH2725'THE CENTER OF THE HIGHWAY, 3 FEET EAST OF THE FENCE CORNER AND 1 FOOT
 BH2725'EAST OF THE POLE.
 BH2725'
 BH2725'HEIGHT OF INSTRUMENT- 34 METERS.
 BH2725
 BH2725                          STATION RECOVERY (1959)
 BH2725
 BH2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 BH2725'STATION WAS RECOVERED AS DESCRIBED, STATION MARK AND REFERENCE MARK
 BH2725'NO. 2 WERE FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1958.
 BH2725'REFERENCE MARK NO. 1 WAS DESTROYED BY ROAD CONSTRUCTION WORK.
 BH2725'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED.  A TRAVERSE CONNECTION
 BH2725'WAS MADE TO REFERENCE MARK NO. 3.
 BH2725'
 BH2725'REFERENCE MARK NO. 3 IS 3 FEET NORTHEAST OF A FENCE CORNER, 3 FEET
 BH2725'NORTH OF A 4 BY 4 INCH CONCRETE POST AND 3 FEET NORTH OF A POLE
 BH2725'BEARING AN UNDERGROUND CABLE WARNING SIGN.  IT IS A STANDARD DISK SET
 BH2725'IN A 12 BY 12 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 BH2725'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED BROWN NO 3 1931.
 BH2725'
 BH2725'REFERENCE MARK NO. 4 IS 149 FEET SOUTH OF THE CENTERLINE OF U.S.
 BH2725'HIGHWAY 90 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE. IT IS A
 BH2725'STANDARD DISK SET IN 12 BY 12 INCH CONCRETE MONUMENT THAT PROJECTS
 BH2725'ABOUT 2 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED BROWN NO 4
 BH2725'1931
 BH2725
 BH2725                          STATION RECOVERY (1965)
 BH2725
 BH2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BH2725'THE STATION WAS VISITED 5-20-65 AND THE STATION MARK AND REFERENCE
 BH2725'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION WAS MOVED NORTH
 BH2725'52.257 METERS, BY ESTABLISHING STATION BROWN 2 1965.  REFERENCE MARK
 BH2725'NO. 1 WAS FOUND DESTROYED.  A REFERENCE MARK NO.3 FOUND AT THIS
 BH2725'DATE, HOWEVER NO DATA WAS FOUND FOR THIS MARK.  REFERENCE MARK NO. 2
 BH2725'WAS USED FOR THE AZIMUTH MARK FOR THE NEW STATION.  REFERENCE MARKS
 BH2725'NO. 4 AND 5 WERE ESTABLISHED FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0984 ***********************************************************************
 BH0984  HT_MOD      -  This is a Height Modernization Survey Station.
 BH0984  DESIGNATION -  BROWN 2
 BH0984  PID         -  BH0984
 BH0984  STATE/COUNTY-  MS/HANCOCK
 BH0984  USGS QUAD   -  WAVELAND (1976)
 BH0984
 BH0984                         *CURRENT SURVEY CONTROL
 BH0984  ___________________________________________________________________
 BH0984* NAD 83(1993)-  30 18 07.45682(N)    089 29 47.18326(W)     ADJUSTED  
 BH0984* NAVD 88     -         5.42   (meters)      17.8    (feet)  GPS OBS   
 BH0984  ___________________________________________________________________
 BH0984  EPOCH DATE  -        2004.65
 BH0984  X           -      48,438.040 (meters)                     COMP
 BH0984  Y           -  -5,511,205.570 (meters)                     COMP
 BH0984  Z           -   3,199,318.314 (meters)                     COMP
 BH0984  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BH0984  ELLIP HEIGHT-         -21.758 (meters)          (04/11/06) ADJUSTED
 BH0984  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH0984  HORZ ORDER  -  B
 BH0984  ELLP ORDER  -  FOURTH    CLASS II
 BH0984
 BH0984.The horizontal coordinates were established by GPS observations
 BH0984.and adjusted by the National Geodetic Survey in April 2006.
 BH0984.The horizontal coordinates are valid at the epoch date displayed above.
 BH0984.The epoch date for horizontal control is a decimal equivalence
 BH0984.of Year/Month/Day.
 BH0984
 BH0984.The orthometric height was determined by GPS observations and a
 BH0984.high-resolution geoid model.
 BH0984.The orthometric height was determined by GPS observations and a
 BH0984.high-resolution geoid model using precise GPS observation and
 BH0984.processing techniques. It supersedes the leveled height previously
 BH0984.determined for this station.
 BH0984
 BH0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0984
 BH0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0984
 BH0984.The ellipsoidal height was determined by GPS observations
 BH0984.and is referenced to NAD 83.
 BH0984
 BH0984.The geoid height was determined by GEOID03.
 BH0984
 BH0984;                    North         East     Units Scale Factor Converg.
 BH0984;SPC MS E     -    89,092.028   236,216.467   MT  1.00000017   -0 20 04.5
 BH0984;SPC MS E     -   292,296.10    774,986.86   sFT  1.00000017   -0 20 04.5
 BH0984;SPC LA S     -   201,166.325 1,176,677.541   MT  0.99993951   +0 55 06.5
 BH0984;SPC LA S     -   659,993.18  3,860,482.90   sFT  0.99993951   +0 55 06.5
 BH0984;UTM  16      - 3,354,898.116   259,919.147   MT  1.00031114   -1 15 36.7
 BH0984
 BH0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0984!SPC MS E     -   1.00000342  x   1.00000017  =   1.00000359
 BH0984!SPC LA S     -   1.00000342  x   0.99993951  =   0.99994293
 BH0984!UTM  16      -   1.00000342  x   1.00031114  =   1.00031456
 BH0984
 BH0984|---------------------------------------------------------------------|
 BH0984| PID    Reference Object                     Distance      Geod. Az  |
 BH0984|                                                           dddmmss.s |
 BH0984| BH0983 BROWN 2 RM 4                         12.202 METERS 09239     |
 BH0984| BH2725 BROWN                                52.181 METERS 18543     |
 BH0984| BH0986 BROWN RM 2                                         2685755.5 |
 BH0984| BH0985 BROWN RM 5                           26.043 METERS 27240     |
 BH0984|---------------------------------------------------------------------|
 BH0984
 BH0984                          SUPERSEDED SURVEY CONTROL
 BH0984
 BH0984  NAD 83(1993)-  30 18 07.45905(N)    089 29 47.18106(W) AD(       ) 2
 BH0984  NAD 83(1986)-  30 18 07.47239(N)    089 29 47.17571(W) AD(       ) 2
 BH0984  NAD 27      -  30 18 06.77100(N)    089 29 46.98600(W) AD(       ) 2
 BH0984  NAVD 88 (02/14/94)    5.466  (m)           17.93   (f) ADJUSTED    1 1
 BH0984  NAVD 88 (06/15/91)    5.465  (m)           17.93   (f) UNKNOWN     1 1
 BH0984  NGVD 29 (??/??/??)    5.421  (m)           17.79   (f) ADJUSTED    1 1
 BH0984
 BH0984.Superseded values are not recommended for survey control.
 BH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0984.See file dsdata.txt to determine how the superseded data were derived.
 BH0984
 BH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5991954898(NAD 83)
 BH0984_MARKER: DS = TRIANGULATION STATION DISK
 BH0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0984_SP_SET: CONCRETE POST
 BH0984_STAMPING: BROWN 2 1965
 BH0984_MARK LOGO: CGS   
 BH0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0984+STABILITY: SURFACE MOTION
 BH0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0984+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BH0984
 BH0984  HISTORY     - Date     Condition        Report By
 BH0984  HISTORY     - 1965     MONUMENTED       CGS
 BH0984  HISTORY     - 1969     GOOD             CGS
 BH0984  HISTORY     - 1969     GOOD             CGS
 BH0984  HISTORY     - 1972     GOOD             MSHD
 BH0984  HISTORY     - 1972     GOOD             MSHD
 BH0984  HISTORY     - 1974     GOOD             NGS
 BH0984  HISTORY     - 1976     GOOD             NGS
 BH0984  HISTORY     - 19930318 GOOD             NGS
 BH0984  HISTORY     - 20060306 GOOD             3001
 BH0984
 BH0984                          STATION DESCRIPTION
 BH0984
 BH0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BH0984'THE STATION IS LOCATED ABOUT 9 MILES WEST OF BAY ST. LOUIS AT THE
 BH0984'FORKS FORMED BY THE JUNCTION OF U.S. HIGHWAY 90 AND THE STATE
 BH0984'HIGHWAY 43, 0.15 MILES EAST OF THE FORKS, 76 FEET NORTH OF THE
 BH0984'CENTERLINE OF U.S. HIGHWAY 90, 25 FEET NORTH OF A POWER LINE, 117
 BH0984'FEET EAST OF POWER POLE NO. 91, 2 FEET EAST NORTHEAST OF A METAL
 BH0984'WITNESS POST.  IT IS A STANDARD DISK STAMPED BROWN 2 1965.
 BH0984'PROJECTS 4-INCHES.
 BH0984'
 BH0984'REFERENCE MARK NO. 4 IS 40.03 FEET EAST OF THE STATION, 76 FEET NORTH
 BH0984'OF THE CENTER OF THE ROAD, 157 FEET EAST OF A POWER POLE NO. 91,
 BH0984'25 FEET NORTH OF A POWER POLE.  IT IS A STANDARD DISK STAMPED BROWN 2
 BH0984'NO. 4 1965 SET IN THE TOP OF RIGHT-OF-WAY MARKER, PROJECTING
 BH0984'8-INCHES.
 BH0984'
 BH0984'REFERENCE MARK NO. 5 IS 85.44 FEET WEST OF THE STATION, 76 FEET NORTH
 BH0984'OF THE CENTERLINE OF U.S. HIGHWAY 90, 25 FEET NORTH OF A POWER
 BH0984'POLE, 41 FEET NORTHEAST OF POWER POLE NO. 91, 2 FEET NORTHEAST OF A
 BH0984'METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED BROWN 2 NO.
 BH0984'5 1965. PROJECTS 4-INCHES.
 BH0984'
 BH0984'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 750 FEET WEST OF THE
 BH0984'STATION, 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BH0984'HIGHWAY 43.  SET IN TOP OF CENTER OF NORTH HEADWALL OF A 15-INCH
 BH0984'CONCRETE CULVERT UNDER HIGHWAY.
 BH0984'
 BH0984'TO REACH THE STATION FROM THE POST OFFICE IN BAY ST. LOUIS, GO NORTH
 BH0984'ON MAIN STREET TO U.S. HIGHWAY 90, TURN LEFT (WEST) AND GO 9.5 MILES
 BH0984'TO MARK ON THE RIGHT, CONTINUE WEST FOR 0.15 MILE TO REFERENCE MARK
 BH0984'NO. 2 ON THE RIGHT.
 BH0984
 BH0984                          STATION RECOVERY (1969)
 BH0984
 BH0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BH0984'THE STATION, RM 2, 4 AND 5 WERE ALL RECOVERED AND IN GOOD
 BH0984'CONDITION.  THE STATION MAY BE REACHED BY GOING 8.3 MILES
 BH0984'NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE EAST END OF THE BRIDGE
 BH0984'OVER THE PEARL RIVER AT PEARLINGTON, IN SECTION 33, R 15 W, T 8 S,
 BH0984'75.5 FEET NORTH OF THE CENTER LINE OF THE PRESENT HIGHWAY, 119
 BH0984'FEET NORTHEAST OF POWER LINE POLE NO. 91, 2 FEET NORTHEAST OF A
 BH0984'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BH0984'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 BH0984'LEVEL OF THE GROUND.
 BH0984'
 BH0984'RM 2 IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION, ALONG STATE
 BH0984'HIGHWAY 607, SET ON THE TOP AND NEAR THE CENTER OF THE NORTH
 BH0984'CONCRETE HEAD WALL FOR A 15-INCH PIPE CULVERT UNDER THE STATE
 BH0984'HIGHWAY, 15.5 FEET NORTH OF THE CENTER LINE OF THE STATE HIGHWAY
 BH0984'AND ABOUT LEVEL WITH THE HIGHWAY.
 BH0984'
 BH0984'RM 4 IS 40.0 FEET EAST OF THE STATION MARK, 75 FEET NORTH OF THE
 BH0984'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A METAL WITNESS
 BH0984'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 BH0984'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 BH0984'
 BH0984'RM 5 IS 85.0 FEET WEST OF THE STATION MARK, 77 FEET NORTH OF THE
 BH0984'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A METAL WITNESS POST,
 BH0984'42 FEET NORTHEAST OF POWER LINE POLE 91, 1 FOOT BELOW THE LEVEL
 BH0984'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BH0984'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0984'
 BH0984'NOTE--
 BH0984'
 BH0984'THE STATION MARK IS STAMPED BROWN 2 1965
 BH0984'
 BH0984'RM 2 IS STAMPED BROWN NO 2 1931
 BH0984'
 BH0984'RM 4 IS STAMPED BROWN 2 NO 4 1965
 BH0984'
 BH0984'RM 5 IS STAMPED BROWN NO 5 1965.
 BH0984'
 BH0984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0984'8.3 MILES NORTHEAST OF PEARLINGTON.
 BH0984
 BH0984                          STATION RECOVERY (1969)
 BH0984
 BH0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH0984'STATION MARK AND REFERENCE MARKS NO. 4 AND NO. 5 RECOVERED IN
 BH0984'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 BH0984'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 BH0984'
 BH0984'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BH0984'CORRECTIONS--
 BH0984'
 BH0984'1.  STATE HIGHWAY 43 HAS BEEN RENUMBERED AND IS NOW STATE
 BH0984'HIGHWAY 607.
 BH0984'
 BH0984'2.  REFERENCES TO POWER LINES AND POWER POLE ARE NOT USEFUL AS THE
 BH0984'POWER LINE NO LONGER EXISTS.
 BH0984
 BH0984                          STATION RECOVERY (1972)
 BH0984
 BH0984'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH0984'THE STATION WAS VISITED 3-24-72 AND THE STATION MARK RM NO 2
 BH0984'(AZIMUTH MARK) WAS REPORTED DESTROYED BY A PREVIOUS DESCRIPTION.
 BH0984'
 BH0984'THE STATION IS LOCATED 7.8 MILES NORTHEAST OF PEARLINGTON ON
 BH0984'THE NORTH ROW OF U.S. HIGHWAY 90, 9.6 MILES WEST OF BAY ST. LOUIS,
 BH0984'0.4 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 BH0984'607 IN THE SOUTHEAST 1/4 OF SECTION 33, T 8S, R 15W.
 BH0984'
 BH0984'IT IS 75.5 FEET NORTH OF THE NORTH LANE OF HIGHWAY 90, 108 FEET
 BH0984'WEST OF THE SOUTH POST OF A LARGE SIGN, 105 FEET EAST OF A POWER
 BH0984'POLE WITH A GUY WIRE WHERE THE LINE ENDS, 1.5 FEET NORTHWEST OF
 BH0984'A METAL WITNESS POST AND 49.5 FEET NORTHWEST OF THE NORTH POST OF
 BH0984'THE PEARLINGTON NEXT LEFT SIGN.
 BH0984'
 BH0984'IT IS A TRIANGULATION DISK, STAMPED BROWN 2 1965 PROJECTING 4
 BH0984'INCHES.
 BH0984'
 BH0984'REFERENCE MARK NO 4 IS 40.03 FEET EAST OF THE STATION.  IT IS
 BH0984'75 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 90,
 BH0984'68 FEET WEST OF THE SOUTH POST OF A LARGE SIGN, 44 FEET NORTHEAST
 BH0984'OF THE NORTH POST OF THE PEARLINGTON NEXT LEFT SIGN, 1.5 FEET
 BH0984'EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROW MARKER
 BH0984'PROJECTING 12 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 BH0984'BROWN 2 NO 4 1965.
 BH0984'
 BH0984'REFERENCE MARK NO 5 IS 88.44 FEET WEST OF THE STATION.  IT IS 76
 BH0984'FEET EAST OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 90,
 BH0984'19.5 FEET EAST OF A POWER POLE WITH A GUY WIRE, 22 FEET SOUTHEAST
 BH0984'OF THE SOUTH POST OF THE EAST ONE OF TWO SIGNS AND 1.5 FEET
 BH0984'NORTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BH0984'STAMPED BROWN NO 5 1965 PROJECTING 4 INCHES.
 BH0984'
 BH0984'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER
 BH0984'ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR
 BH0984'3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.  CONTINUE
 BH0984'WEST ON U.S. HIGHWAY 90 FOR 4.8 MILES TO A CROSSROAD.  CONTINUE
 BH0984'WEST ON U.S. HIGHWAY 90 FOR 2.4 MILES TO THE STATION ON THE
 BH0984'RIGHT.
 BH0984'
 BH0984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0984'7.8 MILES NORTHEAST OF PEARLINGTON.
 BH0984
 BH0984                          STATION RECOVERY (1972)
 BH0984
 BH0984'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0984'7.8 MI NE FROM PEARLINGTON.
 BH0984'THE MARK IS LOCATED 7.8 MILES NORTHEAST OF PEARLINGTON ON THE NORTH
 BH0984'ROW OF U.S. HIGHWAY 90, 9.6 MILES WEST OF BAY ST. LOUIS, 0.4 MILES
 BH0984'EAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 607 IN THE
 BH0984'SOUTHEAST 1/4 OF SECTION 33, T 8S, R 15W.  IT IS 75.5 FEET NORTH OF
 BH0984'THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 90, 108 FEET WEST OF THE
 BH0984'SOUTH POST OF A LARGE SIGN, 105 FEET EAST OF A POWER POLE WITH A GUY
 BH0984'WIRE WHERE THE LINE ENDS, 49.5 FEET NORTHWEST OF THE NORTH POST OF THE
 BH0984'PEARLINGTON NEXT LEFT SIGN, 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 BH0984'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE
 BH0984'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE WEST
 BH0984'END OF THE BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S.
 BH0984'HIGHWAY 90 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.
 BH0984'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 4.8 MILES TO A CROSSROAD.
 BH0984'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 2.4 MILES TO THE MARK ON THE
 BH0984'RIGHT.
 BH0984
 BH0984                          STATION RECOVERY (1974)
 BH0984
 BH0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CDS)
 BH0984'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION WITNESS POST
 BH0984'2 FEET SW OF STATION MARK.
 BH0984
 BH0984                          STATION RECOVERY (1976)
 BH0984
 BH0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0984'RECOVERED IN GOOD CONDITION.
 BH0984
 BH0984                          STATION RECOVERY (1993)
 BH0984
 BH0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0984'11.5 KM (7.15 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 BH0984'OF STATE HIGHWAY 43 IN WAVELAND, 150.0 M (492.1 FT) WEST OF THE
 BH0984'EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH, 25.9 M (85.0 FT) EAST
 BH0984'OF REFERENCE MARK 5, 23.1 M (75.8 FT) NORTH OF THE CENTERLINE OF THE
 BH0984'WESTBOUND LANES OF THE HIGHWAY, 12.3 M (40.4 FT) WEST OF REFERENCE
 BH0984'MARK 4, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 BH0984'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 BH0984
 BH0984                          STATION RECOVERY (2006)
 BH0984
 BH0984'RECOVERY NOTE BY 3001, INC 2006 (JCP)
 BH0984'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0983 ***********************************************************************
 BH0983  DESIGNATION -  BROWN 2 RM 4
 BH0983  PID         -  BH0983
 BH0983  STATE/COUNTY-  MS/HANCOCK
 BH0983  USGS QUAD   -  WAVELAND (1976)
 BH0983
 BH0983                         *CURRENT SURVEY CONTROL
 BH0983  ___________________________________________________________________
 BH0983* NAD 83(1986)-  30 18 07.     (N)    089 29 46.     (W)     SCALED    
 BH0983* NAVD 88     -         5.727  (meters)      18.79   (feet)  ADJUSTED  
 BH0983  ___________________________________________________________________
 BH0983  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH0983  DYNAMIC HT  -           5.719 (meters)      18.76  (feet)  COMP
 BH0983  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BH0983
 BH0983  VERT ORDER  -  FIRST     CLASS I
 BH0983
 BH0983.The horizontal coordinates were scaled from a topographic map and have
 BH0983.an estimated accuracy of +/- 6 seconds.
 BH0983
 BH0983.The orthometric height was determined by differential leveling
 BH0983.and adjusted in February 1994.
 BH0983
 BH0983.The geoid height was determined by GEOID03.
 BH0983
 BH0983.The dynamic height is computed by dividing the NAVD 88
 BH0983.geopotential number by the normal gravity value computed on the
 BH0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0983.degrees latitude (g = 980.6199 gals.).
 BH0983
 BH0983.The modeled gravity was interpolated from observed gravity values.
 BH0983
 BH0983;                    North         East    Units  Estimated Accuracy
 BH0983;SPC MS E     -    89,080.      236,250.      MT  (+/- 180 meters Scaled)
 BH0983
 BH0983                          SUPERSEDED SURVEY CONTROL
 BH0983
 BH0983  NAVD 88 (06/15/91)    5.726  (m)           18.79   (f) UNKNOWN     1 1
 BH0983  NGVD 29 (??/??/??)    5.682  (m)           18.64   (f) ADJUSTED    1 1
 BH0983
 BH0983.Superseded values are not recommended for survey control.
 BH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0983.See file dsdata.txt to determine how the superseded data were derived.
 BH0983
 BH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU599548(NAD 83)
 BH0983_MARKER: DR = REFERENCE MARK DISK
 BH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0983_SP_SET: CONCRETE POST
 BH0983_STAMPING: BROWN 2 NO 4 1965
 BH0983_MARK LOGO: CGS   
 BH0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0983+STABILITY: SURFACE MOTION
 BH0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0983+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993
 BH0983
 BH0983  HISTORY     - Date     Condition        Report By
 BH0983  HISTORY     - 1965     MONUMENTED       CGS
 BH0983  HISTORY     - 1972     GOOD             MSHD
 BH0983  HISTORY     - 1976     GOOD             NGS
 BH0983  HISTORY     - 19930318 GOOD             NGS
 BH0983
 BH0983                          STATION DESCRIPTION
 BH0983
 BH0983'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0983'7.8 MI NE FROM PEARLINGTON.
 BH0983'THE MARK IS LOCATED 7.8 MILES NORTHEAST OF PEARLINGTON ON THE NORTH
 BH0983'ROW OF U.S. HIGHWAY 90, 9.6 MILES WEST OF BAY ST. LOUIS, 0.4 MILES
 BH0983'EAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 607 IN THE
 BH0983'SOUTHEAST 1/4 OF SECTION 33, T 8S, R 15W.  IT IS 40.03 FEET EAST OF
 BH0983'THE STATION, 75 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 BH0983'HIGHWAY 90, 68 FEET WEST OF THE SOUTH POST OF A LARGE SIGN, 44 FEET
 BH0983'NORTHEAST OF THE NORTH POST OF THE PEARLINGTON NEXT LEFT SIGN, 1.5
 BH0983'FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A HIGHWAY ROW
 BH0983'MARKER ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 12 INCHES.  TO REACH
 BH0983'FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO
 BH0983'WEST ON U.S. HIGHWAY 90 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 BH0983'603 AND 43.  CONTINUE WEST ON U.S. HIGHWAY 90 FOR 4.8 MILES TO A
 BH0983'CROSSROAD.   CONTINUE WEST ON U.S. HIGHWAY 90 FOR 2.4 MILES TO THE
 BH0983'MARK ON THE RIGHT.
 BH0983
 BH0983                          STATION RECOVERY (1976)
 BH0983
 BH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0983'RECOVERED IN GOOD CONDITION.
 BH0983
 BH0983                          STATION RECOVERY (1993)
 BH0983
 BH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0983'11.5 KM (7.15 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 BH0983'OF STATE HIGHWAY 43 IN WAVELAND, 23.1 M (75.8 FT) NORTH OF THE
 BH0983'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 12.3 M (40.4 FT)
 BH0983'EAST OF TRIANGULATION STATION BROWN 2, 0.4 M (1.3 FT) NORTHEAST OF A
 BH0983'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 BH0983'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2723 ***********************************************************************
 BH2723  DESIGNATION -  BROWN RM 3
 BH2723  PID         -  BH2723
 BH2723  STATE/COUNTY-  MS/HANCOCK
 BH2723  USGS QUAD   -  WAVELAND (1976)
 BH2723
 BH2723                         *CURRENT SURVEY CONTROL
 BH2723  ___________________________________________________________________
 BH2723* NAD 83(1993)-  30 18 05.24250(N)    089 29 46.84353(W)     ADJUSTED  
 BH2723* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BH2723  ___________________________________________________________________
 BH2723  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 BH2723  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH2723  HORZ ORDER  -  SECOND
 BH2723
 BH2723.The horizontal coordinates were established by classical geodetic methods
 BH2723.and adjusted by the National Geodetic Survey in May 1994.
 BH2723
 BH2723.The orthometric height was scaled from a topographic map.
 BH2723
 BH2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2723
 BH2723.The geoid height was determined by GEOID03.
 BH2723
 BH2723;                    North         East     Units Scale Factor Converg.
 BH2723;SPC MS E     -    89,023.789   236,225.146   MT  1.00000016   -0 20 04.3
 BH2723;SPC MS E     -   292,072.21    775,015.33   sFT  1.00000016   -0 20 04.3
 BH2723;SPC LA S     -   201,098.296 1,176,687.710   MT  0.99993945   +0 55 06.7
 BH2723;SPC LA S     -   659,769.99  3,860,516.26   sFT  0.99993945   +0 55 06.7
 BH2723;UTM  16      - 3,354,829.724   259,926.725   MT  1.00031110   -1 15 36.5
 BH2723
 BH2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2723!SPC MS E     -   1.00000348  x   1.00000016  =   1.00000364
 BH2723!SPC LA S     -   1.00000348  x   0.99993945  =   0.99994293
 BH2723!UTM  16      -   1.00000348  x   1.00031110  =   1.00031458
 BH2723
 BH2723                          SUPERSEDED SURVEY CONTROL
 BH2723
 BH2723  NAD 83(1986)-  30 18 05.25585(N)    089 29 46.83817(W) AD(       ) 2
 BH2723  NAD 27      -  30 18 04.55440(N)    089 29 46.64890(W) AD(       ) 2
 BH2723
 BH2723.Superseded values are not recommended for survey control.
 BH2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2723.See file dsdata.txt to determine how the superseded data were derived.
 BH2723
 BH2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5992754830(NAD 83)
 BH2723_MARKER: DR = REFERENCE MARK DISK
 BH2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2723+STABILITY: SURFACE MOTION
 BH2723
 BH2723  HISTORY     - Date     Condition        Report By
 BH2723  HISTORY     - 1959     MONUMENTED       CGS
 BH2723
 BH2723                          STATION DESCRIPTION
 BH2723
 BH2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BH2723'SEE STATION BROWN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0985 ***********************************************************************
 BH0985  DESIGNATION -  BROWN RM 5
 BH0985  PID         -  BH0985
 BH0985  STATE/COUNTY-  MS/HANCOCK
 BH0985  USGS QUAD   -  WAVELAND (1976)
 BH0985
 BH0985                         *CURRENT SURVEY CONTROL
 BH0985  ___________________________________________________________________
 BH0985* NAD 83(1986)-  30 18 06.     (N)    089 29 47.     (W)     SCALED    
 BH0985* NAVD 88     -         5.516  (meters)      18.10   (feet)  ADJUSTED  
 BH0985  ___________________________________________________________________
 BH0985  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH0985  DYNAMIC HT  -           5.508 (meters)      18.07  (feet)  COMP
 BH0985  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BH0985
 BH0985  VERT ORDER  -  FIRST     CLASS I
 BH0985
 BH0985.The horizontal coordinates were scaled from a topographic map and have
 BH0985.an estimated accuracy of +/- 6 seconds.
 BH0985
 BH0985.The orthometric height was determined by differential leveling
 BH0985.and adjusted in February 1994.
 BH0985
 BH0985.The geoid height was determined by GEOID03.
 BH0985
 BH0985.The dynamic height is computed by dividing the NAVD 88
 BH0985.geopotential number by the normal gravity value computed on the
 BH0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0985.degrees latitude (g = 980.6199 gals.).
 BH0985
 BH0985.The modeled gravity was interpolated from observed gravity values.
 BH0985
 BH0985;                    North         East    Units  Estimated Accuracy
 BH0985;SPC MS E     -    89,050.      236,220.      MT  (+/- 180 meters Scaled)
 BH0985
 BH0985                          SUPERSEDED SURVEY CONTROL
 BH0985
 BH0985  NAVD 88 (06/15/91)    5.515  (m)           18.09   (f) UNKNOWN     1 1
 BH0985  NGVD 29 (??/??/??)    5.471  (m)           17.95   (f) ADJUSTED    1 1
 BH0985
 BH0985.Superseded values are not recommended for survey control.
 BH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0985.See file dsdata.txt to determine how the superseded data were derived.
 BH0985
 BH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU599548(NAD 83)
 BH0985_MARKER: DR = REFERENCE MARK DISK
 BH0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0985_SP_SET: CONCRETE POST
 BH0985_STAMPING: BROWN NO 5 1965
 BH0985_MARK LOGO: CGS   
 BH0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0985+STABILITY: SURFACE MOTION
 BH0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0985+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993
 BH0985
 BH0985  HISTORY     - Date     Condition        Report By
 BH0985  HISTORY     - 1965     MONUMENTED       CGS
 BH0985  HISTORY     - 1972     GOOD             MSHD
 BH0985  HISTORY     - 1976     GOOD             NGS
 BH0985  HISTORY     - 19930318 GOOD             NGS
 BH0985
 BH0985                          STATION DESCRIPTION
 BH0985
 BH0985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0985'7.8 MI NE FROM PEARLINGTON.
 BH0985'THE MARK IS LOCATED 7.8 MILES NORTHEAST OF PEARLINGTON ON THE NORTH
 BH0985'ROW OF U.S. HIGHWAY 90, 9.6 MILES WEST OF BAY ST. LOUIS, 0.4 MILES
 BH0985'EAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 607 IN THE
 BH0985'SOUTHEAST 1/4 OF SECTION 33, T 8S, R 15W.  IT IS 85.44 FEET WEST OF
 BH0985'THE STATION, 76 FEET NORTH OF THE CENTER OF THE NORTH LANE OF U.S.
 BH0985'HIGHWAY 90, 19.5 FEET EAST OF A POWER POLE WITH A GUY WIRE AT THE END
 BH0985'OF THE LINE, 22 FEET SOUTHEAST OF THE SOUTH POST OF THE EAST ONE OF
 BH0985'TWO SIGNS, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET IN THE TOP
 BH0985'OF A 12 INCHE ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE
 BH0985'HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE WEST END OF THE
 BH0985'BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90
 BH0985'FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.  CONTINUE
 BH0985'WEST ON U.S. HIGHWAY 90 FOR 4.8 MILES TO A CROSSROAD.  CONTINUE WEST
 BH0985'ON U.S. HIGHWAY 90 FOR 2.4 MILES TO THE MARK ON THE RIGHT.
 BH0985
 BH0985                          STATION RECOVERY (1976)
 BH0985
 BH0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0985'RECOVERED IN GOOD CONDITION.
 BH0985
 BH0985                          STATION RECOVERY (1993)
 BH0985
 BH0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0985'11.5 KM (7.15 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 BH0985'OF STATE HIGHWAY 43 IN WAVELAND, 25.9 M (85.0 FT) WEST OF
 BH0985'TRIANGULATION STATION BROWN 2, 23.3 M (76.4 FT) NORTH OF THE
 BH0985'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 BH0985'NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BH0985'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 BH0985'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0165 ***********************************************************************
 DK0165  DESIGNATION -  BROWNING
 DK0165  PID         -  DK0165
 DK0165  STATE/COUNTY-  MS/LEFLORE
 DK0165  USGS QUAD   -  BROWNING (1982)
 DK0165
 DK0165                         *CURRENT SURVEY CONTROL
 DK0165  ___________________________________________________________________
 DK0165* NAD 83(1993)-  33 30 35.72317(N)    090 07 04.33722(W)     ADJUSTED  
 DK0165* NAVD 88     -        39.995  (meters)     131.22   (feet)  ADJUSTED  
 DK0165  ___________________________________________________________________
 DK0165  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DK0165  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0165  DYNAMIC HT  -          39.953 (meters)     131.08  (feet)  COMP
 DK0165  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 DK0165
 DK0165  HORZ ORDER  -  THIRD
 DK0165  VERT ORDER  -  SECOND    CLASS 0
 DK0165
 DK0165.The horizontal coordinates were established by classical geodetic methods
 DK0165.and adjusted by the National Geodetic Survey in May 1994.
 DK0165
 DK0165.The orthometric height was determined by differential leveling
 DK0165.and adjusted in June 1991.
 DK0165
 DK0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0165
 DK0165.The geoid height was determined by GEOID03.
 DK0165
 DK0165.The dynamic height is computed by dividing the NAVD 88
 DK0165.geopotential number by the normal gravity value computed on the
 DK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0165.degrees latitude (g = 980.6199 gals.).
 DK0165
 DK0165.The modeled gravity was interpolated from observed gravity values.
 DK0165
 DK0165;                    North         East     Units Scale Factor Converg.
 DK0165;SPC MS W     -   444,612.380   720,017.999   MT  0.99995494   +0 07 08.2
 DK0165;SPC MS W     - 1,458,699.12  2,362,259.05   sFT  0.99995494   +0 07 08.2
 DK0165;UTM  15      - 3,711,538.745   767,721.462   MT  1.00048375   +1 35 31.6
 DK0165
 DK0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0165!SPC MS W     -   0.99999788  x   0.99995494  =   0.99995282
 DK0165!UTM  15      -   0.99999788  x   1.00048375  =   1.00048163
 DK0165
 DK0165|---------------------------------------------------------------------|
 DK0165| PID    Reference Object                     Distance      Geod. Az  |
 DK0165|                                                           dddmmss.s |
 DK0165| DK0166 BROWNING RM 1                        20.215 METERS 08425     |
 DK0165| DK0168 BROWNING AZ MK                                     2602646.2 |
 DK0165| DK0167 BROWNING RM 2                        21.194 METERS 26505     |
 DK0165| DK1760 GREENWOOD UNION COMPRESS CO TK      APPROX. 5.8 KM 2710713.8 |
 DK0165|---------------------------------------------------------------------|
 DK0165
 DK0165                          SUPERSEDED SURVEY CONTROL
 DK0165
 DK0165  NAD 83(1986)-  33 30 35.73442(N)    090 07 04.33403(W) AD(       ) 3
 DK0165  NAD 27      -  33 30 35.30300(N)    090 07 04.02970(W) AD(       ) 3
 DK0165  NGVD 29 (??/??/??)   40.059  (m)          131.43   (f) ADJUSTED    2 0
 DK0165
 DK0165.Superseded values are not recommended for survey control.
 DK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0165.See file dsdata.txt to determine how the superseded data were derived.
 DK0165
 DK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6772111539(NAD 83)
 DK0165_MARKER: DS = TRIANGULATION STATION DISK
 DK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0165_STAMPING: BROWNING 1959
 DK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0165+STABILITY: SURFACE MOTION
 DK0165
 DK0165  HISTORY     - Date     Condition        Report By
 DK0165  HISTORY     - 1959     MONUMENTED       CGS
 DK0165  HISTORY     - 1966     GOOD             MSHD
 DK0165  HISTORY     - 1967     GOOD             MSHD
 DK0165  HISTORY     - 1967     GOOD             MSHD
 DK0165  HISTORY     - 1969     GOOD             CGS
 DK0165  HISTORY     - 1969     GOOD             CGS
 DK0165  HISTORY     - 19811001 GOOD             MSSU
 DK0165  HISTORY     - 1983     GOOD             NGS
 DK0165
 DK0165                          STATION DESCRIPTION
 DK0165
 DK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DK0165'STATION IS ABOUT 7 MILES NORTH AND 5-1/2 MILES EAST OF SIDON,
 DK0165'5 MILES EAST AND 1-1/2 MILES SOUTH OF GREENWOOD, NEAR THE LINE
 DK0165'BETWEEN SECTIONS 17 AND 18, T 19 N, R 2 E, ON THE SOUTH
 DK0165'RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DK0165'
 DK0165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DK0165'STATE HIGHWAY 7 AT THE SOUTH EDGE OF GREENWOOD, GO EAST ON
 DK0165'HIGHWAY 82 FOR 2.55 MILES TO WHERE TWO SETS OF TRANSMISSION
 DK0165'LINES CROSS THE HIGHWAY, A FIELD ROAD LEFT AND THE AZIMUTH MARK
 DK0165'ON THE RIGHT, CONTINUE EAST ON HIGHWAY FOR 0.7 MILE TO THE J. L.
 DK0165'HARRISON BUTANE AND PROPANE GAS COMPANY ON THE LEFT AND THE
 DK0165'STATION ON THE RIGHT.
 DK0165'
 DK0165'STATION MARKS ARE STANDARD DISKS, STAMPED BROWNING 1959.
 DK0165'THE SURFACE MARK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 DK0165'POST PROJECTING 4 INCHES.  IT IS 191 FEET SOUTH-SOUTHWEST
 DK0165'OF THE SOUTHWEST CORNER OF THE GAS COMPANY BUILDING, 119 FEET
 DK0165'EAST OF A TELEPHONE LINE POLE, 74 FEET SOUTH OF THE CENTER OF
 DK0165'HIGHWAY 82, 70 FEET WEST-SOUTHWEST OF A TELEPHONE LINE POLE
 DK0165'WITH A PROP POLE AND 8 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.
 DK0165'A METAL, WITNESS SIGNPOST WAS SET 1.0 FEET NORTH OF THE MARK.
 DK0165'THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 DK0165'34 INCHES BELOW THE GROUND SURFACE.
 DK0165'
 DK0165'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWNING NO 1
 DK0165'1959, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 DK0165'PROJECTING 6 INCHES.  IT IS 182 FEET EAST OF THE TELEPHONE LINE
 DK0165'POLE, 157 FEET SOUTH OF THE CORNER OF THE BUILDING, 68 FEET
 DK0165'SOUTH OF THE CENTER OF THE HIGHWAY, 22 FEET SOUTH OF THE
 DK0165'TELEPHONE LINE POLE WITH PROP POLE AND 15 FEET NORTH OF THE
 DK0165'RIGHT-OF-WAY FENCE.
 DK0165'
 DK0165'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWNING NO 2
 DK0165'1959, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 DK0165'PROJECTING 6 INCHES.  IT IS 237 FEET SOUTHWEST OF THE CORNER OF
 DK0165'THE BUILDING, 81 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 50
 DK0165'FEET EAST OF THE TELEPHONE LINE POLE AND 1 FOOT NORTH OF THE
 DK0165'RIGHT-OF-WAY FENCE.
 DK0165'
 DK0165'AZIMUTH MARK IS A STANDARD DISK, STAMPED BROWNING 1959, SET
 DK0165'IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 DK0165'6 INCHES.  IT IS 102 FEET SOUTHWEST OF THE INTERSECTION OF
 DK0165'THE CENTERLINE OF THE HIGHWAY AND A FIELD ROAD LEADING NORTH,
 DK0165'51 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 2 FEET NORTH
 DK0165'OF THE NORTH ONE OF TWO POWERLINE POLES.  A METAL, WITNESS
 DK0165'SIGNPOST WAS SET 1.3 FEET NORTH OF THE MARK.
 DK0165'
 DK0165'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DK0165
 DK0165                          STATION RECOVERY (1966)
 DK0165
 DK0165'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0165'THE STATION IS REACHED FROM THE POST OFFICE IN GREENWOOD BY
 DK0165'GOING SOUTH ON MAIN STREET FOR 1.40 MILES TO U.S. HIGHWAY 49
 DK0165'EAST AND 82 RAILROAD OVERPASS, TURN LEFT EAST ON U.S. 82 AND
 DK0165'CONTINUE EAST FOR 1.70 MILES TO JUNCTION OF STATE HIGHWAY 7
 DK0165'AND U.S. 82, CONTINUE EAST ON U.S. 82 FOR 2.55 MILES TO THE
 DK0165'MARK ON THE RIGHT.  THE AZIMUTH IS 0.80 MILE WEST OF THE STATION
 DK0165'AND LOCATED UNDER A TRANSMISSION LINE WHERE IT CROSSES U.S. 82.
 DK0165'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A 12
 DK0165'INCH SQUARE CONCRETE POSTS.  THE STATION DISK IS STAMPED
 DK0165'BROWNING 1959, PROJECTS 6 INCHES, 180.0 FEET SOUTH OF FOUR
 DK0165'BUTANE TANKS OWNED BY SCOT-TANE COMPANY, 74.0 FEET SOUTH OF
 DK0165'THE CENTERLINE OF U.S. 82, 72.0 FEET WEST OF THE SOUTH LEG
 DK0165'OF A COLUMBUS MOTEL SIGN.
 DK0165'
 DK0165'R.M. 1 IS 67.0 FEET SOUTH OF THE CENTERLINE OF U.S. 82, 12.0 FEET
 DK0165'SOUTH OF A CORNER FENCE POST, 8 FEET
 DK0165'WEST OF THE CENTER LEG OF A COLUMBUS SIGN, STAMPED BROWNING NO. 1
 DK0165'AND PROJECTS 6 INCHES.
 DK0165'
 DK0165'R.M. 2 IS 80.0 FEET SOUTH OF THE CENTERLINE OF U.S. 82, 50.0
 DK0165'FEET EAST OF POWER LINE POLE, STAMPED BROWNING NO. 2, AND
 DK0165'PROJECTS 6 INCHES.
 DK0165'
 DK0165'THE AZIMUTH MARK IS 51.0 FEET SOUTH OF THE CENTERLINE OF U.S.
 DK0165'82, 2.0 FEET NORTH OF THE NORTH POLE OF A DOUBLE SET OF POLES
 DK0165'FOR A TRANSMISSION LINE OVER U.S. 82, 18 INCHES SOUTH OF A
 DK0165'METAL WITNESS POST, STAMPED BROWNING 1959, AND PROJECTS 6 INCHES.
 DK0165
 DK0165                          STATION RECOVERY (1967)
 DK0165
 DK0165'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK0165'THE STATION WAS VISITED 11-28-67 AND THE STATION MARK, REFERENCE
 DK0165'MARK, NO.1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0165'CONDITION.
 DK0165'
 DK0165'THE STATION IS LOCATED 3.7 MILES SOUTHEAST OF GREENWOOD AND 2.4
 DK0165'MILES EAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND
 DK0165'U.S. HIGHWAY 82 ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82
 DK0165'IN THE SOUTHWEST 1/4 OF SECTION 17, T 19N, R 2E.  IT IS 74
 DK0165'FEET SOUTH OF THE CENTER OF HIGHWAY 82, 70 FEET SOUTHWEST OF A
 DK0165'TELEPHONE POLE WITH A BRACE, 8 FEET NORTH OF A RIGHT-OF-WAY
 DK0165'FENCE, 188.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GAS
 DK0165'COMPANY BUILDING, 131.5 FEET SOUTHEAST OF A POWER POLE WITH A
 DK0165'TRANSFORMER ON IT, 292 FEET EAST OF THE CENTER OF A BLACKTOP
 DK0165'ROAD, 20 FEET SOUTH OF A TELEPHONE CABLE AND 1 FOOT SOUTH OF
 DK0165'A METAL WITNESS POST.
 DK0165'
 DK0165'IT IS A STANDARD TRIANGULATION DISK, STAMPED BROWNING 1959,
 DK0165'PROJECTING 4 INCHES.
 DK0165'
 DK0165'REFERENCE MARK NO. 1 IS 66.32 FEET EAST OF THE STATION.  IT IS
 DK0165'67.5 FEET SOUTH OF THE CENTER OF HIGHWAY 82, 22 FEET SOUTH OF
 DK0165'A TELEPHONE POLE WITH A BRACE, 31 FEET WEST OF THE EXTENDED
 DK0165'WEST WALL OF THE GAS BUILDING, 7 FEET WEST NORTHWEST OF THE
 DK0165'COLUMBUS MOTEL SIGN AND 1 FOOT WEST OF A METAL WITNESS POST.
 DK0165'IT IS A STANDARD DISK STAMPED BROWNING NO 1 1959, PROJECTING
 DK0165'6 INCHES.
 DK0165'
 DK0165'REFERENCE MARK NO. 2 IS 69.53 FEET WEST OF THE STATION.  IT IS 80
 DK0165'FEET SOUTH OF THE CENTER OF HIGHWAY 82, 14 FEET SOUTH OF A
 DK0165'TELEPHONE CABLE, 50 FEET SOUTHEAST OF TELEPHONE POLE NO. P 51,
 DK0165'123.5 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER AND 1 FOOT
 DK0165'EAST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 DK0165'DISK STAMPED BROWNING NO 2 1959, PROJECTING 6 INCHES.
 DK0165'
 DK0165'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 135.85
 DK0165'FEET.
 DK0165'
 DK0165'THE AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION.  IT IS 51 FEET
 DK0165'SOUTH OF THE CENTER OF HIGHWAY 82, 2 FEET NORTH OF TELEPHONE
 DK0165'POLE NO. 459, 24 FEET NORTH OF A TELEPHONE CABLE, 103 FEET
 DK0165'NORTHWEST OF A FENCE CORNER AND 1.5 FEET SOUTH OF A METAL WITNESS
 DK0165'POST.  THE STATION IS VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD
 DK0165'AZIMUTH MARK DISK, STAMPED BROWNING 1959, PROJECTING 6 INCHES.
 DK0165'
 DK0165'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE
 DK0165'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE
 DK0165'FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT
 DK0165'(SOUTH) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.8 MILES TO THE
 DK0165'BRIDGE OVER U.S. HIGHWAY 49E.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 DK0165'82 FOR 3.3 MILES TO A HIGH POWER LINE CROSSING AND THE AZIMUTH
 DK0165'ON THE RIGHT AS DESCRIBED.  TO REACH THE STATION CONTINUE EAST
 DK0165'ON U.S. HIGHWAY 82 FOR 0.7 MILE TO THE SCOT TANE GAS COMPANY
 DK0165'ON THE LEFT AND THE STATION ON THE RIGHT JUST PAST A SIDE ROAD
 DK0165'RIGHT.
 DK0165'
 DK0165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 DK0165'SOUTHEAST OF GREENWOOD
 DK0165
 DK0165                          STATION RECOVERY (1967)
 DK0165
 DK0165'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0165'6.05 MI SE FROM GREENWOOD.
 DK0165'THE MARK IS LOCATED 3.7 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0165'GREENWOOD IN THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82, APPROXIMATELY
 DK0165'2.4 MILES EAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S.
 DK0165'HIGHWAY 82, IN THE SOUTHWEST 1/4 OF SECTION 17, T 19N, R 2E.  IT IS 74
 DK0165'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 82, 70 FEET SOUTHWEST OF A
 DK0165'TELEPHONE POLE WITH A BRACE, 8 FEET NORTH OF A RIGHT-OF-WAY FENCE,
 DK0165'188.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCOTTANE GAS
 DK0165'COMPANY BUILDING, 131.5 FEET SOUTHEAST OF A POWER POLE WITH A
 DK0165'TRANSFORMER ON IT, 292 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 20
 DK0165'FEET SOUTH OF A TELEPHONE CABLE AND 1 FOOT SOUTH OF A METAL WITNESS
 DK0165'POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE
 DK0165'HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE
 DK0165'INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON
 DK0165'U.S. HIGHWAY 82 FOR 1.8 MILES TO THE BRIDGE OVER U.S. HIGHWAY 49E.
 DK0165'CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 4.0 MILES TO THE SCOTTANE
 DK0165'GAS COMPANY ON THE LEFT AND THE MARK ON THE RIGHT JUST PAST A SIDE
 DK0165'ROAD RIGHT.
 DK0165
 DK0165                          STATION RECOVERY (1969)
 DK0165
 DK0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 DK0165'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DK0165'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DK0165
 DK0165                          STATION RECOVERY (1969)
 DK0165
 DK0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DK0165'RECOVERED IN GOOD CONDITION.
 DK0165
 DK0165                          STATION RECOVERY (1981)
 DK0165
 DK0165'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0165'RECOVERED IN GOOD CONDITION.
 DK0165
 DK0165                          STATION RECOVERY (1983)
 DK0165
 DK0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (ARB)
 DK0165'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 DK0165'DESCRIBED.
 DK0165'
 DK0165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 DK0165'GREENWOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0168 ***********************************************************************
 DK0168  DESIGNATION -  BROWNING AZ MK
 DK0168  PID         -  DK0168
 DK0168  STATE/COUNTY-  MS/LEFLORE
 DK0168  USGS QUAD   -  GREENWOOD (1982)
 DK0168
 DK0168                         *CURRENT SURVEY CONTROL
 DK0168  ___________________________________________________________________
 DK0168* NAD 83(1986)-  33 30 36.     (N)    090 07 50.     (W)     SCALED    
 DK0168* NAVD 88     -        38.615  (meters)     126.69   (feet)  ADJUSTED  
 DK0168  ___________________________________________________________________
 DK0168  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0168  DYNAMIC HT  -          38.575 (meters)     126.56  (feet)  COMP
 DK0168  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 DK0168
 DK0168  VERT ORDER  -  SECOND    CLASS 0
 DK0168
 DK0168.The horizontal coordinates were scaled from a topographic map and have
 DK0168.an estimated accuracy of +/- 6 seconds.
 DK0168
 DK0168.The orthometric height was determined by differential leveling
 DK0168.and adjusted in June 1991.
 DK0168
 DK0168.The geoid height was determined by GEOID03.
 DK0168
 DK0168.The dynamic height is computed by dividing the NAVD 88
 DK0168.geopotential number by the normal gravity value computed on the
 DK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0168.degrees latitude (g = 980.6199 gals.).
 DK0168
 DK0168.The modeled gravity was interpolated from observed gravity values.
 DK0168
 DK0168;                    North         East    Units  Estimated Accuracy
 DK0168;SPC MS W     -   444,620.      718,840.      MT  (+/- 180 meters Scaled)
 DK0168
 DK0168                          SUPERSEDED SURVEY CONTROL
 DK0168
 DK0168  NGVD 29 (??/??/??)   38.681  (m)          126.91   (f) ADJUSTED    2 0
 DK0168
 DK0168.Superseded values are not recommended for survey control.
 DK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0168.See file dsdata.txt to determine how the superseded data were derived.
 DK0168
 DK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT665115(NAD 83)
 DK0168_MARKER: DZ = AZIMUTH MARK DISK
 DK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0168_STAMPING: BROWNING 1959
 DK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0168+STABILITY: SURFACE MOTION
 DK0168
 DK0168  HISTORY     - Date     Condition        Report By
 DK0168  HISTORY     - 1959     MONUMENTED       CGS
 DK0168  HISTORY     - 1967     GOOD             MSHD
 DK0168  HISTORY     - 1969     GOOD             CGS
 DK0168  HISTORY     - 19811001 GOOD             MSSU
 DK0168
 DK0168                          STATION DESCRIPTION
 DK0168
 DK0168'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0168'5.15 MI SE FROM GREENWOOD.
 DK0168'THE MARK IS LOCATED 2.8 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0168'GREENWOOD ON THE SOUTH SIDE OF U.S. HIGHWAY 82 WHERE A HIGH POWER LINE
 DK0168'CROSSES THE HIGHWAY, APPROXIMATELY 1.6 MILES EAST OF THE INTERSECTION
 DK0168'OF MISSISSIPPI HIGHWAY 7 AND U.S. HIGHWAY 82 AND IS IN THE SOUTHWEST
 DK0168'1/4 OF SECTION 18, T 19N, R 2E.  IT IS 51 FEET SOUTH OF THE CENTER OF
 DK0168'U.S. HIGHWAY 82, 2 FEET NORTH OF POLE NO. 459, 24 FEET NORTH OF A
 DK0168'TELEPHONE CABLE, 103 FEET NORTHWEST OF A FENCE CORNER AND 1.5 FEET
 DK0168'SOUTH OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO
 DK0168'THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD, GO WEST ON STRONG AVENUE
 DK0168'FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN LEFT
 DK0168'(SOUTH) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.8 MILES TO THE BRIDGE
 DK0168'OVER U.S. HIGHWAY 49E.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 3.1
 DK0168'MILES TO A HIGH POWER LINE CROSSING AND THE MARK ON THE RIGHT AS
 DK0168'DESCRIBED.
 DK0168
 DK0168                          STATION RECOVERY (1969)
 DK0168
 DK0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DK0168'RECOVERED IN GOOD CONDITION.
 DK0168
 DK0168                          STATION RECOVERY (1981)
 DK0168
 DK0168'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0166 ***********************************************************************
 DK0166  DESIGNATION -  BROWNING RM 1
 DK0166  PID         -  DK0166
 DK0166  STATE/COUNTY-  MS/LEFLORE
 DK0166  USGS QUAD   -  BROWNING (1982)
 DK0166
 DK0166                         *CURRENT SURVEY CONTROL
 DK0166  ___________________________________________________________________
 DK0166* NAD 83(1986)-  33 30 35.     (N)    090 07 04.     (W)     SCALED    
 DK0166* NAVD 88     -        40.187  (meters)     131.85   (feet)  ADJUSTED  
 DK0166  ___________________________________________________________________
 DK0166  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0166  DYNAMIC HT  -          40.146 (meters)     131.71  (feet)  COMP
 DK0166  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 DK0166
 DK0166  VERT ORDER  -  SECOND    CLASS 0
 DK0166
 DK0166.The horizontal coordinates were scaled from a topographic map and have
 DK0166.an estimated accuracy of +/- 6 seconds.
 DK0166
 DK0166.The orthometric height was determined by differential leveling
 DK0166.and adjusted in June 1991.
 DK0166
 DK0166.The geoid height was determined by GEOID03.
 DK0166
 DK0166.The dynamic height is computed by dividing the NAVD 88
 DK0166.geopotential number by the normal gravity value computed on the
 DK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0166.degrees latitude (g = 980.6199 gals.).
 DK0166
 DK0166.The modeled gravity was interpolated from observed gravity values.
 DK0166
 DK0166;                    North         East    Units  Estimated Accuracy
 DK0166;SPC MS W     -   444,590.      720,030.      MT  (+/- 180 meters Scaled)
 DK0166
 DK0166                          SUPERSEDED SURVEY CONTROL
 DK0166
 DK0166  NGVD 29 (??/??/??)   40.251  (m)          132.06   (f) ADJUSTED    2 0
 DK0166
 DK0166.Superseded values are not recommended for survey control.
 DK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0166.See file dsdata.txt to determine how the superseded data were derived.
 DK0166
 DK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT677115(NAD 83)
 DK0166_MARKER: DR = REFERENCE MARK DISK
 DK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0166_STAMPING: BROWNING NO 1 1959
 DK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0166+STABILITY: SURFACE MOTION
 DK0166
 DK0166  HISTORY     - Date     Condition        Report By
 DK0166  HISTORY     - 1959     MONUMENTED       CGS
 DK0166  HISTORY     - 1967     GOOD             MSHD
 DK0166  HISTORY     - 19811001 GOOD             MSSU
 DK0166
 DK0166                          STATION DESCRIPTION
 DK0166
 DK0166'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0166'6.05 MI SE FROM GREENWOOD.
 DK0166'THE MARK IS LOCATED 3.7 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0166'GREENWOOD IN THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY 82 APPROXIMATELY
 DK0166'2.4 MILES EAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S.
 DK0166'HIGHWAY 82 AND IS IN THE SOUTHWEST 1/4 OF SECTION 17, T 19N, R 2E. IT
 DK0166'IS 66.32 FEET EAST OF TRIANGULATION STATION BROWNING, 67.5 FEET SOUTH
 DK0166'OF THE CENTER OF U.S. HIGHWAY 82, 22 FEET SOUTH OF A TELEPHONE POLE
 DK0166'WITH A BRACE, 31 FEET WEST OF THE EXTENDED WEST WALL OF THE SCOTTANE
 DK0166'GAS COMPANY BUILDING, 7 FEET WEST NORTHWEST OF THE COLUMBUS MOTEL SIGN
 DK0166'AND 1 FOOT WEST OF A METAL WITNESS POST.  TO REACH FROM THE SOUTH
 DK0166'ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD GO WEST ON
 DK0166'STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.
 DK0166'TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.8 MILES TO THE
 DK0166'BRIDGE OVER U.S. HIGHWAY 49E.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 82
 DK0166'FOR 4.0 MILES TO THE SCOTTANCE GAS COMPANY ON THE LEFT AND THE MARK ON
 DK0166'THE RIGHT JUST PAST A SIDE ROAD RIGHT.
 DK0166
 DK0166                          STATION RECOVERY (1981)
 DK0166
 DK0166'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0167 ***********************************************************************
 DK0167  DESIGNATION -  BROWNING RM 2
 DK0167  PID         -  DK0167
 DK0167  STATE/COUNTY-  MS/LEFLORE
 DK0167  USGS QUAD   -  BROWNING (1982)
 DK0167
 DK0167                         *CURRENT SURVEY CONTROL
 DK0167  ___________________________________________________________________
 DK0167* NAD 83(1986)-  33 30 35.     (N)    090 07 03.     (W)     SCALED    
 DK0167* NAVD 88     -        39.775  (meters)     130.50   (feet)  ADJUSTED  
 DK0167  ___________________________________________________________________
 DK0167  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK0167  DYNAMIC HT  -          39.734 (meters)     130.36  (feet)  COMP
 DK0167  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 DK0167
 DK0167  VERT ORDER  -  SECOND    CLASS 0
 DK0167
 DK0167.The horizontal coordinates were scaled from a topographic map and have
 DK0167.an estimated accuracy of +/- 6 seconds.
 DK0167
 DK0167.The orthometric height was determined by differential leveling
 DK0167.and adjusted in June 1991.
 DK0167
 DK0167.The geoid height was determined by GEOID03.
 DK0167
 DK0167.The dynamic height is computed by dividing the NAVD 88
 DK0167.geopotential number by the normal gravity value computed on the
 DK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0167.degrees latitude (g = 980.6199 gals.).
 DK0167
 DK0167.The modeled gravity was interpolated from observed gravity values.
 DK0167
 DK0167;                    North         East    Units  Estimated Accuracy
 DK0167;SPC MS W     -   444,590.      720,050.      MT  (+/- 180 meters Scaled)
 DK0167
 DK0167                          SUPERSEDED SURVEY CONTROL
 DK0167
 DK0167  NGVD 29 (??/??/??)   39.840  (m)          130.71   (f) ADJUSTED    2 0
 DK0167
 DK0167.Superseded values are not recommended for survey control.
 DK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0167.See file dsdata.txt to determine how the superseded data were derived.
 DK0167
 DK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT677115(NAD 83)
 DK0167_MARKER: DR = REFERENCE MARK DISK
 DK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0167_STAMPING: BROWNING NO 2 1959
 DK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0167+STABILITY: SURFACE MOTION
 DK0167
 DK0167  HISTORY     - Date     Condition        Report By
 DK0167  HISTORY     - 1959     MONUMENTED       CGS
 DK0167  HISTORY     - 1967     GOOD             MSHD
 DK0167  HISTORY     - 1969     GOOD             CGS
 DK0167  HISTORY     - 19811001 GOOD             MSSU
 DK0167
 DK0167                          STATION DESCRIPTION
 DK0167
 DK0167'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0167'6.05 MI SE FROM GREENWOOD.
 DK0167'THE MARK IS LOCATED 3.7 MILES SOUTHEAST OF THE APPROXIMATE CENTER OF
 DK0167'GREENWOOD IN THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY 82, APPROXIMATELY
 DK0167'2.4 MILES EAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 7 AND U.S.
 DK0167'HIGHWAY 82 IN THE SOUTHWEST 1/4 OF SECTION 17, T 19N, R 2E.  IT IS
 DK0167'69.53 FEET WEST OF TRIANGULATION STATION BROWNING, 80 FEET SOUTH OF
 DK0167'THE CENTER OF U.S. HIGHWAY 82, 14 FEET SOUTH OF A TELEPHONE CABLE, 50
 DK0167'FEET SOUTHEAST OF TELEPHONE POLE NO. P51, 123.5 FEET SOUTH OF A POWER
 DK0167'POLE WITH A TRANSFORMER AND 1 FOOT EAST OF A METAL WITNESS POST.  TO
 DK0167'REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN
 DK0167'GREENWOOD, GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION
 DK0167'OF U.S. HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 82
 DK0167'FOR 1.8 MILES TO THE BRIDGE OVER U.S. HIGHWAY 49E.  CONTINUE SOUTHEAST
 DK0167'ON U.S. HIGHWAY 82 FOR 4.0 MILES TO THE SCOTTANE GAS COMPANY AND THE
 DK0167'MARK ON THE RIGHT JUST PAST A SIDE ROAD RIGHT.
 DK0167
 DK0167                          STATION RECOVERY (1969)
 DK0167
 DK0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DK0167'RECOVERED IN GOOD CONDITION.
 DK0167
 DK0167                          STATION RECOVERY (1981)
 DK0167
 DK0167'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2691 ***********************************************************************
 CP2691  DESIGNATION -  BROWNSVILLE LOOKOUT TOWER
 CP2691  PID         -  CP2691
 CP2691  STATE/COUNTY-  MS/HINDS
 CP2691  USGS QUAD   -  BROWNSVILLE (1980)
 CP2691
 CP2691                         *CURRENT SURVEY CONTROL
 CP2691  ___________________________________________________________________
 CP2691* NAD 83(1993)-  32 27 55.53916(N)    090 24 22.15401(W)     ADJUSTED  
 CP2691* NAVD 88     -              **(meters)            **(feet)            
 CP2691  ___________________________________________________________________
 CP2691  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CP2691  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CP2691  HORZ ORDER  -  THIRD
 CP2691
 CP2691.The horizontal coordinates were established by classical geodetic methods
 CP2691.and adjusted by the National Geodetic Survey in May 1994.
 CP2691
 CP2691
 CP2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2691
 CP2691.The geoid height was determined by GEOID03.
 CP2691
 CP2691;                    North         East     Units Scale Factor Converg.
 CP2691;SPC MS W     -   328,760.730   693,154.284   MT  0.99995058   -0 02 20.7
 CP2691;SPC MS W     - 1,078,609.16  2,274,123.68   sFT  0.99995058   -0 02 20.7
 CP2691;UTM  15      - 3,594,990.180   743,792.479   MT  1.00033297   +1 23 34.9
 CP2691
 CP2691                          SUPERSEDED SURVEY CONTROL
 CP2691
 CP2691  NAD 83(1986)-  32 27 55.55543(N)    090 24 22.15016(W) AD(       ) 4
 CP2691  NAD 27      -  32 27 55.04400(N)    090 24 21.81000(W) AD(       ) 3
 CP2691
 CP2691.Superseded values are not recommended for survey control.
 CP2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2691.See file dsdata.txt to determine how the superseded data were derived.
 CP2691
 CP2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4379294990(NAD 83)
 CP2691_MARKER: 57 = LOOKOUT TOWER
 CP2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2691+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 CP2691
 CP2691  HISTORY     - Date     Condition        Report By
 CP2691  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2691  HISTORY     - 1961     GOOD             MSHD
 CP2691  HISTORY     - 1978     GOOD             MSHD
 CP2691  HISTORY     - 20050320 GOOD             MSSU
 CP2691
 CP2691                          STATION DESCRIPTION
 CP2691
 CP2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2691'THE STATION IS THE TOP-CENTER OF THE TOWER.  IT IS ABOUT 8 MILES
 CP2691'NORTH AND 3 MILES EAST OF BOLTON, 8-1/2 MILES NORTH AND 4-1/2
 CP2691'MILES WEST OF CLINTON AND 1-1/2 MILES NORTH AND 1-3/4 MILES EAST
 CP2691'OF BROWNSVILLE.  IT IS IN SECTION 9, T 7 N, R 2 W.
 CP2691'
 CP2691'IT IS A STANDARD MISSISSIPPI FOREST SERVICE LOOKOUT TOWER, 110
 CP2691'FEET IN HEIGHT.
 CP2691
 CP2691                          STATION RECOVERY (1961)
 CP2691
 CP2691'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2691'THE STATION WAS VISITED 10-4-61 AND FOUND IN GOOD CONDITION.
 CP2691'THE 1959 DESCRIPTION BY O.S.R. IS ADEQUATE.
 CP2691
 CP2691                          STATION RECOVERY (1978)
 CP2691
 CP2691'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2691'THE STATION SITE WAS VISITED 4-18-78 AND WAS FOUND TO BE STANDING AND
 CP2691'IN GOOD CONDITION.
 CP2691'
 CP2691'THE STATION IS LOCATED 10 MILES NORTHWEST OF CLINTON IN THE
 CP2691'NORTHWEST ANGLE OF THE JUNCTION OF DAVIS ROAD AND STATE HIGHWAY 22,
 CP2691'17 MILES NORTHWEST OF THE CENTER OF DOWNTOWN JACKSON, 7 MILES WEST
 CP2691'OF THE COMMUNITY OF POCAHONTAS NEAR THE CENTER OF SECTION 9, T 7N,
 CP2691'R 2W.  IT IS A GLASS ENCLOSED CABIN ATOP A FOUR LEGGED STEEL
 CP2691'STRUCTURE ABOUT 120 FEET HIGH AND THE TOP CENTER WAS THE POINT
 CP2691'OBSERVED.
 CP2691'
 CP2691'TO REACH FROM THE I-220 OVERPASS ABOUT 5 MILES NORTHWEST OF JACKSON
 CP2691'GO NORTHWEST ON U.S. HIGHWAY 49 FOR 9.6 MILES TO A SIDE ROAD LEFT.
 CP2691'TURN LEFT AND GO WEST ON WEST COUNTY LINE ROAD FOR 5.6 MILES TO A
 CP2691'FORK AND A CHURCH STRAIGHT AHEAD.  TAKE THE LEFT FORK AND GO WEST
 CP2691'ON A PAVED ROAD FOR 0.1 MILE TO THE INTERSECTION OF STATE HIGHWAY
 CP2691'22.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 22 FOR 2.2 MILES
 CP2691'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON DAVIS ROAD
 CP2691'FOR 0.1 MILE TO THE TOWER ON THE RIGHT.
 CP2691'
 CP2691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTHWEST
 CP2691'OF CLINTON.
 CP2691
 CP2691                          STATION RECOVERY (2005)
 CP2691
 CP2691'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (EW)
 CP2691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1800 ***********************************************************************
 DK1800  DESIGNATION -  BROZVILLE
 DK1800  PID         -  DK1800
 DK1800  STATE/COUNTY-  MS/HOLMES
 DK1800  USGS QUAD   -  LEXINGTON SOUTH (1982)
 DK1800
 DK1800                         *CURRENT SURVEY CONTROL
 DK1800  ___________________________________________________________________
 DK1800* NAD 83(1993)-  33 01 58.54182(N)    090 07 03.65156(W)     ADJUSTED  
 DK1800* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DK1800  ___________________________________________________________________
 DK1800  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DK1800  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DK1800  HORZ ORDER  -  FIRST
 DK1800
 DK1800.The horizontal coordinates were established by classical geodetic methods
 DK1800.and adjusted by the National Geodetic Survey in May 1994.
 DK1800
 DK1800.The orthometric height was scaled from a topographic map.
 DK1800
 DK1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1800
 DK1800.The geoid height was determined by GEOID03.
 DK1800
 DK1800;                    North         East     Units Scale Factor Converg.
 DK1800;SPC MS W     -   391,711.751   720,144.928   MT  0.99995500   +0 07 03.2
 DK1800;SPC MS W     - 1,285,140.97  2,362,675.48   sFT  0.99995500   +0 07 03.2
 DK1800;UTM  15      - 3,658,630.399   769,200.587   MT  1.00049363   +1 34 19.8
 DK1800
 DK1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1800!SPC MS W     -   0.99998557  x   0.99995500  =   0.99994057
 DK1800!UTM  15      -   0.99998557  x   1.00049363  =   1.00047919
 DK1800
 DK1800:                Primary Azimuth Mark                     Grid Az
 DK1800:SPC MS W     -  LEXINGTON MUNICIPAL TANK                 032 41 28.9
 DK1800:UTM  15      -  LEXINGTON MUNICIPAL TANK                 031 14 12.3
 DK1800
 DK1800|---------------------------------------------------------------------|
 DK1800| PID    Reference Object                     Distance      Geod. Az  |
 DK1800|                                                           dddmmss.s |
 DK1800| DK1801 LEXINGTON MUNICIPAL TANK            APPROX.10.9 KM 0324832.1 |
 DK1800| CY5336 BROZVILLE RM 1                       20.700 METERS 07439     |
 DK1800| CY5335 BROZVILLE AZ MK                                    1472557.7 |
 DK1800| CY5337 BROZVILLE RM 2                       19.619 METERS 18852     |
 DK1800|---------------------------------------------------------------------|
 DK1800
 DK1800                          SUPERSEDED SURVEY CONTROL
 DK1800
 DK1800  NAD 83(1986)-  33 01 58.55387(N)    090 07 03.64780(W) AD(       ) 1
 DK1800  NAD 27      -  33 01 58.09080(N)    090 07 03.33600(W) AD(       ) 1
 DK1800
 DK1800.Superseded values are not recommended for survey control.
 DK1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1800.See file dsdata.txt to determine how the superseded data were derived.
 DK1800
 DK1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS6920158630(NAD 83)
 DK1800_MARKER: DS = TRIANGULATION STATION DISK
 DK1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1800
 DK1800  HISTORY     - Date     Condition        Report By
 DK1800  HISTORY     - 1958     MONUMENTED       CGS
 DK1800  HISTORY     - 1972     GOOD             MSHD
 DK1800
 DK1800                          STATION DESCRIPTION
 DK1800
 DK1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1800'STATION IS LOCATED ABOUT 3-1/2 MILES WEST AND 5-1/2 MILES
 DK1800'SOUTH OF LEXINGTON, 4-1/2 MILES NORTH AND 2-3/4 MILES WEST OF
 DK1800'EBENEZER, ON PROPERTY OWNED AND OCCUPIED BY MRS. E.D POE,
 DK1800'ON THE SUMMIT OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY,
 DK1800'IN THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION 29,
 DK1800'T 14 N, R 2 E.
 DK1800'
 DK1800'STATION IS REACHED FROM THE HOLMES COUNTY COURTHOUSE IN LEXINGTON
 DK1800'BY GOING SOUTH ON STATE HIGHWAY 17 FOR 0.55 MILE TO A GRAVEL
 DK1800'SIDE ROAD RIGHT, TURN RIGHT, WEST, AND FOLLOW THE MAIN TRAVELED
 DK1800'ROAD SOUTHWESTERLY 1.35 MILES TO A DIAGONAL CROSSROAD AT JOHNSONS
 DK1800'GROCERY, CONTINUE STRAIGHT AHEAD 3.4 MILES TO CROSSROADS AT
 DK1800'THE FROST GROCERY STORE IN THE SOUTHWEST ANGLE OF THE
 DK1800'INTERSECTION IN BROZVILLE, (AZIMUTH MARK IS REACHED FROM THIS
 DK1800'POINT BY TURNING LEFT, SOUTHERLY, 0.2 MILE TO FORKS, TAKE RIGHT
 DK1800'FORK AND CONTINUE 0.2 MILE TO THE MARK ON THE RIGHT AT AN 8
 DK1800'INCH TRIANGLE BLAZED SPRUCE TREE) CONTINUE ON MAIN TRAVELED
 DK1800'ROAD 0.2 MILE TO A GATE AND DRIVEWAY ON THE RIGHT, TURN
 DK1800'RIGHT, PASS THROUGH GATE AND FOLLOW THE DRIVEWAY
 DK1800'NORTHWESTERLY 0.1 MILE TO MRS. POES HOUSE AND THE STATION
 DK1800'IMMEDIATELY BEYOND.
 DK1800'
 DK1800'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE
 DK1800'CONCRETE POSTS.
 DK1800'
 DK1800'STATION DISKS ARE STAMPED BROZVILLE 1958 AND THE SURFACE MARK IS
 DK1800'FLUSH WITH THE GROUND SURFACE.  IT IS 144 FEET NORTH-NORTHWEST OF
 DK1800'THE NORTHEAST CORNER OF THE HOUSE, 142 FEET NORTH OF THE NORTHWEST
 DK1800'CORNER OF THE HOUSE, 57 FEET NORTHWEST OF THE SOUTHWEST CORNER
 DK1800'OF A SMALL TOOL SHED AND 18 FEET EAST OF A PROPERTY LINE FENCE.
 DK1800'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 DK1800'INCHES BELOW THE GROUND SURFACE.
 DK1800'
 DK1800'REFERENCE MARK 1 IS STAMPED BROZVILLE NO 1 1958 AND IS FLUSH WITH
 DK1800'THE GROUND SURFACE.  IT IS 188 FEET NORTH-NORTHEAST OF THE
 DK1800'NORTHWEST CORNER OF THE HOUSE, 176 FEET NORTH-NORTHEAST OF THE
 DK1800'NORTHEAST CORNER OF THE HOUSE, 47 FEET NORTH-NORTHEAST OF THE
 DK1800'NORTHWEST CORNER OF THE TOOL SHED AND 2 FEET EAST OF A PROPERTY
 DK1800'LINE FENCE.
 DK1800'
 DK1800'REFERENCE MARK 2 IS STAMPED BROZVILLE NO 2 1958 AND IS FLUSH
 DK1800'WITH THE GROUND SURFACE.  IT IS 82 FEET NORTHWEST OF THE NORTHEAST
 DK1800'CORNER OF THE HOUSE, 79 FEET NORTH OF THE NORTHWEST CORNER
 DK1800'OF THE HOUSE, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DK1800'TOOL SHED AND 28 FEET EAST OF A PROPERTY LINE FENCE.
 DK1800'
 DK1800'AZIMUTH MARK IS STAMPED BROZVILLE 1958 AND PROJECTS 8 INCHES.
 DK1800'IT IS 35 FEET WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 4
 DK1800'FEET WEST OF THE 8 INCH TRIANGLE BLAZED SPRUCE TREE.  A
 DK1800'4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 DK1800'
 DK1800'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DK1800
 DK1800                          STATION RECOVERY (1972)
 DK1800
 DK1800'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1800'THE STATION WAS VISITED 11-9-72 AND THE STATION MARK, RM NO 1, RM NO
 DK1800'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DK1800'MARK IS VISIBLE FROM THE STATION.  THE DISTANCE TO RM NO 2 FAILED
 DK1800'TO CHECK BY 0.1 FOOT.
 DK1800'
 DK1800'THE STATION IS LOCATED 6.6 MILES SW OF LEXINGTON, 4.5 MILES NW OF
 DK1800'EBENEZER, 0.2 MILE WEST OF BROZVILLE ON THE HIGHEST POINT IN THE
 DK1800'VICINITY JUST NORTH OF THE RESIDENCE AND ON THE PROPERTY OF
 DK1800'MR. E. D. IN THE SW 1/4 OF SECTION 29, T 14N, R 2E.  IT IS 142
 DK1800'FEET NE OF THE NW CORNER OF THE SCREENED IN PORCH OF A TAN BRICK
 DK1800'SIDING HOUSE, 46 FEET NE OF A 10 INCH CEDAR, 55.5 FEET SOUTH OF A 40
 DK1800'INCH OAK ON THE SOUTH SIDE OF A DEEP CUT FOR AN ABANDONED ROAD, 66
 DK1800'FEET NORTH OF A 7 INCH PECAN, 58 FEET NW OF THE SW CORNER OF A SHED
 DK1800'AND 10 FEET EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 DK1800'HOUSE.
 DK1800'
 DK1800'IT IS A TRIANGULATION DISK, STAMPED BROXVILLE 1958 FLUSH.
 DK1800'
 DK1800'REFERENCE MARK NO 1 IS 67.91 FEET ENE OF THE STATION.  IT IS 13 FEET
 DK1800'SOUTH OF THE EDGE OF THE CUT FOR AN ABANDONED ROAD, 48 FEET NORTH OF
 DK1800'THE NW CORNER OF A SHED, 65 FEET EAST OF A 40 INCH OAK OF THE SOUTH
 DK1800'EDGE OF A CUT, 105.5 FEET NE OF A 10 INCH CEDAR, 114 FEET NE OF A
 DK1800'7 INCH PECAN AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS
 DK1800'A REFERENCE MARK DISK, STAMPED BROZVILLE NO 1 1958 FLUSH.
 DK1800'
 DK1800'REFERENCE MARK NO 2 IS 64.27 FEET SOUTH OF THE STATION.  IT IS 79
 DK1800'FEET NNE OF THE NW CORNER OF THE PORCH OF A TAN BRICK SIDING HOUSE,
 DK1800'52 FEET SW OF THE SW CORNER OF A SHED, 120 FEET SOUTH OF A 40 INCH
 DK1800'OAK OF THE SOUTH EDGE OF A CUT, 26 FEET SE OF A 10 INCH CEDAR, 44
 DK1800'FEET NNW OF THE POST FOR A FARM BELL, AND 3 FEET NE OF A 7 INCH
 DK1800'PECAN.  IT IS A REFERENCE MARK DISK, STAMPED BROZVILLE NO 2 1958
 DK1800'FLUSH.
 DK1800'
 DK1800'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 110.75 FEET.
 DK1800'
 DK1800'THE AZIMUTH MARK IS 0.25 MILE SE OF THE STATION.  IT IS 34 FEET NNW
 DK1800'OF THE CENTER OF A GRAVELED ROAD, 167 FEET WEST OF A TELEPHONE POLE,
 DK1800'4 FEET WSW OF A 12 INCH PINE, 60 FEET NW OF A 7 INCH CEDAR AND 1
 DK1800'FOOT NE OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 DK1800'STAMPED BROZVILLE 1958 PROJECTING 6 INCHES.
 DK1800'
 DK1800'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON GO SOUTH ON
 DK1800'STATE HIGHWAY 17 FOR 0.6 MILE TO A SIDE ROAD RIGHT JUST BEYOND A
 DK1800'CONCRETE BRIDGE.  TURN RIGHT AND GO SW ON A BLACK TOP ROAD FOR 1.45
 DK1800'MILES TO AN ANGLING CROSSROAD.  CONTINUE SW ON A BLACK TOP ROAD
 DK1800'FOR 4.9 MILES TO ANOTHER CROSSROAD WITH AN ABANDONED STORE IN THE
 DK1800'SOUTH ANGLE.  CONTINUE SW ON A BLACK TOP ROAD FOR 0.2 MILE TO A
 DK1800'DRIVEWAY ON THE RIGHT.  TURN RIGHT CROSSING A CATTLE GUARD AND GO
 DK1800'NW ON THE DRIVEWAY FOR 0.1 MILE TO A HOUSE AND THE STATION AS
 DK1800'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, TURN
 DK1800'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.35 MILE TO A FORK.  TAKE
 DK1800'THE RIGHT FORK AND GO SW ON A GRAVELED ROAD FOR 0.1 MILE TO A HOUSE
 DK1800'AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 DK1800'THE CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.35
 DK1800'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SW ON A GRAVELED ROAD FOR
 DK1800'0.15 MILE TO THE MAK ON THE RIGHT.
 DK1800'
 DK1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.6 MILES SW OF
 DK1800'LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1740 ***********************************************************************
 EG1740  DESIGNATION -  BRUCE
 EG1740  PID         -  EG1740
 EG1740  STATE/COUNTY-  MS/CALHOUN
 EG1740  USGS QUAD   -  BANNER (1972)
 EG1740
 EG1740                         *CURRENT SURVEY CONTROL
 EG1740  ___________________________________________________________________
 EG1740* NAD 83(1993)-  34 06 49.69170(N)    089 29 47.33245(W)     ADJUSTED  
 EG1740* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 EG1740  ___________________________________________________________________
 EG1740  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 EG1740  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EG1740  HORZ ORDER  -  FIRST
 EG1740
 EG1740.The horizontal coordinates were established by classical geodetic methods
 EG1740.and adjusted by the National Geodetic Survey in May 1994.
 EG1740
 EG1740.The orthometric height was scaled from a topographic map.
 EG1740
 EG1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1740
 EG1740.The geoid height was determined by GEOID03.
 EG1740
 EG1740;                    North         East     Units Scale Factor Converg.
 EG1740;SPC MS E     -   511,768.604   238,819.592   MT  0.99999612   -0 22 18.9
 EG1740;SPC MS E     - 1,679,027.49    783,527.28   sFT  0.99999612   -0 22 18.9
 EG1740;SPC MS W     -   511,886.263   777,206.315   MT  1.00002345   +0 28 09.7
 EG1740;SPC MS W     - 1,679,413.51  2,549,884.39   sFT  1.00002345   +0 28 09.7
 EG1740;UTM  16      - 3,777,588.891   269,736.028   MT  1.00025364   -1 24 02.7
 EG1740
 EG1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1740!SPC MS E     -   0.99997909  x   0.99999612  =   0.99997521
 EG1740!SPC MS W     -   0.99997909  x   1.00002345  =   1.00000254
 EG1740!UTM  16      -   0.99997909  x   1.00025364  =   1.00023272
 EG1740
 EG1740|---------------------------------------------------------------------|
 EG1740| PID    Reference Object                     Distance      Geod. Az  |
 EG1740|                                                           dddmmss.s |
 EG1740| CG3305 BRUCE RM 1                                         09622     |
 EG1740| CG3306 BRUCE RM 2                           22.083 METERS 20618     |
 EG1740| EG1778 ALLEN                               APPROX. 9.2 KM 2090811.8 |
 EG1740| CG3304 BRUCE AZ MK                                        2793400.4 |
 EG1740| EG1783 WATER VALLEY MUN STANDPIPE          APPROX.13.6 KM 2901019.9 |
 EG1740|---------------------------------------------------------------------|
 EG1740
 EG1740                          SUPERSEDED SURVEY CONTROL
 EG1740
 EG1740  NAD 83(1986)-  34 06 49.70304(N)    089 29 47.32981(W) AD(       ) 1
 EG1740  NAD 27      -  34 06 49.30463(N)    089 29 47.04076(W) AD(       ) 1
 EG1740
 EG1740.Superseded values are not recommended for survey control.
 EG1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1740.See file dsdata.txt to determine how the superseded data were derived.
 EG1740
 EG1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6973677589(NAD 83)
 EG1740_MARKER: DS = TRIANGULATION STATION DISK
 EG1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1740+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2008
 EG1740
 EG1740  HISTORY     - Date     Condition        Report By
 EG1740  HISTORY     - 1934     MONUMENTED       CGS
 EG1740  HISTORY     - 1967     GOOD             CGS
 EG1740  HISTORY     - 19710311 GOOD             USGS
 EG1740  HISTORY     - 1973     GOOD             MSHD
 EG1740  HISTORY     - 19800301 MARK NOT FOUND   USGS
 EG1740  HISTORY     - 20080220 GOOD             MSDOT
 EG1740
 EG1740                          STATION DESCRIPTION
 EG1740
 EG1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1740'ABOUT 9.5 MILES SOUTHEAST OF SPRINGDALE, 8.25 MILES EAST-SOUTHEAST OF
 EG1740'WATER VALLEY, IN
 EG1740'THE NORTHEAST QUARTER OF SEC 22, T 11 S, R 3 W, ON
 EG1740'TOP OF A WOODED KNOB BELONGING TO
 EG1740'THE BRUCE COMPANY, 13 FEET WEST OF
 EG1740'A 9-INCH TRIANGULAR-BLAZED PINE.
 EG1740'
 EG1740'TO REACH FROM THE DEPOT IN WATER VALLEY, GO EAST ON CEMETARY STREET
 EG1740'ACROSS THE
 EG1740'RAILROAD TRACKS FOR 2.15 MILES TO A FORKS, TAKE THE RIGHT
 EG1740'FORK FOR 0.8 MILE TO
 EG1740'OTUCKLOFA CREEK, CONTINUE 3.5 MILES TO FORKS,
 EG1740'TAKE LEFT FORK FOR 2.05 MILES TO A
 EG1740'FORKS, TAKE THE LEFT FORK FOR 1.7
 EG1740'MILES TO THE TOP OF GRADE AND WOODED HILL ON RIGHT.
 EG1740'A DIM WOODS-ROAD
 EG1740'LEADS TO THE RIGHT HERE FOR ABOUT 75 YARDS TO THE STATION.
 EG1740'
 EG1740'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1740'DISKS SET IN CONCRETE.
 EG1740'
 EG1740'REFERENCE MARK NO 1 IS EAST OF THE STATION ON A DOWN SLOPE.
 EG1740'
 EG1740'REFERENCE MARK NO 2 IS SOUTH OF THE STATION ON A DOWN SLOPE.
 EG1740'
 EG1740'AZIMUTH MARK IS WEST OF THE STATION, 18 FEET SOUTH OF THE CENTER OF
 EG1740'WATER
 EG1740'VALLEY-BANNER ROAD, AND ABOUT 100 FEET NORTHEAST OF A 24-INCH
 EG1740'BURNED OAK.
 EG1740'
 EG1740'A 77-FOOT TOWER IS REQUIRED TO GET ABOVE TIMBER.
 EG1740'
 EG1740'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 EG1740
 EG1740                          STATION RECOVERY (1967)
 EG1740
 EG1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1740'STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 EG1740'CONDITION.  THE
 EG1740'AZIMUTH MARK IS TILTED BUT IS STILL SOLID.
 EG1740'
 EG1740'THE PROPERTY THE STATION IS ON IS OWNED BY THE BRUCE LUMBER COMPANY
 EG1740'OF BRUCE, MISSISSIPPI.
 EG1740'
 EG1740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 315
 EG1740'JUST NORTH OF THE
 EG1740'RAILROAD DEPOT IN WATER VALLEY, GO EAST ON STATE
 EG1740'HIGHWAY 315 FOR 2.25 MILES TO A SIDE
 EG1740'ROAD RIGHT.  TURN RIGHT AND GO
 EG1740'SOUTH FOR 0.8 MILE TO A BRIDGE OVER THE OTOUCALOFA
 EG1740'CREEK CANAL.
 EG1740'CONTINUE AHEAD FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND
 EG1740'CONTINUE EASTERLY
 EG1740'FOR 2.1 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD
 EG1740'FOR 0.95 MILE TO A FORK.  TAKE THE
 EG1740'LEFT FORK AND GO 2.1 MILES TO A
 EG1740'FORK.  TAKE THE LEFT FORK AND GO 1.55 MILES TO A
 EG1740'TRIANGLE-BLAZED
 EG1740'18-INCH PINE TREE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 EG1740'FOR 0.2 MILE TO
 EG1740'A MISSISSIPPI TREE FARM SIGN ON THE LEFT AND A TRACK
 EG1740'ROAD ON THE RIGHT AT THE EAST END
 EG1740'OF A CUT BANK.  TURN RIGHT AND GO
 EG1740'SOUTHWEST ON THIS DIM WOODS ROAD FOR 0.05 MILE TO
 EG1740'THE STATION ON THE
 EG1740'RIGHT ON TOP OF A HILL.
 EG1740'
 EG1740'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1740
 EG1740                          STATION RECOVERY (1971)
 EG1740
 EG1740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 EG1740'RECOVERED IN GOOD CONDITION.
 EG1740
 EG1740                          STATION RECOVERY (1973)
 EG1740
 EG1740'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EG1740'THE STATION WAS VISITED 6-12-73 AND THE STATION MARK, RM 1, AND RM 2
 EG1740'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 EG1740'LEADING TO THE NORTH ABOUT 5 DEG AND IS NOT VISIBLE FROM THE
 EG1740'STATION.  THE 1934 DESCRIPTION LISTED THE STATION IN YALOBUSHA
 EG1740'COUNTY BUT IT IS IN CALHOUN.
 EG1740'
 EG1740'THE STATION IS LOCATED 8.3 MILES ESE OF WATER VALLEY ON TOP OF A TREE
 EG1740'COVERED HILL, 12 MILES NW OF BRUCE IN THE SW 1/4 OF THE NE 1/4 OF
 EG1740'SECTION 22, T 11S, R 3W.  IT IS 230 FEET SSE OF THE CENTER OF A
 EG1740'GRAVELED ROAD, 52 FEET NW OF THE CENTER OF A TRACK ROAD, 28 FEET
 EG1740'NORTH OF A 9 INCH OAK, 32 FEET NNW OF A 10 INCH PINE, 43 FEET
 EG1740'SOUTH OF A 12 INCH OAK, 9 FEET SOUTH OF THE SOUTH EDGE OF A ROCK
 EG1740'AND 1 FOOT ENE OF A METAL WITNESS POST.  IT IS A TRIANGULATION DISK,
 EG1740'STAMPED BRUCE 1934 PROJECTING 8 INCHES.
 EG1740'
 EG1740'REFERENCE MARK NO 1 IS 69.9 FEET (SLOPE) EAST OF THE STATION.  IT IS
 EG1740'11 FEET ESE OF THE CENTER OF A WOODS ROAD, 9 FEET NORTH OF AN 8 INCH
 EG1740'OAK, AND 1.5 FEET NE OF A METAL WITNESS POST.  IT IS A REFERENCE
 EG1740'MARK DISK, STAMPED BRUCE NO 1 1934 PROJECTING 2 INCHES.
 EG1740'
 EG1740'REFERENCE MARK NO 2 IS 72.45 FEET SOUTH OF THE STATION.  IT IS 60
 EG1740'FEET WEST OF THE CENTER OF A TRACK ROAD, 55 FEET EAST OF A 15 INCH
 EG1740'OAK AND 2 FEET WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 EG1740'DISK, STAMPED BRUCE NO 2 1934 PROJECTING 6 INCHES.
 EG1740'
 EG1740'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 115.97 FEET.
 EG1740'
 EG1740'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 19 FEET
 EG1740'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 19 FEET EAST OF A 15 INCH
 EG1740'PINE.  IT IS AN AZIMUTH MARK DISK, STAMPED BRUCE AZI 1934
 EG1740'PROJECTING 3 INCHES.
 EG1740'
 EG1740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND 32
 EG1740'ABOUT 1 MILE SOUTH OF WATER VALLEY AND ACROSS FROM THE YALOBUSHA
 EG1740'GENERAL HOSPITAL GO EAST ON STATE HIGHWAY 32 FOR 9.7 MILES TO A
 EG1740'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.7
 EG1740'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 EG1740'ROAD FOR 1.7 MILES TO THE MARK ON THE RIGHT.
 EG1740'
 EG1740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.3 MILES ESE OF
 EG1740'WATER VALLEY.
 EG1740
 EG1740                          STATION RECOVERY (1980)
 EG1740
 EG1740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (CDL)
 EG1740'MARK NOT FOUND.
 EG1740
 EG1740                          STATION RECOVERY (2008)
 EG1740
 EG1740'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1740'RECOVERED STATION, RM 1, AND RM 2. THE AZIMUTH MARK WAS FOUND LYING IN
 EG1740'ROAD DITCH WITH CONCRETE MONUMENT AND CAP IN GOOD SHAPE. COULD BE
 EG1740'RESET BUT AREA IS HEAVILY FORESTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0687 ***********************************************************************
 BW0687  DESIGNATION -  BRUINSBURG BEND BOLT
 BW0687  PID         -  BW0687
 BW0687  STATE/COUNTY-  MS/CLAIBORNE
 BW0687  USGS QUAD   -  ST JOSEPH (1986)
 BW0687
 BW0687                         *CURRENT SURVEY CONTROL
 BW0687  ___________________________________________________________________
 BW0687* NAD 83(1986)-  31 54 41.     (N)    091 11 08.     (W)     SCALED    
 BW0687* NAVD 88     -        21.32   (+/-2cm)      69.9    (feet)  VERTCON   
 BW0687  ___________________________________________________________________
 BW0687  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0687  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0687
 BW0687.The horizontal coordinates were scaled from a topographic map and have
 BW0687.an estimated accuracy of +/- 6 seconds.
 BW0687
 BW0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0687.The vertical order pertains to the NGVD 29 superseded value.
 BW0687
 BW0687.The geoid height was determined by GEOID03.
 BW0687
 BW0687;                    North         East    Units  Estimated Accuracy
 BW0687;SPC MS W     -   267,640.      619,400.      MT  (+/- 180 meters Scaled)
 BW0687
 BW0687                          SUPERSEDED SURVEY CONTROL
 BW0687
 BW0687  NGVD 29 (??/??/92)   21.337  (m)           70.00   (f) ADJ UNCH    1 2
 BW0687
 BW0687.Superseded values are not recommended for survey control.
 BW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0687.See file dsdata.txt to determine how the superseded data were derived.
 BW0687
 BW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR715320(NAD 83)
 BW0687_MARKER: B = BOLT
 BW0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0687_SP_SET: TILE
 BW0687_STAMPING: BRUINSBURG BEND
 BW0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0687
 BW0687  HISTORY     - Date     Condition        Report By
 BW0687  HISTORY     - UNK      MONUMENTED       USE
 BW0687  HISTORY     - 1938     GOOD             NGS
 BW0687
 BW0687                          STATION DESCRIPTION
 BW0687
 BW0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0687'1.75 MI NE FROM HART LANDING.
 BW0687'1-3/4 MILES NORTHEAST OF HART LANDING, CLAIBORNE COUNTY, 650 FEET FROM
 BW0687'THE DIVERGENCE OF A LOGGING ROAD TOWARD THE BLUFFS, 600 FEET FROM THE
 BW0687'TOP BANK OF MISSISSIPPI RIVER, BACK OF BRUINSBURG BEND, IN A THICK
 BW0687'WOODS, ON THE UPSTREAM SIDE OF A WIDE SLOUGH, 44.9 FEET NORTHWEST OF A
 BW0687'BLAZED 27-INCH COTTONWOOD TREE, 41 FEET BELOW THE CENTERLINE OF THE
 BW0687'ROAD, 22.6 FEET SOUTHWEST OF A BLAZED 28-INCH PECAN TREE, AND 16.4
 BW0687'FEET NORTHEAST OF A BLAZED 24-INCH PECAN TREE.  A COPPER BOLT SET IN
 BW0687'THE TOP OF A TILE 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 BW0687'AN IRON PIPE PROJECTING 8 INCHES ABOVE GROUND AND BEARING A COPRS OF
 BW0687'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0686 ***********************************************************************
 BW0686  DESIGNATION -  BRUINSBURG BEND CAP
 BW0686  PID         -  BW0686
 BW0686  STATE/COUNTY-  MS/CLAIBORNE
 BW0686  USGS QUAD   -  ST JOSEPH (1986)
 BW0686
 BW0686                         *CURRENT SURVEY CONTROL
 BW0686  ___________________________________________________________________
 BW0686* NAD 83(1986)-  31 54 41.     (N)    091 11 08.     (W)     SCALED    
 BW0686* NAVD 88     -        22.56   (+/-2cm)      74.0    (feet)  VERTCON   
 BW0686  ___________________________________________________________________
 BW0686  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0686  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0686
 BW0686.The horizontal coordinates were scaled from a topographic map and have
 BW0686.an estimated accuracy of +/- 6 seconds.
 BW0686
 BW0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0686.The vertical order pertains to the NGVD 29 superseded value.
 BW0686
 BW0686.The geoid height was determined by GEOID03.
 BW0686
 BW0686;                    North         East    Units  Estimated Accuracy
 BW0686;SPC MS W     -   267,640.      619,400.      MT  (+/- 180 meters Scaled)
 BW0686
 BW0686                          SUPERSEDED SURVEY CONTROL
 BW0686
 BW0686  NGVD 29 (??/??/92)   22.570  (m)           74.05   (f) ADJ UNCH    1 2
 BW0686
 BW0686.Superseded values are not recommended for survey control.
 BW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0686.See file dsdata.txt to determine how the superseded data were derived.
 BW0686
 BW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR715320(NAD 83)
 BW0686_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0686_STAMPING: BRUINSBURG BEND
 BW0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0686
 BW0686  HISTORY     - Date     Condition        Report By
 BW0686  HISTORY     - UNK      MONUMENTED       USE
 BW0686  HISTORY     - 1938     GOOD             NGS
 BW0686
 BW0686                          STATION DESCRIPTION
 BW0686
 BW0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW0686'1.75 MI NE FROM HART LANDING.
 BW0686'1-3/4 MILES NORTHEAST OF HART LANDING, CLAIBORNE COUNTY, 650 FEET FROM
 BW0686'THE DIVERGENCE OF A LOGGING ROAD TOWARD THE BLUFFS, 600 FEET FROM THE
 BW0686'TOP BANK OF MISSISSIPPI RIVER, BACK OF BRUINSBURG BEND, IN A THICK
 BW0686'WOODS, ON THE UPSTREAM SIDE OF A WIDE SLOUGH, 44.9 FEET NORTHWEST OF A
 BW0686'BLAZED 27-INCH COTTONWOOD TREE, 41 FEET BELOW THE CENTERLINE OF THE
 BW0686'ROAD, 22.6 FEET SOUTHWEST OF A BLAZED 28-INCH PECAN TREE, AND 16.4
 BW0686'FEET NORTHEAST OF A BLAZED 24-INCH PECAN TREE.  IRON PIPE PROJECTING 8
 BW0686'INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U. S. ARMY,
 BW0686'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2851 ***********************************************************************
 CP2851  DESIGNATION -  BRUNSWICK
 CP2851  PID         -  CP2851
 CP2851  STATE/COUNTY-  MS/WARREN
 CP2851  USGS QUAD   -  EAGLE BEND (1994)
 CP2851
 CP2851                         *CURRENT SURVEY CONTROL
 CP2851  ___________________________________________________________________
 CP2851* NAD 83(1993)-  32 33 28.88565(N)    091 04 11.88652(W)     ADJUSTED  
 CP2851* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 CP2851  ___________________________________________________________________
 CP2851  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CP2851  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2851  HORZ ORDER  -  SECOND
 CP2851
 CP2851.The horizontal coordinates were established by classical geodetic methods
 CP2851.and adjusted by the National Geodetic Survey in May 1994.
 CP2851
 CP2851.The orthometric height was scaled from a topographic map.
 CP2851
 CP2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2851
 CP2851.The geoid height was determined by GEOID03.
 CP2851
 CP2851;                    North         East     Units Scale Factor Converg.
 CP2851;SPC MS W     -   339,265.747   630,820.551   MT  1.00000899   -0 23 47.2
 CP2851;SPC MS W     - 1,113,074.37  2,069,617.09   sFT  1.00000899   -0 23 47.2
 CP2851;SPC LA N     -   229,074.912 1,134,296.389   MT  0.99997703   +0 45 21.8
 CP2851;SPC LA N     -   751,556.61  3,721,437.40   sFT  0.99997703   +0 45 21.8
 CP2851;UTM  15      - 3,603,933.954   681,203.584   MT  1.00000490   +1 02 20.2
 CP2851
 CP2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2851!SPC MS W     -   0.99999835  x   1.00000899  =   1.00000734
 CP2851!SPC LA N     -   0.99999835  x   0.99997703  =   0.99997538
 CP2851!UTM  15      -   0.99999835  x   1.00000490  =   1.00000325
 CP2851
 CP2851|---------------------------------------------------------------------|
 CP2851| PID    Reference Object                     Distance      Geod. Az  |
 CP2851|                                                           dddmmss.s |
 CP2851| CY3905 BRUNSWICK RM 1                       30.684 METERS 04403     |
 CP2851| CY3904 BRUNSWICK AZ MK                                    0694615.3 |
 CP2851| CY3906 BRUNSWICK RM 2                       28.185 METERS 16344     |
 CP2851|---------------------------------------------------------------------|
 CP2851
 CP2851                          SUPERSEDED SURVEY CONTROL
 CP2851
 CP2851  NAD 83(1986)-  32 33 28.89793(N)    091 04 11.88133(W) AD(       ) 2
 CP2851  NAD 27      -  32 33 28.40180(N)    091 04 11.49420(W) AD(       ) 2
 CP2851
 CP2851.Superseded values are not recommended for survey control.
 CP2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2851.See file dsdata.txt to determine how the superseded data were derived.
 CP2851
 CP2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8120403934(NAD 83)
 CP2851_MARKER: DS = TRIANGULATION STATION DISK
 CP2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2851
 CP2851  HISTORY     - Date     Condition        Report By
 CP2851  HISTORY     - 1958     MONUMENTED       CGS
 CP2851  HISTORY     - 1967     GOOD             MSHD
 CP2851
 CP2851                          STATION DESCRIPTION
 CP2851
 CP2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2851'STATION IS LOCATED ABOUT 12-3/4 MILES WEST AND 2 MILES SOUTH
 CP2851'OF HARDEE, 2-1/4 MILES NORTHWEST OF THE NORTHEAST CORNER OF
 CP2851'EAGLE LAKE, 2-1/4 MILES NORTHEAST OF THE TERRAPIN LIGHTHOUSE
 CP2851'ON THE MISSISSIPPI RIVER, 1/2 MILE SOUTHEAST OF THE CENTER
 CP2851'OF TERRAPIN NECK CUT-OFF OF THE MISSISSIPPI RIVER, 0.3 MILE
 CP2851'WEST OF THE BRUNSWICK STORE, 1/4 MILE EAST OF THE RANCH
 CP2851'HOME OF MR. F.G. PARKER, AND AT A RIGHT ANGLE CURVE IN THE
 CP2851'LEVEE FROM SOUTHWEST TO SOUTHEAST AND WHERE A BRANCH LEVEE
 CP2851'JUNCTIONS FROM THE NORTH.
 CP2851'
 CP2851'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 465 AND U.S.
 CP2851'HIGHWAY 61, AT THE NORTH EDGE OF VICKSBURG, GO NORTHWESTERLY
 CP2851'ON HIGHWAY 465, GRAVELED, FOR 5.7 MILES TO THE FERRY CROSSING
 CP2851'AT THE YAZOO RIVER.  CROSS RIVER AND CONTINUE WESTERLY AND
 CP2851'NORTHERLY FOR 5.75 MILES, PAVED, TO A SIDE ROAD LEFT AT
 CP2851'SIGN MORRESSEYS BOAT CAMP.  CONTINUE NORTH AND NORTHWESTERLY
 CP2851'FOR 7.2 MILES TO THE BRUNSWICK STORE ON THE LEFT AND A FORK
 CP2851'IMMEDIATELY AFTER CROSSING CATTLEGUARD.  TAKE RIGHT FORK AND
 CP2851'CONTINUE NORTH ON HIGHWAY 465 FOR 0.1 MILE TO THE TOP OF
 CP2851'THE LEVEE AND THE AZIMUTH MARK ABOUT 100 YARDS ON THE RIGHT.
 CP2851'TURN SHARP LEFT AND FOLLOW TRACK ROAD SOUTHWEST ALONG TOP
 CP2851'OF LEVEE FOR 0.35 MILE TO A BRANCH LEVEE ON THE RIGHT AT
 CP2851'A POINT WHERE THE MAIN LEVEE TURNS TO THE LEFT AND THE
 CP2851'STATION ON THE LEFT.
 CP2851'
 CP2851'STATION MARKS ARE STANDARD DISKS, STAMPED BRUNSWICK 1958.
 CP2851'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2851'34 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE
 CP2851'TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH IS FLUSH WITH
 CP2851'THE GROUND SURFACE, 115 FEET NORTH-NORTHEAST OF A POWERLINE
 CP2851'POLE, 105 FEET SOUTH OF THE BRANCH LEVEE INTERSECTION, 52
 CP2851'FEET SOUTH-SOUTHEAST OF THE CENTER OF A CATTLEGUARD, 43 FEET
 CP2851'SOUTHEAST OF THE APPROXIMATE CENTER OF THE CURVE IN THE
 CP2851'TOP OF THE LEVEE, 35 FEET NORTHEAST OF THE CENTER OF THE
 CP2851'LEVEE AS IT RUNS NORTHWEST-SOUTHEAST AND 18 FEET SOUTHWEST
 CP2851'OF A NORTHEAST-SOUTHWEST LEVEE RIGHT-OF-WAY FENCE.
 CP2851'
 CP2851'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUNSWICK NO
 CP2851'1 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2851'POST FLUSH WITH THE GROUND SURFACE, 212 FEET NORTH-NORTHEAST
 CP2851'OF THE POWERLINE POLE, 111 FEET NORTHEAST OF LEVEE CURVE,
 CP2851'86 FEET NORTHEAST OF THE CATTLEGUARD, 34 FEET SOUTHEAST
 CP2851'OF THE BRANCH LEVEE INTERSECTION AND 24 FEET SOUTHEAST OF
 CP2851'THE CENTER OF THE LEVEE AS IT RUNS NORTHEAST-SOUTHWEST.
 CP2851'
 CP2851'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUNSWICK NO
 CP2851'2 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2851'POST PROJECTING 4 INCHES, 182 FEET SOUTH-SOUTHEAST OF THE
 CP2851'BRANCH LEVEE INTERSECTION, 145 FEET SOUTHEAST OF THE CATTLEGUARD,
 CP2851'131 FEET SOUTHEAST OF THE LEVEE CURVE, 78 FEET NORTHEAST OF
 CP2851'THE POWERLINE POLE, 54 FEET SOUTHWEST OF THE LEVEE RIGHT-OF-WAY
 CP2851'FENCE AND 52 FEET NORTHEAST OF THE CENTER OF THE LEVEE AS
 CP2851'IT RUNS NORTHWEST-SOUTHEAST.  A 4 IN X 4 IN WHITE WITNESS
 CP2851'POST WAS SET 2 FEET SOUTH OF THE MARK.
 CP2851'
 CP2851'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUNSWICK 1958.
 CP2851'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2851'PROJECTING 5 INCHES, 605 FEET NORTHEAST OF THE CENTER OF
 CP2851'A CATTLEGUARD, 263 FEET EAST OF HIGHWAY 465 AND LEVEE TRACK
 CP2851'ROAD INTERSECTION, 17 FEET NORTHWEST OF THE CENTER OF A
 CP2851'TRACK ROAD, 2 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST LEVEE
 CP2851'RIGHT-OF-WAY FENCE AND 2 FEET NORTHWEST OF A POWERLINE POLE.
 CP2851'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT NORTHEAST OF
 CP2851'THE MARK.
 CP2851'
 CP2851'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2851
 CP2851                          STATION RECOVERY (1967)
 CP2851
 CP2851'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2851'THE STATION WAS VISITED 3-23-67 AND ALL MARKS WERE FOUND
 CP2851'IN GOOD CONDITION.
 CP2851'
 CP2851'THE STATION IS LOCATED APPROXIMATELY 18.0 MILES NORTHWEST
 CP2851'OF VICKSBURG ON THE SLOPING PART OF A LEVEE WHERE IT TURNS
 CP2851'SOUTHEAST, 16.3 MILES NORTHWEST OF REDWOOD, 6.1 MILES WEST
 CP2851'OF THE ISSAQUENA-WARREN COUNTY LINE, 0.3 MILE WEST OF THE
 CP2851'BRUNSWICK STORE AND 0.25 MILE EAST OF THE RANCH HOME OF
 CP2851'MR. F.G. PARKER.
 CP2851'
 CP2851'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO SOUTHWEST
 CP2851'ON MISSISSIPPI HIGHWAY 3 FOR 0.25 MILE TO THE INTERSECTION
 CP2851'OF U.S. HIGHWAY 61.  TURN RIGHT (NORTHWEST) AND CONTINUE
 CP2851'ON U.S. HIGHWAY 61 FOR 1.15 MILES TO THE NORTH END OF THE
 CP2851'YAZOO RIVER BRIDGE.  CONTINUE NORTHWEST ON U.S. HIGHWAY
 CP2851'61 FOR 0.4 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 CP2851'465 ON THE LEFT.  TURN LEFT (SOUTHWEST) AND CONTINUE ON
 CP2851'MISSISSIPPI HIGHWAY 465 FOR 6.35 MILES TO A CONCRETE BRIDGE.
 CP2851'CONTINUE NORTHWEST ON MISSISSIPPI HIGHWAY 465 FOR 7.35 MILES
 CP2851'TO A SIDE ROAD LEFT AT A MORRESSYS LODGE SIGN.  CONTINUE
 CP2851'NORTHWEST ON MISSISSIPPI HIGHWAY 465 FOR 7.6 MILES TO A
 CP2851'CATTLE GUARD AND A FORK JUST BEFORE REACHING A LEVEE AND
 CP2851'JUST PAST BRUNSWICK STORE.  (TAKE THE RIGHT FORK AND
 CP2851'CONTINUE NORTHEAST ON A RAMP FOR 0.1 MILE TO THE
 CP2851'INTERSECTION OF THE LEVEE.  TURN RIGHT (NORTHEAST) AND
 CP2851'CONTINUE ON THE LEVEE FOR 0.05 MILE TO THE AZIMUTH ON
 CP2851'THE RIGHT).  TURN LEFT (WEST) AND CONTINUE ON A RAMP FOR
 CP2851'0.25 MILE TO THE TOP OF THE LEVEE AND A CATTLE GUARD AND
 CP2851'THE STATION ON THE LEFT.
 CP2851'
 CP2851'(NOTE) THE AZIMUTH IS VISIBLE FROM THE STATION.
 CP2851'
 CP2851'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF AN 11 INCH
 CP2851'SQUARE CONCRETE POST.
 CP2851'
 CP2851'THE STATION DISK IS STAMPED BRUNSWICK 1958 AND IS FLUSH WITH
 CP2851'THE GROUND SURFACE.
 CP2851'
 CP2851'IT IS 114 FEET NORTHEAST OF A POWER POLE, 105 FEET SOUTH
 CP2851'OF THE CENTER OF THE INTERSECTION OF THE SPURR AND MAIN
 CP2851'LEVEES, 66.5 FEET SOUTHEAST OF LEVEE STATION NO. 8560, 50.5
 CP2851'FEET SOUTHEAST OF THE CENTER OF THE LEVEE, 47 FEET EAST
 CP2851'OF A KEEP OFF LEVEE SIGN, 46 FEET SOUTHEAST OF THE SOUTHWEST
 CP2851'CORNER OF A CATTLE GUARD, 3.3 FEET EAST OF THE CENTER OF
 CP2851'THE LEVEE AND 18 FEET WEST OF A FENCE.
 CP2851'
 CP2851'R.M. 1 IS STAMPED BRUNSWICK NO. 1 (1958) AND IS FLUSH WITH
 CP2851'THE GROUND.
 CP2851'
 CP2851'IT IS 212 FEET NORTH NORTHEAST OF A POWER POLE, 102 FEET
 CP2851'EAST NORTHEAST OF LEVEE STATION NO. 8560, 82.5 FEET EAST
 CP2851'NORTHEAST OF THE NORTHEAST CORNER OF THE CATTLE GUARD, 22
 CP2851'FEET SOUTHEAST OF THE INTERSECTION OF THE SPURR AND MAIN
 CP2851'LEVEES, 20 FEET SOUTHEAST OF THE CENTER OF THE LEVEE, 19
 CP2851'FEET NORTH OF THE CENTER OF THE EXIT RAMP, AND 1 FOOT NORTHWEST
 CP2851'OF A METAL WITNESS POST.
 CP2851'
 CP2851'R.M. 2 IS STAMPED BRUNSWICK NO. 2 AND PROJECTS 4 INCHES.
 CP2851'
 CP2851'IT IS 182 FEET SOUTH SOUTHEAST OF THE CENTER OF THE SPURR
 CP2851'AND MAIN LEVEES, 145 FEET SOUTHEAST OF THE CATTLE GUARD, 141
 CP2851'FEET NORTHWEST OF A T FENCE CORNER, 122.8 FEET NORTHWEST
 CP2851'OF A TELEPHONE POLE WITH A GUY WIRE, 78 FEET EAST OF A POWER
 CP2851'POLE, 54.5 FEET WEST OF A FENCE, 54 FEET EAST OF THE CENTER
 CP2851'OF THE LEVEE, 16 FEET SOUTH OF A POWER LINE AND 1.5 FEET
 CP2851'NORTH OF A WHITE WOODEN WITNESS POST.
 CP2851'
 CP2851'THE AZIMUTH MARK IS STAMPED BRUNSWICK (1958) AND PROJECTS
 CP2851'5 INCHES.
 CP2851'
 CP2851'IT IS 605 FEET NORTHEAST OF THE CENTER OF THE CATTLE GUARD,
 CP2851'228 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 465 (TOP OF LEVEE),
 CP2851'177 FEET SOUTHWEST OF A POWER POLE, 166.5 FEET NORTHEAST
 CP2851'OF A POWER POLE, 127 FEET SOUTHEAST OF THE CENTER OF A TRACK
 CP2851'ROAD, 35 FEET NORTHWEST OF A T FENCE CORNER, 17.5 FEET NORTHWEST
 CP2851'OF THE CENTER OF A LANE BETWEEN TWO FENCES, 1.5 FEET NORTHWEST
 CP2851'OF A RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 CP2851'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2625 ***********************************************************************
 BH2625  DESIGNATION -  BRUSH
 BH2625  PID         -  BH2625
 BH2625  STATE/COUNTY-  MS/HARRISON
 BH2625  USGS QUAD   -  CAT ISLAND (1994)
 BH2625
 BH2625                         *CURRENT SURVEY CONTROL
 BH2625  ___________________________________________________________________
 BH2625* NAD 83(1993)-  30 13 22.44756(N)    089 04 27.71641(W)     ADJUSTED  
 BH2625* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2625  ___________________________________________________________________
 BH2625  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BH2625  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BH2625  HORZ ORDER  -  SECOND
 BH2625
 BH2625.The horizontal coordinates were established by classical geodetic methods
 BH2625.and adjusted by the National Geodetic Survey in May 1994.
 BH2625
 BH2625.The orthometric height was scaled from a topographic map.
 BH2625
 BH2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2625
 BH2625.The geoid height was determined by GEOID03.
 BH2625
 BH2625;                    North         East     Units Scale Factor Converg.
 BH2625;SPC MS E     -    80,154.344   276,796.962   MT  0.99995664   -0 07 16.8
 BH2625;SPC MS E     -   262,973.04    908,124.70   sFT  0.99995664   -0 07 16.8
 BH2625;SPC LA S     -   193,117.665 1,217,442.034   MT  0.99993322   +1 07 46.2
 BH2625;SPC LA S     -   633,586.87  3,994,224.41   sFT  0.99993322   +1 07 46.2
 BH2625;UTM  16      - 3,345,304.768   300,359.187   MT  1.00009174   -1 02 40.2
 BH2625
 BH2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2625!SPC MS E     -   1.00000401  x   0.99995664  =   0.99996065
 BH2625!SPC LA S     -   1.00000401  x   0.99993322  =   0.99993722
 BH2625!UTM  16      -   1.00000401  x   1.00009174  =   1.00009575
 BH2625
 BH2625:                Primary Azimuth Mark                     Grid Az
 BH2625:SPC MS E     -  PASS CHRISTIAN EAST BASE                 310 42 36.4
 BH2625:SPC LA S     -  PASS CHRISTIAN EAST BASE                 309 27 33.4
 BH2625:UTM  16      -  PASS CHRISTIAN EAST BASE                 311 37 59.8
 BH2625
 BH2625|---------------------------------------------------------------------|
 BH2625| PID    Reference Object                     Distance      Geod. Az  |
 BH2625|                                                           dddmmss.s |
 BH2625| BH0906 PASS CHRISTIAN EAST BASE            APPROX.18.1 KM 3103519.6 |
 BH2625|---------------------------------------------------------------------|
 BH2625
 BH2625                          SUPERSEDED SURVEY CONTROL
 BH2625
 BH2625  NAD 83(1986)-  30 13 22.46163(N)    089 04 27.70687(W) AD(       ) 2
 BH2625  NAD 27      -  30 13 21.74100(N)    089 04 27.58000(W) AD(       ) 2
 BH2625
 BH2625.Superseded values are not recommended for survey control.
 BH2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2625.See file dsdata.txt to determine how the superseded data were derived.
 BH2625
 BH2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0035945305(NAD 83)
 BH2625_MARKER: DS = TRIANGULATION STATION DISK
 BH2625_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2625_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2625
 BH2625  HISTORY     - Date     Condition        Report By
 BH2625  HISTORY     - 1921     MONUMENTED       CGS
 BH2625  HISTORY     - 1934     GOOD             CGS
 BH2625  HISTORY     - 1943     MARK NOT FOUND   CGS
 BH2625  HISTORY     - 1943     GOOD             USN
 BH2625  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH2625  HISTORY     - 1968     MARK NOT FOUND   CGS
 BH2625
 BH2625                          STATION DESCRIPTION
 BH2625
 BH2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (FBS)
 BH2625'STATION IS LOCATED AT THE TOP OF THE HIGHEST OF THE GROUP OF SAND
 BH2625'DUNES AT THE MIDDLE OF
 BH2625'THE E SHORE OF CAT ISLAND.  THE DUNES ARE PARTLY
 BH2625'COVERED BY A GROWTH OF SCRUB OAK
 BH2625'BRUSH WHICH DISTINGUISHES THEM
 BH2625'FROM THE BARE GREAT SAND HILL ON THE NE SHORE OF
 BH2625'THE ISLAND.
 BH2625'
 BH2625'SURFACE AND
 BH2625'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS IN
 BH2625'A TILE.
 BH2625'REFERENCE MARKS NOS. 1 AND 2 ARE
 BH2625'STANDARD BRONZE DISKS SET IN CONCRETE IN THE
 BH2625'TOP OF A TILE.
 BH2625'WITNESS MARK NO. 1 IS A 6-INCH TRIANGULAR
 BH2625'BLAZE IN A
 BH2625'9-INCH PINE TREE.  WITNESS MARK NO. 2 IS A 4-INCH TRIANGULAR
 BH2625'BLAZE IN THE FORK OF A 5-INCH
 BH2625'SCRUB OAK.  WITNESS MARK
 BH2625'NO 3 IS A 1 1/2-INCH GALVANIZED PIPE 10 FEET
 BH2625'LONG DRIVEN IN AT
 BH2625'THE SEAWARD BASE OF THE DUNE.  THE DISTANCE TO IT WAS MEASURED
 BH2625'WITH PLUMED
 BH2625'TAPE.  IT PROJECTS ABOUT 1-1/2 FEET ABOVE THE
 BH2625'SURFACE.
 BH2625'
 BH2625'THE REFERENCE MARKS ARE LOCATED IN THE LOW LAND INSHORE.  THE
 BH2625'STAKES TO WHICH
 BH2625'THE TILES AND MARKS ARE CEMENTED ARE 9 FOOT 4- BY
 BH2625'4-INCH CEDAR POSTS.  THE REFERENCE
 BH2625'MARKS ARE SIMILAR EXCEPT THAT
 BH2625'THE GALVANIZED REINFORCING WIRES WERE ALLOWED TO
 BH2625'PROJECT ABOVE THE
 BH2625'TOP OF THE CEMENT IN MARK NO. 2.
 BH2625'
 BH2625'HEIGHT OF SIGNAL ABOVE STATION MARK
 BH2625'- 10.5 METERS.
 BH2625
 BH2625                          STATION RECOVERY (1934)
 BH2625
 BH2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2625'STATION IS LOCATED ON TOP OF THE HIGHEST GROUP OF SAND DUNES AT
 BH2625'THE MIDDLE OF THE
 BH2625'E SHORE OF CAT ISLAND.  THE DUNES ARE PARTLY
 BH2625'COVERED BY A GROWTH OF SCRUB OAK
 BH2625'TREES AND BRUSH WHICH DISTINGUISHES
 BH2625'THEM FROM THE BARE GREAT SAND HILL ON THE NE SHORE
 BH2625'OF THE ISLAND.
 BH2625'
 BH2625'THE REFERENCE
 BH2625'MARKS ARE LOCATED IN THE LOWLAND INSHORE.
 BH2625'
 BH2625'WITNESS MARK NO. 1 IS A 6-INCH TRIANGULAR BLAZE IN
 BH2625'A 10-INCH
 BH2625'PINE TREE.  WITNESS MARK NO. 2 IS A 4-INCH TRIANGULAR BLAZE IN THE
 BH2625'FORK OF A 5-INCH
 BH2625'SCRUB OAK.  WITNESS MARK NO. 3 IS A 1-1/2 INCH GALVANIZED
 BH2625'PIPE 10 FEET LONG DRIVEN IN AT THE
 BH2625'BASE OF THE DUNE.  IT
 BH2625'NOW PROJECTS ABOUT 4-1/2 FEET ABOVE THE SURFACE.
 BH2625'STATION MARK WAS
 BH2625'COVERED BY 18 INCHES OF SAND.  REFERENCE MARK NO. 1 WAS LEVEL WITH
 BH2625'THE SURFACE.
 BH2625'REFERENCE MARK NO. 2 WAS COVERED WITH 5 FEET OF SAND.
 BH2625'PINE POLES WITH 1 BY 4 CROSSED
 BH2625'ARMS WERE ERECTED BY EACH REFERENCE
 BH2625'MARK.
 BH2625'
 BH2625'A 53-FOOT TOWER WAS BUILT OVER THE STATION.
 BH2625
 BH2625                          STATION RECOVERY (1943)
 BH2625
 BH2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCW)
 BH2625'THE STATION WAS SEARCHED FOR, FOR 1/2 DAY BUT
 BH2625'COULD NOT BE
 BH2625'FOUND.  A MORE THOROUGH SEARCH BY A PARTY BETTER EQUIPED
 BH2625'AND MANNED THAN THIS ONE MAY
 BH2625'HAVE BETTER SUCCESS.  THE DUNE ON
 BH2625'WHICH THE STATION WAS ESTABLISHED WAS FOUND
 BH2625'WITHOUT QUESTION AS REMAINS
 BH2625'OF THE 53-FOOT TOWER, PROBABLY BUILT IN 1934, WERE STILL ON
 BH2625'THE
 BH2625'PROBABLE SITE, THE TOWER HAVING FALLEN ON THE INSHORE SLOPE OF
 BH2625'THE DUNE.  EVIDENCE OF
 BH2625'SOME PARTY SEARCHING FOR THE STATION WAS
 BH2625'INDICATED BY A HOLE ABOUT 10 FEET IN
 BH2625'DIAMETER AND 4 FEET DEEP ON
 BH2625'THE TOP OF THE DUNE.  THIS PARTY DUG AND PROBED AN
 BH2625'ADDITIONAL 3
 BH2625'FEET IN THIS AREA WITHOUT SUCCESS.
 BH2625'
 BH2625'THERE IS EVIDENCE OF SHIFTING SAND DUNES IN THE PROBABLE VICINITY
 BH2625'OF THE REFERENCE
 BH2625'MARKS AND THEY MAY BE COVERED BY CONSIDERABLE
 BH2625'VOLUME OF SAND.  NO TRACE OF THE
 BH2625'REFERENCE MARKS OR THE PINE
 BH2625'POLES WITH CROSS ARMS WAS FOUND.
 BH2625'
 BH2625'THE PINE TREE ON WHICH WITNESS MARK 1 WAS PLACED IS PROBABLY
 BH2625'GONE.
 BH2625'
 BH2625'NO TRACE OF WITNESS MARK 2 COULD BE FOUND ALTHOUGH ALL OF THE
 BH2625'LIKELY-LOOKING
 BH2625'SCRUB OAK TREES IN THE VICINITY WERE THOROUGHLY EXAMINED.
 BH2625'
 BH2625'THE 1-1/2 INCH GALVANIZED IRON PIPE COMPRISING WITNESS MARK 3 IS
 BH2625'DEFINITELY GONE.
 BH2625
 BH2625                          STATION RECOVERY (1943)
 BH2625
 BH2625'RECOVERY NOTE BY US NAVY 1943 (WFW)
 BH2625'RECOVERED BY NAVAL CONSTRUCTION BATTALION.
 BH2625'
 BH2625'STATION IS LOCATED
 BH2625'AT THE TOP OF THE
 BH2625'HIGHEST OF THE GROUP OF SAND DUNES AT THE
 BH2625'MIDDLE OF THE EAST SHORE OF CAT
 BH2625'ISLAND.  THE ABOVE GROUP OF DUNES,
 BH2625'CONSISTING OF THREE, RUNS PARALLEL WITH THE SHORE
 BH2625'LINE AND IS
 BH2625'APPROXIMATELY 150 FEET FROM THE HIGHWATER MARK.  (1943) ABOVE
 BH2625'STATION IS LOCATED
 BH2625'ON THE MIDDLE DUNE OF SAID GROUP.  THE DUNES ARE PARTLY
 BH2625'COVERED BY A GROWTH OF SCRUB
 BH2625'OAK BRUSH WHICH DISTINGUISHES THEM
 BH2625'FROM THE BARE GREAT SAND HILL ON THE NE SHORE
 BH2625'OF THE ISLAND.
 BH2625'
 BH2625'THE STATION IS IN GOOD CONDITION AND IS COVERED WITH ABOUT 4
 BH2625'FEET OF SAND.  AN
 BH2625'IRON PIPE 3 INCHES IN DIAMETER AND APPROXIMATELY
 BH2625'8 FEET LONG WAS PLACED ON THE
 BH2625'SEAWARD SIDE OF THE MONUMENT SO THAT
 BH2625'IT PROJECTS OUT OF THE SAND ABOUT 4 FEET.
 BH2625'APPROXIMATE ELEVATION
 BH2625'OF STATION IS 32 FEET ABOVE SEA LEVEL.
 BH2625'
 BH2625'THE REFERENCE MARKS WERE NOT RECOVERED BUT AN EXTENSIVE SEARCH
 BH2625'WAS NOT MADE FOR
 BH2625'THEM.  WITNESS MARK NO. 1 HAS BEEN DESTROYED.
 BH2625'WITNESS MARK NO. 2 IS AS DESCRIBED
 BH2625'EXCEPT THAT THE LIMB FORMING
 BH2625'ONE SIDE OF THE FORK IN THE SCRUB OAK IS BROKEN OFF.
 BH2625'WITNESS MARK
 BH2625'NO. 3 WAS NOT FOUND.  A NEW TIE WAS OBTAINED TO THE FLAGPOLE IN THE
 BH2625'CENTER OF THE
 BH2625'NAVYS BIVOUAC AREA NW OF THE STATION.  THE ABOVE
 BH2625'FLAGPOLE, WHICH IS A HEAVY WOOD
 BH2625'STAFF, IS OF A PERMANENT NATURE
 BH2625'HAVING BEEN SET WELL INTO THE SAND BY MEANS OF A
 BH2625'CHARGE OF
 BH2625'DYNAMITE.
 BH2625'
 BH2625'TRUE BEARING- BRUSH TO FLAGPOLE N 65 DEG 02 MIN W (APPROX.)
 BH2625
 BH2625                          STATION RECOVERY (1951)
 BH2625
 BH2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2625'STATION AND REFERENCE MARKS BELEIVED LOST.  REFERENCE MEASUREMENTS
 BH2625'AND LOCAL INFORMATION VERIFIES THE
 BH2625'MOVEMENT OF THE DUNE ATOP WHICH THE STATION WAS
 BH2625'LOCATED.  THE 1947 HURRICANE
 BH2625'AND SUBSEQUENT WIND ACTION HAS PUSHED
 BH2625'THE LINE OF DUNES APPROXIMATELY 150 TO 200 FEET
 BH2625'INSHORE FROM THE
 BH2625'ORIGINAL LOCATION.
 BH2625
 BH2625                          STATION RECOVERY (1968)
 BH2625
 BH2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WRC)
 BH2625'THE STATION IS GONE AS IS THE DUNE IT WAS LOCATED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2619 ***********************************************************************
 BH2619  DESIGNATION -  BRUSH 2
 BH2619  PID         -  BH2619
 BH2619  STATE/COUNTY-  MS/HARRISON
 BH2619  USGS QUAD   -  CAT ISLAND (1994)
 BH2619
 BH2619                         *CURRENT SURVEY CONTROL
 BH2619  ___________________________________________________________________
 BH2619* NAD 83(1993)-  30 13 21.91273(N)    089 04 31.57996(W)     ADJUSTED  
 BH2619* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 BH2619  ___________________________________________________________________
 BH2619  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BH2619  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BH2619  HORZ ORDER  -  THIRD
 BH2619
 BH2619.The horizontal coordinates were established by classical geodetic methods
 BH2619.and adjusted by the National Geodetic Survey in May 1994.
 BH2619
 BH2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2619
 BH2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2619
 BH2619.The geoid height was determined by GEOID03.
 BH2619
 BH2619;                    North         East     Units Scale Factor Converg.
 BH2619;SPC MS E     -    80,138.094   276,693.614   MT  0.99995670   -0 07 18.7
 BH2619;SPC MS E     -   262,919.73    907,785.63   sFT  0.99995670   -0 07 18.7
 BH2619;SPC LA S     -   193,099.164 1,217,339.067   MT  0.99993321   +1 07 44.3
 BH2619;SPC LA S     -   633,526.17  3,993,886.59   sFT  0.99993321   +1 07 44.3
 BH2619;UTM  16      - 3,345,290.184   300,255.576   MT  1.00009225   -1 02 42.2
 BH2619
 BH2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2619!SPC MS E     -   1.00000349  x   0.99995670  =   0.99996019
 BH2619!SPC LA S     -   1.00000349  x   0.99993321  =   0.99993670
 BH2619!UTM  16      -   1.00000349  x   1.00009225  =   1.00009574
 BH2619
 BH2619:                Primary Azimuth Mark                     Grid Az
 BH2619:SPC MS E     -  TOOT                                     011 54 48.8
 BH2619:SPC LA S     -  TOOT                                     010 39 45.8
 BH2619:UTM  16      -  TOOT                                     012 50 12.3
 BH2619
 BH2619|---------------------------------------------------------------------|
 BH2619| PID    Reference Object                     Distance      Geod. Az  |
 BH2619|                                                           dddmmss.s |
 BH2619| BH2620 TOOT                                APPROX. 2.2 KM 0114730.1 |
 BH2619| BH2349 GULFPORT CHAN ENTR DIRECT LT        APPROX. 8.9 KM 0815219.4 |
 BH2619| BH2350 SHIP ISLAND LIGHT                   APPROX.10.6 KM 0955940.8 |
 BH2619| BH2357 SHIP ISLAND WEST POINT DBCN         APPROX. 9.0 KM 0981844.3 |
 BH2619| BH2351 GULFPORT CHAN OUT RNG REAR LT       APPROX.11.0 KM 0982447.1 |
 BH2619| DD7620 BRUSH 2 RM 1                          9.509 METERS 20531     |
 BH2619| DD7621 BRUSH 2 RM 2                          8.720 METERS 29746     |
 BH2619|---------------------------------------------------------------------|
 BH2619
 BH2619                          SUPERSEDED SURVEY CONTROL
 BH2619
 BH2619  NAD 83(1986)-  30 13 21.92770(N)    089 04 31.56994(W) AD(       ) 3
 BH2619  NAD 27      -  30 13 21.20441(N)    089 04 31.43931(W) AD(       ) 3
 BH2619  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG    3  
 BH2619
 BH2619.Superseded values are not recommended for survey control.
 BH2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2619.See file dsdata.txt to determine how the superseded data were derived.
 BH2619
 BH2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0025645290(NAD 83)
 BH2619_MARKER: DS = TRIANGULATION STATION DISK
 BH2619_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2619_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2619
 BH2619  HISTORY     - Date     Condition        Report By
 BH2619  HISTORY     - 1966     MONUMENTED       CGS
 BH2619  HISTORY     - 1968     GOOD             CGS
 BH2619  HISTORY     - 1969     GOOD             CGS
 BH2619  HISTORY     - 1970     GOOD             NGS
 BH2619  HISTORY     - 1973     GOOD             MSU
 BH2619
 BH2619                          STATION DESCRIPTION
 BH2619
 BH2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2619'THE STATION IS LOCATED ABOUT MIDWAY OF THE NORTH-SOUTH SHORE OF CAT
 BH2619'ISLAND, ON THE HIGHEST POINT OF A GROUP OF SAND DUNES ABOUT 10
 BH2619'MILES SOUTH OF GULFPORT AND ON LAND OWNED BY MR. N.V. BODDIE.
 BH2619'
 BH2619'STATION MARK, A STANDARD DISK STAMPED BRUSH 2 1966, IS CRIMPED TO THE
 BH2619'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 BH2619'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.8 FEET.  IT IS
 BH2619'ABOUT 300 FEET WEST OF THE HIGH TIDE MARK, 45 FEET EAST NORTHEAST
 BH2619'OF A 10 INCH PINE TREE AND 3.7 FEET WEST OF A METAL WITNESS POST.
 BH2619'
 BH2619'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRUSH 2 NO 1 1966, IS
 BH2619'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2619'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2
 BH2619'FEET.  IT IS 32.7 FEET SOUTH OF THE METAL WITNESS POST AND 29 FEET
 BH2619'EAST OF THE 10 INCH PINE TREE.
 BH2619'
 BH2619'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRUSH 2 NO 2 1966, IS
 BH2619'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2619'LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.3
 BH2619'FEET.  IT IS 39 FEET NORTH OF THE 10 INCH PINE TREE AND 33.1 FEET
 BH2619'WEST OF THE METAL WITNESS POST.
 BH2619'
 BH2619'NO AZIMUTH MARK SET.
 BH2619'
 BH2619'THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 BH2619
 BH2619                          STATION RECOVERY (1968)
 BH2619
 BH2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WRC)
 BH2619'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BH2619'
 BH2619'THE STATION IS IN NO DANGER OF BEING DESTROYED BY EROSION.  IT IS
 BH2619'BEING COVERED BY SAND.
 BH2619
 BH2619                          STATION RECOVERY (1969)
 BH2619
 BH2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2619'THE STATION WAS VISITED 4-14-69 AND THE STATION WAS FOUND WITH THE
 BH2619'SAND ERODED FROM AROUND THE MARK TO THE POINT WHERE THE ROD WAS
 BH2619'ABOUT 5 FEET IN THE AIR THE ORANGEBURG PIPE REMOVED AND THE ROD BENT.
 BH2619'THE ROD WAS CUT OFF AND POSITION FROM THE REFERENCE MARK BOTH
 BH2619'IN ANGLE AND MEASUREMENTS.  AFTER THE STATION MARK WAS RESET THE
 BH2619'REFERENCE MARKS WERE LOWERED ABOUT 2 FEET.  A NEW DESCRIPTION
 BH2619'FOLLOWS-
 BH2619'
 BH2619'THE STATION IS LOCATED ON THE EAST SHORE OF CAT ISLAND ON LAND OWNED
 BH2619'BY MR. N.V. BODDIE, ABOUT MIDWAY BETWEEN THE NORTH AND THE SOUTH END
 BH2619'OF THE EAST SHORE OF THE ISLAND, IN THE VICINITY OF THE HIGHEST SAND
 BH2619'DUNE ON THE ISLAND AND ABOUT 300 FEET WEST OF THE HIGHWATER
 BH2619'LINE.  IT IS 45 FEET EAST-NORTHEAST OF A 10-INCH PINE TREE ON THE TOP
 BH2619'OF THE SAND DUNE. THE SAND SHIFTS YEARLY AND IT IS HARD TO
 BH2619'TELL WHERE THE HIGHEST POINT WILL BE NEXT YEAR.) IT IS A
 BH2619'TRIANGULATION STATION DISK CRIMPED ON A 5/8 INCH COPPER WELD ROD
 BH2619'DRIVEN IN THE SAND ABOUT 30 FEET.  THE ROD ENCASED IN A 4-INCH
 BH2619'ORANGE PIPE ABOUT 5 FEET LONG.  THE DISK IS STAMPED BRUSH 2 1966
 BH2619'1969, AND PROJECTS ABOUT 6 INCHES AT THE PRESENT TIME.
 BH2619'
 BH2619'REFERENCE MARK NO. 1 IS 31.72 FEET SOUTH OF THE STATION AND ABOUT 2
 BH2619'FEET HIGHER THAN THE STATION.  IT IS 30 FEET EAST OF A 10 INCH PINE
 BH2619'TREE.  IT IS A REFERENCE MARK DISK, CRIMPED ON A 5/8 INCH COPPER WELD
 BH2619'ROD DRIVEN IN THE SAND 24 FEET THE TOP OF WHICH IS ENCASED IN A
 BH2619'SECTION OF ORANGEBURG PIPE PROJECTING ABOUT 2 FEET.  IT IS STAMPED
 BH2619'BRUSH 2 NO 1 1966.
 BH2619'
 BH2619'REFERENCE MARK NO. 2 IS 29.28 FEET WEST-NORTHWEST OF THE STATION, AND
 BH2619'ABOUT 2 FEET ABOVE THE STATION.  IT IS 39 FEET NORTH OF THE
 BH2619'10-INCH PINE TREE.  IT IS A REFERENCE MARK DISK CRIMPED ON THE TOP OF
 BH2619'A 5/8 INCH COPPER WELD ROD DRIVEN IN THE SAND 24 FEET THE TOP OF
 BH2619'WHICH IS ENCASED IN A 4-INCH ORANGE BURGE PIPE PROJECTING ABOUT 2
 BH2619'FEET.  IT IS STAMPED BRUSH 2 NO 2 1966.
 BH2619'
 BH2619'NO AZIMUTH WAS ESTABLISHED FOR THE STATION, HOWEVER ALL THE STATIONS
 BH2619'AND INTERSECTION STATIONS IN THE ABOVE BOX SCORE ARE VISIBLE FROM
 BH2619'THE GROUND AT THE STATION.
 BH2619'
 BH2619'THIS STATION MAY BE REACHED BY BOAT OR AIR.
 BH2619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES SOUTH OF
 BH2619'GULFPORT
 BH2619
 BH2619                          STATION RECOVERY (1970)
 BH2619
 BH2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2619'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THIS
 BH2619'STATION WAS RESET BY A MARK MAINTENANCE MAN AFTER HURRICANE
 BH2619'CAMILLE STRUCK THE ISLAND IN THE SUMMER OF 1969.  A NEW AND COMPLETE
 BH2619'DESCRIPTION FOLLOWS-
 BH2619'
 BH2619'THE STATION IS LOCATED ABOUT MIDWAY OF THE NORTH-SOUTH PORTION OF CAT
 BH2619'ISLAND, JUST EAST OF A GROUP OF PINE TREES AND ON PROPERTY OWNED BY
 BH2619'MR. N. V. BODDIE.
 BH2619'
 BH2619'THE STATION MARK IS A STANDARD DISK STAMPED BRUSH 2 1966 1969 CRIMPED
 BH2619'TO THE TOP OF A 5/8 INCH COPPER WELD ROD.  IT IS ENCASED BY A
 BH2619'4-INCH ORANGEBURG PIPE WHICH PROJECTS 3 FEET.  IT IS 400 FEET EAST OF
 BH2619'THE PINE TREES AND 210 FEET WEST OF THE HIGH WATER LINE.
 BH2619'
 BH2619'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRUSH 2 NO 1 1966 CRIMPED
 BH2619'TO THE TOP OF A 5/8 INCH COPPER WELD ROD.  IT IS ENCASED IN A
 BH2619'4-INCH ORANGEBURG PIPE WHICH PROJETS 3 FEET.  IT IS 210 FEET WEST OF
 BH2619'THE HIGH WATER LINE.
 BH2619'
 BH2619'REFERENCE MARK 2 IS A STNDARD DISK STAMPED BRUSH 2 NO 2 1966 1969,
 BH2619'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD.  IT IS ENCASED
 BH2619'IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 3 FEET.  IT IS 238 FEET
 BH2619'WEST OF THE HIGH WATER LINE.
 BH2619'
 BH2619'THIS STATION CAN BE REACHED BY BOAT OR HELICOPTER.
 BH2619'
 BH2619'NO AZIMUTH MARK ESTABLISHED.
 BH2619'
 BH2619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED ON CAT
 BH2619'ISLAND
 BH2619
 BH2619                          STATION RECOVERY (1973)
 BH2619
 BH2619'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1973 (RDO)
 BH2619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0362 ***********************************************************************
 EH0362  DESIGNATION -  BRUSH BOLT
 EH0362  PID         -  EH0362
 EH0362  STATE/COUNTY-  MS/BOLIVAR
 EH0362  USGS QUAD   -  ROUND LAKE (1982)
 EH0362
 EH0362                         *CURRENT SURVEY CONTROL
 EH0362  ___________________________________________________________________
 EH0362* NAD 83(1986)-  34 01 51.     (N)    090 51 49.     (W)     SCALED    
 EH0362* NAVD 88     -        45.67   (+/-2cm)     149.8    (feet)  VERTCON   
 EH0362  ___________________________________________________________________
 EH0362  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0362  VERT ORDER  -  ? (See Below)
 EH0362
 EH0362.The horizontal coordinates were scaled from a topographic map and have
 EH0362.an estimated accuracy of +/- 6 seconds.
 EH0362
 EH0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0362.The vertical order pertains to the NGVD 29 superseded value.
 EH0362
 EH0362.The geoid height was determined by GEOID03.
 EH0362
 EH0362;                    North         East    Units  Estimated Accuracy
 EH0362;SPC MS W     -   502,490.      651,030.      MT  (+/- 180 meters Scaled)
 EH0362
 EH0362                          SUPERSEDED SURVEY CONTROL
 EH0362
 EH0362  NGVD 29 (??/??/??)   45.722  (m)          150.01   (f) ADJUSTED    ?  
 EH0362
 EH0362.Superseded values are not recommended for survey control.
 EH0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0362.See file dsdata.txt to determine how the superseded data were derived.
 EH0362
 EH0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT972676(NAD 83)
 EH0362_MARKER: B = BOLT
 EH0362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0362
 EH0362  HISTORY     - Date     Condition        Report By
 EH0362  HISTORY     - UNK      MONUMENTED       DOD
 EH0362  HISTORY     - 1934     GOOD             CGS
 EH0362  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0362
 EH0362                          STATION DESCRIPTION
 EH0362
 EH0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0362'.5 MI NW FROM DEESON.
 EH0362'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 EH0362'USE STANDARD CAP.  A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT
 EH0362'BANK OF MISSISSIPPI RIVER, 0.5 MILE NORTHWEST OF DEESON, BOLIVAR
 EH0362'COUNTY, MISSISSIPPI, OPPOSITE LEVEE STATION 340.  275 FEET SOUTHEAST
 EH0362'OF LANDSIDE TOE OF CONTROLLING LEVEE.  275 FEET NORTHEAST OF SOUTHEAST
 EH0362'CORNER OF PROTECTION LEVEE.  456 FEET SOUTHWEST OF NORTHEAST CORNER OF
 EH0362'PROTECTION LEVEE 2.5 FEET NORTHWEST OF NORTHEAST-SOUTHWEST FENCE, AND
 EH0362'60 FEET NORTHWEST OF SMALL DRAINAGE DITCH. 111.5 FEET S.E. OF 20 INCH
 EH0362'WATEROAK TREE SEC 19, T 25 N, R6W. NOTE-- LAND SIGHTS AND LEVEES HAVE
 EH0362'CHANGED.
 EH0362
 EH0362                          STATION RECOVERY (1967)
 EH0362
 EH0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0361 ***********************************************************************
 EH0361  DESIGNATION -  BRUSH CAP
 EH0361  PID         -  EH0361
 EH0361  STATE/COUNTY-  MS/BOLIVAR
 EH0361  USGS QUAD   -  ROUND LAKE (1982)
 EH0361
 EH0361                         *CURRENT SURVEY CONTROL
 EH0361  ___________________________________________________________________
 EH0361* NAD 83(1986)-  34 01 51.     (N)    090 51 49.     (W)     SCALED    
 EH0361* NAVD 88     -        46.87   (+/-2cm)     153.8    (feet)  VERTCON   
 EH0361  ___________________________________________________________________
 EH0361  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0361  VERT ORDER  -  ? (See Below)
 EH0361
 EH0361.The horizontal coordinates were scaled from a topographic map and have
 EH0361.an estimated accuracy of +/- 6 seconds.
 EH0361
 EH0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0361.The vertical order pertains to the NGVD 29 superseded value.
 EH0361
 EH0361.The geoid height was determined by GEOID03.
 EH0361
 EH0361;                    North         East    Units  Estimated Accuracy
 EH0361;SPC MS W     -   502,490.      651,030.      MT  (+/- 180 meters Scaled)
 EH0361
 EH0361                          SUPERSEDED SURVEY CONTROL
 EH0361
 EH0361  NGVD 29 (??/??/??)   46.924  (m)          153.95   (f) ADJUSTED    ?  
 EH0361
 EH0361.Superseded values are not recommended for survey control.
 EH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0361.See file dsdata.txt to determine how the superseded data were derived.
 EH0361
 EH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT972676(NAD 83)
 EH0361_MARKER: P = PIPE CAP
 EH0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0361
 EH0361  HISTORY     - Date     Condition        Report By
 EH0361  HISTORY     - UNK      MONUMENTED       DOD
 EH0361  HISTORY     - 1934     GOOD             CGS
 EH0361  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0361
 EH0361                          STATION DESCRIPTION
 EH0361
 EH0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0361'0.5 MI NW FROM DEESON.
 EH0361'P.B.M. BRUSH IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT
 EH0361'BANK OF MISSISSIPPI RIVER, .5 MILE NORTHWEST OF DEESON, BOLIVAR
 EH0361'COUNTY, MISSISSIPPI, OPPOSITE LEVEE STATION 340.  275 FEET SOUTHEAST
 EH0361'OF LANDSIDE TOE OF CONTROLLING LEVEE.  275 FEET NORTHEAST OF SOUTHEAST
 EH0361'CORNER OF PROTECTION LEVEE.  456 FEET SOUTHWEST OF NORTHEAST CORNER OF
 EH0361'PROTECTION LEVEE 2.5 FEET NORTHWEST OF NORTHEAST-SOUTHWEST FENCE, AND
 EH0361'60 FEET NORTHWEST OF SMALL DRAINAGE DITCH. 111.5 FEET S.E. OF 20 INCH
 EH0361'WATER OAK TREE.  SEC 19, T 25N, R 6W. NOTE--LAND SIGHTS AND LEVEES
 EH0361'HAVE CHANGED.
 EH0361
 EH0361                          STATION RECOVERY (1967)
 EH0361
 EH0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2332 ***********************************************************************
 BW2332  DESIGNATION -  BRUSHY
 BW2332  PID         -  BW2332
 BW2332  STATE/COUNTY-  MS/AMITE
 BW2332  USGS QUAD   -  HOMOCHITTO (1988)
 BW2332
 BW2332                         *CURRENT SURVEY CONTROL
 BW2332  ___________________________________________________________________
 BW2332* NAD 83(1993)-  31 20 12.24858(N)    090 57 59.69221(W)     ADJUSTED  
 BW2332* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 BW2332  ___________________________________________________________________
 BW2332  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BW2332  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BW2332  HORZ ORDER  -  SECOND
 BW2332
 BW2332.The horizontal coordinates were established by classical geodetic methods
 BW2332.and adjusted by the National Geodetic Survey in May 1994.
 BW2332
 BW2332.The orthometric height was scaled from a topographic map.
 BW2332
 BW2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2332
 BW2332.The geoid height was determined by GEOID03.
 BW2332
 BW2332;                    North         East     Units Scale Factor Converg.
 BW2332;SPC MS W     -   203,782.746   639,738.138   MT  0.99999477   -0 19 45.6
 BW2332;SPC MS W     -   668,577.23  2,098,874.21   sFT  0.99999477   -0 19 45.6
 BW2332;UTM  15      - 3,468,707.466   693,455.784   MT  1.00006163   +1 03 28.2
 BW2332
 BW2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2332!SPC MS W     -   0.99998830  x   0.99999477  =   0.99998307
 BW2332!UTM  15      -   0.99998830  x   1.00006163  =   1.00004993
 BW2332
 BW2332:                Primary Azimuth Mark                     Grid Az
 BW2332:SPC MS W     -  BUDE LOOKOUT TOWER                       054 53 16.7
 BW2332:UTM  15      -  BUDE LOOKOUT TOWER                       053 30 02.9
 BW2332
 BW2332|---------------------------------------------------------------------|
 BW2332| PID    Reference Object                     Distance      Geod. Az  |
 BW2332|                                                           dddmmss.s |
 BW2332| BW2323 BUDE LOOKOUT TOWER                  APPROX.14.0 KM 0543331.1 |
 BW2332| CY3907 BRUSHY RM 1                          50.213 METERS 07249     |
 BW2332| CY3908 BRUSHY RM 2                          23.592 METERS 19404     |
 BW2332| BW2431 KNOXVILLE                           APPROX.10.5 KM 3063823.7 |
 BW2332|---------------------------------------------------------------------|
 BW2332
 BW2332                          SUPERSEDED SURVEY CONTROL
 BW2332
 BW2332  NAD 83(1986)-  31 20 12.26440(N)    090 57 59.68752(W) AD(       ) 2
 BW2332  NAD 27      -  31 20 11.64700(N)    090 57 59.31900(W) AD(       ) 2
 BW2332
 BW2332.Superseded values are not recommended for survey control.
 BW2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2332.See file dsdata.txt to determine how the superseded data were derived.
 BW2332
 BW2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9345668707(NAD 83)
 BW2332_MARKER: DS = TRIANGULATION STATION DISK
 BW2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2332
 BW2332  HISTORY     - Date     Condition        Report By
 BW2332  HISTORY     - 1949     MONUMENTED       CGS
 BW2332  HISTORY     - 1955     GOOD             CGS
 BW2332  HISTORY     - 1959     GOOD             USGS
 BW2332  HISTORY     - 1969     GOOD             MSHD
 BW2332
 BW2332                          STATION DESCRIPTION
 BW2332
 BW2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2332'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF BUDE,
 BW2332'IN THE HOMOCHITTO NATIONAL FOREST, ON THE HIGHEST POINT
 BW2332'OF A PROMINENT RIDGE, 34 FEET NORTHWEST OF THE APPROXIMATE
 BW2332'CENTERLINE OF A GRAVELED ROAD, 19 FEET WEST OF A TRIANGULAR BLAZED
 BW2332'16-INCH PINE TREE, AND 18 FEET WEST OF A WITNESS POST.
 BW2332'
 BW2332'TO REACH THE STATION FROM THE WEST EDGE OF BUDE AT A POINT
 BW2332'WHERE A RAILROAD TRACK CROSSES U.S. HIGHWAY NO. 84, GO WESTERLY
 BW2332'ON NO. 84 FOR 0.5 MILE TO A GRAVELED SIDE ROAD ON THE LEFT.
 BW2332'THEN LEFT, SOUTHERLY, FOR 1.8 MILE TO A CROSSROAD.  THEN RIGHT,
 BW2332'WESTERLY, FOR 2.8 MILES TO A T ROAD ON THE RIGHT.  CONTINUE
 BW2332'AHEAD, LEFT ROAD, FOR 3.8 MILES TO A T-ROAD ON THE LEFT.
 BW2332'CONTINUE AHEAD, RIGHT ROAD, FOR 1.9 MILES TO A T-INTERSECTION
 BW2332'AT MT. OLIVE CHURCH.  THEN RIGHT, WESTERLY, FOR 2.95 MILES TO
 BW2332'THE SUMMIT OF THE RIDGE AND THE STATION ON THE RIGHT AS
 BW2332'DESCRIBED.
 BW2332'
 BW2332'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BW2332'BRUSHY 1949.
 BW2332'
 BW2332'REFERENCE MARK NO. 1 IS 24 FEET SOUTHEAST OF THE APPROXIMATE
 BW2332'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 5 INCHES,
 BW2332'AND THE DISK IS STAMPED BRUSHY NO 1 1949.
 BW2332'
 BW2332'REFERENCE MARK NO. 2 IS 18 FEET SOUTHEAST OF THE APPROXIMATE
 BW2332'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES,
 BW2332'AND THE DISK IS STAMPED BRUSHY NO 2 1949.
 BW2332'
 BW2332'NO AZIMUTH MARK WAS SET DUE TO THE VERY HEAVY GROWTH OF TIMBER.
 BW2332'
 BW2332'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2332'SQUARE CONCRETE POSTS.
 BW2332'
 BW2332'A 64 FOOT TOWER AT BRUSHY WILL SEE 77 FEET AT BUDE, RANDALL
 BW2332'AND STEPHENSON.  50 FEET AT KNOXVILLE, BUNKLEY AND CHARE.
 BW2332'
 BW2332'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BW2332
 BW2332                          STATION RECOVERY (1955)
 BW2332
 BW2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2332'THE STATION WAS VISITED 6-10-55 AND ALL MARKS WERE FOUND IN
 BW2332'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 BW2332
 BW2332                          STATION RECOVERY (1959)
 BW2332
 BW2332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2332'STATION RECOVERED IN GOOD CONDITION.
 BW2332'
 BW2332'TO REACH GO ABOUT 9.5 MILES S AND 4.5 MILES W OF MEADVILLE,
 BW2332'T4N, R2E NEAR CENTER OF SECTION 1 ABOUT 600 FEET SW OF A
 BW2332'ROAD FORK, 34 FEET NW AND NORMAL TO ROAD ON TOP OF A HILL
 BW2332'IN A CONCRETE POST A STANDARD TABLET STAMPED BRUSHY 1949.
 BW2332
 BW2332                          STATION RECOVERY (1969)
 BW2332
 BW2332'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2332'THE STATION WAS VISITED 7-17-69 AND THE STATION MARK, REFERENCE
 BW2332'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2332'DISTANCE TO BOTH REFERENCE MARKS FAILED TO CHECK.
 BW2332'
 BW2332'THE STATION IS LOCATED 6.7 MILES NORTHEAST OF CROSBY AND 10
 BW2332'MILES NORTHEAST OF GLOSTER, IN THE SOUTHWEST 1/4 OF SECTION
 BW2332'1, T 1E, R 2E AND ON PROPERTY OWNED BY THE U.S. GOVERNMENT.
 BW2332'IT IS 33 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2332'16.5 FEET SOUTH OF A 24 INCH PINE, 1 FOOT NORTHWEST OF A
 BW2332'METAL WITNESS POST.
 BW2332'
 BW2332'IT IS A C AND GS TRIANGULATION DISK, STAMPED BRUSHY 1949
 BW2332'PROJECTING 4 INCHES.
 BW2332'
 BW2332'REFERENCE MARK NO. 1 IS 164.68 FEET EAST NORTHEAST OF THE
 BW2332'STATION.  IT IS 29 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 BW2332'ROAD, 22 FEET NORTHWEST OF A 6 INCH CEDAR AND 1 FOOT SOUTHEAST
 BW2332'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BW2332'DISK, STAMPED BRUSHY NO 1 1949 PROJECTING 4 INCHES.
 BW2332'
 BW2332'REFERENCE MARK NO. 2 IS 77.40 FEET SOUTH SOUTHWEST OF THE
 BW2332'STATION.  IT IS 21 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 BW2332'ROAD, 22 FEET WEST OF A 16 INCH PINE AND 1 FOOT SOUTHEAST
 BW2332'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BW2332'DISK, STAMPED BRUSHY NO 2 1949, PROJECTING 4 INCHES.
 BW2332'
 BW2332'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 215.02
 BW2332'FEET.
 BW2332'
 BW2332'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GLOSTER, GO
 BW2332'EAST ON MAIN STREET FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 BW2332'FORK AND CONTINUE EAST ON A BLACKTOP ROAD FOR 250 FEET
 BW2332'TO THE INTERSECTION OF STATE HIGHWAY 24.  TURN LEFT (NORTHEAST)
 BW2332'AND CONTINUE ON STATE HIGHWAY 24 FOR 0.35 MILE TO THE JUNCTION
 BW2332'OF STATE HIGHWAY 33.  TURN LEFT (NORTH) AND CONTINUE ON
 BW2332'ON STATE HIGHWAY 33 FOR 2.5 MILES TO A CROSSROADS.  TURN RIGHT
 BW2332'(EAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.9 MILE TO A T
 BW2332'INTERSECTION.  TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP ROAD
 BW2332'FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 BW2332'CONTINUE ON U.S.  FOREST ROAD NO. 106 FOR 4.5 MILES TO A
 BW2332'T-INTERSECTION.  TURN LEFT AND CONTINUE WEST AND NORTH ON A
 BW2332'GRAVELED ROAD FOR 2.4 MILES TO A CROSSROADS.  TURN RIGHT
 BW2332'(NORTHEAST) CROSSING OVER A LONG WOODEN BRIDGE AND
 BW2332'CONTINUING ON A NARROW GRAVELED ROAD FOR 1.6 MILES TO
 BW2332'THE TOP OF A HILL AND THE STATION ON THE LEFT.
 BW2332'
 BW2332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.6 MILES
 BW2332'NORTHEAST OF COLES
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1396 ***********************************************************************
 CO1396  DESIGNATION -  BRUSHY
 CO1396  PID         -  CO1396
 CO1396  STATE/COUNTY-  MS/RANKIN
 CO1396  USGS QUAD   -  JOHNS (1980)
 CO1396
 CO1396                         *CURRENT SURVEY CONTROL
 CO1396  ___________________________________________________________________
 CO1396* NAD 83(1993)-  32 07 38.52480(N)    089 49 31.05885(W)     ADJUSTED  
 CO1396* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 CO1396  ___________________________________________________________________
 CO1396  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CO1396  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CO1396  HORZ ORDER  -  THIRD
 CO1396
 CO1396.The horizontal coordinates were established by classical geodetic methods
 CO1396.and adjusted by the National Geodetic Survey in May 1994.
 CO1396
 CO1396.The orthometric height was scaled from a topographic map.
 CO1396
 CO1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1396
 CO1396.The geoid height was determined by GEOID03.
 CO1396
 CO1396;                    North         East     Units Scale Factor Converg.
 CO1396;SPC MS W     -   291,385.193   747,937.618   MT  0.99997833   +0 16 12.7
 CO1396;SPC MS W     -   955,986.25  2,453,858.67   sFT  0.99997833   +0 16 12.7
 CO1396;SPC MS E     -   291,703.090   206,398.948   MT  1.00005801   -0 31 39.2
 CO1396;SPC MS E     -   957,029.22    677,160.55   sFT  1.00005801   -0 31 39.2
 CO1396;UTM  16      - 3,558,050.199   233,458.164   MT  1.00047623   -1 30 12.2
 CO1396
 CO1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1396!SPC MS W     -   0.99998310  x   0.99997833  =   0.99996143
 CO1396!SPC MS E     -   0.99998310  x   1.00005801  =   1.00004111
 CO1396!UTM  16      -   0.99998310  x   1.00047623  =   1.00045932
 CO1396
 CO1396|---------------------------------------------------------------------|
 CO1396| PID    Reference Object                     Distance      Geod. Az  |
 CO1396|                                                           dddmmss.s |
 CO1396| CO1393 BRUSHY 2                              9.960 METERS 04303     |
 CO1396| CO1395 WALTERS                             APPROX. 4.0 KM 0643254.7 |
 CO1396| CF9986 BRUSHY AZ MK                                       1244216.5 |
 CO1396| CF9987 BRUSHY RM 1                          25.567 METERS 22305     |
 CO1396| CF9988 BRUSHY RM 2                          25.203 METERS 33004     |
 CO1396|---------------------------------------------------------------------|
 CO1396
 CO1396                          SUPERSEDED SURVEY CONTROL
 CO1396
 CO1396  NAD 83(1986)-  32 07 38.53882(N)    089 49 31.05592(W) AD(       ) 3
 CO1396  NAD 27      -  32 07 37.99300(N)    089 49 30.78000(W) AD(       ) 3
 CO1396
 CO1396.Superseded values are not recommended for survey control.
 CO1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1396.See file dsdata.txt to determine how the superseded data were derived.
 CO1396
 CO1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3345858050(NAD 83)
 CO1396_MARKER: DS = TRIANGULATION STATION DISK
 CO1396_SETTING: 0 = UNSPECIFIED SETTING
 CO1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1396
 CO1396  HISTORY     - Date     Condition        Report By
 CO1396  HISTORY     - 1945     MONUMENTED       CGS
 CO1396  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CO1396
 CO1396                          STATION DESCRIPTION
 CO1396
 CO1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1396'STATION IS LOCATED 0.75 MILE (AIRLINE) SE OF THE VILLAGE OF
 CO1396'JOHNS ON HIGHWAY PROPERTY.  THE MARK IS SITUATED ON THE E
 CO1396'RIGHT-OF-WAY OF A N-S DIRT ROAD, 25 FEET E OF ITS APPROXIMATE
 CO1396'CENTER, 16 FEET S OF A SMALL TRIANGULAR-BLAZE ON A 12-INCH PINE
 CO1396'TREE, 9 FEET W OF A FENCE LINE, 7.5 FEET S OF A STANDARD WITNESS
 CO1396'POST, AND ABOUT 0.05 MILE N OF STATE HIGHWAY 18.
 CO1396'
 CO1396'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1396'POST, STAMPED BRUSHY 1945, AND ABOUT FLUSH WITH THE GROUND.
 CO1396'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1396'
 CO1396'REFERENCE MARK 1 IS 83.86 FEET SW OF THE STATION AND 16 FEET W
 CO1396'OF THE APPROXIMATE CENTER OF THE DIRT ROAD.  IT IS A BRONZE
 CO1396'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST, STAMPED BRUSHY NO
 CO1396'2 1945, AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 CO1396'
 CO1396'REFERENCE MARK 2 IS 82.69 FEET NW OF THE STATION AND 18 FEET
 CO1396'W OF THE APPROXIMATE CENTER OF THE DIRT ROAD.  IT IS A BRONZE
 CO1396'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED BRUSHY NO 2
 CO1396'1945, AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 CO1396'
 CO1396'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE ESE OF THE STATION,
 CO1396'ABOUT 50 YARDS NE OF A FARMHOUSE, 43 FEET S OF THE APPROXIMATE
 CO1396'CENTER OF STATE HIGHWAY 18, 21 FEET E OF THE DRIVEWAY, AND 3
 CO1396'FEET W OF A STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK
 CO1396'SET IN TOP OF A CONCRETE POST, STAMPED BRUSHY 1945, AND PROJECTS
 CO1396'ABOUT 5 INCHES ABOVE THE GROUND.
 CO1396'
 CO1396'TO REACH THE STATION FROM THE POST OFFICE IN JOHNS (A VILLAGE
 CO1396'ABOUT 18 MILES SE OF BRANDON ON STATE HIGHWAY 18), GO SE AND E
 CO1396'ON HIGHWAY 18 FOR 0.75 MILE TO A CROSSROAD* AT THE CREST OF A
 CO1396'HILL.  TURN LEFT ON A DIRT ROAD AND GO N FOR 0.05 MILE TO THE
 CO1396'STATION ON THE RIGHT AS DESCRIBED.
 CO1396'
 CO1396'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO E ON HIGHWAY 18 FOR
 CO1396'0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CO1396'
 CO1396'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO1396
 CO1396                          STATION RECOVERY (1957)
 CO1396
 CO1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1396'THE STATION WAS VISITED 6-10-57 AND THE STATION WAS FOUND ON THE
 CO1396'SHOULDER OF A GRAVELED ROAD WITH THE SIDE OF THE MONUMENT BROKEN
 CO1396'OFF AND HALF OF THE DISK BROKEN OFF, THE SURFACE MARK WAS REMOVED
 CO1396'AND THE SUB-SURFACE MARK FOUND IN GOOD CONDITION.  A NEW
 CO1396'STATION WAS ESTABLISHED BRUSHY 2 1957, IN LINE WITH REFERENCE
 CO1396'MARK NO. 1 AND 9.961 METERS NORTHEAST OF THE STATION.  REFERENCE
 CO1396'MARK NO. 1 WAS FOUND IN ITS ORIGINAL POSITION BUT WILL BE
 CO1396'DESTROYED BY EROSION IN THE NEAR FUTURE.  THE AZIMUTH MARK WAS
 CO1396'FOUND BUT WAS OBSTRUCTED FROM THE STATION BY PINE TREES WHICH
 CO1396'COULD NOT BE CUT.  REFERENCE MARK WAS FOUND DESTROYED.  THE
 CO1396'SUB-SURFACE MARK WAS LEFT INTACT.  A NEW DESCRIPTION
 CO1396'FOLLOWS-
 CO1396'
 CO1396'THE STATION IS LOCATED 0.75 MILE EAST OF THE VILLAGE OF JOHNS,
 CO1396'ON THE EAST SHOULDER OF A GRAVELED ROAD, 111 FEET NORTH-NORTHWEST
 CO1396'OF THE NORTHWEST CORNER OF THE E.L. SIMS STORE, 21 FEET EAST OF
 CO1396'THE CENTER OF A GRAVELED ROAD, 274 FEET NORTH OF THE CENTER LINE
 CO1396'OF STATE HIGHWAY 18, 81 FEET NORTHWEST OF A POWER POLE, 57.5
 CO1396'FEET SOUTHWEST OF A FENCE CORNER, AND 87 FEET NORTH-NORTHEAST OF
 CO1396'A POWER POLE.  IT IS A STANDARD DISK, STAMPED BRUSHY 1945, 20
 CO1396'INCHES BELOW THE SURFACE OF THE GROUND.
 CO1396'
 CO1396'REFERENCE MARK NO. 1 IS 83.88 FEET SOUTHWEST OF THE STATION, 9
 CO1396'FEET EAST OF AN ANCHORED POWER POLE, 81 FEET WEST-NORTHWEST OF
 CO1396'THE NORTHWEST CORNER OF THE E.L. SIMS STORE, 17 FEET WEST OF THE
 CO1396'CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED
 CO1396'BRUSHY NO 1 1945, PROJECTING 6 INCHES.
 CO1396'
 CO1396'A TRAVERSE CONNECTION WAS MADE TO BRUSHY 2 1957, IT IS 9.961
 CO1396'METERS NORTHEAST OF THE STATION, 305 FEET NORTH OF THE INTERSECTION
 CO1396'OF STATE HIGHWAY 18 AND A GRAVELED ROAD LEADING NORTH, 43 FEET
 CO1396'EAST OF THE CENTER OF THE GRAVELED ROAD, 103 FEET NORTH-NORTHWEST
 CO1396'OF A POWER POLE, 120 FEET NORTH OF A GUYED POWER POLE ON THE WEST
 CO1396'SIDE OF THE GRAVELED ROAD, 26.5 FEET SOUTH OF A FENCE CORNER AND
 CO1396'3 FEET EAST OF A FENCE LINE.  IT IS A STANDARD DISK STAMPED
 CO1396'BRUSHY 2 1957, PROJECTING 6 INCHES.
 CO1396'
 CO1396'THE AZIMUTH MARK IS 0.4 MILE EAST-SOUTHEAST OF THE STATION,
 CO1396'40 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 18, 27 FEET
 CO1396'EAST OF THE CENTER OF THE EAST DRIVEWAY TO A TENANT HOUSE, AND
 CO1396'4 FEET NORTHEAST OF A 10-INCH OAK TREE.  IT IS A STANDARD DISK,
 CO1396'STAMPED BRUSHY 1945, PROJECTING 6 INCHES.
 CO1396'
 CO1396'TO REACH THE STATION FROM THE JOHNS METHODIST CHURCH IN JOHNS,
 CO1396'(ABOUT 18 MILES SOUTHEAST OF BRANDON ON STATE HIGHWAY 18),
 CO1396'GO EAST ON STATE HIGHWAY 18 FOR 0.85 MILE TO A CROSSROAD ON THE
 CO1396'SUMMIT OF A HILL, TURN LEFT FOR 100 YARDS TO THE STATION AND
 CO1396'THE E.L. SIMS STORE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1393 ***********************************************************************
 CO1393  DESIGNATION -  BRUSHY 2
 CO1393  PID         -  CO1393
 CO1393  STATE/COUNTY-  MS/RANKIN
 CO1393  USGS QUAD   -  JOHNS (1980)
 CO1393
 CO1393                         *CURRENT SURVEY CONTROL
 CO1393  ___________________________________________________________________
 CO1393* NAD 83(1993)-  32 07 38.76111(N)    089 49 30.79947(W)     NO CHECK  
 CO1393* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 CO1393  ___________________________________________________________________
 CO1393  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CO1393  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CO1393  HORZ ORDER  -  THIRD
 CO1393
 CO1393.The horizontal coordinates were established by classical geodetic methods
 CO1393.and adjusted by the National Geodetic Survey in May 1994.
 CO1393.No horizontal observational check was made to the station.
 CO1393
 CO1393.The orthometric height was scaled from a topographic map.
 CO1393
 CO1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1393
 CO1393.The geoid height was determined by GEOID03.
 CO1393
 CO1393;                    North         East     Units Scale Factor Converg.
 CO1393;SPC MS W     -   291,392.504   747,944.382   MT  0.99997834   +0 16 12.8
 CO1393;SPC MS W     -   956,010.24  2,453,880.86   sFT  0.99997834   +0 16 12.8
 CO1393;SPC MS E     -   291,710.307   206,405.814   MT  1.00005799   -0 31 39.1
 CO1393;SPC MS E     -   957,052.90    677,183.07   sFT  1.00005799   -0 31 39.1
 CO1393;UTM  16      - 3,558,057.301   233,465.155   MT  1.00047619   -1 30 12.1
 CO1393
 CO1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1393!SPC MS W     -   0.99998310  x   0.99997834  =   0.99996144
 CO1393!SPC MS E     -   0.99998310  x   1.00005799  =   1.00004109
 CO1393!UTM  16      -   0.99998310  x   1.00047619  =   1.00045928
 CO1393
 CO1393|---------------------------------------------------------------------|
 CO1393| PID    Reference Object                     Distance      Geod. Az  |
 CO1393|                                                           dddmmss.s |
 CO1393| CF9989 BRUSHY 2 RM 3                        10.122 METERS 04303     |
 CO1393| CF9986 BRUSHY AZ MK                                       1253612.0 |
 CO1393| CF9990 BRUSHY 2 RM 4                        24.635 METERS 17153     |
 CO1393| CO1396 BRUSHY                                9.960 METERS 22303     |
 CO1393| CF9987 BRUSHY RM 1                          37.058 METERS 22303     |
 CO1393|---------------------------------------------------------------------|
 CO1393
 CO1393                          SUPERSEDED SURVEY CONTROL
 CO1393
 CO1393  NAD 83(1986)-  32 07 38.77512(N)    089 49 30.79655(W) AD(       ) 3
 CO1393  NAD 27      -  32 07 38.22900(N)    089 49 30.52100(W) AD(       ) 3
 CO1393
 CO1393.Superseded values are not recommended for survey control.
 CO1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1393.See file dsdata.txt to determine how the superseded data were derived.
 CO1393
 CO1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3346558057(NAD 83)
 CO1393_MARKER: DS = TRIANGULATION STATION DISK
 CO1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1393+STABILITY: SURFACE MOTION
 CO1393
 CO1393  HISTORY     - Date     Condition        Report By
 CO1393  HISTORY     - 1957     MONUMENTED       CGS
 CO1393  HISTORY     - 1961     GOOD             MSHD
 CO1393  HISTORY     - 1977     GOOD             MSHD
 CO1393
 CO1393                          STATION DESCRIPTION
 CO1393
 CO1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1393'THE STATION IS LOCATED 0.75 MILE EAST OF THE VILLAGE OF JOHNS
 CO1393'ON PROPERTY OWNED BY E.L. SIMS AND IN THE NORTHWEST CORNER OF A
 CO1393'PASTURE.  IT IS 305 FEET NORTH OF THE INTERSECTION OF STATE
 CO1393'HIGHWAY 18 AND A GRAVELED CROSSROAD, 135 FEET NORTH-NORTHWEST OF
 CO1393'THE NORTHWEST CORNER OF THE E.L SIMS STORE, 43 FEET EAST OF
 CO1393'THE CENTER OF A GRAVELED ROAD, 103 FEET NORTH-NORTHWEST OF A
 CO1393'POWER POLE, 120 FEET NORTH OF A GUYED POWER POLE ON THE WEST
 CO1393'SIDE OF THE GRAVELED ROAD, 26.5 FEET SOUTH OF A FENCE CORNER AND
 CO1393'3 FEET EAST OF A FENCE.  IT IS A STANDARD DISK, STAMPED BRUSHY 2
 CO1393'1957, PROJECTING 6 INCHES.
 CO1393'
 CO1393'REFERENCE MARK NO. 1 IS 121.58 FEET SOUTHWEST OF THE STATION,
 CO1393'9 FEET EAST OF AN ANCHORED POWER POLE, 81 FEET WEST-NORTHWEST OF
 CO1393'THE NORTHWEST CORNER OF THE E.L. SIMS STORE, AND 17 FEET WEST OF A
 CO1393'GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED BRUSHY NO 1 1945,
 CO1393'PROJECTING 6 INCHES.  (NOTE- THE MARK IS ON THE EDGE OF A BANK
 CO1393'AND WILL BE DESTROYED IN THE NEAR FUTURE.)
 CO1393'
 CO1393'REFERENCE MARK NO. 3 IS 33.21 FEET NORTHEAST OF THE STATION,
 CO1393'65 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 16 FEET EAST OF A
 CO1393'FENCE CORNER, 2 SOUTH OF A FENCE LINE, AND 22 FEET NORTHWEST OF A
 CO1393'12-INCH OAK TREE.  IT IS A STANDARD DISK, STAMPED BRUSHY 2 NO 3
 CO1393'1957, PROJECTING 6 INCHES.
 CO1393'
 CO1393'REFERENCE MARK NO. 4 IS 80.82 FEET SOUTH-SOUTHEAST OF THE STATION,
 CO1393'2.5 FEET EAST OF A FENCE LINE, 25 FEET NORTH-NORTHEAST OF A POWER
 CO1393'POLE, 61 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CO1393'E.L. SIMS STORE AND 67 FEET EAST OF THE CENTER OF THE GRAVELED
 CO1393'ROAD.  IT IS A STANDARD DISK, STAMPED BRUSHY 2 NO 4 1957,
 CO1393'PROJECTING 6 INCHES.
 CO1393'
 CO1393'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 40 FEET
 CO1393'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 18, 27 FEET EAST OF THE
 CO1393'CENTER OF THE EAST DRIVEWAY TO A TENANT HOUSE, 4 FEET NORTHEAST OF
 CO1393'A 10-INCH OAK TREE AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 CO1393'IT IS A STANDARD DISK, STAMPED BRUSHY 1945, PROJECTING 6 INCHES.
 CO1393'
 CO1393'TO REACH THE STATION FROM THE JOHNS METHODIST CHURCH IN THE
 CO1393'VILLAGE OF JOHNS (ABOUT 18 MILES SOUTHEAST ON STATE HIGHWAY 18
 CO1393'FROM BRANDON) GO SOUTHEAST ON STATE HIGHWAY 18 FOR 0.85 MILE TO A
 CO1393'CROSSROAD ON THE SUMMIT OF A HILL, TURN LEFT, NORTH AND GO ABOUT
 CO1393'100 YARDS TO THE STATION AND THE SIMS STORE ON THE RIGHT.
 CO1393'
 CO1393'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 100 YARDS
 CO1393'TO STATE HIGHWAY 18, TURN LEFT AND GO EAST ON STATE HIGHWAY 18
 CO1393'FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 CO1393
 CO1393                          STATION RECOVERY (1961)
 CO1393
 CO1393'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1393'THE STATION WAS VISITED 8-2-61.  THE STATION, AZIMUTH MARK, R.M.
 CO1393'NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION, R.M. NO. 1
 CO1393'WAS FOUND DESTROYED AND DISK RECLAIMED BY A.K.H..  THE 1957
 CO1393'DESCRIPTION BY R.A.G. IS ADEQUATE.
 CO1393'
 CO1393'A METAL WITNESS POST WAS SET 3 FEET WEST OF THE STATION.
 CO1393'
 CO1393'THE AZIMUTH MARK IS VISIBLE WITH A SMALL AMOUNT OF CLEARING.
 CO1393
 CO1393                          STATION RECOVERY (1977)
 CO1393
 CO1393'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1393'THE STATION WAS VISITED 3-31-77 AND THE STATION MARK, RM NO 3, RM NO
 CO1393'4 AND BRUSHY 1945 AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  SOME
 CO1393'CLEARING WILL BE REQUIRED FOR THE AZIMUTH MARK TO BE VISIBLE FROM
 CO1393'THE STATION.
 CO1393'
 CO1393'THE STATION IS LOCATED 4.2 MILES NORTHWEST OF PUCKETT, 0.75 MILE
 CO1393'SOUTHEAST OF JOHNS IN THE NORTHWEST CORNER OF A PASTURE OWNED BY
 CO1393'MR. E. L. SIMS NEAR THE CENTER OF SECTION 6, T 3N, R 5E.  IT IS 305
 CO1393'FEET NORTH OF THE CENTER OF A CROSSROAD, 184 FEET SOUTH OF A POWER
 CO1393'POLE WITH A GUY WIRE, 161.5 FEET SOUTHEAST OF THE SOUTHEAST
 CO1393'CORNER OF THE CARPORT OF A FRAME HOUSE, 210 FEET NORTH OF A RIGHT
 CO1393'OF WAY MARKER, 119 FEET NORTHEAST OF A POWER POLE WITH A
 CO1393'TRANSFORMER, 41 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 26.5
 CO1393'FEET SOUTH OF A FENCE CORNER, 2.5 FEET EAST OF A FENCE, 3 FEET
 CO1393'EAST-SOUTHEAST OF A METAL WITNESS POST AND PROJECTS 5 INCHES.
 CO1393'
 CO1393'IT IS A TRIANGULATION DISK, STAMPED BRUSHY 2 1957.
 CO1393'
 CO1393'REFERENCE MARK NO 3 IS 33.21 FEET NORTHEAST OF THE STATION.  IT IS
 CO1393'66 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 21.5 FEET WEST OF THE
 CO1393'WEST OF TWO 12 INCH OAKS, 16 FEET EAST OF A FENCE CORNER, 1.5 FEET
 CO1393'SOUTH OF A FENCE AND PROJECTS 4 INCHES.
 CO1393'
 CO1393'IT IS A REFERENCE MARK DISK, STAMPED BRUSHY 2 NO 3 1957.
 CO1393'
 CO1393'REFERENCE MARK NO 4 IS 80.82 FEET SOUTH-SOUTHEAST OF THE STATION.
 CO1393'IT IS 136.5 FEET NORTH-NORTHEAST OF RIGHT OF WAY MARKER, 106 FEET
 CO1393'SOUTH-SOUTHEAST OF A FENCE CORNER, 99 FEET SOUTH-SOUTHWEST OF THE
 CO1393'WEST OF THE WEST ONE OF TWO 12 INCH OAKS, 39 FEET SOUTHEAST OF A 12
 CO1393'INCH TWIN PINE, 39 FEET EAST OF A FENCE, 66 FEET EAST OF THE
 CO1393'CENTER OF A GRAVELED ROAD, 99 FEET EAST OF A POWER POLE WITH A
 CO1393'TRANSFORMER, AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK,
 CO1393'STAMPED BRUSHY 2 NO 4 1957.
 CO1393'
 CO1393'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 147
 CO1393'FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 CO1393'WIRE, 31 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE, 40.5 FEET
 CO1393'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 18, 23 FEET
 CO1393'EAST-SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 1 FOOT
 CO1393'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND PROJECTS 3 INCHES.
 CO1393'IT IS AN AZIMUTH MARK DISK, STAMPED BRUSHY 1945.
 CO1393'
 CO1393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND STATE
 CO1393'HIGHWAY 18 1.6 MILES NORTHWEST OF PUCKETT GO NORTHWEST ON STATE
 CO1393'HIGHWAY 18 FOR 2.55 MILES TO A PRIVATE ROAD AND THE AZIMUTH MARK ON
 CO1393'THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 18 FOR 0.4 MILE TO A
 CO1393'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 100
 CO1393'YARDS TO THE STATION ON THE RIGHT.
 CO1393'
 CO1393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES
 CO1393'NORTHWEST OF PUCKETT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2708 ***********************************************************************
 BH2708  DESIGNATION -  BSL 19 USE 1954
 BH2708  PID         -  BH2708
 BH2708  STATE/COUNTY-  MS/HANCOCK
 BH2708  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2708
 BH2708                         *CURRENT SURVEY CONTROL
 BH2708  ___________________________________________________________________
 BH2708* NAD 83(1993)-  30 20 22.33266(N)    089 20 08.18024(W)     ADJUSTED  
 BH2708* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2708  ___________________________________________________________________
 BH2708  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BH2708  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BH2708  HORZ ORDER  -  THIRD
 BH2708
 BH2708.The horizontal coordinates were established by classical geodetic methods
 BH2708.and adjusted by the National Geodetic Survey in May 1994.
 BH2708
 BH2708.The orthometric height was scaled from a topographic map.
 BH2708
 BH2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2708
 BH2708.The geoid height was determined by GEOID03.
 BH2708
 BH2708;                    North         East     Units Scale Factor Converg.
 BH2708;SPC MS E     -    93,165.859   251,705.550   MT  0.99997876   -0 15 13.4
 BH2708;SPC MS E     -   305,661.66    825,803.96   sFT  0.99997876   -0 15 13.4
 BH2708;SPC LA S     -   205,577.633 1,192,073.115   MT  0.99994315   +0 59 56.0
 BH2708;SPC LA S     -   674,465.95  3,910,993.21   sFT  0.99994315   +0 59 56.0
 BH2708;UTM  16      - 3,358,722.132   275,476.359   MT  1.00022195   -1 10 48.9
 BH2708
 BH2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2708!SPC MS E     -   1.00000418  x   0.99997876  =   0.99998294
 BH2708!SPC LA S     -   1.00000418  x   0.99994315  =   0.99994733
 BH2708!UTM  16      -   1.00000418  x   1.00022195  =   1.00022613
 BH2708
 BH2708:                Primary Azimuth Mark                     Grid Az
 BH2708:SPC MS E     -  JOURDAN RIVER LIGHT 3                    020 14 26.9
 BH2708:SPC LA S     -  JOURDAN RIVER LIGHT 3                    018 59 17.5
 BH2708:UTM  16      -  JOURDAN RIVER LIGHT 3                    021 10 02.4
 BH2708
 BH2708|---------------------------------------------------------------------|
 BH2708| PID    Reference Object                     Distance      Geod. Az  |
 BH2708|                                                           dddmmss.s |
 BH2708| BH2710 JOURDAN RIVER LIGHT 3               APPROX. 1.1 KM 0195913.5 |
 BH2708| BH2709 WELL                                300.839 METERS 09710     |
 BH2708| BH2707 BSL 20 USE 1954                     453.145 METERS 3175424.5 |
 BH2708|---------------------------------------------------------------------|
 BH2708
 BH2708                          SUPERSEDED SURVEY CONTROL
 BH2708
 BH2708  NAD 83(1986)-  30 20 22.34647(N)    089 20 08.17312(W) AD(       ) 3
 BH2708  NAD 27      -  30 20 21.64800(N)    089 20 08.00000(W) AD(       ) 3
 BH2708
 BH2708.Superseded values are not recommended for survey control.
 BH2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2708.See file dsdata.txt to determine how the superseded data were derived.
 BH2708
 BH2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7547658722(NAD 83)
 BH2708_MARKER: DE = TRAVERSE STATION DISK
 BH2708_SETTING: 0 = UNSPECIFIED SETTING
 BH2708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2708
 BH2708  HISTORY     - Date     Condition        Report By
 BH2708  HISTORY     - 1954     MONUMENTED       USE
 BH2708  HISTORY     - 1972     GOOD             MSHD
 BH2708  HISTORY     - 20060318 MARK NOT FOUND   MSSU
 BH2708
 BH2708                          STATION DESCRIPTION
 BH2708
 BH2708'DESCRIBED BY US ENGINEERS 1954 (IRR)
 BH2708'THE STATION IS LOCATED N-NW ALONG THE ROAD, THAT FOLLOWS CLOSELY
 BH2708'THE W SHORELINE OF
 BH2708'ST. LOUIS BAY, APPROXIMATELY 1.7 MI. FROM ITS
 BH2708'INTERSECTION WITH U.S. HIGHWAY 90.
 BH2708'THE STATION, A BRONZE U.S.E.
 BH2708'TRAVERSE DISK, IS SET IN A DRILLED HOLE ON THE TOP OF
 BH2708'THE SEAWALL,
 BH2708'APPROXIMATELY 6 IN. SW OF THE SEAWALLS NE TOP EDGE, AND ALMOST
 BH2708'ON LINE WITH THE
 BH2708'CENTERLINE EXTENSION OF DUNBAR AVENUE.
 BH2708
 BH2708                          STATION RECOVERY (1972)
 BH2708
 BH2708'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2708'THE STATION WAS VISITED 8-11-72 AND THE MARK WAS FOUND IN GOOD
 BH2708'CONDITION. THE
 BH2708'DISK HAS BEEN SCORED BUT THE STAMPING IS STILL LEGIBLE ALSO HURRICANE
 BH2708'CAMILLE HIT THE AREA IN
 BH2708'AUGUST OF 1969 BUT THE MARK DOES NOT APPEAR TO HAVE MOVED.
 BH2708'THE MARK IS 1.7 MILES NORTH OF THE
 BH2708'APPROXIMATE CENTER OF BAY ST. LOUIS IN THE SEAWALL
 BH2708'AT THE END OF DUNBAR AVENUE.  IT IS 17 FEET NORTHEAST
 BH2708'OF THE CENTER OF BEACH
 BH2708'BLVD., 1 FOOT NORTHWEST OF THE PROJECTED CENTER OF DUNBAR AVENUE,
 BH2708'65.5 FEET NORTH OF A POLE WITH
 BH2708'A LAMP ON IT, 42.5 FEET NORTHEAST OF A FIRE PLUG SET IN A DRILL HOLE
 BH2708'IN THE TOP OF THE SEAWALL, 0.5
 BH2708'FEET SOUTHWEST OF THE NORTHEAST EDGE AND ABOUT LEVEL
 BH2708'WITH THE STREET.
 BH2708'
 BH2708'IT IS A USE TRAVERSE DISK, STAMPED 1941 BSL 19.
 BH2708'TO REACH THE
 BH2708'STATION FROM THE WEST END OF THE U.S. HIGHWAY 90 BRIDGE OVER ST.
 BH2708'LOUIS BAY AT BAY ST. LOUIS GO
 BH2708'NORTH ON BEACH BLVD. FOR 1.7 MILES TO DUNBAR AVENUE
 BH2708'ON THE LEFT AND THE MARK ON THE RIGHT.
 BH2708'
 BH2708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.7 MILES NORTH OF
 BH2708'BAY ST. LOUIS
 BH2708
 BH2708                          STATION RECOVERY (2006)
 BH2708
 BH2708'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (HCH)
 BH2708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2707 ***********************************************************************
 BH2707  DESIGNATION -  BSL 20 USE 1954
 BH2707  PID         -  BH2707
 BH2707  STATE/COUNTY-  MS/HANCOCK
 BH2707  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2707
 BH2707                         *CURRENT SURVEY CONTROL
 BH2707  ___________________________________________________________________
 BH2707* NAD 83(1993)-  30 20 33.25217(N)    089 20 19.55312(W)     ADJUSTED  
 BH2707* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2707  ___________________________________________________________________
 BH2707  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BH2707  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BH2707  HORZ ORDER  -  THIRD
 BH2707
 BH2707.The horizontal coordinates were established by classical geodetic methods
 BH2707.and adjusted by the National Geodetic Survey in May 1994.
 BH2707
 BH2707.The orthometric height was scaled from a topographic map.
 BH2707
 BH2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2707
 BH2707.The geoid height was determined by GEOID03.
 BH2707
 BH2707;                    North         East     Units Scale Factor Converg.
 BH2707;SPC MS E     -    93,503.452   251,403.288   MT  0.99997912   -0 15 19.2
 BH2707;SPC MS E     -   306,769.24    824,812.29   sFT  0.99997912   -0 15 19.2
 BH2707;SPC LA S     -   205,908.527 1,191,763.556   MT  0.99994346   +0 59 50.3
 BH2707;SPC LA S     -   675,551.56  3,909,977.60   sFT  0.99994346   +0 59 50.3
 BH2707;UTM  16      - 3,359,064.653   275,179.523   MT  1.00022360   -1 10 55.1
 BH2707
 BH2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2707!SPC MS E     -   1.00000418  x   0.99997912  =   0.99998330
 BH2707!SPC LA S     -   1.00000418  x   0.99994346  =   0.99994764
 BH2707!UTM  16      -   1.00000418  x   1.00022360  =   1.00022778
 BH2707
 BH2707:                Primary Azimuth Mark                     Grid Az
 BH2707:SPC MS E     -  JOURDAN RIVER LIGHT 3                    043 32 16.4
 BH2707:SPC LA S     -  JOURDAN RIVER LIGHT 3                    042 17 06.9
 BH2707:UTM  16      -  JOURDAN RIVER LIGHT 3                    044 27 52.3
 BH2707
 BH2707|---------------------------------------------------------------------|
 BH2707| PID    Reference Object                     Distance      Geod. Az  |
 BH2707|                                                           dddmmss.s |
 BH2707| BH2710 JOURDAN RIVER LIGHT 3               APPROX. 1.0 KM 0431657.2 |
 BH2707| BH2708 BSL 19 USE 1954                     453.145 METERS 1375418.8 |
 BH2707|---------------------------------------------------------------------|
 BH2707
 BH2707                          SUPERSEDED SURVEY CONTROL
 BH2707
 BH2707  NAD 83(1986)-  30 20 33.26585(N)    089 20 19.54587(W) AD(       ) 3
 BH2707  NAD 27      -  30 20 32.56800(N)    089 20 19.37200(W) AD(       ) 3
 BH2707
 BH2707.Superseded values are not recommended for survey control.
 BH2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2707.See file dsdata.txt to determine how the superseded data were derived.
 BH2707
 BH2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7518059065(NAD 83)
 BH2707_MARKER: DS = TRIANGULATION STATION DISK
 BH2707_SETTING: 0 = UNSPECIFIED SETTING
 BH2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2707
 BH2707  HISTORY     - Date     Condition        Report By
 BH2707  HISTORY     - 1954     MONUMENTED       USE
 BH2707  HISTORY     - 1972     GOOD             MSHD
 BH2707
 BH2707                          STATION DESCRIPTION
 BH2707
 BH2707'DESCRIBED BY US ENGINEERS 1954 (IRR)
 BH2707'THE STATION SITE IS LOCATED N-NW ALONG THE ROAD, THAT FOLLOWS CLOSELY
 BH2707'THE W SHORELINE OF ST. LOUIS BAY, APPROXIMATELY 2.0 MI. FROM ITS
 BH2707'INTERSECTION WITH U.S. HIGHWAY 90.  THE STATION DISK HAS BEEN
 BH2707'DESTROYED LEAVING ONLY A BRONZE SHAFT WITH A TRIANGLE STAMPED ON
 BH2707'ITS TOP.  THE SHAFT IS SET IN A DRILLED HOLE OF A CONCRETE-BOX
 BH2707'CULVERT THAT FORMS PART OF THE SEAWALL, 1486 FT. N-NW OF THE
 BH2707'CENTERLINE OF DUNBAR AVENUE.
 BH2707
 BH2707                          STATION RECOVERY (1972)
 BH2707
 BH2707'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2707'THE STATION WAS VISITED 8-11-72 AND WAS FOUND AS DESCRIBED IN 1954.
 BH2707'HURRICANE CAMILLE HIT THE AREA IN AUGUST OF 1969 BUT THE MARK
 BH2707'DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 BH2707'
 BH2707'THE STATION IS LOCATED 1.8 MILES NORTH OF THE
 BH2707'APPROXIMATE CENTER OF BAY ST. LOUIS IN THE NORTHEAST END OF A BOX
 BH2707'CULVERT ON LINE WITH THE SEAWALL.  IT IS 16 FEET NORTHEAST OF THE
 BH2707'CENTER OF BEACH BLVD., 3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 BH2707'NORTHEAST HEADWALL OF A CULVERT.  IT IS THE STEM OF A BRONZE DISK SET
 BH2707'IN A DRILL HOLE IN THE TOP OF A BOX CULVERT ON LINE WITH THE SEAWALL,
 BH2707'1486 FEET NORTH-NORTHWEST OF THE CENTER OF DUNBAR AVENUE.  IT IS
 BH2707'STAMPED BSL 20.
 BH2707'
 BH2707'TO REACH THE STATION FROM THE WEST END OF THE U.S. HIGHWAY 90 BRIDGE
 BH2707'OVER ST. LOUIS BAY AT BAY ST. LOUIS GO NORTH ON BEACH BLVD. FOR 2
 BH2707'MILES TO THE CULVERT AND THE MARK ON THE RIGHT.
 BH2707'
 BH2707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.8 MILES NORTH OF
 BH2707'BAY ST. LOUIS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2706 ***********************************************************************
 BH2706  DESIGNATION -  BSL 21 USE 1954
 BH2706  PID         -  BH2706
 BH2706  STATE/COUNTY-  MS/HANCOCK
 BH2706  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2706
 BH2706                         *CURRENT SURVEY CONTROL
 BH2706  ___________________________________________________________________
 BH2706* NAD 83(1993)-  30 20 34.78549(N)    089 20 49.27258(W)     ADJUSTED  
 BH2706* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2706  ___________________________________________________________________
 BH2706  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 BH2706  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BH2706  HORZ ORDER  -  THIRD
 BH2706
 BH2706.The horizontal coordinates were established by classical geodetic methods
 BH2706.and adjusted by the National Geodetic Survey in May 1994.
 BH2706
 BH2706.The orthometric height was scaled from a topographic map.
 BH2706
 BH2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2706
 BH2706.The geoid height was determined by GEOID03.
 BH2706
 BH2706;                    North         East     Units Scale Factor Converg.
 BH2706;SPC MS E     -    93,554.234   250,609.742   MT  0.99998008   -0 15 34.2
 BH2706;SPC MS E     -   306,935.85    822,208.80   sFT  0.99998008   -0 15 34.2
 BH2706;SPC LA S     -   205,941.947 1,190,969.119   MT  0.99994351   +0 59 35.5
 BH2706;SPC LA S     -   675,661.20  3,907,371.18   sFT  0.99994351   +0 59 35.5
 BH2706;UTM  16      - 3,359,128.277   274,386.708   MT  1.00022800   -1 11 10.2
 BH2706
 BH2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2706!SPC MS E     -   1.00000418  x   0.99998008  =   0.99998426
 BH2706!SPC LA S     -   1.00000418  x   0.99994351  =   0.99994769
 BH2706!UTM  16      -   1.00000418  x   1.00022800  =   1.00023218
 BH2706
 BH2706:                Primary Azimuth Mark                     Grid Az
 BH2706:SPC MS E     -  JOURDAN RIVER LIGHT 3                    065 23 00.5
 BH2706:SPC LA S     -  JOURDAN RIVER LIGHT 3                    064 07 50.8
 BH2706:UTM  16      -  JOURDAN RIVER LIGHT 3                    066 18 36.5
 BH2706
 BH2706|---------------------------------------------------------------------|
 BH2706| PID    Reference Object                     Distance      Geod. Az  |
 BH2706|                                                           dddmmss.s |
 BH2706| BH2710 JOURDAN RIVER LIGHT 3               APPROX. 1.6 KM 0650726.3 |
 BH2706| BH2714 JOURDAN RIVER DAY BCN 5             473.815 METERS 2561342.7 |
 BH2706|---------------------------------------------------------------------|
 BH2706
 BH2706                          SUPERSEDED SURVEY CONTROL
 BH2706
 BH2706  NAD 83(1986)-  30 20 34.79928(N)    089 20 49.26567(W) AD(       ) 3
 BH2706  NAD 27      -  30 20 34.10300(N)    089 20 49.08900(W) AD(       ) 3
 BH2706
 BH2706.Superseded values are not recommended for survey control.
 BH2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2706.See file dsdata.txt to determine how the superseded data were derived.
 BH2706
 BH2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7438759128(NAD 83)
 BH2706_MARKER: DE = TRAVERSE STATION DISK
 BH2706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH2706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2706
 BH2706  HISTORY     - Date     Condition        Report By
 BH2706  HISTORY     - 1954     MONUMENTED       USE
 BH2706  HISTORY     - 1958     GOOD             CGS
 BH2706  HISTORY     - 1972     GOOD             MSHD
 BH2706
 BH2706                          STATION DESCRIPTION
 BH2706
 BH2706'DESCRIBED BY US ENGINEERS 1954 (IRR)
 BH2706'THE STATION SITE IS LOCATED APPROXIMATELY 2.3 MI. N-NW ALONG THE
 BH2706'ROAD, THAT FOLLOWS CLOSELY THE W SHORELINE OF ST.  LOUIS BAY,
 BH2706'FROM ITS INTERSECTION WITH U.S. HIGHWAY 90.  THE STATION, A BRONZE
 BH2706'TRAVERSE DISK (U.S.E.), STAMPED BSL 1941, IS APPROXIMATELY 2890 FT.
 BH2706'E OF THE W END OF THE SEAWALL.  THE DISK IS SET IN A DRILLED HOLE
 BH2706'APPROXIMATELY 6 IN. S OF THE N TOP EDGE OF THE SEAWALL.
 BH2706
 BH2706                          STATION RECOVERY (1958)
 BH2706
 BH2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2706'STATION WAS RECOVERED AS DESCRIBED BY I.R.R. IN 1954
 BH2706
 BH2706                          STATION RECOVERY (1972)
 BH2706
 BH2706'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2706'THE STATION WAS VISITED 8-9-72 AND THE STATION WAS FOUND IN GOOD
 BH2706'CONDITION.
 BH2706'
 BH2706'THE STATION IS LOCATED 1.8 MILES NORTH-NORTHWEST OF BAY ST. LOUIS IN
 BH2706'THE SEAWALL, 2890 FEET EAST OF THE WEST END OF THE SEAWALL.  IT IS
 BH2706'17 FEET NORTH-NORTHWEST OF THE CENTER OF BEACH BLVD. 91.5 FEET WEST
 BH2706'OF A POWER POLE WITH A TRANSFORMER, 65 FEET NORTHEAST OF A POWER
 BH2706'POLE, 107.5 FEET WEST-NORTHWEST OF THE WEST CORNER OF A HOUSE BUILD
 BH2706'ON POLES, 0.45 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 BH2706'SEAWALL SET IN A DRILL HOLE IN THE TOP OF THE SEAWALL.  IT IS A
 BH2706'BRONZE TRAVERSE DISK STAMPED 1941 BSL 21.
 BH2706'
 BH2706'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS
 BH2706'BAY AT BAY ST. LOUIS GO NORTH AND WEST ALONG BEACH BLVD. FOR 2.5
 BH2706'MILES TO THE MARK ON THE RIGHT.
 BH2706'
 BH2706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.8 MILES
 BH2706'NORTH-NORTHWEST OF BAY ST. LOUIS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2712 ***********************************************************************
 BH2712  DESIGNATION -  BSL 22 USE 1954
 BH2712  PID         -  BH2712
 BH2712  STATE/COUNTY-  MS/HANCOCK
 BH2712  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2712
 BH2712                         *CURRENT SURVEY CONTROL
 BH2712  ___________________________________________________________________
 BH2712* NAD 83(1993)-  30 20 26.31865(N)    089 21 09.81663(W)     ADJUSTED  
 BH2712* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2712  ___________________________________________________________________
 BH2712  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 BH2712  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BH2712  HORZ ORDER  -  THIRD
 BH2712
 BH2712.The horizontal coordinates were established by classical geodetic methods
 BH2712.and adjusted by the National Geodetic Survey in May 1994.
 BH2712
 BH2712.The orthometric height was scaled from a topographic map.
 BH2712
 BH2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2712
 BH2712.The geoid height was determined by GEOID03.
 BH2712
 BH2712;                    North         East     Units Scale Factor Converg.
 BH2712;SPC MS E     -    93,296.014   250,059.852   MT  0.99998076   -0 15 44.5
 BH2712;SPC MS E     -   306,088.67    820,404.70   sFT  0.99998076   -0 15 44.5
 BH2712;SPC LA S     -   205,671.776 1,190,425.025   MT  0.99994326   +0 59 25.2
 BH2712;SPC LA S     -   674,774.82  3,905,586.10   sFT  0.99994326   +0 59 25.2
 BH2712;UTM  16      - 3,358,878.921   273,832.575   MT  1.00023109   -1 11 20.3
 BH2712
 BH2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2712!SPC MS E     -   1.00000417  x   0.99998076  =   0.99998493
 BH2712!SPC LA S     -   1.00000417  x   0.99994326  =   0.99994743
 BH2712!UTM  16      -   1.00000417  x   1.00023109  =   1.00023526
 BH2712
 BH2712|---------------------------------------------------------------------|
 BH2712| PID    Reference Object                     Distance      Geod. Az  |
 BH2712|                                                           dddmmss.s |
 BH2712| BH2714 JOURDAN RIVER DAY BCN 5             172.391 METERS 03054     |
 BH2712| BH2706 BSL 21 USE 1954                     APPROX. 0.6 KM 0643500.8 |
 BH2712|---------------------------------------------------------------------|
 BH2712
 BH2712                          SUPERSEDED SURVEY CONTROL
 BH2712
 BH2712  NAD 83(1986)-  30 20 26.33245(N)    089 21 09.80967(W) AD(       ) 3
 BH2712  NAD 27      -  30 20 25.63700(N)    089 21 09.63300(W) AD(       ) 3
 BH2712
 BH2712.Superseded values are not recommended for survey control.
 BH2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2712.See file dsdata.txt to determine how the superseded data were derived.
 BH2712
 BH2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7383358879(NAD 83)
 BH2712_MARKER: DE = TRAVERSE STATION DISK
 BH2712_SETTING: 0 = UNSPECIFIED SETTING
 BH2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2712
 BH2712  HISTORY     - Date     Condition        Report By
 BH2712  HISTORY     - 1954     MONUMENTED       USE
 BH2712  HISTORY     - 1958     GOOD             CGS
 BH2712  HISTORY     - 1972     GOOD             MSHD
 BH2712
 BH2712                          STATION DESCRIPTION
 BH2712
 BH2712'DESCRIBED BY US ENGINEERS 1954 (IRR)
 BH2712'THE STATION SITE IS LOCATED APPROXIMATELY 2.8 MI. N-NW ALONG THE
 BH2712'ROAD, THAT FOLLOWS CLOSELY THE W SHORELINE OF BAY ST.  LOUIS, FROM
 BH2712'ITS INTERSECTION WITH U.S. HIGHWAY 90.  THE STATION IS A BRONZE
 BH2712'TRAVERSE DISK, STAMPED BSL 22 1941, 900 FT.  E OF THE W END OF THE
 BH2712'SEAWALL.  THE DISK IS SET IN A DRILLED HOLE APPROXIMATELY 6 IN S OF
 BH2712'THE N TOP EDGE OF THE SEAWALL.
 BH2712
 BH2712                          STATION RECOVERY (1958)
 BH2712
 BH2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2712'STATION WAS RECOVERED AS DESCRIBED BY I.R.R. IN 1954.  THIS STATION
 BH2712'WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 BH2712
 BH2712                          STATION RECOVERY (1972)
 BH2712
 BH2712'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2712'THE STATION WAS VISITED 8-9-72 AND THE MARK WAS FOUND IN GOOD
 BH2712'CONDITION.
 BH2712'
 BH2712'THE STATION IS LOCATED 1.9 MILES NORTHWEST OF BAY ST. LOUIS IN THE
 BH2712'SEAWALL, 900 FEET EAST OF THE WEST END OF THE SEAWALL.  IT IS
 BH2712'17.5 FEET NORTHWEST OF THE CENTER OF BEACH BLVD. ABOUT 200 FEET SOUTH
 BH2712'OF A POLE OUT IN THE WATER WITH THE NO. 9 ON IT, 69.5 FEET
 BH2712'WEST-NORTHWEST OF A POWER POLE, 167 FEET NORTHEAST OF A POLE WHERE
 BH2712'THE WIRES CURVE, 0.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 BH2712'SEAWALL SET IN A DRILL HOLE IN THE TOP OF THE SEAWALL.  IT IS A USE
 BH2712'BRONZE DISK STAMPED 1941 BSL 22.
 BH2712'
 BH2712'TO REACH THE STATION
 BH2712'FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS
 BH2712'GO NORTH AND WEST ON BEACH BLVD. FOR 2.9 MILES TO THE MARK ON
 BH2712'THE RIGHT NEAR THE BEGINNING OF A CURVE.
 BH2712'
 BH2712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.9 MILES NORTHWEST
 BH2712'OF BAY ST. LOUIS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2236 ***********************************************************************
 BW2236  DESIGNATION -  BUCHANAN
 BW2236  PID         -  BW2236
 BW2236  STATE/COUNTY-  MS/MARION
 BW2236  USGS QUAD   -  DARBUN (1970)
 BW2236
 BW2236                         *CURRENT SURVEY CONTROL
 BW2236  ___________________________________________________________________
 BW2236* NAD 83(1993)-  31 21 03.34867(N)    090 00 24.86312(W)     ADJUSTED  
 BW2236* NAVD 88     -       133.55   (+/-2cm)     438.2    (feet)  VERTCON   
 BW2236  ___________________________________________________________________
 BW2236  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BW2236  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BW2236  HORZ ORDER  -  FIRST
 BW2236  VERT ORDER  -  THIRD ? (See Below)
 BW2236
 BW2236.The horizontal coordinates were established by classical geodetic methods
 BW2236.and adjusted by the National Geodetic Survey in May 1994.
 BW2236
 BW2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2236.The vertical order pertains to the NGVD 29 superseded value.
 BW2236
 BW2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2236
 BW2236.The geoid height was determined by GEOID03.
 BW2236
 BW2236;                    North         East     Units Scale Factor Converg.
 BW2236;SPC MS W     -   205,229.322   731,058.936   MT  0.99996189   +0 10 11.4
 BW2236;SPC MS W     -   673,323.20  2,398,482.53   sFT  0.99996189   +0 10 11.4
 BW2236;UTM  15      - 3,472,366.628   784,746.935   MT  1.00060020   +1 33 29.8
 BW2236;UTM  16      - 3,472,402.474   213,938.429   MT  1.00060946   -1 33 55.8
 BW2236
 BW2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2236!SPC MS W     -   0.99998319  x   0.99996189  =   0.99994508
 BW2236!UTM  15      -   0.99998319  x   1.00060020  =   1.00058338
 BW2236!UTM  16      -   0.99998319  x   1.00060946  =   1.00059264
 BW2236
 BW2236|---------------------------------------------------------------------|
 BW2236| PID    Reference Object                     Distance      Geod. Az  |
 BW2236|                                                           dddmmss.s |
 BW2236| CY3911 BUCHANAN RM 2                        41.031 METERS 05807     |
 BW2236| CY3909 BUCHANAN AZ MK                                     0861319.7 |
 BW2236| BV1698 COLUMBIA RELIANCE MFG CO TANK       APPROX.19.4 KM 1232832.5 |
 BW2236| CY3912 BUCHANAN RM 3                        31.318 METERS 18001     |
 BW2236| BW2238 TOLER                               APPROX.13.4 KM 2753801.4 |
 BW2236| CY3913 BUCHANAN RM 4                        37.911 METERS 28722     |
 BW2236| BW2244 NEW ORLEANS ST LOUIS AWY BCN 9      APPROX.14.0 KM 3031059.7 |
 BW2236| CY3910 BUCHANAN RM 1                        32.903 METERS 31429     |
 BW2236|---------------------------------------------------------------------|
 BW2236
 BW2236                          SUPERSEDED SURVEY CONTROL
 BW2236
 BW2236  NAD 83(1993)-  31 21 03.36339(N)    090 00 24.86237(W) AD(       ) 1
 BW2236  NAD 83(1986)-  31 21 03.36345(N)    090 00 24.86067(W) AD(       ) 1
 BW2236  NAD 27      -  31 21 02.73500(N)    090 00 24.55500(W) AD(       ) 1
 BW2236  NGVD 29 (07/19/86)  133.57   (m)          438.2    (f) LEVELING    3  
 BW2236
 BW2236.Superseded values are not recommended for survey control.
 BW2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2236.See file dsdata.txt to determine how the superseded data were derived.
 BW2236
 BW2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8474772367(NAD 83)
 BW2236_MARKER: DS = TRIANGULATION STATION DISK
 BW2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2236
 BW2236  HISTORY     - Date     Condition        Report By
 BW2236  HISTORY     - 1934     MONUMENTED       CGS
 BW2236  HISTORY     - 1940     GOOD             CITGO
 BW2236  HISTORY     - 1946     GOOD             CGS
 BW2236  HISTORY     - 1947     SEE DESCRIPTION  CGS
 BW2236  HISTORY     - 1955     GOOD             CGS
 BW2236  HISTORY     - 1969     GOOD             CGS
 BW2236
 BW2236                          STATION DESCRIPTION
 BW2236
 BW2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BW2236'STATION IS ABOUT 12 MILES NW OF COLUMBIA, 3 MILES W OF PEARL
 BW2236'RIVER, 2 MILES E OF THE MARION-LAWRENCE COUNTY LINE, IN THE
 BW2236'NE CORNER OF SECTION 5, T. 4, R. 12, ON THE PROPERTY OF MRS.
 BW2236'MAUDIE ROGERS (A PORTION OF THE OLD BUCHANAN ESTATE).
 BW2236'
 BW2236'TO REACH FROM THE POST OFFICE IN COLUMBIA, GO S AND W ON ROUTE
 BW2236'24 FOR 3.45 MILES TO A T-ROAD RIGHT, IN FOXWORTH, JUST W OF
 BW2236'RAILROAD TRACKS.  TURN RIGHT ON THIS ROAD (THE COLUMBIA-MONTICELLO
 BW2236'ROAD), AND FOLLOW IT 6.8 MILES TO RAILROAD DEPOT AND TRACKS
 BW2236'IN MORGANTOWN.  CONTINUE W 0.25 MILE TO FORKS, TAKE THE RIGHT
 BW2236'FORK AND FOLLOW MAIN ROAD (KEEPING TO THE LEFT ABOUT 1 MILE
 BW2236'N OF TOWN) 4.3 MILES TO A FORKS.  TAKE THE LEFT FORK OFF MAIN
 BW2236'ROAD AND GO 0.65 MILE TO A FORKS JUST BEYOND FARMHOUSE.  TAKE
 BW2236'THE RIGHT FORK (MAIN ROAD) AND GO 0.3 MILE TO A FORKS, TAKE
 BW2236'THE RIGHT FORK (MAIN ROAD) AND GO 0.3 MILE TO ANOTHER FORK.
 BW2236'TAKE THE LEFT FORK AND GO 0.3 MILE TO A Y-INTERSECTION,
 BW2236'CONTINUE 0.1 MILE AND TAKE RIGHT FORK (OFF MAIN ROAD) AND GO
 BW2236'0.85 MILE TO ROGERS FARMHOUSE AND STATION.
 BW2236'
 BW2236'STATION IS 51 FEET ESE OF THE NE CORNER OF A ROOM THAT PROJECTS
 BW2236'FROM THE REST OF THE HOUSE, 12 FEET W OF A WOODEN FENCE, AND
 BW2236'60 FEET S OF THE CENTER LINE OF THE SUMMIT ROAD.
 BW2236'
 BW2236'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 BW2236'CONCRETE.
 BW2236'
 BW2236'REFERENCE MARK 1 IS NW OF STATION, ON N EDGE OF SUMMIT ROAD,
 BW2236'AND 20 FEET SE OF AN 18-INCH OAK TREE.  12 FEET N OF THE CENTER
 BW2236'LINE OF SUMMIT ROAD, AND 6 IN. S OF FENCE LINE.
 BW2236'
 BW2236'BOTH REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 BW2236'
 BW2236'AZIMUTH MARK IS SE OF STATION, ON W SIDE OF CLEARED FIELD,
 BW2236'15 FEET ENE OF CENTER LINE OF SUMMIT ROAD, AND 45 FEET S OF
 BW2236'A 16-INCH OAK TREE.  AZIMUTH MARK IS A BRONZE AZIMUTH DISK
 BW2236'SET IN CONCRETE.
 BW2236'
 BW2236'A 77-FOOT TOWER IS REQUIRED.
 BW2236'
 BW2236'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2236
 BW2236                          STATION RECOVERY (1940)
 BW2236
 BW2236'RECOVERY NOTE BY CITIES SERVICE COMPANY 1940
 BW2236'STATION RECOVERED BY CITIES SERVICE OIL CO.
 BW2236'
 BW2236'ORIGINAL DESCRIPTION STILL VERY GOOD.
 BW2236
 BW2236                          STATION RECOVERY (1946)
 BW2236
 BW2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2236'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WITH THE
 BW2236'EXCEPTION OF REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 BW2236'
 BW2236'REFERENCE MARK 1 WAS HIT WITH A ROAD GRADER AND KNOCKED OVER
 BW2236'TO A 45-DEGREE ANGLE.  THE DISK WAS DAMAGED SO THAT NO NAME
 BW2236'IS LEGIBLE.
 BW2236'
 BW2236'THE DISTANCES TO REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 BW2236'FOUND CORRECT.
 BW2236'
 BW2236'UNDERGROUND, SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BW2236'DISKS SET IN CONCRETE.
 BW2236'
 BW2236'A COMPLETE DESCRIPTION FOLLOWS.
 BW2236'
 BW2236'THE STATION IS LOCATED ABOUT 12 MILES NW OF THE TOWN OF COLUMBIA,
 BW2236'3 MILES W OF PEARL RIVER, 2 MILES E OF THE MARION-LAWRENCE
 BW2236'COUNTY LINE, ON LAND OWNED BY A MR. W.E. THORNHILL, 60 FEET
 BW2236'S OF THE APPROXIMATE CENTER OF A DIRT ROAD, 50 FEET SE OF THE
 BW2236'NE CORNER OF A FARMHOUSE, AND 12 FEET W OF A WOOD FENCE.
 BW2236'IT IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED BUCHANAN
 BW2236'1934, AND PROJECTS 4 INCHES.
 BW2236'
 BW2236'REFERENCE MARK 2 IS 134.62 FEET NE OF THE STATION, 12 FEET
 BW2236'N OF THE APPROXIMATE CENTER OF A DIRT ROAD, 1 FOOT S OF A FENCE,
 BW2236'AND AT THE S EDGE OF A CORNFIELD.  IT IS A BRONZE REFERENCE
 BW2236'DISK SET IN CONCRETE, STAMPED BUCHANAN NO 1 1934, AND PROJECTS
 BW2236'8 INCHES.
 BW2236'
 BW2236'REFERENCE MARK 3 IS 102.75 FEET S OF THE STATION, 30 FEET
 BW2236'SW OF THE SW CORNER OF A BARN, AND 1 FOOT N OF A WOOD FENCE.
 BW2236'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED BUCHANAN
 BW2236'NO 3 1946, AND PROJECTS 3 INCHES.
 BW2236'
 BW2236'THE AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 13 FEET N OF
 BW2236'THE APPROXIMATE CENTER OF A DIRT ROAD, AND 2 FEET S OF A FENCE
 BW2236'LINE.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED
 BW2236'BUCHANAN 1934, AND PROJECTS 6 INCHES.
 BW2236'
 BW2236'TO REACH THE STATION FROM THE WEST COLUMBIA RAILROAD STATION
 BW2236'IN FOXWORTH, GO N ON THE MAIN TRAVELED ROAD ON THE W SIDE
 BW2236'OF THE RAILROAD TRACKS FOR 6.9 MILES TO THE RAILROAD STATION
 BW2236'IN MORGANTOWN, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORKS,
 BW2236'TAKE RIGHT FORK FOR 1 MILE TO A FORK, TAKE LEFT FORK AND GO 3.6
 BW2236'MILES TO A FORK, TAKE LEFT FORK LEAVING MAIN TRAVELED ROAD
 BW2236'AND GO 1.1 MILES TO A FORK, TAKE LEFT FORK FOR 0.4 MILE TO A
 BW2236'FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO AZIMUTH MARK ON
 BW2236'RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 BW2236'TO STATION ON LEFT AS DESCRIBED.
 BW2236
 BW2236                          STATION RECOVERY (1947)
 BW2236
 BW2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2236'THE STATION WAS RECOVERED AS DESCRIBED BY W.J.C. IN 1946
 BW2236'WITH THE EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO. 3.
 BW2236'A NEW DESCRIPTION FOLLOWS.
 BW2236'
 BW2236'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF THE CITY
 BW2236'OF COLUMBIA, 3 MILES WEST OF THE PEARL RIVER, 2 MILES EAST
 BW2236'OF THE MARION - LAWRENCE COUNTY LINE, AND ON LAND OWNED
 BW2236'BY W.E. THORNHILL.  IT IS 60 FEET SOUTH OF THE APPROXIMATE
 BW2236'CENTERLINE OF A GRADED ROAD, 50 FEET SOUTHEAST OF THE NORTHEAST
 BW2236'CORNER OF THE THORNHILL FARM HOUSE, AND 12 FEET WEST OF A BOARD
 BW2236'FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2236'BUCHANAN 1934.
 BW2236'
 BW2236'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION, 12 FEET
 BW2236'NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, 1
 BW2236'FOOT SOUTH OF A FENCE LINE, AND ON THE SOUTHERN EDGE OF A
 BW2236'CULTIVATED FIELD.  THE MARK PROJECTS 8 INCHES, AND THE DISK
 BW2236'IS STAMPED BUCHANAN NO 2 1934.
 BW2236'
 BW2236'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 30 FEET SOUTHWEST
 BW2236'OF THE SOUTHWEST CORNER OF A BARN, AND 1 FOOT NORTH OF A BOARD
 BW2236'FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BW2236'BUCHANAN NO 3 1946.
 BW2236'
 BW2236'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 13 FEET
 BW2236'NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, AND
 BW2236'2 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES,
 BW2236'AND THE DISK IS STAMPED BUCHANAN AZI 1934.
 BW2236'
 BW2236'THE 1946 DESCRIPTION TO REACH THE STATION FROM COLUMBIA IS
 BW2236'ADEQUATE AND CORRECT.
 BW2236'
 BW2236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 BW2236'GRADED DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 BW2236'LEFT.
 BW2236'
 BW2236'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2236
 BW2236                          STATION RECOVERY (1955)
 BW2236
 BW2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2236'THE STATION WAS VISITED 7-12-55 AND THE STATION MARK, AZIMUTH
 BW2236'MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 BW2236'FOUND IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND DISTURBED
 BW2236'BUT WAS LEFT AS FOUND.
 BW2236'
 BW2236'A NEW DESCRIPTION FOLLOWS--
 BW2236'
 BW2236'THE STATION IS LOCATED 12 MILES NORTH OF COLUMBIA AND 3 MILES
 BW2236'WEST OF PEARL RIVER, IN A SMALL FARM LOT EAST OF A HOUSE
 BW2236'OWNED BY MR. W.E. THORNHILL, 64 FEET SOUTH OF THE CENTER OF A
 BW2236'DIRT ROAD, 56 FEET EAST OF THE NORTHEAST CORNER OF A FARM
 BW2236'HOUSE, 45 FEET SOUTHEAST OF A POWER POLE SUPPORTING THE
 BW2236'WIRES FOR THE HOUSE, 70 FEET NORTHWEST OF THE NORTHWEST CORNER
 BW2236'OF A FEED SHED AND 19 FEET SOUTH OF THE WEST POST OF A GATE
 BW2236'IN THE NORTH FENCE OF THE FARM YARD.  IT IS A STANDARD DISK,
 BW2236'STAMPED BUCHANAN 1934, PROJECTING 8 INCHES.
 BW2236'
 BW2236'REFERENCE MARK NO. 2 IS 134.62 FEET NORTHEAST OF THE STATION,
 BW2236'17 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 2 FEET SOUTH
 BW2236'OF A FENCE LINE AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 BW2236'IT IS A STANDARD DISK, STAMPED BUCHANAN NO 2 1934, PROJECTING
 BW2236'8 INCHES.
 BW2236'
 BW2236'REFERENCE MARK NO. 3 IS 102.75 FEET SOUTH OF THE STATION,
 BW2236'22 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FEED
 BW2236'SHED AND 1 FOOT WEST OF THE WEST POST OF A BOARD GATE.  IT
 BW2236'IS A STANDARD DISK, STAMPED BUCHANAN NO 3 1946, PROJECTING
 BW2236'6 INCHES.
 BW2236'
 BW2236'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, JUST EAST OF A
 BW2236'SMALL HOUSE WITH IMITATION BRICK SIDING, 56 FEET EAST-SOUTHEAST
 BW2236'OF A POWER POLE SUPPORTING THE WIREING FOR THE HOUSE, 15
 BW2236'FEET NORTH OF THE CENTER OF THE ROAD AND 2 FEET SOUTH OF A
 BW2236'FENCE LINE.  IT IS A STANDARD DISK, STAMPED BUCHANAN AZI 1934,
 BW2236'PROJECTING 6 INCHES.
 BW2236'
 BW2236'TO REACH THE STATION FROM THE POST OFFICE IN FOXWORTH GO NORTH
 BW2236'ON STATE HIGHWAY 587 FOR 0.1 MILE TO A FORK, TAKE RIGHT FORKAND
 BW2236'GO 6.7 MILES TO THE RAILROAD STATION AND POST OFFICE IN
 BW2236'MORGANTOWN, CROSS TRACKS AND GO 0.2 MILES TO A FORK, TAKE RIGHT
 BW2236'FORK AND GO 4.15 MILE TO A FORK, TAKE LEFT FORK AND GO 1.5
 BW2236'MILES TO A FORK, TAKE RIGHT FORK AND GO 0.6 MILE TO THE AZIMUTH
 BW2236'MARK ON THE RIGHT, CONTINUE FOR 0.3 MILE TO THE STATION ON
 BW2236'THE LEFT.
 BW2236
 BW2236                          STATION RECOVERY (1969)
 BW2236
 BW2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (MAH)
 BW2236'THE STATION WAS VISITED 6-13-69 AND THE STATION AND REFERENCE
 BW2236'MARK NO. 3 WERE FOUND IN GOOD CONDITION, THE AZIMUTH MARK AND
 BW2236'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND DESTROYED AND THE
 BW2236'DISKS RECLAIMED.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS
 BW2236'DATE.  NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A NEW
 BW2236'DESCRIPTION FOLLOWS--
 BW2236'
 BW2236'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF COLUMBIA AND
 BW2236'3 MILES EAST OF THE PEARL RIVER IN A SMALL FARM LOT AT THE
 BW2236'EAST SIDE OF AN UNPAINTED HOUSE.  IT IS 63 FEET ESE OF THE CENTER
 BW2236'OF THE GRAVELED ROAD, 25 FEET SSE OF THE FENCE LINE, 56 FEET
 BW2236'NE OF THE NE CORNER OF THE HOUSE, 45 FEET SE OF THE POWER POLE
 BW2236'SUPPORTING THE WIRES LEADING TO THE HOUSE, 70 FEET NW OF THE
 BW2236'NORTHWEST CORNER OF A FEED SHED, 30.5 FEET SE OF THE NW FENCE
 BW2236'CORNER OF THE PASTURE LOT.  IT IS A TRIANGULATION STATION
 BW2236'DISK STAMPED BUCKANAN 1934, PROJECTING 8 INCHES.
 BW2236'
 BW2236'REFERENCE MARK NO. 3 IS 102.75 FEET SOUTH OF THE STATION.
 BW2236'IT IS 1 FOOT WEST OF THE WEST GATE POST OF A BOARD GATE,
 BW2236'69 FEET EAST OF A 3-FOOT OAK TREE, 166 FEET SOUTH OF THE CENTER
 BW2236'OF THE ROAD, 22 FEET WEST OF THE SOUTHWEST CORNER OF THE FEED
 BW2236'SHED AND 1 FOOT NORTH OF A METAL WITNESS POST AND A FENCE
 BW2236'LINE.  IT IS A REFERENCE MARK DISK, STAMPED BUCKANAN NO 3 1946,
 BW2236'PROJECTING 6 INCHES.
 BW2236'
 BW2236'REFERENCE MARK NO. 4 IS 124.38 FEET WEST OF THE STATION.
 BW2236'IT IS 29 FEET SOUTH OF THE CENTER OF THE ROAD, 45 FEET NW
 BW2236'OF THE NW CORNER OF THE BRICK CHIMNEY OF THE HOUSE, 24 FEET
 BW2236'NORTH OF A 2-FOOT OAK TREE (THE NORTH ON OF THREE TREES IN A
 BW2236'ROW) 1 FOOT NW OF A FENCE T CORNER AND 1 FOOT NORTH OF A METAL
 BW2236'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BUCKANAN
 BW2236'1934 NO. 4 1969, PROJECTING 2 INCHES.
 BW2236'
 BW2236'TO REACH THE STATION FORM THE POST OFFICE IN FOXWORTH GO
 BW2236'NORTH ON STATE HIGHWAY 587 FOR 0.15 MILE TO A FORK, TAKE RIGHT
 BW2236'FORK AND GO NORTHEAST AND NORTH FOR 6.7 MILE TO THE RAILROAD
 BW2236'CROSSING IN MORGANTOWN, CONTINUENORTHWEST FOR 0.2 MILE TO A
 BW2236'FORK, TAKE RIGHT FORK AND GO 4.2 MILES TO A FORK, TAKE LEFT
 BW2236'FORK AND GO 1.5 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.9
 BW2236'MILES TO THE STATION ON THE RIGHT.
 BW2236'
 BW2236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 BW2236'N OF COLUMBIA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2374 ***********************************************************************
 BW2374  DESIGNATION -  BUCK
 BW2374  PID         -  BW2374
 BW2374  STATE/COUNTY-  MS/CLAIBORNE
 BW2374  USGS QUAD   -  MC BRIDE (1963)
 BW2374
 BW2374                         *CURRENT SURVEY CONTROL
 BW2374  ___________________________________________________________________
 BW2374* NAD 83(1993)-  31 51 23.37305(N)    090 46 05.69927(W)     ADJUSTED  
 BW2374* NAVD 88     -       120.83   (+/-2cm)     396.4    (feet)  VERTCON   
 BW2374  ___________________________________________________________________
 BW2374  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BW2374  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2374  HORZ ORDER  -  THIRD
 BW2374  VERT ORDER  -  THIRD ? (See Below)
 BW2374
 BW2374.The horizontal coordinates were established by classical geodetic methods
 BW2374.and adjusted by the National Geodetic Survey in May 1994.
 BW2374
 BW2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2374.The vertical order pertains to the NGVD 29 superseded value.
 BW2374
 BW2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2374
 BW2374.The geoid height was determined by GEOID03.
 BW2374
 BW2374;                    North         East     Units Scale Factor Converg.
 BW2374;SPC MS W     -   261,319.637   658,841.378   MT  0.99997088   -0 13 46.4
 BW2374;SPC MS W     -   857,346.18  2,161,548.75   sFT  0.99997088   -0 13 46.4
 BW2374;UTM  15      - 3,526,700.293   711,152.232   MT  1.00014990   +1 10 42.0
 BW2374
 BW2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2374!SPC MS W     -   0.99998511  x   0.99997088  =   0.99995600
 BW2374!UTM  15      -   0.99998511  x   1.00014990  =   1.00013501
 BW2374
 BW2374|---------------------------------------------------------------------|
 BW2374| PID    Reference Object                     Distance      Geod. Az  |
 BW2374|                                                           dddmmss.s |
 BW2374| CY3916 BUCK RM 2                            19.419 METERS 02326     |
 BW2374| CY3915 BUCK RM 1                            24.136 METERS 10626     |
 BW2374| CY3914 BUCK AZ MK                                         3170034.7 |
 BW2374| BW2371 HERMANVILLE                         APPROX.11.0 KM 3362404.1 |
 BW2374|---------------------------------------------------------------------|
 BW2374
 BW2374                          SUPERSEDED SURVEY CONTROL
 BW2374
 BW2374  NAD 83(1986)-  31 51 23.38718(N)    090 46 05.69560(W) AD(       ) 3
 BW2374  NAD 27      -  31 51 22.80900(N)    090 46 05.33400(W) AD(       ) 3
 BW2374  NGVD 29 (07/19/86)  120.84   (m)          396.5    (f) LEVELING    3  
 BW2374
 BW2374.Superseded values are not recommended for survey control.
 BW2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2374.See file dsdata.txt to determine how the superseded data were derived.
 BW2374
 BW2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1115226700(NAD 83)
 BW2374_MARKER: DS = TRIANGULATION STATION DISK
 BW2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2374+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BW2374
 BW2374  HISTORY     - Date     Condition        Report By
 BW2374  HISTORY     - 1948     MONUMENTED       CGS
 BW2374  HISTORY     - 1956     GOOD             CGS
 BW2374  HISTORY     - 1970     POOR             NGS
 BW2374  HISTORY     - 20050129 GOOD             MSSU
 BW2374
 BW2374                          STATION DESCRIPTION
 BW2374
 BW2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2374'THE STATION IS LOCATED ABOUT 22 MILES WEST OF HAZLEHURST AND
 BW2374'8 MILES SOUTH-SOUTHEAST OF HERMANVILLE NEAR THE SUMMIT OF A
 BW2374'TIMBERED HILL.  IT IS ABOUT 10 FEET LOWER AND ABOUT 125 FEET
 BW2374'EAST OF THE EAST EDGE OF A GRAVEL PIT, 22 FEET EAST OF A
 BW2374'TRIANGULAR BLAZED 18-INCH OAK TREE, 14 FEET EAST OF THE CENTER
 BW2374'OF A WOODS ROAD AND 6 FEET NORTH-NORTHWEST OF A WHITE REFERENCE
 BW2374'POST.  IT IS STAMPED BUCK 1948 AND PROJECTS 4 INCHES.
 BW2374'
 BW2374'REFERENCE MARK NO. 1 IS 79.33 FEET EAST-SOUTHEAST OF THE STATION,
 BW2374'37 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD AND 7 FEET
 BW2374'NORTHEAST OF THE CENTER OF ANOTHER WOODS ROAD.  IT IS STAMPED
 BW2374'BUCK NO 1 1948 AND PROJECTS 7 INCHES.
 BW2374'
 BW2374'REFERENCE MARK NO. 2 IS 63.68 FEET NORTH-NORTHEAST OF THE
 BW2374'STATION AND 30 FEET EAST OF THE CENTER OF A WOODS ROAD.  IT
 BW2374'IS STAMPED BUCK NO 2 1948 AND PROJECTS 7 INCHES.
 BW2374'
 BW2374'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTH-NORTHWEST
 BW2374'OF THE STATION, 0.2 MILE WEST-NORTHWEST OF A Y-INTERSECTION,
 BW2374'16 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET
 BW2374'SOUTH OF A WHITE REFERENCE POST.  IT IS STAMPED BUCK 1948 AND
 BW2374'PROJECTS 8 INCHES.
 BW2374'
 BW2374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BW2374'NO. 51 AND STATE HIGHWAY NO. 20 IN HAZLEHURST, GO SOUTHWESTERLY
 BW2374'ON STATE HIGHWAY NO. 20 FOR 9.0 MILES TO A FORK AT AN OLD
 BW2374'STORE.  THEN RIGHT, WESTERLY, FOR 8.5 MILES TO THE BARLOW
 BW2374'POST OFFICE ON THE LEFT.  CONTINUE WESTERLY FOR 1 MILE TO
 BW2374'A FORK.  THEN RIGHT FOR 1.4 MILES TO A FORK.  THEN RIGHT,
 BW2374'NORTHERLY, FOR 0.9 MILE TO A LARGE WHITE HOUSE ON THE RIGHT.
 BW2374'FOLLOW THE MAIN TRAVELED, WESTERLY, FOR 3.8 MILES TO A STEEL
 BW2374'BRIDGE.  CROSS THE BRIDGE, CONTINUE WESTERLY ON THE MAIN
 BW2374'TRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD ON THE RIGHT.
 BW2374'THEN RIGHT FOR 0.3 MILE TO AN INVERTED Y-INTERSECTION*.  TURN
 BW2374'SHARP LEFT, EASTERLY, FOR 0.6 MILE TO A DIM WOODS ROAD
 BW2374'ON THE LEFT.  THEN LEFT, NORTHERLY, FOR 0.05 MILE TO THE
 BW2374'STATION ON THE RIGHT.
 BW2374'
 BW2374'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WESTERLY
 BW2374'FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BW2374'
 BW2374'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BW2374
 BW2374                          STATION RECOVERY (1956)
 BW2374
 BW2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2374'THE STATION WAS VISITED 5-19-56 AND THE STATION MARK AND
 BW2374'REFERENCE MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BW2374'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BW2374'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE WITH A NEW TO
 BW2374'REACH WHICH FOLLOWS--
 BW2374'
 BW2374'TO REACH THE STATION FROM THE INTERSECTION OF THE ILLINOIS
 BW2374'CENTRAL RAILROAD AND STATE HIGHWAY 547 IN PATTISON, GO EAST
 BW2374'ON STATE HIGHWAY 547 FOR 11.2 MILES TO A SIDE ROAD LEFT
 BW2374'AT A CURVE, TURN LEFT AND GO NORTH, 1.5 MILES TO A T-INTERSECTION
 BW2374'AND A CATTLE GUARD, TURN LEFT AND GO 1.25 MILES TO A SIDE
 BW2374'ROAD RIGHT, KEEP LEFT AND GO 0.3 MILES TO A SIDE ROAD LEFT,
 BW2374'TURN SHARP LEFT AND GO 0.6 MILE TO THE TOP OF THE HILL TO A
 BW2374'TRACK ROAD LEFT AT A WIRE GATE, JUST AFTER PASSING A GRAVEL
 BW2374'PIT ON THE LEFT, TURN LEFT ON TRACK ROAD AND GO UPHILL FOR
 BW2374'0.05 MILE TO THE STATION ON THE RIGHT.
 BW2374
 BW2374                          STATION RECOVERY (1970)
 BW2374
 BW2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2374'THE STATION WAS VISITED 9-22-70 AND THE STATION WAS FOUND
 BW2374'WITH ABOUT 2 INCHES OF THE SURFACE MARK BROKEN OFF.  A DISK
 BW2374'WAS SET IN THE REMAINDER OF THE MONUMENT IN ITS ORIGINAL
 BW2374'POSITION.  REFERENCE MARKS NO 1 AND NO. 2 WERE FOUND IN GOOD
 BW2374'CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED PRIOR
 BW2374'TO THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BW2374'
 BW2374'THE STATION IS LOCATED ABOUT 22 MILES WEST OF HAZELHURST, 8
 BW2374'MILES SOUTH-SOUTHWEST OF HERMANVILLE, AND ABOUT 16.5 MILE
 BW2374'EAST-SOUTHEAST OF PORT GIBSON, IN THE NORTHWEST 1/4 OF SEC.
 BW2374'13, T 10 N, R 4 E, ON PROPERTY OWNED BY MR. M.W. KULHARY,
 BW2374'ON THE TOP OF A SMALL HILL OF CUT OVER TIMBER.  IT IS 12 FEET
 BW2374'EAST OF THE CENTER OF A TRACK ROAD, 92.5 FEET NORTHEAST OF A
 BW2374'10-INCH OAK TREE, 107 FEET NORTHWEST OF A 9-INCH OAK TREE, AND
 BW2374'1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A
 BW2374'TRIANGULATION STATION DISK, STAMPED BUCK 1948 1970,
 BW2374'FLUSH WITH THE GROUND.
 BW2374'
 BW2374'REFERENCE MARK NO. 1 IS 79.19 FEET EAST OF THE STATION, 91
 BW2374'FEET EAST OF THE CENTER OF THE TRACK ROAD, 6 FEET NORTH OF
 BW2374'AN ABANDONED WOODS ROAD, AND 1 FOOT NORTH OF A METAL WITNESS
 BW2374'POST.  IT IS A REFERENCE MARK DISK, STAMPED BUCK NO 1 1948,
 BW2374'PROJECTING 8 INCHES.
 BW2374'
 BW2374'REFERENCE MARK NO. 2 IS 63.71 FEET NORTH-NORTHEAST OF THE
 BW2374'STATION.  IT IS 44 FEET EAST OF THE CENTER OF A TRACK ROAD
 BW2374'AND 2 FEET EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 BW2374'MARK DISK, STAMPED BUCK NO 2 1948, PROJECTING 6 INCHES.
 BW2374'
 BW2374'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 BW2374'
 BW2374'TO REACH THE STATION FROM THE POST OFFICE IN PORT GIBSON GO
 BW2374'EAST ON ORANGE STREET FOR 0.1 MILE TO U.S. HIGHWAY 61, TURN
 BW2374'RIGHT AND GO SOUTH ON U.S. HIGHWAY 61 FOR 1.0 MILE TO THE
 BW2374'JUNCTION WITH STATE HIGHWAY 547, TURN LEFT AND GO EAST ON
 BW2374'STATE HIGHWAY 547 FOR 7.1 MILES TO A CROSS ROAD IN PATTISON,
 BW2374'TURN RIGHT AND CONTINUE SOUTHWEST AND SOUTHEAST ON STATE
 BW2374'HIGHWAY 547 FOR 7.7 MILES TO A SIDE ROAD LEFT, JUST BEYOND
 BW2374'THE CREST OF A HILL, TURN LEFT AND GO NORTHEAST FOR 1.65
 BW2374'MILE TO A TRACK ROAD RIGHT, UPHILL.  FROM THIS POINT WALK
 BW2374'UPHILL FOR ABOUT 75 YARDS TO THE STATION ON THE RIGHT AT THE
 BW2374'TOP OF THE HILL.
 BW2374'
 BW2374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BW2374'SSW OF HERMANVILLE
 BW2374
 BW2374                          STATION RECOVERY (2005)
 BW2374
 BW2374'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (MWS)
 BW2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2008 ***********************************************************************
 DJ2008  DESIGNATION -  BUCK
 DJ2008  PID         -  DJ2008
 DJ2008  STATE/COUNTY-  MS/ATTALA
 DJ2008  USGS QUAD   -  DURANT (1982)
 DJ2008
 DJ2008                         *CURRENT SURVEY CONTROL
 DJ2008  ___________________________________________________________________
 DJ2008* NAD 83(1993)-  33 05 51.05497(N)    089 46 43.30058(W)     ADJUSTED  
 DJ2008* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 DJ2008  ___________________________________________________________________
 DJ2008  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DJ2008  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DJ2008  HORZ ORDER  -  FIRST
 DJ2008
 DJ2008.The horizontal coordinates were established by classical geodetic methods
 DJ2008.and adjusted by the National Geodetic Survey in May 1994.
 DJ2008
 DJ2008.The orthometric height was scaled from a topographic map.
 DJ2008
 DJ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2008
 DJ2008.The geoid height was determined by GEOID03.
 DJ2008
 DJ2008;                    North         East     Units Scale Factor Converg.
 DJ2008;SPC MS E     -   399,251.356   211,753.048   MT  1.00004598   -0 30 58.5
 DJ2008;SPC MS E     - 1,309,877.16    694,726.46   sFT  1.00004598   -0 30 58.5
 DJ2008;SPC MS W     -   398,990.627   751,773.418   MT  0.99998304   +0 18 10.4
 DJ2008;SPC MS W     - 1,309,021.75  2,466,443.29   sFT  0.99998304   +0 18 10.4
 DJ2008;UTM  16      - 3,665,533.094   240,670.502   MT  1.00042928   -1 31 05.5
 DJ2008
 DJ2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2008!SPC MS E     -   0.99998290  x   1.00004598  =   1.00002888
 DJ2008!SPC MS W     -   0.99998290  x   0.99998304  =   0.99996594
 DJ2008!UTM  16      -   0.99998290  x   1.00042928  =   1.00041217
 DJ2008
 DJ2008|---------------------------------------------------------------------|
 DJ2008| PID    Reference Object                     Distance      Geod. Az  |
 DJ2008|                                                           dddmmss.s |
 DJ2008| CF9995 BUCK RM 2                            30.270 METERS 00022     |
 DJ2008| DJ1981 VAIDEN MUNICIPAL TANK               APPROX.26.0 KM 0065859.0 |
 DJ2008| DJ2001 KOSCIUSKO CTHSE CLOCK TOWER         APPROX.18.1 KM 1035345.8 |
 DJ2008| DJ1996 KOSCIUSKO MUNICIPAL TANK            APPROX.18.0 KM 1040206.5 |
 DJ2008| CF9993 BUCK AZ MK                                         1214512.7 |
 DJ2008| CO1444 DONALD                              APPROX.14.7 KM 1841748.7 |
 DJ2008| CP2513 SOUTHERN NATL GAS CO RAD MAST       APPROX.33.8 KM 2223856.2 |
 DJ2008| CP2507 TEXAS E TRANSM CORP MICROWAVE       APPROX.30.5 KM 2280031.9 |
 DJ2008| CF9994 BUCK RM 1                            39.429 METERS 23852     |
 DJ2008| DJ2007 DURANT MUNICIPAL TANK               APPROX. 7.5 KM 2543413.7 |
 DJ2008|---------------------------------------------------------------------|
 DJ2008
 DJ2008                          SUPERSEDED SURVEY CONTROL
 DJ2008
 DJ2008  NAD 83(1986)-  33 05 51.06666(N)    089 46 43.29755(W) AD(       ) 1
 DJ2008  NAD 27      -  33 05 50.60200(N)    089 46 42.99700(W) AD(       ) 1
 DJ2008
 DJ2008.Superseded values are not recommended for survey control.
 DJ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2008.See file dsdata.txt to determine how the superseded data were derived.
 DJ2008
 DJ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB4067165533(NAD 83)
 DJ2008_MARKER: DD = SURVEY DISK
 DJ2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2008_SP_SET: CONCRETE POST
 DJ2008_STAMPING: BUCK 1934
 DJ2008_MARK LOGO: CGS   
 DJ2008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2008+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988
 DJ2008
 DJ2008  HISTORY     - Date     Condition        Report By
 DJ2008  HISTORY     - 1934     MONUMENTED       CGS
 DJ2008  HISTORY     - 1934     GOOD             CGS
 DJ2008  HISTORY     - 1958     GOOD             CGS
 DJ2008  HISTORY     - 1959     GOOD             CGS
 DJ2008  HISTORY     - 1964     GOOD             MSHD
 DJ2008  HISTORY     - 19880823 GOOD             MSHD
 DJ2008
 DJ2008                          STATION DESCRIPTION
 DJ2008
 DJ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2008'ELEVEN AND THREE-QUARTER MILES A LITTLE NORTH OF WEST OF
 DJ2008'KOSCIUSKO, ABOUT 4 MILES EAST-NORTHEAST OF DURANT, IN THE
 DJ2008'SOUTHWEST QUARTER OF SEC. 4, T. 14 N., R. 4 E., ON A HIGH HEAVILY
 DJ2008'WOODED RIDGE, ON THE PROPERTY OF GEORGE BUCK, 140 FEET NORTHEAST
 DJ2008'OF THE POINT WHERE WOODS-ROAD CROSSES THE TOP OF THE RIDGE, AND
 DJ2008'18 FEET SOUTHWEST OF A 9-INCH PINE WITH A TRIANGULAR BLAZE.
 DJ2008'
 DJ2008'TO REACH FROM THE RAILROAD STATION IN DURANT, GO EAST ON STATE
 DJ2008'HIGHWAY 12 FOR 2.1 MILES TO CROSSROADS, TURN LEFT (NORTH) AND
 DJ2008'FOLLOW OLD STATE HIGHWAY 12 FOR 4.6 MILES TO A T-ROAD LEFT, TURN
 DJ2008'LEFT AND FOLLOW MAIN ROAD FOR 2.3 MILES TO CROSSROADS, CONTINUE
 DJ2008'STRAIGHT AHEAD 0.4 MILE TO FORKS, TAKE LEFT FORK AND GO 0.25
 DJ2008'MILE, OR 0.1 MILE BEYOND SCHOOL AND CHURCH, TO A
 DJ2008'WOODS-ROAD LEFT, TURN LEFT AND CONTINUE 0.1 MILE TO TOP OF
 DJ2008'RIDGE.  THE STATION IS ON HIGH GROUND TO THE RIGHT.
 DJ2008'
 DJ2008'SURFACE, UNDERGROUND, REFERENCE (NO. 1) AND AZIMUTH MARKS ARE
 DJ2008'STANDARD BRONZE DISKS SET IN CONCRETE.
 DJ2008'REFERENCE MARK NO. 2 IS A STANDARD
 DJ2008'BRONZE DISK SET IN CONCRETE IN A BOULDER.
 DJ2008'
 DJ2008'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 12 FEET
 DJ2008'NORTHWEST OF THE POINT WHERE WOODS-ROAD CROSSES RIDGE.
 DJ2008'
 DJ2008'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, IN THE TOP OF
 DJ2008'A SMALL BURIED STONE, 10 FEET SOUTHEAST OF A 15-INCH PINE AND IS
 DJ2008'FLUSH WITH THE GROUND.
 DJ2008'
 DJ2008'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 135 FEET NORTH-NORTHEAST
 DJ2008'OF A CHURCH (NEGRO), IN THE SCHOOLYARD OF THE MACEDONIA SCHOOL
 DJ2008'(NEGRO), 75 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 45
 DJ2008'FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, AND 10 FEET
 DJ2008'SOUTH-SOUTHWEST OF A 40-INCH LEANING WHITE OAK.
 DJ2008'
 DJ2008'A 77-FOOT TOWER IS NECESSARY TO AVOID HEAVY CLEARING OF LINES.
 DJ2008'
 DJ2008'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 DJ2008
 DJ2008                          STATION RECOVERY (1934)
 DJ2008
 DJ2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DJ2008'RECOVERED IN GOOD CONDITION.
 DJ2008
 DJ2008                          STATION RECOVERY (1958)
 DJ2008
 DJ2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ2008'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DJ2008'RECOVERED AND FOUND IN GOOD CONDITION.  THE WOODS ROAD REFERRED TO
 DJ2008'IN THE ORIGINAL DESCRIPTION IS NO LONGER IN USE.  THE
 DJ2008'SCHOOL HAS BEEN DESTROYED.  FOLLOWING IS A NEW AND COMPLETE
 DJ2008'DESCRIPTION.  AN ERROR WAS NOTED IN SECTION AND RANGE.
 DJ2008'
 DJ2008'STATION IS ABOUT 11-3/4 MILES WEST-NORTHWEST OF KOSCIUSKO, 4 MILES
 DJ2008'EAST-NORTHEAST OF DURANT, ON THE HIGHEST POINT OF A HEAVILY WOODED
 DJ2008'RIDGE OWNED BY JOHN R. LIPSEY AND IN SECTION 3, R 5 E, T 14 N.
 DJ2008'
 DJ2008'STATION IS REACH FROM THE RAILROAD DEPOT IN DURANT BY GOING EAST
 DJ2008'ON STATE HIGHWAY 12 FOR 2.15 MILE TO A CROSSROADS, TURN LEFT
 DJ2008'AND GO NORTH ON A GRAVELED ROAD FOR 1.7 MILE TO A FORK, BEAR LEFT
 DJ2008'AND CONTINUE NORTHERLY FOR 1.4 MILES TO A FORK, BEAR RIGHT AND
 DJ2008'GO EASTERLY FOR 1.35 MILE TO AN ANGLEING CROSSROADS, BEAR LEFT
 DJ2008'AND GO 0.4 MILE TO A FORK, BEAR LEFT AND GO NORTHWESTERLY FOR
 DJ2008'0.1 MILE TO A CHURCH ON THE LEFT AND THE AZIMUTH MARK ON THE
 DJ2008'RIGHT.  CONTINUE NORTHWESTERLY FOR 0.05 MILE TO A WOODS ROAD ON
 DJ2008'THE LEFT AND GO WEST FOR ABOUT 200 FEET TO A GATE AND THE
 DJ2008'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHWESTERLY
 DJ2008'FOR ABOUT 0.05 MILE TO THE HIGHEST POINT AND THE STATION.  IT
 DJ2008'IS POSSIBLE TO DRIVE TO THE STATION IN A POWER WAGON.
 DJ2008'
 DJ2008'STATION MARKS ARE STANDARD DISKS, STAMPED BUCK 1934.
 DJ2008'THE SURFACE MARK IS SET IN A 14-INCH ROUND CONCRETE POST
 DJ2008'PROJECTING 14 INCHES.  IT IS 122 FEET NORTH OF THE CENTER OF
 DJ2008'THE WOODS ROAD, 26 FEET NORTHWEST OF THE NORTHWEST END OF A
 DJ2008'WASHED OUT AREA AND 10 FEET SOUTHEAST OF A PINE TREE HAVING A
 DJ2008'TRIANGULAR BLAZE ON THE SOUTH SIDE.
 DJ2008'
 DJ2008'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCK NO 1 1934, SET
 DJ2008'IN A 14-INCH ROUND CONCRETE POST PROJECTING 12 INCHES.
 DJ2008'IT IS 12 FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD, 6
 DJ2008'FEET NORTH OF THE NORTH EDGE OF A GULLY AND 3 FEET EAST OF A
 DJ2008'TREE HAVING A TRIANGULAR BLAZE ON THE EAST SIDE.
 DJ2008'
 DJ2008'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCK NO 2 1934,
 DJ2008'CEMENTED IN A DRILL HOLE IN A 4 IN X 6 IN ROCK OUTCROP THAT PROJECTS
 DJ2008'2 INCHES.  IT IS 11.1 FEET SOUTH OF A TREE HAVING A
 DJ2008'TRIANGULAR BLAZE ON THE SOUTH SIDE AND 221 FEET NORTH OF THE
 DJ2008'CENTER OF THE WOODS ROAD.
 DJ2008'
 DJ2008'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCK AZI 1934, SET IN
 DJ2008'A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DJ2008'IT IS 129.8 FEET NORTH OF THE NORTH CORNER OF THE
 DJ2008'CHURCH, 43.8 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 DJ2008'13.9 FEET SOUTHEAST OF A TREE HAVING A TRIANGULAR BLAZE ON THE
 DJ2008'SOUTH SIDE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 DJ2008'NORTHWEST OF THE MARK.
 DJ2008'
 DJ2008'HEIGHT OF LIGHT- 23 METERS.
 DJ2008
 DJ2008                          STATION RECOVERY (1959)
 DJ2008
 DJ2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2008'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 DJ2008'GOOD CONDITION.
 DJ2008
 DJ2008                          STATION RECOVERY (1964)
 DJ2008
 DJ2008'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ2008'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 DJ2008'GOOD CONDITON.
 DJ2008'
 DJ2008'THE 1958 DESCRIPTION IS ADEQUATE.
 DJ2008'
 DJ2008'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND
 DJ2008'1.0 FOOT WEST OF THE AZIMUTH.
 DJ2008
 DJ2008                          STATION RECOVERY (1988)
 DJ2008
 DJ2008'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ2008'THE STATION WAS VISITED 8-23-88 AND THE STATION MARK AND THE AZIMUTH
 DJ2008'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO.1 WAS FOUND
 DJ2008'BROKEN OFF EVEN WITH THE GROUND BUT THE DISK WAS NOT FOUND.  REFERENCE
 DJ2008'MARK NO.2 WAS NOT FOUND. THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 DJ2008'STATION.
 DJ2008'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 429 AT THE NORTH
 DJ2008'EDGE OF SALLIS, GO EAST ON HIGHWAY 12 FOR 1.85 KM (1.15 MI) TO A
 DJ2008'CROSSROAD, TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 3.62 KM
 DJ2008'(2.25 MI) TO A T-INTERSECTION, TURN LEFT AND GO WEST ON A GRAVEL ROAD
 DJ2008'FOR 1.61 KM (1.00 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH
 DJ2008'AND WEST ON A GRAVEL ROAD FOR 3.62 KM (2.25 MI) TO A T-INTERSECTION,
 DJ2008'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO A
 DJ2008'FORK, TAKE THE LEFT FORK AND GO NORTHWEST ON A GRAVEL ROAD FOR 0.16 KM
 DJ2008'(0.10 MI) TO A CHURCH ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 DJ2008'CONTINUE NORTHWEST ON A BLADED ROAD FOR 0.24 KM (0.15 MI) TO THE
 DJ2008'STATION ON THE LEFT.
 DJ2008'STATION MARK IS A STANDARD DISK, STAMPED---BUCK 1934---SET IN TOP OF A
 DJ2008'ROUND CONCRETE POST, PROJECTING 0.36 M (1.2 FT).  IT IS 62.48 M
 DJ2008'(205.0 FT) WEST SOUTHWEST OF THE CENTER OF A BLADED ROAD, 41.76 M
 DJ2008'(137.0 FT) NORTH NORTHWEST OF A 22 INCH OAK, 40.39 M (132.5 FT)  WEST
 DJ2008'SOUTHWEST OF A 9 INCH TWIN OAK 37.19 M (122.0 FT) , NORTH OF THE
 DJ2008'CENTER OF A WOODS ROAD AND 0.4 M (1.3 FT) NORTH OF A METAL WITNESS
 DJ2008'POST.
 DJ2008'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---BUCK AZI
 DJ2008'1934---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DJ2008'IS 58.22 M (191.0 FT) NORTHWEST OF POWER POLE WITH A LAMP, 42.67 M
 DJ2008'(140.0 FT) SOUTH SOUTHEAST OF A 12 INCH CEDAR, 37.64 M (123.5 FT)
 DJ2008'NORTHEAST OF THE NORTH CORNER OF A FRAME CHURCH, 19.35 M (63.5 FT)
 DJ2008'NORTHEAST OF A 24 INCH OAK, 15.54 M (51.0 FT) NORTHEAST OF THE CENTER
 DJ2008'OF A GRAVEL ROAD AND 0.3 M (1.0 FT) NORTHEAST OF A METAL WITNESS POST
 DJ2008'AND AT THE EDGE OF A CEMETERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2179 ***********************************************************************
 BW2179  DESIGNATION -  BUCKLEY LOOKOUT TOWER
 BW2179  PID         -  BW2179
 BW2179  STATE/COUNTY-  MS/SIMPSON
 BW2179  USGS QUAD   -  SCHLEY (1971)
 BW2179
 BW2179                         *CURRENT SURVEY CONTROL
 BW2179  ___________________________________________________________________
 BW2179* NAD 83(1993)-  31 46 26.41315(N)    090 01 00.35177(W)     ADJUSTED  
 BW2179* NAVD 88     -              **(meters)            **(feet)            
 BW2179  ___________________________________________________________________
 BW2179  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BW2179  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2179  HORZ ORDER  -  THIRD
 BW2179
 BW2179.The horizontal coordinates were established by classical geodetic methods
 BW2179.and adjusted by the National Geodetic Survey in May 1994.
 BW2179
 BW2179
 BW2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2179
 BW2179.The geoid height was determined by GEOID03.
 BW2179
 BW2179;                    North         East     Units Scale Factor Converg.
 BW2179;SPC MS W     -   252,134.605   729,985.304   MT  0.99996108   +0 10 00.1
 BW2179;SPC MS W     -   827,211.62  2,394,960.12   sFT  0.99996108   +0 10 00.1
 BW2179;UTM  15      - 3,519,261.369   782,528.804   MT  1.00058459   +1 34 18.9
 BW2179;UTM  16      - 3,519,349.034   214,294.529   MT  1.00060686   -1 35 22.6
 BW2179
 BW2179                          SUPERSEDED SURVEY CONTROL
 BW2179
 BW2179  NAD 83(1986)-  31 46 26.42754(N)    090 01 00.34850(W) AD(       ) 4
 BW2179  NAD 27      -  31 46 25.84300(N)    090 01 00.05200(W) AD(       ) 3
 BW2179
 BW2179.Superseded values are not recommended for survey control.
 BW2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2179.See file dsdata.txt to determine how the superseded data were derived.
 BW2179
 BW2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR8252919261(NAD 83)
 BW2179_MARKER: 57 = LOOKOUT TOWER
 BW2179
 BW2179  HISTORY     - Date     Condition        Report By
 BW2179  HISTORY     - 1947     FIRST OBSERVED   CGS
 BW2179  HISTORY     - 1955     GOOD             CGS
 BW2179  HISTORY     - 1967     GOOD             MSHD
 BW2179
 BW2179                          STATION DESCRIPTION
 BW2179
 BW2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2179'THE POINT INTERSECTED WAS THE APEX OF THE OBSERVATION PLATFORM
 BW2179'ROOF, LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF NEW HEBRON
 BW2179'ON PROPERTY OWNED BY MR. JOHN BUCKLEY.  IT IS A FOUR LEGGED
 BW2179'STEEL TOWER WITH A GLASS ENCLOSED OBSERVATION PLATFORM AND
 BW2179'IS ABOUT 75 FEET HIGH.
 BW2179'
 BW2179'TO REACH FROM THE NEW HEBRON NATIONAL BANK IN NEW HEBRON
 BW2179'GO NORTH ON MAIN STREET FOR 0.2 MILE TO A CROSS ROAD AND
 BW2179'MITCHELLS SERVICE STATION, TURN RIGHT HERE AND CONTINUE 3.8
 BW2179'MILES TO A SIDE ROAD RIGHT AND THE OAKRIDGE CHURCH,
 BW2179'TURN RIGHT AND CONTINUE 0.9 MILE TO A FORK, TAKE THE RIGHT
 BW2179'ROAD AND GO 0.5 MILE TO THE TOWER ON THE RIGHT.
 BW2179
 BW2179                          STATION RECOVERY (1955)
 BW2179
 BW2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2179'THE STATION WAS VISITED AND FOUND THE LOOKOUT TOWER HAD
 BW2179'BEEN DISMANTLED.  THE CONCRETE FOOTINGS OF THE LEGS OF THE
 BW2179'LOOKOUT TOWER WERE FOUND INTACT AND THE CENTER OF THE TOWER
 BW2179'CAN BE DETERMINED FROM THESE FOOTINGS FOR USE IN TOP OF WORK.
 BW2179'
 BW2179'THE TO REACH FOR THE STATION IS ADEQUATE IN THE 1947 DESCRIPTION
 BW2179'BY C.A.E.
 BW2179
 BW2179                          STATION RECOVERY (1967)
 BW2179
 BW2179'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BW2179'THE STATION IS LOCATED 3 MILES NORTH NORTHWEST OF NEW HEBRON
 BW2179'AND 2.9 MILES SOUTHWEST OF SHIVERS IN THE SOUTHEAST 1/4
 BW2179'OF SECTION 4, T 9N, R 3E, AND ON PROPERTY OWNED BY MR. JOHN
 BW2179'BUCKLEY.  THE STATION WAS VISITED 9-6-67 AND THE TOWER WAS
 BW2179'FOUND TO BE DISMANTLED AND THE FOUR CONCRETE FOOTINGS ARE
 BW2179'STILL IN TACT AS MENTIONED IN THE PREVIOUS DESCRIPTION.
 BW2179'
 BW2179'TO REACH THE STATION FROM THE NEW HEBRON BANK GO WEST ON
 BW2179'MAIN STREET FOR 0.25 MILE TO A CROSSROADS APPROXIMATELY
 BW2179'0.1 MILE BEFORE REACHING THE SCHOOL.  TURN RIGHT (NORTH NORTHWEST)
 BW2179'AND CONTINUE ON MISSISSIPPI HIGHWAY 42 FOR 3.55 MILES TO
 BW2179'THE LAWRENCE-SIMPSON COUNTY LINE.  CONTINUE NORTHWEST ON
 BW2179'MISSISSIPPI HIGHWAY 42 FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 BW2179'TURN RIGHT (NORTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR
 BW2179'0.9 MILE TO A THREE WAY INTERSECTION.  TAKE THE EXTREME
 BW2179'RIGHT ROAD AND CONTINUE NORTHEAST ON AN ALL WEATHER ROAD
 BW2179'FOR 0.5 MILE TO A NARROW SIDE ROAD RIGHT AND THE FOUR
 BW2179'CONCRETE FOOTINGS IN THE NORTHEAST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0765 ***********************************************************************
 DK0765  DESIGNATION -  BUCKRIDGE BOLT
 DK0765  PID         -  DK0765
 DK0765  STATE/COUNTY-  MS/BOLIVAR
 DK0765  USGS QUAD   -  BENOIT (1972)
 DK0765
 DK0765                         *CURRENT SURVEY CONTROL
 DK0765  ___________________________________________________________________
 DK0765* NAD 83(1986)-  33 39 10.     (N)    091 04 54.     (W)     SCALED    
 DK0765* NAVD 88     -        42.73   (+/-2cm)     140.2    (feet)  VERTCON   
 DK0765  ___________________________________________________________________
 DK0765  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0765  VERT ORDER  -  ? (See Below)
 DK0765
 DK0765.The horizontal coordinates were scaled from a topographic map and have
 DK0765.an estimated accuracy of +/- 6 seconds.
 DK0765
 DK0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0765.The vertical order pertains to the NGVD 29 superseded value.
 DK0765
 DK0765.The geoid height was determined by GEOID03.
 DK0765
 DK0765;                    North         East    Units  Estimated Accuracy
 DK0765;SPC MS W     -   460,690.      630,590.      MT  (+/- 180 meters Scaled)
 DK0765
 DK0765                          SUPERSEDED SURVEY CONTROL
 DK0765
 DK0765  NGVD 29 (??/??/??)   42.803  (m)          140.43   (f) ADJUSTED    ?  
 DK0765
 DK0765.Superseded values are not recommended for survey control.
 DK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0765.See file dsdata.txt to determine how the superseded data were derived.
 DK0765
 DK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT778253(NAD 83)
 DK0765_MARKER: B = BOLT
 DK0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0765_SP_SET: STONE
 DK0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0765+STABILITY: SURFACE MOTION
 DK0765
 DK0765  HISTORY     - Date     Condition        Report By
 DK0765  HISTORY     - UNK      MONUMENTED       DOD
 DK0765  HISTORY     - 1934     GOOD             CGS
 DK0765
 DK0765                          STATION DESCRIPTION
 DK0765
 DK0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0765'1.7 MI W FROM BOLIVAR.
 DK0765'B.M. BUCKRIDGE IS UNDER AN IRON PIPE WITH BRASS CAP ON A CONCRETE
 DK0765'SUBSURFACE MARKER, LOCATED 1.7 MILES WEST OF BOLIVAR, BOLIVAR COUNTY,
 DK0765'MISS., ON LEFT BANK OF MISS. RIVER, 1/2 MILE ABOVE KENTUCKY LANDING,
 DK0765'ON BUCKRIDGE PLANTATION, 1000 FT. BACK OF TOP BANK OF RIVER, 800 FT.
 DK0765'WEST OF ANGLE IN LEVEE, 300 FT. SOUTH OF LEVEE, AND 30 FT. EAST OF
 DK0765'TENANT HOUSE AT EDGE OF FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0764 ***********************************************************************
 DK0764  DESIGNATION -  BUCKRIDGE CAP
 DK0764  PID         -  DK0764
 DK0764  STATE/COUNTY-  MS/BOLIVAR
 DK0764  USGS QUAD   -  BENOIT (1972)
 DK0764
 DK0764                         *CURRENT SURVEY CONTROL
 DK0764  ___________________________________________________________________
 DK0764* NAD 83(1986)-  33 39 10.     (N)    091 04 54.     (W)     SCALED    
 DK0764* NAVD 88     -        43.96   (+/-2cm)     144.2    (feet)  VERTCON   
 DK0764  ___________________________________________________________________
 DK0764  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0764  VERT ORDER  -  ? (See Below)
 DK0764
 DK0764.The horizontal coordinates were scaled from a topographic map and have
 DK0764.an estimated accuracy of +/- 6 seconds.
 DK0764
 DK0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0764.The vertical order pertains to the NGVD 29 superseded value.
 DK0764
 DK0764.The geoid height was determined by GEOID03.
 DK0764
 DK0764;                    North         East    Units  Estimated Accuracy
 DK0764;SPC MS W     -   460,690.      630,590.      MT  (+/- 180 meters Scaled)
 DK0764
 DK0764                          SUPERSEDED SURVEY CONTROL
 DK0764
 DK0764  NGVD 29 (??/??/??)   44.037  (m)          144.48   (f) ADJUSTED    ?  
 DK0764
 DK0764.Superseded values are not recommended for survey control.
 DK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0764.See file dsdata.txt to determine how the superseded data were derived.
 DK0764
 DK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT778253(NAD 83)
 DK0764_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0764
 DK0764  HISTORY     - Date     Condition        Report By
 DK0764  HISTORY     - UNK      MONUMENTED       DOD
 DK0764  HISTORY     - 1934     GOOD             CGS
 DK0764
 DK0764                          STATION DESCRIPTION
 DK0764
 DK0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0764'1.7 MI W FROM BOLIVAR.
 DK0764'B.M. BUCKRIDGE IS AN IRON PIPE WITH BRASS CAP ON A CONCRETE SUBSURFACE
 DK0764'MARKER, LOCATED 1.7 MILES WEST OF BOLIVAR, BOLIVAR COUNTY, MISS., ON
 DK0764'LEFT BANK OF MISS. RIVER, 1/2 MILE ABOVE KENTUCKY LANDING, ON
 DK0764'BUCKRIDGE PLANTATION, 1000 FT. BACK OF TOP BANK OF RIVER, 800 FT. WEST
 DK0764'OF ANGLE IN LEVEE, 300 FT. SOUTH OF LEVEE, AND 30 FT. EAST OF TENANT
 DK0764'HOUSE AT EDGE OF FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3135 ***********************************************************************
 EH3135  DESIGNATION -  BUD
 EH3135  PID         -  EH3135
 EH3135  STATE/COUNTY-  MS/TUNICA
 EH3135  USGS QUAD   -  DUNDEE (1982)
 EH3135
 EH3135                         *CURRENT SURVEY CONTROL
 EH3135  ___________________________________________________________________
 EH3135* NAD 83(1986)-  34 36 27.     (N)    090 28 20.     (W)     SCALED    
 EH3135* NAVD 88     -        57.91   (+/-2cm)     190.0    (feet)  VERTCON   
 EH3135  ___________________________________________________________________
 EH3135  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH3135  VERT ORDER  -  THIRD ? (See Below)
 EH3135
 EH3135.The horizontal coordinates were scaled from a topographic map and have
 EH3135.an estimated accuracy of +/- 6 seconds.
 EH3135
 EH3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3135.The vertical order pertains to the NGVD 29 superseded value.
 EH3135
 EH3135.The geoid height was determined by GEOID03.
 EH3135
 EH3135;                    North         East    Units  Estimated Accuracy
 EH3135;SPC MS W     -   566,340.      687,260.      MT  (+/- 180 meters Scaled)
 EH3135
 EH3135                          SUPERSEDED SURVEY CONTROL
 EH3135
 EH3135  NGVD 29 (07/19/86)   57.95   (m)          190.1    (f) LEVELING    3  
 EH3135
 EH3135.Superseded values are not recommended for survey control.
 EH3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3135.See file dsdata.txt to determine how the superseded data were derived.
 EH3135
 EH3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU317324(NAD 83)
 EH3135_MARKER: P = PIPE CAP
 EH3135_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EH3135_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EH3135
 EH3135  HISTORY     - Date     Condition        Report By
 EH3135  HISTORY     - 1931     MONUMENTED       MRC
 EH3135  HISTORY     - 19750428 MARK NOT FOUND   USGS
 EH3135
 EH3135                          STATION DESCRIPTION
 EH3135
 EH3135'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 EH3135'THREE MILES BELOW AUSTIN, 1/4 MILE BELOW LEVEE MILESTONE
 EH3135'45/46 IN UPPER YAZOO LEVEE DISTRICT, 1,500 FEET EAST OF
 EH3135'LEVEE, 85 FEET WEST OF COTTON HOUSE, 20 FEET NORTH OF
 EH3135'EAST-AND-WEST ROAD, 15 FEET EAST OF PATH, AND 15 FEET WEST
 EH3135'OF 16-INCH PECAN TREE.  MARKED BY BRASS CAP ON IRON PIPE
 EH3135'AND CONCRETE TILE.  STATION AUSTIN (SEE DESCRIPTION THEREOF)
 EH3135'IS 498.0 METERS (1,634 FEET) FROM STATION.
 EH3135'STATION B.M. JIM (M.R.C.) (SEE DESCRIPTION
 EH3135'THEREOF) IS 194.131 METERS (636.91 FEET) FROM STATION,
 EH3135'N 00 DEG 02 MIN 13.0 SEC E.
 EH3135
 EH3135                          STATION RECOVERY (1975)
 EH3135
 EH3135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTF)
 EH3135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0432 ***********************************************************************
 BW0432  DESIGNATION -  BUDE AZ MK
 BW0432  PID         -  BW0432
 BW0432  STATE/COUNTY-  MS/FRANKLIN
 BW0432  USGS QUAD   -  BUDE (1988)
 BW0432
 BW0432                         *CURRENT SURVEY CONTROL
 BW0432  ___________________________________________________________________
 BW0432* NAD 83(1986)-  31 24 37.     (N)    090 50 53.     (W)     SCALED    
 BW0432* NAVD 88     -       136.195  (meters)     446.83   (feet)  ADJUSTED  
 BW0432  ___________________________________________________________________
 BW0432  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW0432  DYNAMIC HT  -         136.028 (meters)     446.29  (feet)  COMP
 BW0432  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 BW0432
 BW0432  VERT ORDER  -  SECOND    CLASS 0
 BW0432
 BW0432.The horizontal coordinates were scaled from a topographic map and have
 BW0432.an estimated accuracy of +/- 6 seconds.
 BW0432
 BW0432.The orthometric height was determined by differential leveling
 BW0432.and adjusted in February 1994.
 BW0432
 BW0432.The geoid height was determined by GEOID03.
 BW0432
 BW0432.The dynamic height is computed by dividing the NAVD 88
 BW0432.geopotential number by the normal gravity value computed on the
 BW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0432.degrees latitude (g = 980.6199 gals.).
 BW0432
 BW0432.The modeled gravity was interpolated from observed gravity values.
 BW0432
 BW0432;                    North         East    Units  Estimated Accuracy
 BW0432;SPC MS W     -   211,880.      651,060.      MT  (+/- 180 meters Scaled)
 BW0432
 BW0432                          SUPERSEDED SURVEY CONTROL
 BW0432
 BW0432  NAVD 88 (06/15/91)  136.228  (m)          446.94   (f) UNKNOWN     2 0
 BW0432  NGVD 29 (??/??/??)  136.209  (m)          446.88   (f) ADJUSTED    2 0
 BW0432
 BW0432.Superseded values are not recommended for survey control.
 BW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0432.See file dsdata.txt to determine how the superseded data were derived.
 BW0432
 BW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ045770(NAD 83)
 BW0432_MARKER: DD = SURVEY DISK
 BW0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0432_STAMPING: BUDE 1949
 BW0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0432+STABILITY: SURFACE MOTION
 BW0432
 BW0432  HISTORY     - Date     Condition        Report By
 BW0432  HISTORY     - 1949     MONUMENTED       CGS
 BW0432  HISTORY     - 1968     GOOD             MSHD
 BW0432
 BW0432                          STATION DESCRIPTION
 BW0432
 BW0432'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0432'4 MI S FROM BUDE.
 BW0432'THE MARK IS LOCATED NEAR THE CENTER OF THE SOUTH HALF OF SECTION 7, T
 BW0432'5N, R 4E.  IT IS 116 FEET EAST OF CENTER LINE AND ABOUT 5 FEET ABOVE
 BW0432'LEVEL OF U.S. HIGHWAY 98, 68 FEET EAST OF POWER POLE WITH OVERHEAD GUY
 BW0432'WIRE ATTACHED, 12 FEET NORTH OF PARK RANGERS YARD FENCE, 5 FEET NORTH
 BW0432'OF 15 INCH PINE, 21 FEET NORTHEAST OF FENCE CORNER, AND 1.7 FEET SOUTH
 BW0432'OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BW0432'POST PROJECTING 1 INCH.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0432'BUDE GO NORTH ALONG MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 84. TURN
 BW0432'LEFT AND GO SOUTHWEST ALONG U.S. HIGHWAY 84 FOR 1.04 MILES TO U.S.
 BW0432'HIGHWAY 98.  TURN LEFT AND GO SOUTH ALONG U.S. HIGHWAY 98 FOR 1.35
 BW0432'MILES TO THE CENTER OF A LARGE STEEL BRIDGE OVER THE HOMOCHITTO RIVER.
 BW0432'CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 98 FOR 2.10 MILES TO THE
 BW0432'HOMOCHITTO NATIONAL FOREST WORK CENTER AND THE MARK ON THE LEFT AS
 BW0432'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2323 ***********************************************************************
 BW2323  DESIGNATION -  BUDE LOOKOUT TOWER
 BW2323  PID         -  BW2323
 BW2323  STATE/COUNTY-  MS/FRANKLIN
 BW2323  USGS QUAD   -  BUDE (1988)
 BW2323
 BW2323                         *CURRENT SURVEY CONTROL
 BW2323  ___________________________________________________________________
 BW2323* NAD 83(1993)-  31 24 35.46999(N)    090 50 48.16040(W)     ADJUSTED  
 BW2323* NAVD 88     -              **(meters)            **(feet)            
 BW2323  ___________________________________________________________________
 BW2323  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BW2323  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW2323  HORZ ORDER  -  THIRD
 BW2323
 BW2323.The horizontal coordinates were established by classical geodetic methods
 BW2323.and adjusted by the National Geodetic Survey in May 1994.
 BW2323
 BW2323
 BW2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2323
 BW2323.The geoid height was determined by GEOID03.
 BW2323
 BW2323;                    North         East     Units Scale Factor Converg.
 BW2323;SPC MS W     -   211,830.046   651,183.315   MT  0.99997938   -0 16 03.2
 BW2323;SPC MS W     -   694,979.08  2,136,423.93   sFT  0.99997938   -0 16 03.2
 BW2323;UTM  15      - 3,477,030.620   704,703.727   MT  1.00011687   +1 07 21.3
 BW2323
 BW2323                          SUPERSEDED SURVEY CONTROL
 BW2323
 BW2323  NAD 83(1986)-  31 24 35.48552(N)    090 50 48.15622(W) AD(       ) 4
 BW2323  NAD 27      -  31 24 34.87600(N)    090 50 47.79500(W) AD(       ) 3
 BW2323
 BW2323.Superseded values are not recommended for survey control.
 BW2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2323.See file dsdata.txt to determine how the superseded data were derived.
 BW2323
 BW2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0470477031(NAD 83)
 BW2323_MARKER: 57 = LOOKOUT TOWER
 BW2323
 BW2323  HISTORY     - Date     Condition        Report By
 BW2323  HISTORY     - 1949     FIRST OBSERVED   CGS
 BW2323  HISTORY     - 1956     GOOD             CGS
 BW2323  HISTORY     - 1968     GOOD             MSHD
 BW2323
 BW2323                          STATION DESCRIPTION
 BW2323
 BW2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2323'THE LOOKOUT TOWER IS LOCATED ABOUT 4 MILES SOUTH OF BUDE ON
 BW2323'LAND OF THE HOMOCHITO NATIONAL FOREST.  IT IS OF 4 LEG STEEL
 BW2323'CONSTRUCTION WITH A CABIN AT THE TOP.  IT IS 110 FEET HIGH
 BW2323'AND WAS ERECTED IN 1932.  IT IS OWNED AND OPERATED BY THE
 BW2323'U.S. FOREST SERVICE.  THE POINT INTERSECTED WAS THE APEX OF
 BW2323'THE CABIN ROOF.
 BW2323
 BW2323                          STATION RECOVERY (1956)
 BW2323
 BW2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2323'THE STATION WAS VISITED 6-20-56 AND FOUND IN GOOD CONDITION.
 BW2323'THE 1949 DESCRIPTION IS ADEQUATE WITH A NEW TO REACH WHICH
 BW2323'FOLLOWS--
 BW2323'
 BW2323'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 84
 BW2323'AND THE RAILROAD TRACKS IN BUDE, GO WEST ON U.S. HIGHWAY 84
 BW2323'FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 98, TURN LEFT
 BW2323'ON STATE HIGHWAY 98 AND GO 1.4 MILE TO THE BRIDGE OVER THE
 BW2323'HOMOCHITTO RIVER, CONTINUE FOR 2.3 MILE TO A SIDE ROAD LEFT,
 BW2323'TURN LEFT AND GO 0.1 MILE TO THE TOWER.
 BW2323
 BW2323                          STATION RECOVERY (1968)
 BW2323
 BW2323'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2323'THE STATION WAS VISITED 2-16-68 AND THE STATION MARK WAS
 BW2323'FOUND IN GOOD CONDITION.
 BW2323'
 BW2323'THE STATION IS LOCATED 4 MILES SOUTH OF BUDE IN THE SOUTHEAST
 BW2323'1/4 OF SECTION 7, T 5N, R 4E.  THE LOOKOUT TOWER IS APPROXIMATELY
 BW2323'4 MILES SOUTH OF BUDE ON LAND OWNED BY THE HOMOCHITTO NATIONAL
 BW2323'FOREST.  IT IS A FOUR LEGGED STEEL CONSTRUCTION WITH A CABIN
 BW2323'ON THE TOP.  IT IS 110 FEET HIGH AND WAS ERECTED IN 1912.
 BW2323'THE POINT INTERSECTED WAS THE APEX OF THE CABIN ROOF.  IT
 BW2323'IS OWNED BY THE U.S. FOREST SERVICE.
 BW2323'
 BW2323'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUDE GO
 BW2323'(WEST) ON MAIN STREET FOR .02 MILE TO RAILROAD STREET.  TURN
 BW2323'RIGHT (NORTH) AND CONTINUE ON RAILROAD STREET FOR 0.2 MILE
 BW2323'TO U.S. HIGHWAY 84.  TURN LEFT (NORTHWEST) AND CONTINUE ON
 BW2323'U.S. HIGHWAY 84 FOR .95 MILE TO THE JUNCTION OF STATE HIGHWAY
 BW2323'98.  TURN LEFT (SOUTH) AND CONTINUE ON STATE HIGHWAY 98 FOR
 BW2323'3.8 MILES TO THE LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2439 ***********************************************************************
 BW2439  DESIGNATION -  BUFFALO
 BW2439  PID         -  BW2439
 BW2439  STATE/COUNTY-  MS/WILKINSON
 BW2439  USGS QUAD   -  GARDEN CITY (1988)
 BW2439
 BW2439                         *CURRENT SURVEY CONTROL
 BW2439  ___________________________________________________________________
 BW2439* NAD 83(1993)-  31 16 00.60208(N)    091 11 42.21687(W)     ADJUSTED  
 BW2439* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BW2439  ___________________________________________________________________
 BW2439  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BW2439  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW2439  HORZ ORDER  -  SECOND
 BW2439
 BW2439.The horizontal coordinates were established by classical geodetic methods
 BW2439.and adjusted by the National Geodetic Survey in May 1994.
 BW2439
 BW2439.The orthometric height was scaled from a topographic map.
 BW2439
 BW2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2439
 BW2439.The geoid height was determined by GEOID03.
 BW2439
 BW2439;                    North         East     Units Scale Factor Converg.
 BW2439;SPC MS W     -   196,179.922   617,934.125   MT  1.00003304   -0 26 50.2
 BW2439;SPC MS W     -   643,633.63  2,027,338.88   sFT  1.00003304   -0 26 50.2
 BW2439;UTM  15      - 3,460,579.576   671,842.032   MT  0.99996424   +0 56 13.3
 BW2439
 BW2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2439!SPC MS W     -   0.99998692  x   1.00003304  =   1.00001996
 BW2439!UTM  15      -   0.99998692  x   0.99996424  =   0.99995116
 BW2439
 BW2439|---------------------------------------------------------------------|
 BW2439| PID    Reference Object                     Distance      Geod. Az  |
 BW2439|                                                           dddmmss.s |
 BW2439| CY3929 BUFFALO RM 1                         13.327 METERS 01813     |
 BW2439| BW2330 STEPHENSON                          APPROX.19.3 KM 0883912.6 |
 BW2439| BW2446 GLOSTER MUNICIPAL TANK              APPROX.18.0 KM 1145622.1 |
 BW2439| CY3930 BUFFALO RM 2                         29.565 METERS 12553     |
 BW2439| CY3928 BUFFALO AZ MK                                      2073607.1 |
 BW2439| BW2461 WOODVILLE SEVEN DAY GROCERY TK      APPROX.20.9 KM 2082119.0 |
 BW2439| BW2438 BUFFALO LOOKOUT TOWER                10.579 METERS 26713     |
 BW2439| CY3931 BUFFALO RM 3                         22.213 METERS 28257     |
 BW2439|---------------------------------------------------------------------|
 BW2439
 BW2439                          SUPERSEDED SURVEY CONTROL
 BW2439
 BW2439  NAD 83(1993)-  31 16 00.61622(N)    091 11 42.21452(W) AD(       ) 2
 BW2439  NAD 83(1986)-  31 16 00.61767(N)    091 11 42.21221(W) AD(       ) 2
 BW2439  NAD 27      -  31 16 00.00300(N)    091 11 41.82600(W) AD(       ) 2
 BW2439
 BW2439.Superseded values are not recommended for survey control.
 BW2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2439.See file dsdata.txt to determine how the superseded data were derived.
 BW2439
 BW2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7184260580(NAD 83)
 BW2439_MARKER: DS = TRIANGULATION STATION DISK
 BW2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2439
 BW2439  HISTORY     - Date     Condition        Report By
 BW2439  HISTORY     - 1949     MONUMENTED       CGS
 BW2439  HISTORY     - 1956     GOOD             CGS
 BW2439  HISTORY     - 1956     GOOD             HUMBLE
 BW2439  HISTORY     - 1960     GOOD             USGS
 BW2439  HISTORY     - 1966     GOOD             CGS
 BW2439  HISTORY     - 1969     GOOD             MSHD
 BW2439
 BW2439                          STATION DESCRIPTION
 BW2439
 BW2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2439'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 BW2439'WOODVILLE, 8 MILES WEST OF CROSBY, AND IN THE HOMOCHITTO
 BW2439'NATIONAL FOREST.  THE MARK IS 80 FEET NORTH OF THE APPROXIMATE
 BW2439'CENTER LINE OF HOMOCHITTO NATIONAL FOREST ROUTE 126 AND 41
 BW2439'FEET WEST OF THE NORTHWEST CORNER OF THE BUFFALO LOOKOUT
 BW2439'TOWER SHELTER HOUSE.
 BW2439'
 BW2439'TO REACH THE STATION FROM THE ILLINOIS-CENTRAL RAILROAD
 BW2439'DEPOT IN CROSBY, GO NORTH ON A PAVED ROAD FOR 0.3 MILE,
 BW2439'CONTINUE STRAIGHT AHEAD, NORTH, ON A GRAVELED ROAD FOR 1.05
 BW2439'MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD, WEST,
 BW2439'FOR 3 MILES TO A FORK IN THE ROAD, TAKE THE RIGHT ROAD,
 BW2439'NORTHWEST, FOR 1.1 MILES TO ANOTHER FORK IN THE ROAD, TAKE
 BW2439'THE LEFT FORK, THE HOMOCHITTO NATIONAL FOREST ROUTE 126, AND GO
 BW2439'WEST FOR 0.9 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT
 BW2439'AHEAD, NORTH, FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 BW2439'AND FOLLOW ROUTE 126 NORTHWESTERLY FOR 2.35 MILES TO THE
 BW2439'STATION AND THE BUFFALO LOOKOUT TOWER ON THE RIGHT.
 BW2439'
 BW2439'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 BW2439'0.1 MILE TO A FORK IN THE THE ROAD, TAKE THE LEFT ROAD AND
 BW2439'GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2439'
 BW2439'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 BW2439'BUFFALO 1949.
 BW2439'
 BW2439'REFERENCE MARK NO 1 IS 50 FEET EAST OF THE NORTHEAST LEG
 BW2439'OF THE LOOKOUT TOWER AND 6 FEET NORTH OF THE NORTHWEST CORNER
 BW2439'OF THE SHELTER HOUSE.  THE MARK PROJECTS 2 INCHES, AND THE
 BW2439'DISK IS STAMPED BUFFALO NO 1 1949.
 BW2439'
 BW2439'REFERENCE MARK NO. 2 IS 67 FEET EAST OF A POWER POLE AND
 BW2439'18 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF ROUTE 126.
 BW2439'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BUFFALO
 BW2439'NO 2 1949.
 BW2439'
 BW2439'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, 45
 BW2439'FEET WEST OF THE ENTRANCE OF A DIM TRACK ROAD, 25 FEET WEST
 BW2439'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 5
 BW2439'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 BW2439'AND THE DISK IS STAMPED BUFFALO 1949.
 BW2439'
 BW2439'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2439'SQUARE CONCRETE POSTS.
 BW2439'
 BW2439'A 113 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION
 BW2439'STATIONS CROSBY, LEVEES AND RED BUG.
 BW2439'
 BW2439'A 113 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION
 BW2439'STATIONS WOODVILLE AND FOSTER.
 BW2439'
 BW2439'A 113 FOOT TOWER NEEDED TO SEE 64 FEET AT TRIANGULATION
 BW2439'STATIONS STEPHENSON, KNOXVILLE AND DRY.
 BW2439'
 BW2439'A 113 FOOT TOWER NEEDED TO SEE 50 FEET AT TRIANGULATION
 BW2439'STATION ROSETTA.
 BW2439'
 BW2439'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 BW2439
 BW2439                          STATION RECOVERY (1956)
 BW2439
 BW2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2439'THE STATION WAS VISITED 6-12-56 AND ALL MARKS WERE FOUND
 BW2439'IN GOOD CONDITION.  THE SHELTERS NEAR THE LOOKOUT TOWER
 BW2439'HAS BEEN TORN DOWN AND ONLY THE CONCRETE FOUNDATIONS REMAIN.
 BW2439'A NEW DESCRIPTION FOLLOWS--
 BW2439'
 BW2439'THE STATION IS LOCATED IN THE HOMOCHITTO NATIONAL FOREST,
 BW2439'13 MILES NORTH-NORTHEAST OF WOODVILLE AND 8 MILES WEST OF
 BW2439'CROSBY, AT THE SITE OF THE BUFFALO LOOKOUT TOWER, WHICH
 BW2439'IS 0.1 MILE NORTHEAST OF A FORKS IN A GRAVEL ROAD.  IT IS
 BW2439'79 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 40.5
 BW2439'FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 BW2439'FOUNDATION OF THE OLD SHELTER, 26.5 FEET EAST OF THE NORTHEAST
 BW2439'LEG OF THE LOOKOUT TOWER, 34.7 FEET EAST OF THE CENTER OF
 BW2439'THE LOOKOUT TOWER AND 32 FEET NORTHWEST OF A POWER POLE
 BW2439'WITH A LIGHT METER ATTACHED.  IT IS A STANDARD DISK, STAMPED
 BW2439'BUFFALO 1949, PROJECTING 4 INCHES.
 BW2439'
 BW2439'REFERENCE MARK NO. 1 IS 43.43 FEET NORTH OF THE STATION,
 BW2439'49 FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 BW2439'7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 BW2439'FOUNDATION OF THE SHELTER, 68 FEET NORTH-NORTHWEST OF THE
 BW2439'POWER POLE.  IT IS A STANDARD DISK, STAMPED BUFFALO NO 1
 BW2439'1949, PROJECTING 4 INCHES.
 BW2439'
 BW2439'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 66 FEET
 BW2439'NORTH OF THE POWER POLE 18 FEET SOUTHEAST OF THE CENTER
 BW2439'OF THE GRAVELED ROAD, 68 FEET EAST OF THE POWER POLE WITH
 BW2439'THE LIGHT METER ATTACHED.  IT IS A STANDARD DISK, STAMPED
 BW2439'BUFFALO NO 2 1949, PROJECTING 4 INCHES.
 BW2439'
 BW2439'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHWEST OF THE STATION,
 BW2439'OPPOSITE A DIM TRACK ROAD LEADING EAST, 25 FEET WEST OF
 BW2439'THE CENTER OF THE GRAVELED ROAD, AND ABOUT 4 FEET ABOVE
 BW2439'THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK, STAMPED BUFFALO
 BW2439'1949, PROJECTING 4 INCHES.
 BW2439'
 BW2439'TO REACH THE STATION FROM THE ILLINOIS CENTREAL RAILROAD
 BW2439'STATION IN CROSBY, GO NORTHWEST ON STATE HIGHWAY 33 FOR
 BW2439'1.3 MILES TO A CROSSROAD (THIS IS 0.1 MILE NORTHWEST OF
 BW2439'A CONCRETE BRIDGE), TURN LEFT ON STATE HIGHWAY 563 AND GO
 BW2439'3.0 MILES TO A FORK, TAKE RIGHT FORK AND GO 1.2 MILES TO
 BW2439'A FORK (WHICH IS 0.1 MILE NORTHWEST OF A SMALL CEMETERY
 BW2439'ON THE LEFT), TURN LEFT AND GO 0.9 MILE TO A SIDE ROAD LEFT
 BW2439'AND THE A.B. LONGNINE STORE ON THE RIGHT, KEEP STRAIGHT
 BW2439'AHEAD FOR 1.1 MILE TO A FORK, TAKE RIGHT FORK AND GO 2.65
 BW2439'MILE TO THE BUFFALO TOWER AND THE STATION ON THE RIGHT.
 BW2439'
 BW2439'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST
 BW2439'FOR 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE TO
 BW2439'THE MARK ON THE RIGHT.
 BW2439
 BW2439                          STATION RECOVERY (1956)
 BW2439
 BW2439'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1956 (BWV)
 BW2439'STATION STAMPED BUFFALO 1949 RECOVERED IN GOOD CONDITION,
 BW2439'PROJECTS ONE INCH ABOVE GROUND.
 BW2439'
 BW2439'REFERENCE MARKS NOS. 1 AND 2 ARE IN GOOD CONDITION.  R.M.
 BW2439'1 IS 4 INCHES ABOVE GROUND.  R.M. 2 IS 6 INCHES ABOVE GROUND.
 BW2439'
 BW2439'THE AZIMUTH MARK IS IN GOOD CONDITION AND IS 5 INCHES ABOVE
 BW2439'GROUND.  THE MARK CANNOT BE SEEN AT TRIPOD HEIGHT, VIEW
 BW2439'OBSTRUCTED BY TREES.
 BW2439'
 BW2439'BUFFALO LOOKOUT TOWER SHELTER HOUSE HAS ONLY PORTIONS OF
 BW2439'CONCRETE FOUNDATION REMAINING.
 BW2439
 BW2439                          STATION RECOVERY (1960)
 BW2439
 BW2439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BW2439'REFERENCE MARK NO. 2 DESTROYED.
 BW2439
 BW2439                          STATION RECOVERY (1966)
 BW2439
 BW2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2439'THE STATION WAS VISITED 5/12/66.  THE STATION MARK AND REFERENCE
 BW2439'MARK 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND
 BW2439'THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARK 3
 BW2439'WAS ESTABLISHED AT THIS DATE.  THE DISTANCE FROM THE STATION
 BW2439'MARK TO REFERENCE MARK 3 WAS FOUND TO BE 43.72 FEET INSTEAD
 BW2439'OF 43.43 FEET.  THE DISTANCE TO THE DETERMINED CENTER OF
 BW2439'THE LOOKOUT TOWER WAS FOUND TO BE CORRECT.  THE STATION
 BW2439'MARK AND REFERENCE MARK 1 DO NOT APPEAR TO HAVE BEEN
 BW2439'DISTURBED.  THE TO REACH HAS CHANGED DUE TO ROAD CONSTRUCTION.
 BW2439'A NEW DESCRIPTION FOLLOWS--
 BW2439'
 BW2439'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHEAST OF
 BW2439'WOODVILLE, 8 MILES WEST OF CROSBY, AT THE BUFFALO LOOKOUT
 BW2439'TOWER, 89.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 BW2439'CONCRETE BLOCK BUILDING, 80 FEET NORTHWEST OF THE CENTER LINE
 BW2439'OF A GRAVELED ROAD, 31.5 FEET NORTHWEST OF A POWER POLE,
 BW2439'26 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 BW2439'26 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE TOWER AND
 BW2439'AT ABOUT THE SAME ELEVATION AS THE LOOKOUT TOWER.  THE MARK
 BW2439'IS STAMPED BUFFALO 1949 AND PROJECTS ABOUT 1 INCH ABOVE
 BW2439'THE GROUND.
 BW2439'
 BW2439'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUFFALO NO
 BW2439'1 1949, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BW2439'ABOVE THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE SOUTHWEST
 BW2439'CORNER OF THE BLOCK BUILDING, 50 FEET NORTHEAST OF THE NORTHEAST
 BW2439'LEG OF THE LOOKOUT TOWER AND ON LINE BETWEEN THE NORTHEAST
 BW2439'LEG OF THE TOWER AND THE BUILDING, AND 1 FOOT WEST OF A
 BW2439'METAL WITNESS POST.
 BW2439'
 BW2439'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BUFFALO NO
 BW2439'3 1949, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BW2439'GROUND.  IT IS 8 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT
 BW2439'TOWER AND 1 FOOT SOUTH OF THE PROJECTED LINE OF THE NORTHWEST
 BW2439'LEG AND SOUTHEAST LEG OF THE LOOKOUT TOWER.
 BW2439'
 BW2439'TO REACH FROM THE RAILROAD STATION IN CROSBY, GO NORTH ON
 BW2439'STATE ROAD 33 FOR 1.2 MILES TO A FORK JUST AFTER CROSSING
 BW2439'A CONCRETE BRIDGE.  TURN LEFT ON STATE ROAD 563 AND GO 4.4
 BW2439'MILES TO A FORK AND STORE ON THE RIGHT.  TAKE THE RIGHT
 BW2439'FORK, FOREST SERVICE ROAD 126, AND GO 2.3 MILES TO A REVERSE
 BW2439'FORK ON THE RIGHT JUST AFTER PASSING THE BUFFALO LOOKOUT
 BW2439'TOWER ON THE RIGHT.  TURN SHARP RIGHT AND GO 0.1 MILE TO
 BW2439'THE LOOKOUT TOWER AND THE STATION.
 BW2439'
 BW2439'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 72.88
 BW2439'FEET.
 BW2439
 BW2439                          STATION RECOVERY (1969)
 BW2439
 BW2439'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2439'THE STATION WAS VISITED 9-10-69 AND THE STATION MARK, REFERENCE
 BW2439'MARK, NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 BW2439'
 BW2439'THE STATION IS LOCATED 8 MILES WEST SOUTHWEST OF CROSBY,
 BW2439'11.4 MILES NORTHWEST OF GLOSTER, 12.8 MILES NORTHEAST OF
 BW2439'WOODVILLE ON THE SITE OF THE BUFFALO LOOKOUT TOWER NEAR
 BW2439'THE CENTER OF THE EAST SIDE OF SECTION 39, T 4N, R 1W AND
 BW2439'ON LAND OWNED BY THE U.S. GOVERNMENT.  IT IS 78 FEET NORTHWEST
 BW2439'OF THE CENTER OF A GRAVELED ROAD, 26.5 FEET SOUTHEAST OF
 BW2439'THE NORTHEAST LEG OF THE TOWER, 26 FEET EAST NORTHEAST OF
 BW2439'THE SOUTHEAST LEG OF THE TOWER, 90 FEET SOUTHWEST OF THE
 BW2439'SOUTH CORNER OF A SMALL CONCRETE BLOCK BUILDING AND 32.5
 BW2439'FEET NORTHWEST OF A POWER LINE SERVICE POLE.
 BW2439'
 BW2439'IT IS A C AND GS TRIANGULATION DISK, STAMPED BUFFALO 1949
 BW2439'PROJECTING 2 INCHES.
 BW2439'
 BW2439'REFERENCE MARK NO. 1 IS 43.72 FEET NORTHEAST OF THE STATION.
 BW2439'IT IS 95 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2439'50 FEET NORTHEAST OF THE NORTHEAST LEG OF THE TOWER, 49.5
 BW2439'FEET SOUTHWEST OF THE SOUTH CORNER OF A SMALL CONCRETE BLOCK
 BW2439'BUILDING, 69.5 FEET NORTHEAST OF A POWER LINE SERVICE POLE
 BW2439'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A C
 BW2439'AND GS REFERENCE MARK DISK, STAMPED BUFFALO NO 1 1949
 BW2439'PROJECTING 6 INCHES.
 BW2439'
 BW2439'REFERENCE MARK NO. 3 IS 54.49 FEET WEST NORTHWEST OF THE
 BW2439'STATION.  IT IS 8 FEET NORTHWEST OF THE NORTHWEST LEG OF
 BW2439'THE TOWER, 28.5 FEET WEST SOUTHWEST OF THE NORTHEAST LEG
 BW2439'OF THE TOWER AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BW2439'IT IS A C AND GS REFERENCE MARK DISK, STAMPED BUFFALO NO
 BW2439'3 1949 PROJECTING 1 INCH.
 BW2439'
 BW2439'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 72.88
 BW2439'FEET.
 BW2439'
 BW2439'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CROSBY
 BW2439'GO NORTHWEST ON STATE HIGHWAY 33 FOR 1.3 MILES TO THE JUNCTION
 BW2439'OF STATE HIGHWAY 563 JUST BEYOND A CONCRETE BRIDGE.  TURN
 BW2439'LEFT (SOUTHWEST) AND CONTINUE ON STATE HIGHWAY 563 FOR 4.5
 BW2439'MILES TO A CROSSROADS WITH A STORE IN THE NORTHWEST ANGLE.
 BW2439'TURN LEFT (NORTHWEST) AND CONTINUE ON FOREST SERVICE ROAD
 BW2439'NO. 126 FOR 1 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 BW2439'NORTH ON FOREST SERVICE ROAD NO. 126 FOR 3.4 MILES TO THE
 BW2439'LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 BW2439'
 BW2439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BW2439'WEST SOUTHWEST OF CROSBY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2438 ***********************************************************************
 BW2438  DESIGNATION -  BUFFALO LOOKOUT TOWER
 BW2438  PID         -  BW2438
 BW2438  STATE/COUNTY-  MS/WILKINSON
 BW2438  USGS QUAD   -  GARDEN CITY (1988)
 BW2438
 BW2438                         *CURRENT SURVEY CONTROL
 BW2438  ___________________________________________________________________
 BW2438* NAD 83(1993)-  31 16 00.58540(N)    091 11 42.61627(W)     ADJUSTED  
 BW2438* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BW2438  ___________________________________________________________________
 BW2438  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BW2438  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW2438  HORZ ORDER  -  THIRD
 BW2438
 BW2438.The horizontal coordinates were established by classical geodetic methods
 BW2438.and adjusted by the National Geodetic Survey in May 1994.
 BW2438
 BW2438.The orthometric height was scaled from a topographic map.
 BW2438
 BW2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2438
 BW2438.The geoid height was determined by GEOID03.
 BW2438
 BW2438;                    North         East     Units Scale Factor Converg.
 BW2438;SPC MS W     -   196,179.491   617,923.555   MT  1.00003306   -0 26 50.4
 BW2438;SPC MS W     -   643,632.21  2,027,304.20   sFT  1.00003306   -0 26 50.4
 BW2438;UTM  15      - 3,460,578.889   671,831.476   MT  0.99996420   +0 56 13.1
 BW2438
 BW2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2438!SPC MS W     -   0.99998692  x   1.00003306  =   1.00001998
 BW2438!UTM  15      -   0.99998692  x   0.99996420  =   0.99995112
 BW2438
 BW2438                          SUPERSEDED SURVEY CONTROL
 BW2438
 BW2438  NAD 83(1993)-  31 16 00.59954(N)    091 11 42.61393(W) AD(       ) 4
 BW2438  NAD 83(1986)-  31 16 00.60169(N)    091 11 42.61165(W) AD(       ) 4
 BW2438  NAD 27      -  31 15 59.98600(N)    091 11 42.22600(W) AD(       ) 3
 BW2438
 BW2438.Superseded values are not recommended for survey control.
 BW2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2438.See file dsdata.txt to determine how the superseded data were derived.
 BW2438
 BW2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7183160579(NAD 83)
 BW2438_MARKER: 57 = LOOKOUT TOWER
 BW2438
 BW2438  HISTORY     - Date     Condition        Report By
 BW2438  HISTORY     - 1949     FIRST OBSERVED   CGS
 BW2438  HISTORY     - 1956     GOOD             CGS
 BW2438  HISTORY     - 1969     GOOD             MSHD
 BW2438
 BW2438                          STATION DESCRIPTION
 BW2438
 BW2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2438'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 BW2438'WOODVILLE, 8 MILES WEST OF CROSBY, AND IN THE HOMOCHITTO
 BW2438'NATIONAL FOREST.
 BW2438'
 BW2438'TO REACH THE STATION FROM THE ILLINOIS-CENTRAL RAILROAD
 BW2438'DEPOT IN CROSBY, GO NORTH ON PAVED ROAD FOR 0.3 MILE, CONTINUE
 BW2438'STRAIGHT AHEAD, NORTH, ON A GRAVELED ROAD FOR 1.05 MILES
 BW2438'TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD, WESTERLY,
 BW2438'FOR 3 MILES TO A FORK IN THE ROAD TAKE THE RIGHT ROAD, NORTHWEST,
 BW2438'FOR 1.1 MILE TO ANOTHER FORK IN THE ROAD, TAKE THE LEFT
 BW2438'ROAD, THE HOMOCHITTO NATIONAL FOREST ROUTE 126, AND GO WEST
 BW2438'FOR 0.9 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD,
 BW2438'NORTHERLY, FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 BW2438'AND FOLLOW ROUTE 126 NORTHWESTERLY FOR 2.35 MILES TO THE
 BW2438'BUFFALO LOOKOUT TOWER AND TRIANGULATION STATION BUFFALO ON
 BW2438'THE RIGHT.
 BW2438'
 BW2438'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 BW2438'OBSERVATION PLATFORM AT ITS TOP AND IS APPROXIMATELY 110
 BW2438'FEET HIGH.
 BW2438'
 BW2438'IT IS 10.58 METERS (34.7 FEET) WEST OF TRIANGULATION STATION
 BW2438'BUFFALO AT THE LOOKOUT TOWER BASE.  THE POINT INTERSECTED
 BW2438'WAS THE APEX OF THE METAL ROOF OF THE OBSERVATION PLATFORM.
 BW2438
 BW2438                          STATION RECOVERY (1956)
 BW2438
 BW2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2438'THE STATION WAS VISITED 6-12-56 AND WAS FOUND IN GOOD CONDITION.
 BW2438'THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE.
 BW2438
 BW2438                          STATION RECOVERY (1969)
 BW2438
 BW2438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2438'THE STATION WAS VISITED 9-10-69 AND THE STATION WAS FOUND
 BW2438'IN GOOD CONDITION.
 BW2438'
 BW2438'THE STATION IS LOCATED 8 MILES WEST SOUTHWEST OF CROSBY,
 BW2438'11.4 MILES NORTHWEST OF GLOSTER, 12.8 MILES NORTHEAST OF
 BW2438'WOODVILLE NEAR THE CENTER OF THE EAST SIDE OF SECTION 39,
 BW2438'T 4N, R 1W AND ON LAND OWNED BY THE U.S. GOVERNMENT.  IT
 BW2438'IS A GLASS ENCLOSED CABIN ATOP A FOUR LEGGED STEEL STRUCTURE
 BW2438'APPROXIMATELY 110 FEET HIGH.  IT IS 10.58 METERS (34.7 FEET)
 BW2438'WEST OF TRIANGULATION STATION BUFFALO AT THE TOWER BASE.
 BW2438'THE APEX OF THE CABIN ROOF WAS THE POINT OBSERVED.
 BW2438'
 BW2438'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CROSBY
 BW2438'GO NORTHWEST ON STATE HIGHWAY 33 FOR 1.3 MILES TO THE JUNCTION
 BW2438'OF STATE HIGHWAY 563 JUST BEYOND A CONCRETE BRIDGE.  TURN
 BW2438'LEFT (SOUTHWEST) AND CONTINUE ON STATE HIGHWAY 563 FOR 4.5
 BW2438'MILES TO A CROSSROADS.  TURN LEFT (NORTHWEST) AND CONTINUE
 BW2438'ON FOREST SERVICE RAOD NO. 126 FOR 1 MILE TO A FORK.  TAKE
 BW2438'THE RIGHT FORK AND CONTINUE NORTH ON FOREST SERVICE ROAD NO.
 BW2438'126 FOR 3.4 MILES TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1523 ***********************************************************************
 EG1523  DESIGNATION -  BULL MTN
 EG1523  PID         -  EG1523
 EG1523  STATE/COUNTY-  MS/ITAWAMBA
 EG1523  USGS QUAD   -  SHOTTSVILLE (1967)
 EG1523
 EG1523                         *CURRENT SURVEY CONTROL
 EG1523  ___________________________________________________________________
 EG1523* NAD 83(1993)-  34 19 16.14311(N)    088 11 40.01080(W)     ADJUSTED  
 EG1523* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 EG1523  ___________________________________________________________________
 EG1523  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EG1523  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG1523  HORZ ORDER  -  SECOND
 EG1523
 EG1523.The horizontal coordinates were established by classical geodetic methods
 EG1523.and adjusted by the National Geodetic Survey in May 1994.
 EG1523
 EG1523.The orthometric height was scaled from a topographic map.
 EG1523
 EG1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1523
 EG1523.The geoid height was determined by GEOID03.
 EG1523
 EG1523;                    North         East     Units Scale Factor Converg.
 EG1523;SPC MS E     -   534,754.027   358,797.795   MT  0.99999260   +0 21 36.8
 EG1523;SPC MS E     - 1,754,438.84  1,177,155.77   sFT  0.99999260   +0 21 36.8
 EG1523;SPC AL W     -   479,358.235   536,089.754   MT  0.99998366   -0 23 29.6
 EG1523;UTM  16      - 3,798,411.376   390,109.285   MT  0.99974885   -0 40 24.7
 EG1523
 EG1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1523!SPC MS E     -   0.99997512  x   0.99999260  =   0.99996772
 EG1523!SPC AL W     -   0.99997512  x   0.99998366  =   0.99995878
 EG1523!UTM  16      -   0.99997512  x   0.99974885  =   0.99972397
 EG1523
 EG1523:                Primary Azimuth Mark                     Grid Az
 EG1523:SPC MS E     -  RED BAY MUNICIPAL TANK                   020 26 11.6
 EG1523:SPC AL W     -  RED BAY MUNICIPAL TANK                   021 11 18.0
 EG1523:UTM  16      -  RED BAY MUNICIPAL TANK                   021 28 13.1
 EG1523
 EG1523|---------------------------------------------------------------------|
 EG1523| PID    Reference Object                     Distance      Geod. Az  |
 EG1523|                                                           dddmmss.s |
 EG1523| EG1525 RED BAY MUNICIPAL TANK              APPROX.13.6 KM 0204748.4 |
 EG1523| CG3307 BULL MTN RM 1                        22.072 METERS 18803     |
 EG1523| EG0306 TREMONT                             APPROX.12.1 KM 2060635.2 |
 EG1523| CG3308 BULL MTN RM 2                        20.071 METERS 29032     |
 EG1523|---------------------------------------------------------------------|
 EG1523
 EG1523                          SUPERSEDED SURVEY CONTROL
 EG1523
 EG1523  NAD 83(1993)-  34 19 16.14444(N)    088 11 40.01034(W) AD(       ) 2
 EG1523  NAD 83(1986)-  34 19 16.15128(N)    088 11 40.00783(W) AD(       ) 2
 EG1523  NAD 27      -  34 19 15.78900(N)    088 11 39.86000(W) AD(       ) 2
 EG1523
 EG1523.Superseded values are not recommended for survey control.
 EG1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1523.See file dsdata.txt to determine how the superseded data were derived.
 EG1523
 EG1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9010998411(NAD 83)
 EG1523_MARKER: DS = TRIANGULATION STATION DISK
 EG1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1523
 EG1523  HISTORY     - Date     Condition        Report By
 EG1523  HISTORY     - 1950     MONUMENTED       CGS
 EG1523  HISTORY     - 1962     GOOD             MSHD
 EG1523
 EG1523                          STATION DESCRIPTION
 EG1523
 EG1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1523'THE STATION IS LOCATED ON TIMBERED RIDGE ABOUT 13 MILES
 EG1523'EAST-NORTHEAST OF
 EG1523'FULTON, 7 MILES NORTH-NORTHEAST OF THE SMALL COMMUNITY OF TREMONT ON
 EG1523'U.S.  HIGHWAY 78,
 EG1523'AND ON PROPERTY OWNED BY THE PUCKET AND MEYERS
 EG1523'LUMBER COMPANY OF AMORY,
 EG1523'MISSISSIPPI.  THE MARK IS 180 FEET NORTH OF
 EG1523'THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 EG1523'33 FEET NORTHEAST OF AN
 EG1523'8-INCH TRIANGULARLY BLAZED OAK TREE, AND 6 FEET SOUTHEAST OF
 EG1523'A WITNESS
 EG1523'POST.
 EG1523'
 EG1523'TO REACH THE STATION FROM THE ITAWAMBA COUNTY COURTHOUSE IN FULTON,
 EG1523'GO EASTERLY ON U.S.
 EG1523'HIGHWAY 78 FOR 9.5 MILES TO A CROSSROAD IN TREMONT,
 EG1523'TURN LEFT, NORTH, AND GO 0.8 MILE
 EG1523'TO STATE HIGHWAY 12, TURN RIGHT,
 EG1523'NORTHERLY, AND GO 7.3 MILES ON HIGHWAY 23 TO A
 EG1523'CROSSROAD IN THE SMALL
 EG1523'COMMUNITY OF DOWNS CROSSROADS, TURN RIGHT, EAST AND NORTH, AND
 EG1523'FOLLOW A WINDING
 EG1523'ROAD FOR 1.4 MILES TO THE TOP OF THE RIDGE AND STATION ON
 EG1523'THE LEFT.
 EG1523'
 EG1523'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EG1523'
 EG1523'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BULL MTN.
 EG1523'1950.
 EG1523'
 EG1523'REFERENCE MARK NO. 1 IS 105 FEET NORTH OF THE APPROXIMATE CENTER OF
 EG1523'THE GRAVELED ROAD.
 EG1523'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 EG1523'BULL MTN.  NO 1 1950.
 EG1523'
 EG1523'REFERENCE MARK NO. 2 IS 35 FEET NORTHWEST OF THE TRIANGULARLY BLAZED
 EG1523'OAK TREE.  THE MARK
 EG1523'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BULL MTN.
 EG1523'NO 2 1950.
 EG1523'
 EG1523'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG1523'CYLINDERS.
 EG1523'
 EG1523'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1523
 EG1523                          STATION RECOVERY (1962)
 EG1523
 EG1523'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1523'THE STATION WAS VISITED 5 - 4 - 62.  THE STATION, RM NO. 1 AND RM NO.
 EG1523'2 WERE FOUND IN GOOD
 EG1523'CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE.
 EG1523'
 EG1523'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND 1.0
 EG1523'FOOT SOUTH OF RM
 EG1523'NO.  1.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1189 ***********************************************************************
 DK1189  DESIGNATION -  BULLITT BOLT
 DK1189  PID         -  DK1189
 DK1189  STATE/COUNTY-  MS/WASHINGTON
 DK1189  USGS QUAD   -  GLEN ALLAN (1970)
 DK1189
 DK1189                         *CURRENT SURVEY CONTROL
 DK1189  ___________________________________________________________________
 DK1189* NAD 83(1986)-  33 07 14.     (N)    091 05 03.     (W)     SCALED    
 DK1189* NAVD 88     -        33.623  (meters)     110.31   (feet)  ADJUSTED  
 DK1189  ___________________________________________________________________
 DK1189  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1189  DYNAMIC HT  -          33.588 (meters)     110.20  (feet)  COMP
 DK1189  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DK1189
 DK1189  VERT ORDER  -  FIRST     CLASS I
 DK1189
 DK1189.The horizontal coordinates were scaled from a topographic map and have
 DK1189.an estimated accuracy of +/- 6 seconds.
 DK1189
 DK1189.The orthometric height was determined by differential leveling
 DK1189.and adjusted in June 1991.
 DK1189
 DK1189.The geoid height was determined by GEOID03.
 DK1189
 DK1189.The dynamic height is computed by dividing the NAVD 88
 DK1189.geopotential number by the normal gravity value computed on the
 DK1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1189.degrees latitude (g = 980.6199 gals.).
 DK1189
 DK1189.The modeled gravity was interpolated from observed gravity values.
 DK1189
 DK1189;                    North         East    Units  Estimated Accuracy
 DK1189;SPC MS W     -   401,660.      629,930.      MT  (+/- 180 meters Scaled)
 DK1189
 DK1189                          SUPERSEDED SURVEY CONTROL
 DK1189
 DK1189  NGVD 29 (??/??/??)   33.665  (m)          110.45   (f) ADJUSTED    1 1
 DK1189
 DK1189.Superseded values are not recommended for survey control.
 DK1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1189.See file dsdata.txt to determine how the superseded data were derived.
 DK1189
 DK1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS787662(NAD 83)
 DK1189_MARKER: B = BOLT
 DK1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1189
 DK1189  HISTORY     - Date     Condition        Report By
 DK1189  HISTORY     - UNK      MONUMENTED       DOD
 DK1189  HISTORY     - 1973     GOOD             NGS
 DK1189  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1189
 DK1189                          STATION DESCRIPTION
 DK1189
 DK1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1189'7.95 MI S FROM AVON.
 DK1189'ABOUT 6.20 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE AVON METHODIST
 DK1189'CHURCH AT AVON, THENCE 1.75 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 1,
 DK1189'THE MARK IS LOCATED ON THE SOUTHEAST BANK OF A BAYOU, 139 FEET
 DK1189'NORTHWEST OF THE APPROXIMATE CENTER OF THE OLD HIGHWAY, 37 FEET
 DK1189'NORTHEAST OF A 36-INCH CYPRESS TREE, 158 FEET NORTHWEST OF A POWER
 DK1189'POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, A COPPER BOLT WITH
 DK1189'ACCESS THROUGH A PIPE WHICH PROJECTS ABOUT 1 FOOT.
 DK1189
 DK1189                          STATION RECOVERY (1992)
 DK1189
 DK1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1189'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1190 ***********************************************************************
 DK1190  DESIGNATION -  BULLITT CAP
 DK1190  PID         -  DK1190
 DK1190  STATE/COUNTY-  MS/WASHINGTON
 DK1190  USGS QUAD   -  GLEN ALLAN (1970)
 DK1190
 DK1190                         *CURRENT SURVEY CONTROL
 DK1190  ___________________________________________________________________
 DK1190* NAD 83(1986)-  33 07 14.     (N)    091 05 04.     (W)     SCALED    
 DK1190* NAVD 88     -        34.851  (meters)     114.34   (feet)  ADJUSTED  
 DK1190  ___________________________________________________________________
 DK1190  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1190  DYNAMIC HT  -          34.814 (meters)     114.22  (feet)  COMP
 DK1190  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DK1190
 DK1190  VERT ORDER  -  FIRST     CLASS I
 DK1190
 DK1190.The horizontal coordinates were scaled from a topographic map and have
 DK1190.an estimated accuracy of +/- 6 seconds.
 DK1190
 DK1190.The orthometric height was determined by differential leveling
 DK1190.and adjusted in June 1991.
 DK1190
 DK1190.The geoid height was determined by GEOID03.
 DK1190
 DK1190.The dynamic height is computed by dividing the NAVD 88
 DK1190.geopotential number by the normal gravity value computed on the
 DK1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1190.degrees latitude (g = 980.6199 gals.).
 DK1190
 DK1190.The modeled gravity was interpolated from observed gravity values.
 DK1190
 DK1190;                    North         East    Units  Estimated Accuracy
 DK1190;SPC MS W     -   401,660.      629,910.      MT  (+/- 180 meters Scaled)
 DK1190
 DK1190                          SUPERSEDED SURVEY CONTROL
 DK1190
 DK1190  NGVD 29 (??/??/??)   34.892  (m)          114.47   (f) ADJUSTED    1 1
 DK1190
 DK1190.Superseded values are not recommended for survey control.
 DK1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1190.See file dsdata.txt to determine how the superseded data were derived.
 DK1190
 DK1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS787662(NAD 83)
 DK1190_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1190
 DK1190  HISTORY     - Date     Condition        Report By
 DK1190  HISTORY     - UNK      MONUMENTED       DOD
 DK1190  HISTORY     - 1967     GOOD             MSHD
 DK1190  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1190
 DK1190                          STATION DESCRIPTION
 DK1190
 DK1190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1190'1.5 MI NE FROM CHATHAM.
 DK1190'THE MARK WAS VISITED AND FOUND IN GOOD CONDITION.  THE MARK IS LOCATED
 DK1190'APPROXIMATELY 2.2 MILES SOUTHWEST OF LONGWOOD ON THE SOUTHEAST BANK OF
 DK1190'A BAYOU AND NORTHWEST OF OLD HIGHWAY 1 IN THE NORTHEASTERN 1/4 OF
 DK1190'SECTION 12, T 15N, R 9W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK1190'GREENVILLE, GO SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE
 DK1190'INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON
 DK1190'U.S. HIGHWAY 82 FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK1190'HIGHWAY 1.  TURN RIGHT (SOUTH) AND CONTINUE ON MISSISSIPPI HIGHWAY 1
 DK1190'FOR 17.7 MILES TO THE CROSSROADS AT LONGWOOD. CONTINUE SOUTH ON
 DK1190'MISSISSIPPI HIGHWAY 1 FOR 0.35 MILE TO A SIDE ROAD RIGHT. TURN RIGHT
 DK1190'AND IMMEDIATELY AFTERWARDS TURN LEFT AND CONTINUE SOUTHWEST ON OLD
 DK1190'HIGHWAY 1 FOR 1.8 MILES TO A BAYOU AND THE MARK ON THE RIGHT AS
 DK1190'DESCRIBED.  THE MARK IS A CAP FASTENED TO THE TOP OF AN IRON PIPE AND
 DK1190'PROJECTS 12 INCHES.  IT IS 158 FEET NORTHWEST OF A POWER POLE, 139
 DK1190'FEET NORTH OF THE CENTER OF THE OLD HIGHWAY 37 FEET NORTHEAST OF A 36
 DK1190'INCH CYPRESS AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 DK1190
 DK1190                          STATION RECOVERY (1992)
 DK1190
 DK1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1190'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2335 ***********************************************************************
 BW2335  DESIGNATION -  BUNKLEY
 BW2335  PID         -  BW2335
 BW2335  STATE/COUNTY-  MS/FRANKLIN
 BW2335  USGS QUAD   -  MEADVILLE (1988)
 BW2335
 BW2335                         *CURRENT SURVEY CONTROL
 BW2335  ___________________________________________________________________
 BW2335* NAD 83(1993)-  31 23 32.85361(N)    090 57 39.61906(W)     ADJUSTED  
 BW2335* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BW2335  ___________________________________________________________________
 BW2335  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BW2335  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW2335  HORZ ORDER  -  SECOND
 BW2335
 BW2335.The horizontal coordinates were established by classical geodetic methods
 BW2335.and adjusted by the National Geodetic Survey in May 1994.
 BW2335
 BW2335.The orthometric height was scaled from a topographic map.
 BW2335
 BW2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2335
 BW2335.The geoid height was determined by GEOID03.
 BW2335
 BW2335;                    North         East     Units Scale Factor Converg.
 BW2335;SPC MS W     -   209,957.970   640,303.994   MT  0.99999394   -0 19 37.1
 BW2335;SPC MS W     -   688,837.11  2,100,730.69   sFT  0.99999394   -0 19 37.1
 BW2335;UTM  15      - 3,474,895.009   693,871.890   MT  1.00006361   +1 03 44.8
 BW2335
 BW2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2335!SPC MS W     -   0.99998939  x   0.99999394  =   0.99998333
 BW2335!UTM  15      -   0.99998939  x   1.00006361  =   1.00005300
 BW2335
 BW2335:                Primary Azimuth Mark                     Grid Az
 BW2335:SPC MS W     -  MEADVILLE MUNICIPAL TANK                 036 34 03.4
 BW2335:UTM  15      -  MEADVILLE MUNICIPAL TANK                 035 10 41.5
 BW2335
 BW2335|---------------------------------------------------------------------|
 BW2335| PID    Reference Object                     Distance      Geod. Az  |
 BW2335|                                                           dddmmss.s |
 BW2335| BW2336 MEADVILLE MUNICIPAL TANK            APPROX.11.1 KM 0361426.3 |
 BW2335| CY3934 BUNKLEY RM 2                         24.110 METERS 07655     |
 BW2335| BW2324 BUDE                                APPROX.10.9 KM 0780623.6 |
 BW2335| BW2323 BUDE LOOKOUT TOWER                  APPROX.11.0 KM 0795433.5 |
 BW2335| CY3935 BUNKLEY 2 AZ MK                                    1174912.8 |
 BW2335| CY3932 BUNKLEY AZ MK                                      1175831.2 |
 BW2335| BW2334 BUNKLEY 2                            20.618 METERS 11759     |
 BW2335| CY3933 BUNKLEY RM 1                         26.457 METERS 21821     |
 BW2335|---------------------------------------------------------------------|
 BW2335
 BW2335                          SUPERSEDED SURVEY CONTROL
 BW2335
 BW2335  NAD 83(1986)-  31 23 32.86932(N)    090 57 39.61433(W) AD(       ) 2
 BW2335  NAD 27      -  31 23 32.25300(N)    090 57 39.24600(W) AD(       ) 2
 BW2335
 BW2335.Superseded values are not recommended for survey control.
 BW2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2335.See file dsdata.txt to determine how the superseded data were derived.
 BW2335
 BW2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9387274895(NAD 83)
 BW2335_MARKER: DS = TRIANGULATION STATION DISK
 BW2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2335
 BW2335  HISTORY     - Date     Condition        Report By
 BW2335  HISTORY     - 1949     MONUMENTED       CGS
 BW2335  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BW2335  HISTORY     - 1968     GOOD             CGS
 BW2335
 BW2335                          STATION DESCRIPTION
 BW2335
 BW2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2335'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MEADVILLE, 0.6
 BW2335'MILE NORTHWEST OF THE HOMOCHITTO RIVER, APPROXIMATELY 50
 BW2335'FEET SOUTH OF THE CENTER OF A GRAVEL PIT, 15 FEET SOUTH
 BW2335'OF A 1-FOOT TRIANGULAR BLAZED SCRUB OAK TREE, AND ON LAND
 BW2335'OWNED BY THE U.S. GOVERNMENT IN THE HOMOCHITTO NATIONAL
 BW2335'FOREST.
 BW2335'
 BW2335'TO REACH THE STATION FROM THE COURTHOUSE IN MEADVILLE, GO
 BW2335'WEST ON U.S. HIGHWAY 84 FOR 1.9 MILES TO A GRAVELED CROSSROAD,
 BW2335'TURN LEFT, SOUTH AND WEST AND FOLLOW THE MAIN GRAVELED ROAD
 BW2335'FOR 4.4 MILES TO THE HALFERDS GROCERY ON THE RIGHT, CONTINUE
 BW2335'SOUTHERLY AND WESTERLY ON THE MAIN GRAVELED ROAD FOR 2.3
 BW2335'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE
 BW2335'MAIN GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT,
 BW2335'(AS GRAVELED ROAD CURVES LEFT) TURN RIGHT AND PROCEED WESTERLY
 BW2335'ON THE GRAVEL PIT ROAD FOR ABOUT 25 YARDS TO THE STATION
 BW2335'ON THE SOUTH SIDE OF THE GRAVEL PIT AS DESCRIBED.
 BW2335'
 BW2335'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BW2335'BUNKLEY 1949.
 BW2335'
 BW2335'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE APPROXIMATE
 BW2335'CENTERLINE OF THE GRAVEL PIT ROAD.  THE MARK PROJECTS 5
 BW2335'INCHES, AND THE DISK IS STAMPED BUNKLEY NO 1 1949.
 BW2335'
 BW2335'REFERENCE MARK NO. 2 IS 79 FEET NORTH OF THE APPROXIMATE
 BW2335'CENTERLINE OF THE MAIN GRAVELED ROAD, 30 FEET SOUTH OF THE
 BW2335'APPROXIMATE CENTERLINE OF THE GRAVEL PIT ROAD.  THE MARK
 BW2335'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BUNKLEY NO 2 1949.
 BW2335'
 BW2335'THE AZIMUTH MARK IS 0.15 MILE FROM THE STATION, 21 FEET
 BW2335'SOUTH OF THE APPROXIMATE CENTERLINE OF THE MAIN GRAVELED ROAD
 BW2335'AND 2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 3
 BW2335'INCHES, AND THE DISK IS STAMPED BUNKLEY 1949.
 BW2335'
 BW2335'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2335'SQUARE CONCRETE POSTS.
 BW2335'
 BW2335'A 90 FOOT TOWER AT BUNKLEY WILL SEE A 103 FEET AT TRIANGULATION
 BW2335'STATION BUDE
 BW2335'
 BW2335'A 90 FOOT TOWER AT BUNKLEY WILL SEE A 64 FEET AT TRIANGULATION
 BW2335'STATION CASTON.
 BW2335'
 BW2335'A 90 FOOT TOWER AT BUNKLEY WILL SEE A 64 FEET AT TRIANGULATION
 BW2335'STATION BRUSHY.
 BW2335'
 BW2335'A 90 FOOT TOWER AT BUNKLEY WILL SEE A 37 FEET AT TRIANGULATION
 BW2335'STATION MEADVILLE.
 BW2335'
 BW2335'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2335
 BW2335                          STATION RECOVERY (1956)
 BW2335
 BW2335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2335'THE STATION WAS VISITED 8-21-56 AND THE SURFACE MARK AND
 BW2335'REFERENCE MARK NO. 1 WERE FOUND DESTROYED.  THE SURFACE MARK
 BW2335'WAS DESTROYED BY THE STRIPING AROUND THE EDGE OF A GRAVEL
 BW2335'PIT AND REFERENCE MARK NO. 1 WAS DESTROYED BY EXCAVATION
 BW2335'IN THE PIT.  THE SUB-SURFACE MARK, REFERENCE MARK NO. 2
 BW2335'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2335'A NEW STATION, BLUNKLEY 2 1956, WAS ESTABLISHED, 67.64 FEET
 BW2335'EAST OF THE STATION AND IN LINE WITH THE AZIMUTH MARK.
 BW2335'A TRIANGLE WAS OBSERVED AND CLOSED, INCLUDING BUNKLEY 1949,
 BW2335'BUNKLEY R.M. NO 2 AND BUNKLEY 2 1956, THUS MAKING REFERENCE
 BW2335'MARK NO. 2 ELIGIBLE TO BE USED AS A CONTROL POINT IF
 BW2335'NEEDED.  THE SUB-SURFACE MARK WILL SOON BE DESTROYED BY THE
 BW2335'ENLARGEMENT OF THE GRAVEL PIT.
 BW2335
 BW2335                          STATION RECOVERY (1968)
 BW2335
 BW2335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW2335'THE STATION WAS VISITED AND REFERENCE MARK NO. 2 AND THE AZIMUTH
 BW2335'MARK WERE FOUND IN GOOD CONDITION.  THE STATION HAD BEEN
 BW2335'RESET AND DESTROYED IN 1956 WHEN BUNKLEY 2 1956 WAS ESTABLISHED.
 BW2335'THE STATION WAS REESTABLISHED AT THIS DATE FROM BUNKLEY 2
 BW2335'1956 1968 AND REFERENCE MARK NO. 2.  A NEW DESCRIPTION FOLLOWS--
 BW2335'
 BW2335'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MEADVILLE,
 BW2335'0.6 MILE NORTHWEST OF THE HOMOCHITTO RIVER, ON THE TOP OF
 BW2335'A HILL WHICH WAS FORMERLY THE SITE OF A GRAVEL PIT, AT THE
 BW2335'NORTHWEST CORNER OF A TRIANGLE FORMED BY ROADS AND THE GRAVEL
 BW2335'PIT, IN AN AREA COVERED WITH SMALL PINE TREES.  IT IS 46
 BW2335'FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH,
 BW2335'111 FEET NORTH OF THE INTERSECTION OF GRAVELED ROADS AT THE
 BW2335'SOUTH END OF THE GRAVEL PIT, 25 FEET SOUTHWEST OF A 10 FOOT
 BW2335'BANK, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BW2335'TRIANGULATION STATION DISK, STAMPED BUNKLEY 1949 1968,
 BW2335'PROJECTING 6 INCHES.
 BW2335'
 BW2335'REFERENCE MARK NO. 2 IS 79.10 FEET EAST-NORTHEAST OF THE STATION,
 BW2335'83 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 14 FEET
 BW2335'NORTH OF THE SOUTH EDGE OF A 10 FOOT BANK AND 1 FOOT SOUTH
 BW2335'OF A METAL WITNESS POST.  IT IS REFERENCE MARK DISK, STAMPED
 BW2335'BUNKLEY NO 2 1949, PROJECTING 6 INCHES.
 BW2335'
 BW2335'BUNKLEY 2 1956 1968 IS 67.64 FEET EAST OF THE STATION, 106
 BW2335'FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE GRAVELED
 BW2335'ROADS SOUTH OF THE GRAVEL PIT, 39 FEET NORTHWEST OF A GRAVELED
 BW2335'ROAD, 33 FEET SOUTH OF THE SOUTH EDGE OF THE 10 FOOT BANK
 BW2335'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 BW2335'STATION DISK, STAMPED BUNKLEY 2 1956 1968, PROJECTING 4 INCHES.
 BW2335'
 BW2335'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION AT THE
 BW2335'OUTSIDE O F THE FIRST CURVE EAST OF THE STATION, 18.5 FEET
 BW2335'SOUTH OF THE CENTER OF THE ROAD, 28 FEET WEST OF A DIM WOODS
 BW2335'ROAD, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST AND 14
 BW2335'FEET WEST OF AN 18-INCH PINE TREE.  IT IS AN AZIMUTH MARK
 BW2335'DISK, STAMPED BUNKLEY 2 1956 1968, PROJECTING 2 INCHES.
 BW2335'
 BW2335'TO REACH THE STATION FROM THE FRANKLIN COUNTY COURTHOUSE
 BW2335'IN MEADVILLE, GO WEST ON U.S. HIGHWAY 98 FOR 2.2 MILES TO
 BW2335'A CROSSROAD, TURN LEFT AND SOUTHEAST ON BLACK TOP ROAD FOR
 BW2335'6.35 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, UPHILL, AND
 BW2335'GO 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BW2335'UPHILL FOR 0.15 MILE TO THE STATION ON THE RIGHT IN OLD
 BW2335'GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2334 ***********************************************************************
 BW2334  DESIGNATION -  BUNKLEY 2
 BW2334  PID         -  BW2334
 BW2334  STATE/COUNTY-  MS/FRANKLIN
 BW2334  USGS QUAD   -  MEADVILLE (1988)
 BW2334
 BW2334                         *CURRENT SURVEY CONTROL
 BW2334  ___________________________________________________________________
 BW2334* NAD 83(1993)-  31 23 32.53952(N)    090 57 38.92990(W)     NO CHECK  
 BW2334* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BW2334  ___________________________________________________________________
 BW2334  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BW2334  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW2334  HORZ ORDER  -  THIRD
 BW2334
 BW2334.The horizontal coordinates were established by classical geodetic methods
 BW2334.and adjusted by the National Geodetic Survey in May 1994.
 BW2334.No horizontal observational check was made to the station.
 BW2334
 BW2334.The orthometric height was scaled from a topographic map.
 BW2334
 BW2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2334
 BW2334.The geoid height was determined by GEOID03.
 BW2334
 BW2334;                    North         East     Units Scale Factor Converg.
 BW2334;SPC MS W     -   209,948.192   640,322.146   MT  0.99999391   -0 19 36.7
 BW2334;SPC MS W     -   688,805.03  2,100,790.24   sFT  0.99999391   -0 19 36.7
 BW2334;UTM  15      - 3,474,885.675   693,890.275   MT  1.00006370   +1 03 45.1
 BW2334
 BW2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2334!SPC MS W     -   0.99998939  x   0.99999391  =   0.99998330
 BW2334!UTM  15      -   0.99998939  x   1.00006370  =   1.00005309
 BW2334
 BW2334|---------------------------------------------------------------------|
 BW2334| PID    Reference Object                     Distance      Geod. Az  |
 BW2334|                                                           dddmmss.s |
 BW2334| CY3934 BUNKLEY RM 2                         16.011 METERS 01912     |
 BW2334| CY3935 BUNKLEY 2 AZ MK                                    1174805.6 |
 BW2334| CY3936 BUNKLEY 2 RM 3                       21.352 METERS 15845     |
 BW2334| BW2335 BUNKLEY                              20.618 METERS 29759     |
 BW2334|---------------------------------------------------------------------|
 BW2334
 BW2334                          SUPERSEDED SURVEY CONTROL
 BW2334
 BW2334  NAD 83(1986)-  31 23 32.55524(N)    090 57 38.92517(W) AD(       ) 3
 BW2334  NAD 27      -  31 23 31.93900(N)    090 57 38.55700(W) AD(       ) 3
 BW2334
 BW2334.Superseded values are not recommended for survey control.
 BW2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2334.See file dsdata.txt to determine how the superseded data were derived.
 BW2334
 BW2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ9389074886(NAD 83)
 BW2334_MARKER: DS = TRIANGULATION STATION DISK
 BW2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2334
 BW2334  HISTORY     - Date     Condition        Report By
 BW2334  HISTORY     - 1956     MONUMENTED       CGS
 BW2334  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BW2334
 BW2334                          STATION DESCRIPTION
 BW2334
 BW2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2334'THE STATION IS LOCATED 7 MILES SOUTHWEST OF MEADVILLE, 0.6
 BW2334'MILE NORTHWEST OF THE HOMOCHITTO RIVER, AT THE OUTSIDE AND
 BW2334'CENTER OF A CURVE IN A GRAVELED ROAD, AT THE EAST EDGE OF A
 BW2334'GRAVEL PIT, ON THE EAST SLOPE OF THE HILL AND OPPOSITE A DIM TRACK
 BW2334'ROAD LEADING SOUTHEAST.  IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST
 BW2334'EDGE OF A GRAVEL PIT, 41 FEET NORTHWEST OF A GRAVELED ROAD
 BW2334'IN THE MIDDLE OF A CURVE, 6 FEET WEST-NORTHWEST OF AN 18-INCH
 BW2334'PINE TREE, 73 FEET SOUTHWEST OF A ROAD LEADING TO THE GRAVEL PIT
 BW2334'AND 43 FEET SOUTHWEST OF A 2-FOOT PINE TREE.  IT IS A
 BW2334'STANDARD DISK, STAMPED BUNKLEY 2 1956, PROJECTING 2 INCHES.
 BW2334'
 BW2334'REFERENCE MARK NO. 2 IS 52.53 FEET NORTH-NORTHEAST OF THE
 BW2334'STATION, 82 FEET EAST OF THE GRAVEL PIT, 76 FEET EAST OF A
 BW2334'TRIANGULAR BLAZED TREE, 11 FEET NORTHEAST OF A 2-FOOT PINE
 BW2334'TREE AND 21 FEET SOUTH OF THE SOUTH EDGE OF A ROAD LEADING
 BW2334'NORTHWEST TO THE NORTH END OF THE GRAVEL PIT.  IT IS A STANDARD
 BW2334'DISK, STAMPED BUNKLEY NO 2 1949, PROJECTING 2 INCHES.  AN
 BW2334'ARROW WAS CHISELED IN THE DISK POINTING TO THE STATION.
 BW2334'
 BW2334'REFERENCE MARK NO. 3 IS 70.07 FEET SOUTHEAST OF THE STATION,
 BW2334'31 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD AT THE
 BW2334'INSIDE OF A CURVE, 4 FEET EAST OF AN 18-INCH PINE TREE,
 BW2334'20 FEET WEST-NORTHWEST OF A 2-FOOT PINE TREE AND 6 FEET
 BW2334'SOUTHWEST OF THE CENTER OF A DIM WOODS ROAD LEADING SOUTHEAST
 BW2334'AND ABOUT 12 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 BW2334'DISK, STAMPED BUNKLEY 2 NO 3 1956, PROJECTING 6 INCHES.
 BW2334'THE SLOPE DISTANCE FROM THE STATION IS 71.07 FEET.
 BW2334'
 BW2334'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION IN THE
 BW2334'FIRST CURVE IN THE ROAD EAST OF THE STATION, 21 FEET SOUTH
 BW2334'OF THE CENTER OF THE GRAVELED ROAD, AND 24 FEET NORTHWEST
 BW2334'OF A DIM WOOD ROAD.  IT IS A STANDARD DISK, STAMPED BUNKLEY 1949,
 BW2334'PROJECTING 4 INCHES.  NOTE--THE MARK IS OBSTRUCTED FROM THE
 BW2334'STATION AT PRESENT BY A LARGE LEANING PINE TREE.
 BW2334'
 BW2334'TO REACH THE STATION FROM THE COURTHOUSE IN MEADVILLE, GO
 BW2334'WEST ON U.S. HIGHWAY 84 FOR 1.95 MILES TO A SIDE ROAD LEFT,
 BW2334'TURN LEFT AND GO SOUTH FOR 6.85 MILES TO THE TOP OF THE HILL
 BW2334'AND THE STATION ON THE RIGHT AND A ROAD LEADING RIGHT TO
 BW2334'A GRAVEL PIT.
 BW2334
 BW2334                          STATION RECOVERY (1968)
 BW2334
 BW2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW2334'THE STATION WAS VISITED AND THE AZIMUTH MARK, R.M. NO. 2 AND
 BW2334'NO. 3 WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 BW2334'FOUND DESTROYED.  THE AZIMUTH MARK WAS OBSTRUCTED FROM THE
 BW2334'STATION BY A LEANING TREE.  A NEW AZIMUTH MARK WAS SET AND
 BW2334'A POLARIS OBSERVATION TAKEN.  THE STATION WAS REESTABLISHED
 BW2334'FROM THE MEASUREMENTS AND THE ANGLES FROM THE REFERENCE MARKS.
 BW2334'A NEW DESCRIPTION FOLLOWS--
 BW2334'
 BW2334'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MEADVILLE, AND
 BW2334'0.6 MILE NORTHWEST OF THE HOMOCHITTO RIVER, AT THE OUT SIDE
 BW2334'OF A CURVE IN A GRAVELED ROAD AND IN AN OLD GRAVEL PIT.  IT
 BW2334'IS 106 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 BW2334'GRAVEL ROADS AT THE SOUTH END OF THE PIT 39 FEET NORTHWEST
 BW2334'OF A GRAVELED ROAD, 33 FEET SOUTH OF THE SOUTH EDGE OF A 10
 BW2334'FOOT BANK AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BW2334'TRIANGULATION STATION DISK STAMPED BUNKLEY 2 1956 1968,
 BW2334'PROJECTING 4 INCHES.
 BW2334'
 BW2334'BUNKLEY 1949 1968 IS 67.64 FEET WEST OF THE STATION, 111
 BW2334'FEET N. OF THE CENTER OF THE INTERSECTION OF THE GRAVELED
 BW2334'ROAD SOUTH OF THE PIT, 46 FEET EAST OF THE CENTER OF A GRAVELED
 BW2334'ROAD LEADING NORTH, 25 FEET SOUTHWEST OF A 10 FOOT BANK,
 BW2334'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 BW2334'STATION DISK, STAMPED BUNKLEY 1949 1968, PROJECTING 6 INCHES.
 BW2334'
 BW2334'REFERENCE MARK NO. 2 IS 52.53 FEET NORTH OF THE STATION,
 BW2334'83 FEET NORTHWEST OF A GRAVELED ROAD, 14 FEET NORTH OF THE
 BW2334'SOUTH EDGE OF THE 10 FOOT BANK, AND 1 FOOT SOUTH OF A METAL
 BW2334'WITNESS POST.  IT IS REFERENCE MARK DISK, STAMPED BUNKLEY
 BW2334'NO 2 1949, PROJECTING 6 INCHES.
 BW2334'
 BW2334'REFERENCE MARK NO. 3 IS 70.22 FEET SOUTHEAST OF THE STATION,
 BW2334'30 FEET SOUTHEAST OF THE CENTER OF A GRAVELD ROAD AND ABOUT 5
 BW2334'FEET BELOW THE LEVEL OF THE ROAD, 96 FEET NORTHEAST OF THE
 BW2334'INTERSECTION OF THE GRAVEL ROAD, 12 FEET NORTH OF A 10-INCH
 BW2334'PINE TREE, 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BW2334'REFERENCE MARK DISK, STAMPED BUNKLEY 2 NO 3 1956, 4 INCHES
 BW2334'BELOW THE LEVEL OF THE GROUND.
 BW2334'
 BW2334'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION AT THE
 BW2334'OUTSIDE OF THE FIRST CURVE EAST OF THE STATION, 18.5 FEET
 BW2334'SOUTH OF THE OLD GRAVELED ROAD, 28 FEET W. OF A DIM WOODS ROAD,
 BW2334'14 FEET WEST OF AN 18-INCH PINE TREE AND 1.2 FEET SOUTHEAST
 BW2334'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK,
 BW2334'STAMPED BUNKLEY 2 1956 1968, PROJECTING 2 INCHES.
 BW2334'
 BW2334'TO REACH THE STATION FROM THE FRANKLIN COUNTY COURTHOUSE IN
 BW2334'MEADVILLE, GO WEST ON U.S. HIGHWAY 98 FOR 2.2 MILES TO A
 BW2334'CROSSROAD, TURN LEFT ON BLACK TOP ROAD AND GO SOUTH FOR 6.35
 BW2334'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, UPHILL, AND GO 0.5
 BW2334'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE UPHILL FOR
 BW2334'0.15 MILE TO THE STATION ON THE RIGHT IN A GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1509 ***********************************************************************
 DK1509  DESIGNATION -  BURDETTE AZ MK 1957
 DK1509  PID         -  DK1509
 DK1509  STATE/COUNTY-  MS/WASHINGTON
 DK1509  USGS QUAD   -  ARCOLA (1967)
 DK1509
 DK1509                         *CURRENT SURVEY CONTROL
 DK1509  ___________________________________________________________________
 DK1509* NAD 83(1986)-  33 20 07.     (N)    090 53 43.     (W)     SCALED    
 DK1509* NAVD 88     -        36.595  (meters)     120.06   (feet)  ADJUSTED  
 DK1509  ___________________________________________________________________
 DK1509  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1509  DYNAMIC HT  -          36.556 (meters)     119.93  (feet)  COMP
 DK1509  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 DK1509
 DK1509  VERT ORDER  -  SECOND    CLASS 0
 DK1509
 DK1509.The horizontal coordinates were scaled from a topographic map and have
 DK1509.an estimated accuracy of +/- 6 seconds.
 DK1509
 DK1509.The orthometric height was determined by differential leveling
 DK1509.and adjusted in June 1991.
 DK1509
 DK1509.The geoid height was determined by GEOID03.
 DK1509
 DK1509.The dynamic height is computed by dividing the NAVD 88
 DK1509.geopotential number by the normal gravity value computed on the
 DK1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1509.degrees latitude (g = 980.6199 gals.).
 DK1509
 DK1509.The modeled gravity was interpolated from observed gravity values.
 DK1509
 DK1509;                    North         East    Units  Estimated Accuracy
 DK1509;SPC MS W     -   425,360.      647,690.      MT  (+/- 180 meters Scaled)
 DK1509
 DK1509                          SUPERSEDED SURVEY CONTROL
 DK1509
 DK1509  NGVD 29 (??/??/??)   36.673  (m)          120.32   (f) ADJUSTED    2 0
 DK1509
 DK1509.Superseded values are not recommended for survey control.
 DK1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1509.See file dsdata.txt to determine how the superseded data were derived.
 DK1509
 DK1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS958904(NAD 83)
 DK1509_MARKER: DZ = AZIMUTH MARK DISK
 DK1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1509_STAMPING: BURDETTE 1939 RESET 1957
 DK1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1509+STABILITY: SURFACE MOTION
 DK1509
 DK1509  HISTORY     - Date     Condition        Report By
 DK1509  HISTORY     - 1957     MONUMENTED       CGS
 DK1509  HISTORY     - 1971     GOOD             MSHD
 DK1509
 DK1509                          STATION DESCRIPTION
 DK1509
 DK1509'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1509'4.6 MI NW FROM ARCOLA.
 DK1509'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF ARCOLA ON THE SOUTH R.O.W.
 DK1509'OF A BLACK TOP ROAD, 4.9 MILES SOUTH OF LELAND NEAR THE CENTER OF
 DK1509'SECTION 11, T17N, R7W.  IT IS 0.5 MILE SOUTHEAST OF THE STATION, 24
 DK1509'FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 33 FEET EAST OF THE
 DK1509'CENTER OF A DRIVEWAY, 96 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 DK1509'BRICK HOUSE, 25.5 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF
 DK1509'A BRICK HOUSE, 3.5 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 1
 DK1509'FOOT WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11-INCH
 DK1509'SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 DK1509'PROJECTS 1 INCH.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE
 DK1509'IN LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK1509'INTERSECTION OF U.S. HIGHWAY 82.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK1509'61 FOR 0.35 MILE TO A T INTERSECTION.  TURN LEFT AND CONTINUE SOUTH ON
 DK1509'U.S. HIGHWAY 61 FOR 4.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DK1509'CONTINUE EAST ON A BLACK TOP ROAD FOR 0.2 MILE TO THE MARK ON THE
 DK1509'RIGHT JUST BEFORE REACHING A COTTON GIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1507 ***********************************************************************
 DK1507  DESIGNATION -  BURDETTE RM 3
 DK1507  PID         -  DK1507
 DK1507  STATE/COUNTY-  MS/WASHINGTON
 DK1507  USGS QUAD   -  ARCOLA (1967)
 DK1507
 DK1507                         *CURRENT SURVEY CONTROL
 DK1507  ___________________________________________________________________
 DK1507* NAD 83(1986)-  33 20 28.     (N)    090 54 06.     (W)     SCALED    
 DK1507* NAVD 88     -        37.267  (meters)     122.27   (feet)  ADJUSTED  
 DK1507  ___________________________________________________________________
 DK1507  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1507  DYNAMIC HT  -          37.227 (meters)     122.14  (feet)  COMP
 DK1507  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DK1507
 DK1507  VERT ORDER  -  SECOND    CLASS 0
 DK1507
 DK1507.The horizontal coordinates were scaled from a topographic map and have
 DK1507.an estimated accuracy of +/- 6 seconds.
 DK1507
 DK1507.The orthometric height was determined by differential leveling
 DK1507.and adjusted in June 1991.
 DK1507
 DK1507.The geoid height was determined by GEOID03.
 DK1507
 DK1507.The dynamic height is computed by dividing the NAVD 88
 DK1507.geopotential number by the normal gravity value computed on the
 DK1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1507.degrees latitude (g = 980.6199 gals.).
 DK1507
 DK1507.The modeled gravity was interpolated from observed gravity values.
 DK1507
 DK1507;                    North         East    Units  Estimated Accuracy
 DK1507;SPC MS W     -   426,010.      647,100.      MT  (+/- 180 meters Scaled)
 DK1507
 DK1507                          SUPERSEDED SURVEY CONTROL
 DK1507
 DK1507  NGVD 29 (??/??/??)   37.345  (m)          122.52   (f) ADJUSTED    2 0
 DK1507
 DK1507.Superseded values are not recommended for survey control.
 DK1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1507.See file dsdata.txt to determine how the superseded data were derived.
 DK1507
 DK1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS952910(NAD 83)
 DK1507_MARKER: DR = REFERENCE MARK DISK
 DK1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1507_STAMPING: BURDETTE NO 3 1939
 DK1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1507+STABILITY: SURFACE MOTION
 DK1507
 DK1507  HISTORY     - Date     Condition        Report By
 DK1507  HISTORY     - 1957     MONUMENTED       CGS
 DK1507  HISTORY     - 1971     GOOD             MSHD
 DK1507
 DK1507                          STATION DESCRIPTION
 DK1507
 DK1507'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1507'4.7 MI NW FROM ARCOLA.
 DK1507'THE MARK IS LOCATED 4.7 MILES NORTHWEST OF ARCOLA, 4.75 MILES SOUTH OF
 DK1507'LELAND ON THE SOUTH BANK OF DEER CREEK NEAR THE EDGE OF A CULTIVATED
 DK1507'FIELD IN THE NORTHWEST 1/4 OF SECTION 11, T 17N, R7W AND ON LAND OWNED
 DK1507'BY MRS. O.A. HUDDESTON.  IT IS 42.22 FEET SOUTHEAST OF THE STATION, 12
 DK1507'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 47 FEET SOUTH SOUTHEAST
 DK1507'OF A POWER POLE, 6.5 FEET SOUTHWEST OF A 40-INCH PECAN, 1 FOOT WEST OF
 DK1507'A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11-INCH SQUARE
 DK1507'CONCRETE POST AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH THE MARK
 DK1507'FROM THE U.S. POST OFFICE IN LELAND GO SOUTHWEST ON U.S. HIGHWAY 61
 DK1507'FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. CONTINUE
 DK1507'SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.35 MILE TO A T INTERSECTION. TURN
 DK1507'LEFT AND CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 3.9 MILES TO A FIELD
 DK1507'ROAD LEFT.  TURN LEFT AND CONTINUE NORTHEAST ON A FIELD ROAD FOR 0.1
 DK1507'MILE TO THE BANK OF DEER CREEK. TURN RIGHT AND CONTINUE EAST ALONG THE
 DK1507'EDGE OF A FIELD FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1508 ***********************************************************************
 DK1508  DESIGNATION -  BURDETTE RM 6
 DK1508  PID         -  DK1508
 DK1508  STATE/COUNTY-  MS/WASHINGTON
 DK1508  USGS QUAD   -  ARCOLA (1967)
 DK1508
 DK1508                         *CURRENT SURVEY CONTROL
 DK1508  ___________________________________________________________________
 DK1508* NAD 83(1986)-  33 20 28.     (N)    090 54 06.     (W)     SCALED    
 DK1508* NAVD 88     -        36.398  (meters)     119.42   (feet)  ADJUSTED  
 DK1508  ___________________________________________________________________
 DK1508  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK1508  DYNAMIC HT  -          36.359 (meters)     119.29  (feet)  COMP
 DK1508  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DK1508
 DK1508  VERT ORDER  -  SECOND    CLASS 0
 DK1508
 DK1508.The horizontal coordinates were scaled from a topographic map and have
 DK1508.an estimated accuracy of +/- 6 seconds.
 DK1508
 DK1508.The orthometric height was determined by differential leveling
 DK1508.and adjusted in June 1991.
 DK1508
 DK1508.The geoid height was determined by GEOID03.
 DK1508
 DK1508.The dynamic height is computed by dividing the NAVD 88
 DK1508.geopotential number by the normal gravity value computed on the
 DK1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1508.degrees latitude (g = 980.6199 gals.).
 DK1508
 DK1508.The modeled gravity was interpolated from observed gravity values.
 DK1508
 DK1508;                    North         East    Units  Estimated Accuracy
 DK1508;SPC MS W     -   426,010.      647,100.      MT  (+/- 180 meters Scaled)
 DK1508
 DK1508                          SUPERSEDED SURVEY CONTROL
 DK1508
 DK1508  NGVD 29 (??/??/??)   36.475  (m)          119.67   (f) ADJUSTED    2 0
 DK1508
 DK1508.Superseded values are not recommended for survey control.
 DK1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1508.See file dsdata.txt to determine how the superseded data were derived.
 DK1508
 DK1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS952910(NAD 83)
 DK1508_MARKER: DR = REFERENCE MARK DISK
 DK1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1508_STAMPING: BURDETTE 1939 NO. 6 1971
 DK1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1508+STABILITY: SURFACE MOTION
 DK1508
 DK1508  HISTORY     - Date     Condition        Report By
 DK1508  HISTORY     - 1971     MONUMENTED       NGS
 DK1508  HISTORY     - 1971     GOOD             MSHD
 DK1508
 DK1508                          STATION DESCRIPTION
 DK1508
 DK1508'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 DK1508'4.7 MI NW FROM ARCOLA.
 DK1508'THE MARK IS LOCATED 4.7 MILES NORTHWEST OF ARCOLA, 4.7 MILES SOUTH OF
 DK1508'LELAND ABOUT MIDWAY BETWEEN THE TOP AND THE BOTTOM OF THE SOUTH BANK
 DK1508'OF DEER CREEK, IN THE NORTHWEST 1/4 OF SECTION 11, T17N, R7W AND ON
 DK1508'LAND OWNED BY MRS. O.A. HUDDESTON.  IT IS 28.63 FEET NORTHEAST OF THE
 DK1508'STATION, 38 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 22 FEET
 DK1508'SOUTHWEST OF A POWER POLE, 46.5 FEET NORTHWEST OF A 40-INCH PECAN, 1
 DK1508'FOOT WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH
 DK1508'ROUND CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK ROAD AND
 DK1508'PROJECTS 3 INCHES.  NOTE-- TO REACH THE MARK FROM THE U.S. POST OFFICE
 DK1508'IN LELAND GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.5 MILE TO THE
 DK1508'INTERSECTION OF U.S. HIGHWAY 82.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK1508'82 FOR 0.35 MILE TO A T INTERSECTION.  TURN LEFT AND CONTINUE SOUTH ON
 DK1508'U.S. HIGHWAY 61 FOR 3.9 MILES TO A FIELD ROAD LEFT.  TURN LEFT AND
 DK1508'CONTINUE NORTHEAST ON A FIELD ROAD FOR 0.1 MILE TO THE BANK OF DEER
 DK1508'CREEK.  TURN RIGHT AND CONTINUE EAST ALONG THE EDGE OF A FIELD FOR
 DK1508'ABOUT 100 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1724 ***********************************************************************
 DJ1724  DESIGNATION -  BURT
 DJ1724  PID         -  DJ1724
 DJ1724  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1724  USGS QUAD   -  STARKVILLE (1982)
 DJ1724
 DJ1724                         *CURRENT SURVEY CONTROL
 DJ1724  ___________________________________________________________________
 DJ1724* NAD 83(2007)-  33 22 54.73721(N)    088 45 57.11745(W)     ADJUSTED  
 DJ1724* NAVD 88     -       105.6    (meters)     346.     (feet)  GPS OBS   
 DJ1724  ___________________________________________________________________
 DJ1724  EPOCH DATE  -        2002.00
 DJ1724  X           -     114,826.906 (meters)                     COMP
 DJ1724  Y           -  -5,330,117.607 (meters)                     COMP
 DJ1724  Z           -   3,489,443.898 (meters)                     COMP
 DJ1724  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DJ1724  ELLIP HEIGHT-          77.345 (meters)          (02/10/07) ADJUSTED
 DJ1724  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ1724
 DJ1724  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1724  Type    PID    Designation                      North   East  Ellip
 DJ1724  -------------------------------------------------------------------
 DJ1724  NETWORK DJ1724 BURT                              0.78   0.82   3.31
 DJ1724  -------------------------------------------------------------------
 DJ1724
 DJ1724.The horizontal coordinates were established by GPS observations
 DJ1724.and adjusted by the National Geodetic Survey in February 2007.
 DJ1724
 DJ1724.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1724.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1724.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1724.The epoch date for horizontal control is a decimal equivalence
 DJ1724.of Year/Month/Day.
 DJ1724
 DJ1724.The orthometric height was determined by GPS observations and a
 DJ1724.high-resolution geoid model.
 DJ1724
 DJ1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1724
 DJ1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1724
 DJ1724.The ellipsoidal height was determined by GPS observations
 DJ1724.and is referenced to NAD 83.
 DJ1724
 DJ1724.The geoid height was determined by GEOID03.
 DJ1724
 DJ1724;                    North         East     Units Scale Factor Converg.
 DJ1724;SPC MS E     -   430,391.825   306,277.429   MT  0.99995049   +0 02 13.6
 DJ1724;SPC MS E     - 1,412,043.85  1,004,845.20   sFT  0.99995049   +0 02 13.6
 DJ1724;UTM  16      - 3,695,015.522   335,744.099   MT  0.99993264   -0 58 18.6
 DJ1724
 DJ1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1724!SPC MS E     -   0.99998786  x   0.99995049  =   0.99993835
 DJ1724!UTM  16      -   0.99998786  x   0.99993264  =   0.99992050
 DJ1724
 DJ1724|---------------------------------------------------------------------|
 DJ1724| PID    Reference Object                     Distance      Geod. Az  |
 DJ1724|                                                           dddmmss.s |
 DJ1724| DJ1759 BURT RM 1                                          07613     |
 DJ1724| DJ1612 7905                                APPROX. 1.1 KM 1581529.4 |
 DJ1724| DJ1609 7902                                 47.802 METERS 15954     |
 DJ1724|---------------------------------------------------------------------|
 DJ1724
 DJ1724                          SUPERSEDED SURVEY CONTROL
 DJ1724
 DJ1724  ELLIP H (04/15/02)   77.323  (m)                       GP(       ) 4 2
 DJ1724  NAD 83(1993)-  33 22 54.73723(N)    088 45 57.11792(W) AD(       ) 1
 DJ1724  ELLIP H (01/12/94)   77.441  (m)                       GP(       ) 4 2
 DJ1724  NAD 83(1993)-  33 22 54.74704(N)    088 45 57.11671(W) AD(       ) 2
 DJ1724  NAD 83(1986)-  33 22 54.74799(N)    088 45 57.11334(W) AD(       ) 2
 DJ1724  NAD 27      -  33 22 54.30575(N)    088 45 56.92709(W) AD(       ) 3
 DJ1724  NGVD 29 (01/23/89)  105.70   (m)          346.8    (f) LEVELING    3  
 DJ1724
 DJ1724.Superseded values are not recommended for survey control.
 DJ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1724.See file dsdata.txt to determine how the superseded data were derived.
 DJ1724
 DJ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB3574495016(NAD 83)
 DJ1724_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1724_SP_SET: CONCRETE POST
 DJ1724_STAMPING: BURT 1987
 DJ1724_MARK LOGO: MSU   
 DJ1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1724+STABILITY: SURFACE MOTION
 DJ1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1724+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DJ1724
 DJ1724  HISTORY     - Date     Condition        Report By
 DJ1724  HISTORY     - 1987     MONUMENTED       MSSU
 DJ1724  HISTORY     - 1987     GOOD             MSSU
 DJ1724  HISTORY     - 19880211 GOOD
 DJ1724  HISTORY     - 19930430 GOOD             MSSU
 DJ1724  HISTORY     - 20051115 GOOD             MSSU
 DJ1724  HISTORY     - 20070815 GOOD             TVA
 DJ1724
 DJ1724                          STATION DESCRIPTION
 DJ1724
 DJ1724'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1724'THE STATION IS LOCATED 6 MILES SSE OF STARKVILLE, 7 MILES WSW OF
 DJ1724'ARTESIA, 3.5 MILES NORTH OF OKTOC, 400 FT ENE OF THE CENTER OF SECTION
 DJ1724'31, T18N, R15E.  THE STATION WAS SET BY MSU TO CONTROL THE JUNCTION
 DJ1724'STATION OF THREE TRAVERSES LEADING TO NGS STATIONS STATE, AGENCY, AND
 DJ1724'BEVEL.  ANGLES AT STATION OBSERVED ON TWO SEPARATE DATES.
 DJ1724'
 DJ1724'TO REACH THE STATION FROM THE JUNCTION OF MS HWY 12 AND 25-SOUTH, 0.7
 DJ1724'MILE SW OF STARKVILLE CBD, GO EAST ON MS HWYS 12 AND 25 FOR 0.7 MILE
 DJ1724'TO SOUTH MONTGOMERY ST., TURN RIGHT AND GO SOUTH ON S MONTGOMERY ST
 DJ1724'FOR 5.6 MILES TO ITS END, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 2.8
 DJ1724'MILES TO OKTOC ROAD, TURN LEFT AND GO NNW ON OKTOC ROAD FOR 0.5 MILE
 DJ1724'TO CHAPEL HILL ROAD ON THE RIGHT, CONTINUE NORTH ON OKTOC ROAD FOR
 DJ1724'0.05 MILE TO THE STATION ON THE LEFT.
 DJ1724'
 DJ1724'THE STATION UNDERGROUND MARK IS A STANDARD NGS DISK SET IN A 15X37 CM
 DJ1724'CONCRETE CYLINDER 653 MM BELOW THE SURFACE MARK DISK.  THE STATION
 DJ1724'SURFACE MARK IS A STANDARD NGS DISK SET IN A 25X63 CM CONCRETE
 DJ1724'CYLINDER 12 CM BELOW GROUND SURFACE.  THEY ARE 60 M NNW OF
 DJ1724'INTERSECTION OF PAVED OKTOC AND GRAVEL CHAPEL HILL ROADS, 46.2 M NNW
 DJ1724'OF R/W MONUMENT AT FENCE CORNER, 44.1 M NNW OF N END OF 12-INCHX18
 DJ1724'FEET CMP UNDER ABANDONED TURNOUT, 12.1 M WEST OF OKTOC ROAD, 1.1 M
 DJ1724'EAST OF FIBERGLASS WITNESS POST AND FENCE, 0.8 M WEST OF UG PHONE
 DJ1724'CABLE.  BOTH DISKS ARE STAMPED---BURT 1987---.
 DJ1724'
 DJ1724'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED---BURT NO1 1987---
 DJ1724'SET IN A 25X90 CM CONCRETE CYLINDER 434 MM LOWER THAN THE STATION DISK
 DJ1724'AND 15 CM BELOW GROUND SURFACE.  IT IS 24.484 METERS EAST OF THE
 DJ1724'STATION, 12.4 M EAST OF OKTOC ROAD, 0.8 M WEST OF FG WP AND FENCE, 25
 DJ1724'M SOUTH OF ANGLE IN FENCE, 46.0 M NNW OF FENCE ANGLE AT SW CORNER OF
 DJ1724'A PECAN ORCHARD.
 DJ1724'
 DJ1724'MSU STATION 7902 IS A 2-INCH AL DISK STAMPED---7902---AND SET IN A 20X
 DJ1724'50 CM CONCRETE CYLINDER 916 MM LOWER AND 47.803 M SOUTH OF STATION
 DJ1724'BURT, 51.255 M SSW OF AND 482 MM LOWER THAN RM NO 1, 5 CM BELOW GROUND
 DJ1724'13.6 M NW OF T-RD-E, 9.7 M WEST OF OKTOC RD, 24.9 M NORTH OF PROJECTED
 DJ1724'NORTH WALL OF BRICK HOME, 12.9 M NORTH OF DRIVE, 30.2 M NW OF POWER
 DJ1724'POLE IN SE QUADRANT, 22.2 M WSW OF FENCE CORNER, 3.6 M EAST OF R/W
 DJ1724'MONUMENT, 4.4 M EAST OF 15-INCH TWIN RED OAK, 5.1 M SW OF NORTH END
 DJ1724'AND 3.1 M WEST OF SOUTH END OF A 12-INCH BY 18 FEET CMP UNDER
 DJ1724'ABANDONED TURNOUT.  UNDER GROUND MARK IS A PK NAIL IN CONCRETE MASS.
 DJ1724'
 DJ1724'MSU STATION 7905 SERVES AS AZIMUTH MARK.  IT IS 1115 M SSE, 4.3 M EAST
 DJ1724'OF OKTOC ROAD, 5.4 M SOUTH OF DRIVE EAST INTO PEACH ORCHARD, 14.6 M SE
 DJ1724'OF T-DR-W.
 DJ1724
 DJ1724                          STATION RECOVERY (1987)
 DJ1724
 DJ1724'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1987
 DJ1724'RECOVERED IN GOOD CONDITION.
 DJ1724
 DJ1724                          STATION RECOVERY (1988)
 DJ1724
 DJ1724'RECOVERED 1988
 DJ1724'RECOVERED IN GOOD CONDITION.
 DJ1724
 DJ1724                          STATION RECOVERY (1993)
 DJ1724
 DJ1724'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1993
 DJ1724'THE STATION IS LOCATED 6 MI (9.7 KM) SOUTH-SOUTHEAST OF STARKVILLE, 7
 DJ1724'MI (11.3 KM) WETS-SOUTHWEST OF ARTESIA, 3.5 MI (5.6 KM) NORTH OF
 DJ1724'OKTOC, 400 FT (121.9 M) EAST-NORTHEAST OF THE CENTER OF SECTION 31,
 DJ1724'T18N, R15E.
 DJ1724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 25
 DJ1724'WHICH IS LOCATED 0.7 MI (1.1 KM) SOUTHWEST OF STARKVILLE, GO EAST ON
 DJ1724'STATE HIGHWAYS 12 AND 25 TO SOUTH MONTGOMERY STREET, TURN RIGHT AND
 DJ1724'GO SOUTH ON SOUTH MONTGOMERY STREET FOR 5.6 MI (9.0 KM) TO ITS END,
 DJ1724'TURN LEFT AND GO EAST ON AN GRAVELED ROAD FOR 2.8 MI (4.5 KM) TO
 DJ1724'OKTOC ROAD, TURN LEFT AND GO NORTH-NORTHWEST IN OKTOC ROAD FOR 0.5 MI
 DJ1724'(0.8 KM) TO CHAPEL HILL ROAD ON THE RIGHT, CONTINUE NORTH ON OKTOC
 DJ1724'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 DJ1724'THE STATION IS LOCATED 60 M (196.8 FT) NORTH-NORTHWEST OF THE
 DJ1724'INTERSECTION OF PAVED OKTOC AND GRAVELED CHAPEL HILL ROADS, 46.2 M
 DJ1724'(151.6 FT) NORTH-NORHTWEST OF A RIGHT-OF WAY MONUMENT, 44.1 M
 DJ1724'(144.7 FT) NORTH-NORTHWEST OF THE NORTH END OF A 12-INCH CULVERT
 DJ1724'UNDER AN ABANDONED TURNOUT, 12.1 M (39.7 FT) WEST OF OKTOC ROAD, 1.1
 DJ1724'M (3.6 FT) EAST OF A FIBERGLASS WITNESS POST AND 0.8 M (2.6 FT) WEST
 DJ1724'OF UG PHONE CALE.
 DJ1724
 DJ1724                          STATION RECOVERY (2005)
 DJ1724
 DJ1724'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (DAB)
 DJ1724'RECOVERED IN GOOD CONDITION.
 DJ1724
 DJ1724                          STATION RECOVERY (2007)
 DJ1724
 DJ1724'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2007 (MWN)
 DJ1724'STATION WAS RECOVERED, BUT THE WITNESS POST HAS BEEN DESTROYED.
 DJ1724'STATION IS LOCATED SOUTH 84.4 FEET (25.72 METERS) OF A GRAVEL ACCESS
 DJ1724'DRIVEWAY LEADING TO A TELEPHONE VAULT. STATION IS ALSO LOCATED 1.6
 DJ1724'FEET (0.487 METERS) EAST OF A 5 STRAND BARBED WIRE FENCE AND S17-41E
 DJ1724'(MAGNETIC) 60.00 FEET (18.288 METERS) FROM A 10 INCH WOODEN FENCE POST
 DJ1724'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2035 ***********************************************************************
 DJ2035  DESIGNATION -  BUSH 2 RESET
 DJ2035  PID         -  DJ2035
 DJ2035  STATE/COUNTY-  MS/YALOBUSHA
 DJ2035  USGS QUAD   -  KINCAID (1983)
 DJ2035
 DJ2035                         *CURRENT SURVEY CONTROL
 DJ2035  ___________________________________________________________________
 DJ2035* NAD 83(1993)-  33 52 03.09724(N)    089 37 38.20062(W)     ADJUSTED  
 DJ2035* NAVD 88     -       133.5    (meters)     438.     (feet)  VERTCON   
 DJ2035  ___________________________________________________________________
 DJ2035  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DJ2035  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DJ2035  HORZ ORDER  -  FIRST
 DJ2035
 DJ2035.The horizontal coordinates were established by classical geodetic methods
 DJ2035.and adjusted by the National Geodetic Survey in May 1994.
 DJ2035
 DJ2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2035
 DJ2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2035
 DJ2035.The geoid height was determined by GEOID03.
 DJ2035
 DJ2035;                    North         East     Units Scale Factor Converg.
 DJ2035;SPC MS W     -   484,478.208   765,327.223   MT  1.00000259   +0 23 36.5
 DJ2035;SPC MS W     - 1,589,492.25  2,510,911.06   sFT  1.00000259   +0 23 36.5
 DJ2035;SPC MS E     -   484,537.532   226,540.707   MT  1.00001650   -0 26 32.9
 DJ2035;SPC MS E     - 1,589,686.89    743,242.30   sFT  1.00001650   -0 26 32.9
 DJ2035;UTM  16      - 3,750,574.275   256,968.069   MT  1.00032819   -1 27 53.4
 DJ2035
 DJ2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2035!SPC MS W     -   0.99998327  x   1.00000259  =   0.99998586
 DJ2035!SPC MS E     -   0.99998327  x   1.00001650  =   0.99999977
 DJ2035!UTM  16      -   0.99998327  x   1.00032819  =   1.00031145
 DJ2035
 DJ2035|---------------------------------------------------------------------|
 DJ2035| PID    Reference Object                     Distance      Geod. Az  |
 DJ2035|                                                           dddmmss.s |
 DJ2035| DJ2034 BUSH RM 1                            21.758 METERS 07401     |
 DJ2035| AI3695 BUSH 2 RM 3                          25.322 METERS 18423     |
 DJ2035| DJ2070 KEATON 2                            APPROX.12.1 KM 2641228.5 |
 DJ2035| DJ2037 COFFEEVILLE CABLE TV CO MAST        APPROX.13.1 KM 3370027.4 |
 DJ2035| DJ2036 DENLEY LOT                          APPROX. 8.9 KM 3472320.1 |
 DJ2035|---------------------------------------------------------------------|
 DJ2035
 DJ2035                          SUPERSEDED SURVEY CONTROL
 DJ2035
 DJ2035  NAD 83(1986)-  33 52 03.10858(N)    089 37 38.19700(W) AD(       ) 1
 DJ2035  NAD 27      -  33 52 02.69132(N)    089 37 37.89955(W) AD(       ) 1
 DJ2035  NGVD 29 (07/19/86)  133.5    (m)          438.     (f) VERT ANG    3  
 DJ2035
 DJ2035.Superseded values are not recommended for survey control.
 DJ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2035.See file dsdata.txt to determine how the superseded data were derived.
 DJ2035
 DJ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5696850574(NAD 83)
 DJ2035_MARKER: DS = TRIANGULATION STATION DISK
 DJ2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2035_STAMPING: BUSH 2 1970 1984
 DJ2035_MARK LOGO: NGS   
 DJ2035_PROJECTION: FLUSH
 DJ2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2035+STABILITY: SURFACE MOTION
 DJ2035
 DJ2035  HISTORY     - Date     Condition        Report By
 DJ2035  HISTORY     - 1984     MONUMENTED       NGS
 DJ2035
 DJ2035                          STATION DESCRIPTION
 DJ2035
 DJ2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DJ2035'THE STATION MARK WAS FOUND LEANING ABOUT 10 DEGREES TO THE NORTH,
 DJ2035'REFERENCE MARK NO 1 AND NO 3 WERE RECOVERED IN GOOD CONDITION.  THE
 DJ2035'STATION MARK WAS RESET OVER THE UNDERGROUND MARK AT THIS DATE.  NO
 DJ2035'PREVIOUS AZIMUTH MARK WAS ESTABLISHED AND NO SUITABLE LOCATION WAS
 DJ2035'AVAILABLE AT THIS TIME.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 DJ2035'COULD NOT BE MEASURED DUE TO LARGE PINE TREE.  THE MEASUREMENTS TO THE
 DJ2035'REFERENCE MARKS IN THE 1970 DESCRIPTION WERE SLOPE DISTANCES.  A NEW
 DJ2035'DESCRIPTION FOLLOWS.
 DJ2035'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 330, AT THE HIGH
 DJ2035'SCHOOL IN COFFEEVILLE, GO SOUTHEAST ON HIGHWAY 330 FOR 4.6 MI (7.4 KM)
 DJ2035'TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 4.5 MI (7.2
 DJ2035'KM) TO A PAVED SIDEROAD ON THE RIGHT, CONTINUE AHEAD SOUTHEAST ON
 DJ2035'PAVED ROAD FOR 0.2 MI (0.3 KM) TO A WOODS ROAD AND STATION ON THE
 DJ2035'LEFT, JUST BEFORE REACHING A SIDEROAD ON THE RIGHT.
 DJ2035'STATION MARK IS A STANDARD DISK STAMPED--BUSH 2 1970 1984--, SET IN
 DJ2035'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 21.34 M
 DJ2035'(70.01 FT) EAST OF THE CENTER OF PAVED ROAD, 10.06 M (33.01 FT) NORTH
 DJ2035'NORTHEAST OF A 16-INCH TRIANGULAR BLAZED PINE TREE, 8.84 M (29.00 FT)
 DJ2035'WEST OF THE CENTER OF WOODS ROAD, 0.61 M (2.00 FT) NORTH OF A
 DJ2035'FIBERGLASS WITNESS POST, 0.61 M (2.00 FT) SOUTH OF A FIBERGLASS
 DJ2035'WITNESS POST AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND
 DJ2035'SIGN.  REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--BUSH NO 1 1934,
 DJ2035'SET IN A ROUND CONCRETE POST, PROJECTING 8 INCHES.  IT IS 25.00 M
 DJ2035'(82.02 FT) NORTHEAST OF 16-INCH BLAZED PINE TREE, 5.79 M (19.00 FT)
 DJ2035'EAST SOUTHEAST OF THE CENTER OF WOODS ROAD, 9.00 M (29.53 FT)
 DJ2035'NORTHWEST OF A 14-INCH PINE TREE, 0.30 M (0.98 FT) SOUTH OF A
 DJ2035'FIBERGLASS WITNESS POST AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS
 DJ2035'POST AND SIGN.  NOTE- THE ARROW ON DISK POINTS TO THE OLD STATION.
 DJ2035'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED--BUSH 2 NO 3 1970, SET
 DJ2035'IN TOP OF A ROUND CONCRETE POST, PROJECTING 5-INCHES.  IT IS 15.55 M
 DJ2035'(51.02 FT) EAST OF THE CENTER OF PAVED ROAD, 15.55 M (51.02 FT) SOUTH
 DJ2035'SOUTHWEST OF THE 16-INCH BLAZED PINE TREE, 8.84 M (29.00 FT) SOUTH OF
 DJ2035'THE CENTER OF WOODS ROAD, 0.52 M (1.71 FT) NORTH OF A FIBERGLASS
 DJ2035'WITNESS POST AND 0.30 M (0.98 FT) EAST OF A METAL WITNESS POST AND
 DJ2035'SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2034 ***********************************************************************
 DJ2034  DESIGNATION -  BUSH RM 1
 DJ2034  PID         -  DJ2034
 DJ2034  STATE/COUNTY-  MS/YALOBUSHA
 DJ2034  USGS QUAD   -  KINCAID (1983)
 DJ2034
 DJ2034                         *CURRENT SURVEY CONTROL
 DJ2034  ___________________________________________________________________
 DJ2034* NAD 83(1993)-  33 52 03.29165(N)    089 37 37.38678(W)     ADJUSTED  
 DJ2034* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 DJ2034  ___________________________________________________________________
 DJ2034  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DJ2034  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DJ2034  HORZ ORDER  -  SECOND
 DJ2034
 DJ2034.The horizontal coordinates were established by classical geodetic methods
 DJ2034.and adjusted by the National Geodetic Survey in May 1994.
 DJ2034
 DJ2034.The orthometric height was scaled from a topographic map.
 DJ2034
 DJ2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2034
 DJ2034.The geoid height was determined by GEOID03.
 DJ2034
 DJ2034;                    North         East     Units Scale Factor Converg.
 DJ2034;SPC MS W     -   484,484.341   765,348.099   MT  1.00000262   +0 23 37.0
 DJ2034;SPC MS W     - 1,589,512.38  2,510,979.55   sFT  1.00000262   +0 23 37.0
 DJ2034;SPC MS E     -   484,543.361   226,561.670   MT  1.00001646   -0 26 32.4
 DJ2034;SPC MS E     - 1,589,706.01    743,311.08   sFT  1.00001646   -0 26 32.4
 DJ2034;UTM  16      - 3,750,579.730   256,989.139   MT  1.00032806   -1 27 53.0
 DJ2034
 DJ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2034!SPC MS W     -   0.99998366  x   1.00000262  =   0.99998628
 DJ2034!SPC MS E     -   0.99998366  x   1.00001646  =   1.00000012
 DJ2034!UTM  16      -   0.99998366  x   1.00032806  =   1.00031171
 DJ2034
 DJ2034                          SUPERSEDED SURVEY CONTROL
 DJ2034
 DJ2034  NAD 83(1986)-  33 52 03.30298(N)    089 37 37.38319(W) AD(       ) 2
 DJ2034  NAD 27      -  33 52 02.88562(N)    089 37 37.08616(W) AD(       ) 2
 DJ2034
 DJ2034.Superseded values are not recommended for survey control.
 DJ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2034.See file dsdata.txt to determine how the superseded data were derived.
 DJ2034
 DJ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5698950580(NAD 83)
 DJ2034_MARKER: DR = REFERENCE MARK DISK
 DJ2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2034_STAMPING: BUSH NO 1 1934
 DJ2034_MARK LOGO: CGS   
 DJ2034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2034+STABILITY: SURFACE MOTION
 DJ2034
 DJ2034  HISTORY     - Date     Condition        Report By
 DJ2034  HISTORY     - 1934     MONUMENTED       CGS
 DJ2034  HISTORY     - UNK      SEE DESCRIPTION
 DJ2034  HISTORY     - 19840620 GOOD             NGS
 DJ2034
 DJ2034                          STATION DESCRIPTION
 DJ2034
 DJ2034'DESCRIBED UNK
 DJ2034'RECOVERED AS DESCRIBED.
 DJ2034
 DJ2034                          STATION RECOVERY (1984)
 DJ2034
 DJ2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DJ2034'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--BUSH NO 1 1934,SET IN
 DJ2034'A ROUND CONCRETE POST, PROJECTING 8 INCHES.  IT IS 25.00 METERS (82.0
 DJ2034'FEET) NORTHEAST OF 16 INCH BLAZED PINE TREE, 5.79 METERS (19.0 FEET)
 DJ2034'EAST-SOUTHEAST OF THE CENTER OF WOODS ROAD, 9.00 METERS (29.5 FEET)
 DJ2034'NORTHWEST OF A 14 INCH PINE TREE, 0.30 METER (1.0 FOOT) SOUTH OF A
 DJ2034'FIBERGLASS WITNESS POST AND 0.30 METER (1.0 FOOT) WEST OF A METAL
 DJ2034'WITNESS POST AND SIGN.  NOTE THE ARROW ON DISK POINTS TO THE OLD
 DJ2034'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1471 ***********************************************************************
 BV1471  DESIGNATION -  BYERS RESET
 BV1471  PID         -  BV1471
 BV1471  STATE/COUNTY-  MS/GREENE
 BV1471  USGS QUAD   -  FRUITDALE (1974)
 BV1471
 BV1471                         *CURRENT SURVEY CONTROL
 BV1471  ___________________________________________________________________
 BV1471* NAD 83(1993)-  31 19 47.95027(N)    088 27 38.31476(W)     ADJUSTED  
 BV1471* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BV1471  ___________________________________________________________________
 BV1471  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BV1471  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BV1471  HORZ ORDER  -  SECOND
 BV1471
 BV1471.The horizontal coordinates were established by classical geodetic methods
 BV1471.and adjusted by the National Geodetic Survey in May 1994.
 BV1471
 BV1471.The orthometric height was scaled from a topographic map.
 BV1471
 BV1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1471
 BV1471.The geoid height was determined by GEOID03.
 BV1471
 BV1471;                    North         East     Units Scale Factor Converg.
 BV1471;SPC MS E     -   202,921.215   335,468.702   MT  0.99996551   +0 11 37.6
 BV1471;SPC MS E     -   665,750.69  1,100,616.90   sFT  0.99996551   +0 11 37.6
 BV1471;SPC AL W     -   147,835.963   508,576.060   MT  1.00003639   -0 29 58.3
 BV1471;UTM  16      - 3,467,094.787   361,033.682   MT  0.99983820   -0 45 34.6
 BV1471
 BV1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1471!SPC MS E     -   0.99998876  x   0.99996551  =   0.99995427
 BV1471!SPC AL W     -   0.99998876  x   1.00003639  =   1.00002515
 BV1471!UTM  16      -   0.99998876  x   0.99983820  =   0.99982696
 BV1471
 BV1471:                Primary Azimuth Mark                     Grid Az
 BV1471:SPC MS E     -  MILSTEAD LOOKOUT TOWER                   040 26 04.9
 BV1471:SPC AL W     -  MILSTEAD LOOKOUT TOWER                   041 07 40.8
 BV1471:UTM  16      -  MILSTEAD LOOKOUT TOWER                   041 23 17.1
 BV1471
 BV1471|---------------------------------------------------------------------|
 BV1471| PID    Reference Object                     Distance      Geod. Az  |
 BV1471|                                                           dddmmss.s |
 BV1471| BV1474 MILSTEAD LOOKOUT TOWER              APPROX.12.0 KM 0403742.5 |
 BV1471| AI2728 BYERS AZ MK                                        0800214.6 |
 BV1471| AI2727 BYERS RM 1                           37.642 METERS 10045     |
 BV1471| AI2729 BYERS RM 2                           38.359 METERS 21905     |
 BV1471| BV1480 STONEY LOOKOUT TOWER                APPROX.20.7 KM 2885818.1 |
 BV1471|---------------------------------------------------------------------|
 BV1471
 BV1471                          SUPERSEDED SURVEY CONTROL
 BV1471
 BV1471  NAD 83(1993)-  31 19 47.95065(N)    088 27 38.31494(W) AD(       ) 2
 BV1471  NAD 83(1986)-  31 19 47.96456(N)    088 27 38.31644(W) AD(       ) 2
 BV1471  NAD 27      -  31 19 47.34200(N)    088 27 38.25000(W) AD(       ) 2
 BV1471
 BV1471.Superseded values are not recommended for survey control.
 BV1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1471.See file dsdata.txt to determine how the superseded data were derived.
 BV1471
 BV1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6103467095(NAD 83)
 BV1471_MARKER: DS = TRIANGULATION STATION DISK
 BV1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1471_STAMPING: BYERS 1943 1982
 BV1471_MARK LOGO: NGS   
 BV1471_PROJECTION: FLUSH
 BV1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1471+STABILITY: SURFACE MOTION
 BV1471
 BV1471  HISTORY     - Date     Condition        Report By
 BV1471  HISTORY     - 1982     MONUMENTED       NGS
 BV1471
 BV1471                          STATION DESCRIPTION
 BV1471
 BV1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BV1471'THE STATION UNDERGROUND MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 BV1471'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AT THIS TIME DUE TO LARGE
 BV1471'PINE TREES.  THE STATION SURFACE MARK AND REFERENCE MARK NO2 WERE
 BV1471'FOUND LEANING AND REFERENCE MARK NO1 WAS FOUND OUT OF THE GROUND. THE
 BV1471'STATION SURFACE MARK WAS RESET OVER THE UNDERGROUND MARK, REFERENCE
 BV1471'MARK NO2 WAS RESET NEAR THE SAME LOCATION AS REFERENCE MARK NO 3 AND
 BV1471'NEW REFERENCE MARKS NO 4 AND NO 5 WERE ESTABLISHED.  A POLARIS AZIMUTH
 BV1471'WAS OBSERVED TO REFERENCE MARK NO5 AND CAN BE USED AS AN AZIMUTH AS NO
 BV1471'LOCATION FOR NEW AZIMUTH MARK WAS AVAILABLE.  A NEW DESCRIPTION
 BV1471'FOLLOWS.
 BV1471'
 BV1471'STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTH NORTHEAST OF
 BV1471'LEAKSVILLE, 8 MI (12.9 KM) SOUTH OF STATE LINE AND 3 MI (4.8 KM) EAST
 BV1471'OF STATE HIGHWAY 57 ON PROPERTY OF W H BYERS.  TO REACH FROM THE
 BV1471'JUNCTION OF STATE HIGHWAYS 42 AND 57 IN THE TOWN OF STATE LINE, MS, GO
 BV1471'SOUTH ON STATE HIGHWAY 57 FOR 8.75 MI (14.08 KM) TO AN OFFSET
 BV1471'CROSSROAD AND POWER LINE CROSSING, TURN LEFT AND GO EASTERLY ON SAND
 BV1471'ROAD FOR 3.15 MI (5.07 KM) TO A HOUSE AND STATION ON THE LEFT.
 BV1471'
 BV1471'STATION IS A STANDARD NGS DISK STAMPED--BYERS 1943 1982--, SET IN TOP
 BV1471'OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 39.62 M
 BV1471'(129.99 FT) WEST NORTHWEST OF CENTER OF SAND ROAD, 39.32 M (129.00 FT)
 BV1471'NORTH NORTHEAST OF NORTHEAST CORNER OF PORCH OF HOUSE, 21.34 M (70.01
 BV1471'FT) NORTH OF A 24 INCH PECAN TREE, 17.68 M (58.01 FT) NORTHEAST OF A 5
 BV1471'FT (1.5 M) SYCAMORE TREE AND 4.27 M (14.01 FT) SOUTH SOUTHWEST OF A
 BV1471'METAL WITNESS POST AND SIGN SET IN FENCE.
 BV1471'
 BV1471'REFERENCE MARK 3 IS A
 BV1471'STANDARD NGS DISK STAMPED--BYERS NO 3 1943 1982--, SET IN TOP OF A
 BV1471'SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS 39.93 M (131.00 FT)
 BV1471'WEST NORTHWEST OF THE CENTER OF SAND ROAD, 22.70 M (74.47 FT) SOUTH OF
 BV1471'5 FOOT (1.5 M) SYCAMORE TREE, 20.57 M (67.49 FT) SOUTHWEST OF A 24
 BV1471'INCH PECAN TREE, 10.21 M (33.50 FT) EAST SOUTHEAST OF NORTHEAST CORNER
 BV1471'OF PORCH OF HOUSE AND 0.45 M (1.48 FT) WEST OF A SMALL PECAN TREE.
 BV1471'
 BV1471'REFERENCE MARK 4 IS A STANDARD NGS DISK, STAMPED BYERS--1943 NO 4
 BV1471'1982--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 BV1471'IT IS 39.17 M (128.51 FT) NORTH NORTHEAST OF NORTHWEST CORNER OF
 BV1471'HOUSE, 26.82 M (87.99 FT) NORTH NORTHWEST OF 5 FT (1.5 M) SYCAMORE
 BV1471'TREE, 17.07 M (56.00 FT) NORTHEAST OF A 24 INCH OAK TREE AND 0.40 M
 BV1471'(1.31 FT) SOUTHWEST OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 BV1471'
 BV1471'REFERENCE MARK 5 IS A STANDARD NGS DISK STAMPED--BYERS 1943 NO 5
 BV1471'1982--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 BV1471'IT IS 214.36 M (703.28 FT) EAST NORTHEAST OF THE STATION, 54.25 M
 BV1471'(177.99 FT) EAST NORTHEAST OF A POWER POLE, 14.33 M (47.01 FT)
 BV1471'SOUTHEAST OF THE CENTER OF SAND ROAD, 11.58 M (37.99 FT) NORTHEAST OF
 BV1471'THE CENTER OF ANOTHER SAND ROAD, 3.50 M (11.48 FT) EAST OF A 12 INCH
 BV1471'FORKED TRUNK OAK TREE AND 0.55 M (1.80 FT) SOUTHWEST OF A METAL
 BV1471'WITNESS POST AND SIGN.
 BV1471'
 BV1471'AZIMUTH MARK IS A STANDARD NGS DISK,
 BV1471'STAMPED--BYERS 1943--, SET IN TOP OF A SQUARE CONCRETE POST THAT IS
 BV1471'EXPOSED ON ITS NORTH SIDE AT SOUTH EDGE OF CUT OF ROAD, 4.57 M (14.99
 BV1471'FT) SOUTH OF CENTER OF SAND ROAD AND 0.46 M (1.51 FT) WEST OF A METAL
 BV1471'WITNESS POST AND SIGN.  TO REACH AZIMUTH FROM STATION GO NORTHEAST ON
 BV1471'SAND ROAD FOR 0.1 MI (0.2 KM) TO A SIDEROAD ON RIGHT, TURN RIGHT AND
 BV1471'GO SOUTHEAST ON SAND ROAD FOR 0.2 MI (0.3 KM) TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1192 ***********************************************************************
 EG1192  DESIGNATION -  BYHALIA
 EG1192  PID         -  EG1192
 EG1192  STATE/COUNTY-  MS/MARSHALL
 EG1192  USGS QUAD   -  BYHALIA (1971)
 EG1192
 EG1192                         *CURRENT SURVEY CONTROL
 EG1192  ___________________________________________________________________
 EG1192* NAD 83(1993)-  34 52 24.27008(N)    089 41 49.80231(W)     ADJUSTED  
 EG1192* NAVD 88     -       121.788  (meters)     399.57   (feet)  ADJUSTED  
 EG1192  ___________________________________________________________________
 EG1192  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EG1192  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1192  DYNAMIC HT  -         121.672 (meters)     399.19  (feet)  COMP
 EG1192  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EG1192
 EG1192  HORZ ORDER  -  SECOND
 EG1192  VERT ORDER  -  SECOND    CLASS 0
 EG1192
 EG1192.The horizontal coordinates were established by classical geodetic methods
 EG1192.and adjusted by the National Geodetic Survey in May 1994.
 EG1192
 EG1192.The orthometric height was determined by differential leveling
 EG1192.and adjusted in June 1991.
 EG1192
 EG1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1192
 EG1192.The geoid height was determined by GEOID03.
 EG1192
 EG1192.The dynamic height is computed by dividing the NAVD 88
 EG1192.geopotential number by the normal gravity value computed on the
 EG1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1192.degrees latitude (g = 980.6199 gals.).
 EG1192
 EG1192.The modeled gravity was interpolated from observed gravity values.
 EG1192
 EG1192;                    North         East     Units Scale Factor Converg.
 EG1192;SPC MS E     -   596,170.246   221,023.826   MT  1.00002685   -0 29 38.2
 EG1192;SPC MS E     - 1,955,935.22    725,142.34   sFT  1.00002685   -0 29 38.2
 EG1192;SPC MS W     -   596,014.450   758,161.240   MT  0.99999168   +0 21 49.5
 EG1192;SPC MS W     - 1,955,424.07  2,487,400.67   sFT  0.99999168   +0 21 49.5
 EG1192;UTM  16      - 3,862,323.889   253,468.795   MT  1.00034915   -1 32 34.5
 EG1192
 EG1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1192!SPC MS E     -   0.99998520  x   1.00002685  =   1.00001205
 EG1192!SPC MS W     -   0.99998520  x   0.99999168  =   0.99997688
 EG1192!UTM  16      -   0.99998520  x   1.00034915  =   1.00033435
 EG1192
 EG1192|---------------------------------------------------------------------|
 EG1192| PID    Reference Object                     Distance      Geod. Az  |
 EG1192|                                                           dddmmss.s |
 EG1192| EG1823 BYHALIA GEM INC TANK                291.418 METERS 07333     |
 EG1192| EG1824 BYHALIA MUNICIPAL TANK              APPROX. 0.9 KM 1074850.0 |
 EG1192| EG1193 BYHALIA RM 1                         25.533 METERS 11822     |
 EG1192| CG3217 78V119                                             15446     |
 EG1192| EG1194 BYHALIA RM 2                         26.856 METERS 21108     |
 EG1192| EG1195 BYHALIA RM 3                         27.535 METERS 23456     |
 EG1192| CG3321 BYHALIA AZ MK                                      3035732.6 |
 EG1192|---------------------------------------------------------------------|
 EG1192
 EG1192                          SUPERSEDED SURVEY CONTROL
 EG1192
 EG1192  NAD 83(1986)-  34 52 24.28073(N)    089 41 49.80274(W) AD(       ) 2
 EG1192  NAD 27      -  34 52 23.93500(N)    089 41 49.44900(W) AD(       ) 2
 EG1192  NGVD 29 (??/??/92)  121.746  (m)          399.43   (f) ADJ UNCH    2 0
 EG1192
 EG1192.Superseded values are not recommended for survey control.
 EG1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1192.See file dsdata.txt to determine how the superseded data were derived.
 EG1192
 EG1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5346962324(NAD 83)
 EG1192_MARKER: DS = TRIANGULATION STATION DISK
 EG1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1192_STAMPING: BYHALIA 1955
 EG1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1192+STABILITY: SURFACE MOTION
 EG1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1192+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 EG1192
 EG1192  HISTORY     - Date     Condition        Report By
 EG1192  HISTORY     - 1956     MONUMENTED       CGS
 EG1192  HISTORY     - 1959     GOOD             CGS
 EG1192  HISTORY     - 1966     GOOD             MSHD
 EG1192  HISTORY     - 1970     GOOD             USGS
 EG1192  HISTORY     - 1971     GOOD             NGS
 EG1192  HISTORY     - 1971     SEE DESCRIPTION  NGS
 EG1192  HISTORY     - 1971     GOOD             NGS
 EG1192  HISTORY     - 19811001 GOOD             MSSU
 EG1192  HISTORY     - 20030319 GOOD             INDIV
 EG1192  HISTORY     - 20080703 GOOD             GEOCAC
 EG1192
 EG1192                          STATION DESCRIPTION
 EG1192
 EG1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1192'THE STATION IS LOCATED IN THE VILLAGE OF BYHALIA, IN SECTION 35, T 2
 EG1192'S, R 5 W, ON
 EG1192'PROPERTY OWNED BY THE BYHALIA CEMETERY ASSOCIATION.
 EG1192'
 EG1192'TO REACH THE STATION FROM THE SIGNAL LIGHT IN BYHALIA, GO WEST ON U S
 EG1192'HIGHWAY 78 FOR 0.5
 EG1192'MILE TO A GRAVEL ROAD RIGHT, (CONTINUE WEST ON U S
 EG1192'HIGHWAY 78 FOR 0.5 MILE TO THE
 EG1192'AZIMUTH MARK ON THE LEFT) TURN RIGHT
 EG1192'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 EG1192'
 EG1192'THE STATION IS A STANDARD DISK STAMPED BYHALIA 1955, SET IN A 12 INCH
 EG1192'SQUARE CONCRETE
 EG1192'POST WHICH IS FLUSH WITH THE GROUND.  THE MARK IS AT
 EG1192'THE NORTH EDGE OF A MOWED AREA, 46
 EG1192'FEET EAST OF THE APPROXIMATE
 EG1192'CENTER OF A GRAVEL ROAD, 131 FEET NORTHWEST OF THE
 EG1192'MAIN ENTRANCE TO A
 EG1192'CEMETERY, 117 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD
 EG1192'LEADING TO THE
 EG1192'CEMETERY AND 66 FEET WEST OF A IRON FENCE.
 EG1192'
 EG1192'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BYHALIA NO 1 1955,
 EG1192'SET IN A 12 INCH
 EG1192'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 EG1192'MARK IS 2 FEET SOUTHWEST OF A
 EG1192'STANDARD WITNESS POST, 1.3 FEET WEST OF
 EG1192'A IRON FENCE AND 53 FEET NORTH OF THE MAIN
 EG1192'ENTRANCE TO A CEMETERY.
 EG1192'
 EG1192'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BYHALIA NO 2 1955,
 EG1192'SET IN A 12 INCH
 EG1192'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  THE
 EG1192'MARK IS 21 FEET WEST OF THE
 EG1192'APPROXIMATE CENTER OF A GRAVEL ROAD AND
 EG1192'21.5 FEET NORTHEAST OF OF THE EAST CORNER OF A
 EG1192'CYCLONE FENCE.
 EG1192'
 EG1192'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BYHALIA 1955, SET IN A 12
 EG1192'INCH SQUARE
 EG1192'CONCRETE POST WHICH PROJECTS 6 INCHES.  THE MARK IS ABOUT
 EG1192'0.5 MILE NORTHWEST OF THE
 EG1192'STATION, 49 FEET SOUTHWEST OF THE CENTER
 EG1192'LINE OF U S HIGHWAY 78, 1.3 FEET NORTHEAST
 EG1192'OF A ROAD RIGHT OF WAY
 EG1192'FENCE AND 1.5 FEET SOUTH OF A STANDARD WITNESS POST.
 EG1192
 EG1192                          STATION RECOVERY (1959)
 EG1192
 EG1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 EG1192'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DOOMED AZIMUTH MARK WAS
 EG1192'DESTROYED.  THERE BEING NO
 EG1192'SUITABLE AZIMUTH MARK LOCATION, ONLY WATER TANKS
 EG1192'REMAIN AS AZIMUTH MARKS.
 EG1192'
 EG1192'THE STATION IS ABOUT 0.5 MILE AIR LINE WNW OF THE CENTER OF THE TOWN
 EG1192'OF BYHALIA, ON THE
 EG1192'CREST OF A RIDGE, ABOUT 81 YARDS N OF NO 78 U S
 EG1192'HIGHWAY, 117.8 FEET NW OF THE NW
 EG1192'CORNER OF THE MOST NORTHLY ONE OF
 EG1192'FOUR BRICK GATEPOSTS IN THE FENCE AROUND BYALIA
 EG1192'CEMETERY, 65 FEET W
 EG1192'OF THE CEMETERY IRON FENCE, 72 FEET NE OF THE FOOT OF A BANK OF AN
 EG1192'OLD ROAD TRACE,
 EG1192'AND 19 FEET S OF A HEDGE, STANDARD DISKS IN CONCRETE,
 EG1192'ARE STAMPED
 EG1192'BYHALIA 1955, WITH THE SURFACE MARK JUST
 EG1192'FLUSH WITH THE GROUND.
 EG1192'
 EG1192'REFERENCE STAMPED BYHALIA NO 1 1955, PROJECTS 0.5 FOOT, IS
 EG1192'83.78 FEET (25.536 METERS)
 EG1192'ESE FROM THE
 EG1192'STATION, AN ESTIMATED 15 YARDS NNW
 EG1192'OF NW CORNER OF SAID BRICK POST,
 EG1192'AND ONE FOOT W OF THE CEMETERY IRON FENCE.
 EG1192'
 EG1192'REFERENCE STAMPED BYHALIA NO 2 1955, PROJECTS 0.5 FOOT IS
 EG1192'88.11 FEET (26.856 METERS)
 EG1192'SW FROM THE STATION,
 EG1192'21.5 FEET NNE OF NE CORNER OF
 EG1192'SMALL CHAIN-LINK FENCE ENCLOSURE ON
 EG1192'HIGH BANK, AND 6 FEET NE OF THE FOOT OF THE
 EG1192'BANK.
 EG1192'
 EG1192'BYHALIA, MUNICIPAL WATER TANK, IT 2896 FEET ESE
 EG1192'(GEO
 EG1192'POSITION ADJUSTED AZIMUTH) FROM THE STATION, IS AN OLD
 EG1192'WATER TANK NEAR CENTER OF THE
 EG1192'TOWN.
 EG1192'
 EG1192'BYHALIA, GEM INCORPORATED WATER TANK, IS 956 FEET ENE
 EG1192'N 73 DEG 34 MIN E.
 EG1192'BY 1956 ADJUSTED OBSERVATIONS OR 253 DEG 33 MIN 21.1
 EG1192'SEC AS OBSERVED AT THIS TIME
 EG1192'HOLDING THE MUNICIPAL TANK FIXED FROM
 EG1192'THE STATION.  IT IS A NEW LARGE ROUNDED TANK
 EG1192'BEARING LETTERS GEM INC.
 EG1192
 EG1192                          STATION RECOVERY (1966)
 EG1192
 EG1192'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1192'THE STATION WAS VISITED 4-28-66 AND THE STATION RM 1 AND RM 2 WERE
 EG1192'FOUND IN GOOD
 EG1192'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED ACCORDING TO
 EG1192'THE 1959 DESCRIPTION.
 EG1192'
 EG1192'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1192'NORTH ON HIGHWAY 7 FOR
 EG1192'0.65 MILE TO A FORK, TAKE THE LEFT FORK AND TRAVEL
 EG1192'HIGHWAY 78 FOR 15.05 MILES TO A
 EG1192'CROSSROADS IN BYHALIA, CONTINUE FOR
 EG1192'0.5 MILE TO A SIDE STREET LEFT AND THE ENTRANCE TO
 EG1192'THE CEMETERY ON
 EG1192'THE RIGHT, TURN RIGHT AND BEAR TO THE LEFT OF THE CEMETERY FOR 0.05
 EG1192'MILE TO THE
 EG1192'STATION.  THE STATION DISK IS STAMPED BYHALIA (1955).
 EG1192'
 EG1192'IT IS 117.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MOST
 EG1192'NORTHERLY OF FOUR BRICK
 EG1192'GATE POST OF CEMETERY FENCE, 65 FEET WEST OF IRON FENCE,
 EG1192'AND 46 FEET WEST OF THE
 EG1192'CENTER OF AN ABANDONED GRAVEL ROAD.
 EG1192'
 EG1192'RM 1 IS 53 FEET NORTH OF THE MAIN ENTRANCE TO CEMETERY, 30 FEET
 EG1192'NORTHWEST OF AN 18 INCH
 EG1192'CEDAR, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 1.3
 EG1192'FEET WEST OF AN IRON FENCE,
 EG1192'AND STAMPED BYHALIA NO 1 (1955).
 EG1192'
 EG1192'RM 2 IS 94 FEET NORTH OF AN IRON PIPE IN SHAPE OF AN ARROW, 90 FEET
 EG1192'NORTH OF A RIGHT-OF-WAY
 EG1192'MARKER, 21.5 FEET NORTHEAST CORNER OF A CYCLONE FENCE
 EG1192'AROUND A SMALL TIN BUILDING, 21
 EG1192'FEET WEST OF THE CENTER OF AN
 EG1192'ABANDONED GRAVEL ROAD, AND STAMPED BYHALIA NO 2
 EG1192'(1955).
 EG1192
 EG1192                          STATION RECOVERY (1970)
 EG1192
 EG1192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EG1192'THE MAIN STATION RM 1 FOUND IN GOOD CONDITION.  RM NUMBER 2 HAS BEEN
 EG1192'DESTROYED.  1966 DESCRIPTION
 EG1192'IS ADEQUATE, DISTANCES CHECKED OK.
 EG1192
 EG1192                          STATION RECOVERY (1971)
 EG1192
 EG1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 EG1192'THIS STATION WAS RECOVERED AS DESCRIBED WITH REFERENCE MARK 1.  RM 2
 EG1192'WAS NOT RECOVERED AT THIS
 EG1192'TIME DUE TO HEAVY GROWTH OF UNDERBRUSH.
 EG1192'
 EG1192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT BYHALIA.
 EG1192
 EG1192                          STATION RECOVERY (1971)
 EG1192
 EG1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EG1192'THE STATION WAS VISITED 6-9-71 AND THE STATION AND REFERENCE MARK NO
 EG1192'1 WERE FOUND IN
 EG1192'GOOD CONDITION.  REFERENCE MARK NO 2 WAS DESTROYED
 EG1192'WHEN THE NEW WATER TANK WAS BUILT.
 EG1192'THE AZIMUTH MARK WAS REPORTED
 EG1192'DESTROYED IN 1959.  REFERENCE MARK NO 3 WAS
 EG1192'ESTABLISHED AT THIS DATE
 EG1192'AND 78V119 1965 (MDH) WAS MEASURED TO AND AN ANGLE TAKEN FROM
 EG1192'THE STATION.
 EG1192'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO 1 CHECKED
 EG1192'SATISFACTORLY.  A NEW
 EG1192'DESCRIPTION FOLLOWS.
 EG1192'
 EG1192'THE STATION IS LOCATED AT THE WEST EDGE OF BYHALIA AT THE SITE OF THE
 EG1192'NEW MUNICIPAL
 EG1192'WATER TANK, AND AT THE WEST SIDE OF THE CEMETERY, IN
 EG1192'SEC 35 T 2 S, R 5 W, ON PROPERTY
 EG1192'OWNED BY THE CEMETERY ASSOCIATION.
 EG1192'IT IS AT THE NORTHEDGE OF A CLEARED AREA, 228 FEET
 EG1192'NORTH OF THE
 EG1192'CENTER OF U S HIGHWAY 78, 68 FEET WEST OF AN IRON FENCE AT THE WEST
 EG1192'EDGE OF THE
 EG1192'CEMETERY, 63.5 FEET EAST OF THE EAST FENCE AROUND THE
 EG1192'WATER TANK, 69 FEET EAST OF
 EG1192'THE NORTHEAST CORNER OF THE FENCE AROUND
 EG1192'THE WATER TANK, 131 FEET NORTHWEST OF THE
 EG1192'CENTER OF THE WEST ENTRANCE
 EG1192'TO THE CEMETERY AND 100 FEET NORTHWEST OF THE NORTHWEST
 EG1192'CORNER OF THE
 EG1192'JONES HEADSTONE.  IT IS A TRIANGULATION STATION DISK, STAMPED BYHALIA
 EG1192'1955, FLUSH WITH
 EG1192'THE GROUND.
 EG1192'
 EG1192'REFERENCE MARK NO 1 IS 83.77 FEET EAST-SOUTHEAST OF THE STATION 1
 EG1192'FOOT WEST OF THE
 EG1192'FENCE ON THE WEST SIDE OF THE CEMETERY, 53 FEET
 EG1192'NORTH OF THE CENTER OF THE WEST
 EG1192'ENTRANCE TO THE CEMETERY, 17 FEET
 EG1192'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 EG1192'JONES HEAD STONE, AND
 EG1192'1.5 FEET NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 EG1192'DISK, STAMPED
 EG1192'BYHALIA NO 1 1955, PROJECTING 8 INCHES.
 EG1192'
 EG1192'REFERENCE MARK NO 3 IS 9034 FEET SOUTHWEST OF THE STATION, SET IN A
 EG1192'DRILL HOLE IN THE
 EG1192'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 EG1192'EAST LEG OF THE WATER TANK.  IT IS A
 EG1192'REFERENCE MARK DISK STAMPED
 EG1192'BYHALIA NO 3 1955, 1971.
 EG1192'
 EG1192'BENCH MARK 78V119 (MDH) IS 246.92 FEET SSE OF THE STATION, AT THE
 EG1192'SOUTHWEST CORNER
 EG1192'OF THE CEMETERY, 2.5 FEET SOUTHWEST OF THE FENCE
 EG1192'CORNER, 48 FEET NORTH OF THE CENTER
 EG1192'OF THE HIGHWAY 78, 10 FEET
 EG1192'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUFUS C MOORE
 EG1192'HEADSTONE AND 2
 EG1192'FEET WEST OF A METAL WITNESS POST.  IT IS A MISSISSIPPI STATE
 EG1192'HIGHWAY AND COAST
 EG1192'AND GEODETIC DISK STAMPED 78V119 BM 1965, FLUSH
 EG1192'WITH THE GROUND.
 EG1192'
 EG1192'TO REACH THE STATION FROM THE CROSSROAD AND STOP LIGHT IN BYHALIA GO
 EG1192'WEST ON U S
 EG1192'HIGHWAY 78 FOR 0.5 MILE TO THE TOP OF THE HILL AND THE
 EG1192'STATION AND THE WATER TANK ON
 EG1192'THE RIGHT.
 EG1192
 EG1192                          STATION RECOVERY (1971)
 EG1192
 EG1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG1192'IN BYHALIA.
 EG1192'LOCATED 0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD AND
 EG1192'STOP LIGHT IN BYHALIA, AT THE SITE OF THE NEW MUNICIPAL WATER TANK,
 EG1192'SEC. 35, Y2 S, R 5 W., ON PROPERTY OWNED BY THE CEMETERY ASSOCIATION,
 EG1192'IN THE NORTH EDGE OF A CLEARED AREA, 228 FEET NORTH OF THE CENTER OF
 EG1192'U.S. HIGHWAY 78, 63.5 FEET EAST OF THE EAST FENCE AROUND THE WATER
 EG1192'TANK, 69 FEET EAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE
 EG1192'WATER TANK, 535 FEET NORTHWEST OF THE CENTER ENTRANCE TO THE CEMETERY
 EG1192'AND 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE JONES HEADSTONE.
 EG1192'IT IS A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 EG1192'FLUSH WITH THE GROUND.
 EG1192
 EG1192                          STATION RECOVERY (1981)
 EG1192
 EG1192'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1192'RECOVERED IN GOOD CONDITION.
 EG1192
 EG1192                          STATION RECOVERY (2003)
 EG1192
 EG1192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB)
 EG1192'RECOVERED IN GOOD CONDITION.
 EG1192
 EG1192                          STATION RECOVERY (2008)
 EG1192
 EG1192'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 EG1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1823 ***********************************************************************
 EG1823  DESIGNATION -  BYHALIA GEM INC TANK
 EG1823  PID         -  EG1823
 EG1823  STATE/COUNTY-  MS/MARSHALL
 EG1823  USGS QUAD   -  BYHALIA (1971)
 EG1823
 EG1823                         *CURRENT SURVEY CONTROL
 EG1823  ___________________________________________________________________
 EG1823* NAD 83(1993)-  34 52 26.94688(N)    089 41 38.79697(W)     ADJUSTED  
 EG1823* NAVD 88     -              **(meters)            **(feet)            
 EG1823  ___________________________________________________________________
 EG1823  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EG1823  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1823  HORZ ORDER  -  THIRD
 EG1823
 EG1823.The horizontal coordinates were established by classical geodetic methods
 EG1823.and adjusted by the National Geodetic Survey in May 1994.
 EG1823
 EG1823
 EG1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1823
 EG1823.The geoid height was determined by GEOID03.
 EG1823
 EG1823;                    North         East     Units Scale Factor Converg.
 EG1823;SPC MS E     -   596,250.329   221,304.032   MT  1.00002630   -0 29 31.9
 EG1823;SPC MS E     - 1,956,197.95    726,061.64   sFT  1.00002630   -0 29 31.9
 EG1823;SPC MS W     -   596,098.715   758,440.206   MT  0.99999208   +0 21 55.8
 EG1823;SPC MS W     - 1,955,700.53  2,488,315.91   sFT  0.99999208   +0 21 55.8
 EG1823;UTM  16      - 3,862,398.853   253,750.511   MT  1.00034743   -1 32 28.3
 EG1823
 EG1823                          SUPERSEDED SURVEY CONTROL
 EG1823
 EG1823  NAD 83(1986)-  34 52 26.95758(N)    089 41 38.79727(W) AD(       ) 4
 EG1823  NAD 27      -  34 52 26.61200(N)    089 41 38.49300(W) AD(       ) 3
 EG1823
 EG1823.Superseded values are not recommended for survey control.
 EG1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1823.See file dsdata.txt to determine how the superseded data were derived.
 EG1823
 EG1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5375162399(NAD 83)
 EG1823_MARKER: 53 = ELEVATED TANK
 EG1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1823+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 EG1823
 EG1823  HISTORY     - Date     Condition        Report By
 EG1823  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1823  HISTORY     - 1966     GOOD             MSHD
 EG1823  HISTORY     - 1971     GOOD             NGS
 EG1823  HISTORY     - 20080703 GOOD             GEOCAC
 EG1823
 EG1823                          STATION DESCRIPTION
 EG1823
 EG1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1823'THE STATION IS THE FINIAL ATOP THE SILVER TANK LOCATED AT THE
 EG1823'NORTHWEST EDGE OF
 EG1823'BYHALIA.  IT IS ELEVATED BY A FOUR LEGGED SKELETON
 EG1823'STRUCTURE AND IS APPROXIMATELY 90
 EG1823'FEET HIGH.
 EG1823
 EG1823                          STATION RECOVERY (1966)
 EG1823
 EG1823'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1823'THE STATION SITE WAS VISITED 4-21-66 AND THE STATION WAS FOUND IN
 EG1823'GOOD CONDITION.
 EG1823'
 EG1823'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1823'NORTH ON HIGHWAY 7
 EG1823'FOR 0.65 MILE TO WHERE HIGHWAY 78 FORKS TO THE
 EG1823'LEFT, BEAR LEFT AND GO 15.8 MILES TO
 EG1823'A SIDE STREET LEFT IN BYHALIA,
 EG1823'CONTINUE FOR 0.2 MILE TO A SIDE STREET RIGHT, TURN
 EG1823'RIGHT AND GO 0.1
 EG1823'MILE TO THE FIRST PLANT ENTRANCE ON THE LEFT, TURN LEFT AND GO 0.1
 EG1823'MILES TO THE TANK
 EG1823'ON THE LEFT.
 EG1823
 EG1823                          STATION RECOVERY (1971)
 EG1823
 EG1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 EG1823'THIS STATION RECOVERED IN GOOD CONDITION.
 EG1823'
 EG1823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BYHALIA.
 EG1823
 EG1823                          STATION RECOVERY (2008)
 EG1823
 EG1823'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 EG1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1824 ***********************************************************************
 EG1824  DESIGNATION -  BYHALIA MUNICIPAL TANK
 EG1824  PID         -  EG1824
 EG1824  STATE/COUNTY-  MS/MARSHALL
 EG1824  USGS QUAD   -  BYHALIA (1971)
 EG1824
 EG1824                         *CURRENT SURVEY CONTROL
 EG1824  ___________________________________________________________________
 EG1824* NAD 83(1993)-  34 52 15.50698(N)    089 41 16.71754(W)     ADJUSTED  
 EG1824* NAVD 88     -              **(meters)            **(feet)            
 EG1824  ___________________________________________________________________
 EG1824  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EG1824  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1824  HORZ ORDER  -  THIRD
 EG1824
 EG1824.The horizontal coordinates were established by classical geodetic methods
 EG1824.and adjusted by the National Geodetic Survey in May 1994.
 EG1824
 EG1824
 EG1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1824
 EG1824.The geoid height was determined by GEOID03.
 EG1824
 EG1824;                    North         East     Units Scale Factor Converg.
 EG1824;SPC MS E     -   595,892.999   221,861.761   MT  1.00002522   -0 29 19.1
 EG1824;SPC MS E     - 1,955,025.61    727,891.46   sFT  1.00002522   -0 29 19.1
 EG1824;SPC MS W     -   595,749.785   759,003.203   MT  0.99999289   +0 22 08.3
 EG1824;SPC MS W     - 1,954,555.75  2,490,163.01   sFT  0.99999289   +0 22 08.3
 EG1824;UTM  16      - 3,862,031.255   254,301.781   MT  1.00034409   -1 32 15.2
 EG1824
 EG1824                          SUPERSEDED SURVEY CONTROL
 EG1824
 EG1824  NAD 83(1986)-  34 52 15.51764(N)    089 41 16.71782(W) AD(       ) 4
 EG1824  NAD 27      -  34 52 15.17200(N)    089 41 16.41400(W) AD(       ) 3
 EG1824
 EG1824.Superseded values are not recommended for survey control.
 EG1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1824.See file dsdata.txt to determine how the superseded data were derived.
 EG1824
 EG1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5430262031(NAD 83)
 EG1824_MARKER: 53 = ELEVATED TANK
 EG1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1824+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 EG1824
 EG1824  HISTORY     - Date     Condition        Report By
 EG1824  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1824  HISTORY     - 1966     GOOD             MSHD
 EG1824  HISTORY     - 1971     GOOD             NGS
 EG1824  HISTORY     - 20080703 GOOD             GEOCAC
 EG1824
 EG1824                          STATION DESCRIPTION
 EG1824
 EG1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1824'THE STATION IS THE METAL BALL ATOP THE SILVER TANK LOCATED IN THE
 EG1824'SOUTHEAST PART OF
 EG1824'BYHALIA.  IT IS ELEVATED BY A FOUR LEGGED SKELETON
 EG1824'STRUCTURE AND IS APPROXIMATELY 110
 EG1824'FEET HIGH.
 EG1824
 EG1824                          STATION RECOVERY (1966)
 EG1824
 EG1824'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1824'THE STATION SITE WAS VISITED 4-21-66 AND THE STATION WAS FOUND IN
 EG1824'GOOD CONDITION.
 EG1824'
 EG1824'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1824'NORTH ON HIGHWAY 7
 EG1824'FOR 0.65 MILE TO A FORK, BEAR LEFT ON HIGHWAY 78
 EG1824'FOR 15.8 MILES TO A SIDE STREET LEFT
 EG1824'IN BYHALIA, TURN LEFT AND GO
 EG1824'0.05 MILE TO THE TANK ON THE LEFT.
 EG1824
 EG1824                          STATION RECOVERY (1971)
 EG1824
 EG1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 EG1824'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 EG1824'
 EG1824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BYHALIA.
 EG1824
 EG1824                          STATION RECOVERY (2008)
 EG1824
 EG1824'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 EG1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1193 ***********************************************************************
 EG1193  DESIGNATION -  BYHALIA RM 1
 EG1193  PID         -  EG1193
 EG1193  STATE/COUNTY-  MS/MARSHALL
 EG1193  USGS QUAD   -  BYHALIA (1971)
 EG1193
 EG1193                         *CURRENT SURVEY CONTROL
 EG1193  ___________________________________________________________________
 EG1193* NAD 83(1986)-  34 52 23.     (N)    089 41 49.     (W)     SCALED    
 EG1193* NAVD 88     -       122.099  (meters)     400.59   (feet)  ADJUSTED  
 EG1193  ___________________________________________________________________
 EG1193  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1193  DYNAMIC HT  -         121.982 (meters)     400.20  (feet)  COMP
 EG1193  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EG1193
 EG1193  VERT ORDER  -  SECOND    CLASS 0
 EG1193
 EG1193.The horizontal coordinates were scaled from a topographic map and have
 EG1193.an estimated accuracy of +/- 6 seconds.
 EG1193
 EG1193.The orthometric height was determined by differential leveling
 EG1193.and adjusted in June 1991.
 EG1193
 EG1193.The geoid height was determined by GEOID03.
 EG1193
 EG1193.The dynamic height is computed by dividing the NAVD 88
 EG1193.geopotential number by the normal gravity value computed on the
 EG1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1193.degrees latitude (g = 980.6199 gals.).
 EG1193
 EG1193.The modeled gravity was interpolated from observed gravity values.
 EG1193
 EG1193;                    North         East    Units  Estimated Accuracy
 EG1193;SPC MS E     -   596,130.      221,040.      MT  (+/- 180 meters Scaled)
 EG1193
 EG1193                          SUPERSEDED SURVEY CONTROL
 EG1193
 EG1193  NGVD 29 (??/??/92)  122.056  (m)          400.45   (f) ADJ UNCH    2 0
 EG1193
 EG1193.Superseded values are not recommended for survey control.
 EG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1193.See file dsdata.txt to determine how the superseded data were derived.
 EG1193
 EG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD534622(NAD 83)
 EG1193_MARKER: DR = REFERENCE MARK DISK
 EG1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1193_STAMPING: BYHALIA NO 1 1955
 EG1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1193+STABILITY: SURFACE MOTION
 EG1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1193+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 EG1193
 EG1193  HISTORY     - Date     Condition        Report By
 EG1193  HISTORY     - 1955     MONUMENTED       CGS
 EG1193  HISTORY     - 1971     GOOD             NGS
 EG1193  HISTORY     - 19811001 GOOD             MSSU
 EG1193  HISTORY     - 20031001 GOOD             USACE
 EG1193  HISTORY     - 20080703 GOOD             GEOCAC
 EG1193
 EG1193                          STATION DESCRIPTION
 EG1193
 EG1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG1193'IN BYHALIA.
 EG1193'0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD AND STOP LIGHT
 EG1193'IN BYHALIA AT THE SITE OF THE NEW MUNICIPAL WATER TANK ON TOP OF THE
 EG1193'HILL, 1 FOOT WEST OF THE WEST CEMETERY FENCE, 53 FEET NORTH OF THE
 EG1193'WEST ENTRANCE TO THE CEMETERY, 17 FEET NORTH-NORTHWEST OF THE NORTH
 EG1193'WEST CORNER OF THE JONES HEADSTONE, AND 1.5 FEET NORTH OF A METAL
 EG1193'WITNESS POST.  IT IS A REFERENCE MARK DISK SET IN TOP OF A CONCRETE
 EG1193'POST PROJECTING 8 INCHES.
 EG1193
 EG1193                          STATION RECOVERY (1981)
 EG1193
 EG1193'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1193'RECOVERED IN GOOD CONDITION.
 EG1193
 EG1193                          STATION RECOVERY (2003)
 EG1193
 EG1193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1193'RECOVERED IN GOOD CONDITION.
 EG1193
 EG1193                          STATION RECOVERY (2008)
 EG1193
 EG1193'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 EG1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1195 ***********************************************************************
 EG1195  DESIGNATION -  BYHALIA RM 3
 EG1195  PID         -  EG1195
 EG1195  STATE/COUNTY-  MS/MARSHALL
 EG1195  USGS QUAD   -  BYHALIA (1971)
 EG1195
 EG1195                         *CURRENT SURVEY CONTROL
 EG1195  ___________________________________________________________________
 EG1195* NAD 83(1986)-  34 52 23.     (N)    089 41 49.     (W)     SCALED    
 EG1195* NAVD 88     -       122.01   (meters)     400.3    (feet)  RESET     
 EG1195  ___________________________________________________________________
 EG1195  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1195  VERT ORDER  -  THIRD
 EG1195
 EG1195.The horizontal coordinates were scaled from a topographic map and have
 EG1195.an estimated accuracy of +/- 6 seconds.
 EG1195
 EG1195.The orthometric height was computed from unverified reset data.
 EG1195
 EG1195.The geoid height was determined by GEOID03.
 EG1195
 EG1195;                    North         East    Units  Estimated Accuracy
 EG1195;SPC MS E     -   596,130.      221,040.      MT  (+/- 180 meters Scaled)
 EG1195
 EG1195                          SUPERSEDED SURVEY CONTROL
 EG1195
 EG1195  NGVD 29 (08/12/04)  121.97   (m)          400.2    (f) RESET       3  
 EG1195
 EG1195.Superseded values are not recommended for survey control.
 EG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1195.See file dsdata.txt to determine how the superseded data were derived.
 EG1195
 EG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD534622(NAD 83)
 EG1195_MARKER: DR = REFERENCE MARK DISK
 EG1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1195_SP_SET: FOUNDATION
 EG1195_STAMPING: BYHALIA NO 3 1955 1971
 EG1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1195+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 EG1195
 EG1195  HISTORY     - Date     Condition        Report By
 EG1195  HISTORY     - 1971     MONUMENTED       NGS
 EG1195  HISTORY     - 19811001 GOOD             MSSU
 EG1195  HISTORY     - 20080703 GOOD             GEOCAC
 EG1195
 EG1195                          STATION DESCRIPTION
 EG1195
 EG1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG1195'IN BYHALIA.
 EG1195'LOCATED ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD
 EG1195'AND STOP LIGHT IN BYHALIA, AT THE TOP OF THE HILL, SET IN A DRILL HOLE
 EG1195'IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF
 EG1195'THE NEW MUNICIPAL WATER TANK.
 EG1195
 EG1195                          STATION RECOVERY (1981)
 EG1195
 EG1195'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1195'RECOVERED IN GOOD CONDITION.
 EG1195
 EG1195                          STATION RECOVERY (2008)
 EG1195
 EG1195'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 EG1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2643 ***********************************************************************
 CP2643  DESIGNATION -  BYRAM
 CP2643  PID         -  CP2643
 CP2643  STATE/COUNTY-  MS/HINDS
 CP2643  USGS QUAD   -  NEW BYRAM (1980)
 CP2643
 CP2643                         *CURRENT SURVEY CONTROL
 CP2643  ___________________________________________________________________
 CP2643* NAD 83(1993)-  32 10 07.12321(N)    090 18 39.48591(W)     ADJUSTED  
 CP2643* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 CP2643  ___________________________________________________________________
 CP2643  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CP2643  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2643  HORZ ORDER  -  FIRST
 CP2643
 CP2643.The horizontal coordinates were established by classical geodetic methods
 CP2643.and adjusted by the National Geodetic Survey in May 1994.
 CP2643
 CP2643.The orthometric height was scaled from a topographic map.
 CP2643
 CP2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2643
 CP2643.The geoid height was determined by GEOID03.
 CP2643
 CP2643;                    North         East     Units Scale Factor Converg.
 CP2643;SPC MS W     -   295,849.376   702,109.359   MT  0.99995005   +0 00 42.9
 CP2643;SPC MS W     -   970,632.49  2,303,503.79   sFT  0.99995005   +0 00 42.9
 CP2643;UTM  15      - 3,562,298.445   753,568.029   MT  1.00039299   +1 25 56.8
 CP2643
 CP2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2643!SPC MS W     -   0.99998484  x   0.99995005  =   0.99993489
 CP2643!UTM  15      -   0.99998484  x   1.00039299  =   1.00037782
 CP2643
 CP2643|---------------------------------------------------------------------|
 CP2643| PID    Reference Object                     Distance      Geod. Az  |
 CP2643|                                                           dddmmss.s |
 CP2643| CY3943 BYRAM RM 1                           16.443 METERS 10503     |
 CP2643| CY3944 BYRAM RM 2                           29.313 METERS 19226     |
 CP2643| CY3942 BYRAM AZ MK                                        2755247.0 |
 CP2643|---------------------------------------------------------------------|
 CP2643
 CP2643                          SUPERSEDED SURVEY CONTROL
 CP2643
 CP2643  NAD 83(1986)-  32 10 07.13739(N)    090 18 39.48171(W) AD(       ) 1
 CP2643  NAD 27      -  32 10 06.60000(N)    090 18 39.15300(W) AD(       ) 1
 CP2643
 CP2643.Superseded values are not recommended for survey control.
 CP2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2643.See file dsdata.txt to determine how the superseded data were derived.
 CP2643
 CP2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5356862298(NAD 83)
 CP2643_MARKER: DS = TRIANGULATION STATION DISK
 CP2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2643
 CP2643  HISTORY     - Date     Condition        Report By
 CP2643  HISTORY     - 1945     MONUMENTED       CGS
 CP2643  HISTORY     - 1948     GOOD             CGS
 CP2643  HISTORY     - 1957     GOOD             CGS
 CP2643
 CP2643                          STATION DESCRIPTION
 CP2643
 CP2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2643'STATION IS LOCATED ABOUT 3 MILES SW OF THE VILLAGE OF BYRAM
 CP2643'AND ON THE PROPERTY OF CALLAWAY BURNETT.  IT IS ABOUT 1.25
 CP2643'MILES W OF U.S. HIGHWAY 51, 129 FEET N OF THE APPROXIMATE
 CP2643'CENTER LINE OF A GRAVELED ROAD, 46 FEET S OF THE SW CORNER OF
 CP2643'THE BURNETT FARM RESIDENCE, AND 23 FEET S OF A BOARD FENCE.
 CP2643'
 CP2643'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2643'POST, STAMPED BYRAM 1945, AND PROJECTS ABOUT 1 INCH.  UNDERGROUND
 CP2643'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2643'
 CP2643'REFERENCE MARK 1 IS 53.95 FEET E OF THE STATION, 48 FEET S
 CP2643'OF A BOARD FENCE, AND 6 INCHES W OF A N-S FENCE LINE.  IT
 CP2643'IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 CP2643'STAMPED BYRAM NO 1 1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2643'
 CP2643'REFERENCE MARK 2 IS 96.17 FEET S OF THE STATION AND 33 FEET
 CP2643'N OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  IT IS
 CP2643'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CP2643'BYRAM NO 2 1945, AND PROJECTS ABOUT 2 INCHES.
 CP2643'
 CP2643'AZIMUTH MARK IS 0.5 MILE W OF THE STATION, 66 FEET S OF A
 CP2643'FARM DRIVEWAY, 22 FEET W OF THE APPROXIMATE CENTER LINE OF A
 CP2643'GRAVELED ROAD, AND 1.5 FEET E OF A STANDARD WITNESS POST.  IT
 CP2643'IS STAMPED BYRAM 1945 AND IS ABOUT FLUSH WITH THE GROUND.
 CP2643'
 CP2643'TO REACH THE STATION FROM THE TERRY POST OFFICE, GO N ON
 CP2643'U.S. HIGHWAY 51 FOR 2.5 MILES TO A FORK IN THE ROAD AND THE
 CP2643'WYNN STORE AND MARKET ON THE RIGHT.  HERE LEAVE U.S. HIGHWAY
 CP2643'51 AND GO IN A N DIRECTION ON GRAVELED ROAD FOR 1.9 MILES
 CP2643'TO THE BURNETT FARMHOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 CP2643'
 CP2643'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON GRAVELED
 CP2643'ROAD FOR 0.5 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.2 MILE
 CP2643'TO THE MARK ON THE RIGHT AS DESCRIBED.
 CP2643'
 CP2643'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 CP2643
 CP2643                          STATION RECOVERY (1948)
 CP2643
 CP2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2643'THE STATION WAS FOUND AS DESCRIBED BY J.C.P. IN 1945.  ALL
 CP2643'MARKS WERE FOUND IN GOOD CONDITION, EXCEPT THAT THE AZIMUTH
 CP2643'MARK COULD NOT BE FOUND AND A SEARCH WAS MADE BY MEMBERS
 CP2643'OF THE PARTY.  A NEW AZIMUTH MARK WAS ESTABLISHED FOR BYRAM
 CP2643'2.  THIS STATION WAS NOT OCCUPIED BY THIS PARTY BECAUSE OF
 CP2643'HOUSE BEING TO NEAR TO THE STATION.  A TRAVERSE MEASUREMENT
 CP2643'WAS MADE FROM THE STATION TO BYRAM 2.  IT IS 22.046 METERS
 CP2643'(72.34 FEET) SOUTH OF THE OLD STATION.
 CP2643'
 CP2643'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2643'DISKS SET IN CONCRETE.
 CP2643'
 CP2643'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE VILLAGE
 CP2643'OF BYRAM AND ON THE PROPERTY OF CALLAWAY BURNETT.  IT IS ABOUT
 CP2643'1.25 MILES WEST OF U.S. HIGHWAY 51, 129 FEET NORTH OF THE
 CP2643'CENTERLINE OF A GRAVEL ROAD, AND 46 FEET SOUTH OF THE SOUTHWEST
 CP2643'CORNER OF THE BURNETTS FARM RESIDENCE.  THE MARK PROJECTS
 CP2643'1-INCH, AND THE DISK IS STAMPED BYRAM 1945.
 CP2643'
 CP2643'TO REACH THE STATION FROM THE POST OFFICE IN TERRY, GO NORTH
 CP2643'ON U.S. HIGHWAY 51 FOR 3.5 MILES TO A FORK IN THE ROAD AND
 CP2643'THE WYNNDALE STORE AND MARKET ON THE RIGHT.  TURN LEFT, NORTH,
 CP2643'AND GO ON THE MAIN GRAVEL ROAD FOR 1.9 MILES TO THE BURNETT
 CP2643'FARMHOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 CP2643
 CP2643                          STATION RECOVERY (1957)
 CP2643
 CP2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2643'THE STATION WAS VISITED 2-18-57 AND THE STATION MARK, BYRAM 2
 CP2643'1948 AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 CP2643'THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE AND REFERENCE
 CP2643'MARK NO. 2 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  A NEW
 CP2643'DESCRIPTION FOLLOWS--
 CP2643'
 CP2643'THE STATION IS LOCATED ABOUT 4.75 MILES NORTHWEST OF TERRY,
 CP2643'3 MILES SOUTHWEST OF THE VILLAGE OF BYRAM ON PROPERTY OWNED
 CP2643'BY CALLAWAY BURNETT AND 0.2 MILE EAST OF THE MT. SALEM CHURCH.
 CP2643'IT IS 106 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 37
 CP2643'FEET EAST-NORTHEAST OF A POWER POLE, 51 FEET SOUTHWEST OF THE
 CP2643'SOUTHWEST CORNER OF THE FRONT PORCH OF THE BURNETT HOUSE,
 CP2643'22 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE
 CP2643'AROUND THE HOUSE, 12 FEET WEST OF THE PROJECTED PLANE OF THE
 CP2643'WEST WALL OF THE HOUSE, 59 FEET SOUTH OF A 30-INCH OAK TREE
 CP2643'WEST OF THE HOUSE, 17.5 FEET NORTH-NORTHEAST OF A 12-INCH
 CP2643'PECAN TREE, AND 48 FEET WEST-NORTHWEST OF A 12-INCH PECAN
 CP2643'TREE.  IT IS IN THE CENTER OF THE DRIVEWAY TO THE HOUSE.
 CP2643'IT IS A STANDARD DISK, STAMPED BYRAM 1945, FLUSH WITH THE
 CP2643'GROUND.
 CP2643'
 CP2643'REFERENCE MARK NO. 1 IS 53.95 FEET EAST OF THE STATION, 13
 CP2643'FEET NORTH-NORTHEAST OF A 12-INCH PECAN TREE, 56 FEET
 CP2643'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 14
 CP2643'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 CP2643'HOUSE, 28 FEET SOUTH OF A 30-INCH PECAN TREE.  IT IS A STANDARD
 CP2643'DISK, STAMPED BYRAM NO 1 1945, FLUSH WITH THE GROUND.
 CP2643'
 CP2643'BYRAM 2 1948 IS 72.34 FEET SOUTH OF THE STATION, 118 FEET
 CP2643'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 37 FEET NORTH
 CP2643'OF THE CENTER OF THE BLACK TOP ROAD, 14 FEET WEST OF THE
 CP2643'PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 35 FEET EAST
 CP2643'OF THE CENTER OF THE DRIVEWAY TO THE BURNETT HOUSE, 47 FEET
 CP2643'WEST-SOUTHWEST OF A 20-INCH PECAN TREE.  IT IS A STANDARD DISK,
 CP2643'STAMPED BYRAM 2 1948, PROJECTING 1 INCH.
 CP2643'
 CP2643'TO REACH THE STATION FROM THE RAILROAD STATION IN TERRY GO
 CP2643'WEST ON OLD U.S. HIGHWAY 51 (CUNNINGHAM STREET) FOR 1.0 MILE
 CP2643'TO U.S. HIGHWAY 51, CROSS HIGHWAY AND GO NORTHWEST ON OLD
 CP2643'HIGHWAY 51 FOR 2.75 MILES TO A FORK AND WYNNDALE GROCERY STORE
 CP2643'ON THE RIGHT, TAKE LEFT FORK AND GO NORTHWEST FOR 1.9 MILES
 CP2643'TO THE STATION ON THE RIGHT.
 CP2643'
 CP2643'NOTE--SEE DESCRIPTION FOR BYRAM 2 1948 FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2635 ***********************************************************************
 CP2635  DESIGNATION -  BYRAM 2
 CP2635  PID         -  CP2635
 CP2635  STATE/COUNTY-  MS/HINDS
 CP2635  USGS QUAD   -  NEW BYRAM (1980)
 CP2635
 CP2635                         *CURRENT SURVEY CONTROL
 CP2635  ___________________________________________________________________
 CP2635* NAD 83(1993)-  32 10 06.42219(N)    090 18 39.65552(W)     ADJUSTED  
 CP2635* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 CP2635  ___________________________________________________________________
 CP2635  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CP2635  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2635  HORZ ORDER  -  SECOND
 CP2635
 CP2635.The horizontal coordinates were established by classical geodetic methods
 CP2635.and adjusted by the National Geodetic Survey in May 1994.
 CP2635
 CP2635.The orthometric height was scaled from a topographic map.
 CP2635
 CP2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2635
 CP2635.The geoid height was determined by GEOID03.
 CP2635
 CP2635;                    North         East     Units Scale Factor Converg.
 CP2635;SPC MS W     -   295,827.783   702,104.920   MT  0.99995005   +0 00 42.8
 CP2635;SPC MS W     -   970,561.65  2,303,489.23   sFT  0.99995005   +0 00 42.8
 CP2635;UTM  15      - 3,562,276.739   753,564.125   MT  1.00039297   +1 25 56.7
 CP2635
 CP2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2635!SPC MS W     -   0.99998484  x   0.99995005  =   0.99993489
 CP2635!UTM  15      -   0.99998484  x   1.00039297  =   1.00037780
 CP2635
 CP2635|---------------------------------------------------------------------|
 CP2635| PID    Reference Object                     Distance      Geod. Az  |
 CP2635|                                                           dddmmss.s |
 CP2635| CP2643 BYRAM                                22.046 METERS 01138     |
 CP2635| CY3943 BYRAM RM 1                           26.731 METERS 04931     |
 CP2635| CY3946 BYRAM 2 AZ MK RESET                                1484200.8 |
 CP2635| CP2646 TERRY MUNICIPAL TANK                APPROX. 8.3 KM 1695129.4 |
 CP2635| CY3944 BYRAM RM 2                            7.282 METERS 19454     |
 CP2635| CY3945 BYRAM 2 AZ MK                                      2563648.9 |
 CP2635|---------------------------------------------------------------------|
 CP2635
 CP2635                          SUPERSEDED SURVEY CONTROL
 CP2635
 CP2635  NAD 83(1986)-  32 10 06.43635(N)    090 18 39.65133(W) AD(       ) 2
 CP2635  NAD 27      -  32 10 05.89900(N)    090 18 39.32200(W) AD(       ) 2
 CP2635
 CP2635.Superseded values are not recommended for survey control.
 CP2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2635.See file dsdata.txt to determine how the superseded data were derived.
 CP2635
 CP2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5356462277(NAD 83)
 CP2635_MARKER: DS = TRIANGULATION STATION DISK
 CP2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2635
 CP2635  HISTORY     - Date     Condition        Report By
 CP2635  HISTORY     - 1948     MONUMENTED       CGS
 CP2635  HISTORY     - 1957     GOOD             CGS
 CP2635  HISTORY     - 1961     GOOD             MSHD
 CP2635  HISTORY     - 1963     GOOD             CGS
 CP2635  HISTORY     - 1977     GOOD             MSHD
 CP2635  HISTORY     - 1983     GOOD             MSU
 CP2635
 CP2635                          STATION DESCRIPTION
 CP2635
 CP2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2635'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE SMALL
 CP2635'SETTLEMENT OF BYRAM AND ON THE PROPERTY OF CALLAWAY BURNETT.
 CP2635'IT IS ABOUT 1.25 MILES WEST OF U.S. HIGHWAY 51, 118 FEET SOUTH
 CP2635'OF THE SOUTHWEST CORNER OF THE BURNETTS HOUSE, 56 FEET NORTH
 CP2635'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 18 FEET
 CP2635'EAST OF THE APPROXIMATE CENTERLINE OF THE BURNETTS DRIVEWAY.
 CP2635'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 CP2635'BYRAM 2 1948.
 CP2635'
 CP2635'A TRAVERSE MEASUREMENT WAS MADE FROM THIS STATION TO BYRAM
 CP2635'1945.  IT IS 22.046 METERS (72.34 FEET) NORTH OF THIS STATION.
 CP2635'
 CP2635'REFERENCE MARK NO. 1 IS 87.70 FEET EAST-NORTHEAST OF THE
 CP2635'STATION AND 63 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE.
 CP2635'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 CP2635'BYRAM NO 1 1945.
 CP2635'
 CP2635'REFERENCE MARK NO. 2 IS 23.89 FEET SOUTH-SOUTHWEST OF THE
 CP2635'STATION AND 33 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 CP2635'THE GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND
 CP2635'THE DISK IS STAMPED BYRAM NO 2 1945.
 CP2635'
 CP2635'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE WEST-SOUTHWEST
 CP2635'OF THE STATION, 37.6 FEET SOUTH OF A LONE 4-FOOT OAK TREE,
 CP2635'20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD,
 CP2635'AND 1 FOOT EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 CP2635'AND THE DISK IS STAMPED BYRAM 2 1948.
 CP2635'
 CP2635'TO REACH THE STATION FROM THE POST OFFICE IN TERRY, GO NORTH
 CP2635'ON U.S. HIGHWAY 51 FOR 3.5 MILES TO A ROAD FORK AND THE
 CP2635'WYNNDALE STORE ON THE RIGHT, TAKE THE LEFT ROAD, AND FOLLOW
 CP2635'THE MAIN GRAVEL ROAD FOR 1.9 MILES TO THE BURNETTS FARMHOUSE
 CP2635'ON THE RIGHT AND THE STATION AS DESCRIBED.
 CP2635'
 CP2635'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 CP2635'MAIN GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD ON THE LEFT, TURN
 CP2635'LEFT, AND GO SOUTH AND WEST FOR 0.5 MILE TO THE AZIMUTH MARK
 CP2635'ON THE RIGHT AS DESCRIBED.
 CP2635'
 CP2635'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CP2635
 CP2635                          STATION RECOVERY (1957)
 CP2635
 CP2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2635'THE STATION WAS VISITED 2-18-57 AND THE STATION, AZIMUTH,
 CP2635'BYRAM 1945 AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 CP2635'REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.
 CP2635'A NEW DESCRIPTION FOLLOWS--
 CP2635'
 CP2635'THE STATION IS LOCATED ABOUT 4.75 MILES NORTHWEST OF TERRY,
 CP2635'3.0 MILES SOUTHWEST OF THE VILLAGE OF BYRAM ON PROPERTY OWNED
 CP2635'BY CALLAWAY BURNETT AND 0.2 MILE EAST OF THE MT. SALEM CHURCH.
 CP2635'IT IS 118 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE,
 CP2635'37 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 14 FEET
 CP2635'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE,
 CP2635'35 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, AND
 CP2635'47 FEET WEST-SOUTHWEST OF A 20-INCH PECAN TREE.  IT IS A
 CP2635'STANDARD DISK, STAMPED BYRAM 2 1948, PROJECTING 1 INCH.
 CP2635'
 CP2635'REFERENCE MARK NO.1 IS 87.70 FEET NORTH.NORTHEAST OF THE
 CP2635'STATION, 13 FEET NORTH-NORTHEAST OF A 12-INCH PECAN TREE,
 CP2635'56 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BURNETT
 CP2635'HOUSE, 14 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL
 CP2635'OF THE HOUSE, AND 28 FEET SOUTH OF A 30-INCH PECAN TREE.
 CP2635'IT IS A STANDARD DISK, STAMPED BYRAM NO 1 1945, FLUSH WITH
 CP2635'THE GROUND.
 CP2635'
 CP2635'TRIANGULATION STATION BYRAM 1945 IS 72.34 FEET NORTH OF THE
 CP2635'STATION, 106 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD,
 CP2635'37 FEET EAST-NORTHEAST OF A POWER POLE, 51 FEET SOUTHWEST
 CP2635'OF THE SOUTHWEST CORNER OF THE FRONT PORCH OF THE BURNETT
 CP2635'HOUSE, 22 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 CP2635'THE FENCE AROUND THE HOUSE, 12 FEET WEST OF THE PROJECTED
 CP2635'PLANE OF THE WEST WALL OF THE HOUSE, 59 FEET SOUTH OF A
 CP2635'30-INCH OAK TREE WEST OF THE HOUSE, 17.5 FEET NORTH-NORTHEAST
 CP2635'OF A 12-INCH PECAN TREE, AND 48 FEET WEST-NORTHWEST OF A
 CP2635'12-INCH PECAN TREE.  IT IS IN THE CENTER OF THE DRIVEWAY
 CP2635'LEADING TO THE HOUSE.  ITIS A STANDARD DISK, STAMPED BYRAM
 CP2635'1945, FLUSH WITH THE GROUND.
 CP2635'
 CP2635'THE AZIMUTH MARK IS 0.7 MILE SOUTHWEST OF THE STATION, IN
 CP2635'A FENCE LINE ON THE SOUTH SIDE OF A PASTURE, 20 FEET NORTH OF
 CP2635'THE CENTER OF A GRAVELED ROAD, 47 FEET EAST OF THE EAST END
 CP2635'OF A BOARD GATE AND 38 FEET SOUTH OF A SMALL LONE OAK TREE.
 CP2635'IT IS A STANDARD DISK, STAMPED BYRAM 2 1948, PROJECTING 6
 CP2635'INCHES.
 CP2635'
 CP2635'TO REACH THE STATION FROM THE RAILROAD STATION IN TERRY, GO
 CP2635'WEST ON OLD U.S. HIGHWAY 51 (CUNNINGHAM STREET) FOR 1.0 MILE
 CP2635'TO NEW U.S. HIGHWAY 51, CROSS HIGHWAY AND GO NORTHWEST ON
 CP2635'OLD U.S. HIGHWAY 51 FOR 2.75 MILES TO A FORK AND THE WYNNDALE
 CP2635'GROCERY STORE ON THE RIGHT, TAKE LEFT FORK AND GO NORTHWEST
 CP2635'FOR 1.9 MILE TO THE STATION ON THE RIGHT.
 CP2635'
 CP2635'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON BLACK
 CP2635'TOP ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 CP2635'SOUTH AND WEST FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 CP2635
 CP2635                          STATION RECOVERY (1961)
 CP2635
 CP2635'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2635'THE STATION WAS VISITED 9-22-61.  THE STATION, AZIMUTH MARK,
 CP2635'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2635'
 CP2635'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CP2635
 CP2635                          STATION RECOVERY (1963)
 CP2635
 CP2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 CP2635'THE STATION WAS VISITED 4-19-63 AND ALL MARKS WERE FOUND
 CP2635'IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT THIS DATE
 CP2635'BY THE REQUEST OF THE HINDS COUNTY ENGINEER.  THE DESCRIPTION
 CP2635'FOR THE STATION AS DESCRIBED BY R.A.G. IN 1957 IS ADEQUATE.
 CP2635'A DESCRIPTION FOR THE NEW AZIMUTH MARK AND A NEW TO REACH
 CP2635'FOR THE STATION FOLLOWS--
 CP2635'
 CP2635'THE AZIMUTH MARK IS 0.65 MILE SOUTHEAST OF THE STATION, 40
 CP2635'FEET EAST OF S. SPRING RIDGE ROAD, 29 FEET SOUTH OF A POWER
 CP2635'POLE NO. 5 WHERE THE POWER LINE CROSSES THE HIGHWAY, 1 FOOT
 CP2635'WEST OF A FENCE LINE, 1 FOOT EAST OF A METAL WITNESS POST
 CP2635'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A
 CP2635'STANDARD DISK, STAMPED BYRAM 2 1945 RESET 1963, PROJECTING
 CP2635'4 INCHES.
 CP2635'
 CP2635'TO REACH THE STATION FROM THE HIGH SCHOOL AT TERRY, GO WEST
 CP2635'ON BLACK TOP ROAD FOR 0.25 MILE TO THE WEST SIDE OF THE
 CP2635'INTERSTATE HIGHWAY TURN RIGHT AND GO NORTH FOR 0.35 MILE,
 CP2635'TURN LEFT AND GO NORTHWEST FOR 2.6 MILES TO A FORK AND THE
 CP2635'WYNNDALE GROCERY STORE ON THE RIGHT, TAKE LEFT FORK AND GO
 CP2635'NORTHWEST FOR 1.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2635'CONTINUE NORTHWEST FOR 0.65 MILE TO THE STATION ON THE RIGHT
 CP2635'ON THE TOP OF A HILL AND IN THE FRONT YARD OF A HOUSE.
 CP2635
 CP2635                          STATION RECOVERY (1977)
 CP2635
 CP2635'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2635'THE STATION WAS VISITED 8-16-77 AND THE STATION MARK, RM NO 1,
 CP2635'BYRAM 1945 AND THE 1963 AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2635'SOME CLEARING WILL BE REQUIRED FOR THE AZIMUTH TO BE VISIBLE.
 CP2635'(NOTE) AN ARROW HAS BEEN SCORED ON THE DISK POINT TO BYRAM 1945.
 CP2635'
 CP2635'THE STATION IS LOCATED 5 MILES NORTH-NORTHWEST OF TERRY IN A FENCE
 CP2635'LINE IN FRONT OF MR. GALLAWAY BURNETTS HOUSE, 9.2 MILES SOUTHEAST OF
 CP2635'RAYMOND, 11.6 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN JACKSON IN
 CP2635'THE SOUTHWEST 1/4 OF SECTION 21, T 4N, R 1W.  IT IS 118 FEET
 CP2635'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 70
 CP2635'FEET SOUTH-SOUTHEAST OF POWER POLE NO. 103, 67.5 FEET NORTHWEST
 CP2635'OF A T FENCE CORNER, 47 FEET WEST OF A 24 INCH PECAN, 38.5 FEET
 CP2635'NORTHEAST OF THE CENTER OF SPRINGRIDGE ROAD, 36 FEET SOUTHEAST OF
 CP2635'THE CENTER OF A DRIVEWAY, 3 FEET SOUTHEAST OF THE SOUTHEAST POST OF
 CP2635'A SMALL GATE, 1 FOOT SOUTHEAST OF A WITNESS POST AND PROJECTS 4
 CP2635'INCHES.  IT IS A TRIANGULATION DISK, STAMPED BYRAM 2 1948.
 CP2635'
 CP2635'REFERENCE MARK NO 1 IS 87.70 FEET NORTHEAST OF THE STATION.  IT IS
 CP2635'124 FEET NORTHEAST OF THE CENTER OF SPRINGRIDGE ROAD, 96 FEET NORTH
 CP2635'OF A T FENCE CORNER, 90 FEET EAST OF POWER POLE NO. 103/2, 28 FEET
 CP2635'SOUTH-SOUTHEAST OF A 30 INCH PECAN, 2.7 FEET SOUTHWEST OF THE
 CP2635'SOUTHEAST CORNER OF THE FENCE AROUND THE HOUSE, 12 FEET EAST
 CP2635'OF THE PROJECTED PLANE OF THE EAST WALL OF THE BRICK HOUSE AND
 CP2635'PROJECTS 1 INCH.  IT IS A REFERENCE MARK DISK, STAMPED BYRAM NO 1
 CP2635'1945.
 CP2635'
 CP2635'TRIANGULATION STATION BYRAM 1945 IS 72.34 FEET NORTH OF THE
 CP2635'STATION.  IT IS 106 FEET NORTHEAST OF THE CENTER OF SPRINGRIDGE
 CP2635'ROAD, 50 FEET WEST-SOUTHWEST OF A 30 INCH PECAN, 46 FEET SOUTHWEST
 CP2635'OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 37.5 FEET EAST OF
 CP2635'POWER POLE NO. 103/2, 21.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 CP2635'CORNER OF THE FENCE AROUND THE HOUSE AND PROJECTS 1 INCH.  IT IS A
 CP2635'TRIANGULATION MARK DISK, STAMPED BYRAM 1945.
 CP2635'
 CP2635'THE AZIMUTH MARK IS 0.65 MILE SOUTHEAST OF THE STATION.  IT IS 125
 CP2635'FEET SOUTH OF THE PROJECTED CENTER OF A DRIVEWAY, 40.5 FEET EAST OF
 CP2635'THE CENTER OF SPRINGRIDGE ROAD, 28.5 FEET SOUTH OF POWER POLE NO.
 CP2635'113, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, 0.5 FEET WEST OF
 CP2635'A CYCLONE FENCE AND PROJECTS 2 INCHES.  IT IS AN AZIMUTH MARK
 CP2635'DISK, STAMPED BYRAM 2 1948 RESET 1963.
 CP2635'
 CP2635'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TERRY GO NORTHWEST
 CP2635'ON CUNNINGHAM AVENUE FOR 0.55 MILE TO THE JUNCTION OF THE FRONTAGE
 CP2635'ROAD ON THE WEST SIDE OF I-55.  TURN RIGHT AND GO NORTHEAST ON THE
 CP2635'FRONTAGE ROAD FOR 0.35 MILE TO THE JUNCTION OF HIGHWAY 51.  TURN
 CP2635'LEFT AND GO NORTH ON HIGHWAY 51 FOR 2.7 MILES TO A FORK AND THE
 CP2635'WYDALE COUNTRY STORE ON THE RIGHT.  TAKE THE LEFT FORK AND GO
 CP2635'NORTH ON SPRINGRIDGE ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON
 CP2635'THE RIGHT.  CONTINUE NORTHWEST ON SPRINGRIDGE ROAD FOR 0.75 MILE
 CP2635'TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 CP2635
 CP2635                          STATION RECOVERY (1983)
 CP2635
 CP2635'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (TS)
 CP2635'ALL MARKS GOOD AS DESCRIBED IN 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1974 ***********************************************************************
 DJ1974  DESIGNATION -  BYWY
 DJ1974  PID         -  DJ1974
 DJ1974  STATE/COUNTY-  MS/CHOCTAW
 DJ1974  USGS QUAD   -  TOMNOLEN (1966)
 DJ1974
 DJ1974                         *CURRENT SURVEY CONTROL
 DJ1974  ___________________________________________________________________
 DJ1974* NAD 83(1993)-  33 26 18.14535(N)    089 20 43.29814(W)     ADJUSTED  
 DJ1974* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 DJ1974  ___________________________________________________________________
 DJ1974  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DJ1974  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1974  HORZ ORDER  -  FIRST
 DJ1974
 DJ1974.The horizontal coordinates were established by classical geodetic methods
 DJ1974.and adjusted by the National Geodetic Survey in May 1994.
 DJ1974
 DJ1974.The orthometric height was scaled from a topographic map.
 DJ1974
 DJ1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1974
 DJ1974.The geoid height was determined by GEOID03.
 DJ1974
 DJ1974;                    North         East     Units Scale Factor Converg.
 DJ1974;SPC MS E     -   436,773.473   252,389.568   MT  0.99997794   -0 16 55.7
 DJ1974;SPC MS E     - 1,432,980.97    828,048.11   sFT  0.99997794   -0 16 55.7
 DJ1974;SPC MS W     -   437,092.722   791,867.148   MT  1.00005401   +0 32 40.0
 DJ1974;SPC MS W     - 1,434,028.37  2,597,984.13   sFT  1.00005401   +0 32 40.0
 DJ1974;UTM  16      - 3,702,346.602   281,971.961   MT  1.00018610   -1 17 34.4
 DJ1974
 DJ1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1974!SPC MS E     -   0.99997938  x   0.99997794  =   0.99995732
 DJ1974!SPC MS W     -   0.99997938  x   1.00005401  =   1.00003339
 DJ1974!UTM  16      -   0.99997938  x   1.00018610  =   1.00016547
 DJ1974
 DJ1974:                Primary Azimuth Mark                     Grid Az
 DJ1974:SPC MS E     -  EUPORA MUNICIPAL TANK                    032 09 07.6
 DJ1974:SPC MS W     -  EUPORA MUNICIPAL TANK                    031 19 31.9
 DJ1974:UTM  16      -  EUPORA MUNICIPAL TANK                    033 09 46.3
 DJ1974
 DJ1974|---------------------------------------------------------------------|
 DJ1974| PID    Reference Object                     Distance      Geod. Az  |
 DJ1974|                                                           dddmmss.s |
 DJ1974| DJ1944 EUPORA MUNICIPAL TANK               APPROX.12.7 KM 0315211.9 |
 DJ1974| AI3013 BYWY RM 1                            70.090 METERS 05912     |
 DJ1974| AI3012 BYWY AZ MK                                         2525306.7 |
 DJ1974| DJ1977 MILLIGAN                            APPROX.13.9 KM 2781750.7 |
 DJ1974| AI3014 BYWY RM 2                            34.122 METERS 29655     |
 DJ1974|---------------------------------------------------------------------|
 DJ1974
 DJ1974                          SUPERSEDED SURVEY CONTROL
 DJ1974
 DJ1974  NAD 83(1986)-  33 26 18.15795(N)    089 20 43.29600(W) AD(       ) 1
 DJ1974  NAD 27      -  33 26 17.70900(N)    089 20 43.04400(W) AD(       ) 1
 DJ1974
 DJ1974.Superseded values are not recommended for survey control.
 DJ1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1974.See file dsdata.txt to determine how the superseded data were derived.
 DJ1974
 DJ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8197202347(NAD 83)
 DJ1974_MARKER: DS = TRIANGULATION STATION DISK
 DJ1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1974_STAMPING: BYWY 1939
 DJ1974_MARK LOGO: CGS   
 DJ1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1974+STABILITY: SURFACE MOTION
 DJ1974
 DJ1974  HISTORY     - Date     Condition        Report By
 DJ1974  HISTORY     - 1939     MONUMENTED       CGS
 DJ1974  HISTORY     - 1958     GOOD             CGS
 DJ1974  HISTORY     - 1963     GOOD             MSHD
 DJ1974  HISTORY     - 1980     GOOD             MSHD
 DJ1974  HISTORY     - 19840621 GOOD             NGS
 DJ1974
 DJ1974                          STATION DESCRIPTION
 DJ1974
 DJ1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1974'THIS STATION IS LOCATED ON A SMALL KNOLL ON THE HIGHEST POINT
 DJ1974'IN THE VICINITY, 6 MILES EAST-SOUTHEAST OF STEWART, APPROXIMATELY
 DJ1974'4 MILES AIRLINE SOUTH-SOUTHEAST OF TOMNOLEN, IN THE SOUTHWEST
 DJ1974'QUARTER OF SECTION 10, T. 18 N., R. 9 E., ON STATE OWNED PROPERTY.
 DJ1974'THE MARK IS SET 62 FEET EAST OF A 12-INCH TRIANGULAR BLAZED PINE
 DJ1974'TREE, 45 FEET SOUTH OF THE CENTER LINE OF THE TOMNOLEN TO
 DJ1974'CHESTER HIGHWAY, 36 FEET NORTH OF AN OLD ROAD BED, 25 FEET
 DJ1974'NORTH OF THE HIGHEST POINT OF THE KNOLL.  THE MARK PROJECTS 6
 DJ1974'INCHES.
 DJ1974'
 DJ1974'TO REACH THE STATION FROM THE RAILROAD STATION IN TOMNOLEN,
 DJ1974'GO WEST ON U.S. HIGHWAY 82 FOR 1.0 MILE TO A GRADED DIRT
 DJ1974'ROAD TO THE LEFT, TURN LEFT AND GO 2.95 MILES TO A Y, TAKE THE
 DJ1974'LEFT FORK AND GO 0.2 MILE TO THE UNION CONSOLIDATED SCHOOL ON
 DJ1974'THE RIGHT, CONTINUE ON THE MAIN ROAD FOR 0.45 MILE TO THE TOP OF
 DJ1974'A SMALL RISE, A TRIANGULAR BLAZED PINE TREE AND THE STATION ON
 DJ1974'THE RIGHT.
 DJ1974'
 DJ1974'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1974'BRONZE DISKS SET IN CONCRETE.
 DJ1974'
 DJ1974'REFERENCE MARK NO. 1 IS EAST OF THE STATION, SET ON THE EAST
 DJ1974'EDGE OF A SMALL FIELD AND PROJECTS 6 INCHES.
 DJ1974'
 DJ1974'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, ON THE
 DJ1974'NORTH SIDE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF THE
 DJ1974'ROAD AND PROJECTS 10 INCHES.
 DJ1974'
 DJ1974'THE AZIMUTH MARK IS APPROXIMATELY 0.1 MILE WEST OF THE STATION,
 DJ1974'33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 8 FEET EAST
 DJ1974'OF A DIM WOODS ROAD.  THE MARK PROJECTS 6 INCHES.  THIS MARK
 DJ1974'IS SET TOO CLOSE TO BE OF ANY VALUE AS AN AZIMUTH.
 DJ1974'
 DJ1974'NO OBJECTS VISIBLE FROM GROUND.
 DJ1974'
 DJ1974'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1974
 DJ1974                          STATION RECOVERY (1958)
 DJ1974
 DJ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CH)
 DJ1974'STATION AND AZIMUTH MARK FOUND TO BE IN GOOD CONDITION.
 DJ1974
 DJ1974                          STATION RECOVERY (1963)
 DJ1974
 DJ1974'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1974'THE STATION WAS VISITED MAY 1963 AND THE STATION, R.M. 2,
 DJ1974'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DJ1974'
 DJ1974'R.M. 1 WAS NOT FOUND.
 DJ1974'
 DJ1974'A NEW TO REACH FOLLOWS- THE STATION IS REACHED FROM THE POST
 DJ1974'OFFICE IN TOMNOLEN BY GOING WEST ON U.S. HIGHWAY 82 FOR 1.0 MILE
 DJ1974'TO A GRAVEL ROAD ON THE LEFT, TURN LEFT, SOUTH, AND GO 2.95 MILES
 DJ1974'TO A ROAD FORK, CONTINUE ON LEFT FORK FOR 0.2 MILE TO THE OLD
 DJ1974'UNION CONSOLIDATED SCHOOL ON THE RIGHT, CONTINUE ON THE MAIN
 DJ1974'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DJ1974'FOR 0.1 MILE TO THE TOP OF A SMALL GRADE AND THE STATION
 DJ1974'ON THE RIGHT AS DESCRIBED.
 DJ1974'
 DJ1974'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION, 1.0
 DJ1974'FOOT SOUTH OF R.M. 2 AND 1.0 FOOT NORTH OF THE AZIMUTH.
 DJ1974'
 DJ1974'THE STATION IS 62 FEET EAST OF AN 18-INCH PINE TREE WITH A
 DJ1974'TRIANGLE BLAZE, 45 FEET SOUTH OF THE CENTER OF THE ROAD,
 DJ1974'40 FEET WEST OF A 12-INCH PINE TREE WITH A TRIANGLE BLAZE, 22 FEET
 DJ1974'NORTHWEST OF A 15-INCH PINE TREE WITH A TRIANGLE BLAZE.
 DJ1974'
 DJ1974'R.M. 1 WAS SEARCHED FOR BUT NOT FOUND.
 DJ1974'
 DJ1974'R.M. 2 IS 48 FEET NORTH OF THE CENTER OF THE ROAD.  71.5 FEET
 DJ1974'NORTH OF AN 18-INCH PINE TREE WITH A TRIANGLE BLAZE, 30 FEET
 DJ1974'SOUTHWEST OF A 10-INCH HICKORY TREE AND IN A GROUP OF 6-INCH
 DJ1974'PINE TREES.
 DJ1974'
 DJ1974'AZIMUTH IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 20 FEET
 DJ1974'NORTHEAST OF A 10-INCH TWIN OAK TREE WITH A TRIANGLE BLAZE, 9 FEET
 DJ1974'EAST OF A DIM ROAD, 8.5 FEET WEST OF A 6-INCH PINE TREE,
 DJ1974'3 FEET NORTHWEST OF A 4-INCH PINE TREE.
 DJ1974
 DJ1974                          STATION RECOVERY (1980)
 DJ1974
 DJ1974'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980 (TDF)
 DJ1974'THE STATION WAS VISITED ON APRIL 14 1980 AND STATION, RM2 AND
 DJ1974'AZIMUTH WERE FOUND IN GOOD CONDITION.  A NEW TO REACH AND NEW
 DJ1974'MEASUREMENTS FOLLOW
 DJ1974'
 DJ1974'TO REACH FROM THE POST OFFICE IN TOM NOLEN ON HWY 82 GO WEST ON HWY
 DJ1974'82 FOR 1.0 MILE TO SIDE ROAD LEFT SOUTH TURN LEFT ON BLACKTOP ROAD
 DJ1974'CROSSING RAILROAD AND GO 0.65 MILE TO BIG BLACK RIVER CANAL CONTINUE
 DJ1974'ON BLACKTOP ROAD FOR 1.65 MILES TO SIDE ROAD RIGHT CONTINUE AHEAD ON
 DJ1974'MAIN ROAD FOR 0.7 MILE TO A HOUSE WHICH WAS OLD UNION CONSOLIDATED
 DJ1974'SCHOOL CONTINUE ON FOR 0.35 MILE TO AZIMUTH MARK ON THE RIGHT CONTINUE
 DJ1974'AHEAD 0.1 MILE TO HILLTOP AND STATION ON THE LEFT
 DJ1974'
 DJ1974'THE STATION IS 195 FEET W OF CENTER OF GRAVEL ROAD LEADING NORTH
 DJ1974'75 FT N OF CENTER BLACKTOP ROAD 62 FT W OF BLAZED 18 INCH PINE 22 FT E
 DJ1974'OF BLAZED 15 INCH PINE 1 FT SOUTH OF METAL WITNESS POST AND SIGN.  THE
 DJ1974'MARK IS 8 FEET HIGHER THAN THE ROAD AND PROJECTS 6 INCHES
 DJ1974'
 DJ1974'RM 2 IS 123 FEET N OF BLACKTOP ROAD 71 FEET NNW OF BLAZED 18 INCH
 DJ1974'PINE 1 FT S OF MWP AND SIGN THE MARK IS 2 FT HIGHER THAN THE ROAD ON
 DJ1974'SLOPING HILLSIDE AND PROJECTS 4 INCHES
 DJ1974'
 DJ1974'THE AZIMUTH MARK IS 117 FT SOUTH OF BLACKTOP ROAD 36 FT S OF OLD
 DJ1974'ROAD BED 20 FT NE OF BLAZED 17 INCH OAK 9 FT E OF A DIM WOODS ROAD
 DJ1974'8.5 FT W OF 10 INCH PINE TREE 3 FT NW OF A 6 INCH PINE 1 FT S OF
 DJ1974'METAL WITNESS POST AND SIGN ABOUT 1 FT HIGHER THAN THE ROAD AND
 DJ1974'PROJECTS 4 INCHES
 DJ1974
 DJ1974                          STATION RECOVERY (1984)
 DJ1974
 DJ1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DJ1974'THE STATION MARK, REFERENCE MARK NO 2 AND AZIMUTH MARK WERE RECOVERED
 DJ1974'IN GOOD CONDITION AS DESCRIBED IN THE 1980 DESCRIPTION BY MSHD.
 DJ1974'REFERENCE MARK NO 1 WAS NOT FOUND AND IS BELIEVED DESTROYED.  A NEW
 DJ1974'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  THE 1980 TO REACH
 DJ1974'DESCRIPTION IS ADEQUATE AND COMPLETE AT THIS TIME.  REFERENCE MARK NO
 DJ1974'3 IS A STANDARD NGS DISK STAMPED--BYWY 1939 NO 3 1984--, SET IN TOP OF
 DJ1974'A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 75.59 M (248.00
 DJ1974'FT) WEST OF TELEPHONE POLE, 18.90 M (62.01 FT) SOUTH OF THE CENTER OF
 DJ1974'PAVED ROAD, 2.59 M (8.50 FT) WEST NORTHWEST OF A 10 INCH PINE TREE
 DJ1974'WITH PROPERTY LINE MARKS PAINTED ON, 0.30 M (0.98 FT) EAST OF A
 DJ1974'FIBERGLASS WITNESS POST AND ABOUT 6 FT (1.8 M) ABOVE THE LEVEL OF
 DJ1974'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1345 ***********************************************************************
 BV1345  DESIGNATION -  C 1 41 2 RM 3
 BV1345  PID         -  BV1345
 BV1345  STATE/COUNTY-  MS/GREENE
 BV1345  USGS QUAD   -  LEAKESVILLE (1972)
 BV1345
 BV1345                         *CURRENT SURVEY CONTROL
 BV1345  ___________________________________________________________________
 BV1345* NAD 83(1986)-  31 10 12.     (N)    088 31 19.     (W)     SCALED    
 BV1345* NAVD 88     -        29.236  (meters)      95.92   (feet)  ADJUSTED  
 BV1345  ___________________________________________________________________
 BV1345  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV1345  DYNAMIC HT  -          29.200 (meters)      95.80  (feet)  COMP
 BV1345  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 BV1345
 BV1345  VERT ORDER  -  SECOND    CLASS II
 BV1345
 BV1345.The horizontal coordinates were scaled from a topographic map and have
 BV1345.an estimated accuracy of +/- 6 seconds.
 BV1345
 BV1345.The orthometric height was determined by differential leveling
 BV1345.and adjusted in May 1996.
 BV1345
 BV1345.The geoid height was determined by GEOID03.
 BV1345
 BV1345.The dynamic height is computed by dividing the NAVD 88
 BV1345.geopotential number by the normal gravity value computed on the
 BV1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1345.degrees latitude (g = 980.6199 gals.).
 BV1345
 BV1345.The modeled gravity was interpolated from observed gravity values.
 BV1345
 BV1345;                    North         East    Units  Estimated Accuracy
 BV1345;SPC MS E     -   185,170.      329,690.      MT  (+/- 180 meters Scaled)
 BV1345
 BV1345                          SUPERSEDED SURVEY CONTROL
 BV1345
 BV1345.No superseded survey control is available for this station.
 BV1345
 BV1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV549494(NAD 83)
 BV1345_MARKER: DR = REFERENCE MARK DISK
 BV1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1345_STAMPING: C 1 41 2 NO 3 1975
 BV1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1345+STABILITY: SURFACE MOTION
 BV1345
 BV1345  HISTORY     - Date     Condition        Report By
 BV1345  HISTORY     - 1975     MONUMENTED       NGS
 BV1345
 BV1345                          STATION DESCRIPTION
 BV1345
 BV1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BV1345'2.1 MI ENE FROM LEAKESVILLE.
 BV1345'THE MARK IS LOCATED 2.1 MILES EAST-NORTHEAST OF LEAKESVILLE ON THE
 BV1345'EAST ROW OF STATE HIGHWAY 57 IN THE NORTHWEST QUARTER OF THE
 BV1345'NORTHEAST QUARTER OF SECTION 6, T 2 N, R 5 W. IT IS 145.45 FEET
 BV1345'EAST-NORTHEAST OF THE STATION, 70 FEET EAST OF THE CENTER OF HIGHWAY
 BV1345'63, 55.5 FEET SOUTH OF A POWER LINE GUY POLE, 2 FEET WEST OF A FENCE,
 BV1345'1.4 FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BV1345'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BV1345'PROJECTS 2 INCHES. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE, GO
 BV1345'SOUTHEAST ON STATE HIGHWAY 63 FOR 1.05 MILES TO THE JUNCTION OF STATE
 BV1345'HIGHWAY 57. TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.45
 BV1345'MILES TO A FORK. TAKE THE LEFT FORK AND GO NORTH ON STATE
 BV1345'HIGHWAY 57 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1347 ***********************************************************************
 BV1347  DESIGNATION -  C 1 41 2 RM 4
 BV1347  PID         -  BV1347
 BV1347  STATE/COUNTY-  MS/GREENE
 BV1347  USGS QUAD   -  LEAKESVILLE (1972)
 BV1347
 BV1347                         *CURRENT SURVEY CONTROL
 BV1347  ___________________________________________________________________
 BV1347* NAD 83(1986)-  31 10 12.     (N)    088 31 19.     (W)     SCALED    
 BV1347* NAVD 88     -        29.215  (meters)      95.85   (feet)  ADJUSTED  
 BV1347  ___________________________________________________________________
 BV1347  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV1347  DYNAMIC HT  -          29.179 (meters)      95.73  (feet)  COMP
 BV1347  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 BV1347
 BV1347  VERT ORDER  -  SECOND    CLASS II
 BV1347
 BV1347.The horizontal coordinates were scaled from a topographic map and have
 BV1347.an estimated accuracy of +/- 6 seconds.
 BV1347
 BV1347.The orthometric height was determined by differential leveling
 BV1347.and adjusted in May 1996.
 BV1347
 BV1347.The geoid height was determined by GEOID03.
 BV1347
 BV1347.The dynamic height is computed by dividing the NAVD 88
 BV1347.geopotential number by the normal gravity value computed on the
 BV1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1347.degrees latitude (g = 980.6199 gals.).
 BV1347
 BV1347.The modeled gravity was interpolated from observed gravity values.
 BV1347
 BV1347;                    North         East    Units  Estimated Accuracy
 BV1347;SPC MS E     -   185,170.      329,690.      MT  (+/- 180 meters Scaled)
 BV1347
 BV1347                          SUPERSEDED SURVEY CONTROL
 BV1347
 BV1347  NGVD 29 (??/??/92)   29.208  (m)           95.83   (f) ADJ UNCH    2 2
 BV1347
 BV1347.Superseded values are not recommended for survey control.
 BV1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1347.See file dsdata.txt to determine how the superseded data were derived.
 BV1347
 BV1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV549494(NAD 83)
 BV1347_MARKER: DR = REFERENCE MARK DISK
 BV1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1347_STAMPING: C 1 41 2 NO 4 1975
 BV1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1347+STABILITY: SURFACE MOTION
 BV1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1347+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1347
 BV1347  HISTORY     - Date     Condition        Report By
 BV1347  HISTORY     - 1975     MONUMENTED       NGS
 BV1347  HISTORY     - 20080201 GOOD             MSDOT
 BV1347
 BV1347                          STATION DESCRIPTION
 BV1347
 BV1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BV1347'2.1 MI ENE FROM LEAKESVILLE.
 BV1347'THE MARK IS LOCATED 2.1 MILES EAST-NORTHEAST OF LEAKESVILLE ON THE
 BV1347'WEST ROW OF STATE HIGHWAY 57 IN THE NORTHWEST QUARTER OF THE
 BV1347'NORTHEAST QUARTER OF SECTION 6, T 2 N, R 5 W. IT IS 84.42 FEET
 BV1347'NORTH-NORTHWEST OF THE STATION, 61 FEET WEST OF THE CENTER OF
 BV1347'HIGHWAY, 13.5 FEET EAST OF A FENCE, 2.9 FEET SOUTH OF A POWER POLE,
 BV1347'1.6 FEET NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BV1347'CONCERTE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS
 BV1347'FLUSH THE GROUND. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO
 BV1347'SOUTHEAST STATE HIGHWAY 63 FOR 1.05 MILES TO THE JUNCTION OF STATE
 BV1347'HIGHWAY 57. TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.45
 BV1347'MILES TO A FORK. TAKE THE LEFT FORK AND GO NORTH ON STATE HIGHWAY 57
 BV1347'FOR 0.7 MILE TO THE MARK ON THE LEFT.
 BV1347
 BV1347                          STATION RECOVERY (2008)
 BV1347
 BV1347'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1344 ***********************************************************************
 BV1344  DESIGNATION -  C 1 41 TTC 1 121 AZ MK
 BV1344  PID         -  BV1344
 BV1344  STATE/COUNTY-  MS/GREENE
 BV1344  USGS QUAD   -  LEAKESVILLE (1972)
 BV1344
 BV1344                         *CURRENT SURVEY CONTROL
 BV1344  ___________________________________________________________________
 BV1344* NAD 83(1986)-  31 09 59.     (N)    088 31 19.     (W)     SCALED    
 BV1344* NAVD 88     -        28.345  (meters)      93.00   (feet)  ADJUSTED  
 BV1344  ___________________________________________________________________
 BV1344  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV1344  DYNAMIC HT  -          28.309 (meters)      92.88  (feet)  COMP
 BV1344  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 BV1344
 BV1344  VERT ORDER  -  SECOND    CLASS II
 BV1344
 BV1344.The horizontal coordinates were scaled from a topographic map and have
 BV1344.an estimated accuracy of +/- 6 seconds.
 BV1344
 BV1344.The orthometric height was determined by differential leveling
 BV1344.and adjusted in May 1996.
 BV1344
 BV1344.The geoid height was determined by GEOID03.
 BV1344
 BV1344.The dynamic height is computed by dividing the NAVD 88
 BV1344.geopotential number by the normal gravity value computed on the
 BV1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1344.degrees latitude (g = 980.6199 gals.).
 BV1344
 BV1344.The modeled gravity was interpolated from observed gravity values.
 BV1344
 BV1344;                    North         East    Units  Estimated Accuracy
 BV1344;SPC MS E     -   184,770.      329,690.      MT  (+/- 180 meters Scaled)
 BV1344
 BV1344                          SUPERSEDED SURVEY CONTROL
 BV1344
 BV1344.No superseded survey control is available for this station.
 BV1344
 BV1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV549490(NAD 83)
 BV1344_MARKER: DD = SURVEY DISK
 BV1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1344_STAMPING: C-1-41 TTC-1-12 1975
 BV1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1344+STABILITY: SURFACE MOTION
 BV1344
 BV1344  HISTORY     - Date     Condition        Report By
 BV1344  HISTORY     - 1975     MONUMENTED       CGS
 BV1344
 BV1344                          STATION DESCRIPTION
 BV1344
 BV1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1975
 BV1344'2 MI ENE FROM LEAKESVILLE.
 BV1344'THE MARK IS LOCATED 2 MILES EAST-NORTHEAST OF LEAKESVILLE ABOUT 100
 BV1344'YARDS WEST OF STATE HIGHWAY 57 IN A FENCE LINE ON THE NORTH SIDE OF A
 BV1344'CHICKEN HOUSE IN THE NORTHEAST QUARTER OF SECTION 6, T 2 N, R 5 W. IT
 BV1344'IS 140.5 FEET EAST OF A LONE PECAN TREE. 138 FEET NORTHWEST OF THE
 BV1344'NORTHEAST CORNER OF A CHICKEN HOUSE, 54 FEET NORTH OF THE NORTH WALL
 BV1344'OF THE CHICKEN HOUSE, 12 FEET EAST OF A POWER POLE WITH A
 BV1344'TRANSFORMER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BV1344'ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 BV1344'COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 1.05
 BV1344'MILES TO THE JUNCTION OF HIGHWAY 57. TURN LEFT AND GO NORTHEAST ON
 BV1344'HIGHWAY 57 FOR 1.45 MILES TO A FORK. TAKE THE LEFT AND CONTINUE NORTH
 BV1344'ON HIGHWAY 57 FOR 0.55 MILE TO  A PRIVATE ROAD LEADING TO A CHICKEN
 BV1344'HOUSE, TURN LEFT AND GO WEST ON THE PRIVATE ROAD FOR ABOUT 100 YARDS
 BV1344'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1346 ***********************************************************************
 BV1346  DESIGNATION -  C 1 41 TTC 1 121 USE
 BV1346  PID         -  BV1346
 BV1346  STATE/COUNTY-  MS/GREENE
 BV1346  USGS QUAD   -  LEAKESVILLE (1972)
 BV1346
 BV1346                         *CURRENT SURVEY CONTROL
 BV1346  ___________________________________________________________________
 BV1346* NAD 83(1986)-  31 10 12.     (N)    088 31 19.     (W)     SCALED    
 BV1346* NAVD 88     -        29.040  (meters)      95.28   (feet)  ADJUSTED  
 BV1346  ___________________________________________________________________
 BV1346  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV1346  DYNAMIC HT  -          29.004 (meters)      95.16  (feet)  COMP
 BV1346  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 BV1346
 BV1346  VERT ORDER  -  SECOND    CLASS II
 BV1346
 BV1346.The horizontal coordinates were scaled from a topographic map and have
 BV1346.an estimated accuracy of +/- 6 seconds.
 BV1346
 BV1346.The orthometric height was determined by differential leveling
 BV1346.and adjusted in May 1996.
 BV1346
 BV1346.The geoid height was determined by GEOID03.
 BV1346
 BV1346.The dynamic height is computed by dividing the NAVD 88
 BV1346.geopotential number by the normal gravity value computed on the
 BV1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1346.degrees latitude (g = 980.6199 gals.).
 BV1346
 BV1346.The modeled gravity was interpolated from observed gravity values.
 BV1346
 BV1346;                    North         East    Units  Estimated Accuracy
 BV1346;SPC MS E     -   185,170.      329,690.      MT  (+/- 180 meters Scaled)
 BV1346
 BV1346                          SUPERSEDED SURVEY CONTROL
 BV1346
 BV1346  NGVD 29 (??/??/92)   29.032  (m)           95.25   (f) ADJ UNCH    2 2
 BV1346
 BV1346.Superseded values are not recommended for survey control.
 BV1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1346.See file dsdata.txt to determine how the superseded data were derived.
 BV1346
 BV1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV549494(NAD 83)
 BV1346_MARKER: DS = TRIANGULATION STATION DISK
 BV1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1346_STAMPING: C-1-41 TTC-1-12 2 1975
 BV1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1346+STABILITY: SURFACE MOTION
 BV1346
 BV1346  HISTORY     - Date     Condition        Report By
 BV1346  HISTORY     - 1975     MONUMENTED       CGS
 BV1346
 BV1346                          STATION DESCRIPTION
 BV1346
 BV1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1975
 BV1346'2.1 MI ENE FROM LEAKESVILLE.
 BV1346'THE MARK IS LOCATED 2.1 MILES EAST-NORTHEAST OF LEAKESVILLE ON THE
 BV1346'WEST ROW OF STATE HIGHWAY 57 IN THE NORTHWEST QUARTER OF THE
 BV1346'NORTHEAST QUARTER 6, T 2 N, R 5 W. IT IS 66 FEET WEST OF THE CENTER
 BV1346'OF HIGHWAY 57, 87.5 FEET SOUTH OF A POWER POLE, 60.5 FEET
 BV1346'NORTH-NORTHWEST OF A FENCE CORNER, 9.5 FEET EAST OF A FENCE, 1.2 FEET
 BV1346'WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 BV1346'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BV1346'GROUND. TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON
 BV1346'STATE HIGHWAY 63 FOR 1.05 MILES TO THE JUNCTION OF STATE HIGHWAY 57.
 BV1346'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.45 MILES TO A
 BV1346'FORK. TAKE THE LEFT FORK AND GO NORTH ON STATE HIGH- WAY 57 FOR 0.7
 BV1346'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1476 ***********************************************************************
 BV1476  DESIGNATION -  C 1 53 USE 1943
 BV1476  PID         -  BV1476
 BV1476  STATE/COUNTY-  MS/GREENE
 BV1476  USGS QUAD   -  CLARK (1982)
 BV1476
 BV1476                         *CURRENT SURVEY CONTROL
 BV1476  ___________________________________________________________________
 BV1476* NAD 83(1993)-  31 15 01.69663(N)    088 31 32.60093(W)     ADJUSTED  
 BV1476* NAVD 88     -        34.34   (+/-2cm)     112.7    (feet)  VERTCON   
 BV1476  ___________________________________________________________________
 BV1476  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BV1476  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BV1476  HORZ ORDER  -  SECOND
 BV1476  VERT ORDER  -  THIRD ? (See Below)
 BV1476
 BV1476.The horizontal coordinates were established by classical geodetic methods
 BV1476.and adjusted by the National Geodetic Survey in May 1994.
 BV1476
 BV1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1476.The vertical order pertains to the NGVD 29 superseded value.
 BV1476
 BV1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1476
 BV1476.The geoid height was determined by GEOID03.
 BV1476
 BV1476;                    North         East     Units Scale Factor Converg.
 BV1476;SPC MS E     -   194,086.305   329,299.680   MT  0.99996058   +0 09 34.5
 BV1476;SPC MS E     -   636,764.82  1,080,377.37   sFT  0.99996058   +0 09 34.5
 BV1476;SPC AL W     -   139,075.556   502,300.197   MT  1.00005103   -0 31 55.8
 BV1476;UTM  16      - 3,458,364.623   354,719.392   MT  0.99986034   -0 47 30.0
 BV1476
 BV1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1476!SPC MS E     -   0.99999893  x   0.99996058  =   0.99995951
 BV1476!SPC AL W     -   0.99999893  x   1.00005103  =   1.00004996
 BV1476!UTM  16      -   0.99999893  x   0.99986034  =   0.99985927
 BV1476
 BV1476                          SUPERSEDED SURVEY CONTROL
 BV1476
 BV1476  NAD 83(1993)-  31 15 01.69936(N)    088 31 32.59934(W) AD(       ) 2
 BV1476  NAD 83(1986)-  31 15 01.71126(N)    088 31 32.60202(W) AD(       ) 2
 BV1476  NAD 27      -  31 15 01.06600(N)    088 31 32.53200(W) AD(       ) 2
 BV1476  NGVD 29 (07/19/86)   34.34   (m)          112.7    (f) LEVELING    3  
 BV1476
 BV1476.Superseded values are not recommended for survey control.
 BV1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1476.See file dsdata.txt to determine how the superseded data were derived.
 BV1476
 BV1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5471958365(NAD 83)
 BV1476_MARKER: DD = SURVEY DISK
 BV1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1476+STABILITY: SURFACE MOTION
 BV1476
 BV1476  HISTORY     - Date     Condition        Report By
 BV1476  HISTORY     - 1943     MONUMENTED       USE
 BV1476  HISTORY     - 1956     GOOD             CGS
 BV1476  HISTORY     - 1966     GOOD             MSHD
 BV1476
 BV1476                          STATION DESCRIPTION
 BV1476
 BV1476'DESCRIBED BY US ENGINEERS 1943 (KBJ)
 BV1476'THIS TRAVERSE STATION IS LOCATED ABOUT 5.5 MILES NNE OF LEAKESVILLE
 BV1476'ON LAND OWNED BY J.W. MILLS. THE MARK IS A BRONZE U.S. ENGINEERS
 BV1476'DEPARTMENT DISK SET IN A 6- BY 6-INCH CONCRETE POST. THE MARK IS
 BV1476'ALSO IDENTICAL WITH THE U.S. GEOLOGICAL SURVEY STATION TT
 BV1476'C-1-1947.  THE STATION IS SET ACROSS THE ROAD ABOUT 50 YARDS E OF
 BV1476'THE MILLS RESIDENCE, 15.0 FEET N OF A GATE INTO A CULTIVATED
 BV1476'FIELD AND 3.0 FEET W OF A FENCE.
 BV1476'
 BV1476'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MILLS,
 BV1476'DISTANCE 66.261 METERS (217.41 FEET).
 BV1476'
 BV1476'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKESVILLE, GO SE ON
 BV1476'MISSISSIPPI HIGHWAY 63 FOR 1.05 MILES, TURN LEFT AND GO 1.35 MILES
 BV1476'TO A ROAD FORK, TAKE THE LEFT FORK AND GO 6.5 MILES TO THE MILLS
 BV1476'FARMHOUSE ON THE LEFT AND STATION ON THE RIGHT.
 BV1476
 BV1476                          STATION RECOVERY (1956)
 BV1476
 BV1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1476'THE STATION WAS VISITED ON OCTOBER 22, 1956. THE MARK WAS FOUND IN
 BV1476'GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1476'
 BV1476'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE STATE LINE ROAD,
 BV1476'ABOUT 7.25 MI. NE OF LEAKSVILLE, AND ACROSS
 BV1476'THE HIGHWAY FROM THE MR. J.W. MILLS HOUSE. IT IS 217.41 FT. S-SW OF
 BV1476'TRIANGULATION STATION MILLS 1943, 134 FT. S OF A TELEPHONE POLE,
 BV1476'71 FT. N OF A TELEPHONE POLE, 54 FT. W-NW OF A POWER POLE IN A
 BV1476'FIELD, 17 FT. N OF AN OAK TREE, 34 FT. E-SE OF THE CENTER OF THE
 BV1476'HIGHWAY, 1.5 FT. W-NW OF A FENCE, 12 FT. N OF THE N END OF A
 BV1476'BOARD GATE, AND 12 FT. S OF THE PROJECTED TANGENT OF THE N SIDE OF
 BV1476'THE MILLS HOUSE WHICH IS ON THE W SIDE OF THE ROAD. IT IS A U.S.
 BV1476'ENGINEERS DISK, STAMPED BM C-1-53 TTC-1-147 1939 AND SET IN THE
 BV1476'TOP OF A 4-IN.  SQUARE CONCRETE POST PROJECTING 6 IN.
 BV1476'
 BV1476'TO REACH THE MARK FROM THE COURTHOUSE IN LEAKSVILLE, GO SE FOR 1.05
 BV1476'MI. ON STATE HIGHWAY 63 TO A MACADAM ROAD LEFT, TURN LEFT ON STATE
 BV1476'LINE ROAD AND GO E AND N FOR 1.35 MI. TO A FORK, TAKE THE LEFT FORK
 BV1476'AND GO 6.65 MI. TO THE MARK ON THE RIGHT.
 BV1476'
 BV1476'THIS IS A TRAVERSE STATION.
 BV1476
 BV1476                          STATION RECOVERY (1966)
 BV1476
 BV1476'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1476'THE STATION SITE WAS VISITED 3-23-66 AND WAS FOUND IN GOOD CONDITION.
 BV1476'.
 BV1476'TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON HIGHWAY
 BV1476'63 FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.45 MILES
 BV1476'TO A FORK, TAKE THE LEFT FORK AND GO 6.7 MILES TO THE MARK ON THE
 BV1476'RIGHT AND A HOUSE ON THE LEFT. THE STATION DISK IS STAMPED BM
 BV1476'C-1-53 TTC-1-147 (1939).
 BV1476'
 BV1476'IT IS 134 FEET SOUTH OF A TELEPHONE POLE, 71 FEET NORTH OF A
 BV1476'TELEPHONE POLE, 54 FEET WEST-NORTHWEST OF A POWER POLE IN THE
 BV1476'PASTURE, 34 FEET EAST-SOUTHEAST OF CENTER OF HIGHWAY, 12 FEET NORTH
 BV1476'OF THE NORTH END OF THE BOARD GATE, AND 1.5 FEET WEST-NORTHWEST OF
 BV1476'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0355 ***********************************************************************
 BW0355  DESIGNATION -  C 10
 BW0355  PID         -  BW0355
 BW0355  STATE/COUNTY-  MS/PIKE
 BW0355  USGS QUAD   -  HOLMESVILLE (1972)
 BW0355
 BW0355                         *CURRENT SURVEY CONTROL
 BW0355  ___________________________________________________________________
 BW0355* NAD 83(1986)-  31 11 03.     (N)    090 20 40.     (W)     SCALED    
 BW0355* NAVD 88     -       104.41   (+/-2cm)     342.6    (feet)  VERTCON   
 BW0355  ___________________________________________________________________
 BW0355  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0355
 BW0355.The horizontal coordinates were scaled from a topographic map and have
 BW0355.an estimated accuracy of +/- 6 seconds.
 BW0355
 BW0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0355.The vertical order pertains to the NGVD 29 superseded value.
 BW0355
 BW0355.The geoid height was determined by GEOID03.
 BW0355
 BW0355;                    North         East    Units  Estimated Accuracy
 BW0355;SPC MS W     -   186,700.      698,940.      MT  (+/- 180 meters Scaled)
 BW0355
 BW0355                          SUPERSEDED SURVEY CONTROL
 BW0355
 BW0355  NGVD 29 (??/??/??)  104.424  (m)          342.60   (f) ADJUSTED    1 2
 BW0355
 BW0355.Superseded values are not recommended for survey control.
 BW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0355.See file dsdata.txt to determine how the superseded data were derived.
 BW0355
 BW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ530530(NAD 83)
 BW0355_MARKER: DB = BENCH MARK DISK
 BW0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0355_STAMPING: C 10 1934
 BW0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0355+STABILITY: SURFACE MOTION
 BW0355
 BW0355  HISTORY     - Date     Condition        Report By
 BW0355  HISTORY     - 1934     MONUMENTED       CGS
 BW0355  HISTORY     - 1968     GOOD             MSHD
 BW0355
 BW0355                          STATION DESCRIPTION
 BW0355
 BW0355'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0355'7.7 MI NE FROM MAGNOLIA.
 BW0355'THE MARK IS LOCATED 7.7 MILES SW OF THE APPROXIMATE CENTER OF MCCOMB
 BW0355'IN THE WEST ANGLE OF THE CROSSING OF THE FERNWOOD, COLUMBIA AND GULF
 BW0355'RAILROAD TRACK WITH A GRAVELED ROAD, 7.4 MILES NE OF MAGNOLIA NEAR THE
 BW0355'CENTER OF THE EAST SIDE OF SECTION 36, T 3N, R 8E.  IT IS 74 FEET WEST
 BW0355'OF THE CENTER OF THE CROSSING, 31.5 FEET SOUTHWEST OF THE SOUTHWEST
 BW0355'RAIL, 36 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 33 FEET WEST
 BW0355'OF TELEPHONE LINE POLE, NO. 270, 72.5 FEET NORTHEAST OF A POWER LINE
 BW0355'POLE WITH A TRANSFORMER AND GUY WIRES, 1 FOOT NORTH OF A METAL WITNESS
 BW0355'POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 BW0355'ABOVE THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES. NOTE-- TO REACH
 BW0355'FROM THE U.S. POST OFFICE IN MCCOMB GO SOUTHEAST ON DELAWARE AVENUE
 BW0355'FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY
 BW0355'INTERSECTION).  TURN RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51
 BW0355'(BROADWAY) FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 98 TURN
 BW0355'LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 98 FOR 8.3 MILES TO A
 BW0355'CROSSROADS WITH A STORE IN THE SOUTHEAST ANGLE. TURN RIGHT (SOUTHWEST)
 BW0355'AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.5 MILE TO A CROSSROADS JUST
 BW0355'BEFORE REACHING THE RAILROAD TRACK.  TURN RIGHT (WEST) AND CONTINUE ON
 BW0355'AN ALL WEATHER ROAD FOR 0.8 MILE TO A RAILROAD CROSSING AND THE MARK
 BW0355'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0728 ***********************************************************************
 CO0728  DESIGNATION -  C 100
 CO0728  PID         -  CO0728
 CO0728  STATE/COUNTY-  MS/NESHOBA
 CO0728  USGS QUAD   -  MC DONALD (1982)
 CO0728
 CO0728                         *CURRENT SURVEY CONTROL
 CO0728  ___________________________________________________________________
 CO0728* NAD 83(1986)-  32 41 55.     (N)    089 08 18.     (W)     SCALED    
 CO0728* NAVD 88     -       128.601  (meters)     421.92   (feet)  ADJUSTED  
 CO0728  ___________________________________________________________________
 CO0728  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO0728  DYNAMIC HT  -         128.454 (meters)     421.44  (feet)  COMP
 CO0728  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CO0728
 CO0728  VERT ORDER  -  SECOND    CLASS 0
 CO0728
 CO0728.The horizontal coordinates were scaled from a topographic map and have
 CO0728.an estimated accuracy of +/- 6 seconds.
 CO0728
 CO0728.The orthometric height was determined by differential leveling
 CO0728.and adjusted in June 1991.
 CO0728
 CO0728.The geoid height was determined by GEOID03.
 CO0728
 CO0728.The dynamic height is computed by dividing the NAVD 88
 CO0728.geopotential number by the normal gravity value computed on the
 CO0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0728.degrees latitude (g = 980.6199 gals.).
 CO0728
 CO0728.The modeled gravity was interpolated from observed gravity values.
 CO0728
 CO0728;                    North         East    Units  Estimated Accuracy
 CO0728;SPC MS E     -   354,660.      271,400.      MT  (+/- 180 meters Scaled)
 CO0728
 CO0728                          SUPERSEDED SURVEY CONTROL
 CO0728
 CO0728  NGVD 29 (??/??/92)  128.610  (m)          421.95   (f) ADJ UNCH    2 0
 CO0728
 CO0728.Superseded values are not recommended for survey control.
 CO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0728.See file dsdata.txt to determine how the superseded data were derived.
 CO0728
 CO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB995198(NAD 83)
 CO0728_MARKER: DB = BENCH MARK DISK
 CO0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0728_STAMPING: C 100 1935
 CO0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0728+STABILITY: SURFACE MOTION
 CO0728
 CO0728  HISTORY     - Date     Condition        Report By
 CO0728  HISTORY     - 1935     MONUMENTED       CGS
 CO0728  HISTORY     - 1964     GOOD             MSHD
 CO0728  HISTORY     - 20071122 MARK NOT FOUND   MSSU
 CO0728
 CO0728                          STATION DESCRIPTION
 CO0728
 CO0728'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0728'8.3 MI S FROM PHILADELPHIA.
 CO0728'TO REACH THE MARK FROM THE MUNICIPAL WATER TANK IN PHILADELPHIA, GO
 CO0728'SOUTH ON STATE HIGHWAY 15, FOR 8.3 MILES TO A DIRT ROAD ON THE LEFT,
 CO0728'TURN LEFT, EAST, AND GO 0.45 MILE TO THE RAILROAD AND THE MARK AS
 CO0728'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND
 CO0728'CONCRETE POST.  IT IS 6 FEET NORTHWEST OF THE FIFTH POLE NORTH OF
 CO0728'MILEPOST 190, 60 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 30 FEET
 CO0728'EAST OF THE EAST RAIL, ABOUT LEVEL WITH THE TRACK, AND PROJECTS 10
 CO0728'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 CO0728
 CO0728                          STATION RECOVERY (2007)
 CO0728
 CO0728'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007
 CO0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0660 ***********************************************************************
 CO0660  DESIGNATION -  C 101
 CO0660  PID         -  CO0660
 CO0660  STATE/COUNTY-  MS/KEMPER
 CO0660  USGS QUAD   -  LYNVILLE (1982)
 CO0660
 CO0660                         *CURRENT SURVEY CONTROL
 CO0660  ___________________________________________________________________
 CO0660* NAD 83(1986)-  32 45 04.     (N)    088 48 40.     (W)     SCALED    
 CO0660* NAVD 88     -       164.262  (meters)     538.92   (feet)  ADJUSTED  
 CO0660  ___________________________________________________________________
 CO0660  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CO0660  DYNAMIC HT  -         164.072 (meters)     538.29  (feet)  COMP
 CO0660  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 CO0660
 CO0660  VERT ORDER  -  SECOND    CLASS 0
 CO0660
 CO0660.The horizontal coordinates were scaled from a topographic map and have
 CO0660.an estimated accuracy of +/- 6 seconds.
 CO0660
 CO0660.The orthometric height was determined by differential leveling
 CO0660.and adjusted in June 1991.
 CO0660
 CO0660.The geoid height was determined by GEOID03.
 CO0660
 CO0660.The dynamic height is computed by dividing the NAVD 88
 CO0660.geopotential number by the normal gravity value computed on the
 CO0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0660.degrees latitude (g = 980.6199 gals.).
 CO0660
 CO0660.The modeled gravity was interpolated from observed gravity values.
 CO0660
 CO0660;                    North         East    Units  Estimated Accuracy
 CO0660;SPC MS E     -   360,440.      302,080.      MT  (+/- 180 meters Scaled)
 CO0660
 CO0660                          SUPERSEDED SURVEY CONTROL
 CO0660
 CO0660  NGVD 29 (??/??/92)  164.240  (m)          538.84   (f) ADJ UNCH    2 0
 CO0660
 CO0660.Superseded values are not recommended for survey control.
 CO0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0660.See file dsdata.txt to determine how the superseded data were derived.
 CO0660
 CO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB303251(NAD 83)
 CO0660_MARKER: DB = BENCH MARK DISK
 CO0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0660_STAMPING: C-101 1935
 CO0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0660+STABILITY: SURFACE MOTION
 CO0660
 CO0660  HISTORY     - Date     Condition        Report By
 CO0660  HISTORY     - 1935     MONUMENTED       CGS
 CO0660
 CO0660                          STATION DESCRIPTION
 CO0660
 CO0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0660'10.3 MI W FROM DE KALB.
 CO0660'10.3 MILES WEST OF COURTHOUSE AT DE KALB 48 FEET SOUTHEAST OF DOCTOR
 CO0660'CLARKS STORE, SOMETIMES KNOWN AS KODO, 40 FEET NORTH OF CENTER LINE OF
 CO0660'HIGHWAY FROM PHILADELPHIA TO ELECTRIC MILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1280 ***********************************************************************
 DJ1280  DESIGNATION -  C 102
 DJ1280  PID         -  DJ1280
 DJ1280  STATE/COUNTY-  MS/WINSTON
 DJ1280  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1280
 DJ1280                         *CURRENT SURVEY CONTROL
 DJ1280  ___________________________________________________________________
 DJ1280* NAD 83(1986)-  33 07 28.     (N)    089 01 22.     (W)     SCALED    
 DJ1280* NAVD 88     -       159.616  (meters)     523.67   (feet)  ADJUSTED  
 DJ1280  ___________________________________________________________________
 DJ1280  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DJ1280  DYNAMIC HT  -         159.437 (meters)     523.09  (feet)  COMP
 DJ1280  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 DJ1280
 DJ1280  VERT ORDER  -  SECOND    CLASS 0
 DJ1280
 DJ1280.The horizontal coordinates were scaled from a topographic map and have
 DJ1280.an estimated accuracy of +/- 6 seconds.
 DJ1280
 DJ1280.The orthometric height was determined by differential leveling
 DJ1280.and adjusted in June 1991.
 DJ1280
 DJ1280.The geoid height was determined by GEOID03.
 DJ1280
 DJ1280.The dynamic height is computed by dividing the NAVD 88
 DJ1280.geopotential number by the normal gravity value computed on the
 DJ1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1280.degrees latitude (g = 980.6199 gals.).
 DJ1280
 DJ1280.The modeled gravity was interpolated from observed gravity values.
 DJ1280
 DJ1280;                    North         East    Units  Estimated Accuracy
 DJ1280;SPC MS E     -   401,860.      282,320.      MT  (+/- 180 meters Scaled)
 DJ1280
 DJ1280                          SUPERSEDED SURVEY CONTROL
 DJ1280
 DJ1280  NGVD 29 (??/??/92)  159.592  (m)          523.59   (f) ADJ UNCH    2 0
 DJ1280
 DJ1280.Superseded values are not recommended for survey control.
 DJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1280.See file dsdata.txt to determine how the superseded data were derived.
 DJ1280
 DJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB112669(NAD 83)
 DJ1280_MARKER: DB = BENCH MARK DISK
 DJ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1280_STAMPING: C 102 1935
 DJ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1280+STABILITY: SURFACE MOTION
 DJ1280
 DJ1280  HISTORY     - Date     Condition        Report By
 DJ1280  HISTORY     - 1935     MONUMENTED       CGS
 DJ1280  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1280
 DJ1280                          STATION DESCRIPTION
 DJ1280
 DJ1280'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1280'1.9 MI E FROM LOUISVILLE.
 DJ1280'1.9 MILES EAST ALONG STATE HIGHWAY 14 FROM THE HIGH SCHOOL AT
 DJ1280'LOUISVILLE, WINSTON COUNTY, 140 FEET WEST OF THE W. C. TABOR STANDARD
 DJ1280'OIL SERVICE STATION, 100 FEET NORTHWEST OF THE JUNCTION OF THE MURPHY
 DJ1280'CREEK ROAD, AND 75 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 DJ1280'STANDARD DISK, STAMPED C 102 1935 AND SET IN THE TOP OF A CONCRETE
 DJ1280'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0153 ***********************************************************************
 CO0153  DESIGNATION -  C 103
 CO0153  PID         -  CO0153
 CO0153  STATE/COUNTY-  MS/GREENE
 CO0153  USGS QUAD   -  WEST GREENE (1970)
 CO0153
 CO0153                         *CURRENT SURVEY CONTROL
 CO0153  ___________________________________________________________________
 CO0153* NAD 83(1986)-  32 52 48.     (N)    088 07 17.     (W)     SCALED    
 CO0153* NAVD 88     -        38.231  (meters)     125.43   (feet)  ADJUSTED  
 CO0153  ___________________________________________________________________
 CO0153  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CO0153  DYNAMIC HT  -          38.188 (meters)     125.29  (feet)  COMP
 CO0153  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 CO0153
 CO0153  VERT ORDER  -  SECOND    CLASS 0
 CO0153
 CO0153.The horizontal coordinates were scaled from a topographic map and have
 CO0153.an estimated accuracy of +/- 6 seconds.
 CO0153
 CO0153.The orthometric height was determined by differential leveling
 CO0153.and adjusted in June 1991.
 CO0153
 CO0153.The geoid height was determined by GEOID03.
 CO0153
 CO0153.The dynamic height is computed by dividing the NAVD 88
 CO0153.geopotential number by the normal gravity value computed on the
 CO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0153.degrees latitude (g = 980.6199 gals.).
 CO0153
 CO0153.The modeled gravity was interpolated from observed gravity values.
 CO0153
 CO0153;                    North         East    Units  Estimated Accuracy
 CO0153;SPC MS E     -   374,960.      366,620.      MT  (+/- 180 meters Scaled)
 CO0153
 CO0153                          SUPERSEDED SURVEY CONTROL
 CO0153
 CO0153  NGVD 29 (??/??/92)   38.203  (m)          125.34   (f) ADJ UNCH    2 0
 CO0153
 CO0153.Superseded values are not recommended for survey control.
 CO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0153.See file dsdata.txt to determine how the superseded data were derived.
 CO0153
 CO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB951385(NAD 83)
 CO0153_MARKER: DB = BENCH MARK DISK
 CO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0153_SP_SET: CONCRETE POST
 CO0153_STAMPING: C 103 1935
 CO0153_MARK LOGO: CGS   
 CO0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0153+STABILITY: SURFACE MOTION
 CO0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0153+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 CO0153
 CO0153  HISTORY     - Date     Condition        Report By
 CO0153  HISTORY     - 1935     MONUMENTED       CGS
 CO0153  HISTORY     - 19930804 GOOD             MSHD
 CO0153
 CO0153                          STATION DESCRIPTION
 CO0153
 CO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0153'2.1 MI N FROM MOUNT HEBRON.
 CO0153'2.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 CO0153'STATION AT MOUNT HEBRON, GREENE COUNTY, 2 POLES SOUTH OF POLE 697+25,
 CO0153'AT A ROAD CROSSING, 45 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 CO0153'30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 CO0153'STAMPED C 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CO0153
 CO0153                          STATION RECOVERY (1993)
 CO0153
 CO0153'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 CO0153'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF LOURIN, IN THE
 CO0153'NORTHWEST ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK WITH A
 CO0153'WOODS ROAD, 7.8 MI (12.6 KM) NORTH-NORTHEAST OF BAY SPRINGS AND IS IN
 CO0153'SECTION 22, T 3N, R 10E.
 CO0153'TO REACH FROM THE POST OFFICE JUST SOUTH OF THE MAIN CROSSROADS IN
 CO0153'LOURIN, GO NORTH ON STATE HIGHWAY 15 FOR 0.6 MI (1.0 KM) TO A
 CO0153'CROSSROAD, TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.2 MI (0.3 KM)
 CO0153'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.65
 CO0153'MI (1.05 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON
 CO0153'A WOODS ROAD FOR 0.1 MI (0.2 KM) TO THE RAILROAD CROSSING AND THE
 CO0153'MARK ON THE LEFT.
 CO0153'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 CO0153'WITH THE GROUND, 51.5 FT (15.7 M) SOUTH A 20 INCH TWIN GUM, 50.0 FT
 CO0153'(15.2 M) WEST OF THE WEST RAIL, 32.0 FT (9.8 M) NORTH OF THE CENTER
 CO0153'OF THE WOODS ROAD, 22.0 FT (6.7 M) SOUTH-SOUTHEAST OF A 12 INCH OAK
 CO0153'WITH A METAL WITNESS SIGN ON IT, 7.5 FT (2.3 M) EAST OF A FENCE AND
 CO0153'1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0815 ***********************************************************************
 CO0815  DESIGNATION -  C 103
 CO0815  PID         -  CO0815
 CO0815  STATE/COUNTY-  MS/JASPER
 CO0815  USGS QUAD   -  LOUIN (1982)
 CO0815
 CO0815                         *CURRENT SURVEY CONTROL
 CO0815  ___________________________________________________________________
 CO0815* NAD 83(1986)-  32 05 13.     (N)    089 15 33.     (W)     SCALED    
 CO0815* NAVD 88     -       128.83   (+/-2cm)     422.7    (feet)  VERTCON   
 CO0815  ___________________________________________________________________
 CO0815  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CO0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0815
 CO0815.The horizontal coordinates were scaled from a topographic map and have
 CO0815.an estimated accuracy of +/- 6 seconds.
 CO0815
 CO0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0815.The vertical order pertains to the NGVD 29 superseded value.
 CO0815
 CO0815.The geoid height was determined by GEOID03.
 CO0815
 CO0815;                    North         East    Units  Estimated Accuracy
 CO0815;SPC MS E     -   286,870.      259,800.      MT  (+/- 180 meters Scaled)
 CO0815
 CO0815                          SUPERSEDED SURVEY CONTROL
 CO0815
 CO0815  NGVD 29 (??/??/92)  128.823  (m)          422.65   (f) ADJ UNCH    2 0
 CO0815
 CO0815.Superseded values are not recommended for survey control.
 CO0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0815.See file dsdata.txt to determine how the superseded data were derived.
 CO0815
 CO0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA867523(NAD 83)
 CO0815_MARKER: DB = BENCH MARK DISK
 CO0815_SETTING: 0 = UNSPECIFIED SETTING
 CO0815_STAMPING: C 103 1935
 CO0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0815+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 CO0815
 CO0815  HISTORY     - Date     Condition        Report By
 CO0815  HISTORY     - 1935     MONUMENTED       CGS
 CO0815  HISTORY     - 1966     GOOD             MSHD
 CO0815  HISTORY     - 20080201 GOOD             MSDOT
 CO0815
 CO0815                          STATION DESCRIPTION
 CO0815
 CO0815'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0815'1.0 MI N FROM LOUIN.
 CO0815'TO REACH FROM THE U.S. POST OFFICE IN LOUIN GO NORTH ON HIGHWAY 15 FOR
 CO0815'0.5 MILES TO A CROSSROADS, TURN LEFT AND GO 0.2 MILES ACROSS THE
 CO0815'RAILROAD TRACK AND A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO 0.65
 CO0815'MILES TO A PRIVATE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1 MILES TO
 CO0815'THE RAILROAD TRACK AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 95
 CO0815'FEET NORTHWEST OF POLE NO. 3045, 50 FEET WEST OF WEST RAIL, 30 FEET
 CO0815'NORTH OF THE CENTER OF PRIVATE ROAD, 8 FEET EAST OF A FENCE AND 1 FOOT
 CO0815'NORTH OF A METAL WITNESS POST.
 CO0815
 CO0815                          STATION RECOVERY (2008)
 CO0815
 CO0815'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 CO0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0469 ***********************************************************************
 BV0469  DESIGNATION -  C 104
 BV0469  PID         -  BV0469
 BV0469  STATE/COUNTY-  MS/JONES
 BV0469  USGS QUAD   -  LANHAM (1982)
 BV0469
 BV0469                         *CURRENT SURVEY CONTROL
 BV0469  ___________________________________________________________________
 BV0469* NAD 83(1986)-  31 30 40.     (N)    089 04 14.     (W)     SCALED    
 BV0469* NAVD 88     -        55.44   (+/-2cm)     181.9    (feet)  VERTCON   
 BV0469  ___________________________________________________________________
 BV0469  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BV0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0469
 BV0469.The horizontal coordinates were scaled from a topographic map and have
 BV0469.an estimated accuracy of +/- 6 seconds.
 BV0469
 BV0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0469.The vertical order pertains to the NGVD 29 superseded value.
 BV0469
 BV0469.The geoid height was determined by GEOID03.
 BV0469
 BV0469;                    North         East    Units  Estimated Accuracy
 BV0469;SPC MS E     -   222,970.      277,470.      MT  (+/- 180 meters Scaled)
 BV0469
 BV0469                          SUPERSEDED SURVEY CONTROL
 BV0469
 BV0469  NGVD 29 (??/??/92)   55.439  (m)          181.89   (f) ADJ UNCH    2 0
 BV0469
 BV0469.Superseded values are not recommended for survey control.
 BV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0469.See file dsdata.txt to determine how the superseded data were derived.
 BV0469
 BV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV033881(NAD 83)
 BV0469_MARKER: DB = BENCH MARK DISK
 BV0469_SETTING: 0 = UNSPECIFIED SETTING
 BV0469_STAMPING: C 104 1935
 BV0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0469
 BV0469  HISTORY     - Date     Condition        Report By
 BV0469  HISTORY     - 1935     MONUMENTED       CGS
 BV0469  HISTORY     - 1964     GOOD             MSHD
 BV0469
 BV0469                          STATION DESCRIPTION
 BV0469
 BV0469'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0469'3.6 MI NW FROM OVETT.
 BV0469'TO REACH THE MARK FROM THE CROSSING OF A BLACKTOP ROAD AND THE
 BV0469'RAILROAD TO OVETT, GO WEST ON BLACKTOP ROAD FOR 1.2 MILES TO A GRAVEL
 BV0469'ROAD ON THE RIGHT, TURN RIGHT, NORTHWEST AND GO 2.6 MILES TO A FIELD
 BV0469'ROAD ON THE RIGHT, TURN RIGHT, EAST AND GO 0.1 MILE TO THE RAILROAD
 BV0469'AND THE MARK AS DESCRIBED.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH
 BV0469'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0450 ***********************************************************************
 BV0450  DESIGNATION -  C 106
 BV0450  PID         -  BV0450
 BV0450  STATE/COUNTY-  MS/SMITH
 BV0450  USGS QUAD   -  TAYLORSVILLE (1975)
 BV0450
 BV0450                         *CURRENT SURVEY CONTROL
 BV0450  ___________________________________________________________________
 BV0450* NAD 83(1986)-  31 50 30.     (N)    089 28 19.     (W)     SCALED    
 BV0450* NAVD 88     -       102.98   (+/-2cm)     337.9    (feet)  VERTCON   
 BV0450  ___________________________________________________________________
 BV0450  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BV0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0450
 BV0450.The horizontal coordinates were scaled from a topographic map and have
 BV0450.an estimated accuracy of +/- 6 seconds.
 BV0450
 BV0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0450.The vertical order pertains to the NGVD 29 superseded value.
 BV0450
 BV0450.The geoid height was determined by GEOID03.
 BV0450
 BV0450;                    North         East    Units  Estimated Accuracy
 BV0450;SPC MS E     -   259,770.      239,560.      MT  (+/- 180 meters Scaled)
 BV0450
 BV0450                          SUPERSEDED SURVEY CONTROL
 BV0450
 BV0450  NGVD 29 (??/??/92)  102.988  (m)          337.89   (f) ADJ UNCH    2 0
 BV0450
 BV0450.Superseded values are not recommended for survey control.
 BV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0450.See file dsdata.txt to determine how the superseded data were derived.
 BV0450
 BV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA660255(NAD 83)
 BV0450_MARKER: DB = BENCH MARK DISK
 BV0450_SETTING: 0 = UNSPECIFIED SETTING
 BV0450_STAMPING: C 106 1935
 BV0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0450
 BV0450  HISTORY     - Date     Condition        Report By
 BV0450  HISTORY     - 1935     MONUMENTED       CGS
 BV0450  HISTORY     - 1966     GOOD             MSHD
 BV0450  HISTORY     - 1972     GOOD             NGS
 BV0450
 BV0450                          STATION DESCRIPTION
 BV0450
 BV0450'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0450'2.9 MI NW FROM TAYLORSVILLE.
 BV0450'TO REACH FROM THE U.S. POST OFFICE IN TAYLORSVILLE GO SOUTHWEST ON
 BV0450'HIGHWAY 28 FOR 0.2 MILES TO THE INTERSECTION OF HIGHWAY 37, CONTINUE
 BV0450'ON HIGHWAY 28 FOR 2.7 MILES TO A WOODEN FENCE ON THE RIGHT SURROUNDING
 BV0450'A BARN ON THREE SIDES AND THE MARK ON THE LEFT AS DESCRIBED. IT IS 88
 BV0450'FEET SOUTH OF THE CENTER OF HIGHWAY 28, 48 FEET SOUTH OF A
 BV0450'RIGHT-OF-WAY MARKER, 22 FEET NORTH OF THE NORTH RAIL, AND 1.5 FEET
 BV0450'NORTHEAST OF A METAL WITNESS POST.
 BV0450
 BV0450                          STATION RECOVERY (1972)
 BV0450
 BV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BV0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0445 ***********************************************************************
 BV0445  DESIGNATION -  C 107
 BV0445  PID         -  BV0445
 BV0445  STATE/COUNTY-  MS/JASPER
 BV0445  USGS QUAD   -  HEIDELBERG (1982)
 BV0445
 BV0445                         *CURRENT SURVEY CONTROL
 BV0445  ___________________________________________________________________
 BV0445* NAD 83(1986)-  31 55 34.     (N)    088 56 25.     (W)     SCALED    
 BV0445* NAVD 88     -       134.43   (+/-2cm)     441.0    (feet)  VERTCON   
 BV0445  ___________________________________________________________________
 BV0445  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BV0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0445
 BV0445.The horizontal coordinates were scaled from a topographic map and have
 BV0445.an estimated accuracy of +/- 6 seconds.
 BV0445
 BV0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0445.The vertical order pertains to the NGVD 29 superseded value.
 BV0445
 BV0445.The geoid height was determined by GEOID03.
 BV0445
 BV0445;                    North         East    Units  Estimated Accuracy
 BV0445;SPC MS E     -   268,960.      289,890.      MT  (+/- 180 meters Scaled)
 BV0445
 BV0445                          SUPERSEDED SURVEY CONTROL
 BV0445
 BV0445  NGVD 29 (??/??/92)  134.416  (m)          441.00   (f) ADJ UNCH    2 0
 BV0445
 BV0445.Superseded values are not recommended for survey control.
 BV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0445.See file dsdata.txt to determine how the superseded data were derived.
 BV0445
 BV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA165338(NAD 83)
 BV0445_MARKER: DB = BENCH MARK DISK
 BV0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0445_STAMPING: C 107 1935
 BV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0445+STABILITY: SURFACE MOTION
 BV0445
 BV0445  HISTORY     - Date     Condition        Report By
 BV0445  HISTORY     - 1935     MONUMENTED       CGS
 BV0445  HISTORY     - 1966     GOOD             MSHD
 BV0445  HISTORY     - 1971     GOOD             NGS
 BV0445
 BV0445                          STATION DESCRIPTION
 BV0445
 BV0445'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0445'IN VOSSBURG.
 BV0445'TO REACH FROM THE U.S. POST OFFICE IN HEIDELBERG GO SOUTH ON OAK
 BV0445'AVENUE FOR APPROXIMATELY 100 FEET TO THE INTERSECTION OF HIGHWAY 528,
 BV0445'TURN LEFT AND GO 1.75 MILES TO THE INTERSECTION OF HIGHWAY 11, TURN
 BV0445'LEFT AND GO 3.5 MILES TO A CROSSROADS, TURN LEFT AND GO 0.95 MILES TO
 BV0445'A FORK, TAKE THE LEFT FORK AND GO 0.25 MILES TO A TRACK ROAD
 BV0445'PARALLELING THE RAILROAD ON THE LEFT, TURN LEFT AND GO APPROXIMATELY
 BV0445'100 FEET TO THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 52 FEET WEST OF
 BV0445'POLE NO. 95 A, 30 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT NORTH OF A
 BV0445'METAL WITNESS POST.  STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BV0445
 BV0445                          STATION RECOVERY (1971)
 BV0445
 BV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BV0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0633 ***********************************************************************
 BV0633  DESIGNATION -  C 108
 BV0633  PID         -  BV0633
 BV0633  STATE/COUNTY-  MS/LAMAR
 BV0633  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0633
 BV0633                         *CURRENT SURVEY CONTROL
 BV0633  ___________________________________________________________________
 BV0633* NAD 83(1986)-  31 20 38.     (N)    089 23 37.     (W)     SCALED    
 BV0633* NAVD 88     -        79.27   (+/-2cm)     260.1    (feet)  VERTCON   
 BV0633  ___________________________________________________________________
 BV0633  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BV0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0633
 BV0633.The horizontal coordinates were scaled from a topographic map and have
 BV0633.an estimated accuracy of +/- 6 seconds.
 BV0633
 BV0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0633.The vertical order pertains to the NGVD 29 superseded value.
 BV0633
 BV0633.The geoid height was determined by GEOID03.
 BV0633
 BV0633;                    North         East    Units  Estimated Accuracy
 BV0633;SPC MS E     -   204,540.      246,690.      MT  (+/- 180 meters Scaled)
 BV0633
 BV0633                          SUPERSEDED SURVEY CONTROL
 BV0633
 BV0633  NGVD 29 (??/??/92)   79.287  (m)          260.13   (f) ADJ UNCH    2 0
 BV0633
 BV0633.Superseded values are not recommended for survey control.
 BV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0633.See file dsdata.txt to determine how the superseded data were derived.
 BV0633
 BV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV722701(NAD 83)
 BV0633_MARKER: DB = BENCH MARK DISK
 BV0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0633_STAMPING: C 108 1935
 BV0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0633+STABILITY: SURFACE MOTION
 BV0633
 BV0633  HISTORY     - Date     Condition        Report By
 BV0633  HISTORY     - 1935     MONUMENTED       CGS
 BV0633  HISTORY     - 1964     GOOD             MSHD
 BV0633
 BV0633                          STATION DESCRIPTION
 BV0633
 BV0633'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0633'4.8 MI NW FROM HATTIESBURG.
 BV0633'TO REACH FROM THE OVERPASS OF 4TH STREET AND U. S. HIGHWAY 49 AT THE
 BV0633'NORTHEAST CORNER OF THE MISSISSIPPI SOUTHERN COLLEGE CAMPUS GO WEST ON
 BV0633'4TH STREET FOR 1.5 MILES TO AN OVERPASS OVER INTERSTATE HIGHWAY 59,
 BV0633'CONTINUE WEST FOR 3.0 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT,
 BV0633'NORTH AND GO 0.3 MILE TO THE RAILROAD AND THE MARK AS DESCRIBED. THE
 BV0633'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST 30
 BV0633'FEET NORTHWEST OF THE SIXTH POLE NORTHEAST OF MILEPOST 7, AND 33 FEET
 BV0633'NORTH OF THE NORTH RAIL, ABOVE THE LEVEL OF THE TRACK. A METAL WITNESS
 BV0633'POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0996 ***********************************************************************
 BV0996  DESIGNATION -  C 109
 BV0996  PID         -  BV0996
 BV0996  STATE/COUNTY-  MS/LAWRENCE
 BV0996  USGS QUAD   -  PRENTISS WEST (1970)
 BV0996
 BV0996                         *CURRENT SURVEY CONTROL
 BV0996  ___________________________________________________________________
 BV0996* NAD 83(1986)-  31 36 13.     (N)    089 59 06.     (W)     SCALED    
 BV0996* NAVD 88     -        84.780  (meters)     278.15   (feet)  ADJUSTED  
 BV0996  ___________________________________________________________________
 BV0996  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV0996  DYNAMIC HT  -          84.679 (meters)     277.82  (feet)  COMP
 BV0996  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 BV0996
 BV0996  VERT ORDER  -  SECOND    CLASS 0
 BV0996
 BV0996.The horizontal coordinates were scaled from a topographic map and have
 BV0996.an estimated accuracy of +/- 6 seconds.
 BV0996
 BV0996.The orthometric height was determined by differential leveling
 BV0996.and adjusted in May 1996.
 BV0996
 BV0996.The geoid height was determined by GEOID03.
 BV0996
 BV0996.The dynamic height is computed by dividing the NAVD 88
 BV0996.geopotential number by the normal gravity value computed on the
 BV0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0996.degrees latitude (g = 980.6199 gals.).
 BV0996
 BV0996.The modeled gravity was interpolated from observed gravity values.
 BV0996
 BV0996;                    North         East    Units  Estimated Accuracy
 BV0996;SPC MS W     -   233,250.      733,050.      MT  (+/- 180 meters Scaled)
 BV0996
 BV0996                          SUPERSEDED SURVEY CONTROL
 BV0996
 BV0996  NGVD 29 (??/??/92)   84.785  (m)          278.17   (f) ADJ UNCH    2 0
 BV0996
 BV0996.Superseded values are not recommended for survey control.
 BV0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0996.See file dsdata.txt to determine how the superseded data were derived.
 BV0996
 BV0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA167003(NAD 83)
 BV0996_MARKER: DB = BENCH MARK DISK
 BV0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0996_STAMPING: C 109 1935 (278.162)
 BV0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0996+STABILITY: SURFACE MOTION
 BV0996
 BV0996  HISTORY     - Date     Condition        Report By
 BV0996  HISTORY     - 1935     MONUMENTED       CGS
 BV0996  HISTORY     - 1956     GOOD             NGS
 BV0996
 BV0996                          STATION DESCRIPTION
 BV0996
 BV0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0996'1 MI E FROM SILVER CREEK.
 BV0996'LOCATED 1 MILE EAST ALONG THE MISSISSIPPI CENTRAL RAILROAD FROM ITS
 BV0996'INTERSECTION WITH THE ILLINOIS CENTRAL RAILROAD, 1 MILE NORTH OF
 BV0996'SILVER CREEK, AT A ROAD CROSSING (EAST ONE OF TWO), ON THE INSIDE AND
 BV0996'MIDDLE OF THE FIRST CURVE EAST OF THE INTERSECTION OF THE TWO
 BV0996'RAILROADS.  IT IS 45 FEET NORTH OF A GRAVELED COUNTY ROAD, 45 FEET
 BV0996'SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 39 FEET SOUTH OF THE
 BV0996'SOUTH RAIL, 81 FEET WEST OF POLE NO. 183, 18 FEET EAST OF THE CENTER
 BV0996'OF A ROAD, AND 34 FEET EAST OF THE HIGHLINE WIRES CROSSING THE TRACKS.
 BV0996'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BV0996'INCHES AND ABOUT LEVEL WITH THE TRACKS.  NOTE-- U.S. HIGHWAY 84 HAS
 BV0996'BEEN REROUTED AND IS NOW ABOUT 0.25 MILE SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0851 ***********************************************************************
 BV0851  DESIGNATION -  C 11
 BV0851  PID         -  BV0851
 BV0851  STATE/COUNTY-  MS/MARION
 BV0851  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV0851
 BV0851                         *CURRENT SURVEY CONTROL
 BV0851  ___________________________________________________________________
 BV0851* NAD 83(1986)-  31 14 32.     (N)    089 52 09.     (W)     SCALED    
 BV0851* NAVD 88     -        46.18   (+/-2cm)     151.5    (feet)  VERTCON   
 BV0851  ___________________________________________________________________
 BV0851  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BV0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0851
 BV0851.The horizontal coordinates were scaled from a topographic map and have
 BV0851.an estimated accuracy of +/- 6 seconds.
 BV0851
 BV0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0851.The vertical order pertains to the NGVD 29 superseded value.
 BV0851
 BV0851.The geoid height was determined by GEOID03.
 BV0851
 BV0851;                    North         East    Units  Estimated Accuracy
 BV0851;SPC MS W     -   193,220.      744,220.      MT  (+/- 180 meters Scaled)
 BV0851
 BV0851                          SUPERSEDED SURVEY CONTROL
 BV0851
 BV0851  NGVD 29 (??/??/92)   46.219  (m)          151.64   (f) ADJ UNCH    2 0
 BV0851
 BV0851.Superseded values are not recommended for survey control.
 BV0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0851.See file dsdata.txt to determine how the superseded data were derived.
 BV0851
 BV0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV267599(NAD 83)
 BV0851_MARKER: DB = BENCH MARK DISK
 BV0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0851_STAMPING: C 11 1934 151.725
 BV0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0851+STABILITY: SURFACE MOTION
 BV0851
 BV0851  HISTORY     - Date     Condition        Report By
 BV0851  HISTORY     - 1934     MONUMENTED       CGS
 BV0851  HISTORY     - 1968     GOOD             MSHD
 BV0851
 BV0851                          STATION DESCRIPTION
 BV0851
 BV0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BV0851'2.4 MI SW FROM COLUMBIA.
 BV0851'THE MARK IS LOCATED 2.4 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 BV0851'COLUMBIA ON THE SOUTH RIGHT-OF-WAY OF THE GM AND O RAILROAD IN THE
 BV0851'NORTHEAST SECTION OF FOXWORTH NEAR THE CENTER OF THE EAST SIDE OF
 BV0851'SECTION 10, T3N, R 13E.  IT IS 21.5 FEET SOUTH OF THE SOUTH RAIL, 75
 BV0851'FEET EAST OF A POWER LINE CROSSING THE TRACK, 402 FEET SE OF THE
 BV0851'CENTER OF THE FORKS OF THE TRACKS, 305 FEET SW OF THE CENTER OF THE
 BV0851'CROSSING, 1.5 FEET NW OF A TELEPHONE LINE POLE, 1 FOOT EAST OF A METAL
 BV0851'WITNESS POST, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 2
 BV0851'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1015 ***********************************************************************
 BV1015  DESIGNATION -  C 110
 BV1015  PID         -  BV1015
 BV1015  STATE/COUNTY-  MS/SIMPSON
 BV1015  USGS QUAD   -  SHIVERS (1971)
 BV1015
 BV1015                         *CURRENT SURVEY CONTROL
 BV1015  ___________________________________________________________________
 BV1015* NAD 83(1986)-  31 47 48.     (N)    089 59 04.     (W)     SCALED    
 BV1015* NAVD 88     -       124.95   (+/-2cm)     409.9    (feet)  VERTCON   
 BV1015  ___________________________________________________________________
 BV1015  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1015
 BV1015.The horizontal coordinates were scaled from a topographic map and have
 BV1015.an estimated accuracy of +/- 6 seconds.
 BV1015
 BV1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1015.The vertical order pertains to the NGVD 29 superseded value.
 BV1015
 BV1015.The geoid height was determined by GEOID03.
 BV1015
 BV1015;                    North         East    Units  Estimated Accuracy
 BV1015;SPC MS W     -   254,660.      733,040.      MT  (+/- 180 meters Scaled)
 BV1015
 BV1015                          SUPERSEDED SURVEY CONTROL
 BV1015
 BV1015  NGVD 29 (??/??/92)  124.95   (m)          409.9    (f) COMPUTED    2 0
 BV1015
 BV1015.Superseded values are not recommended for survey control.
 BV1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1015.See file dsdata.txt to determine how the superseded data were derived.
 BV1015
 BV1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA174217(NAD 83)
 BV1015_MARKER: Z = SEE DESCRIPTION
 BV1015_SETTING: 0 = UNSPECIFIED SETTING
 BV1015_STAMPING: C-110 1935
 BV1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1015
 BV1015  HISTORY     - Date     Condition        Report By
 BV1015  HISTORY     - 1935     MONUMENTED       CGS
 BV1015  HISTORY     - 1958     GOOD             LOCENG
 BV1015
 BV1015                          STATION DESCRIPTION
 BV1015
 BV1015'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 BV1015'IN SHIVERS.
 BV1015'ABOUT 20 FEET NORTH AND 30 FEET WEST FROM NEW RAIL ROAD CROSSING IN
 BV1015'SHIVERS.  ABOUT 2 FEET SOUTH OF TELEGRAPH POLE.  BETWEEN MAIN LINE
 BV1015'TRACK AND SIDING.  NOTE-- SHIVERS THE RAILROAD STATION IN NO LONGER
 BV1015'STANDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0915 ***********************************************************************
 BV0915  DESIGNATION -  C 111 RESET 1952
 BV0915  PID         -  BV0915
 BV0915  STATE/COUNTY-  MS/MARION
 BV0915  USGS QUAD   -  BAXTERVILLE SW (1982)
 BV0915
 BV0915                         *CURRENT SURVEY CONTROL
 BV0915  ___________________________________________________________________
 BV0915* NAD 83(1986)-  31 07 01.     (N)    089 39 22.     (W)     SCALED    
 BV0915* NAVD 88     -       117.09   (+/-2cm)     384.2    (feet)  VERTCON   
 BV0915  ___________________________________________________________________
 BV0915  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BV0915  VERT ORDER  -  THIRD (See Below)
 BV0915
 BV0915.The horizontal coordinates were scaled from a topographic map and have
 BV0915.an estimated accuracy of +/- 6 seconds.
 BV0915
 BV0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0915.The vertical order pertains to the NGVD 29 superseded value.
 BV0915
 BV0915.The geoid height was determined by GEOID03.
 BV0915
 BV0915;                    North         East    Units  Estimated Accuracy
 BV0915;SPC MS W     -   179,440.      764,600.      MT  (+/- 180 meters Scaled)
 BV0915
 BV0915                          SUPERSEDED SURVEY CONTROL
 BV0915
 BV0915  NGVD 29 (08/12/04)  117.13   (m)          384.3    (f) RESET       3  
 BV0915
 BV0915.Superseded values are not recommended for survey control.
 BV0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0915.See file dsdata.txt to determine how the superseded data were derived.
 BV0915
 BV0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV466455(NAD 83)
 BV0915_MARKER: DB = BENCH MARK DISK
 BV0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0915_STAMPING: C 111 RESET 1952
 BV0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0915+STABILITY: SURFACE MOTION
 BV0915
 BV0915  HISTORY     - Date     Condition        Report By
 BV0915  HISTORY     - 1952     MONUMENTED       CGS
 BV0915  HISTORY     - 1969     GOOD             MSHD
 BV0915
 BV0915                          STATION DESCRIPTION
 BV0915
 BV0915'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0915'14 MI SE FROM COLUMBIA.
 BV0915'THE MARK IS LOCATED 14 MILES SE OF THE CENTER OF COLUMBIA ON THE N
 BV0915'RIGHT-OF-WAY ON MISS. HIGHWAY 13, 4.1 MILES NW OF THE VILLAGE OF
 BV0915'BAXTERVILLE, 0.1 MILE WEST OF THE MARION-LAMAR COUNTY LINE IN THE SE
 BV0915'1/4 OF SECTION 24, T 2N, R 17W.  IT IS 50 FEET NE OF THE CENTER OF
 BV0915'MISS. HIGHWAY 13, 19.5 FEET W-NW OF A RIGHT-OF-WAY MARKER, 39.5 FEET
 BV0915'SW OF TELEPHONE LINE POLE NO. 2818, 10 FEET EAST OF THE EXTENDED EAST
 BV0915'WALL OF A FRAME HOUSE, 1 FOOT SW OF A METAL WITNESS POST, SET IN THE
 BV0915'TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 BV0915'PROJECTING 6 INCHES AND IS NEAR THE CENTER OF AN ABANDONED RAILROAD
 BV0915'BED.  TO REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST
 BV0915'ON BROAD STEET FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL AVENUE
 BV0915'(MISS. HIGHWAY 35 AND 13).  TURN RIGHT (SOUTH) AND CONTINUE ON H.
 BV0915'SCHOOL AVENUE FOR 0.55 MILE TO THE JUNCTION OF MISSISSIPPI HIGHWAY 13.
 BV0915'TURN LEFT (SE) AND CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 0.65 MILE
 BV0915'TO THE INTERSECTION OF U.S. HIGHWAY 98.  CONTINUE SOUTHEAST ON
 BV0915'MISSISSIPPI HIGHWAY 13 FOR 11.3 MILES TO A HIGH POWER LINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1376 ***********************************************************************
 BH1376  DESIGNATION -  C 112
 BH1376  PID         -  BH1376
 BH1376  STATE/COUNTY-  MS/PEARL RIVER
 BH1376  USGS QUAD   -  POPLARVILLE (1986)
 BH1376
 BH1376                         *CURRENT SURVEY CONTROL
 BH1376  ___________________________________________________________________
 BH1376* NAD 83(1986)-  30 49 11.     (N)    089 33 08.     (W)     SCALED    
 BH1376* NAVD 88     -        73.28   (+/-2cm)     240.4    (feet)  VERTCON   
 BH1376  ___________________________________________________________________
 BH1376  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BH1376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1376
 BH1376.The horizontal coordinates were scaled from a topographic map and have
 BH1376.an estimated accuracy of +/- 6 seconds.
 BH1376
 BH1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1376.The vertical order pertains to the NGVD 29 superseded value.
 BH1376
 BH1376.The geoid height was determined by GEOID03.
 BH1376
 BH1376;                    North         East    Units  Estimated Accuracy
 BH1376;SPC MS E     -   146,510.      231,220.      MT  (+/- 180 meters Scaled)
 BH1376
 BH1376                          SUPERSEDED SURVEY CONTROL
 BH1376
 BH1376  NGVD 29 (??/??/??)   73.325  (m)          240.57   (f) ADJUSTED    2 0
 BH1376
 BH1376.Superseded values are not recommended for survey control.
 BH1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1376.See file dsdata.txt to determine how the superseded data were derived.
 BH1376
 BH1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV558124(NAD 83)
 BH1376_MARKER: DB = BENCH MARK DISK
 BH1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1376_SP_SET: CULVERT
 BH1376_STAMPING: C 112 1935
 BH1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1376+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH1376
 BH1376  HISTORY     - Date     Condition        Report By
 BH1376  HISTORY     - 1935     MONUMENTED       CGS
 BH1376  HISTORY     - 1972     GOOD             MSHD
 BH1376  HISTORY     - 20080408 GOOD             MSHD
 BH1376  HISTORY     - 20080418 GOOD             MSDOT
 BH1376
 BH1376                          STATION DESCRIPTION
 BH1376
 BH1376'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1376'2 MI SW FROM POPLARVILLE.
 BH1376'THE MARK IS LOCATED 2 MILES SOUTHWEST OF POPLARVILLE IN THE NORTHWEST
 BH1376'ANGLE OF THE CROSSING OF THE NEW ORLEANS AND NORTHEASTERN RAILROAD
 BH1376'TRACK WITH A BLACK TOP ROAD IN THE SOUTH END OF THE WEST HEADWALL OF A
 BH1376'CONCRETE CULVERT IN THE NORTHWEST 1/4 OF SECTION 1 T 3S, R 15W.  IT IS
 BH1376'8.5 FEET WEST OF THE WEST RAIL, 19 FEET NORTH OF THE CENTER OF A BLACK
 BH1376'TOP ROAD, 25.5 FEET WEST OF A SIGNAL LIGHT, 35 FEET NORTH OF ANOTHER
 BH1376'SIGNAL LIGHT, 49 FEET NORTH OF A SWITCH STAND, 160 FEET NORTH OF
 BH1376'MILEPOST 127, 2 FEET NORTH OF THE SOUTH END OF THE HEADWALL, 1 FOOT
 BH1376'EAST OF A METAL WITNESS POST SET IN A DRILL HOLE NEAR THE SOUTH END OF
 BH1376'THE HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT AND IS ABOUT 1/2 FEET
 BH1376'BELOW THE LEVEL OF THE TRACK.  TO REACH FROM THE INTERSECTION OF STATE
 BH1376'HIGHWAY 26 AND U.S. HIGHWAY 11 AT THE SOUTHEAST CORNER OF THE PEARL
 BH1376'RIVER JUNIOR COLLEGE CAMPUS GO SOUTH ON U.S. HIGHWAY 11 FOR 2.3 MILES
 BH1376'TO A CROSSROAD.  TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 0.6
 BH1376'MILES TO A RAILROAD CROSSING AND THE MARK ON THE LEFT.
 BH1376
 BH1376                          STATION RECOVERY (2008)
 BH1376
 BH1376'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BH1376'RECOVERED IN GOOD CONDITION.
 BH1376
 BH1376                          STATION RECOVERY (2008)
 BH1376
 BH1376'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH1376'THE STATE HIGHWAY 26 MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW
 BH1376'NAMED W. NORTH STREET.  HIGHWAY 26 HAS BEEN MOVED ABOUT .7 MILES SOUTH
 BH1376'OF ITS PREVIOUS LOCATION. A NEW TO REACH IS AS FOLLOWS.  FROM THE
 BH1376'INTERSECTION OF U.S. HWY. 11 AND S.R. 26, TRAVEL SOUTH ALONG U.S. HWY.
 BH1376'11 FOR 1.6 MILES TO GARRETT-MCGILL ROAD.
 BH1376'TURN LEFT AND TRAVEL .6 MILES ALONG GARRETT-MCGILL ROAD FOR .6 MILES
 BH1376'TO THE RAILROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0652 ***********************************************************************
 BV0652  DESIGNATION -  C 12
 BV0652  PID         -  BV0652
 BV0652  STATE/COUNTY-  MS/LAMAR
 BV0652  USGS QUAD   -  HATTIESBURG (1982)
 BV0652
 BV0652                         *CURRENT SURVEY CONTROL
 BV0652  ___________________________________________________________________
 BV0652* NAD 83(1986)-  31 19 16.     (N)    089 21 22.     (W)     SCALED    
 BV0652* NAVD 88     -        77.71   (+/-2cm)     255.0    (feet)  VERTCON   
 BV0652  ___________________________________________________________________
 BV0652  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0652
 BV0652.The horizontal coordinates were scaled from a topographic map and have
 BV0652.an estimated accuracy of +/- 6 seconds.
 BV0652
 BV0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0652.The vertical order pertains to the NGVD 29 superseded value.
 BV0652
 BV0652.The geoid height was determined by GEOID03.
 BV0652
 BV0652;                    North         East    Units  Estimated Accuracy
 BV0652;SPC MS E     -   202,000.      250,240.      MT  (+/- 180 meters Scaled)
 BV0652
 BV0652                          SUPERSEDED SURVEY CONTROL
 BV0652
 BV0652  NGVD 29 (??/??/92)   77.727  (m)          255.01   (f) ADJ UNCH    1 2
 BV0652
 BV0652.Superseded values are not recommended for survey control.
 BV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0652.See file dsdata.txt to determine how the superseded data were derived.
 BV0652
 BV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV757675(NAD 83)
 BV0652_MARKER: DB = BENCH MARK DISK
 BV0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0652_STAMPING: C 12 1934 225.009
 BV0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0652+STABILITY: SURFACE MOTION
 BV0652
 BV0652  HISTORY     - Date     Condition        Report By
 BV0652  HISTORY     - 1934     MONUMENTED       CGS
 BV0652  HISTORY     - 1969     GOOD             MSHD
 BV0652
 BV0652                          STATION DESCRIPTION
 BV0652
 BV0652'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0652'4.0 MI W FROM HATTIESBURG.
 BV0652'THE MARK IS LOCATED 4.0 MILES WEST OF HATTIESBURG IN THE NORTHWEST
 BV0652'ANGLE OF A T INTERSECTION NEAR A HIGH POWER LINE CROSSING IN THE
 BV0652'SOUTHWEST 1/4 OF SECTION 12, T 4N, R 14W.  IT IS 37.5 FEET NORTHWEST
 BV0652'OF THE CENTER OF A T INTERSECTION, 35 FEET NORTHWEST OF THE CENTER OF
 BV0652'A BLACKTOP ROAD, 60 FEET NORTH NORTHWEST OF A POWER LINE RIGHT-OF-WAY
 BV0652'MARKER, 58 FEET SOUTHWEST OF ANOTHER POWER LINE RIGHT-OF-WAY MARKER,
 BV0652'27.5 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 10.5 FEET
 BV0652'WEST OF THE CENTER OF A HIGH POWER LINE, 52.5 FEET WEST SOUTHWEST OF A
 BV0652'POWER LINE POLE WITH A LAMP ON IT, 126.5 FEET SOUTHWEST OF THE
 BV0652'SOUTHWEST CORNER OF A WHITE HOUSE, 1 FOOT WEST OF A METAL WITNESS
 BV0652'POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH
 BV0652'THE ROAD AND PROJECTS 3 INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO
 BV0652'THE UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG, GO WEST ON
 BV0652'HARDY STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO I-59. CONTINUE WEST ON
 BV0652'U.S. HIGHWAY 98 FOR 0.2 MILE TO A SIDE ROAD LEFT JUST BEYOND THE END
 BV0652'OF THE FOUR LAND.  TURN LEFT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD
 BV0652'FOR 0.25 MILE TO A T INTERSECTION AND THE MARK ON THE RIGHT AS
 BV0652'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1629 ***********************************************************************
 BH1629  DESIGNATION -  C 121
 BH1629  PID         -  BH1629
 BH1629  STATE/COUNTY-  MS/HARRISON
 BH1629  USGS QUAD   -  BILOXI (1992)
 BH1629
 BH1629                         *CURRENT SURVEY CONTROL
 BH1629  ___________________________________________________________________
 BH1629* NAD 83(1986)-  30 23 52.     (N)    088 56 33.     (W)     SCALED    
 BH1629* NAVD 88     -         8.49   (+/-2cm)      27.9    (feet)  VERTCON   
 BH1629  ___________________________________________________________________
 BH1629  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH1629  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1629
 BH1629.The horizontal coordinates were scaled from a topographic map and have
 BH1629.an estimated accuracy of +/- 6 seconds.
 BH1629
 BH1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1629.The vertical order pertains to the NGVD 29 superseded value.
 BH1629
 BH1629.The geoid height was determined by GEOID03.
 BH1629
 BH1629;                    North         East    Units  Estimated Accuracy
 BH1629;SPC MS E     -    99,520.      289,510.      MT  (+/- 180 meters Scaled)
 BH1629
 BH1629                          SUPERSEDED SURVEY CONTROL
 BH1629
 BH1629  NGVD 29 (??/??/??)    8.449  (m)           27.72   (f) ADJUSTED    1 2
 BH1629
 BH1629.Superseded values are not recommended for survey control.
 BH1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1629.See file dsdata.txt to determine how the superseded data were derived.
 BH1629
 BH1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU133644(NAD 83)
 BH1629_MARKER: DB = BENCH MARK DISK
 BH1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1629_STAMPING: C 121 1938
 BH1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1629+STABILITY: SURFACE MOTION
 BH1629
 BH1629  HISTORY     - Date     Condition        Report By
 BH1629  HISTORY     - 1938     MONUMENTED       CGS
 BH1629
 BH1629                          STATION DESCRIPTION
 BH1629
 BH1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BH1629'3 MI W FROM BILOXI.
 BH1629'ALONG THE L & N.R.R. ABOUT 3 MILES WEST OF THE STATION. IT IS 7 PACES
 BH1629'WEST OF M.P. 730, 14 PACES NORTH OF THE CENTERLINE OF THE R.R. AND
 BH1629'2 PACES NORTH OF THE NORTH R.O.W. FENCE LINE. IT IS 4 PACES SOUTH
 BH1629'OF A SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1195 ***********************************************************************
 BH1195  DESIGNATION -  C 122
 BH1195  PID         -  BH1195
 BH1195  STATE/COUNTY-  MS/HANCOCK
 BH1195  USGS QUAD   -  LOGTOWN (1993)
 BH1195
 BH1195                         *CURRENT SURVEY CONTROL
 BH1195  ___________________________________________________________________
 BH1195* NAD 83(1986)-  30 17 10.     (N)    089 31 47.     (W)     SCALED    
 BH1195* NAVD 88     -         5.018  (meters)      16.46   (feet)  ADJUSTED  
 BH1195  ___________________________________________________________________
 BH1195  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BH1195  DYNAMIC HT  -           5.012 (meters)      16.44  (feet)  COMP
 BH1195  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BH1195
 BH1195  VERT ORDER  -  FIRST     CLASS I
 BH1195
 BH1195.The horizontal coordinates were scaled from a topographic map and have
 BH1195.an estimated accuracy of +/- 6 seconds.
 BH1195
 BH1195.The orthometric height was determined by differential leveling
 BH1195.and adjusted in February 1994.
 BH1195
 BH1195.The geoid height was determined by GEOID03.
 BH1195
 BH1195.The dynamic height is computed by dividing the NAVD 88
 BH1195.geopotential number by the normal gravity value computed on the
 BH1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1195.degrees latitude (g = 980.6199 gals.).
 BH1195
 BH1195.The modeled gravity was interpolated from observed gravity values.
 BH1195
 BH1195;                    North         East    Units  Estimated Accuracy
 BH1195;SPC MS E     -    87,340.      233,000.      MT  (+/- 180 meters Scaled)
 BH1195
 BH1195                          SUPERSEDED SURVEY CONTROL
 BH1195
 BH1195  NAVD 88 (06/15/91)    5.013  (m)           16.45   (f) UNKNOWN     1 1
 BH1195  NGVD 29 (??/??/??)    4.970  (m)           16.31   (f) ADJUSTED    1 1
 BH1195
 BH1195.Superseded values are not recommended for survey control.
 BH1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1195.See file dsdata.txt to determine how the superseded data were derived.
 BH1195
 BH1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU566532(NAD 83)
 BH1195_MARKER: DB = BENCH MARK DISK
 BH1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1195_SP_SET: CONCRETE POST
 BH1195_STAMPING: C 122 1938
 BH1195_MARK LOGO: CGS   
 BH1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1195+STABILITY: SURFACE MOTION
 BH1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1195+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1993
 BH1195
 BH1195  HISTORY     - Date     Condition        Report By
 BH1195  HISTORY     - 1938     MONUMENTED       CGS
 BH1195  HISTORY     - 1972     GOOD             MSHD
 BH1195  HISTORY     - 1977     GOOD             NGS
 BH1195  HISTORY     - 19930317 GOOD             NGS
 BH1195  HISTORY     - 20050707 MARK NOT FOUND   NGS
 BH1195
 BH1195                          STATION DESCRIPTION
 BH1195
 BH1195'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1195'5.7 MI NE FROM PEARLINGTON.
 BH1195'THE MARK IS LOCATED 5.7 MILES NORTHEAST OF PEARLINGTON NEAR THE
 BH1195'NORTHWEST ROW OF U.S. HIGHWAY 90, 2 MILES NORTHEAST OF A ROADSIDE PARK
 BH1195'AND TRUCK SCALES, 2 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 90
 BH1195'AND STATE HIGHWAY 607 IN THE SOUTHEAST 1/4 OF SECTION 6, T 9S, R 15W.
 BH1195'IT IS 83.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 90, 166 FEET
 BH1195'NORTHEAST OF SIGN NO. A 40 WARNING UNDERGROUND CABLE, 8.5 FEET
 BH1195'NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET
 BH1195'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE
 BH1195'LEVEL OF THE HIGHWAY AND PROJECTS 10 INCHES.  TO REACH FROM THE EAST
 BH1195'END OF THE BRIDGE OVER PEARL RIVER AT PEARLINGTON GO EAST ON U.S.
 BH1195'HIGHWAY 90 FOR 5.45 MILES TO A DIM CROSSROAD.  CONTINUE NORTHEAST ON
 BH1195'U.S. HIGHWAY 90 FOR 0.55 MILES TO THE MARK ON THE LEFT.
 BH1195
 BH1195                          STATION RECOVERY (1977)
 BH1195
 BH1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1195'RECOVERED IN GOOD CONDITION.
 BH1195
 BH1195                          STATION RECOVERY (1993)
 BH1195
 BH1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1195'9.3 KM (5.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1195'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, 160.0 M (524.9 FT)
 BH1195'SOUTHWEST OF THE EXTENDED CENTER OF A TRACK ROAD LEADING SOUTHEAST,
 BH1195'51.1 M (167.7 FT) NORTHEAST OF UNDERGROUND CABLE WARNING SIGN NUMBER
 BH1195'A 40, 25.6 M (84.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 M
 BH1195'(1.0 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 BH1195'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 BH1195'GROUND SURFACE.
 BH1195
 BH1195                          STATION RECOVERY (2005)
 BH1195
 BH1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1195'SITE LOCATED.  IF MARK STILL EXISTS, IT'S BURIED IN A RAISED BRUSH
 BH1195'ROW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1700 ***********************************************************************
 CP1700  DESIGNATION -  C 125
 CP1700  PID         -  CP1700
 CP1700  STATE/COUNTY-  MS/CLAIBORNE
 CP1700  USGS QUAD   -  GRAND GULF (1963)
 CP1700
 CP1700                         *CURRENT SURVEY CONTROL
 CP1700  ___________________________________________________________________
 CP1700* NAD 83(1986)-  32 01 48.     (N)    091 03 58.     (W)     SCALED    
 CP1700* NAVD 88     -        23.52   (+/-2cm)      77.2    (feet)  VERTCON   
 CP1700  ___________________________________________________________________
 CP1700  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP1700  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1700
 CP1700.The horizontal coordinates were scaled from a topographic map and have
 CP1700.an estimated accuracy of +/- 6 seconds.
 CP1700
 CP1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1700.The vertical order pertains to the NGVD 29 superseded value.
 CP1700
 CP1700.The geoid height was determined by GEOID03.
 CP1700
 CP1700;                    North         East    Units  Estimated Accuracy
 CP1700;SPC MS W     -   280,710.      630,780.      MT  (+/- 180 meters Scaled)
 CP1700
 CP1700                          SUPERSEDED SURVEY CONTROL
 CP1700
 CP1700  NGVD 29 (??/??/92)   23.537  (m)           77.22   (f) ADJ UNCH    1 2
 CP1700
 CP1700.Superseded values are not recommended for survey control.
 CP1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1700.See file dsdata.txt to determine how the superseded data were derived.
 CP1700
 CP1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR826453(NAD 83)
 CP1700_MARKER: DB = BENCH MARK DISK
 CP1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1700_STAMPING: C 125 1938
 CP1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1700+STABILITY: SURFACE MOTION
 CP1700
 CP1700  HISTORY     - Date     Condition        Report By
 CP1700  HISTORY     - 1938     MONUMENTED       CGS
 CP1700
 CP1700                          STATION DESCRIPTION
 CP1700
 CP1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CP1700'1 MI SE FROM GRAND GULF.
 CP1700'1 MILE SOUTHWEST OF GRAND GULF, CLAIBORNE COUNTY, 1 MILE SOUTH ALONG A
 CP1700'ROAD FROM BUFFALO LANDING, ON GRAND GULF ISLAND, IN THE LARGEST
 CP1700'CULTIVATED FIELD, 3/8 MILE FROM THE TOP OF THE BANK OF MISSISSIPPI
 CP1700'RIVER, 200 FEET EAST OF A TIMBER LINE, 26 FEET ABOVE THE ROAD FROM
 CP1700'BUFFALO LANDING, BETWEEN TWO PROMINENT HACKBERRY TREES ONE-THIRD THE
 CP1700'WAY DOWN FROM THE UPPER END OF THE FIELD, 11.6 FEET SOUTH OF A BLAZED
 CP1700'12-INCH HACKBERRY TREE, AND 10.8 FEET NORTHEAST OF A BLAZED 7-INCH
 CP1700'TWIN HACKBERRY TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CP1700'POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0034 ***********************************************************************
 DK0034  DESIGNATION -  C 126
 DK0034  PID         -  DK0034
 DK0034  STATE/COUNTY-  MS/LEFLORE
 DK0034  USGS QUAD   -  GREENWOOD (1982)
 DK0034
 DK0034                         *CURRENT SURVEY CONTROL
 DK0034  ___________________________________________________________________
 DK0034* NAD 83(1986)-  33 31 08.     (N)    090 14 07.     (W)     SCALED    
 DK0034* NAVD 88     -        40.493  (meters)     132.85   (feet)  ADJUSTED  
 DK0034  ___________________________________________________________________
 DK0034  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0034  DYNAMIC HT  -          40.451 (meters)     132.71  (feet)  COMP
 DK0034  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 DK0034
 DK0034  VERT ORDER  -  FIRST     CLASS II
 DK0034
 DK0034.The horizontal coordinates were scaled from a topographic map and have
 DK0034.an estimated accuracy of +/- 6 seconds.
 DK0034
 DK0034.The orthometric height was determined by differential leveling
 DK0034.and adjusted in June 1991.
 DK0034
 DK0034.The geoid height was determined by GEOID03.
 DK0034
 DK0034.The dynamic height is computed by dividing the NAVD 88
 DK0034.geopotential number by the normal gravity value computed on the
 DK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0034.degrees latitude (g = 980.6199 gals.).
 DK0034
 DK0034.The modeled gravity was interpolated from observed gravity values.
 DK0034
 DK0034;                    North         East    Units  Estimated Accuracy
 DK0034;SPC MS W     -   445,590.      709,110.      MT  (+/- 180 meters Scaled)
 DK0034
 DK0034                          SUPERSEDED SURVEY CONTROL
 DK0034
 DK0034  NGVD 29 (??/??/??)   40.567  (m)          133.09   (f) ADJUSTED    1 2
 DK0034
 DK0034.Superseded values are not recommended for survey control.
 DK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0034.See file dsdata.txt to determine how the superseded data were derived.
 DK0034
 DK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT567122(NAD 83)
 DK0034_MARKER: DB = BENCH MARK DISK
 DK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0034_STAMPING: C 126 1939
 DK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0034+STABILITY: SURFACE MOTION
 DK0034
 DK0034  HISTORY     - Date     Condition        Report By
 DK0034  HISTORY     - 1939     MONUMENTED       CGS
 DK0034  HISTORY     - 1967     GOOD             MSHD
 DK0034  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0034  HISTORY     - 20080304 MARK NOT FOUND   MSDOT
 DK0034
 DK0034                          STATION DESCRIPTION
 DK0034
 DK0034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0034'2.25 MI W FROM GREENWOOD.
 DK0034'THE MARK IS LOCATED 3.4 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 DK0034'OF GREENWOOD IN HEDGE, IN FRONT OF AN ABANDONED HOUSE AND IS IN THE
 DK0034'SOUTHWEST 1/4 OF SECTION 7, T 19N, R 1E.  IT IS 18 FEET SOUTHEAST OF
 DK0034'THE CENTER OF THE GRAVELED ROAD, 5.5 FEET NORTHEAST OF THE CENTER OF A
 DK0034'WALK, 27 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE,
 DK0034'10 FEET SOUTHWEST OF THE EXTENDED NORTH WALL OF THE HOUSE, 84.5 FEET
 DK0034'SOUTH OF A POWER LINE POLE WITH A TRANSFORMER, 34 FEET WEST SOUTHWEST
 DK0034'OF A POWER LINE SERVICE POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 DK0034'POST, ABOUT 0.5 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD AND PROJECTS
 DK0034'5 INCHES.  TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE
 DK0034'HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE
 DK0034'INTERSECTION OF U.S. HIGHWAY 82.  CONTINUE WEST ON STRONG AVENUE FOR
 DK0034'0.05 MILE TO THE INTERSECTION OF TWELTH STREET. TURN RIGHT (NORTH) AND
 DK0034'CONTINUE ON TWELTH STREET FOR 0.05 MILE TO THE INTERSECTION OF FRONT
 DK0034'STREET.  TURN LEFT (NORTHWEST) AND CONTINUE ON FRONT STREET FOR 1.3
 DK0034'MILES TO THE END OF THE BLACKTOP.  CONTINUE SOUTHWEST ON AN ALL
 DK0034'WEATHER ROAD FOR 0.6 MILE TO AN ABANDONED FRAME HOUSE AND THE MARK ON
 DK0034'THE LEFT AS DESCRIBED.
 DK0034
 DK0034                          STATION RECOVERY (1977)
 DK0034
 DK0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0034'MARK NOT FOUND.
 DK0034
 DK0034                          STATION RECOVERY (2008)
 DK0034
 DK0034'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0034'THE ENTIRE AREA IS UNDER CULTIVATION WITH NO HOMES AS MENTIONED IN THE
 DK0034'DESCRIPTION. MARK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0456 ***********************************************************************
 EG0456  DESIGNATION -  C 128
 EG0456  PID         -  EG0456
 EG0456  STATE/COUNTY-  MS/MONROE
 EG0456  USGS QUAD   -  SHANNON (1979)
 EG0456
 EG0456                         *CURRENT SURVEY CONTROL
 EG0456  ___________________________________________________________________
 EG0456* NAD 83(1986)-  34 05 11.     (N)    088 42 58.     (W)     SCALED    
 EG0456* NAVD 88     -        79.370  (meters)     260.40   (feet)  POSTED    
 EG0456  ___________________________________________________________________
 EG0456  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0456  DYNAMIC HT  -          79.290 (meters)     260.14  (feet)  COMP
 EG0456  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 EG0456
 EG0456  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EG0456
 EG0456.The horizontal coordinates were scaled from a topographic map and have
 EG0456.an estimated accuracy of +/- 6 seconds.
 EG0456
 EG0456.The orthometric height was determined by differential leveling
 EG0456.and adjusted by the  in 1992.
 EG0456.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EG0456.rate of 4.1 thru 8.0 mm/km.
 EG0456
 EG0456.The geoid height was determined by GEOID03.
 EG0456
 EG0456.The dynamic height is computed by dividing the NAVD 88
 EG0456.geopotential number by the normal gravity value computed on the
 EG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0456.degrees latitude (g = 980.6199 gals.).
 EG0456
 EG0456.The modeled gravity was interpolated from observed gravity values.
 EG0456
 EG0456;                    North         East    Units  Estimated Accuracy
 EG0456;SPC MS E     -   508,540.      310,820.      MT  (+/- 180 meters Scaled)
 EG0456
 EG0456                          SUPERSEDED SURVEY CONTROL
 EG0456
 EG0456  NGVD 29 (??/??/92)   79.312  (m)          260.21   (f) ADJ UNCH    1 2
 EG0456
 EG0456.Superseded values are not recommended for survey control.
 EG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0456.See file dsdata.txt to determine how the superseded data were derived.
 EG0456
 EG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC416730(NAD 83)
 EG0456_MARKER: DB = BENCH MARK DISK
 EG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0456_STAMPING: C 128 1939
 EG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0456+STABILITY: SURFACE MOTION
 EG0456
 EG0456  HISTORY     - Date     Condition        Report By
 EG0456  HISTORY     - 1939     MONUMENTED       CGS
 EG0456  HISTORY     - 1944     GOOD             NGS
 EG0456  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0456
 EG0456                          STATION DESCRIPTION
 EG0456
 EG0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EG0456'2.2 MI S FROM SHANNON.
 EG0456'IN CHICKASAW COUNTY, 2.2 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO
 EG0456'RAILROAD FROM THE STATION AT SHANNON, LEE COUNTY, 0.1 MILE NORTH OF
 EG0456'MILEPOST 267, 21.8 FEET EAST OF THE CENTERLINE OF THE TRACK, 40 FEET
 EG0456'WEST OF THE CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 2.5
 EG0456'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 EG0456'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 EG0456'ABOVE GROUND.
 EG0456
 EG0456                          STATION RECOVERY (1983)
 EG0456
 EG0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0456'NOT RECOVERED, INACCESSIBLE, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0780 ***********************************************************************
 BW0780  DESIGNATION -  C 129
 BW0780  PID         -  BW0780
 BW0780  STATE/COUNTY-  MS/ADAMS
 BW0780  USGS QUAD   -  NATCHEZ (1976)
 BW0780
 BW0780                         *CURRENT SURVEY CONTROL
 BW0780  ___________________________________________________________________
 BW0780* NAD 83(1986)-  31 31 58.     (N)    091 27 20.     (W)     SCALED    
 BW0780* NAVD 88     -        20.78   (+/-2cm)      68.2    (feet)  VERTCON   
 BW0780  ___________________________________________________________________
 BW0780  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BW0780  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0780
 BW0780.The horizontal coordinates were scaled from a topographic map and have
 BW0780.an estimated accuracy of +/- 6 seconds.
 BW0780
 BW0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0780.The vertical order pertains to the NGVD 29 superseded value.
 BW0780
 BW0780.The geoid height was determined by GEOID03.
 BW0780
 BW0780;                    North         East    Units  Estimated Accuracy
 BW0780;SPC MS W     -   225,890.      593,430.      MT  (+/- 180 meters Scaled)
 BW0780
 BW0780                          SUPERSEDED SURVEY CONTROL
 BW0780
 BW0780  NGVD 29 (??/??/92)   20.778  (m)           68.17   (f) ADJ UNCH    1 2
 BW0780
 BW0780.Superseded values are not recommended for survey control.
 BW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0780.See file dsdata.txt to determine how the superseded data were derived.
 BW0780
 BW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ466896(NAD 83)
 BW0780_MARKER: DB = BENCH MARK DISK
 BW0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0780_STAMPING: C 129 1938
 BW0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0780+STABILITY: SURFACE MOTION
 BW0780
 BW0780  HISTORY     - Date     Condition        Report By
 BW0780  HISTORY     - 1938     MONUMENTED       CGS
 BW0780  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0780  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW0780
 BW0780                          STATION DESCRIPTION
 BW0780
 BW0780'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0780'3.75 MI SW FROM NATCHEZ.
 BW0780'3-3/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW0780'MISSISSIPPI RIVER, 1-1/4 MILES DOWNSTREAM FROM ST. CATHERINE CREEK,
 BW0780'310 FEET FROM THE TOP BANK OF THE RIVER, 4-1/2 POLES DOWNSTREAM FROM A
 BW0780'FENCE AROUND 5 LARGE PIPE-LINE VALVES, 33 FEET RIVERSIDE FROM THE
 BW0780'CENTERLINE OF A ROAD, AND 24 FEET LANDWARD FROM A PIPE LINE.  A
 BW0780'STANDARD DISK AND SET IN THE TOP OF A CONCRETE POST.
 BW0780
 BW0780                          STATION RECOVERY (1979)
 BW0780
 BW0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0216 ***********************************************************************
 BV0216  DESIGNATION -  C 13
 BV0216  PID         -  BV0216
 BV0216  STATE/COUNTY-  MS/PERRY
 BV0216  USGS QUAD   -  BEAUMONT (1982)
 BV0216
 BV0216                         *CURRENT SURVEY CONTROL
 BV0216  ___________________________________________________________________
 BV0216* NAD 83(1986)-  31 09 58.     (N)    088 55 14.     (W)     SCALED    
 BV0216* NAVD 88     -        29.043  (meters)      95.29   (feet)  ADJUSTED  
 BV0216  ___________________________________________________________________
 BV0216  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BV0216  DYNAMIC HT  -          29.007 (meters)      95.17  (feet)  COMP
 BV0216  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 BV0216
 BV0216  VERT ORDER  -  FIRST     CLASS II
 BV0216
 BV0216.The horizontal coordinates were scaled from a topographic map and have
 BV0216.an estimated accuracy of +/- 6 seconds.
 BV0216
 BV0216.The orthometric height was determined by differential leveling
 BV0216.and adjusted in May 1996.
 BV0216
 BV0216.The geoid height was determined by GEOID03.
 BV0216
 BV0216.The dynamic height is computed by dividing the NAVD 88
 BV0216.geopotential number by the normal gravity value computed on the
 BV0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0216.degrees latitude (g = 980.6199 gals.).
 BV0216
 BV0216.The modeled gravity was interpolated from observed gravity values.
 BV0216
 BV0216;                    North         East    Units  Estimated Accuracy
 BV0216;SPC MS E     -   184,700.      291,690.      MT  (+/- 180 meters Scaled)
 BV0216
 BV0216                          SUPERSEDED SURVEY CONTROL
 BV0216
 BV0216  NGVD 29 (??/??/92)   29.076  (m)           95.39   (f) ADJ UNCH    1 2
 BV0216
 BV0216.Superseded values are not recommended for survey control.
 BV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0216.See file dsdata.txt to determine how the superseded data were derived.
 BV0216
 BV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV169495(NAD 83)
 BV0216_MARKER: DB = BENCH MARK DISK
 BV0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0216_SP_SET: BUILDING
 BV0216_STAMPING: C 13 1934
 BV0216_MARK LOGO: CGS   
 BV0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0216+STABILITY: SURFACE MOTION
 BV0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0216+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1987
 BV0216
 BV0216  HISTORY     - Date     Condition        Report By
 BV0216  HISTORY     - 1934     MONUMENTED       CGS
 BV0216  HISTORY     - 1964     GOOD             NGS
 BV0216  HISTORY     - 1976     GOOD             MSHD
 BV0216  HISTORY     - 19870113 GOOD             MSHD
 BV0216
 BV0216                          STATION DESCRIPTION
 BV0216
 BV0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BV0216'IN BEAUMONT.
 BV0216'AT SEPARATE GRADE SCHOOL.  SET VERTICALLY 4 FEET HIGH IN NORTH SIDE OF
 BV0216'BRICK WALL 20 INCHES FROM WEST END.
 BV0216
 BV0216                          STATION RECOVERY (1964)
 BV0216
 BV0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0216'RECOVERED IN GOOD CONDITION.
 BV0216
 BV0216                          STATION RECOVERY (1976)
 BV0216
 BV0216'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV0216'THE MARK IS LOCATED 0.2 MILE SOUTH OF U.S. HIGHWAY 98 AT BEAUMONT IN
 BV0216'AN OLD BRICK BUILDING AT THE BEAUMONT ELEMENTARY SCHOOL AT THE
 BV0216'JUNCTION OF BOLTON AND FIFTH STREET IN THE NORTHWEST 1/4 OF SECTION
 BV0216'5, T 2 N, R 9 W. IT IS 21 FEET SOUTH-EAST OF ANARTESIAN WELL, 20
 BV0216'INCHES EAST OF THE NORTHWEST CORNER OF THE SCHOOL SET VERTICALLY IN
 BV0216'THE NORTH FACE OF THE BRICK WALL OF THE OLD SCHOOL AND IS ABOUT 4
 BV0216'FEET ABOVE THE GROUND.
 BV0216
 BV0216                          STATION RECOVERY (1987)
 BV0216
 BV0216'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0216'RECOVERED IN GOOD CONDITION,  EXCEPT THE BUILDING IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1346 ***********************************************************************
 BW1346  DESIGNATION -  C 130
 BW1346  PID         -  BW1346
 BW1346  STATE/COUNTY-  MS/ADAMS
 BW1346  USGS QUAD   -  FAIRVIEW (1983)
 BW1346
 BW1346                         *CURRENT SURVEY CONTROL
 BW1346  ___________________________________________________________________
 BW1346* NAD 83(1986)-  31 15 40.     (N)    091 32 41.     (W)     SCALED    
 BW1346* NAVD 88     -        18.88   (+/-2cm)      61.9    (feet)  VERTCON   
 BW1346  ___________________________________________________________________
 BW1346  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BW1346  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1346
 BW1346.The horizontal coordinates were scaled from a topographic map and have
 BW1346.an estimated accuracy of +/- 6 seconds.
 BW1346
 BW1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1346.The vertical order pertains to the NGVD 29 superseded value.
 BW1346
 BW1346.The geoid height was determined by GEOID03.
 BW1346
 BW1346;                    North         East    Units  Estimated Accuracy
 BW1346;SPC MS W     -   195,860.      584,630.      MT  (+/- 180 meters Scaled)
 BW1346
 BW1346                          SUPERSEDED SURVEY CONTROL
 BW1346
 BW1346  NGVD 29 (??/??/92)   18.863  (m)           61.89   (f) ADJ UNCH    1 2
 BW1346
 BW1346.Superseded values are not recommended for survey control.
 BW1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1346.See file dsdata.txt to determine how the superseded data were derived.
 BW1346
 BW1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ385594(NAD 83)
 BW1346_MARKER: DB = BENCH MARK DISK
 BW1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1346_STAMPING: C 130 1938
 BW1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1346+STABILITY: SURFACE MOTION
 BW1346
 BW1346  HISTORY     - Date     Condition        Report By
 BW1346  HISTORY     - 1938     MONUMENTED       CGS
 BW1346  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW1346  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1346
 BW1346                          STATION DESCRIPTION
 BW1346
 BW1346'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BW1346'12.0 MI N FROM FORT ADAMS.
 BW1346'IN ADAMS COUNTY, 12 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY, ON
 BW1346'THE EAST BANK OF MISSISSIPPI RIVER, DIRECTLY BEHIND CERRO GORDO
 BW1346'LANDING, 1000 FEET UPSTREAM FROM A HOUSE, 350 FEET SOUTH OF THE TOP
 BW1346'BANK OF THE RIVER, 15 FEET FROM THE EDGE OF A GROUP OF COTTONWOOD
 BW1346'TREES, 15 FEET UPSTREAM FROM AN OPEN PASTURE, 4 FEET FROM A BLAZED
 BW1346'SYCAMORE TREE, AND DOWNSTREAM FROM A BLAZED 10-INCH COTTONWOOD TREE. A
 BW1346'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES
 BW1346'ABOVE GROUND.
 BW1346
 BW1346                          STATION RECOVERY (1979)
 BW1346
 BW1346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0376 ***********************************************************************
 DK0376  DESIGNATION -  C 132
 DK0376  PID         -  DK0376
 DK0376  STATE/COUNTY-  MS/SUNFLOWER
 DK0376  USGS QUAD   -  INDIANOLA (1965)
 DK0376
 DK0376                         *CURRENT SURVEY CONTROL
 DK0376  ___________________________________________________________________
 DK0376* NAD 83(1986)-  33 26 26.     (N)    090 42 31.     (W)     SCALED    
 DK0376* NAVD 88     -        38.358  (meters)     125.85   (feet)  ADJUSTED  
 DK0376  ___________________________________________________________________
 DK0376  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0376  DYNAMIC HT  -          38.317 (meters)     125.71  (feet)  COMP
 DK0376  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DK0376
 DK0376  VERT ORDER  -  FIRST     CLASS II
 DK0376
 DK0376.The horizontal coordinates were scaled from a topographic map and have
 DK0376.an estimated accuracy of +/- 6 seconds.
 DK0376
 DK0376.The orthometric height was determined by differential leveling
 DK0376.and adjusted in June 1991.
 DK0376
 DK0376.The geoid height was determined by GEOID03.
 DK0376
 DK0376.The dynamic height is computed by dividing the NAVD 88
 DK0376.geopotential number by the normal gravity value computed on the
 DK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0376.degrees latitude (g = 980.6199 gals.).
 DK0376
 DK0376.The modeled gravity was interpolated from observed gravity values.
 DK0376
 DK0376;                    North         East    Units  Estimated Accuracy
 DK0376;SPC MS W     -   436,960.      665,110.      MT  (+/- 180 meters Scaled)
 DK0376
 DK0376                          SUPERSEDED SURVEY CONTROL
 DK0376
 DK0376  NGVD 29 (??/??/??)   38.437  (m)          126.11   (f) ADJUSTED    1 2
 DK0376
 DK0376.Superseded values are not recommended for survey control.
 DK0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0376.See file dsdata.txt to determine how the superseded data were derived.
 DK0376
 DK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT130024(NAD 83)
 DK0376_MARKER: DB = BENCH MARK DISK
 DK0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0376+STABILITY: SURFACE MOTION
 DK0376
 DK0376  HISTORY     - Date     Condition        Report By
 DK0376  HISTORY     - 1939     MONUMENTED       CGS
 DK0376  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0376
 DK0376                          STATION DESCRIPTION
 DK0376
 DK0376'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0376'0.5 MI E FROM HEATHMAN.
 DK0376'THE MARK IS LOCATED 0.5 MILE EAST ALONG THE COLUMBUS AND GREENVILLE
 DK0376'RAILWAY FROM THE STATION AT HEATHMAN, SUNFLOWER COUNTY, 15 FEET EAST
 DK0376'OF MILEPOST 146, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 DK0376'GRAVEL ROAD, 12 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND
 DK0376'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0276 ***********************************************************************
 EH0276  DESIGNATION -  C 133
 EH0276  PID         -  EH0276
 EH0276  STATE/COUNTY-  MS/QUITMAN
 EH0276  USGS QUAD   -  VANCE (1967)
 EH0276
 EH0276                         *CURRENT SURVEY CONTROL
 EH0276  ___________________________________________________________________
 EH0276* NAD 83(1986)-  34 06 57.     (N)    090 19 45.     (W)     SCALED    
 EH0276* NAVD 88     -        46.413  (meters)     152.27   (feet)  ADJUSTED  
 EH0276  ___________________________________________________________________
 EH0276  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 EH0276  DYNAMIC HT  -          46.367 (meters)     152.12  (feet)  COMP
 EH0276  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EH0276
 EH0276  VERT ORDER  -  FIRST     CLASS II
 EH0276
 EH0276.The horizontal coordinates were scaled from a topographic map and have
 EH0276.an estimated accuracy of +/- 6 seconds.
 EH0276
 EH0276.The orthometric height was determined by differential leveling
 EH0276.and adjusted in June 1991.
 EH0276
 EH0276.The geoid height was determined by GEOID03.
 EH0276
 EH0276.The dynamic height is computed by dividing the NAVD 88
 EH0276.geopotential number by the normal gravity value computed on the
 EH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0276.degrees latitude (g = 980.6199 gals.).
 EH0276
 EH0276.The modeled gravity was interpolated from observed gravity values.
 EH0276
 EH0276;                    North         East    Units  Estimated Accuracy
 EH0276;SPC MS W     -   511,800.      700,380.      MT  (+/- 180 meters Scaled)
 EH0276
 EH0276                          SUPERSEDED SURVEY CONTROL
 EH0276
 EH0276  NGVD 29 (??/??/??)   46.450  (m)          152.39   (f) ADJUSTED    1 2
 EH0276
 EH0276.Superseded values are not recommended for survey control.
 EH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0276.See file dsdata.txt to determine how the superseded data were derived.
 EH0276
 EH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT463782(NAD 83)
 EH0276_MARKER: DB = BENCH MARK DISK
 EH0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0276_STAMPING: C-133 1939
 EH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0276+STABILITY: SURFACE MOTION
 EH0276
 EH0276  HISTORY     - Date     Condition        Report By
 EH0276  HISTORY     - 1939     MONUMENTED       CGS
 EH0276  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0276  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EH0276  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0276
 EH0276                          STATION DESCRIPTION
 EH0276
 EH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0276'3.1 MI NE FROM VANCE.
 EH0276'AT LONGSTREET ON ICRR AT NORTHEAST CORNER OF PICKET FENCE ON WEST SIDE
 EH0276'OF ROAD.  2 FEET NORTH OF FENCE AND 2 FEET WEST OF CORNER.  10 FEET
 EH0276'SOUTH OF CENTERLINE OF DRIVE AT RESIDENCE OF MR. M. J. SPAIN.
 EH0276'1977 MSHD REPORT--A NEW HIGHWAY HAS BEEN BUILT SINCE THE ORIGINAL
 EH0276'DESCRIPTION AND THE RAILROAD TRACK NO LONGER EXISTS.  THE RAILROAD
 EH0276'BED IS STILL IN PLACE BUT WAS NOT ABLE TO FIND THE MARK BECAUSE
 EH0276'NOTHING WAS LEFT TO FIND THE MARK BY.
 EH0276
 EH0276                          STATION RECOVERY (1967)
 EH0276
 EH0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0276'MARK NOT FOUND.
 EH0276
 EH0276                          STATION RECOVERY (1977)
 EH0276
 EH0276'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0276'MARK NOT FOUND.
 EH0276
 EH0276                          STATION RECOVERY (2008)
 EH0276
 EH0276'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1000 ***********************************************************************
 BH1000  DESIGNATION -  C 135
 BH1000  PID         -  BH1000
 BH1000  STATE/COUNTY-  MS/HARRISON
 BH1000  USGS QUAD   -  VIDALIA (1976)
 BH1000
 BH1000                         *CURRENT SURVEY CONTROL
 BH1000  ___________________________________________________________________
 BH1000* NAD 83(1986)-  30 23 19.     (N)    089 18 25.     (W)     SCALED    
 BH1000* NAVD 88     -        16.96   (+/-2cm)      55.6    (feet)  VERTCON   
 BH1000  ___________________________________________________________________
 BH1000  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BH1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1000
 BH1000.The horizontal coordinates were scaled from a topographic map and have
 BH1000.an estimated accuracy of +/- 6 seconds.
 BH1000
 BH1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1000.The vertical order pertains to the NGVD 29 superseded value.
 BH1000
 BH1000.The geoid height was determined by GEOID03.
 BH1000
 BH1000;                    North         East    Units  Estimated Accuracy
 BH1000;SPC MS E     -    98,590.      254,480.      MT  (+/- 180 meters Scaled)
 BH1000
 BH1000                          SUPERSEDED SURVEY CONTROL
 BH1000
 BH1000  NGVD 29 (??/??/??)   16.958  (m)           55.64   (f) ADJUSTED    2 0
 BH1000
 BH1000.Superseded values are not recommended for survey control.
 BH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1000.See file dsdata.txt to determine how the superseded data were derived.
 BH1000
 BH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU783641(NAD 83)
 BH1000_MARKER: DB = BENCH MARK DISK
 BH1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1000_STAMPING: C 135 1943
 BH1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1000+STABILITY: SURFACE MOTION
 BH1000
 BH1000  HISTORY     - Date     Condition        Report By
 BH1000  HISTORY     - 1943     MONUMENTED       CGS
 BH1000  HISTORY     - 1972     GOOD             MSHD
 BH1000  HISTORY     - 20000118 MARK NOT FOUND   NGS
 BH1000  HISTORY     - 20000423 MARK NOT FOUND   NGS
 BH1000
 BH1000                          STATION DESCRIPTION
 BH1000
 BH1000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1000'6.1 MI NW FROM PASS CHRISTIAN.
 BH1000'THE MARK IS LOCATED 6.1 MILES NORTHWEST OF PASS CHRISTIAN, 7.7 MILES
 BH1000'EAST-SOUTHEAST OF KILN, 2.5 MILES NORTHWEST OF THE COMMUNITY OF DE
 BH1000'LISLE, 0.6 MILES SOUTHEAST OF THE CROSSING OF I-10 ON THE NORTHEAST
 BH1000'ROW OF A COUNTY ROAD NEAR THE CENTER OF THE EAST SIDE OF SECTION 32, T
 BH1000'7S, R 13W.  IT IS 26 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD,
 BH1000'132 FEET EAST OF POLE NO 66, 129 FEET NORTH-NORTHWEST OF POLE NO 65,
 BH1000'13 FEET SOUTHEAST OF A 12 INCH BLAZED PINE, 2 FEET SOUTHWEST OF A
 BH1000'FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 6
 BH1000'INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 BH1000'PROJECTS 5 INCHES.  TO REACH FROM THE GULF NATIONAL BANK JUST EAST OF
 BH1000'THE POST OFFICE IN PASS CHRISTIAN GO NORTH ON HENDERSON AVENUE FOR 5.1
 BH1000'MILES TO THE CROSSROAD AT DE LISLE.  TURN LEFT AND GO WEST AND
 BH1000'NORTHWEST ON A BLACK TOP ROAD FOR 2.5 MILES TO THE MARK ON THE RIGHT
 BH1000'AT THE SUMMIT OF A GENTLE GRADE.
 BH1000
 BH1000                          STATION RECOVERY (2000)
 BH1000
 BH1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH1000'MARK WAS NOT RECOVERED.
 BH1000
 BH1000                          STATION RECOVERY (2000)
 BH1000
 BH1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1004 ***********************************************************************
 BH1004  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1004  DESIGNATION -  C 136 RESET 1974
 BH1004  PID         -  BH1004
 BH1004  STATE/COUNTY-  MS/HANCOCK
 BH1004  USGS QUAD   -  VIDALIA (1976)
 BH1004
 BH1004                         *CURRENT SURVEY CONTROL
 BH1004  ___________________________________________________________________
 BH1004* NAD 83(1986)-  30 25 29.     (N)    089 21 24.     (W)     SCALED    
 BH1004* NAVD 88     -         6.02   (+/-2cm)      19.8    (feet)  VERTCON   
 BH1004  ___________________________________________________________________
 BH1004  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH1004  VERT ORDER  -  THIRD (See Below)
 BH1004
 BH1004.The horizontal coordinates were scaled from a topographic map and have
 BH1004.an estimated accuracy of +/- 6 seconds.
 BH1004
 BH1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1004.The vertical order pertains to the NGVD 29 superseded value.
 BH1004
 BH1004.This Tidal Bench Mark is designated as VM 11299
 BH1004.by the Center for Operational Oceanographic Products and Services.
 BH1004
 BH1004.The geoid height was determined by GEOID03.
 BH1004
 BH1004;                    North         East    Units  Estimated Accuracy
 BH1004;SPC MS E     -   102,620.      249,720.      MT  (+/- 180 meters Scaled)
 BH1004
 BH1004                          SUPERSEDED SURVEY CONTROL
 BH1004
 BH1004  NGVD 29 (??/??/??)    6.05   (m)           19.8    (f) RESET       3  
 BH1004
 BH1004.Superseded values are not recommended for survey control.
 BH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1004.See file dsdata.txt to determine how the superseded data were derived.
 BH1004
 BH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU736682(NAD 83)
 BH1004_MARKER: DB = BENCH MARK DISK
 BH1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1004_SP_SET: CULVERT
 BH1004_STAMPING: C 136 RESET 1974
 BH1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1004
 BH1004  HISTORY     - Date     Condition        Report By
 BH1004  HISTORY     - 1974     MONUMENTED       NGS
 BH1004  HISTORY     - 1989     GOOD             USPSQD
 BH1004
 BH1004                          STATION DESCRIPTION
 BH1004
 BH1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BH1004'4.0 MI E FROM KILN.
 BH1004'LOCATED 4.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE ANNUNCIATION
 BH1004'SCHOOL AT KILN, 0.65 MILE EAST OF A CHURCH AND CROSSROADS, 1.1 MILE
 BH1004'WEST OF THE HANCOCK-HARRISON COUNTY LINE AND JUST EAST OF A CREEK. IT
 BH1004'IS 57 FEET NORTH OF THE CENTER OF THE ROAD, 124 FEET EAST OF THE
 BH1004'CENTER OF THE CREEK, 11 FEET NORTH OF AN 18-INCH PINE TREE, 13 FEET
 BH1004'NORTHEAST OF AN 18-INCH PINE TREE, 4.5 FEET WEST OF AN 8-INCH OAK
 BH1004'TREE, 9.5 FEET SOUTH OF AN 18-INCH OAK TREE AND 1 FOOT EAST OF A METAL
 BH1004'WITNESS POST.  IT IS A SHORT ROD TYPE MARK PROJECTING 4 INCHES.
 BH1004
 BH1004                          STATION RECOVERY (1989)
 BH1004
 BH1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR)
 BH1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1023 ***********************************************************************
 BH1023  DESIGNATION -  C 137 RESET
 BH1023  PID         -  BH1023
 BH1023  STATE/COUNTY-  MS/HANCOCK
 BH1023  USGS QUAD   -  KILN (1976)
 BH1023
 BH1023                         *CURRENT SURVEY CONTROL
 BH1023  ___________________________________________________________________
 BH1023* NAD 83(1986)-  30 28 44.     (N)    089 29 41.     (W)     SCALED    
 BH1023* NAVD 88     -        25.252  (meters)      82.85   (feet)  ADJUSTED  
 BH1023  ___________________________________________________________________
 BH1023  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BH1023  DYNAMIC HT  -          25.219 (meters)      82.74  (feet)  COMP
 BH1023  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BH1023
 BH1023  VERT ORDER  -  FIRST     CLASS II
 BH1023
 BH1023.The horizontal coordinates were scaled from a topographic map and have
 BH1023.an estimated accuracy of +/- 6 seconds.
 BH1023
 BH1023.The orthometric height was determined by differential leveling
 BH1023.and adjusted in February 1994.
 BH1023
 BH1023.The geoid height was determined by GEOID03.
 BH1023
 BH1023.The dynamic height is computed by dividing the NAVD 88
 BH1023.geopotential number by the normal gravity value computed on the
 BH1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1023.degrees latitude (g = 980.6199 gals.).
 BH1023
 BH1023.The modeled gravity was interpolated from observed gravity values.
 BH1023
 BH1023;                    North         East    Units  Estimated Accuracy
 BH1023;SPC MS E     -   108,690.      236,500.      MT  (+/- 180 meters Scaled)
 BH1023
 BH1023                          SUPERSEDED SURVEY CONTROL
 BH1023
 BH1023  NGVD 29 (??/??/??)   25.32   (m)           83.1    (f) RESET       3  
 BH1023
 BH1023.Superseded values are not recommended for survey control.
 BH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1023.See file dsdata.txt to determine how the superseded data were derived.
 BH1023
 BH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU605744(NAD 83)
 BH1023_MARKER: DB = BENCH MARK DISK
 BH1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1023_SP_SET: CONCRETE POST
 BH1023_STAMPING: C 137 RESET 1964
 BH1023_MARK LOGO: CGS   
 BH1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1023+STABILITY: SURFACE MOTION
 BH1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1023+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH1023
 BH1023  HISTORY     - Date     Condition        Report By
 BH1023  HISTORY     - 1964     MONUMENTED       CGS
 BH1023  HISTORY     - 1972     GOOD             MSHD
 BH1023  HISTORY     - 19930312 GOOD             NGS
 BH1023
 BH1023                          STATION DESCRIPTION
 BH1023
 BH1023'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1023'6 MI NW FROM KILN.
 BH1023'THE MARK IS LOCATED 6 MILES NORTHWEST OF KILN ON THE EAST ROW OF STATE
 BH1023'HIGHWAY 43, 11.5 MILES EAST-SOUTHEAST OF PICAYUNE, 8 MILES SOUTHEAST
 BH1023'OF THE COMMUNITY OF CAESAR NEAR THE CENTER OF THE EAST SIDE OF SECTION
 BH1023'33, T 6S, R 15W.  IT IS 61.5 FEET EAST OF THE CENTER OF HIGHWAY 43, 17
 BH1023'FEET SOUTH OF THE CENTER OF A RAMP, 78.5 FEET NORTH OF THE EAST TRUNK
 BH1023'OF A 36 INCH TRIPPLE LIVE OAK, 12.5 FEET EAST OF THE SOUTH END OF THE
 BH1023'EAST ONE OF TWO 18 INCH CONCRETE PIPES UNDER THE RAMP, 1 FOOT WEST OF
 BH1023'A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF AN 8
 BH1023'INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2
 BH1023'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 43 AND 603
 BH1023'LOCATED 1.5 MILES NORTH OF KILN GO WEST ON STATE HIGHWAY 43 FOR 4.9
 BH1023'MILES TO AN ANGLING SIDE ROAD LEFT.  CONTINUE NORTH ON STATE HIGHWAY
 BH1023'43 FOR 0.35 MILES TO THE MARK ON THE RIGHT.
 BH1023
 BH1023                          STATION RECOVERY (1993)
 BH1023
 BH1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1023'26.6 KM (16.50 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH1023'OF U.S. HIGHWAY 90 IN WAVELAND, 98.6 M (323.5 FT) SOUTH OF THE
 BH1023'CENTER OF SELLERS ROAD, 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF
 BH1023'THE HIGHWAY, 4.7 M (15.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 BH1023'0.4 M (1.3 FT) NORTHWEST OF UTILITY POLE NUMBER 78 WITH 3 GUY CABLES,
 BH1023'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 BH1023'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 BH1023'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1282 ***********************************************************************
 BH1282  DESIGNATION -  C 139 RESET 1965
 BH1282  PID         -  BH1282
 BH1282  STATE/COUNTY-  MS/PEARL RIVER
 BH1282  USGS QUAD   -  INDUSTRIAL (1997)
 BH1282
 BH1282                         *CURRENT SURVEY CONTROL
 BH1282  ___________________________________________________________________
 BH1282* NAD 83(1986)-  30 37 00.     (N)    089 45 51.     (W)     SCALED    
 BH1282* NAVD 88     -        21.28   (+/-2cm)      69.8    (feet)  VERTCON   
 BH1282  ___________________________________________________________________
 BH1282  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BH1282  VERT ORDER  -  THIRD (See Below)
 BH1282
 BH1282.The horizontal coordinates were scaled from a topographic map and have
 BH1282.an estimated accuracy of +/- 6 seconds.
 BH1282
 BH1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1282.The vertical order pertains to the NGVD 29 superseded value.
 BH1282
 BH1282.The geoid height was determined by GEOID03.
 BH1282
 BH1282;                    North         East    Units  Estimated Accuracy
 BH1282;SPC MS E     -   124,150.      210,750.      MT  (+/- 180 meters Scaled)
 BH1282
 BH1282                          SUPERSEDED SURVEY CONTROL
 BH1282
 BH1282  NGVD 29 (??/??/??)   21.36   (m)           70.1    (f) RESET       3  
 BH1282
 BH1282.Superseded values are not recommended for survey control.
 BH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1282.See file dsdata.txt to determine how the superseded data were derived.
 BH1282
 BH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU350903(NAD 83)
 BH1282_MARKER: DB = BENCH MARK DISK
 BH1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1282_STAMPING: C 139 RESET 1965
 BH1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1282+STABILITY: SURFACE MOTION
 BH1282
 BH1282  HISTORY     - Date     Condition        Report By
 BH1282  HISTORY     - 1965     MONUMENTED       CGS
 BH1282  HISTORY     - 1970     GOOD             MSHD
 BH1282
 BH1282                          STATION DESCRIPTION
 BH1282
 BH1282'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BH1282'8.2 MI NW FROM PICAYUNE.
 BH1282'THE MARK IS LOCATED 8.2 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BH1282'PICAYUNE IN THE CENTER OF AN OLD ROAD BED NEAR THE NORTHEAST
 BH1282'RIGHT-OF-WAY OF STATE HIGHWAY 43, 0.7 MILE SOUTHEAST OF THE COMMUNITY
 BH1282'CYBUR, IN THE NORTHWEST 1/4 OF SECTION 13, T 5S, R 18W.  IT IS 65.5
 BH1282'FEET NORTHEAST OF THE CENTER OF HIGHWAY 43, 74 FEET EAST OF THE EAST
 BH1282'CORNER OF A CONCRETE BRIDGE, 8.5 FEET EAST OF A 12 INCH TWIN PINE, 14
 BH1282'FEET NORTHEAST OF A FENCE, 1 FOOT EAST SOUTHEAST OF A METAL WITNESS
 BH1282'POST, SET IN THE TOP OF A 6 INCH ROUND CONCRETE POST ABOUT 4 FEET
 BH1282'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM
 BH1282'THE LUCIUS OLEN CROSBY MEMORIAL HOSPITAL IN PICAYUNE, GO WEST ON
 BH1282'GOODYEAR BOULEVARD (STATE HIGHWAY 43) FOR 0.7 MILE TO A T
 BH1282'INTERSECTION.  TURN RIGHT (NORTH) AND CONTINUE ON STATE HIGHWAY 43 FOR
 BH1282'1.8 MILES TO THE JUNCTION OF NEW HIGHWAY 43.  CONTINUE WEST ON HIGHWAY
 BH1282'43 FOR 2.8 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON
 BH1282'STATE HIGHWAY 43 FOR 3.3 MILES TO A CONCRETE BRIDGE AND THE MARK ON
 BH1282'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0248 ***********************************************************************
 BV0248  DESIGNATION -  C 14
 BV0248  PID         -  BV0248
 BV0248  STATE/COUNTY-  MS/GREENE
 BV0248  USGS QUAD   -  PIAVE (1982)
 BV0248
 BV0248                         *CURRENT SURVEY CONTROL
 BV0248  ___________________________________________________________________
 BV0248* NAD 83(1986)-  31 26 02.     (N)    088 44 27.     (W)     SCALED    
 BV0248* NAVD 88     -        92.95   (+/-2cm)     305.0    (feet)  VERTCON   
 BV0248  ___________________________________________________________________
 BV0248  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BV0248  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0248
 BV0248.The horizontal coordinates were scaled from a topographic map and have
 BV0248.an estimated accuracy of +/- 6 seconds.
 BV0248
 BV0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0248.The vertical order pertains to the NGVD 29 superseded value.
 BV0248
 BV0248.The geoid height was determined by GEOID03.
 BV0248
 BV0248;                    North         East    Units  Estimated Accuracy
 BV0248;SPC MS E     -   214,390.      308,790.      MT  (+/- 180 meters Scaled)
 BV0248
 BV0248                          SUPERSEDED SURVEY CONTROL
 BV0248
 BV0248  NGVD 29 (??/??/92)   92.94   (m)          304.9    (f) COMPUTED    1 2
 BV0248
 BV0248.Superseded values are not recommended for survey control.
 BV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0248.See file dsdata.txt to determine how the superseded data were derived.
 BV0248
 BV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV345790(NAD 83)
 BV0248_MARKER: DB = BENCH MARK DISK
 BV0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0248_STAMPING: C 14 1934
 BV0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0248+STABILITY: SURFACE MOTION
 BV0248
 BV0248  HISTORY     - Date     Condition        Report By
 BV0248  HISTORY     - 1934     MONUMENTED       CGS
 BV0248  HISTORY     - 1957     GOOD             NGS
 BV0248
 BV0248                          STATION DESCRIPTION
 BV0248
 BV0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0248'7.05 MI N FROM SANDHILL.
 BV0248'LOCATED 7.05 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 BV0248'STATE HIGHWAYS 42 AND 63 AT SANDHILL, AT THE PERRY-WAYNE COUNTY LINE
 BV0248'AND AT THE NORTH END OF A CURVE IN THE HIGHWAY.  IT IS 36 FEET WEST OF
 BV0248'THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF A FENCE CORNER, 8
 BV0248'FEET NORTHEAST OF A 10-INCH PINE TREE AND 8 FEET WEST OF THE COUNTY
 BV0248'LINE SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0248'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0249 ***********************************************************************
 BV0249  DESIGNATION -  C 14 RESET
 BV0249  PID         -  BV0249
 BV0249  STATE/COUNTY-  MS/WAYNE
 BV0249  USGS QUAD   -  PIAVE (1982)
 BV0249
 BV0249                         *CURRENT SURVEY CONTROL
 BV0249  ___________________________________________________________________
 BV0249* NAD 83(1986)-  31 26 02.     (N)    088 44 27.     (W)     SCALED    
 BV0249* NAVD 88     -        93.08   (+/-2cm)     305.4    (feet)  VERTCON   
 BV0249  ___________________________________________________________________
 BV0249  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BV0249  VERT ORDER  -  THIRD (See Below)
 BV0249
 BV0249.The horizontal coordinates were scaled from a topographic map and have
 BV0249.an estimated accuracy of +/- 6 seconds.
 BV0249
 BV0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0249.The vertical order pertains to the NGVD 29 superseded value.
 BV0249
 BV0249.The geoid height was determined by GEOID03.
 BV0249
 BV0249;                    North         East    Units  Estimated Accuracy
 BV0249;SPC MS E     -   214,390.      308,790.      MT  (+/- 180 meters Scaled)
 BV0249
 BV0249                          SUPERSEDED SURVEY CONTROL
 BV0249
 BV0249  NGVD 29 (??/??/??)   93.06   (m)          305.3    (f) RESET       3  
 BV0249
 BV0249.Superseded values are not recommended for survey control.
 BV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0249.See file dsdata.txt to determine how the superseded data were derived.
 BV0249
 BV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV345790(NAD 83)
 BV0249_MARKER: DB = BENCH MARK DISK
 BV0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0249_SP_SET: CONCRETE POST
 BV0249_STAMPING: C 14 RESET 1961
 BV0249_MARK LOGO: CGS   
 BV0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0249+STABILITY: SURFACE MOTION
 BV0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0249+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1991
 BV0249
 BV0249  HISTORY     - Date     Condition        Report By
 BV0249  HISTORY     - 1961     MONUMENTED       CGS
 BV0249  HISTORY     - 19910702 GOOD             MSHD
 BV0249
 BV0249                          STATION DESCRIPTION
 BV0249
 BV0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BV0249'7.05 MI N FROM SANDHILL.
 BV0249'LOCATED 7.05 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 BV0249'STATE HIGHWAYS 42 AND 63 AT SANDHILL, AT THE GREENE-WAYNE COUNTY LINE
 BV0249'AND AT THE NORTH END OF A CURVE.  IT IS 60 FEET WEST OF THE CENTERLINE
 BV0249'OF THE HIGHWAY, 9 FEET SOUTH OF A FENCE CORNER 39 FEET NORTH-NORTHEAST
 BV0249'OF A 12-INCH PINE TREE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 BV0249'AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4
 BV0249'INCHES ABOVE THE GROUND.
 BV0249
 BV0249                          STATION RECOVERY (1991)
 BV0249
 BV0249'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0249'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF SANDHILL, JUST
 BV0249'SOUTH OF THE GREENE-WAYNE COUNTY LINE, 10.3 MI (16.6 KM) SOUTHWEST OF
 BV0249'CLARA AND IS IN SECTION 1, T 5N, R 8W.
 BV0249'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 LEADING EAST AND STATE
 BV0249'HIGHWAY 63, AT THE NORTH EDGE OF SAND HILL, GO NORTH ON STATE HIGHWAY
 BV0249'63 FOR 6.6 MI (10.6 KM) TO THE GREENE-WAYNE COUNTY LINE AND THE MARK
 BV0249'ON THE LEFT JUST BEYOND THE MACEDONIA INDEPENDENT BIBLE CHURCH.
 BV0249'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 BV0249'LEVEL WITH THE HIGHWAY, PROJECTING 1 INCH, 66.5 FT (20.3 M) WEST OF
 BV0249'THE CENTER OF HIGHWAY 63, 24.0 FT (7.3 M) NORTHEAST OF A 12 INCH OAK,
 BV0249'17.0 FT (5.2 M) WEST-SOUTHWEST OF A FENCE CORNER, 11.5 FT (3.5 M)
 BV0249'SOUTH-SOUTHWEST OF A R.O.W. MARKER, 9.0 FT (2.7 M) SOUTH OF A FENCE
 BV0249'AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1297 ***********************************************************************
 BH1297  DESIGNATION -  C 140
 BH1297  PID         -  BH1297
 BH1297  STATE/COUNTY-  MS/PEARL RIVER
 BH1297  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1297
 BH1297                         *CURRENT SURVEY CONTROL
 BH1297  ___________________________________________________________________
 BH1297* NAD 83(1986)-  30 49 08.     (N)    089 46 00.     (W)     SCALED    
 BH1297* NAVD 88     -        27.66   (+/-2cm)      90.7    (feet)  VERTCON   
 BH1297  ___________________________________________________________________
 BH1297  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BH1297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1297
 BH1297.The horizontal coordinates were scaled from a topographic map and have
 BH1297.an estimated accuracy of +/- 6 seconds.
 BH1297
 BH1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1297.The vertical order pertains to the NGVD 29 superseded value.
 BH1297
 BH1297.The geoid height was determined by GEOID03.
 BH1297
 BH1297;                    North         East    Units  Estimated Accuracy
 BH1297;SPC MS E     -   146,570.      210,700.      MT  (+/- 180 meters Scaled)
 BH1297
 BH1297                          SUPERSEDED SURVEY CONTROL
 BH1297
 BH1297  NGVD 29 (??/??/??)   27.731  (m)           90.98   (f) ADJUSTED    2 0
 BH1297
 BH1297.Superseded values are not recommended for survey control.
 BH1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1297.See file dsdata.txt to determine how the superseded data were derived.
 BH1297
 BH1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV353128(NAD 83)
 BH1297_MARKER: DB = BENCH MARK DISK
 BH1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1297_SP_SET: BRIDGE
 BH1297_STAMPING: C 140 1943
 BH1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1297
 BH1297  HISTORY     - Date     Condition        Report By
 BH1297  HISTORY     - 1943     MONUMENTED       CGS
 BH1297  HISTORY     - 1971     GOOD             MSHD
 BH1297
 BH1297                          STATION DESCRIPTION
 BH1297
 BH1297'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1297'13.6 MI WSW FROM POPLARVILLE.
 BH1297'THE MARK IS LOCATED 13.6 MILES WEST-SOUTHWEST OF POPLARVILLE IN THE
 BH1297'BASE OF THE NORTHEAST END OF THE NORTHWEST RAILING OF A CONCRETE
 BH1297'BRIDGE, 2.4 MILES NORTH-NORTHEAST OF THE COMMUNITY OF CROSSROADS IN
 BH1297'THE NORTHWEST 1/4 OF SECTION 1, T 3S, R 18W.  IT IS 9.5 FEET NORTHWEST
 BH1297'OF THE CENTER OF HIGHWAY 43, 97.5 FEET SOUTH OF THE SOUTH CORNER OF
 BH1297'THE BETHEL BAPTIST CHURCH, 43 FEET WEST OF POLE NO H 203139, 2 FEET
 BH1297'SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE BASE OF
 BH1297'THE NORTHEAST END OF THE NORTHWEST GUARD RAILING FOR A CONCRETE BRIDGE
 BH1297'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. TO REACH FROM THE
 BH1297'PEARL RIVER COUNTY COURTHOUSE IN POPLARVILLE GO NORTH ON STATE HIGHWAY
 BH1297'26 FOR 1/2 BLOCK TO AN INTERSECTION.  TURN LEFT AND CONTINUE WEST ON
 BH1297'STATE HIGHWAY 26 FOR 0.45 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 BH1297'11.  CONTINUE WEST ON STATE HIGHWAY 26 FOR 14.7 MILES TO THE
 BH1297'INTERSECTION OF STATE HIGHWAY 43.  TURN RIGHT AND CONTINUE NORTH ON
 BH1297'STATE HIGHWAY 43 FOR 2.6 MILES TO THE BRIDGE AND THE MARK ON THE LEFT
 BH1297'JUST BEFORE REACHING THE BETHEL BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0681 ***********************************************************************
 BH0681  DESIGNATION -  C 141 RESET 1961
 BH0681  PID         -  BH0681
 BH0681  STATE/COUNTY-  MS/STONE
 BH0681  USGS QUAD   -  BOND POND (1983)
 BH0681
 BH0681                         *CURRENT SURVEY CONTROL
 BH0681  ___________________________________________________________________
 BH0681* NAD 83(1986)-  30 53 42.     (N)    089 07 01.     (W)     SCALED    
 BH0681* NAVD 88     -        76.33   (+/-2cm)     250.4    (feet)  VERTCON   
 BH0681  ___________________________________________________________________
 BH0681  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH0681  VERT ORDER  -  THIRD (See Below)
 BH0681
 BH0681.The horizontal coordinates were scaled from a topographic map and have
 BH0681.an estimated accuracy of +/- 6 seconds.
 BH0681
 BH0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0681.The vertical order pertains to the NGVD 29 superseded value.
 BH0681
 BH0681.The geoid height was determined by GEOID03.
 BH0681
 BH0681;                    North         East    Units  Estimated Accuracy
 BH0681;SPC MS E     -   154,670.      272,890.      MT  (+/- 180 meters Scaled)
 BH0681
 BH0681                          SUPERSEDED SURVEY CONTROL
 BH0681
 BH0681  NGVD 29 (??/??/??)   76.33   (m)          250.4    (f) RESET       3  
 BH0681
 BH0681.Superseded values are not recommended for survey control.
 BH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0681.See file dsdata.txt to determine how the superseded data were derived.
 BH0681
 BH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV976198(NAD 83)
 BH0681_MARKER: DB = BENCH MARK DISK
 BH0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0681_STAMPING: C 141 RESET 1961
 BH0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0681+STABILITY: SURFACE MOTION
 BH0681
 BH0681  HISTORY     - Date     Condition        Report By
 BH0681  HISTORY     - 1961     MONUMENTED       CGS
 BH0681  HISTORY     - 1972     GOOD             MSHD
 BH0681
 BH0681                          STATION DESCRIPTION
 BH0681
 BH0681'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0681'2.8 MI NE FROM WIGGINS.
 BH0681'THE MARK IS LOCATED 2.8 MILES NORTHEAST OF WIGGINS ON THE WEST ROW OF
 BH0681'STATE HIGHWAY 29, ABOUT 0.15 MILES SOUTH OF A POND IN THE SOUTHWEST
 BH0681'1/4 OF SECTION 5, T 2S, R 11W.  IT IS 51 FEET WEST OF THE CENTER OF
 BH0681'HIGHWAY 29, 42 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 18.5 FEET SOUTH
 BH0681'OF THE PROJECTED PLANE OF THE SOUTH WALL OF A WHITE ASBESTOS SIDING
 BH0681'HOUSE, 19 FEET SOUTHEAST OF A 10 INCH CHINABERRY, 54.5 FEET
 BH0681'NORTH-NORTHWEST OF A 20 INCH PECAN, 1 FOOT SOUTHEAST OF A FENCE
 BH0681'CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 BH0681'INCH ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BH0681'AND PROJECTS 4 INCHES.  TO REACH FROM THE BANK OF WIGGINS IN WIGGINS
 BH0681'GO EAST ON PINE AVENUE FOR 0.3 MILES TO THE INTERSECTION OF FOURTH
 BH0681'STREET.  TURN LEFT AND GO NORTH ON FOURTH STREET FOR 0.25 MILES TO THE
 BH0681'JUNCTION OF STATE HIGHWAY 29 JUST BEYOND HATTEN AVENUE.  CONTINUE
 BH0681'NORTHEAST ON STATE HIGHWAY 29 FOR 1.5 MILES TO A SIDE ROAD RIGHT.
 BH0681'CONTINUE NORTH ON STATE HIGHWAY 29 FOR 1.3 MILES TO A WHITE ASBESTOS
 BH0681'SIDING HOUSE AND THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0753 ***********************************************************************
 BV0753  DESIGNATION -  C 142 RESET 1958
 BV0753  PID         -  BV0753
 BV0753  STATE/COUNTY-  MS/FORREST
 BV0753  USGS QUAD   -  BROOKLYN (1983)
 BV0753
 BV0753                         *CURRENT SURVEY CONTROL
 BV0753  ___________________________________________________________________
 BV0753* NAD 83(1986)-  31 03 46.     (N)    089 10 39.     (W)     SCALED    
 BV0753* NAVD 88     -        53.89   (+/-2cm)     176.8    (feet)  VERTCON   
 BV0753  ___________________________________________________________________
 BV0753  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BV0753  VERT ORDER  -  THIRD (See Below)
 BV0753
 BV0753.The horizontal coordinates were scaled from a topographic map and have
 BV0753.an estimated accuracy of +/- 6 seconds.
 BV0753
 BV0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0753.The vertical order pertains to the NGVD 29 superseded value.
 BV0753
 BV0753.The geoid height was determined by GEOID03.
 BV0753
 BV0753;                    North         East    Units  Estimated Accuracy
 BV0753;SPC MS E     -   173,290.      267,150.      MT  (+/- 180 meters Scaled)
 BV0753
 BV0753                          SUPERSEDED SURVEY CONTROL
 BV0753
 BV0753  NGVD 29 (08/12/04)   53.91   (m)          176.9    (f) RESET       3  
 BV0753
 BV0753.Superseded values are not recommended for survey control.
 BV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0753.See file dsdata.txt to determine how the superseded data were derived.
 BV0753
 BV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV922385(NAD 83)
 BV0753_MARKER: DB = BENCH MARK DISK
 BV0753_SETTING: 0 = UNSPECIFIED SETTING
 BV0753_STAMPING: C 142 RESET (1958)
 BV0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0753
 BV0753  HISTORY     - Date     Condition        Report By
 BV0753  HISTORY     - 1958     MONUMENTED       CGS
 BV0753  HISTORY     - 1965     GOOD             MSHD
 BV0753
 BV0753                          STATION DESCRIPTION
 BV0753
 BV0753'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 BV0753'0.9 MI E FROM BROOKLYN.
 BV0753'TO REACH FROM THE FRONT ENTRANCE TO THE U. S. POST OFFICE IN BROOKLYN,
 BV0753'GO EAST ON A BLACKTOP ROAD FOR .3 MILE TO FORK.  TAKE THE LEFT FORK
 BV0753'AND GO .65 MILE TO THE MARK ON THE RIGHT IN THE SOUTHWEST CORNER OF S.
 BV0753'M. GREENS FRONT YARD.  IT IS 38 FEET WEST OF WEST CORNER OF THE HOUSE,
 BV0753'29 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD AND 4.75 FEET SOUTH
 BV0753'OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0274 ***********************************************************************
 BV0274  DESIGNATION -  C 143
 BV0274  PID         -  BV0274
 BV0274  STATE/COUNTY-  MS/GREENE
 BV0274  USGS QUAD   -  MC LAIN (1982)
 BV0274
 BV0274                         *CURRENT SURVEY CONTROL
 BV0274  ___________________________________________________________________
 BV0274* NAD 83(1986)-  31 00 40.     (N)    088 49 38.     (W)     SCALED    
 BV0274* NAVD 88     -        54.36   (+/-2cm)     178.3    (feet)  VERTCON   
 BV0274  ___________________________________________________________________
 BV0274  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BV0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0274
 BV0274.The horizontal coordinates were scaled from a topographic map and have
 BV0274.an estimated accuracy of +/- 6 seconds.
 BV0274
 BV0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0274.The vertical order pertains to the NGVD 29 superseded value.
 BV0274
 BV0274.The geoid height was determined by GEOID03.
 BV0274
 BV0274;                    North         East    Units  Estimated Accuracy
 BV0274;SPC MS E     -   167,510.      300,580.      MT  (+/- 180 meters Scaled)
 BV0274
 BV0274                          SUPERSEDED SURVEY CONTROL
 BV0274
 BV0274  NGVD 29 (??/??/92)   54.36   (m)          178.3    (f) COMPUTED    2 0
 BV0274
 BV0274.Superseded values are not recommended for survey control.
 BV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0274.See file dsdata.txt to determine how the superseded data were derived.
 BV0274
 BV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV255322(NAD 83)
 BV0274_MARKER: DB = BENCH MARK DISK
 BV0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0274_STAMPING: C 143 (1943)
 BV0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0274+STABILITY: SURFACE MOTION
 BV0274
 BV0274  HISTORY     - Date     Condition        Report By
 BV0274  HISTORY     - 1943     MONUMENTED       CGS
 BV0274  HISTORY     - 1966     GOOD             MSHD
 BV0274
 BV0274                          STATION DESCRIPTION
 BV0274
 BV0274'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0274'8.8 MI SE FROM MCLAIN.
 BV0274'TO REACH FROM THE U.S. POST OFFICE IN MCLAIN GO SOUTHEAST ON HIGHWAY
 BV0274'98 FOR 0.7 MILES TO HIGHWAY 57 ON THE RIGHT, TURN RIGHT AND GO 5.75
 BV0274'MILES TO THE CROSSROADS AT LEAF, TURN RIGHT ON DESOTO NATIONAL FOREST
 BV0274'ROAD 309 AND GO 2.4 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING
 BV0274'DESOTO NATIONAL FOREST ROAD 327.  IT IS 48 FEET SOUTHEAST OF CENTER OF
 BV0274'ROAD 309, 39 FEET NORTHEAST OF CENTER OF ROAD 327, 12.5 FEET SOUTH OF
 BV0274'A POWER POLE, 5 FEET NORTHWEST OF A TRACK ROAD, AND 1 FOOT SOUTHEAST
 BV0274'OF A METAL WITNESS POST.  STANDARD DISK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0824 ***********************************************************************
 BH0824  DESIGNATION -  C 144
 BH0824  PID         -  BH0824
 BH0824  STATE/COUNTY-  MS/HARRISON
 BH0824  USGS QUAD   -  AIREY (1982)
 BH0824
 BH0824                         *CURRENT SURVEY CONTROL
 BH0824  ___________________________________________________________________
 BH0824* NAD 83(1986)-  30 38 50.     (N)    089 05 37.     (W)     SCALED    
 BH0824* NAVD 88     -        44.68   (+/-2cm)     146.6    (feet)  VERTCON   
 BH0824  ___________________________________________________________________
 BH0824  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0824
 BH0824.The horizontal coordinates were scaled from a topographic map and have
 BH0824.an estimated accuracy of +/- 6 seconds.
 BH0824
 BH0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0824.The vertical order pertains to the NGVD 29 superseded value.
 BH0824
 BH0824.The geoid height was determined by GEOID03.
 BH0824
 BH0824;                    North         East    Units  Estimated Accuracy
 BH0824;SPC MS E     -   127,200.      275,050.      MT  (+/- 180 meters Scaled)
 BH0824
 BH0824                          SUPERSEDED SURVEY CONTROL
 BH0824
 BH0824  NGVD 29 (??/??/??)   44.681  (m)          146.59   (f) ADJUSTED    2 0
 BH0824
 BH0824.Superseded values are not recommended for survey control.
 BH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0824.See file dsdata.txt to determine how the superseded data were derived.
 BH0824
 BH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU993923(NAD 83)
 BH0824_MARKER: DB = BENCH MARK DISK
 BH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0824_STAMPING: C.144. 1943
 BH0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0824+STABILITY: SURFACE MOTION
 BH0824
 BH0824  HISTORY     - Date     Condition        Report By
 BH0824  HISTORY     - 1943     MONUMENTED       CGS
 BH0824  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0824
 BH0824                          STATION DESCRIPTION
 BH0824
 BH0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0824'3.4 MI E FROM SAUCIER.
 BH0824'3.4 MILES EAST OF THE POSTOFFICE AT SAUCIER ALONG STATE HIGHWAY NO.
 BH0824'55,36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  38 FEET SOUTHWEST
 BH0824'OF A 15 INCH PINE TREE.  15 FEET WEST OF A DIM ROAD LEADING SOUTH.  1
 BH0824'FOOT NORTH OF WHITE POST SET.  BENCH MARK DISK SET IN TOP OF CONCRETE
 BH0824'POST.
 BH0824
 BH0824                          STATION RECOVERY (1955)
 BH0824
 BH0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0588 ***********************************************************************
 BH0588  DESIGNATION -  C 146
 BH0588  PID         -  BH0588
 BH0588  STATE/COUNTY-  MS/STONE
 BH0588  USGS QUAD   -  BEATRICE (1982)
 BH0588
 BH0588                         *CURRENT SURVEY CONTROL
 BH0588  ___________________________________________________________________
 BH0588* NAD 83(1986)-  30 41 51.     (N)    088 58 51.     (W)     SCALED    
 BH0588* NAVD 88     -        42.64   (+/-2cm)     139.9    (feet)  VERTCON   
 BH0588  ___________________________________________________________________
 BH0588  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0588
 BH0588.The horizontal coordinates were scaled from a topographic map and have
 BH0588.an estimated accuracy of +/- 6 seconds.
 BH0588
 BH0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0588.The vertical order pertains to the NGVD 29 superseded value.
 BH0588
 BH0588.The geoid height was determined by GEOID03.
 BH0588
 BH0588;                    North         East    Units  Estimated Accuracy
 BH0588;SPC MS E     -   132,750.      285,870.      MT  (+/- 180 meters Scaled)
 BH0588
 BH0588                          SUPERSEDED SURVEY CONTROL
 BH0588
 BH0588  NGVD 29 (??/??/??)   42.635  (m)          139.88   (f) ADJUSTED    2 0
 BH0588
 BH0588.Superseded values are not recommended for survey control.
 BH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0588.See file dsdata.txt to determine how the superseded data were derived.
 BH0588
 BH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU102977(NAD 83)
 BH0588_MARKER: DB = BENCH MARK DISK
 BH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0588+STABILITY: SURFACE MOTION
 BH0588
 BH0588  HISTORY     - Date     Condition        Report By
 BH0588  HISTORY     - 1943     MONUMENTED       CGS
 BH0588  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH0588
 BH0588                          STATION DESCRIPTION
 BH0588
 BH0588'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0588'16.1 MI NE FROM SAUCIER.
 BH0588'ABOUT 5.05 MILES EAST ALONG STATE HWY. 55 FROM THE JUNCTION OF U.S.
 BH0588'HWY. 49 AT SAUCIER, THENCE ABOUT 5.6 MILES EAST ALONG A BLACK TOP
 BH0588'ROAD, THENCE ABOUT 4.35 MILES N ALONG A GRADED ROAD, THENCE ABOUT 1.1
 BH0588'MILES WEST ALONG A GRADED ROAD, ABOUT 0.4 MILES W OF A BRIDGE OVER
 BH0588'BIGFOOT CREEK, ABOUT 0.15 MILES W OF A 10 FT. WOODEN BRIDGE, 32 FT. N
 BH0588'OF CENTER LINE OF ROAD, 30 FT. E OF CENTER LINE OF A WOODS ROAD
 BH0588'LEADING N, IN LINE WITH THE EXTENDED CENTER LINE OF A DIM ROAD LEADING
 BH0588'SOUTH THRU A WOODEN GATE, 85 FT. NW AND ACROSS ROAD FROM A FENCE
 BH0588'CORNER, 70 FT. W OF A TELEPHONE POLE WHICH IS ON TOP OF A LOW GRADE, 2
 BH0588'FT. S OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FT. ABOVE LEVEL OF
 BH0588'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0522 ***********************************************************************
 BH0522  DESIGNATION -  C 147
 BH0522  PID         -  BH0522
 BH0522  STATE/COUNTY-  MS/GEORGE
 BH0522  USGS QUAD   -  BENNDALE (1982)
 BH0522
 BH0522                         *CURRENT SURVEY CONTROL
 BH0522  ___________________________________________________________________
 BH0522* NAD 83(1986)-  30 48 40.     (N)    088 45 16.     (W)     SCALED    
 BH0522* NAVD 88     -        28.14   (+/-2cm)      92.3    (feet)  VERTCON   
 BH0522  ___________________________________________________________________
 BH0522  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0522
 BH0522.The horizontal coordinates were scaled from a topographic map and have
 BH0522.an estimated accuracy of +/- 6 seconds.
 BH0522
 BH0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0522.The vertical order pertains to the NGVD 29 superseded value.
 BH0522
 BH0522.The geoid height was determined by GEOID03.
 BH0522
 BH0522;                    North         East    Units  Estimated Accuracy
 BH0522;SPC MS E     -   145,340.      307,550.      MT  (+/- 180 meters Scaled)
 BH0522
 BH0522                          SUPERSEDED SURVEY CONTROL
 BH0522
 BH0522  NGVD 29 (??/??/??)   28.131  (m)           92.29   (f) ADJUSTED    2 0
 BH0522
 BH0522.Superseded values are not recommended for survey control.
 BH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0522.See file dsdata.txt to determine how the superseded data were derived.
 BH0522
 BH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV321099(NAD 83)
 BH0522_MARKER: DB = BENCH MARK DISK
 BH0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0522_STAMPING: C 147 1943
 BH0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0522+STABILITY: SURFACE MOTION
 BH0522
 BH0522  HISTORY     - Date     Condition        Report By
 BH0522  HISTORY     - 1943     MONUMENTED       CGS
 BH0522  HISTORY     - 1971     GOOD             MSHD
 BH0522
 BH0522                          STATION DESCRIPTION
 BH0522
 BH0522'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0522'12.5 MI SW FROM LUCEDALE.
 BH0522'THE MARK IS LOCATED 12.5 MILES SOUTHWEST OF LUCEDALE IN THE NORTH
 BH0522'ANGLE OF A T INTERSECTION, 5.1 MILES SOUTHEAST OF BENNDALE, 0.6 MILE
 BH0522'WEST OF THE WEST BANK OF THE PASCAGOULA RIVER.  IT IS 125 FEET EAST OF
 BH0522'THE CENTER OF A BLACK TOP ROAD, 32 FEET NORTHWEST OF THE CENTER OF A
 BH0522'GRAVEL ROAD, 30 FEET SOUTH OF THE CENTER OF AN ABANDONED ROAD, 6.5
 BH0522'FEET SOUTHEAST OF A POWER POLE WITH GUY WIRES, 1 FOOT NORTHEAST OF A
 BH0522'METAL WITNESS POST.  IT IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 BH0522'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD AND PROJECTS 4
 BH0522'INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BH0522'WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 BH0522'26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES
 BH0522'TO THE INTERSECTION OF STATE HIGHWAY 57 IN BENNDALE.  TURN LEFT AND
 BH0522'CONTINUE SOUTH ON STATE HIGHWAY 57 FOR 4.8 MILES TO A SIDE ROAD LEFT
 BH0522'AND A COUNTY BARN ON THE RIGHT.  TURN LEFT AND CONTINUE EAST ON A
 BH0522'BLACK TOP ROAD FOR 0.95 MILE TO A SIDE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0553 ***********************************************************************
 BH0553  DESIGNATION -  C 148
 BH0553  PID         -  BH0553
 BH0553  STATE/COUNTY-  MS/PERRY
 BH0553  USGS QUAD   -  AVENT (1982)
 BH0553
 BH0553                         *CURRENT SURVEY CONTROL
 BH0553  ___________________________________________________________________
 BH0553* NAD 83(1986)-  30 54 45.     (N)    088 52 01.     (W)     SCALED    
 BH0553* NAVD 88     -        50.78   (+/-2cm)     166.6    (feet)  VERTCON   
 BH0553  ___________________________________________________________________
 BH0553  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0553
 BH0553.The horizontal coordinates were scaled from a topographic map and have
 BH0553.an estimated accuracy of +/- 6 seconds.
 BH0553
 BH0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0553.The vertical order pertains to the NGVD 29 superseded value.
 BH0553
 BH0553.The geoid height was determined by GEOID03.
 BH0553
 BH0553;                    North         East    Units  Estimated Accuracy
 BH0553;SPC MS E     -   156,580.      296,790.      MT  (+/- 180 meters Scaled)
 BH0553
 BH0553                          SUPERSEDED SURVEY CONTROL
 BH0553
 BH0553  NGVD 29 (??/??/??)   50.774  (m)          166.58   (f) ADJUSTED    2 0
 BH0553
 BH0553.Superseded values are not recommended for survey control.
 BH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0553.See file dsdata.txt to determine how the superseded data were derived.
 BH0553
 BH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV215213(NAD 83)
 BH0553_MARKER: DB = BENCH MARK DISK
 BH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0553_STAMPING: C 148 1943
 BH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0553+STABILITY: SURFACE MOTION
 BH0553
 BH0553  HISTORY     - Date     Condition        Report By
 BH0553  HISTORY     - 1943     MONUMENTED       CGS
 BH0553  HISTORY     - 1966     GOOD             MSHD
 BH0553
 BH0553                          STATION DESCRIPTION
 BH0553
 BH0553'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0553'20.45 MI NW FROM LUCEDALE.
 BH0553'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0553'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0553'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0553'AND GO 0.2 MILES TO BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 6.05
 BH0553'MILES TO THE MARK ON THE RIGHT.  IT IS 28 FEET NORTH OF THE CENTER OF
 BH0553'THE BLACKTOP ROAD, 3 FEET NORTHEAST OF A 10 INCH PINE AND 1 FOOT NORTH
 BH0553'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0695 ***********************************************************************
 BV0695  DESIGNATION -  C 149
 BV0695  PID         -  BV0695
 BV0695  STATE/COUNTY-  MS/LAMAR
 BV0695  USGS QUAD   -  PURVIS (1982)
 BV0695
 BV0695                         *CURRENT SURVEY CONTROL
 BV0695  ___________________________________________________________________
 BV0695* NAD 83(1986)-  31 12 25.     (N)    089 23 13.     (W)     SCALED    
 BV0695* NAVD 88     -        70.38   (+/-2cm)     230.9    (feet)  VERTCON   
 BV0695  ___________________________________________________________________
 BV0695  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BV0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0695
 BV0695.The horizontal coordinates were scaled from a topographic map and have
 BV0695.an estimated accuracy of +/- 6 seconds.
 BV0695
 BV0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0695.The vertical order pertains to the NGVD 29 superseded value.
 BV0695
 BV0695.The geoid height was determined by GEOID03.
 BV0695
 BV0695;                    North         East    Units  Estimated Accuracy
 BV0695;SPC MS E     -   189,350.      247,250.      MT  (+/- 180 meters Scaled)
 BV0695
 BV0695                          SUPERSEDED SURVEY CONTROL
 BV0695
 BV0695  NGVD 29 (??/??/92)   70.402  (m)          230.98   (f) ADJ UNCH    2 0
 BV0695
 BV0695.Superseded values are not recommended for survey control.
 BV0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0695.See file dsdata.txt to determine how the superseded data were derived.
 BV0695
 BV0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV725549(NAD 83)
 BV0695_MARKER: DB = BENCH MARK DISK
 BV0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0695_STAMPING: C 149 1943 (230.977)
 BV0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0695+STABILITY: SURFACE MOTION
 BV0695
 BV0695  HISTORY     - Date     Condition        Report By
 BV0695  HISTORY     - 1943     MONUMENTED       CGS
 BV0695  HISTORY     - 1956     GOOD             NGS
 BV0695  HISTORY     - 1964     GOOD             NGS
 BV0695
 BV0695                          STATION DESCRIPTION
 BV0695
 BV0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0695'6.4 MI NW FROM PURVIS.
 BV0695'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 11 IN PURVIS GO NORTH FOR
 BV0695'5.1 MILES ON U.S. HIGHWAY 11 TO A CROSSROAD, TURN LEFT, WEST, AND GO
 BV0695'1.3 MILES TO THE RAILROAD TRACKS AND THE MARK ON THE RIGHT.  IT IS
 BV0695'37.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 24 FEET WEST OF THE
 BV0695'WEST RAIL OF THE SIDE TRACK, 54 FEET NORTH OF THE CENTER OF THE ROAD,
 BV0695'14 FEET NORTH OF A TELEPHONE POLE, 33 FEET NORTHWEST OF A DERAIL AND
 BV0695'IN LINE WITH A ROW OF POLES.  IT IS A STANDARD DISK SET IN THE TOP OF
 BV0695'A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL
 BV0695'OF THE TRACKS.
 BV0695
 BV0695                          STATION RECOVERY (1964)
 BV0695
 BV0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0455 ***********************************************************************
 BH0455  DESIGNATION -  C 15 RESET 1936
 BH0455  PID         -  BH0455
 BH0455  STATE/COUNTY-  MS/GEORGE
 BH0455  USGS QUAD   -  LUCEDALE (1982)
 BH0455
 BH0455                         *CURRENT SURVEY CONTROL
 BH0455  ___________________________________________________________________
 BH0455* NAD 83(1993)-  30 55 38.51312(N)    088 35 26.50119(W)     ADJUSTED  
 BH0455* NAVD 88     -        85.292  (meters)     279.83   (feet)  ADJUSTED  
 BH0455  ___________________________________________________________________
 BH0455  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BH0455  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH0455  DYNAMIC HT  -          85.181 (meters)     279.46  (feet)  COMP
 BH0455  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BH0455
 BH0455  HORZ ORDER  -  SECOND
 BH0455  VERT ORDER  -  SECOND    CLASS II
 BH0455
 BH0455.The horizontal coordinates were established by classical geodetic methods
 BH0455.and adjusted by the National Geodetic Survey in May 1994.
 BH0455
 BH0455.The orthometric height was determined by differential leveling
 BH0455.and adjusted in May 1996.
 BH0455
 BH0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0455
 BH0455.The geoid height was determined by GEOID03.
 BH0455
 BH0455.The dynamic height is computed by dividing the NAVD 88
 BH0455.geopotential number by the normal gravity value computed on the
 BH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0455.degrees latitude (g = 980.6199 gals.).
 BH0455
 BH0455.The modeled gravity was interpolated from observed gravity values.
 BH0455
 BH0455;                    North         East     Units Scale Factor Converg.
 BH0455;SPC MS E     -   158,249.386   323,189.436   MT  0.99995663   +0 07 28.9
 BH0455;SPC MS E     -   519,189.86  1,060,330.67   sFT  0.99995663   +0 07 28.9
 BH0455;UTM  16      - 3,422,636.637   348,018.375   MT  0.99988493   -0 49 03.7
 BH0455
 BH0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0455!SPC MS E     -   0.99999108  x   0.99995663  =   0.99994771
 BH0455!UTM  16      -   0.99999108  x   0.99988493  =   0.99987601
 BH0455
 BH0455                          SUPERSEDED SURVEY CONTROL
 BH0455
 BH0455  NAD 83(1993)-  30 55 38.52016(N)    088 35 26.49925(W) AD(       ) 2
 BH0455  NAD 83(1986)-  30 55 38.53023(N)    088 35 26.50241(W) AD(       ) 2
 BH0455  NAD 27      -  30 55 37.86200(N)    088 35 26.41600(W) AD(       ) 2
 BH0455  NGVD 29 (??/??/??)   85.280  (m)          279.79   (f) ADJUSTED    2 2
 BH0455
 BH0455.Superseded values are not recommended for survey control.
 BH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0455.See file dsdata.txt to determine how the superseded data were derived.
 BH0455
 BH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4801822637(NAD 83)
 BH0455_MARKER: DB = BENCH MARK DISK
 BH0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0455_STAMPING: C 15 RESET 1936
 BH0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0455+STABILITY: SURFACE MOTION
 BH0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0455+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH0455
 BH0455  HISTORY     - Date     Condition        Report By
 BH0455  HISTORY     - 1942     MONUMENTED       CGS
 BH0455  HISTORY     - 1971     GOOD             MSHD
 BH0455  HISTORY     - 1976     GOOD             MSHD
 BH0455  HISTORY     - 20040219 GOOD             USPSQD
 BH0455  HISTORY     - 20050317 GOOD             USPSQD
 BH0455  HISTORY     - 20080201 GOOD             MSDOT
 BH0455  HISTORY     - 20080418 GOOD             MSDOT
 BH0455
 BH0455                          STATION DESCRIPTION
 BH0455
 BH0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BH0455'SEE STATION TOWN
 BH0455
 BH0455                          STATION RECOVERY (1971)
 BH0455
 BH0455'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0455'0.1 MI N FROM LUCEDALE.
 BH0455'THE MARK IS LOCATED 0.1 MILE NORTH OF LUCEDALE NEAR THE PROPERTY OF
 BH0455'MR. D. MASON, IN THE SOUTHWEST 1/4 OF SECTION 28, T 1S, R 6W.  IT IS
 BH0455'32 FEET WEST OF THE CENTER OF LAMAR STREET, 25.5 FEET SOUTH OF THE END
 BH0455'OF A SIDEWALK, 38 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 BH0455'FRAME HOUSE WITH A SCREENED IN PORCH, 44 FEET NORTH OF A FIRE PLUG,
 BH0455'62.5 FEET WEST-NORTHWEST OF POLE NO. 306, 108 FEET SOUTH OF THE CENTER
 BH0455'OF A STREET ON THE SOUTH SIDE OF A POWER SUB-STATION, 4 FEET NORTH OF
 BH0455'THE PROJECTED PLANE OF THE SOUTH WALL OF THE AMERICAN LEGION BUILDING,
 BH0455'1 FOOT EAST OF THE EAST EDGE OF A WALK, 1 FOOT WEST OF A RETAINER
 BH0455'WALL.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 3
 BH0455'FEET ABOVE THE LEVEL OF THE STREET AND IS FLUSH WITH THE GROUND. TO
 BH0455'REACH THE MARK FROM THE FIRST NATIONAL BANK ON THE CORNER OF U.S.
 BH0455'HIGHWAY 98 AND SUMMER STREET IN LUCEDALE GO NORTH ON SUMMER STREET FOR
 BH0455'0.1 MILE TO THE AMERICAN LEGION HUT ON THE RIGHT AND THE MARK ON THE
 BH0455'LEFT.
 BH0455
 BH0455                          STATION RECOVERY (1976)
 BH0455
 BH0455'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH0455'RECOVERED IN GOOD CONDITION.
 BH0455
 BH0455                          STATION RECOVERY (2004)
 BH0455
 BH0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH0455'DELETE SCREENED IN PORCH,44 FEET NORTH OF A FIRE PLUG,CORRECT CENTER
 BH0455'OF A STREET  TO READ
 BH0455'CENTER OF PINE STREET, THE AMERICAN LEGION HUT HAS BEEN REPLACED WITH
 BH0455'A NEW STRUCTURE AS
 BH0455'OF THIS DAY.
 BH0455
 BH0455                          STATION RECOVERY (2005)
 BH0455
 BH0455'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH0455'RECOVERED IN GOOD CONDITION.
 BH0455
 BH0455                          STATION RECOVERY (2008)
 BH0455
 BH0455'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BH0455'RECOVERED IN GOOD CONDITION.
 BH0455
 BH0455                          STATION RECOVERY (2008)
 BH0455
 BH0455'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0455'CHANGES IN THE PREVIOUS DESCRIPTIONS ARE AS FOLLOWS.  U.S. HWY. 98 IS
 BH0455'NOW MAIN STREET OR HWY. 198, SUMMER STREET OR LAMAR STREET IS NOW
 BH0455'BEAVERDAM ROAD, AND THE FIRST NATIONAL BANK IS NOW COMMUNITY BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0963 ***********************************************************************
 BV0963  DESIGNATION -  C 150
 BV0963  PID         -  BV0963
 BV0963  STATE/COUNTY-  MS/LAMAR
 BV0963  USGS QUAD   -  BAXTERVILLE (1982)
 BV0963
 BV0963                         *CURRENT SURVEY CONTROL
 BV0963  ___________________________________________________________________
 BV0963* NAD 83(1986)-  31 05 16.     (N)    089 35 46.     (W)     SCALED    
 BV0963* NAVD 88     -       124.18   (+/-2cm)     407.4    (feet)  VERTCON   
 BV0963  ___________________________________________________________________
 BV0963  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV0963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0963
 BV0963.The horizontal coordinates were scaled from a topographic map and have
 BV0963.an estimated accuracy of +/- 6 seconds.
 BV0963
 BV0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0963.The vertical order pertains to the NGVD 29 superseded value.
 BV0963
 BV0963.The geoid height was determined by GEOID03.
 BV0963
 BV0963;                    North         East    Units  Estimated Accuracy
 BV0963;SPC MS E     -   176,260.      227,220.      MT  (+/- 180 meters Scaled)
 BV0963
 BV0963                          SUPERSEDED SURVEY CONTROL
 BV0963
 BV0963  NGVD 29 (??/??/92)  124.21   (m)          407.5    (f) COMPUTED    2 0
 BV0963
 BV0963.Superseded values are not recommended for survey control.
 BV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0963.See file dsdata.txt to determine how the superseded data were derived.
 BV0963
 BV0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV523422(NAD 83)
 BV0963_MARKER: DB = BENCH MARK DISK
 BV0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0963_SP_SET: BUILDING
 BV0963_STAMPING: C 150 1943
 BV0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0963
 BV0963  HISTORY     - Date     Condition        Report By
 BV0963  HISTORY     - 1943     MONUMENTED       CGS
 BV0963  HISTORY     - 1964     GOOD             MSHD
 BV0963
 BV0963                          STATION DESCRIPTION
 BV0963
 BV0963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0963'IN BAXTERVILLE.
 BV0963'THE MARK IS LOCATED AT BAXTERVILLE, 0.2 MILE NORTHWEST ALONG DIRT ROAD
 BV0963'TO STATE HIGHWAY 13, FROM THE SCHOOL HOUSE IN BAXERVILLE, THENCE WEST
 BV0963'ALONG STATE HIGHWAY 13 FOR 0.25 MILE TO THE MARK ON THE LEFT. IT IS
 BV0963'LOCATED IN THE CENTER OF TOWN IN A BRICK BUILDING THAT IS USED AS A
 BV0963'WAREHOUSE, ACROSS THE STREET FROM THE POST OFFICE.  THE MARK IS A DISK
 BV0963'SET VERTICALLY IN CEMENT IN A DRILLED HOLE.  IT IS 36 FEET SOUTHWEST
 BV0963'OF THE CENTER OF THE STREET, 3 FEET SOUTH OF THE NORTHEAST CORNER OF
 BV0963'OF THE BRICK BUILDING, 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0317 ***********************************************************************
 BV0317  DESIGNATION -  C 152
 BV0317  PID         -  BV0317
 BV0317  STATE/COUNTY-  MS/PERRY
 BV0317  USGS QUAD   -  RICHTON (1964)
 BV0317
 BV0317                         *CURRENT SURVEY CONTROL
 BV0317  ___________________________________________________________________
 BV0317* NAD 83(1986)-  31 22 04.     (N)    088 56 07.     (W)     SCALED    
 BV0317* NAVD 88     -        54.497  (meters)     178.80   (feet)  ADJUSTED  
 BV0317  ___________________________________________________________________
 BV0317  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BV0317  DYNAMIC HT  -          54.431 (meters)     178.58  (feet)  COMP
 BV0317  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BV0317
 BV0317  VERT ORDER  -  SECOND    CLASS 0
 BV0317
 BV0317.The horizontal coordinates were scaled from a topographic map and have
 BV0317.an estimated accuracy of +/- 6 seconds.
 BV0317
 BV0317.The orthometric height was determined by differential leveling
 BV0317.and adjusted in May 1996.
 BV0317
 BV0317.The geoid height was determined by GEOID03.
 BV0317
 BV0317.The dynamic height is computed by dividing the NAVD 88
 BV0317.geopotential number by the normal gravity value computed on the
 BV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0317.degrees latitude (g = 980.6199 gals.).
 BV0317
 BV0317.The modeled gravity was interpolated from observed gravity values.
 BV0317
 BV0317;                    North         East    Units  Estimated Accuracy
 BV0317;SPC MS E     -   207,060.      290,300.      MT  (+/- 180 meters Scaled)
 BV0317
 BV0317                          SUPERSEDED SURVEY CONTROL
 BV0317
 BV0317  NGVD 29 (??/??/92)   54.74   (m)          179.6    (f) COMPUTED    2 0
 BV0317
 BV0317.Superseded values are not recommended for survey control.
 BV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0317.See file dsdata.txt to determine how the superseded data were derived.
 BV0317
 BV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV159719(NAD 83)
 BV0317_MARKER: DB = BENCH MARK DISK
 BV0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0317_SP_SET: CONCRETE POST
 BV0317_STAMPING: C 152 1943
 BV0317_MARK LOGO: CGS   
 BV0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0317+STABILITY: SURFACE MOTION
 BV0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0317+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1987
 BV0317
 BV0317  HISTORY     - Date     Condition        Report By
 BV0317  HISTORY     - 1943     MONUMENTED       CGS
 BV0317  HISTORY     - 1964     GOOD             NGS
 BV0317  HISTORY     - 19870218 GOOD             MSHD
 BV0317
 BV0317                          STATION DESCRIPTION
 BV0317
 BV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0317'1.2 MI N FROM RICHTON.
 BV0317'1.2 MILES NORTH ALONG STATE HIGHWAY NO. 15 FROM THE POST OFFICE AT
 BV0317'RICHTON.  SET AT THE INTERSECTION OF A DRIVEWAY LEADING EAST TO A
 BV0317'1-STORY FARM HOUSE.  51 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY,
 BV0317'34 FEET SOUTH OF THE CENTER-LINE OF THE DRIVEWAY, 12 FEET SOUTH OF THE
 BV0317'NORTHWEST CORNER FENCE POST, 2.1 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 BV0317'1.4 FEET WEST OF THE REFERENCE POST.
 BV0317
 BV0317                          STATION RECOVERY (1964)
 BV0317
 BV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0317'RECOVERED IN GOOD CONDITION.
 BV0317
 BV0317                          STATION RECOVERY (1987)
 BV0317
 BV0317'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0317'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0317'MARK IS LOCATED 2.01 KM (1.25 MI) NORTH OF RICHTON ON THE EAST R.O.W.
 BV0317'OF STATE HIGHWAY 15 IN SECTION 30, T5N, R9W.  TO REACH FROM THE POST
 BV0317'OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR 2.01 KM (1.25 MI)
 BV0317'TO THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD LEFT.  MARK IS A
 BV0317'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST.  IT IS 31.70 M
 BV0317'(104.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 4X3 FT BOX CULVERT,
 BV0317'28.96 M (95.0 FT) EAST OF A POWERPOLE WITH TRANSFORMER, 15.54 M
 BV0317'(51.0 FT) EAST CENTER HIGHWAY 15, 2.74 M (9.0 FT) SOUTH OF A 18 INCH
 BV0317'PINE TREE, 2.13 M (7.0 FT) NORTH OF A 15 INCH PINE TREE, 0.76 M
 BV0317'(2.5 FT) NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF A WHITE
 BV0317'BRICK HOUSE, 0.30 M (1.0 FT) EAST OF A CARSONITE WITNESS POST,
 BV0317'PROJECTING 5 INCHES AND ABOUT 0.90 M (3.0 FT) BELOW THE LEVEL OF
 BV0317'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0806 ***********************************************************************
 BH0806  DESIGNATION -  C 153
 BH0806  PID         -  BH0806
 BH0806  STATE/COUNTY-  MS/HANCOCK
 BH0806  USGS QUAD   -  NECAISE (1982)
 BH0806
 BH0806                         *CURRENT SURVEY CONTROL
 BH0806  ___________________________________________________________________
 BH0806* NAD 83(1986)-  30 34 59.     (N)    089 28 04.     (W)     SCALED    
 BH0806* NAVD 88     -        39.53   (+/-2cm)     129.7    (feet)  VERTCON   
 BH0806  ___________________________________________________________________
 BH0806  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BH0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0806
 BH0806.The horizontal coordinates were scaled from a topographic map and have
 BH0806.an estimated accuracy of +/- 6 seconds.
 BH0806
 BH0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0806.The vertical order pertains to the NGVD 29 superseded value.
 BH0806
 BH0806.The geoid height was determined by GEOID03.
 BH0806
 BH0806;                    North         East    Units  Estimated Accuracy
 BH0806;SPC MS E     -   120,230.      239,150.      MT  (+/- 180 meters Scaled)
 BH0806
 BH0806                          SUPERSEDED SURVEY CONTROL
 BH0806
 BH0806  NGVD 29 (??/??/??)   39.590  (m)          129.89   (f) ADJUSTED    2 0
 BH0806
 BH0806.Superseded values are not recommended for survey control.
 BH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0806.See file dsdata.txt to determine how the superseded data were derived.
 BH0806
 BH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU633859(NAD 83)
 BH0806_MARKER: DB = BENCH MARK DISK
 BH0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0806+STABILITY: SURFACE MOTION
 BH0806
 BH0806  HISTORY     - Date     Condition        Report By
 BH0806  HISTORY     - UNK      MONUMENTED       CGS
 BH0806  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH0806  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0806
 BH0806                          STATION DESCRIPTION
 BH0806
 BH0806'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0806'4.55 MI SW FROM NECAISE.
 BH0806'NOTE-- MEASUREMENTS INDICATE THAT THE MARK WAS DESTROYED WHEN THE ROAD
 BH0806'WAS WIDENED. THE MARK IS LOCATED ABOUT 0.55 MILES SOUTHWEST ALONG
 BH0806'STATE HIGHWAY 603 FROM THE JUNCTION OF STATE HIGHWAY 53 AT NECAISE,
 BH0806'THENCE 3.8 MILES SOUTHWEST ALONG A GRADED ROAD, 4.7 MILES EAST ALONG
 BH0806'THE GRADED ROAD FROM THE UNION BAPTIST CHURCH AT CAESAR, NORTH AND
 BH0806'ACROSS THE ROAD FROM A SMALL WHITE HOUSE, 18 FEET NORTH OF THE CENTER
 BH0806'LINE OF THE ROAD, 161 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER
 BH0806'POLE WITH TRANSFORMER AND BRANCH TO HOUSE, 82 FEET NORTH-NORTHWEST
 BH0806'ACROSS ROAD FROM NORTHWEST CORNER OF THE HOUSE, 57 FEET WEST OF THE
 BH0806'CENTER OF A GATE, 3 FEET SOUTHWEST OF A 6 INCH TUNG TREE, ABOUT LEVEL
 BH0806'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST ABOUT 1 INCH UNDER
 BH0806'GROUND.
 BH0806
 BH0806                          STATION RECOVERY (1979)
 BH0806
 BH0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0779 ***********************************************************************
 BH0779  DESIGNATION -  C 154
 BH0779  PID         -  BH0779
 BH0779  STATE/COUNTY-  MS/PEARL RIVER
 BH0779  USGS QUAD   -  SAVANNAH (1982)
 BH0779
 BH0779                         *CURRENT SURVEY CONTROL
 BH0779  ___________________________________________________________________
 BH0779* NAD 83(1986)-  30 39 25.     (N)    089 25 48.     (W)     SCALED    
 BH0779* NAVD 88     -        68.38   (+/-2cm)     224.3    (feet)  VERTCON   
 BH0779  ___________________________________________________________________
 BH0779  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BH0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0779
 BH0779.The horizontal coordinates were scaled from a topographic map and have
 BH0779.an estimated accuracy of +/- 6 seconds.
 BH0779
 BH0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0779.The vertical order pertains to the NGVD 29 superseded value.
 BH0779
 BH0779.The geoid height was determined by GEOID03.
 BH0779
 BH0779;                    North         East    Units  Estimated Accuracy
 BH0779;SPC MS E     -   128,400.      242,820.      MT  (+/- 180 meters Scaled)
 BH0779
 BH0779                          SUPERSEDED SURVEY CONTROL
 BH0779
 BH0779  NGVD 29 (??/??/??)   68.429  (m)          224.50   (f) ADJUSTED    2 0
 BH0779
 BH0779.Superseded values are not recommended for survey control.
 BH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0779.See file dsdata.txt to determine how the superseded data were derived.
 BH0779
 BH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU671941(NAD 83)
 BH0779_MARKER: DB = BENCH MARK DISK
 BH0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0779_STAMPING: C 154 1943
 BH0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0779+STABILITY: SURFACE MOTION
 BH0779
 BH0779  HISTORY     - Date     Condition        Report By
 BH0779  HISTORY     - 1943     MONUMENTED       CGS
 BH0779  HISTORY     - 1971     GOOD             MSHD
 BH0779  HISTORY     - 1981     MARK NOT FOUND   USGS
 BH0779
 BH0779                          STATION DESCRIPTION
 BH0779
 BH0779'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0779'14.2 MI SE FROM POPLARVILLE.
 BH0779'THE MARK IS LOCATED 14.2 MILES SOUTHEAST OF POPLARVILLE ON THE WEST
 BH0779'R.O.W. OF THE OLD HIGHWAY, 6.5 MILES SOUTHEAST OF THE COMMUNITY OF
 BH0779'SAVANNAH, 0.6 MILES SOUTH OF THE STEEP HOLLOW BAPTIST CHURCH IN THE
 BH0779'NORTHEAST 1/4 OF SECTION 31, T4S, R14W.  IT IS 28 FEET SOUTHWEST OF
 BH0779'THE CENTER OF A GRAVEL ROAD, 97 FEET EAST OF THE NORTHEAST CORNER OF
 BH0779'THE PORCH OF A FRAME HOUSE, 30 FEET SOUTHEAST OF THE EAST END OF A
 BH0779'CIRCULAR DRIVEWAY, 87.5 FEET NORTHEAST OF A 36-INCH OAK, 111 FEET
 BH0779'SOUTHEAST OF A POWER POLE, 7 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT
 BH0779'SOUTHEAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 6-INCH
 BH0779'SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND
 BH0779'PROJECTS 6 INCHES.  TO REACH THE MARK FROM THE PEARL RIVER COUNTY
 BH0779'COURTHOUSE IN POPLARVILLE GO SOUTH ON STATE HIGHWAY 53 AND 26 FOR 0.65
 BH0779'MILE TO THE JUNCTION OF STATE HIGHWAY 26.  CONTINUE SOUTHEAST ON STATE
 BH0779'HIGHWAY 53 FOR 2.05 MILES TO INTERSTATE HIGHWAY 59.  CONTINUE
 BH0779'SOUTHEAST ON STATE HIGHWAY 53 FOR 5.5 MILES TO A FORK.  TAKE THE LEFT
 BH0779'FORK AND CONTINUE SOUTHEAST ON STATE HIGHWAY 53 FOR 6.65 MILES TO A
 BH0779'CROSSROAD.  CONTINUE SOUTH ON STATE HIGHWAY 53.
 BH0779
 BH0779                          STATION RECOVERY (1981)
 BH0779
 BH0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BH0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0726 ***********************************************************************
 EG0726  DESIGNATION -  C 155 USE
 EG0726  PID         -  EG0726
 EG0726  STATE/COUNTY-  MS/LEE
 EG0726  USGS QUAD   -  MOOREVILLE (1973)
 EG0726
 EG0726                         *CURRENT SURVEY CONTROL
 EG0726  ___________________________________________________________________
 EG0726* NAD 83(1986)-  34 16 00.     (N)    088 34 25.     (W)     SCALED    
 EG0726* NAVD 88     -       118.076  (meters)     387.39   (feet)  ADJUSTED  
 EG0726  ___________________________________________________________________
 EG0726  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0726  DYNAMIC HT  -         117.957 (meters)     387.00  (feet)  COMP
 EG0726  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 EG0726
 EG0726  VERT ORDER  -  SECOND    CLASS 0
 EG0726
 EG0726.The horizontal coordinates were scaled from a topographic map and have
 EG0726.an estimated accuracy of +/- 6 seconds.
 EG0726
 EG0726.The orthometric height was determined by differential leveling
 EG0726.and adjusted in June 1991.
 EG0726
 EG0726.The geoid height was determined by GEOID03.
 EG0726
 EG0726.The dynamic height is computed by dividing the NAVD 88
 EG0726.geopotential number by the normal gravity value computed on the
 EG0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0726.degrees latitude (g = 980.6199 gals.).
 EG0726
 EG0726.The modeled gravity was interpolated from observed gravity values.
 EG0726
 EG0726;                    North         East    Units  Estimated Accuracy
 EG0726;SPC MS E     -   528,560.      323,920.      MT  (+/- 180 meters Scaled)
 EG0726
 EG0726                          SUPERSEDED SURVEY CONTROL
 EG0726
 EG0726  NGVD 29 (??/??/92)  117.993  (m)          387.12   (f) ADJ UNCH    2 0
 EG0726
 EG0726.Superseded values are not recommended for survey control.
 EG0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0726.See file dsdata.txt to determine how the superseded data were derived.
 EG0726
 EG0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC551928(NAD 83)
 EG0726_MARKER: DD = SURVEY DISK
 EG0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0726+STABILITY: SURFACE MOTION
 EG0726
 EG0726  HISTORY     - Date     Condition        Report By
 EG0726  HISTORY     - UNK      MONUMENTED       DOD
 EG0726  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0726
 EG0726                          STATION DESCRIPTION
 EG0726
 EG0726'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0726'0.2 MI E FROM MOOREVILLE.
 EG0726'ABOUT 0.2 MILE EAST ALONG U. S. HIGHWAY 78 FROM THE POST OFFICE AT
 EG0726'MOOREVILLE, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 EG0726'WEST OF THE CENTERLINE OF A DRIVEWAY, 17 FEET SOUTH OF A FENCE LINE, 2
 EG0726'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A USE BRONZE DISK, SET IN
 EG0726'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0597 ***********************************************************************
 BV0597  DESIGNATION -  C 156
 BV0597  PID         -  BV0597
 BV0597  STATE/COUNTY-  MS/FORREST
 BV0597  USGS QUAD   -  BARRONTOWN (1985)
 BV0597
 BV0597                         *CURRENT SURVEY CONTROL
 BV0597  ___________________________________________________________________
 BV0597* NAD 83(1986)-  31 23 00.     (N)    089 09 40.     (W)     SCALED    
 BV0597* NAVD 88     -        72.66   (+/-2cm)     238.4    (feet)  VERTCON   
 BV0597  ___________________________________________________________________
 BV0597  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BV0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0597
 BV0597.The horizontal coordinates were scaled from a topographic map and have
 BV0597.an estimated accuracy of +/- 6 seconds.
 BV0597
 BV0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0597.The vertical order pertains to the NGVD 29 superseded value.
 BV0597
 BV0597.The geoid height was determined by GEOID03.
 BV0597
 BV0597;                    North         East    Units  Estimated Accuracy
 BV0597;SPC MS E     -   208,820.      268,820.      MT  (+/- 180 meters Scaled)
 BV0597
 BV0597                          SUPERSEDED SURVEY CONTROL
 BV0597
 BV0597  NGVD 29 (??/??/92)   72.671  (m)          238.42   (f) ADJ UNCH    2 0
 BV0597
 BV0597.Superseded values are not recommended for survey control.
 BV0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0597.See file dsdata.txt to determine how the superseded data were derived.
 BV0597
 BV0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV944741(NAD 83)
 BV0597_MARKER: DB = BENCH MARK DISK
 BV0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0597_STAMPING: C 156 1943
 BV0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0597+STABILITY: SURFACE MOTION
 BV0597
 BV0597  HISTORY     - Date     Condition        Report By
 BV0597  HISTORY     - 1943     MONUMENTED       CGS
 BV0597  HISTORY     - 1957     GOOD             NGS
 BV0597  HISTORY     - 1964     GOOD             NGS
 BV0597  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0597
 BV0597                          STATION DESCRIPTION
 BV0597
 BV0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0597'3.6 MI NW FROM RUNNELSTOWN.
 BV0597'LOCATED 0.2 MILE WEST ALONG STATE HIGHWAY 42 FROM THE RUNNELSTOWN HIGH
 BV0597'SCHOOL IN RUNNELSTOWN, THENCE NORTHWEST ALONG BLACK TOP ROAD FOR 3.4
 BV0597'MILES TO THE JUNCTION WITH A SIDE ROAD LEADING NORTH AND THE MARK IN
 BV0597'THE NORTHWEST ANGLE.  IT IS 37 FEET NORTH OF THE CENTERLINE OF THE
 BV0597'ROAD, 55 FEET WEST OF THE CENTER OF THE ROAD LEADING NORTH, 12 FEET
 BV0597'NORTH OF TELEPHONE POLE NO. 108, 66 FEET NORTH OF A POWER POLE, AND 38
 BV0597'FEET EAST-SOUTHEAST OF A 24-INCH OAK TREE NEAR THE DITCH OF THE ROAD.
 BV0597'IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 BV0597'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0597
 BV0597                          STATION RECOVERY (1964)
 BV0597
 BV0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0597'RECOVERED IN GOOD CONDITION.
 BV0597
 BV0597                          STATION RECOVERY (2000)
 BV0597
 BV0597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0597'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0568 ***********************************************************************
 BV0568  DESIGNATION -  C 158
 BV0568  PID         -  BV0568
 BV0568  STATE/COUNTY-  MS/PERRY
 BV0568  USGS QUAD   -  OVETT SE (1985)
 BV0568
 BV0568                         *CURRENT SURVEY CONTROL
 BV0568  ___________________________________________________________________
 BV0568* NAD 83(1986)-  31 19 55.     (N)    089 06 14.     (W)     SCALED    
 BV0568* NAVD 88     -        40.59   (+/-2cm)     133.2    (feet)  VERTCON   
 BV0568  ___________________________________________________________________
 BV0568  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BV0568  VERT ORDER  -  THIRD (See Below)
 BV0568
 BV0568.The horizontal coordinates were scaled from a topographic map and have
 BV0568.an estimated accuracy of +/- 6 seconds.
 BV0568
 BV0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0568.The vertical order pertains to the NGVD 29 superseded value.
 BV0568
 BV0568.The geoid height was determined by GEOID03.
 BV0568
 BV0568;                    North         East    Units  Estimated Accuracy
 BV0568;SPC MS E     -   203,110.      274,250.      MT  (+/- 180 meters Scaled)
 BV0568
 BV0568                          SUPERSEDED SURVEY CONTROL
 BV0568
 BV0568  NGVD 29 (??/??/??)   40.60   (m)          133.2    (f) RESET       3  
 BV0568
 BV0568.Superseded values are not recommended for survey control.
 BV0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0568.See file dsdata.txt to determine how the superseded data were derived.
 BV0568
 BV0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV998683(NAD 83)
 BV0568_MARKER: DB = BENCH MARK DISK
 BV0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0568_STAMPING: C 158 1943
 BV0568_MARK LOGO: CGS   
 BV0568_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0568+STABILITY: SURFACE MOTION
 BV0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0568+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0568
 BV0568  HISTORY     - Date     Condition        Report By
 BV0568  HISTORY     - 1943     MONUMENTED       CGS
 BV0568  HISTORY     - 1957     GOOD             NGS
 BV0568  HISTORY     - 20000301 GOOD             NGS
 BV0568
 BV0568                          STATION DESCRIPTION
 BV0568
 BV0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0568'3.05 MI S FROM RUNNELSTOWN.
 BV0568'LOCATED 3.05 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION WITH
 BV0568'STATE HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, IN THE NORTHWEST
 BV0568'CORNER OF THE FRONT YARD OF THE HOUSE OWNED BY MR. D. H. CARTER. IT IS
 BV0568'31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF A
 BV0568'FENCE CORNER, 135 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CARTER
 BV0568'HOUSE, 4 FEET SOUTHWEST OF A FENCE LINE AND 75 FEET NORTH OF THE
 BV0568'CENTER OF THE DRIVEWAY.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0568'PRECAST CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE
 BV0568'ROAD.
 BV0568
 BV0568                          STATION RECOVERY (2000)
 BV0568
 BV0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0568'RECOVERED AS UPDATED.  THE MARK IS 48 FT (14.6 M) FT EAST OF THE
 BV0568'CENTER OF HWY 29, 96 FT (29.3 M) SSW OF A WOODEN POWER POLE WITH A
 BV0568'TRANSFORMER, AND 1 FT (0.3 M) EAST OF A STEEL WITNESS POST.  THE FENCE
 BV0568'IS GONE.  THE MONUMENT PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0569 ***********************************************************************
 BV0569  DESIGNATION -  C 158 RESET 1958
 BV0569  PID         -  BV0569
 BV0569  STATE/COUNTY-  MS/PERRY
 BV0569  USGS QUAD   -  OVETT SE (1985)
 BV0569
 BV0569                         *CURRENT SURVEY CONTROL
 BV0569  ___________________________________________________________________
 BV0569* NAD 83(1986)-  31 19 55.     (N)    089 06 14.     (W)     SCALED    
 BV0569* NAVD 88     -        44.65   (+/-2cm)     146.5    (feet)  VERTCON   
 BV0569  ___________________________________________________________________
 BV0569  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BV0569  VERT ORDER  -  THIRD (See Below)
 BV0569
 BV0569.The horizontal coordinates were scaled from a topographic map and have
 BV0569.an estimated accuracy of +/- 6 seconds.
 BV0569
 BV0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0569.The vertical order pertains to the NGVD 29 superseded value.
 BV0569
 BV0569.The geoid height was determined by GEOID03.
 BV0569
 BV0569;                    North         East    Units  Estimated Accuracy
 BV0569;SPC MS E     -   203,110.      274,250.      MT  (+/- 180 meters Scaled)
 BV0569
 BV0569                          SUPERSEDED SURVEY CONTROL
 BV0569
 BV0569  NGVD 29 (08/12/04)   44.66   (m)          146.5    (f) RESET       3  
 BV0569
 BV0569.Superseded values are not recommended for survey control.
 BV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0569.See file dsdata.txt to determine how the superseded data were derived.
 BV0569
 BV0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV998683(NAD 83)
 BV0569_MARKER: DB = BENCH MARK DISK
 BV0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0569_STAMPING: C 158 RESET 1958
 BV0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0569+STABILITY: SURFACE MOTION
 BV0569
 BV0569  HISTORY     - Date     Condition        Report By
 BV0569  HISTORY     - 1958     MONUMENTED       CGS
 BV0569
 BV0569                          STATION DESCRIPTION
 BV0569
 BV0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BV0569'3.05 MI S FROM RUNNELSTOWN.
 BV0569'3.05 MILES SOUTH ALONG STATE HIGHWAY 29 FROM ITS JUNCTION WITH STATE
 BV0569'HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, IN THE NORTHWEST CORNER
 BV0569'OF THE FRONT YARD OF THE HOUSE OWNED BY MR. D. H. CARTER, 52 FEET EAST
 BV0569'OF THE CENTERLINE OF STATE HIGHWAY 29, 135 FEET NORTHWEST OF THE
 BV0569'NORTHWEST CORNER OF THE CARTER HOUSE, 75 FEET NORTH OF THE NORTH
 BV0569'DRIVEWAY LEADING TO THE CARTER HOUSE, 96 FEET SOUTHWEST OF A FENCE
 BV0569'LINE, 98 FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND 61
 BV0569'FEET WEST OF A POWER POLE WITH WIRES LEADING TO THE CARTER HOUSE. THE
 BV0569'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4
 BV0569'INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0743 ***********************************************************************
 BV0743  DESIGNATION -  C 16
 BV0743  PID         -  BV0743
 BV0743  STATE/COUNTY-  MS/FORREST
 BV0743  USGS QUAD   -  MC LAURIN (1983)
 BV0743
 BV0743                         *CURRENT SURVEY CONTROL
 BV0743  ___________________________________________________________________
 BV0743* NAD 83(1986)-  31 14 25.     (N)    089 14 52.     (W)     SCALED    
 BV0743* NAVD 88     -        49.92   (+/-2cm)     163.8    (feet)  VERTCON   
 BV0743  ___________________________________________________________________
 BV0743  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BV0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0743
 BV0743.The horizontal coordinates were scaled from a topographic map and have
 BV0743.an estimated accuracy of +/- 6 seconds.
 BV0743
 BV0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0743.The vertical order pertains to the NGVD 29 superseded value.
 BV0743
 BV0743.The geoid height was determined by GEOID03.
 BV0743
 BV0743;                    North         East    Units  Estimated Accuracy
 BV0743;SPC MS E     -   192,990.      260,520.      MT  (+/- 180 meters Scaled)
 BV0743
 BV0743                          SUPERSEDED SURVEY CONTROL
 BV0743
 BV0743  NGVD 29 (??/??/92)   49.940  (m)          163.84   (f) ADJ UNCH    2 0
 BV0743
 BV0743.Superseded values are not recommended for survey control.
 BV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0743.See file dsdata.txt to determine how the superseded data were derived.
 BV0743
 BV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV859584(NAD 83)
 BV0743_MARKER: DB = BENCH MARK DISK
 BV0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0743_STAMPING: C 16 1934
 BV0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0743+STABILITY: SURFACE MOTION
 BV0743
 BV0743  HISTORY     - Date     Condition        Report By
 BV0743  HISTORY     - 1934     MONUMENTED       CGS
 BV0743  HISTORY     - 1955     GOOD             NGS
 BV0743  HISTORY     - 1964     GOOD             NGS
 BV0743  HISTORY     - 1978     GOOD             NGS
 BV0743  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0743
 BV0743                          STATION DESCRIPTION
 BV0743
 BV0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0743'6.3 MI SE FROM HATTIESBURG.
 BV0743'ABOUT 6.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0743'SOUTHERN RAILWAY STATION AT HATTIESBURG, 13 POLE SOUTH OF MILE POST G
 BV0743'64, 12 POLE SOUTH OF THE OVER PASS OF STATE HIGHWAY 24 OVER THE TRACK,
 BV0743'287 FEET NORTH AND ACROSS A ROAD FROM THE NORTHWEST CORNER OF A
 BV0743'TRESTLE OVER MYERS CREEK, 202 FEET NORTH OF THE CENTER LINE OF A BLACK
 BV0743'TOP CROSS ROAD, 54 FEET WEST OF THE WEST RAIL, 44 FEET EAST OF A FENCE
 BV0743'LINE, 25 FEET WEST OF THE SECOND POLE NORTH OF THE ROAD, ABOUT 2 FEET
 BV0743'BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST POST
 BV0743'PROJECTING 5 INCHES.
 BV0743
 BV0743                          STATION RECOVERY (1964)
 BV0743
 BV0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0743'RECOVERED IN GOOD CONDITION.
 BV0743
 BV0743                          STATION RECOVERY (1978)
 BV0743
 BV0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BV0743'RECOVERED IN GOOD CONDITION.
 BV0743
 BV0743                          STATION RECOVERY (2000)
 BV0743
 BV0743'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0743'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0898 ***********************************************************************
 BV0898  DESIGNATION -  C 160
 BV0898  PID         -  BV0898
 BV0898  STATE/COUNTY-  MS/LAMAR
 BV0898  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0898
 BV0898                         *CURRENT SURVEY CONTROL
 BV0898  ___________________________________________________________________
 BV0898* NAD 83(1986)-  31 10 22.     (N)    089 34 23.     (W)     SCALED    
 BV0898* NAVD 88     -        76.80   (+/-2cm)     252.0    (feet)  VERTCON   
 BV0898  ___________________________________________________________________
 BV0898  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BV0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0898
 BV0898.The horizontal coordinates were scaled from a topographic map and have
 BV0898.an estimated accuracy of +/- 6 seconds.
 BV0898
 BV0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0898.The vertical order pertains to the NGVD 29 superseded value.
 BV0898
 BV0898.The geoid height was determined by GEOID03.
 BV0898
 BV0898;                    North         East    Units  Estimated Accuracy
 BV0898;SPC MS E     -   185,670.      229,480.      MT  (+/- 180 meters Scaled)
 BV0898
 BV0898                          SUPERSEDED SURVEY CONTROL
 BV0898
 BV0898  NGVD 29 (??/??/92)   76.829  (m)          252.06   (f) ADJ UNCH    2 0
 BV0898
 BV0898.Superseded values are not recommended for survey control.
 BV0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0898.See file dsdata.txt to determine how the superseded data were derived.
 BV0898
 BV0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV547516(NAD 83)
 BV0898_MARKER: DB = BENCH MARK DISK
 BV0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0898_STAMPING: C 160 1943 (252.063)
 BV0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0898+STABILITY: SURFACE MOTION
 BV0898
 BV0898  HISTORY     - Date     Condition        Report By
 BV0898  HISTORY     - 1943     MONUMENTED       CGS
 BV0898  HISTORY     - 1956     GOOD             NGS
 BV0898  HISTORY     - 1964     GOOD             NGS
 BV0898
 BV0898                          STATION DESCRIPTION
 BV0898
 BV0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0898'7.0 MI N FROM BAXTERVILLE.
 BV0898'LOCATED 7.0 MILES NORTH ALONG GRAVELED COUNTY ROAD FROM BAXTERVILLE,
 BV0898'10.25 MILES SOUTH ALONG BLACKTOPPED AND GRAVELED ROAD FROM OLOH AT THE
 BV0898'BAY CREEK CHURCH.  IT IS 172 FEET NORTHWEST OF THE JUNCTION OF
 BV0898'GRAVELED ROADS, 191 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BAY
 BV0898'CREEK CHURCH, IN A FENCE LINE, 68 FEET NORTHWEST OF THE CENTER OF THE
 BV0898'MAIN ROAD, 49 FEET WEST OF THE SOUTHEAST CORNER OF THE CEMETERY, 23
 BV0898'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HEADSTONE FOR HENRY M.
 BV0898'CAIN, 17 FEET NORTHEAST OF A LONE PINE TREE, 64 FEET SOUTHWEST OF A
 BV0898'2-FOOT PINE TREE, AND 69 FEET NORTHEAST OF A POWER POLE.  IT IS A
 BV0898'STANDARD DISK, SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 4
 BV0898'INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0898
 BV0898                          STATION RECOVERY (1964)
 BV0898
 BV0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0485 ***********************************************************************
 EG0485  DESIGNATION -  C 161
 EG0485  PID         -  EG0485
 EG0485  STATE/COUNTY-  MS/LEE
 EG0485  USGS QUAD   -  SHERMAN (1980)
 EG0485
 EG0485                         *CURRENT SURVEY CONTROL
 EG0485  ___________________________________________________________________
 EG0485* NAD 83(1986)-  34 15 51.     (N)    088 46 11.     (W)     SCALED    
 EG0485* NAVD 88     -       103.169  (meters)     338.48   (feet)  ADJUSTED  
 EG0485  ___________________________________________________________________
 EG0485  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0485  DYNAMIC HT  -         103.066 (meters)     338.14  (feet)  COMP
 EG0485  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EG0485
 EG0485  VERT ORDER  -  FIRST     CLASS II
 EG0485
 EG0485.This mark is at C D Lemons Municipal Airport (TUP)
 EG0485
 EG0485.The horizontal coordinates were scaled from a topographic map and have
 EG0485.an estimated accuracy of +/- 6 seconds.
 EG0485
 EG0485.The orthometric height was determined by differential leveling
 EG0485.and adjusted in June 1991.
 EG0485
 EG0485.The geoid height was determined by GEOID03.
 EG0485
 EG0485.The dynamic height is computed by dividing the NAVD 88
 EG0485.geopotential number by the normal gravity value computed on the
 EG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0485.degrees latitude (g = 980.6199 gals.).
 EG0485
 EG0485.The modeled gravity was interpolated from observed gravity values.
 EG0485
 EG0485;                    North         East    Units  Estimated Accuracy
 EG0485;SPC MS E     -   528,250.      305,860.      MT  (+/- 180 meters Scaled)
 EG0485
 EG0485                          SUPERSEDED SURVEY CONTROL
 EG0485
 EG0485  NGVD 29 (??/??/92)  103.135  (m)          338.37   (f) ADJ UNCH    1 2
 EG0485
 EG0485.Superseded values are not recommended for survey control.
 EG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0485.See file dsdata.txt to determine how the superseded data were derived.
 EG0485
 EG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC370928(NAD 83)
 EG0485_MARKER: DB = BENCH MARK DISK
 EG0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0485_SP_SET: CULVERT
 EG0485_STAMPING: C 161 1944
 EG0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0485
 EG0485  HISTORY     - Date     Condition        Report By
 EG0485  HISTORY     - 1944     MONUMENTED       CGS
 EG0485  HISTORY     - 1965     GOOD             MSHD
 EG0485  HISTORY     - 1978     GOOD             LOCSUR
 EG0485
 EG0485                          STATION DESCRIPTION
 EG0485
 EG0485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0485'3.4 MI NW FROM TUPELO.
 EG0485'TO REACH THE MARK FROM THE TUPELO JUNIOR HIGH SCHOOL ON U. S. HIGHWAY
 EG0485'45 GO NORTH ON HIGHWAY 45 FOR 0.4 MILE TO THE AIRPORT ROAD, TURN LEFT,
 EG0485'WEST AND GO 3.0 MILES TO THE TUPELO MUNICIPAL AIRPORT.  THE MARK IS A
 EG0485'DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE EAST END OF THE
 EG0485'SOUTH CONCRETE HEADWALL, 25 FEET SOUTH OF THE CENTER OF THE ROAD, 1.7
 EG0485'FEET NORTH OF A FENCE CORNER AT THE NORTHWEST CORNER OF THE NORTH AND
 EG0485'SOUTH LANDING STRIP, 1 FOOT BELOW THE LEVEL OF THE ROAD.
 EG0485
 EG0485                          STATION RECOVERY (1978)
 EG0485
 EG0485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 EG0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0912 ***********************************************************************
 EG0912  DESIGNATION -  C 162
 EG0912  PID         -  EG0912
 EG0912  STATE/COUNTY-  MS/PRENTISS
 EG0912  USGS QUAD   -  WHEELER (1973)
 EG0912
 EG0912                         *CURRENT SURVEY CONTROL
 EG0912  ___________________________________________________________________
 EG0912* NAD 83(1986)-  34 32 47.     (N)    088 34 03.     (W)     SCALED    
 EG0912* NAVD 88     -       134.755  (meters)     442.11   (feet)  ADJUSTED  
 EG0912  ___________________________________________________________________
 EG0912  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0912  DYNAMIC HT  -         134.622 (meters)     441.67  (feet)  COMP
 EG0912  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EG0912
 EG0912  VERT ORDER  -  FIRST     CLASS II
 EG0912
 EG0912.The horizontal coordinates were scaled from a topographic map and have
 EG0912.an estimated accuracy of +/- 6 seconds.
 EG0912
 EG0912.The orthometric height was determined by differential leveling
 EG0912.and adjusted in June 1991.
 EG0912
 EG0912.The geoid height was determined by GEOID03.
 EG0912
 EG0912.The dynamic height is computed by dividing the NAVD 88
 EG0912.geopotential number by the normal gravity value computed on the
 EG0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0912.degrees latitude (g = 980.6199 gals.).
 EG0912
 EG0912.The modeled gravity was interpolated from observed gravity values.
 EG0912
 EG0912;                    North         East    Units  Estimated Accuracy
 EG0912;SPC MS E     -   559,590.      324,400.      MT  (+/- 180 meters Scaled)
 EG0912
 EG0912                          SUPERSEDED SURVEY CONTROL
 EG0912
 EG0912  NGVD 29 (??/??/92)  134.687  (m)          441.89   (f) ADJ UNCH    1 2
 EG0912
 EG0912.Superseded values are not recommended for survey control.
 EG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0912.See file dsdata.txt to determine how the superseded data were derived.
 EG0912
 EG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD561238(NAD 83)
 EG0912_MARKER: DB = BENCH MARK DISK
 EG0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0912_STAMPING: C 162 1944
 EG0912_MARK LOGO: CGS   
 EG0912_PROJECTION: FLUSH
 EG0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0912+STABILITY: SURFACE MOTION
 EG0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0912+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG0912
 EG0912  HISTORY     - Date     Condition        Report By
 EG0912  HISTORY     - 1944     MONUMENTED       CGS
 EG0912  HISTORY     - 1962     GOOD             MSHD
 EG0912  HISTORY     - 1979     GOOD             MSHD
 EG0912  HISTORY     - 1985     GOOD             NGS
 EG0912  HISTORY     - 20040818 GOOD             USACE
 EG0912
 EG0912                          STATION DESCRIPTION
 EG0912
 EG0912'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0912'3.7 MI E FROM WHEELER.
 EG0912'TO REACH THE MARK FROM THE WHEELER HIGH SCHOOL GO SOUTHEAST ON STATE
 EG0912'HIGHWAY 362 FOR 3.7 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  THE
 EG0912'MARK IS A DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST.  IT IS
 EG0912'23 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL
 EG0912'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND PROJECTS 6 INCHES.
 EG0912
 EG0912                          STATION RECOVERY (1979)
 EG0912
 EG0912'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0912'THE MARK IS LOCATED 3.4 MILES SOUTHEAST OF WHEELER ON THE SOUTH RIGHT
 EG0912'OF WAY OF A COUNTY ROAD JUST WEST OF THE ENTRANCE TO A BODY SHOP, 4.7
 EG0912'MILES NORTHEAST OF BALDWYN NEAR THE CENTER OF SECTION 21, T 6S, R 7E.
 EG0912'IT IS 99 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 EG0912'BLOCK BUILDING, 66 FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE
 EG0912'BUILDING, 61 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 28 FEET
 EG0912'WEST OF A 15 INCH TWIN OAK, 26 FEET SOUTH OF THE CENTER OF A GRAVELED
 EG0912'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EG0912'CONCRETE POST ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD AND PROJECTS
 EG0912'2 INCHES. TO REACH FROM THE HIGH SCHOOL, 0.4 MILE EAST-SOUTHEAST OF
 EG0912'WHEELER GO SOUTH ON A PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.
 EG0912'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.55 MILES TO A T
 EG0912'INTERSECTION. TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE
 EG0912'TO A FORK. TAKE THE LEFT FORK AND GO SOUTHEAST ON A GRAVELED ROAD FOR
 EG0912'0.5 MILE TO A FORK. TAKE THE RIGHT FOR AND GO SOUTH ON A GRAVELED
 EG0912'ROAD FOR 1 MILE TO A FORK. TAKE THE LEFT FORK AND GO EAST ON A
 EG0912'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EG0912
 EG0912                          STATION RECOVERY (1985)
 EG0912
 EG0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0912'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 EG0912'SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL IN WHEELER,
 EG0912'THENCE 5.6 KM (3.5 MI) EAST-SOUTHEAST ALONG A GRAVEL ROAD TO THE MARK
 EG0912'ON THE RIGHT, 1.6 KM (1.0 MI) WEST OF THE HOPEWELL BAPTIST CHURCH.
 EG0912'7.31 METERS (24.0 FT) SOUTH OF THE CENTER OF THE ROAD, 9.14 METERS
 EG0912'(30.0 FT) WEST OF A 24-INCH FORKED OAK TREE AND 18.34 METERS (60.2 FT)
 EG0912'EAST OF A POWER POLE WITH TRANSFORMER.
 EG0912'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 EG0912'THE MARK IS ABOVE LEVEL WITH ROAD.
 EG0912
 EG0912                          STATION RECOVERY (2004)
 EG0912
 EG0912'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0036 ***********************************************************************
 EG0036  DESIGNATION -  C 163
 EG0036  PID         -  EG0036
 EG0036  STATE/COUNTY-  MS/TISHOMINGO
 EG0036  USGS QUAD   -  IUKA (1984)
 EG0036
 EG0036                         *CURRENT SURVEY CONTROL
 EG0036  ___________________________________________________________________
 EG0036* NAD 83(1986)-  34 47 40.     (N)    088 10 04.     (W)     SCALED    
 EG0036* NAVD 88     -       173.733  (meters)     569.99   (feet)  ADJUSTED  
 EG0036  ___________________________________________________________________
 EG0036  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0036  DYNAMIC HT  -         173.567 (meters)     569.44  (feet)  COMP
 EG0036  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 EG0036
 EG0036  VERT ORDER  -  FIRST     CLASS II
 EG0036
 EG0036.The horizontal coordinates were scaled from a topographic map and have
 EG0036.an estimated accuracy of +/- 6 seconds.
 EG0036
 EG0036.The orthometric height was determined by differential leveling
 EG0036.and adjusted in June 1991.
 EG0036
 EG0036.The geoid height was determined by GEOID03.
 EG0036
 EG0036.The dynamic height is computed by dividing the NAVD 88
 EG0036.geopotential number by the normal gravity value computed on the
 EG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0036.degrees latitude (g = 980.6199 gals.).
 EG0036
 EG0036.The modeled gravity was interpolated from observed gravity values.
 EG0036
 EG0036;                    North         East    Units  Estimated Accuracy
 EG0036;SPC MS E     -   587,270.      360,910.      MT  (+/- 180 meters Scaled)
 EG0036
 EG0036                          SUPERSEDED SURVEY CONTROL
 EG0036
 EG0036  NGVD 29 (??/??/92)  173.728  (m)          569.97   (f) ADJ UNCH    1 2
 EG0036
 EG0036.Superseded values are not recommended for survey control.
 EG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0036.See file dsdata.txt to determine how the superseded data were derived.
 EG0036
 EG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD931508(NAD 83)
 EG0036_MARKER: DB = BENCH MARK DISK
 EG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0036_STAMPING: C 163 1944
 EG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0036+STABILITY: SURFACE MOTION
 EG0036
 EG0036  HISTORY     - Date     Condition        Report By
 EG0036  HISTORY     - 1944     MONUMENTED       CGS
 EG0036  HISTORY     - 1962     GOOD             MSHD
 EG0036  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0036  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0036
 EG0036                          STATION DESCRIPTION
 EG0036
 EG0036'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0036'1.7 MI SE FROM IUKA.
 EG0036'FROM THE COUNTY COURT HOUSE AT IUKA, GO EAST ON U. S. HIGHWAY 72 FOR
 EG0036'1.7 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO
 EG0036'APPROXIMATELY 300 FEET TO THE RAILROAD AND THE MARK ON THE RIGHT. THE
 EG0036'MARK IS A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, ABOUT
 EG0036'LEVEL WITH THE TRACK AND PROJECTS 3 INCHES.
 EG0036
 EG0036                          STATION RECOVERY (1979)
 EG0036
 EG0036'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0036'MARK NOT FOUND.
 EG0036
 EG0036                          STATION RECOVERY (1982)
 EG0036
 EG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0036'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0893 ***********************************************************************
 EG0893  DESIGNATION -  C 164
 EG0893  PID         -  EG0893
 EG0893  STATE/COUNTY-  MS/ALCORN
 EG0893  USGS QUAD   -  CORINTH (1982)
 EG0893
 EG0893                         *CURRENT SURVEY CONTROL
 EG0893  ___________________________________________________________________
 EG0893* NAD 83(1986)-  34 55 52.     (N)    088 30 45.     (W)     SCALED    
 EG0893* NAVD 88     -       134.537  (meters)     441.39   (feet)  ADJUSTED  
 EG0893  ___________________________________________________________________
 EG0893  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0893  DYNAMIC HT  -         134.408 (meters)     440.97  (feet)  COMP
 EG0893  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG0893
 EG0893  VERT ORDER  -  FIRST     CLASS II
 EG0893
 EG0893.The horizontal coordinates were scaled from a topographic map and have
 EG0893.an estimated accuracy of +/- 6 seconds.
 EG0893
 EG0893.The orthometric height was determined by differential leveling
 EG0893.and adjusted in June 1991.
 EG0893
 EG0893.The geoid height was determined by GEOID03.
 EG0893
 EG0893.The dynamic height is computed by dividing the NAVD 88
 EG0893.geopotential number by the normal gravity value computed on the
 EG0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0893.degrees latitude (g = 980.6199 gals.).
 EG0893
 EG0893.The modeled gravity was interpolated from observed gravity values.
 EG0893
 EG0893;                    North         East    Units  Estimated Accuracy
 EG0893;SPC MS E     -   602,280.      329,310.      MT  (+/- 180 meters Scaled)
 EG0893
 EG0893                          SUPERSEDED SURVEY CONTROL
 EG0893
 EG0893  NGVD 29 (??/??/92)  134.538  (m)          441.40   (f) ADJ UNCH    1 2
 EG0893
 EG0893.Superseded values are not recommended for survey control.
 EG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0893.See file dsdata.txt to determine how the superseded data were derived.
 EG0893
 EG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD618664(NAD 83)
 EG0893_MARKER: DB = BENCH MARK DISK
 EG0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0893_SP_SET: CULVERT
 EG0893_STAMPING: C 164 1944
 EG0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0893
 EG0893  HISTORY     - Date     Condition        Report By
 EG0893  HISTORY     - 1944     MONUMENTED       CGS
 EG0893  HISTORY     - 1962     GOOD             MSHD
 EG0893  HISTORY     - 1978     GOOD             MSHD
 EG0893  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0893
 EG0893                          STATION DESCRIPTION
 EG0893
 EG0893'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0893'0.6 MI E FROM CORINTH.
 EG0893'THE MARK IS LOCATED 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE
 EG0893'STATION AT CORINTH, AT A CONCRETE CULVERT.  THE MARK IS A DISK SET IN
 EG0893'CEMENT IN A DRILLED HOLE IN THE TOP OF THE WEST END OF THE SOUTH
 EG0893'HEADWALL, 30 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK AND 18
 EG0893'FEET BELOW THE LEVEL OF THE TRACK.
 EG0893
 EG0893                          STATION RECOVERY (1978)
 EG0893
 EG0893'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0893'THE MARK IS LOCATED 0.5 MILE EAST-SOUTHEAST OF CORINTH IN THE WEST
 EG0893'END OF THE SOUTH HEADWALL OF AN 8 X 5 X 75 FEET CONCRETE BOX CULVERT
 EG0893'UNDER THE SOUTHERN RAILROAD TRACK NEAR THE CENTER OF THE SOUTH SIDE
 EG0893'OF SECTION 1, T 2 S, R 7E. IT IS 30 FEET SOUTH OF THE CENTER OF THE
 EG0893'MAIN TRACK, 16.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 EG0893'CHAIN LINK FENCE AROUND A GARDEN PLOT SET IN A DRILL HOLE IN THE WEST
 EG0893'END OF THE SOUTH HEADWALL OF THE CULVERT AND IS ABOUT 20 FEET BELOW
 EG0893'THE LEVEL OF THE TRACK. TO REACH FROM THE POST OFFICE IN CORINTH GO
 EG0893'SOUTHWEST ON FILLMORE STREET (U.S. HIGHWAY 45) FOR 2 SHORT BLOCKS TO
 EG0893'THE INTERSECTION OF CRUISE STREET. TURN LEFT AND GO SOUTHEAST ON
 EG0893'CRUISE STREET FOR 0.3 MILE TO A FORK. TAKE THE RIGHT FORK AND GO
 EG0893'SOUTHEAST ON PROPER STREET FOR 0.2 MILE TO A DRAIN DITCH AND THE MARK
 EG0893'ON THE RIGHT ABOUT 250 FEET ON THE RAILROAD TRACK.
 EG0893
 EG0893                          STATION RECOVERY (1982)
 EG0893
 EG0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0893'NOT RECOVERED, CULVERT WAS NOT FOUND, POSSIBLY TAKEN OUT BY STREET
 EG0893'RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0091 ***********************************************************************
 EG0091  DESIGNATION -  C 165
 EG0091  PID         -  EG0091
 EG0091  STATE/COUNTY-  MS/TISHOMINGO
 EG0091  USGS QUAD   -  YELLOW CREEK (1986)
 EG0091
 EG0091                         *CURRENT SURVEY CONTROL
 EG0091  ___________________________________________________________________
 EG0091* NAD 83(1986)-  34 54 15.     (N)    088 13 29.     (W)     SCALED    
 EG0091* NAVD 88     -       182.843  (meters)     599.88   (feet)  ADJUSTED  
 EG0091  ___________________________________________________________________
 EG0091  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EG0091  DYNAMIC HT  -         182.673 (meters)     599.32  (feet)  COMP
 EG0091  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 EG0091
 EG0091  VERT ORDER  -  FIRST     CLASS II
 EG0091
 EG0091.The horizontal coordinates were scaled from a topographic map and have
 EG0091.an estimated accuracy of +/- 6 seconds.
 EG0091
 EG0091.The orthometric height was determined by differential leveling
 EG0091.and adjusted in June 1991.
 EG0091
 EG0091.The geoid height was determined by GEOID03.
 EG0091
 EG0091.The dynamic height is computed by dividing the NAVD 88
 EG0091.geopotential number by the normal gravity value computed on the
 EG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0091.degrees latitude (g = 980.6199 gals.).
 EG0091
 EG0091.The modeled gravity was interpolated from observed gravity values.
 EG0091
 EG0091;                    North         East    Units  Estimated Accuracy
 EG0091;SPC MS E     -   599,410.      355,620.      MT  (+/- 180 meters Scaled)
 EG0091
 EG0091                          SUPERSEDED SURVEY CONTROL
 EG0091
 EG0091  NGVD 29 (??/??/92)  182.852  (m)          599.91   (f) ADJ UNCH    1 2
 EG0091
 EG0091.Superseded values are not recommended for survey control.
 EG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0091.See file dsdata.txt to determine how the superseded data were derived.
 EG0091
 EG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD881631(NAD 83)
 EG0091_MARKER: DB = BENCH MARK DISK
 EG0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0091_SP_SET: MONUMENT
 EG0091_STAMPING: C 165 1944
 EG0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0091
 EG0091  HISTORY     - Date     Condition        Report By
 EG0091  HISTORY     - 1944     MONUMENTED       MSGS
 EG0091  HISTORY     - 1944     GOOD             NGS
 EG0091  HISTORY     - 1950     GOOD             TVA
 EG0091  HISTORY     - 1979     GOOD             MSHD
 EG0091
 EG0091                          STATION DESCRIPTION
 EG0091
 EG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EG0091'9.5 MI N FROM IUKA.
 EG0091'LOCATED ABOUT 9.5 MILES NORTH OF IUKA ALONG STATE HIGHWAY 25 AND THE
 EG0091'PATRICK CHURCH ROAD, 2.3 MILES NORTHWEST OF CAMP GROUND CHURCH, 0.5
 EG0091'MILE EAST OF PATRICK CHURCH, 0.1 MILE EAST OF AN INTERSECTION OF A
 EG0091'ROAD LEADING NORTH, 250 FEET WEST OF A SMALL HOUSE, 30 FEET SOUTH OF
 EG0091'AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE PATRICK CHURCH ROAD,
 EG0091'AND 2 FEET EAST OF A WOODEN WITNESS POST.  NOTE-- THIS IS A STATE
 EG0091'GEODETIC SURVEY MONUMENT AND THE DISK WAS STAMPED BY THIS PARTY.
 EG0091
 EG0091                          STATION RECOVERY (1950)
 EG0091
 EG0091'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0091'RECOVERED IN GOOD CONDITION.
 EG0091
 EG0091                          STATION RECOVERY (1979)
 EG0091
 EG0091'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0091'TO REACH FROM THE NORTH END OF HIGHWAY 25 BRIDGE OVER TENN-TOMBIG
 EG0091'WATERWAY GO SOUTH ON HIGHWAY 25 FOR 0.8 MILE TO PATRICK ROAD EAST.
 EG0091'TURN EAST AND GO 0.7 MILE TO PATRICK METHODIST CHURCH. CONTINUE EAST
 EG0091'FOR 0.5 MILE TO MARK ON RIGHT. IT IS 59 FEET AND ACROSS THE ROAD FROM
 EG0091'POWER LIGHT POLE, 32 FEET SOUTHWEST OF CENTERLINE OF ROAD, 12 FEET
 EG0091'WEST OF 10 INCH BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0292 ***********************************************************************
 DJ0292  DESIGNATION -  C 166
 DJ0292  PID         -  DJ0292
 DJ0292  STATE/COUNTY-  MS/LOWNDES
 DJ0292  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0292
 DJ0292                         *CURRENT SURVEY CONTROL
 DJ0292  ___________________________________________________________________
 DJ0292* NAD 83(1986)-  33 37 25.     (N)    088 24 39.     (W)     SCALED    
 DJ0292* NAVD 88     -        66.098  (meters)     216.86   (feet)  ADJUSTED  
 DJ0292  ___________________________________________________________________
 DJ0292  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DJ0292  DYNAMIC HT  -          66.029 (meters)     216.63  (feet)  COMP
 DJ0292  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DJ0292
 DJ0292  VERT ORDER  -  SECOND    CLASS 0
 DJ0292
 DJ0292.The horizontal coordinates were scaled from a topographic map and have
 DJ0292.an estimated accuracy of +/- 6 seconds.
 DJ0292
 DJ0292.The orthometric height was determined by differential leveling
 DJ0292.and adjusted in June 1991.
 DJ0292
 DJ0292.The geoid height was determined by GEOID03.
 DJ0292
 DJ0292.The dynamic height is computed by dividing the NAVD 88
 DJ0292.geopotential number by the normal gravity value computed on the
 DJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0292.degrees latitude (g = 980.6199 gals.).
 DJ0292
 DJ0292.The modeled gravity was interpolated from observed gravity values.
 DJ0292
 DJ0292;                    North         East    Units  Estimated Accuracy
 DJ0292;SPC MS E     -   457,280.      339,200.      MT  (+/- 180 meters Scaled)
 DJ0292
 DJ0292                          SUPERSEDED SURVEY CONTROL
 DJ0292
 DJ0292  NGVD 29 (??/??/92)   66.084  (m)          216.81   (f) ADJ UNCH    2 0
 DJ0292
 DJ0292.Superseded values are not recommended for survey control.
 DJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0292.See file dsdata.txt to determine how the superseded data were derived.
 DJ0292
 DJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC691213(NAD 83)
 DJ0292_MARKER: DB = BENCH MARK DISK
 DJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0292_STAMPING: C 166 1944
 DJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0292+STABILITY: SURFACE MOTION
 DJ0292
 DJ0292  HISTORY     - Date     Condition        Report By
 DJ0292  HISTORY     - 1944     MONUMENTED       CGS
 DJ0292
 DJ0292                          STATION DESCRIPTION
 DJ0292
 DJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0292'10.0 MI N FROM COLUMBUS.
 DJ0292'9.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0292'STATION AT COLUMBUS, LOWNDES COUNTY, THENCE 0.6 MILE WEST ALONG THE
 DJ0292'AIR-FIELD SPUR.  36 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 48
 DJ0292'FEET NORTH OF THE CENTER LINE OF A ROAD, 1 FOOT NORTH OF THE
 DJ0292'RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 DJ0292'STANDARD DISK, STAMPED C 166 1944 AND SET IN THE TOP OF A CONCRETE
 DJ0292'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1306 ***********************************************************************
 DK1306  DESIGNATION -  C 167
 DK1306  PID         -  DK1306
 DK1306  STATE/COUNTY-  MS/WASHINGTON
 DK1306  USGS QUAD   -  GREENVILLE (1970)
 DK1306
 DK1306                         *CURRENT SURVEY CONTROL
 DK1306  ___________________________________________________________________
 DK1306* NAD 83(1986)-  33 27 11.     (N)    091 01 55.     (W)     SCALED    
 DK1306* NAVD 88     -        38.709  (meters)     127.00   (feet)  ADJUSTED  
 DK1306  ___________________________________________________________________
 DK1306  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1306  DYNAMIC HT  -          38.668 (meters)     126.86  (feet)  COMP
 DK1306  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DK1306
 DK1306  VERT ORDER  -  FIRST     CLASS II
 DK1306
 DK1306.The horizontal coordinates were scaled from a topographic map and have
 DK1306.an estimated accuracy of +/- 6 seconds.
 DK1306
 DK1306.The orthometric height was determined by differential leveling
 DK1306.and adjusted in June 1991.
 DK1306.WARNING-Repeat measurements at this control monument indicate possible
 DK1306.vertical movement.
 DK1306
 DK1306.The geoid height was determined by GEOID03.
 DK1306
 DK1306.The dynamic height is computed by dividing the NAVD 88
 DK1306.geopotential number by the normal gravity value computed on the
 DK1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1306.degrees latitude (g = 980.6199 gals.).
 DK1306
 DK1306.The modeled gravity was interpolated from observed gravity values.
 DK1306
 DK1306;                    North         East    Units  Estimated Accuracy
 DK1306;SPC MS W     -   438,500.      635,050.      MT  (+/- 180 meters Scaled)
 DK1306
 DK1306                          SUPERSEDED SURVEY CONTROL
 DK1306
 DK1306  NGVD 29 (??/??/??)   38.761  (m)          127.17   (f) ADJUSTED    1 2
 DK1306
 DK1306.Superseded values are not recommended for survey control.
 DK1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1306.See file dsdata.txt to determine how the superseded data were derived.
 DK1306
 DK1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT829032(NAD 83)
 DK1306_MARKER: DB = BENCH MARK DISK
 DK1306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1306_SP_SET: CURB
 DK1306_STAMPING: C 167 1944
 DK1306_MARK LOGO: CGS   
 DK1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1306+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1306
 DK1306  HISTORY     - Date     Condition        Report By
 DK1306  HISTORY     - 1944     MONUMENTED       CGS
 DK1306  HISTORY     - 1973     GOOD             NGS
 DK1306  HISTORY     - 19920123 GOOD             NGS
 DK1306
 DK1306                          STATION DESCRIPTION
 DK1306
 DK1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1306'2.4 MI NE FROM GREENVILLE.
 DK1306'ABOUT 2.70 MILES NORTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 DK1306'WITH U.S. HIGHWAY 82, 1.15 MILE NORTHEAST ALONG A PAVED ROAD LEADING
 DK1306'NORTHEAST TO THE GREENVILLE MUNICIPAL AIRPORT, 12 FEET NORTHWEST OF
 DK1306'THE CENTER LINE OF THE ROAD, SET IN THE CONCRETE BASE AT THE SOUTHWEST
 DK1306'END OF THE NORTHWEST CONCRETE BRIDGE GUARDRAIL AND 0.6 FOOT ABOVE THE
 DK1306'LEVEL OF THE ROAD.  1/4 SEC 33, T 19N, R 8W.
 DK1306
 DK1306                          STATION RECOVERY (1992)
 DK1306
 DK1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1306'4.6 KM (2.85 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1306'U.S. HIGHWAY 82 IN GREENVILLE, THENCE 2.1 KM (1.30 MI) NORTHEASTERLY
 DK1306'ALONG BROADWAY EXTENDED, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF
 DK1306'THE SOUTHWEST END OF THE NORTHWEST CONCRETE CURB OF A BRIDGE SPANNING
 DK1306'A DRAINAGE DITCH, 4.1 M (13.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 DK1306'HIGHWAY, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0302 ***********************************************************************
 EG0302  DESIGNATION -  C 169
 EG0302  PID         -  EG0302
 EG0302  STATE/COUNTY-  MS/ITAWAMBA
 EG0302  USGS QUAD   -  TREMONT (1992)
 EG0302
 EG0302                         *CURRENT SURVEY CONTROL
 EG0302  ___________________________________________________________________
 EG0302* NAD 83(1986)-  34 14 46.     (N)    088 15 29.     (W)     SCALED    
 EG0302* NAVD 88     -       107.808  (meters)     353.70   (feet)  ADJUSTED  
 EG0302  ___________________________________________________________________
 EG0302  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0302  DYNAMIC HT  -         107.698 (meters)     353.34  (feet)  COMP
 EG0302  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 EG0302
 EG0302  VERT ORDER  -  SECOND    CLASS 0
 EG0302
 EG0302.The horizontal coordinates were scaled from a topographic map and have
 EG0302.an estimated accuracy of +/- 6 seconds.
 EG0302
 EG0302.The orthometric height was determined by differential leveling
 EG0302.and adjusted in June 1991.
 EG0302
 EG0302.The geoid height was determined by GEOID03.
 EG0302
 EG0302.The dynamic height is computed by dividing the NAVD 88
 EG0302.geopotential number by the normal gravity value computed on the
 EG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0302.degrees latitude (g = 980.6199 gals.).
 EG0302
 EG0302.The modeled gravity was interpolated from observed gravity values.
 EG0302
 EG0302;                    North         East    Units  Estimated Accuracy
 EG0302;SPC MS E     -   526,400.      352,990.      MT  (+/- 180 meters Scaled)
 EG0302
 EG0302                          SUPERSEDED SURVEY CONTROL
 EG0302
 EG0302  NGVD 29 (??/??/92)  107.747  (m)          353.50   (f) ADJ UNCH    2 0
 EG0302
 EG0302.Superseded values are not recommended for survey control.
 EG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0302.See file dsdata.txt to determine how the superseded data were derived.
 EG0302
 EG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC841901(NAD 83)
 EG0302_MARKER: DB = BENCH MARK DISK
 EG0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0302_SP_SET: CULVERT
 EG0302_STAMPING: C169 1945
 EG0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0302
 EG0302  HISTORY     - Date     Condition        Report By
 EG0302  HISTORY     - 1945     MONUMENTED       CGS
 EG0302  HISTORY     - 1965     GOOD             MSHD
 EG0302  HISTORY     - 1979     GOOD             MSHD
 EG0302
 EG0302                          STATION DESCRIPTION
 EG0302
 EG0302'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0302'1.1 MI N FROM TREMONT.
 EG0302'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0302'GO WEST ON U. S. HIGHWAY 78 FOR 0.35 MILE TO THE JUNCTION OF STATE
 EG0302'HIGHWAY 23, TURN RIGHT, NORTH AND GO 0.75 MILE TO THE MARK ON THE
 EG0302'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP
 EG0302'OF THE NORTH END OF THE EAST HEADWALL OF A 6-FOOT CONCRETE CULVERT, 26
 EG0302'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 9 FEET BELOW THE LEVEL
 EG0302'OF THE HIGHWAY.
 EG0302
 EG0302                          STATION RECOVERY (1979)
 EG0302
 EG0302'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0302'THE MARK IS LOCATED 0.8 MILE NORTH OF TREMONT IN A CULVERT ABOUT 150
 EG0302'YARDS NORTH OF A JUNCTION IN THE NORTHWEST 1/4 OF SECTION 4, T 10N, R
 EG0302'10E. IT IS 135 FEET SOUTHWEST OF A POWER POLE, 26 FEET SOUTHEAST OF
 EG0302'THE CENTER OF HIGHWAY 23 SET IN A DRILL HOLE IN THE NORTHEAST END OF
 EG0302'THE SOUTHEAST HEADWALL OF AN 8 X 6 FOOT BOX CULVERT AND IS ABOUT 9
 EG0302'FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF
 EG0302'STATE HIGHWAY 23 AND U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE IN
 EG0302'TREMONT GO NORTH ON STATE HIGHWAY 23 FOR 0.8 MILE TO THE MARK ON THE
 EG0302'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0671 ***********************************************************************
 BH0671  DESIGNATION -  C 17
 BH0671  PID         -  BH0671
 BH0671  STATE/COUNTY-  MS/STONE
 BH0671  USGS QUAD   -  MC HENRY (1982)
 BH0671
 BH0671                         *CURRENT SURVEY CONTROL
 BH0671  ___________________________________________________________________
 BH0671* NAD 83(1986)-  30 41 28.     (N)    089 08 35.     (W)     SCALED    
 BH0671* NAVD 88     -        63.55   (+/-2cm)     208.5    (feet)  VERTCON   
 BH0671  ___________________________________________________________________
 BH0671  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0671
 BH0671.The horizontal coordinates were scaled from a topographic map and have
 BH0671.an estimated accuracy of +/- 6 seconds.
 BH0671
 BH0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0671.The vertical order pertains to the NGVD 29 superseded value.
 BH0671
 BH0671.The geoid height was determined by GEOID03.
 BH0671
 BH0671;                    North         East    Units  Estimated Accuracy
 BH0671;SPC MS E     -   132,070.      270,330.      MT  (+/- 180 meters Scaled)
 BH0671
 BH0671                          SUPERSEDED SURVEY CONTROL
 BH0671
 BH0671  NGVD 29 (??/??/??)   63.556  (m)          208.52   (f) ADJUSTED    2 0
 BH0671
 BH0671.Superseded values are not recommended for survey control.
 BH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0671.See file dsdata.txt to determine how the superseded data were derived.
 BH0671
 BH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU947973(NAD 83)
 BH0671_MARKER: DB = BENCH MARK DISK
 BH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0671_STAMPING: C 17 1934
 BH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0671+STABILITY: SURFACE MOTION
 BH0671
 BH0671  HISTORY     - Date     Condition        Report By
 BH0671  HISTORY     - 1934     MONUMENTED       CGS
 BH0671  HISTORY     - 1971     GOOD             MSHD
 BH0671
 BH0671                          STATION DESCRIPTION
 BH0671
 BH0671'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0671'6.3 MI S FROM PERKINSTON.
 BH0671'THE MARK IS LOCATED 6.3 MILES SOUTH OF PERKINSTON IN THE SOUTHWEST
 BH0671'ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A
 BH0671'NARROW GRAVELED ROAD, 1.3 MILES SOUTH OF THE COMMUNITY OF MCHENRY,
 BH0671'0.25 MILES SOUTH OF MILEPOST G 23 AND IS IN THE NORTHEAST 1/4 OF
 BH0671'SECTION 24, T4S, R12W.  IT IS 88 FEET SOUTHWEST OF THE CENTER OF THE
 BH0671'CROSSING, 41 FEET WEST OF THE WEST RAIL, 85 FEET SOUTH OF THE CENTER
 BH0671'OF A BLACK TOP ROAD, 106 FEET WEST AND ACROSS THE TRACK FROM A POWER
 BH0671'POLE, 62 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 77 FEET SOUTH
 BH0671'OF A TELEPHONE CABLE JUNCTION BOX, 1 FOOT SOUTH OF A METAL WITNESS
 BH0671'POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, ABOUT 2 FEET
 BH0671'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0301 ***********************************************************************
 EG0301  DESIGNATION -  C 170
 EG0301  PID         -  EG0301
 EG0301  STATE/COUNTY-  MS/ITAWAMBA
 EG0301  USGS QUAD   -  TREMONT (1992)
 EG0301
 EG0301                         *CURRENT SURVEY CONTROL
 EG0301  ___________________________________________________________________
 EG0301* NAD 83(1986)-  34 14 11.     (N)    088 15 52.     (W)     SCALED    
 EG0301* NAVD 88     -       107.358  (meters)     352.22   (feet)  ADJUSTED  
 EG0301  ___________________________________________________________________
 EG0301  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0301  DYNAMIC HT  -         107.249 (meters)     351.87  (feet)  COMP
 EG0301  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 EG0301
 EG0301  VERT ORDER  -  SECOND    CLASS 0
 EG0301
 EG0301.The horizontal coordinates were scaled from a topographic map and have
 EG0301.an estimated accuracy of +/- 6 seconds.
 EG0301
 EG0301.The orthometric height was determined by differential leveling
 EG0301.and adjusted in June 1991.
 EG0301
 EG0301.The geoid height was determined by GEOID03.
 EG0301
 EG0301.The dynamic height is computed by dividing the NAVD 88
 EG0301.geopotential number by the normal gravity value computed on the
 EG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0301.degrees latitude (g = 980.6199 gals.).
 EG0301
 EG0301.The modeled gravity was interpolated from observed gravity values.
 EG0301
 EG0301;                    North         East    Units  Estimated Accuracy
 EG0301;SPC MS E     -   525,310.      352,410.      MT  (+/- 180 meters Scaled)
 EG0301
 EG0301                          SUPERSEDED SURVEY CONTROL
 EG0301
 EG0301  NGVD 29 (??/??/92)  107.294  (m)          352.01   (f) ADJ UNCH    2 0
 EG0301
 EG0301.Superseded values are not recommended for survey control.
 EG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0301.See file dsdata.txt to determine how the superseded data were derived.
 EG0301
 EG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC835890(NAD 83)
 EG0301_MARKER: DB = BENCH MARK DISK
 EG0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0301_SP_SET: CULVERT
 EG0301_STAMPING: C 170 1945
 EG0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0301
 EG0301  HISTORY     - Date     Condition        Report By
 EG0301  HISTORY     - 1945     MONUMENTED       CGS
 EG0301  HISTORY     - 1965     GOOD             MSHD
 EG0301  HISTORY     - 1979     GOOD             MSHD
 EG0301
 EG0301                          STATION DESCRIPTION
 EG0301
 EG0301'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0301'0.4 MI W FROM TREMONT.
 EG0301'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0301'GO WEST ON U. S. HIGHWAY 78 FOR 0.4 MILE TO THE MARK ON THE RIGHT. THE
 EG0301'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTH HEADWALL
 EG0301'OF A CONCRETE PIPE, 20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 EG0301'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 EG0301
 EG0301                          STATION RECOVERY (1979)
 EG0301
 EG0301'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0301'THE MARK IS LOCATED IN A CULVERT ON THE WEST SIDE OF THE WEST
 EG0301'ENTRANCE DRIVEWAY TO THE POST OFFICE IN TREMONT ABOUT 115 YARDS WEST
 EG0301'OF THE JUNCTION OF U.S. HIGHWAY 78 AND STATE HIGHWAY 23 LEADING NORTH
 EG0301'IN THE SOUTHEAST 1/4 OF SECTION 5, T 10S, R 10E. IT IS 349 FEET
 EG0301'NORTHWEST OF THE CENTER OF HIGHWAY 23, 92 FEET SOUTHWEST OF THE WEST
 EG0301'CORNER OF THE POST OFFICE, 55 FEET SOUTHEAST OF THE PROJECTED PLANE
 EG0301'OF THE SOUTHEAST WALL OF A FACTORY, 19.5 FEET NORTHEAST OF THE CENTER
 EG0301'OF HIGHWAY 78 SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 EG0301'NORTHEAST HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT AND IS ABOUT 18
 EG0301'INCHES BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0718 ***********************************************************************
 EG0718  DESIGNATION -  C 171 RESET 1958
 EG0718  PID         -  EG0718
 EG0718  STATE/COUNTY-  MS/LEE
 EG0718  USGS QUAD   -  EVERGREEN (1979)
 EG0718
 EG0718                         *CURRENT SURVEY CONTROL
 EG0718  ___________________________________________________________________
 EG0718* NAD 83(1986)-  34 12 26.     (N)    088 33 40.     (W)     SCALED    
 EG0718* NAVD 88     -       107.99   (meters)     354.3    (feet)  RESET     
 EG0718  ___________________________________________________________________
 EG0718  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0718  VERT ORDER  -  THIRD
 EG0718
 EG0718.The horizontal coordinates were scaled from a topographic map and have
 EG0718.an estimated accuracy of +/- 6 seconds.
 EG0718
 EG0718.The orthometric height was computed from unverified reset data.
 EG0718
 EG0718.The geoid height was determined by GEOID03.
 EG0718
 EG0718;                    North         East    Units  Estimated Accuracy
 EG0718;SPC MS E     -   521,970.      325,090.      MT  (+/- 180 meters Scaled)
 EG0718
 EG0718                          SUPERSEDED SURVEY CONTROL
 EG0718
 EG0718.No superseded survey control is available for this station.
 EG0718
 EG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC561862(NAD 83)
 EG0718_MARKER: DB = BENCH MARK DISK
 EG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0718_STAMPING: C 171 RESET 1958
 EG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0718+STABILITY: SURFACE MOTION
 EG0718
 EG0718  HISTORY     - Date     Condition        Report By
 EG0718  HISTORY     - 1958     MONUMENTED       CGS
 EG0718  HISTORY     - 1962     GOOD             MSHD
 EG0718
 EG0718                          STATION DESCRIPTION
 EG0718
 EG0718'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0718'4.2 MI SE FROM MOOREVILLE.
 EG0718'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 371 AT
 EG0718'MOOREVILLE, GO SOUTHEAST ON HIGHWAY 371 FOR 4.2 MILES TO THE MARK ON
 EG0718'THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 10 INCH
 EG0718'ROUND CONCRETE POST.  IT IS 63.5 FEET EAST OF THE CENTERLINE OF THE
 EG0718'HIGHWAY, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 21 FEET
 EG0718'NORTH OF THE PROJECTED CENTER OF A SIDE ROAD LEADING WEST, 2 FEET WEST
 EG0718'OF A POWER LINE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 EG0718'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1102 ***********************************************************************
 DJ1102  DESIGNATION -  C 172
 DJ1102  PID         -  DJ1102
 DJ1102  STATE/COUNTY-  MS/MONROE
 DJ1102  USGS QUAD   -  WREN (1992)
 DJ1102
 DJ1102                         *CURRENT SURVEY CONTROL
 DJ1102  ___________________________________________________________________
 DJ1102* NAD 83(1986)-  33 59 10.     (N)    088 37 13.     (W)     SCALED    
 DJ1102* NAVD 88     -        97.772  (meters)     320.77   (feet)  ADJUSTED  
 DJ1102  ___________________________________________________________________
 DJ1102  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DJ1102  DYNAMIC HT  -          97.674 (meters)     320.45  (feet)  COMP
 DJ1102  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DJ1102
 DJ1102  VERT ORDER  -  SECOND    CLASS 0
 DJ1102
 DJ1102.The horizontal coordinates were scaled from a topographic map and have
 DJ1102.an estimated accuracy of +/- 6 seconds.
 DJ1102
 DJ1102.The orthometric height was determined by differential leveling
 DJ1102.and adjusted in June 1991.
 DJ1102
 DJ1102.The geoid height was determined by GEOID03.
 DJ1102
 DJ1102.The dynamic height is computed by dividing the NAVD 88
 DJ1102.geopotential number by the normal gravity value computed on the
 DJ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1102.degrees latitude (g = 980.6199 gals.).
 DJ1102
 DJ1102.The modeled gravity was interpolated from observed gravity values.
 DJ1102
 DJ1102;                    North         East    Units  Estimated Accuracy
 DJ1102;SPC MS E     -   497,430.      319,690.      MT  (+/- 180 meters Scaled)
 DJ1102
 DJ1102                          SUPERSEDED SURVEY CONTROL
 DJ1102
 DJ1102  NGVD 29 (??/??/92)   97.708  (m)          320.56   (f) ADJ UNCH    2 0
 DJ1102
 DJ1102.Superseded values are not recommended for survey control.
 DJ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1102.See file dsdata.txt to determine how the superseded data were derived.
 DJ1102
 DJ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC503617(NAD 83)
 DJ1102_MARKER: DB = BENCH MARK DISK
 DJ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1102_STAMPING: C 172 1946
 DJ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1102+STABILITY: SURFACE MOTION
 DJ1102
 DJ1102  HISTORY     - Date     Condition        Report By
 DJ1102  HISTORY     - 1946     MONUMENTED       CGS
 DJ1102
 DJ1102                          STATION DESCRIPTION
 DJ1102
 DJ1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ1102'8.0 MI E FROM OKOLONA.
 DJ1102'12.9 MI N.W. OF ABERDEEN, 8.1 MI. S. OF NETTLETON ABOUT 8.0 MILES EAST
 DJ1102'ALONG STATE HIGHWAY 41 FROM ITS CROSSING WITH THE GULF, MOBILE AND
 DJ1102'OHIO RAILROAD TRACKS AT OKOLONA, AT THE JUNCTION OF U.S. HIGHWAY 45,
 DJ1102'145 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY OF
 DJ1102'THREE BUILDINGS AT WREN COLORED SCHOOL, 134 FEET SOUTHWEST OF THE
 DJ1102'CENTER OF THE INTERSECTION OF THE TWO HIGHWAYS, 24 FEET SOUTH AND
 DJ1102'ABOUT LEVEL WITH THE CENTER OF STATE HIGHWAY 41, 2 FEET EAST OF A
 DJ1102'WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1477 ***********************************************************************
 DJ1477  DESIGNATION -  C 173 RESET 1981
 DJ1477  PID         -  DJ1477
 DJ1477  STATE/COUNTY-  MS/MONROE
 DJ1477  USGS QUAD   -  EGYPT (1965)
 DJ1477
 DJ1477                         *CURRENT SURVEY CONTROL
 DJ1477  ___________________________________________________________________
 DJ1477* NAD 83(1986)-  33 53 01.     (N)    088 39 10.     (W)     SCALED    
 DJ1477* NAVD 88     -        76.88   (meters)     252.2    (feet)  RESET     
 DJ1477  ___________________________________________________________________
 DJ1477  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DJ1477  VERT ORDER  -  THIRD
 DJ1477
 DJ1477.The horizontal coordinates were scaled from a topographic map and have
 DJ1477.an estimated accuracy of +/- 6 seconds.
 DJ1477
 DJ1477.The orthometric height was computed from unverified reset data.
 DJ1477.No vertical observational check was made to the station.
 DJ1477
 DJ1477.The geoid height was determined by GEOID03.
 DJ1477
 DJ1477;                    North         East    Units  Estimated Accuracy
 DJ1477;SPC MS E     -   486,050.      316,700.      MT  (+/- 180 meters Scaled)
 DJ1477
 DJ1477                          SUPERSEDED SURVEY CONTROL
 DJ1477
 DJ1477  NGVD 29 (08/12/04)   76.82   (m)          252.0    (f) RESET       3  
 DJ1477
 DJ1477.Superseded values are not recommended for survey control.
 DJ1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1477.See file dsdata.txt to determine how the superseded data were derived.
 DJ1477
 DJ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471504(NAD 83)
 DJ1477_MARKER: DB = BENCH MARK DISK
 DJ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1477_STAMPING: C 173 RESET 1981
 DJ1477_PROJECTION: FLUSH
 DJ1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1477+STABILITY: SURFACE MOTION
 DJ1477
 DJ1477  HISTORY     - Date     Condition        Report By
 DJ1477  HISTORY     - 1981     MONUMENTED       NGS
 DJ1477
 DJ1477                          STATION DESCRIPTION
 DJ1477
 DJ1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DJ1477'6.1 KM (3.8 MI) NW FROM ABERDEEN.
 DJ1477'2.8 KM (1.75 MI) NORTHWEST ON U.S. HIGHWAY 45 FROM THE JUNCTION OF
 DJ1477'STATE HIGHWAY 8, 3.2 KM (2.0 MI) NORTHWEST OF ABERDEEN, TO A PAVED
 DJ1477'SIDE ROAD ON THE LEFT, THENCE 1.5 KM (0.95 MI) NORTHWEST ALONG
 DJ1477'PAVED ROAD TO A FORK, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG RIGHT
 DJ1477'FORK TO A FORK, THENCE LEFT FORK FOR 3.1 KM (1.9 MI) NORTHWEST
 DJ1477'TO MARK, 19.4 METERS (63.5 FT) SOUTH OF THE CENTER OF ROAD,
 DJ1477'10.4 METERS (34.0 FT) NORTHWEST OF NORTHWEST CORNER OF A WOOD
 DJ1477'FRAME BUILDING, AND 0.3 METER (1.0 FT) NORTH OF A POWERPOLE.
 DJ1477'THE MARK IS 1.0 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0355 ***********************************************************************
 EG0355  DESIGNATION -  C 174
 EG0355  PID         -  EG0355
 EG0355  STATE/COUNTY-  MS/MONROE
 EG0355  USGS QUAD   -  TURON (1979)
 EG0355
 EG0355                         *CURRENT SURVEY CONTROL
 EG0355  ___________________________________________________________________
 EG0355* NAD 83(1986)-  34 04 01.     (N)    088 20 14.     (W)     SCALED    
 EG0355* NAVD 88     -       115.820  (meters)     379.99   (feet)  ADJUSTED  
 EG0355  ___________________________________________________________________
 EG0355  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0355  DYNAMIC HT  -         115.703 (meters)     379.60  (feet)  COMP
 EG0355  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 EG0355
 EG0355  VERT ORDER  -  SECOND    CLASS 0
 EG0355
 EG0355.The horizontal coordinates were scaled from a topographic map and have
 EG0355.an estimated accuracy of +/- 6 seconds.
 EG0355
 EG0355.The orthometric height was determined by differential leveling
 EG0355.and adjusted in June 1991.
 EG0355
 EG0355.The geoid height was determined by GEOID03.
 EG0355
 EG0355.The dynamic height is computed by dividing the NAVD 88
 EG0355.geopotential number by the normal gravity value computed on the
 EG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0355.degrees latitude (g = 980.6199 gals.).
 EG0355
 EG0355.The modeled gravity was interpolated from observed gravity values.
 EG0355
 EG0355;                    North         East    Units  Estimated Accuracy
 EG0355;SPC MS E     -   506,480.      345,800.      MT  (+/- 180 meters Scaled)
 EG0355
 EG0355                          SUPERSEDED SURVEY CONTROL
 EG0355
 EG0355  NGVD 29 (??/??/92)  115.76   (m)          379.8    (f) COMPUTED    2 0
 EG0355
 EG0355.Superseded values are not recommended for survey control.
 EG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0355.See file dsdata.txt to determine how the superseded data were derived.
 EG0355
 EG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC766703(NAD 83)
 EG0355_MARKER: DB = BENCH MARK DISK
 EG0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0355_STAMPING: C 174 1946
 EG0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0355+STABILITY: SURFACE MOTION
 EG0355
 EG0355  HISTORY     - Date     Condition        Report By
 EG0355  HISTORY     - 1946     MONUMENTED       CGS
 EG0355  HISTORY     - 1963     GOOD             MSHD
 EG0355
 EG0355                          STATION DESCRIPTION
 EG0355
 EG0355'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0355'3.1 MI E FROM SMITHVILLE.
 EG0355'TO REACH FROM THE SMITHVILLE HIGH SCHOOL GO 1.5 MILE EAST ON A BLACK
 EG0355'TOP ROAD TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH AND GO 0.4 MILE TO A
 EG0355'T INTERSECTION, TURN LEFT AND GO EAST FOR 2.1 MILES (PASSING PIERCES
 EG0355'CHAPEL CHURCH) TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG0355'TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS LOCATED AT THE SOUTHWEST
 EG0355'CORNER OF THE CHURCH CEMETERY, 250 FEET WEST OF THE INTERSECTION OF A
 EG0355'ROAD LEADING NORTH, 30 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 12
 EG0355'FEET NORTH OF A FENCE CORNER, 2.5 FEET EAST OF A FENCE, ABOUT LEVEL
 EG0355'WITH THE ROAD, AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET 1.0
 EG0355'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0330 ***********************************************************************
 EG0330  DESIGNATION -  C 175 RESET 1966
 EG0330  PID         -  EG0330
 EG0330  STATE/COUNTY-  MS/ITAWAMBA
 EG0330  USGS QUAD   -  TREMONT (1992)
 EG0330
 EG0330                         *CURRENT SURVEY CONTROL
 EG0330  ___________________________________________________________________
 EG0330* NAD 83(1986)-  34 11 19.     (N)    088 15 22.     (W)     SCALED    
 EG0330* NAVD 88     -       115.07   (meters)     377.5    (feet)  RESET     
 EG0330  ___________________________________________________________________
 EG0330  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0330  VERT ORDER  -  THIRD
 EG0330
 EG0330.The horizontal coordinates were scaled from a topographic map and have
 EG0330.an estimated accuracy of +/- 6 seconds.
 EG0330
 EG0330.The orthometric height was computed from unverified reset data.
 EG0330
 EG0330.The geoid height was determined by GEOID03.
 EG0330
 EG0330;                    North         East    Units  Estimated Accuracy
 EG0330;SPC MS E     -   520,020.      353,210.      MT  (+/- 180 meters Scaled)
 EG0330
 EG0330                          SUPERSEDED SURVEY CONTROL
 EG0330
 EG0330.No superseded survey control is available for this station.
 EG0330
 EG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC842837(NAD 83)
 EG0330_MARKER: DD = SURVEY DISK
 EG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0330_STAMPING: C 175 RESET 1966
 EG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0330+STABILITY: SURFACE MOTION
 EG0330
 EG0330  HISTORY     - Date     Condition        Report By
 EG0330  HISTORY     - 1966     MONUMENTED       MSHD
 EG0330  HISTORY     - 1978     GOOD             MSHD
 EG0330
 EG0330                          STATION DESCRIPTION
 EG0330
 EG0330'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0330'3.4 MI S FROM TREMONT.
 EG0330'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 23 (GRAVEL ROAD) FROM ITS
 EG0330'INTERSECTION WITH U. S. HIGHWAY 78 IN TREMONT TO A GROCERY STORE ON
 EG0330'THE RIGHT AND THE RESIDENCE OF J. B. MCCAULLY AND THE MARK ON THE
 EG0330'LEFT.  IT IS 103 FEET SOUTH OF A 48 IN. OAK TREE, 75 FEET EAST OF THE
 EG0330'CENTERLINE OF HIGHWAY 23, 31 FEET SOUTHWEST OF A BRICK STORM HOUSE AND
 EG0330'1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK IS A DISK SET IN THE
 EG0330'TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 EG0330
 EG0330                          STATION RECOVERY (1978)
 EG0330
 EG0330'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0330'THE MARK IS LOCATED 3.3 MILES SOUTH OF TREMONT ON THE EAST RIGHT OF
 EG0330'WAY OF STATE HIGHWAY 23 ON THE FRONT LAWN OF A GREEN FRAME HOUSE,
 EG0330'0.55 MILE NORTH OF THE ASHBURY METHODIST CHURCH, 0.2 MILE NORTH OF A
 EG0330'SIDE ROAD LEADING EAST IN THE NORTHWEST 1/4 OF SECTION 28, T 10S, R
 EG0330'10E. IT IS 120 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 111 FEET
 EG0330'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 109 FEET
 EG0330'SOUTHWEST OF A 48 INCH OAK, 103 FEET SOUTHWEST OF A POLE WITH A LAMP
 EG0330'ON IT, 75 FEET EAST OF THE CENTER OF HIGHWAY 23, 8.5 FEET SOUTH OF A
 EG0330'RIGHT OF WAY MARKER, 1.5 FEET NORTHEAST OF A METAL WITNESS POST SET
 EG0330'IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF
 EG0330'THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION
 EG0330'OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 0.5 MILE EAST OF THE POST
 EG0330'OFFICE IN TREMONT GO SOUTH ON STATE HIGHWAY 23 FOR 3.25 MILES TO THE
 EG0330'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0341 ***********************************************************************
 EG0341  DESIGNATION -  C 176
 EG0341  PID         -  EG0341
 EG0341  STATE/COUNTY-  MS/ITAWAMBA
 EG0341  USGS QUAD   -  DETROIT (1967)
 EG0341
 EG0341                         *CURRENT SURVEY CONTROL
 EG0341  ___________________________________________________________________
 EG0341* NAD 83(1986)-  34 05 59.     (N)    088 13 22.     (W)     SCALED    
 EG0341* NAVD 88     -       148.118  (meters)     485.95   (feet)  ADJUSTED  
 EG0341  ___________________________________________________________________
 EG0341  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0341  DYNAMIC HT  -         147.968 (meters)     485.46  (feet)  COMP
 EG0341  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EG0341
 EG0341  VERT ORDER  -  SECOND    CLASS 0
 EG0341
 EG0341.The horizontal coordinates were scaled from a topographic map and have
 EG0341.an estimated accuracy of +/- 6 seconds.
 EG0341
 EG0341.The orthometric height was determined by differential leveling
 EG0341.and adjusted in June 1991.
 EG0341
 EG0341.The geoid height was determined by GEOID03.
 EG0341
 EG0341.The dynamic height is computed by dividing the NAVD 88
 EG0341.geopotential number by the normal gravity value computed on the
 EG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0341.degrees latitude (g = 980.6199 gals.).
 EG0341
 EG0341.The modeled gravity was interpolated from observed gravity values.
 EG0341
 EG0341;                    North         East    Units  Estimated Accuracy
 EG0341;SPC MS E     -   510,180.      356,340.      MT  (+/- 180 meters Scaled)
 EG0341
 EG0341                          SUPERSEDED SURVEY CONTROL
 EG0341
 EG0341  NGVD 29 (??/??/92)  148.059  (m)          485.76   (f) ADJ UNCH    2 0
 EG0341
 EG0341.Superseded values are not recommended for survey control.
 EG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0341.See file dsdata.txt to determine how the superseded data were derived.
 EG0341
 EG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC872738(NAD 83)
 EG0341_MARKER: DB = BENCH MARK DISK
 EG0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0341_STAMPING: C 176 1946
 EG0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0341+STABILITY: SURFACE MOTION
 EG0341
 EG0341  HISTORY     - Date     Condition        Report By
 EG0341  HISTORY     - 1946     MONUMENTED       CGS
 EG0341  HISTORY     - 1962     GOOD             MSHD
 EG0341  HISTORY     - 1978     GOOD             MSHD
 EG0341
 EG0341                          STATION DESCRIPTION
 EG0341
 EG0341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0341'14.6 MI SE FROM TREMONT.
 EG0341'TO REACH FROM THE MAIN CROSSROADS IN TREMONT, GO SOUTH ON GRAVEL ROAD
 EG0341'(SMITHVILLE ROAD) 4.3 MILES TO A SIDE ROAD LEFT (HOPEWELL COMMUNITY
 EG0341'ROAD) TURN LEFT AND GO EAST AND SOUTH 4.5 MILES TO THE HOPEWELL
 EG0341'METHODIST CHURCH ON THE RIGHT, CONTINUE SOUTH 1.1 MILES TO A
 EG0341'T-INTERSECTION, TURN LEFT AND GO 0.4 MILE TO A SIDE ROAD LEFT,
 EG0341'CONTINUE ON MAIN TRAVELED ROAD 1.0 MILE TO A T-INTERSECTION, TURN LEFT
 EG0341'AND GO 1.55 MILES TO THE LIBERTY GROVE METHODIST CHURCH ON THE RIGHT,
 EG0341'CONTINUE 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.75 MILE
 EG0341'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.45 MILE UPHILL TO THE MARK
 EG0341'ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 6
 EG0341'INCH SQUARE CONCRETE POST.  IT IS 23 FEET SOUTHWEST OF THE CENTER OF
 EG0341'THE ROAD, 18 FEET NORTHEAST OF A TRIANGLE BLAZED 24 INCH OAK, 15 FEET
 EG0341'EAST OF A TRIANGLE BLAZED 8 INCH HICKORY, 12 FEET WEST OF THE
 EG0341'INTERSECTION OF A DIM WOODS ROAD AND THE GRAVEL ROAD, ABOUT LEVEL WITH
 EG0341'THE ROAD AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT
 EG0341'EAST OF THE MARK.
 EG0341
 EG0341                          STATION RECOVERY (1978)
 EG0341
 EG0341'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0341'THE MARK IS LOCATED 9.5 MILES SOUTH OF TREMONT ON THE SOUTHWEST RIGHT
 EG0341'OF WAY OF A COUNTY ROAD IN THE NORTHWEST CORNER OF SECTION 26, T 11S,
 EG0341'R 10E. IT IS 24 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 EG0341'1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EG0341'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS
 EG0341'ABOUT 6 INCHES BELOW THE GROUND. TO REACH FROM THE JUNCTION OF STATE
 EG0341'HIGHWAY 23 AND U.S. HIGHWAY 78 0.5 MILE EAST OF THE POST OFFICE IN
 EG0341'TREMONT GO SOUTH ON STATE HIGHWAY 23 FOR 4.15 MILES TO A SIDE ROAD
 EG0341'LEFT. TURN LEFT AND GO EAST ON A PAVED ROAD FOR 1 MILE TO A SIDE ROAD
 EG0341'RIGHT. TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 2.05 MILES TO A
 EG0341'SIDE ROAD LEFT. TURN LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 2.7
 EG0341'MILES TO A INTERSECTION. TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 EG0341'FOR 0.3 MILE TO ANOTHER T INTERSECTION. TURN RIGHT AND GO SOUTHWEST
 EG0341'ON A PAVED ROAD FOR 100 YARDS TO A SIDE ROAD LEFT. TURN LEFT AND GO
 EG0341'SOUTH ON A GRAVELED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT. TURN
 EG0341'RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.45 MILE TO THE MARK
 EG0341'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0485 ***********************************************************************
 DJ0485  DESIGNATION -  C 177
 DJ0485  PID         -  DJ0485
 DJ0485  STATE/COUNTY-  MS/NOXUBEE
 DJ0485  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0485
 DJ0485                         *CURRENT SURVEY CONTROL
 DJ0485  ___________________________________________________________________
 DJ0485* NAD 83(1986)-  33 11 42.     (N)    088 21 59.     (W)     SCALED    
 DJ0485* NAVD 88     -        65.723  (meters)     215.63   (feet)  ADJUSTED  
 DJ0485  ___________________________________________________________________
 DJ0485  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DJ0485  DYNAMIC HT  -          65.652 (meters)     215.39  (feet)  COMP
 DJ0485  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 DJ0485
 DJ0485  VERT ORDER  -  SECOND    CLASS 0
 DJ0485
 DJ0485.The horizontal coordinates were scaled from a topographic map and have
 DJ0485.an estimated accuracy of +/- 6 seconds.
 DJ0485
 DJ0485.The orthometric height was determined by differential leveling
 DJ0485.and adjusted in June 1991.
 DJ0485
 DJ0485.The geoid height was determined by GEOID03.
 DJ0485
 DJ0485.The dynamic height is computed by dividing the NAVD 88
 DJ0485.geopotential number by the normal gravity value computed on the
 DJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0485.degrees latitude (g = 980.6199 gals.).
 DJ0485
 DJ0485.The modeled gravity was interpolated from observed gravity values.
 DJ0485
 DJ0485;                    North         East    Units  Estimated Accuracy
 DJ0485;SPC MS E     -   409,760.      343,540.      MT  (+/- 180 meters Scaled)
 DJ0485
 DJ0485                          SUPERSEDED SURVEY CONTROL
 DJ0485
 DJ0485  NGVD 29 (??/??/92)   65.692  (m)          215.52   (f) ADJ UNCH    2 0
 DJ0485
 DJ0485.Superseded values are not recommended for survey control.
 DJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0485.See file dsdata.txt to determine how the superseded data were derived.
 DJ0485
 DJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB726737(NAD 83)
 DJ0485_MARKER: DB = BENCH MARK DISK
 DJ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0485_STAMPING: C 177 1946
 DJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0485+STABILITY: SURFACE MOTION
 DJ0485
 DJ0485  HISTORY     - Date     Condition        Report By
 DJ0485  HISTORY     - 1946     MONUMENTED       CGS
 DJ0485  HISTORY     - 1963     GOOD             MSHD
 DJ0485
 DJ0485                          STATION DESCRIPTION
 DJ0485
 DJ0485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0485'4.35 MI SW FROM BIGBEE VALLEY.
 DJ0485'TO REACH THE MARK FROM THE POST OFFICE AT BIGBEE VALLEY, GO WEST 1.0
 DJ0485'MILE TO A CROSSROAD, TURN LEFT, SOUTH AND GO 3.3 MILES TO A FARMHOUSE
 DJ0485'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN
 DJ0485'8-INCH SQUARE CONCRETE POST.  IT IS ABOUT 225 FEET WEST OF THE
 DJ0485'NORTHWEST CORNER OF THE HOUSE, 23 FEET EAST OF THE CENTER OF THE ROAD,
 DJ0485'15 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING TO THE HOUSE, ABOUT
 DJ0485'LEVEL WITH THE ROAD AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET
 DJ0485'1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0170 ***********************************************************************
 DJ0170  DESIGNATION -  C 179
 DJ0170  PID         -  DJ0170
 DJ0170  STATE/COUNTY-  MS/LOWNDES
 DJ0170  USGS QUAD   -  CALEDONIA (1987)
 DJ0170
 DJ0170                         *CURRENT SURVEY CONTROL
 DJ0170  ___________________________________________________________________
 DJ0170* NAD 83(1986)-  33 43 14.     (N)    088 18 55.     (W)     SCALED    
 DJ0170* NAVD 88     -        77.471  (meters)     254.17   (feet)  ADJUSTED  
 DJ0170  ___________________________________________________________________
 DJ0170  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DJ0170  DYNAMIC HT  -          77.391 (meters)     253.91  (feet)  COMP
 DJ0170  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 DJ0170
 DJ0170  VERT ORDER  -  SECOND    CLASS 0
 DJ0170
 DJ0170.The horizontal coordinates were scaled from a topographic map and have
 DJ0170.an estimated accuracy of +/- 6 seconds.
 DJ0170
 DJ0170.The orthometric height was determined by differential leveling
 DJ0170.and adjusted in June 1991.
 DJ0170
 DJ0170.The geoid height was determined by GEOID03.
 DJ0170
 DJ0170.The dynamic height is computed by dividing the NAVD 88
 DJ0170.geopotential number by the normal gravity value computed on the
 DJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0170.degrees latitude (g = 980.6199 gals.).
 DJ0170
 DJ0170.The modeled gravity was interpolated from observed gravity values.
 DJ0170
 DJ0170;                    North         East    Units  Estimated Accuracy
 DJ0170;SPC MS E     -   468,070.      348,010.      MT  (+/- 180 meters Scaled)
 DJ0170
 DJ0170                          SUPERSEDED SURVEY CONTROL
 DJ0170
 DJ0170  NGVD 29 (??/??/92)   77.440  (m)          254.07   (f) ADJ UNCH    2 0
 DJ0170
 DJ0170.Superseded values are not recommended for survey control.
 DJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0170.See file dsdata.txt to determine how the superseded data were derived.
 DJ0170
 DJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC781319(NAD 83)
 DJ0170_MARKER: DB = BENCH MARK DISK
 DJ0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0170_SP_SET: BRIDGE
 DJ0170_STAMPING: C 179 1946
 DJ0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0170
 DJ0170  HISTORY     - Date     Condition        Report By
 DJ0170  HISTORY     - 1946     MONUMENTED       CGS
 DJ0170  HISTORY     - 1963     GOOD             MSHD
 DJ0170  HISTORY     - 20031127 MARK NOT FOUND   INDIV
 DJ0170
 DJ0170                          STATION DESCRIPTION
 DJ0170
 DJ0170'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0170'3.0 MI N FROM CALEDONIA.
 DJ0170'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO NORTH ALONG A
 DJ0170'GRAVEL ROAD KNOWN AS THE GATTMAN ROAD FOR 3.0 MILES TO A CONCRETE
 DJ0170'BRIDGE AND THE MARK AS DESCRIBED.  (ABOUT 0.1 MILE BEFORE REACHING A
 DJ0170'SIDEROAD LEADING EAST.)  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0170'HOLE IN THE TOP OF THE SOUTH END OF THE EAST CURB OF A 32-FOOT
 DJ0170'CONCRETE BRIDGE, 8.5 FEET EAST OF THE CENTER OF THE ROAD.  IT IS ABOUT
 DJ0170'LEVEL WITH THE ROAD.
 DJ0170
 DJ0170                          STATION RECOVERY (2003)
 DJ0170
 DJ0170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 DJ0170'TO REACH THE MARK FROM THE TOWN HALL OF CALEDONIA,
 DJ0170' GO EAST FOR 0.1 MILES AND TURN LEFT ONTO NORTH WOLFE ROAD.
 DJ0170' GO NORTH ALONG THIS ROAD FOR 3.8 MILES TO A CONCRETE BRIDGE AND THE
 DJ0170'MARK AS DESCRIBED.THE MARK WAS SET IN CEMENT IN A DRILLED HOLE IN THE
 DJ0170'TOP OF THE SOUTH END OF THE EAST CURB OF A 32-FOOT CONCRETE BRIDGE,
 DJ0170'8.5 FEET EAST FROM THE CENTER OF THE ROAD.  IT WAS ABOUT LEVEL WITH
 DJ0170'THE ROAD.  THE DRILLED HOLE IN THE CONCRETE WHERE THE DISK WAS SET IS
 DJ0170'STILL PRESENT, BUT THE DISK ITSELF IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1043 ***********************************************************************
 DJ1043  DESIGNATION -  C 180
 DJ1043  PID         -  DJ1043
 DJ1043  STATE/COUNTY-  MS/MONROE
 DJ1043  USGS QUAD   -  STRONG (1987)
 DJ1043
 DJ1043                         *CURRENT SURVEY CONTROL
 DJ1043  ___________________________________________________________________
 DJ1043* NAD 83(1986)-  33 41 41.     (N)    088 35 28.     (W)     SCALED    
 DJ1043* NAVD 88     -        81.499  (meters)     267.38   (feet)  ADJUSTED  
 DJ1043  ___________________________________________________________________
 DJ1043  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ1043  DYNAMIC HT  -          81.415 (meters)     267.11  (feet)  COMP
 DJ1043  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 DJ1043
 DJ1043  VERT ORDER  -  SECOND    CLASS 0
 DJ1043
 DJ1043.The horizontal coordinates were scaled from a topographic map and have
 DJ1043.an estimated accuracy of +/- 6 seconds.
 DJ1043
 DJ1043.The orthometric height was determined by differential leveling
 DJ1043.and adjusted in June 1991.
 DJ1043
 DJ1043.The geoid height was determined by GEOID03.
 DJ1043
 DJ1043.The dynamic height is computed by dividing the NAVD 88
 DJ1043.geopotential number by the normal gravity value computed on the
 DJ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1043.degrees latitude (g = 980.6199 gals.).
 DJ1043
 DJ1043.The modeled gravity was interpolated from observed gravity values.
 DJ1043
 DJ1043;                    North         East    Units  Estimated Accuracy
 DJ1043;SPC MS E     -   465,110.      322,460.      MT  (+/- 180 meters Scaled)
 DJ1043
 DJ1043                          SUPERSEDED SURVEY CONTROL
 DJ1043
 DJ1043  NGVD 29 (??/??/92)   81.45   (m)          267.2    (f) COMPUTED    2 0
 DJ1043
 DJ1043.Superseded values are not recommended for survey control.
 DJ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1043.See file dsdata.txt to determine how the superseded data were derived.
 DJ1043
 DJ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC525294(NAD 83)
 DJ1043_MARKER: DB = BENCH MARK DISK
 DJ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1043_STAMPING: C 180 1946
 DJ1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1043+STABILITY: SURFACE MOTION
 DJ1043
 DJ1043  HISTORY     - Date     Condition        Report By
 DJ1043  HISTORY     - 1946     MONUMENTED       CGS
 DJ1043  HISTORY     - 1963     GOOD             MSHD
 DJ1043  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1043
 DJ1043                          STATION DESCRIPTION
 DJ1043
 DJ1043'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1043'0.9 MI E FROM STRONGS.
 DJ1043'TO REACH FROM THE POST OFFICE IN STRONG, GO EAST ALONG A GRAVEL ROAD
 DJ1043'FOR 0.9 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 DJ1043'TOP OF A 8 INCH SQUARE CONCRETE POST.  IT IS 95 FEET EAST OF A CATTLE
 DJ1043'LOADING CHUTE, 35 FEET SOUTHWEST OF A 40 INCH OAK TREE, 20 FEET NORTH
 DJ1043'OF THE CENTER OF THE ROAD, 2 FEET NORTH OF A WIRE FENCE, ABOUT LEVEL
 DJ1043'WITH THE GRAVEL ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS
 DJ1043'SET 1.0 FOOT EAST OF THE MARK.
 DJ1043
 DJ1043                          STATION RECOVERY (1983)
 DJ1043
 DJ1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1043'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0792 ***********************************************************************
 DJ0792  DESIGNATION -  C 181
 DJ0792  PID         -  DJ0792
 DJ0792  STATE/COUNTY-  MS/LOWNDES
 DJ0792  USGS QUAD   -  BENT OAK (1987)
 DJ0792
 DJ0792                         *CURRENT SURVEY CONTROL
 DJ0792  ___________________________________________________________________
 DJ0792* NAD 83(1986)-  33 25 30.     (N)    088 36 54.     (W)     SCALED    
 DJ0792* NAVD 88     -        77.601  (meters)     254.60   (feet)  ADJUSTED  
 DJ0792  ___________________________________________________________________
 DJ0792  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ0792  DYNAMIC HT  -          77.518 (meters)     254.32  (feet)  COMP
 DJ0792  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DJ0792
 DJ0792  VERT ORDER  -  SECOND    CLASS 0
 DJ0792
 DJ0792.The horizontal coordinates were scaled from a topographic map and have
 DJ0792.an estimated accuracy of +/- 6 seconds.
 DJ0792
 DJ0792.The orthometric height was determined by differential leveling
 DJ0792.and adjusted in June 1991.
 DJ0792
 DJ0792.The geoid height was determined by GEOID03.
 DJ0792
 DJ0792.The dynamic height is computed by dividing the NAVD 88
 DJ0792.geopotential number by the normal gravity value computed on the
 DJ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0792.degrees latitude (g = 980.6199 gals.).
 DJ0792
 DJ0792.The modeled gravity was interpolated from observed gravity values.
 DJ0792
 DJ0792;                    North         East    Units  Estimated Accuracy
 DJ0792;SPC MS E     -   435,190.      320,310.      MT  (+/- 180 meters Scaled)
 DJ0792
 DJ0792                          SUPERSEDED SURVEY CONTROL
 DJ0792
 DJ0792  NGVD 29 (??/??/92)   77.558  (m)          254.45   (f) ADJ UNCH    2 0
 DJ0792
 DJ0792.Superseded values are not recommended for survey control.
 DJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0792.See file dsdata.txt to determine how the superseded data were derived.
 DJ0792
 DJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB498995(NAD 83)
 DJ0792_MARKER: DB = BENCH MARK DISK
 DJ0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0792_STAMPING: C 181 1946
 DJ0792_MARK LOGO: CGS   
 DJ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0792+STABILITY: SURFACE MOTION
 DJ0792
 DJ0792  HISTORY     - Date     Condition        Report By
 DJ0792  HISTORY     - 1946     MONUMENTED       CGS
 DJ0792  HISTORY     - 1963     GOOD             MSHD
 DJ0792  HISTORY     - 1971     POOR             NGS
 DJ0792  HISTORY     - 1983     POOR             NGS
 DJ0792
 DJ0792                          STATION DESCRIPTION
 DJ0792
 DJ0792'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0792'2.0 MI E FROM ARTESIA.
 DJ0792'TO REACH FROM THE INTERSECTION OF AN EAST-WEST ROAD AND THE GULF,
 DJ0792'MOBILE AND OHIO AT THE NORTH EDGE OF ARTESIA (ABOUT 0.15 MILE NORTH OF
 DJ0792'THE RAILROAD STATION) GO EAST ON A BLACKTOP ROAD 2.0 MILES TO THE MARK
 DJ0792'AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 DJ0792'CONCRETE POST.  IT IS 120 FEET WEST OF MILEPOST NO. 2, 48 FEET SOUTH
 DJ0792'OF THE CENTER OF TRACK, 20 FEET EAST OF THE CENTER OF A PRIVATE ROAD,
 DJ0792'2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND PROJECTS 4
 DJ0792'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
 DJ0792'NOTE-- USE PRECAUTION.
 DJ0792
 DJ0792                          STATION RECOVERY (1971)
 DJ0792
 DJ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DJ0792'MARK RECOVERED IN POOR CONDITION.
 DJ0792
 DJ0792                          STATION RECOVERY (1983)
 DJ0792
 DJ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0792'RECOVERED IN POOR CONDITION, MARK HAS BEEN HIT AND IS TILTED, NOT
 DJ0792'SUITABLE FOR LEVELS.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0582 ***********************************************************************
 DJ0582  DESIGNATION -  C 182
 DJ0582  PID         -  DJ0582
 DJ0582  STATE/COUNTY-  MS/LOWNDES
 DJ0582  USGS QUAD   -  TRINITY (1987)
 DJ0582
 DJ0582                         *CURRENT SURVEY CONTROL
 DJ0582  ___________________________________________________________________
 DJ0582* NAD 83(1986)-  33 21 40.     (N)    088 26 36.     (W)     SCALED    
 DJ0582* NAVD 88     -        62.704  (meters)     205.72   (feet)  ADJUSTED  
 DJ0582  ___________________________________________________________________
 DJ0582  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0582  DYNAMIC HT  -          62.636 (meters)     205.50  (feet)  COMP
 DJ0582  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DJ0582
 DJ0582  VERT ORDER  -  SECOND    CLASS 0
 DJ0582
 DJ0582.The horizontal coordinates were scaled from a topographic map and have
 DJ0582.an estimated accuracy of +/- 6 seconds.
 DJ0582
 DJ0582.The orthometric height was determined by differential leveling
 DJ0582.and adjusted in June 1991.
 DJ0582
 DJ0582.The geoid height was determined by GEOID03.
 DJ0582
 DJ0582.The dynamic height is computed by dividing the NAVD 88
 DJ0582.geopotential number by the normal gravity value computed on the
 DJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0582.degrees latitude (g = 980.6199 gals.).
 DJ0582
 DJ0582.The modeled gravity was interpolated from observed gravity values.
 DJ0582
 DJ0582;                    North         East    Units  Estimated Accuracy
 DJ0582;SPC MS E     -   428,160.      336,300.      MT  (+/- 180 meters Scaled)
 DJ0582
 DJ0582                          SUPERSEDED SURVEY CONTROL
 DJ0582
 DJ0582  NGVD 29 (??/??/92)   62.693  (m)          205.69   (f) ADJ UNCH    2 0
 DJ0582
 DJ0582.Superseded values are not recommended for survey control.
 DJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0582.See file dsdata.txt to determine how the superseded data were derived.
 DJ0582
 DJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB657922(NAD 83)
 DJ0582_MARKER: DB = BENCH MARK DISK
 DJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0582_STAMPING: C 182 1946
 DJ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0582+STABILITY: SURFACE MOTION
 DJ0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0582+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 DJ0582
 DJ0582  HISTORY     - Date     Condition        Report By
 DJ0582  HISTORY     - 1946     MONUMENTED       CGS
 DJ0582  HISTORY     - 1963     GOOD             MSHD
 DJ0582  HISTORY     - 20041106 GOOD             BAKER
 DJ0582
 DJ0582                          STATION DESCRIPTION
 DJ0582
 DJ0582'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0582'1.55 MI NE FROM TRINITY.
 DJ0582'TO REACH THE MARK FROM C. M. E. CHURCH IN TRINITY, GO EAST ON A GRAVEL
 DJ0582'ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO NORTH FOR 1.05
 DJ0582'MILES TO A SIDE ROAD LEFT AND THE MARK AS DESCRIBED.  THE MARK IS A
 DJ0582'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 35 FEET
 DJ0582'WEST OF THE CENTER OF THE MAIN ROAD, 30 FEET EAST OF THE EAST END OF A
 DJ0582'HEDGE FENCE, 12 FEET NORTH OF THE CENTER OF THE SIDE ROAD, ABOUT LEVEL
 DJ0582'WITH THE ROADS, AND PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET 1.0
 DJ0582'FOOT SOUTH OF THE MARK.
 DJ0582
 DJ0582                          STATION RECOVERY (2004)
 DJ0582
 DJ0582'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RSP)
 DJ0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0204 ***********************************************************************
 EG0204  DESIGNATION -  C 183
 EG0204  PID         -  EG0204
 EG0204  STATE/COUNTY-  MS/MONROE
 EG0204  USGS QUAD   -  SMITHVILLE (1992)
 EG0204
 EG0204                         *CURRENT SURVEY CONTROL
 EG0204  ___________________________________________________________________
 EG0204* NAD 83(1986)-  34 01 36.     (N)    088 27 07.     (W)     SCALED    
 EG0204* NAVD 88     -        74.642  (meters)     244.89   (feet)  ADJUSTED  
 EG0204  ___________________________________________________________________
 EG0204  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG0204  DYNAMIC HT  -          74.566 (meters)     244.64  (feet)  COMP
 EG0204  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 EG0204
 EG0204  VERT ORDER  -  SECOND    CLASS 0
 EG0204
 EG0204.The horizontal coordinates were scaled from a topographic map and have
 EG0204.an estimated accuracy of +/- 6 seconds.
 EG0204
 EG0204.The orthometric height was determined by differential leveling
 EG0204.and adjusted in June 1991.
 EG0204
 EG0204.The geoid height was determined by GEOID03.
 EG0204
 EG0204.The dynamic height is computed by dividing the NAVD 88
 EG0204.geopotential number by the normal gravity value computed on the
 EG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0204.degrees latitude (g = 980.6199 gals.).
 EG0204
 EG0204.The modeled gravity was interpolated from observed gravity values.
 EG0204
 EG0204;                    North         East    Units  Estimated Accuracy
 EG0204;SPC MS E     -   501,970.      335,220.      MT  (+/- 180 meters Scaled)
 EG0204
 EG0204                          SUPERSEDED SURVEY CONTROL
 EG0204
 EG0204  NGVD 29 (??/??/92)   74.586  (m)          244.70   (f) ADJ UNCH    2 0
 EG0204
 EG0204.Superseded values are not recommended for survey control.
 EG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0204.See file dsdata.txt to determine how the superseded data were derived.
 EG0204
 EG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659660(NAD 83)
 EG0204_MARKER: DB = BENCH MARK DISK
 EG0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0204_SP_SET: CULVERT
 EG0204_STAMPING: C 183 1946
 EG0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0204
 EG0204  HISTORY     - Date     Condition        Report By
 EG0204  HISTORY     - 1946     MONUMENTED       CGS
 EG0204  HISTORY     - 1963     GOOD             MSHD
 EG0204
 EG0204                          STATION DESCRIPTION
 EG0204
 EG0204'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0204'4.1 MI NE FROM AMORY.
 EG0204'TO REACH FROM THE CITY PARK IN AMORY, GO NORTHEAST ON STATE HIGHWAY 25
 EG0204'FOR 4.1 MILES TO A 3 FOOT CONCRETE CULVERT AND THE MARK ON THE RIGHT.
 EG0204'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE NORTHEAST
 EG0204'END OF THE SOUTHEAST HEADWALL 11.0 FEET SOUTHEAST OF THE CENTER OF THE
 EG0204'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0623 ***********************************************************************
 DJ0623  DESIGNATION -  C 187
 DJ0623  PID         -  DJ0623
 DJ0623  STATE/COUNTY-  MS/LOWNDES
 DJ0623  USGS QUAD   -  FORRESTON (1987)
 DJ0623
 DJ0623                         *CURRENT SURVEY CONTROL
 DJ0623  ___________________________________________________________________
 DJ0623* NAD 83(1986)-  33 20 14.     (N)    088 18 45.     (W)     SCALED    
 DJ0623* NAVD 88     -        46.656  (meters)     153.07   (feet)  ADJUSTED  
 DJ0623  ___________________________________________________________________
 DJ0623  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ0623  DYNAMIC HT  -          46.606 (meters)     152.91  (feet)  COMP
 DJ0623  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DJ0623
 DJ0623  VERT ORDER  -  SECOND    CLASS 0
 DJ0623
 DJ0623.The horizontal coordinates were scaled from a topographic map and have
 DJ0623.an estimated accuracy of +/- 6 seconds.
 DJ0623
 DJ0623.The orthometric height was determined by differential leveling
 DJ0623.and adjusted in June 1991.
 DJ0623
 DJ0623.The geoid height was determined by GEOID03.
 DJ0623
 DJ0623.The dynamic height is computed by dividing the NAVD 88
 DJ0623.geopotential number by the normal gravity value computed on the
 DJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0623.degrees latitude (g = 980.6199 gals.).
 DJ0623
 DJ0623.The modeled gravity was interpolated from observed gravity values.
 DJ0623
 DJ0623;                    North         East    Units  Estimated Accuracy
 DJ0623;SPC MS E     -   425,560.      348,490.      MT  (+/- 180 meters Scaled)
 DJ0623
 DJ0623                          SUPERSEDED SURVEY CONTROL
 DJ0623
 DJ0623  NGVD 29 (??/??/92)   46.634  (m)          153.00   (f) ADJ UNCH    2 0
 DJ0623
 DJ0623.Superseded values are not recommended for survey control.
 DJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0623.See file dsdata.txt to determine how the superseded data were derived.
 DJ0623
 DJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB778894(NAD 83)
 DJ0623_MARKER: DB = BENCH MARK DISK
 DJ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0623_STAMPING: C 187 1946
 DJ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0623+STABILITY: SURFACE MOTION
 DJ0623
 DJ0623  HISTORY     - Date     Condition        Report By
 DJ0623  HISTORY     - 1946     MONUMENTED       CGS
 DJ0623  HISTORY     - 1963     GOOD             MSHD
 DJ0623
 DJ0623                          STATION DESCRIPTION
 DJ0623
 DJ0623'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0623'6.55 MI SE FROM VAUGHN AIR FIELD.
 DJ0623'TO REACH FROM THE NORTHWEST ENTRANCE OF THE VAUGHN AIRFIELD GO
 DJ0623'SOUTHEAST ON A GRAVEL ROAD 1.9 MILES THEN SOUTH ON THE
 DJ0623'COLUMBUS-NASHVILLE FERRY ROAD 3.75 MILES (CROSSING NASH CREEK) TO A T
 DJ0623'INTERSECTION, TURN LEFT, AND GO NORTHEAST ON A GRAVEL ROAD 0.9 MILE TO
 DJ0623'A RAILROAD CROSSING (ST. LOUIS-SAN FRANCISCO RAILWAY) AND THE MARK ON
 DJ0623'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 DJ0623'CONCRETE POST.  IT IS 40 FEET WEST OF THE CENTER OF THE CROSSING, 31
 DJ0623'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 22 FEET NORTHWEST
 DJ0623'OF THE CENTER OF THE ROAD, 18 FEET WEST OF A RAILROAD CROSSING WARNING
 DJ0623'SIGN, 4 FEET BELOW THE LEVEL OF THE RAILROAD TRACK AND PROJECTS 6
 DJ0623'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0309 ***********************************************************************
 BH0309  DESIGNATION -  C 189
 BH0309  PID         -  BH0309
 BH0309  STATE/COUNTY-  MS/JACKSON
 BH0309  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0309
 BH0309                         *CURRENT SURVEY CONTROL
 BH0309  ___________________________________________________________________
 BH0309* NAD 83(1986)-  30 23 44.     (N)    088 32 12.     (W)     SCALED    
 BH0309* NAVD 88     -         5.84   (+/-2cm)      19.2    (feet)  VERTCON   
 BH0309  ___________________________________________________________________
 BH0309  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH0309  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0309
 BH0309.The horizontal coordinates were scaled from a topographic map and have
 BH0309.an estimated accuracy of +/- 6 seconds.
 BH0309
 BH0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0309.The vertical order pertains to the NGVD 29 superseded value.
 BH0309
 BH0309.The geoid height was determined by GEOID03.
 BH0309
 BH0309;                    North         East    Units  Estimated Accuracy
 BH0309;SPC MS E     -    99,310.      328,510.      MT  (+/- 180 meters Scaled)
 BH0309
 BH0309                          SUPERSEDED SURVEY CONTROL
 BH0309
 BH0309  NGVD 29 (??/??/??)    5.795  (m)           19.01   (f) ADJUSTED    1 2
 BH0309
 BH0309.Superseded values are not recommended for survey control.
 BH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0309.See file dsdata.txt to determine how the superseded data were derived.
 BH0309
 BH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU523636(NAD 83)
 BH0309_MARKER: DB = BENCH MARK DISK
 BH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0309_STAMPING: C 189 1955
 BH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0309+STABILITY: SURFACE MOTION
 BH0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0309+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 BH0309
 BH0309  HISTORY     - Date     Condition        Report By
 BH0309  HISTORY     - 1955     MONUMENTED       CGS
 BH0309  HISTORY     - 1973     GOOD             MSHD
 BH0309  HISTORY     - 20030503 GOOD             USPSQD
 BH0309
 BH0309                          STATION DESCRIPTION
 BH0309
 BH0309'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0309'1.35 MI S FROM MOSS POINT.
 BH0309'THE MARK IS LOCATED 1.35 MILES SOUTH OF THE CENTER OF THE BUSINESS
 BH0309'SECTION OF MOSS POINT IN THE NE ANGLE OF THE CROSSING OF THE
 BH0309'MISSISSIPPI EXPORT RAILROAD TRACK WITH MERIDIAN STREET NEAR THE SW
 BH0309'CORNER OF THE GROUNDS OF THE WEATHERBY MATERIALS CO.  IT IS 24 FEET
 BH0309'NORTH OF THE CENTER OF MERIDIAN STREET, 17.5 FEET EAST OF THE EAST
 BH0309'RAIL, 30 FEET NE OF THE CENTER OF THE CROSSING, 41.5 FEET EAST OF THE
 BH0309'SE CORNER OF A CONCRETE BUILDING ON THE WEST SIDE OF THE TRACK, 42
 BH0309'FEET NNW OF A GAS METER, 85 FEET WEST OF THE CENTER OF THE ENTRANCE TO
 BH0309'THE READY MIX CO., 2 FEET NORTH OF THE SW CORNER OF A CYCLONE FENCE, 1
 BH0309'FOOT EAST OF A METAL WITNESS POST, 0.5 FEET WEST OF A FENCE SET IN THE
 BH0309'TOP OF A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE TRACK AND IS
 BH0309'FLUSH WITH THE GROUND.  TO REACH FROM THE PASCAGOULA MOSS POINT BANK
 BH0309'IN MOSS POINT GO SOUTH ON MAIN STREET (STATE HIGHWAY 63) FOR 1.4 MILES
 BH0309'TO THE JUNCTION OF MERIDIAN STREET.  TURN LEFT AND GO EAST ON MERIDIAN
 BH0309'STREET FOR 100 YARDS TO THE MARK ON THE LEFT JUST BEYOND THE CROSSING
 BH0309'OF THE MISSISSIPPI EXPORT RAILROAD TRACK.
 BH0309
 BH0309                          STATION RECOVERY (2003)
 BH0309
 BH0309'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0309'EARTH AROUND MARKER IS BEING ERODED AWAY SINCE MARKER IS LOCATED ON
 BH0309'THE EDGE OF A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1197 ***********************************************************************
 BH1197  DESIGNATION -  C 190
 BH1197  PID         -  BH1197
 BH1197  STATE/COUNTY-  MS/HANCOCK
 BH1197  USGS QUAD   -  LOGTOWN (1993)
 BH1197
 BH1197                         *CURRENT SURVEY CONTROL
 BH1197  ___________________________________________________________________
 BH1197* NAD 83(1986)-  30 16 31.     (N)    089 32 53.     (W)     SCALED    
 BH1197* NAVD 88     -         5.337  (meters)      17.51   (feet)  ADJUSTED  
 BH1197  ___________________________________________________________________
 BH1197  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BH1197  DYNAMIC HT  -           5.330 (meters)      17.49  (feet)  COMP
 BH1197  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 BH1197
 BH1197  VERT ORDER  -  FIRST     CLASS I
 BH1197
 BH1197.The horizontal coordinates were scaled from a topographic map and have
 BH1197.an estimated accuracy of +/- 6 seconds.
 BH1197
 BH1197.The orthometric height was determined by differential leveling
 BH1197.and adjusted in February 1994.
 BH1197
 BH1197.The geoid height was determined by GEOID03.
 BH1197
 BH1197.The dynamic height is computed by dividing the NAVD 88
 BH1197.geopotential number by the normal gravity value computed on the
 BH1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1197.degrees latitude (g = 980.6199 gals.).
 BH1197
 BH1197.The modeled gravity was interpolated from observed gravity values.
 BH1197
 BH1197;                    North         East    Units  Estimated Accuracy
 BH1197;SPC MS E     -    86,150.      231,230.      MT  (+/- 180 meters Scaled)
 BH1197
 BH1197                          SUPERSEDED SURVEY CONTROL
 BH1197
 BH1197  NAVD 88 (06/15/91)    5.331  (m)           17.49   (f) UNKNOWN     1 1
 BH1197  NGVD 29 (??/??/??)    5.287  (m)           17.35   (f) ADJUSTED    1 1
 BH1197
 BH1197.Superseded values are not recommended for survey control.
 BH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1197.See file dsdata.txt to determine how the superseded data were derived.
 BH1197
 BH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU548520(NAD 83)
 BH1197_MARKER: DB = BENCH MARK DISK
 BH1197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1197_SP_SET: HEADWALL
 BH1197_STAMPING: C 190 1955
 BH1197_MARK LOGO: CGS   
 BH1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1197+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1197
 BH1197  HISTORY     - Date     Condition        Report By
 BH1197  HISTORY     - 1955     MONUMENTED       CGS
 BH1197  HISTORY     - 1972     GOOD             MSHD
 BH1197  HISTORY     - 1977     GOOD             NGS
 BH1197  HISTORY     - 19930317 GOOD             NGS
 BH1197  HISTORY     - 20050707 GOOD             NGS
 BH1197
 BH1197                          STATION DESCRIPTION
 BH1197
 BH1197'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1197'3.9 MI NE FROM PEARLINGTON.
 BH1197'THE MARK IS LOCATED 3.9 MILES NORTHEAST OF PEARLINGTON SET IN A DRILL
 BH1197'HOLE IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF AN 8 FOOT
 BH1197'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 0.6 MILES NORTHEAST OF A
 BH1197'ROADSIDE PARK AND TRUCK SCALES IN THE SOUTHEAST 1/4 OF SECTION 12, T
 BH1197'9S, R 16W.  IT IS 24 FEET NORTHWEST OF THE CENTER OF HIGHWAY 90, 1
 BH1197'FOOT NORTHEAST OF A METAL WITNESS POST AND ABOUT 1 1/2 FEET BELOW THE
 BH1197'LEVEL OF THE HIGHWAY.  TO REACH FROM THE EAST END OF THE BRIDGE OVER
 BH1197'PEARL RIVER AT PEARLINGTON GO EAST ON U.S. HIGHWAY 90 FOR 3.8 MILES TO
 BH1197'A CROSSROAD.  CONTINUE NORTHEAST ON U.S. HIGHWAY 90 FOR 0.95 MILES TO
 BH1197'THE MARK ON THE LEFT.
 BH1197
 BH1197                          STATION RECOVERY (1977)
 BH1197
 BH1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1197'4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE EAST END OF THE
 BH1197'HIGHWAY BRIDGE OVER THE PEARL RIVER AT PEARLINGTON, SET ON THE
 BH1197'TOP AND 0.8 FT. NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 BH1197'HEAD WALL FOR AN 8 FT. CULVERT BELOW HIGHWAY, 24.5 FT. NORTHWEST
 BH1197'OF THE CENTER LINE OF THE HIGHWAY.
 BH1197
 BH1197                          STATION RECOVERY (1993)
 BH1197
 BH1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1197'7.1 KM (4.40 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1197'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, IN TOP OF AND 0.1 M
 BH1197'(0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 BH1197'HEADWALL OF A CULVERT, 7.5 M (24.6 FT) NORTHWEST OF THE HIGHWAY
 BH1197'CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH1197
 BH1197                          STATION RECOVERY (2005)
 BH1197
 BH1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0894 ***********************************************************************
 BH0894  DESIGNATION -  C 191
 BH0894  PID         -  BH0894
 BH0894  STATE/COUNTY-  MS/HARRISON
 BH0894  USGS QUAD   -  PASS CHRISTIAN (1994)
 BH0894
 BH0894                         *CURRENT SURVEY CONTROL
 BH0894  ___________________________________________________________________
 BH0894* NAD 83(2007)-  30 21 12.11548(N)    089 08 33.94435(W)     NO CHECK  
 BH0894* NAVD 88     -         7.602  (meters)      24.94   (feet)  ADJUSTED  
 BH0894  ___________________________________________________________________
 BH0894  EPOCH DATE  -        2002.00
 BH0894  X           -      82,413.733 (meters)                     COMP
 BH0894  Y           -  -5,507,931.833 (meters)                     COMP
 BH0894  Z           -   3,204,227.203 (meters)                     COMP
 BH0894  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BH0894  ELLIP HEIGHT-         -20.335 (meters)          (02/10/07) NO CHECK
 BH0894  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BH0894  DYNAMIC HT  -           7.592 (meters)      24.91  (feet)  COMP
 BH0894
 BH0894  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH0894  Type    PID    Designation                      North   East  Ellip
 BH0894  -------------------------------------------------------------------
 BH0894  NETWORK BH0894 C 191                             1.04   1.12   1.74
 BH0894  -------------------------------------------------------------------
 BH0894  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 BH0894
 BH0894  VERT ORDER  -  FIRST     CLASS I
 BH0894
 BH0894.The horizontal coordinates were established by GPS observations
 BH0894.and adjusted by the National Geodetic Survey in February 2007.
 BH0894
 BH0894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH0894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH0894.No horizontal observational check was made to the station.
 BH0894.The horizontal coordinates are valid at the epoch date displayed above.
 BH0894.The epoch date for horizontal control is a decimal equivalence
 BH0894.of Year/Month/Day.
 BH0894
 BH0894.The orthometric height was determined by differential leveling
 BH0894.and adjusted in June 1991.
 BH0894
 BH0894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0894
 BH0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0894
 BH0894.The ellipsoidal height was determined by GPS observations
 BH0894.and is referenced to NAD 83.
 BH0894
 BH0894.The geoid height was determined by GEOID03.
 BH0894
 BH0894.The dynamic height is computed by dividing the NAVD 88
 BH0894.geopotential number by the normal gravity value computed on the
 BH0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0894.degrees latitude (g = 980.6199 gals.).
 BH0894
 BH0894.The modeled gravity was interpolated from observed gravity values.
 BH0894
 BH0894;                    North         East     Units Scale Factor Converg.
 BH0894;SPC MS E     -    94,632.458   270,252.105   MT  0.99996091   -0 09 22.9
 BH0894;SPC MS E     -   310,473.32    886,652.11   sFT  0.99996091   -0 09 22.9
 BH0894;UTM  16      - 3,359,888.822   294,047.973   MT  1.00012331   -1 04 59.5
 BH0894
 BH0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0894!SPC MS E     -   1.00000319  x   0.99996091  =   0.99996410
 BH0894!UTM  16      -   1.00000319  x   1.00012331  =   1.00012650
 BH0894
 BH0894                          SUPERSEDED SURVEY CONTROL
 BH0894
 BH0894  ELLIP H (05/29/02)  -20.313  (m)                       GP(       ) 1 1
 BH0894  NAD 83(1993)-  30 21 12.11534(N)    089 08 33.94422(W) AD(       ) 1
 BH0894  ELLIP H (12/02/99)  -20.332  (m)                       GP(       ) 1 1
 BH0894  NAVD 88 (12/02/99)    7.60   (m)           24.9    (f) LEVELING    3  
 BH0894  NGVD 29 (??/??/??)    7.563  (m)           24.81   (f) ADJUSTED    1 1
 BH0894
 BH0894.Superseded values are not recommended for survey control.
 BH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0894.See file dsdata.txt to determine how the superseded data were derived.
 BH0894
 BH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9404859889(NAD 83)
 BH0894_MARKER: DB = BENCH MARK DISK
 BH0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0894_STAMPING: C 191 1955
 BH0894_MARK LOGO: CGS   
 BH0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0894+STABILITY: SURFACE MOTION
 BH0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0894+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2008
 BH0894
 BH0894  HISTORY     - Date     Condition        Report By
 BH0894  HISTORY     - 1955     MONUMENTED       CGS
 BH0894  HISTORY     - 1968     GOOD             CGS
 BH0894  HISTORY     - 1976     GOOD             NGS
 BH0894  HISTORY     - 19880820 GOOD             USPSQD
 BH0894  HISTORY     - 19990315 GOOD             NGS
 BH0894  HISTORY     - 20031124 GOOD             INDIV
 BH0894  HISTORY     - 20080411 GOOD             LOWE
 BH0894
 BH0894                          STATION DESCRIPTION
 BH0894
 BH0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0894'0.6 MI E FROM LONG BEACH.
 BH0894'ABOUT 0.6 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0894'THE CROSSING OF JEFF DAVIS AVENUE AT LONG BEACH, 0.4 MILE WEST OF
 BH0894'MILEPOST 742, AT THE CROSSING OF NICHOLSON AVENUE, 110 FEET EAST OF
 BH0894'THE CENTER OF THE CROSSING, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 BH0894'98 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 82 FEET SOUTHWEST
 BH0894'OF A POWER LINE POLE, 2 FEET NORTHEAST OF A METAL WITNESS POST, 4 1/2
 BH0894'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BH0894'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0894
 BH0894                          STATION RECOVERY (1976)
 BH0894
 BH0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0894'RECOVERED IN GOOD CONDITION.
 BH0894
 BH0894                          STATION RECOVERY (1988)
 BH0894
 BH0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0894'RECOVERED IN GOOD CONDITION.
 BH0894
 BH0894                          STATION RECOVERY (1999)
 BH0894
 BH0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BH0894'RECOVERED AS DESCRIBED WITH 1 ADDITION.  7.6 M (24.9 FT)
 BH0894'NORTH-NORTHWEST OF THE CENTER OF FIRST STREET.  BY R.G.  HAYES
 BH0894
 BH0894                          STATION RECOVERY (2003)
 BH0894
 BH0894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BPD)
 BH0894'RECOVERED IN GOOD CONDITION.
 BH0894
 BH0894                          STATION RECOVERY (2008)
 BH0894
 BH0894'RECOVERY NOTE BY LOWE ENGINEERS 2008 (RW)
 BH0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0359 ***********************************************************************
 BH0359  DESIGNATION -  C 192
 BH0359  PID         -  BH0359
 BH0359  STATE/COUNTY-  MS/JACKSON
 BH0359  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0359
 BH0359                         *CURRENT SURVEY CONTROL
 BH0359  ___________________________________________________________________
 BH0359* NAD 83(1986)-  30 24 20.     (N)    088 45 16.     (W)     SCALED    
 BH0359* NAVD 88     -         6.269  (meters)      20.57   (feet)  ADJUSTED  
 BH0359  ___________________________________________________________________
 BH0359  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0359  DYNAMIC HT  -           6.261 (meters)      20.54  (feet)  COMP
 BH0359  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 BH0359
 BH0359  VERT ORDER  -  FIRST     CLASS I
 BH0359
 BH0359.The horizontal coordinates were scaled from a topographic map and have
 BH0359.an estimated accuracy of +/- 6 seconds.
 BH0359
 BH0359.The orthometric height was determined by differential leveling
 BH0359.and adjusted in June 1991.
 BH0359
 BH0359.The geoid height was determined by GEOID03.
 BH0359
 BH0359.The dynamic height is computed by dividing the NAVD 88
 BH0359.geopotential number by the normal gravity value computed on the
 BH0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0359.degrees latitude (g = 980.6199 gals.).
 BH0359
 BH0359.The modeled gravity was interpolated from observed gravity values.
 BH0359
 BH0359;                    North         East    Units  Estimated Accuracy
 BH0359;SPC MS E     -   100,380.      307,580.      MT  (+/- 180 meters Scaled)
 BH0359
 BH0359                          SUPERSEDED SURVEY CONTROL
 BH0359
 BH0359  NGVD 29 (??/??/??)    6.229  (m)           20.44   (f) ADJUSTED    1 1
 BH0359
 BH0359.Superseded values are not recommended for survey control.
 BH0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0359.See file dsdata.txt to determine how the superseded data were derived.
 BH0359
 BH0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU314650(NAD 83)
 BH0359_MARKER: DB = BENCH MARK DISK
 BH0359_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BH0359+WITH SETTING: INTO GROUND
 BH0359_STAMPING: C 192 1955
 BH0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0359+STABILITY: SURFACE MOTION
 BH0359
 BH0359  HISTORY     - Date     Condition        Report By
 BH0359  HISTORY     - 1955     MONUMENTED       CGS
 BH0359  HISTORY     - 1969     GOOD             CGS
 BH0359  HISTORY     - 1971     GOOD             NGS
 BH0359
 BH0359                          STATION DESCRIPTION
 BH0359
 BH0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0359'4.4 MI E FROM OCEAN SPRINGS.
 BH0359'ABOUT 4.4 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0359'THE STATION AT OCEAN SPRINGS, ABOUT 0.2 MILE EAST OF A BLACK TOPPED
 BH0359'ROAD CROSSING, ABOUT 0.1 MILE WEST OF A BRIDGE OVER DAVIS BAYOU, ABOUT
 BH0359'6 1/2 RAILS EAST OF THE EXTENDED LINE OF THE EAST END OF A LARGE ONE
 BH0359'STORY BRICK HOME ON NORTH SIDE OF THE TRACK, 46.7 FEET NORTH OF THE
 BH0359'NORTH RAIL, 11 1/2 FEET NORTH OF THE 9 TH TELEGRAPH POLE EAST OF THE
 BH0359'ROAD CROSSING, 0.6 FOOT SOUTH OF THE RIGHT OF WAY FENCE LINE, 0.6 FOOT
 BH0359'EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 BH0359'IS A DISK ON THE TOP OF A 3-INCH METAL PIPE WHICH PROJECTS 6 INCHES
 BH0359'ABOVE THE LEVEL OF THE GROUND.  SEC 26, T 7S, R 8 W.
 BH0359
 BH0359                          STATION RECOVERY (1971)
 BH0359
 BH0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0475 ***********************************************************************
 EG0475  DESIGNATION -  C 192 USE
 EG0475  PID         -  EG0475
 EG0475  STATE/COUNTY-  MS/LEE
 EG0475  USGS QUAD   -  TUPELO (1982)
 EG0475
 EG0475                         *CURRENT SURVEY CONTROL
 EG0475  ___________________________________________________________________
 EG0475* NAD 83(1986)-  34 15 26.     (N)    088 42 10.     (W)     SCALED    
 EG0475* NAVD 88     -        84.099  (meters)     275.91   (feet)  POSTED    
 EG0475  ___________________________________________________________________
 EG0475  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0475  DYNAMIC HT  -          84.020 (meters)     275.66  (feet)  COMP
 EG0475  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EG0475
 EG0475  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EG0475
 EG0475.The horizontal coordinates were scaled from a topographic map and have
 EG0475.an estimated accuracy of +/- 6 seconds.
 EG0475
 EG0475.The orthometric height was determined by differential leveling
 EG0475.and adjusted by the  in 1992.
 EG0475.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EG0475.rate of 3.1 thru 4.0 mm/km.
 EG0475
 EG0475.The geoid height was determined by GEOID03.
 EG0475
 EG0475.The dynamic height is computed by dividing the NAVD 88
 EG0475.geopotential number by the normal gravity value computed on the
 EG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0475.degrees latitude (g = 980.6199 gals.).
 EG0475
 EG0475.The modeled gravity was interpolated from observed gravity values.
 EG0475
 EG0475;                    North         East    Units  Estimated Accuracy
 EG0475;SPC MS E     -   527,490.      312,020.      MT  (+/- 180 meters Scaled)
 EG0475
 EG0475                          SUPERSEDED SURVEY CONTROL
 EG0475
 EG0475  NGVD 29 (??/??/92)   84.061  (m)          275.79   (f) ADJ UNCH    1 2
 EG0475
 EG0475.Superseded values are not recommended for survey control.
 EG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0475.See file dsdata.txt to determine how the superseded data were derived.
 EG0475
 EG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC432919(NAD 83)
 EG0475_MARKER: DD = SURVEY DISK
 EG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0475_STAMPING: C 192
 EG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0475+STABILITY: SURFACE MOTION
 EG0475
 EG0475  HISTORY     - Date     Condition        Report By
 EG0475  HISTORY     - UNK      MONUMENTED       DOD
 EG0475  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0475  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0475  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0475
 EG0475                          STATION DESCRIPTION
 EG0475
 EG0475'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0475'IN TUPELO.
 EG0475'AT TUPELO, LEE COUNTY, ON THE GM AND O RAILROAD, AT THE CROSSING OF U.
 EG0475'S. HIGHWAY 78, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 EG0475'EAST OF THE CENTERLINE OF THE MAIN TRACK, 33 FEET NORTHWEST OF A POWER
 EG0475'LINE POLE, AND 5 FEET NORTH OF THE CROSSING - WARNING SIGN.  A CORPS
 EG0475'OF ENGINEERS, U. S. ARMY STANDARD DISK STAMPED, C 192 AND SET IN THE
 EG0475'TOP OF A CONCRETE POST.
 EG0475
 EG0475                          STATION RECOVERY (1964)
 EG0475
 EG0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0475'MARK NOT FOUND.
 EG0475
 EG0475                          STATION RECOVERY (1983)
 EG0475
 EG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0475'NOT RECOVERED, PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0007 ***********************************************************************
 EH0007  DESIGNATION -  C 193
 EH0007  PID         -  EH0007
 EH0007  STATE/COUNTY-  MS/DE SOTO
 EH0007  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0007
 EH0007                         *CURRENT SURVEY CONTROL
 EH0007  ___________________________________________________________________
 EH0007* NAD 83(1986)-  34 57 12.     (N)    090 09 11.     (W)     SCALED    
 EH0007* NAVD 88     -        64.297  (meters)     210.95   (feet)  ADJUSTED  
 EH0007  ___________________________________________________________________
 EH0007  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH0007  DYNAMIC HT  -          64.238 (meters)     210.75  (feet)  COMP
 EH0007  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EH0007
 EH0007  VERT ORDER  -  FIRST     CLASS I
 EH0007
 EH0007.The horizontal coordinates were scaled from a topographic map and have
 EH0007.an estimated accuracy of +/- 6 seconds.
 EH0007
 EH0007.The orthometric height was determined by differential leveling
 EH0007.and adjusted in June 1991.
 EH0007
 EH0007.The geoid height was determined by GEOID03.
 EH0007
 EH0007.The dynamic height is computed by dividing the NAVD 88
 EH0007.geopotential number by the normal gravity value computed on the
 EH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0007.degrees latitude (g = 980.6199 gals.).
 EH0007
 EH0007.The modeled gravity was interpolated from observed gravity values.
 EH0007
 EH0007;                    North         East    Units  Estimated Accuracy
 EH0007;SPC MS W     -   604,710.      716,470.      MT  (+/- 180 meters Scaled)
 EH0007
 EH0007                          SUPERSEDED SURVEY CONTROL
 EH0007
 EH0007  NGVD 29 (??/??/??)   64.293  (m)          210.93   (f) ADJUSTED    1 1
 EH0007
 EH0007.Superseded values are not recommended for survey control.
 EH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0007.See file dsdata.txt to determine how the superseded data were derived.
 EH0007
 EH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU599715(NAD 83)
 EH0007_MARKER: DB = BENCH MARK DISK
 EH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0007_SP_SET: CONCRETE POST
 EH0007_STAMPING: C 193 1956
 EH0007_MARK LOGO: CGS   
 EH0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0007+STABILITY: SURFACE MOTION
 EH0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0007+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH0007
 EH0007  HISTORY     - Date     Condition        Report By
 EH0007  HISTORY     - 1956     MONUMENTED       CGS
 EH0007  HISTORY     - 1974     GOOD             NGS
 EH0007  HISTORY     - 19911112 GOOD             NGS
 EH0007  HISTORY     - 20030409 GOOD             USACE
 EH0007
 EH0007                          STATION DESCRIPTION
 EH0007
 EH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0007'0.35 MI SW FROM WALLS.
 EH0007'ABOUT 0.2 MILE SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0007'OFFICE AT WALLS, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD, 96 FEET
 EH0007'WEST-SOUTHWEST OF AND ACROSS THE ILLINOIS CENTRAL RAILROAD FROM THE
 EH0007'SOUTHWEST CORNER OF A COTTON GIN, 53 1/2 FEET NORTHWEST OF THE CENTER
 EH0007'OF THE CROSSING, 79 FEET SOUTH OF THE SOUTHEAST CORNER OF PIPE CORNER
 EH0007'POST IN A CHAIN LINK FENCE SURROUNDING A LARGE WATER TOWER, 85 FEET
 EH0007'SOUTHEAST OF THE SOUTH CORNER OF A SMALL CONCRETE BLOCK CHURCH, 46
 EH0007'FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF MAIN TRACK, 1.6 FEET
 EH0007'NORTHEAST OF A METAL WITNESS POST, 3 1/2 FEET BELOW LEVEL OF THE RAILS
 EH0007'AND IN THE TOP OF A CONCRETE POST 1-INCH BELOW LEVEL OF THE GROUND.
 EH0007'1/4, SEC 33, T 1S, R 9W.
 EH0007
 EH0007                          STATION RECOVERY (1991)
 EH0007
 EH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0007'IN WALLS, AT THE INTERSECTION OF SULLIVAN ROAD AND RAILROAD STREET,
 EH0007'24.1 M (79.1 FT) SOUTH OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE
 EH0007'ENCLOSING A WATER TOWER, 14.0 M (45.9 FT) WEST OF THE NEAR RAIL OF
 EH0007'THE ILLINOIS CENTRAL RAILROAD, 9.9 M (32.5 FT) NORTH OF THE ROAD
 EH0007'CENTER, 5.0 M (16.4 FT) EAST OF AND LEVEL WITH THE STREET CENTER, 1.1
 EH0007'M (3.6 FT) SOUTH OF A WITNESS POST AND A CONCRETE STREET SIGN, AND
 EH0007'THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 EH0007
 EH0007                          STATION RECOVERY (2003)
 EH0007
 EH0007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0025 ***********************************************************************
 EH0025  DESIGNATION -  C 194
 EH0025  PID         -  EH0025
 EH0025  STATE/COUNTY-  MS/TUNICA
 EH0025  USGS QUAD   -  BANKS (1982)
 EH0025
 EH0025                         *CURRENT SURVEY CONTROL
 EH0025  ___________________________________________________________________
 EH0025* NAD 83(1986)-  34 50 22.     (N)    090 13 30.     (W)     SCALED    
 EH0025* NAVD 88     -        59.953  (meters)     196.70   (feet)  ADJUSTED  
 EH0025  ___________________________________________________________________
 EH0025  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EH0025  DYNAMIC HT  -          59.897 (meters)     196.51  (feet)  COMP
 EH0025  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 EH0025
 EH0025  VERT ORDER  -  FIRST     CLASS II
 EH0025
 EH0025.The horizontal coordinates were scaled from a topographic map and have
 EH0025.an estimated accuracy of +/- 6 seconds.
 EH0025
 EH0025.The orthometric height was determined by differential leveling
 EH0025.and adjusted in June 1991.
 EH0025
 EH0025.The geoid height was determined by GEOID03.
 EH0025
 EH0025.The dynamic height is computed by dividing the NAVD 88
 EH0025.geopotential number by the normal gravity value computed on the
 EH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0025.degrees latitude (g = 980.6199 gals.).
 EH0025
 EH0025.The modeled gravity was interpolated from observed gravity values.
 EH0025
 EH0025;                    North         East    Units  Estimated Accuracy
 EH0025;SPC MS W     -   592,070.      709,910.      MT  (+/- 180 meters Scaled)
 EH0025
 EH0025                          SUPERSEDED SURVEY CONTROL
 EH0025
 EH0025  NGVD 29 (??/??/??)   59.966  (m)          196.74   (f) ADJUSTED    1 2
 EH0025
 EH0025.Superseded values are not recommended for survey control.
 EH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0025.See file dsdata.txt to determine how the superseded data were derived.
 EH0025
 EH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU537587(NAD 83)
 EH0025_MARKER: DB = BENCH MARK DISK
 EH0025_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0025_SP_SET: 50 FEET
 EH0025_STAMPING: C 194 (1956)
 EH0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0025
 EH0025  HISTORY     - Date     Condition        Report By
 EH0025  HISTORY     - 1956     MONUMENTED       CGS
 EH0025  HISTORY     - 1966     GOOD             MSHD
 EH0025  HISTORY     - 1976     MARK NOT FOUND   USGS
 EH0025
 EH0025                          STATION DESCRIPTION
 EH0025
 EH0025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0025'0.95 MI N FROM BANKS.
 EH0025'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO NORTH ON A CONCRETE
 EH0025'STREET FOR 0.2 MILE TO MISSISSIPPI HIGHWAY 4 ON THE RIGHT, TURN RIGHT
 EH0025'(EAST) AND CONTINUE ON HIGHWAY 4 FOR 0.4 MILE TO THE INTERSECTION OF
 EH0025'U.S. HIGHWAY 61, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 61 FOR
 EH0025'10.25 MILES TO A CROSSROADS, TURN RIGHT (EAST) AND CONTINUE ON HIGHWAY
 EH0025'304 FOR 4.05 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 3,
 EH0025'CONTINUE EAST ON HIGHWAY 304 FOR 0.25 MILE TO A CROSSROADS JUST EAST
 EH0025'OF THE RAILROAD TRACK IN BANKS, TURN LEFT (NORTH) AND CONTINUE ON AN
 EH0025'ALL-WEATHER ROAD FOR 1.0 MILE TO A FARM ROAD AND THE MARK ON THE LEFT
 EH0025'AS DESCRIBED.  IT IS 74 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 EH0025'69 FEET SOUTH OF THE CENTER OF THE FARM ROAD, 32 FEET WEST OF THE WEST
 EH0025'RAIL, 9 FEET SOUTH OF THE FIRST POLE SOUTH OF THE CROSSING, AND 1.1
 EH0025'FOOT SOUTH OF A METAL WITNESS POST.
 EH0025'NOTE--THIS AREA HAS BEEN BULLDOZED, MARK PROBABLY DESTROYED
 EH0025
 EH0025                          STATION RECOVERY (1976)
 EH0025
 EH0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EH0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0464 ***********************************************************************
 EH0464  DESIGNATION -  C 195
 EH0464  PID         -  EH0464
 EH0464  STATE/COUNTY-  MS/COAHOMA
 EH0464  USGS QUAD   -  MOON LAKE (1964)
 EH0464
 EH0464                         *CURRENT SURVEY CONTROL
 EH0464  ___________________________________________________________________
 EH0464* NAD 83(1986)-  34 28 59.     (N)    090 33 08.     (W)     SCALED    
 EH0464* NAVD 88     -        55.777  (meters)     183.00   (feet)  ADJUSTED  
 EH0464  ___________________________________________________________________
 EH0464  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH0464  DYNAMIC HT  -          55.723 (meters)     182.82  (feet)  COMP
 EH0464  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EH0464
 EH0464  VERT ORDER  -  FIRST     CLASS II
 EH0464
 EH0464.The horizontal coordinates were scaled from a topographic map and have
 EH0464.an estimated accuracy of +/- 6 seconds.
 EH0464
 EH0464.The orthometric height was determined by differential leveling
 EH0464.and adjusted in June 1991.
 EH0464
 EH0464.The geoid height was determined by GEOID03.
 EH0464
 EH0464.The dynamic height is computed by dividing the NAVD 88
 EH0464.geopotential number by the normal gravity value computed on the
 EH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0464.degrees latitude (g = 980.6199 gals.).
 EH0464
 EH0464.The modeled gravity was interpolated from observed gravity values.
 EH0464
 EH0464;                    North         East    Units  Estimated Accuracy
 EH0464;SPC MS W     -   552,550.      679,890.      MT  (+/- 180 meters Scaled)
 EH0464
 EH0464                          SUPERSEDED SURVEY CONTROL
 EH0464
 EH0464  NGVD 29 (??/??/??)   55.826  (m)          183.16   (f) ADJUSTED    1 2
 EH0464
 EH0464.Superseded values are not recommended for survey control.
 EH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0464.See file dsdata.txt to determine how the superseded data were derived.
 EH0464
 EH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU247184(NAD 83)
 EH0464_MARKER: DB = BENCH MARK DISK
 EH0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0464_STAMPING: C 195 1956
 EH0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0464+STABILITY: SURFACE MOTION
 EH0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0464+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH0464
 EH0464  HISTORY     - Date     Condition        Report By
 EH0464  HISTORY     - 1956     MONUMENTED       CGS
 EH0464  HISTORY     - 1973     GOOD             MSHD
 EH0464  HISTORY     - 20030610 GOOD             USACE
 EH0464
 EH0464                          STATION DESCRIPTION
 EH0464
 EH0464'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0464'9.2 MI NE FROM FRIARS POINT.
 EH0464'THE MARK IS LOCATED 9.2 MILES NE OF FRIARS POINT ON THE LANDSIDE OF
 EH0464'THE MISSISSIPPI RIVER LEVEE, 4.7 MILES WNW OF LULA, 2.2 MILES SE OF
 EH0464'THE CENTER OF THE U.S. HIGHWAY 49 TOLL BRIDGE IN THE SE 1/4 OF SECTION
 EH0464'12, T 30N, R 4W.  IT IS 384 FEET EAST OF THE CENTER OF THE TOP OF THE
 EH0464'LEVEE ABOUT 265 YARDS SE OF MILE POST 58/59, 47 FEET NW OF THE SW
 EH0464'CORNER OF A CULTIVATED FIELD, 84 FEET SSW OF THE CORNER OF A SLIGHT
 EH0464'ANGLE IN FENCE, 28 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A METAL
 EH0464'WITNESS POST ON THE SOUTH SIDE OF A WASH OUT IN A DITCH SET IN THE TOP
 EH0464'OF A 12 INCH CONCRETE CYLINDER AND PROJECTS 4 INCHES.  TO REACH FROM
 EH0464'THE INTERSECTION OF THE MISSISSIPPI RIVER LEVEE AND U.S. HIGHWAY 49
 EH0464'ABOUT 2 MILES EAST OF THE MISSISSIPPI RIVER BRIDGE GO SOUTH ON THE
 EH0464'LEVEE FOR 0.3 MILE TO A DOUBLE CURVE IN THE LEVEE AND THE MARK ON THE
 EH0464'LEFT.
 EH0464
 EH0464                          STATION RECOVERY (2003)
 EH0464
 EH0464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0506 ***********************************************************************
 EH0506  DESIGNATION -  C 196
 EH0506  PID         -  EH0506
 EH0506  STATE/COUNTY-  MS/COAHOMA
 EH0506  USGS QUAD   -  FRIARS POINT (1964)
 EH0506
 EH0506                         *CURRENT SURVEY CONTROL
 EH0506  ___________________________________________________________________
 EH0506* NAD 83(1986)-  34 22 15.     (N)    090 38 23.     (W)     SCALED    
 EH0506* NAVD 88     -        54.332  (meters)     178.25   (feet)  ADJUSTED  
 EH0506  ___________________________________________________________________
 EH0506  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH0506  DYNAMIC HT  -          54.279 (meters)     178.08  (feet)  COMP
 EH0506  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH0506
 EH0506  VERT ORDER  -  FIRST     CLASS I
 EH0506
 EH0506.The horizontal coordinates were scaled from a topographic map and have
 EH0506.an estimated accuracy of +/- 6 seconds.
 EH0506
 EH0506.The orthometric height was determined by differential leveling
 EH0506.and adjusted in July 1994.
 EH0506
 EH0506.The geoid height was determined by GEOID03.
 EH0506
 EH0506.The dynamic height is computed by dividing the NAVD 88
 EH0506.geopotential number by the normal gravity value computed on the
 EH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0506.degrees latitude (g = 980.6199 gals.).
 EH0506
 EH0506.The modeled gravity was interpolated from observed gravity values.
 EH0506
 EH0506;                    North         East    Units  Estimated Accuracy
 EH0506;SPC MS W     -   540,120.      671,820.      MT  (+/- 180 meters Scaled)
 EH0506
 EH0506                          SUPERSEDED SURVEY CONTROL
 EH0506
 EH0506  NAVD 88 (06/15/91)   54.334  (m)          178.26   (f) UNKNOWN     1 1
 EH0506  NGVD 29 (??/??/??)   54.389  (m)          178.44   (f) ADJUSTED    1 1
 EH0506
 EH0506.Superseded values are not recommended for survey control.
 EH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0506.See file dsdata.txt to determine how the superseded data were derived.
 EH0506
 EH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU170057(NAD 83)
 EH0506_MARKER: DB = BENCH MARK DISK
 EH0506_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EH0506+WITH SETTING: PAVEMENT
 EH0506_SP_SET: FOOTING
 EH0506_STAMPING: C 196 1956
 EH0506_MARK LOGO: CGS   
 EH0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0506+STABILITY: SURFACE MOTION
 EH0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0506+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0506
 EH0506  HISTORY     - Date     Condition        Report By
 EH0506  HISTORY     - 1956     MONUMENTED       CGS
 EH0506  HISTORY     - 1974     GOOD             NGS
 EH0506  HISTORY     - 1983     GOOD             USPSQD
 EH0506  HISTORY     - 19920123 GOOD             NGS
 EH0506  HISTORY     - 20030611 GOOD             USACE
 EH0506
 EH0506                          STATION DESCRIPTION
 EH0506
 EH0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0506'IN FRIARS POINT.
 EH0506'AT FRIARS POINT, SET IN THE TOP NORTHEAST CORNER OF THE CONCRETE
 EH0506'FOUNDATION FOR THE NORTHWEST LEG OF THE CITY WATER TOWER, ABOUT 106
 EH0506'YARDS SOUTHEAST OF THE TOP OF THE MISSISSIPPI RIVER LEVEE, 135 FEET
 EH0506'NORTHWEST OF THE CENTER LINE OF SECOND STREET, 60 FEET NORTH-NORTHEAST
 EH0506'OF THE NORTH CORNER OF THE WHITE BRICK CITY HALL BUILDING, ABOUT LEVEL
 EH0506'WITH THE STREET AND DISK DRILLED IN FOUNDATION AND PROJECTING 0.2
 EH0506'FOOT.  1/4,SEC 20, T 29N, R 4W.
 EH0506
 EH0506                          STATION RECOVERY (1983)
 EH0506
 EH0506'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0506'RECOVERED IN GOOD CONDITION.
 EH0506
 EH0506                          STATION RECOVERY (1992)
 EH0506
 EH0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0506'IN FRIARS POINT, AT 700 SECOND STREET, NEAR THE NORTHEAST CORNER OF A
 EH0506'CONCRETE FOOTING FOR THE CITY WATER TOWER (TOWER REMOVED), 41.1 M
 EH0506'(134.8 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF SECOND
 EH0506'STREET, 14.9 M (48.9 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF CITY
 EH0506'HALL AT 700 SECOND STREET, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST,
 EH0506'AND THE FOOTING IS FLUSH WITH THE GROUND SURFACE.
 EH0506
 EH0506                          STATION RECOVERY (2003)
 EH0506
 EH0506'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0636 ***********************************************************************
 EH0636  DESIGNATION -  C 197
 EH0636  PID         -  EH0636
 EH0636  STATE/COUNTY-  MS/COAHOMA
 EH0636  USGS QUAD   -  RENA LARA (1982)
 EH0636
 EH0636                         *CURRENT SURVEY CONTROL
 EH0636  ___________________________________________________________________
 EH0636* NAD 83(1986)-  34 07 49.     (N)    090 45 23.     (W)     SCALED    
 EH0636* NAVD 88     -        48.385  (meters)     158.74   (feet)  ADJUSTED  
 EH0636  ___________________________________________________________________
 EH0636  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH0636  DYNAMIC HT  -          48.338 (meters)     158.59  (feet)  COMP
 EH0636  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 EH0636
 EH0636  VERT ORDER  -  SECOND    CLASS 0
 EH0636
 EH0636.The horizontal coordinates were scaled from a topographic map and have
 EH0636.an estimated accuracy of +/- 6 seconds.
 EH0636
 EH0636.The orthometric height was determined by differential leveling
 EH0636.and adjusted in June 1991.
 EH0636
 EH0636.The geoid height was determined by GEOID03.
 EH0636
 EH0636.The dynamic height is computed by dividing the NAVD 88
 EH0636.geopotential number by the normal gravity value computed on the
 EH0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0636.degrees latitude (g = 980.6199 gals.).
 EH0636
 EH0636.The modeled gravity was interpolated from observed gravity values.
 EH0636
 EH0636;                    North         East    Units  Estimated Accuracy
 EH0636;SPC MS W     -   513,480.      660,980.      MT  (+/- 180 meters Scaled)
 EH0636
 EH0636                          SUPERSEDED SURVEY CONTROL
 EH0636
 EH0636  NGVD 29 (??/??/??)   48.448  (m)          158.95   (f) ADJUSTED    2 0
 EH0636
 EH0636.Superseded values are not recommended for survey control.
 EH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0636.See file dsdata.txt to determine how the superseded data were derived.
 EH0636
 EH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT068788(NAD 83)
 EH0636_MARKER: DB = BENCH MARK DISK
 EH0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0636_STAMPING: C 197 1957
 EH0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0636+STABILITY: SURFACE MOTION
 EH0636
 EH0636  HISTORY     - Date     Condition        Report By
 EH0636  HISTORY     - 1957     MONUMENTED       CGS
 EH0636  HISTORY     - 1974     GOOD             NGS
 EH0636  HISTORY     - 20030610 MARK NOT FOUND   USACE
 EH0636
 EH0636                          STATION DESCRIPTION
 EH0636
 EH0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0636'1.90 MI SE FROM RENA LARA.
 EH0636'ABOUT 1.90 MILES SOUTHEAST ALONG A PAVED ROAD AND GRAVEL ROAD FROM THE
 EH0636'BAPTIST CHURCH AT RENA LARA, 33.5 FEET NORTHEAST OF THE CENTER LINE OF
 EH0636'THE GRAVEL ROAD, 85 FEET SOUTHEAST OF A POWER POLE 28 WITH A GUY WIRE,
 EH0636'0.8 FOOT NORTHEAST OF A METAL WITNESS POST, 1.5 FEET BELOW LEVEL OF
 EH0636'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. 1/4,
 EH0636'SEC 18, T 26N, R 5W.
 EH0636
 EH0636                          STATION RECOVERY (2003)
 EH0636
 EH0636'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0636'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0749 ***********************************************************************
 DK0749  DESIGNATION -  C 198
 DK0749  PID         -  DK0749
 DK0749  STATE/COUNTY-  MS/SUNFLOWER
 DK0749  USGS QUAD   -  RULEVILLE (1966)
 DK0749
 DK0749                         *CURRENT SURVEY CONTROL
 DK0749  ___________________________________________________________________
 DK0749* NAD 83(1986)-  33 43 45.     (N)    090 34 47.     (W)     SCALED    
 DK0749* NAVD 88     -        40.335  (meters)     132.33   (feet)  ADJUSTED  
 DK0749  ___________________________________________________________________
 DK0749  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK0749  DYNAMIC HT  -          40.294 (meters)     132.20  (feet)  COMP
 DK0749  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 DK0749
 DK0749  VERT ORDER  -  SECOND    CLASS 0
 DK0749
 DK0749.The horizontal coordinates were scaled from a topographic map and have
 DK0749.an estimated accuracy of +/- 6 seconds.
 DK0749
 DK0749.The orthometric height was determined by differential leveling
 DK0749.and adjusted in June 1991.
 DK0749
 DK0749.The geoid height was determined by GEOID03.
 DK0749
 DK0749.The dynamic height is computed by dividing the NAVD 88
 DK0749.geopotential number by the normal gravity value computed on the
 DK0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0749.degrees latitude (g = 980.6199 gals.).
 DK0749
 DK0749.The modeled gravity was interpolated from observed gravity values.
 DK0749
 DK0749;                    North         East    Units  Estimated Accuracy
 DK0749;SPC MS W     -   468,940.      677,170.      MT  (+/- 180 meters Scaled)
 DK0749
 DK0749                          SUPERSEDED SURVEY CONTROL
 DK0749
 DK0749  NGVD 29 (??/??/??)   40.442  (m)          132.68   (f) ADJUSTED    2 0
 DK0749
 DK0749.Superseded values are not recommended for survey control.
 DK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0749.See file dsdata.txt to determine how the superseded data were derived.
 DK0749
 DK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT242347(NAD 83)
 DK0749_MARKER: DB = BENCH MARK DISK
 DK0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0749_SP_SET: CULVERT
 DK0749_STAMPING: C 198 1957
 DK0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0749
 DK0749  HISTORY     - Date     Condition        Report By
 DK0749  HISTORY     - 1957     MONUMENTED       CGS
 DK0749  HISTORY     - 1967     GOOD             MSHD
 DK0749  HISTORY     - 20000423 MARK NOT FOUND   MSHD
 DK0749
 DK0749                          STATION DESCRIPTION
 DK0749
 DK0749'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0749'1.8 MI W FROM RULEVILLE.
 DK0749'THE MARK IS LOCATED IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 DK0749'OF A 5X8 FOOT BOX CULVERT UNDER HIGHWAY 8 APPROXIMATELY 1.9 MILE WEST
 DK0749'OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 8 AND U.S. HIGHWAY 49W IN
 DK0749'RULEVILLE, 0.8 MILE EAST OF THE BRIDGE OVER SUNFLOWER RIVER AND IS IN
 DK0749'THE SOUTHEAST 1/4 OF SECTION 35, T 22N, R 4W.  IT IS 21.5 FEET NORTH
 DK0749'OF THE CENTER OF HIGHWAY 8 AND 1 FOOT EAST OF A METAL WITNESS POST. TO
 DK0749'REACH FROM THE U.S. POST OFFICE IN RULEVILLE GO NORTH ON RUBY AVENUE
 DK0749'FOR 0.45 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 8. TURN LEFT
 DK0749'(WEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 8 FOR 1.8 MILES TO A
 DK0749'CONCRETE BOX CULVERT AND THE MARK ON THE RIGHT JUST BEFORE REACHING A
 DK0749'ROAD SIDE PARK ON THE LEFT.
 DK0749
 DK0749                          STATION RECOVERY (2000)
 DK0749
 DK0749'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0676 ***********************************************************************
 DK0676  DESIGNATION -  C 199
 DK0676  PID         -  DK0676
 DK0676  STATE/COUNTY-  MS/BOLIVAR
 DK0676  USGS QUAD   -  MERIGOLD (1966)
 DK0676
 DK0676                         *CURRENT SURVEY CONTROL
 DK0676  ___________________________________________________________________
 DK0676* NAD 83(1986)-  33 48 49.     (N)    090 43 30.     (W)     SCALED    
 DK0676* NAVD 88     -        42.549  (meters)     139.60   (feet)  ADJUSTED  
 DK0676  ___________________________________________________________________
 DK0676  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0676  DYNAMIC HT  -          42.506 (meters)     139.46  (feet)  COMP
 DK0676  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 DK0676
 DK0676  VERT ORDER  -  SECOND    CLASS 0
 DK0676
 DK0676.The horizontal coordinates were scaled from a topographic map and have
 DK0676.an estimated accuracy of +/- 6 seconds.
 DK0676
 DK0676.The orthometric height was determined by differential leveling
 DK0676.and adjusted in June 1991.
 DK0676
 DK0676.The geoid height was determined by GEOID03.
 DK0676
 DK0676.The dynamic height is computed by dividing the NAVD 88
 DK0676.geopotential number by the normal gravity value computed on the
 DK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0676.degrees latitude (g = 980.6199 gals.).
 DK0676
 DK0676.The modeled gravity was interpolated from observed gravity values.
 DK0676
 DK0676;                    North         East    Units  Estimated Accuracy
 DK0676;SPC MS W     -   478,340.      663,740.      MT  (+/- 180 meters Scaled)
 DK0676
 DK0676                          SUPERSEDED SURVEY CONTROL
 DK0676
 DK0676  NGVD 29 (??/??/??)   42.659  (m)          139.96   (f) ADJUSTED    2 0
 DK0676
 DK0676.Superseded values are not recommended for survey control.
 DK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0676.See file dsdata.txt to determine how the superseded data were derived.
 DK0676
 DK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT105438(NAD 83)
 DK0676_MARKER: DB = BENCH MARK DISK
 DK0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0676_STAMPING: C 199 1957
 DK0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0676+STABILITY: SURFACE MOTION
 DK0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0676+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 DK0676
 DK0676  HISTORY     - Date     Condition        Report By
 DK0676  HISTORY     - 1957     MONUMENTED       CGS
 DK0676  HISTORY     - 1972     GOOD             MSHD
 DK0676  HISTORY     - 19920402 GOOD             JCLS
 DK0676  HISTORY     - 20020402 GOOD             JCLS
 DK0676
 DK0676                          STATION DESCRIPTION
 DK0676
 DK0676'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0676'1.5 MI S FROM MERIGOLD.
 DK0676'THE MARK IS LOCATED 1.5 MILES SOUTH OF MERIGOLD IN THE NORTHWEST ANGLE
 DK0676'OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A GRAVELED
 DK0676'ROAD IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 28, T 23N, R
 DK0676'5W.  IT IS 65 FEET WEST OF THE RAIL, 140 FEET WEST OF THE CENTER OF
 DK0676'THE OLD HIGHWAY, 20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 32.5
 DK0676'FEET SOUTHWEST OF TELEPHONE POLE NO. 4576, 3.5 FEET NORTH OF A POWER
 DK0676'POLE, 43 FEET NORTHWEST OF TELEPHONE POLE NO. 4576 1/2, 1 FOOT
 DK0676'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE
 DK0676'CYLINDER ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 3
 DK0676'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN MERIGOLD GO SOUTH ON
 DK0676'U.S. HIGHWAY 61 FOR 1.75 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
 DK0676'WEST ON A GRAVELED ROAD FOR 0.2 MILES TO THE MARK ON THE RIGHT JUST
 DK0676'BEYOND A CROSSROAD AND THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 DK0676'TRACK.
 DK0676
 DK0676                          STATION RECOVERY (1992)
 DK0676
 DK0676'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY)
 DK0676'RECOVERED IN GOOD CONDITION.
 DK0676
 DK0676                          STATION RECOVERY (2002)
 DK0676
 DK0676'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DK0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8585 ***********************************************************************
 DJ8585  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8585  DESIGNATION -  C 199X
 DJ8585  PID         -  DJ8585
 DJ8585  STATE/COUNTY-  MS/BOLIVAR
 DJ8585  USGS QUAD   -  MERIGOLD (1966)
 DJ8585
 DJ8585                         *CURRENT SURVEY CONTROL
 DJ8585  ___________________________________________________________________
 DJ8585* NAD 83(2007)-  33 48 49.55202(N)    090 43 29.60834(W)     ADJUSTED  
 DJ8585* NAVD 88     -        43.07   (meters)     141.3    (feet)  GPS OBS   
 DJ8585  ___________________________________________________________________
 DJ8585  EPOCH DATE  -        2002.00
 DJ8585  X           -     -67,113.097 (meters)                     COMP
 DJ8585  Y           -  -5,304,371.209 (meters)                     COMP
 DJ8585  Z           -   3,529,311.335 (meters)                     COMP
 DJ8585  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DJ8585  ELLIP HEIGHT-          16.636 (meters)          (02/15/08) ADJUSTED
 DJ8585  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DJ8585  HORZ ORDER  -  FIRST
 DJ8585  ELLP ORDER  -  FOURTH    CLASS II
 DJ8585
 DJ8585.The horizontal coordinates were established by GPS observations
 DJ8585.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8585
 DJ8585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8585.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8585.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8585.The epoch date for horizontal control is a decimal equivalence
 DJ8585.of Year/Month/Day.
 DJ8585
 DJ8585.The orthometric height was determined by GPS observations and a
 DJ8585.high-resolution geoid model.
 DJ8585.The orthometric height was determined by GPS observations and a
 DJ8585.high-resolution geoid model using precise GPS observation and
 DJ8585.processing techniques.
 DJ8585
 DJ8585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8585
 DJ8585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8585
 DJ8585.The ellipsoidal height was determined by GPS observations
 DJ8585.and is referenced to NAD 83.
 DJ8585
 DJ8585.The geoid height was determined by GEOID03.
 DJ8585
 DJ8585;                    North         East     Units Scale Factor Converg.
 DJ8585;SPC MS W     -   478,359.805   663,748.962   MT  0.99996619   -0 13 04.4
 DJ8585;SPC MS W     - 1,569,418.79  2,177,649.72   sFT  0.99996619   -0 13 04.4
 DJ8585;UTM  15      - 3,743,834.231   710,579.996   MT  1.00014669   +1 15 59.6
 DJ8585
 DJ8585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8585!SPC MS W     -   0.99999739  x   0.99996619  =   0.99996358
 DJ8585!UTM  15      -   0.99999739  x   1.00014669  =   1.00014408
 DJ8585
 DJ8585                          SUPERSEDED SURVEY CONTROL
 DJ8585
 DJ8585.No superseded survey control is available for this station.
 DJ8585
 DJ8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1058043834(NAD 83)
 DJ8585_MARKER: I = METAL ROD
 DJ8585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8585+WITH SETTING: INFORMATION.
 DJ8585_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8585_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8585+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2007
 DJ8585_ROD/PIPE-DEPTH:  0.6 meters
 DJ8585
 DJ8585  HISTORY     - Date     Condition        Report By
 DJ8585  HISTORY     - 20070209 MONUMENTED       EMCINC
 DJ8585
 DJ8585                          STATION DESCRIPTION
 DJ8585
 DJ8585'DESCRIBED BY EMC INCORPORATED 2007
 DJ8585'TO REACH FROM THE U.S. POST OFFICE IN MERIGOLD GO SOUTH ON U.S.
 DJ8585'HIGHWAY 61 FOR 1.75 MI (2.8 KM) TO NORTH.  BAYOU ROAD, TURN RIGHT AND
 DJ8585'PROCEED WEST ON NORTH.  BAYOU ROAD FOR 0.2 MI (0.3 KM) TO THE
 DJ8585'INTERSECTION WITH OLD HIGHWAY 61 AND MARK ON WEST SIDE OF OLD HIGHWAY
 DJ8585'61. SET 1/2 IN IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
 DJ8585'LOCATED 114.2 FT (34.8 M) AT 111 DEG FROM POWER POLE, 50 FT (15.2 M)
 DJ8585'AT 179 DEG FROM POWER POLE, 63.6 FT (19.4 M) AT 214 DEG FROM THE
 DJ8585'INTERSECTION OF OLD HIGHWAY 61 AND NORTH BAYOU ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1139 ***********************************************************************
 BW1139  DESIGNATION -  C 20
 BW1139  PID         -  BW1139
 BW1139  STATE/COUNTY-  MS/WILKINSON
 BW1139  USGS QUAD   -  NEWTONIA (1988)
 BW1139
 BW1139                         *CURRENT SURVEY CONTROL
 BW1139  ___________________________________________________________________
 BW1139* NAD 83(1986)-  31 05 12.     (N)    091 14 02.     (W)     SCALED    
 BW1139* NAVD 88     -       112.82   (+/-2cm)     370.1    (feet)  VERTCON   
 BW1139  ___________________________________________________________________
 BW1139  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1139
 BW1139.The horizontal coordinates were scaled from a topographic map and have
 BW1139.an estimated accuracy of +/- 6 seconds.
 BW1139
 BW1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1139.The vertical order pertains to the NGVD 29 superseded value.
 BW1139
 BW1139.The geoid height was determined by GEOID03.
 BW1139
 BW1139;                    North         East    Units  Estimated Accuracy
 BW1139;SPC MS W     -   176,230.      614,070.      MT  (+/- 180 meters Scaled)
 BW1139
 BW1139                          SUPERSEDED SURVEY CONTROL
 BW1139
 BW1139  NGVD 29 (??/??/92)  112.787  (m)          370.04   (f) ADJ UNCH    2 0
 BW1139
 BW1139.Superseded values are not recommended for survey control.
 BW1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1139.See file dsdata.txt to determine how the superseded data were derived.
 BW1139
 BW1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ684405(NAD 83)
 BW1139_MARKER: DB = BENCH MARK DISK
 BW1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1139_SP_SET: CULVERT
 BW1139_STAMPING: C 20 1934 370.035
 BW1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1139
 BW1139  HISTORY     - Date     Condition        Report By
 BW1139  HISTORY     - 1934     MONUMENTED       CGS
 BW1139  HISTORY     - 1969     GOOD             MSHD
 BW1139
 BW1139                          STATION DESCRIPTION
 BW1139
 BW1139'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1139'3.9 MI SE FROM WOODVILLE.
 BW1139'THE MARK IS LOCATED 3.9 MILES SOUTHEAST OF WOODVILLE NEAR THE EAST END
 BW1139'OF THE SOUTH CONCRETE HEADWALL OF AN 18 INCH TILE PIPE UNDER THE
 BW1139'ROADBED FOR OLD HIGHWAY 24, ABOUT 150 YARDS NORTHWEST OF A HOUSE IN
 BW1139'THE SOUTHEAST 1/4 OF SECTION 32, T 2N, R 1W AND ON LAND OWNED BY MR.
 BW1139'HARRY FORD.  IT IS 150 FEET SOUTH OF THE CENTER OF HIGHWAY 24, 20 FEET
 BW1139'SOUTH OF THE CENTER OF OLD HIGHWAY 24, 9 FEET NORTHWEST OF A 36 INCH
 BW1139'OAK, 40 FEET SOUTH OF A 36 INCH OAK, 19.5 FEET EAST NORTHEAST OF A 24
 BW1139'INCH GUM, 9 FEET NORTHEAST OF A 20 INCH ELM, 11 FEET SOUTH OF A FENCE,
 BW1139'1.2 FEET WEST OF THE EAST END OF THE HEADWALL OF AN 18 INCH TILE PIPE,
 BW1139'1.5 FEET WEST OF A METAL WITNESS POST, SET IN A DRILLED HOLE NEAR THE
 BW1139'EAST END OF AN 18 INCH TILE CULVERT AND IS ABOUT 5 FEET BELOW THE
 BW1139'LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE WILKINSON COUNTY
 BW1139'COURTHOUSE IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW1139'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  CONTINUE EAST ON
 BW1139'STATE HIGHWAY 24 FOR 3.7 MILES TO AN ABANDONED DRIVE IN MOVIE JUST
 BW1139'BEFORE REACHING A SIDE ROAD LEFT AND THE MARK ON THE RIGHT AS
 BW1139'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0398 ***********************************************************************
 EH0398  DESIGNATION -  C 200
 EH0398  PID         -  EH0398
 EH0398  STATE/COUNTY-  MS/COAHOMA
 EH0398  USGS QUAD   -  FRIARS POINT (1964)
 EH0398
 EH0398                         *CURRENT SURVEY CONTROL
 EH0398  ___________________________________________________________________
 EH0398* NAD 83(1986)-  34 17 51.     (N)    090 38 41.     (W)     SCALED    
 EH0398* NAVD 88     -        53.791  (meters)     176.48   (feet)  ADJUSTED  
 EH0398  ___________________________________________________________________
 EH0398  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH0398  DYNAMIC HT  -          53.739 (meters)     176.31  (feet)  COMP
 EH0398  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 EH0398
 EH0398  VERT ORDER  -  FIRST     CLASS I
 EH0398
 EH0398.The horizontal coordinates were scaled from a topographic map and have
 EH0398.an estimated accuracy of +/- 6 seconds.
 EH0398
 EH0398.The orthometric height was determined by differential leveling
 EH0398.and adjusted in June 1991.
 EH0398.WARNING-Repeat measurements at this control monument indicate possible
 EH0398.vertical movement.
 EH0398
 EH0398.The geoid height was determined by GEOID03.
 EH0398
 EH0398.The dynamic height is computed by dividing the NAVD 88
 EH0398.geopotential number by the normal gravity value computed on the
 EH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0398.degrees latitude (g = 980.6199 gals.).
 EH0398
 EH0398.The modeled gravity was interpolated from observed gravity values.
 EH0398
 EH0398;                    North         East    Units  Estimated Accuracy
 EH0398;SPC MS W     -   531,990.      671,330.      MT  (+/- 180 meters Scaled)
 EH0398
 EH0398                          SUPERSEDED SURVEY CONTROL
 EH0398
 EH0398  NGVD 29 (??/??/??)   53.843  (m)          176.65   (f) ADJUSTED    1 1
 EH0398
 EH0398.Superseded values are not recommended for survey control.
 EH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0398.See file dsdata.txt to determine how the superseded data were derived.
 EH0398
 EH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT167976(NAD 83)
 EH0398_MARKER: DB = BENCH MARK DISK
 EH0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0398_SP_SET: BUILDING
 EH0398_STAMPING: C 200 1957
 EH0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0398
 EH0398  HISTORY     - Date     Condition        Report By
 EH0398  HISTORY     - 1957     MONUMENTED       CGS
 EH0398  HISTORY     - 1974     GOOD             NGS
 EH0398  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0398  HISTORY     - 19920123 MARK NOT FOUND   NGS
 EH0398
 EH0398                          STATION DESCRIPTION
 EH0398
 EH0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0398'5 MI S FROM FRIARS POINT.
 EH0398'ABOUT 0.10 MILE SOUTHEAST ALONG COMMERCE STREET FROM THE NORTH DELTA
 EH0398'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 4.65 MILES SOUTH ALONG
 EH0398'RIDGE ROAD, THENCE 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 1, SET
 EH0398'VERTICALLY IN THE NORTH FACE OF THE RED BRICK GROCERY STORE AND POST
 EH0398'OFFICE AT THE SMALL COMMUNITY OF STOVALL, 144 FEET SOUTHEAST OF THE
 EH0398'CENTER LINE OF THE HIGHWAY, 0.4 FOOT EAST OF THE WEST WALL OF THE WEST
 EH0398'RESTROOM, 2 FEET ABOVE LEVEL OF THE FLOOR, (TWO RESTROOMS HAVE BEEN
 EH0398'BUILT INTO THE NORTH WALL, SO, THE BM IS NOW INSIDE THE WEST ONE OF
 EH0398'THE TWO RESTROOMS AND ON THE SOUTH WALL.  1/4,SEC 18 ,T 28N,R 4W.
 EH0398
 EH0398                          STATION RECOVERY (1983)
 EH0398
 EH0398'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0398'MARK NOT FOUND.
 EH0398
 EH0398                          STATION RECOVERY (1992)
 EH0398
 EH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0398'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0623 ***********************************************************************
 EH0623  DESIGNATION -  C 201
 EH0623  PID         -  EH0623
 EH0623  STATE/COUNTY-  MS/COAHOMA
 EH0623  USGS QUAD   -  CLARKSDALE (1967)
 EH0623
 EH0623                         *CURRENT SURVEY CONTROL
 EH0623  ___________________________________________________________________
 EH0623* NAD 83(1986)-  34 11 35.     (N)    090 35 31.     (W)     SCALED    
 EH0623* NAVD 88     -        51.150  (meters)     167.81   (feet)  ADJUSTED  
 EH0623  ___________________________________________________________________
 EH0623  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0623  DYNAMIC HT  -          51.099 (meters)     167.65  (feet)  COMP
 EH0623  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 EH0623
 EH0623  VERT ORDER  -  SECOND    CLASS 0
 EH0623
 EH0623.The horizontal coordinates were scaled from a topographic map and have
 EH0623.an estimated accuracy of +/- 6 seconds.
 EH0623
 EH0623.The orthometric height was determined by differential leveling
 EH0623.and adjusted in June 1991.
 EH0623
 EH0623.The geoid height was determined by GEOID03.
 EH0623
 EH0623.The dynamic height is computed by dividing the NAVD 88
 EH0623.geopotential number by the normal gravity value computed on the
 EH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0623.degrees latitude (g = 980.6199 gals.).
 EH0623
 EH0623.The modeled gravity was interpolated from observed gravity values.
 EH0623
 EH0623;                    North         East    Units  Estimated Accuracy
 EH0623;SPC MS W     -   520,390.      676,160.      MT  (+/- 180 meters Scaled)
 EH0623
 EH0623                          SUPERSEDED SURVEY CONTROL
 EH0623
 EH0623  NGVD 29 (??/??/??)   51.201  (m)          167.98   (f) ADJUSTED    2 0
 EH0623
 EH0623.Superseded values are not recommended for survey control.
 EH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0623.See file dsdata.txt to determine how the superseded data were derived.
 EH0623
 EH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT218861(NAD 83)
 EH0623_MARKER: DB = BENCH MARK DISK
 EH0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0623_SP_SET: CONCRETE FOOTING
 EH0623_STAMPING: C 201 1957
 EH0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0623+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0623
 EH0623  HISTORY     - Date     Condition        Report By
 EH0623  HISTORY     - 1957     MONUMENTED       CGS
 EH0623  HISTORY     - 1972     GOOD             MSHD
 EH0623  HISTORY     - 20030623 GOOD             USACE
 EH0623
 EH0623                          STATION DESCRIPTION
 EH0623
 EH0623'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0623'0.9 MI W FROM CLARKSDALE.
 EH0623'THE MARK IS LOCATED 1.2 MILES SW OF THE COURTHOUSE IN CLARKSDALE IN
 EH0623'THE WEST CORNER OF THE CONCRETE BASE FOR THE NW LEG OF THE DELTA
 EH0623'COMPRESS AND WAREHOUSE CO.  TANK IN THE NE ANGLE OF THE CROSSING OF
 EH0623'THE ICRR TRACK WITH ANDERSON BLVD. IN THE SE 1/4 OF SECTION 22, T 27N,
 EH0623'R 4W.  IT IS 61 FEET EAST OF THE CENTER OF ANDERSON BLVD. 110 FEET NNW
 EH0623'OF THE NW RAIL OF THE MAIN TRACK, 52.5 FEET WEST OF THE WEST WALL OF A
 EH0623'LARGE METAL WAREHOUSE SET IN A DRILL HOLE IN THE WEST CORNER OF THE NW
 EH0623'CONCRETE FOOTING OF THE TANK AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 EH0623'THE TRACK.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0623'CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 1.65 MILES TO A SIDE ROAD
 EH0623'RIGHT JUST BEFORE REACHING STATE HIGHWAY 322. TURN RIGHT AND GO NORTH
 EH0623'ON ANDERSON BLVD. FOR 0.65 MILE TO THE TANK AND THE MARK ON THE RIGHT
 EH0623'JUST BEYOND THE CROSSING OF THE ICRR TRACK.
 EH0623
 EH0623                          STATION RECOVERY (2003)
 EH0623
 EH0623'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0847 ***********************************************************************
 BW0847  DESIGNATION -  C 204
 BW0847  PID         -  BW0847
 BW0847  STATE/COUNTY-  MS/ADAMS
 BW0847  USGS QUAD   -  WASHINGTON (1976)
 BW0847
 BW0847                         *CURRENT SURVEY CONTROL
 BW0847  ___________________________________________________________________
 BW0847* NAD 83(1986)-  31 34 35.     (N)    091 21 44.     (W)     SCALED    
 BW0847* NAVD 88     -        48.51   (+/-2cm)     159.2    (feet)  VERTCON   
 BW0847  ___________________________________________________________________
 BW0847  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0847
 BW0847.The horizontal coordinates were scaled from a topographic map and have
 BW0847.an estimated accuracy of +/- 6 seconds.
 BW0847
 BW0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0847.The vertical order pertains to the NGVD 29 superseded value.
 BW0847
 BW0847.The geoid height was determined by GEOID03.
 BW0847
 BW0847;                    North         East    Units  Estimated Accuracy
 BW0847;SPC MS W     -   230,640.      602,340.      MT  (+/- 180 meters Scaled)
 BW0847
 BW0847                          SUPERSEDED SURVEY CONTROL
 BW0847
 BW0847  NGVD 29 (??/??/92)   48.507  (m)          159.14   (f) ADJ UNCH    2 0
 BW0847
 BW0847.Superseded values are not recommended for survey control.
 BW0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0847.See file dsdata.txt to determine how the superseded data were derived.
 BW0847
 BW0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ554946(NAD 83)
 BW0847_MARKER: DB = BENCH MARK DISK
 BW0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0847_SP_SET: CONCRETE SILL
 BW0847_STAMPING: C 204 1960
 BW0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0847
 BW0847  HISTORY     - Date     Condition        Report By
 BW0847  HISTORY     - 1960     MONUMENTED       CGS
 BW0847
 BW0847                          STATION DESCRIPTION
 BW0847
 BW0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BW0847'3.0 MI NE FROM NATCHEZ.
 BW0847'THE STATION IS ALONG THE ILLINOIS CENTRAL RAILROAD-- AT THE EASTERLY
 BW0847'OF THE TWO NATCHEZ SCRAP MATERIALS COMPANY SCRAP YARDS.  ON THE SOUTH
 BW0847'SIDE OF THE TRACKS.  AT THE FENCE-OBSTRUCTED, WEST, TRUCK ENTRANCE TO
 BW0847'THE COMBINATION WAREHOUSE AND OFFICE BUILDING.  IN THE CONCRETE SILL
 BW0847'NEAR THE SOUTH SIDE OF THE DOOR.  THE MARK IS SET IN CEMENT IN A DRILL
 BW0847'HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3317 ***********************************************************************
 CP3317  DESIGNATION -  C 206 RESET
 CP3317  PID         -  CP3317
 CP3317  STATE/COUNTY-  MS/RANKIN
 CP3317  USGS QUAD   -  JACKSON SE (1988)
 CP3317
 CP3317                         *CURRENT SURVEY CONTROL
 CP3317  ___________________________________________________________________
 CP3317* NAD 83(1986)-  32 17 06.     (N)    090 04 30.     (W)     SCALED    
 CP3317* NAVD 88     -       104.64   (+/-2cm)     343.3    (feet)  VERTCON   
 CP3317  ___________________________________________________________________
 CP3317  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP3317  VERT ORDER  -  THIRD (See Below)
 CP3317
 CP3317.The horizontal coordinates were scaled from a topographic map and have
 CP3317.an estimated accuracy of +/- 6 seconds.
 CP3317
 CP3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP3317.The vertical order pertains to the NGVD 29 superseded value.
 CP3317
 CP3317.The geoid height was determined by GEOID03.
 CP3317
 CP3317;                    North         East    Units  Estimated Accuracy
 CP3317;SPC MS W     -   308,780.      724,330.      MT  (+/- 180 meters Scaled)
 CP3317
 CP3317                          SUPERSEDED SURVEY CONTROL
 CP3317
 CP3317  NGVD 29 (08/12/04)  104.66   (m)          343.4    (f) RESET       3  
 CP3317
 CP3317.Superseded values are not recommended for survey control.
 CP3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3317.See file dsdata.txt to determine how the superseded data were derived.
 CP3317
 CP3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR754757(NAD 83)
 CP3317_MARKER: DB = BENCH MARK DISK
 CP3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3317_SP_SET: CONCRETE POST
 CP3317_STAMPING: C 206 RESET 1986
 CP3317_MARK LOGO: NGS   
 CP3317_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3317+STABILITY: SURFACE MOTION
 CP3317
 CP3317  HISTORY     - Date     Condition        Report By
 CP3317  HISTORY     - 1986     MONUMENTED       NGS
 CP3317
 CP3317                          STATION DESCRIPTION
 CP3317
 CP3317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CP3317'3.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY BANK AT
 CP3317'BRIGHT SHOPPING CENTER IN PEARL TO THE INTERSECTION OF AIRPORT ROAD
 CP3317'AND MARK IN THE NORTHEAST ANGLE OF INTERSECTION, 304.0 FT (92.7 M)
 CP3317'NORTH OF THE CENTER OF THE WEST BOUND LANES OF U.S. HIGHWAY 80, 106.3
 CP3317'FT (32.4 M) EAST OF THE CENTER OF AIRPORT ROAD, 261.0 FT (79.6 M)
 CP3317'NORTH-NORTHEAST OF A POWER POLE FOR TRAFFIC LIGHT, 13.5 FT (4.1 M)
 CP3317'SOUTH OF A 10-INCH PINE TREE, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0212 ***********************************************************************
 BW0212  DESIGNATION -  C 208
 BW0212  PID         -  BW0212
 BW0212  STATE/COUNTY-  MS/PIKE
 BW0212  USGS QUAD   -  OSYKA (1972)
 BW0212
 BW0212                         *CURRENT SURVEY CONTROL
 BW0212  ___________________________________________________________________
 BW0212* NAD 83(1986)-  31 04 13.     (N)    090 28 18.     (W)     SCALED    
 BW0212* NAVD 88     -        79.182  (meters)     259.78   (feet)  ADJUSTED  
 BW0212  ___________________________________________________________________
 BW0212  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BW0212  DYNAMIC HT  -          79.081 (meters)     259.45  (feet)  COMP
 BW0212  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 BW0212
 BW0212  VERT ORDER  -  FIRST     CLASS I
 BW0212
 BW0212.The horizontal coordinates were scaled from a topographic map and have
 BW0212.an estimated accuracy of +/- 6 seconds.
 BW0212
 BW0212.The orthometric height was determined by differential leveling
 BW0212.and adjusted in June 1991.
 BW0212
 BW0212.The geoid height was determined by GEOID03.
 BW0212
 BW0212.The dynamic height is computed by dividing the NAVD 88
 BW0212.geopotential number by the normal gravity value computed on the
 BW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0212.degrees latitude (g = 980.6199 gals.).
 BW0212
 BW0212.The modeled gravity was interpolated from observed gravity values.
 BW0212
 BW0212;                    North         East    Units  Estimated Accuracy
 BW0212;SPC MS W     -   174,080.      686,800.      MT  (+/- 180 meters Scaled)
 BW0212
 BW0212                          SUPERSEDED SURVEY CONTROL
 BW0212
 BW0212  NGVD 29 (??/??/??)   79.169  (m)          259.74   (f) ADJUSTED    1 1
 BW0212
 BW0212.Superseded values are not recommended for survey control.
 BW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0212.See file dsdata.txt to determine how the superseded data were derived.
 BW0212
 BW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ412401(NAD 83)
 BW0212_MARKER: DB = BENCH MARK DISK
 BW0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0212_SP_SET: BRIDGE
 BW0212_STAMPING: C 208 1959
 BW0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0212
 BW0212  HISTORY     - Date     Condition        Report By
 BW0212  HISTORY     - 1959     MONUMENTED       CGS
 BW0212  HISTORY     - 1969     GOOD             MSHD
 BW0212  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0212
 BW0212                          STATION DESCRIPTION
 BW0212
 BW0212'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0212'0.7 MI N FROM CHATAWA.
 BW0212'THE MARK IS LOCATED 0.7 MILE NORTH OF CHATAWA IN THE EAST END OF THE
 BW0212'NORTH ABUTMENT OF A CONCRETE BRIDGE ON THE ILLINOIS CENTRAL RAILROAD
 BW0212'TRACK, 5.1 MILES SOUTHWEST OF MAGNOLIA, 10-1/2 POLES NORTH OF MILEPOST
 BW0212'819 IN THE NORTHEAST 1/4 OF SECTION 11, T 1N, R 7E.  IT IS 6.5 FEET
 BW0212'EAST OF THE EAST RAIL OF THE EAST TRACK, 3 FEET SOUTH OF A METAL
 BW0212'WITNESS POST, 0.7 FEET WEST OF THE EAST END OF THE ABUTMENT, SET IN A
 BW0212'DRILLED HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE
 BW0212'BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK. NOTE-- TO
 BW0212'REACH FROM THE PIKE COUNTY COURTHOUSE IN MAGNOLIA GO WEST ON BAY
 BW0212'STREET (STATE HIGHWAY 48 FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 BW0212'HIGHWAY 51.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 3.9
 BW0212'MILES TO AN ANGLING CROSSROADS.  TURN LEFT (SOUTH) AND CONTINUE ON A
 BW0212'GRAVELED ROAD FOR 1.6 MILES TO A DRIVEWAY WITH A SIGN READING R.E.
 BW0212'MCKINNEY ON THE LEFT.  TURN LEFT (NORTHEAST) AND CONTINUE ON A
 BW0212'DRIVEWAY FOR 0.05 MILE TO A WHITE TWO STORY BRICK HOUSE ON THE LEFT
 BW0212'AND A PASTURE ROAD ON THE RIGHT.  TURN RIGHT THROUGH A GATE AND ANGLE
 BW0212'SOUTHEAST ACROSS AN OPEN PASTURE FOR 0.15 MILE TO A RAILROAD BRIDGE
 BW0212'AND THE MARK AS DESCRIBED.
 BW0212
 BW0212                          STATION RECOVERY (1992)
 BW0212
 BW0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0212'THE MARK MAY STILL BE IN PLACE UNDER NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0111 ***********************************************************************
 BW0111  DESIGNATION -  C 209
 BW0111  PID         -  BW0111
 BW0111  STATE/COUNTY-  MS/LINCOLN
 BW0111  USGS QUAD   -  WESSON (1972)
 BW0111
 BW0111                         *CURRENT SURVEY CONTROL
 BW0111  ___________________________________________________________________
 BW0111* NAD 83(1986)-  31 38 58.     (N)    090 25 01.     (W)     SCALED    
 BW0111* NAVD 88     -       141.975  (meters)     465.80   (feet)  ADJUSTED  
 BW0111  ___________________________________________________________________
 BW0111  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW0111  DYNAMIC HT  -         141.803 (meters)     465.23  (feet)  COMP
 BW0111  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BW0111
 BW0111  VERT ORDER  -  FIRST     CLASS I
 BW0111
 BW0111.The horizontal coordinates were scaled from a topographic map and have
 BW0111.an estimated accuracy of +/- 6 seconds.
 BW0111
 BW0111.The orthometric height was determined by differential leveling
 BW0111.and adjusted in June 1991.
 BW0111
 BW0111.The geoid height was determined by GEOID03.
 BW0111
 BW0111.The dynamic height is computed by dividing the NAVD 88
 BW0111.geopotential number by the normal gravity value computed on the
 BW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0111.degrees latitude (g = 980.6199 gals.).
 BW0111
 BW0111.The modeled gravity was interpolated from observed gravity values.
 BW0111
 BW0111;                    North         East    Units  Estimated Accuracy
 BW0111;SPC MS W     -   238,280.      692,070.      MT  (+/- 180 meters Scaled)
 BW0111
 BW0111                          SUPERSEDED SURVEY CONTROL
 BW0111
 BW0111  NGVD 29 (??/??/??)  141.972  (m)          465.79   (f) ADJUSTED    1 1
 BW0111
 BW0111.Superseded values are not recommended for survey control.
 BW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0111.See file dsdata.txt to determine how the superseded data were derived.
 BW0111
 BW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR449044(NAD 83)
 BW0111_MARKER: DB = BENCH MARK DISK
 BW0111_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0111+WITH SETTING: INTO GROUND
 BW0111_STAMPING: C 209 1960
 BW0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0111+STABILITY: SURFACE MOTION
 BW0111
 BW0111  HISTORY     - Date     Condition        Report By
 BW0111  HISTORY     - 1960     MONUMENTED       CGS
 BW0111  HISTORY     - 1969     GOOD             NGS
 BW0111
 BW0111                          STATION DESCRIPTION
 BW0111
 BW0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0111'3.8 MI S FROM WESSON.
 BW0111'ABOUT 3.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0111'CROSSING OF SPRING STREET AT WESSON, ABOUT 5.05 MILES NORTH ALONG THE
 BW0111'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT BROOKHAVEN, 0.55 MILE
 BW0111'NORTH OF A WOODEN OVERPASS, 88 FEET SOUTHWEST OF MILEPOST 778, 32 FEET
 BW0111'WEST OF THE WEST RAIL OF THE WEST TRACK, 0.5 FOOT EAST OF A METAL
 BW0111'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A
 BW0111'3-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 BW0111'GROUND.  1/4, SEC 20, T 8N, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0244 ***********************************************************************
 CP0244  DESIGNATION -  C 210
 CP0244  PID         -  CP0244
 CP0244  STATE/COUNTY-  MS/HINDS
 CP0244  USGS QUAD   -  JACKSON (1998)
 CP0244
 CP0244                         *CURRENT SURVEY CONTROL
 CP0244  ___________________________________________________________________
 CP0244* NAD 83(1986)-  32 16 50.     (N)    090 11 51.     (W)     SCALED    
 CP0244* NAVD 88     -        82.44   (+/-2cm)     270.5    (feet)  VERTCON   
 CP0244  ___________________________________________________________________
 CP0244  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0244
 CP0244.The horizontal coordinates were scaled from a topographic map and have
 CP0244.an estimated accuracy of +/- 6 seconds.
 CP0244
 CP0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0244.The vertical order pertains to the NGVD 29 superseded value.
 CP0244
 CP0244.The geoid height was determined by GEOID03.
 CP0244
 CP0244;                    North         East    Units  Estimated Accuracy
 CP0244;SPC MS W     -   308,270.      712,800.      MT  (+/- 180 meters Scaled)
 CP0244
 CP0244                          SUPERSEDED SURVEY CONTROL
 CP0244
 CP0244  NGVD 29 (??/??/??)   82.459  (m)          270.53   (f) ADJUSTED    1 2
 CP0244
 CP0244.Superseded values are not recommended for survey control.
 CP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0244.See file dsdata.txt to determine how the superseded data were derived.
 CP0244
 CP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR639749(NAD 83)
 CP0244_MARKER: DB = BENCH MARK DISK
 CP0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0244_SP_SET: CONCRETE BASE
 CP0244_STAMPING: C 210 1960
 CP0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0244
 CP0244  HISTORY     - Date     Condition        Report By
 CP0244  HISTORY     - 1960     MONUMENTED       CGS
 CP0244  HISTORY     - 1969     GOOD             NGS
 CP0244  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0244  HISTORY     - 19920611 MARK NOT FOUND   NGS
 CP0244
 CP0244                          STATION DESCRIPTION
 CP0244
 CP0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP0244'1.65 MI S FROM JACKSON.
 CP0244'ABOUT 1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0244'STATION AT JACKSON, THENCE ABOUT 0.1 MILE SOUTHEAST AND ACROSS
 CP0244'COUNTRY, ABOUT 0.1 MILE SOUTH OF A READY MIX CONCRETE PLANT, SET IN
 CP0244'TOP OF THE WEST CORNER OF THE CONCRETE BASE FOR THE LAMPTON-LOVE
 CP0244'BUTANE RADIO TOWER WHICH IS REPORTED TO BE 300-FOOT HIGH, AND ABOUT 1
 CP0244'FOOT ABOVE THE LEVEL OF THE GROUND.  SEC 16, T 5N, R 1 E.  NOTE-- THE
 CP0244'MARK MAY ALSO BE REACHED BY GOING ABOUT 0.1 MILE WEST ALONG WEST
 CP0244'CAPITAL STREET FROM THE ICRR STATION AT JACKSON, THENCE ABOUT 1.45
 CP0244'MILES SOUTH ALONG GALLATIN STREET, THENCE ABOUT 0.3 MILE WEST ALONG
 CP0244'JULIENNE STREET.
 CP0244
 CP0244                          STATION RECOVERY (1977)
 CP0244
 CP0244'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0244'MARK NOT FOUND.
 CP0244
 CP0244                          STATION RECOVERY (1992)
 CP0244
 CP0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0244'THE TOWER HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0337 ***********************************************************************
 CO0337  DESIGNATION -  C 211
 CO0337  PID         -  CO0337
 CO0337  STATE/COUNTY-  MS/LAUDERDALE
 CO0337  USGS QUAD   -  KEWANEE (1974)
 CO0337
 CO0337                         *CURRENT SURVEY CONTROL
 CO0337  ___________________________________________________________________
 CO0337* NAD 83(1986)-  32 25 36.     (N)    088 27 32.     (W)     SCALED    
 CO0337* NAVD 88     -        74.598  (meters)     244.74   (feet)  ADJUSTED  
 CO0337  ___________________________________________________________________
 CO0337  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CO0337  DYNAMIC HT  -          74.510 (meters)     244.45  (feet)  COMP
 CO0337  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 CO0337
 CO0337  VERT ORDER  -  FIRST     CLASS I
 CO0337
 CO0337.The horizontal coordinates were scaled from a topographic map and have
 CO0337.an estimated accuracy of +/- 6 seconds.
 CO0337
 CO0337.The orthometric height was determined by differential leveling
 CO0337.and adjusted in June 1991.
 CO0337
 CO0337.The geoid height was determined by GEOID03.
 CO0337
 CO0337.The dynamic height is computed by dividing the NAVD 88
 CO0337.geopotential number by the normal gravity value computed on the
 CO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0337.degrees latitude (g = 980.6199 gals.).
 CO0337
 CO0337.The modeled gravity was interpolated from observed gravity values.
 CO0337
 CO0337;                    North         East    Units  Estimated Accuracy
 CO0337;SPC MS E     -   324,520.      335,220.      MT  (+/- 180 meters Scaled)
 CO0337
 CO0337                          SUPERSEDED SURVEY CONTROL
 CO0337
 CO0337  NGVD 29 (??/??/??)   74.581  (m)          244.69   (f) ADJUSTED    1 1
 CO0337
 CO0337.Superseded values are not recommended for survey control.
 CO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0337.See file dsdata.txt to determine how the superseded data were derived.
 CO0337
 CO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA628886(NAD 83)
 CO0337_MARKER: DB = BENCH MARK DISK
 CO0337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0337_SP_SET: BRIDGE ABUTMENT
 CO0337_STAMPING: C 211 1960
 CO0337_MARK LOGO: CGS   
 CO0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0337+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 CO0337
 CO0337  HISTORY     - Date     Condition        Report By
 CO0337  HISTORY     - 1960     MONUMENTED       CGS
 CO0337  HISTORY     - 1968     GOOD             NGS
 CO0337  HISTORY     - 19900207 GOOD             MSHD
 CO0337
 CO0337                          STATION DESCRIPTION
 CO0337
 CO0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0337'1.2 MI W FROM KEWANEE.
 CO0337'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE POST
 CO0337'OFFICE AT KEWANEE, OR ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAYS 11 AND
 CO0337'80 FROM THE BAPTIST CHURCH AT TOOMSUBA, IN SECTION 28, T 7 N, R 18 E,
 CO0337'0.4 MILE WEST OF THE U.S. HIGHWAYS 11 AND 80 OVERPASS FOR INTERSTATE
 CO0337'HIGHWAYS 20 AND 59, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CO0337'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER TOOMSUBA CREEK, 27 FEET
 CO0337'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF THE SOUTH
 CO0337'CONCRETE RAILING ON THE BRIDGE, AND ABOUT 3 1/2 FEET BELOW THE LEVEL
 CO0337'OF THE HIGHWAY.
 CO0337
 CO0337                          STATION RECOVERY (1990)
 CO0337
 CO0337'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0337'MARK IS LOCATED ABOUT 14.5 MI (23.3 KM) EAST NORTHEAST OF MERIDIAN IN
 CO0337'A CONCRETE BRIDGE OVER TOOMSUBA CREEK, 1.25 MI (2.01 KM) WEST OF THE
 CO0337'CROSSROAD IN KEWANEE AND IS IN SECTION 28, T 7N R 18E.
 CO0337'TO REACH FROM THE U.S. HIGHWAYS 11 AND 80 BRIDGE OVER I-20 AND I-59,
 CO0337'AT THE WEST EDGE OF KEWANEE, GO WEST ON U.S. HIGHWAYS 11 AND 80 FOR
 CO0337'0.4 MI (0.6 KM) TO THE BRIDGE AND THE MARK ON THE LEFT.
 CO0337'MARK IS A STANDARD DISK SET IN A DRILL HOLE ON TOP OF THE SOUTH END OF
 CO0337'THE WEST ABUTMENT OF A CONCRETE BRIDGE, ABOUT 3 FT (0.9 M) BELOW THE
 CO0337'LEVEL OF THE HIGHWAY, 27 FT (8.2 M) SOUTH OF THE CENTER OF THE
 CO0337'HIGHWAY, 10 FT (3.0 M) SOUTH OF THE SOUTH CONCRETE RAILING AND 0.55
 CO0337'FT (0.17 M) NORTH OF THE END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0870 ***********************************************************************
 CO0870  DESIGNATION -  C 212
 CO0870  PID         -  CO0870
 CO0870  STATE/COUNTY-  MS/RANKIN
 CO0870  USGS QUAD   -  BRANDON (1982)
 CO0870
 CO0870                         *CURRENT SURVEY CONTROL
 CO0870  ___________________________________________________________________
 CO0870* NAD 83(1986)-  32 16 55.     (N)    089 55 26.     (W)     SCALED    
 CO0870* NAVD 88     -       130.672  (meters)     428.71   (feet)  ADJUSTED  
 CO0870  ___________________________________________________________________
 CO0870  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CO0870  DYNAMIC HT  -         130.519 (meters)     428.21  (feet)  COMP
 CO0870  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CO0870
 CO0870  VERT ORDER  -  FIRST     CLASS I
 CO0870
 CO0870.The horizontal coordinates were scaled from a topographic map and have
 CO0870.an estimated accuracy of +/- 6 seconds.
 CO0870
 CO0870.The orthometric height was determined by differential leveling
 CO0870.and adjusted in June 1991.
 CO0870
 CO0870.The geoid height was determined by GEOID03.
 CO0870
 CO0870.The dynamic height is computed by dividing the NAVD 88
 CO0870.geopotential number by the normal gravity value computed on the
 CO0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0870.degrees latitude (g = 980.6199 gals.).
 CO0870
 CO0870.The modeled gravity was interpolated from observed gravity values.
 CO0870
 CO0870;                    North         East    Units  Estimated Accuracy
 CO0870;SPC MS W     -   308,490.      738,570.      MT  (+/- 180 meters Scaled)
 CO0870
 CO0870                          SUPERSEDED SURVEY CONTROL
 CO0870
 CO0870  NGVD 29 (??/??/??)  130.672  (m)          428.71   (f) ADJUSTED    1 1
 CO0870
 CO0870.Superseded values are not recommended for survey control.
 CO0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0870.See file dsdata.txt to determine how the superseded data were derived.
 CO0870
 CO0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA246754(NAD 83)
 CO0870_MARKER: DB = BENCH MARK DISK
 CO0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0870_STAMPING: C 212 1960
 CO0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0870+STABILITY: SURFACE MOTION
 CO0870
 CO0870  HISTORY     - Date     Condition        Report By
 CO0870  HISTORY     - 1960     MONUMENTED       CGS
 CO0870  HISTORY     - 1968     GOOD             NGS
 CO0870  HISTORY     - 1977     GOOD             MSHD
 CO0870
 CO0870                          STATION DESCRIPTION
 CO0870
 CO0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0870'3.8 MI E FROM BRANDON.
 CO0870'ABOUT 3.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY
 CO0870'COURTHOUSE AT BRANDON, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CO0870'83 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 129 FEET EAST
 CO0870'AND ACROSS THE DRIVEWAY FROM A POWER POLE, 7 FEET EAST OF A CONCRETE
 CO0870'HIGHWAY RIGHT-OF-WAY MARKER, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 CO0870'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CO0870'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CO0870'GROUND.  SEC 7, T 5N, R 4E.
 CO0870
 CO0870                          STATION RECOVERY (1977)
 CO0870
 CO0870'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0870'IT IS 5 FEET WEST OF A RIGHT OF WAY MARKER INSTEAD OF 7 FEET WEST.
 CO0870'125 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BRICK HOUSE,
 CO0870'61.5 FEET EAST OF TELEPHONE CABLE WARNING POLE L-3 1/2 E AND 17 FEET
 CO0870'NORTH OF THE WEST END OF A CURCULAR DRIEVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0926 ***********************************************************************
 CO0926  DESIGNATION -  C 213
 CO0926  PID         -  CO0926
 CO0926  STATE/COUNTY-  MS/SCOTT
 CO0926  USGS QUAD   -  PULASKI (1982)
 CO0926
 CO0926                         *CURRENT SURVEY CONTROL
 CO0926  ___________________________________________________________________
 CO0926* NAD 83(1986)-  32 21 25.     (N)    089 31 56.     (W)     SCALED    
 CO0926* NAVD 88     -       161.761  (meters)     530.71   (feet)  ADJUSTED  
 CO0926  ___________________________________________________________________
 CO0926  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CO0926  DYNAMIC HT  -         161.570 (meters)     530.08  (feet)  COMP
 CO0926  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 CO0926
 CO0926  VERT ORDER  -  FIRST     CLASS I
 CO0926
 CO0926.The horizontal coordinates were scaled from a topographic map and have
 CO0926.an estimated accuracy of +/- 6 seconds.
 CO0926
 CO0926.The orthometric height was determined by differential leveling
 CO0926.and adjusted in June 1991.
 CO0926
 CO0926.The geoid height was determined by GEOID03.
 CO0926
 CO0926.The dynamic height is computed by dividing the NAVD 88
 CO0926.geopotential number by the normal gravity value computed on the
 CO0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0926.degrees latitude (g = 980.6199 gals.).
 CO0926
 CO0926.The modeled gravity was interpolated from observed gravity values.
 CO0926
 CO0926;                    North         East    Units  Estimated Accuracy
 CO0926;SPC MS E     -   316,940.      234,220.      MT  (+/- 180 meters Scaled)
 CO0926
 CO0926                          SUPERSEDED SURVEY CONTROL
 CO0926
 CO0926  NGVD 29 (??/??/??)  161.755  (m)          530.69   (f) ADJUSTED    1 1
 CO0926
 CO0926.Superseded values are not recommended for survey control.
 CO0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0926.See file dsdata.txt to determine how the superseded data were derived.
 CO0926
 CO0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA617828(NAD 83)
 CO0926_MARKER: DB = BENCH MARK DISK
 CO0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0926_STAMPING: C 213 1961
 CO0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0926+STABILITY: SURFACE MOTION
 CO0926
 CO0926  HISTORY     - Date     Condition        Report By
 CO0926  HISTORY     - 1961     MONUMENTED       CGS
 CO0926  HISTORY     - 1968     GOOD             NGS
 CO0926  HISTORY     - 1978     MARK NOT FOUND   USGS
 CO0926
 CO0926                          STATION DESCRIPTION
 CO0926
 CO0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0926'3.65 MI W FROM FOREST.
 CO0926'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0926'COURTHOUSE AT FOREST, THENCE 3.55 MILES WEST ALONG U.S. HIGHWAY 80,
 CO0926'178 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 135 FEET SOUTH OF
 CO0926'TELEPHONE POLE NUMBER 33, 55 1/2 FEET NORTH OF A 6-INCH CEDAR TREE
 CO0926'WHICH IS LOCATED AT THE NORTHWEST CORNER OF AN ABANDONED CONCRETE
 CO0926'PATIO, 13 FEET NORTHWEST OF A 6-INCH SYCAMORE TREE, 1.1 FEET SOUTH OF
 CO0926'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CO0926'OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CO0926'GROUND.  SEC 13, T 6N, R 7E.
 CO0926
 CO0926                          STATION RECOVERY (1978)
 CO0926
 CO0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CO0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0768 ***********************************************************************
 CO0768  CBN         -  This is a Cooperative Base Network Control Station.
 CO0768  DESIGNATION -  C 214
 CO0768  PID         -  CO0768
 CO0768  STATE/COUNTY-  MS/NEWTON
 CO0768  USGS QUAD   -  LAKE (1982)
 CO0768
 CO0768                         *CURRENT SURVEY CONTROL
 CO0768  ___________________________________________________________________
 CO0768* NAD 83(2007)-  32 20 23.41303(N)    089 18 27.87102(W)     ADJUSTED  
 CO0768* NAVD 88     -       141.649  (meters)     464.73   (feet)  ADJUSTED  
 CO0768  ___________________________________________________________________
 CO0768  EPOCH DATE  -        2002.00
 CO0768  X           -      65,170.800 (meters)                     COMP
 CO0768  Y           -  -5,393,696.875 (meters)                     COMP
 CO0768  Z           -   3,392,391.497 (meters)                     COMP
 CO0768  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CO0768  ELLIP HEIGHT-         114.498 (meters)          (02/10/07) ADJUSTED
 CO0768  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CO0768  DYNAMIC HT  -         141.483 (meters)     464.18  (feet)  COMP
 CO0768
 CO0768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO0768  Type    PID    Designation                      North   East  Ellip
 CO0768  -------------------------------------------------------------------
 CO0768  NETWORK CO0768 C 214                             1.16   1.10   5.37
 CO0768  -------------------------------------------------------------------
 CO0768  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CO0768
 CO0768  VERT ORDER  -  FIRST     CLASS I
 CO0768
 CO0768.The horizontal coordinates were established by GPS observations
 CO0768.and adjusted by the National Geodetic Survey in February 2007.
 CO0768
 CO0768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO0768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO0768.The horizontal coordinates are valid at the epoch date displayed above.
 CO0768.The epoch date for horizontal control is a decimal equivalence
 CO0768.of Year/Month/Day.
 CO0768
 CO0768.The orthometric height was determined by differential leveling
 CO0768.and adjusted in June 1991.
 CO0768
 CO0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO0768
 CO0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0768
 CO0768.The ellipsoidal height was determined by GPS observations
 CO0768.and is referenced to NAD 83.
 CO0768
 CO0768.The geoid height was determined by GEOID03.
 CO0768
 CO0768.The dynamic height is computed by dividing the NAVD 88
 CO0768.geopotential number by the normal gravity value computed on the
 CO0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0768.degrees latitude (g = 980.6199 gals.).
 CO0768
 CO0768.The modeled gravity was interpolated from observed gravity values.
 CO0768
 CO0768;                    North         East     Units Scale Factor Converg.
 CO0768;SPC MS E     -   314,930.772   255,339.785   MT  0.99997459   -0 15 13.6
 CO0768;SPC MS E     - 1,033,235.37    837,727.28   sFT  0.99997459   -0 15 13.6
 CO0768;UTM  16      - 3,580,445.712   282,803.953   MT  1.00018177   -1 14 06.0
 CO0768
 CO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0768!SPC MS E     -   0.99998202  x   0.99997459  =   0.99995661
 CO0768!UTM  16      -   0.99998202  x   1.00018177  =   1.00016379
 CO0768
 CO0768                          SUPERSEDED SURVEY CONTROL
 CO0768
 CO0768  ELLIP H (04/15/02)  114.497  (m)                       GP(       ) 4 2
 CO0768  NAD 83(1993)-  32 20 23.41289(N)    089 18 27.87079(W) AD(       ) B
 CO0768  ELLIP H (02/15/02)  114.494  (m)                       GP(       ) 4 1
 CO0768  NAVD 88 (02/15/02)  141.65   (m)          464.7    (f) LEVELING    3  
 CO0768  NGVD 29 (??/??/??)  141.642  (m)          464.70   (f) ADJUSTED    1 1
 CO0768
 CO0768.Superseded values are not recommended for survey control.
 CO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0768.See file dsdata.txt to determine how the superseded data were derived.
 CO0768
 CO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA8280480446(NAD 83)
 CO0768_MARKER: DB = BENCH MARK DISK
 CO0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0768_SP_SET: CONCRETE POST
 CO0768_STAMPING: C 214 1961
 CO0768_MARK LOGO: CGS   
 CO0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0768+STABILITY: SURFACE MOTION
 CO0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0768+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2000
 CO0768
 CO0768  HISTORY     - Date     Condition        Report By
 CO0768  HISTORY     - 1961     MONUMENTED       CGS
 CO0768  HISTORY     - 1968     GOOD             NGS
 CO0768  HISTORY     - 19890620 GOOD             MSHD
 CO0768  HISTORY     - 20000102 GOOD             NGS
 CO0768  HISTORY     - 20080809 GOOD             JCLS
 CO0768
 CO0768                          STATION DESCRIPTION
 CO0768
 CO0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0768'1.3 MI E FROM LAKE.
 CO0768'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0768'LAKE, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 80, 0.15 MILE WEST OF
 CO0768'THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 125 1/2 FEET SOUTH OF
 CO0768'THE CENTERLINE OF THE HIGHWAY, 31 1/2 FEET WEST OF THE CENTERLINE OF A
 CO0768'PRIVATE DRIVEWAY, 21 1/2 FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET
 CO0768'NORTH OF A FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 CO0768'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CO0768'4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 19, T 6N, R 10E.
 CO0768
 CO0768                          STATION RECOVERY (1989)
 CO0768
 CO0768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0768'MARK IS LOCATED 1.93 KM (1.20 MI) EAST OF LAKE, 0.24 KM (0.15 MI) WEST
 CO0768'OF A CROSSROAD IN THE NE 1/4 OF SECTION 30, T6N, R10E.  TO REACH FROM
 CO0768'THE POST OFFICE IN LAKE GO NORTH ON A PAVED ROAD FOR 0.56 KM
 CO0768'(0.35 MI) TO THE INTERSECTION OF U.S HIGHWAY 80, TURN RIGHT AND GO
 CO0768'EAST ON U.S. HIGHWAY 80 FOR 1.93 KM (1.20 MI) TO A PRIVATE ROAD AND
 CO0768'THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A
 CO0768'ROUND CONCRETE POST PROJECTING 0.01 M (0.0 FT) .  IT IS 38.25 M
 CO0768'(125.5 FT) SOUTH OF THE CENTER OF HIGHWAY 80, 27.74 M (91.0 FT) EAST
 CO0768'OF A LONE 9 INCH CEDAR, 15.85 M (52.0 FT) SOUTH SOUTHWEST OF A FENCE
 CO0768'CORNER, 13.87 M (45.5 FT) WEST OF A R.O.W. MARKER, 15.24 M (50.0 FT)
 CO0768'SOUTH OF A FENCE, 8.99 M (29.5 FT) WEST OF THE CENTER OF A GRAVEL
 CO0768'DRIVEWAY, 0.46 M (1.5 FT) WEST OF A METAL WITNESS POST AND IS ABOUT
 CO0768'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CO0768
 CO0768                          STATION RECOVERY (2000)
 CO0768
 CO0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO0768'RECOVERED AS DESCRIBED.  STATION IS INSIDE A PASTURE ENCLOSED BY A
 CO0768'WIRE FENCE, WEST OF A CORNER POST.  LAND OWNER/ATTORNEY GRANTS ACCESS
 CO0768'FOR SURVEYORS ON THE CONDITION THAT THE SITE BE KEPT CLEAN AND THAT NO
 CO0768'FLAGGING OR DEBRIS IS LEFT.
 CO0768
 CO0768                          STATION RECOVERY (2008)
 CO0768
 CO0768'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 CO0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0504 ***********************************************************************
 BW0504  DESIGNATION -  C 22
 BW0504  PID         -  BW0504
 BW0504  STATE/COUNTY-  MS/LINCOLN
 BW0504  USGS QUAD   -  ZETUS (1972)
 BW0504
 BW0504                         *CURRENT SURVEY CONTROL
 BW0504  ___________________________________________________________________
 BW0504* NAD 83(1986)-  31 34 12.     (N)    090 30 46.     (W)     SCALED    
 BW0504* NAVD 88     -       134.31   (+/-2cm)     440.6    (feet)  VERTCON   
 BW0504  ___________________________________________________________________
 BW0504  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0504
 BW0504.The horizontal coordinates were scaled from a topographic map and have
 BW0504.an estimated accuracy of +/- 6 seconds.
 BW0504
 BW0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0504.The vertical order pertains to the NGVD 29 superseded value.
 BW0504
 BW0504.The geoid height was determined by GEOID03.
 BW0504
 BW0504;                    North         East    Units  Estimated Accuracy
 BW0504;SPC MS W     -   229,490.      682,970.      MT  (+/- 180 meters Scaled)
 BW0504
 BW0504                          SUPERSEDED SURVEY CONTROL
 BW0504
 BW0504  NGVD 29 (??/??/92)  134.315  (m)          440.67   (f) ADJ UNCH    2 0
 BW0504
 BW0504.Superseded values are not recommended for survey control.
 BW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0504.See file dsdata.txt to determine how the superseded data were derived.
 BW0504
 BW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ360954(NAD 83)
 BW0504_MARKER: DB = BENCH MARK DISK
 BW0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0504_SP_SET: CULVERT
 BW0504_STAMPING: 440.665 C 22 1934
 BW0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0504
 BW0504  HISTORY     - Date     Condition        Report By
 BW0504  HISTORY     - 1934     MONUMENTED       CGS
 BW0504  HISTORY     - 1968     GOOD             MSHD
 BW0504  HISTORY     - 1972     MARK NOT FOUND   USGS
 BW0504  HISTORY     - 1976     GOOD             NGS
 BW0504
 BW0504                          STATION DESCRIPTION
 BW0504
 BW0504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0504'5.6 MI WSW FROM BROOKHAVEN.
 BW0504'THE MARK IS LOCATED 4.3 MILES WEST SOUTHWEST OF THE APPROXIMATE CENTER
 BW0504'OF BROOKHAVEN ON THE SOUTH SIDE OF MISSISSIPPI CENTRAL RAILROAD TRACK
 BW0504'IN THE CENTER OF THE HEAD WALL OF A DOUBLE 36 INCH CONCRETE PIPE
 BW0504'CULVERT AND IS IN THE SOUTHWEST 1/4 OF SECTION 16, T 7N, R 7E. IT IS
 BW0504'14 FEET SOUTH OF THE SOUTH RAIL, 112 FEET EAST OF A TELEGRAPH LINE
 BW0504'CROSSING OVER THE TRACK, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 BW0504'ABOUT 3 FEET LOWER THAN THE TRACK.  NOTE-- TO REACH FROM THE ENTRANCE
 BW0504'TO THE KING DAUGHTERS HOSPITAL AT THE NORTHWEST EDGE OF BROOKHAVEN GO
 BW0504'SOUTHWEST ON U.S. HIGHWAY 51 FOR 1.4 MILES TO OLD U.S. HIGHWAY 84.
 BW0504'TURN RIGHT WEST AND CONTINUE ON U.S. HIGHWAY 84 FOR 0.60 MILE TO A
 BW0504'FORKS.  TAKE THE RIGHT FORK AND CONTINUE WEST ON A BLACKTOP ROAD FOR
 BW0504'2.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON AN
 BW0504'ALL WEATHER ROAD FOR 0.5 MILE TO THE CROSSING OF MISSISSIPPI CENTRAL
 BW0504'RAILROAD.  THE MARK IS LOCATED 0.3 MILE NORTHWEST ALONG THE
 BW0504'MISSISSIPPI CENTRAL RAILROAD FROM THE CROSSING.
 BW0504
 BW0504                          STATION RECOVERY (1972)
 BW0504
 BW0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BW0504'MARK NOT FOUND.
 BW0504
 BW0504                          STATION RECOVERY (1976)
 BW0504
 BW0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BW0504'LOCATED 2.5 MILES NORTH OF U.S. HIGHWAY 84, 1.15 MILES ENE OF ZETUS,
 BW0504'0.35 MILE SOUTH OF A RADIO TOWER, 650 FEET WNW OF MILE POST 87, 15
 BW0504'FEET SSW OF AND 3 FEET LOWER THAN THE SOUTH RAIL OF I.C.G.R.R., SET
 BW0504'IN THE CENTER OF THE SOUTH 1 X 8 FT. HEADWALL OF A DOUBLE 36 IN. X 36
 BW0504'FT. CULVERT. TO REACH FROM THE BROOKHAVEN CBD INTERCHANGE ON I-55,
 BW0504'ABOUT 2 MILES WEST OF BROOKHAVEN, GO EAST ON BROOKWAY BOULEVARD FOR
 BW0504'1.1 MILES TO U.S. HIGHWAY 51, TURN RIGHT AND GO SOUTH ON HIGHWAY 51
 BW0504'FOR 0.75 MILE TO TRAFFIC LIGHT AT COCA-COLA BOTTLING PLANT, TURN
 BW0504'RIGHT AND GO WEST ON OLD HIGHWAY 84 FOR 0.6 MILE TO A FORK AND A
 BW0504'STORE, TAKE RIGHT FORK AND GO WEST ON ZETUS ROAD FOR 0.9 MILE TO
 BW0504'UNDERPASS OF I-55, CONTINUE WEST ON ZETUS ROAD FOR 1.85 MILES TO A
 BW0504'GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH 0.6 MILE TO RAILROAD
 BW0504'CROSSING, PACK WNW ALONG RAILROAD FOR 0.1 MILE TO MILEPOST 87,
 BW0504'CONTINUE WNW ALONG RAILROAD FOR 650 FEET TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0795 ***********************************************************************
 CO0795  DESIGNATION -  C 223
 CO0795  PID         -  CO0795
 CO0795  STATE/COUNTY-  MS/NEWTON
 CO0795  USGS QUAD   -  NEWTON (1982)
 CO0795
 CO0795                         *CURRENT SURVEY CONTROL
 CO0795  ___________________________________________________________________
 CO0795* NAD 83(1986)-  32 19 16.     (N)    089 07 47.     (W)     SCALED    
 CO0795* NAVD 88     -       109.834  (meters)     360.35   (feet)  ADJUSTED  
 CO0795  ___________________________________________________________________
 CO0795  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CO0795  DYNAMIC HT  -         109.706 (meters)     359.93  (feet)  COMP
 CO0795  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CO0795
 CO0795  VERT ORDER  -  FIRST     CLASS I
 CO0795
 CO0795.The horizontal coordinates were scaled from a topographic map and have
 CO0795.an estimated accuracy of +/- 6 seconds.
 CO0795
 CO0795.The orthometric height was determined by differential leveling
 CO0795.and adjusted in June 1991.
 CO0795
 CO0795.The geoid height was determined by GEOID03.
 CO0795
 CO0795.The dynamic height is computed by dividing the NAVD 88
 CO0795.geopotential number by the normal gravity value computed on the
 CO0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0795.degrees latitude (g = 980.6199 gals.).
 CO0795
 CO0795.The modeled gravity was interpolated from observed gravity values.
 CO0795
 CO0795;                    North         East    Units  Estimated Accuracy
 CO0795;SPC MS E     -   312,790.      272,090.      MT  (+/- 180 meters Scaled)
 CO0795
 CO0795                          SUPERSEDED SURVEY CONTROL
 CO0795
 CO0795  NGVD 29 (??/??/??)  109.827  (m)          360.32   (f) ADJUSTED    1 1
 CO0795
 CO0795.Superseded values are not recommended for survey control.
 CO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0795.See file dsdata.txt to determine how the superseded data were derived.
 CO0795
 CO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA995780(NAD 83)
 CO0795_MARKER: DB = BENCH MARK DISK
 CO0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0795_SP_SET: CONCRETE POST
 CO0795_STAMPING: C 223 1968
 CO0795_MARK LOGO: CGS   
 CO0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0795+STABILITY: SURFACE MOTION
 CO0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0795+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 CO0795
 CO0795  HISTORY     - Date     Condition        Report By
 CO0795  HISTORY     - 1968     MONUMENTED       CGS
 CO0795  HISTORY     - 19890808 GOOD             MSHD
 CO0795
 CO0795                          STATION DESCRIPTION
 CO0795
 CO0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0795'3.5 MI SE FROM NEWTON.
 CO0795'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0795'STATION AT NEWTON, THENCE 0.8 MILE NORTH ALONG THE GULF, MOBILE AND
 CO0795'OHIO RAILROAD, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 80, THENCE
 CO0795'0.15 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE EAST ALONG A
 CO0795'GRADED DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, IN
 CO0795'SECTION 36, T 6 N, R 12 E, 0.1 MILE NORTH OF A CROSSING OF THE ROAD
 CO0795'AND THE ILLINOIS CENTRAL RAILROAD TRACK, 37 FEET EAST OF THE
 CO0795'CENTERLINE OF THE DIRT ROAD, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CO0795'OF A FRAME HOUSE WHICH IS LOCATED ON THE PROPERTY OF MR. ELLIOT
 CO0795'CHAPPMAN, 35 1/2 FEET WEST OF A 30-INCH GUM TREE, 1 FOOT NORTH OF A
 CO0795'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CO0795'POST WHICH PROJECTS 5 INCHES.
 CO0795
 CO0795                          STATION RECOVERY (1989)
 CO0795
 CO0795'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0795'MARK IS LOCATED 3.2 KM (2.00 MI) EAST OF NEWTON ON THE EAST SIDE OF A
 CO0795'GRAVEL ROAD, 9.82 KM (6.10 MI) WEST OF HICKORY, 0.16 KM (0.10 MI)
 CO0795'NORTH OF THE MIDSOUTH RAILROAD TRACK IN SECTION 36, T6N, R11E.  TO
 CO0795'REACH FROM THE INTERSECTION OF THE STATE HIGHWAY 15 BYPASS AND U.S.
 CO0795'HIGHWAY 80 AT THE NORTHEAST EDGE OF NEWTON, GO EAST ON U.S. HIGHWAY 80
 CO0795'FOR 0.81 KM (0.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 CO0795'A GRAVEL ROAD FOR 0.24 KM (0.15 MI) TO A T-INTERSECTION, TURN LEFT AND
 CO0795'GO EAST ON A GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO A SIDE ROAD RIGHT,
 CO0795'TURN RIGHT AND GO SOUTH ON A GRAVEL FOR 1.13 KM (0.70 MI) TO THE MARK
 CO0795'ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CO0795'CONCRETE POST PROJECTING 0.03 M (0.1 FT) .  IT IS 38.7 M (127.0 FT)
 CO0795'SOUTH OF THE CENTER OF A PRIVATE ROAD, 17.98 M (59.0 FT) SOUTHEAST OF
 CO0795'A 24 INCH OAK, 16.15 M (53.0 FT) SOUTHWEST OF A 36 INCH OAK, 12.8 M
 CO0795'(42.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 10.67 M (35.0 FT) WEST
 CO0795'OF A 36 INCH GUM, 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST AND
 CO0795'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0774 ***********************************************************************
 CO0774  DESIGNATION -  C 224
 CO0774  PID         -  CO0774
 CO0774  STATE/COUNTY-  MS/NEWTON
 CO0774  USGS QUAD   -  LAKE (1982)
 CO0774
 CO0774                         *CURRENT SURVEY CONTROL
 CO0774  ___________________________________________________________________
 CO0774* NAD 83(1986)-  32 20 02.     (N)    089 16 52.     (W)     SCALED    
 CO0774* NAVD 88     -       139.150  (meters)     456.53   (feet)  ADJUSTED  
 CO0774  ___________________________________________________________________
 CO0774  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CO0774  DYNAMIC HT  -         138.988 (meters)     456.00  (feet)  COMP
 CO0774  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CO0774
 CO0774  VERT ORDER  -  FIRST     CLASS I
 CO0774
 CO0774.The horizontal coordinates were scaled from a topographic map and have
 CO0774.an estimated accuracy of +/- 6 seconds.
 CO0774
 CO0774.The orthometric height was determined by differential leveling
 CO0774.and adjusted in June 1991.
 CO0774
 CO0774.The geoid height was determined by GEOID03.
 CO0774
 CO0774.The dynamic height is computed by dividing the NAVD 88
 CO0774.geopotential number by the normal gravity value computed on the
 CO0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0774.degrees latitude (g = 980.6199 gals.).
 CO0774
 CO0774.The modeled gravity was interpolated from observed gravity values.
 CO0774
 CO0774;                    North         East    Units  Estimated Accuracy
 CO0774;SPC MS E     -   314,260.      257,840.      MT  (+/- 180 meters Scaled)
 CO0774
 CO0774                          SUPERSEDED SURVEY CONTROL
 CO0774
 CO0774  NGVD 29 (??/??/??)  139.144  (m)          456.51   (f) ADJUSTED    1 1
 CO0774
 CO0774.Superseded values are not recommended for survey control.
 CO0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0774.See file dsdata.txt to determine how the superseded data were derived.
 CO0774
 CO0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA852797(NAD 83)
 CO0774_MARKER: DB = BENCH MARK DISK
 CO0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO0774_SP_SET: COPPER-CLAD STEEL ROD
 CO0774_STAMPING: C 224 1968
 CO0774_MARK LOGO: CGS   
 CO0774_MAGNETIC: I = MARKER IS A STEEL ROD
 CO0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0774+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1989
 CO0774
 CO0774  HISTORY     - Date     Condition        Report By
 CO0774  HISTORY     - 1968     MONUMENTED       CGS
 CO0774  HISTORY     - 19890718 GOOD             MSHD
 CO0774
 CO0774                          STATION DESCRIPTION
 CO0774
 CO0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0774'3.0 MI E FROM LAKE.
 CO0774'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0774'LAKE, THENCE 2.85 MILES EAST ALONG U.S. HIGHWAY 80, IN SECTION 28, T
 CO0774'6N, R 10 E, 0.55 MILE EAST OF A HIGHWAY UNDERPASS FOR INTERSTATE
 CO0774'HIGHWAY 20, NEAR THE CENTER ONE OF THREE ENTRANCES TO A ROADSIDE PARK,
 CO0774'127 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 1/2 FEET EAST
 CO0774'OF AN 18-INCH PINE TREE, 10 FEET SOUTH OF A 14-INCH HARDWOOD TREE, 1
 CO0774'FOOT NORTH OF A FENCE, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 CO0774'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 CO0774'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 29 FEET AND IS ENCASED
 CO0774'IN A 6-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 CO0774
 CO0774                          STATION RECOVERY (1989)
 CO0774
 CO0774'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0774'MARK IS LOCATED 4.83 KM (3.00 MI) EAST SOUTHEAST OF LAKE NEAR A R.O.W.
 CO0774'FENCE ON THE SOUTH SIDE OF AN ABANDONED ROADSIDE PARK, 4.35 KM
 CO0774'(2.70 MI) WEST OF LAWRENCE, 0.89 KM (0.55 MI) EAST OF THE I-20 BRIDGE
 CO0774'OVER U.S. HIGHWAY 80 NEAR THE CENTER OF SECTION 28, T6N, R10E.  TO
 CO0774'REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 505 IN
 CO0774'LAWRENCE GO WEST ON U.S. HIGHWAY 80 FOR 4.03 KM (2.50 MI) TO THE MARK
 CO0774'ON THE LEFT.  MARK IS A STANDARD DISK SET ON TOP OF A 5/8 INCH COPPER
 CO0774'COATED STEEL ROD DRIVEN TO A DEPTH OF 8.84 M (29.0 FT) AND IS FLUSH
 CO0774'WITH THE GROUND.  IT IS 38.4 M (126.0 FT) SOUTH OF THE CENTER OF
 CO0774'HIGHWAY 80, 20.12 M (66.0 FT) SOUTHWEST OF AN 18 INCH HICKORY, 7.62 M
 CO0774'(25.0 FT) SOUTH OF A 14 INCH HICKORY, 6.71 M (22.0 FT) EAST OF A 24
 CO0774'INCH PINE WITH A WITNESS SIGN, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M
 CO0774'(1.0 FT) EAST OF A CARSONITE WITNESS POST AND IS ABOUT 0.3 M (1.0 FT)
 CO0774'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0307 ***********************************************************************
 CP0307  DESIGNATION -  C 225
 CP0307  PID         -  CP0307
 CP0307  STATE/COUNTY-  MS/HINDS
 CP0307  USGS QUAD   -  RAYMOND (1980)
 CP0307
 CP0307                         *CURRENT SURVEY CONTROL
 CP0307  ___________________________________________________________________
 CP0307* NAD 83(1986)-  32 21 30.     (N)    090 27 47.     (W)     SCALED    
 CP0307* NAVD 88     -        64.533  (meters)     211.72   (feet)  ADJUSTED  
 CP0307  ___________________________________________________________________
 CP0307  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0307  DYNAMIC HT  -          64.459 (meters)     211.48  (feet)  COMP
 CP0307  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CP0307
 CP0307  VERT ORDER  -  FIRST     CLASS I
 CP0307
 CP0307.The horizontal coordinates were scaled from a topographic map and have
 CP0307.an estimated accuracy of +/- 6 seconds.
 CP0307
 CP0307.The orthometric height was determined by differential leveling
 CP0307.and adjusted in June 1991.
 CP0307
 CP0307.The geoid height was determined by GEOID03.
 CP0307
 CP0307.The dynamic height is computed by dividing the NAVD 88
 CP0307.geopotential number by the normal gravity value computed on the
 CP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0307.degrees latitude (g = 980.6199 gals.).
 CP0307
 CP0307.The modeled gravity was interpolated from observed gravity values.
 CP0307
 CP0307;                    North         East    Units  Estimated Accuracy
 CP0307;SPC MS W     -   316,890.      687,790.      MT  (+/- 180 meters Scaled)
 CP0307
 CP0307                          SUPERSEDED SURVEY CONTROL
 CP0307
 CP0307  NGVD 29 (??/??/??)   64.552  (m)          211.78   (f) ADJUSTED    1 1
 CP0307
 CP0307.Superseded values are not recommended for survey control.
 CP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0307.See file dsdata.txt to determine how the superseded data were derived.
 CP0307
 CP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR387829(NAD 83)
 CP0307_MARKER: DB = BENCH MARK DISK
 CP0307_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0307_SP_SET: 29 1/2 FT.
 CP0307_STAMPING: C 225 1968
 CP0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0307
 CP0307  HISTORY     - Date     Condition        Report By
 CP0307  HISTORY     - 1968     MONUMENTED       CGS
 CP0307  HISTORY     - 1977     GOOD             MSHD
 CP0307  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0307
 CP0307                          STATION DESCRIPTION
 CP0307
 CP0307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0307'0.75 MI N FROM BOLTON.
 CP0307'THE MARK IS LOCATED 0.75 MILE NORTH OF BOLTON ON THE EAST RIGHT OF WAY
 CP0307'OF BROWINSVILLE ROAD, 0.15 MILE SOUTH OF I-20 IN THE SOUTHWEST 1/4 OF
 CP0307'SECTION 13, T 6N, R 2W.  IT IS 118.5 FEET EAST OF THE CENTER OF
 CP0307'BROWINSVILLE ROAD, 39 FEET SOUTH OF A RIGHT OF WAY FENCE CORNER, 18
 CP0307'FEET NORTH OF THE CENTER OF A METAL GATE, 1 FOOT WEST OF A CYCLONE
 CP0307'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 8 FEET BELOW THE
 CP0307'LEVEL OF THE ROAD AND ON TOP OF A 5/8 INCH COPPER COATED STEEL ROD
 CP0307'THAT IS DRIVEN TO A DEPTH OF 29 1/2 FEET AND IS ENCASED IN A 6 INCH
 CP0307'CAST IRON PIPE WHICH PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE MAIN
 CP0307'CROSSROAD 0.15 MILE EAST OF THE POST OFFICE IN BOLTON GO NORTH ON
 CP0307'BROWINSVILLE ROAD FOR 0.75 MILE TO A RAMP LEADING INTO A PASTURE AND
 CP0307'THE MARK ON THE RIGHT.
 CP0307
 CP0307                          STATION RECOVERY (1992)
 CP0307
 CP0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0307'THERE HAS BEEN HIGHWAY CONSTRUCTION IN THE DESCRIBED AREA.  ASSUMED
 CP0307'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0296 ***********************************************************************
 CP0296  DESIGNATION -  C 226
 CP0296  PID         -  CP0296
 CP0296  STATE/COUNTY-  MS/HINDS
 CP0296  USGS QUAD   -  CLINTON (1980)
 CP0296
 CP0296                         *CURRENT SURVEY CONTROL
 CP0296  ___________________________________________________________________
 CP0296* NAD 83(1986)-  32 18 28.     (N)    090 18 52.     (W)     SCALED    
 CP0296* NAVD 88     -        89.132  (meters)     292.43   (feet)  ADJUSTED  
 CP0296  ___________________________________________________________________
 CP0296  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0296  DYNAMIC HT  -          89.029 (meters)     292.09  (feet)  COMP
 CP0296  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CP0296
 CP0296  VERT ORDER  -  FIRST     CLASS I
 CP0296
 CP0296.The horizontal coordinates were scaled from a topographic map and have
 CP0296.an estimated accuracy of +/- 6 seconds.
 CP0296
 CP0296.The orthometric height was determined by differential leveling
 CP0296.and adjusted in June 1991.
 CP0296
 CP0296.The geoid height was determined by GEOID03.
 CP0296
 CP0296.The dynamic height is computed by dividing the NAVD 88
 CP0296.geopotential number by the normal gravity value computed on the
 CP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0296.degrees latitude (g = 980.6199 gals.).
 CP0296
 CP0296.The modeled gravity was interpolated from observed gravity values.
 CP0296
 CP0296;                    North         East    Units  Estimated Accuracy
 CP0296;SPC MS W     -   311,280.      701,780.      MT  (+/- 180 meters Scaled)
 CP0296
 CP0296                          SUPERSEDED SURVEY CONTROL
 CP0296
 CP0296  NGVD 29 (??/??/??)   89.145  (m)          292.47   (f) ADJUSTED    1 1
 CP0296
 CP0296.Superseded values are not recommended for survey control.
 CP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0296.See file dsdata.txt to determine how the superseded data were derived.
 CP0296
 CP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR528777(NAD 83)
 CP0296_MARKER: DB = BENCH MARK DISK
 CP0296_SETTING: 0 = UNSPECIFIED SETTING
 CP0296_STAMPING: C 226 1968
 CP0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0296
 CP0296  HISTORY     - Date     Condition        Report By
 CP0296  HISTORY     - 1968     MONUMENTED       CGS
 CP0296  HISTORY     - 1978     GOOD             MSHD
 CP0296
 CP0296                          STATION DESCRIPTION
 CP0296
 CP0296'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0296'2.2 MI SE FROM CLINTON.
 CP0296'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON ON THE GROUNDS OF
 CP0296'THE U.S.E. WATERWAYS EXPERIMENT STATION NEAR THE ENTRANCE ROAD TO THE
 CP0296'ARKANSAS CONTROL HOUSE, 7.5 MILES WEST OF THE CENTER OF DOWNTOWN
 CP0296'JACKSON ABOUT 0.25 MILE NORTHEAST OF A WATER TANK IN THE NORTHEAST 1/4
 CP0296'OF SECTION 5, T 5N, R 1W.  THE 1968 LOCAL MEASUREMENTS CHECKED. THE
 CP0296'FOLLOWING ADDITIONAL MEASUREMENT WAS TAKEN.  IT IS 59 FEET SOUTHWEST
 CP0296'OF A FENCE CORNER.  NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO
 CP0296'MISSISSIPPI COLLEGE IN CLINTON GO EAST ON U.S. HIGHWAY FOR 0.2 MILE TO
 CP0296'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2 MILES
 CP0296'TO A CROSSROAD JUST BEYOND A RAILROAD TRACK.  TURN LEFT AND GO EAST ON
 CP0296'MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT STATION
 CP0296'ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO
 CP0296'A CROSSROAD.  TURN LEFT AND GO WEST AND NORTH ON A PAVED ROAD FOR 0.35
 CP0296'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON A
 CP0296'PAVED ROAD FOR 0.2 MILE TO A SHARP CURVE LEFT AND A GATE AND THE MARK
 CP0296'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0767 ***********************************************************************
 EH0767  DESIGNATION -  C 227
 EH0767  PID         -  EH0767
 EH0767  STATE/COUNTY-  MS/BOLIVAR
 EH0767  USGS QUAD   -  LACONIA (1982)
 EH0767
 EH0767                         *CURRENT SURVEY CONTROL
 EH0767  ___________________________________________________________________
 EH0767* NAD 83(1986)-  34 06 27.     (N)    090 53 18.     (W)     SCALED    
 EH0767* NAVD 88     -        49.342  (meters)     161.88   (feet)  ADJUSTED  
 EH0767  ___________________________________________________________________
 EH0767  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0767  DYNAMIC HT  -          49.293 (meters)     161.72  (feet)  COMP
 EH0767  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 EH0767
 EH0767  VERT ORDER  -  FIRST     CLASS II
 EH0767
 EH0767.The horizontal coordinates were scaled from a topographic map and have
 EH0767.an estimated accuracy of +/- 6 seconds.
 EH0767
 EH0767.The orthometric height was determined by differential leveling
 EH0767.and adjusted in June 1991.
 EH0767
 EH0767.The geoid height was determined by GEOID03.
 EH0767
 EH0767.The dynamic height is computed by dividing the NAVD 88
 EH0767.geopotential number by the normal gravity value computed on the
 EH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0767.degrees latitude (g = 980.6199 gals.).
 EH0767
 EH0767.The modeled gravity was interpolated from observed gravity values.
 EH0767
 EH0767;                    North         East    Units  Estimated Accuracy
 EH0767;SPC MS W     -   511,010.      648,790.      MT  (+/- 180 meters Scaled)
 EH0767
 EH0767                          SUPERSEDED SURVEY CONTROL
 EH0767
 EH0767  NGVD 29 (??/??/??)   49.397  (m)          162.06   (f) ADJUSTED    1 2
 EH0767
 EH0767.Superseded values are not recommended for survey control.
 EH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0767.See file dsdata.txt to determine how the superseded data were derived.
 EH0767
 EH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT947760(NAD 83)
 EH0767_MARKER: DB = BENCH MARK DISK
 EH0767_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0767+WITH SETTING: INTO GROUND
 EH0767_STAMPING: C 227 1976
 EH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0767+STABILITY: SURFACE MOTION
 EH0767
 EH0767  HISTORY     - Date     Condition        Report By
 EH0767  HISTORY     - 1976     MONUMENTED       NGS
 EH0767  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0767
 EH0767                          STATION DESCRIPTION
 EH0767
 EH0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0767'8.55 MI SW FROM RENA LARA.
 EH0767'4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST CHURCH AT
 EH0767'RENA LARA, THENCE 2.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD TO
 EH0767'THE LEVEE, THENCE 1.1 MILES SOUTHWEST ALONG THE LEVEE, THENCE 0.2 MILE
 EH0767'WEST ALONG A GRAVEL ROAD TO THE ENTRANCE TO THE PUSHMATAHA PLANTATION,
 EH0767'THENCE 0.7 MILE SOUTHWEST CROSSING A CATTLE GUARD ON A FIELD ROAD TO A
 EH0767'PECAN GROVE, 87 FEET EAST OF THE CENTER OF A CURVE IN A ROAD LEADING
 EH0767'SOUTHWEST AND NORTHWEST, 40 FEET NORTHEAST OF THE CENTER OF A METAL
 EH0767'GATE, AND 2 FEET NORTHEAST OF A FENCE ON THE NORTHWEST SIDE OF PECAN
 EH0767'GROVE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4
 EH0767'FEET ENCASED IN A PIPE PROJECTING +0 INCHES. ABOUT LEVEL WITH GROUND.
 EH0767'1 FOOT SOUTHWEST OF A WITNESS POST.
 EH0767
 EH0767                          STATION RECOVERY (1985)
 EH0767
 EH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0767'NOT RECOVERED, PROBABLY DESTROYED WHEN THE OLD GATE AND FENCE WERE
 EH0767'REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0970 ***********************************************************************
 BV0970  DESIGNATION -  C 23
 BV0970  PID         -  BV0970
 BV0970  STATE/COUNTY-  MS/COVINGTON
 BV0970  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0970
 BV0970                         *CURRENT SURVEY CONTROL
 BV0970  ___________________________________________________________________
 BV0970* NAD 83(1986)-  31 45 57.     (N)    089 39 36.     (W)     SCALED    
 BV0970* NAVD 88     -       100.88   (+/-2cm)     331.0    (feet)  VERTCON   
 BV0970  ___________________________________________________________________
 BV0970  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0970
 BV0970.The horizontal coordinates were scaled from a topographic map and have
 BV0970.an estimated accuracy of +/- 6 seconds.
 BV0970
 BV0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0970.The vertical order pertains to the NGVD 29 superseded value.
 BV0970
 BV0970.The geoid height was determined by GEOID03.
 BV0970
 BV0970;                    North         East    Units  Estimated Accuracy
 BV0970;SPC MS E     -   251,480.      221,690.      MT  (+/- 180 meters Scaled)
 BV0970
 BV0970                          SUPERSEDED SURVEY CONTROL
 BV0970
 BV0970  NGVD 29 (??/??/92)  100.883  (m)          330.98   (f) ADJ UNCH    2 0
 BV0970
 BV0970.Superseded values are not recommended for survey control.
 BV0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0970.See file dsdata.txt to determine how the superseded data were derived.
 BV0970
 BV0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA480175(NAD 83)
 BV0970_MARKER: DB = BENCH MARK DISK
 BV0970_SETTING: 0 = UNSPECIFIED SETTING
 BV0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0970
 BV0970  HISTORY     - Date     Condition        Report By
 BV0970  HISTORY     - UNK      MONUMENTED       CGS
 BV0970  HISTORY     - 1966     MARK NOT FOUND   MSHD
 BV0970
 BV0970                          STATION DESCRIPTION
 BV0970
 BV0970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0970'0.9 MI NW FROM MOUNT OLIVE.
 BV0970'LOCATED 0.9 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BV0970'MOUNT OLIVE.  IT IS 11 1/2 POLES NORTHWEST OF THE STATION, 85 FEET
 BV0970'NORTHWEST OF THE CENTER OF THE ROAD, 13 FEET SOUTHWEST OF THE CENTER
 BV0970'OF THE TRACK AND 3 FEET SOUTHWEST OF A POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0322 ***********************************************************************
 BH0322  DESIGNATION -  C 234
 BH0322  PID         -  BH0322
 BH0322  STATE/COUNTY-  MS/JACKSON
 BH0322  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0322
 BH0322                         *CURRENT SURVEY CONTROL
 BH0322  ___________________________________________________________________
 BH0322* NAD 83(1986)-  30 21 43.     (N)    088 32 56.     (W)     SCALED    
 BH0322* NAVD 88     -         4.138  (meters)      13.58   (feet)  ADJUSTED  
 BH0322  ___________________________________________________________________
 BH0322  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BH0322  DYNAMIC HT  -           4.132 (meters)      13.56  (feet)  COMP
 BH0322  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BH0322
 BH0322  VERT ORDER  -  FIRST     CLASS I
 BH0322
 BH0322.The horizontal coordinates were scaled from a topographic map and have
 BH0322.an estimated accuracy of +/- 6 seconds.
 BH0322
 BH0322.The orthometric height was determined by differential leveling
 BH0322.and adjusted in June 1991.
 BH0322
 BH0322.The geoid height was determined by GEOID03.
 BH0322
 BH0322.The dynamic height is computed by dividing the NAVD 88
 BH0322.geopotential number by the normal gravity value computed on the
 BH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0322.degrees latitude (g = 980.6199 gals.).
 BH0322
 BH0322.The modeled gravity was interpolated from observed gravity values.
 BH0322
 BH0322;                    North         East    Units  Estimated Accuracy
 BH0322;SPC MS E     -    95,580.      327,340.      MT  (+/- 180 meters Scaled)
 BH0322
 BH0322                          SUPERSEDED SURVEY CONTROL
 BH0322
 BH0322  NGVD 29 (??/??/??)    4.096  (m)           13.44   (f) ADJUSTED    1 1
 BH0322
 BH0322.Superseded values are not recommended for survey control.
 BH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0322.See file dsdata.txt to determine how the superseded data were derived.
 BH0322
 BH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU511599(NAD 83)
 BH0322_MARKER: DB = BENCH MARK DISK
 BH0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0322_SP_SET: BUILDING
 BH0322_STAMPING: C 234 1968
 BH0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0322
 BH0322  HISTORY     - Date     Condition        Report By
 BH0322  HISTORY     - 1968     MONUMENTED       CGS
 BH0322  HISTORY     - 20030503 GOOD             USPSQD
 BH0322  HISTORY     - 20080312 GOOD             MAPTEC
 BH0322
 BH0322                          STATION DESCRIPTION
 BH0322
 BH0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0322'IN PASCAGOULA.
 BH0322'AT PASCAGOULA, ABOUT 0.35 MILE SOUTH ALONG SOUTH MARKET STREET FROM
 BH0322'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE JUNCTION
 BH0322'OF SKIP AVENUE, 57 FEET WEST OF THE WEST CURB LINE OF SOUTH MARKET
 BH0322'STREET, SET VERTICALLY IN THE EAST CONCRETE FACE OF FOUNDATION FOR
 BH0322'PHYSICAL EDUCATION BUILDING OF PASCAGOULA PUBLIC SCHOOLS, 2.2 FEET
 BH0322'NORTH OF THE SOUTHEAST CORNER OF BUILDING AND 1/2 FOOT ABOVE THE LEVEL
 BH0322'OF THE GROUND.
 BH0322
 BH0322                          STATION RECOVERY (2003)
 BH0322
 BH0322'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0322'RECOVERED IN GOOD CONDITION.
 BH0322
 BH0322                          STATION RECOVERY (2008)
 BH0322
 BH0322'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 BH0322'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0218 ***********************************************************************
 BW0218  DESIGNATION -  C 235
 BW0218  PID         -  BW0218
 BW0218  STATE/COUNTY-  MS/PIKE
 BW0218  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0218
 BW0218                         *CURRENT SURVEY CONTROL
 BW0218  ___________________________________________________________________
 BW0218* NAD 83(1986)-  31 08 38.     (N)    090 27 34.     (W)     SCALED    
 BW0218* NAVD 88     -        97.899  (meters)     321.19   (feet)  ADJUSTED  
 BW0218  ___________________________________________________________________
 BW0218  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW0218  DYNAMIC HT  -          97.776 (meters)     320.79  (feet)  COMP
 BW0218  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 BW0218
 BW0218  VERT ORDER  -  FIRST     CLASS I
 BW0218
 BW0218.The horizontal coordinates were scaled from a topographic map and have
 BW0218.an estimated accuracy of +/- 6 seconds.
 BW0218
 BW0218.The orthometric height was determined by differential leveling
 BW0218.and adjusted in February 1994.
 BW0218
 BW0218.The geoid height was determined by GEOID03.
 BW0218
 BW0218.The dynamic height is computed by dividing the NAVD 88
 BW0218.geopotential number by the normal gravity value computed on the
 BW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0218.degrees latitude (g = 980.6199 gals.).
 BW0218
 BW0218.The modeled gravity was interpolated from observed gravity values.
 BW0218
 BW0218;                    North         East    Units  Estimated Accuracy
 BW0218;SPC MS W     -   182,240.      687,980.      MT  (+/- 180 meters Scaled)
 BW0218
 BW0218                          SUPERSEDED SURVEY CONTROL
 BW0218
 BW0218  NAVD 88 (06/15/91)   97.923  (m)          321.27   (f) UNKNOWN     1 1
 BW0218  NGVD 29 (??/??/??)   97.911  (m)          321.23   (f) ADJUSTED    1 1
 BW0218
 BW0218.Superseded values are not recommended for survey control.
 BW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0218.See file dsdata.txt to determine how the superseded data were derived.
 BW0218
 BW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ422483(NAD 83)
 BW0218_MARKER: DB = BENCH MARK DISK
 BW0218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW0218_SP_SET: FOUNDATION
 BW0218_STAMPING: C 325 1969
 BW0218_MARK LOGO: CGS   
 BW0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0218+STABILITY: SURFACE MOTION
 BW0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0218+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0218
 BW0218  HISTORY     - Date     Condition        Report By
 BW0218  HISTORY     - 1969     MONUMENTED       CGS
 BW0218  HISTORY     - 19920714 GOOD             NGS
 BW0218
 BW0218                          STATION DESCRIPTION
 BW0218
 BW0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0218'IN MAGNOLIA.
 BW0218'AT MAGNOLIA, AT THE COUNTY COURTHOUSE, AT THE INTERSECTION OF EAST BAY
 BW0218'STREET AND SOUTH CHERRY STREET, SET ON THE TOP OF THE NORTHEAST CORNER
 BW0218'OF THE CONCRETE BASE FOR THE FIRST COLUMN EAST OF THE NORTH ENTRANCE
 BW0218'TO THE COURTHOUSE, 173 FEET SOUTH OF THE SOUTH CURB OF EAST BAY
 BW0218'STREET, 112 FEET EAST OF THE EAST CURB OF SOUTH CHERRY STREET, 129.3
 BW0218'FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION MAGNOLIA DESCRIBED, 8
 BW0218'FEET EAST OF THE CENTER OF THE NORTH ENTRANCE TO COURTHOUSE, 1.5 FEET
 BW0218'ABOVE THE PORCH FLOOR AND 1.9 FEET NORTH OF THE NORTH SIDE OF THE
 BW0218'COURTHOUSE BUILDING.  NOTE-- THIS MARK COULD BE USED FOR A REFERENCE
 BW0218'MARK FOR TRIANGULATION STATION MAGNOLIA.
 BW0218
 BW0218                          STATION RECOVERY (1992)
 BW0218
 BW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0218'IN MAGNOLIA, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST
 BW0218'CORNER OF THE CONCRETE FOUNDATION FOR THE FIRST COLUMN EAST OF THE
 BW0218'NORTH ENTRANCE TO THE COUNTY COURTHOUSE AT 218 BAY STREET, 59.6 M
 BW0218'(195.5 FT) EAST OF THE CENTERLINE OF THE STREET, 2.5 M (8.2 FT) EAST
 BW0218'OF THE CENTER OF THE NORTH ENTRANCE, 0.6 M (2.0 FT) NORTH OF THE
 BW0218'NORTH FACE OF THE BUILDING, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 BW0218'ENTRANCE LANDING.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE
 BW0218'DISK WAS STAMPED C 235 1969, BUT IT IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0225 ***********************************************************************
 CP0225  DESIGNATION -  C 236
 CP0225  PID         -  CP0225
 CP0225  STATE/COUNTY-  MS/HINDS
 CP0225  USGS QUAD   -  TERRY (1971)
 CP0225
 CP0225                         *CURRENT SURVEY CONTROL
 CP0225  ___________________________________________________________________
 CP0225* NAD 83(1986)-  32 06 41.     (N)    090 16 40.     (W)     SCALED    
 CP0225* NAVD 88     -        85.665  (meters)     281.05   (feet)  ADJUSTED  
 CP0225  ___________________________________________________________________
 CP0225  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0225  DYNAMIC HT  -          85.564 (meters)     280.72  (feet)  COMP
 CP0225  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CP0225
 CP0225  VERT ORDER  -  FIRST     CLASS I
 CP0225
 CP0225.The horizontal coordinates were scaled from a topographic map and have
 CP0225.an estimated accuracy of +/- 6 seconds.
 CP0225
 CP0225.The orthometric height was determined by differential leveling
 CP0225.and adjusted in February 1994.
 CP0225
 CP0225.The geoid height was determined by GEOID03.
 CP0225
 CP0225.The dynamic height is computed by dividing the NAVD 88
 CP0225.geopotential number by the normal gravity value computed on the
 CP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0225.degrees latitude (g = 980.6199 gals.).
 CP0225
 CP0225.The modeled gravity was interpolated from observed gravity values.
 CP0225
 CP0225;                    North         East    Units  Estimated Accuracy
 CP0225;SPC MS W     -   289,500.      705,240.      MT  (+/- 180 meters Scaled)
 CP0225
 CP0225                          SUPERSEDED SURVEY CONTROL
 CP0225
 CP0225  NAVD 88 (06/15/91)   85.689  (m)          281.13   (f) UNKNOWN     1 1
 CP0225  NGVD 29 (??/??/??)   85.692  (m)          281.14   (f) ADJUSTED    1 1
 CP0225
 CP0225.Superseded values are not recommended for survey control.
 CP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0225.See file dsdata.txt to determine how the superseded data were derived.
 CP0225
 CP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR568560(NAD 83)
 CP0225_MARKER: DB = BENCH MARK DISK
 CP0225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP0225_SP_SET: HEADWALL
 CP0225_STAMPING: C 236 1969
 CP0225_MARK LOGO: CGS   
 CP0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0225+STABILITY: SURFACE MOTION
 CP0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0225+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 CP0225
 CP0225  HISTORY     - Date     Condition        Report By
 CP0225  HISTORY     - 1969     MONUMENTED       CGS
 CP0225  HISTORY     - 1977     GOOD             MSHD
 CP0225  HISTORY     - 19920720 GOOD             NGS
 CP0225
 CP0225                          STATION DESCRIPTION
 CP0225
 CP0225'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0225'1.5 MI NE FROM TERRY.
 CP0225'THE MARK IS LOCATED 1.5 MILES NORTHEAST OF TERRY IN A CULVERT UNDER
 CP0225'THE I.C.G. RAILROAD TRACK IN THE SOUTHWEST 1/4 OF SECTION 11, T 3N, R
 CP0225'1W.  IT IS 12 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 CP0225'TRACK SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE NORTHWEST
 CP0225'CONCRETE HEADWALL OF A 6 FOOT ARCHED CULVERT AND IS ABOUT 3 1/2 FEET
 CP0225'BELOW THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE U.S. POST
 CP0225'OFFICE IN TERRY GO SOUTHEAST ON CUNNINGHAM AVENUE FOR 0.1 MILE TO THE
 CP0225'INTERSECTION OF UTICA STREET.  TURN LEFT AND GO NORTHEAST ON UTICA
 CP0225'STREET FOR 1.25 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 CP0225'JONES LOOP FOR 0.1 MILE TO THE RAILROAD CROSSING.  THENCE NORTHEAST
 CP0225'ALONG THE RAILROAD TRACK FOR ABOUT 0.3 MILE TO THE MARK ON THE LEFT.
 CP0225
 CP0225                          STATION RECOVERY (1992)
 CP0225
 CP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0225'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0225'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP0225'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP0225'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, THENCE 3.6 KM
 CP0225'(2.25 MI) SOUTHERLY ALONG OLD BYRAM ROAD, THENCE 0.1 KM (0.05 MI)
 CP0225'EASTERLY ALONG SIWELL ROAD, THENCE 8.4 KM (5.20 MI) SOUTHERLY ALONG
 CP0225'THE ILLINOIS CENTRAL RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF
 CP0225'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 0.6 KM
 CP0225'(0.35 MI) SOUTH OF MILEPOST 743, 9.0 M (29.5 FT) NORTHWEST OF THE
 CP0225'NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0996 ***********************************************************************
 CP0996  DESIGNATION -  C 237
 CP0996  PID         -  CP0996
 CP0996  STATE/COUNTY-  MS/SHARKEY
 CP0996  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0996
 CP0996                         *CURRENT SURVEY CONTROL
 CP0996  ___________________________________________________________________
 CP0996* NAD 83(1986)-  32 54 29.     (N)    090 52 35.     (W)     SCALED    
 CP0996* NAVD 88     -        32.537  (meters)     106.75   (feet)  ADJUSTED  
 CP0996  ___________________________________________________________________
 CP0996  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0996  DYNAMIC HT  -          32.501 (meters)     106.63  (feet)  COMP
 CP0996  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CP0996
 CP0996  VERT ORDER  -  FIRST     CLASS I
 CP0996
 CP0996.The horizontal coordinates were scaled from a topographic map and have
 CP0996.an estimated accuracy of +/- 6 seconds.
 CP0996
 CP0996.The orthometric height was determined by differential leveling
 CP0996.and adjusted in June 1991.
 CP0996
 CP0996.The geoid height was determined by GEOID03.
 CP0996
 CP0996.The dynamic height is computed by dividing the NAVD 88
 CP0996.geopotential number by the normal gravity value computed on the
 CP0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0996.degrees latitude (g = 980.6199 gals.).
 CP0996
 CP0996.The modeled gravity was interpolated from observed gravity values.
 CP0996
 CP0996;                    North         East    Units  Estimated Accuracy
 CP0996;SPC MS W     -   377,970.      649,200.      MT  (+/- 180 meters Scaled)
 CP0996
 CP0996                          SUPERSEDED SURVEY CONTROL
 CP0996
 CP0996  NGVD 29 (??/??/92)   32.590  (m)          106.92   (f) ADJ UNCH    1 1
 CP0996
 CP0996.Superseded values are not recommended for survey control.
 CP0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0996.See file dsdata.txt to determine how the superseded data were derived.
 CP0996
 CP0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS986430(NAD 83)
 CP0996_MARKER: DB = BENCH MARK DISK
 CP0996_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0996_SP_SET: 140 1/2 FT
 CP0996_STAMPING: C 237 1973
 CP0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0996
 CP0996  HISTORY     - Date     Condition        Report By
 CP0996  HISTORY     - 1973     MONUMENTED       NGS
 CP0996  HISTORY     - 1974     GOOD             NGS
 CP0996  HISTORY     - 19920129 MARK NOT FOUND   NGS
 CP0996
 CP0996                          STATION DESCRIPTION
 CP0996
 CP0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP0996'IN ROLLING FORK.
 CP0996'AT ROLLING FORK, 122 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 CP0996'THE COURTHOUSE, 106 FEET NORTH OF THE CENTER LINE OF EAST CHINA
 CP0996'STREET, 35 FEET EAST OF THE CENTER LINE OF LOCUST STREET, 95.7 FEET
 CP0996'SOUTH OF THE SOUTH EDGE OF A BRICK WALK LEADING TO WEST ENTRANCE, 3.8
 CP0996'FEET EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK, 4.5 FEET NORTH OF
 CP0996'THE NORTH EDGE OF A CONCRETE CURBING OF AN ASPHALT PARKING AREA, ABOUT
 CP0996'1 FOOT ABOVE LEVEL OF THE STREET, SET ON THE TOP OF A COPPER COATED
 CP0996'STEEL ROD 2-INCHES BELOW LEVEL OF THE GROUND AND PROTECTED IN A 4-INCH
 CP0996'IRON PIPE FLUSH WITH THE GROUND.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 CP0996'OF 140 1/2 FEET.  SECTION 1, T 12N, R 7W.
 CP0996
 CP0996                          STATION RECOVERY (1992)
 CP0996
 CP0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0996'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0091 ***********************************************************************
 EH0091  DESIGNATION -  C 238
 EH0091  PID         -  EH0091
 EH0091  STATE/COUNTY-  MS/TUNICA
 EH0091  USGS QUAD   -  TUNICA (1981)
 EH0091
 EH0091                         *CURRENT SURVEY CONTROL
 EH0091  ___________________________________________________________________
 EH0091* NAD 83(1986)-  34 42 17.     (N)    090 22 32.     (W)     SCALED    
 EH0091* NAVD 88     -        58.060  (meters)     190.49   (feet)  ADJUSTED  
 EH0091  ___________________________________________________________________
 EH0091  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH0091  DYNAMIC HT  -          58.005 (meters)     190.30  (feet)  COMP
 EH0091  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 EH0091
 EH0091  VERT ORDER  -  FIRST     CLASS I
 EH0091
 EH0091.The horizontal coordinates were scaled from a topographic map and have
 EH0091.an estimated accuracy of +/- 6 seconds.
 EH0091
 EH0091.The orthometric height was determined by differential leveling
 EH0091.and adjusted in June 1991.
 EH0091
 EH0091.The geoid height was determined by GEOID03.
 EH0091
 EH0091.The dynamic height is computed by dividing the NAVD 88
 EH0091.geopotential number by the normal gravity value computed on the
 EH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0091.degrees latitude (g = 980.6199 gals.).
 EH0091
 EH0091.The modeled gravity was interpolated from observed gravity values.
 EH0091
 EH0091;                    North         East    Units  Estimated Accuracy
 EH0091;SPC MS W     -   577,120.      696,130.      MT  (+/- 180 meters Scaled)
 EH0091
 EH0091                          SUPERSEDED SURVEY CONTROL
 EH0091
 EH0091  NGVD 29 (??/??/??)   58.087  (m)          190.57   (f) ADJUSTED    1 1
 EH0091
 EH0091.Superseded values are not recommended for survey control.
 EH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0091.See file dsdata.txt to determine how the superseded data were derived.
 EH0091
 EH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU403434(NAD 83)
 EH0091_MARKER: DV = VERTICAL CONTROL DISK
 EH0091_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0091+WITH SETTING: INTO GROUND
 EH0091_SP_SET: METAL ROD WITH BASE PLATE
 EH0091_STAMPING: C 238 1974
 EH0091_MARK LOGO: NGS   
 EH0091_PROJECTION: RECESSED 5 CENTIMETERS
 EH0091_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0091+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1991
 EH0091_ROD/PIPE-DEPTH: 1.2  meters
 EH0091
 EH0091  HISTORY     - Date     Condition        Report By
 EH0091  HISTORY     - 1974     MONUMENTED       NGS
 EH0091  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0091  HISTORY     - 19911113 GOOD             NGS
 EH0091  HISTORY     - 20030603 MARK NOT FOUND   USACE
 EH0091
 EH0091                          STATION DESCRIPTION
 EH0091
 EH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0091'1.05 MI N FROM TUNICA.
 EH0091'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JHUNCTION WITH
 EH0091'STATE HIGHWAY 4 LEADING WEST AT TUNICA, ABOUT 0.15 MILE SOUTH OF A
 EH0091'CURVE IN HIGHWAY TO THE NORTHEAST, 53.8 FEET WEST OF THE CENTER LINE
 EH0091'OF THE HIGHWAY, 168.4 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE
 EH0091'CANNISTER PED. 19 US 61N, 22.5 FEET NORTH OF THE CENTER LINE OF A
 EH0091'GRAVEL DRIVE LEADING WEST, TO A CAR SALVAGE YARD, 5.8 FEET WEST OF A
 EH0091'POWER POLE BEARING A STREET LIGHT AND TRANSFORMER, 2 FEET EAST OF A
 EH0091'FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF
 EH0091'THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 EH0091'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW LEVEL OF THE
 EH0091'GROUND AND PROTECTED BY A 4-INCH WHITE PLASTIC PIPE FLUSH WITH THE
 EH0091'GROUND.  SECTION 28, T 4S, R 11W.
 EH0091
 EH0091                          STATION RECOVERY (1983)
 EH0091
 EH0091'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0091'MARK NOT FOUND.
 EH0091
 EH0091                          STATION RECOVERY (1991)
 EH0091
 EH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0091'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0091'STATE HIGHWAY 4 IN TUNICA, 55.7 M (182.7 FT) NORTH OF THE SOUTHEAST
 EH0091'CORNER OF A CHAIN-LINK FENCE, 43.2 M (141.7 FT) SOUTH OF THE
 EH0091'NORTHEAST CORNER OF A CHAIN-LINK FENCE, 16.0 M (52.5 FT) WEST OF THE
 EH0091'HIGHWAY CENTERLINE, 6.0 M (19.7 FT) NORTH OF THE CENTER OF THE NORTH
 EH0091'DRIVEWAY LEADING TO AN AUTO SALVAGE YARD (ABANDONED), 1.3 M (4.3 FT)
 EH0091'WEST OF A UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE
 EH0091'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 EH0091'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.05 M
 EH0091'(0.16 FT) BELOW THE GROUND SURFACE.
 EH0091
 EH0091                          STATION RECOVERY (2003)
 EH0091
 EH0091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1298 ***********************************************************************
 DK1298  DESIGNATION -  C 239
 DK1298  PID         -  DK1298
 DK1298  STATE/COUNTY-  MS/WASHINGTON
 DK1298  USGS QUAD   -  GREENVILLE (1970)
 DK1298
 DK1298                         *CURRENT SURVEY CONTROL
 DK1298  ___________________________________________________________________
 DK1298* NAD 83(1986)-  33 24 26.     (N)    091 03 27.     (W)     SCALED    
 DK1298* NAVD 88     -        38.579  (meters)     126.57   (feet)  ADJUSTED  
 DK1298  ___________________________________________________________________
 DK1298  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1298  DYNAMIC HT  -          38.538 (meters)     126.44  (feet)  COMP
 DK1298  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 DK1298
 DK1298  VERT ORDER  -  FIRST     CLASS I
 DK1298
 DK1298.The horizontal coordinates were scaled from a topographic map and have
 DK1298.an estimated accuracy of +/- 6 seconds.
 DK1298
 DK1298.The orthometric height was determined by differential leveling
 DK1298.and adjusted in June 1991.
 DK1298
 DK1298.The geoid height was determined by GEOID03.
 DK1298
 DK1298.The dynamic height is computed by dividing the NAVD 88
 DK1298.geopotential number by the normal gravity value computed on the
 DK1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1298.degrees latitude (g = 980.6199 gals.).
 DK1298
 DK1298.The modeled gravity was interpolated from observed gravity values.
 DK1298
 DK1298;                    North         East    Units  Estimated Accuracy
 DK1298;SPC MS W     -   433,440.      632,640.      MT  (+/- 180 meters Scaled)
 DK1298
 DK1298                          SUPERSEDED SURVEY CONTROL
 DK1298
 DK1298  NGVD 29 (??/??/??)   38.626  (m)          126.73   (f) ADJUSTED    1 1
 DK1298
 DK1298.Superseded values are not recommended for survey control.
 DK1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1298.See file dsdata.txt to determine how the superseded data were derived.
 DK1298
 DK1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS806981(NAD 83)
 DK1298_MARKER: DB = BENCH MARK DISK
 DK1298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1298_SP_SET: 91.4 FEET
 DK1298_STAMPING: C 239 1973
 DK1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1298
 DK1298  HISTORY     - Date     Condition        Report By
 DK1298  HISTORY     - 1973     MONUMENTED       NGS
 DK1298  HISTORY     - 1974     GOOD             NGS
 DK1298  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK1298  HISTORY     - 20040424 MARK NOT FOUND   MSSU
 DK1298
 DK1298                          STATION DESCRIPTION
 DK1298
 DK1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1298'IN GREENVILLE.
 DK1298'AT GREENVILLE, AT THE NORTH CORNER OF A STEEL WATER TANK BETWEEN SOUTH
 DK1298'THEOBALD AND SOUTH DELESSEPS, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 DK1298'MAIN STREET, 7 FEET SOUTHEAST OF THE NORTH CORNER POST OF THE CHAIN
 DK1298'LINK FENCE AROUND THE WATER TANK, 1 FOOT NORTHEAST OF THE FENCE, 0.6
 DK1298'FOOT NORTHWEST OF A METAL WITNESS POST, AND ON TOP OF A COPPER COATED
 DK1298'STEEL ROD, 0.3 FOOT BELOW LEVEL OF THE GROUND, AND PROTECTED IN A
 DK1298'4-INCH STEEL PIPE 0.1 FOOT BELOW LEVEL OF THE GROUND. THE ROD WAS
 DK1298'DRIVEN TO REFUSAL AT A DEPTH OF 91.4 FEET.  SECTION 4, T 18N, R 8W.
 DK1298
 DK1298                          STATION RECOVERY (1992)
 DK1298
 DK1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1298'THE WATER TANK AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 DK1298'DESTROYED.
 DK1298
 DK1298                          STATION RECOVERY (2004)
 DK1298
 DK1298'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (MJS)
 DK1298'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0523 ***********************************************************************
 CP0523  DESIGNATION -  C 24
 CP0523  PID         -  CP0523
 CP0523  STATE/COUNTY-  MS/RANKIN
 CP0523  USGS QUAD   -  FLORENCE (1980)
 CP0523
 CP0523                         *CURRENT SURVEY CONTROL
 CP0523  ___________________________________________________________________
 CP0523* NAD 83(1986)-  32 12 15.     (N)    090 08 48.     (W)     SCALED    
 CP0523* NAVD 88     -       101.319  (meters)     332.41   (feet)  ADJUSTED  
 CP0523  ___________________________________________________________________
 CP0523  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP0523  DYNAMIC HT  -         101.201 (meters)     332.02  (feet)  COMP
 CP0523  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CP0523
 CP0523  VERT ORDER  -  SECOND    CLASS 0
 CP0523
 CP0523.The horizontal coordinates were scaled from a topographic map and have
 CP0523.an estimated accuracy of +/- 6 seconds.
 CP0523
 CP0523.The orthometric height was determined by differential leveling
 CP0523.and adjusted in May 1996.
 CP0523
 CP0523.The geoid height was determined by GEOID03.
 CP0523
 CP0523.The dynamic height is computed by dividing the NAVD 88
 CP0523.geopotential number by the normal gravity value computed on the
 CP0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0523.degrees latitude (g = 980.6199 gals.).
 CP0523
 CP0523.The modeled gravity was interpolated from observed gravity values.
 CP0523
 CP0523;                    North         East    Units  Estimated Accuracy
 CP0523;SPC MS W     -   299,800.      717,600.      MT  (+/- 180 meters Scaled)
 CP0523
 CP0523                          SUPERSEDED SURVEY CONTROL
 CP0523
 CP0523  NGVD 29 (??/??/92)  101.381  (m)          332.61   (f) ADJ UNCH    2 0
 CP0523
 CP0523.Superseded values are not recommended for survey control.
 CP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0523.See file dsdata.txt to determine how the superseded data were derived.
 CP0523
 CP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR689666(NAD 83)
 CP0523_MARKER: DB = BENCH MARK DISK
 CP0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0523_SP_SET: CONCRETE POST
 CP0523_STAMPING: C 24 1935
 CP0523_MARK LOGO: CGS   
 CP0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0523+STABILITY: SURFACE MOTION
 CP0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0523+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 CP0523
 CP0523  HISTORY     - Date     Condition        Report By
 CP0523  HISTORY     - 1935     MONUMENTED       CGS
 CP0523  HISTORY     - 1977     GOOD             MSHD
 CP0523  HISTORY     - 19910814 GOOD             MSHD
 CP0523  HISTORY     - 20010825 GOOD             CRAFT
 CP0523  HISTORY     - 20030311 GOOD             INDIV
 CP0523
 CP0523                          STATION DESCRIPTION
 CP0523
 CP0523'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0523'2.2 MI SE FROM RICHLAND.
 CP0523'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF THE CENTER OF RICHLAND ON
 CP0523'THE WEST RIGHT OF WAY OF U.S. HIGHWAY 49, 0.7 MILE SOUTH OF THE
 CP0523'RICHLAND SCHOOL, 3.5 MILES NORTHWEST OF FLORENCE IN THE NORTHEAST 1/4
 CP0523'OF SECTION 12, T 4N, R 1E.  IT IS 177 FEET WEST-NORTHWEST ACROSS BOTH
 CP0523'LANES OF U.S. HIGHWAY 49 FROM UTILITY POLE NO. 128, 72 FEET NORTH OF A
 CP0523'TELEPHONE CABLE POLE, 57.5 FEET WEST OF THE CENTER OF THE SOUTHBOUND
 CP0523'LANE OF HIGHWAY 49, 34 FEET EAST OF THE EAST RAIL OF THE I.C.R.R.
 CP0523'TRACK, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0523'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE
 CP0523'GROUND.  NOTE-- TO REACH FROM THE FIRST MISSISSIPPI NATIONAL BANK IN
 CP0523'RICHLAND GO SOUTH ON U.S. HIGHWAY 49 FOR 2.15 MILES TO A SIDE ROAD
 CP0523'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 49 FOR 0.25 MILE TO THE MARK ON
 CP0523'THE RIGHT.
 CP0523
 CP0523                          STATION RECOVERY (1991)
 CP0523
 CP0523'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0523'MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF RICHLAND, ON THE
 CP0523'NORTHEAST R.O.W. OF THE I.C.G. RAILROAD TRCK, 3.5 MI (5.6 KM)
 CP0523'NORTHWEST OF FLORENCE, 0.7 MI (1.1 KM) SOUTH OF THE RICHLAND SCHOOL
 CP0523'AND IS IN SECTION 12, T 4N, R 1E.  TO REACH FROM THE JUNCTION OF U.S.
 CP0523'HIGHWAY 49 AND U.S. HIGHWAY 80, ABOUT 1.5 MI (2.4 KM) WEST OF PEARL,
 CP0523'GO SOUTH ON U.S. HIGHWAY 49 FOR 2.9 MI (4.7 KM) +TO THE JUNCTION OF
 CP0523'OLD HIGHWAY 49, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 2.2 MI (3.5 KM)
 CP0523'TO A SIDE ROAD LEFT, CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 0.25 MI
 CP0523'(0.40 KM) TO THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN
 CP0523'THE TOP OF A SQUARE CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY,
 CP0523'FLUSH WITH THE GROUND, 177FT WEST NORTHWEST OF UTILITY POLE NO 128,
 CP0523'72 FT (21.9 M) NORTH OF A TELEPHONE CABLE POLE, 57.5 FT (17.5 M)
 CP0523'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 34 FT
 CP0523'(10.4 M) NORTHEAST OF THE NORTHEAST RAIL AND 1 FT (0.3 M) SOUTH OF A
 CP0523'METAL WITNESS POST.
 CP0523
 CP0523                          STATION RECOVERY (2001)
 CP0523
 CP0523'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2001 (CHC)
 CP0523'RECOVERED IN GOOD CONDITION.
 CP0523
 CP0523                          STATION RECOVERY (2003)
 CP0523
 CP0523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ECR)
 CP0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1267 ***********************************************************************
 DK1267  DESIGNATION -  C 240
 DK1267  PID         -  DK1267
 DK1267  STATE/COUNTY-  MS/WASHINGTON
 DK1267  USGS QUAD   -  GLEN ALLAN (1970)
 DK1267
 DK1267                         *CURRENT SURVEY CONTROL
 DK1267  ___________________________________________________________________
 DK1267* NAD 83(1986)-  33 05 29.     (N)    091 01 59.     (W)     SCALED    
 DK1267* NAVD 88     -        35.504  (meters)     116.48   (feet)  ADJUSTED  
 DK1267  ___________________________________________________________________
 DK1267  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1267  DYNAMIC HT  -          35.466 (meters)     116.36  (feet)  COMP
 DK1267  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DK1267
 DK1267  VERT ORDER  -  FIRST     CLASS I
 DK1267
 DK1267.The horizontal coordinates were scaled from a topographic map and have
 DK1267.an estimated accuracy of +/- 6 seconds.
 DK1267
 DK1267.The orthometric height was determined by differential leveling
 DK1267.and adjusted in June 1991.
 DK1267
 DK1267.The geoid height was determined by GEOID03.
 DK1267
 DK1267.The dynamic height is computed by dividing the NAVD 88
 DK1267.geopotential number by the normal gravity value computed on the
 DK1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1267.degrees latitude (g = 980.6199 gals.).
 DK1267
 DK1267.The modeled gravity was interpolated from observed gravity values.
 DK1267
 DK1267;                    North         East    Units  Estimated Accuracy
 DK1267;SPC MS W     -   398,390.      634,680.      MT  (+/- 180 meters Scaled)
 DK1267
 DK1267                          SUPERSEDED SURVEY CONTROL
 DK1267
 DK1267  NGVD 29 (??/??/??)   35.541  (m)          116.60   (f) ADJUSTED    1 1
 DK1267
 DK1267.Superseded values are not recommended for survey control.
 DK1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1267.See file dsdata.txt to determine how the superseded data were derived.
 DK1267
 DK1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS835631(NAD 83)
 DK1267_MARKER: DV = VERTICAL CONTROL DISK
 DK1267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1267_SP_SET: COPPER-CLAD STEEL ROD
 DK1267_STAMPING: C 240 1973
 DK1267_MARK LOGO: NGS   
 DK1267_PROJECTION: FLUSH
 DK1267_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1267+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 DK1267_ROD/PIPE-DEPTH: 14.6 meters
 DK1267
 DK1267  HISTORY     - Date     Condition        Report By
 DK1267  HISTORY     - 1973     MONUMENTED       NGS
 DK1267  HISTORY     - 1974     GOOD             NGS
 DK1267  HISTORY     - 19920129 GOOD             NGS
 DK1267
 DK1267                          STATION DESCRIPTION
 DK1267
 DK1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1267'10.35 MI SE FROM AVON.
 DK1267'ABOUT 10.35 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE AVON
 DK1267'METHODIST CHURCH AT AVON, AT THE SMALL COMMUNITY OF FOOTE, 240 FEET
 DK1267'WEST OF THE CENTER LINE AT THE INTERSECTION OF THE PAVED ROAD, 23.1
 DK1267'FEET NORTH OF THE CENTER LINE OF THE ROAD, 18.3 FEET EAST OF THE
 DK1267'SOUTHWEST CORNER POST OF A WHITE WOODEN FENCE AROUND THE HOME OF L.B.
 DK1267'PETERSON, 30.2 FEET WEST OF THE CENTER LINE OF THE DRIVE TO THE HOME,
 DK1267'0.4 FOOT SOUTH OF THE FENCE, 0.3 FOOT SOUTH OF A METAL WITNESS POST,
 DK1267'ABOUT LEVEL WITH THE ROAD, AND SET ON TOP OF A COPPER COATED STEEL ROD
 DK1267'1 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH STEEL PIPE
 DK1267'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 DK1267'SECTION 1, T 14N, R 8W.
 DK1267
 DK1267                          STATION RECOVERY (1992)
 DK1267
 DK1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1267'8.8 KM (5.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 DK1267'U.S. HIGHWAY 61 IN ROLLING FORK, THENCE 22.3 KM (13.85 MI) NORTHERLY
 DK1267'ALONG STATE HIGHWAY 1, 73.2 M (240.2 FT) WEST OF THE HIGHWAY
 DK1267'CENTERLINE, 9.2 M (30.2 FT) WEST OF THE CENTER OF A DRIVEWAY, 7.1 M
 DK1267'(23.3 FT) NORTH OF AND LEVEL WITH THE CENTER OF SUSIE B LAW ROAD, 5.9
 DK1267'M (19.4 FT) EAST OF A FENCE CORNER, AND 0.1 M (0.3 FT) SOUTH OF A
 DK1267'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 DK1267'IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8566 ***********************************************************************
 DJ8566  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8566  DESIGNATION -  C 240X
 DJ8566  PID         -  DJ8566
 DJ8566  STATE/COUNTY-  MS/WASHINGTON
 DJ8566  USGS QUAD   -  GLEN ALLAN (1970)
 DJ8566
 DJ8566                         *CURRENT SURVEY CONTROL
 DJ8566  ___________________________________________________________________
 DJ8566* NAD 83(2007)-  33 05 29.13631(N)    091 01 59.24347(W)     ADJUSTED  
 DJ8566* NAVD 88     -        35.52   (meters)     116.5    (feet)  GPS OBS   
 DJ8566  ___________________________________________________________________
 DJ8566  EPOCH DATE  -        2002.00
 DJ8566  X           -     -96,443.896 (meters)                     COMP
 DJ8566  Y           -  -5,348,083.760 (meters)                     COMP
 DJ8566  Z           -   3,462,463.170 (meters)                     COMP
 DJ8566  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DJ8566  ELLIP HEIGHT-           9.274 (meters)          (02/15/08) ADJUSTED
 DJ8566  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DJ8566  HORZ ORDER  -  FIRST
 DJ8566  ELLP ORDER  -  FOURTH    CLASS II
 DJ8566
 DJ8566.The horizontal coordinates were established by GPS observations
 DJ8566.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8566
 DJ8566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8566.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8566.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8566.The epoch date for horizontal control is a decimal equivalence
 DJ8566.of Year/Month/Day.
 DJ8566
 DJ8566.The orthometric height was determined by GPS observations and a
 DJ8566.high-resolution geoid model.
 DJ8566.The orthometric height was determined by GPS observations and a
 DJ8566.high-resolution geoid model using precise GPS observation and
 DJ8566.processing techniques.
 DJ8566
 DJ8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8566
 DJ8566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8566
 DJ8566.The ellipsoidal height was determined by GPS observations
 DJ8566.and is referenced to NAD 83.
 DJ8566
 DJ8566.The geoid height was determined by GEOID03.
 DJ8566
 DJ8566;                    North         East     Units Scale Factor Converg.
 DJ8566;SPC MS W     -   398,396.386   634,672.526   MT  1.00000260   -0 22 55.5
 DJ8566;SPC MS W     - 1,307,072.14  2,082,254.78   sFT  1.00000260   -0 22 55.5
 DJ8566;UTM  15      - 3,663,143.220   683,562.376   MT  1.00001547   +1 04 27.0
 DJ8566
 DJ8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8566!SPC MS W     -   0.99999854  x   1.00000260  =   1.00000114
 DJ8566!UTM  15      -   0.99999854  x   1.00001547  =   1.00001401
 DJ8566
 DJ8566                          SUPERSEDED SURVEY CONTROL
 DJ8566
 DJ8566.No superseded survey control is available for this station.
 DJ8566
 DJ8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8356263143(NAD 83)
 DJ8566_MARKER: I = METAL ROD
 DJ8566_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8566+WITH SETTING: INFORMATION.
 DJ8566_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8566_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8566+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 DJ8566_ROD/PIPE-DEPTH:  0.6 meters
 DJ8566
 DJ8566  HISTORY     - Date     Condition        Report By
 DJ8566  HISTORY     - 20061219 MONUMENTED       EMCINC
 DJ8566
 DJ8566                          STATION DESCRIPTION
 DJ8566
 DJ8566'DESCRIBED BY EMC INCORPORATED 2006
 DJ8566'MARK IS ABOUT 10.35 MI (16.7 KM) SOUTHEAST ALONG STATE HIGHWAY 1 FROM
 DJ8566'THE AVON METHODIST CHURCH AT AVON, AT THE SMALL COMMUNITY OF FOOTE,
 DJ8566'SET WEST OF STATE HIGHWAY 1 AND SOUTH OF YAZOO REFUGE ROAD.SET 1/2 IN
 DJ8566'IRON ROD, 18 IN LONG, 4 IN BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1016 ***********************************************************************
 DK1016  DESIGNATION -  C 241
 DK1016  PID         -  DK1016
 DK1016  STATE/COUNTY-  MS/BOLIVAR
 DK1016  USGS QUAD   -  BENOIT (1972)
 DK1016
 DK1016                         *CURRENT SURVEY CONTROL
 DK1016  ___________________________________________________________________
 DK1016* NAD 83(1986)-  33 37 46.     (N)    091 02 00.     (W)     SCALED    
 DK1016* NAVD 88     -        41.461  (meters)     136.03   (feet)  ADJUSTED  
 DK1016  ___________________________________________________________________
 DK1016  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1016  DYNAMIC HT  -          41.417 (meters)     135.88  (feet)  COMP
 DK1016  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 DK1016
 DK1016  VERT ORDER  -  FIRST     CLASS I
 DK1016
 DK1016.The horizontal coordinates were scaled from a topographic map and have
 DK1016.an estimated accuracy of +/- 6 seconds.
 DK1016
 DK1016.The orthometric height was determined by differential leveling
 DK1016.and adjusted in July 1994.
 DK1016
 DK1016.The geoid height was determined by GEOID03.
 DK1016
 DK1016.The dynamic height is computed by dividing the NAVD 88
 DK1016.geopotential number by the normal gravity value computed on the
 DK1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1016.degrees latitude (g = 980.6199 gals.).
 DK1016
 DK1016.The modeled gravity was interpolated from observed gravity values.
 DK1016
 DK1016;                    North         East    Units  Estimated Accuracy
 DK1016;SPC MS W     -   458,070.      635,050.      MT  (+/- 180 meters Scaled)
 DK1016
 DK1016                          SUPERSEDED SURVEY CONTROL
 DK1016
 DK1016  NAVD 88 (06/15/91)   41.477  (m)          136.08   (f) UNKNOWN     1 1
 DK1016  NGVD 29 (??/??/??)   41.546  (m)          136.31   (f) ADJUSTED    1 1
 DK1016
 DK1016.Superseded values are not recommended for survey control.
 DK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1016.See file dsdata.txt to determine how the superseded data were derived.
 DK1016
 DK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT824228(NAD 83)
 DK1016_MARKER: DV = VERTICAL CONTROL DISK
 DK1016_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1016+WITH SETTING: INTO GROUND
 DK1016_SP_SET: METAL ROD WITH BASE PLATE
 DK1016_STAMPING: C 241 1974
 DK1016_MARK LOGO: NGS   
 DK1016_PROJECTION: FLUSH
 DK1016_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1016+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1016_ROD/PIPE-DEPTH: 1.2  meters
 DK1016
 DK1016  HISTORY     - Date     Condition        Report By
 DK1016  HISTORY     - 1974     MONUMENTED       NGS
 DK1016  HISTORY     - 19920123 GOOD             NGS
 DK1016
 DK1016                          STATION DESCRIPTION
 DK1016
 DK1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1016'2 MI SW FROM BENOIT.
 DK1016'ABOUT 2 MILES SOUTHWEST ALONG STATE HIGHWAY
 DK1016'1 FROM THE JUNCTION OF STATE HIGHWAY 448 IN BENOIT, ON THE OUTSIDE OF
 DK1016'A CURVE IN THE HIGHWAY, ABOUT 80 FEET NORTHWEST OF THE NORTHWEST RAIL
 DK1016'OF THE ILLINOIS CENTRAL RAILROAD, 44 FEET SOUTHEAST OF THE CENTER LINE
 DK1016'OF THE HIGHWAY, 6.6 FEET SOUTH-SOUTHEAST OF A POWER POLE, 0.8 FOOT
 DK1016'SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY,
 DK1016'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 DK1016'A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND AND PROTECTED
 DK1016'BY A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT.  SECTION 17, T 21N, R
 DK1016'8W.
 DK1016
 DK1016                          STATION RECOVERY (1992)
 DK1016
 DK1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1016'27.9 KM (17.35 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1016'OF STATE HIGHWAY 8 IN ROSEDALE, 26.0 M (85.3 FT) SOUTHEAST OF THE
 DK1016'HIGHWAY CENTERLINE, 24.1 M (79.1 FT) NORTHWEST OF THE NEAR RAIL OF A
 DK1016'RAILROAD (ABANDONED), 1.7 M (5.6 FT) SOUTHEAST OF A UTILITY POLE WITH
 DK1016'2 GUY CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2
 DK1016'M (0.7 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 DK1016'A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0568 ***********************************************************************
 DK0568  DESIGNATION -  C 242
 DK0568  PID         -  DK0568
 DK0568  STATE/COUNTY-  MS/BOLIVAR
 DK0568  USGS QUAD   -  GUNNISON (1969)
 DK0568
 DK0568                         *CURRENT SURVEY CONTROL
 DK0568  ___________________________________________________________________
 DK0568* NAD 83(1986)-  33 54 29.     (N)    090 58 53.     (W)     SCALED    
 DK0568* NAVD 88     -        45.059  (meters)     147.83   (feet)  ADJUSTED  
 DK0568  ___________________________________________________________________
 DK0568  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0568  DYNAMIC HT  -          45.014 (meters)     147.68  (feet)  COMP
 DK0568  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 DK0568
 DK0568  VERT ORDER  -  FIRST     CLASS I
 DK0568
 DK0568.The horizontal coordinates were scaled from a topographic map and have
 DK0568.an estimated accuracy of +/- 6 seconds.
 DK0568
 DK0568.The orthometric height was determined by differential leveling
 DK0568.and adjusted in June 1991.
 DK0568
 DK0568.The geoid height was determined by GEOID03.
 DK0568
 DK0568.The dynamic height is computed by dividing the NAVD 88
 DK0568.geopotential number by the normal gravity value computed on the
 DK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0568.degrees latitude (g = 980.6199 gals.).
 DK0568
 DK0568.The modeled gravity was interpolated from observed gravity values.
 DK0568
 DK0568;                    North         East    Units  Estimated Accuracy
 DK0568;SPC MS W     -   488,940.      640,070.      MT  (+/- 180 meters Scaled)
 DK0568
 DK0568                          SUPERSEDED SURVEY CONTROL
 DK0568
 DK0568  NGVD 29 (??/??/??)   45.121  (m)          148.03   (f) ADJUSTED    1 1
 DK0568
 DK0568.Superseded values are not recommended for survey control.
 DK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0568.See file dsdata.txt to determine how the superseded data were derived.
 DK0568
 DK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT866537(NAD 83)
 DK0568_MARKER: DB = BENCH MARK DISK
 DK0568_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0568+WITH SETTING: INTO GROUND
 DK0568_STAMPING: C 242 1974
 DK0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0568+STABILITY: SURFACE MOTION
 DK0568
 DK0568  HISTORY     - Date     Condition        Report By
 DK0568  HISTORY     - 1974     MONUMENTED       NGS
 DK0568  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK0568
 DK0568                          STATION DESCRIPTION
 DK0568
 DK0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0568'3.20 MI SW FROM GUNNISON.
 DK0568'ABOUT 3.20 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 DK0568'BAPTIST CHURCH AT GUNNISON, AT THE JUNCTION OF A GRAVEL FIELD ROAD
 DK0568'LEADING SOUTHEAST, 63 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DK0568'HIGHWAY, 72.2 FEET EAST OF THE NORTHEAST CORNER OF A 6 FOOT BOX
 DK0568'CULVERT UNDER THE HIGHWAY, 38.5 FEET NORTHEAST OF AN UNDERGROUND CABLE
 DK0568'MARKER POST, 0.7 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DK0568'WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 DK0568'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW
 DK0568'LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 DK0568'0.2 FOOT.  SECTION 24, T 24N, R 8W.
 DK0568
 DK0568                          STATION RECOVERY (1992)
 DK0568
 DK0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0568'THE DESCRIBED LOCATION HAS BEEN LANDSCAPED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0107 ***********************************************************************
 EH0107  DESIGNATION -  C 243
 EH0107  PID         -  EH0107
 EH0107  STATE/COUNTY-  MS/TUNICA
 EH0107  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0107
 EH0107                         *CURRENT SURVEY CONTROL
 EH0107  ___________________________________________________________________
 EH0107* NAD 83(1986)-  34 49 05.     (N)    090 15 33.     (W)     SCALED    
 EH0107* NAVD 88     -        60.099  (meters)     197.17   (feet)  ADJUSTED  
 EH0107  ___________________________________________________________________
 EH0107  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EH0107  DYNAMIC HT  -          60.042 (meters)     196.99  (feet)  COMP
 EH0107  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 EH0107
 EH0107  VERT ORDER  -  FIRST     CLASS I
 EH0107
 EH0107.The horizontal coordinates were scaled from a topographic map and have
 EH0107.an estimated accuracy of +/- 6 seconds.
 EH0107
 EH0107.The orthometric height was determined by differential leveling
 EH0107.and adjusted in June 1991.
 EH0107
 EH0107.The geoid height was determined by GEOID03.
 EH0107
 EH0107.The dynamic height is computed by dividing the NAVD 88
 EH0107.geopotential number by the normal gravity value computed on the
 EH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0107.degrees latitude (g = 980.6199 gals.).
 EH0107
 EH0107.The modeled gravity was interpolated from observed gravity values.
 EH0107
 EH0107;                    North         East    Units  Estimated Accuracy
 EH0107;SPC MS W     -   589,690.      706,790.      MT  (+/- 180 meters Scaled)
 EH0107
 EH0107                          SUPERSEDED SURVEY CONTROL
 EH0107
 EH0107  NGVD 29 (??/??/??)   60.111  (m)          197.21   (f) ADJUSTED    1 1
 EH0107
 EH0107.Superseded values are not recommended for survey control.
 EH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0107.See file dsdata.txt to determine how the superseded data were derived.
 EH0107
 EH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU506562(NAD 83)
 EH0107_MARKER: DV = VERTICAL CONTROL DISK
 EH0107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH0107_SP_SET: ABUTMENT
 EH0107_STAMPING: C 243 1974
 EH0107_MARK LOGO: NGS   
 EH0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0107+STABILITY: SURFACE MOTION
 EH0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0107+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0107
 EH0107  HISTORY     - Date     Condition        Report By
 EH0107  HISTORY     - 1974     MONUMENTED       NGS
 EH0107  HISTORY     - 19911112 GOOD             NGS
 EH0107  HISTORY     - 20030604 POOR             USACE
 EH0107
 EH0107                          STATION DESCRIPTION
 EH0107
 EH0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0107'1.85 MI WSW FROM BANKS.
 EH0107'ABOUT 1.85 MILES WEST-SOUTHWEST ALONG STATE HIGHWAY 304 FROM THE
 EH0107'CROSSING WITH ILLINOIS CENTRAL RAILROAD AT BANKS, AT A 90 FOOT LONG
 EH0107'CONCRETE HIGHWAY BRIDGE OVER LOST LAKE BAYOU.  ALSO, 3.25 MILES EAST
 EH0107'OF ILLINOIS CENTRAL RAILROAD CROSSING AT ROBBINSVILLE, 16 FEET
 EH0107'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET BELOW
 EH0107'LEVEL OF THE HIGHWAY AND SET IN TOP OF THE NORTHEAST CORNER OF THE
 EH0107'NORTH END OF THE WEST CONCRETE SEAT OF BRIDGE.  SECTION 16, T 3S, R
 EH0107'10W.
 EH0107
 EH0107                          STATION RECOVERY (1991)
 EH0107
 EH0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0107'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0107'OFFICE IN WALLS, THENCE 3.8 KM (2.35 MI) EASTERLY ALONG STATE HIGHWAY
 EH0107'304, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE WEST
 EH0107'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING LOST LAKE BAYOU, 5.0 M
 EH0107'(16.4 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW
 EH0107'THE LEVEL OF THE HIGHWAY.
 EH0107
 EH0107                          STATION RECOVERY (2003)
 EH0107
 EH0107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0107'MARK DESTROYED, BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0405 ***********************************************************************
 EH0405  DESIGNATION -  C 244
 EH0405  PID         -  EH0405
 EH0405  STATE/COUNTY-  MS/COAHOMA
 EH0405  USGS QUAD   -  FRIARS POINT (1964)
 EH0405
 EH0405                         *CURRENT SURVEY CONTROL
 EH0405  ___________________________________________________________________
 EH0405* NAD 83(1986)-  34 15 56.     (N)    090 40 08.     (W)     SCALED    
 EH0405* NAVD 88     -        50.133  (meters)     164.48   (feet)  ADJUSTED  
 EH0405  ___________________________________________________________________
 EH0405  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH0405  DYNAMIC HT  -          50.084 (meters)     164.32  (feet)  COMP
 EH0405  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EH0405
 EH0405  VERT ORDER  -  FIRST     CLASS I
 EH0405
 EH0405.The horizontal coordinates were scaled from a topographic map and have
 EH0405.an estimated accuracy of +/- 6 seconds.
 EH0405
 EH0405.The orthometric height was determined by differential leveling
 EH0405.and adjusted in June 1991.
 EH0405
 EH0405.The geoid height was determined by GEOID03.
 EH0405
 EH0405.The dynamic height is computed by dividing the NAVD 88
 EH0405.geopotential number by the normal gravity value computed on the
 EH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0405.degrees latitude (g = 980.6199 gals.).
 EH0405
 EH0405.The modeled gravity was interpolated from observed gravity values.
 EH0405
 EH0405;                    North         East    Units  Estimated Accuracy
 EH0405;SPC MS W     -   528,450.      669,100.      MT  (+/- 180 meters Scaled)
 EH0405
 EH0405                          SUPERSEDED SURVEY CONTROL
 EH0405
 EH0405  NGVD 29 (??/??/??)   50.192  (m)          164.67   (f) ADJUSTED    1 1
 EH0405
 EH0405.Superseded values are not recommended for survey control.
 EH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0405.See file dsdata.txt to determine how the superseded data were derived.
 EH0405
 EH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT146940(NAD 83)
 EH0405_MARKER: DV = VERTICAL CONTROL DISK
 EH0405_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0405+WITH SETTING: INTO GROUND
 EH0405_SP_SET: METAL ROD WITH BASE PLATE
 EH0405_STAMPING: C 244 1974
 EH0405_MARK LOGO: NGS   
 EH0405_PROJECTION: RECESSED 5 CENTIMETERS
 EH0405_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0405+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0405_ROD/PIPE-DEPTH: 1.2  meters
 EH0405
 EH0405  HISTORY     - Date     Condition        Report By
 EH0405  HISTORY     - 1974     MONUMENTED       NGS
 EH0405  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0405  HISTORY     - 19920123 GOOD             NGS
 EH0405  HISTORY     - 20030611 GOOD             USACE
 EH0405
 EH0405                          STATION DESCRIPTION
 EH0405
 EH0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0405'4.35 MI NE FROM SHERARD.
 EH0405'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 EH0405'WITH STATE HIGHWAY 322 AT SHERARD, ABOUT 0.35 MILE NORTHEAST OF THE
 EH0405'POST OFFICE AT THE SMALL COMMUNITY OF FARRELL, AT THE INTERSECTION OF
 EH0405'A PAVED ROAD, 78.7 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 EH0405'ROAD, 58.9 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.4 FEET
 EH0405'SOUTHWEST OF A POWER POLE, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST,
 EH0405'4 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 EH0405'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 EH0405'0.3 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC
 EH0405'PIPE FLUSH WITH THE GROUND.  SECTION 36, T 28N, R 5W.
 EH0405
 EH0405                          STATION RECOVERY (1983)
 EH0405
 EH0405'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0405'MARK NOT FOUND.
 EH0405
 EH0405                          STATION RECOVERY (1992)
 EH0405
 EH0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0405'7.2 KM (4.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0405'OF STATE HIGHWAY 322 IN SHERARD, 24.1 M (79.1 FT) SOUTH OF THE
 EH0405'CENTERLINE OF FARRELL-EAGLES NEST ROAD, 18.0 M (59.1 FT) SOUTHEAST OF
 EH0405'THE HIGHWAY CENTERLINE, 2.8 M (9.2 FT) SOUTHWEST OF A UTILITY POLE,
 EH0405'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS
 EH0405'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.15 M (0.49 FT) BELOW
 EH0405'THE GROUND SURFACE.
 EH0405
 EH0405                          STATION RECOVERY (2003)
 EH0405
 EH0405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0071 ***********************************************************************
 EH0071  DESIGNATION -  C 245
 EH0071  PID         -  EH0071
 EH0071  STATE/COUNTY-  MS/TUNICA
 EH0071  USGS QUAD   -  DUNDEE (1982)
 EH0071
 EH0071                         *CURRENT SURVEY CONTROL
 EH0071  ___________________________________________________________________
 EH0071* NAD 83(1986)-  34 31 33.     (N)    090 25 30.     (W)     SCALED    
 EH0071* NAVD 88     -        54.315  (meters)     178.20   (feet)  ADJUSTED  
 EH0071  ___________________________________________________________________
 EH0071  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH0071  DYNAMIC HT  -          54.263 (meters)     178.03  (feet)  COMP
 EH0071  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 EH0071
 EH0071  VERT ORDER  -  FIRST     CLASS I
 EH0071
 EH0071.The horizontal coordinates were scaled from a topographic map and have
 EH0071.an estimated accuracy of +/- 6 seconds.
 EH0071
 EH0071.The orthometric height was determined by differential leveling
 EH0071.and adjusted in July 1994.
 EH0071
 EH0071.The geoid height was determined by GEOID03.
 EH0071
 EH0071.The dynamic height is computed by dividing the NAVD 88
 EH0071.geopotential number by the normal gravity value computed on the
 EH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0071.degrees latitude (g = 980.6199 gals.).
 EH0071
 EH0071.The modeled gravity was interpolated from observed gravity values.
 EH0071
 EH0071;                    North         East    Units  Estimated Accuracy
 EH0071;SPC MS W     -   557,280.      691,580.      MT  (+/- 180 meters Scaled)
 EH0071
 EH0071                          SUPERSEDED SURVEY CONTROL
 EH0071
 EH0071  NAVD 88 (06/15/91)   54.323  (m)          178.22   (f) UNKNOWN     1 1
 EH0071  NGVD 29 (??/??/??)   54.362  (m)          178.35   (f) ADJUSTED    1 1
 EH0071
 EH0071.Superseded values are not recommended for survey control.
 EH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0071.See file dsdata.txt to determine how the superseded data were derived.
 EH0071
 EH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU363234(NAD 83)
 EH0071_MARKER: DV = VERTICAL CONTROL DISK
 EH0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0071_SP_SET: HEADWALL
 EH0071_STAMPING: C 245 1974
 EH0071_MARK LOGO: NGS   
 EH0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0071+STABILITY: SURFACE MOTION
 EH0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0071+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EH0071
 EH0071  HISTORY     - Date     Condition        Report By
 EH0071  HISTORY     - 1974     MONUMENTED       NGS
 EH0071  HISTORY     - 1983     GOOD             USPSQD
 EH0071  HISTORY     - 19920122 GOOD             NGS
 EH0071  HISTORY     - 20030528 POOR             USACE
 EH0071
 EH0071                          STATION DESCRIPTION
 EH0071
 EH0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0071'5.20 MI NE FROM LULA.
 EH0071'ABOUT 5.20 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION
 EH0071'WITH A PAVED ROAD (FOURTH STREET) LEADING WEST TO LULA, ABOUT 0.10
 EH0071'MILE NORTHEAST OF THE MAIN ROAD CROSSING LEADING TO THE SMALL
 EH0071'COMMUNITY OF DUNDEE, SET IN THE TOP NORTH END OF THE EAST CONCRETE
 EH0071'HEADWALL TO A 4 FOOT BOX CULVERT WITH WINGWALLS, 38.2 FEET SOUTHWEST
 EH0071'OF POWER POLE 2 WITH A GUY WIRE, 24.4 FEET EAST-SOUTHEAST OF THE
 EH0071'CENTER LINE OF THE HIGHWAY AND 1.5 FEET BELOW LEVEL OF THE HIGHWAY.
 EH0071'SECTION 25, T 6 S, R 12 W.
 EH0071
 EH0071                          STATION RECOVERY (1983)
 EH0071
 EH0071'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0071'RECOVERED IN GOOD CONDITION.
 EH0071
 EH0071                          STATION RECOVERY (1992)
 EH0071
 EH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0071'18.8 KM (11.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 EH0071'OF STATE HIGHWAY 4 IN TUNICA, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF
 EH0071'THE NORTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 0.2 KM
 EH0071'(0.10 MI) NORTH OF THE INTERSECTION OF A PAVED ROAD LEADING WEST TO
 EH0071'DUNDEE, 8.7 M (28.5 FT) EAST OF THE HIGHWAY CENTERLINE, 0.3 M
 EH0071'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 EH0071'WITNESS POST.
 EH0071
 EH0071                          STATION RECOVERY (2003)
 EH0071
 EH0071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0071'MARK DESTROYED, CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0740 ***********************************************************************
 CO0740  DESIGNATION -  C 25
 CO0740  PID         -  CO0740
 CO0740  STATE/COUNTY-  MS/SCOTT
 CO0740  USGS QUAD   -  FOREST (1982)
 CO0740
 CO0740                         *CURRENT SURVEY CONTROL
 CO0740  ___________________________________________________________________
 CO0740* NAD 83(1986)-  32 21 47.     (N)    089 29 28.     (W)     SCALED    
 CO0740* NAVD 88     -       152.546  (meters)     500.48   (feet)  ADJUSTED  
 CO0740  ___________________________________________________________________
 CO0740  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO0740  DYNAMIC HT  -         152.367 (meters)     499.89  (feet)  COMP
 CO0740  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 CO0740
 CO0740  VERT ORDER  -  FIRST     CLASS I
 CO0740
 CO0740.The horizontal coordinates were scaled from a topographic map and have
 CO0740.an estimated accuracy of +/- 6 seconds.
 CO0740
 CO0740.The orthometric height was determined by differential leveling
 CO0740.and adjusted in June 1991.
 CO0740
 CO0740.The geoid height was determined by GEOID03.
 CO0740
 CO0740.The dynamic height is computed by dividing the NAVD 88
 CO0740.geopotential number by the normal gravity value computed on the
 CO0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0740.degrees latitude (g = 980.6199 gals.).
 CO0740
 CO0740.The modeled gravity was interpolated from observed gravity values.
 CO0740
 CO0740;                    North         East    Units  Estimated Accuracy
 CO0740;SPC MS E     -   317,600.      238,090.      MT  (+/- 180 meters Scaled)
 CO0740
 CO0740                          SUPERSEDED SURVEY CONTROL
 CO0740
 CO0740  NGVD 29 (??/??/??)  152.541  (m)          500.46   (f) ADJUSTED    1 1
 CO0740
 CO0740.Superseded values are not recommended for survey control.
 CO0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0740.See file dsdata.txt to determine how the superseded data were derived.
 CO0740
 CO0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA656834(NAD 83)
 CO0740_MARKER: DB = BENCH MARK DISK
 CO0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0740_SP_SET: PILLARS
 CO0740_STAMPING: C 25 1934
 CO0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0740
 CO0740  HISTORY     - Date     Condition        Report By
 CO0740  HISTORY     - 1934     MONUMENTED       CGS
 CO0740  HISTORY     - 1968     GOOD             NGS
 CO0740
 CO0740                          STATION DESCRIPTION
 CO0740
 CO0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0740'1.1 MI W FROM FOREST.
 CO0740'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0740'COURTHOUSE AT FOREST, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 80, AT A
 CO0740'HIGHWAY OVERPASS FOR THE ILLINOIS CENTRAL RAILROAD, 9 1/2 FEET SOUTH
 CO0740'OF THE SOUTH RAIL, SET VERTICALLY IN THE NORTH FACE OF THE MORE
 CO0740'WESTERLY OF TWO CONCRETE PILLARS WHICH ARE ON THE SOUTH SIDE OF THE
 CO0740'TRACK, 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND 2 1/2 FEET ABOVE
 CO0740'THE LEVEL OF THE TRACK.  SEC 17, T 6N, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1069 ***********************************************************************
 CO1069  DESIGNATION -  C 251
 CO1069  PID         -  CO1069
 CO1069  STATE/COUNTY-  MS/LAUDERDALE
 CO1069  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1069
 CO1069                         *CURRENT SURVEY CONTROL
 CO1069  ___________________________________________________________________
 CO1069* NAD 83(1986)-  32 20 02.     (N)    088 41 13.     (W)     SCALED    
 CO1069* NAVD 88     -       147.057  (meters)     482.47   (feet)  ADJUSTED  
 CO1069  ___________________________________________________________________
 CO1069  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CO1069  DYNAMIC HT  -         146.884 (meters)     481.90  (feet)  COMP
 CO1069  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 CO1069
 CO1069  VERT ORDER  -  FIRST     CLASS II
 CO1069
 CO1069.The horizontal coordinates were scaled from a topographic map and have
 CO1069.an estimated accuracy of +/- 6 seconds.
 CO1069
 CO1069.The orthometric height was determined by differential leveling
 CO1069.and adjusted in June 1991.
 CO1069
 CO1069.The geoid height was determined by GEOID03.
 CO1069
 CO1069.The dynamic height is computed by dividing the NAVD 88
 CO1069.geopotential number by the normal gravity value computed on the
 CO1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1069.degrees latitude (g = 980.6199 gals.).
 CO1069
 CO1069.The modeled gravity was interpolated from observed gravity values.
 CO1069
 CO1069;                    North         East    Units  Estimated Accuracy
 CO1069;SPC MS E     -   314,180.      313,780.      MT  (+/- 180 meters Scaled)
 CO1069
 CO1069                          SUPERSEDED SURVEY CONTROL
 CO1069
 CO1069  NGVD 29 (??/??/??)  147.044  (m)          482.43   (f) ADJUSTED    1 2
 CO1069
 CO1069.Superseded values are not recommended for survey control.
 CO1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1069.See file dsdata.txt to determine how the superseded data were derived.
 CO1069
 CO1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA412786(NAD 83)
 CO1069_MARKER: DB = BENCH MARK DISK
 CO1069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1069_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1069_STAMPING: C 251 1980
 CO1069_MARK LOGO: NGS   
 CO1069_PROJECTION: RECESSED 5 CENTIMETERS
 CO1069_MAGNETIC: I = MARKER IS A STEEL ROD
 CO1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1069+STABILITY: POSITION/ELEVATION WELL
 CO1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1069+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 CO1069_ROD/PIPE-DEPTH: 6.09 meters
 CO1069
 CO1069  HISTORY     - Date     Condition        Report By
 CO1069  HISTORY     - 1980     MONUMENTED       NGS
 CO1069  HISTORY     - 19900326 SEE DESCRIPTION  MSHD
 CO1069
 CO1069                          STATION DESCRIPTION
 CO1069
 CO1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1069'2.42 KM SOUTH FROM MERIDIAN.
 CO1069'2.415 KILOMETERS (1.5 MILES) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1069'OVERPASS OF INTERSTATES 20 AND 59 IN MERIDIAN, AT THE Y JUNCTION OF A
 CO1069'PAVED ROAD LEADING NORTHEAST, 14.7 METERS (48.2 FEET) EAST OF THE
 CO1069'CENTER LINE OF THE HIGHWAY, 12.4 METERS (40.5 FEET) NORTHWEST OF THE
 CO1069'CENTER LINE OF THE PAVED ROAD, 4.6 METERS (15 FEET) WEST OF THE MOST
 CO1069'WESTERLY OF TWO GUY WIRES SUPPORTING POWER POLE NUMBER 52, 0.75 METERS
 CO1069'2.5 FEET) WEST OF THE POWER POLE.
 CO1069'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CO1069'THE MARK IS 1 M ABOVE HIGHWAY.
 CO1069
 CO1069                          STATION RECOVERY (1990)
 CO1069
 CO1069'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1069'MARK WAS SEARCHED FOR BUT WAS NOT FOUND. MEASUREMENTS INDICATE THAT
 CO1069'THE MARK WAS PROBABLY DESTROYED WHEN THE HIGHWAY BANK WAS SLOPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0964 ***********************************************************************
 CO0964  DESIGNATION -  C 26
 CO0964  PID         -  CO0964
 CO0964  STATE/COUNTY-  MS/LEAKE
 CO0964  USGS QUAD   -  CONWAY (1989)
 CO0964
 CO0964                         *CURRENT SURVEY CONTROL
 CO0964  ___________________________________________________________________
 CO0964* NAD 83(1986)-  32 50 43.     (N)    089 32 11.     (W)     SCALED    
 CO0964* NAVD 88     -       128.540  (meters)     421.72   (feet)  ADJUSTED  
 CO0964  ___________________________________________________________________
 CO0964  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO0964  DYNAMIC HT  -         128.396 (meters)     421.25  (feet)  COMP
 CO0964  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CO0964
 CO0964  VERT ORDER  -  SECOND    CLASS 0
 CO0964
 CO0964.The horizontal coordinates were scaled from a topographic map and have
 CO0964.an estimated accuracy of +/- 6 seconds.
 CO0964
 CO0964.The orthometric height was determined by differential leveling
 CO0964.and adjusted in June 1991.
 CO0964
 CO0964.The geoid height was determined by GEOID03.
 CO0964
 CO0964.The dynamic height is computed by dividing the NAVD 88
 CO0964.geopotential number by the normal gravity value computed on the
 CO0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0964.degrees latitude (g = 980.6199 gals.).
 CO0964
 CO0964.The modeled gravity was interpolated from observed gravity values.
 CO0964
 CO0964;                    North         East    Units  Estimated Accuracy
 CO0964;SPC MS E     -   371,100.      234,190.      MT  (+/- 180 meters Scaled)
 CO0964
 CO0964                          SUPERSEDED SURVEY CONTROL
 CO0964
 CO0964  NGVD 29 (??/??/92)  128.547  (m)          421.74   (f) ADJ UNCH    2 0
 CO0964
 CO0964.Superseded values are not recommended for survey control.
 CO0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0964.See file dsdata.txt to determine how the superseded data were derived.
 CO0964
 CO0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB626369(NAD 83)
 CO0964_MARKER: DB = BENCH MARK DISK
 CO0964_SETTING: 0 = UNSPECIFIED SETTING
 CO0964_STAMPING: C26 1934
 CO0964_MARK LOGO: CGS   
 CO0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0964+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1988
 CO0964
 CO0964  HISTORY     - Date     Condition        Report By
 CO0964  HISTORY     - 1934     MONUMENTED       CGS
 CO0964  HISTORY     - 1964     GOOD             MSHD
 CO0964  HISTORY     - 19880606 GOOD             MSHD
 CO0964
 CO0964                          STATION DESCRIPTION
 CO0964
 CO0964'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0964'7.9 MI N FROM CARTHAGE.
 CO0964'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0964'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 7.9 MILES TO THE MARK ON THE
 CO0964'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 CO0964'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE
 CO0964'GRAVEL ROAD, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 CO0964'ABOVE THE LEVEL OF THE GRAVEL ROAD.  NEAR CENTER OF SW 1/4 OF SECTION
 CO0964'36, T 12 N, R 7 E.
 CO0964
 CO0964                          STATION RECOVERY (1988)
 CO0964
 CO0964'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0964'MARK IS LOCATED 11.91 KM (7.40 MI) NORTH OF CARTHAGE, 4.51 KM
 CO0964'(2.80 MI) SOUTH OF THE COMMUNITY OF SINGLETON, IN THE SOUTHWEST
 CO0964'QUARTER OF SECTION 36, T12 N, R7 E.
 CO0964'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0964'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 4.03 KM (2.50 MI) TO THE JUNCTION
 CO0964'OF STATE HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 35 FOR 7.57 KM
 CO0964'(4.70 MI) TO A CROSSROAD, CONTINUE NORTH ON HIGHWAY 35 FOR 0.81 KM
 CO0964'(0.50 MI) TO THE MARK ON THE RIGHT.
 CO0964'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE CENTER OF THE TOP OF
 CO0964'THE EAST HEADWALL OF A CONCRETE BOX CULVERT, 32.61 M (107.0 FT) EAST
 CO0964'OF THE CENTER OF HIGHWAY 35, 3.96 M (13.0 FT) EAST OF THE CENTER OF
 CO0964'THE OLD ABANDONED HIGHWAY AND 1.25 M (4.1 FT) NORTH OF A CARSONATE
 CO0964'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1385 ***********************************************************************
 DJ1385  DESIGNATION -  C 28
 DJ1385  PID         -  DJ1385
 DJ1385  STATE/COUNTY-  MS/HOLMES
 DJ1385  USGS QUAD   -  OWENS WELLS (1982)
 DJ1385
 DJ1385                         *CURRENT SURVEY CONTROL
 DJ1385  ___________________________________________________________________
 DJ1385* NAD 83(1986)-  33 05 37.     (N)    089 57 15.     (W)     SCALED    
 DJ1385* NAVD 88     -        81.586  (meters)     267.67   (feet)  ADJUSTED  
 DJ1385  ___________________________________________________________________
 DJ1385  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DJ1385  DYNAMIC HT  -          81.497 (meters)     267.38  (feet)  COMP
 DJ1385  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DJ1385
 DJ1385  VERT ORDER  -  SECOND    CLASS 0
 DJ1385
 DJ1385.The horizontal coordinates were scaled from a topographic map and have
 DJ1385.an estimated accuracy of +/- 6 seconds.
 DJ1385
 DJ1385.The orthometric height was determined by differential leveling
 DJ1385.and adjusted in June 1991.
 DJ1385
 DJ1385.The geoid height was determined by GEOID03.
 DJ1385
 DJ1385.The dynamic height is computed by dividing the NAVD 88
 DJ1385.geopotential number by the normal gravity value computed on the
 DJ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1385.degrees latitude (g = 980.6199 gals.).
 DJ1385
 DJ1385.The modeled gravity was interpolated from observed gravity values.
 DJ1385
 DJ1385;                    North         East    Units  Estimated Accuracy
 DJ1385;SPC MS W     -   398,490.      735,400.      MT  (+/- 180 meters Scaled)
 DJ1385
 DJ1385                          SUPERSEDED SURVEY CONTROL
 DJ1385
 DJ1385  NGVD 29 (??/??/92)   81.628  (m)          267.81   (f) ADJ UNCH    2 0
 DJ1385
 DJ1385.Superseded values are not recommended for survey control.
 DJ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1385.See file dsdata.txt to determine how the superseded data were derived.
 DJ1385
 DJ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB242655(NAD 83)
 DJ1385_MARKER: DB = BENCH MARK DISK
 DJ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1385_STAMPING: C-28 1934
 DJ1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1385+STABILITY: SURFACE MOTION
 DJ1385
 DJ1385  HISTORY     - Date     Condition        Report By
 DJ1385  HISTORY     - 1934     MONUMENTED       CGS
 DJ1385  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DJ1385
 DJ1385                          STATION DESCRIPTION
 DJ1385
 DJ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1385'6.0 MI E FROM LEXINGTON.
 DJ1385'6.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD, FORMERLY THE YAZOO
 DJ1385'AND MISSISSIPPI VALLEY RAILROAD, FROM THE STATION AT LEXINGTON, HOLMES
 DJ1385'COUNTY, 9 POLES EAST OF MILEPOST D 7, AT A ROAD CROSSING, 60 FEET
 DJ1385'NORTH OF THE CENTERLINE OF THE TRACK, AND 15 FEET EAST OF THE
 DJ1385'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 28 1934 AND SET IN
 DJ1385'THE TOP OF A CONCRETE POST.
 DJ1385
 DJ1385                          STATION RECOVERY (1972)
 DJ1385
 DJ1385'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DJ1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1418 ***********************************************************************
 DJ1418  DESIGNATION -  C 29
 DJ1418  PID         -  DJ1418
 DJ1418  STATE/COUNTY-  MS/GRENADA
 DJ1418  USGS QUAD   -  GRENADA (1983)
 DJ1418
 DJ1418                         *CURRENT SURVEY CONTROL
 DJ1418  ___________________________________________________________________
 DJ1418* NAD 83(1986)-  33 49 41.     (N)    089 48 42.     (W)     SCALED    
 DJ1418* NAVD 88     -        61.646  (meters)     202.25   (feet)  ADJUSTED  
 DJ1418  ___________________________________________________________________
 DJ1418  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DJ1418  DYNAMIC HT  -          61.583 (meters)     202.04  (feet)  COMP
 DJ1418  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 DJ1418
 DJ1418  VERT ORDER  -  SECOND    CLASS 0
 DJ1418
 DJ1418.The horizontal coordinates were scaled from a topographic map and have
 DJ1418.an estimated accuracy of +/- 6 seconds.
 DJ1418
 DJ1418.The orthometric height was determined by differential leveling
 DJ1418.and adjusted in June 1991.
 DJ1418
 DJ1418.The geoid height was determined by GEOID03.
 DJ1418
 DJ1418.The dynamic height is computed by dividing the NAVD 88
 DJ1418.geopotential number by the normal gravity value computed on the
 DJ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1418.degrees latitude (g = 980.6199 gals.).
 DJ1418
 DJ1418.The modeled gravity was interpolated from observed gravity values.
 DJ1418
 DJ1418;                    North         East    Units  Estimated Accuracy
 DJ1418;SPC MS W     -   480,000.      748,290.      MT  (+/- 180 meters Scaled)
 DJ1418
 DJ1418                          SUPERSEDED SURVEY CONTROL
 DJ1418
 DJ1418  NGVD 29 (??/??/92)   61.659  (m)          202.29   (f) ADJ UNCH    2 0
 DJ1418
 DJ1418.Superseded values are not recommended for survey control.
 DJ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1418.See file dsdata.txt to determine how the superseded data were derived.
 DJ1418
 DJ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC397466(NAD 83)
 DJ1418_MARKER: DB = BENCH MARK DISK
 DJ1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1418_SP_SET: CONCRETE BASE
 DJ1418_STAMPING: C 29 1934
 DJ1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1418+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2008
 DJ1418
 DJ1418  HISTORY     - Date     Condition        Report By
 DJ1418  HISTORY     - 1934     MONUMENTED       CGS
 DJ1418  HISTORY     - 1973     GOOD             MSHD
 DJ1418  HISTORY     - 1975     GOOD             LOCENG
 DJ1418  HISTORY     - 20080214 GOOD             MSDOT
 DJ1418
 DJ1418                          STATION DESCRIPTION
 DJ1418
 DJ1418'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1418'3.0 MI N FROM GRENADA.
 DJ1418'THE MARK IS LOCATED 3 MILES NORTH OF GRENADA IN THE SE CORNER OF A
 DJ1418'CONCRETE BLOCK (FORMERLY A SIGNAL BLOCK) ON THE ICRR TRACK IN THE NE
 DJ1418'1/4 OF THE SW 1/4 OF SECTION 30, T 23N, R 5E.  IT IS 7 FEET WEST OF
 DJ1418'THE WEST RAIL, 275 FEET NORTH OF THE CENTER OF A FARM ROAD CROSSING
 DJ1418'THE TRACK, 39.5 FEET EAST OF TELEPHONE POLE NO. 2647, 18.5 FEET WEST
 DJ1418'OF THE WEST EDGE OF A SIGNAL BLOCK, 64 FEET SW OF A TELEPHONE POLE
 DJ1418'WITH GUY WIRES, 57 FEET SW OF THE SW CORNER OF A TELEPHONE BOOTH, 2
 DJ1418'FEET NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SE
 DJ1418'CORNER OF THE CONCRETE BASE FOR A SIGNAL BLOCK (SIGNAL REMOVED) AND IS
 DJ1418'1/2 FOOT BELOW THE LEVEL OF THE TRACK.  TO REACH FROM THE INTERSECTION
 DJ1418'OF STATE HIGHWAY 8 AND U.S. HIGHWAY 51 IN GRENADA GO NORTH ON U.S.
 DJ1418'HIGHWAY 51 FOR 2 MILES TO THE JUNCTION OF STATE HIGHWAY 332. CONTINUE
 DJ1418'NORTH ON STATE HIGHWAY 332 FOR 2.3 MILES TO A SIDE ROAD RIGHT JUST
 DJ1418'BEFORE REACHING I-55.  TURN RIGHT AND GO NE ON A BLACK TOP ROAD FOR
 DJ1418'1.8 MILES TO A RAILROAD CROSSING.  THENCE SOUTH ALONG THE RAILROAD
 DJ1418'TRACK FOR ABOUT 0.6 MILE TO THE MARK ON THE RIGHT.
 DJ1418
 DJ1418                          STATION RECOVERY (1975)
 DJ1418
 DJ1418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 DJ1418'RECOVERED IN GOOD CONDITION.
 DJ1418
 DJ1418                          STATION RECOVERY (2008)
 DJ1418
 DJ1418'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1418'THE MARK WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION WAS
 DJ1418'SUFFICIENT FOR LOCATION. THE LATITUDE AND LONGITUDE IS MORE
 DJ1418'ACCURATELY, NORTH 33-49-49 AND WEST 089-48-45.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0847 ***********************************************************************
 EG0847  DESIGNATION -  C 3
 EG0847  PID         -  EG0847
 EG0847  STATE/COUNTY-  MS/ALCORN
 EG0847  USGS QUAD   -  CORINTH (1982)
 EG0847
 EG0847                         *CURRENT SURVEY CONTROL
 EG0847  ___________________________________________________________________
 EG0847* NAD 83(1986)-  34 56 05.     (N)    088 31 08.     (W)     SCALED    
 EG0847* NAVD 88     -       136.695  (meters)     448.47   (feet)  ADJUSTED  
 EG0847  ___________________________________________________________________
 EG0847  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0847  DYNAMIC HT  -         136.564 (meters)     448.04  (feet)  COMP
 EG0847  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EG0847
 EG0847  VERT ORDER  -  FIRST     CLASS II
 EG0847
 EG0847.The horizontal coordinates were scaled from a topographic map and have
 EG0847.an estimated accuracy of +/- 6 seconds.
 EG0847
 EG0847.The orthometric height was determined by differential leveling
 EG0847.and adjusted in June 1991.
 EG0847
 EG0847.The geoid height was determined by GEOID03.
 EG0847
 EG0847.The dynamic height is computed by dividing the NAVD 88
 EG0847.geopotential number by the normal gravity value computed on the
 EG0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0847.degrees latitude (g = 980.6199 gals.).
 EG0847
 EG0847.The modeled gravity was interpolated from observed gravity values.
 EG0847
 EG0847;                    North         East    Units  Estimated Accuracy
 EG0847;SPC MS E     -   602,680.      328,730.      MT  (+/- 180 meters Scaled)
 EG0847
 EG0847                          SUPERSEDED SURVEY CONTROL
 EG0847
 EG0847  NGVD 29 (??/??/92)  136.697  (m)          448.48   (f) ADJ UNCH    1 2
 EG0847
 EG0847.Superseded values are not recommended for survey control.
 EG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0847.See file dsdata.txt to determine how the superseded data were derived.
 EG0847
 EG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD612668(NAD 83)
 EG0847_MARKER: Z = SEE DESCRIPTION
 EG0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0847_SP_SET: WINDOW SILL
 EG0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0847
 EG0847  HISTORY     - Date     Condition        Report By
 EG0847  HISTORY     - UNK      MONUMENTED       CGS
 EG0847  HISTORY     - 1965     GOOD             MSHD
 EG0847  HISTORY     - 1978     MARK NOT FOUND   MSHD
 EG0847  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0847
 EG0847                          STATION DESCRIPTION
 EG0847
 EG0847'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0847'IN CORINTH.
 EG0847'AT THE SOUTHWEST CORNER OF FRANKLIN AND CRUSE STREETS, ONE BLOCK WEST
 EG0847'AND TWO BLOCKS SOUTH OF THE COURTHOUSE, 12 FEET SOUTH OF THE NORTHWEST
 EG0847'CORNER IN THE TOP OF THE STONE SILL BELOW THE SHOW WINDOW AND 8 INCHES
 EG0847'HIGHER THAN THE SIDEWALK, THE BOTTOM OF A SQUARE HOLE.
 EG0847
 EG0847                          STATION RECOVERY (1978)
 EG0847
 EG0847'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0847'MARK NOT FOUND.
 EG0847
 EG0847                          STATION RECOVERY (1982)
 EG0847
 EG0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0847'NOT RECOVERED, PROBABLY DESTROYED, BUILDING IS NOW RUBELS DEPARTMENT
 EG0847'STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0323 ***********************************************************************
 EH0323  DESIGNATION -  C 30
 EH0323  PID         -  EH0323
 EH0323  STATE/COUNTY-  MS/PANOLA
 EH0323  USGS QUAD   -  CURTIS STATION (1983)
 EH0323
 EH0323                         *CURRENT SURVEY CONTROL
 EH0323  ___________________________________________________________________
 EH0323* NAD 83(1986)-  34 16 51.     (N)    090 07 57.     (W)     SCALED    
 EH0323* NAVD 88     -        50.063  (meters)     164.25   (feet)  ADJUSTED  
 EH0323  ___________________________________________________________________
 EH0323  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0323  DYNAMIC HT  -          50.014 (meters)     164.09  (feet)  COMP
 EH0323  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EH0323
 EH0323  VERT ORDER  -  SECOND    CLASS 0
 EH0323
 EH0323.The horizontal coordinates were scaled from a topographic map and have
 EH0323.an estimated accuracy of +/- 6 seconds.
 EH0323
 EH0323.The orthometric height was determined by differential leveling
 EH0323.and adjusted in June 1991.
 EH0323
 EH0323.The geoid height was determined by GEOID03.
 EH0323
 EH0323.The dynamic height is computed by dividing the NAVD 88
 EH0323.geopotential number by the normal gravity value computed on the
 EH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0323.degrees latitude (g = 980.6199 gals.).
 EH0323
 EH0323.The modeled gravity was interpolated from observed gravity values.
 EH0323
 EH0323;                    North         East    Units  Estimated Accuracy
 EH0323;SPC MS W     -   530,120.      718,490.      MT  (+/- 180 meters Scaled)
 EH0323
 EH0323                          SUPERSEDED SURVEY CONTROL
 EH0323
 EH0323  NGVD 29 (??/??/??)   50.095  (m)          164.35   (f) ADJUSTED    2 0
 EH0323
 EH0323.Superseded values are not recommended for survey control.
 EH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0323.See file dsdata.txt to determine how the superseded data were derived.
 EH0323
 EH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT639970(NAD 83)
 EH0323_MARKER: DB = BENCH MARK DISK
 EH0323_SETTING: 0 = UNSPECIFIED SETTING
 EH0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0323
 EH0323  HISTORY     - Date     Condition        Report By
 EH0323  HISTORY     - 1934     MONUMENTED       CGS
 EH0323  HISTORY     - 1967     MARK NOT FOUND   MSHD
 EH0323  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0323  HISTORY     - 20080319 MARK NOT FOUND   MSDOT
 EH0323
 EH0323                          STATION DESCRIPTION
 EH0323
 EH0323'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EH0323'10.0 MI NE FROM MARKS.
 EH0323'THE MARK IS LOCATED 10.0 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM
 EH0323'THE POST OFFICE AT MARKS, 800 FEET EAST OF A BRIDGE, AT THE JUNCTION
 EH0323'OF A ROAD LEADING NORTH, 30 FEET WEST OF THE CENTER LINE OF THE ROAD
 EH0323'AND 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 EH0323
 EH0323                          STATION RECOVERY (1979)
 EH0323
 EH0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0323'MARK NOT FOUND.
 EH0323
 EH0323                          STATION RECOVERY (2008)
 EH0323
 EH0323'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1088 ***********************************************************************
 EG1088  DESIGNATION -  C 31
 EG1088  PID         -  EG1088
 EG1088  STATE/COUNTY-  MS/LAFAYETTE
 EG1088  USGS QUAD   -  WATER VALLEY EAST (1983)
 EG1088
 EG1088                         *CURRENT SURVEY CONTROL
 EG1088  ___________________________________________________________________
 EG1088* NAD 83(1986)-  34 13 18.     (N)    089 36 33.     (W)     SCALED    
 EG1088* NAVD 88     -        87.264  (meters)     286.30   (feet)  ADJUSTED  
 EG1088  ___________________________________________________________________
 EG1088  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EG1088  DYNAMIC HT  -          87.178 (meters)     286.02  (feet)  COMP
 EG1088  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 EG1088
 EG1088  VERT ORDER  -  SECOND    CLASS 0
 EG1088
 EG1088.The horizontal coordinates were scaled from a topographic map and have
 EG1088.an estimated accuracy of +/- 6 seconds.
 EG1088
 EG1088.The orthometric height was determined by differential leveling
 EG1088.and adjusted in June 1991.
 EG1088
 EG1088.The geoid height was determined by GEOID03.
 EG1088
 EG1088.The dynamic height is computed by dividing the NAVD 88
 EG1088.geopotential number by the normal gravity value computed on the
 EG1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1088.degrees latitude (g = 980.6199 gals.).
 EG1088
 EG1088.The modeled gravity was interpolated from observed gravity values.
 EG1088
 EG1088;                    North         East    Units  Estimated Accuracy
 EG1088;SPC MS E     -   523,810.      228,510.      MT  (+/- 180 meters Scaled)
 EG1088
 EG1088                          SUPERSEDED SURVEY CONTROL
 EG1088
 EG1088  NGVD 29 (??/??/92)   87.254  (m)          286.27   (f) ADJ UNCH    2 0
 EG1088
 EG1088.Superseded values are not recommended for survey control.
 EG1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1088.See file dsdata.txt to determine how the superseded data were derived.
 EG1088
 EG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC596898(NAD 83)
 EG1088_MARKER: DB = BENCH MARK DISK
 EG1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1088_SP_SET: CULVERT
 EG1088_STAMPING: C-31 1934
 EG1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1088+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 EG1088
 EG1088  HISTORY     - Date     Condition        Report By
 EG1088  HISTORY     - 1934     MONUMENTED       CGS
 EG1088  HISTORY     - 1977     GOOD             MSHD
 EG1088  HISTORY     - 20080123 GOOD             MSDOT
 EG1088
 EG1088                          STATION DESCRIPTION
 EG1088
 EG1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1088'3.8 MI S FROM TAYLOR.
 EG1088'3.8 MILES SOUTH OF TAYLOR DEPOT ALONG THE ILLINOIS CENTRAL RAILROAD 19
 EG1088'POLES NORTH OF MILEPOST NO. C 584, 110 FEET NORTH OF SPRINGDALE
 EG1088'STATION 100 FEET EAST OF THE CENTER LINE OF THE TRACK AT R. C. B.
 EG1088'HIGHWAY CULVERT.  SET IN THE NORTH END OF THE EAST HEADWALL.
 EG1088
 EG1088                          STATION RECOVERY (1977)
 EG1088
 EG1088'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1088'THE MARK IS LOCATED 5.5 MILES NORTH OF WATER VALLEY, 11 MILES
 EG1088'SOUTHWEST OF OXFORD, 2.3 MILES NORTH OF WATER VALLEY, 11 MILES
 EG1088'SOUTHWEST OF OXFORD, 2.3 MILES NORTH OF THE LAFAYETTE-YALOBUSHA
 EG1088'COUNTY LINE IN A BOX CULVERT UNDER OLD HIGHWAY 7 IN THE SOUTHWEST 1/4
 EG1088'OF SECTION 10, T 10S, R 4W. IT IS 322 FEET NORTHWEST OF THE CENTER OF
 EG1088'A NARROW GRAVELED ROAD, 14 FEET SOUTHEAST OF THE CENTER OF THE OLD
 EG1088'HIGHWAY SET IN A DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST
 EG1088'HEADWALL OF A 6 X 2 FOOT CONCRETE BOX CULVERT UNDER THE OLD HIGHWAY
 EG1088'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE OLD HIGHWAY. TO REACH
 EG1088'FROM THE U.S. POST OFFICE IN WATER VALLEY GO NORTH ON STATE HIGHWAY 7
 EG1088'FOR 4.1 MILES TO THE JUNCTION OF THE OLD HIGHWAY (1.15 MILES BEYOND
 EG1088'THE COUNTY LINE). TURN LEFT AND GO NORTH ON THE OLD HIGHWAY FOR 1.25
 EG1088'MILES TO THE CULVERT AND THE MARK ON THE RIGHT.
 EG1088
 EG1088                          STATION RECOVERY (2008)
 EG1088
 EG1088'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1088'CULVERT AND HEADWALLS ARE BARELY VISIBLE DUE TO SILTATION. MARK IS
 EG1088'LOCATED 100' NORTHEAST ALONG ROAD FROM INTERSECTION OF WOODS ROAD
 EG1088'NORTH INTO SPRINGPORT WILDLIFE MANAGEMENT AREA. THIS SECTION OF OLD
 EG1088'HWY 7 IS NOW KNOWN AS COUNTY ROAD 375 (CR375)
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1010 ***********************************************************************
 EG1010  DESIGNATION -  C 32
 EG1010  PID         -  EG1010
 EG1010  STATE/COUNTY-  MS/MARSHALL
 EG1010  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1010
 EG1010                         *CURRENT SURVEY CONTROL
 EG1010  ___________________________________________________________________
 EG1010* NAD 83(1986)-  34 46 06.     (N)    089 26 53.     (W)     SCALED    
 EG1010* NAVD 88     -       185.116  (meters)     607.33   (feet)  ADJUSTED  
 EG1010  ___________________________________________________________________
 EG1010  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1010  DYNAMIC HT  -         184.935 (meters)     606.74  (feet)  COMP
 EG1010  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EG1010
 EG1010  VERT ORDER  -  SECOND    CLASS 0
 EG1010
 EG1010.The horizontal coordinates were scaled from a topographic map and have
 EG1010.an estimated accuracy of +/- 6 seconds.
 EG1010
 EG1010.The orthometric height was determined by differential leveling
 EG1010.and adjusted in June 1991.
 EG1010.WARNING-Repeat measurements at this control monument indicate possible
 EG1010.vertical movement.
 EG1010
 EG1010.The geoid height was determined by GEOID03.
 EG1010
 EG1010.The dynamic height is computed by dividing the NAVD 88
 EG1010.geopotential number by the normal gravity value computed on the
 EG1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1010.degrees latitude (g = 980.6199 gals.).
 EG1010
 EG1010.The modeled gravity was interpolated from observed gravity values.
 EG1010
 EG1010;                    North         East    Units  Estimated Accuracy
 EG1010;SPC MS E     -   584,350.      243,730.      MT  (+/- 180 meters Scaled)
 EG1010
 EG1010                          SUPERSEDED SURVEY CONTROL
 EG1010
 EG1010  NGVD 29 (??/??/92)  185.049  (m)          607.11   (f) ADJ UNCH    2 0
 EG1010
 EG1010.Superseded values are not recommended for survey control.
 EG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1010.See file dsdata.txt to determine how the superseded data were derived.
 EG1010
 EG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759500(NAD 83)
 EG1010_MARKER: DB = BENCH MARK DISK
 EG1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1010_SP_SET: STEP
 EG1010_STAMPING: C 32 (1934)
 EG1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1010+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1010
 EG1010  HISTORY     - Date     Condition        Report By
 EG1010  HISTORY     - 1934     MONUMENTED       CGS
 EG1010  HISTORY     - 1966     GOOD             MSHD
 EG1010  HISTORY     - 20030915 GOOD             USACE
 EG1010  HISTORY     - 20050707 GOOD             GEOCAC
 EG1010  HISTORY     - 20080430 GOOD             MSDOT
 EG1010
 EG1010                          STATION DESCRIPTION
 EG1010
 EG1010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1010'IN HOLLY SPRINGS.
 EG1010'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN HOLLY SPRINGS GO
 EG1010'NORTH ON HIGHWAY 7 FOR 0.05 MILE TO THE POST OFFICE AND THE MARK ON
 EG1010'THE LEFT IN THE NORTH END OF THE BUILT UP PART OF THE TOP STEP OF THE
 EG1010'ENTRANCE TO THE POST OFFICE.  IT IS 17.5 FEET WEST OF THE CENTER OF
 EG1010'THE SIDEWALK, 10 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE POST
 EG1010'OFFICE, AND 2.1 FEET EAST OF THE EAST WALL.
 EG1010
 EG1010                          STATION RECOVERY (2003)
 EG1010
 EG1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1010'RECOVERED IN GOOD CONDITION.
 EG1010
 EG1010                          STATION RECOVERY (2005)
 EG1010
 EG1010'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 EG1010'RECOVERED IN GOOD CONDITION.
 EG1010
 EG1010                          STATION RECOVERY (2008)
 EG1010
 EG1010'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1047 ***********************************************************************
 EG1047  DESIGNATION -  C 33
 EG1047  PID         -  EG1047
 EG1047  STATE/COUNTY-  MS/LAFAYETTE
 EG1047  USGS QUAD   -  DENMARK (1980)
 EG1047
 EG1047                         *CURRENT SURVEY CONTROL
 EG1047  ___________________________________________________________________
 EG1047* NAD 83(2007)-  34 16 05.39636(N)    089 21 29.73098(W)     NO CHECK  
 EG1047* NAVD 88     -       104.053  (meters)     341.38   (feet)  ADJUSTED  
 EG1047  ___________________________________________________________________
 EG1047  EPOCH DATE  -        2002.00
 EG1047  X           -      59,099.667 (meters)                     COMP
 EG1047  Y           -  -5,276,299.630 (meters)                     COMP
 EG1047  Z           -   3,571,111.754 (meters)                     COMP
 EG1047  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 EG1047  ELLIP HEIGHT-          77.200 (meters)          (02/10/07) NO CHECK
 EG1047  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EG1047  DYNAMIC HT  -         103.950 (meters)     341.04  (feet)  COMP
 EG1047
 EG1047  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1047  Type    PID    Designation                      North   East  Ellip
 EG1047  -------------------------------------------------------------------
 EG1047  NETWORK EG1047 C 33                              1.45   1.37   6.02
 EG1047  -------------------------------------------------------------------
 EG1047  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EG1047
 EG1047  VERT ORDER  -  SECOND    CLASS 0
 EG1047
 EG1047.The horizontal coordinates were established by GPS observations
 EG1047.and adjusted by the National Geodetic Survey in February 2007.
 EG1047
 EG1047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1047.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1047.No horizontal observational check was made to the station.
 EG1047.The horizontal coordinates are valid at the epoch date displayed above.
 EG1047.The epoch date for horizontal control is a decimal equivalence
 EG1047.of Year/Month/Day.
 EG1047
 EG1047.The orthometric height was determined by differential leveling
 EG1047.and adjusted in June 1991.
 EG1047
 EG1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1047
 EG1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1047
 EG1047.The ellipsoidal height was determined by GPS observations
 EG1047.and is referenced to NAD 83.
 EG1047
 EG1047.The geoid height was determined by GEOID03.
 EG1047
 EG1047.The dynamic height is computed by dividing the NAVD 88
 EG1047.geopotential number by the normal gravity value computed on the
 EG1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1047.degrees latitude (g = 980.6199 gals.).
 EG1047
 EG1047.The modeled gravity was interpolated from observed gravity values.
 EG1047
 EG1047;                    North         East     Units Scale Factor Converg.
 EG1047;SPC MS E     -   528,816.641   251,659.981   MT  0.99997879   -0 17 44.1
 EG1047;SPC MS E     - 1,734,959.26    825,654.45   sFT  0.99997879   -0 17 44.1
 EG1047;UTM  16      - 3,794,407.036   282,884.054   MT  1.00018110   -1 19 42.2
 EG1047
 EG1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1047!SPC MS E     -   0.99998788  x   0.99997879  =   0.99996667
 EG1047!UTM  16      -   0.99998788  x   1.00018110  =   1.00016898
 EG1047
 EG1047                          SUPERSEDED SURVEY CONTROL
 EG1047
 EG1047  ELLIP H (04/15/02)   77.231  (m)                       GP(       ) 4 2
 EG1047  NAD 83(1993)-  34 16 05.39613(N)    089 21 29.73112(W) AD(       ) 1
 EG1047  ELLIP H (02/15/02)   77.225  (m)                       GP(       ) 4 1
 EG1047  NAVD 88 (02/15/02)  104.05   (m)          341.4    (f) LEVELING    3  
 EG1047  NGVD 29 (??/??/92)  104.016  (m)          341.26   (f) ADJ UNCH    2 0
 EG1047
 EG1047.Superseded values are not recommended for survey control.
 EG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1047.See file dsdata.txt to determine how the superseded data were derived.
 EG1047
 EG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8288494407(NAD 83)
 EG1047_MARKER: DB = BENCH MARK DISK
 EG1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1047_SP_SET: LARGE CULVERT HEADWALL
 EG1047_STAMPING: C-33 1934
 EG1047_MARK LOGO: CGS   
 EG1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1047+STABILITY: SURFACE MOTION
 EG1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1047+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 EG1047
 EG1047  HISTORY     - Date     Condition        Report By
 EG1047  HISTORY     - 1934     MONUMENTED       CGS
 EG1047  HISTORY     - 1977     GOOD             MSHD
 EG1047  HISTORY     - 20000707 GOOD             NGS
 EG1047  HISTORY     - 20051105 GOOD             NGS
 EG1047  HISTORY     - 20080123 GOOD             MSDOT
 EG1047
 EG1047                          STATION DESCRIPTION
 EG1047
 EG1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1047'7.6 MI W FROM TOCCOPOLA.
 EG1047'7.6 MILES WEST OF CONSOLIDATED HIGH SCHOOL AT TOCCOPOLA ALONG STATE
 EG1047'HIGHWAY NO. 6 AT 12 FOOT CONCRETE, DUAL COMPARTMENT, BOX CULVERT. FARM
 EG1047'HOUSES, BOTH EAST AND WEST, NEARBY.  SET IN EAST END OF THE NORTH
 EG1047'CONCRETE HEADWALL.
 EG1047
 EG1047                          STATION RECOVERY (1977)
 EG1047
 EG1047'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1047'THE MARK IS LOCATED 11.1 MILES SOUTHEAST OF OXFORD IN A CULVERT AT
 EG1047'THE JUNCTION OF STATE HIGHWAY 331, 8.1 MILES WEST OF TOCCOPOLA, 7.3
 EG1047'MILES WEST ALONG STATE HIGHWAY 334 FROM THE LAFAYETTE-PONTOTOC COUNTY
 EG1047'LINE IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 25, T 9S, R
 EG1047'2W. IT IS 50 FEET WEST OF THE PROJECTED CENTER OF HIGHWAY 331, 12.5
 EG1047'FEET NORTH OF THE CENTER OF HIGHWAY 334 SET IN A DRILL HOLE, 1.5 FEET
 EG1047'WEST OF THE EAST END OF THE NORTH HEADWALL OF A 5 X 4 FOOT DOUBLE BOX
 EG1047'CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY. TO REACH FROM THE
 EG1047'COURTHOUSE IN OXFORD GO SOUTH ON LAMAR STREET FOR 0.15 MILE TO THE
 EG1047'INTERSECTION OF UNIVERSITY AVENUE. TURN LEFT AND GO EAST ON
 EG1047'UNIVERSITY AVENUE FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY
 EG1047'334. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 334 FOR 12 MILES TO THE
 EG1047'JUNCTION OF STATE HIGHWAY 331 ON THE RIGHT AND THE MARK ON THE LEFT.
 EG1047
 EG1047                          STATION RECOVERY (2000)
 EG1047
 EG1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1047'RECOVERED AS DESCRIBED.
 EG1047
 EG1047                          STATION RECOVERY (2005)
 EG1047
 EG1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CEH)
 EG1047'THE RECOVERY DATA WAS RIGHT ON THE MARK. ALTHOUGH SINCE THE MONUEMENT
 EG1047'WAS ON THE WING WALL OF A BRIDGE AND ON THE SIDE OF THE ROAD, IT HAS
 EG1047'BEEN ROUGHED UP A LITTE BIT BY ROAD GRADERS. IT IS STILL ABLE TO READ
 EG1047'AND EASY TO FIND.
 EG1047
 EG1047                          STATION RECOVERY (2008)
 EG1047
 EG1047'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2318 ***********************************************************************
 CP2318  DESIGNATION -  C 339
 CP2318  PID         -  CP2318
 CP2318  STATE/COUNTY-  MS/WARREN
 CP2318  USGS QUAD   -  VICKSBURG WEST (1962)
 CP2318
 CP2318                         *CURRENT SURVEY CONTROL
 CP2318  ___________________________________________________________________
 CP2318* NAD 83(1986)-  32 20 45.     (N)    090 52 43.     (W)     SCALED    
 CP2318* NAVD 88     -        72.549  (meters)     238.02   (feet)  ADJUSTED  
 CP2318  ___________________________________________________________________
 CP2318  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2318  DYNAMIC HT  -          72.465 (meters)     237.75  (feet)  COMP
 CP2318  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CP2318
 CP2318  VERT ORDER  -  FIRST     CLASS II
 CP2318
 CP2318.The horizontal coordinates were scaled from a topographic map and have
 CP2318.an estimated accuracy of +/- 6 seconds.
 CP2318
 CP2318.The orthometric height was determined by differential leveling
 CP2318.and adjusted in July 1994.
 CP2318
 CP2318.The geoid height was determined by GEOID03.
 CP2318
 CP2318.The dynamic height is computed by dividing the NAVD 88
 CP2318.geopotential number by the normal gravity value computed on the
 CP2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2318.degrees latitude (g = 980.6199 gals.).
 CP2318
 CP2318.The modeled gravity was interpolated from observed gravity values.
 CP2318
 CP2318;                    North         East    Units  Estimated Accuracy
 CP2318;SPC MS W     -   315,630.      648,670.      MT  (+/- 180 meters Scaled)
 CP2318
 CP2318                          SUPERSEDED SURVEY CONTROL
 CP2318
 CP2318  NAVD 88 (06/15/91)   72.547  (m)          238.01   (f) UNKNOWN     1 2
 CP2318  NGVD 29 (??/??/??)   72.579  (m)          238.12   (f) ADJUSTED    1 2
 CP2318
 CP2318.Superseded values are not recommended for survey control.
 CP2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2318.See file dsdata.txt to determine how the superseded data were derived.
 CP2318
 CP2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR996807(NAD 83)
 CP2318_MARKER: DV = VERTICAL CONTROL DISK
 CP2318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CP2318_SP_SET: BUILDING
 CP2318_STAMPING: C 339 1980
 CP2318_MARK LOGO: NGS   
 CP2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP2318+STABILITY: POSITION/ELEVATION WELL
 CP2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2318+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP2318
 CP2318  HISTORY     - Date     Condition        Report By
 CP2318  HISTORY     - 1980     MONUMENTED       NGS
 CP2318  HISTORY     - 1990     GOOD             USPSQD
 CP2318  HISTORY     - 19920203 GOOD             NGS
 CP2318  HISTORY     - 19920205 GOOD             NGS
 CP2318  HISTORY     - 20050319 GOOD             USPSQD
 CP2318
 CP2318                          STATION DESCRIPTION
 CP2318
 CP2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CP2318'IN VICKSBURG.
 CP2318'THE MARK IS 1 FT BELOW PARKING LOT.
 CP2318'IN VICKSBURG, AT THE FIRST BAPTIST CHURCH, 1607 CHERRY STREET, SET IN
 CP2318'THE FOUNDATION OF THE BUILDING, EAST OF THE SOUTH ENTRANCE DOOR TO THE
 CP2318'ENTRANCE TO THE CHAPLE OF THE SOUTH WING OF THE CHURCH, 88 FEET EAST
 CP2318'OF THE SOUTHWEST CORNER OF THE WING, 16 FEET EAST OF THE CENTER OF THE
 CP2318'SOUTH ENTRANCE DOOR, 14.3 FEET NORTH OF THE NORTH FACE OF A CONCRETE
 CP2318'BLOCK RETAINING WALL ON THE SOUTH SIDE OF AN ENTRANCE RAMP LEADING TO
 CP2318'THE BASEMENT, AND 0.4 FOOT SOUTH OF THE SOUTH FACE OF THE SOUTH WING
 CP2318'OF THE CHURCH.
 CP2318
 CP2318                          STATION RECOVERY (1990)
 CP2318
 CP2318'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP2318'RECOVERED IN GOOD CONDITION.
 CP2318
 CP2318                          STATION RECOVERY (1992)
 CP2318
 CP2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2318'IN VICKSBURG, IN THE SOUTHEAST CONCRETE FOUNDATION OF THE FIRST
 CP2318'BAPTIST CHURCH AT 1607 CHERRY STREET, 41.4 M (135.8 FT) EAST OF THE
 CP2318'CENTERLINE OF THE STREET, 14.8 M (48.6 FT) WEST OF THE CENTER OF THE
 CP2318'ENTRANCE TO THE CHURCH BASEMENT, 5.4 M (17.7 FT) EAST OF THE CENTER
 CP2318'OF THE ENTRANCE DOOR AT THE SOUTH WING OF THE CHURCH, 4.4 M
 CP2318'(14.4 FT) NORTH OF THE NORTH FACE OF A RETAINING WALL AT A PARKING
 CP2318'LOT, 0.2 M (0.7 FT) WEST OF THE EAST END OF THE FOUNDATION, AND 0.2 M
 CP2318'(0.7 FT) SOUTH OF THE SOUTH FACE OF THE CHURCH.
 CP2318
 CP2318                          STATION RECOVERY (1992)
 CP2318
 CP2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2318'IN VICKSBURG, IN THE SOUTHEAST CONCRETE FOUNDATION OF THE FIRST
 CP2318'BAPTIST CHURCH AT 1607 CHERRY STREET, 41.4 M (135.8 FT) EAST OF THE
 CP2318'CENTERLINE OF THE STREET, 14.8 M (48.6 FT) WEST OF THE CENTER OF THE
 CP2318'ENTRANCE TO THE CHURCH BASEMENT, 5.4 M (17.7 FT) EAST OF THE CENTER
 CP2318'OF THE ENTRANCE DOOR AT THE SOUTH WING OF THE CHURCH, 4.4 M
 CP2318'(14.4 FT) NORTH OF THE NORTH FACE OF A RETAINING WALL AT A PARKING
 CP2318'LOT, 0.2 M (0.7 FT) WEST OF THE EAST END OF THE FOUNDATION, AND 0.2 M
 CP2318'(0.7 FT) SOUTH OF THE SOUTH FACE OF THE CHURCH.
 CP2318
 CP2318                          STATION RECOVERY (2005)
 CP2318
 CP2318'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CP2318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0477 ***********************************************************************
 EG0477  DESIGNATION -  C 34
 EG0477  PID         -  EG0477
 EG0477  STATE/COUNTY-  MS/LEE
 EG0477  USGS QUAD   -  TUPELO (1982)
 EG0477
 EG0477                         *CURRENT SURVEY CONTROL
 EG0477  ___________________________________________________________________
 EG0477* NAD 83(1986)-  34 15 29.     (N)    088 42 18.     (W)     SCALED    
 EG0477* NAVD 88     -        87.990  (meters)     288.68   (feet)  ADJUSTED  
 EG0477  ___________________________________________________________________
 EG0477  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0477  DYNAMIC HT  -          87.902 (meters)     288.39  (feet)  COMP
 EG0477  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 EG0477
 EG0477  VERT ORDER  -  FIRST     CLASS II
 EG0477
 EG0477.The horizontal coordinates were scaled from a topographic map and have
 EG0477.an estimated accuracy of +/- 6 seconds.
 EG0477
 EG0477.The orthometric height was determined by differential leveling
 EG0477.and adjusted in June 1991.
 EG0477
 EG0477.The geoid height was determined by GEOID03.
 EG0477
 EG0477.The dynamic height is computed by dividing the NAVD 88
 EG0477.geopotential number by the normal gravity value computed on the
 EG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0477.degrees latitude (g = 980.6199 gals.).
 EG0477
 EG0477.The modeled gravity was interpolated from observed gravity values.
 EG0477
 EG0477;                    North         East    Units  Estimated Accuracy
 EG0477;SPC MS E     -   527,580.      311,820.      MT  (+/- 180 meters Scaled)
 EG0477
 EG0477                          SUPERSEDED SURVEY CONTROL
 EG0477
 EG0477  NGVD 29 (??/??/92)   87.951  (m)          288.55   (f) ADJ UNCH    1 2
 EG0477
 EG0477.Superseded values are not recommended for survey control.
 EG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0477.See file dsdata.txt to determine how the superseded data were derived.
 EG0477
 EG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC430920(NAD 83)
 EG0477_MARKER: DB = BENCH MARK DISK
 EG0477_SETTING: 66 = SET IN ROCK OUTCROP
 EG0477_SP_SET: LIMESTONE
 EG0477_STAMPING: C 34 1934
 EG0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG0477+STABILITY: POSITION/ELEVATION WELL
 EG0477
 EG0477  HISTORY     - Date     Condition        Report By
 EG0477  HISTORY     - 1934     MONUMENTED       CGS
 EG0477  HISTORY     - 1962     GOOD             MSHD
 EG0477  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0477
 EG0477                          STATION DESCRIPTION
 EG0477
 EG0477'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0477'IN TUPELO.
 EG0477'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE ON MAIN STREET, AT
 EG0477'THE SOUTH ENTRANCE TO THE POST OFFICE IN THE CENTER OF THE TOP OF THE
 EG0477'WEST LIMESTONE BALUSTRADE AND 16 INCHES NORTH OF A LAMP POST AND 3
 EG0477'FEET ABOVE THE LEVEL OF THE GROUND.
 EG0477
 EG0477                          STATION RECOVERY (1983)
 EG0477
 EG0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0477'NOT RECOVERED, THIS MARK IS ASSUMED TO BE DESTROYED, WAS REPLACED WITH
 EG0477'C 34 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0478 ***********************************************************************
 EG0478  DESIGNATION -  C 34 RESET 1964
 EG0478  PID         -  EG0478
 EG0478  STATE/COUNTY-  MS/LEE
 EG0478  USGS QUAD   -  TUPELO (1982)
 EG0478
 EG0478                         *CURRENT SURVEY CONTROL
 EG0478  ___________________________________________________________________
 EG0478* NAD 83(1986)-  34 15 26.     (N)    088 42 20.     (W)     SCALED    
 EG0478* NAVD 88     -        88.415  (meters)     290.07   (feet)  ADJUSTED  
 EG0478  ___________________________________________________________________
 EG0478  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0478  DYNAMIC HT  -          88.326 (meters)     289.78  (feet)  COMP
 EG0478  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 EG0478
 EG0478  VERT ORDER  -  FIRST     CLASS II
 EG0478
 EG0478.The horizontal coordinates were scaled from a topographic map and have
 EG0478.an estimated accuracy of +/- 6 seconds.
 EG0478
 EG0478.The orthometric height was determined by differential leveling
 EG0478.and adjusted in June 1991.
 EG0478
 EG0478.The geoid height was determined by GEOID03.
 EG0478
 EG0478.The dynamic height is computed by dividing the NAVD 88
 EG0478.geopotential number by the normal gravity value computed on the
 EG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0478.degrees latitude (g = 980.6199 gals.).
 EG0478
 EG0478.The modeled gravity was interpolated from observed gravity values.
 EG0478
 EG0478;                    North         East    Units  Estimated Accuracy
 EG0478;SPC MS E     -   527,490.      311,770.      MT  (+/- 180 meters Scaled)
 EG0478
 EG0478                          SUPERSEDED SURVEY CONTROL
 EG0478
 EG0478  NGVD 29 (??/??/92)   88.358  (m)          289.89   (f) ADJ UNCH    1 2
 EG0478
 EG0478.Superseded values are not recommended for survey control.
 EG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0478.See file dsdata.txt to determine how the superseded data were derived.
 EG0478
 EG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC429919(NAD 83)
 EG0478_MARKER: DB = BENCH MARK DISK
 EG0478_SETTING: 66 = SET IN ROCK OUTCROP
 EG0478_SP_SET: SET IN ROCK OUTCROP
 EG0478_STAMPING: C 34 RESET 1964
 EG0478_MARK LOGO: CGS   
 EG0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG0478+STABILITY: POSITION/ELEVATION WELL
 EG0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0478+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 EG0478
 EG0478  HISTORY     - Date     Condition        Report By
 EG0478  HISTORY     - 1964     MONUMENTED       CGS
 EG0478  HISTORY     - 1965     GOOD             MSHD
 EG0478  HISTORY     - 1983     GOOD             NGS
 EG0478  HISTORY     - 20070401 GOOD             MSSU
 EG0478
 EG0478                          STATION DESCRIPTION
 EG0478
 EG0478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0478'IN TUPELO.
 EG0478'THE MARK IS LOCATED IN THE CHANCERY COURT BUILDING (THE OLD POST
 EG0478'OFFICE BUILDING) ON MAIN STREET IN TUPELO.  THE MARK IS A DISK SET IN
 EG0478'CEMENT IN A DRILLED HOLE.  IT IS 10 FEET EAST OF THE SOUTH WEST CORNER
 EG0478'OF THE BUILDING, 27 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO
 EG0478'THE BUILDING, BETWEEN THE FIRST TWO BRICK PILLARS EAST OF THE
 EG0478'SOUTHWEST CORNER OF THE BUILDING, SET ON LIMESTONE LEDGE AND 3 FOOT
 EG0478'ABOVE THE GROUND.
 EG0478
 EG0478                          STATION RECOVERY (1983)
 EG0478
 EG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0478'RECOVERED IN GOOD CONDITION.
 EG0478
 EG0478                          STATION RECOVERY (2007)
 EG0478
 EG0478'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (JHA)
 EG0478'THE BENCHMARK IS NOT LOCATED AT THE NEW CHANCERY COURT, BUT INSTEAD IT
 EG0478'IS THE COMMUNITY DEVELOPMENT FOUNDATION BUILDING INSTEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1330 ***********************************************************************
 EG1330  DESIGNATION -  C 342
 EG1330  PID         -  EG1330
 EG1330  STATE/COUNTY-  MS/TISHOMINGO
 EG1330  USGS QUAD   -  IUKA (1984)
 EG1330
 EG1330                         *CURRENT SURVEY CONTROL
 EG1330  ___________________________________________________________________
 EG1330* NAD 83(1986)-  34 46 48.     (N)    088 09 08.     (W)     SCALED    
 EG1330* NAVD 88     -       150.633  (meters)     494.20   (feet)  ADJUSTED  
 EG1330  ___________________________________________________________________
 EG1330  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1330  DYNAMIC HT  -         150.489 (meters)     493.73  (feet)  COMP
 EG1330  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 EG1330
 EG1330  VERT ORDER  -  FIRST     CLASS II
 EG1330
 EG1330.The horizontal coordinates were scaled from a topographic map and have
 EG1330.an estimated accuracy of +/- 6 seconds.
 EG1330
 EG1330.The orthometric height was determined by differential leveling
 EG1330.and adjusted in June 1991.
 EG1330
 EG1330.The geoid height was determined by GEOID03.
 EG1330
 EG1330.The dynamic height is computed by dividing the NAVD 88
 EG1330.geopotential number by the normal gravity value computed on the
 EG1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1330.degrees latitude (g = 980.6199 gals.).
 EG1330
 EG1330.The modeled gravity was interpolated from observed gravity values.
 EG1330
 EG1330;                    North         East    Units  Estimated Accuracy
 EG1330;SPC MS E     -   585,680.      362,340.      MT  (+/- 180 meters Scaled)
 EG1330
 EG1330                          SUPERSEDED SURVEY CONTROL
 EG1330
 EG1330.No superseded survey control is available for this station.
 EG1330
 EG1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD945492(NAD 83)
 EG1330_MARKER: I = METAL ROD
 EG1330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1330_SP_SET: STAINLESS STEEL ROD
 EG1330_STAMPING: C 342 1983
 EG1330_MARK LOGO: NGS   
 EG1330_PROJECTION: FLUSH
 EG1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1330_ROD/PIPE-DEPTH: 3.65 meters
 EG1330
 EG1330  HISTORY     - Date     Condition        Report By
 EG1330  HISTORY     - 1983     MONUMENTED       NGS
 EG1330
 EG1330                          STATION DESCRIPTION
 EG1330
 EG1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1330'6.0 KM (3.7 MI) EAST FROM IUKA.
 EG1330'6.0 KM (3.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1330'STATE HIGHWAY 25 IN IUKA, SET AT A WOODEN RIGHT-OF-WAY MARKER,
 EG1330'14.20 METERS (46.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EG1330'29.14 METERS (95.6 FT) SOUTHWEST OF POWERLINE POLE NUMBER 15 WITH
 EG1330'TRANSFORMER, 10.97 METERS (36.0 FT) NORTHWEST OF A LARGE TREE, AND
 EG1330'1.40 METERS (4.6 FT) SOUTH OF THE RIGHT-OF-WAY MARKER.  NOTE, THE ROD
 EG1330'WAS DRIVEN TO REFUSAL.
 EG1330'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 EG1330'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1358 ***********************************************************************
 EG1358  DESIGNATION -  C 343
 EG1358  PID         -  EG1358
 EG1358  STATE/COUNTY-  MS/ALCORN
 EG1358  USGS QUAD   -  CORINTH (1982)
 EG1358
 EG1358                         *CURRENT SURVEY CONTROL
 EG1358  ___________________________________________________________________
 EG1358* NAD 83(1986)-  34 53 52.     (N)    088 32 50.     (W)     SCALED    
 EG1358* NAVD 88     -       126.715  (meters)     415.73   (feet)  ADJUSTED  
 EG1358  ___________________________________________________________________
 EG1358  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1358  DYNAMIC HT  -         126.594 (meters)     415.33  (feet)  COMP
 EG1358  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG1358
 EG1358  VERT ORDER  -  FIRST     CLASS II
 EG1358
 EG1358.The horizontal coordinates were scaled from a topographic map and have
 EG1358.an estimated accuracy of +/- 6 seconds.
 EG1358
 EG1358.The orthometric height was determined by differential leveling
 EG1358.and adjusted in June 1991.
 EG1358
 EG1358.The geoid height was determined by GEOID03.
 EG1358
 EG1358.The dynamic height is computed by dividing the NAVD 88
 EG1358.geopotential number by the normal gravity value computed on the
 EG1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1358.degrees latitude (g = 980.6199 gals.).
 EG1358
 EG1358.The modeled gravity was interpolated from observed gravity values.
 EG1358
 EG1358;                    North         East    Units  Estimated Accuracy
 EG1358;SPC MS E     -   598,570.      326,150.      MT  (+/- 180 meters Scaled)
 EG1358
 EG1358                          SUPERSEDED SURVEY CONTROL
 EG1358
 EG1358.No superseded survey control is available for this station.
 EG1358
 EG1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD586627(NAD 83)
 EG1358_MARKER: I = METAL ROD
 EG1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1358_SP_SET: STAINLESS STEEL ROD
 EG1358_STAMPING: C 343 1983
 EG1358_MARK LOGO: NGS   
 EG1358_PROJECTION: FLUSH
 EG1358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1358_ROD/PIPE-DEPTH: 8.53 meters
 EG1358
 EG1358  HISTORY     - Date     Condition        Report By
 EG1358  HISTORY     - 1983     MONUMENTED       NGS
 EG1358  HISTORY     - 19970501 GOOD             USE
 EG1358
 EG1358                          STATION DESCRIPTION
 EG1358
 EG1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1358'3.8 KM (2.35 MI) SOUTH FROM CORINTH.
 EG1358'3.8 KM (2.35 MI) SOUTH ALONG OLD U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG1358'U.S. HIGHWAY 72 AND TATE STREET IN CORINTH, AT THE JUNCTION OF NEW U.S
 EG1358'HIGHWAY 45, ALSO 3.7 KM (2.3 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 EG1358'U.S. HIGHWAY 72 OVERPASS ON THE WEST EDGE OF CORINTH, 37.20 METERS
 EG1358'(122.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 45 (NORTH-SOUTH),
 EG1358'20.88 METERS (68.5 FT) NORTH OF THE CENTER OF (OLD) U.S. HIGHWAY 45
 EG1358'RUNNING EAST-WEST AT JUNCTION, 15.06 METERS (49.4 FT) SOUTH OF A LARGE
 EG1358'TREE, AND 1.52 METERS (5.0 FT) SOUTH OF A DOUBLE TRUNKED TREE.  NOTE,
 EG1358'ROD ANCHORED.
 EG1358'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 EG1358'THE MARK IS 0.6 M ABOVE HIGHWAY.
 EG1358
 EG1358                          STATION RECOVERY (1997)
 EG1358
 EG1358'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 EG1358'NEW DESCRIPTION- 2.35 MI (3.78 KM) SOUTH ALONG OLD US 45 -TATE ST-
 EG1358'FROM THE JUNCTION WITH US HIGHWAY 72 TO MARK ON RIGHT.  MARK IS 173.0
 EG1358'FT (52.7 M) WEST OF CENTERLINE OLD US 45, 54.0 FT (16.5 M) NW OF SMALL
 EG1358'PERSON POLE WITH GUYWIRE, 194.0 FT (59.1 M) NE OF NE CORNER OF BRICK
 EG1358'-WELCOME TO CORINTH MONUMENT, 50.0 FT (15.2 M) SE OF E SUPPORT BERAM
 EG1358'OF A BILLBOARD, 5.0 FT (1.5 M) S OF A TWIN 36 INCH WILLOW OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1347 ***********************************************************************
 EG1347  DESIGNATION -  C 344
 EG1347  PID         -  EG1347
 EG1347  STATE/COUNTY-  MS/ALCORN
 EG1347  USGS QUAD   -  GLENS (1991)
 EG1347
 EG1347                         *CURRENT SURVEY CONTROL
 EG1347  ___________________________________________________________________
 EG1347* NAD 83(1986)-  34 52 00.     (N)    088 25 22.     (W)     SCALED    
 EG1347* NAVD 88     -       166.710  (meters)     546.95   (feet)  ADJUSTED  
 EG1347  ___________________________________________________________________
 EG1347  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1347  DYNAMIC HT  -         166.552 (meters)     546.43  (feet)  COMP
 EG1347  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 EG1347
 EG1347  VERT ORDER  -  FIRST     CLASS II
 EG1347
 EG1347.The horizontal coordinates were scaled from a topographic map and have
 EG1347.an estimated accuracy of +/- 6 seconds.
 EG1347
 EG1347.The orthometric height was determined by differential leveling
 EG1347.and adjusted in June 1991.
 EG1347
 EG1347.The geoid height was determined by GEOID03.
 EG1347
 EG1347.The dynamic height is computed by dividing the NAVD 88
 EG1347.geopotential number by the normal gravity value computed on the
 EG1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1347.degrees latitude (g = 980.6199 gals.).
 EG1347
 EG1347.The modeled gravity was interpolated from observed gravity values.
 EG1347
 EG1347;                    North         East    Units  Estimated Accuracy
 EG1347;SPC MS E     -   595,160.      337,540.      MT  (+/- 180 meters Scaled)
 EG1347
 EG1347                          SUPERSEDED SURVEY CONTROL
 EG1347
 EG1347.No superseded survey control is available for this station.
 EG1347
 EG1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD699591(NAD 83)
 EG1347_MARKER: I = METAL ROD
 EG1347_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EG1347_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EG1347_STAMPING: C 344 1983
 EG1347_MARK LOGO: NGS   
 EG1347_PROJECTION: RECESSED 3 CENTIMETERS
 EG1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1347+STABILITY: POSITION/ELEVATION WELL
 EG1347_ROD/PIPE-DEPTH: 21.9 meters
 EG1347_SLEEVE-DEPTH  : 6.09 meters
 EG1347
 EG1347  HISTORY     - Date     Condition        Report By
 EG1347  HISTORY     - 1983     MONUMENTED       NGS
 EG1347
 EG1347                          STATION DESCRIPTION
 EG1347
 EG1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1347'9.9 KM (6.15 MI) WEST FROM BURNSVILLE.
 EG1347'9.9 KM (6.15 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE
 EG1347'ROUTE 365 IN BURNSVILLE, SET IN THE FRONT LAWN AND AT ABOUT THE CENTER
 EG1347'ONE OF THREE PICTURE WINDOWS AT THE NORTH END OF THE GLENDALE BAPTIST
 EG1347'CHURCH, 72.84 METERS (239.0 FT) SOUTHWEST OF THE CENTER OF THE
 EG1347'HIGHWAY, 64.31 METERS (211.0 FT) WEST-SOUTHWEST OF BENCH MARK U 342,
 EG1347'6.18 METERS (20.3 FT) EAST OF THE NORTHWEST CORNER OF THE CHURCH,
 EG1347'5.64 METERS (18.5 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 EG1347'CHURCH, 1.92 METERS (6.3 FT) NORTHEAST OF THE NORTHEAST FACE, AND
 EG1347'8.53 METERS (28.0 FT) WEST-SOUTHWEST OF A LIGHT IN THE LAWN.
 EG1347'THE MARK IS 1.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2530 ***********************************************************************
 EH2530  DESIGNATION -  C 345
 EH2530  PID         -  EH2530
 EH2530  STATE/COUNTY-  MS/COAHOMA
 EH2530  USGS QUAD   -  MOON LAKE (1964)
 EH2530
 EH2530                         *CURRENT SURVEY CONTROL
 EH2530  ___________________________________________________________________
 EH2530* NAD 83(1986)-  34 26 42.     (N)    090 33 00.     (W)     SCALED    
 EH2530* NAVD 88     -        63.700  (meters)     208.99   (feet)  ADJUSTED  
 EH2530  ___________________________________________________________________
 EH2530  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2530  DYNAMIC HT  -          63.638 (meters)     208.79  (feet)  COMP
 EH2530  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EH2530
 EH2530  VERT ORDER  -  FIRST     CLASS II
 EH2530
 EH2530.The horizontal coordinates were scaled from a topographic map and have
 EH2530.an estimated accuracy of +/- 6 seconds.
 EH2530
 EH2530.The orthometric height was determined by differential leveling
 EH2530.and adjusted in June 1991.
 EH2530
 EH2530.The geoid height was determined by GEOID03.
 EH2530
 EH2530.The dynamic height is computed by dividing the NAVD 88
 EH2530.geopotential number by the normal gravity value computed on the
 EH2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2530.degrees latitude (g = 980.6199 gals.).
 EH2530
 EH2530.The modeled gravity was interpolated from observed gravity values.
 EH2530
 EH2530;                    North         East    Units  Estimated Accuracy
 EH2530;SPC MS W     -   548,330.      680,090.      MT  (+/- 180 meters Scaled)
 EH2530
 EH2530                          SUPERSEDED SURVEY CONTROL
 EH2530
 EH2530  NGVD 29 (??/??/??)   63.748  (m)          209.15   (f) ADJUSTED    1 2
 EH2530
 EH2530.Superseded values are not recommended for survey control.
 EH2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2530.See file dsdata.txt to determine how the superseded data were derived.
 EH2530
 EH2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU250142(NAD 83)
 EH2530_MARKER: I = METAL ROD
 EH2530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2530_SP_SET: STAINLESS STEEL ROD
 EH2530_STAMPING: C 345 1983
 EH2530_MARK LOGO: NGS   
 EH2530_PROJECTION: FLUSH
 EH2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2530+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2530_ROD/PIPE-DEPTH: 23.2 meters
 EH2530
 EH2530  HISTORY     - Date     Condition        Report By
 EH2530  HISTORY     - 1983     MONUMENTED       NGS
 EH2530  HISTORY     - 20030610 GOOD             USACE
 EH2530
 EH2530                          STATION DESCRIPTION
 EH2530
 EH2530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2530'12.6 KM (7.8 MI) SW FROM LULA.
 EH2530'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2530'SCHOOL IN LULA, THENCE 5.2 KM (3.2 MI) SOUTH ALONG THE NEW LEVEE, AT
 EH2530'MILEPOST 61/62, SET BETWEEN TWO WITNESS POSTS, 3.66 METERS (12.0 FT)
 EH2530'EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 1.52 METERS
 EH2530'(5.0 FT) WEST OF CONCRETE MILE MARKER POST 61/62.  NOTE, ROD DRIVEN TO
 EH2530'GRADUAL REFUSAL.
 EH2530'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 EH2530'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2530
 EH2530                          STATION RECOVERY (2003)
 EH2530
 EH2530'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2559 ***********************************************************************
 EH2559  DESIGNATION -  C 346
 EH2559  PID         -  EH2559
 EH2559  STATE/COUNTY-  MS/COAHOMA
 EH2559  USGS QUAD   -  SHERARD (1967)
 EH2559
 EH2559                         *CURRENT SURVEY CONTROL
 EH2559  ___________________________________________________________________
 EH2559* NAD 83(1986)-  34 11 04.     (N)    090 44 40.     (W)     SCALED    
 EH2559* NAVD 88     -        58.875  (meters)     193.16   (feet)  ADJUSTED  
 EH2559  ___________________________________________________________________
 EH2559  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH2559  DYNAMIC HT  -          58.817 (meters)     192.97  (feet)  COMP
 EH2559  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EH2559
 EH2559  VERT ORDER  -  FIRST     CLASS II
 EH2559
 EH2559.The horizontal coordinates were scaled from a topographic map and have
 EH2559.an estimated accuracy of +/- 6 seconds.
 EH2559
 EH2559.The orthometric height was determined by differential leveling
 EH2559.and adjusted in June 1991.
 EH2559
 EH2559.The geoid height was determined by GEOID03.
 EH2559
 EH2559.The dynamic height is computed by dividing the NAVD 88
 EH2559.geopotential number by the normal gravity value computed on the
 EH2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2559.degrees latitude (g = 980.6199 gals.).
 EH2559
 EH2559.The modeled gravity was interpolated from observed gravity values.
 EH2559
 EH2559;                    North         East    Units  Estimated Accuracy
 EH2559;SPC MS W     -   519,480.      662,100.      MT  (+/- 180 meters Scaled)
 EH2559
 EH2559                          SUPERSEDED SURVEY CONTROL
 EH2559
 EH2559  NGVD 29 (??/??/??)   58.948  (m)          193.40   (f) ADJUSTED    1 2
 EH2559
 EH2559.Superseded values are not recommended for survey control.
 EH2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2559.See file dsdata.txt to determine how the superseded data were derived.
 EH2559
 EH2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT078849(NAD 83)
 EH2559_MARKER: I = METAL ROD
 EH2559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2559_SP_SET: STAINLESS STEEL ROD
 EH2559_STAMPING: C 346 1983
 EH2559_MARK LOGO: NGS   
 EH2559_PROJECTION: RECESSED 6 CENTIMETERS
 EH2559_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2559+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH2559_ROD/PIPE-DEPTH: 25.6 meters
 EH2559
 EH2559  HISTORY     - Date     Condition        Report By
 EH2559  HISTORY     - 1983     MONUMENTED       NGS
 EH2559  HISTORY     - 19920123 GOOD             NGS
 EH2559  HISTORY     - 20030623 GOOD             USACE
 EH2559
 EH2559                          STATION DESCRIPTION
 EH2559
 EH2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2559'7.5 KM (4.65 MI) NORTH FROM RENA LARA.
 EH2559'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2559'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2559'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2559'TOP OF THE LEVEE, THENCE 6.85 KM (4.25 MI) NORTH ALONG THE TOP OF THE
 EH2559'LEVEE, SET ON THE CREST OF THE LEVEE BY MILEPOST 87/88, 0.25 KM
 EH2559'(0.15 MI) NORTH OF A METAL CATTLE GUARD AND CROSS FENCE, ALSO 0.25 KM
 EH2559'(0.15 MI) SOUTH OF A ROAD LEADING SOUTHEAST OFF THE THE LEVEE TO AN
 EH2559'ASPHALT ROAD, 3.35 METERS (11.0 FT) SOUTHEAST OF THE CENTER OF THE
 EH2559'LEVEE ROAD, AND 2.43 METERS (8.0 FT) NORTH-NORTHWEST OF MILEPOST
 EH2559'87/88.
 EH2559'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 EH2559
 EH2559                          STATION RECOVERY (1992)
 EH2559
 EH2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2559'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2559'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH2559'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI)
 EH2559'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER
 EH2559'LEVEE, 0.2 KM (0.10 MI) NORTHEAST OF A CATTLE GUARD, 3.7 M (12.1 FT)
 EH2559'SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 2.4 M (7.9 FT) NORTH OF
 EH2559'LEVEE MARKER 87-88, 0.6 M (2.0 FT) SOUTHWEST OF A VERTICAL 6-INCH
 EH2559'STEEL POST, AND 0.5 M (1.6 FT) NORTHEAST OF A VERTICAL 6-INCH STEEL
 EH2559'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2559
 EH2559                          STATION RECOVERY (2003)
 EH2559
 EH2559'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2464 ***********************************************************************
 EH2464  DESIGNATION -  C 348
 EH2464  PID         -  EH2464
 EH2464  STATE/COUNTY-  MS/DE SOTO
 EH2464  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2464
 EH2464                         *CURRENT SURVEY CONTROL
 EH2464  ___________________________________________________________________
 EH2464* NAD 83(2007)-  34 58 29.15154(N)    090 10 13.03806(W)     ADJUSTED  
 EH2464* NAVD 88     -        71.559  (meters)     234.77   (feet)  ADJUSTED  
 EH2464  ___________________________________________________________________
 EH2464  EPOCH DATE  -        2002.00
 EH2464  X           -     -15,550.168 (meters)                     COMP
 EH2464  Y           -  -5,232,045.320 (meters)                     COMP
 EH2464  Z           -   3,635,598.590 (meters)                     COMP
 EH2464  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EH2464  ELLIP HEIGHT-          44.272 (meters)          (02/10/07) ADJUSTED
 EH2464  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EH2464  DYNAMIC HT  -          71.493 (meters)     234.56  (feet)  COMP
 EH2464
 EH2464  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH2464  Type    PID    Designation                      North   East  Ellip
 EH2464  -------------------------------------------------------------------
 EH2464  NETWORK EH2464 C 348                             1.61   1.18   2.55
 EH2464  -------------------------------------------------------------------
 EH2464  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 EH2464
 EH2464  VERT ORDER  -  FIRST     CLASS II
 EH2464
 EH2464.The horizontal coordinates were established by GPS observations
 EH2464.and adjusted by the National Geodetic Survey in February 2007.
 EH2464
 EH2464.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2464.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2464.The horizontal coordinates are valid at the epoch date displayed above.
 EH2464.The epoch date for horizontal control is a decimal equivalence
 EH2464.of Year/Month/Day.
 EH2464
 EH2464.The orthometric height was determined by differential leveling
 EH2464.and adjusted in June 1991.
 EH2464
 EH2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2464
 EH2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2464
 EH2464.The ellipsoidal height was determined by GPS observations
 EH2464.and is referenced to NAD 83.
 EH2464
 EH2464.The geoid height was determined by GEOID03.
 EH2464
 EH2464.The dynamic height is computed by dividing the NAVD 88
 EH2464.geopotential number by the normal gravity value computed on the
 EH2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2464.degrees latitude (g = 980.6199 gals.).
 EH2464
 EH2464.The modeled gravity was interpolated from observed gravity values.
 EH2464
 EH2464;                    North         East     Units Scale Factor Converg.
 EH2464;SPC MS W     -   607,085.757   714,887.909   MT  0.99995273   +0 05 36.5
 EH2464;SPC MS W     - 1,991,747.19  2,345,428.08   sFT  0.99995273   +0 05 36.5
 EH2464;UTM  15      - 3,873,902.949   758,331.419   MT  1.00042257   +1 37 22.6
 EH2464
 EH2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2464!SPC MS W     -   0.99999305  x   0.99995273  =   0.99994578
 EH2464!UTM  15      -   0.99999305  x   1.00042257  =   1.00041562
 EH2464
 EH2464                          SUPERSEDED SURVEY CONTROL
 EH2464
 EH2464  NAD 83(1993)-  34 58 29.15153(N)    090 10 13.03786(W) AD(       ) 1
 EH2464  ELLIP H (05/31/05)   44.260  (m)                       GP(       ) 4 2
 EH2464  NAVD 88 (05/31/05)   71.56   (m)          234.8    (f) LEVELING    3  
 EH2464  NGVD 29 (??/??/??)   71.549  (m)          234.74   (f) ADJUSTED    1 2
 EH2464
 EH2464.Superseded values are not recommended for survey control.
 EH2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2464.See file dsdata.txt to determine how the superseded data were derived.
 EH2464
 EH2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5833173903(NAD 83)
 EH2464_MARKER: I = METAL ROD
 EH2464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2464_SP_SET: STAINLESS STEEL ROD
 EH2464_STAMPING: C 348 1983
 EH2464_MARK LOGO: NGS   
 EH2464_PROJECTION: RECESSED 3 CENTIMETERS
 EH2464_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2464+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 EH2464_ROD/PIPE-DEPTH: 29.2 meters
 EH2464
 EH2464  HISTORY     - Date     Condition        Report By
 EH2464  HISTORY     - 1983     MONUMENTED       NGS
 EH2464  HISTORY     - 20030409 GOOD             USACE
 EH2464  HISTORY     - 20030701 GOOD             EMCINC
 EH2464
 EH2464                          STATION DESCRIPTION
 EH2464
 EH2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2464'6.3 KM (3.9 MI) NNW FROM WALLS.
 EH2464'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2464'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2464'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 2.6 KM (1.6 MI) WEST
 EH2464'ALONG THE GRAVEL ROAD ON THE LEVEE TO THE MARK AT MILEPOST NUMBER 2/3,
 EH2464'41.1 METERS (135.0 FT) SOUTH-SOUTHWEST OF AND ACROSS THE LEVEE FROM A
 EH2464'WOODEN CORNER FENCE POST (SLOPE MEASUREMENT), 4.1 METERS (13.5 FT)
 EH2464'SOUTHWEST OF THE CENTER OF THE ROAD, AND 1.8 METERS (6.0 FT) EAST OF
 EH2464'THE MILEPOST.  NOTE, DRIVING RATE EXCEEDED ONE MINUTE PER FOOT.
 EH2464'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 EH2464'THE MARK IS 0.26 M BELOW ROAD.
 EH2464
 EH2464                          STATION RECOVERY (2003)
 EH2464
 EH2464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2464'ACCESS COVER FLAP MISSING.
 EH2464
 EH2464                          STATION RECOVERY (2003)
 EH2464
 EH2464'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH2464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2498 ***********************************************************************
 EH2498  DESIGNATION -  C 349
 EH2498  PID         -  EH2498
 EH2498  STATE/COUNTY-  MS/TUNICA
 EH2498  USGS QUAD   -  COUNCIL (1991)
 EH2498
 EH2498                         *CURRENT SURVEY CONTROL
 EH2498  ___________________________________________________________________
 EH2498* NAD 83(1993)-  34 46 39.28761(N)    090 24 01.92024(W)     ADJUSTED  
 EH2498* NAVD 88     -        67.477  (meters)     221.38   (feet)  ADJUSTED  
 EH2498  ___________________________________________________________________
 EH2498  X           -     -36,662.559 (meters)                     COMP
 EH2498  Y           -  -5,244,445.697 (meters)                     COMP
 EH2498  Z           -   3,617,650.065 (meters)                     COMP
 EH2498  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 EH2498  ELLIP HEIGHT-          40.536 (meters)          (05/13/94) ADJUSTED
 EH2498  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2498  DYNAMIC HT  -          67.413 (meters)     221.17  (feet)  COMP
 EH2498  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EH2498
 EH2498  HORZ ORDER  -  FIRST
 EH2498  VERT ORDER  -  FIRST     CLASS II
 EH2498  ELLP ORDER  -  FOURTH    CLASS I
 EH2498
 EH2498.The horizontal coordinates were established by GPS observations
 EH2498.and adjusted by the National Geodetic Survey in May 1994.
 EH2498
 EH2498.The orthometric height was determined by differential leveling
 EH2498.and adjusted in June 1991.
 EH2498
 EH2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2498
 EH2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2498
 EH2498.The ellipsoidal height was determined by GPS observations
 EH2498.and is referenced to NAD 83.
 EH2498
 EH2498.The geoid height was determined by GEOID03.
 EH2498
 EH2498.The dynamic height is computed by dividing the NAVD 88
 EH2498.geopotential number by the normal gravity value computed on the
 EH2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2498.degrees latitude (g = 980.6199 gals.).
 EH2498
 EH2498.The modeled gravity was interpolated from observed gravity values.
 EH2498
 EH2498;                    North         East     Units Scale Factor Converg.
 EH2498;SPC MS W     -   585,201.459   693,849.183   MT  0.99995047   -0 02 18.0
 EH2498;SPC MS W     - 1,919,948.45  2,276,403.53   sFT  0.99995047   -0 02 18.0
 EH2498;UTM  15      - 3,851,457.114   737,874.439   MT  1.00029747   +1 29 00.3
 EH2498
 EH2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2498!SPC MS W     -   0.99999364  x   0.99995047  =   0.99994411
 EH2498!UTM  15      -   0.99999364  x   1.00029747  =   1.00029111
 EH2498
 EH2498                          SUPERSEDED SURVEY CONTROL
 EH2498
 EH2498  NAD 83(1993)-  34 46 39.28779(N)    090 24 01.92269(W) AD(       ) 1
 EH2498  NAD 83(1986)-  34 46 39.29663(N)    090 24 01.92019(W) AD(       ) 1
 EH2498  NAD 27      -  34 46 38.94115(N)    090 24 01.55981(W) AD(       ) 1
 EH2498  NGVD 29 (??/??/??)   67.495  (m)          221.44   (f) ADJUSTED    1 2
 EH2498
 EH2498.Superseded values are not recommended for survey control.
 EH2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2498.See file dsdata.txt to determine how the superseded data were derived.
 EH2498
 EH2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3787451457(NAD 83)
 EH2498_MARKER: I = METAL ROD
 EH2498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2498_SP_SET: STAINLESS STEEL ROD
 EH2498_STAMPING: C 349 1983
 EH2498_MARK LOGO: NGS   
 EH2498_PROJECTION: RECESSED 3 CENTIMETERS
 EH2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2498+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2498_ROD/PIPE-DEPTH: 31.6 meters
 EH2498
 EH2498  HISTORY     - Date     Condition        Report By
 EH2498  HISTORY     - 1983     MONUMENTED       NGS
 EH2498  HISTORY     - 1984     GOOD             NGS
 EH2498  HISTORY     - 1984     GOOD             NGS
 EH2498  HISTORY     - 20030604 GOOD             USACE
 EH2498  HISTORY     - 20080514 GOOD             MSDOT
 EH2498
 EH2498                          STATION DESCRIPTION
 EH2498
 EH2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2498'20.0 KM (12.45 MI) NORT FROM TUNICA.
 EH2498'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2498'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2498'CROWN OF THE LEVEE, THENCE 11.5 KM (7.15 MI) NORTHERLY ALONG THE TOP
 EH2498'OF THE LEVEE, AT MILE POST 29/30, 3.50 METERS (11.5 FT) EAST-SOUTHEAST
 EH2498'OF THE CENTER OF THE LEVEE ROAD, AND 2.13 METERS (7.0 FT)
 EH2498'WEST-NORTHWEST OF MILE POST 29/30.
 EH2498'THE MARK IS 0.36 METERS  N FROM A WITNESS POST.
 EH2498'THE MARK IS 0.15 M BELOW LEVEE ROAD.
 EH2498
 EH2498                          STATION RECOVERY (1984)
 EH2498
 EH2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2498'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST ROBINSONVILLE,
 EH2498'ABOUT 10.5 KM (6.5 MI) NORTH-NORTHWEST OF TUNICA, ALONG THE LEVEE AT
 EH2498'MILEPOST 29/30, IN THE SOUTHEAST 1/4 SECTION 31, T3S, R11W.
 EH2498'OWNERSHIP--YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF ENGINEER,
 EH2498'JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, PHONE (601) 624-4397.
 EH2498'
 EH2498'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE, GO WEST
 EH2498'ALONG A PAVED ROAD FOR 8.0 KM (4.95 MI) TO A FORK AT THE LEVEE
 EH2498'RIGHT-OF-WAY FENCE, KEEP RIGHT AND CONTINUE WEST ALONG A DIRT ROAD,
 EH2498'CROSSING A CATTLE GUARD, FOR 0.2 KM (0.1 MI) TO THE LEVEE ROAD, TURN
 EH2498'LEFT, SOUTH FOR 4.9 KM (3.05 MI) TO MILEPOST 29/30 AND THE STATION ON
 EH2498'THE LEFT. (TO REACH THE AZIMUTH MARK CONTINUE SOUTH ALONG THE LEVEE
 EH2498'ROAD FOR 0.7 KM (0.45 MI) TO A CATTLE GUARD AND THE STATION ON THE
 EH2498'LEFT AT THE TOE OF THE LEVEE) THE STATION IS SET BETWEEN TWO STEEL
 EH2498'BLADES PAINTED WHITE.
 EH2498'
 EH2498'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2498'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2498'STAMPED---C 349 1983--- LOCATED 3.51 METERS (11.5 FEET) ESE FROM THE
 EH2498'APPROXIMATE CENTER OF THE LEVEE ROAD AND 2.13 METERS
 EH2498'(70 FEET) WNW FROM MILEPOST 29/30.
 EH2498'
 EH2498'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2498'STEEL CLASS A ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2498'STAMPED---F 344 1983--- LOCATED 28.04 METERS (92.0 FEET) ENE FROM THE
 EH2498'CENTER OF A METAL CATTLE GUARD AND CENTER OF THE LEVEE ROAD, 12.04
 EH2498'METERS (39.5 FEET) WSW FROM THE CENTER OF A METAL GATE AT THE TOE OF
 EH2498'THE LEVEE, 1.22 METERS (4.0 FEET) NNW FROM A WIRE FENCE AND WITNESS
 EH2498'POST, AND 0.4 METER (1.3 FEET) WSW FROM A WITNESS POST.
 EH2498'
 EH2498'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2498'MISSISSIPPI, MAY-JUNE 1984.
 EH2498
 EH2498                          STATION RECOVERY (1984)
 EH2498
 EH2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2498'RECOVERED IN GOOD CONDITION.
 EH2498
 EH2498                          STATION RECOVERY (2003)
 EH2498
 EH2498'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2498'RECOVERED IN GOOD CONDITION.
 EH2498
 EH2498                          STATION RECOVERY (2008)
 EH2498
 EH2498'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1530 ***********************************************************************
 DJ1530  DESIGNATION -  C 350
 DJ1530  PID         -  DJ1530
 DJ1530  STATE/COUNTY-  MS/CLAY
 DJ1530  USGS QUAD   -  WEST POINT (1987)
 DJ1530
 DJ1530                         *CURRENT SURVEY CONTROL
 DJ1530  ___________________________________________________________________
 DJ1530* NAD 83(1986)-  33 35 05.     (N)    088 39 35.     (W)     SCALED    
 DJ1530* NAVD 88     -        60.043  (meters)     196.99   (feet)  ADJUSTED  
 DJ1530  ___________________________________________________________________
 DJ1530  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DJ1530  DYNAMIC HT  -          59.980 (meters)     196.78  (feet)  COMP
 DJ1530  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DJ1530
 DJ1530  VERT ORDER  -  FIRST     CLASS II
 DJ1530
 DJ1530.The horizontal coordinates were scaled from a topographic map and have
 DJ1530.an estimated accuracy of +/- 6 seconds.
 DJ1530
 DJ1530.The orthometric height was determined by differential leveling
 DJ1530.and adjusted in June 1991.
 DJ1530
 DJ1530.The geoid height was determined by GEOID03.
 DJ1530
 DJ1530.The dynamic height is computed by dividing the NAVD 88
 DJ1530.geopotential number by the normal gravity value computed on the
 DJ1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1530.degrees latitude (g = 980.6199 gals.).
 DJ1530
 DJ1530.The modeled gravity was interpolated from observed gravity values.
 DJ1530
 DJ1530;                    North         East    Units  Estimated Accuracy
 DJ1530;SPC MS E     -   452,900.      316,120.      MT  (+/- 180 meters Scaled)
 DJ1530
 DJ1530                          SUPERSEDED SURVEY CONTROL
 DJ1530
 DJ1530.No superseded survey control is available for this station.
 DJ1530
 DJ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC459173(NAD 83)
 DJ1530_MARKER: I = METAL ROD
 DJ1530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1530_SP_SET: STAINLESS STEEL ROD
 DJ1530_STAMPING: C 350 1983
 DJ1530_MARK LOGO: NGS   
 DJ1530_PROJECTION: RECESSED 3 CENTIMETERS
 DJ1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1530_ROD/PIPE-DEPTH: 6.7  meters
 DJ1530
 DJ1530  HISTORY     - Date     Condition        Report By
 DJ1530  HISTORY     - 1983     MONUMENTED       NGS
 DJ1530
 DJ1530                          STATION DESCRIPTION
 DJ1530
 DJ1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1530'3.2 KM (2.0 MI) SSW FROM WEST POINT.
 DJ1530'1.0 KM (0.65 MI) WEST ALONG WEST BROAD STREET FROM THE POLICE STATION
 DJ1530'(OLD POST OFFICE) IN WEST POINT, THENCE 2.1 KM (1.35 MI) SOUTH ALONG
 DJ1530'U.S. HIGHWAY 45 ALTERNATE, AT A SIDE ROAD LEADING WEST TO THE AIRPORT,
 DJ1530'18.2 METERS (60.0 FT) WEST OF THE CENTER OF THE HIGHWAY, 15.2 METERS
 DJ1530'(50.0 FT) SOUTH OF THE CENTER OF THE SIDE ROAD LEADING WEST TO THE
 DJ1530'AIRPORT, 6.2 METERS (20.4 FT) EAST OF THE CENTER OF THE EAST ENTRANCE
 DJ1530'TO THE FISHER MARINE COMPANY, 1.1 METERS (3.6 FT) WEST-SOUTHWEST OF A
 DJ1530'POWERLINE POLE, 10.9 METERS (36.0 FT) SOUTH-SOUTHWEST OF THE SOUTH END
 DJ1530'OF A METAL CULVERT UNDER THE ROAD LEADING WEST TO THE AIRPORT, AND
 DJ1530'2.6 METERS (8.5 FT) NORTH-NORTHWEST OF THE EAST END OF A CONCRETE
 DJ1530'CULVERT ROAD ENTRANCE TO THE FISHER MARINE COMPANY.  NOTE, ROD DRIVEN
 DJ1530'TO REFUSAL.
 DJ1530'THE MARK IS 1.0 METERS  WSW FROM A WITNESS POST.
 DJ1530'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1535 ***********************************************************************
 DJ1535  DESIGNATION -  C 352
 DJ1535  PID         -  DJ1535
 DJ1535  STATE/COUNTY-  MS/NOXUBEE
 DJ1535  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ1535
 DJ1535                         *CURRENT SURVEY CONTROL
 DJ1535  ___________________________________________________________________
 DJ1535* NAD 83(1986)-  33 16 16.     (N)    088 35 30.     (W)     SCALED    
 DJ1535* NAVD 88     -        87.534  (meters)     287.18   (feet)  ADJUSTED  
 DJ1535  ___________________________________________________________________
 DJ1535  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ1535  DYNAMIC HT  -          87.439 (meters)     286.87  (feet)  COMP
 DJ1535  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DJ1535
 DJ1535  VERT ORDER  -  FIRST     CLASS II
 DJ1535
 DJ1535.The horizontal coordinates were scaled from a topographic map and have
 DJ1535.an estimated accuracy of +/- 6 seconds.
 DJ1535
 DJ1535.The orthometric height was determined by differential leveling
 DJ1535.and adjusted in June 1991.
 DJ1535
 DJ1535.The geoid height was determined by GEOID03.
 DJ1535
 DJ1535.The dynamic height is computed by dividing the NAVD 88
 DJ1535.geopotential number by the normal gravity value computed on the
 DJ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1535.degrees latitude (g = 980.6199 gals.).
 DJ1535
 DJ1535.The modeled gravity was interpolated from observed gravity values.
 DJ1535
 DJ1535;                    North         East    Units  Estimated Accuracy
 DJ1535;SPC MS E     -   418,130.      322,510.      MT  (+/- 180 meters Scaled)
 DJ1535
 DJ1535                          SUPERSEDED SURVEY CONTROL
 DJ1535
 DJ1535.No superseded survey control is available for this station.
 DJ1535
 DJ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB517824(NAD 83)
 DJ1535_MARKER: I = METAL ROD
 DJ1535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1535_SP_SET: STAINLESS STEEL ROD
 DJ1535_STAMPING: C 352 1983
 DJ1535_MARK LOGO: NGS   
 DJ1535_PROJECTION: FLUSH
 DJ1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1535_ROD/PIPE-DEPTH: 1.50 meters
 DJ1535
 DJ1535  HISTORY     - Date     Condition        Report By
 DJ1535  HISTORY     - 1983     MONUMENTED       NGS
 DJ1535
 DJ1535                          STATION DESCRIPTION
 DJ1535
 DJ1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1535'4.6 KM (2.85 MI) SE FROM CRAWFORD.
 DJ1535'0.4 KM (0.25 MI) EAST ALONG A BLACKTOP STREET FROM THE POST OFFICE IN
 DJ1535'CRAWFORD, THENCE 4.0 KM (2.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 45
 DJ1535'ALTERNATE, THENCE 0.2 KM (0.1 MI) EAST ALONG A GRAVELED ROAD, AT A
 DJ1535'POWERLINE POLE AND POWERLINE CROSSING, 6.33 METERS (20.8 FT) NORTH OF
 DJ1535'THE CENTER OF THE GRAVELED ROAD, 10.48 METERS (34.4 FT) SOUTH OF A
 DJ1535'POWERLINE POLE WITH LINE RUNNING EAST-WEST, 5.02 METERS (16.5 FT)
 DJ1535'EAST-SOUTHEAST OF A POWERLINE POLE AT THE LINE CROSSING THE ROAD, AND
 DJ1535'0.3 METER (1.0 FT) SOUTH OF A FENCE LINE.  NOTE, THE ROD WAS DRIVEN TO
 DJ1535'ABSOLUTE REFUSAL AND ANCHORED AT THIS DEPTH.
 DJ1535'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 DJ1535'THE MARK IS 0.3 M BELOW GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1540 ***********************************************************************
 DJ1540  DESIGNATION -  C 353
 DJ1540  PID         -  DJ1540
 DJ1540  STATE/COUNTY-  MS/NOXUBEE
 DJ1540  USGS QUAD   -  MACON (1982)
 DJ1540
 DJ1540                         *CURRENT SURVEY CONTROL
 DJ1540  ___________________________________________________________________
 DJ1540* NAD 83(1986)-  33 06 21.     (N)    088 33 39.     (W)     SCALED    
 DJ1540* NAVD 88     -        60.434  (meters)     198.27   (feet)  ADJUSTED  
 DJ1540  ___________________________________________________________________
 DJ1540  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ1540  DYNAMIC HT  -          60.368 (meters)     198.06  (feet)  COMP
 DJ1540  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 DJ1540
 DJ1540  VERT ORDER  -  FIRST     CLASS II
 DJ1540
 DJ1540.The horizontal coordinates were scaled from a topographic map and have
 DJ1540.an estimated accuracy of +/- 6 seconds.
 DJ1540
 DJ1540.The orthometric height was determined by differential leveling
 DJ1540.and adjusted in June 1991.
 DJ1540
 DJ1540.The geoid height was determined by GEOID03.
 DJ1540
 DJ1540.The dynamic height is computed by dividing the NAVD 88
 DJ1540.geopotential number by the normal gravity value computed on the
 DJ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1540.degrees latitude (g = 980.6199 gals.).
 DJ1540
 DJ1540.The modeled gravity was interpolated from observed gravity values.
 DJ1540
 DJ1540;                    North         East    Units  Estimated Accuracy
 DJ1540;SPC MS E     -   399,810.      325,430.      MT  (+/- 180 meters Scaled)
 DJ1540
 DJ1540                          SUPERSEDED SURVEY CONTROL
 DJ1540
 DJ1540.No superseded survey control is available for this station.
 DJ1540
 DJ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB543641(NAD 83)
 DJ1540_MARKER: I = METAL ROD
 DJ1540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ1540_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DJ1540_STAMPING: C 353 1983
 DJ1540_MARK LOGO: NGS   
 DJ1540_PROJECTION: RECESSED 3 CENTIMETERS
 DJ1540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ1540+STABILITY: POSITION/ELEVATION WELL
 DJ1540_ROD/PIPE-DEPTH: 6.4  meters
 DJ1540_SLEEVE-DEPTH  : 6.09 meters
 DJ1540
 DJ1540  HISTORY     - Date     Condition        Report By
 DJ1540  HISTORY     - 1983     MONUMENTED       NGS
 DJ1540
 DJ1540                          STATION DESCRIPTION
 DJ1540
 DJ1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1540'IN MACON.
 DJ1540'IN MACON, AT THE NOXUBEE COUNTY COURTHOUSE, IN THE NORTHWEST CORNER OF
 DJ1540'THE LAWN, BY A FLAGPOLE, 10.05 METERS (33.0 FT) EAST OF THE EAST CURB
 DJ1540'OF U.S. HIGHWAY 45 BUSINESS ROUTE, 16.91 METERS (55.5 FT) SOUTH OF THE
 DJ1540'SOUTH CURB OF MONROE STREET, 19.66 METERS (64.5 FT) NORTHWEST OF THE
 DJ1540'NORTHWEST CORNER OF THE COURTHOUSE, 7.92 METERS (26.0 FT)
 DJ1540'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF
 DJ1540'CONFEDERATE DEAD MONUMENT, 2.74 METERS (9.0 FT) SOUTH OF THE FLAGPOLE,
 DJ1540'AND 10.67 METERS (35.0 FT) SOUTHEAST OF A FIRE HYDRANT.
 DJ1540'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1398 ***********************************************************************
 EG1398  DESIGNATION -  C 354
 EG1398  PID         -  EG1398
 EG1398  STATE/COUNTY-  MS/ALCORN
 EG1398  USGS QUAD   -  CORINTH (1982)
 EG1398
 EG1398                         *CURRENT SURVEY CONTROL
 EG1398  ___________________________________________________________________
 EG1398* NAD 83(2007)-  34 58 53.45216(N)    088 30 52.80919(W)     ADJUSTED  
 EG1398* NAVD 88     -       151.059  (meters)     495.60   (feet)  ADJUSTED  
 EG1398  ___________________________________________________________________
 EG1398  EPOCH DATE  -        2002.00
 EG1398  X           -     135,611.045 (meters)                     COMP
 EG1398  Y           -  -5,229,946.072 (meters)                     COMP
 EG1398  Z           -   3,636,257.553 (meters)                     COMP
 EG1398  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EG1398  ELLIP HEIGHT-         123.393 (meters)          (02/10/07) ADJUSTED
 EG1398  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1398  DYNAMIC HT  -         150.915 (meters)     495.13  (feet)  COMP
 EG1398
 EG1398  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1398  Type    PID    Designation                      North   East  Ellip
 EG1398  -------------------------------------------------------------------
 EG1398  NETWORK EG1398 C 354                             1.23   1.06   1.65
 EG1398  -------------------------------------------------------------------
 EG1398  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EG1398
 EG1398  VERT ORDER  -  FIRST     CLASS II
 EG1398
 EG1398.The horizontal coordinates were established by GPS observations
 EG1398.and adjusted by the National Geodetic Survey in February 2007.
 EG1398
 EG1398.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1398.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1398.The horizontal coordinates are valid at the epoch date displayed above.
 EG1398.The epoch date for horizontal control is a decimal equivalence
 EG1398.of Year/Month/Day.
 EG1398
 EG1398.The orthometric height was determined by differential leveling
 EG1398.and adjusted in June 1991.
 EG1398
 EG1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1398
 EG1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1398
 EG1398.The ellipsoidal height was determined by GPS observations
 EG1398.and is referenced to NAD 83.
 EG1398
 EG1398.The geoid height was determined by GEOID03.
 EG1398
 EG1398.The dynamic height is computed by dividing the NAVD 88
 EG1398.geopotential number by the normal gravity value computed on the
 EG1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1398.degrees latitude (g = 980.6199 gals.).
 EG1398
 EG1398.The modeled gravity was interpolated from observed gravity values.
 EG1398
 EG1398;                    North         East     Units Scale Factor Converg.
 EG1398;SPC MS E     -   607,868.830   329,095.401   MT  0.99996043   +0 10 57.7
 EG1398;SPC MS E     - 1,994,316.32  1,079,707.16   sFT  0.99996043   +0 10 57.7
 EG1398;UTM  16      - 3,872,040.922   361,747.286   MT  0.99983557   -0 52 06.7
 EG1398
 EG1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1398!SPC MS E     -   0.99998063  x   0.99996043  =   0.99994106
 EG1398!UTM  16      -   0.99998063  x   0.99983557  =   0.99981620
 EG1398
 EG1398                          SUPERSEDED SURVEY CONTROL
 EG1398
 EG1398  NAD 83(1993)-  34 58 53.45190(N)    088 30 52.80895(W) AD(       ) B
 EG1398  ELLIP H (04/05/04)  123.405  (m)                       GP(       ) 3 2
 EG1398  NAVD 88 (04/05/04)  151.06   (m)          495.6    (f) LEVELING    3  
 EG1398
 EG1398.Superseded values are not recommended for survey control.
 EG1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1398.See file dsdata.txt to determine how the superseded data were derived.
 EG1398
 EG1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6174772041(NAD 83)
 EG1398_MARKER: I = METAL ROD
 EG1398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1398_SP_SET: STAINLESS STEEL ROD
 EG1398_STAMPING: C 354 1983
 EG1398_MARK LOGO: NGS   
 EG1398_PROJECTION: FLUSH
 EG1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1398+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 EG1398_ROD/PIPE-DEPTH: 7.31 meters
 EG1398
 EG1398  HISTORY     - Date     Condition        Report By
 EG1398  HISTORY     - 1983     MONUMENTED       NGS
 EG1398  HISTORY     - 20020410 GOOD             USACE
 EG1398  HISTORY     - 20080324 MARK NOT FOUND   TVA
 EG1398
 EG1398                          STATION DESCRIPTION
 EG1398
 EG1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1398'5.3 KM (3.3 MI) NORTH FROM CORINTH.
 EG1398'5.3 KM (3.3 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 45 FROM THE POST
 EG1398'OFFICE IN CORINTH, TO THE JUNCTION OF STATE HIGHWAY 2 AND THE MARK IN
 EG1398'THE SOUTHWEST ANGLE OF THE INTERSECTION BY NORTH CORINTH BAPTIST
 EG1398'CHURCH, 36.85 METERS (120.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 EG1398'29.08 METERS (95.4 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 2,
 EG1398'15.03 METERS (49.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EG1398'CHURCH, AND 2.53 METERS (8.3 FT) NORTH OF THE NORTH CORINTH BAPTIST
 EG1398'CHURCH SIGN.
 EG1398'THE MARK IS ABOVE LEVEL WITH HIGHWAY 45.
 EG1398
 EG1398                          STATION RECOVERY (2002)
 EG1398
 EG1398'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1398'RECOVERED IN GOOD CONDITION.
 EG1398
 EG1398                          STATION RECOVERY (2008)
 EG1398
 EG1398'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (CDM)
 EG1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2626 ***********************************************************************
 EH2626  DESIGNATION -  C 355
 EH2626  PID         -  EH2626
 EH2626  STATE/COUNTY-  MS/BOLIVAR
 EH2626  USGS QUAD   -  LACONIA (1982)
 EH2626
 EH2626                         *CURRENT SURVEY CONTROL
 EH2626  ___________________________________________________________________
 EH2626* NAD 83(1986)-  34 06 26.     (N)    090 53 36.     (W)     SCALED    
 EH2626* NAVD 88     -        49.356  (meters)     161.93   (feet)  ADJUSTED  
 EH2626  ___________________________________________________________________
 EH2626  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2626  DYNAMIC HT  -          49.307 (meters)     161.77  (feet)  COMP
 EH2626  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 EH2626
 EH2626  VERT ORDER  -  FIRST     CLASS II
 EH2626
 EH2626.The horizontal coordinates were scaled from a topographic map and have
 EH2626.an estimated accuracy of +/- 6 seconds.
 EH2626
 EH2626.The orthometric height was determined by differential leveling
 EH2626.and adjusted in June 1991.
 EH2626
 EH2626.The geoid height was determined by GEOID03.
 EH2626
 EH2626.The dynamic height is computed by dividing the NAVD 88
 EH2626.geopotential number by the normal gravity value computed on the
 EH2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2626.degrees latitude (g = 980.6199 gals.).
 EH2626
 EH2626.The modeled gravity was interpolated from observed gravity values.
 EH2626
 EH2626;                    North         East    Units  Estimated Accuracy
 EH2626;SPC MS W     -   510,980.      648,330.      MT  (+/- 180 meters Scaled)
 EH2626
 EH2626                          SUPERSEDED SURVEY CONTROL
 EH2626
 EH2626  NGVD 29 (??/??/??)   49.410  (m)          162.11   (f) ADJUSTED    1 2
 EH2626
 EH2626.Superseded values are not recommended for survey control.
 EH2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2626.See file dsdata.txt to determine how the superseded data were derived.
 EH2626
 EH2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT943760(NAD 83)
 EH2626_MARKER: I = METAL ROD
 EH2626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2626_SP_SET: STAINLESS STEEL ROD
 EH2626_STAMPING: C 355 1985
 EH2626_MARK LOGO: NGS   
 EH2626_PROJECTION: RECESSED 2 CENTIMETERS
 EH2626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2626_ROD/PIPE-DEPTH: 23.2 meters
 EH2626
 EH2626  HISTORY     - Date     Condition        Report By
 EH2626  HISTORY     - 1985     MONUMENTED       NGS
 EH2626
 EH2626                          STATION DESCRIPTION
 EH2626
 EH2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2626'14.4 KM (8.9 MI) SW FROM RENA LARA.
 EH2626'6.9 KM (4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH
 EH2626'IN RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG AN
 EH2626'ASPHALT ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE
 EH2626'TOP OF THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO
 EH2626'THE ENTRANCE GATE OF THE PUSHMATAHA PLANTATION AND CATTLE GUARD,
 EH2626'THENCE 0.81 KM (0.5 MI) SOUTH (AFTER PASSING THROUGH THE GATE) ALONG A
 EH2626'TRACK FIELD ROAD, THENCE 0.88 KM (0.55 MI) WEST ALONG A SANDY FIELD
 EH2626'ROAD, AT A FIELD ROAD INTERSECTION AND THE SITE OF AN IRRIGATION WELL,
 EH2626'SET BETWEEN TWO WITNESS POSTS, 0.31 METERS (1.0 FT) WEST OF THE WEST
 EH2626'FACE OF A 3 BY 5 FEET CONCRETE WELL PUMP FOUNDATION, 6.6 METERS
 EH2626'(21.5 FT) EAST OF THE APPROXIMATE CENTER OF A FIELD ROAD, 12.2 METERS
 EH2626'(40.0 FT) SOUTH OF THE APPROXIMATE CENTER OF A FIELD ROAD, 3.0 METERS
 EH2626'(9.8 FT) WEST OF THE CENTER OF AN IRRIGATION WELL VALVE, AND
 EH2626'2.7 METERS (8.8 FT) NORTH-NORTHWEST OF A 4-INCH PVC VENT PIPE AND CAP
 EH2626'PROJECTING 0.31 METERS (1.0 FT).
 EH2626'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EH2626'THE MARK IS ABOVE LEVEL WITH FIELD ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1402 ***********************************************************************
 EG1402  DESIGNATION -  C 356
 EG1402  PID         -  EG1402
 EG1402  STATE/COUNTY-  MS/PRENTISS
 EG1402  USGS QUAD   -  WHEELER (1973)
 EG1402
 EG1402                         *CURRENT SURVEY CONTROL
 EG1402  ___________________________________________________________________
 EG1402* NAD 83(1986)-  34 33 18.     (N)    088 30 57.     (W)     SCALED    
 EG1402* NAVD 88     -       133.905  (meters)     439.32   (feet)  ADJUSTED  
 EG1402  ___________________________________________________________________
 EG1402  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1402  DYNAMIC HT  -         133.774 (meters)     438.89  (feet)  COMP
 EG1402  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 EG1402
 EG1402  VERT ORDER  -  FIRST     CLASS II
 EG1402
 EG1402.The horizontal coordinates were scaled from a topographic map and have
 EG1402.an estimated accuracy of +/- 6 seconds.
 EG1402
 EG1402.The orthometric height was determined by differential leveling
 EG1402.and adjusted in June 1991.
 EG1402
 EG1402.The geoid height was determined by GEOID03.
 EG1402
 EG1402.The dynamic height is computed by dividing the NAVD 88
 EG1402.geopotential number by the normal gravity value computed on the
 EG1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1402.degrees latitude (g = 980.6199 gals.).
 EG1402
 EG1402.The modeled gravity was interpolated from observed gravity values.
 EG1402
 EG1402;                    North         East    Units  Estimated Accuracy
 EG1402;SPC MS E     -   560,560.      329,140.      MT  (+/- 180 meters Scaled)
 EG1402
 EG1402                          SUPERSEDED SURVEY CONTROL
 EG1402
 EG1402  NGVD 29 (??/??/92)  133.840  (m)          439.11   (f) ADJ UNCH    1 2
 EG1402
 EG1402.Superseded values are not recommended for survey control.
 EG1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1402.See file dsdata.txt to determine how the superseded data were derived.
 EG1402
 EG1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD609247(NAD 83)
 EG1402_MARKER: I = METAL ROD
 EG1402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1402_SP_SET: STAINLESS STEEL ROD
 EG1402_STAMPING: C 356 1985
 EG1402_MARK LOGO: NGS   
 EG1402_PROJECTION: FLUSH
 EG1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1402+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 EG1402_ROD/PIPE-DEPTH: 6.1  meters
 EG1402
 EG1402  HISTORY     - Date     Condition        Report By
 EG1402  HISTORY     - 1985     MONUMENTED       NGS
 EG1402  HISTORY     - 20020411 GOOD             USACE
 EG1402
 EG1402                          STATION DESCRIPTION
 EG1402
 EG1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1402'12.0 KM (7.45 MI) ESE FROM WHEELER.
 EG1402'0.5 KM (0.3 MI) SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL
 EG1402'IN WHEELER, THENCE 11.5 KM (7.15 MI) EAST-SOUTHEAST ALONG A GRAVEL
 EG1402'ROAD TO THE MARK ON THE LEFT ON EAST SIDE OF ENTRANCE DRIVE OF A
 EG1402'SINGLE STORY HOUSE WITH BOX NUMBER 388,  18.0 METERS (59.0 FT) NORTH
 EG1402'OF THE CENTER OF THE ROAD, 0.61 METERS (2.0 FT) EAST OF A POWER POLE
 EG1402'WITH  TRANSFORMER, GUY WIRE, AND TELEPHONE CABLE JUNCTION BOX,
 EG1402'20.5 METERS (67.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SINGLE
 EG1402'STOR FRAME HOUSE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EG1402'5-INCH LOGO CAP.
 EG1402'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 EG1402'THE MARK IS 0.30 M ABOVE ROAD.
 EG1402
 EG1402                          STATION RECOVERY (2002)
 EG1402
 EG1402'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1402'RESIDENSE OF OTTIS STEVENS ADDRESS 72 COUNTY RD. 5251.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG5291 ***********************************************************************
 DG5291  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5291  DESIGNATION -  C 356X
 DG5291  PID         -  DG5291
 DG5291  STATE/COUNTY-  MS/PRENTISS
 DG5291  USGS QUAD   -  WHEELER (1973)
 DG5291
 DG5291                         *CURRENT SURVEY CONTROL
 DG5291  ___________________________________________________________________
 DG5291* NAD 83(2007)-  34 33 18.56232(N)    088 30 55.80846(W)     ADJUSTED  
 DG5291* NAVD 88     -       135.03   (meters)     443.0    (feet)  GPS OBS   
 DG5291  ___________________________________________________________________
 DG5291  EPOCH DATE  -        2002.00
 DG5291  X           -     136,233.433 (meters)                     COMP
 DG5291  Y           -  -5,256,898.869 (meters)                     COMP
 DG5291  Z           -   3,597,393.732 (meters)                     COMP
 DG5291  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DG5291  ELLIP HEIGHT-         107.501 (meters)          (02/10/07) ADJUSTED
 DG5291  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DG5291
 DG5291  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5291  Type    PID    Designation                      North   East  Ellip
 DG5291  -------------------------------------------------------------------
 DG5291  NETWORK DG5291 C 356X                            1.69   1.49   2.27
 DG5291  -------------------------------------------------------------------
 DG5291
 DG5291.The horizontal coordinates were established by GPS observations
 DG5291.and adjusted by the National Geodetic Survey in February 2007.
 DG5291
 DG5291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5291.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5291.The horizontal coordinates are valid at the epoch date displayed above.
 DG5291.The epoch date for horizontal control is a decimal equivalence
 DG5291.of Year/Month/Day.
 DG5291
 DG5291.The orthometric height was determined by GPS observations and a
 DG5291.high-resolution geoid model.
 DG5291.The orthometric height was determined by GPS observations and a
 DG5291.high-resolution geoid model using precise GPS observation and
 DG5291.processing techniques.
 DG5291
 DG5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5291
 DG5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5291
 DG5291.The ellipsoidal height was determined by GPS observations
 DG5291.and is referenced to NAD 83.
 DG5291
 DG5291.The geoid height was determined by GEOID03.
 DG5291
 DG5291;                    North         East     Units Scale Factor Converg.
 DG5291;SPC MS E     -   560,572.068   329,168.949   MT  0.99996048   +0 10 49.0
 DG5291;SPC MS E     - 1,839,143.53  1,079,948.46   sFT  0.99996048   +0 10 49.0
 DG5291;UTM  16      - 3,824,756.535   360,957.830   MT  0.99983829   -0 51 35.0
 DG5291
 DG5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5291!SPC MS E     -   0.99998313  x   0.99996048  =   0.99994361
 DG5291!UTM  16      -   0.99998313  x   0.99983829  =   0.99982142
 DG5291
 DG5291                          SUPERSEDED SURVEY CONTROL
 DG5291
 DG5291  NAD 83(1993)-  34 33 18.56206(N)    088 30 55.80821(W) AD(       ) B
 DG5291  ELLIP H (04/05/04)  107.515  (m)                       GP(       ) 4 1
 DG5291  NAVD 88 (04/05/04)  134.95   (m)          442.7    (f) LEVELING    3  
 DG5291
 DG5291.Superseded values are not recommended for survey control.
 DG5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5291.See file dsdata.txt to determine how the superseded data were derived.
 DG5291
 DG5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6095824757(NAD 83)
 DG5291_MARKER: I = METAL ROD
 DG5291_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5291+WITH SETTING: INFORMATION.
 DG5291_STAMPING: C 356X 2002
 DG5291_MARK LOGO: USACE 
 DG5291_PROJECTION: RECESSED 8 CENTIMETERS
 DG5291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5291+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 DG5291_ROD/PIPE-DEPTH:  2.1 meters
 DG5291
 DG5291  HISTORY     - Date     Condition        Report By
 DG5291  HISTORY     - 20020612 MONUMENTED       EMCINC
 DG5291
 DG5291                          STATION DESCRIPTION
 DG5291
 DG5291'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5291'THE MARK IS LOCATED 8.4 KILOMETERS (5.2 MILES) EAST, SOUTHEAST OF
 DG5291'WHEELER, MISSISSIPPI AND 11.6 KILOMETERS (7.2 MILES) EAST, NORTHEAST
 DG5291'OF BALDWYN, MISSISSIPPI.TO REACH THE MARK FROM THE INTERSECTION OF
 DG5291'STATE ROAD 366 AND COUNTY ROAD 5331 (PAVED ROAD) GO NORTHWEST ON
 DG5291'COUNTY ROAD 5331, 3.9 KILOMETERS (2.45 MILES) TO THE INTERSECTION WITH
 DG5291'COUNTY ROAD 5111. THENCE EAST ON COUNTY ROAD 5111 (PAVED ROAD) FOR
 DG5291'0.96 KILOMETERS (0.6 MILES) TO COUNTY ROAD 5230 (GRAVEL ROAD) 3.1
 DG5291'KILOMETERS (1.9 MILES) TO THE MARK ON THE LEFT, ON THE NORTH SIDE OF
 DG5291'COUNTY ROAD 5230.THE MARK IS 10.8 METERS (35.4 FEET) NORTH OF COUNTY
 DG5291'ROAD 5230, 21.7 METERS (71.2 FEET) WEST OF A POWER POLE WITH TWO GUY
 DG5291'WIRES, 5.8 METERS (19.0 FEET) SOUTHWEST OF THE CENTER OF A GRAVEL
 DG5291'DRIVEWAY AND 31.9 METERS (104.7 FEET) EAST OF BENCHMARK C 356.THE MARK
 DG5291'IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON AN
 DG5291'ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5291' 
 DG5291'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1483 ***********************************************************************
 EG1483  DESIGNATION -  C 357
 EG1483  PID         -  EG1483
 EG1483  STATE/COUNTY-  MS/MONROE
 EG1483  USGS QUAD   -  SHANNON (1979)
 EG1483
 EG1483                         *CURRENT SURVEY CONTROL
 EG1483  ___________________________________________________________________
 EG1483* NAD 83(1986)-  34 00 05.     (N)    088 42 03.     (W)     SCALED    
 EG1483* NAVD 88     -        95.396  (meters)     312.98   (feet)  ADJUSTED  
 EG1483  ___________________________________________________________________
 EG1483  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1483  DYNAMIC HT  -          95.299 (meters)     312.66  (feet)  COMP
 EG1483  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG1483
 EG1483  VERT ORDER  -  FIRST     CLASS II
 EG1483
 EG1483.The horizontal coordinates were scaled from a topographic map and have
 EG1483.an estimated accuracy of +/- 6 seconds.
 EG1483
 EG1483.The orthometric height was determined by differential leveling
 EG1483.and adjusted in June 1991.
 EG1483
 EG1483.The geoid height was determined by GEOID03.
 EG1483
 EG1483.The dynamic height is computed by dividing the NAVD 88
 EG1483.geopotential number by the normal gravity value computed on the
 EG1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1483.degrees latitude (g = 980.6199 gals.).
 EG1483
 EG1483.The modeled gravity was interpolated from observed gravity values.
 EG1483
 EG1483;                    North         East    Units  Estimated Accuracy
 EG1483;SPC MS E     -   499,110.      312,240.      MT  (+/- 180 meters Scaled)
 EG1483
 EG1483                          SUPERSEDED SURVEY CONTROL
 EG1483
 EG1483  NGVD 29 (??/??/92)   95.333  (m)          312.77   (f) ADJ UNCH    1 2
 EG1483
 EG1483.Superseded values are not recommended for survey control.
 EG1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1483.See file dsdata.txt to determine how the superseded data were derived.
 EG1483
 EG1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC429636(NAD 83)
 EG1483_MARKER: I = METAL ROD
 EG1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1483_SP_SET: STAINLESS STEEL ROD
 EG1483_STAMPING: C 357 1985
 EG1483_MARK LOGO: NGS   
 EG1483_PROJECTION: FLUSH
 EG1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1483+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1991
 EG1483_ROD/PIPE-DEPTH: 4.9  meters
 EG1483
 EG1483  HISTORY     - Date     Condition        Report By
 EG1483  HISTORY     - 1985     MONUMENTED       NGS
 EG1483  HISTORY     - 19910612 GOOD             MSHD
 EG1483
 EG1483                          STATION DESCRIPTION
 EG1483
 EG1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1483'5.1 KM (3.15 MI) EAST FROM OKOLONA.
 EG1483'5.1 KM (3.15 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 EG1483'HIGHWAY 45 ALTERNATE IN OKOLONA TO THE MARK ON THE LEFT, 12.19 METERS
 EG1483'(40.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.05 METERS (10.0
 EG1483'FT) SOUTH OF A FENCE LINE, 1.80 METERS (5.9 FT) WEST OF UTILITY POLE
 EG1483'NUMBER 43. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EG1483'LOGO CAP.
 EG1483'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 EG1483'THE MARK IS 0.5 M ABOVE HIGHWAY.
 EG1483
 EG1483                          STATION RECOVERY (1991)
 EG1483
 EG1483'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 EG1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2072 ***********************************************************************
 EG2072  DESIGNATION -  C 357 RESET
 EG2072  PID         -  EG2072
 EG2072  STATE/COUNTY-  MS/MONROE
 EG2072  USGS QUAD   -  SHANNON (1979)
 EG2072
 EG2072                         *CURRENT SURVEY CONTROL
 EG2072  ___________________________________________________________________
 EG2072* NAD 83(1986)-  34 00 05.     (N)    088 42 02.     (W)     SCALED    
 EG2072* NAVD 88     -        92.87   (meters)     304.7    (feet)  RESET     
 EG2072  ___________________________________________________________________
 EG2072  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG2072  VERT ORDER  -  THIRD
 EG2072
 EG2072.The horizontal coordinates were scaled from a topographic map and have
 EG2072.an estimated accuracy of +/- 6 seconds.
 EG2072
 EG2072.The orthometric height was computed from unverified reset data.
 EG2072.No vertical observational check was made to the station.
 EG2072
 EG2072.The geoid height was determined by GEOID03.
 EG2072
 EG2072;                    North         East    Units  Estimated Accuracy
 EG2072;SPC MS E     -   499,110.      312,270.      MT  (+/- 180 meters Scaled)
 EG2072
 EG2072                          SUPERSEDED SURVEY CONTROL
 EG2072
 EG2072  NGVD 29 (08/12/04)   92.81   (m)          304.5    (f) RESET       3  
 EG2072
 EG2072.Superseded values are not recommended for survey control.
 EG2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2072.See file dsdata.txt to determine how the superseded data were derived.
 EG2072
 EG2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC429636(NAD 83)
 EG2072_MARKER: DV = VERTICAL CONTROL DISK
 EG2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2072_SP_SET: CONCRETE POST
 EG2072_STAMPING: C 357 RESET 1991
 EG2072_MARK LOGO: NGS   
 EG2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2072+STABILITY: SURFACE MOTION
 EG2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2072+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EG2072
 EG2072  HISTORY     - Date     Condition        Report By
 EG2072  HISTORY     - 1991     MONUMENTED       MSHD
 EG2072
 EG2072                          STATION DESCRIPTION
 EG2072
 EG2072'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 EG2072'5.2 KM (3.2 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 EG2072'HIGHWAY 45 ALT. IN OKOLONA TO THE MARK ON THE RIGHT, 102.0 M
 EG2072'(334.6 FT) SOUTH OF THE CENTER OF PRESENT HIGHWAY, 8.84 M (29.00 FT)
 EG2072'EAST OF THE CENTER OF FIELD TRACK ROAD, 5.73 M (18.80 FT) NORTH
 EG2072'NORTHWEST OF A 30 INCH OAK TREE, 2.90 M (9.51 FT) WEST NORTHWEST OF A
 EG2072'36 INCH OAK TREE, 0.30 M (0.98 FT) NORTHEAST AND SOUTHWEST OF TWO
 EG2072'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1438 ***********************************************************************
 EG1438  DESIGNATION -  C 358
 EG1438  PID         -  EG1438
 EG1438  STATE/COUNTY-  MS/ITAWAMBA
 EG1438  USGS QUAD   -  FULTON (1992)
 EG1438
 EG1438                         *CURRENT SURVEY CONTROL
 EG1438  ___________________________________________________________________
 EG1438* NAD 83(1986)-  34 17 49.     (N)    088 25 24.     (W)     SCALED    
 EG1438* NAVD 88     -        86.306  (meters)     283.16   (feet)  ADJUSTED  
 EG1438  ___________________________________________________________________
 EG1438  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG1438  DYNAMIC HT  -          86.219 (meters)     282.87  (feet)  COMP
 EG1438  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 EG1438
 EG1438  VERT ORDER  -  FIRST     CLASS II
 EG1438
 EG1438.The horizontal coordinates were scaled from a topographic map and have
 EG1438.an estimated accuracy of +/- 6 seconds.
 EG1438
 EG1438.The orthometric height was determined by differential leveling
 EG1438.and adjusted in June 1991.
 EG1438
 EG1438.The geoid height was determined by GEOID03.
 EG1438
 EG1438.The dynamic height is computed by dividing the NAVD 88
 EG1438.geopotential number by the normal gravity value computed on the
 EG1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1438.degrees latitude (g = 980.6199 gals.).
 EG1438
 EG1438.The modeled gravity was interpolated from observed gravity values.
 EG1438
 EG1438;                    North         East    Units  Estimated Accuracy
 EG1438;SPC MS E     -   531,960.      337,740.      MT  (+/- 180 meters Scaled)
 EG1438
 EG1438                          SUPERSEDED SURVEY CONTROL
 EG1438
 EG1438  NGVD 29 (??/??/92)   86.238  (m)          282.93   (f) ADJ UNCH    1 2
 EG1438
 EG1438.Superseded values are not recommended for survey control.
 EG1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1438.See file dsdata.txt to determine how the superseded data were derived.
 EG1438
 EG1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC690959(NAD 83)
 EG1438_MARKER: I = METAL ROD
 EG1438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1438_SP_SET: STAINLESS STEEL ROD
 EG1438_STAMPING: C 358 1985
 EG1438_MARK LOGO: NGS   
 EG1438_PROJECTION: FLUSH
 EG1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1438+STABILITY: POSITION/ELEVATION WELL
 EG1438_ROD/PIPE-DEPTH: 15.8 meters
 EG1438
 EG1438  HISTORY     - Date     Condition        Report By
 EG1438  HISTORY     - 1985     MONUMENTED       NGS
 EG1438
 EG1438                          STATION DESCRIPTION
 EG1438
 EG1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1438'29.9 KM (18.6 MI) SSW FROM BAY SPRINGS.
 EG1438'29.9 KM (18.6 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1438'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1438'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 2.8 KM (1.75 MI)
 EG1438'NORTH OF THE JUNCTION OF OLD U.S. HIGHWAY 78, 5.02 METERS (16.5 FT)
 EG1438'EAST OF THE CENTER OF THE LEVEE ROAD, 48.46 METERS (159.0 FT)
 EG1438'SOUTH OF RANGE MARKER SIGN NUMBER 39.38. NOTE--ACCESS TO DATUM
 EG1438'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1438'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 EG1438'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3148 ***********************************************************************
 EH3148  DESIGNATION -  C 359
 EH3148  PID         -  EH3148
 EH3148  STATE/COUNTY-  MS/DE SOTO
 EH3148  USGS QUAD   -  LAKE CORMORANT (1982)
 EH3148
 EH3148                         *CURRENT SURVEY CONTROL
 EH3148  ___________________________________________________________________
 EH3148* NAD 83(1986)-  34 53 01.     (N)    090 13 04.     (W)     SCALED    
 EH3148* NAVD 88     -        69.367  (meters)     227.58   (feet)  ADJUSTED  
 EH3148  ___________________________________________________________________
 EH3148  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH3148  DYNAMIC HT  -          69.302 (meters)     227.37  (feet)  COMP
 EH3148  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 EH3148
 EH3148  VERT ORDER  -  FIRST     CLASS II
 EH3148
 EH3148.The horizontal coordinates were scaled from a topographic map and have
 EH3148.an estimated accuracy of +/- 6 seconds.
 EH3148
 EH3148.The orthometric height was determined by differential leveling
 EH3148.and adjusted in July 1994.
 EH3148
 EH3148.The geoid height was determined by GEOID03.
 EH3148
 EH3148.The dynamic height is computed by dividing the NAVD 88
 EH3148.geopotential number by the normal gravity value computed on the
 EH3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3148.degrees latitude (g = 980.6199 gals.).
 EH3148
 EH3148.The modeled gravity was interpolated from observed gravity values.
 EH3148
 EH3148;                    North         East    Units  Estimated Accuracy
 EH3148;SPC MS W     -   596,970.      710,560.      MT  (+/- 180 meters Scaled)
 EH3148
 EH3148                          SUPERSEDED SURVEY CONTROL
 EH3148
 EH3148.No superseded survey control is available for this station.
 EH3148
 EH3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU542636(NAD 83)
 EH3148_MARKER: DV = VERTICAL CONTROL DISK
 EH3148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH3148_SP_SET: ABUTMENT
 EH3148_STAMPING: C 359 1991
 EH3148_MARK LOGO: NGS   
 EH3148_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH3148+STABILITY: POSITION/ELEVATION WELL
 EH3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3148+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH3148
 EH3148  HISTORY     - Date     Condition        Report By
 EH3148  HISTORY     - 1991     MONUMENTED       NGS
 EH3148  HISTORY     - 20000606 GOOD             NGS
 EH3148  HISTORY     - 20030409 GOOD             USACE
 EH3148
 EH3148                          STATION DESCRIPTION
 EH3148
 EH3148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3148'10.0 KM (6.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH3148'IN WALLS, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE
 EH3148'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE ILLINOIS
 EH3148'CENTRAL RAILROAD, 10.0 M (32.8 FT) NORTHWEST OF THE HIGHWAY
 EH3148'CENTERLINE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EH3148
 EH3148                          STATION RECOVERY (2000)
 EH3148
 EH3148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH3148'RECOVERED IN GOOD CONDITION.
 EH3148
 EH3148                          STATION RECOVERY (2003)
 EH3148
 EH3148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3148'MARK IS ON BRIDGE IN NORTHBOUND LANES OF US HWY 61.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0348 ***********************************************************************
 BV0348  DESIGNATION -  C 36
 BV0348  PID         -  BV0348
 BV0348  STATE/COUNTY-  MS/WAYNE
 BV0348  USGS QUAD   -  WAYNESBORO (1982)
 BV0348
 BV0348                         *CURRENT SURVEY CONTROL
 BV0348  ___________________________________________________________________
 BV0348* NAD 83(1986)-  31 44 50.     (N)    088 40 01.     (W)     SCALED    
 BV0348* NAVD 88     -        53.016  (meters)     173.94   (feet)  ADJUSTED  
 BV0348  ___________________________________________________________________
 BV0348  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV0348  DYNAMIC HT  -          52.952 (meters)     173.73  (feet)  COMP
 BV0348  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 BV0348
 BV0348  VERT ORDER  -  FIRST     CLASS II
 BV0348
 BV0348.The horizontal coordinates were scaled from a topographic map and have
 BV0348.an estimated accuracy of +/- 6 seconds.
 BV0348
 BV0348.The orthometric height was determined by differential leveling
 BV0348.and adjusted in June 1991.
 BV0348
 BV0348.The geoid height was determined by GEOID03.
 BV0348
 BV0348.The dynamic height is computed by dividing the NAVD 88
 BV0348.geopotential number by the normal gravity value computed on the
 BV0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0348.degrees latitude (g = 980.6199 gals.).
 BV0348
 BV0348.The modeled gravity was interpolated from observed gravity values.
 BV0348
 BV0348;                    North         East    Units  Estimated Accuracy
 BV0348;SPC MS E     -   249,130.      315,770.      MT  (+/- 180 meters Scaled)
 BV0348
 BV0348                          SUPERSEDED SURVEY CONTROL
 BV0348
 BV0348  NGVD 29 (??/??/92)   53.038  (m)          174.01   (f) ADJ UNCH    1 2
 BV0348
 BV0348.Superseded values are not recommended for survey control.
 BV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0348.See file dsdata.txt to determine how the superseded data were derived.
 BV0348
 BV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA421136(NAD 83)
 BV0348_MARKER: DB = BENCH MARK DISK
 BV0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0348_SP_SET: CONCRETE POST
 BV0348_STAMPING: C 36 1934
 BV0348_MARK LOGO: CGS   
 BV0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0348+STABILITY: SURFACE MOTION
 BV0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0348+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0348
 BV0348  HISTORY     - Date     Condition        Report By
 BV0348  HISTORY     - 1934     MONUMENTED       CGS
 BV0348  HISTORY     - 1958     GOOD             NGS
 BV0348  HISTORY     - 1961     GOOD             NGS
 BV0348  HISTORY     - 19910828 GOOD             MSHD
 BV0348
 BV0348                          STATION DESCRIPTION
 BV0348
 BV0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0348'5.6 MI N FROM WAYNESBORO.
 BV0348'LOCATED 5.6 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BV0348'THE STATION AT WAYNESBORO, AT THE OLD SIDING OF BOICE, IN THE
 BV0348'NORTHWEST ANGLE OF ROAD CROSSING, IN LINE WITH A ROW OF POLES AND 4
 BV0348'POLES NORTH OF MILEPOST 88.  IT IS 25 FEET WEST OF THE WEST RAIL OF
 BV0348'THE TRACK, 12 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 99 FEET
 BV0348'NORTH OF THE CENTER OF THE ROAD, 97 FEET NORTH-NORTHWEST OF THE CENTER
 BV0348'OF THE ROAD CROSSING THE MAIN TRACK, 8 FEET SOUTH OF THE 4TH POLE
 BV0348'NORTH OF MILEPOST 88, 11.5 FEET NORTH OF A TELEPHONE BOX, AND 66.5
 BV0348'FEET WEST AND ACROSS THE TRACK FROM A 2 FOOT OAK TREE.  IT IS A
 BV0348'STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 BV0348'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BV0348
 BV0348                          STATION RECOVERY (1961)
 BV0348
 BV0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BV0348'RECOVERED IN GOOD CONDITION.
 BV0348
 BV0348                          STATION RECOVERY (1991)
 BV0348
 BV0348'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0348'THE MARK IS LACATED ABOUT 5.1 MI (8.2 KM) NORTHWEST OF WAYNESBORO, IN
 BV0348'THE NORTHWEST ANGLE OF THE CROSSING OF A NARROW GRAVEL ROAD WITH THE
 BV0348'I.C.G. RAILROAD TRACK, AT OLD BOICE CROSSING, 4.5 MI (7.2 KM)
 BV0348'SOUTHEAST OF THE COMMUNITY OF HIWANEE, 0.15 MI (0.24 KM) NORTHWEST OF
 BV0348'MILEPOST NO 88 AND IS IN SECTION 4, T 9N, R 7W.
 BV0348'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0348'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV0348'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 5.2 MI
 BV0348'(8.4 KM) TO A SIDE ROAD AND A CHURCH ON THE LEFT, TURN LEFT AND GO
 BV0348'WEST ON A NARROW GRAVEL ROAD FOR 0.7 MI (1.1 KM) TO THE RAILROAD
 BV0348'CROSSING AND THE MARK ON THE RIGHT.
 BV0348'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0348'ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 4
 BV0348'INCHES, 114.0 FT (34.7 M) NORTH OF A T FENCE CORNER ACTING AS A
 BV0348'GATE POST FOR TWO GAGES, 105.0 FT (32.0 M) SOUTHWEST OF A POWER POLE
 BV0348'WITH GUT WIRES, 97.0 FT (29.6 M) NORTHWEST OF THE CENTER OF THE
 BV0348'RAILROAD CROSSING, 68.0 FT (20.7 M) SOUTHEAST OF A POWER POLE WITH
 BV0348'GUY WIRES, 66.5 FT (20.3 M) WEST OF A 40 INCH OAK, 25.0 FT (7.6 M)
 BV0348'NORTHEAST OF A FENCE, 25.5 FT (7.8 M) SOUTHWEST OF THE SOUTHWEST RAIL
 BV0348'AND 1.0 FT (0.3 M) NORTHWEST OF A CRASONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2157 ***********************************************************************
 DK2157  DESIGNATION -  C 360
 DK2157  PID         -  DK2157
 DK2157  STATE/COUNTY-  MS/BOLIVAR
 DK2157  USGS QUAD   -  BEULAH (1969)
 DK2157
 DK2157                         *CURRENT SURVEY CONTROL
 DK2157  ___________________________________________________________________
 DK2157* NAD 83(2007)-  33 48 19.45993(N)    090 58 48.58114(W)     ADJUSTED  
 DK2157* NAVD 88     -        45.185  (meters)     148.24   (feet)  ADJUSTED  
 DK2157  ___________________________________________________________________
 DK2157  EPOCH DATE  -        2002.00
 DK2157  X           -     -90,753.803 (meters)                     COMP
 DK2157  Y           -  -5,304,537.061 (meters)                     COMP
 DK2157  Z           -   3,528,542.083 (meters)                     COMP
 DK2157  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DK2157  ELLIP HEIGHT-          18.651 (meters)          (02/10/07) ADJUSTED
 DK2157  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK2157  DYNAMIC HT  -          45.139 (meters)     148.09  (feet)  COMP
 DK2157
 DK2157  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK2157  Type    PID    Designation                      North   East  Ellip
 DK2157  -------------------------------------------------------------------
 DK2157  NETWORK DK2157 C 360                             0.96   0.80   1.31
 DK2157  -------------------------------------------------------------------
 DK2157  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 DK2157
 DK2157  VERT ORDER  -  FIRST     CLASS II
 DK2157
 DK2157.The horizontal coordinates were established by GPS observations
 DK2157.and adjusted by the National Geodetic Survey in February 2007.
 DK2157
 DK2157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK2157.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK2157.The horizontal coordinates are valid at the epoch date displayed above.
 DK2157.The epoch date for horizontal control is a decimal equivalence
 DK2157.of Year/Month/Day.
 DK2157
 DK2157.The orthometric height was determined by differential leveling
 DK2157.and adjusted in July 1994.
 DK2157
 DK2157.Photographs are available for this station.
 DK2157
 DK2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2157
 DK2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2157
 DK2157.The ellipsoidal height was determined by GPS observations
 DK2157.and is referenced to NAD 83.
 DK2157
 DK2157.The geoid height was determined by GEOID03.
 DK2157
 DK2157.The dynamic height is computed by dividing the NAVD 88
 DK2157.geopotential number by the normal gravity value computed on the
 DK2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2157.degrees latitude (g = 980.6199 gals.).
 DK2157
 DK2157.The modeled gravity was interpolated from observed gravity values.
 DK2157
 DK2157;                    North         East     Units Scale Factor Converg.
 DK2157;SPC MS W     -   477,551.849   640,109.513   MT  0.99999420   -0 21 35.6
 DK2157;SPC MS W     - 1,566,768.02  2,100,092.63   sFT  0.99999420   -0 21 35.6
 DK2157;UTM  15      - 3,742,414.089   686,966.841   MT  1.00003095   +1 07 26.8
 DK2157
 DK2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2157!SPC MS W     -   0.99999707  x   0.99999420  =   0.99999127
 DK2157!UTM  15      -   0.99999707  x   1.00003095  =   1.00002802
 DK2157
 DK2157                          SUPERSEDED SURVEY CONTROL
 DK2157
 DK2157  ELLIP H (03/17/04)   18.662  (m)                       GP(       ) 4 2
 DK2157  NAD 83(1993)-  33 48 19.45961(N)    090 58 48.58040(W) AD(       ) B
 DK2157  ELLIP H (11/18/03)   18.625  (m)                       GP(       ) 4 1
 DK2157  NAVD 88 (08/03/04)   45.19   (m)          148.3    (f) LEVELING    3  
 DK2157  NAVD 88 (03/17/04)   45.20   (m)          148.3    (f) LEVELING    3  
 DK2157
 DK2157.Superseded values are not recommended for survey control.
 DK2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2157.See file dsdata.txt to determine how the superseded data were derived.
 DK2157
 DK2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8696742414(NAD 83)
 DK2157_MARKER: I = METAL ROD
 DK2157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK2157_SP_SET: STAINLESS STEEL ROD
 DK2157_STAMPING: C 360 1991
 DK2157_MARK LOGO: NGS   
 DK2157_PROJECTION: FLUSH
 DK2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2157+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 DK2157_ROD/PIPE-DEPTH: 15.2 meters
 DK2157
 DK2157  HISTORY     - Date     Condition        Report By
 DK2157  HISTORY     - 1991     MONUMENTED       NGS
 DK2157  HISTORY     - 20000203 GOOD             MSHD
 DK2157  HISTORY     - 20020723 GOOD             PYBURN
 DK2157  HISTORY     - 20020912 GOOD             PYBURN
 DK2157  HISTORY     - 20030716 GOOD             USACE
 DK2157  HISTORY     - 20030727 GOOD             EMCINC
 DK2157
 DK2157                          STATION DESCRIPTION
 DK2157
 DK2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2157'6.4 KM (3.95 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK2157'STATE HIGHWAY 8 IN ROSEDALE, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 DK2157'GRAVELED ROAD, 15.4 M (50.5 FT) WEST OF THE NEAR RAIL OF THE ILLINOIS
 DK2157'CENTRAL RAILROAD, 7.5 M (24.6 FT) SOUTH OF AND LEVEL WITH THE ROAD
 DK2157'CENTER, 0.7 M (2.3 FT) NORTH OF A UTILITY POLE, 0.6 M (2.0 FT) EAST
 DK2157'OF AN UNDERGROUND CABLE JUNCTION BOX, AND 0.3 M (1.0 FT) WEST OF A
 DK2157'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DK2157'LOGO CAP.
 DK2157
 DK2157                          STATION RECOVERY (2000)
 DK2157
 DK2157'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK2157'RECOVERED IN GOOD CONDITION.
 DK2157
 DK2157                          STATION RECOVERY (2002)
 DK2157
 DK2157'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2157'RECOVERED AS DESCRIBED
 DK2157'IPYBURN
 DK2157'
 DK2157
 DK2157                          STATION RECOVERY (2002)
 DK2157
 DK2157'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2157'RECOVERED AS DESCRIBEDIPYBURN
 DK2157
 DK2157                          STATION RECOVERY (2003)
 DK2157
 DK2157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK2157'RECOVERED IN GOOD CONDITION.
 DK2157
 DK2157                          STATION RECOVERY (2003)
 DK2157
 DK2157'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DK2157'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DK2157'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3442 ***********************************************************************
 CP3442  HT_MOD      -  This is a Height Modernization Survey Station.
 CP3442  DESIGNATION -  C 361
 CP3442  PID         -  CP3442
 CP3442  STATE/COUNTY-  MS/SHARKEY
 CP3442  USGS QUAD   -  ONWARD (1988)
 CP3442
 CP3442                         *CURRENT SURVEY CONTROL
 CP3442  ___________________________________________________________________
 CP3442* NAD 83(2007)-  32 43 30.96883(N)    090 56 23.01637(W)     ADJUSTED  
 CP3442* NAVD 88     -        30.39   (meters)      99.7    (feet)  GPS OBS   
 CP3442  ___________________________________________________________________
 CP3442  EPOCH DATE  -        2002.00
 CP3442  X           -     -88,087.752 (meters)                     COMP
 CP3442  Y           -  -5,370,288.507 (meters)                     COMP
 CP3442  Z           -   3,428,368.262 (meters)                     COMP
 CP3442  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CP3442  ELLIP HEIGHT-           3.879 (meters)          (02/15/08) ADJUSTED
 CP3442  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP3442  HORZ ORDER  -  FIRST
 CP3442  ELLP ORDER  -  FOURTH    CLASS II
 CP3442
 CP3442.The horizontal coordinates were established by GPS observations
 CP3442.and adjusted by the EMC INCORPORATED in February 2008.
 CP3442
 CP3442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3442.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3442.The horizontal coordinates are valid at the epoch date displayed above.
 CP3442.The epoch date for horizontal control is a decimal equivalence
 CP3442.of Year/Month/Day.
 CP3442
 CP3442.The orthometric height was determined by GPS observations and a
 CP3442.high-resolution geoid model.
 CP3442.The orthometric height was determined by GPS observations and a
 CP3442.high-resolution geoid model using precise GPS observation and
 CP3442.processing techniques. It supersedes the leveled height previously
 CP3442.determined for this station.
 CP3442
 CP3442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3442
 CP3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3442
 CP3442.The ellipsoidal height was determined by GPS observations
 CP3442.and is referenced to NAD 83.
 CP3442
 CP3442.The geoid height was determined by GEOID03.
 CP3442
 CP3442;                    North         East     Units Scale Factor Converg.
 CP3442;SPC MS W     -   357,735.296   643,158.005   MT  0.99998983   -0 19 40.2
 CP3442;SPC MS W     - 1,173,669.88  2,110,094.22   sFT  0.99998983   -0 19 40.2
 CP3442;UTM  15      - 3,622,708.055   693,073.824   MT  1.00005968   +1 06 50.9
 CP3442
 CP3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3442!SPC MS W     -   0.99999939  x   0.99998983  =   0.99998922
 CP3442!UTM  15      -   0.99999939  x   1.00005968  =   1.00005907
 CP3442
 CP3442                          SUPERSEDED SURVEY CONTROL
 CP3442
 CP3442  NAVD 88 (07/07/94)   30.393  (m)           99.71   (f) ADJUSTED    1 2
 CP3442
 CP3442.Superseded values are not recommended for survey control.
 CP3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3442.See file dsdata.txt to determine how the superseded data were derived.
 CP3442
 CP3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9307422708(NAD 83)
 CP3442_MARKER: I = METAL ROD
 CP3442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3442_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3442_STAMPING: C 361 1992
 CP3442_MARK LOGO: NGS   
 CP3442_PROJECTION: FLUSH
 CP3442_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3442+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3442_ROD/PIPE-DEPTH: 10.4 meters
 CP3442_SLEEVE-DEPTH  : 6.10 meters
 CP3442
 CP3442  HISTORY     - Date     Condition        Report By
 CP3442  HISTORY     - 1992     MONUMENTED       NGS
 CP3442  HISTORY     - 1992     GOOD             NGS
 CP3442
 CP3442                          STATION DESCRIPTION
 CP3442
 CP3442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3442'19.9 KM (12.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 CP3442'OF STATE HIGHWAY 14 IN ROLLING FORK, 0.1 KM (0.05 MI) SOUTH OF THE
 CP3442'INTERSECTION OF STATE HIGHWAY 1, 16.9 M (55.4 FT) WEST OF THE
 CP3442'CENTERLINE OF THE HIGHWAY, 13.9 M (45.6 FT) SOUTHEAST OF A
 CP3442'UNDERGROUND CABLE JUNCTION BOX NUMBER S185 LOOP 7-18 PED 405, 2.2 M
 CP3442'(7.2 FT) NORTH OF A UTILITY POLE WITH 3 GUY CABLES, 1.0 M (3.3 FT)
 CP3442'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 CP3442'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CP3442
 CP3442                          STATION RECOVERY (1992)
 CP3442
 CP3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (MDG)
 CP3442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2593 ***********************************************************************
 BW2593  DESIGNATION -  C 362
 BW2593  PID         -  BW2593
 BW2593  STATE/COUNTY-  MS/LINCOLN
 BW2593  USGS QUAD   -  WESSON (1972)
 BW2593
 BW2593                         *CURRENT SURVEY CONTROL
 BW2593  ___________________________________________________________________
 BW2593* NAD 83(1986)-  31 39 02.     (N)    090 25 34.     (W)     SCALED    
 BW2593* NAVD 88     -       148.519  (meters)     487.27   (feet)  ADJUSTED  
 BW2593  ___________________________________________________________________
 BW2593  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW2593  DYNAMIC HT  -         148.339 (meters)     486.68  (feet)  COMP
 BW2593  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 BW2593
 BW2593  VERT ORDER  -  FIRST     CLASS II
 BW2593
 BW2593.The horizontal coordinates were scaled from a topographic map and have
 BW2593.an estimated accuracy of +/- 6 seconds.
 BW2593
 BW2593.The orthometric height was determined by differential leveling
 BW2593.and adjusted in February 1994.
 BW2593
 BW2593.The geoid height was determined by GEOID03.
 BW2593
 BW2593.The dynamic height is computed by dividing the NAVD 88
 BW2593.geopotential number by the normal gravity value computed on the
 BW2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2593.degrees latitude (g = 980.6199 gals.).
 BW2593
 BW2593.The modeled gravity was interpolated from observed gravity values.
 BW2593
 BW2593;                    North         East    Units  Estimated Accuracy
 BW2593;SPC MS W     -   238,410.      691,200.      MT  (+/- 180 meters Scaled)
 BW2593
 BW2593                          SUPERSEDED SURVEY CONTROL
 BW2593
 BW2593.No superseded survey control is available for this station.
 BW2593
 BW2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR440045(NAD 83)
 BW2593_MARKER: I = METAL ROD
 BW2593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2593_SP_SET: STAINLESS STEEL ROD
 BW2593_STAMPING: C 362 1992
 BW2593_MARK LOGO: NGS   
 BW2593_PROJECTION: FLUSH
 BW2593_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2593+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2593_ROD/PIPE-DEPTH: 3.1  meters
 BW2593
 BW2593  HISTORY     - Date     Condition        Report By
 BW2593  HISTORY     - 1992     MONUMENTED       NGS
 BW2593
 BW2593                          STATION DESCRIPTION
 BW2593
 BW2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2593'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 550 (MONTICELLO
 BW2593'STREET) FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN
 BW2593'BROOKHAVEN, THENCE 7.8 KM (4.85 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BW2593'49.5 M (162.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.8 M
 BW2593'(19.0 FT) SOUTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY, 1.7 M
 BW2593'(5.6 FT) SOUTHWEST OF THE SOUTH SUPPORT POST OF A GATE, 0.5 M
 BW2593'(1.6 FT) WEST OF A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 BW2593'OF THE DRIVEWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BW2593'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3453 ***********************************************************************
 CP3453  DESIGNATION -  C 363
 CP3453  PID         -  CP3453
 CP3453  STATE/COUNTY-  MS/HINDS
 CP3453  USGS QUAD   -  FLORENCE (1980)
 CP3453
 CP3453                         *CURRENT SURVEY CONTROL
 CP3453  ___________________________________________________________________
 CP3453* NAD 83(1986)-  32 11 45.     (N)    090 14 42.     (W)     SCALED    
 CP3453* NAVD 88     -        90.389  (meters)     296.55   (feet)  ADJUSTED  
 CP3453  ___________________________________________________________________
 CP3453  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP3453  DYNAMIC HT  -          90.284 (meters)     296.21  (feet)  COMP
 CP3453  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 CP3453
 CP3453  VERT ORDER  -  FIRST     CLASS II
 CP3453
 CP3453.The horizontal coordinates were scaled from a topographic map and have
 CP3453.an estimated accuracy of +/- 6 seconds.
 CP3453
 CP3453.The orthometric height was determined by differential leveling
 CP3453.and adjusted in February 1994.
 CP3453
 CP3453.The geoid height was determined by GEOID03.
 CP3453
 CP3453.The dynamic height is computed by dividing the NAVD 88
 CP3453.geopotential number by the normal gravity value computed on the
 CP3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3453.degrees latitude (g = 980.6199 gals.).
 CP3453
 CP3453.The modeled gravity was interpolated from observed gravity values.
 CP3453
 CP3453;                    North         East    Units  Estimated Accuracy
 CP3453;SPC MS W     -   298,870.      708,330.      MT  (+/- 180 meters Scaled)
 CP3453
 CP3453                          SUPERSEDED SURVEY CONTROL
 CP3453
 CP3453.No superseded survey control is available for this station.
 CP3453
 CP3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR597654(NAD 83)
 CP3453_MARKER: I = METAL ROD
 CP3453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3453_SP_SET: STAINLESS STEEL ROD
 CP3453_STAMPING: C 363 1992
 CP3453_MARK LOGO: NGS   
 CP3453_PROJECTION: FLUSH
 CP3453_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3453+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3453_ROD/PIPE-DEPTH: 7.7  meters
 CP3453
 CP3453  HISTORY     - Date     Condition        Report By
 CP3453  HISTORY     - 1992     MONUMENTED       NGS
 CP3453
 CP3453                          STATION DESCRIPTION
 CP3453
 CP3453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3453'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP3453'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP3453'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP3453'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, THENCE 1.6 KM
 CP3453'(1.00 MI) SOUTHERLY ALONG OLD BYRAM ROAD, 12.4 M (40.7 FT) WEST OF
 CP3453'THE CENTERLINE OF THE ROAD, 8.6 M (28.2 FT) NORTH OF THE CENTERLINE
 CP3453'OF A PAVED ROAD, 3.3 M (10.8 FT) WEST OF A FENCE CORNER, 0.4 M
 CP3453'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 CP3453'THE LEVEL OF THE PAVED ROADS.  NOTE--ACCESS TO THE DATUM POINT IS
 CP3453'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3213 ***********************************************************************
 BH3213  DESIGNATION -  C 364
 BH3213  PID         -  BH3213
 BH3213  STATE/COUNTY-  MS/JACKSON
 BH3213  USGS QUAD   -  VANCLEAVE (1982)
 BH3213
 BH3213                         *CURRENT SURVEY CONTROL
 BH3213  ___________________________________________________________________
 BH3213* NAD 83(1986)-  30 32 34.     (N)    088 41 15.     (W)     SCALED    
 BH3213* NAVD 88     -        10.087  (meters)      33.09   (feet)  ADJUSTED  
 BH3213  ___________________________________________________________________
 BH3213  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH3213  DYNAMIC HT  -          10.074 (meters)      33.05  (feet)  COMP
 BH3213  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BH3213
 BH3213  VERT ORDER  -  FIRST     CLASS II
 BH3213
 BH3213.The horizontal coordinates were scaled from a topographic map and have
 BH3213.an estimated accuracy of +/- 6 seconds.
 BH3213
 BH3213.The orthometric height was determined by differential leveling
 BH3213.and adjusted in September 1993.
 BH3213
 BH3213.The geoid height was determined by GEOID03.
 BH3213
 BH3213.The dynamic height is computed by dividing the NAVD 88
 BH3213.geopotential number by the normal gravity value computed on the
 BH3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3213.degrees latitude (g = 980.6199 gals.).
 BH3213
 BH3213.The modeled gravity was interpolated from observed gravity values.
 BH3213
 BH3213;                    North         East    Units  Estimated Accuracy
 BH3213;SPC MS E     -   115,600.      313,990.      MT  (+/- 180 meters Scaled)
 BH3213
 BH3213                          SUPERSEDED SURVEY CONTROL
 BH3213
 BH3213.No superseded survey control is available for this station.
 BH3213
 BH3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU381801(NAD 83)
 BH3213_MARKER: I = METAL ROD
 BH3213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3213_SP_SET: STAINLESS STEEL ROD
 BH3213_STAMPING: C 364 1993
 BH3213_MARK LOGO: NGS   
 BH3213_PROJECTION: FLUSH
 BH3213_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3213+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 BH3213_ROD/PIPE-DEPTH: 10.7 meters
 BH3213
 BH3213  HISTORY     - Date     Condition        Report By
 BH3213  HISTORY     - 1993     MONUMENTED       NGS
 BH3213  HISTORY     - 20040420 GOOD             MSHD
 BH3213
 BH3213                          STATION DESCRIPTION
 BH3213
 BH3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3213'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3213'IN VANCLEAVE, 14.9 M (48.9 FT) NORTH OF THE CENTER OF THE MOST
 BH3213'SOUTHERLY DRIVEWAY LEADING TO THE VANCLEAVE ELEMENTARY SCHOOL, 13.5 M
 BH3213'(44.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 1.9 M
 BH3213'(6.2 FT) WEST OF THE SOUTHWEST CORNER OF A BRICK PLANTER WITH A SIGN
 BH3213'(VANCLEAVE ELEMENTARY SCHOOL), AND 0.5 M (1.6 FT) EAST OF A WITNESS
 BH3213'POST AND A CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 BH3213'THROUGH A 5-INCH LOGO CAP.
 BH3213
 BH3213                          STATION RECOVERY (2004)
 BH3213
 BH3213'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004 (DLG)
 BH3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3273 ***********************************************************************
 BH3273  DESIGNATION -  C 365
 BH3273  PID         -  BH3273
 BH3273  STATE/COUNTY-  MS/HANCOCK
 BH3273  USGS QUAD   -  KILN (1976)
 BH3273
 BH3273                         *CURRENT SURVEY CONTROL
 BH3273  ___________________________________________________________________
 BH3273* NAD 83(1986)-  30 28 08.     (N)    089 29 23.     (W)     SCALED    
 BH3273* NAVD 88     -        14.170  (meters)      46.49   (feet)  ADJUSTED  
 BH3273  ___________________________________________________________________
 BH3273  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BH3273  DYNAMIC HT  -          14.152 (meters)      46.43  (feet)  COMP
 BH3273  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BH3273
 BH3273  VERT ORDER  -  FIRST     CLASS II
 BH3273
 BH3273.The horizontal coordinates were scaled from a topographic map and have
 BH3273.an estimated accuracy of +/- 6 seconds.
 BH3273
 BH3273.The orthometric height was determined by differential leveling
 BH3273.and adjusted in February 1994.
 BH3273
 BH3273.The geoid height was determined by GEOID03.
 BH3273
 BH3273.The dynamic height is computed by dividing the NAVD 88
 BH3273.geopotential number by the normal gravity value computed on the
 BH3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3273.degrees latitude (g = 980.6199 gals.).
 BH3273
 BH3273.The modeled gravity was interpolated from observed gravity values.
 BH3273
 BH3273;                    North         East    Units  Estimated Accuracy
 BH3273;SPC MS E     -   107,580.      236,970.      MT  (+/- 180 meters Scaled)
 BH3273
 BH3273                          SUPERSEDED SURVEY CONTROL
 BH3273
 BH3273.No superseded survey control is available for this station.
 BH3273
 BH3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU609733(NAD 83)
 BH3273_MARKER: DV = VERTICAL CONTROL DISK
 BH3273_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3273_SP_SET: ABUTMENT
 BH3273_STAMPING: C 365 1993
 BH3273_MARK LOGO: NGS   
 BH3273_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3273+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3273
 BH3273  HISTORY     - Date     Condition        Report By
 BH3273  HISTORY     - 1993     MONUMENTED       NGS
 BH3273
 BH3273                          STATION DESCRIPTION
 BH3273
 BH3273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3273'25.4 KM (15.80 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH3273'OF U.S. HIGHWAY 90 IN WAVELAND, IN TOP OF AND 2.7 M (8.9 FT)
 BH3273'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 BH3273'THE HIGHWAY BRIDGE SPANNING BAYOU BACON, AND 5.4 M (17.7 FT)
 BH3273'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3254 ***********************************************************************
 BH3254  DESIGNATION -  C 366
 BH3254  PID         -  BH3254
 BH3254  STATE/COUNTY-  MS/PEARL RIVER
 BH3254  USGS QUAD   -  PICAYUNE (1985)
 BH3254
 BH3254                         *CURRENT SURVEY CONTROL
 BH3254  ___________________________________________________________________
 BH3254* NAD 83(1986)-  30 30 32.     (N)    089 41 52.     (W)     SCALED    
 BH3254* NAVD 88     -        16.357  (meters)      53.66   (feet)  ADJUSTED  
 BH3254  ___________________________________________________________________
 BH3254  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BH3254  DYNAMIC HT  -          16.335 (meters)      53.59  (feet)  COMP
 BH3254  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BH3254
 BH3254  VERT ORDER  -  FIRST     CLASS II
 BH3254
 BH3254.The horizontal coordinates were scaled from a topographic map and have
 BH3254.an estimated accuracy of +/- 6 seconds.
 BH3254
 BH3254.The orthometric height was determined by differential leveling
 BH3254.and adjusted in February 1994.
 BH3254
 BH3254.The geoid height was determined by GEOID03.
 BH3254
 BH3254.The dynamic height is computed by dividing the NAVD 88
 BH3254.geopotential number by the normal gravity value computed on the
 BH3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3254.degrees latitude (g = 980.6199 gals.).
 BH3254
 BH3254.The modeled gravity was interpolated from observed gravity values.
 BH3254
 BH3254;                    North         East    Units  Estimated Accuracy
 BH3254;SPC MS E     -   112,150.      217,020.      MT  (+/- 180 meters Scaled)
 BH3254
 BH3254                          SUPERSEDED SURVEY CONTROL
 BH3254
 BH3254.No superseded survey control is available for this station.
 BH3254
 BH3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU410782(NAD 83)
 BH3254_MARKER: I = METAL ROD
 BH3254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3254_SP_SET: STAINLESS STEEL ROD
 BH3254_STAMPING: C 366 1993
 BH3254_MARK LOGO: NGS   
 BH3254_PROJECTION: RECESSED 3 CENTIMETERS
 BH3254_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3254+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3254_ROD/PIPE-DEPTH: 19.4 meters
 BH3254
 BH3254  HISTORY     - Date     Condition        Report By
 BH3254  HISTORY     - 1993     MONUMENTED       NGS
 BH3254  HISTORY     - 20050817 GOOD             NGS
 BH3254
 BH3254                          STATION DESCRIPTION
 BH3254
 BH3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3254'2.0 KM (1.25 MI) NORTHWESTERLY ALONG GOODYEAR BOULEVARD FROM THE POST
 BH3254'OFFICE IN PICAYUNE, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG BEECH
 BH3254'STREET, 157.0 M (515.1 FT) SOUTH OF THE CENTER OF AUSBORN ROAD, 12.7
 BH3254'M (41.7 FT) WEST-NORTHWEST OF A CHAIN-LINK T-FENCE CORNER, 5.4 M
 BH3254'(17.7 FT) WEST OF AND LEVEL WITH THE STREET CENTER, 2.1 M (6.9 FT)
 BH3254'NORTH OF A T-FENCE CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST
 BH3254'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BH3254'CAP.
 BH3254
 BH3254                          STATION RECOVERY (2005)
 BH3254
 BH3254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3254'0.48 M E. OF CHAIN LINK FENCE BORDERING SO. BEACH R.O.W. ON W. FLUSH
 BH3254'WITH GROUND AND ABOUT LEVEL W/ROAD.  2.5 M NE OF WOOD GATE POST AT END
 BH3254'OF WIRE FENCE RUNNING WESTERLY AWAY FROM SO. BEACH RD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0190 ***********************************************************************
 EH0190  DESIGNATION -  C 37
 EH0190  PID         -  EH0190
 EH0190  STATE/COUNTY-  MS/DE SOTO
 EH0190  USGS QUAD   -  HORN LAKE (1982)
 EH0190
 EH0190                         *CURRENT SURVEY CONTROL
 EH0190  ___________________________________________________________________
 EH0190* NAD 83(1986)-  34 54 15.     (N)    090 00 55.     (W)     SCALED    
 EH0190* NAVD 88     -        90.524  (meters)     296.99   (feet)  ADJUSTED  
 EH0190  ___________________________________________________________________
 EH0190  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0190  DYNAMIC HT  -          90.438 (meters)     296.71  (feet)  COMP
 EH0190  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 EH0190
 EH0190  VERT ORDER  -  SECOND    CLASS 0
 EH0190
 EH0190.The horizontal coordinates were scaled from a topographic map and have
 EH0190.an estimated accuracy of +/- 6 seconds.
 EH0190
 EH0190.The orthometric height was determined by differential leveling
 EH0190.and adjusted in June 1991.
 EH0190
 EH0190.The geoid height was determined by GEOID03.
 EH0190
 EH0190.The dynamic height is computed by dividing the NAVD 88
 EH0190.geopotential number by the normal gravity value computed on the
 EH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0190.degrees latitude (g = 980.6199 gals.).
 EH0190
 EH0190.The modeled gravity was interpolated from observed gravity values.
 EH0190
 EH0190;                    North         East    Units  Estimated Accuracy
 EH0190;SPC MS W     -   599,290.      729,070.      MT  (+/- 180 meters Scaled)
 EH0190
 EH0190                          SUPERSEDED SURVEY CONTROL
 EH0190
 EH0190  NGVD 29 (??/??/??)   90.498  (m)          296.91   (f) ADJUSTED    2 0
 EH0190
 EH0190.Superseded values are not recommended for survey control.
 EH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0190.See file dsdata.txt to determine how the superseded data were derived.
 EH0190
 EH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU727664(NAD 83)
 EH0190_MARKER: DB = BENCH MARK DISK
 EH0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0190_SP_SET: CULVERT
 EH0190_STAMPING: C 37 (1934)
 EH0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0190
 EH0190  HISTORY     - Date     Condition        Report By
 EH0190  HISTORY     - 1934     MONUMENTED       CGS
 EH0190  HISTORY     - 1966     GOOD             MSHD
 EH0190  HISTORY     - 1970     GOOD             NGS
 EH0190  HISTORY     - 20030408 POOR             USACE
 EH0190
 EH0190                          STATION DESCRIPTION
 EH0190
 EH0190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0190'6.5 MI N FROM HERNANDO.
 EH0190'TO REACH FROM THE EAST ENTRANCE OF THE DESOTO COUNTY COURTHOUSE GO
 EH0190'NORTHWEST ON U.S. HIGHWAY 51 FOR 5.9 MILES TO A GRAVEL CROSSROADS,
 EH0190'TURN LEFT (WEST) AND CONTINUE ON A GRAVEL ROAD FOR 1.05 MILES TO A
 EH0190'CONCRETE RAILROAD BRIDGE NO. J 409-3 OVER TYHE ROAD AND THE MARK IN
 EH0190'THE CENTER OF THE HEADWALL.  IT IS 4.3 FEET SOUTHWEST OF THE WEST
 EH0190'RAIL.  NOTE-- THE 19 IN 1934 IS NO LONGER VISIBLE DUE TO MARKS MADE BY
 EH0190'A BLUNT INSTRUMENT.
 EH0190
 EH0190                          STATION RECOVERY (1970)
 EH0190
 EH0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EH0190'RECOVERED IN GOOD CONDITION.
 EH0190
 EH0190                          STATION RECOVERY (2003)
 EH0190
 EH0190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0190'BRIDGE HAS HAD WORK PERFORMED ON SPAN AND HEADWALL. NEW CONCRETE HAS
 EH0190'BEEN POURED OVER OLD HEADWALL, THUS COVERING MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1537 ***********************************************************************
 EG1537  DESIGNATION -  C 37 USE 1950
 EG1537  PID         -  EG1537
 EG1537  STATE/COUNTY-  MS/MONROE
 EG1537  USGS QUAD   -  SMITHVILLE (1992)
 EG1537
 EG1537                         *CURRENT SURVEY CONTROL
 EG1537  ___________________________________________________________________
 EG1537* NAD 83(1993)-  34 03 59.70959(N)    088 23 53.60452(W)     ADJUSTED  
 EG1537* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 EG1537  ___________________________________________________________________
 EG1537  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EG1537  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EG1537  HORZ ORDER  -  SECOND
 EG1537
 EG1537.The horizontal coordinates were established by classical geodetic methods
 EG1537.and adjusted by the National Geodetic Survey in May 1994.
 EG1537
 EG1537.The orthometric height was scaled from a topographic map.
 EG1537
 EG1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1537
 EG1537.The geoid height was determined by GEOID03.
 EG1537
 EG1537;                    North         East     Units Scale Factor Converg.
 EG1537;SPC MS E     -   506,418.194   340,164.276   MT  0.99996988   +0 14 37.4
 EG1537;SPC MS E     - 1,661,473.69  1,116,022.30   sFT  0.99996988   +0 14 37.4
 EG1537;UTM  16      - 3,770,420.933   370,973.120   MT  0.99980522   -0 46 60.0
 EG1537
 EG1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1537!SPC MS E     -   0.99999162  x   0.99996988  =   0.99996150
 EG1537!UTM  16      -   0.99999162  x   0.99980522  =   0.99979685
 EG1537
 EG1537                          SUPERSEDED SURVEY CONTROL
 EG1537
 EG1537  NAD 83(1993)-  34 03 59.71328(N)    088 23 53.60594(W) AD(       ) 2
 EG1537  NAD 83(1986)-  34 03 59.71850(N)    088 23 53.60374(W) AD(       ) 2
 EG1537  NAD 27      -  34 03 59.32500(N)    088 23 53.44100(W) AD(       ) 2
 EG1537
 EG1537.Superseded values are not recommended for survey control.
 EG1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1537.See file dsdata.txt to determine how the superseded data were derived.
 EG1537
 EG1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7097370421(NAD 83)
 EG1537_MARKER: DD = SURVEY DISK
 EG1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1537+STABILITY: SURFACE MOTION
 EG1537
 EG1537  HISTORY     - Date     Condition        Report By
 EG1537  HISTORY     - 1950     MONUMENTED       USE
 EG1537
 EG1537                          STATION DESCRIPTION
 EG1537
 EG1537'DESCRIBED BY US ENGINEERS 1950 (VRS)
 EG1537'TO REACH THE STATION FROM THE POST OFFICE ON MAIN STREET IN
 EG1537'SMITHVILLE, GO WEST ON
 EG1537'STATE HIGHWAY 25 FOR 0.5 MILE TO A T-ROAD SOUTH, TURN LEFT,
 EG1537'GO SOUTH 0.1 MILE TO THE
 EG1537'STATION.
 EG1537'
 EG1537'C - 37 (USE) WAS USED AS A REFERENCE MARK.  IT IS 6 FEET WEST OF THE
 EG1537'WEST RAIL OF THE
 EG1537'RAILROAD TRACKS.  THE MARK IS A STANDARD U.S.E.  DISK SET
 EG1537'IN THE TOP OF A 6-BY 6 INCH
 EG1537'CONCRETE POST THAT IS FLUSH WITH THE
 EG1537'GROUND.  THE DISK IS STAMPED C - 37 TRA.  STA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1142 ***********************************************************************
 EG1142  DESIGNATION -  C 38
 EG1142  PID         -  EG1142
 EG1142  STATE/COUNTY-  MS/PANOLA
 EG1142  USGS QUAD   -  SARDIS SE (1982)
 EG1142
 EG1142                         *CURRENT SURVEY CONTROL
 EG1142  ___________________________________________________________________
 EG1142* NAD 83(1986)-  34 20 47.     (N)    089 49 15.     (W)     SCALED    
 EG1142* NAVD 88     -        93.473  (meters)     306.67   (feet)  ADJUSTED  
 EG1142  ___________________________________________________________________
 EG1142  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EG1142  DYNAMIC HT  -          93.383 (meters)     306.37  (feet)  COMP
 EG1142  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 EG1142
 EG1142  VERT ORDER  -  SECOND    CLASS 0
 EG1142
 EG1142.The horizontal coordinates were scaled from a topographic map and have
 EG1142.an estimated accuracy of +/- 6 seconds.
 EG1142
 EG1142.The orthometric height was determined by differential leveling
 EG1142.and adjusted in June 1991.
 EG1142
 EG1142.The geoid height was determined by GEOID03.
 EG1142
 EG1142.The dynamic height is computed by dividing the NAVD 88
 EG1142.geopotential number by the normal gravity value computed on the
 EG1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1142.degrees latitude (g = 980.6199 gals.).
 EG1142
 EG1142.The modeled gravity was interpolated from observed gravity values.
 EG1142
 EG1142;                    North         East    Units  Estimated Accuracy
 EG1142;SPC MS W     -   537,490.      747,150.      MT  (+/- 180 meters Scaled)
 EG1142
 EG1142                          SUPERSEDED SURVEY CONTROL
 EG1142
 EG1142  NGVD 29 (??/??/92)   93.48   (m)          306.7    (f) COMPUTED    2 0
 EG1142
 EG1142.Superseded values are not recommended for survey control.
 EG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1142.See file dsdata.txt to determine how the superseded data were derived.
 EG1142
 EG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD405041(NAD 83)
 EG1142_MARKER: DB = BENCH MARK DISK
 EG1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1142+STABILITY: SURFACE MOTION
 EG1142
 EG1142  HISTORY     - Date     Condition        Report By
 EG1142  HISTORY     - UNK      MONUMENTED       CGS
 EG1142  HISTORY     - 1967     MARK NOT FOUND   MSHD
 EG1142  HISTORY     - 1978     MARK NOT FOUND   USGS
 EG1142  HISTORY     - 20080122 MARK NOT FOUND   MSDOT
 EG1142
 EG1142                          STATION DESCRIPTION
 EG1142
 EG1142'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1142'8.7 MI NE FROM BATESVILLE.
 EG1142'THE MARK IS LOCATED 8.7 MILES NORTHEAST ALONG THE OXFORD ROAD (OLD
 EG1142'STATE HIGHWAY 6) FROM THE HIGH SCHOOL AT BATESVILLE, AT THE NORTHEAST
 EG1142'EDGE OF A PRIVATE ROAD LEADING TO THE E. L. SIMMONO RANCHHOUSE IN
 EG1142'1934, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, AND 2
 EG1142'FEET NORTHWEST OF THE FENCE.
 EG1142
 EG1142                          STATION RECOVERY (1978)
 EG1142
 EG1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EG1142'MARK NOT FOUND.
 EG1142
 EG1142                          STATION RECOVERY (2008)
 EG1142
 EG1142'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1217 ***********************************************************************
 EG1217  DESIGNATION -  C 39
 EG1217  PID         -  EG1217
 EG1217  STATE/COUNTY-  MS/DE SOTO
 EG1217  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1217
 EG1217                         *CURRENT SURVEY CONTROL
 EG1217  ___________________________________________________________________
 EG1217* NAD 83(1986)-  34 56 17.     (N)    089 47 40.     (W)     SCALED    
 EG1217* NAVD 88     -       121.036  (meters)     397.10   (feet)  ADJUSTED  
 EG1217  ___________________________________________________________________
 EG1217  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1217  DYNAMIC HT  -         120.922 (meters)     396.72  (feet)  COMP
 EG1217  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 EG1217
 EG1217  VERT ORDER  -  SECOND    CLASS 0
 EG1217
 EG1217.The horizontal coordinates were scaled from a topographic map and have
 EG1217.an estimated accuracy of +/- 6 seconds.
 EG1217
 EG1217.The orthometric height was determined by differential leveling
 EG1217.and adjusted in June 1991.
 EG1217
 EG1217.The geoid height was determined by GEOID03.
 EG1217
 EG1217.The dynamic height is computed by dividing the NAVD 88
 EG1217.geopotential number by the normal gravity value computed on the
 EG1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1217.degrees latitude (g = 980.6199 gals.).
 EG1217
 EG1217.The modeled gravity was interpolated from observed gravity values.
 EG1217
 EG1217;                    North         East    Units  Estimated Accuracy
 EG1217;SPC MS W     -   603,130.      749,230.      MT  (+/- 180 meters Scaled)
 EG1217
 EG1217                          SUPERSEDED SURVEY CONTROL
 EG1217
 EG1217  NGVD 29 (??/??/92)  120.991  (m)          396.95   (f) ADJ UNCH    2 0
 EG1217
 EG1217.Superseded values are not recommended for survey control.
 EG1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1217.See file dsdata.txt to determine how the superseded data were derived.
 EG1217
 EG1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD447697(NAD 83)
 EG1217_MARKER: DB = BENCH MARK DISK
 EG1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1217+STABILITY: SURFACE MOTION
 EG1217
 EG1217  HISTORY     - Date     Condition        Report By
 EG1217  HISTORY     - UNK      MONUMENTED       CGS
 EG1217  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1217  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1217
 EG1217                          STATION DESCRIPTION
 EG1217
 EG1217'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1217'2.2 MI NW FROM MILLER.
 EG1217'ABOUT 2.2 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EG1217'FROM THE STATION AT MILLER.  IT IS ABOUT 75 FEET SOUTH OF POLE 504 +
 EG1217'5, 56 FEET SOUTHWEST OF THE CENTER OF THE TRACK, AND 4 FEET NORTHEAST
 EG1217'OF A FENCE.
 EG1217
 EG1217                          STATION RECOVERY (2008)
 EG1217
 EG1217'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1217'MARK PROBABLY DESTROYED AS DESCRIBED LOCATION FALLS INSIDE FILLED AND
 EG1217'FENCED YARD FOR DIAMOND AUTO AND TRUCK REPAIR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1149 ***********************************************************************
 DJ1149  DESIGNATION -  C 4
 DJ1149  PID         -  DJ1149
 DJ1149  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1149  USGS QUAD   -  MABEN (1972)
 DJ1149
 DJ1149                         *CURRENT SURVEY CONTROL
 DJ1149  ___________________________________________________________________
 DJ1149* NAD 83(1986)-  33 33 15.     (N)    089 05 02.     (W)     SCALED    
 DJ1149* NAVD 88     -       130.950  (meters)     429.63   (feet)  ADJUSTED  
 DJ1149  ___________________________________________________________________
 DJ1149  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1149  DYNAMIC HT  -         130.809 (meters)     429.16  (feet)  COMP
 DJ1149  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DJ1149
 DJ1149  VERT ORDER  -  FIRST     CLASS II
 DJ1149
 DJ1149.The horizontal coordinates were scaled from a topographic map and have
 DJ1149.an estimated accuracy of +/- 6 seconds.
 DJ1149
 DJ1149.The orthometric height was determined by differential leveling
 DJ1149.and adjusted in June 1991.
 DJ1149
 DJ1149.The geoid height was determined by GEOID03.
 DJ1149
 DJ1149.The dynamic height is computed by dividing the NAVD 88
 DJ1149.geopotential number by the normal gravity value computed on the
 DJ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1149.degrees latitude (g = 980.6199 gals.).
 DJ1149
 DJ1149.The modeled gravity was interpolated from observed gravity values.
 DJ1149
 DJ1149;                    North         East    Units  Estimated Accuracy
 DJ1149;SPC MS E     -   449,530.      276,730.      MT  (+/- 180 meters Scaled)
 DJ1149
 DJ1149                          SUPERSEDED SURVEY CONTROL
 DJ1149
 DJ1149  NGVD 29 (??/??/92)  130.879  (m)          429.39   (f) ADJ UNCH    1 2
 DJ1149
 DJ1149.Superseded values are not recommended for survey control.
 DJ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1149.See file dsdata.txt to determine how the superseded data were derived.
 DJ1149
 DJ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC065146(NAD 83)
 DJ1149_MARKER: DB = BENCH MARK DISK
 DJ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1149_STAMPING: C 4 1933
 DJ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1149+STABILITY: SURFACE MOTION
 DJ1149
 DJ1149  HISTORY     - Date     Condition        Report By
 DJ1149  HISTORY     - 1933     MONUMENTED       CGS
 DJ1149  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1149  HISTORY     - 1971     POOR             NGS
 DJ1149
 DJ1149                          STATION DESCRIPTION
 DJ1149
 DJ1149'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1149'IN MABEN.
 DJ1149'AT MABEN, OKTIBBEHA COUNTY, 114.3 FEET WEST OF THE WEST END OF THE
 DJ1149'COLUMBUS AND GREENVILLE RAILWAY STATION, 39 FEET SOUTHWEST OF THE
 DJ1149'SOUTHEAST CORNER OF A WAREHOUSE, 28.5 FEET SOUTHEAST OF THE SOUTHWEST
 DJ1149'CORNER OF THE WAREHOUSE, AND 15.4 FEET NORTH OF THE CENTERLINE OF THE
 DJ1149'MAIN TRACK.  A STANDARD DISK STAMPED C 4 1933 AND SET IN THE TOP OF A
 DJ1149'CONCRETE POST.  NOTE-- THERE IS A LARGE PULP WOOD YARD AT THE
 DJ1149'LOCATION.
 DJ1149
 DJ1149                          STATION RECOVERY (1971)
 DJ1149
 DJ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DJ1149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1030 ***********************************************************************
 EG1030  DESIGNATION -  C 40
 EG1030  PID         -  EG1030
 EG1030  STATE/COUNTY-  MS/UNION
 EG1030  USGS QUAD   -  MYRTLE (1982)
 EG1030
 EG1030                         *CURRENT SURVEY CONTROL
 EG1030  ___________________________________________________________________
 EG1030* NAD 83(1986)-  34 33 19.     (N)    089 06 40.     (W)     SCALED    
 EG1030* NAVD 88     -       121.194  (meters)     397.62   (feet)  ADJUSTED  
 EG1030  ___________________________________________________________________
 EG1030  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EG1030  DYNAMIC HT  -         121.078 (meters)     397.24  (feet)  COMP
 EG1030  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 EG1030
 EG1030  VERT ORDER  -  SECOND    CLASS 0
 EG1030
 EG1030.The horizontal coordinates were scaled from a topographic map and have
 EG1030.an estimated accuracy of +/- 6 seconds.
 EG1030
 EG1030.The orthometric height was determined by differential leveling
 EG1030.and adjusted in June 1991.
 EG1030
 EG1030.The geoid height was determined by GEOID03.
 EG1030
 EG1030.The dynamic height is computed by dividing the NAVD 88
 EG1030.geopotential number by the normal gravity value computed on the
 EG1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1030.degrees latitude (g = 980.6199 gals.).
 EG1030
 EG1030.The modeled gravity was interpolated from observed gravity values.
 EG1030
 EG1030;                    North         East    Units  Estimated Accuracy
 EG1030;SPC MS E     -   560,580.      274,510.      MT  (+/- 180 meters Scaled)
 EG1030
 EG1030                          SUPERSEDED SURVEY CONTROL
 EG1030
 EG1030  NGVD 29 (??/??/92)  121.172  (m)          397.55   (f) ADJ UNCH    2 0
 EG1030
 EG1030.Superseded values are not recommended for survey control.
 EG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1030.See file dsdata.txt to determine how the superseded data were derived.
 EG1030
 EG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD063257(NAD 83)
 EG1030_MARKER: DB = BENCH MARK DISK
 EG1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1030_SP_SET: CULVERT
 EG1030_STAMPING: C 40 1934
 EG1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1030+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG1030
 EG1030  HISTORY     - Date     Condition        Report By
 EG1030  HISTORY     - 1934     MONUMENTED       CGS
 EG1030  HISTORY     - 1966     GOOD             MSHD
 EG1030  HISTORY     - 1979     GOOD             MSHD
 EG1030  HISTORY     - 20020501 GOOD             USACE
 EG1030
 EG1030                          STATION DESCRIPTION
 EG1030
 EG1030'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1030'.45 MI SE FROM MYRTLE.
 EG1030'TO REACH FROM THE POST OFFICE IN MYRTLE GO EAST ON MAIN STREET FOR
 EG1030'0.45 MILES TO A CONCRETE CULVERT ON THE LEFT UNDER THE RAILROAD AND
 EG1030'THE MARK IN THE TOP OF THE SOUTHWEST CORNER.  THE MARK IS A DISK SET
 EG1030'IN CEMENT IN A DRILLED HOLE.  IT IS 100 FEET NORTHWEST OF MILEPOST
 EG1030'555, 48 FEET NORTHEAST OF THE CENTERLINE OF A ROAD, 40 FEET SOUTHWEST
 EG1030'OF THE CENTERLINE OF THE MAIN TRACK OF THE SAN FRANCISCO RAILROAD, AND
 EG1030'6 FEET ABOVE THE LEVEL OF THE ROAD.
 EG1030
 EG1030                          STATION RECOVERY (1979)
 EG1030
 EG1030'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1030'TO REACH FROM THE NORTH RAILROAD CROSSING IN MYRTLE GO E ON MAIN
 EG1030'STREET PARALLELING THE RAILROAD FOR 0.45 MILE TO A CULVERT UNDER THE
 EG1030'RAILROAD AND THE MARK IN THE SW CORNER OF W HEADWALL. IT IS 32 FEET
 EG1030'SW CENTER OF RAILROAD, 30 FEET NE CENTER OF ROAD.
 EG1030
 EG1030                          STATION RECOVERY (2002)
 EG1030
 EG1030'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1069 ***********************************************************************
 EG1069  DESIGNATION -  C 42
 EG1069  PID         -  EG1069
 EG1069  STATE/COUNTY-  MS/PONTOTOC
 EG1069  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1069
 EG1069                         *CURRENT SURVEY CONTROL
 EG1069  ___________________________________________________________________
 EG1069* NAD 83(1986)-  34 15 16.     (N)    089 00 41.     (W)     SCALED    
 EG1069* NAVD 88     -       139.714  (meters)     458.38   (feet)  ADJUSTED  
 EG1069  ___________________________________________________________________
 EG1069  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EG1069  DYNAMIC HT  -         139.575 (meters)     457.92  (feet)  COMP
 EG1069  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 EG1069
 EG1069  VERT ORDER  -  SECOND    CLASS 0
 EG1069
 EG1069.The horizontal coordinates were scaled from a topographic map and have
 EG1069.an estimated accuracy of +/- 6 seconds.
 EG1069
 EG1069.The orthometric height was determined by differential leveling
 EG1069.and adjusted in June 1991.
 EG1069
 EG1069.The geoid height was determined by GEOID03.
 EG1069
 EG1069.The dynamic height is computed by dividing the NAVD 88
 EG1069.geopotential number by the normal gravity value computed on the
 EG1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1069.degrees latitude (g = 980.6199 gals.).
 EG1069
 EG1069.The modeled gravity was interpolated from observed gravity values.
 EG1069
 EG1069;                    North         East    Units  Estimated Accuracy
 EG1069;SPC MS E     -   527,180.      283,600.      MT  (+/- 180 meters Scaled)
 EG1069
 EG1069                          SUPERSEDED SURVEY CONTROL
 EG1069
 EG1069  NGVD 29 (??/??/92)  139.657  (m)          458.19   (f) ADJ UNCH    2 0
 EG1069
 EG1069.Superseded values are not recommended for survey control.
 EG1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1069.See file dsdata.txt to determine how the superseded data were derived.
 EG1069
 EG1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC147921(NAD 83)
 EG1069_MARKER: DB = BENCH MARK DISK
 EG1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1069_STAMPING: C-42 1935
 EG1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1069+STABILITY: SURFACE MOTION
 EG1069
 EG1069  HISTORY     - Date     Condition        Report By
 EG1069  HISTORY     - 1935     MONUMENTED       CGS
 EG1069
 EG1069                          STATION DESCRIPTION
 EG1069
 EG1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1069'1.5 MI N FROM PONTOTOC.
 EG1069'1.5 MILES NORTH OF G M AND N RR DEPOT AT PONTOTOC ON TOP OF SOUTH
 EG1069'CONCRETE ABUTMENT AT WEST END OF GULF MOBILE AND NORTHERN RAILROAD
 EG1069'BRIDGE 307-6 OVER STATE HIGHWAY 15.  8 FEET SOUTH OF CENTERLINE OF
 EG1069'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1070 ***********************************************************************
 EG1070  DESIGNATION -  C 42 RESET
 EG1070  PID         -  EG1070
 EG1070  STATE/COUNTY-  MS/PONTOTOC
 EG1070  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1070
 EG1070                         *CURRENT SURVEY CONTROL
 EG1070  ___________________________________________________________________
 EG1070* NAD 83(1986)-  34 15 15.     (N)    089 00 54.     (W)     SCALED    
 EG1070* NAVD 88     -       139.876  (meters)     458.91   (feet)  ADJUSTED  
 EG1070  ___________________________________________________________________
 EG1070  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EG1070  DYNAMIC HT  -         139.736 (meters)     458.45  (feet)  COMP
 EG1070  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 EG1070
 EG1070  VERT ORDER  -  SECOND    CLASS 0
 EG1070
 EG1070.The horizontal coordinates were scaled from a topographic map and have
 EG1070.an estimated accuracy of +/- 6 seconds.
 EG1070
 EG1070.The orthometric height was determined by differential leveling
 EG1070.and adjusted in June 1991.
 EG1070
 EG1070.The geoid height was determined by GEOID03.
 EG1070
 EG1070.The dynamic height is computed by dividing the NAVD 88
 EG1070.geopotential number by the normal gravity value computed on the
 EG1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1070.degrees latitude (g = 980.6199 gals.).
 EG1070
 EG1070.The modeled gravity was interpolated from observed gravity values.
 EG1070
 EG1070;                    North         East    Units  Estimated Accuracy
 EG1070;SPC MS E     -   527,150.      283,270.      MT  (+/- 180 meters Scaled)
 EG1070
 EG1070                          SUPERSEDED SURVEY CONTROL
 EG1070
 EG1070  NGVD 29 (??/??/92)  139.818  (m)          458.72   (f) ADJ UNCH    2 0
 EG1070
 EG1070.Superseded values are not recommended for survey control.
 EG1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1070.See file dsdata.txt to determine how the superseded data were derived.
 EG1070
 EG1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC144921(NAD 83)
 EG1070_MARKER: DB = BENCH MARK DISK
 EG1070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1070_SP_SET: RAILROAD ABUTMENT
 EG1070_STAMPING: C 42 RESET 1936
 EG1070_MARK LOGO: CGS   
 EG1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1070+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1984
 EG1070
 EG1070  HISTORY     - Date     Condition        Report By
 EG1070  HISTORY     - 1936     MONUMENTED       CGS
 EG1070  HISTORY     - 1962     GOOD             MSHD
 EG1070  HISTORY     - 1977     GOOD             MSHD
 EG1070  HISTORY     - 19840807 GOOD             MSHD
 EG1070
 EG1070                          STATION DESCRIPTION
 EG1070
 EG1070'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1070'1.5 MI N FROM PONTOTOC.
 EG1070'THE MARK IS 1.5 MILES NORTH ALONG THE GULF, MOBILE AND NORTHERN
 EG1070'RAILROAD FROM THE STATION AT PONTOTOC, PONTOTOC COUNTY, 320 FEET
 EG1070'SOUTHWEST OF A LARGE BROWN FARMHOUSE, 50 FEET WEST OF THE CENTER LINE
 EG1070'OF THE TRACK, AND 50 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 15.
 EG1070'A STANDARD DISK STAMPED B 42 1935 AND SET IN THE TOP OF A CONCRETE
 EG1070'POST.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE.
 EG1070
 EG1070                          STATION RECOVERY (1977)
 EG1070
 EG1070'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1070'TO REACH FROM THE COURTHOUSE IN PONTOTOC GO NORTH ON STATE HIGHWAY 15
 EG1070'FOR 0.4 MILE TO STATE HIGHWAY 6, TURN LEFT AND GO WEST FOR 0.6 MILE
 EG1070'THE MARK IS LOCATED ON THE ILLINOIS CENTRAL AND GULF RAILROAD AT
 EG1070'OVERPASS 307.6 OVER STATE HIGHWAY 6 AND 15 BUSINESS ROUTES, IN A DRILL
 EG1070'HOLE IN THE WEST ABUTMENT AT THE NORTHWEST END OF THE OVERPASS, 8 FEET
 EG1070'SOUTHWEST OF THE SOUTHWEST RAIL, 3.5 FEET WEST OF THE NORTH END OF THE
 EG1070'WEST BANNISTER.
 EG1070
 EG1070                          STATION RECOVERY (1984)
 EG1070
 EG1070'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1192 ***********************************************************************
 DJ1192  DESIGNATION -  C 43
 DJ1192  PID         -  DJ1192
 DJ1192  STATE/COUNTY-  MS/WEBSTER
 DJ1192  USGS QUAD   -  MANTEE (1972)
 DJ1192
 DJ1192                         *CURRENT SURVEY CONTROL
 DJ1192  ___________________________________________________________________
 DJ1192* NAD 83(1986)-  33 39 32.     (N)    089 03 50.     (W)     SCALED    
 DJ1192* NAVD 88     -        98.738  (meters)     323.94   (feet)  ADJUSTED  
 DJ1192  ___________________________________________________________________
 DJ1192  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1192  DYNAMIC HT  -          98.634 (meters)     323.60  (feet)  COMP
 DJ1192  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DJ1192
 DJ1192  VERT ORDER  -  SECOND    CLASS 0
 DJ1192
 DJ1192.The horizontal coordinates were scaled from a topographic map and have
 DJ1192.an estimated accuracy of +/- 6 seconds.
 DJ1192
 DJ1192.The orthometric height was determined by differential leveling
 DJ1192.and adjusted in June 1991.
 DJ1192
 DJ1192.The geoid height was determined by GEOID03.
 DJ1192
 DJ1192.The dynamic height is computed by dividing the NAVD 88
 DJ1192.geopotential number by the normal gravity value computed on the
 DJ1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1192.degrees latitude (g = 980.6199 gals.).
 DJ1192
 DJ1192.The modeled gravity was interpolated from observed gravity values.
 DJ1192
 DJ1192;                    North         East    Units  Estimated Accuracy
 DJ1192;SPC MS E     -   461,140.      278,620.      MT  (+/- 180 meters Scaled)
 DJ1192
 DJ1192                          SUPERSEDED SURVEY CONTROL
 DJ1192
 DJ1192  NGVD 29 (??/??/92)   98.675  (m)          323.74   (f) ADJ UNCH    2 0
 DJ1192
 DJ1192.Superseded values are not recommended for survey control.
 DJ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1192.See file dsdata.txt to determine how the superseded data were derived.
 DJ1192
 DJ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC086262(NAD 83)
 DJ1192_MARKER: DB = BENCH MARK DISK
 DJ1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1192_STAMPING: C 43 1935
 DJ1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1192+STABILITY: SURFACE MOTION
 DJ1192
 DJ1192  HISTORY     - Date     Condition        Report By
 DJ1192  HISTORY     - 1935     MONUMENTED       CGS
 DJ1192  HISTORY     - 1963     GOOD             MSHD
 DJ1192  HISTORY     - 1981     GOOD             LOCSUR
 DJ1192
 DJ1192                          STATION DESCRIPTION
 DJ1192
 DJ1192'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1192'7.5 MI N FROM MABEN.
 DJ1192'THE MARK IS LOCATED 7.5 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO
 DJ1192'RAILROAD FROM THE STATION IN MABEN AND AT AN EAST-WEST ROAD CROSSING.
 DJ1192'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST. IT
 DJ1192'IS 49 FEET WEST OF MILEPOST 265, 36.3 FEET WEST OF THE WEST RAIL, 28
 DJ1192'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 18 FEET SOUTHEAST OF A
 DJ1192'RAILROAD STOP SIGN, 16.5 FEET NORTHEAST OF A 36-INCH OAK TREE, ABOUT
 DJ1192'LEVEL WITH THE TRACK, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS
 DJ1192'SET 1.0 FOOT EAST OF THE MARK.
 DJ1192
 DJ1192                          STATION RECOVERY (1981)
 DJ1192
 DJ1192'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0896 ***********************************************************************
 EG0896  DESIGNATION -  C 44
 EG0896  PID         -  EG0896
 EG0896  STATE/COUNTY-  MS/UNION
 EG0896  USGS QUAD   -  KEOWNVILLE (1982)
 EG0896
 EG0896                         *CURRENT SURVEY CONTROL
 EG0896  ___________________________________________________________________
 EG0896* NAD 83(1986)-  34 30 57.     (N)    088 54 53.     (W)     SCALED    
 EG0896* NAVD 88     -       150.959  (meters)     495.27   (feet)  POSTED    
 EG0896  ___________________________________________________________________
 EG0896  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EG0896  DYNAMIC HT  -         150.810 (meters)     494.78  (feet)  COMP
 EG0896  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EG0896
 EG0896  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG0896
 EG0896.The horizontal coordinates were scaled from a topographic map and have
 EG0896.an estimated accuracy of +/- 6 seconds.
 EG0896
 EG0896.The orthometric height was determined by differential leveling
 EG0896.and adjusted by the  in 1992.
 EG0896.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG0896.was located on a no-check spur therefore a value was not computed.
 EG0896.No vertical observational check was made to the station.
 EG0896
 EG0896.The geoid height was determined by GEOID03.
 EG0896
 EG0896.The dynamic height is computed by dividing the NAVD 88
 EG0896.geopotential number by the normal gravity value computed on the
 EG0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0896.degrees latitude (g = 980.6199 gals.).
 EG0896
 EG0896.The modeled gravity was interpolated from observed gravity values.
 EG0896
 EG0896;                    North         East    Units  Estimated Accuracy
 EG0896;SPC MS E     -   556,170.      292,530.      MT  (+/- 180 meters Scaled)
 EG0896
 EG0896                          SUPERSEDED SURVEY CONTROL
 EG0896
 EG0896  NGVD 29 (??/??/92)  150.923  (m)          495.15   (f) ADJ UNCH    2 0
 EG0896
 EG0896.Superseded values are not recommended for survey control.
 EG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0896.See file dsdata.txt to determine how the superseded data were derived.
 EG0896
 EG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD242210(NAD 83)
 EG0896_MARKER: DB = BENCH MARK DISK
 EG0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0896_STAMPING: C-44 1934
 EG0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0896+STABILITY: SURFACE MOTION
 EG0896
 EG0896  HISTORY     - Date     Condition        Report By
 EG0896  HISTORY     - 1934     MONUMENTED       CGS
 EG0896  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG0896
 EG0896                          STATION DESCRIPTION
 EG0896
 EG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG0896'6.3 MI E FROM NEW ALBANY.
 EG0896'6.3 MILES EAST OF ST. L AND SF RR DEPOT AT NEW ALBANY 36 FEET EAST OF
 EG0896'CENTERLINE OF WHEELER-NEW ALBANY ROAD.  AT SOUTH EDGE OF GATE AT
 EG0896'PRIVATE ROAD.  2 FEET WEST OF FENCE LINE.  1 FOOT BELOW LEVEL OF ROAD.
 EG0896
 EG0896                          STATION RECOVERY (1962)
 EG0896
 EG0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0317 ***********************************************************************
 EH0317  DESIGNATION -  C 45
 EH0317  PID         -  EH0317
 EH0317  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0317  USGS QUAD   -  CHARLESTON (1982)
 EH0317
 EH0317                         *CURRENT SURVEY CONTROL
 EH0317  ___________________________________________________________________
 EH0317* NAD 83(1986)-  34 00 23.     (N)    090 02 49.     (W)     SCALED    
 EH0317* NAVD 88     -        65.215  (meters)     213.96   (feet)  ADJUSTED  
 EH0317  ___________________________________________________________________
 EH0317  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH0317  DYNAMIC HT  -          65.151 (meters)     213.75  (feet)  COMP
 EH0317  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 EH0317
 EH0317  VERT ORDER  -  SECOND    CLASS 0
 EH0317
 EH0317.The horizontal coordinates were scaled from a topographic map and have
 EH0317.an estimated accuracy of +/- 6 seconds.
 EH0317
 EH0317.The orthometric height was determined by differential leveling
 EH0317.and adjusted in June 1991.
 EH0317
 EH0317.The geoid height was determined by GEOID03.
 EH0317
 EH0317.The dynamic height is computed by dividing the NAVD 88
 EH0317.geopotential number by the normal gravity value computed on the
 EH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0317.degrees latitude (g = 980.6199 gals.).
 EH0317
 EH0317.The modeled gravity was interpolated from observed gravity values.
 EH0317
 EH0317;                    North         East    Units  Estimated Accuracy
 EH0317;SPC MS W     -   499,690.      726,460.      MT  (+/- 180 meters Scaled)
 EH0317
 EH0317                          SUPERSEDED SURVEY CONTROL
 EH0317
 EH0317  NGVD 29 (??/??/??)   65.260  (m)          214.11   (f) ADJUSTED    2 0
 EH0317
 EH0317.Superseded values are not recommended for survey control.
 EH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0317.See file dsdata.txt to determine how the superseded data were derived.
 EH0317
 EH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT727667(NAD 83)
 EH0317_MARKER: DB = BENCH MARK DISK
 EH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0317_STAMPING: C 45 1935
 EH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0317+STABILITY: SURFACE MOTION
 EH0317
 EH0317  HISTORY     - Date     Condition        Report By
 EH0317  HISTORY     - 1935     MONUMENTED       CGS
 EH0317  HISTORY     - 1968     MARK NOT FOUND   MSHD
 EH0317  HISTORY     - 1980     MARK NOT FOUND   USGS
 EH0317  HISTORY     - 20080212 MARK NOT FOUND   MSDOT
 EH0317
 EH0317                          STATION DESCRIPTION
 EH0317
 EH0317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0317'IN CHARLESTON.
 EH0317'THE MARK IS LOCATED AT CHARLESTON, TALLAHATCHIE COUNTY, ON STATE
 EH0317'HIGHWAY 32, 690 FEET EAST OF THE CROSSING OF THE ILLINOIS CENTRAL
 EH0317'RAILROAD, 42 FEET NORTH OF THE CENTER LINE OF MAIN STREET, AND 3 FEET
 EH0317'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 45 1935 AND SET IN
 EH0317'THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD CROSSING MENTIONED IN
 EH0317'THE PREVIOUS DESCRIPTION NO LONGER EXISTS.
 EH0317
 EH0317                          STATION RECOVERY (1980)
 EH0317
 EH0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EH0317'MARK NOT FOUND.
 EH0317
 EH0317                          STATION RECOVERY (2008)
 EH0317
 EH0317'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0628 ***********************************************************************
 DK0628  DESIGNATION -  C 47
 DK0628  PID         -  DK0628
 DK0628  STATE/COUNTY-  MS/BOLIVAR
 DK0628  USGS QUAD   -  SHAW (1967)
 DK0628
 DK0628                         *CURRENT SURVEY CONTROL
 DK0628  ___________________________________________________________________
 DK0628* NAD 83(1986)-  33 37 02.     (N)    090 45 49.     (W)     SCALED    
 DK0628* NAVD 88     -        40.233  (meters)     132.00   (feet)  ADJUSTED  
 DK0628  ___________________________________________________________________
 DK0628  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK0628  DYNAMIC HT  -          40.191 (meters)     131.86  (feet)  COMP
 DK0628  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 DK0628
 DK0628  VERT ORDER  -  SECOND    CLASS 0
 DK0628
 DK0628.The horizontal coordinates were scaled from a topographic map and have
 DK0628.an estimated accuracy of +/- 6 seconds.
 DK0628
 DK0628.The orthometric height was determined by differential leveling
 DK0628.and adjusted in June 1991.
 DK0628
 DK0628.The geoid height was determined by GEOID03.
 DK0628
 DK0628.The dynamic height is computed by dividing the NAVD 88
 DK0628.geopotential number by the normal gravity value computed on the
 DK0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0628.degrees latitude (g = 980.6199 gals.).
 DK0628
 DK0628.The modeled gravity was interpolated from observed gravity values.
 DK0628
 DK0628;                    North         East    Units  Estimated Accuracy
 DK0628;SPC MS W     -   456,580.      660,070.      MT  (+/- 180 meters Scaled)
 DK0628
 DK0628                          SUPERSEDED SURVEY CONTROL
 DK0628
 DK0628  NGVD 29 (??/??/??)   40.362  (m)          132.42   (f) ADJUSTED    2 0
 DK0628
 DK0628.Superseded values are not recommended for survey control.
 DK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0628.See file dsdata.txt to determine how the superseded data were derived.
 DK0628
 DK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT074219(NAD 83)
 DK0628_MARKER: DB = BENCH MARK DISK
 DK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0628_STAMPING: C 47 1935
 DK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0628+STABILITY: SURFACE MOTION
 DK0628
 DK0628  HISTORY     - Date     Condition        Report By
 DK0628  HISTORY     - 1935     MONUMENTED       CGS
 DK0628  HISTORY     - 1965     MARK NOT FOUND   USGS
 DK0628
 DK0628                          STATION DESCRIPTION
 DK0628
 DK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0628'9.2 MI S FROM CLEVELAND.
 DK0628'9.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 DK0628'OFFICE AT CLEVELAND, BELIVAR COUNTY, 1.4 MILES NORTH OF THE CITY HALL
 DK0628'AT SHAW, ABOUT 660 FEET NORTH OF MILEPOST 123, 51 FEET WEST OF THE
 DK0628'CENTERLINE OF U.S. HIGHWAY 61, AND 30 FEET EAST OF THE CENTERLINE OF
 DK0628'THE TRACK.  A STANDARD DISK, STAMPED C 47 1935 AND SET IN THE TOP OF A
 DK0628'CONCRETE POST.  NOTE-- ROAD HAS BEEN WIDENED.
 DK0628
 DK0628                          STATION RECOVERY (1965)
 DK0628
 DK0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0456 ***********************************************************************
 DK0456  DESIGNATION -  C 49
 DK0456  PID         -  DK0456
 DK0456  STATE/COUNTY-  MS/HUMPHREYS
 DK0456  USGS QUAD   -  MIDNIGHT (1965)
 DK0456
 DK0456                         *CURRENT SURVEY CONTROL
 DK0456  ___________________________________________________________________
 DK0456* NAD 83(1986)-  33 06 12.     (N)    090 30 00.     (W)     SCALED    
 DK0456* NAVD 88     -        32.321  (meters)     106.04   (feet)  ADJUSTED  
 DK0456  ___________________________________________________________________
 DK0456  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DK0456  DYNAMIC HT  -          32.286 (meters)     105.92  (feet)  COMP
 DK0456  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DK0456
 DK0456  VERT ORDER  -  SECOND    CLASS 0
 DK0456
 DK0456.The horizontal coordinates were scaled from a topographic map and have
 DK0456.an estimated accuracy of +/- 6 seconds.
 DK0456
 DK0456.The orthometric height was determined by differential leveling
 DK0456.and adjusted in June 1991.
 DK0456
 DK0456.The geoid height was determined by GEOID03.
 DK0456
 DK0456.The dynamic height is computed by dividing the NAVD 88
 DK0456.geopotential number by the normal gravity value computed on the
 DK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0456.degrees latitude (g = 980.6199 gals.).
 DK0456
 DK0456.The modeled gravity was interpolated from observed gravity values.
 DK0456
 DK0456;                    North         East    Units  Estimated Accuracy
 DK0456;SPC MS W     -   399,510.      684,440.      MT  (+/- 180 meters Scaled)
 DK0456
 DK0456                          SUPERSEDED SURVEY CONTROL
 DK0456
 DK0456  NGVD 29 (??/??/??)   32.397  (m)          106.29   (f) ADJUSTED    2 0
 DK0456
 DK0456.Superseded values are not recommended for survey control.
 DK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0456.See file dsdata.txt to determine how the superseded data were derived.
 DK0456
 DK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS332655(NAD 83)
 DK0456_MARKER: DB = BENCH MARK DISK
 DK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0456_STAMPING: C 49 1935
 DK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0456+STABILITY: SURFACE MOTION
 DK0456
 DK0456  HISTORY     - Date     Condition        Report By
 DK0456  HISTORY     - 1935     MONUMENTED       CGS
 DK0456  HISTORY     - 1964     MARK NOT FOUND   USGS
 DK0456  HISTORY     - 1974     MARK NOT FOUND   MSHD
 DK0456
 DK0456                          STATION DESCRIPTION
 DK0456
 DK0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0456'0.5 MI N FROM SILVER CITY.
 DK0456'0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 DK0456'SILVER CITY, HUMPHREYS COUNTY, 237 FEET SOUTH OF MILEPOST M 163, 45
 DK0456'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 40 FEET EAST OF THE
 DK0456'CENTERLINE OF U. S. HIGHWAY 49W.  A STANDARD DISK, STAMPED C 49 1935
 DK0456'AND SET IN THE TOP OF A CONCRETE POST.
 DK0456
 DK0456                          STATION RECOVERY (1964)
 DK0456
 DK0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DK0456'MARK NOT FOUND.
 DK0456
 DK0456                          STATION RECOVERY (1974)
 DK0456
 DK0456'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0047 ***********************************************************************
 DK0047  DESIGNATION -  C 5
 DK0047  PID         -  DK0047
 DK0047  STATE/COUNTY-  MS/LEFLORE
 DK0047  USGS QUAD   -  BROWNING (1982)
 DK0047
 DK0047                         *CURRENT SURVEY CONTROL
 DK0047  ___________________________________________________________________
 DK0047* NAD 83(1986)-  33 31 05.     (N)    090 07 09.     (W)     SCALED    
 DK0047* NAVD 88     -        40.142  (meters)     131.70   (feet)  ADJUSTED  
 DK0047  ___________________________________________________________________
 DK0047  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0047  DYNAMIC HT  -          40.101 (meters)     131.56  (feet)  COMP
 DK0047  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 DK0047
 DK0047  VERT ORDER  -  FIRST     CLASS II
 DK0047
 DK0047.The horizontal coordinates were scaled from a topographic map and have
 DK0047.an estimated accuracy of +/- 6 seconds.
 DK0047
 DK0047.The orthometric height was determined by differential leveling
 DK0047.and adjusted in June 1991.
 DK0047
 DK0047.The geoid height was determined by GEOID03.
 DK0047
 DK0047.The dynamic height is computed by dividing the NAVD 88
 DK0047.geopotential number by the normal gravity value computed on the
 DK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0047.degrees latitude (g = 980.6199 gals.).
 DK0047
 DK0047.The modeled gravity was interpolated from observed gravity values.
 DK0047
 DK0047;                    North         East    Units  Estimated Accuracy
 DK0047;SPC MS W     -   445,510.      719,900.      MT  (+/- 180 meters Scaled)
 DK0047
 DK0047                          SUPERSEDED SURVEY CONTROL
 DK0047
 DK0047  NGVD 29 (??/??/??)   40.208  (m)          131.92   (f) ADJUSTED    1 2
 DK0047
 DK0047.Superseded values are not recommended for survey control.
 DK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0047.See file dsdata.txt to determine how the superseded data were derived.
 DK0047
 DK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT675124(NAD 83)
 DK0047_MARKER: DB = BENCH MARK DISK
 DK0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0047_STAMPING: C 5 1933
 DK0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0047+STABILITY: SURFACE MOTION
 DK0047
 DK0047  HISTORY     - Date     Condition        Report By
 DK0047  HISTORY     - 1933     MONUMENTED       CGS
 DK0047  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0047  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0047  HISTORY     - 20080304 MARK NOT FOUND   MSDOT
 DK0047
 DK0047                          STATION DESCRIPTION
 DK0047
 DK0047'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0047'IN BROWNING.
 DK0047'THE MARK IS LOCATED AT BROWNING, LEFLORE COUNTY, 90 FEET EAST OF THE
 DK0047'COLUMBUS AND GREENVILLE RAILWAY STATION, 85 FEET NORTH OF THE NORTH
 DK0047'RAIL, ABOUT 60 FEET WEST OF BRIDGE 109.2, AND 35 FEET SOUTH OF THE
 DK0047'CENTER LINE OF A DIRT ROAD.  A STANDARD DISK, STAMPED C 5 1933 AND SET
 DK0047'IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD STATION HAS BEEN
 DK0047'DESTROYED AND NOTHING IS LEFT TO INDICATE ITS LOCATION.
 DK0047
 DK0047                          STATION RECOVERY (1977)
 DK0047
 DK0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0047'MARK NOT FOUND.
 DK0047
 DK0047                          STATION RECOVERY (2008)
 DK0047
 DK0047'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0643 ***********************************************************************
 DK0643  DESIGNATION -  C 50
 DK0643  PID         -  DK0643
 DK0643  STATE/COUNTY-  MS/BOLIVAR
 DK0643  USGS QUAD   -  CLEVELAND (1966)
 DK0643
 DK0643                         *CURRENT SURVEY CONTROL
 DK0643  ___________________________________________________________________
 DK0643* NAD 83(1986)-  33 42 15.     (N)    090 43 36.     (W)     SCALED    
 DK0643* NAVD 88     -        42.712  (meters)     140.13   (feet)  ADJUSTED  
 DK0643  ___________________________________________________________________
 DK0643  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0643  DYNAMIC HT  -          42.669 (meters)     139.99  (feet)  COMP
 DK0643  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 DK0643
 DK0643  VERT ORDER  -  SECOND    CLASS 0
 DK0643
 DK0643.The horizontal coordinates were scaled from a topographic map and have
 DK0643.an estimated accuracy of +/- 6 seconds.
 DK0643
 DK0643.The orthometric height was determined by differential leveling
 DK0643.and adjusted in June 1991.
 DK0643
 DK0643.The geoid height was determined by GEOID03.
 DK0643
 DK0643.The dynamic height is computed by dividing the NAVD 88
 DK0643.geopotential number by the normal gravity value computed on the
 DK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0643.degrees latitude (g = 980.6199 gals.).
 DK0643
 DK0643.The modeled gravity was interpolated from observed gravity values.
 DK0643
 DK0643;                    North         East    Units  Estimated Accuracy
 DK0643;SPC MS W     -   466,210.      663,540.      MT  (+/- 180 meters Scaled)
 DK0643
 DK0643                          SUPERSEDED SURVEY CONTROL
 DK0643
 DK0643  NGVD 29 (??/??/??)   42.821  (m)          140.49   (f) ADJUSTED    2 0
 DK0643
 DK0643.Superseded values are not recommended for survey control.
 DK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0643.See file dsdata.txt to determine how the superseded data were derived.
 DK0643
 DK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT106316(NAD 83)
 DK0643_MARKER: DB = BENCH MARK DISK
 DK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0643+STABILITY: SURFACE MOTION
 DK0643
 DK0643  HISTORY     - Date     Condition        Report By
 DK0643  HISTORY     - 1935     MONUMENTED       CGS
 DK0643  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DK0643
 DK0643                          STATION DESCRIPTION
 DK0643
 DK0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0643'IN BOYLE.
 DK0643'AT BOYLE, ON THE ILLINOIS CENTRAL RAILROAD, 93 FEET SOUTHWEST OF THE
 DK0643'SOUTHWEST CORNER OF THE STATION, 160 FEET WEST OF THE JUNCTION OF A
 DK0643'SIDETRACK, 21 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3
 DK0643'FEET WEST OF THE SOUTHWEST CORNER OF A COAL SHED.  A STANDARD DISK,
 DK0643'STAMPED C 50 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DK0643'MARK IS UNDER RESIDENCE OF JUSTICE OF PEACE AT BOYLE AND IS PRESENTLY
 DK0643'INACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0173 ***********************************************************************
 CP0173  DESIGNATION -  C 51
 CP0173  PID         -  CP0173
 CP0173  STATE/COUNTY-  MS/YAZOO
 CP0173  USGS QUAD   -  BENTON (1988)
 CP0173
 CP0173                         *CURRENT SURVEY CONTROL
 CP0173  ___________________________________________________________________
 CP0173* NAD 83(1986)-  32 50 29.     (N)    090 20 10.     (W)     SCALED    
 CP0173* NAVD 88     -       105.285  (meters)     345.42   (feet)  ADJUSTED  
 CP0173  ___________________________________________________________________
 CP0173  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CP0173  DYNAMIC HT  -         105.168 (meters)     345.04  (feet)  COMP
 CP0173  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CP0173
 CP0173  VERT ORDER  -  SECOND    CLASS 0
 CP0173
 CP0173.The horizontal coordinates were scaled from a topographic map and have
 CP0173.an estimated accuracy of +/- 6 seconds.
 CP0173
 CP0173.The orthometric height was determined by differential leveling
 CP0173.and adjusted in June 1991.
 CP0173
 CP0173.The geoid height was determined by GEOID03.
 CP0173
 CP0173.The dynamic height is computed by dividing the NAVD 88
 CP0173.geopotential number by the normal gravity value computed on the
 CP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0173.degrees latitude (g = 980.6199 gals.).
 CP0173
 CP0173.The modeled gravity was interpolated from observed gravity values.
 CP0173
 CP0173;                    North         East    Units  Estimated Accuracy
 CP0173;SPC MS W     -   370,450.      699,740.      MT  (+/- 180 meters Scaled)
 CP0173
 CP0173                          SUPERSEDED SURVEY CONTROL
 CP0173
 CP0173  NGVD 29 (??/??/92)  105.369  (m)          345.70   (f) ADJ UNCH    2 0
 CP0173
 CP0173.Superseded values are not recommended for survey control.
 CP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0173.See file dsdata.txt to determine how the superseded data were derived.
 CP0173
 CP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS493368(NAD 83)
 CP0173_MARKER: DB = BENCH MARK DISK
 CP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0173_STAMPING: C 51 1935
 CP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0173+STABILITY: SURFACE MOTION
 CP0173
 CP0173  HISTORY     - Date     Condition        Report By
 CP0173  HISTORY     - 1935     MONUMENTED       CGS
 CP0173  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0173
 CP0173                          STATION DESCRIPTION
 CP0173
 CP0173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0173'4.7 MI E FROM YAZOO CITY.
 CP0173'LOCATED ABOUT 4.7 MILES EAST ALONG THE CANTON ROAD FROM THE YAZOO AND
 CP0173'MISSISSIPPI VALLEY RAILROAD STATION AT YAZOO CITY AT THE CENTER OF A Y
 CP0173'FORMED BY THE JUNCTION OF A ROAD LEADING NORTHEAST, 39 FEET NORTH OF
 CP0173'THE CENTERLINE OF THE CANTON ROAD, AND 1 FOOT SOUTH OF A FENCE. NOTE--
 CP0173'THE YAZOO AND MISSISSIPPI VALLEY RAILROAD IS NOW THE ILLINOIS CENTRAL
 CP0173'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0947 ***********************************************************************
 CO0947  DESIGNATION -  C 52
 CO0947  PID         -  CO0947
 CO0947  STATE/COUNTY-  MS/LEAKE
 CO0947  USGS QUAD   -  OFAHOMA (1989)
 CO0947
 CO0947                         *CURRENT SURVEY CONTROL
 CO0947  ___________________________________________________________________
 CO0947* NAD 83(1986)-  32 42 30.     (N)    089 41 15.     (W)     SCALED    
 CO0947* NAVD 88     -       100.914  (meters)     331.08   (feet)  ADJUSTED  
 CO0947  ___________________________________________________________________
 CO0947  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CO0947  DYNAMIC HT  -         100.799 (meters)     330.70  (feet)  COMP
 CO0947  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CO0947
 CO0947  VERT ORDER  -  SECOND    CLASS 0
 CO0947
 CO0947.The horizontal coordinates were scaled from a topographic map and have
 CO0947.an estimated accuracy of +/- 6 seconds.
 CO0947
 CO0947.The orthometric height was determined by differential leveling
 CO0947.and adjusted in June 1991.
 CO0947
 CO0947.The geoid height was determined by GEOID03.
 CO0947
 CO0947.The dynamic height is computed by dividing the NAVD 88
 CO0947.geopotential number by the normal gravity value computed on the
 CO0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0947.degrees latitude (g = 980.6199 gals.).
 CO0947
 CO0947.The modeled gravity was interpolated from observed gravity values.
 CO0947
 CO0947;                    North         East    Units  Estimated Accuracy
 CO0947;SPC MS E     -   356,020.      219,920.      MT  (+/- 180 meters Scaled)
 CO0947
 CO0947                          SUPERSEDED SURVEY CONTROL
 CO0947
 CO0947  NGVD 29 (??/??/92)  100.946  (m)          331.19   (f) ADJ UNCH    2 0
 CO0947
 CO0947.Superseded values are not recommended for survey control.
 CO0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0947.See file dsdata.txt to determine how the superseded data were derived.
 CO0947
 CO0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB480221(NAD 83)
 CO0947_MARKER: DB = BENCH MARK DISK
 CO0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0947_STAMPING: C 52 1935
 CO0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0947+STABILITY: SURFACE MOTION
 CO0947
 CO0947  HISTORY     - Date     Condition        Report By
 CO0947  HISTORY     - 1935     MONUMENTED       CGS
 CO0947  HISTORY     - 1959     POOR             NGS
 CO0947  HISTORY     - 1964     MARK NOT FOUND   NGS
 CO0947
 CO0947                          STATION DESCRIPTION
 CO0947
 CO0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CO0947'10 MI W FROM CARTHAGE.
 CO0947'10 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT CARTHAGE,
 CO0947'ABOUT 1.0 MILE EAST OF OFAHOMA POST OFFICE, 700 FEET NORTH OF STATE
 CO0947'HIGHWAY 16, 1280 FEET EAST OF T-ROAD SOUTH, 670 FEET EAST OF A DRIVE
 CO0947'NORTH TO HOUSE, 45 FEET SOUTH OF CENTERLINE OF OLD HIGHWAY 16 ROADBED,
 CO0947'AND SET IN THE TOP OF A CONCRETE POST.
 CO0947
 CO0947                          STATION RECOVERY (1964)
 CO0947
 CO0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1358 ***********************************************************************
 DJ1358  DESIGNATION -  C 53
 DJ1358  PID         -  DJ1358
 DJ1358  STATE/COUNTY-  MS/CARROLL
 DJ1358  USGS QUAD   -  WINONA (1966)
 DJ1358
 DJ1358                         *CURRENT SURVEY CONTROL
 DJ1358  ___________________________________________________________________
 DJ1358* NAD 83(1986)-  33 24 07.     (N)    089 44 36.     (W)     SCALED    
 DJ1358* NAVD 88     -        99.476  (meters)     326.36   (feet)  ADJUSTED  
 DJ1358  ___________________________________________________________________
 DJ1358  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DJ1358  DYNAMIC HT  -          99.371 (meters)     326.02  (feet)  COMP
 DJ1358  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DJ1358
 DJ1358  VERT ORDER  -  SECOND    CLASS 0
 DJ1358
 DJ1358.The horizontal coordinates were scaled from a topographic map and have
 DJ1358.an estimated accuracy of +/- 6 seconds.
 DJ1358
 DJ1358.The orthometric height was determined by differential leveling
 DJ1358.and adjusted in June 1991.
 DJ1358
 DJ1358.The geoid height was determined by GEOID03.
 DJ1358
 DJ1358.The dynamic height is computed by dividing the NAVD 88
 DJ1358.geopotential number by the normal gravity value computed on the
 DJ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1358.degrees latitude (g = 980.6199 gals.).
 DJ1358
 DJ1358.The modeled gravity was interpolated from observed gravity values.
 DJ1358
 DJ1358;                    North         East    Units  Estimated Accuracy
 DJ1358;SPC MS W     -   432,770.      754,880.      MT  (+/- 180 meters Scaled)
 DJ1358
 DJ1358                          SUPERSEDED SURVEY CONTROL
 DJ1358
 DJ1358  NGVD 29 (??/??/92)   99.483  (m)          326.39   (f) ADJ UNCH    2 0
 DJ1358
 DJ1358.Superseded values are not recommended for survey control.
 DJ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1358.See file dsdata.txt to determine how the superseded data were derived.
 DJ1358
 DJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB448992(NAD 83)
 DJ1358_MARKER: DB = BENCH MARK DISK
 DJ1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1358_SP_SET: CONCRETE CASING
 DJ1358_STAMPING: C 53 1935
 DJ1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1358+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ1358
 DJ1358  HISTORY     - Date     Condition        Report By
 DJ1358  HISTORY     - 1935     MONUMENTED       CGS
 DJ1358  HISTORY     - 1968     GOOD             MSHD
 DJ1358  HISTORY     - 20080225 GOOD             MSDOT
 DJ1358
 DJ1358                          STATION DESCRIPTION
 DJ1358
 DJ1358'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1358'4.9 MI N FROM VAIDEN.
 DJ1358'THE MARK IS LOCATED 4.9 MILES NORTH OF THE APPROXIMATE CENTER OF
 DJ1358'VAIDEN IN THE WEST EDGE OF A ROUND CONCRETE BASE FOR A BATTERY WELL ON
 DJ1358'THE ILLINOIS CENTRAL RAILROAD TRACK, 5.5 MILES SOUTH-SOUTHWEST OF
 DJ1358'WINONA IN THE SW 1/4 OF SECTION 23, T 18N, R 5E.  IT IS 5.3 FEET
 DJ1358'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF SIGNAL
 DJ1358'BLOCK NUMBER 6463, 105. FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF A
 DJ1358'METAL WITNESS POST SET IN A DRILL HOLE IN THE WEST EDGE OF THE
 DJ1358'CONCRETE CASING FOR A BATTERY WELL AND ABOUT 1.5 FEET BELOW THE LEVEL
 DJ1358'OF THE TRACK.  TO REACH FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 407
 DJ1358'AND U.S. HIGHWAY 51 AT THE SOUTH EDGE OF WINONA GO SOUTH ON U.S.
 DJ1358'HIGHWAY 51 FOR 4.4 MILES TO THE CARROLL-MONTGOMERY COUNTY LINE.
 DJ1358'CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 1.6 MILES TO A SIDE ROAD LEFT.
 DJ1358'TURN LEFT (EAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 1.1 MILES TO
 DJ1358'A T INTERSECTION.  TURN LEFT (NORTH) AND CONTINUE ON AN ALL WEATHER
 DJ1358'ROAD FOR 0.9 MILE TO A TRACK ROAD RIGHT.  THE MARK IS LOCATED
 DJ1358'APPROXIMATELY 0.2 MILE EAST ACROSS AN OPEN FIELD TO THE ILLINOIS
 DJ1358'CENTRAL RAILROAD TRACK AND THE MARK AS DESCRIBED.
 DJ1358
 DJ1358                          STATION RECOVERY (2008)
 DJ1358
 DJ1358'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0189 ***********************************************************************
 CP0189  DESIGNATION -  C 54
 CP0189  PID         -  CP0189
 CP0189  STATE/COUNTY-  MS/YAZOO
 CP0189  USGS QUAD   -  VAUGHAN (1964)
 CP0189
 CP0189                         *CURRENT SURVEY CONTROL
 CP0189  ___________________________________________________________________
 CP0189* NAD 83(1986)-  32 49 27.     (N)    090 01 58.     (W)     SCALED    
 CP0189* NAVD 88     -        63.411  (meters)     208.04   (feet)  ADJUSTED  
 CP0189  ___________________________________________________________________
 CP0189  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CP0189  DYNAMIC HT  -          63.340 (meters)     207.81  (feet)  COMP
 CP0189  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CP0189
 CP0189  VERT ORDER  -  SECOND    CLASS 0
 CP0189
 CP0189.The horizontal coordinates were scaled from a topographic map and have
 CP0189.an estimated accuracy of +/- 6 seconds.
 CP0189
 CP0189.The orthometric height was determined by differential leveling
 CP0189.and adjusted in June 1991.
 CP0189
 CP0189.The geoid height was determined by GEOID03.
 CP0189
 CP0189.The dynamic height is computed by dividing the NAVD 88
 CP0189.geopotential number by the normal gravity value computed on the
 CP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0189.degrees latitude (g = 980.6199 gals.).
 CP0189
 CP0189.The modeled gravity was interpolated from observed gravity values.
 CP0189
 CP0189;                    North         East    Units  Estimated Accuracy
 CP0189;SPC MS W     -   368,580.      728,140.      MT  (+/- 180 meters Scaled)
 CP0189
 CP0189                          SUPERSEDED SURVEY CONTROL
 CP0189
 CP0189  NGVD 29 (??/??/92)   63.465  (m)          208.22   (f) ADJ UNCH    2 0
 CP0189
 CP0189.Superseded values are not recommended for survey control.
 CP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0189.See file dsdata.txt to determine how the superseded data were derived.
 CP0189
 CP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS777356(NAD 83)
 CP0189_MARKER: DB = BENCH MARK DISK
 CP0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0189_SP_SET: ABUTMENT
 CP0189_STAMPING: C 54 1935
 CP0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0189
 CP0189  HISTORY     - Date     Condition        Report By
 CP0189  HISTORY     - 1935     MONUMENTED       CGS
 CP0189  HISTORY     - 1967     GOOD             MSHD
 CP0189
 CP0189                          STATION DESCRIPTION
 CP0189
 CP0189'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0189'5.5 MI SW FROM PICKENS.
 CP0189'IN YAZOO COUNTY, 5.5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 CP0189'RAILROAD FROM THE STATION AT PICKENS, HOLMES COUNTY, AT THE NORTH END
 CP0189'OF BRIDGE 690.8 IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT, 10 FEET
 CP0189'WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1269 ***********************************************************************
 DK1269  DESIGNATION -  C 55
 DK1269  PID         -  DK1269
 DK1269  STATE/COUNTY-  MS/WASHINGTON
 DK1269  USGS QUAD   -  GLEN ALLAN (1970)
 DK1269
 DK1269                         *CURRENT SURVEY CONTROL
 DK1269  ___________________________________________________________________
 DK1269* NAD 83(1986)-  33 05 41.     (N)    091 02 05.     (W)     SCALED    
 DK1269* NAVD 88     -        35.011  (meters)     114.87   (feet)  ADJUSTED  
 DK1269  ___________________________________________________________________
 DK1269  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DK1269  DYNAMIC HT  -          34.974 (meters)     114.74  (feet)  COMP
 DK1269  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DK1269
 DK1269  VERT ORDER  -  SECOND    CLASS 0
 DK1269
 DK1269.The horizontal coordinates were scaled from a topographic map and have
 DK1269.an estimated accuracy of +/- 6 seconds.
 DK1269
 DK1269.The orthometric height was determined by differential leveling
 DK1269.and adjusted in June 1991.
 DK1269
 DK1269.The geoid height was determined by GEOID03.
 DK1269
 DK1269.The dynamic height is computed by dividing the NAVD 88
 DK1269.geopotential number by the normal gravity value computed on the
 DK1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1269.degrees latitude (g = 980.6199 gals.).
 DK1269
 DK1269.The modeled gravity was interpolated from observed gravity values.
 DK1269
 DK1269;                    North         East    Units  Estimated Accuracy
 DK1269;SPC MS W     -   398,760.      634,530.      MT  (+/- 180 meters Scaled)
 DK1269
 DK1269                          SUPERSEDED SURVEY CONTROL
 DK1269
 DK1269  NGVD 29 (??/??/??)   35.058  (m)          115.02   (f) ADJUSTED    2 0
 DK1269
 DK1269.Superseded values are not recommended for survey control.
 DK1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1269.See file dsdata.txt to determine how the superseded data were derived.
 DK1269
 DK1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS834635(NAD 83)
 DK1269_MARKER: DB = BENCH MARK DISK
 DK1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1269_STAMPING: C 55 1935
 DK1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1269+STABILITY: SURFACE MOTION
 DK1269
 DK1269  HISTORY     - Date     Condition        Report By
 DK1269  HISTORY     - 1935     MONUMENTED       CGS
 DK1269  HISTORY     - 1973     MARK NOT FOUND   NGS
 DK1269  HISTORY     - 20000301 MARK NOT FOUND   NGS
 DK1269
 DK1269                          STATION DESCRIPTION
 DK1269
 DK1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1269'4.50 MI SE FROM LONGWOOD.
 DK1269'4.5 MILES SOUTHEAST ALONG THE ABANDONED YAZOO AND MISSISSIPPI VALLEY
 DK1269'RAILROAD FROM THE POST OFFICE AT LONGWOOD, WASHINGTON COUNTY, 48 FEET
 DK1269'WEST OF THE CENTER LINE OF THE OLD ROADBED, 2 FEET NORTH OF A FENCE
 DK1269'CORNER, AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK STAMPED C 55
 DK1269'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK1269
 DK1269                          STATION RECOVERY (2000)
 DK1269
 DK1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK1269'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0872 ***********************************************************************
 CP0872  DESIGNATION -  C 56
 CP0872  PID         -  CP0872
 CP0872  STATE/COUNTY-  MS/YAZOO
 CP0872  USGS QUAD   -  PHOENIX (1988)
 CP0872
 CP0872                         *CURRENT SURVEY CONTROL
 CP0872  ___________________________________________________________________
 CP0872* NAD 83(1986)-  32 36 22.     (N)    090 35 31.     (W)     SCALED    
 CP0872* NAVD 88     -        39.399  (meters)     129.26   (feet)  ADJUSTED  
 CP0872  ___________________________________________________________________
 CP0872  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CP0872  DYNAMIC HT  -          39.354 (meters)     129.11  (feet)  COMP
 CP0872  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CP0872
 CP0872  VERT ORDER  -  FIRST     CLASS II
 CP0872
 CP0872.The horizontal coordinates were scaled from a topographic map and have
 CP0872.an estimated accuracy of +/- 6 seconds.
 CP0872
 CP0872.The orthometric height was determined by differential leveling
 CP0872.and adjusted in June 1991.
 CP0872
 CP0872.The geoid height was determined by GEOID03.
 CP0872
 CP0872.The dynamic height is computed by dividing the NAVD 88
 CP0872.geopotential number by the normal gravity value computed on the
 CP0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0872.degrees latitude (g = 980.6199 gals.).
 CP0872
 CP0872.The modeled gravity was interpolated from observed gravity values.
 CP0872
 CP0872;                    North         East    Units  Estimated Accuracy
 CP0872;SPC MS W     -   344,390.      675,730.      MT  (+/- 180 meters Scaled)
 CP0872
 CP0872                          SUPERSEDED SURVEY CONTROL
 CP0872
 CP0872  NGVD 29 (??/??/92)   39.483  (m)          129.54   (f) ADJ UNCH    1 2
 CP0872
 CP0872.Superseded values are not recommended for survey control.
 CP0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0872.See file dsdata.txt to determine how the superseded data were derived.
 CP0872
 CP0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS259101(NAD 83)
 CP0872_MARKER: DB = BENCH MARK DISK
 CP0872_SETTING: 0 = UNSPECIFIED SETTING
 CP0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0872
 CP0872  HISTORY     - Date     Condition        Report By
 CP0872  HISTORY     - UNK      MONUMENTED       CGS
 CP0872  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0872  HISTORY     - 20061028 MARK NOT FOUND   MSSU
 CP0872
 CP0872                          STATION DESCRIPTION
 CP0872
 CP0872'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0872'5.4 MI SW FROM SATARTIA.
 CP0872'LOCATED 5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE BAPTIST
 CP0872'CHURCH AT SATARTIA, 75 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING
 CP0872'EAST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST
 CP0872'OF A FENCE CORNER.
 CP0872
 CP0872                          STATION RECOVERY (2006)
 CP0872
 CP0872'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (HM)
 CP0872'THE STATE HIGHWAY 3 HAS HAD ALL THE BRIDGES REDONE RECENTLY, AND THE
 CP0872'MARK SHOULD HAVE BEEN LOCATED NEAR ONE OF THOSE SO I BELIEVE IT MAY
 CP0872'HAVE BEEN DESTROYED IN THAT PROCESS OR SOME OTHER HIGHWAY
 CP0872'RECONSTRUCTION PROCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0415 ***********************************************************************
 CP0415  DESIGNATION -  C 57
 CP0415  PID         -  CP0415
 CP0415  STATE/COUNTY-  MS/HINDS
 CP0415  USGS QUAD   -  RAYMOND (1980)
 CP0415
 CP0415                         *CURRENT SURVEY CONTROL
 CP0415  ___________________________________________________________________
 CP0415* NAD 83(1986)-  32 17 27.     (N)    090 23 42.     (W)     SCALED    
 CP0415* NAVD 88     -        78.06   (+/-2cm)     256.1    (feet)  VERTCON   
 CP0415  ___________________________________________________________________
 CP0415  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0415
 CP0415.The horizontal coordinates were scaled from a topographic map and have
 CP0415.an estimated accuracy of +/- 6 seconds.
 CP0415
 CP0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0415.The vertical order pertains to the NGVD 29 superseded value.
 CP0415
 CP0415.The geoid height was determined by GEOID03.
 CP0415
 CP0415;                    North         East    Units  Estimated Accuracy
 CP0415;SPC MS W     -   309,400.      694,190.      MT  (+/- 180 meters Scaled)
 CP0415
 CP0415                          SUPERSEDED SURVEY CONTROL
 CP0415
 CP0415  NGVD 29 (??/??/92)   78.065  (m)          256.12   (f) ADJ UNCH    2 0
 CP0415
 CP0415.Superseded values are not recommended for survey control.
 CP0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0415.See file dsdata.txt to determine how the superseded data were derived.
 CP0415
 CP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR453756(NAD 83)
 CP0415_MARKER: DB = BENCH MARK DISK
 CP0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0415_STAMPING: C 57 1935
 CP0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0415+STABILITY: SURFACE MOTION
 CP0415
 CP0415  HISTORY     - Date     Condition        Report By
 CP0415  HISTORY     - 1935     MONUMENTED       CGS
 CP0415  HISTORY     - 1961     MARK NOT FOUND   MSHD
 CP0415  HISTORY     - 1985     MARK NOT FOUND   MSU
 CP0415
 CP0415                          STATION DESCRIPTION
 CP0415
 CP0415'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CP0415'2.5 MI NW FROM RAYMOND.
 CP0415'LOCATED 2.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0415'THE STATION IN RAYMOND, AT THE SOUTHWEST ANGLE OF A ROAD CROSSING, 45
 CP0415'FEET NORTHWEST OF THE NORTHWEST RAIL, 30 FEET SOUTHEAST OF THE CENTER
 CP0415'OF THE ROAD, 25 FEET SOUTHWEST OF A FENCE CORNER, 8 FEET SOUTHEAST OF
 CP0415'A FENCE LINE, 11 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE OF THE
 CP0415'RAILROAD, 66 FEET NORTH OF A POWER POLE AND 46 FEET NORTHEAST OF A
 CP0415'TELEGRAPH POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CP0415'POST FLUSH WITH THE GROUND, ABOUT LEVEL WITH THE ROAD AND 3 FEET BELOW
 CP0415'THE LEVEL OF THE TRACK.  NOTE-- THE ROAD CROSSING HAS BEEN WIDENED AND
 CP0415'CONSIDERABLE EXCAVATION WAS DONE AT THE LOCATION OF THE MARK.
 CP0415
 CP0415                          STATION RECOVERY (1985)
 CP0415
 CP0415'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 CP0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0481 ***********************************************************************
 BW0481  DESIGNATION -  C 58
 BW0481  PID         -  BW0481
 BW0481  STATE/COUNTY-  MS/JEFFERSON
 BW0481  USGS QUAD   -  RED LICK (1973)
 BW0481
 BW0481                         *CURRENT SURVEY CONTROL
 BW0481  ___________________________________________________________________
 BW0481* NAD 83(1986)-  31 49 36.     (N)    090 55 58.     (W)     SCALED    
 BW0481* NAVD 88     -        53.61   (+/-2cm)     175.9    (feet)  VERTCON   
 BW0481  ___________________________________________________________________
 BW0481  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0481
 BW0481.The horizontal coordinates were scaled from a topographic map and have
 BW0481.an estimated accuracy of +/- 6 seconds.
 BW0481
 BW0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0481.The vertical order pertains to the NGVD 29 superseded value.
 BW0481
 BW0481.The geoid height was determined by GEOID03.
 BW0481
 BW0481;                    North         East    Units  Estimated Accuracy
 BW0481;SPC MS W     -   258,090.      643,250.      MT  (+/- 180 meters Scaled)
 BW0481
 BW0481                          SUPERSEDED SURVEY CONTROL
 BW0481
 BW0481  NGVD 29 (??/??/92)   53.627  (m)          175.94   (f) ADJ UNCH    2 0
 BW0481
 BW0481.Superseded values are not recommended for survey control.
 BW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0481.See file dsdata.txt to determine how the superseded data were derived.
 BW0481
 BW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR956230(NAD 83)
 BW0481_MARKER: DB = BENCH MARK DISK
 BW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0481_STAMPING: C 58 1935 175.941
 BW0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0481+STABILITY: SURFACE MOTION
 BW0481
 BW0481  HISTORY     - Date     Condition        Report By
 BW0481  HISTORY     - 1935     MONUMENTED       CGS
 BW0481  HISTORY     - 1956     GOOD             NGS
 BW0481
 BW0481                          STATION DESCRIPTION
 BW0481
 BW0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW0481'2.2 MI S FROM TILMAN.
 BW0481'LOCATED 2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0481'TILMAN, 360 PACES SOUTH OF THE SOUTH END OF THE BRIDGE NO. LN 60.3
 BW0481'OVER WILLIS CREEK, AT THE NORTH EDGE OF A CULTIVATED FIELD, 19 PACES
 BW0481'SOUTH OF MILEPOST J 60, 8 POLES SOUTH OF THE BRIDGE OVER WILLIS CREEK,
 BW0481'46 FEET WEST OF THE WEST RAIL OF THE TRACK, 4 FEET SOUTHEAST OF THE
 BW0481'SOUTHEAST GATE POST OF A METAL GATE, 3 FEET EAST OF A FENCE LINE, 12
 BW0481'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 100 FEET SOUTHWEST OF
 BW0481'TELEGRAPH POLE NO. 1966.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BW0481'CONCRETE POST FLUSH WITH THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE
 BW0481'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0274 ***********************************************************************
 CP0274  DESIGNATION -  C 59 RESET
 CP0274  PID         -  CP0274
 CP0274  STATE/COUNTY-  MS/HINDS
 CP0274  USGS QUAD   -  JACKSON (1998)
 CP0274
 CP0274                         *CURRENT SURVEY CONTROL
 CP0274  ___________________________________________________________________
 CP0274* NAD 83(1986)-  32 19 37.     (N)    090 14 33.     (W)     SCALED    
 CP0274* NAVD 88     -        99.655  (meters)     326.95   (feet)  ADJUSTED  
 CP0274  ___________________________________________________________________
 CP0274  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0274  DYNAMIC HT  -          99.543 (meters)     326.58  (feet)  COMP
 CP0274  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 CP0274
 CP0274  VERT ORDER  -  FIRST     CLASS I
 CP0274
 CP0274.The horizontal coordinates were scaled from a topographic map and have
 CP0274.an estimated accuracy of +/- 6 seconds.
 CP0274
 CP0274.The orthometric height was determined by differential leveling
 CP0274.and adjusted in June 1991.
 CP0274
 CP0274.The geoid height was determined by GEOID03.
 CP0274
 CP0274.The dynamic height is computed by dividing the NAVD 88
 CP0274.geopotential number by the normal gravity value computed on the
 CP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0274.degrees latitude (g = 980.6199 gals.).
 CP0274
 CP0274.The modeled gravity was interpolated from observed gravity values.
 CP0274
 CP0274;                    North         East    Units  Estimated Accuracy
 CP0274;SPC MS W     -   313,410.      708,550.      MT  (+/- 180 meters Scaled)
 CP0274
 CP0274                          SUPERSEDED SURVEY CONTROL
 CP0274
 CP0274  NGVD 29 (??/??/??)   99.666  (m)          326.99   (f) ADJUSTED    1 1
 CP0274
 CP0274.Superseded values are not recommended for survey control.
 CP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0274.See file dsdata.txt to determine how the superseded data were derived.
 CP0274
 CP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR595800(NAD 83)
 CP0274_MARKER: DB = BENCH MARK DISK
 CP0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0274_SP_SET: WALL
 CP0274_STAMPING: C 59 RESET 1938
 CP0274_MARK LOGO: CGS   
 CP0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0274+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1976
 CP0274
 CP0274  HISTORY     - Date     Condition        Report By
 CP0274  HISTORY     - 1938     MONUMENTED       CGS
 CP0274  HISTORY     - 1968     GOOD             NGS
 CP0274  HISTORY     - 19760620 GOOD             MSHD
 CP0274
 CP0274                          STATION DESCRIPTION
 CP0274
 CP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0274'4.35 MI NW FROM JACKSON.
 CP0274'ABOUT 0.2 MILE NORTH ALONG SOUTH CONGRESS STREET FROM THE HINDS COUNTY
 CP0274'COURT HOUSE AT JACKSON, THENCE 4.15 MILES NORTHWEST ALONG WEST CAPITOL
 CP0274'STREET TO AN OVERPASS FOR THE ILLINOIS CENTRAL RAILROAD, 13 FEET SOUTH
 CP0274'OF THE PROJECTED CENTERLINE OF THE STREET, 7 FEET NORTH OF THE NORTH
 CP0274'RAIL OF THE TRACK, SET VERTICALLY IN THE WEST FACE OF THE EAST
 CP0274'COLLISION WALL FOR THE SOUTH CONCRETE COLUMN OF THE THIRD BENT EAST OF
 CP0274'THE WEST END OF THE OVERPASS, 1 1/2 FEET EAST OF THE COLUMN, 0.8 FOOT
 CP0274'NORTH OF THE SOUTHWEST CORNER OF THE WALL, ABOUT 1 FOOT ABOVE THE
 CP0274'LEVEL OF THE TRACK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 CP0274'GROUND.  SEC 30, T 6N, R 1E.
 CP0274
 CP0274                          STATION RECOVERY (1976)
 CP0274
 CP0274'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP0274'MARK WAS FOUND IN GOOD CONDITION, BUT GOING TO BE DESTROYED BY
 CP0274'CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR C 59
 CP0274'RESET 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3326 ***********************************************************************
 CP3326  DESIGNATION -  C 59 RESET
 CP3326  PID         -  CP3326
 CP3326  STATE/COUNTY-  MS/HINDS
 CP3326  USGS QUAD   -  JACKSON (1998)
 CP3326
 CP3326                         *CURRENT SURVEY CONTROL
 CP3326  ___________________________________________________________________
 CP3326* NAD 83(1986)-  32 19 37.     (N)    090 14 33.     (W)     SCALED    
 CP3326* NAVD 88     -       100.58   (meters)     330.0    (feet)  RESET     
 CP3326  ___________________________________________________________________
 CP3326  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP3326  VERT ORDER  -  THIRD
 CP3326
 CP3326.The horizontal coordinates were scaled from a topographic map and have
 CP3326.an estimated accuracy of +/- 6 seconds.
 CP3326
 CP3326.The orthometric height was computed from unverified reset data.
 CP3326.No vertical observational check was made to the station.
 CP3326
 CP3326.The geoid height was determined by GEOID03.
 CP3326
 CP3326;                    North         East    Units  Estimated Accuracy
 CP3326;SPC MS W     -   313,410.      708,550.      MT  (+/- 180 meters Scaled)
 CP3326
 CP3326                          SUPERSEDED SURVEY CONTROL
 CP3326
 CP3326  NGVD 29 (08/12/04)  100.59   (m)          330.0    (f) RESET       3  
 CP3326
 CP3326.Superseded values are not recommended for survey control.
 CP3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3326.See file dsdata.txt to determine how the superseded data were derived.
 CP3326
 CP3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR595800(NAD 83)
 CP3326_MARKER: DB = BENCH MARK DISK
 CP3326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP3326_SP_SET: BRIDGE COLUMN
 CP3326_STAMPING: C 59 RESET 1976
 CP3326_MARK LOGO: CGS   
 CP3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3326+SATELLITE: SATELLITE OBSERVATIONS - 1976
 CP3326
 CP3326  HISTORY     - Date     Condition        Report By
 CP3326  HISTORY     - 1976     MONUMENTED       MSHD
 CP3326
 CP3326                          STATION DESCRIPTION
 CP3326
 CP3326'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 CP3326'.40 KM (0.25 MI) EAST ALONG BULLARD STREET FROM  I-220 TO MARK SET
 CP3326'VERTICALLY IN THE WEST FACE OF THE CENTER CONCRETE COLUMN OF OVERHEAD
 CP3326'RAMP LEADING NORTH FROM WEST CAPITOL STREET TO I-220, 34.70 M
 CP3326'(113.8 FT) SOUTH THE CENTER OF THE MEDIAN OF BULLARD STREET, 10.5 M
 CP3326'(34.4 FT) NORTH OF NORTH RAIL OF RAILROAD TRACK, 0.30 M (1.0 FT) SOUTH
 CP3326'OF THE NORTH END OF COLUMN AND 1.18 M (3.9 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0116 ***********************************************************************
 EG0116  DESIGNATION -  C 6
 EG0116  PID         -  EG0116
 EG0116  STATE/COUNTY-  MS/TISHOMINGO
 EG0116  USGS QUAD   -  BELMONT (1984)
 EG0116
 EG0116                         *CURRENT SURVEY CONTROL
 EG0116  ___________________________________________________________________
 EG0116* NAD 83(1986)-  34 36 09.     (N)    088 13 52.     (W)     SCALED    
 EG0116* NAVD 88     -       167.919  (meters)     550.91   (feet)  ADJUSTED  
 EG0116  ___________________________________________________________________
 EG0116  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0116  DYNAMIC HT  -         167.756 (meters)     550.38  (feet)  COMP
 EG0116  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EG0116
 EG0116  VERT ORDER  -  SECOND    CLASS 0
 EG0116
 EG0116.The horizontal coordinates were scaled from a topographic map and have
 EG0116.an estimated accuracy of +/- 6 seconds.
 EG0116
 EG0116.The orthometric height was determined by differential leveling
 EG0116.and adjusted in June 1991.
 EG0116
 EG0116.The geoid height was determined by GEOID03.
 EG0116
 EG0116.The dynamic height is computed by dividing the NAVD 88
 EG0116.geopotential number by the normal gravity value computed on the
 EG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0116.degrees latitude (g = 980.6199 gals.).
 EG0116
 EG0116.The modeled gravity was interpolated from observed gravity values.
 EG0116
 EG0116;                    North         East    Units  Estimated Accuracy
 EG0116;SPC MS E     -   565,940.      355,240.      MT  (+/- 180 meters Scaled)
 EG0116
 EG0116                          SUPERSEDED SURVEY CONTROL
 EG0116
 EG0116  NGVD 29 (??/??/92)  167.896  (m)          550.84   (f) ADJ UNCH    2 0
 EG0116
 EG0116.Superseded values are not recommended for survey control.
 EG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0116.See file dsdata.txt to determine how the superseded data were derived.
 EG0116
 EG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD871296(NAD 83)
 EG0116_MARKER: DB = BENCH MARK DISK
 EG0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0116_SP_SET: ABUTMENT
 EG0116_STAMPING: C 6 1934
 EG0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0116
 EG0116  HISTORY     - Date     Condition        Report By
 EG0116  HISTORY     - 1934     MONUMENTED       CGS
 EG0116  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0116
 EG0116                          STATION DESCRIPTION
 EG0116
 EG0116'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0116'2.2 MI S FROM TISHOMINGO.
 EG0116'GO 2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 EG0116'TISHOMINGO, TISHOMINGO COUNTY, ABOUT 1/4 MILE NORTH OF NEIL SIDING, AT
 EG0116'THREE-SPAN CONCRETE BRIDGE, NO. 30.9 OVER A COUNTY ROAD, IN THE TOP OF
 EG0116'THE EAST WING WALL OF THE SOUTH ABUTMENT, AND 7 FEET EAST OF THE
 EG0116'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 6 1934.  TOP OF
 EG0116'RAIL OPPOSITE ILLINOIS CENTRAL RAILROAD MILEPOST 49.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0173 ***********************************************************************
 EG0173  DESIGNATION -  C 67
 EG0173  PID         -  EG0173
 EG0173  STATE/COUNTY-  MS/ITAWAMBA
 EG0173  USGS QUAD   -  RED BAY (1981)
 EG0173
 EG0173                         *CURRENT SURVEY CONTROL
 EG0173  ___________________________________________________________________
 EG0173* NAD 83(1986)-  34 27 09.     (N)    088 13 42.     (W)     SCALED    
 EG0173* NAVD 88     -       164.239  (meters)     538.84   (feet)  ADJUSTED  
 EG0173  ___________________________________________________________________
 EG0173  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0173  DYNAMIC HT  -         164.075 (meters)     538.30  (feet)  COMP
 EG0173  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 EG0173
 EG0173  VERT ORDER  -  SECOND    CLASS 0
 EG0173
 EG0173.The horizontal coordinates were scaled from a topographic map and have
 EG0173.an estimated accuracy of +/- 6 seconds.
 EG0173
 EG0173.The orthometric height was determined by differential leveling
 EG0173.and adjusted in June 1991.
 EG0173
 EG0173.The geoid height was determined by GEOID03.
 EG0173
 EG0173.The dynamic height is computed by dividing the NAVD 88
 EG0173.geopotential number by the normal gravity value computed on the
 EG0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0173.degrees latitude (g = 980.6199 gals.).
 EG0173
 EG0173.The modeled gravity was interpolated from observed gravity values.
 EG0173
 EG0173;                    North         East    Units  Estimated Accuracy
 EG0173;SPC MS E     -   549,310.      355,590.      MT  (+/- 180 meters Scaled)
 EG0173
 EG0173                          SUPERSEDED SURVEY CONTROL
 EG0173
 EG0173  NGVD 29 (??/??/92)  164.187  (m)          538.67   (f) ADJ UNCH    2 0
 EG0173
 EG0173.Superseded values are not recommended for survey control.
 EG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0173.See file dsdata.txt to determine how the superseded data were derived.
 EG0173
 EG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD871130(NAD 83)
 EG0173_MARKER: DB = BENCH MARK DISK
 EG0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0173_STAMPING: C 67 1934
 EG0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0173+STABILITY: SURFACE MOTION
 EG0173
 EG0173  HISTORY     - Date     Condition        Report By
 EG0173  HISTORY     - 1934     MONUMENTED       CGS
 EG0173  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0173  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0173  HISTORY     - 1979     MARK NOT FOUND   TVA
 EG0173
 EG0173                          STATION DESCRIPTION
 EG0173
 EG0173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0173'4.2 MI S FROM GOLDEN.
 EG0173'THE MARK IS IN ITAWAMBA COUNTY, 4.2 MILES SOUTH ALONG STATE HIGHWAY 25
 EG0173'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT GOLDEN, TISHOMINGO
 EG0173'COUNTY, 300 FEET NORTH OF A HOUSE, 25 FEET WEST OF THE CENTERLINE OF
 EG0173'THE HIGHWAY, 2 FEET EAST OF A STEEL POST WITH A CONTROL-MARKER SIGN
 EG0173'AND IN THE FENCE LINE.  A STANDARD DISK IS STAMPED C 67 1934 AND SET
 EG0173'IN THE TOP OF A CONCRETE POST.
 EG0173
 EG0173                          STATION RECOVERY (1964)
 EG0173
 EG0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0173'MARK NOT FOUND.
 EG0173
 EG0173                          STATION RECOVERY (1979)
 EG0173
 EG0173'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 EG0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0178 ***********************************************************************
 DJ0178  DESIGNATION -  C 68
 DJ0178  PID         -  DJ0178
 DJ0178  STATE/COUNTY-  MS/MONROE
 DJ0178  USGS QUAD   -  AMORY (1992)
 DJ0178
 DJ0178                         *CURRENT SURVEY CONTROL
 DJ0178  ___________________________________________________________________
 DJ0178* NAD 83(1986)-  33 59 03.     (N)    088 29 20.     (W)     SCALED    
 DJ0178* NAVD 88     -        73.290  (meters)     240.45   (feet)  ADJUSTED  
 DJ0178  ___________________________________________________________________
 DJ0178  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0178  DYNAMIC HT  -          73.216 (meters)     240.21  (feet)  COMP
 DJ0178  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 DJ0178
 DJ0178  VERT ORDER  -  SECOND    CLASS 0
 DJ0178
 DJ0178.The horizontal coordinates were scaled from a topographic map and have
 DJ0178.an estimated accuracy of +/- 6 seconds.
 DJ0178
 DJ0178.The orthometric height was determined by differential leveling
 DJ0178.and adjusted in June 1991.
 DJ0178
 DJ0178.The geoid height was determined by GEOID03.
 DJ0178
 DJ0178.The dynamic height is computed by dividing the NAVD 88
 DJ0178.geopotential number by the normal gravity value computed on the
 DJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0178.degrees latitude (g = 980.6199 gals.).
 DJ0178
 DJ0178.The modeled gravity was interpolated from observed gravity values.
 DJ0178
 DJ0178;                    North         East    Units  Estimated Accuracy
 DJ0178;SPC MS E     -   497,250.      331,830.      MT  (+/- 180 meters Scaled)
 DJ0178
 DJ0178                          SUPERSEDED SURVEY CONTROL
 DJ0178
 DJ0178  NGVD 29 (??/??/92)   73.232  (m)          240.26   (f) ADJ UNCH    2 0
 DJ0178
 DJ0178.Superseded values are not recommended for survey control.
 DJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0178.See file dsdata.txt to determine how the superseded data were derived.
 DJ0178
 DJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC624613(NAD 83)
 DJ0178_MARKER: DB = BENCH MARK DISK
 DJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0178_STAMPING: C 68 1934
 DJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0178+STABILITY: SURFACE MOTION
 DJ0178
 DJ0178  HISTORY     - Date     Condition        Report By
 DJ0178  HISTORY     - 1934     MONUMENTED       CGS
 DJ0178  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0178  HISTORY     - 1964     MARK NOT FOUND   USGS
 DJ0178
 DJ0178                          STATION DESCRIPTION
 DJ0178
 DJ0178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0178'IN AMORY.
 DJ0178'AT AMORY, MONROE COUNTY, IN THE CITY PARK, 27 FEET NORTHWEST OF THE
 DJ0178'INTERSECTION OF FOUR SIDEWALKS NEAR THE CENTER OF THE PARK AND 27 FEET
 DJ0178'NORTHWEST OF A BIRDBATH.  A STANDARD DISK, STAMPED, C 68 1934 AND SET
 DJ0178'IN THE TOP OF A CONCRETE POST.
 DJ0178
 DJ0178                          STATION RECOVERY (1964)
 DJ0178
 DJ0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DJ0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0308 ***********************************************************************
 DJ0308  DESIGNATION -  C 69
 DJ0308  PID         -  DJ0308
 DJ0308  STATE/COUNTY-  MS/LOWNDES
 DJ0308  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0308
 DJ0308                         *CURRENT SURVEY CONTROL
 DJ0308  ___________________________________________________________________
 DJ0308* NAD 83(1986)-  33 29 47.     (N)    088 25 42.     (W)     SCALED    
 DJ0308* NAVD 88     -        66.789  (meters)     219.12   (feet)  ADJUSTED  
 DJ0308  ___________________________________________________________________
 DJ0308  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0308  DYNAMIC HT  -          66.718 (meters)     218.89  (feet)  COMP
 DJ0308  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 DJ0308
 DJ0308  VERT ORDER  -  SECOND    CLASS 0
 DJ0308
 DJ0308.The horizontal coordinates were scaled from a topographic map and have
 DJ0308.an estimated accuracy of +/- 6 seconds.
 DJ0308
 DJ0308.The orthometric height was determined by differential leveling
 DJ0308.and adjusted in June 1991.
 DJ0308
 DJ0308.The geoid height was determined by GEOID03.
 DJ0308
 DJ0308.The dynamic height is computed by dividing the NAVD 88
 DJ0308.geopotential number by the normal gravity value computed on the
 DJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0308.degrees latitude (g = 980.6199 gals.).
 DJ0308
 DJ0308.The modeled gravity was interpolated from observed gravity values.
 DJ0308
 DJ0308;                    North         East    Units  Estimated Accuracy
 DJ0308;SPC MS E     -   443,160.      337,630.      MT  (+/- 180 meters Scaled)
 DJ0308
 DJ0308                          SUPERSEDED SURVEY CONTROL
 DJ0308
 DJ0308  NGVD 29 (??/??/92)   66.774  (m)          219.07   (f) ADJ UNCH    2 0
 DJ0308
 DJ0308.Superseded values are not recommended for survey control.
 DJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0308.See file dsdata.txt to determine how the superseded data were derived.
 DJ0308
 DJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC673072(NAD 83)
 DJ0308_MARKER: DB = BENCH MARK DISK
 DJ0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0308_SP_SET: BUILDING
 DJ0308_STAMPING: C 69 1935
 DJ0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0308
 DJ0308  HISTORY     - Date     Condition        Report By
 DJ0308  HISTORY     - 1935     MONUMENTED       CGS
 DJ0308  HISTORY     - 1963     GOOD             MSHD
 DJ0308  HISTORY     - 1971     GOOD             NGS
 DJ0308
 DJ0308                          STATION DESCRIPTION
 DJ0308
 DJ0308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0308'IN COLUMBUS.
 DJ0308'THE MARK IS LOCATED AT COLUMBUS, AT THE OLD POST OFFICE (USED IN 1946
 DJ0308'BY THE COLUMBUS CITY LIGHT AND WATER DEPARTMENT), IN THE WEST BRICK
 DJ0308'WALL, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 6 INCHES
 DJ0308'ABOVE THE STONE FOUNDATION, AND 3.0 FEET ABOVE A BRICK WALK, A
 DJ0308'STANDARD DISK SET VERTICALLY AND IS STAMPED C 69 1935.
 DJ0308
 DJ0308                          STATION RECOVERY (1971)
 DJ0308
 DJ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DJ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0208 ***********************************************************************
 BW0208  DESIGNATION -  C 7
 BW0208  PID         -  BW0208
 BW0208  STATE/COUNTY-  MS/PIKE
 BW0208  USGS QUAD   -  OSYKA (1972)
 BW0208
 BW0208                         *CURRENT SURVEY CONTROL
 BW0208  ___________________________________________________________________
 BW0208* NAD 83(1986)-  31 01 48.     (N)    090 28 08.     (W)     SCALED    
 BW0208* NAVD 88     -        74.195  (meters)     243.42   (feet)  ADJUSTED  
 BW0208  ___________________________________________________________________
 BW0208  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BW0208  DYNAMIC HT  -          74.100 (meters)     243.11  (feet)  COMP
 BW0208  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 BW0208
 BW0208  VERT ORDER  -  FIRST     CLASS I
 BW0208
 BW0208.The horizontal coordinates were scaled from a topographic map and have
 BW0208.an estimated accuracy of +/- 6 seconds.
 BW0208
 BW0208.The orthometric height was determined by differential leveling
 BW0208.and adjusted in February 1994.
 BW0208
 BW0208.The geoid height was determined by GEOID03.
 BW0208
 BW0208.The dynamic height is computed by dividing the NAVD 88
 BW0208.geopotential number by the normal gravity value computed on the
 BW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0208.degrees latitude (g = 980.6199 gals.).
 BW0208
 BW0208.The modeled gravity was interpolated from observed gravity values.
 BW0208
 BW0208;                    North         East    Units  Estimated Accuracy
 BW0208;SPC MS W     -   169,610.      687,060.      MT  (+/- 180 meters Scaled)
 BW0208
 BW0208                          SUPERSEDED SURVEY CONTROL
 BW0208
 BW0208  NAVD 88 (06/15/91)   74.208  (m)          243.46   (f) UNKNOWN     1 1
 BW0208  NGVD 29 (??/??/??)   74.194  (m)          243.42   (f) ADJUSTED    1 1
 BW0208
 BW0208.Superseded values are not recommended for survey control.
 BW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0208.See file dsdata.txt to determine how the superseded data were derived.
 BW0208
 BW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ415356(NAD 83)
 BW0208_MARKER: DB = BENCH MARK DISK
 BW0208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0208_SP_SET: BRIDGE ABUTMENT
 BW0208_STAMPING: C 7 1934 243.612
 BW0208_MARK LOGO: CGS   
 BW0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0208+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BW0208
 BW0208  HISTORY     - Date     Condition        Report By
 BW0208  HISTORY     - 1934     MONUMENTED       CGS
 BW0208  HISTORY     - 1969     GOOD             MSHD
 BW0208  HISTORY     - 19920712 GOOD             NGS
 BW0208
 BW0208                          STATION DESCRIPTION
 BW0208
 BW0208'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0208'1.75 MI N FROM OSYKA.
 BW0208'THE MARK IS LOCATED 1.75 MILES NORTH ALONG THE ILLINOIS CENTRAL
 BW0208'RAILROAD TRACK FROM ITS CROSSING WITH LIBERTY STREET IN OSYKA, 2.1
 BW0208'MILES SOUTH OF CHATAWA IN THE WEST END OF THE SOUTH ABUTMENT OF A
 BW0208'CONCRETE BRIDGE AND IS NEAR THE CENTER OF THE SOUTH SIDE OF SECTION
 BW0208'23, T 1N, R 7E.  IT IS 7 FEET WEST OF THE WEST TRACK, 203 FEET SOUTH
 BW0208'OF MILEPOST 822, 3 FEET NORTH OF A METAL WITNESS POST, SET IN A
 BW0208'DRILLED HOLE IN THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE
 BW0208'BRIDGE AND IS ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- TO
 BW0208'REACH FROM THE PIKE COUNTY COURTHOUSE IN MAGNOLIA GO WEST ON BAY
 BW0208'STREET (STATE HIGHWAY 48) FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 BW0208'HIGHWAY 51.  TURN LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 6.0
 BW0208'MILES TO A SIDE ROAD LEFT LEADING INTO CHATAWA.  CONTINUE SOUTH ON
 BW0208'U.S. HIGHWAY 51 FOR 0.8 MILE TO A SIDE ROAD RIGHT AND A PRIVATE ROAD
 BW0208'ON THE LEFT.  TURN LEFT THROUGH AN IRON GATE AND CONTINUE EAST ON A
 BW0208'PRIVATE ROAD FOR 0.4 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL
 BW0208'RAILROAD TRACK.  THENCE SOUTH ALONG THE RAILROAD TRACK FOR 1.25 MILES
 BW0208'TO THE MARK ON THE RIGHT.
 BW0208
 BW0208                          STATION RECOVERY (1992)
 BW0208
 BW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0208'11.3 KM (7.00 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0208'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, IN TOP OF AND 0.2 M
 BW0208'(0.7 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BW0208'RAILROAD BRIDGE SPANNING A CREEK, 62.0 M (203.4 FT) SOUTH OF MILEPOST
 BW0208'822, 2.2 M (7.2 FT) WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW
 BW0208'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0546 ***********************************************************************
 DJ0546  DESIGNATION -  C 70
 DJ0546  PID         -  DJ0546
 DJ0546  STATE/COUNTY-  MS/LOWNDES
 DJ0546  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0546
 DJ0546                         *CURRENT SURVEY CONTROL
 DJ0546  ___________________________________________________________________
 DJ0546* NAD 83(1986)-  33 29 23.     (N)    088 24 24.     (W)     SCALED    
 DJ0546* NAVD 88     -        51.587  (meters)     169.25   (feet)  POSTED    
 DJ0546  ___________________________________________________________________
 DJ0546  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0546  DYNAMIC HT  -          51.530 (meters)     169.06  (feet)  COMP
 DJ0546  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DJ0546
 DJ0546  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DJ0546
 DJ0546.The horizontal coordinates were scaled from a topographic map and have
 DJ0546.an estimated accuracy of +/- 6 seconds.
 DJ0546
 DJ0546.The orthometric height was determined by differential leveling
 DJ0546.and adjusted by the  in 1992.
 DJ0546.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DJ0546.rate of 4.1 thru 8.0 mm/km.
 DJ0546
 DJ0546.The geoid height was determined by GEOID03.
 DJ0546
 DJ0546.The dynamic height is computed by dividing the NAVD 88
 DJ0546.geopotential number by the normal gravity value computed on the
 DJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0546.degrees latitude (g = 980.6199 gals.).
 DJ0546
 DJ0546.The modeled gravity was interpolated from observed gravity values.
 DJ0546
 DJ0546;                    North         East    Units  Estimated Accuracy
 DJ0546;SPC MS E     -   442,430.      339,650.      MT  (+/- 180 meters Scaled)
 DJ0546
 DJ0546                          SUPERSEDED SURVEY CONTROL
 DJ0546
 DJ0546  NGVD 29 (??/??/92)   51.561  (m)          169.16   (f) ADJ UNCH    2 0
 DJ0546
 DJ0546.Superseded values are not recommended for survey control.
 DJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0546.See file dsdata.txt to determine how the superseded data were derived.
 DJ0546
 DJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC693064(NAD 83)
 DJ0546_MARKER: DB = BENCH MARK DISK
 DJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0546_STAMPING: C 70 1935
 DJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0546+STABILITY: SURFACE MOTION
 DJ0546
 DJ0546  HISTORY     - Date     Condition        Report By
 DJ0546  HISTORY     - 1935     MONUMENTED       CGS
 DJ0546
 DJ0546                          STATION DESCRIPTION
 DJ0546
 DJ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0546'2.0 MI E FROM COLUMBUS.
 DJ0546'2.0 MILES EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ0546'COLUMBUS AND GREENVILLE RAILWAY STATION AT COLUMBUS, LOWNDES COUNTY,
 DJ0546'200 FEET EAST OF THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 DJ0546'AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12
 DJ0546'FEET WEST OF THE CENTER LINE OF THE ROAD, AND IN A FENCE CORNER.  A
 DJ0546'STANDARD DISK, STAMPED C 70 1935 AND SET IN THE TOP OF A CONCRETE
 DJ0546'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0776 ***********************************************************************
 DJ0776  DESIGNATION -  C 71
 DJ0776  PID         -  DJ0776
 DJ0776  STATE/COUNTY-  MS/NOXUBEE
 DJ0776  USGS QUAD   -  MACON (1982)
 DJ0776
 DJ0776                         *CURRENT SURVEY CONTROL
 DJ0776  ___________________________________________________________________
 DJ0776* NAD 83(1986)-  33 06 03.     (N)    088 31 24.     (W)     SCALED    
 DJ0776* NAVD 88     -        55.692  (meters)     182.72   (feet)  ADJUSTED  
 DJ0776  ___________________________________________________________________
 DJ0776  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DJ0776  DYNAMIC HT  -          55.631 (meters)     182.52  (feet)  COMP
 DJ0776  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 DJ0776
 DJ0776  VERT ORDER  -  SECOND    CLASS 0
 DJ0776
 DJ0776.The horizontal coordinates were scaled from a topographic map and have
 DJ0776.an estimated accuracy of +/- 6 seconds.
 DJ0776
 DJ0776.The orthometric height was determined by differential leveling
 DJ0776.and adjusted in June 1991.
 DJ0776
 DJ0776.The geoid height was determined by GEOID03.
 DJ0776
 DJ0776.The dynamic height is computed by dividing the NAVD 88
 DJ0776.geopotential number by the normal gravity value computed on the
 DJ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0776.degrees latitude (g = 980.6199 gals.).
 DJ0776
 DJ0776.The modeled gravity was interpolated from observed gravity values.
 DJ0776
 DJ0776;                    North         East    Units  Estimated Accuracy
 DJ0776;SPC MS E     -   399,270.      328,940.      MT  (+/- 180 meters Scaled)
 DJ0776
 DJ0776                          SUPERSEDED SURVEY CONTROL
 DJ0776
 DJ0776  NGVD 29 (??/??/92)   55.66   (m)          182.6    (f) COMPUTED    2 0
 DJ0776
 DJ0776.Superseded values are not recommended for survey control.
 DJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0776.See file dsdata.txt to determine how the superseded data were derived.
 DJ0776
 DJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB578634(NAD 83)
 DJ0776_MARKER: DB = BENCH MARK DISK
 DJ0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0776_SP_SET: ABUTMENT
 DJ0776_STAMPING: C-71 1935
 DJ0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0776
 DJ0776  HISTORY     - Date     Condition        Report By
 DJ0776  HISTORY     - 1935     MONUMENTED       CGS
 DJ0776
 DJ0776                          STATION DESCRIPTION
 DJ0776
 DJ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0776'2.5 MI E FROM MACON.
 DJ0776'2.5 MILES EAST OF COURTHOUSE AT MACON ALONG HIGHWAY NO. 14, IN THE
 DJ0776'SOUTHEAST ABUTMENT OF A LONG CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0777 ***********************************************************************
 DJ0777  DESIGNATION -  C 71 RESET
 DJ0777  PID         -  DJ0777
 DJ0777  STATE/COUNTY-  MS/NOXUBEE
 DJ0777  USGS QUAD   -  MACON (1982)
 DJ0777
 DJ0777                         *CURRENT SURVEY CONTROL
 DJ0777  ___________________________________________________________________
 DJ0777* NAD 83(1986)-  33 06 03.     (N)    088 31 24.     (W)     SCALED    
 DJ0777* NAVD 88     -        55.995  (meters)     183.71   (feet)  ADJUSTED  
 DJ0777  ___________________________________________________________________
 DJ0777  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DJ0777  DYNAMIC HT  -          55.934 (meters)     183.51  (feet)  COMP
 DJ0777  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 DJ0777
 DJ0777  VERT ORDER  -  FIRST     CLASS II
 DJ0777
 DJ0777.The horizontal coordinates were scaled from a topographic map and have
 DJ0777.an estimated accuracy of +/- 6 seconds.
 DJ0777
 DJ0777.The orthometric height was determined by differential leveling
 DJ0777.and adjusted in June 1991.
 DJ0777
 DJ0777.The geoid height was determined by GEOID03.
 DJ0777
 DJ0777.The dynamic height is computed by dividing the NAVD 88
 DJ0777.geopotential number by the normal gravity value computed on the
 DJ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0777.degrees latitude (g = 980.6199 gals.).
 DJ0777
 DJ0777.The modeled gravity was interpolated from observed gravity values.
 DJ0777
 DJ0777;                    North         East    Units  Estimated Accuracy
 DJ0777;SPC MS E     -   399,270.      328,940.      MT  (+/- 180 meters Scaled)
 DJ0777
 DJ0777                          SUPERSEDED SURVEY CONTROL
 DJ0777
 DJ0777  NGVD 29 (??/??/92)   55.975  (m)          183.64   (f) ADJ UNCH    1 2
 DJ0777
 DJ0777.Superseded values are not recommended for survey control.
 DJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0777.See file dsdata.txt to determine how the superseded data were derived.
 DJ0777
 DJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB578634(NAD 83)
 DJ0777_MARKER: DB = BENCH MARK DISK
 DJ0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0777_SP_SET: ABUTMENT
 DJ0777_STAMPING: C 71 RESET 1959
 DJ0777_MARK LOGO: CGS   
 DJ0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0777
 DJ0777  HISTORY     - Date     Condition        Report By
 DJ0777  HISTORY     - 1958     MONUMENTED       CGS
 DJ0777  HISTORY     - 1964     GOOD             MSHD
 DJ0777  HISTORY     - 1983     GOOD             NGS
 DJ0777
 DJ0777                          STATION DESCRIPTION
 DJ0777
 DJ0777'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0777'2.5 MI E FROM MACON.
 DJ0777'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO EAST ON STATE
 DJ0777'HIGHWAY 14 FOR 2.5 MILES TO A CONCRETE BRIDGE OVER A SMALL CREEK AND
 DJ0777'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0777'HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT.
 DJ0777
 DJ0777                          STATION RECOVERY (1983)
 DJ0777
 DJ0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0777'RECOVERED IN GOOD CONDITION.  NOTE, DELETE AND THE MARK ON THE LEFT,
 DJ0777'ADD AND THE MARK ON THE RIGHT, IN THE EXTREME SOUTHWEST CORNER OF THE
 DJ0777'SOUTHEAST BRIDGE ABUTMENT.  ADD, 7.55 METERS (24.8 FT) SOUTH OF THE
 DJ0777'CENTERLINE OF THE HIGHWAY.  NOTE, STAMPING IS C 71 RESET 1958.
 DJ0777'THE MARK IS 1.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0670 ***********************************************************************
 CO0670  DESIGNATION -  C 72
 CO0670  PID         -  CO0670
 CO0670  STATE/COUNTY-  MS/KEMPER
 CO0670  USGS QUAD   -  TOWNSEND (1982)
 CO0670
 CO0670                         *CURRENT SURVEY CONTROL
 CO0670  ___________________________________________________________________
 CO0670* NAD 83(1986)-  32 45 49.     (N)    088 34 19.     (W)     SCALED    
 CO0670* NAVD 88     -        72.907  (meters)     239.20   (feet)  ADJUSTED  
 CO0670  ___________________________________________________________________
 CO0670  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CO0670  DYNAMIC HT  -          72.824 (meters)     238.92  (feet)  COMP
 CO0670  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CO0670
 CO0670  VERT ORDER  -  SECOND    CLASS 0
 CO0670
 CO0670.The horizontal coordinates were scaled from a topographic map and have
 CO0670.an estimated accuracy of +/- 6 seconds.
 CO0670
 CO0670.The orthometric height was determined by differential leveling
 CO0670.and adjusted in June 1991.
 CO0670
 CO0670.The geoid height was determined by GEOID03.
 CO0670
 CO0670.The dynamic height is computed by dividing the NAVD 88
 CO0670.geopotential number by the normal gravity value computed on the
 CO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0670.degrees latitude (g = 980.6199 gals.).
 CO0670
 CO0670.The modeled gravity was interpolated from observed gravity values.
 CO0670
 CO0670;                    North         East    Units  Estimated Accuracy
 CO0670;SPC MS E     -   361,860.      324,490.      MT  (+/- 180 meters Scaled)
 CO0670
 CO0670                          SUPERSEDED SURVEY CONTROL
 CO0670
 CO0670  NGVD 29 (??/??/92)   72.884  (m)          239.12   (f) ADJ UNCH    2 0
 CO0670
 CO0670.Superseded values are not recommended for survey control.
 CO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0670.See file dsdata.txt to determine how the superseded data were derived.
 CO0670
 CO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB527261(NAD 83)
 CO0670_MARKER: DB = BENCH MARK DISK
 CO0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0670_STAMPING: C-72 1935
 CO0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0670+STABILITY: SURFACE MOTION
 CO0670
 CO0670  HISTORY     - Date     Condition        Report By
 CO0670  HISTORY     - 1935     MONUMENTED       CGS
 CO0670
 CO0670                          STATION DESCRIPTION
 CO0670
 CO0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0670'5.6 MI E FROM DE KALB.
 CO0670'5.6 MILES EAST OF COURTHOUSE AT DE KALB ALONG THE DEKALB AND WESTERN
 CO0670'RAILROAD, ABOUT 800 FEET WEST OF A LONG TRESTLE, 50 FEET SOUTH OF THE
 CO0670'CENTERLINE OF THE TRACK, AND 20 FEET WEST OF A RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0443 ***********************************************************************
 CO0443  DESIGNATION -  C 73
 CO0443  PID         -  CO0443
 CO0443  STATE/COUNTY-  MS/LAUDERDALE
 CO0443  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0443
 CO0443                         *CURRENT SURVEY CONTROL
 CO0443  ___________________________________________________________________
 CO0443* NAD 83(1986)-  32 21 39.     (N)    088 42 06.     (W)     SCALED    
 CO0443* NAVD 88     -       101.482  (meters)     332.95   (feet)  ADJUSTED  
 CO0443  ___________________________________________________________________
 CO0443  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CO0443  DYNAMIC HT  -         101.363 (meters)     332.56  (feet)  COMP
 CO0443  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CO0443
 CO0443  VERT ORDER  -  FIRST     CLASS II
 CO0443
 CO0443.The horizontal coordinates were scaled from a topographic map and have
 CO0443.an estimated accuracy of +/- 6 seconds.
 CO0443
 CO0443.The orthometric height was determined by differential leveling
 CO0443.and adjusted in June 1991.
 CO0443
 CO0443.The geoid height was determined by GEOID03.
 CO0443
 CO0443.The dynamic height is computed by dividing the NAVD 88
 CO0443.geopotential number by the normal gravity value computed on the
 CO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0443.degrees latitude (g = 980.6199 gals.).
 CO0443
 CO0443.The modeled gravity was interpolated from observed gravity values.
 CO0443
 CO0443;                    North         East    Units  Estimated Accuracy
 CO0443;SPC MS E     -   317,170.      312,390.      MT  (+/- 180 meters Scaled)
 CO0443
 CO0443                          SUPERSEDED SURVEY CONTROL
 CO0443
 CO0443  NGVD 29 (??/??/??)  101.468  (m)          332.90   (f) ADJUSTED    1 2
 CO0443
 CO0443.Superseded values are not recommended for survey control.
 CO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0443.See file dsdata.txt to determine how the superseded data were derived.
 CO0443
 CO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA398817(NAD 83)
 CO0443_MARKER: DB = BENCH MARK DISK
 CO0443_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0443_SP_SET: RETAINING WALL
 CO0443_STAMPING: C 73 1935
 CO0443_MARK LOGO: CGS   
 CO0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0443+STABILITY: SURFACE MOTION
 CO0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0443+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 CO0443
 CO0443  HISTORY     - Date     Condition        Report By
 CO0443  HISTORY     - 1935     MONUMENTED       CGS
 CO0443  HISTORY     - 1964     GOOD             MSHD
 CO0443  HISTORY     - 1980     GOOD             NGS
 CO0443  HISTORY     - 19821129 GOOD             MSHD
 CO0443  HISTORY     - 19900424 GOOD             MSHD
 CO0443
 CO0443                          STATION DESCRIPTION
 CO0443
 CO0443'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0443'IN MERIDIAN.
 CO0443'THE MARK IS LOCATED AT MERIDIAN, ON THE GULF, MOBILE, AND OHIO
 CO0443'RAILROAD, 0.25 MILE WEST OF THE STATION, AT THE TWENTY SIXTH AVENUE
 CO0443'UNDERPASS, 15 FEET SOUTH OF THE STEPS LEADING DOWN TO THE STREET, AT
 CO0443'THE EAST SIDE OF THE NORTH ENTRANCE, AND IN THE TOP OF THE CONCRETE.
 CO0443
 CO0443                          STATION RECOVERY (1980)
 CO0443
 CO0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CO0443'RECOVERED IN GOOD CONDITION.
 CO0443
 CO0443                          STATION RECOVERY (1982)
 CO0443
 CO0443'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1982
 CO0443'TO REACH FROM THE POST OFFICE IN MERIDIAN, GO SOUTH ON 22ND AVE FOR
 CO0443'ONE BLOCK, TURN RIGHT WEST ON 8TH ST AND GO 0.40 KM (0.25 MI) TO 26TH
 CO0443'AVE, TURN LEFT SOUTH AND GO 0.56 KM (0.35 MI) ON 26TH AVE TO THE
 CO0443'RAILROAD OVERPASS AND THE MARK AS DESCRIBED.  IT IS 7.92 M (26.0 FT)
 CO0443'NORTH OF THE NORTH RAIL OF THE NORTH ONE OF TWO SETS OF TRACK, 5.18 M
 CO0443'(17.0 FT) NORTHEAST OF THE CENTER OF 26TH AVE AND 0.45 M (1.5 FT) WEST
 CO0443'OF THE EAST CORNER OF THE RETAINING WALL AND SET IN A DRILL HOLE IN
 CO0443'THE SOUTHEAST END OF THE NORTHEAST CONCRETE RETAINING WALL ABOUT 5.18
 CO0443'M (17.0 FT) ABOVE 26TH AVE.
 CO0443
 CO0443                          STATION RECOVERY (1990)
 CO0443
 CO0443'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0443'MARK IS LOCATED ABOUT 0.35 MI (0.56 KM) SOUTHWEST OF THE CENTER OF
 CO0443'DOWNTOWN MERIDIAN, IN THE 26TH AVENUE RAILROAD OVERPASS AND IS IN
 CO0443'SECTION 18, T 6N, R 15E.
 CO0443'TO REACH FROM THE POST OFFICE IN MERIDIAN, GO SOUTH ON 21TH AVENUE FOR
 CO0443'1 BLOCK TO THE INTERSECTION OF 6TH STREET, TURN RIGHT AND GO
 CO0443'SOUTHWEST ON 6TH STREET FOR 0.35 MI (0.56 KM) TO A CROSS STREET, TURN
 CO0443'LEFT AND GO SOUTHEAST ON 26TH STREET FOR 0.15 MI (0.24 KM) TO THE
 CO0443'RAILROAD OVERPASS AND THE MARK AS DESCRIBED.
 CO0443'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF
 CO0443'THE NORTHEAST RETAINING WALL, 17 FT (5.2 M) ABOVE 26TH AVENUE, 26 FT
 CO0443'(7.9 M) NORTH OF THE NORTH RAIL OF THE NORTH ONE OF TWO SETS OF
 CO0443'TRACKS, 17 FT (5.2 M) NORTHEAST OF THE CENTER OF 26TH AVENUE AND 1.5
 CO0443'FT (0.5 M) WEST OF THE EAST CORNER OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0082 ***********************************************************************
 BW0082  DESIGNATION -  C 8
 BW0082  PID         -  BW0082
 BW0082  STATE/COUNTY-  MS/LINCOLN
 BW0082  USGS QUAD   -  BROOKHAVEN (1972)
 BW0082
 BW0082                         *CURRENT SURVEY CONTROL
 BW0082  ___________________________________________________________________
 BW0082* NAD 83(1986)-  31 30 24.     (N)    090 27 08.     (W)     SCALED    
 BW0082* NAVD 88     -       120.757  (meters)     396.18   (feet)  ADJUSTED  
 BW0082  ___________________________________________________________________
 BW0082  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0082  DYNAMIC HT  -         120.609 (meters)     395.70  (feet)  COMP
 BW0082  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 BW0082
 BW0082  VERT ORDER  -  FIRST     CLASS I
 BW0082
 BW0082.The horizontal coordinates were scaled from a topographic map and have
 BW0082.an estimated accuracy of +/- 6 seconds.
 BW0082
 BW0082.The orthometric height was determined by differential leveling
 BW0082.and adjusted in June 1991.
 BW0082
 BW0082.The geoid height was determined by GEOID03.
 BW0082
 BW0082.The dynamic height is computed by dividing the NAVD 88
 BW0082.geopotential number by the normal gravity value computed on the
 BW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0082.degrees latitude (g = 980.6199 gals.).
 BW0082
 BW0082.The modeled gravity was interpolated from observed gravity values.
 BW0082
 BW0082;                    North         East    Units  Estimated Accuracy
 BW0082;SPC MS W     -   222,460.      688,710.      MT  (+/- 180 meters Scaled)
 BW0082
 BW0082                          SUPERSEDED SURVEY CONTROL
 BW0082
 BW0082  NGVD 29 (??/??/??)  120.751  (m)          396.16   (f) ADJUSTED    1 1
 BW0082
 BW0082.Superseded values are not recommended for survey control.
 BW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0082.See file dsdata.txt to determine how the superseded data were derived.
 BW0082
 BW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ419885(NAD 83)
 BW0082_MARKER: DB = BENCH MARK DISK
 BW0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0082_SP_SET: BRIDGE ABUTMENT
 BW0082_STAMPING: C 8 1934 396.285
 BW0082_MARK LOGO: CGS   
 BW0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0082+STABILITY: SURFACE MOTION
 BW0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0082+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 BW0082
 BW0082  HISTORY     - Date     Condition        Report By
 BW0082  HISTORY     - 1934     MONUMENTED       CGS
 BW0082  HISTORY     - 1969     GOOD             NGS
 BW0082  HISTORY     - 19920619 GOOD             NGS
 BW0082
 BW0082                          STATION DESCRIPTION
 BW0082
 BW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0082'5.15 MI S FROM BROOKHAVEN.
 BW0082'ABOUT 5.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0082'STATION AT BROOKHAVEN, 1.1 MILES NORTH OF A BLACK TOP ROAD CROSSING,
 BW0082'0.2 MILE SOUTH OF MILEPOST 788, SET ON THE TOP OF THE EAST END OF THE
 BW0082'NORTH CONCRETE ABUTMENT FOR A 60-FOOT CONCRETE BRIDGE WITH 5
 BW0082'PARTITIONS, 7.0 FEET EAST OF THE EAST RAIL AND 1 1/2 FEET BELOW THE
 BW0082'LEVEL OF THE TRACK.  1/4, SEC 12, T 6N, R 7E.
 BW0082
 BW0082                          STATION RECOVERY (1992)
 BW0082
 BW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0082'7.4 KM (4.60 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0082'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0082'IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE NORTH
 BW0082'CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 6.4 M (21.0 FT) EAST OF THE
 BW0082'NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0406 ***********************************************************************
 BH0406  DESIGNATION -  C 81
 BH0406  PID         -  BH0406
 BH0406  STATE/COUNTY-  MS/HARRISON
 BH0406  USGS QUAD   -  BILOXI (1992)
 BH0406
 BH0406                         *CURRENT SURVEY CONTROL
 BH0406  ___________________________________________________________________
 BH0406* NAD 83(1986)-  30 27 40.     (N)    088 54 30.     (W)     SCALED    
 BH0406* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 BH0406  ___________________________________________________________________
 BH0406  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0406
 BH0406.The horizontal coordinates were scaled from a topographic map and have
 BH0406.an estimated accuracy of +/- 6 seconds.
 BH0406
 BH0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0406.The vertical order pertains to the NGVD 29 superseded value.
 BH0406
 BH0406.The geoid height was determined by GEOID03.
 BH0406
 BH0406;                    North         East    Units  Estimated Accuracy
 BH0406;SPC MS E     -   106,540.      292,800.      MT  (+/- 180 meters Scaled)
 BH0406
 BH0406                          SUPERSEDED SURVEY CONTROL
 BH0406
 BH0406  NGVD 29 (??/??/??)    7.594  (m)           24.91   (f) ADJUSTED    2 0
 BH0406
 BH0406.Superseded values are not recommended for survey control.
 BH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0406.See file dsdata.txt to determine how the superseded data were derived.
 BH0406
 BH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU167714(NAD 83)
 BH0406_MARKER: DB = BENCH MARK DISK
 BH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0406_STAMPING: C-81 1935
 BH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0406+STABILITY: SURFACE MOTION
 BH0406
 BH0406  HISTORY     - Date     Condition        Report By
 BH0406  HISTORY     - 1935     MONUMENTED       CGS
 BH0406  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0406
 BH0406                          STATION DESCRIPTION
 BH0406
 BH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BH0406'4.7 MI N FROM BILOXI.
 BH0406'ALONG STATE HIGHWAY 57, 20 FEET EAST OF THE CENTER LINE OF THE
 BH0406'HIGHWAY, AND 400 YARDS NORTH OF A BRIDGE.  OPPOSITE A GATE WAY, AND
 BH0406'LOCATED IN PROPERTY LINE.
 BH0406
 BH0406                          STATION RECOVERY (1955)
 BH0406
 BH0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0441 ***********************************************************************
 BH0441  DESIGNATION -  C 82
 BH0441  PID         -  BH0441
 BH0441  STATE/COUNTY-  MS/GEORGE
 BH0441  USGS QUAD   -  BENNDALE (1982)
 BH0441
 BH0441                         *CURRENT SURVEY CONTROL
 BH0441  ___________________________________________________________________
 BH0441* NAD 83(1986)-  30 47 45.     (N)    088 45 28.     (W)     SCALED    
 BH0441* NAVD 88     -        18.06   (+/-2cm)      59.3    (feet)  VERTCON   
 BH0441  ___________________________________________________________________
 BH0441  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0441
 BH0441.The horizontal coordinates were scaled from a topographic map and have
 BH0441.an estimated accuracy of +/- 6 seconds.
 BH0441
 BH0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0441.The vertical order pertains to the NGVD 29 superseded value.
 BH0441
 BH0441.The geoid height was determined by GEOID03.
 BH0441
 BH0441;                    North         East    Units  Estimated Accuracy
 BH0441;SPC MS E     -   143,650.      307,230.      MT  (+/- 180 meters Scaled)
 BH0441
 BH0441                          SUPERSEDED SURVEY CONTROL
 BH0441
 BH0441  NGVD 29 (??/??/??)   18.056  (m)           59.24   (f) ADJUSTED    2 0
 BH0441
 BH0441.Superseded values are not recommended for survey control.
 BH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0441.See file dsdata.txt to determine how the superseded data were derived.
 BH0441
 BH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV318082(NAD 83)
 BH0441_MARKER: DB = BENCH MARK DISK
 BH0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0441+STABILITY: SURFACE MOTION
 BH0441
 BH0441  HISTORY     - Date     Condition        Report By
 BH0441  HISTORY     - UNK      MONUMENTED       CGS
 BH0441  HISTORY     - 1971     GOOD             MSHD
 BH0441
 BH0441                          STATION DESCRIPTION
 BH0441
 BH0441'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0441'15.8 MI SW FROM LUCEDALE.
 BH0441'LOCATED 15.8 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 26 FROM THE OLD
 BH0441'SCHOOL BUILDING IN LUCEDALE, 30 FEET SOUTH OF THE CENTER OF THE
 BH0441'HIGHWAY.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0168 ***********************************************************************
 BW0168  DESIGNATION -  C 9
 BW0168  PID         -  BW0168
 BW0168  STATE/COUNTY-  MS/COPIAH
 BW0168  USGS QUAD   -  GALLMAN (1963)
 BW0168
 BW0168                         *CURRENT SURVEY CONTROL
 BW0168  ___________________________________________________________________
 BW0168* NAD 83(1986)-  31 55 29.     (N)    090 23 32.     (W)     SCALED    
 BW0168* NAVD 88     -       136.108  (meters)     446.55   (feet)  ADJUSTED  
 BW0168  ___________________________________________________________________
 BW0168  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0168  DYNAMIC HT  -         135.946 (meters)     446.02  (feet)  COMP
 BW0168  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BW0168
 BW0168  VERT ORDER  -  FIRST     CLASS I
 BW0168
 BW0168.The horizontal coordinates were scaled from a topographic map and have
 BW0168.an estimated accuracy of +/- 6 seconds.
 BW0168
 BW0168.The orthometric height was determined by differential leveling
 BW0168.and adjusted in February 1994.
 BW0168
 BW0168.The geoid height was determined by GEOID03.
 BW0168
 BW0168.The dynamic height is computed by dividing the NAVD 88
 BW0168.geopotential number by the normal gravity value computed on the
 BW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0168.degrees latitude (g = 980.6199 gals.).
 BW0168
 BW0168.The modeled gravity was interpolated from observed gravity values.
 BW0168
 BW0168;                    North         East    Units  Estimated Accuracy
 BW0168;SPC MS W     -   268,800.      694,430.      MT  (+/- 180 meters Scaled)
 BW0168
 BW0168                          SUPERSEDED SURVEY CONTROL
 BW0168
 BW0168  NAVD 88 (06/15/91)  136.113  (m)          446.56   (f) UNKNOWN     1 1
 BW0168  NGVD 29 (??/??/??)  136.113  (m)          446.56   (f) ADJUSTED    1 1
 BW0168
 BW0168.Superseded values are not recommended for survey control.
 BW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0168.See file dsdata.txt to determine how the superseded data were derived.
 BW0168
 BW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR465350(NAD 83)
 BW0168_MARKER: DB = BENCH MARK DISK
 BW0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW0168_SP_SET: HEADWALL
 BW0168_STAMPING: C 9 1934 446.708
 BW0168_MARK LOGO: CGS   
 BW0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0168+STABILITY: SURFACE MOTION
 BW0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0168+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0168
 BW0168  HISTORY     - Date     Condition        Report By
 BW0168  HISTORY     - 1934     MONUMENTED       CGS
 BW0168  HISTORY     - 1959     GOOD             NGS
 BW0168  HISTORY     - 19920720 GOOD             NGS
 BW0168
 BW0168                          STATION DESCRIPTION
 BW0168
 BW0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BW0168'4.4 MI N FROM HAZLEHURST.
 BW0168'ABOUT 4.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0168'STATION AT HAZLEHURST, 0.55 MILE SOUTH OF A BLACK TOPPED ROAD CROSSING
 BW0168'AT GALLMAN, 0.1 MILE SOUTH OF MILEPOST 758, ACROSS THE TRACK FROM THE
 BW0168'3RD TELEPHONE POLE SOUTH OF THE MILEPOST, SET ON THE TOP OF THE SOUTH
 BW0168'END OF THE WEST CONCRETE AND BRICK HEAD WALL FOR A 36-INCH BRICK
 BW0168'CULVERT UNDER THE TRACKS, 9 FEET WEST OF THE WEST RAIL OF THE WEST
 BW0168'TRACK, 2.4 FEET NORTH OF THE SOUTH END OF THE HEADWALL AND 2 FEET
 BW0168'BELOW THE LEVEL OF THE TRACK.  1/4, SEC 15, T 1N, R 2W.
 BW0168
 BW0168                          STATION RECOVERY (1992)
 BW0168
 BW0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0168'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0168'HAZELHURST, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG THE ILLINOIS
 BW0168'CENTRAL RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END
 BW0168'OF THE WEST CONCRETE HEADWALL OF A CULVERT, 0.2 KM (0.10 MI) SOUTH OF
 BW0168'MILEPOST 758, 7.3 M (24.0 FT) WEST OF THE NEAR RAIL, AND 0.9 M
 BW0168'(3.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1443 ***********************************************************************
 DJ1443  DESIGNATION -  C B I 198 87
 DJ1443  PID         -  DJ1443
 DJ1443  STATE/COUNTY-  MS/GRENADA
 DJ1443  USGS QUAD   -  GRENADA (1983)
 DJ1443
 DJ1443                         *CURRENT SURVEY CONTROL
 DJ1443  ___________________________________________________________________
 DJ1443* NAD 83(1986)-  33 49 46.     (N)    089 46 55.     (W)     SCALED    
 DJ1443* NAVD 88     -        60.545  (meters)     198.64   (feet)  ADJUSTED  
 DJ1443  ___________________________________________________________________
 DJ1443  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DJ1443  DYNAMIC HT  -          60.484 (meters)     198.44  (feet)  COMP
 DJ1443  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 DJ1443
 DJ1443  VERT ORDER  -  SECOND    CLASS 0
 DJ1443
 DJ1443.The horizontal coordinates were scaled from a topographic map and have
 DJ1443.an estimated accuracy of +/- 6 seconds.
 DJ1443
 DJ1443.The orthometric height was determined by differential leveling
 DJ1443.and adjusted in June 1991.
 DJ1443
 DJ1443.The geoid height was determined by GEOID03.
 DJ1443
 DJ1443.The dynamic height is computed by dividing the NAVD 88
 DJ1443.geopotential number by the normal gravity value computed on the
 DJ1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1443.degrees latitude (g = 980.6199 gals.).
 DJ1443
 DJ1443.The modeled gravity was interpolated from observed gravity values.
 DJ1443
 DJ1443;                    North         East    Units  Estimated Accuracy
 DJ1443;SPC MS W     -   480,170.      751,040.      MT  (+/- 180 meters Scaled)
 DJ1443
 DJ1443                          SUPERSEDED SURVEY CONTROL
 DJ1443
 DJ1443  NGVD 29 (??/??/92)   60.538  (m)          198.62   (f) ADJ UNCH    2 0
 DJ1443
 DJ1443.Superseded values are not recommended for survey control.
 DJ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1443.See file dsdata.txt to determine how the superseded data were derived.
 DJ1443
 DJ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC425467(NAD 83)
 DJ1443_MARKER: B = BOLT
 DJ1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1443+STABILITY: SURFACE MOTION
 DJ1443
 DJ1443  HISTORY     - Date     Condition        Report By
 DJ1443  HISTORY     - UNK      MONUMENTED       RBNF
 DJ1443  HISTORY     - 1944     GOOD             NGS
 DJ1443  HISTORY     - 20080214 MARK NOT FOUND   MSDOT
 DJ1443
 DJ1443                          STATION DESCRIPTION
 DJ1443
 DJ1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DJ1443'IN GRENADA.
 DJ1443'SET AT THE MAIN ENTRANCE TO THE GRENADA AIR-FIELD, ABOUT 400 FEET
 DJ1443'NORTH OF THE MAIN GATE, 64.5 FEET EAST OF THE CENTERLINE OF THE MAIN
 DJ1443'ROAD LEADING INTO THE FIELD, 9.3 FEET WEST OF A WIRE FENCE, 60 FEET
 DJ1443'WEST OF THE ILLINOIS CENTRAL RAILROAD TRACK, BOLT SET IN THE TOP OF A
 DJ1443'CONCRETE POST.
 DJ1443
 DJ1443                          STATION RECOVERY (2008)
 DJ1443
 DJ1443'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1792 ***********************************************************************
 EG1792  DESIGNATION -  CABLE
 EG1792  PID         -  EG1792
 EG1792  STATE/COUNTY-  MS/YALOBUSHA
 EG1792  USGS QUAD   -  OAKLAND (1983)
 EG1792
 EG1792                         *CURRENT SURVEY CONTROL
 EG1792  ___________________________________________________________________
 EG1792* NAD 83(1993)-  34 03 15.14426(N)    089 54 02.64912(W)     ADJUSTED  
 EG1792* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 EG1792  ___________________________________________________________________
 EG1792  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EG1792  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EG1792  HORZ ORDER  -  THIRD
 EG1792
 EG1792.The horizontal coordinates were established by classical geodetic methods
 EG1792.and adjusted by the National Geodetic Survey in May 1994.
 EG1792
 EG1792.The orthometric height was scaled from a topographic map.
 EG1792
 EG1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1792
 EG1792.The geoid height was determined by GEOID03.
 EG1792
 EG1792;                    North         East     Units Scale Factor Converg.
 EG1792;SPC MS W     -   505,044.114   739,938.166   MT  0.99996966   +0 14 32.1
 EG1792;SPC MS W     - 1,656,965.56  2,427,613.80   sFT  0.99996966   +0 14 32.1
 EG1792;UTM  16      - 3,771,963.653   232,250.625   MT  1.00048383   -1 37 31.1
 EG1792
 EG1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1792!SPC MS W     -   0.99998577  x   0.99996966  =   0.99995543
 EG1792!UTM  16      -   0.99998577  x   1.00048383  =   1.00046959
 EG1792
 EG1792|---------------------------------------------------------------------|
 EG1792| PID    Reference Object                     Distance      Geod. Az  |
 EG1792|                                                           dddmmss.s |
 EG1792| CG3325 CABLE RM 1                           84.430 METERS 09129     |
 EG1792| CG3324 CABLE AZ MK                                        1004846.6 |
 EG1792| CG3326 CABLE RM 2                           27.859 METERS 20747     |
 EG1792| EG1793 OAKLAND MUN TANK                    APPROX. 1.6 KM 2801901.2 |
 EG1792|---------------------------------------------------------------------|
 EG1792
 EG1792                          SUPERSEDED SURVEY CONTROL
 EG1792
 EG1792  NAD 83(1986)-  34 03 15.15528(N)    089 54 02.64697(W) AD(       ) 3
 EG1792  NAD 27      -  34 03 14.75070(N)    089 54 02.33180(W) AD(       ) 3
 EG1792
 EG1792.Superseded values are not recommended for survey control.
 EG1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1792.See file dsdata.txt to determine how the superseded data were derived.
 EG1792
 EG1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3225171964(NAD 83)
 EG1792_MARKER: DS = TRIANGULATION STATION DISK
 EG1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1792
 EG1792  HISTORY     - Date     Condition        Report By
 EG1792  HISTORY     - 1957     MONUMENTED       CGS
 EG1792  HISTORY     - 1973     GOOD             MSHD
 EG1792
 EG1792                          STATION DESCRIPTION
 EG1792
 EG1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EG1792'THE STATION IS APPROXIMATELY 1.0 MILE EAST OF OAKLAND IN SECTION 8, R
 EG1792'4 E, T 25 N, ON
 EG1792'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 330.
 EG1792'
 EG1792'TO REACH FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE HIGHWAYS 32
 EG1792'AND 330, IN
 EG1792'OAKLAND, GO EAST ON STATE HIGHWAY 330 FOR 0.45 MILE TO
 EG1792'THE SIGNS ON THE RIGHT AND
 EG1792'LEFT INDICATING A UNDERGROUND CABLE
 EG1792'CROSSING.  CONTINUE EAST FOR ABOUT 100 FEET
 EG1792'TO THE STATION ON THE
 EG1792'LEFT.
 EG1792'
 EG1792'STATION MARKS ARE STANDARD DISKS STAMPED CABLE 1957.  THE SURFACE
 EG1792'DISK IS SET IN A
 EG1792'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 36
 EG1792'FEET NORTH OF THE CENTER LINE
 EG1792'OF STATE HIGHWAY 330 AND 123 FEET
 EG1792'EAST-SOUTHEAST OF CABLE CROSSING POLE NO 734.5,
 EG1792'BELONGING TO THE
 EG1792'AMERICAN TELEPHONE AND TELEGRAPH COMPANY.  THE UNDERGROUND DISK IS
 EG1792'SET IN AN
 EG1792'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF
 EG1792'THE GROUND.
 EG1792'
 EG1792'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED CABLE NO 1 1957, IS
 EG1792'SET IN A SQUARE
 EG1792'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 52 FEET
 EG1792'NORTH OF THE CENTER LINE OF STATE
 EG1792'HIGHWAY 330, 43 FEET WEST-NORTHWEST
 EG1792'OF A 4 FOOT TREE AND 2 FEET WEST OF A FENCE CORNER.
 EG1792'
 EG1792'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CABLE NO 2 1957, IS
 EG1792'SET IN A SQUARE
 EG1792'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 48 FEET
 EG1792'SOUTH OF THE CENTER LINE OF
 EG1792'STATE HIGHWAY 330 AND 1.5 FEET EAST OF
 EG1792'TELEPHONE POLE NUMBER 16.
 EG1792'
 EG1792'AZIMUTH MARK IS A STANDARD DISK STAMPED CABLE 1957, SET IN A SQUARE
 EG1792'CONCRETE POST
 EG1792'WHICH PROJECTS 6 INCHES.  IT IS 35 FEET NORTH OF THE
 EG1792'CENTER LINE OF STATE HIGHWAY
 EG1792'330, 107 FEET SOUTHEAST OF THE SOUTHEAST
 EG1792'CORNER OF A WHITE HOUSE, 14 FEET SOUTH OF THE
 EG1792'NORTH RIGHT-OF-WAY
 EG1792'FENCE LINE AND 1 FOOT WEST OF TELEPHONE POLE NO 21.  A STANDARD
 EG1792'WITNESS POST
 EG1792'WAS SET 1.5 FEET SOUTHEAST OF THE MARK.
 EG1792'
 EG1792'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 EG1792'330 FOR 0.25 MILE
 EG1792'TO A DRIVEWAY ON THE LEFT, LEADING TO MR IVAN C
 EG1792'COVINGTONS HOUSE, TURN ONTO DRIVEWAY
 EG1792'AND CONTINUE EAST ABOUT 70 YARDS
 EG1792'TO THE MARK.
 EG1792'
 EG1792'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EG1792
 EG1792                          STATION RECOVERY (1973)
 EG1792
 EG1792'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EG1792'THE STATION WAS VISITED 6-27-73 AND ALL MARKS WERE FOUND IN GOOD
 EG1792'CONDITION.  THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 EG1792'
 EG1792'THE STATION IS LOCATED 0.85 MILE EAST OF OAKLAND ON THE NORTH ROW
 EG1792'OF STATE HIGHWAY 330 ABOUT 100 FEET EAST OF A TELEPHONE CABLE
 EG1792'CROSSING IN THE NW 1/4 OF SECTION 8, T 25N, R 4E.  IT IS 36.5 FEET
 EG1792'NORTH OF THE CENTER OF HIGHWAY 330, 123 FEET ESE OF CABLE CROSSING
 EG1792'POLE NO. 734 1/2, 124 FEET EAST OF CABLE CROSSING POLE NO. 735,
 EG1792'206 FEET WNW OF A 12 INCH TWIN GUM AND 1 FOOT SOUTH OF A METAL
 EG1792'WITNESS POST.  IT IS A TRIANGULATION DISK, STAMPED CABLE 1957
 EG1792'FLUSH.
 EG1792'
 EG1792'REFERENCE MARK NO 1 IS 277.00 FEET EAST OF THE STATION.  IT IS 51
 EG1792'FEET NORTH OF THE CENTER OF HIGHWAY 330, 21 FEET WEST OF THE CENTER
 EG1792'OF A DRIVEWAY, 56.5 FEET SW OF THE SW CORNER OF THE PORCH OF A
 EG1792'BRICK HOUSE, 50 FEET WEST OF THE PROJECTED PLANE OF THE WEST
 EG1792'WALL OF THE BRICK HOUSE, 11 FEET ENE OF A TELEPHONE POLE, 40 FEET
 EG1792'WEST OF THE WEST EDGE OF A LARGE OAK STUMP AND 88 FEET SOUTH OF
 EG1792'A POWER POLE WITH A TRANSFORMER.  IT IS A REFERENCE MARK DISK,
 EG1792'STAMPED CABLE NO 1 1957 PROJECTING 6 INCHES.
 EG1792'
 EG1792'REFERENCE MARK NO 2 IS 91.40 FEET SSW OF THE STATION.  IT IS 47.5
 EG1792'FEET SOUTH OF THE CENTER OF HIGHWAY 330, 87 FEET ESE OF CABLE POLE
 EG1792'NO. 736 AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 EG1792'REFERENCE MARK DISK, STAMPED CABLE NO 2 1957 PROJECTING 6 INCHES.
 EG1792'
 EG1792'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 35 FEET
 EG1792'NORTH OF THE CENTER OF HIGHWAY 330, 107 FEET SE OF A FENCE CORNER
 EG1792'OF MR. IVAN C. COVINGTONS HOUSE, 25.5 FEET SE OF A FENCE CORNER,
 EG1792'31 FEET SE OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 18
 EG1792'FEET SSW OF A 36 INCH OAK, 12.5 FEET SE OF A MIMOSA, 14.5 FEET
 EG1792'SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS AN
 EG1792'AZIMUTH MARK DISK, STAMPED CABLE 1957 PROJECTING 6 INCHES.
 EG1792'
 EG1792'TO REACH THE STATION FROM THE U.S. POST OFFICE IN OAKLAND GO EAST
 EG1792'ON A BLACK TOP ROAD FOR 0.4 MILE TO THE INTERSECTION OF U.S.
 EG1792'HIGHWAY 51 AND THE JUNCTION OF STATE HIGHWAY 330.  CONTINUE EAST ON
 EG1792'STATE HIGHWAY 330 FOR 0.5 MILE TO A CABLE CROSSING AND THE STATION
 EG1792'ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE EAST ON HIGHWAY 330
 EG1792'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 EG1792'
 EG1792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.85 MILE EAST
 EG1792'OF OAKLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2363 ***********************************************************************
 BH2363  DESIGNATION -  CAD
 BH2363  PID         -  BH2363
 BH2363  STATE/COUNTY-  MS/HARRISON
 BH2363  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2363
 BH2363                         *CURRENT SURVEY CONTROL
 BH2363  ___________________________________________________________________
 BH2363* NAD 83(1993)-  30 24 22.73222(N)    088 51 38.99225(W)     ADJUSTED  
 BH2363* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2363  ___________________________________________________________________
 BH2363  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2363  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2363  HORZ ORDER  -  THIRD
 BH2363
 BH2363.The horizontal coordinates were established by classical geodetic methods
 BH2363.and adjusted by the National Geodetic Survey in May 1994.
 BH2363
 BH2363.The orthometric height was scaled from a topographic map.
 BH2363
 BH2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2363
 BH2363.The geoid height was determined by GEOID03.
 BH2363
 BH2363;                    North         East     Units Scale Factor Converg.
 BH2363;SPC MS E     -   100,461.770   297,357.842   MT  0.99995009   -0 00 50.1
 BH2363;SPC MS E     -   329,598.32    975,581.52   sFT  0.99995009   -0 00 50.1
 BH2363;UTM  16      - 3,365,279.167   321,247.326   MT  0.99999420   -0 56 31.5
 BH2363
 BH2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2363!SPC MS E     -   1.00000444  x   0.99995009  =   0.99995453
 BH2363!UTM  16      -   1.00000444  x   0.99999420  =   0.99999864
 BH2363
 BH2363:                Primary Azimuth Mark                     Grid Az
 BH2363:SPC MS E     -  FORT                                     019 33 46.9
 BH2363:UTM  16      -  FORT                                     020 29 28.3
 BH2363
 BH2363|---------------------------------------------------------------------|
 BH2363| PID    Reference Object                     Distance      Geod. Az  |
 BH2363|                                                           dddmmss.s |
 BH2363| BH2378 FORT                                APPROX. 2.1 KM 0193256.8 |
 BH2363| BH2369 BILOXI RR BRIDGE CENTER LIGHT       APPROX. 1.0 KM 0762747.3 |
 BH2363| DD7626 CAD RM                               34.260 METERS 15940     |
 BH2363|---------------------------------------------------------------------|
 BH2363
 BH2363                          SUPERSEDED SURVEY CONTROL
 BH2363
 BH2363  NAD 83(1993)-  30 24 22.74672(N)    088 51 38.98188(W) AD(       ) 3
 BH2363  NAD 83(1986)-  30 24 22.75281(N)    088 51 38.97952(W) AD(       ) 3
 BH2363  NAD 27      -  30 24 22.04300(N)    088 51 38.86700(W) AD(       ) 3
 BH2363
 BH2363.Superseded values are not recommended for survey control.
 BH2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2363.See file dsdata.txt to determine how the superseded data were derived.
 BH2363
 BH2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2124765279(NAD 83)
 BH2363_MARKER: Z = SEE DESCRIPTION
 BH2363_SETTING: 0 = UNSPECIFIED SETTING
 BH2363
 BH2363  HISTORY     - Date     Condition        Report By
 BH2363  HISTORY     - 1910     MONUMENTED       CGS
 BH2363  HISTORY     - 1917     SEE DESCRIPTION  CGS
 BH2363  HISTORY     - 1950     MARK NOT FOUND   CGS
 BH2363
 BH2363                          STATION DESCRIPTION
 BH2363
 BH2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2363'BLOCKS OF CONCRETE WASHED UPON SHORE IS THE ONLY REMAINING
 BH2363'INDICATION.  STATION NOT REESTABLISHED.
 BH2363
 BH2363                          STATION RECOVERY (1950)
 BH2363
 BH2363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2363'STATION IS LOST.  A THOROUGH SEARCH WAS MADE BUT NO EVIDENCE OF THIS
 BH2363'STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2677 ***********************************************************************
 BH2677  DESIGNATION -  CADDY
 BH2677  PID         -  BH2677
 BH2677  STATE/COUNTY-  MS/HANCOCK
 BH2677  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2677
 BH2677                         *CURRENT SURVEY CONTROL
 BH2677  ___________________________________________________________________
 BH2677* NAD 83(1993)-  30 14 00.84314(N)    089 25 12.90936(W)     ADJUSTED  
 BH2677* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2677  ___________________________________________________________________
 BH2677  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BH2677  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BH2677  HORZ ORDER  -  SECOND
 BH2677
 BH2677.The horizontal coordinates were established by classical geodetic methods
 BH2677.and adjusted by the National Geodetic Survey in May 1994.
 BH2677
 BH2677.The orthometric height was scaled from a topographic map.
 BH2677
 BH2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2677
 BH2677.The geoid height was determined by GEOID03.
 BH2677
 BH2677;                    North         East     Units Scale Factor Converg.
 BH2677;SPC MS E     -    81,457.749   243,505.760   MT  0.99998936   -0 17 43.9
 BH2677;SPC MS E     -   267,249.30    798,901.81   sFT  0.99998936   -0 17 43.9
 BH2677;SPC LA S     -   193,693.646 1,184,131.542   MT  0.99993396   +0 57 23.6
 BH2677;SPC LA S     -   635,476.57  3,884,938.23   sFT  0.99993396   +0 57 23.6
 BH2677;UTM  16      - 3,347,144.911   267,086.410   MT  1.00026932   -1 13 09.2
 BH2677
 BH2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2677!SPC MS E     -   1.00000409  x   0.99998936  =   0.99999345
 BH2677!SPC LA S     -   1.00000409  x   0.99993396  =   0.99993805
 BH2677!UTM  16      -   1.00000409  x   1.00026932  =   1.00027341
 BH2677
 BH2677:                Primary Azimuth Mark                     Grid Az
 BH2677:SPC MS E     -  ST LOUIS RESET                           045 46 33.1
 BH2677:SPC LA S     -  ST LOUIS RESET                           044 31 25.6
 BH2677:UTM  16      -  ST LOUIS RESET                           046 41 58.4
 BH2677
 BH2677|---------------------------------------------------------------------|
 BH2677| PID    Reference Object                     Distance      Geod. Az  |
 BH2677|                                                           dddmmss.s |
 BH2677| BH2713 ST LOUIS RESET                      APPROX. 9.2 KM 0452849.2 |
 BH2677| DD7627 CADDY RM 1                           18.027 METERS 14352     |
 BH2677| BH2675 ST JOSEPH ISLAND LIGHT              APPROX. 5.6 KM 1860755.8 |
 BH2677| DD7628 CADDY RM 2                           28.778 METERS 25342     |
 BH2677|---------------------------------------------------------------------|
 BH2677
 BH2677                          SUPERSEDED SURVEY CONTROL
 BH2677
 BH2677  NAD 83(1986)-  30 14 00.85618(N)    089 25 12.90290(W) AD(       ) 2
 BH2677  NAD 27      -  30 14 00.14800(N)    089 25 12.72900(W) AD(       ) 2
 BH2677
 BH2677.Superseded values are not recommended for survey control.
 BH2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2677.See file dsdata.txt to determine how the superseded data were derived.
 BH2677
 BH2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6708647145(NAD 83)
 BH2677_MARKER: DS = TRIANGULATION STATION DISK
 BH2677_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2677_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2677
 BH2677  HISTORY     - Date     Condition        Report By
 BH2677  HISTORY     - 1934     MONUMENTED       CGS
 BH2677  HISTORY     - 1946     GOOD             CGS
 BH2677  HISTORY     - 1951     GOOD             CGS
 BH2677  HISTORY     - 1971     MARK NOT FOUND   NGS
 BH2677
 BH2677                          STATION DESCRIPTION
 BH2677
 BH2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLS)
 BH2677'STATION IS ON THE NW SHORE OF MISSISSIPPI SOUND, ABOUT 5 MILES NE OF
 BH2677'LAKE BORGNE LIGHTHOUSE AND 1/2 MILE SE OF THE MOUTH OF BAYOU CADDY,
 BH2677'ABOUT THE CENTER OF A NARROW, SANDY, WOODED RIDGE EXTENDING AT RIGHT
 BH2677'ANGLES FROM THE SHORE, 67.3 METERS FROM A 5-FOOT BLUFF WHICH IS
 BH2677'PARALLED TO AND 14 METERS FROM HIGH-WATER LINE.
 BH2677'
 BH2677'STATION MARK IS A STANDARD BRONZE DISK IN A TILE AS DESCRIBED
 BH2677'UNDERGROUND MARK IS A BLOCK OF CONCRETE THE GROUND
 BH2677'CONTAINING A STANDARD BRONZE DISK REFERENCE
 BH2677'MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN CONCRETE IN TOP
 BH2677'OF A TILE.
 BH2677'
 BH2677'THE MARKS IN THE 8-INCH DRAIN TILE PROJECT ABOUT 10 INCHES ABOVE THE
 BH2677'SURFACE OF THE SAND.  THE REFERENCE MARKS ARE NEAR THE MARSH ON
 BH2677'EITHER SIDE OF THE RIDGE.
 BH2677'
 BH2677'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 BH2677
 BH2677                          STATION RECOVERY (1946)
 BH2677
 BH2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2677'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2677'CONDITION.  THE DESCRIPTION IS ADEQUATE.  DISTANCES TO
 BH2677'REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.
 BH2677
 BH2677                          STATION RECOVERY (1951)
 BH2677
 BH2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2677'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 BH2677'DESCRIPTION NO LONGER ADEQUATE.  A COMPLETE NEW DESCRIPTION
 BH2677'FOLLOWS-
 BH2677'
 BH2677'STATION IS ON THE NW SHORE OF MISSISSIPPI SOUND, ABOUT 1/2 MILE SE OF
 BH2677'THE MOUTH OF BAYOU CADDY, IN THE CENTER OF THE MOST N OF A SERIES
 BH2677'OF WOODED, SANDY RIDGES EXTENDING AT RIGHT ANGLES FROM THE SHORE, 59
 BH2677'FEET SW OF A LOW BLUFF AT THE TIP OF THE RIDGE, AND 107 FEET SW OF
 BH2677'THE MEAN HIGH-WATER LINE.
 BH2677'
 BH2677'STATION MARK IS A STANDARD DISK, STAMPED CADDY 1934, SET IN THE TOP
 BH2677'OF A CONCRETE MONUMENT IN A 10 INCH TILE PIPE FLUSH WITH THE GROUND.
 BH2677'ACCORDING TO ORIGINAL DESCRIPTION, UNDERGROUND MARK IS A BLOCK OF
 BH2677'CONCRETE BELOW THE GROUND CONTAINING A STANDARD DISK.
 BH2677'
 BH2677'R.M. 1 IS A STANDARD DISK, STAMPED CADDY RM NO 1 1934, SET IN THE TOP
 BH2677'OF A CONCRETE MONUMENT IN A 10-INCH TILE PIPE 4 INCHES BELOW THE
 BH2677'SAND.
 BH2677'
 BH2677'R.M. 2 IS A STANDARD DISK, STAMPED CADDY RM NO 2 1934, SET IN THE TOP
 BH2677'OF A CONCRETE MONUMENT IN A 10-INCH TILE PIPE PROJECTING 3
 BH2677'INCHES.
 BH2677'
 BH2677'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 BH2677
 BH2677                          STATION RECOVERY (1971)
 BH2677
 BH2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2677'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 BH2677'NOT RECOVERED.  THEY ARE PRESUMED DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2676 ***********************************************************************
 BH2676  DESIGNATION -  CADDY 2
 BH2676  PID         -  BH2676
 BH2676  STATE/COUNTY-  MS/HANCOCK
 BH2676  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2676
 BH2676                         *CURRENT SURVEY CONTROL
 BH2676  ___________________________________________________________________
 BH2676* NAD 83(1993)-  30 13 59.35392(N)    089 25 16.54868(W)     ADJUSTED  
 BH2676* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 BH2676  ___________________________________________________________________
 BH2676  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BH2676  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BH2676  HORZ ORDER  -  THIRD
 BH2676
 BH2676.The horizontal coordinates were established by classical geodetic methods
 BH2676.and adjusted by the National Geodetic Survey in May 1994.
 BH2676
 BH2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2676
 BH2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2676
 BH2676.The geoid height was determined by GEOID03.
 BH2676
 BH2676;                    North         East     Units Scale Factor Converg.
 BH2676;SPC MS E     -    81,412.395   243,408.214   MT  0.99998950   -0 17 45.8
 BH2676;SPC MS E     -   267,100.50    798,581.78   sFT  0.99998950   -0 17 45.8
 BH2676;SPC LA S     -   193,646.173 1,184,035.016   MT  0.99993393   +0 57 21.8
 BH2676;SPC LA S     -   635,320.82  3,884,621.55   sFT  0.99993393   +0 57 21.8
 BH2676;UTM  16      - 3,347,101.122   266,988.118   MT  1.00026989   -1 13 10.9
 BH2676
 BH2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2676!SPC MS E     -   1.00000379  x   0.99998950  =   0.99999329
 BH2676!SPC LA S     -   1.00000379  x   0.99993393  =   0.99993772
 BH2676!UTM  16      -   1.00000379  x   1.00026989  =   1.00027368
 BH2676
 BH2676|---------------------------------------------------------------------|
 BH2676| PID    Reference Object                     Distance      Geod. Az  |
 BH2676|                                                           dddmmss.s |
 BH2676| DD7632 CADDY 2 RM 3                         23.575 METERS 02843     |
 BH2676| BH2675 ST JOSEPH ISLAND LIGHT              APPROX. 5.6 KM 1851104.7 |
 BH2676| DD7633 CADDY 2 RM 4                         24.205 METERS 25901     |
 BH2676| DD7631 CADDY 2 AZ MK                                      3322856.9 |
 BH2676|---------------------------------------------------------------------|
 BH2676
 BH2676                          SUPERSEDED SURVEY CONTROL
 BH2676
 BH2676  NAD 83(1986)-  30 13 59.36720(N)    089 25 16.54230(W) AD(       ) 3
 BH2676  NAD 27      -  30 13 58.65545(N)    089 25 16.37037(W) AD(       ) 3
 BH2676  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG    3  
 BH2676
 BH2676.Superseded values are not recommended for survey control.
 BH2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2676.See file dsdata.txt to determine how the superseded data were derived.
 BH2676
 BH2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6698847101(NAD 83)
 BH2676_MARKER: DS = TRIANGULATION STATION DISK
 BH2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2676+STABILITY: SURFACE MOTION
 BH2676
 BH2676  HISTORY     - Date     Condition        Report By
 BH2676  HISTORY     - 1966     MONUMENTED       CGS
 BH2676  HISTORY     - 1971     GOOD             NGS
 BH2676
 BH2676                          STATION DESCRIPTION
 BH2676
 BH2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2676'STATION IS LOCATED ON THE NORTHWEST SHORE OF MISSISSIPPI SOUND, ABOUT
 BH2676'10 MILES SOUTHWEST OF ST. LOUIS BAY, 9 MILES SOUTHWEST OF
 BH2676'HENDERSON POINT, 3-1/2 MILES NORTHEAST OF NORTHEAST SHORE OF HERON
 BH2676'BAY, 1/2 MILE SOUTHEAST OF MOUTH OF BAYOU CADDY AND IN CENTER OF
 BH2676'NARROW SANDY WOODED RIDGE EXTENDING WESTERLY FROM SHORE LINE.
 BH2676'
 BH2676'STATION MARK, A STANDARD DISK STAMPED CADDY 2 1966, IS SET IN TOP OF
 BH2676'A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  THE MARK
 BH2676'IS ABOUT 400 FEET WEST OF SHORE LINE, IN CENTER OF NARROW SANDY
 BH2676'WOODED RIDGE AND 2 FEET NORTH OF WITNESS POST.
 BH2676'
 BH2676'REFERENCE MARK 3, A STANDARD DISK STAMPED CADDY 2 NO 3 1966, IS
 BH2676'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 BH2676'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 1
 BH2676'FOOT ABOVE THE GROUND.  MARK IS 78.5 FEET NORTHEAST OF WITNESS
 BH2676'POST.
 BH2676'
 BH2676'REFERENCE MARK 4, A STANDARD DISK STAMPED CADDY 2 NO 4 1966, IS
 BH2676'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 BH2676'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 1
 BH2676'FOOT ABOVE THE GROUND.  THE MARK IS 1 FOOT HIGHER IN ELEVATION
 BH2676'THAN THE STATION AND 80 FEET WEST OF WITNESS POST.
 BH2676'
 BH2676'AZIMUTH MARK, A U.S. ENGINEER DEPARTMENT STATION DISK STAMPED BSL 10
 BH2676'1941, IS CEMENTED IN A DRILL HOLE FLUSH IN CONCRETE FOUNDATION WHICH
 BH2676'IS ABOUT FLUSH.  THE MARK IS 67.5 FEET SOUTHEAST OF NORTHEAST CORNER
 BH2676'OF CAMP BUILDING, 61 FEET EAST OF SOUTHEAST CORNER OF CAMP BUILDING,
 BH2676'4.5 FEET NORTH OF NORTHEAST CORNER OF BULK HEAD AT END OF SEA WALL
 BH2676'AND 4.4 FEET EAST OF CONCRETE GUARD RAIL WHICH PROJECTS ABOUT 2
 BH2676'FEET.
 BH2676'
 BH2676'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 43,
 BH2676'ABOUT 17 MILES WEST OF PASS CHRISTIAN, GO SOUTH ON NICKELSON DRIVE
 BH2676'FOR 1.6 MILES TO BEACH BOULEVARD, TURN RIGHT ON BEACH BOULEVARD AND
 BH2676'GO WEST ALONG THE BEACH TO THE END OF ROAD AT BAYOU CADDY.  STATION
 BH2676'IS 0.5 MILE SOUTH OF THE BAYOU ON THE TIMBER SANDY RIDGE AS
 BH2676'DESCRIBED.  A SKIFF WILL BE NEEDED TO CROSS BAYOU, THENCE PACK
 BH2676'SOUTHERLY 1/2 MILE TO SANDY RIDGE AND STATION.
 BH2676'
 BH2676'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BH2676
 BH2676                          STATION RECOVERY (1971)
 BH2676
 BH2676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2676'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 BH2676'CONDITION.  DESCRIPTION BY LMC IN 1966 IS ADEQUATE FOR FUTURE
 BH2676'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2932 ***********************************************************************
 BH2932  DESIGNATION -  CAESAR
 BH2932  PID         -  BH2932
 BH2932  STATE/COUNTY-  MS/HANCOCK
 BH2932  USGS QUAD   -  MILLARD (1986)
 BH2932
 BH2932                         *CURRENT SURVEY CONTROL
 BH2932  ___________________________________________________________________
 BH2932* NAD 83(1993)-  30 38 13.26841(N)    089 32 20.86453(W)     ADJUSTED  
 BH2932* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 BH2932  ___________________________________________________________________
 BH2932  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BH2932  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BH2932  HORZ ORDER  -  SECOND
 BH2932
 BH2932.The horizontal coordinates were established by classical geodetic methods
 BH2932.and adjusted by the National Geodetic Survey in May 1994.
 BH2932
 BH2932.The orthometric height was scaled from a topographic map.
 BH2932
 BH2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2932
 BH2932.The geoid height was determined by GEOID03.
 BH2932
 BH2932;                    North         East     Units Scale Factor Converg.
 BH2932;SPC MS E     -   126,248.733   232,342.087   MT  1.00000645   -0 21 34.9
 BH2932;SPC MS E     -   414,201.05    762,275.66   sFT  1.00000645   -0 21 34.9
 BH2932;UTM  16      - 3,392,124.643   256,647.488   MT  1.00033061   -1 17 40.5
 BH2932
 BH2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2932!SPC MS E     -   0.99999341  x   1.00000645  =   0.99999986
 BH2932!UTM  16      -   0.99999341  x   1.00033061  =   1.00032402
 BH2932
 BH2932:                Primary Azimuth Mark                     Grid Az
 BH2932:SPC MS E     -  CAESAR AZ MK                             052 17 21.2
 BH2932:UTM  16      -  CAESAR AZ MK                             053 13 26.8
 BH2932
 BH2932|---------------------------------------------------------------------|
 BH2932| PID    Reference Object                     Distance      Geod. Az  |
 BH2932|                                                           dddmmss.s |
 BH2932| DD7634 CAESAR AZ MK                                       0515546.3 |
 BH2932| DD7635 CAESAR RM 1                          39.676 METERS 07908     |
 BH2932| DD7636 CAESAR RM 2                          37.874 METERS 18227     |
 BH2932|---------------------------------------------------------------------|
 BH2932
 BH2932                          SUPERSEDED SURVEY CONTROL
 BH2932
 BH2932  NAD 83(1986)-  30 38 13.28294(N)    089 32 20.86044(W) AD(       ) 2
 BH2932  NAD 27      -  30 38 12.59800(N)    089 32 20.64000(W) AD(       ) 2
 BH2932
 BH2932.Superseded values are not recommended for survey control.
 BH2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2932.See file dsdata.txt to determine how the superseded data were derived.
 BH2932
 BH2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5664792125(NAD 83)
 BH2932_MARKER: DS = TRIANGULATION STATION DISK
 BH2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2932+STABILITY: SURFACE MOTION
 BH2932
 BH2932  HISTORY     - Date     Condition        Report By
 BH2932  HISTORY     - 1943     MONUMENTED       CGS
 BH2932  HISTORY     - 1959     GOOD             CGS
 BH2932  HISTORY     - 1972     GOOD             MSHD
 BH2932  HISTORY     - 1980     GOOD             MSSU
 BH2932
 BH2932                          STATION DESCRIPTION
 BH2932
 BH2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2932'STATION IS LOCATED ABOUT 6.5 MILES E BY N OF CARRIERE AND 3.5 MILES N
 BH2932'OF CAESAR.  THE MARK
 BH2932'IS SET ON THE HIGHEST GROUND OF AN OPEN CLEARING
 BH2932'ABOUT 0.05 MILE NNE OF THE GRADED
 BH2932'DIRT ROAD AT THE W END OF
 BH2932'AN OLD RAILROAD CUT.  A LONE PINE TREE WITH A
 BH2932'TRIANGULAR BLAZE
 BH2932'MARKS THE STATION SITE.  THE DISK IS 8.0 FEET W OF A STANDARD
 BH2932'REFERENCE
 BH2932'POST AND IS STAMPED CAESAR 1943.
 BH2932'
 BH2932'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH2932'BRONZE DISKS SET
 BH2932'IN CONCRETE.
 BH2932'
 BH2932'REFERENCE MARK NO. 1 IS 130.17 FEET ENE OF THE STATION AND
 BH2932'69 FEET NE OF THE
 BH2932'CENTER LINE OF THE GRADED DIRT ROAD.  THE DISK
 BH2932'IS STAMPED CAESAR NO. 1 1943.
 BH2932'
 BH2932'REFERENCE MARK NO. 2 IS 124.26 FEET S OF THE STATION AND 60
 BH2932'FEET NE OF THE
 BH2932'CENTER LINE OF THE GRADED DIRT ROAD.  THE DISK IS
 BH2932'STAMPED CAESAR NO. 2 1943.
 BH2932'
 BH2932'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NE OF THE STATION,
 BH2932'32 FEET SE OF THE
 BH2932'CENTER LINE OF THE GRADED DIRT ROAD, AND 2.9
 BH2932'FEET SW OF A STANDARD REFERENCE
 BH2932'POST.  THE DISK IS STAMPED
 BH2932'CAESAR 1943.
 BH2932'
 BH2932'TO REACH THE STATION FROM THE POST OFFICE IN POPLARVILLE GO
 BH2932'S ON U.S. HIGHWAY
 BH2932'11 FOR 0.55 MILE, CONTINUE STRAIGHT AHEAD ON THE
 BH2932'LEFT FORK (PAVED) LEAVING U.S.
 BH2932'HIGHWAY 11 FOR 5.3 MILES TO THE END
 BH2932'OF THE PAVEMENT, CONTINUE ON A GRAVELED ROAD FOR
 BH2932'2.1 MILES TO A
 BH2932'FORKS AT THE SAVANNAH SERVICE STATION, THEN TAKE THE LEFT FORK SE
 BH2932'AND S FOR 3.0
 BH2932'MILES TO A SIDE ROAD RIGHT AT FOUR MAIL BOXES, THEN
 BH2932'TURN RIGHT FOR 0.7 MILE TO A
 BH2932'DIRT ROAD LEFT, JOG LEFT FOR 0.1 MILE
 BH2932'THEN TURN RIGHT ON A GRAVELED ROAD FOR 1.95
 BH2932'MILES TO A FORKS, TAKE
 BH2932'THE RIGHT FORK FOR 2.1 MILES TO A CROSS ROAD, TURN LEFT ON A
 BH2932'GRADED DIRT
 BH2932'ROAD FOR 1.55 MILES TO JESSIE PEARSONS HOME ON THE
 BH2932'RIGHT AT THE TOP OF A GRADE,
 BH2932'THEN CONTINUE AHEAD FOR 0.6 MILE TO
 BH2932'THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BH2932'STRAIGHT AHEAD FOR 0.2 MILE
 BH2932'TO A PILE OF POLES ON THE RIGHT, TURN INTO THE FIELD JUST
 BH2932'BEFORE
 BH2932'REACHING AN OLD RAILROAD CUT AND GO AROUND THE POLES FOR 0.05 MILE
 BH2932'TO THE
 BH2932'TRIANGULAR-BLAZED TREE AND STATION.
 BH2932'
 BH2932'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2932
 BH2932                          STATION RECOVERY (1959)
 BH2932
 BH2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2932'THE STATION WAS VISITED 3-20-59 AND ALL THE MARKS WERE FOUND IN GOOD
 BH2932'CONDITION.  A NEW DESCRIPTION
 BH2932'FOLLOWS-
 BH2932'
 BH2932'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-NORTHEAST OF CARRIERE, 11
 BH2932'MILES NORTHEAST OF PICAYUNE, 3.5
 BH2932'MILES NORTH OF THE COMMUNITY OF CAESAR, IN THE EXTREME NORTHWEST
 BH2932'CORNER OF HANCOCK COUNTY, ON A HIGH
 BH2932'RIDGE JUST SOUTH OF A TUNG ORCHARD.  IT IS 132 FEET
 BH2932'NORTHWEST OF A GRAVELED ROAD WHICH WAS FORMERLY THE
 BH2932'BED FOR A RAILROAD TRACK, 132 SOUTH
 BH2932'OF THE SOUTH FENCE LINE OF A TUNG ORCHARD AND 1 FOOT EAST OF A METAL
 BH2932'WITNESS POST BEARING A WHITE SIGN.  IT
 BH2932'IS A STANDARD DISK, STAMPED CAESAR 1943, PROJECTING 4 INCHES.
 BH2932'
 BH2932'REFERENCE MARK NO. 1 IS 130.17 FEET EAST-SOUTHEAST OF THE STATION, 69
 BH2932'FEET NORTH OF THE CENTER OF
 BH2932'THE ROAD, AND 108 FEET SOUTH-SOUTHEAST OF A FENCE LINE.  IT IS A
 BH2932'STANDARD DISK, STAMPED CAESAR NO 1
 BH2932'1943, PROJECTING 4 INCHES.
 BH2932'
 BH2932'REFERENCE MARK NO. 2 IS 124.26 FEET SOUTH OF THE STATION, 41 FEET
 BH2932'NORTH-NORTHWEST OF THE CENTER
 BH2932'OF THE GRAVELED ROAD AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 BH2932'IT IS A STANDARD DISK, STAMPED
 BH2932'CAESAR NO 2 1943, PROJECTING 6 INCHES.
 BH2932'
 BH2932'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION, 32 FEET EAST
 BH2932'OF THE CENTER OF THE
 BH2932'GRAVLEED ROAD, 15 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 69 PACES
 BH2932'NORTH EAST OF A FENCE CORNER, IN A
 BH2932'CULTIVATED FIELD AND 1 FOOT NORTH OF A METAL WITNESS POST
 BH2932'BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BH2932'STAMPED, CAESAR 1943, PROJECTING 4 INCHES.
 BH2932'
 BH2932'TO REACH THE STATION FROM THE SOUTHERN RAILROAD STATION IN CARRIERE
 BH2932'GO EAST FOR 5.95 MILE TO A T
 BH2932'INTERSECTION, TURN LEFT AND GO NORTHEAST FOR 0.75 MILE TO A FORK,
 BH2932'TAKE RIGHT FORK AND GO NORTHEAST
 BH2932'FOR 0.55 MILE TO THE STATION ON THE LEFT.  CONTINUE
 BH2932'NORTHEAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BH2932'RIGHT.
 BH2932
 BH2932                          STATION RECOVERY (1972)
 BH2932
 BH2932'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2932'THE STATION WAS VISITED 5-29-72 AND THE STATION MARK RM NO 1, RM NO
 BH2932'2, AND THE AZIMUTH
 BH2932'MARK WERE FOUND IN GOOD CONDITION.
 BH2932'
 BH2932'THE STATION IS LOCATED 6.3 MILES EAST-SOUTHEAST OF MCNEILL, 11.3
 BH2932'MILES NORTHEAST OF
 BH2932'PICAYUNE, 3.7 MILES NORTH OF THE COMMUNITY OF CAESAR IN THE
 BH2932'SOUTHWEST 1/4 OF SECTION 6, T
 BH2932'5S, R 15W.  IT IS 132 FEET NORTHWEST OF THE CENTER
 BH2932'OF A GRAVELED ROAD, 132 FEET SOUTH OF A FENCE,
 BH2932'22.5 FEET EAST OF A 7 INCH
 BH2932'PERSIMMON, 18 FEET EAST-SOUTHEAST OF A 10 INCH PINE, 35 FEET
 BH2932'SOUTHEAST OF A 12 INCH
 BH2932'PINE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 BH2932'
 BH2932'IT IS A TRIANGULATION DISK, STAMPED CAESAR 1943 PROJECTING 4 INCHES.
 BH2932'
 BH2932'REFERENCE MARK NO 1 IS 130.17 FEET EAST-SOUTHEAST OF THE STATION.  IT
 BH2932'IS 66 FEET NORTHWEST
 BH2932'OF THE CENTER OF A GRAVELED ROAD, 108 FEET SOUTH-SOUTHEAST
 BH2932'OF A FENCE, 13 FEET NORTHEAST OF A
 BH2932'14 INCH PINE, AND 1 FOOT NORTHWEST OF A
 BH2932'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BH2932'STAMPED CAESAR NO 1 1943
 BH2932'PROJECTING 2 INCHES.
 BH2932'
 BH2932'REFERENCE MARK NO 2 IS 124.26 FEET SOUTH OF THE STATION.  IT IS 41
 BH2932'FEET NORTHWEST OF
 BH2932'THE CENTER OF A GRAVELED ROAD, 27.5 FEET SOUTHEAST OF A 12 INCH
 BH2932'PINE, 50 FEET NORTHEAST OF A 7
 BH2932'INCH PERSIMMON AND 1.5 FEET NORTHWEST OF A METAL
 BH2932'WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BH2932'STAMPED CAESAR NO 2 1943 PROJECTING
 BH2932'4 INCHES.
 BH2932'
 BH2932'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 BH2932'13.5 FEET EAST OF A
 BH2932'FENCE, 12 FEET EAST OF A 7 INCH OAK, AND 1 FOOT NORTH OF A METAL
 BH2932'WITNESS POST. SONE
 BH2932'CLEARING WILL BE REQUIRED FOR THE STATION TO BE
 BH2932'VISIBLE.  IT IS AN AZIMUTH MARK DISK,
 BH2932'STAMPED CAESAR 1943 PROJECTING 1 INCH.
 BH2932'
 BH2932'TO REACH THE STATION FROM THE BRIDGE OVER I-59 AT THE MCNEILL
 BH2932'INTERCHANGE GO EAST ON
 BH2932'A BLACK TOP ROAD FOR 2 MILES TO A T INTERSECTION.  TURN LEFT AND
 BH2932'GO NORTH AND EAST ON A
 BH2932'GRAVELED ROAD FOR 1.75 MILES TO A CROSSROAD.  TURN RIGHT
 BH2932'AND GO SOUTH ON A GRAVELED ROAD FOR 2.2
 BH2932'MILES TO THE AZIMUTH ON THE LEFT.
 BH2932'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.2 MILES TO THE
 BH2932'STATION ON THE RIGHT.
 BH2932'
 BH2932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.3 MILES
 BH2932'EAST-SOUTHEAST OF MCNEILL
 BH2932
 BH2932                          STATION RECOVERY (1980)
 BH2932
 BH2932'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2932'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 BH2932'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1797 ***********************************************************************
 DJ1797  CBN         -  This is a Cooperative Base Network Control Station.
 DJ1797  DESIGNATION -  CALEDONIA
 DJ1797  PID         -  DJ1797
 DJ1797  STATE/COUNTY-  MS/LOWNDES
 DJ1797  USGS QUAD   -  CALEDONIA (1987)
 DJ1797
 DJ1797                         *CURRENT SURVEY CONTROL
 DJ1797  ___________________________________________________________________
 DJ1797* NAD 83(2007)-  33 41 43.11953(N)    088 19 23.88441(W)     ADJUSTED  
 DJ1797* NAVD 88     -        89.8    (meters)     295.     (feet)  GPS OBS   
 DJ1797  ___________________________________________________________________
 DJ1797  EPOCH DATE  -        2002.00
 DJ1797  X           -     155,431.640 (meters)                     COMP
 DJ1797  Y           -  -5,309,859.348 (meters)                     COMP
 DJ1797  Z           -   3,518,412.670 (meters)                     COMP
 DJ1797  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DJ1797  ELLIP HEIGHT-          61.959 (meters)          (02/10/07) ADJUSTED
 DJ1797  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ1797
 DJ1797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1797  Type    PID    Designation                      North   East  Ellip
 DJ1797  -------------------------------------------------------------------
 DJ1797  NETWORK DJ1797 CALEDONIA                         0.98   0.98   3.88
 DJ1797  -------------------------------------------------------------------
 DJ1797
 DJ1797.The horizontal coordinates were established by GPS observations
 DJ1797.and adjusted by the National Geodetic Survey in February 2007.
 DJ1797
 DJ1797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1797.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1797.The epoch date for horizontal control is a decimal equivalence
 DJ1797.of Year/Month/Day.
 DJ1797
 DJ1797.The orthometric height was determined by GPS observations and a
 DJ1797.high-resolution geoid model.
 DJ1797
 DJ1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1797
 DJ1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1797
 DJ1797.The ellipsoidal height was determined by GPS observations
 DJ1797.and is referenced to NAD 83.
 DJ1797
 DJ1797.The geoid height was determined by GEOID03.
 DJ1797
 DJ1797;                    North         East     Units Scale Factor Converg.
 DJ1797;SPC MS E     -   465,269.670   347,284.650   MT  0.99997755   +0 16 58.7
 DJ1797;SPC MS E     - 1,526,472.24  1,139,383.06   sFT  0.99997755   +0 16 58.7
 DJ1797;SPC AL W     -   410,028.974   523,673.076   MT  1.00000513   -0 27 24.4
 DJ1797;UTM  16      - 3,729,159.301   377,357.192   MT  0.99978543   -0 44 03.2
 DJ1797
 DJ1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1797!SPC MS E     -   0.99999027  x   0.99997755  =   0.99996782
 DJ1797!SPC AL W     -   0.99999027  x   1.00000513  =   0.99999540
 DJ1797!UTM  16      -   0.99999027  x   0.99978543  =   0.99977571
 DJ1797
 DJ1797|---------------------------------------------------------------------|
 DJ1797| PID    Reference Object                     Distance      Geod. Az  |
 DJ1797|                                                           dddmmss.s |
 DJ1797| AI4281 CALEDONIA RM 3                       20.725 METERS 04910     |
 DJ1797| AI4279 CALEDONIA RM 1                       32.433 METERS 05957     |
 DJ1797| CG1247 CALEDONIA AZ MK                                    0622612.5 |
 DJ1797| AI4280 CALEDONIA RM 2                       25.280 METERS 16401     |
 DJ1797|---------------------------------------------------------------------|
 DJ1797
 DJ1797                          SUPERSEDED SURVEY CONTROL
 DJ1797
 DJ1797  ELLIP H (04/15/02)   61.954  (m)                       GP(       ) 4 2
 DJ1797  NAD 83(1993)-  33 41 43.11940(N)    088 19 23.88432(W) AD(       ) B
 DJ1797  ELLIP H (02/15/02)   61.951  (m)                       GP(       ) 4 1
 DJ1797  NAD 83(1993)-  33 41 43.12399(N)    088 19 23.87804(W) AD(       ) 3
 DJ1797  NAD 83(1993)-  33 41 43.12530(N)    088 19 23.87833(W) AD(       ) 3
 DJ1797  NAD 83(1986)-  33 41 43.13011(N)    088 19 23.87840(W) AD(       ) 3
 DJ1797  NAD 27      -  33 41 42.72600(N)    088 19 23.74000(W) AD(       ) 3
 DJ1797
 DJ1797.Superseded values are not recommended for survey control.
 DJ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1797.See file dsdata.txt to determine how the superseded data were derived.
 DJ1797
 DJ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7735729159(NAD 83)
 DJ1797_MARKER: DS = TRIANGULATION STATION DISK
 DJ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1797_STAMPING: CALEDONIA 1950
 DJ1797_MARK LOGO: CGS   
 DJ1797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1797+STABILITY: SURFACE MOTION
 DJ1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1797+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DJ1797
 DJ1797  HISTORY     - Date     Condition        Report By
 DJ1797  HISTORY     - 1950     MONUMENTED       CGS
 DJ1797  HISTORY     - 1963     GOOD             MSHD
 DJ1797  HISTORY     - 1963     GOOD             CGS
 DJ1797  HISTORY     - 1982     GOOD             MSU
 DJ1797  HISTORY     - 20000701 GOOD             NGS
 DJ1797  HISTORY     - 20031130 MARK NOT FOUND   INDIV
 DJ1797  HISTORY     - 20070815 GOOD             TVA
 DJ1797
 DJ1797                          STATION DESCRIPTION
 DJ1797
 DJ1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1797'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF CALEDONIA IN THE
 DJ1797'SOUTHWEST CORNER OF A CULTIVATED FIELD, PROPERTY OF MR. T. CLARK
 DJ1797'HONNELL.  IT IS 79 FEET NORTH OF A WITNESS POST, 41 FEET NORTH OF
 DJ1797'THE APPROXIMATE CENTER OF THE WOLF ROAD, AND 32 FEET EAST OF THE
 DJ1797'APPROXIMATE CENTER OF A LANE LEADING TO MR. HONNELLS HOME.  THE
 DJ1797'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CALEDONIA 1950.
 DJ1797'
 DJ1797'TO REACH THE STATION FROM THE EAST END OF THE MAIN STREET IN
 DJ1797'CALEDONIA, GO NORTH ON WOLF ROAD FOR 0.8 MILE TO WHERE THE ROAD
 DJ1797'MAKES A SHARP TURN TO THE EAST AND THE STATION ON THE LEFT.
 DJ1797'
 DJ1797'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 DJ1797'WOLF ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DJ1797'CALEDONIA NO 1 1950.
 DJ1797'
 DJ1797'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 DJ1797'OF WOLF ROAD AND 4 FEET SOUTHWEST OF THE WITNESS POST.  THE MARK
 DJ1797'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CALEDONIA NO
 DJ1797'2 1950.
 DJ1797'
 DJ1797'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 DJ1797'WOLF ROAD, 19 FEET WEST OF A FENCE CORNER , AND 4 FEET WEST OF A
 DJ1797'WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DJ1797'CALEDONIA 1950.
 DJ1797'
 DJ1797'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE CYLINDER
 DJ1797'POSTS.
 DJ1797'
 DJ1797'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1797
 DJ1797                          STATION RECOVERY (1963)
 DJ1797
 DJ1797'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1797'THE STATION WAS VISITED 3-1963 AND THE STATION, RM 2 AND AZIMUTH
 DJ1797'MARK WERE FOUND IN GOOD CONDITION.  THE RM 1 HAD BEEN DESTROYED BY
 DJ1797'ROAD CONSTRUCTION.
 DJ1797'
 DJ1797'AZIMUTH MARK IS 79 FEET NORTH OF THE NORTHEAST CORNER OF A BARN,
 DJ1797'36 FEET EAST OF A 10-INCH CHERRY TREE, 33 FEET SOUTH OF THE
 DJ1797'CENTER OF THE BLACK TOP ROAD, 14 FEET WEST OF A TWIN 6 INCH GUM
 DJ1797'TREE AND ABOUT 200 FEET WEST OF A T ROAD LEADING NORTH.
 DJ1797'
 DJ1797'RM NO 3 WAS SET 87 FEET NORTHWEST OF A POWER LINE POLE WITH A
 DJ1797'TRANSFORMER, 85 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD,
 DJ1797'40 FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD.
 DJ1797'
 DJ1797'NOTE- THE DISTANCE BETWEEN THE STATION AND RM NO 3 IS 68.00 FEET
 DJ1797'OR 20.725 METERS.
 DJ1797'
 DJ1797'DISTANCE BETWEEN RM NO 2 AND RM NO 3 IS 127.45 FEET.
 DJ1797'
 DJ1797'DISTANCE BETWEEN THE STATION AND RM NO 2 IS 82.94 FEET.
 DJ1797'
 DJ1797'RM NO 3 IS SET IN A 12-INCH ROUND CONCRETE POST, THE DISK IS
 DJ1797'STAMPED CALEDONIA NO 3 1950.
 DJ1797'
 DJ1797'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTHEAST.
 DJ1797
 DJ1797                          STATION RECOVERY (1963)
 DJ1797
 DJ1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1797'THE STATION WAS VISITED 4-23-63 AND THE STATION MARK, AZIMUTH MARK
 DJ1797'AND REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  REFERENCE
 DJ1797'MARK NO. 1 WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED AT THIS
 DJ1797'DATE.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE
 DJ1797'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A DENSE GROWTH OF
 DJ1797'TREES.  A NEW DESCRIPTION FOLLOWS-
 DJ1797'
 DJ1797'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF CALEDONIA, WHERE
 DJ1797'THE ROAD MAKES A SHARP TURN TO THE RIGHT, EAST, AT THE OUTSIDE
 DJ1797'OF A CURVE, AND AT THE SOUTHWEST POINT OF A TRIANGULAR PLOT
 DJ1797'OF GROUND ABOUT 500 FEET ON A SIDE AND MADE BY THE INTERSECTION
 DJ1797'OF ROADS.  IT IS 130 FEET WEST OF A POWER POLE WITH A TRANSFORMER
 DJ1797'AND LINES LEADING IN THREE DIRECTIONS, 115 FEET NORTHEAST OF A
 DJ1797'POWER LINE POLE SUPPORTING WIRES LEADING TO A FARM HOUSE, 95
 DJ1797'FEET NORTH OF THE JUNCTION OF ROADS, 41 FEET WEST OF THE
 DJ1797'CENTERLINE OF THE BLACK TOP ROAD, 33 FEET EAST OF THE CENTER
 DJ1797'OF A GRAVELED ROAD, AND 1 FOOT NORTHWEST OF A METAL WITNESS
 DJ1797'POST.  IT IS A STANDARD DISK STAMPED CALEDONIA 1950, FLUSH
 DJ1797'WITH THE SURFACE OF THE GROUND.
 DJ1797'
 DJ1797'REFERENCE MARK NO. 2 IS 82.94 FEET SOUTH OF THE STATION, 138.5 FEET
 DJ1797'WEST OF A POWER POLE WITH A TRANSFORMER, 82 FEET EAST OF A POWER
 DJ1797'LINE POLE, 43 FEET EAST OF THE JUNCTION OF THE ROADS, 1 FOOT EAST
 DJ1797'OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED CALEDONIA
 DJ1797'NO 2 1950, FLUSH WITH THE GROUND.
 DJ1797'
 DJ1797'REFERENCE MARK NO. 3 IS 68.00 FEET EAST OF THE STATION, 87 FEET
 DJ1797'NORTHWEST OF THE POWER POLE WITH A TRANSFORMER, 85 FEET EAST OF
 DJ1797'THE CENTER OF A GRAVELED ROAD, 40 FEET NORTHWEST OF A BLACK
 DJ1797'TOP ROAD, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS
 DJ1797'A STANDARD DISK, STAMPED CALEDONIA NO 3 1950, PROJECTING 4
 DJ1797'INCHES.
 DJ1797'
 DJ1797'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 127.45 FEET.
 DJ1797'
 DJ1797'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION, ABOUT
 DJ1797'75 YARDS WEST OF THE JUNCTION OF AN EAST-WEST BLACK TOP ROAD
 DJ1797'AND A ROAD LEADING NORTH, 33 FEET SOUTH OF THE CENTER OF THE
 DJ1797'BLACK TOP ROAD, 79 FEET NORTH OF THE NORTHEAST CORNER OF A BARN
 DJ1797'IN A FIELD, 36 FEET EAST OF A 10-INCH CHERRY TREE, 14 FEET WEST
 DJ1797'OF A TWIN 6-INCH GUM TREE, AND 1 FOOT SOUTH OF A METAL WITNESS
 DJ1797'POST.  IT IS A STANDARD DISK STAMPED CALEDONIA 1950 FLUSH WITH
 DJ1797'THE GROUND.
 DJ1797'
 DJ1797'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA GO EAST
 DJ1797'FOR 0.1 MILE, TURN LEFT, NORTH, JUST EAST OF THE CALEDONIA
 DJ1797'METHODIST CHURCH, AND GO NORTHERLY FOR 0.8 MILE TO THE STATION ON
 DJ1797'THE LEFT AT THE OUTSIDE OF A LONG CURVE, WHERE THE ROAD TURNS
 DJ1797'EAST.  CONTINUE EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 DJ1797'RIGHT JUST BEFORE REACHING THE SIDEROAD LEADING NORTH AND THE
 DJ1797'HOUSE ON THE RIGHT.
 DJ1797
 DJ1797                          STATION RECOVERY (1982)
 DJ1797
 DJ1797'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1982 (RB)
 DJ1797'THE STATION WAS VISITED 11-26-82.  THE STATION MARK, AZIMUTH MARK,
 DJ1797'AND REFERENCE MARK NO 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 DJ1797'NO 2 WAS FOUND UPROOTED AND WAS PLACED IN A DUG HOLE, EARTH TAMPERED
 DJ1797'AROUND IT, AND THE DISK RESTAMPED AS REFERRENCE MARK NO 4.  A NEW
 DJ1797'DESCSRIPTION FOLLOWS.
 DJ1797'
 DJ1797'THE STATION IS LOCATED 0.8 MILE NORTH OF CALEDONIA, NEAR THE NORTH
 DJ1797'1/4 CORNER OF SECTION 9, T16S, R17W, ON THE OUTSIDE OF A RIGHT CURVE
 DJ1797'IN WOLF ROAD, IN A SOYBEAN FIELD OF BOBBY SMITH, ROUTE 1, CALEDONIA,
 DJ1797'MS, 39740 (PHONE (601) 356-6203).  IT IS 131 FEET WEST OF A POWER
 DJ1797'POLE WITH TRANSFORMER, 58 FEET SSE OF EAST END OF 18-INCH METAL
 DJ1797'CULVERT, 46 FEET NW OF WOLF ROAD, 34 FEET EAST OF GRAVEL ROAD AND 0.9
 DJ1797'FOOT NW OF METAL WITNESS POST.  THE SURFACE MARK IS A STANDARD DISK
 DJ1797'STAMPED---CALEDONIA 1950---SET IN A ROUND CONCRETE MONUMENT 6 INCHES
 DJ1797'BELOW GROUND SURFACE.
 DJ1797'
 DJ1797'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED---CALEDONIA NO 3
 DJ1797'1963---SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 88
 DJ1797'FEET NW OF THE POWER POLE, 86 FEET EAST OF GRAVEL ROAD, 73 FEET EAST
 DJ1797'OF THE EAST END OF 18-INCH CMP, 40 FEET NW OF WOLF ROAD, AND 1.2 FEET
 DJ1797'SW OF A METAL WITNESS POST.
 DJ1797'
 DJ1797'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED---CALEDONIA NO 4
 DJ1797'1982--SET IN A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND, 127.7
 DJ1797'FEET NE OF THE NE CORNER OF JOE BROCK BLOCK HOUSE, 29 FEET SOUTH OF
 DJ1797'CRETE MYRTLE BUSH, 27 FEET SE OF 15-INCH PINE, 26 FEET WEST OF WOLF
 DJ1797'ROAD, 19.6 FEET SOUTH OF PHONE JUNCTION BOX, 10 FEET SE OF DRIVE AND
 DJ1797'7.3 FEET NORTH OF A 10-INCH SQUARE CONCRETE POST PROJECTING 2 FEET.
 DJ1797'
 DJ1797'AZIMUTH MARK IS A STANDARD DISK STAMPED--CALEDONIA 1950---SET IN A
 DJ1797'ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 266 FEET WSW OF T-RD-N, 37
 DJ1797'FEET SW OF DRIVE AT CULVERT, 34 FEET SSE OF WOLF ROAD, 15 FEET WSW OF
 DJ1797'TWIN 12-INCH GUM AND 1.1 FEET SOUTH OF MWP SET IN FENCE LINE.
 DJ1797'
 DJ1797'TO REACH FROM EAST END OF MAIN STREET IN CALEDONIA, GO NORTH ON WOLF
 DJ1797'ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT AT THE BEGINNING OF A
 DJ1797'LONG CURVE TO THE RIGHT, CONTINUE NE ON WOLF ROAD FOR 0.4 MILE TO THE
 DJ1797'AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING A T-RD-N AND A HOUSE
 DJ1797'ON THE RIGHT.
 DJ1797
 DJ1797                          STATION RECOVERY (2000)
 DJ1797
 DJ1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1797'AMENDED DESCRIPTION.  THE STATION IS ABOUT 15 MI (24.1 KM) NORTH OF
 DJ1797'COLUMBUS, MS, AND 0.8 MI (1.3 KM) NORTH OF CALEDONIA.  TO REACH THE
 DJ1797'STATION FROM THE INTERSECTION OF MAIN ST. AND WOLF RD. NEAR THE EAST
 DJ1797'SIDE OF DOWNTOWN CALEDONIA, DRIVE NORTH ON WOLF ROAD FOR 0.8 MI (1.3
 DJ1797'KM) TO THE STATION AHEAD, JUST BEFORE ENTERING A LONG CURVE TO THE
 DJ1797'RIGHT (EAST).  THE STATION IS OFF THE PAVEMENT NORTHWARD IN THE ACUTE
 DJ1797'ANGLE FORMED WHERE WOLF RD BEGINS THAT LONG EASTWARD TURN AND A SMALL
 DJ1797'PAVED CONNECTOR CONTINUES ALONG A TANGENT TOWARD A T INTERSECTION WITH
 DJ1797'MARTIN RD. AND A BRICK HOUSE.  IT IS 14.5 FT (4.4 M) WNW OF A POWER
 DJ1797'POLE WITH A TRANSFORMER, 58 FT (17.7 M) SSE OF THE EAST END OF A METAL
 DJ1797'CULVERT, 44 FT (13.4 M) NW OF THE CENTERLINE OF WOLF ROAD, AND 34 FT
 DJ1797'(10.4 M) EAST OF THE PAVED CONNECTOR.  AT THIS TIME, THE MARK WAS
 DJ1797'BURIED ABOUT 1 FT.
 DJ1797
 DJ1797                          STATION RECOVERY (2003)
 DJ1797
 DJ1797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WES)
 DJ1797'MARK NOT FOUND, DESCRIPTION IS ADEQUATE. BECAUSE OF HEAVY FARMING IS
 DJ1797' 
 DJ1797'DONE IN THIS AREA, LOCATION MARKS NEED TO EXTEND ABOVE THE GROUND.
 DJ1797
 DJ1797                          STATION RECOVERY (2007)
 DJ1797
 DJ1797'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2007 (MWN)
 DJ1797'MARK WAS FOUND BUT FORMERLY REFERENCED METAL WITNESS POST WAS
 DJ1797'DESTROYED. MARK IS APPROXIMAITELY 8 INCHES UNDERGROUND AND IS LOCATED
 DJ1797'N80W (MAGNETIC) 15.15' FEET (4.61 METERS) FROM A WOOD POWER POLE.
 DJ1797'     STATION IS IN THE TRIANGULAR FIELD AREA FORMED FROM THE
 DJ1797'INTERSECTION OF WOLF ROAD, MARTIN ROAD AND FLINT HILL ROAD.
 DJ1797'     STATION IS LOCATED NORTH 0.7 MILES FROM THE INTERSECTION OF WOLF
 DJ1797'ROAD AND COULTER STREET AND ALSO SOUTH WEST 0.09 MILES FROM THE
 DJ1797'INTERSECTION OF MARTIN ROAD AND WOLF ROAD.
 DJ1797' 
 DJ1797' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1946 ***********************************************************************
 DJ1946  DESIGNATION -  CALHOUN CITY HWY DEPT MW
 DJ1946  PID         -  DJ1946
 DJ1946  STATE/COUNTY-  MS/CALHOUN
 DJ1946  USGS QUAD   -  BRUCE (1983)
 DJ1946
 DJ1946                         *CURRENT SURVEY CONTROL
 DJ1946  ___________________________________________________________________
 DJ1946* NAD 83(1993)-  33 54 13.73195(N)    089 22 28.93263(W)     NO CHECK  
 DJ1946* NAVD 88     -              **(meters)            **(feet)            
 DJ1946  ___________________________________________________________________
 DJ1946  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DJ1946  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DJ1946  HORZ ORDER  -  THIRD
 DJ1946
 DJ1946.The horizontal coordinates were established by classical geodetic methods
 DJ1946.and adjusted by the National Geodetic Survey in May 1994.
 DJ1946.No horizontal observational check was made to the station.
 DJ1946
 DJ1946
 DJ1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1946
 DJ1946.The geoid height was determined by GEOID03.
 DJ1946
 DJ1946;                    North         East     Units Scale Factor Converg.
 DJ1946;SPC MS E     -   488,410.646   249,931.551   MT  0.99998089   -0 18 07.1
 DJ1946;SPC MS E     - 1,602,393.93    819,983.76   sFT  0.99998089   -0 18 07.1
 DJ1946;UTM  16      - 3,754,030.162   280,430.479   MT  1.00019436   -1 19 30.5
 DJ1946
 DJ1946                          SUPERSEDED SURVEY CONTROL
 DJ1946
 DJ1946  NAD 83(1986)-  33 54 13.74429(N)    089 22 28.92850(W) AD(       ) 4
 DJ1946  NAD 27      -  33 54 13.33838(N)    089 22 28.66160(W) AD(       ) 3
 DJ1946
 DJ1946.Superseded values are not recommended for survey control.
 DJ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1946.See file dsdata.txt to determine how the superseded data were derived.
 DJ1946
 DJ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8043054030(NAD 83)
 DJ1946_MARKER: 44 = MICROWAVE MAST
 DJ1946
 DJ1946  HISTORY     - Date     Condition        Report By
 DJ1946  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1946
 DJ1946                          STATION DESCRIPTION
 DJ1946
 DJ1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1946'THE STATION IS THE CENTER OF THE BASE OF THE CALHOUN CITY,
 DJ1946'MISSISSIPPI STATE HIGHWAY DEPARTMENT OF MOTOR VEHICLES MICROWAVE
 DJ1946'MAST THAT IS LOCATED ABOUT 5 MILES NORTHWEST OF CALHOUN CITY,
 DJ1946'4 MILES SOUTHWEST OF PITTSBORO, 4 MILES NORTH-NORTHEAST OF BIG
 DJ1946'CREEK AND ON THE HIGHEST RIDGE IN THE AREA.  THE MAST IS
 DJ1946'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 DJ1946'WHITE WITH FOUR DISH SHAPED ANTENNAS LOCATED NEAR THE TOP.  IT IS
 DJ1946'200 FEET IN HEIGHT.
 DJ1946'
 DJ1946'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DJ1946'GAULEY 1970 WITH THE DISTANCE BEING 271.64 FEET OR (82.796
 DJ1946'METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1865 ***********************************************************************
 DK1865  DESIGNATION -  CALLAO
 DK1865  PID         -  DK1865
 DK1865  STATE/COUNTY-  MS/HUMPHREYS
 DK1865  USGS QUAD   -  MIDNIGHT NW (1965)
 DK1865
 DK1865                         *CURRENT SURVEY CONTROL
 DK1865  ___________________________________________________________________
 DK1865* NAD 83(1993)-  33 11 02.68989(N)    090 40 30.73590(W)     ADJUSTED  
 DK1865* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 DK1865  ___________________________________________________________________
 DK1865  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DK1865  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK1865  HORZ ORDER  -  SECOND
 DK1865
 DK1865.The horizontal coordinates were established by classical geodetic methods
 DK1865.and adjusted by the National Geodetic Survey in May 1994.
 DK1865
 DK1865.The orthometric height was scaled from a topographic map.
 DK1865
 DK1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1865
 DK1865.The geoid height was determined by GEOID03.
 DK1865
 DK1865;                    North         East     Units Scale Factor Converg.
 DK1865;SPC MS W     -   408,506.054   668,119.075   MT  0.99996253   -0 11 13.6
 DK1865;SPC MS W     - 1,340,240.28  2,191,987.33   sFT  0.99996253   -0 11 13.6
 DK1865;UTM  15      - 3,674,101.977   716,744.647   MT  1.00017925   +1 16 22.5
 DK1865
 DK1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1865!SPC MS W     -   0.99999947  x   0.99996253  =   0.99996200
 DK1865!UTM  15      -   0.99999947  x   1.00017925  =   1.00017872
 DK1865
 DK1865|---------------------------------------------------------------------|
 DK1865| PID    Reference Object                     Distance      Geod. Az  |
 DK1865|                                                           dddmmss.s |
 DK1865| CY5361 CALLAO RM 1                          33.293 METERS 19010     |
 DK1865| CY5362 CALLAO RM 2                          28.719 METERS 27417     |
 DK1865| CY5360 CALLAO AZ MK RESET                                 28702     |
 DK1865| CY5359 CALLAO AZ MK                                       2871827.7 |
 DK1865| CY5363 CALLAO RM 3                          21.150 METERS 31740     |
 DK1865|---------------------------------------------------------------------|
 DK1865
 DK1865                          SUPERSEDED SURVEY CONTROL
 DK1865
 DK1865  NAD 83(1986)-  33 11 02.70160(N)    090 40 30.73108(W) AD(       ) 2
 DK1865  NAD 27      -  33 11 02.25880(N)    090 40 30.38890(W) AD(       ) 2
 DK1865
 DK1865.Superseded values are not recommended for survey control.
 DK1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1865.See file dsdata.txt to determine how the superseded data were derived.
 DK1865
 DK1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1674574102(NAD 83)
 DK1865_MARKER: DS = TRIANGULATION STATION DISK
 DK1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1865
 DK1865  HISTORY     - Date     Condition        Report By
 DK1865  HISTORY     - 1957     MONUMENTED       CGS
 DK1865  HISTORY     - 1961     GOOD             CGS
 DK1865  HISTORY     - 1974     GOOD             NGS
 DK1865
 DK1865                          STATION DESCRIPTION
 DK1865
 DK1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1865'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE SUNFLOWER
 DK1865'RIVER, AND ABOUT 10-1/2 MILES WEST OF BELZONI, ON THE SOUTH
 DK1865'SIDE OF STATE HIGHWAY 12.  IT IS 70 FEET SOUTH OF THE CENTERLINE
 DK1865'OF STATE HIGHWAY 12, 35 FEET WEST OF A DIRT DRIVE ROAD, 17
 DK1865'FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH, 24 FEET SOUTH
 DK1865'OF THE SOUTH EDGE OF A DRAINAGE DITCH, 60 FEET SOUTHWEST
 DK1865'OF THE SOUTH END OF A WOODEN BRIDGE, AND 23 FEET SOUTHEAST OF
 DK1865'A WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH, AND THE
 DK1865'DISK IS STAMPED CALLAO 1957.
 DK1865'
 DK1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W
 DK1865'AND STATE HIGHWAY 12 AT THE NORTH EDGE OF BELZONI, GO WEST
 DK1865'ON STATE HIGHWAY 12 FOR 10.5 MILES TO A WOODEN BRIDGE ON THE
 DK1865'LEFT, AND THE STATION AS DESCRIBED.
 DK1865'
 DK1865'TO REACH THE AZUMUTH MARK FROM THE STATION, CONTINUE WEST ON
 DK1865'STATE HIGHWAY 12 FOR 0.4 MILE TO A GRAVELED ROAD ON THE RIGHT.
 DK1865'TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.1 MILE
 DK1865'TO THE AZIMUTH MARK ON THE LEFT.
 DK1865'
 DK1865'REFERENCE MARK 1 IS ON THE EAST RIM OF A DRAINAGE DITCH AND 18
 DK1865'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD.  THE MARK PROJECTS
 DK1865'2 INCHES AND THE DISK IS STAMPED CALLAO NO 1 1957.
 DK1865'
 DK1865'REFERENCE MARK 2 IS 69 FEET SOUTH OF THE CENTERLINE OF STATE
 DK1865'HIGHWAY 12, 50 FEET EAST OF A GRAVELED DRIVEWAY, AND 16 FEET
 DK1865'WEST OF THE WEST RIM OF THE DRAINAGE DITCH.  THE MARK IS FLUSH
 DK1865'AND THE DISK IS STAMPED CALLAO NO 2 1957.
 DK1865'
 DK1865'THE AZIMUTH MARK IS 1 FOOT EAST OF A FENCE CORNER, 25 FEET
 DK1865'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT NORTHEAST
 DK1865'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 DK1865'DISK IS STAMPED CALLAO 1957.
 DK1865'
 DK1865'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1865
 DK1865                          STATION RECOVERY (1961)
 DK1865
 DK1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 DK1865'THE STATION WAS VISITED 4-12-61 AND ALL MARKS WERE FOUND
 DK1865'IN GOOD CONDITION.  THE AZIMUTH MARK WAS REQUESTED MOVED DUE
 DK1865'TO ROAD CONSTRUCTION.  THE NEW AZIMUTH MARK WAS SET AWAY
 DK1865'FROM AND ON LINE WITH THE STATION AND THE 1957 AZIMUTH MARK.
 DK1865'THE DESCRIPTION FOR THE STATION MARK AND REFERENCE MARKS IS
 DK1865'ADEQUATE.  A DESCRIPTION FOR THE 1961 AZIMUTH MARK FOLLOWS--
 DK1865'
 DK1865'THE AZIMUTH MARK IS 0.5 MILE WEST-NORTHWEST OF THE STATION,
 DK1865'39 FEET WEST OF THE CENTERLINE OF A BLACK TOP COUNTY ROAD,
 DK1865'5.2 FEET NORTH OF A PROPERTY LINE FENCE, 247 FEET SOUTH OF THE
 DK1865'SOUTHEAST CORNER OF A RED BRICK HOUSE, 34 FEET EAST OF POWER
 DK1865'POLE NO. 173 AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 DK1865'IT IS A STANDARD DISK, STAMPED CALLAO 1957 RESET 1961,
 DK1865'PROJECTING 4 INCHES.
 DK1865'
 DK1865'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 DK1865'HIGHWAY 12 FOR 0.4 MILE TO A SIDE ROAD RIGHT (FIRST ROAD
 DK1865'LEADING NORTH, EAST OF THE BRIDGE OVER THE SUNFLOWER RIVER),
 DK1865'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE MARK ON THE LEFT.
 DK1865
 DK1865                          STATION RECOVERY (1974)
 DK1865
 DK1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1865'THE STATION WAS VISITED 3-27-74 AND THE STATION, AZIMUTH MARK WERE
 DK1865'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT FOUND AT THIS
 DK1865'DATE REFERENCE MARK NO. 1 WAS FOUND DISTURBED, A NEW DISTANCE AND
 DK1865'DIRECTION WAS TAKEN TO THE MARK AND THE DIRECTION FAILED TO CHECK
 DK1865'BY 00 16 22 AND THE DISTANCE FAILED TO CHECK BY 0.13 FOOT.
 DK1865'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 DK1865'DESCRIPTION FOLLOWS--
 DK1865'
 DK1865'THE STATION IS LOCATED 10.8 MILES WEST OF BELZONI, 7.3 MILES
 DK1865'SOUTHWEST OF ISOLA AND ABOUT 0.5 MILE EAST OF THE SUNFLOWER RIVER,
 DK1865'ON PROPERTY OWNED BY MR. G.E. GRANT, IN THE NW 1/4 OF THE NW 1/4 OF
 DK1865'SEC. 1, T 15N, R 5W. AND ON THE EAST SIDE OF A DITCH BETWEEN A
 DK1865'CULTIVATED FIELD AND AN AIR STRIP FOR A CROP DUSTER.  IT IS 70.5
 DK1865'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 12, 35 FEET WEST
 DK1865'OF THE CENTER OF A FIELD ROAD, 21 FEET EAST OF THE EAST EDGE OF
 DK1865'A DITCH, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DK1865'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 124.5
 DK1865'FEET SOUTH OF A POWER POLE WITH GUY WIRES, 39 FEET NORTH OF THE
 DK1865'PROJECTED PLANE OF THE NORTH WALL OF THE CONCRETE BLOCK BUILDING WEST
 DK1865'OF THE DITCH, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 DK1865'TRIANGULATION STATION DISK STAMPED CALLAO 1957, 8 INCHES BELOW
 DK1865'THE SURFACE OF THE GROUND.
 DK1865'
 DK1865'REFERENCE MARK NO. 1 IS 109.23 FEET SOUTH OF THE STATION.  IT IS
 DK1865'178 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 12, 18 FEET WEST
 DK1865'OF THE CENTER OF FIELD ROAD, AT THE EAST BANK OF A DITCH, 40 FEET
 DK1865'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE CONCRETE
 DK1865'BLOCK BUILDING, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 DK1865'IS A REFERENCE MARK DISK STAMPED CALLAO NO 1 1957 FLUSH
 DK1865'WITH THE GROUND.
 DK1865'
 DK1865'REFERENCE MARK NO. 3 IS 69.39 FEET NORTHWEST OF THE STATION.  IT IS
 DK1865'A REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END OF THE
 DK1865'SOUTH HEADWALL OF THE CONCRETE CULVERT UNDER STATE HIGHWAY 12.  IT IS
 DK1865'16 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE
 DK1865'EAST END OF THE CULVERT.  IT IS STAMPED CALLAO NO 3 1957 1974.
 DK1865'
 DK1865'THE AZIMUTH MARK IS 0.4 MILE WEST-NORTHWEST OF THE STATION, 39 FEET
 DK1865'WEST OF THE CENTER OF THE BLACK TOP ROAD, 152 FEET SOUTH OF THE
 DK1865'CENTER OF A DRIVEWAY LEADING WEST TO A RED BARN, 247 FEET SOUTH OF
 DK1865'THE SOUTHEAST CORNER OF A RED BRICK HOUSE, 34 FEET EAST OF POWER POLE
 DK1865'NO. 173, 206 FEET NORTH OF A POWER POLE WITH GUY WIRES, 5.5 FEET
 DK1865'NORTHEAST OF A FENCE CORNER, 2 FEET NORTH OF THE PROJECTED
 DK1865'CENTER OF A FIELD ROAD LEADING EAST, AND 1 FOOT NORTH OF A METAL
 DK1865'WITNESS POST.  IT IS AN AZIMUTH MARK DISK STAMPED CALLAO 1957
 DK1865'RESET 1961.
 DK1865'
 DK1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND
 DK1865'STATE HIGHWAY 12 IN THE NORTHWEST EDGE OF BELZONI, GO WEST ON STATE
 DK1865'HIGHWAY 12 FOR 9.2 MILES TO A SIDE ROAD RIGHT, JUST BEFORE A SIDE
 DK1865'ROAD LEFT, CONTINUE WEST ON STATE HIGHWAY 12 FOR 1.6 MILE TO A
 DK1865'FIELD ROAD LEFT ALONG THE EAST SIDE OF A DRAINGE DITCH AND THE
 DK1865'STATION ON THE LEFT.
 DK1865'
 DK1865'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON STATE
 DK1865'HIGHWAY 12 FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 DK1865'0.1 MILE ALONG A BLACK TOP ROAD TO THE AZIMUTH MARK ON THE LEFT, AT
 DK1865'A FENCE CORNER.
 DK1865'
 DK1865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.8 MILES WEST
 DK1865'OF BELZONI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0239 ***********************************************************************
 DJ0239  DESIGNATION -  CALVARY
 DJ0239  PID         -  DJ0239
 DJ0239  STATE/COUNTY-  MS/LOWNDES
 DJ0239  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0239
 DJ0239                         *CURRENT SURVEY CONTROL
 DJ0239  ___________________________________________________________________
 DJ0239* NAD 83(1993)-  33 34 49.68205(N)    088 26 41.05770(W)     ADJUSTED  
 DJ0239* NAVD 88     -        60.926  (meters)     199.89   (feet)  ADJUSTED  
 DJ0239  ___________________________________________________________________
 DJ0239  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DJ0239  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ0239  DYNAMIC HT  -          60.862 (meters)     199.68  (feet)  COMP
 DJ0239  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 DJ0239
 DJ0239  HORZ ORDER  -  THIRD
 DJ0239  VERT ORDER  -  SECOND    CLASS 0
 DJ0239
 DJ0239.The horizontal coordinates were established by classical geodetic methods
 DJ0239.and adjusted by the National Geodetic Survey in May 1994.
 DJ0239
 DJ0239.The orthometric height was determined by differential leveling
 DJ0239.and adjusted in June 1991.
 DJ0239
 DJ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0239
 DJ0239.The geoid height was determined by GEOID03.
 DJ0239
 DJ0239.The dynamic height is computed by dividing the NAVD 88
 DJ0239.geopotential number by the normal gravity value computed on the
 DJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0239.degrees latitude (g = 980.6199 gals.).
 DJ0239
 DJ0239.The modeled gravity was interpolated from observed gravity values.
 DJ0239
 DJ0239;                    North         East     Units Scale Factor Converg.
 DJ0239;SPC MS E     -   452,483.219   336,074.103   MT  0.99996604   +0 12 53.8
 DJ0239;SPC MS E     - 1,484,522.03  1,102,603.12   sFT  0.99996604   +0 12 53.8
 DJ0239;UTM  16      - 3,716,575.693   365,923.680   MT  0.99982162   -0 47 57.2
 DJ0239
 DJ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0239!SPC MS E     -   0.99999485  x   0.99996604  =   0.99996089
 DJ0239!UTM  16      -   0.99999485  x   0.99982162  =   0.99981647
 DJ0239
 DJ0239|---------------------------------------------------------------------|
 DJ0239| PID    Reference Object                     Distance      Geod. Az  |
 DJ0239|                                                           dddmmss.s |
 DJ0239| DJ0240 CALVARY RM 1                         37.728 METERS 06236     |
 DJ0239| DJ0238 CALVARY AZ MK                                      1643304.1 |
 DJ0239| DJ1811 CALVARY A STATION                    23.417 METERS 16433     |
 DJ0239| DJ0241 E 30 14                              14.588 METERS 17615     |
 DJ0239| DJ0301 U 165                                44.079 METERS 17629     |
 DJ0239|---------------------------------------------------------------------|
 DJ0239
 DJ0239                          SUPERSEDED SURVEY CONTROL
 DJ0239
 DJ0239  NAD 83(1993)-  33 34 49.68675(N)    088 26 41.05722(W) AD(       ) 3
 DJ0239  NAD 83(1986)-  33 34 49.68966(N)    088 26 41.05798(W) AD(       ) 3
 DJ0239  NAD 27      -  33 34 49.26600(N)    088 26 40.91100(W) AD(       ) 3
 DJ0239  NGVD 29 (??/??/92)   60.91   (m)          199.8    (f) COMPUTED    2 0
 DJ0239
 DJ0239.Superseded values are not recommended for survey control.
 DJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0239.See file dsdata.txt to determine how the superseded data were derived.
 DJ0239
 DJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6592416576(NAD 83)
 DJ0239_MARKER: DS = TRIANGULATION STATION DISK
 DJ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0239_STAMPING: CALVARY 1949
 DJ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0239+STABILITY: SURFACE MOTION
 DJ0239
 DJ0239  HISTORY     - Date     Condition        Report By
 DJ0239  HISTORY     - 1949     MONUMENTED       CGS
 DJ0239  HISTORY     - 1955     GOOD             CGS
 DJ0239  HISTORY     - 1960     GOOD             CGS
 DJ0239  HISTORY     - 1963     GOOD             MSHD
 DJ0239  HISTORY     - 1964     GOOD             MSHD
 DJ0239  HISTORY     - 1964     GOOD             MSHD
 DJ0239  HISTORY     - 19810301 GOOD             MSSU
 DJ0239
 DJ0239                          STATION DESCRIPTION
 DJ0239
 DJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ0239'STATION IS ABOUT 6 MILES NORTH OF COLUMBUS, ON THE GROUNDS OF
 DJ0239'THE CALVARY CHURCH.  IT IS 106 FEET SOUTHWEST OF THE INTERSECTION
 DJ0239'OF A EAST-WEST GRAVEL ROAD AND A NORTH-SOUTH PAVED ROAD, 36 FEET
 DJ0239'WEST OF THE WEST CORNER OF THE CHURCH AND 41 FEET SOUTH OF A
 DJ0239'WITNESS POST.
 DJ0239'
 DJ0239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 82
 DJ0239'IN COLUMBUS, GO NORTH ON HIGHWAY 45 FOR 4.3 MILES TO A PAVED ROAD
 DJ0239'LEFT, BEAR LEFT AND CONTINUE NORTHERLY 1.05 MILES TO THE AZIMUTH
 DJ0239'MARK ON THE LEFT, CONTINUE NORTH 0.25 MILES TO THE STATION ON
 DJ0239'THE RIGHT.
 DJ0239'
 DJ0239'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CALVARY
 DJ0239'1949.
 DJ0239'
 DJ0239'REFERENCE MARK NO. 1 IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER
 DJ0239'OF THE CHURCH.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DJ0239'STAMPED CALVARY NO 1 1949.
 DJ0239'
 DJ0239'E 30-14 (USE) IS 82 FEET NORTHEAST OF THE APPROXIMATE CENTER
 DJ0239'OF THE PAVED ROAD, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 DJ0239'CHURCH, AND 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DJ0239'GRAVEL ROAD.  IT WAS USED AS A REFERENCE MARK.
 DJ0239'
 DJ0239'BENCH MARK U 165 WAS USED AS A REFERENCE MARK.  IT IS 56 FEET
 DJ0239'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 50 FEET
 DJ0239'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, AND 37
 DJ0239'FEET NORTHWEST OF A POWERLINE POLE.
 DJ0239'
 DJ0239'THE AZIMUTH MARK IS 49 FEET WEST OF THE APPROXIMATE CENTER OF
 DJ0239'THE PAVED ROAD, 4 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST
 DJ0239'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DJ0239'CALVARY 1949.
 DJ0239'
 DJ0239'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 DJ0239'SQUARE CONCRETE POST.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 DJ0239'ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DJ0239'
 DJ0239'E 30-14 IS A STANDARD UNITED STATES ENGINEER DISK SET IN THE
 DJ0239'TOP OF A 6-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 DJ0239'GROUND.  THE DISK IS STAMPED B M E 30-14.
 DJ0239'
 DJ0239'BENCH MARK U 165 IS A STANDARD UNITED STATES COAST AND GEODETIC
 DJ0239'SURVEY BENCH MARK DISK SET IN THE TOP OF A IRREGULAR MASS OF
 DJ0239'CONCRETE THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED U 165 1944.
 DJ0239'
 DJ0239'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ0239
 DJ0239                          STATION RECOVERY (1955)
 DJ0239
 DJ0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0239'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 DJ0239'GOOD CONDITION.  VERY SMALL DISCREPANCIES IN THE DISTANCES AND
 DJ0239'DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK ARE NOTED.
 DJ0239'THE REMAINDER OF THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DJ0239'
 DJ0239'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO RNG, COLUMBUS,
 DJ0239'MISS. CBM (CENTER POLE).  THE DISTANCE AND DIRECTIONS ARE LISTED,
 DJ0239'ALONG WITH THE DISTANCES AND THE DIRECTIONS TO THE
 DJ0239'REFERENCE MARKS AND THE AZIMUTH MARK.
 DJ0239
 DJ0239                          STATION RECOVERY (1960)
 DJ0239
 DJ0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ0239'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 DJ0239'ORIGINAL DESCRIPTION IS ADEQUATE.
 DJ0239
 DJ0239                          STATION RECOVERY (1963)
 DJ0239
 DJ0239'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0239'THE STATION WAS VISITED 4-12-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ0239'CONDITION.  A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM
 DJ0239'THE JUNCTION OF U.S. HIGHWAYS 82 AND 45 IN COLUMBUS, BY GOING
 DJ0239'NORTH ON HIGHWAY 45 FOR 4.6 MILES TO THE JUNCTION OF STATE
 DJ0239'HIGHWAY 373, TURN LEFT ON HIGHWAY 373 AND GO 1.6 MILES TO A
 DJ0239'CHURCH ON THE RIGHT AND THE STATION AS DESCRIBED.
 DJ0239'
 DJ0239'THE STATION IS 96 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 DJ0239'373, 77 FEET SOUTHEAST OF A POWER LINE POLE, 76 FEET NORTH OF
 DJ0239'THE CENTER OF A GRAVEL ROAD, 48 FEET SOUTHWEST OF A 30-INCH GUM
 DJ0239'TREE, 34 FEET WEST OF THE NORTHWEST CORNER OF A CHURCH, IS STAMPED
 DJ0239'CALVARY 1949 AND PROJECTS 2 INCHES.
 DJ0239'
 DJ0239'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH ON
 DJ0239'THE HIGHWAY 0.25 MILE TO THE MARK ON THE RIGHT.
 DJ0239'
 DJ0239'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ0239'E 30-14, 1.0 FOOT EAST OF THE AZIMUTH MARK AND 1.0 FOOT NORTHWEST
 DJ0239'OF BM U 165.
 DJ0239'
 DJ0239'E 30-14 IS 80 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 DJ0239'54 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 97 FEET
 DJ0239'SOUTHWEST OF A 30-INCH GUM TREE, 24 FEET NORTH OF THE CENTER
 DJ0239'OF THE GRAVEL ROAD.
 DJ0239'
 DJ0239'RM 1 IS 130 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 50 FEET
 DJ0239'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, IS STAMPED
 DJ0239'CALVARY NO 1 1949 AND PROJECTS 2 INCHES.
 DJ0239'
 DJ0239'RM 2 IS BM U 165.  IT IS 56 FEET SOUTHEAST OF THE GRAVEL ROAD,
 DJ0239'50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHWEST
 DJ0239'OF A POWER LINE POLE, IS STAMPED U 165 1944 AND PROJECTS 2 INCHES.
 DJ0239'
 DJ0239'AZIMUTH MARK IS 165 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK
 DJ0239'HOUSE, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 DJ0239'NORTH OF A POWER LINE POLE, IS STAMPED CALVARY 1949 AND PROJECTS
 DJ0239'4 INCHES.
 DJ0239
 DJ0239                          STATION RECOVERY (1964)
 DJ0239
 DJ0239'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0239'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ0239'CONDITION.
 DJ0239'
 DJ0239'THE 1963 RECOVERY BY A.M. COOK IS ADEQUATE.
 DJ0239'
 DJ0239'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND ELEVATIONS
 DJ0239'ESTABLISHED AT THIS TIME.
 DJ0239
 DJ0239                          STATION RECOVERY (1964)
 DJ0239
 DJ0239'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0239'6.2 MI N FROM COLUMBUS.
 DJ0239'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 82 IN
 DJ0239'COLUMBUS GO NORTH OF U.S. 45 FOR 4.6 MILES TO STATE HIGHWAY 373, TURN
 DJ0239'LEFT ON STATE 373 AND GO 1.6 MILES TO A CHURCH AND THE MARK ON THE
 DJ0239'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DJ0239'POST.  IT IS 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY 77 FEET
 DJ0239'SOUTHEAST OF A POWERLINE POLE, 76 FEET NORTH OF THE CENTER OF A
 DJ0239'BLACKTOP ROAD, 48 FEET SOUTHWEST OF 30 INCH GUM TREE, 34 FEET WEST OF
 DJ0239'THE NORTHWEST CORNER OF THE CHURCH, 1 FOOT EAST OF A METAL WITNESS
 DJ0239'POST AND PROJECTS 2 INCHES.
 DJ0239
 DJ0239                          STATION RECOVERY (1981)
 DJ0239
 DJ0239'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0238 ***********************************************************************
 DJ0238  DESIGNATION -  CALVARY AZ MK
 DJ0238  PID         -  DJ0238
 DJ0238  STATE/COUNTY-  MS/LOWNDES
 DJ0238  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0238
 DJ0238                         *CURRENT SURVEY CONTROL
 DJ0238  ___________________________________________________________________
 DJ0238* NAD 83(1986)-  33 34 36.     (N)    088 26 36.     (W)     SCALED    
 DJ0238* NAVD 88     -        61.614  (meters)     202.15   (feet)  ADJUSTED  
 DJ0238  ___________________________________________________________________
 DJ0238  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DJ0238  DYNAMIC HT  -          61.549 (meters)     201.93  (feet)  COMP
 DJ0238  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DJ0238
 DJ0238  VERT ORDER  -  SECOND    CLASS 0
 DJ0238
 DJ0238.The horizontal coordinates were scaled from a topographic map and have
 DJ0238.an estimated accuracy of +/- 6 seconds.
 DJ0238
 DJ0238.The orthometric height was determined by differential leveling
 DJ0238.and adjusted in June 1991.
 DJ0238
 DJ0238.The geoid height was determined by GEOID03.
 DJ0238
 DJ0238.The dynamic height is computed by dividing the NAVD 88
 DJ0238.geopotential number by the normal gravity value computed on the
 DJ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0238.degrees latitude (g = 980.6199 gals.).
 DJ0238
 DJ0238.The modeled gravity was interpolated from observed gravity values.
 DJ0238
 DJ0238;                    North         East    Units  Estimated Accuracy
 DJ0238;SPC MS E     -   452,060.      336,210.      MT  (+/- 180 meters Scaled)
 DJ0238
 DJ0238                          SUPERSEDED SURVEY CONTROL
 DJ0238
 DJ0238  NGVD 29 (??/??/92)   61.61   (m)          202.1    (f) COMPUTED    2 0
 DJ0238
 DJ0238.Superseded values are not recommended for survey control.
 DJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0238.See file dsdata.txt to determine how the superseded data were derived.
 DJ0238
 DJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC660161(NAD 83)
 DJ0238_MARKER: DZ = AZIMUTH MARK DISK
 DJ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0238_STAMPING: CALVARY 1949
 DJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0238+STABILITY: SURFACE MOTION
 DJ0238
 DJ0238  HISTORY     - Date     Condition        Report By
 DJ0238  HISTORY     - 1949     MONUMENTED       CGS
 DJ0238  HISTORY     - 1964     GOOD             MSHD
 DJ0238  HISTORY     - 19810301 GOOD             MSSU
 DJ0238
 DJ0238                          STATION DESCRIPTION
 DJ0238
 DJ0238'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0238'5.95 MI N FROM COLUMBUS.
 DJ0238'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAYS 45 AND 82 IN
 DJ0238'COLUMBUS GO NORTH ON U. S. 45 FOR 4.6 MILES TO STATE HIGHWAY 373, TURN
 DJ0238'LEFT ON STATE 373 AND GO 1.35 MILES TO THE MARK ON THE LEFT. THE MARK
 DJ0238'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS 0.25
 DJ0238'MILE SOUTH OF TRIANGULATION STATION CALVARY, 165 FEET NORTH OF THE
 DJ0238'NORTHEAST CORNER OF A BRICK HOUSE, 48 FEET WEST OF THE CENTERLINE OF
 DJ0238'THE HIGHWAY, 33 FEET NORTH OF A POWERLINE POLE, 1 FOOT WEST OF A METAL
 DJ0238'WITNESS POST AND PROJECTS 2 INCHES.
 DJ0238
 DJ0238                          STATION RECOVERY (1981)
 DJ0238
 DJ0238'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1725 ***********************************************************************
 DJ1725  DESIGNATION -  CALVARY BAPT SPIRE
 DJ1725  PID         -  DJ1725
 DJ1725  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1725  USGS QUAD   -  STARKVILLE (1982)
 DJ1725
 DJ1725                         *CURRENT SURVEY CONTROL
 DJ1725  ___________________________________________________________________
 DJ1725* NAD 83(1993)-  33 28 19.88401(N)    088 48 53.54635(W)     ADJUSTED  
 DJ1725* NAVD 88     -              **(meters)            **(feet)            
 DJ1725  ___________________________________________________________________
 DJ1725  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DJ1725  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ1725  HORZ ORDER  -  THIRD
 DJ1725
 DJ1725.The horizontal coordinates were established by classical geodetic methods
 DJ1725.and adjusted by the National Geodetic Survey in May 1994.
 DJ1725
 DJ1725
 DJ1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1725
 DJ1725.The geoid height was determined by GEOID03.
 DJ1725
 DJ1725;                    North         East     Units Scale Factor Converg.
 DJ1725;SPC MS E     -   440,406.862   301,715.752   MT  0.99995004   +0 00 36.7
 DJ1725;SPC MS E     - 1,444,901.51    989,879.10   sFT  0.99995004   +0 00 36.7
 DJ1725;UTM  16      - 3,705,109.336   331,359.732   MT  0.99995063   -1 00 04.3
 DJ1725
 DJ1725                          SUPERSEDED SURVEY CONTROL
 DJ1725
 DJ1725  NAD 83(1993)-  33 28 19.89442(N)    088 48 53.54510(W) AD(       ) 4
 DJ1725  NAD 83(1986)-  33 28 19.89464(N)    088 48 53.54475(W) AD(       ) 4
 DJ1725
 DJ1725.Superseded values are not recommended for survey control.
 DJ1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1725.See file dsdata.txt to determine how the superseded data were derived.
 DJ1725
 DJ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3136005109(NAD 83)
 DJ1725_MARKER: 90 = CHURCH SPIRE
 DJ1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1725+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 DJ1725
 DJ1725  HISTORY     - Date     Condition        Report By
 DJ1725  HISTORY     - 1987     FIRST OBSERVED   MSSU
 DJ1725  HISTORY     - 20030721 GOOD             GEOCAC
 DJ1725  HISTORY     - 20070317 GOOD             NGS
 DJ1725
 DJ1725                          STATION DESCRIPTION
 DJ1725
 DJ1725'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1987 (RB)
 DJ1725'THE STATION IS TOP CENTER OF SPIRE ATOP CALVARY BAPTIST CHURCH LOCATED
 DJ1725'THREE BLOCKS NORTH OF US HWY 82 ON N JACKSON ST.
 DJ1725
 DJ1725                          STATION RECOVERY (2003)
 DJ1725
 DJ1725'RECOVERY NOTE BY GEOCACHING 2003 (CLG)
 DJ1725'THE STATION WAS OBSERVED TO BE STANDING AND IN GOOD CONDITION.
 DJ1725
 DJ1725                          STATION RECOVERY (2007)
 DJ1725
 DJ1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DLD)
 DJ1725'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0240 ***********************************************************************
 DJ0240  DESIGNATION -  CALVARY RM 1
 DJ0240  PID         -  DJ0240
 DJ0240  STATE/COUNTY-  MS/LOWNDES
 DJ0240  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0240
 DJ0240                         *CURRENT SURVEY CONTROL
 DJ0240  ___________________________________________________________________
 DJ0240* NAD 83(1986)-  33 34 49.     (N)    088 26 40.     (W)     SCALED    
 DJ0240* NAVD 88     -        60.772  (meters)     199.38   (feet)  ADJUSTED  
 DJ0240  ___________________________________________________________________
 DJ0240  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ0240  DYNAMIC HT  -          60.708 (meters)     199.17  (feet)  COMP
 DJ0240  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 DJ0240
 DJ0240  VERT ORDER  -  SECOND    CLASS 0
 DJ0240
 DJ0240.The horizontal coordinates were scaled from a topographic map and have
 DJ0240.an estimated accuracy of +/- 6 seconds.
 DJ0240
 DJ0240.The orthometric height was determined by differential leveling
 DJ0240.and adjusted in June 1991.
 DJ0240
 DJ0240.The geoid height was determined by GEOID03.
 DJ0240
 DJ0240.The dynamic height is computed by dividing the NAVD 88
 DJ0240.geopotential number by the normal gravity value computed on the
 DJ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0240.degrees latitude (g = 980.6199 gals.).
 DJ0240
 DJ0240.The modeled gravity was interpolated from observed gravity values.
 DJ0240
 DJ0240;                    North         East    Units  Estimated Accuracy
 DJ0240;SPC MS E     -   452,460.      336,100.      MT  (+/- 180 meters Scaled)
 DJ0240
 DJ0240                          SUPERSEDED SURVEY CONTROL
 DJ0240
 DJ0240  NGVD 29 (??/??/92)   60.76   (m)          199.3    (f) COMPUTED    2 0
 DJ0240
 DJ0240.Superseded values are not recommended for survey control.
 DJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0240.See file dsdata.txt to determine how the superseded data were derived.
 DJ0240
 DJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659165(NAD 83)
 DJ0240_MARKER: DR = REFERENCE MARK DISK
 DJ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0240_STAMPING: CALVARY NO. 1 1949
 DJ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0240+STABILITY: SURFACE MOTION
 DJ0240
 DJ0240  HISTORY     - Date     Condition        Report By
 DJ0240  HISTORY     - 1949     MONUMENTED       CGS
 DJ0240  HISTORY     - 1964     GOOD             MSHD
 DJ0240  HISTORY     - 19810301 GOOD             MSSU
 DJ0240
 DJ0240                          STATION DESCRIPTION
 DJ0240
 DJ0240'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0240'6.2 MI N FROM COLUMBUS.
 DJ0240'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAYS 45 AND 82 IN
 DJ0240'COLUMBUS GO NORTH ON U. S. 45 FOR 4.6 MILES TO STATE HIGHWAY 373, TURN
 DJ0240'LEFT ON STATE 373 AND GO 1.6 MILES TO A CHURCH AND THE MARK ON THE
 DJ0240'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE
 DJ0240'POST.  IT IS 123.82 FEET NORTHEAST OF TRIANGULATION STATION CALVARY,
 DJ0240'130 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 50 FEET NORTHEAST OF
 DJ0240'THE NORTHEAST CORNER OF THE CHURCH, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ0240'PROJECTS 2 INCHES.
 DJ0240
 DJ0240                          STATION RECOVERY (1981)
 DJ0240
 DJ0240'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2395 ***********************************************************************
 BW2395  DESIGNATION -  CALVITS
 BW2395  PID         -  BW2395
 BW2395  STATE/COUNTY-  MS/JEFFERSON
 BW2395  USGS QUAD   -  RODNEY (1986)
 BW2395
 BW2395                         *CURRENT SURVEY CONTROL
 BW2395  ___________________________________________________________________
 BW2395* NAD 83(1993)-  31 48 18.75379(N)    091 10 48.62990(W)     ADJUSTED  
 BW2395* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BW2395  ___________________________________________________________________
 BW2395  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BW2395  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2395  HORZ ORDER  -  THIRD
 BW2395
 BW2395.The horizontal coordinates were established by classical geodetic methods
 BW2395.and adjusted by the National Geodetic Survey in May 1994.
 BW2395
 BW2395.The orthometric height was scaled from a topographic map.
 BW2395
 BW2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2395
 BW2395.The geoid height was determined by GEOID03.
 BW2395
 BW2395;                    North         East     Units Scale Factor Converg.
 BW2395;SPC MS W     -   255,863.329   619,813.262   MT  1.00002927   -0 26 46.8
 BW2395;SPC MS W     -   839,444.94  2,033,504.01   sFT  1.00002927   -0 26 46.8
 BW2395;SPC LA N     -   145,475.840 1,124,963.851   MT  0.99991666   +0 41 52.1
 BW2395;SPC LA N     -   477,281.99  3,690,818.90   sFT  0.99991666   +0 41 52.1
 BW2395;UTM  15      - 3,520,287.099   672,267.584   MT  0.99996601   +0 57 33.6
 BW2395
 BW2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2395!SPC MS W     -   0.99998934  x   1.00002927  =   1.00001861
 BW2395!SPC LA N     -   0.99998934  x   0.99991666  =   0.99990600
 BW2395!UTM  15      -   0.99998934  x   0.99996601  =   0.99995535
 BW2395
 BW2395:                Primary Azimuth Mark                     Grid Az
 BW2395:SPC MS W     -  TRIM                                     001 57 27.0
 BW2395:SPC LA N     -  TRIM                                     000 48 48.1
 BW2395:UTM  15      -  TRIM                                     000 33 06.6
 BW2395
 BW2395|---------------------------------------------------------------------|
 BW2395| PID    Reference Object                     Distance      Geod. Az  |
 BW2395|                                                           dddmmss.s |
 BW2395| BW0689 TRIM                                APPROX.11.5 KM 0013040.2 |
 BW2395| BW2394 ALCORN COLLEGE WATER TANK           APPROX. 8.6 KM 0260801.2 |
 BW2395| CY3956 CALVITS AZ MK                                      1985658.0 |
 BW2395| CY3957 CALVITS RM 1                         23.667 METERS 20405     |
 BW2395| CY3958 CALVITS RM 2                         33.299 METERS 30634     |
 BW2395|---------------------------------------------------------------------|
 BW2395
 BW2395                          SUPERSEDED SURVEY CONTROL
 BW2395
 BW2395  NAD 83(1986)-  31 48 18.76788(N)    091 10 48.62615(W) AD(       ) 3
 BW2395  NAD 27      -  31 48 18.18411(N)    091 10 48.23158(W) AD(       ) 3
 BW2395
 BW2395.Superseded values are not recommended for survey control.
 BW2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2395.See file dsdata.txt to determine how the superseded data were derived.
 BW2395
 BW2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR7226820287(NAD 83)
 BW2395_MARKER: DS = TRIANGULATION STATION DISK
 BW2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2395
 BW2395  HISTORY     - Date     Condition        Report By
 BW2395  HISTORY     - 1948     MONUMENTED       CGS
 BW2395  HISTORY     - 1956     GOOD             CGS
 BW2395  HISTORY     - 1956     GOOD             CGS
 BW2395  HISTORY     - 1970     GOOD             MSHD
 BW2395
 BW2395                          STATION DESCRIPTION
 BW2395
 BW2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2395'THE STATION IS LOCATED ON A PROMINENT RIDGE THAT IS PASTURE
 BW2395'LAND, IT IS 9.2 MILES NORTHWEST OF FAYETTE, 4.1 MILES EAST-SOUTHEAST
 BW2395'OF THE MISSISSIPPI RIVER, AND ON LAND OWNED BY MR. RANDOLPH NOBLE.
 BW2395'THE MARK IS 34 FEET WEST OF THE APPROXIMATE CENTER LINE OF A
 BW2395'GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BW2395'CALVITS 1948.
 BW2395'
 BW2395'REFERENCE MARK NO. 1 IS 77.65 FEET SOUTH-SOUTHWEST OF THE STATION
 BW2395'AND 26 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE GRAVEL
 BW2395'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2395'CALVITS NO 1 1948.
 BW2395'
 BW2395'REFERENCE MARK NO. 2 IS 109.25 FEET WEST-NORTHWEST OF THE STATION,
 BW2395'27 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF AN OLD WOODS
 BW2395'ROAD, AND 18 FEET NORTH OF THE APPROXIMATE CENTERLINE OF AN OLD
 BW2395'WOODS ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BW2395'STAMPED CALVITS NO 2 1948.
 BW2395'
 BW2395'THE AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION
 BW2395'VIA THE GRAVEL ROAD, 19 FEET WEST OF THE APPROXIMATE CENTER LINE
 BW2395'OF THE ROAD, AND 3 FEET WEST OF A WITNESS POST AND A WIRE FENCE.
 BW2395'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CLAVITS 1948
 BW2395'
 BW2395'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BW2395'STATE HIGHWAY 20 IN FAYETTE, GO SOUTH ON THE FORMER FOR 0.15
 BW2395'MILE TO THE TRAFFIC LIGHT.  TURN RIGHT, WEST, AND GO ON THE
 BW2395'MAIN ASPHALT AND GRAVEL ROAD FOR 8.35 MILES TO THE NATCHEZ
 BW2395'TRACE PARKWAY ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE MAIN
 BW2395'GRAVEL ROAD FOR 1.6 MILES TO A REVERSE ROAD FORK ON THE RIGHT.
 BW2395'TURN SHARP RIGHT AND FOLLOW THE MAIN GRAVEL ROAD FOR 1.6 MILES
 BW2395'TO A ROAD FORK.  CONTINUE ON THE RIGHT ROAD FOR 0.7 MILE TO A
 BW2395'JOGGED CROSSROAD.  TURN LEFT, NORTH, AND GO ON THE MAIN ROAD FOR
 BW2395'2.05 MILES TO A WIRE GATE ON THE LEFT.  PASS THROUGH THE GATE
 BW2395'AND DRIVE NORTH ALONG THE FENCE FOR ABOUT 75 YARDS TO A
 BW2395'SMALL KNOLL ON THE RIGHT AND THE STATION AS DESCRIBED.
 BW2395'
 BW2395'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2395
 BW2395                          STATION RECOVERY (1956)
 BW2395
 BW2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CH)
 BW2395'STATION IN GOOD CONDITION.  AZIMUTH MARK IS NOT VISIBLE FROM
 BW2395'STATION AT GROUND LEVEL BECAUSE OF DENSE TREE GROWTH.
 BW2395
 BW2395                          STATION RECOVERY (1956)
 BW2395
 BW2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2395'THE STATION WAS VISITED 5-21-56 AND ALL MARKS WERE FOUND IN
 BW2395'GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE
 BW2395'WITH A NEW DESCRIPTION TO REACH THE STATION WHICH FOLLOWS--
 BW2395'
 BW2395'TO REACH THE STATION FROM THE POST OFFICE IN FAYETTE, GO SOUTH ON
 BW2395'U.S. HIGHWAY 61 FOR 0.15 MILE TO THE SECOND TRAFFIC LIGHT AND
 BW2395'THE JUNCTION WITH STATE HIGHWAY 553, TURN RIGHT, WEST, ON STATE
 BW2395'HIGHWAY 553 AND GO 7.7 MILES TO THE NATCHEZ TRACE PARKWAY ON
 BW2395'THE LEFT, CONTINUE STRAIGHT AHEAD AND GO 1.5 MILE TO A SIDE ROAD
 BW2395'RIGHT, TURN SHARP RIGHT AND GO 1.5 MILE TO A FORK, TAKE RIGHT
 BW2395'FORK AND GO 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BW2395'2.0 MILES TO THE STATION ON THE LEFT ON A 12 FOOT BANK.  (THIS
 BW2395'IS 0.05 MILE SOUTH OF A BOARD GATE AND A TRACK ROAD LEADING
 BW2395'SOUTH, PARALLELING THE GRAVEL ROAD FOR ABOUT 50 YARDS) THIS
 BW2395'IS ALSO ABOUT 0.3 MILE SOUTH OF A SIDE ROAD LEADING
 BW2395'NORTHEAST.
 BW2395
 BW2395                          STATION RECOVERY (1970)
 BW2395
 BW2395'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2395'THE STATION WAS VISITED 1-6-70 AND THE STATION MARK, REFERENCE
 BW2395'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2395'CONDITION.
 BW2395'
 BW2395'THE STATION IS LOCATED 9.5 MILES NORTHWEST OF FAYETTE AND 7.7
 BW2395'MILES WEST SOUTHWEST OF LORMAN IN THE SOUTHWEST 1/4 OF SECTION
 BW2395'36, T 10N, R 1W, AND ON PROPERTY OWNED BY MR. RANDOLPH NOBLE.
 BW2395'IT IS 32 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 68 FEET
 BW2395'SOUTH OF THE CENTER OF A TRACK ROAD, 17 FEET EAST OF A FENCE
 BW2395'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW2395'
 BW2395'IT IS A C AND GS TRIANGULATION DISK, STAMPED CALVITS 1948
 BW2395'PROJECTING 2 INCHES.
 BW2395'
 BW2395'REFERENCE MARK NO. 1 IS 77.65 FEET SOUTH SOUTHWEST OF THE
 BW2395'STATION.  IT IS 25 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BW2395'13 FEET EAST OF THE CENTER OF A TRACK ROAD, 4 FEET WEST OF A
 BW2395'9 INCH OAK ACTING AS A FENCE CORNER AND 1 FOOT WEST OF A METAL
 BW2395'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2395'CALVITS NO 1 1948 PROJECTING 6 INCHES.
 BW2395'
 BW2395'REFERENCE MARK NO. 2 IS 109.25 FEET NORTHWEST OF THE STATION.
 BW2395'IT IS 33 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BLADED ROAD,
 BW2395'17 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 76 FEET SOUTHEAST
 BW2395'OF THE CENTER OF THE FORK AND 1 FOOT NORTHEAST OF A METAL
 BW2395'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2395'CALVITS NO 2 1948 PROJECTING 3 INCHES.
 BW2395'
 BW2395'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 147.35
 BW2395'FEET.
 BW2395'
 BW2395'THE AZIMUTH MARK IS 0.25 MILE SOUTH SOUTHWEST OF THE STATION.
 BW2395'IT IS 17 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 BW2395'WEST OF A METAL WITNESS POST.  (NOTE) THE STATION IS NOT VISIBLE
 BW2395'FROM THE AZIMUTH.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2395'STAMPED CALVITS 1948 PROJECTING 6 INCHES.
 BW2395'
 BW2395'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE AND
 BW2395'THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 61 IN FAYETTE,
 BW2395'GO SOUTH ON U.S. HIGHWAY 61 FOR 0.1 MILE TO THE JUNCTION OF
 BW2395'STATE HIGHWAY 553.  TURN RIGHT (WEST) AND CONTINUE ON STATE
 BW2395'HIGHWAY 553 FOR 7.9 MILES TO THE JUNCTION ON THE NATCHEZ TRACE
 BW2395'PARKWAY.  CONTINUE WEST ON STATE HIGHWAY 553 FOR 1.5 MILES TO
 BW2395'A SIDE ROAD AND A CHURCH ON THE RIGHT.  TURN SHARP RIGHT AND
 BW2395'CONTINUE NORTHEAST ON A GRAVELED ROAD FOR 1.5 MILES TO A T
 BW2395'INTERSECTION.  TURN RIGHT (EAST) AND CONTINUE ON A GRAVELED
 BW2395'ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT (NORTH)
 BW2395'AND CONTINUE ON A GRAVELED ROAD FOR 1.75 MILES TO THE
 BW2395'AZIMUTH ON THE LEFT.  CONTINUE NORTH ON A GRAVELED ROAD FOR
 BW2395'0.2 MILE TO A BLADED ROAD AND THE STATION ON THE LEFT.
 BW2395'
 BW2395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.7 MILES
 BW2395'WEST SOUTHWEST OF LORMAN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7798 ***********************************************************************
 AJ7798  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7798  DESIGNATION -  CALYPSO
 AJ7798  PID         -  AJ7798
 AJ7798  STATE/COUNTY-  MS/CALHOUN
 AJ7798  USGS QUAD   -  BRUCE (1983)
 AJ7798
 AJ7798                         *CURRENT SURVEY CONTROL
 AJ7798  ___________________________________________________________________
 AJ7798* NAD 83(2007)-  33 58 33.48913(N)    089 20 54.17485(W)     ADJUSTED  
 AJ7798* NAVD 88     -        80.6    (meters)     264.     (feet)  GPS OBS   
 AJ7798  ___________________________________________________________________
 AJ7798  EPOCH DATE  -        2002.00
 AJ7798  X           -      60,215.751 (meters)                     COMP
 AJ7798  Y           -  -5,294,450.301 (meters)                     COMP
 AJ7798  Z           -   3,544,266.259 (meters)                     COMP
 AJ7798  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ7798  ELLIP HEIGHT-          53.409 (meters)          (02/10/07) ADJUSTED
 AJ7798  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ7798
 AJ7798  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7798  Type    PID    Designation                      North   East  Ellip
 AJ7798  -------------------------------------------------------------------
 AJ7798  NETWORK AJ7798 CALYPSO                           0.71   0.73   2.84
 AJ7798  -------------------------------------------------------------------
 AJ7798
 AJ7798.The horizontal coordinates were established by GPS observations
 AJ7798.and adjusted by the National Geodetic Survey in February 2007.
 AJ7798
 AJ7798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7798.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7798.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7798.The epoch date for horizontal control is a decimal equivalence
 AJ7798.of Year/Month/Day.
 AJ7798
 AJ7798.The orthometric height was determined by GPS observations and a
 AJ7798.high-resolution geoid model.
 AJ7798
 AJ7798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7798
 AJ7798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7798
 AJ7798.The ellipsoidal height was determined by GPS observations
 AJ7798.and is referenced to NAD 83.
 AJ7798
 AJ7798.The geoid height was determined by GEOID03.
 AJ7798
 AJ7798;                    North         East     Units Scale Factor Converg.
 AJ7798;SPC MS E     -   496,401.351   252,406.090   MT  0.99997791   -0 17 16.2
 AJ7798;SPC MS E     - 1,628,610.10    828,102.31   sFT  0.99997791   -0 17 16.2
 AJ7798;UTM  16      - 3,761,977.015   283,047.986   MT  1.00018026   -1 18 46.4
 AJ7798
 AJ7798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7798!SPC MS E     -   0.99999162  x   0.99997791  =   0.99996953
 AJ7798!UTM  16      -   0.99999162  x   1.00018026  =   1.00017187
 AJ7798
 AJ7798                          SUPERSEDED SURVEY CONTROL
 AJ7798
 AJ7798  ELLIP H (04/15/02)   53.410  (m)                       GP(       ) 4 2
 AJ7798  NAD 83(1993)-  33 58 33.48895(N)    089 20 54.17446(W) AD(       ) B
 AJ7798  ELLIP H (02/15/02)   53.414  (m)                       GP(       ) 4 1
 AJ7798
 AJ7798.Superseded values are not recommended for survey control.
 AJ7798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7798.See file dsdata.txt to determine how the superseded data were derived.
 AJ7798
 AJ7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8304861977(NAD 83)
 AJ7798_MARKER: DD = SURVEY DISK
 AJ7798_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7798_SP_SET: BRIDGE ABUTMENT
 AJ7798_STAMPING: CALYPSO 2000
 AJ7798_MARK LOGO: NGS   
 AJ7798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7798+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2008
 AJ7798
 AJ7798  HISTORY     - Date     Condition        Report By
 AJ7798  HISTORY     - 2000     MONUMENTED       NGS
 AJ7798  HISTORY     - 20080220 GOOD             MSDOT
 AJ7798
 AJ7798                          STATION DESCRIPTION
 AJ7798
 AJ7798'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (KS)
 AJ7798'STATION IS JUST SOUTH OF BRUCE, MS, IN CALHOUN COUNTY.  TO REACH FROM
 AJ7798'THE INTERSECTION OF ROUTE 9 AND ROUTE 32 IN BRUCE, DRIVE SOUTH ON
 AJ7798'ROUTE 9 FOR 1.1 MILES (1.8 KM) TO THE FIRST (NORHTERN MOST) OF THREE
 AJ7798'CONCRETE BRIDGES AND THE STATION ON THE LEFT (EAST) BEFORE CROSSING
 AJ7798'THE BRIDGE.  THE STATION IS SET IN THE EAST END OF THE NORTH ABUTMENT
 AJ7798'OF THE NORTHERN MOST OF THREE ADJACENT BRIDGES.  IT IS AN NGS DISK SET
 AJ7798'IN A DRILLED HOLE IN THE ABUTMENT, 9.5 FT (2.9 M) EAST OF THE INSIDE
 AJ7798'FACE OF THE CONCRETE HANDRAIL, 1.2 FT (0.4 M) WEST OF THE EAST END OF
 AJ7798'THE ABUTMENT, AND ABOUT 3 FT (0.9 M) BELOW THE SURFACE OF THE HWY.
 AJ7798
 AJ7798                          STATION RECOVERY (2008)
 AJ7798
 AJ7798'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 AJ7798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1931 ***********************************************************************
 BW1931  DESIGNATION -  CAM
 BW1931  PID         -  BW1931
 BW1931  STATE/COUNTY-  MS/LINCOLN
 BW1931  USGS QUAD   -  BROOKHAVEN (1972)
 BW1931
 BW1931                         *CURRENT SURVEY CONTROL
 BW1931  ___________________________________________________________________
 BW1931* NAD 83(1993)-  31 33 22.54424(N)    090 22 51.32490(W)     ADJUSTED  
 BW1931* NAVD 88     -       150.647  (meters)     494.25   (feet)  ADJUSTED  
 BW1931  ___________________________________________________________________
 BW1931  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BW1931  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1931  DYNAMIC HT  -         150.463 (meters)     493.64  (feet)  COMP
 BW1931  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BW1931
 BW1931  HORZ ORDER  -  SECOND
 BW1931  VERT ORDER  -  SECOND    CLASS II
 BW1931
 BW1931.The horizontal coordinates were established by classical geodetic methods
 BW1931.and adjusted by the National Geodetic Survey in May 1994.
 BW1931
 BW1931.The orthometric height was determined by differential leveling
 BW1931.and adjusted in May 1996.
 BW1931
 BW1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1931
 BW1931.The geoid height was determined by GEOID03.
 BW1931
 BW1931.The dynamic height is computed by dividing the NAVD 88
 BW1931.geopotential number by the normal gravity value computed on the
 BW1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1931.degrees latitude (g = 980.6199 gals.).
 BW1931
 BW1931.The modeled gravity was interpolated from observed gravity values.
 BW1931
 BW1931;                    North         East     Units Scale Factor Converg.
 BW1931;SPC MS W     -   227,949.802   695,481.751   MT  0.99995025   -0 01 29.7
 BW1931;SPC MS W     -   747,865.31  2,281,759.71   sFT  0.99995025   -0 01 29.7
 BW1931;UTM  15      - 3,494,227.389   748,609.205   MT  1.00036237   +1 22 16.9
 BW1931
 BW1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1931!SPC MS W     -   0.99998044  x   0.99995025  =   0.99993069
 BW1931!UTM  15      -   0.99998044  x   1.00036237  =   1.00034280
 BW1931
 BW1931|---------------------------------------------------------------------|
 BW1931| PID    Reference Object                     Distance      Geod. Az  |
 BW1931|                                                           dddmmss.s |
 BW1931| BW1933 CAM RM 1                             51.810 METERS 07128     |
 BW1931| BW1932 CAM RM 2                             34.000 METERS 19509     |
 BW1931| BW1930 CAM AZ MK                                          2931000.8 |
 BW1931| BW2208 BROOKHAVEN CONCRETE STACK           APPROX. 6.4 KM 2972958.9 |
 BW1931| BW2209 BROOKHAVEN WATER TANK               APPROX. 6.3 KM 2990309.6 |
 BW1931|---------------------------------------------------------------------|
 BW1931
 BW1931                          SUPERSEDED SURVEY CONTROL
 BW1931
 BW1931  NAD 83(1986)-  31 33 22.56020(N)    090 22 51.32152(W) AD(       ) 2
 BW1931  NAD 27      -  31 33 21.94800(N)    090 22 50.98500(W) AD(       ) 2
 BW1931  NGVD 29 (??/??/92)  150.659  (m)          494.29   (f) ADJ UNCH    2 2
 BW1931
 BW1931.Superseded values are not recommended for survey control.
 BW1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1931.See file dsdata.txt to determine how the superseded data were derived.
 BW1931
 BW1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4860994227(NAD 83)
 BW1931_MARKER: DS = TRIANGULATION STATION DISK
 BW1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1931_STAMPING: CAM 1946 1966
 BW1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1931+STABILITY: SURFACE MOTION
 BW1931
 BW1931  HISTORY     - Date     Condition        Report By
 BW1931  HISTORY     - 1946     MONUMENTED       CGS
 BW1931  HISTORY     - 1955     GOOD             CGS
 BW1931  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BW1931  HISTORY     - 1966     GOOD             CGS
 BW1931  HISTORY     - 1968     GOOD             MSHD
 BW1931  HISTORY     - 1969     GOOD             MSSU
 BW1931  HISTORY     - 1970     GOOD             MSSU
 BW1931  HISTORY     - 1975     GOOD             MSHD
 BW1931  HISTORY     - 1975     GOOD             MSHD
 BW1931  HISTORY     - 1983     GOOD             MSU
 BW1931
 BW1931                          STATION DESCRIPTION
 BW1931
 BW1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW1931'THE STATION IS LOCATED ALONG U.S. HIGHWAY 84, ABOUT 3.75
 BW1931'MILES ESE OF BROOKHAVEN, AND 3.5 MILES W OF FAIR OAK SPRING.
 BW1931'IT IS 69 FEET NE OF A FENCE CORNER, 60 FEET NW OF AN ELECTRIC
 BW1931'POLE, 52 FEET S OF THE APPROXIMATE CENTER OF HIGHWAY 84,
 BW1931'AND 6 FEET NE OF A STANDARD WHITE WITNESS POST.
 BW1931'
 BW1931'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW1931'CAM 1946, AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK
 BW1931'IS A BRONZE STATION DISK SET IN CONCRETE.
 BW1931'
 BW1931'REFERENCE MARK 1 IS 170.00 FEET NE OF THE STATION, 51.9 FEET
 BW1931'S OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 84, 33.6 FEET E
 BW1931'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, AND 2 FEET
 BW1931'S OF A RIGHT-OF-WAY CONCRETE POST.  IT IS A BRONZE REFERENCE
 BW1931'DISK SET IN CONCRETE, STAMPED CAM NO 1 1946, AND IS FLUSH
 BW1931'WITH THE GROUND.
 BW1931'
 BW1931'REFERENCE MARK 2 IS 111.50 FEET SW OF THE STATION, 68 FEET
 BW1931'W OF A WIRE FENCE SURROUNDING HOUSE, 54 FEET S OF A FENCE
 BW1931'CORNER, AND 2 FEET E OF A WIRE FENCE.  IT IS A BRONZE REFERENCE
 BW1931'DISK SET IN CONCRETE, STAMPED CAM NO 2 1946, AND IS FLUSH
 BW1931'WITH THE GROUND.
 BW1931'
 BW1931'THE AZIMUTH MARK IS 0.2 MILE E OF THE STATION, 48.7 FEET
 BW1931'N OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 84, 3.8 FEET E OF A
 BW1931'STANDARD WHITE WITNESS POST, AND 2 FEET S OF A WIRE FENCE.  IT
 BW1931'IS A BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED CAM 1946,
 BW1931'AND IS FLUSH WITH THE GROUND.
 BW1931'
 BW1931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BW1931'AND 84, GO E ON U.S. HIGHWAY 84 FOR 3.5 MILES TO AZIMUTH MARK
 BW1931'ON LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 BW1931'TO STATION ON RIGHT AS DESCRIBED.
 BW1931'
 BW1931'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW1931
 BW1931                          STATION RECOVERY (1955)
 BW1931
 BW1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW1931'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW1931'CONDITION.
 BW1931'
 BW1931'A NEW DESCRIPTION FOLLOWS--
 BW1931'
 BW1931'THE STATION IS LOCATED 3.95 MILES ESE ALONG U.S. HIGHWAY
 BW1931'84 FROM THE RAILROAD STATION IN BROOKHAVEN AND 3.5 MILES
 BW1931'E. OF THE FAIR OAK SPRINGS SCHOOL, IN THE FRONT OF A RED
 BW1931'BRICK HOUSE OWNED BY ALMA BESSONETT FARRIS, ON ROAD BED
 BW1931'OF OLD U.S. HIGHWAY 84.  IT IS 52 FEET S. OF THE CENTERLINE
 BW1931'OF THE HIGHWAY, 62 FEET NW OF A POWER POLE WITH A TRANSFORMER
 BW1931'AND WIRES LEADING IN THREE DIRECTIONS, 58 FEET E. OF THE CENTER
 BW1931'OF THE ENTRANCE OF A CIRCULAR DRIVEWAY AND 166 FEET NNW OF THE
 BW1931'NW CORNER OF THE RED BRICK HOUSE AND ON LINE WITH THE NW CORNER
 BW1931'OF THE BRICK HOUSE AND THE POWER POLE.  IT IS A STANDARD
 BW1931'DISK, STAMPED CAM 1946, FLUSH WITH THE GROUND.
 BW1931'
 BW1931'REFERENCE MARK NO. 1 IS 170.00 FEET E. OF THE STATION, 1.5
 BW1931'FEET S. OF A RIGHT-OF-WAY MARKER, 51 FEET S. OF THE CENTERLINE
 BW1931'OF THE HIGHWAY, 30 FEET E. OF THE CENTER OF THE E. ENTRANCE
 BW1931'OF A CIRCULAR DRIVEWAY AND 59.5 FEET N. OF A POWER POLE WITH
 BW1931'A LIGHT METER ON THE N. SIDE OF THE POLE.  IT IS A STANDARD
 BW1931'DISK, STAMPED CAM NO 1 1946, FLUSH WITH THE GROUND.
 BW1931'
 BW1931'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 106 FEET WNW OF THE
 BW1931'NW CORNER OF THE BRICK HOUSE, 73 FEET SW OF THE POWER POLE WITH
 BW1931'THE TRANSFORMER, 34 FEET W. OF THE DRIVEWAY TO THE GARAGE
 BW1931'AND 12 FEET NE OF THE S. END OF A GATE IN A FENCE LINE.  IT
 BW1931'IS A STANDARD DISK STAMPED CAM NO 2 1946, FLUSH WITH THE
 BW1931'GROUND.
 BW1931'
 BW1931'THE AZIMUTH MARK IS 0.2 MILE W. OF THE STATION ACROSS THE
 BW1931'HIGHWAY FROM A SMALL HOUSE WITH GREEN ASBESTOS SHINGLE SIDEING
 BW1931'AND A RED ROOF, 52 FEET E. OF THE PROJECTED TANGENT OF THE
 BW1931'EAST SIDE OF THE HOUSE, 48 FEET N. OF THE CENTERLINE OF THE
 BW1931'HIGHWAY, 3 FEET S. OF A FENCE LINE.  IT IS A STANDARD DISK,
 BW1931'STAMPED CAM 1946, FLUSH WITH THE GROUND.
 BW1931'
 BW1931'TO REACH THE STATION FROM THE RAILROAD STATION IN BROOKHAVEN,
 BW1931'GO EAST ON U.S. HIGHWAY 84 FOR 3.75 MILE TO THE AZIMUTH MARK
 BW1931'ON THE LEFT, CONTINUED FOR 0.2 MILES TO A RED BRICK HOUSE
 BW1931'AND THE STATION ON THE RIGHT.
 BW1931
 BW1931                          STATION RECOVERY (1965)
 BW1931
 BW1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW1931'STATION WAS RECOVERED.  IT IS EXPOSED PLUS OR MINUS 1-1/2 FT
 BW1931'BY EROSION.  R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BW1931
 BW1931                          STATION RECOVERY (1966)
 BW1931
 BW1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW1931'THE STATION WAS VISITED 11-7-66 AND STATION MARK, R.M. NO. 1
 BW1931'AND R.M. NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION,
 BW1931'EXCEPT THE STATION WAS PROJECTING APPROXIMATELY 15 INCHES.
 BW1931'THE STATION SURFACE AND UNDERGROUND MARK WAS LOWERED IN ITS
 BW1931'ORIGINAL POSITION.  IT IS NOW FLUSH WITH THE GROUND.  A NEW
 BW1931'DESCRIPTION FOLLOWS.
 BW1931'
 BW1931'THE STATION IS LOCATED 4 MILES ESE OF BROOKHAVEN, 3.5 FT. E OF
 BW1931'FAIR OAK SCHOOL IN THE FRONT YARD OF A RED BRICK HOUSE OWNED
 BW1931'BY ALMA FARRIS ON THE OLD ROAD BED OF U.S. HIGHWAY 84, 53
 BW1931'FT. S OF THE CENTERLINE OF U.S. HIGHWAY 84, 62 FT. NW OF
 BW1931'POLE WITH TRANSFORMER, 46 FT. E OF CENTER LINE OF WEST
 BW1931'ENTRANCE OF A CIRCULAR DRIVEWAY, 166 FT. NNW OF NORTHWEST
 BW1931'CORNER OF RED BRICK HOUSE AND ON LINE WITH THE NORTHWEST
 BW1931'CORNER OF THE HOUSE AND A POWER POLE, 1 FOOT S OF A METAL
 BW1931'WITNESS POST.  IT IS A STANDARD DISK STAMPED CAM 1946 1966
 BW1931'FLUSH WITH GROUND.
 BW1931'
 BW1931'REFERENCE MARK NO. 1 IS 169.98 FT. E OF STATION, 30 FT. E
 BW1931'OF THE CENTERLINE OF EAST ENTRANCE OF CIRCULAR DRIVEWAY, 59 FT.
 BW1931'N OF POWER POLE WITH LIGHT METER ON NORTH SIDE OF POLE, 51 FT.
 BW1931'S OF THE CENTERLINE OF HIGHWAY.  IT IS A STANDARD DISK STAMPED
 BW1931'CAM NO. 1 1946.
 BW1931'
 BW1931'REFERENCE MARK NO. 2 IS 111.55 FT. SSW OF STATION, 106 FT.
 BW1931'WNW OF NORTHWEST CORNER OF HOUSE, 73 FT. SW OF POWER POLE
 BW1931'WITH TRANSFORMER, 34 FT. W OF DRIVEWAY.  IT IS A STANDARD
 BW1931'DISK STAMPED CAM NO. 2 1946.
 BW1931'
 BW1931'THE AZIMUTH MARK IS 0.2 MILE W OF STATION ON FIRST RISE WEST
 BW1931'OF STATION, 48 FT. N OF THE CENTERLINE OF HIGHWAY, 215 FT. S
 BW1931'OF FENCE LINE 32 FT. E OF PROJECTED PLANE OF E WALL OF BRICK
 BW1931'HOUSE SOUTH OF HIGHWAY, 1 FOOT N OF METAL WITNESS POST.  IT
 BW1931'IS A STANDARD DISK STAMPED CAM 1946 FLUSH WITH GROUND.
 BW1931'16B).
 BW1931'
 BW1931'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD STATION IN BROOKHAVEN,
 BW1931'GO E ON U.S. HIGHWAY 84 FOR 3.95 MILES TO THE AZIMUTH MARK ON
 BW1931'THE LEFT, CONTINUE EAST FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 BW1931'
 BW1931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BW1931'ESE OF BROOKHAVEN
 BW1931
 BW1931                          STATION RECOVERY (1968)
 BW1931
 BW1931'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW1931'THE STATION WAS VISITED 1-17-68 AND THE STATION MARK, REFERENCE
 BW1931'MARK, NO. 1 NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW1931'CONDITION.
 BW1931'
 BW1931'THE STATION IS LOCATED 4 MILES EAST SOUTHEAST OF BROOKHAVEN,
 BW1931'3.5 MILES EAST OF THE FAIR OAK SCHOOL IN THE FRONT YARD
 BW1931'OF A RED BRICK HOUSE OWNED BY ALMA FARRIS AND IS IN THE
 BW1931'SOUTHWEST 1/4 OF SECTION 22, T 7N, R 8E.  IT IS 53 FEET SOUTH
 BW1931'OF HIGHWAY 84, 62 FEET NORTH NORTHWEST OF A POWER LINE POLE
 BW1931'WITH A TRANSFORMER, 79 FEET NORTHEAST OF THE NORTHEAST CORNER
 BW1931'OF A CONCRETE BLOCK BUILDING, 122 FEET EAST OF A TELEPHONE
 BW1931'LINE POLE, 167 FEET NORTH NORTHWEST OF NORTHWEST CORNER OF
 BW1931'THE PORCH OF A RED BRICK HOUSE, 27 FEET NORTHEAST OF THE
 BW1931'CENTER OF WEST ENTRANCE OF A CIRCULAR DRIVEWAY AND 1 FOOT
 BW1931'SOUTH OF A METAL WITNESS POST.
 BW1931'
 BW1931'IT IS A STANDARD TRIANGULATION DISK, STAMPED CAM 1946 1966
 BW1931'PROJECTING 2 INCHES.
 BW1931'
 BW1931'REFERENCE MARK NO. 1 IS 169.98 FEET EAST OF THE STATION.  IT IS
 BW1931'51 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 59 FEET NORTH
 BW1931'NORTHWEST OF A POWER LINE POLE, 30 FEET EAST SOUTHEAST OF THE
 BW1931'CENTER OF THE EAST ENTRANCE OF A CIRCULAR DRIVEWAY AND 1 FOOT
 BW1931'SOUTH OF A RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK, STAMPED
 BW1931'CAM NO 1 1946 FLUSH WITH THE GROUND.
 BW1931'
 BW1931'REFERENCE MARK NO. 2 IS 111.55 FEET SOUTH SOUTHWEST OF THE
 BW1931'STATION.  IT IS 104 FEET WEST NORTHWEST OF THE CORNER OF THE
 BW1931'PORCH OF THE RED BRICK HOUSE, 73 FEET SOUTHWEST OF A POWER
 BW1931'LINE POLE WITH A TRANSFORMER, 61.5 FEET SOUTHEAST OF THE
 BW1931'SOUTHEAST CORNER OF A BLOCK BUILDING, 43 FEET WEST OF THE
 BW1931'CENTER OF THE DRIVEWAY LEADING TO THE BARN AND 11 FEET EAST
 BW1931'NORTHEAST OF A FENCE.  IT IS A STANDARD REFERENCE MARK DISK
 BW1931'STAMPED CAM NO 2 1946 FLUSH WITH THE GROUND.
 BW1931'
 BW1931'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 199.43
 BW1931'FEET.
 BW1931'
 BW1931'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 48 FEET
 BW1931'NORTH OF THE CENTER OF HIGHWAY 84, 107 FEET NORTHEAST OF A
 BW1931'RIGHT-OF-WAY MARKER, 2.5 FEET SOUTH OF A FENCE AND 1 FOOT NORTH
 BW1931'OF A METAL WITNESS POST.  (NOTE) THE STATION IS VISIBLE FROM THE
 BW1931'AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED CAM 1946
 BW1931'FLUSH WITH THE GROUND.
 BW1931'
 BW1931'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKHAVEN
 BW1931'GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE INTERSECTION
 BW1931'OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT (SOUTHEAST)
 BW1931'AND CONTINUE ON U.S. HIGHWAY 84 FOR 3.8 MILES TO AN ANGLING
 BW1931'SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 84 FOR
 BW1931'0.2 MILE TO A BRICK HOUSE ON THE RIGHT AND THE AZIMUTH ON THE
 BW1931'LEFT AS DESCRIBED.  TO REACH THE STATION CONTINUE SOUTHEAST
 BW1931'ON U.S. HIGHWAY 84 FOR 0.2 MILE TO A CIRCULAR DRIVEWAY IN
 BW1931'FRONT OF A BRICK HOUSE AND THE MARK ON THE RIGHT AS
 BW1931'DESCRIBED.
 BW1931'
 BW1931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BW1931'EAST SOUTHEAST OF BROOKHAVEN
 BW1931
 BW1931                          STATION RECOVERY (1969)
 BW1931
 BW1931'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW1931'CAM 1946 1966 - GOOD
 BW1931'
 BW1931'R.M. 1 - GOOD
 BW1931'
 BW1931'R.M. 2 - GOOD
 BW1931'
 BW1931'AZ MK - GOOD
 BW1931'
 BW1931'PREVIOUS DESCRIPTIONS ADEQUATE EXCEPT THE STATION IS EAST
 BW1931'OF BROOKHAVEN SCHOOL NOT FAIR OAK SCHOOL.  THE ABANDONED FAIR
 BW1931'OAK SCHOOL IS EAST OF THE STATION.
 BW1931
 BW1931                          STATION RECOVERY (1970)
 BW1931
 BW1931'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW1931'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 BW1931'MSHD IN 1968 EXCEPT FOR THE FOLLOWING CHANGES--(1) OMIT
 BW1931'THE REFERENCE TO FAIR OAK SCHOOL WHICH IS IN ERROR (2) THE
 BW1931'STATION IS 47 (NOT 27) FEET NE OF THE DRIVEWAY
 BW1931
 BW1931                          STATION RECOVERY (1975)
 BW1931
 BW1931'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 BW1931'THE STATION WAS VISITED 6-5-75 AND THE STATION MARK, RM NO 1, RM NO
 BW1931'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BW1931'DESCRIPTION BY H. B. T. (MSHD) IS ADEQUATE.
 BW1931'
 BW1931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 BW1931'EAST-SOUTHEAST OF BROOKHAVEN.
 BW1931
 BW1931                          STATION RECOVERY (1975)
 BW1931
 BW1931'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1931'3.8 MI ESE FROM BROOKHAVEN.
 BW1931'THE MARK IS LOCATED 3.8 MILES EAST-SOUTHEAST OF BROOKHAVEN IN THE
 BW1931'FRONT YARD OF A RED BRICK HOUSE OWNED BY ALMA FARRIS, 3.65 MILES WEST
 BW1931'OF THE FAIR OAKS SCHOOL IN THE SOUTHEAST 1/4 OF SECTION 22, T 7N, R
 BW1931'8E.  IT IS 53 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 84, 62 FEET
 BW1931'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 46 FEET EAST OF THE
 BW1931'CENTER OF THE WEST ENTRANCE DRIVEWAY, 166 FEET NORTH-NORTHWEST OF THE
 BW1931'NORTHWEST CORNER OF A RED BRICK HOUSE AND ON LINE WITH THE NORTHWEST
 BW1931'CORNER OF THE HOUSE AND A POWER POLE, 122 FEET EAST OF A TELEPHONE
 BW1931'POLE, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 BW1931'BUILDING, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BW1931'SQUARE CONCRETE POST ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BW1931'PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW1931'BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE
 BW1931'INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND
 BW1931'GO EAST ON U.S. HIGHWAY 84 FOR 3.85 MILES TO AN ANGLING SIDE ROAD
 BW1931'RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.4 MILE TO THE MARK ON
 BW1931'THE RIGHT.
 BW1931
 BW1931                          STATION RECOVERY (1983)
 BW1931
 BW1931'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (BR)
 BW1931'ALL MARKS GOOD AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1930 ***********************************************************************
 BW1930  DESIGNATION -  CAM AZ MK
 BW1930  PID         -  BW1930
 BW1930  STATE/COUNTY-  MS/LINCOLN
 BW1930  USGS QUAD   -  BROOKHAVEN (1972)
 BW1930
 BW1930                         *CURRENT SURVEY CONTROL
 BW1930  ___________________________________________________________________
 BW1930* NAD 83(1986)-  31 33 27.     (N)    090 23 02.     (W)     SCALED    
 BW1930* NAVD 88     -       152.731  (meters)     501.08   (feet)  ADJUSTED  
 BW1930  ___________________________________________________________________
 BW1930  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1930  DYNAMIC HT  -         152.544 (meters)     500.47  (feet)  COMP
 BW1930  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BW1930
 BW1930  VERT ORDER  -  SECOND    CLASS II
 BW1930
 BW1930.The horizontal coordinates were scaled from a topographic map and have
 BW1930.an estimated accuracy of +/- 6 seconds.
 BW1930
 BW1930.The orthometric height was determined by differential leveling
 BW1930.and adjusted in May 1996.
 BW1930
 BW1930.The geoid height was determined by GEOID03.
 BW1930
 BW1930.The dynamic height is computed by dividing the NAVD 88
 BW1930.geopotential number by the normal gravity value computed on the
 BW1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1930.degrees latitude (g = 980.6199 gals.).
 BW1930
 BW1930.The modeled gravity was interpolated from observed gravity values.
 BW1930
 BW1930;                    North         East    Units  Estimated Accuracy
 BW1930;SPC MS W     -   228,090.      695,200.      MT  (+/- 180 meters Scaled)
 BW1930
 BW1930                          SUPERSEDED SURVEY CONTROL
 BW1930
 BW1930  NGVD 29 (??/??/92)  152.743  (m)          501.12   (f) ADJ UNCH    2 2
 BW1930
 BW1930.Superseded values are not recommended for survey control.
 BW1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1930.See file dsdata.txt to determine how the superseded data were derived.
 BW1930
 BW1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ483943(NAD 83)
 BW1930_MARKER: DZ = AZIMUTH MARK DISK
 BW1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1930_STAMPING: CAM 1946
 BW1930_MARK LOGO: CGS   
 BW1930_PROJECTION: FLUSH
 BW1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1930+STABILITY: SURFACE MOTION
 BW1930
 BW1930  HISTORY     - Date     Condition        Report By
 BW1930  HISTORY     - 1946     MONUMENTED       CGS
 BW1930  HISTORY     - 1975     GOOD             MSHD
 BW1930
 BW1930                          STATION DESCRIPTION
 BW1930
 BW1930'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1930'3.6 MI ESE FROM BROOKHAVEN.
 BW1930'THE MARK IS LOCATED 3.6 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1930'BROOKHAVEN ON THE NORTH ROW OF U.S. HIGHWAY 84 IN THE NORTHWEST 1/4 OF
 BW1930'THE SOUTHEAST 1/4 OF SECTION 22, T 7N, R 8E.  IT IS 48 FEET NORTH OF
 BW1930'THE CENTER OF HIGHWAY 84, 32 FEET EAST OF THE PROJECTED PLANE OF THE
 BW1930'EAST WALL OF A BRICK HOUSE ON THE OPPOSITE SIDE OF THE HIGHWAY, 107
 BW1930'FEET NORTHEAST OF A ROW MARKER, 2.5 FEET SOUTH OF A FENCE, 1 FOOT
 BW1930'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST
 BW1930'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 BW1930'REACH FROM THE U.S. POST OFFICE IN BROOKHAVEN GO NORTHEAST ON JACKSON
 BW1930'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO
 BW1930'STREET).  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 84 FOR 3.85 MILES TO
 BW1930'AN ANGLING SIDE ROAD RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.2
 BW1930'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1933 ***********************************************************************
 BW1933  DESIGNATION -  CAM RM 1
 BW1933  PID         -  BW1933
 BW1933  STATE/COUNTY-  MS/LINCOLN
 BW1933  USGS QUAD   -  BROOKHAVEN (1972)
 BW1933
 BW1933                         *CURRENT SURVEY CONTROL
 BW1933  ___________________________________________________________________
 BW1933* NAD 83(1986)-  31 33 23.     (N)    090 22 49.     (W)     SCALED    
 BW1933* NAVD 88     -       151.006  (meters)     495.43   (feet)  ADJUSTED  
 BW1933  ___________________________________________________________________
 BW1933  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1933  DYNAMIC HT  -         150.822 (meters)     494.82  (feet)  COMP
 BW1933  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BW1933
 BW1933  VERT ORDER  -  SECOND    CLASS II
 BW1933
 BW1933.The horizontal coordinates were scaled from a topographic map and have
 BW1933.an estimated accuracy of +/- 6 seconds.
 BW1933
 BW1933.The orthometric height was determined by differential leveling
 BW1933.and adjusted in May 1996.
 BW1933
 BW1933.The geoid height was determined by GEOID03.
 BW1933
 BW1933.The dynamic height is computed by dividing the NAVD 88
 BW1933.geopotential number by the normal gravity value computed on the
 BW1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1933.degrees latitude (g = 980.6199 gals.).
 BW1933
 BW1933.The modeled gravity was interpolated from observed gravity values.
 BW1933
 BW1933;                    North         East    Units  Estimated Accuracy
 BW1933;SPC MS W     -   227,960.      695,540.      MT  (+/- 180 meters Scaled)
 BW1933
 BW1933                          SUPERSEDED SURVEY CONTROL
 BW1933
 BW1933  NGVD 29 (??/??/92)  151.018  (m)          495.46   (f) ADJ UNCH    2 2
 BW1933
 BW1933.Superseded values are not recommended for survey control.
 BW1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1933.See file dsdata.txt to determine how the superseded data were derived.
 BW1933
 BW1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ486942(NAD 83)
 BW1933_MARKER: DR = REFERENCE MARK DISK
 BW1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1933_STAMPING: CAM NO 1 1946
 BW1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1933+STABILITY: SURFACE MOTION
 BW1933
 BW1933  HISTORY     - Date     Condition        Report By
 BW1933  HISTORY     - 1946     MONUMENTED       CGS
 BW1933  HISTORY     - 1975     GOOD             MSHD
 BW1933
 BW1933                          STATION DESCRIPTION
 BW1933
 BW1933'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1933'3.8 MI ESE FROM BROOKHAVEN.
 BW1933'THE MARK IS LOCATED 3.8 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1933'BROOKHAVEN ON THE SOUTH ROW OF U.S. HIGHWAY 84 IN FRONT OF A RED BRICK
 BW1933'HOUSE OWNED BY ALMA FARRIS, 3.65 MILES WEST OF THE FAIR OAKS SCHOOL IN
 BW1933'THE SOUTHEAST 1/4 OF SECTION 22, T 7N, R 8E.  IT IS 169.98 FEET EAST
 BW1933'OF THE STATION, 51 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 59 FEET
 BW1933'NORTH-NORTHWEST OF A POWER POLE, 30 FEET EAST-SOUTHEAST OF THE CENTER
 BW1933'OF THE EAST ENTRANCE TO A CIRCULAR DRIVEWAY, 1 FOOT SOUTH OF A ROW
 BW1933'MERKER SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE
 BW1933'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH
 BW1933'FROM THE U.S. POST OFFICE IN BROOKHAVEN GO NORTHEAST ON JACKSON STREET
 BW1933'FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO
 BW1933'STREET).  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 84 FOR 3.85 MILES TO
 BW1933'AN ANGLING SIDE ROAD RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.4
 BW1933'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1932 ***********************************************************************
 BW1932  DESIGNATION -  CAM RM 2
 BW1932  PID         -  BW1932
 BW1932  STATE/COUNTY-  MS/LINCOLN
 BW1932  USGS QUAD   -  BROOKHAVEN (1972)
 BW1932
 BW1932                         *CURRENT SURVEY CONTROL
 BW1932  ___________________________________________________________________
 BW1932* NAD 83(1986)-  31 33 22.     (N)    090 22 51.     (W)     SCALED    
 BW1932* NAVD 88     -       151.070  (meters)     495.64   (feet)  ADJUSTED  
 BW1932  ___________________________________________________________________
 BW1932  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW1932  DYNAMIC HT  -         150.886 (meters)     495.03  (feet)  COMP
 BW1932  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BW1932
 BW1932  VERT ORDER  -  SECOND    CLASS II
 BW1932
 BW1932.The horizontal coordinates were scaled from a topographic map and have
 BW1932.an estimated accuracy of +/- 6 seconds.
 BW1932
 BW1932.The orthometric height was determined by differential leveling
 BW1932.and adjusted in May 1996.
 BW1932
 BW1932.The geoid height was determined by GEOID03.
 BW1932
 BW1932.The dynamic height is computed by dividing the NAVD 88
 BW1932.geopotential number by the normal gravity value computed on the
 BW1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1932.degrees latitude (g = 980.6199 gals.).
 BW1932
 BW1932.The modeled gravity was interpolated from observed gravity values.
 BW1932
 BW1932;                    North         East    Units  Estimated Accuracy
 BW1932;SPC MS W     -   227,930.      695,490.      MT  (+/- 180 meters Scaled)
 BW1932
 BW1932                          SUPERSEDED SURVEY CONTROL
 BW1932
 BW1932  NGVD 29 (??/??/92)  151.082  (m)          495.67   (f) ADJ UNCH    2 2
 BW1932
 BW1932.Superseded values are not recommended for survey control.
 BW1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1932.See file dsdata.txt to determine how the superseded data were derived.
 BW1932
 BW1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ486942(NAD 83)
 BW1932_MARKER: DR = REFERENCE MARK DISK
 BW1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1932_STAMPING: CAM NO 2 1946
 BW1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1932+STABILITY: SURFACE MOTION
 BW1932
 BW1932  HISTORY     - Date     Condition        Report By
 BW1932  HISTORY     - 1946     MONUMENTED       CGS
 BW1932  HISTORY     - 1975     GOOD             MSHD
 BW1932
 BW1932                          STATION DESCRIPTION
 BW1932
 BW1932'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1932'3.8 MI ESE FROM BROOKHAVEN.
 BW1932'THE MARK IS LOCATED 3.8 MILES EAST-SOUTHEAST OF THE CENTER OF
 BW1932'BROOKHAVEN JUST WEST OF A DRIVEWAY OF THE WEST SIDE OF A RED BRICK
 BW1932'HOUSE OWNED BY ALMA FARRIS, 3.65 MILES WEST OF THE FAIR OAKS SCHOOL IN
 BW1932'THE SOUTHEAST 1/4 OF SECTION 22, T 7N, R 8E.  IT IS 111.55 FEET
 BW1932'SOUTH-SOUTHWEST OF THE STATION, 104 FEET WEST-NORTHWEST OF THE
 BW1932'NORTHWEST CORNER OF THE PORCH OF A RED BRICK HOUSE, 73 FEET SOUTHWEST
 BW1932'OF A POWER POLE WITH A TRANSFORMER, 61.5 FEET SOUTHEAST OF THE
 BW1932'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 13 FEET EAST OF A
 BW1932'TELEPHONE POLE, 11 FEET EAST-NORTHEAST OF A FENCE SET IN THE TOP OF A
 BW1932'SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 BW1932'THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN BROOKHAVEN
 BW1932'GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE INTERSECTION OF
 BW1932'U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND GO EAST ON U.S.
 BW1932'HIGHWAY 84 FOR 3.85 MILES TO AN ANGLING SIDE ROAD RIGHT.  CONTINUE
 BW1932'EAST ON U.S. HIGHWAY 84 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1448 ***********************************************************************
 CO1448  DESIGNATION -  CAMDEN
 CO1448  PID         -  CO1448
 CO1448  STATE/COUNTY-  MS/MADISON
 CO1448  USGS QUAD   -  CAMERON (1964)
 CO1448
 CO1448                         *CURRENT SURVEY CONTROL
 CO1448  ___________________________________________________________________
 CO1448* NAD 83(1993)-  32 46 17.83897(N)    089 53 12.49276(W)     ADJUSTED  
 CO1448* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CO1448  ___________________________________________________________________
 CO1448  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CO1448  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CO1448  HORZ ORDER  -  SECOND
 CO1448
 CO1448.The horizontal coordinates were established by classical geodetic methods
 CO1448.and adjusted by the National Geodetic Survey in May 1994.
 CO1448
 CO1448.The orthometric height was scaled from a topographic map.
 CO1448
 CO1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1448
 CO1448.The geoid height was determined by GEOID03.
 CO1448
 CO1448;                    North         East     Units Scale Factor Converg.
 CO1448;SPC MS W     -   362,801.190   741,834.905   MT  0.99997157   +0 14 30.1
 CO1448;SPC MS W     - 1,190,290.24  2,433,836.68   sFT  0.99997157   +0 14 30.1
 CO1448;SPC MS E     -   363,204.139   201,299.584   MT  1.00007008   -0 34 13.0
 CO1448;SPC MS E     - 1,191,612.25    660,430.39   sFT  1.00007008   -0 34 13.0
 CO1448;UTM  16      - 3,629,658.731   229,586.504   MT  1.00050175   -1 33 48.8
 CO1448
 CO1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1448!SPC MS W     -   0.99998731  x   0.99997157  =   0.99995888
 CO1448!SPC MS E     -   0.99998731  x   1.00007008  =   1.00005739
 CO1448!UTM  16      -   0.99998731  x   1.00050175  =   1.00048906
 CO1448
 CO1448|---------------------------------------------------------------------|
 CO1448| PID    Reference Object                     Distance      Geod. Az  |
 CO1448|                                                           dddmmss.s |
 CO1448| CG1256 CAMDEN RM 1                          24.228 METERS 03508     |
 CO1448| CO1438 CAMDEN SACRED HEART SCHOOL WATER TA APPROX. 7.0 KM 1201422.9 |
 CO1448| CO1442 SHARON                              APPROX.13.0 KM 1991222.9 |
 CO1448| CG1255 CAMDEN AZ MK                                       2252802.8 |
 CO1448| CG1257 CAMDEN RM 2                          21.376 METERS 28020     |
 CO1448|---------------------------------------------------------------------|
 CO1448
 CO1448                          SUPERSEDED SURVEY CONTROL
 CO1448
 CO1448  NAD 83(1986)-  32 46 17.85128(N)    089 53 12.49017(W) AD(       ) 2
 CO1448  NAD 27      -  32 46 17.37240(N)    089 53 12.19180(W) AD(       ) 2
 CO1448
 CO1448.Superseded values are not recommended for survey control.
 CO1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1448.See file dsdata.txt to determine how the superseded data were derived.
 CO1448
 CO1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2958729659(NAD 83)
 CO1448_MARKER: DS = TRIANGULATION STATION DISK
 CO1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1448_SP_SET: CONCRETE POST
 CO1448_STAMPING: CAMDEN 1959
 CO1448_MARK LOGO: CGS   
 CO1448_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1448+STABILITY: SURFACE MOTION
 CO1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1448+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 CO1448
 CO1448  HISTORY     - Date     Condition        Report By
 CO1448  HISTORY     - 1959     MONUMENTED       CGS
 CO1448  HISTORY     - 1959     GOOD             CGS
 CO1448  HISTORY     - 1964     GOOD             CGS
 CO1448  HISTORY     - 1982     GOOD             NGS
 CO1448  HISTORY     - 19890418 GOOD             MSHD
 CO1448
 CO1448                          STATION DESCRIPTION
 CO1448
 CO1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1448'STATION IS LOCATED ABOUT 11 MILES NORTH AND 7-1/2 MILES EAST OF
 CO1448'CANTON, 3 MILES WEST AND 1/2 MILE SOUTH OF CAMDEN, IN THE
 CO1448'NORTHEAST 1/4 OF SECTION 28, T 11 N, R 4 E.  IT IS ON PROPERTY
 CO1448'OWNED BY MR. R.B. NICHOLS.
 CO1448'
 CO1448'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 CO1448'16 IN THE NORTH EDGE OF CANTON BY GOING NORTHERLY ON HIGHWAY 51
 CO1448'FOR 8.15 MILES TO CROSSROADS AND SIGN ALLISONS WELLS HOTEL ON
 CO1448'THE LEFT, CONTINUE NORTHERLY ON HIGHWAY 51 FOR 2.0 MILES TO
 CO1448'CROSSROADS AND RAYS GROCERY AND STATION IN THE NORTHEAST ANGLE
 CO1448'OF INTERSECTION, TURN RIGHT AND FOLLOW MACADAM ROAD EASTERLY FOR
 CO1448'6.0 MILES TO TOP OF LOW RIDGE AND SIDE ROAD RIGHT AND DIM TRACK
 CO1448'ROAD LEADING TO LEFT (TO REACH THE AZIMUTH MARK FROM THIS
 CO1448'POINT TURN RIGHT FOR 0.1 MILE TO TRACK ROAD RIGHT AND MARK ON
 CO1448'THE RIGHT), TURN LEFT ON DIM TRACK ROAD FOR 0.05 MILE TO
 CO1448'THE MARK ON THE RIGHT.
 CO1448'
 CO1448'STATION MARKS ARE STANDARD DISKS, STAMPED CAMDEN 1959.  THE
 CO1448'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CO1448'POST PROJECTING 7 INCHES.  IT IS 142 FEET NORTH OF THE CENTER OF
 CO1448'A MACADAM ROAD, 50 FEET SOUTH OF A TRIANGLE BLAZE ON THE SOUTH
 CO1448'SIDE OF A 24-INCH, OAK TREE AND 18 FEET SOUTHEAST OF THE CENTER
 CO1448'OF A TRACK ROAD.  A METAL, WITNESS SIGN POST WAS SET 1.6 FEET
 CO1448'SOUTH OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN
 CO1448'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CO1448'
 CO1448'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMDEN NO 1 1959,
 CO1448'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CO1448'6 INCHES.  IT IS 195 FEET NORTH OF THE CENTER OF THE MACADAM ROAD,
 CO1448'44 FEET EAST OF THE TRIANGLE BLAZE, 4 FEET NORTH OF THE CENTER
 CO1448'OF THE TRACK ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 CO1448'
 CO1448'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMDEN NO 2 1959,
 CO1448'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 8
 CO1448'INCHES.  IT IS 173 FEET NORTH OF THE CENTER OF THE MACADAM ROAD,
 CO1448'82 FEET WEST OF THE TRIANGLE BLAZE, 34 FEET NORTHWEST OF THE
 CO1448'CENTER OF THE TRACK ROAD AND 12 FEET NORTH OF A WIRE FENCE.
 CO1448'
 CO1448'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS 125.94
 CO1448'FEET OR (38.386) METERS.
 CO1448'
 CO1448'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMDEN 1959, SET IN THE
 CO1448'TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 5 INCHES.  IT
 CO1448'IS 43 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 21 FEET WEST OF
 CO1448'A TRIANGLE BLAZE ON THE EAST SIDE OF A 6-INCH PINE TREE AND
 CO1448'27 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD.  A METAL,
 CO1448'WITNESS SIGN POST WAS SET 1.3 FEET SOUTHEAST OF THE MARK.  A
 CO1448'SMALL AMOUNT OF CLEARING WILL BE NECESSARY TO SEE THIS MARK
 CO1448'FROM THE GROUND AT THE STATION.
 CO1448'
 CO1448'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1448
 CO1448                          STATION RECOVERY (1959)
 CO1448
 CO1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CO1448'RECOVERED IN GOOD CONDITION.
 CO1448
 CO1448                          STATION RECOVERY (1964)
 CO1448
 CO1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CO1448'THE STATION WAS VISITED IN AUGUST OF 1964 AND ALL MARKS WERE
 CO1448'FOUND IN GOOD CONDITION.
 CO1448'
 CO1448'THE DESCRIPTION IS ADEQUATE.
 CO1448
 CO1448                          STATION RECOVERY (1982)
 CO1448
 CO1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CO1448'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION  IS
 CO1448'ADEQUATE AND COMPLETE FOR RECOVERY WITH THE FOLLOWING EXCEPTIONS.
 CO1448'THE WOODS ROAD IS NOW DIFFICULT TO FIND.  THE AZIMUTH MARK IS NOT
 CO1448'VISIBLE FROM THE STATION DUE TO TREES.  METAL WITNESS POSTS AND SIGNS
 CO1448'WERE SET AT EACH MARK.
 CO1448
 CO1448                          STATION RECOVERY (1989)
 CO1448
 CO1448'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1448'THE STATION MARK, RM NO.1, RM NO.2 AND THE AZIMUTH MARK WERE FOUND IN
 CO1448'GOOD CONDITION. THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE
 CO1448'TO TREES.
 CO1448'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 16, AT
 CO1448'THE NORTH EDGE OF CANTON, GO NORTH ON U.S. 51 FOR 16.34 KM (10.15 MI)
 CO1448'TO A CROSSROAD, TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 9.66 KM
 CO1448'(6.00 MI) TO A SIDE ROAD RIGHT, TO REACH THE AZIMUTH MARK TURN RIGHT
 CO1448'AND GO SOUTHWEST ON A GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO THE MARK ON
 CO1448'THE RIGHT, CONTINUE EAST ON A PAVED ROAD FOR 0.08 KM (0.05 MI) TO A
 CO1448'WOODS ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST FOR 0.08 KM
 CO1448'(0.05 MI) TO TOP OF HILL AND THE STATION ON THE RIGHT.
 CO1448'STATION IS A STANDARD DISK, STAMPED---CAMDEN 1959---SET IN THE TOP OF
 CO1448'A SQUARE CONCRETE POST, PROJECTING 0.1 M (0.3 FT) . IT IS 43.28 M
 CO1448'(142.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 10.36 M (34.0 FT) EAST
 CO1448'OF A 10 INCH OAK, 5.79 M (19.0 FT) NORTH OF A 7 INCH OAK, 3.05 M
 CO1448'(10.0 FT) SOUTH OF THE CENTER OF A WOODS ROAD AND 0.61 M (2.0 FT)
 CO1448'NORTH OF A METAL WITNESS POST.
 CO1448'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED---CAMDEN NO 1
 CO1448'1959---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.1 M
 CO1448'(0.3 FT) . IT IS 59.44 M (195.0 FT) NORTH OF THE CENTER OF A PAVED
 CO1448'ROAD, 21.34 M (70.0 FT) WEST OF A 20 INCH OAK, 9.91 M (32.5 FT)
 CO1448'SOUTHEAST OF AN 18 INCH OAK, 4.27 M (14.0 FT) NORTHEAST OF A 9 INCH
 CO1448'OAK, 1.83 M (6.0 FT) NORTH OF THE CENTER OF A WOODS ROAD AND 0.3 M
 CO1448'(1.0 FT) SOUTH OF A METAL WITNESS POST.
 CO1448'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---CAMDEN NO 2
 CO1448'1959---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.15 M
 CO1448'(0.5 FT) . IT IS 52.73 M (173.0 FT) NORTH OF THE CENTER OF A PAVED
 CO1448'ROAD, 15.54 M (51.0 FT) NORTHWEST OF A 10 INCH OAK, 14.78 M (48.5 FT)
 CO1448'SOUTHEAST OF AN 8 INCH OAK, 8.53 M (28.0 FT) NORTH OF THE CENTER OF A
 CO1448'WOODS ROAD AND 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.
 CO1448'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CAMDEN 1959---SET IN THE
 CO1448'TOP OF A SQUARE CONCRETE POST PROJECTING 0.1 M (0.3 FT) . IT IS 45.11
 CO1448'M (148.0 FT) EAST NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 38.25
 CO1448'M (125.5 FT) NORTHEAST OF A POWER POLE WITH A GUY WIRE, 13.11 M
 CO1448'(43.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 7.62 M (25.0 FT)
 CO1448'NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND 0.46 M (1.5 FT)
 CO1448'NORTHWERST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1447 ***********************************************************************
 CO1447  DESIGNATION -  CAMDEN LOOKOUT TOWER
 CO1447  PID         -  CO1447
 CO1447  STATE/COUNTY-  MS/MADISON
 CO1447  USGS QUAD   -  CAMDEN (1964)
 CO1447
 CO1447                         *CURRENT SURVEY CONTROL
 CO1447  ___________________________________________________________________
 CO1447* NAD 83(1993)-  32 49 14.77516(N)    089 46 13.60486(W)     ADJUSTED  
 CO1447* NAVD 88     -              **(meters)            **(feet)            
 CO1447  ___________________________________________________________________
 CO1447  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CO1447  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1447  HORZ ORDER  -  THIRD
 CO1447
 CO1447.The horizontal coordinates were established by classical geodetic methods
 CO1447.and adjusted by the National Geodetic Survey in May 1994.
 CO1447
 CO1447
 CO1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1447
 CO1447.The geoid height was determined by GEOID03.
 CO1447
 CO1447;                    North         East     Units Scale Factor Converg.
 CO1447;SPC MS W     -   368,303.668   752,707.466   MT  0.99998424   +0 18 18.4
 CO1447;SPC MS W     - 1,208,342.95  2,469,507.74   sFT  0.99998424   +0 18 18.4
 CO1447;SPC MS E     -   368,552.308   212,249.952   MT  1.00004491   -0 30 28.7
 CO1447;SPC MS E     - 1,209,158.70    696,356.72   sFT  1.00004491   -0 30 28.7
 CO1447;UTM  16      - 3,634,818.259   240,632.499   MT  1.00042957   -1 30 08.8
 CO1447
 CO1447                          SUPERSEDED SURVEY CONTROL
 CO1447
 CO1447  NAD 83(1986)-  32 49 14.78702(N)    089 46 13.60279(W) AD(       ) 4
 CO1447  NAD 27      -  32 49 14.31100(N)    089 46 13.31100(W) AD(       ) 3
 CO1447
 CO1447.Superseded values are not recommended for survey control.
 CO1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1447.See file dsdata.txt to determine how the superseded data were derived.
 CO1447
 CO1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB4063234818(NAD 83)
 CO1447_MARKER: 57 = LOOKOUT TOWER
 CO1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1447+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 CO1447
 CO1447  HISTORY     - Date     Condition        Report By
 CO1447  HISTORY     - 1959     FIRST OBSERVED   CGS
 CO1447  HISTORY     - 1959     GOOD             CGS
 CO1447  HISTORY     - 1965     GOOD             CGS
 CO1447  HISTORY     - 19890418 GOOD             MSHD
 CO1447  HISTORY     - 20030621 GOOD             INDIV
 CO1447
 CO1447                          STATION DESCRIPTION
 CO1447
 CO1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1447'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 12 MILES EAST OF
 CO1447'PICKENS AND 4 MILES EAST AND 2-3/4 MILES NORTH OF CAMDEN.  THE
 CO1447'GLASS ENCLOSED CAB IS SUPPORTED BY FOUR STEEL LEGS IS GRAY IN
 CO1447'COLOR AND IS 110 FEET HIGH.  IT IS THE PROPERTY OF THE MISSISSIPPI
 CO1447'STATE FOREST SERVICE.  A MEASUREMENT WAS MADE TO THE DETERMINED
 CO1447'CENTER OF THE BASE OF THE TOWER FROM TRIANGULATION STATION
 CO1447'MANSELL 1934 1959 AND THE DISTANCE IS 33.59 FEET AND OR 10.238
 CO1447'METERS NORTHEAST OF THE MARK.
 CO1447
 CO1447                          STATION RECOVERY (1959)
 CO1447
 CO1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CO1447'RECOVERED IN GOOD CONDITION.
 CO1447
 CO1447                          STATION RECOVERY (1965)
 CO1447
 CO1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AMC)
 CO1447'THE TOWER WAS VISITED AND FOUND IN GOOD CONDITION.
 CO1447'
 CO1447'THE 1959 DESCRIPTION IS ADEQUATE.
 CO1447
 CO1447                          STATION RECOVERY (1989)
 CO1447
 CO1447'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1447'STATION WAS FOUND TO BE STANDING AND IN GOOD CONDITION. THE
 CO1447'DISCRIPTION BY O.S.R. 1959 IS ADEQUATE EXCEPT FOR THE TO REACH.
 CO1447'TO REACH FROM THE POST OFFICE IN CAMDEN GO EAST ON A PAVED ROAD FOR
 CO1447'2.17 KM (1.35 MI) TO A SIDE ROAD LEFT TURN LEFT AND GO NORTHEAST ON A
 CO1447'GRAVEL ROAD FOR 6.6 KM (4.10 MI) TO THE TOWER ON THE LEFT.
 CO1447
 CO1447                          STATION RECOVERY (2003)
 CO1447
 CO1447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CLG)
 CO1447'THE STATION WAS FOUND TO BE STANDING AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1438 ***********************************************************************
 CO1438  DESIGNATION -  CAMDEN SACRED HEART SCHOOL WATER TANK
 CO1438  PID         -  CO1438
 CO1438  STATE/COUNTY-  MS/MADISON
 CO1438  USGS QUAD   -  FARMHAVEN (1988)
 CO1438
 CO1438                         *CURRENT SURVEY CONTROL
 CO1438  ___________________________________________________________________
 CO1438* NAD 83(1993)-  32 44 22.53556(N)    089 49 18.57849(W)     ADJUSTED  
 CO1438* NAVD 88     -              **(meters)            **(feet)            
 CO1438  ___________________________________________________________________
 CO1438  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CO1438  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CO1438  HORZ ORDER  -  THIRD
 CO1438
 CO1438.The horizontal coordinates were established by classical geodetic methods
 CO1438.and adjusted by the National Geodetic Survey in May 1994.
 CO1438
 CO1438
 CO1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1438
 CO1438.The geoid height was determined by GEOID03.
 CO1438
 CO1438;                    North         East     Units Scale Factor Converg.
 CO1438;SPC MS W     -   359,276.869   747,939.675   MT  0.99997833   +0 16 35.9
 CO1438;SPC MS W     - 1,178,727.53  2,453,865.42   sFT  0.99997833   +0 16 35.9
 CO1438;SPC MS E     -   359,593.379   207,354.352   MT  1.00005580   -0 32 04.7
 CO1438;SPC MS E     - 1,179,765.94    680,295.07   sFT  1.00005580   -0 32 04.7
 CO1438;UTM  16      - 3,625,942.045   235,580.310   MT  1.00046222   -1 31 37.2
 CO1438
 CO1438                          SUPERSEDED SURVEY CONTROL
 CO1438
 CO1438  NAD 83(1986)-  32 44 22.54754(N)    089 49 18.57568(W) AD(       ) 4
 CO1438  NAD 27      -  32 44 22.07000(N)    089 49 18.29200(W) AD(       ) 3
 CO1438
 CO1438.Superseded values are not recommended for survey control.
 CO1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1438.See file dsdata.txt to determine how the superseded data were derived.
 CO1438
 CO1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3558025942(NAD 83)
 CO1438_MARKER: 53 = ELEVATED TANK
 CO1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1438+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 CO1438
 CO1438  HISTORY     - Date     Condition        Report By
 CO1438  HISTORY     - 1959     FIRST OBSERVED   CGS
 CO1438  HISTORY     - 1959     GOOD             CGS
 CO1438  HISTORY     - 19890613 SEE DESCRIPTION  MSHD
 CO1438
 CO1438                          STATION DESCRIPTION
 CO1438
 CO1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1438'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  IT IS AN
 CO1438'ELEVATED TANK, SUPPORTED BY FOUR ANGLE-IRON LEGS, PAINTED
 CO1438'ALUMINUM IN COLOR AND 90 FEET HIGH.  IT IS LOCATED IN THE
 CO1438'WEST PORTION OF THE GROUNDS OF THE CATHOLIC SCHOOL ABOUT 2-1/2
 CO1438'MILES SOUTH OF CAMDEN.
 CO1438
 CO1438                          STATION RECOVERY (1959)
 CO1438
 CO1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CO1438'RECOVERED IN GOOD CONDITION.
 CO1438
 CO1438                          STATION RECOVERY (1989)
 CO1438
 CO1438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1438'THE STATION SITE WAS VISITED AND THE TANK WAS FOUND TO HAVE BEEN TORN
 CO1438'DOWN AND NOTHING LEFT TO INDICATE ITS LOCATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1524 ***********************************************************************
 BV1524  DESIGNATION -  CAMEL
 BV1524  PID         -  BV1524
 BV1524  STATE/COUNTY-  MS/PERRY
 BV1524  USGS QUAD   -  RICHTON (1964)
 BV1524
 BV1524                         *CURRENT SURVEY CONTROL
 BV1524  ___________________________________________________________________
 BV1524* NAD 83(1993)-  31 21 58.12590(N)    088 56 22.56724(W)     ADJUSTED  
 BV1524* NAVD 88     -        52.970  (meters)     173.79   (feet)  ADJUSTED  
 BV1524  ___________________________________________________________________
 BV1524  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BV1524  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BV1524  DYNAMIC HT  -          52.905 (meters)     173.57  (feet)  COMP
 BV1524  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BV1524
 BV1524  HORZ ORDER  -  SECOND
 BV1524  VERT ORDER  -  SECOND    CLASS II
 BV1524
 BV1524.The horizontal coordinates were established by classical geodetic methods
 BV1524.and adjusted by the National Geodetic Survey in May 1994.
 BV1524
 BV1524.The orthometric height was determined by differential leveling
 BV1524.and adjusted in May 1996.
 BV1524
 BV1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1524
 BV1524.The geoid height was determined by GEOID03.
 BV1524
 BV1524.The dynamic height is computed by dividing the NAVD 88
 BV1524.geopotential number by the normal gravity value computed on the
 BV1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1524.degrees latitude (g = 980.6199 gals.).
 BV1524
 BV1524.The modeled gravity was interpolated from observed gravity values.
 BV1524
 BV1524;                    North         East     Units Scale Factor Converg.
 BV1524;SPC MS E     -   206,875.158   289,890.376   MT  0.99995126   -0 03 19.1
 BV1524;SPC MS E     -   678,722.91    951,082.01   sFT  0.99995126   -0 03 19.1
 BV1524;UTM  16      - 3,471,806.881   315,528.842   MT  1.00001974   -1 00 35.5
 BV1524
 BV1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1524!SPC MS E     -   0.99999590  x   0.99995126  =   0.99994716
 BV1524!UTM  16      -   0.99999590  x   1.00001974  =   1.00001564
 BV1524
 BV1524:                Primary Azimuth Mark                     Grid Az
 BV1524:SPC MS E     -  CASINO                                   162 16 30.5
 BV1524:UTM  16      -  CASINO                                   163 13 46.9
 BV1524
 BV1524|---------------------------------------------------------------------|
 BV1524| PID    Reference Object                     Distance      Geod. Az  |
 BV1524|                                                           dddmmss.s |
 BV1524| BV1517 CASINO                              APPROX. 1.0 KM 1621311.4 |
 BV1524| BV1797 CAMEL RM 1                           13.330 METERS 22528     |
 BV1524| BV1798 CAMEL RM 2                           18.980 METERS 28218     |
 BV1524|---------------------------------------------------------------------|
 BV1524
 BV1524                          SUPERSEDED SURVEY CONTROL
 BV1524
 BV1524  NAD 83(1993)-  31 21 58.13870(N)    088 56 22.56434(W) AD(       ) 2
 BV1524  NAD 83(1986)-  31 21 58.14088(N)    088 56 22.56451(W) AD(       ) 2
 BV1524  NAD 27      -  31 21 57.50400(N)    088 56 22.37700(W) AD(       ) 2
 BV1524
 BV1524.Superseded values are not recommended for survey control.
 BV1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1524.See file dsdata.txt to determine how the superseded data were derived.
 BV1524
 BV1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1552971807(NAD 83)
 BV1524_MARKER: DE = TRAVERSE STATION DISK
 BV1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1524_SP_SET: CONCRETE POST
 BV1524_STAMPING: CAMEL 1921
 BV1524_MARK LOGO: CGS   
 BV1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1524+STABILITY: SURFACE MOTION
 BV1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1524+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV1524
 BV1524  HISTORY     - Date     Condition        Report By
 BV1524  HISTORY     - 1921     MONUMENTED       CGS
 BV1524  HISTORY     - 1921     GOOD             CGS
 BV1524  HISTORY     - 1956     GOOD             LOCSUR
 BV1524  HISTORY     - 1966     GOOD             MSHD
 BV1524  HISTORY     - 19870203 GOOD             MSHD
 BV1524
 BV1524                          STATION DESCRIPTION
 BV1524
 BV1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1524'STATION IS 1-1/4 MILES N OF RICHTON ON THE E (RIGHT) SIDE OF TRACK,
 BV1524'ON EXTENSION OF BACK AND FORWARD TANGENT OF E (RIGHT) RAIL, 70
 BV1524'METERS N OF MILEPOST 83, AND 25 METERS E OF RAILRAOD PROPERTY FENCE
 BV1524'LINE, 45 METERS S OF W RAILROAD CROSSING, 26.36 METERS (86.48
 BV1524'FEET) E OF E AND NEAREST RAIL.
 BV1524'
 BV1524'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1524'SET IN CONCRETE.
 BV1524'
 BV1524'REFERENCE MARKS ARE ON SAME SIDE OF TRACK 0.3 METER W OF E RAILROAD
 BV1524'PROPERTY FENCE LINE.
 BV1524
 BV1524                          STATION RECOVERY (1921)
 BV1524
 BV1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 BV1524'RECOVERED IN GOOD CONDITION.
 BV1524
 BV1524                          STATION RECOVERY (1956)
 BV1524
 BV1524'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (SAM)
 BV1524'LETTER OF MR. SIDNEY A. MEEKS, 1442 LEE STREET, LAUREL, MISS., DATED
 BV1524'JULY 4, 1956--
 BV1524'
 BV1524'STATION IS IN A CULTIVATED FIELD AND IN GOOD CONDITION. IT IS FLUSH
 BV1524'WITH THE TOP OF THE GROUND. REFERENCE MARKS PRESUMED LOST.
 BV1524
 BV1524                          STATION RECOVERY (1966)
 BV1524
 BV1524'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1524'THE STATION WAS VISITED 1-21-66 AND WAS FOUND IN GOOD CONDITION. R.M.
 BV1524'1 AND R.M. 2 WERE NOT FOUND.
 BV1524'
 BV1524'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BV1524'OFFICE IN RICHTON GO NORTH ON HIGHWAY 15 FOR 0.95 MILES TO A SIDE
 BV1524'ROAD ON THE LEFT, TURN LEFT AND GO 0.35 MILES TO A FIELD ROAD ON
 BV1524'THE LEFT, TURN LEFT AND GO APPROXIMATELY 100 FEET TO THE MARK ON
 BV1524'THE LEFT AS DESCRIBED. THE STATION DISK IS STAMPED CAMEL 1921 AND
 BV1524'IS FLUSH WITH THE GROUND.
 BV1524'
 BV1524'IT IS 66.5 FEET NORTHEAST OF TELEPHONE POLE NO. 4973, 58.4 FEET
 BV1524'SOUTHEAST OF A 8 INCH GUM, 42 FEET NORTHEAST OF RAILROAD PROPERTY
 BV1524'FENCE, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 BV1524
 BV1524                          STATION RECOVERY (1987)
 BV1524
 BV1524'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1524'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV1524'MARK IS LOCATED 1.93 KM (1.20 MI) NORTH OF RICHTON IN THE SOUTHEAST
 BV1524'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH AN ABANDONED RAILROAD BED
 BV1524'IN SECTION 30, T5N, R9W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO
 BV1524'NORTH ON STATE HIGHWAY 15 FOR 1.61 KM (1.00 MI) TO A SIDE ROAD LEFT.
 BV1524'TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 0.48 KM (0.30 MI) TO A
 BV1524'PRIVATE ROAD AND THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN
 BV1524'THE TOP OF A SQUARE CONCRETE POST.  IT IS 45.42 SOUTHWEST CENTER MAIN
 BV1524'GRAVEL ROAD, 27.43 M (90.0 FT) NORTHEAST OF CENTER OLD RAILROAD BED,
 BV1524'18.90 M (62.0 FT) SOUTHEAST OF CENTER OF PRIVATE ROAD, 17.68 M
 BV1524'(58.0 FT) EAST OF A 20 INCH GUM TREE, 12.65 M (41.5 FT) NORTHEAST OF A
 BV1524'20 INCH CHERRY TREE, 0.30 M (1.0 FT) SOUTHWEST OF A WITNESS POST,
 BV1524'PROJECTING ABOUT 3 INCHES AND 0.90 M (3.0 FT) ABOVE THE LEVEL OF OLD
 BV1524'RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1797 ***********************************************************************
 BV1797  DESIGNATION -  CAMEL RM 1
 BV1797  PID         -  BV1797
 BV1797  STATE/COUNTY-  MS/PERRY
 BV1797  USGS QUAD   -  RICHTON (1964)
 BV1797
 BV1797                         *CURRENT SURVEY CONTROL
 BV1797  ___________________________________________________________________
 BV1797* NAD 83(1986)-  31 21 58.     (N)    088 56 22.     (W)     SCALED    
 BV1797* NAVD 88     -        52.378  (meters)     171.84   (feet)  ADJUSTED  
 BV1797  ___________________________________________________________________
 BV1797  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BV1797  DYNAMIC HT  -          52.314 (meters)     171.63  (feet)  COMP
 BV1797  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BV1797
 BV1797  VERT ORDER  -  SECOND    CLASS II
 BV1797
 BV1797.The horizontal coordinates were scaled from a topographic map and have
 BV1797.an estimated accuracy of +/- 6 seconds.
 BV1797
 BV1797.The orthometric height was determined by differential leveling
 BV1797.and adjusted in May 1996.
 BV1797
 BV1797.The geoid height was determined by GEOID03.
 BV1797
 BV1797.The dynamic height is computed by dividing the NAVD 88
 BV1797.geopotential number by the normal gravity value computed on the
 BV1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1797.degrees latitude (g = 980.6199 gals.).
 BV1797
 BV1797.The modeled gravity was interpolated from observed gravity values.
 BV1797
 BV1797;                    North         East    Units  Estimated Accuracy
 BV1797;SPC MS E     -   206,870.      289,910.      MT  (+/- 180 meters Scaled)
 BV1797
 BV1797                          SUPERSEDED SURVEY CONTROL
 BV1797
 BV1797.No superseded survey control is available for this station.
 BV1797
 BV1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV155718(NAD 83)
 BV1797_MARKER: DR = REFERENCE MARK DISK
 BV1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1797_SP_SET: CONCRETE POST
 BV1797_STAMPING: CAMEL NO 1 1921
 BV1797_MARK LOGO: CGS   
 BV1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1797+STABILITY: SURFACE MOTION
 BV1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1797+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV1797
 BV1797  HISTORY     - Date     Condition        Report By
 BV1797  HISTORY     - 1921     MONUMENTED       CGS
 BV1797  HISTORY     - 19870203 GOOD             MSHD
 BV1797
 BV1797                          STATION DESCRIPTION
 BV1797
 BV1797'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1797'MARK IS LOCATED 1.93 KM (1.20 MI) NORTH OF RICHTON ON THE NORTHEAST
 BV1797'R.O.W. AN ABANDONED RAILROAD BED IN SECTION 30, T5N, R9W.  TO REACH
 BV1797'FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR 1.61
 BV1797'KM (1.00 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON A GRAVEL
 BV1797'ROAD FOR 0.48 KM (0.30 MI) TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
 BV1797'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST.  IT
 BV1797'IS 23.45 M (76.9 FT) SOUTHEAST CENTER OF PRIVATE ROAD, 14.32 M
 BV1797'(47.0 FT) NORTHEAST OF CENTER OLD RAILROAD BED, 8.23 M (27.0 FT)
 BV1797'NORTHWEST OF A T-FENCE CORNER, 5.64 M (18.5 FT) SOUTHEAST OF A 20 INCH
 BV1797'CHERRY TREE, 0.45 M (1.5 FT) NORTHEAST OF A WITNESS POST, PROJECTING 6
 BV1797'INCHES AND ABOUT 0.60 M (2.0 FT) ABOVE THE LEVEL OF OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1798 ***********************************************************************
 BV1798  DESIGNATION -  CAMEL RM 2
 BV1798  PID         -  BV1798
 BV1798  STATE/COUNTY-  MS/PERRY
 BV1798  USGS QUAD   -  RICHTON (1964)
 BV1798
 BV1798                         *CURRENT SURVEY CONTROL
 BV1798  ___________________________________________________________________
 BV1798* NAD 83(1986)-  31 21 58.     (N)    088 56 22.     (W)     SCALED    
 BV1798* NAVD 88     -        52.687  (meters)     172.86   (feet)  ADJUSTED  
 BV1798  ___________________________________________________________________
 BV1798  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BV1798  DYNAMIC HT  -          52.623 (meters)     172.65  (feet)  COMP
 BV1798  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BV1798
 BV1798  VERT ORDER  -  SECOND    CLASS II
 BV1798
 BV1798.The horizontal coordinates were scaled from a topographic map and have
 BV1798.an estimated accuracy of +/- 6 seconds.
 BV1798
 BV1798.The orthometric height was determined by differential leveling
 BV1798.and adjusted in May 1996.
 BV1798
 BV1798.The geoid height was determined by GEOID03.
 BV1798
 BV1798.The dynamic height is computed by dividing the NAVD 88
 BV1798.geopotential number by the normal gravity value computed on the
 BV1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1798.degrees latitude (g = 980.6199 gals.).
 BV1798
 BV1798.The modeled gravity was interpolated from observed gravity values.
 BV1798
 BV1798;                    North         East    Units  Estimated Accuracy
 BV1798;SPC MS E     -   206,870.      289,910.      MT  (+/- 180 meters Scaled)
 BV1798
 BV1798                          SUPERSEDED SURVEY CONTROL
 BV1798
 BV1798.No superseded survey control is available for this station.
 BV1798
 BV1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV155718(NAD 83)
 BV1798_MARKER: DR = REFERENCE MARK DISK
 BV1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1798_SP_SET: CONCRETE POST
 BV1798_STAMPING: CAMEL NO 2 1921
 BV1798_MARK LOGO: CGS   
 BV1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1798+STABILITY: SURFACE MOTION
 BV1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1798+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV1798
 BV1798  HISTORY     - Date     Condition        Report By
 BV1798  HISTORY     - 1921     MONUMENTED       CGS
 BV1798  HISTORY     - 19870203 GOOD             MSHD
 BV1798
 BV1798                          STATION DESCRIPTION
 BV1798
 BV1798'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1798'MARK IS LOCATED 1.93 KM (1.20 MI) NORTH OF RICHTON IN THE SOUTHEAST
 BV1798'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH AN ABANDONED RAILROAD BED
 BV1798'IN SECTION 30, T5N, R9W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO
 BV1798'NORTH ON STATE HIGHWAY 15 FOR 1.61 KM (1.00 MI) TO A SIDE ROAD LEFT.
 BV1798'TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 0.48 KM (0.30 MI) TO A
 BV1798'PRIVATE ROAD AND THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN
 BV1798'THE TOP OF A SQUARE CONCRETE POST.  IT IS 14.02 M (46.0 FT) NORTHEAST
 BV1798'CENTER OLD RAILROAD BED, 7.32 M (24.0 FT) SOUTHEAST CENTER PRIVATE
 BV1798'ROAD, 3.20 M (10.5 FT) NORTHWEST OF A 12 INCH OAK TREE, 2.13 M
 BV1798'(7.0 FT) SOUTHWEST OF A 20 INCH GUM TREE, 0.60 M (2.0 FT) SOUTHWEST OF
 BV1798'AN OLD FENCE, 0.45 M (1.5 FT) NORTHEAST OF A WITNESS POST, PROJECTING
 BV1798'ABOUT 6 INCHES AND LEVEL WITH OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1449 ***********************************************************************
 CO1449  CBN         -  This is a Cooperative Base Network Control Station.
 CO1449  DESIGNATION -  CAMERON
 CO1449  PID         -  CO1449
 CO1449  STATE/COUNTY-  MS/MADISON
 CO1449  USGS QUAD   -  CAMERON (1964)
 CO1449
 CO1449                         *CURRENT SURVEY CONTROL
 CO1449  ___________________________________________________________________
 CO1449* NAD 83(2007)-  32 51 41.45617(N)    089 52 52.14686(W)     ADJUSTED  
 CO1449* NAVD 88     -       127.7    (meters)     419.     (feet)  GPS OBS   
 CO1449  ___________________________________________________________________
 CO1449  EPOCH DATE  -        2002.00
 CO1449  X           -      11,124.222 (meters)                     COMP
 CO1449  Y           -  -5,362,896.929 (meters)                     COMP
 CO1449  Z           -   3,441,122.512 (meters)                     COMP
 CO1449  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CO1449  ELLIP HEIGHT-         100.583 (meters)          (02/10/07) ADJUSTED
 CO1449  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CO1449
 CO1449  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1449  Type    PID    Designation                      North   East  Ellip
 CO1449  -------------------------------------------------------------------
 CO1449  NETWORK CO1449 CAMERON                           0.98   0.88   3.88
 CO1449  -------------------------------------------------------------------
 CO1449
 CO1449.The horizontal coordinates were established by GPS observations
 CO1449.and adjusted by the National Geodetic Survey in February 2007.
 CO1449
 CO1449.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1449.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1449.The horizontal coordinates are valid at the epoch date displayed above.
 CO1449.The epoch date for horizontal control is a decimal equivalence
 CO1449.of Year/Month/Day.
 CO1449
 CO1449.The orthometric height was determined by GPS observations and a
 CO1449.high-resolution geoid model.
 CO1449
 CO1449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1449
 CO1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1449
 CO1449.The ellipsoidal height was determined by GPS observations
 CO1449.and is referenced to NAD 83.
 CO1449
 CO1449.The geoid height was determined by GEOID03.
 CO1449
 CO1449;                    North         East     Units Scale Factor Converg.
 CO1449;SPC MS W     -   372,772.384   742,321.766   MT  0.99997208   +0 14 43.3
 CO1449;SPC MS W     - 1,223,004.06  2,435,433.99   sFT  0.99997208   +0 14 43.3
 CO1449;SPC MS E     -   373,168.393   201,927.935   MT  1.00006855   -0 34 07.0
 CO1449;SPC MS E     - 1,224,303.30    662,491.90   sFT  1.00006855   -0 34 07.0
 CO1449;UTM  16      - 3,639,614.855   230,388.045   MT  1.00049640   -1 33 51.4
 CO1449
 CO1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1449!SPC MS W     -   0.99998421  x   0.99997208  =   0.99995629
 CO1449!SPC MS E     -   0.99998421  x   1.00006855  =   1.00005276
 CO1449!UTM  16      -   0.99998421  x   1.00049640  =   1.00048060
 CO1449
 CO1449|---------------------------------------------------------------------|
 CO1449| PID    Reference Object                     Distance      Geod. Az  |
 CO1449|                                                           dddmmss.s |
 CO1449| AI2998 CAMERON RM 1                         26.450 METERS 16839     |
 CO1449| AI2997 CAMERON AZ MK                                      2340702.5 |
 CO1449| AI2999 CAMERON RM 2                         25.007 METERS 26048     |
 CO1449|---------------------------------------------------------------------|
 CO1449
 CO1449                          SUPERSEDED SURVEY CONTROL
 CO1449
 CO1449  ELLIP H (04/15/02)  100.590  (m)                       GP(       ) 4 2
 CO1449  NAD 83(1993)-  32 51 41.45607(N)    089 52 52.14680(W) AD(       ) B
 CO1449  ELLIP H (02/15/02)  100.591  (m)                       GP(       ) 4 1
 CO1449  NAD 83(1993)-  32 51 41.45348(N)    089 52 52.14373(W) AD(       ) 2
 CO1449  NAD 83(1986)-  32 51 41.46560(N)    089 52 52.14096(W) AD(       ) 2
 CO1449  NAD 27      -  32 51 40.99080(N)    089 52 51.83930(W) AD(       ) 2
 CO1449
 CO1449.Superseded values are not recommended for survey control.
 CO1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1449.See file dsdata.txt to determine how the superseded data were derived.
 CO1449
 CO1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3038839615(NAD 83)
 CO1449_MARKER: DS = TRIANGULATION STATION DISK
 CO1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1449_SP_SET: CONCRETE POST
 CO1449_STAMPING: CAMERON 1959
 CO1449_MARK LOGO: CGS   
 CO1449_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CO1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1449+STABILITY: SURFACE MOTION
 CO1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1449+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 CO1449
 CO1449  HISTORY     - Date     Condition        Report By
 CO1449  HISTORY     - 1959     MONUMENTED       CGS
 CO1449  HISTORY     - 1959     GOOD             CGS
 CO1449  HISTORY     - 1964     GOOD             MSHD
 CO1449  HISTORY     - 1975     GOOD             MSSU
 CO1449  HISTORY     - 1982     GOOD             NGS
 CO1449  HISTORY     - 19890418 GOOD             MSHD
 CO1449  HISTORY     - 20000405 GOOD             NGS
 CO1449
 CO1449                          STATION DESCRIPTION
 CO1449
 CO1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1449'STATION IS LOCATED ON THE HIGHEST POINT OF A PARTIALLY BARE HILL
 CO1449'WITH SCATTERED PINE TREES ON IT, ABOUT 5-1/2 MILES EAST AND 2
 CO1449'MILES SOUTH OF PICKENS, 2 MILES NORTH OF THE SMALL VILLAGE OF
 CO1449'CAMERON AND 1-1/4 MILES SOUTH OF THE MADISON-ATTALA COUNTY LINE,
 CO1449'ON LAND OWNED BY MR. SAM BURRELL WHO LIVES JUST WEST OF THE
 CO1449'STATION.
 CO1449'
 CO1449'REACHED FROM THE POST OFFICE IN CAMDEN BY GOING NORTHWESTERLY ON
 CO1449'STATE HIGHWAY 17 FOR 4.8 MILES TO CROSSROADS AT THE SMALL VILLAGE
 CO1449'OF CAMERON (WINNIE M. WARD GROCERY IN THE NORTHWEST ANGLE OF
 CO1449'INTERSECTION), TURN RIGHT AND FOLLOW GRAVEL ROAD NORTHEASTERLY FOR
 CO1449'1.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW GRAVEL ROAD
 CO1449'NORTH FOR 1.35 MILES TO CROSSROADS, TURN LEFT AND FOLLOW DIRT
 CO1449'ROAD WESTERLY FOR 0.8 MILE TO A GATE ON THE RIGHT AND OAK TREE
 CO1449'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE (TO REACH THE AZIMUTH
 CO1449'MARK FROM HERE CONTINUE WESTERLY ON DIRT ROAD FOR 0.2 MILE TO
 CO1449'THE MARK ON THE LEFT JUST WEST OF AN OLD SHACK), TURN RIGHT ON
 CO1449'FIELD ROAD, NORTHWEST, FOR 0.15 MILE TO HIGHEST POINT OF HILL
 CO1449'AND STATION ON THE RIGHT.
 CO1449'
 CO1449'STATION MARKS ARE STANDARD DISKS, STAMPED CAMERON 1959.  THE
 CO1449'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CO1449'POST PROJECTING 4 INCHES.  IT IS 33 FEET SOUTH-SOUTHWEST OF A
 CO1449'TRIANGLE BLAZE ON THE SOUTHWEST SIDE OF A 5-INCH PINE TREE, 27
 CO1449'FEET NORTH-NORTHEAST OF A TRIANGLE BLAZE ON THE NORTHEAST SIDE
 CO1449'OF A 6-INCH PINE TREE AND 22 FEET NORTHEAST OF THE CENTER OF THE
 CO1449'FIELD ROAD.  A METAL, WITNESS SIGN POST WAS SET 1.7 FEET WEST OF
 CO1449'THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS
 CO1449'OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 CO1449'
 CO1449'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMERON NO 1 1959,
 CO1449'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 5
 CO1449'INCHES.  IT IS 86 FEET SOUTH OF THE METAL, WITNESS SIGN POST, 68
 CO1449'FEET SOUTHEAST OF THE TRIANGLE BLAZE ON THE 6-INCH PINE TREE AND
 CO1449'35 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 CO1449'
 CO1449'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMERON NO 2 1959,
 CO1449'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 CO1449'INCHES.  IT IS 105 FEET SOUTHWEST OF THE TRIANGLE BLAZE ON THE
 CO1449'5-INCH PINE TREE, 81 FEET WEST OF THE METAL, WITNESS SIGNPOST,
 CO1449'69 FEET WEST OF THE TRIANGLE BLAZE ON THE 6-INCH PINE TREE AND
 CO1449'30 FEET SOUTH OF THE CENTER OF THE ROAD.
 CO1449'
 CO1449'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMERON 1959, SET IN THE
 CO1449'TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 7 INCHES.  IT
 CO1449'IS 24 FEET WEST OF THE SOUTHWEST CORNER OF AN OLD SHACK, 20 FEET
 CO1449'WEST OF A TRIANGLE BLAZE ON THE NORTH SIDE OF AN 8-INCH PINE
 CO1449'TREE, 19 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTH
 CO1449'OF A ROAD RIGHT-OF-WAY FENCE.  A METAL, WITNESS SIGN POST WAS
 CO1449'SET 1.4 FEET NORTH OF THE MARK.
 CO1449'
 CO1449'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 121.59 FEET OR (37.061
 CO1449'METERS).
 CO1449'
 CO1449'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1449
 CO1449                          STATION RECOVERY (1959)
 CO1449
 CO1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CO1449'RECOVERED IN GOOD CONDITION.
 CO1449
 CO1449                          STATION RECOVERY (1964)
 CO1449
 CO1449'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1449'THE STATION WAS VISITED AUGUST, 1964 AND ALL MARKS WERE FOUND IN
 CO1449'GOOD CONDITION.
 CO1449'
 CO1449'THE DESCRIPTION IS ADEQUATE.
 CO1449
 CO1449                          STATION RECOVERY (1975)
 CO1449
 CO1449'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1975 (RB)
 CO1449'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 CO1449'RECOVERED IN GOOD CONDITION ON 3-1-75.  THE DISK AND PART OF THE
 CO1449'CONCRETE POST OF REFERENCE MARK NO. 2 HAD BEEN CHIPPED AWAY,
 CO1449'PROBABLY FROM FARM EQUIPMENT.
 CO1449'
 CO1449'STATION IS LOCATED 5.7 MILES ESE OF PICKENS, 1.8 MILES NORTH OF
 CO1449'CAMERON, 1.2 MILES SOUTH OF THE ATTALA-MADISON COUNTY LINE, IN THE
 CO1449'NW 1/4 OF SECTION 27, T12N, R4E, IN A CULTIVATED FIELD OWNED BY MR.
 CO1449'SAM E. BURRELL WHO LIVES 0.5 MILE WEST OF THE STATION.
 CO1449'
 CO1449'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 17 AND U.S. HIGHWAY 51
 CO1449'ABOUT 2.6 MILES SOUTH OF PICKENS, GO EAST ON HIGHWAY 17 FOR 1.7
 CO1449'MILES TO A CROSSROADS AT OLD HIGHWAY 51.  CONTINUE SOUTHEAST ON
 CO1449'HIGHWAY 17 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 CO1449'NORTHEAST THEN SOUTHEAST FOR 1.35 MILES TO A FORK.  TAKE LEFT
 CO1449'FORK AND GO NORTHEAST 1.0 MILES TO ANOTHER FORK.  TAKE RIGHT FORK
 CO1449'AND GO EAST FOR 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CO1449'CONTINUE EAST FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CO1449'
 CO1449'STATION SURFACE MARK IS A STANDARD DISK, STAMPED CAMERON 1959, SET
 CO1449'IN A 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 370
 CO1449'FEET NORTH OF THE GRAVEL ROAD, 83 FEET WNW OF 8-INCH LEANING PINE,
 CO1449'122 FEET EAST OF 8-INCH CEDAR, 123 FEET SW OF 6-INCH CEDAR, 147
 CO1449'FEET SOUTH OF AND 5 FEET HIGHER THAN THE BASE OF A 24-INCH RED OAK,
 CO1449'AND 272 FEET NNE OF LONE 20-INCH RED OAK.
 CO1449'
 CO1449'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CAMERON NO. 1 1959,
 CO1449'SET IN A 11-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 CO1449'SOUTH OF AND 3 FEET LOWER THAN THE STATION MARK, 80 FEET SW OF
 CO1449'8-INCH LEANING PINE, 166 FEET SE OF 8-INCH CEDAR, 188 FEET SSW
 CO1449'OF 6-INCH CEDAR, AND 213 FEET NE OF LONE 20-INCH RED OAK.
 CO1449'
 CO1449'REFERENCE MARK NO. 2 IS A 11-INCH SQUARE CONCRETE POST PROJECTING 3
 CO1449'INCHES.  IT IS WEST OF AND 2 FEET LOWER THAN THE STATION MARK, 46
 CO1449'FEET ESE OF 8-INCH CEDAR, 180 FEET SW OF 24-INCH RED OAK, 160 FEET
 CO1449'WEST OF 8-INCH LEANING PINE, AND 248 FEET NORTH OF 20-INCH LONE
 CO1449'RED OAK.
 CO1449'
 CO1449'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMERON 1959, SET IN 11-INCH
 CO1449'SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 20 FEET SOUTH OF
 CO1449'AND 4 FEET HIGHER THAN THE CENTER OF THE GRAVEL ROAD, 1.4 FEET SOUTH
 CO1449'OF A METAL WITNESS POST, 0.6 FOOT NORTH OF A WIRE FENCE, 2 FEET WEST
 CO1449'OF A 14-INCH PINE, 21 FEET WEST OF A 16-INCH PINE, 20 FEET NW OF
 CO1449'10-INCH PINE, 40 FEET ENE OF 10-INCH PINE AND 216 FEET WEST OF A
 CO1449'20-INCH TWIN WHITE OAK.
 CO1449'
 CO1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.7 MILES ESE OF
 CO1449'PICKENS.
 CO1449
 CO1449                          STATION RECOVERY (1982)
 CO1449
 CO1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CO1449'THE STATION MARK, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE
 CO1449'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS FOUND
 CO1449'DESTROYED.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS TIME.
 CO1449'THE AZIMUTH MARK WAS CLEARED AND A POSITION ESTABLISHED FOR IT.  A
 CO1449'NEW DESCRIPTION FOLLOWS.
 CO1449'
 CO1449'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 51 AND STATE HIGHWAY 17,
 CO1449'ABOUT 15 MILES NORTH OF CANTON, GO EAST ON STATE HIGHWAY 17 FOR 5.65
 CO1449'MILES TO A PAVED CROSSROAD, TURN LEFT AND GO NORTHEAST FOR 1.15 MILES
 CO1449'TO A PAVED SIDEROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR 1.3 MILES
 CO1449'TO A CROSSROAD, TURN LEFT AND GO WESTERLY ON GRADED ROAD FOR 1.0 MILE
 CO1449'TO A FIELD ROAD ON THE RIGHT AND AZIMUTH MARK ON THE LEFT, TURN RIGHT
 CO1449'AND FOLLOW FIELD ROAD NORTHEAST FOR 0.15 MILE TO HIGHEST GROUND AND
 CO1449'STATION.
 CO1449'
 CO1449'STATION MARK IS A STANDARD CGS DISK, STAMPED---CAMERON 1959---SET IN
 CO1449'TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS ON HIGHEST
 CO1449'GROUND IN CULTIVATED FIELD, 12.80 METERS (42.0 FEET) WEST OF THE EAST
 CO1449'EDGE OF FIELD, 52.73 METERS (173.0 FEET) SOUTH-SOUTHWEST OF A 28-INCH
 CO1449'OAK TREE, 37.18 METERS (122.0 FEET) EAST OF A 12-INCH CEDAR TREE AND
 CO1449'0.49 METER (1.6 FEET) EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CO1449'
 CO1449'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPED---CAMERON NO 1
 CO1449'1959---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT
 CO1449'IS IN CULTIVATED FIELD, 14.63 METERS (48.0 FEET) WEST OF THE EAST
 CO1449'EDGE OF FIELD, 16.76 METERS (55.0 FEET) WEST-SOUTHWEST OF A 6-INCH
 CO1449'PERSIMMON TREE, 0.61 METER (2.0 FEET) NORTH-NORTHWEST OF A 4-INCH
 CO1449'PERSIMMON TREE AND 0.30 METER (1.0 FOOT) NORTH OF A METAL WITNESS
 CO1449'POST AND SIGN.
 CO1449'
 CO1449'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED---CAMERON 1959 NO
 CO1449'3 1982---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE  GROUND.
 CO1449'IT IS NEAR THE NORTHWEST CORNER OF FIELD, 2.90 METER (9.5 FEET) NORTH
 CO1449'OF A 12-INCH CEDAR TREE, 2.74 METERS (9.0 FEET) EAST OF A 6-FOOT
 CO1449'CUT-BANK, 1.52 METER (5.0 FEET) WEST OF THE EDGE OF FIELD AND 0.30
 CO1449'METER (1.0 FOOT) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CO1449'
 CO1449'AZIMUTH MARK IS A STANDARD CGS DISK, STAMPED---CAMERON 1959---SET IN
 CO1449'TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS 6.10 METERS
 CO1449'(20.0 FEET) SOUTH OF THE CENTER OF GRAVEL ROAD AT JUNCTION OF FIELD
 CO1449'ROAD, 0.46 METER (1.5 FEET) WEST OF A 16-INCH PINE TREE, 0.30 METER
 CO1449'(1.0 FOOT) NORTH OF A FENCELINE AND 0.30 METER (1.0 FOOT) SOUTH OF A
 CO1449'METAL WITNESS POST AND SIGN.
 CO1449
 CO1449                          STATION RECOVERY (1989)
 CO1449
 CO1449'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1449'RECOVERED IN GOOD CONDITION.
 CO1449
 CO1449                          STATION RECOVERY (2000)
 CO1449
 CO1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1449'RECOVERED.  STATION IS LOCATED SOUTHWEST OF PICKENS, MS, AND NORTH OF
 CO1449'ROUTE 17, IN FAR NORTHERN MADISON COUNTY.  TO REACH FROM THE JUNCTION
 CO1449'OF US 51 AND ROUTE 17, DRIVE SOUTHEASTERLY ON ROUTE 17 FOR 5.65 MILES
 CO1449'(9.09 KM) TO ROCKY HILL RD.  TURN LEFT AND CONTINUE NORTHEAST FOR 1.15
 CO1449'MILES (1.85 KM) TO SHROCK RD. ON LEFT.  TURN LEFT AND PROCEED
 CO1449'NORTHERLY FOR 1.3 MILES (2.1 KM) TO A CROSSROAD.  TURN LEFT AGAIN AND
 CO1449'DRIVE WESTERLY ON BURRELL RD. FOR 0.8 MILES (1.3 KM) TO A DRIVEWAY
 CO1449'RIGHT.  TURN RIGHT UP THE DRIVEWAY AND CONTINUE NORTHWEST FOR 0.1 MILE
 CO1449'(0.2 KM) TO THE HIGHEST POINT AND THE STATION ON THE LEFT, IN A
 CO1449'PASTURE.  STATION IS 7.4 M (24.3 FT) SW OF A FENCE CORNER POST, 6.5 M
 CO1449'(21.3 FT) WEST OF A FENCE, 14 M (45.9 FT) SOUTH OF A UTILITY POLE IN
 CO1449'THE YARD (POLE IS SE OF THE CORNER OF A 1 STORY FRAME HOUSE), 0.5 M
 CO1449'(1.6 FT) ENE OF A STEEL WITNESS POST, AND PROJECTS 0.15 M (0.49 FT)
 CO1449'AZIMUTH MARK AND 2 REFERENCE MARKS WERE ALSO FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1565 ***********************************************************************
 BV1565  DESIGNATION -  CAMP
 BV1565  PID         -  BV1565
 BV1565  STATE/COUNTY-  MS/JONES
 BV1565  USGS QUAD   -  STRENGTHFORD (1973)
 BV1565
 BV1565                         *CURRENT SURVEY CONTROL
 BV1565  ___________________________________________________________________
 BV1565* NAD 83(1993)-  31 35 12.47706(N)    088 59 34.65608(W)     ADJUSTED  
 BV1565* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 BV1565  ___________________________________________________________________
 BV1565  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BV1565  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV1565  HORZ ORDER  -  FIRST
 BV1565
 BV1565.The horizontal coordinates were established by classical geodetic methods
 BV1565.and adjusted by the National Geodetic Survey in May 1994.
 BV1565
 BV1565.The orthometric height was scaled from a topographic map.
 BV1565
 BV1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1565
 BV1565.The geoid height was determined by GEOID03.
 BV1565
 BV1565;                    North         East     Units Scale Factor Converg.
 BV1565;SPC MS E     -   231,345.615   284,849.870   MT  0.99995283   -0 05 01.0
 BV1565;SPC MS E     -   759,006.41    934,544.95   sFT  0.99995283   -0 05 01.0
 BV1565;UTM  16      - 3,496,360.082   310,897.625   MT  1.00004106   -1 02 39.1
 BV1565
 BV1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1565!SPC MS E     -   0.99999159  x   0.99995283  =   0.99994442
 BV1565!UTM  16      -   0.99999159  x   1.00004106  =   1.00003265
 BV1565
 BV1565|---------------------------------------------------------------------|
 BV1565| PID    Reference Object                     Distance      Geod. Az  |
 BV1565|                                                           dddmmss.s |
 BV1565| CG1265 CAMP RM 3                            28.469 METERS 07046     |
 BV1565| CG1264 CAMP RM 2                            28.452 METERS 07342     |
 BV1565| BV1564 WAUSAU CHICKSAWHAY LOT              APPROX.11.4 KM 1232243.3 |
 BV1565| BV1526 TIGER CREEK LOOKOUT TOWER           APPROX.15.1 KM 1711802.5 |
 BV1565| BV1594 VIEW                                APPROX.15.3 KM 2560753.3 |
 BV1565| CG1261 CAMP AZ MK                                         2561923.0 |
 BV1565| CG1262 CAMP AZ MK RESET                                   3084824.0 |
 BV1565| BV1585 LAUREL RADIO STA KKP 746 MAST       APPROX.14.2 KM 3224205.9 |
 BV1565| BV1586 LAUREL RADIO STA KKE 374 MAST       APPROX.16.6 KM 3255837.9 |
 BV1565| CG1263 CAMP RM 1                            34.820 METERS 33643     |
 BV1565|---------------------------------------------------------------------|
 BV1565
 BV1565                          SUPERSEDED SURVEY CONTROL
 BV1565
 BV1565  NAD 83(1993)-  31 35 12.49031(N)    088 59 34.65626(W) AD(       ) 1
 BV1565  NAD 83(1986)-  31 35 12.49148(N)    088 59 34.65638(W) AD(       ) 1
 BV1565  NAD 27      -  31 35 11.89700(N)    088 59 34.46500(W) AD(       ) 1
 BV1565
 BV1565.Superseded values are not recommended for survey control.
 BV1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1565.See file dsdata.txt to determine how the superseded data were derived.
 BV1565
 BV1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1089896360(NAD 83)
 BV1565_MARKER: DS = TRIANGULATION STATION DISK
 BV1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1565
 BV1565  HISTORY     - Date     Condition        Report By
 BV1565  HISTORY     - 1939     MONUMENTED       CGS
 BV1565  HISTORY     - 1956     GOOD             CGS
 BV1565  HISTORY     - 1964     GOOD             MSHD
 BV1565
 BV1565                          STATION DESCRIPTION
 BV1565
 BV1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1565'STATION IS ON A LOW HILL AT THE HEAD OF CAMP CREEK. IN THE W
 BV1565'CENTRAL PART OF SEC. 10, T 7 N, R 11 W. AT THE N BOUNDARY AND ABOUT
 BV1565'3 MILES E OF THE NE CORNER OF THE DE SOTO NATIONAL FOREST. IT IS
 BV1565'ABOUT 11.5 MILES SE OF LAUREL.
 BV1565'
 BV1565'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1565'BRONZE DISKS SET IN CONCRETE.
 BV1565'
 BV1565'THE AZIMUTH MARK IS 0.4 MILE WSW OF THE STATION. IT IS 0.1 MILE
 BV1565'E FROM THE INTERSECTION OF THE MAIN ROAD AND THE WOODS ROAD AND
 BV1565'10 FEET S OF THE CENTER OF THE WOODS ROAD. TO REACH THE AZIMUTH
 BV1565'MARK FROM THE STATION DRIVE WNW 0.1 MILE TO THE WOODS ROAD TO THE
 BV1565'LEFT. TAKE THE LEFT FORK AND DRIVE WSW 0.4 MILE TO THE MARK ON
 BV1565'THE LEFT.
 BV1565'
 BV1565'REFERENCE MARK NO.1 IS 114.20 FEET NNW OF THE STATION, 21 FEET N
 BV1565'OF THE CENTER OF THE ROAD. THE MARK PROJECTS 6 INCHES
 BV1565'ABOVE THE GROUND AND IS STAMPED CAMP NO.1 1939.
 BV1565'
 BV1565'REFERENCE MARK NO.2 IS 93.62 FEET ENE OF THE STATION AND 15 FEET
 BV1565'N OF THE CENTER OF THE ROAD. THE MARK PROJECTS 5 INCHES
 BV1565'ABOVE THE GROUND AND IS STAMPED CAMP NO.2 1939.
 BV1565'
 BV1565'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT CHICK.
 BV1565'
 BV1565'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT BLODGETT.
 BV1565'
 BV1565'A 64-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT OVETT.
 BV1565'
 BV1565'A 64-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT SHOEMAKE 1935.
 BV1565'
 BV1565'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT ELLISVILLE 1935.
 BV1565'
 BV1565'TO REACH THE STATION FROM LAUREL DRIVE S ON STATE ROUTE 15 FOR ABOUT
 BV1565'5 MILES TO TUCKERS JUNCTION AT THE RAILROAD CROSSING. TURN LEFT
 BV1565'JUST N OF THE CROSSING, ON A GRAVEL ROAD AND DRIVE E 1.4 MILES TO A
 BV1565'CROSSROADS. TURN RIGHT AND DRIVE 2.3 MILES TO A T-ROAD RIGHT. KEEP
 BV1565'STRAIGHT AHEAD AND DRIVE 0.3 MILE TO A FORKS. TAKE THE RIGHT FORK
 BV1565'AND DRIVE 0.7 MILE TO A CROSSROADS. KEEP STRAIGHT AHEAD AND
 BV1565'DRIVE 1.9 MILES TO A T-ROAD RIGHT. TURN RIGHT AND DRIVE 1.7
 BV1565'MILES TO THE STATION ON THE S SIDE OF THE ROAD. IT IS 50 FEET SSW
 BV1565'OF THE CENTER OF THE ROAD, 34 FEET E OF A TRIANGULAR
 BV1565'BLAZED OAK TREE AND 56 FEET WNW OF A TALL PINE STUMP. THE
 BV1565'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND
 BV1565'IS STAMPED CAMP 1939.
 BV1565'
 BV1565'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1565
 BV1565                          STATION RECOVERY (1956)
 BV1565
 BV1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1565'THE STATION WAS RECOVERED AND THE STATION MARK AND THE AZIMUTH MARK
 BV1565'WERE FOUND IN GOOD CONDITION. THE REFERENCE MARKS HAVE BEEN DAMAGED
 BV1565'BY GRADEING MACHINERY. THE DISTANCE AND DIRECTION TO THE AZIMUTH
 BV1565'MARK CHECKED. THE DIRECTION TO R.M. 1 CHECKED BUT THE DISTANCE
 BV1565'WAS FOUND TO BE 0.04 FOOT LONGER THAN PREVIOUSLY MEASURED. THE
 BV1565'DISTANCE TO R.M. 2 WAS 0.27 OF A FOOT SHORTER AND THE DIRECTION
 BV1565'FAILED TO CHECK BY ABOUT 13 MINUTES. R.M. 3 WAS ESTABLISHED AND
 BV1565'R.M. 2 WAS DESTROYED. A NEW AZIMUTH MARK WAS ESTABLISHED
 BV1565'BECAUSE THE OLD MARK WOULD NOT SEE FROM THE GROUND AT THE
 BV1565'STATION BECAUSE OF THE GROWTH OF TREES BUT THE OLD MARK WAS NOT
 BV1565'DESTROYED. A COMPLETE NEW DESCRIPTION FOLLOWS--
 BV1565'
 BV1565'THE STATION IS ABOUT 12 MILES SOUTHEAST OF LAUREL AND ABOUT 10 MILES
 BV1565'EAST OF ELLISVILLE. IT IS IN THE CHICKASAWHAY DIVISION OF THE DESOTO
 BV1565'NATIONAL FOREST ON PROPERTY OF THE U.S. FOREST SERVICE. IT IS 50
 BV1565'FEET SOUTHWEST OF THE CENTER OF A WOODS ROAD, 22 FEET SOUTHEAST
 BV1565'OF AN 18 INCH PINE TREE AND 8 FEET NORTHWEST OF A WHITE WITNESS
 BV1565'POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 BV1565'CAMP 1939.
 BV1565'
 BV1565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 11
 BV1565'AND STATE HIGHWAY 15, JUST EAST OF THE RAILROAD UNDERPASS IN THE
 BV1565'EAST EDGE OF LAUREL, GO EAST AND SOUTH ON HIGHWAY 15 FOR 8.3 MILES
 BV1565'TO A GRAVEL ROAD LEFT. TURN LEFT AND GO NORTH AND NORTHEAST ON THE
 BV1565'GRAVEL ROAD FOR 1.85 MILES TO A GRAVEL ROAD RIGHT. TURN RIGHT AND
 BV1565'GO EAST ON THE GRAVEL ROAD FOR 3.0 MILES TO A WOODS ROAD LEFT*.
 BV1565'CONTINUE EAST ON THE GRAVEL ROAD FOR 0.7 MILE TO A GATE ON THE
 BV1565'LEFT AND A WOODS ROAD LEFT. TURN LEFT AND GO NORTH AND
 BV1565'NORTHWEST ON THE WOODS ROAD FOR 0.6 MILE TO THE STATION ON THE
 BV1565'LEFT. CONTINUE NORTHWEST ON THE WOODS ROAD FOR 0.1 MILE TO A
 BV1565'FORK. TAKE LEFT FORK AND CONTINUE NORTHWEST FOR 0.05 MILE TO THE
 BV1565'NEW AZIMUTH MARK ON THE RIGHT.
 BV1565'
 BV1565'*TO REACH THE OLD AZIMUTH MARK FROM THE WOODS ROAD LEFT, TURN
 BV1565'LEFT AND GO NORTH AND EAST ON THE WOODS ROAD FOR 0.05 MILE TO THE
 BV1565'MARK ON THE RIGHT.
 BV1565'
 BV1565'REFERENCE MARK 1 IS 20 FEET NORTHEAST OF THE CENTER OF THE ROAD
 BV1565'AND 25 FEET SOUTHWEST OF A 16 INCH OAK TREE. THE MARK PROJECTS ABOUT
 BV1565'6 INCHES AND THE DISK IS STAMPED CAMP NO 1 1939.
 BV1565'
 BV1565'REFERENCE MARK 3 IS 20 FEET NORTHEAST OF THE CENTER OF THE ROAD AND
 BV1565'5 FEET NORTHWEST OF A 16 INCH PINE TREE. THE MARK PROJECTS ABOUT 4
 BV1565'INCHES AND THE DISK IS STAMPED CAMP NO 3 1939.
 BV1565'
 BV1565'THE OLD AZIMUTH MARK IS 32 FEET NORTH OF A 10 INCH PINE TREE AND 9
 BV1565'FEET SOUTHEAST OF THE CENTER OF A WOODS ROAD. THE MARK PROJECTS
 BV1565'ABOUT 4 INCHES AND THE DISK IS STAMPED CAMP 1939.
 BV1565'
 BV1565'THE NEW AZIMUTH MARK IS 32 FEET NORTHWEST OF A 24 INCH PINE TREE,
 BV1565'24 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD AND 1 FOOT
 BV1565'SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 BV1565'INCHES AND THE DISK IS STAMPED CAMP 1939 RESET 1956.
 BV1565'
 BV1565'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BV1565
 BV1565                          STATION RECOVERY (1964)
 BV1565
 BV1565'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1565'THE STATION WAS VISITED 7-30-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1565'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1547 ***********************************************************************
 EG1547  DESIGNATION -  CAMP
 EG1547  PID         -  EG1547
 EG1547  STATE/COUNTY-  MS/ITAWAMBA
 EG1547  USGS QUAD   -  FULTON (1992)
 EG1547
 EG1547                         *CURRENT SURVEY CONTROL
 EG1547  ___________________________________________________________________
 EG1547* NAD 83(1993)-  34 21 13.40566(N)    088 28 10.73426(W)     ADJUSTED  
 EG1547* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 EG1547  ___________________________________________________________________
 EG1547  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EG1547  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1547  HORZ ORDER  -  SECOND
 EG1547
 EG1547.The horizontal coordinates were established by classical geodetic methods
 EG1547.and adjusted by the National Geodetic Survey in May 1994.
 EG1547
 EG1547.The orthometric height was scaled from a topographic map.
 EG1547
 EG1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1547
 EG1547.The geoid height was determined by GEOID03.
 EG1547
 EG1547;                    North         East     Units Scale Factor Converg.
 EG1547;SPC MS E     -   538,242.196   333,457.456   MT  0.99996379   +0 12 18.8
 EG1547;SPC MS E     - 1,765,882.94  1,094,018.34   sFT  0.99996379   +0 12 18.8
 EG1547;UTM  16      - 3,802,355.605   364,840.867   MT  0.99982518   -0 49 46.0
 EG1547
 EG1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1547!SPC MS E     -   0.99998533  x   0.99996379  =   0.99994912
 EG1547!UTM  16      -   0.99998533  x   0.99982518  =   0.99981051
 EG1547
 EG1547|---------------------------------------------------------------------|
 EG1547| PID    Reference Object                     Distance      Geod. Az  |
 EG1547|                                                           dddmmss.s |
 EG1547| CG3330 CAMP RM 1                            26.728 METERS 01720     |
 EG1547| EG0414 FAIRVIEW                            APPROX.14.1 KM 0865439.9 |
 EG1547| CG3331 CAMP RM 2                             8.656 METERS 10830     |
 EG1547|---------------------------------------------------------------------|
 EG1547
 EG1547                          SUPERSEDED SURVEY CONTROL
 EG1547
 EG1547  NAD 83(1993)-  34 21 13.41059(N)    088 28 10.73421(W) AD(       ) 2
 EG1547  NAD 83(1986)-  34 21 13.41605(N)    088 28 10.73190(W) AD(       ) 2
 EG1547  NAD 27      -  34 21 13.04000(N)    088 28 10.55900(W) AD(       ) 2
 EG1547
 EG1547.Superseded values are not recommended for survey control.
 EG1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1547.See file dsdata.txt to determine how the superseded data were derived.
 EG1547
 EG1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6484102356(NAD 83)
 EG1547_MARKER: DS = TRIANGULATION STATION DISK
 EG1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1547
 EG1547  HISTORY     - Date     Condition        Report By
 EG1547  HISTORY     - 1950     MONUMENTED       CGS
 EG1547  HISTORY     - 1962     GOOD             MSHD
 EG1547  HISTORY     - 1979     GOOD             MSHD
 EG1547
 EG1547                          STATION DESCRIPTION
 EG1547
 EG1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1547'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FULTON, 2 MILES
 EG1547'NORTHEAST OF MANTACHIE, AND
 EG1547'ON PROPETY OWNED BY J.L.  CAMP.  THE MARK IS 49 FEET
 EG1547'WEST OF THE APPROXIMATE CENTER OF
 EG1547'A GRAVELED ROAD, 27 FEET SOUTHEAST
 EG1547'OF THE SOUTHEAST CORNER OF A GARAGE, AND 11 FEET
 EG1547'NORTH OF A WITNESS
 EG1547'POST.
 EG1547'
 EG1547'TO REACH THE STATION FROM THE MANTACHIE JUNIOR HIGH SCHOOL BUILDING
 EG1547'AT THE NORTH EDGE OF
 EG1547'MANTACHIE, GO NORTHEAST ON STATE HIGHWAY 363 FOR 2.7
 EG1547'MILES TO A SIDE ROAD RIGHT, TURN
 EG1547'SHARP RIGHT, SOUTHERLY, AND GO 0.1
 EG1547'MILE TO THE STATION ON THE RIGHT.
 EG1547'
 EG1547'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EG1547'
 EG1547'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE NORTHEAST CORNER OF THE
 EG1547'GARAGE AND 4 FEET WEST
 EG1547'OF A STORM SHELTER.  THE MARK PROJECTS 3 INCHES, AND
 EG1547'THE DISK IS STAMPED CAMP NO 1
 EG1547'1950.
 EG1547'
 EG1547'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE APPROXIMATE CENTER OF THE
 EG1547'GRAVELED ROAD AND
 EG1547'17 FEET NORTH OF A FENCE CORNER POST.  THE MARK
 EG1547'PROJECTS 4 INCHES, AND THE DISK IS
 EG1547'STAMPED CAMP NO 2 1950.
 EG1547'
 EG1547'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG1547'CYLINDERS.
 EG1547'
 EG1547'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1547
 EG1547                          STATION RECOVERY (1962)
 EG1547
 EG1547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1547'THE STATION WAS VISITED 5 - 2 - 62.  THE STATION, RM NO. 1 AND RM NO.
 EG1547'2 WERE FOUND IN GOOD
 EG1547'CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE.
 EG1547'
 EG1547'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF RM NO. 2.
 EG1547
 EG1547                          STATION RECOVERY (1979)
 EG1547
 EG1547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1547'THE STATION WAS VISITED 1-24-79 AND THE STATION MARK, AND RM NO 2
 EG1547'WERE FOUND IN GOOD CONDITION.  THE DISK ON RM NO 1 WAS FOUND TO BE
 EG1547'SCORED MAKING THE STAMPING HARD TO READ.
 EG1547'
 EG1547'THE STATION IS LOCATED 3 MILES NORTHEAST OF MANTACHIE JUST 6.4 MILES
 EG1547'SOUTH-SOUTHEAST OF KIRKVILLE, 7 MILES NORTHWEST OF FULTON NEAR THE
 EG1547'CENTER OF THE NORTH SIDE OF SECTION 28, T 8S, R 8E AND ON THE
 EG1547'PROPERTY OF MR. P. D. STRADLING.  IT IS 160 FEET SOUTH OF THE CENTER
 EG1547'OF A GRAVELED ROAD, 115 FEET NORTHEAST OF A POWER POLE WITH A
 EG1547'TRANSFORMER AND A GUY WIRE, 84 FEET SOUTHWEST OF THE SOUTHWEST
 EG1547'CORNER OF A STORM HOUSE, 50 FEET WEST OF THE CENTER OF A GRAVELED
 EG1547'ROAD, 46.5 FEET SOUTHEAST OF A 10 INCH CEDAR, 45 FEET
 EG1547'SOUTH-SOUTHEAST OF THE SOUTHWEST ONE OF TWO 24 INCH OAKS, 1 FOOT
 EG1547'NORTH OF A METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS A
 EG1547'TRIANGULATION DISK, STAMPED CAMP 1950.
 EG1547'
 EG1547'REFERENCE MARK NO 1 IS 87.69 FEET NORTH-NORTHEAST OF THE STATION.
 EG1547'IT IS 73 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 60 FEET WEST
 EG1547'OF THE CENTER OF ANOTHER GRAVELED ROAD, 18 FEET WEST OF A 10 INCH
 EG1547'CEDAR, 5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A STORM
 EG1547'HOUSE AND PROJECTS 1 INCH.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1547'CAMP NO 1 1950.
 EG1547'
 EG1547'REFERENCE MARK NO 2 IS 28.40 FEET EAST-SOUTHEAST OF THE STATION.  IT
 EG1547'IS 82.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A STORM
 EG1547'HOUSE, 62 FEET SOUTHEAST OF THE SOUTHWEST ONE OF TWO 24 INCH OAKS,
 EG1547'71.5 FEET SOUTHWEST OF A 36 INCH OAK, 3 FEET WEST OF THE EDGE OF A 4
 EG1547'FOOT BANK, 1 FOOT SOUTH OF A METAL WITNESS POST AND PROJECTS 1 INCH.
 EG1547'IT IS A REFERENCE MARK DISK, STAMPED CAMP NO 2 1950.
 EG1547'
 EG1547'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 371 AND
 EG1547'STATE HIGHWAY 363 IN MANTACHIE GO NORTH ON STATE HIGHWAY 371 FOR
 EG1547'2.65 MILES TO AN ANGLING SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO
 EG1547'SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 EG1547'
 EG1547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 EG1547'NORTHEAST OF MANTACHIE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1586 ***********************************************************************
 EG1586  DESIGNATION -  CAMP
 EG1586  PID         -  EG1586
 EG1586  STATE/COUNTY-  MS/LEE
 EG1586  USGS QUAD   -  ELLISTOWN (1980)
 EG1586
 EG1586                         *CURRENT SURVEY CONTROL
 EG1586  ___________________________________________________________________
 EG1586* NAD 83(1993)-  34 26 49.85689(N)    088 46 41.28277(W)     ADJUSTED  
 EG1586* NAVD 88     -       121.42   (+/-2cm)     398.4    (feet)  VERTCON   
 EG1586  ___________________________________________________________________
 EG1586  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EG1586  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EG1586  HORZ ORDER  -  THIRD
 EG1586  VERT ORDER  -  THIRD ? (See Below)
 EG1586
 EG1586.The horizontal coordinates were established by classical geodetic methods
 EG1586.and adjusted by the National Geodetic Survey in May 1994.
 EG1586
 EG1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1586.The vertical order pertains to the NGVD 29 superseded value.
 EG1586
 EG1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1586
 EG1586.The geoid height was determined by GEOID03.
 EG1586
 EG1586;                    North         East     Units Scale Factor Converg.
 EG1586;SPC MS E     -   548,550.476   305,072.438   MT  0.99995032   +0 01 52.4
 EG1586;SPC MS E     - 1,799,702.69  1,000,891.82   sFT  0.99995032   +0 01 52.4
 EG1586;UTM  16      - 3,813,174.532   336,649.116   MT  0.99992891   -1 00 21.7
 EG1586
 EG1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1586!SPC MS E     -   0.99998524  x   0.99995032  =   0.99993556
 EG1586!UTM  16      -   0.99998524  x   0.99992891  =   0.99991415
 EG1586
 EG1586|---------------------------------------------------------------------|
 EG1586| PID    Reference Object                     Distance      Geod. Az  |
 EG1586|                                                           dddmmss.s |
 EG1586| CG3333 CAMP RM 1                             9.070 METERS 01419     |
 EG1586| CG3334 CAMP RM 2                            10.008 METERS 13837     |
 EG1586| CG3332 CAMP AZ MK                                         2835728.6 |
 EG1586| EG1597 UNION FIRE TOWER                    APPROX.11.9 KM 2962856.8 |
 EG1586|---------------------------------------------------------------------|
 EG1586
 EG1586                          SUPERSEDED SURVEY CONTROL
 EG1586
 EG1586  NAD 83(1993)-  34 26 49.86754(N)    088 46 41.28179(W) AD(       ) 3
 EG1586  NAD 83(1986)-  34 26 49.86833(N)    088 46 41.28124(W) AD(       ) 3
 EG1586  NAD 27      -  34 26 49.49899(N)    088 46 41.08155(W) AD(       ) 3
 EG1586  NGVD 29 (07/19/86)  121.38   (m)          398.2    (f) LEVELING    3  
 EG1586
 EG1586.Superseded values are not recommended for survey control.
 EG1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1586.See file dsdata.txt to determine how the superseded data were derived.
 EG1586
 EG1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD3664913175(NAD 83)
 EG1586_MARKER: DS = TRIANGULATION STATION DISK
 EG1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1586
 EG1586  HISTORY     - Date     Condition        Report By
 EG1586  HISTORY     - 1967     MONUMENTED       CGS
 EG1586
 EG1586                          STATION DESCRIPTION
 EG1586
 EG1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1586'STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF TUPELO, 6.5
 EG1586'MILES NORTHEAST OF
 EG1586'BLUE SPRINGS AND ON THE PROPERTY OF MR ENOCHE
 EG1586'VANDIVER.
 EG1586'
 EG1586'TO REACH THE STATION FROM THE POST OFFICE IN BLUE SPRINGS, GO
 EG1586'NORTH-EAST AND
 EG1586'NORTH ON STATE HIGHWAY 9 FOR 4.2 MILES TO THE JUNCTION
 EG1586'WITH STATE HIGHWAY 348 AT THE
 EG1586'NORTH EDGE OF ELLINGTON.  TURN RIGHT
 EG1586'AND GO EAST ON STATE HIGHWAY 9 AND 348 FOR 2.55
 EG1586'MILES TO WHERE
 EG1586'HIGHWAY 9 TURNS NORTH AND HIGHWAY 348 CONTINUES EAST.  THE AZIMUTH
 EG1586'MARK IS ON A
 EG1586'TRAFFIC ISLAND ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 EG1586'INTERSECTION.  CONTINUE EAST ON
 EG1586'HIGHWAY 348 FOR 1.3 MILES TO A
 EG1586'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED
 EG1586'ROAD FOR 0.3 MILE TO
 EG1586'MR VANDIVERS DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ABOUT
 EG1586'200 FEET TO THE
 EG1586'END OF THE DRIVEWAY AND THE STATION.
 EG1586'
 EG1586'STATION MARKS ARE STANDARD DISKS STAMPED CAMP 1967.  THE SURFACE DISK
 EG1586'IS SET IN A ROUND
 EG1586'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 EG1586'OF THE GROUND.  IT IS 4 FEET EAST OF
 EG1586'A METAL WITNESS POST AND FENCE,
 EG1586'35 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 57
 EG1586'FEET WEST OF THE
 EG1586'SOUTHWEST CORNER OF A GARAGE AND 110 FEET NORTHWEST OF THE NORTHWEST
 EG1586'CORNER OF A HOUSE.
 EG1586'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EG1586'OF CONCRETE 42 INCHES BELOW THE
 EG1586'SURFACE OF THE GROUND.
 EG1586'
 EG1586'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CAMP NO 1 1967, IS SET
 EG1586'IN A ROUND
 EG1586'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 1.5 FEET
 EG1586'SOUTHEAST OF A METAL WITNESS
 EG1586'POST, 1 FOOT EAST OF A FENCE AND 10.5
 EG1586'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EG1586'BARN.
 EG1586'
 EG1586'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CAMP NO 2 1967, IS SET
 EG1586'IN A ROUND
 EG1586'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT
 EG1586'NORTH OF A FENCE, 2 FEET EAST
 EG1586'OF A METAL WITNESS POST AND 8 FEET WEST
 EG1586'OF A FENCE CORNER.
 EG1586'
 EG1586'AZIMUTH MARK, A STANDARD DISK STAMPED CAMP 1967, IS SET IN A ROUND
 EG1586'CONCRETE MONUMENT
 EG1586'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 EG1586'IS 16 FEET NORTHWEST OF AMETAL
 EG1586'HIGHWAY SIGN, 29 FEET EAST OF THE
 EG1586'CENTERWAY 348 AND 46 FEET NORTHEAST OF THE CENTER
 EG1586'OF THE INTERSECTION
 EG1586'OF STATE HIGHWAYS 9 AND 348.
 EG1586'
 EG1586'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2673 ***********************************************************************
 CP2673  DESIGNATION -  CAMP GARAYWA WATER TANK
 CP2673  PID         -  CP2673
 CP2673  STATE/COUNTY-  MS/HINDS
 CP2673  USGS QUAD   -  CLINTON (1980)
 CP2673
 CP2673                         *CURRENT SURVEY CONTROL
 CP2673  ___________________________________________________________________
 CP2673* NAD 83(1993)-  32 19 19.33121(N)    090 19 57.39867(W)     ADJUSTED  
 CP2673* NAVD 88     -              **(meters)            **(feet)            
 CP2673  ___________________________________________________________________
 CP2673  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CP2673  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2673  HORZ ORDER  -  THIRD
 CP2673
 CP2673.The horizontal coordinates were established by classical geodetic methods
 CP2673.and adjusted by the National Geodetic Survey in May 1994.
 CP2673
 CP2673
 CP2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2673
 CP2673.The geoid height was determined by GEOID03.
 CP2673
 CP2673;                    North         East     Units Scale Factor Converg.
 CP2673;SPC MS W     -   312,858.018   700,068.037   MT  0.99995000   +0 00 01.4
 CP2673;SPC MS W     - 1,026,435.01  2,296,806.55   sFT  0.99995000   +0 00 01.4
 CP2673;UTM  15      - 3,579,258.504   751,103.720   MT  1.00037763   +1 25 37.0
 CP2673
 CP2673                          SUPERSEDED SURVEY CONTROL
 CP2673
 CP2673  NAD 83(1986)-  32 19 19.34489(N)    090 19 57.39395(W) AD(       ) 4
 CP2673  NAD 27      -  32 19 18.81800(N)    090 19 57.05900(W) AD(       ) 3
 CP2673
 CP2673.Superseded values are not recommended for survey control.
 CP2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2673.See file dsdata.txt to determine how the superseded data were derived.
 CP2673
 CP2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5110479259(NAD 83)
 CP2673_MARKER: 53 = ELEVATED TANK
 CP2673_SETTING: 0 = UNSPECIFIED SETTING
 CP2673
 CP2673  HISTORY     - Date     Condition        Report By
 CP2673  HISTORY     - 1948     FIRST OBSERVED   CGS
 CP2673  HISTORY     - 1957     GOOD             CGS
 CP2673  HISTORY     - 1961     GOOD             MSHD
 CP2673  HISTORY     - 1978     GOOD             MSHD
 CP2673
 CP2673                          STATION DESCRIPTION
 CP2673
 CP2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2673'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTH-SOUTHWEST OF CLINTON
 CP2673'AND ON THE GROUNDS OF THE BAPTIST WOMANS MISSIONARY UNION THAT
 CP2673'IS KNOWN AS CAMP GARAYWA.  THE WATER TANK WAS BUILT IN 1947 AND
 CP2673'HAS A CAPACITY OF 22,000 GALLONS.  IT IS A FOUR LEGGED STEEL
 CP2673'STRUCTURE ABOUT 90 FEET HIGH, AND PAINTED SILVER.
 CP2673'
 CP2673'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 CP2673'
 CP2673'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE MISSISSIPPI
 CP2673'COLLEGE OF CLINTON, GO WEST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO
 CP2673'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.9 MILE TO ANOTHER
 CP2673'SIDE ROAD LEFT, TURN LEFT AND GO 0.7 MILE TO CAMP GARAYWA ON
 CP2673'THE RIGHT AND THE WATER TANK.
 CP2673
 CP2673                          STATION RECOVERY (1957)
 CP2673
 CP2673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2673'THE STATION WAS VISITED 2-20-57 AND FOUND IN GOOD CONDITION.
 CP2673'THE DESCRIPTION OF F.X.P. IN 1948 IS ADEQUATE.
 CP2673
 CP2673                          STATION RECOVERY (1961)
 CP2673
 CP2673'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2673'THE STATION WAS VISITED 10-6-61 AND FOUND IN GOOD CONDITION.
 CP2673'THE DESCRIPTION BY F.X.P. IN 1948 IS ADEQUATE.
 CP2673
 CP2673                          STATION RECOVERY (1978)
 CP2673
 CP2673'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2673'THE STATION SITE WAS VISITED 4-13-78 AND WAS FOUND TO BE STANDING AND
 CP2673'IN GOOD CONDITION.
 CP2673'
 CP2673'THE STATION IS LOCATED 1.1 MILES SOUTH OF CLINTON NEAR THE SOUTHEAST
 CP2673'CORNER OF A LARGE FRAME BUILDING ABOUT 100 YARDS SOUTH OF A SWIMMING
 CP2673'POOL ON THE GROUNDS OF CAMP GARAYWA IN THE SOUTHEAST 1/4 OF THE
 CP2673'NORTHEAST 1/4 OF SECTION 31, T 6N, R 1W.  THE LOCAL INFORMATION
 CP2673'WAS FOUND AS DESCRIBED IN 1948.
 CP2673'
 CP2673'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON GO SOUTH ON
 CP2673'MONROE STREET FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET
 CP2673'AND THE NORTH ENTRANCE TO MISSISSIPPI COLLEGE.  TURN RIGHT AND GO
 CP2673'WEST ON COLLEGE STREET (OLD HIGHWAY 80) FOR 0.4 MILE TO A
 CP2673'CROSSROAD.  TURN LEFT AND GO SOUTH ON CLINTON-RAYMOND ROAD FOR 1
 CP2673'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON CAMP
 CP2673'GARAYWA ROAD FOR 0.75 MILE TO THE END OF THE ROAD AND THE TANK
 CP2673'ON THE RIGHT (0.1 MILE BEYOND A DOUBLE GATE).
 CP2673'
 CP2673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES SOUTH OF
 CP2673'CLINTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1640 ***********************************************************************
 BV1640  DESIGNATION -  CAMP SHELBY WATER TANK 2
 BV1640  PID         -  BV1640
 BV1640  STATE/COUNTY-  MS/FORREST
 BV1640  USGS QUAD   -  MC LAURIN (1983)
 BV1640
 BV1640                         *CURRENT SURVEY CONTROL
 BV1640  ___________________________________________________________________
 BV1640* NAD 83(1993)-  31 11 35.61198(N)    089 13 50.45395(W)     ADJUSTED  
 BV1640* NAVD 88     -              **(meters)            **(feet)            
 BV1640  ___________________________________________________________________
 BV1640  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BV1640  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BV1640  HORZ ORDER  -  THIRD
 BV1640
 BV1640.The horizontal coordinates were established by classical geodetic methods
 BV1640.and adjusted by the National Geodetic Survey in May 1994.
 BV1640
 BV1640
 BV1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1640
 BV1640.The geoid height was determined by GEOID03.
 BV1640
 BV1640;                    North         East     Units Scale Factor Converg.
 BV1640;SPC MS E     -   187,766.808   262,130.028   MT  0.99996768   -0 12 20.9
 BV1640;SPC MS E     -   616,031.60    860,004.93   sFT  0.99996768   -0 12 20.9
 BV1640;UTM  16      - 3,453,160.119   287,451.140   MT  1.00015727   -1 09 20.7
 BV1640
 BV1640                          SUPERSEDED SURVEY CONTROL
 BV1640
 BV1640  NAD 83(1986)-  31 11 35.62727(N)    089 13 50.45324(W) AD(       ) 4
 BV1640  NAD 27      -  31 11 34.98100(N)    089 13 50.24100(W) AD(       ) 3
 BV1640
 BV1640.Superseded values are not recommended for survey control.
 BV1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1640.See file dsdata.txt to determine how the superseded data were derived.
 BV1640
 BV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8745153160(NAD 83)
 BV1640_MARKER: 53 = ELEVATED TANK
 BV1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1640+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BV1640
 BV1640  HISTORY     - Date     Condition        Report By
 BV1640  HISTORY     - 1943     FIRST OBSERVED   CGS
 BV1640  HISTORY     - 1956     GOOD             CGS
 BV1640  HISTORY     - 1965     GOOD             CGS
 BV1640  HISTORY     - 20030718 GOOD             USPSQD
 BV1640  HISTORY     - 20050312 GOOD             USPSQD
 BV1640
 BV1640                          STATION DESCRIPTION
 BV1640
 BV1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1640'THIS INTERSECTION STAION IS LOCATED ON THE W SIDE OF SECOND AVENUE
 BV1640'W BETWEEN SECOND AND THIRD STREETS IN CAMP SHELBY. IT IS A
 BV1640'SIX-LEGGED TANK OF STEEL CONSTRUCTION AND PAINTED ORANGE AND WHITE
 BV1640'CHECKED. THE POINT OBSERVED ON WAS THE CENTER OF THE TANK. THE TANK
 BV1640'IS ABOUT 110 FEET HIGH.
 BV1640
 BV1640                          STATION RECOVERY (1956)
 BV1640
 BV1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1640'THE TANK WAS VISITED ON SEPTEMBER 21, 1956, AND FOUND IN GOOD
 BV1640'CONDITION. IT IS A SIX-LEGGED STEEL STRUCTURE SUPPORTING A TANK
 BV1640'ON ITS TOP WITH AN OVERALL HEIGHT OF 110 FT. IT IS PAINTED ORANGE
 BV1640'AND WHITE CHECKED. IT IS 145 FT. NW OF A N-S STREET (SECOND
 BV1640'AVENUE), 95 FT. SW OF AN E-W STREET (THIRD STREET), AND 86 FT. NE
 BV1640'OF AN E-W STREET (SECOND STREET).
 BV1640'
 BV1640'TO REACH THE TANK FROM THE W ENTRANCE OF CAMP SHELBY, GO E FOR 1.05
 BV1640'MI. TO A SIDE STREET RIGHT JUST AFTER PASSING A GROUP OF RAILROAD
 BV1640'TRACKS AND A CATTLE GUARD, TURN RIGHT FOR ONE BLOCK, TURN LEFT AND
 BV1640'GO 0.15 MI. TO THE TANK ON THE LEFT.
 BV1640'
 BV1640'THIS IS AN INTERSECTION STATION.
 BV1640
 BV1640                          STATION RECOVERY (1965)
 BV1640
 BV1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HBT)
 BV1640'THE STATION SITE WAS VISITED 11-22-65 AND WAS FOUND IN GOOD
 BV1640'CONDITION.
 BV1640'
 BV1640'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1640'ENTRANCE OF THE U.S. POST OFFICE ON PINE STREET IN HATTIESBURG, GO
 BV1640'SOUTH FOR 2.15 MILES TO THE EXIT RAMP FOR THE SOUTH BOUND LANE OF
 BV1640'HIGHWAY 49. TURN RIGHT ON THE EXIT RAMP ONTO HIGHWAY 49 AND GO
 BV1640'9.45 MILES TO A T ROAD LEFT, TURN LEFT ON A BLACKTOP ROAD AND GO
 BV1640'1.15 MILES INTO CAMP SHELBY, CROSSING A RAILROAD AND A CATTLE
 BV1640'GAP TO WHOLESALE AVENUE. TURN RIGHT AND GO 1 BLOCK TO 2ND
 BV1640'AVENUE, TURN LEFT AND GO 0.15 MILES TO THE TANK ON THE LEFT.
 BV1640'
 BV1640'A SIX LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP WITH AN
 BV1640'OVER ALL HEIGHT OF 110 FEET, 145 FEET NORTHWEST OF 2ND AVENUE, 95
 BV1640'FEET SOUTHWEST OF 3RD STREET, 86 FEET NORTHEAST OF 2ND STREET.
 BV1640
 BV1640                          STATION RECOVERY (2003)
 BV1640
 BV1640'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1640'RECOVERED IN GOOD CONDITION.
 BV1640
 BV1640                          STATION RECOVERY (2005)
 BV1640
 BV1640'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1641 ***********************************************************************
 BV1641  DESIGNATION -  CAMP SHELBY WATER TANK 1
 BV1641  PID         -  BV1641
 BV1641  STATE/COUNTY-  MS/FORREST
 BV1641  USGS QUAD   -  MC LAURIN (1983)
 BV1641
 BV1641                         *CURRENT SURVEY CONTROL
 BV1641  ___________________________________________________________________
 BV1641* NAD 83(1993)-  31 11 59.55130(N)    089 13 30.68354(W)     ADJUSTED  
 BV1641* NAVD 88     -              **(meters)            **(feet)            
 BV1641  ___________________________________________________________________
 BV1641  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BV1641  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BV1641  HORZ ORDER  -  THIRD
 BV1641
 BV1641.The horizontal coordinates were established by classical geodetic methods
 BV1641.and adjusted by the National Geodetic Survey in May 1994.
 BV1641
 BV1641
 BV1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1641
 BV1641.The geoid height was determined by GEOID03.
 BV1641
 BV1641;                    North         East     Units Scale Factor Converg.
 BV1641;SPC MS E     -   188,502.196   262,656.047   MT  0.99996719   -0 12 10.8
 BV1641;SPC MS E     -   618,444.29    861,730.71   sFT  0.99996719   -0 12 10.8
 BV1641;UTM  16      - 3,453,886.821   287,989.382   MT  1.00015445   -1 09 11.3
 BV1641
 BV1641                          SUPERSEDED SURVEY CONTROL
 BV1641
 BV1641  NAD 83(1986)-  31 11 59.56657(N)    089 13 30.68285(W) AD(       ) 4
 BV1641  NAD 27      -  31 11 58.92100(N)    089 13 30.46900(W) AD(       ) 3
 BV1641
 BV1641.Superseded values are not recommended for survey control.
 BV1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1641.See file dsdata.txt to determine how the superseded data were derived.
 BV1641
 BV1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8798953887(NAD 83)
 BV1641_MARKER: 53 = ELEVATED TANK
 BV1641
 BV1641  HISTORY     - Date     Condition        Report By
 BV1641  HISTORY     - 1943     FIRST OBSERVED   CGS
 BV1641  HISTORY     - 1953     GOOD             CGS
 BV1641  HISTORY     - 1956     GOOD             CGS
 BV1641  HISTORY     - 1965     GOOD             MSHD
 BV1641  HISTORY     - 20030718 MARK NOT FOUND   USPSQD
 BV1641
 BV1641                          STATION DESCRIPTION
 BV1641
 BV1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1641'THIS INTERSECTION STATION IS LOCATED ABOUT 150 YARDS W OF THE END
 BV1641'OF SECOND AVENUE W IN CAMP SHELBY. IT IS A FOUR-LEGGED TANK OF STEEL
 BV1641'CONSTRUCTION AND PAINTED ORANGE AND WHITE CHECKED. THE POINT
 BV1641'OBSERVED ON WAS THE CENTER OF THE TANK. THE TANK IS ABOUT 110 FEET
 BV1641'HIGH.
 BV1641
 BV1641                          STATION RECOVERY (1953)
 BV1641
 BV1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BV1641'WATER TANKS NO. 1 AND NO. 2 WERE RECOVERED AS DESCRIBED. TANKS NO. 3,
 BV1641'NO. 4, AND NO. 5 HAVE BEEN TAKEN DOWN.
 BV1641
 BV1641                          STATION RECOVERY (1956)
 BV1641
 BV1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1641'THE TANK WAS VISITED ON SEPTEMBER 21, 1956, AND FOUND IN GOOD
 BV1641'CONDITION. CAMP SHELBY IS NOW INACTIVE AND IS OCCUPIED BY THE
 BV1641'MISSISSIPPI NATIONAL GUARD. THE STREETS IN THE CAMP ARE NO LONGER
 BV1641'NUMBERED. IT IS A FOUR-LEGGED STEEL STRUCTURE, 110 FT. HIGH,
 BV1641'SUPPORTING A TANK ON ITS TOP. IT IS PAINTED ORANGE AND WHITE
 BV1641'CHECKED.
 BV1641'
 BV1641'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND BUSINESS
 BV1641'ROUTE 49, ONE-HALF BLOCK N OF THE POST OFFICE IN HATTIESBURG, GO
 BV1641'SE ON BUSINESS ROUTE 49 FOR 3.8 MI. TO THE JUNCTION WITH U.S.
 BV1641'HIGHWAY 49 (FOUR-LANE HIGHWAY), TURN LEFT (S) AND GO 6.95 MI. TO THE
 BV1641'W ENTRANCE OF CAMP SHELBY, TURN LEFT (E) AND GO 1.05 MI. TO A
 BV1641'SIDE STREET RIGHT JUST AFTER PASSING A GROUP OF RAILROAD TRACKS
 BV1641'AND A CATTLE GUARD, TURN RIGHT AND GO ONE BLOCK, TURN LEFT AND
 BV1641'GO 0.75 MI.  TO THE TOP OF THE HILL AND A SIDE STREET LEFT, TURN
 BV1641'LEFT AND GO ONE BLOCK TO THE TOWER ON THE LEFT.
 BV1641'
 BV1641'THIS IS AN INTERSECTION STATION.
 BV1641
 BV1641                          STATION RECOVERY (1965)
 BV1641
 BV1641'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1641'THE STATION SITE WAS VISITED 11-22-65 AND WAS FOUND IN GOOD
 BV1641'CONDITION.
 BV1641'
 BV1641'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1641'ENTRANCE OF THE U.S. POST OFFICE ON PINE STREET IN HATTIESBURG, GO
 BV1641'SOUTH 2.15 MILES TO THE EXIT RAMP FOR THE SOUTHBOUND LAND OF
 BV1641'HIGHWAY 49. TURN RIGHT ON THE EXIT RAMP ONTO HIGHWAY 49, AND GO
 BV1641'9.45 MILES TO A T ROAD LEFT. TURN LEFT ON A BLACKTOP ROAD AND GO
 BV1641'1.15 MILES TO CAMP SHELBY CROSSING A RAILROAD AND A CATTLE GAP
 BV1641'TO WHOLESALE AVENUE, TURN RIGHT AND GO 1 BLOCK TO 2ND
 BV1641'AVENUE, TURN LEFT AND GO 0.75 MILES TO THE TOP OF A HILL AND A SIDE
 BV1641'STREET LEFT, TURN LEFT AND GO 1 BLOCK TO THE TANK ON THE RIGHT.
 BV1641'
 BV1641'IT IS A FOUR LEGGED STEEL STRUCTURE WITH A TANK ON THE TOP WITH AN
 BV1641'OVERALL HEIGHT OF 110 FEET.
 BV1641
 BV1641                          STATION RECOVERY (2003)
 BV1641
 BV1641'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1641'TANK WAS DISMANRTLED SOME YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1906 ***********************************************************************
 DK1906  DESIGNATION -  CAMPBELL
 DK1906  PID         -  DK1906
 DK1906  STATE/COUNTY-  MS/WASHINGTON
 DK1906  USGS QUAD   -  LELAND (1967)
 DK1906
 DK1906                         *CURRENT SURVEY CONTROL
 DK1906  ___________________________________________________________________
 DK1906* NAD 83(1993)-  33 25 32.03390(N)    090 54 48.65996(W)     ADJUSTED  
 DK1906* NAVD 88     -        38.3    (meters)     126.     (feet)  VERTCON   
 DK1906  ___________________________________________________________________
 DK1906  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DK1906  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK1906  HORZ ORDER  -  FIRST
 DK1906
 DK1906.The horizontal coordinates were established by classical geodetic methods
 DK1906.and adjusted by the National Geodetic Survey in May 1994.
 DK1906
 DK1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1906
 DK1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1906
 DK1906.The geoid height was determined by GEOID03.
 DK1906
 DK1906;                    North         East     Units Scale Factor Converg.
 DK1906;SPC MS W     -   435,386.157   646,044.126   MT  0.99998588   -0 19 10.6
 DK1906;SPC MS W     - 1,428,429.42  2,119,563.10   sFT  0.99998588   -0 19 10.6
 DK1906;UTM  15      - 3,700,412.923   693,986.484   MT  1.00006396   +1 08 58.9
 DK1906
 DK1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1906!SPC MS W     -   0.99999817  x   0.99998588  =   0.99998405
 DK1906!UTM  15      -   0.99999817  x   1.00006396  =   1.00006213
 DK1906
 DK1906|---------------------------------------------------------------------|
 DK1906| PID    Reference Object                     Distance      Geod. Az  |
 DK1906|                                                           dddmmss.s |
 DK1906| DK1905 STONEVILLE 1965 SECONDRY              9.114 METERS 01313     |
 DK1906| DK1901 CAMPBELL 1966 RM 1                   32.766 METERS 04004     |
 DK1906| CY5372 CAMPBELL AZ MK                                     0973123.2 |
 DK1906| DK1907 CAMPBELL 2                          168.291 METERS 17824     |
 DK1906| DK1903 USN HYDRO TRI STA 745                20.308 METERS 24139     |
 DK1906| DK1904 CAMPBELL 1966 RM 2                   32.451 METERS 31242     |
 DK1906| DK1902 PRIMARY 1965                         13.698 METERS 31718     |
 DK1906|---------------------------------------------------------------------|
 DK1906
 DK1906                          SUPERSEDED SURVEY CONTROL
 DK1906
 DK1906  NAD 83(1986)-  33 25 32.04531(N)    090 54 48.65504(W) AD(       ) 1
 DK1906  NAD 27      -  33 25 31.62666(N)    090 54 48.29170(W) AD(       ) 1
 DK1906  NGVD 29 (07/19/86)   38.4    (m)          126.     (f) VERT ANG    3  
 DK1906
 DK1906.Superseded values are not recommended for survey control.
 DK1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1906.See file dsdata.txt to determine how the superseded data were derived.
 DK1906
 DK1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9398600413(NAD 83)
 DK1906_MARKER: DS = TRIANGULATION STATION DISK
 DK1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1906
 DK1906  HISTORY     - Date     Condition        Report By
 DK1906  HISTORY     - 1966     MONUMENTED       CGS
 DK1906  HISTORY     - 1968     GOOD             CGS
 DK1906  HISTORY     - 1970     SEE DESCRIPTION  NGS
 DK1906
 DK1906                          STATION DESCRIPTION
 DK1906
 DK1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 DK1906'STATION IS LOCATED AT THE NORTHEAST EDGE OF THE SMALL VILLAGE OF
 DK1906'STONEVILLE, ABOUT 2 MILES NORTHWEST OF LELAND, 0.05 MILE NORTH
 DK1906'OF A RAILROAD TRACK, 139-1/2 FEET EAST OF THE CENTER OF A GRADED
 DK1906'ROAD, 129.5 FEET SOUTHEAST OF A POWERLINE POLE, 1.8 FEET SOUTH
 DK1906'OF A 2-INCH IRON PIPE WHICH HAS A STATION METAL WITNESS SIGN
 DK1906'ATTACHED, 1.6 FEET NORTH OF A 2-INCH IRON PIPE AND STATION IS
 DK1906'ON PROPERTY OWNED BY THE U.S. GOVERNMENT.
 DK1906'
 DK1906'STATION IS REACHED FROM THE POST OFFICE IN STONEVILLE.  GO
 DK1906'NORTHEAST, ACROSS A WOOD BRIDGE FOR 0.05 MILE, THENCE LEFT
 DK1906'AND FOLLOW A SURFACED ROAD NORTHEAST AND EAST FOR 0.15 MILE
 DK1906'TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 DK1906'GRAVELED ROAD CROSSING A RAILROAD TRACK FOR 0.1 MILE TO A
 DK1906'T-ROAD JUNCTION.  TURN RIGHT AND CONTINUE ON A GRAVELED ROAD
 DK1906'FOR 0.05 MILE.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR
 DK1906'0.05 MILE TO A POWERLINE POLE AND STATION MARK ON THE LEFT.
 DK1906'
 DK1906'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF THE SURFACED
 DK1906'ROAD AND THE GRAVELED ROAD LEADING NORTH.  GO EAST ON THE
 DK1906'SURFACED ROAD FOR 0.25 MILE TO A POINT WHERE THE SURFACED
 DK1906'ROAD MAKES A TURN TO THE RIGHT, SOUTH.  TURN LEFT CROSS THE
 DK1906'RAILROAD TRACK, THENCE RIGHT AND CONTINUE EAST ALONG THE
 DK1906'NORTH SIDE OF THE TRACK FOR 0.25 MILE TO A RAILROAD COMPANY
 DK1906'SIGN AND AZIMUTH MARK.
 DK1906'
 DK1906'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH MARK
 DK1906'ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE MONUMENTS.
 DK1906'
 DK1906'STATION MARK DISK IS STAMPED CAMPBELL 1966.  MARK PROJECTS
 DK1906'ABOUT 1-1/2 INCHES AND HAS 5 STEEL RODS PROJECTING ABOUT
 DK1906'2-1/2 INCHES UP FROM MARK.
 DK1906'
 DK1906'REFERENCE MARK NUMBER 1 DISK IS STAMPED CAMPBELL NO 1 1966
 DK1906'AND THE MARK PROJECTS ABOUT 4 INCHES.  A SUB-SURFACE DISK
 DK1906'WAS SET AND STAMPED THE SAME AS THE SURFACE DISK.  MARK IS
 DK1906'207 FEET EAST OF THE CENTER OF THE GRADED ROAD.  A TRAVERSE
 DK1906'CONNECTION WAS MADE TO THIS MARK FROM STATION MARK.
 DK1906'
 DK1906'REFERENCE MARK NUMBER 2 DISK IS STAMPED CAMPBELL NO 2 1966
 DK1906'AND THE MARK PROJECTS ABOUT 3 INCHES.  A SUB-SURFACE DISK WAS
 DK1906'SET AND STAMPED THE SAME AS THE SURFACE DISK.  MARK IS 66.5
 DK1906'FEET NORTHEAST OF THE POWERLINE POLE AND 60 FEET EAST OF THE
 DK1906'CENTER OF THE GRADED ROAD.  A TRAVERSE CONNECTION WAS MADE TO
 DK1906'THIS MARK FROM THE STATION MARK.
 DK1906'
 DK1906'AZIMUTH MARK DISK IS STAMPED CAMPBELL 1966 AND THE MARK IS
 DK1906'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS ON
 DK1906'RAILROAD RIGHT-OF-WAY, 7.5 FEET NORTH OF THE NORTH RAIL OF
 DK1906'A RAILROAD TRACK AND 3.3 FEET SOUTHWEST OF A METAL SIGN POST
 DK1906'PAINTED WHITE.  SIGN READS RAILROAD CROSSING ONE MILE.  TRAVERSE
 DK1906'DISTANCE FROM RM NO 1 TO RM NO 2 IS 45.044 METERS OR 147.78
 DK1906'FEET.
 DK1906'
 DK1906'U.S. AIRFORCES GEODETIC SURVEY CONTROL STATION DISK, STAMPED
 DK1906'STONEVILLE MISS. PRIMARY 1965, SET IN THE TOP-CENTER OF A
 DK1906'6 FOOT TRIANGULAR SHAPED SLAB OF CONCRETE WHICH PROJECTS ABOUT
 DK1906'2 INCHES.  MARK IS 109 FEET EAST OF THE CENTER OF A GRADED
 DK1906'ROAD AND 96.5 FEET EAST OF A POWERLINE POLE.
 DK1906'
 DK1906'SECONDARY STATION IS A BRASS TRAVERSE DISK, STAMPED
 DK1906'STONEVILLE MISS. 1965 SECONDARY, SET IN THE TOP-CENTER OF A
 DK1906'4.5 FOOT TRIANGULAR SHAPED SLAB OF CONCRETE WHICH PROJECTS
 DK1906'ABOUT 1 INCH.  MARK IS 147 FEET EAST OF THE CENTER OF THE
 DK1906'GRADED ROAD AND 134 FEET EAST OF THE POWERLINE POLE.
 DK1906'
 DK1906'U.S. NAVY HYDROGRAPHIC OFFICE STATION DISK, STAMPED
 DK1906'TRIANGULATION STATION 745, SET IN THE TOP-CENTER OF A
 DK1906'TRIANGULAR SHAPED SLAB OF CONCRETE.
 DK1906'
 DK1906'A TRAVERSE CONNECTION WAS MADE TO THE ABOVE MARKS FROM
 DK1906'THE STATION MARK.
 DK1906'
 DK1906'HEIGHT OF LIGHT ABOVE STATION MARK 30.36 METERS.
 DK1906
 DK1906                          STATION RECOVERY (1968)
 DK1906
 DK1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1906'THE STATION WAS VISITED 12-10-68 AND THE SUB-SURFACE MARK,
 DK1906'AZIMUTH MARK AND STONEVILLE, MISSISSIPPI 1965 SECONDARY WERE
 DK1906'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 DK1906'UPROOTED AND U.S. AIR FORCE GEODETIC SURVEY CONTROL STATION
 DK1906'WAS FOUND UPROOTED AND THE DISKS RECLAIMED.  THE U.S.
 DK1906'HYDROGRAPHIC OFFICE TRIANGULATION STATION 745 AND REFERENCE
 DK1906'MARK NO. 1 WAS DESTROYED PRIOR TO THIS DATE.  THE STATION
 DK1906'SUB-SURFACE MARK WAS LEFT AS FOUND AND ANOTHER MARK WAS
 DK1906'POURED ON TOP OF IT WHICH WILL BRING IT TO WITHIN 6 INCHES OF
 DK1906'THE TOP OF THE GROUND WHEN THE LAND IS FINALLY LANDSCAPED.
 DK1906'STONEVILLE MISS 1965 SECONDARY STATION WAS LOWERED ABOUT 2 FEET
 DK1906'IN ORDER TO PRESERVE THE STATION.  THE DISTANCE AND DIRECTION
 DK1906'TO STONEVILLE MISS. 1965 SECONDARY WAS CHECKED AT THIS DATE.
 DK1906'THE MARKS ARE NOW IN THE NORTHWEST CORNER OF AN AREA RECENTLY
 DK1906'SET ASIDE FOR ADDITIONAL EXPERIMENTIAL BUILDING, HOWEVER
 DK1906'THER WILL BE NO BUILDING IN THE AREA IN THE NEAR FUTURE.
 DK1906'
 DK1906'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF
 DK1906'STONEVILLE, ABOUT 2 MILES NORTHWEST OF LELAND, 0.1 MILE OR 562
 DK1906'FEET NORTH OF THE RAILROAD TRACKS, 552.13 FEET NORTH OF STATION
 DK1906'CAMPBELL 2 1968, 134 FEET EAST OF A GRADES ROAD, 109 FEET EAST
 DK1906'OF THE WEST BOUNDARY OF THE EXPERMENTIAL AREA AND 110 FEET
 DK1906'SOUTH OF THE NORTH BOUNDARY.  IT IS A TRIANGULATION STATION
 DK1906'DISK, STAMPED CAMPBELL 1966 1968, SET IN AN IRREGULAR MASS OF
 DK1906'CONCRETE ABOUT 6 INCHES BELOW THE GROUND.
 DK1906
 DK1906                          STATION RECOVERY (1970)
 DK1906
 DK1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DK1906'THE STATION WAS VISITED 6-9-70 AND THE STATION SURFACE
 DK1906'MARK WAS FOUND UPROOTED.  THE UNDERGROUND MARK WAS FOUND IN
 DK1906'GOOD CONDITION.  THE SURFACE MARK WAS PLACED OVER THE CENTER
 DK1906'OF THE UNDERGROUND MARK AND REENFORCED WITH CONCRETE.  THE
 DK1906'STONEVILLE MISSISSIPPI 1965 SECONDARY MARK WAS FOUND
 DK1906'DISTURBED, IT WAS SET BACK IN PLACE WITH THE DISTANCE AND
 DK1906'DIRECTION FROM THE STATION MARK.  A NEW DESCRIPTION FOLLOWS.
 DK1906'
 DK1906'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE SMALL
 DK1906'VILLAGE OF STONEVILLE, ABOUT 2 MILES NORTHWEST OF LELAND AND
 DK1906'ABOUT 0.1 MILE NORTH OF THE RAILROAD TRACKS, IN THE NORTHWEST
 DK1906'SECTION OF THE GROUNDS FOR THE EXPERIMENTAL LAB OF THE
 DK1906'DEPARTMENT OF AGRICULTURE.  IT IS 552.13 FEET NORTH OF
 DK1906'TRIANGULATION STATION CAMPBELL 2 1968, 139.5 FEET EAST OF THE
 DK1906'CENTER OF A GRADED ROAD, 74.5 FEET SOUTHEAST OF A POWER POLE
 DK1906'WHERE THE POWER LINE MAKES A RIGHT ANGLE TURN, 192 FEET
 DK1906'NORTHEAST OF A POWER POLE, 197 FEET WEST-SOUTHWEST OF A POWER
 DK1906'POLE, 124 FEET SOUTHEAST OF THE SOUTHEAST END OF A CULVERT
 DK1906'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 DK1906'TRIANGULATION DISK, STAMPED CAMPBELL 1966 1968 AND 1970,
 DK1906'FLUSH WITH THE GROUND.
 DK1906'
 DK1906'STONEVILLE SECONDARY MISSISSIPPI 1965 IS 29.90 FEET NORTH OF
 DK1906'THE STATION, 67 FEET SOUTHEAST OF A POWER POLE WHERE THE
 DK1906'POWER LINE MAKES A RIGHT ANGLE TURN FROM SOUTH TO EAST, 64
 DK1906'FEET SOUTH OF THE NORTH BOUNDARY OF THE EXPERIMENTAL AREA
 DK1906'AND 113 FEET SOUTHEAST OF THE SOUTHEAST END OF
 DK1906'THE CULVERT.  IT IS STAMPED 1965 RESET 1968 1970
 DK1906'
 DK1906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DK1906'AT STONEVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1901 ***********************************************************************
 DK1901  DESIGNATION -  CAMPBELL 1966 RM 1
 DK1901  PID         -  DK1901
 DK1901  STATE/COUNTY-  MS/WASHINGTON
 DK1901  USGS QUAD   -  LELAND (1967)
 DK1901
 DK1901                         *CURRENT SURVEY CONTROL
 DK1901  ___________________________________________________________________
 DK1901* NAD 83(1993)-  33 25 32.84786(N)    090 54 47.84362(W)     ADJUSTED  
 DK1901* NAVD 88     -        36.0    (meters)     118.     (feet)  VERTCON   
 DK1901  ___________________________________________________________________
 DK1901  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DK1901  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK1901  HORZ ORDER  -  SECOND
 DK1901
 DK1901.The horizontal coordinates were established by classical geodetic methods
 DK1901.and adjusted by the National Geodetic Survey in May 1994.
 DK1901
 DK1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1901
 DK1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1901
 DK1901.The geoid height was determined by GEOID03.
 DK1901
 DK1901;                    North         East     Units Scale Factor Converg.
 DK1901;SPC MS W     -   435,411.116   646,065.355   MT  0.99998585   -0 19 10.1
 DK1901;SPC MS W     - 1,428,511.30  2,119,632.75   sFT  0.99998585   -0 19 10.1
 DK1901;UTM  15      - 3,700,438.420   694,007.067   MT  1.00006406   +1 08 59.4
 DK1901
 DK1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1901!SPC MS W     -   0.99999853  x   0.99998585  =   0.99998438
 DK1901!UTM  15      -   0.99999853  x   1.00006406  =   1.00006259
 DK1901
 DK1901                          SUPERSEDED SURVEY CONTROL
 DK1901
 DK1901  NAD 83(1986)-  33 25 32.85927(N)    090 54 47.83871(W) AD(       ) 2
 DK1901  NAD 27      -  33 25 32.44064(N)    090 54 47.47538(W) AD(       ) 2
 DK1901  NGVD 29 (07/19/86)   36.1    (m)          118.     (f) VERT ANG    3  
 DK1901
 DK1901.Superseded values are not recommended for survey control.
 DK1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1901.See file dsdata.txt to determine how the superseded data were derived.
 DK1901
 DK1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9400700438(NAD 83)
 DK1901_MARKER: DS = TRIANGULATION STATION DISK
 DK1901_SETTING: 0 = UNSPECIFIED SETTING
 DK1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1901
 DK1901  HISTORY     - Date     Condition        Report By
 DK1901  HISTORY     - 1966     MONUMENTED       CGS
 DK1901  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DK1901
 DK1901                          STATION DESCRIPTION
 DK1901
 DK1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 DK1901'STATION IS LOCATED AT THE NORTHEAST EDGE OF THE SMALL VILLAGE
 DK1901'OF STONEVILLE, ABOUT 2 MILES NORTHWEST OF LELAND.
 DK1901'
 DK1901'STATION IS REACHED FROM THE POST OFFICE IN STONEVILLE.  GO
 DK1901'NORTHEAST, ACROSS A WOOD BRIDGE FOR 0.05 MILE, THENCE LEFT
 DK1901'AND FOLLOW A SURFACED ROAD NORTHEAST AND EAST FOR 0.15 MILE
 DK1901'TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 DK1901'GRAVELED ROAD CROSSING A RAILROAD TRACK FOR 0.1 MILE TO A
 DK1901'T-ROAD JUNCTION.  TURN RIGHT AND CONTINUE ON A GRAVELED
 DK1901'ROAD FOR 0.05 MILE.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD
 DK1901'FOR 0.05 MILE TO A POWERLINE POLE AND STATION MARK.
 DK1901'
 DK1901'REFERENCE MARK NUMBER 1 DISK IS STAMPED CAMPBELL NO 1 1966
 DK1901'AND THE MARK PROJECTS ABOUT 4 INCHES.  A SUB-SURFACE DISK
 DK1901'WAS SET AND STAMPED THE SAME AS THE SURFACE DISK.  MARK IS
 DK1901'207 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 DK1901
 DK1901                          STATION RECOVERY (1968)
 DK1901
 DK1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1901'THE STATION WAS VISITED 12-10-68 REFERENCE MARK NO. 1 WAS
 DK1901'DESTROYED PRIOR TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1904 ***********************************************************************
 DK1904  DESIGNATION -  CAMPBELL 1966 RM 2
 DK1904  PID         -  DK1904
 DK1904  STATE/COUNTY-  MS/WASHINGTON
 DK1904  USGS QUAD   -  LELAND (1967)
 DK1904
 DK1904                         *CURRENT SURVEY CONTROL
 DK1904  ___________________________________________________________________
 DK1904* NAD 83(1993)-  33 25 32.74816(N)    090 54 49.58318(W)     ADJUSTED  
 DK1904* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 DK1904  ___________________________________________________________________
 DK1904  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DK1904  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK1904  HORZ ORDER  -  SECOND
 DK1904
 DK1904.The horizontal coordinates were established by classical geodetic methods
 DK1904.and adjusted by the National Geodetic Survey in May 1994.
 DK1904
 DK1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1904
 DK1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1904
 DK1904.The geoid height was determined by GEOID03.
 DK1904
 DK1904;                    North         East     Units Scale Factor Converg.
 DK1904;SPC MS W     -   435,408.295   646,020.399   MT  0.99998591   -0 19 11.1
 DK1904;SPC MS W     - 1,428,502.05  2,119,485.26   sFT  0.99998591   -0 19 11.1
 DK1904;UTM  15      - 3,700,434.447   693,962.195   MT  1.00006385   +1 08 58.5
 DK1904
 DK1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1904!SPC MS W     -   0.99999854  x   0.99998591  =   0.99998446
 DK1904!UTM  15      -   0.99999854  x   1.00006385  =   1.00006239
 DK1904
 DK1904                          SUPERSEDED SURVEY CONTROL
 DK1904
 DK1904  NAD 83(1986)-  33 25 32.75957(N)    090 54 49.57825(W) AD(       ) 2
 DK1904  NAD 27      -  33 25 32.34095(N)    090 54 49.21488(W) AD(       ) 2
 DK1904  NGVD 29 (07/19/86)   36.0    (m)          118.     (f) VERT ANG    3  
 DK1904
 DK1904.Superseded values are not recommended for survey control.
 DK1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1904.See file dsdata.txt to determine how the superseded data were derived.
 DK1904
 DK1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9396200434(NAD 83)
 DK1904_MARKER: DS = TRIANGULATION STATION DISK
 DK1904_SETTING: 0 = UNSPECIFIED SETTING
 DK1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1904
 DK1904  HISTORY     - Date     Condition        Report By
 DK1904  HISTORY     - 1966     MONUMENTED       CGS
 DK1904  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DK1904
 DK1904                          STATION DESCRIPTION
 DK1904
 DK1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 DK1904'STATION IS LOCATED AT THE NORTHEAST EDGE OF THE SMALL
 DK1904'VILLAGE OF STONEVILLE, ABOUT 2 MILES NORTHWEST
 DK1904'OF LELAND ON PROPERTY WHICH IS OWNED BY THE
 DK1904'U.S. GOVERNMENT.
 DK1904'
 DK1904'STATION IS REACHED FROM THE POST OFFICE IN STONEVILLE.  GO
 DK1904'NORTHEAST, ACROSS A WOOD BRIDGE FOR 0.05 MILE, THENCE LEFT
 DK1904'AND FOLLOW A SURFACED ROAD NORTHEAST AND EAST FOR 0.15 MILE
 DK1904'TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 DK1904'GRAVELED ROAD CROSSING A RAILROAD TRACK FOR 0.1 MILE TO A
 DK1904'T-ROAD JUNCTION.  TURN RIGHT AND CONTINUE ON A GRAVELED
 DK1904'ROAD FOR 0.05 MILE.  TURN RIGHT AND GO SOUTH ON A GRADED
 DK1904'ROAD FOR 0.05 MILE TO A POWERLINE POLE AND STATION.
 DK1904'
 DK1904'REFERENCE MARK NUMBER 2 DISK IS STAMPED CAMPBELL NO 2 1966
 DK1904'AND THE MARK PROJECTS ABOUT 3 INCHES.  A SUB-SURFACE DISK
 DK1904'WAS SET AND STAMPED THE SAME AS THE SURFACE DISK.  MARK IS
 DK1904'66.5 FEET NORTHEAST OF THE POWERLINE POLE AND 60 FEET EAST
 DK1904'OF THE CENTER OF THE GRADED ROAD.  A TRAVERSE CONNECTION
 DK1904'WAS MADE TO THIS MARK FROM THE STATION MARK.
 DK1904
 DK1904                          STATION RECOVERY (1968)
 DK1904
 DK1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1904'THE STATION WAS VISITED 12-10-68 AND REFERENCE MARK NO. 2
 DK1904'WAS FOUND UPROOTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1907 ***********************************************************************
 DK1907  DESIGNATION -  CAMPBELL 2
 DK1907  PID         -  DK1907
 DK1907  STATE/COUNTY-  MS/WASHINGTON
 DK1907  USGS QUAD   -  LELAND (1967)
 DK1907
 DK1907                         *CURRENT SURVEY CONTROL
 DK1907  ___________________________________________________________________
 DK1907* NAD 83(1993)-  33 25 26.57364(N)    090 54 48.47731(W)     NO CHECK  
 DK1907* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 DK1907  ___________________________________________________________________
 DK1907  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DK1907  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DK1907  HORZ ORDER  -  SECOND
 DK1907
 DK1907.The horizontal coordinates were established by classical geodetic methods
 DK1907.and adjusted by the National Geodetic Survey in May 1994.
 DK1907.No horizontal observational check was made to the station.
 DK1907
 DK1907.The orthometric height was scaled from a topographic map.
 DK1907
 DK1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1907
 DK1907.The geoid height was determined by GEOID03.
 DK1907
 DK1907;                    North         East     Units Scale Factor Converg.
 DK1907;SPC MS W     -   435,217.911   646,047.906   MT  0.99998587   -0 19 10.4
 DK1907;SPC MS W     - 1,427,877.43  2,119,575.50   sFT  0.99998587   -0 19 10.4
 DK1907;UTM  15      - 3,700,244.816   693,994.578   MT  1.00006400   +1 08 58.9
 DK1907
 DK1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1907!SPC MS W     -   0.99999823  x   0.99998587  =   0.99998410
 DK1907!UTM  15      -   0.99999823  x   1.00006400  =   1.00006223
 DK1907
 DK1907:                Primary Azimuth Mark                     Grid Az
 DK1907:SPC MS W     -  CAMPBELL AZ MK                           084 29 44.0
 DK1907:UTM  15      -  CAMPBELL AZ MK                           083 01 34.7
 DK1907
 DK1907|---------------------------------------------------------------------|
 DK1907| PID    Reference Object                     Distance      Geod. Az  |
 DK1907|                                                           dddmmss.s |
 DK1907| CY5372 CAMPBELL AZ MK                                     0841033.6 |
 DK1907| CY5373 CAMPBELL 2 RM 3                      17.264 METERS 08424     |
 DK1907| CY5374 CAMPBELL 2 RM 4                      17.439 METERS 26336     |
 DK1907| DK1906 CAMPBELL                            168.291 METERS 35824     |
 DK1907|---------------------------------------------------------------------|
 DK1907
 DK1907                          SUPERSEDED SURVEY CONTROL
 DK1907
 DK1907  NAD 83(1986)-  33 25 26.58507(N)    090 54 48.47239(W) AD(       ) 2
 DK1907  NAD 27      -  33 25 26.16610(N)    090 54 48.10896(W) AD(       ) 2
 DK1907
 DK1907.Superseded values are not recommended for survey control.
 DK1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1907.See file dsdata.txt to determine how the superseded data were derived.
 DK1907
 DK1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9399500245(NAD 83)
 DK1907_MARKER: DS = TRIANGULATION STATION DISK
 DK1907_SETTING: 0 = UNSPECIFIED SETTING
 DK1907
 DK1907  HISTORY     - Date     Condition        Report By
 DK1907  HISTORY     - 1968     MONUMENTED       CGS
 DK1907
 DK1907                          STATION DESCRIPTION
 DK1907
 DK1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1907'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE SMALL VILLAGE
 DK1907'OF STONEVILLE, ALONG THE RAILROAD TRACKS WHICH PASSES THROUGH THE
 DK1907'MISSISSIPPI STATE COLLEGE EXPERIMENTAL FARM AND AT THE SOUTHWEST
 DK1907'CORNER OF THE NEW EXPERIMENTAL LAB BUILD BY THE DEPARTMENT OF
 DK1907'AGRICULTURE.  IT IS ON THE NORTH SIDE OF THE TRACK ON PROPERTY
 DK1907'OWNED BY THE RAILROAD, 9.5 FEET NORTH OF THE NORTH RAIL OF THE
 DK1907'TRACKS, 18.5 FEET EAST OF MILEPOST 158, 117.5 FEET NORTHWEST OF
 DK1907'A POWER POLE WITH TWO TRANSFORMERS, 144.5 FEET NORTHEAST OF A POWER
 DK1907'POLE, 53.5 FEET NORTH OF AN EAST-WEST STREET, 174 FEET NORTHEAST
 DK1907'OF A FIRE HYDRANT AND 230 FEET NORTHWEST OF THE NORTHWEST
 DK1907'CORNER OF A RED BRICK BUILDING AND 171 FEET WEST OF THE
 DK1907'PROJECTED PLANE OF THE WEST WALL OF THE SAME BUILDING.  IT IS A
 DK1907'TRIANGULATION STATION DISK, STAMPED CAMPBELL 2 1968 AND IS 1
 DK1907'INCH BELOW THE SURFACE OF THE GROUND.
 DK1907'
 DK1907'REFERENCE MARK NO. 3 IS 56.64 FEET EAST OF THE STATION, 9 FEET NORTH
 DK1907'OF THE NORTH RAIL OF THE TRACKS, 75 FEET EAST OF MILEPOST 158,
 DK1907'53 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET, 83 FEET
 DK1907'NORTHWEST OF A POWER POLE WITH TWO TRANSFORMERS, 114 FEET WEST OF
 DK1907'THE PROJECTED PLANE OF THE WEST WALL OF THE RED BRICK BUILDING
 DK1907'SOUTH OF THE TRACKS.  IT IS A REFERENCE MARK DISK, STAMPED CAMPBELL
 DK1907'2 NO 3 1968, FLUSH WITH THE GROUND.
 DK1907'
 DK1907'REFERENCE MARK NO. 4 IS 57.22 FEET WEST OF THE STATION, 39 FEET WEST
 DK1907'OF MILEPOST 158, 9 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 53
 DK1907'FEET NORTH OF AN EAST-WEST STREET, 127 FEET NNE OF A FIRE HYDRANT
 DK1907'AND 101 FEET NNE OF A POWER POLE.  IT IS A REFERENCE MARK DISK,
 DK1907'STAMPED CAMPBELL 2 NO 4 1968, FLUSH WITH THE GROUND.
 DK1907'
 DK1907'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 7.5 FEET
 DK1907'NORTH OF THE NORTH RAIL OF THE TRACKS, 3.3 FEET SOUTHWEST OF A
 DK1907'RAILROAD CROSSING SIGN, 27.5 FEET SOUTH OF THE CENTER OF A TRACK
 DK1907'ROAD, 40 FEET SOUTH OF THE SOUTH FENCE OF THE SEWAGE LAGOON, 105
 DK1907'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CYCLONE FENCE AND
 DK1907'100.5 FEET NORTHEAST OF A FIRE HYDRANT.  IT IS AN AZIMUTH MARK
 DK1907'DISK STAMPED CAMPBELL 1966, 3 INCHES BELOW THE SURFACE OF THE
 DK1907'GROUND.
 DK1907'
 DK1907'TO REACH THE STATION FROM THE POST OFFICE IN STONEVILLE, GO
 DK1907'NORTHEAST ACROSS A WOODEN BRIDGE FOR 0.05 MILE THENCE LEFT AND
 DK1907'FOLLOW BLACKTOP ROAD NORTHEAST AND EAST FOR 0.15 MILE TO THE STATION
 DK1907'ON THE LEFT.  CONTINUE EAST ALONG THE TRACKS FOR 0.5 MILE TO THE
 DK1907'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1647 ***********************************************************************
 EG1647  DESIGNATION -  CAMPHILL
 EG1647  PID         -  EG1647
 EG1647  STATE/COUNTY-  MS/TIPPAH
 EG1647  USGS QUAD   -  CAMP HILL (1982)
 EG1647
 EG1647                         *CURRENT SURVEY CONTROL
 EG1647  ___________________________________________________________________
 EG1647* NAD 83(1993)-  34 56 53.02893(N)    089 00 10.76365(W)     ADJUSTED  
 EG1647* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 EG1647  ___________________________________________________________________
 EG1647  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EG1647  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG1647  HORZ ORDER  -  FIRST
 EG1647
 EG1647.The horizontal coordinates were established by classical geodetic methods
 EG1647.and adjusted by the National Geodetic Survey in May 1994.
 EG1647
 EG1647.The orthometric height was scaled from a topographic map.
 EG1647
 EG1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1647
 EG1647.The geoid height was determined by GEOID03.
 EG1647
 EG1647;                    North         East     Units Scale Factor Converg.
 EG1647;SPC MS E     -   604,124.731   284,503.350   MT  0.99995296   -0 05 49.9
 EG1647;SPC MS E     - 1,982,032.55    933,408.07   sFT  0.99995296   -0 05 49.9
 EG1647;SPC TN       -    72,414.390   325,714.115   MT  1.00006699   -1 45 29.1
 EG1647;SPC TN       -   237,579.54  1,068,613.73   sFT  1.00006699   -1 45 29.1
 EG1647;UTM  16      - 3,869,115.362   317,095.531   MT  1.00001233   -1 08 51.7
 EG1647
 EG1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1647!SPC MS E     -   0.99997012  x   0.99995296  =   0.99992308
 EG1647!SPC TN       -   0.99997012  x   1.00006699  =   1.00003711
 EG1647!UTM  16      -   0.99997012  x   1.00001233  =   0.99998245
 EG1647
 EG1647|---------------------------------------------------------------------|
 EG1647| PID    Reference Object                     Distance      Geod. Az  |
 EG1647|                                                           dddmmss.s |
 EG1647| EG2038 CAMPHILL RM 3                        20.584 METERS 00715     |
 EG1647| CG3337 CAMPHILL RM 2                        31.218 METERS 02516     |
 EG1647| EG1645 WALNUT MUNICIPAL TANK               APPROX. 9.3 KM 0892519.7 |
 EG1647| EG1646 WALNUT MC GREGOR TANK               APPROX. 9.3 KM 0930844.9 |
 EG1647| EG1637 CHALYBEATE MUNICIPAL TANK           APPROX.13.0 KM 0983356.4 |
 EG1647| CG3335 CAMPHILL AZ MK                                     1922605.0 |
 EG1647| CG3336 CAMPHILL RM 1                        30.793 METERS 20528     |
 EG1647| EG1649 BENTON FIRE TOWER                   APPROX. 2.7 KM 2800613.0 |
 EG1647| EG2036 CAMPHILL RM 4                        19.354 METERS 28853     |
 EG1647|---------------------------------------------------------------------|
 EG1647
 EG1647                          SUPERSEDED SURVEY CONTROL
 EG1647
 EG1647  NAD 83(1993)-  34 56 53.03973(N)    089 00 10.76281(W) AD(       ) 1
 EG1647  NAD 83(1986)-  34 56 53.04004(N)    089 00 10.76319(W) AD(       ) 1
 EG1647  NAD 27      -  34 56 52.71164(N)    089 00 10.53767(W) AD(       ) 1
 EG1647
 EG1647.Superseded values are not recommended for survey control.
 EG1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1647.See file dsdata.txt to determine how the superseded data were derived.
 EG1647
 EG1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1709669115(NAD 83)
 EG1647_MARKER: DS = TRIANGULATION STATION DISK
 EG1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1647
 EG1647  HISTORY     - Date     Condition        Report By
 EG1647  HISTORY     - 1914     MONUMENTED       CGS
 EG1647  HISTORY     - 1935     GOOD             CGS
 EG1647  HISTORY     - 1962     GOOD             MSHD
 EG1647  HISTORY     - 1967     GOOD             CGS
 EG1647  HISTORY     - 19780501 GOOD             USGS
 EG1647  HISTORY     - 1980     GOOD             MSSU
 EG1647
 EG1647                          STATION DESCRIPTION
 EG1647
 EG1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EG1647'ABOUT 11 MILES SE OF SAULSBURY, ABOUT 7 MILES W OF WALNUT STATION,
 EG1647'0.5 MILE S OF
 EG1647'CAMPHILL POST OFFICE, ABOUT 200 METERS (656 FEET) S OF
 EG1647'NUBBEN HILL WAGON ROAD, NEAR SE
 EG1647'CORNER OF SEC 32, T 1 S, R 3 E, ON
 EG1647'HIGHEST PART OF OLD MARLOW FIELD HILL WITH A
 EG1647'SETTELMENT ROAD LEADING
 EG1647'SOUTH OVER TOP, ABOUT 300 METERS (984 FEET) SW OF MARLOW
 EG1647'SPRING, ON
 EG1647'GRASS-COVERED HILLTOP, ABOUT 16 METERS (52 FEET) NW OF TREE LINE,
 EG1647'19.96 METERS (65.5
 EG1647'FEET) N 55 DEG 18 MIN W FROM EASTERN AND
 EG1647'18.94 OAK TREES STANDING 10 FEET
 EG1647'APART AND BEARING TRIANGULAR BLAZES
 EG1647'2 FEET ABOVE GROUND, AND ABOUT 9 METERS (30 FEET)
 EG1647'N 70 DEG E
 EG1647'FROM LONE HICKORY TREE.  SURFACE, UNDERGROUND, AND REFERENCE MARKS
 EG1647'ARE STANDARD
 EG1647'DISKS SET IN CONCRETE.
 EG1647'REFERENCE MARK NO 1 IS ON
 EG1647'TREE LINE TO S OF STATION, ABOUT 3
 EG1647'METERS (10 FEET) E OF ABANDONED SECTION OF ROAD,
 EG1647'AND 0.5 METER (1.6
 EG1647'FEET) BELOW AND 30.78 METERS (101.0 FEET) FROM STATION.
 EG1647'REFERENCE MARK NO 2 IS ABOUT 2 METERS (7 FEET) S OF HEAD
 EG1647'OF LARGE GULLY TO EASTWARD OF
 EG1647'ROAD ON NE SLOPE OF HILL.  IT IS ABOUT
 EG1647'LEVEL WITH AND 31.24 METERS (102.5 FEET) FROM STATION.
 EG1647
 EG1647                          STATION RECOVERY (1935)
 EG1647
 EG1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EG1647'STATION AND 2 REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 EG1647'CONDITION.  NAME
 EG1647'NOT STAMPED ON STATION.
 EG1647'
 EG1647'STATION IS 96 FEET E OF CENTER LINE OF ROAD ON HIGHEST GROUND IN AN
 EG1647'INCLOSED FIELD.
 EG1647'
 EG1647'TO REACH FROM WALNUT GO W ON ROAD 72 FOR 6.7 MILES TO OLD ROAD GOING
 EG1647'SE.  FOLLOW THIS
 EG1647'OLD ROAD WHICH WAS THE ORIGINAL HIGHWAY FOR 0.5 MILE
 EG1647'TO STATION.
 EG1647
 EG1647                          STATION RECOVERY (1962)
 EG1647
 EG1647'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1647'THE STATION WAS VISITED NOVEMBER 5, 1962 AND ALL MARKS WERE FOUND IN
 EG1647'GOOD CONDITION.
 EG1647'NOTE- NONE OF THE DISKS HAVE BEEN STAMPED.
 EG1647'
 EG1647'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE JUNCTION OF
 EG1647'U S HIGHWAYS 72
 EG1647'AND STATE HIGHWAY 15 AT WALNUT, GO WEST ON HIGHWAY 72
 EG1647'FOR 6.0 MILES TO A GRAVEL ROAD ON
 EG1647'THE LEFT, AT MR EARL JAMES GARAGE
 EG1647'AND GROCERY STORE, TURN LEFT, SOUTHEAST, AND GO 0.45
 EG1647'MILE TO THE
 EG1647'STATION ON THE LEFT, LOCATED DIRECTLY IN FRONT OF MR OSCAR L WOMACKS
 EG1647'HOME.  NOTE- METAL
 EG1647'WITNESS POSTS WERE SET 1.0 FOOT WEST OF R M 1 AND
 EG1647'R M 2.
 EG1647'
 EG1647'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 15-INCH SQUARE
 EG1647'CONCRETE POSTS.
 EG1647'THE MARK IS NOT STAMPED AND PROJECTS 5 INCHES.  IT
 EG1647'IS 106 FEET EAST OF THE CENTER OF
 EG1647'THE GRAVEL ROAD, 32 FEET NORTHWEST
 EG1647'OF THE SOUTHWEST CORNER OF THE HOUSE, 18 FEET
 EG1647'SOUTHWEST OF THE
 EG1647'NORTHWEST CORNER, 28 FEET SOUTHEAST OF A 30-INCH HICKORY TREE.
 EG1647'
 EG1647'R M 1 IS 69 FEET EAST OF THE ROAD, 10 FEET NORTH OF A 12-INCH OAK
 EG1647'TREE, 7 FEET WEST OF
 EG1647'AN 8-INCH OAK TREE AND PROJECTS 8 INCHES.
 EG1647'
 EG1647'R M 2 IS 143 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 81 FEET
 EG1647'NORTHEAST OF A 30-INCH
 EG1647'HICKORY, 24 FEET NORTH OF A EAST-WEST FENCE8 10 FEET
 EG1647'NORTH OF A TRACK ROAD AND
 EG1647'PROJECTS 2 INCHES.
 EG1647
 EG1647                          STATION RECOVERY (1967)
 EG1647
 EG1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1647'THE STATION AND REFERENCE MARKS (1) AND (2) WERE RECOVERED IN GOOD
 EG1647'CONDITION.  THE
 EG1647'DISTANCES AND DIRECTIONS TO BOTH MARKS CHECKED.  AN
 EG1647'AZIMUTH MARK WAS ESTABLISHED AT
 EG1647'THIS TIME.
 EG1647'
 EG1647'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 EG1647'
 EG1647'STATION IS ABOUT 5.75 MILES WEST OF WALNUT, 12 MILES NORTHEAST OF
 EG1647'ASHLAND 0.4 MILE
 EG1647'SOUTH OF U S HIGHWAY 72 AND ON THE PROPERTY OF MR
 EG1647'OSCAR L WOMMACK.
 EG1647'
 EG1647'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND STATE HIGHWAY 15 IN
 EG1647'THE NORTH EDGE OF
 EG1647'WALNUT GO WEST ON HIGHWAY 72 FOR 5.95 MILES TO A
 EG1647'REVERSE Y-FORK ON THE LEFT JUST EAST
 EG1647'OF A GROCERY STORE AND SERVICE
 EG1647'STATION.  TURN SHARP LEFT AND GO SOUTHEAST ON A
 EG1647'GRAVELED ROAD FOR
 EG1647'0.45 MILE TO MR OSCAR WOMMACKS HOUSE ON THE LEFT AND THE STATION
 EG1647'IN THE YARD ON
 EG1647'THE WEST SIDE OF THE HOUSE.
 EG1647'
 EG1647'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1647'
 EG1647'STATION MARK, AND UNSTAMPED DISK PROJECTS 5 INCHES.  IT IS 23 FEET
 EG1647'WEST OF THE
 EG1647'NORTHWEST CORNER OF MR WOMACKS HOUSE, 29 FEET SOUTH OF A
 EG1647'24-INCH HICKORY TREE AND 102
 EG1647'FEET EAST OF THE CENTER OF A GRAVELED
 EG1647'ROAD.
 EG1647'
 EG1647'REFERENCE MARK (1), AND UNSTAMPED DISK PROJECTS 8 INCHES.  IT IS 1
 EG1647'FOOT EAST OF A
 EG1647'METAL WITNESS POST, 11 FEET NORTHEAST OF A 15-INCH OAK
 EG1647'TREE, 69 FEET EAST OF THE CENTER
 EG1647'OF THE GRAVELED ROAD AND 82 FEET
 EG1647'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 EG1647'
 EG1647'REFERENCE MARK (2), AN UNSTAMPED DISK IS FLUSH WITH THE GROUND
 EG1647'SURFACE.  IT IS 1
 EG1647'FOOT EAST OF A METAL WITNESS POST, 7 FEET SOUTHEAST
 EG1647'OF A 7-INCH PINE TREE AND 96.5 FEET
 EG1647'NORTHEAST OF THE NORTHWEST CORNER
 EG1647'OF THE HOUSE.
 EG1647'
 EG1647'AZIMUTH MARK, STAMPED CAMPHILL 1914 1966 PROJECTS 5 INCHES.  IT IS
 EG1647'2.5 FEET NORTHEAST
 EG1647'OF A METAL WITNESS POST, 3 FEET WEST OF A 6-INCH
 EG1647'PINE TREE AND 28 FEET SOUTHEAST OF
 EG1647'THE CENTER OF THE GRAVELED ROAD.
 EG1647'
 EG1647'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON THE
 EG1647'GRAVELED ROAD FOR
 EG1647'0.3 MILE TO THE MARK ON THE LEFT.
 EG1647'
 EG1647'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EG1647
 EG1647                          STATION RECOVERY (1978)
 EG1647
 EG1647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (FWK)
 EG1647'RECOVERED IN GOOD CONDITION.
 EG1647
 EG1647                          STATION RECOVERY (1980)
 EG1647
 EG1647'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 EG1647'STATION, REFERENCE MARKS 3, 4, AND AZIMUTH MARK RECOVERED IN GOOD
 EG1647'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2037 ***********************************************************************
 EG2037  DESIGNATION -  CAMPHILL RESET
 EG2037  PID         -  EG2037
 EG2037  STATE/COUNTY-  MS/TIPPAH
 EG2037  USGS QUAD   -  CAMP HILL (1982)
 EG2037
 EG2037                         *CURRENT SURVEY CONTROL
 EG2037  ___________________________________________________________________
 EG2037* NAD 83(1986)-  34 56 53.     (N)    089 00 10.     (W)     SCALED    
 EG2037* NAVD 88     -       217.848  (meters)     714.72   (feet)  POSTED    
 EG2037  ___________________________________________________________________
 EG2037  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG2037  DYNAMIC HT  -         217.640 (meters)     714.04  (feet)  COMP
 EG2037  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EG2037
 EG2037  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2037
 EG2037.The horizontal coordinates were scaled from a topographic map and have
 EG2037.an estimated accuracy of +/- 6 seconds.
 EG2037
 EG2037.The orthometric height was determined by differential leveling
 EG2037.and adjusted by the  in 1992.
 EG2037.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2037.was located on a no-check spur therefore a value was not computed.
 EG2037.No vertical observational check was made to the station.
 EG2037
 EG2037.The geoid height was determined by GEOID03.
 EG2037
 EG2037.The dynamic height is computed by dividing the NAVD 88
 EG2037.geopotential number by the normal gravity value computed on the
 EG2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2037.degrees latitude (g = 980.6199 gals.).
 EG2037
 EG2037.The modeled gravity was interpolated from observed gravity values.
 EG2037
 EG2037;                    North         East    Units  Estimated Accuracy
 EG2037;SPC MS E     -   604,120.      284,520.      MT  (+/- 180 meters Scaled)
 EG2037
 EG2037                          SUPERSEDED SURVEY CONTROL
 EG2037
 EG2037.No superseded survey control is available for this station.
 EG2037
 EG2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD171691(NAD 83)
 EG2037_MARKER: DH = HORIZONTAL CONTROL DISK
 EG2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2037_SP_SET: CONCRETE POST
 EG2037_STAMPING: CAMPHILL 1914 1979
 EG2037_MARK LOGO: NGS   
 EG2037_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2037+STABILITY: SURFACE MOTION
 EG2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2037+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 EG2037
 EG2037  HISTORY     - Date     Condition        Report By
 EG2037  HISTORY     - 1979     MONUMENTED       NGS
 EG2037  HISTORY     - 19880523 GOOD             MSHD
 EG2037
 EG2037                          STATION DESCRIPTION
 EG2037
 EG2037'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2037'9.33 KM (5.80 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2037'STATE HIGHWAY NO. 15 AND U.S. 72 TO A PUBLIC GRAVEL ROAD LEFT, THEN
 EG2037'0.64 KM (0.40 MI) SOUTH SOUTHEAST ALONG GRAVEL ROAD TO THE MARK ON THE
 EG2037'LEFT, 15.42 M (50.6 FT) NORTH NORTHEAST OF A 14 INCH PINE, 9.14 M
 EG2037'(30.0 FT) SOUTH OF A 8 INCH PINE AND 6.00 M (19.7 FT) EAST OF A 18
 EG2037'INCH BLACKJACK OAK, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2038 ***********************************************************************
 EG2038  DESIGNATION -  CAMPHILL RM 3
 EG2038  PID         -  EG2038
 EG2038  STATE/COUNTY-  MS/TIPPAH
 EG2038  USGS QUAD   -  CAMP HILL (1982)
 EG2038
 EG2038                         *CURRENT SURVEY CONTROL
 EG2038  ___________________________________________________________________
 EG2038* NAD 83(1986)-  34 56 53.     (N)    089 00 10.     (W)     SCALED    
 EG2038* NAVD 88     -       217.288  (meters)     712.89   (feet)  POSTED    
 EG2038  ___________________________________________________________________
 EG2038  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG2038  DYNAMIC HT  -         217.080 (meters)     712.20  (feet)  COMP
 EG2038  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EG2038
 EG2038  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2038
 EG2038.The horizontal coordinates were scaled from a topographic map and have
 EG2038.an estimated accuracy of +/- 6 seconds.
 EG2038
 EG2038.The orthometric height was determined by differential leveling
 EG2038.and adjusted by the  in 1992.
 EG2038.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2038.was located on a no-check spur therefore a value was not computed.
 EG2038.No vertical observational check was made to the station.
 EG2038
 EG2038.The geoid height was determined by GEOID03.
 EG2038
 EG2038.The dynamic height is computed by dividing the NAVD 88
 EG2038.geopotential number by the normal gravity value computed on the
 EG2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2038.degrees latitude (g = 980.6199 gals.).
 EG2038
 EG2038.The modeled gravity was interpolated from observed gravity values.
 EG2038
 EG2038;                    North         East    Units  Estimated Accuracy
 EG2038;SPC MS E     -   604,120.      284,520.      MT  (+/- 180 meters Scaled)
 EG2038
 EG2038                          SUPERSEDED SURVEY CONTROL
 EG2038
 EG2038.No superseded survey control is available for this station.
 EG2038
 EG2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD171691(NAD 83)
 EG2038_MARKER: DR = REFERENCE MARK DISK
 EG2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2038_SP_SET: CONCRETE POST
 EG2038_STAMPING: CAMPHILL 1914 NO 3 1979
 EG2038_MARK LOGO: NGS   
 EG2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2038+STABILITY: SURFACE MOTION
 EG2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2038+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 EG2038
 EG2038  HISTORY     - Date     Condition        Report By
 EG2038  HISTORY     - 1979     MONUMENTED       NGS
 EG2038  HISTORY     - 19880523 GOOD             MSHD
 EG2038
 EG2038                          STATION DESCRIPTION
 EG2038
 EG2038'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2038'9.33 KM (5.80 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2038'STATE HIGHWAY NO. 15 AND U.S. 72 AT WALNUT TO A PUBLIC GRAVEL ROAD
 EG2038'LEFT, THEN 0.64 KM (0.40 MI) SOUTH SOUTHEAST ALONG GRAVEL ROAD TO THE
 EG2038'MARK ON THE LEFT, 10.97 M (36.0 FT) EAST OF A 16 INCH PINE, 5.18 M
 EG2038'(17.0 FT) NORTH OF A 8 INCH PINE, 1.52 M (5.0 FT) SOUTHEAST OF A 20
 EG2038'INCH HICKORY TREE AND 0.33 M (1.1 FT) SOUTH OF A CARSONITE WITNESS
 EG2038'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2036 ***********************************************************************
 EG2036  DESIGNATION -  CAMPHILL RM 4
 EG2036  PID         -  EG2036
 EG2036  STATE/COUNTY-  MS/TIPPAH
 EG2036  USGS QUAD   -  CAMP HILL (1982)
 EG2036
 EG2036                         *CURRENT SURVEY CONTROL
 EG2036  ___________________________________________________________________
 EG2036* NAD 83(1986)-  34 56 53.     (N)    089 00 10.     (W)     SCALED    
 EG2036* NAVD 88     -       217.644  (meters)     714.05   (feet)  POSTED    
 EG2036  ___________________________________________________________________
 EG2036  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG2036  DYNAMIC HT  -         217.440 (meters)     713.38  (feet)  COMP
 EG2036  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EG2036
 EG2036  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2036
 EG2036.The horizontal coordinates were scaled from a topographic map and have
 EG2036.an estimated accuracy of +/- 6 seconds.
 EG2036
 EG2036.The orthometric height was determined by differential leveling
 EG2036.and adjusted by the  in 1992.
 EG2036.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2036.was located on a no-check spur therefore a value was not computed.
 EG2036.No vertical observational check was made to the station.
 EG2036
 EG2036.The geoid height was determined by GEOID03.
 EG2036
 EG2036.The dynamic height is computed by dividing the NAVD 88
 EG2036.geopotential number by the normal gravity value computed on the
 EG2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2036.degrees latitude (g = 980.6199 gals.).
 EG2036
 EG2036.The modeled gravity was interpolated from observed gravity values.
 EG2036
 EG2036;                    North         East    Units  Estimated Accuracy
 EG2036;SPC MS E     -   604,120.      284,520.      MT  (+/- 180 meters Scaled)
 EG2036
 EG2036                          SUPERSEDED SURVEY CONTROL
 EG2036
 EG2036.No superseded survey control is available for this station.
 EG2036
 EG2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD171691(NAD 83)
 EG2036_MARKER: DR = REFERENCE MARK DISK
 EG2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2036_SP_SET: CONCRETE POST
 EG2036_STAMPING: CAMPHILL 1914 NO 4 1979
 EG2036_MARK LOGO: NGS   
 EG2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2036+STABILITY: SURFACE MOTION
 EG2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2036+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 EG2036
 EG2036  HISTORY     - Date     Condition        Report By
 EG2036  HISTORY     - 1979     MONUMENTED       NGS
 EG2036  HISTORY     - 19880523 GOOD             MSHD
 EG2036
 EG2036                          STATION DESCRIPTION
 EG2036
 EG2036'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2036'9.33 KM (5.80 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2036'STATE HIGHWAY NO 15 AND U.S. 72 AT WALNUT TO A PUBLIC GRAVEL ROAD
 EG2036'LEFT, THEN 0.64 KM (0.40 MI) SOUTH SOUTHEAST ALONG GRAVEL ROAD TO THE
 EG2036'MARK ON THE LEFT, 16.06 M (52.7 FT) SOUTHWEST OF A 24 INCH HICKORY
 EG2036'TREE, 10.55 M (34.6 FT) EAST OF CENTERLINE OF GRAVEL ROAD, 15.15 M
 EG2036'(49.7 FT) SOUTH OF POWER POLE NO. B684 WITH TRANSFORMER, 0.79 M
 EG2036'(2.6 FT) NORTH OF A TWIN TRUNK PINE TREE AND 0.33 M (1.1 FT) EAST OF A
 EG2036'CARSONITE WITNESS POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2406 ***********************************************************************
 BH2406  DESIGNATION -  CAN
 BH2406  PID         -  BH2406
 BH2406  STATE/COUNTY-  MS/JACKSON
 BH2406  USGS QUAD   -  BILOXI (1992)
 BH2406
 BH2406                         *CURRENT SURVEY CONTROL
 BH2406  ___________________________________________________________________
 BH2406* NAD 83(1993)-  30 25 19.80316(N)    088 52 38.57249(W)     ADJUSTED  
 BH2406* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2406  ___________________________________________________________________
 BH2406  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BH2406  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH2406  HORZ ORDER  -  THIRD
 BH2406
 BH2406.The horizontal coordinates were established by classical geodetic methods
 BH2406.and adjusted by the National Geodetic Survey in May 1994.
 BH2406
 BH2406.The orthometric height was scaled from a topographic map.
 BH2406
 BH2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2406
 BH2406.The geoid height was determined by GEOID03.
 BH2406
 BH2406;                    North         East     Units Scale Factor Converg.
 BH2406;SPC MS E     -   102,219.644   295,768.296   MT  0.99995022   -0 01 20.3
 BH2406;SPC MS E     -   335,365.62    970,366.48   sFT  0.99995022   -0 01 20.3
 BH2406;UTM  16      - 3,367,062.649   319,686.396   MT  1.00000111   -0 57 03.2
 BH2406
 BH2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2406!SPC MS E     -   1.00000413  x   0.99995022  =   0.99995435
 BH2406!UTM  16      -   1.00000413  x   1.00000111  =   1.00000524
 BH2406
 BH2406:                Primary Azimuth Mark                     Grid Az
 BH2406:SPC MS E     -  FORT 2                                   083 44 50.0
 BH2406:UTM  16      -  FORT 2                                   084 40 32.9
 BH2406
 BH2406|---------------------------------------------------------------------|
 BH2406| PID    Reference Object                     Distance      Geod. Az  |
 BH2406|                                                           dddmmss.s |
 BH2406| BH2377 FORT 2                              APPROX. 2.3 KM 0834329.7 |
 BH2406| BH2369 BILOXI RR BRIDGE CENTER LIGHT       APPROX. 3.0 KM 1202943.1 |
 BH2406| BH2365 BILOXI BAY RTE 90 DRAWSPAN LT       APPROX. 3.4 KM 1211539.9 |
 BH2406| DD7583 FORT WM BLAZE                        16.020 METERS 22634     |
 BH2406| DD7643 CAN RM                               14.600 METERS 24134     |
 BH2406| DD7644 CAN RM 1                             25.530 METERS 25334     |
 BH2406| DD7645 CAN RM 2                             33.321 METERS 30848     |
 BH2406|---------------------------------------------------------------------|
 BH2406
 BH2406                          SUPERSEDED SURVEY CONTROL
 BH2406
 BH2406  NAD 83(1993)-  30 25 19.81816(N)    088 52 38.56180(W) AD(       ) 3
 BH2406  NAD 83(1986)-  30 25 19.82345(N)    088 52 38.55924(W) AD(       ) 3
 BH2406  NAD 27      -  30 25 19.11500(N)    088 52 38.44300(W) AD(       ) 3
 BH2406
 BH2406.Superseded values are not recommended for survey control.
 BH2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2406.See file dsdata.txt to determine how the superseded data were derived.
 BH2406
 BH2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1968667063(NAD 83)
 BH2406_MARKER: DS = TRIANGULATION STATION DISK
 BH2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2406
 BH2406  HISTORY     - Date     Condition        Report By
 BH2406  HISTORY     - 1910     MONUMENTED       CGS
 BH2406  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BH2406  HISTORY     - 1939     GOOD             CGS
 BH2406  HISTORY     - 1946     GOOD             CGS
 BH2406  HISTORY     - 1950     GOOD             CGS
 BH2406  HISTORY     - 1956     GOOD             CGS
 BH2406  HISTORY     - 1966     GOOD             CGS
 BH2406  HISTORY     - 1970     GOOD             NGS
 BH2406  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BH2406
 BH2406                          STATION DESCRIPTION
 BH2406
 BH2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2406'ON THE N SIDE OF THE BACK BAY OF BILOXI, ON TOP OF THE CLAY BANK ON
 BH2406'THE PROMINENT POINT N OF BARNARDS ISLAND.  ON THE EASTERN SIDE OF
 BH2406'THE POINT A FEW METERS SE OF THE EASTERNMOST PECAN TREE IN A ROW OF 5
 BH2406'PECAN TREES ON THE END OF THE POINT.  THE SURFACE MARK IS A
 BH2406'STANDARD DISK STATION MARK EMBEDDED IN A CORE OF CONCRETE ABOUT 2
 BH2406'FEET IN DIAMETER.  THE UNDERGROUND MARK IS A BOTTLE EMBEDDED IN A
 BH2406'CORE OF CONCRETE 2-1/2 FEET BELOW THE SURFACE.  A SURFACE REFERENCE
 BH2406'MARK IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE, FLUSH WITH THE
 BH2406'SURFACE.  THE UNDERGROUND REFERENCE MARK, A BOTTLE
 BH2406'EMBEDDED IN A CORE OF CONCRETE, DIRECTLY UNDER THE SURFACE MARK, AND
 BH2406'2-1/2 FEET BELOW THE SURFACE, IS 14.60 METERS FROM THE STATION
 BH2406'S 61 DEG 34 MIN W. A TRIANGULAR BLAZE WITH FOUR NAILS ON A
 BH2406'LIVE OAK IS 16.02 METERS FROM THE STATION S 46 DEG 34 MIN W.
 BH2406
 BH2406                          STATION RECOVERY (1935)
 BH2406
 BH2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2406'THE STATION WAS RECOVERED AND BUILT UP.  THE OLD REFERENCE MARKS ARE
 BH2406'LOST AND TWO NEW ONES INSTALLED.  A COMPLETE DESCRIPTION OF
 BH2406'THE STATION FOLLOWS-
 BH2406'
 BH2406'THE STATION IS ON THE N SIDE OF BILOXI BAY ON A SHELL POINT JUST N OF
 BH2406'BARNARD ISLAND.
 BH2406'
 BH2406'THE STATION MARK, IS ABOUT 46 YARDS S OF THE
 BH2406'HOME OF CHARLES F. FLANAGAN ON A BREAK IN THE SLOPE OF THE LAND
 BH2406'WHERE IT STARTS TO DROP TO THE WATERS EDGE, ABOUT 50 YARDS N OF THE
 BH2406'POINT.
 BH2406'
 BH2406'THE UNDERGROUND MARK IS A BOTTLE SET IN CONCRETE 2-1/2 FEET BELOW THE
 BH2406'SURFACE.
 BH2406'
 BH2406'REFERENCE MARK NO. 1, IS ON THE W SIDE OF
 BH2406'THE POINT ABOUT 75 FEET N AND ABOUT 60 FEET E OF THE HIGHWATER
 BH2406'LINE OF THE BAY.
 BH2406'
 BH2406'REFERENCE MARK NO. 2, IS ABOUT 120 FEET E
 BH2406'OF THE HIGH-WATER LINE OF THE BAY AND ABOUT 3 FEET S OF THE EW
 BH2406'FENCE LINE JUST N OF THE STATION.
 BH2406
 BH2406                          STATION RECOVERY (1939)
 BH2406
 BH2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (USE)
 BH2406'RECOVERED.
 BH2406
 BH2406                          STATION RECOVERY (1946)
 BH2406
 BH2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2406'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  REFERENCE MARKS
 BH2406'ARE IN GOOD CONDITION.  STATION IS SET IN A BLOCK OF CONCRETE
 BH2406'ABOUT ONE FOOT DEEP AND IS VERY LOOSE IN THE GROUND.  DISTANCES WERE
 BH2406'MEASURED TO THE REFERENCE MARKS AND CHECK.
 BH2406
 BH2406                          STATION RECOVERY (1950)
 BH2406
 BH2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2406'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 BH2406'SURFACE OF THE CONCRETE MONUMENT AT THE STATION IS PARTIALLY
 BH2406'BROKEN AWAY, BUT THE DISK IS STILL FIRM.  THE DESCRIPTION BY G.L.A.
 BH2406'IN 1935 IS CORRECT AND ADEQUATE EXCEPT FOR THE FOLLOWING
 BH2406'CORRECTIONS- E-W FENCE LINE HAS BEEN REMOVED.  THE DISTANCE FROM THE
 BH2406'STATION TO REFERENCE MARK 1 IS 85.15 FEET INSTEAD OF 83.74 FEET.
 BH2406
 BH2406                          STATION RECOVERY (1956)
 BH2406
 BH2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 BH2406'STATION MONUMENT IS PARTIALLY BROKEN AWAY ON TOP, BUT DISK AND
 BH2406'MONUMENT ARE STILL FIRM.  REFERENCE MARKS RECOVERED IN GOOD
 BH2406'CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE 54
 BH2406'DEG 54 MIN 21 SEC., PUBLISHED IS 55 DEG 13 MIN. 41 SEC.
 BH2406'DISTANCE FROM STATION TO REFERENCE MARK 1 TAPED IS 85.15 FT.,
 BH2406'PUBLISHED IS 83.74 FT.  DISTANCE FROM STATION TO REFERENCE MARK 2
 BH2406'TAPED IS 109.64 FT., PUBLISHED IS 109.38 FT.  THE DISTANCE BETWEEN
 BH2406'THE REFERENCE MARKS CHECKED WELL.  THE STATION MARK MAY HAVE
 BH2406'BEEN DISTURBED IN GRADING FOR THE LAWN.  BECAUSE THE STATION IS IN
 BH2406'THE LAWN, IT DID NOT SEEM PRACTICAL TO DIG FOR THE UNDERGROUND
 BH2406'MARK AT THIS TIME.  NO DISTANT STATION WAS VISIBLE ON THIS DAY TO
 BH2406'MAKE A FURTHER CHECK ON THE REFERENCE MARKS.  FOR PRESENT-DAY
 BH2406'RECOVERY, THE STATION DESCRIPTION SHOULD READ AS FOLLOWS-
 BH2406'
 BH2406'THE STATION IS LOCATED ON THE N SIDE OF THE BACK BAY OF BILOXI, ON
 BH2406'GULF STREAM POINT, JUST N OF BARNARD ISLAND, 0.7 MI. E OF THE
 BH2406'BAY BRIDGE AT DIBERVILLE, IN THE LAWN, 174 FT. S OF THE SE CORNER OF
 BH2406'MR. W.G. AVERYS HOUSE, 19 FT. E OF THE CENTERLINE OF THE CONCRETE
 BH2406'WALK LEADING S TO THE BOAT DOCK, AND 15 FT. E-NE OF THE STEEL
 BH2406'FLAGPOLE.  A STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A
 BH2406'CONCRETE MONUMENT WHICH HAS BEEN PARTIALLY BROKEN AWAY.  MONUMENT
 BH2406'PROJECTS 3 IN.
 BH2406'
 BH2406'REFERENCE MARK 1 IS 85.15 FT. W OF THE STATION, IN THE LAWN, 70 FT. W
 BH2406'OF THE STEEL FLAGPOLE, AND 56 FT. SE OF THE CENTER OF A STONE
 BH2406'AND CONCRETE WELLHOUSE.  A STANDARD DISK, STAMPED CAN 1910 NO 1 1935
 BH2406'AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BH2406'GROUND.
 BH2406'
 BH2406'REFERENCE MARK 2 IS 109.64 FT. NW OF THE STATION, 103 FT. S-SW OF THE
 BH2406'SW CORNER OF MR. AVERYS HOUSE, AND 60 FT. W OF THE CENTERLINE OF
 BH2406'THE CONCRETE WALK.  A STANDARD DISK, STAMPED CAN 1910 NO 2 1935 AND
 BH2406'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BH2406'
 BH2406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55-57 AND
 BH2406'RACE TRACK ROAD (KNOWN AS FIVE POINTS) IN DIBERVILLE, GO
 BH2406'E ON RACE TRACK ROAD FOR 0.7 MI. TO A SHELL ROAD ON THE RIGHT AND
 BH2406'SIGN GULF STREAM POINT, TURN RIGHT (S) AND GO 0.2 MI. TO THE
 BH2406'HOME OF MR. W.G. AVERY AND STATION.
 BH2406
 BH2406                          STATION RECOVERY (1966)
 BH2406
 BH2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2406'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  OWNER OF PROPERTY IS
 BH2406'NOW J.J. MILLER.  A PAVED ROAD LEADS TO VICINITY OF STATION (GULF
 BH2406'STREAM POINT ROAD - FORMER SHELL ROAD).
 BH2406
 BH2406                          STATION RECOVERY (1970)
 BH2406
 BH2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2406'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2406'CONDITION.  RECOVERY NOTES BY H.J.B. IN 1956 AND J.K.W. IN
 BH2406'1966 ARE ADEQUATE FOR RECOVERY WITH THE FOLLOWING EXCEPTION-
 BH2406'MEASUREMENTS TO THE HOUSE ARE NO LONGER VALID AS A NEW HOUSE HAS
 BH2406'BEEN CONSTRUCTED.
 BH2406
 BH2406                          STATION RECOVERY (1972)
 BH2406
 BH2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2406'THE STATION WAS VISITED 7-27-72 AND THE UNDERGROUND MARK (THE CENTER
 BH2406'OF A NECK OF A BOTTLE EMBEDDED IN A MASS OF CONCRETE) AND
 BH2406'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BH2406'SURFACE MARK WAS FOUND ABOUT 1.5 FEET OUT OF POSITION.  THE MARK
 BH2406'HAD BEEN IN THIS POSITION FOR AS FAR BACK AS 1950 AS INDICATED IN THE
 BH2406'PREVIOUS DESCRIPTION.  THE STATION SURFACE MARK WAS PLACED OVER THE
 BH2406'CENTER OF THE UNDERGROUND MARK AT THIS DATE.  A NEW BRICK HOUSE HAS
 BH2406'BEEN BUILT NORTH OF THE STATION, THE STATION AND THE REFERENCE
 BH2406'MARK NOW BEING IN THE FRONT LAWN OF THE HOUSE.  A NEW
 BH2406'DESCRIPTION FOLLOWS-
 BH2406'
 BH2406'THE STATION IS LOCATED ABOUT 1.85 MILES NORTH OF BILOXI, ON AVERY
 BH2406'POINT ON THE NORTH SHORE OF BACK BAY OF BILOXI, 0.8 MILE EAST OF
 BH2406'THE BACK BAY BRIDGE OF STATE HIGHWAY 15 AND 67, ON THE PROPERTY OWNED
 BH2406'BY MR. J.J. MILLER.  IT IS 85.5 FEET SOUTH OF THE SOUTHEAST
 BH2406'CORNER OF THE RED BRICK HOUSE, 59 FEET NORTH OF THE HIGH-WATER LINE
 BH2406'OF BACK BAY, 15 FEET EAST-NORTHEAST OF THE FLAG POLE, 17.5 FEET
 BH2406'EAST OF THE EAST EDGE OF THE WALK LEADING TO THE BOAT DOCK FROM THE
 BH2406'HOUSE, 32.5 FEET SOUTH-SOUTHWEST OF A 10-INCH MAGNOLIA TREE,
 BH2406'29.5 FEET WEST OF A 12-INCH LIVE OAK TREE, AND 52 FEET NORTH OF
 BH2406'THE EAST ONE OF TWO 12-INCH LIVE OAK TREES.  IT IS A TRIANGULATION
 BH2406'DISK STAMPED CAN 1910 1972.
 BH2406'
 BH2406'REFERENCE MARK NO. 1 IS 83.76 FEET WEST OF THE STATION, 95 FEET SSW
 BH2406'OF THE SOUTHWEST CORNER OF THE RED BRICK HOUSE, 70.5 FEET WEST
 BH2406'OF A FLAG POLE, 37 FEET NORTH OF THE HIGH WATER LINE OF THE BAY, 22
 BH2406'FEET EAST OF A 2-FOOT LIVE OAK TREE, 55.5 FEET SOUTH OF A WELL AND 5
 BH2406'FEET NORTHWEST OF A 6-INCH MAGNOLIA TREE.  IT IS A REFERENCE MARK
 BH2406'DISK STAMPED CAN NO 1 1935 FLUSH WITH THE GROUND.
 BH2406'
 BH2406'REFERENCE MARK NO. 2 IS 109.32 FEET NORTHWEST OF THE STATION, 6.5
 BH2406'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RED BRICK HOUSE,
 BH2406'23 FEET WEST OF THE SOUTHWEST CORNER OF THE PATIO, 5 FEET SOUTH OF
 BH2406'THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE.  IT IS A
 BH2406'REFERENCE MARK DISK, STAMPED CAN 1910 NO 2 1935, FLUSH WITH THE
 BH2406'GROUND.
 BH2406'
 BH2406'NO AZIMUTH WAS ESTABLISHED FOR THIS STATION.
 BH2406'
 BH2406'TO REACH THE STATION FROM THE RAILROAD CROSSING OF THE L AND N
 BH2406'RAILROAD JUST WEST OF THE L AND N RAILROAD STATION IN BILOXI GO
 BH2406'NORTH ON STATE HIGHWAY 15 AND 67 FOR 1.75 MILE TO THE CONCRETE BRIDGE
 BH2406'OVER BACK BAY, CONTINUE NORTH ON STATE HIGHWAYS 15 AND 67 FOR
 BH2406'0.2 MILES TO RACETRACK ROAD IN DIBERVILLE, TURN RIGHT AND GO EAST ON
 BH2406'RACE TRACK ROAD, FOR 0.85 MILE TO THE INTERSECTION WITH GULF STREAM
 BH2406'POINT, TURN RIGHT AND GO SOUTH ON GULF STREAM POINT ROAD FOR 0.15
 BH2406'MILE TO THE END OF THE STREET AND THE BEGINNING OF A SHELL
 BH2406'DRIVEWAY, CONTINUE SOUTH ON THE SHELL DRIVE FOR ABOUT 100
 BH2406'YARDS AND A LARGE RED BRICK HOUSE.  THE STATION IS BETWEEN THE SOUTH
 BH2406'SIDE OF THE HOUSE AND THE NORTH SHORE OF BACK BAY.
 BH2406'
 BH2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.8 MILES NORTH OF
 BH2406'BILOXI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1651 ***********************************************************************
 EG1651  DESIGNATION -  CANAAN
 EG1651  PID         -  EG1651
 EG1651  STATE/COUNTY-  MS/BENTON
 EG1651  USGS QUAD   -  CAMP HILL (1982)
 EG1651
 EG1651                         *CURRENT SURVEY CONTROL
 EG1651  ___________________________________________________________________
 EG1651* NAD 83(1993)-  34 56 53.44860(N)    089 07 06.47961(W)     ADJUSTED  
 EG1651* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 EG1651  ___________________________________________________________________
 EG1651  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EG1651  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG1651  HORZ ORDER  -  THIRD
 EG1651
 EG1651.The horizontal coordinates were established by classical geodetic methods
 EG1651.and adjusted by the National Geodetic Survey in May 1994.
 EG1651
 EG1651.The orthometric height was scaled from a topographic map.
 EG1651
 EG1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1651
 EG1651.The geoid height was determined by GEOID03.
 EG1651
 EG1651;                    North         East     Units Scale Factor Converg.
 EG1651;SPC MS E     -   604,161.643   273,955.576   MT  0.99995836   -0 09 48.0
 EG1651;SPC MS E     - 1,982,153.66    898,802.59   sFT  0.99995836   -0 09 48.0
 EG1651;SPC TN       -    72,757.174   315,170.670   MT  1.00006696   -1 49 32.4
 EG1651;SPC TN       -   238,704.16  1,034,022.44   sFT  1.00006696   -1 49 32.4
 EG1651;UTM  16      - 3,869,345.674   306,549.351   MT  1.00006125   -1 12 50.1
 EG1651
 EG1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1651!SPC MS E     -   0.99997718  x   0.99995836  =   0.99993554
 EG1651!SPC TN       -   0.99997718  x   1.00006696  =   1.00004414
 EG1651!UTM  16      -   0.99997718  x   1.00006125  =   1.00003843
 EG1651
 EG1651:                Primary Azimuth Mark                     Grid Az
 EG1651:SPC MS E     -  BENTON FIRE TOWER                        086 43 05.5
 EG1651:SPC TN       -  BENTON FIRE TOWER                        088 22 49.9
 EG1651:UTM  16      -  BENTON FIRE TOWER                        087 46 07.6
 EG1651
 EG1651|---------------------------------------------------------------------|
 EG1651| PID    Reference Object                     Distance      Geod. Az  |
 EG1651|                                                           dddmmss.s |
 EG1651| EG1649 BENTON FIRE TOWER                   APPROX. 7.9 KM 0863317.5 |
 EG1651| CG3338 CANAAN AZ MK                                       0933644.1 |
 EG1651| CG3339 CANAAN RM 1                          25.885 METERS 22549     |
 EG1651| CG3340 CANAAN RM 2                          20.404 METERS 30555     |
 EG1651|---------------------------------------------------------------------|
 EG1651
 EG1651                          SUPERSEDED SURVEY CONTROL
 EG1651
 EG1651  NAD 83(1986)-  34 56 53.45974(N)    089 07 06.47923(W) AD(       ) 3
 EG1651  NAD 27      -  34 56 53.13055(N)    089 07 06.23997(W) AD(       ) 3
 EG1651
 EG1651.Superseded values are not recommended for survey control.
 EG1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1651.See file dsdata.txt to determine how the superseded data were derived.
 EG1651
 EG1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0654969346(NAD 83)
 EG1651_MARKER: DS = TRIANGULATION STATION DISK
 EG1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1651
 EG1651  HISTORY     - Date     Condition        Report By
 EG1651  HISTORY     - 1966     MONUMENTED       CGS
 EG1651  HISTORY     - 20080402 MARK NOT FOUND   MSDOT
 EG1651
 EG1651                          STATION DESCRIPTION
 EG1651
 EG1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1651'STATION IS LOCATED ABOUT 12 MILES WEST OF WALNUT, 9 MILES NORTHEAST
 EG1651'OF ASHLAND, 8
 EG1651'MILES SOUTHEAST OF GRAND JUNCTION, TENNESSEE, ON NORTH
 EG1651'SIDE OF U S 72 AT NEW CANAAN AND
 EG1651'ON LAND OWNED BY RAYMOND RODGERS,
 EG1651'412 CHURCH STREET, TRENTON, TENNESSEE.
 EG1651'
 EG1651'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND STATE ROUTE 15, ON
 EG1651'THE NORTH EDGE OF
 EG1651'WALNUT, GO WEST ON U S HIGHWAY 72 FOR 11.85 MILES
 EG1651'TO THE AZIMUTH MARK ON THE LEFT AS
 EG1651'DESCRIBED, CONTINUE WEST ON U S
 EG1651'HIGHWAY 72 FOR 0.25 MILE TO DIAGONAL CROSSROAD AND
 EG1651'HINES COUNTRY
 EG1651'STORE IN SOUTHEAST CORNER OF INTERSECTION, TURN RIGHT ON ROAD AND GO
 EG1651'NORTHERLY 150 FEET
 EG1651'TO STATION ON LEFT AS DESCRIBED.
 EG1651'
 EG1651'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1651'
 EG1651'STATION MARK, STAMPED CANAAN 1966, PROJECTS 4 INCHES.  IT IS 67 FEET
 EG1651'NORTHEAST OF
 EG1651'CENTER OF ROAD, 21.5 FEET EAST-NORTHEAST OF TRIANGLE
 EG1651'BLAZED PINE TREE, 38.5 FEET
 EG1651'NORTHWEST OF BLAZED PINE TREE AND 1.7
 EG1651'FEET SOUTHWEST OF WITNESS POST.
 EG1651'
 EG1651'RM 1, STAMPED CANAAN NO 1 1966, PROJECTS 6 INCHES.  IT IS 93 FEET
 EG1651'NORTH OF CENTER OF
 EG1651'U S HIGHWAY 72, 70 FEET SOUTH OF TRIANGLE BLAZED
 EG1651'PINE TREE AND 1.7 FEET NORTHWEST OF A
 EG1651'METAL WITNESS POST.
 EG1651'
 EG1651'RM 2, STAMPED CANAAN NO 2 1966, PROJECTS 4 INCHES.  IT IS 51.3 FEET
 EG1651'NORTHWEST OF A
 EG1651'TRIANGLE BLAZED TREE, 5 FEET SOUTH OF 10 INCH PINE
 EG1651'TREE AND 2 FEET SOUTHEAST OF A
 EG1651'METAL WITNESS POST.
 EG1651'
 EG1651'AZIMUTH MARK, STAMPED CANAAN 1966, PROJECTS 2 INCHES.  IT IS 65.6
 EG1651'FEET SOUTH OF
 EG1651'CENTER OF U S HIGHWAY 72, 0.05 MILE WEST OF CENTER OF
 EG1651'DRIVEWAY TO HOUSE, 34 FEET
 EG1651'SOUTHWEST OF TWIN TRUNK TREE, 3 FEET NORTH
 EG1651'OF FENCE AND 2 FEET WEST OF METAL WITNESS POST.
 EG1651'
 EG1651'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1651
 EG1651                          STATION RECOVERY (2008)
 EG1651
 EG1651'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1651'FAILED TO LOCATE STATION CANAAN, RM 1, RM 2, OR AZ MARK. RM 2 AND AZ
 EG1651'MARK APPARENTLY DESTROYED BY HWY 72 AND STATION AND RM 1 BY FARM
 EG1651'BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7177 ***********************************************************************
 AI7177  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7177  DESIGNATION -  CANAL
 AI7177  PID         -  AI7177
 AI7177  STATE/COUNTY-  MS/HANCOCK
 AI7177  USGS QUAD   -  LOGTOWN (1993)
 AI7177
 AI7177                         *CURRENT SURVEY CONTROL
 AI7177  ___________________________________________________________________
 AI7177* NAD 83(2007)-  30 21 47.31016(N)    089 34 04.82335(W)     ADJUSTED  
 AI7177* NAVD 88     -         5.57   (meters)      18.3    (feet)  GPS OBS   
 AI7177  ___________________________________________________________________
 AI7177  EPOCH DATE  -        2002.00
 AI7177  X           -      41,528.320 (meters)                     COMP
 AI7177  Y           -  -5,507,842.885 (meters)                     COMP
 AI7177  Z           -   3,205,161.691 (meters)                     COMP
 AI7177  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AI7177  ELLIP HEIGHT-         -21.697 (meters)          (02/10/07) ADJUSTED
 AI7177  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AI7177
 AI7177  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7177  Type    PID    Designation                      North   East  Ellip
 AI7177  -------------------------------------------------------------------
 AI7177  NETWORK AI7177 CANAL                             0.47   0.53   0.94
 AI7177  -------------------------------------------------------------------
 AI7177
 AI7177.The horizontal coordinates were established by GPS observations
 AI7177.and adjusted by the National Geodetic Survey in February 2007.
 AI7177
 AI7177.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7177.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7177.The horizontal coordinates are valid at the epoch date displayed above.
 AI7177.The epoch date for horizontal control is a decimal equivalence
 AI7177.of Year/Month/Day.
 AI7177
 AI7177.The orthometric height was determined by GPS observations and a
 AI7177.high-resolution geoid model.
 AI7177.The orthometric height was determined by GPS observations and a
 AI7177.high-resolution geoid model using precise GPS observation and
 AI7177.processing techniques.
 AI7177
 AI7177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7177
 AI7177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7177
 AI7177.The ellipsoidal height was determined by GPS observations
 AI7177.and is referenced to NAD 83.
 AI7177
 AI7177.The geoid height was determined by GEOID03.
 AI7177
 AI7177;                    North         East     Units Scale Factor Converg.
 AI7177;SPC MS E     -    95,904.479   229,376.205   MT  1.00001151   -0 22 17.0
 AI7177;SPC MS E     -   314,646.61    752,545.10   sFT  1.00001151   -0 22 17.0
 AI7177;UTM  16      - 3,361,822.533   253,187.743   MT  1.00035158   -1 17 55.4
 AI7177
 AI7177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7177!SPC MS E     -   1.00000341  x   1.00001151  =   1.00001492
 AI7177!UTM  16      -   1.00000341  x   1.00035158  =   1.00035499
 AI7177
 AI7177                          SUPERSEDED SURVEY CONTROL
 AI7177
 AI7177  ELLIP H (03/26/02)  -21.695  (m)                       GP(       ) 4 2
 AI7177  NAD 83(1993)-  30 21 47.31013(N)    089 34 04.82362(W) AD(       ) A
 AI7177  ELLIP H (08/18/00)  -21.700  (m)                       GP(       ) 4 1
 AI7177
 AI7177.Superseded values are not recommended for survey control.
 AI7177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7177.See file dsdata.txt to determine how the superseded data were derived.
 AI7177
 AI7177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5318861823(NAD 83)
 AI7177_MARKER: I = METAL ROD
 AI7177_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7177_STAMPING: CANAL 2000
 AI7177_MARK LOGO: NGS   
 AI7177_PROJECTION: FLUSH
 AI7177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7177+STABILITY: POSITION/ELEVATION WELL
 AI7177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7177+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7177_ROD/PIPE-DEPTH: 31.5 meters
 AI7177_SLEEVE-DEPTH  : 0.90 meters
 AI7177
 AI7177  HISTORY     - Date     Condition        Report By
 AI7177  HISTORY     - 2000     MONUMENTED       NGS
 AI7177
 AI7177                          STATION DESCRIPTION
 AI7177
 AI7177'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7177'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7177'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7177'STENNIS SPACE CENTER, IN AN OPEN AREA JUST SOUTH OF A WOODS, AND
 AI7177'ADJACENT TO A DOCK ALONG A CANAL.  OWNERSHIP--JOHN C.  STENNIS SPACE
 AI7177'CENTER.  CONTACT MR.  RICHARD B.  SELLERS, COMMERCIAL REMOTE SENSING
 AI7177'PROGRAM, LOCKHEED MARTIN STENNIS OPERATIONS BUILDING 1210, STENNIS
 AI7177'SPACE CENTER, MS 39529, FOR PERMISSION TO OCCUPY THIS STATION AND TO
 AI7177'OBTAIN THE REQUIRED BADGES.  PHONE 228-688-1969.  TO REACH FROM THE
 AI7177'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY
 AI7177'607 (TRENT LOTT PARKWAY) AT EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR
 AI7177'3.38 KM (2.10 MI) TO A GUARD BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607
 AI7177'FOR 3.3 KM (2.05 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON
 AI7177'SATURN DRIVE FOR 3.14 KM (1.95 MI) TO A GRAVEL CROSSROAD (STATION DEER
 AI7177'IS ON THE RIGHT) .  TURN LEFT, NORTH, ON THE ROAD FOR 0.35 KM (0.20
 AI7177'MI) TO A GRAVEL T-JUNCTION.  TURN RIGHT, EAST, ON STANDBY ROAD FOR
 AI7177'1.70 KM (1.05 MI) TO A GRAVEL T-JUNCTION.  TURN RIGHT, SOUTH, ON
 AI7177'RUFFIN ROAD FOR 0.67 KM (0.40 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT,
 AI7177'SOUTHEASTERLY, ON LATERAL ACCESS ROAD FOR 0.81 KM (0.50 MI) TO A
 AI7177'GRAVEL T-JUNCTION AND A WHITE METAL SHED AHEAD.  TURN RIGHT, SOUTH, ON
 AI7177'KDT ROAD FOR 0.45 KM (0.25 MI) TO THE STATION ON THE LEFT JUST BEFORE
 AI7177'THE CANAL AND DOCK.  THE STATION IS A DRILL HOLE TOP CENTER OF A
 AI7177'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.90 CM LONG
 AI7177'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AI7177'SET FLUSH WITH THE GROUND.  IT IS 59.8 M (196.2 FT) NORTHEAST OF THE
 AI7177'EASTERN MOST CORNER OF THE CEMENT DOCK, 37.9 M (124.3 FT) SOUTHEAST OF
 AI7177'POWER POLE NUMBER 1032 WITH TWO TRANSFORMERS AND GUY WIRES, AND 0.95
 AI7177'NORTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO
 AI7177'REFUSAL AT A DEPTH OF 31.5 M.  (103.3 FT) NOTE--THE DRILL HOLE IS
 AI7177'APPROXIMATELY 1 MM IN DIAMETER AND 2 MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2061 ***********************************************************************
 EG2061  DESIGNATION -  CANAL 2
 EG2061  PID         -  EG2061
 EG2061  STATE/COUNTY-  MS/ALCORN
 EG2061  USGS QUAD   -  RIENZI (1982)
 EG2061
 EG2061                         *CURRENT SURVEY CONTROL
 EG2061  ___________________________________________________________________
 EG2061* NAD 83(1986)-  34 50 39.     (N)    088 33 34.     (W)     SCALED    
 EG2061* NAVD 88     -       148.58   (meters)     487.5    (feet)  RESET     
 EG2061  ___________________________________________________________________
 EG2061  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG2061  VERT ORDER  -  THIRD
 EG2061
 EG2061.The horizontal coordinates were scaled from a topographic map and have
 EG2061.an estimated accuracy of +/- 6 seconds.
 EG2061
 EG2061.The orthometric height was computed from unverified reset data.
 EG2061.No vertical observational check was made to the station.
 EG2061
 EG2061.The geoid height was determined by GEOID03.
 EG2061
 EG2061;                    North         East    Units  Estimated Accuracy
 EG2061;SPC MS E     -   592,620.      325,050.      MT  (+/- 180 meters Scaled)
 EG2061
 EG2061                          SUPERSEDED SURVEY CONTROL
 EG2061
 EG2061.No superseded survey control is available for this station.
 EG2061
 EG2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574568(NAD 83)
 EG2061_MARKER: DH = HORIZONTAL CONTROL DISK
 EG2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2061_SP_SET: CONCRETE POST
 EG2061_STAMPING: CANAL 2 1989
 EG2061_MARK LOGO: NGS   
 EG2061_PROJECTION: FLUSH
 EG2061_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2061+STABILITY: SURFACE MOTION
 EG2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2061+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 EG2061
 EG2061  HISTORY     - Date     Condition        Report By
 EG2061  HISTORY     - 1989     MONUMENTED       MSHD
 EG2061  HISTORY     - 19891018 GOOD             MSHD
 EG2061
 EG2061                          STATION DESCRIPTION
 EG2061
 EG2061'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 EG2061'9.8 KM (6.10 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY 72
 EG2061'OVERPASS ON THE WEST EDGE OF CORINTH, TO A WATER TANK AND MARK ON THE
 EG2061'RIGHT, 17.37 M (57.0 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 EG2061'OF HIGHWAY 45, 19.35 M (63.5 FT) NORTH NORTHWEST OF A POWER POLE WITH
 EG2061'THREE TRANSFORMERS, 17.67 M (58.0 FT) SOUTH OF A POWER POLE, 7.07 M
 EG2061'(23.2 FT) NORTHEAST OF THE NORTHEAST LEG OF WATER TANK, 4.87 M
 EG2061'(16.0 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, 2.04 M (6.7 FT) WEST
 EG2061'NORTHWEST OF NORTHEAST FENCE CORNER AROUND WATER TANK AND 0.70 M
 EG2061'(2.3 FT) NORTH OF THE FENCE AND CARSONITE WITNESS POST. A DISK SET IN
 EG2061'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG2061
 EG2061                          STATION RECOVERY (1989)
 EG2061
 EG2061'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR)
 EG2061'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF RIENZI, 8.0 KM (5.0
 EG2061'MI) SOUTHWEST OF CORINTH AND ON THE PROPERTY OF COUNTY, AT SITE OF
 EG2061'WATER TANK.
 EG2061'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE
 EG2061'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 8.5 KM (5.3 MI) TO A
 EG2061'CHURCH ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 45 FOR 1.3 KM (0.8 MI)
 EG2061'TO A WATER TANK AND STATION ON THE RIGHT.
 EG2061'STATION MARK IS A STANDARD NGS DISK, STAMPED---CANAL 2 1989---SURFACE
 EG2061'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT
 EG2061'IS 17.4 M (57.1 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 EG2061'HIGHWAY 45, 19.4 M (63.6 FT) NORTH NORTHWEST OF A POWER POLE WITH
 EG2061'THREE TRANSFORMERS ATTACHED, 17.7 M (58.1 FT) SOUTH OF A POWER POLE,
 EG2061'7.1 M (23.3 FT) NORTHEAST OF THE NORTHEAST LEG OF WATER TANK, 4.9 M
 EG2061'(16.1 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, 2.0 M (6.6 FT) WEST
 EG2061'NORTHWEST OF THE NORTHEAST FENCE CORNER AROUND WATER TANK AND 0.7 M
 EG2061'(2.3 FT) NORTH OF FENCE AND CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2304 ***********************************************************************
 BW2304  DESIGNATION -  CANE
 BW2304  PID         -  BW2304
 BW2304  STATE/COUNTY-  MS/AMITE
 BW2304  USGS QUAD   -  LAKE TANGIPAHOA (1972)
 BW2304
 BW2304                         *CURRENT SURVEY CONTROL
 BW2304  ___________________________________________________________________
 BW2304* NAD 83(1993)-  31 12 04.94084(N)    090 34 02.30410(W)     ADJUSTED  
 BW2304* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 BW2304  ___________________________________________________________________
 BW2304  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BW2304  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BW2304  HORZ ORDER  -  THIRD
 BW2304
 BW2304.The horizontal coordinates were established by classical geodetic methods
 BW2304.and adjusted by the National Geodetic Survey in May 1994.
 BW2304
 BW2304.The orthometric height was scaled from a topographic map.
 BW2304
 BW2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2304
 BW2304.The geoid height was determined by GEOID03.
 BW2304
 BW2304;                    North         East     Units Scale Factor Converg.
 BW2304;SPC MS W     -   188,625.607   677,702.727   MT  0.99995613   -0 07 16.4
 BW2304;SPC MS W     -   618,849.18  2,223,429.70   sFT  0.99995613   -0 07 16.4
 BW2304;UTM  15      - 3,454,469.453   731,782.690   MT  1.00026270   +1 15 38.9
 BW2304
 BW2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2304!SPC MS W     -   0.99998424  x   0.99995613  =   0.99994037
 BW2304!UTM  15      -   0.99998424  x   1.00026270  =   1.00024694
 BW2304
 BW2304:                Primary Azimuth Mark                     Grid Az
 BW2304:SPC MS W     -  CANE AZ MK                               084 37 49.0
 BW2304:UTM  15      -  CANE AZ MK                               083 14 53.7
 BW2304
 BW2304|---------------------------------------------------------------------|
 BW2304| PID    Reference Object                     Distance      Geod. Az  |
 BW2304|                                                           dddmmss.s |
 BW2304| CY3962 CANE AZ MK                                         0843032.6 |
 BW2304| CY3963 CANE RM 1                            29.898 METERS 25532     |
 BW2304| CY3964 CANE RM 2                            25.819 METERS 34338     |
 BW2304|---------------------------------------------------------------------|
 BW2304
 BW2304                          SUPERSEDED SURVEY CONTROL
 BW2304
 BW2304  NAD 83(1986)-  31 12 04.95653(N)    090 34 02.30037(W) AD(       ) 3
 BW2304  NAD 27      -  31 12 04.31600(N)    090 34 01.94300(W) AD(       ) 3
 BW2304
 BW2304.Superseded values are not recommended for survey control.
 BW2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2304.See file dsdata.txt to determine how the superseded data were derived.
 BW2304
 BW2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3178354469(NAD 83)
 BW2304_MARKER: DS = TRIANGULATION STATION DISK
 BW2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2304
 BW2304  HISTORY     - Date     Condition        Report By
 BW2304  HISTORY     - 1949     MONUMENTED       CGS
 BW2304  HISTORY     - 1955     GOOD             CGS
 BW2304  HISTORY     - 1969     GOOD             MSHD
 BW2304
 BW2304                          STATION DESCRIPTION
 BW2304
 BW2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2304'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 24,
 BW2304'IN A SMALL PLOT OF LAND BETWEEN THE HIGHWAY AND A DIRT ROAD
 BW2304'LEADING NORTHWEST, ABOUT 7 MILES WEST OF MC COMB, 1.15 MILES
 BW2304'WEST OF THE PIKE-AMITE COUNTY LINE, 204 FEET WEST OF THE
 BW2304'APPROXIMATE CENTERLINE OF STATE HIGHWAY 24 AND A DIRT ROAD
 BW2304'LEADING NORTHWEST, 53.4 FEET NORTH OF THE CENTERLINE OF THE
 BW2304'HIGHWAY, 43 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 BW2304'ROAD, 33 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST AND ON
 BW2304'THE HIGHWAY PROPERTY.
 BW2304'
 BW2304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 BW2304'STATE HIGHWAY 24 IN THE SOUTH EDGE OF MC COMB, GO WESTERLY
 BW2304'ON THE LATTER FOR 6.05 MILES TO THE PIKE-AMITE COUNTY LINE,
 BW2304'CONTINUE WEST ON THE HIGHWAY FOR 0.5 MILE TO THE AZIMUITH MARK
 BW2304'ON THE LEFT, CONTINUE WEST ON HIGHWAY FOR 0.65 MILE TO THE
 BW2304'STATION ON THE RIGHT AS DESCRIBED.
 BW2304'
 BW2304'THE STATION MARK IS A STANDARD USC AND GS STATION MARK
 BW2304'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 BW2304'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CANE 1949.
 BW2304'
 BW2304'REFERENCE MARK NO. 1 IS 42.5 FEET NORTH OF THE CENTERLINE
 BW2304'OF THE HIGHWAY.  THE MARK IS A STANDARD REFERENCE MARK DISK
 BW2304'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 BW2304'PROJECTS 6 INCHES, AND THE DISK IS STAMPED CANE NO 1 1949.
 BW2304'
 BW2304'REFERENCE MARK NO. 2 IS 44 FEET NORTH OF THE APPROXIMATE
 BW2304'CENTERLINE OF THE DIRT ROAD, AND 2 FEET SOUTH OF A WIRE
 BW2304'FENCE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 BW2304'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 BW2304'4 INCHES, AND THE DISK IS STAMPED CANE NO 2 1949.
 BW2304'
 BW2304'THE AZIMUTH MARK IS 0.65 MILE FROM THE STATION, 49 FEET
 BW2304'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTHWEST
 BW2304'OF A 20-INCH OAK TREE AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 BW2304'MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 BW2304'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 6 INCHES,
 BW2304'AND THE DISK IS STAMPED CANE 1949.
 BW2304'
 BW2304'77 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BW2304'PIKAMITE
 BW2304'
 BW2304'77 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATION
 BW2304'QUIN
 BW2304'
 BW2304'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2304
 BW2304                          STATION RECOVERY (1955)
 BW2304
 BW2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2304'THE STATION WAS VISITED 6-8-55 AND ALL MARKS WERE FOUND IN
 BW2304'GOOD CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2304
 BW2304                          STATION RECOVERY (1969)
 BW2304
 BW2304'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2304'THE STATION WAS VISITED 5-15-69 AND THE STATION MARK, REFERENCE
 BW2304'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2304'CONDITION.
 BW2304'
 BW2304'THE STATION IS LOCATED 7.3 MILES SOUTHWEST OF MC COMB ON THE
 BW2304'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 24, 7.3 MILES NORTHWEST
 BW2304'OF MAGNOLIA, 14.7 MILES NORTHEAST OF LIBERTY, 1.1 MILES
 BW2304'WEST OF THE PIKE-AMITE COUNTY LINE, AND IS IN THE NORTHEAST
 BW2304'1/4 OF SECTION 26, T 3N, R 6E.  IT IS 204 FEET WEST NORTHWEST
 BW2304'OF THE CENTER OF THE JUNCTION, 53 FEET NORTH OF THE CENTER OF
 BW2304'HIGHWAY 24, 40 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 BW2304'32.5 FEET WEST OF A RIGHT-OF-WAY MARKER, 18 FEET SOUTHEAST
 BW2304'OF A 9 INCH TWIN OAK AND 1 FOOT NORTH OF A METAL WITNESS
 BW2304'POST.
 BW2304'
 BW2304'IT IS A STANDARD TRIANGULATION DISK, STAMPED CANE 1949 PROJECTING
 BW2304'6 INCHES.
 BW2304'
 BW2304'REFERENCE MARK NO. 1 IS 98.09 FEET WEST SOUTHWEST OF THE
 BW2304'STATION.  IT IS 43 FEET NORTH OF THE CENTER OF HIGHWAY 24,
 BW2304'6 FEET NORTH OF THE EDGE OF A 4 FOOT BANK, 35.5 FEET
 BW2304'WEST-SOUTHWEST OF A 10 INCH OAK AND 1 FOOT NORTH OF A METAL
 BW2304'WITNESS POST.  IT IS A STANDARD DISK, STAMPED CANE NO 1 1949
 BW2304'PROJECTING 4 INCHES.
 BW2304'
 BW2304'REFERENCE MARK NO. 2 IS 84.71 FEET NORTH NORTHWEST OF THE STATION.
 BW2304'IT IS 41 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 6 FEET
 BW2304'NORTHWEST OF A 16 INCH OAK, 18 FEET NORTH OF A 12 INCH PINE,
 BW2304'2.5 FEET SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 BW2304'POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED CANE
 BW2304'NO 2 1949 PROJECTING 2 INCHES.
 BW2304'
 BW2304'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 127.46
 BW2304'FEET.
 BW2304'
 BW2304'THE AZIMUTH MARK IS 0.65 MILE EAST NORTHEAST OF THE STATION.
 BW2304'IT IS 49 FEET SOUTH OF THE CENTER OF HIGHWAY 24, 15 FEET
 BW2304'NORTHWEST OF A 24 INCH OAK, 1 FOOT NORTH OF A FENCE AND 1
 BW2304'FOOT SOUTH OF A METAL WITNESS POST.  (NOTE) A SMALL AMOUNT
 BW2304'OF CLEARING ALONG THE HIGHWAY RIGHT-OF-WAY WILL BE REQUIRED
 BW2304'IN ORDER FOR THE STATION TO BE VISIBLE FROM THE AZIMUTH.
 BW2304'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED CANE 1949
 BW2304'PROJECTING 8 INCHES.
 BW2304'
 BW2304'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MC COMB
 BW2304'GO SOUTHEAST ON DELAWARE AVENUE FOR 0.25 MILE TO THE INTERSECTION
 BW2304'OF BROADWAY.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON BROADWAY
 BW2304'(U.S. HIGHWAY 51) FOR 1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BW2304'98.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 98
 BW2304'FOR 1.8 MILES TO I-55.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 BW2304'24 FOR 3.6 MILES TO A CROSSROADS.  CONTINUE WEST ON STATE
 BW2304'HIGHWAY 24 FOR 0.8 MILE TO THE AZIMUTH ON THE LEFT.  CONTINUE
 BW2304'WEST ON STATE HIGHWAY 24 FOR 0.6 MILE TO AN ANGLING SIDE ROAD
 BW2304'AND THE STATION ON THE RIGHT.
 BW2304'
 BW2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES EAST
 BW2304'OF MC ELVEEN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2802 ***********************************************************************
 CP2802  DESIGNATION -  CANE
 CP2802  PID         -  CP2802
 CP2802  STATE/COUNTY-  MS/ISSAQUENA
 CP2802  USGS QUAD   -  CANE BAYOU (1988)
 CP2802
 CP2802                         *CURRENT SURVEY CONTROL
 CP2802  ___________________________________________________________________
 CP2802* NAD 83(1993)-  32 36 46.26346(N)    090 59 37.05328(W)     ADJUSTED  
 CP2802* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP2802  ___________________________________________________________________
 CP2802  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CP2802  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2802  HORZ ORDER  -  SECOND
 CP2802
 CP2802.The horizontal coordinates were established by classical geodetic methods
 CP2802.and adjusted by the National Geodetic Survey in May 1994.
 CP2802
 CP2802.The orthometric height was scaled from a topographic map.
 CP2802
 CP2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2802
 CP2802.The geoid height was determined by GEOID03.
 CP2802
 CP2802;                    North         East     Units Scale Factor Converg.
 CP2802;SPC MS W     -   345,298.751   638,027.973   MT  0.99999734   -0 21 21.2
 CP2802;SPC MS W     - 1,132,867.65  2,093,263.44   sFT  0.99999734   -0 21 21.2
 CP2802;SPC LA N     -   235,251.523 1,141,380.871   MT  0.99998817   +0 47 47.1
 CP2802;SPC LA N     -   771,821.04  3,744,680.41   sFT  0.99998817   +0 47 47.1
 CP2802;UTM  15      - 3,610,145.850   688,257.629   MT  1.00003704   +1 04 54.0
 CP2802
 CP2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2802!SPC MS W     -   0.99999977  x   0.99999734  =   0.99999711
 CP2802!SPC LA N     -   0.99999977  x   0.99998817  =   0.99998794
 CP2802!UTM  15      -   0.99999977  x   1.00003704  =   1.00003681
 CP2802
 CP2802:                Primary Azimuth Mark                     Grid Az
 CP2802:SPC MS W     -  CANE AZ MK                               005 11 05.0
 CP2802:SPC LA N     -  CANE AZ MK                               004 01 56.7
 CP2802:UTM  15      -  CANE AZ MK                               003 44 49.8
 CP2802
 CP2802|---------------------------------------------------------------------|
 CP2802| PID    Reference Object                     Distance      Geod. Az  |
 CP2802|                                                           dddmmss.s |
 CP2802| CY3965 CANE AZ MK                                         0044943.8 |
 CP2802| CP2801 131 MSLD 1958                        92.321 METERS 02746     |
 CP2802| CY3966 CANE RM 1                            29.892 METERS 19304     |
 CP2802|---------------------------------------------------------------------|
 CP2802
 CP2802                          SUPERSEDED SURVEY CONTROL
 CP2802
 CP2802  NAD 83(1986)-  32 36 46.27592(N)    090 59 37.04797(W) AD(       ) 2
 CP2802  NAD 27      -  32 36 45.78620(N)    090 59 36.66750(W) AD(       ) 2
 CP2802
 CP2802.Superseded values are not recommended for survey control.
 CP2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2802.See file dsdata.txt to determine how the superseded data were derived.
 CP2802
 CP2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8825810146(NAD 83)
 CP2802_MARKER: DS = TRIANGULATION STATION DISK
 CP2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2802
 CP2802  HISTORY     - Date     Condition        Report By
 CP2802  HISTORY     - 1958     MONUMENTED       CGS
 CP2802  HISTORY     - 1970     GOOD             MSHD
 CP2802  HISTORY     - 19810301 GOOD             MSSU
 CP2802
 CP2802                          STATION DESCRIPTION
 CP2802
 CP2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2802'STATION IS LOCATED ABOUT 8 MILES SOUTH AND 2-1/2 MILES EAST
 CP2802'OF FITLER, 7-3/4 MILES WEST AND 1-1/2 MILES SOUTH OF VALLEY PARK,
 CP2802'2-1/2 MILES NORTH OF THE ISSAQUENA-WARREN COUNTY LINE, 1 MILE
 CP2802'NORTH AND 1/4 MILE WEST OF THE JUNCTION OF THE CANE AND STEELE
 CP2802'BAYOUS, 1/2 MILE EAST OF THE ALBEMARLE BEND OF THE MISSISSIPPI
 CP2802'RIVER, IN THE WEST CENTRAL PART OF SECTION 23, T 9 N, R 8 W AND
 CP2802'AT THE EXTREME NORTH END OF A LONG, GRADUAL CURVE IN LEVEE AND ON
 CP2802'THE EAST SLOPE OF THE LEVEE.
 CP2802'
 CP2802'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY
 CP2802'1, AT ONWARD, GO WEST ON STATE HIGHWAY 1 FOR 4.55 MILES TO
 CP2802'THE JUNCTION OF STATE HIGHWAY 465.  TURN LEFT AND FOLLOW HIGHWAY
 CP2802'465 SOUTH AND SOUTHWESTERLY FOR 5.4 MILES TO THE TOP OF THE
 CP2802'LEVEE.  TURN LEFT AND CONTINUE ON HIGHWAY 465 ALONG TOP OF
 CP2802'LEVEE SOUTHEASTERLY FOR 4.35 MILES TO A SIDE ROAD RIGHT AT SIGN
 CP2802'BOBS BOAT CAMP.  CONTINUE SOUTHEAST ON HIGHWAY FOR 0.9 MILE TO
 CP2802'A POINT WHERE ROAD AND LEVEE CURVE TO THE RIGHT AND AZIMUTH
 CP2802'MARK ON LEFT AND JUST BEYOND CURVE AT THE EAST BASE OF THE
 CP2802'LEVEE SLOPE.  CONTINUE SOUTH ON HIGHWAY FOR 0.5 MILE TO A
 CP2802'POINT WHERE THE ROAD AND LEVEE START A CURVE TO THE RIGHT AND
 CP2802'STATION ON THE LEFT.
 CP2802'
 CP2802'STATION MARKS ARE STANDARD DISKS, STAMPED CANE 1958.  UNDERGROUND
 CP2802'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 CP2802'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH
 CP2802'SQUARE, CONCRETE POST WHICH IS FLUSH WITH GROUND SURFACE, 250
 CP2802'FEET NORTHWEST OF A GUYED POWERLINE POLE, 153 FEET WEST OF A
 CP2802'NORTH-SOUTH LEVEE RIGHT-OF-WAY FENCE, 41 FEET EAST OF THE
 CP2802'HIGHWAY CENTER AND ABOUT 6 FEET BELOW THE TOP OF THE LEVEE.
 CP2802'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTHWEST OF
 CP2802'THE MARK.
 CP2802'
 CP2802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANE NO 1 1958.
 CP2802'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2802'PROJECTING 2 INCHES, 211 FEET WEST OF THE POWERLINE POLE,
 CP2802'154 FEET WEST OF THE FENCE, 46 FEET EAST OF THE HIGHWAY CENTER
 CP2802'AND ABOUT 8 FEET BELOW THE TOP OF THE LEVEE.
 CP2802'
 CP2802'131 (MLD) (R.M. 2) IS A MISSISSIPPI LEVEE DISTRICT DISK,
 CP2802'STAMPED 131 1915.  IT IS SET IN THE TOP OF A 24 INCH ROUND,
 CP2802'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE, 437
 CP2802'FEET NORTH OF THE POWERLINE POLE, 156 FEET EAST OF THE
 CP2802'HIGHWAY CENTER, 19 FEET WEST OF THE FENCE AND AT THE EAST
 CP2802'BASE OF THE LEVEE SLOPE.  A 6 IN X 6 IN CONCRETE WITNESS POST
 CP2802'PROJECTING 3 FEET WAS SET 2 FEET EAST OF THE MARK.
 CP2802'
 CP2802'AZIMUTH MARK IS A STANDARD DISK, STAMPED CANE 1958.  IT IS
 CP2802'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2802'6 INCHES, 273 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 CP2802'ROAD CURVE, 182 FEET NORTH-NORTHWEST OF A POWERLINE POLE,
 CP2802'158 FEET EAST OF THE HIGHWAY CENTER AND 4 FEET WEST OF A
 CP2802'NORTH-SOUTH LEVEE RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE
 CP2802'WITNESS POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 CP2802'
 CP2802'A TRAVERSE CONNECTION WAS MADE TO 131 (MLD).
 CP2802'
 CP2802'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2802
 CP2802                          STATION RECOVERY (1970)
 CP2802
 CP2802'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2802'THE STATION WAS VISITED 9-4-70 AND THE STATION MARK, REFERENCE MARK,
 CP2802'NO.1, NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2802'
 CP2802'THE STATION IS LOCATED 7.9 MILES WEST SOUTHWEST OF VALLEY PARK,
 CP2802'8.7 MILES SOUTHWEST OF ONWARD, 14 MILES NORTHWEST OF REDWOOD AT THE
 CP2802'EXTREME NORTH END OF A LONG GRADUAL CURVE IN THE LEVEE, ON THE EAST
 CP2802'SLOPE OF THE LEVEE IN THE SOUTHWEST 1/4 OF SECTION 23, T9N, R8W.
 CP2802'IT IS 35 FEET EAST OF THE CENTER OF THE LEVEE, 152 FEET WEST OF A
 CP2802'R.O.W. FENCE, 236 FEET NORTHWEST OF A POWER LINE POLE WITH GUY
 CP2802'WIRES, 239.5 FEET SOUTHWEST OF ANOTHER POWER LINE POLE, 1 FOOT EAST
 CP2802'OF A METAL WITNESS POST AND 6 FEET BELOW THE LEVEL OF THE LEVEE.
 CP2802'
 CP2802'IT IS A TRIANGULATION DISK, STAMPED CANE 1958 AND IS FLUSH WITH
 CP2802'THE GROUND.
 CP2802'
 CP2802'REFERENCE MARK NO. 1 IS 98.07 FEET SOUTH OF THE STATION.  IT IS 41
 CP2802'FEET EAST OF THE CENTER OF THE LEVEE, 152 FEET WEST OF A R.O.W.
 CP2802'FENCE, 195.5 FEET WEST OF A POWER LINE POLE WITH GUY WIRES, 66 FEET
 CP2802'WEST OF THE EAST EDGE OF THE SECOND STEP OF THE LEVEE, 1 FOOT
 CP2802'EAST OF A METAL WITNESS POST AND ABOUT 8 FEET BELOW THE LEVEL OF
 CP2802'THE LEVEE.  IT IS A REFERENCE DISK, STAMPED CANE NO 1 1958,
 CP2802'PROJECTING 2 INCHES.
 CP2802'
 CP2802'131 (MLD) RM-2 IS 303.70 FEET NORTH NORTHEAST OF THE STATION.  IT IS
 CP2802'156 FEET EAST OF THE CENTER OF THE LEVEE, 20 FEET WEST OF A R.O.W.
 CP2802'FENCE, 97 FEET NORTHWEST OF A POWER LINE POLE, 2.5 FEET WEST OF A
 CP2802'6X6 FOOT CONCRETE POST.  IT IS A MISSISSIPPI DISTRICT DISK IN A
 CP2802'24 INCH ROUND CONCRETE POST.  IT IS STAMPED 131 1915, PROJECTING
 CP2802'2 INCHES.
 CP2802'
 CP2802'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 273 FEET
 CP2802'SOUTHEAST OF THE APPROXIMATE CENTER OF THE CURVE IN THE LEVEE, 156
 CP2802'FEET EAST OF THE CENTER OF THE LEVEE, 223 FEET SOUTH OF A POWER
 CP2802'LINE POLE WITH GUY WIRES, 65 FEET NORTH NORTHWEST OF ANOTHER POWER
 CP2802'LINE POLE, 4 FEET WEST OF A R.O.W. FENCE AND 1 FOOT EAST OF A
 CP2802'METAL WITNESS POST.  (NOTE) THE STATION IS VISIBLE FROM THE
 CP2802'AZIMUTH.  IT IS AN AZIMUTH MARK DISK, STAMPED CANE 1958, PROJECTING
 CP2802'6 INCHES.
 CP2802'
 CP2802'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REDWOOD, GO
 CP2802'SOUTHWEST ON STATE HIGHWAY 3 FOR 0.25 MILE TO THE INTERSECTION OF
 CP2802'U.S. HIGHWAY 61.  TURN SHARPLY TO THE RIGHT AND CONTINUE NORTH ON
 CP2802'U.S. HIGHWAY 61 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 CP2802'465.  TURN LEFT AND CONTINUE SOUTHWEST ON STATE HIGHWAY 465 FOR
 CP2802'10.15 MILES TO A CATTLE GUARD JUST BEFORE REACHING A LEVEE AND
 CP2802'JUST BEYOND BRUNSWICKS STORE.  PASS THROUGH THE CATTLE GUARD AND
 CP2802'FOLLOW THE RIGHT RAMP ONTO THE LEVEE AND CONTINUE NORTHEAST ON
 CP2802'THE LEVEE FOR 2.5 MILES TO THE WARREN-ISSAQUENA COUNTY LINE.
 CP2802'CONTINUE NORTHEAST ON THE LEVEE FOR 2.7 MILES TO A CATTLE GUARD.
 CP2802'CONTINUE NORTHEAST ON THE LEVEE FOR 0.7 MILES TO WHERE THE LEVEE
 CP2802'CURVES LEFT, AND THE STATION IS ON THE RIGHT.  TO REACH THE
 CP2802'AZIMUTH CONTINUE NORTH ON THE LEVEE FOR 0.5 MILE TO THE MARK ON
 CP2802'THE RIGHT JUST BEFORE REACHING A CURVE.
 CP2802'
 CP2802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.9 MILES WEST
 CP2802'SOUTHWEST OF VALLEY PARK.
 CP2802
 CP2802                          STATION RECOVERY (1981)
 CP2802
 CP2802'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1920 ***********************************************************************
 DJ1920  DESIGNATION -  CANE
 DJ1920  PID         -  DJ1920
 DJ1920  STATE/COUNTY-  MS/CHICKASAW
 DJ1920  USGS QUAD   -  SPARTA (1987)
 DJ1920
 DJ1920                         *CURRENT SURVEY CONTROL
 DJ1920  ___________________________________________________________________
 DJ1920* NAD 83(1993)-  33 47 33.05205(N)    088 56 08.86122(W)     ADJUSTED  
 DJ1920* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 DJ1920  ___________________________________________________________________
 DJ1920  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DJ1920  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DJ1920  HORZ ORDER  -  FIRST
 DJ1920
 DJ1920.The horizontal coordinates were established by classical geodetic methods
 DJ1920.and adjusted by the National Geodetic Survey in May 1994.
 DJ1920
 DJ1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1920
 DJ1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1920
 DJ1920.The geoid height was determined by GEOID03.
 DJ1920
 DJ1920;                    North         East     Units Scale Factor Converg.
 DJ1920;SPC MS E     -   475,938.684   290,511.641   MT  0.99995111   -0 03 25.2
 DJ1920;SPC MS E     - 1,561,475.50    953,120.28   sFT  0.99995111   -0 03 25.2
 DJ1920;UTM  16      - 3,740,834.991   320,786.974   MT  0.99999595   -1 04 37.0
 DJ1920
 DJ1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1920!SPC MS E     -   0.99998378  x   0.99995111  =   0.99993489
 DJ1920!UTM  16      -   0.99998378  x   0.99999595  =   0.99997973
 DJ1920
 DJ1920|---------------------------------------------------------------------|
 DJ1920| PID    Reference Object                     Distance      Geod. Az  |
 DJ1920|                                                           dddmmss.s |
 DJ1920| CG1275 CANE RM 1                            20.628 METERS 11957     |
 DJ1920| CG1276 CANE RM 2                            24.261 METERS 20922     |
 DJ1920| DJ1927 WOODLAND                            APPROX.14.4 KM 2705452.5 |
 DJ1920|---------------------------------------------------------------------|
 DJ1920
 DJ1920                          SUPERSEDED SURVEY CONTROL
 DJ1920
 DJ1920  NAD 83(1993)-  33 47 33.06265(N)    088 56 08.85670(W) AD(       ) 1
 DJ1920  NAD 83(1986)-  33 47 33.06305(N)    088 56 08.85697(W) AD(       ) 1
 DJ1920  NAD 27      -  33 47 32.64433(N)    088 56 08.65074(W) AD(       ) 1
 DJ1920  NGVD 29 (07/19/86)  130.9    (m)          429.     (f) VERT ANG    3  
 DJ1920
 DJ1920.Superseded values are not recommended for survey control.
 DJ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1920.See file dsdata.txt to determine how the superseded data were derived.
 DJ1920
 DJ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2078740835(NAD 83)
 DJ1920_MARKER: DS = TRIANGULATION STATION DISK
 DJ1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1920
 DJ1920  HISTORY     - Date     Condition        Report By
 DJ1920  HISTORY     - 1970     MONUMENTED       NGS
 DJ1920
 DJ1920                          STATION DESCRIPTION
 DJ1920
 DJ1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1920'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF MANTEE, 8
 DJ1920'MILES SOUTHEAST OF HOUSTON, 7 MILES SOUTHWEST OF TREBLOC, IN
 DJ1920'THE NORTHEAST 1/4 OF SECTION 12, T15S, R3E AND ON PROPERTY
 DJ1920'OWNED BY MR. L.B. HUGHES.
 DJ1920'
 DJ1920'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 DJ1920'AND 46 AT THE EAST EDGE OF MANTEE, GO NORTH ON STATE HIGHWAY 15
 DJ1920'FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 DJ1920'ON GRAVELED ROAD FOR 1.9 MILES TO A UNDERPASS, BENEATH THE
 DJ1920'NATCHEZ TRACE PARKWAY.  CONTINUE EASTERLY ON GRAVELED ROAD FOR
 DJ1920'2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 389.  TURN LEFT AND
 DJ1920'GO NORTH ON STATE HIGHWAY 389 FOR 1.1 MILES TO A CROSSROAD.
 DJ1920'TURN RIGHT AND GO EASTERLY ON GRAVELED ROAD FOR 1.3 MILES TO A
 DJ1920'SIDE ROAD RIGHT.  CONTINUE EASTERLY FOR 1.6 MILES TO A
 DJ1920'DRIVEWAY ON THE LEFT.  TURN LEFT, PASS TO THE WEST OF A
 DJ1920'SMALL HOUSE AND GO NORTH OF 0.1 MILE TO THE TOP OF A SMALL
 DJ1920'HILL AND THE STATION.
 DJ1920'
 DJ1920'THE STATION MARK IS A STANDARD DISK, STAMPED CANE 1970, SET IN
 DJ1920'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 DJ1920'5-INCHES.  IT IS 26 FEET EAST OF THE CENTER OF A TRACK ROAD, 24
 DJ1920'FEET SOUTHWEST OF A 24-INCH OAK TREE, 15.5 FEET NORTHEAST OF A
 DJ1920'12-INCH TRIANGLE BLAZED OAK TREE AND 4.0 FEET EAST-NORTHEAST OF
 DJ1920'A METAL WITNESS POST WITH SIGN ATTACHED.
 DJ1920'
 DJ1920'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANE NO 1 1970,
 DJ1920'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DJ1920'PROJECTS 5-INCHES.  IT IS 71 FEET EAST OF THE METAL WITNESS
 DJ1920'POST WITH SIGN, 68.5 FEET NORTHEAST OF A 20-INCH OAK TREE AND
 DJ1920'16.5 FEET SOUTH-SOUTHEAST OF A TRIPLE TRUNKED OAK TREE.
 DJ1920'
 DJ1920'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANE NO 2 1970,
 DJ1920'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DJ1920'PROJECTS 3-INCHES.  IT IS 77 FEET SOUTH OF THE METAL WITNESS
 DJ1920'POST WITH SIGN, 40 FEET WEST-SOUTHWEST OF THE 20-INCH OAK TREE
 DJ1920'AND 22 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 DJ1920'
 DJ1920'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0950 ***********************************************************************
 BW0950  DESIGNATION -  CANNON
 BW0950  PID         -  BW0950
 BW0950  STATE/COUNTY-  MS/JEFFERSON
 BW0950  USGS QUAD   -  CHURCH HILL (1988)
 BW0950
 BW0950                         *CURRENT SURVEY CONTROL
 BW0950  ___________________________________________________________________
 BW0950* NAD 83(1993)-  31 38 40.51949(N)    091 10 26.25175(W)     ADJUSTED  
 BW0950* NAVD 88     -        70.63   (+/-2cm)     231.7    (feet)  VERTCON   
 BW0950  ___________________________________________________________________
 BW0950  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BW0950  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0950  HORZ ORDER  -  SECOND
 BW0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0950
 BW0950.The horizontal coordinates were established by classical geodetic methods
 BW0950.and adjusted by the National Geodetic Survey in May 1994.
 BW0950
 BW0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0950.The vertical order pertains to the NGVD 29 superseded value.
 BW0950
 BW0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0950
 BW0950.The geoid height was determined by GEOID03.
 BW0950
 BW0950;                    North         East     Units Scale Factor Converg.
 BW0950;SPC MS W     -   238,048.848   620,264.471   MT  1.00002838   -0 26 27.8
 BW0950;SPC MS W     -   780,998.60  2,034,984.35   sFT  1.00002838   -0 26 27.8
 BW0950;UTM  15      - 3,502,490.083   673,154.628   MT  0.99996980   +0 57 29.8
 BW0950
 BW0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0950!SPC MS W     -   0.99999302  x   1.00002838  =   1.00002140
 BW0950!UTM  15      -   0.99999302  x   0.99996980  =   0.99996282
 BW0950
 BW0950|---------------------------------------------------------------------|
 BW0950| PID    Reference Object                     Distance      Geod. Az  |
 BW0950|                                                           dddmmss.s |
 BW0950| BW0952 CANNON RM 1                          29.448 METERS 07945     |
 BW0950| BW0946 STANTON RESET                       APPROX. 6.2 KM 2435850.0 |
 BW0950| CY3967 CANNON AZ MK                                       2563459.1 |
 BW0950| BW0951 CANNON RM 2                          25.990 METERS 32355     |
 BW0950|---------------------------------------------------------------------|
 BW0950
 BW0950                          SUPERSEDED SURVEY CONTROL
 BW0950
 BW0950  NAD 83(1986)-  31 38 40.53415(N)    091 10 26.24783(W) AD(       ) 2
 BW0950  NAD 27      -  31 38 39.93700(N)    091 10 25.86700(W) AD(       ) 2
 BW0950  NGVD 29 (??/??/92)   70.638  (m)          231.75   (f) ADJ UNCH    2 0
 BW0950
 BW0950.Superseded values are not recommended for survey control.
 BW0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0950.See file dsdata.txt to determine how the superseded data were derived.
 BW0950
 BW0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR7315502490(NAD 83)
 BW0950_MARKER: DS = TRIANGULATION STATION DISK
 BW0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0950_STAMPING: CANNON 1947
 BW0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0950+STABILITY: SURFACE MOTION
 BW0950
 BW0950  HISTORY     - Date     Condition        Report By
 BW0950  HISTORY     - 1947     MONUMENTED       CGS
 BW0950  HISTORY     - 1956     GOOD             CGS
 BW0950  HISTORY     - 1969     GOOD             MSHD
 BW0950  HISTORY     - 1969     GOOD             MSHD
 BW0950
 BW0950                          STATION DESCRIPTION
 BW0950
 BW0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0950'THE STATION IS LOCATED BESIDE U.S. HIGHWAY 61 ABOUT 9 MILES
 BW0950'NORTHEAST OF WASHINGTON, 8 MILES SOUTHWEST OF FAYETTE, AND 2 MILES
 BW0950'EAST-NORTHEAST OF CANNONSBURG.  IT IS 53 FEET NORTH OF THE
 BW0950'CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHEAST OF POWER LINE POLE
 BW0950'NO. 138, AND 6 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 6
 BW0950'INCHES AND THE DISK IS STAMPED CANNON 1947.
 BW0950'
 BW0950'REFERENCE MARK NO. 1 IS 96.62 FEET EAST-NORTHEAST OF THE
 BW0950'STATION, AND 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 BW0950'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CANNON NO
 BW0950'1 1947.
 BW0950'
 BW0950'REFERENCE MARK NO. 2 IS 85.27 FEET NORTHWEST OF THE STATION,
 BW0950'AND 4.5 FEET SOUTH OF A 10-INCH PINE TREE WITH A TRIANGULAR
 BW0950'BLAZE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CANNON
 BW0950'NO 2 1947.
 BW0950'
 BW0950'THE AZIMUTH MARK IS 0.9 MILE WEST-SOUTHWEST OF THE STATION, 47
 BW0950'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7.8 FEET WEST OF
 BW0950'A CONCRETE RIGHT-OF-WAY POST, AND 4 FEET EAST OF A WITNESS
 BW0950'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BW0950'CANNON 1947.
 BW0950'
 BW0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BW0950'U.S. HIGHWAY 61 IN WASHINGTON, GO NORTHEAST ON THE LATTER FOR
 BW0950'6.6 MILES TO THE CROSSROADS AND SMALL SETTLEMENT OF CANNONSBURG,
 BW0950'CONTINUE ON THE HIGHWAY FOR 1.5 MILES TO AZIMUTH MARK ON THE
 BW0950'RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.9 MILE TO A SIDE ROAD ON
 BW0950'THE LEFT AND STATION ON THE TOP OF A 30 FOOT CUT BANK ON
 BW0950'THE NORTH SIDE OF THE HIGHWAY.
 BW0950'
 BW0950'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW0950
 BW0950                          STATION RECOVERY (1956)
 BW0950
 BW0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW0950'THE STATION WAS VISITED 5-21-56 AND ALL THE MARKS WERE FOUND IN
 BW0950'GOOD CONDITION.  THE DESCRIPTION BY C.A.E. IN 1947 IS ADEQUATE
 BW0950'WITH A NEW DESCRIPTION OF THE AZIMUTH MARK AND A NEW TO REACH
 BW0950'WHICH FOLLOWS--
 BW0950'
 BW0950'THE AZIMUTH MARK IS 0.85 MILE WEST-SOUTHWEST OF THE STATION, 47
 BW0950'FEET SOUTH-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 7.8 FEET
 BW0950'WEST OF A CONCRETE RIGHT-OF-WAY POST, 31 FEET WEST-SOUTHWEST
 BW0950'OF THE POWER LINE WHICH CROSSES THE HIGHWAY AND 43 FEET WEST
 BW0950'OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED CANNON 1947,
 BW0950'PROJECTING 4 INCHES.
 BW0950'
 BW0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 BW0950'61 AT THE EAST EDGE OF WASHINGTON, GO NORTHEAST ON U.S. HIGHWAY
 BW0950'61 FOR 6.3 MILES TO THE CROSSROAD AT CANNONBURG, CONTINUE
 BW0950'NORTHEAST ON U.S. HIGHWAY 61 FOR 1.45 MILES TO THE AZIMUTH MARK
 BW0950'ON THE RIGHT.  CONTINUE NORTHEAST FOR 0.85 MILE TO A SIDE ROAD
 BW0950'LEFT AND THE STATION IN THE NORTH WEST ANGLE ABOUT 50 YARDS
 BW0950'NORTHEAST OF THE SIDEROAD.  THIS IS 0.55 MILE NORTHEAST OF THE
 BW0950'BRIDGE OVER THE SOUTH FORK OF COLE CREEK.
 BW0950
 BW0950                          STATION RECOVERY (1969)
 BW0950
 BW0950'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW0950'THE STATION WAS VISITED 12-10-69 AND THE STATION MARK, REFERENCE
 BW0950'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW0950'AZIMUTH MARK POST WAS FOUND BUT THE DISK WAS MISSING.
 BW0950'
 BW0950'THE STATION IS LOCATED 8.1 MILES SOUTHWEST OF FAYETTE, 9 MILES
 BW0950'NORTHEAST OF WASHINGTON, 2.3 MILES NORTHEAST OF CANNONSBURG
 BW0950'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 53 FEET
 BW0950'NORTH OF THE CENTER OF HIGHWAY 61, 150 FEET EAST OF THE CENTER
 BW0950'OF A PRIVATE ROAD AND DRIVEWAY, 47 FEET SOUTHEAST OF POWER LINE
 BW0950'POLE NO. 7, 139.5 FEET SOUTHWEST OF POWER LINE POLE NO. 8, 19
 BW0950'FEET SOUTH OF A POWER LINE, 18 FEET NORTH OF THE EDGE OF A 20
 BW0950'FOOT BANK, 103 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER AND 1
 BW0950'FOOT NORTH OF A METAL WITNESS POST.
 BW0950'
 BW0950'IT IS A C AND GS TRIANGULATION DISK, STAMPED CANNON 1947
 BW0950'PROJECTING 4 INCHES.
 BW0950'
 BW0950'REFERENCE MARK NO. 1 IS 96.62 FEET EAST NORTHEAST OF THE STATION.
 BW0950'IT IS 50 FEET NORTH OF THE CENTER OF HIGHWAY 61, 247 FEET
 BW0950'EAST OF THE CENTER OF A PRIVATE ROAD AND DRIVEWAY, 47 FEET
 BW0950'SOUTHWEST OF POWER LINE POLE NO. 8, 27.5 FEET SOUTH OF A
 BW0950'RIGHT-OF-WAY MARKER, 19 FEET NORTH OF THE EDGE OF A 20 FOOT BANK
 BW0950'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A C AND GS
 BW0950'REFERENCE MARK DISK, STAMPED CANNON NO 1 1947 PROJECTING 6
 BW0950'INCHES.
 BW0950'
 BW0950'REFERENCE MARK NO. 2 IS 85.27 FEET NORTHWEST OF THE STATION.  IT
 BW0950'IS 130 FEET NORTH OF THE CENTER OF HIGHWAY 61, 91 FEET EAST OF
 BW0950'THE CENTER OF A PRIVATE ROAD, 60.5 FEET NORTHEAST OF POWER LINE
 BW0950'POLE NO. 7 AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BW0950'A C AND GS REFERENCE MARK DISK, STAMPED CANNON NO 2 1947
 BW0950'PROJECTING 6 INCHES.
 BW0950'
 BW0950'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 154.32
 BW0950'FEET.
 BW0950'
 BW0950'TO REACH THE STATION FROM THE EAST ENTRANCE TO THE JEFFERSON
 BW0950'COUNTY COURTHOUSE AND THE JUNCTION OF U.S. HIGHWAY 61 AND
 BW0950'STATE HIGHWAY 28 IN FAYETTE, GO SOUTH ON U.S. HIGHWAY 61 FOR
 BW0950'1 MILE TO THE JUNCTION OF STATE HIGHWAY 33.  CONTINUE SOUTHWEST ON
 BW0950'U.S. HIGHWAY 61 FOR 3.7 MILES TO A SIDE ROAD RIGHT JUST PAST
 BW0950'THE BAPTIST CHURCH EXHIBIT ON THE LEFT.  CONTINUE SOUTHWEST
 BW0950'ON U.S. HIGHWAY 61 FOR 3.6 MILES TO A PRIVATE ROAD AND DRIVEWAY
 BW0950'AND THE STATION ON THE RIGHT.
 BW0950'
 BW0950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.1 MILES
 BW0950'SOUTHWEST OF FAYETTE
 BW0950
 BW0950                          STATION RECOVERY (1969)
 BW0950
 BW0950'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0950'8.1 MI SW FROM FAYETTE.
 BW0950'THE MARK IS LOCATED 8.1 MILES SOUTHWEST OF FAYETTE ON THE NORTH
 BW0950'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 9 MILES NORTHEAST OF WASHINGTON, 2.3
 BW0950'MILES NORTHEAST OF CANNONSBURG.  IT IS 53 FEET NORTH OF THE CENTER OF
 BW0950'HIGHWAY 61, 150 FEET EAST OF THE CENTER OF A PRIVATE ROAD AND
 BW0950'DRIVEWAY, 47 FEET SOUTHEAST OF POWER LINE POLE NO. 7, 139.5 FEET
 BW0950'SOUTHWEST OF POWER LINE POLE NO. 8, 103 FEET SOUTHWEST OF A
 BW0950'RIGHT-OF-WAY MARKER, 19 FEET SOUTH OF A POWER LINE, 18 FEET NORTH OF
 BW0950'THE EDGE OF A 20 FOOT BANK, 1 FOOT NORTH OF A METAL WITNESS POST, SET
 BW0950'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT 20 FEET ABOVE THE
 BW0950'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE
 BW0950'JEFFERSON COUNTY COURTHOUSE AND THE JUNCTION OF STATE HIGHWAY 28 AND
 BW0950'U.S. HIGHWAY 61 IN FAYETTE, GO SOUTH ON U.S. HIGHWAY 61 FOR 1 MILE TO
 BW0950'THE JUNCTION OF STATE HIGHWAY 33.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 BW0950'61 FOR 3.7 MILES TO A SIDE ROAD RIGHT JUST PAST THE BAPTIST CHURCH
 BW0950'EXHIBIT ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 3.6
 BW0950'MILES TO A PRIVATE ROAD AND DRIVEWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0952 ***********************************************************************
 BW0952  DESIGNATION -  CANNON RM 1
 BW0952  PID         -  BW0952
 BW0952  STATE/COUNTY-  MS/JEFFERSON
 BW0952  USGS QUAD   -  CHURCH HILL (1988)
 BW0952
 BW0952                         *CURRENT SURVEY CONTROL
 BW0952  ___________________________________________________________________
 BW0952* NAD 83(1986)-  31 38 40.     (N)    091 10 25.     (W)     SCALED    
 BW0952* NAVD 88     -        70.52   (+/-2cm)     231.4    (feet)  VERTCON   
 BW0952  ___________________________________________________________________
 BW0952  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0952
 BW0952.The horizontal coordinates were scaled from a topographic map and have
 BW0952.an estimated accuracy of +/- 6 seconds.
 BW0952
 BW0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0952.The vertical order pertains to the NGVD 29 superseded value.
 BW0952
 BW0952.The geoid height was determined by GEOID03.
 BW0952
 BW0952;                    North         East    Units  Estimated Accuracy
 BW0952;SPC MS W     -   238,030.      620,300.      MT  (+/- 180 meters Scaled)
 BW0952
 BW0952                          SUPERSEDED SURVEY CONTROL
 BW0952
 BW0952  NGVD 29 (??/??/92)   70.531  (m)          231.40   (f) ADJ UNCH    2 0
 BW0952
 BW0952.Superseded values are not recommended for survey control.
 BW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0952.See file dsdata.txt to determine how the superseded data were derived.
 BW0952
 BW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR731024(NAD 83)
 BW0952_MARKER: DR = REFERENCE MARK DISK
 BW0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0952_STAMPING: CANNON NO 1 1947
 BW0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0952+STABILITY: SURFACE MOTION
 BW0952
 BW0952  HISTORY     - Date     Condition        Report By
 BW0952  HISTORY     - 1947     MONUMENTED       CGS
 BW0952  HISTORY     - 1969     GOOD             MSHD
 BW0952
 BW0952                          STATION DESCRIPTION
 BW0952
 BW0952'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0952'8.1 MI SW FROM FAYETTE.
 BW0952'THE MARK IS LOCATED 8.1 MILES SOUTHWEST OF FAYETTE ON THE NORTH
 BW0952'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 9 MILES NORTHEAST OF WASHINGTON, 2.3
 BW0952'MILES NORTHEAST OF CANNONSBURG.  IT IS 96.62 FEET EAST NORTHEAST OF
 BW0952'THE STATION, 50 FEET NORTH OF THE CENTER OF HIGHWAY 61, 247 FEET EAST
 BW0952'OF THE CENTER OF A PRIVATE ROAD AND DRIVEWAY, 47 FEET SOUTHWEST OF
 BW0952'POWER LINE POLE NO. 8, 27.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 19
 BW0952'FEET NORTH OF THE EDGE OF A 20 FOOT BANK, 1 FOOT WEST OF A METAL
 BW0952'WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT
 BW0952'20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE--
 BW0952'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE AND THE JUNCTION OF U.S.
 BW0952'HIGHWAY 61 AND STATE HIGHWAY 28 IN FAYETTE GO SOUTH ON U.S. HIGHWAY 61
 BW0952'FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY 33.  CONTINUE SOUTHWEST ON
 BW0952'U.S. HIGHWAY 61 FOR 3.7 MILES TO A SIDE ROAD RIGHT JUST PAST THE
 BW0952'BAPTIST CHURCH EXHIBIT ON THE LEFT.  CONTINUE SOUTHWEST ON U.S.
 BW0952'HIGHWAY 61 FOR 3.6 MILES TO A PRIVATE ROAD AND DRIVEWAY AND THE MARK
 BW0952'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0951 ***********************************************************************
 BW0951  DESIGNATION -  CANNON RM 2
 BW0951  PID         -  BW0951
 BW0951  STATE/COUNTY-  MS/JEFFERSON
 BW0951  USGS QUAD   -  CHURCH HILL (1988)
 BW0951
 BW0951                         *CURRENT SURVEY CONTROL
 BW0951  ___________________________________________________________________
 BW0951* NAD 83(1986)-  31 38 40.     (N)    091 10 25.     (W)     SCALED    
 BW0951* NAVD 88     -        71.42   (+/-2cm)     234.3    (feet)  VERTCON   
 BW0951  ___________________________________________________________________
 BW0951  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0951
 BW0951.The horizontal coordinates were scaled from a topographic map and have
 BW0951.an estimated accuracy of +/- 6 seconds.
 BW0951
 BW0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0951.The vertical order pertains to the NGVD 29 superseded value.
 BW0951
 BW0951.The geoid height was determined by GEOID03.
 BW0951
 BW0951;                    North         East    Units  Estimated Accuracy
 BW0951;SPC MS W     -   238,030.      620,300.      MT  (+/- 180 meters Scaled)
 BW0951
 BW0951                          SUPERSEDED SURVEY CONTROL
 BW0951
 BW0951  NGVD 29 (??/??/92)   71.432  (m)          234.36   (f) ADJ UNCH    2 0
 BW0951
 BW0951.Superseded values are not recommended for survey control.
 BW0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0951.See file dsdata.txt to determine how the superseded data were derived.
 BW0951
 BW0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR731024(NAD 83)
 BW0951_MARKER: DR = REFERENCE MARK DISK
 BW0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0951_STAMPING: CANNON NO 2 1947
 BW0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0951+STABILITY: SURFACE MOTION
 BW0951
 BW0951  HISTORY     - Date     Condition        Report By
 BW0951  HISTORY     - 1947     MONUMENTED       CGS
 BW0951  HISTORY     - 1969     GOOD             MSHD
 BW0951
 BW0951                          STATION DESCRIPTION
 BW0951
 BW0951'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0951'8.1 MI SW FROM FAYETTE.
 BW0951'THE MARK IS LOCATED 8.1 MILES SOUTHWEST OF FAYETTE NEAR THE NORTH
 BW0951'RIGHT-OF-WAY OF U.S. HIGHWAY 61, 9 MILES NORTHEAST OF WASHINGTON, 2.3
 BW0951'MILES NORTHEAST OF CANNONSBURG.  IT IS 85.27 FEET NORTHWEST OF THE
 BW0951'STATION, 130 FEET NORTH OF THE CENTER OF HIGHWAY 61, 91 FEET EAST OF
 BW0951'THE CENTER OF A PRIVATE ROAD, 60.5 FEET NORTHEAST OF POWER LINE POLE
 BW0951'NO. 7, 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF AN 11
 BW0951'INCH SQUARE CONCRETE POST ABOUT 22 FEET ABOVE THE LEVEL OF THE HIGHWAY
 BW0951'AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY
 BW0951'COURTHOUSE AND THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 28 IN
 BW0951'FAYETTE GO SOUTH ON U.S. HIGHWAY 61 FOR 1 MILE TO THE JUNCTION OF
 BW0951'STATE HIGHWAY 33.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 3.7 MILES
 BW0951'TO A SIDE ROAD RIGHT JUST PASS THE BAPTIST CHURCH EXHIBIT ON THE LEFT.
 BW0951'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 3.6 MILES TO A PRIVATE ROAD
 BW0951'AND DRIVEWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2532 ***********************************************************************
 CP2532  DESIGNATION -  CANTON COURTHOUSE CUPOLA
 CP2532  PID         -  CP2532
 CP2532  STATE/COUNTY-  MS/MADISON
 CP2532  USGS QUAD   -  CANTON (1989)
 CP2532
 CP2532                         *CURRENT SURVEY CONTROL
 CP2532  ___________________________________________________________________
 CP2532* NAD 83(1993)-  32 36 47.64839(N)    090 02 08.34097(W)     ADJUSTED  
 CP2532* NAVD 88     -              **(meters)            **(feet)            
 CP2532  ___________________________________________________________________
 CP2532  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CP2532  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CP2532  HORZ ORDER  -  THIRD
 CP2532
 CP2532.The horizontal coordinates were established by classical geodetic methods
 CP2532.and adjusted by the National Geodetic Survey in May 1994.
 CP2532
 CP2532
 CP2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2532
 CP2532.The geoid height was determined by GEOID03.
 CP2532
 CP2532;                    North         East     Units Scale Factor Converg.
 CP2532;SPC MS W     -   345,188.066   727,938.837   MT  0.99995962   +0 09 37.6
 CP2532;SPC MS W     - 1,132,504.51  2,388,246.00   sFT  0.99995962   +0 09 37.6
 CP2532;UTM  15      - 3,612,292.034   778,171.465   MT  1.00055428   +1 35 55.4
 CP2532;UTM  16      - 3,612,481.097   215,135.156   MT  1.00060076   -1 38 14.0
 CP2532
 CP2532                          SUPERSEDED SURVEY CONTROL
 CP2532
 CP2532  NAD 83(1986)-  32 36 47.66188(N)    090 02 08.33751(W) AD(       ) 4
 CP2532  NAD 27      -  32 36 47.16600(N)    090 02 08.03400(W) AD(       ) 3
 CP2532
 CP2532.Superseded values are not recommended for survey control.
 CP2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2532.See file dsdata.txt to determine how the superseded data were derived.
 CP2532
 CP2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7817112292(NAD 83)
 CP2532_MARKER: 86 = CUPOLA
 CP2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2532+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 CP2532
 CP2532  HISTORY     - Date     Condition        Report By
 CP2532  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2532  HISTORY     - 1959     GOOD             CGS
 CP2532  HISTORY     - 1964     GOOD             CGS
 CP2532  HISTORY     - 19890510 GOOD             MSHD
 CP2532  HISTORY     - 20040503 GOOD             USPSQD
 CP2532
 CP2532                          STATION DESCRIPTION
 CP2532
 CP2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2532'THE STATION IS THE TOP-CENTER OF THE CUPOLA.  THE COURTHOUSE
 CP2532'IS IN THE CENTER OF THE SQUARE IN CANTON.  THE BUILDING IS
 CP2532'CONSTRUCTED OF RED BRICK, HAS A WHITE, MASONRY CUPOLA WITH
 CP2532'A SILVER DOME AT ITS TOP-CENTER.  THE OVERALL STRUCTURE IS
 CP2532'ABOUT 125 FEET HIGH.
 CP2532
 CP2532                          STATION RECOVERY (1959)
 CP2532
 CP2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2532'RECOVERED IN GOOD CONDITION.
 CP2532
 CP2532                          STATION RECOVERY (1964)
 CP2532
 CP2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2532'THE STATION WAS VISITED AUGUST, 1964 AND FOUND IN GOOD CONDITION.
 CP2532'
 CP2532'THE DESCRIPTION IS ADEQUATE.
 CP2532
 CP2532                          STATION RECOVERY (1989)
 CP2532
 CP2532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2532'RECOVERED IN GOOD CONDITION.
 CP2532
 CP2532                          STATION RECOVERY (2004)
 CP2532
 CP2532'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2529 ***********************************************************************
 CP2529  DESIGNATION -  CANTON FEDERAL COMPRESS CO TK
 CP2529  PID         -  CP2529
 CP2529  STATE/COUNTY-  MS/MADISON
 CP2529  USGS QUAD   -  CANTON (1989)
 CP2529
 CP2529                         *CURRENT SURVEY CONTROL
 CP2529  ___________________________________________________________________
 CP2529* NAD 83(1993)-  32 36 53.54513(N)    090 02 33.07578(W)     ADJUSTED  
 CP2529* NAVD 88     -              **(meters)            **(feet)            
 CP2529  ___________________________________________________________________
 CP2529  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CP2529  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CP2529  HORZ ORDER  -  THIRD
 CP2529
 CP2529.The horizontal coordinates were established by classical geodetic methods
 CP2529.and adjusted by the National Geodetic Survey in May 1994.
 CP2529
 CP2529
 CP2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2529
 CP2529.The geoid height was determined by GEOID03.
 CP2529
 CP2529;                    North         East     Units Scale Factor Converg.
 CP2529;SPC MS W     -   345,367.921   727,293.485   MT  0.99995918   +0 09 24.3
 CP2529;SPC MS W     - 1,133,094.59  2,386,128.71   sFT  0.99995918   +0 09 24.3
 CP2529;UTM  15      - 3,612,455.731   777,521.418   MT  1.00054982   +1 35 42.3
 CP2529;UTM  16      - 3,612,681.238   214,495.352   MT  1.00060526   -1 38 27.6
 CP2529
 CP2529                          SUPERSEDED SURVEY CONTROL
 CP2529
 CP2529  NAD 83(1986)-  32 36 53.55855(N)    090 02 33.07230(W) AD(       ) 4
 CP2529  NAD 27      -  32 36 53.06300(N)    090 02 32.76900(W) AD(       ) 3
 CP2529
 CP2529.Superseded values are not recommended for survey control.
 CP2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2529.See file dsdata.txt to determine how the superseded data were derived.
 CP2529
 CP2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7752112456(NAD 83)
 CP2529_MARKER: 53 = ELEVATED TANK
 CP2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2529+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 CP2529
 CP2529  HISTORY     - Date     Condition        Report By
 CP2529  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2529  HISTORY     - 1964     GOOD             CGS
 CP2529  HISTORY     - 20040503 GOOD             USPSQD
 CP2529
 CP2529                          STATION DESCRIPTION
 CP2529
 CP2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2529'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS IN THE NORTHWEST
 CP2529'PART OF CANTON, 0.5 MILE WEST OF THE RAILROAD TRACK AND IN
 CP2529'THE SOUTHWEST ANGLE OF W NORTH AND CANAL STREETS.  THE TANK IS
 CP2529'SUPPORTED BY FOUR STEEL LEGS, HAS A HEMISPHERICAL BOTTOM
 CP2529'AND A CONICAL TOP, IS SILVER IN COLOR AND IS 100 FEET HIGH.
 CP2529
 CP2529                          STATION RECOVERY (1964)
 CP2529
 CP2529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2529'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 CP2529'
 CP2529'THE DESCRIPTION IS ADEQUATE.
 CP2529
 CP2529                          STATION RECOVERY (2004)
 CP2529
 CP2529'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2531 ***********************************************************************
 CP2531  DESIGNATION -  CANTON HARRELD CHEVROLET CO WATER TANK
 CP2531  PID         -  CP2531
 CP2531  STATE/COUNTY-  MS/MADISON
 CP2531  USGS QUAD   -  CANTON (1989)
 CP2531
 CP2531                         *CURRENT SURVEY CONTROL
 CP2531  ___________________________________________________________________
 CP2531* NAD 83(1993)-  32 35 46.28038(N)    090 02 11.50118(W)     ADJUSTED  
 CP2531* NAVD 88     -              **(meters)            **(feet)            
 CP2531  ___________________________________________________________________
 CP2531  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CP2531  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CP2531  HORZ ORDER  -  THIRD
 CP2531
 CP2531.The horizontal coordinates were established by classical geodetic methods
 CP2531.and adjusted by the National Geodetic Survey in May 1994.
 CP2531
 CP2531
 CP2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2531
 CP2531.The geoid height was determined by GEOID03.
 CP2531
 CP2531;                    North         East     Units Scale Factor Converg.
 CP2531;SPC MS W     -   343,297.487   727,861.724   MT  0.99995957   +0 09 35.6
 CP2531;SPC MS W     - 1,126,301.84  2,387,993.01   sFT  0.99995957   +0 09 35.6
 CP2531;UTM  15      - 3,610,398.991   778,141.802   MT  1.00055408   +1 35 51.0
 CP2531;UTM  16      - 3,610,592.656   214,998.700   MT  1.00060172   -1 38 12.9
 CP2531
 CP2531                          SUPERSEDED SURVEY CONTROL
 CP2531
 CP2531  NAD 83(1986)-  32 35 46.29399(N)    090 02 11.49783(W) AD(       ) 4
 CP2531  NAD 27      -  32 35 45.79400(N)    090 02 11.19700(W) AD(       ) 3
 CP2531
 CP2531.Superseded values are not recommended for survey control.
 CP2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2531.See file dsdata.txt to determine how the superseded data were derived.
 CP2531
 CP2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7814210399(NAD 83)
 CP2531_MARKER: 53 = ELEVATED TANK
 CP2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2531+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 CP2531
 CP2531  HISTORY     - Date     Condition        Report By
 CP2531  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2531  HISTORY     - 1959     GOOD             CGS
 CP2531  HISTORY     - 1964     GOOD             CGS
 CP2531  HISTORY     - 19890510 GOOD             MSHD
 CP2531  HISTORY     - 20040503 GOOD             USPSQD
 CP2531  HISTORY     - 20050503 GOOD             MSSU
 CP2531
 CP2531                          STATION DESCRIPTION
 CP2531
 CP2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2531'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS 1 MILE
 CP2531'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 16
 CP2531'IN THE CENTER OF CANTON, 0.1 MILE EAST OF HIGHWAY 51 AND ON
 CP2531'THE CHEVROLET COMPANY PROPERTY.  THE TANK IS SUPPORTED BY
 CP2531'FOUR STEEL LEGS, HAS A HEMISPHERICAL BOTTOM AND A CONICAL TOP,
 CP2531'IS SILVER IN COLOR AND 100 FEET HIGH.
 CP2531
 CP2531                          STATION RECOVERY (1959)
 CP2531
 CP2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2531'RECOVERED IN GOOD CONDITION.
 CP2531
 CP2531                          STATION RECOVERY (1964)
 CP2531
 CP2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2531'THE STATION WAS VISITED AUGUST, 1964 AND FOUND IN GOOD CONDITION.
 CP2531'
 CP2531'THE DESCRIPTION IS ADEQUATE.
 CP2531
 CP2531                          STATION RECOVERY (1989)
 CP2531
 CP2531'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2531'STATION WAS FOUND TO BE STANDING AND IN GOOD CONDITION. THE
 CP2531'DESCRIPTION BY O.S.R 1959 IS ADEQUATE EXCEPT FOR THE FOLLOWING. THE
 CP2531'TANK IS ABOUT 60.96 M (200.0 FT) INSTEAD OF 0.16 KM (0.10 MI) EAST OF
 CP2531'HIGHWAY 51.
 CP2531'TO REACH FROM THE COURTHOUSE IN CANTON, GO SOUTH ON U.S. 51 FOR 1.9KM
 CP2531'TO THE TANK ON THE LEFT.
 CP2531
 CP2531                          STATION RECOVERY (2004)
 CP2531
 CP2531'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2531'RECOVERED IN GOOD CONDITION.
 CP2531
 CP2531                          STATION RECOVERY (2005)
 CP2531
 CP2531'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 CP2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2528 ***********************************************************************
 CP2528  DESIGNATION -  CANTON INT PAPER CO RADIO MAST KKB239
 CP2528  PID         -  CP2528
 CP2528  STATE/COUNTY-  MS/MADISON
 CP2528  USGS QUAD   -  CANTON (1989)
 CP2528
 CP2528                         *CURRENT SURVEY CONTROL
 CP2528  ___________________________________________________________________
 CP2528* NAD 83(1993)-  32 37 03.46908(N)    090 01 42.57456(W)     ADJUSTED  
 CP2528* NAVD 88     -              **(meters)            **(feet)            
 CP2528  ___________________________________________________________________
 CP2528  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CP2528  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CP2528  HORZ ORDER  -  THIRD
 CP2528
 CP2528.The horizontal coordinates were established by classical geodetic methods
 CP2528.and adjusted by the National Geodetic Survey in May 1994.
 CP2528
 CP2528
 CP2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2528
 CP2528.The geoid height was determined by GEOID03.
 CP2528
 CP2528;                    North         East     Units Scale Factor Converg.
 CP2528;SPC MS W     -   345,677.303   728,609.189   MT  0.99996009   +0 09 51.5
 CP2528;SPC MS W     - 1,134,109.62  2,390,445.31   sFT  0.99996009   +0 09 51.5
 CP2528;UTM  15      - 3,612,798.246   778,829.718   MT  1.00055880   +1 36 10.0
 CP2528;UTM  16      - 3,612,949.362   215,820.964   MT  1.00059595   -1 38 00.8
 CP2528
 CP2528                          SUPERSEDED SURVEY CONTROL
 CP2528
 CP2528  NAD 83(1986)-  32 37 03.48255(N)    090 01 42.57108(W) AD(       ) 4
 CP2528  NAD 27      -  32 37 02.98800(N)    090 01 42.26900(W) AD(       ) 3
 CP2528
 CP2528.Superseded values are not recommended for survey control.
 CP2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2528.See file dsdata.txt to determine how the superseded data were derived.
 CP2528
 CP2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7883012798(NAD 83)
 CP2528_MARKER: 42 = RADIO/TV MAST
 CP2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2528+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 CP2528
 CP2528  HISTORY     - Date     Condition        Report By
 CP2528  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2528  HISTORY     - 1959     GOOD             CGS
 CP2528  HISTORY     - 1964     GOOD             CGS
 CP2528  HISTORY     - 19890510 SEE DESCRIPTION  MSHD
 CP2528
 CP2528                          STATION DESCRIPTION
 CP2528
 CP2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2528'THE STATION IS THE FLASHING RED LIGHT AT THE TOP-CENTER
 CP2528'OF THE MAST.  THE MAST IS IN THE NORTHEAST PART OF CANTON,
 CP2528'ABOUT 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 51 AND
 CP2528'HIGHWAY 51 TRUCK ROUTE AND ON THE PAPER COMPANY PROPERTY.
 CP2528'IT IS A VERTICAL, LACED STEEL MAST, RED AND WHITE IN COLOR
 CP2528'AND 250 FEET HIGH.
 CP2528
 CP2528                          STATION RECOVERY (1959)
 CP2528
 CP2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2528'RECOVERED IN GOOD CONDITION.
 CP2528
 CP2528                          STATION RECOVERY (1964)
 CP2528
 CP2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2528'THE STATION WAS VISITED AUGUST, 1964 AND FOUND IN GOOD CONDITION.
 CP2528'
 CP2528'THE DESCRIPTION IS ADEQUATE.
 CP2528
 CP2528                          STATION RECOVERY (1989)
 CP2528
 CP2528'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2528'STATION SITE WAS VISITED AND THE TOWER WAS FOUND TO HAVE BEEN TORN
 CP2528'DOWN AND NOTHING LEFT TO INDICATE ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2527 ***********************************************************************
 CP2527  DESIGNATION -  CANTON MISS FED COOP WATER TANK
 CP2527  PID         -  CP2527
 CP2527  STATE/COUNTY-  MS/MADISON
 CP2527  USGS QUAD   -  CANTON (1989)
 CP2527
 CP2527                         *CURRENT SURVEY CONTROL
 CP2527  ___________________________________________________________________
 CP2527* NAD 83(1993)-  32 37 11.87401(N)    090 01 45.68446(W)     ADJUSTED  
 CP2527* NAVD 88     -              **(meters)            **(feet)            
 CP2527  ___________________________________________________________________
 CP2527  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CP2527  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CP2527  HORZ ORDER  -  THIRD
 CP2527
 CP2527.The horizontal coordinates were established by classical geodetic methods
 CP2527.and adjusted by the National Geodetic Survey in May 1994.
 CP2527
 CP2527
 CP2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2527
 CP2527.The geoid height was determined by GEOID03.
 CP2527
 CP2527;                    North         East     Units Scale Factor Converg.
 CP2527;SPC MS W     -   345,935.972   728,527.375   MT  0.99996003   +0 09 49.9
 CP2527;SPC MS W     - 1,134,958.27  2,390,176.90   sFT  0.99996003   +0 09 49.9
 CP2527;UTM  15      - 3,613,054.933   778,741.384   MT  1.00055819   +1 36 08.6
 CP2527;UTM  16      - 3,613,210.637   215,747.259   MT  1.00059646   -1 38 02.8
 CP2527
 CP2527                          SUPERSEDED SURVEY CONTROL
 CP2527
 CP2527  NAD 83(1986)-  32 37 11.88743(N)    090 01 45.68101(W) AD(       ) 4
 CP2527  NAD 27      -  32 37 11.39300(N)    090 01 45.37800(W) AD(       ) 3
 CP2527
 CP2527.Superseded values are not recommended for survey control.
 CP2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2527.See file dsdata.txt to determine how the superseded data were derived.
 CP2527
 CP2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7874113055(NAD 83)
 CP2527_MARKER: 53 = ELEVATED TANK
 CP2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2527+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 CP2527
 CP2527  HISTORY     - Date     Condition        Report By
 CP2527  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2527  HISTORY     - 1959     GOOD             CGS
 CP2527  HISTORY     - 1964     GOOD             CGS
 CP2527  HISTORY     - 19890510 SEE DESCRIPTION  MSHD
 CP2527
 CP2527                          STATION DESCRIPTION
 CP2527
 CP2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2527'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS IN THE NORTHEAST
 CP2527'PART OF CANTON, ABOUT 0.25 MILE EAST OF THE JUNCTION OF U.S.
 CP2527'HIGHWAY 51 AND HIGHWAY 51 TRUCK ROUTE AND AT THE NORTHEAST
 CP2527'CORNER OF THE COOPERATIVES WAREHOUSE.  THE TANK IS SUPPORTED
 CP2527'BY FOUR STEEL LEGS, HAS A HEMISPHERICAL BOTTOM AND A CONICAL
 CP2527'TOP, IS SILVER IN COLOR AND IS 100 FEET HIGH.
 CP2527
 CP2527                          STATION RECOVERY (1959)
 CP2527
 CP2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2527'RECOVERED IN GOOD CONDITION.
 CP2527
 CP2527                          STATION RECOVERY (1964)
 CP2527
 CP2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2527'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 CP2527'
 CP2527'THE DESCRIPTION IS ADEQUATE.
 CP2527
 CP2527                          STATION RECOVERY (1989)
 CP2527
 CP2527'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2527'STATION SITE WAS VISITED AND THE TANK WAS FOUND TO HAVE BEEN TORN
 CP2527'DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2530 ***********************************************************************
 CP2530  DESIGNATION -  CANTON MUNICIPAL STANDPIPE
 CP2530  PID         -  CP2530
 CP2530  STATE/COUNTY-  MS/MADISON
 CP2530  USGS QUAD   -  CANTON (1989)
 CP2530
 CP2530                         *CURRENT SURVEY CONTROL
 CP2530  ___________________________________________________________________
 CP2530* NAD 83(1993)-  32 37 02.09089(N)    090 02 24.38476(W)     ADJUSTED  
 CP2530* NAVD 88     -              **(meters)            **(feet)            
 CP2530  ___________________________________________________________________
 CP2530  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CP2530  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CP2530  HORZ ORDER  -  THIRD
 CP2530
 CP2530.The horizontal coordinates were established by classical geodetic methods
 CP2530.and adjusted by the National Geodetic Survey in May 1994.
 CP2530
 CP2530
 CP2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2530
 CP2530.The geoid height was determined by GEOID03.
 CP2530
 CP2530;                    North         East     Units Scale Factor Converg.
 CP2530;SPC MS W     -   345,631.783   727,519.336   MT  0.99995933   +0 09 29.0
 CP2530;SPC MS W     - 1,133,960.27  2,386,869.69   sFT  0.99995933   +0 09 29.0
 CP2530;UTM  15      - 3,612,725.339   777,740.704   MT  1.00055132   +1 35 47.3
 CP2530;UTM  16      - 3,612,938.050   214,729.521   MT  1.00060361   -1 38 23.3
 CP2530
 CP2530                          SUPERSEDED SURVEY CONTROL
 CP2530
 CP2530  NAD 83(1986)-  32 37 02.10435(N)    090 02 24.38121(W) AD(       ) 4
 CP2530  NAD 27      -  32 37 01.60900(N)    090 02 24.07800(W) AD(       ) 3
 CP2530
 CP2530.Superseded values are not recommended for survey control.
 CP2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2530.See file dsdata.txt to determine how the superseded data were derived.
 CP2530
 CP2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7774112725(NAD 83)
 CP2530_MARKER: 52 = STANDPIPE TANK
 CP2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2530+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 CP2530
 CP2530  HISTORY     - Date     Condition        Report By
 CP2530  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2530  HISTORY     - 1959     GOOD             CGS
 CP2530  HISTORY     - 1964     GOOD             CGS
 CP2530  HISTORY     - 19890510 GOOD             MSHD
 CP2530  HISTORY     - 20040503 GOOD             USPSQD
 CP2530
 CP2530                          STATION DESCRIPTION
 CP2530
 CP2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2530'THE STATION IS THE TOP-CENTER OF THE STANDPIPE.  IT IS IN THE
 CP2530'NORTHWEST PART OF CANTON, 1 BLOCK SOUTH OF THE CANTON MUNICIPAL
 CP2530'UTILITIES BUILDING AND ON THE WEST SIDE OF RAILROAD STREET.
 CP2530'THE STANDPIPE RESTS ON A CONCRETE FOUNDATION, IS SILVER IN
 CP2530'COLOR AND 140 FEET HIGH.
 CP2530
 CP2530                          STATION RECOVERY (1959)
 CP2530
 CP2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2530'RECOVERED IN GOOD CONDITION.
 CP2530
 CP2530                          STATION RECOVERY (1964)
 CP2530
 CP2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2530'THE STANDPIPE WAS VISITED AND FOUND IN GOOD CONDITION.
 CP2530'
 CP2530'THE 1959 DESCRIPTION IS ADEQUATE.
 CP2530
 CP2530                          STATION RECOVERY (1989)
 CP2530
 CP2530'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2530'STATION WAS VISITED AND FOUND IN GOOD CONDITION. THE DESCRIPTION BY
 CP2530'O.S.R. 1959 IS ADEQUATE EXCEPT, FOR THE TO REACH.
 CP2530'TO REACH FROM THE COURTHOUSE IN CANTON, GO NORTH ON UNION STREET FOR
 CP2530'0.24 KM (0.15 MI) TO A CROSS STREET, TURN LEFT AND GO WEST ON WEST
 CP2530'NORTH STREET FOR 0.32 KM (0.20 MI) TO A SIDE STREET RIGHT, TURN RIGHT
 CP2530'AND GO NORTH ON RAILROAD STREET FOR 0.24 KM (0.15 MI) TO THE STANDPIPE
 CP2530'ON THE LEFT.
 CP2530
 CP2530                          STATION RECOVERY (2004)
 CP2530
 CP2530'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2523 ***********************************************************************
 CP2523  DESIGNATION -  CANTON RAD STA WDOB MAST
 CP2523  PID         -  CP2523
 CP2523  STATE/COUNTY-  MS/MADISON
 CP2523  USGS QUAD   -  WAY (1989)
 CP2523
 CP2523                         *CURRENT SURVEY CONTROL
 CP2523  ___________________________________________________________________
 CP2523* NAD 83(1993)-  32 37 35.82248(N)    090 01 45.40614(W)     ADJUSTED  
 CP2523* NAVD 88     -              **(meters)            **(feet)            
 CP2523  ___________________________________________________________________
 CP2523  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CP2523  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CP2523  HORZ ORDER  -  THIRD
 CP2523
 CP2523.The horizontal coordinates were established by classical geodetic methods
 CP2523.and adjusted by the National Geodetic Survey in May 1994.
 CP2523
 CP2523
 CP2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2523
 CP2523.The geoid height was determined by GEOID03.
 CP2523
 CP2523;                    North         East     Units Scale Factor Converg.
 CP2523;SPC MS W     -   346,673.692   728,532.520   MT  0.99996003   +0 09 50.2
 CP2523;SPC MS W     - 1,137,378.60  2,390,193.78   sFT  0.99996003   +0 09 50.2
 CP2523;UTM  15      - 3,613,792.990   778,727.997   MT  1.00055810   +1 36 09.8
 CP2523;UTM  16      - 3,613,948.301   215,775.568   MT  1.00059626   -1 38 03.7
 CP2523
 CP2523                          SUPERSEDED SURVEY CONTROL
 CP2523
 CP2523  NAD 83(1986)-  32 37 35.83582(N)    090 01 45.40268(W) AD(       ) 4
 CP2523  NAD 27      -  32 37 35.34200(N)    090 01 45.09900(W) AD(       ) 3
 CP2523
 CP2523.Superseded values are not recommended for survey control.
 CP2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2523.See file dsdata.txt to determine how the superseded data were derived.
 CP2523
 CP2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7872813793(NAD 83)
 CP2523_MARKER: 42 = RADIO/TV MAST
 CP2523
 CP2523  HISTORY     - Date     Condition        Report By
 CP2523  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2523
 CP2523                          STATION DESCRIPTION
 CP2523
 CP2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2523'THE STATION IS THE FLASHING RED LIGHT AT THE TOP-CENTER
 CP2523'OF THE MAST.  THE MAST IS 0.65 MILE NORTH OF THE JUNCTION
 CP2523'OF U.S. HIGHWAY 51 AND HIGHWAY 51 TRUCK ROUTE AND 0.1 MILE
 CP2523'EAST OF HIGHWAY 51.  IT IS A VERTICAL, LACED STEEL MAST, RED
 CP2523'AND WHITE IN COLOR AND IS 183 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2526 ***********************************************************************
 CP2526  DESIGNATION -  CANTON RESET
 CP2526  PID         -  CP2526
 CP2526  STATE/COUNTY-  MS/MADISON
 CP2526  USGS QUAD   -  CANTON (1989)
 CP2526
 CP2526                         *CURRENT SURVEY CONTROL
 CP2526  ___________________________________________________________________
 CP2526* NAD 83(1993)-  32 36 35.60229(N)    090 00 05.07707(W)     ADJUSTED  
 CP2526* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 CP2526  ___________________________________________________________________
 CP2526  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CP2526  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CP2526  HORZ ORDER  -  THIRD
 CP2526
 CP2526.The horizontal coordinates were established by classical geodetic methods
 CP2526.and adjusted by the National Geodetic Survey in May 1994.
 CP2526
 CP2526.The orthometric height was scaled from a topographic map.
 CP2526
 CP2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2526
 CP2526.The geoid height was determined by GEOID03.
 CP2526
 CP2526;                    North         East     Units Scale Factor Converg.
 CP2526;SPC MS W     -   344,826.519   731,153.578   MT  0.99996196   +0 10 44.0
 CP2526;SPC MS W     - 1,131,318.34  2,398,793.03   sFT  0.99996196   +0 10 44.0
 CP2526;UTM  15      - 3,612,011.119   781,396.217   MT  1.00057654   +1 37 01.4
 CP2526;UTM  16      - 3,612,018.597   218,338.988   MT  1.00057837   -1 37 06.9
 CP2526
 CP2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2526!SPC MS W     -   0.99999106  x   0.99996196  =   0.99995302
 CP2526!UTM  15      -   0.99999106  x   1.00057654  =   1.00056759
 CP2526!UTM  16      -   0.99999106  x   1.00057837  =   1.00056942
 CP2526
 CP2526:                Primary Azimuth Mark                     Grid Az
 CP2526:SPC MS W     -  CANTON AZ MK                             076 16 50.5
 CP2526:UTM  15      -  CANTON AZ MK                             074 50 33.1
 CP2526:UTM  16      -  CANTON AZ MK                             078 04 41.4
 CP2526
 CP2526|---------------------------------------------------------------------|
 CP2526| PID    Reference Object                     Distance      Geod. Az  |
 CP2526|                                                           dddmmss.s |
 CP2526| AI3000 CANTON AZ MK                                       0762734.5 |
 CP2526| AI3003 CANTON RM 3                          17.453 METERS 17156     |
 CP2526| AI3001 CANTON RM 1                          16.914 METERS 18550     |
 CP2526| AI3004 CANTON RM 4                          65.907 METERS 25956     |
 CP2526| AI3002 CANTON RM 2                          33.184 METERS 26437     |
 CP2526| CP2528 CANTON INT PAPER CO RADIO MAST KKB2 APPROX. 2.7 KM 2884003.4 |
 CP2526|---------------------------------------------------------------------|
 CP2526
 CP2526                          SUPERSEDED SURVEY CONTROL
 CP2526
 CP2526  NAD 83(1986)-  32 36 35.61573(N)    090 00 05.07346(W) AD(       ) 3
 CP2526  NAD 27      -  32 36 35.12000(N)    090 00 04.77280(W) AD(       ) 3
 CP2526
 CP2526.Superseded values are not recommended for survey control.
 CP2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2526.See file dsdata.txt to determine how the superseded data were derived.
 CP2526
 CP2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS8139612011(NAD 83)
 CP2526_MARKER: DS = TRIANGULATION STATION DISK
 CP2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2526_SP_SET: CONCRETE POST
 CP2526_STAMPING: CANTON 1959 1982
 CP2526_MARK LOGO: CGS   
 CP2526_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2526+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 CP2526
 CP2526  HISTORY     - Date     Condition        Report By
 CP2526  HISTORY     - 1982     MONUMENTED       NGS
 CP2526  HISTORY     - 1982     GOOD             CGS
 CP2526  HISTORY     - 19890418 GOOD             MSHD
 CP2526  HISTORY     - 20051204 MARK NOT FOUND   MSSU
 CP2526
 CP2526                          STATION DESCRIPTION
 CP2526
 CP2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP2526'THE STATION WAS FOUND WITH THE CAP OF THE DISK MISSING.  THE STEM OF
 CP2526'THE DISK WAS IN PLACE.  REFERENCE MARKS NO 3 AND NO 4 AND THE AZIMUTH
 CP2526'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW STATION DISK,
 CP2526'STAMPED---CANTON 1959 1982---WAS RESET IN THE OLD MONUMENT.  THE
 CP2526'AZIMUTH MARK WAS CLEARED AND A POSITION WAS ESTABLISHED FOR IT.
 CP2526'
 CP2526'THE OLD DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY OF ALL
 CP2526'MARKS AT THIS DATE.
 CP2526'
 CP2526'THE STATION IS LOCATED ABOUT 2 MILES EAST OF CANTON ON THE
 CP2526'RIGHT-OF-WAY OF STATE HIGHWAY 16, IN THE WEST CENTRAL PART
 CP2526'OF SEC. 21, T 9N., R 3 E.  IT IS 123 FEET NE OF THE NE CORNER
 CP2526'OF MR. RENFROES HOUSE, 53 FEET SOUTH OF THE CENTERLINE OF
 CP2526'STATE HIGHWAY 16, 57 FEET NORTH OF THE EAST ON OF TWO POWER
 CP2526'POLES, 64 FEET EAST OF THE CENTER OF THE DRIVEWAY, 28 FEET
 CP2526'EAST OF A POWER POLEAND IN LINE WITH A ROW OF POLES LEADING
 CP2526'SOUTH AND 1 FOOT WEST OF A METAL WITNESS POST.
 CP2526
 CP2526                          STATION RECOVERY (1982)
 CP2526
 CP2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1982
 CP2526'RECOVERED IN GOOD CONDITION.
 CP2526
 CP2526                          STATION RECOVERY (1989)
 CP2526
 CP2526'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2526'STATION MARK, REFERENCE MARK NO.3, REFERENCE MARK NO.4 AND THE AZIMUTH
 CP2526'MARK WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK IS VISIBLE FROM
 CP2526'THE STATION AND THE TO REACH IS ADEQUATE.
 CP2526'STATION IS A STANDARD DISK, STAMPED---CANTON 1959 1982---SET IN THE
 CP2526'TOP OF A SQUARE CONCRETE POST PROJECTING 0.2 M (0.7 FT) . IT IS 37.49
 CP2526'M (123.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 32.61
 CP2526'M (107.0 FT) WEST NORTHWEST OF A 20 INCH OAK, 27.13 M (89.0 FT) NORTH
 CP2526'OF THE EAST ONE OF TWO HIGH POWER LINE POLES, 19.2 M (63.0 FT) EAST OF
 CP2526'THE CENTER OF A PAVED DRIVEWAY, 16.15 M (53.0 FT) SOUTH OF THE CENTER
 CP2526'OF HIGHWAY 16, 8.84 M (29.0 FT) EAST OF A POWER POLE WITH A
 CP2526'TRANSFORMER AND A GUY WIRE, 0.76 M (2.5 FT) WEST OF A METAL WITNESS
 CP2526'POST AND 0.3 M (1.0 FT) WEST OF ANOTHER METAL WITNESS POST.
 CP2526'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED---CANTON NO 3
 CP2526'1959---SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CP2526'IT IS 33.53 M (110.0 FT) SOUTH OF THE CENTER OF HIGHWAY 16, 28.96 M
 CP2526'(95.0 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 CP2526'19.81 M (65.0 FT) EAST OF THE CENTER OF A PAVED DRIVEWAY AND 9.14 M
 CP2526'(30.0 FT) NORTH OF THE EAST ONE OF TWO HIGH POWER POLES.
 CP2526'REFERENCE MARK NO 4 IS A STANDARD DISK, STAMPED---CANTON NO 4
 CP2526'1959---SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CP2526'IT IS 22.86 M (75.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 CP2526'HOUSE, 20.73 M (68.0 FT) SOUTH OF THE CENTER OF HIGHWAY 16, 9.75 M
 CP2526'(32.0 FT) WEST NORTHWEST OF A 10 INCH MAGNOLIA, 5.33 M (17.5 FT) SOUTH
 CP2526'OF A POWER POLE AND 5.03 M (16.5 FT) EAST OF THE CENTER OF A CONCRETE
 CP2526'DRIVEWAY.
 CP2526'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CANTON 1959---SET IN THE
 CP2526'TOP OF A SQUARE CONCRETE POST PROJECTING 0.15 M (0.5 FT) . IT IS 14.63
 CP2526'SOUTH OF THE CENTER OF HIGHWAY 16, 16.31 M (53.5 FT) EAST OF A POWER
 CP2526'POLE, 1.07 M (3.5 FT) WEST OF A POWER POLE AND 0.46 M (1.5 FT) WEST OF
 CP2526'A METAL WITNESS POST.
 CP2526
 CP2526                          STATION RECOVERY (2005)
 CP2526
 CP2526'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (BJ)
 CP2526'AFTER SETTING A REFERENCE MARK ON A BRIDGE APP 1.5 MILES EAST OF
 CP2526'CANTON CITY LIMITS ON HWY 16, I SEARCHED ON THE SOUTH SIDE OF THE HWY
 CP2526'FOR 2 MILES.  THERE WERE SEVEN BRICK HOUSES WITHIN 250 FT OF THE ROAD,
 CP2526'THREE OF THESE WERE IN THE VICINITY OF A ROW OF POWER POLES BEARING
 CP2526'SOUTH.  TWO OF THESE HAD TRANSFORMERS.  NO METAL WITNESS POST WAS
 CP2526'FOUND NOR WAS THE DISK RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2704 ***********************************************************************
 BH2704  DESIGNATION -  CAPE RM 1
 BH2704  PID         -  BH2704
 BH2704  STATE/COUNTY-  MS/HANCOCK
 BH2704  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2704
 BH2704                         *CURRENT SURVEY CONTROL
 BH2704  ___________________________________________________________________
 BH2704* NAD 83(1993)-  30 22 14.67962(N)    089 20 52.56946(W)     ADJUSTED  
 BH2704* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2704  ___________________________________________________________________
 BH2704  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 BH2704  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BH2704  HORZ ORDER  -  SECOND
 BH2704
 BH2704.The horizontal coordinates were established by classical geodetic methods
 BH2704.and adjusted by the National Geodetic Survey in May 1994.
 BH2704
 BH2704.The orthometric height was scaled from a topographic map.
 BH2704
 BH2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2704
 BH2704.The geoid height was determined by GEOID03.
 BH2704
 BH2704;                    North         East     Units Scale Factor Converg.
 BH2704;SPC MS E     -    96,630.683   250,535.651   MT  0.99998017   -0 15 36.7
 BH2704;SPC MS E     -   317,029.17    821,965.71   sFT  0.99998017   -0 15 36.7
 BH2704;UTM  16      - 3,362,206.284   274,362.395   MT  1.00022813   -1 11 15.4
 BH2704
 BH2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2704!SPC MS E     -   1.00000419  x   0.99998017  =   0.99998436
 BH2704!UTM  16      -   1.00000419  x   1.00022813  =   1.00023232
 BH2704
 BH2704:                Primary Azimuth Mark                     Grid Az
 BH2704:SPC MS E     -  SEMINARY 1954                            075 13 33.2
 BH2704:UTM  16      -  SEMINARY 1954                            076 09 11.9
 BH2704
 BH2704|---------------------------------------------------------------------|
 BH2704| PID    Reference Object                     Distance      Geod. Az  |
 BH2704|                                                           dddmmss.s |
 BH2704| BH2690 SEMINARY 1954                       APPROX. 2.6 KM 0745756.5 |
 BH2704| BH2714 JOURDAN RIVER DAY BCN 5             APPROX. 3.2 KM 1863921.9 |
 BH2704|---------------------------------------------------------------------|
 BH2704
 BH2704                          SUPERSEDED SURVEY CONTROL
 BH2704
 BH2704  NAD 83(1986)-  30 22 14.69369(N)    089 20 52.56259(W) AD(       ) 2
 BH2704  NAD 27      -  30 22 14.00000(N)    089 20 52.38300(W) AD(       ) 2
 BH2704
 BH2704.Superseded values are not recommended for survey control.
 BH2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2704.See file dsdata.txt to determine how the superseded data were derived.
 BH2704
 BH2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7436262206(NAD 83)
 BH2704_MARKER: DR = REFERENCE MARK DISK
 BH2704_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2704_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2704
 BH2704  HISTORY     - Date     Condition        Report By
 BH2704  HISTORY     - 1954     MONUMENTED       CGS
 BH2704  HISTORY     - 1958     POOR             CGS
 BH2704
 BH2704                          STATION DESCRIPTION
 BH2704
 BH2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRR)
 BH2704'THE STATION SITE IS LOCATED ON THE N SHORE OF ST. LOUIS BAY, N ACROSS
 BH2704'THE BAY FROM CEDAR POINT, AND CAN ONLY BE REACHED BY BOAT.
 BH2704'APPROXIMATELY 500 FT. W OF THE STATION SITE, THERE ARE TWO BAYOUS 400
 BH2704'FT. APART.  THE STATION, STAMPED CAPE RM NO 1 1950, IS
 BH2704'APPROXIMATELY 300 FT. E OF THE E SHORE OF THE MORE E ONE OF THESE TWO
 BH2704'BAYOUS, AND 10 FT. N OF THE MEAN HIGH-WATERLINE.  THE OLD STATION
 BH2704'(TOPO), STAMPED CAPE 1950, APPEARS AS THOUGH IT WILL SOON BE WASHED
 BH2704'OUT, AND TWO REFERENCE MARKS WERE ESTABLISHED, AND REFERENCE MARK
 BH2704'1 WAS OCCUPIED IN THE TRIANGULATION.
 BH2704'
 BH2704'REFERENCE MARK 2, STAMPED CAPE RM NO 2 1950, IS LOCATED NE OF
 BH2704'REFERENCE MARK 1, IN THE MARSH, AND 3 FT. S OF A 2- BY 4 WHITE
 BH2704'WITNESS POST.
 BH2704'
 BH2704'REFERENCE MARKS 1 AND 2 WERE POURED IN PLACE, EACH AROUND A 10-FT. 2-
 BH2704'BY 4-IN. POST DRIVEN IN THE GROUND, AND BOTH MONUMENTS PROJECT
 BH2704'8 IN. ABOVE GROUND.
 BH2704
 BH2704                          STATION RECOVERY (1958)
 BH2704
 BH2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2704'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ACCURATE AND ADEQUATE.  THE
 BH2704'STATION WAS RECOVERED AND FOUND TO BE IN VERY POOR CONDITION, TOO
 BH2704'UNSTABLE AND UNREPAIRABLE FOR RE-OCCUPATION.  THE ENTIRE MARK IS
 BH2704'SURROUNDED BY WATER.  THE BASE OF THE CONCRETE PORTION OF THE MARK
 BH2704'IS ABOUT 12 INCHES ABOVE THE SURFACE OF THE WATER AND IS SUPPORTED
 BH2704'ONLY BY A WOODEN 2 BY 4. REFERENCE MARK NO. 2 WAS OCCUPIED AND
 BH2704'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW STATION DESCRIPTION IS
 BH2704'SUBMITTED FOR CAPE REFERENCE MARK NO 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2705 ***********************************************************************
 BH2705  DESIGNATION -  CAPE RM 2
 BH2705  PID         -  BH2705
 BH2705  STATE/COUNTY-  MS/HANCOCK
 BH2705  USGS QUAD   -  BAY ST LOUIS (1993)
 BH2705
 BH2705                         *CURRENT SURVEY CONTROL
 BH2705  ___________________________________________________________________
 BH2705* NAD 83(1993)-  30 22 15.27913(N)    089 20 52.26603(W)     ADJUSTED  
 BH2705* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2705  ___________________________________________________________________
 BH2705  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 BH2705  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BH2705  HORZ ORDER  -  THIRD
 BH2705
 BH2705.The horizontal coordinates were established by classical geodetic methods
 BH2705.and adjusted by the National Geodetic Survey in May 1994.
 BH2705
 BH2705.The orthometric height was scaled from a topographic map.
 BH2705
 BH2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2705
 BH2705.The geoid height was determined by GEOID03.
 BH2705
 BH2705;                    North         East     Units Scale Factor Converg.
 BH2705;SPC MS E     -    96,649.107   250,543.837   MT  0.99998016   -0 15 36.5
 BH2705;SPC MS E     -   317,089.61    821,992.57   sFT  0.99998016   -0 15 36.5
 BH2705;UTM  16      - 3,362,224.578   274,370.880   MT  1.00022809   -1 11 15.2
 BH2705
 BH2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2705!SPC MS E     -   1.00000419  x   0.99998016  =   0.99998435
 BH2705!UTM  16      -   1.00000419  x   1.00022809  =   1.00023228
 BH2705
 BH2705:                Primary Azimuth Mark                     Grid Az
 BH2705:SPC MS E     -  PINE HILLS OBLATE FATHERS CROS           075 29 35.4
 BH2705:UTM  16      -  PINE HILLS OBLATE FATHERS CROS           076 25 14.1
 BH2705
 BH2705|---------------------------------------------------------------------|
 BH2705| PID    Reference Object                     Distance      Geod. Az  |
 BH2705|                                                           dddmmss.s |
 BH2705| BH2688 PINE HILLS OBLATE FATHERS CROS      APPROX. 2.6 KM 0751358.9 |
 BH2705| BH2704 CAPE RM 1                            20.161 METERS 20342     |
 BH2705| DD7652 CAPE RM 3                            21.931 METERS 24113     |
 BH2705| DD7653 CAPE RM 4                            24.681 METERS 32554     |
 BH2705|---------------------------------------------------------------------|
 BH2705
 BH2705                          SUPERSEDED SURVEY CONTROL
 BH2705
 BH2705  NAD 83(1986)-  30 22 15.29320(N)    089 20 52.25915(W) AD(       ) 3
 BH2705  NAD 27      -  30 22 14.60000(N)    089 20 52.07900(W) AD(       ) 3
 BH2705
 BH2705.Superseded values are not recommended for survey control.
 BH2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2705.See file dsdata.txt to determine how the superseded data were derived.
 BH2705
 BH2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7437162225(NAD 83)
 BH2705_MARKER: DR = REFERENCE MARK DISK
 BH2705_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BH2705_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2705
 BH2705  HISTORY     - Date     Condition        Report By
 BH2705  HISTORY     - 1958     MONUMENTED       CGS
 BH2705  HISTORY     - 1969     GOOD             CGS
 BH2705  HISTORY     - 1971     GOOD             NGS
 BH2705
 BH2705                          STATION DESCRIPTION
 BH2705
 BH2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2705'STATION IS LOCATED ABOUT 4 MILES NORTH OF THE CITY OF BAY ST. LOUIS,
 BH2705'ON THE NORTH SHORE OF ST. LOUIS BAY, ACROSS THE BAY
 BH2705'FROM CEDAR POINT AND IS IN THE APPROXIMATE CENTER OF SECTION 12, T 8
 BH2705'S, R 14 W.  THERE ARE TWO BAYOUS APPROXIMATELY 400 FEET APART
 BH2705'WEST OF THE STATION SITE.  THE STATION IS APPROXIMATELY 325 FEET EAST
 BH2705'OF THE EASTERLY ONE OF THE TWO AND 6 FEET NORTH OF THE PRESANT
 BH2705'HIGH-WATERLINE.  IT APPEARS THE SHORELINE IS CONSTANTLY RECEDING.
 BH2705'
 BH2705'STATION IS REACHED FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 90 AT THE
 BH2705'INTERSECTION OF U.S. 90 AND JEFFERSON DAVIS AVENUE, IN THE SOUTH
 BH2705'EDGE OF LONG BEACH BY GOING WESTERLY ON U.S 90 FOR 4.4 MILES TO MENGE
 BH2705'AVENUE, TURN RIGHT AND FOLLOW A SURFACED ROAD NORTHERLY 2.7
 BH2705'MILES TO A FORK AT CUEVAS SUPER CENTER STORE ON THE LEFT.  TAKE THE
 BH2705'LEFT FORK AND CONTINUE ON THE SURFACED ROAD 3.7 MILES TO CROSSROADS
 BH2705'AT THE VILLAGE OF DELISLE, CONTINUE STRAIGHT AHEAD ON SURFACED ROAD
 BH2705'NORTHWESTERLY 2.0 MILES TO A STORE ON THE RIGHT.  CONTINUE 0.75
 BH2705'MILE TO A GRAVEL ROAD LEFT PASSING BETWEEN TWO LARGE ORNAMENTAL
 BH2705'GATEPOSTS, TURNLEFT AND GO SOUTHWESTERLY 0.2 MILE TO TRIANGULATION
 BH2705'SURVEY STATION PINE HILLS 1931 ON THE RIGHT, CONTINUE AHEAD 0.7
 BH2705'MILE TO A FORK, TAKE RIGHT FORK WESTERLY 0.75 MILE TO A FORK WITH A
 BH2705'LONE WHITE CHIMNEY DIRECTLY AHEAD, TAKE LEFT FORK ON A TRACK
 BH2705'ROAD 0.15 MILE TO ANOTHER FORK, TAKE LEFT FORK, SOUTH, 0.5 MILE TO
 BH2705'THE BEACH AND THE END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY
 BH2705'ALONG THE NORTH SHORE OF THE BAY APPROXIMATELY 1 MILE TO THE
 BH2705'STATION.  STATION CAN ALSO BE REACHED FROM CEDAR POINT BY CROSSING
 BH2705'THE MOST WESTERLY NECK OF THE BAY BY BOAT.
 BH2705'
 BH2705'STATION DISK IS STAMPED CAPE NO 2 1950 AND PROJECTS 3 INCHES.  IT IS
 BH2705'A STANDARD DISK SET IN CEMENT IN THE TOP OF A 6 INCH IRON PIPE
 BH2705'SURROUNDING A 2 BY 4 WHICH IS 10 FEET LONG AND WAS DRIVEN INTO THE
 BH2705'GROUND.
 BH2705'
 BH2705'REFERENCE MARK 1 WHICH WAS OCCUPIED IN 1954 WAS RECOVERED AND FOUND
 BH2705'UNSTABLE AND UNFIT FOR RE-OCCUPATION.  IT IS COMPLETELY
 BH2705'SURROUNDED BY WATER AND THE ENTIRE MARK AND PART OF THE 2 BY 4
 BH2705'PROJECTS ABOVE THE WATER SURFACE DUE TO SOIL EROSION.  THE DISK IS
 BH2705'STAMPED CAPE NO 1 1950.
 BH2705'
 BH2705'REFERENCE MARK 3 IS STAMPED CAPE NO 3 1950 AND PROJECTS 18 INCHES.
 BH2705'IT IS A STANDARD DISK SET IN CEMENT IN THE TOP OF A 4 INCH
 BH2705'COMPOSITION PIPE WHICH IS DRIVEN INTO THE GROUND APPROXIMATELY 6-1/2
 BH2705'FEET.  IT IS ABOUT 10 FEET NORTH OF THE HIGHWATERLINE.
 BH2705'
 BH2705'REFERENCE MARK 4 IS STAMPED CAPE NO 4 1950 AND PROJECTS 18 INCHES.
 BH2705'IT IS A STANDARD DISK SET IN CEMENT IN THE TOP OF A 4 INCH
 BH2705'COMPOSITION PIPE WHICH IS DRIVEN INTO THE GROUND APPROXIMATELY 6-1/2
 BH2705'FEET AND IS ABOUT 87 FEET NORTH OF THE HIGH- WATER LINE.  NO WITNESS
 BH2705'POST WAS SET.
 BH2705'
 BH2705'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 BH2705
 BH2705                          STATION RECOVERY (1969)
 BH2705
 BH2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 BH2705'STATION AND RM 3 AND RM 4 RECOVERED IN GOOD CONDITION.  WITNESS
 BH2705'POST AND SIGN SET ABOUT 3 FEET N OF STATION.
 BH2705
 BH2705                          STATION RECOVERY (1971)
 BH2705
 BH2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2705'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 BH2705'GOOD CONDITION.  CAPE NO 1, 1950 WAS NOT RECOVERED.  THE STATION
 BH2705'MARK IS ON A SMALL RISE, 20 FT. N OF MHWL, SURROUNDED BY MARSH
 BH2705'AND GRASS IN WATER.
 BH2705'
 BH2705'STATION IS MOST EASILY REACHED BY BOAT.  DESCRIPTION IS ADEQUATE
 BH2705'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2660 ***********************************************************************
 CP2660  DESIGNATION -  CAPITOL BCSTG CO SE TV MAST
 CP2660  PID         -  CP2660
 CP2660  STATE/COUNTY-  MS/HINDS
 CP2660  USGS QUAD   -  TERRY NW (1980)
 CP2660
 CP2660                         *CURRENT SURVEY CONTROL
 CP2660  ___________________________________________________________________
 CP2660* NAD 83(1993)-  32 12 48.91028(N)    090 22 56.80170(W)     ADJUSTED  
 CP2660* NAVD 88     -              **(meters)            **(feet)            
 CP2660  ___________________________________________________________________
 CP2660  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CP2660  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2660  HORZ ORDER  -  THIRD
 CP2660
 CP2660.The horizontal coordinates were established by classical geodetic methods
 CP2660.and adjusted by the National Geodetic Survey in May 1994.
 CP2660
 CP2660
 CP2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2660
 CP2660.The geoid height was determined by GEOID03.
 CP2660
 CP2660;                    North         East     Units Scale Factor Converg.
 CP2660;SPC MS W     -   300,833.464   695,370.314   MT  0.99995026   -0 01 34.2
 CP2660;SPC MS W     -   986,984.46  2,281,394.11   sFT  0.99995026   -0 01 34.2
 CP2660;UTM  15      - 3,567,115.865   746,704.532   MT  1.00035063   +1 23 45.8
 CP2660
 CP2660                          SUPERSEDED SURVEY CONTROL
 CP2660
 CP2660  NAD 83(1986)-  32 12 48.92433(N)    090 22 56.79817(W) AD(       ) 4
 CP2660  NAD 27      -  32 12 48.38436(N)    090 22 56.46161(W) AD(       ) 3
 CP2660
 CP2660.Superseded values are not recommended for survey control.
 CP2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2660.See file dsdata.txt to determine how the superseded data were derived.
 CP2660
 CP2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4670567116(NAD 83)
 CP2660_MARKER: 42 = RADIO/TV MAST
 CP2660
 CP2660  HISTORY     - Date     Condition        Report By
 CP2660  HISTORY     - 1965     FIRST OBSERVED   CGS
 CP2660  HISTORY     - 1978     SEE DESCRIPTION  MSHD
 CP2660  HISTORY     - 20070316 GOOD             MSSU
 CP2660
 CP2660                          STATION DESCRIPTION
 CP2660
 CP2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2660'MAST IS CONSTRUCTED OF 3-STEEL TUBULAR LEGS WHICH ARE SET IN
 CP2660'A TRIANGULAR SHAPE, IN SECTIONS WHICH ARE PAINTED ORANGE-WHITE,
 CP2660'ALTERNATELY.  MAST IS 1,529 FEET IN HEIGHT AND HAS A RED BEACON
 CP2660'LIGHT AT THE TOP OF THE MAST.
 CP2660'
 CP2660'MAST IS LOCATED ON A LOW HILL, ABOUT 4 MILES SOUTHEAST OF
 CP2660'RAYMOND, 2-1/2 MILES SOUTH OF STATE HIGHWAY 18, 1/2 MILE WEST
 CP2660'OF SURFACED ROAD, 0.3 MILE NORTH OF A GRAVELED ROAD AND NEAR THE
 CP2660'SMALL COMMUNITY OF SEVEN SPRINGS.
 CP2660'
 CP2660'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP OF THE MAST.
 CP2660
 CP2660                          STATION RECOVERY (1978)
 CP2660
 CP2660'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2660'THE STATION SITE WAS VISITED 4-17-78 AND WAS FOUND TO HAVE
 CP2660'BEEN BLOWN OVER BY HEAVY WINDS IN 1966.  A SIMILAR TYPE MAST
 CP2660'WAS BUILT VERY CLOSE TO THE ORIGINAL ONE USING A SET OF THE
 CP2660'ORIGINAL GUY WIRE ANCHORS.  THE NEW MAST IS 1999 FEET HIGH.  THE
 CP2660'MAST IS OPERATED BY COMMUNICATIONS IMPROVEMENT INCORPORATED
 CP2660'AND WAS NEVER OPERATED BY CAPITOL BROADCASTING CO.  CAPITOL
 CP2660'BROADCASTING CO. MAST IS 2.6 MILES NORTHWEST OF THIS ONE.
 CP2660'
 CP2660'THE STATION IS LOCATED 4 MILES SOUTHEAST OF RAYMOND ON TOP
 CP2660'OF A LOW HILL, 0.5 MILE WEST OF MIDWAY ROAD, 0.2 MILE NORTH
 CP2660'OF THIGPEN ROAD, 3.15 MILES SOUTH OF STATE HIGHWAY 18, IN THE
 CP2660'SOUTHWEST 1/4 OF SECTION 2, T 4N, R 2W.
 CP2660
 CP2660                          STATION RECOVERY (2007)
 CP2660
 CP2660'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (MG)
 CP2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1852 ***********************************************************************
 EG1852  DESIGNATION -  CAPLEVILLE SE BASE
 EG1852  PID         -  EG1852
 EG1852  STATE/COUNTY-  MS/DE SOTO
 EG1852  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1852
 EG1852                         *CURRENT SURVEY CONTROL
 EG1852  ___________________________________________________________________
 EG1852* NAD 83(1993)-  34 58 12.87759(N)    089 47 30.40760(W)     ADJUSTED  
 EG1852* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 EG1852  ___________________________________________________________________
 EG1852  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 EG1852  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1852  HORZ ORDER  -  FIRST
 EG1852
 EG1852.The horizontal coordinates were established by classical geodetic methods
 EG1852.and adjusted by the National Geodetic Survey in May 1994.
 EG1852
 EG1852.The orthometric height was scaled from a topographic map.
 EG1852
 EG1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1852
 EG1852.The geoid height was determined by GEOID03.
 EG1852
 EG1852;                    North         East     Units Scale Factor Converg.
 EG1852;SPC MS W     -   606,706.086   749,453.095   MT  0.99998013   +0 18 37.4
 EG1852;SPC MS W     - 1,990,501.55  2,458,830.70   sFT  0.99998013   +0 18 37.4
 EG1852;SPC MS E     -   606,991.729   212,476.470   MT  1.00004438   -0 32 57.7
 EG1852;SPC MS E     - 1,991,438.70    697,099.89   sFT  1.00004438   -0 32 57.7
 EG1852;SPC TN       -    77,374.259   253,795.551   MT  1.00006114   -2 13 11.5
 EG1852;SPC TN       -   253,852.05    832,660.90   sFT  1.00006114   -2 13 11.5
 EG1852;UTM  16      - 3,873,303.952   245,118.401   MT  1.00040074   -1 36 03.5
 EG1852
 EG1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1852!SPC MS W     -   0.99998469  x   0.99998013  =   0.99996482
 EG1852!SPC MS E     -   0.99998469  x   1.00004438  =   1.00002907
 EG1852!SPC TN       -   0.99998469  x   1.00006114  =   1.00004583
 EG1852!UTM  16      -   0.99998469  x   1.00040074  =   1.00038542
 EG1852
 EG1852|---------------------------------------------------------------------|
 EG1852| PID    Reference Object                     Distance      Geod. Az  |
 EG1852|                                                           dddmmss.s |
 EG1852| AI2832 CAPLEVILLE SE BASE RM 3              39.514 METERS 00344     |
 EG1852| FE2543 COLLIERVILLE TANK                   APPROX.14.2 KM 0550722.7 |
 EG1852| AI4160 CAPLEVILLE SE BASE RM 2                            08905     |
 EG1852| AI2833 CAPLEVILLE SE BASE RM 4              75.280 METERS 10209     |
 EG1852| AI4159 CAPLEVILLE SE BASE AZ MK                           1882455.6 |
 EG1852| EG1853 OLIVE BRANCH MUN TANK               APPROX. 3.5 KM 2570325.9 |
 EG1852| FE2569 RNG MEMPHIS RADIO MEM               APPROX.18.8 KM 2883516.7 |
 EG1852| AI4158 CAPLEVILLE SE BASE RM 1              45.604 METERS 35756     |
 EG1852|---------------------------------------------------------------------|
 EG1852
 EG1852                          SUPERSEDED SURVEY CONTROL
 EG1852
 EG1852  NAD 83(1993)-  34 58 12.88153(N)    089 47 30.40864(W) AD(       ) 1
 EG1852  NAD 83(1986)-  34 58 12.88722(N)    089 47 30.40841(W) AD(       ) 1
 EG1852  NAD 27      -  34 58 12.54900(N)    089 47 30.09700(W) AD(       ) 1
 EG1852
 EG1852.Superseded values are not recommended for survey control.
 EG1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1852.See file dsdata.txt to determine how the superseded data were derived.
 EG1852
 EG1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4511873304(NAD 83)
 EG1852_MARKER: DS = TRIANGULATION STATION DISK
 EG1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1852_STAMPING: CAPLEVILLE SE BASE 1914
 EG1852_MARK LOGO: CGS   
 EG1852_PROJECTION: RECESSED 9 CENTIMETERS
 EG1852_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1852+STABILITY: SURFACE MOTION
 EG1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1852+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1988
 EG1852
 EG1852  HISTORY     - Date     Condition        Report By
 EG1852  HISTORY     - 1914     MONUMENTED       CGS
 EG1852  HISTORY     - 1956     GOOD             CGS
 EG1852  HISTORY     - 1966     GOOD             CGS
 EG1852  HISTORY     - 1972     GOOD             NGS
 EG1852  HISTORY     - 19881005 GOOD             NGS
 EG1852
 EG1852                          STATION DESCRIPTION
 EG1852
 EG1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EG1852'ABOUT 8 MILES SOUTH BY EAST FROM GERMANTOWN, 2.5 MILES EAST-NORTHEAST
 EG1852'FROM OLIVE BRANCH,
 EG1852'MISS, 1.5 MILES SOUTH OF MISSISSIPPI-TENNESSEE
 EG1852'STATE LINE, 0.5 MILE NORTH OF OLIVE
 EG1852'BRANCH-MOUNT PLEASANT WAGON ROAD,
 EG1852'300 METERS (984 FEET) EAST OF GERMANTOWN-FARMER
 EG1852'STORE-MILLER WAGON
 EG1852'ROAD, ON LANDING BELONGING TO W H MCCARGO, IN CULTIVATED FIELD, ON
 EG1852'HIGHEST GROUND
 EG1852'IN VICINITY, ABOUT 0.5 MILE N 10 DEG W (MAGNETIC) FROM
 EG1852'MR MCCARGOS BARN, AND 150 FEET
 EG1852'SOUTH OF FENCE LINE.  TO REACH FROM ST
 EG1852'LOUIS-SAN FRANCISCO RAILWAY PASSENGER STATION AT
 EG1852'OLIVE BRANCH, GO
 EG1852'SOUTHEAST 0.2 MILE ON U S ROUTE 78 (OLIVE BRANCH-BYHALIA ROAD),
 EG1852'TURN LEFT AT
 EG1852'CROSSROADS ONTO GRAVEL ROAD, AND GO 1.95 MILES TO MR MCCARGOS
 EG1852'FARM.  SURFACE AND
 EG1852'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 EG1852'CONCRETE.  REFERENCE
 EG1852'MARKS WERE STANDARD REFERENCE
 EG1852'DISKS IN CONCRETE.  NO 1 WAS ON FENCE ROW
 EG1852'WHICH MARKS LINE
 EG1852'BETWEEN NORTH AND SOUTH HALF SECTIONS OF MR MCCARGOS LAND, AND ABOUT
 EG1852'1 METER (3 FEET)
 EG1852'BELOW AND 45.60 METERS (149.6 FEET) FROM STATION.
 EG1852'NO 2 WAS
 EG1852'ON EAST SLOPE OF KNOLL, ON
 EG1852'NORTH-AND-SOUTH FENCE ROW, AND 3.6 METERS (12 FEET)
 EG1852'BELOW AND 94.25
 EG1852'METERS (309.2 FEET) FROM STATION N 89 DEG 05 MIN E. IN 1934
 EG1852'BOTH REFERENCE
 EG1852'MARKS WERE REPORTED DESTROYED.
 EG1852
 EG1852                          STATION RECOVERY (1956)
 EG1852
 EG1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1852'THE STATION MARK AND REFERENCE NUMBER 1 WERE RECOVERED AND FOUND TO
 EG1852'BE IN GOOD CONDITION.
 EG1852'REFERENCE MARK NUMBER 2 WAS FOUND TO BE DESTROYED.  TWO
 EG1852'NEW REFERENCE MARKS NOS 3 AND
 EG1852'4 AND A NEW AZIMUTH MARK WERE SET.  A
 EG1852'COMPLETE NEW DESCRIPTION IS AS FOLLOWS-
 EG1852'
 EG1852'THE STATION IS ABOUT 2.5 MILES EAST NORTHEAST OF OLIVE BRANCH,
 EG1852'MISSISSIPPI, AND 1.5
 EG1852'MILES SOUTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, IN
 EG1852'SECTION 25, T 1 S, R 6 W.
 EG1852'THE STATION MARK IS LOCATED IN THE
 EG1852'NORTHEASTERN PART OF A HAY PASTURE WHICH IS
 EG1852'THE H HIGHEST GROUND IN
 EG1852'THE VICINITY, ON THE PROPERTY OF MRS GEORGE BOWLIN.
 EG1852'
 EG1852'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 305 AND U S
 EG1852'HIGHWAY 78 IN OLIVE BRANCH,
 EG1852'GO EAST ON MT PLEASANT STREET FOR 0.2 MILE TO END OF
 EG1852'BLACK TOP ROAD, CONTINUE EAST,
 EG1852'GRAVELED ROAD, FOR 1.55 MILES TO
 EG1852'CROSSROADS, KEEP STRAIGHT AHEAD, EAST, FOR 0.25
 EG1852'MILE TO A FARM
 EG1852'DRIVE-WAY ON LEFT, TURN LEFT, GO ABOUT 40 YARDS TO A ROAD FORK IN
 EG1852'FARM YARD, GO
 EG1852'NORTH, KEEPING TO THE EAST OF FARM HOUSE, FOR ABOUT 60
 EG1852'YARDS TO A GATE ON LEFT, THIS
 EG1852'GATE IS JUST WEST OF THE WEST ONE OF
 EG1852'TWO BARNS, TURN LEFT, THROUGH GATE, GO WESTERLY
 EG1852'FOR 0.15 MILE TO A
 EG1852'GATE JUST NORTHWEST OF A POND, PASS THROUGH GATE, GO NORTH, ON
 EG1852'TRACK ROAD, FOR
 EG1852'0.15 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE NORTHERLY
 EG1852'FOR 0.15 MILE TO A GATE IN
 EG1852'FENCE LINE, PASS THROUGH GATE, CONTINUE
 EG1852'NORTHERLY, 0.15 MILE TO THE STATION.
 EG1852'
 EG1852'STATION MARK, A STANDARD DISK, NOT STAMPED, IS SET IN A 14 INCH BY 14
 EG1852'INCH CONCRETE POST
 EG1852'WHICH IS FLUSH WITH THE GROUND.  IT IS 248 FEET WEST OF
 EG1852'A NORTH-SOUTH FENCE LINE, 131
 EG1852'FEET SOUTH OF AN EAST-WEST FENCE LINE
 EG1852'AND 1 FOOT EAST OF A STANDARD WITNESS POST.
 EG1852'
 EG1852'REFERENCE MARK 1, A STANDARD DISK, NOT STAMPED, IS SET IN A SQUARE
 EG1852'CONCRETE POST WHICH IS 4
 EG1852'INCHES BELOW THE TOP OF GROUND.  IT IS 24.55 FEET
 EG1852'NORTHWEST OF REFERENCE MARK NO 3,
 EG1852'20.3 FEET NORTH OF AN EAST-WEST
 EG1852'FENCE LINE, AND 7.9 FEET SOUTH OF A 6 INCH BY 8 INCH
 EG1852'POST MARKED WITH A
 EG1852'TRIANGULAR BLAZE.
 EG1852'
 EG1852'REFERENCE MARK 3, A STANDARD DISK, STAMPED CAPLEVILLE SE BASE 1914,
 EG1852'IS SET IN A SQUARE CONCRETE
 EG1852'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 225
 EG1852'FEET WEST OF THE NORTHEAST CORNER
 EG1852'OF FENCE, AT THE NORTH EDGE OF HAY
 EG1852'FIELD, 1 FOOT SOUTH OF THE FENCE LINE.
 EG1852'
 EG1852'REFERENCE MARK 4, A STANDARD DISK, STAMPED CAPLEVILLE SE BASE 1914,
 EG1852'IS SET IN A SQUARE CONCRETE
 EG1852'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 125
 EG1852'FEET SOUTH OF THE NORTHEAST CORNER
 EG1852'OF FENCE, ON THE EAST SLOPE OF
 EG1852'HILL, 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.  THE
 EG1852'MARK IS ABOUT 8
 EG1852'FEET LOWER THAN THE STATION MARK.
 EG1852'
 EG1852'AZIMUTH MARK, A STANDARD DISK, STAMPED CAPLEVILLE SE BASE 1914, IS
 EG1852'SET IN A SQUARE CONCRETE
 EG1852'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS AT
 EG1852'THE SOUTHEAST CORNER OF A GROVE OF
 EG1852'PINE TREES, ABOUT 300 FEET WEST OF
 EG1852'A FARM HOUSE, 25 FEET EAST OF THE TRACK ROAD WHICH
 EG1852'LEADS TO STATION,
 EG1852'AND 2 FEET NORTH OF A STANDARD WITNESS POST.
 EG1852
 EG1852                          STATION RECOVERY (1966)
 EG1852
 EG1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EG1852'THE STATION WAS VISITED 9-22-66 AND THE STATION MARK, AZIMUTH MARK
 EG1852'AND REFERENCE
 EG1852'MARKS NO 1, 3 AND 4 WERE FOUND IN GOOD CONDITION AT
 EG1852'THIS DATE.  A NEW DESCRIPTION
 EG1852'FOLLOWS-
 EG1852'
 EG1852'THE STATION IS LOCATED ABOUT 2.5 MILES ENE OF OLIVE BRANCH, AND 1.5
 EG1852'MILES SOUTH OF THE
 EG1852'MISSISSIPPI - TENNESSSE STATE LINE, IN SECTION 25,
 EG1852'T1S, R 6 W, IN THE NORTH EDGE OF A
 EG1852'PASTURE, 131 FEET SOUTH OF A FENCE
 EG1852'LINE, AND 240 FEET WEST OF A FENCE LINE AND 1.5 FEET
 EG1852'SOUTH OF A METAL
 EG1852'WITNESS POST.  IT IS A STANDARD DISK, STAMPED CAPLEVILLE SE BASE
 EG1852'1914, PROJECTING 4
 EG1852'INCHES.
 EG1852'
 EG1852'REFERENCE MARK NO 1 IS 149.62 FEET N OF THE STATION, 24.55 FEET NW OF
 EG1852'RM NO 3, 20.7 FEET
 EG1852'N OF A FENCE LINE, 23.3 FEET NW OF A METAL WITNESS
 EG1852'POST, AND 8 FEET SE OF A BLACK LOCUST
 EG1852'TREE.  IT IS A STANDARD DISK,
 EG1852'NOT STAMPED, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EG1852'
 EG1852'REFERENCE MARK NO 3 IS 129.08 FEET N OF THE STATION, 225 FEET WEST OF
 EG1852'A FENCE CORNER, 2
 EG1852'FEET SOUTH OF A FENCE LINE AND 1.5 FEET SOUTH OF A
 EG1852'METAL WITNESS POST.  IT IS A
 EG1852'STANDARD DISK, STAMPED CAPLEVILLE SE
 EG1852'BASE NO 3 1914, PROJECTING 2 INCHES.
 EG1852'
 EG1852'REFERENCE MARK NO 4 IS 246.98 FEET E OF THE STATION, 1 FOOT W OF A
 EG1852'NORTH-SOUTH FENCE
 EG1852'LINE, 202 FEET S OF A FENCE CORNER, 12.5 FEET W OF
 EG1852'A LARGE CEDAR TREE, AND 1 FOOT S OF
 EG1852'A METAL WITNESS POST.  IT IS A
 EG1852'STANDARD DISK, STAMPED CAPLEVILLE SE BASE NO 4 1914,
 EG1852'PROJECTING 4
 EG1852'INCHES.
 EG1852'
 EG1852'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, ABOUT 300 FEET
 EG1852'WEST OF A HOUSE,
 EG1852'89 FEET NE OF A FENCE CORNER, 13 FEET NE OF A 7-INCH
 EG1852'CEDAR TREE, 1 FOOT WEST OF A FENCE,
 EG1852'AND 1.5 FEET NORTH OF A METAL
 EG1852'FENCE POST, IT IS A STANDARD DISK, STAMPED CAPLEVILLE
 EG1852'SE BASE 1914,
 EG1852'PROJECTING 6 INCHES.
 EG1852'
 EG1852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 305 AND U S
 EG1852'HIGHWAY 78 IN
 EG1852'OLIVE BRANCH, GO EAST ON PLEASANT STREET FOR 1.8 MILES
 EG1852'TO A CROSSROAD, CONTINUE EAST
 EG1852'FOR 0.25 MILE TO A FARM DRIVE ON THE
 EG1852'LEFT, TURN LEFT AND GO ABOUT 40 YARDS TO A
 EG1852'FORK IN A FARM YARD, KEEP
 EG1852'NORTH ON FARM DRIVE WAY ON THE LEFT, KEEPING TO THE EAST OF
 EG1852'THE FARM HOUSE,
 EG1852'FOR ABOUT 60 YARDS TO A GATE ON THE LEFT, THIS GATE IS JUST
 EG1852'WEST OF THE WEST ONE OF
 EG1852'TWO BARNS TURN, LEFT THROUGH GATE AND GO
 EG1852'NORTH ON TRACK ROAD FOR 0.15 MILE TO THE
 EG1852'AZIMUTH MARK ON THE RIGHT,
 EG1852'CONTINUE NORTH FOR 0.15 MILE TO A GATE ON THE LEFT, PASS
 EG1852'THROUGH GATE AND
 EG1852'CONTINUE NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.15 MILE TO
 EG1852'THE STATION ON THE
 EG1852'LEFT.
 EG1852'
 EG1852'THIS STATION WAS NOT OCCUPIED AT THIS DATE.
 EG1852
 EG1852                          STATION RECOVERY (1972)
 EG1852
 EG1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EG1852'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EG1852'HOWEVER, THE
 EG1852'AZIMUTH MARK WAS OBSTRUCTED BY THE BUILDING OF HOLIDAY
 EG1852'INN UNIVERSITY, AND BEING
 EG1852'WITHIN THE CONSTRUCTION LIMITS, THE MARK
 EG1852'WAS DESTROYED AND THE DISK REMOVED.  NO NEW
 EG1852'AZIMUTH MARK WAS SET.
 EG1852'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 EG1852'USING
 EG1852'INTERSECTION STATION OLIVE BRANCH, MUNICIPAL WATER TANK 1955 AS THE
 EG1852'INITIAL, AND THE
 EG1852'ANGLES OBSERVED THIS DATE ON THE REFERENCE MARKS
 EG1852'CHECKED THE 1956 OBSERVATIONS
 EG1852'WITHIN THE REQUIRED LIMITS.  VERTICAL
 EG1852'ANGLES WERE OBSERVED BETWEEN THE STATION AND ALL
 EG1852'REFERENCE MARKS AND
 EG1852'BETWEEN REFERENCE MARK NO 3 AND THE REFERENCE MARKS, AND SLOPE
 EG1852'DISTANCES
 EG1852'MEASURED.  WHEN REDUCED TO THE HORIZONTAL THE DISTANCES TO
 EG1852'REFERENCE MARK NO 1 AND
 EG1852'REFERENCE MARK NO 4 CHECKED THE 1956
 EG1852'MEASUREMENTS FLAT AND A DISCREPANCY OF -
 EG1852'0.04 OF A FOOT WAS NOTED FOR
 EG1852'REFERENCE MARK NO 3.
 EG1852'
 EG1852'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EG1852'
 EG1852'THE STATION IS LOCATED ABOUT 2.5 MILES EAST-NORTHEAST OF OLIVE
 EG1852'BRANCH,
 EG1852'MISSISSIPPI, AND 1.5 MILES NORTH OF THE MISSISSIPPI -
 EG1852'TENNESSEE STATE LINE ON
 EG1852'THE PROPERTY OF HOLIDAY INDUSTRIAL PARK.  IT
 EG1852'IS ON THE HIGHEST GROUND OF A CULITIVATED
 EG1852'PLOT ABOUT 0.3 OF A MILE
 EG1852'NORTH OF HOLIDAY INN UNIVERSITY NOW UNDER CONSTRUCTION.
 EG1852'
 EG1852'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE
 EG1852'ROUTE 305 IN OLIVE
 EG1852'BRANCH, GO EASTERLY ON MT PLEASANT ROAD FOR 1.8
 EG1852'MILES TO A PAVED CROSSROAD.  HERE
 EG1852'TURN LEFT AND GO NORTH ON THE PAVED
 EG1852'ROAD FOR 0.8 OF A MILE TO A FIELD ROAD ON THE RIGHT,
 EG1852'TURN RIGHT ON
 EG1852'THIS FIELD ROAD PASSING TO THE WEST AND SOUTH OF AN OLD ABANDONED
 EG1852'HOUSE AND GO
 EG1852'SOUTHEASTERLY FOR 0.3 OF A MILE TO AN OLD LANE FENCE AND
 EG1852'TRACK ROAD ON THE LEFT, TURN
 EG1852'LEFT ON THE TRACK ROAD AND GO EASTERLY
 EG1852'ALONG THE NORTH EDGE OF A CULTIVATED PLOT AND
 EG1852'SOUTH EDGE OF THE OLD
 EG1852'FENCE FOR 0.05 OF A MILE TO THE MARK ON THE RIGHT ABOUT 130 FEET
 EG1852'ATOP A SMALL RISE
 EG1852'IN THE FIELD.
 EG1852'
 EG1852'THE STATION IS 249 FEET WEST OF A NORTH-SOUTH FENCE, 132 FEET SOUTH
 EG1852'OF THE SOUTH FENCE
 EG1852'OF THE OLD EAST-WEST LANE, 1.5 FEET EAST OF A
 EG1852'WHITE, WOODEN WITNESS POST, AND 1.5
 EG1852'FEET SOUTH OF A METAL WITNESS
 EG1852'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 EG1852'OF A 14-INCH,
 EG1852'SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURROUNDING SURFACE AND THE
 EG1852'DISK IS STAMPED
 EG1852'CAPLEVILLE SE BASE 1914.
 EG1852'
 EG1852'REFERENCE MARK NO 1 IS 23 FEET WEST OF A 28-INCH TRIPLE TRUNKED ASH
 EG1852'TREE, 21 FEET
 EG1852'NORTH OF THE SOUTH LANE FENCE, 12 FEET NORTH OF THE
 EG1852'NORTH LANE FENCE, 0.9 OF A FOOT
 EG1852'SOUTH OF A METAL WITNESS POST AND
 EG1852'SIGN, AND IN THE EDGE OF A WOODED AREA.  IT IS A
 EG1852'STANDARD DISK SET IN
 EG1852'THE TOP OF A 14-INCH, SQUARE, CONCRETE MONUMENT ABOUT 4 INCHES
 EG1852'BELOW THE SURFACE
 EG1852'AND IS STAMPED CAPLEVILLE SE BASE NO 1 1914.
 EG1852'THIS MARK BORE NO STAMPING AND
 EG1852'WAS STAMPED THIS DATE.
 EG1852'
 EG1852'REFERENCE MARK NO 3 IS 225 FEET WEST OF A FENCE CORNER, 22 FEET
 EG1852'SOUTH-SOUTHWEST OF
 EG1852'A 28-INCH ASH TREE, 9 FEET SOUTH OF THE NORTH LANE
 EG1852'FENCE, 2 FEET SOUTH OFF THE SOUTH
 EG1852'LANE FENCE, 1.0 FOOT SOUTH OF A
 EG1852'METAL WITNESS POST AND SIGN, AND NEAR THE NORTH EDGE
 EG1852'OF THE
 EG1852'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 EG1852'SQUARE, CONCRETE
 EG1852'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 EG1852'STAMPED CAPLEVILLE SE BASE NO 3
 EG1852'1914.
 EG1852'
 EG1852'REFERENCE MARK NO 4 IS 203 FEET SOUTH OF A FENCE CORNER, 13 FEET WEST
 EG1852'OF A 16-INCH CEDAR
 EG1852'TREE, 2.0 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 EG1852'1.1 FEET WEST OF A METAL WITNESS POST
 EG1852'AND SIGN, AND NEAR THE EAST
 EG1852'EDGE OF THE CULTIVATED FIELD.  IT IS A STANDARD DISK SET
 EG1852'IN THE TOP OF A
 EG1852'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 EG1852'THE DISK IS STAMPED
 EG1852'CAPLEVILLE SE BASE NO 4 1914.
 EG1852'
 EG1852'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 EG1852'REFERENCE MARK NO
 EG1852'3 IS 24.45 FEET, 7.452 METERS.
 EG1852'
 EG1852'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 EG1852'REFERENCE MARK NO
 EG1852'4 IS 295.21 FEET, (89.981) METERS.
 EG1852
 EG1852                          STATION RECOVERY (1988)
 EG1852
 EG1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DDR)
 EG1852'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST NORTHEAST OF OLIVE
 EG1852'BRANCH, 1.5 MI (2.4 KM) SOUTH OF MISSISSIPPI-TENNESSEE STATE LINE, ON
 EG1852'PROPERTY OF HOILDAY INN CONFERENCE CENTER.
 EG1852'TO REACH FROM FROM THE JUNCTION OF OLD U.S. HIGHWAY 78 AND STATE
 EG1852'HIGHWAY 305, IN THE EAST EDGE OF OLIVE BRANCH, GO EAST ON GOODMAN ROAD
 EG1852'FOR 2.74 KM (1.70 MI) TO A CROSSROAD, TURN RIGHT AND GO NORTH ON PAVED
 EG1852'ROAD FOR 0.48 KM (0.30 MI) TO A PAVED SIDE ROAD ON THE RIGHT AND
 EG1852'ENTRANCE TO THE HOLIDAY INN CONFERENCE CENTER COMPLEX, TURN RIGHT AND
 EG1852'GO EAST ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO A PAVED SIDE ROAD ON
 EG1852'THE LEFT, TURN LEFT AND FOLLOW PAVED ROAD AROUND WEST SIDE OF MAIN
 EG1852'BUILDING FOR 0.16 KM (0.10 MI) TO A GRAVEL ROAD AT NORTHEAST CORNER OF
 EG1852'PARKING LOT ON NORTH SIDE OF BUILDING, CONTINUE NORTH ON GRAVEL ROAD
 EG1852'AND TRACK ROAD FOR 0.32 KM (0.20 MI) TO END OF TRACK ROAD AND STATION.
 EG1852'STATION MARK IS A STANDARD DISK, STAMPED---CAPLEVILLE SE BASE
 EG1852'1914---SET IN TOP OF A SQUARE CONCRETE POST, 0.09 M (0.30 FT) BELOW
 EG1852'THE SURFACE OF THE GROUND.  IT IS 190.80 M (625.98 FT) NORTH OF A
 EG1852'POWER POLE WITH TRANSFORMER, 78.90 M (258.86 FT) WEST OF A LONE 20
 EG1852'INCH CEDAR TREE, 25.40 M (83.33 FT) WEST OF THE CENTER OF TRACK ROAD,
 EG1852'0.45 M (1.48 FT) SOUTH OF A METAL WITNESS POST AND 0.45 M (1.48 FT)
 EG1852'NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1279 ***********************************************************************
 CO1279  DESIGNATION -  CARAWAY RESET
 CO1279  PID         -  CO1279
 CO1279  STATE/COUNTY-  MS/NEWTON
 CO1279  USGS QUAD   -  CHUNKY (1983)
 CO1279
 CO1279                         *CURRENT SURVEY CONTROL
 CO1279  ___________________________________________________________________
 CO1279* NAD 83(1993)-  32 16 20.38391(N)    088 58 12.87050(W)     ADJUSTED  
 CO1279* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 CO1279  ___________________________________________________________________
 CO1279  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CO1279  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CO1279  HORZ ORDER  -  FIRST
 CO1279
 CO1279.The horizontal coordinates were established by classical geodetic methods
 CO1279.and adjusted by the National Geodetic Survey in May 1994.
 CO1279
 CO1279.The orthometric height was scaled from a topographic map.
 CO1279
 CO1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1279
 CO1279.The geoid height was determined by GEOID03.
 CO1279
 CO1279;                    North         East     Units Scale Factor Converg.
 CO1279;SPC MS E     -   307,354.347   287,102.112   MT  0.99995205   -0 04 23.2
 CO1279;SPC MS E     - 1,008,378.39    941,934.18   sFT  0.99995205   -0 04 23.2
 CO1279;UTM  16      - 3,572,325.907   314,436.448   MT  1.00002465   -1 03 08.3
 CO1279
 CO1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1279!SPC MS E     -   0.99998091  x   0.99995205  =   0.99993296
 CO1279!UTM  16      -   0.99998091  x   1.00002465  =   1.00000556
 CO1279
 CO1279:                Primary Azimuth Mark                     Grid Az
 CO1279:SPC MS E     -  CARAWAY AZ MK                            016 41 58.9
 CO1279:UTM  16      -  CARAWAY AZ MK                            017 40 44.0
 CO1279
 CO1279|---------------------------------------------------------------------|
 CO1279| PID    Reference Object                     Distance      Geod. Az  |
 CO1279|                                                           dddmmss.s |
 CO1279| CG1281 CARAWAY AZ MK                                      0163735.7 |
 CO1279| CO1608 CARAWAY AZ MK RESET                                0232836.8 |
 CO1279| CO1278 TILLMAN LOOKOUT TOWER               APPROX.13.9 KM 0830050.6 |
 CO1279| CO1606 CARAWAY RM 1                         46.826 METERS 14356     |
 CO1279| CO1607 CARAWAY RM 2                         17.613 METERS 23106     |
 CO1279| CO1342 NEWTON MUNICIPAL TANK               APPROX.18.6 KM 2871122.4 |
 CO1279| CO1338 HICKORY MUNICIPAL TANK              APPROX. 7.0 KM 3120903.3 |
 CO1279| CO1337 DECATUR WATER TANK                  APPROX.22.5 KM 3244637.3 |
 CO1279|---------------------------------------------------------------------|
 CO1279
 CO1279                          SUPERSEDED SURVEY CONTROL
 CO1279
 CO1279  NAD 83(1993)-  32 16 20.39615(N)    088 58 12.87269(W) AD(       ) 1
 CO1279  NAD 83(1986)-  32 16 20.39654(N)    088 58 12.87291(W) AD(       ) 1
 CO1279  NAD 27      -  32 16 19.87500(N)    088 58 12.67800(W) AD(       ) 1
 CO1279
 CO1279.Superseded values are not recommended for survey control.
 CO1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1279.See file dsdata.txt to determine how the superseded data were derived.
 CO1279
 CO1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA1443672326(NAD 83)
 CO1279_MARKER: DS = TRIANGULATION STATION DISK
 CO1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1279_SP_SET: CONCRETE POST
 CO1279_STAMPING: CARAWAY 1930 1935
 CO1279_MARK LOGO: CGS   
 CO1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1279+STABILITY: SURFACE MOTION
 CO1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1279+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1989
 CO1279
 CO1279  HISTORY     - Date     Condition        Report By
 CO1279  HISTORY     - 1930     MONUMENTED       CGS
 CO1279  HISTORY     - 1935     GOOD             CGS
 CO1279  HISTORY     - 1935     GOOD             CGS
 CO1279  HISTORY     - 1943     GOOD             CGS
 CO1279  HISTORY     - 1956     GOOD             CGS
 CO1279  HISTORY     - 1964     GOOD             MSHD
 CO1279  HISTORY     - 19811001 GOOD             MSSU
 CO1279  HISTORY     - 19890811 GOOD             MSHD
 CO1279
 CO1279                          STATION DESCRIPTION
 CO1279
 CO1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO1279'ABOUT 4 MILES SOUTHEAST OF HICKORY, IN SEC. 16, T. 5 N., R. 15 E.,
 CO1279'CHOCTAW MERIDIAN, ON THE PROPERTY OF J.D. CARROWAY, 75 METERS
 CO1279'NORTHWEST OF THE DWELLING, 75 METERS WEST OF THE ROAD, 17.70 METERS
 CO1279'NORTHWEST OF A 36-INCH OAK, 11.22 METERS NORTH OF A BARN AT THE
 CO1279'EDGE OF THE FIELD, AND IS 3 INCHES BELOW THE GROUND.
 CO1279'
 CO1279'TO REACH FROM HICKORY, GO EAST ON HIGHWAY 80 FOR ABOUT 3/4
 CO1279'MILE TO WHERE THE HIGHWAY CHANGES DIRECTION FROM NORTH-SOUTH TO
 CO1279'EAST-WEST THEN FOLLOW THE ROAD TO THE SOUTH AND GO 1.1 MILES, TURN
 CO1279'LEFT AND GO 1.1 MILES, TURN RIGHT AND GO 1.4 MILES, TURN LEFT AND
 CO1279'GO 0.6 MILE, TURN RIGHT ON ROAD LEADING TO THE CARAWAY HOUSE AND
 CO1279'GO 0.5 MILE TO THE HOUSE AND STATION.
 CO1279'
 CO1279'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CO1279'SET IN CONCRETE.
 CO1279'
 CO1279'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 16 METERS NORTH
 CO1279'OF THE HOUSE.
 CO1279'
 CO1279'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.
 CO1279'
 CO1279'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CO1279
 CO1279                          STATION RECOVERY (1935)
 CO1279
 CO1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1279'ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 4
 CO1279'MILES SOUTHEAST OF HICKORY, IN SEC. 16, T. 5 N., R. 15 E., CHOCTAW
 CO1279'MERIDIAN, ON THE PROPERTY OF J.D. CARAWAY, ABOUT 80 YARDS
 CO1279'NORTH-NORTHWEST OF THE CARAWAY HOME, ON GROUND A LITTLE LOWER THAN
 CO1279'THE HIGHEST POINT OF THE RIDGE, 37 FEET NORTH OF THE NORTHEAST CORNER
 CO1279'OF THE BARN AND 58 FEET NORTHWEST OF A 36-INCH OAK.
 CO1279'
 CO1279'TO REACH FROM THE RAILROAD STATION IN HICKORY, GO SOUTH FOR 0.05
 CO1279'MILE TO A T-STREET LEFT, TURN LEFT AND FOLLOW MAIN ROAD (OLD U.S.
 CO1279'HIGHWAY 80) FOR 0.85 MILE TO FORKS, TAKE RIGHT FORK STRAIGHT AHEAD
 CO1279'AND PROCEED 1.1 MILES TO A T-ROAD LEFT, TURN LEFT AND CONTINUE
 CO1279'2.35 MILES TO FORKS AT TOP OF GRADE, TAKE LEFT FORK AND FOLLOW
 CO1279'1.1 MILES TO THE CARAWAY HOME AND STATION SITE.
 CO1279'
 CO1279'THE DISTANCES OF THE REFERENCE MARKS WERE FOUND TO BE SLIGHTLY IN
 CO1279'ERROR.  AN ADDITIONAL REFERENCE MARK, AZIMUTH, WAS
 CO1279'ESTABLISHED.
 CO1279'
 CO1279'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 CO1279'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1279
 CO1279                          STATION RECOVERY (1935)
 CO1279
 CO1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CO1279'RECOVERED IN GOOD CONDITION.
 CO1279
 CO1279                          STATION RECOVERY (1943)
 CO1279
 CO1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 CO1279'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CO1279'GOOD CONDITION.  DESCRIPTION FOR REACHING STATION IS ADEQUATE,
 CO1279'HOWEVER IN RAINY WEATHER THE ROADS ARE TOUGH.
 CO1279
 CO1279                          STATION RECOVERY (1956)
 CO1279
 CO1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1279'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CO1279'AZIMUTH MARK ESTABLISHED IN 1935 WAS NOT VISIBLE BECAUSE OF A
 CO1279'HEAVY GROWTH OF TIMBER AND WAS DESTROYED.  A NEW AZIMUTH MARK WAS
 CO1279'SET.  THE STATION MARK IS STAMPED CARAWAY 1930 1935 ALTHOUGH NO
 CO1279'REFERENCE COULD BE FOUND TO IT BEING REMARKED IN 1935.  THE
 CO1279'DISTANCES TO THE REFERENCE MARKS AGREED EXACTLY WITH THE 1935
 CO1279'MEASUREMENTS.  THE DIRECTION TO R.M. 1 CHECKED.  THE DIRECTION
 CO1279'TO R.M. 2 FAILED TO CHECK BY 25 MINUTES.  THE 1956 DIRECTION WAS
 CO1279'DOUBLE CHECKED.  IT WAS FOUND THAT THE DIRECTION TO R.M. 2
 CO1279'FAILED TO CHECK BY 25 MINUTES.  THE 1956 DIRECTION WAS DOUBLE
 CO1279'CHECKED.  IT WAS FOUND THAT THE DIRECTION TO R.M. 2 ON THE 1930
 CO1279'LIST OF DIRECTIONS WAS MARKED APPROXIMATE.
 CO1279'
 CO1279'A COMPLETE NEW DESCRIPTION FOLLOWS-
 CO1279'
 CO1279'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HICKORY IN SECTION
 CO1279'16, T5N, RANGE 15E, CHOCTAW MERIDIAN, ON PROPERTY OF MR.
 CO1279'DAVID CARAWAY.  THE STATION IS ABOUT 80 YARDS NORTH-NORTHWEST OF
 CO1279'THE CARAWAY HOME (ABANDONED), 37 FEET NORTH OF THE NORTHEAST
 CO1279'CORNER OF A BARN, IN AN OLD ROADWAY LEADING TO THE BARN, 48 FEET
 CO1279'WEST OF A PROMINENT 48 INCH CEDAR TREE AND 6 FEET SOUTHEAST OF A
 CO1279'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 CO1279'
 CO1279'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HICKORY, GO SOUTH
 CO1279'ON STATE HIGHWAY 503 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CO1279'AND GO EAST AND SOUTHEAST ON PAVED ROAD FOR 4.1 MILES TO A SIDE
 CO1279'ROAD LEFT (THIS IS 0.1 MILE BEFORE REACHING THE END OF PAVEMENT).
 CO1279'TURN LEFT AND GO EAST AND SOUTH ON GRAVEL ROAD FOR 1.5 MILES*.
 CO1279'CONTINUE SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO AN OLD HOUSE ON THE
 CO1279'RIGHT AT TOP OF HILL.  TURN SHARP RIGHT ON DIRT LANE JUST AFTER
 CO1279'PASSING THE HOUSE AND GO NORTHWEST ON LANE FOR 0.05 MILE TO THE
 CO1279'STATION AS DESCRIBED.
 CO1279'
 CO1279'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTWARD THROUGH
 CO1279'FIELD ALONG THE SOUTH SIDE OF WOODS FOR 150 FEET TO THE MARK, AS
 CO1279'DESCRIBED.
 CO1279'
 CO1279'REFERENCE MARK 1 IS 52 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CO1279'HOUSE AND 15 FEET WEST OF THE CENTER OF THE DIRT LANE.  THE MARK
 CO1279'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CARAWAY NO 1 1930.
 CO1279'
 CO1279'REFERENCE MARK 2 IS NEAR THE HIGHEST POINT OF AN OPEN FIELD,
 CO1279'31 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.  THE MARK IS
 CO1279'FLUSH AND THE DISK IS STAMPED CARAWAY NO. 2 1930.
 CO1279'
 CO1279'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, IN THE
 CO1279'SOUTH EDGE OF A PINE WOODS, ABOUT 200 FEET NORTH OF AN ABANDONED
 CO1279'HOUSE, 150 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 CO1279'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 CO1279'AND THE DISK IS STAMPED CARAWAY 1930 RESET 1955.
 CO1279'
 CO1279'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 CO1279'
 CO1279'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CO1279
 CO1279                          STATION RECOVERY (1964)
 CO1279
 CO1279'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1279'THE STATION WAS VISITED FEBRUARY 1964 AND ALL MARKS WERE FOUND IN
 CO1279'GOOD CONDITION.
 CO1279'
 CO1279'THE 1956 RECOVERY BY W.N. MARTIN IS ADEQUATE.
 CO1279'
 CO1279'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION, AND 1.0
 CO1279'FOOT WEST OF THE AZIMUTH.
 CO1279
 CO1279                          STATION RECOVERY (1981)
 CO1279
 CO1279'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1279'RECOVERED IN GOOD CONDITION.
 CO1279
 CO1279                          STATION RECOVERY (1989)
 CO1279
 CO1279'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1279'MARK IS LOCATED 6.92 KM (4.30 MI) SOUTHEAST OF HICKORY, 7.25 KM
 CO1279'(4.50 MI) SOUTHWEST OF CHUNKY IN SECTION 16, T5N, R13E.  TO REACH FROM
 CO1279'THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 503 OPPOSITE THE
 CO1279'HIGH SCHOOL IN HICKORY, GO SOUTH ON STATE HIGHWAY 503 FOR 0.48 KM
 CO1279'(0.30 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON A PAVED ROAD
 CO1279'FOR 1.93 KM (1.20 MI) TO ANOTHER FORK, TAKE THE LEFT FORK AND CONTINUE
 CO1279'EAST ON A PAVED ROAD FOR 2.01 KM (1.25 MI) TO A SIDE ROAD LEFT, TURN
 CO1279'LEFT AND GO EAST AND SOUTH ON A GRAVEL ROAD FOR 1.85 KM (1.15 MI) TO
 CO1279'THE MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT.  MARK IS
 CO1279'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 CO1279'THE GROUND.  IT IS 91.44 M (300.0 FT) NORTH OF THE CENTER OF A WOODS
 CO1279'ROAD, 78.64 M (258.0 FT) WEST SOUTHWEST OF THE CENTER OF A GRAVEL
 CO1279'ROAD, 30.48 M (100.0 FT) EAST OF THE CENTER OF A WOODS ROAD, 25.6 M
 CO1279'(84.0 FT) WEST OF A 12 INCH OAK AND 0.3 M (1.0 FT) NORTHWEST OF A
 CO1279'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2992 ***********************************************************************
 BH2992  CBN         -  This is a Cooperative Base Network Control Station.
 BH2992  DESIGNATION -  CAREY
 BH2992  PID         -  BH2992
 BH2992  STATE/COUNTY-  MS/PEARL RIVER
 BH2992  USGS QUAD   -  PICAYUNE (1985)
 BH2992
 BH2992                         *CURRENT SURVEY CONTROL
 BH2992  ___________________________________________________________________
 BH2992* NAD 83(2007)-  30 31 31.96687(N)    089 42 10.62818(W)     ADJUSTED  
 BH2992* NAVD 88     -        17.651  (meters)      57.91   (feet)  ADJUSTED  
 BH2992  ___________________________________________________________________
 BH2992  EPOCH DATE  -        2002.00
 BH2992  X           -      28,508.637 (meters)                     COMP
 BH2992  Y           -  -5,498,813.065 (meters)                     COMP
 BH2992  Z           -   3,220,689.452 (meters)                     COMP
 BH2992  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BH2992  ELLIP HEIGHT-          -9.826 (meters)          (02/10/07) ADJUSTED
 BH2992  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BH2992  DYNAMIC HT  -          17.628 (meters)      57.83  (feet)  COMP
 BH2992
 BH2992  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH2992  Type    PID    Designation                      North   East  Ellip
 BH2992  -------------------------------------------------------------------
 BH2992  NETWORK BH2992 CAREY                             0.31   0.27   0.88
 BH2992  -------------------------------------------------------------------
 BH2992  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BH2992
 BH2992  VERT ORDER  -  FIRST     CLASS II
 BH2992
 BH2992.This mark is at New Picayune-Pearl River Airport (PCU)
 BH2992
 BH2992.The horizontal coordinates were established by GPS observations
 BH2992.and adjusted by the National Geodetic Survey in February 2007.
 BH2992
 BH2992.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH2992.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH2992.The horizontal coordinates are valid at the epoch date displayed above.
 BH2992.The epoch date for horizontal control is a decimal equivalence
 BH2992.of Year/Month/Day.
 BH2992
 BH2992.The orthometric height was determined by differential leveling
 BH2992.and adjusted in February 1994.
 BH2992
 BH2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2992
 BH2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2992
 BH2992.The ellipsoidal height was determined by GPS observations
 BH2992.and is referenced to NAD 83.
 BH2992
 BH2992.The geoid height was determined by GEOID03.
 BH2992
 BH2992.The dynamic height is computed by dividing the NAVD 88
 BH2992.geopotential number by the normal gravity value computed on the
 BH2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2992.degrees latitude (g = 980.6199 gals.).
 BH2992
 BH2992.The modeled gravity was interpolated from observed gravity values.
 BH2992
 BH2992;                    North         East     Units Scale Factor Converg.
 BH2992;SPC MS E     -   114,000.579   216,541.950   MT  1.00003589   -0 26 30.2
 BH2992;SPC MS E     -   374,016.90    710,438.05   sFT  1.00003589   -0 26 30.2
 BH2992;SPC LA S     -   225,636.439 1,156,463.557   MT  0.99996754   +0 48 54.8
 BH2992;SPC LA S     -   740,275.55  3,794,164.19   sFT  0.99996754   +0 48 54.8
 BH2992;UTM  16      - 3,380,131.200   240,644.177   MT  1.00042989   -1 22 25.2
 BH2992
 BH2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2992!SPC MS E     -   1.00000154  x   1.00003589  =   1.00003743
 BH2992!SPC LA S     -   1.00000154  x   0.99996754  =   0.99996908
 BH2992!UTM  16      -   1.00000154  x   1.00042989  =   1.00043143
 BH2992
 BH2992:                Primary Azimuth Mark                     Grid Az
 BH2992:SPC MS E     -  CAREY AZ MK                              229 03 04.3
 BH2992:SPC LA S     -  CAREY AZ MK                              227 47 39.3
 BH2992:UTM  16      -  CAREY AZ MK                              229 58 59.3
 BH2992
 BH2992|---------------------------------------------------------------------|
 BH2992| PID    Reference Object                     Distance      Geod. Az  |
 BH2992|                                                           dddmmss.s |
 BH2992| BH2995 CAREY AZ MK                         APPROX. 0.7 KM 2283634.1 |
 BH2992|---------------------------------------------------------------------|
 BH2992
 BH2992                          SUPERSEDED SURVEY CONTROL
 BH2992
 BH2992  ELLIP H (03/26/02)   -9.814  (m)                       GP(       ) 4 2
 BH2992  ELLIP H (08/18/00)   -9.826  (m)                       GP(       ) 4 1
 BH2992  NAD 83(1993)-  30 31 31.96667(N)    089 42 10.62796(W) AD(       ) B
 BH2992  ELLIP H (01/12/94)   -9.774  (m)                       GP(       ) 4 1
 BH2992  NAD 83(1993)-  30 31 31.96672(N)    089 42 10.62829(W) AD(       ) 3
 BH2992  ELLIP H (01/21/93)   -9.882  (m)                       GP(       ) 4 2
 BH2992  NAD 83(1986)-  30 31 31.98161(N)    089 42 10.61772(W) AD(       ) 3
 BH2992  NAD 27      -  30 31 31.28983(N)    089 42 10.38096(W) AD(       ) 3
 BH2992  NAVD 88 (04/15/08)   17.65   (m)           57.9    (f) LEVELING    3  
 BH2992  NAVD 88 (04/06/99)   17.65   (m)           57.9    (f) LEVELING    3  
 BH2992  NGVD 29 (09/20/88)   18.0    (m)           59.     (f) GPS OBS     3  
 BH2992
 BH2992.Superseded values are not recommended for survey control.
 BH2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2992.See file dsdata.txt to determine how the superseded data were derived.
 BH2992
 BH2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4064480131(NAD 83)
 BH2992_MARKER: DH = HORIZONTAL CONTROL DISK
 BH2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2992_SP_SET: CONCRETE POST
 BH2992_STAMPING: CAREY 1986
 BH2992_MARK LOGO: NGS   
 BH2992_PROJECTION: FLUSH
 BH2992_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2992+STABILITY: SURFACE MOTION
 BH2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2992+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 BH2992
 BH2992  HISTORY     - Date     Condition        Report By
 BH2992  HISTORY     - 1986     MONUMENTED       NGS
 BH2992  HISTORY     - 1986     GOOD             NGS
 BH2992  HISTORY     - 19880303 GOOD
 BH2992  HISTORY     - 19921113 GOOD             MSHD
 BH2992  HISTORY     - 19930312 GOOD             NGS
 BH2992  HISTORY     - 19980213 GOOD             NGS
 BH2992  HISTORY     - 20000216 GOOD             NASA
 BH2992  HISTORY     - 20001111 GOOD             MSHD
 BH2992  HISTORY     - 20070202 GOOD             NGS
 BH2992  HISTORY     - 20070206 GOOD             NGS
 BH2992
 BH2992                          STATION DESCRIPTION
 BH2992
 BH2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 BH2992'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF PICAYUNE, AT THE
 BH2992'PICAYUNE-PEARL RIVER COUNTY AIRPORT.
 BH2992'OWNERSHIP--PICAYUNE CITY-PEARL RIVER COUNTY AIRPORT, C/O AIRPORT
 BH2992'MANAGER FRANK FORD, RT 2 BOX 96, PICAYUNE MS 39466.
 BH2992'PHONE (601) 799-2327.
 BH2992'
 BH2992'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO
 BH2992'WEST FOR 2.0 KM (1.25 MI) ON GOODYEAR BOULEVARD TO THE JUNCTION OF
 BH2992'BEECH STREET.
 BH2992'TURN LEFT AND GO SOUTH FOR 0.9 KM (0.55 MI) ON BEECH STREET TO THE
 BH2992'JUNCTION OF PALESTINE ROAD.
 BH2992'TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON PALESTINE ROAD TO
 BH2992'AIRPORT ROAD ON THE LEFT.
 BH2992'TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON AIRPORT ROAD TO A
 BH2992'GATE AT AIRPORT ENTRANCE ON THE LEFT, JUST AFTER PASSING THE
 BH2992'TERMINAL BUILDING.  TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI)
 BH2992'PASSING THROUGH GATE AND CROSSING THE AIRPLANE PARKING PAD TO THE
 BH2992'STATION ON THE LEFT, AT THE NORTHEAST CORNER OF THE PAD.
 BH2992'
 BH2992'THE STATION IS A STANDARD NGS DISK
 BH2992'STAMPED---CAREY 1986---,
 BH2992'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH2992'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 BH2992'91.4 METERS (300 FT) SOUTH FROM THE AIRPORT BEACON,
 BH2992'64.9 METERS (213.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 BH2992'TERMINAL BUILDING,
 BH2992'17.8 METERS (58.5 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 BH2992'PARKING PAD,
 BH2992'23.2 METERS (76.0 FT) NORTHEAST FROM THE EDGE OF TAXIWAY LEADING
 BH2992'FROM PAD TO RUNWAY,
 BH2992'20.5 METERS (67.2 FT) EAST FROM THE NORTH ONE OF TWO BLUE TAXIWAY
 BH2992'LIGHTS,
 BH2992'4.6 METERS (15.0 FT) NORTHWEST FROM THE EDGE OF A DITCH.
 BH2992'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH2992'STAMPED---CAREY 1986---,
 BH2992'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BH2992'
 BH2992'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 BH2992
 BH2992                          STATION RECOVERY (1986)
 BH2992
 BH2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH2992'RECOVERED IN GOOD CONDITION.
 BH2992
 BH2992                          STATION RECOVERY (1988)
 BH2992
 BH2992'RECOVERED 1988
 BH2992'RECOVERED IN GOOD CONDITION.
 BH2992
 BH2992                          STATION RECOVERY (1992)
 BH2992
 BH2992'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH2992'STATION IS LOCATED IN THE SOUTHWEST EDGE OF PICAYUNE, ON THE PICAYUNE
 BH2992'-PEARL RIVER COUNTY AIRPORT. C/O AIRPORT MANAGER BOB KOTTEMANN, PHONE
 BH2992'601 799-2327.
 BH2992'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO WEST ON
 BH2992'GOODYEAR BOULEVARD FOR 1.25 MI (2.01 KM) TO THE JUNCTION OF BEACH
 BH2992'STREET, TURN LEFT AND GO SOUTH ON BEECH STREET FOR O.55 MI TO
 BH2992'JUNCTION OF PALESTINE ROAD, TURN RIGHT AND GO WEST ON PALESTINE ROAD
 BH2992'FOR 0.2 MI (0.3 KM) TO AIRPORT ROAD ON THE LEFT, TURN LEFT AND GO
 BH2992'SOUTHWEST ON AIRPORT ROAD FOR 0.2 MI (0.3 KM) TO GATE AND AIRPORT
 BH2992'ENTRANCE ON THE LEFT, TURN LEFT PASSING THROUGH GATE AND CROSSING
 BH2992'PARKING RAMP FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT AT
 BH2992'NORTHEAST CORNER OF RAMP.
 BH2992'STATION MARK IS A STANDARD NGS DISK, STAMPED---CAREY 1986---SET IN TOP
 BH2992'OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS 300 FT
 BH2992'(91.4 M) SOUTH OF THE AIRPORT BEACON, 213.0 FT (64.9 M) SOUTHEAST OF
 BH2992'THE SOUTHWEST CORNER OF THE TERMINAL BUILDING, 58.5 FT (17.8 M)
 BH2992'SOUTHEAST OF THE NORTHEAST CORNER OF PARKING RAMP, 76.0 FT (23.2 M)
 BH2992'NORTHEAST OF EDGE OF TAXIWAY LEADING FROM RAMP TO RUNWAY, 67.2 FT
 BH2992'(20.5 M) EAST OF THE NORTH ONE OF TWO BLUE TAXIWAY LIGHTS AND 15.0 FT
 BH2992'(4.6 M) NORTHWEST OF THE EDGE OF A DITCH.
 BH2992
 BH2992                          STATION RECOVERY (1993)
 BH2992
 BH2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH2992'2.0 KM (1.25 MI) NORTHWESTERLY ALONG GOODYEAR BOULEVARD FROM THE POST
 BH2992'OFFICE IN PICAYUNE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG BEECH
 BH2992'STREET, THENCE 0.3 KM (0.20 MI) NORTHWESTERLY ALONG PALESTINE ROAD,
 BH2992'THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG AIRPORT ROAD, 85.4 M
 BH2992'(280.2 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 65.0 M
 BH2992'(213.3 FT) SOUTHEAST OF THE SOUTH CORNER OF THE PICAYUNE MUNICIPAL
 BH2992'AIRPORT TERMINAL, 33.1 M (108.6 FT) NORTHWEST OF THE NORTHWEST EDGE
 BH2992'OF A RUNWAY, 23.2 M (76.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 BH2992'RAMP, 5.7 M (18.7 FT) NORTHWEST OF THE CENTER OF A DITCH, 0.2 M (0.7
 BH2992'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 BH2992'GROUND SURFACE.
 BH2992
 BH2992                          STATION RECOVERY (1998)
 BH2992
 BH2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BH2992'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF PICAYUNE, AT THE
 BH2992'PICAYUNE-PEARL RIVER COUNTY AIRPORT, IN A GRASS MEDIAN EAST-NORTHEAST
 BH2992'OF THE MAIN TAXI/RAMP, JUST NORTH-NORTHWEST OF A DRAINAGE DITCH AND IN
 BH2992'LINE WITH THE NORTHEAST EDGE OF THE APRON.  OWNERSHIP--CITY OF
 BH2992'PICAYUNE, AIRPORT MANAGER BOB WILCOX, 307 AIRPORT ROAD, PICAYUNE MS
 BH2992'39466, PHONE 601-799-2327.  NOTE--CONTACT AIRPORT MANAGER UPON ARRIVAL
 BH2992'FOR ACCESS.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11
 BH2992'AND GOODYEAR BLVD NEAR THE CENTER OF PICAYUNE, GO WEST FOR 1.93 KM
 BH2992'(1.20 MI) ON GOODYEAR BOULEVARD TO THE JUNCTION OF BEECH RD. TURN
 BH2992'LEFT, SOUTH FOR 0.80 KM (0.50 MI) ON BEECH ROAD TO THE JUNCTION OF
 BH2992'PALESTINE RD.  TURN RIGHT, WEST FOR 0.3 KM (0.20 MI) ON PALESTINE ROAD
 BH2992'TO AIRPORT RD ON THE LEFT.  TURN LEFT, SOUTHWEST FOR 0.3 KM (0.20 MI)
 BH2992'ON AIRPORT ROAD TO THE AIRPORT TERMINAL AND A GATE ON THE LEFT.  PASS
 BH2992'THROUGH THE GATE, SOUTHEAST FOR 0.08 KM (0.05 MI) CROSSING THE APRON
 BH2992'AND ALONG THE TAXI/RAMP TO THE STATION ON THE LEFT.  STATION IS 47.7 M
 BH2992'(156.5 FT) NORTHWEST OF THE CENTER OF RUNWAY, 31.0 M (101.7 FT)
 BH2992'NORTHEAST OF THE CENTER OF TAXI/RAMP, 17.5 M (57.4 FT) SOUTHEAST OF
 BH2992'THE EAST CORNER OF THE SOUTHERNMOST PART OF THE APRON/TIEDOWN AREA,
 BH2992'5.7 M (18.7 FT) NORTHWEST OF THE CENTER OF DRAINAGE DITCH, 0.2 M (0.7
 BH2992'FT) NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TIEDOWN AREA AND
 BH2992'FLUSH WITH GROUND.
 BH2992
 BH2992                          STATION RECOVERY (2000)
 BH2992
 BH2992'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (RBS)
 BH2992'RECOVERED IN GOOD CONDITION.
 BH2992
 BH2992                          STATION RECOVERY (2000)
 BH2992
 BH2992'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BH2992'RECOVERED AS DESCRIBED.
 BH2992
 BH2992                          STATION RECOVERY (2007)
 BH2992
 BH2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (RGB)
 BH2992'RECOVERED AS DESCRIBED.  NOTE--THE AIRPORT HAS CLOSED.
 BH2992
 BH2992                          STATION RECOVERY (2007)
 BH2992
 BH2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (RGB)
 BH2992'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2995 ***********************************************************************
 BH2995  DESIGNATION -  CAREY AZ MK
 BH2995  PID         -  BH2995
 BH2995  STATE/COUNTY-  MS/PEARL RIVER
 BH2995  USGS QUAD   -  PICAYUNE (1985)
 BH2995
 BH2995                         *CURRENT SURVEY CONTROL
 BH2995  ___________________________________________________________________
 BH2995* NAD 83(1993)-  30 31 17.38861(N)    089 42 29.73027(W)     ADJUSTED  
 BH2995* NAVD 88     -        17.710  (meters)      58.10   (feet)  ADJUSTED  
 BH2995  ___________________________________________________________________
 BH2995  X           -      28,000.555 (meters)                     COMP
 BH2995  Y           -  -5,499,043.778 (meters)                     COMP
 BH2995  Z           -   3,220,302.784 (meters)                     COMP
 BH2995  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BH2995  ELLIP HEIGHT-          -9.722 (meters)          (05/13/94) ADJUSTED
 BH2995  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BH2995  DYNAMIC HT  -          17.687 (meters)      58.03  (feet)  COMP
 BH2995  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BH2995
 BH2995  HORZ ORDER  -  THIRD
 BH2995  VERT ORDER  -  FIRST     CLASS II
 BH2995  ELLP ORDER  -  FOURTH    CLASS I
 BH2995
 BH2995.This mark is at New Picayune-Pearl River Airport (PCU)
 BH2995
 BH2995.The horizontal coordinates were established by GPS observations
 BH2995.and adjusted by the National Geodetic Survey in May 1994.
 BH2995
 BH2995.The orthometric height was determined by differential leveling
 BH2995.and adjusted in February 1994.
 BH2995
 BH2995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2995
 BH2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2995
 BH2995.The ellipsoidal height was determined by GPS observations
 BH2995.and is referenced to NAD 83.
 BH2995
 BH2995.The geoid height was determined by GEOID03.
 BH2995
 BH2995.The dynamic height is computed by dividing the NAVD 88
 BH2995.geopotential number by the normal gravity value computed on the
 BH2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2995.degrees latitude (g = 980.6199 gals.).
 BH2995
 BH2995.The modeled gravity was interpolated from observed gravity values.
 BH2995
 BH2995;                    North         East     Units Scale Factor Converg.
 BH2995;SPC MS E     -   113,555.579   216,029.214   MT  1.00003695   -0 26 39.7
 BH2995;SPC MS E     -   372,556.93    708,755.85   sFT  1.00003695   -0 26 39.7
 BH2995;SPC LA S     -   225,180.331 1,155,960.741   MT  0.99996690   +0 48 45.2
 BH2995;SPC LA S     -   738,779.14  3,792,514.53   sFT  0.99996690   +0 48 45.2
 BH2995;UTM  16      - 3,379,694.425   240,124.066   MT  1.00043323   -1 22 34.3
 BH2995
 BH2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2995!SPC MS E     -   1.00000153  x   1.00003695  =   1.00003848
 BH2995!SPC LA S     -   1.00000153  x   0.99996690  =   0.99996843
 BH2995!UTM  16      -   1.00000153  x   1.00043323  =   1.00043476
 BH2995
 BH2995:                Primary Azimuth Mark                     Grid Az
 BH2995:SPC MS E     -  CAREY                                    049 03 04.1
 BH2995:SPC LA S     -  CAREY                                    047 47 39.2
 BH2995:UTM  16      -  CAREY                                    049 58 58.7
 BH2995
 BH2995|---------------------------------------------------------------------|
 BH2995| PID    Reference Object                     Distance      Geod. Az  |
 BH2995|                                                           dddmmss.s |
 BH2995| BH2992 CAREY                               APPROX. 0.7 KM 0483624.4 |
 BH2995|---------------------------------------------------------------------|
 BH2995
 BH2995                          SUPERSEDED SURVEY CONTROL
 BH2995
 BH2995  NAD 83(1993)-  30 31 17.38872(N)    089 42 29.73029(W) AD(       ) 3
 BH2995  ELLIP H (01/21/93)   -9.789  (m)                       GP(       ) 4 2
 BH2995  NAD 83(1986)-  30 31 17.40433(N)    089 42 29.72233(W) AD(       ) 3
 BH2995  NAD 27      -  30 31 16.71212(N)    089 42 29.48492(W) AD(       ) 3
 BH2995  NGVD 29 (09/20/88)   18.0    (m)           59.     (f) GPS OBS     3  
 BH2995
 BH2995.Superseded values are not recommended for survey control.
 BH2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2995.See file dsdata.txt to determine how the superseded data were derived.
 BH2995
 BH2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4012479694(NAD 83)
 BH2995_MARKER: DZ = AZIMUTH MARK DISK
 BH2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2995_SP_SET: CONCRETE POST
 BH2995_STAMPING: CAREY 1986
 BH2995_MARK LOGO: NGS   
 BH2995_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2995+STABILITY: SURFACE MOTION
 BH2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2995+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH2995
 BH2995  HISTORY     - Date     Condition        Report By
 BH2995  HISTORY     - 1986     MONUMENTED       NGS
 BH2995  HISTORY     - 1986     GOOD             NGS
 BH2995  HISTORY     - 19880303 GOOD
 BH2995  HISTORY     - 19930312 GOOD             NGS
 BH2995
 BH2995                          STATION DESCRIPTION
 BH2995
 BH2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 BH2995'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF PICAYUNE, AT THE
 BH2995'PICAYUNE-PEARL RIVER COUNTY AIRPORT, ALONG THE SOUTHEASTERN
 BH2995'PERIMETER FENCE DIRECTLY ACROSS CENTRAL AVENUE FROM ITS JUNCTION
 BH2995'WITH UNION ROAD.
 BH2995'OWNERSHIP--PICAYUNE CITY-PEARL RIVER COUNTY, C/O AIRPORT MANAGER
 BH2995'FRANK FORD, RT 2 BOX 96, PICAYUNE MS 39466.  PHONE (601) 799-2327.
 BH2995'
 BH2995'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO
 BH2995'WEST FOR 2.0 KM (1.25 MI) ON GOODYEAR BOULEVARD TO THE JUNCTION OF
 BH2995'BEECH STREET.
 BH2995'TURN LEFT AND GO SOUTH FOR 0.9 KM (0.55 MI) ON BEECH STREET TO THE
 BH2995'JUNCTION OF PALESTINE ROAD.
 BH2995'TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON PALESTINE ROAD TO
 BH2995'AIRPORT ROAD ON THE LEFT.
 BH2995'TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON AIRPORT ROAD TO A
 BH2995'GATE AT THE AIRPORT ENTRANCE ON THE LEFT, JUST AFTER PASSING THE
 BH2995'TERMINAL BUILDING.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI)
 BH2995'PASSING THROUGH THE GATE AND CROSSING THE AIRPLANE PARKING PAD AND
 BH2995'RAMP TO THE RUNWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.6 KM (0.4
 BH2995'MI) ON THE RUNWAY TO THE STATION ON THE LEFT, ON THE SOUTHEAST SIDE
 BH2995'OF THE RUNWAY.
 BH2995'
 BH2995'THE STATION IS A STANDARD NGS DISK
 BH2995'STAMPED---CAREY 1986---,
 BH2995'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH2995'30 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 BH2995'20.3 METERS (66.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 BH2995'RUNWAY,
 BH2995'18.7 METERS (61.5 FT) EAST FROM THE SEVENTH RUNWAY LIGHT FROM THE
 BH2995'NORTHEAST END OF THE RUNWAY,
 BH2995'14.3 METERS (47.0 FT) NORTHWEST FROM THE CENTER OF CENTRAL AVENUE,
 BH2995'5.6 METERS (18.5 FT) WEST FROM A METAL TELEPHONE CABLE BOX,
 BH2995'5.6 METERS (18.5 FT) NORTHWEST FROM A CYCLONE FENCE, AND
 BH2995'5.1 METERS (16.6 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 BH2995'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BH2995'STAMPED---CAREY 1986---,
 BH2995'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BH2995'
 BH2995'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 BH2995
 BH2995                          STATION RECOVERY (1986)
 BH2995
 BH2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH2995'RECOVERED IN GOOD CONDITION.
 BH2995
 BH2995                          STATION RECOVERY (1988)
 BH2995
 BH2995'RECOVERED 1988
 BH2995'RECOVERED IN GOOD CONDITION.
 BH2995
 BH2995                          STATION RECOVERY (1993)
 BH2995
 BH2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH2995'2.0 KM (1.25 MI) NORTHWESTERLY ALONG GOODYEAR BOULEVARD FROM THE POST
 BH2995'OFFICE IN PICAYUNE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG BEECH
 BH2995'STREET, THENCE 0.3 KM (0.20 MI) NORTHWESTERLY ALONG PALESTINE ROAD,
 BH2995'THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG AIRPORT ROAD LEADING TO
 BH2995'THE PICAYUNE MUNICIPAL AIRPORT, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY
 BH2995'ALONG A PARKING AREA AND RAMP, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY
 BH2995'ALONG A RUNWAY, ON THE EXTENDED CENTER OF CENTRAL AVENUE, 20.4 M
 BH2995'(66.9 FT) SOUTHEAST OF AND LEVEL WITH THE SOUTHEAST EDGE OF THE
 BH2995'RUNWAY, 18.8 M (61.7 FT) EAST-SOUTHEAST OF THE 7TH LIGHT NORTHEAST OF
 BH2995'THE THRESHOLD LIGHTS, 5.5 M (18.0 FT) NORTHWEST OF A CHAIN-LINK
 BH2995'FENCE, 5.2 M (17.1 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 BH2995'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0040 ***********************************************************************
 CP0040  DESIGNATION -  CARLISLE
 CP0040  PID         -  CP0040
 CP0040  STATE/COUNTY-  MS/ISSAQUENA
 CP0040  USGS QUAD   -  WHITING BAYOU (1994)
 CP0040
 CP0040                         *CURRENT SURVEY CONTROL
 CP0040  ___________________________________________________________________
 CP0040* NAD 83(1993)-  32 49 50.27089(N)    091 06 21.67111(W)     ADJUSTED  
 CP0040* NAVD 88     -        40.426  (meters)     132.63   (feet)  ADJUSTED  
 CP0040  ___________________________________________________________________
 CP0040  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CP0040  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0040  DYNAMIC HT  -          40.382 (meters)     132.49  (feet)  COMP
 CP0040  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CP0040
 CP0040  HORZ ORDER  -  SECOND
 CP0040  VERT ORDER  -  SECOND    CLASS 0
 CP0040
 CP0040.The horizontal coordinates were established by classical geodetic methods
 CP0040.and adjusted by the National Geodetic Survey in May 1994.
 CP0040
 CP0040.The orthometric height was determined by differential leveling
 CP0040.and adjusted in June 1991.
 CP0040
 CP0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0040
 CP0040.The geoid height was determined by GEOID03.
 CP0040
 CP0040.The dynamic height is computed by dividing the NAVD 88
 CP0040.geopotential number by the normal gravity value computed on the
 CP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0040.degrees latitude (g = 980.6199 gals.).
 CP0040
 CP0040.The modeled gravity was interpolated from observed gravity values.
 CP0040
 CP0040;                    North         East     Units Scale Factor Converg.
 CP0040;SPC MS W     -   369,521.244   627,655.026   MT  1.00001451   -0 25 08.2
 CP0040;SPC MS W     - 1,212,337.61  2,059,231.53   sFT  1.00001451   -0 25 08.2
 CP0040;SPC LA N     -   259,260.375 1,130,522.083   MT  1.00004150   +0 44 13.2
 CP0040;SPC LA N     -   850,590.08  3,709,054.53   sFT  1.00004150   +0 44 13.2
 CP0040;UTM  15      - 3,634,099.828   677,278.423   MT  0.99998753   +1 01 37.6
 CP0040
 CP0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0040!SPC MS W     -   0.99999780  x   1.00001451  =   1.00001231
 CP0040!SPC LA N     -   0.99999780  x   1.00004150  =   1.00003930
 CP0040!UTM  15      -   0.99999780  x   0.99998753  =   0.99998533
 CP0040
 CP0040|---------------------------------------------------------------------|
 CP0040| PID    Reference Object                     Distance      Geod. Az  |
 CP0040|                                                           dddmmss.s |
 CP0040| CP0039 CARLISLE RM 1                        25.544 METERS 03429     |
 CP0040| CP0036 CARLISLE AZ MK                                     1210914.5 |
 CP0040| CY3979 CARLISLE RM 2                        47.781 METERS 13842     |
 CP0040| CP2826 7030 MSLD 1958                       90.758 METERS 21923     |
 CP0040|---------------------------------------------------------------------|
 CP0040
 CP0040                          SUPERSEDED SURVEY CONTROL
 CP0040
 CP0040  NAD 83(1993)-  32 49 50.27947(N)    091 06 21.66653(W) AD(       ) 2
 CP0040  NAD 83(1986)-  32 49 50.28330(N)    091 06 21.66461(W) AD(       ) 2
 CP0040  NAD 27      -  32 49 49.81870(N)    091 06 21.27680(W) AD(       ) 2
 CP0040  NGVD 29 (??/??/92)   40.480  (m)          132.81   (f) ADJ UNCH    2 0
 CP0040
 CP0040.Superseded values are not recommended for survey control.
 CP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0040.See file dsdata.txt to determine how the superseded data were derived.
 CP0040
 CP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7727834100(NAD 83)
 CP0040_MARKER: DR = REFERENCE MARK DISK
 CP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0040_SP_SET: CONCRETE POST
 CP0040_STAMPING: CARLISLE 1958
 CP0040_PROJECTION: FLUSH
 CP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0040+STABILITY: SURFACE MOTION
 CP0040
 CP0040  HISTORY     - Date     Condition        Report By
 CP0040  HISTORY     - 1958     MONUMENTED       CGS
 CP0040  HISTORY     - 1977     GOOD             MSHD
 CP0040  HISTORY     - 1978     GOOD             MSHD
 CP0040
 CP0040                          STATION DESCRIPTION
 CP0040
 CP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP0040'THE STATION IS ON THE MISSISSIPPI RIVER LEVEE, ABOUT 6 MILES
 CP0040'SOUTHWEST OF MAYERSVILLE, 3-1/2 MILES NORTH-NORTHEAST OF
 CP0040'TALLULA, 1-1/4 MILES NORTHWEST OF STATE HIGHWAY 1 AND 3/4
 CP0040'MILE SOUTHEAST OF THE EAST BANK OF THE MISSISSIPPI RIVER.
 CP0040'
 CP0040'TO REACH THE STATION FROM THE Y-JUNCTION AT THE SOUTHEAST
 CP0040'EDGE OF MAYERSVILLE, GO SOUTH ON STATE HIGHWAY 1 FOR 6.3
 CP0040'MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT, TURN
 CP0040'SHARP RIGHT AND GO NORTHERLY AND WEST FOR 1.5 MILES TO THE
 CP0040'TOP OF LEVEE AND THE STATION ON THE RIGHT.
 CP0040'
 CP0040'THE STATION MARKS ARE STANDARD DISKS, STAMPED CARLISLE 1958.
 CP0040'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP0040'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 254 FEET WEST
 CP0040'OF THE NORTHWEST CORNER OF THE SOUTHWEST ONE OF TWO HOUSES,
 CP0040'99 FEET NORTH-NORTHEAST OF THE CENTER OF DIAGONAL CROSSROADS,
 CP0040'41 FEET NORTH OF THE CENTER OF THE ROAD LEADING TO THE LEVEE
 CP0040'AND 18 FEET SOUTHEAST OF THE CENTER OF THE ROAD ON THE LEVEE.
 CP0040'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP0040'34 INCHES BELOW THE GROUND SURFACE.
 CP0040'
 CP0040'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARLISLE NO
 CP0040'1 1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP0040'FLUSH WITH THE GROUND.  IT IS 212 FEET NORTHWEST OF THE
 CP0040'NORTHWEST CORNER OF THE HOUSE AND 85 FEET NORTH OF ROAD
 CP0040'LEADING TO LEVEE.
 CP0040'
 CP0040'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARLISLE NO
 CP0040'2 1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP0040'PROJECTING 5 INCHES.  IT IS 198 FEET WEST OF THE NORTHWEST
 CP0040'CORNER OF THE HOUSE, 111 FEET SOUTHEAST OF THE CENTER OF
 CP0040'THE ROAD LEADING TO THE LEVEE, 172 FEET SOUTHEAST OF THE
 CP0040'CENTER OF THE CROSSROADS AND 90 FEET NORTH OF A
 CP0040'SOUTHEAST-NORTHWEST T-FENCE.  A WHITE WITNESS POST WAS SET 2 FEET
 CP0040'WEST OF THE MARK.
 CP0040'
 CP0040'7030 (MLD) IS A STANDARD MISSISSIPPI LEVEE DISTRICT DISK,
 CP0040'STAMPED 7030, SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE
 CP0040'POST PROJECTING 14 INCHES.  IT IS 199 FEET SOUTH-SOUTHWEST
 CP0040'OF THE CROSSROADS, 59 FEET SOUTH OF THE CENTER OF ROAD LEADING
 CP0040'TO THE LEVEE AND 24 FEET NORTHWEST OF THE CENTER OF ROAD
 CP0040'ON LEVEE.
 CP0040'
 CP0040'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARLISLE 1958,
 CP0040'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 CP0040'6 INCHES.  IT IS 74 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 CP0040'1, 46 FEET SOUTHWEST OF A POWERLINE POLE ON WEST SIDE OF
 CP0040'NORTH-SOUTH GRADED ROAD, 33 FEET WEST OF THE CENTER OF GRADED
 CP0040'ROAD, 33 FEET NORTHEAST OF A POWERLINE POLE ON NORTH SIDE
 CP0040'OF HIGHWAY 1, AND 2 FEET SOUTH OF AN EAST-WEST FENCE.  A
 CP0040'WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.
 CP0040'
 CP0040'A SECOND ORDER TRAVERSE CONNECTION WAS MADE TO 7030 (MLD).
 CP0040'
 CP0040'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP0040
 CP0040                          STATION RECOVERY (1977)
 CP0040
 CP0040'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0040'5.9 MI SW FROM MAYERSVILLE.
 CP0040'0.15 MILE EAST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE IN MAYERSVIL
 CP0040'TO THE INTERSECTION OF STATE HIGHWAY 1, THENCE 6.3 MILES SOUTH ALONG
 CP0040'STATE HIGHWAY 1 TO A BLACK TOP ROAD, THENCE 1.3 MILES NORTH AND WEST
 CP0040'ALONG THE BLACK TOP ROAD TO A FORK JUST BEYOND A GATE, THENCE 0.15 MIL
 CP0040'SOUTHWEST ALONG THE ROAD THAT IS ATOP A LEVEE TO MARK ON LEFT, 8.2 MIL
 CP0040'NORTHWEST OF FITLER, 328 FEET SOUTHWEST OF THE JUCTION OF A RAMP AND T
 CP0040'LEVEE, 297 FEET NORTH-NORTHWEST OF A CONCRETE POST PROJECTING 4 FEET,
 CP0040'277 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE AND 11 FEET SOUTHWEST OF
 CP0040'THE CENTER OF THE LEVEE.
 CP0040'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CP0040
 CP0040                          STATION RECOVERY (1978)
 CP0040
 CP0040'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP0040'THE STATION WAS VISITED 3-1-78 AND THE STATION MARK, RM NO 1 AND THE
 CP0040'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM NO 2 WAS NOT FOUND
 CP0040'BUT IS PROBABLY DESTROYED AND 7030 (MLD) WAS FOUND TO BE LEANING.
 CP0040'
 CP0040'THE STATION IS LOCATED 5.9 MILES SOUTHWEST OF MAYERSVILLE ON TOP OF
 CP0040'THE MISSISSIPPI RIVER LEVEE, 8.2 MILES NORTHWEST OF FITLER, 1.25
 CP0040'MILES NORTHWEST OF STATE HIGHWAY 1 AND 0.75 MILE SOUTHEAST OF THE
 CP0040'BANK OF THE MISSISSIPPI RIVER.  IT IS 328 FEET SOUTHWEST OF THE
 CP0040'CENTER OF THE JUNCTION OF A RAMP AND THE LEVEE, 297 FEET
 CP0040'NORTH-NORTHWEST OF A CONCRETE POST PROJECTING 4 FEET, 277 FEET
 CP0040'NORTHWEST OF A RIGHT OF WAY FENCE, 11 FEET SOUTHEAST OF THE CENTER
 CP0040'OF THE LEVEE, 1 FOOT WEST OF A METAL WITNESS POST AND IS FLUSH WITH
 CP0040'THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED
 CP0040'CARLISLE 1958.
 CP0040'
 CP0040'REFERENCE MARK NO 1 IS 83.81 FEET NORTHEAST OF THE STATION.  IT IS
 CP0040'244 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE LEVEE AND A
 CP0040'RAMP, 14 FEET SOUTHEAST OF THE CENTER OF THE LEVEE, 1 FOOT WEST
 CP0040'OF A METAL WITNESS POST AND IS FLUSH WITH THE GROUND.  IT IS A
 CP0040'REFERENCE MARK DISK, STAMPED CARLISLE NO 1 1958.
 CP0040'
 CP0040'7030 (MLD) IS 297.76 FEET SOUTHWEST OF THE STATION.  IT IS 61 FEET
 CP0040'SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING SOUTHEAST OFF THE
 CP0040'LEVEE, 25 FEET NORTHWEST OF THE CENTER OF THE LEVEE AND PROJECTS 18
 CP0040'INCHES.  IT IS A MISSISSIPPI LEVEE DISTRICT DISK SET IN THE TOP OF
 CP0040'A 6 INCH SQUARE CONCRETE POST STAMPED 7030.
 CP0040'
 CP0040'THE AZIMUTH MARK IS 1 MILE SOUTHEAST OF THE STATION.  IT IS 73.5 FEET
 CP0040'NORTH OF THE CENTER OF HIGHWAY 1, 44 FEET SOUTH OF POWER POLE NO.
 CP0040'P228, 33 FEET NORTHEAST OF A POWER POLE, 30 FEET WEST OF THE CENTER
 CP0040'OF A BLACK TOP ROAD, 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 2
 CP0040'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  IT IS AN
 CP0040'AZIMUTH MARK DISK, STAMPED CARLISLE 1958.
 CP0040'
 CP0040'TO REACH THE STATION FROM THE COURTHOUSE IN MAYERSVILLE GO EAST ON
 CP0040'STATE HIGHWAY 14 FOR 0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY
 CP0040'1.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 1 FOR 6.3 MILES TO A
 CP0040'SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 CP0040'NORTH AND WEST ON A BLACK TOP ROAD FOR 1.3 MILES TO A FORK JUST
 CP0040'BEYOND A GATE.  TAKE THE LEFT FORK ONTO THE LEVEE AND GO
 CP0040'SOUTHWEST FOR 0.15 MILE TO THE MARK ON THE LEFT.
 CP0040'
 CP0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.9 MILES
 CP0040'SOUTHWEST OF MAYERSVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2347 ***********************************************************************
 BW2347  DESIGNATION -  CARLISLE
 BW2347  PID         -  BW2347
 BW2347  STATE/COUNTY-  MS/CLAIBORNE
 BW2347  USGS QUAD   -  DENTVILLE NW (1963)
 BW2347
 BW2347                         *CURRENT SURVEY CONTROL
 BW2347  ___________________________________________________________________
 BW2347* NAD 83(1993)-  31 58 52.75664(N)    090 44 06.48608(W)     ADJUSTED  
 BW2347* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BW2347  ___________________________________________________________________
 BW2347  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BW2347  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW2347  HORZ ORDER  -  THIRD
 BW2347
 BW2347.The horizontal coordinates were established by classical geodetic methods
 BW2347.and adjusted by the National Geodetic Survey in May 1994.
 BW2347
 BW2347.The orthometric height was scaled from a topographic map.
 BW2347
 BW2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2347
 BW2347.The geoid height was determined by GEOID03.
 BW2347
 BW2347;                    North         East     Units Scale Factor Converg.
 BW2347;SPC MS W     -   275,148.706   662,026.562   MT  0.99996778   -0 12 46.1
 BW2347;SPC MS W     -   902,717.05  2,171,998.81   sFT  0.99996778   -0 12 46.1
 BW2347;UTM  15      - 3,540,606.184   713,996.610   MT  1.00016480   +1 12 00.1
 BW2347
 BW2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2347!SPC MS W     -   0.99998715  x   0.99996778  =   0.99995493
 BW2347!UTM  15      -   0.99998715  x   1.00016480  =   1.00015195
 BW2347
 BW2347|---------------------------------------------------------------------|
 BW2347| PID    Reference Object                     Distance      Geod. Az  |
 BW2347|                                                           dddmmss.s |
 BW2347| CY3977 CARLISLE RM 1                        24.882 METERS 10844     |
 BW2347| BW2349 COP                                 APPROX.11.2 KM 1591840.1 |
 BW2347| CY3976 CARLISLE AZ MK                                     2191114.4 |
 BW2347| CY3978 CARLISLE RM 2                        25.985 METERS 22255     |
 BW2347|---------------------------------------------------------------------|
 BW2347
 BW2347                          SUPERSEDED SURVEY CONTROL
 BW2347
 BW2347  NAD 83(1986)-  31 58 52.77053(N)    090 44 06.48233(W) AD(       ) 3
 BW2347  NAD 27      -  31 58 52.20400(N)    090 44 06.12000(W) AD(       ) 3
 BW2347
 BW2347.Superseded values are not recommended for survey control.
 BW2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2347.See file dsdata.txt to determine how the superseded data were derived.
 BW2347
 BW2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1399740606(NAD 83)
 BW2347_MARKER: DS = TRIANGULATION STATION DISK
 BW2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2347
 BW2347  HISTORY     - Date     Condition        Report By
 BW2347  HISTORY     - 1948     MONUMENTED       CGS
 BW2347  HISTORY     - 1956     GOOD             CGS
 BW2347  HISTORY     - 1970     GOOD             MSHD
 BW2347
 BW2347                          STATION DESCRIPTION
 BW2347
 BW2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2347'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF UTICA, 6
 BW2347'MILES EAST-SOUTHEAST OF HERMANVILLE, AND ON LAND OWNED BY
 BW2347'MR. CLARK, WHO LIVES IN PORT GIBSON, MISSISSIPPI.  IT IS 30
 BW2347'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 BW2347'AND 7 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6
 BW2347'INCHES, AND THE DISK IS STAMPED CARLISLE 1948.
 BW2347'
 BW2347'REFERENCE MARK NO. 1 IS 81.63 FEET EAST-SOUTHEAST OF THE
 BW2347'STATION AND 33 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 BW2347'TRACK ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BW2347'STAMPED CARLISLE NO 1 1948.
 BW2347'
 BW2347'REFERENCE MARK NO. 2 IS 85.25 FEET SOUTH-SOUTHWEST OF THE
 BW2347'STATION AND 4 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 BW2347'TRACK ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BW2347'STAMPED CARLISLE NO 2 1948.
 BW2347'
 BW2347'THE AZIMUTH MARK IS APPROXIMATELY 0.1 MILE SOUTH-SOUTHWEST
 BW2347'OF THE STATION, 10 FEET NORTHWEST OF THE APPROXIMATE CENTER
 BW2347'OF THE TRACK ROAD, AND 2 FEET EAST OF A WITNESS POST.
 BW2347'
 BW2347'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CARLISLE
 BW2347'1948.
 BW2347'
 BW2347'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BW2347'3 AND 18 IN UTICA, GO SOUTH ON HIGHWAY 18 FOR 11.9 MILES TO A
 BW2347'CONCRETE SILO ON THE LEFT, CONTINUE SOUTHERLY ON HIGHWAY 18
 BW2347'FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW A
 BW2347'DIRT ROAD FOR 1.6 MILES TO A DIM TRACK ROAD TO THE RIGHT,
 BW2347'TURN RIGHT AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 BW2347'
 BW2347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST OF
 BW2347'A DIM TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2347'
 BW2347'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2347
 BW2347                          STATION RECOVERY (1956)
 BW2347
 BW2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2347'THE STATION WAS VISITED 5-17-56 AND ALL MARKS WERE FOUND IN
 BW2347'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 BW2347'STATION BY TREES.  A NEW DESCRIPTION IS NECESSARY AS THE
 BW2347'OLD DIRT ROAD LEADING TO THE STATION FROM STATE HIGHWAY 18
 BW2347'HAS BEEN ABANDONED AND IS NO LONGER PASSABLE.  A NEW DESCRIPTION
 BW2347'FOLLOWS--
 BW2347'
 BW2347'THE STATION IS LOCATED 11 MILES SOUTH OF UTICA, 6 MILES
 BW2347'EAST-SOUTHEAST OF HERMANVILLE, ON A WOODED KNOLL OWNED BY THE
 BW2347'INTERNATIONAL PAPER CO., ABOUT 75 FEET SOUTHEAST OF THE
 BW2347'HIGHEST PART OF THE HILL, JUST NORTH OF A SMALL CLEARING, 14
 BW2347'FEET EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH OVER
 BW2347'THE HILL, 30 FEET NORTH OF A TRACK ROAD LEADING WEST ALONG
 BW2347'THE SOUTH SLOPE OF THE HILL, 23 FEET NORTH OF A 10-INCH PINE
 BW2347'TREE AND 7 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 BW2347'DISK, STAMPED CARLISLE 1948, PROJECTING 6 INCHES.
 BW2347'
 BW2347'REFERENCE MARK NO. 1 IS 81.63 FEET EAST-SOUTHEAST OF THE
 BW2347'STATION ON THE EAST SLOPE OF THE HILL, 42 FEET NORTH OF THE
 BW2347'TRACK ROAD LEADING TO THE STATION, 28 FEET NORTH-NORTHWEST
 BW2347'OF A 10-INCH PINE TREE LEANING SOUTHWEST AT A 45 DEGREE ANGLE
 BW2347'AND 11 FEET WEST OF A 10-INCH PINE TREE.  IT IS A STANDARD
 BW2347'DISK, STAMPED, CARLISLE NO 1 1948, PROJECTING 6 INCHES.
 BW2347'
 BW2347'REFERENCE MARK NO. 2 IS 85.25 FEET SOUTH-SOUTHWEST OF THE
 BW2347'STATION ON HE SOUTHWEST SLOPE OF THE HILL, 10 FEET SOUTH OF
 BW2347'A TRACK ROAD, AND 7 FEET NORTH OF AN 8-INCH TREE.  IT IS
 BW2347'A STANDARD DISK, STAMPED CARLISLE NO 2 1948, PROJECTING 6
 BW2347'INCHES.
 BW2347'
 BW2347'THE AZIMUTH MARK IS 0.1 MILE SOUTH-SOUTHWEST OF THE STATION,
 BW2347'10 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET
 BW2347'SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BW2347'CARLISLE 1948, PROJECTING 6 INCHES.
 BW2347'
 BW2347'TO REACH THE STATION FROM THE INTERSECTION OF THE ILLINOIS
 BW2347'CENTRAL RAILROAD AND STATE HIGHWAY 18 AT THE NORTH EDGE OF
 BW2347'HERMANVILLE, GO NORTHEAST ON STATE HIGHWAY 18 FOR 2.7 MILES
 BW2347'TO A SIDE ROAD RIGHT, TURN SHARP RIGHT AND GO 0.3 MILE TO A
 BW2347'FORK, TAKE LEFT FORK AND GO 2.8 MILES TO A FORK, TAKE LEFT
 BW2347'FORK AND GO 0.8 MILE TO A FORK, TAKE RIGHT FORK AND GO 3.0
 BW2347'MILES TO A SIDE ROAD LEFT IN A CURVE AND AT THE EAST END OF
 BW2347'AN 8-FOOT EMBANKMENT TURN LEFT, THIS IS A FIRE LANE ROAD, AND
 BW2347'GO 0.9 MILE TO A CURVE IN THE ROAD AND A DIM FORK TAKE LEFT
 BW2347'FORK, DIM, AND GO NORTHWEST, UPHILL FOR 0.1 MILE TO THE
 BW2347'STATION ON THE RIGHT AND A SMALL CLEARING ON THE LEFT.
 BW2347'
 BW2347'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON DIM
 BW2347'TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 BW2347
 BW2347                          STATION RECOVERY (1970)
 BW2347
 BW2347'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2347'THE STATION WAS VISITED 3-20-70 AND THE STATION MARK, REFERENCE
 BW2347'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2347'CONDITION.
 BW2347'
 BW2347'THE STATION IS LOCATED 14.8 MILES EAST NORTHEAST OF PORT
 BW2347'GIBSON, 6.6 MILES NORTHEAST OF HERMANVILLE, 11 MILES SOUTH
 BW2347'OF UTICA IN THE NORTHWEST 1/4 OF SECTION 29, T 12N, R 5E,
 BW2347'AND ON PROPERTY OWNED BY INTERNATIONAL PAPER COMPANY.  IT
 BW2347'IS 23 FEET NORTH NORTHEAST OF THE CENTER OF THE FORK, 15
 BW2347'FEET EAST OF THE CENTER OF A TRACK ROAD, 48 FEET SOUTH OF A
 BW2347'20 INCH CEDAR, 78 FEET EAST OF AN 12 INCH CEDAR AND 1 FOOT
 BW2347'NORTH OF A METAL WITNESS POST.
 BW2347'
 BW2347'IT IS A C AND GS TRIANGULATION DISK, STAMPED CARLISLE 1948
 BW2347'PROJECTING 6 INCHES.
 BW2347'
 BW2347'REFERENCE MARK NO. 1 IS 81.63 FEET EAST SOUTHEAST OF THE
 BW2347'STATION.  IT IS 42 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 BW2347'12.5 FEET NORTHWEST OF A 5 INCH CEDAR, 54 FEET SOUTH SOUTHWEST
 BW2347'OF A 9 INCH CEDAR.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2347'STAMPED CARLISLE NO 1 1948 PROJECTING 6 INCHES.
 BW2347'
 BW2347'REFERENCE MARK NO. 2 IS 85.25 FEET SOUTH SOUTHWEST OF THE
 BW2347'STATION.  IT IS 6 FEET SOUTH SOUTHEAST OF A DIM TRACK ROAD,
 BW2347'5.5 FEET NORTH OF A 7 INCH ELM, 65 FEET SOUTHEAST OF A 12 INCH
 BW2347'CEDAR AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS
 BW2347'A C AND GS REFERENCE MARK DISK, STAMPED CARLISLE NO 2 1948
 BW2347'PROJECTING 6 INCHES.
 BW2347'
 BW2347'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 139.85
 BW2347'FEET.
 BW2347'
 BW2347'THE AZIMUTH MARK IS 0.1 MILE SOUTHWEST OF THE STATION.  IT IS
 BW2347'12 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 28 FEET
 BW2347'EAST OF A 12 INCH TWIN OAK, 10 FEET SOUTHEAST OF A 7 INCH
 BW2347'TWIN OAK AND 1 FOOT NORTHWEST OF A METAL WITNESS POST, (NOTE)
 BW2347'THE AZIMUTH IS NOT VISIBLE FOR THE STATION.  IT IS A C AND GS
 BW2347'AZIMUTH MARK DISK STAMPED CARLISLE 1948 PROJECTING 8 INCHES.
 BW2347'
 BW2347'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON,
 BW2347'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF
 BW2347'U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 BW2347'HIGHWAY 61 FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY
 BW2347'18.  TURN RIGHT (EAST) AND CONTINUE ON STATE HIGHWAY 18 FOR
 BW2347'8.4 MILES TO THE CROSSING OF THE ICRR TRACK AT THE NORTH EDGE
 BW2347'OF HERMANVILLE.  CONTINUE NORTHEAST ON STATE HIGHWAY 18 FOR
 BW2347'6.3 MILES TO AN ANGLING SIDE ROAD RIGHT.  TURN RIGHT (EAST)
 BW2347'AND CONTINUE ON A GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD
 BW2347'RIGHT.  TURN RIGHT SOUTH AND CONTINUE ON A GRAVELED ROAD FOR
 BW2347'2.25 MILES TO A T-INTERSECTION.  TURN LEFT (EAST) AND
 BW2347'CONTINUE ON A GRAVELED ROAD FOR 0.75 MILE TO A SIDE ROAD
 BW2347'RIGHT.  CONTINUE EAST ON A GRAVELED ROAD FOR 0.7 MILE TO A
 BW2347'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH ON A
 BW2347'GRAVELED ROAD FOR 0.85 MILE TO A TRACK ROAD ON THE LEFT AND
 BW2347'THE OLD ROAD ON THE RIGHT.  TURN LEFT (NORTHWEST) AND
 BW2347'CONTINUE ON A TRACK ROAD FOR 0.1 MILE TO A FORK AND THE
 BW2347'STATION ON THE RIGHT.  TO REACH THE AZIMUTH TAKE THE LEFT
 BW2347'FORK AND CONTINUE WEST ON A TRACK ROAD FOR 75 FEET TO A
 BW2347'TRIPLE FORK.  TAKE THE EXTREME LEFT FORK AND CONTINUE
 BW2347'SOUTHWEST ON A TRACK ROAD FOR ABOUT 0.1 MILE TO THE MARK ON
 BW2347'THE RIGHT.
 BW2347'
 BW2347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.6 MILES
 BW2347'NORTHEAST OF HERMANVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0036 ***********************************************************************
 CP0036  DESIGNATION -  CARLISLE AZ MK
 CP0036  PID         -  CP0036
 CP0036  STATE/COUNTY-  MS/ISSAQUENA
 CP0036  USGS QUAD   -  WHITING BAYOU (1994)
 CP0036
 CP0036                         *CURRENT SURVEY CONTROL
 CP0036  ___________________________________________________________________
 CP0036* NAD 83(1986)-  32 49 25.     (N)    091 05 36.     (W)     SCALED    
 CP0036* NAVD 88     -        30.727  (meters)     100.81   (feet)  ADJUSTED  
 CP0036  ___________________________________________________________________
 CP0036  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0036  DYNAMIC HT  -          30.693 (meters)     100.70  (feet)  COMP
 CP0036  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 CP0036
 CP0036  VERT ORDER  -  SECOND    CLASS 0
 CP0036
 CP0036.The horizontal coordinates were scaled from a topographic map and have
 CP0036.an estimated accuracy of +/- 6 seconds.
 CP0036
 CP0036.The orthometric height was determined by differential leveling
 CP0036.and adjusted in June 1991.
 CP0036
 CP0036.The geoid height was determined by GEOID03.
 CP0036
 CP0036.The dynamic height is computed by dividing the NAVD 88
 CP0036.geopotential number by the normal gravity value computed on the
 CP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0036.degrees latitude (g = 980.6199 gals.).
 CP0036
 CP0036.The modeled gravity was interpolated from observed gravity values.
 CP0036
 CP0036;                    North         East    Units  Estimated Accuracy
 CP0036;SPC MS W     -   368,730.      628,840.      MT  (+/- 180 meters Scaled)
 CP0036
 CP0036                          SUPERSEDED SURVEY CONTROL
 CP0036
 CP0036  NGVD 29 (??/??/92)   30.781  (m)          100.99   (f) ADJ UNCH    2 0
 CP0036
 CP0036.Superseded values are not recommended for survey control.
 CP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0036.See file dsdata.txt to determine how the superseded data were derived.
 CP0036
 CP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS784333(NAD 83)
 CP0036_MARKER: DR = REFERENCE MARK DISK
 CP0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0036_SP_SET: CONCRETE POST
 CP0036_STAMPING: CARLISLE 1958
 CP0036_PROJECTION: PROJECTING 5 CENTIMETERS
 CP0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0036+STABILITY: SURFACE MOTION
 CP0036
 CP0036  HISTORY     - Date     Condition        Report By
 CP0036  HISTORY     - 1958     MONUMENTED       CGS
 CP0036  HISTORY     - 1977     GOOD             MSHD
 CP0036
 CP0036                          STATION DESCRIPTION
 CP0036
 CP0036'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0036'5.9 MI SW FROM MAYERSVILLE.
 CP0036'0.15 MILES EAST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE IN
 CP0036'MAYERSVILLE TO THE INTERSECTION OF STATE HIGHWAY 1, THENCE 6.3 MILES
 CP0036'SOUTH ALONG STATE HIGHWAY 1 TO THE MARK ON THE RIGHT, 7.3 MILES
 CP0036'NORTHWEST OF FITLER, AT THE JUNCTION OF A BLACK TOP ROAD, 73.5 FEET
 CP0036'NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET SOUTH OF POWER POLE
 CP0036'P228, 33 FEET NORTHEAST OF A POWER POLE AND 30 FEET WEST OF THE CENTER
 CP0036'LINE OF THE ROAD.
 CP0036'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CP0036'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0039 ***********************************************************************
 CP0039  DESIGNATION -  CARLISLE RM 1
 CP0039  PID         -  CP0039
 CP0039  STATE/COUNTY-  MS/ISSAQUENA
 CP0039  USGS QUAD   -  WHITING BAYOU (1994)
 CP0039
 CP0039                         *CURRENT SURVEY CONTROL
 CP0039  ___________________________________________________________________
 CP0039* NAD 83(1986)-  32 49 48.     (N)    091 06 31.     (W)     SCALED    
 CP0039* NAVD 88     -        40.378  (meters)     132.47   (feet)  ADJUSTED  
 CP0039  ___________________________________________________________________
 CP0039  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP0039  DYNAMIC HT  -          40.334 (meters)     132.33  (feet)  COMP
 CP0039  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CP0039
 CP0039  VERT ORDER  -  SECOND    CLASS 0
 CP0039
 CP0039.The horizontal coordinates were scaled from a topographic map and have
 CP0039.an estimated accuracy of +/- 6 seconds.
 CP0039
 CP0039.The orthometric height was determined by differential leveling
 CP0039.and adjusted in June 1991.
 CP0039
 CP0039.The geoid height was determined by GEOID03.
 CP0039
 CP0039.The dynamic height is computed by dividing the NAVD 88
 CP0039.geopotential number by the normal gravity value computed on the
 CP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0039.degrees latitude (g = 980.6199 gals.).
 CP0039
 CP0039.The modeled gravity was interpolated from observed gravity values.
 CP0039
 CP0039;                    North         East    Units  Estimated Accuracy
 CP0039;SPC MS W     -   369,450.      627,410.      MT  (+/- 180 meters Scaled)
 CP0039
 CP0039                          SUPERSEDED SURVEY CONTROL
 CP0039
 CP0039  NGVD 29 (??/??/92)   40.432  (m)          132.65   (f) ADJ UNCH    2 0
 CP0039
 CP0039.Superseded values are not recommended for survey control.
 CP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0039.See file dsdata.txt to determine how the superseded data were derived.
 CP0039
 CP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS770340(NAD 83)
 CP0039_MARKER: DR = REFERENCE MARK DISK
 CP0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0039_SP_SET: CONCRETE POST
 CP0039_STAMPING: CARLISLE NO 1 1958
 CP0039_PROJECTION: FLUSH
 CP0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0039+STABILITY: SURFACE MOTION
 CP0039
 CP0039  HISTORY     - Date     Condition        Report By
 CP0039  HISTORY     - 1958     MONUMENTED       CGS
 CP0039  HISTORY     - 1977     GOOD             MSHD
 CP0039
 CP0039                          STATION DESCRIPTION
 CP0039
 CP0039'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0039'5.9 MI SW FROM MAYERSVILLE.
 CP0039'0.15 MILE EAST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE IN MAYERSVIL
 CP0039'TO THE INTERSECTION OF STATE HIGHWAY 1, THENCE 6.3 MILES SOUTH ALONG
 CP0039'STATE HIGHWAY 1 TO A BLACK TOP ROAD, THENCE 1.3 MILES NORTH AND WEST
 CP0039'ALONG THE BLACK TOP ROAD TO A FORK JUST BEYOND A GATE, THENCE 0.1 MILE
 CP0039'SOUTHWEST ALONG THE ROAD THAT IS ATOP A LEVEE TO MARK ON LEFT, 8.2 MIL
 CP0039'NORTHWEST OF FITLER, 244 FEET SOUTHWEST OF THE JUCTION OF A RAMP AND T
 CP0039'LEVEE, 14 FEET SOUTHEAST OF THE CENTERLINE OF THE LEVEE.
 CP0039'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1226 ***********************************************************************
 BV1226  DESIGNATION -  CARMEL AZ MK
 BV1226  PID         -  BV1226
 BV1226  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1226  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1226
 BV1226                         *CURRENT SURVEY CONTROL
 BV1226  ___________________________________________________________________
 BV1226* NAD 83(1986)-  31 38 40.     (N)    089 47 39.     (W)     SCALED    
 BV1226* NAVD 88     -       142.072  (meters)     466.11   (feet)  ADJUSTED  
 BV1226  ___________________________________________________________________
 BV1226  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1226  DYNAMIC HT  -         141.902 (meters)     465.56  (feet)  COMP
 BV1226  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 BV1226
 BV1226  VERT ORDER  -  SECOND    CLASS II
 BV1226
 BV1226.The horizontal coordinates were scaled from a topographic map and have
 BV1226.an estimated accuracy of +/- 6 seconds.
 BV1226
 BV1226.The orthometric height was determined by differential leveling
 BV1226.and adjusted in May 1996.
 BV1226
 BV1226.The geoid height was determined by GEOID03.
 BV1226
 BV1226.The dynamic height is computed by dividing the NAVD 88
 BV1226.geopotential number by the normal gravity value computed on the
 BV1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1226.degrees latitude (g = 980.6199 gals.).
 BV1226
 BV1226.The modeled gravity was interpolated from observed gravity values.
 BV1226
 BV1226;                    North         East    Units  Estimated Accuracy
 BV1226;SPC MS W     -   237,850.      751,140.      MT  (+/- 180 meters Scaled)
 BV1226
 BV1226                          SUPERSEDED SURVEY CONTROL
 BV1226
 BV1226  NGVD 29 (??/??/92)  142.061  (m)          466.08   (f) ADJ UNCH    2 2
 BV1226
 BV1226.Superseded values are not recommended for survey control.
 BV1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1226.See file dsdata.txt to determine how the superseded data were derived.
 BV1226
 BV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA350044(NAD 83)
 BV1226_MARKER: DZ = AZIMUTH MARK DISK
 BV1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1226_STAMPING: CARMEL 1947
 BV1226_MARK LOGO: CGS   
 BV1226_PROJECTION: PROJECTING 20 CENTIMETERS
 BV1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1226+STABILITY: SURFACE MOTION
 BV1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1226+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 BV1226
 BV1226  HISTORY     - Date     Condition        Report By
 BV1226  HISTORY     - 1947     MONUMENTED       CGS
 BV1226  HISTORY     - 1975     GOOD             MSHD
 BV1226  HISTORY     - 1975     GOOD             MSHD
 BV1226  HISTORY     - 20040319 GOOD             DUNGAN
 BV1226
 BV1226                          STATION DESCRIPTION
 BV1226
 BV1226'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1226'5.2 MI NE FROM PRENTISS.
 BV1226'THE MARK IS LOCATED 5.2 MILES NORTHEAST OF PRENTISS ON A HIGH BANK ON
 BV1226'THE NORTH ROW OF U.S. HIGHWAY 84 ABOUT 2.3 MILES WEST OF THE JEFFERSON
 BV1226'DAVIS-COVINGTON COUNTY LINE, 0.3 MILE WEST OF THE CROSSROAD AT MT.
 BV1226'CARMEL IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 22, T 8N,
 BV1226'R 18W.  IT IS 54 FEET NORTH OF THE CENTER OF HIGHWAY 84, 83 FEET
 BV1226'WEST-SOUTHWEST OF A POWER POLE WITH GUY WIRES ACROSS THE HIGHWAY, 21
 BV1226'FEET SOUTH OF THE CENTER OF A POWER LINE, 15 FEET WEST OF A ROW
 BV1226'MARKER, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BV1226'CONCRETE POST ABOUT 9 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BV1226'8 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO
 BV1226'NORTHEAST ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.65 MILE TO A
 BV1226'FORK JUST BEFORE REACHING THE U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT
 BV1226'FORK AND GO NORTHEAST ON U.S. HIGHWAY 84 FOR 4.5 MILES TO A SIDE ROAD
 BV1226'RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO THE
 BV1226'MARK ON THE LEFT.
 BV1226
 BV1226                          STATION RECOVERY (1975)
 BV1226
 BV1226'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1226'THE MARK IS LOCATED 5.2 MILES NORTHEAST OF PRENTISS ON A HIGH BANK ON
 BV1226'THE NORTH ROW OF U.S. HIGHWAY 84 ABOUT 2.3 MILES WEST OF THE JEFFERSON
 BV1226'DAVIS-COVINGTON COUNTY LINE, 0.3 MILE WEST OF THE CROSSROAD AT MT.
 BV1226'CARMEL IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 22, T 8N,
 BV1226'R 18W.  IT IS 54 FEET NORTH OF THE CENTER OF HIGHWAY 84, 83 FEET
 BV1226'WEST-SOUTHWEST OF A POWER POLE WITH GUY WIRES ACROSS THE HIGHWAY, 21
 BV1226'FEET SOUTH OF THE CENTER OF A POWER LINE, 15 FEET WEST OF A ROW
 BV1226'MARKER, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BV1226'CONCRETE POST ABOUT 9 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BV1226'8 INCHES.  NOTE-- TO REACH FROM THE COURTHOUSE IN PRENTISS GO
 BV1226'NORTHEAST ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.65 MILE TO A
 BV1226'FORK JUST BEFORE REACHING THE U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT
 BV1226'FORK AND GO NORTHEAST ON U.S. HIGHWAY 84 FOR 4.5 MILES TO A SIDE ROAD
 BV1226'RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.25 MILE TO THE
 BV1226'MARK ON THE LEFT.
 BV1226
 BV1226                          STATION RECOVERY (2004)
 BV1226
 BV1226'RECOVERY NOTE BY DUNGAN ENGINEERING 2004
 BV1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1227 ***********************************************************************
 BV1227  DESIGNATION -  CARMEL RM 2
 BV1227  PID         -  BV1227
 BV1227  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1227  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1227
 BV1227                         *CURRENT SURVEY CONTROL
 BV1227  ___________________________________________________________________
 BV1227* NAD 83(1986)-  31 38 45.     (N)    089 47 21.     (W)     SCALED    
 BV1227* NAVD 88     -       151.611  (meters)     497.41   (feet)  ADJUSTED  
 BV1227  ___________________________________________________________________
 BV1227  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1227  DYNAMIC HT  -         151.429 (meters)     496.81  (feet)  COMP
 BV1227  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 BV1227
 BV1227  VERT ORDER  -  SECOND    CLASS II
 BV1227
 BV1227.The horizontal coordinates were scaled from a topographic map and have
 BV1227.an estimated accuracy of +/- 6 seconds.
 BV1227
 BV1227.The orthometric height was determined by differential leveling
 BV1227.and adjusted in May 1996.
 BV1227
 BV1227.The geoid height was determined by GEOID03.
 BV1227
 BV1227.The dynamic height is computed by dividing the NAVD 88
 BV1227.geopotential number by the normal gravity value computed on the
 BV1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1227.degrees latitude (g = 980.6199 gals.).
 BV1227
 BV1227.The modeled gravity was interpolated from observed gravity values.
 BV1227
 BV1227;                    North         East    Units  Estimated Accuracy
 BV1227;SPC MS W     -   238,010.      751,610.      MT  (+/- 180 meters Scaled)
 BV1227
 BV1227                          SUPERSEDED SURVEY CONTROL
 BV1227
 BV1227  NGVD 29 (??/??/92)  151.600  (m)          497.37   (f) ADJ UNCH    2 2
 BV1227
 BV1227.Superseded values are not recommended for survey control.
 BV1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1227.See file dsdata.txt to determine how the superseded data were derived.
 BV1227
 BV1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA354045(NAD 83)
 BV1227_MARKER: DR = REFERENCE MARK DISK
 BV1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1227_STAMPING: CARMEL NO 2 1947
 BV1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1227+STABILITY: SURFACE MOTION
 BV1227
 BV1227  HISTORY     - Date     Condition        Report By
 BV1227  HISTORY     - 1947     MONUMENTED       CGS
 BV1227  HISTORY     - 1975     GOOD             MSHD
 BV1227  HISTORY     - 1975     GOOD             MSHD
 BV1227
 BV1227                          STATION DESCRIPTION
 BV1227
 BV1227'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1227'5.5 MI NE FROM PRENTISS.
 BV1227'THE MARK IS LOCATED 5.4 MILES NORTHEAST OF PRENTISS IN THE NORTHEAST
 BV1227'ANGLE OF THE CROSSROAD AT MR. CARMEL ABOUT 2 MILES WEST OF THE
 BV1227'JEFFERSON DAVIS-COVINGTON COUNTY LINE NEAR THE CENTER OF THE EAST SIDE
 BV1227'OF SECTION 22, T 8N, R 18W AND ON THE PROPERTY OF MR. R.H. HALL. IT IS
 BV1227'141 FEET NORTH OF THE CENTER OF HIGHWAY 84, 61 FEET EAST OF THE CENTER
 BV1227'OF A PRIVATE ROAD LEADING PAST THE HALL HOUSE, 107 FEET NORTHWEST OF A
 BV1227'POWER POLE WITH GUY WIRES, 81 FEET SOUTH OF THE PROJECTED PLANE OF THE
 BV1227'HALL HOUSE, 70.5 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A METAL
 BV1227'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 6 FEET
 BV1227'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. NOTE-- TO REACH
 BV1227'FROM THE COURTHOUSE IN PRENTISS GO NORTHEAST ON STATE HIGHWAY 13
 BV1227'(COLUMBIA AVENUE) FOR 0.65 MILE TO A FORK JUST BEFORE REACHING THE
 BV1227'U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT FORK AND GO NORTHEAST ON U.S.
 BV1227'HIGHWAY 84 FOR 5 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
 BV1227
 BV1227                          STATION RECOVERY (1975)
 BV1227
 BV1227'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1227'THE MARK IS LOCATED 5.4 MILES NORTHEAST OF PRENTISS IN THE NORTHEAST
 BV1227'ANGLE OF THE CROSSROAD AT MR. CARMEL ABOUT 2 MILES WEST OF THE
 BV1227'JEFFERSON DAVIS-COVINGTON COUNTY LINE NEAR THE CENTER OF THE EAST SIDE
 BV1227'OF SECTION 22, T 8N, R 18W AND ON THE PROPERTY OF MR. R.H. HALL. IT IS
 BV1227'141 FEET NORTH OF THE CENTER OF HIGHWAY 84, 61 FEET EAST OF THE CENTER
 BV1227'OF A PRIVATE ROAD LEADING PAST THE HALL HOUSE, 107 FEET NORTHWEST OF A
 BV1227'POWER POLE WITH GUY WIRES, 81 FEET SOUTH OF THE PROJECTED PLANE OF THE
 BV1227'HALL HOUSE, 70.5 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A METAL
 BV1227'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 6 FEET
 BV1227'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. NOTE-- TO REACH
 BV1227'FROM THE COURTHOUSE IN PRENTISS GO NORTHEAST ON STATE HIGHWAY 13
 BV1227'(COLUMBIA AVENUE) FOR 0.65 MILE TO A FORK JUST BEFORE REACHING THE
 BV1227'U.S. HIGHWAY 84 BYPASS.  TAKE THE RIGHT FORK AND GO NORTHEAST ON U.S.
 BV1227'HIGHWAY 84 FOR 5 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1647 ***********************************************************************
 BV1647  DESIGNATION -  CARNES
 BV1647  PID         -  BV1647
 BV1647  STATE/COUNTY-  MS/FORREST
 BV1647  USGS QUAD   -  ROCK HILL (1963)
 BV1647
 BV1647                         *CURRENT SURVEY CONTROL
 BV1647  ___________________________________________________________________
 BV1647* NAD 83(1993)-  31 00 02.71596(N)    089 16 30.80921(W)     ADJUSTED  
 BV1647* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 BV1647  ___________________________________________________________________
 BV1647  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BV1647  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BV1647  HORZ ORDER  -  FIRST
 BV1647
 BV1647.The horizontal coordinates were established by classical geodetic methods
 BV1647.and adjusted by the National Geodetic Survey in May 1994.
 BV1647
 BV1647.The orthometric height was scaled from a topographic map.
 BV1647
 BV1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1647
 BV1647.The geoid height was determined by GEOID03.
 BV1647
 BV1647;                    North         East     Units Scale Factor Converg.
 BV1647;SPC MS E     -   166,444.190   257,799.728   MT  0.99997196   -0 13 39.4
 BV1647;SPC MS E     -   546,075.65    845,797.94   sFT  0.99997196   -0 13 39.4
 BV1647;UTM  16      - 3,431,907.763   282,767.960   MT  1.00018213   -1 10 20.3
 BV1647
 BV1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1647!SPC MS E     -   0.99998854  x   0.99997196  =   0.99996050
 BV1647!UTM  16      -   0.99998854  x   1.00018213  =   1.00017066
 BV1647
 BV1647:                Primary Azimuth Mark                     Grid Az
 BV1647:SPC MS E     -  MCLAURIN                                 008 41 38.1
 BV1647:UTM  16      -  MCLAURIN                                 009 38 19.0
 BV1647
 BV1647|---------------------------------------------------------------------|
 BV1647| PID    Reference Object                     Distance      Geod. Az  |
 BV1647|                                                           dddmmss.s |
 BV1647| BV1639 MCLAURIN                            APPROX.20.9 KM 0082758.7 |
 BV1647| BV1640 CAMP SHELBY WATER TANK 2            APPROX.21.8 KM 0111505.6 |
 BV1647| BV1641 CAMP SHELBY WATER TANK 1            APPROX.22.6 KM 0121116.8 |
 BV1647| BV1643 CAMP SHELBY WATER TANK 4            APPROX.22.7 KM 0205510.7 |
 BV1647| BV1642 CAMP SHELBY WATER TANK 5            APPROX.23.8 KM 0255858.8 |
 BV1647| CG1285 CARNES RM 1                          43.099 METERS 03406     |
 BV1647| CG1284 CARNES AZ MK                                       1152949.4 |
 BV1647| CG1286 CARNES RM 2                          54.209 METERS 29649     |
 BV1647|---------------------------------------------------------------------|
 BV1647
 BV1647                          SUPERSEDED SURVEY CONTROL
 BV1647
 BV1647  NAD 83(1986)-  31 00 02.73231(N)    089 16 30.80756(W) AD(       ) 1
 BV1647  NAD 27      -  31 00 02.06900(N)    089 16 30.59300(W) AD(       ) 1
 BV1647
 BV1647.Superseded values are not recommended for survey control.
 BV1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1647.See file dsdata.txt to determine how the superseded data were derived.
 BV1647
 BV1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8276831908(NAD 83)
 BV1647_MARKER: DS = TRIANGULATION STATION DISK
 BV1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1647+STABILITY: SURFACE MOTION
 BV1647
 BV1647  HISTORY     - Date     Condition        Report By
 BV1647  HISTORY     - 1935     MONUMENTED       CGS
 BV1647  HISTORY     - 1942     GOOD             CGS
 BV1647  HISTORY     - 1943     GOOD             CGS
 BV1647  HISTORY     - 1956     GOOD             CGS
 BV1647  HISTORY     - 1964     GOOD             MSHD
 BV1647  HISTORY     - 1970     GOOD             MSSU
 BV1647  HISTORY     - 1971     GOOD             NGS
 BV1647
 BV1647                          STATION DESCRIPTION
 BV1647
 BV1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1647'STATION IS 1 MILE NE OF CARNES, ON THE N SIDE OF THE G. AND S.I.
 BV1647'DIVISION OF THE I.C.R.R. AND NEAR THE W END OF THE BATSON AND HATTON
 BV1647'LUMBER CO. CAMP.
 BV1647'
 BV1647'STATION IS 71.9 FEET W OF A WELL, 66 FEET SW OF CENTER LINE OF ROAD,
 BV1647'29 FEET E OF FENCE LINE, AND 90 FEET W OF A HOUSE. IT IS ON THE
 BV1647'HIGHEST POINT OF THE RIDGE WHERE THE CAMP IS LOCATED.
 BV1647'
 BV1647'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1647'SET IN CONCRETE.
 BV1647'
 BV1647'REFERENCE MARK NO. 1 IS E OF STATION, 60 FEET SE OF THE CORNER OF
 BV1647'HOUSE, AND 60 FEET ENE OF CENTER LINE OF ROAD.
 BV1647'
 BV1647'REFERENCE MARK NO. 2 IS NW OF STATION, 35 FEET NNE OF 8-INCH PINE
 BV1647'TREE, 50 FEET NW OF 8-INCH PINE TREE, AND 7 FEET NE OF CENTER LINE
 BV1647'OF ROAD.
 BV1647'
 BV1647'AZIMUTH MARK IS NNE OF STATION, 24 FEET SW OF CENTER LINE OF HIGHWAY
 BV1647'13, AND 84 FEET ESE OF RAILROAD TRACKS.
 BV1647'
 BV1647'TO REACH FROM CARNES POST OFFICE GO W ON HIGHWAY 13 FOR 1 MILE TO
 BV1647'UNIMPROVED ROAD TO LEFT, TURN LEFT ON THIS ROAD AND GO ABOUT 300
 BV1647'YARDS TO W END OF CAMP AND STATION.
 BV1647'
 BV1647'90-FOOT TOWER REQUIRED.
 BV1647'
 BV1647'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1647
 BV1647                          STATION RECOVERY (1942)
 BV1647
 BV1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV1647'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BV1647'
 BV1647'THE STATION IS LOCATED ABOUT 1 MILE WNW OF CARNES, ON THE HIGHEST
 BV1647'POINT OF A RISE OF LAND, ON THE N SIDE OF THE GULF AND SHIP ISLAND
 BV1647'DIVISION OF THE ILLINOIS CENTRAL RAILROAD, 66 FEET S OF THE CENTER
 BV1647'LINE OF A TRACK ROAD. THE DISK IS STAMPED CARNES 1935 AND PROJECTS
 BV1647'ABOUT 8 INCHES.
 BV1647'
 BV1647'REFERENCE MARK NO.1 IS 141.40 FEET NNE FROM THE STATION. THE DISK
 BV1647'IS STAMPED CARNES NO.1 1935. THE MARK PROJECTS 6 INCHES.
 BV1647'
 BV1647'REFERENCE MARK NO.2 IS 177.85 FEET WNW FROM THE STATION. THE DISK IS
 BV1647'STAMPED CARNES NO.2 1935 AND PROJECTS 10 INCHES.
 BV1647'
 BV1647'AZIMUTH MARK IS 0.25 MILE ESE FROM STATION AND 24 FEET SW OF CENTER
 BV1647'LINE OF STATE HIGHWAY 13.
 BV1647'
 BV1647'TO REACH THE STATION FROM THE RAILROAD STATION IN WIGGINS, GO
 BV1647'NORTHWESTERLY ON U.S. HIGHWAY 49 FOR 7.8 MILES TO CROSSROADS AT THE
 BV1647'COZY CORNER GROCERY STORE. TURN LEFT AND FOLLOW MAIN GRAVEL ROAD
 BV1647'NORTHWESTERLY 5.7 MILES TO CARNES SCHOOL BUILDING ON LEFT.
 BV1647'CONTINUE N AND W ON STATE HIGHWAY 13 TOWARD LUMBERTON 1 MILE TO
 BV1647'DIM TRACK ROAD LEADING LEFT WHERE MAIN ROAD CURVES TO RIGHT. BEAR
 BV1647'LEFT ON TRACK ROAD ABOUT 0.1 MILE TO HIGHEST POINT OF RISE AND
 BV1647'STATION.
 BV1647
 BV1647                          STATION RECOVERY (1943)
 BV1647
 BV1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1647'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 AND ALL MARKS WERE
 BV1647'FOUND IN GOOD CONDITION. THE 1935 DESCRIPTION TO REACH THE STATION
 BV1647'IS CORRECT. THE DISTANCE AND DIRECTION TO REFERENCE MARK NO.1 AND
 BV1647'REFERENCE MARK NO.2 WERE FOUND TO BE CORRECT.
 BV1647
 BV1647                          STATION RECOVERY (1956)
 BV1647
 BV1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1647'THE STATION WAS VISITED ON SEPTEMBER 20, 1956, AND ALL MARKS WERE
 BV1647'FOUND IN GOOD CONDITION. THE GULF AND SHIP ISLAND RAILROAD MENTIONED
 BV1647'IN THE ORIGINAL DESCRIPTION HAS BEEN TAKEN UP, BUT THE OLD ROAD BED
 BV1647'REMAINS VISIBLE. THE WELL MENTIONED WAS NOT FOUND, AND THE HOUSE
 BV1647'HAS BEEN TORN DOWN. THE AREA AROUND THE STATION IS NOW GROWN OVER
 BV1647'WITH SMALL TREES. DUE TO THE CHANGES TAKEN PLACE, A NEW
 BV1647'DESCRIPTION FOLLOWS--
 BV1647'
 BV1647'THE STATION IS LOCATED 1 MI. W-NW OF CARNES, ON THE HIGHEST POINT
 BV1647'OF A LOW HILL COVERED WITH YOUNG TREES, 190 FT. SW OF A TELEPHONE
 BV1647'LINE, AND 66 FT. S OF THE CENTER OF A TRACK ROAD. IT IS A STANDARD
 BV1647'DISK, STAMPED CARNES 1935 AND PROJECTING 6 IN.
 BV1647'
 BV1647'REFERENCE MARK 1 IS 141.40 FT. N-NE OF THE STATION, 16 FT. E OF A
 BV1647'LONE OAK TREE, AND 80 FT. W OF A TELEPHONE POLE. IT IS A STANDARD
 BV1647'DISK, STAMPED CARNES NO 1 1935 AND PROJECTING 6 IN.
 BV1647'
 BV1647'REFERENCE MARK 2 IS 177.85 FT. W-NW OF THE STATION. IT IS A STANDARD
 BV1647'DISK, STAMPED CARNES NO 11 1935 AND PROJECTING 10 IN.
 BV1647'
 BV1647'THE AZIMUTH MARK IS 0.35 MI. E-SE OF THE STATION, 24 FT. SW OF THE
 BV1647'CENTER OF THE ROAD, OPPOSITE OR N OF A TENANT HOUSE, AND 90 FT. W OF
 BV1647'A POWERLINE CROSSING THE HIGHWAY. IT IS A STANDARD DISK, STAMPED
 BV1647'CARNES AZI 1935 AND PROJECTING 8 IN.
 BV1647'
 BV1647'TO REACH THE STATION FROM THE RAILROAD STATION IN WIGGINS, GO N ON
 BV1647'U.S. HIGHWAY 49 FOR 7.9 MI. TO THE JUNCTION WITH STATE HIGHWAY 13,
 BV1647'TURN LEFT ON STATE HIGHWAY 13 AND GO 5.7 MI. TO THE CARNES SCHOOL
 BV1647'ON THE LEFT, CONTINUE N AND W FOR 0.25 MI. TO A FORK, TAKE THE LEFT
 BV1647'FORK AND GO 0.6 MI. TO THE AZIMUTH MARK ON THE LEFT JUST AFTER
 BV1647'PASSING UNDER A POWERLINE OVER THE ROAD, CONTINUE FOR 0.15 MI.
 BV1647'TO A TRACK ROAD LEFT JUST NW OF A CURVE IN THE HIGHWAY, TURN
 BV1647'LEFT AND GO ABOUT 75 FT. TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND
 BV1647'FOLLOW THE TRACK ROAD FOR ABOUT 0.1 MI. TO THE TELEPHONE LINE,
 BV1647'TURN LEFT AND FOLLOW THE TELEPHONE LINE FOR 0.05 MI. TO THE
 BV1647'STATION ON THE LEFT.
 BV1647
 BV1647                          STATION RECOVERY (1964)
 BV1647
 BV1647'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1647'THE STATION WAS VISITED 10-1-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1647'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1647
 BV1647                          STATION RECOVERY (1970)
 BV1647
 BV1647'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RAL)
 BV1647'CARNES 1935 GOOD.
 BV1647'
 BV1647'CARNES NO. 1 1935 GOOD.
 BV1647'
 BV1647'CARNES NO II 1935 GOOD.
 BV1647'
 BV1647'CARNES AZI 1935 MARK SEEMED SOLID, BUT EXPOSED 2 FT.
 BV1647'
 BV1647'1956 DESCRIPTION BY R.A.G. IS CORRECT AND ADEQUATE WITH THE FOLLOWING
 BV1647'EXCEPTION--
 BV1647'
 BV1647'1. TELEPHONE LINE HAS BEEN REMOVED AND IS NOW AN UNDERGROUND PIPE
 BV1647'LINE.
 BV1647'
 BV1647'2. METAL WITNESS POSTS ARE BY ALL MARKS EXCEPT AZIMUTH MARK.
 BV1647
 BV1647                          STATION RECOVERY (1971)
 BV1647
 BV1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BV1647'THE STATION WAS VISITED BUT NOT OCCUPIED ON 3-30-71. THE STATION
 BV1647'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION. THE
 BV1647'AZIMUTH MARK PROJECTED ABOUT 2 FEET AND WAS LOOSE IN THE GROUND. IT
 BV1647'WAS LEFT INTACT AS FOUND FOR THOSE WHO NEED IT AND TO BE USED WITH
 BV1647'CAUTION, BUT COULD NOT TELL DEFINATELY IF IT WAS IN ITS ORIGINAL
 BV1647'POSITION. THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A
 BV1647'YOUNG GROWTH OF PINE TREES. THE TELEPHONE LINE MENTIONED IN THE
 BV1647'1956 DESCRIPTION HAS BEEN TORN DOWN AND A PIPE LINE NOW RUNS
 BV1647'NORTHWEST AND SOUTHEAST PAST THE STATION ABOUT 207 FEET TO THE
 BV1647'NORTH. A NEW DESCRIPTION FOLLOWS--
 BV1647'
 BV1647'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE COMMUNITY
 BV1647'OF CARNES AND SCHOOL HOUSE ON A LOW HILL COVERED WITH PINE TREES. IT
 BV1647'IS 207 FEET SOUTH OF THE CENTER OF THE HESS PIPE LINE CO. RIGHT-OF-WAY
 BV1647'68 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD, 16 FEET
 BV1647'SOUTHEAST OF A FIRE BREAK, AND 1 FOOT SOUTHWEST OF A METAL
 BV1647'WITNESS POST. IT IS A TRIANGULATION STATION DISK, STAMPED CARNES
 BV1647'1935.
 BV1647'
 BV1647'REFERENCE MARK NO. 1 IS 141.40 FEET NORTH-NORTHEAST OF THE STATION,
 BV1647'ABOUT 2 FEET LOWER THAN THE STATION, 53 FEET SOUTH OF THE CENTER OF
 BV1647'THE PIPE LINE RIGHT-OF-WAY, 1.5 FEET SSW OF A METAL WITNESS POST,
 BV1647'10 FEET EAST OF THE ROOTS OF A LARGE TREE THAT HAS FALLEN TO THE
 BV1647'WEST, 23 FEET EAST OF THE CENTER OF A TRACK ROAD. IT IS A
 BV1647'REFERENCE MARK DISK, STAMPED CARNES NO 1 1935 PROJECTING 8 INCHES.
 BV1647'
 BV1647'REFERENCE MARK NO. 2 IS 177.85 FEET WNW OF THE STATION ABOUT 4 FEET
 BV1647'LOWER THAN THE STATION, 31 FEET NW OF THE CENTER OF THE TRACK ROAD,
 BV1647'190 FEET SOUTH OF THE CENTER OF THE PIPE LINE RIGHT-OF-WAY AND 1
 BV1647'FOOT EAST OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK
 BV1647'
 BV1647'THE AZIMUTH MARK IS 0.35 MILE ESE OF THE STATION, 24 FEET SOUTHWEST
 BV1647'OF THE CENTER OF THE ROAD, OPPOSITE OR NORTH OF A TENANT HOUSE AND
 BV1647'90 FEET WEST OF A POWER LINE CROSSING THE HIGHWAY. IT IS AN AZIMUTH
 BV1647'MARK DISK STAMPED CARNES AZI 1935, PROJECTING ABOUT 2 FEET.
 BV1647'
 BV1647'TO REACH THE STATION FROM THE POST OFFICE IN WIGGINS GO EAST FOR
 BV1647'1/2 BLOCK TO OLD HIGHWAY 49, TURN LEFT AND GO 0.2 MILE TO THE
 BV1647'RAILROAD STATION ON THE RIGHT, CONTINUE NORTH FOR 2.35 MILE TO THE
 BV1647'JUNCTION WITH NEW HIGHWAY 49, TURN RIGHT AND GO NORTH FOR 4.7
 BV1647'MILES TO THE JUNCTION WITH STATE HIGHWAY 13, TURN LEFT AND GO WEST
 BV1647'ON STATE HIGHWAY 13 FOR 5.05 MILE TO A CROSS ROAD, TURN RIGHT AND GO
 BV1647'0.45 MILE TO THE CARNES SCHOOL ON THE LEFT AND THE CHURCH ON
 BV1647'THE RIGHT, CONTINUE NORTH FOR 0.15 MILE TO A T ROAD, TURN LEFT
 BV1647'AND GO WEST FOR 0.1 MILE TO A FORK, TAKE LEFT FORK FOR 0.9 MILE TO
 BV1647'THE PIPE LINE CROSSING OF THE HESS PIPE LINE CO. TURN LEFT,
 BV1647'WEST, ON THE PIPE LINE RIGHT-OF-WAY FOR 0.1 MILE WHERE THE PIPE
 BV1647'LINE TURNS SLIGHTLY TO THE RIGHT AND THE STATION ABOUT 100 YARDS
 BV1647'ON THE LEFT IN THE WOODS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2215 ***********************************************************************
 BW2215  DESIGNATION -  CARNEY
 BW2215  PID         -  BW2215
 BW2215  STATE/COUNTY-  MS/COPIAH
 BW2215  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2215
 BW2215                         *CURRENT SURVEY CONTROL
 BW2215  ___________________________________________________________________
 BW2215* NAD 83(1993)-  31 55 30.13180(N)    090 16 32.27227(W)     ADJUSTED  
 BW2215* NAVD 88     -       145.83   (+/-2cm)     478.4    (feet)  VERTCON   
 BW2215  ___________________________________________________________________
 BW2215  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BW2215  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2215  HORZ ORDER  -  FIRST
 BW2215  VERT ORDER  -  THIRD ? (See Below)
 BW2215
 BW2215.The horizontal coordinates were established by classical geodetic methods
 BW2215.and adjusted by the National Geodetic Survey in May 1994.
 BW2215
 BW2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2215.The vertical order pertains to the NGVD 29 superseded value.
 BW2215
 BW2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2215
 BW2215.The geoid height was determined by GEOID03.
 BW2215
 BW2215;                    North         East     Units Scale Factor Converg.
 BW2215;SPC MS W     -   268,838.767   705,456.616   MT  0.99995037   +0 01 49.8
 BW2215;SPC MS W     -   882,015.19  2,314,485.58   sFT  0.99995037   +0 01 49.8
 BW2215;UTM  15      - 3,535,366.520   757,583.441   MT  1.00041835   +1 26 29.3
 BW2215
 BW2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2215!SPC MS W     -   0.99998121  x   0.99995037  =   0.99993159
 BW2215!UTM  15      -   0.99998121  x   1.00041835  =   1.00039956
 BW2215
 BW2215|---------------------------------------------------------------------|
 BW2215| PID    Reference Object                     Distance      Geod. Az  |
 BW2215|                                                           dddmmss.s |
 BW2215| CY3981 CARNEY RM 1                          28.875 METERS 00953     |
 BW2215| CY3982 CARNEY RM 2                          25.989 METERS 09928     |
 BW2215| BW2219 COPIAH                              APPROX. 6.4 KM 2784746.5 |
 BW2215| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX.10.3 KM 3092738.5 |
 BW2215| CY3980 CARNEY AZ MK                                       3390603.6 |
 BW2215|---------------------------------------------------------------------|
 BW2215
 BW2215                          SUPERSEDED SURVEY CONTROL
 BW2215
 BW2215  NAD 83(1986)-  31 55 30.14668(N)    090 16 32.26818(W) AD(       ) 1
 BW2215  NAD 27      -  31 55 29.58100(N)    090 16 31.95100(W) AD(       ) 1
 BW2215  NGVD 29 (07/19/86)  145.84   (m)          478.5    (f) LEVELING    3  
 BW2215
 BW2215.Superseded values are not recommended for survey control.
 BW2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2215.See file dsdata.txt to determine how the superseded data were derived.
 BW2215
 BW2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5758335367(NAD 83)
 BW2215_MARKER: DS = TRIANGULATION STATION DISK
 BW2215_SETTING: 0 = UNSPECIFIED SETTING
 BW2215
 BW2215  HISTORY     - Date     Condition        Report By
 BW2215  HISTORY     - 1945     MONUMENTED       CGS
 BW2215  HISTORY     - 1955     GOOD             CGS
 BW2215  HISTORY     - 1966     GOOD             MSHD
 BW2215
 BW2215                          STATION DESCRIPTION
 BW2215
 BW2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2215'STATION IS LOCATED ABOUT 6 MILES SE OF CRYSTAL SPRINGS ON
 BW2215'LAND OWNED BY X.L. CARNEY.  IT IS 62 FEET NW OF THE NW CORNER
 BW2215'OF MR. CARNEYS GARAGE, 20 FEET E OF THE FENCE, AND 82 FEET
 BW2215'SW OF THE APPROXIMATE CENTER OF THE ROAD.
 BW2215'
 BW2215'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW2215'POST, STAMPED CARNEY 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2215'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2215'
 BW2215'REFERENCE MARK 1 IS 94.73 FEET N OF THE STATION, 3 FEET S OF
 BW2215'A FENCE CORNER, AND 20 FEET SW OF THE APPROXIMATE CENTER
 BW2215'OF THE ROAD.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 BW2215'CONCRETE POST, STAMPED CARNEY NO 1 1945, AND ABOUT FLUSH
 BW2215'WITH THE GROUND.
 BW2215'
 BW2215'REFERENCE MARK 2 IS 85.26 FEET E OF THE STATION, 58 FEET NE
 BW2215'OF THE NW CORNER OF MR. CARNEYS STORE, 56 FEET N OF THE NE CORNER
 BW2215'OF THE STORE, AND 20 FEET SW OF THE APPROXIMATE CENTER OF THE
 BW2215'ROAD.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 BW2215'POST, STAMPED CARNEY NO 2 1945, AND ABOUT FLUSH WITH THE
 BW2215'GROUND.
 BW2215'
 BW2215'AZIMUTH MARK IS ABOUT 0.5 MILE NW OF THE STATION IN THE
 BW2215'HARMONY BAPTIST CHURCH YARD, 30 FEET N OF THE SW CORNER OF
 BW2215'THE CHURCH, 46 FEET W OF THE NW CORNER OF THE CHURCH, AND
 BW2215'3 FEET E OF A POWER POLE.  IT IS A BRONZE AZIMUTH DISK SET IN
 BW2215'TOP OF A CONCRETE POST AND STAMPED CARNEY 1945.
 BW2215'
 BW2215'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL SPRINGS,
 BW2215'GO E 0.3 MILE TO THE END OF THE STREET, TURN RIGHT AND GO 0.3
 BW2215'MILE TO A FORK, TAKE LEFT FORK AND GO 1.2 MILES TO A T-ROAD
 BW2215'RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A FORK, TAKE
 BW2215'LEFT FORK AND GO 3.35 MILES TO THE HARMONY BAPTIST CHURCH
 BW2215'ON THE LEFT AND THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD
 BW2215'FOR 0.55 MILE TO MR. CARNEYS STORE ON THE RIGHT AND STATION.
 BW2215'
 BW2215'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2215
 BW2215                          STATION RECOVERY (1955)
 BW2215
 BW2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2215'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BW2215'CONDITION.  THE 1945 DESCRIPTION IS ADEQUATE.
 BW2215
 BW2215                          STATION RECOVERY (1966)
 BW2215
 BW2215'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BW2215'THE STATION WAS VISITED 2-14-66 AND THE STATION R.M. 1 AND
 BW2215'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BW2215'NOT FOUND.
 BW2215'
 BW2215'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BW2215'OFFICE ON EAST MARION STREET IN CRYSTAL SPRINGS GO EAST FOR 0.2
 BW2215'MILES TO A T-INTERSECTION, TURN RIGHT AND GO 0.25 MILES
 BW2215'TO A FORK, TAKE LEFT FORK AND GO 6.75 MILES TO CARNEYS STORE
 BW2215'AND THE STATION ON THE RIGHT AS DESCRIBED.  THE STATION DISK
 BW2215'IS STAMPED CARNEY (1945) AND FLUSH WITH THE GROUND.
 BW2215'
 BW2215'IT IS 62 FEET NORTHWEST OF NORTHWEST CORNER OF THE GARAGE, AND 19.5
 BW2215'FEET SOUTHEAST OF A WHITE WOOD FENCE.
 BW2215'
 BW2215'R.M. 1 IS 28 FEET WEST OF BLACKTOP ROAD, 21 FEET NORTH OF
 BW2215'TELEPHONE POLE, 2 FEET EAST OF A METAL WITNESS POST, 1.3 FEET
 BW2215'SOUTHEAST OF SOUTHWEST CORNER OF COLONIAL BREAD SIGN, STAMPED
 BW2215'CARNEY NO. 1 1945, AND PROJECTS 2 INCHES.
 BW2215'
 BW2215'R.M. 2 IS 32 FEET SOUTHWEST OF CENTER OF BLACKTOP ROAD, 7.7
 BW2215'FEET NORTH PURE OIL SIGN, STAMPED CARNEY NO. 2 1945 AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1946 ***********************************************************************
 EG1946  DESIGNATION -  CAROL CONE AZ MK 2
 EG1946  PID         -  EG1946
 EG1946  STATE/COUNTY-  MS/LEE
 EG1946  USGS QUAD   -  SHERMAN (1980)
 EG1946
 EG1946                         *CURRENT SURVEY CONTROL
 EG1946  ___________________________________________________________________
 EG1946* NAD 83(1986)-  34 15 52.     (N)    088 45 57.     (W)     SCALED    
 EG1946* NAVD 88     -       107.104  (meters)     351.39   (feet)  POSTED    
 EG1946  ___________________________________________________________________
 EG1946  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1946  DYNAMIC HT  -         107.000 (meters)     351.05  (feet)  COMP
 EG1946  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EG1946
 EG1946  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EG1946
 EG1946.This mark is at C D Lemons Municipal Airport (TUP)
 EG1946
 EG1946.The horizontal coordinates were scaled from a topographic map and have
 EG1946.an estimated accuracy of +/- 6 seconds.
 EG1946
 EG1946.The orthometric height was determined by differential leveling
 EG1946.and adjusted by the  in 1992.
 EG1946.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EG1946.rate of 3.1 thru 4.0 mm/km.
 EG1946
 EG1946.The geoid height was determined by GEOID03.
 EG1946
 EG1946.The dynamic height is computed by dividing the NAVD 88
 EG1946.geopotential number by the normal gravity value computed on the
 EG1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1946.degrees latitude (g = 980.6199 gals.).
 EG1946
 EG1946.The modeled gravity was interpolated from observed gravity values.
 EG1946
 EG1946;                    North         East    Units  Estimated Accuracy
 EG1946;SPC MS E     -   528,280.      306,220.      MT  (+/- 180 meters Scaled)
 EG1946
 EG1946                          SUPERSEDED SURVEY CONTROL
 EG1946
 EG1946.No superseded survey control is available for this station.
 EG1946
 EG1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC374928(NAD 83)
 EG1946_MARKER: DZ = AZIMUTH MARK DISK
 EG1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1946_SP_SET: CONCRETE POST
 EG1946_STAMPING: CAROL CONE 1950 AZ 2 1967
 EG1946_MARK LOGO: CGS   
 EG1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1946+STABILITY: SURFACE MOTION
 EG1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1946+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1984
 EG1946
 EG1946  HISTORY     - Date     Condition        Report By
 EG1946  HISTORY     - 1967     MONUMENTED       CGS
 EG1946  HISTORY     - 19840621 GOOD             NGS
 EG1946  HISTORY     - 19840711 GOOD             MSHD
 EG1946  HISTORY     - 1988     GOOD             MSU
 EG1946  HISTORY     - 20031112 POOR             INDIV
 EG1946
 EG1946                          STATION DESCRIPTION
 EG1946
 EG1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EG1946'THE MARK IS LOCATED ON THE TUPELO, MUNICIPAL AIRPORT, 0.24 MI (0.39
 EG1946'KM) NORTH OF THE TERMINAL BUILDING.  TO REACH FROM THE JUNCTION OF
 EG1946'STATE HIGHWAY 6 AND NATCHEZ TRACE PARKWAY IN TUPELO, GO WEST ON STATE
 EG1946'HIGHWAY 6 FOR 0.8 MI (1.3 KM) TO A CROSSROAD, TURN RIGHT AND GO NORTH
 EG1946'ON COLEY ROAD FOR 2.15 MI (3.46 KM) TO A CROSSROAD, TURN RIGHT AND GO
 EG1946'EAST AND SOUTH ON PAVED ROAD FOR 1.6 MI (2.6 KM) TO A T-ROAD (JACKSON
 EG1946'STREET) , TURN RIGHT AND GO WEST ON JACKSON STREET FOR 0.1 MI (0.2 KM)
 EG1946'TO MARK ON LEFT.  AZIMUTH MARK IS A STANDARD DISK, STAMPED--CAROL CONE
 EG1946'1950 AZI 2 1967--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 EG1946'GROUND.  IT IS 37.8 M (124.0 FT) NORTH OF THE NORTHWEST CORNER OF THE
 EG1946'NATIONAL GUARD BUILDING, 22.5 M (73.8 FT) EAST OF THE CENTER OF PAVED
 EG1946'ROAD LEADING TO TERMINAL BUILDING, 15.2 M (49.9 FT) WEST OF POWER POLE
 EG1946'NO 2661, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF JACKSON STREET, 2.4 M
 EG1946'(7.9 FT) NORTH OF NORTH EDGE OF PARKING LOT FOR ARMORY AND 0.24 M
 EG1946'(0.79 FT) SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 EG1946
 EG1946                          STATION RECOVERY (1984)
 EG1946
 EG1946'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1946'TO REACH FROM TUPELO JUNIOR HIGH SCHOOL IN TUPELO, GO NORTH ON GLOSTER
 EG1946'ST (OLD US HIGHWAY 45) FOR 0.64 KM (0.40 MI) TO INTERSECTION OF
 EG1946'JACKSON ST, TURN LEFT GO WEST ON JACKSON STREET FOR 4.51 KM (2.80 MI)
 EG1946'TO A SIDE ROAD THE THE MARK ON THE LEFT.  IT IS 22.56 M (74.0 FT) EAST
 EG1946'OF THE CENTER OF A PAVED ROAD LEADING TO THE AIRPORT TERMINAL, 15.2 M
 EG1946'(49.9 FT) WEST OF POWER POLE NO 2661, 37.8 M (124.0 FT) NORTH OF THE
 EG1946'NORTHWEST CORNER OF THE NATIONAL GUARD ARMORY, 7.32 M (24.0 FT) SOUTH
 EG1946'OF THE CENTER OF JACKSON ST, 2.44 M (8.0 FT) OF THE NORTH EDGE OF A
 EG1946'PARKING LOT, 0.24 M (0.8 FT) SOUTHWEST OF A METAL WITNESS POST AND SET
 EG1946'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EG1946
 EG1946                          STATION RECOVERY (1988)
 EG1946
 EG1946'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AT)
 EG1946'RECOVERED IN GOOD CONDITION.
 EG1946
 EG1946                          STATION RECOVERY (2003)
 EG1946
 EG1946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLC)
 EG1946'THE MARK HAS BEEN DISTURBED. THE CONCRETE BASE IS INTACT, BUT THE
 EG1946'MONUMENT (DISK) IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1945 ***********************************************************************
 EG1945  DESIGNATION -  CAROL CONE RESET
 EG1945  PID         -  EG1945
 EG1945  STATE/COUNTY-  MS/LEE
 EG1945  USGS QUAD   -  SHERMAN (1980)
 EG1945
 EG1945                         *CURRENT SURVEY CONTROL
 EG1945  ___________________________________________________________________
 EG1945* NAD 83(1993)-  34 15 51.83974(N)    088 46 19.20668(W)     ADJUSTED  
 EG1945* NAVD 88     -       104.599  (meters)     343.17   (feet)  POSTED    
 EG1945  ___________________________________________________________________
 EG1945  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 EG1945  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1945  DYNAMIC HT  -         104.500 (meters)     342.85  (feet)  COMP
 EG1945  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EG1945
 EG1945  HORZ ORDER  -  THIRD
 EG1945  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1945
 EG1945.This mark is at C D Lemons Municipal Airport (TUP)
 EG1945
 EG1945.The horizontal coordinates were established by classical geodetic methods
 EG1945.and adjusted by the National Geodetic Survey in May 1994.
 EG1945
 EG1945.The orthometric height was determined by differential leveling
 EG1945.and adjusted by the  in 1992.
 EG1945.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1945.rate of 0.0 thru 1.0 mm/km.
 EG1945
 EG1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1945
 EG1945.The geoid height was determined by GEOID03.
 EG1945
 EG1945.The dynamic height is computed by dividing the NAVD 88
 EG1945.geopotential number by the normal gravity value computed on the
 EG1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1945.degrees latitude (g = 980.6199 gals.).
 EG1945
 EG1945.The modeled gravity was interpolated from observed gravity values.
 EG1945
 EG1945;                    North         East     Units Scale Factor Converg.
 EG1945;SPC MS E     -   528,275.956   305,648.198   MT  0.99995039   +0 02 04.3
 EG1945;SPC MS E     - 1,733,185.37  1,002,780.80   sFT  0.99995039   +0 02 04.3
 EG1945;UTM  16      - 3,792,893.365   336,858.617   MT  0.99992808   -0 59 52.4
 EG1945
 EG1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1945!SPC MS E     -   0.99998790  x   0.99995039  =   0.99993829
 EG1945!UTM  16      -   0.99998790  x   0.99992808  =   0.99991598
 EG1945
 EG1945|---------------------------------------------------------------------|
 EG1945| PID    Reference Object                     Distance      Geod. Az  |
 EG1945|                                                           dddmmss.s |
 EG1945| EG0535 CAROL CONE RM 1                      24.097 METERS 05443     |
 EG1945| EG1946 CAROL CONE AZ MK 2                                 0871249.4 |
 EG1945| AI3015 CAROL CONE AZ MK                                   0871221.3 |
 EG1945| EG1553 TUPELO MUNICIPAL TANK               APPROX. 6.1 KM 0901859.6 |
 EG1945| EG1561 TUPELO COUNTY CTHSE                 APPROX. 6.2 KM 0954820.3 |
 EG1945| EG1559 TUPELO CARNATION MILK STACK         APPROX. 5.9 KM 1012417.1 |
 EG1945| EG1562 TUPELO TVA STEAM PLANT STACK        APPROX. 6.4 KM 1013303.0 |
 EG1945| EG1558 TUPELO FED COMPRESS TANK            APPROX. 6.6 KM 1034658.4 |
 EG1945| EG1587 AIRPORT BCN TUPELO AIRPORT          APPROX. 0.6 KM 1250721.1 |
 EG1945| EG0538 CAROL CONE RM 2                      21.946 METERS 15958     |
 EG1945|---------------------------------------------------------------------|
 EG1945
 EG1945                          SUPERSEDED SURVEY CONTROL
 EG1945
 EG1945  NAD 83(1993)-  34 15 51.84828(N)    088 46 19.20353(W) AD(       ) 3
 EG1945  NAD 83(1986)-  34 15 51.85202(N)    088 46 19.20487(W) AD(       ) 3
 EG1945
 EG1945.Superseded values are not recommended for survey control.
 EG1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1945.See file dsdata.txt to determine how the superseded data were derived.
 EG1945
 EG1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3685992893(NAD 83)
 EG1945_MARKER: DS = TRIANGULATION STATION DISK
 EG1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1945_SP_SET: CONCRETE POST
 EG1945_STAMPING: CAROL CONE 1950 1984
 EG1945_MARK LOGO: NGS   
 EG1945_PROJECTION: FLUSH
 EG1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1945+STABILITY: SURFACE MOTION
 EG1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1945+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EG1945
 EG1945  HISTORY     - Date     Condition        Report By
 EG1945  HISTORY     - 1984     MONUMENTED       NGS
 EG1945  HISTORY     - 19840621 GOOD             NGS
 EG1945  HISTORY     - 1988     GOOD             MSU
 EG1945
 EG1945                          STATION DESCRIPTION
 EG1945
 EG1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EG1945'TO REACH FROM JUNCTION OF STATE HIGHWAY 6 AND NATCHEZ TRACE PARKWAY AT
 EG1945'TUPELO, GO WEST ON HIGHWAY 6 FOR 1.29 KM (0.80 MI) TO A CROSSROAD,
 EG1945'TURN RIGHT GO NORTH ON COLEY ROAD FOR 1.61 KM (1.00 MI) TO A SIDE ROAD
 EG1945'ON THE LEFT (JACKSON ST) TO A LOCKED GATE ON THE RIGHT AND THE MARK ON
 EG1945'THE RIGHT THRU THE GATE.  IT IS 17.98 M (59.0 FT) WEST OF THE WEST
 EG1945'EDGE OF THE NORTHSIDE RUNWAY, 76.81 M (252.0 FT) EAST OF CENTER COLEY
 EG1945'ROAD, 65.68 M (215.5 FT) SOUTHEAST OF THE SOUTH METAL GATEPOST, 53.95
 EG1945'M (177.0 FT) EAST OF FENCE, 38.40 M (126.0 FT) SOUTH SOUTHEAST OF A
 EG1945'METAL CABLE WARNING SIGN, 28.96 M (95.0 FT) SOUTH OF THE EXTENDED
 EG1945'CENTERLINE OF JACKSON ST, 0.76 M (2.5 FT) NORTH OF A CARSONITE WITNESS
 EG1945'POST AND SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EG1945
 EG1945                          STATION RECOVERY (1984)
 EG1945
 EG1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EG1945'THE STATION UNDERGROUND MARK AND AZIMUTH MARK 2 WERE RECOVERED IN GOOD
 EG1945'CONDITION.  NO OTHER REFERENCES FOR THE STATION WAS FOUND.  THE AREA
 EG1945'HAD BEEN FILLED ABOUT 2 FT (0.6 M) AND A NEW RUNWAY CONSTRUCTED ABOUT
 EG1945'600 FT (182.9 M) EAST OF THE STATION SITE.  A NEW STATION SURFACE MARK
 EG1945'WAS SET OVER THE UNDERGROUND MARK, WHICH 4.5 FT (1.4 M) BELOW THE
 EG1945'SURFACE AND NEW REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS
 EG1945'DATE.  A NEW DESCRIPTION FOLLOWS.
 EG1945' 
 EG1945'THE STATION IS LOCATED ON THE WEST SIDE OF THE TURELO MUNICIPAL
 EG1945'AIRPORT, ABOUT 600 FT (182.9 M) WEST OF THE NORTH SOUTH RUNWAY.  TO
 EG1945'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND NATCHEZ
 EG1945'TRACE PARKWAY, AT TURELO GO WEST ON STATE HIGHWAY 6 FOR 0.8 MI (1.3
 EG1945'KM) TO A CROSSROAD, TURN RIGHT AND GO NORTH ON COLEY ROAD FOR 1.0 MI
 EG1945'(1.6 KM) TO A SIDEROAD ON THE LEFT (JACKSON ST) AND A LOCKED GATE AND
 EG1945'STATION ON THE RIGHT AS DESCRIBED.
 EG1945' 
 EG1945'STATION MARK IS A STANDARD NGS DISK, STAMPED--CAROL CONE 1950 1984--,
 EG1945'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 EG1945'179.8 M (589.9 FT) WEST OF THE WEST EDGE OF NORTH-SOUTH RUNWAY, 76.8 M
 EG1945'(252.0 FT) EAST OF THE CENTER OF COLEY ROAD, 65.7 M (215.6 FT)
 EG1945'SOUTHEAST OF THE SOUTH METAL GATE POST, 53.9 M (176.8 FT) EAST OF
 EG1945'FENCE, 38.4 M (126.0 FT) SOUTH SOUTHEAST OF A METAL CABLE WARNING
 EG1945'SIGN, 29.0 M (95.1 FT) SOUTH OF THE EXTENDED CENTER LINE OF JACKSON
 EG1945'STREET, 0.76 M (2.49 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.60 M
 EG1945'(1.97 FT) SOUTH OF A FIBERGLASS WITNESS POST.  REFERENCE MARK NO 3 IS
 EG1945'A STANDARD NGS DISK STAMPED--CAROL CONE 1950 NO 3 1984--, SET IN TOP
 EG1945'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 63.7 M (209.0
 EG1945'FT) SOUTH OF THE SOUTH METAL GATE POST, 44.0 M (144.4 FT) SOUTH
 EG1945'SOUTHEAST OF A POWERLINE BRACE POLE WITH GUY WIRES, 22.9 M (75.1 FT)
 EG1945'EAST OF THE CENTER OF COLEY ROAD AND 0.30 M (0.98 FT) EAST OF A
 EG1945'FIBERGLASS WITNESS POST SET IN FENCELINE. REFERENCE MARK NO 4 IS A
 EG1945'STANDARD NGD DISK, STAMPED--CAROL CONE 1950 NO 4 1984--, SET IN TOP OF
 EG1945'A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 24.4 M (80.1 FT)
 EG1945'EAST OF THE CENTER OF COLEY ROAD, 15.8 M (51.8 FT) NORTH OF THE
 EG1945'EXTENDED CENTER LINE OF JACKSON STREET, 16.5 M (54.1 FT) EAST
 EG1945'NORTHEAST OF A POWER POLE WITH STREET LIGHT, 0.9 M (3.0 FT) NORTH
 EG1945'NORTHEAST OF THE NORTH METAL GATE POST AND 0.30 M (0.98 FT) EAST OF A
 EG1945'FIBERGLASS WITNESS POST SET IN FENCELINE. AZIMUTH MARK IS A STANDARD
 EG1945'DISK, STAMPED--CAROL CONE 1950 AZI 2 1967-, SET IN A ROUND CONCRETE
 EG1945'POST, FLUSH WITH THE GROUND.  IT IS 22.5 M (73.8 FT) EAST OF PAVED
 EG1945'ROAD LEADING TO AIRPORT TERIMAL 15.2 M (49.9 FT) WEST OF POWER POLE NO
 EG1945'2661, 37.8 M (124.0 FT) NORTH OF THE NORTHWEST CORNER OF NATIONAL
 EG1945'GUARD BUILDING, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF JACKSON STREET,
 EG1945'2.4 M (7.9 FT) NORTH OF THE NORTH EDGE OF PARKING LOT FOR ARMORY AND
 EG1945'0.24 M (0.79 FT) SOUTHWEST OF A METAL WITNESS POST AND SIGN.  TO REACH
 EG1945'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COLEY ROAD FOR 1.15 MI
 EG1945'(1.85 KM) TO A CROSSROAD, TURN RIGHT AND GO EAST AND SOUTH ON PAVED
 EG1945'ROAD FOR 1.6 MI (2.6 KM) TO A T-ROAD (JACKSON STREET) , TURN RIGHT AND
 EG1945'GO WEST ON JACKSON STREET FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT.
 EG1945
 EG1945                          STATION RECOVERY (1988)
 EG1945
 EG1945'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988
 EG1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0535 ***********************************************************************
 EG0535  DESIGNATION -  CAROL CONE RM 1
 EG0535  PID         -  EG0535
 EG0535  STATE/COUNTY-  MS/LEE
 EG0535  USGS QUAD   -  SHERMAN (1980)
 EG0535
 EG0535                         *CURRENT SURVEY CONTROL
 EG0535  ___________________________________________________________________
 EG0535* NAD 83(1986)-  34 15 51.     (N)    088 46 19.     (W)     SCALED    
 EG0535* NAVD 88     -       104.664  (meters)     343.39   (feet)  ADJUSTED  
 EG0535  ___________________________________________________________________
 EG0535  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0535  DYNAMIC HT  -         104.559 (meters)     343.04  (feet)  COMP
 EG0535  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EG0535
 EG0535  VERT ORDER  -  SECOND    CLASS 0
 EG0535
 EG0535.This mark is at C D Lemons Municipal Airport (TUP)
 EG0535
 EG0535.The horizontal coordinates were scaled from a topographic map and have
 EG0535.an estimated accuracy of +/- 6 seconds.
 EG0535
 EG0535.The orthometric height was determined by differential leveling
 EG0535.and adjusted in June 1991.
 EG0535
 EG0535.The geoid height was determined by GEOID03.
 EG0535
 EG0535.The dynamic height is computed by dividing the NAVD 88
 EG0535.geopotential number by the normal gravity value computed on the
 EG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0535.degrees latitude (g = 980.6199 gals.).
 EG0535
 EG0535.The modeled gravity was interpolated from observed gravity values.
 EG0535
 EG0535;                    North         East    Units  Estimated Accuracy
 EG0535;SPC MS E     -   528,250.      305,650.      MT  (+/- 180 meters Scaled)
 EG0535
 EG0535                          SUPERSEDED SURVEY CONTROL
 EG0535
 EG0535  NGVD 29 (??/??/92)  104.630  (m)          343.27   (f) ADJ UNCH    2 0
 EG0535
 EG0535.Superseded values are not recommended for survey control.
 EG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0535.See file dsdata.txt to determine how the superseded data were derived.
 EG0535
 EG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC368928(NAD 83)
 EG0535_MARKER: DR = REFERENCE MARK DISK
 EG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0535_STAMPING: CAROL CONE R.M. 1 1950
 EG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0535+STABILITY: SURFACE MOTION
 EG0535
 EG0535  HISTORY     - Date     Condition        Report By
 EG0535  HISTORY     - 1950     MONUMENTED       CGS
 EG0535  HISTORY     - 1965     GOOD             MSHD
 EG0535  HISTORY     - 1971     GOOD             NGS
 EG0535
 EG0535                          STATION DESCRIPTION
 EG0535
 EG0535'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0535'4.0 MI NW FROM TUPELO.
 EG0535'THE MARK IS LOCATED 4 MILES WEST OF TUPELO IN THE NORTHWEST CORNER OF
 EG0535'THE TUPELO AIRPORT, 139 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EG0535'OLD ADMINISTRATION BUILDING.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0535'12-INCH ROUND, CONCRETE POST.  IT IS 51 FEET SOUTH OF THE APPROXIMATE
 EG0535'CENTER OF THE GRAVEL ROAD, 79 FEET NORTHEAST OF THE STATION CAROL CONE
 EG0535'1950, ABOUT LEVEL WITH THE STATION AND PROJECTS 3 INCHES.
 EG0535
 EG0535                          STATION RECOVERY (1971)
 EG0535
 EG0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0538 ***********************************************************************
 EG0538  DESIGNATION -  CAROL CONE RM 2
 EG0538  PID         -  EG0538
 EG0538  STATE/COUNTY-  MS/LEE
 EG0538  USGS QUAD   -  SHERMAN (1980)
 EG0538
 EG0538                         *CURRENT SURVEY CONTROL
 EG0538  ___________________________________________________________________
 EG0538* NAD 83(1986)-  34 15 51.     (N)    088 46 19.     (W)     SCALED    
 EG0538* NAVD 88     -       103.822  (meters)     340.62   (feet)  ADJUSTED  
 EG0538  ___________________________________________________________________
 EG0538  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0538  DYNAMIC HT  -         103.719 (meters)     340.28  (feet)  COMP
 EG0538  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EG0538
 EG0538  VERT ORDER  -  SECOND    CLASS 0
 EG0538
 EG0538.This mark is at C D Lemons Municipal Airport (TUP)
 EG0538
 EG0538.The horizontal coordinates were scaled from a topographic map and have
 EG0538.an estimated accuracy of +/- 6 seconds.
 EG0538
 EG0538.The orthometric height was determined by differential leveling
 EG0538.and adjusted in June 1991.
 EG0538
 EG0538.The geoid height was determined by GEOID03.
 EG0538
 EG0538.The dynamic height is computed by dividing the NAVD 88
 EG0538.geopotential number by the normal gravity value computed on the
 EG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0538.degrees latitude (g = 980.6199 gals.).
 EG0538
 EG0538.The modeled gravity was interpolated from observed gravity values.
 EG0538
 EG0538;                    North         East    Units  Estimated Accuracy
 EG0538;SPC MS E     -   528,250.      305,650.      MT  (+/- 180 meters Scaled)
 EG0538
 EG0538                          SUPERSEDED SURVEY CONTROL
 EG0538
 EG0538  NGVD 29 (??/??/92)  103.789  (m)          340.51   (f) ADJ UNCH    2 0
 EG0538
 EG0538.Superseded values are not recommended for survey control.
 EG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0538.See file dsdata.txt to determine how the superseded data were derived.
 EG0538
 EG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC368928(NAD 83)
 EG0538_MARKER: DR = REFERENCE MARK DISK
 EG0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0538_STAMPING: CAROL CONE RM. 2 1950
 EG0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0538+STABILITY: SURFACE MOTION
 EG0538
 EG0538  HISTORY     - Date     Condition        Report By
 EG0538  HISTORY     - 1950     MONUMENTED       CGS
 EG0538  HISTORY     - 1965     GOOD             MSHD
 EG0538  HISTORY     - 1971     POOR             NGS
 EG0538
 EG0538                          STATION DESCRIPTION
 EG0538
 EG0538'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0538'4.0 MI NW FROM TUPELO.
 EG0538'THE MARK IS LOCATED 4 MILES WEST OF TUPELO IN THE NORTHWEST CORNER OF
 EG0538'THE TUPELO AIRPORT, 139 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EG0538'OLD ADMINISTRATION BUILDING.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0538'12-INCH ROUND, CONCRETE POST.  IT IS 85 FEET WEST OF THE NORTHWEST
 EG0538'CORNER OF AN OLD HANGER BUILDING AND 72 FEET SOUTHEAST OF A
 EG0538'TRIANGULATION STATION CAROL CONE 1950, ABOUT LEVEL WITH THE STATION
 EG0538'AND PROJECTS 3 INCHES.
 EG0538
 EG0538                          STATION RECOVERY (1971)
 EG0538
 EG0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG0538'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1943 ***********************************************************************
 EG1943  DESIGNATION -  CAROL CONE RM 3
 EG1943  PID         -  EG1943
 EG1943  STATE/COUNTY-  MS/LEE
 EG1943  USGS QUAD   -  SHERMAN (1980)
 EG1943
 EG1943                         *CURRENT SURVEY CONTROL
 EG1943  ___________________________________________________________________
 EG1943* NAD 83(1986)-  34 15 51.     (N)    088 46 19.     (W)     SCALED    
 EG1943* NAVD 88     -       104.509  (meters)     342.88   (feet)  POSTED    
 EG1943  ___________________________________________________________________
 EG1943  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1943  DYNAMIC HT  -         104.400 (meters)     342.52  (feet)  COMP
 EG1943  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EG1943
 EG1943  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1943
 EG1943.This mark is at C D Lemons Municipal Airport (TUP)
 EG1943
 EG1943.The horizontal coordinates were scaled from a topographic map and have
 EG1943.an estimated accuracy of +/- 6 seconds.
 EG1943
 EG1943.The orthometric height was determined by differential leveling
 EG1943.and adjusted by the  in 1992.
 EG1943.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1943.rate of 0.0 thru 1.0 mm/km.
 EG1943
 EG1943.The geoid height was determined by GEOID03.
 EG1943
 EG1943.The dynamic height is computed by dividing the NAVD 88
 EG1943.geopotential number by the normal gravity value computed on the
 EG1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1943.degrees latitude (g = 980.6199 gals.).
 EG1943
 EG1943.The modeled gravity was interpolated from observed gravity values.
 EG1943
 EG1943;                    North         East    Units  Estimated Accuracy
 EG1943;SPC MS E     -   528,250.      305,650.      MT  (+/- 180 meters Scaled)
 EG1943
 EG1943                          SUPERSEDED SURVEY CONTROL
 EG1943
 EG1943.No superseded survey control is available for this station.
 EG1943
 EG1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC368928(NAD 83)
 EG1943_MARKER: DR = REFERENCE MARK DISK
 EG1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1943_SP_SET: CONCRETE POST
 EG1943_STAMPING: CAROL CONE 1950 NO 3 1984
 EG1943_MARK LOGO: NGS   
 EG1943_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1943+STABILITY: SURFACE MOTION
 EG1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1943+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1985
 EG1943
 EG1943  HISTORY     - Date     Condition        Report By
 EG1943  HISTORY     - 1984     MONUMENTED       NGS
 EG1943  HISTORY     - 19850415 GOOD             MSHD
 EG1943  HISTORY     - 1988     GOOD             MSU
 EG1943
 EG1943                          STATION DESCRIPTION
 EG1943
 EG1943'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1943'TO REACH FROM JUNCTION OF STATE HIGHWAY 6 AND NATCHEZ TARACE PARKWAY
 EG1943'AT TUPELO, GO WEST ON HIGHWAY 6 FOR 1.29 KM (0.80 MI) LTO A CROSS
 EG1943'ROAD, TURN RIGHT GO NORTH ON COLEY ROAD FOR 1.61 KM (1.00 MI) TO A
 EG1943'SIDE ROAD ON THE LEFT (JACKSON ST) TO A LOCKED GATE ON THE RIGHT AND
 EG1943'THE MARK ON THE RIGHT THRU THE GATE.  IT IS 63.70 M (209.0 FT) SOUTH
 EG1943'OF THE SOUTH METAL GATE POST, 44.04 M (144.5 FT) SOUTH SOUTHEAST OF A
 EG1943'POWERLINE BRACE POLE WITH GUY WIRES, 22.86 M (75.0 FT) EAST CENTER OF
 EG1943'COLEY ROAD, 0.3 M (1.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 EG1943'CARSONITE WITNESS POST AND SET IN A ROUND CONCRETE POST.
 EG1943
 EG1943                          STATION RECOVERY (1988)
 EG1943
 EG1943'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AT)
 EG1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1944 ***********************************************************************
 EG1944  DESIGNATION -  CAROL CONE RM 4
 EG1944  PID         -  EG1944
 EG1944  STATE/COUNTY-  MS/LEE
 EG1944  USGS QUAD   -  SHERMAN (1980)
 EG1944
 EG1944                         *CURRENT SURVEY CONTROL
 EG1944  ___________________________________________________________________
 EG1944* NAD 83(1986)-  34 15 51.     (N)    088 46 19.     (W)     SCALED    
 EG1944* NAVD 88     -       105.756  (meters)     346.97   (feet)  POSTED    
 EG1944  ___________________________________________________________________
 EG1944  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1944  DYNAMIC HT  -         105.650 (meters)     346.62  (feet)  COMP
 EG1944  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 EG1944
 EG1944  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1944
 EG1944.This mark is at C D Lemons Municipal Airport (TUP)
 EG1944
 EG1944.The horizontal coordinates were scaled from a topographic map and have
 EG1944.an estimated accuracy of +/- 6 seconds.
 EG1944
 EG1944.The orthometric height was determined by differential leveling
 EG1944.and adjusted by the  in 1992.
 EG1944.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1944.rate of 0.0 thru 1.0 mm/km.
 EG1944
 EG1944.The geoid height was determined by GEOID03.
 EG1944
 EG1944.The dynamic height is computed by dividing the NAVD 88
 EG1944.geopotential number by the normal gravity value computed on the
 EG1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1944.degrees latitude (g = 980.6199 gals.).
 EG1944
 EG1944.The modeled gravity was interpolated from observed gravity values.
 EG1944
 EG1944;                    North         East    Units  Estimated Accuracy
 EG1944;SPC MS E     -   528,250.      305,650.      MT  (+/- 180 meters Scaled)
 EG1944
 EG1944                          SUPERSEDED SURVEY CONTROL
 EG1944
 EG1944.No superseded survey control is available for this station.
 EG1944
 EG1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC368928(NAD 83)
 EG1944_MARKER: DR = REFERENCE MARK DISK
 EG1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1944_SP_SET: CONCRETE POST
 EG1944_STAMPING: CAROL CONE 1950 NO 4 1984
 EG1944_MARK LOGO: NGS   
 EG1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1944+STABILITY: SURFACE MOTION
 EG1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1944+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1985
 EG1944
 EG1944  HISTORY     - Date     Condition        Report By
 EG1944  HISTORY     - 1984     MONUMENTED       NGS
 EG1944  HISTORY     - 19850415 GOOD             MSHD
 EG1944  HISTORY     - 1988     GOOD             MSU
 EG1944
 EG1944                          STATION DESCRIPTION
 EG1944
 EG1944'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1985
 EG1944'TO REACH FROM JUNCTION OF STATE HIGHWAY 6 AND NATCHEZ TRACE PARKWAY AT
 EG1944'TUPELO, GO WEST ON HIGHWAY 6 FOR 1.29 KM (0.80 MI) TO A CROSSROAD,
 EG1944'TURN RIGHT GO NORTH ON COLEY ROAD FOR 1.61 KM (1.00 MI) TO A SIDE ROAD
 EG1944'ON THE LEFT (JACKSON ST) TO A LOCKED GATE ON THE RIGHT AND THE MARK ON
 EG1944'THE RIGHT THRU THE GATE.  IT IS 24.38 M (80.0 FT) EAST CENTER COLEY
 EG1944'ROAD, 15.85 M (52.0 FT) NORTH EXTENDED CENTERLINE OF JACKSON ST.,
 EG1944'16.46 M (54.0 FT) EAST NORTHEAST OF A POWER POLE WITH A STREET LIGHT,
 EG1944'.91 M (3.0 FT) NORTH NORTHEAST OF THE NORTH METAL GATEPOST, 0.3 M
 EG1944'(1.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS
 EG1944'POST.
 EG1944
 EG1944                          STATION RECOVERY (1988)
 EG1944
 EG1944'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AT)
 EG1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2733 ***********************************************************************
 CP2733  DESIGNATION -  CARPENTER
 CP2733  PID         -  CP2733
 CP2733  STATE/COUNTY-  MS/COPIAH
 CP2733  USGS QUAD   -  UTICA WEST (1962)
 CP2733
 CP2733                         *CURRENT SURVEY CONTROL
 CP2733  ___________________________________________________________________
 CP2733* NAD 83(1993)-  32 00 24.33179(N)    090 38 30.38867(W)     ADJUSTED  
 CP2733* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 CP2733  ___________________________________________________________________
 CP2733  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CP2733  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2733  HORZ ORDER  -  SECOND
 CP2733
 CP2733.The horizontal coordinates were established by classical geodetic methods
 CP2733.and adjusted by the National Geodetic Survey in May 1994.
 CP2733
 CP2733.The orthometric height was scaled from a topographic map.
 CP2733
 CP2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2733
 CP2733.The geoid height was determined by GEOID03.
 CP2733
 CP2733;                    North         East     Units Scale Factor Converg.
 CP2733;SPC MS W     -   277,940.303   670,857.946   MT  0.99996047   -0 09 48.5
 CP2733;SPC MS W     -   911,875.81  2,200,973.11   sFT  0.99996047   -0 09 48.5
 CP2733;UTM  15      - 3,543,615.437   722,758.416   MT  1.00021200   +1 15 01.5
 CP2733
 CP2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2733!SPC MS W     -   0.99998292  x   0.99996047  =   0.99994339
 CP2733!UTM  15      -   0.99998292  x   1.00021200  =   1.00019491
 CP2733
 CP2733:                Primary Azimuth Mark                     Grid Az
 CP2733:SPC MS W     -  UTICA MUNICIPAL TANK                     008 55 27.6
 CP2733:UTM  15      -  UTICA MUNICIPAL TANK                     007 30 37.6
 CP2733
 CP2733|---------------------------------------------------------------------|
 CP2733| PID    Reference Object                     Distance      Geod. Az  |
 CP2733|                                                           dddmmss.s |
 CP2733| CP2731 UTICA MUNICIPAL TANK                APPROX.11.4 KM 0084539.1 |
 CP2733| CP2732 FOSTER LOOKOUT TOWER                APPROX. 3.8 KM 0994830.8 |
 CP2733| CY3984 CARPENTER AZ MK                                    1043231.1 |
 CP2733| CY3985 CARPENTER RM 1                       30.126 METERS 18400     |
 CP2733| BW2371 HERMANVILLE                         APPROX.17.6 KM 2480919.5 |
 CP2733| CY3986 CARPENTER RM 2                       31.180 METERS 31407     |
 CP2733|---------------------------------------------------------------------|
 CP2733
 CP2733                          SUPERSEDED SURVEY CONTROL
 CP2733
 CP2733  NAD 83(1986)-  32 00 24.34589(N)    090 38 30.38474(W) AD(       ) 2
 CP2733  NAD 27      -  32 00 23.78500(N)    090 38 30.03000(W) AD(       ) 2
 CP2733
 CP2733.Superseded values are not recommended for survey control.
 CP2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2733.See file dsdata.txt to determine how the superseded data were derived.
 CP2733
 CP2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2275843615(NAD 83)
 CP2733_MARKER: DS = TRIANGULATION STATION DISK
 CP2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2733
 CP2733  HISTORY     - Date     Condition        Report By
 CP2733  HISTORY     - 1948     MONUMENTED       CGS
 CP2733  HISTORY     - 1955     GOOD             CGS
 CP2733  HISTORY     - 1965     GOOD             MSHD
 CP2733
 CP2733                          STATION DESCRIPTION
 CP2733
 CP2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2733'STATION IS LOCATED ON PROPERTY OF MR. RIDGEWAY, ABOUT 7 MILES
 CP2733'SOUTH OF UTICA, ABOUT 2 MILES SOUTHEAST OF CARPENTER SCHOOL AND
 CP2733'LITTLES STORE, ON A WOODED HILL, 35 FEET SOUTH OF AN OLD T-ROAD
 CP2733'JUNCTION WHICH IS NOW ERODED AND ABANDONED, AND 20 FEET
 CP2733'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 CP2733'AND THE DISK IS STAMPED CARPENTER 1948.
 CP2733'
 CP2733'REFERENCE MARK NO. 1 IS 98.84 FEET SOUTH OF STATION AND 20 FEET
 CP2733'WEST OF A HICKORY TREE.  THE MARK PROJECTS 6 INCHES, AND THE
 CP2733'DISK IS STAMPED CARPENTER NO 1 1948.
 CP2733'
 CP2733'REFERENCE MARK NO. 2 IS 102.3 FEET NORTHWEST OF STATION AND 40
 CP2733'FEET NORTH OF TRACK ROAD.  THE MARK PROJECTS 4 INCHES, AND THE
 CP2733'DISK IS STAMPED CARPENTER NO 2 1948.
 CP2733'
 CP2733'AZIMUTH MARK IS 0.15 MILE EAST-SOUTHEAST OF STATION, 12 FEET
 CP2733'SOUTHWEST OF TRACK ROAD, AND 9 FEET SOUTH OF A WHITE WITNESS
 CP2733'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 CP2733'CARPENTER 1948.
 CP2733'
 CP2733'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 3 AND 18
 CP2733'IN UTICA, GO SOUTH ON HIGHWAY 18 FOR 8 MILES TO CROSSROADS AT
 CP2733'LITTLES STORE, TURN LEFT AND GO SOUTHEAST ON GRAVELED ROAD
 CP2733'FOR 2.4 MILES TO THE TOP OF A DEEP CUT AND WHITE HOUSE ON RIGHT,
 CP2733'TURN LEFT HERE AND GO EAST AND NORTH ON A DIM OLD ROAD WHICH
 CP2733'PASSES ACROSS A FIELD, FOLLOW THIS ROAD UP ALONG THE RIDGE FOR
 CP2733'1.3 MILES TO A T-ROAD AND STATION ON RIGHT.
 CP2733'
 CP2733'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST FOR 0.05 MILE TO
 CP2733'A DIM SIDE ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO MARK ON
 CP2733'RIGHT.
 CP2733'
 CP2733'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2733
 CP2733                          STATION RECOVERY (1955)
 CP2733
 CP2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2733'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2733'CONDITION.  THE LAND IS NOW OWNED BY THE INTERNATIONAL PAPER CO.
 CP2733'THE DESCRIPTION BY F.X.P, 1948 IS ADEQUATE.  A NEW TO REACH IS
 CP2733'NEEDED FOR THE STATION.
 CP2733'
 CP2733'A NEW TO REACH FOLLOWS--
 CP2733'
 CP2733'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 27
 CP2733'AND 18, ONE HALF BLOCK EAST OF THE POST OFFICE IN UTICA, GO SOUTH
 CP2733'ON STATE HIGHWAY 18 AND 27 FOR 0.75 MILE WHERE STATE HIGHWAY 27
 CP2733'TURNS LEFT, KEEP STRAIGHT AHEAD FOR 5.8 MILES TO A SIDE ROAD
 CP2733'LEFT, (THIS IS 0.8 MILE NORTHEAST OF THE ROBERT LITTLE STORE AT A
 CP2733'CROSSROAD), TURN LEFT AND GO 0.4 MILE TO TWO COLORED CHURCHES,
 CP2733'TURN RIGHT AT THE FIRST COLORED CHURCH, PASSING TO THE RIGHT OF
 CP2733'THE CHURCH AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK, RIGHT
 CP2733'FORK LEADS TO A HOUSE, AND GO 1.5 MILE TO THE STATION AT A T
 CP2733'INTERSECTION OF TRACK ROADS.  NOTE--THE LAST 1.5 MILE IS
 CP2733'ROUGH AND BAD IN WET WEATHER.
 CP2733
 CP2733                          STATION RECOVERY (1965)
 CP2733
 CP2733'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 CP2733'THE STATION WAS VISITED 12-6-65 AND THE STATION, R.M. 1 AND
 CP2733'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 CP2733'FOUND.
 CP2733'
 CP2733'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE U.S.
 CP2733'POST OFFICE IN UTICA.  GO EAST ON A CONCRETE STREET FOR 0.05 MILE
 CP2733'TO ANOTHER CONCRETE STREET ON THE RIGHT.  TURN RIGHT AND GO 1.05
 CP2733'MILES TO THE HIGHWAY 18.  TURN RIGHT ON HIGHWAY 18 AND GO 6.55
 CP2733'MILES TO AN INTERSECTION.  TURN LEFT AND GO 2.0 MILES TO A T ROAD
 CP2733'LEFT.  TURN LEFT ON COLMAN ROAD AND GO 1.1 MILES TO A SIDE ROAD
 CP2733'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 CP2733'
 CP2733'STATION DISK IS STAMPED CARPENTER 1948 AND PROJECTS 5 INCHES.
 CP2733'IT IS 35 FEET SOUTH OF A T INTERSECTION, 15.30 SOUTH OF A METAL
 CP2733'WITNESS POST.
 CP2733'
 CP2733'R.M. 1 IS 27 FEET WEST OF A TRACK ROAD AND 20 FEET NORTHWEST OF A
 CP2733'14-INCH HICKORY, IS STAMPED CARPENTER NO 1 1948 AND PROJECTS
 CP2733'6 INCHES.
 CP2733'
 CP2733'R.M. 2 IS 50 FEET WEST OF A TRACK ROAD, AND 40 FEET NORTH OF
 CP2733'ANOTHER TRACK ROAD, IS STAMPED CARPENTER NO 2 1948 AND PROJECTS
 CP2733'4 INCHES.
 CP2733'
 CP2733'AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 CP2733'WHEN TRACK ROAD WAS WIDENED.  THE WHITE WOODEN WITNESS POST WAS
 CP2733'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2720 ***********************************************************************
 EH2720  DESIGNATION -  CARRIER
 EH2720  PID         -  EH2720
 EH2720  STATE/COUNTY-  MS/PANOLA
 EH2720  USGS QUAD   -  CURTIS STATION (1983)
 EH2720
 EH2720                         *CURRENT SURVEY CONTROL
 EH2720  ___________________________________________________________________
 EH2720* NAD 83(1993)-  34 17 55.20229(N)    090 10 31.17375(W)     ADJUSTED  
 EH2720* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 EH2720  ___________________________________________________________________
 EH2720  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 EH2720  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2720  HORZ ORDER  -  FIRST
 EH2720
 EH2720.The horizontal coordinates were established by classical geodetic methods
 EH2720.and adjusted by the National Geodetic Survey in May 1994.
 EH2720
 EH2720.The orthometric height was scaled from a topographic map.
 EH2720
 EH2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2720
 EH2720.The geoid height was determined by GEOID03.
 EH2720
 EH2720;                    North         East     Units Scale Factor Converg.
 EH2720;SPC MS W     -   532,086.559   714,545.462   MT  0.99995261   +0 05 20.5
 EH2720;SPC MS W     - 1,745,687.32  2,344,304.57   sFT  0.99995261   +0 05 20.5
 EH2720;UTM  15      - 3,798,885.324   759,974.770   MT  1.00043319   +1 35 33.4
 EH2720
 EH2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2720!SPC MS W     -   0.99999680  x   0.99995261  =   0.99994941
 EH2720!UTM  15      -   0.99999680  x   1.00043319  =   1.00042999
 EH2720
 EH2720:                Primary Azimuth Mark                     Grid Az
 EH2720:SPC MS W     -  CARRIER AZ MK                            027 21 11.0
 EH2720:UTM  15      -  CARRIER AZ MK                            025 50 58.1
 EH2720
 EH2720|---------------------------------------------------------------------|
 EH2720| PID    Reference Object                     Distance      Geod. Az  |
 EH2720|                                                           dddmmss.s |
 EH2720| CY5378 CARRIER AZ MK                                      0272631.5 |
 EH2720| CY5379 CARRIER RM 1                         33.997 METERS 08542     |
 EH2720| EH2718 PORTERS RESET                       APPROX.12.0 KM 0913518.3 |
 EH2720| EH2716 GARINER SYMONDS RAD KKA 701         APPROX. 9.5 KM 0933113.1 |
 EH2720| CY5380 CARRIER RM 2                         30.010 METERS 20434     |
 EH2720| EH2737 MARKS FEDERAL COMPRESS CO S TK      APPROX.12.2 KM 2313312.8 |
 EH2720| EH2736 MARKS FEDERAL COMPRESS CO N TK      APPROX.12.0 KM 2323137.0 |
 EH2720| EH2753 MARKS RIVERSIDE INDUSTRIES TK       APPROX.10.3 KM 2394824.9 |
 EH2720| EH2754 MARKS LARGE MUNICIPAL TANK          APPROX.10.1 KM 2413516.8 |
 EH2720| EH2752 MARKS SMALL MUNICIPAL TANK          APPROX.10.2 KM 2413944.4 |
 EH2720| EH2719 E 10 IP                              79.763 METERS 35537     |
 EH2720|---------------------------------------------------------------------|
 EH2720
 EH2720                          SUPERSEDED SURVEY CONTROL
 EH2720
 EH2720  NAD 83(1986)-  34 17 55.21297(N)    090 10 31.17268(W) AD(       ) 1
 EH2720  NAD 27      -  34 17 54.82100(N)    090 10 30.84200(W) AD(       ) 1
 EH2720
 EH2720.Superseded values are not recommended for survey control.
 EH2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2720.See file dsdata.txt to determine how the superseded data were derived.
 EH2720
 EH2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5997598885(NAD 83)
 EH2720_MARKER: DS = TRIANGULATION STATION DISK
 EH2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2720
 EH2720  HISTORY     - Date     Condition        Report By
 EH2720  HISTORY     - 1956     MONUMENTED       CGS
 EH2720  HISTORY     - 1967     GOOD             MSHD
 EH2720  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EH2720
 EH2720                          STATION DESCRIPTION
 EH2720
 EH2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2720'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MARKS, ABOUT 1
 EH2720'MILE NORTH OF STATE HIGHWAY 6, ABOUT 0.5 MILE NORTHEAST OF THE
 EH2720'PANOLA-QUITMAN COUNTY LINE, ON THE EAST SIDE OF A NORTH-SOUTH
 EH2720'GRAVEL ROAD, IN THE SOUTHWEST QUARTER OF SECTION 17, T. 9
 EH2720'S., R. 9 W., AT THE SOUTH END OF LAKE CARRIER AND ON LAND
 EH2720'OWNED AND OCCUPIED BY MR. TOM KELSEY.
 EH2720'
 EH2720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 EH2720'STATE HIGHWAY 6 IN BATESVILLE, GO WEST ON STATE HIGHWAY 6 FOR 6.5
 EH2720'MILES TO THE BRIDGE OVER THE TALLAHATCHIE RIVER, CONTINUE WEST
 EH2720'ON STATE HIGHWAY 6 FOR 7.05 MILES TO A GRAVEL ROAD RIGHT, WHICH
 EH2720'IS ABOUT 150 YARDS WEST FROM A CONCRETE BRIDGE.  (THIS POINT
 EH2720'IS 5.9 MILES EAST OF THE JUNCTION OF HIGHWAYS 6 AND 3 AT MARKS.)
 EH2720'TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1 MILE TO A DRIVEWAY
 EH2720'AND THE FARM BUILDINGS OF MR. KELSEY ON THE RIGHT AND THE
 EH2720'STATION.
 EH2720'
 EH2720'STATION MARKS, ARE STANDARD DISKS, STAMPED CARRIER 1956.  THE
 EH2720'SURFACE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 EH2720'10 INCHES BELOW THE SURFACE.  IT IS 190 FEET NORTHWEST OF THE
 EH2720'SOUTHWEST CORNER OF A BRICK HOUSE, 55.5 FEET SOUTHWEST OF THE
 EH2720'SOUTHWEST CORNER OF THE BARN, 43 FEET NORTH OF THE CENTER OF
 EH2720'THE DRIVEWAY, 26 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 EH2720'AND 21 FEET SOUTH OF THE FENCE CORNER.  THE UNDERGROUND STATION
 EH2720'MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 EH2720'BELOW THE SURFACE.
 EH2720'
 EH2720'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CARRIER NO 1 1956,
 EH2720'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2720'IT IS 78 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK
 EH2720'HOUSE, 22 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 13.5 FEET
 EH2720'NORTH OF A POWER LINE POLE AND 6 INCHES EAST OF A FENCE LINE.
 EH2720'
 EH2720'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CARRIER NO 2 1956,
 EH2720'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2720'IT IS 21 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 15 FEET SOUTH
 EH2720'OF THE CENTER OF A DIM TRACK ROAD AND 1.5 FEET EAST OF A POWER
 EH2720'LINE POLE.
 EH2720'
 EH2720'CORPS OF ENGINEERS U.S. ARMY BENCH MARK I.P. E-10 1942, NO
 EH2720'STAMPING ON THE MARK, IS A STANDARD VICKSBURG ENGINEER DISTRICT
 EH2720'BRASS CAP SET IN THE TOP OF A IRON PIPE WHICH PROJECTS 16 INCHES.
 EH2720'IT IS 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 10 FEET SOUTH
 EH2720'OF THE SOUTHWEST CORNER OF THE BRIDGE AND 4 FEET WEST OF THE
 EH2720'FENCE LINE.
 EH2720'
 EH2720'AZIMUTH MARK, A STANDARD DISK, STAMPED CARRIER 1956, SET IN
 EH2720'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 EH2720'95 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET EAST OF A
 EH2720'LONE THREE FOOT OAK TREE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 EH2720'
 EH2720'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON GRAVEL ROAD
 EH2720'FOR 0.05 MILE TO A BRIDGE, CROSS THE BRIDGE AND GO NORTHERLY ON
 EH2720'THE GRAVEL ROAD FOR 0.25 MILE TO A DIM TRACK ROAD ON THE LEFT AND
 EH2720'WHERE THE MAIN TRAVELED ROAD TURNS TO THE RIGHT, TURN RIGHT AND
 EH2720'GO EAST ON GRAVEL ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON
 EH2720'THE RIGHT.
 EH2720'
 EH2720'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH2720
 EH2720                          STATION RECOVERY (1967)
 EH2720
 EH2720'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EH2720'THE STATION WAS VISITED 2-16-67 AND ALL MARKS WERE FOUND IN GOOD
 EH2720'CONDITION.
 EH2720'
 EH2720'THE STATION IS LOCATED APPROXIMATELY 12.8 MILES SOUTHWEST OF
 EH2720'BATESVILLE, 6 MILES NORTHEAST OF MARKS, 0.5 MILE NORTHEAST OF
 EH2720'THE PANOLA QUITMAN COUNTY LINE, IN THE SW 1/4 OF SECTION 17,
 EH2720'T9S, R9W AT THE SOUTH EDGE OF LAKE CARRIER ON LAND OWNED BY
 EH2720'MR. TOM KELSEY.
 EH2720'
 EH2720'TO REACH FROM THE U.S. POST OFFICE IN MARKS GO NORTH ON POPULAR
 EH2720'STREET FOR 0.1 MILE TO THE INTERSECTION OF MAIN STREET, TURN
 EH2720'LEFT (WEST) AND CONTINUE ON MAIN STREET FOR 0.1 MILE TO THE
 EH2720'INTERSECTION OF MISSISSIPPI HIGHWAY 3.  TURN RIGHT (NORTH)
 EH2720'AND CONTINUE ON MISSISSIPPI HIGHWAY 3 FOR 0.3 MILE TO THE
 EH2720'INTERSECTION OF MISSISSIPPI HIGHWAY 6.  TURN RIGHT
 EH2720'(EAST-SOUTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 6 FOR 6.0
 EH2720'MILES TO A SIDE ROAD LEFT.  TURN LEFT (NORTH) AND CONTINUE ON
 EH2720'AN ALL WEATHER ROAD FOR 1.0 MILE TO THE MOST NORTHERN DRIVEWAY
 EH2720'LEADING TO THE KELSEY HOUSE AND THE STATION ON THE RIGHT AS
 EH2720'DESCRIBED.  TO REACH THE AZIMUTH CONTINUE NORTH ON ALL
 EH2720'WEATHER ROAD FOR 0.1 MILE TO A FORK AND U.S.E. BM 1-P E-10 ON
 EH2720'THE RIGHT AS DESCRIBED.  TAKE THE RIGHT FORK CROSSING OVER A
 EH2720'WOODEN BRIDGE AND CONTINUE NORTHEAST AND NORTH ON AN ALL
 EH2720'WEATHER ROAD FOR 0.25 MILE TO A DRIVEWAY LEADING NORTH
 EH2720'AND THE MAIN ROAD TURNS EAST.  CONTINUE EAST ON THE MAIN ROAD
 EH2720'FOR 0.05 MILE TO A LONE OAK TREE AND THE MARK ON THE RIGHT AS
 EH2720'DESCRIBED.
 EH2720'
 EH2720'ALL MARKS EXCEPT U.S.E. 1 P E-10 ARE STANDARD BRONZE DISKS SET
 EH2720'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POSTS.  1 P E-10 IS A
 EH2720'CAP SET IN TOP OF AN IRON PIPE.
 EH2720'
 EH2720'THE STATION DISK IS STAMPED CARRIER 1956 AND IS 16 INCHES
 EH2720'BELOW THE GROUND SURFACE.  IT IS 190 FEET NORTHWEST OF THE
 EH2720'NORTHWEST CORNER OF THE BRICK HOUSE, 66 FEET NORTHWEST OF THE
 EH2720'NORTHWEST CORNER OF A SMALL TIN SHED, 55.5 FEET SOUTHWEST OF
 EH2720'THE SOUTHWEST CORNER OF A BARN, 39 FEET NORTH OF THE CENTER OF
 EH2720'THE DRIVEWAY, 29 FEET NORTHEAST OF THE IRON POST SUPPORTING THE
 EH2720'KELSEY MAIL BOX, 27 FEET EAST OF THE CENTER OF THE ROAD AND 21
 EH2720'FEET SOUTH OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 EH2720'BARN.
 EH2720'
 EH2720'R.M. 1 IS 79.5 FEET SOUTHWEST OF AN ARTESIAN WELL, 78 FEET
 EH2720'NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE, 37 FEET
 EH2720'NORTH OF THE CENTER OF THE DRIVEWAY, 19 FEET NORTHEAST OF THE
 EH2720'SOUTHEAST FENCE CORNER OF THE FENCE AROUND THE BARN, 13 FEET
 EH2720'NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A FENCE, IS STAMPED
 EH2720'CARRIER NO. 1 (1956) AND PROJECTS 6 INCHES.
 EH2720'
 EH2720'R.M. 2 IS 21.5 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 EH2720'1 FOOT EAST OF A POWER POLE AND 1 FOOT NORTHWEST OF A METAL
 EH2720'WITNESS POST, IS STAMPED CARRIER NO. 2 1956 AND PROJECTS 6
 EH2720'INCHES.
 EH2720'
 EH2720'CORPS OF ENGINEERS U.S. ARMY BENCE MARK 1 P E-10 1942, NO
 EH2720'STAMPING ON THE MARK, IS A STANDARD VICKSBURG ENGINEER DISTRICT
 EH2720'BRASS CAP SET IN THE TOP OF AN IRON PIPE PROJECTING 16 INCHES.
 EH2720'IT IS 91 FEET SOUTHEAST OF A POWER POLE, 47 FEET SOUTH OF THE
 EH2720'THE WEST END OF THE NORTH RAIL OF A BRIDGE, 30 FEET NORTHEAST
 EH2720'OF THE CENTER OF THE FORKS AND 0.6 FEET SOUTH OF A METAL WITNESS
 EH2720'POST.
 EH2720'
 EH2720'THE AZIMUTH MARK IS 95 FEET SOUTH OF THE CENTER OF THE GRAVELED
 EH2720'ROAD, 30 FEET EAST OF A LONE 5 FOOT OAK TREE AND 2 FEET
 EH2720'SOUTHEAST OF A METAL WITNESS POST, IS STAMPED CARRIER 1956 AND
 EH2720'PROJECTS 6 INCHES.
 EH2720
 EH2720                          STATION RECOVERY (1981)
 EH2720
 EH2720'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EH2720'CARRIER 1956 RM NO. 1, RM NO. 2 WERE IN GOOD CONDITION.  WE DUG A
 EH2720'HOLE 24 INCH DEEP AND DID NOT FIND THE STATION, ALSO THE AZIMUTH MARK
 EH2720'APPEARED TO BE PLOWED UNDER.  BM I-P-E-10 1942 (USED) WAS USED
 EH2720'AS A SITE AND IT APPEARED TO HAVE BEEN ON AN EMBANKMENT WHICH
 EH2720'HAD FALLEN IN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2948 ***********************************************************************
 BH2948  DESIGNATION -  CARRIERE RESET
 BH2948  PID         -  BH2948
 BH2948  STATE/COUNTY-  MS/PEARL RIVER
 BH2948  USGS QUAD   -  PICAYUNE (1985)
 BH2948
 BH2948                         *CURRENT SURVEY CONTROL
 BH2948  ___________________________________________________________________
 BH2948* NAD 83(1993)-  30 37 04.33046(N)    089 39 04.70807(W)     ADJUSTED  
 BH2948* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BH2948  ___________________________________________________________________
 BH2948  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BH2948  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BH2948  HORZ ORDER  -  SECOND
 BH2948
 BH2948.The horizontal coordinates were established by classical geodetic methods
 BH2948.and adjusted by the National Geodetic Survey in May 1994.
 BH2948
 BH2948.The orthometric height was scaled from a topographic map.
 BH2948
 BH2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2948
 BH2948.The geoid height was determined by GEOID03.
 BH2948
 BH2948;                    North         East     Units Scale Factor Converg.
 BH2948;SPC MS E     -   124,198.645   221,572.806   MT  1.00002585   -0 24 59.8
 BH2948;SPC MS E     -   407,475.05    726,943.45   sFT  1.00002585   -0 24 59.8
 BH2948;SPC LA S     -   235,941.867 1,161,269.166   MT  0.99998356   +0 50 27.7
 BH2948;SPC LA S     -   774,085.94  3,809,930.59   sFT  0.99998356   +0 50 27.7
 BH2948;UTM  16      - 3,390,249.847   245,842.444   MT  1.00039694   -1 21 03.8
 BH2948
 BH2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2948!SPC MS E     -   0.99999605  x   1.00002585  =   1.00002190
 BH2948!SPC LA S     -   0.99999605  x   0.99998356  =   0.99997961
 BH2948!UTM  16      -   0.99999605  x   1.00039694  =   1.00039299
 BH2948
 BH2948|---------------------------------------------------------------------|
 BH2948| PID    Reference Object                     Distance      Geod. Az  |
 BH2948|                                                           dddmmss.s |
 BH2948| AI3027 CARRIERE RM 3                        11.415 METERS 12634     |
 BH2948| DD7654 CARRIERE RM 4                        11.427 METERS 12650     |
 BH2948| AI3028 CARRIERE AZ MK                                     1674844.4 |
 BH2948| AI3025 CARRIERE RM 1                        45.342 METERS 19102     |
 BH2948| AI3026 CARRIERE RM 2                        45.479 METERS 34113     |
 BH2948|---------------------------------------------------------------------|
 BH2948
 BH2948                          SUPERSEDED SURVEY CONTROL
 BH2948
 BH2948  NAD 83(1993)-  30 37 04.34106(N)    089 39 04.70553(W) AD(       ) 2
 BH2948  NAD 83(1986)-  30 37 04.34443(N)    089 39 04.70412(W) AD(       ) 2
 BH2948  NAD 27      -  30 37 03.66000(N)    089 39 04.47200(W) AD(       ) 2
 BH2948
 BH2948.Superseded values are not recommended for survey control.
 BH2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2948.See file dsdata.txt to determine how the superseded data were derived.
 BH2948
 BH2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4584290250(NAD 83)
 BH2948_MARKER: DS = TRIANGULATION STATION DISK
 BH2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2948_STAMPING: CARRIERE 1943 1972
 BH2948_MARK LOGO: NGS   
 BH2948_PROJECTION: PROJECTING 15 CENTIMETERS
 BH2948_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2948+STABILITY: SURFACE MOTION
 BH2948
 BH2948  HISTORY     - Date     Condition        Report By
 BH2948  HISTORY     - 1972     MONUMENTED       NGS
 BH2948  HISTORY     - 19820610 GOOD             NGS
 BH2948
 BH2948                          STATION DESCRIPTION
 BH2948
 BH2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2948'THE STATION WAS VISITED 4-27-72 AND THE STATION SURFACE MARK AND
 BH2948'REFERENCE MARK NO.
 BH2948'3 WERE FOUND DISTURBED.  THE STATION SUB-SURFACE MARK
 BH2948'WAS FOUND IN GOOD CONDITION.  THE
 BH2948'SURFACE MARK WAS RE-ESTABLISHED OVER
 BH2948'THE CENTER OF THE UNDERGROUND MARK AND REFERENCE
 BH2948'MARK NO. 4 WAS ESTABLISHED.
 BH2948'A NEW DESCRIPTION FOLLOWS-
 BH2948'
 BH2948'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF CARRIERE, 6.5 MILES
 BH2948'NORTHEAST OF
 BH2948'PICAYUNE, IN THE AMERICAN CRESOTE TIE YARD.  IT IS 46 FEET
 BH2948'NORTHEAST OF THE CENTER OF THE
 BH2948'BLACKTOPPED ROAD, 173 FEET NORTHWEST OF
 BH2948'THE CENTER OF A BLACKTOPPED ROAD, 125 FEET
 BH2948'SOUTHWEST OF THE WEST RAIL OF
 BH2948'THE TRACKS, 36.5 FEET NORTHWEST OF A TELEGRAPH POLE, 115.5
 BH2948'FEET NORTH OF THE
 BH2948'WEST POST OF SIGN ANCHOR LAKE AND 1 FOOT SOUTHEAST OF A METAL
 BH2948'WITNESS POST.  IT IS A
 BH2948'TRIANGULATION STATION DISK, STAMPED CARRIERE
 BH2948'1943 1959 1972, PROJECTING 6 INCHES.
 BH2948'
 BH2948'REFERENCE MARK NO. 1 IS 148.76 FEET SOUTH-SOUTHWEST OF THE STATION,
 BH2948'185 FEET WEST OF
 BH2948'THE WEST RAIL OF THE TRACKS, 23 FEET SOUTHWEST OF THE
 BH2948'CENTER OF THE BLACK TOP ROAD, 7
 BH2948'FEET SOUTHEAST OF THE PROJECTED PLANE OF
 BH2948'THE SOUTH WALL OF THE WHITE HOUSE WEST OF THE ROAD
 BH2948'WITH FOUR BRICK PILLARS
 BH2948'ON THE FRONT PORCH, 61 FEET SOUTHEAST OF THE DRIVEWAY TO THE HOUSE,
 BH2948'AND 1 FOOT WEST OF A
 BH2948'POWER POLE.  IT IS A REFERENCE MARK DISK STAMPED CARRIERE
 BH2948'NO 1 1943, ABOUT 2 INCHES BELOW THE
 BH2948'GROUND.
 BH2948'
 BH2948'REFERENCE MARK NO. 4 IS 37.49 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2948'101 FEET WEST OF
 BH2948'THE WEST RAIL OF THE TRACKS, 70 FEET NORTHEAST OF THE
 BH2948'CENTER OF THE BLACK TOP ROAD, 58
 BH2948'FEET SOUTHWEST OF A POWER POLE WITH A
 BH2948'TRANSFORMER AND A STREET LIGHT., AND 1 FOOT
 BH2948'NORTHEAST OF A TELEPHONE POLE.
 BH2948'IT IS A REFERENCE MARK DISK, STAMPED CARRIERE NO 4 1943 1972,
 BH2948'PROJECTING 4 INCHES.
 BH2948'
 BH2948'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION ON THE RAILROAD
 BH2948'RIGHT-OF-WAY, 36.5
 BH2948'FEET EAST OF THE EAST RAIL OF THE TRACK, 158 FEET
 BH2948'EAST OF THE CENTER OF THE BLACK TOP
 BH2948'ROAD, 75 FEET EAST AND ACROSS THE
 BH2948'ROAD FROM A TELEPHONE POLE WITH GUY WIRES, 13 FEET
 BH2948'SOUTH OF A TELEPHONE
 BH2948'POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 BH2948'DISK STAMPED CARRIERE
 BH2948'1943, PROJECTING 4 INCHES.
 BH2948'
 BH2948'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE GO NORTH ON
 BH2948'U.S. HIGHWAY 11
 BH2948'FOR 4.4 MILES TO A RAILROAD OVERPASS, CONTINUED NORTH ON
 BH2948'U.S. HIGHWAY 11 FOR 1.9 MILES TO A
 BH2948'CROSSROAD, TURN RIGHT AND CONTINUE
 BH2948'EAST ON THE BLACK TOP ROAD FOR 0.4 MILE TO A T
 BH2948'INTERSECTION, TURN LEFT
 BH2948'AND GO NORTH ON A BLACK TOP ROAD FOR 0.15 MILE TO THE AZIMUTH
 BH2948'MARK ON THE RIGHT.
 BH2948'CONTINUE NORTH FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 BH2948'
 BH2948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT CARRIERE
 BH2948
 BH2948                          STATION RECOVERY (1982)
 BH2948
 BH2948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BH2948'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 4 WERE RECOVERED IN GOOD
 BH2948'CONDITION.  REFERENCE MARK NO 1 IS NOT VISIBLE FROM THE STATION DUE TO
 BH2948'A NEW POWER POLE.  THE AZIMUTH MARK WAS FOUND DESTROYED, BUT WOULD NOT
 BH2948'HAVE BEEN VISIBLE FROM STATION.  A NEW REFERENCE MARK NO 5 WAS
 BH2948'ESTABLISHED AT THIS DATE.  NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK
 BH2948'WAS AVAILABLE.  A NEW DESCRIPTION FOLLOWS.
 BH2948' 
 BH2948'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF PICAYUNE, 0.2
 BH2948'MI (0.3 KM) EAST OF US HIGHWAY 11 AND IN THE SOUTH EDGE OF THE SMALL
 BH2948'VILLAGE OF CARRIERE.  TO REACH FROM THE POST OFFICE IN CARRIERE, GO
 BH2948'SOUTH ON US HIGHWAY 11 FOR 0.05 MI (0.08 KM) TO A FORK, TAKE LEFT FORK
 BH2948'AND GO SOUTHEAST ON PAVED ROAD FOR 0.3 MI (0.5 KM) TOP PAVED SIDE ROAD
 BH2948'ON THE LEFT AND STATION ON LEFT BETWEEN PAVED ROAD AND RAILROAD.
 BH2948' 
 BH2948'STATION IS A STANDARD CGS DISK STAMPED--CARRIERE 1943 1972--, SET IN
 BH2948'TOP OF A ROUND CONCRETE POST, PROJECTING 6 INCHES.  IT IS 52.73 M
 BH2948'(173.00 FT) NORTHWEST OF THE CENTER OF PAVED SIDE ROAD, 44.81 M
 BH2948'(147.01 FT) NORTH OF A POWER POLE, 47.55 M (156.00 FT) NORTHWEST OF A
 BH2948'POWER POLE, 32.22 M (105.71 FT) SOUTHEAST OF A POWER POLE WITH
 BH2948'TRANSFORMER, 14.32 M (46.98 FT) NORTHEAST OF THE CENTER OF PAVED ROAD
 BH2948'AND 0.32 M (1.05 FT) WEST SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BH2948'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPE--CARRIERE NO 1
 BH2948'1943--, SET IN TOP OF A SQUARE CONCRETE POST, 4 INCHES BELOW SURFACE
 BH2948'OF THE GROUND.  IT IS 45.34 M (148.75 FT) SOUTH SOUTHWEST OF THE
 BH2948'STATION, 10.0 M (32.8 FT) NORTHWEST OF THE EXTENDED CENTER OF SIDE
 BH2948'ROAD LEADING EAST, 6.40 M (21.00 FT) SOUTHWEST OF THE CENTER OF PAVED
 BH2948'ROAD AND 0.21 M (0.69 FT) SOUTH OF POWER POLE.  NOTE- MARK IS NOT
 BH2948'VISIBLE FROM THE STATION.  REFERENCE MARK NO 4 IS A STANDARD CGS DISK,
 BH2948'STAMPED--CARRIERE NO 4 1943 1959 1972--, SET IN TOP OF A ROUND
 BH2948'CONCRETE POST, PROJECTING 4 INCHES.  IT IS 30.78 M (100.98 FT) WEST OF
 BH2948'WEST RAIL OF RAILROAD TRACKS, 36.58 M (120.01 FT) NORTHWEST OF A POWER
 BH2948'POLE, 21.34 M (70.01 FT) NORTHEAST OF THE CENTER OF PAVED ROAD, 0.91 M
 BH2948'(2.99 FT) NORTH NORTHEAST OF A METAL TELEPHONE CABLE JUNCTION BOX AND
 BH2948'0.32 M (1.05 FT) SOUTH SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BH2948'REFERENCE MARK NO 5 IS A STANDARD NGS DISK, STAMPED--CARRIERE 1943 NO
 BH2948'5 1982--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 BH2948'IT IS 25.60 M (83.99 FT) SOUTHEAST OF A POWER POLE WITH TRANSFORMER,
 BH2948'24.29 M (79.69 FT) EAST OF A POWER SERVICE POLE, 13.11 M (43.01 FT)
 BH2948'SOUTHEAST OF THE PROJECTED PLANE OF SOUTH SIDE OF A HOUSE, 4.88 M
 BH2948'(16.01 FT) NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY AND 4.42 M
 BH2948'(14.50 FT) SOUTHWEST OF THE CENTER OF PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1401 ***********************************************************************
 DJ1401  DESIGNATION -  CARROLLTON
 DJ1401  PID         -  DJ1401
 DJ1401  STATE/COUNTY-  MS/CARROLL
 DJ1401  USGS QUAD   -  NORTH CARROLLTON (1983)
 DJ1401
 DJ1401                         *CURRENT SURVEY CONTROL
 DJ1401  ___________________________________________________________________
 DJ1401* NAD 83(1986)-  33 31 04.     (N)    089 55 14.     (W)     SCALED    
 DJ1401* NAVD 88     -        68.790  (meters)     225.69   (feet)  POSTED    
 DJ1401  ___________________________________________________________________
 DJ1401  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DJ1401  DYNAMIC HT  -          68.720 (meters)     225.46  (feet)  COMP
 DJ1401  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DJ1401
 DJ1401  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DJ1401
 DJ1401.The horizontal coordinates were scaled from a topographic map and have
 DJ1401.an estimated accuracy of +/- 6 seconds.
 DJ1401
 DJ1401.The orthometric height was determined by differential leveling
 DJ1401.and adjusted by the  in 1992.
 DJ1401.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DJ1401.was located on a no-check spur therefore a value was not computed.
 DJ1401.No vertical observational check was made to the station.
 DJ1401
 DJ1401.The geoid height was determined by GEOID03.
 DJ1401
 DJ1401.The dynamic height is computed by dividing the NAVD 88
 DJ1401.geopotential number by the normal gravity value computed on the
 DJ1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1401.degrees latitude (g = 980.6199 gals.).
 DJ1401
 DJ1401.The modeled gravity was interpolated from observed gravity values.
 DJ1401
 DJ1401;                    North         East    Units  Estimated Accuracy
 DJ1401;SPC MS W     -   445,540.      738,350.      MT  (+/- 180 meters Scaled)
 DJ1401
 DJ1401                          SUPERSEDED SURVEY CONTROL
 DJ1401
 DJ1401  NGVD 29 (??/??/92)   68.824  (m)          225.80   (f) ADJ UNCH    1 2
 DJ1401
 DJ1401.Superseded values are not recommended for survey control.
 DJ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1401.See file dsdata.txt to determine how the superseded data were derived.
 DJ1401
 DJ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC287125(NAD 83)
 DJ1401_MARKER: Q = CHISELED SQUARE
 DJ1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1401_SP_SET: PIER
 DJ1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1401
 DJ1401  HISTORY     - Date     Condition        Report By
 DJ1401  HISTORY     - UNK      MONUMENTED       MSHD
 DJ1401  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DJ1401
 DJ1401                          STATION DESCRIPTION
 DJ1401
 DJ1401'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1401'IN NORTH CARROLLTON.
 DJ1401'THE MARK IS LOCATED ON THE COLUMBUS AND GREENVILLE RAILWAY, AND ON THE
 DJ1401'TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOUNDATION PIER
 DJ1401'OF THE RAILROAD WATER TANK.  A CHISELED SQUARE.  NOTE-- THE WATER TANK
 DJ1401'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN DESTROYED. THERE IS
 DJ1401'STILL SOME SIGN OF THE BASES LEFT BUT NOT ENOUGH TO DETERMINE WHERE
 DJ1401'THE SQUARE IS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2054 ***********************************************************************
 DJ2054  DESIGNATION -  CARROLLTON MUN STANDPIPE
 DJ2054  PID         -  DJ2054
 DJ2054  STATE/COUNTY-  MS/CARROLL
 DJ2054  USGS QUAD   -  NORTH CARROLLTON (1983)
 DJ2054
 DJ2054                         *CURRENT SURVEY CONTROL
 DJ2054  ___________________________________________________________________
 DJ2054* NAD 83(1993)-  33 30 15.59392(N)    089 55 10.02564(W)     ADJUSTED  
 DJ2054* NAVD 88     -              **(meters)            **(feet)            
 DJ2054  ___________________________________________________________________
 DJ2054  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DJ2054  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DJ2054  HORZ ORDER  -  THIRD
 DJ2054
 DJ2054.The horizontal coordinates were established by classical geodetic methods
 DJ2054.and adjusted by the National Geodetic Survey in May 1994.
 DJ2054
 DJ2054
 DJ2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2054
 DJ2054.The geoid height was determined by GEOID03.
 DJ2054
 DJ2054;                    North         East     Units Scale Factor Converg.
 DJ2054;SPC MS W     -   444,048.133   738,455.240   MT  0.99996822   +0 13 42.5
 DJ2054;SPC MS W     - 1,456,847.92  2,422,748.57   sFT  0.99996822   +0 13 42.5
 DJ2054;UTM  16      - 3,711,015.529   228,792.962   MT  1.00050691   -1 36 45.1
 DJ2054;UTM  15      - 3,711,448.627   786,177.910   MT  1.00060982   +1 42 05.8
 DJ2054
 DJ2054                          SUPERSEDED SURVEY CONTROL
 DJ2054
 DJ2054  NAD 83(1986)-  33 30 15.60527(N)    089 55 10.02237(W) AD(       ) 4
 DJ2054  NAD 27      -  33 30 15.16600(N)    089 55 09.72500(W) AD(       ) 3
 DJ2054
 DJ2054.Superseded values are not recommended for survey control.
 DJ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2054.See file dsdata.txt to determine how the superseded data were derived.
 DJ2054
 DJ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2879311016(NAD 83)
 DJ2054_MARKER: 52 = STANDPIPE TANK
 DJ2054
 DJ2054  HISTORY     - Date     Condition        Report By
 DJ2054  HISTORY     - 1959     FIRST OBSERVED   CGS
 DJ2054  HISTORY     - 1968     GOOD             MSHD
 DJ2054  HISTORY     - 1983     GOOD             MSU
 DJ2054
 DJ2054                          STATION DESCRIPTION
 DJ2054
 DJ2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2054'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 DJ2054'ABOUT 0.2 MILE SOUTH OF THE CENTER OF CARROLLTON AND ON THE
 DJ2054'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS PAINTED ALUMNIUM,
 DJ2054'70 FEET HIGH AND ABOUT 15 FEET IN DIAMETER.
 DJ2054
 DJ2054                          STATION RECOVERY (1968)
 DJ2054
 DJ2054'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2054'THE STATION WAS VISITED 4-2-68 AND THE STATION WAS FOUND IN GOOD
 DJ2054'CONDITION.
 DJ2054'
 DJ2054'THE STATION IS LOCATED 0.2 MILE SOUTH OF THE APPROXIMATE CENTER OF
 DJ2054'CARROLLTON IN A V FORMED BY OLD AND NEW MISSISSIPPI HIGHWAY 17, 0.4
 DJ2054'MILE NORTH OF U.S. HIGHWAY 82, IN THE NORTHWEST 1/4 OF SECTION 19,
 DJ2054'T 19N, R 4E.  IT IS A STEEL CYCLINDER TYPE STRUCTURE RIVETED
 DJ2054'TOGETHER.  IT IS APPROXIMATELY 15 FEET IN DIAMETER, 70 FEET HIGH
 DJ2054'AND IS SILVER IN COLOR.  THE CENTER OF THE STANDPIPE WAS THE POINT
 DJ2054'OBSERVED.
 DJ2054'
 DJ2054'TO REACH THE STATION FROM THE INTERSECTION OF MISSISSIPPI HIGHWAY 17
 DJ2054'AND U.S. HIGHWAY 82 ABOUT 0.6 MILE SOUTH OF CARROLLTON GO NORTHWEST
 DJ2054'ON MISSISSIPPI HIGHWAY 17 FOR 0.45 MILE TO THE STANDPIPE ON THE
 DJ2054'LEFT AS DESCRIBED.
 DJ2054
 DJ2054                          STATION RECOVERY (1983)
 DJ2054
 DJ2054'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (RB)
 DJ2054'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1432 ***********************************************************************
 CO1432  DESIGNATION -  CARSON
 CO1432  PID         -  CO1432
 CO1432  STATE/COUNTY-  MS/ATTALA
 CO1432  USGS QUAD   -  JOSEPH (1989)
 CO1432
 CO1432                         *CURRENT SURVEY CONTROL
 CO1432  ___________________________________________________________________
 CO1432* NAD 83(1993)-  32 59 43.89834(N)    089 37 37.56326(W)     ADJUSTED  
 CO1432* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 CO1432  ___________________________________________________________________
 CO1432  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CO1432  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CO1432  HORZ ORDER  -  FIRST
 CO1432
 CO1432.The horizontal coordinates were established by classical geodetic methods
 CO1432.and adjusted by the National Geodetic Survey in May 1994.
 CO1432
 CO1432.The orthometric height was scaled from a topographic map.
 CO1432
 CO1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1432
 CO1432.The geoid height was determined by GEOID03.
 CO1432
 CO1432;                    North         East     Units Scale Factor Converg.
 CO1432;SPC MS E     -   387,823.187   225,818.862   MT  1.00001782   -0 25 56.2
 CO1432;SPC MS E     - 1,272,383.24    740,874.05   sFT  1.00001782   -0 25 56.2
 CO1432;UTM  16      - 3,653,856.926   254,539.532   MT  1.00034295   -1 25 52.9
 CO1432
 CO1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1432!SPC MS E     -   0.99997899  x   1.00001782  =   0.99999681
 CO1432!UTM  16      -   0.99997899  x   1.00034295  =   1.00032193
 CO1432
 CO1432|---------------------------------------------------------------------|
 CO1432| PID    Reference Object                     Distance      Geod. Az  |
 CO1432|                                                           dddmmss.s |
 CO1432| CG1297 CARSON RM 2                          34.016 METERS 00139     |
 CO1432| BV1004 CARSON AZ MK                                       0132644.7 |
 CO1432| DJ1992 KOSCIUSKO PET MILK CHIMNEY          APPROX. 7.6 KM 0212447.3 |
 CO1432| DJ1996 KOSCIUSKO MUNICIPAL TANK            APPROX. 7.7 KM 0253024.8 |
 CO1432| DJ2001 KOSCIUSKO CTHSE CLOCK TOWER         APPROX. 7.7 KM 0261345.3 |
 CO1432| DJ1998 KOSCIUSKO FIRST PRESB CH TWR        APPROX. 7.9 KM 0274704.6 |
 CO1432| CG1298 CARSON RM 3                          21.308 METERS 03415     |
 CO1432| CO1428 SIMMONS                             APPROX.10.1 KM 1583337.2 |
 CO1432| CG1296 CARSON RM 1                          42.108 METERS 26133     |
 CO1432|---------------------------------------------------------------------|
 CO1432
 CO1432                          SUPERSEDED SURVEY CONTROL
 CO1432
 CO1432  NAD 83(1986)-  32 59 43.90989(N)    089 37 37.56046(W) AD(       ) 1
 CO1432  NAD 27      -  32 59 43.43900(N)    089 37 37.28400(W) AD(       ) 1
 CO1432
 CO1432.Superseded values are not recommended for survey control.
 CO1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1432.See file dsdata.txt to determine how the superseded data were derived.
 CO1432
 CO1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB5454053857(NAD 83)
 CO1432_MARKER: DD = SURVEY DISK
 CO1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1432_SP_SET: CONCRETE POST
 CO1432_STAMPING: CARSON 1934
 CO1432_MARK LOGO: CGS   
 CO1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1432+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988
 CO1432
 CO1432  HISTORY     - Date     Condition        Report By
 CO1432  HISTORY     - 1934     MONUMENTED       CGS
 CO1432  HISTORY     - 1934     GOOD             CGS
 CO1432  HISTORY     - 1958     GOOD             CGS
 CO1432  HISTORY     - 1964     GOOD             MSHD
 CO1432  HISTORY     - 1964     GOOD             CGS
 CO1432  HISTORY     - 1970     GOOD             MSSU
 CO1432  HISTORY     - 19880823 GOOD             MSHD
 CO1432
 CO1432                          STATION DESCRIPTION
 CO1432
 CO1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1432'ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF KOSCIUSKO, IN THE NORTHWEST
 CO1432'QUARTER OF SEC. 7, T. 13 N., R. 7 E., ON THE HIGH POINT OF RIDGE,
 CO1432'ON THE PROPERTY OF CARSON, IN THE SOUTHEAST ANGLE
 CO1432'OF AN OLD FARM ROAD LEADING TO THE SOUTHEAST, 38-1/2 FEET SOUTH
 CO1432'OF THE CENTER OF THE ROAD, 19 FEET NORTH OF AN 8-INCH PINE WITH A
 CO1432'TRIANGULAR BLAZE LOCATED AT THE NORTH EDGE OF A COPSE OF SMALL
 CO1432'PINES.
 CO1432'
 CO1432'TO REACH FROM THE SOUTHWEST CORNER OF COURTHOUSE SQUARE IN
 CO1432'KOSCIUSKO, GO WEST FOR 0.1 MILE TO THE END OF PAVEMENT, TURN
 CO1432'LEFT ON SOUTH WELLS STREET AND FOLLOW IT AND THE NATCHEZ TRACE
 CO1432'SOUTH FOR 3.7 MILES TO A GRAVEL FORKS, TAKE RIGHT FORK, LEAVING
 CO1432'THE NATCHEZ TRACE ROAD AND GO 1.4 MILES IN A WESTERLY DIRECTION
 CO1432'TO THE HIGHEST POINT OF THE RIDGE AND STATION ON THE LEFT.
 CO1432'
 CO1432'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1432'BRONZE DISKS SET IN CONCRETE.
 CO1432'
 CO1432'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 35 FEET NORTH
 CO1432'OF THE CENTER LINE OF THE ROAD.
 CO1432'
 CO1432'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION, 18 FEET NORTH
 CO1432'OF THE CENTER LINE OF THE ROAD, AT P.C. OF CURVE.
 CO1432'
 CO1432'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, IN THE NORTHEAST
 CO1432'ANGLE OF A FARM ROAD, 10 FEET SOUTHEAST OF THE CENTER LINE, AND
 CO1432'55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 CO1432'
 CO1432'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 CO1432'
 CO1432'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CO1432
 CO1432                          STATION RECOVERY (1934)
 CO1432
 CO1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CO1432'RECOVERED IN GOOD CONDITION.
 CO1432
 CO1432                          STATION RECOVERY (1958)
 CO1432
 CO1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LBO)
 CO1432'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 CO1432'RECOVERED IN GOOD CONDITION EXCEPT THAT THE STATION MARK NOW
 CO1432'PROJECTS ABOUT 2 FEET DUE TO GRADING OPERATIONS IN THE AREA.
 CO1432'REFERENCE MARK NO. 2 HAS BEEN HIT BY A GRADER AND IS ALMOST
 CO1432'HORIZONTAL.  LAND IS OWNED BY IVERY BURT AND MANAGED BY A.C. BURT
 CO1432'WHO LIVES ABOUT 1 MILES ESE OF STATION.
 CO1432'
 CO1432'TO REACH FROM THE POST OFFICE IN KOSCIUSKO, GO S ON STATE HWY
 CO1432'35 FOR 0.2 MILE TO JUNCTION OF STATE HWY 43.  TURN RIGHT AND
 CO1432'FOLLOW STATE HWY 43 SOUTHWESTERLY FOR 3.75 MILES TO A GRAVEL
 CO1432'T-ROAD RIGHT AT OLD ABANDONED GAS STATION.  TURN RIGHT ON T-ROAD
 CO1432'1.4 MILES TO TOP OF GRADE AND STATION ABOUT 10 PACES TO LEFT OF
 CO1432'ROAD.
 CO1432
 CO1432                          STATION RECOVERY (1964)
 CO1432
 CO1432'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1432'THE STATION WAS VISITED MARCH 1964 AND THE STATION, RM 1, AND THE
 CO1432'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM 2 HAD BEEN
 CO1432'DESTROYED BY ROAD CONSTRUCTION.
 CO1432'
 CO1432'THE 1958 DESCRIPTION IS ADEQUATE.
 CO1432'
 CO1432'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND
 CO1432'1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CO1432
 CO1432                          STATION RECOVERY (1964)
 CO1432
 CO1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 CO1432'THE STATION WAS VISITED 5-12-64 AND THE STATION, REFERENCE MARK
 CO1432'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CO1432'REFERENCE MARK NO. 2 WAS FOUND DESTROYED BY ROAD CONSTRUCTION.
 CO1432'THE STATION MARKS (SURFACE AND SUB-SURFACE) WERE LOWERED IN
 CO1432'THEIR ORIGINAL POSITION AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 CO1432'A NEW DESCRIPTION FOLLOWS-
 CO1432'
 CO1432'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF
 CO1432'KOSCIUSKO IN THE NORTHWEST QUARTER OF SECTION 7, T 13 N, R 7 E
 CO1432'ON THE TOP OF A RIDGE AND ON LAND OWNED BY IVERY BURT.  IT IS
 CO1432'38 FEET SOUTH OF THE CENTER LINE OF A ROAD, AT THE OUTSIDE OF
 CO1432'A CURVE AND AT THE TOP OF A HILL, 270 FEET EAST-SOUTHEAST OF THE
 CO1432'NORTHEAST CORNER OF A HOUSE, 8 FEET WEST OF A FENCE CORNER, 70
 CO1432'FEET NORTHEAST OF THE CENTER OF A DEEP RAVINE, AND 2 FEET SOUTH
 CO1432'OF THE METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CO1432'CARSON 1934 1964 PROJECTING 6 INCHES.
 CO1432'
 CO1432'REFERENCE MARK NO. 1 IS 138.15 FEET NORTHWEST OF THE STATION, 36
 CO1432'FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 128 FEET EAST OF
 CO1432'A POWER POLE AND 132 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 CO1432'OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED CARSON NO 1 1934,
 CO1432'PROJECTING 8 INCHES.
 CO1432'
 CO1432'REFERENCE MARK NO. 3 IS 69.91 FEET EAST OF THE STATION, 39 FEET
 CO1432'SOUTH OF THE CENTER LINE OF THE ROAD, 61 FEET EAST OF A FENCE
 CO1432'CORNER, 8 FEET SOUTH OF A FENCE LINE, AND 1 FOOT SOUTH OF A METAL
 CO1432'WITNESS POST.  IT IS A STANDARD DISK, STAMPED CARSON NO 3 1934
 CO1432'1964, PROJECTING 4 INCHES.
 CO1432'
 CO1432'THE AZIMUTH MARK IS 0.15 MILE EAST-NORTHEAST OF THE STATION, AT
 CO1432'THE OUTSIDE OF A CURVE, 55 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CO1432'11 FEET EAST OF THE CENTER OF AN ABANDONED ROAD, 55 FEET
 CO1432'EAST-NORTHEAST OF AN 18-INCH TRIANGULAR BLAZED TREE, AND 1 FOOT
 CO1432'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CO1432'CARSON AZI 1934, PROJECTING 6 INCHES.
 CO1432'
 CO1432'TO REACH THE STATION FROM THE POST OFFICE IN KOSCUISKO GO EAST ON
 CO1432'STATE HIGHWAY 35 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 CO1432'43, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 43 FOR 3.75 MILES TO
 CO1432'A SIDE ROAD RIGHT TURN RIGHT, DOWN HILL, AND GO 1.3 MILE TO THE
 CO1432'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO THE STATION
 CO1432'ON THE LEFT.
 CO1432
 CO1432                          STATION RECOVERY (1970)
 CO1432
 CO1432'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 CO1432'CARSON 1934 1964 RECOVERED IN GOOD CONDITION.
 CO1432'
 CO1432'CARSON NO. 1 AND 3 1934 RECOVERED IN GOOD CONDITION.
 CO1432'
 CO1432'CARSON AZI. 1934 RECOVERED IN GOOD CONDITION.
 CO1432'
 CO1432'1964 DESCRIPTION BY A., H. ADEQUATE EXCEPT FOR TO REACH--A NEW ROAD
 CO1432'HAS BEEN CONSTRUCTED JUST SOUTH OF THE STATION LEAVING THE OLD ROAD
 CO1432'ABANDONED.  THE NEW ROAD LEAVES HWY. 43 ABOUT 1/4 MI. SOUTH OF THE
 CO1432'OLD ROAD.  THE STATION IS LOCATED ON HIGH BANK TO THE RIGHT OF NEW
 CO1432'ROAD, ABOUT 1.2 MILES WEST OF HWY. 43 ALONG THE NEW ROAD.
 CO1432
 CO1432                          STATION RECOVERY (1988)
 CO1432
 CO1432'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1432'THE STATION MARK, REFERENCE MARK NO.1, REFERENCE MARK NO.3 AND THE
 CO1432'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  SOME CLEARING WILL BE
 CO1432'REQUIRED FOR THE AZIMUTH TO BE VISIBLE FROM THE STATION.
 CO1432'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 43 ABOUT 6.44 KM
 CO1432'(4.00 MI) SOUTHWEST OF KOSCIUSKO, GO WEST ON HIGHWAY 14 FOR 1.85 KM
 CO1432'(1.15 MI) TO THE STATION ON THE RIGHT, BETWEEN THE OLD AND NEW
 CO1432'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 CO1432'OLD ABANDON ED HIGHWAY FROM 0.24 KM (0.15 MI) TO A FORK AND THE MARK.
 CO1432'STATION MARK IS A STANDARD DISK, STAMPED---CARSON 1934 1964---SET IN
 CO1432'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 27.13 M
 CO1432'(89.0 FT) NORTHWEST OF THE CENTER OF HIGHWAY 14, 11.28 M (37.0 FT)
 CO1432'SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY AND 0.3 M (1.0 FT) EAST OF
 CO1432'A METAL WITNESS POST.
 CO1432'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---CARSON NO 1
 CO1432'1934---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.20 M
 CO1432'(0.7 FT) .  IT IS 34.44 M (113.0 FT) SOUTHWEST OF A 9 INCH CEDAR,
 CO1432'10.97 M (36.0 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY AND 0.3 M
 CO1432'(1.0 FT) EAST NORTHEAST OF A CARSONITE WITNESS POST.
 CO1432'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---CARSON NO 3 1934
 CO1432'1964---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.18 M
 CO1432'(0.6 FT) .  IT IS 37.27 M (122.3 FT) NORTHWEST OF THE CENTER OF
 CO1432'HIGHWAY 14, 10.97 M (36.0 FT) SOUTHEAST OF THE CENTER OF THE OLD
 CO1432'HIGHWAY AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL WITNESS POST.
 CO1432'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---CARSON AZI
 CO1432'1934---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.15 M
 CO1432'(0.5 FT) .  IT IS 16.76 M (55.0 FT) NORTH OF THE CENTER OF THE OLD
 CO1432'HIGHWAY, 16.76 M (55.0 FT) EAST NORTHEAST OF A 20 INCH OAK, 3.35 M
 CO1432'(11.0 FT) EAST OF THE CENTER OF AN ABANDONED ROAD AND 0.3 M (1.0 FT)
 CO1432'NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1734 ***********************************************************************
 BV1734  DESIGNATION -  CARSON JEFF DAVIS FOREST LOT
 BV1734  PID         -  BV1734
 BV1734  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1734  USGS QUAD   -  PRENTISS EAST (1970)
 BV1734
 BV1734                         *CURRENT SURVEY CONTROL
 BV1734  ___________________________________________________________________
 BV1734* NAD 83(1993)-  31 32 18.70162(N)    089 48 04.81777(W)     NO CHECK  
 BV1734* NAVD 88     -              **(meters)            **(feet)            
 BV1734  ___________________________________________________________________
 BV1734  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BV1734  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BV1734  HORZ ORDER  -  THIRD
 BV1734
 BV1734.The horizontal coordinates were established by classical geodetic methods
 BV1734.and adjusted by the National Geodetic Survey in May 1994.
 BV1734.No horizontal observational check was made to the station.
 BV1734
 BV1734
 BV1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1734
 BV1734.The geoid height was determined by GEOID03.
 BV1734
 BV1734;                    North         East     Units Scale Factor Converg.
 BV1734;SPC MS W     -   226,105.263   750,517.835   MT  0.99998146   +0 16 41.8
 BV1734;SPC MS W     -   741,813.68  2,462,323.93   sFT  0.99998146   +0 16 41.8
 BV1734;UTM  16      - 3,492,689.522   234,033.626   MT  1.00047256   -1 27 58.2
 BV1734
 BV1734                          SUPERSEDED SURVEY CONTROL
 BV1734
 BV1734  NAD 83(1986)-  31 32 18.71562(N)    089 48 04.81576(W) AD(       ) 4
 BV1734  NAD 27      -  31 32 18.10631(N)    089 48 04.53983(W) AD(       ) 3
 BV1734
 BV1734.Superseded values are not recommended for survey control.
 BV1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1734.See file dsdata.txt to determine how the superseded data were derived.
 BV1734
 BV1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3403492690(NAD 83)
 BV1734
 BV1734  HISTORY     - Date     Condition        Report By
 BV1734  HISTORY     - UNK      MONUMENTED
 BV1734  HISTORY     - 1969     GOOD             CGS
 BV1734  HISTORY     - 1972     GOOD             MSHD
 BV1734
 BV1734                          STATION DESCRIPTION
 BV1734
 BV1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 BV1734'RECOVERED AS DESCRIBED IN 1965.
 BV1734
 BV1734                          STATION RECOVERY (1972)
 BV1734
 BV1734'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1734'THE STATION WAS VISITED 8-16-72 AND WAS FOUND IN GOOD CONDITION.
 BV1734'
 BV1734'THE STATION IS LOCATED 0.5 MILES WEST OF CARSON, 5.8 MILES
 BV1734'SOUTHEAST OF PRENTISS IN THE SOUTHWEST 1/4 OF SECTION 27, T 7N,
 BV1734'R 18W.  IT IS A GLASS ENCLOSED CABIN ATOP A FOUR LEGGED STEEL
 BV1734'STRUCTURE, GREY IN COLOR.  THE APEX OF THE CABIN ROOF WAS THE
 BV1734'POINT INTERSECTED.
 BV1734'
 BV1734'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CARSON GO WEST
 BV1734'ON STATE HIGHWAY 42 FOR 0.45 MILES TO THE TOWER ON THE LEFT.
 BV1734'
 BV1734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1734'0.5 MILES WEST OF CARSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1733 ***********************************************************************
 BV1733  DESIGNATION -  CARSON RESET
 BV1733  PID         -  BV1733
 BV1733  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1733  USGS QUAD   -  PRENTISS EAST (1970)
 BV1733
 BV1733                         *CURRENT SURVEY CONTROL
 BV1733  ___________________________________________________________________
 BV1733* NAD 83(1993)-  31 32 18.98302(N)    089 48 05.33702(W)     ADJUSTED  
 BV1733* NAVD 88     -       153.41   (+/-2cm)     503.3    (feet)  VERTCON   
 BV1733  ___________________________________________________________________
 BV1733  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BV1733  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BV1733  HORZ ORDER  -  FIRST
 BV1733  VERT ORDER  -  THIRD ? (See Below)
 BV1733
 BV1733.The horizontal coordinates were established by classical geodetic methods
 BV1733.and adjusted by the National Geodetic Survey in May 1994.
 BV1733
 BV1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1733.The vertical order pertains to the NGVD 29 superseded value.
 BV1733
 BV1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1733
 BV1733.The geoid height was determined by GEOID03.
 BV1733
 BV1733;                    North         East     Units Scale Factor Converg.
 BV1733;SPC MS W     -   226,113.863   750,504.096   MT  0.99998145   +0 16 41.5
 BV1733;SPC MS W     -   741,841.90  2,462,278.85   sFT  0.99998145   +0 16 41.5
 BV1733;SPC MS E     -   226,397.566   208,063.995   MT  1.00005421   -0 30 23.2
 BV1733;SPC MS E     -   742,772.68    682,623.29   sFT  1.00005421   -0 30 23.2
 BV1733;UTM  16      - 3,492,698.541   234,020.149   MT  1.00047265   -1 27 58.5
 BV1733
 BV1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1733!SPC MS W     -   0.99998001  x   0.99998145  =   0.99996146
 BV1733!SPC MS E     -   0.99998001  x   1.00005421  =   1.00003422
 BV1733!UTM  16      -   0.99998001  x   1.00047265  =   1.00045265
 BV1733
 BV1733|---------------------------------------------------------------------|
 BV1733| PID    Reference Object                     Distance      Geod. Az  |
 BV1733|                                                           dddmmss.s |
 BV1733| CG1298 CARSON RM 3                          36.183 METERS 02122     |
 BV1733| CG1296 CARSON RM 1                          36.232 METERS 02126     |
 BV1733| BV1723 SEMINARY S CENTRAL BELL MW KLG      APPROX.23.8 KM 0875413.9 |
 BV1733| CG1295 CARSON AZ MK RESET                                 0935635.2 |
 BV1733| BV1004 CARSON AZ MK                                       0971440.3 |
 BV1733| CG1299 CARSON RM 4                          17.917 METERS 10638     |
 BV1733| BV1734 CARSON JEFF DAVIS FOREST LOT         16.209 METERS 12219     |
 BV1733| BV1672 BASSFIELD MUNICIPAL TANK            APPROX. 7.2 KM 1294146.4 |
 BV1733| CG1297 CARSON RM 2                          37.759 METERS 25620     |
 BV1733| BV1735 PRENTISS MUNICIPAL TANK             APPROX. 9.1 KM 3131735.4 |
 BV1733| BV1731 PRENTISS MUNICIPAL TANK             APPROX. 9.6 KM 3175404.5 |
 BV1733| BV1741 BOZEMAN RESET                       APPROX.14.1 KM 3180624.3 |
 BV1733|---------------------------------------------------------------------|
 BV1733
 BV1733                          SUPERSEDED SURVEY CONTROL
 BV1733
 BV1733  NAD 83(1986)-  31 32 18.99702(N)    089 48 05.33502(W) AD(       ) 1
 BV1733  NAD 27      -  31 32 18.38800(N)    089 48 05.05900(W) AD(       ) 1
 BV1733  NGVD 29 (07/19/86)  153.42   (m)          503.3    (f) LEVELING    3  
 BV1733
 BV1733.Superseded values are not recommended for survey control.
 BV1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1733.See file dsdata.txt to determine how the superseded data were derived.
 BV1733
 BV1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3402092699(NAD 83)
 BV1733_MARKER: DS = TRIANGULATION STATION DISK
 BV1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1733+STABILITY: SURFACE MOTION
 BV1733
 BV1733  HISTORY     - Date     Condition        Report By
 BV1733  HISTORY     - 1934     MONUMENTED       CGS
 BV1733  HISTORY     - 1955     GOOD             CGS
 BV1733  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BV1733  HISTORY     - 1968     GOOD             CGS
 BV1733  HISTORY     - 1969     GOOD             CGS
 BV1733  HISTORY     - 1972     GOOD             MSHD
 BV1733
 BV1733                          STATION DESCRIPTION
 BV1733
 BV1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1733'ABOUT 6 MILES SOUTHEAST OF PRENTISS, ABOUT 0.4 MILE WEST OF CARSON,
 BV1733'IN THE SOUTHWEST QUARTER OF SEC. 27, T. 7 N., R. 18 W., ON A HIGH
 BV1733'POINT OF LAND, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF A
 BV1733'DIRT ROAD AND STATE HIGHWAY 42, 180 FEET SOUTHWEST OF THE CENTER
 BV1733'LINE OF HIGHWAY 42, 190 FEET WEST OF T-ROAD, AND 30 FEET SOUTH OF
 BV1733'OLD ROAD.
 BV1733'
 BV1733'TO REACH FROM THE COURTHOUSE IN PRENTISS, GO SOUTH ON STATE HIGHWAY
 BV1733'42 FOR 0.25 MILE TO WHERE IT TURNS LEFT AT THE RAILROAD STATION,
 BV1733'TURN LEFT AND FOLLOW HIGHWAY 42 IN AN EASTERLY DIRECTION FOR 6.4
 BV1733'MILES, OR 0.5 MILE WEST OF THE RAILROAD DEPOT IN CARSON, TO A
 BV1733'WOODS-ROAD RIGHT (SOUTH) AND THE STATION.
 BV1733'
 BV1733'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BV1733'DISKS SET IN CONCRETE.
 BV1733'
 BV1733'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AND 61 FEET SOUTH OF
 BV1733'THE CENTER LINE OF HIGHWAY 42.
 BV1733'
 BV1733'REFERENCE MARK NO.2 IS WEST OF THE STATION, AND 15 FEET SOUTH OF
 BV1733'THE CENTER LINE OF THE OLD WAGON ROAD.
 BV1733'
 BV1733'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, AT A JAGGED CROSS
 BV1733'ROAD, IN THE SOUTHEAST ANGLE OF SOUTH T-ROAD, 25 FEET SOUTH OF THE
 BV1733'CENTER LINE OF HIGHWAY 42, 50 FEET EAST OF THE CENTER LINE OF THE
 BV1733'T-ROAD, AND 200 FEET WEST OF A FILLING STATION.
 BV1733'
 BV1733'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 BV1733'
 BV1733'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1733
 BV1733                          STATION RECOVERY (1955)
 BV1733
 BV1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1733'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND IN GOOD
 BV1733'CONDITION. REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE BEEN
 BV1733'DESTROYED.  REFERENCE MARK 1 WAS FOUND DISTURBED AND PUSHED OVER ON
 BV1733'ITS SIDE.  THE MARK WAS RESET IN A NEW HOLE VERY CLOSE TO THE
 BV1733'LOCATION OF REFERENCE MARK 1. THE DISK WAS STAMPED NO. 3 AND
 BV1733'THE MARK USED AS REFERENCE MARK 3. A LOOKOUT TOWER HAS BEEN
 BV1733'ERECTED AT THE SITE OF THE STATION. REFERENCE MARK 4 WAS
 BV1733'ESTABLISHED IN THE NE CORNER OF THE NE LEG OF THE TOWER. A NEW
 BV1733'DESCRIPTION FOLLOWS--
 BV1733'
 BV1733'THE STATION IS LOCATED ABOUT 6 MI. SE OF PRENTISS, 0.4 MI. W OF
 BV1733'CARSON, ON THE S SIDE OF STATE HIGHWAY 42, ON THE TOP OF A RIDGE,
 BV1733'AT THE SITE OF THE CARSON LOOKOUT TOWER, 12 FT. W OF THE PROJECTED
 BV1733'CENTER OF THE DRIVEWAY TO THE LOOKOUT TOWER, 38 FT. W OF THE NW
 BV1733'LEG OF THE LOOKOUT TOWER, 58.8 FT. W OF THE NE LEG OF THE TOWER,
 BV1733'182 FT.  S OF THE CENTERLINE OF STATE HIGHWAY 42, 5 FT. N OF THE N
 BV1733'SIDE OF A SMALL WHITE HOUSE, AND 20 FT. W OF AN 18-IN. OAK TREE.
 BV1733'IT IS A STANDARD DISK, STAMPED CARSON 1934 AND PROJECTING 6 IN.
 BV1733'
 BV1733'REFERENCE MARK 3 IS 118.73 FT. N OF THE STATION, IN THE SE ANGLE OF
 BV1733'THE INTERSECTION OF STATE HIGHWAY 42 AND THE DRIVEWAY TO THE LOOKOUT
 BV1733'TOWER, 64 FT. S OF THE CENTERLINE OF STATE HIGHWAY 42, 11 FT. E OF
 BV1733'THE CENTER OF THE DRIVEWAY, AND 18 FT. SW OF A POWER POLE. IT IS A
 BV1733'STANDARD DISK, STAMPED CARSON NO 3 1934 AND PROJECTING 10 IN.
 BV1733'
 BV1733'REFERENCE MARK 4 IS 58.76 FT. E OF THE STATION. IT IS A STANDARD
 BV1733'DISK, SET IN A DRILL HOLE IN THE NE CORNER OF THE CONCRETE
 BV1733'FOUNDATION OF THE NE LEG OF THE CARSON LOOKOUT TOWER. IT IS STAMPED
 BV1733'CARSON NO 4 1934.
 BV1733'
 BV1733'TO REACH THE STATION FROM THE POST OFFICE IN CARSON, GO W ON STATE
 BV1733'HIGHWAY 42 FOR 0.5 MI. TO A CROSSROAD, TURN LEFT AND GO 75 YD. TO
 BV1733'THE LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 BV1733'
 BV1733'NOTE--THE ANGLE BETWEEN REFERENCE MARKS 3 AND 4 IS 85 DEG 06 MIN
 BV1733'36 SEC.
 BV1733
 BV1733                          STATION RECOVERY (1965)
 BV1733
 BV1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1733'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 BV1733'WERE RECOVERED AS DESCRIBED IN 1955.  THE SURFACE STATION MARK WAS
 BV1733'LOWERED FLUSH WITH THE SURFACE OF THE GROUND AS REQUESTED BY THE
 BV1733'STATE FOREST SERVICE, AND IS STAMPED CARSON 1934 1965.
 BV1733'
 BV1733'THE PREVIOUS TO REACH THE STATION IS ADEQUATE.
 BV1733'
 BV1733'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 BV1733'
 BV1733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARSON 1934 RESET
 BV1733'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BV1733'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 49 FEET
 BV1733'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 42, 37 FEET WEST OF
 BV1733'A 30-INCH TREE, 3 FEET WEST OF A POWER POLE, AND 2.7 FEET
 BV1733'SOUTHWEST OF A METAL WITNESS POST.
 BV1733'
 BV1733'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CARSON, GO WEST
 BV1733'ON STATE HIGHWAY 42 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BV1733'
 BV1733'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BV1733
 BV1733                          STATION RECOVERY (1968)
 BV1733
 BV1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (VLC)
 BV1733'STATION FOUND IN GOOD CONDITION.
 BV1733
 BV1733                          STATION RECOVERY (1969)
 BV1733
 BV1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 BV1733'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 BV1733'WERE RECOVERED AS DESCRIBED IN 1965.
 BV1733'
 BV1733'THE TO REACH IS ADEQUATE.
 BV1733'
 BV1733'RM 3 TO RM 4 IS OBSTRUCTED BY TREES.
 BV1733'
 BV1733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1733'0.5 MILE WEST OF CARSON.
 BV1733
 BV1733                          STATION RECOVERY (1972)
 BV1733
 BV1733'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1733'THE STATION WAS VISITED 8-16-72 AND THE STATION MARK, RM NO 3, RM
 BV1733'NO 4, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 BV1733'MARK IS OBSTRUCTED BY A GROWTH OF PINES NEAR THE STATION.
 BV1733'
 BV1733'THE STATION IS LOCATED 0.5 MILES WEST OF CARSON ON THE SITE OF JEFF
 BV1733'DAVIS LOOKOUT TOWER, 5.8 MILES SOUTHEAST OF PRENTISS IN THE
 BV1733'SOUTHWEST 1/4 OF SECTION 27, T 7N, R 18W, ON LAND OWNED BY THE MISS.
 BV1733'FORESTRY COMMISSION. IT IS 182.5 FEET SOUTH OF THE CENTER OF
 BV1733'HIGHWAY 42, 32 FEET NORTH OF THE NORTHEAST CORNER OF AN OVAL
 BV1733'SHAPED METAL BUILDING, 39 FEET WEST-NORTHWEST OF THE NORTHWEST LEG
 BV1733'OF THE LOOKOUT TOWER, AND 10 FEET WEST OF THE CENTER OF THE
 BV1733'ENTRANCE TO THE TOWER.
 BV1733'
 BV1733'IT IS A TRIANGULATION DISK, STAMPED CARSON 1934 1965 FLUSH WITH THE
 BV1733'DRIVEWAY.
 BV1733'
 BV1733'REFERENCE MARK NO 3 IS 118.74 FEET NORTH OF THE STATION. IT IS 64
 BV1733'FEET SOUTH OF THE CENTER OF HIGHWAY 42, 11 FEET EAST OF THE CENTER
 BV1733'OF THE ENTRANCE TO THE TOWER, 41.5 FEET EAST-SOUTHEAST OF A ROW
 BV1733'MARKER, 31 FEET EAST-SOUTHEAST OF THE LOOKOUT TOWER SIGN AND 1
 BV1733'FOOT EAST OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK,
 BV1733'STAMPED CARSON NO 3 1934 PROJECTING 10 INCHES.
 BV1733'
 BV1733'REFERENCE MARK NO 4 IS 58.79 FEET EAST OF THE STATION. IT IS 47
 BV1733'FEET EAST OF THE CENTER OF THE ENTRANCE TO THE TOWER, 12 FEET WEST
 BV1733'OF THE CENTER OF A CIRCULAR DRIVEWAY, 73 FEET WEST-NORTHWEST OF THE
 BV1733'SOUTHWEST CORNER OF A BROWN FRAME HOUSE, 64.5 FEET EAST-NORTHEAST
 BV1733'OF THE NORTHEAST CORNER OF AN OVER SHAPED METAL BUILDING SET IN A
 BV1733'DRILL HOLE IN THE NORTH CORNER OF THE NORTHEAST CONCRETE FOOTING
 BV1733'FOR THE JEFFERSON DAVIS LOOKOUT TOWER. IT IS A REFERENCE MARK
 BV1733'DISK, STAMPED CARSON NO 4, 1934.
 BV1733'
 BV1733'THE AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF HIGHWAY 42, 102
 BV1733'FEET NORTH-NORTHEAST OF A POLE WITH A LAMP, 58 FEET SOUTH OF A
 BV1733'TELEPHONE POLE, 3.5 FEET WEST-SOUTHWEST OF A POWER POLE AND 2.5
 BV1733'FEET SOUTHWEST OF A METAL WITNESS POST. IT IS AN AZIMUTH MARK
 BV1733'DISK, STAMPED CARSON 1934 RESET 1965 PROJECTING 3 INCHES.
 BV1733'
 BV1733'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS GO
 BV1733'SOUTHWEST ON STATE HIGHWAY 13 FOR 0.8 MILES TO THE JUNCTION OF STATE
 BV1733'HIGHWAY 42. TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY 42 FOR 5.8
 BV1733'MILES TO THE LOOKOUT TOWER AND THE MARK ON THE RIGHT (0.1 MILES
 BV1733'BEYOND A SCHOOL ON THE LEFT). TO REACH THE AZIMUTH CONTINUE EAST
 BV1733'ON STATE HIGHWAY 42 FOR 0.35 MILES TO THE MARK ON THE LEFT. THE
 BV1733'STATION ALSO CAN BE REACHED FROM THE POST OFFICE IN CARSON BY
 BV1733'GOING WEST ON STATE HIGHWAY 42 FOR 0.1 MILES TO THE AZIMUTH ON THE
 BV1733'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 42 FOR 0.35 MILES TO A SIDE
 BV1733'ROAD RIGHT AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1358 ***********************************************************************
 CO1358  DESIGNATION -  CARSON RESET
 CO1358  PID         -  CO1358
 CO1358  STATE/COUNTY-  MS/NEWTON
 CO1358  USGS QUAD   -  CONEHATTA (1982)
 CO1358
 CO1358                         *CURRENT SURVEY CONTROL
 CO1358  ___________________________________________________________________
 CO1358* NAD 83(2007)-  32 29 16.60722(N)    089 15 19.85728(W)     ADJUSTED  
 CO1358* NAVD 88     -       193.0    (meters)     633.     (feet)  VERTCON   
 CO1358  ___________________________________________________________________
 CO1358  EPOCH DATE  -        2002.00
 CO1358  X           -      69,973.380 (meters)                     COMP
 CO1358  Y           -  -5,384,874.966 (meters)                     COMP
 CO1358  Z           -   3,406,284.742 (meters)                     COMP
 CO1358  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CO1358  ELLIP HEIGHT-         165.693 (meters)          (02/10/07) ADJUSTED
 CO1358  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CO1358
 CO1358  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1358  Type    PID    Designation                      North   East  Ellip
 CO1358  -------------------------------------------------------------------
 CO1358  NETWORK CO1358 CARSON RESET                      1.57   4.65   3.27
 CO1358  -------------------------------------------------------------------
 CO1358
 CO1358.The horizontal coordinates were established by GPS observations
 CO1358.and adjusted by the National Geodetic Survey in February 2007.
 CO1358
 CO1358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1358.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1358.The horizontal coordinates are valid at the epoch date displayed above.
 CO1358.The epoch date for horizontal control is a decimal equivalence
 CO1358.of Year/Month/Day.
 CO1358
 CO1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1358
 CO1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1358
 CO1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1358
 CO1358.The ellipsoidal height was determined by GPS observations
 CO1358.and is referenced to NAD 83.
 CO1358
 CO1358.The geoid height was determined by GEOID03.
 CO1358
 CO1358;                    North         East     Units Scale Factor Converg.
 CO1358;SPC MS E     -   331,334.029   260,321.189   MT  0.99996941   -0 13 36.4
 CO1358;SPC MS E     - 1,087,051.73    854,070.43   sFT  0.99996941   -0 13 36.4
 CO1358;UTM  16      - 3,596,764.274   288,067.118   MT  1.00015390   -1 12 43.0
 CO1358
 CO1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1358!SPC MS E     -   0.99997399  x   0.99996941  =   0.99994340
 CO1358!UTM  16      -   0.99997399  x   1.00015390  =   1.00012788
 CO1358
 CO1358|---------------------------------------------------------------------|
 CO1358| PID    Reference Object                     Distance      Geod. Az  |
 CO1358|                                                           dddmmss.s |
 CO1358| CG1292 CARSON RM 1                          44.200 METERS 01426     |
 CO1358| CO1609 CARSON RM 3                          18.565 METERS 01459     |
 CO1358| CO1322 HOUSTON                             APPROX.13.1 KM 0150737.4 |
 CO1358| CO1320 COUNTY LINE LOT                     APPROX.20.2 KM 0563032.1 |
 CO1358| CO1281 CENTER RM 3                         APPROX.28.7 KM 1001415.2 |
 CO1358| CO1342 NEWTON MUNICIPAL TANK               APPROX.20.6 KM 1534156.0 |
 CO1358| CO1359 CONEHATTA LOT                       APPROX. 3.3 KM 1874710.2 |
 CO1358| CO1360 CONEHATTA MUN TANK                  APPROX. 3.7 KM 2011624.3 |
 CO1358| CO1610 CARSON RM 4                          16.340 METERS 24543     |
 CO1358| CG1293 CARSON RM 2                          31.100 METERS 28326     |
 CO1358|---------------------------------------------------------------------|
 CO1358
 CO1358                          SUPERSEDED SURVEY CONTROL
 CO1358
 CO1358  ELLIP H (04/15/02)  165.674  (m)                       GP(       ) 4 1
 CO1358  NAD 83(1993)-  32 29 16.60856(N)    089 15 19.86120(W) AD(       ) 1
 CO1358  ELLIP H (05/13/94)  165.784  (m)                       GP(       ) 4 1
 CO1358  NAD 83(1986)-  32 29 16.61902(N)    089 15 19.86525(W) AD(       ) 1
 CO1358  NAD 27      -  32 29 16.11500(N)    089 15 19.64200(W) AD(       ) 1
 CO1358  NGVD 29 (07/19/86)  193.0    (m)          633.     (f) VERT ANG    3  
 CO1358
 CO1358.Superseded values are not recommended for survey control.
 CO1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1358.See file dsdata.txt to determine how the superseded data were derived.
 CO1358
 CO1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA8806796764(NAD 83)
 CO1358_MARKER: DS = TRIANGULATION STATION DISK
 CO1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1358_SP_SET: CONCRETE POST
 CO1358_STAMPING: CARSON 1930 1964
 CO1358_MARK LOGO: CGS   
 CO1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1358+STABILITY: SURFACE MOTION
 CO1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1358+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 CO1358
 CO1358  HISTORY     - Date     Condition        Report By
 CO1358  HISTORY     - 1930     MONUMENTED       CGS
 CO1358  HISTORY     - 1964     SEE DESCRIPTION  MSHD
 CO1358  HISTORY     - 1964     SEE DESCRIPTION  CGS
 CO1358  HISTORY     - 1964     GOOD             CGS
 CO1358  HISTORY     - 1970     GOOD             MSSU
 CO1358  HISTORY     - 1970     GOOD             NGS
 CO1358  HISTORY     - 1971     GOOD             NGS
 CO1358  HISTORY     - 1987     GOOD             NGS
 CO1358  HISTORY     - 19890814 GOOD             MSHD
 CO1358
 CO1358                          STATION DESCRIPTION
 CO1358
 CO1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO1358'ABOUT 3 MILES NORTHEAST OF CONEHATTA, 2 MILES EAST OF THE
 CO1358'CHESTNUT SPRINGS SCHOOL, IN SEC. 34, T. 8 N., R. 10 E., CHOCTAW
 CO1358'MERIDIAN, ON A HIGH WOODED HILL, 28 METERS EAST OF THE CENTER LINE
 CO1358'OF THE ROAD.  THE MARK PROJECTS ABOUT 6 INCHES.
 CO1358'
 CO1358'TO REACH FROM CONEHATTA, FOLLOW THE ROAD EAST AND BEAR TO THE
 CO1358'LEFT AT ALL FORKS, GO 2.0 MILES, TAKE THE LEFT FORK WHICH IS ON
 CO1358'A CURVE AND IN FRONT OF A HOUSE AND GO 0.1 MILE, TAKE THE LEFT
 CO1358'FORK AT A T-INTERSECTION OF ROADS AND FOLLOW THE MAIN-TRAVELED
 CO1358'ROAD FOR 2.1 MILES TO THE STATION.
 CO1358'
 CO1358'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CO1358'DISKS SET IN CONCRETE.
 CO1358'
 CO1358'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AT THE FOOT OF A
 CO1358'2-FOOT OAK.
 CO1358'
 CO1358'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND 3 METERS WEST OF
 CO1358'THE ROAD.
 CO1358'
 CO1358'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CO1358
 CO1358                          STATION RECOVERY (1964)
 CO1358
 CO1358'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1358'THE STATION SITE WAS VISITED FEBRUARY 1964 AND ALL MARKS HAD
 CO1358'BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 CO1358'
 CO1358'THE STATION SITE WAS VISITED AND FOUND THE STATION R.M. 1 AND
 CO1358'R.M. 2 FOUNDATIONS LYING ON TOP OF THE GROUND AND THE DISKS WERE
 CO1358'RECLAIMED.
 CO1358'
 CO1358'THE STATION SUB SURFACE DISK WAS SEARCHED FOR BUT WITHOUT SUCCESS,
 CO1358'ALL REFERENCE POINTS HAD BEEN DESTROYED.
 CO1358
 CO1358                          STATION RECOVERY (1964)
 CO1358
 CO1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 CO1358'THE STATION WAS VISITED 5-20-64 AND THE STATION SURFACE MARK,
 CO1358'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND DESTROYED AND THE DISKS
 CO1358'RECLAIMED.  THE STATION SUBSURFACE MARK WAS FOUND IN GOOD
 CO1358'CONDITION.  A NEW SURFACE MARK WAS ESTABLISHD OVER THE SUB-SURFACE
 CO1358'MARK NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  NO AZIMUTH
 CO1358'MARK HAD BEEN ESTABLISHED FOR THIS STATION.
 CO1358'
 CO1358'A NEW DESCRIPTION FOLLOWS-
 CO1358'
 CO1358'THE STATION IS LOCATED ABOUT 3 MILES NE. OF CONEHATTA, 2 MILES EAST
 CO1358'OF THE CHESTNUT SPRINGS SCHOOL IN SECTION 34, T 8N, R 10 E. ON A
 CO1358'HIGH KNOLL COVERED WITH TIMBER AND IN THE CENTER OF AN OLD LOGGING
 CO1358'ROAD LEADING SOUTHEAST FROM THE MAIN ROAD.  IT IS 79 FEET EAST OF
 CO1358'THE CENTER MAIN ROAD, 21 FEET SSE OF A 10 INCH BLAZED PINE
 CO1358'TREE, AND 1 FOOT S. OF A METAL WITNESS POST.  IT IS A STANDARD
 CO1358'DISK, STAMPED CARSON 1930 1964, PROJECTING 2 INCHES.
 CO1358'
 CO1358'REFERENCE MARK NO. 3 IS 60.89 FEET NORTH OF THE STATION.  IT IS 52
 CO1358'FEET EAST OF THE CENTER OF THE MAIN ROAD, 39 FEET SOUTHEAST OF A
 CO1358'12-INCH PINE TREE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 CO1358'A STANDARD DISK, STAMPED CARSON NO 3 1930 1964 PROJECTING 3
 CO1358'INCHES.
 CO1358'
 CO1358'REFERENCE MARK NO. 4 IS 53.68 FEET SOUTHWEST OF THE STATION, 54
 CO1358'FEET EAST OF THE CENTER OF THE ROAD, 12 FEET NORTH OF A 10-INCH
 CO1358'PINE TREE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 CO1358'STANDARD DISK, STAMPED CARSON NO 4 1930 1964, PROJECTING 6 INCHES.
 CO1358'
 CO1358'TO REACH THE STATION FROM CONEHATTA GO EAST AND NORTH FOR 2.1 MILE
 CO1358'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 2.1 MILES TO THE
 CO1358'MARK ON THE RIGHT.
 CO1358
 CO1358                          STATION RECOVERY (1964)
 CO1358
 CO1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 CO1358'RECOVERED IN GOOD CONDITION.
 CO1358
 CO1358                          STATION RECOVERY (1970)
 CO1358
 CO1358'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (GM)
 CO1358'BOTH REF. MKS AND THE STATION WERE STAMPED CARSON 1935,1964, BUT
 CO1358'THE DECRIPTION GIVEN WAS CARSON 1930,1964.
 CO1358
 CO1358                          STATION RECOVERY (1970)
 CO1358
 CO1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1358'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 CO1358'FOUND TO BE IN GOOD CONDITION.  NO AZIMUTH MARK HAS EVER BEEN
 CO1358'ESTABLISHED FOR THIS STATION AND THERE IS NO SUITABLE PLACE TO
 CO1358'SET ONE AT THIS TIME.  THE DIRECTION TO THE REFERENCE MARKS
 CO1358'COMPARED FAVORABLY WITH THE 1964 DATA.  THE DISTANCE TO REFERENCE
 CO1358'MARK 3 COMPARED FAVORABLY WITH THE 1964 DATA, HOWEVER A
 CO1358'DIFFERENCE OF 0.012 METERS WAS NOTED AND VERIFIED IN THE
 CO1358'DISTANCE TO REFERENCE MARK 4.  THE MARKS ARE STAMPED 1935 NOT
 CO1358'1930 AS PREVIOUSLY REPORTED.  A COMPLETE NEW DESCRIPTION
 CO1358'FOLLOWS.
 CO1358'
 CO1358'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF UNION, 7-1/2
 CO1358'MILES SOUTHEAST OF SEBASTOPOL, 3 MILES NORTHEAST OF CONEHATTA, IN
 CO1358'SECTION 34, T8N, R10E AND ON PROPERTY OWNED BY THE LUKE ESTATE
 CO1358'AND LEASED BY WEYERHAEUSER LUMBER COMPANY.
 CO1358'
 CO1358'TO REACH THE STATION FROM THE POST OFFICE IN CONEHATTA GO
 CO1358'NORTHEAST ON STATE HIGHWAY 489 FOR 1.6 MILES TO THE CONEHATTA,
 CO1358'STATE FOREST SERVICE LOOKOUT TOWER ON THE RIGHT.  CONTINUE
 CO1358'AHEAD NORTHEAST ON STATE HIGHWAY 489 FOR 0.5 MILE TO A SIDE ROAD
 CO1358'LEFT.  TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 2.0
 CO1358'MILES TO A TRACK ROAD RIGHT AND THE STATION ON THE RIGHT AS
 CO1358'DESCRIBED.
 CO1358'
 CO1358'THE STATION MARK IS A STANDARD DISK STAMPED CARSON 1935 1964,
 CO1358'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CO1358'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 CO1358'61 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 CO1358'ATTACHED, 54.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH
 CO1358'SIGN ATTACHED, 42 FEET EAST OF A CUTBANK, 21 FEET SOUTH OF A
 CO1358'16-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 1.5 FEET SOUTH OF
 CO1358'A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1358'
 CO1358'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CARSON NO 3 1935
 CO1358'1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 CO1358'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 CO1358'SURFACE.  IT IS 60 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CO1358'ATTACHED, 51 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 41
 CO1358'FEET NORTH-NORTHWEST OF THE 16-INCH PINE TREE WITH TRIANGULAR
 CO1358'BLAZE AND 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 CO1358'ATTACHED.
 CO1358'
 CO1358'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CARSON NO 4 1935
 CO1358'1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 CO1358'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 CO1358'IS 54 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 CO1358'ATTACHED, 53 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND
 CO1358'1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1358'
 CO1358'THE LINE FROM REFERENCE MARK 3 TO REFERENCE MARK 4 IS OBSTRUCTED
 CO1358'BY TREES.
 CO1358'
 CO1358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CO1358'3 MILES NORTHEAST OF CONEHATTA.
 CO1358
 CO1358                          STATION RECOVERY (1971)
 CO1358
 CO1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JV)
 CO1358'THE STATION WAS VISITED APRIL 9, 1971, AND THE STATION MARK,
 CO1358'REFERENCE MARKS NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.  NO
 CO1358'AZIMUTH MARK HAD BEEN ESTABLISHED FOR THIS STATION.
 CO1358'
 CO1358'THE STATION IS LOCATED 3 MILES NORTHEAST OF CONEHATTA AND 2 MILES
 CO1358'EAST OF CHESTNUT SPRINGS SCHOOL, IN THE SOUTHEAST 1/4 OF SECTION
 CO1358'34, T 8N., R10E., 79 FEET EAST OF CENTER OF MAIN ROAD, 21 FEET
 CO1358'SOUTH SOUTHEAST OF A 10-INCH BLAZED PINE TREE, AND 1 FOOT SOUTH
 CO1358'OF A METAL WITNESS POST.  IT IS A STANDARD TRIANGULATION DISK
 CO1358'STAMPED CARSON 1935 1964 AND SET IN A 12-INCH ROUND CONCRETE
 CO1358'POST PROJECTING 2 INCHES ABOVE GROUND LEVEL.
 CO1358'
 CO1358'REFERENCE MARK NO. 4 IS 53 FEET SOUTHWEST OF THE STATION,
 CO1358'12 FEET NORTH OF A 12-INCH BLAZED PINE, 1 FOOT EAST OF A
 CO1358'METAL WITNESS POST, 54 FEET EAST OF CENTER OF THE ROAD.  IT IS A
 CO1358'STANDARD REFERENCE MARK DISK STAMPED CARSON NO. 4 1935, 1964 AND
 CO1358'SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 CO1358'GROUND LEVEL.
 CO1358'
 CO1358'REFERENCE MARK NO. 3 IS 61 FEET NORTH OF THE STATION, 39 FEET
 CO1358'SOUTHEAST OF A 14-INCH PINE, 52 FEET EAST OF CENTER OF THE MAIN
 CO1358'ROAD, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CO1358'REFERENCE MARK DISK STAMPED CARSON NO. 3 1935 1964 AND SET IN
 CO1358'A 12 INCH ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 CO1358'LEVEL.
 CO1358'
 CO1358'THE DISTANCE BETWEEN REFERENCE MARK NO. 4 AND NO. 3 IS 102 FEET.
 CO1358'
 CO1358'TO REACH THE STATION FROM CONEHATTA GO EAST ON UNION-CONEHATTA
 CO1358'ROAD 2.0 MILES.
 CO1358'
 CO1358'TURN LEFT IN A CURVE WITH A HOUSE IN INTERSECTION.  GO NORTH 1.8
 CO1358'MILES ALONG ROAD TO THE STATION ON THE RIGHT AT THE TOP OF A HILL.
 CO1358
 CO1358                          STATION RECOVERY (1987)
 CO1358
 CO1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CO1358'THE STATION WAS RECOVERED AT THIS DATE.
 CO1358'THE STATION MARK WAS RECOVERED IN APPARENT GOOD CONDITION, THE
 CO1358'MONUMENT HAS BEEN BADLY CHIPPED, BUT IS VERICAL AND SOLIDLY IN
 CO1358'PLACE.
 CO1358'OWNERSHIP---WEYERHAEUSER PAPER COMPANY.
 CO1358'
 CO1358'TO REACH THE STATION FROM THE OVERPASS AT EXIT 28 ON INTERSTATE 20, GO
 CO1358'NORTH FOR 2.8 KM (1.75 MI) ON PAVED ROAD TO JUNCTION OF U.S.
 CO1358'HIGHWAY 80 AT LEAKE.
 CO1358'TURN RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) ON HIGHWAY 80 TO THE
 CO1358'JUNCTION OF STATE HIGHWAY 489 ON THE LEFT.
 CO1358'TURN LEFT AND GO NORTH FOR 13.7 KM (8.5 MI) ON HIGHWAY 489 TO A
 CO1358'SIDE ROAD RIGHT AT CONEHATTA.
 CO1358'TURN RIGHT AND GO EAST FOR 2.6 KM (1.6 MI) ON HIGHWAY 489 TO A
 CO1358'LOOKOUT TOWER ON THE RIGHT.
 CO1358'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.7 KM (0.45 MI) ON HIGHWAY
 CO1358'489 TO A PAVED SIDE ROAD ON THE LEFT.
 CO1358'TURN LEFT AND GO NORTH FOR 1.85 KM (1.15 MI) ON THE PAVED ROAD TO A
 CO1358'SIDE ROAD RIGHT.
 CO1358'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.3 KM (0.8 MI) ON THE
 CO1358'PAVED ROAD TO AN ABANDON WOODS ROAD AND STATION ON THE RIGHT, 0.2
 CO1358'KM (0.1 MI) BEFORE REACHING TANK ON RIGHT.
 CO1358'
 CO1358'THE STATION IS A STANDARD NGS DISK
 CO1358'STAMPED---CARSON 1935 1964---,
 CO1358'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CO1358'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 CO1358'23.2 METERS (76 FT) EAST FROM THE CENTER OF GRAVEL ROAD,
 CO1358'0.30 METERS (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST, AND
 CO1358'30.5 METERS (100 FT) EAST FROM THE ONLY POWER POLE ON WEST SIDE OF
 CO1358'ROAD.  THE STATION IS NOW AT WEST EDGE OF ABANDON WOODS ROAD.
 CO1358'
 CO1358'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 CO1358
 CO1358                          STATION RECOVERY (1989)
 CO1358
 CO1358'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1358'MARK IS LOCATED 4.83 KM (3.00 MI) NORTHEAST OF CONEHATTA, 14.97 KM
 CO1358'(9.30 MI) NORTHWEST OF DECATUR, 16.91 KM (10.50 MI) NORTH NORTHEAST OF
 CO1358'LAKE, ABOUT 90 M (295.3 FT) SOUTH OF A WATER TANK IN THE SOUTHEAST
 CO1358'CORNER OF SECTION 34, T8N, R10E.  TO REACH FROM THE JUNCTION OF U.S.
 CO1358'HWY 80 AND STATE HIGHWAY 489 IN LAKE, GO NORTH ON STATE HIGHWAY 489
 CO1358'FOR 13.69 KM (8.50 MI) TO WHERE THE HIGHWAY TURNS DUE EAST IN THE
 CO1358'COMMUNITY OF CONEHATTA, CONTINUE EAST ON STATE HIGHWAY 489 FOR 2.66 KM
 CO1358'(1.65 MI) TO A LOOKOUT TOWER ON THE RIGHT, CONTINUE NORTHEAST ON STATE
 CO1358'HIGHWAY 489 FOR 0.72 KM (0.45 MI) TO A SIDE ROAD LEFT, TURN LEFT AND
 CO1358'GO NORTH ON A PAVED ROAD FOR 1.77 KM (1.10 MI) TO A SIDE ROAD RIGHT,
 CO1358'CONTINUE NORTH ON A PAVED ROAD FOR 1.29 KM (0.80 MI) TO A WOODS ROAD
 CO1358'AND THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF
 CO1358'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30.33 M (99.5 FT)
 CO1358'EAST SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 29.26 M (96.0 FT)
 CO1358'SOUTH OF A 10 INCH OAK, 24.69 M (81.0 FT) SOUTHEAST OF THE CENTER OF A
 CO1358'GRAVEL ROAD, 1.22 M (4.0 FT) WEST OF THE CENTER OF A WOODS ROAD AND
 CO1358'0.3 M (1.0 FT) EAST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2569 ***********************************************************************
 CP2569  DESIGNATION -  CARTER
 CP2569  PID         -  CP2569
 CP2569  STATE/COUNTY-  MS/YAZOO
 CP2569  USGS QUAD   -  CARTER (1988)
 CP2569
 CP2569                         *CURRENT SURVEY CONTROL
 CP2569  ___________________________________________________________________
 CP2569* NAD 83(1993)-  32 57 45.65501(N)    090 24 43.72803(W)     ADJUSTED  
 CP2569* NAVD 88     -        32.4    (meters)     106.     (feet)  VERTCON   
 CP2569  ___________________________________________________________________
 CP2569  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CP2569  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CP2569  HORZ ORDER  -  THIRD
 CP2569
 CP2569.The horizontal coordinates were established by classical geodetic methods
 CP2569.and adjusted by the National Geodetic Survey in May 1994.
 CP2569
 CP2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2569
 CP2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2569
 CP2569.The geoid height was determined by GEOID03.
 CP2569
 CP2569;                    North         East     Units Scale Factor Converg.
 CP2569;SPC MS W     -   383,903.602   692,631.908   MT  0.99995067   -0 02 34.4
 CP2569;SPC MS W     - 1,259,523.73  2,272,409.85   sFT  0.99995067   -0 02 34.4
 CP2569;UTM  15      - 3,650,123.203   741,882.002   MT  1.00032145   +1 24 31.4
 CP2569
 CP2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2569!SPC MS W     -   0.99999913  x   0.99995067  =   0.99994980
 CP2569!UTM  15      -   0.99999913  x   1.00032145  =   1.00032058
 CP2569
 CP2569|---------------------------------------------------------------------|
 CP2569| PID    Reference Object                     Distance      Geod. Az  |
 CP2569|                                                           dddmmss.s |
 CP2569| CY3988 CARTER RM 1                          25.507 METERS 15056     |
 CP2569| CP2557 YAZOO CITY TEX E TRANSM CO MST      APPROX.14.4 KM 1623232.7 |
 CP2569| CP2566 YAZOO CITY RAD STA WAZF MAST        APPROX.10.9 KM 1691512.0 |
 CP2569| CP2567 YAZOO CITY ST HWY DEPT RAD MST      APPROX.13.9 KM 1723555.8 |
 CP2569| CY3987 CARTER AZ MK                                       1744913.7 |
 CP2569| CP2570 0 21 20                             210.758 METERS 35401     |
 CP2569| CY3990 CARTER RM 3                          23.164 METERS 35840     |
 CP2569| CY3989 CARTER RM 2                          35.756 METERS 35841     |
 CP2569|---------------------------------------------------------------------|
 CP2569
 CP2569                          SUPERSEDED SURVEY CONTROL
 CP2569
 CP2569  NAD 83(1986)-  32 57 45.66825(N)    090 24 43.72138(W) AD(       ) 3
 CP2569  NAD 27      -  32 57 45.19940(N)    090 24 43.38960(W) AD(       ) 3
 CP2569  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG    3  
 CP2569
 CP2569.Superseded values are not recommended for survey control.
 CP2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2569.See file dsdata.txt to determine how the superseded data were derived.
 CP2569
 CP2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4188250123(NAD 83)
 CP2569_MARKER: DS = TRIANGULATION STATION DISK
 CP2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2569_STAMPING: CARTER 1959
 CP2569_MARK LOGO: CGS   
 CP2569
 CP2569  HISTORY     - Date     Condition        Report By
 CP2569  HISTORY     - 1959     MONUMENTED       CGS
 CP2569  HISTORY     - 1960     GOOD             MSHD
 CP2569  HISTORY     - 1967     GOOD             CGS
 CP2569  HISTORY     - 1976     SEE DESCRIPTION  MSSU
 CP2569  HISTORY     - 1977     GOOD             NGS
 CP2569  HISTORY     - 19810301 GOOD             MSSU
 CP2569
 CP2569                          STATION DESCRIPTION
 CP2569
 CP2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2569'THE STATION IS ABOUT 7 MILES NORTH OF YAZOO CITY, 2-1/2 MILES
 CP2569'SOUTH AND 2 MILES EAST OF THE SETTLEMENT OF CARTER AND IN THE
 CP2569'SOUTHWEST 1/4 OF SECTION 21, T 13 N, R 2 W.  IT IS IN THE
 CP2569'SOUTHEAST CORNER OF A SCHOOL GROUND (COLORED).
 CP2569'
 CP2569'TO REACH THE STATION FROM THE POST OFFICE IN YAZOO CITY,
 CP2569'GO WEST ON U.S. HIGHWAY 49W FOR 2.5 MILES TO A CROSSROADS,
 CP2569'TURN RIGHT AND GO NORTHERLY ON MACADAM ROAD FOR 6.05 MILES
 CP2569'TO A RAILROAD CROSSING, CONTINUE NORTH FOR 1.05 MILES TO
 CP2569'A FIELD ROAD AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 CP2569'NORTHWESTERLY FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CP2569'
 CP2569'THE STATION MARKS ARE STANDARD DISKS, STAMPED CARTER 1959.
 CP2569'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP2569'CONCRETE POST PROJECTING 1 INCH.  IT IS 131 FEET SOUTHEAST
 CP2569'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 120 FEET
 CP2569'SOUTH-SOUTHEAST OF A POWERLINE POLE, 52 FEET SOUTHWEST OF THE
 CP2569'CENTER OF THE MACADAM ROAD AND 52 FEET NORTH-NORTHWEST OF
 CP2569'A TELEPHONE LINE POLE.  THE SURFACE DISK IS SET IN AN IRREGULAR
 CP2569'MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 CP2569'
 CP2569'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARTER NO 1 1959,
 CP2569'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2569'5 INCHES.  IT IS 102 FEET NORTHWEST OF A POWERLINE GUYPOLE,
 CP2569'83 FEET NORTHWEST OF THE SOUTHWEST END OF A CONCRETE CULVERT
 CP2569'ACROSS THE HIGHWAY, 32 FEET SOUTHEAST OF THE TELEPHONE LINE
 CP2569'POLE, 31 FEET SOUTHWEST OF THE CENTER OF THE MACADAM ROAD AND
 CP2569'1 FOOT SOUTHWEST OF A METAL, WITNESS SIGNPOST.
 CP2569'
 CP2569'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARTER NO 2
 CP2569'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2569'PROJECTING 6 INCHES.  IT IS 52 FEET EAST OF THE SOUTHEAST
 CP2569'CORNER OF THE SCHOOLHOUSE, 29 FEET SOUTHWEST OF THE CENTER
 CP2569'OF THE MACADAM ROAD AND 3 FEET SOUTHEAST OF THE POWERLINE
 CP2569'POLE.
 CP2569'
 CP2569'0-21-20 IS A U.S. ENGINEER DEPARTMENT BRONZE CAP, BOLTED
 CP2569'TO THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 10 INCHES.
 CP2569'IT IS IN THE NORTHWEST CORNER OF MR. JAMES COLEMANS FARM
 CP2569'YARD, 67 FEET NORTHWEST OF THE CENTER OF THE FARM DRIVEWAY,
 CP2569'60 FEET WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE, 34 FEET
 CP2569'NORTHEAST OF THE CENTER OF THE MACADAM ROAD, 17 FEET SOUTHWEST
 CP2569'OF THE NORTHWEST CORNER OF THE YARD FENCE AND 8 FEET SOUTHWEST
 CP2569'OF A 20-INCH PECAN TREE.  A SECOND ORDER TRAVERSE WAS MADE
 CP2569'TO THIS MARK.
 CP2569'
 CP2569'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARTER 1959,
 CP2569'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2569'4 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF THE MACADAM
 CP2569'ROAD, 29 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 25 FEET
 CP2569'NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT, 2 FEET NORTH
 CP2569'OF A TELEPHONE LINE POLE AND 1 FOOT WEST OF A METAL, WITNESS
 CP2569'SIGNPOST.
 CP2569'
 CP2569'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 195.34 FEET AND OR
 CP2569'(59.540) METERS.
 CP2569'
 CP2569'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2569
 CP2569                          STATION RECOVERY (1960)
 CP2569
 CP2569'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2569'THE STATION, AZIMUTH MARK, REFERENCE MARKS AND 0-21-20 (USE)
 CP2569'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1959
 CP2569'DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
 CP2569'
 CP2569'OBSERVATIONS MADE FROM A 50 FOOT ALUMINUM TOWER.
 CP2569
 CP2569                          STATION RECOVERY (1967)
 CP2569
 CP2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 CP2569'THE STATION WAS VISITED 3-9-67 AND THE STATION MARK, AZIMUTH
 CP2569'MARK, R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1
 CP2569'WAS FOUND IN A CULTIVATED FIELD WITH THE TOP PORTION OF THE
 CP2569'MARK BROKEN OFF.  R.M. NO. 3 WAS ESTABLISHED AT THIS DATE.
 CP2569'U.S. ENGINEER MARK 0-21-20 (USE) WAS FOUND RUSTED OFF AT
 CP2569'GROUND LEVEL, THE BRASS CAP WAS RECLAIMED.  THE LOWER PORTION
 CP2569'OF THE PIPE MARK REMAINS IN THE GROUND.  A NEW DESCRIPTION
 CP2569'FOLLOWS--
 CP2569'
 CP2569'THE STATION IS LOCATED ABOUT 7 MILES N OF YAZOO CITY ABOUT
 CP2569'3 MILES SE OF THE VILLAGE OF CARTER, IN THE SOUTHEAST CORNER
 CP2569'OF A SCHOOL GROUNDS, 52 FT. SW OF THE CENTERLINE OF BLACK
 CP2569'TOP ROAD, 101.6 FT. SE OF SE CORNER OF CONCRETE BLOCK SCHOOL
 CP2569'BUILDING, 120 FT. SSE OF POWER POLE, 52 FT. NNW OF A TELEPHONE
 CP2569'POLE, 57 FT. S OF THE CENTERLINE OF DRIVEWAY TO SCHOOL.  IT
 CP2569'IS A STANDARD TRIANGULATION STATION DISK STAMPED CARTER 1959,
 CP2569'FLUSH WITH GROUND.
 CP2569'
 CP2569'REFERENCE MARK NO. 2 IS 117.31 FT. N OF STATION, 29 FT. SW
 CP2569'OF THE CENTERLINE OF BLACK TOP ROAD, 7.5 FT. SE OF SE CORNER
 CP2569'OF METAL BUILDING, 3 FT. SE OF A POWER POLE.  IT IS A STANDARD
 CP2569'DISK STAMPED CARTER NO. 2 1959, PROJECTING 6 INCHES.
 CP2569'
 CP2569'REFERENCE MARK NO. 3 IS 76.00 FT. N OF STATION AND ON LINE
 CP2569'BETWEEN R.M. NO. 2 AND STATION, 36.5 FT. SW OF THE CENTERLINE
 CP2569'OF ROAD, 43.8 FT. S OF POWER POLE, 77.5 FT. E OF SE CORNER OF
 CP2569'MAIN SCHOOL BUILDING, 68 FT. SE OF A WELL, 1 FOOT SW OF NE
 CP2569'EDGE OF SIDEWALK, 11 FT. NW OF END OF SIDEWALK.  IT IS A
 CP2569'STANDARD REFERENCE MARK DISK STAMPED CARTER 1959 NO. 3 1967
 CP2569'SET IN DRILL HOLE IN CONCRETE SIDEWALK LEADING TO SCHOOL
 CP2569'HOUSE.
 CP2569'
 CP2569'THE AZIMUTH MARK IS 0.6 MILE SSE OF THE STATION, 37 FT. W
 CP2569'OF THE CENTERLINE OF BLACK TOP ROAD, 29 FT. N OF THE CENTERLINE
 CP2569'OF FIELD ROAD, 25 FT. NW OF THE N END OF A CULVERT, 1.4
 CP2569'FT. W OF A METAL WITNESS POST, 1.2 FT. N OF A TELEPHONE POLE.
 CP2569'THE STATION IS A STANDARD DISK STAMPED CARTER 1959, PROJECTING
 CP2569'4 INCHES.
 CP2569'
 CP2569'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN
 CP2569'YAZOO CITY, GO W ON U.S. HIGHWAY 49W FOR 2.8 MILES TO A
 CP2569'CROSSROAD, TURN RIGHT AND GO N FOR 6.65 MILES TO A RAILROAD
 CP2569'CROSSING, CONTINUE ON BLACKTOP ROAD FOR 1.1 MILES TO A FIELD
 CP2569'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, CONTINUE ON BLACK
 CP2569'TOP ROAD FOR 0.6 MILE TO SCHOOL YARD AND STATION ON THE
 CP2569'LEFT 700 FT. BEFORE REACHING THE JAMES COLOMAN HOME ON THE
 CP2569'RIGHT.
 CP2569'
 CP2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES N
 CP2569'OF YAZOO CITY
 CP2569
 CP2569                          STATION RECOVERY (1976)
 CP2569
 CP2569'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1976 (RBC)
 CP2569'STATION MARK NOT FOUND - NEW CLASS ROOM BLDG. ERECTED OVER PROBABLE
 CP2569'SITE OF STATION MARK.
 CP2569'
 CP2569'CARTER NO 2 1959 RECOVERED IN FAIR CONDITION.
 CP2569'
 CP2569'CARTER 1959 NO 3 1967 RECOVERED IN GOOD CONDITION.
 CP2569'
 CP2569'CARTER 1959 (AZ) RECOVERED IN GOOD CONDITION.
 CP2569'
 CP2569'ALL MK REC. GOOD CONDITION.  STATION MARK UNDER PORTABLE BUILDING
 CP2569'SUBJECT TO BE MOVED IN FUTURE.
 CP2569'
 CP2569'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES N OF YAZOO CITY.
 CP2569
 CP2569                          STATION RECOVERY (1977)
 CP2569
 CP2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP2569'STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CP2569'THE STATION MARK IS PRESENTLY LOCATED UNDER A PORTABLE BUILDING.
 CP2569'THE PREVIOUS DESCRIPTION BY A.K.H. IN 1967 IS ADEQUATE AND COMPLETE
 CP2569'EXCEPT FOR THE AZIMUTH MARK.
 CP2569'
 CP2569'THE AZIMUTH MARK IS 130.5 FEET SOUTHWEST OF A POWER POLE ON EAST
 CP2569'SIDE OF ROAD, 37 FEET WEST OF THE CENTER OF PAVED ROAD, 2.5 FEET
 CP2569'NORTH NORTHWEST OF A METAL JUNCTION BOX AND UNDERGROUND CABLE
 CP2569'WARNING SIGN, 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN AND
 CP2569'1.0 FOOT EAST OF ANOTHER METAL WITNESS POST AND SIGN.  THE MARK
 CP2569'PROJECTS 1 FOOT ON THE WEST SIDE.
 CP2569'
 CP2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 CP2569'YAZOO CITY.
 CP2569
 CP2569                          STATION RECOVERY (1981)
 CP2569
 CP2569'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1284 ***********************************************************************
 CO1284  DESIGNATION -  CARTERS
 CO1284  PID         -  CO1284
 CO1284  STATE/COUNTY-  MS/KEMPER
 CO1284  USGS QUAD   -  TOWNSEND (1982)
 CO1284
 CO1284                         *CURRENT SURVEY CONTROL
 CO1284  ___________________________________________________________________
 CO1284* NAD 83(1993)-  32 48 00.46073(N)    088 33 56.37764(W)     ADJUSTED  
 CO1284* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CO1284  ___________________________________________________________________
 CO1284  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CO1284  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO1284  HORZ ORDER  -  SECOND
 CO1284
 CO1284.The horizontal coordinates were established by classical geodetic methods
 CO1284.and adjusted by the National Geodetic Survey in May 1994.
 CO1284
 CO1284.The orthometric height was scaled from a topographic map.
 CO1284
 CO1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1284
 CO1284.The geoid height was determined by GEOID03.
 CO1284
 CO1284;                    North         East     Units Scale Factor Converg.
 CO1284;SPC MS E     -   365,905.853   325,069.924   MT  0.99995775   +0 08 42.0
 CO1284;SPC MS E     - 1,200,476.12  1,066,500.24   sFT  0.99995775   +0 08 42.0
 CO1284;UTM  16      - 3,630,214.628   353,406.049   MT  0.99986498   -0 50 53.8
 CO1284
 CO1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1284!SPC MS E     -   0.99998675  x   0.99995775  =   0.99994450
 CO1284!UTM  16      -   0.99998675  x   0.99986498  =   0.99985173
 CO1284
 CO1284:                Primary Azimuth Mark                     Grid Az
 CO1284:SPC MS E     -  WAHALAK BAPTIST CH SPIRE                 018 12 07.0
 CO1284:UTM  16      -  WAHALAK BAPTIST CH SPIRE                 019 11 42.8
 CO1284
 CO1284|---------------------------------------------------------------------|
 CO1284| PID    Reference Object                     Distance      Geod. Az  |
 CO1284|                                                           dddmmss.s |
 CO1284| CO1282 WAHALAK BAPTIST CH SPIRE            APPROX.13.5 KM 0182049.0 |
 CO1284| CO1183 SCOOBA MUNICIPAL TANK               APPROX. 8.3 KM 0662054.6 |
 CO1284| CO1182 ELECTRIC MILLS E A TEMPLE TANK      APPROX. 9.9 KM 1074250.2 |
 CO1284| CG1304 CARTERS RM 1                         28.467 METERS 24125     |
 CO1284| CG1303 CARTERS AZ MK                                      2425459.5 |
 CO1284| CO1286 DE KALB MUNICIPAL TANK              APPROX. 8.5 KM 2520625.7 |
 CO1284| CG1305 CARTERS RM 2                         29.821 METERS 32555     |
 CO1284|---------------------------------------------------------------------|
 CO1284
 CO1284                          SUPERSEDED SURVEY CONTROL
 CO1284
 CO1284  NAD 83(1993)-  32 48 00.46792(N)    088 33 56.37838(W) AD(       ) 2
 CO1284  NAD 83(1986)-  32 48 00.47128(N)    088 33 56.38011(W) AD(       ) 2
 CO1284  NAD 27      -  32 47 59.99600(N)    088 33 56.22800(W) AD(       ) 2
 CO1284
 CO1284.Superseded values are not recommended for survey control.
 CO1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1284.See file dsdata.txt to determine how the superseded data were derived.
 CO1284
 CO1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5340630215(NAD 83)
 CO1284_MARKER: DS = TRIANGULATION STATION DISK
 CO1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1284
 CO1284  HISTORY     - Date     Condition        Report By
 CO1284  HISTORY     - 1955     MONUMENTED       CGS
 CO1284  HISTORY     - 1963     GOOD             MSHD
 CO1284
 CO1284                          STATION DESCRIPTION
 CO1284
 CO1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1284'STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 16
 CO1284'ON TOP OF A HIGH BANK ABOUT 6 MILES SOUTHEAST OF SCOOBA,
 CO1284'5 MILES NORTHEAST OF DEKALB AND IS ON PROPERTY OWNED BY THE
 CO1284'FLINTKOTE LUMBER CO.  IT IS 110 FEET NORTH OF THE CENTER
 CO1284'OF HIGHWAY 16, 50 FEET NORTHEAST OF A POWER LINE POLE, 15 FEET
 CO1284'WEST OF A 7 INCH PINE TREE AND 4 FEET WEST OF A WHITE WITNESS
 CO1284'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CARTERS
 CO1284'1955.
 CO1284'
 CO1284'REFERENCE MARK NO.1 IS 54 FEET NORTHWEST OF A POWER LINE POLE AND
 CO1284'22 FEET SOUTHEAST OF AN 8 INCH OAK TREE.  THE MARK PROJECTS
 CO1284'2 INCHES AND THE DISK IS STAMPED CARTERS NO 1 1955.
 CO1284'
 CO1284'REFERENCE MARK NO. 2 IS 11 FEET WEST OF A TRIPLE 6 INCH
 CO1284'PINE TREE AND 5 FEET SOUTHEAST OF A 6 INCH OAK TREE.  THE MARK
 CO1284'PROJECTS 2 INCHES AND THE DISK IS STAMPED CARTERS NO 2 1955.
 CO1284'
 CO1284'AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTER OF HIGHWAY 16, 15 FEET
 CO1284'SOUTHEAST OF A 10 INCH PINE TREE AND 3 FEET SOUTHEAST OF A WHITE
 CO1284'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CO1284'CARTERS 1955.
 CO1284'
 CO1284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CO1284'16 AND 39 IN THE NORTH EDGE OF DEKALB, GO NORTHEAST ON HIGHWAY 16
 CO1284'FOR 5.15 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 CO1284'CONTINUE EAST ON HIGHWAY FOR 0.35 MILE TO THE STATION ON THE
 CO1284'LEFT ON TOP OF BANK AS DESCRIBED.
 CO1284'
 CO1284'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1284
 CO1284                          STATION RECOVERY (1963)
 CO1284
 CO1284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1284'THE STATION WAS VISITED NOVEMBER 1963 AND ALL MARKS WERE FOUND
 CO1284'IN GOOD CONDITION.
 CO1284'
 CO1284'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO1284'
 CO1284'METAL WITNESS POSTS WERE SET AT THE STATION AND THE AZIMUTH
 CO1284'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2991 ***********************************************************************
 BH2991  DESIGNATION -  CARTO
 BH2991  PID         -  BH2991
 BH2991  STATE/COUNTY-  MS/HANCOCK
 BH2991  USGS QUAD   -  LOGTOWN (1993)
 BH2991
 BH2991                         *CURRENT SURVEY CONTROL
 BH2991  ___________________________________________________________________
 BH2991* NAD 83(1993)-  30 20 54.46539(N)    089 36 48.42669(W)     ADJUSTED  
 BH2991* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 BH2991  ___________________________________________________________________
 BH2991  X           -      37,165.195 (meters)                     COMP
 BH2991  Y           -  -5,508,696.868 (meters)                     COMP
 BH2991  Z           -   3,203,757.731 (meters)                     COMP
 BH2991  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 BH2991  ELLIP HEIGHT-         -21.221 (meters)          (09/30/02) ADJUSTED
 BH2991  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BH2991  HORZ ORDER  -  FIRST
 BH2991  ELLP ORDER  -  FOURTH    CLASS I
 BH2991
 BH2991.The horizontal coordinates were established by GPS observations
 BH2991.and adjusted by the National Geodetic Survey in May 1994.
 BH2991
 BH2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2991
 BH2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2991
 BH2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2991
 BH2991.The ellipsoidal height was determined by GPS observations
 BH2991.and is referenced to NAD 83.
 BH2991
 BH2991.The geoid height was determined by GEOID03.
 BH2991
 BH2991;                    North         East     Units Scale Factor Converg.
 BH2991;SPC MS E     -    94,306.377   224,996.235   MT  1.00001938   -0 23 39.0
 BH2991;SPC MS E     -   309,403.51    738,175.15   sFT  1.00001938   -0 23 39.0
 BH2991;SPC LA S     -   206,133.619 1,165,346.686   MT  0.99994408   +0 51 35.9
 BH2991;SPC LA S     -   676,290.05  3,823,308.25   sFT  0.99994408   +0 51 35.9
 BH2991;UTM  16      - 3,360,294.980   248,780.946   MT  1.00037866   -1 19 16.2
 BH2991
 BH2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2991!SPC MS E     -   1.00000333  x   1.00001938  =   1.00002271
 BH2991!SPC LA S     -   1.00000333  x   0.99994408  =   0.99994741
 BH2991!UTM  16      -   1.00000333  x   1.00037866  =   1.00038199
 BH2991
 BH2991                          SUPERSEDED SURVEY CONTROL
 BH2991
 BH2991  ELLIP H (05/13/94)  -21.163  (m)                       GP(       ) 4 1
 BH2991  NAD 83(1993)-  30 20 54.46591(N)    089 36 48.42645(W) AD(       ) 1
 BH2991  ELLIP H (01/21/93)  -21.161  (m)                       GP(       ) 4 2
 BH2991  NAD 83(1986)-  30 20 54.48297(N)    089 36 48.42381(W) AD(       ) 1
 BH2991  NAD 27      -  30 20 53.78538(N)    089 36 48.21229(W) AD(       ) 1
 BH2991  NGVD 29 (05/20/88)    6.2    (m)           20.     (f) GPS OBS     3  
 BH2991
 BH2991.Superseded values are not recommended for survey control.
 BH2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2991.See file dsdata.txt to determine how the superseded data were derived.
 BH2991
 BH2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4878160295(NAD 83)
 BH2991_MARKER: I = METAL ROD
 BH2991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH2991_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH2991_STAMPING: CARTO 1987
 BH2991_MARK LOGO: NGS   
 BH2991_MAGNETIC: I = MARKER IS A STEEL ROD
 BH2991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2991+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 BH2991
 BH2991  HISTORY     - Date     Condition        Report By
 BH2991  HISTORY     - 1987     MONUMENTED       LADTD
 BH2991  HISTORY     - 1987     GOOD             LADTD
 BH2991  HISTORY     - 1988     GOOD             NGS
 BH2991  HISTORY     - 19880920 GOOD             LADTD
 BH2991  HISTORY     - 19890112 GOOD
 BH2991  HISTORY     - 19900604 GOOD             LADTD
 BH2991  HISTORY     - 19930311 MARK NOT FOUND   NGS
 BH2991
 BH2991                          STATION DESCRIPTION
 BH2991
 BH2991'DESCRIBED BY LA TRANSP AND DEV 1987 (TLH)
 BH2991'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF INTERSTATE
 BH2991'HIGHWAY 10,
 BH2991'4 KM (2.5 MI) EAST OF THE LOUISIANA STATE LINE, AT THE NATIONAL
 BH2991'SPACE TECHNOLOGY LABORATORIES.
 BH2991'OWNERSHIP--NATIONAL AERONAUTICS AND SPACE ADMINISTRATION, C/O EDDIE
 BH2991'GOBERT, NASA ENGINEERING OFFICE, NATIONAL SPACE TECHNOLOGY
 BH2991'LABORATORIES.  PHONE 601-688-1647.
 BH2991'
 BH2991'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10, 12
 BH2991'AND 59 NEAR SLIDELL, GO EAST FOR 9.4 KM (5.85 MI) ON HIGHWAY 10,
 BH2991'TO ITS JUNCTION WITH MISSISSIPPI HIGHWAY 607 (EXIT 2),
 BH2991'GO NORTH FOR 4.4 KM (2.6 MI) ON HIGHWAY 607 TO THE NASA GUARD BOOTH
 BH2991'AND THE STATION ON THE RIGHT.
 BH2991'
 BH2991'THE STATION IS A STANDARD NGS VERTICAL DATUM POINT ACCESSED THROUGH
 BH2991'A STANDARD LOGO CAP
 BH2991'STAMPED---CARTO 1987---,
 BH2991'13.1 METERS (43 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 BH2991'BUILDING 3101,
 BH2991'12.4 METERS (40.7 FT) EAST FROM THE EAST CURB OF THE ENTRANCE ROAD,
 BH2991'11.8 METERS (38.7 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A MANHOLE
 BH2991'COVER,
 BH2991'7.9 METERS (26 FT) WEST FROM A METAL LIGHT POLE AND
 BH2991'0.9 METERS (3 FT) SOUTH FROM THE SOUTH EDGE OF A SIDEWALK.
 BH2991
 BH2991                          STATION RECOVERY (1987)
 BH2991
 BH2991'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BH2991'RECOVERED IN GOOD CONDITION.
 BH2991
 BH2991                          STATION RECOVERY (1988)
 BH2991
 BH2991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 BH2991'THE STATION WAS RECOVERED AT THIS DATE.
 BH2991'AS DESCRIBED IN THE SUBSIDANCE STUDY IN LOUISIANA 1987.
 BH2991'
 BH2991'TYPED BY R.L. ZURFLUH.
 BH2991
 BH2991                          STATION RECOVERY (1988)
 BH2991
 BH2991'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH2991'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF INTERSTATE
 BH2991'HIGHWAY 10 AND 4 KM (2.50 MI) EAST OF THE LOUISIANA STATE LINE AT THE
 BH2991'NATIONAL SPACE TECHNOLOGY LABORATORIES.  OWNERSHIP--NATIONAL
 BH2991'AERONAUTICS AND SPACE ADMINISTRATION, C/O EDDIE GOBERT, NASA
 BH2991'ENGINEERING OFFICE, NATIONAL SPACE TECHNOLOGY LABORATORIES.  PHONE
 BH2991'601-688-1647.
 BH2991'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 10, 12
 BH2991'AND 59 NEAR SLIDELL GO EAST FOR 9.4 KM (5.85 MI) ON HIGHWAY 10 TO ITS
 BH2991'JUNCTION WITH MISSISSIPPI HIGHWAY 607, EXIT 2.  GO NORTH FOR 4.4 KM
 BH2991'(2.75 MI) ON HIGHWAY 607 TO THE NASA GUARD BOOTH AND THE STATION ON
 BH2991'THE RIGHT.
 BH2991'THE STATION IS 13.1 M (43.0 FT) WEST-NORTHWEST FROM THE SOUTHWEST
 BH2991'CORNER OF BUILDING 3101, 12.4 M (40.7 FT) EAST FROM THE EAST CURB OF
 BH2991'THE ENTRANCE ROAD, 11.8 M (38.7 FT) SOUTH-SOUTHWEST FROM THE CENTER OF
 BH2991'A MAN-HOLE COVER, 7.9 M (25.9 FT) WEST FROM A METAL LIGHT POLE AND 0.9
 BH2991'M (3.0 FT) SOUTH FROM THE SOUTH EDGE OF A SIDEWALK.
 BH2991
 BH2991                          STATION RECOVERY (1989)
 BH2991
 BH2991'RECOVERED 1989
 BH2991'RECOVERED IN GOOD CONDITION.
 BH2991
 BH2991                          STATION RECOVERY (1990)
 BH2991
 BH2991'RECOVERY NOTE BY LA TRANSP AND DEV 1990 (SLC)
 BH2991'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF INTERSTATE
 BH2991'HIGHWAY 10 AND 2.5 MI (4.0 KM) EAST OF THE LOUISIANA STATE LINE, AT
 BH2991'THE NATIONAL SPACE TECHNOLOGY LABORATORIES.  OWNERSHIP--NATIONAL
 BH2991'AERONAUTICS AND SPACE ADMINISTRATION, C/O EDDIE GOBERT, NASA
 BH2991'ENGINEERING OFFICE, NATIONAL SPACE TECHNOLOGY LABORATORIES, PHONE
 BH2991'601-688-1647. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BH2991'HIGHWAYS 10, 12 AND 59 NEAR SLIDELL, GO EAST FOR 5.85 MI (9.41 KM) ON
 BH2991'HIGHWAY 10 TO ITS JUNCTION WITH MISSISSIPPI HIGHWAY 607 (EXIT 2) .
 BH2991'TURN LEFT AND GO NORTH FOR 2.6 MI (4.2 KM) ON HIGHWAY 607 TO THE NASA
 BH2991'GUARD BOOTH AND THE STATION ON THE RIGHT. THE STATION IS 43.0 FT (13.1
 BH2991'M) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF BUILDING 3101, 40.7 FT
 BH2991'(12.4 M) EAST FROM THE EAST CURB OF THE ENTRANCE ROAD, 38.7 FT (11.8
 BH2991'M) SOUTH-SOUTHWEST FROM THE CENTER OF A MANHOLE COVER, 26.0 FT (7.9 M)
 BH2991'WEST FROM A METAL LIGHT POLE AND 3.0 FT (0.9 M) SOUTH FROM THE SOUTH
 BH2991'EDGE OF A SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 BH2991'WITH THE HIGHWAY. THIS MARK MAY BE DESTROYED AT A LATER DATE DUE TO
 BH2991'ENLARGEMENT WORK THAT IS TO BE DONE ON THE NASA OFFICE BUILDING.  AT
 BH2991'THIS TIME STATION CARTO 2 WAS ESTABLISHED TO REPLACE STATION CARTO IF
 BH2991'AND WHEN IT IS DESTROYED.
 BH2991
 BH2991                          STATION RECOVERY (1993)
 BH2991
 BH2991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH2991'THERE IS A NEW WING ON THE BUILDING AT THE DESCRIBED LOCATION.
 BH2991'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3236 ***********************************************************************
 BH3236  DESIGNATION -  CARTO 2
 BH3236  PID         -  BH3236
 BH3236  STATE/COUNTY-  MS/HANCOCK
 BH3236  USGS QUAD   -  LOGTOWN (1993)
 BH3236
 BH3236                         *CURRENT SURVEY CONTROL
 BH3236  ___________________________________________________________________
 BH3236* NAD 83(2007)-  30 20 54.46268(N)    089 36 48.74532(W)     ADJUSTED  
 BH3236* NAVD 88     -         5.970  (meters)      19.59   (feet)  ADJUSTED  
 BH3236  ___________________________________________________________________
 BH3236  EPOCH DATE  -        2002.00
 BH3236  X           -      37,156.686 (meters)                     COMP
 BH3236  Y           -  -5,508,697.004 (meters)                     COMP
 BH3236  Z           -   3,203,757.680 (meters)                     COMP
 BH3236  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 BH3236  ELLIP HEIGHT-         -21.179 (meters)          (02/10/07) ADJUSTED
 BH3236  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BH3236  DYNAMIC HT  -           5.963 (meters)      19.56  (feet)  COMP
 BH3236
 BH3236  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH3236  Type    PID    Designation                      North   East  Ellip
 BH3236  -------------------------------------------------------------------
 BH3236  NETWORK BH3236 CARTO 2                           0.39   0.43   0.78
 BH3236  -------------------------------------------------------------------
 BH3236  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BH3236
 BH3236  VERT ORDER  -  FIRST     CLASS II
 BH3236
 BH3236.The horizontal coordinates were established by GPS observations
 BH3236.and adjusted by the National Geodetic Survey in February 2007.
 BH3236
 BH3236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH3236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH3236.The horizontal coordinates are valid at the epoch date displayed above.
 BH3236.The epoch date for horizontal control is a decimal equivalence
 BH3236.of Year/Month/Day.
 BH3236
 BH3236.The orthometric height was determined by differential leveling
 BH3236.and adjusted in February 1994.
 BH3236
 BH3236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3236
 BH3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3236
 BH3236.The ellipsoidal height was determined by GPS observations
 BH3236.and is referenced to NAD 83.
 BH3236
 BH3236.The geoid height was determined by GEOID03.
 BH3236
 BH3236.The dynamic height is computed by dividing the NAVD 88
 BH3236.geopotential number by the normal gravity value computed on the
 BH3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3236.degrees latitude (g = 980.6199 gals.).
 BH3236
 BH3236.The modeled gravity was interpolated from observed gravity values.
 BH3236
 BH3236;                    North         East     Units Scale Factor Converg.
 BH3236;SPC MS E     -    94,306.352   224,987.725   MT  1.00001939   -0 23 39.2
 BH3236;SPC MS E     -   309,403.42    738,147.23   sFT  1.00001939   -0 23 39.2
 BH3236;UTM  16      - 3,360,295.093   248,772.434   MT  1.00037871   -1 19 16.3
 BH3236
 BH3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3236!SPC MS E     -   1.00000333  x   1.00001939  =   1.00002272
 BH3236!UTM  16      -   1.00000333  x   1.00037871  =   1.00038204
 BH3236
 BH3236|---------------------------------------------------------------------|
 BH3236| PID    Reference Object                     Distance      Geod. Az  |
 BH3236|                                                           dddmmss.s |
 BH3236| BH3237 SSC CRSP                            234.641 METERS 34603     |
 BH3236|---------------------------------------------------------------------|
 BH3236
 BH3236                          SUPERSEDED SURVEY CONTROL
 BH3236
 BH3236  ELLIP H (03/26/02)  -21.144  (m)                       GP(       ) 4 2
 BH3236  NAD 83(1993)-  30 20 54.46275(N)    089 36 48.74567(W) AD(       ) A
 BH3236  ELLIP H (08/18/00)  -21.178  (m)                       GP(       ) 4 1
 BH3236  NAVD 88 (08/18/00)    5.97   (m)           19.6    (f) LEVELING    3  
 BH3236
 BH3236.Superseded values are not recommended for survey control.
 BH3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3236.See file dsdata.txt to determine how the superseded data were derived.
 BH3236
 BH3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4877260295(NAD 83)
 BH3236_MARKER: DH = HORIZONTAL CONTROL DISK
 BH3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3236_SP_SET: CONCRETE POST
 BH3236_STAMPING: CARTO 2 1990
 BH3236_MARK LOGO: NGS   
 BH3236_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3236+STABILITY: SURFACE MOTION
 BH3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3236+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3236
 BH3236  HISTORY     - Date     Condition        Report By
 BH3236  HISTORY     - 1990     MONUMENTED       NGS
 BH3236  HISTORY     - 19900604 GOOD             LADTD
 BH3236  HISTORY     - 19930312 GOOD             NGS
 BH3236  HISTORY     - 20000222 GOOD             NASA
 BH3236  HISTORY     - 20040321 GOOD             COMPA
 BH3236  HISTORY     - 20050817 GOOD             NGS
 BH3236
 BH3236                          STATION DESCRIPTION
 BH3236
 BH3236'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 BH3236'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF INTERSTATE
 BH3236'HIGHWAY 10 AND 2.5 MI (4.0 KM) EAST OF THE LOUISIANA STATE LINE, AT
 BH3236'THE NATIONAL SPACE TECHNOLOGY LABORATORIES.  OWNERSHIP--NATIONAL
 BH3236'AERONAUTICS AND SPACE ADMINISTRATION, C/O EDDIE GOBERT, NASA
 BH3236'ENGINEERING OFFICE, NATIONAL SPACE TECHNOLOGY LABORATORIES, PHONE
 BH3236'601-688-1647. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BH3236'HIGHWAYS 10, 12 AND 59 NEAR SLIDELL.  GO EAST FOR 5.85 MI (9.41 KM) ON
 BH3236'HIGHWAY 10 TO ITS JUNCTION WITH MISSISSIPPI HIGHWAY 607 (EXIT 2) .
 BH3236'TURN LEFT AND GO NORTH FOR 2.6 MI (4.2 KM) ON HIGHWAY 607 TO THE NASA
 BH3236'GUARD BOOTH AND THE STATION ON THE RIGHT. THE STATION IS 46.0 FT (14.0
 BH3236'M) EAST FROM THE EAST FACE OF THE GUARD HOUSE, 19.3 FT (5.9 M)
 BH3236'NORTHWEST FROM A 4 INCH MAPLE TREE, 8.5 FT (2.6 M) NORTHEAST FROM A
 BH3236'METAL LIGHT STANDARD AND 3.0 FT (0.9 M) SOUTH FROM THE SOUTH EDGE OF A
 BH3236'SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BH3236'HIGHWAY.
 BH3236
 BH3236                          STATION RECOVERY (1993)
 BH3236
 BH3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH3236'12.3 KM (7.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH3236'JUNCTION OF STATE HIGHWAY 604 IN PEARLTON, THENCE 12.3 KM (7.65 MI)
 BH3236'NORTHWESTERLY ALONG STATE HIGHWAY 607, 14.1 M (46.3 FT) EAST OF THE
 BH3236'NORTHEAST CORNER OF A GUARD SHACK AT THE ENTRANCE TO THE JOHN C
 BH3236'STENNIS SPACE CENTER, 8.8 M (28.9 FT) WEST-NORTHWEST OF THE SOUTHWEST
 BH3236'CORNER OF BUILDING NUMBER 3101, 8.1 M (26.6 FT) EAST OF THE
 BH3236'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT)
 BH3236'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FOOTING FOR A UTILITY
 BH3236'LIGHT POLE, 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.2
 BH3236'M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 BH3236'WITH THE GROUND SURFACE.
 BH3236
 BH3236                          STATION RECOVERY (2000)
 BH3236
 BH3236'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (RBS)
 BH3236'RECOVERED IN GOOD CONDITION.
 BH3236
 BH3236                          STATION RECOVERY (2004)
 BH3236
 BH3236'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 BH3236'RECOVERED IN GOOD CONDITION.
 BH3236
 BH3236                          STATION RECOVERY (2005)
 BH3236
 BH3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3235 ***********************************************************************
 BH3235  DESIGNATION -  CARTO 2 AZ MK
 BH3235  PID         -  BH3235
 BH3235  STATE/COUNTY-  MS/HANCOCK
 BH3235  USGS QUAD   -  LOGTOWN (1993)
 BH3235
 BH3235                         *CURRENT SURVEY CONTROL
 BH3235  ___________________________________________________________________
 BH3235* NAD 83(1986)-  30 20 27.     (N)    089 36 48.     (W)     SCALED    
 BH3235* NAVD 88     -         5.789  (meters)      18.99   (feet)  ADJUSTED  
 BH3235  ___________________________________________________________________
 BH3235  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BH3235  DYNAMIC HT  -           5.782 (meters)      18.97  (feet)  COMP
 BH3235  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BH3235
 BH3235  VERT ORDER  -  FIRST     CLASS II
 BH3235
 BH3235.The horizontal coordinates were scaled from a topographic map and have
 BH3235.an estimated accuracy of +/- 6 seconds.
 BH3235
 BH3235.The orthometric height was determined by differential leveling
 BH3235.and adjusted in February 1994.
 BH3235
 BH3235.The geoid height was determined by GEOID03.
 BH3235
 BH3235.The dynamic height is computed by dividing the NAVD 88
 BH3235.geopotential number by the normal gravity value computed on the
 BH3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3235.degrees latitude (g = 980.6199 gals.).
 BH3235
 BH3235.The modeled gravity was interpolated from observed gravity values.
 BH3235
 BH3235;                    North         East    Units  Estimated Accuracy
 BH3235;SPC MS E     -    93,460.      225,000.      MT  (+/- 180 meters Scaled)
 BH3235
 BH3235                          SUPERSEDED SURVEY CONTROL
 BH3235
 BH3235.No superseded survey control is available for this station.
 BH3235
 BH3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU487594(NAD 83)
 BH3235_MARKER: DZ = AZIMUTH MARK DISK
 BH3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3235_SP_SET: CONCRETE POST
 BH3235_STAMPING: CARTO 2 1990
 BH3235_MARK LOGO: NGS   
 BH3235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3235+STABILITY: SURFACE MOTION
 BH3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3235+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3235
 BH3235  HISTORY     - Date     Condition        Report By
 BH3235  HISTORY     - 1990     MONUMENTED       NGS
 BH3235  HISTORY     - 19900604 GOOD             LADTD
 BH3235  HISTORY     - 19930312 GOOD             NGS
 BH3235  HISTORY     - 20050817 GOOD             NGS
 BH3235
 BH3235                          STATION DESCRIPTION
 BH3235
 BH3235'DESCRIBED BY LA TRANSP AND DEV 1990 (SLC)
 BH3235'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF THE LOUISIANA
 BH3235'STATE LINE, 2.1 MI (3.4 KM) NORTH OF INTERSTATE HIGHWAY 10 AND 0.5 MI
 BH3235'(0.8 KM) SOUTH OF THE NATIONAL SPACE TECHNOLOGY LABORATORIES FRONT
 BH3235'GATE.  OWNERSHIP--NATIONAL AERONAUTICS AND SPACE ADMINISTRATION, C/O
 BH3235'EDDIE GOBERT, NASA ENGINEERING OFFICE, NATIONAL SPACE TECHNOLOGY
 BH3235'LABORATORIES, PHONE 601-688-1647. TO REACH THE STATION FROM THE
 BH3235'JUNCTION OF INTERSTATE HIGHWAYS 10, 12 AND 59 NEAR SLIDELL, GO EAST
 BH3235'FOR 5.85 MI (9.41 KM) ON HIGHWAY 10 TO ITS JUNCTION WITH MISSISSIPPI
 BH3235'HIGHWAY 607 (EXIT 2) .  TURN LEFT AND GO NORTH FOR 2.1 MI (3.4 KM) ON
 BH3235'HIGHWAY 607 TO THE MARK SET ON THE RIGHT,  71.0 FT (21.6 M) EAST FROM
 BH3235'THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY, 36.5 FT (11.1 M)
 BH3235'WEST FROM A 26-INCH LIVE OAK TREE, 9.5 FT (2.9 M) EAST-SOUTHEAST FROM
 BH3235'A 15-INCH PINE TREE, 1.5 FT (0.5 M) SOUTH FROM A FIBERGLASS WITNESS
 BH3235'POST AND 1.5 FT (0.5 M) NORTH FROM A FIBERGLASS WITNESS POST.  THE
 BH3235'MARK IS FLUSH WITH THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL
 BH3235'OF THE HIGHWAY.
 BH3235
 BH3235                          STATION RECOVERY (1993)
 BH3235
 BH3235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH3235'12.3 KM (7.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH3235'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, THENCE 13.1 KM (8.15
 BH3235'MI) NORTHWESTERLY ALONG STATE HIGHWAY 607, 0.7 KM (0.45 MI) SOUTH OF
 BH3235'THE ENTRANCE TO THE JOHN C. STENNIS SPACE CENTER, 21.4 M (70.2 FT)
 BH3235'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.0 M
 BH3235'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A
 BH3235'WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND THE
 BH3235'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BH3235
 BH3235                          STATION RECOVERY (2005)
 BH3235
 BH3235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0974 ***********************************************************************
 CP0974  DESIGNATION -  CARY
 CP0974  PID         -  CP0974
 CP0974  STATE/COUNTY-  MS/SHARKEY
 CP0974  USGS QUAD   -  CARY (1988)
 CP0974
 CP0974                         *CURRENT SURVEY CONTROL
 CP0974  ___________________________________________________________________
 CP0974* NAD 83(1993)-  32 49 13.23762(N)    090 55 07.53735(W)     ADJUSTED  
 CP0974* NAVD 88     -        31.573  (meters)     103.59   (feet)  ADJUSTED  
 CP0974  ___________________________________________________________________
 CP0974  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CP0974  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0974  DYNAMIC HT  -          31.538 (meters)     103.47  (feet)  COMP
 CP0974  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CP0974
 CP0974  HORZ ORDER  -  SECOND
 CP0974  VERT ORDER  -  FIRST     CLASS II
 CP0974
 CP0974.The horizontal coordinates were established by classical geodetic methods
 CP0974.and adjusted by the National Geodetic Survey in May 1994.
 CP0974
 CP0974.The orthometric height was determined by differential leveling
 CP0974.and adjusted in July 1994.
 CP0974.WARNING-Repeat measurements at this control monument indicate possible
 CP0974.vertical movement.
 CP0974
 CP0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0974
 CP0974.The geoid height was determined by GEOID03.
 CP0974
 CP0974.The dynamic height is computed by dividing the NAVD 88
 CP0974.geopotential number by the normal gravity value computed on the
 CP0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0974.degrees latitude (g = 980.6199 gals.).
 CP0974
 CP0974.The modeled gravity was interpolated from observed gravity values.
 CP0974
 CP0974;                    North         East     Units Scale Factor Converg.
 CP0974;SPC MS W     -   368,267.768   645,181.696   MT  0.99998704   -0 19 02.3
 CP0974;SPC MS W     - 1,208,225.17  2,116,733.61   sFT  0.99998704   -0 19 02.3
 CP0974;UTM  15      - 3,633,288.972   694,831.614   MT  1.00006807   +1 07 42.2
 CP0974
 CP0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0974!SPC MS W     -   0.99999920  x   0.99998704  =   0.99998624
 CP0974!UTM  15      -   0.99999920  x   1.00006807  =   1.00006727
 CP0974
 CP0974|---------------------------------------------------------------------|
 CP0974| PID    Reference Object                     Distance      Geod. Az  |
 CP0974|                                                           dddmmss.s |
 CP0974| CP0973 CARY RM 1                            27.611 METERS 19046     |
 CP0974| CP0971 CARY AZ MK                                         2260951.6 |
 CP0974| CP0972 CARY RM 2                            31.239 METERS 25605     |
 CP0974|---------------------------------------------------------------------|
 CP0974
 CP0974                          SUPERSEDED SURVEY CONTROL
 CP0974
 CP0974  NAD 83(1986)-  32 49 13.24986(N)    090 55 07.53152(W) AD(       ) 2
 CP0974  NAD 27      -  32 49 12.78180(N)    090 55 07.16170(W) AD(       ) 2
 CP0974  NAVD 88 (06/15/91)   31.667  (m)          103.89   (f) UNKNOWN     1 2
 CP0974  NGVD 29 (??/??/92)   31.735  (m)          104.12   (f) ADJ UNCH    1 2
 CP0974
 CP0974.Superseded values are not recommended for survey control.
 CP0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0974.See file dsdata.txt to determine how the superseded data were derived.
 CP0974
 CP0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9483233289(NAD 83)
 CP0974_MARKER: DS = TRIANGULATION STATION DISK
 CP0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0974_SP_SET: CONCRETE POST
 CP0974_STAMPING: CARY 1958
 CP0974_MARK LOGO: CGS   
 CP0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0974+STABILITY: SURFACE MOTION
 CP0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0974+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0974
 CP0974  HISTORY     - Date     Condition        Report By
 CP0974  HISTORY     - 1958     MONUMENTED       CGS
 CP0974  HISTORY     - 1970     GOOD             MSHD
 CP0974  HISTORY     - 1973     GOOD             NGS
 CP0974  HISTORY     - 1973     GOOD             NGS
 CP0974  HISTORY     - 19920130 GOOD             NGS
 CP0974
 CP0974                          STATION DESCRIPTION
 CP0974
 CP0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP0974'THE STATION IS ABOUT 2-1/2 MILES EAST OF THE ISAQUENA-SHARKEY
 CP0974'COUNTY LINE, 3/4 MILE NORTH OF CARY AND IN THE CENTER OF OLD
 CP0974'HIGHWAY 61.  IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T 11 N,
 CP0974'R 7 W.
 CP0974'
 CP0974'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 CP0974'AND HIGHWAY 61 AT THE WEST EDGE OF CARY, GO NORTH ON U.S.
 CP0974'HIGHWAY 61 FOR 0.7 MILE TO A CROSSROADS JUST AFTER CROSSING
 CP0974'THE BRIDGE OVER DEER CREEK (TURN LEFT AND GO WEST FOR 162
 CP0974'FEET TO THE AZIMUTH MARK ON THE RIGHT), TURN RIGHT ON NARROW
 CP0974'ROAD AND GO EAST FOR 0.05 MILE TO A METAL GATE ACROSS OLD
 CP0974'HIGHWAY, TURN LEFT THROUGH GATE AND FOLLOW OLD HIGHWAY FOR 0.15
 CP0974'MILE TO THE STATION.
 CP0974'
 CP0974'THE STATION MARKS ARE STANDARD DISKS, STAMPED CARY 1958.
 CP0974'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP0974'CONCRETE POST PROJECTING 4 INCHES.  IT IS 136 FEET EAST-SOUTHEAST
 CP0974'OF THE CENTER OF U.S. HIGHWAY 61, 110 FEET NORTHEAST OF
 CP0974'POWERLINE POLE NUMBER 1140 AND 78 FEET WEST-NORTHWEST OF THE
 CP0974'WEST RAIL OF RAILROAD TRACK.  A WHITE WITNESS POST WAS SET
 CP0974'3 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND DISK IS SET
 CP0974'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 CP0974'SURFACE.
 CP0974'
 CP0974'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARY NO 1 1958,
 CP0974'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 CP0974'5 INCHES.  IT IS 165 FEET EAST-SOUTHEAST OF THE CENTER OF
 CP0974'HIGHWAY 61, 75 FEET EAST OF THE POWERLINE POLE, 67 FEET
 CP0974'WEST-NORTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK.
 CP0974'
 CP0974'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARY NO 2 1958,
 CP0974'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP0974'6 INCHES.  IT IS 166 FEET WEST-NORTHWEST OF WEST RAIL OF
 CP0974'RAILROAD TRACK, 61 FEET EAST-SOUTHEAST OF THE CENTER OF
 CP0974'HIGHWAY 61 AND 43 FEET NORTHWEST OF THE POWERLINE POLE.
 CP0974'
 CP0974'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARY 1958, SET
 CP0974'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP0974'4 INCHES.  IT IS 162 FEET WEST-NORTHWEST OF THE CENTER OF
 CP0974'THE NORTH END OF THE BRIDGE, 59 FEET SOUTH-SOUTHWEST OF THE
 CP0974'SOUTHWEST CORNER OF A FRAME HOUSE, 57 FEET SOUTHEAST OF THE
 CP0974'SOUTHEAST CORNER OF A FRAME HOUSE, 23 FEET NORTH-NORTHWEST
 CP0974'OF THE CENTER OF GRADED ROAD AND 3 FEET NORTH-NORTHWEST OF
 CP0974'A POWERLINE POLE.  A WHITE WITNESS POST WAS SET 2 FEET SOUTH
 CP0974'OF THE MARK.
 CP0974'
 CP0974'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP0974
 CP0974                          STATION RECOVERY (1970)
 CP0974
 CP0974'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP0974'THE STATION WAS VISITED 8-13-70 AND THE STATION MARK, REFERENCE MARK
 CP0974'NO. 1, NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP0974'THE AZIMUTH IS IN DANGER OF BEING DESTROYED BY FARM EQUIPMENT.
 CP0974'
 CP0974'THE STATION IS LOCATED 1 MILE NORTH OF CARY IN THE CENTER
 CP0974'OF AN OLD ROAD BED ABOUT MIDWAY BETWEEN U.S. HIGHWAY 61 AND THE
 CP0974'ILLINOIS CENTRAL RAILROAD TRACK, ABOUT 2.5 MILES EAST OF THE
 CP0974'ISSAQUENA-SHARKEY COUNTY LINE IN THE NE 1/4 OF SECTION 9, T11N,
 CP0974'R7W.  IT IS 136 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 CP0974'61, 110 FEET NORTHEAST OF POLE NO. 1140, 78 FEET WEST-NORTHWEST OF
 CP0974'THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 133.5 FEET
 CP0974'NORTHWEST OF A WHISTLE SIGN, 1 FOOT EAST OF A METAL WITNESS
 CP0974'POST AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 CP0974'
 CP0974'IT IS A TRIANGULATION DISK, STAMPED CARY 1958, PROJECTING 4
 CP0974'INCHES.
 CP0974'
 CP0974'REFERENCE MARK NO. 1 IS 90.62 FEET SOUTH OF THE STATION.  IT IS 164
 CP0974'FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 67 FEET
 CP0974'WEST-NORTHWEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD,
 CP0974'62 FEET WEST OF A WHISTLE SIGN, 74.5 FEET EAST OF POWER LINE POLE
 CP0974'NO.  1140, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 3 FEET BELOW
 CP0974'THE LEVEL OF THE TRACK.  IT IS A DISK, STAMPED CARY NO 1 1958,
 CP0974'PROJECTING 8 INCHES.
 CP0974'
 CP0974'REFERENCE MARK NO. 2 IS 102.47 FEET WEST-SOUTHWEST OF THE
 CP0974'STATION.  IT IS 60 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 CP0974'61, 72 FEET NORTHEAST OF THE EAST POLE OF A HIGH POWER LINE, 43
 CP0974'FEET NORTH OF A POWER LINE POLE WITH GUY WIRES, 166 FEET
 CP0974'WEST-NORTHWEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 1
 CP0974'FOOT SOUTHEAST OF A RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A
 CP0974'METAL WITNESS POST AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE
 CP0974'HIGHWAY.  IT IS A REFERENCE MARK DISK STAMPED CARY NO 2 1958,
 CP0974'PROJECTING 6 INCHES.
 CP0974'
 CP0974'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 104.81
 CP0974'FEET.
 CP0974'
 CP0974'THE AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT IS 160.5
 CP0974'FEET WEST-NORTHWEST OF THE NORTH END OF THE BRIDGE OVER DEER CREEK,
 CP0974'21 FEET NORTHWEST OF THE CENTER OF A BLACK TOP ROAD, 1 FOOT NORTH
 CP0974'OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF
 CP0974'THE ROAD.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED CARY 1958,
 CP0974'FLUSH WITH THE GROUND.
 CP0974'
 CP0974'TO REACH THE STATION FROM THE CARY METHODIST CHURCH NEAR THE MAIN
 CP0974'INTERSECTION IN GARY GO NORTH ON U.S. HIGHWAY 61 FOR 0.65 MILE TO
 CP0974'THE NORTH END OF THE BRIDGE OVER DEER CREEK AND THE AZIMUTH ON THE
 CP0974'LEFT.  TO REACH THE STATION CONTINUE NORTH ON U.S. HIGHWAY 61
 CP0974'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CP0974'
 CP0974'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 CP0974'CARY.
 CP0974
 CP0974                          STATION RECOVERY (1973)
 CP0974
 CP0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 CP0974'THE STATION.  R.M. 1, R.M. 2, AND AZIMUTH MARK WAS RECOVERED
 CP0974'IN GOOD CONDITION.
 CP0974'
 CP0974'STATION 1031 DATED JULY 1960.
 CP0974'
 CP0974'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 CP0974'NORTH OF CARY, 2-1/2 MILES EAST OF THE ISSAQUENA-SHARKEY
 CP0974'COUNTY LINE.
 CP0974
 CP0974                          STATION RECOVERY (1973)
 CP0974
 CP0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0974'0.85 MI N FROM CARY.
 CP0974'ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE METHODIST
 CP0974'CHURCH AT CARY, ABOUT 0.2 MILE NORTHEAST OF A CONCRETE BRIDGE OVER
 CP0974'DEER CREEK, ON AN OLD HIGHWAY GRADE BETWEEN ILLINOIS CENTRAL RAILROAD
 CP0974'AND U.S. HIGHWAY 61, 136 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CP0974'HIGHWAY, 133.5 FEET NORTHWEST OF A WHISTLE SIGN, 78 FEET
 CP0974'WEST-NORTHWEST OF THE WEST RAIL, 102.47 FEET EAST-NORTHEAST OF CARY RM
 CP0974'2, 90.62 FEET NORTH OF CARY RM 1, 1 FOOT EAST OF A METAL WITNESS POST,
 CP0974'3 FEET BELOW LEVEL OF THE RAILS AND SET IN THE TOP OF A CONCRETE POST
 CP0974'PROJECTING 4-INCHES.  SEC 9, T 11N, R 7W.
 CP0974
 CP0974                          STATION RECOVERY (1992)
 CP0974
 CP0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0974'10.7 KM (6.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0974'STATE HIGHWAY 14 IN ROLLING FORK, 41.5 M (136.2 FT) SOUTHEAST OF THE
 CP0974'HIGHWAY CENTERLINE, 33.6 M (110.2 FT) NORTHEAST OF A UTILITY POLE,
 CP0974'31.2 M (102.4 FT) EAST-NORTHEAST OF REFERENCE MARK 2, 27.6 M
 CP0974'(90.6 FT) NORTH OF REFERENCE MARK 3, 0.9 M (3.0 FT) BELOW THE LEVEL
 CP0974'OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND THE
 CP0974'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0971 ***********************************************************************
 CP0971  DESIGNATION -  CARY AZ MK
 CP0971  PID         -  CP0971
 CP0971  STATE/COUNTY-  MS/SHARKEY
 CP0971  USGS QUAD   -  CARY (1988)
 CP0971
 CP0971                         *CURRENT SURVEY CONTROL
 CP0971  ___________________________________________________________________
 CP0971* NAD 83(1986)-  32 49 02.     (N)    090 55 16.     (W)     SCALED    
 CP0971* NAVD 88     -        31.717  (meters)     104.06   (feet)  ADJUSTED  
 CP0971  ___________________________________________________________________
 CP0971  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0971  DYNAMIC HT  -          31.682 (meters)     103.94  (feet)  COMP
 CP0971  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 CP0971
 CP0971  VERT ORDER  -  FIRST     CLASS II
 CP0971
 CP0971.The horizontal coordinates were scaled from a topographic map and have
 CP0971.an estimated accuracy of +/- 6 seconds.
 CP0971
 CP0971.The orthometric height was determined by differential leveling
 CP0971.and adjusted in July 1994.
 CP0971
 CP0971.The geoid height was determined by GEOID03.
 CP0971
 CP0971.The dynamic height is computed by dividing the NAVD 88
 CP0971.geopotential number by the normal gravity value computed on the
 CP0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0971.degrees latitude (g = 980.6199 gals.).
 CP0971
 CP0971.The modeled gravity was interpolated from observed gravity values.
 CP0971
 CP0971;                    North         East    Units  Estimated Accuracy
 CP0971;SPC MS W     -   367,920.      644,960.      MT  (+/- 180 meters Scaled)
 CP0971
 CP0971                          SUPERSEDED SURVEY CONTROL
 CP0971
 CP0971  NAVD 88 (06/15/91)   31.708  (m)          104.03   (f) UNKNOWN     1 2
 CP0971  NGVD 29 (??/??/92)   31.777  (m)          104.25   (f) ADJ UNCH    1 2
 CP0971
 CP0971.Superseded values are not recommended for survey control.
 CP0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0971.See file dsdata.txt to determine how the superseded data were derived.
 CP0971
 CP0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS946329(NAD 83)
 CP0971_MARKER: DZ = AZIMUTH MARK DISK
 CP0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0971_SP_SET: CONCRETE POST
 CP0971_STAMPING: CARY 1958
 CP0971_MARK LOGO: CGS   
 CP0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0971+STABILITY: SURFACE MOTION
 CP0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0971+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0971
 CP0971  HISTORY     - Date     Condition        Report By
 CP0971  HISTORY     - 1958     MONUMENTED       CGS
 CP0971  HISTORY     - 1973     GOOD             NGS
 CP0971  HISTORY     - 19920130 GOOD             NGS
 CP0971
 CP0971                          STATION DESCRIPTION
 CP0971
 CP0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0971'0.65 MI NE FROM CARY.
 CP0971'ABOUT 0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE METHODIST
 CP0971'CHURCH AT CARY, ABOUT 146.4 FEET WEST OF THE NORTH CORNER OF A
 CP0971'CONCRETE HIGHWAY BRIDGE OF DEER CREEK, 231 FEET NORTHEAST OF THE
 CP0971'CENTERLINE OF A GRAVEL ROAD LEADING NORTHWEST, 23 FEET NORTHWEST OF
 CP0971'APPROX. CENTER OF AN ASPHALT ROAD, ON A SMALL RIDGE BETWEEN A FIELD
 CP0971'AND ASPHALT ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 CP0971'ABOVE LEVEL OF THE ASPHALT ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CP0971'PROJECTING 2-INCHES.  SEC 9, T 11N, R 7W.
 CP0971
 CP0971                          STATION RECOVERY (1992)
 CP0971
 CP0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0971'11.1 KM (6.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0971'STATE HIGHWAY 14 IN ROLLING FORK, 49.7 M (163.1 FT) NORTH WEST OF THE
 CP0971'HIGHWAY CENTERLINE, 48.9 M (160.4 FT) WEST OF THE NORTHWEST CORNER OF
 CP0971'A HIGHWAY BRIDGE SPANNING DEER CREEK, 6.4 M (21.0 FT) NORTHEAST OF
 CP0971'THE CENTER OF A PAVED ROAD, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 CP0971'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 CP0971'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0973 ***********************************************************************
 CP0973  DESIGNATION -  CARY RM 1
 CP0973  PID         -  CP0973
 CP0973  STATE/COUNTY-  MS/SHARKEY
 CP0973  USGS QUAD   -  CARY (1988)
 CP0973
 CP0973                         *CURRENT SURVEY CONTROL
 CP0973  ___________________________________________________________________
 CP0973* NAD 83(1986)-  32 49 12.     (N)    090 55 07.     (W)     SCALED    
 CP0973* NAVD 88     -        31.592  (meters)     103.65   (feet)  ADJUSTED  
 CP0973  ___________________________________________________________________
 CP0973  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0973  DYNAMIC HT  -          31.558 (meters)     103.54  (feet)  COMP
 CP0973  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CP0973
 CP0973  VERT ORDER  -  FIRST     CLASS I
 CP0973
 CP0973.The horizontal coordinates were scaled from a topographic map and have
 CP0973.an estimated accuracy of +/- 6 seconds.
 CP0973
 CP0973.The orthometric height was determined by differential leveling
 CP0973.and adjusted in June 1991.
 CP0973.WARNING-Repeat measurements at this control monument indicate possible
 CP0973.vertical movement.
 CP0973
 CP0973.The geoid height was determined by GEOID03.
 CP0973
 CP0973.The dynamic height is computed by dividing the NAVD 88
 CP0973.geopotential number by the normal gravity value computed on the
 CP0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0973.degrees latitude (g = 980.6199 gals.).
 CP0973
 CP0973.The modeled gravity was interpolated from observed gravity values.
 CP0973
 CP0973;                    North         East    Units  Estimated Accuracy
 CP0973;SPC MS W     -   368,230.      645,200.      MT  (+/- 180 meters Scaled)
 CP0973
 CP0973                          SUPERSEDED SURVEY CONTROL
 CP0973
 CP0973  NGVD 29 (??/??/92)   31.660  (m)          103.87   (f) ADJ UNCH    1 1
 CP0973
 CP0973.Superseded values are not recommended for survey control.
 CP0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0973.See file dsdata.txt to determine how the superseded data were derived.
 CP0973
 CP0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS948332(NAD 83)
 CP0973_MARKER: DR = REFERENCE MARK DISK
 CP0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0973_SP_SET: CONCRETE POST
 CP0973_STAMPING: CARY NO 1 1958
 CP0973_MARK LOGO: CGS   
 CP0973_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0973+STABILITY: SURFACE MOTION
 CP0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0973+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0973
 CP0973  HISTORY     - Date     Condition        Report By
 CP0973  HISTORY     - 1958     MONUMENTED       CGS
 CP0973  HISTORY     - 1973     GOOD             NGS
 CP0973  HISTORY     - 19920130 POOR             NGS
 CP0973
 CP0973                          STATION DESCRIPTION
 CP0973
 CP0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0973'0.85 MI NE FROM CARY.
 CP0973'ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE METHODIST
 CP0973'CHURCH AT CARY, ABOUT 0.2 MILE NORTHEAST OF A CONCRETE HIGHWAY BRIDGE
 CP0973'OVER DEER CREEK, ON TOP OF AND NEAR THE CENTER OF AN OLD HIGHWAY GRADE
 CP0973'BETWEEN THE ILLINOIS CENTRAL RAILROAD AND U.S. HIGHWAY 61, 164 FEET
 CP0973'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 67 FEET
 CP0973'WEST-NORTHWEST OF THE NORTHWEST RAIL, 62 FEET WEST OF A WHISTLE SIGN,
 CP0973'90.62 FEET SOUTH OF CARY 1958 TRIANGULATION STATION, 1 FOOT EAST OF A
 CP0973'METAL WITNESS POST, 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 CP0973'A CONCRETE POST PROJECTING 8-INCHES.  SEC 9, T 1N, R 7W.
 CP0973
 CP0973                          STATION RECOVERY (1992)
 CP0973
 CP0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0973'10.7 KM (6.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0973'STATE HIGHWAY 14 IN ROLLING FORK, 50.0 M (164.0 FT) SOUTHEAST OF THE
 CP0973'HIGHWAY CENTERLINE, 27.6 M (90.6 FT) SOUTH OF TRIANGULATION STATION
 CP0973'CARY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 CP0973'(1.0 FT) EAST OF A WITNESS POST.  NOTE--THE MARK HAS BEEN HIT, IS
 CP0973'LOOSE IN THE GROUND AND LEANS TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0972 ***********************************************************************
 CP0972  DESIGNATION -  CARY RM 2
 CP0972  PID         -  CP0972
 CP0972  STATE/COUNTY-  MS/SHARKEY
 CP0972  USGS QUAD   -  CARY (1988)
 CP0972
 CP0972                         *CURRENT SURVEY CONTROL
 CP0972  ___________________________________________________________________
 CP0972* NAD 83(1986)-  32 49 12.     (N)    090 55 07.     (W)     SCALED    
 CP0972* NAVD 88     -        30.544  (meters)     100.21   (feet)  ADJUSTED  
 CP0972  ___________________________________________________________________
 CP0972  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0972  DYNAMIC HT  -          30.511 (meters)     100.10  (feet)  COMP
 CP0972  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CP0972
 CP0972  VERT ORDER  -  FIRST     CLASS II
 CP0972
 CP0972.The horizontal coordinates were scaled from a topographic map and have
 CP0972.an estimated accuracy of +/- 6 seconds.
 CP0972
 CP0972.The orthometric height was determined by differential leveling
 CP0972.and adjusted in June 1991.
 CP0972
 CP0972.The geoid height was determined by GEOID03.
 CP0972
 CP0972.The dynamic height is computed by dividing the NAVD 88
 CP0972.geopotential number by the normal gravity value computed on the
 CP0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0972.degrees latitude (g = 980.6199 gals.).
 CP0972
 CP0972.The modeled gravity was interpolated from observed gravity values.
 CP0972
 CP0972;                    North         East    Units  Estimated Accuracy
 CP0972;SPC MS W     -   368,230.      645,200.      MT  (+/- 180 meters Scaled)
 CP0972
 CP0972                          SUPERSEDED SURVEY CONTROL
 CP0972
 CP0972  NGVD 29 (??/??/92)   30.612  (m)          100.43   (f) ADJ UNCH    1 2
 CP0972
 CP0972.Superseded values are not recommended for survey control.
 CP0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0972.See file dsdata.txt to determine how the superseded data were derived.
 CP0972
 CP0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS948332(NAD 83)
 CP0972_MARKER: DR = REFERENCE MARK DISK
 CP0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0972_SP_SET: CONCRETE POST
 CP0972_STAMPING: CARY NO 2 1958
 CP0972_MARK LOGO: CGS   
 CP0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0972+STABILITY: SURFACE MOTION
 CP0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0972+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0972
 CP0972  HISTORY     - Date     Condition        Report By
 CP0972  HISTORY     - 1958     MONUMENTED       CGS
 CP0972  HISTORY     - 1973     GOOD             NGS
 CP0972  HISTORY     - 19920130 GOOD             NGS
 CP0972
 CP0972                          STATION DESCRIPTION
 CP0972
 CP0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0972'0.85 MI NE FROM CARY.
 CP0972'ABOUT 0.85 MILE NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE METHODIST
 CP0972'CHURCH AT CARY, ABOUT 0.2 MILE NORTHEAST OF A CONCRETE HIGHWAY BRIDGE
 CP0972'OVER DEER CREEK, 60 FEET EAST-SOUTHEAST OF THE CENTERLINE OF U.S.
 CP0972'HIGHWAY 61, 166 FEET WEST-NORTHWEST OF THE WEST RAIL OF THE ILLINOIS
 CP0972'CENTRAL RAILROAD, 72 FEET NORTHEAST OF THE MOST NORTHEAST ONE OF TWIN
 CP0972'POLES IN A DOUBLE ROW OF POWER LINE POLES CROSSING THE HIGHWAY AND
 CP0972'RAILROAD, 102.47 FEET WEST-SOUTHWEST OF CARY 1958 TRIANGULATION
 CP0972'STATION, 1 FOOT SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL
 CP0972'WITNESS POST, 5 FEET BELOW LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 CP0972'A CONCRETE POST PROJECTING 6-INCHES.
 CP0972
 CP0972                          STATION RECOVERY (1992)
 CP0972
 CP0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0972'10.7 KM (6.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0972'STATE HIGHWAY 14 IN ROLLING FORK, 31.2 M (102.4 FT) SOUTHWEST OF
 CP0972'TRIANGULATION STATION CARY, 22.0 M (72.2 FT) NORTHEAST OF THE EAST
 CP0972'LEG OF A DOUBLE UTILITY POLE, 18.3 M (60.0 FT) SOUTHEAST OF THE
 CP0972'HIGHWAY CENTERLINE, 13.1 M (43.0 FT) NORTH OF A UTILITY POLE, 1.6 M
 CP0972'(5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 CP0972'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CP0972'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1742 ***********************************************************************
 DK1742  DESIGNATION -  CASCILLA
 DK1742  PID         -  DK1742
 DK1742  STATE/COUNTY-  MS/TALLAHATCHIE
 DK1742  USGS QUAD   -  CASCILLA (1981)
 DK1742
 DK1742                         *CURRENT SURVEY CONTROL
 DK1742  ___________________________________________________________________
 DK1742* NAD 83(1993)-  33 49 50.92359(N)    090 01 51.35988(W)     ADJUSTED  
 DK1742* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DK1742  ___________________________________________________________________
 DK1742  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DK1742  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DK1742  HORZ ORDER  -  SECOND
 DK1742
 DK1742.The horizontal coordinates were established by classical geodetic methods
 DK1742.and adjusted by the National Geodetic Survey in May 1994.
 DK1742
 DK1742.The orthometric height was scaled from a topographic map.
 DK1742
 DK1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1742
 DK1742.The geoid height was determined by GEOID03.
 DK1742
 DK1742;                    North         East     Units Scale Factor Converg.
 DK1742;SPC MS W     -   480,222.814   727,991.078   MT  0.99995966   +0 10 06.1
 DK1742;SPC MS W     - 1,575,531.02  2,388,417.40   sFT  0.99995966   +0 10 06.1
 DK1742;UTM  15      - 3,747,362.852   774,776.372   MT  1.00053088   +1 39 14.5
 DK1742;UTM  16      - 3,747,529.970   219,496.075   MT  1.00057010   -1 41 18.8
 DK1742
 DK1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1742!SPC MS W     -   0.99998624  x   0.99995966  =   0.99994590
 DK1742!UTM  15      -   0.99998624  x   1.00053088  =   1.00051711
 DK1742!UTM  16      -   0.99998624  x   1.00057010  =   1.00055633
 DK1742
 DK1742:                Primary Azimuth Mark                     Grid Az
 DK1742:SPC MS W     -  ROSEBLOOM LOOKOUT TOWER                  058 33 26.7
 DK1742:UTM  15      -  ROSEBLOOM LOOKOUT TOWER                  057 04 18.3
 DK1742:UTM  16      -  ROSEBLOOM LOOKOUT TOWER                  060 24 51.6
 DK1742
 DK1742|---------------------------------------------------------------------|
 DK1742| PID    Reference Object                     Distance      Geod. Az  |
 DK1742|                                                           dddmmss.s |
 DK1742| DJ2086 ROSEBLOOM LOOKOUT TOWER             APPROX.10.0 KM 0584332.8 |
 DK1742| CY5388 CASCILLA RM 1                        22.372 METERS 08721     |
 DK1742| CY5387 CASCILLA AZ MK 2                                   11031     |
 DK1742| CY5386 CASCILLA AZ MK                                     1103105.7 |
 DK1742| CY5389 CASCILLA RM 2                        22.109 METERS 21116     |
 DK1742|---------------------------------------------------------------------|
 DK1742
 DK1742                          SUPERSEDED SURVEY CONTROL
 DK1742
 DK1742  NAD 83(1986)-  33 49 50.93468(N)    090 01 51.35711(W) AD(       ) 2
 DK1742  NAD 27      -  33 49 50.52670(N)    090 01 51.04110(W) AD(       ) 2
 DK1742
 DK1742.Superseded values are not recommended for survey control.
 DK1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1742.See file dsdata.txt to determine how the superseded data were derived.
 DK1742
 DK1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7477647363(NAD 83)
 DK1742_MARKER: DS = TRIANGULATION STATION DISK
 DK1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1742
 DK1742  HISTORY     - Date     Condition        Report By
 DK1742  HISTORY     - 1957     MONUMENTED       CGS
 DK1742  HISTORY     - 1967     GOOD             CGS
 DK1742  HISTORY     - 1968     GOOD             MSHD
 DK1742  HISTORY     - 19740501 GOOD             USGS
 DK1742
 DK1742                          STATION DESCRIPTION
 DK1742
 DK1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1742'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF HOLCOMB, 2-1/4
 DK1742'MILES SOUTHWEST OF CASCILLA AND 1 MILE EAST OF THE BLUFFS
 DK1742'OVERLOOKING THE MISSISSIPPI DELTA, IN SECTION 30, R 3 E, T 23 N,
 DK1742'ON PROPERTY OF MRS. LUCY WEEMS.
 DK1742'
 DK1742'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7, 8 AND 35, AT
 DK1742'HOLCOMB, GO NORTHWEST ON HIGHWAYS 8 AND 35 FOR 3.8 MILES TO A
 DK1742'ROAD INTERSECTION.  TURN RIGHT, NORTH, CONTINUE ON HIGHWAY 35
 DK1742'FOR 0.2 MILE TO A ROAD FORK ON THE RIGHT LEADING UP THE RIDGE.
 DK1742'TAKE RIGHT FORK AND CONTINUE NORTHEASTERLY FOR 2.35 MILES TO
 DK1742'A REVERSE ROAD FORK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 DK1742'0.15 MILE TO A ROAD FORK.  TAKE LEFT FORK, AND GO NORTHWEST FOR
 DK1742'1.5 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT
 DK1742'AHEAD, FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE
 DK1742'NORTHWESTERLY FOR 0.45 MILE TO A ROAD FORK.  TAKE LEFT
 DK1742'FORK, GO 0.05 MILE TO STATION ON THE LEFT.
 DK1742'
 DK1742'STATION MARKS ARE STANDARD DISKS STAMPED CASCILLA 1957.  THE
 DK1742'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 DK1742'INCHES.  IT IS 220 FEET WEST OF THE NORTH-SOUTH ROAD, 118 FEET
 DK1742'NORTH OF A POWER LINE POLE, 42 FEET WEST OF A TRIANGULAR BLAZE
 DK1742'WHICH IS ON THE WEST SIDE OF A TWIN-TRUNKED TREE, AND 35 FEET
 DK1742'SOUTH OF AN EAST-WEST ROAD.  A STANDARD WITNESS POST WAS SET 3
 DK1742'FEET WEST OF MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DK1742'MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF GROUND.
 DK1742'
 DK1742'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CASCILLA NO 1 1957,
 DK1742'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 DK1742'IS 148 FEET WEST OF THE NORTH-SOUTH ROAD AND 104 FEET NORTHEAST
 DK1742'OF A POWER LINE POLE.
 DK1742'
 DK1742'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CASCILLA NO 2
 DK1742'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DK1742'IT IS 107 FEET NORTHWEST OF A POWER LINE POLE, 61 FEET SOUTH OF
 DK1742'CENTER OF ROAD AND 1 FOOT EAST OF FENCE LINE.
 DK1742'
 DK1742'AZIMUTH MARK, A STANDARD DISK STAMPED CASCILLA 1957, IS SET IN
 DK1742'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 95 FEET
 DK1742'EAST OF A FIELD ROAD AND 62 FEET SOUTH OF THE MAIN ROAD.
 DK1742'A STANDARD WITNESS POST WAS SET 2 FEET EAST OF MARK.
 DK1742'
 DK1742'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1742
 DK1742                          STATION RECOVERY (1967)
 DK1742
 DK1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK1742'THE STATION WAS VISITED 11-1-67 AND ALL MARKS WERE FOUND IN GOOD
 DK1742'CONDITION.  THE AZIMUTH MARK WAS RESET AT REQUEST OF LAND
 DK1742'OWNER.  A NEW AZIMUTH MARK WAS SET ON LINE AND AWAY FROM THE
 DK1742'AZIMUTH MARK AND STATION.  A NEW DESCRIPTION FOLLOWS--
 DK1742'
 DK1742'THE STATION IS LOCATED 5.75 MILES NORTHWEST OF HOLCOMB, AND 2-1/4
 DK1742'MILES SOUTHWEST OF CASCILLA IN SEC. 30, R 3 E, T 23 N, ON PROPERTY
 DK1742'OWNED BY MR. JAMES A. KING WHO LIVES AT THE AZIMUTH MARK SITE.
 DK1742'THE STATION IS 118 FT. NORTHWEST OF POWER POLE, 35 FEET SOUTHEAST
 DK1742'OF TRACK ROAD, 246 FEET SOUTH OF ROAD INTERSECTION, 28 FEET
 DK1742'SOUTHWEST OF OAK TREE IN FENCE CORNER, 1.5 FEET NORTHWEST OF
 DK1742'FENCE LINE, 1.5 FEET EAST OF WHITE WOODEN WITNESS POST, 1 FOOT
 DK1742'EAST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 DK1742'STATION DISK STAMPED CASCILLA 1957.
 DK1742'
 DK1742'REFERENCE MARK NO. 1 IS 73.93 FEET EAST OF THE STATION, 104
 DK1742'FEET NORTH-NORTHEAST OF POWER POLE, 86 FEET NORTH-NORTHWEST
 DK1742'OF POWER LINE, 24.5 FEET SOUTH OF FENCE LINE, 57 FEET EAST OF
 DK1742'OAK TREE IN FENCE CORNER.  IT IS A REFERENCE MARK DISK STAMPED
 DK1742'CASCILLA NO 1 1957, PROJECTS 8 INCHES.
 DK1742'
 DK1742'REFERENCE MARK NO. 2 IS 72.54 FEET SOUTH-SOUTHWEST OF STATION,
 DK1742'107 FT. SOUTH OF THE CENTERLINE OF TRACK ROAD, 61 FEET
 DK1742'WEST-NORTHWEST OF POWER POLE, 1 FOOT NORTHEAST OF FENCE LINE,
 DK1742'83 FEET NORTHWEST OF THE CENTERLINE OF POWER LINE.  IT IS
 DK1742'A STANDARD REFERENCE MARK DISK STAMPED CASCILLA NO 2 1957,
 DK1742'PROJECTS 6 INCHES.
 DK1742'
 DK1742'THE AZIMUTH MARK IS 0.4 MILE EAST-SOUTHEAST OF THE STATION IN
 DK1742'THE YARD OF MR. JAMES KING, 92 FEET SOUTH OF THE CENTERLINE
 DK1742'OF ROAD, 83 FEET EAST OF NORTHEAST CORNER OF THE KING HOUSE AND 5
 DK1742'FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF HOUSE,
 DK1742'IN FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 5 FEET
 DK1742'NORTH OF AN 8-INCH OAK TREE IN FENCE LINE.  IT IS A STANDARD
 DK1742'AZIMUTH MARK DISK STAMPED CASCILLA 1957 AZ 2 1967, PROJECTS
 DK1742'2-INCHES.
 DK1742'
 DK1742'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7, 8,
 DK1742'AND 35 IN HOLCOMB, GO NORTHWEST ON HIGHWAYS 8 AND 35 FOR 2.5
 DK1742'MILES TO A ROAD INTERSECTION, TURN RIGHT AND GO NORTH FOR 2.0
 DK1742'MILES TO A FORK, TURN LEFT AND GO NORTHWEST FOR 1.85 MILES TO
 DK1742'THE AZIMUTH MARK AND MR. KINGS HOUSE, CONTINUE NORTHWEST FOR 0.4
 DK1742'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 250 FEET TO TOP OF
 DK1742'GRADE AND STATION ON THE LEFT.
 DK1742'
 DK1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.75 MILES
 DK1742'NW OF HOLCOMB
 DK1742
 DK1742                          STATION RECOVERY (1968)
 DK1742
 DK1742'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK1742'THE STATION WAS VISITED 4-1-68 AND THE STATION MARK, REFERENCE MARK,
 DK1742'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DK1742'
 DK1742'THE STATION IS LOCATED 2.3 MILES SOUTHWEST OF CASCILLA AND 5.75
 DK1742'MILES NORTHWEST OF HOLCOMB, IN THE SOUTHEAST 1/4 OF SECTION 30,
 DK1742'T 23N, R 3E AND ON PROPERTY OWNED BY MR. JAMES A. KING.  IT IS
 DK1742'35 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 246 FEET
 DK1742'SOUTH OF THE CENTER OF A T INTERSECTION, 118 FEET NORTHWEST OF
 DK1742'A POWER LINE POLE, 28 FEET SOUTHWEST OF A 10 INCH OAK ACTING AS
 DK1742'A FENCE CORNER, 1.5 FEET NORTHWEST OF A FENCE, 18 FEET SOUTHEAST
 DK1742'OF THE EDGE OF A BANK, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 DK1742'POST AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 DK1742'
 DK1742'IT IS A STANDARD TRIANGULATION DISK, STAMPED CASCILLA 1957
 DK1742'PROJECTING 4 INCHES.
 DK1742'
 DK1742'REFERENCE MARK NO. 1 IS 73.39 FEET EAST OF THE STATION.
 DK1742'IT IS 104 FEET NORTH NORTHEAST OF A POWER LINE POLE, 86 FEET
 DK1742'NORTH NORTHWEST OF A POWER LINE, 24.5 FEET SOUTH OF A FENCE AND 57
 DK1742'FEET EAST OF A 10 INCH OAK ACTING AS A FENCE CORNER.  IT IS A
 DK1742'STANDARD DISK, STAMPED CASCILLA NO 1 1957 PROJECTING 8 INCHES.
 DK1742'
 DK1742'REFERENCE MARK NO. 2 IS 72.54 FEET SOUTH SOUTHWEST OF THE
 DK1742'STATION.  IT IS 107 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 DK1742'61 FEET WEST NORTHWEST OF A POWER LINE POLE, 83 FEET NORTHWEST OF
 DK1742'THE CENTER OF A POWER LINE AND 1 FOOT NORTHEAST OF A FENCE.  IT IS
 DK1742'A STANDARD REFERENCE MARK DISK, STAMPED CASCILLA NO 2 1957
 DK1742'PROJECTING 6 INCHES.
 DK1742'
 DK1742'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 128.79
 DK1742'FEET.
 DK1742'
 DK1742'THE AZIMUTH MARK IS 0.4 MILE EAST SOUTHEAST OF THE STATION.
 DK1742'IT IS 92 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 83 FEET
 DK1742'EAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 36 FEET EAST
 DK1742'OF THE CENTER OF A DRIVEWAY, 5 FEET NORTH OF THE EXTENDED
 DK1742'NORTH WALL OF THE BRICK HOUSE, 5 FEET NORTH OF AN 8 INCH OAK
 DK1742'AT THE END OF A FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS
 DK1742'POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED CASCILLA
 DK1742'1957 AZ 2 1967 PROJECTING 2 INCHES.
 DK1742'
 DK1742'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 7,
 DK1742'8 AND 35 IN HOLCOMB GO NORTHWEST ON MISSISSIPPI HIGHWAY 8 AND
 DK1742'35 FOR 2.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 DK1742'(NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 2.0 MILES
 DK1742'TO A ROAD FORKS JUST PAST A CHURCH AND A SIDE ROAD LEFT.
 DK1742'TAKE THE LEFT FORK AND CONTINUE NORTHWEST ON AN ALL WEATHER
 DK1742'ROAD FOR 1.8 MILES TO A BRICK HOUSE AND THE AZIMUTH MARK ON THE
 DK1742'THE LEFT AS DESCRIBED.  TO REACH THE STATION CONTINUE
 DK1742'(NORTHWEST) ON AN ALL WEATHER ROAD FOR 0.4 MILE TO A SIDE ROAD
 DK1742'LEFT.  TURN LEFT (SOUTHWEST) AND CONTINUE ON AN ALL
 DK1742'WEATHER ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT ON AN 8 FOOT
 DK1742'BANK.
 DK1742'
 DK1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.75 MILES
 DK1742'NORTHWEST OF HOLCOMB
 DK1742
 DK1742                          STATION RECOVERY (1974)
 DK1742
 DK1742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DK1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2353 ***********************************************************************
 BW2353  DESIGNATION -  CASE
 BW2353  PID         -  BW2353
 BW2353  STATE/COUNTY-  MS/LINCOLN
 BW2353  USGS QUAD   -  ZETUS (1972)
 BW2353
 BW2353                         *CURRENT SURVEY CONTROL
 BW2353  ___________________________________________________________________
 BW2353* NAD 83(1993)-  31 35 24.53125(N)    090 31 23.31811(W)     ADJUSTED  
 BW2353* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 BW2353  ___________________________________________________________________
 BW2353  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BW2353  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2353  HORZ ORDER  -  FIRST
 BW2353
 BW2353.The horizontal coordinates were established by classical geodetic methods
 BW2353.and adjusted by the National Geodetic Survey in May 1994.
 BW2353
 BW2353.The orthometric height was scaled from a topographic map.
 BW2353
 BW2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2353
 BW2353.The geoid height was determined by GEOID03.
 BW2353
 BW2353;                    North         East     Units Scale Factor Converg.
 BW2353;SPC MS W     -   231,721.441   681,985.763   MT  0.99995400   -0 05 57.9
 BW2353;SPC MS W     -   760,239.43  2,237,481.62   sFT  0.99995400   -0 05 57.9
 BW2353;UTM  15      - 3,497,670.178   735,020.261   MT  1.00028129   +1 17 53.1
 BW2353
 BW2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2353!SPC MS W     -   0.99998069  x   0.99995400  =   0.99993469
 BW2353!UTM  15      -   0.99998069  x   1.00028129  =   1.00026197
 BW2353
 BW2353:                Primary Azimuth Mark                     Grid Az
 BW2353:SPC MS W     -  CASE AZ MK                               041 38 45.4
 BW2353:UTM  15      -  CASE AZ MK                               040 14 54.4
 BW2353
 BW2353|---------------------------------------------------------------------|
 BW2353| PID    Reference Object                     Distance      Geod. Az  |
 BW2353|                                                           dddmmss.s |
 BW2353| CY3991 CASE AZ MK                                         0413247.5 |
 BW2353| CY3992 CASE RM 1                            34.458 METERS 09648     |
 BW2353| CY3993 CASE RM 2                            27.080 METERS 35240     |
 BW2353|---------------------------------------------------------------------|
 BW2353
 BW2353                          SUPERSEDED SURVEY CONTROL
 BW2353
 BW2353  NAD 83(1986)-  31 35 24.54721(N)    090 31 23.31479(W) AD(       ) 1
 BW2353  NAD 27      -  31 35 23.93700(N)    090 31 22.96500(W) AD(       ) 1
 BW2353
 BW2353.Superseded values are not recommended for survey control.
 BW2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2353.See file dsdata.txt to determine how the superseded data were derived.
 BW2353
 BW2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ3502097670(NAD 83)
 BW2353_MARKER: DS = TRIANGULATION STATION DISK
 BW2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2353
 BW2353  HISTORY     - Date     Condition        Report By
 BW2353  HISTORY     - 1947     MONUMENTED       CGS
 BW2353  HISTORY     - 1950     SEE DESCRIPTION  CGS
 BW2353  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BW2353  HISTORY     - 1968     GOOD             MSHD
 BW2353  HISTORY     - 1970     GOOD             MSSU
 BW2353
 BW2353                          STATION DESCRIPTION
 BW2353
 BW2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2353'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF
 BW2353'BROOKHAVEN AND ON LAND OWNED BY FELTON CASE.  IT IS 117 FEET
 BW2353'WEST OF THE INTERSECTION OF AN EAST - WEST GRAVELED ROAD AND
 BW2353'A GRAVELED ROAD TO THE NORTH, 55 FEET SOUTHWEST OF THE SOUTHWEST
 BW2353'CORNER OF THE CASE FARM HOUSE, 32 FEET NORTH OF THE APPROXIMATE
 BW2353'CENTERLINE OF A GRAVELED ROAD, AND 8 FEET SOUTH OF A WITNESS
 BW2353'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 BW2353'STAMPED CASE 1947.
 BW2353'
 BW2353'REFERENCE MARK NO. 1 IS 113.05 FEET EAST-SOUTHEAST OF THE
 BW2353'STATION, 30 FEET SOUTH OF THE INTERSECTION OF AN EAST-WEST
 BW2353'GRAVELED ROAD AND A GRAVELED ROAD TO THE NORTH, AND 1 FOOT
 BW2353'NORTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES
 BW2353'AND THE DISK IS STAMPED CASE NO 1 1947.
 BW2353'
 BW2353'REFERENCE MARK NO. 2 IS 88.84 FEET NORTH-NORTHWEST OF THE
 BW2353'STATION, AND 12 FEET WEST OF THE NORTHWEST CORNER OF THE CASE
 BW2353'FARM HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 BW2353'IS STAMPED CASE NO 2 1947.
 BW2353'
 BW2353'THE AZIMUTH MARK IS 0.6 MILE NORTHEAST OF THE STATION, 150
 BW2353'FEET SOUTHEAST OF A LONE 8-INCH PINE TREE, AND 54 FEET SOUTHWEST
 BW2353'OF THE SOUTHWEST EDGE OF AN OIL STORAGE TANK NO. 19713.  THE
 BW2353'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CASE 1947.
 BW2353'
 BW2353'TO REACH THE STATION FROM THE BROOKHAVEN POST OFFICE, GO NORTH
 BW2353'ON STATE HIGHWAY 84 FOR 1 BLOCK, THENCE TURN LEFT AND GO 0.3
 BW2353'MILE TO WHERE MAIN ROAD TURNS RIGHT, TURN RIGHT AND GO 1 BLOCK,
 BW2353'THENCE LEFT ON MAIN TRAVELED ROAD FOR 2.55 MILES TO A SIDE
 BW2353'ROAD LEFT, TURN LEFT AND GO WEST FOR 2.3 MILES TO A GRAVELED
 BW2353'ROAD RIGHT AND THE STATION AS DESCRIBED.
 BW2353'
 BW2353'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 BW2353'GRAVELED ROAD FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND
 BW2353'GO 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND PASS OVER
 BW2353'CATTLE GUARD AND GO 0.3 MILE TO THREE STORAGE OIL TANKS ON
 BW2353'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 BW2353'
 BW2353'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2353
 BW2353                          STATION RECOVERY (1950)
 BW2353
 BW2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 BW2353'THE STATION HAS BEEN PARTIALLY DESTROYED.  THE SURFACE STATION
 BW2353'MARK WAS DISLOCATED BY A HIGHWAY GRADER AND IS NOW LYING ALONG SIDE
 BW2353'OF ROAD.  THE UNDERGROUND MARK WAS NOT RECOVERED AND IS
 BW2353'BELIEVED TO BE IN ITS ORIGINAL POSITION.
 BW2353'
 BW2353'REFERENCE MARK NO. 2 IS AT THE EDGE OF THE DITCH WITH ONE
 BW2353'SIDE OF THE CONCRETE BLOCK COMPLETELY EXPOSED.  IT IS APPARENTLY
 BW2353'IN ITS ORIGINAL POSITION BUT SUBJECT TO DISPLACEMENT BY EROSION.
 BW2353'
 BW2353'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE NOT RECOVERED
 BW2353'OR SEARCHED FOR.
 BW2353
 BW2353                          STATION RECOVERY (1956)
 BW2353
 BW2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2353'THE STATION WAS VISITED 8-27-56.  THE SURFACE MARK WAS FOUND
 BW2353'DESTROYED.  THE SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION,
 BW2353'LOWERED IN ITS ORIGINAL POSITION AND A NEW SURFACE MARK
 BW2353'ESTABLISHED.  THE REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 BW2353'IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 BW2353'FROM THE STATION BEING OBSTRUCTED BY A PINE GROVE.
 BW2353'
 BW2353'A NEW DESCRIPTION FOLLOWS--
 BW2353'
 BW2353'THE STATION IS LOCATED 4.5 MILES WEST-NORTHWEST OF BROOKHAVEN,
 BW2353'0.1 MILE SOUTH OF THE CALIFORNIA OIL CO., BROOKHAVEN UNIT,
 BW2353'EXTRACTION PLANT, IN THE SOUTHWEST ANGLE OF A T-INTERSECTION
 BW2353'OF ROADS AND ON THE PROPERTY OF MR. FELTON CASE.  IT IS 106
 BW2353'FEET WEST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST
 BW2353'BLACKTOPPED ROAD AND A GRAVELED ROAD LEADING NORTH, 46 PACES
 BW2353'EAST OF THE INTERSECTION OF THE EAST-WEST ROAD AND A GRAVELED
 BW2353'ROAD LEADING SOUTH, 30 FEET SOUTH OF THE SOUTH YARD FENCE
 BW2353'AROUND THE CASE HOUSE, 84.5 FEET SOUTHWEST OF THE SOUTHEAST
 BW2353'CORNER OF THE YARD FENCE, 55 FEET SOUTH-SOUTHWEST OF THE
 BW2353'SOUTHWEST CORNER OF THE CASE HOUSE, 34.5 FEET
 BW2353'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE YARD FENCE, 33
 BW2353'FEET NORTH OF THE CENTER OF THE ROAD AND 114 FEET
 BW2353'WEST-NORTHWEST OF POWER POLE NO. 1.  IT IS A STANDARD DISK,
 BW2353'STAMPED CASE 1947 1956, FLUSH WITH THE GROUND.
 BW2353'
 BW2353'REFERENCE MARK NO. 1 IS 113.05 FEET EAST-SOUTHEAST OF THE
 BW2353'STATION, 2 FEET NORTHWEST OF POWER POLE NO. 1, 18 FEET SOUTH
 BW2353'OF THE CENTER OF THE EAST-WEST ROAD AND ON THE PROJECTED
 BW2353'CENTERLINE OF THE GRAVELED ROAD LEADING NORTH.  IT IS A STANDARD
 BW2353'DISK, STAMPED CASE NO 1 1947, PROJECTING 8 INCHES.
 BW2353'
 BW2353'REFERENCE MARK NO. 2 IS 88.84 FEET NORTH-NORTHWEST OF THE STATION,
 BW2353'14.5 FEET WEST OF THE NORTHWEST CORNER OF THE CASE HOUSE, 3
 BW2353'FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH SIDE OF THE
 BW2353'HOUSE, 23 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE WEST
 BW2353'WING OF THE HOUSE, 26.5 FEET SOUTH-SOUTHEAST OF THE NORTHWEST
 BW2353'CORNER OF THE YARD FENCE, 8 FEET EAST OF A FENCE LINE AND 15
 BW2353'FEET NORTHEAST OF THE NORTH END OF THE GATE.  IT IS A STANDARD
 BW2353'DISK, STAMPED CASE NO 2 1947, 2 INCHES BELOW THE SURFACE
 BW2353'OF THE GROUND.
 BW2353'
 BW2353'THE AZIMUTH MARK IS 0.6 MILE NORTHEAST OF THE STATION ON A
 BW2353'LOW KNOLL, 85 PACES WEST-NORTHWEST OF AN ABANDONED OIL WELL,
 BW2353'92 PACES SOUTH-SOUTHEAST OF A PUMPING STATION NEAR A CATTLE
 BW2353'GUARD, 150 FEET SOUTHEAST OF A LARGE PINE TREE IN A PINE
 BW2353'THICKET, 185 FEET SOUTHWEST OF A GRAVELED ROAD AND 60 FEET
 BW2353'NORTH-NORTHWEST OF A LONE 10-INCH PINE TREE.  IT IS A STANDARD
 BW2353'DISK, STAMPED CASE 1947, PROJECTING 2 INCHES.
 BW2353'
 BW2353'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN GO
 BW2353'NORTH FOR 1 BLOCK TO A STOP LIGHT, TURN LEFT AND GO 0.3 MILE
 BW2353'TO A STOP LIGHT IN A FORK, TURN RIGHT AND GO 1 BLOCK, TURN
 BW2353'LEFT AND GO 0.35 MILE TO THE INTERSECTION WITH U.S. HIGHWAY
 BW2353'51 AND A RAILROAD TRACK, CONTINUE NORTHWEST, CROSSING U.S.
 BW2353'HIGHWAY 51 AND THE RAILROAD TRACKS AND GO 2.25 MILES TO A
 BW2353'SIDE ROAD LEFT TURN LEFT AND GO 2.3 MILES TO A GRAVELED ROAD
 BW2353'RIGHT AND THE STATION IN THE SOUTHWEST ANGLE.
 BW2353'
 BW2353'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVELED
 BW2353'ROAD FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST
 BW2353'0.05 MILE, TURN RIGHT AND GO 0.15 MILE TO A FORK, TAKE LEFT
 BW2353'FORK AND GO 0.2 MILE TO A CATTLE GUARD AND PUMPING STATION
 BW2353'ON THE RIGHT, CROSS CATTLE GUARD AND GO 0.05 MILE TO THE
 BW2353'MARK ABOUT 185 FEET ON THE RIGHT.
 BW2353
 BW2353                          STATION RECOVERY (1968)
 BW2353
 BW2353'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2353'THE STATION WAS VISITED 1-10-68 AND THE STATION MARK, REFERENCE
 BW2353'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2353'CONDITION.
 BW2353'
 BW2353'THE STATION IS LOCATED 4.9 MILES WEST NORTHWEST OF BROOKHAVEN
 BW2353'AND 0.1 MILES SOUTH OF THE CALIFORNIA OIL COMPANY IN THE
 BW2353'NORTHWEST 1/4 OF SECTION 8, T 7N, R 7E AND ON PROPERTY OWNED
 BW2353'BY MR. FELTON CASE.  IT IS 33 FEET NORTH OF THE CENTER OF A
 BW2353'BLACKTOP ROAD, 113 FEET WEST OF THE CENTER OF THE T INTERSECTION,
 BW2353'155 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PINK HOUSE,
 BW2353'9 FEET WEST OF THE EXTENDED WEST WALL OF THE NORTH WING OF
 BW2353'THE HOUSE, 115 FEET NORTHWEST OF A POWER LINE POLE AT THE END
 BW2353'OF A BLACKTOP ROAD AND 34.5 FEET SOUTHEAST OF THE SOUTHWEST
 BW2353'CORNER OF THE YARD FENCE.
 BW2353'
 BW2353'IT IS A STANDARD TRIANGULATION DISK, STAMPED CASE 1947 1956
 BW2353'FLUSH WITH THE GROUND.
 BW2353'
 BW2353'REFERENCE MARK NO. 1 IS 113.05 FEET EAST SOUTHEAST OF THE STATION.
 BW2353'IT IS 20 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 4
 BW2353'FEET WEST OF THE EXTENDED TANGENT OF THE NORTH-SOUTH BLACKTOP
 BW2353'ROAD, 56.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE YARD
 BW2353'FENCE, 2 FEET NORTHWEST OF A POWER POLE WHERE THE WIRES FORM
 BW2353'A 90 DEG ANGLE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT
 BW2353'IS A STANDARD DISK, STAMPED CASE NO 1 1947, PROJECTING 12
 BW2353'INCHES.
 BW2353'
 BW2353'REFERENCE MARK NO. 2 IS 88.84 FEET NORTH NORTHWEST OF THE
 BW2353'STATION.  IT IS 122 FEET NORTH OF THE CENTER OF THE BLACKTOP
 BW2353'ROAD, 14.5 FEET WEST OF THE NORTHWEST CORNER OF THE PINK
 BW2353'HOUSE, 23 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE NORTH
 BW2353'WING OF THE HOUSE, 3 FEET SOUTH OF THE EXTENDED NORTH WALL
 BW2353'OF THE HOUSE, 26 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 BW2353'THE YARD FENCE, 21 FEET NORTH OF AN 8 INCH CEDAR AND 9 FEET
 BW2353'EAST OF A FENCE IN A HEDGE.  IT IS A STANDARD REFERENCE MARK
 BW2353'DISK STAMPED CASE NO 2 1947, 2 INCHES BELOW GHE GROUND SURFACE.
 BW2353'
 BW2353'THE AZIMUTH MARK IS 0.6 MILE NORTHEAST OF THE STATION.  IT IS
 BW2353'82 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 33.5 FEET NORTH
 BW2353'OF A FENCE, 28 FEET SOUTH SOUTHWEST OF A POWER LINE POLE, 35
 BW2353'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WELL HOUSE FOUNDATION,
 BW2353'62 FEET SOUTH OF THE EXTENDED SOUTH WALL OF THE SMITH HOUSE
 BW2353'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2353'AZIMUTH MARK DISK, STAMPED CASE 1947 PROJECTING 2 INCHES.
 BW2353'
 BW2353'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW2353'HOSPITAL IN BROOKHAVEN GO SOUTHWEST ON U.S. HIGHWAY 51 FOR
 BW2353'0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 550.  TURN
 BW2353'RIGHT (NORTHWEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 550 FOR
 BW2353'2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT (SOUTHWEST) AND
 BW2353'CONTINUE ON A BLACKTOP ROAD FOR 0.9 MILE TO A FORKS.  TAKE
 BW2353'THE RIGHT FORK AND CONTINUE WEST ON A BLACKTOP ROAD FOR 1.1
 BW2353'MILES TO A SIDE ROAD AND THE STATION ON THE RIGHT IN THE
 BW2353'NORTHWEST ANGLE.
 BW2353'
 BW2353'TO REACH THE AZIMUTH, TURN RIGHT (NORTH) AND CONTINUE ON
 BW2353'A BLACKTOP ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT JUST PAST A SHARP
 BW2353'CURVE EAST.  TURN RIGHT (SOUTH) AND CONTINUE ON AN ALL WEATHER
 BW2353'ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT AND SOME VALVES
 BW2353'AND A BARN ON THE LEFT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON
 BW2353'THE DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT ON LAND
 BW2353'OWNED BY E.L. SMITH.
 BW2353'
 BW2353'(NOTE) AS MENTIONED IN THE PREVIOUS DESCRIPTION THE AZIMUTH
 BW2353'IS NO LONGER VISIBLE FROM THE STATION.
 BW2353'
 BW2353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.9 MILES
 BW2353'WEST NORTHWEST OF BROOKHAVEN
 BW2353
 BW2353                          STATION RECOVERY (1970)
 BW2353
 BW2353'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2353'ALL MARKS WERE RECOVERED AS DESCRIBED BY MSHD IN 1968 WITH
 BW2353'THE FOLLOWING EXCEPTIONS--
 BW2353'
 BW2353'(1) THE STATION MARK IS 55.5 FEET SW OF THE SW CORNER OF MR.
 BW2353'CASES HOUSE INSTEAD OF 15.5 FEET
 BW2353'
 BW2353'(2) OMIT POWER LINE POLE REFERENCE TO AZIMUTH MARK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2359 ***********************************************************************
 BW2359  DESIGNATION -  CASEY
 BW2359  PID         -  BW2359
 BW2359  STATE/COUNTY-  MS/LINCOLN
 BW2359  USGS QUAD   -  CASEYVILLE (1972)
 BW2359
 BW2359                         *CURRENT SURVEY CONTROL
 BW2359  ___________________________________________________________________
 BW2359* NAD 83(1993)-  31 40 19.17346(N)    090 41 19.42943(W)     ADJUSTED  
 BW2359* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BW2359  ___________________________________________________________________
 BW2359  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BW2359  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BW2359  HORZ ORDER  -  FIRST
 BW2359
 BW2359.The horizontal coordinates were established by classical geodetic methods
 BW2359.and adjusted by the National Geodetic Survey in May 1994.
 BW2359
 BW2359.The orthometric height was scaled from a topographic map.
 BW2359
 BW2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2359
 BW2359.The geoid height was determined by GEOID03.
 BW2359
 BW2359;                    North         East     Units Scale Factor Converg.
 BW2359;SPC MS W     -   240,835.245   666,299.999   MT  0.99996400   -0 11 11.8
 BW2359;SPC MS W     -   790,140.30  2,186,019.25   sFT  0.99996400   -0 11 11.8
 BW2359;UTM  15      - 3,506,400.707   719,112.235   MT  1.00019217   +1 12 50.5
 BW2359
 BW2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2359!SPC MS W     -   0.99998429  x   0.99996400  =   0.99994829
 BW2359!UTM  15      -   0.99998429  x   1.00019217  =   1.00017646
 BW2359
 BW2359:                Primary Azimuth Mark                     Grid Az
 BW2359:SPC MS W     -  STAR                                     096 01 27.4
 BW2359:UTM  15      -  STAR                                     094 37 25.1
 BW2359
 BW2359|---------------------------------------------------------------------|
 BW2359| PID    Reference Object                     Distance      Geod. Az  |
 BW2359|                                                           dddmmss.s |
 BW2359| BW2351 STAR                                APPROX.11.7 KM 0955015.6 |
 BW2359| CY3994 CASEY AZ MK                                        1623430.0 |
 BW2359| BW2356 QUENTIN LOOKOUT TOWER               APPROX.15.4 KM 1982439.9 |
 BW2359| CY3995 CASEY RM 1                           37.408 METERS 20711     |
 BW2359| CY3996 CASEY RM 2                           48.162 METERS 34853     |
 BW2359| BW2360 PLEASANT HILL LOOKOUT TOWER         APPROX. 7.4 KM 3542614.8 |
 BW2359|---------------------------------------------------------------------|
 BW2359
 BW2359                          SUPERSEDED SURVEY CONTROL
 BW2359
 BW2359  NAD 83(1986)-  31 40 19.18883(N)    090 41 19.42587(W) AD(       ) 1
 BW2359  NAD 27      -  31 40 18.58800(N)    090 41 19.06600(W) AD(       ) 1
 BW2359
 BW2359.Superseded values are not recommended for survey control.
 BW2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2359.See file dsdata.txt to determine how the superseded data were derived.
 BW2359
 BW2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1911206401(NAD 83)
 BW2359_MARKER: DS = TRIANGULATION STATION DISK
 BW2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2359
 BW2359  HISTORY     - Date     Condition        Report By
 BW2359  HISTORY     - 1947     MONUMENTED       CGS
 BW2359  HISTORY     - 1948     GOOD             CGS
 BW2359  HISTORY     - 1956     GOOD             CGS
 BW2359  HISTORY     - 1968     GOOD             MSHD
 BW2359
 BW2359                          STATION DESCRIPTION
 BW2359
 BW2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2359'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF BROOKHAVEN,
 BW2359'2 MILES WEST OF THE SMALL VILLAGE OF CASEYVILLE, AND ON LAND
 BW2359'OWNED BY DENNIS MC CLAIN.  IT IS NEAR THE SOUTHWEST CORNER
 BW2359'OF THE MC CLAIN FARM YARD, 24 FEET NORTH OF THE APPROXIMATE
 BW2359'CENTERLINE OF A GRAVELED ROAD, AND 18 FEET NORTHEAST OF THE
 BW2359'SOUTHWEST CORNER OF THE MC CLAIN FARM YARD.  THE MARK IS
 BW2359'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CASEY 1947.
 BW2359'
 BW2359'REFERENCE MARK NO. 1 IS 122.73 FEET SOUTHWEST OF THE STATION,
 BW2359'17 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2359'ROAD, 14 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 BW2359'DRIVEWAY TO FARM YARD, AND 1 FOOT NORTHEAST OF A FENCE CORNER.
 BW2359'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED CASEY
 BW2359'NO 1 1947.
 BW2359'
 BW2359'REFERENCE MARK NO. 2 IS 158.01 FEET NORTH-NORTHWEST OF THE
 BW2359'STATION, 69 FEET WEST OF THE WEST CORNER OF THE MC CLAIN
 BW2359'FARM HOUSE, AND 41 FEET SOUTHWEST OF A LONE 10-INCH PINE TREE.
 BW2359'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CASEY
 BW2359'NO 2 1947.
 BW2359'
 BW2359'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 17
 BW2359'FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 BW2359'AND ON THE EASTERN EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 BW2359'5 INCHES AND THE DISK IS STAMPED CASEY 1947.
 BW2359'
 BW2359'TO REACH THE STATION FROM THE BROOKHAVEN POST OFFICE, GO
 BW2359'NORTH FOR 0.3 MILE TO THE KINGS DAUGHTERS HOSPITAL ON THE
 BW2359'LEFT AND A CROSS STREET, TURN LEFT AND GO 0.5 MILE TO A
 BW2359'Y-INTERSECTION, TURN RIGHT AND GO 15.3 MILES ON A GRAVELED
 BW2359'ROAD TO THE SMALL SETTLEMENT OF CASEYVILLE AND A CROSSROAD.
 BW2359'CONTINUE STRAIGHT AHEAD FOR 2.15 MILES TO THE AZIMUTH MARK
 BW2359'ON THE LEFT.  CONTINUE ON FOR 0.15 MILE TO A Y-INTERSECTION,
 BW2359'TURN RIGHT AND GO 0.1 MILE TO THE MC CLAIN FARM HOUSE ON
 BW2359'THE LEFT AND THE STATION.
 BW2359'
 BW2359'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2359
 BW2359                          STATION RECOVERY (1948)
 BW2359
 BW2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2359'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BW2359'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BW2359'A COMPLETE DESCRIPTION FOLLOWS--
 BW2359'
 BW2359'STATION IS LOCATED ON PROPERTY OF DENNIS MC CLAIN, ABOUT 17
 BW2359'MILES NORTHWEST OF BROOKHAVEN, 2 MILES WEST OF THE SMALL
 BW2359'VILLAGE OF CASEYVILLE, 24 FEET WEST OF APPROXIMATE CENTERLINE
 BW2359'OF GRAVELED ROAD, AND 18 FEET NORTHEAST OF THE SOUTHWEST
 BW2359'CORNER OF THE MC CLAIN FARM YARD.  THE MARK IS FLUSH WITH
 BW2359'THE GROUND, AND THE DISK IS STAMPED CASEY 1947.
 BW2359'
 BW2359'REFERENCE MARK NO. 1 IS 122.73 FEET SOUTH-SOUTHWEST OF STATION
 BW2359'AND 1 FOOT NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 BW2359'7 INCHES, AND THE DISK IS STAMPED CASEY NO 1 1947.
 BW2359'
 BW2359'REFERENCE MARK NO. 2 IS 158.01 FEET NORTH-NORTHWEST OF STATION
 BW2359'AND 69 FEET WEST OF THE WEST CORNER OF THE MC CLAIN FARM
 BW2359'HOUSE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BW2359'CASEY NO 2 1947.
 BW2359'
 BW2359'AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHEAST OF STATION, 17 FEET
 BW2359'SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, 2 FEET
 BW2359'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS 1 INCH UNDERGROUND,
 BW2359'AND THE DISK IS STAMPED CASEY AZIMUTH 1947.
 BW2359'
 BW2359'TO REACH STATION FROM THE BROOKHAVEN POST OFFICE, GO NORTH
 BW2359'FOR 0.3 MILE TO THE KINGS DAUGHTERS HOSPITAL ON LEFT AND
 BW2359'A CROSS STREET, TURN LEFT AND GO 0.5 MILE TO A FORK, TAKE RIGHT
 BW2359'ROAD AND GO 14.4 MILES ON MAIN GRAVELED ROAD TO THE SMALL
 BW2359'SETTLEMENT OF CASEYVILLE AND A CROSSROAD.  CONTINUE STRAIGHT
 BW2359'AHEAD FOR 2.15 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 BW2359'ON FOR 0.15 MILE TO A FORK, TAKE RIGHT ROAD AND GO 0.1 MILE
 BW2359'TO THE MC CLAIN FARM HOUSE AND STATION ON LEFT.
 BW2359'
 BW2359'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2359
 BW2359                          STATION RECOVERY (1956)
 BW2359
 BW2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2359'THE STATION WAS VISITED 5-19-56 AND THE STATION, REFERENCE
 BW2359'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 BW2359'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE
 BW2359'AND IS BELIEVED TO BE DESTROYED WHEN THE GRAVELED ROAD WAS
 BW2359'WIDENED AND BLACK TOPPED.  THE 1948 DESCRIPTION BY F.X.P.
 BW2359'IS ADEQUATE.
 BW2359
 BW2359                          STATION RECOVERY (1968)
 BW2359
 BW2359'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2359'THE STATION WAS VISITED 1-17-68 AND THE STATION MARK, REFERENCE
 BW2359'MARK, NO. 1, NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2359'WAS NOT FOUND AND COULD HAVE BEEN DESTROYED WHEN THE ROAD
 BW2359'WAS WIDENED.
 BW2359'
 BW2359'THE STATION IS LOCATED 15.9 MILES NORTHWEST OF BROOKHAVEN
 BW2359'AND 2 MILES WEST OF CASEYVILLE, IN THE SOUTHEAST 1/4 OF SECTION
 BW2359'10, T 8N, R 5E, AND ON PROPERTY OWNED BY MR. DENNIS MC CLAIN.
 BW2359'IT IS 25 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2359'13.5 FEET NORTH OF A FENCE CORNER, 39 FEET SOUTHEAST OF THE EDGE
 BW2359'OF A POND, 93 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT
 BW2359'NORTH OF A METAL WITNESS POST.
 BW2359'
 BW2359'IT IS A STANDARD TRIANGULATION DISK, STAMPED CASEY 1947 FLUSH
 BW2359'WITH THE GROUND.
 BW2359'
 BW2359'REFERENCE MARK NO. 1 IS 122.73 FEET SOUTH SOUTHWEST OF THE
 BW2359'STATION.  IT IS 22 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 BW2359'ROAD, 91 FEET SOUTHEAST OF A 16 INCH PINE AND 1 FOOT EAST
 BW2359'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAPED
 BW2359'CASEY 1947 NO 1, PROJECTING 6 INCHES.
 BW2359'
 BW2359'REFERENCE MARK NO. 2 IS 158.01 FEET NORTH NORTHWEST OF THE
 BW2359'STATION.  IT IS 136 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 BW2359'ROAD, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 BW2359'HOUSE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BW2359'STANDARD REFERENCE MARK DISK STAMPED CASEY 1947 NO 2 PROJECTING
 BW2359'8 INCHES.
 BW2359'
 BW2359'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW2359'HOSPITAL AT THE WEST EDGE OF BROOKHAVEN GO SOUTHWEST ON U.S.
 BW2359'HIGHWAY 51 FOR 0.3 MILES TO THE INTERSECTION OF MISSISSIPPI
 BW2359'HIGHWAY 550.  TURN RIGHT (NORTHWEST) AND CONTINUE ON MISSISSIPPI
 BW2359'HIGHWAY 550 FOR 14.0 MILES TO THE CROSSROADS AT CASEYVILLE.
 BW2359'CONTINUE NORTHWEST ON MISSISSIPPI HIGHWAY 550 FOR 2.25 MILES
 BW2359'TO A SIDE ROAD RIGHT.  TURN RIGHT (NORTHEAST) AND CONTINUE
 BW2359'ON AN ALL WEATHER ROAD FOR 0.1 MILE TO THE TOP OF A HILL
 BW2359'AND THE MARK ON THE LEFT AS DESCRIBED.
 BW2359'
 BW2359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 BW2359'WEST OF CASEYVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1517 ***********************************************************************
 BV1517  DESIGNATION -  CASINO
 BV1517  PID         -  BV1517
 BV1517  STATE/COUNTY-  MS/PERRY
 BV1517  USGS QUAD   -  RICHTON (1964)
 BV1517
 BV1517                         *CURRENT SURVEY CONTROL
 BV1517  ___________________________________________________________________
 BV1517* NAD 83(1993)-  31 21 27.16323(N)    088 56 10.99658(W)     ADJUSTED  
 BV1517* NAVD 88     -        50.797  (meters)     166.66   (feet)  ADJUSTED  
 BV1517  ___________________________________________________________________
 BV1517  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BV1517  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BV1517  DYNAMIC HT  -          50.735 (meters)     166.45  (feet)  COMP
 BV1517  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 BV1517
 BV1517  HORZ ORDER  -  SECOND
 BV1517  VERT ORDER  -  SECOND    CLASS II
 BV1517
 BV1517.The horizontal coordinates were established by classical geodetic methods
 BV1517.and adjusted by the National Geodetic Survey in May 1994.
 BV1517
 BV1517.The orthometric height was determined by differential leveling
 BV1517.and adjusted in May 1996.
 BV1517
 BV1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1517
 BV1517.The geoid height was determined by GEOID03.
 BV1517
 BV1517.The dynamic height is computed by dividing the NAVD 88
 BV1517.geopotential number by the normal gravity value computed on the
 BV1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1517.degrees latitude (g = 980.6199 gals.).
 BV1517
 BV1517.The modeled gravity was interpolated from observed gravity values.
 BV1517
 BV1517;                    North         East     Units Scale Factor Converg.
 BV1517;SPC MS E     -   205,921.301   290,195.247   MT  0.99995119   -0 03 13.1
 BV1517;SPC MS E     -   675,593.47    952,082.24   sFT  0.99995119   -0 03 13.1
 BV1517;UTM  16      - 3,470,848.013   315,817.801   MT  1.00001843   -1 00 28.6
 BV1517
 BV1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1517!SPC MS E     -   0.99999625  x   0.99995119  =   0.99994744
 BV1517!UTM  16      -   0.99999625  x   1.00001843  =   1.00001468
 BV1517
 BV1517|---------------------------------------------------------------------|
 BV1517| PID    Reference Object                     Distance      Geod. Az  |
 BV1517|                                                           dddmmss.s |
 BV1517| CG1307 CASINO RM 2                          21.060 METERS 00104     |
 BV1517| BV1824 RUTH RESET                          289.733 METERS 17131     |
 BV1517| CG1306 CASINO RM 1                          19.445 METERS 25508     |
 BV1517|---------------------------------------------------------------------|
 BV1517
 BV1517                          SUPERSEDED SURVEY CONTROL
 BV1517
 BV1517  NAD 83(1993)-  31 21 27.17595(N)    088 56 10.99366(W) AD(       ) 2
 BV1517  NAD 83(1986)-  31 21 27.17834(N)    088 56 10.99348(W) AD(       ) 2
 BV1517  NAD 27      -  31 21 26.54000(N)    088 56 10.80800(W) AD(       ) 2
 BV1517
 BV1517.Superseded values are not recommended for survey control.
 BV1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1517.See file dsdata.txt to determine how the superseded data were derived.
 BV1517
 BV1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1581870848(NAD 83)
 BV1517_MARKER: DE = TRAVERSE STATION DISK
 BV1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1517_SP_SET: CONCRETE POST
 BV1517_STAMPING: CASINO 1921
 BV1517_MARK LOGO: CGS   
 BV1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1517+STABILITY: SURFACE MOTION
 BV1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1517+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1987
 BV1517
 BV1517  HISTORY     - Date     Condition        Report By
 BV1517  HISTORY     - 1921     MONUMENTED       CGS
 BV1517  HISTORY     - 1921     GOOD             CGS
 BV1517  HISTORY     - 1935     GOOD             CGS
 BV1517  HISTORY     - 1966     MARK NOT FOUND   MSHD
 BV1517  HISTORY     - 19870211 GOOD             MSHD
 BV1517
 BV1517                          STATION DESCRIPTION
 BV1517
 BV1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1517'IN RICHTON, 5/8 OF A MILE NORTH OF THE RAILROAD DEPOT, ON THE RIGHT
 BV1517'(EAST) SIDE OF THE TRACKS, EXTENSION OF FORWARD TANGENT OF THE RIGHT
 BV1517'(EAST) RAIL, 140 METERS NORTH OF RAILROAD BRIDGE NO. 82.3, 125
 BV1517'METERS SOUTH OF THE FIRST ROAD CROSSING NORTH OF RICHTON, 7.27
 BV1517'METERS (23.85 FEET) EAST OF THE EAST AND NEAREST RAIL.
 BV1517'
 BV1517'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1517'SET IN CONCRETE.
 BV1517'
 BV1517'REFERENCE MARK NO. 1 IS ON THE WEST OR OPPOSITE SIDE OF THE TRACKS.
 BV1517'
 BV1517'REFERENCE MARK NO. 2 IS ON THE RIGHT (EAST) SIDE OF THE TRACKS, 0.2
 BV1517'METER WEST OF EAST FENCE LINE.
 BV1517
 BV1517                          STATION RECOVERY (1921)
 BV1517
 BV1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 BV1517'RECOVERED IN GOOD CONDITION.
 BV1517
 BV1517                          STATION RECOVERY (1935)
 BV1517
 BV1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1517'IN RICHTON, ABOUT 330 YARDS NORTH-NORTHWEST OF STATION RUTH, ON THE
 BV1517'RIGHT-OF-WAY OF THE GULF, MOBILE AND NORTHERN RAILROAD, 23.85 FEET
 BV1517'EAST OF THE EAST RAIL, 59 PACES SOUTH OF WHISTLE POST, 8 PACES
 BV1517'NORTH OF A BRACED TELEPHONE POLE, AND AT A POINT WHERE THE HIGHWAY
 BV1517'APPROACHES CLOSEST TO THE RAILROAD. THIS STATION IS AN
 BV1517'AZIMUTH MARK FOR RUTH.
 BV1517
 BV1517                          STATION RECOVERY (1966)
 BV1517
 BV1517'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1517'THE STATION SITE WAS VISITED 1-19-66 AND NO MARKS WERE FOUND.
 BV1517'
 BV1517'LOCATED IN RICHTON ABOUT 330 YARDS NORTH NORTHWEST OF STATION RUTH ON
 BV1517'THE RIGHT-OF-WAY OF THE GULF, MOBILE AND NORTHERN RAILROAD.
 BV1517'
 BV1517'IT IS 59 PACES SOUTH OF WHISTLE POST, 8 PACES NORTH OF A BRACED
 BV1517'TELEPHONE POLE AND AT A POINT WHERE THE HIGHWAY APPROACHES CLOSEST
 BV1517'TO THE RAILROAD. THE STATION IS AN AZIMUTH FOR RUTH.
 BV1517
 BV1517                          STATION RECOVERY (1987)
 BV1517
 BV1517'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV1517'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV1517'MARK IS LOCATED 0.72 KM (0.45 MI) NORTH OF THE CENTER OF DOWNTOWN
 BV1517'RICHTON ON THE EAST R.O.W. OF AN ABANDONED RAILROAD BED IN SECTION 31,
 BV1517'T5N, R9W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE
 BV1517'HIGWHAY 15 FOR 0.56 KM (0.35 MI) TO JUNCTION STATE HIGHWAY 42,
 BV1517'CONTINUE AHEAD ON STATE HIGHWAY 15 FOR 0.16 KM (0.10 MI) TO A SIDE
 BV1517'ROAD LEFT, TURN LEFT AND GO WEST FOR 91.40 M (56.80 MI) TO OLD
 BV1517'RAILROAD BED, TURN RIGHT AND GO NORTH ON OLD RAILROAD BED FOR 91.40 M
 BV1517'(299.9 FT) TO THE MARK.  MARK IS A STANDARD DISK SET IN THE TOP OF A
 BV1517'SQUARE CONCRETE POST.  IT IS 9.75 M (32.0 FT) NORTHWEST OF A 12 INCH
 BV1517'OAK TREE, 8.53 M (28.0 FT) EAST OF CENTER OLD RAILROAD BED, 3.66 M
 BV1517'(12.0 FT) NORTH NORTHWEST OF A 7 INCH CHERRY TREE, 0.30 M (1.0 FT)
 BV1517'EAST OF A WITNESS POST AND PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2744 ***********************************************************************
 EH2744  DESIGNATION -  CASSIDY
 EH2744  PID         -  EH2744
 EH2744  STATE/COUNTY-  MS/COAHOMA
 EH2744  USGS QUAD   -  SABINO (1967)
 EH2744
 EH2744                         *CURRENT SURVEY CONTROL
 EH2744  ___________________________________________________________________
 EH2744* NAD 83(1993)-  34 13 06.75710(N)    090 27 57.86515(W)     ADJUSTED  
 EH2744* NAVD 88     -        50.64   (+/-2cm)     166.1    (feet)  VERTCON   
 EH2744  ___________________________________________________________________
 EH2744  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EH2744  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2744  HORZ ORDER  -  FIRST
 EH2744  VERT ORDER  -  THIRD ? (See Below)
 EH2744
 EH2744.The horizontal coordinates were established by classical geodetic methods
 EH2744.and adjusted by the National Geodetic Survey in May 1994.
 EH2744
 EH2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2744.The vertical order pertains to the NGVD 29 superseded value.
 EH2744
 EH2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2744
 EH2744.The geoid height was determined by GEOID03.
 EH2744
 EH2744;                    North         East     Units Scale Factor Converg.
 EH2744;SPC MS W     -   523,195.787   687,768.916   MT  0.99995184   -0 04 28.7
 EH2744;SPC MS W     - 1,716,518.18  2,256,455.19   sFT  0.99995184   -0 04 28.7
 EH2744;UTM  15      - 3,789,291.946   733,429.831   MT  1.00027173   +1 25 32.2
 EH2744
 EH2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2744!SPC MS W     -   0.99999621  x   0.99995184  =   0.99994805
 EH2744!UTM  15      -   0.99999621  x   1.00027173  =   1.00026794
 EH2744
 EH2744|---------------------------------------------------------------------|
 EH2744| PID    Reference Object                     Distance      Geod. Az  |
 EH2744|                                                           dddmmss.s |
 EH2744| CY5391 CASSIDY RM 1                         64.961 METERS 06500     |
 EH2744| CY5390 CASSIDY AZ MK RESET                                0700834.0 |
 EH2744| CY5393 CASSIDY RM 3                         38.223 METERS 14514     |
 EH2744| CY5392 CASSIDY RM 2                         37.545 METERS 15025     |
 EH2744|---------------------------------------------------------------------|
 EH2744
 EH2744                          SUPERSEDED SURVEY CONTROL
 EH2744
 EH2744  NAD 83(1986)-  34 13 06.76789(N)    090 27 57.86486(W) AD(       ) 1
 EH2744  NAD 27      -  34 13 06.37100(N)    090 27 57.51800(W) AD(       ) 1
 EH2744  NGVD 29 (07/19/86)   50.68   (m)          166.3    (f) LEVELING    3  
 EH2744
 EH2744.Superseded values are not recommended for survey control.
 EH2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2744.See file dsdata.txt to determine how the superseded data were derived.
 EH2744
 EH2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3343089292(NAD 83)
 EH2744_MARKER: DS = TRIANGULATION STATION DISK
 EH2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2744
 EH2744  HISTORY     - Date     Condition        Report By
 EH2744  HISTORY     - 1956     MONUMENTED       CGS
 EH2744  HISTORY     - 1957     GOOD             CGS
 EH2744  HISTORY     - 1974     GOOD             NGS
 EH2744  HISTORY     - 1981     GOOD             LOCSUR
 EH2744
 EH2744                          STATION DESCRIPTION
 EH2744
 EH2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2744'STATION IS ABOUT 11.5 MILES WEST-SOUTHWEST OF MARKS, ABOUT
 EH2744'4.5 MILES EAST OF LYON, ABOUT 4.3 MILES EAST OF THE JUNCTION OF
 EH2744'U.S. HIGHWAY 61 AND STATE HIGHWAY 6, ON THE NORTH RIGHT-OF-WAY
 EH2744'OF STATE HIGHWAY 6, ABOUT 0.15 MILE EAST OF A CROSSROAD AND A
 EH2744'COMMUNITY STORE WHICH IS ON THE SOUTH SIDE OF HIGHWAY AND NEAR
 EH2744'THE NORTHWEST CORNER OF SECTION 13, T. 27 N., R. 3 W.
 EH2744'
 EH2744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 3
 EH2744'AT THE NORTH SIDE OF MARKS, GO WEST ON STATE HIGHWAY 6 FOR 10.7
 EH2744'MILES TO THE COAHOMA-QUITMAN COUNTY LINE AND THE AZIMUTH MARK
 EH2744'ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON STATE HIGHWAY 6
 EH2744'FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 EH2744'
 EH2744'STATION MARKS, ARE STANDARD DISKS, STAMPED CASSIDY 1956.  THE
 EH2744'SURFACE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 EH2744'IS LEVEL WITH THE GROUND.  IT IS 140.5 FEET EAST OF A TELEPHONE
 EH2744'POLE, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 EH2744'51.5 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 6 AND 22.5
 EH2744'FEET SOUTH OF A BOARD FENCE.  A STANDARD WITNESS POST WAS SET
 EH2744'22.5 FEET NORTH OF THE STATION.  THE UNDERGROUND STATION MARK
 EH2744'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 EH2744'THE GROUND.
 EH2744'
 EH2744'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CASSIDY NO 1 1956,
 EH2744'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2744'IT IS 70 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 6, 50.5
 EH2744'FEET WEST OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A FENCE LINE
 EH2744'AND 1.5 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 EH2744'
 EH2744'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CASSIDY NO 2 1956,
 EH2744'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2744'IT IS 79.5 FEET NORTHEAST OF A POWER LINE POLE, 69 FEET SOUTH
 EH2744'OF THE CENTER LINE OF STATE HIGHWAY 6, 52 FEET EAST OF THE CENTER
 EH2744'OF A DRIVEWAY, 30.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 EH2744'CONCRETE FOUNDATION FOR TWO GAS PUMPS AND 9 FEET WEST OF A
 EH2744'POWER LINE POLE.
 EH2744'
 EH2744'AZIMUTH MARK, A STANDARD DISK, STAMPED CASSIDY 1956, SET IN
 EH2744'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 EH2744'IS 63 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 6, 2 FEET
 EH2744'NORTH OF A POWER LINE POLE AND 15.5 FEET WEST OF THE CENTER
 EH2744'OF A TRACK ROAD.  A STANDARD WITNESS POST WAS SET 1 FOOT
 EH2744'NORTHEAST OF THE MARK.
 EH2744'
 EH2744'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 EH2744
 EH2744                          STATION RECOVERY (1957)
 EH2744
 EH2744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2744'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 EH2744'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EH2744'CONDITION.
 EH2744'
 EH2744'THE TO REACH IS ADEQUATE.
 EH2744
 EH2744                          STATION RECOVERY (1974)
 EH2744
 EH2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 EH2744'THE STATION WAS VISITED 3-7-74 AND THE STATION AND REFERENCE MARK
 EH2744'NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 EH2744'DESTROYED AND REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 EH2744'THE AZIMUTH MARK WAS FOUND WITH THE DISK MISSING, THE DISK WAS
 EH2744'REPLACE AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 EH2744'
 EH2744'THE STATION IS LOCATED 6.2 MILES EAST OF CLARKSDALE ON THE NORTH
 EH2744'RIGHT-OF-WAY OF STATE HIGHWAY 6, 4.4 MILES EAST OF LYON, 11.5 MILES
 EH2744'WSW OF MARKS, AND 0.95 MILE WEST OF THE COAHOMA-QUITMAN COUNTY
 EH2744'LINE, IN THE NE 1/4 OF SECTION 13, T27N, R3W.  IT IS 52 FEET NORTH
 EH2744'OF THE CENTER OF ST. HY. 6, 82 FEET SE OF THE SE CORNER OF A BARN,
 EH2744'89 FEET E. OF THE CENTER OF THE DRIVEWAY TO THE BARN, 124 FEET N.
 EH2744'AND ACROSS THE ROAD FROM A POWER POLE WITH A GUY WIRE, 42 FEET EAST
 EH2744'OF THE PROJECTED PLANE OF THE EAST WALL OF THE BARN, 22 FEET
 EH2744'SOUTH OF A RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF A METAL
 EH2744'WITNESS POST.  IT IS A TRIANGULATION STATION DISK, STAMPED CASSIDY
 EH2744'1956, FLUSH WITH THE GROUND.
 EH2744'
 EH2744'REFERENCE MARK NO. 1 IS 213.13 FEET ENE OF THE STATION.  IT IS 70
 EH2744'FEET N. OF THE CENTER OF STATE HIGHWAY 6, 153 FEET WEST OF THE
 EH2744'CENTER OF THE DRIVEWAY, 160 FEET NORTH AND ACROSS THE ROAD FROM THE
 EH2744'POWER POLE WITH A TRANSFORMER, 40 FEET WEST OF A FENCE CORNER, 44
 EH2744'FEET EAST OF ANOTHER FENCE CORNER, 9 FEET WEST OF THE PROJECTED PLANE
 EH2744'OF THE EAST WALL OF AND ABANDONED HOUSE AND 1 FOOT WEST OF A
 EH2744'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED CASSIDY
 EH2744'NO 1 1956, PROJECTING 8 INCHES.
 EH2744'
 EH2744'REFERENCE MARK NO. 3 IS 125.40 FEET SOUTHEAST OF THE STATION.  IT IS
 EH2744'69 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 6, 64 FEET WEST OF THE
 EH2744'CENTER OF THE DRIVEWAY TO THE FARMYARD, 2 FEET EAST OF POWER POLE
 EH2744'NO. 3, 53 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE WOODEN
 EH2744'SHED, 23 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 EH2744'SHED AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE
 EH2744'MARK DISK STAMPED CASSIDY 1956 NO. 3 1974, FLUSH.
 EH2744'
 EH2744'THE AZIMUTH MARK IS 0.9 MILE EAST OF THE STATION, AT THE
 EH2744'COAHOMA - QUITMAN COUNTY LINE, 64 FEET SOUTH OF THE CENTER OF THE
 EH2744'STATE HIGHWAY NO 6, 21 FEET WEST OF THE CENTER OF A FIELD ROAD, 2
 EH2744'FEET NORTH OF POWER POLE NO. .6 AND 1 FOOT SOUTH OF A METAL
 EH2744'WITNESS POST.  IT IS A AN AZIMUTH MARK DISKSTAMPED CASSIDY 1956
 EH2744'1970, PROJECTING 8 INCHES.
 EH2744'
 EH2744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S.
 EH2744'HIGHWAY 49 AT THE NORTHEAST EDGE OF CLARKSDALE GO EAST ON STATE
 EH2744'HIGHWAY 6 FOR 4.15 MILES TO A CROSSROAD, CONTINUE EAST FOR 0.1 MILE
 EH2744'TO THE STATION ON THE LEFT.  CONTINUE EAST FOR 0.9 MILE TO THE
 EH2744'AZIMUTH MARK ON THE RIGHT.
 EH2744'
 EH2744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST OF
 EH2744'LYON.
 EH2744
 EH2744                          STATION RECOVERY (1981)
 EH2744
 EH2744'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EH2744'CASSIDY - 1956 ALL RMS AZ MARKS AND STATION IN GOOD CONDITION AND ARE
 EH2744'DESCRIBED CORRECTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2010 ***********************************************************************
 DJ2010  DESIGNATION -  CASTALIAN
 DJ2010  PID         -  DJ2010
 DJ2010  STATE/COUNTY-  MS/HOLMES
 DJ2010  USGS QUAD   -  OWENS WELLS (1982)
 DJ2010
 DJ2010                         *CURRENT SURVEY CONTROL
 DJ2010  ___________________________________________________________________
 DJ2010* NAD 83(1993)-  33 04 51.19713(N)    089 55 22.47524(W)     ADJUSTED  
 DJ2010* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DJ2010  ___________________________________________________________________
 DJ2010  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DJ2010  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DJ2010  HORZ ORDER  -  FIRST
 DJ2010
 DJ2010.The horizontal coordinates were established by classical geodetic methods
 DJ2010.and adjusted by the National Geodetic Survey in May 1994.
 DJ2010
 DJ2010.The orthometric height was scaled from a topographic map.
 DJ2010
 DJ2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2010
 DJ2010.The geoid height was determined by GEOID03.
 DJ2010
 DJ2010;                    North         East     Units Scale Factor Converg.
 DJ2010;SPC MS W     -   397,084.735   738,318.580   MT  0.99996810   +0 13 26.5
 DJ2010;SPC MS W     - 1,302,768.83  2,422,300.21   sFT  0.99996810   +0 13 26.5
 DJ2010;SPC MS E     -   397,537.822   198,271.181   MT  1.00007755   -0 35 41.2
 DJ2010;SPC MS E     - 1,304,255.34    650,494.70   sFT  1.00007755   -0 35 41.2
 DJ2010;UTM  16      - 3,664,054.920   227,155.173   MT  1.00051798   -1 35 47.0
 DJ2010;UTM  15      - 3,664,466.778   787,242.596   MT  1.00061744   +1 40 50.5
 DJ2010
 DJ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2010!SPC MS W     -   0.99998149  x   0.99996810  =   0.99994959
 DJ2010!SPC MS E     -   0.99998149  x   1.00007755  =   1.00005904
 DJ2010!UTM  16      -   0.99998149  x   1.00051798  =   1.00049946
 DJ2010!UTM  15      -   0.99998149  x   1.00061744  =   1.00059892
 DJ2010
 DJ2010:                Primary Azimuth Mark                     Grid Az
 DJ2010:SPC MS W     -  CASTALIAN AZ MK                          094 27 05.9
 DJ2010:SPC MS E     -  CASTALIAN AZ MK                          095 16 13.6
 DJ2010:UTM  16      -  CASTALIAN AZ MK                          096 16 19.4
 DJ2010:UTM  15      -  CASTALIAN AZ MK                          092 59 41.9
 DJ2010
 DJ2010|---------------------------------------------------------------------|
 DJ2010| PID    Reference Object                     Distance      Geod. Az  |
 DJ2010|                                                           dddmmss.s |
 DJ2010| CG1308 CASTALIAN AZ MK                                    0944032.4 |
 DJ2010| CO1443 SALLIS LOOKOUT TOWER                APPROX.15.0 KM 1434700.3 |
 DJ2010| CO1453 GOODMAN MUNICIPAL TANK              APPROX.12.4 KM 1750514.1 |
 DJ2010| CO1450 PICKENS NE MUNICIPAL TANK           APPROX.21.6 KM 1913811.1 |
 DJ2010| CO1455 PICKENS SW MUNICIPAL TANK           APPROX.22.4 KM 1920803.0 |
 DJ2010| CG1309 CASTALIAN RM 1                       19.525 METERS 19421     |
 DJ2010| CP2513 SOUTHERN NATL GAS CO RAD MAST       APPROX.24.9 KM 2021031.9 |
 DJ2010| CP2507 TEXAS E TRANSM CORP MICROWAVE       APPROX.20.7 KM 2061518.4 |
 DJ2010| CP2508 RICHLAND                            APPROX.15.1 KM 2153349.4 |
 DJ2010| DK1804 LEXINGTON CO CTHSE CLOCKTOWER       APPROX.12.6 KM 2861802.5 |
 DJ2010| DK1801 LEXINGTON MUNICIPAL TANK            APPROX.12.9 KM 2872634.7 |
 DJ2010| CG1310 CASTALIAN RM 2                       19.839 METERS 29747     |
 DJ2010|---------------------------------------------------------------------|
 DJ2010
 DJ2010                          SUPERSEDED SURVEY CONTROL
 DJ2010
 DJ2010  NAD 83(1986)-  33 04 51.20894(N)    089 55 22.47196(W) AD(       ) 1
 DJ2010  NAD 27      -  33 04 50.74940(N)    089 55 22.16680(W) AD(       ) 1
 DJ2010
 DJ2010.Superseded values are not recommended for survey control.
 DJ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2010.See file dsdata.txt to determine how the superseded data were derived.
 DJ2010
 DJ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2715564055(NAD 83)
 DJ2010_MARKER: DS = TRIANGULATION STATION DISK
 DJ2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2010+STABILITY: SURFACE MOTION
 DJ2010
 DJ2010  HISTORY     - Date     Condition        Report By
 DJ2010  HISTORY     - 1958     MONUMENTED       CGS
 DJ2010  HISTORY     - 1959     GOOD             CGS
 DJ2010  HISTORY     - 1973     GOOD             MSHD
 DJ2010
 DJ2010                          STATION DESCRIPTION
 DJ2010
 DJ2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ2010'THE STATION IS ABOUT 7-3/4 MILES EAST AND 1-3/4 MILES SOUTH OF
 DJ2010'LEXINGTON, ABOUT 4-1/4 MILES WEST OF DURANT, ABOUT 1-1/4 MILES
 DJ2010'NORTHWEST OF CAMP CASTALIAN, NEAR THE WEST CENTRAL SIDE OF THE
 DJ2010'NORTHEAST 1/4 OF SECTION 7, T 14 N, R 4 E AND ON THE HIGHEST POINT
 DJ2010'OF THE MOST PROMINENT RIDGE IN THE IMMEDIATE VICINITY.
 DJ2010'
 DJ2010'TO REACH FROM THE DEPOT IN DURANT, GO WEST ON WEST MULBERRY
 DJ2010'STREET, CROSSING U.S. HIGHWAY 51, FOR 0.4 MILE TO AN ANGLING CROSS
 DJ2010'STREET.  (LEXINGTON STREET) CONTINUE STRAIGHT AHEAD AND WESTERLY
 DJ2010'ON SURFACED ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT AT CAMP
 DJ2010'CASTALIAN JUST AHEAD ON LEFT.  TURN RIGHT AND FOLLOW DIRT ROAD
 DJ2010'NORTHWEST AND WESTERLY FOR 0.9 MILE TO A CROSSROAD.  (TURN LEFT
 DJ2010'AT THIS POINT AND FOLLOW DIRT ROAD SOUTH FOR 0.2 MILE TO CHURCH
 DJ2010'AND AZIMUTH MARK ON RIGHT IN THE NORTHEAST CORNER OF CHURCH
 DJ2010'YARD) CONTINUE STRAIGHT AHEAD AND WESTERLY ON DIRT ROAD FOR 0.65
 DJ2010'MILE TO THE TOP OF A GRADE AND BOARD GATE ON LEFT.  TURN LEFT,
 DJ2010'THROUGH GATE, AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.4 MILE TO
 DJ2010'THE HIGHEST POINT OF THE RIDGE AND STATION AT TRIANGLE BLAZED
 DJ2010'LONE PINE TREE.
 DJ2010'
 DJ2010'STATION MARKS ARE STANDARD DISKS, STAMPED CASTALIAN 1958.
 DJ2010'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 DJ2010'INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP
 DJ2010'OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 DJ2010'IS 94 FEET SOUTH-SOUTHWEST OF A FORKED 12 INCH GUM TREE AND 45
 DJ2010'FEET NORTHEAST OF A LONE 12 INCH PINE TREE WITH A TRIANGLE BLAZE
 DJ2010'ON THE EAST SIDE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2
 DJ2010'FEET EAST OF THE MARK.
 DJ2010'
 DJ2010'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASTALIAN NO 1 1958.
 DJ2010'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 DJ2010'PROJECTS 6 INCHES.  IT IS 153 FEET SOUTH OF THE FORKED GUM TREE
 DJ2010'AND 41 FEET SOUTHEAST OF THE BLAZED PINE TREE.
 DJ2010'
 DJ2010'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CASTALIAN NO 2 1958.
 DJ2010'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 DJ2010'PROJECTS 6 INCHES.  IT IS 127 FEET SOUTHWEST OF THE FORKED GUM
 DJ2010'TREE AND 60 FEET NORTHWEST OF THE BLAZED PINE TREE.
 DJ2010'
 DJ2010'AZIMUTH MARK IS A STANDARD DISK, STAMPED CASTALIAN 1958.  IT
 DJ2010'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 DJ2010'PROJECTS 6 INCHES.  IT IS 78.5 FEET NORTH OF THE NORTHEAST CORNER
 DJ2010'OF THE CHURCH, 17 FEET WEST OF THE DIRT ROAD CENTER AND 15 FEET
 DJ2010'NORTH-NORTHEAST OF A POWERLINE TRANSFORMER POLE.  A 4 IN X 4 IN
 DJ2010'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 DJ2010'
 DJ2010'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DJ2010
 DJ2010                          STATION RECOVERY (1959)
 DJ2010
 DJ2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2010'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 DJ2010'DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
 DJ2010
 DJ2010                          STATION RECOVERY (1973)
 DJ2010
 DJ2010'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2010'THE STATION WAS VISITED 3-7-73 AND THE STATION MARK, RM NO 1, RM NO
 DJ2010'2, AND THE AZIMUTH WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 DJ2010'NOT VISIBLE FROM THE STATION.
 DJ2010'
 DJ2010'THE STATION IS LOCATED 3.8 MILES WEST OF DURANT, 8 MILES ESE OF
 DJ2010'LEXINGTON, 1 MILE NW OF CAMP CASTILIAN IN THE SW 1/4 OF THE NE 1/4
 DJ2010'OF SECTION 7, T 14N, R 4E AND ON THE HIGHEST POINT OF THE MOST
 DJ2010'PROMINENT RIDGE IN THE IMMEDIATE VICINITY.  IT IS 26 FEET NW OF
 DJ2010'THE CENTER OF A DIM TRACK ROAD, 91 FEET NW OF A 6 INCH CEDAR, 94
 DJ2010'FEET SSW OF A LONE 15 INCH TWIN OAK AND 1 FOOT NORTH OF A METAL
 DJ2010'WITNESS POST.
 DJ2010'
 DJ2010'IT IS A TRIANGULATION DISK, STAMPED CASTALIAN 1958 PROJECTING 6
 DJ2010'INCHES.
 DJ2010'
 DJ2010'REFERENCE MARK NO 1 IS 64.06 FEET SSW OF THE STATION.  IT IS 26 FEET
 DJ2010'SE OF THE CENTER OF A DIM TRACK ROAD, 80 FEET WEST OF A 6 INCH CEDAR
 DJ2010'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DJ2010'
 DJ2010'IT IS A REFERENCE MARK DISK, STAMPED CASTALIAN NO 1 1958 PROJECTING
 DJ2010'5 INCHES.
 DJ2010'
 DJ2010'REFERENCE MARK NO 2 IS 65.09 FEET WNW OF THE STATION.  IT IS 78 FEET
 DJ2010'WNW OF THE CENTER OF A DIM TRACK ROAD, 126 FEET SW OF A LONE 15 INCH
 DJ2010'TWIN OAK, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DJ2010'REFERENCE MARK DISK, STAMPED CASTALIAN NO 2 1958 PROJECTING 6 INCHES.
 DJ2010'
 DJ2010'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 101.40 FEET.
 DJ2010'
 DJ2010'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 DJ2010'78.5 FEET NORTH OF THE NE CORNER OF A FRAME CHURCH, 9 FEET EAST OF
 DJ2010'THE PROJECTED PLANE OF THE EAST WALL OF THE CHURCH, 97.5 FEET NE OF
 DJ2010'A 20 INCH CEDAR, 105.5 FEET ENE OF THE NE CORNER OF THE HEAD STONE
 DJ2010'OF ELIZABETH H. GILMORE, 14.5 FEET NNE OF A POWER POLE WITH A
 DJ2010'TRANSFORMER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS AN
 DJ2010'AZIMUTH MARK DISK, STAMPED CASTALIAN 1958 PROJECTING 6 INCHES.
 DJ2010'
 DJ2010'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DURANT GO NORTH
 DJ2010'ON U.S. HIGHWAY 51 FOR ABOUT 100 YARDS TO THE JUNCTION OF HIGHWAY 12
 DJ2010'ON THE RIGHT AND MULBERRY STREET ON THE LEFT.  TURN LEFT AND GO
 DJ2010'WEST ON MULBERRY STREET FOR 0.3 MILE TO AN ANGLING CROSS STREET.
 DJ2010'CONTINUE WEST ON CASTALIAN SPRINGS ROAD FOR 2.5 MILES TO THE BRIDGE
 DJ2010'OVER I-55.  CONTINUE WEST ON A BLACK TOP ROAD FOR 0.2 MILE TO
 DJ2010'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NW ON A GRAVELED ROAD FOR 1.1
 DJ2010'MILES TO A CROSSROAD.  CONTINUE WEST ON A GRAVELED ROAD FOR 0.7
 DJ2010'MILE TO THE TOP OF A HILL AND A WOODEN GATE ON THE LEFT.  TURN
 DJ2010'LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.4 MILE TO THE STATION ON
 DJ2010'THE RIGHT ABOUT 200 YARDS BEYOND A BARN.  TO REACH THE AZIMUTH
 DJ2010'FROM THE CROSSROAD TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 DJ2010'0.2 MILE TO THE MARK ON THE RIGHT JUST BEFORE REACHING
 DJ2010'A CHURCH.
 DJ2010'
 DJ2010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES WEST
 DJ2010'OF DURANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2328 ***********************************************************************
 BW2328  DESIGNATION -  CASTON
 BW2328  PID         -  BW2328
 BW2328  STATE/COUNTY-  MS/AMITE
 BW2328  USGS QUAD   -  HOMOCHITTO (1988)
 BW2328
 BW2328                         *CURRENT SURVEY CONTROL
 BW2328  ___________________________________________________________________
 BW2328* NAD 83(1993)-  31 20 51.88531(N)    090 53 25.83126(W)     ADJUSTED  
 BW2328* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 BW2328  ___________________________________________________________________
 BW2328  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BW2328  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BW2328  HORZ ORDER  -  SECOND
 BW2328
 BW2328.The horizontal coordinates were established by classical geodetic methods
 BW2328.and adjusted by the National Geodetic Survey in May 1994.
 BW2328
 BW2328.The orthometric height was scaled from a topographic map.
 BW2328
 BW2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2328
 BW2328.The geoid height was determined by GEOID03.
 BW2328
 BW2328;                    North         East     Units Scale Factor Converg.
 BW2328;SPC MS W     -   204,964.358   646,983.723   MT  0.99998466   -0 17 23.5
 BW2328;SPC MS W     -   672,453.90  2,122,645.76   sFT  0.99998466   -0 17 23.5
 BW2328;UTM  15      - 3,470,064.289   700,671.281   MT  1.00009671   +1 05 52.0
 BW2328
 BW2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2328!SPC MS W     -   0.99998829  x   0.99998466  =   0.99997295
 BW2328!UTM  15      -   0.99998829  x   1.00009671  =   1.00008500
 BW2328
 BW2328:                Primary Azimuth Mark                     Grid Az
 BW2328:SPC MS W     -  BUDE LOOKOUT TOWER                       031 27 10.7
 BW2328:UTM  15      -  BUDE LOOKOUT TOWER                       030 03 55.2
 BW2328
 BW2328|---------------------------------------------------------------------|
 BW2328| PID    Reference Object                     Distance      Geod. Az  |
 BW2328|                                                           dddmmss.s |
 BW2328| BW2323 BUDE LOOKOUT TOWER                  APPROX. 8.0 KM 0310947.2 |
 BW2328| CY3997 CASTON AZ MK                        129.652 METERS 04347     |
 BW2328| CY3998 CASTON RM 1                          20.214 METERS 07919     |
 BW2328| CY4000 CASTON RM 3                          21.918 METERS 12132     |
 BW2328| BW2333 RANDALL                             APPROX. 7.6 KM 1870653.1 |
 BW2328| CY3999 CASTON RM 2                          29.960 METERS 19826     |
 BW2328| BW2336 MEADVILLE MUNICIPAL TANK            APPROX.13.9 KM 3592043.0 |
 BW2328|---------------------------------------------------------------------|
 BW2328
 BW2328                          SUPERSEDED SURVEY CONTROL
 BW2328
 BW2328  NAD 83(1986)-  31 20 51.90118(N)    090 53 25.82683(W) AD(       ) 2
 BW2328  NAD 27      -  31 20 51.27700(N)    090 53 25.46200(W) AD(       ) 2
 BW2328
 BW2328.Superseded values are not recommended for survey control.
 BW2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2328.See file dsdata.txt to determine how the superseded data were derived.
 BW2328
 BW2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0067170064(NAD 83)
 BW2328_MARKER: DS = TRIANGULATION STATION DISK
 BW2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2328_STAMPING: CASTON 1949
 BW2328_MARK LOGO: CGS   
 BW2328
 BW2328  HISTORY     - Date     Condition        Report By
 BW2328  HISTORY     - 1949     MONUMENTED       CGS
 BW2328  HISTORY     - 1955     GOOD             CGS
 BW2328  HISTORY     - 1959     GOOD             USGS
 BW2328  HISTORY     - 1970     GOOD             CGS
 BW2328  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BW2328
 BW2328                          STATION DESCRIPTION
 BW2328
 BW2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2328'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHWEST
 BW2328'OF BUDE AND IN THE HOMOCHITTO NATIONAL FOREST.  THE MARK IS
 BW2328'36 FEET WEST OF A TELEPHONE POLE, 24 FEET SOUTH OF THE APPROXIMATE
 BW2328'CENTER OF A GRAVEL ROAD, AND 6 FEET SOUTHEAST OF A WITNESS
 BW2328'POST.
 BW2328'
 BW2328'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BW2328'NO. 84 AND MAIN STREET IN BUDE, GO WESTERLY ON HIGHWAY NO. 84
 BW2328'FOR 0.75 MILE TO A ROAD LEFT, TURN LEFT ON PAVED ROAD AND
 BW2328'GO SOUTHERLY FOR 5.85 MILES TO A GRAVEL ROAD RIGHT, TURN
 BW2328'RIGHT AND GO WESTERLY FOR 5.0 MILES TO A FORK, AND THE AZIMUTH
 BW2328'MARK ON THE LEFT AS DESCRIBED, TAKE RIGHT FORK FOR ABOUT
 BW2328'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BW2328'
 BW2328'THE STATION MARK PROJECTS ABOUT 10 INCHES, AND THE DISK IS
 BW2328'STAMPED CASTON 1949.
 BW2328'
 BW2328'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF THE APPROXIMATE
 BW2328'CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT 10 INCHES,
 BW2328'AND THE DISK IS STAMPED CASTON NO 1 1949.
 BW2328'
 BW2328'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE APPROXIMATE
 BW2328'CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT 10 INCHES,
 BW2328'AND THE DISK IS STAMPED CASTON NO 2 1949.
 BW2328'
 BW2328'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE FROM THE STATION,
 BW2328'42 FEET SOUTHEAST OF THE INTERSECTION OF THE APPROXIMATE
 BW2328'CENTERLINES OF TWO GRAVEL ROADS, AND 3 FEET SOUTH OF A WITNESS
 BW2328'POST.  THE MARK PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED
 BW2328'CASTON 1949.
 BW2328'
 BW2328'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2328'SQUARE CONCRETE POSTS.
 BW2328'
 BW2328'A 90 FOOT TOWER AT CASTON WILL SEE A 90-FOOT TOWER AT RANDALL,
 BW2328'A 37-FOOT TOWER AT BUDE, AND A 103-FOOT TOWER AT BUNKLEY.
 BW2328'
 BW2328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2328
 BW2328                          STATION RECOVERY (1955)
 BW2328
 BW2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2328'THE STATION WAS VISITED 6-10-55 AND ALL MARKS WERE FOUND
 BW2328'IN GOOD CONDITION.  THE STATION MARK WAS FOUND TO BE NORTHWEST
 BW2328'OF THE GRAVELED ROAD NOT SOUTH AS STATED.
 BW2328'
 BW2328'A NEW DESCRIPTION FOLLOWS--
 BW2328'
 BW2328'THE STATION IS LOCATED 8.5 MILES SOUTH-SOUTHWEST OF BUDE
 BW2328'IN THE HOMOCHITTO NATIONAL FOREST, ON THE HIGHEST POINT OF
 BW2328'A SMALL KNOLL, 0.05 MILE SOUTHWEST OF A Y-INTERSECTION OF
 BW2328'THE GRAVELED ROADS, 0.05 MILE NORTH OF A Y-INTERSECTION
 BW2328'OF THE GRAVELED ROADS, 36 FEET NORTHWEST OF THE GRAVELED
 BW2328'ROAD CONNECTING THE TWO INTERSECTIONS AND 25 FEET
 BW2328'SOUTH-SOUTHEAST OF AN 8-INCH PINE TREE.  IT IS A STANDARD DISK,
 BW2328'STAMPED CASTON 1949, PROJECTING 10 INCHES.
 BW2328'
 BW2328'REFERENCE MARK NO. 1 IS 66.32 FEET EAST OF THE STATION, ON
 BW2328'THE NORTHEAST SLOPE OF THE HILL AND 17 FEET SOUTHEAST OF THE
 BW2328'CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED
 BW2328'CASTON NO 1 1949, PROJECTING 6 INCHES.
 BW2328'
 BW2328'REFERENCE MARK NO. 2 IS 99.40 FEET SOUTHWEST OF THE STATION,
 BW2328'ON THE SOUTHWEST SLOPE OF THE HILL AND 18 FEET SOUTHEAST OF THE
 BW2328'GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED CASTON NO 2
 BW2328'1949, PROJECTING 6 INCHES.
 BW2328'
 BW2328'THE AZIMUTH MARK IS 0.05 MILE NORTHEAST OF THE STATION 42
 BW2328'FEET EAST OF THE CENTER OF THE Y INTERSECTION OF THE TWO
 BW2328'GRAVELED ROADS.  IT IS A STANDARD DISK, STAMPED CASTON 1949,
 BW2328'PROJECTING 10 INCHES.
 BW2328'
 BW2328'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 84
 BW2328'AND MAIN STREET IN BUDE, GO WESTERLY ON U.S. HIGHWAY 84 FOR
 BW2328'0.75 MILE TO A SIDE ROAD LEFT, TURN LEFT ON PAVED ROAD AND SOUTH
 BW2328'FOR 5.85 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO WEST
 BW2328'FOR 5.0 MILES TO A FORK, AND THE AZIMUTH MARK ON THE LEFT,
 BW2328'TAKE RIGHT FORK FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BW2328
 BW2328                          STATION RECOVERY (1959)
 BW2328
 BW2328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2328'STATION RECOVERED IN GOOD CONDITION.
 BW2328'
 BW2328'TO REACH GO ABOUT 9.0 MILES S OF MEADVILLE, T4N, R3E, NEAR
 BW2328'NE CORNER, SECTION 3.  365 FEET SW OF ROAD FORK, ABOUT 450 FEET
 BW2328'NE OF ANOTHER ROAD FORK, 24 FEET NW AND NORMAL TO CENTER LINE
 BW2328'ROAD 3 FEET S AND 7 FEET E OF A WITNESS POST ON TOP OF A KNOLL
 BW2328'IN A CONCRETE POST A STANDARD TRIANGLE DISK STAMPED CASTON
 BW2328'1949.
 BW2328
 BW2328                          STATION RECOVERY (1970)
 BW2328
 BW2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 BW2328'THE STATION WAS VISITED ON 3/4/70 AND THE STATION MARK, REFERENCE
 BW2328'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2328'REFERENCE MARK NO. 1 WAS FOUND LOOSE IN THE GROUND AND WAS
 BW2328'RESET IN A NEW LOCATION AND STAMPED NO 3.  A DIFFERENCE OF
 BW2328'0.05 FEET LESS WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2.
 BW2328'A DISTANCE WAS MEASURED TO THE AZIMUTH MARK WITH AN ELECTRONIC
 BW2328'MEASUREING INSTRUMENT AND CHECKED WITH A TRIANGLE COMPUTATION.
 BW2328'A NEW DESCRIPTION FOLLOWS--
 BW2328'
 BW2328'THE STATION IS LOCATED ABOUT 9.2 MILES SOUTH OF MEADVILLE,
 BW2328'11 MILES NORTHEAST OF CROSBY IN THE NORTHEAST QUARTER OF SECTION
 BW2328'3, T4N, R3E, ON THE PROPERTY OF THE HOMOCHITTO NATIONAL
 BW2328'FOREST.  IT IS 25 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 BW2328'ROAD, 1.5 FEET NORTHWEST OF THE EDGE OF 6 FOOT HIGH CUTBANK,
 BW2328'61 FEET EAST-NORTHEAST OF A 10 INCH GUM TREE AND 1 FOOT
 BW2328'NORTHWEST OF A WITNESS POST.  IT IS A C AND GS TRIANGULATION
 BW2328'STATION DISK, STAMPED CASTON 1949, PROJECTING 7 INCHES.
 BW2328'
 BW2328'REFERENCE MARK NO. 2 IS 98.35 FEET SOUTH-SOUTHEAST OF THE STATION.
 BW2328'IT IS 23 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 61 FEET
 BW2328'NORTHWEST OF THE CENTER OF A NARROW ROAD IN THE WOODS, 3 FEET
 BW2328'SOUTHEAST OF A SLIGHT CUTBANK, 52.5 FEET SOUTH-SOUTHEAST
 BW2328'OF THE 10 INCH GUM TREE, 1 FOOT SOUTHEAST OF A WITNESS POST
 BW2328'AND ON THE NORTHWEST SIDE OF A TRIANGLE FORMED BY ROADS.  IT
 BW2328'IS A C AND GS REFERENCE MARK DISK, STAMPED CASTON NO 2 1949,
 BW2328'PROJECTING 6 INCHES.
 BW2328'
 BW2328'REFERENCE MARK NO. 3 IS 71.92 FEET EAST-SOUTHEAST OF THE
 BW2328'STATION.  IT IS 22 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL
 BW2328'ROAD, 81 FEET WEST-NORTHWEST OF THE CENTER OF THE NARROW ROAD
 BW2328'IN THE WOODS, 1.5 FEET SOUTHWEST OF A 15 INCH PINE WITH A
 BW2328'FORK ABOUT 35 FEET ABOVE THE GROUND, 29 FEET SOUTHEAST OF
 BW2328'THE EDGE OF THE SLIGHT CUTBANK, 1 FOOT NORTHEAST OF A WITNESS
 BW2328'POST AND IN THE TRIANGLE FORMED BY THE ROADS.  IT IS A
 BW2328'C AND GS REFERENCE MARK DISK, STAMPED CASTON 1949 NO. 3
 BW2328'1970, PROJECTING 3 INCHES.
 BW2328'
 BW2328'THE AZIMUTH MARK IS 425.37 FEET NORTH-NORTHEAST OF THE STATION.
 BW2328'IT IS 32 FEET EAST OF THE CENTER OF A ROAD FORK AND 1 FOOT
 BW2328'EAST OF A WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK,
 BW2328'STAMPED CASTON 1949, PROJECTING 10 INCHES.
 BW2328'
 BW2328'TO REACH THE STATION FROM THE COURTHOUSE IN MEADVILLE, GO EAST
 BW2328'ON U.S. HIGHWAY 98 AND 84 FOR 2.3 MILES TO THE JUNCTION OF
 BW2328'U.S. HIGHWAY 98.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 98
 BW2328'FOR 4.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BW2328'SOUTHWEST ON A GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 BW2328'TURN RIGHT AND GO SOUTHWEST ON A GRAVEL ROAD FOR 4.45 MILE
 BW2328'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH ON A GRAVEL ROAD
 BW2328'FOR 0.25 MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT.
 BW2328'TAKE THE RIGHT FORK AND GO SOUTHWESTERLY FOR ABOUT 400 FEET
 BW2328'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 BW2328'
 BW2328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.2 MILES
 BW2328'SOUTH OF MEADVILLE
 BW2328
 BW2328                          STATION RECOVERY (1975)
 BW2328
 BW2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DDR)
 BW2328'THE STATION WAS VISITED 1-23-75 AND THE STATION SURFACE
 BW2328'MARK WAS FOUND OUT OF THE GROUND.  REFERENCE MARKS NO 2 AND NO 3
 BW2328'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A NEW
 BW2328'STATION SURFACE MARK WAS ESTABLISHED OVER THE UNDERGROUND
 BW2328'MARK AT THIS DATE.
 BW2328'
 BW2328'THERE APPEARS TO BE AN ERROR IN THE 1970 DESCRIPTION BOX
 BW2328'SCORE AS THE ANGLES OBSERVED DO NOT CHECK.  A NEW DESCRIPTION
 BW2328'FOLLOWS--
 BW2328'
 BW2328'THE STATION IS LOCATED ABOUT 9.2 MILES SOUTH OF MEADVILLE,
 BW2328'11 MILES NORTHEAST OF CROSBY IN THE NORTHEAST 1/4 OF SECTION 3,
 BW2328'T 4N, R 3E, ON PROPERTY OF THE HOMOCHITTO NATIONAL FOREST.
 BW2328'
 BW2328'TO REACH FROM THE COURTHOUSE IN MEADVILLE GO EAST ON U.S. HIGHWAYS
 BW2328'98 AND 84 FOR 2.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 98,
 BW2328'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 98 FOR 4.35 MILES TO
 BW2328'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR
 BW2328'0.25 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 BW2328'SOUTHWEST FOR 4.45 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 BW2328'SOUTH FOR 0.25 MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT.
 BW2328'TAKE THE RIGHT FORK AND GO SOUTHWEST FOR ABOUT 425 FEET TO THE
 BW2328'STATION MARK ON THE RIGHT.
 BW2328'
 BW2328'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BW2328'CASTON 1949 1975 AND IS SET IN TOP OF A SQUARE CONCRETE POST
 BW2328'1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 400
 BW2328'FEET SOUTHWEST OF A ROAD FORK, 61 FEET EAST-NORTHEAST OF A
 BW2328'10 INCH GUM TREE, 25 FEET WEST-NORTHWEST OF THE CENTER OF
 BW2328'A GRAVEL ROAD, 6 FEET WEST-NORTHWEST OF THE EDGE OF A CUT
 BW2328'BANK, 1.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND
 BW2328'SIGN AND 1.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 BW2328'AND SIGN.
 BW2328'
 BW2328'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BW2328'CASTON NO 2 1949 AND SET IN TOP OF A SQUARE CONCRETE POST
 BW2328'PROJECTING 6 INCHES.  IT IS 52.5 FEET SOUTH-SOUTHEAST OF A 10
 BW2328'INCH GUM TREE, 61 FEET NORTHWEST OF THE CENTER OF A NARROW WOODS
 BW2328'ROAD, 23 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 BW2328'SOUTHEAST OF THE EDGE OF A CUT BANK AND 1 FOOT SOUTHEAST OF A
 BW2328'METAL WITNESS POST AND SIGN.
 BW2328'
 BW2328'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BW2328'CASTON 1949 NO 3 1970, SET IN TOP OF A SQUARE CONCRETE POST
 BW2328'PROJECTING 1 INCH.  IT IS 81 FEET WEST-NORTHWEST OF A GRAVEL
 BW2328'ROAD, 29 FEET SOUTHEAST OF THE EDGE OF A CUT BANK, 5.5 FEET
 BW2328'SOUTHWEST OF A 15 INCH PINE TREE WITH FORKED TRUNK AND 1 FOOT
 BW2328'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BW2328'
 BW2328'THE DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE MARK
 BW2328'NO 3 IS 107.84 FEET.
 BW2328'
 BW2328'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 BW2328'CASTON 1949 SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING
 BW2328'7 INCHES.  IT IS 425.37 FEET NORTH-NORTHEAST OF THE STATION
 BW2328'MARK, 35 FEET EAST OF THE CENTER OF A GRADED ROAD AND 1 FOOT
 BW2328'EAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0757 ***********************************************************************
 DK0757  DESIGNATION -  CAT BOLT
 DK0757  PID         -  DK0757
 DK0757  STATE/COUNTY-  MS/BOLIVAR
 DK0757  USGS QUAD   -  CATFISH POINT (1972)
 DK0757
 DK0757                         *CURRENT SURVEY CONTROL
 DK0757  ___________________________________________________________________
 DK0757* NAD 83(1986)-  33 39 08.     (N)    091 09 27.     (W)     SCALED    
 DK0757* NAVD 88     -        41.80   (+/-2cm)     137.1    (feet)  VERTCON   
 DK0757  ___________________________________________________________________
 DK0757  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0757  VERT ORDER  -  ? (See Below)
 DK0757
 DK0757.The horizontal coordinates were scaled from a topographic map and have
 DK0757.an estimated accuracy of +/- 6 seconds.
 DK0757
 DK0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0757.The vertical order pertains to the NGVD 29 superseded value.
 DK0757
 DK0757.The geoid height was determined by GEOID03.
 DK0757
 DK0757;                    North         East    Units  Estimated Accuracy
 DK0757;SPC MS W     -   460,680.      623,550.      MT  (+/- 180 meters Scaled)
 DK0757
 DK0757                          SUPERSEDED SURVEY CONTROL
 DK0757
 DK0757  NGVD 29 (??/??/??)   41.894  (m)          137.45   (f) ADJUSTED    ?  
 DK0757
 DK0757.Superseded values are not recommended for survey control.
 DK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0757.See file dsdata.txt to determine how the superseded data were derived.
 DK0757
 DK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT708251(NAD 83)
 DK0757_MARKER: B = BOLT
 DK0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0757_SP_SET: STONE
 DK0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0757+STABILITY: SURFACE MOTION
 DK0757
 DK0757  HISTORY     - Date     Condition        Report By
 DK0757  HISTORY     - UNK      MONUMENTED       DOD
 DK0757  HISTORY     - 1934     GOOD             CGS
 DK0757
 DK0757                          STATION DESCRIPTION
 DK0757
 DK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0757'2 MI NW FROM EUTAW.
 DK0757'A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT BANK OF MISSISSIPPI
 DK0757'RIVER IN BOLIVAR COUNTY, MISS., APPROXIMATELY 2 MILES NORTHWEST OF
 DK0757'EUTAW.  NORTHEAST OF LEVEE STATION 2725.  600 FEET NORTHEAST OF
 DK0757'LANDSIDE TOE OF LEVEE AT SMALL S CURVE IN LEVEE.  ON EAST SIDE OF
 DK0757'SMALL PECAN GROVE.  3.8 FEET SOUTHEAST OF CHURCH. 18.4 FEET
 DK0757'NORTHEAST OF SOUTHWEST CORNER OF CHURCH.  17.4 FEET SOUTHWEST OF
 DK0757'SOUTHEAST CORNER OF CHURCH.  82.7 FEET NORTHEAST OF 48-INCH PECAN
 DK0757'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0756 ***********************************************************************
 DK0756  DESIGNATION -  CAT CAP
 DK0756  PID         -  DK0756
 DK0756  STATE/COUNTY-  MS/BOLIVAR
 DK0756  USGS QUAD   -  CATFISH POINT (1972)
 DK0756
 DK0756                         *CURRENT SURVEY CONTROL
 DK0756  ___________________________________________________________________
 DK0756* NAD 83(1986)-  33 39 09.     (N)    091 09 26.     (W)     SCALED    
 DK0756* NAVD 88     -        43.02   (+/-2cm)     141.1    (feet)  VERTCON   
 DK0756  ___________________________________________________________________
 DK0756  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0756  VERT ORDER  -  ? (See Below)
 DK0756
 DK0756.The horizontal coordinates were scaled from a topographic map and have
 DK0756.an estimated accuracy of +/- 6 seconds.
 DK0756
 DK0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0756.The vertical order pertains to the NGVD 29 superseded value.
 DK0756
 DK0756.The geoid height was determined by GEOID03.
 DK0756
 DK0756;                    North         East    Units  Estimated Accuracy
 DK0756;SPC MS W     -   460,710.      623,580.      MT  (+/- 180 meters Scaled)
 DK0756
 DK0756                          SUPERSEDED SURVEY CONTROL
 DK0756
 DK0756  NGVD 29 (??/??/??)   43.117  (m)          141.46   (f) ADJUSTED    ?  
 DK0756
 DK0756.Superseded values are not recommended for survey control.
 DK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0756.See file dsdata.txt to determine how the superseded data were derived.
 DK0756
 DK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT708251(NAD 83)
 DK0756_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0756_SP_SET: STONE
 DK0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0756+STABILITY: SURFACE MOTION
 DK0756
 DK0756  HISTORY     - Date     Condition        Report By
 DK0756  HISTORY     - UNK      MONUMENTED       DOD
 DK0756  HISTORY     - 1934     GOOD             CGS
 DK0756
 DK0756                          STATION DESCRIPTION
 DK0756
 DK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0756'2 MI NW FROM EUTAW.
 DK0756'A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT BANK OF MISSISSIPPI
 DK0756'RIVER IN BOLIVAR COUNTY, MISS., APPROXIMATELY 2 MILES NORTHWEST OF
 DK0756'EUTAW.  NORTHEAST OF LEVEE STATION 2725.  600 FEET NORTHEAST OF
 DK0756'LANDSIDE TOE OF LEVEE AT SMALL S CURVE IN LEVEE.  ON EAST SIDE OF
 DK0756'SMALL PECAN GROVE.  3.8 FEET SOUTHEAST OF  CHURCH. 18.4 FEET
 DK0756'NORTHEAST OF SOUTHWEST CORNER OF CHURCH.  17.4 FEET SOUTHWEST OF
 DK0756'SOUTHEAST CORNER OF CHURCH.  82.7 FEET NORTHEAST OF 48-INCH PECAN
 DK0756'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2623 ***********************************************************************
 BH2623  DESIGNATION -  CAT ISLAND 1855
 BH2623  PID         -  BH2623
 BH2623  STATE/COUNTY-  MS/HARRISON
 BH2623  USGS QUAD   -  CAT ISLAND (1994)
 BH2623
 BH2623                         *CURRENT SURVEY CONTROL
 BH2623  ___________________________________________________________________
 BH2623* NAD 83(1993)-  30 14 16.31105(N)    089 04 05.45367(W)     ADJUSTED  
 BH2623* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2623  ___________________________________________________________________
 BH2623  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BH2623  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BH2623  HORZ ORDER  -  THIRD
 BH2623
 BH2623.The horizontal coordinates were established by classical geodetic methods
 BH2623.and adjusted by the National Geodetic Survey in May 1994.
 BH2623
 BH2623.The orthometric height was scaled from a topographic map.
 BH2623
 BH2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2623
 BH2623.The geoid height was determined by GEOID03.
 BH2623
 BH2623;                    North         East     Units Scale Factor Converg.
 BH2623;SPC MS E     -    81,811.665   277,395.700   MT  0.99995630   -0 07 05.8
 BH2623;SPC MS E     -   268,410.44    910,089.06   sFT  0.99995630   -0 07 05.8
 BH2623;UTM  16      - 3,346,952.445   300,984.639   MT  1.00008866   -1 02 30.7
 BH2623
 BH2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2623!SPC MS E     -   1.00000402  x   0.99995630  =   0.99996032
 BH2623!UTM  16      -   1.00000402  x   1.00008866  =   1.00009268
 BH2623
 BH2623:                Primary Azimuth Mark                     Grid Az
 BH2623:SPC MS E     -  SOUTH POINT 1857                         209 02 39.0
 BH2623:UTM  16      -  SOUTH POINT 1857                         209 58 03.9
 BH2623
 BH2623|---------------------------------------------------------------------|
 BH2623| PID    Reference Object                     Distance      Geod. Az  |
 BH2623|                                                           dddmmss.s |
 BH2623| BH2626 SOUTH POINT 1857                    APPROX. 6.4 KM 2085533.2 |
 BH2623|---------------------------------------------------------------------|
 BH2623
 BH2623                          SUPERSEDED SURVEY CONTROL
 BH2623
 BH2623  NAD 83(1986)-  30 14 16.32634(N)    089 04 05.44540(W) AD(       ) 3
 BH2623
 BH2623.Superseded values are not recommended for survey control.
 BH2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2623.See file dsdata.txt to determine how the superseded data were derived.
 BH2623
 BH2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0098546952(NAD 83)
 BH2623
 BH2623  HISTORY     - Date     Condition        Report By
 BH2623  HISTORY     - 1855     MONUMENTED       COASUR
 BH2623  HISTORY     - 1857     GOOD             CGS
 BH2623
 BH2623                          STATION DESCRIPTION
 BH2623
 BH2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1857
 BH2623'NEAR THE EASTERN END OF THE SUMMIT OF THE HIGHEST SAND HILL ON THE
 BH2623'ISLAND AND ABOUT 60 FEET ABOVE HIGH-WATER MARK.  THE STATION IS
 BH2623'MARKED BY A GRANITE BLOCK WHICH HAS A CROSS ON ITS UPPER FACE AND
 BH2623'IS SURROUNDED BY A BOX WHOSE TRANSVERSE SECTION IS A LITTLE LARGER
 BH2623'THAN THAT OF THE STONE AND WHICH EXTENDS ABOUT 4 FEET ABOVE IT TO
 BH2623'THE SURFACE OF THE SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2622 ***********************************************************************
 BH2622  DESIGNATION -  CAT ISLAND SPIT COVE LIGHT 2
 BH2622  PID         -  BH2622
 BH2622  STATE/COUNTY-  MS/HARRISON
 BH2622  USGS QUAD   -  CAT ISLAND (1994)
 BH2622
 BH2622                         *CURRENT SURVEY CONTROL
 BH2622  ___________________________________________________________________
 BH2622* NAD 83(1993)-  30 10 42.75815(N)    089 06 49.40163(W)     ADJUSTED  
 BH2622* NAVD 88     -              **(meters)            **(feet)            
 BH2622  ___________________________________________________________________
 BH2622  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BH2622  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BH2622  HORZ ORDER  -  THIRD
 BH2622
 BH2622.The horizontal coordinates were established by classical geodetic methods
 BH2622.and adjusted by the National Geodetic Survey in May 1994.
 BH2622
 BH2622
 BH2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2622
 BH2622.The geoid height was determined by GEOID03.
 BH2622
 BH2622;                    North         East     Units Scale Factor Converg.
 BH2622;SPC MS E     -    75,245.876   272,996.132   MT  0.99995899   -0 08 27.4
 BH2622;SPC MS E     -   246,869.18    895,654.81   sFT  0.99995899   -0 08 27.4
 BH2622;UTM  16      - 3,340,457.439   296,479.259   MT  1.00011104   -1 03 46.5
 BH2622
 BH2622                          SUPERSEDED SURVEY CONTROL
 BH2622
 BH2622  NAD 83(1986)-  30 10 42.77570(N)    089 06 49.39250(W) AD(       ) 4
 BH2622  NAD 27      -  30 10 42.04300(N)    089 06 49.27000(W) AD(       ) 3
 BH2622
 BH2622.Superseded values are not recommended for survey control.
 BH2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2622.See file dsdata.txt to determine how the superseded data were derived.
 BH2622
 BH2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9647940457(NAD 83)
 BH2622_MARKER: 14 = NAVIGATION LIGHT
 BH2622
 BH2622  HISTORY     - Date     Condition        Report By
 BH2622  HISTORY     - 1973     FIRST OBSERVED   NGS
 BH2622
 BH2622                          STATION DESCRIPTION
 BH2622
 BH2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2622'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF CAT ISLAND AND ABOUT
 BH2622'7 MILES WEST SOUTH-WEST OF THE WEST POINT OF SHIP ISLAND.
 BH2622'
 BH2622'THE STATION IS THE LIGHT MOUNTED IN THE TOP CENTER OF A 4 LEGGED
 BH2622'STEEL STRUCTURAL TOWER SUPPORTED BY 3 PILES WITH A SMALL PLATFORM.
 BH2622'THE PLATFORM IS ABOUT 8 FT. ABOVE THE WATER AND THE LIGHT IS ABOUT
 BH2622'30 FT. ABOVE THE WATER.
 BH2622'
 BH2622'THE STATION IS LIGHT NO. 1942 IN THE U.S. COAST GUARD LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2638 ***********************************************************************
 BH2638  DESIGNATION -  CAT ISLAND W END CHANNEL LT
 BH2638  PID         -  BH2638
 BH2638  STATE/COUNTY-  MS/HARRISON
 BH2638  USGS QUAD   -  ISLE AU PITRE (1994)
 BH2638
 BH2638                         *CURRENT SURVEY CONTROL
 BH2638  ___________________________________________________________________
 BH2638* NAD 83(1993)-  30 13 41.92610(N)    089 11 51.39095(W)     ADJUSTED  
 BH2638* NAVD 88     -              **(meters)            **(feet)            
 BH2638  ___________________________________________________________________
 BH2638  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BH2638  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BH2638  HORZ ORDER  -  THIRD
 BH2638
 BH2638.The horizontal coordinates were established by classical geodetic methods
 BH2638.and adjusted by the National Geodetic Survey in May 1994.
 BH2638
 BH2638
 BH2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2638
 BH2638.The geoid height was determined by GEOID03.
 BH2638
 BH2638;                    North         East     Units Scale Factor Converg.
 BH2638;SPC MS E     -    80,785.676   264,934.805   MT  0.99996516   -0 11 00.2
 BH2638;SPC MS E     -   265,044.34    869,206.94   sFT  0.99996516   -0 11 00.2
 BH2638;SPC LA S     -   193,489.846 1,205,569.243   MT  0.99993359   +1 04 04.4
 BH2638;SPC LA S     -   634,807.94  3,955,271.76   sFT  0.99993359   +1 04 04.4
 BH2638;UTM  16      - 3,346,127.294   288,506.836   MT  1.00015186   -1 06 24.4
 BH2638
 BH2638                          SUPERSEDED SURVEY CONTROL
 BH2638
 BH2638  NAD 83(1986)-  30 13 41.94016(N)    089 11 51.38283(W) AD(       ) 4
 BH2638  NAD 27      -  30 13 41.22300(N)    089 11 51.24100(W) AD(       ) 3
 BH2638
 BH2638.Superseded values are not recommended for survey control.
 BH2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2638.See file dsdata.txt to determine how the superseded data were derived.
 BH2638
 BH2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8850746127(NAD 83)
 BH2638_MARKER: 14 = NAVIGATION LIGHT
 BH2638
 BH2638  HISTORY     - Date     Condition        Report By
 BH2638  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2638
 BH2638                          STATION DESCRIPTION
 BH2638
 BH2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2638'STATION IS A BLACK TRIANGULAR STRUCTURE ON PILES.  IT IS 25 FT. HIGH
 BH2638'IN APPROXIMATELY 5 FT. OF WATER AND MARKS THE NE END OF A SHELL
 BH2638'BANK.
 BH2638'
 BH2638'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1401 ***********************************************************************
 CO1401  DESIGNATION -  CATO
 CO1401  PID         -  CO1401
 CO1401  STATE/COUNTY-  MS/RANKIN
 CO1401  USGS QUAD   -  BRAXTON (1975)
 CO1401
 CO1401                         *CURRENT SURVEY CONTROL
 CO1401  ___________________________________________________________________
 CO1401* NAD 83(1993)-  32 03 55.33559(N)    089 54 59.04264(W)     ADJUSTED  
 CO1401* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CO1401  ___________________________________________________________________
 CO1401  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CO1401  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CO1401  HORZ ORDER  -  SECOND
 CO1401
 CO1401.The horizontal coordinates were established by classical geodetic methods
 CO1401.and adjusted by the National Geodetic Survey in May 1994.
 CO1401
 CO1401.The orthometric height was scaled from a topographic map.
 CO1401
 CO1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1401
 CO1401.The geoid height was determined by GEOID03.
 CO1401
 CO1401;                    North         East     Units Scale Factor Converg.
 CO1401;SPC MS W     -   284,473.799   739,367.478   MT  0.99996911   +0 13 16.8
 CO1401;SPC MS W     -   933,311.12  2,425,741.47   sFT  0.99996911   +0 13 16.8
 CO1401;UTM  16      - 3,551,403.598   224,673.727   MT  1.00053496   -1 32 57.3
 CO1401
 CO1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1401!SPC MS W     -   0.99997853  x   0.99996911  =   0.99994765
 CO1401!UTM  16      -   0.99997853  x   1.00053496  =   1.00051348
 CO1401
 CO1401:                Primary Azimuth Mark                     Grid Az
 CO1401:SPC MS W     -  CATO AZ MK                               054 37 24.8
 CO1401:UTM  16      -  CATO AZ MK                               056 23 38.9
 CO1401
 CO1401|---------------------------------------------------------------------|
 CO1401| PID    Reference Object                     Distance      Geod. Az  |
 CO1401|                                                           dddmmss.s |
 CO1401| CG1311 CATO AZ MK                                         0545041.6 |
 CO1401| CG1313 CATO RM 2                            21.620 METERS 07136     |
 CO1401| CG1314 CATO RM 3                            25.959 METERS 12643     |
 CO1401| BV1746 MENDENHALL MUNICIPAL TANK           APPROX.11.7 KM 1580520.3 |
 CO1401| BV1770 D LO SCHOOL DISTRICT WATER TK       APPROX. 8.2 KM 1742743.5 |
 CO1401| CG1312 CATO RM 1                            25.149 METERS 33723     |
 CO1401|---------------------------------------------------------------------|
 CO1401
 CO1401                          SUPERSEDED SURVEY CONTROL
 CO1401
 CO1401  NAD 83(1986)-  32 03 55.34972(N)    089 54 59.03927(W) AD(       ) 2
 CO1401  NAD 27      -  32 03 54.79600(N)    089 54 58.75500(W) AD(       ) 2
 CO1401
 CO1401.Superseded values are not recommended for survey control.
 CO1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1401.See file dsdata.txt to determine how the superseded data were derived.
 CO1401
 CO1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2467451404(NAD 83)
 CO1401_MARKER: DS = TRIANGULATION STATION DISK
 CO1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1401_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1401+STABILITY: SURFACE MOTION
 CO1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1401+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2000
 CO1401
 CO1401  HISTORY     - Date     Condition        Report By
 CO1401  HISTORY     - 1945     MONUMENTED       CGS
 CO1401  HISTORY     - 1957     GOOD             CGS
 CO1401  HISTORY     - 1961     GOOD             MSHD
 CO1401  HISTORY     - 1980     GOOD             MSSU
 CO1401  HISTORY     - 20000110 GOOD             LOCSUR
 CO1401
 CO1401                          STATION DESCRIPTION
 CO1401
 CO1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1401'STATION IS LOCATED ABOUT 5-1/2 MILES NNW OF DLO AND 4 MILES NE
 CO1401'OF BRAXTON ON THE N SIDE OF A DIRT ROAD, AND ON LAND OWNED BY
 CO1401'C.R. FORTENBERRY.  IT IS 26 FEET N OF THE CENTER OF THE ROAD,
 CO1401'9 FEET NE OF A STANDARD WITNESS POST, AND 39 FEET W OF A
 CO1401'TRIANGULAR-BLAZED 14-INCH PINE TREE.
 CO1401'
 CO1401'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1401'POST, STAMPED CATO 1945, AND PROJECTS ABOUT 4 INCHES.  UNDERGROUND
 CO1401'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1401'
 CO1401'REFERENCE MARK 1 IS 82.54 FEET NW OF THE STATION, 110 FEET N OF
 CO1401'THE CENTER OF THE ROAD, AND 14 FEET W OF A 12-INCH PINE TREE.  IT
 CO1401'IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CO1401'CATO NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1401'
 CO1401'REFERENCE MARK 2 IS 70.93 FEET ENE OF THE STATION, 15 FEET N
 CO1401'OF THE CENTER OF THE ROAD, AND 40 FEET SE OF A TRIANGULAR-BLAZED
 CO1401'14-INCH TREE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 CO1401'A CONCRETE POST, STAMPED CATO NO 2 1945, AND PROJECTS ABOUT 4
 CO1401'INCHES.
 CO1401'
 CO1401'AZIMUTH MARK IS ABOUT 0.2 MILE NE OF THE STATION NEAR MR.
 CO1401'FORTENBERRYS HOUSE, 30 FEET NW OF THE NW CORNER OF THE HOUSE, 2
 CO1401'FEET W OF A STANDARD WITNESS POST, AND 16 FEET S OF THE CENTER
 CO1401'OF THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 CO1401'CONCRETE POST, STAMPED CATO 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1401'
 CO1401'TO REACH THE STATION FROM THE PAN-AM SERVICE STATION AT THE
 CO1401'MAIN INTERSECTION IN DLO, GO N ON U.S. HIGHWAY 49 FOR 0.35 MILE
 CO1401'TO A T-ROAD RIGHT ON THE N SIDE OF THE METHODIST CHURCH, TURN RIGHT
 CO1401'AND GO 0.05 MILE, TURN LEFT AND GO 1.4 MILES TO A FORK, KEEP
 CO1401'LEFT FORK AND GO 5.9 MILES TO A T-ROAD LEFT, TURN LEFT AND GO
 CO1401'1.8 MILES TO MR. FORTENBERRYS HOUSE ON THE LEFT AND THE AZIMUTH
 CO1401'MARK, CONTINUE 0.2 MILE TO A TRIANGULAR BLAZE ON A PINE TREE
 CO1401'AND STATION.
 CO1401'
 CO1401'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO1401
 CO1401                          STATION RECOVERY (1957)
 CO1401
 CO1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1401'THE STATION WAS VISITED 6-8-57 AND ALL MARKS WERE FOUND IN GOOD
 CO1401'CONDITION.  THE FORTENBERRYS HOUSE NEAR THE AZIMUTH MARK HAS
 CO1401'BEEN MOVED 42 FEET SOUTH OF ITS LOCATION WHEN THE AZIMUTH MARK
 CO1401'WAS SET.  A FIRE TOWER HAS BEEN BUILT SOUTHEAST AND ACROSS THE
 CO1401'GRAVEL ROAD FROM THE STATION.  THE AZIMUTH MARK IS OBSTRUCTED
 CO1401'FROM THE STATION BY UNDERBRUSH AND SMALL PINE TREES.  A NEW
 CO1401'DESCRIPTION FOLLOWS-
 CO1401'
 CO1401'THE STATION IS LOCATED ABOUT 5.25 MILES NORTH-NORTHWEST OF DLO
 CO1401'AND 4 MILES NORTHEAST OF BAXTON ON PROPERTY OWNED BY MR. C.R.
 CO1401'FORTENBERRY, WHO LIVED 0.2 MILE EAST OF THE STATION, AND ACROSS
 CO1401'THE ROAD FROM THE LOOKOUT TOWER.  IT IS 28 FEET NORTH-NORTHWEST OF
 CO1401'THE CENTER LINE OF THE GRAVELED ROAD, 69.5 FEET NORTHWEST OF
 CO1401'THE NORTHWEST LEG OF THE LOOKOUT TOWER, 2 FEET NORTHEAST OF THE
 CO1401'PROJECTED LINE THROUGH THE SOUTHEAST AND THE NORTHWEST LEG OF
 CO1401'THE TOWER, 10 FEET NORTH-NORTHWEST OF A FENCE LINE, AND 16.5
 CO1401'FEET WEST OF A POWER POLE WITH A TRANSFORMER.  IT IS A
 CO1401'STANDARD DISK, STAMPED CATO 1945, PROJECTING 6 INCHES.
 CO1401'
 CO1401'REFERENCE MARK NO. 1 IS 82.54 FEET NORTHWEST OF THE STATION,
 CO1401'110 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD AND 92 FEET
 CO1401'NORTHWEST OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 CO1401'CATO NO 1 1945, PROJECTING 6 INCHES AND ABOUT 1 FOOT BELOW THE
 CO1401'LEVEL OF THE STATION.
 CO1401'
 CO1401'REFERENCE MARK NO. 2 IS 73.68 FEET EAST-NORTHEAST OF THE STATION,
 CO1401'1 FOOT NORTHWEST OF A FENCE LINE, 15 FEET NORTHWEST OF THE CENTER
 CO1401'OF THE ROAD, 53.5 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 CO1401'76 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 CO1401'2 FEET NORTH-NORTHWEST OF THE PROJECTED LINE THROUGH THE
 CO1401'SOUTHEAST AND NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS A
 CO1401'STANDARD DISK, STAMPED CATO NO 2 1945, PROJECTING 2 INCHES.
 CO1401'
 CO1401'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 52 FEET
 CO1401'EAST OF THE CENTER OF THE GRAVELED ROAD, 71 FEET NORTH-NORTHWEST
 CO1401'OF THE NORTHWEST CORNER OF THE CHIMNEY OF THE FORTENBERRY HOUSE,
 CO1401'72.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CO1401'8.5 FEET SOUTH-SOUTHEAST OF A POWER POLE AND IN A FENCE LINE.
 CO1401'IT IS A STANDARD DISK STAMPED CATO 1945, PROJECTING 2 INCHES.
 CO1401'
 CO1401'TO REACH THE STATION FROM THE MAIN CROSSROAD AND STOP LIGHT IN
 CO1401'DLO, GO NORTH ON U.S. HIGHWAY 49 FOR 0.4 MILE TO A SIDE ROAD
 CO1401'RIGHT AND A METHODIST CHURCH IN THE SOUTHWEST ANGLE, TURN
 CO1401'RIGHT AND GO EAST FOR 0.05 MILE TO A T-INTERSECTION, TURN LEFT
 CO1401'AND GO 1.4 MILE TO A SIDE ROAD RIGHT, KEEP LEFT, STRAIGHT AHEAD,
 CO1401'AND GO NORTH FOR 5.7 MILES TO A SIDE ROAD LEFT AND THE WALTERS
 CO1401'STORE ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 1.1 MILES TO
 CO1401'A REVERSE Y.  KEEP LEFT AND GO SOUTH FOR 0.7 MILE TO THE
 CO1401'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO THE STATION
 CO1401'ON THE RIGHT AND THE LOOKOUT TOWER ON THE LEFT.
 CO1401
 CO1401                          STATION RECOVERY (1961)
 CO1401
 CO1401'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1401'THE STATION WAS VISITED 8-7-61.  THE STATION, AZIMUTH MARK, R.M.
 CO1401'NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE 1957
 CO1401'RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO1401'
 CO1401'METAL WITNESS POSTS WERE SET 1 FOOT SOUTH OF THE STATION MARK,
 CO1401'1 FOOT SOUTH OF R.M. NO. 2 AND 1 FOOT WEST OF THE AZIMUTH MARK.
 CO1401'
 CO1401'THE AZIMUTH MARK IS VISIBLE FROM THE STATION WITH A SMALL AMOUNT
 CO1401'OF CLEARING.
 CO1401
 CO1401                          STATION RECOVERY (1980)
 CO1401
 CO1401'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CO1401'STATION, REFERENCE MARKS 1 AND 3, AND AZIMUTH MARK RECOVERED IN GOOD
 CO1401'CONDITION.
 CO1401
 CO1401                          STATION RECOVERY (2000)
 CO1401
 CO1401'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 CO1401'LOOKOUT TOWER HAS BEEN TORN DOWN, BUT BASE IS STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2672 ***********************************************************************
 EH2672  DESIGNATION -  CAULSBY
 EH2672  PID         -  EH2672
 EH2672  STATE/COUNTY-  MS/TUNICA
 EH2672  USGS QUAD   -  HOLLYWOOD (1982)
 EH2672
 EH2672                         *CURRENT SURVEY CONTROL
 EH2672  ___________________________________________________________________
 EH2672* NAD 83(1993)-  34 41 06.42112(N)    090 19 54.87896(W)     ADJUSTED  
 EH2672* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2672  ___________________________________________________________________
 EH2672  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EH2672  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2672  HORZ ORDER  -  FIRST
 EH2672
 EH2672.The horizontal coordinates were established by classical geodetic methods
 EH2672.and adjusted by the National Geodetic Survey in May 1994.
 EH2672
 EH2672.The orthometric height was scaled from a topographic map.
 EH2672
 EH2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2672
 EH2672.The geoid height was determined by GEOID03.
 EH2672
 EH2672;                    North         East     Units Scale Factor Converg.
 EH2672;SPC MS W     -   574,942.481   700,130.347   MT  0.99995000   +0 00 02.9
 EH2672;SPC MS W     - 1,886,290.46  2,297,010.98   sFT  0.99995000   +0 00 02.9
 EH2672;SPC AR S     -   625,122.538   552,848.460   MT  0.99998283   +0 56 01.0
 EH2672;SPC AR S     - 2,050,922.86  1,813,803.66   sFT  0.99998283   +0 56 01.0
 EH2672;UTM  15      - 3,841,364.659   744,427.925   MT  1.00033645   +1 31 08.7
 EH2672
 EH2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2672!SPC MS W     -   0.99999530  x   0.99995000  =   0.99994530
 EH2672!SPC AR S     -   0.99999530  x   0.99998283  =   0.99997813
 EH2672!UTM  15      -   0.99999530  x   1.00033645  =   1.00033174
 EH2672
 EH2672|---------------------------------------------------------------------|
 EH2672| PID    Reference Object                     Distance      Geod. Az  |
 EH2672|                                                           dddmmss.s |
 EH2672| CY5394 CAULSBY RM 1                        141.214 METERS 09511     |
 EH2672| CY5395 CAULSBY RM 2                         61.966 METERS 18715     |
 EH2672| EH2682 TUNICA BLACK WATER TANK             APPROX. 4.8 KM 2765710.8 |
 EH2672| EH2685 TUNICA PLANTERS OIL CO TANK         APPROX. 4.8 KM 2841313.2 |
 EH2672|---------------------------------------------------------------------|
 EH2672
 EH2672                          SUPERSEDED SURVEY CONTROL
 EH2672
 EH2672  NAD 83(1986)-  34 41 06.43093(N)    090 19 54.87841(W) AD(       ) 1
 EH2672  NAD 27      -  34 41 06.06400(N)    090 19 54.52500(W) AD(       ) 1
 EH2672
 EH2672.Superseded values are not recommended for survey control.
 EH2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2672.See file dsdata.txt to determine how the superseded data were derived.
 EH2672
 EH2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4442841365(NAD 83)
 EH2672_MARKER: DS = TRIANGULATION STATION DISK
 EH2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2672
 EH2672  HISTORY     - Date     Condition        Report By
 EH2672  HISTORY     - 1929     MONUMENTED       CGS
 EH2672  HISTORY     - 1935     GOOD             CGS
 EH2672  HISTORY     - 1956     SEE DESCRIPTION  CGS
 EH2672
 EH2672                          STATION DESCRIPTION
 EH2672
 EH2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2672'ABOUT 3 MILES EAST OF TUNICA, ON LAND OWNED BY PRICE CAULSBY
 EH2672'WHO LIVES ON NORTH SIDE OF GRAVEL ROAD 1.4 MILES EAST OF
 EH2672'STATION.  TO REACH FROM TUNICA GO SOUTH ON STREET ON EAST
 EH2672'SIDE OF RAILROAD TO END OF STREET, TURN EAST AND FOLLOW
 EH2672'GRAVEL ROAD 3 MILES TO STATION, WHICH IS IN SOUTHEAST CORNER
 EH2672'OF TIMBER TRACT AT SOUTHWEST CORNER OF COTTON FIELD, 66 FEET
 EH2672'NORTH OF CENTER LINE OF ROAD.  SURFACE AND UNDERGROUND MARKS
 EH2672'ARE STANDARD STATION DISKS IN CONCRETE.
 EH2672'UPPER MARK IS FLUSH WITH GROUND.  REFERENCE MARKS ARE
 EH2672'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 20
 EH2672'FEET NORTH OF CENTER OF ROAD, OPPOSITE HOUSE, AND
 EH2672'463.3 FEET FROM STATION, S 84 DEG 48 MIN 47 SEC E.
 EH2672'NO. 2 IS IN SOUTHWEST CORNER OF BARNYARD ACROSS ROAD FROM
 EH2672'STATION, AND 203.3 FEET FROM STATION, S 07 DEG 15 MIN 43 SEC W.
 EH2672
 EH2672                          STATION RECOVERY (1935)
 EH2672
 EH2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2672'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND
 EH2672'IN GOOD CONDITION.
 EH2672
 EH2672                          STATION RECOVERY (1956)
 EH2672
 EH2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2672'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 EH2672'MARK NO. 1 WAS FOUND DESTROYED.
 EH2672'
 EH2672'THE STATION MARK WAS FOUND IN A TILTED POSITION.  THE 1956
 EH2672'OBSERVATION DID NOT CHECK WITH THE 1929 OBSERVATION, VERY WELL,
 EH2672'TO STATIONS COX 1929 AND EVANSVILLE 1929.  THE 1956 OBSERVATIONS
 EH2672'ON REFERENCE MARK NO. 2 MISSED THE 1929 OBSERVATIONS BY ABOUT
 EH2672'6 MINUTES AND THE CHECK ANGLE AT STATION EVANSVILLE 1929
 EH2672'MISSED THE 1929 OBSERVATION BY ABOUT 4 SECONDS.
 EH2672'
 EH2672'FOR THESE REASONS THE SURFACE STATION MARK WAS DUG OUT AND IT
 EH2672'WAS FOUND TO BE ECCENTRIC TO THE SUB-SURFACE MARK BY ABOUT
 EH2672'ONE INCH.  BOTH THE SURFACE AND SUB-SURFACE MARKS APPEARED
 EH2672'TO HAVE SHIFTED IN POSITION DUE TO THE SOFT AND WET GROUND
 EH2672'IN THE AREA.  AS IT WAS IMPOSSIBLE TO DETERMINE THE EXACT
 EH2672'ORIGINAL POSITION OF THE 1929 STATION, A NEW MARK, CAULSBY 2,
 EH2672'WAS ESTABLISHED IN THE SAME POSITION THE 1929 MARK WAS FOUND
 EH2672'IN AND FROM WHICH POINT ALL 1956 OBSERVATION WERE MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2673 ***********************************************************************
 EH2673  DESIGNATION -  CAULSBY 2
 EH2673  PID         -  EH2673
 EH2673  STATE/COUNTY-  MS/TUNICA
 EH2673  USGS QUAD   -  HOLLYWOOD (1982)
 EH2673
 EH2673                         *CURRENT SURVEY CONTROL
 EH2673  ___________________________________________________________________
 EH2673* NAD 83(1993)-  34 41 06.42538(N)    090 19 54.87335(W)     ADJUSTED  
 EH2673* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2673  ___________________________________________________________________
 EH2673  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EH2673  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2673  HORZ ORDER  -  SECOND
 EH2673
 EH2673.The horizontal coordinates were established by classical geodetic methods
 EH2673.and adjusted by the National Geodetic Survey in May 1994.
 EH2673
 EH2673.The orthometric height was scaled from a topographic map.
 EH2673
 EH2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2673
 EH2673.The geoid height was determined by GEOID03.
 EH2673
 EH2673;                    North         East     Units Scale Factor Converg.
 EH2673;SPC MS W     -   574,942.612   700,130.490   MT  0.99995000   +0 00 02.9
 EH2673;SPC MS W     - 1,886,290.89  2,297,011.45   sFT  0.99995000   +0 00 02.9
 EH2673;SPC AR S     -   625,122.671   552,848.600   MT  0.99998283   +0 56 01.0
 EH2673;SPC AR S     - 2,050,923.30  1,813,804.12   sFT  0.99998283   +0 56 01.0
 EH2673;UTM  15      - 3,841,364.794   744,428.064   MT  1.00033645   +1 31 08.7
 EH2673
 EH2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2673!SPC MS W     -   0.99999530  x   0.99995000  =   0.99994530
 EH2673!SPC AR S     -   0.99999530  x   0.99998283  =   0.99997813
 EH2673!UTM  15      -   0.99999530  x   1.00033645  =   1.00033174
 EH2673
 EH2673:                Primary Azimuth Mark                     Grid Az
 EH2673:SPC MS W     -  CAULSBY 2 AZ MK                          090 35 54.5
 EH2673:SPC AR S     -  CAULSBY 2 AZ MK                          089 39 56.4
 EH2673:UTM  15      -  CAULSBY 2 AZ MK                          089 04 48.7
 EH2673
 EH2673|---------------------------------------------------------------------|
 EH2673| PID    Reference Object                     Distance      Geod. Az  |
 EH2673|                                                           dddmmss.s |
 EH2673| CY5396 CAULSBY 2 AZ MK                                    0903557.4 |
 EH2673| CY5398 CAULSBY 2 AZ MK RESET                              0903532.0 |
 EH2673| CY5399 CAULSBY 3 RM 4                       36.250 METERS 10226     |
 EH2673| CY5395 CAULSBY RM 2                         62.045 METERS 18722     |
 EH2673| EH2674 CAULSBY 3                            36.171 METERS 19911     |
 EH2673| EH2683 TUNICA FEDERAL COMPRESS SE TK       APPROX. 5.8 KM 2352726.8 |
 EH2673| CY5400 CAULSBY 3 RM 5                       40.368 METERS 25736     |
 EH2673| CY5397 CAULSBY 2 RM 3                       33.839 METERS 27943     |
 EH2673|---------------------------------------------------------------------|
 EH2673
 EH2673                          SUPERSEDED SURVEY CONTROL
 EH2673
 EH2673  NAD 83(1986)-  34 41 06.43442(N)    090 19 54.87347(W) AD(       ) 2
 EH2673  NAD 27      -  34 41 06.06600(N)    090 19 54.52100(W) AD(       ) 2
 EH2673
 EH2673.Superseded values are not recommended for survey control.
 EH2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2673.See file dsdata.txt to determine how the superseded data were derived.
 EH2673
 EH2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4442841365(NAD 83)
 EH2673_MARKER: DS = TRIANGULATION STATION DISK
 EH2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2673
 EH2673  HISTORY     - Date     Condition        Report By
 EH2673  HISTORY     - 1956     MONUMENTED       CGS
 EH2673  HISTORY     - 1966     GOOD             MSHD
 EH2673  HISTORY     - 1968     SEE DESCRIPTION  CGS
 EH2673
 EH2673                          STATION DESCRIPTION
 EH2673
 EH2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2673'THE STATION IS ABOUT 3 MILES EAST OF TUNICA, NEAR THE CENTER
 EH2673'OF THE SOUTH EDGE OF SECTION 35, T 4 S, R 11 W, IN THE SOUTHEAST
 EH2673'CORNER OF A PASTURE AND AT THE SOUTH EDGE OF WOODS, ON THE
 EH2673'PROPERTY OF MR. T. D. PERRY.
 EH2673'
 EH2673'TO REACH STATION FROM THE DEPOT IN TUNICA, GO SOUTH ALONG
 EH2673'THE EAST SIDE OF RAILROAD TRACKS FOR 0.2 MILE TO THE END
 EH2673'OF STREET, TURN LEFT, EAST, GO 0.45 MILE TO U.S. HIGHWAY
 EH2673'61, CROSS THE HIGHWAY, AND CONTINUE EAST ON GRAVELED ROAD
 EH2673'FOR 1.0 MILE TO CROSSROADS, KEEP STRAIGHT AHEAD, FOR 1.15
 EH2673'MILES TO A SIDE ROAD ON THE RIGHT, KEEP STRAIGHT AHEAD, FOR
 EH2673'0.35 MILE TO STATION ON THE LEFT.  TO REACH AZIMUTH MARK FROM
 EH2673'THE STATION, GO EAST, GRAVELED ROAD, FOR 0.55 MILE TO WHERE
 EH2673'THE ROAD TURNS SOUTH AND THE AZIMUTH MARK ON THE LEFT.
 EH2673'
 EH2673'STATION MARKS, ARE STANDARD DISKS, STAMPED CAULSBY 2 1956.
 EH2673'THE SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE
 EH2673'POST WHICH IS SET LEVEL WITH THE GROUND.  IT IS 146 FEET
 EH2673'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 134 FEET
 EH2673'EAST-NORTHEAST OF POWER LINE POLE NUMBER 12 T 1, 60 FEET
 EH2673'NORTH OF CENTER OF ROAD, AND 17 FEET NORTHWEST OF FENCE
 EH2673'CORNER.  A STANDARD WITNESS POST WAS SET 2 FEET EAST OF
 EH2673'MARK.  THE UNDERGROUND STATION MARK DISK IS SET IN AN
 EH2673'IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES BELOW GROUND.
 EH2673'
 EH2673'REFERENCE MARK 2, A STANDARD DISK, STAMPED CAULSBY NO 2 1929,
 EH2673'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 EH2673'IT IS 139 FEET SOUTH OF CENTER OF ROAD, 29 FEET WEST
 EH2673'OF THE SOUTHWEST CORNER OF BARN, AND 13 FEET EAST OF A FIELD
 EH2673'ROAD.
 EH2673'
 EH2673'REFERENCE MARK 3, A STANDARD DISK, STAMPED CAULSBY 2 NO 3
 EH2673'1956, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 EH2673'INCHES.  IT IS 80 FEET NORTH OF CENTER OF ROAD, 52 FEET
 EH2673'NORTHEAST OF POWER LINE POLE NUMBER 12 T 1, AND 18 FEET NORTH
 EH2673'OF RIGHT-OF-WAY FENCE LINE.
 EH2673'
 EH2673'AZIMUTH MARK, A STANDARD DISK, STAMPED CAULSBY 2 1956, IS SET IN
 EH2673'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 24
 EH2673'FEET NORTHWEST OF THE WEST EDGE OF A CONCRETE CULVERT, 20
 EH2673'FEET NORTH OF CENTER OF GRAVEL ROAD, 5 FEET WEST OF A POWER
 EH2673'LINE POLE WHICH IS THE CORNER POLE FOR THE POWER LINE GOING
 EH2673'SOUTH-AND-WEST, AND 6 FEET SOUTH OF THE SOUTH EDGE OF BAYOU.
 EH2673'A STANDARD WITNESS POST WAS SET 4 FEET EAST OF MARK.
 EH2673'
 EH2673'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH2673
 EH2673                          STATION RECOVERY (1966)
 EH2673
 EH2673'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH2673'THE STATION WAS VISITED 8-29-66 AND THE STATION, R.M. 2
 EH2673'AND R.M. 3 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EH2673'IS LEANING AT A 45 DEG ANGLE.
 EH2673'
 EH2673'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TUNICA
 EH2673'GO SOUTH ON A CONCRETE STREET AND A BLACKTOP ROAD FOR 0.2
 EH2673'MILE TO A CHURCH ON THE RIGHT AND A SIDE STREET LEFT, TURN
 EH2673'LEFT (EAST) AND CONTINUE ON A BLACKTOP STREET FOR 0.45 MILE
 EH2673'TO THE INTERSECTION OF U.S. HIGHWAY 61, CONTINUE EAST ON A
 EH2673'BLACKTOP ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT, CONTINUE
 EH2673'EAST ON A BLACKTOP ROAD FOR 0.35 MILE TO AN ABANDONED HOUSE
 EH2673'AND A FIELD ROAD ON THE RIGHT AND THE STATION ON THE LEFT AS
 EH2673'DESCRIBED.  TO REACH THE AZIMUTH FROM THE STATION CONTINUE
 EH2673'EAST ON A BLACKTOP ROAD FOR 0.5 MILE TO WHERE THE ROAD
 EH2673'CURVES SOUTHEAST AND A FIELD ROAD RIGHT, AND THE MARK ON THE
 EH2673'LEFT AS DESCRIBED.
 EH2673'
 EH2673'THE STATION DISK IS STAMPED CAULSBY 2 (1956), 134 FEET
 EH2673'EAST-NORTHEAST OF POWER POLE NO. 3, 66 FEET NORTHWEST OF
 EH2673'THE CENTER OF THE BLACKTOP ROAD, 36 FEET NORTHWEST OF THE
 EH2673'EAST END OF AN 18 INCH CONCRETE PIPE, AND 2 FEET NORTHWEST
 EH2673'A METAL WITNESS POST.
 EH2673'
 EH2673'R.M. 2 IS 139 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD,
 EH2673'29 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 13 FEET EAST
 EH2673'OF THE CENTER OF A FIELD ROAD, AND STAMPED CAULSBY NO. 2 (1929).
 EH2673'
 EH2673'R.M. 3 IS 87 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 52 FEET
 EH2673'NORTHEAST OF POWER POLE NO. 3, 1.6 FEET EAST OF A METAL WITNESS
 EH2673'POST, AND STAMPED CAULSBY NO. 3 (1956).
 EH2673'
 EH2673'THE AZIMUTH MARK IS 35.5 FEET NORTH OF THE CENTER OF A BLACKTOP
 EH2673'ROAD, 4.4 FEET WEST OF A POWER POLE WHERE THE WIRES TURN AT
 EH2673'A 90 DEG ANGLE AND STAMPED CAULSBY 2 1956.
 EH2673
 EH2673                          STATION RECOVERY (1968)
 EH2673
 EH2673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EH2673'THE STATION WAS VISITED 3-7-68 AND THE STATION MARK, RM NO. 3
 EH2673'AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EH2673'WAS FOUND DISTURBED.  IT WAS RESET AND USED AFTER OBSERVING
 EH2673'A POLARIS.  THE STATION WAS REQUESTED MOVED AT THIS DATE.
 EH2673'RM NO. 3 WAS ALSO DESTROYED AFTER RM NO. 4 AND 5 WAS ESTABLISHED.
 EH2673'A NEW STATION CAULSBY 3 1968 WAS ESTABLISHED 118.66 FEET
 EH2673'SOUTH-SOUTHWEST OF THE STATION AT THIS DATE.  THE SURFACE MARK
 EH2673'WAS RECLAIMED AND THE UNDERGROUND DISK IS INTACT.  IT IS
 EH2673'66 FEET NORTH OF THE CENTERLINE OF ROAD, 41 FEET EAST OF
 EH2673'THE PROJECTED CENTERLINE OF A FIELD ROAD LEADING SOUTH,
 EH2673'132.44 FEET WEST-NORTHWEST OF RM NO. 5 AND 118.93 FEET
 EH2673'EAST-NORTHEAST OF RM NO. 4.
 EH2673'
 EH2673'REFERENCE MARK NO. 2 WAS LEFT AS FOUND.
 EH2673'
 EH2673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.45 MILES EAST
 EH2673'OF TUNICA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2674 ***********************************************************************
 EH2674  DESIGNATION -  CAULSBY 3
 EH2674  PID         -  EH2674
 EH2674  STATE/COUNTY-  MS/TUNICA
 EH2674  USGS QUAD   -  HOLLYWOOD (1982)
 EH2674
 EH2674                         *CURRENT SURVEY CONTROL
 EH2674  ___________________________________________________________________
 EH2674* NAD 83(1993)-  34 41 05.31675(N)    090 19 55.34024(W)     NO CHECK  
 EH2674* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2674  ___________________________________________________________________
 EH2674  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EH2674  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2674  HORZ ORDER  -  THIRD
 EH2674
 EH2674.The horizontal coordinates were established by classical geodetic methods
 EH2674.and adjusted by the National Geodetic Survey in May 1994.
 EH2674.No horizontal observational check was made to the station.
 EH2674
 EH2674.The orthometric height was scaled from a topographic map.
 EH2674
 EH2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2674
 EH2674.The geoid height was determined by GEOID03.
 EH2674
 EH2674;                    North         East     Units Scale Factor Converg.
 EH2674;SPC MS W     -   574,908.451   700,118.607   MT  0.99995000   +0 00 02.7
 EH2674;SPC MS W     - 1,886,178.81  2,296,972.46   sFT  0.99995000   +0 00 02.7
 EH2674;UTM  15      - 3,841,330.317   744,417.086   MT  1.00033638   +1 31 08.4
 EH2674
 EH2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2674!SPC MS W     -   0.99999530  x   0.99995000  =   0.99994530
 EH2674!UTM  15      -   0.99999530  x   1.00033638  =   1.00033167
 EH2674
 EH2674|---------------------------------------------------------------------|
 EH2674| PID    Reference Object                     Distance      Geod. Az  |
 EH2674|                                                           dddmmss.s |
 EH2674| EH2673 CAULSBY 2                            36.171 METERS 01911     |
 EH2674| CY5399 CAULSBY 3 RM 4                       54.136 METERS 06052     |
 EH2674| CY5398 CAULSBY 2 AZ MK RESET                              0880945.0 |
 EH2674| CY5395 CAULSBY RM 2                         27.631 METERS 17150     |
 EH2674| CY5400 CAULSBY 3 RM 5                       37.527 METERS 31248     |
 EH2674|---------------------------------------------------------------------|
 EH2674
 EH2674                          SUPERSEDED SURVEY CONTROL
 EH2674
 EH2674  NAD 83(1986)-  34 41 05.32579(N)    090 19 55.34037(W) AD(       ) 3
 EH2674  NAD 27      -  34 41 04.95734(N)    090 19 54.98791(W) AD(       ) 3
 EH2674
 EH2674.Superseded values are not recommended for survey control.
 EH2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2674.See file dsdata.txt to determine how the superseded data were derived.
 EH2674
 EH2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4441741330(NAD 83)
 EH2674_MARKER: DS = TRIANGULATION STATION DISK
 EH2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2674
 EH2674  HISTORY     - Date     Condition        Report By
 EH2674  HISTORY     - 1968     MONUMENTED       CGS
 EH2674
 EH2674                          STATION DESCRIPTION
 EH2674
 EH2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EH2674'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF TUNICA ON PROPERTY
 EH2674'OWNED BY MR. T.D. PERRY OF TUNICA, AT THE SOUTH EDGE OF SEC. 35, T4S,
 EH2674'R11W, ON THE SOUTH SIDE OF A BLACKTOP ROAD IN THE CENTER OF A FIELD
 EH2674'ROAD LEADING SOUTH, 7.8 FEET EAST OF EDGE OF FIELD ROAD, 7.5 FEET WEST
 EH2674'OF EDGE OF FIELD ROAD, 46 FEET SOUTH OF THE CENTERLINE OF THE BLACKTOP
 EH2674'ROAD, 179 FEET SOUTHWEST OF A POWER POLE, 135 FEET SE OF A POWER POLE
 EH2674'20.5 FEET SOUTHEAST OF WEST END OF CULVERT, 22.5 FEET SOUTHWEST OF
 EH2674'EAST END OF CULVERT.  IT IS A TRIANGULATION STATION DISK STAMPED
 EH2674'CAULSBY 3 1968, 8 INCHES BELOW SURFACE OF GROUND.
 EH2674'
 EH2674'REFERENCE MARK NO. 4 IS 177.61 FEET NORTHEAST OF STATION, 39 FEET
 EH2674'NORTH OF THE CENTERLINE OF BLACKTOP ROAD, 156 FEET EAST OF PROJECTED
 EH2674'CENTERLINE OF FIELD ROAD LEADING SOUTH, 2 FEET WEST OF A POWER POLE, 1
 EH2674'FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 EH2674'STAMPED CAULSBY 3 NO 4 1968, PROJECTING 6 INCHES.
 EH2674'
 EH2674'REFERENCE MARK NO. 5 IS 123.12 FEET NORTHWEST OF STATION, 40 FEET
 EH2674'NORTH OF THE CENTERLINE OF BLACKTOP ROAD, 89 FEET WEST OF PROJECTED
 EH2674'CENTERLINE OF FIELD ROAD LEADING SOUTH, 1.5 FEET EAST OF A POWER POLE,
 EH2674'1 FOOT NORTH OF A METAL WITNESS POST.  IS IS A REFERENCE MARK DISK
 EH2674'STAMPED CAULSBY 3 NO 5 1968, PROJECTING 4 INCHES.
 EH2674'
 EH2674'THE AZIMUTH MARK IS 0.55 MILE EAST OF STATION AT THE WEST END OF A
 EH2674'CURVE IN THE ROAD, 4 FEET NORTHWEST OF A POWER POLE WHERE POWER LINE
 EH2674'MAKES A RIGHT ANGLE TURN, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 EH2674'36 FEET WEST OF PROJECTED CENTERLINE OF A ROAD LEADING SOUTH, A BANK
 EH2674'OF DIRT BETWEEN THE ROAD AND A CANAL.  IT IS AN AZIMUTH MARK DISK
 EH2674'STAMPED CAULSBY 3 AZ 2 1958.
 EH2674'
 EH2674'TO REACH THE STATION FROM THE RAILROAD STATION IN TUNICA, GO SOUTH
 EH2674'ALONG EAST SIDE OF TRACKS FOR 0.2 MILE, TURN LEFT (EAST) AND GO 0.45
 EH2674'MILE TO U.S. HIGHWAY 61, CROSS HIGHWAY AND GO EAST 1.0 MILE TO A CROSS
 EH2674'ROAD, KEEP STRAIGHT AHEAD FOR 1.15 MILE TO SIDE ROAD RIGHT, CONTINUE
 EH2674'EAST FOR 0.35 MILE TO A FIELD ROAD RIGHT AND STATION ON THE RIGHT.
 EH2674'
 EH2674'TO REACH THE AZIMUTH MARK CONTINUE EAST FOR 0.55 MILE TO THE AZIMUTH
 EH2674'MARK ON LEFT WHERE ROAD TURNS RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0878 ***********************************************************************
 BH0878  DESIGNATION -  CBC 32.97 USNCB
 BH0878  PID         -  BH0878
 BH0878  STATE/COUNTY-  MS/HARRISON
 BH0878  USGS QUAD   -  GULFPORT NORTH (1994)
 BH0878
 BH0878                         *CURRENT SURVEY CONTROL
 BH0878  ___________________________________________________________________
 BH0878* NAD 83(1986)-  30 22 56.     (N)    089 06 46.     (W)     SCALED    
 BH0878* NAVD 88     -         9.804  (meters)      32.17   (feet)  ADJUSTED  
 BH0878  ___________________________________________________________________
 BH0878  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BH0878  DYNAMIC HT  -           9.791 (meters)      32.12  (feet)  COMP
 BH0878  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BH0878
 BH0878  VERT ORDER  -  FIRST     CLASS I
 BH0878
 BH0878.The horizontal coordinates were scaled from a topographic map and have
 BH0878.an estimated accuracy of +/- 6 seconds.
 BH0878
 BH0878.The orthometric height was determined by differential leveling
 BH0878.and adjusted in June 1991.
 BH0878
 BH0878.The geoid height was determined by GEOID03.
 BH0878
 BH0878.The dynamic height is computed by dividing the NAVD 88
 BH0878.geopotential number by the normal gravity value computed on the
 BH0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0878.degrees latitude (g = 980.6199 gals.).
 BH0878
 BH0878.The modeled gravity was interpolated from observed gravity values.
 BH0878
 BH0878;                    North         East    Units  Estimated Accuracy
 BH0878;SPC MS E     -    97,820.      273,140.      MT  (+/- 180 meters Scaled)
 BH0878
 BH0878                          SUPERSEDED SURVEY CONTROL
 BH0878
 BH0878  NGVD 29 (??/??/??)    9.763  (m)           32.03   (f) ADJUSTED    1 1
 BH0878
 BH0878.Superseded values are not recommended for survey control.
 BH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0878.See file dsdata.txt to determine how the superseded data were derived.
 BH0878
 BH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU969630(NAD 83)
 BH0878_MARKER: B = BOLT
 BH0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0878_STAMPING: CBC GULFPORT 1953 32.97
 BH0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0878+STABILITY: SURFACE MOTION
 BH0878
 BH0878  HISTORY     - Date     Condition        Report By
 BH0878  HISTORY     - 1953     MONUMENTED       USN
 BH0878  HISTORY     - 1968     GOOD             CGS
 BH0878  HISTORY     - 1976     GOOD             NGS
 BH0878  HISTORY     - 19880812 MARK NOT FOUND   USPSQD
 BH0878
 BH0878                          STATION DESCRIPTION
 BH0878
 BH0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0878'2.2 MI NW FROM GULFPORT.
 BH0878'ABOUT 1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BH0878'UNION STATION AT GULFPORT, THENCE 0.35 MILE WEST ALONG 28TH STREET,
 BH0878'THENCE ABOUT 0.15 MILE SOUTH ALONG 33RD AVENUE, THENCE 0.7 MILE WEST
 BH0878'ALONG A ROAD LEADING THRU GATE NO. 1 FOR THE NAVAL CONSTRUCTION
 BH0878'BATTALLION CENTER, AT BUILDING NO. 9, ABOUT 0.55 MILE WEST OF GATE NO.
 BH0878'1, 4.8 FEET EAST OF THE EAST CORNER OF BUILDING NO. 9, 3.8 FEET
 BH0878'NORTHEAST OF THE NORTHEAST FACE OF THE LOADING PLATFORM, 17.5 FEET
 BH0878'NORTHWEST OF THE EAST CORNER OF THE LOADING PLATFORM, SET IN THE TOP
 BH0878'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0878'SEC 5, T 8S, R 11W.  NOTE-- MARK IS LOCATED UNDER STEPS LEADING TO
 BH0878'PLATFORM.  STEP HAS TO BE REMOVED TO BE ABLE TO HOLD ROD ON MARK.
 BH0878
 BH0878                          STATION RECOVERY (1976)
 BH0878
 BH0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0878'RECOVERED IN GOOD CONDITION.
 BH0878
 BH0878                          STATION RECOVERY (1988)
 BH0878
 BH0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0879 ***********************************************************************
 BH0879  DESIGNATION -  CBC 33.58 USN
 BH0879  PID         -  BH0879
 BH0879  STATE/COUNTY-  MS/HARRISON
 BH0879  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0879
 BH0879                         *CURRENT SURVEY CONTROL
 BH0879  ___________________________________________________________________
 BH0879* NAD 83(1986)-  30 22 19.     (N)    089 07 15.     (W)     SCALED    
 BH0879* NAVD 88     -         9.98   (+/-2cm)      32.7    (feet)  VERTCON   
 BH0879  ___________________________________________________________________
 BH0879  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BH0879  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH0879
 BH0879.The horizontal coordinates were scaled from a topographic map and have
 BH0879.an estimated accuracy of +/- 6 seconds.
 BH0879
 BH0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0879.The vertical order pertains to the NGVD 29 superseded value.
 BH0879
 BH0879.The geoid height was determined by GEOID03.
 BH0879
 BH0879;                    North         East    Units  Estimated Accuracy
 BH0879;SPC MS E     -    96,690.      272,370.      MT  (+/- 180 meters Scaled)
 BH0879
 BH0879                          SUPERSEDED SURVEY CONTROL
 BH0879
 BH0879  NGVD 29 (??/??/??)    9.944  (m)           32.62   (f) ADJUSTED    1 1
 BH0879
 BH0879.Superseded values are not recommended for survey control.
 BH0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0879.See file dsdata.txt to determine how the superseded data were derived.
 BH0879
 BH0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU961619(NAD 83)
 BH0879_MARKER: B = BOLT
 BH0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0879_STAMPING: CBC GULFPORT 1953 33.58
 BH0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0879+STABILITY: SURFACE MOTION
 BH0879
 BH0879  HISTORY     - Date     Condition        Report By
 BH0879  HISTORY     - 1953     MONUMENTED       USN
 BH0879  HISTORY     - 1968     GOOD             CGS
 BH0879  HISTORY     - 1970     GOOD             USN
 BH0879  HISTORY     - 19880812 POOR             USPSQD
 BH0879
 BH0879                          STATION DESCRIPTION
 BH0879
 BH0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0879'2.0 MI NW FROM GULFPORT.
 BH0879'ABOUT 1.25 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BH0879'THE UNION STATION AT GULFPORT, THENCE ABOUT 0.75 MILE NORTH ALONG
 BH0879'BROAD AVENUE TO GATE NO.3, AT THE U. S. NAVAL CONSTRUCTION BATTALION
 BH0879'CENTER, 31 FEET SOUTHWEST OF THE CENTER LINE OF BROAD AVENUE AND
 BH0879'INSIDE OF RESERVATION, 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BH0879'THE GUARD HOUSE, 22 FEET NORTHWEST OF THE CENTER LINE OF ENGRAM
 BH0879'AVENUE, 6 FEET NORTHWEST OF THE STEEL BOUNDARY FENCE, 1/2 FOOT ABOVE
 BH0879'THE LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST
 BH0879'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 5, T 8 S, R 11
 BH0879'W.
 BH0879
 BH0879                          STATION RECOVERY (1970)
 BH0879
 BH0879'RECOVERY NOTE BY US NAVY 1970
 BH0879'RECOVERED IN GOOD CONDITION.
 BH0879
 BH0879                          STATION RECOVERY (1988)
 BH0879
 BH0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0879'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1230 ***********************************************************************
 BH1230  DESIGNATION -  CC 18
 BH1230  PID         -  BH1230
 BH1230  STATE/COUNTY-  MS/HANCOCK
 BH1230  USGS QUAD   -  LOGTOWN (1993)
 BH1230
 BH1230                         *CURRENT SURVEY CONTROL
 BH1230  ___________________________________________________________________
 BH1230* NAD 83(1986)-  30 18 08.     (N)    089 34 58.     (W)     SCALED    
 BH1230* NAVD 88     -         6.24   (+/-2cm)      20.5    (feet)  VERTCON   
 BH1230  ___________________________________________________________________
 BH1230  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH1230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1230
 BH1230.The horizontal coordinates were scaled from a topographic map and have
 BH1230.an estimated accuracy of +/- 6 seconds.
 BH1230
 BH1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1230.The vertical order pertains to the NGVD 29 superseded value.
 BH1230
 BH1230.The geoid height was determined by GEOID03.
 BH1230
 BH1230;                    North         East    Units  Estimated Accuracy
 BH1230;SPC MS E     -    89,160.      227,910.      MT  (+/- 180 meters Scaled)
 BH1230
 BH1230                          SUPERSEDED SURVEY CONTROL
 BH1230
 BH1230  NGVD 29 (??/??/??)    6.189  (m)           20.31   (f) ADJUSTED    2 0
 BH1230
 BH1230.Superseded values are not recommended for survey control.
 BH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1230.See file dsdata.txt to determine how the superseded data were derived.
 BH1230
 BH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU516551(NAD 83)
 BH1230_MARKER: DB = BENCH MARK DISK
 BH1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1230_SP_SET: CULVERT
 BH1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1230
 BH1230  HISTORY     - Date     Condition        Report By
 BH1230  HISTORY     - UNK      MONUMENTED       CGS
 BH1230  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH1230
 BH1230                          STATION DESCRIPTION
 BH1230
 BH1230'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1230'IN WESTONIA.
 BH1230'THE MARK IS LOCATED 10.5 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE
 BH1230'WEST END OF THE TOLL BRIDGE OVER BAY ST. LOUIS AT BAY ST. LOUIS, TO
 BH1230'THE JUNCTION WITH STATE HIGHWAY 43 TURN RIGHT AND GO WEST ON STATE
 BH1230'HIGHWAY 43 FOR 5 MILES TO THE MARK ON THE RIGHT AT THE NORTH LEG OF A
 BH1230'TRIANGLE FORMED BY ROADS, AT WESTONIA.  IT IS 150 FEET EAST OF THE
 BH1230'NORTH JUNCTION OF STATE HIGHWAY 43 AND STATE HIGHWAY 604, 18 FEET NE
 BH1230'OF THE CENTER OF STATE HIGHWAY 43 AND ABOUT 0.15 MILE NW OF A FIRE
 BH1230'TOWER.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE EAST END OF
 BH1230'THE NE HEADWALL OF AN 18 INCH CONCRETE CULVERT.  (NOTE)  THE HIGHWAY
 BH1230'HAS BEEN CHANGED IN THIS AREA SO THE MARK WAS PROBABLY DESTROYED. THE
 BH1230'MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1528 ***********************************************************************
 BH1528  DESIGNATION -  CC 82 RESET 1978
 BH1528  PID         -  BH1528
 BH1528  STATE/COUNTY-  MS/GEORGE
 BH1528  USGS QUAD   -  BASIN (1982)
 BH1528
 BH1528                         *CURRENT SURVEY CONTROL
 BH1528  ___________________________________________________________________
 BH1528* NAD 83(1986)-  30 48 55.     (N)    088 44 50.     (W)     SCALED    
 BH1528* NAVD 88     -        11.11   (+/-2cm)      36.5    (feet)  VERTCON   
 BH1528  ___________________________________________________________________
 BH1528  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 BH1528  VERT ORDER  -  THIRD (See Below)
 BH1528
 BH1528.The horizontal coordinates were scaled from a topographic map and have
 BH1528.an estimated accuracy of +/- 6 seconds.
 BH1528
 BH1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1528.The vertical order pertains to the NGVD 29 superseded value.
 BH1528
 BH1528.The geoid height was determined by GEOID03.
 BH1528
 BH1528;                    North         East    Units  Estimated Accuracy
 BH1528;SPC MS E     -   145,800.      308,240.      MT  (+/- 180 meters Scaled)
 BH1528
 BH1528                          SUPERSEDED SURVEY CONTROL
 BH1528
 BH1528  NGVD 29 (??/??/??)   11.10   (m)           36.4    (f) RESET       3  
 BH1528
 BH1528.Superseded values are not recommended for survey control.
 BH1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1528.See file dsdata.txt to determine how the superseded data were derived.
 BH1528
 BH1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV328104(NAD 83)
 BH1528_MARKER: DB = BENCH MARK DISK
 BH1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1528_STAMPING: CC 82 RESET 1978
 BH1528_PROJECTION: RECESSED 3 CENTIMETERS
 BH1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1528+STABILITY: SURFACE MOTION
 BH1528
 BH1528  HISTORY     - Date     Condition        Report By
 BH1528  HISTORY     - 1978     MONUMENTED       NGS
 BH1528
 BH1528                          STATION DESCRIPTION
 BH1528
 BH1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BH1528'3.5 MI NE FROM BROOM.
 BH1528'4.7 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF STATE
 BH1528'HIGHWAY 26 IN BENNDALE, TO A PAVED SIDE ROAD ON THE LEFT, THENCE 0.85
 BH1528'MILE SOUTHEAST ALONG PAVED ROAD TO A GRAVEL SIDE ROAD ON LEFT, THENCE
 BH1528'0.55 MILE EAST ALONG GRAVEL ROAD TO MARK ON THE RIGHT, 300 FT. WEST
 BH1528'OF WEST BANK OF PASCAGOULA RIVER, 33 FT. WEST-SOUTHWEST OF A 30 INCH
 BH1528'MAGNOLIA TREE, 22 FT. SOUTH OF THE CENTER OF GRAVEL ROAD AND 0.5 FT.
 BH1528'NORTH OF FENCE AT ANGLE IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0740 ***********************************************************************
 CP0740  DESIGNATION -  CEDAR
 CP0740  PID         -  CP0740
 CP0740  STATE/COUNTY-  MS/WARREN
 CP0740  USGS QUAD   -  YOKENA (1973)
 CP0740
 CP0740                         *CURRENT SURVEY CONTROL
 CP0740  ___________________________________________________________________
 CP0740* NAD 83(1986)-  32 14 56.     (N)    090 55 41.     (W)     SCALED    
 CP0740* NAVD 88     -        31.95   (+/-2cm)     104.8    (feet)  VERTCON   
 CP0740  ___________________________________________________________________
 CP0740  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0740
 CP0740.The horizontal coordinates were scaled from a topographic map and have
 CP0740.an estimated accuracy of +/- 6 seconds.
 CP0740
 CP0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0740.The vertical order pertains to the NGVD 29 superseded value.
 CP0740
 CP0740.The geoid height was determined by GEOID03.
 CP0740
 CP0740;                    North         East    Units  Estimated Accuracy
 CP0740;SPC MS W     -   304,900.      643,960.      MT  (+/- 180 meters Scaled)
 CP0740
 CP0740                          SUPERSEDED SURVEY CONTROL
 CP0740
 CP0740  NGVD 29 (??/??/92)   31.976  (m)          104.91   (f) ADJ UNCH    2 0
 CP0740
 CP0740.Superseded values are not recommended for survey control.
 CP0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0740.See file dsdata.txt to determine how the superseded data were derived.
 CP0740
 CP0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR951699(NAD 83)
 CP0740_MARKER: P = PIPE CAP
 CP0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0740
 CP0740  HISTORY     - Date     Condition        Report By
 CP0740  HISTORY     - UNK      MONUMENTED       DOD
 CP0740  HISTORY     - 1967     GOOD             MSHD
 CP0740
 CP0740                          STATION DESCRIPTION
 CP0740
 CP0740'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0740'7.1 MI S FROM VICKSBURG.
 CP0740'THE MARK IS LOCATED ABOUT 7.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 CP0740'RAILROAD FROM GATE 7 OF THE CITY SEA WALL AT VICKSBURG, 0.1 MILE SOUTH
 CP0740'OF THE OLD STATION SITE AT CEDARS, 68 FEET EAST OF THE CENTER LINE OF
 CP0740'THE TRACK AND 40 FEET NORTH OF THE CENTER LINE OF A CROSSROAD. IT IS A
 CP0740'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP FASTENED ON THE TOP OF A 4
 CP0740'INCH IRON PIPE.  NOTE-- THE MEASUREMENTS PUT THE LOCATION OF THE MARK
 CP0740'IN A ROAD PARALLELING THE EAST SIDE OF THE TRACK AND WAS PROBABLY
 CP0740'DESTROYED WHEN THIS ROAD WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2361 ***********************************************************************
 BW2361  DESIGNATION -  CEDAR
 BW2361  PID         -  BW2361
 BW2361  STATE/COUNTY-  MS/LINCOLN
 BW2361  USGS QUAD   -  CASEYVILLE (1972)
 BW2361
 BW2361                         *CURRENT SURVEY CONTROL
 BW2361  ___________________________________________________________________
 BW2361* NAD 83(1993)-  31 37 42.64699(N)    090 38 09.33869(W)     ADJUSTED  
 BW2361* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BW2361  ___________________________________________________________________
 BW2361  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2361  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2361  HORZ ORDER  -  FIRST
 BW2361
 BW2361.The horizontal coordinates were established by classical geodetic methods
 BW2361.and adjusted by the National Geodetic Survey in May 1994.
 BW2361
 BW2361.The orthometric height was scaled from a topographic map.
 BW2361
 BW2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2361
 BW2361.The geoid height was determined by GEOID03.
 BW2361
 BW2361;                    North         East     Units Scale Factor Converg.
 BW2361;SPC MS W     -   235,999.314   671,293.627   MT  0.99996016   -0 09 31.3
 BW2361;SPC MS W     -   774,274.42  2,202,402.51   sFT  0.99996016   -0 09 31.3
 BW2361;UTM  15      - 3,501,687.055   724,223.755   MT  1.00022013   +1 14 24.9
 BW2361
 BW2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2361!SPC MS W     -   0.99998225  x   0.99996016  =   0.99994241
 BW2361!UTM  15      -   0.99998225  x   1.00022013  =   1.00020238
 BW2361
 BW2361:                Primary Azimuth Mark                     Grid Az
 BW2361:SPC MS W     -  STAR                                     061 21 08.5
 BW2361:UTM  15      -  STAR                                     059 57 12.3
 BW2361
 BW2361|---------------------------------------------------------------------|
 BW2361| PID    Reference Object                     Distance      Geod. Az  |
 BW2361|                                                           dddmmss.s |
 BW2361| BW2351 STAR                                APPROX. 7.5 KM 0611137.2 |
 BW2361| CY4004 CEDAR RM 1                           23.988 METERS 11332     |
 BW2361| CY4003 CEDAR AZ MK                                        2831117.9 |
 BW2361| CY4005 CEDAR RM 2                           25.512 METERS 34652     |
 BW2361|---------------------------------------------------------------------|
 BW2361
 BW2361                          SUPERSEDED SURVEY CONTROL
 BW2361
 BW2361  NAD 83(1986)-  31 37 42.66265(N)    090 38 09.33526(W) AD(       ) 1
 BW2361  NAD 27      -  31 37 42.05500(N)    090 38 08.97800(W) AD(       ) 1
 BW2361
 BW2361.Superseded values are not recommended for survey control.
 BW2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2361.See file dsdata.txt to determine how the superseded data were derived.
 BW2361
 BW2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR2422401687(NAD 83)
 BW2361_MARKER: DS = TRIANGULATION STATION DISK
 BW2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2361
 BW2361  HISTORY     - Date     Condition        Report By
 BW2361  HISTORY     - 1947     MONUMENTED       CGS
 BW2361  HISTORY     - 1956     GOOD             CGS
 BW2361  HISTORY     - 1968     GOOD             MSHD
 BW2361  HISTORY     - 1970     GOOD             MSSU
 BW2361  HISTORY     - 1971     GOOD             NGS
 BW2361
 BW2361                          STATION DESCRIPTION
 BW2361
 BW2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2361'THE STATION IS ABOUT 11 MILES WEST-NORTHWEST OF BROOKHAVEN
 BW2361'AND ABOUT 3 MILES SOUTH-SOUTHEAST OF CASEYVILLE.  THE MARK IS
 BW2361'79 FEET WEST OF THE WEST SIDE OF A SMALL BARN.  60 FEET SOUTHEAST
 BW2361'OF THE SOUTHEAST CORNER OF A SMALL FARM HOUSE BELONGING TO
 BW2361'MINNIE DERR OF NEW ORLEANS, 38 FEET NORTH OF THE APPROXIMATE
 BW2361'CENTERLINE OF A GRAVELED ROAD, AND 7 FEET WEST OF A WHITE
 BW2361'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 BW2361'STAMPED CEDAR 1947.
 BW2361'
 BW2361'REFERENCE MARK NO. 1 IS 78.70 FEET SOUTHEAST OF THE STATION,
 BW2361'20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 BW2361'ROAD, AND 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE SMALL
 BW2361'BARN.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 BW2361'CEDAR 1947 NO 1.
 BW2361'
 BW2361'REFERENCE MARK NO. 2 IS 83.70 FEET NORTH-NORTHWEST OF THE
 BW2361'STATION, 115 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 BW2361'THE GRAVELED ROAD, AND 12 FEET NORTHEAST OF THE NORTHEAST
 BW2361'CORNER OF THE FARM HOUSE.  THE MARK PROJECTS 10 INCHES AND
 BW2361'THE DISK IS STAMPED CEDAR 1947 NO 2.
 BW2361'
 BW2361'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 26 FEET
 BW2361'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 14 FEET
 BW2361'NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD,
 BW2361'AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2361'12 INCHES AND THE DISK IS STAMPED CEDAR AZIMUTH 1947.
 BW2361'
 BW2361'TO REACH FROM THE POST OFFICE IN BROOKHAVEN, GO NORTH FOR
 BW2361'0.3 MILE AND TURN LEFT JUST BEFORE REACHING THE KINGS DAUGHTERS
 BW2361'HOSPITAL, GO 0.5 MILE TO A ROAD FORK, KEEP RIGHT AND GO
 BW2361'WESTERLY ON GRAVELED ROAD FOR 7.6 MILES TO A RED BRICK SCHOOL
 BW2361'ON RIGHT.  CONTINUE WEST FOR 2.9 MILES TO A SIDE ROAD LEFT
 BW2361'AT AN OLD SERVICE STATION BUILDING, TURN LEFT AND GO 2.0
 BW2361'MILES TO A Y-INTERSECTION, KEEP RIGHT AND GO WEST ON THE
 BW2361'MAIN ROAD FOR 2.0 MILES TO STATION ON THE RIGHT.
 BW2361'
 BW2361'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2361
 BW2361                          STATION RECOVERY (1956)
 BW2361
 BW2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2361'THE STATION WAS VISITED 8-27-56 AND ALL MARKS WERE FOUND
 BW2361'IN GOOD CONDITION.  THE HOUSE AND BARN MENTIONED IN THE
 BW2361'ORIGINAL DESCRIPTION HAS BEEN TORN DOWN AND THE AREA IN WHICH
 BW2361'THE MARK IS LOCATED IS NOW AN OPEN AREA GROWN OVER WITH
 BW2361'WEEDS AND BRUSH.
 BW2361'
 BW2361'A NEW DESCRIPTION FOLLOWS--
 BW2361'
 BW2361'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF
 BW2361'BROOKHAVEN AND ABOUT 3 MILES SOUTH-SOUTHEAST OF CASEYVILLE,
 BW2361'ON THE TOP OF A SMALL HILL, 0.1 MILE EAST OF THE SMALL HOUSE
 BW2361'OWNED BY MR. SMITH, AND ON LAND OWNED BY MINNIE DERR OF
 BW2361'NEW ORLEANS.  IT IS 38 FEET NORTH OF THE CENTER OF A GRAVELED
 BW2361'ROAD, 61 FEET EAST OF A LONE CEDAR TREE, 61 FEET NORTH OF
 BW2361'TELEPHONE POLE NO. 66 AND 41 FEET EAST OF THE CENTER OF THE
 BW2361'OLD DRIVEWAY.  IT IS A STANDARD DISK, STAMPED CEDAR 1947,
 BW2361'PROJECTING 6 INCHES.
 BW2361'
 BW2361'REFERENCE MARK NO. 1 IS 78.70 FEET SOUTHEAST OF THE STATION,
 BW2361'19 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 75
 BW2361'FEET NORTHEAST OF TELEPHONE POLE NO. 66.  IT IS A STANDARD
 BW2361'DISK, STAMPED CEDAR NO 1 1947, PROJECTING 8 INCHES.
 BW2361'
 BW2361'REFERENCE MARK NO. 2 IS 83.70 FEET NORTH-NORTHWEST OF THE
 BW2361'STATION, 115 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 BW2361'54 FEET NORTH-NORTHEAST OF THE LONE CEDAR TREE.  IT IS A STANDARD
 BW2361'DISK, STAMPED CEDAR NO 2 1947, PROJECTING 4 INCHES.
 BW2361'
 BW2361'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 19 FEET
 BW2361'NORTH OF THE CENTER OF THE GRAVELED ROAD, 27 FEET SOUTHWEST
 BW2361'OF THE SOUTHWEST CORNER OF AN OLD TENANT HOUSE, 5 FEET EAST
 BW2361'OF A FENCE CORNER AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BW2361'ROAD.  IT IS A STANDARD DISK, STAMPED CEDAR AZIMUTH 1947,
 BW2361'PROJECTING 6 INCHES.
 BW2361'
 BW2361'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN GO
 BW2361'NORTH 1 BLOCK TO THE STOP LIGHT, TURN LEFT AND GO 0.3 MILE
 BW2361'TO A STOP LIGHT IN A FORK, TAKE RIGHT FORK AND GO 1 BLOCK,
 BW2361'TURN LEFT AND GO 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BW2361'51 AND A RAILROAD TRACK, CROSS U.S. HIGHWAY 51 AND TRACKS
 BW2361'AND GO NORTHWEST ON STATE HIGHWAY 550 FOR 10.05 MILES TO A
 BW2361'SIDE ROAD LEFT, TURN LEFT AND GO 2.0 MILES TO A T-INTERSECTION,
 BW2361'TURN RIGHT AND GO 0.3 TO A FORK, TAKE RIGHT FORK AND GO 0.5
 BW2361'MILE TO A CROSSROAD JUST AFTER CROSSING A BRIDGE, CONTINUE
 BW2361'STRAIGHT AHEAD FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 BW2361'
 BW2361'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 BW2361'ROAD FOR 0.3 MILE TO THE TOP OF A SMALL HILL AND THE AZIMUTH
 BW2361'ON THE RIGHT.
 BW2361
 BW2361                          STATION RECOVERY (1968)
 BW2361
 BW2361'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2361'THE STATION WAS VISITED 1-11-68 AND THE STATION MARK, REFERENCE
 BW2361'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2361'AZIMUTH MARK WAS NOT FOUND.  IT COULD HAVE BEEN DESTROYED
 BW2361'WHEN THE ROAD WAS WIDENED.
 BW2361'
 BW2361'THE STATION IS LOCATED 12 MILES NORTHWEST OF BROOKHAVEN ON
 BW2361'A PLOT OF LAND IN BETWEEN THE OLD AND THE NEW ROAD.  IT IS
 BW2361'40 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 7 FEET SOUTH
 BW2361'OF THE EDGE OF THE BANK, 39 FEET NORTH OF THE CENTER OF THE
 BW2361'OLD ROAD, 61 FEET NORTHWEST OF TELEPHONE LINE POLE NO. 66
 BW2361'AND 1 FOOT EAST OF A METAL WITNESS POST.
 BW2361'
 BW2361'REFERENCE MARK NO. 1 IS 78.70 FEET SOUTHEAST OF THE STATION.
 BW2361'IT IS 66 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 23.5
 BW2361'FEET SOUTH OF THE EDGE OF THE BANK, 18 FEET NORTH OF THE
 BW2361'CENTER OF THE OLD ROAD, 75 FEET NORTHEAST OF TELEPHONE LINE
 BW2361'POLE NO. 66 AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BW2361'A STANDARD DISK, STAMPED CEDAR 1947 NO. 1 PROJECTING 10 INCHES.
 BW2361'
 BW2361'REFERENCE MARK NO. 2 IS 83.70 FEET NORTH NORTHWEST OF THE
 BW2361'STATION.  IT IS 36 FEET NORTH OF THE CENTER OF THE BLACKTOP
 BW2361'ROAD, 5 FEET NORTH OF THE EDGE OF THE BANK, 146 FEET EAST
 BW2361'OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE AND 1 FOOT EAST
 BW2361'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 BW2361'DISK STAMPED CEDAR 1947 NO 2 PROJECTING 8 INCHES.
 BW2361'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 145.4
 BW2361'FEET.
 BW2361'
 BW2361'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW2361'HOSPITAL ON THE WEST SIDE OF BROOKHAVEN GO SOUTHWEST ON U.S.
 BW2361'HIGHWAY 51 FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 BW2361'HIGHWAY 550.  TURN RIGHT (NORTHWEST) AND CONTINUE ON MISSISSIPPI
 BW2361'HIGHWAY 550 FOR 7.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 BW2361'AND CONTINUE SOUTH AND WEST ON A BLACKTOP ROAD FOR 3.5 MILES
 BW2361'TO A CROSSROADS NEAR A HIGH POWER LINE CROSSING.  CONTINUE
 BW2361'WEST ON A BLACKTOP ROAD FOR 1.1 MILES TO THE MARK ON THE
 BW2361'LEFT AS DESCRIBED.
 BW2361'
 BW2361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 BW2361'NORTHWEST OF BROOKHAVEN
 BW2361
 BW2361                          STATION RECOVERY (1970)
 BW2361
 BW2361'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2361'STATION AND BOTH R.M.S FOUND IN GOOD CONDITION AS DESCRIBED
 BW2361'BY MSHD IN 68
 BW2361'
 BW2361'THE AZIMUTH MARK CONCRETE POST WAS FOUND UPROOTED WITH THE
 BW2361'TOP 6 IN CRUSHED AND THE DISK MISSING
 BW2361
 BW2361                          STATION RECOVERY (1971)
 BW2361
 BW2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BW2361'THE STATION WAS VISITED 9-30-71 AND THE STATION AND REFERENCE
 BW2361'MARKS WERE FOUND IN GOOD CONDITION.  THE 1968 DESCRIPTION BY
 BW2361'THE MISSISSIPPI HIGHWAY DEPARTMENT IS ADEQUATE.  THE AZIMUTH
 BW2361'MARK IS DESTROYED AS REPORTED ON MAY 31, 1970.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1759 ***********************************************************************
 DK1759  DESIGNATION -  CEDAR
 DK1759  PID         -  DK1759
 DK1759  STATE/COUNTY-  MS/LEFLORE
 DK1759  USGS QUAD   -  GREENWOOD (1982)
 DK1759
 DK1759                         *CURRENT SURVEY CONTROL
 DK1759  ___________________________________________________________________
 DK1759* NAD 83(1993)-  33 33 09.52959(N)    090 12 41.19339(W)     ADJUSTED  
 DK1759* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 DK1759  ___________________________________________________________________
 DK1759  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DK1759  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1759  HORZ ORDER  -  SECOND
 DK1759
 DK1759.The horizontal coordinates were established by classical geodetic methods
 DK1759.and adjusted by the National Geodetic Survey in May 1994.
 DK1759
 DK1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1759
 DK1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1759
 DK1759.The geoid height was determined by GEOID03.
 DK1759
 DK1759;                    North         East     Units Scale Factor Converg.
 DK1759;SPC MS W     -   449,336.706   711,318.972   MT  0.99995158   +0 04 02.5
 DK1759;SPC MS W     - 1,474,198.84  2,333,718.99   sFT  0.99995158   +0 04 02.5
 DK1759;UTM  15      - 3,716,040.006   758,899.368   MT  1.00042645   +1 32 31.6
 DK1759
 DK1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1759!SPC MS W     -   0.99999786  x   0.99995158  =   0.99994944
 DK1759!UTM  15      -   0.99999786  x   1.00042645  =   1.00042431
 DK1759
 DK1759:                Primary Azimuth Mark                     Grid Az
 DK1759:SPC MS W     -  GREENWOOD RAD WABG CEN MAST              063 37 03.8
 DK1759:UTM  15      -  GREENWOOD RAD WABG CEN MAST              062 08 34.7
 DK1759
 DK1759|---------------------------------------------------------------------|
 DK1759| PID    Reference Object                     Distance      Geod. Az  |
 DK1759|                                                           dddmmss.s |
 DK1759| DK1766 GREENWOOD RAD WABG CEN MAST         APPROX. 0.6 KM 0634106.3 |
 DK1759| CY5406 CEDAR RM 1                           31.175 METERS 07234     |
 DK1759| DK1765 GREENWOOD YAZOO V OIL MILL TK       APPROX. 4.0 KM 1734004.8 |
 DK1759| CY5405 CEDAR AZ MK                                        2244737.7 |
 DK1759| DK1774 GREENWOOD TV STATION WABG MAST      APPROX. 6.2 KM 2420816.7 |
 DK1759| CY5407 CEDAR RM 2                           23.073 METERS 27045     |
 DK1759|---------------------------------------------------------------------|
 DK1759
 DK1759                          SUPERSEDED SURVEY CONTROL
 DK1759
 DK1759  NAD 83(1986)-  33 33 09.54063(N)    090 12 41.19026(W) AD(       ) 2
 DK1759  NAD 27      -  33 33 09.11490(N)    090 12 40.88740(W) AD(       ) 2
 DK1759  NGVD 29 (07/19/86)   40.1    (m)          132.     (f) VERT ANG    3  
 DK1759
 DK1759.Superseded values are not recommended for survey control.
 DK1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1759.See file dsdata.txt to determine how the superseded data were derived.
 DK1759
 DK1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5889916040(NAD 83)
 DK1759_MARKER: DD = SURVEY DISK
 DK1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1759
 DK1759  HISTORY     - Date     Condition        Report By
 DK1759  HISTORY     - 1961     MONUMENTED       MSHD
 DK1759  HISTORY     - 1967     GOOD             MSHD
 DK1759  HISTORY     - 19811001 GOOD             MSSU
 DK1759  HISTORY     - 1986     POOR             MSU
 DK1759
 DK1759                          STATION DESCRIPTION
 DK1759
 DK1759'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 DK1759'STATION IS ABOUT 2.8 MILES NORTH OF GREENWOOD NEAR THE MASTS
 DK1759'OF RADIO STATION WABG.
 DK1759'
 DK1759'TO REACH FROM THE LEFLORE COUNTY COURT HOUSE IN GREENWOOD,
 DK1759'GO NORTH ACROSS THE YALOBUSHA RIVER BRIDGE ON GRAND BOULEVARD
 DK1759'FOR 1.4 MILES TO THE TALLAHATCHIE RIVER BRIDGE, CONTINUE
 DK1759'NORTH ON AN ASPHALT ROAD FOR 1.4 MILES TO THE MASTS ON THE
 DK1759'RIGHT AND A GRAVEL ROAD LEFT, TURN LEFT, SOUTHWEST, FOR
 DK1759'0.3 MILE TO A LARGE BARN, AND ROW OF CEDAR TREES ON RIGHT
 DK1759'AND STATION AS DESCRIBED.  (AZIMUTH MARK IS REACHED FROM
 DK1759'THIS POINT BY CONTINUING SOUTHWEST ON GRAVEL ROAD FOR 1
 DK1759'MILE TO AN ASPHALT ROAD, TURN RIGHT, WEST FOR 0.5 MILE TO
 DK1759'THE L.W. WADE PLANTATION STORE AND THE MARK ON THE RIGHT.)
 DK1759'
 DK1759'ALL MARKS ARE MSHD-USC AND GS BRONZE DISKS SET IN THE TOP
 DK1759'OF 11-INCH SQUARE CONCRETE POSTS.
 DK1759'
 DK1759'STATION MARKS ARE STAMPED STA CEDAR 1961, AND THE SURFACE
 DK1759'MARK IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 101 FEET
 DK1759'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 81.8
 DK1759'FEET EAST OF A POWERLINE POLE, 72.8 FEET SOUTHEAST OF A
 DK1759'LIGHT POLE, 44 FEET WEST OF THE APPROXIMATE CENTER OF THE
 DK1759'GRAVEL ROAD, 15 FEET NORTH OF THE APPROXIMATE CENTER OF
 DK1759'A FIELD ROAD, AND 14 FEET EAST OF THE MOST EASTERLY ONE
 DK1759'IN THE ROW OF CEDAR TREES.  THE UNDERGROUND MARK IS SET
 DK1759'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 DK1759'SURFACE.
 DK1759'
 DK1759'REFERENCE MARK NO. 1, STAMPED CEDAR R.M. 1 1961, IS FLUSH
 DK1759'WITH THE GROUND SURFACE.  IT IS 145 FEET EAST-NORTHEAST
 DK1759'OF THE SOUTHEAST CORNER OF THE BARN, 19 FEET WEST OF THE
 DK1759'APPROXIMATE CENTER OF THE GRAVEL ROAD, AND 7 FEET SOUTHWEST
 DK1759'OF A FENCE CORNER.
 DK1759'
 DK1759'REFERENCE MARK NO. 2, STAMPED CEDAR R.M. 2 1961, IS FLUSH
 DK1759'WITH THE GROUND SURFACE.  IT IS 104.6 FEET SOUTH OF THE
 DK1759'SOUTHEAST CORNER OF THE BARN, 64 FEET SOUTH OF THE ROW OF
 DK1759'CEDAR TREES, 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 DK1759'THE FIELD ROAD, AND 6.8 FEET EAST OF THE POWERLINE POLE.
 DK1759'
 DK1759'AZIMUTH MARK IS STAMPED CEDAR AZ 1961 AND FLUSH WITH THE
 DK1759'GROUND SURFACE.  IT IS 95 FEET NORTH OF THE APPROXIMATE
 DK1759'CENTER OF THE ASPHALT ROAD, 70.8 FEET SOUTH OF A POWERLINE
 DK1759'POLE, 68.4 FEET SOUTHWEST OF A POWERLINE POLE AND 4.3 FEET
 DK1759'EAST OF THE EAST EDGE OF THE L.W. WADE PLANTATION STORE.
 DK1759'
 DK1759'HEIGHT OF LIGHT ABOVE STATION 5.04 FT.
 DK1759
 DK1759                          STATION RECOVERY (1967)
 DK1759
 DK1759'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1759'THE STATION WAS VISITED 11-7-67 AND THE STATION MARK, REFERENCE
 DK1759'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1759'CONDITION.
 DK1759'
 DK1759'THE STATION IS LOCATED 3.2 MILES NORTHWEST OF GREENWOOD
 DK1759'IN THE NORTHEAST 1/4 OF SECTION 32, T 20 N, R 1 E, AND ON PROPERTY
 DK1759'OWNED BY MR. O.F. BLEDSOE.  IT IS 47 FEET NORTH OF THE CENTER
 DK1759'OF A T INTERSECTION, 81.5 FEET EAST OF A POWER POLE, 21
 DK1759'FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 13 FEET SOUTHEAST
 DK1759'OF THE MOST EASTERN OF A ROW OF CEDARS, 42 FEET NORTHWEST
 DK1759'OF THE CENTER OF A GRAVEL ROAD, 101 FEET SOUTH SOUTHEAST
 DK1759'OF THE SOUTHEAST CORNER OF A LARGE BARN.
 DK1759'
 DK1759'IT IS A STANDARD TRIANGULATION DISK, STAMPED STA CEDAR 1961
 DK1759'4 INCHES BELOW THE GROUND.
 DK1759'
 DK1759'REFERENCE MARK NO. 1 IS 75.70 FEET WEST OF THE STATION.  IT
 DK1759'IS 20 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 111
 DK1759'FEET EAST NORTHEAST OF THE CENTER OF A T INTERSECTION, 129.5
 DK1759'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN,
 DK1759'145 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN.
 DK1759'IT IS A STANDARD DISK, STAMPED CEDAR RM 1 1961 2 INCHES
 DK1759'BELOW THE GROUND.
 DK1759'
 DK1759'REFERENCE MARK NO. 2 IS 102.28 FEET EAST NORTHEAST OF THE
 DK1759'STATION.  IT IS 104.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 DK1759'OF A LARGE BARN, 65.5 FEET WEST SOUTHWEST OF THE MOST EASTERN
 DK1759'OF A GROUP OF CEDARS, 32 FEET SOUTHWEST OF THE CENTER OF
 DK1759'A DIRT ROAD, 6.5 FEET EAST SOUTHEAST OF A POWER POLE, 14
 DK1759'FEET NORTHEAST OF THE NORTHEAST BANK OF A DITCH.  IT IS
 DK1759'A STANDARD REFERENCE MARK DISK STAMPED CEDAR RM 2 1961 FLUSH
 DK1759'WITH THE GROUND.
 DK1759'
 DK1759'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 175.80
 DK1759'FEET.
 DK1759'
 DK1759'THE AZIMUTH MARK IS 1 MILE SOUTHWEST OF THE STATION.  IT
 DK1759'IS 4 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF A SIDE
 DK1759'PORCH OF THE LUTHER WADE OFFICE, 4 FEET EAST OF THE EAST
 DK1759'WALL OF THE BUILDING, 98.5 FEET SOUTH OF A POWER POLE WITH
 DK1759'A TRANSFORMER, 69 FEET SOUTHWEST OF A POWER POLE, 56 FEET
 DK1759'WEST OF A T FENCE CORNER AND 93 FEET NORTH OF THE CENTER
 DK1759'OF THE BLACKTOP ROAD.  IT IS A STANDARD AZIMUTH MARK DISK,
 DK1759'STAMPED CEDAR AZ 1961, 1 INCH BELOW THE GROUND.
 DK1759'THE AZIMUTH WILL SEE THE STATION.
 DK1759'
 DK1759'TO REACH THE STATION FROM THE EAST SIDE OF THE LEFLORE COUNTY
 DK1759'COURTHOUSE IN GREENWOOD, GO NORTHWEST ON FULTON STREET (WHICH
 DK1759'BECOMES GRAND BOULEVARD AFTER CROSSING THE YAZOO RIVER)
 DK1759'FOR 1.45 MILES TO THE BRIDGE OVER THE TALLAHATCHIE RIVER.
 DK1759'CONTINUE NORTHWEST ON A BLACKTOP ROAD FOR 1.4 MILES TO A
 DK1759'SIDE ROAD LEFT JUST PAST A GROUP OF RADIO MASTS.  TURN LEFT
 DK1759'AND CONTINUE SOUTH AND WEST ON A BLACKTOP ROAD FOR 0.35
 DK1759'MILE TO A ROW OF CEDARS AND THE STATION ON THE RIGHT AS
 DK1759'DESCRIBED.  TO REACH THE AZIMUTH CONTINUE SOUTHWEST ON AN
 DK1759'ALL WEATHER ROAD FOR 0.8 MILE TO A T INTERSECTION.  TURN
 DK1759'RIGHT (NORTHWEST) ON A BLACKTOP ROAD FOR 0.5 MILE TO THE
 DK1759'L.W. WADE PLANTATION OFFICE AND THE MARK ON THE RIGHT AS
 DK1759'DESCRIBED.
 DK1759'
 DK1759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES
 DK1759'NORTHWEST OF GREENWOOD
 DK1759
 DK1759                          STATION RECOVERY (1981)
 DK1759
 DK1759'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK1759'RECOVERED IN GOOD CONDITION.
 DK1759
 DK1759                          STATION RECOVERY (1986)
 DK1759
 DK1759'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (DB)
 DK1759'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2404 ***********************************************************************
 BH2404  DESIGNATION -  CEDAR
 BH2404  PID         -  BH2404
 BH2404  STATE/COUNTY-  MS/HARRISON
 BH2404  USGS QUAD   -  BILOXI (1992)
 BH2404
 BH2404                         *CURRENT SURVEY CONTROL
 BH2404  ___________________________________________________________________
 BH2404* NAD 83(1993)-  30 29 09.64410(N)    088 56 20.70418(W)     ADJUSTED  
 BH2404* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BH2404  ___________________________________________________________________
 BH2404  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BH2404  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH2404  HORZ ORDER  -  SECOND
 BH2404
 BH2404.The horizontal coordinates were established by classical geodetic methods
 BH2404.and adjusted by the National Geodetic Survey in May 1994.
 BH2404
 BH2404.The orthometric height was scaled from a topographic map.
 BH2404
 BH2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2404
 BH2404.The geoid height was determined by GEOID03.
 BH2404
 BH2404;                    North         East     Units Scale Factor Converg.
 BH2404;SPC MS E     -   109,301.052   289,847.054   MT  0.99995127   -0 03 13.1
 BH2404;SPC MS E     -   358,598.53    950,939.88   sFT  0.99995127   -0 03 13.1
 BH2404;UTM  16      - 3,374,239.636   313,880.439   MT  1.00002736   -0 59 02.5
 BH2404
 BH2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2404!SPC MS E     -   1.00000227  x   0.99995127  =   0.99995354
 BH2404!UTM  16      -   1.00000227  x   1.00002736  =   1.00002963
 BH2404
 BH2404|---------------------------------------------------------------------|
 BH2404| PID    Reference Object                     Distance      Geod. Az  |
 BH2404|                                                           dddmmss.s |
 BH2404| DD7666 CEDAR RM 1                           27.167 METERS 02305     |
 BH2404| DD7668 CEDAR RM 3                           19.178 METERS 09818     |
 BH2404| BH2414 RNG KEESLER BIX                     APPROX. 6.0 KM 1284615.8 |
 BH2404| BH2420 BILOXI KEESLER FIELD EAST TK        APPROX. 9.1 KM 1583823.4 |
 BH2404| BH2419 KEESLER FIELD HOSP PENTHOUSE        APPROX. 8.6 KM 1611058.2 |
 BH2404| BH2415 KEESLER FIELD WEATHER TOWER         APPROX. 8.8 KM 1682756.7 |
 BH2404| BH2426 BILOXI KEESLER FIELD WEST TK        APPROX. 9.6 KM 1721856.6 |
 BH2404| BH2422 KEESLER FIELD AN CPS 6B TOWER       APPROX. 9.0 KM 1925600.9 |
 BH2404| DD7667 CEDAR RM 2                           25.244 METERS 29836     |
 BH2404| DD7665 CEDAR AZ MK                                        3271731.1 |
 BH2404|---------------------------------------------------------------------|
 BH2404
 BH2404                          SUPERSEDED SURVEY CONTROL
 BH2404
 BH2404  NAD 83(1993)-  30 29 09.66056(N)    088 56 20.69673(W) AD(       ) 2
 BH2404  NAD 83(1986)-  30 29 09.66316(N)    088 56 20.69553(W) AD(       ) 2
 BH2404  NAD 27      -  30 29 08.95300(N)    088 56 20.58100(W) AD(       ) 2
 BH2404
 BH2404.Superseded values are not recommended for survey control.
 BH2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2404.See file dsdata.txt to determine how the superseded data were derived.
 BH2404
 BH2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1388074240(NAD 83)
 BH2404_MARKER: DS = TRIANGULATION STATION DISK
 BH2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2404
 BH2404  HISTORY     - Date     Condition        Report By
 BH2404  HISTORY     - 1958     MONUMENTED       CGS
 BH2404  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BH2404  HISTORY     - 19810301 GOOD             MSSU
 BH2404
 BH2404                          STATION DESCRIPTION
 BH2404
 BH2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2404'STATION IS LOCATED ABOUT 6 MILES NORTH AND 2-1/2 MILES WEST OF
 BH2404'BILOXI, ABOUT 1-1/4 MILES NORTH OF THE VILLAGE OF CEDAR LAKE,
 BH2404'ON PROPERTY OWNED BY MR. JOSEPH KROHAN, IN THE NORTHEAST 1/4 OF
 BH2404'SECTION 36, R 10 W, T 6 S.
 BH2404'
 BH2404'REACHED FROM THE TRAFFIC LIGHT IN SEYMOUR, ABOUT 2 MILES NORTH OF
 BH2404'BILOXI, BY GOING NORTH AND NORTHWESTERLY ON STATE HIGHWAY 55 AND
 BH2404'57 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAYS 55 AND 57,
 BH2404'CONTINUE NORTHWESTERLY ON HIGHWAY 55 FOR 1.45 MILES TO CROSSROADS,
 BH2404'JUST NORTH OF CEDAR LAKE STORE, TURN RIGHT, NORTH, FOR 1.2 MILES TO A
 BH2404'POINT WHERE MAIN ROAD TURNS LEFT AND PRIVATE DRIVEWAY LEADS
 BH2404'STRAIGHT AHEAD AND STATION.  TO REACH THE AZIMUTH MARK FROM THE
 BH2404'STATION GO WEST, NORTH AND WEST ON GRADED DIRT ROAD FOR 0.45 MILE
 BH2404'TO THE MARK ON THE LEFT.
 BH2404'
 BH2404'STATION MARKS ARE STANDARD DISKS, STAMPED CEDAR 1958.  THE SURFACE
 BH2404'MARK IS SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST
 BH2404'PROJECTING 3 INCHES.  IT IS 129 FEET SOUTH OF THE WEST GATE POST OF A
 BH2404'WIRE GATE, 60 FEET NORTH OF THE CENTER OF A GRADED ROAD, 43 FEET
 BH2404'EAST-SOUTHEAST OF A 10-INCH PINE TREE AND 35 FEET WEST OF THE CENTER
 BH2404'OF A DRIVEWAY.  A WHITE WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE
 BH2404'MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 BH2404'32 INCHES BELOW THE GROUND SURFACE.
 BH2404'
 BH2404'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1958, SET IN
 BH2404'THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 BH2404'INCHES.  IT IS 46 FEET SOUTH OF THE EAST GATE POST OF A WIRE GATE, 19
 BH2404'FEET EAST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A
 BH2404'NORTH-SOUTH WIRE FENCE.
 BH2404'
 BH2404'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1958, SET IN
 BH2404'THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 BH2404'INCHES.  IT IS 118 FEET WEST OF THE CENTER OF THE DRIVEWAY, 42 FEET
 BH2404'NORTH OF THE CENTER OF THE GRADED DIRT ROAD AND 39 FEET WEST OF
 BH2404'THE 10-INCH PINE TREE.
 BH2404'
 BH2404'AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1958, SET IN THE TOP
 BH2404'OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 2 INCHES.  IT IS
 BH2404'22 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD, 4 FEET NORTHEAST
 BH2404'OF A 10-INCH PINE TREE, AND 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY
 BH2404'FENCE.  A WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 BH2404'
 BH2404'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2404
 BH2404                          STATION RECOVERY (1972)
 BH2404
 BH2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2404'REPLACED OVER THE CENTER OF THE UNDERGROUND DISK.  RM NO 2 WAS FOUND
 BH2404'DESTROYED.  RM NO 3 WAS ESTABLISHED AT THIS DATE.  RM NO 1 AND THE
 BH2404'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK
 BH2404'WAS OBSTRUCTED FROM THE STATION BY BRUSH.  MR. KROHN WHO
 BH2404'OWNED THE LAND, STATES THAT A STORE WILL BE BUILT ON THE SITE BUT
 BH2404'WILL NOT DISTURB THE STATION OTHER THAN PAVING AROUND IT IN THE
 BH2404'PARKING LOT.  A NEW DESCRIPTION FOLLOWS-
 BH2404'
 BH2404'THE STATION IS LOCATED 6.5 MILES NORTHWEST OF BILOXI, 1.1 MILES NORTH
 BH2404'OF THE COMMUNITY OF CEDAR LODGE IN THE NORTHEAST 1/4 OF
 BH2404'SECTION 36, T 6S, R 10W, ON PROPERTY OWNED BY MR. KROHN.  IT IS 75
 BH2404'FEET EAST-NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 37
 BH2404'FEET WEST OF THE CENTER OF A DRIVEWAY, 67.5 FEET NORTHWEST OF THE
 BH2404'NORTHWEST CORNER OF A CATTLE GUARD, 152 FEET SOUTHWEST OF A 24 INCH
 BH2404'PECAN AT THE SOUTHWEST CORNER OF AN ORCHARD AND 1 FOOT NORTH OF A
 BH2404'METAL WITNESS POST.
 BH2404'
 BH2404'IT IS A TRIANGULATION DISK, STAMPED CEDAR 1958 FLUSH.
 BH2404'
 BH2404'REFERENCE MARK NO 1 IS 89.13 FEET NORTH-NORTHEAST OF THE STATION.  IT
 BH2404'IS 15 FEET EAST OF THE CENTER OF A DRIVEWAY, 68 FEET SOUTHWEST OF
 BH2404'A 24 INCH PECAN AT THE SOUTHWEST CORNER OF AN ORCHARD, 135 FEET NORTH
 BH2404'OF THE NORTHEAST CORNER OF A CATTLE GUARD ACROSS A DRIVEWAY, AND
 BH2404'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BH2404'STAMPED CEDAR NO 1 1958 PROJECTING 6 INCHES.
 BH2404'
 BH2404'REFERENCE MARK NO 3 IS 62.92 FEET EAST OF THE STATION AT THE SOUTH
 BH2404'END OF A GARDEN.  IT IS 43 FEET NORTH OF THE NORTHEAST
 BH2404'CORNER OF A CATTLE GUARD, 118 FEET NORTHEAST OF THE CENTERLINE OF THE
 BH2404'MAIN ROAD, 22 FEET EAST OF THE CENTER OF THE DRIVEWAY, 1
 BH2404'FOOT EAST OF A METAL WITNESS POST.  A REFERENCE MARK DISK, STAMPED
 BH2404'CEDAR 1958 NO 3 1972 PROJECTS 4 INCHES.
 BH2404'
 BH2404'THE AZIMUTH MARK IS 0.45 MILES NORTHWEST OF THE STATION.  IT IS 27
 BH2404'FEET SOUTHWEST OF THE CENTERLINE OF THE BLACK TOP ROAD, 1 FOOT
 BH2404'SOUTHWEST OF A METAL WITNESS POST, 2.5 FEET NORTHEAST OF A FENCE
 BH2404'LINE, 62 FEET WEST-SOUTHWEST OF A TELEPHONE POLE NO 25, 4.5
 BH2404'FEET NORTHEAST OF AN 18 INCH PINE TREE, 4.5 FEET EAST OF A FENCE
 BH2404'CORNER, 272 FEET NORTHWEST OF WHERE HIGH LINE CROSSES
 BH2404'THE ROAD.  IT IS AN AZIMUTH MARK DISK, STAMPED CEDAR 1958, PROJECTING
 BH2404'2 INCHES.
 BH2404'
 BH2404'TO REACH THE STATION FROM THE BRIDGE OVER I-10 ABOUT 4 MILES NORTH OF
 BH2404'BILOXI GO NORTH ON STATE HIGHWAY 67 AND 15 FOR 1.5 MILES TO THE
 BH2404'JUNCTION OF STATE HIGHWAY 15.  CONTINUE WEST ON STATE HIGHWAY 15 FOR
 BH2404'1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON KROHN ROAD
 BH2404'FOR 1.3 MILES TO THE MARK ON THE RIGHT JUST BEYOND A FORK.  CONTINUE
 BH2404'NORTHWEST FOR 0.4 MILES TO THE AZIMUTH MARK ON THE LEFT AT A
 BH2404'CURVE ON THE ROAD AND A FENCE CORNER.
 BH2404'
 BH2404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES NORTHWEST
 BH2404'OF BILOXI.
 BH2404
 BH2404                          STATION RECOVERY (1981)
 BH2404
 BH2404'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2388 ***********************************************************************
 BW2388  DESIGNATION -  CENTER
 BW2388  PID         -  BW2388
 BW2388  STATE/COUNTY-  MS/CLAIBORNE
 BW2388  USGS QUAD   -  WIDOWS CREEK (1986)
 BW2388
 BW2388                         *CURRENT SURVEY CONTROL
 BW2388  ___________________________________________________________________
 BW2388* NAD 83(1993)-  31 56 15.51069(N)    091 00 03.49470(W)     ADJUSTED  
 BW2388* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 BW2388  ___________________________________________________________________
 BW2388  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BW2388  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2388  HORZ ORDER  -  THIRD
 BW2388
 BW2388.The horizontal coordinates were established by classical geodetic methods
 BW2388.and adjusted by the National Geodetic Survey in May 1994.
 BW2388
 BW2388.The orthometric height was scaled from a topographic map.
 BW2388
 BW2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2388
 BW2388.The geoid height was determined by GEOID03.
 BW2388
 BW2388;                    North         East     Units Scale Factor Converg.
 BW2388;SPC MS W     -   270,429.552   636,872.705   MT  0.99999913   -0 21 11.5
 BW2388;SPC MS W     -   887,234.29  2,089,473.20   sFT  0.99999913   -0 21 11.5
 BW2388;UTM  15      - 3,535,268.036   688,963.688   MT  1.00004038   +1 03 28.1
 BW2388
 BW2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2388!SPC MS W     -   0.99998794  x   0.99999913  =   0.99998707
 BW2388!UTM  15      -   0.99998794  x   1.00004038  =   1.00002832
 BW2388
 BW2388|---------------------------------------------------------------------|
 BW2388| PID    Reference Object                     Distance      Geod. Az  |
 BW2388|                                                           dddmmss.s |
 BW2388| CY4011 CENTER RM 2                          42.008 METERS 00102     |
 BW2388| CY4012 CENTER RM 3                           6.625 METERS 18102     |
 BW2388| CY4010 CENTER RM 1                          30.930 METERS 23247     |
 BW2388| CY4009 CENTER AZ MK                                       2450102.4 |
 BW2388|---------------------------------------------------------------------|
 BW2388
 BW2388                          SUPERSEDED SURVEY CONTROL
 BW2388
 BW2388  NAD 83(1986)-  31 56 15.52407(N)    091 00 03.49143(W) AD(       ) 3
 BW2388  NAD 27      -  31 56 14.95321(N)    091 00 03.11226(W) AD(       ) 3
 BW2388
 BW2388.Superseded values are not recommended for survey control.
 BW2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2388.See file dsdata.txt to determine how the superseded data were derived.
 BW2388
 BW2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8896435268(NAD 83)
 BW2388_MARKER: P = PIPE CAP
 BW2388_SETTING: 0 = UNSPECIFIED SETTING
 BW2388
 BW2388  HISTORY     - Date     Condition        Report By
 BW2388  HISTORY     - 1948     MONUMENTED       USE
 BW2388  HISTORY     - 1956     GOOD             CGS
 BW2388  HISTORY     - 1970     GOOD             NGS
 BW2388
 BW2388                          STATION DESCRIPTION
 BW2388
 BW2388'DESCRIBED BY US ENGINEERS 1948 (FXP)
 BW2388'STATION WAS ESTABLISHED IN 1936 BY THE U.S. ENGINEER DEPARTMENT,
 BW2388'ON PROPERTY OF ELIJAH COPELAND, ABOUT 2 MILES SOUTH OF PORT
 BW2388'GIBSON, ON SLIGHT RISE ON WEST SIDE OF SUNSET HILL ROAD, 1 MILE
 BW2388'SOUTHWEST OF U.S. HIGHWAY 61, 200 FEET SOUTHEAST OF COPELANDS
 BW2388'HOUSE, 85 FEET WEST OF GRAVELED ROAD, AND 25 FEET NORTHEAST
 BW2388'OF DIRT LANE LEADING TO COPELANDS HOUSE.  THE MARK IS A 4-INCH
 BW2388'IRON PIPE WITH A BRASS CAP.  THE PIPE PROJECTS 2 FEET, AND THE
 BW2388'DISK IS STAMPED CENTERS 1936.
 BW2388'
 BW2388'REFERENCE MARK NO. 1 IS 101.5 FEET SOUTHWEST OF STATION AND
 BW2388'9 FEET WEST OF DIRT LANE.  THE MARK PROJECTS 6 INCHES, AND THE
 BW2388'DISK IS STAMPED CENTERS NO 1 1948.
 BW2388'
 BW2388'REFERENCE MARK NO. 2 IS 138.0 FEET NORTH OF STATION AND 70
 BW2388'FEET SOUTHEAST OF COPELANDS HOUSE.  THE MARK PROJECTS 1 INCH, AND
 BW2388'THE DISK IS STAMPED CENTERS NO 2 1948.
 BW2388'
 BW2388'AZIMUTH MARK IS 0.4 MILE WEST-SOUTHWEST OF STATION, 100 FEET
 BW2388'NORTHWEST OF A FORK IN ROAD, 25 FEET SOUTHEAST OF DIRT ROAD,
 BW2388'AND 5 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2388'6 INCHES, AND THE DISK IS STAMPED CENTERS 1948.
 BW2388'
 BW2388'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON, GO
 BW2388'SOUTH ON U.S. HIGHWAY 61 FOR 1.35 MILES TO A SIDE ROAD RIGHT,
 BW2388'TURN RIGHT AND GO 1.05 MILES TO GATE ON RIGHT, TURN RIGHT
 BW2388'THROUGH GATE AND FOLLOW LANE ABOUT 100 YARDS TO STATION ON
 BW2388'RIGHT.
 BW2388'
 BW2388'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON MAIN GRAVELED
 BW2388'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.25
 BW2388'MILE TO A FORK, TAKE RIGHT FORK FOR 100 FEET TO AZIMUTH MARK
 BW2388'ON RIGHT.
 BW2388'
 BW2388'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2388
 BW2388                          STATION RECOVERY (1956)
 BW2388
 BW2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2388'THE STATION WAS VISITED 5-19-56 AND ALL MARKS WERE FOUND IN GOOD
 BW2388'CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.  THE
 BW2388'AZIMUTH MARK IS NOT VISIABLE FROM THE STATION DUE TO THE
 BW2388'GROWTH OF UNDERBRUSH
 BW2388
 BW2388                          STATION RECOVERY (1970)
 BW2388
 BW2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2388'THE STATION WAS VISITED 9-23-70 AND THE STATION MARK, AZIMUTH
 BW2388'MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 BW2388'REFERENCE MARK NO 1 WAS FOUND DESTROYED, PRIOR TO THIS DATE.
 BW2388'REFERENCE MARK NO. 3 WAS ESTABLISHED IN LINE WITH REFERENCE
 BW2388'MARK NO. 2 AND THE STATION.  IT WAS TRAVERESED FROM THE STATION
 BW2388'AND COULD BE USED FOR A STATION IF THE ORIGINAL STATION WAS
 BW2388'DESTROYED.  A NEW DESCRIPTION FOLLOWS--
 BW2388'
 BW2388'THE STATION IS LOCATED 2 MILES SOUTH OF PORT GIBSON, ON PROPERTY
 BW2388'OWNED BY MRS VIOLET WALL, ON A HOGSBACK BETWEEN A GRAVELED
 BW2388'ROAD AND A GULLY TO THE WEST.  IT IS 85 FEET WEST OF THE CENTER
 BW2388'OF A GRAVELED ROAD, 25 FEET EAST OF THE CENTER OF A TRACK ROAD
 BW2388'LEADING NORTH TO THE HOUSE, 111 FEET SOUTH OF A POWER POLE
 BW2388'WITH GUY WIRES, 19 FEET SOUTHWEST OF A 5-INCH CEDAR TREE AND
 BW2388'1 FOOT EAST OF A METAL WITNESS POST.  IT IS AN U.S. ARMY
 BW2388'ENGINEERS BRASS CAP RIVITED ON THE TOP OF A 4-INCH IRON PIPE,
 BW2388'PROJECTING 1.5 FOOT.  THE CAP IS STAMPED PBM CENTERS 1936.
 BW2388'
 BW2388'REFERENCE MARK NO. 2 IS 137.82 FEET NORTH OF THE STATION.  IT
 BW2388'IS 17 FEET WEST OF THE CENTER OF THE TRACK ROAD, 42 FEET
 BW2388'NORTHWEST OF A POWER POLE WITH GUY WIRES, 32 FEET SOUTH OF THE
 BW2388'SOUTHWEST CORNER OF A YARD FENCE 46.5 FEET WEST OF A 10-INCH
 BW2388'PECAN TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BW2388'A REFERENCE MARK DIK, STAMPED CENTERS NO 2 1948, PROJECTING 4
 BW2388'INCHES.
 BW2388'
 BW2388'REFERENCE MARK NO. 3 IS 21.73 FEET SOUTH OF THE STATION AND
 BW2388'IN LINE WITH REFERENCE MARK NO. 2.  IT IS 36 FEET EAST OF THE
 BW2388'CENTER OF THE ROAD, 183 FEET SOUTH OF A POWER POLE AND 1 FOOT
 BW2388'EAST OF A METAL WITNESS POST.  IT IS REFERENCE MARK DISK,
 BW2388'STAMPED CENTERS NO 3 1948 1970, PROJECTING 4 INCHES.
 BW2388'
 BW2388'THE AZIMUTH MARK IS 0.4 MILE WEST-SOUTHWEST OF THE STATION, 21
 BW2388'FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, ON PROPERTY
 BW2388'OWNED BY MRS GEORGE ELLIS, IT IS 10 FEET WEST OF A 9 FOOT
 BW2388'LOCUST TREE, 63 FEET EAST OF THE EAST CORNER OF A SHED AND 1
 BW2388'FOOT NORTH OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 BW2388'DISK STAMPED CENTERS 1948, PROJECTING 6 INCHES.
 BW2388'
 BW2388'TO REACH THE STATION FROM THE POST OFFICE IN PORT GIBSON,
 BW2388'GO EAST ON ORANGE STREET FOR 0.1 MILE TO U.S. HIGHWAY 61,
 BW2388'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 61 FOR 1.0 MILE TO THE
 BW2388'JUNCTION WITH STATE HIGHWAY 547, CONTINUE SOUTH FOR 0.15 MILE
 BW2388'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.9 MILE
 BW2388'TO A DRIVEWAY AND A TRACK ROAD, TURN SHARP RIGHT AND GO NORTH
 BW2388'FOR ABOUT 100 YARDS TO THE STATION ON THE RIGHT.
 BW2388'
 BW2388'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 100
 BW2388'YARDS TO THE ROAD, TURN RIGHT AND GO 0.3 MILE TO A SIDE ROAD
 BW2388'RIGHT, JUST BEFORE REACHING THE TOP OF THE HILL, TURN RIGHT
 BW2388'THROUGH DEEP CUT AND GO 0.25 MILE TO A FORK, TAKE RIGHT FORK
 BW2388'AND GO WEST FOR ABOUT 50 YARDS TO THE AZIMUTH MARK ON THE RIGHT.
 BW2388'
 BW2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW2388'SOUTH OF PORT GIBSON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1280 ***********************************************************************
 CO1280  DESIGNATION -  CENTER
 CO1280  PID         -  CO1280
 CO1280  STATE/COUNTY-  MS/NEWTON
 CO1280  USGS QUAD   -  DUFFEE (1982)
 CO1280
 CO1280                         *CURRENT SURVEY CONTROL
 CO1280  ___________________________________________________________________
 CO1280* NAD 83(1993)-  32 26 29.32651(N)    088 57 19.10097(W)     ADJUSTED  
 CO1280* NAVD 88     -       183.7    (meters)     603.     (feet)  VERTCON   
 CO1280  ___________________________________________________________________
 CO1280  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CO1280  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO1280  HORZ ORDER  -  FIRST
 CO1280
 CO1280.The horizontal coordinates were established by classical geodetic methods
 CO1280.and adjusted by the National Geodetic Survey in May 1994.
 CO1280
 CO1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1280
 CO1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1280
 CO1280.The geoid height was determined by GEOID03.
 CO1280
 CO1280;                    North         East     Units Scale Factor Converg.
 CO1280;SPC MS E     -   326,109.374   288,530.573   MT  0.99995162   -0 03 55.6
 CO1280;SPC MS E     - 1,069,910.50    946,620.72   sFT  0.99995162   -0 03 55.6
 CO1280;UTM  16      - 3,591,055.002   316,186.080   MT  1.00001666   -1 02 57.1
 CO1280
 CO1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1280!SPC MS E     -   0.99997552  x   0.99995162  =   0.99992714
 CO1280!UTM  16      -   0.99997552  x   1.00001666  =   0.99999218
 CO1280
 CO1280:                Primary Azimuth Mark                     Grid Az
 CO1280:SPC MS E     -  HARVEY                                   079 42 50.4
 CO1280:UTM  16      -  HARVEY                                   080 41 51.9
 CO1280
 CO1280|---------------------------------------------------------------------|
 CO1280| PID    Reference Object                     Distance      Geod. Az  |
 CO1280|                                                           dddmmss.s |
 CO1280| CO1246 HARVEY                              APPROX.25.5 KM 0793854.8 |
 CO1280| CO1214 AIRWAY BEACON NO 51                 APPROX.33.7 KM 0860514.2 |
 CO1280| CO1611 CENTER RM 1                          14.569 METERS 08642     |
 CO1280| CO1612 CENTER RM 2                          27.482 METERS 18126     |
 CO1280| CG1317 CENTER AZ MK                                       1830829.0 |
 CO1280| CO1342 NEWTON MUNICIPAL TANK               APPROX.23.3 KM 2351824.3 |
 CO1280| CO1337 DECATUR WATER TANK                  APPROX.14.4 KM 2683304.2 |
 CO1280| CO1281 CENTER RM 3                          15.391 METERS 34902     |
 CO1280|---------------------------------------------------------------------|
 CO1280
 CO1280                          SUPERSEDED SURVEY CONTROL
 CO1280
 CO1280  NAD 83(1993)-  32 26 29.33687(N)    088 57 19.10368(W) AD(       ) 1
 CO1280  NAD 83(1986)-  32 26 29.33772(N)    088 57 19.10389(W) AD(       ) 1
 CO1280  NAD 27      -  32 26 28.82900(N)    088 57 18.91300(W) AD(       ) 1
 CO1280  NGVD 29 (07/19/86)  183.7    (m)          603.     (f) VERT ANG    3  
 CO1280
 CO1280.Superseded values are not recommended for survey control.
 CO1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1280.See file dsdata.txt to determine how the superseded data were derived.
 CO1280
 CO1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA1618691055(NAD 83)
 CO1280_MARKER: DS = TRIANGULATION STATION DISK
 CO1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1280_SP_SET: CONCRETE POST
 CO1280_STAMPING: CENTER 1930
 CO1280_MARK LOGO: CGS   
 CO1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1280+STABILITY: SURFACE MOTION
 CO1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1280+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 CO1280
 CO1280  HISTORY     - Date     Condition        Report By
 CO1280  HISTORY     - 1930     MONUMENTED       CGS
 CO1280  HISTORY     - 1930     GOOD             CGS
 CO1280  HISTORY     - 1935     GOOD             CGS
 CO1280  HISTORY     - 1943     GOOD             CGS
 CO1280  HISTORY     - 1964     GOOD             MSHD
 CO1280  HISTORY     - 1970     GOOD             NGS
 CO1280  HISTORY     - 1978     GOOD             NGS
 CO1280  HISTORY     - 19890724 GOOD             MSHD
 CO1280
 CO1280                          STATION DESCRIPTION
 CO1280
 CO1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO1280'FOUR MILES EAST OF DECATUR, IN SEC. 22, T. 7 N., R. 13 E., CHOCTAW
 CO1280'MERIDIAN, ABOUT 1 MILE NORTHWEST OF CENTER RIDGE CONSOLIDATED
 CO1280'SCHOOL, ON THE PROPERTY OF SOME HEIRS BY THE NAME OF HOWELL,
 CO1280'LIVING IN ARKANSAS.  STATION IS ON A HILL COVERED WITH PINE
 CO1280'TIMBER, 8 METERS WEST OF THE NORTH-SOUTH ROAD, 11.8 METERS SOUTH
 CO1280'OF A 24-INCH PINE WITH A TRIANGULAR BLAZE, AND SET FLUSH WITH
 CO1280'THE SURFACE OF THE GROUND.
 CO1280'
 CO1280'TO REACH FROM CENTER RIDGE SCHOOL, GO 0.5 MILE NORTHWEST ALONG
 CO1280'ROAD ON THE SOUTH SIDE OF THE SCHOOL, TAKE RIGHT FORK, GO 0.6 MILE,
 CO1280'TURN RIGHT, GO 0.6 MILE TO CREST OF HILL AND STATION TO WEST OF
 CO1280'ROAD.  CENTER RIDGE SCHOOL CAN BE REACHED FROM CHUNKY ON HIGHWAY
 CO1280'80 BY FOLLOWING THE ROAD NORTH A DISTANCE OF ABOUT 9 MILES.
 CO1280'
 CO1280'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CO1280'SET IN CONCRETE.
 CO1280'
 CO1280'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 6 METERS EAST OF THE
 CO1280'ROAD.
 CO1280'
 CO1280'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 6 METERS WEST OF THE
 CO1280'ROAD.
 CO1280'
 CO1280'HEIGHT OF LIGHT ABOVE STATION MARK - 27.4 METERS.
 CO1280
 CO1280                          STATION RECOVERY (1930)
 CO1280
 CO1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 CO1280'RECOVERED IN GOOD CONDITION.
 CO1280
 CO1280                          STATION RECOVERY (1935)
 CO1280
 CO1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1280'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CO1280'CONDITION AS FOLLOWS- THE STATION IS ON THE HIGHEST PART OF A
 CO1280'RIDGE ABOUT 1 MILE NORTH-NORTHWEST OF THE CENTER RIDGE CONSOLIDATED
 CO1280'SCHOOL, IN SEC. 22, T. 7 N., R. 13 E., CHOCTAW MERIDIAN, ON THE
 CO1280'PROPERTY OF SOME HEIRS BY THE NAME OF HOWELL WHO LIVE IN
 CO1280'ARKANSAS.
 CO1280'
 CO1280'IT IS 38 FEET SOUTH OF A 16-INCH PINE WITH A TRIANGULAR BLAZE, 26
 CO1280'FEET WEST OF THE CENTER LINE OF THE ROAD, 69 FEET WEST-SOUTHWEST
 CO1280'OF AND ACROSS THE ROAD FROM A 20-INCH PINE, STAMPED 1930 AND
 CO1280'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF GROUND.
 CO1280'
 CO1280'TO REACH FROM MERIDIAN, GO WEST ON U.S. HIGHWAY 80 FOR ABOUT 14
 CO1280'MILES TO THE SMALL VILLAGE OF CHUNKY, TURN RIGHT ONTO A ROAD THAT
 CO1280'LEADS VIA THE CHUNKY M.E. CHURCH AND CONTINUE FOR 2.4 MILES TO A
 CO1280'FORK, TURN LEFT AND GO FOR 2.3 MILES TO FORKS AT AN OLD CHURCH.
 CO1280'TAKE RIGHT FORK FOR 0.6 MILE TO ANOTHER FORKS.  TURN LEFT FOR 2.2
 CO1280'MILES TO A FORK JUST BEFORE CROSSING A SMALL WOODEN BRIDGE OVER
 CO1280'STREAM.  TAKE LEFT FORK (DO NOT CROSS BRIDGE) AND GO 0.9 MILE
 CO1280'TO THE CENTER RIDGE SCHOOL AND CONTINUE IN A NORTHWESTERLY
 CO1280'DIRECTION FOR 0.2 MILE.  TURN RIGHT AT FORKS AND CONTINUE FOR
 CO1280'1.2 MILES TO TOP OF GRADE AND STATION ON THE LEFT.
 CO1280'
 CO1280'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1280'BRONZE DISKS SET IN CONCRETE.
 CO1280'
 CO1280'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ACROSS AND 7 YARDS
 CO1280'EAST OF THE CENTER LINE OF THE ROAD, STAMPED 1930 AND PROJECTS
 CO1280'ABOUT 3 INCHES ABOVE GROUND.
 CO1280'
 CO1280'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ON THE SAME SIDE OF
 CO1280'AND 7 YARDS WEST OF THE CENTER LINE OF THE ROAD, STAMPED 1930 AND
 CO1280'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF GROUND.
 CO1280'
 CO1280'AZIMUTH MARK IS 0.2 MILE BY ROAD SOUTH OF THE STATION ACROSS AND 15
 CO1280'FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH-NORTHWEST
 CO1280'OF A 12-INCH PINE, STAMPED 1935, AND PROJECTS ABOUT 10 INCHES
 CO1280'ABOVE GROUND.
 CO1280'
 CO1280'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 CO1280'
 CO1280'THE GIVEN DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 CO1280'AZIMUTH MARK WERE MEASURED VERY ACCURATELY AND SHOULD SUPERSEDE
 CO1280'THE PREVIOUS READINGS.
 CO1280
 CO1280                          STATION RECOVERY (1943)
 CO1280
 CO1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 CO1280'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CO1280'DESCRIBED.  THE 24 INCH BLAZED PINE HAS BEEN CUT.  A WHITE OAK ON
 CO1280'THE EAST SIDE OF THE ROAD WAS MARKED WITH A TRIANGULAR BLAZE.  THE
 CO1280'TREE IS 73.5 FEET NNE OF THE TRIANGULATION STATION.
 CO1280
 CO1280                          STATION RECOVERY (1964)
 CO1280
 CO1280'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1280'THE STATION WAS VISITED FEBRUARY 1964 AND THE STATION, R.M. 1,
 CO1280'AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CO1280'DESTROYED BY ROAD EQUIPMENT.
 CO1280'
 CO1280'THE STATION IS REACHED FROM CHUNKY, A SMALL VILLAGE LOCATED AT THE
 CO1280'LAUDERDALE AND NEWTON COUNTY LINE ON U.S. HIGHWAY 80 BY GOING
 CO1280'NORTH ON A BLACK TOP ROAD FOR 1.3 MILES TO AN OVERPASS ON NEW
 CO1280'INTERSTATE HIGHWAY 20, CONTINUE NORTH ON BLACK TOP ROAD FOR 7.25
 CO1280'MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT, WEST AND GO 1.4
 CO1280'MILES TO A FORK, TURN LEFT, SOUTH AND GO 0.7 MILE TO THE TOP OF A
 CO1280'HILL AND THE STATION ON THE RIGHT.
 CO1280'
 CO1280'NOTE- METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION,
 CO1280'1.0 FOOT WEST OF R.M. 1, AND 1.0 FOOT SOUTH OF R.M. 2.
 CO1280'
 CO1280'IT IS 73 FEET SOUTHWEST AND ACROSS THE ROAD FROM A 14-INCH HICKORY
 CO1280'TREE WITH A TRIANGLE BLAZE, 26 FEET WEST OF THE CENTER OF THE ROAD
 CO1280'AND ON A 4.0 FOOT BANK.
 CO1280'
 CO1280'R.M. 1 IS 49 FEET SOUTH OF THE HICKORY TREE, 22 FEET EAST OF THE
 CO1280'CENTER OF THE ROAD, 9.0 FEET NORTHWEST OF A 10-INCH PINE TREE
 CO1280'WITH A TRIANGLE BLAZE.
 CO1280'
 CO1280'R.M. 2 IS 22 FEET WEST OF THE CENTER OF THE ROAD, 20.5 FEET
 CO1280'SOUTHEAST OF A 6-INCH PINE TREE WITH A TRIANGLE BLAZE.
 CO1280
 CO1280                          STATION RECOVERY (1970)
 CO1280
 CO1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1280'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CO1280'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT IS
 CO1280'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION AND NO
 CO1280'SUITABLE PLACE COULD BE FOUND TO SET A NEW ONE.  A DIFFERENCE OF
 CO1280'0.018 METERS IN THE DISTANCE TO REFERENCE MARK 1 AND 0.024 METERS
 CO1280'IN THE DISTANCE TO REFERENCE MARK 2 FROM THE 1935 DATA WAS NOTED
 CO1280'AND VERIFIED.  A DIFFERENCE OF 7 MINUTES AND 47 SECONDS IN THE
 CO1280'ANGLE BETWEEN THE REFERENCE MARKS WAS ALSO NOTED.  DUE TO THE
 CO1280'STATION MARK BEING TO CLOSE TO THE CUT-BANK A REFERENCE MARK 3
 CO1280'WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  A NEW
 CO1280'DESCRIPTION FOLLOWS.
 CO1280'
 CO1280'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF UNION, 9 MILES
 CO1280'EAST OF DECATUR, 8 MILES NORTH OF CHUNKY, IN SECTION 22, T7N, R13E
 CO1280'AND ON THE HIGHEST POINT OF A RIDGE ON THE PROPERTY OF
 CO1280'MR. L.O. TODD.
 CO1280'
 CO1280'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR CENTER
 CO1280'RM 3 1970.
 CO1280'
 CO1280'THE STATION MARK IS A STANDARD DISK STAMPED CENTER 1930, SET IN THE
 CO1280'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CO1280'ABOVE THE GROUND SURFACE.  IT IS 24 FEET WEST OF THE CENTER OF THE
 CO1280'GRAVELED ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 CO1280'ATTACHED.
 CO1280'
 CO1280'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CENTER NO 1 1930, SET
 CO1280'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CO1280'THE GROUND SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF THE
 CO1280'GRAVELED ROAD AND 1 FOOT EAST OF THE METAL WITNESS POST WITH SIGN
 CO1280'ATTACHED.
 CO1280'
 CO1280'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CENTER NO 2 1930, SET IN
 CO1280'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CO1280'GROUND SURFACE.  IT IS 21 FEET WEST OF THE CENTER OF THE GRAVELED
 CO1280'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CO1280'ATTACHED.
 CO1280'
 CO1280'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CENTER 1930 NO 3 1970,
 CO1280'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CO1280'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  A
 CO1280'SUBSURFACE MARK WAS SET FOR THIS MARK.  IT IS 73 FEET NORTHWEST OF
 CO1280'A METAL WITNESS POST WITH SIGN ATTACHED, 49.5 FEET
 CO1280'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 38
 CO1280'FEET WEST OF THE CENTER OF THE GRAVELED ROAD.
 CO1280'
 CO1280'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 CO1280'OF CHUNKY.
 CO1280
 CO1280                          STATION RECOVERY (1978)
 CO1280
 CO1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CO1280'THE STATION MARK AND REFERENCE MARKS NO.1, NO.2 AND NO.3 WERE
 CO1280'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 IS AT THE EDGE OF A
 CO1280'CUT BANK BUT IS SOLIDLY IN PLACE AND SHOULD REMAIN THERE FOR
 CO1280'SOMETIME.  THE AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED.  DUE
 CO1280'TO THE DISCREPANCY IN THE DISTANCES AND ANGLES BETWEEN THE 1930 AND
 CO1280'1970 DESCRIPTIONS THE STATION WAS OCCUPIED AND THE DISTANCES AND
 CO1280'ANGLES TO THE REFERENCE MARKS WERE CHECKED.  THE 1970 DESCRIPTION
 CO1280'BY W.M.J. IS ADEQUATE AND COMPLETE AT THIS TIME.  A NEW TO REACH
 CO1280'DESCRIPTION FOLLOWS.
 CO1280'
 CO1280'TO REACH FROM EXIT X ON INTERSTATE HIGHWAY 20 AT CHUNKY GO NORTH ON
 CO1280'PAVED ROAD FOR 7.3 MILES TO A GRADED SIDE ROAD ON THE LEFT, TURN LEFT
 CO1280'AND GO WEST ON GRADED ROAD FOR 1.4 MILES TO A FORK, TAKE LEFT FORK AND
 CO1280'GO SOUTHERLY FOR 0.7 MILE TO TOP OF HILL AND STATION ON THE RIGHT.
 CO1280
 CO1280                          STATION RECOVERY (1989)
 CO1280
 CO1280'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1280'MARK IS LOCATED 12.88 KM (8.00 MI) NORTH OF CHUNKY ON THE WEST SIDE OF
 CO1280'A GRAVEL ROAD, 14.49 KM (9.00 MI) EAST OF DECATUR NEAR THE NORTH SIDE
 CO1280'OF SECTION 22, T7N, R13E.  TO REACH FROM THE EXIT 121 BRIDGE OVER I-20
 CO1280'ABOUT 1.61 KM (1.00 MI) NORTH OF CHUNKY, GO NORTH ON A PAVED ROAD FOR
 CO1280'11.27 KM (7.00 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON A
 CO1280'GRAVEL ROAD FOR 2.25 KM (1.40 MI) TO A FORK, TAKE THE LEFT FORK AND GO
 CO1280'SOUTH ON A GRAVEL ROAD FOR 1.05 KM (0.65 MI) TO THE TOP OF A HILL AND
 CO1280'THE MARK ON THE RIGHT. MARK IS A STANDARD DISK SET IN THE TOP OF A
 CO1280'SQUARE CONCRETE POST PROJECTING 0.09 M (0.3 FT). IT IS 13.81 M
 CO1280'(45.3 FT) SOUTHEAST OF A 10 INCH OAK, 12.95 M (42.5 FT) EAST SOUTHEAST
 CO1280'OF A 10 INCH OAK, 7.92 M (26.0 FT) WEST OF THE CENTER OF A GRAVEL
 CO1280'ROAD, 8.84 M (29.0 FT) EAST OF A THE CENTER OF AN ABANDONED ROAD, 7.32
 CO1280'M (24.0 FT) SOUTH OF THE CENTER OF A DIM WOODS ROAD AND 0.3 M
 CO1280'(1.0 FT) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1972 ***********************************************************************
 DJ1972  DESIGNATION -  CENTER
 DJ1972  PID         -  DJ1972
 DJ1972  STATE/COUNTY-  MS/ATTALA
 DJ1972  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ1972
 DJ1972                         *CURRENT SURVEY CONTROL
 DJ1972  ___________________________________________________________________
 DJ1972* NAD 83(1993)-  33 04 08.61360(N)    089 23 50.70253(W)     ADJUSTED  
 DJ1972* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 DJ1972  ___________________________________________________________________
 DJ1972  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DJ1972  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DJ1972  HORZ ORDER  -  FIRST
 DJ1972
 DJ1972.The horizontal coordinates were established by classical geodetic methods
 DJ1972.and adjusted by the National Geodetic Survey in May 1994.
 DJ1972
 DJ1972.The orthometric height was scaled from a topographic map.
 DJ1972
 DJ1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1972
 DJ1972.The geoid height was determined by GEOID03.
 DJ1972
 DJ1972;                    North         East     Units Scale Factor Converg.
 DJ1972;SPC MS E     -   395,839.491   247,327.926   MT  0.99998419   -0 18 28.1
 DJ1972;SPC MS E     - 1,298,683.40    811,441.70   sFT  0.99998419   -0 18 28.1
 DJ1972;UTM  16      - 3,661,498.762   276,191.268   MT  1.00021764   -1 18 31.3
 DJ1972
 DJ1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1972!SPC MS E     -   0.99997542  x   0.99998419  =   0.99995961
 DJ1972!UTM  16      -   0.99997542  x   1.00021764  =   1.00019305
 DJ1972
 DJ1972:                Primary Azimuth Mark                     Grid Az
 DJ1972:SPC MS E     -  MCCOOL RESET                             058 56 50.6
 DJ1972:UTM  16      -  MCCOOL RESET                             059 56 53.8
 DJ1972
 DJ1972|---------------------------------------------------------------------|
 DJ1972| PID    Reference Object                     Distance      Geod. Az  |
 DJ1972|                                                           dddmmss.s |
 DJ1972| DJ1968 MCCOOL RESET                        APPROX. 8.6 KM 0583822.5 |
 DJ1972| CG1321 CENTER RM 3 RESET                    21.112 METERS 07710     |
 DJ1972| CG1319 CENTER RM 1                          21.276 METERS 10507     |
 DJ1972| CG1320 CENTER RM 2                          20.488 METERS 34156     |
 DJ1972|---------------------------------------------------------------------|
 DJ1972
 DJ1972                          SUPERSEDED SURVEY CONTROL
 DJ1972
 DJ1972  NAD 83(1986)-  33 04 08.62522(N)    089 23 50.69981(W) AD(       ) 1
 DJ1972  NAD 27      -  33 04 08.16310(N)    089 23 50.44190(W) AD(       ) 1
 DJ1972
 DJ1972.Superseded values are not recommended for survey control.
 DJ1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1972.See file dsdata.txt to determine how the superseded data were derived.
 DJ1972
 DJ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB7619161499(NAD 83)
 DJ1972_MARKER: DD = SURVEY DISK
 DJ1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1972_SP_SET: SQUARE CONCRETE MONUMENT
 DJ1972_STAMPING: CENTER 1958
 DJ1972_MARK LOGO: CGS   
 DJ1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1972+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988
 DJ1972
 DJ1972  HISTORY     - Date     Condition        Report By
 DJ1972  HISTORY     - 1958     MONUMENTED       CGS
 DJ1972  HISTORY     - 1958     GOOD             CGS
 DJ1972  HISTORY     - 1964     GOOD             MSHD
 DJ1972  HISTORY     - 1967     GOOD             CGS
 DJ1972  HISTORY     - 1969     GOOD             MSSU
 DJ1972  HISTORY     - 1975     GOOD             NGS
 DJ1972  HISTORY     - 1980     GOOD             MSSU
 DJ1972  HISTORY     - 19880823 GOOD             MSHD
 DJ1972
 DJ1972                          STATION DESCRIPTION
 DJ1972
 DJ1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1972'STATION IS ABOUT 4 MILES EAST AND 3-3/4 MILES SOUTH OF ETHEL,
 DJ1972'6-1/2 MILES NORTH AND 1 MILE WEST OF ZAMA, IN A TRIANGLE FORMED
 DJ1972'BY TWO GRAVEL ROADS INTERSECTING, IN THE APPROXIMATE CENTER
 DJ1972'OF THE NORTH SIDE OF THE SOUTH 1/2 OF SECTION 17, R 9 E, T 14 N,
 DJ1972'ON LAND OWNED BY MR. W.F. PRICE WHO LIVES IN CALIFORNIA, AND
 DJ1972'IS MANAGED BY HIS FATHER, MR. W.F. PRICE, WHO LIVES ABOUT 1/4
 DJ1972'MILE SOUTH-SOUTHEAST OF THE STATION.
 DJ1972'
 DJ1972'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35,
 DJ1972'ABOUT 2 MILES SOUTH OF KOSICUSKO BY GOING EASTERLY ON STATE
 DJ1972'HIGHWAY 14 (NOW UNDER CONSTRUCTION) 10.4 MILES TO CROSSROADS
 DJ1972'AT A CHURCH ON THE RIGHT AND THE TRADING POST STORE IMMEDIATELY
 DJ1972'BEYOND ON THE LEFT, TURN SHARP LEFT AND FOLLOW GRAVEL ROAD
 DJ1972'NORTHERLY 1.0 MILE TO A FORK, TAKE RIGHT FORK 0.1 MILE TO A
 DJ1972'T-INTERSECTION, TURN RIGHT AND GO NORTHEASTERLY 0.95 MILE TO
 DJ1972'THE AZIMUTH MARK ON THE RIGHT AT A TRIANGLE BLAZED 24 INCH OAK
 DJ1972'TREE HAVING THE BLAZE ON THE NORTH SIDE, CONTINUE 0.25 MILE
 DJ1972'TO A TRIANGLE BLAZED POWERLINE POLE ON THE RIGHT.  AT HIS
 DJ1972'POINT THE MAIN ROAD BEARS LEFT AND A NARROW GRAVEL ROAD LEADS
 DJ1972'STRAIGHT AHEAD, CONTINUE ON MAIN TRAVELED ROAD ABOUT 75
 DJ1972'YARDS TO A REVERSE FORK RIGHT, TURN SHARP RIGHT ABOUT
 DJ1972'100 FEET TO THE STATION LOCATED IN THE TRIANGLE FORMED BY THIS
 DJ1972'INTERSECTION.
 DJ1972'
 DJ1972'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE
 DJ1972'CONCRETE POSTS.
 DJ1972'
 DJ1972'STATION DISKS ARE STAMPED CENTER 1958 AND THE SURFACE MARK
 DJ1972'PROJECTS 4 INCHES.  IT IS 140 FEET NORTHEAST OF THE BLAZED
 DJ1972'POWERLINE POLE, 89 FEET SOUTH OF A POWERLINE POLE, 60 FEET
 DJ1972'NORTH-NORTHWEST OF THE CENTER OF A NORTHEAST-SOUTHWEST GRAVEL
 DJ1972'ROAD, 75 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 48 FEET
 DJ1972'SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST GRAVEL ROAD
 DJ1972'AND 40 FEET SOUTH OF A 12 INCH TRIANGLE BLAZED OAK TREE HAVING
 DJ1972'THE BLAZE ON THE WEST SIDE.  THE UNDERGROUND MARK IS SET IN AN
 DJ1972'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 DJ1972'SURFACE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET
 DJ1972'SOUTH OF THE MARK.
 DJ1972'
 DJ1972'REFERENCE MARK 1 IS STAMPED CENTER NO 1 1958 AND PROJECTS 6 INCHES.
 DJ1972'IT IS 129 FEET SOUTHEAST OF A POWERLINE POLE, 89 FEET SOUTHEAST
 DJ1972'OF THE BLAZED TREE, 23 FEET NORTHWEST OF THE CENTER OF THE
 DJ1972'NORTHEAST-SOUTHWEST ROAD, 13 FEET SOUTHWEST OF THE CENTER OF THE
 DJ1972'NORTHWEST-SOUTHEAST ROAD.
 DJ1972'
 DJ1972'REFERENCE MARK 2 IS STAMPED CENTER NO 2 1958 AND PROJECTS 6 INCHES.
 DJ1972'IT IS 127 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 DJ1972'NORTHEAST-SOUTHWEST ROAD, 43 FEET EAST OF THE CENTER OF THE
 DJ1972'NORTH-SOUTH ROAD, 32 FEET NORTHWEST OF THE BLAZED TREE, 30 FEET
 DJ1972'SOUTHWEST OF A POWERLINE POLE AND 19 FEET SOUTHWEST OF THE CENTER
 DJ1972'OF THE NORTHWEST-SOUTHEAST ROAD.
 DJ1972'
 DJ1972'AZIMUTH MARK IS STAMPED CENTER 1958 AND PROJECTS 6 INCHES.
 DJ1972'IT IS 22 FEET SOUTHEAST OF THE CENTER OF THE GRADED ROAD,
 DJ1972'9 FEET NORTHWEST OF THE TRIANGLE BLAZED OAK TREE AND 1 FOOT
 DJ1972'NORTHWEST OF A ROAD-RIGHT-OF-WAY FENCE.  A 4 INCH X 4 INCH
 DJ1972'WHITE WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 DJ1972'
 DJ1972'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ1972
 DJ1972                          STATION RECOVERY (1958)
 DJ1972
 DJ1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DJ1972'RECOVERED IN GOOD CONDITION.
 DJ1972
 DJ1972                          STATION RECOVERY (1964)
 DJ1972
 DJ1972'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ1972'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND
 DJ1972'IN GOOD CONDITION.
 DJ1972'
 DJ1972'THE 1958 DESCRIPTION BY O.S.R. IS ADEQUATE.
 DJ1972'
 DJ1972'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION
 DJ1972'AND 1.0 FOOT NORTHWEST OF THE AZIMUTH.
 DJ1972
 DJ1972                          STATION RECOVERY (1967)
 DJ1972
 DJ1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFO)
 DJ1972'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 DJ1972'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 DJ1972'THE ORIGINAL DESCRIPTION TO REACH THE STATION WAS NOT CHECKED.
 DJ1972
 DJ1972                          STATION RECOVERY (1969)
 DJ1972
 DJ1972'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1972'CENTER RECOVERED IN GOOD CONDITION.
 DJ1972'
 DJ1972'RM 1 RECOVERED IN GOOD CONDITION.
 DJ1972'
 DJ1972'RM 2 RECOVERED IN GOOD CONDITION.
 DJ1972'
 DJ1972'AZ. MK. RECOVERED IN GOOD CONDITION.
 DJ1972'
 DJ1972'THE ROAD LEAVING HWY NO. 14 IS NOW PAVED OTHERWISE THE TO REACH IS
 DJ1972'ADEQUATE.
 DJ1972
 DJ1972                          STATION RECOVERY (1975)
 DJ1972
 DJ1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DJ1972'THE STATION WAS VISITED 4-2-75 AND THE STATION MARK, REFERENCE MARK
 DJ1972'NO 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 DJ1972'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK DUE TO PINE
 DJ1972'WOODS.  REFERENCE MARK NO 1 WAS FOUND ON ITS SIDE ON TOP OF THE
 DJ1972'GROUND.  IT WAS RESET AS REFERENCE MARK NO 3 AT THIS DATE.  A NEW
 DJ1972'DESCRIPTION FOLLOWS--
 DJ1972'
 DJ1972'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 3.75 MILES SOUTH OF
 DJ1972'ETHEL, 6.5 MILES NORTH AND 1 MILE WEST OF ZAMA IN THE SOUTH 1/2 OF
 DJ1972'SECTION 17, R 9E, T 14N.
 DJ1972'
 DJ1972'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14, 19, AND 35 ABOUT 2
 DJ1972'MILES SOUTH OF KOSICUSKO GO EAST ON STATE HIGHWAYS 14 AND 19 FOR
 DJ1972'6.55 MILES TO THE JUNCTION OF HIGHWAY 14 ON THE LEFT, TURN LEFT AND
 DJ1972'FOLLOW STATE HIGHWAY 14 FOR 3.4 MILES TO A CROSSROAD AND CHURCH ON
 DJ1972'THE RIGHT, TURN LEFT AND FOLLOW A PAVED ROAD NORTH 1 MILE TO A
 DJ1972'FORK, TAKE RIGHT FORK FOR 0.1 MILE TO A T-INTERSECTION, TURN RIGHT
 DJ1972'AND GO NORTHEAST ON A GRAVEL ROAD FOR 0.95 MILE TO THE AZIMUTH
 DJ1972'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A
 DJ1972'FORK AND THE STATION MARK AS DESCRIBED.
 DJ1972'
 DJ1972'THE STATION MARK IS A STANDARD TRIANGULATION MARK DISK, STAMPED
 DJ1972'CENTER 1958 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 DJ1972'INCHES.  IT IS NEAR THE CENTER OF A TRIANGLE FORMED BY
 DJ1972'INTERSECTION OF ROADS, 140 FEET NORTHEAST OF A BLAZED POWER POLE,
 DJ1972'89 FEET SOUTH OF A POWER POLE, 75 FEET EAST OF THE CENTER OF THE
 DJ1972'NORTH-SOUTH ROAD, 60 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 DJ1972'NORTHWEST-SOUTHEAST ROAD, 45 FEET SOUTHWEST OF THE CENTER OF THE
 DJ1972'NORTHWEST-SOUTHEAST ROAD, 3 FEET NORTH OF A 4 X 4 INCH WHITE WOODEN
 DJ1972'WITNESS POST AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 DJ1972'
 DJ1972'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DJ1972'CENTER NO 2 1958, SET IN THE TOP OF A SQUARE CONCRETE POST
 DJ1972'PROJECTING 4 INCHES.  IT IS 41 FEET EAST OF THE CENTER OF THE
 DJ1972'NORTH-SOUTH ROAD, 31.5 FEET NORTHWEST OF A 20 INCH OAK TREE, 30
 DJ1972'FEET SOUTHWEST OF A POWER POLE, 26.5 FEET SOUTHEAST OF A
 DJ1972'TELEPHONE CABLE JUNCTION BOX, 18 FEET SOUTHWEST OF THE CENTER OF
 DJ1972'THE NORTHWEST-SOUTHEAST ROAD AND 1 FOOT SOUTHWEST OF A METAL
 DJ1972'WITNESS POST AND SIGN.
 DJ1972'
 DJ1972'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 DJ1972'CENTER 1958 NO 3 1975, SET IN THE TOP OF A SQUARE CONCRETE POST
 DJ1972'PROJECTING 2 INCHES.  IT IS 102 FEET SOUTHEAST OF A POWER POLE, 70
 DJ1972'FEET EAST-SOUTHEAST OF A 20 INCH OAK TREE, 14 FEET NORTHEAST OF
 DJ1972'THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 3 FEET NORTHEAST OF A
 DJ1972'FENCE LINE AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 DJ1972'
 DJ1972'THE DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE MARK NO 3
 DJ1972'IS 100.82 FEET.
 DJ1972'
 DJ1972'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CENTER 1958
 DJ1972'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 DJ1972'0.25 MILE SOUTHWEST OF THE STATION MARK, 24 FEET SOUTHEAST OF THE
 DJ1972'CENTER OF THE GRAVEL ROAD, 9 FEET WEST OF A TWIN TRUNKED, BLAZED
 DJ1972'OAK TREE, 2 FEET NORTHEAST OF A 4 X 4 INCH WHITE WOODEN WITNESS
 DJ1972'POST, 1 FOOT NORTHWEST OF FENCE LINE AND 1 FOOT SOUTHEAST OF A
 DJ1972'METAL WITNESS POST AND SIGN.
 DJ1972
 DJ1972                          STATION RECOVERY (1980)
 DJ1972
 DJ1972'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1972'STATION, REFERENCE MARKS 2, 3, AND AZIMUTH MARK RECOVERED IN GOOD
 DJ1972'CONDITION.
 DJ1972
 DJ1972                          STATION RECOVERY (1988)
 DJ1972
 DJ1972'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1972'THE STATION MARK, REFERENCE MARKS NO.2, NO.3, AND THE AZIMUTH MARK
 DJ1972'WERE RECOVERED IN GOOD CONDITION.
 DJ1972'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14,19 AND 35 ABOUT 4.03
 DJ1972'KM (2.50 MI) SOUTH OF KOSCIUSKO, GO EAST ON HIGHWAYS 14 AND 19 FOR
 DJ1972'11.19 KM (6.95 MI) TO THE JUNCTION OF HIGHWAY 14, TURN LEFT AND GO
 DJ1972'NORTHEAST ON STATE HIGHWAY 14 FOR 5.64 KM (3.50 MI) TO A CROSSROAD,
 DJ1972'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.53 KM (0.95 MI) TO A
 DJ1972'FORK, TAKE THE RIGHT FORK AND GO NORTH ON A GRAVEL ROAD FOR 0.16 KM
 DJ1972'(0.10 MI) TO A T-INTERSECTION, TURN RIGHT AND GO EAST ON A GRAVEL ROAD
 DJ1972'FOR 1.53 KM (0.95 MI) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 DJ1972'ON A GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT IN A
 DJ1972'TRIANGULAR PLOT OF GROUND FORMED BY ROADS.
 DJ1972'STATION IS A STANDARD DISK, STAMPED---CENTER 1958---SET IN THE TOP OF
 DJ1972'A SQUARE CONCRETE POST, PROJECTING 0.06 M (0.2 FT).  IT IS 42.67 M
 DJ1972'(140.0 FT) NORTHEAST OF A POWER POLE, 27.13 M (89.0 FT) SOUTH OF A
 DJ1972'POWER POLE, 22.86 M (75.0 FT) EAST OF THE CENTER OF THE MAIN GRAVEL
 DJ1972'ROAD, 18.29 M (60.0 FT) NORTH NORTHWEST OF THE CENTER OF A GRAVEL
 DJ1972'ROAD, 14.63 M (48.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 DJ1972'0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.
 DJ1972'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---CENTER NO 2
 DJ1972'1958---SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 0.15 M
 DJ1972'(0.5 FT).  IT IS 13.11 M (43.0 FT) EAST OF THE CENTER OF THE MAIN
 DJ1972'GRAVEL ROAD, 9.14 M (30.0 FT) SOUTHWEST OF A POWER POLE, 8.23 M
 DJ1972'(27.0 FT) SOUTHEAST OF A TELEPHONE CABLE PED, 4.88 M (16.0 FT)
 DJ1972'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 0.3 M (1.0 FT) SOUTHWEST
 DJ1972'OF A METAL WITNESS POST.
 DJ1972'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---CENTER NO 3 1958
 DJ1972'1975---SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 0.08 M
 DJ1972'(0.3 FT).  IT IS 8.53 M (28.0 FT) SOUTHWEST OF A 14 INCH PINE, 4.27 M
 DJ1972'(14.0 FT) NORTHEAST OF THE CENTER OF A GRAVEL ROAD AND 0.37 M
 DJ1972'(1.2 FT) NORTHEAST OF A METAL WITNESS POST.
 DJ1972'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CENTER 1958---SET IN TOP OF
 DJ1972'A SQUARE CONCRETE POST, PROJECTING 0.15 M (0.5 FT).  IT IS 50.44 M
 DJ1972'(165.5 FT) SOUTHEAST OF A POWER POLE, 12.95 M (42.5 FT) EAST OF A 10
 DJ1972'INCH OAK, 6.71 M (22.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD AND
 DJ1972'0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1281 ***********************************************************************
 CO1281  DESIGNATION -  CENTER RM 3
 CO1281  PID         -  CO1281
 CO1281  STATE/COUNTY-  MS/NEWTON
 CO1281  USGS QUAD   -  DUFFEE (1982)
 CO1281
 CO1281                         *CURRENT SURVEY CONTROL
 CO1281  ___________________________________________________________________
 CO1281* NAD 83(1993)-  32 26 29.81703(N)    088 57 19.21307(W)     ADJUSTED  
 CO1281* NAVD 88     -       183.4    (meters)     602.     (feet)  VERTCON   
 CO1281  ___________________________________________________________________
 CO1281  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CO1281  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO1281  HORZ ORDER  -  FIRST
 CO1281
 CO1281.The horizontal coordinates were established by classical geodetic methods
 CO1281.and adjusted by the National Geodetic Survey in May 1994.
 CO1281
 CO1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1281
 CO1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1281
 CO1281.The geoid height was determined by GEOID03.
 CO1281
 CO1281;                    North         East     Units Scale Factor Converg.
 CO1281;SPC MS E     -   326,124.486   288,527.662   MT  0.99995162   -0 03 55.6
 CO1281;SPC MS E     - 1,069,960.08    946,611.17   sFT  0.99995162   -0 03 55.6
 CO1281;UTM  16      - 3,591,070.163   316,183.429   MT  1.00001667   -1 02 57.2
 CO1281
 CO1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1281!SPC MS E     -   0.99997557  x   0.99995162  =   0.99992719
 CO1281!UTM  16      -   0.99997557  x   1.00001667  =   0.99999223
 CO1281
 CO1281:                Primary Azimuth Mark                     Grid Az
 CO1281:SPC MS E     -  FANCHER                                  006 34 05.2
 CO1281:UTM  16      -  FANCHER                                  007 33 06.8
 CO1281
 CO1281|---------------------------------------------------------------------|
 CO1281| PID    Reference Object                     Distance      Geod. Az  |
 CO1281|                                                           dddmmss.s |
 CO1281| CO1302 FANCHER                             APPROX.18.9 KM 0063009.6 |
 CO1281| CO1611 CENTER RM 1                          22.435 METERS 12859     |
 CO1281| CO1280 CENTER                               15.391 METERS 16902     |
 CO1281| CO1612 CENTER RM 2                          42.593 METERS 17659     |
 CO1281| CO1320 COUNTY LINE LOT                     APPROX.19.8 KM 3250012.7 |
 CO1281|---------------------------------------------------------------------|
 CO1281
 CO1281                          SUPERSEDED SURVEY CONTROL
 CO1281
 CO1281  NAD 83(1993)-  32 26 29.82739(N)    088 57 19.21577(W) AD(       ) 1
 CO1281  NAD 83(1986)-  32 26 29.82837(N)    088 57 19.21602(W) AD(       ) 1
 CO1281  NAD 27      -  32 26 29.31953(N)    088 57 19.02509(W) AD(       ) 1
 CO1281  NGVD 29 (07/19/86)  183.4    (m)          602.     (f) VERT ANG    3  
 CO1281
 CO1281.Superseded values are not recommended for survey control.
 CO1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1281.See file dsdata.txt to determine how the superseded data were derived.
 CO1281
 CO1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA1618391070(NAD 83)
 CO1281_MARKER: DR = REFERENCE MARK DISK
 CO1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1281_SP_SET: CONCRETE POST
 CO1281_STAMPING: CENTER NO 3 1970
 CO1281_MARK LOGO: NGS   
 CO1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1281+STABILITY: SURFACE MOTION
 CO1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1281+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 CO1281
 CO1281  HISTORY     - Date     Condition        Report By
 CO1281  HISTORY     - 1970     MONUMENTED       NGS
 CO1281  HISTORY     - 1970     GOOD             NGS
 CO1281  HISTORY     - 19890724 GOOD             MSHD
 CO1281
 CO1281                          STATION DESCRIPTION
 CO1281
 CO1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1281'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF UNION,
 CO1281'9 MILES EAST OF DECATUR, 8 MILES NORTH OF CHUNKY, IN SECTION 22,
 CO1281'T7N, R13E AND ON THE PROPERTY OF MR. L.O. TODD.
 CO1281'
 CO1281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 CO1281'AND 491, (0.2 MILE SOUTH OF THE NEWTON-NESHOBA COUNTY LINE AND
 CO1281'ABOUT 18 MILES SOUTHEAST OF PHILADELPHIA), GO SOUTHWEST AND
 CO1281'SOUTH ON THE SURFACED ROAD FOR 5.9 MILES TO THE JUNCTION OF STATE
 CO1281'HIGHWAY 494.  CONTINUE AHEAD SOUTH ON THE SURFACED ROAD FOR 0.8
 CO1281'MILE TO A RAILROAD CROSSING IN THE SMALL SETTLEMENT OF
 CO1281'DUFFE.  CONTINUE AHEAD SOUTH ON THE SURFACED ROAD FOR 3.3 MILES
 CO1281'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A
 CO1281'GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT, JUST BEFORE
 CO1281'REACHING A REVERSE FORK LEFT.  TURN LEFT AND GO SOUTHERLY ON
 CO1281'THE GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT AS
 CO1281'DESCRIBED.
 CO1281'
 CO1281'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CO1281'CENTER 1930 NO 3 1970, SET IN THE TOP OF A ROUND CONCRETE
 CO1281'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 CO1281'ABOVE THE GROUND SURFACE.  A SUBSURFACE REFERENCE MARK DISK WAS
 CO1281'SET.  IT IS 73 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 CO1281'ATTACHED, 49.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST
 CO1281'WITH SIGN ATTACHED AND 38 FEET WEST OF THE CENTER OF THE
 CO1281'GRAVELED ROAD.
 CO1281'
 CO1281'THE MARK IS A STANDARD STATION MARK DISK STAMPED CENTER 1930,
 CO1281'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CO1281'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET WEST
 CO1281'OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET WEST OF A METAL
 CO1281'WITNESS POST WITH SIGN ATTACHED.
 CO1281'
 CO1281'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CENTER NO 1 1930,
 CO1281'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 CO1281'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET EAST OF THE
 CO1281'CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF THE METAL
 CO1281'WITNESS POST WITH SIGN ATTACHED.
 CO1281'
 CO1281'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CENTER NO 2 1930,
 CO1281'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 CO1281'FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET WEST OF THE
 CO1281'CENTER OF THE GRAVELED ROAD AND 1.5 FEET NORTH OF A METAL
 CO1281'WITNESS POST WITH SIGN ATTACHED.
 CO1281'
 CO1281'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 CO1281
 CO1281                          STATION RECOVERY (1970)
 CO1281
 CO1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CO1281'RECOVERED IN GOOD CONDITION.
 CO1281
 CO1281                          STATION RECOVERY (1989)
 CO1281
 CO1281'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1281'MARK IS LOCATED 12.88 KM (8.00 MI) NORTH OF CHUNKY ON THE WEST SIDE OF
 CO1281'A GRAVEL ROAD, 14.49 KM (9.00 MI) EAST OF DECATUR NEAR THE NORTH SIDE
 CO1281'OF SECTION 22, T7N, R13E. TO REACH FROM THE EXIT 121 BRIDGE OVER I-20
 CO1281'ABOUT 1.61 KM (1.00 MI) NORTH OF CHUNKY, GO NORTH ON A PAVED ROAD FOR
 CO1281'11.27 KM (7.00 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON A
 CO1281'GRAVEL ROAD FOR 2.25 KM (1.40 MI) TO A FORK, TAKE THE LEFT FORK AND GO
 CO1281'SOUTH ON A GRAVEL ROAD FOR 1.05 KM (0.65 MI) TO THE TOP OF A HILL AND
 CO1281'THE MARK ON THE RIGHT. MARK IS AS STANDARD REFERENCE MARK DISK SET IN
 CO1281'THE TOP OF A ROUND CONCRETE POST PROJECTING 0.09 M (0.3 FT). IT IS
 CO1281'11.89 M (39.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 8.23 M
 CO1281'(27.0 FT) EAST OF THE CENTER OF A ABANDONED ROAD, 6.1 M (20.0 FT) EAST
 CO1281'SOUTHEAST OF A 10 INCH OAK, 5.18 M (17.0 FT) NORTHEAST OF A 10 INCH
 CO1281'OAK, 5.03 M (16.5 FT) SOUTHWEST OF A 9 INCH TWIN OAK AND 0.3 M
 CO1281'(1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1546 ***********************************************************************
 BV1546  DESIGNATION -  CENTRAL
 BV1546  PID         -  BV1546
 BV1546  STATE/COUNTY-  MS/WAYNE
 BV1546  USGS QUAD   -  DENHAM (1982)
 BV1546
 BV1546                         *CURRENT SURVEY CONTROL
 BV1546  ___________________________________________________________________
 BV1546* NAD 83(1993)-  31 43 50.73146(N)    088 36 13.28771(W)     ADJUSTED  
 BV1546* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BV1546  ___________________________________________________________________
 BV1546  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BV1546  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BV1546  HORZ ORDER  -  SECOND
 BV1546
 BV1546.The horizontal coordinates were established by classical geodetic methods
 BV1546.and adjusted by the National Geodetic Survey in May 1994.
 BV1546
 BV1546.The orthometric height was scaled from a topographic map.
 BV1546
 BV1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1546
 BV1546.The geoid height was determined by GEOID03.
 BV1546
 BV1546;                    North         East     Units Scale Factor Converg.
 BV1546;SPC MS E     -   247,319.058   321,761.731   MT  0.99995584   +0 07 14.8
 BV1546;SPC MS E     -   811,412.61  1,055,646.61   sFT  0.99995584   +0 07 14.8
 BV1546;SPC AL W     -   192,401.417   495,409.222   MT  1.00006820   -0 34 49.9
 BV1546;UTM  16      - 3,511,711.371   348,072.910   MT  0.99988468   -0 50 36.9
 BV1546
 BV1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1546!SPC MS E     -   0.99998460  x   0.99995584  =   0.99994044
 BV1546!SPC AL W     -   0.99998460  x   1.00006820  =   1.00005280
 BV1546!UTM  16      -   0.99998460  x   0.99988468  =   0.99986928
 BV1546
 BV1546|---------------------------------------------------------------------|
 BV1546| PID    Reference Object                     Distance      Geod. Az  |
 BV1546|                                                           dddmmss.s |
 BV1546| BV2030 CENTRAL RM 1                         30.004 METERS 04257     |
 BV1546| BV1558 WAYNESBORO CONSUMERS BOX CO TANK    APPROX. 7.5 KM 2080904.9 |
 BV1546| BV1556 WAYNESBORO WELLS LAMONT WATER TANK  APPROX. 7.5 KM 2144120.0 |
 BV1546| BV1557 WAYNESBORO MUNICIPAL WATER TANK     APPROX. 7.3 KM 2150705.2 |
 BV1546| BV2032 CENTRAL AZ MK                                      2195628.6 |
 BV1546| BV2031 CENTRAL RM 2                         26.386 METERS 31423     |
 BV1546|---------------------------------------------------------------------|
 BV1546
 BV1546                          SUPERSEDED SURVEY CONTROL
 BV1546
 BV1546  NAD 83(1993)-  31 43 50.73778(N)    088 36 13.28810(W) AD(       ) 2
 BV1546  NAD 83(1986)-  31 43 50.74597(N)    088 36 13.28880(W) AD(       ) 2
 BV1546  NAD 27      -  31 43 50.16900(N)    088 36 13.16600(W) AD(       ) 2
 BV1546
 BV1546.Superseded values are not recommended for survey control.
 BV1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1546.See file dsdata.txt to determine how the superseded data were derived.
 BV1546
 BV1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4807311711(NAD 83)
 BV1546_MARKER: DS = TRIANGULATION STATION DISK
 BV1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1546_SP_SET: CONCRETE POST
 BV1546_STAMPING: CENTRAL 1956
 BV1546_MARK LOGO: CGS   
 BV1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1546+STABILITY: SURFACE MOTION
 BV1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1546+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1991
 BV1546
 BV1546  HISTORY     - Date     Condition        Report By
 BV1546  HISTORY     - 1956     MONUMENTED       CGS
 BV1546  HISTORY     - 1956     GOOD             CGS
 BV1546  HISTORY     - 1964     GOOD             MSHD
 BV1546  HISTORY     - 1971     GOOD             NGS
 BV1546  HISTORY     - 19910612 GOOD             MSHD
 BV1546
 BV1546                          STATION DESCRIPTION
 BV1546
 BV1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1546'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF SHUBUTA AND 4
 BV1546'1/2 MILES NORTHEAST OF WAYNESBORO ON A LOW WOODED HILL PARTLY
 BV1546'COVERED WITH SCRUB TIMBER. IT IS ON PROPERTY OWNED BY MR. O.W.
 BV1546'HOLCOMB. IT IS 25 FEET EAST OF THE CENTER OF A WOODS ROAD, 15 FEET
 BV1546'NORTHWEST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE AND 3 FEET
 BV1546'SOUTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 5
 BV1546'INCHES AND THE DISK IS STAMPED CENTRAL 1956.
 BV1546'
 BV1546'TO REACH THE STATION FROM THE POST OFFICE IN WAYNESBORO, GO EAST ON
 BV1546'CAR STREET FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAYS 45 AND 84.
 BV1546'CROSS HIGHWAY AND CONTINUE STRAIGHT AHEAD, EAST, ON BLACKTOPPED
 BV1546'ROAD FOR 2.15 MILES TO A LARGE SCHOOL ON THE LEFT. CONTINUE
 BV1546'STRAIGHT AHEAD, EAST, ON BLACKTOPPED ROAD FOR 0.8 MILE TO A FORK.
 BV1546'KEEP RIGHT AND CONTINUE NORTHEAST ON BLACKTOPPED ROAD FOR 0.85
 BV1546'MILE TO A SIDE ROAD LEFT JUST AFTER PASSING A HOUSE ON THE LEFT
 BV1546'WITH A PYRAMIDAL ROOF. TURN LEFT AND GO NORTH ON GRADED DIRT
 BV1546'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 BV1546'NORTH ON DIRT ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT JUST
 BV1546'AFTER PASSING OVER A HILL. TURN RIGHT AND GO EAST ON DIRT ROAD
 BV1546'FOR 0.05 MILE TO A FORK.  KEEP RIGHT AND CONTINUE ON DIRT ROAD FOR
 BV1546'0.05 MILE TO WOODS ROAD RIGHT AND A TRIANGULAR BLAZED TREE.
 BV1546'TURN RIGHT AND GO SOUTH ON WOODS ROAD FOR 0.1 MILE TO THE STATION
 BV1546'ON THE LEFT AS DESCRIBED.
 BV1546'
 BV1546'REFERENCE MARK 1 IS 86 FEET EAST OF THE CENTER OF WOODS ROAD AND
 BV1546'ON ABOUT THE SAME ELEVATION AS THE STATION MARK, THE MARK PROJECTS
 BV1546'ABOUT 4 INCHES AND THE DISK IS STAMPED CENTRAL NO 1 1956.
 BV1546'
 BV1546'REFERENCE MARK 2 IS 66 FEET EAST OF THE EDGE OF A CULTIVATED
 BV1546'FIELD AND 46 FEET SOUTHWEST OF THE CENTER OF WOODS ROAD AND ON ABOUT
 BV1546'THE SAME ELEVATION AS THE STATION MARK. THE MARK PROJECTS ABOUT 4
 BV1546'INCHES AND THE DISK IS STAMPED CENTRAL NO 2 1956.
 BV1546'
 BV1546'THE AZIMUTH MARK IS SET IN A FENCE LINE, 14 FEET WEST OF THE CENTER
 BV1546'OF A GRADED ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE
 BV1546'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CENTRAL 1956.
 BV1546
 BV1546                          STATION RECOVERY (1956)
 BV1546
 BV1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1546'RECOVERED IN GOOD CONDITION.
 BV1546
 BV1546                          STATION RECOVERY (1964)
 BV1546
 BV1546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1546'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1546'
 BV1546'THE DESCRIPTION IS ADEQUATE FOR THE STATION, R.M. 1, R.M. 2, AND THE
 BV1546'AZIMUTH MARK.
 BV1546'
 BV1546'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND 1.0
 BV1546'FOOT EAST OF THE AZIMUTH MARK.
 BV1546'
 BV1546'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 11-INCH
 BV1546'SQUARE, CONCRETE POSTS.
 BV1546
 BV1546                          STATION RECOVERY (1971)
 BV1546
 BV1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GW)
 BV1546'THE STATION WAS VISITED JANUARY 3, 1971, AND THE STATION MARK,
 BV1546'REFERENCE MARK NO. 1, NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD
 BV1546'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BV1546'
 BV1546'THE STATION IS LOCATED 11 MILES SOUTH SOUTHEAST OF SHUBUTA AND
 BV1546'4-1/2 MILES NORTHEAST OF WAYNESBORO.  IT IS ON PROPERTY OWNED BY
 BV1546'MR. O. W. HOLCOMB.  IT IS ON A LOW WOODED HILL PARTLY COVERED WITH
 BV1546'SCRUB TIMBER.  IT IS 25 FEET EAST OF THE CENTER OF A WOODS ROAD,
 BV1546'15 FEET NORTHWEST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE AND 1
 BV1546'FOOT EAST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 5
 BV1546'INCHES AND THE DISK IS STAMPED CENTRAL 1956.
 BV1546'
 BV1546'IT IS A STANDARD TRIANGULATION DISK, STAMPED CENTRAL 1956
 BV1546'PROJECTING 5 INCHES.
 BV1546'
 BV1546'REFERENCE MARK NO. 1 IS 86 FEET EAST OF THE CENTER OF WOODS ROAD
 BV1546'AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A
 BV1546'STANDARD REFERENCE MARK DISK STAMPED CENTRAL NO. 1 1956,
 BV1546'PROJECTING 4 INCHES.
 BV1546'
 BV1546'REFERENCE MARK NO. 2 IS 46 FEET SOUTHWEST OF THE CENTER OF WOODS
 BV1546'ROAD AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS
 BV1546'A STANDARD REFERENCE MARK DISK STAMPED CENTRAL NO. 2 1956.
 BV1546'
 BV1546'THE AZIMUTH MARK IS SET IN A FENCE LINE, 14 FEET EAST OF THE CENTER
 BV1546'OF A GRADED ROAD AND 1.0 FEET WEST OF A METAL WITNESS POST.  IT
 BV1546'IS A STANDARD AZIMUTH MARK DISK STAMPED CENTRAL 1956, PROJECTING
 BV1546'2 INCHES.
 BV1546'
 BV1546'TO REACH THE STATION FROM THE POST OFFICE IN WAYNESBORO, GO EAST
 BV1546'ON AZALEA DRIVE FOR 0.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 BV1546'45 AND 84.  CROSS HIGHWAY AND CONTINUE STRAIGHT AHEAD, EAST, ON
 BV1546'BLACKTOPPED ROAD FOR 3.0 MILES TO A FORK.  KEEP RIGHT AND CONTINUE
 BV1546'NORTHEAST ON BLACKTOPPED ROAD FOR 0.85 MILES TO A SIDEROAD LEFT
 BV1546'JUST AFTER PASSING A HOUSE ON THE LEFT WITH A PYRAMIDAL ROOF.
 BV1546'TURN LEFT AND GO NORTH ON A GRADED DIRT ROAD FOR 0.5 MILES TO THE
 BV1546'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON DIRT ROAD FOR
 BV1546'0.25 MILES TO A SIDEROAD RIGHT JUST AFTER PASSING OVER A HILL.
 BV1546'TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.05 MILES TO A FORK.
 BV1546'KEEP RIGHT AND CONTINUE ON DIRT ROAD FOR 0.05 MILES TO WOODS
 BV1546'ROAD RIGHT, AND TURN RIGHT AND GO SOUTH ON WOODS ROAD FOR 0.1 MILE
 BV1546'TO THE STATION ON THE LEFT AS DESCRIBED.
 BV1546
 BV1546                          STATION RECOVERY (1991)
 BV1546
 BV1546'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1546'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF WAYNESBORO,
 BV1546'ON TOP OF A WOODED HILL AND IS IN SECTION 20, T 9N, R 6W.
 BV1546'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND U.S. HIGHWAY 84
 BV1546'0.2 MI (0.3 KM) NORTHEAST OF THE POST OFFICE IN WAYNESBORO, GO
 BV1546'NORTHEAST ON U.S. HIGHWAY 84 FOR 3.95 MI (6.36 KM) TO A SIDE ROAD
 BV1546'LEFT (0.5 MI BEYOND A CEMETERY), TURN LEFT AND GO NORTH ON A PAVED
 BV1546'ROAD FOR 0.65 MI (1.05 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT
 BV1546'AND GO EAST ON A WOODS ROAD 0.1 MI (0.2 KM) TO A FORK, TAKE THE RIGHT
 BV1546'FORK AND GO SOUTH ON A WOODS ROAD FOR 0.1 MI (0.2 KM) TO THE MARK ON
 BV1546'THE RIGHT.
 BV1546'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1546'PROJECTING 4 INCHES, 64.5 FT (19.7 M) NORTHEAST OF A 12 INCH FORKED
 BV1546'OAK, 42.0 FT (12.8 M) EAST OF THE NORTHEAST CORNER OF A FRAME
 BV1546'BUILDING, 26.0 FT (7.9 M) NORTHWEST OF A 10 INCH OAK, 26.0 FT
 BV1546'(7.9 M) EAST OF THE CENTER OF A WOODS ROAD, 15.5 FT (4.7 M) NORTH OF
 BV1546'A 9 INCH OAK AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1762 ***********************************************************************
 BV1762  DESIGNATION -  CENTRAL
 BV1762  PID         -  BV1762
 BV1762  STATE/COUNTY-  MS/SIMPSON
 BV1762  USGS QUAD   -  SHIVERS (1971)
 BV1762
 BV1762                         *CURRENT SURVEY CONTROL
 BV1762  ___________________________________________________________________
 BV1762* NAD 83(1993)-  31 52 23.12629(N)    089 57 18.01439(W)     ADJUSTED  
 BV1762* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 BV1762  ___________________________________________________________________
 BV1762  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BV1762  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BV1762  HORZ ORDER  -  FIRST
 BV1762
 BV1762.The horizontal coordinates were established by classical geodetic methods
 BV1762.and adjusted by the National Geodetic Survey in May 1994.
 BV1762
 BV1762.The orthometric height was scaled from a topographic map.
 BV1762
 BV1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1762
 BV1762.The geoid height was determined by GEOID03.
 BV1762
 BV1762;                    North         East     Units Scale Factor Converg.
 BV1762;SPC MS W     -   263,139.977   735,797.007   MT  0.99996580   +0 11 59.2
 BV1762;SPC MS W     -   863,318.41  2,414,027.35   sFT  0.99996580   +0 11 59.2
 BV1762;UTM  16      - 3,530,177.587   220,445.081   MT  1.00056395   -1 33 40.9
 BV1762;UTM  15      - 3,530,413.287   788,072.032   MT  1.00062359   +1 36 32.4
 BV1762
 BV1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1762!SPC MS W     -   0.99998274  x   0.99996580  =   0.99994854
 BV1762!UTM  16      -   0.99998274  x   1.00056395  =   1.00054668
 BV1762!UTM  15      -   0.99998274  x   1.00062359  =   1.00060632
 BV1762
 BV1762:                Primary Azimuth Mark                     Grid Az
 BV1762:SPC MS W     -  D LO SCHOOL DISTRICT WATER TK            018 22 13.4
 BV1762:UTM  16      -  D LO SCHOOL DISTRICT WATER TK            020 07 53.5
 BV1762:UTM  15      -  D LO SCHOOL DISTRICT WATER TK            016 57 40.2
 BV1762
 BV1762|---------------------------------------------------------------------|
 BV1762| PID    Reference Object                     Distance      Geod. Az  |
 BV1762|                                                           dddmmss.s |
 BV1762| BV1770 D LO SCHOOL DISTRICT WATER TK       APPROX.13.9 KM 0183412.6 |
 BV1762| CG1325 CENTRAL AZ MK RESET                                03513     |
 BV1762| BV1746 MENDENHALL MUNICIPAL TANK           APPROX.13.2 KM 0372149.5 |
 BV1762| BV1747 MENDENHALL COUNTY CTHSE DOME        APPROX.12.8 KM 0390248.0 |
 BV1762| CG1326 CENTRAL RM 1                         32.586 METERS 15149     |
 BV1762| BW2179 BUCKLEY LOOKOUT TOWER               APPROX.12.4 KM 2080213.5 |
 BV1762| CG1327 CENTRAL RM 2                         33.714 METERS 23141     |
 BV1762| CG1324 CENTRAL AZ MK                                      3310716.5 |
 BV1762| BV1761 PINOLA LOOKOUT TOWER 1945            11.300 METERS 34830     |
 BV1762| CO1404 BRAXTON                             APPROX.16.9 KM 3565033.7 |
 BV1762|---------------------------------------------------------------------|
 BV1762
 BV1762                          SUPERSEDED SURVEY CONTROL
 BV1762
 BV1762  NAD 83(1986)-  31 52 23.14048(N)    089 57 18.01120(W) AD(       ) 1
 BV1762  NAD 27      -  31 52 22.56500(N)    089 57 17.72200(W) AD(       ) 1
 BV1762
 BV1762.Superseded values are not recommended for survey control.
 BV1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1762.See file dsdata.txt to determine how the superseded data were derived.
 BV1762
 BV1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2044530178(NAD 83)
 BV1762_MARKER: DS = TRIANGULATION STATION DISK
 BV1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1762+STABILITY: SURFACE MOTION
 BV1762
 BV1762  HISTORY     - Date     Condition        Report By
 BV1762  HISTORY     - 1945     MONUMENTED       CGS
 BV1762  HISTORY     - 1947     GOOD             CGS
 BV1762  HISTORY     - 1955     GOOD             CGS
 BV1762  HISTORY     - 1961     GOOD             CGS
 BV1762  HISTORY     - 1967     GOOD             MSHD
 BV1762  HISTORY     - 20020510 MARK NOT FOUND   CRAFT
 BV1762
 BV1762                          STATION DESCRIPTION
 BV1762
 BV1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BV1762'STATION IS LOCATED AT THE SITE OF PINOLA LOOKOUT TOWER, ON A HIGH
 BV1762'HILL ABOUT 3/4 MILE SE OF PINOLA, AND ON LAND OWNED BY THE STATE
 BV1762'OF MISSISSIPPI. IT IS 37.07 FEET NNW OF THE CENTER OF THE LOOKOUT
 BV1762'TOWER, 51 FEET E OF THE NE CORNER OF THE HOUSE, AND 21 FEET W OF A
 BV1762'TRIANGULAR-BLAZED 15-INCH TREE.
 BV1762'
 BV1762'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST,
 BV1762'STAMPED CENTRAL 1945, AND ABOUT FLUSH WITH THE GROUND. UNDERGROUND
 BV1762'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BV1762'
 BV1762'REFERENCE MARK 1 IS 106.91 FEET SSE OF THE STATION, 5 FEET S OF A
 BV1762'STANDARD WITNESS POST, AND 1 FOOT W OF THE FENCE. IT IS A BRONZE
 BV1762'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED CENTRAL NO 1
 BV1762'1945, AND PROJECTS ABOUT 4 INCHES.
 BV1762'
 BV1762'REFERENCE MARK 2 IS 110.61 FEET SW OF THE STATION, 37.5 FEET S OF
 BV1762'THE SW CORNER OF THE HOUSE, AND 41 FEET SW OF THE SE CORNER
 BV1762'OF THE HOUSE. IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 BV1762'CONCRETE POST, STAMPED CENTRAL NO 2 1945, AND ABOUT FLUSH WITH THE
 BV1762'GROUND.
 BV1762'
 BV1762'AZIMUTH MARK IS ABOUT 0.5 MILE NNW OF THE STATION ON THE N SIDE OF
 BV1762'STATE HIGHWAY 20, 20 FEET N OF THE CENTER OF THE HIGHWAY, 1 FOOT S
 BV1762'OF THE FENCE, AND 1.5 FEET W OF A STANDARD WITNESS POST. IT IS A
 BV1762'BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED CENTRAL
 BV1762'1945, AND PROJECTS ABOUT 4 INCHES.
 BV1762'
 BV1762'TO REACH THE STATION FROM THE MAIN CROSS ROADS IN PINOLA, GO E ON
 BV1762'STATE HIGHWAY 20 FOR 0.05 MILE TO A T-ROAD RIGHT,* TURN RIGHT AND GO
 BV1762'0.55 MILE TO A T-ROAD RIGHT LEADING TO THE LOOKOUT TOWER, TURN
 BV1762'RIGHT AND GO 0.25 MILE TO THE LOOKOUT TOWER AND STATION.
 BV1762'
 BV1762'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON STATE HIGHWAY
 BV1762'20 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BV1762'
 BV1762'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BV1762
 BV1762                          STATION RECOVERY (1947)
 BV1762
 BV1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1762'THE STATION WAS RECOVERED AS DESCRIBED IN 1945 BY J.C.P. AND ALL
 BV1762'MARKS WERE FOUND IN GOOD CONDITION. A DISCREPANCY WAS FOUND IN
 BV1762'VARIOUS DIRECTIONS IN DESCRIBING THE STATION. A NEW DESCRIPTION
 BV1762'FOLLOWS.
 BV1762'
 BV1762'THE STATION IS LOCATED ABOUT 0.75 MILE EAST-SOUTHEAST OF THE VILLAGE
 BV1762'OF PINOLA, AND 37.07 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 BV1762'PINOLA LOOKOUT TOWER. IT IS 51 FEET EAST OF THE NORTHEAST CORNER OF
 BV1762'A FARM HOUSE, AND 21 FEET WEST OF A TRIANGULARLY BLAZED 15-INCH
 BV1762'PINE TREE.  THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 BV1762'CENTRAL 1945.
 BV1762'
 BV1762'UNDERGROUND, STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1762'BRONZE DISKS SET IN CONCRETE.
 BV1762'
 BV1762'REFERENCE MARK NO. 1 IS 32.586 METERS (106.91 FEET) SOUTHEAST OF THE
 BV1762'STATION, 5 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE
 BV1762'LINE. THE MARK PROJCECTS 2 INCHES, AND THE DISK IS STAMPED CENTRAL
 BV1762'NO 1 1945. THE DISTANCE GIVEN ABOVE IS SLOPE MEASUREMENT AS THE
 BV1762'REFEENCE MARK IS ABOUT 9 FEET LOWER IN ELEVATION THAN THE STATION
 BV1762'MARK.
 BV1762'
 BV1762'REFERENCE MARK NO. 2 IS 33.714 METERS (110.61 FEET) SOUTHWEST OF THE
 BV1762'STATION, 41 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 BV1762'AND 37 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SAME FARM HOUSE.
 BV1762'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CENTRAL
 BV1762'NO 2 1945.
 BV1762'
 BV1762'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 20 FEET WEST
 BV1762'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 20, 1.5 FEET SOUTH OF
 BV1762'A WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE. THE MARK IS FLUSH
 BV1762'WITH THE GROUND, AND THE DISK IS STAMPED CENTRAL 1945.
 BV1762'
 BV1762'TO REACH THE STATION FROM THE RAILROAD STATION IN PINOLA, GO EAST
 BV1762'ON STATE HIGHWAY 20 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT ON STATE
 BV1762'HIGHWAY 20 AND GO 0.05 MILE TO A SIDE ROAD RIGHT.* TURN RIGHT AND
 BV1762'GO 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO
 BV1762'THE PINOLA LOOKOUT TOWER AND STATION AS DESCRIBED.
 BV1762'
 BV1762'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 20
 BV1762'AND SIDE ROAD RIGHT, CONTINUE ON STATE HIGHWAY 20 IN A NORTHERLY
 BV1762'DIRECTION FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BV1762'
 BV1762'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BV1762
 BV1762                          STATION RECOVERY (1955)
 BV1762
 BV1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1762'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1762'ALL THE BUILDINGS AND THE PINOLA LOOKOUT TOWER MENTIONED IN THE
 BV1762'PREVIOUS DESCRIPTIONS HAVE BEEN DISMANTLED AND MOVED FROM THE TOP
 BV1762'OF THE HILL. THE CONCRETE FOUNDATIONS FOR THE LEGS OF THE LOOKOUT
 BV1762'TOWER WERE FOUND AND PROJECT ABOUT 1 FOOT. THE SECTION OF THE
 BV1762'ROAD FROM THE MAIN ROAD TO THE STATION IS NO LONGER IN USE AND IS
 BV1762'BADLY ERODED.
 BV1762'
 BV1762'A NEW DESCRIPTION FOLLOWS--
 BV1762'
 BV1762'THE STATION IS LOCATED 0.75 MILE EAST-SOUTHEAST OF PINOLA ON THE
 BV1762'HIGHEST HILL IN THE VICINITY AND NEAR THE SITE OF THE FORMER PINOLA
 BV1762'LOOKOUT TOWER. IT IS 37.07 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 BV1762'THE FOUR CONCRETE FOUNDATIONS OF THE LOOKOUT TOWER, 31.5 FEET
 BV1762'SOUTHEAST OF THE SOUTHWEST FOOTING OF THE LOOKOUT TOWER, 26
 BV1762'FEET SOUTHWEST OF THE SOUTHEAST FOOTING, 19 FEET WEST OF A
 BV1762'TRIANGULAR BLAZED 12-INCH OAK TREE, ABOUT 35 FEET SOUTHEAST OF
 BV1762'THE HIGHEST PART OF THE HILL AND ON THE SOUTHEAST SLOPE. IT IS A
 BV1762'STANDARD DISK, STAMPED CENTRAL 1945, PROJECTING 2 INCHES.
 BV1762'
 BV1762'REFERENCE MARK NO. 1 IS 106.91 FEET (SLOPE) SOUTHEAST OF THE STATION,
 BV1762'24 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD LEADING TO THE
 BV1762'TOP OF THE HILL, 13 FEET SOUTH OF A 14-INCH OAK TREE AND 5 FEET
 BV1762'SOUTH OF A WITNESS POST. IT IS A STANDARD DISK, STAMPED CENTRAL NO 1
 BV1762'1945, PROJECTING 3 INCHES AND ABOUT 9 FEET LOWER THAN THE STATION.
 BV1762'
 BV1762'REFERENCE MARK NO. 2 IS 110.61 FEET SOUTHWEST OF THE STATION, 16
 BV1762'FEET SOUTH OF THE SOUTHEAST CORNER OF A 6 FOOT SQUARE CONCRETE
 BV1762'FOUNDATION OF A WELL AND OLD PUMP HOUSE, 11 FEET NORTH-NORTHEAST OF
 BV1762'A 12-INCH OAKE TREE. IT IS A STANDARD DISK, STAMPED CENTRAL NO 2
 BV1762'1945, FLUSH WITH THE GROUND.
 BV1762'
 BV1762'THE AZIMUTH MARK IS 0.5 MILE NORTH-NORTHWEST OF THE STATION, IN A
 BV1762'FENCE LINE, 24 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 BV1762'20,3 FEET SOUTHWEST OF A WITNESS POST, 4 FEET WEST-SOUTHWEST OF A
 BV1762'4- FOOT METAL POST AND 22 PACES NORTHEAST OF THE PINOLA CITY LIMITS
 BV1762'SIGN. IT IS A STANDARD DISK, STAMPED CENTRAL 1945, FLUSH WITH
 BV1762'THE GROUND.
 BV1762'
 BV1762'TO REACH THE STATION FROM THE RAILROAD STATION IN PINOLA, GO EAST ON
 BV1762'STATE HIGHWAY 20 FOR 0.2 MILES TO A CROSSROAD, TURN LEFT FOR 0.05
 BV1762'MILE TO A SIDEROAD RIGHT, TURN RIGHT AND GO 0.55 MILE TO A SIDE
 BV1762'ROAD RIGHT, LEADING UPHILL, TURN RIGHT AND FOLLOW ROAD UPHILL TO
 BV1762'THE SUMMIT AND THE STATION ON THE RIGHT.
 BV1762'
 BV1762'TO REACH THE AZIMUTH MARK FROM THE CROSS ROAD MENTIONED ABOVE, TURN
 BV1762'LEFT AND GO 0.1 MILE, TOWARD MENDENHALL, TO THE MARK ON THE LEFT.
 BV1762
 BV1762                          STATION RECOVERY (1961)
 BV1762
 BV1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 BV1762'THE STATION WAS VISITED AND THE STATION MARK, AZIMUTH MARK AND
 BV1762'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION. THE
 BV1762'AZIMUTH MARK WAS REQUESTED MOVED DUE TO ROAD CONSTRUCTION. A NEW
 BV1762'AZIMUTH MARK WAS ESTABLISHED AND THE AZIMUTH DETERMINED BY A
 BV1762'POLARIS OBSERVATION SINCE THE OLD AZIMUTH MARK WAS NOT VISIBLE FROM
 BV1762'THE STATION DUE TO DENSE GROWTH OF TIMBER. THE DISK FOR THE
 BV1762'OLD AZIMUTH MARK WAS RECLAIMED. THE 1955 DESCRIPTION BY R.A.E. IS
 BV1762'ADEQUATE TO RECOVER THE STATION AND REFEENCE MARKS. A
 BV1762'DESCRIPTION FOR THE NEW AZIMUTH MARK FOLLOWS--
 BV1762'
 BV1762'THE AZIMUTH MARK IS 1.0 MILE NORTH-NORTHEAST OF THE STATION, 180
 BV1762'FEET SOUTH OF STATE HIGHWAY 43, 30 FEET EAST OF A WELL, 76 FEET
 BV1762'SOUTHEAST OF THE SOUTHEAST CORNER OF A TENANT HOUSE, 41 FEET SOUTH
 BV1762'OF A 2-FOOT OAK TREE, 2 FEET SOUTHWEST OF THE SOUTH END OF A GATE
 BV1762'IN A FENCE LINE AND 2 FEET WEST OF A FENCE LINE AND WITNESS POST.
 BV1762'IT IS A STANDARD DISK, STAMPED CENTRAL RESET 1961, FLUSH WITH THE
 BV1762'GROUND.
 BV1762'
 BV1762'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION AT PINOLA GO
 BV1762'EAST FOR 0.2 MILE TO A CROSSROAD, THE JUNCITON OF STATE HIGHWAYS
 BV1762'28 AND 43, TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 43 FOR 1.15
 BV1762'MILE TO A TENANT HOUSE AND THE MARK ON THE RIGHT.
 BV1762
 BV1762                          STATION RECOVERY (1967)
 BV1762
 BV1762'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BV1762'THE STATION WAS VISITED 7-21-67 AND THE STATION, REFERENCE MARK, NO.
 BV1762'1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BV1762'
 BV1762'THE STATION IS LOCATED 0.75 MILES EAST SOUTHEAST OF PINOLA AND 7.9
 BV1762'MILES SOUTHWEST OF MENDENHALL, IN THE NORTHWEST, 1/4 OF SECTION 6, T
 BV1762'ION, R 19W, AND ON PROPERTY OWNED BY THE STATE OF MISSISSIPPI. IT
 BV1762'IS 37.07 FEET SOUTH SOUTHEAST OF THE CENTER OF THE FOUR CONCRET
 BV1762'BASES FOR THE FORMER PINOLA LOOKOUT TOWER, 31 FEET SOUTHEAST OF
 BV1762'THE SOUTHWEST TOWER FOOTING, 26 FEET SOUTH OF THE SOUTHEAST
 BV1762'TOWER FOOTING, 52 FEET NORTHEAST OF THE CENTER OF THE
 BV1762'ABANDONED ROAD, 19 FEET WEST OF A TRIANGULAR BLAZED OAK AND 1
 BV1762'FOOT SOUTHWEST OF A METAL WITNESS POST.
 BV1762'
 BV1762'IT IS A STANDARD TRIANGULATION DISK, STAMPED CENTRAL 1945 PROJECTING
 BV1762'2 INCHES.
 BV1762'
 BV1762'REFERENCE MARK NO. 1 IS 106.91 FEET SOUTHEAST OF THE STATION. IT
 BV1762'IS 32 FEET SOUTHWEST OF THE CENTER OF THE ABANDONED ROAD, 13 FEET
 BV1762'SOUTH OF A 14 INCH OAK, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BV1762'IT IS A STANDARD DISK, STAMPED CENTRAL NO. 1 1945, PROJECTING 3
 BV1762'INCHES.
 BV1762'
 BV1762'REFERENCE MARK NO.2 IS 17 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BV1762'6 FOOT SQUARE CONCRETE FOUNDATION, 11 FEET NORTH NORTHEAST OF A 12
 BV1762'INCH OAK AND 1 FOOT EAST OF A METAL WITNESS POST. IT IS A STANDARD
 BV1762'REFERENCE MARK DISK STAMPED CENTRAL NO. 2 1945 AND IS FLUSH WITH
 BV1762'THE GROUND SURFACE.
 BV1762'
 BV1762'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 139.20 FEET.
 BV1762'
 BV1762'THE AZIMUTH MARK IS 1 MILE NORTH NORTHEAST OF THE STATION. IT IS
 BV1762'180 FEET SOUTH OF TENANT HOUSE, 30 FEET EAST OF AN 8 INCH TILE WELL
 BV1762'AND 1 FOOT WEST OF A METAL WITNESS POST. THE STATION IS NO LONGER
 BV1762'VISIBLE FROM THE GROUND. IT IS A STANDARD AZIMUTH MARK
 BV1762'DISK, STAMPED CENTRAL 1945, AND IS FLUSH WITH THE
 BV1762'GROUND SURFACE.
 BV1762'
 BV1762'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE SIMPSON COUNTY
 BV1762'COURTHOUSE IN MENDENHALL GO SOUTH ON MAIN STREET FOR 0.1 MILE TO THE
 BV1762'INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT (NORTHWEST) AND
 BV1762'CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.95 MILE TO THE MISSISSIPPI
 BV1762'HIGHWAY 13 SOUTH BOUND ENTRANCE RAMP. TURN LEFT (SOUTHWEST) AND
 BV1762'CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 0.6 MILE TO MISSISSIPPI
 BV1762'HIGHWAY 43 ON THE RIGHT. TURN RIGHT (SOUTHWEST) AND CONTINUE ON
 BV1762'MISSISSIPPI HIGHWAY 43 FOR 6.45 MILES TO THE AZIMUTH ON THE
 BV1762'LEFT AS DESCRIBED. TO REACH THE STATION CONTINUE SOUTHWEST OF
 BV1762'MISSISSIPPI HIGHWAY 43 FOR 1.1 MILES TO A CROSSROADS JUST BEFORE
 BV1762'REACHING THE INTERSECTION OF MISSISSIPPI HIGHWAY 28. TURN LEFT
 BV1762'(SOUTHEAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.5 MILE TO
 BV1762'A TRACK ROAD ON THE RIGHT. TURN RIGHT (SOUTH) AND CONTINUE ON THE
 BV1762'TRACK ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION
 BV1762'AS DESCRIBED.
 BV1762
 BV1762                          STATION RECOVERY (2002)
 BV1762
 BV1762'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 BV1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2462 ***********************************************************************
 BH2462  DESIGNATION -  CENTRAL
 BH2462  PID         -  BH2462
 BH2462  STATE/COUNTY-  MS/GEORGE
 BH2462  USGS QUAD   -  MERRILL (1982)
 BH2462
 BH2462                         *CURRENT SURVEY CONTROL
 BH2462  ___________________________________________________________________
 BH2462* NAD 83(1993)-  30 54 22.17751(N)    088 40 08.41052(W)     ADJUSTED  
 BH2462* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 BH2462  ___________________________________________________________________
 BH2462  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BH2462  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH2462  HORZ ORDER  -  FIRST
 BH2462
 BH2462.The horizontal coordinates were established by classical geodetic methods
 BH2462.and adjusted by the National Geodetic Survey in May 1994.
 BH2462
 BH2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2462
 BH2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2462
 BH2462.The geoid height was determined by GEOID03.
 BH2462
 BH2462;                    North         East     Units Scale Factor Converg.
 BH2462;SPC MS E     -   155,884.956   315,708.827   MT  0.99995304   +0 05 03.9
 BH2462;SPC MS E     -   511,432.56  1,035,788.04   sFT  0.99995304   +0 05 03.9
 BH2462;UTM  16      - 3,420,395.650   340,500.317   MT  0.99991382   -0 51 26.8
 BH2462
 BH2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2462!SPC MS E     -   0.99999468  x   0.99995304  =   0.99994772
 BH2462!UTM  16      -   0.99999468  x   0.99991382  =   0.99990850
 BH2462
 BH2462:                Primary Azimuth Mark                     Grid Az
 BH2462:SPC MS E     -  LUCEDALE TANK                            073 59 56.4
 BH2462:UTM  16      -  LUCEDALE TANK                            074 56 27.1
 BH2462
 BH2462|---------------------------------------------------------------------|
 BH2462| PID    Reference Object                     Distance      Geod. Az  |
 BH2462|                                                           dddmmss.s |
 BH2462| BH2441 LUCEDALE TANK                       APPROX. 7.8 KM 0740500.3 |
 BH2462| BH2440 LUCEDALE COUNTY CTHSE DOME          APPROX. 7.8 KM 0754314.9 |
 BH2462| DD7679 CENTRAL AZ MK                                      0764758.5 |
 BH2462| BH2463 TT 4 C USGS 1942                    164.777 METERS 13448     |
 BH2462| BH2479 LUCEDALE CENTRAL FIRE TOWER         164.696 METERS 13449     |
 BH2462| DD7681 CENTRAL RM 1                         31.388 METERS 18720     |
 BH2462| DD7680 CENTRAL AZ MK RESET                                3002831.3 |
 BH2462| DD7682 CENTRAL RM 2                         34.540 METERS 31049     |
 BH2462|---------------------------------------------------------------------|
 BH2462
 BH2462                          SUPERSEDED SURVEY CONTROL
 BH2462
 BH2462  NAD 83(1993)-  30 54 22.18680(N)    088 40 08.40829(W) AD(       ) 1
 BH2462  NAD 83(1986)-  30 54 22.19525(N)    088 40 08.41097(W) AD(       ) 1
 BH2462  NAD 27      -  30 54 21.52800(N)    088 40 08.30900(W) AD(       ) 1
 BH2462  NGVD 29 (07/19/86)   62.4    (m)          205.     (f) VERT ANG    3  
 BH2462
 BH2462.Superseded values are not recommended for survey control.
 BH2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2462.See file dsdata.txt to determine how the superseded data were derived.
 BH2462
 BH2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4050020396(NAD 83)
 BH2462_MARKER: DS = TRIANGULATION STATION DISK
 BH2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2462
 BH2462  HISTORY     - Date     Condition        Report By
 BH2462  HISTORY     - 1942     MONUMENTED       CGS
 BH2462  HISTORY     - 1958     GOOD             CGS
 BH2462  HISTORY     - 1964     GOOD             CGS
 BH2462  HISTORY     - 1971     GOOD             MSHD
 BH2462  HISTORY     - 1980     GOOD             MSSU
 BH2462
 BH2462                          STATION DESCRIPTION
 BH2462
 BH2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2462'STATION IS LOCATED ABOUT 5-1/2 MILES W OF LUCEDALE, 540.06 FEET N OF
 BH2462'THE CENTRAL FIRE TOWER (TT 4C-USGS-1940), 29 FEET ENE OF THE CENTER
 BH2462'LINE OF A GRAVEL ROAD, AND 4.6 FEET E OF A 4 BY 4 WHITE POST.  THE
 BH2462'MARK PROJECTS 6 INCHES AND IS STAMPED CENTRAL 1942.
 BH2462'
 BH2462'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH2462'BRONZE DISKS SET IN CONCRETE.
 BH2462'
 BH2462'REFERENCE MARK NO. 1 IS 102.97 FEET S OF THE STATION, 27.7 FEET S OF
 BH2462'A TELEPHONE POLE, AND 18.7 FEET W OF THE CENTER LINE OF A GRAVEL
 BH2462'ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED CENTRAL NO. 1 1942.
 BH2462'
 BH2462'REFERENCE MARK NO. 2 IS 113.30 FEET W OF THE STATION, 27 FEET W OF
 BH2462'THE CENTER LINE OF A GRAVEL ROAD, AND 4.2 FEET N OF A TELEPHONE POLE,
 BH2462'THE MARK PROJECTS 6 INCHES AND IS STAMPED CENTRAL NO. 2 1942.
 BH2462'
 BH2462'THE AZIMUTH MARK IS ABOUT 0.4 MILE ENE OF THE STATION, 20.5 FEET W OF
 BH2462'THE CENTER LINE OF A GRAVEL ROAD, 4.7 FEET S OF A TELEPHONE POLE,
 BH2462'AND 4.6 FEET N OF A 4-BY 4-INCH WHITE POST.  THE MARK PROJECTS 8
 BH2462'INCHES AND IS STAMPED CENTRAL 1942.
 BH2462'
 BH2462'TO REACH AZIMUTH MARK FROM STATION GO S 0.05 MILE, TURN LEFT AND GO
 BH2462'0.5 MILE TO MARK ON THE LEFT SIDE OF ROAD.
 BH2462'
 BH2462'TO REACH STATION FROM POST OFFICE IN LUCEDALE GO W ON STATE HIGHWAY
 BH2462'15 FOR 0.12 MILE, TURN LEFT AND GO S 0.4 MILE, TURN RIGHT PAST
 BH2462'SCHOOL AND CONTINUE W ON DIRT ROAD FOR 2.85 MILES TO FORKS IN ROAD,
 BH2462'CONTINUE W ON RIGHT FORK FOR 2.6 MILES TO THE TOP OF A SMALL RIDGE
 BH2462'AND T-ROAD, TURN RIGHT AND GO 0.05 MILE TO STATION ON THE RIGHT SIDE
 BH2462'OF ROAD.
 BH2462'
 BH2462'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2462
 BH2462                          STATION RECOVERY (1958)
 BH2462
 BH2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2462'THE STATION WAS VISITED 5-22-58 AND ALL MARKS WERE FOUND IN GOOD
 BH2462'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH2462'
 BH2462'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF LUCEDALE, 0.1 MILE OR
 BH2462'540.06 FEET NORTH OF THE CENTRAL FIRE TOWER, 28 FEET
 BH2462'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 80 FEET NORTHEAST OF A
 BH2462'TELEPHONE POLE, AND 5.5 FEET NORTH OF AN 8-INCH OAK TREE.  IT IS
 BH2462'IN AN OPENING ON THE TOP OF A KNOLL.  IT IS A STANDARD DISK SET IN
 BH2462'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  IT IS
 BH2462'STAMPED CENTRAL 1942.
 BH2462'
 BH2462'REFERENCE MARK NO. 1 IS 102.97 FEET SOUTH OF THE STATION, 19 FEET
 BH2462'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, AND 45 FEET SOUTHEAST OF A
 BH2462'TELEPHONE POLE, IT IS A STANDARD DISK, STAMPED CENTRAL NO 1 1942,
 BH2462'PROJECTING 6 INCHES.
 BH2462'
 BH2462'REFERENCE MARK NO. 2 IS 113.30 FEET WEST OF THE STATION, 28.5 FEET
 BH2462'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 14.5 FEET EAST OF A
 BH2462'10-INCH SCRUB OAK TREE, AND 40 FEET NORTH OF A 10-INCH SCRUB OAK
 BH2462'TREE.  IT IS A STANDARD DISK, STAMPED CENTRAL NO 2 1942, PROJECTING 6
 BH2462'INCHES.
 BH2462'
 BH2462'A TRAVERSE CONNECTION WAS MADE TO U.S. GEOLOGICAL SURVEY MARK TT 4 C
 BH2462'1940, IN 1942.  IT IS 540.06 FEET SOUTHEAST OF THE STATION, UNDER
 BH2462'THE APPROXIMATE CENTER OF THE CENTRAL FIRE TOWER, 38 FEET
 BH2462'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 69.5 SOUTH-SOUTHWEST OF
 BH2462'THE SOUTHEAST CORNER OF A SMALL RANGER HOUSE NEAR THE FIRE TOWER, AND
 BH2462'24 FEET NORTHWEST OF A SMALL CEDAR TREE IN FENCE LINE.  IT IS A
 BH2462'U.S. GEOLOGICAL SURVEY DISK, STAMPED TT 4 C 1940, SET IN THE TOP OF
 BH2462'AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BH2462'
 BH2462'THE AZIMUTH MARK IS 0.5 MILE EAST-NORTHEAST OF THE STATION, ON AN OLD
 BH2462'ROAD LEADING NORTHEAST FROM THE STATION, 19 FEET WEST OF THE MAIN
 BH2462'ROAD, 7 FEET EAST OF A TRACK ROAD, 51 FEET NORTH OF THE JUNCTION WITH
 BH2462'A TRACK ROAD LEADING EAST.  IT IS A STANDARD DISK, STAMPED CENTRAL
 BH2462'1942, PROJECTING 6 INCHES.  THE AZIMUTH MARK IS NOT
 BH2462'VISIBLE FROM THE STATION DUE TO DENSE TIMBER.
 BH2462'
 BH2462'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST ON
 BH2462'U.S. HIGHWAY 98 FOR 0.3 MILE TO ITS JUNCTION WTH STATE HIGHWAY 26,
 BH2462'TURN LEFT AND GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 26 FOR 4.55
 BH2462'MILES TO A SIDE ROAD LEADING WEST (ABOUT 0.75 MILE NORTHEAST OF THE
 BH2462'CENTRAL SCHOOL), TURN RIGHT AND GO WEST AND NORTH FOR 1.25 MILE TO A
 BH2462'FORK, TAKE RIGHT FORK AND GO NORTH AND NORTHEAST FOR 0.8 MILE TO
 BH2462'THE CENTRAL FIRE TOWER AND TT 4 C (USGS) ON THE RIGHT, CONTINUE NORTH
 BH2462'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 BH2462'
 BH2462'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.05 MILE TO
 BH2462'A SIDE ROAD LEADING NORTHEAST, TURN LEFT AND GO IN A NORTHEAST
 BH2462'DIRECTION FOR 0.5 MILE TO A FORKS IN THE ROAD AND THE MARK ON THE
 BH2462'LEFT. THIS ROAD IS ABANDONED AND IS IN VERY POOR SHAPE IN
 BH2462'PLACES.
 BH2462
 BH2462                          STATION RECOVERY (1964)
 BH2462
 BH2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH2462'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BH2462'CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND AND A NEW ONE
 BH2462'WAS ESTABLISHED.  USGS MARK TT4C, LOCATED BENEATH THE CENTRAL
 BH2462'STATE FOREST LOOKOUT TOWER, WAS NOT VISIBLE DUE TO A HEAVY
 BH2462'STAND OF TIMBER NOW OBSTRUCTING THAT LINE.  A NEW TO REACH AND
 BH2462'A DESCRIPTION OF THE AZIMUTH MARK FOLLOWS.
 BH2462'
 BH2462'TO REACH FROM THE POST OFFICE IN LUCEDALE, GO WESTERLY ON U.S.
 BH2462'HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF HIGHWAY 98 AND
 BH2462'STATE HIGHWAY 26.  GO SOUTHWESTERLY ON HIGHWAY 26 FOR 1.0 MILE
 BH2462'TO THE INTERSECTION OF HIGHWAY 63, CONTINUE SOUTHWESTERLY ON
 BH2462'HIGHWAY 26 FOR 3.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BH2462'GO WESTERLY ON GRAVELED ROAD FOR 0.5 MILE TO A CATTLE GUARD,
 BH2462'CROSS CATTLE GUARD AND GO WESTERLY ON MAIN GRAVELED ROAD
 BH2462'TO A FORK, AND CONTINUE NORTHWESTERLY ON MAIN GRAVELED ROAD
 BH2462'FOR 0.3 MILE TO THE CENTRAL STATE FOREST LOOKOUT TOWER ON THE
 BH2462'RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.1 MILE TO
 BH2462'STATION ON THE RIGHT AT HIGHEST POINT OF KNOLL.  TO REACH
 BH2462'THE AZIMUTH, CONTINUE ON MAIN ROAD PAST STATION FOR 0.4 MILE
 BH2462'TO POINT WHERE ROAD TURNS SHARP RIGHT AND OLD FARM HOUSE
 BH2462'STRAIGHT AHEAD.  THENCE TURN SHARP LEFT UP LINE OF POWER
 BH2462'POLES FOR ABOUT 300 FEET AND AZIMUTH ON LEFT.
 BH2462'
 BH2462'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 BH2462'OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES AND IS
 BH2462'STAMPED CENTRAL 1942 RESET 1964.  IT IS 75 FEET WEST OF CENTER
 BH2462'OF GRADED DIRT ROAD, 41 FEET NORTHWEST OF AN 18 INCH PINE TREE
 BH2462'AND 14 FEET EAST OF LINE OF POWER POLES.
 BH2462'
 BH2462'A TRAVERSE TIE WAS MADE TO STATION CENTRAL RM A, DISTANCE BEING
 BH2462'116.46 FEET OR 35.498 M.
 BH2462
 BH2462                          STATION RECOVERY (1971)
 BH2462
 BH2462'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2462'THE STATION WAS VISITED 9-15-71 AND THE STATION MARK, REFERENCE MARK,
 BH2462'NO 1, NO 2, AZIMUTH MARK RESET TT4C(USGS) WERE FOUND IN GOOD
 BH2462'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH2462'
 BH2462'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF LUCEDALE ON THE EAST
 BH2462'SIDE OF A COUNTY ROAD, 0.1 MILES NORTHWEST OF THE CENTRAL LOOKOUT
 BH2462'TOWER IN THE NORTHEAST 1/4 OF SECTION 3, T2S, R7W ON LAND OWNED BY
 BH2462'MR. PATTON OF HATTIESBURG.  IT IS 28 FEET EAST OF THE CENTER OF A
 BH2462'GRAVELED ROAD, 80 FEET NORTHEAST OF A POWER POLE, 18.6 FEET SOUTH OF
 BH2462'A 5 INCH PERSIMMON AND 1 FOOT EAST OF A METAL WITNESS POST.
 BH2462'
 BH2462'IT IS A TRIANGULATION DISK, STAMPED CENTRAL 1942 PROJECTING 6 INCHES.
 BH2462'
 BH2462'REFERENCE MARK NO 1 IS 17 FEET WEST-SOUTHWEST OF THE CENTER OF A
 BH2462'GRAVELED ROAD, 45 FEET SOUTHEAST OF A POWER POLE, 20 FEET EAST OF
 BH2462'A 7 INCH OAK, 10 FEET NORTH OF A FENCE, 6 FEET SOUTHWEST OF A POWER
 BH2462'LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BH2462'DISK, STAMPED CENTRAL NO 1 1942, PROJECTING 5 INCHES.
 BH2462'
 BH2462'REFERENCE MARK NO 2 IS 27 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BH2462'14.5 FEET SOUTHEAST OF A 12 INCH OAK, 40 FEET NORTH-NORTHEAST OF
 BH2462'A 12 INCH OAK AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BH2462'REFERENCE MARK DISK STAMPED CENTRAL NO 2 1942, PROJECTING 6 INCHES.
 BH2462'
 BH2462'CENTRAL RM A IS 116.46 BY A TRAVERSE CONNECTION SOUTHWEST OF THE
 BH2462'STATION.  IT IS 74 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED
 BH2462'ROAD, 40.5 FEET SOUTHWEST OF A POWER POLE, 38.5 FEET SOUTHWEST OF A
 BH2462'POWER LINE, 37.5 FEET NORTHWEST OF A 10 INCH PINE, 27 FEET NORTH OF
 BH2462'A FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS
 BH2462'TRIANGULATION DISK STAMPED CENTRAL RM A 1964.
 BH2462'
 BH2462'BM TT4C IS 540.06 FEET BY TRAVERSE CONNECTION SOUTHEAST OF THE STAION
 BH2462'UNDER THE APPROXIMATE CENTER OF THE CENTRAL LOOKOUT TOWER.  IT
 BH2462'IS 34 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 35 FEET WEST
 BH2462'OF THE CENTER OF A DRIVEWAY, 57.5 FEET NORTHWEST OF A POWER POLE WITH
 BH2462'A LAMP, 57 FEET WEST OF THE SOUTHWEST CORNER OF AN OVAL SHAPED
 BH2462'BUILDING, 69.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE
 BH2462'ASBESTOS SIDING HOUSE, 12 FEET WEST OF THE PROJECTED PLANE OF THE
 BH2462'EAST WALL OF THE HOUSE AND 63 FEET SOUTHWEST OF AN 18 INCH CEDAR.
 BH2462'IT IS A USGS BENCH MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE
 BH2462'CONCRETE POST FLUSH WITH THE GROUND STAMPED TT4C 1940.
 BH2462'
 BH2462'THE AZIMUTH MARK IS 0.5 MILE EAST-NORTHEAST OF THE STATION.  IT IS 21
 BH2462'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 40 FEET NORTH OF THE
 BH2462'PROJECTED CENTER OF A TRACK ROAD, 7 FEET EAST OF THE CENTER OF A
 BH2462'TRACK ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST. THE
 BH2462'STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS AN AZIMUTH MARK DISK
 BH2462'STAMPED CENTRAL 1942 PROJECTING 8 INCHES.
 BH2462'
 BH2462'THE AZIMUTH MARK RESET IS 0.4 MILES NORTHWEST OF THE STATION.  IT IS
 BH2462'75 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 135.5 FEET EAST
 BH2462'OF A POWER POLE WITH GUY WIRES, 13 FEET NORTH OF THE CENTER OF A
 BH2462'TRACK ROAD, 16 FEET NORTH OF A R.O.W.  OF POLES, 39 FEET
 BH2462'WEST-SOUTHWEST OF A 16 INCH PINE AND 1 FOOT SOUTH OF A METAL WITNESS
 BH2462'POST.  IT IS AN AZIMUTH MARK DISK STAMPED CENTRAL 1942 RESET 1964
 BH2462'PROJECTING 5 INCHES.
 BH2462'
 BH2462'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH2462'U.S. HIGHWAY 98 FOR 0.25 MILES TO THE JUNCTION OF STATE HIGHWAY 26.
 BH2462'TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 4.6 MILES TO A
 BH2462'SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE NORTHWEST ON A GRAVELED
 BH2462'ROAD FOR 1.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH
 BH2462'ON A GRAVELED ROAD FOR 0.9 MILES TO A SIDE ROAD RIGHT JUST BEYOND
 BH2462'A LOOKOUT TOWER.  CONTINUE NORTH ON A GRAVELED ROAD FOR ABOUT 250
 BH2462'FEET TO THE STATION ON THE RIGHT AND THE AZIMUTH MARK RESET ON THE
 BH2462'LEFT JUST BEFORE REACHING A CURVE.  TURN RIGHT AND CONTINUE EAST
 BH2462'ON A NARROW GRAVELED ROAD FOR 0.45 MILES TO A SIDE ROAD RIGHT AND THE
 BH2462'AZIMUTH MARK IS ON THE LEFT.
 BH2462'
 BH2462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 BH2462'WEST-SOUTHWEST OF LUCEDALE
 BH2462
 BH2462                          STATION RECOVERY (1980)
 BH2462
 BH2462'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2462'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2581 ***********************************************************************
 BH2581  DESIGNATION -  CENTRAL
 BH2581  PID         -  BH2581
 BH2581  STATE/COUNTY-  MS/HARRISON
 BH2581  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2581
 BH2581                         *CURRENT SURVEY CONTROL
 BH2581  ___________________________________________________________________
 BH2581* NAD 83(1993)-  30 25 01.94062(N)    089 05 44.62174(W)     ADJUSTED  
 BH2581* NAVD 88     -         5.086  (meters)      16.69   (feet)  ADJUSTED  
 BH2581  ___________________________________________________________________
 BH2581  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BH2581  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2581  DYNAMIC HT  -           5.079 (meters)      16.66  (feet)  COMP
 BH2581  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 BH2581
 BH2581  HORZ ORDER  -  SECOND
 BH2581  VERT ORDER  -  SECOND    CLASS II
 BH2581
 BH2581.The horizontal coordinates were established by classical geodetic methods
 BH2581.and adjusted by the National Geodetic Survey in May 1994.
 BH2581
 BH2581.The orthometric height was determined by differential leveling
 BH2581.and adjusted in May 1996.
 BH2581
 BH2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2581
 BH2581.The geoid height was determined by GEOID03.
 BH2581
 BH2581.The dynamic height is computed by dividing the NAVD 88
 BH2581.geopotential number by the normal gravity value computed on the
 BH2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2581.degrees latitude (g = 980.6199 gals.).
 BH2581
 BH2581.The modeled gravity was interpolated from observed gravity values.
 BH2581
 BH2581;                    North         East     Units Scale Factor Converg.
 BH2581;SPC MS E     -   101,698.009   274,790.278   MT  0.99995784   -0 07 58.3
 BH2581;SPC MS E     -   333,654.22    901,541.10   sFT  0.99995784   -0 07 58.3
 BH2581;UTM  16      - 3,366,881.036   298,700.654   MT  1.00009992   -1 03 41.1
 BH2581
 BH2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2581!SPC MS E     -   1.00000363  x   0.99995784  =   0.99996147
 BH2581!UTM  16      -   1.00000363  x   1.00009992  =   1.00010355
 BH2581
 BH2581:                Primary Azimuth Mark                     Grid Az
 BH2581:SPC MS E     -  CENTRAL AZ MK                            000 18 01.1
 BH2581:UTM  16      -  CENTRAL AZ MK                            001 13 43.9
 BH2581
 BH2581|---------------------------------------------------------------------|
 BH2581| PID    Reference Object                     Distance      Geod. Az  |
 BH2581|                                                           dddmmss.s |
 BH2581| BH3302 CENTRAL AZ MK                                      0001002.8 |
 BH2581| BH3301 CENTRAL RM 3                         25.321 METERS 01832     |
 BH2581| BH1048 P 17                                  8.922 METERS 08903     |
 BH2581| DD7683 CENTRAL RM 1                         25.408 METERS 35907     |
 BH2581|---------------------------------------------------------------------|
 BH2581
 BH2581                          SUPERSEDED SURVEY CONTROL
 BH2581
 BH2581  NAD 83(1986)-  30 25 01.95737(N)    089 05 44.61144(W) AD(       ) 2
 BH2581  NAD 27      -  30 25 01.24800(N)    089 05 44.47400(W) AD(       ) 2
 BH2581
 BH2581.Superseded values are not recommended for survey control.
 BH2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2581.See file dsdata.txt to determine how the superseded data were derived.
 BH2581
 BH2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9870166881(NAD 83)
 BH2581_MARKER: DS = TRIANGULATION STATION DISK
 BH2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2581_SP_SET: SQUARE CONCRETE MONUMENT
 BH2581_STAMPING: CENTRAL 1958
 BH2581_MARK LOGO: CGS   
 BH2581_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2581+STABILITY: SURFACE MOTION
 BH2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2581+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1988
 BH2581
 BH2581  HISTORY     - Date     Condition        Report By
 BH2581  HISTORY     - 1958     MONUMENTED       CGS
 BH2581  HISTORY     - 1958     GOOD             CGS
 BH2581  HISTORY     - 1964     GOOD             CGS
 BH2581  HISTORY     - 1972     GOOD             NGS
 BH2581  HISTORY     - 1980     GOOD             MSSU
 BH2581  HISTORY     - 19811001 GOOD             MSSU
 BH2581  HISTORY     - 19880810 GOOD             MSHD
 BH2581
 BH2581                          STATION DESCRIPTION
 BH2581
 BH2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2581'STATION IS LOCATED ABOUT 3-1/4 MILES NORTH OF GULFPORT, ON THE
 BH2581'RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD, IN THE CENTRAL
 BH2581'PART OF SECTION 21, R 11 W, T 7 S.
 BH2581'
 BH2581'REACHED FROM THE JUNCTION OF HIGHWAYS 90 AND 49, IN THE SOUTH EDGE OF
 BH2581'GULFPORT, BY GOING NORTH ON HIGHWAY 49 FOR 3.55 MILES TO
 BH2581'INTERSECTION OF RIPPY STREET, CONTINUE NORTH ON HIGHWAY 49 FOR 0.05
 BH2581'MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 BH2581'THE STATION, GO NORTH ON HIGHWAY 49 FOR 0.3 MILE TO THE MARK ON THE
 BH2581'LEFT.
 BH2581'
 BH2581'STATION MARKS ARE STANDARD DISKS, STAMPED CENTRAL 1958.  THE SURFACE
 BH2581'DISK IS SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST
 BH2581'PROJECTING 4 INCHES.  IT IS 220 FEET NORTH-NORTHWEST OF THE CENTER OF
 BH2581'THE INTERSECTION OF HIGHWAY 49 AND RIPPY ROAD, 66 FEET WEST OF THE
 BH2581'CENTER OF HIGHWAY 49, 56 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 BH2581'TRACKS, AND 30 FEET WEST OF A TELEPHONE LINE POLE.  A WHITE WITNESS
 BH2581'POST WAS SET 3 FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK WAS
 BH2581'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 BH2581'SURFACE.
 BH2581'
 BH2581'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CENTRAL NO 1 1958, SET
 BH2581'IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 BH2581'INCHES.  IT IS 89 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 66 FEET
 BH2581'WEST OF THE CENTER OF HIGHWAY 49 AND 56 FEET EAST OF THE EAST RAIL
 BH2581'OF THE RAILROAD TRACKS.
 BH2581'
 BH2581'BENCH MARK P 17 IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 BH2581'DISK, STAMPED P 17 1934, SET IN THE TOP OF A 10-INCH, SQUARE,
 BH2581'CONCRETE POST PROJECTING 7 INCHES.  IT IS 86 FEET EAST OF THE EAST
 BH2581'RAIL OF THE RAILROAD TRACKS, 38 FEET WEST OF THE CENTER OF HIGHWAY
 BH2581'49 AND 9 FEET NORTH OF A TELEPHONE LINE POLE.
 BH2581'
 BH2581'AZIMUTH MARK IS A STANDARD DISK, STAMPED CENTRAL 1958, SET IN THE TOP
 BH2581'OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 3 INCHES.  IT IS 80
 BH2581'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 4 FEET WEST OF A
 BH2581'TELEPHONE LINE POLE AND 42 FEET WEST OF THE CENTER OF HIGHWAY 49.
 BH2581'A WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 BH2581'
 BH2581'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2581
 BH2581                          STATION RECOVERY (1958)
 BH2581
 BH2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 BH2581'RECOVERED IN GOOD CONDITION.
 BH2581
 BH2581                          STATION RECOVERY (1964)
 BH2581
 BH2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 BH2581'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED WEST OF
 BH2581'THE OLD HIGHWAY 49.
 BH2581
 BH2581                          STATION RECOVERY (1972)
 BH2581
 BH2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2581'THE STATION WAS VISITED 6-13-72 AND THE STATION MARK, BENCH MARK P
 BH2581'17, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM
 BH2581'NO 1 WAS FOUND DESTROYED.  THE DISK WAS THEN STAMPED NO 3 AND THE
 BH2581'MONUMENT PLACED IN THE GROUND AS RM NO 3.  THE AZIMUTH MARK IS
 BH2581'OBSTRUCTED FROM THE STATION BY UNDERGROWTH AND TREES.  A NEW
 BH2581'DESCRIPTION FOLLOWS-
 BH2581'
 BH2581'THE STATION IS LOCATED 3.55 MILES NORTH OF GULFPORT IN BETWEEN THE
 BH2581'ILLINOIS CENTRAL RAILROAD TRACK AND OLD U.S. HIGHWAY 49, 1.3 MILES
 BH2581'SOUTH OF THE COMMUNITY OF LANDON IN THE SOUTHWEST 1/4 OF SECTION 21,
 BH2581'T 7S, R 11W.  IT IS 66 FEET WEST OF THE CENTER OF OLD HIGHWAY 49,
 BH2581'56.5 FEET EAST OF THE EAST RAIL, 40.5 FEET EAST-SOUTHEAST OF THE
 BH2581'SOUTHEAST RAIL OF A SPUR TRACK, 79 FEET SOUTH OF THE PROJECTED
 BH2581'CENTER OF A STREET, 54.5 FEET SOUTHWEST OF A GUY POLE AND 1 FOOT WEST
 BH2581'OF A METAL WITNESS POST.  IT IS A TRIANGULATION DISK, STAMPED
 BH2581'CENTRAL 1958 PROJECTING 4 INCHES.
 BH2581'
 BH2581'REFERENCE MARK NO 3 IS 83.07 FEET NORTH-NORTHEAST OF THE STATION.  IT
 BH2581'IS ON THE PROJECTED CENTERLINE OF EVANS STREET, 40 FEET WEST OF THE
 BH2581'CENTERLINE OF OLD U.S. HIGHWAY 49, AND 118 FEET SOUTH-SOUTHWEST OF
 BH2581'INTERSECTION OF SIDE TRACK AND OLD U.S. HIGHWAY 49, 38 FEET
 BH2581'SOUTHEAST OF THE EAST RAIL OF THE SIDE TRACK, 83 FEET EAST OF THE
 BH2581'EAST RAIL OF MAIN TRACKS, AND 1 FOOT WEST OF A METAL WITNESS POST.
 BH2581'IT IS A REFERENCE MARK DISK, STAMPED CENTRAL NO 3 1958 1972.
 BH2581'
 BH2581'BENCH MARK P 17 IS 29.27 FEET EAST OF THE STATION.  IT IS 38 FEET
 BH2581'WEST OF THE CENTER OF OLD HIGHWAY 49, 86 FEET EAST OF THE EAST RAIL
 BH2581'OF THE MAIN TRACK, 77 FEET SOUTH OF THE PROJECTED CENTER OF A STREET,
 BH2581'39.5 FEET SOUTH-SOUTHWEST OF A GUY POLE, 1 FOOT WEST OF A METAL
 BH2581'WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT
 BH2581'LEVEL WITH THE OLD HIGHWAY AND PROJECTS 6 INCHES.  IT IS A BENCH
 BH2581'MARK DISK STAMPED P 17 1934.
 BH2581'
 BH2581'THE DISTANCE BETWEEN REFERENCE NO 2 (P 17) AND NO 3 IS 78.34 FEET.
 BH2581'
 BH2581'THE AZIMUTH MARK IS 0.3 MILES NORTH OF THE STATION.  IT IS 43 FEET
 BH2581'WEST OF THE CENTER OF THE OLD HIGHWAY, 80 FEET EAST OF THE RAIL, 28
 BH2581'FEET WEST OF THE CENTER OF A BELL SYSTEM MANHOLE AND 1 FOOT NORTH OF
 BH2581'A METAL WITNESS POST. THE STATION IS NOT VISIBLE. IT IS
 BH2581'AN AZIMUTH MARK DISK, STAMPED CENTRAL 1958 PROJECTING 2 INCHES.
 BH2581'
 BH2581'TO REACH THE STATION FROM THE U.S. POST OFFICE 1/2 BLOCK NORTH OF
 BH2581'U.S. HIGHWAY 90 IN GULFPORT GO NORTH ON U.S. HIGHWAY 49 FOR 3.5
 BH2581'MILES TO THE INTERSECTION OF EVANS STREET ON THE SOUTH SIDE OF
 BH2581'PHILLIPS BUILDING SUPPLIES.  TURN LEFT AND GO WEST ON EVANS STREET
 BH2581'FOR 0.15 MILES TO THE INTERSECTION OF OLD U.S. HIGHWAY 49 AND THE
 BH2581'STATION AS DESCRIBED.  TO REACH THE AZIMUTH TURN RIGHT AND GO NORTH
 BH2581'ON OLD HIGHWAY 49 FOR 0.3 MILES TO THE MARK ON THE RIGHT.
 BH2581'
 BH2581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.55 MILES NORTH
 BH2581'OF GULFPORT.
 BH2581
 BH2581                          STATION RECOVERY (1980)
 BH2581
 BH2581'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2581'STATION, REFERENCE MARK 3, AND BENCH MARK P 17 RECOVERED IN GOOD
 BH2581'CONDITION.
 BH2581
 BH2581                          STATION RECOVERY (1981)
 BH2581
 BH2581'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH2581'RECOVERED IN GOOD CONDITION.
 BH2581
 BH2581                          STATION RECOVERY (1988)
 BH2581
 BH2581'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH2581'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF GULFPORT, IN BETWEEN
 BH2581'THE I.C.G. RAILROAD TRACK AND OLD U.S. HIGHWAY 49, 1.3 MI (2.1 KM)
 BH2581'SOUTH OF THE COMMUNITY OF LANDON, 1 MI (1.6 KM) SOUTH OF I-10 AND IS
 BH2581'IN SECTION 21, T 7S, R 11W.  TO FEACH FROM THE INTERSECTION OF U.S.
 BH2581'HIGHWAYS 49 AND 90 IN GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 3.55
 BH2581'MI (5.71 KM) TO A CROSSROAD, TURN LEFT AND GO WEST ON EVANS STREET
 BH2581'FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF OLD HIGHWAY 49 AND THE
 BH2581'MARK AS DESCRIBED.  THE MARK ALSO CAN BE REACHED FROM THE I-10 BRIDGE
 BH2581'OVER U.S. HIGHWAY 49, BY GOING SOUTH ON U.S. HIGHWAY 49 FOR 1.1 MI
 BH2581'(1.8 KM) TO A CROSSROAD, TURN RIGHT AND GO WEST ON EVANS STREET FOR
 BH2581'0.15 MI (0.24 KM) TO THE INTERSECTION OF OLD HIGHWAY 49 AND THE MARK.
 BH2581'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BH2581'PROJECTING 4 INCHES, 79 FT (24.1 M) SOUTH OF THE PROJECTED CENTER OF
 BH2581'EVANS STREET, 66 FT (20.1 M) WEST OF THE CENTER OF OLD HIGHWAY 49,
 BH2581'56.5 FT (17.2 M) EAST OF THE EAST RAIL OF THE MAIN TRACK, 54.5 FT
 BH2581'(16.6 M) SOUTHWEST OF A GUY POLE, 40.5 FT (12.3 M) EAST SOUTHEAST OF
 BH2581'THE SOUTHEAST RAIL OF A SIDE TRACK AND 1 FT (0.3 M) WEST OF A METAL
 BH2581'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3302 ***********************************************************************
 BH3302  DESIGNATION -  CENTRAL AZ MK
 BH3302  PID         -  BH3302
 BH3302  STATE/COUNTY-  MS/HARRISON
 BH3302  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3302
 BH3302                         *CURRENT SURVEY CONTROL
 BH3302  ___________________________________________________________________
 BH3302* NAD 83(1986)-  30 25 18.     (N)    089 05 44.     (W)     SCALED    
 BH3302* NAVD 88     -         4.663  (meters)      15.30   (feet)  ADJUSTED  
 BH3302  ___________________________________________________________________
 BH3302  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BH3302  DYNAMIC HT  -           4.656 (meters)      15.28  (feet)  COMP
 BH3302  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BH3302
 BH3302  VERT ORDER  -  SECOND    CLASS II
 BH3302
 BH3302.The horizontal coordinates were scaled from a topographic map and have
 BH3302.an estimated accuracy of +/- 6 seconds.
 BH3302
 BH3302.The orthometric height was determined by differential leveling
 BH3302.and adjusted in May 1996.
 BH3302
 BH3302.The geoid height was determined by GEOID03.
 BH3302
 BH3302.The dynamic height is computed by dividing the NAVD 88
 BH3302.geopotential number by the normal gravity value computed on the
 BH3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3302.degrees latitude (g = 980.6199 gals.).
 BH3302
 BH3302.The modeled gravity was interpolated from observed gravity values.
 BH3302
 BH3302;                    North         East    Units  Estimated Accuracy
 BH3302;SPC MS E     -   102,190.      274,810.      MT  (+/- 180 meters Scaled)
 BH3302
 BH3302                          SUPERSEDED SURVEY CONTROL
 BH3302
 BH3302.No superseded survey control is available for this station.
 BH3302
 BH3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU987673(NAD 83)
 BH3302_MARKER: DZ = AZIMUTH MARK DISK
 BH3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3302_SP_SET: SQUARE CONCRETE MONUMENT
 BH3302_STAMPING: CENTRAL 1958
 BH3302_MARK LOGO: CGS   
 BH3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3302+STABILITY: SURFACE MOTION
 BH3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3302+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1988
 BH3302
 BH3302  HISTORY     - Date     Condition        Report By
 BH3302  HISTORY     - 1958     MONUMENTED       CGS
 BH3302  HISTORY     - 19811001 GOOD             MSSU
 BH3302  HISTORY     - 19880810 GOOD             MSHD
 BH3302
 BH3302                          STATION DESCRIPTION
 BH3302
 BH3302'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH3302'RECOVERED IN GOOD CONDITION.
 BH3302
 BH3302                          STATION RECOVERY (1988)
 BH3302
 BH3302'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3302'MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH OF GULFPORT , IN BETWEEN
 BH3302'THE I.C.G. RAILROAD TRACK OND OLD U.S. HIGHWAY 49, 1 MI (1.6 KM)
 BH3302'SOUTH OF THE COMMUNITY OF LANDON, 0.7 MI (1.1 KM) SOUTH OF I-10 AND
 BH3302'IS IN SECTION 21, T 7S, R 11W.  TO REACH FROM THE I-10 BRIDGE OVER
 BH3302'U.S. HIGHWAY 49, 4.6 MI (7.4 KM) NORTH OF GULFPORT, GO SOUTH ON U.S
 BH3302'HIGHWAY 49 FOR 1.1 MI (1.8 KM) TO A CROSSROAD, TURN RIGHT AND GO WEST
 BH3302'ON EVANS STREET FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF OLD
 BH3302'HIGHWAY 49, TURN RIGHT AND GO NORTH ON OLD HIGHWAY 49 FOR 0.3 MI (0.5
 BH3302'KM) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP
 BH3302'OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES, 80 FT (24.4 M) EAST
 BH3302'OF THE EAST RAIL, 43 FT (13.1 M) WEST OF THE CENTER OF OLD HIGHWAY
 BH3302'49, 28 FT (8.5 M) WEST OF THE CENTER OF A BELL SYSTEM MANHOLE AND 1
 BH3302'FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3301 ***********************************************************************
 BH3301  DESIGNATION -  CENTRAL RM 3
 BH3301  PID         -  BH3301
 BH3301  STATE/COUNTY-  MS/HARRISON
 BH3301  USGS QUAD   -  GULFPORT NORTH (1994)
 BH3301
 BH3301                         *CURRENT SURVEY CONTROL
 BH3301  ___________________________________________________________________
 BH3301* NAD 83(1986)-  30 25 02.     (N)    089 05 44.     (W)     SCALED    
 BH3301* NAVD 88     -         5.205  (meters)      17.08   (feet)  ADJUSTED  
 BH3301  ___________________________________________________________________
 BH3301  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH3301  DYNAMIC HT  -           5.198 (meters)      17.05  (feet)  COMP
 BH3301  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 BH3301
 BH3301  VERT ORDER  -  SECOND    CLASS II
 BH3301
 BH3301.The horizontal coordinates were scaled from a topographic map and have
 BH3301.an estimated accuracy of +/- 6 seconds.
 BH3301
 BH3301.The orthometric height was determined by differential leveling
 BH3301.and adjusted in May 1996.
 BH3301
 BH3301.The geoid height was determined by GEOID03.
 BH3301
 BH3301.The dynamic height is computed by dividing the NAVD 88
 BH3301.geopotential number by the normal gravity value computed on the
 BH3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3301.degrees latitude (g = 980.6199 gals.).
 BH3301
 BH3301.The modeled gravity was interpolated from observed gravity values.
 BH3301
 BH3301;                    North         East    Units  Estimated Accuracy
 BH3301;SPC MS E     -   101,700.      274,810.      MT  (+/- 180 meters Scaled)
 BH3301
 BH3301                          SUPERSEDED SURVEY CONTROL
 BH3301
 BH3301.No superseded survey control is available for this station.
 BH3301
 BH3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU987668(NAD 83)
 BH3301_MARKER: DR = REFERENCE MARK DISK
 BH3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3301_SP_SET: SQUARE CONCRETE MONUMENT
 BH3301_STAMPING: CENTRAL NO 3 1958 1972
 BH3301_MARK LOGO: CGS   
 BH3301_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3301+STABILITY: SURFACE MOTION
 BH3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3301+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1988
 BH3301
 BH3301  HISTORY     - Date     Condition        Report By
 BH3301  HISTORY     - 1972     MONUMENTED       CGS
 BH3301  HISTORY     - 19811001 GOOD             MSSU
 BH3301  HISTORY     - 19880810 GOOD             MSHD
 BH3301
 BH3301                          STATION DESCRIPTION
 BH3301
 BH3301'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH3301'RECOVERED IN GOOD CONDITION.
 BH3301
 BH3301                          STATION RECOVERY (1988)
 BH3301
 BH3301'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH3301'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF GULFPORT, IN BETWEEN
 BH3301'THE I.C.G. RAILROAD TRACK AND OLD U.S. HIGHWAY 49, ON THE PROJECTED
 BH3301'CENTER OF EVANS STREET, 1.3 MI (2.1 KM) SOUTH OF THE COMMUNITY OF
 BH3301'LANDON, 1.0 MI (1.6 KM) SOUTH OF I-10 AND IN SECTION 21, T 7S, R 11W.
 BH3301'TO REACH FROM THE I-10 BRIDGE OVER U.S. HIGHWAY 49, 4.6 MI (7.4 KM)
 BH3301'NORTH OF GULFPORT, GO SOUTH ON U.S. HIGHWAY 49 FOR 1.1 MI (1.8 KM) TO
 BH3301'A CROSSROAD, TURN RIGHT AND GO WEST ON EVANS STREET FOR 0.15 MI
 BH3301'(0.24 KM) TO THE INTERSECTION OF OLD HIGHWAY 49 AND THE MARK STRAIGHT
 BH3301'AHEAD.
 BH3301'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BH3301'ABOUT LEVEL WITH THE OLD HIGHWAY, PROJECTING 4 INCHES, 118.0 FT
 BH3301'(36.0 M) SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE OLD
 BH3301'HIGHWAY AND A SIDE TRACK, 83.0 FT (25.3 M) EAST OF THE EAST RAIL OF
 BH3301'THE MAIN TRACK, 40.0 FT (12.2 M) WEST OF THE CENTER OF THE OLD
 BH3301'HIGHWAY, 38.0 FT (11.6 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SPUR
 BH3301'TRACK AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2478 ***********************************************************************
 BH2478  DESIGNATION -  CENTRAL RM A 1964
 BH2478  PID         -  BH2478
 BH2478  STATE/COUNTY-  MS/GEORGE
 BH2478  USGS QUAD   -  MERRILL (1982)
 BH2478
 BH2478                         *CURRENT SURVEY CONTROL
 BH2478  ___________________________________________________________________
 BH2478* NAD 83(1993)-  30 54 21.32879(N)    088 40 09.31511(W)     ADJUSTED  
 BH2478* NAVD 88     -        61.9    (meters)     203.     (feet)  VERTCON   
 BH2478  ___________________________________________________________________
 BH2478  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BH2478  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH2478  HORZ ORDER  -  FIRST
 BH2478
 BH2478.The horizontal coordinates were established by classical geodetic methods
 BH2478.and adjusted by the National Geodetic Survey in May 1994.
 BH2478
 BH2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2478
 BH2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2478
 BH2478.The geoid height was determined by GEOID03.
 BH2478
 BH2478;                    North         East     Units Scale Factor Converg.
 BH2478;SPC MS E     -   155,858.784   315,684.845   MT  0.99995303   +0 05 03.4
 BH2478;SPC MS E     -   511,346.69  1,035,709.36   sFT  0.99995303   +0 05 03.4
 BH2478;UTM  16      - 3,420,369.877   340,475.910   MT  0.99991392   -0 51 27.2
 BH2478
 BH2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2478!SPC MS E     -   0.99999476  x   0.99995303  =   0.99994779
 BH2478!UTM  16      -   0.99999476  x   0.99991392  =   0.99990868
 BH2478
 BH2478|---------------------------------------------------------------------|
 BH2478| PID    Reference Object                     Distance      Geod. Az  |
 BH2478|                                                           dddmmss.s |
 BH2478| BH2462 CENTRAL                              35.499 METERS 04235     |
 BH2478| BH2479 LUCEDALE CENTRAL FIRE TOWER         167.117 METERS 12234     |
 BH2478| BH0532 BEN                                 APPROX.15.9 KM 2653130.5 |
 BH2478|---------------------------------------------------------------------|
 BH2478
 BH2478                          SUPERSEDED SURVEY CONTROL
 BH2478
 BH2478  NAD 83(1993)-  30 54 21.33808(N)    088 40 09.31289(W) AD(       ) 1
 BH2478  NAD 83(1986)-  30 54 21.34627(N)    088 40 09.31583(W) AD(       ) 1
 BH2478  NAD 27      -  30 54 20.67927(N)    088 40 09.21355(W) AD(       ) 1
 BH2478  NGVD 29 (07/19/86)   61.9    (m)          203.     (f) VERT ANG    3  
 BH2478
 BH2478.Superseded values are not recommended for survey control.
 BH2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2478.See file dsdata.txt to determine how the superseded data were derived.
 BH2478
 BH2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4047620370(NAD 83)
 BH2478_MARKER: DS = TRIANGULATION STATION DISK
 BH2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2478+STABILITY: SURFACE MOTION
 BH2478
 BH2478  HISTORY     - Date     Condition        Report By
 BH2478  HISTORY     - 1964     MONUMENTED       CGS
 BH2478  HISTORY     - 1971     GOOD             MSHD
 BH2478
 BH2478                          STATION DESCRIPTION
 BH2478
 BH2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH2478'STATION IS LOCATED ON THE SAME PROPERTY AND ACROSS A GRADED SAND
 BH2478'ROAD FROM TRIANGULATION STATION CENTRAL 1942.  IT IS 73.0 FEET
 BH2478'WEST-NORTHWEST OF THE CENTER LINE OF THE SAND ROAD, 40.5 FEET
 BH2478'WEST OF A UTILITY POLE, 37.4 FEET NORTHWEST OF A 10-INCH PINE
 BH2478'TREE AND 29.9 FEET NORTHEAST OF A 12-INCH PINE TREE WITH A
 BH2478'TRIANGLE BLAZE.  THE MARK IS A STANDARD TRIANGULATION STATION
 BH2478'DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 BH2478'THE GROUND AND IS STAMPED CENTRAL RM A 1964.
 BH2478'
 BH2478'A TRAVERSE CONNECTION WAS MADE TO CENTRAL 1942, A DISTANCE OF
 BH2478'116.46 FEET OR 35.498 METERS.
 BH2478
 BH2478                          STATION RECOVERY (1971)
 BH2478
 BH2478'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2478'THE STATION WAS VISITED 9-15-71 AND THE STATION MARK, WAS FOUND IN
 BH2478'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BH2478'
 BH2478'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF LUCEDALE ON
 BH2478'THE WEST SIDE OF A COUNTY ROAD, 0.1 MILES NORTHWEST OF THE
 BH2478'CENTRAL LOOKOUT TOWER IN THE NORTHEAST 1/4 OF SECTION 3, T 2S,
 BH2478'R 7W, ON LAND OWNED BY MR. PATTON OF HATTIESBURG.  IT IS 74 FEET
 BH2478'WEST-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 40.5 FEET
 BH2478'SOUTHWEST OF A POWER POLE 38.5 FEET SOUTHWEST OF A POWER LINE,
 BH2478'37.5 FEET NORTHWEST OF A 10 INCH PINE, 27 FEET NORTH OF A FENCE
 BH2478'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  A TRAVERSE
 BH2478'CONNECTION WAS MADE TO TRIANGULATION STATION CENTRAL DISTANCE BEING
 BH2478'116.46 FOOT OR 35.498 METERS SOUTHWEST OF THE STATION.
 BH2478'
 BH2478'IT IS A TRIANGULATION DISK, STAMPED CENTRAL RMA 1964 AND IS
 BH2478'FLUSH WITH THE GROUND.
 BH2478'
 BH2478'TO REACH THE STATION FOR THE U.S. POST OFFICE IN LUCEDALE GO
 BH2478'WEST ON U.S. HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON STATE
 BH2478'HIGHWAY 26 FOR 4.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BH2478'CONTINUE NORTHWEST ON A GRAVELED ROAD FOR 1.3 MILES TO A
 BH2478'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHWEST ON A GRAVELED
 BH2478'ROAD FOR 0.95 MILES TO THE STATION ON THE LEFT.
 BH2478'
 BH2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2478'5 MILES WEST-SOUTHWEST OF LUCEDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2452 ***********************************************************************
 BW2452  DESIGNATION -  CENTREVILLE
 BW2452  PID         -  BW2452
 BW2452  STATE/COUNTY-  MS/AMITE
 BW2452  USGS QUAD   -  CENTREVILLE (1988)
 BW2452
 BW2452                         *CURRENT SURVEY CONTROL
 BW2452  ___________________________________________________________________
 BW2452* NAD 83(1993)-  31 05 37.92492(N)    091 02 32.25273(W)     ADJUSTED  
 BW2452* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BW2452  ___________________________________________________________________
 BW2452  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BW2452  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BW2452  HORZ ORDER  -  SECOND
 BW2452
 BW2452.The horizontal coordinates were established by classical geodetic methods
 BW2452.and adjusted by the National Geodetic Survey in May 1994.
 BW2452
 BW2452.The orthometric height was scaled from a topographic map.
 BW2452
 BW2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2452
 BW2452.The geoid height was determined by GEOID03.
 BW2452
 BW2452;                    North         East     Units Scale Factor Converg.
 BW2452;SPC MS W     -   176,899.512   632,360.370   MT  1.00000641   -0 21 58.1
 BW2452;SPC MS W     -   580,377.82  2,074,668.98   sFT  1.00000641   -0 21 58.1
 BW2452;SPC LA S     -   287,568.110 1,027,771.338   MT  1.00010749   +0 08 43.9
 BW2452;SPC LA S     -   943,463.04  3,371,946.46   sFT  1.00010749   +0 08 43.9
 BW2452;UTM  15      - 3,441,652.850   686,728.389   MT  1.00003010   +1 00 40.8
 BW2452
 BW2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2452!SPC MS W     -   0.99998632  x   1.00000641  =   0.99999273
 BW2452!SPC LA S     -   0.99998632  x   1.00010749  =   1.00009381
 BW2452!UTM  15      -   0.99998632  x   1.00003010  =   1.00001642
 BW2452
 BW2452:                Primary Azimuth Mark                     Grid Az
 BW2452:SPC MS W     -  GLOSTER MUNICIPAL TANK                   009 13 33.9
 BW2452:SPC LA S     -  GLOSTER MUNICIPAL TANK                   008 42 51.9
 BW2452:UTM  15      -  GLOSTER MUNICIPAL TANK                   007 50 55.0
 BW2452
 BW2452|---------------------------------------------------------------------|
 BW2452| PID    Reference Object                     Distance      Geod. Az  |
 BW2452|                                                           dddmmss.s |
 BW2452| BW2446 GLOSTER MUNICIPAL TANK              APPROX.11.7 KM 0085135.8 |
 BW2452| CY4018 CENTREVILLE AZ MK                                  0794304.1 |
 BW2452| CY4019 CENTREVILLE RM 1                     31.775 METERS 08259     |
 BW2452| CY4020 CENTREVILLE RM 2                     39.136 METERS 21224     |
 BW2452| BW2454 CENTREVILLE MUNICIPAL TANK          APPROX. 2.4 KM 2541627.3 |
 BW2452|---------------------------------------------------------------------|
 BW2452
 BW2452                          SUPERSEDED SURVEY CONTROL
 BW2452
 BW2452  NAD 83(1993)-  31 05 37.93557(N)    091 02 32.24939(W) AD(       ) 2
 BW2452  NAD 83(1986)-  31 05 37.94186(N)    091 02 32.24838(W) AD(       ) 2
 BW2452  NAD 27      -  31 05 37.31300(N)    091 02 31.87300(W) AD(       ) 2
 BW2452
 BW2452.Superseded values are not recommended for survey control.
 BW2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2452.See file dsdata.txt to determine how the superseded data were derived.
 BW2452
 BW2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8672841653(NAD 83)
 BW2452_MARKER: DS = TRIANGULATION STATION DISK
 BW2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2452
 BW2452  HISTORY     - Date     Condition        Report By
 BW2452  HISTORY     - 1949     MONUMENTED       CGS
 BW2452  HISTORY     - 1955     GOOD             CGS
 BW2452  HISTORY     - 1969     GOOD             MSHD
 BW2452  HISTORY     - 1983     GOOD             MSU
 BW2452
 BW2452                          STATION DESCRIPTION
 BW2452
 BW2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2452'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST
 BW2452'OF THE BUSINESS DISTRICT OF THE TOWN OF CENTREVILLE, NEAR
 BW2452'THE INTERSECTION OF STATE HIGHWAYS NO. 24 AND 48, 238 FEET
 BW2452'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A TRIANGULAR
 BW2452'PLOT OF GROUND THAT FORMS THE CENTER OF THE INTERSECTION
 BW2452'BETWEEN STATE HIGHWAY NO. 24 AND A MACADAM ROAD THAT LEADS
 BW2452'WESTERLY TO CENTREVILLE, 72 FEET SOUTH OF THE APPROXIMATE
 BW2452'CENTER LINE OF THE MACADAM ROAD, 50 FEET NORTH OF THE NORTHWEST
 BW2452'CORNER OF A HOUSE, AND 18 FEET SOUTH-SOUTHEAST OF A WITNESS
 BW2452'POST.  IT IS ON PROPERTY OWNED AND OCCUPIED BY DR. W.J.
 BW2452'RIDDLE.
 BW2452'
 BW2452'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY
 BW2452'ON STATE HIGHWAY NO. 48 FOR 0.25 MILE TO THE MARK ON THE
 BW2452'LEFT AS DESCRIBED.
 BW2452'
 BW2452'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 BW2452'AND THE DISK IS STAMPED CENTREVILLE 1949.
 BW2452'
 BW2452'REFERENCE MARK NO. 1 IS 72 FEET SOUTH OF THE APPROXIMATE
 BW2452'CENTER LINE OF THE MACADAM ROAD TO CENTREVILLE, 20 FEET WEST
 BW2452'OF THE APPROXIMATE CENTER LINE OF THE DRIVEWAY TO DR. RIDDLES
 BW2452'HOUSE, AND 3 FEET WEST OF POWER POLE NO. 356.  THE MARK
 BW2452'PROJECTS 6 INCHES, AND THE DISK IS STAMPED CENTREVILLE NO
 BW2452'1 1949.
 BW2452'
 BW2452'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE SOUTHWEST
 BW2452'CORNER OF DR. RIDDLES HOUSE, AND 7 FEET EAST OF A WIRE FENCE.
 BW2452'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CENTREVILLE
 BW2452'NO 2 1949.
 BW2452'
 BW2452'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 30 FEET
 BW2452'NORTH OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY NO.
 BW2452'48, 3 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A
 BW2452'WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 BW2452'STAMPED CENTREVILLE 1949.
 BW2452'
 BW2452'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2452'SQUARE CONCRETE POSTS.
 BW2452'
 BW2452'A 103 FOOT TOWER AT CENTREVILLE WILL SEE 103 FEET AT CROSBY.
 BW2452'64 FEET AT POW, VANDORN, WHITAKER AND TATUM.  77 FEET AT
 BW2452'GLOSTER.  50 FEET TURFITT.
 BW2452'
 BW2452'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2452
 BW2452                          STATION RECOVERY (1955)
 BW2452
 BW2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2452'THE STATION WAS VISITED 6-11-55 AND THE STATION MARK, AND
 BW2452'REFERENCE MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BW2452'THE AZIMUTH MARK WAS DESTROYED WHEN THE STATE HIGHWAY 48
 BW2452'WAS WIDENED.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2452
 BW2452                          STATION RECOVERY (1969)
 BW2452
 BW2452'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2452'THE STATION WAS VISITED 7-11-69 AND THE STATION MARK, REFERENCE
 BW2452'MARK NO 1, AND NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2452'MARK WAS NOT FOUND AND COULD HAVE BEEN DESTROYED WHEN THE
 BW2452'HIGHWAY WAS WIDENED.
 BW2452'
 BW2452'THE STATION IS LOCATED 1.5 MILES EAST NORTHEAST OF CENTREVILLE
 BW2452'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 BW2452'24, 33 AND 48 NEAR THE CENTER OF THE EAST SIDE OF SECTION
 BW2452'37, T 2N, R 2E AND ON THE RIDDLE ESTATE.  IT IS 254 FEET
 BW2452'WEST SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE
 BW2452'HIGHWAYS 33, 24, AND 48, 69 FEET SOUTH OF THE CENTER OF
 BW2452'A BLACK TOP ROAD, 16 FEET SOUTH OF THE SOUTH EDGE OF A HIGHWAY
 BW2452'BANK, 59.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF A FRAME
 BW2452'HOUSE, 22 FEET NORTH OF THE NORTHWEST CORNER OF A PUMP HOUSE,
 BW2452'42 FEET NORTHEAST OF A 48 INCH OAK, 75 FEET EAST SOUTHEAST
 BW2452'OF A 16 INCH OAK ACTING AS A FENCE CORNER, 39.5 FEET WEST
 BW2452'OF A 14 INCH PECAN, 107 FEET WEST-SOUTHWEST OF A TELEPHONE
 BW2452'LINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BW2452'
 BW2452'IT IS A C AND GS TRIANGULATION DISK, STAMPED CENTREVILLE
 BW2452'1949 FLUSH WITH THE GROUND.
 BW2452'
 BW2452'REFERENCE MARK NO 1 IS 104.25 FEET EAST-NORTHEAST OF THE
 BW2452'STATION.  IT IS 66.5 FEET SOUTH OF THE CENTER OF HIGHWAY
 BW2452'48, 117.50 FEET WEST OF THE CENTER OF HIGHWAY 24, 100 FEET
 BW2452'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 3 FEET
 BW2452'WEST OF A TELEPHONE LINE POLE, 66 FEET NORTHEAST OF A 14
 BW2452'INCH PECAN, 99 FEET NORTH-NORTHEAST OF A 20 INCH TWIN PECAN
 BW2452'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A C
 BW2452'AND GS DISK, STAMPED CENTREVILLE NO 1 1949 PROJECTING 6
 BW2452'INCHES.
 BW2452'
 BW2452'REFERENCE MARK NO 2 IS 128.40 FEET SOUTHWEST OF THE STATION.
 BW2452'IT IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 BW2452'HOUSE, 129.5 FEET SOUTH OF A 16 INCH OAK ACTING AS A FENCE
 BW2452'CORNER, 83 FEET SOUTHWEST OF A 48 INCH OAK, 8 FEET EAST
 BW2452'OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 BW2452'IT IS A C AND GS REFERENCE MARK DISK, STAMPED CENTREVILLE
 BW2452'NO 2 1949 PROJECTING 4 INCHES.
 BW2452'
 BW2452'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN
 BW2452'LIBERTY GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 48 FOR 3.9
 BW2452'MILES TO THE JUNCTION OF STATE HIGHWAY 569.  CONTINUE WEST
 BW2452'ON STATE HIGHWAY 48 FOR 10.8 MILES TO THE INTERSECTION OF
 BW2452'STATE HIGHWAY 24 AND THE STATION AS DESCRIBED.
 BW2452'
 BW2452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 BW2452'EAST-NORTHEAST OF CENTREVILLE
 BW2452
 BW2452                          STATION RECOVERY (1983)
 BW2452
 BW2452'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (BP)
 BW2452'ALL MARKS GOOD AS DESCRIBED IN 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2454 ***********************************************************************
 BW2454  DESIGNATION -  CENTREVILLE MUNICIPAL TANK
 BW2454  PID         -  BW2454
 BW2454  STATE/COUNTY-  MS/WILKINSON
 BW2454  USGS QUAD   -  CENTREVILLE (1988)
 BW2454
 BW2454                         *CURRENT SURVEY CONTROL
 BW2454  ___________________________________________________________________
 BW2454* NAD 83(1993)-  31 05 16.58689(N)    091 04 00.27424(W)     ADJUSTED  
 BW2454* NAVD 88     -              **(meters)            **(feet)            
 BW2454  ___________________________________________________________________
 BW2454  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BW2454  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BW2454  HORZ ORDER  -  THIRD
 BW2454
 BW2454.The horizontal coordinates were established by classical geodetic methods
 BW2454.and adjusted by the National Geodetic Survey in May 1994.
 BW2454
 BW2454
 BW2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2454
 BW2454.The geoid height was determined by GEOID03.
 BW2454
 BW2454;                    North         East     Units Scale Factor Converg.
 BW2454;SPC MS W     -   176,257.527   630,023.227   MT  1.00001038   -0 22 43.4
 BW2454;SPC MS W     -   578,271.57  2,067,001.20   sFT  1.00001038   -0 22 43.4
 BW2454;SPC LA S     -   286,905.206 1,025,439.794   MT  1.00010552   +0 07 59.9
 BW2454;SPC LA S     -   941,288.16  3,364,297.06   sFT  1.00010552   +0 07 59.9
 BW2454;UTM  15      - 3,440,954.860   684,407.314   MT  1.00001948   +0 59 54.7
 BW2454
 BW2454                          SUPERSEDED SURVEY CONTROL
 BW2454
 BW2454  NAD 83(1993)-  31 05 16.59586(N)    091 04 00.27328(W) AD(       ) 4
 BW2454  NAD 83(1986)-  31 05 16.60386(N)    091 04 00.26997(W) AD(       ) 4
 BW2454  NAD 27      -  31 05 15.98662(N)    091 03 59.88697(W) AD(       ) 3
 BW2454
 BW2454.Superseded values are not recommended for survey control.
 BW2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2454.See file dsdata.txt to determine how the superseded data were derived.
 BW2454
 BW2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8440740955(NAD 83)
 BW2454_MARKER: 53 = ELEVATED TANK
 BW2454
 BW2454  HISTORY     - Date     Condition        Report By
 BW2454  HISTORY     - 1939     FIRST OBSERVED   CGS
 BW2454  HISTORY     - 1955     GOOD             CGS
 BW2454  HISTORY     - 1956     GOOD             CGS
 BW2454  HISTORY     - 1969     GOOD             MSHD
 BW2454
 BW2454                          STATION DESCRIPTION
 BW2454
 BW2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BW2454'THE MUNICIPAL WATER TANK IN CENTERVILLE.  THE TANK IS ABOUT
 BW2454'125 FEET HIGH AND IS A FOUR LEGGED STEEL TANK WITH FINIAL
 BW2454'ON TOP.  IT IS LOCATED ONE BLOCK S OF THE MAIN STREET ON
 BW2454'THE E SIDE OF THE Y. AND M. V. RAILROAD.  THE FINIAL ON
 BW2454'TOP WAS CUT IN FROM TRIANGULATION STATIONS BRIDGES, PISGAH
 BW2454'AND STOCKERT.  THE TANK IS ALUMINUM COLOR AND THE LEGS ARE
 BW2454'PAINTED RED.  THERE IS A LIGHT THAT SHOWS ALL ROUND THE
 BW2454'HORIZON ABOUT ONE FOOT ABOVE THE FINIAL.  AN INTERSECTION
 BW2454'STATION.
 BW2454
 BW2454                          STATION RECOVERY (1955)
 BW2454
 BW2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2454'THE STATION WAS VISITED 6-11-55 AND WAS FOUND IN GOOD CONDITION.
 BW2454'THE 1939 DESCRIPTION IS ADEQUATE.
 BW2454
 BW2454                          STATION RECOVERY (1956)
 BW2454
 BW2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2454'THE STATION WAS VISITED 6-6-56 AND FOUND IN GOOD CONDITION.
 BW2454'THE DESCRIPTION BY F.B.Q. IN 1939 IS ADEQUATE.
 BW2454
 BW2454                          STATION RECOVERY (1969)
 BW2454
 BW2454'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2454'THE STATION WAS VISITED 10-28-69 AND THE STATION WAS FOUND
 BW2454'IN GOOD CONDITION.
 BW2454'
 BW2454'THE STATION IS LOCATED NEAR THE CENTER OF CENTREVILLE 1
 BW2454'BLOCK SOUTHWEST OF MAIN STREET ON THE SOUTHEAST SIDE OF THE
 BW2454'ILLINOIS CENTRAL RAILROAD TRACK IN THE SOUTHEAST 1/4 OF SECTION
 BW2454'38, T 2N, R 1E.  IT IS A TANK ATOP A FOUR LEGGED STEEL STRUCTURE
 BW2454'SILVER IN COLOR, AND IS ABOUT 125 FEET HIGH.  THE FINIAL
 BW2454'WAS THE POINT OBSERVED.
 BW2454'
 BW2454'TO REACH THE STATION FROM THE FARMERS EXCHANGE BANK IN CENTREVILLE
 BW2454'GO SOUTHEAST ON MAIN STREET FOR 0.1 MILE TO A SIDE STREET
 BW2454'RIGHT JUST PAST THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 BW2454'TRACK.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON A BLACKTOP
 BW2454'STREET FOR 100 YARDS TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1350 ***********************************************************************
 BW1350  DESIGNATION -  CERRO GORDO 1 BOLT
 BW1350  PID         -  BW1350
 BW1350  STATE/COUNTY-  MS/ADAMS
 BW1350  USGS QUAD   -  FAIRVIEW (1983)
 BW1350
 BW1350                         *CURRENT SURVEY CONTROL
 BW1350  ___________________________________________________________________
 BW1350* NAD 83(1986)-  31 15 27.     (N)    091 32 45.     (W)     SCALED    
 BW1350* NAVD 88     -        17.77   (+/-2cm)      58.3    (feet)  VERTCON   
 BW1350  ___________________________________________________________________
 BW1350  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BW1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1350
 BW1350.The horizontal coordinates were scaled from a topographic map and have
 BW1350.an estimated accuracy of +/- 6 seconds.
 BW1350
 BW1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1350.The vertical order pertains to the NGVD 29 superseded value.
 BW1350
 BW1350.The geoid height was determined by GEOID03.
 BW1350
 BW1350;                    North         East    Units  Estimated Accuracy
 BW1350;SPC MS W     -   195,460.      584,520.      MT  (+/- 180 meters Scaled)
 BW1350
 BW1350                          SUPERSEDED SURVEY CONTROL
 BW1350
 BW1350  NGVD 29 (??/??/92)   17.756  (m)           58.25   (f) ADJ UNCH    1 2
 BW1350
 BW1350.Superseded values are not recommended for survey control.
 BW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1350.See file dsdata.txt to determine how the superseded data were derived.
 BW1350
 BW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ384590(NAD 83)
 BW1350_MARKER: B = BOLT
 BW1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1350_SP_SET: TILE
 BW1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1350
 BW1350  HISTORY     - Date     Condition        Report By
 BW1350  HISTORY     - UNK      MONUMENTED       DOD
 BW1350  HISTORY     - 1938     GOOD             NGS
 BW1350
 BW1350                          STATION DESCRIPTION
 BW1350
 BW1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1350'12 MI N FROM FORT ADAMS.
 BW1350'IN ADAMS COUNTY, 12 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY, ON
 BW1350'THE EAST BANK OF MISSISSIPPI RIVER, 1450 FEET SOUTH OF CERRO GORDO
 BW1350'LANDING, 7 FEET ABOVE A FENCE ON THE UPPER SIDE OF THE OLD LANE
 BW1350'LEADING BACK FROM THE LANDING, AND ON THE LOWER SIDE OF THE PRESENT
 BW1350'ROAD LEADING BACK FROM THE LANDING.  A COPPER BOLT, SET IN THE TOP OF
 BW1350'A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 BW1350'IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0370 ***********************************************************************
 EH0370  DESIGNATION -  CESS BOLT
 EH0370  PID         -  EH0370
 EH0370  STATE/COUNTY-  MS/BOLIVAR
 EH0370  USGS QUAD   -  ROUND LAKE (1982)
 EH0370
 EH0370                         *CURRENT SURVEY CONTROL
 EH0370  ___________________________________________________________________
 EH0370* NAD 83(1986)-  34 04 33.     (N)    090 52 09.     (W)     SCALED    
 EH0370* NAVD 88     -        46.95   (+/-2cm)     154.0    (feet)  VERTCON   
 EH0370  ___________________________________________________________________
 EH0370  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0370  VERT ORDER  -  ? (See Below)
 EH0370
 EH0370.The horizontal coordinates were scaled from a topographic map and have
 EH0370.an estimated accuracy of +/- 6 seconds.
 EH0370
 EH0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0370.The vertical order pertains to the NGVD 29 superseded value.
 EH0370
 EH0370.The geoid height was determined by GEOID03.
 EH0370
 EH0370;                    North         East    Units  Estimated Accuracy
 EH0370;SPC MS W     -   507,490.      650,540.      MT  (+/- 180 meters Scaled)
 EH0370
 EH0370                          SUPERSEDED SURVEY CONTROL
 EH0370
 EH0370  NGVD 29 (??/??/??)   47.006  (m)          154.22   (f) ADJUSTED    ?  
 EH0370
 EH0370.Superseded values are not recommended for survey control.
 EH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0370.See file dsdata.txt to determine how the superseded data were derived.
 EH0370
 EH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT966726(NAD 83)
 EH0370_MARKER: B = BOLT
 EH0370_SETTING: 80 = SET IN A BOULDER
 EH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0370+STABILITY: SURFACE MOTION
 EH0370
 EH0370  HISTORY     - Date     Condition        Report By
 EH0370  HISTORY     - UNK      MONUMENTED       DOD
 EH0370  HISTORY     - 1934     GOOD             CGS
 EH0370  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0370
 EH0370                          STATION DESCRIPTION
 EH0370
 EH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0370'1.5 MI NW FROM ROSEDALE.
 EH0370'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 EH0370'USE STANDARD CAP. A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT
 EH0370'BANK OF MISS. RIVER, 1.5 MILES N.W. OF ROUND LAKE, BOLIVAR COUNTY,
 EH0370'MISS., OPPOSITE LEVEE STATION 170.  204 FEET NORTHEAST OF LANDSIDE TOE
 EH0370'OF LEVEE.  IN SOUTHWEST FENCE CORNER OF YARD TO HOUSE OCCUPIED BY D.B.
 EH0370'BUTLER AND OWNED BY J.D. SMITH, AND 109 FEET NORTH OF CENTER LINE OF
 EH0370'ROAD.  CAP IS 15 INCHES ABOVE THE GROUND.  19 FEET NORTHEAST OF 20 IN.
 EH0370'CHINABERRY TREE, 15.1 FEET NORTHWEST OF ANOTHER 20 IN. CHINABERRY
 EH0370'TREE, 37.1 FEET SOUTHEAST OF SOUTHWEST CORNER OF CHIMNEY, 63.3 FEET
 EH0370'WEST OF A 24-INCH CHINABERRY TREE, SEC 31, T 26N, R 6 W.
 EH0370
 EH0370                          STATION RECOVERY (1974)
 EH0370
 EH0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0369 ***********************************************************************
 EH0369  DESIGNATION -  CESS CAP
 EH0369  PID         -  EH0369
 EH0369  STATE/COUNTY-  MS/BOLIVAR
 EH0369  USGS QUAD   -  ROUND LAKE (1982)
 EH0369
 EH0369                         *CURRENT SURVEY CONTROL
 EH0369  ___________________________________________________________________
 EH0369* NAD 83(1986)-  34 04 33.     (N)    090 52 09.     (W)     SCALED    
 EH0369* NAVD 88     -        48.18   (+/-2cm)     158.1    (feet)  VERTCON   
 EH0369  ___________________________________________________________________
 EH0369  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0369  VERT ORDER  -  ? (See Below)
 EH0369
 EH0369.The horizontal coordinates were scaled from a topographic map and have
 EH0369.an estimated accuracy of +/- 6 seconds.
 EH0369
 EH0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0369.The vertical order pertains to the NGVD 29 superseded value.
 EH0369
 EH0369.The geoid height was determined by GEOID03.
 EH0369
 EH0369;                    North         East    Units  Estimated Accuracy
 EH0369;SPC MS W     -   507,490.      650,540.      MT  (+/- 180 meters Scaled)
 EH0369
 EH0369                          SUPERSEDED SURVEY CONTROL
 EH0369
 EH0369  NGVD 29 (??/??/??)   48.231  (m)          158.24   (f) ADJUSTED    ?  
 EH0369
 EH0369.Superseded values are not recommended for survey control.
 EH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0369.See file dsdata.txt to determine how the superseded data were derived.
 EH0369
 EH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT966726(NAD 83)
 EH0369_MARKER: P = PIPE CAP
 EH0369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0369
 EH0369  HISTORY     - Date     Condition        Report By
 EH0369  HISTORY     - UNK      MONUMENTED       DOD
 EH0369  HISTORY     - 1934     GOOD             CGS
 EH0369  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0369
 EH0369                          STATION DESCRIPTION
 EH0369
 EH0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0369'1.5 MI NW FROM ROSEDALE.
 EH0369'P.B.M. CESS IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT BANK
 EH0369'OF MISS. RIVER, 1.5 MILES N.W. OF ROUND LAKE, BOLIVAR COUNTY, MISS.,
 EH0369'OPPOSITE LEVEE STATION 170.  204 FEET NORTHEAST OF LANDSIDE TOE OF
 EH0369'LEVEE.  IN SOUTHWEST FENCE CORNER OF YARD TO HOUSE OCCUPIED BY D.B.
 EH0369'BUTLER AND OWNED BY J.D. SMITH, AND 109 FEET NORTH OF CENTER LINE OF
 EH0369'ROAD.  CAP IS 15 INCHES ABOVE THE GROUND.  19 FEET NORTHEAST OF 20 IN.
 EH0369'CHINABERRY TREE, 15.1 FEET NORTHWEST OF ANOTHER 20 IN. CHINABERRY
 EH0369'TREE, 37.1 FEET SOUTHEAST OF SOUTHWEST CORNER OF CHIMNEY, 63.3 FEET
 EH0369'WEST OF A 24-INCH CHINABERRY TREE, SEC 31, T 26N, R 6 W.
 EH0369
 EH0369                          STATION RECOVERY (1974)
 EH0369
 EH0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1725 ***********************************************************************
 BV1725  DESIGNATION -  CHAIN
 BV1725  PID         -  BV1725
 BV1725  STATE/COUNTY-  MS/COVINGTON
 BV1725  USGS QUAD   -  LONE STAR (1982)
 BV1725
 BV1725                         *CURRENT SURVEY CONTROL
 BV1725  ___________________________________________________________________
 BV1725* NAD 83(1993)-  31 44 33.36226(N)    089 43 08.36463(W)     ADJUSTED  
 BV1725* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 BV1725  ___________________________________________________________________
 BV1725  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BV1725  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BV1725  HORZ ORDER  -  FIRST
 BV1725
 BV1725.The horizontal coordinates were established by classical geodetic methods
 BV1725.and adjusted by the National Geodetic Survey in May 1994.
 BV1725
 BV1725.The orthometric height was scaled from a topographic map.
 BV1725
 BV1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1725
 BV1725.The geoid height was determined by GEOID03.
 BV1725
 BV1725;                    North         East     Units Scale Factor Converg.
 BV1725;SPC MS E     -   248,950.355   216,081.243   MT  1.00003682   -0 27 57.5
 BV1725;SPC MS E     -   816,764.62    708,926.54   sFT  1.00003682   -0 27 57.5
 BV1725;SPC MS W     -   248,773.299   758,210.395   MT  0.99999177   +0 19 23.6
 BV1725;SPC MS W     -   816,183.73  2,487,561.94   sFT  0.99999177   +0 19 23.6
 BV1725;UTM  16      - 3,515,122.433   242,418.481   MT  1.00041837   -1 25 52.5
 BV1725
 BV1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1725!SPC MS E     -   0.99997408  x   1.00003682  =   1.00001090
 BV1725!SPC MS W     -   0.99997408  x   0.99999177  =   0.99996585
 BV1725!UTM  16      -   0.99997408  x   1.00041837  =   1.00039244
 BV1725
 BV1725:                Primary Azimuth Mark                     Grid Az
 BV1725:SPC MS E     -  CHAIN AZ MK                              093 40 37.7
 BV1725:SPC MS W     -  CHAIN AZ MK                              092 53 16.6
 BV1725:UTM  16      -  CHAIN AZ MK                              094 38 32.7
 BV1725
 BV1725|---------------------------------------------------------------------|
 BV1725| PID    Reference Object                     Distance      Geod. Az  |
 BV1725|                                                           dddmmss.s |
 BV1725| CG1328 CHAIN AZ MK                                        0931240.2 |
 BV1725| CG1329 CHAIN RM 1                           51.551 METERS 17328     |
 BV1725| CG1330 CHAIN RM 2                           36.823 METERS 25930     |
 BV1725| BV1714 MAGEE MUNICIPAL TANK                APPROX.14.1 KM 3553854.9 |
 BV1725|---------------------------------------------------------------------|
 BV1725
 BV1725                          SUPERSEDED SURVEY CONTROL
 BV1725
 BV1725  NAD 83(1986)-  31 44 33.37599(N)    089 43 08.36262(W) AD(       ) 1
 BV1725  NAD 27      -  31 44 32.78500(N)    089 43 08.09700(W) AD(       ) 1
 BV1725
 BV1725.Superseded values are not recommended for survey control.
 BV1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1725.See file dsdata.txt to determine how the superseded data were derived.
 BV1725
 BV1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA4241815122(NAD 83)
 BV1725_MARKER: DS = TRIANGULATION STATION DISK
 BV1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1725+STABILITY: SURFACE MOTION
 BV1725
 BV1725  HISTORY     - Date     Condition        Report By
 BV1725  HISTORY     - 1934     MONUMENTED       CGS
 BV1725  HISTORY     - 1956     GOOD             CGS
 BV1725  HISTORY     - 1956     GOOD             CGS
 BV1725  HISTORY     - 1966     GOOD             MSHD
 BV1725
 BV1725                          STATION DESCRIPTION
 BV1725
 BV1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1725'ELEVEN AND ONE-HALF MILES NORTHWEST OF COLLINS, ABOUT 4.1 MILES
 BV1725'WEST OF MOUNT OLIVE, IN THE SOUTHWEST QUARTER OF SEC. 16, T. 9, R.
 BV1725'17, ON A HEAVILY WOODED RIDGE, ON THE PROPERTY OF L. CHAIN, ON THE
 BV1725'RIGHT SIDE OF A DIRT ROAD, 24 YARDS EAST OF THE CENTER LINE OF THE
 BV1725'ROAD, 20 YARDS EAST OF A TRIANGULAR-BLAZED 16-INCH PINE, 8 YARDS
 BV1725'EAST-NORTHEAST OF AN 18-INCH PINE.
 BV1725'
 BV1725'TO REACH FROM COLLINS, GO NORTH ON U.S. HIGHWAY 49 FOR ABOUT 10
 BV1725'MILES TO MOUNT OLIVE, CONTINUE ON HIGHWAY 49 FOR 0.7 MILE BEYOND
 BV1725'THE MOUNT OLIVE POST OFFICE TO A GRAVEL ROAD FORK LEFT, TAKE THIS
 BV1725'LEFT FORK FOR 2.25 MILES TO A T-ROAD LEFT, TURN LEFT FOR 1.5 MILES
 BV1725'TO A DIRT FORK RIGHT, (AZIMUTH MARK ON RIGHT 75 YARDS BEFORE
 BV1725'REACHING THIS FORK) TURN RIGHT AND GO FOR 0.65 MILE TO A
 BV1725'TRIANGULAR-BLAZED 16-INCH PINE ON THE RIGHT AND THE STATION.
 BV1725'
 BV1725'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1725'BRONZE DISKS SET IN CONCRETE.
 BV1725'
 BV1725'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, ACROSS THE
 BV1725'ROAD, 8 YARDS WEST OF THE CENTER LINE OF THE ROAD, AND 5 YARDS SOUTH
 BV1725'OF A 14-INCH PINE TREE.
 BV1725'
 BV1725'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, ACROSS THE ROAD,
 BV1725'12 YARDS WEST OF THE CENTER LINE OF THE ROAD, 5 YARDS SOUTH OF
 BV1725'18-INCH PINE TREE, AND 5 YARDS EAST OF A 20-INCH PINE TREE.
 BV1725'
 BV1725'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 32 FEET NORTHWEST OF
 BV1725'THE CENTER LINE OF THE ROAD LEADING TO THE STATION, ON PROPERTY OF
 BV1725'MR. JESSIE WARREN, 38 YARDS EAST OF THE NORTHEAST CORNER OF THE
 BV1725'WARREN HOUSE, AND 15 FEET SOUTH OF A 12-INCH OAK TREE.
 BV1725'
 BV1725'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 BV1725'
 BV1725'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1725
 BV1725                          STATION RECOVERY (1956)
 BV1725
 BV1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SAM)
 BV1725'ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION. ALL MARKS (FOUR)
 BV1725'IN GOOD CONDITION.
 BV1725
 BV1725                          STATION RECOVERY (1956)
 BV1725
 BV1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1725'THE STATION WAS VISITED ON SEPTEMBER 12, 1956. THE STATION AND
 BV1725'REFERENCE MARKS WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS
 BV1725'FOUND IN ITS ORIGINAL POSITION WITH THE DISK MUTILATED TO THE
 BV1725'EXTENT THAT THE NAME COULD NOT BE SEEN. THE MARK WAS RESTAMPED
 BV1725'CHAIN AZI 1934. A NEW DESCRIPTION FOLLOWS--
 BV1725'
 BV1725'THE STATION IS LOCATED ABOUT 11 MI. NW OF COLLINS, ABOUT 4 MI. W OF
 BV1725'MOUNT OLIVE, IN THE SW QUARTER OF SECTION 16, T 9 N, R 17 W, ON A
 BV1725'RIDGE, AND AT THE S EDGE OF A THICKET OF SMALL PINE TREES. IT IS
 BV1725'ON LAND OWNED BY JESSIE WARREN, 64 FT. E OF THE CENTER OF A
 BV1725'GRAVELED ROAD, AND AT THE OUTSIDE OF A CURVE. IT IS A STANDARD
 BV1725'DISK, STAMPED CHAIN 1934 AND PROJECTING 6 IN.
 BV1725'
 BV1725'REFERENCE MARK 1 IS 169.13 FT. S-SW OF THE STATION, AND 21 FT. W
 BV1725'OF A GRAVELED ROAD. IT IS A STANDARD DISK, STAMPED CHAIN NO 1 1934
 BV1725'AND PROJECTING 6 IN.
 BV1725'
 BV1725'REFERENCE MARK 2 IS 120.81 FT. NW OF THE STATION, AND 34 FT. W OF
 BV1725'THE CENTER OF THE GRAVELED ROAD. IT IS A STANDARD DISK, STAMPED
 BV1725'CHAIN NO 2 1934 AND PROJECTING 6 IN.
 BV1725'
 BV1725'THE AZIMUTH MARK IS 0.5 MI. E-SE OF THE STATION, ABOUT 75 YD. NE
 BV1725'OF A FORK IN THE ROAD, 64 FT. NE OF THE PROJECTED PLANE OF THE NE
 BV1725'SIDE OF JESSIE WARRENS HOUSE, 36 FT. NW OF THE CENTER OF THE
 BV1725'GRAVELED ROAD, 15 FT. SW OF A WASH, AND 10 FT. SW OF A FENCE LINE.
 BV1725'IT IS A STANDARD DISK, STAMPED CHAIN AZI 1934 AND PROJECTING 6
 BV1725'IN.
 BV1725'
 BV1725'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT OLIVE, GO NW ON
 BV1725'U.S. HIGHWY 49 FOR 0.75 MI. TO A FORK AT THE END OF THE FOUR-LANE
 BV1725'HIGHWAY, TAKE THE LEFT FORK AND GO 2.25 MI. TO A SIDE ROAD LEFT,
 BV1725'TURN LEFT (S) AND GO 1.5 MI. TO THE AZIMUTH MARK ON THE RIGHT,
 BV1725'CONTINUE FOR ABOUT 75 YD. TO A FORK, TAKE THE RIGHT FORK AND GO
 BV1725'0.65 MI. TO THE STATION ON THE RIGHT AT THE OUTSIDE OF A CURVE.
 BV1725
 BV1725                          STATION RECOVERY (1966)
 BV1725
 BV1725'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1725'THE STATION WAS VISITED 2-23-66 AND THE STATION R.M. 1 AND R.M. 2
 BV1725'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK AND DISK HAS BEEN
 BV1725'DENTED WITH A SHARP INSTRUMENT.
 BV1725'
 BV1725'THE STATION IS REACHED FROM THE U.S. POST OFFICE ON 5TH STREET IN
 BV1725'MOUNT OLIVE GO NORTH FOR 0.05 MILES TO HIGHWAY 49, TURN LEFT AND
 BV1725'GO 0.7 MILES TO A SIDE ROAD LEFT AT THE END OF THE FOUR LANE, TURN
 BV1725'LEFT AND GO 2.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.5
 BV1725'MILES TO THE AZIMUTH MARK ON THE RIGHT. TO REACH THE STATION
 BV1725'CONTINUE FOR 0.03 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 0.65
 BV1725'MILES TO THE STATION ON THE RIGHT AS DESCRIBED. THE STATION DISK
 BV1725'IS STAMPED CHAIN (1934) AND PROJECTS 6 INCHES.
 BV1725'
 BV1725'IT IS 64 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 51 FEET
 BV1725'NORTHEAST OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 BV1725'
 BV1725'R.M. 1 IS 22 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 BV1725'NORTHWEST OF A 12 INCH PINE, 1 FOOT SOUTH OF A METAL WITNESS POST.
 BV1725'STAMPED CHAIN NO. 1 (1934) AND PROJECTS 6 INCHES.
 BV1725'
 BV1725'R.M. 2 IS 34 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, STAMPED
 BV1725'CHAIN NO. 2 (1934) AND PROJECTS 6 INCHES.
 BV1725'
 BV1725'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 BV1725'ROAD, 25 FEET NORTHWEST OF A 8 INCH PINE, 15 FEET SOUTHWEST OF A
 BV1725'WASH, 1 FOOT FROM A METAL WITNESS POST, STAMPED CHAIN (1934), AND
 BV1725'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1637 ***********************************************************************
 EG1637  DESIGNATION -  CHALYBEATE MUNICIPAL TANK
 EG1637  PID         -  EG1637
 EG1637  STATE/COUNTY-  MS/TIPPAH
 EG1637  USGS QUAD   -  CHALYBEATE (1982)
 EG1637
 EG1637                         *CURRENT SURVEY CONTROL
 EG1637  ___________________________________________________________________
 EG1637* NAD 83(1993)-  34 55 50.12429(N)    088 51 46.00842(W)     ADJUSTED  
 EG1637* NAVD 88     -              **(meters)            **(feet)            
 EG1637  ___________________________________________________________________
 EG1637  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EG1637  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EG1637  HORZ ORDER  -  THIRD
 EG1637
 EG1637.The horizontal coordinates were established by classical geodetic methods
 EG1637.and adjusted by the National Geodetic Survey in May 1994.
 EG1637
 EG1637
 EG1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1637
 EG1637.The geoid height was determined by GEOID03.
 EG1637
 EG1637;                    North         East     Units Scale Factor Converg.
 EG1637;SPC MS E     -   602,173.579   297,309.724   MT  0.99995009   -0 01 00.7
 EG1637;SPC MS E     - 1,975,631.15    975,423.65   sFT  0.99995009   -0 01 00.7
 EG1637;SPC TN       -    70,092.800   338,460.098   MT  1.00007171   -1 40 33.5
 EG1637;SPC TN       -   229,962.79  1,110,431.17   sFT  1.00007171   -1 40 33.5
 EG1637;UTM  16      - 3,866,929.734   329,864.412   MT  0.99995676   -1 04 00.7
 EG1637
 EG1637                          SUPERSEDED SURVEY CONTROL
 EG1637
 EG1637  NAD 83(1993)-  34 55 50.13455(N)    088 51 46.00614(W) AD(       ) 4
 EG1637  NAD 83(1986)-  34 55 50.13546(N)    088 51 46.00664(W) AD(       ) 4
 EG1637  NAD 27      -  34 55 49.80902(N)    088 51 45.79694(W) AD(       ) 3
 EG1637
 EG1637.Superseded values are not recommended for survey control.
 EG1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1637.See file dsdata.txt to determine how the superseded data were derived.
 EG1637
 EG1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2986466930(NAD 83)
 EG1637_MARKER: 53 = ELEVATED TANK
 EG1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1637+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 EG1637
 EG1637  HISTORY     - Date     Condition        Report By
 EG1637  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1637  HISTORY     - 1979     GOOD             MSHD
 EG1637  HISTORY     - 20080627 GOOD             GEOCAC
 EG1637
 EG1637                          STATION DESCRIPTION
 EG1637
 EG1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1637'THE STATION IS LOCATED AT THE EAST EDGE OF CHALYBEATE.
 EG1637'
 EG1637'IT IS FOUR LEGGED ELEVATED TANK PAINTED DARK GREY WITH CHALYBEATE ON
 EG1637'THE NORTHEAST SIDE
 EG1637'IN BLACK LETTERS.  IT IS OWNED AND OPERATED BY THE
 EG1637'CITY.  THE OVERALL HEIGHT IS 123
 EG1637'FEET.
 EG1637'
 EG1637'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
 EG1637
 EG1637                          STATION RECOVERY (1979)
 EG1637
 EG1637'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1637'THE STATION SITE WAS VISITED 6-21-79 AND WAS FOUND TO BE STANDING AND
 EG1637'IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION CHECKED.
 EG1637'
 EG1637'THE STATION IS LOCATED 0.35 MILE EAST OF CHALYBEATE ABOUT 75 FEET
 EG1637'SOUTH OF STATE HIGHWAY 354, 0.1 MILE WEST OF UNION CEMETERY IN THE
 EG1637'NORTHEAST 1/4 OF SECTION 10, T 2S, R 4E.
 EG1637'
 EG1637'TO REACH FROM THE SCHOOL IN CHALYBEATE GO EAST ON STATE HIGHWAY 354
 EG1637'FOR 0.45 MILE TO THE TANK ON THE RIGHT.
 EG1637'
 EG1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.35 MILE EAST OF
 EG1637'CHALYBEATE.
 EG1637
 EG1637                          STATION RECOVERY (2008)
 EG1637
 EG1637'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EG1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2703 ***********************************************************************
 CP2703  DESIGNATION -  CHAMPION
 CP2703  PID         -  CP2703
 CP2703  STATE/COUNTY-  MS/HINDS
 CP2703  USGS QUAD   -  EDWARDS (1972)
 CP2703
 CP2703                         *CURRENT SURVEY CONTROL
 CP2703  ___________________________________________________________________
 CP2703* NAD 83(1993)-  32 19 34.29001(N)    090 30 57.03970(W)     ADJUSTED  
 CP2703* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 CP2703  ___________________________________________________________________
 CP2703  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CP2703  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2703  HORZ ORDER  -  FIRST
 CP2703
 CP2703.The horizontal coordinates were established by classical geodetic methods
 CP2703.and adjusted by the National Geodetic Survey in May 1994.
 CP2703
 CP2703.The orthometric height was scaled from a topographic map.
 CP2703
 CP2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2703
 CP2703.The geoid height was determined by GEOID03.
 CP2703
 CP2703;                    North         East     Units Scale Factor Converg.
 CP2703;SPC MS W     -   313,333.413   682,816.142   MT  0.99995364   -0 05 51.3
 CP2703;SPC MS W     - 1,027,994.71  2,240,205.96   sFT  0.99995364   -0 05 51.3
 CP2703;UTM  15      - 3,579,304.272   733,838.878   MT  1.00027436   +1 19 44.3
 CP2703
 CP2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2703!SPC MS W     -   0.99998454  x   0.99995364  =   0.99993818
 CP2703!UTM  15      -   0.99998454  x   1.00027436  =   1.00025890
 CP2703
 CP2703|---------------------------------------------------------------------|
 CP2703| PID    Reference Object                     Distance      Geod. Az  |
 CP2703|                                                           dddmmss.s |
 CP2703| CY4021 CHAMPION RM 1                        22.330 METERS 20150     |
 CP2703| CY4022 CHAMPION RM 2                        66.000 METERS 31924     |
 CP2703|---------------------------------------------------------------------|
 CP2703
 CP2703                          SUPERSEDED SURVEY CONTROL
 CP2703
 CP2703  NAD 83(1986)-  32 19 34.30382(N)    090 30 57.03601(W) AD(       ) 1
 CP2703  NAD 27      -  32 19 33.77800(N)    090 30 56.68300(W) AD(       ) 1
 CP2703
 CP2703.Superseded values are not recommended for survey control.
 CP2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2703.See file dsdata.txt to determine how the superseded data were derived.
 CP2703
 CP2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3383979304(NAD 83)
 CP2703_MARKER: DS = TRIANGULATION STATION DISK
 CP2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2703
 CP2703  HISTORY     - Date     Condition        Report By
 CP2703  HISTORY     - 1931     MONUMENTED       CGS
 CP2703  HISTORY     - 1957     GOOD             CGS
 CP2703  HISTORY     - 1961     GOOD             MSHD
 CP2703  HISTORY     - 1972     MARK NOT FOUND   USGS
 CP2703  HISTORY     - 1973     MARK NOT FOUND   NGS
 CP2703
 CP2703                          STATION DESCRIPTION
 CP2703
 CP2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2703'ABOUT 5 MILES DUE E OF EDWARDS AND 4 MILES S OF W OF BOLTON ON
 CP2703'THE HIGHEST SUMMIT OF CHAMPION HILL.  OWNERSHIP OF LAND COULD
 CP2703'NOT BE LEARNED.
 CP2703'
 CP2703'STATION IS ABOUT 100 METERS W OF A SMALL CLEARED FIELD, 5.10
 CP2703'METERS OF A 15-INCH OAK TREE, 30 METERS NE OF A 2-FOOT OAK TREE
 CP2703'AND 6 FEET SW OF OLD WAGON ROAD.
 CP2703'
 CP2703'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2703'DISKS SET IN CONCRETE.
 CP2703'
 CP2703'REFERENCE MARK NO. 1 IS SW OF STATION, AND 12 FEET NW OF A
 CP2703'15-INCH OAK TREE.  REFERENCE MARK NO. 2 IS N OF STATION.
 CP2703'
 CP2703'REACHED FROM EDWARDS BY U.S. HIGHWAY 80 E 0.5 MILE TO A NARROW
 CP2703'GRAVELED ROAD TO THE RIGHT.  THIS IS THE OLD GRAVELED ROAD TO
 CP2703'BOLTON.  FOLLOW E ALONG RAILROAD TRACK 3.1 MILES TO A
 CP2703'WELL-TRAVELED ROAD TO THE RIGHT.  FOLLOW THIS ROAD 2.2 MILES TO A
 CP2703'WOOD ROAD LEADING TO THE LEFT.  FOLLOW WOOD ROAD NE 150 YARDS
 CP2703'TO FORK AT WASHOUT.  KEEP LEFT FORK 100 YARDS, THENCE BEAR RIGHT
 CP2703'30 YARDS TO THE STATION.
 CP2703'
 CP2703'HEIGHT OF SIGNAL ABOVE STATION MARK - 22.5 METERS.
 CP2703
 CP2703                          STATION RECOVERY (1957)
 CP2703
 CP2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2703'THE STATION WAS VISITED 1-21-57 AND THE STATION AND REFERENCE
 CP2703'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION
 CP2703'IS WITHOUT AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 CP2703'
 CP2703'THE STATION IS LOCATED ABOUT 5 MILES EAST OF EDWARDS AND 4 MILES
 CP2703'WEST-SOUTHWEST OF BOLTON, ON THE TOP OF AN EAST-WEST RIDGE LOCALLY
 CP2703'KNOWN AS CHAMPION HILL, ABOUT 100 YARDS NORTHWEST OF THE WEST
 CP2703'EDGE OF A GRAVEL PIT AND ON THE NORTHEAST SIDE OF A TRIANGLE
 CP2703'FORMED BY WOODS ROADS WITH THE SIDES OF THE TRIANGLE ABOUT 100
 CP2703'YARDS ON EACH SIDE.  IT IS 10 FEET SOUTHWEST OF THE CENTER
 CP2703'OF THE WOODS ROAD, 140 FEET WEST-NORTHWEST OF THE EAST SIDE OF
 CP2703'THE TRIANGLE, 124 FEET EAST-SOUTHEAST OF THE WEST SIDE OF THE
 CP2703'TRIANGLE, 16 FEET NORTHEAST OF A 24-INCH TRIANGULAR BLAZED
 CP2703'OAK TREE, 27 FEET SOUTH-SOUTHWEST OF A 20-INCH DEAD OAK
 CP2703'TREE, AND 39 FEET NORTH-NORTHWEST OF A 20-INCH OAK TREE.  IT IS
 CP2703'A STANDARD DISK, STAMPED CHAMPION 1931, PROJECTING 6 INCHES.
 CP2703'
 CP2703'REFERENCE MARK NO. 1 IS 73.30 FEET SOUTH-SOUTHWEST OF THE
 CP2703'STATION, 35 FEET SOUTHWEST OF A 20-INCH OAK TREE, 74 FEET
 CP2703'NORTHWEST OF THE EAST SIDE OF THE TRIANGLE MENTIONED ABOVE, 20
 CP2703'FEET NORTHEAST OF A 12-INCH PINE TREE AND 83 FEET SOUTH-SOUTHWEST
 CP2703'OF THE CENTER OF THE WOODS ROAD, IT IS A STANDARD DISK,
 CP2703'STAMPED CHAMPION NO 1 1931, PROJECTING 8 INCHES.
 CP2703'
 CP2703'REFERENCE MARK NO. 2 IS 216.8 FEET NORTHWEST OF THE STATION AND
 CP2703'ABOUT 10 FEET LOWER THAN THE STATION, 14.5 FEET SOUTHWEST OF A
 CP2703'10-INCH BLAZED OAK TREE, 50 FEET WEST OF THE WOODS ROAD IN
 CP2703'A CURVE, 39 FEET WEST-NORTHWEST OF A 20-INCH OAK TREE AND IN THE
 CP2703'CENTER OF THE TOP OF A SMALL RIDGE RUNNING SOUTHWEST FROM THE
 CP2703'ROAD.  IT IS A STANDARD DISK, STAMPED CHAMPION NO 2 1931,
 CP2703'PROJECTING 6 INCHES.
 CP2703'
 CP2703'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN EDWARDS
 CP2703'GO NORTHEAST ON OLD U.S. HIGHWAY 80 FOR 0.45 MILE TO A BLACK
 CP2703'TOP ROAD LEADING RIGHT, TURN RIGHT AND FOLLOW BLACK TOP ROAD
 CP2703'EAST FOR 0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.6 MILE
 CP2703'TO A T INTERSECTION, TURN RIGHT CROSSING RAILROAD TRACKS AND GO
 CP2703'0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 1.4 MILE
 CP2703'TO A SIDE ROAD RIGHT ON THE TOP OF A SMALL HILL, TURN RIGHT AND
 CP2703'GO SOUTH AND EAST FOR 2.25 MILE TO A SIDE ROAD LEFT AT A
 CP2703'TRIANGULAR BLAZED OAK TREE, TURN LEFT AND GO 0.15 MILE TO A
 CP2703'DIM FORK, TAKE RIGHT FORK AND GO 0.1 MILE TO THE TOP OF THE
 CP2703'RIDGE AND THE GRAVEL PIT ON THE RIGHT, TURN LEFT ON WOODS
 CP2703'ROAD AND GO 45 YARDS TO THE STATION ON THE LEFT.
 CP2703
 CP2703                          STATION RECOVERY (1961)
 CP2703
 CP2703'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2703'THE STATION WAS VISITED 10-3-61.  THE STATION, R.M. NO. 1 AND
 CP2703'R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THERE IS NO MENTION
 CP2703'OF AN AZIMUTH MARK.  DUE TO ROAD CONSTRUCTION A NEW TO REACH
 CP2703'FOLLOWS--
 CP2703'
 CP2703'TO REACH FROM THE WATER TANK IN EDWARDS GO NORTHEAST ON OLD
 CP2703'U.S. HIGHWAY 80 FOR 0.5 MILE TO A BLACK TOP ROAD ON THE RIGHT,
 CP2703'TURN RIGHT, EAST, AND GO 3.1 MILES TO A BLACK TOP ROAD ON THE
 CP2703'RIGHT, TURN RIGHT, SOUTH, AND GO 0.1 MILE TO A BLACK TOP AND
 CP2703'GRAVEL ROAD ON THE LEFT, TURN LEFT, EAST, AND GO 1.4 MILES TO A
 CP2703'GRAVEL ROAD ON THE RIGHT, TURN RIGHT, SOUTHEAST, AND GO 2.3
 CP2703'MILES TO A TRACK ROAD ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO
 CP2703'A FORK, TAKE THE ROAD ON THE LEFT AND GO 0.05 MILE TO THE
 CP2703'STATION ON THE RIGHT.
 CP2703'
 CP2703'A METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE STATION.
 CP2703
 CP2703                          STATION RECOVERY (1972)
 CP2703
 CP2703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (AEN)
 CP2703'STATION COULD NOT BE LOCATED, IT MAY HAVE BEEN DESTROYED BY
 CP2703'EXTENSIVE GRAVEL EXCAVATION IN AREA.
 CP2703
 CP2703                          STATION RECOVERY (1973)
 CP2703
 CP2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CP2703'THE STATION WAS VISITED 1/31/73 AS A RESULT OF REPORT OF MAY 1972
 CP2703'AND THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 CP2703'FOUND.  THE STATION SHOULD BE CONSIDETED DESTROYED SINCE THE
 CP2703'ENTIRE TOP OF THE HILL AND THE SURROUNDING AREA OF 1/2 SQUARE
 CP2703'MILE HAS BEEN EXCAVATED AS A GRAVEL PIT.
 CP2703'
 CP2703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CP2703'EAST OF EDWARDS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2095 ***********************************************************************
 DJ2095  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ2095  FBN         -  This is a Federal Base Network Control Station.
 DJ2095  DESIGNATION -  CHANEY
 DJ2095  PID         -  DJ2095
 DJ2095  STATE/COUNTY-  MS/GRENADA
 DJ2095  USGS QUAD   -  GRENADA (1983)
 DJ2095
 DJ2095                         *CURRENT SURVEY CONTROL
 DJ2095  ___________________________________________________________________
 DJ2095* NAD 83(2007)-  33 49 56.25867(N)    089 47 37.99766(W)     ADJUSTED  
 DJ2095* NAVD 88     -        59.26   (meters)     194.4    (feet)  GPS OBS   
 DJ2095  ___________________________________________________________________
 DJ2095  EPOCH DATE  -        2002.00
 DJ2095  X           -      19,078.986 (meters)                     COMP
 DJ2095  Y           -  -5,303,630.748 (meters)                     COMP
 DJ2095  Z           -   3,531,027.736 (meters)                     COMP
 DJ2095  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DJ2095  ELLIP HEIGHT-          32.695 (meters)          (02/15/08) ADJUSTED
 DJ2095  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DJ2095  HORZ ORDER  -  FIRST
 DJ2095  ELLP ORDER  -  FOURTH    CLASS II
 DJ2095
 DJ2095.This mark is at Grenada Municipal Airport (M42)
 DJ2095
 DJ2095.The horizontal coordinates were established by GPS observations
 DJ2095.and adjusted by the EMC INCORPORATED in February 2008.
 DJ2095
 DJ2095.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ2095.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ2095.The horizontal coordinates are valid at the epoch date displayed above.
 DJ2095.The epoch date for horizontal control is a decimal equivalence
 DJ2095.of Year/Month/Day.
 DJ2095
 DJ2095.The orthometric height was determined by GPS observations and a
 DJ2095.high-resolution geoid model.
 DJ2095.The orthometric height was determined by GPS observations and a
 DJ2095.high-resolution geoid model using precise GPS observation and
 DJ2095.processing techniques.
 DJ2095
 DJ2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2095
 DJ2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2095
 DJ2095.The ellipsoidal height was determined by GPS observations
 DJ2095.and is referenced to NAD 83.
 DJ2095
 DJ2095.The geoid height was determined by GEOID03.
 DJ2095
 DJ2095;                    North         East     Units Scale Factor Converg.
 DJ2095;SPC MS W     -   480,476.934   749,932.030   MT  0.99998072   +0 18 01.3
 DJ2095;SPC MS W     - 1,576,364.74  2,460,402.00   sFT  0.99998072   +0 18 01.3
 DJ2095;UTM  16      - 3,747,072.783   241,445.301   MT  1.00042420   -1 33 23.0
 DJ2095
 DJ2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2095!SPC MS W     -   0.99999487  x   0.99998072  =   0.99997559
 DJ2095!UTM  16      -   0.99999487  x   1.00042420  =   1.00041907
 DJ2095
 DJ2095|---------------------------------------------------------------------|
 DJ2095| PID    Reference Object                     Distance      Geod. Az  |
 DJ2095|                                                           dddmmss.s |
 DJ2095| DJ1445 R 166                               161.775 METERS 01836     |
 DJ2095| DJ2096 CHANEY AZ MK                        APPROX. 0.6 KM 3115054.0 |
 DJ2095|---------------------------------------------------------------------|
 DJ2095
 DJ2095                          SUPERSEDED SURVEY CONTROL
 DJ2095
 DJ2095  NAD 83(2007)-  33 49 56.25871(N)    089 47 37.99738(W) AD(       ) 0
 DJ2095  ELLIP H (02/10/07)   32.693  (m)                       GP(       )    
 DJ2095  ELLIP H (09/12/01)   32.682  (m)                       GP(       ) 3 1
 DJ2095  NAD 83(1993)-  33 49 56.25870(N)    089 47 37.99623(W) AD(       ) B
 DJ2095  ELLIP H (01/12/94)   32.736  (m)                       GP(       ) 4 1
 DJ2095  NAD 83(1993)-  33 49 56.26428(N)    089 47 37.98777(W) AD(       ) 3
 DJ2095  NAD 83(1986)-  33 49 56.26442(N)    089 47 37.98799(W) AD(       ) 3
 DJ2095  NAD 27      -  33 49 55.84708(N)    089 47 37.73194(W) AD(       ) 3
 DJ2095  NGVD 29 (09/20/88)   59.3    (m)          195.     (f) GPS OBS     3  
 DJ2095
 DJ2095.Superseded values are not recommended for survey control.
 DJ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2095.See file dsdata.txt to determine how the superseded data were derived.
 DJ2095
 DJ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4144547073(NAD 83)
 DJ2095_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2095_SP_SET: CONCRETE POST
 DJ2095_STAMPING: CHANEY 1987
 DJ2095_MARK LOGO: NGS   
 DJ2095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2095+STABILITY: SURFACE MOTION
 DJ2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2095+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2008
 DJ2095
 DJ2095  HISTORY     - Date     Condition        Report By
 DJ2095  HISTORY     - 1987     MONUMENTED       NGS
 DJ2095  HISTORY     - 1987     GOOD             NGS
 DJ2095  HISTORY     - 19880122 GOOD
 DJ2095  HISTORY     - 19920915 GOOD             MSHD
 DJ2095  HISTORY     - 19930514 GOOD
 DJ2095  HISTORY     - 19980203 GOOD             NGS
 DJ2095  HISTORY     - 20000301 GOOD             NGS
 DJ2095  HISTORY     - 20070117 GOOD             EMCINC
 DJ2095  HISTORY     - 20080214 GOOD             MSDOT
 DJ2095
 DJ2095                          STATION DESCRIPTION
 DJ2095
 DJ2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DJ2095'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 DJ2095'NORTH OF GRENADA, AT THE GRENADA MUNICIPAL AIRPORT.
 DJ2095'OWNERSHIP--CITY OF GRENADA, P.O. BOX 310, GRENADA MS 38901,
 DJ2095'TELEPHONE (601) 226-9602
 DJ2095'
 DJ2095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 DJ2095'HIGHWAY 8 IN THE SOUTH EDGE OF GRENADA, GO NORTH FOR
 DJ2095'3.2 KM (2.0 MI) ON HIGHWAY 51 TO THE JUNCTION OF STATE HIGHWAY 332.
 DJ2095'TURN RIGHT AND GO NORTHEAST FOR 3.8 KM (2.35 MI) ON HIGHWAY 332 TO
 DJ2095'THE AIRPORT BAPTIST CHURCH ON THE LEFT.
 DJ2095'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 DJ2095'0.4 KM (0.25 MI) ON HIGHWAY 332 TO A PAVED SIDEROAD ON THE LEFT.
 DJ2095'TURN LEFT AND GO WEST FOR 1.3 KM (0.8 MI) ON A WINDING PAVED ROAD
 DJ2095'TO THE AIRPORT ENTRANCE AT A HANGER AND OFFICE ON THE RIGHT.
 DJ2095'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.2 KM (0.15 MI) ON A
 DJ2095'PARKING RAMP TO THE STATION NEAR THE SOUTHEAST CORNER OF THE
 DJ2095'CONCRETE RAMP.
 DJ2095'
 DJ2095'THE STATION IS A STANDARD NGS DISK
 DJ2095'STAMPED---CHANEY 1987---,
 DJ2095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DJ2095'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DJ2095'132.59 METERS (435.0 FT) NORTHEAST FROM THE NORTHEAST EDGE OF NEW
 DJ2095'PAVEMENT OF A RUNWAY,
 DJ2095'127.71 METERS (419.0 FT) WEST-NORTHWEST FROM A WINDSOCK POLE,
 DJ2095'125.27 METERS (411.0 FT) NORTHEAST FROM THE SECOND RUNWAY LIGHT
 DJ2095'NORTHWEST OF RUNWAY END 31,
 DJ2095'55.47 METERS (182.0 FT) NORTHEAST FROM A 4 INCH YELLOW PIPE AT THE
 DJ2095'NORTHEAST CORNER OF A 2.4 BY 2.4 METER CONCRETE DRAIN,
 DJ2095'46.70 METERS (153.2 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF
 DJ2095'THE CONCRETE PARKING PAD,
 DJ2095'18.90 METERS (62.0 FT) WEST-NORTHWEST FROM A TAXIWAY LIGHT,
 DJ2095'4.11 METERS (13.5 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 DJ2095'CONCRETE RAMP, AND
 DJ2095'0.30 METERS (1.0 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 DJ2095'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DJ2095'STAMPED---CHANEY 1987---,
 DJ2095'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DJ2095'
 DJ2095'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DJ2095
 DJ2095                          STATION RECOVERY (1987)
 DJ2095
 DJ2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DJ2095'RECOVERED IN GOOD CONDITION.
 DJ2095
 DJ2095                          STATION RECOVERY (1988)
 DJ2095
 DJ2095'RECOVERED 1988
 DJ2095'RECOVERED IN GOOD CONDITION.
 DJ2095
 DJ2095                          STATION RECOVERY (1992)
 DJ2095
 DJ2095'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2095'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH NORTHEAST OF
 DJ2095'GRENADA, AT THE GRENADA MUNICIPAL AIRPORT, 1 MI (1.6 KM) WEST OF THE
 DJ2095'GRENADA LAKE DAM AND IS IN SECTION 29, T 23N, R 5E. OWNERSHIP--CITY
 DJ2095'OF GRENADA, P.O. BOX 310, GRENADA MS 38901, TELEPHONE (601) 226-9602.
 DJ2095'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 51 AT
 DJ2095'THE SOUTH EDGE OF GRENADA, GO NORTH ON U.S. HIGHWAY 51 FOR 2 MI
 DJ2095'(3.2 KM) TO THE JUNCTION OF STATE HIGHWAY 332, TURN RIGHT AND GO
 DJ2095'NORTHEAST ON STATE HIGHWAY 332 FOR 2.35 MI (3.78 KM) TO THE AIRPORT
 DJ2095'BAPTIST CHURCH ON THE LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY 332
 DJ2095'FOR 0.25 MI (0.40 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTHWEST
 DJ2095'ON A WINDING PAVED ROAD FOR 0.8 MI (1.3 KM) TO THE AIRPORT ENTRANCE
 DJ2095'AT A HANGAR AND THE OFFICE ON THE RIGHT, CONTINUE STRAIGHT AHEAD AND
 DJ2095'GO SOUTHWEST ON A PARKING RAMP FOR 0.15 MI (0.24 KM) TO THE STATION
 DJ2095'NEAR THE SOUTHEAST CORNER OF A CONCRETE RAMP.
 DJ2095'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 DJ2095'FLUSH WITH THE GROUND, 435 FT (132.6 M) NORTHEAST OF THE NORTHEAST
 DJ2095'EDGE OF A PAVED RUNWAY, 419 FT (127.7 M) WEST NORTHWEST OF WINDSOCK
 DJ2095'POLE, 411 FT (125.3 M) NORTHEAST OF THE SECOND RUNWAY LIGHT NORTHWEST
 DJ2095'OF RUNWAY 31, 182 FT (55.5 M) NORTHEAST OF A YELLOW PIPE AT THE
 DJ2095'NORTHEAST CORNER OF AN 8X8 FOOT CONCRETE DRAIN, 153.2 FT (46.7 M)
 DJ2095'WEST NORTHWEST OF THE SOUTHEAST CORNER OF OF THE CONCRETE PARKING PAD,
 DJ2095'62 FT (18.9 M) WEST-NORTHWEST OF A TAXI LIGHT, 13.5 FT (4.1 M)
 DJ2095'SOUTHWEST OF THE SOUTHWEST EDGE OF A  CONCRETE RAMP AND 1 FT (0.3 M)
 DJ2095'SOUTHEAST OF A CARSONITE WITNESS POST.
 DJ2095
 DJ2095                          STATION RECOVERY (1993)
 DJ2095
 DJ2095'RECOVERED 1993
 DJ2095'RECOVERED IN GOOD CONDITION.
 DJ2095
 DJ2095                          STATION RECOVERY (1998)
 DJ2095
 DJ2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DJ2095'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTH-NORTHEAST OF
 DJ2095'GRENADA, 1.6 KM (1.00 MI) WEST OF THE GRENADA LAKE DAM, AT THE GRENADA
 DJ2095'MUNICIPAL AIRPORT, NORTH-NORTHWEST OF THE TETRAHEDRON, NEAR THE
 DJ2095'SOUTHEAST CORNER OF THE GRASS MEDIAN IN FRONT OF THE NEW AIRPORT
 DJ2095'OFFICE, NEAR THE SOUTHWEST EDGE OF THE APRON.  OWNERSHIP--CITY OF
 DJ2095'GRENADA, PO BOX 310, GRENADA MS 38901.  F.B.O. IS WAYNE WILLIAMS,
 DJ2095'PHONE 601-227-8402, 227-9774, 226-7330 (AFTER HOURS), FAX 227-9778.
 DJ2095'NOTE--CONTACT F.B.O. UPON ARRIVAL FOR ACCESS AND EXIT ARRANGEMENTS,
 DJ2095'ELECTRIC GATE LOCKED AT NIGHT.  TO REACH THE STATION FROM THE JUNCTION
 DJ2095'OF INTERSTATE HIGHWAY 55 AND PAPERMILL ROAD (EXIT 208) ABOUT 4.0 KM
 DJ2095'(2.50 MI) NORTH-NORTHWEST OF GRENADA, GO EAST FOR 0.8 KM (0.50 MI) ON
 DJ2095'PAPERMILL ROAD TO THE JUNCTION OF U.S. HIGHWAY 51.  TURN RIGHT, SOUTH
 DJ2095'FOR 2.89 KM (1.80 MI) ON HIGHWAY 51 TO THE JUNCTION OF STATE HIGHWAY
 DJ2095'332.  TURN LEFT, NORTHEAST FOR 4.18 KM (2.60 MI) ON HIGHWAY 332 TO L D
 DJ2095'BOONE RD ON THE LEFT.  TURN LEFT, NORTHWESTERLY, THEN SOUTHWEST FOR
 DJ2095'1.3 KM (0.80 MI) ON THE WINDING PAVED ROAD TO THE AIRPORT ENTRANCE AND
 DJ2095'THE AIRPORT OFFICE ON THE LEFT.  CONTINUE AHEAD, SOUTHWEST FOR 0.24 KM
 DJ2095'(0.15 MI) CROSSING TO THE SOUTHWEST SIDE OF THE APRON AND THE STATION.
 DJ2095'STATION IS 125.6 M (412.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 DJ2095'RUNWAY, 55.4 M (181.8 FT) NORTHEAST OF THE NORTHEAST 1 OF 4 YELLOW
 DJ2095'METAL GUARD POSTS AROUND A 6 FT (1.8 M) SQUARE CONCRETE STORM DRAIN,
 DJ2095'38.8 M (127.3 FT) WEST-NORTHWEST OF THE JUNCTION OF THE APRON AND AN
 DJ2095'ANGLE TAXI/RAMP, 4.1 M (13.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 DJ2095'THE APRON, 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 DJ2095'WITH THE APRON AND FLUSH WITH GROUND.
 DJ2095
 DJ2095                          STATION RECOVERY (2000)
 DJ2095
 DJ2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ2095'RECOVERED AS DESCRIBED.
 DJ2095
 DJ2095                          STATION RECOVERY (2007)
 DJ2095
 DJ2095'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DJ2095'RECOVERED IN GOOD CONDITION.
 DJ2095
 DJ2095                          STATION RECOVERY (2008)
 DJ2095
 DJ2095'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2096 ***********************************************************************
 DJ2096  DESIGNATION -  CHANEY AZ MK
 DJ2096  PID         -  DJ2096
 DJ2096  STATE/COUNTY-  MS/GRENADA
 DJ2096  USGS QUAD   -  GRENADA (1983)
 DJ2096
 DJ2096                         *CURRENT SURVEY CONTROL
 DJ2096  ___________________________________________________________________
 DJ2096* NAD 83(1993)-  33 50 10.22499(N)    089 47 56.68714(W)     ADJUSTED  
 DJ2096* NAVD 88     -        60.8    (meters)     199.     (feet)  VERTCON   
 DJ2096  ___________________________________________________________________
 DJ2096  X           -      18,597.593 (meters)                     COMP
 DJ2096  Y           -  -5,303,394.259 (meters)                     COMP
 DJ2096  Z           -   3,531,386.119 (meters)                     COMP
 DJ2096  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DJ2096  ELLIP HEIGHT-          34.381 (meters)          (05/13/94) ADJUSTED
 DJ2096  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DJ2096  HORZ ORDER  -  THIRD
 DJ2096  ELLP ORDER  -  FOURTH    CLASS I
 DJ2096
 DJ2096.This mark is at Grenada Municipal Airport (M42)
 DJ2096
 DJ2096.The horizontal coordinates were established by GPS observations
 DJ2096.and adjusted by the National Geodetic Survey in May 1994.
 DJ2096
 DJ2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2096
 DJ2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2096
 DJ2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2096
 DJ2096.The ellipsoidal height was determined by GPS observations
 DJ2096.and is referenced to NAD 83.
 DJ2096
 DJ2096.The geoid height was determined by GEOID03.
 DJ2096
 DJ2096;                    North         East     Units Scale Factor Converg.
 DJ2096;SPC MS W     -   480,904.728   749,449.254   MT  0.99998013   +0 17 51.0
 DJ2096;SPC MS W     - 1,577,768.26  2,458,818.09   sFT  0.99998013   +0 17 51.0
 DJ2096;UTM  16      - 3,747,516.193   240,976.431   MT  1.00042719   -1 33 34.0
 DJ2096
 DJ2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2096!SPC MS W     -   0.99999460  x   0.99998013  =   0.99997473
 DJ2096!UTM  16      -   0.99999460  x   1.00042719  =   1.00042179
 DJ2096
 DJ2096:                Primary Azimuth Mark                     Grid Az
 DJ2096:SPC MS W     -  CHANEY                                   131 32 52.6
 DJ2096:UTM  16      -  CHANEY                                   133 24 17.6
 DJ2096
 DJ2096|---------------------------------------------------------------------|
 DJ2096| PID    Reference Object                     Distance      Geod. Az  |
 DJ2096|                                                           dddmmss.s |
 DJ2096| DJ2095 CHANEY                              APPROX. 0.6 KM 1315043.6 |
 DJ2096|---------------------------------------------------------------------|
 DJ2096
 DJ2096                          SUPERSEDED SURVEY CONTROL
 DJ2096
 DJ2096  NAD 83(1993)-  33 50 10.22999(N)    089 47 56.67795(W) AD(       ) 3
 DJ2096  NAD 83(1986)-  33 50 10.23758(N)    089 47 56.68438(W) AD(       ) 3
 DJ2096  NAD 27      -  33 50 09.82054(N)    089 47 56.42768(W) AD(       ) 3
 DJ2096  NGVD 29 (09/20/88)   60.9    (m)          200.     (f) GPS OBS     3  
 DJ2096
 DJ2096.Superseded values are not recommended for survey control.
 DJ2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2096.See file dsdata.txt to determine how the superseded data were derived.
 DJ2096
 DJ2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4097647516(NAD 83)
 DJ2096_MARKER: DZ = AZIMUTH MARK DISK
 DJ2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2096+STABILITY: SURFACE MOTION
 DJ2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2096+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2008
 DJ2096
 DJ2096  HISTORY     - Date     Condition        Report By
 DJ2096  HISTORY     - 1987     MONUMENTED       NGS
 DJ2096  HISTORY     - 19880122 GOOD
 DJ2096  HISTORY     - 20080214 GOOD             MSDOT
 DJ2096
 DJ2096                          STATION DESCRIPTION
 DJ2096
 DJ2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DJ2096'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 DJ2096'NORTH OF GRENADA, AT THE GRENADA MUNICIPAL AIRPORT.
 DJ2096'OWNERSHIP--CITY OF GRENADA, P.O. BOX 310, GRENADA MS 38901,
 DJ2096'TELEPHONE (601) 226-9602
 DJ2096'
 DJ2096'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 DJ2096'HIGHWAY 8 IN THE SOUTH EDGE OF GRENADA, GO NORTH FOR
 DJ2096'3.2 KM (2.0 MI) ON HIGHWAY 51 TO THE JUNCTION OF STATE HIGHWAY 332.
 DJ2096'TURN RIGHT AND GO NORTHEAST FOR 3.8 KM (2.35 MI) ON HIGHWAY 332 TO
 DJ2096'THE AIRPORT BAPTIST CHURCH ON THE LEFT.
 DJ2096'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 DJ2096'0.4 KM (0.25 MI) ON HIGHWAY 332 TO A PAVED SIDEROAD ON THE LEFT.
 DJ2096'TURN LEFT AND GO WEST FOR 1.3 KM (0.8 MI) ON THE WINDING PAVED ROAD
 DJ2096'TO THE AIRPORT ENTRANCE AT A HANGER AND OFFICE ON THE RIGHT.
 DJ2096'CONTINUE STRAIGHT AHEAD  AND GO WEST FOR 0.6 KM (0.35 MI) ACROSS A
 DJ2096'PARKING RAMP TO THE AZIMUTH MARK NEAR THE SOUTHWEST CORNER OF THE
 DJ2096'CONCRETE RAMP.
 DJ2096'
 DJ2096'THE STATION IS A STANDARD NGS DISK
 DJ2096'STAMPED---CHANEY 1987---,
 DJ2096'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DJ2096'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DJ2096'133.04 METERS (436.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 DJ2096'NEW PAVEMENT OF A RUNWAY,
 DJ2096'126.19 METERS (414.0 FT) NORTHEAST FROM THE SECOND RUNWAY LIGHT
 DJ2096'SOUTHEAST OF A TAXIWAY,
 DJ2096'36.27 METERS (119.0 FT) SOUTHEAST FROM THE EXTENDED SOUTHWEST EDGE
 DJ2096'OF THE TAXIWAY,
 DJ2096'22.55 METERS (74.0 FT) SOUTHEAST FROM A TAXIWAY LIGHT,
 DJ2096'3.66 METERS (12.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 DJ2096'CONCRETE RAMP, AND
 DJ2096'0.40 METERS (1.3 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 DJ2096'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DJ2096'STAMPED---CHANEY 1987---,
 DJ2096'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DJ2096'
 DJ2096'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DJ2096
 DJ2096                          STATION RECOVERY (1988)
 DJ2096
 DJ2096'RECOVERED 1988
 DJ2096'RECOVERED IN GOOD CONDITION.
 DJ2096
 DJ2096                          STATION RECOVERY (2008)
 DJ2096
 DJ2096'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0336 ***********************************************************************
 EH0336  DESIGNATION -  CHAPEL
 EH0336  PID         -  EH0336
 EH0336  STATE/COUNTY-  MS/COAHOMA
 EH0336  USGS QUAD   -  JONESTOWN (1969)
 EH0336
 EH0336                         *CURRENT SURVEY CONTROL
 EH0336  ___________________________________________________________________
 EH0336* NAD 83(1993)-  34 21 36.82229(N)    090 29 07.35661(W)     ADJUSTED  
 EH0336* NAVD 88     -        53.785  (meters)     176.46   (feet)  ADJUSTED  
 EH0336  ___________________________________________________________________
 EH0336  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 EH0336  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH0336  DYNAMIC HT  -          53.732 (meters)     176.29  (feet)  COMP
 EH0336  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH0336
 EH0336  HORZ ORDER  -  THIRD
 EH0336  VERT ORDER  -  SECOND    CLASS II
 EH0336
 EH0336.The horizontal coordinates were established by classical geodetic methods
 EH0336.and adjusted by the National Geodetic Survey in May 1994.
 EH0336
 EH0336.The orthometric height was determined by differential leveling
 EH0336.and adjusted in June 1991.
 EH0336
 EH0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0336
 EH0336.The geoid height was determined by GEOID03.
 EH0336
 EH0336.The dynamic height is computed by dividing the NAVD 88
 EH0336.geopotential number by the normal gravity value computed on the
 EH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0336.degrees latitude (g = 980.6199 gals.).
 EH0336
 EH0336.The modeled gravity was interpolated from observed gravity values.
 EH0336
 EH0336;                    North         East     Units Scale Factor Converg.
 EH0336;SPC MS W     -   538,914.262   686,013.758   MT  0.99995241   -0 05 08.9
 EH0336;SPC MS W     - 1,768,087.87  2,250,696.80   sFT  0.99995241   -0 05 08.9
 EH0336;SPC AR S     -   588,868.974   539,320.508   MT  0.99993458   +0 50 51.8
 EH0336;SPC AR S     - 1,931,980.96  1,769,420.70   sFT  0.99993458   +0 50 51.8
 EH0336;UTM  15      - 3,804,963.889   731,262.323   MT  1.00025929   +1 25 11.5
 EH0336
 EH0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0336!SPC MS W     -   0.99999574  x   0.99995241  =   0.99994815
 EH0336!SPC AR S     -   0.99999574  x   0.99993458  =   0.99993032
 EH0336!UTM  15      -   0.99999574  x   1.00025929  =   1.00025503
 EH0336
 EH0336|---------------------------------------------------------------------|
 EH0336| PID    Reference Object                     Distance      Geod. Az  |
 EH0336|                                                           dddmmss.s |
 EH0336| EH0337 CHAPEL RM 1                          31.583 METERS 10822     |
 EH0336| EH0338 CHAPEL AZ MK                                       1344915.6 |
 EH0336| EH0335 CHAPEL RM 2                          14.041 METERS 20349     |
 EH0336|---------------------------------------------------------------------|
 EH0336
 EH0336                          SUPERSEDED SURVEY CONTROL
 EH0336
 EH0336  NAD 83(1986)-  34 21 36.83157(N)    090 29 07.35683(W) AD(       ) 3
 EH0336  NAD 27      -  34 21 36.45000(N)    090 29 07.00100(W) AD(       ) 3
 EH0336  NGVD 29 (??/??/??)   53.832  (m)          176.61   (f) ADJUSTED    2 2
 EH0336
 EH0336.Superseded values are not recommended for survey control.
 EH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0336.See file dsdata.txt to determine how the superseded data were derived.
 EH0336
 EH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3126204964(NAD 83)
 EH0336_MARKER: DS = TRIANGULATION STATION DISK
 EH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0336_SP_SET: CONCRETE POST
 EH0336_STAMPING: CHAPEL 1956
 EH0336_MARK LOGO: CGS   
 EH0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0336+STABILITY: SURFACE MOTION
 EH0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0336+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992
 EH0336
 EH0336  HISTORY     - Date     Condition        Report By
 EH0336  HISTORY     - 1956     MONUMENTED       CGS
 EH0336  HISTORY     - 1973     GOOD             MSHD
 EH0336  HISTORY     - 1974     GOOD             MSHD
 EH0336  HISTORY     - 1981     GOOD             LOCSUR
 EH0336  HISTORY     - 19811001 GOOD             MSSU
 EH0336  HISTORY     - 19920505 GOOD             MSHD
 EH0336  HISTORY     - 19920505 SEE DESCRIPTION  MSHD
 EH0336  HISTORY     - 20010502 MARK NOT FOUND   PROFLN
 EH0336  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0336
 EH0336                          STATION DESCRIPTION
 EH0336
 EH0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH0336'THE STATION IS AT THE EAST EDGE OF SECTION 27, T 29 N, R 3 W,
 EH0336'ABOUT 3 MILES NORTHWEST OF JONESTOWN, 2 MILES EAST BY SOUTH OF
 EH0336'COAHOMA, AT THE SOUTHEAST CORNER OF A CROSSROAD INTERSECTION
 EH0336'OF U.S. HIGHWAY 61 AND A BLACKTOP ROAD LEADING FROM COAHOMA
 EH0336'TO JONESTOWN, ON PROPERTY OF THE ROBINSON CHAPEL.
 EH0336'
 EH0336'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 EH0336'STATE HIGHWAY 6, JUST EAST OF CLARKSDALE, GO NORTH ON U.S.
 EH0336'HIGHWAY 61 FOR 10.9 MILES TO A CROSSROAD AT SIGNS TO COAHOMA
 EH0336'AND JONESTOWN AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 EH0336'MARK FROM THE STATION, GO EASTERLY ON THE BLACKTOP ROAD WHICH
 EH0336'LEADS TO JONESTOWN FOR 0.6 MILE TO AZIMUTH MARK ON THE LEFT.
 EH0336'
 EH0336'STATION MARKS, ARE STANDARD DISKS, STAMPED CHAPEL 1956.  THE
 EH0336'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH
 EH0336'IS SET FLUSH WITH THE GROUND.  IT IS 107 FEET SOUTH-SOUTHEAST
 EH0336'OF THE CROSSROAD INTERSECTION, 79 FEET EAST OF THE CENTER LINE
 EH0336'OF HIGHWAY, 47 FEET SOUTH OF CENTER OF BLACKTOP ROAD, AND 47
 EH0336'FEET NORTHWEST OF THE NORTHWEST CORNER OF CHURCH.  THE
 EH0336'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS OF
 EH0336'CONCRETE 36 INCHES BELOW GROUND.
 EH0336'
 EH0336'REFERENCE MARK 1, A STANDARD DISK, STAMPED CHAPEL NO 1 1956,
 EH0336'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 EH0336'IT IS 81 FEET NORTHEAST OF THE NORTHEAST CORNER OF CHURCH, 24
 EH0336'FEET SOUTH OF CENTER OF BLACKTOP ROAD, AND 1 FOOT WEST OF A
 EH0336'TELEPHONE POLE.
 EH0336'
 EH0336'REFERENCE MARK 2, A STANDARD DISK, STAMPED CHAPEL NO 2 1956,
 EH0336'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 EH0336'IS 62 FEET EAST OF THE CENTER LINE OF HIGHWAY, AND 39 FEET SOUTH
 EH0336'OF THE SOUTHWEST CORNER OF CHURCH.
 EH0336'
 EH0336'AZIMUTH MARK, A STANDARD DISK, STAMPED CHAPEL 1956, IS SET IN
 EH0336'A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  IT IS
 EH0336'100 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE, 31 FEET NORTH
 EH0336'OF CENTER OF BLACKTOP ROAD, AND 5 FEET WEST OF A POWER LINE
 EH0336'POLE, WITH TRANSFORMER.  A STANDARD WITNESS POST WAS SET 2
 EH0336'FEET SOUTH OF THE MARK.
 EH0336'
 EH0336'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 EH0336
 EH0336                          STATION RECOVERY (1973)
 EH0336
 EH0336'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH0336'THE STATION WAS VISITED 4-11-73 AND ALL MARKS WERE FOUND IN GOOD
 EH0336'CONDITION.  THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 EH0336'
 EH0336'THE STATION IS LOCATED 2.2 MILES EAST OF COAHOMA IN THE SE ANGLE OF A
 EH0336'CROSSROAD ON THE GROUNDS OF THE ROBINSON CHAPEL, 3.3 MILES NW OF
 EH0336'JONESTOWN, 6.4 MILES SOUTH OF LULA, 11.7 MILES NE OF THE COURTHOUSE
 EH0336'IN CLARKSDALE IN THE SW 1/4 OF THE NW 1/4 OF SECTION 26, T 29N,
 EH0336'R 3W.  IT IS 79 FEET ESE OF THE CENTER OF HIGHWAY 61, 49 FEET
 EH0336'SOUTH OF THE CENTER OF A BLACK TOP ROAD, 47 FEET NNW OF THE NW
 EH0336'CORNER OF A FRAME CHURCH, 74 FEET WEST OF THE CENTER OF THE CHURCH
 EH0336'DRIVEWAY, 87 FEET WSW OF A 36 INCH OAK, 75 FEET SOUTH OF A
 EH0336'POWER POLE, AND 39 FEET SW OF A PICTURE PUMP.  IT IS A
 EH0336'TRIANGULATION DISK, STAMPED CHAPEL 1956 FLUSH.
 EH0336'
 EH0336'REFERENCE MARK NO 1 IS 103.62 FEET ESE OF THE STATION.  IT IS
 EH0336'186 FEET ESE OF THE CENTER OF HIGHWAY 61, 24 FEET SOUTH OF THE
 EH0336'CENTER OF A BLACK TOP ROAD, 28 FEET EAST OF THE CENTER OF THE
 EH0336'CHURCH DRIVEWAY, 81 FEET NE OF THE NE CORNER OF THE FRAME CHURCH,
 EH0336'15 FEET NE OF A 36 INCH OAK, 2.5 FEET WEST OF TELEPHONE POLE NO.
 EH0336'90, 1 FOOT WEST OF THE JONESTOWN CHURCH SIGN AND 1 FOOT EAST
 EH0336'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 EH0336'CHAPEL NO 1 1956 PROJECTING 4 INCHES.
 EH0336'
 EH0336'REFERENCE MARK NO 2 IS 134.65 FEET SOUTH OF THE STATION.  IT IS 62
 EH0336'FEET ESE OF THE CENTER OF HIGHWAY 61, 184 FEET SOUTH OF THE CENTER
 EH0336'OF A BLACK TOP ROAD, 39 FEET SSW OF THE SW CORNER OF THE FRAME
 EH0336'CHURCH, 31 FEET WEST OF A 48 INCH OAK, 31 FEET NORTH OF THE WEST POST
 EH0336'OF A LARGE SIGN, 7.5 FEET WEST OF A SMALL FRAME BUILDING AND 1
 EH0336'FOOT NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 EH0336'STAMPED CHAPEL NO 2 1956 PROJECTING 6 INCHES.
 EH0336'
 EH0336'THE AZIMUTH MARK IS 0.6 MILE SE OF THE STATION.  IT IS 30 FEET NE OF
 EH0336'THE CENTER OF A BLACK TOP ROAD, 99 FEET NE OF THE NORTH CORNER OF A
 EH0336'FRAME HOUSE, 13 FEET NW OF THE PROJECTED PLANE OF THE NW WALL OF
 EH0336'THE HOUSE, 108 FEET NORTH OF TELEPHONE POLE NO. 112, 107 FEET EAST
 EH0336'OF TELEPHONE POLE NO. 111, 4 FEET NW OF A POWER POLE WITH A
 EH0336'TRANSFORMER AND A GUY WIRE AND 1 FOOT SE OF A METAL WITNESS POST.
 EH0336'IT IS AN AZIMUTH MARK DISK, STAMPED CHAPEL 1956 FLUSH.
 EH0336'
 EH0336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH0336'ABOUT 2 MILES SE OF LULA GO SOUTH ON U.S. HIGHWAY 61 FOR 4.5 MILES
 EH0336'TO A CROSSROAD AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 EH0336'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 0.7 MILE TO THE MARK
 EH0336'ON THE LEFT.
 EH0336'
 EH0336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES EAST
 EH0336'OF COAHOMA.
 EH0336
 EH0336                          STATION RECOVERY (1974)
 EH0336
 EH0336'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0336'6.5 MI S FROM LULA.
 EH0336'THE MARK IS LOCATED 6.5 MILES SOUTH OF THE CENTER OF LULA IN THE
 EH0336'SOUTHEAST ANGLE OF A CROSSROAD NEAR THE NORTHWEST CORNER OF THE
 EH0336'GROUNDS OF THE ROBINSON CHAPEL BAPTIST CHURCH, 5.1 MILES NORTH OF THE
 EH0336'ENTRANCE TO FLETCHER FIELD IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4
 EH0336'OF SECTION 26, T 29N, R 3W.  IT IS 79 FEET EAST-SOUTHEAST OF THE
 EH0336'CENTER OF HIGHWAY 61, 49 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD,
 EH0336'47 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FRAME CHURCH, 74
 EH0336'FEET WEST OF THE CENTER OF THE CHURCH DRIVEWAY, 87 FEET WEST-SOUTHWEST
 EH0336'OF A 36 INCH OAK, 75 FEET SOUTH OF A POWER POLE, 39 FEET SOUTHWEST OF
 EH0336'A PICTURE PUMP, 1 FOOT EAST OF A METAL WINTESS POST SET IN THE TOP OF
 EH0336'A SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 EH0336'THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S.
 EH0336'HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTHEAST ON U.S.HIGHWAY
 EH0336'61 FOR 4.6 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
 EH0336
 EH0336                          STATION RECOVERY (1981)
 EH0336
 EH0336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EH0336'CHAPEL -1956 GOOD ALL RMS AND AZ MARKS IN PLACE AND GOOD
 EH0336'CONDITION.
 EH0336'
 EH0336'ELEVATION SET BY MISSISSIPPI HIGHWAY DEPT EC 167.45.
 EH0336
 EH0336                          STATION RECOVERY (1981)
 EH0336
 EH0336'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0336'RECOVERED IN GOOD CONDITION.
 EH0336
 EH0336                          STATION RECOVERY (1992)
 EH0336
 EH0336'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EH0336'RECOVERED IN GOOD CONDITION.
 EH0336
 EH0336                          STATION RECOVERY (1992)
 EH0336
 EH0336'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 EH0336'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 EH0336'ROAD CONSTRUCTION AT THIS DATE. A NEW STATION CHAPEL 2 1992 WAS
 EH0336'ESTABLISHED.
 EH0336
 EH0336                          STATION RECOVERY (2001)
 EH0336
 EH0336'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001
 EH0336'MARK NOT FOUND
 EH0336
 EH0336                          STATION RECOVERY (2008)
 EH0336
 EH0336'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0336'MARK APPARENTLY DESTROYED AS STATED IN 1992 DESCRIPTION. RM2 WAS
 EH0336'RECOVERED AS DESCRIBED IN THE 1973 DESCRIPTION, 62 FEET EAST OF THE
 EH0336'NORTH BOUND LANE OF HWY 61 AND 184 SOUTH OF A PAVED ROAD. IT IS
 EH0336'LOCATED IN A CLUMP OF BUSHES PARALLELING HWY 61 AND COULD BE USED FOR
 EH0336'GPS WITH A SMALL AMOUNT OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2808 ***********************************************************************
 CP2808  DESIGNATION -  CHAPEL
 CP2808  PID         -  CP2808
 CP2808  STATE/COUNTY-  MS/SHARKEY
 CP2808  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP2808
 CP2808                         *CURRENT SURVEY CONTROL
 CP2808  ___________________________________________________________________
 CP2808* NAD 83(1993)-  32 55 06.48827(N)    090 47 07.18955(W)     ADJUSTED  
 CP2808* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP2808  ___________________________________________________________________
 CP2808  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2808  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CP2808  HORZ ORDER  -  SECOND
 CP2808
 CP2808.The horizontal coordinates were established by classical geodetic methods
 CP2808.and adjusted by the National Geodetic Survey in May 1994.
 CP2808
 CP2808.The orthometric height was scaled from a topographic map.
 CP2808
 CP2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2808
 CP2808.The geoid height was determined by GEOID03.
 CP2808
 CP2808;                    North         East     Units Scale Factor Converg.
 CP2808;SPC MS W     -   379,088.346   657,722.544   MT  0.99997203   -0 14 44.3
 CP2808;SPC MS W     - 1,243,725.68  2,157,878.05   sFT  0.99997203   -0 14 44.3
 CP2808;UTM  15      - 3,644,424.252   707,096.549   MT  1.00012886   +1 12 14.3
 CP2808
 CP2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2808!SPC MS W     -   0.99999978  x   0.99997203  =   0.99997181
 CP2808!UTM  15      -   0.99999978  x   1.00012886  =   1.00012864
 CP2808
 CP2808|---------------------------------------------------------------------|
 CP2808| PID    Reference Object                     Distance      Geod. Az  |
 CP2808|                                                           dddmmss.s |
 CP2808| CY4024 CHAPEL RM 1                          43.913 METERS 12237     |
 CP2808| CY4023 CHAPEL AZ MK                                       2263702.8 |
 CP2808| CY4025 CHAPEL RM 2                          27.923 METERS 33130     |
 CP2808|---------------------------------------------------------------------|
 CP2808
 CP2808                          SUPERSEDED SURVEY CONTROL
 CP2808
 CP2808  NAD 83(1986)-  32 55 06.50056(N)    090 47 07.18405(W) AD(       ) 2
 CP2808  NAD 27      -  32 55 06.03860(N)    090 47 06.83020(W) AD(       ) 2
 CP2808
 CP2808.Superseded values are not recommended for survey control.
 CP2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2808.See file dsdata.txt to determine how the superseded data were derived.
 CP2808
 CP2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0709744424(NAD 83)
 CP2808_MARKER: DS = TRIANGULATION STATION DISK
 CP2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2808
 CP2808  HISTORY     - Date     Condition        Report By
 CP2808  HISTORY     - 1958     MONUMENTED       CGS
 CP2808
 CP2808                          STATION DESCRIPTION
 CP2808
 CP2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2808'STATION IS LOCATED ABOUT 5-1/4 MILES EAST-NORTHEAST OF ROLLING
 CP2808'FORK, 4-1/2 MILES SOUTHEAST OF ANGUILLA AND 1-1/2 MILES
 CP2808'NORTH-NORTHWEST OF THE NEAREST POINT OF MUD LAKE BAYOU, IN
 CP2808'THE SOUTHEAST CORNER OF A CULTIVATED FIELD ON THE NORTH SIDE OF
 CP2808'AN EAST-WEST DIRT ROAD, ON PROPERTY OWNED BY MR. C.C. MARTIN OF
 CP2808'ROLLING FORK, IN THE NEAR CENTER OF THE NORTHWEST 1/4 OF SECTION
 CP2808'2 R 6 W, T 12 N.
 CP2808'
 CP2808'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY
 CP2808'14 IN THE EAST EDGE OF ROLLING FORK, BY GOING NORTH ON HIGHWAY
 CP2808'61 AND 14 FOR 0.05 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT
 CP2808'AND FOLLOW GRAVEL ROAD EASTERLY FOR 1.9 MILES TO A MACADAM
 CP2808'ROAD LEFT, TURN LEFT AND FOLLOW MACADAM ROAD NORTHEASTERLY
 CP2808'FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 CP2808'GRADED DIRT ROAD EAST FOR 0.5 MILE TO A GRAVEL ROAD RIGHT
 CP2808'JUST AFTER CROSSING LARGE DRAINAGE DITCH, (TO REACH THE
 CP2808'AZIMUTH MARK FROM THIS POINT TURN RIGHT, SOUTH, ON TRACK ROAD
 CP2808'FOR 0.2 MILE TO THE MARK ON THE RIGHT), CONTINUE EAST
 CP2808'ON GRADED DIRT ROAD FOR 0.25 MILE TO THE STATION ON THE
 CP2808'LEFT.
 CP2808'
 CP2808'STATION MARKS ARE STANDARD DISKS, STAMPED CHAPEL 1958.  THE
 CP2808'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CP2808'POST WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 165 FEET
 CP2808'WEST OF THE NORTH END OF A METAL ROAD CULVERT, 101.7 FEET
 CP2808'SOUTHEAST OF A TRIANGLE BLAZE ON THE SOUTH SIDE OF A 14-INCH
 CP2808'HICKORY TREE, 71 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CP2808'CORNER OF AN OLD FRAME HOUSE, 54 FEET NORTH OF A POWERLINE
 CP2808'SERVICE POLE ON SOUTH SIDE OF ROAD, 36 FEET EAST OF A
 CP2808'POWERLINE POLE WHICH IS THE END OF POWERLINE AND 29.5 FEET
 CP2808'NORTH OF THE CENTER OF DIRT ROAD.
 CP2808'
 CP2808'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAPEL NO 1 1958,
 CP2808'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2808'5 INCHES.  IT IS 89 FEET SOUTHWEST OF THE NORTH END OF THE
 CP2808'CULVERT, 73 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 CP2808'FRAME HOUSE, 54 FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND 6
 CP2808'INCHES WEST OF A 14-INCH OAK TREE.  A WHITE WITNESS POST
 CP2808'WAS SET 1 FOOT NORTHEAST OF THE MARK.
 CP2808'
 CP2808'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAPEL NO 2 1958,
 CP2808'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2808'5 INCHES.  IT IS 163 FEET NORTHWEST OF THE NORTHWEST CORNER
 CP2808'OF THE FRAME HOUSE, 111 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 CP2808'72 FEET NORTH OF THE POWERLINE POLE AND 10 FEET SOUTHEAST OF
 CP2808'THE TRIANGLE BLAZE.
 CP2808'
 CP2808'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAPEL 1958, SET IN
 CP2808'THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 CP2808'INCHES.  IT IS 180 FEET NORTHWEST OF THE CENTER OF A T-INTERSECTION
 CP2808'OF A NORTH-SOUTH GRAVEL ROAD AND TRACK ROAD LEADING EAST,
 CP2808'67 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 15 FEET NORTHEAST OF
 CP2808'THE CENTER OF A LARGE DRAINAGE DITCH AND 12 FEET SOUTHWEST OF
 CP2808'THE CENTER OF A NORTH-SOUTH GRAVEL ROAD.  A WHITE WITNESS POST
 CP2808'WAS SET 1 FOOT NORTHWEST OF THE MARK.
 CP2808'
 CP2808'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3134 ***********************************************************************
 EH3134  DESIGNATION -  CHAPEL 2
 EH3134  PID         -  EH3134
 EH3134  STATE/COUNTY-  MS/COAHOMA
 EH3134  USGS QUAD   -  JONESTOWN (1969)
 EH3134
 EH3134                         *CURRENT SURVEY CONTROL
 EH3134  ___________________________________________________________________
 EH3134* NAD 83(1986)-  34 21 36.     (N)    090 29 05.     (W)     SCALED    
 EH3134* NAVD 88     -        53.66   (meters)     176.0    (feet)  RESET     
 EH3134  ___________________________________________________________________
 EH3134  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH3134  VERT ORDER  -  THIRD
 EH3134
 EH3134.The horizontal coordinates were scaled from a topographic map and have
 EH3134.an estimated accuracy of +/- 6 seconds.
 EH3134
 EH3134.The orthometric height was computed from unverified reset data.
 EH3134.No vertical observational check was made to the station.
 EH3134
 EH3134.The geoid height was determined by GEOID03.
 EH3134
 EH3134;                    North         East    Units  Estimated Accuracy
 EH3134;SPC MS W     -   538,890.      686,070.      MT  (+/- 180 meters Scaled)
 EH3134
 EH3134                          SUPERSEDED SURVEY CONTROL
 EH3134
 EH3134  NGVD 29 (08/12/04)   53.71   (m)          176.2    (f) RESET       3  
 EH3134
 EH3134.Superseded values are not recommended for survey control.
 EH3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3134.See file dsdata.txt to determine how the superseded data were derived.
 EH3134
 EH3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU313049(NAD 83)
 EH3134_MARKER: DH = HORIZONTAL CONTROL DISK
 EH3134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3134_SP_SET: CONCRETE POST
 EH3134_STAMPING: CHAPEL 2 1992
 EH3134_MARK LOGO: NGS   
 EH3134_PROJECTION: FLUSH
 EH3134_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3134+STABILITY: SURFACE MOTION
 EH3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3134+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH3134
 EH3134  HISTORY     - Date     Condition        Report By
 EH3134  HISTORY     - 1992     MONUMENTED       MSHD
 EH3134  HISTORY     - 19920505 GOOD             MSHD
 EH3134  HISTORY     - 20080130 GOOD             MSDOT
 EH3134
 EH3134                          STATION DESCRIPTION
 EH3134
 EH3134'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EH3134'STATION IS LOCATED 6.9 MI (11.1 KM) SOUTH OF THE CENTER OF LULA, 2.7
 EH3134'MI (4.3 KM) NORTHWEST OF JONESTOWN, IN THE NORTHWEST QUARTER OF
 EH3134'SECTION 26, T 29 N, R 3 W AND ON RIGHT OF WAY OF COUNTY ROAD.  TO
 EH3134'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61, ABOUT 2.0 MI
 EH3134'(3.2 KM) SOUTHEAST OF LULA, GO SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MI
 EH3134'(7.4 KM) TO A CROSSROAD, TURN LEFT AND GO EASTERLY ON PAVED ROAD FOR
 EH3134'0.05 MI (0.08 KM) TO STATION ON THE RIGHT, IN TOP OF A ROUND CONCRETE
 EH3134'POST, FLUSH WITH THE GROUND, 296.0 FT (90.2 M) EAST OF THE CENTER OF
 EH3134'THE NORTH BOUND LANES OF U.S. HIGHWAY 61, 177.5 FT (54.1 M) NORTH
 EH3134'NORTHEAST OF A POWER POLE WITH GUY WIRES, 90.0 FT (27.4 M) EAST OF A
 EH3134'LONE 48 INCH OAK TREE, 82.0 FT (25.0 M) SOUTHEAST OF A POWER POLE
 EH3134'WITH GUY WIRES, 27.0 FT (8.2 M) SOUTH OF THE CENTER OF PAVED ROAD,
 EH3134'3.8 FT (1.2 M) SOUTHWEST OF TELEPHONE POLE NO. 33, 3.6 FT (1.1 M)
 EH3134'NORTHEAST OF CONCRETE RIGHT-OF-WAY MARKER, 2.5 FT (0.8 M) EAST AND
 EH3134'WEST OF CARSONITE WITNESS POSTS AND 1.5 FT (0.5 M) NORTH OF A METAL
 EH3134'GUARD POST.
 EH3134
 EH3134                          STATION RECOVERY (1992)
 EH3134
 EH3134'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 EH3134'STATION IS LOCATED 6.9 MI (11.1 KM) SOUTH OF THE CENTER OF LULA, 2.7
 EH3134'MI (4.3 KM) NORTHWEST OF JONESTOWN, IN THE NORTHWEST QUARTER OF
 EH3134'SECTION 26, T 29 N, R 3 W AND ON RIGHT OF WAY OF COUNTY ROAD.
 EH3134'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61, ABOUT 2.0 MI
 EH3134'(3.2 KM) SOUTHEAST OF LULA, GO SOUTH ON U.S. HIGHWAY 61 FOR 4.6 MI
 EH3134'(7.4 KM) TO A CROSSROAD, TURN LEFT AND GO EASTERLY ON PAVED ROAD FOR
 EH3134'0.05 MI (0.08 KM) TO STATION ON THE RIGHT.
 EH3134'STATION MARK IS A STANDARD NGS DISK STAMPED---CHAPEL 2 1992---SET IN
 EH3134'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 296.0 FT
 EH3134'(90.2 M) EAST OF THE CENTER OF THE NORTH BOUND LANES OF U.S. HIGHWAY
 EH3134'61, 177.5 FT (54.1 M) NORTH NORTHEAST OF A POWER POLE WITH GUY WIRES,
 EH3134'90.0 FT (27.4 M) EAST OF A LONE 48 INCH OAK TREE, 82.0 FT (25.0 M)
 EH3134'SOUTHEAST OF A POWER POLE WITH GUY WIRES, 27.0 FT (8.2 M) SOUTH OF THE
 EH3134'CENTER OF PAVED ROAD, 3.8 FT (1.2 M) SOUTHWEST OF TELEPHONE POLE NO
 EH3134'33, 3.6 FT (1.1 M) NORTHEAST OF CONCRETE RIGHT-OF-WAY MARKER, 2.5 FT
 EH3134'(0.8 M) EAST AND WEST OF CARSONITE WITNESS POSTS AND 1.5 FT (0.5 M)
 EH3134'NORTH OF A METAL GUARD POST.
 EH3134
 EH3134                          STATION RECOVERY (2008)
 EH3134
 EH3134'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0337 ***********************************************************************
 EH0337  DESIGNATION -  CHAPEL RM 1
 EH0337  PID         -  EH0337
 EH0337  STATE/COUNTY-  MS/COAHOMA
 EH0337  USGS QUAD   -  JONESTOWN (1969)
 EH0337
 EH0337                         *CURRENT SURVEY CONTROL
 EH0337  ___________________________________________________________________
 EH0337* NAD 83(1986)-  34 21 36.     (N)    090 29 07.     (W)     SCALED    
 EH0337* NAVD 88     -        53.884  (meters)     176.78   (feet)  ADJUSTED  
 EH0337  ___________________________________________________________________
 EH0337  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH0337  DYNAMIC HT  -          53.831 (meters)     176.61  (feet)  COMP
 EH0337  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH0337
 EH0337  VERT ORDER  -  SECOND    CLASS II
 EH0337
 EH0337.The horizontal coordinates were scaled from a topographic map and have
 EH0337.an estimated accuracy of +/- 6 seconds.
 EH0337
 EH0337.The orthometric height was determined by differential leveling
 EH0337.and adjusted in June 1991.
 EH0337
 EH0337.The geoid height was determined by GEOID03.
 EH0337
 EH0337.The dynamic height is computed by dividing the NAVD 88
 EH0337.geopotential number by the normal gravity value computed on the
 EH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0337.degrees latitude (g = 980.6199 gals.).
 EH0337
 EH0337.The modeled gravity was interpolated from observed gravity values.
 EH0337
 EH0337;                    North         East    Units  Estimated Accuracy
 EH0337;SPC MS W     -   538,890.      686,020.      MT  (+/- 180 meters Scaled)
 EH0337
 EH0337                          SUPERSEDED SURVEY CONTROL
 EH0337
 EH0337  NGVD 29 (??/??/??)   53.931  (m)          176.94   (f) ADJUSTED    2 2
 EH0337
 EH0337.Superseded values are not recommended for survey control.
 EH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0337.See file dsdata.txt to determine how the superseded data were derived.
 EH0337
 EH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU312049(NAD 83)
 EH0337_MARKER: DR = REFERENCE MARK DISK
 EH0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0337_STAMPING: CHAPEL NO 1 1956
 EH0337_MARK LOGO: CGS   
 EH0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0337+STABILITY: SURFACE MOTION
 EH0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0337+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992
 EH0337
 EH0337  HISTORY     - Date     Condition        Report By
 EH0337  HISTORY     - 1956     MONUMENTED       CGS
 EH0337  HISTORY     - 1974     GOOD             MSHD
 EH0337  HISTORY     - 19811001 GOOD             MSSU
 EH0337  HISTORY     - 19920505 SEE DESCRIPTION  MSHD
 EH0337
 EH0337                          STATION DESCRIPTION
 EH0337
 EH0337'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0337'6.5 MI S FROM LULA.
 EH0337'THE MARK IS LOCATED 6.5 MILES SOUTH OF THE CENTER OF LULA IN THE
 EH0337'NORTHEAST CORNER OF THE GROUNDS OF THE ROBINSON CHAPEL BAPTIST CHURCH,
 EH0337'5.1 MILES NORTH OF THE ENTRANCE TO FLETCHER FIELD IN THE SOUTHWEST 1/4
 EH0337'OF THE NORTHWEST 1/4 OF SECTION 26, T 29N, R 3W.  IT IS 103.62 FEET
 EH0337'EAST-SOUTHEAST OF THE STATION, 186 FEET EAST-SOUTHEAST OF THE CENTER
 EH0337'OF HIGHWAY 61, 24 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 28
 EH0337'FEET EAST OF THE CENTER OF THE CHURCH DRIVEWAY, 81 FEET NORTHEAST OF
 EH0337'THE NORTHEAST CORNER OF A FRAME CHURCH, 15 FEET NORTHEAST OF A 36 INCH
 EH0337'OAK, 2.5 FEET WEST OF TELEPHONE POLE NO. 90, 1 FOOT WEST OF THE
 EH0337'JONESTOWN CHURCH SIGN, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE
 EH0337'TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 EH0337'PROJECTS 4 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH0337'U.S. HIGHWAY 61 AND 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S. HIGHWAY
 EH0337'61 FOR 4.6 MILES TO A CROSS ROAD AND THE MARK ON THE LEFT.
 EH0337
 EH0337                          STATION RECOVERY (1981)
 EH0337
 EH0337'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0337'RECOVERED IN GOOD CONDITION.
 EH0337
 EH0337                          STATION RECOVERY (1992)
 EH0337
 EH0337'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 EH0337'MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED IN 1973
 EH0337'BY MSHD, BUT MAY BE DESTROYED BY ROAD CONSTRUCTION.  A TIE WAS MADE TO
 EH0337'STATION CHAPEL 2 1992 AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0335 ***********************************************************************
 EH0335  DESIGNATION -  CHAPEL RM 2
 EH0335  PID         -  EH0335
 EH0335  STATE/COUNTY-  MS/COAHOMA
 EH0335  USGS QUAD   -  JONESTOWN (1969)
 EH0335
 EH0335                         *CURRENT SURVEY CONTROL
 EH0335  ___________________________________________________________________
 EH0335* NAD 83(1986)-  34 21 36.     (N)    090 29 05.     (W)     SCALED    
 EH0335* NAVD 88     -        53.791  (meters)     176.48   (feet)  ADJUSTED  
 EH0335  ___________________________________________________________________
 EH0335  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH0335  DYNAMIC HT  -          53.739 (meters)     176.31  (feet)  COMP
 EH0335  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EH0335
 EH0335  VERT ORDER  -  SECOND    CLASS II
 EH0335
 EH0335.The horizontal coordinates were scaled from a topographic map and have
 EH0335.an estimated accuracy of +/- 6 seconds.
 EH0335
 EH0335.The orthometric height was determined by differential leveling
 EH0335.and adjusted in June 1991.
 EH0335
 EH0335.The geoid height was determined by GEOID03.
 EH0335
 EH0335.The dynamic height is computed by dividing the NAVD 88
 EH0335.geopotential number by the normal gravity value computed on the
 EH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0335.degrees latitude (g = 980.6199 gals.).
 EH0335
 EH0335.The modeled gravity was interpolated from observed gravity values.
 EH0335
 EH0335;                    North         East    Units  Estimated Accuracy
 EH0335;SPC MS W     -   538,890.      686,070.      MT  (+/- 180 meters Scaled)
 EH0335
 EH0335                          SUPERSEDED SURVEY CONTROL
 EH0335
 EH0335  NGVD 29 (??/??/??)   53.839  (m)          176.64   (f) ADJUSTED    2 2
 EH0335
 EH0335.Superseded values are not recommended for survey control.
 EH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0335.See file dsdata.txt to determine how the superseded data were derived.
 EH0335
 EH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU313049(NAD 83)
 EH0335_MARKER: DR = REFERENCE MARK DISK
 EH0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0335_STAMPING: CHAPEL NO 2 1956
 EH0335_MARK LOGO: CGS   
 EH0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0335+STABILITY: SURFACE MOTION
 EH0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0335+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0335
 EH0335  HISTORY     - Date     Condition        Report By
 EH0335  HISTORY     - 1956     MONUMENTED       CGS
 EH0335  HISTORY     - 1974     GOOD             MSHD
 EH0335  HISTORY     - 19811001 GOOD             MSSU
 EH0335  HISTORY     - 19920505 SEE DESCRIPTION  MSHD
 EH0335  HISTORY     - 20080130 GOOD             MSDOT
 EH0335
 EH0335                          STATION DESCRIPTION
 EH0335
 EH0335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0335'6.5 MI S FROM LULA.
 EH0335'THE MARK IS LOCATED 6.5 MILES SOUTH OF THE CENTER OF LULA AT THE
 EH0335'SOUTHWEST CORNER OF THE GROUNDS OF THE ROBINSON CHAPEL BAPTIST CHURCH,
 EH0335'5.1 MILES NORTH OF THE ENTRANCE TO FLETCHER FIELD IN THE SOUTHEAST
 EH0335'ANGLE OF A CROSSROAD IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF
 EH0335'SECTION 26, T 29N, R 3W.  IT IS 134.65 FEET SOUTH OF THE STATION, 62
 EH0335'FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 61, 184 FEET SOUTH OF THE
 EH0335'CENTER OF A BLACK TOP ROAD, 39 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 EH0335'CORNER OF A FRAME CHURCH, 31 FEET WEST OF A 48 INCH OAK, 31 FEET NORTH
 EH0335'OF THE WEST POST OF A LARGE SIGN, 7.5 FEET WEST OF A SMALL FRAME
 EH0335'BUILDING, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 EH0335'SQUARE CONCRETE POST ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 EH0335'PROJECTS 6 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 EH0335'U.S. HIGHWAY 61 ABOUT 2 MILES SOUTHEAST OF LULA GO SOUTH ON U.S.
 EH0335'HIGHWAY 61 FOR 4.6 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
 EH0335
 EH0335                          STATION RECOVERY (1981)
 EH0335
 EH0335'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0335'RECOVERED IN GOOD CONDITION.
 EH0335
 EH0335                          STATION RECOVERY (1992)
 EH0335
 EH0335'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 EH0335'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 EH0335'ROAD CONSTRUCTION AT THIS DATE.
 EH0335
 EH0335                          STATION RECOVERY (2008)
 EH0335
 EH0335'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0335'CHAPEL RM 2 WAS RECOVERED AS DESCRIBED IN THE 1974 DESCRIPTION, 62
 EH0335'FEET EAST OF THE NORTH BOUND LANE OF HWY 61 AND 184 SOUTH OF A PAVED
 EH0335'ROAD. IT IS LOCATED IN A CLUMP OF BUSHES PARALLELING HWY 61 AND COULD
 EH0335'BE USED FOR GPS WITH A SMALL AMOUNT OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2050 ***********************************************************************
 DJ2050  DESIGNATION -  CHAPMAN
 DJ2050  PID         -  DJ2050
 DJ2050  STATE/COUNTY-  MS/MONTGOMERY
 DJ2050  USGS QUAD   -  MC CARLEY (1983)
 DJ2050
 DJ2050                         *CURRENT SURVEY CONTROL
 DJ2050  ___________________________________________________________________
 DJ2050* NAD 83(1993)-  33 34 46.87797(N)    089 46 05.54078(W)     ADJUSTED  
 DJ2050* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 DJ2050  ___________________________________________________________________
 DJ2050  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DJ2050  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DJ2050  HORZ ORDER  -  FIRST
 DJ2050
 DJ2050.The horizontal coordinates were established by classical geodetic methods
 DJ2050.and adjusted by the National Geodetic Survey in May 1994.
 DJ2050
 DJ2050.The orthometric height was scaled from a topographic map.
 DJ2050
 DJ2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2050
 DJ2050.The geoid height was determined by GEOID03.
 DJ2050
 DJ2050;                    North         East     Units Scale Factor Converg.
 DJ2050;SPC MS W     -   452,472.271   752,462.633   MT  0.99998392   +0 18 45.3
 DJ2050;SPC MS W     - 1,484,486.11  2,468,704.49   sFT  0.99998392   +0 18 45.3
 DJ2050;UTM  16      - 3,718,988.744   243,070.913   MT  1.00041391   -1 31 54.9
 DJ2050
 DJ2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2050!SPC MS W     -   0.99997876  x   0.99998392  =   0.99996268
 DJ2050!UTM  16      -   0.99997876  x   1.00041391  =   1.00039266
 DJ2050
 DJ2050|---------------------------------------------------------------------|
 DJ2050| PID    Reference Object                     Distance      Geod. Az  |
 DJ2050|                                                           dddmmss.s |
 DJ2050| CG1338 CHAPMAN RM 3                         17.779 METERS 02104     |
 DJ2050| CG1336 CHAPMAN RM 1                         31.867 METERS 11626     |
 DJ2050| CG1337 CHAPMAN RM 2                         34.247 METERS 23459     |
 DJ2050| CG1334 CHAPMAN AZ MK                                      2483146.1 |
 DJ2050| CG1335 CHAPMAN AZ MK RESET                                2524216.2 |
 DJ2050| CG1339 CHAPMAN RM 4                         23.625 METERS 25930     |
 DJ2050| DJ2049 BETH                                APPROX. 9.8 KM 2804303.7 |
 DJ2050|---------------------------------------------------------------------|
 DJ2050
 DJ2050                          SUPERSEDED SURVEY CONTROL
 DJ2050
 DJ2050  NAD 83(1986)-  33 34 46.88938(N)    089 46 05.53766(W) AD(       ) 1
 DJ2050  NAD 27      -  33 34 46.45700(N)    089 46 05.24000(W) AD(       ) 1
 DJ2050
 DJ2050.Superseded values are not recommended for survey control.
 DJ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2050.See file dsdata.txt to determine how the superseded data were derived.
 DJ2050
 DJ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4307118989(NAD 83)
 DJ2050_MARKER: DS = TRIANGULATION STATION DISK
 DJ2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2050+STABILITY: SURFACE MOTION
 DJ2050
 DJ2050  HISTORY     - Date     Condition        Report By
 DJ2050  HISTORY     - 1934     MONUMENTED       CGS
 DJ2050  HISTORY     - 1939     GOOD             CGS
 DJ2050  HISTORY     - 1957     GOOD             CGS
 DJ2050  HISTORY     - 1968     GOOD             MSHD
 DJ2050
 DJ2050                          STATION DESCRIPTION
 DJ2050
 DJ2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2050'STATION IS ON A RIDGE IN THE SOUTHEAST QUARTER SEC. 21, T. 20 N.,
 DJ2050'R. 5 E., ABOUT 5 MILES SOUTH-SOUTHEAST OF DUCK HILL AND 7 MILES
 DJ2050'WEST NORTHWEST OF WINONA, ON THE PROPERTY OF MRS. IDA CHAPMAN.
 DJ2050'
 DJ2050'TO REACH FROM POST OFFICE AT WINONA, GO NORTH ON U.S. HIGHWAY 51
 DJ2050'FOR 7.25 MILES TO ESKRIDGE CROSSROADS, TURN LEFT FOR 2.3 MILES
 DJ2050'AND TAKE T-ROAD RIGHT FOR 0.8 MILE TO FORK, TAKE LEFT FORK
 DJ2050'FOR 1.3 MILES TO TRIANGULAR BLAZED 8-INCH PINE ON RIGHT SIDE OF
 DJ2050'ROAD ABOUT 75 YARDS BEFORE REACHING INTERSECTION WITH OLD SHORT
 DJ2050'ROAD TO WINONA.  STATION IS ON BANK ABOUT 35 FEET NORTH OF AND
 DJ2050'4 FEET HIGHER THAN CENTER OF ESKRIDGE-MC CARLEY ROAD, ABOUT 70
 DJ2050'FEET EAST OF WIRE FENCE, 16.7 FEET WEST-NORTHWEST OF 8-INCH
 DJ2050'TRIANGULAR BLAZED PINE, AND PROJECTS ABOUT 10 INCHES.
 DJ2050'
 DJ2050'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2050'BRONZE DISKS SET IN CONCRETE.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 25 FEET SOUTH OF
 DJ2050'AND 7 FEET HIGHER THAN CENTER OF ROAD.  REFERENCE MARK NO. 2
 DJ2050'IS WEST-SOUTHWEST OF STATION AND 7 FEET HIGHER THAN AND 25 FEET
 DJ2050'SOUTH OF CENTER LINE OF ROAD.
 DJ2050'
 DJ2050'AZIMUTH MARK IS 0.1 MILE WEST-SOUTHWEST OF STATION ON PROPERTY
 DJ2050'OF MRS. IDA CHAPMAN, ON BANK ABOUT 5 FEET HIGHER THAN AND
 DJ2050'22 FEET SOUTH OF CENTER LINE OF ROAD, AND ABOUT 30 YARDS WEST OF
 DJ2050'INTERSECTION OF ROADS.
 DJ2050'
 DJ2050'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DJ2050'
 DJ2050'A 77-FOOT TOWER BARELY CLEARS RIDGE ON LINE TO GREENE.
 DJ2050
 DJ2050                          STATION RECOVERY (1939)
 DJ2050
 DJ2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ2050'STATION AND MARKS RECOVERED IN GOOD CONDITION.  THE FOLLOWING
 DJ2050'AMENDED INSTRUCTIONS FOR REACHING STATION ARE NECESSARY BECAUSE
 DJ2050'OF NEW HIGHWAY CONSTRUCTION.
 DJ2050'
 DJ2050'TO REACH STATION FROM THE POST OFFICE IN WINONA, GO WEST ON
 DJ2050'U.S. ROUTE 82 FOR 0.3 MILE TO INTERSECTION WITH U.S. HIGHWAY 51,
 DJ2050'GO RIGHT OR NORTH ON U.S. HIGHWAY 51 FOR 7.2 MILES TO ESKRIDGE
 DJ2050'CROSSROADS, TURN LEFT AND GO 2.4 MILES TO A FORK, TAKE RIGHT
 DJ2050'FORK AND GO 0.85 MILE TO A FORK, TAKE LEFT FORK AND GO 1.2 MILES
 DJ2050'TO BLAZED PINE ON RIGHT SIDE OF ROAD AND STATION 16 FEET WEST OF
 DJ2050'BLAZED PINE.  THIS POINT IS ABOUT 75 YARDS EAST OF INTERSECTION
 DJ2050'WITH OLD SHORT ROAD TO WINONA.
 DJ2050'
 DJ2050'NOTE- IT WAS NOT POSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 DJ2050'DISTANCE TO REFERENCE MARK NO. 1 WAS TRIPLE CHECKED, BUT DID NOT
 DJ2050'AGREE WITH 1934 MEASUREMENT OF 101.7 FEET.  IT WAS NOT POSSIBLE
 DJ2050'TO PLACE AN AZIMUTH AT A GREATER DISTANCE THAN 0.1 MILE BECAUSE
 DJ2050'OF LARGE TIMBER.
 DJ2050
 DJ2050                          STATION RECOVERY (1957)
 DJ2050
 DJ2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2050'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DJ2050'WERE RECOVERED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS
 DJ2050'FOUND DESTROYED.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 DJ2050'
 DJ2050'FOLLOWING IS A NEW DESCRIPTION.
 DJ2050'
 DJ2050'STATION IS APPROXIMATELY 7 MILES WEST-NORTHWEST OF WINONA, 5
 DJ2050'MILES SOUTH-SOUTHEAST OF DUCK HILL, ABOUT ON THE LINE BETWEEN
 DJ2050'SECTIONS 21 AND 22, T. 20 N., R. 5 E. AND ON PROPERTY OWNED BY THE
 DJ2050'TISON-GRIFFIS LUMBER COMPANY OF GRENADA.
 DJ2050'
 DJ2050'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 51 IN DUCK HILL,
 DJ2050'GO NORTH ON U.S. HIGHWAY 51 FOR 0.05 MILE TO A PAVED STREET
 DJ2050'FORK ON THE LEFT LEADING WEST-NORTHWEST, BEAR LEFT ONTO THE FORK,
 DJ2050'PAST THE NORTH SIDE OF THE WATER TANK, AND GO 0.7 MILE TO A FORK,
 DJ2050'KEEP THE LEFT FORK AND CONTINUE WEST FOR 0.4 MILE TO A FORK,
 DJ2050'KEEP THE RIGHT FORK AND GO WEST ON THE MAIN ROAD FOR 1.15 MILES
 DJ2050'TO A FORK, KEEP THE LEFT FORK, STRAIGHT AHEAD, AND CONTINUE
 DJ2050'SOUTHWESTERLY ON THE MAIN ROAD FOR 3.0 MILES TO A SIDE ROAD ON
 DJ2050'THE LEFT, TURN LEFT, SOUTH, AND CONTINUE FOR 2.2 MILES TO A
 DJ2050'ROAD INTERSECTION, TURN LEFT AND CONTINUE SOUTHEAST FOR 0.1
 DJ2050'MILE TO A REVERSE FORK AND THE AZIMUTH MARK IN THE SMALL PINES
 DJ2050'BETWEEN THE TWO ROADS.  KEEP THE LEFT FORK AND CONTINUE EAST
 DJ2050'FOR 0.05 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE EAST
 DJ2050'FOR 0.05 MILE TO THE SUMMIT OF THE HILL AND THE STATION ON
 DJ2050'THE LEFT.
 DJ2050'
 DJ2050'STATION MARK, A STANDARD DISK STAMPED CHAPMAN 1934, IS SET IN A
 DJ2050'ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 36 FEET
 DJ2050'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 18 FEET NORTH OF THE
 DJ2050'6-FOOT ROAD CUT.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHAPMAN NO 1 1934,
 DJ2050'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.  IT
 DJ2050'IS 20 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 DJ2050'SOUTH OF THE 7-FOOT ROAD CUT.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHAPMAN NO 2 1934,
 DJ2050'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS
 DJ2050'15 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 6 INCHES SOUTH
 DJ2050'OF THE 6-FOOT ROAD CUT.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CHAPMAN NO 3 1934,
 DJ2050'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 DJ2050'IS APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DJ2050'
 DJ2050'AZIMUTH MARK, A STANDARD DISK STAMPED CHAPMAN 1934 RESET 1957,
 DJ2050'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 DJ2050'IS 60 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 47 FEET NORTH
 DJ2050'OF THE CENTER OF A GRAVEL ROAD AND 19 FEET EAST OF A TWIN TRUNK
 DJ2050'EVERGREEN TREE.  A STANDARD WITNESS POST WAS SET 2 FEET WEST OF
 DJ2050'THE MARK.
 DJ2050
 DJ2050                          STATION RECOVERY (1968)
 DJ2050
 DJ2050'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (RLW)
 DJ2050'THE STATION WAS VISITED 11-15-68 AND THE STATION RM NO 1, RM
 DJ2050'NO 3 AND THE AZIMUTH WERE FOUND IN GOOD CONDITION.  RM NO 2
 DJ2050'WAS FOUND ON ITS SIDE NEAR THE EDGE OF THE BANK.  RM NO 1 WAS
 DJ2050'TOO CLOSE TO THE ROAD BANK AND WAS IN DANGER OF BEING DESTROYED.
 DJ2050'THE MARK WAS DESTROYED AFTER THE STATION WAS OCCUPIED AND THE
 DJ2050'DISK WAS RECLAIMED.  THE POST FOR REFERENCE MARK NO. 2 WAS
 DJ2050'PLACED IN A NEW HOLE AND THE DISK WAS RESTAMPED CHAPMAN NO 4
 DJ2050'1934 1968.
 DJ2050'
 DJ2050'THE STATION IS LOCATED 7 MILES NORTHWEST OF THE APPROXIMATE
 DJ2050'CENTER OF WINONA, 5 MILES SOUTHWEST OF DUCK HILL IN THE SOUTHWEST
 DJ2050'1/4 OF SECTION 22, T 20N, R 5E AND ON LAND OWNED BY THE
 DJ2050'TISON-GRIFFS LUMBER COMPANY OF GRENADA.  IT IS 35 FEET NORTH OF
 DJ2050'THE CENTER OF A GRAVELED ROAD, 16 FEET NORTH OF THE NORTH EDGE OF
 DJ2050'A 6 FOOT BANK, 60 FEET EAST NORTHEAST OF A 14 INCH HICKORY, 66
 DJ2050'FEET SOUTHEAST OF A 10 INCH OAK AND 1 FOOT NORTHEAST OF A METAL
 DJ2050'WITNESS POST.
 DJ2050'
 DJ2050'IT IS A STANDARD TRIANGULATION DISK STAMPED CHAPMAN 1934
 DJ2050'PROJECTING 8 INCHES.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 3 IS 58.34 FEET NORTH NORTHEAST OF THE STATION.
 DJ2050'IT IS 87 FEET NORTH NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 DJ2050'32 FEET SOUTHWEST OF A FENCE, AND 1 FOOT SOUTHWEST OF A METAL
 DJ2050'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 DJ2050'CHAPMAN NO 3 1934 PROJECTING 4 INCHES.
 DJ2050'
 DJ2050'REFERENCE MARK NO. 4 IS 77.51 FEET WEST SOUTHWEST OF THE STATION.
 DJ2050'IT IS 31 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 16 FEET
 DJ2050'NORTH OF THE EDGE OF A 3 FOOT BANK, 16 FEET SOUTHWEST OF A
 DJ2050'14 INCH HICKORY, 44 FEET SOUTH SOUTHWEST OF A 12 INCH OAK AND
 DJ2050'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DJ2050'REFERENCE MARK DISK, STAMPED CHAPMAN NO 4 1934 1968 PROJECTING
 DJ2050'5 INCHES.
 DJ2050'
 DJ2050'THE AZIMUTH MARK IS APPROXIMATELY 0.1 MILE WEST SOUTHWEST OF
 DJ2050'THE STATION.  IT IS 247 FEET WEST OF THE CENTER OF THE FORKS,
 DJ2050'57 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 49 FEET
 DJ2050'NORTH OF THE CENTER OF ANOTHER GRAVELED ROAD, 19.5 FEET EAST OF
 DJ2050'AN 8 INCH PINE AND 1 FOOT SOUTHEAST
 DJ2050'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 DJ2050'STAMPED CHAPMAN 1934 RESET 1957 PROJECTING 2 INCHES.
 DJ2050'
 DJ2050'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WINONA GO WEST
 DJ2050'ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DJ2050'HIGHWAY 51.  TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51
 DJ2050'FOR 7.2 MILES TO A CROSSROADS.  TURN LEFT (WEST) AND CONTINUE
 DJ2050'ON A BLACKTOP ROAD FOR 1.5 MILES TO A ROAD FORKS.  TAKE THE
 DJ2050'LEFT FORK AND CONTINUE WEST ON A BLACKTOP ROAD FOR 0.8 MILE
 DJ2050'TO A T INTERSECTION.  TURN RIGHT (NORTHWEST) AND CONTINUE ON AN
 DJ2050'ALL WEATHER ROAD FOR 0.8 MILE TO ANOTHER T INTERSECTION.  TURN
 DJ2050'LEFT (SOUTHWEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 1.2
 DJ2050'MILES TO THE STATION ON THE
 DJ2050'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH CONTINUE
 DJ2050'WEST ON AN ALL WEATHER ROAD FOR 0.1 MILE TO A ROAD FORKS AND
 DJ2050'THE MARK STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2434 ***********************************************************************
 BW2434  DESIGNATION -  CHARE
 BW2434  PID         -  BW2434
 BW2434  STATE/COUNTY-  MS/FRANKLIN
 BW2434  USGS QUAD   -  KNOXVILLE (1988)
 BW2434
 BW2434                         *CURRENT SURVEY CONTROL
 BW2434  ___________________________________________________________________
 BW2434* NAD 83(1993)-  31 27 55.42285(N)    091 00 11.96349(W)     ADJUSTED  
 BW2434* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 BW2434  ___________________________________________________________________
 BW2434  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BW2434  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BW2434  HORZ ORDER  -  SECOND
 BW2434
 BW2434.The horizontal coordinates were established by classical geodetic methods
 BW2434.and adjusted by the National Geodetic Survey in May 1994.
 BW2434
 BW2434.The orthometric height was scaled from a topographic map.
 BW2434
 BW2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2434
 BW2434.The geoid height was determined by GEOID03.
 BW2434
 BW2434;                    North         East     Units Scale Factor Converg.
 BW2434;SPC MS W     -   218,068.466   636,328.495   MT  0.99999998   -0 20 59.0
 BW2434;SPC MS W     -   715,446.29  2,087,687.74   sFT  0.99999998   -0 20 59.0
 BW2434;UTM  15      - 3,482,907.076   689,700.464   MT  1.00004387   +1 02 33.2
 BW2434
 BW2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2434!SPC MS W     -   0.99998356  x   0.99999998  =   0.99998354
 BW2434!UTM  15      -   0.99998356  x   1.00004387  =   1.00002743
 BW2434
 BW2434:                Primary Azimuth Mark                     Grid Az
 BW2434:SPC MS W     -  CHARE AZ MK                              046 51 11.6
 BW2434:UTM  15      -  CHARE AZ MK                              045 27 39.4
 BW2434
 BW2434|---------------------------------------------------------------------|
 BW2434| PID    Reference Object                     Distance      Geod. Az  |
 BW2434|                                                           dddmmss.s |
 BW2434| CY4026 CHARE AZ MK                                        0463012.6 |
 BW2434| BW2332 BRUSHY                              APPROX.14.7 KM 1661337.1 |
 BW2434| CY4027 CHARE RM 1                           27.084 METERS 17638     |
 BW2434| CY4029 CHARE RM 3                           21.326 METERS 24824     |
 BW2434| CY4028 CHARE RM 2                           36.170 METERS 32203     |
 BW2434|---------------------------------------------------------------------|
 BW2434
 BW2434                          SUPERSEDED SURVEY CONTROL
 BW2434
 BW2434  NAD 83(1986)-  31 27 55.43882(N)    091 00 11.95819(W) AD(       ) 2
 BW2434  NAD 27      -  31 27 54.82900(N)    091 00 11.59200(W) AD(       ) 2
 BW2434
 BW2434.Superseded values are not recommended for survey control.
 BW2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2434.See file dsdata.txt to determine how the superseded data were derived.
 BW2434
 BW2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8970082907(NAD 83)
 BW2434_MARKER: DS = TRIANGULATION STATION DISK
 BW2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2434
 BW2434  HISTORY     - Date     Condition        Report By
 BW2434  HISTORY     - 1949     MONUMENTED       CGS
 BW2434  HISTORY     - 1956     GOOD             CGS
 BW2434  HISTORY     - 1968     GOOD             MSHD
 BW2434
 BW2434                          STATION DESCRIPTION
 BW2434
 BW2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2434'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF MEADVILLE, 57
 BW2434'FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A T-INTERSECTION
 BW2434'OF TWO GRAVELED ROADS, 28 FEET NORTHEAST OF A TRIANGULAR
 BW2434'BLAZED 8-INCH PINE TREE, AND 22 FEET NORTHEAST OF A WITNESS
 BW2434'POST.
 BW2434'
 BW2434'TO REACH THE STATION FROM THE COURTHOUSE IN MEADVILLE,GO
 BW2434'WESTERLY ON U.S. HIGHWAY NO. 84 FOR 5.8 MILES TO A CROSSROAD.
 BW2434'THEN LEFT ON A GRAVELED ROAD FOR 1.1 MILE TO A T-INTERSECTION.
 BW2434'THEN RIGHT, WESTERLY, FOR 0.4 MILE TO A FORK.  THEN LEFT ROAD
 BW2434'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR
 BW2434'0.15 MILE TO A T-INTERSECTION AND THE STATION ON THE LEFT AS
 BW2434'DESCRIBED.
 BW2434'
 BW2434'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2434'CHARE 1949.
 BW2434'
 BW2434'REFERENCE MARK NO. 1 IS 67 FEET SOUTH-SOUTHEAST OF THE TRIANGULAR
 BW2434'BLAZED 8-INCH PINE TREE, AND 43 FEET EAST OF THE APPROXIMATE
 BW2434'CENTER LINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES,
 BW2434'AND THE DISK IS STAMPED CHARE NO 1 1949.
 BW2434'
 BW2434'REFERENCE MARK NO. 2 IS 70 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 BW2434'CENTER OF THE T-INTERSECTION OF THE GRAVELED ROADS.  THE
 BW2434'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CHARE NO 2
 BW2434'1949.
 BW2434'
 BW2434'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE FROM THE STATION,
 BW2434'21 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF THE GRAVELED
 BW2434'ROAD, AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 BW2434'6 INCHES, AND THE DISK IS STAMPED CHARE 1949.
 BW2434'
 BW2434'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2434'CONCRETE POSTS.
 BW2434'
 BW2434'A 103 FOOT TOWER AT CHARE WILL SEE 103 FEET AT LEVEES AND
 BW2434'LEESDALE.  90 FEET AT WILSON.  77 FEET AT HITE, DALE, BUDE,
 BW2434'ROXIE, AND MEADVILLE.  64 FEET AT BRUSHY, OLDENBURG, WELLS,
 BW2434'KIRBY, AND OWEN.  50 FEET AT KNOXVILLE.
 BW2434'
 BW2434'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2434
 BW2434                          STATION RECOVERY (1956)
 BW2434
 BW2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2434'THE STATION WAS VISITED 6-15-56 AND ALL MARKS WERE FOUND IN
 BW2434'GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE.
 BW2434
 BW2434                          STATION RECOVERY (1968)
 BW2434
 BW2434'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2434'THE STATION WAS VISITED 9-25-68 AND THE STATION, R.M. NO 1
 BW2434'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. NO
 BW2434'2 WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY
 BW2434'ROAD CONSTRUCTION.  R.M. NO 3 WAS ESTABLISHED AT THIS DATE.
 BW2434'
 BW2434'THE STATION IS LOCATED 6.6 MILES SOUTHWEST OF THE APPROXIMATE
 BW2434'CENTER OF MEADVILLE NEAR A ROAD FORKS, 4.5 MILES SOUTHEAST
 BW2434'OF ROXIE IN THE SOUTHWEST 1/4 OF SECTION 31, T 6N, R 2E.  IT
 BW2434'IS 137 FEET SOUTHEAST OF THE CENTER OF A ROAD FORKS, 31 FEET
 BW2434'EAST OF THE CENTER OF A GRAVELED ROAD, 12 FEET EAST OF A 5
 BW2434'FOOT BANK, 18 FEET WEST OF A 14 INCH PINE AND 1 FOOT EAST OF
 BW2434'A METAL WITNESS POST.
 BW2434'
 BW2434'IT IS A STANDARD TRIANGULATION STATION DISK, STAMPED CHARE
 BW2434'1949 PROJECTING 5 INCHES.
 BW2434'
 BW2434'REFERENCE MARK NO. 1 IS 88.86 FEET SOUTH OF THE STATION.  IT
 BW2434'IS 44 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 66 FEET NORTH
 BW2434'OF THE CENTER OF A BLADED ROAD AND 1 FOOT NORTH OF A METAL
 BW2434'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 BW2434'CHARE NO 1 1949 PROJECTING 4 INCHES.
 BW2434'
 BW2434'REFERENCE MARK NO. 3 IS 69.97 FEET WEST SOUTHWEST OF THE STATION.
 BW2434'IT IS 36 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 103 FEET
 BW2434'SOUTH SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 BW2434'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 BW2434'MARK DISK, STAMPED CHARE 1949 NO 3 1968 PROJECTING 8 INCHES.
 BW2434'
 BW2434'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION.  IT
 BW2434'IS 22 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 17 FEET
 BW2434'EAST OF A 16 INCH PINE, 23 FEET SOUTHWEST OF A 14 INCH PINE,
 BW2434'2 FEET NORTHWEST OF A 4 FOOT BANK AND 1 FOOT NORTHWEST OF A
 BW2434'METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK,
 BW2434'STAMPED CHARE 1949 PROJECTING 6 INCHES.  NOTE--THE
 BW2434'STATION IS OBSTRUCTED BY UNDER GROWTH.
 BW2434'
 BW2434'TO REACH THE STATION FROM THE COURTHOUSE IN MEADVILLE GO
 BW2434'WEST ON U.S. HIGHWAY 84 FOR 5.8 MILES TO A CROSSROAD.  TURN
 BW2434'LEFT UP HILL FOR 1.1 MILES TO A T-INTERSECTION.  TURN RIGHT
 BW2434'AND GO WEST FOR 0.4 MILE TO A FORK.  TURN LEFT FOR 0.25
 BW2434'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.15 MILE
 BW2434'TO A FORKS AND THE STATION ON THE LEFT.
 BW2434'
 BW2434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BW2434'SOUTHEAST OF ROXIE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2574 ***********************************************************************
 CP2574  DESIGNATION -  CHARITY
 CP2574  PID         -  CP2574
 CP2574  STATE/COUNTY-  MS/MADISON
 CP2574  USGS QUAD   -  MADISON (1998)
 CP2574
 CP2574                         *CURRENT SURVEY CONTROL
 CP2574  ___________________________________________________________________
 CP2574* NAD 83(1993)-  32 24 51.08145(N)    090 05 59.35031(W)     ADJUSTED  
 CP2574* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CP2574  ___________________________________________________________________
 CP2574  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CP2574  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP2574  HORZ ORDER  -  FIRST
 CP2574
 CP2574.The horizontal coordinates were established by classical geodetic methods
 CP2574.and adjusted by the National Geodetic Survey in May 1994.
 CP2574
 CP2574.The orthometric height was scaled from a topographic map.
 CP2574
 CP2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2574
 CP2574.The geoid height was determined by GEOID03.
 CP2574
 CP2574;                    North         East     Units Scale Factor Converg.
 CP2574;SPC MS W     -   323,100.630   721,964.612   MT  0.99995595   +0 07 30.6
 CP2574;SPC MS W     - 1,060,039.32  2,368,645.56   sFT  0.99995595   +0 07 30.6
 CP2574;UTM  15      - 3,590,049.125   772,748.853   MT  1.00051747   +1 33 20.0
 CP2574
 CP2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2574!SPC MS W     -   0.99998644  x   0.99995595  =   0.99994239
 CP2574!UTM  15      -   0.99998644  x   1.00051747  =   1.00050391
 CP2574
 CP2574:                Primary Azimuth Mark                     Grid Az
 CP2574:SPC MS W     -  CHARITY RM 1                             148 14 40.7
 CP2574:UTM  15      -  CHARITY RM 1                             146 48 51.3
 CP2574
 CP2574|---------------------------------------------------------------------|
 CP2574| PID    Reference Object                     Distance      Geod. Az  |
 CP2574|                                                           dddmmss.s |
 CP2574| CY4031 CHARITY RM 1                                       1482211.3 |
 CP2574| CP2610 TOUGALOO RAD STA WSLI N MAST        APPROX. 5.0 KM 2464227.2 |
 CP2574| CY4032 CHARITY RM 2                         66.325 METERS 26609     |
 CP2574| CP2575 CHARITY AZ MK 2                     APPROX. 0.7 KM 2673603.7 |
 CP2574| CY4030 CHARITY AZ MK                                      2683328.8 |
 CP2574| CP2613 RIDGELAND JOHN H MOON RADIO MAST    APPROX. 3.3 KM 2894134.3 |
 CP2574| CP2612 RIDGELAND MUNICIPAL WATER TANK      APPROX. 3.4 KM 2945343.9 |
 CP2574| CY4033 CHARITY RM 3                         12.830 METERS 35537     |
 CP2574|---------------------------------------------------------------------|
 CP2574
 CP2574                          SUPERSEDED SURVEY CONTROL
 CP2574
 CP2574  NAD 83(1986)-  32 24 51.09579(N)    090 05 59.34567(W) AD(       ) 1
 CP2574  NAD 27      -  32 24 50.58000(N)    090 05 59.03500(W) AD(       ) 1
 CP2574
 CP2574.Superseded values are not recommended for survey control.
 CP2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2574.See file dsdata.txt to determine how the superseded data were derived.
 CP2574
 CP2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7274990049(NAD 83)
 CP2574_MARKER: DS = TRIANGULATION STATION DISK
 CP2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2574_SP_SET: CONCRETE POST
 CP2574_STAMPING: CHARITY 1931
 CP2574_MARK LOGO: CGS   
 CP2574_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2574+STABILITY: SURFACE MOTION
 CP2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2574+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 CP2574
 CP2574  HISTORY     - Date     Condition        Report By
 CP2574  HISTORY     - 1931     MONUMENTED       CGS
 CP2574  HISTORY     - 1931     GOOD             CGS
 CP2574  HISTORY     - 1933     GOOD             CGS
 CP2574  HISTORY     - 1945     GOOD             CGS
 CP2574  HISTORY     - 1959     GOOD             CGS
 CP2574  HISTORY     - 1961     GOOD             USGS
 CP2574  HISTORY     - 1963     GOOD             CGS
 CP2574  HISTORY     - 1964     GOOD             CGS
 CP2574  HISTORY     - 1965     GOOD             CGS
 CP2574  HISTORY     - 1974     GOOD             MSSU
 CP2574  HISTORY     - 1980     GOOD             MSSU
 CP2574  HISTORY     - 1980     GOOD             NGS
 CP2574  HISTORY     - 1980     GOOD             NGS
 CP2574  HISTORY     - 1982     GOOD             NGS
 CP2574  HISTORY     - 19890501 GOOD             MSHD
 CP2574
 CP2574                          STATION DESCRIPTION
 CP2574
 CP2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2574'ABOUT 10 MILES NE OF JACKSON AND 2-1/2 MILES SE OF RIDGELAND,
 CP2574'ON LAND OWNED BY REV. GREENWAY, OF JACKSON, AND LEASED BY
 CP2574'JOEL F. JOHNSON, JR.
 CP2574'
 CP2574'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2574'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CP2574'CONCRETE.
 CP2574'
 CP2574'REFERENCE MARK 1 IS APPROXIMATELY 200 METERS S OF STATION,
 CP2574'50 METERS SE OF NEGRO HOUSE, 4 METERS W OF ROAD, AND 10 METERS
 CP2574'W OF POWER POLE NO. J.G. 115.  IT IS A BRONZE REFERENCE DISK
 CP2574'SET IN TOP OF A CONCRETE POST.
 CP2574'
 CP2574'REFERENCE MARK 2 IS W OF STATION, 50 METERS E OF CHURCH, 1
 CP2574'FOOT E OF N-S FENCE, AND 18 METERS S OF BOARD GATE.  IT IS
 CP2574'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 CP2574'
 CP2574'REACHED FROM JACKSON BY U.S. HIGHWAY 51 N 2-1/4 MILES TO THE
 CP2574'INSANE ASYLUM.  KEEP RIGHT ON GRAVELED ROAD JUST PAST THE
 CP2574'ASYLUM, AT POINT WHERE STREET CAR TRACKS AND A RAILROAD
 CP2574'SIDING CROSS THE PAVEMENT, FOLLOW NE 7.4 MILES TO A LANE
 CP2574'LEADING E THROUGH A WIRE GAP TO THE MT. CHARITY CHURCH.  FOLLOW
 CP2574'THE LANE E 550 YARDS TO THE CHURCH, THENCE BEAR TO LEFT 50
 CP2574'YARDS AND PASS THROUGH BOARD GATE.  FOLLOW WAGON ROAD NE 70
 CP2574'YARDS TO STATION.  STATION IS 125 YARDS E OF MT. CHARITY
 CP2574'CHURCH, 200 YARDS S OF A TENANT HOUSE, 15 METERS SE OF ROAD
 CP2574'LEADING FROM CHURCH TO THIS HOUSE, 18 METERS N OF
 CP2574'BARBED-WIRE FENCE N OF OLD ROAD AROUND HILL, AND 6 METERS
 CP2574'W OF A DEEP GULLY, IN AN UNPLOWED CORNER OF A FIELD.
 CP2574'
 CP2574'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 CP2574
 CP2574                          STATION RECOVERY (1931)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 CP2574'RECOVERED IN GOOD CONDITION.
 CP2574
 CP2574                          STATION RECOVERY (1933)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RGA)
 CP2574'STATION RECOVERED AS DESCRIBED.
 CP2574
 CP2574                          STATION RECOVERY (1945)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2574'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CP2574'IN GOOD CONDITION.  ALL DISTANCES TO REFERENCE MARKS WERE
 CP2574'CHECKED AND FOUND TO BE CORRECT.  SOME LOCAL CHANGES WERE
 CP2574'FOUND BUT STATION IS EASY TO RECOVER BY ORIGINAL DESCRIPTION.
 CP2574'REFERENCE MARK 3 WAS ESTABLISHED BY THIS PARTY.  A COMPLETE
 CP2574'NEW DESCRIPTION FOLLOWS--
 CP2574'
 CP2574'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2574'DISKS SET IN CONCRETE.
 CP2574'
 CP2574'STATION IS LOCATED ABOUT 10 MILES NE OF JACKSON NEAR THE MT.
 CP2574'CHARITY CHURCH.  IT IS ABOUT 450 FEET E OF THE CHURCH, 86
 CP2574'FEET N OF THE INTERSECTION OF TWO LANES, AND 19 FEET N OF
 CP2574'A STANDARD WITNESS POST.  THE DISK IS STAMPED CHARITY 1931.
 CP2574'
 CP2574'REFERENCE MARK 1 WAS USED AS AN AZIMUTH MARK AND IS ABOUT
 CP2574'0.15 MILE SE OF THE STATION ON THE W SIDE OF THE LANE.  IT
 CP2574'IS 11 FEET W OF THE CENTER OF THE LANE, 32 FEET W OF A POWER
 CP2574'POLE, ABOUT 100 YARDS SE OF AN OLD HOUSE, AND 3 FEET N OF A
 CP2574'STANDARD WITNESS POST.  THE DISK IS STAMPED CHARITY NO 1 1931
 CP2574'AND PROJECTS 8 INCHES.
 CP2574'
 CP2574'REFERENCE MARK 2 IS 217.30 FEET W OF THE STATION.  IT IS 135
 CP2574'FEET E OF THE NE CORNER OF THE CHURCH AND 36 FEET N OF THE
 CP2574'CENTER OF THE LANE.  THE DISK IS STAMPED CHARITY NO 2 1931
 CP2574'AND PROJECTS 8 INCHES.
 CP2574'
 CP2574'REFERENCE MARK 3 IS 42.09 FEET N OF THE STATION.  IT IS 33
 CP2574'FEET W OF A 10-INCH PINE TREE.  THE DISK IS STAMPED CHARITY
 CP2574'NO 3 1945 AND PROJECTS ABOUT 3 INCHES.
 CP2574'
 CP2574'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN JACKSON,
 CP2574'GO N ON U.S. HIGHWAYS 49 AND 51 FOR 2 MILES TO WHERE HIGHWAY
 CP2574'49 TURNS W, CONTINUE N ON HIGHWAY 51 FOR 0.4 MILE TO WHERE
 CP2574'HIGHWAY TURNS LEFT AND A PAVED ROAD STRAIGHT AHEAD, KEEP
 CP2574'STRAIGHT AHEAD ON PAVED ROAD AND GO 6.85 MILES TO THE END
 CP2574'OF THE PAVEMENT, CONTINUE ON GRAVEL ROAD FOR 1.15 MILES TO
 CP2574'A LANE LEADING TO MT. CHARITY CHURCH, TURN RIGHT AND GO
 CP2574'0.3 MILE TO THE CHURCH ON THE RIGHT, CONTINUE ABOUT 150 YARDS
 CP2574'TO THE STATION ON THE LEFT.
 CP2574'
 CP2574'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2574
 CP2574                          STATION RECOVERY (1959)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2574'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AND
 CP2574'FOUND IN GOOD CONDITION.  REFERENCE MARK 1, WHICH WAS USED AS
 CP2574'THE AZIMUTH MARK, WAS DESTROYED BY ROAD GRADING AND A NEW AZIMUTH
 CP2574'MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION IS AS
 CP2574'FOLLOWS--
 CP2574'
 CP2574'STATION IS LOCATED ABOUT 1-3/4 MILES EAST AND 1-1/4 MILES
 CP2574'SOUTH OF RIDGELAND, 2 MILES EAST-SOUTHEAST OF U.S. HIGHWAY
 CP2574'51, NEAR THE NORTH SIDE CENTER OF SECTION 33, T 7 N, R 2 E,
 CP2574'AND ON THE PROPERTY OF THE MT. CHARITY BAPTIST CHURCH.
 CP2574'
 CP2574'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND THE NATCHEZ
 CP2574'TRACE PARKWAY, AT THE SOUTH EDGE OF RIDGELAND, GO EAST ON
 CP2574'THE NATCHEZ TRACE PARKWAY, FOR 1.3 MILES TO A CROSSROAD.  TURN
 CP2574'RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.9 MILE TO A CROSSROAD.
 CP2574'(TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 CP2574'GO WEST FOR 0.1 MILE TO THE MARK ON THE LEFT) TURN LEFT AND
 CP2574'FOLLOW GRAVELED ROAD EAST FOR 0.3 MILE TO A CHURCH ON THE
 CP2574'RIGHT.  CONTINUE EAST FOR 0.05 MILE TO THE STATION ON THE
 CP2574'LEFT AS DESCRIBED.
 CP2574'
 CP2574'STATION MARK IS A STANDARD DISK, STAMPED CHARITY 1931, SET
 CP2574'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2574'6 INCHES.  IT IS 352 FEET EAST OF THE NORTHEAST CORNER OF
 CP2574'THE CHURCH, 235 FEET EAST OF A TRANSFORMER POLE, 82 FEET SOUTH
 CP2574'OF AN EAST-WEST PROPERTY FENCE, 81 FEET NORTH OF AN EAST-WEST
 CP2574'GRAVELED ROAD CENTER, 54 FEET NORTHWEST OF A FENCE CORNERPOST
 CP2574'AND 48 FEET WEST OF A NORTH-SOUTH DRIVE.  A METAL, WITNESS
 CP2574'SIGNPOST WAS SET 2 FEET WEST OF THE MARK.
 CP2574'
 CP2574'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHARITY NO 2
 CP2574'1931, SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2574'PROJECTING 3 INCHES.  IT IS 136 FEET EAST OF THE CHURCH
 CP2574'CORNER, 99 FEET SOUTH OF AN EAST-WEST FENCE, 34 FEET NORTH
 CP2574'OF THE ROAD CENTER AND 20 FEET EAST-NORTHEAST OF THE TRANSFORMER
 CP2574'POLE.
 CP2574'
 CP2574'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHARITY NO 3
 CP2574'1945, SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2574'PROJECTING 4 INCHES.  IT IS 240 FEET EAST OF THE TRANSFORMER
 CP2574'POLE, 121 FEET NORTH OF THE ROAD CENTER, 94 FEET NORTH-NORTHWEST
 CP2574'OF THE CORNERPOST, 67 FEET WEST OF THE DRIVE, AND 39 FEET SOUTH
 CP2574'OF THE EAST-WEST FENCE.
 CP2574'
 CP2574'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHARITY 1931, SET
 CP2574'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2574'6 INCHES.  IT IS 24 FEET SOUTH OF A GRAVELED ROAD CENTER,
 CP2574'13 FEET WEST OF A FENCE CORNERPOST AND 1 FOOT NORTH OF THE
 CP2574'SOUTH ROAD RIGHT-OF-WAY FENCE.
 CP2574'
 CP2574'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2574
 CP2574                          STATION RECOVERY (1961)
 CP2574
 CP2574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CP2574'STATION FOUND IN GOOD CONDITION.  RIDGELAND (P.C.), 2.0 MILES
 CP2574'SE OF.  NEAR 1/4 COR. BETWEEN SECS. 28 AND 33, T. 7 N., R.
 CP2574'2..  IN SE COR. OF MT. CHARITY CEMETERY.  355 FEET E. OF
 CP2574'NE COR. OF MT. CHARITY METHODIST CHURCH, COLORED,.  209 FEET
 CP2574'N. OF NW COR. OF HOUSE.  82 FEET N. AND 30 FEET W. OF T-ROAD
 CP2574'N. (PVT. RD. N.).  62 FEET NW OF CENTER OF WOODEN GATE ACROSS
 CP2574'PRIVATE ROAD N..  STANDARD DISK IN CONCRETE POST 6 IN ABOVE
 CP2574'GROUND STAMPED CHARITY 1931.  REFERENCE MARK NO. 1 TABLET IN
 CP2574'CONCRETE POST IS CRACKED.
 CP2574
 CP2574                          STATION RECOVERY (1963)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2574'FOUND AS DESCRIBED, EXCEPT THAT THE DISK AT R.M. 1 HAS BEEN
 CP2574'PRIED OUT OF ITS MONUMENT.
 CP2574
 CP2574                          STATION RECOVERY (1964)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2574'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2574'CONDITION.
 CP2574'
 CP2574'THE DESCRIPTION IS ADEQUATE.
 CP2574
 CP2574                          STATION RECOVERY (1965)
 CP2574
 CP2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JSD)
 CP2574'STATION, R.M. 2 AND R.M. 3 WERE RECOVERED IN GOOD CONDITION.
 CP2574'BRASS CAP HAS BEEN REMOVED FROM R.M. 1.  IT IS 754.2 FT FROM
 CP2574'STATION.
 CP2574'
 CP2574'REVISED TO REACH--FROM INTERSECTION OF OLD CANTON ROAD AND
 CP2574'I-55 (PLUS OR MINUS 5 MI NNE OF JACKSON) GO E AND NE ON OLD
 CP2574'CANTON ROAD PLUS OR MINUS 3-1/2 MILES TO COUNTY LINE AND
 CP2574'CROSSROADS.  CONTINUE N (STRAIGHT AHEAD) 1 MILE TO ANOTHER
 CP2574'CROSSROADS.  TURN RIGHT AND GO E 0.4 MILE TO STATION.
 CP2574'(LOCATED NEAR CENTER OF SECTION LINE BETWEEN SECTIONS 28 AND
 CP2574'33 T7N, R2E).
 CP2574
 CP2574                          STATION RECOVERY (1974)
 CP2574
 CP2574'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (RT)
 CP2574'CHARITY 1931-GOOD
 CP2574'
 CP2574'CHARITY 1931 NO 2-GOOD
 CP2574'
 CP2574'CHARITY NO 3 1945-GOOD
 CP2574'
 CP2574'CHARITY AZ MK -DESTROYED- FOUND POST WITH DISK UPROOTED BY NEW CONT.
 CP2574
 CP2574                          STATION RECOVERY (1980)
 CP2574
 CP2574'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP2574'STATION, REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 CP2574
 CP2574                          STATION RECOVERY (1980)
 CP2574
 CP2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 CP2574'STATION, RM 2 AND RM 3 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CP2574'
 CP2574'AZIMUTH MARK AND WITNESS POST FOUND PULLED FROM THE GROUND.  DISK WAS
 CP2574'INTACT IN THE MONUMENT AND THE MARK MAINTANCE MAN FOR THIS AREA WAS
 CP2574'INFORMED.
 CP2574'
 CP2574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTHEAST
 CP2574'OF RIDGELAND.
 CP2574
 CP2574                          STATION RECOVERY (1980)
 CP2574
 CP2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP2574'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO.3 WERE RECOVERED
 CP2574'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW
 CP2574'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CP2574'
 CP2574'STATION IS LOCATED 1.75 MILES EAST AND 1.25 MILES SOUTH OF RIDGELAND,
 CP2574'2 MILES EAST-SOUTHEAST OF U.S. HIGHWAY 51, AT THE SOUTHEAST CORNER
 CP2574'OF THE MT. CHARITY BAPTIST CHURCH CEMETERY, IN THE NORTH SIDE AND
 CP2574'CENTER OF SECTION 33, T 7N, R 2E.
 CP2574'
 CP2574'TO REACH FROM THE INTERSECTION OF COUNTYLINE ROAD AND INTERSTATE
 CP2574'HIGHWAY 55 ABOUT 5 MILES NORTH OF JACKSON, GO EAST AND NORTHEAST ON
 CP2574'COUNTYLINE ROAD FOR 3.5 MILES TO JUNCTION OF OLD CANTON ROAD, TURN
 CP2574'LEFT AND GO NORTH ON OLD CANTON ROAD FOR 1.0 MILE TO INTERSECTION OF
 CP2574'LAKE HARBOUR DR. AND AZIMUTH MARK ON LEFT, TURN RIGHT AND GO EAST ON
 CP2574'LAKE HARBOUR DR. FOR 0.5 MILE TO A PAVED SIDEROAD ON LEFT, TURN LEFT
 CP2574'AND GO NORTH FOR 0.1 MILE TO SOUTHEAST CORNER OF CEMETERY AND STATION
 CP2574'ON LEFT.
 CP2574'
 CP2574'STATION IS A STANDARD DISK, STAMPED---CHARITY 1931---SET IN TOP OF
 CP2574'A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 81.5 FEET SOUTH OF
 CP2574'EAST-WEST CYCLONE FENCE, 38 FEET WEST OF NORTH-SOUTH CYCLONE FENCE
 CP2574'AND 2.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CP2574'
 CP2574'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---CHARITY 1931 NO
 CP2574'2---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 CP2574'IS 136 FEET EAST OF NORTHEAST CORNER OF CHURCH, 99.5 FEET SOUTH OF
 CP2574'EAST-WEST CYCLONE FENCE, 32 FEET NORTH OF OLD ROAD AND 19 FEET
 CP2574'EAST-NORTH EAST OF POWER POLE WITH TRANSFORMER.
 CP2574'
 CP2574'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---CHARITY NO 3
 CP2574'1945---SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 CP2574'IS 83 FEET WEST-SOUTHWEST OF FENCE CORNER, 57 FEET WEST OF
 CP2574'NORTH-SOUTH CYCLONE FENCE AND 39 FEET SOUTH OF EAST-WEST CYCLONE
 CP2574'FENCE.
 CP2574'
 CP2574'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHARITY 1931 1980---SET
 CP2574'IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 CP2574'261 FEET WEST OF THE CENTER OF OLD CANTON ROAD, 45 FEET SOUTH OF THE
 CP2574'CENTER OF LAKE HARBOUR DR., 29 FEET WEST OF THE CENTER OF GRAVEL
 CP2574'DRIVEWAY, 20.3 FEET NORTH OF POWER POLE AND 2.0 FEET SOUTH OF A
 CP2574'POWER POLE.
 CP2574
 CP2574                          STATION RECOVERY (1982)
 CP2574
 CP2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP2574'THE STATION MARK, REFERENCE MARKS NO 2 AND NO 3 AND THE 1980 AZIMUTH
 CP2574'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1980
 CP2574'DESCRIPTION.
 CP2574
 CP2574                          STATION RECOVERY (1989)
 CP2574
 CP2574'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2574'THE STATION MARK, REFERENCE MARK NO.2, REFERENCE MARK NO.3 AND THE
 CP2574'1980 AZIMUTH MARK WERE FOUND IN GOOD CONDITION. SOME LIGHT CLEARING
 CP2574'NEAR THE STATION IS REQUIRED FOR THE AZIMUTH MARK TO BE VISIBLE. THE
 CP2574'1931 AZIMUTH MARK WAS FOUND ON ITS SIDE AND THE DISK WAS RECLAIMED.
 CP2574'TO REACH FROM THE COUNTYLINE ROAD BRIDGE OVER I-55, IN THE NORTH
 CP2574'SECTION OF JACKSON, GO EAST ON COUNTYLINE ROAD FOR 3.46 KM (2.15 MI)
 CP2574'TO A T-INTERSECTION, TURN LEFT AND GO NORTH ON OLD CANTON ROAD FOR
 CP2574'1.69 KM (1.05 MI) TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT,
 CP2574'TURN RIGHT AND GO EAST ON LAKE HARBOR DRIVE FOR 0.72 KM (0.45 MI) TO A
 CP2574'SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.16 KM
 CP2574'(0.10 MI) TO THE CEMETERY AND THE STATION ON THE RIGHT JUST BEYOND THE
 CP2574'ENTRANCE TO THE CAZERBO APARTMENT COMPLEX.
 CP2574'STATION IS A STANDARD DISK, STAMPED---CHARITY 1931---SET IN THE TOP OF
 CP2574'A SQUARE CONCRETE POST PROJECTING 0.15 M (0.5 FT) . IT IS 74.98 M
 CP2574'(246.0 FT) EAST OF THE NORTHEAST CORNER OF THE MT. CHARITY M.B.
 CP2574'BAPTIST CHURCH, 64.01 M (210.0 FT) EAST NORTHEAST OF A POWER POLE WITH
 CP2574'A TRANSFORMER, 32.61 M (107.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF
 CP2574'THE CEMETERY, 24.69 M (81.0 FT) NORTH OF THE CENTER OF THE CHURCH
 CP2574'DRIVEWAY, 24.69 M (81.0 FT) SOUTH OF A CYCLONE FENCE 21.48 M
 CP2574'(70.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE APARTMENT PARKING
 CP2574'LOT, 11.43 M (37.5 FT) WEST OF A CYCLONE FENCE AND 0.76 M (2.5 FT)
 CP2574'EAST OF A METAL WITNESS POST.
 CP2574'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---CHARITY 1931 NO 2
 CP2574'PROJECTING 0.15 M (0.5 FT) . IT IS 8.84 M (29.0 FT) EAST OF THE
 CP2574'NORTHEAST CORNER OF THE CHURCH, 5.64 M (18.5 FT) NORTHWERST OF A POWER
 CP2574'POLE WITH A TRANSFORMER AND GUY WIRES, 4.11 M (13.5 FT) SOUTHEAST OF
 CP2574'THE NORTHEAST CORNER OF THE NORTHEAST CORNER OF A CONCRETE RETAINING
 CP2574'WALL AND 2.44 M (8.0 FT) EAST OF A CONCRETE RETAINING WALL.
 CP2574'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED---CHARITY NO 3
 CP2574'1945---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.07 M
 CP2574'(0.2 FT) . IT IS 37.49 M (123.0 FT) NORTH OF THE OF THE CHURCH
 CP2574'DRIVEWAY, 25.3 M (83.0 FT) WEST SOUTHWEST OF THE NORTHEAST CORNER OF
 CP2574'THE CEMETERY FENCE, 22.4 M (73.5 FT) WEST OF A CONCRETE STREET LAMP,
 CP2574'22.1 M (72.5 FT) SOUTH OF A CONCRETE STREET LAMP 11.89 M (39.0 FT)
 CP2574'SOUTH OF A CYCLONE FENCE AND 17.68 M (58.0 FT) SOUTH OF A CYCLONE
 CP2574'FENCE.
 CP2574'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---CHARITY 1931 1980---SET
 CP2574'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 79.55
 CP2574'M (261.0 FT) WEST OF THE CENTER OF OLD CANTON ROAD, 21.95 M (72.0 FT)
 CP2574'EAST NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING, 21.18 M
 CP2574'(69.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SHELL STATION CAR
 CP2574'WARSH, 13.41 M (44.0 FT) SOUTH OF THE CENTER OF LAKE HARBOR DRIVE,
 CP2574'10.06 M (33.0 FT) EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 6.25 M
 CP2574'(20.5 FT) NORTH OF A POWER POLE WITH A TRANSFORMER, 1.98 M (6.5 FT)
 CP2574'WEST OF THE CENTER OF A SEWER MANHOLE AND 1.07 M (3.5 FT) SOUTH OF A
 CP2574'POWER POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2575 ***********************************************************************
 CP2575  DESIGNATION -  CHARITY AZ MK 2
 CP2575  PID         -  CP2575
 CP2575  STATE/COUNTY-  MS/MADISON
 CP2575  USGS QUAD   -  MADISON (1998)
 CP2575
 CP2575                         *CURRENT SURVEY CONTROL
 CP2575  ___________________________________________________________________
 CP2575* NAD 83(1993)-  32 24 50.13718(N)    090 06 25.89979(W)     NO CHECK  
 CP2575* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 CP2575  ___________________________________________________________________
 CP2575  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CP2575  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP2575  HORZ ORDER  -  THIRD
 CP2575
 CP2575.The horizontal coordinates were established by classical geodetic methods
 CP2575.and adjusted by the National Geodetic Survey in May 1994.
 CP2575.No horizontal observational check was made to the station.
 CP2575
 CP2575.The orthometric height was scaled from a topographic map.
 CP2575
 CP2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2575
 CP2575.The geoid height was determined by GEOID03.
 CP2575
 CP2575;                    North         East     Units Scale Factor Converg.
 CP2575;SPC MS W     -   323,070.052   721,270.984   MT  0.99995558   +0 07 16.4
 CP2575;SPC MS W     - 1,059,939.00  2,366,369.89   sFT  0.99995558   +0 07 16.4
 CP2575;UTM  15      - 3,590,001.216   772,055.817   MT  1.00051281   +1 33 05.7
 CP2575
 CP2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2575!SPC MS W     -   0.99998817  x   0.99995558  =   0.99994375
 CP2575!UTM  15      -   0.99998817  x   1.00051281  =   1.00050097
 CP2575
 CP2575                          SUPERSEDED SURVEY CONTROL
 CP2575
 CP2575  NAD 83(1986)-  32 24 50.15155(N)    090 06 25.89515(W) AD(       ) 3
 CP2575  NAD 27      -  32 24 49.63573(N)    090 06 25.58330(W) AD(       ) 3
 CP2575
 CP2575.Superseded values are not recommended for survey control.
 CP2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2575.See file dsdata.txt to determine how the superseded data were derived.
 CP2575
 CP2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7205690001(NAD 83)
 CP2575_MARKER: DZ = AZIMUTH MARK DISK
 CP2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2575
 CP2575  HISTORY     - Date     Condition        Report By
 CP2575  HISTORY     - 1980     MONUMENTED       NGS
 CP2575
 CP2575                          STATION DESCRIPTION
 CP2575
 CP2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP2575'TO REACH STATION CHARITY FROM THE INTERSECTION OF COUNTYLINE ROAD
 CP2575'AND INTERSTATE
 CP2575'HIGHWAY 55 ABOUT 5 MILES NORTH OF JACKSON, GO EAST AND NORTHEAST ON
 CP2575'COUNTYLINE ROAD FOR 3.5 MILES TO JUNCTION OF OLD CANTON ROAD, TURN
 CP2575'LEFT AND GO NORTH ON OLD CANTON ROAD FOR 1.0 MILE TO INTERSECTION
 CP2575'OF LAKE HARBOUR DR. AND AZIMUTH MARK ON LEFT.
 CP2575'
 CP2575'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHARITY 1931 1980---SET IN
 CP2575'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 CP2575'261 FEET WEST OF THE CENTER OF OLD CANTON ROAD, 45 FEET SOUTH OF
 CP2575'THE CENTER OF LAKE HARBOUR DR., 29 FEET WEST OF THE CENTER OF
 CP2575'GRAVEL DRIVEWAY, 20.3 FEET NORTH OF POWER POLE AND 2.0 FEET
 CP2575'SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0451 ***********************************************************************
 EH0451  DESIGNATION -  CHARLES
 EH0451  PID         -  EH0451
 EH0451  STATE/COUNTY-  MS/COAHOMA
 EH0451  USGS QUAD   -  RENA LARA (1982)
 EH0451
 EH0451                         *CURRENT SURVEY CONTROL
 EH0451  ___________________________________________________________________
 EH0451* NAD 83(1993)-  34 08 10.18417(N)    090 51 49.45998(W)     ADJUSTED  
 EH0451* NAVD 88     -        53.216  (meters)     174.59   (feet)  POSTED    
 EH0451  ___________________________________________________________________
 EH0451  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EH0451  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH0451  DYNAMIC HT  -          53.160 (meters)     174.41  (feet)  COMP
 EH0451  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EH0451
 EH0451  HORZ ORDER  -  SECOND
 EH0451  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH0451
 EH0451.The horizontal coordinates were established by classical geodetic methods
 EH0451.and adjusted by the National Geodetic Survey in May 1994.
 EH0451
 EH0451.The orthometric height was determined by differential leveling
 EH0451.and adjusted by the  in 1992.
 EH0451.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH0451.was located on a no-check spur therefore a value was not computed.
 EH0451.No vertical observational check was made to the station.
 EH0451
 EH0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0451
 EH0451.The geoid height was determined by GEOID03.
 EH0451
 EH0451.The dynamic height is computed by dividing the NAVD 88
 EH0451.geopotential number by the normal gravity value computed on the
 EH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0451.degrees latitude (g = 980.6199 gals.).
 EH0451
 EH0451.The modeled gravity was interpolated from observed gravity values.
 EH0451
 EH0451;                    North         East     Units Scale Factor Converg.
 EH0451;SPC MS W     -   514,177.144   651,079.105   MT  0.99997949   -0 17 51.5
 EH0451;SPC MS W     - 1,686,929.51  2,136,082.03   sFT  0.99997949   -0 17 51.5
 EH0451;SPC AR S     -   563,566.769   504,794.920   MT  0.99992004   +0 38 09.4
 EH0451;SPC AR S     - 1,848,968.64  1,656,148.00   sFT  0.99992004   +0 38 09.4
 EH0451;UTM  15      - 3,779,314.812   696,980.787   MT  1.00007832   +1 11 57.0
 EH0451
 EH0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0451!SPC MS W     -   0.99999582  x   0.99997949  =   0.99997531
 EH0451!SPC AR S     -   0.99999582  x   0.99992004  =   0.99991586
 EH0451!UTM  15      -   0.99999582  x   1.00007832  =   1.00007414
 EH0451
 EH0451:                Primary Azimuth Mark                     Grid Az
 EH0451:SPC MS W     -  RENA                                     075 15 35.6
 EH0451:SPC AR S     -  RENA                                     074 19 34.7
 EH0451:UTM  15      -  RENA                                     073 45 47.1
 EH0451
 EH0451|---------------------------------------------------------------------|
 EH0451| PID    Reference Object                     Distance      Geod. Az  |
 EH0451|                                                           dddmmss.s |
 EH0451| EH2808 RENA                                APPROX. 7.2 KM 0745744.1 |
 EH0451| EH0447 38/A CAP                            304.955 METERS 17920     |
 EH0451| EH0450 CHARLES RM 1                                       26343     |
 EH0451|---------------------------------------------------------------------|
 EH0451
 EH0451                          SUPERSEDED SURVEY CONTROL
 EH0451
 EH0451  NAD 83(1986)-  34 08 10.19299(N)    090 51 49.45830(W) AD(       ) 2
 EH0451  NAD 27      -  34 08 09.80900(N)    090 51 49.07500(W) AD(       ) 2
 EH0451  NGVD 29 (??/??/??)   53.279  (m)          174.80   (f) ADJUSTED    1 2
 EH0451
 EH0451.Superseded values are not recommended for survey control.
 EH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0451.See file dsdata.txt to determine how the superseded data were derived.
 EH0451
 EH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9698179315(NAD 83)
 EH0451_MARKER: DS = TRIANGULATION STATION DISK
 EH0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0451_STAMPING: P.B.M. TRI. CHARLES
 EH0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0451+STABILITY: SURFACE MOTION
 EH0451
 EH0451  HISTORY     - Date     Condition        Report By
 EH0451  HISTORY     - 1929     MONUMENTED       CGS
 EH0451  HISTORY     - 1935     GOOD             CGS
 EH0451  HISTORY     - 1939     GOOD             CGS
 EH0451  HISTORY     - 1952     GOOD             CGS
 EH0451  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0451
 EH0451                          STATION DESCRIPTION
 EH0451
 EH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH0451'ON EAST BANK OF MISSISSIPPI RIVER, ACROSS RIVER FROM MOUTH
 EH0451'OF CHUTE OF ISLAND 66.  TO REACH FROM RENALARA GO 2 MILES
 EH0451'SOUTH ON ROUTE 1 TO GRAVEL ROAD LEADING WEST TO LEVEE, FOLLOW
 EH0451'THIS ROAD TO LEVEE ROAD, TURN LEFT AND GO 2 MILES TO WHERE
 EH0451'LEVEE MAKES DISTINCT BEND FROM EAST-AND-WEST DIRECTION TO
 EH0451'NORTHWEST.  STATION IS 138 FEET EAST OF BEND, 34 FEET NORTH
 EH0451'OF CENTER LINE OF LEVEE ROAD, AND 37 FEET SOUTH OF TOP OF
 EH0451'LEVEE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 EH0451'DISKS IN CONCRETE.  REFERENCE MARK NO. 1 IS
 EH0451'A STANDARD REFERENCE DISK IN CONCRETE, 12 FEET
 EH0451'SOUTH OF LEVEE ROAD, ON PROLONGATION OF OUTER EDGE OF LEVEE
 EH0451'ROAD FROM EAST AND NORTHWEST, 59 FEET SOUTH OF TOP OF
 EH0451'LEVEE, AND 42.367 METERS (139.00 FEET) FROM STATION,
 EH0451'S 83 DEG 43 MIN W.  STATION P.B.M. 38/A (M.R.C.)
 EH0451'(SEE DESCRIPTION THEREOF) IS 304.95 METERS (1,000.5 FEET)
 EH0451'FROM STATION, S 00 DEG 40 MIN 16 SEC E.  LEVEE
 EH0451'MILEPOST 20/21 IS 449 FEET EAST OF STATION.
 EH0451
 EH0451                          STATION RECOVERY (1935)
 EH0451
 EH0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH0451'STATION AND REFERENCE MARK NO.1 WERE RECOVERED AS DESCRIBED
 EH0451'AND FOUND IN GOOD CONDITION.
 EH0451'
 EH0451'STATION IS ABOUT 6 MILES SW FROM RENALARA RAILROAD STATION.
 EH0451'
 EH0451'TO REACH FROM RENALARA RAILROAD STATION GO S ON ROUTE 1 FOR
 EH0451'5.0 MILES TO DIXIE.  TURN W AND FOLLOW FIELD ROAD TO THE MOST
 EH0451'NW CROSSING OVER NEW LEVEE.  CROSS LEVEE AND FOLLOW BANQUETTE
 EH0451'ROAD ON OUTER AND OLDEST LEVEE TO STATION.
 EH0451
 EH0451                          STATION RECOVERY (1939)
 EH0451
 EH0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 EH0451'5 MI N FROM ROUNDLAKE.
 EH0451'P. B. M. TRI. CHARLES IS A BRONZE DISC SET IN TOP OF A CONCRETE POST
 EH0451'AND ON THE LEFT BANK OF MISSISSIPPI RIVER, COAHOMA CO. MISS.  ACROSS
 EH0451'RIVER FROM MOUTH OF CHUTE OF ISLAND NO. 66.  ON THE BANQUETTE OF THE
 EH0451'LEVEE.  449 FEET WEST OF LEVEE M.P. 20/21.  138 FEET EAST OF WHERE THE
 EH0451'LONG STRETCH OF LEVEE RUNNING EAST AND WEST TURNS OR CURVES TO THE
 EH0451'NORTHWEST.
 EH0451
 EH0451                          STATION RECOVERY (1952)
 EH0451
 EH0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WBH)
 EH0451'BENCH MARK AND REFERENCE MARK NO. 1 ARE DESTROYED.
 EH0451'
 EH0451'THESE MARKS WERE FOUND DUG UP BY OUR MR. HARRIS AND WERE
 EH0451'BROUGHT TO MEMPHIS OFFICE IN DECEMBER, 1952.
 EH0451
 EH0451                          STATION RECOVERY (1957)
 EH0451
 EH0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EH0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7814 ***********************************************************************
 AJ7814  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7814  DESIGNATION -  CHARLES
 AJ7814  PID         -  AJ7814
 AJ7814  STATE/COUNTY-  MS/TALLAHATCHIE
 AJ7814  USGS QUAD   -  PAYNES (1981)
 AJ7814
 AJ7814                         *CURRENT SURVEY CONTROL
 AJ7814  ___________________________________________________________________
 AJ7814* NAD 83(2007)-  33 59 17.00156(N)    090 04 44.77502(W)     ADJUSTED  
 AJ7814* NAVD 88     -        52.8    (meters)     173.     (feet)  GPS OBS   
 AJ7814  ___________________________________________________________________
 AJ7814  EPOCH DATE  -        2002.00
 AJ7814  X           -      -7,309.073 (meters)                     COMP
 AJ7814  Y           -  -5,294,016.081 (meters)                     COMP
 AJ7814  Z           -   3,545,363.000 (meters)                     COMP
 AJ7814  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AJ7814  ELLIP HEIGHT-          26.600 (meters)          (02/10/07) ADJUSTED
 AJ7814  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AJ7814
 AJ7814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7814  Type    PID    Designation                      North   East  Ellip
 AJ7814  -------------------------------------------------------------------
 AJ7814  NETWORK AJ7814 CHARLES                           0.71   0.69   2.80
 AJ7814  -------------------------------------------------------------------
 AJ7814
 AJ7814.The horizontal coordinates were established by GPS observations
 AJ7814.and adjusted by the National Geodetic Survey in February 2007.
 AJ7814
 AJ7814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7814.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7814.The epoch date for horizontal control is a decimal equivalence
 AJ7814.of Year/Month/Day.
 AJ7814
 AJ7814.The orthometric height was determined by GPS observations and a
 AJ7814.high-resolution geoid model.
 AJ7814
 AJ7814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7814
 AJ7814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7814
 AJ7814.The ellipsoidal height was determined by GPS observations
 AJ7814.and is referenced to NAD 83.
 AJ7814
 AJ7814.The geoid height was determined by GEOID03.
 AJ7814
 AJ7814;                    North         East     Units Scale Factor Converg.
 AJ7814;SPC MS W     -   497,651.559   723,489.048   MT  0.99995680   +0 08 31.6
 AJ7814;SPC MS W     - 1,632,711.82  2,373,646.98   sFT  0.99995680   +0 08 31.6
 AJ7814;UTM  15      - 3,764,678.375   769,820.314   MT  1.00049757   +1 38 01.8
 AJ7814;UTM  16      - 3,765,106.695   215,559.873   MT  1.00059748   -1 43 20.8
 AJ7814
 AJ7814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7814!SPC MS W     -   0.99999582  x   0.99995680  =   0.99995262
 AJ7814!UTM  15      -   0.99999582  x   1.00049757  =   1.00049339
 AJ7814!UTM  16      -   0.99999582  x   1.00059748  =   1.00059330
 AJ7814
 AJ7814                          SUPERSEDED SURVEY CONTROL
 AJ7814
 AJ7814  ELLIP H (04/15/02)   26.593  (m)                       GP(       ) 4 2
 AJ7814  NAD 83(1993)-  33 59 17.00137(N)    090 04 44.77438(W) AD(       ) B
 AJ7814  ELLIP H (02/15/02)   26.599  (m)                       GP(       ) 4 1
 AJ7814
 AJ7814.Superseded values are not recommended for survey control.
 AJ7814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7814.See file dsdata.txt to determine how the superseded data were derived.
 AJ7814
 AJ7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6982064678(NAD 83)
 AJ7814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ7814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7814_STAMPING: MDOT CHARLES 2000
 AJ7814_MARK LOGO: NONE  
 AJ7814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7814+STABILITY: SURFACE MOTION
 AJ7814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7814+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 AJ7814
 AJ7814  HISTORY     - Date     Condition        Report By
 AJ7814  HISTORY     - 2000     MONUMENTED       MSHD
 AJ7814  HISTORY     - 20080212 GOOD             MSDOT
 AJ7814
 AJ7814                          STATION DESCRIPTION
 AJ7814
 AJ7814'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 (HL)
 AJ7814'THE STATION IS LOCATED AT THE SMALL AIRPORT SOUTH SOUTHWEST OF
 AJ7814'CHARLESTON, MS.  DRIVE SOUTH FROM CHARLESTON ON RTES 32 AND 35 FOR 1.6
 AJ7814'MI (2.6 KM), THEN TURN WEST AND FOLLOW RTE 32 FOR 0.5 MI (0.8 KM) TO
 AJ7814'THE AIRPORT ENTRANCE ON THE RIGHT.  PROCEED NORTH 0.1 MI (0.2 KM) ON
 AJ7814'THE ENTRY DRIVE AND THEN NORTHEAST TO THE NE CORNER OF THE PAVED
 AJ7814'PARKING RAMP.  THE STATION IS 280 FT (85.3 M) NORTH OF THE CENTER OF
 AJ7814'THE TAXIWAY, 125 FT (38.1 M) WEST OF THE WEST EDGE OF THE RUNWAY, AND
 AJ7814'2 FT (0.6 M) EAST OF THE NORTHEAST CORNER OF AN ASPHALT PARKING RAMP.
 AJ7814'THE MARK IS A PLAIN DISK SET FLUSH WITH THE GROUND IN THE TOP OF A
 AJ7814'ROUND CONCRETE MONUMENT.
 AJ7814
 AJ7814                          STATION RECOVERY (2008)
 AJ7814
 AJ7814'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 AJ7814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2065 ***********************************************************************
 BW2065  DESIGNATION -  CHARLES BOLT
 BW2065  PID         -  BW2065
 BW2065  STATE/COUNTY-  MS/ADAMS
 BW2065  USGS QUAD   -  NATCHEZ (1976)
 BW2065
 BW2065                         *CURRENT SURVEY CONTROL
 BW2065  ___________________________________________________________________
 BW2065* NAD 83(1986)-  31 33 36.     (N)    091 24 38.     (W)     SCALED    
 BW2065* NAVD 88     -        24.18   (+/-2cm)      79.3    (feet)  VERTCON   
 BW2065  ___________________________________________________________________
 BW2065  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW2065  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW2065
 BW2065.The horizontal coordinates were scaled from a topographic map and have
 BW2065.an estimated accuracy of +/- 6 seconds.
 BW2065
 BW2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2065.The vertical order pertains to the NGVD 29 superseded value.
 BW2065
 BW2065.The geoid height was determined by GEOID03.
 BW2065
 BW2065;                    North         East    Units  Estimated Accuracy
 BW2065;SPC MS W     -   228,870.      597,730.      MT  (+/- 180 meters Scaled)
 BW2065
 BW2065                          SUPERSEDED SURVEY CONTROL
 BW2065
 BW2065  NGVD 29 (??/??/92)   24.173  (m)           79.31   (f) ADJ UNCH    1 2
 BW2065
 BW2065.Superseded values are not recommended for survey control.
 BW2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2065.See file dsdata.txt to determine how the superseded data were derived.
 BW2065
 BW2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ508927(NAD 83)
 BW2065_MARKER: B = BOLT
 BW2065_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BW2065+WITH SETTING: PAVEMENT
 BW2065_SP_SET: CONCRETE SLAB
 BW2065_MARK LOGO: USE   
 BW2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2065+STABILITY: SURFACE MOTION
 BW2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2065+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 BW2065
 BW2065  HISTORY     - Date     Condition        Report By
 BW2065  HISTORY     - UNK      MONUMENTED       USE
 BW2065  HISTORY     - 1938     GOOD             CGS
 BW2065  HISTORY     - 20070325 GOOD             MSSU
 BW2065
 BW2065                          STATION DESCRIPTION
 BW2065
 BW2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (KBJ)
 BW2065'AT NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF MISSISSIPPI RIVER, ON
 BW2065'THE RIVER FRONT, 25 FEET HILLSIDE OF SILVER STREET, 5 FEET DOWNSTREAM
 BW2065'FROM THE CORNER OF THE CONTI BRICK BUILDING, OPPOSITE THE BLUFF CITY
 BW2065'WHARF CO. OFFICE, AND DIRECTLY BACK OF THE U.S. ENGINEERS NATCHEZ
 BW2065'GAGE.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE SLAB ABOUT 3 FEET
 BW2065'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 BW2065'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BW2065
 BW2065                          STATION RECOVERY (2007)
 BW2065
 BW2065'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (RDB)
 BW2065'IT IS ON TOP OF THE BLUFF, OFF OF BROADWAY JUST BEFORE SILVER  STREET
 BW2065'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0770 ***********************************************************************
 BW0770  DESIGNATION -  CHARLES CAP
 BW0770  PID         -  BW0770
 BW0770  STATE/COUNTY-  MS/ADAMS
 BW0770  USGS QUAD   -  NATCHEZ (1976)
 BW0770
 BW0770                         *CURRENT SURVEY CONTROL
 BW0770  ___________________________________________________________________
 BW0770* NAD 83(1986)-  31 33 36.     (N)    091 24 38.     (W)     SCALED    
 BW0770* NAVD 88     -        25.312  (meters)      83.04   (feet)  ADJUSTED  
 BW0770  ___________________________________________________________________
 BW0770  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0770  DYNAMIC HT  -          25.282 (meters)      82.95  (feet)  COMP
 BW0770  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BW0770
 BW0770  VERT ORDER  -  FIRST     CLASS II
 BW0770
 BW0770.The horizontal coordinates were scaled from a topographic map and have
 BW0770.an estimated accuracy of +/- 6 seconds.
 BW0770
 BW0770.The orthometric height was determined by differential leveling
 BW0770.and adjusted in June 1991.
 BW0770
 BW0770.The geoid height was determined by GEOID03.
 BW0770
 BW0770.The dynamic height is computed by dividing the NAVD 88
 BW0770.geopotential number by the normal gravity value computed on the
 BW0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0770.degrees latitude (g = 980.6199 gals.).
 BW0770
 BW0770.The modeled gravity was interpolated from observed gravity values.
 BW0770
 BW0770;                    North         East    Units  Estimated Accuracy
 BW0770;SPC MS W     -   228,870.      597,730.      MT  (+/- 180 meters Scaled)
 BW0770
 BW0770                          SUPERSEDED SURVEY CONTROL
 BW0770
 BW0770  NGVD 29 (??/??/??)   25.292  (m)           82.98   (f) ADJUSTED    1 2
 BW0770
 BW0770.Superseded values are not recommended for survey control.
 BW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0770.See file dsdata.txt to determine how the superseded data were derived.
 BW0770
 BW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ508927(NAD 83)
 BW0770_MARKER: P = PIPE CAP
 BW0770_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0770_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0770_MARK LOGO: USE   
 BW0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0770
 BW0770  HISTORY     - Date     Condition        Report By
 BW0770  HISTORY     - UNK      MONUMENTED       USE
 BW0770  HISTORY     - 1968     GOOD             MSHD
 BW0770
 BW0770                          STATION DESCRIPTION
 BW0770
 BW0770'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0770'IN NATCHEZ.
 BW0770'THE MARK IS LOCATED NEAR THE NORTHWEST CORNER OF THE MOST SOUTHERN OF
 BW0770'A GROUP OF OLD BRICK BUILDINGS ON THE EAST BANK OF THE MISSISSIPPI
 BW0770'RIVER AT THE NORTHWEST EDGE OF NATCHEZ APPROXIMATELY 0.3 MILE
 BW0770'NORTHEAST OF THE U.S. HIGHWAY 98 AND 84 RIVER BRIDGE.  IT IS 23 FEET
 BW0770'SOUTH OF THE CENTER OF SILVER STREET, 40 FEET SOUTH OF A POWER LINE
 BW0770'POLE WITH A LAMP ON IT, 5.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 BW0770'AN OLD BRICK BUILDING, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BW0770'USE CAP BOLTED TO THE TOP OF A 5 INCH IRON PIPE ABOUT LEVEL WITH THE
 BW0770'STREET AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S. POST OFFICE ON
 BW0770'THE CORNER OF CANAL AND JEFFERSON STREETS IN NATCHEZ GO NORTHWEST ON
 BW0770'JEFFERSON STREET FOR 0.05 MILE TO THE INTERSECTION OF BROADWAY STREET.
 BW0770'TURN LEFT (SOUTHWEST) AND CONTINUE ON BROADWAY STREET FOR 0.25 MILE
 BW0770'TO STATE STREET ON THE LEFT AND SILVER STREET ON THE RIGHT. TURN RIGHT
 BW0770'(SOUTHWEST) AND CONTINUE ON SILVER STREET FOR 0.25 MILE TO THE MOST
 BW0770'SOUTHERN OF A GROUP OF OLD BRICK BUILDINGS AND THE MARK ON THE LEFT AS
 BW0770'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0450 ***********************************************************************
 EH0450  DESIGNATION -  CHARLES RM 1
 EH0450  PID         -  EH0450
 EH0450  STATE/COUNTY-  MS/COAHOMA
 EH0450  USGS QUAD   -  RENA LARA (1982)
 EH0450
 EH0450                         *CURRENT SURVEY CONTROL
 EH0450  ___________________________________________________________________
 EH0450* NAD 83(1986)-  34 08 09.     (N)    090 51 48.     (W)     SCALED    
 EH0450* NAVD 88     -        52.248  (meters)     171.42   (feet)  POSTED    
 EH0450  ___________________________________________________________________
 EH0450  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH0450  DYNAMIC HT  -          52.200 (meters)     171.26  (feet)  COMP
 EH0450  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 EH0450
 EH0450  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EH0450
 EH0450.The horizontal coordinates were scaled from a topographic map and have
 EH0450.an estimated accuracy of +/- 6 seconds.
 EH0450
 EH0450.The orthometric height was determined by differential leveling
 EH0450.and adjusted by the  in 1992.
 EH0450.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EH0450.was located on a no-check spur therefore a value was not computed.
 EH0450.No vertical observational check was made to the station.
 EH0450
 EH0450.The geoid height was determined by GEOID03.
 EH0450
 EH0450.The dynamic height is computed by dividing the NAVD 88
 EH0450.geopotential number by the normal gravity value computed on the
 EH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0450.degrees latitude (g = 980.6199 gals.).
 EH0450
 EH0450.The modeled gravity was interpolated from observed gravity values.
 EH0450
 EH0450;                    North         East    Units  Estimated Accuracy
 EH0450;SPC MS W     -   514,140.      651,120.      MT  (+/- 180 meters Scaled)
 EH0450
 EH0450                          SUPERSEDED SURVEY CONTROL
 EH0450
 EH0450  NGVD 29 (??/??/??)   52.310  (m)          171.62   (f) ADJUSTED    1 2
 EH0450
 EH0450.Superseded values are not recommended for survey control.
 EH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0450.See file dsdata.txt to determine how the superseded data were derived.
 EH0450
 EH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT970792(NAD 83)
 EH0450_MARKER: DR = REFERENCE MARK DISK
 EH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0450_STAMPING: CHARLES TRI. R.M. NO. 1
 EH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0450+STABILITY: SURFACE MOTION
 EH0450
 EH0450  HISTORY     - Date     Condition        Report By
 EH0450  HISTORY     - 1929     MONUMENTED       CGS
 EH0450  HISTORY     - 1939     GOOD             CGS
 EH0450  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0450
 EH0450                          STATION DESCRIPTION
 EH0450
 EH0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0450'5 MI N FROM ROUNDLAKE.
 EH0450'B. M. IS A BRONZE DISC SET IN THE TOP OF A CONCRETE POST AND LOCATED
 EH0450'ON THE LEFT BANK OF MISSISSIPPI RIVER IN COAHOMA CO. MISS. ACROSS
 EH0450'RIVER FROM MOUTH OF CHUTE OF ISLAND 66.  59 FEET SOUTH OF TOP OF
 EH0450'LEVEE, AND 12 FEET SOUTH OF LEVEE ROAD.
 EH0450
 EH0450                          STATION RECOVERY (1957)
 EH0450
 EH0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EH0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2729 ***********************************************************************
 EH2729  DESIGNATION -  CHARLESTON
 EH2729  PID         -  EH2729
 EH2729  STATE/COUNTY-  MS/TALLAHATCHIE
 EH2729  USGS QUAD   -  CHARLESTON (1982)
 EH2729
 EH2729                         *CURRENT SURVEY CONTROL
 EH2729  ___________________________________________________________________
 EH2729* NAD 83(1993)-  34 00 26.07803(N)    090 02 51.26422(W)     ADJUSTED  
 EH2729* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 EH2729  ___________________________________________________________________
 EH2729  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EH2729  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH2729  HORZ ORDER  -  THIRD
 EH2729
 EH2729.The horizontal coordinates were established by classical geodetic methods
 EH2729.and adjusted by the National Geodetic Survey in May 1994.
 EH2729
 EH2729.The orthometric height was scaled from a topographic map.
 EH2729
 EH2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2729
 EH2729.The geoid height was determined by GEOID03.
 EH2729
 EH2729;                    North         East     Units Scale Factor Converg.
 EH2729;SPC MS W     -   499,787.504   726,396.351   MT  0.99995859   +0 09 35.4
 EH2729;SPC MS W     - 1,639,719.50  2,383,185.36   sFT  0.99995859   +0 09 35.4
 EH2729;UTM  15      - 3,766,890.514   772,672.580   MT  1.00051664   +1 39 08.3
 EH2729;UTM  16      - 3,767,148.177   218,537.023   MT  1.00057670   -1 42 20.2
 EH2729
 EH2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2729!SPC MS W     -   0.99999408  x   0.99995859  =   0.99995267
 EH2729!UTM  15      -   0.99999408  x   1.00051664  =   1.00051072
 EH2729!UTM  16      -   0.99999408  x   1.00057670  =   1.00057078
 EH2729
 EH2729|---------------------------------------------------------------------|
 EH2729| PID    Reference Object                     Distance      Geod. Az  |
 EH2729|                                                           dddmmss.s |
 EH2729| CY5419 CHARLESTON RM 1                      27.469 METERS 00827     |
 EH2729| CY5418 CHARLESTON AZ MK                                   2671948.2 |
 EH2729| CY5420 CHARLESTON RM 2                      27.232 METERS 27412     |
 EH2729| EH2728 CHARLESTON MUNICIPAL TANK           239.219 METERS 29137     |
 EH2729|---------------------------------------------------------------------|
 EH2729
 EH2729                          SUPERSEDED SURVEY CONTROL
 EH2729
 EH2729  NAD 83(1986)-  34 00 26.08913(N)    090 02 51.26208(W) AD(       ) 3
 EH2729  NAD 27      -  34 00 25.68020(N)    090 02 50.93450(W) AD(       ) 3
 EH2729
 EH2729.Superseded values are not recommended for survey control.
 EH2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2729.See file dsdata.txt to determine how the superseded data were derived.
 EH2729
 EH2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7267366891(NAD 83)
 EH2729_MARKER: DS = TRIANGULATION STATION DISK
 EH2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2729
 EH2729  HISTORY     - Date     Condition        Report By
 EH2729  HISTORY     - 1957     MONUMENTED       CGS
 EH2729  HISTORY     - 1968     GOOD             MSHD
 EH2729
 EH2729                          STATION DESCRIPTION
 EH2729
 EH2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2729'THE STATION IS ON THE EAST SIDE OF CHARLESTON, APPROXIMATELY
 EH2729'ON THE SECTION LINE BETWEEN SECTIONS 25 AND 26, T 25 N, R 2 E, ON
 EH2729'THE NORTH SIDE OF STATE ROUTE 32, AND ON THE SOUTHEAST CORNER OF
 EH2729'THE HOWARD ZINK CORPORATION GROUNDS.
 EH2729'
 EH2729'TO REACH FROM THE COURTHOUSE IN CHARLESTON, GO EAST ON STATE
 EH2729'ROUTE 32 FOR 0.5 MILE TO THE HOWARD ZINK CORPORATION AND THE
 EH2729'STATION ON THE LEFT, 45 FEET NORTH OF THE CENTERLINE OF STATE
 EH2729'ROUTE 32.
 EH2729'
 EH2729'STATION MARKS ARE STANDARD DISKS STAMPED CHARLESTON 1957.  THE
 EH2729'SURFACE DISK IS SET IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE
 EH2729'OF THE GROUND.  IT IS 65 FEET WEST OF THE SOUTHWEST CORNER
 EH2729'OF A CONCRETE BLOCK BUILDING, AND 25 FEET NORTHWEST OF A FIRE
 EH2729'HYDRANT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH2729'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2729'
 EH2729'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHARLESTON NO 1
 EH2729'1957, IS SET IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF
 EH2729'THE GROUND.  IT IS 113 FEET EAST OF THE SOUTHEAST CORNER OF THE
 EH2729'HOWARD ZINK CORPORATION BUILDING, AND 26 FEET WEST OF THE CENTER
 EH2729'OF A GRAVEL ROAD.
 EH2729'
 EH2729'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHARLESTON NO 2
 EH2729'1957, IS SET IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF
 EH2729'THE GROUND.  IT IS 77 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EH2729'THE HOWARD ZINK CORPORATION BUILDING, 52 FEET NORTH OF THE
 EH2729'CENTER OF STATE ROUTE 32, AND 24 FEET NORTH OF THE NORTH EDGE
 EH2729'OF A SIDEWALK.
 EH2729'
 EH2729'AZIMUTH MARK, A STANDARD DISK STAMPED CHARLESTON 1957, IS SET
 EH2729'IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
 EH2729'IT IS 43 FEET SOUTHEAST OF THE CENTER OF A MANHOLE COVER IN THE
 EH2729'CENTER OF AN INTERSECTION, 28-1/2 FEET EAST OF THE CENTER OF A
 EH2729'CROSS STREET, 32 FEET SOUTH OF A METAL STREETLIGHT POLE, AND
 EH2729'2 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK.
 EH2729'
 EH2729'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST FOR 0.4 MILE TO
 EH2729'A ROAD INTERSECTION AND THE AZIMUTH MARK ON THE LEFT, IN THE
 EH2729'SOUTHEAST ANGLE OF THE INTERSECTION.
 EH2729'
 EH2729'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 EH2729
 EH2729                          STATION RECOVERY (1968)
 EH2729
 EH2729'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 EH2729'THE STATION WAS VISITED 4-11-68 AND THE STATION MARK REFERENCE
 EH2729'MARK NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 EH2729'CONDITION.
 EH2729'
 EH2729'THE STATION IS LOCATED 0.5 MILE EAST OF THE APPROXIMATE CENTER
 EH2729'OF CHARLESTON AT THE SOUTHEAST CORNER OF THE GROUNDS OF THE
 EH2729'GROUNDS OF THE MCGREGOR-DONIGER INC., NEAR THE CENTER OF THE
 EH2729'WEST SIDE OF SECTION 25, T 25N, R 2E.  IT IS 44.5 FEET NORTH OF
 EH2729'THE CENTER OF HIGHWAY 32, 39 FEET WEST OF THE CENTER OF A
 EH2729'GRAVELED STREET, 129 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EH2729'THE EAST WING OF THE CONCRETE BLOCK FACTORY, 100 FEET EAST OF
 EH2729'THE EXTENDED EAST WALL OF THE EAST WING OF THE FACTORY,
 EH2729'119 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST WING
 EH2729'OF A RED BRICK CHURCH, 25 FEET NORTHWEST OF A FIRE PLUG,
 EH2729'62.5 FEET NORTHWEST OF A POWER POLE WITH A LAMP AND A GUY
 EH2729'WIRE EXTENDING ACROSS THE HIGHWAY, 17.5 FEET NORTH OF
 EH2729'THE NORTH EDGE OF A WALK AND 1 FOOT NORTH OF A METAL
 EH2729'WITNESS POST.
 EH2729'
 EH2729'IT IS A STANDARD TRIANGULATION DISK, STAMPED CHARLESTON 1957
 EH2729'FLUSH WITH THE GROUND.
 EH2729'
 EH2729'REFERENCE MARK NO. 1 IS 90.11 FEET NORTH OF THE STATION.  IT IS
 EH2729'134.5 FEET NORTH OF THE CENTER OF HIGHWAY 32, 24 FEET WEST
 EH2729'OF THE CENTER OF A GRAVELED STREET, 112.5 FEET EAST OF THE
 EH2729'SOUTHEAST CORNER OF THE EAST WING OF THE FACTORY, 6 FEET NORTH OF
 EH2729'THE EXTENDED SOUTH WALL OF THE EAST WING OF THE FACTORY, 88
 EH2729'FEET WEST OF THE NORTHWEST CORNER OF THE WEST WING OF A RED
 EH2729'BRICK CHURCH, 58.5 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 EH2729'TRANSFORMER AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 EH2729'STANDARD DISK STAMPED CHARLESTON NO 1 1957 FLUSH WITH THE
 EH2729'GROUND.
 EH2729'
 EH2729'REFERENCE MARK NO. 2 IS 89.34 FEET WEST OF THE STATION.
 EH2729'IT IS 51 FEET NORTH OF THE CENTER OF MISSISSIPPI HIGHWAY 32, 77
 EH2729'FEET SOUTH OF THE SOUTHEAST CORNER OF THE EAST WING OF THE
 EH2729'CONCRETE BLOCK FACTORY, 10.5 FEET EAST OF THE EXTENDED EAST
 EH2729'WALL OF THE EAST WING OF THE FACTORY, 95.5 FEET NORTHEAST OF A
 EH2729'POWER LINE POLE WITH A LAMP, 72.5 FEET NORTHWEST OF TELEPHONE
 EH2729'CABLE POLE NO. 20 AND 24 FEET NORTH OF THE NORTH EDGE OF A
 EH2729'SIDE WALK.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 EH2729'CHARLESTON NO 2 1957.
 EH2729'
 EH2729'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 131.47
 EH2729'FEET.
 EH2729'
 EH2729'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 42.5
 EH2729'FEET SOUTHEAST OF THE CENTER OF A MANHOLE COVER IN THE CENTER
 EH2729'OF THE INTERSECTION, 15 FEET SOUTH OF THE SOUTH LANE OF HIGHWAY
 EH2729'32, 28.5 FEET EAST OF THE CENTER OF A BLACKTOP STREET, 32 FEET
 EH2729'SOUTH OF A METAL LAMP POLE, 29 FEET NORTH OF A 40 INCH OAK, 1.5
 EH2729'FEET NORTH OF THE NORTH EDGE OF A EAST-WEST SIDE WALK AND 1 FOOT
 EH2729'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK
 EH2729'DISK, STAMPED CHARLESTON 1957 FLUSH WITH THE GROUND.
 EH2729'
 EH2729'TO REACH THE STATION FROM THE FIRST DISTRICT OFFICE OF THE
 EH2729'TALLAHATCHIE COUNTY COURTHOUSE IN CHARLESTON, GO EAST ON
 EH2729'MISSISSIPPI HIGHWAY 32 FOR 0.2 MILE TO A STREET INTERSECTION
 EH2729'AND THE AZIMUTH ON THE RIGHT AS DESCRIBED.  TO REACH THE STATION
 EH2729'CONTINUE EAST ON MISSISSIPPI HIGHWAY 32 FOR 0.3 MILE TO THE
 EH2729'FACTORY AND THE MARK ON THE LEFT AS DESCRIBED.  (NOTE) THE
 EH2729'AZIMUTH IS VISIBLE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2727 ***********************************************************************
 EH2727  DESIGNATION -  CHARLESTON FIRST DIST CO CTHSE
 EH2727  PID         -  EH2727
 EH2727  STATE/COUNTY-  MS/TALLAHATCHIE
 EH2727  USGS QUAD   -  CHARLESTON (1982)
 EH2727
 EH2727                         *CURRENT SURVEY CONTROL
 EH2727  ___________________________________________________________________
 EH2727* NAD 83(1993)-  34 00 25.58346(N)    090 03 27.28476(W)     ADJUSTED  
 EH2727* NAVD 88     -              **(meters)            **(feet)            
 EH2727  ___________________________________________________________________
 EH2727  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EH2727  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH2727  HORZ ORDER  -  THIRD
 EH2727
 EH2727.The horizontal coordinates were established by classical geodetic methods
 EH2727.and adjusted by the National Geodetic Survey in May 1994.
 EH2727
 EH2727
 EH2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2727
 EH2727.The geoid height was determined by GEOID03.
 EH2727
 EH2727;                    North         East     Units Scale Factor Converg.
 EH2727;SPC MS W     -   499,769.733   725,472.138   MT  0.99995800   +0 09 15.2
 EH2727;SPC MS W     - 1,639,661.20  2,380,153.17   sFT  0.99995800   +0 09 15.2
 EH2727;UTM  15      - 3,766,848.654   771,748.630   MT  1.00051044   +1 38 48.1
 EH2727;UTM  16      - 3,767,160.508   217,612.146   MT  1.00058314   -1 42 40.4
 EH2727
 EH2727                          SUPERSEDED SURVEY CONTROL
 EH2727
 EH2727  NAD 83(1986)-  34 00 25.59434(N)    090 03 27.28259(W) AD(       ) 4
 EH2727  NAD 27      -  34 00 25.19600(N)    090 03 26.95500(W) AD(       ) 3
 EH2727
 EH2727.Superseded values are not recommended for survey control.
 EH2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2727.See file dsdata.txt to determine how the superseded data were derived.
 EH2727
 EH2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7174966849(NAD 83)
 EH2727_MARKER: 87 = DOME
 EH2727
 EH2727  HISTORY     - Date     Condition        Report By
 EH2727  HISTORY     - 1957     FIRST OBSERVED   CGS
 EH2727  HISTORY     - 1968     GOOD             MSHD
 EH2727
 EH2727                          STATION DESCRIPTION
 EH2727
 EH2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2727'STATION IS THE TOP CENTER OF THE SILVER PAINTED DOME ATOP
 EH2727'THE COURTHOUSE IN THE TOWN OF CHARLESTON.  THE BUILDING
 EH2727'IS CONSTRUCTED OF BRICK, PAINTED WHITE.  THE DOME IS ABOUT
 EH2727'70 FEET HIGH.
 EH2727'
 EH2727'STATION IS ON STATE ROUTE 32, AND IN THE CENTER OF COURT
 EH2727'SQUARE IN CHARLESTON.
 EH2727
 EH2727                          STATION RECOVERY (1968)
 EH2727
 EH2727'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 EH2727'THE STATION WAS VISITED 3-21-68 AND THE STATION WAS FOUND IN GOOD
 EH2727'CONDITION.
 EH2727'
 EH2727'THE STATION IS LOCATED IN THE CENTER OF THE SQUARE IN CHARLESTON IN
 EH2727'THE SOUTHEAST 1/4 OF SECTION 26N, R 2E.  THE DOME IS ATOP A SQUARE
 EH2727'TOWER STRUCTURE RISING FROM THE CENTER OF A WHITE PAINTED BRICK
 EH2727'CONSTRUCTED BUILDING.  THERE ARE FOUR CLOCKS BELOW THE SILVER
 EH2727'PAINTED DOME AND IT IS APPROXIMATELY 70 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2728 ***********************************************************************
 EH2728  DESIGNATION -  CHARLESTON MUNICIPAL TANK
 EH2728  PID         -  EH2728
 EH2728  STATE/COUNTY-  MS/TALLAHATCHIE
 EH2728  USGS QUAD   -  CHARLESTON (1982)
 EH2728
 EH2728                         *CURRENT SURVEY CONTROL
 EH2728  ___________________________________________________________________
 EH2728* NAD 83(1993)-  34 00 28.93778(N)    090 02 59.93136(W)     ADJUSTED  
 EH2728* NAVD 88     -              **(meters)            **(feet)            
 EH2728  ___________________________________________________________________
 EH2728  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EH2728  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH2728  HORZ ORDER  -  THIRD
 EH2728
 EH2728.The horizontal coordinates were established by classical geodetic methods
 EH2728.and adjusted by the National Geodetic Survey in May 1994.
 EH2728
 EH2728
 EH2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2728
 EH2728.The geoid height was determined by GEOID03.
 EH2728
 EH2728;                    North         East     Units Scale Factor Converg.
 EH2728;SPC MS W     -   499,874.997   726,173.716   MT  0.99995844   +0 09 30.5
 EH2728;SPC MS W     - 1,640,006.55  2,382,454.93   sFT  0.99995844   +0 09 30.5
 EH2728;UTM  15      - 3,766,972.224   772,447.617   MT  1.00051513   +1 39 03.6
 EH2728;UTM  16      - 3,767,242.929   218,317.218   MT  1.00057823   -1 42 25.2
 EH2728
 EH2728                          SUPERSEDED SURVEY CONTROL
 EH2728
 EH2728  NAD 83(1986)-  34 00 28.94885(N)    090 02 59.92918(W) AD(       ) 4
 EH2728  NAD 27      -  34 00 28.54100(N)    090 02 59.60400(W) AD(       ) 3
 EH2728
 EH2728.Superseded values are not recommended for survey control.
 EH2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2728.See file dsdata.txt to determine how the superseded data were derived.
 EH2728
 EH2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7244866972(NAD 83)
 EH2728_MARKER: 53 = ELEVATED TANK
 EH2728
 EH2728  HISTORY     - Date     Condition        Report By
 EH2728  HISTORY     - 1957     FIRST OBSERVED   CGS
 EH2728  HISTORY     - 1968     GOOD             MSHD
 EH2728
 EH2728                          STATION DESCRIPTION
 EH2728
 EH2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2728'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 80
 EH2728'FEET HIGH, AND SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 EH2728'
 EH2728'THE WORDS CHARLESTON, MISS. ARE PRINTED IN BLACK ON THE SOUTH
 EH2728'SIDE OF THE TANK.
 EH2728'
 EH2728'STATION IS ABOUT 0.4 MILE EAST OF THE COURTHOUSE IN THE
 EH2728'CENTER OF CHARLESTON ALONG STATE ROUTE 32, AND ABOUT 100
 EH2728'YARDS NORTH OF THIS POINT.
 EH2728
 EH2728                          STATION RECOVERY (1968)
 EH2728
 EH2728'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 EH2728'THE STATION WAS VISITED 3-21-68 AND THE STATION WAS FOUND IN GOOD
 EH2728'CONDITION.
 EH2728'
 EH2728'THE STATION IS LOCATED 0.4 MILE EAST OF THE APPROXIMATE CENTER OF
 EH2728'CHARLESTON IN THE NORTHWEST 1/4 OF SECTION 25, T 25N, R 2E.  IT IS A
 EH2728'CONICAL TOP AND A HEMISPHERICAL BOTTOM TYPE TANK ATOP A FOUR LEGGED
 EH2728'STEEL STRUCTURE.  IT IS SILVER IN COLOR WITH THE WORDS CHARLESTON,
 EH2728'MISS. IN BLACK ON THE SOUTH SIDE AND IS APPROXIMATELY 80 FEET
 EH2728'HIGH.  THE FINAL WAS THE POINT OBSERVED.
 EH2728'
 EH2728'TO REACH THE STATION FROM THE FIRST DISTRICT OF THE TALLAHATCHIE
 EH2728'COUNTY COURTHOUSE IN CHARLESTON GO EAST ON MISSISSIPPI HIGHWAY 32
 EH2728'FOR 0.4 MILE TO A SIDE STREET LEFT.  TURN LEFT (NORTH) AND CONTINUE
 EH2728'ON A BLACKTOP STREET FOR 0.05 MILE TO THE TANK ON THE RIGHT AS
 EH2728'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1276 ***********************************************************************
 CO1276  DESIGNATION -  CHARLIE
 CO1276  PID         -  CO1276
 CO1276  STATE/COUNTY-  MS/LAUDERDALE
 CO1276  USGS QUAD   -  MEEHAN (1982)
 CO1276
 CO1276                         *CURRENT SURVEY CONTROL
 CO1276  ___________________________________________________________________
 CO1276* NAD 83(1993)-  32 15 27.35932(N)    088 48 20.76043(W)     ADJUSTED  
 CO1276* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 CO1276  ___________________________________________________________________
 CO1276  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CO1276  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CO1276  HORZ ORDER  -  THIRD
 CO1276
 CO1276.The horizontal coordinates were established by classical geodetic methods
 CO1276.and adjusted by the National Geodetic Survey in May 1994.
 CO1276
 CO1276.The orthometric height was scaled from a topographic map.
 CO1276
 CO1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1276
 CO1276.The geoid height was determined by GEOID03.
 CO1276
 CO1276;                    North         East     Units Scale Factor Converg.
 CO1276;SPC MS E     -   305,713.208   302,597.411   MT  0.99995008   +0 00 53.0
 CO1276;SPC MS E     - 1,002,994.08    992,771.67   sFT  0.99995008   +0 00 53.0
 CO1276;UTM  16      - 3,570,420.190   329,902.059   MT  0.99995681   -0 57 50.5
 CO1276
 CO1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1276!SPC MS E     -   0.99997952  x   0.99995008  =   0.99992960
 CO1276!UTM  16      -   0.99997952  x   0.99995681  =   0.99993633
 CO1276
 CO1276|---------------------------------------------------------------------|
 CO1276| PID    Reference Object                     Distance      Geod. Az  |
 CO1276|                                                           dddmmss.s |
 CO1276| CO1687 CHARLIE RM 1                         27.778 METERS 07305     |
 CO1276| CO1688 CHARLIE RM 2                         28.128 METERS 14730     |
 CO1276| CO1689 CHARLIE AZ MK                                      1681943.8 |
 CO1276| CO1270 WEIR                                APPROX.11.0 KM 2461931.5 |
 CO1276| CO1278 TILLMAN LOOKOUT TOWER               APPROX. 3.7 KM 3321928.0 |
 CO1276|---------------------------------------------------------------------|
 CO1276
 CO1276                          SUPERSEDED SURVEY CONTROL
 CO1276
 CO1276  NAD 83(1993)-  32 15 27.37033(N)    088 48 20.76150(W) AD(       ) 3
 CO1276  NAD 83(1986)-  32 15 27.37219(N)    088 48 20.76284(W) AD(       ) 3
 CO1276  NAD 27      -  32 15 26.84600(N)    088 48 20.59000(W) AD(       ) 3
 CO1276
 CO1276.Superseded values are not recommended for survey control.
 CO1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1276.See file dsdata.txt to determine how the superseded data were derived.
 CO1276
 CO1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA2990270420(NAD 83)
 CO1276_MARKER: DS = TRIANGULATION STATION DISK
 CO1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1276_SP_SET: CONCRETE POST
 CO1276_STAMPING: CHARLIE 1956
 CO1276_MARK LOGO: CGS   
 CO1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1276+STABILITY: SURFACE MOTION
 CO1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1276+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1990
 CO1276
 CO1276  HISTORY     - Date     Condition        Report By
 CO1276  HISTORY     - 1956     MONUMENTED       CGS
 CO1276  HISTORY     - 1956     GOOD             CGS
 CO1276  HISTORY     - 1957     GOOD             CGS
 CO1276  HISTORY     - 1964     GOOD             CGS
 CO1276  HISTORY     - 1964     GOOD             MSHD
 CO1276  HISTORY     - 1976     GOOD             LOCENG
 CO1276  HISTORY     - 19900313 GOOD             MSHD
 CO1276
 CO1276                          STATION DESCRIPTION
 CO1276
 CO1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1276'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF MERIDIAN, 5-1/2 MILES
 CO1276'NORTH OF ENTERPRISE, 2 MILES WEST OF U.S. HIGHWAY 11 AND IS ON
 CO1276'PROPERTY OWNED BY MR. JOHN GADDIS.  IT IS 91 FEET EAST OF THE
 CO1276'CENTER OF A GRADED ROAD, 25 FEET SOUTHEAST OF A 10 INCH BLACK OAK
 CO1276'TREE WITH A BLAZE ON THE SOUTH SIDE AND 9 FEET EAST OF A WHITE
 CO1276'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHARLIE
 CO1276'1956.
 CO1276'
 CO1276'REFERENCE MARK 1 IS 18 FEET SOUTHWEST OF A 4 INCH PINE TREE.  THE
 CO1276'MARK IS FLUSH AND THE DISK IS STAMPED CHARLIE NO 1 1956.
 CO1276'
 CO1276'REFERENCE MARK 2 IS 58 FEET NORTHEAST OF THE CENTER OF A TRACK
 CO1276'ROAD AND 53 FEET SOUTHWEST OF A 12 INCH BLACK OAK TREE.  THE MARK
 CO1276'IS FLUSH AND THE DISK IS STAMPED CHARLIE NO 2 1956.
 CO1276'
 CO1276'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRADED ROAD AND 4
 CO1276'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 CO1276'AND THE DISK IS STAMPED CHARLIE 1956.
 CO1276'
 CO1276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND 11
 CO1276'AT THE OVERPASS IN THE SOUTHWEST EDGE OF MERIDIAN, GO SOUTHWEST ON
 CO1276'HIGHWAY 11 FOR 5.75 MILES TO A CROSSROAD, JUST NORTH OF A CONCRETE
 CO1276'BLOCK BUILDING, TURN RIGHT AND GO WEST ON GRADED ROAD FOR 2.8
 CO1276'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON GRADED ROAD FOR
 CO1276'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 CO1276'ON GRADED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 CO1276'DESCRIBED.
 CO1276'
 CO1276'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CO1276
 CO1276                          STATION RECOVERY (1956)
 CO1276
 CO1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1276'RECOVERED IN GOOD CONDITION.
 CO1276
 CO1276                          STATION RECOVERY (1957)
 CO1276
 CO1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 CO1276'STATION AND RMS 1 AND 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CO1276'ADEQUATE.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 CO1276
 CO1276                          STATION RECOVERY (1964)
 CO1276
 CO1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 CO1276'RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 CO1276
 CO1276                          STATION RECOVERY (1964)
 CO1276
 CO1276'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1276'THE STATION WAS VISITED JANUARY 1964 AND ALL MARKS WERE FOUND IN
 CO1276'GOOD CONDITION.
 CO1276'
 CO1276'THE 1956 DESCRIPTION BY W.N. MARTIN IS ADEQUATE.
 CO1276'
 CO1276'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND THE
 CO1276'AZIMUTH.
 CO1276
 CO1276                          STATION RECOVERY (1976)
 CO1276
 CO1276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CO1276'CHARLIE RECOVERED IN GOOD CONDITION.
 CO1276'
 CO1276'DISTANCE AND DIRECTION FROM NEAREST TOWN--S. OF MERIDIAN.
 CO1276
 CO1276                          STATION RECOVERY (1990)
 CO1276
 CO1276'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1276'STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHWEST OF MERIDIAN ON THE
 CO1276'EAST SIDE OF A PRIVATE ROAD, 2.3 MI (3.7 KM) WEST SOUTHWEST OF THE
 CO1276'COMMUNITY OF SAVOY AND IS IN SECTION 19, T 5N, R 15E.
 CO1276'TO REACH FROM THE I-20 AND I-59 BRIDGE OVER U.S. HIGHWAY 11 IN
 CO1276'MERIDIAN, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 5.9 MI (9.5 KM) TO A
 CO1276'CROSSROAD, TURN RIGHT AND GO WEST ON MEEH SAVOY ROAD FOR 2.75 MI
 CO1276'(4.43 KM) TO A PRIVATE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON A
 CO1276'GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT.
 CO1276'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1276'FLUSH WITH THE GROUND, 102 FT (31.1 M) SOUTHWEST OF A 16 INCH OAK,
 CO1276'90.5 FT (27.6 M) EAST OF THE CENTER OF A GRAVEL ROAD AND 1 FT
 CO1276'(0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2265 ***********************************************************************
 BW2265  DESIGNATION -  CHATAWA ST M OF PINES SM TANK
 BW2265  PID         -  BW2265
 BW2265  STATE/COUNTY-  MS/PIKE
 BW2265  USGS QUAD   -  OSYKA (1972)
 BW2265
 BW2265                         *CURRENT SURVEY CONTROL
 BW2265  ___________________________________________________________________
 BW2265* NAD 83(1993)-  31 03 28.28280(N)    090 27 45.08886(W)     ADJUSTED  
 BW2265* NAVD 88     -              **(meters)            **(feet)            
 BW2265  ___________________________________________________________________
 BW2265  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BW2265  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW2265  HORZ ORDER  -  THIRD
 BW2265
 BW2265.The horizontal coordinates were established by classical geodetic methods
 BW2265.and adjusted by the National Geodetic Survey in May 1994.
 BW2265
 BW2265
 BW2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2265
 BW2265.The geoid height was determined by GEOID03.
 BW2265
 BW2265;                    North         East     Units Scale Factor Converg.
 BW2265;SPC MS W     -   172,698.114   687,669.743   MT  0.99995187   -0 03 59.9
 BW2265;SPC MS W     -   566,593.73  2,256,129.82   sFT  0.99995187   -0 03 59.9
 BW2265;SPC LA S     -   283,855.636 1,083,122.837   MT  1.00009569   +0 26 07.5
 BW2265;SPC LA S     -   931,283.03  3,553,545.51   sFT  1.00009569   +0 26 07.5
 BW2265;UTM  15      - 3,438,781.156   742,133.689   MT  1.00032325   +1 18 35.0
 BW2265
 BW2265                          SUPERSEDED SURVEY CONTROL
 BW2265
 BW2265  NAD 83(1993)-  31 03 28.29111(N)    090 27 45.08512(W) AD(       ) 4
 BW2265  NAD 83(1986)-  31 03 28.29797(N)    090 27 45.08489(W) AD(       ) 4
 BW2265  NAD 27      -  31 03 27.66438(N)    090 27 44.73698(W) AD(       ) 3
 BW2265
 BW2265.Superseded values are not recommended for survey control.
 BW2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2265.See file dsdata.txt to determine how the superseded data were derived.
 BW2265
 BW2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4213438781(NAD 83)
 BW2265_MARKER: 53 = ELEVATED TANK
 BW2265
 BW2265  HISTORY     - Date     Condition        Report By
 BW2265  HISTORY     - 1939     FIRST OBSERVED   CGS
 BW2265  HISTORY     - 1955     GOOD             CGS
 BW2265  HISTORY     - 1969     GOOD             MSHD
 BW2265
 BW2265                          STATION DESCRIPTION
 BW2265
 BW2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2265'THE STATION WAS VISITED 6-13-55.  NO PREVIOUS DESCRIPTION
 BW2265'FOR THIS STATION.
 BW2265'
 BW2265'THE STATION IS LOCATED AT THE ST. MARY OF THE PINES SCHOOL.
 BW2265'IT IS NORTH OF A LARGER TANK, ABOUT 100 FEET HIGH AND HAS
 BW2265'A CROSS ON THE TOP OF THE APEX OF THE ROOF.  TO REACH THE
 BW2265'STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN CHATAWA,
 BW2265'GO EAST FOR 0.65 MILE ON A MACADAM ROAD TO A T-INTERSECTION,
 BW2265'TURN RIGHT AND GO 0.25 MILE TO A SIDE ROAD RIGHT LEADING
 BW2265'TO THE SCHOOL, TURN RIGHT AND GO 100 YARDS TO THE TANK.
 BW2265
 BW2265                          STATION RECOVERY (1969)
 BW2265
 BW2265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2265'THE STATION WAS VISITED 5-1-69 AND THE STATION WAS FOUND
 BW2265'IN GOOD CONDITION.
 BW2265'
 BW2265'THE STATION IS LOCATED 1.2 MILES SOUTHEAST OF THE SETTLEMENT
 BW2265'OF CHATAWA ON THE GROUNDS OF THE ST. MARY OF THE PINES SCHOOL,
 BW2265'3.5 MILES NORTH NORTHEAST OF OSYKA IN THE NORTHWEST 1/4 OF
 BW2265'SECTION 13, T 1N, R 7E.  IT IS THE WEST AND SMALLEST OF THE
 BW2265'TWO TANKS.  IT IS A STEEL TANK ATOP A FOUR LEGGED STEEL
 BW2265'STRUCTURE SILVER IN COLOR WITH A CROSS ON THE APEX WITH
 BW2265'AN OVERALL HEIGHT OF ABOUT 100 FEET.
 BW2265'
 BW2265'TO REACH THE STATION FROM THE PIKE COUNTY COURTHOUSE IN
 BW2265'MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR 0.1
 BW2265'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN LEFT
 BW2265'(SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 6.0 MILES TO
 BW2265'A SIDE ROAD LEFT.  TURN LEFT (EAST) AND CONTINUE ON A BLACKTOP
 BW2265'ROAD FOR 0.6 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL
 BW2265'RAILROAD TRACK.  CONTINUE EAST ON A BLACKTOP ROAD FOR 0.6
 BW2265'MILE TO A T-INTERSECTION.  TURN RIGHT (SOUTHEAST) AND CONTINUE
 BW2265'ON A BLACKTOP RAOD FOR 0.3 MILE TO THE ENTRANCE TO THE SCHOOL
 BW2265'ON THE RIGHT.  TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP
 BW2265'STREET FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 BW2265'CONTINUE NORTHWEST ON A BLACKTOP STREET FOR 0.1 MILE TO
 BW2265'THE TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2266 ***********************************************************************
 BW2266  DESIGNATION -  CHATAWA ST M OF PINES LGE TANK
 BW2266  PID         -  BW2266
 BW2266  STATE/COUNTY-  MS/PIKE
 BW2266  USGS QUAD   -  OSYKA (1972)
 BW2266
 BW2266                         *CURRENT SURVEY CONTROL
 BW2266  ___________________________________________________________________
 BW2266* NAD 83(1993)-  31 03 28.23674(N)    090 27 43.81383(W)     ADJUSTED  
 BW2266* NAVD 88     -              **(meters)            **(feet)            
 BW2266  ___________________________________________________________________
 BW2266  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BW2266  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW2266  HORZ ORDER  -  THIRD
 BW2266
 BW2266.The horizontal coordinates were established by classical geodetic methods
 BW2266.and adjusted by the National Geodetic Survey in May 1994.
 BW2266
 BW2266
 BW2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2266
 BW2266.The geoid height was determined by GEOID03.
 BW2266
 BW2266;                    North         East     Units Scale Factor Converg.
 BW2266;SPC MS W     -   172,696.656   687,703.544   MT  0.99995186   -0 03 59.3
 BW2266;SPC MS W     -   566,588.95  2,256,240.71   sFT  0.99995186   -0 03 59.3
 BW2266;SPC LA S     -   283,854.474 1,083,156.655   MT  1.00009569   +0 26 08.1
 BW2266;SPC LA S     -   931,279.22  3,553,656.46   sFT  1.00009569   +0 26 08.1
 BW2266;UTM  15      - 3,438,780.511   742,167.528   MT  1.00032345   +1 18 35.7
 BW2266
 BW2266                          SUPERSEDED SURVEY CONTROL
 BW2266
 BW2266  NAD 83(1986)-  31 03 28.25203(N)    090 27 43.80978(W) AD(       ) 4
 BW2266  NAD 27      -  31 03 27.61200(N)    090 27 43.46600(W) AD(       ) 3
 BW2266
 BW2266.Superseded values are not recommended for survey control.
 BW2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2266.See file dsdata.txt to determine how the superseded data were derived.
 BW2266
 BW2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4216838781(NAD 83)
 BW2266_MARKER: 53 = ELEVATED TANK
 BW2266
 BW2266  HISTORY     - Date     Condition        Report By
 BW2266  HISTORY     - 1939     FIRST OBSERVED   CGS
 BW2266  HISTORY     - 1949     GOOD             CGS
 BW2266  HISTORY     - 1955     GOOD             CGS
 BW2266  HISTORY     - 1969     GOOD             MSHD
 BW2266
 BW2266                          STATION DESCRIPTION
 BW2266
 BW2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2266'THE STATION IS LOCATED AT THE ST. MARY OF THE PINES SCHOOL,
 BW2266'BETWEEN THE CONVENT AND CHARISSIA HALL.
 BW2266'
 BW2266'TO REACH THE STATION FROM THE RAILROAD STATION IN CHATAWA,
 BW2266'GO EASTERLY FOR 0.65 MILE TO A T-INTERSECTION.  TURN RIGHT
 BW2266'FOR 0.25 MILE TO A T-INTERSECTION.  THEN RIGHT TO THE SCHOOL
 BW2266'GROUNDS AND THE STATION AS DESCRIBED.
 BW2266'
 BW2266'THE TANK IS THE LARGER ONE OF TWO TANKS AND HAS CAPACITY
 BW2266'OF 100,000 GALLONS.  IT IS SUPPORTED BY FOUR STEEL TRUSS-WORK
 BW2266'LEGS, AND THERE IS A FEED PIPE IN THE CENTER OF THE STRUCTURE.
 BW2266'THE HEIGHT OVER-ALL IS 128 FEET.  IT WAS BUILT IN 1929.
 BW2266'
 BW2266'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK PROPER.
 BW2266'
 BW2266'PROBABLY THE SAME AS CHATAWA, LARGER OF TWO TANKS, 1939.
 BW2266
 BW2266                          STATION RECOVERY (1955)
 BW2266
 BW2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2266'THE STATION WAS VISITED 6-13-55 AND WAS FOUND IN GOOD CONDITION.
 BW2266'THE 1949 DESCRIPTION IS ADEQUATE.
 BW2266
 BW2266                          STATION RECOVERY (1969)
 BW2266
 BW2266'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2266'THE STATION WAS VISITED 5-1-69 AND THE STATION WAS FOUND IN
 BW2266'GOOD CONDITION.
 BW2266'
 BW2266'THE STATION IS LOCATED 1.2 MILES SOUTHEAST OF THE SETTLEMENT
 BW2266'OF CHATAWA ON THE GROUNDS OF THE ST. MARY OF THE PINES SCHOOL,
 BW2266'3.5 MILES NORTH NORTHEAST OF OSYKA.  IT IS THE EAST AND
 BW2266'LARGEST OF TWO TANKS AND IS IN THE NORTHWEST 1/4 OF SECTION
 BW2266'13, T 1N, R 7E.  IT IS A STEEL TANK ATOP A FOUR LEGGED STEEL
 BW2266'STRUCTURE SILVER IN COLOR WITH AN OVERALL HEIGHT OF 128 FEET.
 BW2266'THE BALL ON THE APEX WAS THE POINT OBSERVED.
 BW2266'
 BW2266'TO REACH THE STATION FROM THE PIKE COUNTY COURTHOUSE IN
 BW2266'MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR 0.1
 BW2266'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN LEFT
 BW2266'(SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 6.0 MILES TO
 BW2266'A SIDE ROAD LEFT.  TURN LEFT (EAST) AND CONTINUE ON A BLACKTOP
 BW2266'RAOD FOR 0.6 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL
 BW2266'RAILROAD TRACK.  CONTINUE EAST ON A BLACKTOP ROAD FOR 0.6
 BW2266'MILE TO A T-INTERSECTION.  TURN RIGHT SOUTHEAST AND CONTINUE
 BW2266'ON A BLACKTOP ROAD FOR 0.3 MILES TO THE ENTRANCE TO THE
 BW2266'SCHOOL ON THE RIGHT.  TURN RIGHT WEST AND CONTINUE ON A
 BW2266'BLACKTOP STREET FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 BW2266'FORK AND CONTINUE NORTHWEST ON A BLACKTOP STREET FOR 0.1
 BW2266'MILE TO THE TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1715 ***********************************************************************
 DK1715  DESIGNATION -  CHATHAM BOLT
 DK1715  PID         -  DK1715
 DK1715  STATE/COUNTY-  MS/WASHINGTON
 DK1715  USGS QUAD   -  GLEN ALLAN (1970)
 DK1715
 DK1715                         *CURRENT SURVEY CONTROL
 DK1715  ___________________________________________________________________
 DK1715* NAD 83(1986)-  33 06 06.     (N)    091 06 55.     (W)     SCALED    
 DK1715* NAVD 88     -        33.92   (+/-2cm)     111.3    (feet)  VERTCON   
 DK1715  ___________________________________________________________________
 DK1715  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK1715  VERT ORDER  -  ? (See Below)
 DK1715
 DK1715.The horizontal coordinates were scaled from a topographic map and have
 DK1715.an estimated accuracy of +/- 6 seconds.
 DK1715
 DK1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1715.The vertical order pertains to the NGVD 29 superseded value.
 DK1715
 DK1715.The geoid height was determined by GEOID03.
 DK1715
 DK1715;                    North         East    Units  Estimated Accuracy
 DK1715;SPC MS W     -   399,590.      627,010.      MT  (+/- 180 meters Scaled)
 DK1715
 DK1715                          SUPERSEDED SURVEY CONTROL
 DK1715
 DK1715  NGVD 29 (??/??/??)   33.974  (m)          111.46   (f) ADJUSTED    ?  
 DK1715
 DK1715.Superseded values are not recommended for survey control.
 DK1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1715.See file dsdata.txt to determine how the superseded data were derived.
 DK1715
 DK1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS758641(NAD 83)
 DK1715_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1715
 DK1715  HISTORY     - Date     Condition        Report By
 DK1715  HISTORY     - UNK      MONUMENTED       DOD
 DK1715  HISTORY     - 1967     GOOD             MSHD
 DK1715
 DK1715                          STATION DESCRIPTION
 DK1715
 DK1715'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1715'1 MI W FROM CHATHAM.
 DK1715'THE MARK IS LOCATED 1.0 MILE WEST OF CHATHAM, APPROXIMATELY 0.2 MILE
 DK1715'EAST OF THE GUIDING STAR CHURCH, 8.3 MILES NORTHWEST OF HAMPTON IN THE
 DK1715'SOUTHWEST 1/4 OF SECTION 26, T 15N, R 9W.  TO REACH THE U.S. POST
 DK1715'OFFICE IN THE VILLAGE OF CHATHAM, GO WEST NORTHWEST ON A BLACKTOP ROAD
 DK1715'FOR 1.0 MILE TO TWO LONE PEAR TREES AND THE MARK ON THE RIGHT AS
 DK1715'DESCRIBED.  A COPPER BOLT ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 DK1715'PROJECTS 8 INCHES.  IT IS 63 FEET NORTH OF THE CENTER OF THE BLACKTOP
 DK1715'ROAD, 9 FEET WEST OF A 22 INCH PEAR TREE, 9 FEET EAST OF A 20 INCH
 DK1715'PEAR TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1188 ***********************************************************************
 DK1188  DESIGNATION -  CHATHAM CAP
 DK1188  PID         -  DK1188
 DK1188  STATE/COUNTY-  MS/WASHINGTON
 DK1188  USGS QUAD   -  GLEN ALLAN (1970)
 DK1188
 DK1188                         *CURRENT SURVEY CONTROL
 DK1188  ___________________________________________________________________
 DK1188* NAD 83(1986)-  33 06 06.     (N)    091 06 55.     (W)     SCALED    
 DK1188* NAVD 88     -        35.15   (+/-2cm)     115.3    (feet)  VERTCON   
 DK1188  ___________________________________________________________________
 DK1188  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DK1188  VERT ORDER  -  ? (See Below)
 DK1188
 DK1188.The horizontal coordinates were scaled from a topographic map and have
 DK1188.an estimated accuracy of +/- 6 seconds.
 DK1188
 DK1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1188.The vertical order pertains to the NGVD 29 superseded value.
 DK1188
 DK1188.The geoid height was determined by GEOID03.
 DK1188
 DK1188;                    North         East    Units  Estimated Accuracy
 DK1188;SPC MS W     -   399,590.      627,010.      MT  (+/- 180 meters Scaled)
 DK1188
 DK1188                          SUPERSEDED SURVEY CONTROL
 DK1188
 DK1188  NGVD 29 (??/??/??)   35.203  (m)          115.50   (f) ADJUSTED    ?  
 DK1188
 DK1188.Superseded values are not recommended for survey control.
 DK1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1188.See file dsdata.txt to determine how the superseded data were derived.
 DK1188
 DK1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS758641(NAD 83)
 DK1188_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1188
 DK1188  HISTORY     - Date     Condition        Report By
 DK1188  HISTORY     - UNK      MONUMENTED       DOD
 DK1188  HISTORY     - 1967     GOOD             MSHD
 DK1188
 DK1188                          STATION DESCRIPTION
 DK1188
 DK1188'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1188'1 MI W FROM CHATHAM.
 DK1188'THE MARK IS LOCATED 1.0 MILE WEST OF CHATHAM, APPROXIMATELY 0.2 MILE
 DK1188'EAST OF THE GUIDING STAR CHURCH, 8.3 MILES NORTHWEST OF HAMPTON IN THE
 DK1188'SOUTHWEST 1/4 OF SECTION 26, T 15N, R 9W.  TO REACH THE U.S. POST
 DK1188'OFFICE IN THE VILLAGE OF CHATHAM, GO WEST NORTHWEST ON A BLACKTOP ROAD
 DK1188'FOR 1.0 MILE TO TWO LONE PEAR TREES AND THE MARK ON THE RIGHT AS
 DK1188'DESCRIBED.  THE MARK IS A CAP FASTENED TO THE TOP OF AN IRON PIPE AND
 DK1188'PROJECTS 8 INCHES.  IT IS 63 FEET NORTH OF THE CENTER OF THE BLACKTOP
 DK1188'ROAD, 9 FEET WEST OF A 22 INCH PEAR TREE, 9 FEET EAST OF A 20 INCH
 DK1188'PEAR TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2645 ***********************************************************************
 CP2645  DESIGNATION -  CHESTNUT
 CP2645  PID         -  CP2645
 CP2645  STATE/COUNTY-  MS/HINDS
 CP2645  USGS QUAD   -  TERRY (1971)
 CP2645
 CP2645                         *CURRENT SURVEY CONTROL
 CP2645  ___________________________________________________________________
 CP2645* NAD 83(1993)-  32 03 22.80256(N)    090 19 50.32037(W)     ADJUSTED  
 CP2645* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CP2645  ___________________________________________________________________
 CP2645  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CP2645  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2645  HORZ ORDER  -  SECOND
 CP2645
 CP2645.The horizontal coordinates were established by classical geodetic methods
 CP2645.and adjusted by the National Geodetic Survey in May 1994.
 CP2645
 CP2645.The orthometric height was scaled from a topographic map.
 CP2645
 CP2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2645
 CP2645.The geoid height was determined by GEOID03.
 CP2645
 CP2645;                    North         East     Units Scale Factor Converg.
 CP2645;SPC MS W     -   283,395.721   700,253.904   MT  0.99995000   +0 00 05.1
 CP2645;SPC MS W     -   929,774.13  2,297,416.35   sFT  0.99995000   +0 00 05.1
 CP2645;UTM  15      - 3,549,797.204   752,020.713   MT  1.00038336   +1 25 03.1
 CP2645
 CP2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2645!SPC MS W     -   0.99998530  x   0.99995000  =   0.99993530
 CP2645!UTM  15      -   0.99998530  x   1.00038336  =   1.00036865
 CP2645
 CP2645:                Primary Azimuth Mark                     Grid Az
 CP2645:SPC MS W     -  TERRY MUNICIPAL TANK                     037 35 58.8
 CP2645:UTM  15      -  TERRY MUNICIPAL TANK                     036 11 00.8
 CP2645
 CP2645|---------------------------------------------------------------------|
 CP2645| PID    Reference Object                     Distance      Geod. Az  |
 CP2645|                                                           dddmmss.s |
 CP2645| CP2646 TERRY MUNICIPAL TANK                APPROX. 5.4 KM 0373603.9 |
 CP2645| CY4043 CHESTNUT RM 1                        20.385 METERS 03956     |
 CP2645| CP0210 L 9                                 139.741 METERS 07450     |
 CP2645| CP0212 CHESTNUT 2                           35.918 METERS 12321     |
 CP2645| CP0214 TT 23 D                                            2684831.4 |
 CP2645| CY4044 CHESTNUT RM 2                        18.615 METERS 32148     |
 CP2645|---------------------------------------------------------------------|
 CP2645
 CP2645                          SUPERSEDED SURVEY CONTROL
 CP2645
 CP2645  NAD 83(1986)-  32 03 22.81689(N)    090 19 50.31604(W) AD(       ) 2
 CP2645  NAD 27      -  32 03 22.26700(N)    090 19 49.99000(W) AD(       ) 2
 CP2645
 CP2645.Superseded values are not recommended for survey control.
 CP2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2645.See file dsdata.txt to determine how the superseded data were derived.
 CP2645
 CP2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5202149797(NAD 83)
 CP2645_MARKER: DS = TRIANGULATION STATION DISK
 CP2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2645
 CP2645  HISTORY     - Date     Condition        Report By
 CP2645  HISTORY     - 1945     MONUMENTED       CGS
 CP2645  HISTORY     - 1957     GOOD             CGS
 CP2645  HISTORY     - 1959     GOOD             CGS
 CP2645  HISTORY     - 1969     GOOD             MSSU
 CP2645
 CP2645                          STATION DESCRIPTION
 CP2645
 CP2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2645'STATION IS LOCATED 3.5 MILES SW OF THE TERRY RAILROAD STATION
 CP2645'ON THE NW SIDE OF U.S. HIGHWAY 51 AND ON LAND OWNED BY FRED
 CP2645'GEISELBRETH.  IT IS 66 FEET NW OF THE CENTER OF U.S. HIGHWAY
 CP2645'51 AND 33 FEET SE OF THE SE CORNER OF THE HOUSE.
 CP2645'
 CP2645'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2645'POST, STAMPED CHESTNUT 1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2645'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2645'
 CP2645'REFERENCE MARK 1 IS 66.88 FEET NE OF THE STATION, 67 FEET
 CP2645'NW OF THE CENTER OF U.S. HIGHWAY 51, AND 20 FEET NE OF THE
 CP2645'NE CORNER OF THE HOUSE.  IT IS A BRONZE REFERENCE DISK SET
 CP2645'IN TOP OF A CONCRETE POST, STAMPED CHESTNUT NO 1 1945, AND
 CP2645'ABOUT FLUSH WITH THE GROUND.
 CP2645'
 CP2645'REFERENCE MARK 2 IS 61.07 FEET NW OF THE STATION AND 24 FEET
 CP2645'SW OF THE SW CORNER OF THE HOUSE.  IT IS A BRONZE REFERENCE
 CP2645'DISK SET IN TOP OF A CONCRETE POST, STAMPED CHESTNUT NO 2
 CP2645'1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2645'
 CP2645'TT 23 D (U.S.G.S.) WAS USED AS AN AZIMUTH MARK AND IS ABOUT
 CP2645'0.5 MILE W OF THE STATION IN THE FORK OF TWO GRAVEL ROADS.
 CP2645'IT IS 58 FEET N OF THE INTERSECTION OF THE TWO ROADS AND
 CP2645'1 FOOT E OF A STANDARD WITNESS POST.  IT IS A STANDARD U.S.
 CP2645'GEOLOGICAL SURVEY DISK, STAMPED TT 23 D 1936 ELEV. 384 FEET,
 CP2645'AND PROJECTS ABOUT 4 INCHES.
 CP2645'
 CP2645'L 9 (U.S.C. AND G.S.) IS 458.47 FEET NE OF THE STATION IN
 CP2645'THE CONCRETE BASE OF SIGNAL BLOCK OF THE ILLINOIS CENTRAL
 CP2645'RAILROAD.  IT IS IN THE NE CORNER OF THE BASE, 6.5 FEET W
 CP2645'OF THE W RAIL, AND 190 FEET S OF THE ROAD.  IT IS A BRONZE
 CP2645'U.S.C. AND G.S. DISK, STAMPED L 9 1934.
 CP2645'
 CP2645'TO REACH THE STATION FROM THE RAILROAD STATION IN TERRY, GO
 CP2645'SW ON U.S. HIGHWAY 51 FOR 2.8 MILES TO A GRAVEL FORK RIGHT,*
 CP2645'CONTINUE ON HIGHWAY 51 FOR 0.7 MILE TO AN OLD HOUSE ON THE
 CP2645'RIGHT AND STATION.
 CP2645'
 CP2645'*TO REACH TT 23 D (U.S.G.S.) (AZIMUTH MARK) FROM THIS POINT,
 CP2645'TAKE RIGHT FORK AND GO 1.2 MILES TO A REVERSE FORK RIGHT AND
 CP2645'MARK IN THE FORK.
 CP2645'
 CP2645'TO REACH L 9 (U.S.C. AND G.S.) FROM THE STATION, GO NE ON
 CP2645'U.S. HIGHWAY 51 FOR 0.2 MILE TO A T-ROAD RIGHT, TURN RIGHT
 CP2645'AND GO 0.1 MILE TO THE RAILROAD TRACK AND STATION.
 CP2645'
 CP2645'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CP2645
 CP2645                          STATION RECOVERY (1957)
 CP2645
 CP2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2645'THE STATION WAS VISITED 2-18-57 AND THE STATION MARK, AZIMUTH,
 CP2645'REFERENCE MARK NO. 1 AND NO. 2, TT 23 D (USGS) AND BENCH MARK
 CP2645'NO. L 9 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 CP2645'FOLLOWS--
 CP2645'
 CP2645'THE STATION IS LOCATED ON THE TOP OF A HIGH BARE HILL ON THE
 CP2645'WEST SIDE OF U.S. HIGHWAY 51, 3.5 MILES SOUTH OF THE ILLINOIS
 CP2645'CENTRAL RAILROAD STATION IN TERRY, ABOUT 400 FEET WEST OF
 CP2645'THE TRACKS, 458 FEET SOUTHWEST OF BLOCK SIGNAL NO. 748.1 ON
 CP2645'THE RAILROAD TRACK AND ON PROPERTY OWNED BY MR. FRED GEISELBRETH.
 CP2645'IT IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT
 CP2645'PORCH OF THE OLD RED HOUSE ON THE TOP OF THE HILL, 66 FEET
 CP2645'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 12 FEET
 CP2645'SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST SIDE OF THE
 CP2645'FRONT PORCH OF THE HOUSE, 28 FEET SOUTHWEST OF THE PROJECTED
 CP2645'PLANE OF THE SOUTHWEST WALL OF THE HOUSE, 10 FEET NORTHWEST
 CP2645'OF THE NORTHWEST EDGE OF THE SLOPE OF THE CUT BANK AND
 CP2645'ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 CP2645'STANDARD DISK, STAMPED CHESTNUT 1945, FLUSH WITH THE
 CP2645'GROUND.
 CP2645'
 CP2645'REFERENCE MARK NO. 1 IS 66.88 FEET NORTHEAST OF THE STATION,
 CP2645'26 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 CP2645'CHIMNEY OF THE HOUSE, 16 FEET NORTHEAST OF THE NORTH-CORNER
 CP2645'OF THE FRONT PORCH OF THE HOUSE, 68 FEET NORTHWEST OF THE
 CP2645'CENTERLINE OF U.S. HIGHWAY 51, AND 10.5 FEET NORTH OF THE
 CP2645'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE.  IT IS A
 CP2645'STANDARD DISK, STAMPED CHESTNUT NO 1 1945, FLUSH WITH THE
 CP2645'GROUND AND ABOUT 22 FEET ABOVE THE LEVEL OF THE ROAD.
 CP2645'
 CP2645'REFERENCE MARK NO. 2 IS 61.09 FEET NORTHWEST OF THE STATION,
 CP2645'127 FEET NORTHWEST OF THE CENTE LINE OF THE HIGHWAY, 24 FEET
 CP2645'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 18.5 FEET
 CP2645'NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL OF
 CP2645'THE HOUSE, AND 33 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.
 CP2645'IT IS A STANDARD DISK, STAMPED CHESTNUT NO 2 1945, FLUSH
 CP2645'WITH THE GROUND.
 CP2645'
 CP2645'BENCH MARK L 9 (U.S.C. AND G.S.) IS 458.47 FEET NORTHEAST
 CP2645'OF THE STATION IN THE NORTHEAST CORNER OF THE CONCRETE BASE
 CP2645'OF BLOCK SIGNAL NO. 748.1 ON THE EAST SIDE OF THE ILLINOIS
 CP2645'CENTRAL RAILROAD TRACKS, 190 FEET SOUTH OF THE ROAD CROSSING
 CP2645'AND 6.5 FEET WEST OF THE WEST RAIL OF THE TRACKS.  IT IS A
 CP2645'STANDARD BENCH MARK DISK, STAMPED L 9 1934.  A TRAVERSE
 CP2645'CONNECTION WAS MADE TO THIS MARK IN 1945.
 CP2645'
 CP2645'TT 23 D (USGS) WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 CP2645'IT IS ABOUT 0.5 MILE WEST OF THE STATION IN THE FORKS OF A
 CP2645'GRAVELED ROAD, 37 FEET EAST OF THE CENTER OF A NORTH SOUTH
 CP2645'ROAD, 32 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND
 CP2645'12 FEET NORTH OF THE EDGE OF THE BANK AND A MAIL BOX.  IT
 CP2645'IS A STANDARD U.S. GEOLOGICAL DISK, STAMPED TT 23 D 384 1936,
 CP2645'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CP2645'
 CP2645'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 CP2645'STATION IN TERRY, GO SOUTH, PARALLELING THE TRACKS ON THE
 CP2645'WEST SIDE, FOR 2.8 MILES TO A SIDE ROAD RIGHT,* CONTINUE SOUTH
 CP2645'FOR 0.7 MILE ON U.S. HIGHWAY 51 TO THE STATION ON THE RIGHT.
 CP2645'
 CP2645'*TO REACH U.S. GEOLOGICAL SURVEY MARK TT 23 D FROM THIS POINT,
 CP2645'TURN RIGHT ON SIDE ROAD AND GO SOUTHWEST FOR 1.05 MILE TO A
 CP2645'FORK AND THE MARK ON THE RIGHT.
 CP2645'
 CP2645'TO REACH BENCH MARK L 9 1934 FROM THE STATION, GO NORTH ON
 CP2645'U.S. HIGHWAY 51 FOR 0.25 MILE TO A SIDEROAD RIGHT, TURN RIGHT
 CP2645'AND GO 0.15 MILE TO THE MARK IN THE BASE OF BLOCK SIGNAL
 CP2645'NO. 748.1.
 CP2645
 CP2645                          STATION RECOVERY (1959)
 CP2645
 CP2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 CP2645'THE STATION WAS VISITED 12-17-59 AND ALL MARKS WERE FOUND
 CP2645'IN GOOD CONDITION.  THE STATION WAS MOVED AT THIS DATE AT
 CP2645'THE REQUEST OF THE MISSISSIPPI STATE HIGHWAY DEPARTMENT.
 CP2645'A NEW STATION CHESTNUT 2 1959 WAS ESTABLISHED SE. AND ACROSS
 CP2645'U.S. HIGHWAY 51 A DISTANCE OF 35.916 METERS.
 CP2645'
 CP2645'REFERENCE MARKS NO. 3 AND NO. 4 WAS ESTABLISHED FOR THE NEW
 CP2645'STATION AND TT 23 D (USGS) WAS USED AS THE AZIMUTH MARK.
 CP2645'
 CP2645'THE STATION SURFACE DISK AND REFERENCE MARKS NO. 1 AND NO.
 CP2645'2 WERE RECLAIMED AT THIS TIME.  THE UNDERGROUND MARK FOR
 CP2645'THE STATION WILL BE DESTROYED DURING CONSTRUCTION.
 CP2645
 CP2645                          STATION RECOVERY (1969)
 CP2645
 CP2645'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 CP2645'CHESTNUT 2 1959-GOOD EXPOSED 6 IN
 CP2645'
 CP2645'R.M. 3-GOOD WITH WITNESS POST
 CP2645'
 CP2645'R.M. 4-GOOD EXPOSED 4 IN
 CP2645'
 CP2645'AZ MK-NOT SEARCHED FOR THIS DATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1895 ***********************************************************************
 DJ1895  DESIGNATION -  CHESTNUT
 DJ1895  PID         -  DJ1895
 DJ1895  STATE/COUNTY-  MS/MONROE
 DJ1895  USGS QUAD   -  WREN (1992)
 DJ1895
 DJ1895                         *CURRENT SURVEY CONTROL
 DJ1895  ___________________________________________________________________
 DJ1895* NAD 83(1993)-  33 59 19.86112(N)    088 34 11.92096(W)     ADJUSTED  
 DJ1895* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 DJ1895  ___________________________________________________________________
 DJ1895  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DJ1895  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1895  HORZ ORDER  -  SECOND
 DJ1895
 DJ1895.The horizontal coordinates were established by classical geodetic methods
 DJ1895.and adjusted by the National Geodetic Survey in May 1994.
 DJ1895
 DJ1895.The orthometric height was scaled from a topographic map.
 DJ1895
 DJ1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1895
 DJ1895.The geoid height was determined by GEOID03.
 DJ1895
 DJ1895;                    North         East     Units Scale Factor Converg.
 DJ1895;SPC MS E     -   497,741.792   324,332.016   MT  0.99995730   +0 08 50.0
 DJ1895;SPC MS E     - 1,633,007.86  1,064,079.29   sFT  0.99995730   +0 08 50.0
 DJ1895;UTM  16      - 3,762,030.534   354,990.130   MT  0.99985922   -0 52 40.2
 DJ1895
 DJ1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1895!SPC MS E     -   0.99998770  x   0.99995730  =   0.99994500
 DJ1895!UTM  16      -   0.99998770  x   0.99985922  =   0.99984692
 DJ1895
 DJ1895|---------------------------------------------------------------------|
 DJ1895| PID    Reference Object                     Distance      Geod. Az  |
 DJ1895|                                                           dddmmss.s |
 DJ1895| CG1351 CHESTNUT RM 1                        24.016 METERS 02811     |
 DJ1895| EG1536 MILLER                              APPROX.22.2 KM 0832141.1 |
 DJ1895| DJ1816 AMORY MUNICIPAL TANK                APPROX. 7.4 KM 0923922.7 |
 DJ1895| CG1352 CHESTNUT RM 2                        20.358 METERS 25957     |
 DJ1895| EG1570 OKOLONA FED COMP AND WHSE TANK      APPROX.16.3 KM 2764453.0 |
 DJ1895| EG1569 OKOLONA MUNICIPAL TANK              APPROX.16.4 KM 2772346.7 |
 DJ1895|---------------------------------------------------------------------|
 DJ1895
 DJ1895                          SUPERSEDED SURVEY CONTROL
 DJ1895
 DJ1895  NAD 83(1993)-  33 59 19.86696(N)    088 34 11.91973(W) AD(       ) 2
 DJ1895  NAD 83(1986)-  33 59 19.87070(N)    088 34 11.91936(W) AD(       ) 2
 DJ1895  NAD 27      -  33 59 19.46800(N)    088 34 11.74800(W) AD(       ) 2
 DJ1895
 DJ1895.Superseded values are not recommended for survey control.
 DJ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1895.See file dsdata.txt to determine how the superseded data were derived.
 DJ1895
 DJ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5499062031(NAD 83)
 DJ1895_MARKER: DS = TRIANGULATION STATION DISK
 DJ1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1895
 DJ1895  HISTORY     - Date     Condition        Report By
 DJ1895  HISTORY     - 1950     MONUMENTED       CGS
 DJ1895  HISTORY     - 1963     GOOD             MSHD
 DJ1895  HISTORY     - 1977     GOOD             MSSU
 DJ1895
 DJ1895                          STATION DESCRIPTION
 DJ1895
 DJ1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1895'THE STATION IS LOCATED ABOUT 5 MILES WEST OF AMORY ON THE WESTERN
 DJ1895'SLOPE OF A WOODED HILL, NEAR THE SOUTHEAST CORNER OF AN OPEN AREA,
 DJ1895'120 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 41, 45 FEET
 DJ1895'NORTHWEST OF A FENCE CORNER, AND 7 FEET WEST OF A WITNESS POST.
 DJ1895'
 DJ1895'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET OF AMORY
 DJ1895'AND STATE HIGHWAY NO. 41 NEAR THE SOUTH EDGE OF AMORY, GO WEST ON
 DJ1895'NO. 41 FOR 5.0 MILES TO AN ARCH OVER A WOODEN GATE (SIGN ON ARCH
 DJ1895'WRENWOODE PRESBYTERIAN U.S.A.) AND THE STATION ON THE RIGHT AS
 DJ1895'DESCRIBED.  TO REACH BENCH MARK A 172 FROM THE STATION, GO
 DJ1895'WESTERLY ON NO. 41 FOR 0.55 MILE TO THE MARK ON THE LEFT AS
 DJ1895'DESCRIBED.
 DJ1895'
 DJ1895'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CHESTNUT
 DJ1895'1950.
 DJ1895'
 DJ1895'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE WEST EDGE OF THE
 DJ1895'WOODED AREA AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 DJ1895'AND THE DISK IS STAMPED CHESTNUT NO. 1 1950.
 DJ1895'
 DJ1895'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 104 FEET
 DJ1895'NORTH OF THE CENTER OF STATE HIGHWAY NO. 41, AND 1 FOOT NORTH OF A
 DJ1895'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED CHESTNUT
 DJ1895'NO 2 1950.
 DJ1895'
 DJ1895'BENCH MARK A 172 IS 67 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 DJ1895'CROSS ROAD, 4 FEET EAST-NORTHEAST OF A FENCE CORNER, AND 2 FEET
 DJ1895'EAST OF A WITNESS POST.  IT IS A STANDARD U.S.C. AND G. SURVEY
 DJ1895'DISK STAMPED A 172 1946 SET IN THE CENTER OF A 6-INCH SQUARE
 DJ1895'CONCRETE POST THAT PROJECTS 6 INCHES.
 DJ1895'
 DJ1895'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DJ1895'TOPS OF 12-INCH CONCRETE CYLINDERS.
 DJ1895'
 DJ1895'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ1895
 DJ1895                          STATION RECOVERY (1963)
 DJ1895
 DJ1895'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1895'THE STATION WAS VISITED 1-9-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ1895'CONDITION.
 DJ1895'
 DJ1895'THE 1950 DESCRIPTION IS ADEQUATE.
 DJ1895'
 DJ1895'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF THE STATION AND
 DJ1895'1.0 FOOT WEST OF THE AZIMUTH MARK.
 DJ1895
 DJ1895                          STATION RECOVERY (1977)
 DJ1895
 DJ1895'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (SP)
 DJ1895'CHESTNUT 1950 RECOVERED GOOD.
 DJ1895'
 DJ1895'CHESTNUT NO 1 1950 RECOVERED GOOD.
 DJ1895'
 DJ1895'CHESTNUT NO 2 1950 RECOVERED GOOD.
 DJ1895'
 DJ1895'(A 172 1946) (AZ) DESTROYED - SEE BENCH MARK REPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0212 ***********************************************************************
 CP0212  DESIGNATION -  CHESTNUT 2
 CP0212  PID         -  CP0212
 CP0212  STATE/COUNTY-  MS/COPIAH
 CP0212  USGS QUAD   -  TERRY (1971)
 CP0212
 CP0212                         *CURRENT SURVEY CONTROL
 CP0212  ___________________________________________________________________
 CP0212* NAD 83(1993)-  32 03 22.16146(N)    090 19 49.17662(W)     NO CHECK  
 CP0212* NAVD 88     -       120.012  (meters)     393.74   (feet)  ADJUSTED  
 CP0212  ___________________________________________________________________
 CP0212  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CP0212  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0212  DYNAMIC HT  -         119.870 (meters)     393.27  (feet)  COMP
 CP0212  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 CP0212
 CP0212  HORZ ORDER  -  THIRD
 CP0212  VERT ORDER  -  FIRST     CLASS I
 CP0212
 CP0212.The horizontal coordinates were established by classical geodetic methods
 CP0212.and adjusted by the National Geodetic Survey in May 1994.
 CP0212.No horizontal observational check was made to the station.
 CP0212
 CP0212.The orthometric height was determined by differential leveling
 CP0212.and adjusted in June 1991.
 CP0212
 CP0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0212
 CP0212.The geoid height was determined by GEOID03.
 CP0212
 CP0212.The dynamic height is computed by dividing the NAVD 88
 CP0212.geopotential number by the normal gravity value computed on the
 CP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0212.degrees latitude (g = 980.6199 gals.).
 CP0212
 CP0212.The modeled gravity was interpolated from observed gravity values.
 CP0212
 CP0212;                    North         East     Units Scale Factor Converg.
 CP0212;SPC MS W     -   283,375.976   700,283.906   MT  0.99995000   +0 00 05.7
 CP0212;SPC MS W     -   929,709.35  2,297,514.78   sFT  0.99995000   +0 00 05.7
 CP0212;UTM  15      - 3,549,778.198   752,051.207   MT  1.00038355   +1 25 03.6
 CP0212
 CP0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0212!SPC MS W     -   0.99998529  x   0.99995000  =   0.99993530
 CP0212!UTM  15      -   0.99998529  x   1.00038355  =   1.00036884
 CP0212
 CP0212|---------------------------------------------------------------------|
 CP0212| PID    Reference Object                     Distance      Geod. Az  |
 CP0212|                                                           dddmmss.s |
 CP0212| CP0211 CHESTNUT 2 RM 3                      32.526 METERS 03958     |
 CP0212| CP0213 CHESTNUT 2 RM 4                      11.580 METERS 22009     |
 CP0212| CP2647 CHESTNUT 2 1959 AZ MK               APPROX. 0.7 KM 2222636.8 |
 CP0212| CP0214 TT 23 D                                            2703108.4 |
 CP0212| CP2645 CHESTNUT                             35.918 METERS 30321     |
 CP0212|---------------------------------------------------------------------|
 CP0212
 CP0212                          SUPERSEDED SURVEY CONTROL
 CP0212
 CP0212  NAD 83(1986)-  32 03 22.17580(N)    090 19 49.17230(W) AD(       ) 3
 CP0212  NAD 27      -  32 03 21.62600(N)    090 19 48.84700(W) AD(       ) 3
 CP0212  NGVD 29 (??/??/??)  120.014  (m)          393.75   (f) ADJUSTED    1 1
 CP0212
 CP0212.Superseded values are not recommended for survey control.
 CP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0212.See file dsdata.txt to determine how the superseded data were derived.
 CP0212
 CP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5205149778(NAD 83)
 CP0212_MARKER: DS = TRIANGULATION STATION DISK
 CP0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0212_SP_SET: CONCRETE POST
 CP0212_STAMPING: CHESTNUT 2 1959
 CP0212_MARK LOGO: CGS   
 CP0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0212+STABILITY: SURFACE MOTION
 CP0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0212+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 CP0212
 CP0212  HISTORY     - Date     Condition        Report By
 CP0212  HISTORY     - 1959     MONUMENTED       CGS
 CP0212  HISTORY     - 1961     GOOD             MSHD
 CP0212  HISTORY     - 1967     GOOD             USE
 CP0212  HISTORY     - 1969     GOOD             CGS
 CP0212  HISTORY     - 1969     GOOD             MSSU
 CP0212  HISTORY     - 1977     GOOD             MSHD
 CP0212  HISTORY     - 1977     GOOD             MSHD
 CP0212  HISTORY     - 1979     GOOD             NGS
 CP0212  HISTORY     - 1981     GOOD             LOCSUR
 CP0212  HISTORY     - 19920622 GOOD             NGS
 CP0212
 CP0212                          STATION DESCRIPTION
 CP0212
 CP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 CP0212'THE STATION IS LOCATED 3.35 MILES SOUTH ALONG THE ILLINOIS
 CP0212'CENTRAL RAILROAD FROM THE RAILROAD STATION AT TERRY.  (THE
 CP0212'RAILROAD STATION IS JUST SOUTH OF THE UNDERPASS OF A PAVED
 CP0212'ROAD LEADING EAST IN TERRY.) IT IS ON THE RIGHT-OF-WAY OF
 CP0212'U.S. HIGHWAY 51, ON THE HIGHEST PART OF A SMALL HILL BETWEEN
 CP0212'THE HIGHWAY AND THE RAILROAD TRACK.  U.S. HIGHWAY 51 WILL
 CP0212'LATER BECOME THE EAST ACCESS ROAD FOR INTERSTATE HIGHWAY 50.
 CP0212'IT IS 133 FEET NORTH OF THE NORTHWEST CORNER OF AN UNPAINTED
 CP0212'TENNANT HOUSE, 50 FEET SOUTH OF THE PROJECTED PLANE OF THE
 CP0212'SOUTH WALL OF THE RUINS OF A BRICK BUILDING EAST OF THE
 CP0212'TRACK, 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 51, 58.5
 CP0212'FEET SOUTH OF A POWER POLE, 168 FEET WEST OF THE WEST
 CP0212'RAIL OF THE SOUTHBOUND TRACK, 4 FEET NORTH OF A CONCRETE,
 CP0212'HIGHWAY RIGHT-OF-WAY POST, 104 FEET SOUTHWEST OF A LONE 8-INCH
 CP0212'PINE TREE AND 1 FOOT EAST-NORTHEAST OF A METAL WITNESS
 CP0212'POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED
 CP0212'CHESTNUT 2 1959, SET IN THE TOP OF A 12-INCH ROUND
 CP0212'CONCRETE POST PROJECTING 4 INCHES.
 CP0212'
 CP0212'REFERENCE MARK NO. 3 IS 106.72 FEET NORTHEAST OF NORTHEAST
 CP0212'OF THE STATION, 50 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 CP0212'51, 48.2 FEET NORTH OF A POWER POLE, 105.9 FEET NORTHWEST
 CP0212'OF A LONE 8-INCH PINE TREE, 4 FEET ABOVE THE LEVEL OF THE
 CP0212'HIGHWAY, 1 FOOT WEST OF A ROW OF POWER POLES, AND 1 FOOR
 CP0212'EAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS
 CP0212'A STANDARD DISK, STAMPED CHESTNUT 2 NO 3 1959, SET IN THE
 CP0212'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 CP0212'
 CP0212'REFERENCE MARK NO. 4 IS 38.00 FEET SOUTHWEST OF THE STATION
 CP0212'AND IN LINE WITH REFERENCE MARK NO. 3 AND THE STATION.  IT
 CP0212'IS 50 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, 96
 CP0212'FEET SOUTH OF A POWER POLE, 95 FEET NORTH OF THE NORTHWEST
 CP0212'CORNER OF AN UNPAINTED TENNANT HOUSE, 34 FEET SOUTH OF A
 CP0212'CONCRETE HIGHWAY RIGHT-OF-WAY POST AND 1 FOOT SOUTH OF A
 CP0212'METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD
 CP0212'DISK, STAMPED CHESTNUT 2 1959, SET IN THE TOP OF A 12-INCH
 CP0212'ROUND CONCRETE POST PROJECTING 6 INCHES.
 CP0212'
 CP0212'TT 23 D (USGS) WAS USED AS THE AZIMUTH MARK FOR THE STATION.
 CP0212'IT IS ABOUT 0.5 MILE WEST OF THE STATION IN THE FORKS OF A
 CP0212'GRAVELED ROAD, AND AT THE SOUTH POINT OF A TRIANGULAR SHAPED
 CP0212'PASTURE, 90 FEET NORTHEAST OF THE INTERSECTIONS OF THE
 CP0212'CENTERLINE OF THE GRAVELED ROADS, 35 FEET NORTHWEST OF THE
 CP0212'CENTER OF THE GRAVELED ROD, AND 35 FEET SOUTHEAST OF THE
 CP0212'CENTERLINE OF A GRAVELED ROAD.  IT IS 1 FOOT WEST OF A METAL
 CP0212'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD U.S.
 CP0212'GEOLOGICAL DISK, STAMPED TT23 D 1936 384, SET IN THE TOP
 CP0212'OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CP0212'
 CP0212'TO REACH THE STATION FROM THE RAILROAD STATION IN TERRY,
 CP0212'GO SOUTH ALONG THE WEST SIDE OF THE TRACKS ON A PAVED ROAD
 CP0212'FOR 2.35 MILES TO THE JUNCTION WITH THE EAST ACCESS ROAD
 CP0212'FOR INTERSTATE HIGHWAY 50, TURN LEFT AND GO SOUTH ON ACCESS
 CP0212'ROAD FOR 0.9 MILE TO THE TOP OF THE GRADE AND THE MARK ON
 CP0212'THE LEFT.
 CP0212'
 CP0212'TO REACH TT 23 D (USGS) FROM THE RAILROAD STATION IN TERRY,
 CP0212'GO WEST ON MAIN STREET FOR 0.7 MILE TO THE OVERPASS ON THE
 CP0212'INTERSTATE HIGHWAY NO. 50, TURN LEFT AND GO SOUTH ALONG THE
 CP0212'WEST SIDE OF THE HIGHWAY ON ACCESS ROAD FOR 2.9 MILES TO A
 CP0212'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.9 MILE
 CP0212'TO THE JUNCTION WITH A GRAVELED ROAD AND THE STATION ON THE
 CP0212'RIGHT.
 CP0212
 CP0212                          STATION RECOVERY (1961)
 CP0212
 CP0212'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0212'THE STATION WAS VISITED 9-12-61.  THE STATION, AZIMUTH MARK,
 CP0212'R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.
 CP0212'THE 1959 DESCRIPTION BY A.K.H. IS ADEQUATE.
 CP0212'
 CP0212'A METAL WITNESS POST WAS FOUND AT EACH MARK.
 CP0212'
 CP0212'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CP0212
 CP0212                          STATION RECOVERY (1967)
 CP0212
 CP0212'RECOVERY NOTE BY US ENGINEERS 1967 (RB)
 CP0212'STATION, R.M. 3 AND R.M. 4 FOUND IN GOOD CONDITION.
 CP0212'
 CP0212'STATION IS NEAR HIGHWAY R/W MARKER.  R.M. 3 HAS A WITNESS
 CP0212'POST.  R.M. 4 WITNESS POST IS IN DANGER OF BEING LOST.
 CP0212
 CP0212                          STATION RECOVERY (1969)
 CP0212
 CP0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 CP0212'THE STATION, RM 3, AND RM 4 WERE ALL RECOVERED AND IN GOOD
 CP0212'CONDITION.  TT 23 D (USGS) USED AS AN AZIMUTH MARK WAS ALSO
 CP0212'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY A.K.H. FOR STATION
 CP0212'1019 IN QUAD 320902, DATED JULY 1968 IS ADEQUATE.
 CP0212'
 CP0212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.45 MILES
 CP0212'SOUTHWEST OF TERRY.
 CP0212
 CP0212                          STATION RECOVERY (1969)
 CP0212
 CP0212'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 CP0212'CHESTNUT 2 1959 RECOVERED GOOD.  EXPOSED 6 INCHES.
 CP0212'
 CP0212'RM 3 RECOVERED GOOD.  WITH WITNESS POST.
 CP0212'
 CP0212'RM 4 RECOVERED GOOD.  EXPOSED 4 INCHES.
 CP0212'
 CP0212'AZ MK NOT SEARCHED FOR THIS DATE.
 CP0212
 CP0212                          STATION RECOVERY (1977)
 CP0212
 CP0212'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0212'THE STATION WAS VISITED 8-29-77 AND THE STATION MARK, RM NO 3, RM NO
 CP0212'4 AND THE AZIMUTH MARK (TT 23 D USGS) WERE FOUND IN GOOD
 CP0212'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CP0212'
 CP0212'THE STATION IS LOCATED 3.5 MILES SOUTHWEST OF TERRY ON THE SOUTHEAST
 CP0212'RIGHT OF WAY OF U.S. HIGHWAY 51 ON THE HIGHEST PART OF A SMALL HILL,
 CP0212'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE COPIAH-HINDS
 CP0212'COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION 31, T 3N, R 1W.  IT IS
 CP0212'168 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 CP0212'TRACK OF THE I.C.G. RAILROAD TRACK, 58 FEET SOUTHWEST OF UTILITY
 CP0212'POLE NO. 140, 51 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 51, 4 FEET
 CP0212'NORTHEAST OF A RIGHT OF WAY MARKER, 1 FOOT SOUTHEAST OF A METAL
 CP0212'WITNESS POST ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0212'PROJECTS 9 INCHES.  IT IS A TRIANGULATION DISK, STAMPED CHESTNUT
 CP0212'2 1959.
 CP0212'
 CP0212'REFERENCE MARK NO 3 IS 106.72 FEET NORTHEAST OF THE STATION.  IT IS
 CP0212'110.5 FEET NORTHEAST OF A RIGHT OF WAY MARKER, 50.5 FEET SOUTHEAST
 CP0212'OF THE CENTER OF HIGHWAY 51, 48 FEET NORTHEAST OF UTILITY POLE
 CP0212'NO. 140, 1 FOOT NORTHWEST OF A ROW OF POLES, 1 FOOT SOUTHEAST OF
 CP0212'A METAL WITNESS POST ABOUT 4 INCHES.  IT IS A REFERENCE MARK
 CP0212'DISK, STAMPED CHESTNUT 2 NO 3 1959.
 CP0212'
 CP0212'REFERENCE MARK NO 4 IS 38 FEET SOUTHWEST OF THE STATION.  IT IS 96
 CP0212'FEET SOUTHWEST OF UTILITY POLE NO. 140, 51.5 FEET SOUTHEAST OF THE
 CP0212'CENTER OF HIGHWAY 51, 34 FEET SOUTHWEST OF A RIGHT OF WAY MARKER, 1
 CP0212'FOOT SOUTH OF A METAL WITNESS POST ABOUT 4 FEET ABOVE THE LEVEL OF
 CP0212'THE HIGHWAY AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK,
 CP0212'STAMPED CHESTNUT 2 NO 4 1959.
 CP0212'
 CP0212'THE AZIMUTH MARK IS 0.5 MILE WEST ACROSS I-55 FROM THE STATION IN THE
 CP0212'NORTH ANGLE OF THE JUNCTION OF THE WEST FRONTAGE ROAD AND MIDWAY
 CP0212'ROAD, 70.5 FEET NORTHEAST OF THE CENTER OF MIDWAY ROAD, 33 FEET
 CP0212'NORTHWEST OF THE CENTER OF A FRONTAGE ROAD, 1 FOOT WEST OF A METAL
 CP0212'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST AND
 CP0212'PROJECTS 3 INCHES.  IT IS A USGS BENCH MARK DISK, STAMPED 384
 CP0212'TT 23 D 1936.
 CP0212'
 CP0212'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TERRY GO SOUTHEAST
 CP0212'ON CUNNINGHAM AVENUE FOR 0.2 MILE TO A T INTERSECTION.  TURN RIGHT
 CP0212'AND GO SOUTHWEST ON TERRY ROAD FOR 2.4 MILES TO A T INTERSECTION.
 CP0212'TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.9 MILE TO A
 CP0212'SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.2 MILE
 CP0212'TO THE STATION ON THE LEFT.
 CP0212'
 CP0212'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE GO NORTHWEST ON
 CP0212'CUNNINGHAM AVENUE FOR 0.55 MILE TO THE INTERSECTION OF A FRONTAGE
 CP0212'ROAD ON THE WEST SIDE OF I-55.  TURN LEFT AND GO SOUTHWEST ON THE
 CP0212'FRONTAGE ROAD FOR 0.8 MILE TO THE INTERSECTION OF TANK ROAD.
 CP0212'CONTINUE SOUTHWEST ON THE FRONTAGE ROAD FOR 3.25 MILES TO A
 CP0212'T INTERSECTION AND THE MARK ON THE RIGHT.
 CP0212'
 CP0212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTHWEST
 CP0212'OF TERRY.
 CP0212
 CP0212                          STATION RECOVERY (1977)
 CP0212
 CP0212'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0212'3.5 MI SW FROM TERRY.
 CP0212'THE MARK IS LOCATED 3.5 MILES SOUTHWEST OF TERRY ON THE SOUTHEAST
 CP0212'RIGHT OF WAY OF U.S. HIGHWAY 51, 5 MILES NORTHEAST OF CRYSTAL SPRINGS
 CP0212'IN THE SOUTHEAST 1/4 OF SECTION 31, T 3N, R 1W.  IT IS 168 FEET
 CP0212'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK OF THE I.C.G.
 CP0212'RAILROAD TRACK, 58 FEET SOUTHWEST OF UTILITY POLE NO. 140, 51 FEET
 CP0212'SOUTHEAST OF THE CENTER OF HIGHWAY 51, 4 FEET NORTHEAST OF A RIGHT OF
 CP0212'WAY MARKER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF
 CP0212'A ROUND CONCRETE POST ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0212'PROJECTS 9 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN TERRY
 CP0212'GO SOUTHEAST ON CUNNINGHAM AVENUE FOR 0.2 MILE TO A T INTERSECTION.
 CP0212'TURN RIGHT AND GO SOUTHWEST ON TERRY ROAD FOR 2.4 MILES TO A T
 CP0212'INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.9
 CP0212'MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 51 FOR
 CP0212'0.2 MILE TO THE MARK ON THE LEFT.
 CP0212
 CP0212                          STATION RECOVERY (1979)
 CP0212
 CP0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CP0212'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 CP0212'CONDITION AS DESCRIBED IN THE 1977 RECOVERY DESCRIPTION BY MSHD.  THE
 CP0212'AZIMUTH MARK WAS NOT VISABLE FROM THE STATION DUE TO LARGE TREES.  A
 CP0212'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 CP0212'
 CP0212'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHESTNUT 2 1979---SET IN
 CP0212'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 2309
 CP0212'FEET SOUTH OF THE STATION, 70 FEET WEST OF THE EAST FRONTAGE ROAD
 CP0212'OF I-55 HIGHWAY, 102.2 FEET SOUTH OF A METAL SIGN POLE FOR NIGHT
 CP0212'CLUB, 51.0 FEET SOUTHEAST OF AN 18 INCH PINE TREE AND 1.3 FEET WEST
 CP0212'OF A METAL WITNESS POST AND SIGN.
 CP0212'
 CP0212'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON PAVED ROAD FOR
 CP0212'0.45 MILE TO NITE CLUB AND AZIMUTH MARK ON THE RIGHT.
 CP0212
 CP0212                          STATION RECOVERY (1981)
 CP0212
 CP0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0212'RECOVERED IN GOOD CONDITION.
 CP0212
 CP0212                          STATION RECOVERY (1992)
 CP0212
 CP0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0212'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 CP0212'HAZELHURST, THENCE 23.1 KM (14.35 MI) NORTHERLY ALONG THE ILLINOIS
 CP0212'CENTRAL RAILROAD, 178.0 M (584.0 FT) SOUTHWEST OF THE EXTENDED CENTER
 CP0212'OF SAWMILL ROAD, 156.0 M (511.8 FT) SOUTHWEST OF SIGNAL NUMBER 748.1,
 CP0212'54.8 M (179.8 FT) NORTHWEST OF THE NEAR RAIL, 32.5 M (106.6 FT)
 CP0212'SOUTHWEST OF REFERENCE MARK 3, 17.8 M (58.4 FT) SOUTHWEST OF A UTILITY
 CP0212'POLE, 15.5 M (50.9 FT) SOUTHEAST OF THE CENTER OF OLD U.S. HIGHWAY
 CP0212'51, 11.6 M (38.1 FT) NORTHWEST OF REFERENCE MARK 4, 2.4 M (7.9 FT)
 CP0212'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 CP0212'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 CP0212'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2647 ***********************************************************************
 CP2647  DESIGNATION -  CHESTNUT 2 1959 AZ MK
 CP2647  PID         -  CP2647
 CP2647  STATE/COUNTY-  MS/HINDS
 CP2647  USGS QUAD   -  TERRY (1971)
 CP2647
 CP2647                         *CURRENT SURVEY CONTROL
 CP2647  ___________________________________________________________________
 CP2647* NAD 83(1993)-  32 03 05.29941(N)    090 20 07.28254(W)     NO CHECK  
 CP2647* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CP2647  ___________________________________________________________________
 CP2647  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CP2647  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2647  HORZ ORDER  -  THIRD
 CP2647
 CP2647.The horizontal coordinates were established by classical geodetic methods
 CP2647.and adjusted by the National Geodetic Survey in May 1994.
 CP2647.No horizontal observational check was made to the station.
 CP2647
 CP2647.The orthometric height was scaled from a topographic map.
 CP2647
 CP2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2647
 CP2647.The geoid height was determined by GEOID03.
 CP2647
 CP2647;                    North         East     Units Scale Factor Converg.
 CP2647;SPC MS W     -   282,856.612   699,808.964   MT  0.99995000   -0 00 03.9
 CP2647;SPC MS W     -   928,005.40  2,295,956.58   sFT  0.99995000   -0 00 03.9
 CP2647;UTM  15      - 3,549,247.027   751,589.045   MT  1.00038068   +1 24 53.3
 CP2647
 CP2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2647!SPC MS W     -   0.99998624  x   0.99995000  =   0.99993624
 CP2647!UTM  15      -   0.99998624  x   1.00038068  =   1.00036691
 CP2647
 CP2647                          SUPERSEDED SURVEY CONTROL
 CP2647
 CP2647  NAD 83(1986)-  32 03 05.31376(N)    090 20 07.27823(W) AD(       ) 3
 CP2647  NAD 27      -  32 03 04.76381(N)    090 20 06.95213(W) AD(       ) 3
 CP2647
 CP2647.Superseded values are not recommended for survey control.
 CP2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2647.See file dsdata.txt to determine how the superseded data were derived.
 CP2647
 CP2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5158949247(NAD 83)
 CP2647_MARKER: DZ = AZIMUTH MARK DISK
 CP2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2647+STABILITY: SURFACE MOTION
 CP2647
 CP2647  HISTORY     - Date     Condition        Report By
 CP2647  HISTORY     - 1979     MONUMENTED       NGS
 CP2647
 CP2647                          STATION DESCRIPTION
 CP2647
 CP2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CP2647'TO REACH STATION CHESTNUT 2 FROM THE U.S. POST OFFICE IN TERRY GO
 CP2647'SOUTHEAST ON CUNNINGHAM AVENUE FOR 0.2 MILE TO A T INTERSECTION.
 CP2647'TURN RIGHT AND GO SOUTHWEST ON TERRY ROAD FOR 2.4 MILES TO A T
 CP2647'INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.9
 CP2647'MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 51 FOR
 CP2647'0.2 MILE TO THE STATION ON THE LEFT.
 CP2647'
 CP2647'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON PAVED ROAD FOR
 CP2647'0.45 MILE TO NITE CLUB AND AZIMUTH MARK ON THE RIGHT.
 CP2647'
 CP2647'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHESTNUT 2 1979---SET IN
 CP2647'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 2309
 CP2647'FEET SOUTH OF THE STATION, 70 FEET WEST OF THE EAST FRONTAGE ROAD OF
 CP2647'I-55 HIGHWAY, 102.2 FEET SOUTH OF A METAL SIGN POLE FOR NIGHT CLUB,
 CP2647'151.0 FEET SOUTHEAST OF AN 18 INCH PINE TREE AND 1.3 FEET
 CP2647'WEST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0211 ***********************************************************************
 CP0211  DESIGNATION -  CHESTNUT 2 RM 3
 CP0211  PID         -  CP0211
 CP0211  STATE/COUNTY-  MS/COPIAH
 CP0211  USGS QUAD   -  TERRY (1971)
 CP0211
 CP0211                         *CURRENT SURVEY CONTROL
 CP0211  ___________________________________________________________________
 CP0211* NAD 83(1986)-  32 03 22.     (N)    090 19 48.     (W)     SCALED    
 CP0211* NAVD 88     -       119.273  (meters)     391.31   (feet)  ADJUSTED  
 CP0211  ___________________________________________________________________
 CP0211  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0211  DYNAMIC HT  -         119.132 (meters)     390.85  (feet)  COMP
 CP0211  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 CP0211
 CP0211  VERT ORDER  -  FIRST     CLASS I
 CP0211
 CP0211.The horizontal coordinates were scaled from a topographic map and have
 CP0211.an estimated accuracy of +/- 6 seconds.
 CP0211
 CP0211.The orthometric height was determined by differential leveling
 CP0211.and adjusted in June 1991.
 CP0211
 CP0211.The geoid height was determined by GEOID03.
 CP0211
 CP0211.The dynamic height is computed by dividing the NAVD 88
 CP0211.geopotential number by the normal gravity value computed on the
 CP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0211.degrees latitude (g = 980.6199 gals.).
 CP0211
 CP0211.The modeled gravity was interpolated from observed gravity values.
 CP0211
 CP0211;                    North         East    Units  Estimated Accuracy
 CP0211;SPC MS W     -   283,370.      700,320.      MT  (+/- 180 meters Scaled)
 CP0211
 CP0211                          SUPERSEDED SURVEY CONTROL
 CP0211
 CP0211  NGVD 29 (??/??/??)  119.275  (m)          391.32   (f) ADJUSTED    1 1
 CP0211
 CP0211.Superseded values are not recommended for survey control.
 CP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0211.See file dsdata.txt to determine how the superseded data were derived.
 CP0211
 CP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR520497(NAD 83)
 CP0211_MARKER: DR = REFERENCE MARK DISK
 CP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0211_SP_SET: CONCRETE POST
 CP0211_STAMPING: CHESTNUT 2 NO 3 1959
 CP0211_MARK LOGO: CGS   
 CP0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0211+STABILITY: SURFACE MOTION
 CP0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0211+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 CP0211
 CP0211  HISTORY     - Date     Condition        Report By
 CP0211  HISTORY     - 1959     MONUMENTED       CGS
 CP0211  HISTORY     - 1977     GOOD             MSHD
 CP0211  HISTORY     - 19920622 GOOD             NGS
 CP0211
 CP0211                          STATION DESCRIPTION
 CP0211
 CP0211'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0211'3.5 MI SW FROM TERRY.
 CP0211'THE MARK IS LOCATED 3.5 MILES SOUTHWEST OF TERRY ON THE SOUTHEAST
 CP0211'RIGHT OF WAY OF U.S. HIGHWAY 51, 5 MILES NORTHEAST OF CRYSTAL SPRINGS
 CP0211'IN THE SOUTHEAST 1/4 OF SECTION 31, T 3N, R 1W.  IT IS 106.72 FEET
 CP0211'NORTHEAST OF THE STATION, 110.5 FEET NORTHEAST OF A RIGHT OF WAY
 CP0211'MARKER, 50.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 51, 48 FEET
 CP0211'NORTHEAST OF UTILITY POLE NO. 140, 1 FOOT NORTHWEST OF A ROW OF POLES,
 CP0211'1 FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0211'CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0211'4 INCHES.  NOTE-- TO REACH FROM THE POST OFFICE IN TERRY GO SOUTHEAST
 CP0211'ON CUNNINGHAM AVENUE FOR 0.2 MILE TO A T INTERSECTION. TURN RIGHT AND
 CP0211'GO SOUTHWEST ON TERRY ROAD FOR 2.4 MILES TO A T INTERSECTION. TURN
 CP0211'LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.9 MILE TO A SIDE ROAD
 CP0211'LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.2 MILE TO THE MARK
 CP0211'ON THE LEFT.
 CP0211
 CP0211                          STATION RECOVERY (1992)
 CP0211
 CP0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0211'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 CP0211'HAZELHURST, THENCE 23.1 KM (14.35 MI) NORTHERLY ALONG THE ILLINOIS
 CP0211'CENTRAL RAILROAD, 145.0 M (475.7 FT) SOUTHWEST OF THE EXTENDED CENTER
 CP0211'OF SAWMILL ROAD, 122.0 M (400.3 FT) SOUTHWEST OF SIGNAL NUMBER 748.1,
 CP0211'54.8 M (179.8 FT) NORTHWEST OF THE NEAR RAIL, 44.1 M (144.7 FT)
 CP0211'NORTHEAST OF REFERENCE MARK 4, 32.5 M (106.6 FT) NORTHEAST OF
 CP0211'TRIANGULATION STATION CHESTNUT 2, 15.5 M (50.9 FT) SOUTHEAST OF THE
 CP0211'CENTERLINE OF OLD U.S. HIGHWAY 51, 14.9 M (48.9 FT) NORTHEAST OF A
 CP0211'UTILITY POLE, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 CP0211'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0213 ***********************************************************************
 CP0213  DESIGNATION -  CHESTNUT 2 RM 4
 CP0213  PID         -  CP0213
 CP0213  STATE/COUNTY-  MS/COPIAH
 CP0213  USGS QUAD   -  TERRY (1971)
 CP0213
 CP0213                         *CURRENT SURVEY CONTROL
 CP0213  ___________________________________________________________________
 CP0213* NAD 83(1986)-  32 03 22.     (N)    090 19 48.     (W)     SCALED    
 CP0213* NAVD 88     -       119.586  (meters)     392.34   (feet)  ADJUSTED  
 CP0213  ___________________________________________________________________
 CP0213  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP0213  DYNAMIC HT  -         119.444 (meters)     391.88  (feet)  COMP
 CP0213  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 CP0213
 CP0213  VERT ORDER  -  FIRST     CLASS I
 CP0213
 CP0213.The horizontal coordinates were scaled from a topographic map and have
 CP0213.an estimated accuracy of +/- 6 seconds.
 CP0213
 CP0213.The orthometric height was determined by differential leveling
 CP0213.and adjusted in June 1991.
 CP0213
 CP0213.The geoid height was determined by GEOID03.
 CP0213
 CP0213.The dynamic height is computed by dividing the NAVD 88
 CP0213.geopotential number by the normal gravity value computed on the
 CP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0213.degrees latitude (g = 980.6199 gals.).
 CP0213
 CP0213.The modeled gravity was interpolated from observed gravity values.
 CP0213
 CP0213;                    North         East    Units  Estimated Accuracy
 CP0213;SPC MS W     -   283,370.      700,320.      MT  (+/- 180 meters Scaled)
 CP0213
 CP0213                          SUPERSEDED SURVEY CONTROL
 CP0213
 CP0213  NGVD 29 (??/??/??)  119.588  (m)          392.35   (f) ADJUSTED    1 1
 CP0213
 CP0213.Superseded values are not recommended for survey control.
 CP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0213.See file dsdata.txt to determine how the superseded data were derived.
 CP0213
 CP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR520497(NAD 83)
 CP0213_MARKER: DR = REFERENCE MARK DISK
 CP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0213_SP_SET: CONCRETE POST
 CP0213_STAMPING: CHESTNUT 2 NO 4 1959
 CP0213_MARK LOGO: CGS   
 CP0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0213+STABILITY: SURFACE MOTION
 CP0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0213+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 CP0213
 CP0213  HISTORY     - Date     Condition        Report By
 CP0213  HISTORY     - 1959     MONUMENTED       CGS
 CP0213  HISTORY     - 1977     GOOD             MSHD
 CP0213  HISTORY     - 19920622 GOOD             NGS
 CP0213
 CP0213                          STATION DESCRIPTION
 CP0213
 CP0213'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0213'3.5 MI SW FROM TERRY.
 CP0213'THE MARK IS LOCATED 3.5 MILES SOUTHWEST OF TERRY ON THE SOUTHEAST
 CP0213'RIGHT OF WAY OF U.S. HIGHWAY 51, 0.3 MILE NORTHEAST ALONG HIGHWAY 51
 CP0213'FROM THE COPIAH-HINDS COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION 31,
 CP0213'T 3N, R 1W.  IT IS 38 FEET SOUTHWEST OF THE STATION, 96 FEET SOUTHWEST
 CP0213'OF UTILITY POLE NO. 140, 51.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 CP0213'51, 34 FEET SOUTHWEST OF A RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A
 CP0213'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4
 CP0213'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. NOTE-- TO
 CP0213'REACH FROM THE POST OFFICE IN TERRY GO SOUTHEAST ON CUNNINGHAM AVENUE
 CP0213'FOR 0.2 MILE TO A T INTERSECTION.  TURN RIGHT AND GO SOUTHWEST ON
 CP0213'TERRY ROAD FOR 2.4 MILES TO A T INTERSECTION.  TURN LEFT AND GO
 CP0213'SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.9 MILE TO A SIDE ROAD LEFT.
 CP0213'CONTINUE SOUTHWEST ON HIGHWAY 51 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CP0213
 CP0213                          STATION RECOVERY (1992)
 CP0213
 CP0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0213'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 CP0213'HAZELHURST, THENCE 23.1 KM (14.35 MI) NORTHERLY ALONG THE ILLINOIS
 CP0213'CENTRAL RAILROAD, 190.0 M (623.4 FT) SOUTHWEST OF THE EXTENDED CENTER
 CP0213'OF SAWMILL ROAD, 170.0 M (557.7 FT) SOUTHWEST OF SIGNAL NUMBER 748.1,
 CP0213'44.1 M (144.7 FT) SOUTHWEST OF REFERENCE MARK 3, 29.4 M (96.5 FT)
 CP0213'SOUTHWEST OF A UTILITY POLE, 15.5 M (50.9 FT) SOUTHEAST OF THE CENTER
 CP0213'OF OLD U.S. HIGHWAY 51, 11.6 M (38.1 FT) SOUTHWEST OF TRIANGULATION
 CP0213'STATION CHESTNUT 2, 2.4 M (7.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 CP0213'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1699 ***********************************************************************
 EG1699  DESIGNATION -  CHEWALIA
 EG1699  PID         -  EG1699
 EG1699  STATE/COUNTY-  MS/MARSHALL
 EG1699  USGS QUAD   -  HOLLY SPRINGS SE (1975)
 EG1699
 EG1699                         *CURRENT SURVEY CONTROL
 EG1699  ___________________________________________________________________
 EG1699* NAD 83(1993)-  34 49 02.39069(N)    089 20 36.39079(W)     ADJUSTED  
 EG1699* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 EG1699  ___________________________________________________________________
 EG1699  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EG1699  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1699  HORZ ORDER  -  THIRD
 EG1699
 EG1699.The horizontal coordinates were established by classical geodetic methods
 EG1699.and adjusted by the National Geodetic Survey in May 1994.
 EG1699
 EG1699.The orthometric height was scaled from a topographic map.
 EG1699
 EG1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1699
 EG1699.The geoid height was determined by GEOID03.
 EG1699
 EG1699;                    North         East     Units Scale Factor Converg.
 EG1699;SPC MS E     -   589,727.633   253,331.991   MT  0.99997683   -0 17 28.5
 EG1699;SPC MS E     - 1,934,798.08    831,140.04   sFT  0.99997683   -0 17 28.5
 EG1699;UTM  16      - 3,855,289.566   285,661.940   MT  1.00016626   -1 20 18.7
 EG1699
 EG1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1699!SPC MS E     -   0.99997417  x   0.99997683  =   0.99995100
 EG1699!UTM  16      -   0.99997417  x   1.00016626  =   1.00014043
 EG1699
 EG1699|---------------------------------------------------------------------|
 EG1699| PID    Reference Object                     Distance      Geod. Az  |
 EG1699|                                                           dddmmss.s |
 EG1699| CG3763 CHEWALIA RM 1                        19.432 METERS 05552     |
 EG1699| CG3762 CHEWALIA AZ MK                                     0781554.7 |
 EG1699| CG3764 CHEWALIA RM 2                        19.874 METERS 24641     |
 EG1699|---------------------------------------------------------------------|
 EG1699
 EG1699                          SUPERSEDED SURVEY CONTROL
 EG1699
 EG1699  NAD 83(1986)-  34 49 02.40200(N)    089 20 36.39009(W) AD(       ) 3
 EG1699  NAD 27      -  34 49 02.06178(N)    089 20 36.12067(W) AD(       ) 3
 EG1699
 EG1699.Superseded values are not recommended for survey control.
 EG1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1699.See file dsdata.txt to determine how the superseded data were derived.
 EG1699
 EG1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8566255290(NAD 83)
 EG1699_MARKER: DS = TRIANGULATION STATION DISK
 EG1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1699
 EG1699  HISTORY     - Date     Condition        Report By
 EG1699  HISTORY     - 1967     MONUMENTED       CGS
 EG1699
 EG1699                          STATION DESCRIPTION
 EG1699
 EG1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1699'STATION IS ABOUT 12 MILES NORTH-NORTHWEST OF POTTS CAMP, 10 MILES
 EG1699'WEST OF ASHLAND, 7
 EG1699'MILES NORTHEAST OF HOLLY SPRINGS AND ALONG THE
 EG1699'NORTH SIDE OF STATE HIGHWAY 4.
 EG1699'
 EG1699'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 370,
 EG1699'ABOUT 0.5 MILE
 EG1699'WEST OF ASHLAND, GO SOUTH ON STATE HIGHWAY 5 FOR 0.45
 EG1699'MILE TO THE JUNCTION OF STATE
 EG1699'HIGHWAYS 5 AND 4.  TURN RIGHT AND GO
 EG1699'WESTERLY ON STATE HIGHWAY 4 FOR 7.75 MILES TO A
 EG1699'SIDE ROAD LEFT.
 EG1699'CONTINUE WESTERLY ON STATE HIGHWAY 4 AND 1.3 MILES TO THE AZIMUTH
 EG1699'MARK ON THE
 EG1699'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 4 FOR 0.3 MILE TO
 EG1699'THE STATION ON THE RIGHT.
 EG1699'
 EG1699'STATION MARKS ARE STANDARD DISKS STAMPED CHEWALIA 1967.  THE SURFACE
 EG1699'DISK IS SET IN A
 EG1699'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EG1699'GROUND.  IT IS 38 FEET SOUTHEAST OF
 EG1699'A POWER POLE, 36 FEET NORTH OF
 EG1699'THE CENTER OF STATE HIGHWAY 4, 8 FEET SOUTH OF A FENCE
 EG1699'LINE AND 8
 EG1699'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 EG1699'IS SET IN AN
 EG1699'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 EG1699'OF THE GROUND.
 EG1699'
 EG1699'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CHEWALIA NO 1 1967, IS
 EG1699'SET IN A ROUND
 EG1699'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IS IS 44
 EG1699'FEET NORTH OF THE CENTER OF STATE
 EG1699'HIGHWAY 4, 1.8 FEET SOUTHWEST OF A
 EG1699'METAL WITNESS POST AND 1.2 FEET SOUTH OF THE FENCE LINE.
 EG1699'
 EG1699'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CHEWALIA NO 2 1967, IS
 EG1699'SET IN A ROUND
 EG1699'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 42
 EG1699'FEET NORTH OF THE CENTER OF STATE
 EG1699'HIGHWAY 4, 27 FEET SOUTHWEST OF THE
 EG1699'POWER POLE, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 EG1699'POST AND 1.5 FEET
 EG1699'SOUTH OF THE FENCE LINE.
 EG1699'
 EG1699'AZIMUTH MARK, A STANDARD DISK STAMPED CHEWALIA 1967, IS SET IN A
 EG1699'ROUND CONCRETE
 EG1699'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 49 FEET NORTH
 EG1699'OF STATE HIGHWAY 4, 5 FEET
 EG1699'SOUTHWEST OF A POWER POLE, 1.6 FEET WEST
 EG1699'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 EG1699'FENCE LINE.
 EG1699'
 EG1699'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1562 ***********************************************************************
 BV1562  DESIGNATION -  CHICK
 BV1562  PID         -  BV1562
 BV1562  STATE/COUNTY-  MS/WAYNE
 BV1562  USGS QUAD   -  WATER OAK (1964)
 BV1562
 BV1562                         *CURRENT SURVEY CONTROL
 BV1562  ___________________________________________________________________
 BV1562* NAD 83(1993)-  31 36 37.50423(N)    088 48 03.38062(W)     ADJUSTED  
 BV1562* NAVD 88     -       126.14   (+/-2cm)     413.8    (feet)  VERTCON   
 BV1562  ___________________________________________________________________
 BV1562  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BV1562  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BV1562  HORZ ORDER  -  FIRST
 BV1562  VERT ORDER  -  THIRD ? (See Below)
 BV1562
 BV1562.The horizontal coordinates were established by classical geodetic methods
 BV1562.and adjusted by the National Geodetic Survey in May 1994.
 BV1562
 BV1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1562.The vertical order pertains to the NGVD 29 superseded value.
 BV1562
 BV1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1562
 BV1562.The geoid height was determined by GEOID03.
 BV1562
 BV1562;                    North         East     Units Scale Factor Converg.
 BV1562;SPC MS E     -   233,953.718   303,073.755   MT  0.99995012   +0 01 01.1
 BV1562;SPC MS E     -   767,563.16    994,334.48   sFT  0.99995012   +0 01 01.1
 BV1562;UTM  16      - 3,498,662.323   329,163.580   MT  0.99995997   -0 56 39.0
 BV1562
 BV1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1562!SPC MS E     -   0.99998438  x   0.99995012  =   0.99993450
 BV1562!UTM  16      -   0.99998438  x   0.99995997  =   0.99994435
 BV1562
 BV1562:                Primary Azimuth Mark                     Grid Az
 BV1562:SPC MS E     -  DYKES                                    026 21 43.4
 BV1562:UTM  16      -  DYKES                                    027 19 23.5
 BV1562
 BV1562|---------------------------------------------------------------------|
 BV1562| PID    Reference Object                     Distance      Geod. Az  |
 BV1562|                                                           dddmmss.s |
 BV1562| BV1292 DYKES                               APPROX.10.9 KM 0262244.5 |
 BV1562| AI2754 CHICK RM 1                           28.678 METERS 06426     |
 BV1562| BV1563 BIG CREEK LOOKOUT TOWER             APPROX. 4.1 KM 1060635.3 |
 BV1562| AI2753 CHICK AZ MK                                        1302519.0 |
 BV1562| BV1479 PINEY WOODS LOOKOUT TOWER           APPROX.16.8 KM 1604531.1 |
 BV1562| BV1526 TIGER CREEK LOOKOUT TOWER           APPROX.23.7 KM 2222201.9 |
 BV1562| BV1564 WAUSAU CHICKSAWHAY LOT              APPROX.12.4 KM 2241419.2 |
 BV1562| AI2756 CHICK RM 3                           28.656 METERS 32336     |
 BV1562| AI2755 CHICK RM 2                           28.468 METERS 32659     |
 BV1562|---------------------------------------------------------------------|
 BV1562
 BV1562                          SUPERSEDED SURVEY CONTROL
 BV1562
 BV1562  NAD 83(1993)-  31 36 37.51401(N)    088 48 03.38307(W) AD(       ) 1
 BV1562  NAD 83(1986)-  31 36 37.51860(N)    088 48 03.38179(W) AD(       ) 1
 BV1562  NAD 27      -  31 36 36.92326(N)    088 48 03.22370(W) AD(       ) 1
 BV1562  NGVD 29 (07/19/86)  126.12   (m)          413.8    (f) LEVELING    3  
 BV1562
 BV1562.Superseded values are not recommended for survey control.
 BV1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1562.See file dsdata.txt to determine how the superseded data were derived.
 BV1562
 BV1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2916498662(NAD 83)
 BV1562_MARKER: DS = TRIANGULATION STATION DISK
 BV1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1562_SP_SET: CONCRETE POST
 BV1562_STAMPING: CHICK 1939
 BV1562_MARK LOGO: CGS   
 BV1562_PROJECTION: PROJECTING 10 CENTIMETERS
 BV1562_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1562+STABILITY: SURFACE MOTION
 BV1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1562+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1990
 BV1562
 BV1562  HISTORY     - Date     Condition        Report By
 BV1562  HISTORY     - 1939     MONUMENTED       CGS
 BV1562  HISTORY     - 1939     GOOD             CGS
 BV1562  HISTORY     - 1956     GOOD             CGS
 BV1562  HISTORY     - 1964     GOOD             MSHD
 BV1562  HISTORY     - 19850715 GOOD             NGS
 BV1562  HISTORY     - 19900715 GOOD             MSHD
 BV1562
 BV1562                          STATION DESCRIPTION
 BV1562
 BV1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1562'STATION IS ON A HIGH PROMINENT KNOB ON CUT-OVER TIMBERLAND WHICH
 BV1562'IS OVERGROWN WITH SCRUB OAKS WITH A FEW PINES TREES. IT IS IN THE SE
 BV1562'1/4 OF SEC. 33, T 8 N, R 8 W, AND ABOUT 7 MILES WNW OF CLARA.
 BV1562'
 BV1562'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1562'BRONZE DISKS SET IN CONCRETE.
 BV1562'
 BV1562'AIZMUTH MARK IS 0.25 MILE SE OF THE STATION, 12.5 FEET NE OF THE
 BV1562'TRAIL ROAD, 10 FEET NNW OF A LARGE PINE STUMP WHICH IS 12 FEET
 BV1562'HIGH, 53 FEET SSW OF THE CENTER OF THE MAIN ROAD, 100 FEET SE OF
 BV1562'THE INTERSECTION OF THE ROADS, AND 120 PACES NW OF A CEMETERY.
 BV1562'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BV1562'STAMPED CHICK 1939.
 BV1562'
 BV1562'REFERENCE MARK NO.1 IS 94.90 FEET NE OF THE STATION ON THE NE
 BV1562'SLOPE OF THE HILL. THE MARK PROJECTS 8 INCHES ABOVE
 BV1562'THE GROUND AND IS STAMPED CHICK NO.1 1939.
 BV1562'
 BV1562'REFERENCE MARK NO.2 IS 93.40 FEET NW OF THE STATION ON THE N SLOPE
 BV1562'OF THE HILL AND 15 FEET N OF THE CENTER OF THE WOODS TRAIL. THE
 BV1562'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 BV1562'CHICK NO.2 1939.
 BV1562'
 BV1562'A 64-FOOT TOWER IS NEEDED AT CHICK TO SEE A 64-FOOT TOWER AT HOUSE.
 BV1562'
 BV1562'A 64-FOOT TOWER IS NEEDED AT CHICK TO SEE A 77-FOOT TOWER AT LITTLE.
 BV1562'
 BV1562'A 64-FOOT TOWER IS NEEDED AT CHICK TO SEE A 64-FOOT TOWER AT BREWER.
 BV1562'
 BV1562'A 64-FOOT TOWER IS NEEDED AT CHICK TO SEE A 64-FOOT TOWER AT
 BV1562'BLODGETT.
 BV1562'
 BV1562'A 64-FOOT TOWER IS NEEDED AT CHICK TO SEE A 77-FOOT TOWER AT OVETT.
 BV1562'
 BV1562'A 64-FOOT TOWER IS NEEDED AT CHICK TO SEE A 64-FOOT TOWER AT CAMP.
 BV1562'
 BV1562'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CLARA DRIVE
 BV1562'SW ACROSS A BRIDGE 0.1 MILE TO A ROAD ON THE RIGHT JUST BEYOND
 BV1562'THE BRIDGE. TURN RIGHT ON THIS CLARA-STRENGTHFORD ROAD
 BV1562'AND DRIVE 1.65 MILES TO A FORK. TAKE THE LEFT FORK AND DRIVE 0.75
 BV1562'MILE TO A FORK. TAKE THE RIGHT FORK AND DRIVE 2.0 MILES TO A
 BV1562'FORK.  TAKE THE LEFT FORK AND DRIVE 2.2 MILES TO A PRIVATE ROAD AT
 BV1562'THE LEFT, THEN KEEP STRAIGHT AHEAD ON THE MAIN ROAD AND DRIVE
 BV1562'0.7 MILE TO THE TOP OF A HILL AND A WOODS ROAD ON THE RIGHT. TURN
 BV1562'N ON THIS ROAD AND GO 44 PACES TO A DIM TRAIL ON THE RIGHT. TURN
 BV1562'RIGHT AND DRIVE 0.15 MILE TO THE STATION ON THE HIGHEST POINT
 BV1562'OF THE HILL, AT A POINT WHERE THE HILL SLOPES TO THE N AND E.
 BV1562'STATION IS 75 FEET SSE OF WOODS TRAIL, 28 FEET E OF ANOTHER
 BV1562'WOODS TRAIL, 23 FEET S OF A PINE TREE AND 18.5 FEET ESE OF A
 BV1562'TRIANGULAR-BLAZED PINE STUMP. THE MARK PROJECTS 6
 BV1562'INCHES ABOVE THE GROUND AND IS STAMPED CHICK 1939.
 BV1562'
 BV1562'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1562
 BV1562                          STATION RECOVERY (1939)
 BV1562
 BV1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 BV1562'RECOVERED IN GOOD CONDITION.
 BV1562
 BV1562                          STATION RECOVERY (1956)
 BV1562
 BV1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1562'THE STATION WAS RECOVERED AND THE STATION MARK AND R.M. 1 WERE
 BV1562'FOUND IN GOOD CONDITION. R.M. 2 WAS NOT RECOVERED AND SHOULD BE
 BV1562'CONSIDERED LOST. THE AZIMUTH MARK WAS FOUND IN A DAMAGED CONDITION
 BV1562'AND WAS DESTROYED. A NEW AZIMUTH MARK AND R.M. 3 WERE ESTABLISHED.
 BV1562'THE DIRECTION TO R.M. 1 CHECKED BUT THE DISTANCE WAS FOUND TO BE
 BV1562'0.81 OF A FOOT SHORTER THAN PREVIOUSLY MEASURED. THE TRAIL ROADS
 BV1562'MENTIONED IN THE ORIGINAL DESCRIPTION ARE SO FAINT THEY ARE NO
 BV1562'LONGER OF ANY VALUE. A COMPLETE NEW DESCRIPTION FOLLOWS--
 BV1562'
 BV1562'THE STATION IS ABOUT 20 MILES SOUTHWEST OF LAUREL AND ABOUT 12
 BV1562'MILES SOUTHWEST OF WAYNESBORO. IT IS ON PROPERTY OWNED BY M.S.
 BV1562'GATIN. IT IS ON THE HIGHEST POINT OF A HILL, 54 FEET NORTH OF A
 BV1562'16 INCH PINE TREE AND 3 FEET NORTH OF A WHITE WITNESS POST. THE
 BV1562'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CHICK 1939.
 BV1562'
 BV1562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BV1562'HIGHWAY 63 AT THE SOUTHWEST CORNER OF THE COURTHOUSE IN WAYNESBORO,
 BV1562'GO WEST ON HIGHWAY 84 FOR 7.3 MILES TO A GRAVEL CROSSROAD. TURN
 BV1562'LEFT AND GO SOUTH AND EAST ON THE GRAVEL ROAD FOR 0.35 MILE TO A
 BV1562'DIRT ROAD RIGHT. TURN RIGHT AND GO SOUTH ON THE DIRT ROAD FOR
 BV1562'2.3 MILES TO A T INTERSECTION. TURN RIGHT AND GO SOUTHWEST FOR
 BV1562'0.75 MILE TO A FORK. TAKE LEFT FORK AND CONTINUE FOR 3.5 MILES TO
 BV1562'A REVERSE Y FORK. TURN SHARP LEFT AND GO EAST ON DIRT ROAD
 BV1562'FOR 0.9 MILES TO A WOODS ROAD LEFT ABOUT 100 YARDS BEFORE
 BV1562'REACHING THE TOP OF A GRADE*. TURN LEFT ON THE WOODS ROAD FOR
 BV1562'ABOUT 100 FEET, THEN RIGHT AND GO NORTHEAST THROUGH WOODS FOR
 BV1562'0.1 MILE TO THE HIGHEST POINT OF HILL AND THE STATION AS
 BV1562'DESCRIBED.
 BV1562'
 BV1562'*TO REACH THE AZIMUTH MARK FROM THE WOODS ROAD LEFT, CONTINUE EAST
 BV1562'AND SOUTHEAST ON THE DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE
 BV1562'RIGHT AT THE TOP OF A 5 FOOT ROAD BANK.
 BV1562'
 BV1562'REFERENCE MARK 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 94.09 FEET
 BV1562'NORTHEAST OF THE STATION AND ABOUT 5 FEET LOWER IN ELEVATION. IT IS
 BV1562'96 FEET NORTHEAST OF THE WHITE WITNESS POST AND 73 FEET SOUTHWEST
 BV1562'OF A 12 INCH PINE TREE. THE MARK PROJECTS ABOUT 6 INCHES AND THE
 BV1562'DISK IS STAMPED CHICK NO 1 1939.
 BV1562'
 BV1562'REFERENCE MARK 3 IS ON THE NORTHWEST SLOPE OF THE HILL, 94.02
 BV1562'FEET NORTHWEST OF THE STATION AND ABOUT 5 FEET LOWER IN
 BV1562'ELEVATION. IT IS 33 FEET SOUTHEAST OF AN 18 INCH OAK TREE. THE MARK
 BV1562'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CHICK NO 3 1939.
 BV1562'
 BV1562'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE STATION.
 BV1562'IT IS 23 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 5 FEET WEST
 BV1562'OF A 10 INCH PINE TREE AND 4 FEET WEST OF A WHITE WITNESS POST.
 BV1562'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CHICK
 BV1562'1939 RESET 1956.
 BV1562'
 BV1562'BECAUSE OF THE LARGE ANGLE OF DEPRESSION, PRECISE METHODS OF
 BV1562'OBSERVING WERE USED TO DETERMINE THE DIRECTION TO THE AZIMUTH MARK.
 BV1562'
 BV1562'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BV1562
 BV1562                          STATION RECOVERY (1964)
 BV1562
 BV1562'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1562'THE STATION AND R.M. 1 WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 BV1562'MARK HAD BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 BV1562'
 BV1562'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE STATION. ALL
 BV1562'MARKS ARE SET IN THE TOP OF 11-INCH SQUARE, CONCRETE POST.
 BV1562'
 BV1562'THE DESCRIPTION IS ADEQUATE.
 BV1562
 BV1562                          STATION RECOVERY (1985)
 BV1562
 BV1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BV1562'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, ALL OTHER MARKS HAVE
 BV1562'BEEN DESTROYED.  THE STATION IS NOW ON TOP OF A HILL COVERED WITH
 BV1562'YOUNG PINE TREES AND CANNOT BE REACHED BY VEHICLE AND WILL NOT BE
 BV1562'USABLE IN THE NEAR FUTURE DUE TO THE PINE TREES.  A LINE WAS CLEARED
 BV1562'THRU THE PINES AT THIS TIME AND A COMPLETE NEW STATION CHICK 2 WAS
 BV1562'ESTABLISHED.
 BV1562'STATION IS A STANDARD DISK STAMPED--CHICK 1939--, SET IN TOP OF A
 BV1562'SQUARE CONCRETE POST, PROJECTING ABOUT 4 INCHES.  IT IS ON HIGHEST
 BV1562'POINT OF A HILL COVERED WITH YOUNG PINE TREES, THAT ARE ABOUT 8 TO 10
 BV1562'FT (3.0 M) TALL AT THIS TIME, 0.76 M (2.49 FT) NORTHWEST OF A
 BV1562'CARSONITE WITNESS POST, 0.76 M (2.49 FT) SOUTHEAST OF ANOTHER
 BV1562'CARSONITE WITNESS POST AND 0.61 M (2.00 FT) NORTHWEST OF A METAL
 BV1562'WITNESS POST AND SIGN THAT PROJECTS ABOUT 1.5 FT (0.5 M) ABOVE THE
 BV1562'GROUND.  TO REACH FROM THE POST OFFICE IN CLARA, GO SOUTH ON STATE
 BV1562'HIGHWAY 63 FOR 0.2 MI (0.3 KM) TO A PAVED ROAD ON THE RIGHT, TURN
 BV1562'RIGHT AND GO NORTHWEST ON PAVED ROAD FOR 6.65 MI (10.70 KM) TO A
 BV1562'CHURCH AND CEMETERY ON THE LEFT, CONTINUE WEST ON PAVED ROAD FOR 0.15
 BV1562'MI (0.24 KM) .  HERE PACK NORTH, UP THE SOUTH SLOPE OF HILL FOR ABOUT
 BV1562'0.1 MI (0.2 KM) TO HIGHEST POINT AND STATION.  NOTE- STATION CAN BE
 BV1562'USED AS AZIMUTH FOR STATION CHICK 2 1985.
 BV1562
 BV1562                          STATION RECOVERY (1990)
 BV1562
 BV1562'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1562'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF CLARA, ON A
 BV1562'HILL COVERED WITH PINE TREES, 10.3 MI (16.6 KM) SOUTHWEST OF
 BV1562'WAYNESBORO, 20.0 MI (32.2 KM) SOUTHEAST OF LAUREL AND IS IN SECTION
 BV1562'33, T 7N, R 8W.
 BV1562'TO REACH FROM THE JUNCTION OF CLARA SCHOOL ROAD AND STATE HIGHWAY 63
 BV1562'JUST NORTH OF THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV1562'63 FOR 0.25 MI (0.40 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BV1562'NORTHWEST ON CLARA STRENGTHFORD ROAD FOR 7.0 MI (11.3 KM) TO THE MARK
 BV1562'ON THE RIGHT.
 BV1562'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1562'PROJECTING 4 INCHES, ABOUT 150.0 FT (45.7 M) NORTH OF THE CENTER OF A
 BV1562'PAVED ROAD, 2.5 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST, 2.5
 BV1562'FT (0.8 M) SOUTHEAST OF ANOTHER CARSONITE WITNESS POST AND 2.0 FT
 BV1562'(0.6 M) NORTHWEST OF A METAL WITNESS POST THAT PROJECTS ABOUT 1.5
 BV1562'FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1836 ***********************************************************************
 EG1836  DESIGNATION -  CHIGGER
 EG1836  PID         -  EG1836
 EG1836  STATE/COUNTY-  MS/TATE
 EG1836  USGS QUAD   -  INDEPENDENCE (1982)
 EG1836
 EG1836                         *CURRENT SURVEY CONTROL
 EG1836  ___________________________________________________________________
 EG1836* NAD 83(1993)-  34 40 58.25349(N)    089 48 54.37741(W)     ADJUSTED  
 EG1836* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 EG1836  ___________________________________________________________________
 EG1836  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 EG1836  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG1836  HORZ ORDER  -  THIRD
 EG1836
 EG1836.The horizontal coordinates were established by classical geodetic methods
 EG1836.and adjusted by the National Geodetic Survey in May 1994.
 EG1836
 EG1836.The orthometric height was scaled from a topographic map.
 EG1836
 EG1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1836
 EG1836.The geoid height was determined by GEOID03.
 EG1836
 EG1836;                    North         East     Units Scale Factor Converg.
 EG1836;SPC MS W     -   574,813.012   747,487.795   MT  0.99997778   +0 17 41.6
 EG1836;SPC MS W     - 1,885,865.69  2,452,382.87   sFT  0.99997778   +0 17 41.6
 EG1836;SPC MS E     -   575,129.434   210,034.378   MT  1.00004972   -0 33 31.3
 EG1836;SPC MS E     - 1,886,903.82    689,087.79   sFT  1.00004972   -0 33 31.3
 EG1836;UTM  16      - 3,841,480.089   242,092.945   MT  1.00041992   -1 36 10.0
 EG1836
 EG1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1836!SPC MS W     -   0.99998513  x   0.99997778  =   0.99996291
 EG1836!SPC MS E     -   0.99998513  x   1.00004972  =   1.00003485
 EG1836!UTM  16      -   0.99998513  x   1.00041992  =   1.00040504
 EG1836
 EG1836:                Primary Azimuth Mark                     Grid Az
 EG1836:SPC MS W     -  INDEPENDENCE TRUNKLINE GAS MST           003 39 54.4
 EG1836:SPC MS E     -  INDEPENDENCE TRUNKLINE GAS MST           004 31 07.3
 EG1836:UTM  16      -  INDEPENDENCE TRUNKLINE GAS MST           005 33 46.0
 EG1836
 EG1836|---------------------------------------------------------------------|
 EG1836| PID    Reference Object                     Distance      Geod. Az  |
 EG1836|                                                           dddmmss.s |
 EG1836| EG1837 INDEPENDENCE TRUNKLINE GAS MST      APPROX. 6.6 KM 0035736.0 |
 EG1836| CG3776 CHIGGER AZ MK                                      0861346.1 |
 EG1836| CG3777 CHIGGER RM 1                         16.467 METERS 20415     |
 EG1836| CG3778 CHIGGER RM 2                         13.465 METERS 29939     |
 EG1836|---------------------------------------------------------------------|
 EG1836
 EG1836                          SUPERSEDED SURVEY CONTROL
 EG1836
 EG1836  NAD 83(1986)-  34 40 58.26489(N)    089 48 54.37710(W) AD(       ) 3
 EG1836  NAD 27      -  34 40 57.90100(N)    089 48 54.06200(W) AD(       ) 3
 EG1836
 EG1836.Superseded values are not recommended for survey control.
 EG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1836.See file dsdata.txt to determine how the superseded data were derived.
 EG1836
 EG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4209341480(NAD 83)
 EG1836_MARKER: DS = TRIANGULATION STATION DISK
 EG1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1836
 EG1836  HISTORY     - Date     Condition        Report By
 EG1836  HISTORY     - 1955     MONUMENTED       CGS
 EG1836  HISTORY     - 1966     GOOD             MSHD
 EG1836
 EG1836                          STATION DESCRIPTION
 EG1836
 EG1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1836'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF COLDWATER, 1 MILE
 EG1836'SOUTH OF
 EG1836'INDEPENDENCE IN SECTION 3, T 5 S, R 6 W, ON PROPERTY OWNED
 EG1836'BY MR JOHN WILLIAMS.
 EG1836'
 EG1836'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 305 AND 306
 EG1836'IN INDEPENDENCE,
 EG1836'GO SOUTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSS
 EG1836'ROAD, CONTINUE STRAIGHT AHEAD ON
 EG1836'THE GRAVEL ROAD FOR 0.1 MILE TO A
 EG1836'DRIVEWAY ON THE RIGHT, TURN RIGHT AND PASS THROUGH
 EG1836'TWO GATES AT THE
 EG1836'SOUTHEAST CORNER OF A GARDEN, (AZIMUTH MARK IS AT THE NORTHWEST
 EG1836'CORNER OF THE
 EG1836'GARDEN) CONTINUE ON THE TRACK ROAD FOR 0.25 MILE TO A
 EG1836'DIRT DAM, CROSS DAM AND GO ABOUT
 EG1836'50 YARDS THEN TURN RIGHT AND MAKE A
 EG1836'WIDE ARC TO THE RIGHT FOR 0.1 MILE TO THE TOP OF
 EG1836'THE HILL AND THE
 EG1836'STATION.
 EG1836'
 EG1836'THE STATION IS A STANDARD DISK STAMPED CHIGGER 1955, SET IN A 12 INCH
 EG1836'SQUARE CONCRETE
 EG1836'POST WHICH PROJECTS 6 INCHES.  THE MARK IS ON THE
 EG1836'HIGHEST POINT OF A LOW GRASSY HILL
 EG1836'ABOUT 0.3 MILE WEST OF MR WILLIAMS
 EG1836'HOUSE, 2 FEET WEST OF A WITNESS POST, 55 FEET NORTH
 EG1836'OF A LARGE ERODED
 EG1836'AREA.
 EG1836'
 EG1836'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHIGGER NO 1 1955,
 EG1836'SET IN A 12 INCH
 EG1836'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 EG1836'MARK IS LOCATED 56 FEET NORTH OF A
 EG1836'LARGE ERODED AREA.
 EG1836'
 EG1836'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHIGGER NO 2 1955,
 EG1836'SET IN A 12 INCH
 EG1836'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 EG1836'MARK IS LOCATED 36 FEET SOUTH OF A
 EG1836'LARGE ERODED AREA.
 EG1836'
 EG1836'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHIGGER 1955, SET IN A 12
 EG1836'INCH SQUARE
 EG1836'CONCRETE POST WHICH PROJECTS 6 INCHES.  THE MARK IS
 EG1836'LOCATED 2 FEET WEST OF THE
 EG1836'NORTHWEST CORNER OF A GARDEN FENCE, 81
 EG1836'FEET NORTH OF THE TRACK ROAD LEADING TO THE
 EG1836'STATION, 0.3 MILE EAST OF
 EG1836'THE STATION, ABOUT 100 FEET WEST OF MR JOHN WILLIAMS HOUSE.  A
 EG1836'STANDARD
 EG1836'WITNESS POST WAS SET 3 FEET NORTHEAST OF THE MARK.
 EG1836
 EG1836                          STATION RECOVERY (1966)
 EG1836
 EG1836'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1836'THE STATION WAS VISITED 8-9-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1836'CONDITION.
 EG1836'
 EG1836'TO REACH THE STATION FROM THE U S POST OFFICE IN COLDWATER GO WEST ON
 EG1836'CENTRAL FOR 0.1 MILE TO
 EG1836'THE INTERSECTION OF U S HIGHWAY 51, TURN RIGHT
 EG1836'(NORTH) AND CONTINUE ON HIGHWAY 51
 EG1836'FOR 0.9 MILE TO MISSISSIPPI
 EG1836'HIGHWAY 306 ON THE RIGHT, TURN RIGHT (EAST) AND
 EG1836'CONTINUE ON HIGHWAY
 EG1836'306 FOR 10.2 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 305
 EG1836'NEAR
 EG1836'INDEPENDENCE, TURN RIGHT (SOUTH) AND CONTINUE ON HIGHWAY 305 FOR
 EG1836'1.2 MILES TO A RED
 EG1836'BRICK SIDING HOUSE AND A DRIVEWAY ON THE RIGHT,
 EG1836'TURN RIGHT AND FOLLOW THE DRIVEWAY
 EG1836'SOUTH AND SOUTHWEST THROUGH A GAP
 EG1836'FOR 0.05 MILE TO THE AZIMUTH ON THE RIGHT AS
 EG1836'DESCRIBED.  TO REACH THE
 EG1836'STATION CONTINUE WEST ON A TRACK ROAD FOR 0.3 MILE TO THE TOP
 EG1836'OF A HILL
 EG1836'SURROUNDED BY GULLIES AND THE STATION ON THE RIGHT AS DESCRIBED.
 EG1836'
 EG1836'THE STATION DISK IS STAMPED CHIGGER (1955), 72 FEET NORTH OF A TRACK
 EG1836'ROAD, 1.9 FEET NORTH OF A
 EG1836'METAL WITNESS POST, AND 1 FOOT SOUTHWEST OF A SMALL
 EG1836'CEDAR TREE.
 EG1836'
 EG1836'RM 1 IS 56 FEET NORTH OF A LARGE ERODED AREA, 17.5 FEET NORTH OF THE
 EG1836'CENTER OF A TRACK ROAD, AND
 EG1836'STAMPED CHIGGER NO 1 (1955).
 EG1836'
 EG1836'RM 2 IS 36 FEET SOUTH OF A LARGE ERODED AREA AND STAMPED CHIGGER NO 2
 EG1836'(1955).
 EG1836'
 EG1836'THE AZIMUTH MARK IS 100 FEET WEST OF THE HOUSE, 81 FEET NORTH OF THE
 EG1836'CENTER OF A TRACK ROAD, 2
 EG1836'FEET WEST OF THE NORTHWEST CORNER OF A FENCE, 1.5
 EG1836'FEET NORTH OF A METAL WITNESS
 EG1836'POST, AND STAMPED CHIGGER (1955).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2295 ***********************************************************************
 BH2295  DESIGNATION -  CHIMNEY
 BH2295  PID         -  BH2295
 BH2295  STATE/COUNTY-  MS/JACKSON
 BH2295  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2295
 BH2295                         *CURRENT SURVEY CONTROL
 BH2295  ___________________________________________________________________
 BH2295* NAD 83(1993)-  30 15 08.01138(N)    088 43 05.46876(W)     ADJUSTED  
 BH2295* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 BH2295  ___________________________________________________________________
 BH2295  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2295  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BH2295  HORZ ORDER  -  THIRD
 BH2295
 BH2295.The horizontal coordinates were established by classical geodetic methods
 BH2295.and adjusted by the National Geodetic Survey in May 1994.
 BH2295
 BH2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2295
 BH2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2295
 BH2295.The geoid height was determined by GEOID03.
 BH2295
 BH2295;                    North         East     Units Scale Factor Converg.
 BH2295;SPC MS E     -    83,385.899   311,081.407   MT  0.99995151   +0 03 28.8
 BH2295;SPC MS E     -   273,575.24  1,020,606.25   sFT  0.99995151   +0 03 28.8
 BH2295;UTM  16      - 3,347,983.482   334,693.335   MT  0.99993713   -0 51 57.0
 BH2295
 BH2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2295!SPC MS E     -   1.00000381  x   0.99995151  =   0.99995532
 BH2295!UTM  16      -   1.00000381  x   0.99993713  =   0.99994094
 BH2295
 BH2295:                Primary Azimuth Mark                     Grid Az
 BH2295:SPC MS E     -  BELLEFONTAINE PT TANK                    005 20 59.7
 BH2295:UTM  16      -  BELLEFONTAINE PT TANK                    006 16 25.5
 BH2295
 BH2295|---------------------------------------------------------------------|
 BH2295| PID    Reference Object                     Distance      Geod. Az  |
 BH2295|                                                           dddmmss.s |
 BH2295| BH2306 BELLEFONTAINE PT TANK               APPROX.10.1 KM 0052428.5 |
 BH2295| DD7690 CHIMNEY RM 1                         18.030 METERS 04716     |
 BH2295| DD7691 CHIMNEY RM 3                         12.098 METERS 05929     |
 BH2295| BH2977 CHIMNEY RM 2                         12.899 METERS 23605     |
 BH2295|---------------------------------------------------------------------|
 BH2295
 BH2295                          SUPERSEDED SURVEY CONTROL
 BH2295
 BH2295  NAD 83(1993)-  30 15 08.02449(N)    088 43 05.46217(W) AD(       ) 3
 BH2295  NAD 83(1986)-  30 15 08.03237(N)    088 43 05.45796(W) AD(       ) 3
 BH2295  NAD 27      -  30 15 07.30862(N)    088 43 05.37432(W) AD(       ) 3
 BH2295  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG    3  
 BH2295
 BH2295.Superseded values are not recommended for survey control.
 BH2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2295.See file dsdata.txt to determine how the superseded data were derived.
 BH2295
 BH2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3469347983(NAD 83)
 BH2295_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2295+WITH SETTING: INFORMATION.
 BH2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2295
 BH2295  HISTORY     - Date     Condition        Report By
 BH2295  HISTORY     - 1966     MONUMENTED       CGS
 BH2295  HISTORY     - 1970     GOOD             NGS
 BH2295  HISTORY     - 1976     GOOD             NGS
 BH2295  HISTORY     - 1986     POOR             NOS
 BH2295
 BH2295                          STATION DESCRIPTION
 BH2295
 BH2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2295'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF BILOXI ON THE MOST
 BH2295'NORTHERN POINT OF LAND OF HORN ISLAND AND ABOUT 3 MILES EAST
 BH2295'OF THE WEST END OF THE ISLAND.
 BH2295'
 BH2295'STATION MARK, A STANDARD DISK STAMPED CHIMNEY 1966, IS CRIMPED TO THE
 BH2295'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT IS
 BH2295'ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS 2.3 FEET.  IT IS
 BH2295'110 FEET SOUTHEAST OF THE HIGH TIDE MARK, 80 FEET NORTHWEST OF AN
 BH2295'OLD BRICK CHIMNEY AND 3.2 FEET EAST-SOUTHEAST OF A METAL WITNESS
 BH2295'POST.
 BH2295'
 BH2295'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHIMNEY NO 1 1966, IS
 BH2295'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 BH2295'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2295'2.3 FEET.  IT IS 83 FEET NORTH-NORTHWEST OF THE OLD
 BH2295'BRICK CHIMNEY AND 56.9 FEET EAST-NORTHEAST OF THE METAL WITNESS POST.
 BH2295'
 BH2295'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHIMNEY NO 2 1966, IS
 BH2295'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24
 BH2295'FEET LONG.  IT IS ENCASED IN A 4 INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2295'2 FEET.  IT IS 108 FEET WEST OF THE OLD BRICK CHIMNEY AND 44.3
 BH2295'FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST.
 BH2295'
 BH2295'NO AZIMUTH MARK SET.
 BH2295'
 BH2295'NOTE- THE STATION CAN BE REACHED BY FLOAT PLANE OR BOAT ONLY.
 BH2295
 BH2295                          STATION RECOVERY (1970)
 BH2295
 BH2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2295'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 BH2295'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED AND THE DISK
 BH2295'RECOVERED.  THE DISTANCE TO REFERENCE MARK 2 FAILED TO CHECK.  THE
 BH2295'STATION IS IN JACKSON COUNTY INSTEAD OF HARRISON COUNTY.
 BH2295'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 BH2295'DESCRIPTION FOLLOWS.
 BH2295'
 BH2295'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF PASCAGOULA, 3
 BH2295'MILES EAST OF THE WEST END OF HORN ISLAND AND ON THE MOST
 BH2295'NORTHERN POINT OF THE ISLAND AND 79 FEET NORTHWEST OF A 25 FEET HIGH
 BH2295'BRICK CHIMNEY.
 BH2295'
 BH2295'THE STATION MARK IS A STANDARD DISK STAMPED CHIMNEY 1966, CRIMPED TO
 BH2295'THE TOP OF A 5/8 INCH COPPER WELD ROD 32 FEET LONG.  IT IS
 BH2295'ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.  IT IS 142
 BH2295'FEET SOUTHEAST OF THE HIGH WATER LINE, 79 FEET NORTHWEST OF THE
 BH2295'BRICK CHIMNEY AND 3.2 FEET SOUTH OF A METAL WITNESS POST.
 BH2295'
 BH2295'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHIMNEY NO 2 1966,
 BH2295'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD 24 FEET LONG.
 BH2295'IT IS ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 1.5 FEET.
 BH2295'IT IS 107 FEET WEST OF THE BRICK CHIMNEY AND 44.2 FEET
 BH2295'SOUTHWEST OF THE METAL WITNESS POST.
 BH2295'
 BH2295'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHIMNEY 1966 NO 3 1970
 BH2295'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD 24 FEET LONG.
 BH2295'IT IS ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 2 FEET.  IT
 BH2295'IS 66 FEET NORTH-NORTHWEST OF THE BRICK CHIMNEY AND 38.1 FEET
 BH2295'EAST OF THE METAL WITNESS POST.
 BH2295'
 BH2295'REFERENCE MARKS NOT MEASURED BETWEEN DUE TO MARKS BEING NEAR 180
 BH2295'DEGREES.
 BH2295'
 BH2295'NO AZIMUTH MARK ESTABLISHED.
 BH2295'
 BH2295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED ON HORN
 BH2295'ISLAND.
 BH2295
 BH2295                          STATION RECOVERY (1976)
 BH2295
 BH2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2295'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 BH2295'GOOD CONDITION.  SAND HAS BLOWN AWAY FROM MARKS, PROJECTING ABOUT
 BH2295'1 FOOT.
 BH2295'
 BH2295'THE 1970 DESCRIPTION IS ADEQUATE.
 BH2295'
 BH2295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2295'12-1/2 MILES SW OF PASCAGOULA.
 BH2295
 BH2295                          STATION RECOVERY (1986)
 BH2295
 BH2295'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2295'THE STATION WAS RECOVERED AT THIS DATE.
 BH2295'THE AREA OF THE STATION HAS ERODED TO THE EXTENT THAT THE STATION IS
 BH2295'NOW ON THE EXPOSED NORTHERLY VERTICAL SLOPE OF THE NEAREST SAND DUNE
 BH2295'TO THE BEACH.  THE STATION WOULD BE NEXT TO IMPOSSIBLE TO OCCUPY AND
 BH2295'AS SUCH SHOULD BE CLASSIFIED AS DESTROYED OR LOST.  A THIRD ORDER
 BH2295'POSITION WAS OBTAINED ON THE REFERENCE MARK NUMBER 2 THROUGH A THIRD
 BH2295'ORDER TRAVERSE.
 BH2295'
 BH2295'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2977 ***********************************************************************
 BH2977  DESIGNATION -  CHIMNEY RM 2
 BH2977  PID         -  BH2977
 BH2977  STATE/COUNTY-  MS/JACKSON
 BH2977  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2977
 BH2977                         *CURRENT SURVEY CONTROL
 BH2977  ___________________________________________________________________
 BH2977* NAD 83(1993)-  30 15 07.77765(N)    088 43 05.86915(W)     ADJUSTED  
 BH2977* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BH2977  ___________________________________________________________________
 BH2977  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2977  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BH2977  HORZ ORDER  -  THIRD
 BH2977
 BH2977.The horizontal coordinates were established by classical geodetic methods
 BH2977.and adjusted by the National Geodetic Survey in May 1994.
 BH2977
 BH2977.The orthometric height was scaled from a topographic map.
 BH2977
 BH2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2977
 BH2977.The geoid height was determined by GEOID03.
 BH2977
 BH2977;                    North         East     Units Scale Factor Converg.
 BH2977;SPC MS E     -    83,378.692   311,070.711   MT  0.99995151   +0 03 28.6
 BH2977;SPC MS E     -   273,551.59  1,020,571.16   sFT  0.99995151   +0 03 28.6
 BH2977;UTM  16      - 3,347,976.448   334,682.524   MT  0.99993718   -0 51 57.2
 BH2977
 BH2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2977!SPC MS E     -   1.00000337  x   0.99995151  =   0.99995488
 BH2977!UTM  16      -   1.00000337  x   0.99993718  =   0.99994055
 BH2977
 BH2977                          SUPERSEDED SURVEY CONTROL
 BH2977
 BH2977  NAD 83(1993)-  30 15 07.79076(N)    088 43 05.86257(W) AD(       ) 3
 BH2977  NAD 83(1986)-  30 15 07.79841(N)    088 43 05.85859(W) AD(       ) 3
 BH2977
 BH2977.Superseded values are not recommended for survey control.
 BH2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2977.See file dsdata.txt to determine how the superseded data were derived.
 BH2977
 BH2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3468347976(NAD 83)
 BH2977_MARKER: DR = REFERENCE MARK DISK
 BH2977_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BH2977+WITH SETTING: INFORMATION.
 BH2977_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2977
 BH2977  HISTORY     - Date     Condition        Report By
 BH2977  HISTORY     - 1986     MONUMENTED       NGS
 BH2977
 BH2977                          STATION DESCRIPTION
 BH2977
 BH2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (WVH)
 BH2977'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 BH2977'SOUTHEAST OF BILOXI ON THE MOST NORTHERN POINT OF LAND OF HORN ISLAND
 BH2977'4.8 KM (3.0 MI) EAST OF THE WEST END OF THE ISLAND.
 BH2977'
 BH2977'THE STATION CAN ONLY BE REACHED BY BOAT.
 BH2977'
 BH2977'THE STATION IS A STANDARD NGS DISK
 BH2977'STAMPED---CHIMNEY NO 2 1966---,
 BH2977'SET INTO A METAL ROD WHICH IS DRIVEN TO REFUSAL INTO THE GROUND.
 BH2977'32.9 METERS (108 FT) WEST FROM A OLD BRICK CHIMNEY.
 BH2977'
 BH2977'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BH2977'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0864 ***********************************************************************
 EG0864  DESIGNATION -  CHISELED CROSS
 EG0864  PID         -  EG0864
 EG0864  STATE/COUNTY-  MS/ALCORN
 EG0864  USGS QUAD   -  CORINTH (1982)
 EG0864
 EG0864                         *CURRENT SURVEY CONTROL
 EG0864  ___________________________________________________________________
 EG0864* NAD 83(1986)-  34 59 43.     (N)    088 35 52.     (W)     SCALED    
 EG0864* NAVD 88     -       144.853  (meters)     475.24   (feet)  ADJUSTED  
 EG0864  ___________________________________________________________________
 EG0864  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EG0864  DYNAMIC HT  -         144.715 (meters)     474.79  (feet)  COMP
 EG0864  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EG0864
 EG0864  VERT ORDER  -  FIRST     CLASS II
 EG0864
 EG0864.The horizontal coordinates were scaled from a topographic map and have
 EG0864.an estimated accuracy of +/- 6 seconds.
 EG0864
 EG0864.The orthometric height was determined by differential leveling
 EG0864.and adjusted in June 1991.
 EG0864
 EG0864.The geoid height was determined by GEOID03.
 EG0864
 EG0864.The dynamic height is computed by dividing the NAVD 88
 EG0864.geopotential number by the normal gravity value computed on the
 EG0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0864.degrees latitude (g = 980.6199 gals.).
 EG0864
 EG0864.The modeled gravity was interpolated from observed gravity values.
 EG0864
 EG0864;                    North         East    Units  Estimated Accuracy
 EG0864;SPC MS E     -   609,380.      321,500.      MT  (+/- 180 meters Scaled)
 EG0864
 EG0864                          SUPERSEDED SURVEY CONTROL
 EG0864
 EG0864  NGVD 29 (??/??/92)  144.83   (m)          475.2    (f) COMPUTED    1 2
 EG0864
 EG0864.Superseded values are not recommended for survey control.
 EG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0864.See file dsdata.txt to determine how the superseded data were derived.
 EG0864
 EG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD541736(NAD 83)
 EG0864_MARKER: X = CHISELED CROSS
 EG0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0864+STABILITY: SURFACE MOTION
 EG0864
 EG0864  HISTORY     - Date     Condition        Report By
 EG0864  HISTORY     - UNK      MONUMENTED       CGS
 EG0864  HISTORY     - 1962     GOOD             MSHD
 EG0864
 EG0864                          STATION DESCRIPTION
 EG0864
 EG0864'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0864'6.2 MI NW FROM CORINTH.
 EG0864'ABOUT 6.2 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EG0864'AT CORINTH, ALCORN COUNTY, ABOUT 0.8 MILE NORTHWEST OF WENASOGA, AT
 EG0864'THE TENN.-MISS. STATE LINE, 40 FEET NORTHEAST OF THE CENTER LINE OF
 EG0864'THE TRACK, ON THE TOP OF THE WEST SIDE OF A LARGE STONE BOUNDRY POST,
 EG0864'ABOUT LEVEL WITH THE TRACK AND PROJECTS 24 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0936 ***********************************************************************
 DJ0936  DESIGNATION -  CHISELED SQUARE
 DJ0936  PID         -  DJ0936
 DJ0936  STATE/COUNTY-  MS/CLAY
 DJ0936  USGS QUAD   -  WEST POINT (1987)
 DJ0936
 DJ0936                         *CURRENT SURVEY CONTROL
 DJ0936  ___________________________________________________________________
 DJ0936* NAD 83(1986)-  33 32 17.     (N)    088 37 54.     (W)     SCALED    
 DJ0936* NAVD 88     -        57.877  (meters)     189.88   (feet)  POSTED    
 DJ0936  ___________________________________________________________________
 DJ0936  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0936  DYNAMIC HT  -          57.820 (meters)     189.70  (feet)  COMP
 DJ0936  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DJ0936
 DJ0936  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DJ0936
 DJ0936.The horizontal coordinates were scaled from a topographic map and have
 DJ0936.an estimated accuracy of +/- 6 seconds.
 DJ0936
 DJ0936.The orthometric height was determined by differential leveling
 DJ0936.and adjusted by the  in 1992.
 DJ0936.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DJ0936.rate greater than 8.0 mm/km.
 DJ0936
 DJ0936.The geoid height was determined by GEOID03.
 DJ0936
 DJ0936.The dynamic height is computed by dividing the NAVD 88
 DJ0936.geopotential number by the normal gravity value computed on the
 DJ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0936.degrees latitude (g = 980.6199 gals.).
 DJ0936
 DJ0936.The modeled gravity was interpolated from observed gravity values.
 DJ0936
 DJ0936;                    North         East    Units  Estimated Accuracy
 DJ0936;SPC MS E     -   447,730.      318,730.      MT  (+/- 180 meters Scaled)
 DJ0936
 DJ0936                          SUPERSEDED SURVEY CONTROL
 DJ0936
 DJ0936  NGVD 29 (??/??/92)   57.856  (m)          189.82   (f) ADJ UNCH    1 2
 DJ0936
 DJ0936.Superseded values are not recommended for survey control.
 DJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0936.See file dsdata.txt to determine how the superseded data were derived.
 DJ0936
 DJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC485121(NAD 83)
 DJ0936_MARKER: Q = CHISELED SQUARE
 DJ0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0936_SP_SET: PIER
 DJ0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0936
 DJ0936  HISTORY     - Date     Condition        Report By
 DJ0936  HISTORY     - UNK      MONUMENTED       CGS
 DJ0936  HISTORY     - 1962     GOOD             MSHD
 DJ0936  HISTORY     - 1980     GOOD             MSHD
 DJ0936  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0936  HISTORY     - 20051218 POOR             GEOCAC
 DJ0936
 DJ0936                          STATION DESCRIPTION
 DJ0936
 DJ0936'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 DJ0936'0.7 MI N FROM TIBBEE.
 DJ0936'0.7 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ0936'STATION AT TIBBEE, CLAY COUNTY, AT MILEAGE 227.81, AT A LARGE STEEL
 DJ0936'TRESTLE OVER TIBBEE CREEK, ON THE TOP OF THE SOUTHWEST CONCRETE PIER,
 DJ0936'AND 12 FEET WEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE
 DJ0936'IN THE CENTER OF A CHISELED CROSS.
 DJ0936
 DJ0936                          STATION RECOVERY (1980)
 DJ0936
 DJ0936'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ0936'TO REACH FROM THE INTERSECTION OF 45 A AND HWY 50 IN WEST POINT GO S
 DJ0936'ON HWY 45 A FOR 5.2 MILES TO TIBBEE CROSSING TURN LEFT E AND GO 1.1
 DJ0936'MILES TO CURVE SOUTH IN MAIN ROAD AND GRAVEL ROAD STRAIGHT AHEAD GO
 DJ0936'ON STRAIGHT ROAD UNTIL PARALLELS RAILROAD AND A T JUNCTION STOP AND
 DJ0936'WALK N ON RR FOR ABOUT 500 FEET TO RR TRESTLE AND THE MARK IN THE SW
 DJ0936'CONCRETE PIER. IT IS 12 FEET W CONCRETE OF RR TRACK.
 DJ0936
 DJ0936                          STATION RECOVERY (1983)
 DJ0936
 DJ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0936'SEARCHED FOR, BUT NOT RECOVERED.
 DJ0936
 DJ0936                          STATION RECOVERY (2005)
 DJ0936
 DJ0936'RECOVERY NOTE BY GEOCACHING 2005 (RCS)
 DJ0936'QUARTER INCH CRACK IN CONCRETE EXTENDS THROUGH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0369 ***********************************************************************
 DK0369  DESIGNATION -  CHISELED SQUARE INDIANOLA
 DK0369  PID         -  DK0369
 DK0369  STATE/COUNTY-  MS/SUNFLOWER
 DK0369  USGS QUAD   -  INDIANOLA (1965)
 DK0369
 DK0369                         *CURRENT SURVEY CONTROL
 DK0369  ___________________________________________________________________
 DK0369* NAD 83(1986)-  33 27 03.     (N)    090 38 58.     (W)     SCALED    
 DK0369* NAVD 88     -        37.453  (meters)     122.88   (feet)  ADJUSTED  
 DK0369  ___________________________________________________________________
 DK0369  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0369  DYNAMIC HT  -          37.414 (meters)     122.75  (feet)  COMP
 DK0369  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 DK0369
 DK0369  VERT ORDER  -  FIRST     CLASS II
 DK0369
 DK0369.The horizontal coordinates were scaled from a topographic map and have
 DK0369.an estimated accuracy of +/- 6 seconds.
 DK0369
 DK0369.The orthometric height was determined by differential leveling
 DK0369.and adjusted in June 1991.
 DK0369
 DK0369.The geoid height was determined by GEOID03.
 DK0369
 DK0369.The dynamic height is computed by dividing the NAVD 88
 DK0369.geopotential number by the normal gravity value computed on the
 DK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0369.degrees latitude (g = 980.6199 gals.).
 DK0369
 DK0369.The modeled gravity was interpolated from observed gravity values.
 DK0369
 DK0369;                    North         East    Units  Estimated Accuracy
 DK0369;SPC MS W     -   438,080.      670,610.      MT  (+/- 180 meters Scaled)
 DK0369
 DK0369                          SUPERSEDED SURVEY CONTROL
 DK0369
 DK0369  NGVD 29 (??/??/??)   37.528  (m)          123.12   (f) ADJUSTED    1 2
 DK0369
 DK0369.Superseded values are not recommended for survey control.
 DK0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0369.See file dsdata.txt to determine how the superseded data were derived.
 DK0369
 DK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT184037(NAD 83)
 DK0369_MARKER: Q = CHISELED SQUARE
 DK0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0369_SP_SET: CONCRETE SUPPORT
 DK0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0369
 DK0369  HISTORY     - Date     Condition        Report By
 DK0369  HISTORY     - UNK      MONUMENTED       CGS
 DK0369  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0369
 DK0369                          STATION DESCRIPTION
 DK0369
 DK0369'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0369'IN INDIANOLA.
 DK0369'THE MARK IS LOCATED AT INDIANOLA, SUNFLOWER COUNTY, ON THE SOUTH LAWN
 DK0369'OF THE COUNTY COURTHOUSE, 36 FEET WEST OF A WALK, AND ON THE NORTHEAST
 DK0369'CORNER OF THE EAST CONCRETE SUPPORT FOR A CANNON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9577 ***********************************************************************
 AA9577  DESIGNATION -  CHITTO RESET
 AA9577  PID         -  AA9577
 AA9577  STATE/COUNTY-  MS/LINCOLN
 AA9577  USGS QUAD   -  BROOKHAVEN (1972)
 AA9577
 AA9577                         *CURRENT SURVEY CONTROL
 AA9577  ___________________________________________________________________
 AA9577* NAD 83(1993)-  31 30 10.08052(N)    090 27 59.69073(W)     ADJUSTED  
 AA9577* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 AA9577  ___________________________________________________________________
 AA9577  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AA9577  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AA9577  HORZ ORDER  -  FIRST
 AA9577
 AA9577.The horizontal coordinates were established by classical geodetic methods
 AA9577.and adjusted by the National Geodetic Survey in May 1994.
 AA9577
 AA9577.The orthometric height was scaled from a topographic map.
 AA9577
 AA9577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9577
 AA9577.The geoid height was determined by GEOID03.
 AA9577
 AA9577;                    North         East     Units Scale Factor Converg.
 AA9577;SPC MS W     -   222,028.999   687,342.190   MT  0.99995198   -0 04 10.7
 AA9577;SPC MS W     -   728,440.14  2,255,055.17   sFT  0.99995198   -0 04 10.7
 AA9577;UTM  15      - 3,488,107.791   740,613.122   MT  1.00031412   +1 19 28.0
 AA9577
 AA9577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9577!SPC MS W     -   0.99998369  x   0.99995198  =   0.99993567
 AA9577!UTM  15      -   0.99998369  x   1.00031412  =   1.00029780
 AA9577
 AA9577:                Primary Azimuth Mark                     Grid Az
 AA9577:SPC MS W     -  BROOKHAVEN CONCRETE STACK                015 27 52.1
 AA9577:UTM  15      -  BROOKHAVEN CONCRETE STACK                014 04 13.4
 AA9577
 AA9577|---------------------------------------------------------------------|
 AA9577| PID    Reference Object                     Distance      Geod. Az  |
 AA9577|                                                           dddmmss.s |
 AA9577| BW2208 BROOKHAVEN CONCRETE STACK           APPROX. 9.2 KM 0152341.4 |
 AA9577| BW2209 BROOKHAVEN WATER TANK               APPROX. 9.4 KM 0162144.7 |
 AA9577| CY4045 CHITTO AZ MK                                       0915402.2 |
 AA9577| CY4046 CHITTO RM 1                          33.006 METERS 10934     |
 AA9577| CY4048 CHITTO RM 3                          15.718 METERS 18340     |
 AA9577| CY4047 CHITTO RM 2                          33.977 METERS 24829     |
 AA9577| BW2352 BROOKHAVEN LOOKOUT TOWER            APPROX. 7.1 KM 2943638.3 |
 AA9577|---------------------------------------------------------------------|
 AA9577
 AA9577                          SUPERSEDED SURVEY CONTROL
 AA9577
 AA9577  NAD 83(1986)-  31 30 10.09654(N)    090 27 59.68761(W) AD(       ) 1
 AA9577
 AA9577.Superseded values are not recommended for survey control.
 AA9577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9577.See file dsdata.txt to determine how the superseded data were derived.
 AA9577
 AA9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4061388108(NAD 83)
 AA9577_MARKER: DS = TRIANGULATION STATION DISK
 AA9577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9577_SP_SET: IN TOP OF CONCRETE MONUMENT
 AA9577_STAMPING: CHITTO 1946 1968
 AA9577_MARK LOGO: CGS   
 AA9577_PROJECTION: RECESSED 25 CENTIMETERS
 AA9577
 AA9577  HISTORY     - Date     Condition        Report By
 AA9577  HISTORY     - 1968     MONUMENTED       CGS
 AA9577  HISTORY     - 1969     GOOD             MSSU
 AA9577  HISTORY     - 1970     GOOD             MSSU
 AA9577
 AA9577                          STATION DESCRIPTION
 AA9577
 AA9577'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AA9577'THE STATION WAS VISITED 2-6-68 AND STATION SURFACE MARK WAS
 AA9577'FOUND UP-ROOTED AND THE STATION UNDERGROUND MARK, AZIMUTH
 AA9577'MARK AND R.M. NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 AA9577'THE SUB-SURFACE MARK WAS LOWERED IN ITS ORIGINAL POSITION
 AA9577'AND A NEW SURFACE MARK WAS SET ABOUT 10-INCHES BELOW THE
 AA9577'SURFACE OF GROUND.  THE MARK IS IN THE DITCH LINE OF A
 AA9577'GRAVELED ROAD WHICH DEAD END ABOUT 0.5 MILE TO THE WEST.
 AA9577'THE AZIMUTH MARK WILL NOT SEE FROM THE STATION DUE TO TIMBER
 AA9577'GROWTH.  R.M. NO. 3 WAS ESTABLISHED AT THIS DATE DUE TO
 AA9577'SETTING STATION MARK UNDERGROUND.  ANGLES WERE OBSERVED AT
 AA9577'R.M. NO. 1 AND NO. 3.  A NEW DESCRIPTION FOLLOWS--
 AA9577'
 AA9577'THE STATION IS LOCATED 5.5 MILES SOUTHWEST OF BROOKHAVEN
 AA9577'AND 4.5 MILES NORTH-NORTHWEST OF BOGUE CHITTO IN THE NORTHEAST
 AA9577'1/4 OF SEC. 11, T6N, R7E, ON THE NORTH SIDE OF AN EAST-WEST
 AA9577'GRAVELED ROAD BETWEEN NEW ROAD AND OLD TRACK ROAD ON THE
 AA9577'HIGHEST POINT OF THE GRADE.  THE STATION IS 300 FEET EAST
 AA9577'OF THE CENTER OF A CATTLE GUARD, 270 FEET EAST OF TRACK
 AA9577'LEADING NORTH, 16 FEET NORTH OF THE CENTERLINE OF NEW GRAVELED
 AA9577'ROAD, 37 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD, 13 FEET
 AA9577'SOUTHEAST OF POWER POLE, 57 FEET SOUTHEAST OF A T-FENCE
 AA9577'CORNER, 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 AA9577'TRIANGULATION DISK STAMPED CHITTO 1946 1968,
 AA9577'10-INCHES BELOW SURFACE OF GROUND IN DITCH LINE.
 AA9577'
 AA9577'REFERENCE MARK NO. 1 IS 108.29 FEET SOUTHEAST OF THE STATION,
 AA9577'21 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 1 FOOT SOUTH
 AA9577'OF A FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 AA9577'STANDARD REFERENCE MARK DISK STAMPED CHITTO NO 1 1946, PROJECTING
 AA9577'6-INCHES.
 AA9577'
 AA9577'REFERENCE MARK NO. 2 IS 111.47 FEET SOUTHWEST OF STATION,
 AA9577'24.5 FEET SOUTH OF THE CENTERLINE OF GRAVELED ROAD, 74 FEET
 AA9577'SOUTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 5 FEET SOUTH
 AA9577'OF A FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 AA9577'A STANDARD REFERENCE MARK DISK STAMPED CHITTO NO 2 1946,
 AA9577'PROJECTING 6-INCHES.
 AA9577'
 AA9577'REFERENCE MARK NO. 3 IS 51.57 FEET SOUTH OF STATION, 35 FEET
 AA9577'SOUTH OF THE CENTERLINE OF GRAVELED ROAD, 15 FEET SOUTH OF
 AA9577'FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 AA9577'CHITTO 1946 NO 3 1968, PROJECTING 4-INCHES.
 AA9577'
 AA9577'TO REACH THE STATION FROM THE BOGUE CHITTO BRANCH OF THE
 AA9577'BROOKHAVEN BANK IN NORTHEAST BOGUE CHITTO, GO NORTH ON U.S.
 AA9577'HIGHWAY 51 FOR 4.3 MILES TO A SIDE ROAD LEFT, TURN LEFT
 AA9577'(WEST) AND GO 0.1 MILE TO THE TOP OF THE HILL AND THE AZIMUTH
 AA9577'MARK ON THE LEFT, CONTINUE WEST FOR 0.3 MILE TO THE STATION
 AA9577'ON THE RIGHT.
 AA9577'
 AA9577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 AA9577'SW OF BROOKHAVEN
 AA9577
 AA9577                          STATION RECOVERY (1969)
 AA9577
 AA9577'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 AA9577'CHITTO 1946 1968 - GOOD
 AA9577'
 AA9577'R.M. 1 - GOOD
 AA9577'
 AA9577'R.M. 2 - GOOD
 AA9577'
 AA9577'R.M. 3 - GOOD
 AA9577'
 AA9577'AZ. MK. - GOOD
 AA9577'
 AA9577'68 DESCRIPTION BY LFS ADEQUATE EXCEPT REVISED DESCRIPTION
 AA9577'FOR STATION FOLLOWS--THE STATION IS LOCATED IN A PASTURE 5
 AA9577'FEET NORTH OF PASTURE FENCE ALONG NORTH SIDE OF GRAVEL ROAD
 AA9577'THAT NOW CONTINUES WESTERLY FROM STATION.  WITNESS POST STILL
 AA9577'MARKS STATION LOCATION.
 AA9577
 AA9577                          STATION RECOVERY (1970)
 AA9577
 AA9577'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 AA9577'THE FIVE SURFACE MARKS FOUND IN GOOD CONDITION.  THE 1968
 AA9577'DESCRIPTION BY LFS SHOULD BE REVISED TO REFLECT THE FOLLOWING
 AA9577'CHANGES AT THE STATION LOCATION--
 AA9577'
 AA9577'(1) THE STATION MARK IS NOW LOCATED IN A PASTURE, 4 FEET NORTH
 AA9577'OF A NEW FENCE, 16 FEET NORTH OF A GRAVEL ROAD, 270 FEET EAST
 AA9577'OF A GRAVEL DRIVE LEADING TO LEROY C SMITH RESIDENCE.  (OMIT
 AA9577'ALL REFERENCES TO THE TRACK ROAD WHICH NO LONGER EXISTS).
 AA9577'
 AA9577'(2) A NEW FENCE HAS BEEN BUILT ON SOUTH SIDE OF ROAD ALSO,
 AA9577'CHANGING THE REFERENCES TO THE R.M.S AS FOLLOWING--R.M. 1 IS NOW
 AA9577'2 FT S/FENCE, R.M. 2 IS 7 FT S/FENCE, R.M. 3 IS 17-1/2 FT
 AA9577'S/FENCE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1386 ***********************************************************************
 CO1386  DESIGNATION -  CHOCKTAW
 CO1386  PID         -  CO1386
 CO1386  STATE/COUNTY-  MS/SMITH
 CO1386  USGS QUAD   -  WHITE OAK (1980)
 CO1386
 CO1386                         *CURRENT SURVEY CONTROL
 CO1386  ___________________________________________________________________
 CO1386* NAD 83(1993)-  32 00 29.71273(N)    089 39 00.49216(W)     ADJUSTED  
 CO1386* NAVD 88     -       176.87   (+/-2cm)     580.3    (feet)  VERTCON   
 CO1386  ___________________________________________________________________
 CO1386  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CO1386  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CO1386  HORZ ORDER  -  FIRST
 CO1386  VERT ORDER  -  THIRD ? (See Below)
 CO1386
 CO1386.The horizontal coordinates were established by classical geodetic methods
 CO1386.and adjusted by the National Geodetic Survey in May 1994.
 CO1386
 CO1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1386.The vertical order pertains to the NGVD 29 superseded value.
 CO1386
 CO1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1386
 CO1386.The geoid height was determined by GEOID03.
 CO1386
 CO1386;                    North         East     Units Scale Factor Converg.
 CO1386;SPC MS E     -   278,356.042   222,827.302   MT  1.00002342   -0 25 58.7
 CO1386;SPC MS E     -   913,239.78    731,059.24   sFT  1.00002342   -0 25 58.7
 CO1386;SPC MS W     -   278,268.451   764,549.060   MT  1.00000137   +0 21 43.7
 CO1386;SPC MS W     -   912,952.41  2,508,358.04   sFT  1.00000137   +0 21 43.7
 CO1386;UTM  16      - 3,544,420.551   249,663.448   MT  1.00037293   -1 24 19.5
 CO1386
 CO1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1386!SPC MS E     -   0.99997635  x   1.00002342  =   0.99999977
 CO1386!SPC MS W     -   0.99997635  x   1.00000137  =   0.99997772
 CO1386!UTM  16      -   0.99997635  x   1.00037293  =   1.00034927
 CO1386
 CO1386:                Primary Azimuth Mark                     Grid Az
 CO1386:SPC MS E     -  CHOCKTAW AZ MK                           019 39 20.3
 CO1386:SPC MS W     -  CHOCKTAW AZ MK                           018 51 37.9
 CO1386:UTM  16      -  CHOCKTAW AZ MK                           020 37 41.1
 CO1386
 CO1386|---------------------------------------------------------------------|
 CO1386| PID    Reference Object                     Distance      Geod. Az  |
 CO1386|                                                           dddmmss.s |
 CO1386| CG1356 CHOCKTAW AZ MK                                     0191321.6 |
 CO1386| CG1357 CHOCKTAW RM 1                        30.449 METERS 04157     |
 CO1386| CG1359 CHOCKTAW RM 3                        24.031 METERS 07742     |
 CO1386| CG1358 CHOCKTAW RM 2                        35.966 METERS 15050     |
 CO1386| CG1360 CHOCKTAW RM 4                        20.133 METERS 19748     |
 CO1386|---------------------------------------------------------------------|
 CO1386
 CO1386                          SUPERSEDED SURVEY CONTROL
 CO1386
 CO1386  NAD 83(1986)-  32 00 29.72678(N)    089 39 00.48917(W) AD(       ) 1
 CO1386  NAD 27      -  32 00 29.16400(N)    089 39 00.22900(W) AD(       ) 1
 CO1386  NGVD 29 (07/19/86)  176.87   (m)          580.3    (f) LEVELING    3  
 CO1386
 CO1386.Superseded values are not recommended for survey control.
 CO1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1386.See file dsdata.txt to determine how the superseded data were derived.
 CO1386
 CO1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA4966344421(NAD 83)
 CO1386_MARKER: DS = TRIANGULATION STATION DISK
 CO1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1386+STABILITY: SURFACE MOTION
 CO1386
 CO1386  HISTORY     - Date     Condition        Report By
 CO1386  HISTORY     - 1945     MONUMENTED       CGS
 CO1386  HISTORY     - 1955     GOOD             CGS
 CO1386  HISTORY     - 1966     GOOD             MSHD
 CO1386  HISTORY     - 19740315 GOOD             USGS
 CO1386  HISTORY     - 1975     GOOD             NGS
 CO1386
 CO1386                          STATION DESCRIPTION
 CO1386
 CO1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1386'STATION IS LOCATED ABOUT 6.5 MILES ENE OF MARTINVILLE ON THE
 CO1386'RIGHT-OF-WAY OF A COUNTY ROAD AND 0.2 MILE S OF WILLIAMS GENERAL
 CO1386'STORE.  THE MARK IS 60 FEET NW OF A ROAD INTERSECTION AT A FORK,
 CO1386'35 FEET W OF THE APPROXIMATE CENTER OF THE N-S ROAD, 12 FEET E
 CO1386'OF THE FENCE LINE, AND 5 FEET ESE OF A STANDARD WITNESS POST.
 CO1386'
 CO1386'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1386'POST, STAMPED CHOCKTAW 1945, AND PROJECTS ABOUT 4 INCHES ABOVE
 CO1386'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CO1386'CONCRETE.
 CO1386'
 CO1386'REFERENCE MARK 1 IS 99.90 FEET NE OF THE STATION, 32 FEET E
 CO1386'OF THE CENTER OF THE N-S ROAD, AND 1 FOOT W OF THE RIGHT-OF-WAY
 CO1386'FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 CO1386'CONCRETE POST, STAMPED CHOCKTAW NO 1 1945, AND PROJECTS ABOUT
 CO1386'6 INCHES ABOVE THE GROUND.
 CO1386'
 CO1386'REFERENCE MARK 2 IS 118.00 FEET SE OF THE STATION, 18 FEET E
 CO1386'OF THE APPROXIMATE CENTER OF THE ROAD, AND 2 FEET E OF THE FENCE
 CO1386'LINE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 CO1386'STAMPED CHOCKTAW NO 2 1945, AND PROJECTS ABOUT 6 INCHES ABOVE THE
 CO1386'GROUND.
 CO1386'
 CO1386'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NNE OF THE STATION.  IT IS
 CO1386'ABOUT 50 YARDS NW OF B.M. BISHOPS FARMHOUSE, 42 FEET NW OF
 CO1386'THE CENTER OF THE ROAD, AND 3 FEET W OF A STANDARD WITNESS POST.
 CO1386'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CO1386'CHOCKTAW 1945, AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CO1386'
 CO1386'TO REACH THE STATION FROM THE CROSSROADS IN THE VILLAGE OF
 CO1386'MARTINVILLE, GO E ON A GRADED DIRT ROAD KEEPING STRAIGHT
 CO1386'AHEAD AT ALL INTERSECTIONS FOR 4.9 MILES TO A FORK.  TAKE THE
 CO1386'RIGHT FORK AND GO 1.6 MILES TO A Y-INTERSECTION.  KEEP LEFT FOR
 CO1386'0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CO1386'
 CO1386'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 0.2 MILE
 CO1386'TO THE WILLIAMS GENERAL STORE, THEN TAKE THE RIGHT FORK FOR 0.2
 CO1386'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CO1386'
 CO1386'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CO1386
 CO1386                          STATION RECOVERY (1955)
 CO1386
 CO1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CO1386'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CO1386'A NEW DESCRIPTION FOLLOWS-
 CO1386'
 CO1386'THE STATION IS LOCATED 6.5 MI. E-NE OF MARTINVILLE, AT A FORK
 CO1386'IN THE GRAVELED ROAD, 179 FT. N OF A.H. BISHOPS STORE, 96 FT.
 CO1386'S-SE OF THE SE CORNER OF THE HOUSE OWNED BY HERMAN SULLIVAN AND
 CO1386'OCCUPIED BY EVEL TOULIS, 32 FT. W OF THE CENTER OF A N-S ROAD,
 CO1386'16.5 FT. W-SW OF A POWER POLE WITH WIRES LEADING IN FOUR
 CO1386'DIRECTIONS, 8 FT. E OF THE W ANCHOR FOR THE POWER POLE, AND 13
 CO1386'FT. E OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED CHOCKTAW
 CO1386'1945 AND PROJECTING 6 IN.
 CO1386'
 CO1386'REFERENCE MARK 1 IS 99.90 FT. NE OF THE STATION, 32 FT. E OF
 CO1386'THE CENTER OF THE ROAD, 20 FT. SE OF AN 18-IN. OAK TREE, 51 FT.
 CO1386'N-NE OF A 14-IN. OAK TREE, AND 3 FT. S OF THE PROJECTED TANGENT
 CO1386'OF THE S SIDE OF HERMAN SULLIVANS HOUSE.  IT IS A STANDARD DISK,
 CO1386'STAMPED CHOCKTAW NO 1 1945 AND PROJECTING 6 IN.
 CO1386'
 CO1386'REFERENCE MARK 2 IS 118.00 FT. SE OF THE STATION, 18 FT. E
 CO1386'OF THE E ROAD OF THE FORK, 90 FT. NE OF THE NE CORNER OF THE
 CO1386'BISHOP STORE, AND 78 FT. N-NE OF THE POWER POLE SUPPORTING THE
 CO1386'WIRES SUPPLYING THE STORE.  IT IS A STANDARD DISK, STAMPED
 CO1386'CHOCKTAW NO 2 1945 AND PROJECTING 6 IN.
 CO1386'
 CO1386'THE AZIMUTH MARK IS 0.3 MI N-NE OF THE STATION, 41 FT. N OF
 CO1386'THE CENTER OF THE DIRT ROAD, 27 FT. N-NE OF A TWIN OAK TREE
 CO1386'WITH THE N TWIN CUT OFF, 95 FT. N-NE OF THE NE CORNER OF THE
 CO1386'B.M. BISHOP HOUSE, AND 81 FT. SE OF THE SE CORNER OF THE HOUSE ON
 CO1386'THE N SIDE OF THE ROAD.  IT IS A STANDARD DISK, STAMPED CHOCKTAW
 CO1386'1945 AND PROJECTING 6 IN.
 CO1386'
 CO1386'TO REACH THE STATION FROM THE STOPLIGHT AND MAIN CROSSROAD AT
 CO1386'THE RAILROAD STATION IN MENDENHALL, GO SE ON U.S. HIGHWAY 49
 CO1386'FOR 1.2 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 6.25 MI. TO A
 CO1386'CROSSROAD IN MARTINVILLE WITH A STORE AND FILLING STATION IN
 CO1386'THE SE ANGLE, CONTINUE STRAIGHT AHEAD AND GO 0.8 MI. TO A SIDE
 CO1386'ROAD LEFT, KEEP STRAIGHT AHEAD FOR 1.1 MI. TO A SIDE ROAD LEFT.
 CO1386'KEEP STRAIGHT AHEAD AND GO 1.8 MI. TO A CROSSROAD, KEEP
 CO1386'STRAIGHT AHEAD FOR 1.1 MI. TO FORKS, TAKE THE RIGHT FORK AND GO
 CO1386'1.5 MI.  TO A T-INTERSECTION, TURN LEFT AND GO 0.5 MI. TO A
 CO1386'FORK IN THE ROAD WITH THE STATION ON THE LEFT AND THE A.H.
 CO1386'BISHOP STORE IN THE SW ANGLE OF THE FORK.
 CO1386
 CO1386                          STATION RECOVERY (1966)
 CO1386
 CO1386'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO1386'THE STATION WAS VISITED 3-9-66 AND ALL MARKS WERE FOUND IN GOOD
 CO1386'CONDITION.
 CO1386'
 CO1386'THE STATION IS REACHED FROM THE COURTHOUSE IN RALEIGH GO NORTH
 CO1386'ON HIGHWAY 35 FOR 0.2 MILES TO HIGHWAY 18 ON THE LEFT, TURN
 CO1386'LEFT AND GO 7.25 MILES TO A CROSSROADS, TURN LEFT AND GO 3.8
 CO1386'MILES TO A T-INTERSECTION, TURN RIGHT AND GO 0.15 MILES TO THE
 CO1386'STATION ON THE RIGHT.  TO REACH THE AZIMUTH FROM THE STATION GO
 CO1386'NORTHEAST ON A GRAVEL ROAD FOR 0.3 MILES TO THE MARK ON THE
 CO1386'LEFT.  THE STATION DISK IS STAMPED CHOCKTAW (1945).
 CO1386'
 CO1386'IT IS 179 FEET NORTH OF A.H. BISHOPS STORE, 96 FEET SOUTHEAST
 CO1386'OF THE SOUTHEAST CORNER OF A HOUSE, 32 FEET WEST OF THE CENTER
 CO1386'OF A NORTH-SOUTH ROAD, 16.5 FEET WEST-SOUTHWEST OF A POWER POLE
 CO1386'WITH WIRES LEADING IN FOUR DIRECTIONS, 13 FEET EAST OF A FENCE,
 CO1386'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 CO1386'
 CO1386'R.M. 1 IS 51 FEET NORTH OF A 18 INCH OAK, 32 FEET EAST OF THE
 CO1386'CENTER OF ROAD, 20 FEET SOUTHEAST OF A 20 INCH OAK, AND STAMPED
 CO1386'CHOCKTAW NO. 1 (1945).
 CO1386'
 CO1386'R.M. 2 IS 79.3 FEET NORTHEAST OF A POWER POLE IN FRONT OF THE
 CO1386'STORE, 90 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STORE,
 CO1386'18 FEET EAST OF THE EAST ROAD OF THE FORK, AND STAMPED CHOCKTAW
 CO1386'NO. 2 (1945).
 CO1386'
 CO1386'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF A GRAVEL
 CO1386'ROAD, 26.5 FEET NORTHWEST OF A TELEPHONE POLE, 13.5 FEET EAST
 CO1386'OF A MIMOSA TREE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND
 CO1386'STAMPED CHOCKTAW (1945).
 CO1386
 CO1386                          STATION RECOVERY (1974)
 CO1386
 CO1386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CO1386'RECOVERED IN GOOD CONDITION.
 CO1386
 CO1386                          STATION RECOVERY (1975)
 CO1386
 CO1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CO1386'THE STATION WAS VISITED 2-12-75 AND THE STATION AND THE AZIMUTH
 CO1386'MARKS WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO 1 AND
 CO1386'NO 2 WERE DESTROYED BY CONSTRUCTION OF A NEW ROAD.  NEW REFERENCE
 CO1386'MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS TIME.  A NEW
 CO1386'DESCRIPTION FOLLOWS--
 CO1386'
 CO1386'THE STATION IS LOCATED 6.5 MILES EAST-NORTHEAST OF MARTINVILLE, 0.5
 CO1386'MILE EAST OF THE SIMPSON-SMITH COUNTY LINE ON A COUNTY ROAD
 CO1386'RIGHT-OF-WAY.
 CO1386'
 CO1386'TO REACH THE STATION FROM THE COURTHOUSE IN RALEIGH GO NORTH ON
 CO1386'HIGHWAY 35 FOR 0.2 MILES TO HIGHWAY 18 ON THE LEFT, TURN LEFT AND GO
 CO1386'7.25 MILES TO A CROSSROAD, TURN LEFT AND GO 3.7 MILES TO A
 CO1386'CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.15 MILES TO THE STATION ON
 CO1386'THE RIGHT.
 CO1386'
 CO1386'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 CO1386'CHOCKTAW 1945, SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 2
 CO1386'INCHES.  IT IS 179 FEET NORTH OF A SMALL STORE, 86 FEET SOUTHEAST
 CO1386'OF THE SOUTHEAST CORNER OF A HOUSE, 50 FEET WEST OF THE CENTER OF A
 CO1386'GRAVEL ROAD, 28 FEET SOUTH-SOUTHWEST OF A 14 INCH PINE TREE, 17
 CO1386'FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED,
 CO1386'12.5 FEET EAST OF THE NORTH-SOUTH FENCELINE AND 1.5 FEET SOUTH OF A
 CO1386'METAL WITNESS POST AND SIGN.
 CO1386'
 CO1386'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CO1386'CHOCKTAW 1945 NO 3 1975 SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 CO1386'WITH THE GROUND.  IT IS 61 FEET EAST OF A POWER POLE WITH A
 CO1386'TRANSFORMER, 30 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 CO1386'EAST-SOUTHEAST OF A POWER LINE BRACE POLE AND 1.5 FEET NORTH OF A
 CO1386'METAL WITNESS POST AND SIGN.
 CO1386'
 CO1386'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CO1386'CHOCKTAW 1945 NO 4 1975, SET IN THE TOP OF A ROUND CONCRETE POST,
 CO1386'FLUSH WITH THE GROUND.  IT IS 97 FEET NORTH-NORTHWEST OF A LIGHT
 CO1386'POLE AT GAS PUMPS, 77 FEET SOUTH OF A POWER POLE WITH A
 CO1386'TRANSFORMER, 7 FEET EAST OF THE NORTH-SOUTH FENCELINE AND 1.5 FEET
 CO1386'WEST OF A METAL WITNESS POST AND SIGN.
 CO1386'
 CO1386'THE DISTANCE BETWEEN REFERENCE MARK NO 3 AND REFERENCE MARK NO 4 IS
 CO1386'125.71 FEET.
 CO1386'
 CO1386'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CHOCKTAW
 CO1386'1945 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.
 CO1386'IT IS 0.2 MILE NORTH-NORTHEAST OF THE STATION, 0.1 MILE EAST OF A
 CO1386'CROSSROAD, 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH
 CO1386'ON HOUSE, 74 FEET NORTHWEST OF THE CENTER OF A PAVED ROAD, 53 FEET
 CO1386'EAST-NORTHEAST OF THE CENTER OF A DRIVEWAY, 49 FEET SOUTH OF A
 CO1386'POWER POLE, 13 FEET EAST OF A MIMOSA TREE, AND 1.5 FEET SOUTH OF A
 CO1386'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2200 ***********************************************************************
 BW2200  DESIGNATION -  CHOCTAW
 BW2200  PID         -  BW2200
 BW2200  STATE/COUNTY-  MS/LINCOLN
 BW2200  USGS QUAD   -  STRONGHOPE (1972)
 BW2200
 BW2200                         *CURRENT SURVEY CONTROL
 BW2200  ___________________________________________________________________
 BW2200* NAD 83(1993)-  31 41 53.31684(N)    090 15 50.39797(W)     ADJUSTED  
 BW2200* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BW2200  ___________________________________________________________________
 BW2200  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BW2200  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2200  HORZ ORDER  -  FIRST
 BW2200
 BW2200.The horizontal coordinates were established by classical geodetic methods
 BW2200.and adjusted by the National Geodetic Survey in May 1994.
 BW2200
 BW2200.The orthometric height was scaled from a topographic map.
 BW2200
 BW2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2200
 BW2200.The geoid height was determined by GEOID03.
 BW2200
 BW2200;                    North         East     Units Scale Factor Converg.
 BW2200;SPC MS W     -   243,681.962   706,572.623   MT  0.99995053   +0 02 11.2
 BW2200;SPC MS W     -   799,479.90  2,318,147.01   sFT  0.99995053   +0 02 11.2
 BW2200;UTM  15      - 3,510,232.792   759,317.408   MT  1.00042945   +1 26 18.3
 BW2200
 BW2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2200!SPC MS W     -   0.99998854  x   0.99995053  =   0.99993907
 BW2200!UTM  15      -   0.99998854  x   1.00042945  =   1.00041799
 BW2200
 BW2200:                Primary Azimuth Mark                     Grid Az
 BW2200:SPC MS W     -  ASHLEY                                   009 46 18.8
 BW2200:UTM  15      -  ASHLEY                                   008 22 11.7
 BW2200
 BW2200|---------------------------------------------------------------------|
 BW2200| PID    Reference Object                     Distance      Geod. Az  |
 BW2200|                                                           dddmmss.s |
 BW2200| BW2184 ASHLEY                              APPROX.10.7 KM 0094830.0 |
 BW2200| CY4050 CHOCTAW RM 1                         23.927 METERS 07854     |
 BW2200| CY4051 CHOCTAW RM 2                         30.498 METERS 17203     |
 BW2200| CY4049 CHOCTAW AZ MK                                      2781455.7 |
 BW2200|---------------------------------------------------------------------|
 BW2200
 BW2200                          SUPERSEDED SURVEY CONTROL
 BW2200
 BW2200  NAD 83(1986)-  31 41 53.33225(N)    090 15 50.39460(W) AD(       ) 1
 BW2200  NAD 27      -  31 41 52.73600(N)    090 15 50.07300(W) AD(       ) 1
 BW2200
 BW2200.Superseded values are not recommended for survey control.
 BW2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2200.See file dsdata.txt to determine how the superseded data were derived.
 BW2200
 BW2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5931710233(NAD 83)
 BW2200_MARKER: DS = TRIANGULATION STATION DISK
 BW2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2200
 BW2200  HISTORY     - Date     Condition        Report By
 BW2200  HISTORY     - 1945     MONUMENTED       CGS
 BW2200  HISTORY     - 1946     GOOD             CGS
 BW2200  HISTORY     - 1947     GOOD             CGS
 BW2200  HISTORY     - 1955     GOOD             CGS
 BW2200  HISTORY     - 1968     GOOD             MSHD
 BW2200  HISTORY     - 1970     GOOD             USGS
 BW2200
 BW2200                          STATION DESCRIPTION
 BW2200
 BW2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2200'STATION IS LOCATED ABOUT 8 MILES E OF WESSON AND U.S. HIGHWAY
 BW2200'51, ON LAND OWNED BY ROBERT I. MAXWELL, ABOUT 40
 BW2200'FEET NE OF A TRIANGULAR-BLAZED TREE, 100 FEET N OF THE APPROXIMATE
 BW2200'CENTER OF THE ROAD, ABOUT 35 FEET S OF AN ABANDONED HOUSE,
 BW2200'AND ABOUT 18 FEET E OF A CEDAR TREE.
 BW2200'
 BW2200'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 BW2200'STAMPED CHOCTAW 1945.  UNDERGROUND MARK IS A BRONZE STATION
 BW2200'DISK SET IN CONCRETE.
 BW2200'
 BW2200'REFERENCE MARK 1 IS APPROXIMATELY 100 FEET NE OF THE STATION
 BW2200'AND ON THE SAME SIDE OF THE ROAD AS THE STATION.  THE MARK
 BW2200'IS SITUATED IN A GROUP OF PINE TREES.  IT IS A BRONZE REFERENCE
 BW2200'DISK SET IN CONCRETE AND IS STAMPED CHOCTAW NO 1 1945.
 BW2200'
 BW2200'REFERENCE MARK 2 IS APPROXIMATELY 100 FEET S OF THE STATION,
 BW2200'ON THE OPPOSITE SIDE OF THE ROAD, AND NEAR A GATE IN THE LANE
 BW2200'LEADING TO THE FARMHOUSE.  IT IS A BRONZE REFERENCE DISK SET
 BW2200'IN CONCRETE AND IS STAMPED CHOCTAW NO 2 1945.
 BW2200'
 BW2200'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE W OF THE STATION,
 BW2200'ON THE S SIDE OF THE ROAD.  IT IS A BRONZE AZIMUTH DISK
 BW2200'SET IN CONCRETE AND IS STAMPED CHOCTAW 1945.
 BW2200'
 BW2200'TO REACH THE STATION FROM THE CAUTION LIGHT IN THE VILLAGE
 BW2200'OF WESSON, GO N ON U.S. HIGHWAY 51 FOR 1 MILE TO A SIDE
 BW2200'ROAD RIGHT, TURN RIGHT AND GO 0.35 MILE TO L.M. NELSONS GENERAL
 BW2200'STORE IN BEAUREGARD.  FROM HERE GO S FOR 0.7 MILE TO A SIDE
 BW2200'ROAD LEFT, TURN LEFT AND GO 1.4 MILES TO A FORK, TAKE THE
 BW2200'RIGHT FORK FOR 0.8 MILE, THEN THE LEFT FORK FOR 2.2 MILES TO A
 BW2200'SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A FORK,
 BW2200'TAKE THE RIGHT FORK AND GO 0.8 MILE TO A CROSSROAD AND
 BW2200'CHURCH ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.1 MILES
 BW2200'TO A FORK, TAKE THE RIGHT FORK AND GO 1.0 MILE TO THE STATION
 BW2200'ON THE LEFT AS DESCRIBED.
 BW2200'
 BW2200'NOTE--THIS STATION HAS NOT BEEN OCCUPIED BY A TRIANGULATION
 BW2200'PARTY, THEREFORE NO DISTANCES OR DIRECTIONS TO THE REFERENCE
 BW2200'MARKS OR AZIMUTH MARK CAN BE LISTED.  THE STATION WAS ESTABLISHED
 BW2200'AND THE SIGNALS ERECTED FOR THE ASTRONOMICAL OBSERVATIONS BY
 BW2200'LT. COMDR. LATHAM.
 BW2200'
 BW2200'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 BW2200
 BW2200                          STATION RECOVERY (1946)
 BW2200
 BW2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2200'THE MARKS FOR THIS STATION WERE SET IN 1945 BY J.C.P.  THE
 BW2200'STATION WAS OCCUPIED BY LT. COMDR. LATHAM FOR ASTRTONOMIC
 BW2200'OBSERVATION.  THE MARKS WERE IN GOOD CONDITION.  A COMPLETE
 BW2200'DESCRIPTION FOLLOWS.
 BW2200'
 BW2200'THE STATION IS LOCATED ABOUT 8 MILES E OF WESSON, ON LAND
 BW2200'OWNED BY R.I. MAXWELL, 90 FEET N OF THE APPROXIMATE CENTER
 BW2200'OF A GRAVEL ROAD, 40 FEET NE OF A TRIANGULAR-BLAZED TREE,
 BW2200'35 FEET S OF AN ABANDONED HOUSE, AND 3 FEET S OF A STANDARD
 BW2200'WHITE WITNESS POST.
 BW2200'
 BW2200'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2200'CHOCTAW 1945, AND PROJECTS 4 INCHES.
 BW2200'
 BW2200'REFERENCE MARK 1 IS 78.50 FEET NE OF THE STATION AND 60
 BW2200'FEET N OF THE APPROXIMATE CENTER OF A DIRT ROAD.  IT IS A
 BW2200'BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED CHOCTAW NO
 BW2200'1 1945, AND PROJECTS 4 INCHES.
 BW2200'
 BW2200'REFERENCE MARK 2 IS 100.60 FEET S OF THE STATION, 21 FEET SE
 BW2200'OF THE APPROXIMATE CENTER OF A DIRT ROAD, AND 7 FEET S OF
 BW2200'A STANDARD WHITE WITNESS POST.  IT IS A BRONZE REFERENCE
 BW2200'DISK SET IN CONCRETE, STAMPED CHOCTAW NO 2 1945, AND PROJECTS
 BW2200'4 INCHES.
 BW2200'
 BW2200'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 23 FEET S
 BW2200'OF A TRIANGULAR-BLAZED PINE TREE, 17 FEET N OF THE APPROXIMATE
 BW2200'CENTER OF A DIRT ROAD, AND 3 FEET E OF A STANDARD WHITE
 BW2200'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE,
 BW2200'STAMPED CHOCTAW 1945, AND PROJECTS 5 INCHES.
 BW2200'
 BW2200'TO REACH THE STATION FROM THE CAUTION LIGHT IN WESSON, GO
 BW2200'N ON U.S. HIGHWAY 51 FOR 1 MILE TO A T-ROAD RIGHT, TURN
 BW2200'RIGHT ON DIRT ROAD AND GO 0.35 MILE TO L. MC WELSONS GENERAL
 BW2200'MERCHANDISE STORE IN THE SMALL TOWN OF BEAUREGARD.  FROM HERE
 BW2200'GO S ON DIRT ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN
 BW2200'LEFT AND GO 1.4 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.8
 BW2200'MILE TO A FORK, TAKE LEFT FORK FOR 2.2 MILES TO A T-ROAD
 BW2200'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A CROSS ROAD
 BW2200'AND CHURCH ON LEFT, CONTINUE STRAIGHT AHEAD FOR 1.1 MILES
 BW2200'TO A FORK, TAKE RIGHT FORK AND GO 0.75 MILE TO AZIMUTH MARK
 BW2200'ON LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 BW2200'TO STATION ON LEFT AS DESCRIBED.
 BW2200'
 BW2200'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW2200
 BW2200                          STATION RECOVERY (1947)
 BW2200
 BW2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2200'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BW2200'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2200'BRONZE DISKS SET IN CONCRETE.
 BW2200'NO ADDITIONAL MARKS WERE ESTABLISHED.  VARIATIONS
 BW2200'OF ABOUT 10 MINUTES WERE FOUND IN THE DIRECTIONS TO THE MARKS.
 BW2200'OTHER THAN THIS, THE 1945 AND 1946 DESCRIPTIONS ARE STILL
 BW2200'ADEQUATE.  A COMPLETE DESCRIPTION FOLLOWS--
 BW2200'
 BW2200'THE STATION IS ABOUT 8 MILES EAST OF WESSON, IN THE FRONT YARD
 BW2200'OF A FARMHOUSE OWNED BY R.I. MAXWELL, 82 FEET NORTH OF A
 BW2200'24-INCH OAK TREE, 61 FEET NORTH OF THE APPROXIMATE CENTERLINE
 BW2200'OF A GRAVELED ROAD, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BW2200'OF THE FARMHOUSE, 37 FEET WEST OF A 30-INCH OAK TREE, AND 7
 BW2200'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 BW2200'AND THE DISK IS STAMPED CHOCTAW 1945.
 BW2200'
 BW2200'REFERENCE MARK NO. 1 IS 78.50 FEET EAST-NORTHEAST OF THE STATION
 BW2200'AND 24 FEET EAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE.
 BW2200'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CHOCTAW NO
 BW2200'1 1945.
 BW2200'
 BW2200'REFERENCE MARK NO. 2 IS 100.06 FEET SOUTH OF THE STATION, 43
 BW2200'FEET EAST OF THE 24-INCH OAK TREE, AND 22 FEET SOUTH OF THE
 BW2200'APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4
 BW2200'INCHES, AND THE DISK IS STAMPED CHOCTAW NO 2 1945.
 BW2200'
 BW2200'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 17 FEET
 BW2200'NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD,
 BW2200'AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2200'5 INCHES, AND THE DISK IS STAMPED CHOCTAW 1945.
 BW2200'
 BW2200'TO REACH FROM THE RAILROAD DEPOT IN WANILLA, GO WEST ON
 BW2200'GRAVELED ROAD FOR 4.7 MILES TO SCHOOL ON LEFT AND SIDE ROAD
 BW2200'RIGHT, TURN RIGHT AND GO 1.0 MILE TO A ROAD FORK, TURN RIGHT
 BW2200'AND GO 2.8 MILES TO A ROAD FORK, TURN LEFT AND GO 0.2 MILE
 BW2200'TO A ROAD FORK, THEN TURN RIGHT AND GO 1.4 MILES TO SMALL
 BW2200'CROSS ROAD AND STATION ON RIGHT.
 BW2200'
 BW2200'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW2200
 BW2200                          STATION RECOVERY (1955)
 BW2200
 BW2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2200'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2200'CONDITION.  THE DESCRIPTION BY C.A.E. IN 1947 IS ADEQUATE.
 BW2200'
 BW2200'NOTE--THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY
 BW2200'UNDERGROWTH OF TREES AND BRUSH.  TO MARK THE AZIMUTH MARK
 BW2200'VISIBLE FROM THE STATION THE ENTIRE DISTANCE MUST BE CLEARED.
 BW2200
 BW2200                          STATION RECOVERY (1968)
 BW2200
 BW2200'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2200'THE STATION WAS VISITED 1-9-68 AND THE STATION, REFERENCE
 BW2200'MARK, NO. 1 AND NO. 2, WERE FOUND IN GOOD CONDITION.  THE
 BW2200'AZIMUTH WAS SEARCHED FOR BUT WAS NOT FOUND.
 BW2200'
 BW2200'THE STATION IS LOCATED 8 MILES EAST OF WESSON AND 13.3 MILES
 BW2200'NORTHEAST OF BROOKHAVEN, IN THE NE, 1/4 OF SECTION 2, T8N, R9E,
 BW2200'AND ON PROPERTY OWNED BY MR. R.I. MAXWELL.  IT IS 61 FEET
 BW2200'NORTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTHWEST
 BW2200'OF A POWER LINE POLE, 39 FEET SOUTHWEST OF THE SOUTHWEST
 BW2200'CORNER OF THE PORCH OF A FRAME HOUSE, 21 FEET WEST OF THE
 BW2200'EXTENDED WEST WALL OF THE HOUSE AND 51 FEET WEST-SOUTHWEST OF A
 BW2200'TILED WELL.
 BW2200'
 BW2200'IT IS A STANDARD TRIANGULATION DISK, STAMPED CHOCTAW 1945
 BW2200'PROJECTING 4 INCHES.
 BW2200'
 BW2200'REFERENCE MARK NO. 1 IS 78.50 FEET NORTHEAST OF THE STATION.
 BW2200'IT IS 24 FEET EAST OF THE SOUTHEAST CORNER OF THE FRAME
 BW2200'HOUSE, 70 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE
 BW2200'AND 8.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL SHED.
 BW2200'IT IS A STANDARD DISK, STAMPED CHOCTAW NO 1 1945, PROJECTING
 BW2200'4 INCHES.
 BW2200'
 BW2200'REFERENCE MARK NO. 2 IS 100.60 FEET SOUTH-SOUTHEAST OF THE
 BW2200'STATION.  IT IS 19 FEET SOUTH OF THE CENTER OF A GRAVELED
 BW2200'ROAD, 61 FEET NORTH OF A 12 IN PINE, 53.5 FEET NORTHEAST
 BW2200'OF A POWER LINE POLE WITH A TRANSFORMER, 20 FEET NORTHEAST
 BW2200'OF THE CENTER OF A PRIVATE ROAD AND 1 FOOT EAST OF A METAL
 BW2200'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BW2200'CHOCTAW NO 2 1945, PROJECTING 6 INCHES.
 BW2200'
 BW2200'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WESSON,
 BW2200'GO SOUTHEAST ON A CONCRETE STREET FOR 0.05 MILE TO A T
 BW2200'INTERSECTION.  TURN LEFT (NORTHEAST) AND CONTINUE ON A BLACK
 BW2200'TOP STREET FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 BW2200'(SOUTHEAST) AND CONTINUE ON A BLACK TOP ROAD FOR 2.2 MILES
 BW2200'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHEAST ON
 BW2200'AN ALL WEATHER ROAD FOR 4.4 MILES TO A SIDE ROAD RIGHT.
 BW2200'CONTINUE EAST ON AN ALL WEATHER ROAD FOR 1.0 MILE TO A
 BW2200'FRAME HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
 BW2200'
 BW2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BW2200'EAST OF WESSON
 BW2200
 BW2200                          STATION RECOVERY (1970)
 BW2200
 BW2200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 BW2200'ALL SURFACE MARKS WERE FOUND OK
 BW2200'
 BW2200'ALL DESCRIPTIONS ARE ADEQUATE
 BW2200'
 BW2200'DISTANCES CHECKED OK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1569 ***********************************************************************
 BV1569  DESIGNATION -  CHOCTAW
 BV1569  PID         -  BV1569
 BV1569  STATE/COUNTY-  MS/CLARKE
 BV1569  USGS QUAD   -  EUCUTTA (1973)
 BV1569
 BV1569                         *CURRENT SURVEY CONTROL
 BV1569  ___________________________________________________________________
 BV1569* NAD 83(1993)-  31 51 53.90458(N)    088 51 33.52349(W)     ADJUSTED  
 BV1569* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 BV1569  ___________________________________________________________________
 BV1569  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 BV1569  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BV1569  HORZ ORDER  -  SECOND
 BV1569
 BV1569.The horizontal coordinates were established by classical geodetic methods
 BV1569.and adjusted by the National Geodetic Survey in May 1994.
 BV1569
 BV1569.The orthometric height was scaled from a topographic map.
 BV1569
 BV1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1569
 BV1569.The geoid height was determined by GEOID03.
 BV1569
 BV1569;                    North         East     Units Scale Factor Converg.
 BV1569;SPC MS E     -   262,177.844   297,541.719   MT  0.99995007   -0 00 49.4
 BV1569;SPC MS E     -   860,161.81    976,184.79   sFT  0.99995007   -0 00 49.4
 BV1569;UTM  16      - 3,526,976.168   324,107.382   MT  0.99998157   -0 58 54.5
 BV1569
 BV1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1569!SPC MS E     -   0.99998017  x   0.99995007  =   0.99993024
 BV1569!UTM  16      -   0.99998017  x   0.99998157  =   0.99996174
 BV1569
 BV1569|---------------------------------------------------------------------|
 BV1569| PID    Reference Object                     Distance      Geod. Az  |
 BV1569|                                                           dddmmss.s |
 BV1569| BV1875 CHOCTAW RM 1                         27.396 METERS 05835     |
 BV1569| CG1361 CHOCTAW AZ MK                                      0782124.1 |
 BV1569| BV1544 SHUBUTA MUNICIPAL WATER TANK        APPROX.15.2 KM 0914219.9 |
 BV1569| BV1876 CHOCTAW RM 2                         20.804 METERS 20422     |
 BV1569| BV1578 CLAYBORN                            APPROX.17.4 KM 2780802.6 |
 BV1569| BV1576 HEIDELBERG MUNICIPAL TANK           APPROX.12.2 KM 2832511.3 |
 BV1569| BV1573 VOSSBURG MICROWAVE STA KKC 51       APPROX.11.8 KM 3105732.6 |
 BV1569|---------------------------------------------------------------------|
 BV1569
 BV1569                          SUPERSEDED SURVEY CONTROL
 BV1569
 BV1569  NAD 83(1993)-  31 51 53.91611(N)    088 51 33.52436(W) AD(       ) 2
 BV1569  NAD 83(1986)-  31 51 53.91852(N)    088 51 33.52457(W) AD(       ) 2
 BV1569  NAD 27      -  31 51 53.35500(N)    088 51 33.35400(W) AD(       ) 2
 BV1569
 BV1569.Superseded values are not recommended for survey control.
 BV1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1569.See file dsdata.txt to determine how the superseded data were derived.
 BV1569
 BV1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA2410726976(NAD 83)
 BV1569_MARKER: DS = TRIANGULATION STATION DISK
 BV1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1569_SP_SET: CONCRETE POST
 BV1569_STAMPING: CHOCTAW 1956
 BV1569_MARK LOGO: CGS   
 BV1569_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1569+STABILITY: SURFACE MOTION
 BV1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1569+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 BV1569
 BV1569  HISTORY     - Date     Condition        Report By
 BV1569  HISTORY     - 1956     MONUMENTED       CGS
 BV1569  HISTORY     - 1956     GOOD             CGS
 BV1569  HISTORY     - 1964     GOOD             MSHD
 BV1569  HISTORY     - 1974     SEE DESCRIPTION  USGS
 BV1569  HISTORY     - 19910404 GOOD             MSHD
 BV1569
 BV1569                          STATION DESCRIPTION
 BV1569
 BV1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1569'THE STATION IS LOCATED ON THE PROPERTY OF G.A. THOMAS ON THE
 BV1569'HIGHEST POINT OF A LOW RIDGE ABOUT 9-1/2 MILES WEST OF SHUBUTA, 7
 BV1569'MILES EAST OF HEIDELBERG AND 0.05 MILE SOUTH OF A GRADED DIRT ROAD.
 BV1569'
 BV1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND A
 BV1569'PAVED CROSSROAD AT THE TRAFFIC SIGNAL IN SHUBUTA, GO WEST ON THE
 BV1569'PAVED ROAD FOR 1.3 TO A SHARP CURVE RIGHT AND A DIRT ROAD STRAIGHT
 BV1569'AHEAD. CONTINUE AHEAD, WEST, ON THE WINDING DIRT ROAD FOR 5.0
 BV1569'MILES TO A FORK. TAKE RIGHT FORK AND CONTINUE WEST ON THE DIRT
 BV1569'ROAD FOR 4.55 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 BV1569'WEST ON THE DIRT ROAD FOR 0.25 MILE TO THE TOP OF A SMALL GRADE.
 BV1569'TURN LEFT AND GO SOUTHWEST UP LOW RIDGE FOR 0.05 MILE TO THE
 BV1569'TOP OF THE RIDGE AND THE STATION.
 BV1569'
 BV1569'THE MARKS ARE STANDARD DISKS SET IN 12 INCH SQUARE CONCRETE
 BV1569'MONUMENTS.
 BV1569'
 BV1569'THE STATION MARK, STAMPED CHOCTAW 1956, IS 22 FEET SOUTHWEST OF A
 BV1569'TRIANGLE BLAZED OAK TREE AND 6 FEET NORTHEAST OF A WHITE WITNESS
 BV1569'POST. THE MARK IS FLUSH WITH THE GROUND.
 BV1569'
 BV1569'REFERENCE MARK 1, STAMPED CHOCTAW NO 1 1956, IS 68 FEET NORTHEAST
 BV1569'OF THE BLAZED OAK TREE AND 4 FEET NORTHWEST OF A TWIN OAK TREE. THE
 BV1569'MARK PROJECTS ABOUT 2 INCHES.
 BV1569'
 BV1569'REFERENCE MARK 2, STAMPED CHOCTAW NO 2 1956, IS 19 FEET SOUTHWEST
 BV1569'OF A 10 INCH OAK TREE AND 14 FEET NORTHEAST OF A 10 INCH PINE TREE.
 BV1569'THE MARK PROJECTS 2 INCHES.
 BV1569'
 BV1569'THE AZIMUTH MARK, STAMPED CHOCTAW 1956, IS 22 FEET SOUTH OF THE
 BV1569'CENTER OF THE DIRT ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 BV1569'THE MARK PROJECTS ABOUT 2 INCHES.
 BV1569
 BV1569                          STATION RECOVERY (1956)
 BV1569
 BV1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1569'RECOVERED IN GOOD CONDITION.
 BV1569
 BV1569                          STATION RECOVERY (1964)
 BV1569
 BV1569'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1569'THE STATION WAS VISITED APRIL 1964 AND THE STATION, RM 1, AND RM
 BV1569'2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK HAD BEEN DESTROYED
 BV1569'DUE TO ROAD CONSTRUCTION.
 BV1569
 BV1569                          STATION RECOVERY (1974)
 BV1569
 BV1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AEN)
 BV1569'POST BROKEN OFF AND FOUND LYING AT SITE.
 BV1569
 BV1569                          STATION RECOVERY (1991)
 BV1569
 BV1569'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1569'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST OF SHUBUTA, ON TOP
 BV1569'OF A HILL NEAR A RADIO TOWER, 12.0 MI (19.3 KM) SOUTH-SOUTHEAST OF
 BV1569'PACHUTA AND IS IN SECTION 2, T 10N, R 9W.
 BV1569'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTA STREET
 BV1569'IN SHUBUTA, GO WEST ON EUCUTTA STREET FOR 6.5 MI (10.5 KM) TO A FORK,
 BV1569'TAKE THE RIGHT FORK AND CONTINUE WEST ON PAVED ROAD FOR 4.95 MI
 BV1569'(7.97 KM) TO THE MARK ON THE LEFT (ABOUT 100 YDS BEFORE REACHING A
 BV1569'HIGH POWER LINE).
 BV1569'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1569'ABOUT 1 INCH BELOW THE GROUND, ABOUT 85 YDS SOUTH OF THE CENTER OF
 BV1569'THE PAVED ROAD, 44.0 FT (13.4 M) WEST OF THE CENTER OF A RADIO TOWER,
 BV1569'40.0 FT (12.2 M) NORTH OF A 9 INCH OAK AND 1.0 FT (0.3 M) EAST OF A
 BV1569'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1834 ***********************************************************************
 EG1834  DESIGNATION -  CHULA
 EG1834  PID         -  EG1834
 EG1834  STATE/COUNTY-  MS/MARSHALL
 EG1834  USGS QUAD   -  WYATTE (1971)
 EG1834
 EG1834                         *CURRENT SURVEY CONTROL
 EG1834  ___________________________________________________________________
 EG1834* NAD 83(1993)-  34 38 33.02889(N)    089 39 33.83900(W)     ADJUSTED  
 EG1834* NAVD 88     -       163.66   (+/-2cm)     536.9    (feet)  VERTCON   
 EG1834  ___________________________________________________________________
 EG1834  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EG1834  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1834  HORZ ORDER  -  THIRD
 EG1834  VERT ORDER  -  THIRD ? (See Below)
 EG1834
 EG1834.The horizontal coordinates were established by classical geodetic methods
 EG1834.and adjusted by the National Geodetic Survey in May 1994.
 EG1834
 EG1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1834.The vertical order pertains to the NGVD 29 superseded value.
 EG1834
 EG1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1834
 EG1834.The geoid height was determined by GEOID03.
 EG1834
 EG1834;                    North         East     Units Scale Factor Converg.
 EG1834;SPC MS E     -   570,526.276   224,266.260   MT  1.00002067   -0 28 10.6
 EG1834;SPC MS E     - 1,871,801.62    735,780.22   sFT  1.00002067   -0 28 10.6
 EG1834;SPC MS W     -   570,422.484   761,785.956   MT  0.99999704   +0 22 59.2
 EG1834;SPC MS W     - 1,871,461.10  2,499,292.76   sFT  0.99999704   +0 22 59.2
 EG1834;UTM  16      - 3,836,616.857   256,243.461   MT  1.00033241   -1 30 45.0
 EG1834
 EG1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1834!SPC MS E     -   0.99997858  x   1.00002067  =   0.99999925
 EG1834!SPC MS W     -   0.99997858  x   0.99999704  =   0.99997562
 EG1834!UTM  16      -   0.99997858  x   1.00033241  =   1.00031099
 EG1834
 EG1834:                Primary Azimuth Mark                     Grid Az
 EG1834:SPC MS E     -  CHULA AZ MK                              056 14 53.9
 EG1834:SPC MS W     -  CHULA AZ MK                              055 23 44.1
 EG1834:UTM  16      -  CHULA AZ MK                              057 17 28.3
 EG1834
 EG1834|---------------------------------------------------------------------|
 EG1834| PID    Reference Object                     Distance      Geod. Az  |
 EG1834|                                                           dddmmss.s |
 EG1834| CG3779 CHULA AZ MK                                        0554643.3 |
 EG1834| CG3780 CHULA RM 1                           25.805 METERS 15209     |
 EG1834| EG1833 R 14 10 USE 1955                     20.001 METERS 26814     |
 EG1834|---------------------------------------------------------------------|
 EG1834
 EG1834                          SUPERSEDED SURVEY CONTROL
 EG1834
 EG1834  NAD 83(1986)-  34 38 33.04015(N)    089 39 33.83817(W) AD(       ) 3
 EG1834  NAD 27      -  34 38 32.67500(N)    089 39 33.53300(W) AD(       ) 3
 EG1834  NGVD 29 (07/19/86)  163.62   (m)          536.8    (f) LEVELING    3  
 EG1834
 EG1834.Superseded values are not recommended for survey control.
 EG1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1834.See file dsdata.txt to determine how the superseded data were derived.
 EG1834
 EG1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5624336617(NAD 83)
 EG1834_MARKER: DS = TRIANGULATION STATION DISK
 EG1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1834+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG1834
 EG1834  HISTORY     - Date     Condition        Report By
 EG1834  HISTORY     - 1955     MONUMENTED       CGS
 EG1834  HISTORY     - 1966     GOOD             CGS
 EG1834  HISTORY     - 19700422 GOOD             USGS
 EG1834  HISTORY     - 20080429 GOOD             MSDOT
 EG1834
 EG1834                          STATION DESCRIPTION
 EG1834
 EG1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1834'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTHWEST OF HOLLY SPRINGS
 EG1834'AND ABOUT 5 MILES
 EG1834'EAST OF THYRATIRA NEAR THE BOUNDARY OF SECTIONS 18 AND
 EG1834'19, T 5 S, R 4 W.  IT IS AT THE
 EG1834'SITE OF A LOG CABIN AND BRICK CHIMNEY
 EG1834'SOUTHEAST OF STATE HIGHWAY 4 AND ON LAND OWNED BY
 EG1834'MR JOHN MILLER WHO
 EG1834'LIVES 0.8 MILE EAST OF CHULAHOMA.
 EG1834'
 EG1834'TO REACH THE STATION FROM CHULAHOMA, GO SOUTHWESTERLY ON STATE
 EG1834'HIGHWAY 4 FOR 1.45
 EG1834'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST
 EG1834'ON HIGHWAY 0.25 MILE TO
 EG1834'CABIN, CHIMNEY AND STATION ON THE LEFT.
 EG1834'
 EG1834'THE STATION MARK, A STANDARD DISK STAMPED CHULA 1955, SET IN A
 EG1834'CONCRETE MONUMENT
 EG1834'WHICH PROJECTS 7 INCHES, IS 62 FEET SOUTHEAST OF THE CENTER
 EG1834'LINE OF STATE HIGHWAY 4, 16
 EG1834'FEET EAST OF A WELL, 12 FEET SOUTHEAST OF
 EG1834'A WIRE FENCE, 7 FEET NORTHWEST OF A BRICK
 EG1834'CHIMNEY AND 3 FEET SOUTH OF
 EG1834'A WHITE WITNESS POST.
 EG1834'
 EG1834'REFERENCE MARK 1, A STANDARD DISK STAMPED CHULA NO 1 1955, SET IN A
 EG1834'CONCRETE MONUMENT WHICH
 EG1834'PROJECTS 7 INCHES, IS ON THE NORTH BANK OF A DITCH AND
 EG1834'APPROXIMATELY THE SAME ELEVATION
 EG1834'AS THE STATION MARK.
 EG1834'
 EG1834'A U S ENGINEERS DEPARTMENT DISK WAS USED AS REFERENCE MARK 2.  IT IS
 EG1834'SET IN A CONCRETE
 EG1834'MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE 31.5
 EG1834'FEET SOUTHEAST OF THE CENTER
 EG1834'LINE OF STATE HIGHWAY 4, 18 FEET
 EG1834'NORTHWEST OF A WIRE FENCE ON HIGHWAY RIGHT-OF
 EG1834'WAY.  THE DISK IS
 EG1834'STAMPED R 14-10.
 EG1834'
 EG1834'THE AZIMUTH MARK, A STANDARD DISK STAMPED CHULA 1955, SET IN A
 EG1834'CONCRETE MONUMENT
 EG1834'WHICH PROJECTS 5 INCHES, IS 46 FEET NORTHWEST OF THE CENTER
 EG1834'LINE OF STATE HIGHWAY 4, 3
 EG1834'FEET SOUTHEAST OF A WIRE FENCE AND 1 FOOT
 EG1834'SOUTHWEST OF A WHITE WITNESS POST ON HIGHWAY
 EG1834'RIGHT-OF-WAY.
 EG1834'
 EG1834'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EG1834
 EG1834                          STATION RECOVERY (1966)
 EG1834
 EG1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EG1834'THE STATION WAS VISITED 9-22-66 AND STATION, AZIMUTH MARK, AND RM NO
 EG1834'1 WERE FOUND IN
 EG1834'GOOD CONDITION.  R-14-10 (USE) WAS FOUND BROKEN OFF
 EG1834'BELOW THE GROUND.  IT WAS RESET IN
 EG1834'ITS ORIGINAL POSITION BY DIRECTION
 EG1834'AND DISTANCE FROM THE STATION.  THE OLD LOG BUILDING
 EG1834'IN THE ORIGINAL
 EG1834'DESCRIPTION HAS BEEN TORN DOWN.  A NEW DESCRIPTION FOLLOWS-
 EG1834'
 EG1834'SOUTH SIDE OF STATE HIGHWAY 4.  IT IS 131 FT E OF A DITCH, 112 FT SE
 EG1834'OF A T FENCE
 EG1834'CORNER ACROSS THE HIGHWAY, 12 FT SE OF A FENCE LINE, 19
 EG1834'FT E OF A CISTERN AND 3 FT SE
 EG1834'OF A METAL WITNESS POST.  IT IS A
 EG1834'STANDARD DISK STAMPED CHULA 1955, PROJECTING
 EG1834'4-INCHES.
 EG1834'
 EG1834'RM NO 1 IS 84.67 FT S OF THE STATION, 103 FT SE OF A FENCE LINE, 146
 EG1834'FT SE OF CENTER OF
 EG1834'THE HIGHWAY.  IT IS A STANDARD DISK STAMPED CHULA
 EG1834'NO 1 1955, PROJECTING 6-INCHES.
 EG1834'
 EG1834'R-14-10 (USE) IS 65.62 FT W OF STATION, 32 FT SE OF CENTER OF THE
 EG1834'HIGHWAY, 74 FT E
 EG1834'OF THE SE END OF A CULVERT, 18 FT NW OF A FENCE
 EG1834'LINE, 46 FT W OF A CISTERN.  IT IS
 EG1834'A U S ARMY ENGINEERS DISK STAMPED
 EG1834'R 14 10, SET IN TOP OF A 8 INCH ROUND CONCRETE POST.
 EG1834'FLUSH.
 EG1834'
 EG1834'THE AZIMUTH MARK IS 0.25 MILE NE OF STATION, AT THE ENTRANCE TO THE
 EG1834'RED BRICK HOUSE
 EG1834'SETTING BACK FROM THE ROAD, 46 FT NW OF THE CENTER OF
 EG1834'STATE HIGHWAY 4, 14 FT SW OF THE
 EG1834'CENTER OF THE DRIVEWAY AND CATTLE
 EG1834'GUARD, 3.2 FT SE OF A BOARD FENCE AND WITNESS POST
 EG1834'AND 32 FT W OF THE
 EG1834'PROJECTED PLANE OF THE E WALL OF THE RED BRICK HOUSE.  A STANDARD
 EG1834'DISK STAMPED CHULA
 EG1834'1955, PROJECTING 4 INCHES.
 EG1834'
 EG1834'TO REACH THE STATION MARK FROM THE CROSSROAD OF CHULAHOMA, GO SW ON
 EG1834'STATE HIGHWAY 4
 EG1834'FOR 1.45 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE
 EG1834'SW FOR 0.25 MILE TO THE STATION ON
 EG1834'THE LEFT.
 EG1834
 EG1834                          STATION RECOVERY (1970)
 EG1834
 EG1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 EG1834'RECOVERED IN GOOD CONDITION.
 EG1834
 EG1834                          STATION RECOVERY (2008)
 EG1834
 EG1834'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1834'THE STATION CHULA WAS RECOVERED IN GOOD CONDITION. RM 1 HAS BEEN HIT
 EG1834'AND THE CAP IS FOLDED IN HALF BUT APPEARS STABLE. THE MARK, R 14 10
 EG1834'USE 1955, WAS NOT FOUND AND APPEARS TO HAVE BEEN DESTROYED BY WORK
 EG1834'ALONG HIGHWAY 4. THE AZIMUTH MARK HAS BEEN DESTROYED BY HAVING THE CAP
 EG1834'BROKEN OUT OF THE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1059 ***********************************************************************
 CO1059  DESIGNATION -  CHUNKY 2
 CO1059  PID         -  CO1059
 CO1059  STATE/COUNTY-  MS/NEWTON
 CO1059  USGS QUAD   -  CHUNKY (1983)
 CO1059
 CO1059                         *CURRENT SURVEY CONTROL
 CO1059  ___________________________________________________________________
 CO1059* NAD 83(1986)-  32 19 47.     (N)    088 57 26.     (W)     SCALED    
 CO1059* NAVD 88     -       111.12   (meters)     364.6    (feet)  RESET     
 CO1059  ___________________________________________________________________
 CO1059  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1059  VERT ORDER  -  THIRD
 CO1059
 CO1059.The horizontal coordinates were scaled from a topographic map and have
 CO1059.an estimated accuracy of +/- 6 seconds.
 CO1059
 CO1059.The orthometric height was computed from unverified reset data.
 CO1059.No vertical observational check was made to the station.
 CO1059
 CO1059.The geoid height was determined by GEOID03.
 CO1059
 CO1059;                    North         East    Units  Estimated Accuracy
 CO1059;SPC MS E     -   313,720.      288,340.      MT  (+/- 180 meters Scaled)
 CO1059
 CO1059                          SUPERSEDED SURVEY CONTROL
 CO1059
 CO1059  NGVD 29 (08/12/04)  111.11   (m)          364.5    (f) RESET       3  
 CO1059
 CO1059.Superseded values are not recommended for survey control.
 CO1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1059.See file dsdata.txt to determine how the superseded data were derived.
 CO1059
 CO1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA157786(NAD 83)
 CO1059_MARKER: DS = TRIANGULATION STATION DISK
 CO1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1059_SP_SET: CONCRETE POST
 CO1059_STAMPING: CHUNKY 2 1981
 CO1059_MARK LOGO: NGS   
 CO1059_PROJECTION: FLUSH
 CO1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1059+STABILITY: SURFACE MOTION
 CO1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1059+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 CO1059
 CO1059  HISTORY     - Date     Condition        Report By
 CO1059  HISTORY     - 1981     MONUMENTED       NGS
 CO1059  HISTORY     - 19811001 GOOD             MSSU
 CO1059  HISTORY     - 19890725 GOOD             MSHD
 CO1059  HISTORY     - 19890725 GOOD             NGS
 CO1059
 CO1059                          STATION DESCRIPTION
 CO1059
 CO1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CO1059'1.9 MI WEST FROM CHUNKY.
 CO1059'1.65 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN CHUNKY,
 CO1059'THENCE NORTH ALONG PAVED ROAD FOR 0.25 MILE TO MARK ON THE RIGHT,
 CO1059'79.5 FEET WEST-SOUTHWEST OF A 38-INCH PECAN TREE, 73.5 FEET SOUTHEAST
 CO1059'OF THE CENTER OF A METAL GATE, 53.0 FEET NORTHWEST OF POWERPOLE,
 CO1059'42.0 FEET NORTHEAST OF CENTER OF ROAD, AND 2.0 FEET NORTHEAST OF
 CO1059'A FENCELINE.
 CO1059'THE MARK IS 2.0 FT  NNE FROM A WITNESS POST.
 CO1059'THE MARK IS 5.0 FT ABOVE ROAD.
 CO1059
 CO1059                          STATION RECOVERY (1981)
 CO1059
 CO1059'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1059'RECOVERED IN GOOD CONDITION.
 CO1059
 CO1059                          STATION RECOVERY (1989)
 CO1059
 CO1059'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1059'MARK IS LOCATED 2.58 KM (1.60 MI) WEST OF CHUNKY NEAR THE NORTHEAST
 CO1059'R.O.W. OF A PAVED ROAD, 1.61 KM (1.00 MI) SOUTH OF I-20 IN SECTION 27,
 CO1059'T6N, R13E.  TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO WEST ON
 CO1059'U.S. HIGHWAY 80 FOR 2.42 KM (1.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT
 CO1059'AND GO NORTH ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE
 CO1059'RIGHT.  MARK IS A STANDARD N.G.S. DISK SET IN THE TOP OF A ROUND
 CO1059'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 24.23 M (79.5 FT) WEST
 CO1059'SOUTHWEST OF A 40 INCH PECAN, 22.4 M (73.5 FT) SOUTHEAST OF THE CENTER
 CO1059'OF A METAL GATE, 17.07 M (56.0 FT) SOUTH SOUTHEAST OF A 36 INCH OAK,
 CO1059'16.15 M (53.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 0.61 M
 CO1059'(2.0 FT) NORTHEAST OF A FENCE LINE AND 0.61 M (2.0 FT) NORTH NORTHEAST
 CO1059'OF A METAL WITNESS POST.
 CO1059
 CO1059                          STATION RECOVERY (1989)
 CO1059
 CO1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (CLN)
 CO1059'THE STATION IS LOCATED 1.5 MI (2.4 KM) WEST OF CHUNKY, 1 MI (1.6 KM)
 CO1059'SOUTH OF INTERSTATE HIGHWAY 20 AND 0.25 NORTH OF US HIGHWAY 80, IN
 CO1059'SECTION 27, T 6N, R 13E.  TO REACH THE STATION FROM THE POST OFFICE IN
 CO1059'CHUNKY, GO WEST ON US HIGHWAY 80 FOR 1.65 MI (2.66 KM) TO A SIDEROAD
 CO1059'ON RIGHT, TURN RIGHT AND GO NORTHERLY ON PAVED ROAD FOR 0.25 MI (0.40
 CO1059'KM) TO A METAL GATE AND STATION ON THE RIGHT.
 CO1059'STATION MARK IS A STANDARD DISK STAMPED--CHUNKY 2 1981--, SET IN THE
 CO1059'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 79.5 FT
 CO1059'(24.2 M) WEST SOUTHWEST OF A 38 INCH PECAN TREE, 73.5 FT (22.4 M)
 CO1059'SOUTHEAST OF THE CENTER OF A METAL GATE, 53 FT (16.2 M) NORTHWEST OF A
 CO1059'POWER POLE IN FIELD, 42 FT (12.8 M) NORTHEAST OF THE CENTER OF ROAD
 CO1059'AND 2 FT (0.6 M) NORTH NORTHEAST OF A METAL WITNESS POST AND SIGN IN
 CO1059'FENCELINE.  REFERENCE MARK 1 IS A STANDARD DISK--STAMPED CHUNKY NO 1
 CO1059'1955 ET--,  IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 CO1059'GROUND.  IT IS IN OLD FENCELINE, 35 FT (10.7 M) SOUTH OF A 38 INCH
 CO1059'PECAN TREE, 49 FT (14.9 M) NORTHEAST OF POWER POLE IN FIELD AND 1.5 FT
 CO1059'(0.5 M) SOUTHWEST OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK 2
 CO1059'IS A STANDARD DISK STAMPED--CHUNKY NO 2 1955--, SET IN THE TOP OF A
 CO1059'SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 43 FT (13.1 M)
 CO1059'NORTHEAST OF THE CENTER OF ROAD, 14.5 FT (4.4 M) SOUTH SOUTHEAST OF A
 CO1059'36 INCH OAK TREE, 17.5 FT (5.3 M) NORTH OF A 38 INCH OAK TREE AND 13.5
 CO1059'FT (4.1 M) NORTHEAST OF THE CENTER OF A METAL GATE.  REFERENCE MARK 3
 CO1059'IS A STANDARD DISK--STAMPED CHUNKY 2 NO 3 1981--, SET IN THE TOP OF A
 CO1059'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 47.5 FT (14.5 M)
 CO1059'SOUTH OF POWER POLE IN FIELD, 41 FT (12.5 M) NORTHEAST OF THE CENTER
 CO1059'OF ROAD, 1.7 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST AND SIGN AND
 CO1059'0.5 FT (15.2 CM) NORTHEAST OF FENCELINE.  AZIMUTH MARK IS A STANDARD
 CO1059'DISK STAMPED--CHUNKY 2 1981--, SET IN THE TOP OF A ROUND CONCRETE
 CO1059'POST, FLUSH WITH THE GROUND.  IT IS 155.0 FT (47.2 M) SOUTH AND ACROSS
 CO1059'ROAD FROM POWER POLE WITH TRANSFORMER, 45 FT (13.7 M) SOUTHWEST OF THE
 CO1059'CENTER OF ROAD, 2.3 FT (0.7 M) SOUTHWEST OF A METAL WITNESS POST AND
 CO1059'SIGN AND ABOUT 5 FT (1.5 M) ABOVE LEVEL OF ROAD.  TO REACH AZIMUTH
 CO1059'MARK FROM THE STATION, GO NORTHWEST ON ROAD FOR 0.28 MI (0.45 KM) TO
 CO1059'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1060 ***********************************************************************
 CO1060  DESIGNATION -  CHUNKY 2 RM 3
 CO1060  PID         -  CO1060
 CO1060  STATE/COUNTY-  MS/NEWTON
 CO1060  USGS QUAD   -  CHUNKY (1983)
 CO1060
 CO1060                         *CURRENT SURVEY CONTROL
 CO1060  ___________________________________________________________________
 CO1060* NAD 83(1986)-  32 19 47.     (N)    088 57 26.     (W)     SCALED    
 CO1060* NAVD 88     -       109.77   (meters)     360.1    (feet)  RESET     
 CO1060  ___________________________________________________________________
 CO1060  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1060  VERT ORDER  -  THIRD
 CO1060
 CO1060.The horizontal coordinates were scaled from a topographic map and have
 CO1060.an estimated accuracy of +/- 6 seconds.
 CO1060
 CO1060.The orthometric height was computed from unverified reset data.
 CO1060.No vertical observational check was made to the station.
 CO1060
 CO1060.The geoid height was determined by GEOID03.
 CO1060
 CO1060;                    North         East    Units  Estimated Accuracy
 CO1060;SPC MS E     -   313,720.      288,340.      MT  (+/- 180 meters Scaled)
 CO1060
 CO1060                          SUPERSEDED SURVEY CONTROL
 CO1060
 CO1060  NGVD 29 (08/12/04)  109.76   (m)          360.1    (f) RESET       3  
 CO1060
 CO1060.Superseded values are not recommended for survey control.
 CO1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1060.See file dsdata.txt to determine how the superseded data were derived.
 CO1060
 CO1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA157786(NAD 83)
 CO1060_MARKER: DR = REFERENCE MARK DISK
 CO1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1060_SP_SET: CONCRETE POST
 CO1060_STAMPING: CHUNKY 2 NO 3 1981
 CO1060_MARK LOGO: NGS   
 CO1060_PROJECTION: FLUSH
 CO1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1060+STABILITY: SURFACE MOTION
 CO1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1060+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 CO1060
 CO1060  HISTORY     - Date     Condition        Report By
 CO1060  HISTORY     - 1981     MONUMENTED       NGS
 CO1060  HISTORY     - 19811001 GOOD             MSSU
 CO1060  HISTORY     - 19890725 GOOD             MSHD
 CO1060
 CO1060                          STATION DESCRIPTION
 CO1060
 CO1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CO1060'1.9 MI WEST FROM CHUNKY.
 CO1060'1.65 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN CHUNKY,
 CO1060'THENCE NORTH ALONG A PAVED ROAD FOR 0.25 MILE TO MARK ON THE RIGHT,
 CO1060'47.5 FEET SOUTH OF POWER POLE, 41.0 FEET NORTHEAST OF CENTER OF ROAD,
 CO1060'AND 0.5 FOOT NORTHEAST OF FENCELINE.
 CO1060'THE MARK IS 1.7 FT  NW FROM A WITNESS POST.
 CO1060'THE MARK IS 4.0 FT ABOVE ROAD.
 CO1060
 CO1060                          STATION RECOVERY (1981)
 CO1060
 CO1060'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1060'RECOVERED IN GOOD CONDITION.
 CO1060
 CO1060                          STATION RECOVERY (1989)
 CO1060
 CO1060'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1060'MARK IS LOCATED 2.6 KM (1.60 MI) WEST OF CHUNKY NEAR THE EAST R.0.W.
 CO1060'OF A PAVED ROAD, 1.61 KM (1.00 MI) SOUTH OF I-20 IN SECTION 27, 6N,
 CO1060'R13E. TO REACH FROM THE BAPTIST CHURCH IN CHUNKY GO WEST ON U.S.
 CO1060'HIGHWAY 8O FOR 2.42 KM (1.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CO1060'GO NORTH ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE
 CO1060'RIGHT. MARK IS A STANDARD N.G.S REFERENCE MARK DISK SET IN THE TOP OF
 CO1060'A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 14.48 M (47.5 FT)
 CO1060'SOUTH OF A POWER POLE WITH A GUY WIRE, 12.8 M (42.0 FT) NORTHEAST OF
 CO1060'THE CENTER OF A PAVED ROAD, 0.52 M (1.7 FT) NORTHWEST OF A METAL
 CO1060'WITNESS POST AND 0.15 M (0.5 FT) NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1010 ***********************************************************************
 CO1010  CBN         -  This is a Cooperative Base Network Control Station.
 CO1010  DESIGNATION -  CHUNKY AZ MK
 CO1010  PID         -  CO1010
 CO1010  STATE/COUNTY-  MS/NEWTON
 CO1010  USGS QUAD   -  CHUNKY (1983)
 CO1010
 CO1010                         *CURRENT SURVEY CONTROL
 CO1010  ___________________________________________________________________
 CO1010* NAD 83(2007)-  32 19 33.60660(N)    088 57 27.12620(W)     ADJUSTED  
 CO1010* NAVD 88     -       100.926  (meters)     331.12   (feet)  ADJUSTED  
 CO1010  ___________________________________________________________________
 CO1010  EPOCH DATE  -        2002.00
 CO1010  X           -      98,151.369 (meters)                     COMP
 CO1010  Y           -  -5,393,983.443 (meters)                     COMP
 CO1010  Z           -   3,391,073.124 (meters)                     COMP
 CO1010  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CO1010  ELLIP HEIGHT-          73.339 (meters)          (02/10/07) ADJUSTED
 CO1010  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO1010  DYNAMIC HT  -         100.808 (meters)     330.73  (feet)  COMP
 CO1010
 CO1010  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1010  Type    PID    Designation                      North   East  Ellip
 CO1010  -------------------------------------------------------------------
 CO1010  NETWORK CO1010 CHUNKY AZ MK                      1.12   1.02   5.19
 CO1010  -------------------------------------------------------------------
 CO1010  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CO1010
 CO1010  VERT ORDER  -  FIRST     CLASS I
 CO1010
 CO1010.The horizontal coordinates were established by GPS observations
 CO1010.and adjusted by the National Geodetic Survey in February 2007.
 CO1010
 CO1010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1010.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1010.The horizontal coordinates are valid at the epoch date displayed above.
 CO1010.The epoch date for horizontal control is a decimal equivalence
 CO1010.of Year/Month/Day.
 CO1010
 CO1010.The orthometric height was determined by differential leveling
 CO1010.and adjusted in June 1991.
 CO1010
 CO1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1010
 CO1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1010
 CO1010.The ellipsoidal height was determined by GPS observations
 CO1010.and is referenced to NAD 83.
 CO1010
 CO1010.The geoid height was determined by GEOID03.
 CO1010
 CO1010.The dynamic height is computed by dividing the NAVD 88
 CO1010.geopotential number by the normal gravity value computed on the
 CO1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1010.degrees latitude (g = 980.6199 gals.).
 CO1010
 CO1010.The modeled gravity was interpolated from observed gravity values.
 CO1010
 CO1010;                    North         East     Units Scale Factor Converg.
 CO1010;SPC MS E     -   313,304.505   288,306.085   MT  0.99995169   -0 03 59.1
 CO1010;SPC MS E     - 1,027,899.86    945,884.21   sFT  0.99995169   -0 03 59.1
 CO1010;UTM  16      - 3,578,255.018   315,742.096   MT  1.00001869   -1 02 49.4
 CO1010
 CO1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1010!SPC MS E     -   0.99998849  x   0.99995169  =   0.99994018
 CO1010!UTM  16      -   0.99998849  x   1.00001869  =   1.00000717
 CO1010
 CO1010                          SUPERSEDED SURVEY CONTROL
 CO1010
 CO1010  ELLIP H (04/15/02)   73.333  (m)                       GP(       ) 4 2
 CO1010  NAD 83(1993)-  32 19 33.60645(N)    088 57 27.12591(W) AD(       ) B
 CO1010  ELLIP H (02/15/02)   73.332  (m)                       GP(       ) 4 1
 CO1010  NGVD 29 (??/??/??)  100.916  (m)          331.09   (f) ADJUSTED    1 1
 CO1010
 CO1010.Superseded values are not recommended for survey control.
 CO1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1010.See file dsdata.txt to determine how the superseded data were derived.
 CO1010
 CO1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA1574278255(NAD 83)
 CO1010_MARKER: DZ = AZIMUTH MARK DISK
 CO1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1010_SP_SET: CONCRETE POST
 CO1010_STAMPING: CHUNKY 1955
 CO1010_MARK LOGO: CGS   
 CO1010_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CO1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1010+STABILITY: SURFACE MOTION
 CO1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1010+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 CO1010
 CO1010  HISTORY     - Date     Condition        Report By
 CO1010  HISTORY     - 1955     MONUMENTED       CGS
 CO1010  HISTORY     - 19811001 GOOD             MSSU
 CO1010  HISTORY     - 19890725 GOOD             MSHD
 CO1010  HISTORY     - 20000501 GOOD             NGS
 CO1010
 CO1010                          STATION DESCRIPTION
 CO1010
 CO1010'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1010'RECOVERED IN GOOD CONDITION.
 CO1010
 CO1010                          STATION RECOVERY (1989)
 CO1010
 CO1010'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1010'MARK IS LOCATED 2.74 KM (1.70 MI) WEST OF CHUNKY JUST WEST OF A PAVED
 CO1010'ROAD LEADING NORTH, 1.93 KM (1.20 MI) SOUTH OF I-20 NEAR THE CENTER OF
 CO1010'THE OSUTH SIDE OF SECTION 27, T6N, R13E. TO REACH FROM THE BAPTIST
 CO1010'CHURCH IN CHUNKY, GO WEST ON U.S. HIGHWAY 80 FOR 2.5 KM (1.55 MI) TO
 CO1010'THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD RIGHT. MARK IS A
 CO1010'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 CO1010'FLUSH WITH THE GROUND. IT IS 76.81 M (252.0 FT) WEST OF THE CENTER OF
 CO1010'A PAVED ROAD, 16.76 M (55.0 FT) WEST OF THE CENTER OF A GRAVEL
 CO1010'DRIVEWAY, 10.36 M (34.0 FT) WEST OF  UTILITY POLE, 11.13 M (36.5 FT)
 CO1010'NORTH OF THE CENTER OF HIGHWAY 80 AND 3.81 M (12.5 FT) SOUTH OF A
 CO1010'METAL WITNESS POST.
 CO1010
 CO1010                          STATION RECOVERY (2000)
 CO1010
 CO1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1010'RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION.  THE REFERENCED SIDE
 CO1010'ROAD RIGHT IS NOW SIGNED AS MT. PLEASANT CH. RD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1013 ***********************************************************************
 CO1013  DESIGNATION -  CHUNKY RM 1
 CO1013  PID         -  CO1013
 CO1013  STATE/COUNTY-  MS/NEWTON
 CO1013  USGS QUAD   -  CHUNKY (1983)
 CO1013
 CO1013                         *CURRENT SURVEY CONTROL
 CO1013  ___________________________________________________________________
 CO1013* NAD 83(1986)-  32 19 47.     (N)    088 57 26.     (W)     SCALED    
 CO1013* NAVD 88     -       110.712  (meters)     363.23   (feet)  ADJUSTED  
 CO1013  ___________________________________________________________________
 CO1013  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1013  DYNAMIC HT  -         110.583 (meters)     362.80  (feet)  COMP
 CO1013  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CO1013
 CO1013  VERT ORDER  -  FIRST     CLASS I
 CO1013
 CO1013.The horizontal coordinates were scaled from a topographic map and have
 CO1013.an estimated accuracy of +/- 6 seconds.
 CO1013
 CO1013.The orthometric height was determined by differential leveling
 CO1013.and adjusted in June 1991.
 CO1013
 CO1013.The geoid height was determined by GEOID03.
 CO1013
 CO1013.The dynamic height is computed by dividing the NAVD 88
 CO1013.geopotential number by the normal gravity value computed on the
 CO1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1013.degrees latitude (g = 980.6199 gals.).
 CO1013
 CO1013.The modeled gravity was interpolated from observed gravity values.
 CO1013
 CO1013;                    North         East    Units  Estimated Accuracy
 CO1013;SPC MS E     -   313,720.      288,340.      MT  (+/- 180 meters Scaled)
 CO1013
 CO1013                          SUPERSEDED SURVEY CONTROL
 CO1013
 CO1013  NGVD 29 (??/??/??)  110.702  (m)          363.19   (f) ADJUSTED    1 1
 CO1013
 CO1013.Superseded values are not recommended for survey control.
 CO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1013.See file dsdata.txt to determine how the superseded data were derived.
 CO1013
 CO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA157786(NAD 83)
 CO1013_MARKER: DR = REFERENCE MARK DISK
 CO1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1013_SP_SET: CONCRETE POST
 CO1013_STAMPING: CHUNKY NO 1 1955
 CO1013_MARK LOGO: CGS   
 CO1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1013+STABILITY: SURFACE MOTION
 CO1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1013+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 CO1013
 CO1013  HISTORY     - Date     Condition        Report By
 CO1013  HISTORY     - 1955     MONUMENTED       CGS
 CO1013  HISTORY     - 19811001 GOOD             MSSU
 CO1013  HISTORY     - 19890725 GOOD             MSHD
 CO1013
 CO1013                          STATION DESCRIPTION
 CO1013
 CO1013'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1013'RECOVERED IN GOOD CONDITION.
 CO1013
 CO1013                          STATION RECOVERY (1989)
 CO1013
 CO1013'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1013'MARK IS LOCATED 2.58 KM (1.60 MI) WEST OF CHUNKY IN A PASTURE, 1.61 KM
 CO1013'(1.00 MI) SOUTH OF I-20 IN SECTION 27, T6N, R13E.  TO REACH FORM THE
 CO1013'BAPTIST CHURCH IN CHUNKY, GO WEST ON U.S. HIGHWAY 80 FOR 2.42 KM
 CO1013'(1.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 CO1013'ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.  MARK IS A
 CO1013'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 CO1013'FLUSH WITH THE GROUND.   IT IS 33.68 M (110.5 FT) NORTHEAST OF THE
 CO1013'CENTER OF A PAVED ROAD, 21.34 M (70.0 FT) NORTHEAST OF A FENCE, 14.94
 CO1013'M (49.0 FT) NORTHEAST OF A POWER POLE WITH A GUY WIRE, 10.67 M
 CO1013'(35.0 FT) SOUTH OF A 40 INCH PECAN AND 0.69 M (2.3 FT) SOUTHWEST OF A
 CO1013'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1012 ***********************************************************************
 CO1012  DESIGNATION -  CHUNKY RM 2
 CO1012  PID         -  CO1012
 CO1012  STATE/COUNTY-  MS/NEWTON
 CO1012  USGS QUAD   -  CHUNKY (1983)
 CO1012
 CO1012                         *CURRENT SURVEY CONTROL
 CO1012  ___________________________________________________________________
 CO1012* NAD 83(1986)-  32 19 47.     (N)    088 57 26.     (W)     SCALED    
 CO1012* NAVD 88     -       111.326  (meters)     365.24   (feet)  ADJUSTED  
 CO1012  ___________________________________________________________________
 CO1012  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1012  DYNAMIC HT  -         111.196 (meters)     364.82  (feet)  COMP
 CO1012  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CO1012
 CO1012  VERT ORDER  -  FIRST     CLASS I
 CO1012
 CO1012.The horizontal coordinates were scaled from a topographic map and have
 CO1012.an estimated accuracy of +/- 6 seconds.
 CO1012
 CO1012.The orthometric height was determined by differential leveling
 CO1012.and adjusted in June 1991.
 CO1012
 CO1012.The geoid height was determined by GEOID03.
 CO1012
 CO1012.The dynamic height is computed by dividing the NAVD 88
 CO1012.geopotential number by the normal gravity value computed on the
 CO1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1012.degrees latitude (g = 980.6199 gals.).
 CO1012
 CO1012.The modeled gravity was interpolated from observed gravity values.
 CO1012
 CO1012;                    North         East    Units  Estimated Accuracy
 CO1012;SPC MS E     -   313,720.      288,340.      MT  (+/- 180 meters Scaled)
 CO1012
 CO1012                          SUPERSEDED SURVEY CONTROL
 CO1012
 CO1012  NGVD 29 (??/??/??)  111.316  (m)          365.21   (f) ADJUSTED    1 1
 CO1012
 CO1012.Superseded values are not recommended for survey control.
 CO1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1012.See file dsdata.txt to determine how the superseded data were derived.
 CO1012
 CO1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA157786(NAD 83)
 CO1012_MARKER: DR = REFERENCE MARK DISK
 CO1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1012_SP_SET: CONCRETE POST
 CO1012_STAMPING: CHUNKY NO 2 1955
 CO1012_MARK LOGO: CGS   
 CO1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1012+STABILITY: SURFACE MOTION
 CO1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1012+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 CO1012
 CO1012  HISTORY     - Date     Condition        Report By
 CO1012  HISTORY     - 1955     MONUMENTED       CGS
 CO1012  HISTORY     - 19890725 GOOD             MSHD
 CO1012
 CO1012                          STATION DESCRIPTION
 CO1012
 CO1012'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1012'MARK IS LOCATED 2.6 KM (1.60 MI) WEST OF CHUNKY JUST INSIDE AND NEAR
 CO1012'THE ENTRANCE TO A PASTURE, 1.61 KM (1.00 MI) SOUTH OF I-20 IN SECTION
 CO1012'27, T6N, R13E.  TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO WEST ON
 CO1012'U.S. HIGHWAY 80 FOR 2.42 KM (1.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT
 CO1012'AND GO NORTH ON A PAVED ROAD FOR 0.4 M (1.3 FT) TO A GATE AND THE MARK
 CO1012'ON THE RIGHT.  MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 CO1012'OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND. IT IS 35.2 M
 CO1012'(115.5 FT) WEST OF A 40 INCH PECAN, 20.12 M (66.0 FT) NORTHEAST OF THE
 CO1012'CENTER OF A PAVED ROAD, 5.33 M (17.5 FT) NORTH OF A 38 INCH OAK, 4.42
 CO1012'M (14.5 FT) EAST OF A 36 INCH OAK AND 4.11 M (13.5 FT) NORTHEAST OF
 CO1012'THE CENTER OF A METAL GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1475 ***********************************************************************
 BV1475  DESIGNATION -  CHURCH
 BV1475  PID         -  BV1475
 BV1475  STATE/COUNTY-  MS/GREENE
 BV1475  USGS QUAD   -  CLARK (1982)
 BV1475
 BV1475                         *CURRENT SURVEY CONTROL
 BV1475  ___________________________________________________________________
 BV1475* NAD 83(1993)-  31 17 18.25196(N)    088 34 26.96027(W)     ADJUSTED  
 BV1475* NAVD 88     -        76.78   (+/-2cm)     251.9    (feet)  VERTCON   
 BV1475  ___________________________________________________________________
 BV1475  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BV1475  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1475  HORZ ORDER  -  SECOND
 BV1475  VERT ORDER  -  THIRD ? (See Below)
 BV1475
 BV1475.The horizontal coordinates were established by classical geodetic methods
 BV1475.and adjusted by the National Geodetic Survey in May 1994.
 BV1475
 BV1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1475.The vertical order pertains to the NGVD 29 superseded value.
 BV1475
 BV1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1475
 BV1475.The geoid height was determined by GEOID03.
 BV1475
 BV1475;                    North         East     Units Scale Factor Converg.
 BV1475;SPC MS E     -   198,279.958   324,676.572   MT  0.99995751   +0 08 04.6
 BV1475;SPC MS E     -   650,523.50  1,065,209.72   sFT  0.99995751   +0 08 04.6
 BV1475;SPC AL W     -   143,325.163   497,727.638   MT  1.00006230   -0 33 28.5
 BV1475;UTM  16      - 3,462,634.104   350,166.993   MT  0.99987691   -0 49 03.7
 BV1475
 BV1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1475!SPC MS E     -   0.99999225  x   0.99995751  =   0.99994976
 BV1475!SPC AL W     -   0.99999225  x   1.00006230  =   1.00005455
 BV1475!UTM  16      -   0.99999225  x   0.99987691  =   0.99986916
 BV1475
 BV1475:                Primary Azimuth Mark                     Grid Az
 BV1475:SPC MS E     -  CHURCH AZ MK RESET                       002 31 01.0
 BV1475:SPC AL W     -  CHURCH AZ MK RESET                       003 12 34.1
 BV1475:UTM  16      -  CHURCH AZ MK RESET                       003 28 09.3
 BV1475
 BV1475|---------------------------------------------------------------------|
 BV1475| PID    Reference Object                     Distance      Geod. Az  |
 BV1475|                                                           dddmmss.s |
 BV1475| CG1363 CHURCH AZ MK RESET                                 0023905.6 |
 BV1475| CG1362 CHURCH AZ MK                                       0043448.3 |
 BV1475| CG1364 CHURCH RM 1                          30.885 METERS 10223     |
 BV1475| CG1365 CHURCH RM 2                          34.756 METERS 23952     |
 BV1475| BV1480 STONEY LOOKOUT TOWER                APPROX.14.4 KM 3220944.1 |
 BV1475|---------------------------------------------------------------------|
 BV1475
 BV1475                          SUPERSEDED SURVEY CONTROL
 BV1475
 BV1475  NAD 83(1993)-  31 17 18.25501(N)    088 34 26.95579(W) AD(       ) 2
 BV1475  NAD 83(1986)-  31 17 18.26631(N)    088 34 26.96106(W) AD(       ) 2
 BV1475  NAD 27      -  31 17 17.62400(N)    088 34 26.89200(W) AD(       ) 2
 BV1475  NGVD 29 (07/19/86)   76.78   (m)          251.9    (f) LEVELING    3  
 BV1475
 BV1475.Superseded values are not recommended for survey control.
 BV1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1475.See file dsdata.txt to determine how the superseded data were derived.
 BV1475
 BV1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5016762634(NAD 83)
 BV1475_MARKER: DS = TRIANGULATION STATION DISK
 BV1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1475
 BV1475  HISTORY     - Date     Condition        Report By
 BV1475  HISTORY     - 1943     MONUMENTED       CGS
 BV1475  HISTORY     - 1956     GOOD             CGS
 BV1475  HISTORY     - 1958     GOOD             CGS
 BV1475  HISTORY     - 1966     GOOD             MSHD
 BV1475
 BV1475                          STATION DESCRIPTION
 BV1475
 BV1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1475'STATION IS LOCATED ABOUT 8.25 MILES (AIR LINE) N OF THE VILLAGE OF
 BV1475'LEAKESVILLE, ON GROUNDS OF THE CLARKS CHAPEL CHURCH. THE MARK IS SET
 BV1475'IN THE NW CORNER OF THE CHURCHYARD, 156 FEET NW OF THE NW CORNER OF
 BV1475'THE CHURCH, 35.0 FEET E OF THE CENTER LINE OF THE GRADED DIRT ROAD
 BV1475'AND 2.6 FEET SW OF A STANDARD REFERENCE POST. THE DISK IS STAMPED
 BV1475'CHURCH 1943.
 BV1475'
 BV1475'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1475'SET IN CONCRETE.
 BV1475'
 BV1475'REFERENCE MARK NO. 1 IS 101.33 FEET ESE OF THE STATION AND 79.0 FEET
 BV1475'N OF THE NW CORNER OF THE CHURCH. THE MARK IS STAMPED CHURCH NO. 1
 BV1475'1943.
 BV1475'
 BV1475'REFERENCE MARK NO. 2 IS 114.03 FEET SW OF THE STATION, 68 FEET W OF
 BV1475'THE CENTER LINE OF A N-S DIRT ROAD AND 34.0 FEET N OF THE CENTER
 BV1475'LINE OF A T-ROAD W. THE DISK IS STAMPED CHURCH NO. 2 1943.
 BV1475'
 BV1475'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N OF THE STATION, 31.5
 BV1475'FEET W OF THE NW CORNER OF A SMALL FARM SHED AND FENCED BRANYARD,
 BV1475'21.0 FEET E OF THE CENTER LINE OF THE N-S GRADED DIRT ROAD AND 1.9
 BV1475'FEET S OF A STANDARD REFERENCE POST. THE DISK IS STAMPED CHURCH
 BV1475'1943.
 BV1475'
 BV1475'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAYS 24
 BV1475'AND 63 AT THE W EDGE OF LEAKESVILLE, GO NORTHWESTERLY ON MISSISSIPPI
 BV1475'HIGHWAY 63 FOR 6.45 MILES TO A GRADED DIRT ROAD RIGHT AT THE SUMMIT
 BV1475'OF A SMALL HILL, TURN RIGHT AND GO 2.4 MILES TO A T-INTERSECTION,
 BV1475'TURN LEFT FOR 4.75 MILES TO THE WHITE FRAME CHURCH AND STATION ON
 BV1475'THE RIGHT.
 BV1475'
 BV1475'TO REACH THE AZIMUTH FROM THE STATION GO N ON THE GRADED DIRT ROAD
 BV1475'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BV1475'
 BV1475'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1475
 BV1475                          STATION RECOVERY (1956)
 BV1475
 BV1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1475'THE STATION WAS VISITED ON OCTOBER 22, 1956. ALL MARKS WERE FOUND IN
 BV1475'GOOD CONDITION. THE 1943 DESCRIPTION BY K.B.J. IS ADEQUATE WITH A
 BV1475'CORRECTED DESCRIPTION TO REACH THE STATION WHICH FOLLOWS--
 BV1475'
 BV1475'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKSVILLE, GO N FOR ONE
 BV1475'BLOCK TO A TRIPLE FORK, TAKE THE EXTREME LEFT FORK AND GO E PASSING
 BV1475'TO THE RIGHT OF THE SCHOOL BUILDING FOR 11.1 MI. TO A SIDE ROAD
 BV1475'LEFT AND THE STATION AND THE CLARK CHAPEL METHODIST CHURCH ON THE
 BV1475'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON A
 BV1475'GRAVELED ROAD FOR 0.3 MI. TO A HOUSE ON THE LEFT AND THE MARK ON
 BV1475'THE RIGHT.
 BV1475
 BV1475                          STATION RECOVERY (1958)
 BV1475
 BV1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BV1475'THE STATION WAS VISITED 3-10-58 AND ALL MARKS WERE FOUND IN GOOD
 BV1475'CONDITION. THE AZIMUTH MARK WAS RESET AT THIS DATE AT THE REQUEST OF
 BV1475'THE WHITE CONSTRUCTION CO. DUE TO THE WIDENING OF THE COUNTY ROAD.
 BV1475'A NEW DESCRIPTION FOLLOWS--
 BV1475'
 BV1475'THE STATION IS LOCATED 10.0 MILES (AIRLINE) NORTH OF LEAKSVILLE IN
 BV1475'THE NORTHWEST CORNER OF THE CLARKS CHAPEL CHURCH YARD, 156 FEET
 BV1475'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 97 FEET NORTH OF
 BV1475'THE PROJECTED CENTERLINE OF THE DIRT ROAD LEADING WEST FROM THE
 BV1475'CHURCH, 34 FEET EAST OF THE CENTERLINE OF THE MAIN NORTH-SOUTH
 BV1475'ROAD, 19 FEET WEST OF A POWER POLE AND 116 FEET NORTHWEST OF A
 BV1475'3-FOOT OAK TREE LOCATED IN THE FRONT YARD OF THE CHURCH. IT IS A
 BV1475'STANDARD DISK, STAMPED CHURCH 1943, PROJECTING 4 INCHES.
 BV1475'
 BV1475'REFERENCE MARK NO. 1 IS 101.33 FEET EAST-SOUTHEAST OF THE STATION,
 BV1475'135 FEET EAST OF THE CENTERLINE OF THE MAIN NORTH-SOUTH ROAD, 82.5
 BV1475'FEET EAST OF A POWER POLE, AND 78.5 FEET NORTH OF THE NORTHWEST
 BV1475'CORNER OF THE CHURCH. IT IS A STANDARD DISK, STAMPED CHURCH NO 1
 BV1475'1943, PROJECTING 3 INCHES.
 BV1475'
 BV1475'REFERENCE MARK NO. 2 IS 114.03 FEET SOUTHWEST OF THE STATION IN THE
 BV1475'NORTHWEST ANGLE OF THE JUNCTION OF THE NORTH-SOUTH COUNTY ROAD AND
 BV1475'THE DIRT ROAD LEADING WEST FROM THE CHURCH, 63 FEET WEST OF THE
 BV1475'NORTH-SOUTH ROAD, AND 33 FEET NORTH OF THE CENTER OF THE ROAD
 BV1475'LEADING WEST. IT IS A STANDARD DISK, STAMPED CHURCH NO 2 1943,
 BV1475'PROJECTING 3 INCHES.
 BV1475'
 BV1475'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION ON THE PROPERTY
 BV1475'OWNED BY THE FELLOW SHIP BAPTIST CHURCH, AT THE OUT SIDE OF A CURVE
 BV1475'IN THE ROAD AND AT THE JUNCTION WITH A WOODS ROAD LEADING NORTHWEST.
 BV1475'IT IS 49 FEET WEST OF THE CENTERLINE OF THE ROAD, 98 FEET NORTH-
 BV1475'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 55 FEET
 BV1475'NORTHEAST OF THE CENTER OF THE WOODS ROAD, AND 140 FEET
 BV1475'SOUTH-SOUTHWEST OF A POWER POLE. IT IS A STANDARD DISK, STAMPED
 BV1475'CHURCH 1943 RESET 1958, PROJECTING 6 INCHES.
 BV1475'
 BV1475'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKSVILLE GO NORTH 1
 BV1475'BLOCK TO A TRIPLE FORK, TAKE EXTREME LEFT FORK AND GO WEST, PASSING
 BV1475'TO THE RIGHT OF THE SCHOOL HOUSE AND CONTINUE NORTH FOR 11.1 MILES
 BV1475'TO THE CLARKS CHAPEL CHURCH AND STATION ON THE RIGHT. CONTINUE
 BV1475'NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BV1475
 BV1475                          STATION RECOVERY (1966)
 BV1475
 BV1475'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1475'THE STATION WAS VISITED 4-7-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1475'CONDITION.
 BV1475'
 BV1475'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 63 AND A STREET
 BV1475'JUST SOUTH OF THE COURTHOUSE IN LEAKESVILLE GO EAST ON THE STREET
 BV1475'FOR ONE BLOCK TO A TRIPLE FORK, TAKE THE EXTREME LEFT FORK AND PASS
 BV1475'THE EAST SIDE OF THE SCHOOL AND GO 11.1 MILES TO A SIDE ROAD LEFT
 BV1475'AND THE STATION AND CLARKS CHAPEL METHODIST CHURCH ON THE RIGHT.
 BV1475'TO REACH THE AZIUMTH CONTINUE FOR 0.3 MILES TO A SIDE ROAD LEFT
 BV1475'AND THE MARK ON THE LEFT AS DESCRIBED. THE STATION DISK IS STAMPED
 BV1475'CHURCH 1943.
 BV1475'
 BV1475'IT IS 156 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 35
 BV1475'FEET EAST OF THE CENTER OF BLACKTOP ROAD, 17 FEET WEST OF THE MOST
 BV1475'NORTHERN OF TWO POWER POLES WITH TRANSFORMERS MOUNTED BETWEEN THEM,
 BV1475'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BV1475'
 BV1475'R.M. 1 IS 79 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 69.5
 BV1475'FEET NORTH OF THE LARGE HARDWOOD TREE IN FRONT OF THE CHURCH, 18
 BV1475'FEET NORTHWEST OF A 15 INCH HARDWOOD TREE, AND STAMPED CHURCH NO. 1
 BV1475'1943.
 BV1475'
 BV1475'R.M. 2 IS 68 FEET WEST OF THE CENTER OF BLACKTOP ROAD, 34 FEET NORTH
 BV1475'OF CENTER OF SIDE ROAD, AND STAMPED CHURCH NO. 2 (1943).
 BV1475'
 BV1475'THE AZIMUTH MARK IS 66 FEET NORTH OF POWER SERVICE POLE, 53 FEET
 BV1475'WEST OF CENTER OF BLACKTOP ROAD, 15 FEET SOUTH OF CENTER OF SIDE
 BV1475'ROAD, 1.5 FEET WEST OF A METAL WITNESS POST, AND STAMPED CHURCH
 BV1475'(1943) RESET (1958).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2244 ***********************************************************************
 BH2244  DESIGNATION -  CHURCH
 BH2244  PID         -  BH2244
 BH2244  STATE/COUNTY-  MS/JACKSON
 BH2244  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2244
 BH2244                         *CURRENT SURVEY CONTROL
 BH2244  ___________________________________________________________________
 BH2244* NAD 83(1993)-  30 22 26.81622(N)    088 32 46.73952(W)     ADJUSTED  
 BH2244* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2244  ___________________________________________________________________
 BH2244  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BH2244  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BH2244  HORZ ORDER  -  SECOND
 BH2244
 BH2244.The horizontal coordinates were established by classical geodetic methods
 BH2244.and adjusted by the National Geodetic Survey in May 1994.
 BH2244
 BH2244.The orthometric height was scaled from a topographic map.
 BH2244
 BH2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2244
 BH2244.The geoid height was determined by GEOID03.
 BH2244
 BH2244;                    North         East     Units Scale Factor Converg.
 BH2244;SPC MS E     -    96,927.028   327,587.397   MT  0.99995939   +0 08 42.5
 BH2244;SPC MS E     -   318,001.42  1,074,759.65   sFT  0.99995939   +0 08 42.5
 BH2244;SPC AL W     -    41,934.409   499,429.583   MT  1.00005807   -0 31 44.8
 BH2244;UTM  16      - 3,361,255.561   351,415.045   MT  0.99987237   -0 46 55.3
 BH2244
 BH2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2244!SPC MS E     -   1.00000380  x   0.99995939  =   0.99996319
 BH2244!SPC AL W     -   1.00000380  x   1.00005807  =   1.00006188
 BH2244!UTM  16      -   1.00000380  x   0.99987237  =   0.99987617
 BH2244
 BH2244|---------------------------------------------------------------------|
 BH2244| PID    Reference Object                     Distance      Geod. Az  |
 BH2244|                                                           dddmmss.s |
 BH2244| DD7701 CHURCH RM 2                          15.480 METERS 01400     |
 BH2244| BH2268 ROURE                               APPROX. 1.0 KM 2412203.5 |
 BH2244| DD7700 CHURCH RM 1                          37.070 METERS 25959     |
 BH2244|---------------------------------------------------------------------|
 BH2244
 BH2244                          SUPERSEDED SURVEY CONTROL
 BH2244
 BH2244  NAD 83(1993)-  30 22 26.82498(N)    088 32 46.73545(W) AD(       ) 2
 BH2244  NAD 83(1986)-  30 22 26.84122(N)    088 32 46.73062(W) AD(       ) 2
 BH2244  NAD 27      -  30 22 26.11700(N)    088 32 46.67400(W) AD(       ) 2
 BH2244
 BH2244.Superseded values are not recommended for survey control.
 BH2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2244.See file dsdata.txt to determine how the superseded data were derived.
 BH2244
 BH2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5141561256(NAD 83)
 BH2244_MARKER: DS = TRIANGULATION STATION DISK
 BH2244_SETTING: 0 = UNSPECIFIED SETTING
 BH2244
 BH2244  HISTORY     - Date     Condition        Report By
 BH2244  HISTORY     - 1921     MONUMENTED       CGS
 BH2244  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2244
 BH2244                          STATION DESCRIPTION
 BH2244
 BH2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2244'STATION IS LOCATED 1 MILE E OF PASCAGOULA.
 BH2244'
 BH2244'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN DRILL HOLE IN S
 BH2244'EDGE OF CONCRETE ROAD, KNOWN AS TELEPHONE ROAD.  IT IS 75 METERS W
 BH2244'OF FIRST CURVE E OF PASCAGOULA, 150 METERS E OF ST. PETERS SCHOOL FOR
 BH2244'COLORED, JUST S OF COURT OF CATHOLIC CHURCH FOR SAID SCHOOL,
 BH2244'AND 0.380 METER (1.24 FEET) N OF S EDGE OF CONCRETE ROAD.
 BH2244'
 BH2244'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BH2244'REFERENCE MARKS NOS. 1 AND 2 ON N SIDE OF
 BH2244'ROAD INSIDE PROPERTY LINE.
 BH2244
 BH2244                          STATION RECOVERY (1959)
 BH2244
 BH2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2244'NOT RECOVERED.  THE HIGHWAY NOW HAS A BLACKTOP SURFACE.  DISK IS
 BH2244'PROBABLY UNDERNEATH.  THE REFERENCE MARKS COULD NOT BE FOUND.
 BH2244'THE DESCRIPTION IS VERY INCOMPLETE FOR RECOVERY AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7812 ***********************************************************************
 AJ7812  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7812  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7812  DESIGNATION -  CHURCH
 AJ7812  PID         -  AJ7812
 AJ7812  STATE/COUNTY-  MS/DE SOTO
 AJ7812  USGS QUAD   -  PLEASANT HILL (1982)
 AJ7812
 AJ7812                         *CURRENT SURVEY CONTROL
 AJ7812  ___________________________________________________________________
 AJ7812* NAD 83(2007)-  34 55 59.56663(N)    089 59 40.75449(W)     ADJUSTED  
 AJ7812* NAVD 88     -        98.92   (meters)     324.5    (feet)  GPS OBS   
 AJ7812  ___________________________________________________________________
 AJ7812  EPOCH DATE  -        2002.00
 AJ7812  X           -         488.426 (meters)                     COMP
 AJ7812  Y           -  -5,234,731.718 (meters)                     COMP
 AJ7812  Z           -   3,631,835.984 (meters)                     COMP
 AJ7812  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AJ7812  ELLIP HEIGHT-          71.490 (meters)          (02/10/07) ADJUSTED
 AJ7812  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ7812
 AJ7812  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7812  Type    PID    Designation                      North   East  Ellip
 AJ7812  -------------------------------------------------------------------
 AJ7812  NETWORK AJ7812 CHURCH                            0.45   0.39   1.08
 AJ7812  -------------------------------------------------------------------
 AJ7812
 AJ7812.The horizontal coordinates were established by GPS observations
 AJ7812.and adjusted by the National Geodetic Survey in February 2007.
 AJ7812
 AJ7812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7812.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7812.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7812.The epoch date for horizontal control is a decimal equivalence
 AJ7812.of Year/Month/Day.
 AJ7812
 AJ7812.The orthometric height was determined by GPS observations and a
 AJ7812.high-resolution geoid model.
 AJ7812.The orthometric height was determined by GPS observations and a
 AJ7812.high-resolution geoid model using precise GPS observation and
 AJ7812.processing techniques.
 AJ7812
 AJ7812.Photographs are available for this station.
 AJ7812
 AJ7812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7812
 AJ7812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7812
 AJ7812.The ellipsoidal height was determined by GPS observations
 AJ7812.and is referenced to NAD 83.
 AJ7812
 AJ7812.The geoid height was determined by GEOID03.
 AJ7812
 AJ7812;                    North         East     Units Scale Factor Converg.
 AJ7812;SPC MS W     -   602,516.513   730,941.030   MT  0.99996179   +0 11 38.2
 AJ7812;SPC MS W     - 1,976,756.26  2,398,095.70   sFT  0.99996179   +0 11 38.2
 AJ7812;UTM  16      - 3,869,732.147   226,467.803   MT  1.00052224   -1 42 57.1
 AJ7812;UTM  15      - 3,869,761.464   774,509.111   MT  1.00052884   +1 43 19.2
 AJ7812
 AJ7812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7812!SPC MS W     -   0.99998878  x   0.99996179  =   0.99995057
 AJ7812!UTM  16      -   0.99998878  x   1.00052224  =   1.00051101
 AJ7812!UTM  15      -   0.99998878  x   1.00052884  =   1.00051761
 AJ7812
 AJ7812                          SUPERSEDED SURVEY CONTROL
 AJ7812
 AJ7812  ELLIP H (09/08/03)   71.503  (m)                       GP(       ) 4 1
 AJ7812  ELLIP H (04/15/02)   71.465  (m)                       GP(       ) 4 2
 AJ7812  NAD 83(1993)-  34 55 59.56623(N)    089 59 40.75359(W) AD(       ) B
 AJ7812  ELLIP H (02/15/02)   71.462  (m)                       GP(       ) 4 1
 AJ7812
 AJ7812.Superseded values are not recommended for survey control.
 AJ7812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7812.See file dsdata.txt to determine how the superseded data were derived.
 AJ7812
 AJ7812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2646869732(NAD 83)
 AJ7812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ7812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7812_SP_SET: BRIDGE ABUTMENT
 AJ7812_STAMPING: MDOT CHURCH 2000
 AJ7812_MARK LOGO: NONE  
 AJ7812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7812+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 AJ7812
 AJ7812  HISTORY     - Date     Condition        Report By
 AJ7812  HISTORY     - 2000     MONUMENTED       MSHD
 AJ7812  HISTORY     - 19980425 GOOD             MSSU
 AJ7812  HISTORY     - 20020305 GOOD             USACE
 AJ7812  HISTORY     - 20020419 GOOD             EMCINC
 AJ7812  HISTORY     - 20030701 GOOD             EMCINC
 AJ7812  HISTORY     - 20041128 GOOD             INDIV
 AJ7812  HISTORY     - 20061104 GOOD             MSSU
 AJ7812  HISTORY     - 20080421 GOOD             MSDOT
 AJ7812
 AJ7812                          STATION DESCRIPTION
 AJ7812
 AJ7812'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 (HL)
 AJ7812'STATION IS LOCATED JUST SOUTH OF SOUTHHAVEN, MS.  IT IS SET IN THE
 AJ7812'WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE UNDER THE SOUTHBOUND
 AJ7812'LANES OF I-55 OVER CHURCH ROAD, EXIT 287.
 AJ7812
 AJ7812                          STATION RECOVERY (1998)
 AJ7812
 AJ7812'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1998 (GCS)
 AJ7812'RECOVERED IN GOOD CONDITION.
 AJ7812
 AJ7812                          STATION RECOVERY (2002)
 AJ7812
 AJ7812'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 AJ7812'RECOVERED IN GOOD CONDITION.
 AJ7812
 AJ7812                          STATION RECOVERY (2002)
 AJ7812
 AJ7812'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 AJ7812'MARK FOUND AS DESCRIBED.
 AJ7812'
 AJ7812
 AJ7812                          STATION RECOVERY (2003)
 AJ7812
 AJ7812'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ7812'RECOVERED AS DESCRIBED.
 AJ7812
 AJ7812                          STATION RECOVERY (2004)
 AJ7812
 AJ7812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AJ7812'LOOK FOR ORANGE WITNESS POST
 AJ7812
 AJ7812                          STATION RECOVERY (2006)
 AJ7812
 AJ7812'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (ZHB)
 AJ7812'RECOVERED IN GOOD CONDITION.
 AJ7812
 AJ7812                          STATION RECOVERY (2008)
 AJ7812
 AJ7812'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 AJ7812'MARK IS LOCATED IN THE ABUTMENT AT THE MOST SOUTHWEST CORNER OF THE
 AJ7812'TWO INTERSTATE 55 BRIDGES OVER CHURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0291 ***********************************************************************
 CP0291  DESIGNATION -  CINCINNATI DBM
 CP0291  PID         -  CP0291
 CP0291  STATE/COUNTY-  MS/HINDS
 CP0291  USGS QUAD   -  CLINTON (1980)
 CP0291
 CP0291                         *CURRENT SURVEY CONTROL
 CP0291  ___________________________________________________________________
 CP0291* NAD 83(1986)-  32 18 11.     (N)    090 18 48.     (W)     SCALED    
 CP0291* NAVD 88     -        87.461  (meters)     286.94   (feet)  ADJUSTED  
 CP0291  ___________________________________________________________________
 CP0291  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0291  DYNAMIC HT  -          87.360 (meters)     286.61  (feet)  COMP
 CP0291  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CP0291
 CP0291  VERT ORDER  -  FIRST     CLASS I
 CP0291
 CP0291.The horizontal coordinates were scaled from a topographic map and have
 CP0291.an estimated accuracy of +/- 6 seconds.
 CP0291
 CP0291.The orthometric height was determined by differential leveling
 CP0291.and adjusted in June 1991.
 CP0291
 CP0291.The geoid height was determined by GEOID03.
 CP0291
 CP0291.The dynamic height is computed by dividing the NAVD 88
 CP0291.geopotential number by the normal gravity value computed on the
 CP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0291.degrees latitude (g = 980.6199 gals.).
 CP0291
 CP0291.The modeled gravity was interpolated from observed gravity values.
 CP0291
 CP0291;                    North         East    Units  Estimated Accuracy
 CP0291;SPC MS W     -   310,750.      701,880.      MT  (+/- 180 meters Scaled)
 CP0291
 CP0291                          SUPERSEDED SURVEY CONTROL
 CP0291
 CP0291  NGVD 29 (??/??/??)   87.474  (m)          286.99   (f) ADJUSTED    1 1
 CP0291
 CP0291.Superseded values are not recommended for survey control.
 CP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0291.See file dsdata.txt to determine how the superseded data were derived.
 CP0291
 CP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR529771(NAD 83)
 CP0291_MARKER: Z = SEE DESCRIPTION
 CP0291_SETTING: 0 = UNSPECIFIED SETTING
 CP0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0291
 CP0291  HISTORY     - Date     Condition        Report By
 CP0291  HISTORY     - UNK      MONUMENTED       DOD
 CP0291  HISTORY     - 1978     GOOD             MSHD
 CP0291
 CP0291                          STATION DESCRIPTION
 CP0291
 CP0291'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0291'2.5 MI SE FROM CLINTON.
 CP0291'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF CLINTON ON THE SITE OF THE
 CP0291'OHIO CONTROL HOUSE ON THE GROUNDS OF THE U.S.E. WATERWAYS EXPERIMENT
 CP0291'STATION, 73.35 MILES WEST OF THE CENTER OF DOWNTOWN JACKSON IN THE
 CP0291'SOUTHEAST 1/4 OF SECTION 5, T 5N, R 1W. THE 1968 LOCAL MEASUREMENTS
 CP0291'CHECKED.  THE FOLLOWING ADDITIONAL MEASUREMENTS WERE TAKEN AT THIS
 CP0291'TIME.  IT IS 136 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE OHIO
 CP0291'CONTROL HOUSE, 109 FEET NORTHWEST OF A FIRE PLUG AND 91 FEET WEST OF A
 CP0291'CYCLONE FENCE.  NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO MISSISSIPPI
 CP0291'COLLEGE IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A
 CP0291'CROSSROAD.  TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2 MILES TO
 CP0291'A CROSSROAD JUST BEYOND A RAILROAD TRACK.  TURN LEFT AND GO EAST ON
 CP0291'MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT STATION
 CP0291'ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO
 CP0291'A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.15 MILE TO
 CP0291'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.55
 CP0291'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A PAVED ROAD
 CP0291'FOR 0.15 MILE TO THE ENTRANCE TO THE CONTROL HOUSE AND THE MARK ON THE
 CP0291'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7795 ***********************************************************************
 AJ7795  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7795  DESIGNATION -  CIRCE
 AJ7795  PID         -  AJ7795
 AJ7795  STATE/COUNTY-  MS/YAZOO
 AJ7795  USGS QUAD   -  VAUGHAN (1964)
 AJ7795
 AJ7795                         *CURRENT SURVEY CONTROL
 AJ7795  ___________________________________________________________________
 AJ7795* NAD 83(2007)-  32 47 32.47253(N)    090 06 19.57778(W)     ADJUSTED  
 AJ7795* NAVD 88     -        74.9    (meters)     246.     (feet)  GPS OBS   
 AJ7795  ___________________________________________________________________
 AJ7795  EPOCH DATE  -        2002.00
 AJ7795  X           -      -9,876.630 (meters)                     COMP
 AJ7795  Y           -  -5,367,013.174 (meters)                     COMP
 AJ7795  Z           -   3,434,648.532 (meters)                     COMP
 AJ7795  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ7795  ELLIP HEIGHT-          47.888 (meters)          (02/10/07) ADJUSTED
 AJ7795  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AJ7795
 AJ7795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7795  Type    PID    Designation                      North   East  Ellip
 AJ7795  -------------------------------------------------------------------
 AJ7795  NETWORK AJ7795 CIRCE                             1.65   1.45   7.59
 AJ7795  -------------------------------------------------------------------
 AJ7795
 AJ7795.The horizontal coordinates were established by GPS observations
 AJ7795.and adjusted by the National Geodetic Survey in February 2007.
 AJ7795
 AJ7795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7795.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7795.The epoch date for horizontal control is a decimal equivalence
 AJ7795.of Year/Month/Day.
 AJ7795
 AJ7795.The orthometric height was determined by GPS observations and a
 AJ7795.high-resolution geoid model.
 AJ7795
 AJ7795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7795
 AJ7795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7795
 AJ7795.The ellipsoidal height was determined by GPS observations
 AJ7795.and is referenced to NAD 83.
 AJ7795
 AJ7795.The geoid height was determined by GEOID03.
 AJ7795
 AJ7795;                    North         East     Units Scale Factor Converg.
 AJ7795;SPC MS W     -   365,034.966   721,346.230   MT  0.99995562   +0 07 24.3
 AJ7795;SPC MS W     - 1,197,618.88  2,366,616.76   sFT  0.99995562   +0 07 24.3
 AJ7795;UTM  15      - 3,631,978.045   771,077.529   MT  1.00050618   +1 34 07.1
 AJ7795
 AJ7795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7795!SPC MS W     -   0.99999248  x   0.99995562  =   0.99994810
 AJ7795!UTM  15      -   0.99999248  x   1.00050618  =   1.00049866
 AJ7795
 AJ7795                          SUPERSEDED SURVEY CONTROL
 AJ7795
 AJ7795  ELLIP H (04/15/02)   47.891  (m)                       GP(       ) 4 2
 AJ7795  NAD 83(1993)-  32 47 32.47242(N)    090 06 19.57765(W) AD(       ) B
 AJ7795  ELLIP H (02/15/02)   47.889  (m)                       GP(       ) 4 1
 AJ7795
 AJ7795.Superseded values are not recommended for survey control.
 AJ7795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7795.See file dsdata.txt to determine how the superseded data were derived.
 AJ7795
 AJ7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7107831978(NAD 83)
 AJ7795_MARKER: DD = SURVEY DISK
 AJ7795_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7795_SP_SET: BRIDGE ABUTMENT
 AJ7795_STAMPING: CIRCE 2000
 AJ7795_MARK LOGO: NGS   
 AJ7795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7795+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7795
 AJ7795  HISTORY     - Date     Condition        Report By
 AJ7795  HISTORY     - 2000     MONUMENTED       NGS
 AJ7795
 AJ7795                          STATION DESCRIPTION
 AJ7795
 AJ7795'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (KDS)
 AJ7795'STATION IS LOCATED NEAR DEASONVILLE, 9.9 MILES (15.9 KM) SOUTHWEST OF
 AJ7795'PICKENS, MISSISSIPPI.  TO REACH THE STATION FROM THE I-55 EXIT NUMBER
 AJ7795'124, INTERSECTION WITH ROUTE 16, NORTH OF CANTON, MS, DRIVE
 AJ7795'NORTHWESTERLY ON ROUTE 16 FOR 4.8 MILES (7.7 KM) TO DEASONVILLE ROAD,
 AJ7795'ON THE RIGHT.  TURN RIGHT AND PROCEED 4.2 MILES (6.8 KM) NORTHWARD TO
 AJ7795'T INTERSECTION AND VAUGHN ROAD.  TURN LEFT AND PROCEED WEST, PAST
 AJ7795'DEASONVILLE FIRE STATION, TO BRIDGE OVER ELLISON CREEK AND THE MARK ON
 AJ7795'THE LEFT (SOUTH).  THE BRIDGE IS WNW ACROSS AN OPEN FIELD FROM A METAL
 AJ7795'ROOFED COTTON GIN AND ABOUT 225 FT (68.6 M) SOUTH OF A STEEL SHEET
 AJ7795'PILING AND CONCRETE FLOW CONTROL STRUCTURE UPSTREAM ON THE CREEK.  THE
 AJ7795'MARK IS IN THE TOP OF THE EAST WING WALL ON THE SOUTH SIDE OF THE
 AJ7795'ROAD, ABOUT EVEN WITH THE LEVEL OF THE ROAD.  IT IS 3.3 FT (1.0 M)
 AJ7795'SOUTH BEHIND THE STEEL GUIDERAIL, 0.6 FT (18.3 CM) FROM THE TURNED END
 AJ7795'OF THE CONCRETE SIDE RAIL, 2.4 FT (0.7 M) SW OF A BLACK AND YELLOW
 AJ7795'STRIPED SIGN ON A STEEL POST.  THE MARK IS AN NGS DISK STAMPED CIRCE
 AJ7795'2000, AND IS GOOD FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1303 ***********************************************************************
 CO1303  DESIGNATION -  CIRCLE
 CO1303  PID         -  CO1303
 CO1303  STATE/COUNTY-  MS/NESHOBA
 CO1303  USGS QUAD   -  HOUSE (1985)
 CO1303
 CO1303                         *CURRENT SURVEY CONTROL
 CO1303  ___________________________________________________________________
 CO1303* NAD 83(1993)-  32 40 47.72188(N)    088 59 31.23024(W)     ADJUSTED  
 CO1303* NAVD 88     -       217.9    (meters)     715.     (feet)  VERTCON   
 CO1303  ___________________________________________________________________
 CO1303  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CO1303  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CO1303  HORZ ORDER  -  FIRST
 CO1303
 CO1303.The horizontal coordinates were established by classical geodetic methods
 CO1303.and adjusted by the National Geodetic Survey in May 1994.
 CO1303
 CO1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1303
 CO1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1303
 CO1303.The geoid height was determined by GEOID03.
 CO1303
 CO1303;                    North         East     Units Scale Factor Converg.
 CO1303;SPC MS E     -   352,555.181   285,118.730   MT  0.99995273   -0 05 08.4
 CO1303;SPC MS E     - 1,156,674.79    935,427.03   sFT  0.99995273   -0 05 08.4
 CO1303;UTM  16      - 3,617,557.544   313,230.071   MT  1.00003015   -1 04 33.2
 CO1303
 CO1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1303!SPC MS E     -   0.99997019  x   0.99995273  =   0.99992292
 CO1303!UTM  16      -   0.99997019  x   1.00003015  =   1.00000034
 CO1303
 CO1303|---------------------------------------------------------------------|
 CO1303| PID    Reference Object                     Distance      Geod. Az  |
 CO1303|                                                           dddmmss.s |
 CO1303| AI4262 CIRCLE RM 1                          21.373 METERS 05848     |
 CO1303| AI4263 CIRCLE RM 2                          20.020 METERS 17345     |
 CO1303| CO1319 PHILADELPHIA HWY DEPT MW KKV        APPROX.11.3 KM 2974014.9 |
 CO1303|---------------------------------------------------------------------|
 CO1303
 CO1303                          SUPERSEDED SURVEY CONTROL
 CO1303
 CO1303  NAD 83(1986)-  32 40 47.73289(N)    088 59 31.23073(W) AD(       ) 1
 CO1303  NAD 27      -  32 40 47.24341(N)    088 59 31.03084(W) AD(       ) 1
 CO1303  NGVD 29 (07/19/86)  217.9    (m)          715.     (f) VERT ANG    3  
 CO1303
 CO1303.Superseded values are not recommended for survey control.
 CO1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1303.See file dsdata.txt to determine how the superseded data were derived.
 CO1303
 CO1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1323017558(NAD 83)
 CO1303_MARKER: DS = TRIANGULATION STATION DISK
 CO1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1303
 CO1303  HISTORY     - Date     Condition        Report By
 CO1303  HISTORY     - 1970     MONUMENTED       NGS
 CO1303  HISTORY     - 19811001 GOOD             MSSU
 CO1303  HISTORY     - 1982     GOOD             NGS
 CO1303
 CO1303                          STATION DESCRIPTION
 CO1303
 CO1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1303'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF
 CO1303'PHILADELPHIA, 3-1/2 MILES NORTH OF HOUSE AND IN THE SW 1/4
 CO1303'SEC. T 10 N, R 13 E AND ON THE PROPERTY OF THE INTERNATIONAL PAPER
 CO1303'CO.
 CO1303'
 CO1303'TO REACH FROM THE POST OFFICE IN PHILADELPHIA GO EAST ON MAIN ST
 CO1303'FOR 0.1 MILE TO HOLLAND AVE (STATE HIGHWAY 19).  TURN RIGHT AND GO
 CO1303'SOUTH ON STATE HIGHWAY 19 FOR 5.8 MILES TO THE TUCKER SCHOOL ON
 CO1303'THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 19 FOR 1.45 MILES TO A SIDE
 CO1303'ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.45
 CO1303'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON A
 CO1303'GRAVELED ROAD FOR 0.7 MILE.  CONTINUE SOUTHEASTERLY ON THE MAIN
 CO1303'GRAVELED ROAD FOR 1.7 MILES TO A CROSSROADS AND A SIGN (CIRCLE
 CO1303'HILL) IN THE SOUTHEAST ANGLE.  TURN RIGHT AND GO SOUTH AND
 CO1303'WESTERLY ON THE MAIN DIRT ROAD FOR 1.4 MILES TO THE STATION ON THE
 CO1303'RIGHT, IN A HEAVILY WOODED AREA.
 CO1303'
 CO1303'THE STATION MARK IS A STANDARD DISK STAMPED CIRCLE 1970, SET
 CO1303'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CO1303'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST
 CO1303'OF THE CENTER OF THE DIRT ROAD, 27 FEET NORTHEAST OF A 10-INCH
 CO1303'DIAMETER OAK TREE WITH TRIANGLE BLAZE AND 5.3 FEET NORTHWEST
 CO1303'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1303'
 CO1303'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CIRCLE NO 1 1970,
 CO1303'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CO1303'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 67.5 FEET
 CO1303'NORTHEAST OF THE METAL WITNESS POST, 27 WEST OF A 12-INCH
 CO1303'DIAMETER PINE TREE AND 21 FEET EAST OF THE CENTER OF THE DIRT
 CO1303'ROAD.
 CO1303'
 CO1303'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CIRCLE NO 2 1970,
 CO1303'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CO1303'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 63.5 FEET
 CO1303'SOUTH OF THE METAL WITNESS POST, 50 FEET SOUTH-SOUTHEAST OF THE
 CO1303'OAK TREE WITH TRIANGLE BLAZE AND 11 FEET WEST OF THE CENTER OF
 CO1303'THE DIRT ROAD.
 CO1303'
 CO1303'NOTE.--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AND
 CO1303'WAS NOT POSSIBLE TO MEASURE BETWEEN RMS DUE TO TREES.
 CO1303'
 CO1303'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 CO1303
 CO1303                          STATION RECOVERY (1981)
 CO1303
 CO1303'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1303'RECOVERED IN GOOD CONDITION.
 CO1303
 CO1303                          STATION RECOVERY (1982)
 CO1303
 CO1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CO1303'THE STATION MARK WAS RECOVERED IN FAIR CONDITION, THE MONUMENT HAD
 CO1303'BEEN CHIPPED BUT WAS SOLIDLY IN PLACE.  REFERENCE MARKS NO 1 AND NO 2
 CO1303'WERE FOUND DESTROYED.  NO ORIGINAL AZIMUTH MARK WAS ESTABLISHED AT
 CO1303'THIS STATION.  SEVERAL INTERSECTION STATIONS WERE VISIBLE AND WERE
 CO1303'OBSERVED FOR AZIMUTHS.  NEW REFERENCE MARKS NO 3 AND NO 4 WERE
 CO1303'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CO1303'
 CO1303'THE 1970 TO REACH DESCRIPTION BY W. M. JOHNSON IS ADEQUATE AND
 CO1303'COMPLETE AT THIS TIME.
 CO1303'
 CO1303'STATION MARK IS A STANDARD CGS DISK, STAMPED---CIRCLE 1970---SET IN
 CO1303'TOP OF A ROUND CONCRETE POST, PROJECTING 2 INCHES.  IT IS ON
 CO1303'HIGHEST GROUND IN AREA ON PROPERTY OF THE INTERNATIONAL PAPER CO.
 CO1303'AND ON LAND THAT HAS BEEN RECENTLY CLEAR-CUT FOR PLANTING OF PINE
 CO1303'TREES, 22.10 METERS (72.5 FEET) WEST-SOUTHWEST OF A LONE 12-INCH
 CO1303'HICKORY TREE, 0.70 METER (2.3 FEET) SOUTH OF A METAL WITNESS POST
 CO1303'AND SIGN AND 0.70 METER (2.3 FEET) NORTH OF ANOTHER METAL WITNESS
 CO1303'POST AND SIGN AND 10.06 METERS (33.0 FEET) WEST OF THE CENTER OF
 CO1303'GRAVEL WOODS ROAD.
 CO1303'
 CO1303'REFERENCE MARK NO 3 IS A STANDRD NGS DISK, STAMPED---CIRCLE 1970 NO 3
 CO1303'1982---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CO1303'GROUND.  IT IS 6.86 METERS (22.5 FEET) EAST OF THE CENTER OF ROAD,
 CO1303'1.83 METERS (6.0 FEET) WEST-SOUTHWEST OF LONE 12-INCH HICKORY TREE,
 CO1303'0.49 METER (1.6 FEET) SOUTH OF A METAL WITNESS POST AND SIGN AND 0.46
 CO1303'METER (1.5 FEET) NORT OF ANOTHER METAL WITNESS POST AND SIGN.
 CO1303'
 CO1303'REFERENCE MARK NO 4 IS A STANDARD NGS DISK, STAMPED---CIRCLE 1970 NO
 CO1303'4 1982---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CO1303'GROUND.  IT IS 3.50 METERS (11.5 FEET) WEST OF THE CENTER OF ROAD,
 CO1303'0.46 METERS SOUT OF A METAL WITNESS POST AND SIGN AND 0.46 METER (1.5
 CO1303'FEET) NORTH OF ANOTHER METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2597 ***********************************************************************
 CP2597  DESIGNATION -  CITY
 CP2597  PID         -  CP2597
 CP2597  STATE/COUNTY-  MS/HINDS
 CP2597  USGS QUAD   -  JACKSON (1998)
 CP2597
 CP2597                         *CURRENT SURVEY CONTROL
 CP2597  ___________________________________________________________________
 CP2597* NAD 83(1993)-  32 17 50.08296(N)    090 10 59.35345(W)     ADJUSTED  
 CP2597* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 CP2597  ___________________________________________________________________
 CP2597  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CP2597  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2597  HORZ ORDER  -  FIRST
 CP2597
 CP2597.The horizontal coordinates were established by classical geodetic methods
 CP2597.and adjusted by the National Geodetic Survey in May 1994.
 CP2597
 CP2597.The orthometric height was scaled from a topographic map.
 CP2597
 CP2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2597
 CP2597.The geoid height was determined by GEOID03.
 CP2597
 CP2597;                    North         East     Units Scale Factor Converg.
 CP2597;SPC MS W     -   310,118.910   714,144.269   MT  0.99995247   +0 04 48.9
 CP2597;SPC MS W     - 1,017,448.46  2,342,988.32   sFT  0.99995247   +0 04 48.9
 CP2597;UTM  15      - 3,576,869.450   765,250.429   MT  1.00046773   +1 30 21.4
 CP2597
 CP2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2597!SPC MS W     -   0.99999000  x   0.99995247  =   0.99994247
 CP2597!UTM  15      -   0.99999000  x   1.00046773  =   1.00045773
 CP2597
 CP2597:                Primary Azimuth Mark                     Grid Az
 CP2597:SPC MS W     -  CITY AZ MK                               005 32 31.6
 CP2597:UTM  15      -  CITY AZ MK                               004 06 59.1
 CP2597
 CP2597|---------------------------------------------------------------------|
 CP2597| PID    Reference Object                     Distance      Geod. Az  |
 CP2597|                                                           dddmmss.s |
 CP2597| CP0311 CITY AZ MK                                         0053720.5 |
 CP2597| CP0309 P RESET                              42.022 METERS 12427     |
 CP2597| CP0310 CITY RM 1                            36.426 METERS 18408     |
 CP2597|---------------------------------------------------------------------|
 CP2597
 CP2597                          SUPERSEDED SURVEY CONTROL
 CP2597
 CP2597  NAD 83(1986)-  32 17 50.09721(N)    090 10 59.34869(W) AD(       ) 1
 CP2597  NAD 27      -  32 17 49.57000(N)    090 10 59.03200(W) AD(       ) 1
 CP2597
 CP2597.Superseded values are not recommended for survey control.
 CP2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2597.See file dsdata.txt to determine how the superseded data were derived.
 CP2597
 CP2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6525076869(NAD 83)
 CP2597_MARKER: DS = TRIANGULATION STATION DISK
 CP2597_SETTING: 0 = UNSPECIFIED SETTING
 CP2597
 CP2597  HISTORY     - Date     Condition        Report By
 CP2597  HISTORY     - 1945     MONUMENTED       CGS
 CP2597  HISTORY     - 1957     GOOD             CGS
 CP2597  HISTORY     - 1961     GOOD             MSHD
 CP2597  HISTORY     - 1968     GOOD             CGS
 CP2597  HISTORY     - 1970     GOOD             NGS
 CP2597  HISTORY     - 1971     GOOD             MSHD
 CP2597  HISTORY     - 1988     GOOD             USPSQD
 CP2597  HISTORY     - 19920610 MARK NOT FOUND   NGS
 CP2597
 CP2597                          STATION DESCRIPTION
 CP2597
 CP2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2597'STATION IS LOCATED ON THE NW CORNER OF THE HINDS COUNTY
 CP2597'COURTHOUSE LAWN IN THE CITY OF JACKSON.  IT IS ON THE SE
 CP2597'CORNER OF SOUTH CONGRESS AND EAST PASCAGOULA STREETS, 27
 CP2597'FEET E OF THE E EDGE OF THE SIDEWALK ON SOUTH CONGRESS STREET,
 CP2597'AND 36 FEET S OF THE S EDGE OF THE SIDEWALK ON EAST PASCAGOULA
 CP2597'STREET.
 CP2597'
 CP2597'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2597'POST, STAMPED CITY 1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2597'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2597'
 CP2597'REFERENCE MARK 1 IS 119.51 FEET S OF THE STATION.  IT IS IN
 CP2597'THE W END OF THE CONCRETE WALL OF THE BASEMENT ENTRANCE OF
 CP2597'THE BUILDING ON SOUTH CONGRESS STREET.  THE DISK IS STAMPED
 CP2597'CITY NO 1 1945.
 CP2597'
 CP2597'B.M. P RESET WAS USED AS REFERENCE MARK 2 AND IS 137.87 FEET
 CP2597'SE OF THE STATION.  IT IS IN THE N END OF THE W MARBLE BASE
 CP2597'OF THE STEPS.  THE DISK IS A BRONZE BENCH MARK DISK, STAMPED
 CP2597'P RESET 1931.
 CP2597'
 CP2597'AZIMUTH MARK IS THREE BLOCKS N OF THE STATION IN THE W CURB
 CP2597'ON NORTH CONGRESS STREET.  IT IS 45 FEET S OF THE S EDGE OF
 CP2597'THE SIDEWALK ON AMITE STREET.  THE DISK IS STAMPED CITY 1945.
 CP2597'
 CP2597'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2597
 CP2597                          STATION RECOVERY (1957)
 CP2597
 CP2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2597'THE STATION WAS VISITED 2-20-57 AND THE STATION AND ALL MARKS
 CP2597'WERE FOUND IN GOOD CONDITION.  THE 1945 DESCRIPTION BY J.C.P.
 CP2597'IS ADEQUATE.
 CP2597
 CP2597                          STATION RECOVERY (1961)
 CP2597
 CP2597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2597'THE STATION WAS VISITED OCT. 10, 1961 AND ALL MARKS WERE
 CP2597'FOUND IN GOOD CONDITION.  THE 1945 DESCRIPTION BY J.C.P.
 CP2597'IS ADEQUATE.
 CP2597
 CP2597                          STATION RECOVERY (1968)
 CP2597
 CP2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP2597'BENCH MARK P RESET 1931, STAMPED P RESET 1931, WAS USED AS RM 2,
 CP2597'137.87 FEET EAST OF THE STATION MARK, SET IN THE TOP OF A GRANITE
 CP2597'BLOCK AT THE WEST SIDE OF THE STEPS AND THE NORTH ENTRANCE TO THE
 CP2597'HINDS COUNTY COURT HOUSE AT JACKSON, 125 FEET SOUTH OF THE
 CP2597'CENTERLINE OF EAST PASCAGOULA STREET, 184 FEET EAST OF THE
 CP2597'CENTERLINE OF SOUTH CONGRESS STREET, 29 FEET NORTH OF THE NORTH
 CP2597'WALL OF THE COURTHOUSE, 4 FEET WEST OF THE WEST END OF THE STEPS,
 CP2597'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE WALKWAY.
 CP2597'
 CP2597'THE AZIMUTH MARK, STAMPED CITY 1945, IS 0.25 MILE NORTH ALONG
 CP2597'CONGRESS STREET FROM THE STATION MARK, 18 FEET WEST OF THE CENTERLINE
 CP2597'OF THE STREET, 74 FEET SOUTH OF THE CENTERLINE OF EAST AMITE
 CP2597'STREET, SET IN THE TOP OF THE WEST CONCRETE CURB OF THE STREET, 23
 CP2597'FEET SOUTH OF A FIRE HYDRANT, 0.8 FOOT SOUTHEAST OF THE CONCRETE
 CP2597'BASE OF A LIGHT POLE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 CP2597'STREET.
 CP2597'
 CP2597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JACKSON.
 CP2597
 CP2597                          STATION RECOVERY (1970)
 CP2597
 CP2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FG)
 CP2597'STATION CITY, BM P RESET 1931.  (R.M. 2), AND AZIMUTH MARK
 CP2597'WERE REC VERED AND FOUND TO BE IN GOOD CONDITION.  R.M. 1
 CP2597'HAS A SETTLEMENT CRACK APPROXIMATELY 0.003M AROUND THE DISK
 CP2597'SET IN CONCRETE WALL OF THE BASEMENT ENTRANCE.  THE AZIMUTH
 CP2597'MARK IS NO LONGER VISIBLE FROM THE GROUND DUE TO A BUSHY
 CP2597'TREE NEXT TO THE STATION AND A 5 FEET BUSHY CEDAR TREE
 CP2597'ACROSS THE INTERSECTIONIN AND THE CORNER OF THE CITY HALL
 CP2597'LAWN.
 CP2597'
 CP2597'DESCRIPTION CHANGE--THE DISTANCES ARE NO LONGER ACCURATE THAT
 CP2597'IS GIVEN FROM THE EDGE OF THE SIDEWALKS TO THE STATION.
 CP2597'NEW DISTANCES ARE--38.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 CP2597'CURB OF E. PASCAGOULA ST., 39.0 FEET EAST OF THE EAST EDGE
 CP2597'OF THE CURB OF S. CONGRESS ST., 89.0 FEET FROM THE NORTHWEST
 CP2597'CORNER OF THE COUNTY COURT HOUSE.
 CP2597
 CP2597                          STATION RECOVERY (1971)
 CP2597
 CP2597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 CP2597'THE STATION WAS VISITED 10-12-77 AND THE STATION MARK, RM NO 1, BM P
 CP2597'RESET, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CP2597'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 CP2597'
 CP2597'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE LAWN OF THE
 CP2597'HINDS COUNTY COURTHOUSE IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 CP2597'OF SOUTH CONGRESS AND EAST PASCAGOULA STREETS NEAR THE CENTER OF THE
 CP2597'SOUTH SIDE OF SECTION 3, T 5N, R 1E.  IT IS 89 FEET
 CP2597'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 66.5 FEET
 CP2597'SOUTH OF THE CENTER OF EAST PASCAGOULA STREET, 59.5 FEET EAST OF THE
 CP2597'CENTER OF SOUTH CONGRESS STREET, 50 FEET NORTH-NORTHWEST OF A
 CP2597'30 INCH SYCAMORE, 48.5 FEET NORTHEAST OF A 20 INCH SYCAMORE, 44
 CP2597'FEET SOUTHEAST OF A POWER POLE WITH A LAMP AND TRANSFORMERS, 27
 CP2597'FEET EAST OF THE EAST EDGE OF A WALK, 27 FEET SOUTH OF THE SOUTH
 CP2597'EDGE OF A WALK, 21 FEET WEST-SOUTHWEST OF A 14 INCH
 CP2597'PECAN AND IS 4 INCHES BELOW THE GROUND.  IT IS A
 CP2597'TRIANGULATION DISK, STAMPED CITY 1945.
 CP2597'
 CP2597'REFERENCE MARK NO 1 IS 119.51 FEET SOUTH OF THE STATION.  IT IS 71
 CP2597'FEET EAST OF THE CENTER OF SOUTH CONGRESS STREET, 157 FEET SOUTH
 CP2597'OF THE CENTER OF EAST PASCAGOULA STREET, 45.5 FEET SOUTHWEST OF THE
 CP2597'NORTHWEST CORNER OF THE COURTHOUSE, 25.5 FEET WEST OF THE WEST
 CP2597'WALL OF THE COURTHOUSE, 1 FOOT WEST-NORTHWEST OF THE WEST END OF
 CP2597'AN IRON RAILING SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF
 CP2597'A CONCRETE WALL AT THE WEST BASEMENT ENTRANCE TO THE COURTHOUSE.
 CP2597'IT IS A REFERENCE MARK DISK, STAMPED CITY NO 1 1945.
 CP2597'
 CP2597'B.M. P RESET IS 137.87 FEET SOUTHEAST OF THE STATION.  IT IS 184 FEET
 CP2597'EAST OF THE CENTER OF SOUTH CONGRESS STREET, 125.5 FEET SOUTH OF THE
 CP2597'CENTER OF EAST PASCAGOULA STREET, 40.5 FEET SOUTH-SOUTHWEST OF A
 CP2597'FLAG POLE, 9.5 FEET WEST OF AN IRON HAND RAIL IN THE CENTER OF THE
 CP2597'STEPS LEADING TO THE COURTHOUSE SET IN A DRILL HOLE IN THE TOP OF
 CP2597'A SMALL STEP AT THE NORTH END OF THE WEST GRANITE BASE OF THE
 CP2597'STEPS LEADING TO THE COURTHOUSE AND IS 2 FEET ABOVE THE WALKS.  IT
 CP2597'IS A REFERENCE MARK DISK, STAMPED P RESET 1931.
 CP2597'
 CP2597'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 74 FEET
 CP2597'SOUTH OF THE CENTER OF EAST AMITE STREET, 19 FEET WEST OF THE CENTER
 CP2597'OF NORTH CONGRESS STREET, 23 FEET SOUTH OF THE SOUTH ONE OF TWO
 CP2597'FIRE HYDRANTS, 12 FEET EAST OF THE NORTHEAST CORNER OF THE FIRST
 CP2597'BRICK PILLAR SOUTH OF THE NORTHEAST CORNER OF THE BRICK FENCE AROUND
 CP2597'THE GOVERNORS MANSION, 0.8 FEET SOUTHEAST OF THE CONCRETE BASE OF
 CP2597'A LIGHT SET IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE CURB OF
 CP2597'NORTH CONGRESS STREET AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF
 CP2597'THE STREET.  IT IS AN AZIMUTH MARK DISK, STAMPED CITY 1945.
 CP2597'
 CP2597'TO REACH THE AZIMUTH MARK FROM THE EAST ENTRANCE TO THE HINDS COUNTY
 CP2597'COURTHOUSE IN JACKSON GO NORTH ON PRESIDENT STREET FOR 0.3 MILE TO
 CP2597'THE INTERSECTION OF AMITE STREET.  TURN LEFT AND GO WEST ON AMITE
 CP2597'STREET FOR 1 BLOCK TO THE INTERSECTION OF CONGRESS STREET AND THE
 CP2597'MARK ON THE LEFT.
 CP2597'
 CP2597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN JACKSON.
 CP2597
 CP2597                          STATION RECOVERY (1988)
 CP2597
 CP2597'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 CP2597'RECOVERED IN GOOD CONDITION.
 CP2597
 CP2597                          STATION RECOVERY (1992)
 CP2597
 CP2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2597'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0311 ***********************************************************************
 CP0311  DESIGNATION -  CITY AZ MK
 CP0311  PID         -  CP0311
 CP0311  STATE/COUNTY-  MS/HINDS
 CP0311  USGS QUAD   -  JACKSON (1998)
 CP0311
 CP0311                         *CURRENT SURVEY CONTROL
 CP0311  ___________________________________________________________________
 CP0311* NAD 83(1986)-  32 18 02.     (N)    090 10 58.     (W)     SCALED    
 CP0311* NAVD 88     -        89.078  (meters)     292.25   (feet)  ADJUSTED  
 CP0311  ___________________________________________________________________
 CP0311  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0311  DYNAMIC HT  -          88.978 (meters)     291.92  (feet)  COMP
 CP0311  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CP0311
 CP0311  VERT ORDER  -  FIRST     CLASS I
 CP0311
 CP0311.The horizontal coordinates were scaled from a topographic map and have
 CP0311.an estimated accuracy of +/- 6 seconds.
 CP0311
 CP0311.The orthometric height was determined by differential leveling
 CP0311.and adjusted in February 1994.
 CP0311
 CP0311.The geoid height was determined by GEOID03.
 CP0311
 CP0311.The dynamic height is computed by dividing the NAVD 88
 CP0311.geopotential number by the normal gravity value computed on the
 CP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0311.degrees latitude (g = 980.6199 gals.).
 CP0311
 CP0311.The modeled gravity was interpolated from observed gravity values.
 CP0311
 CP0311;                    North         East    Units  Estimated Accuracy
 CP0311;SPC MS W     -   310,490.      714,180.      MT  (+/- 180 meters Scaled)
 CP0311
 CP0311                          SUPERSEDED SURVEY CONTROL
 CP0311
 CP0311  NAVD 88 (06/15/91)   89.074  (m)          292.24   (f) UNKNOWN     1 1
 CP0311  NGVD 29 (??/??/??)   89.084  (m)          292.27   (f) ADJUSTED    1 1
 CP0311
 CP0311.Superseded values are not recommended for survey control.
 CP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0311.See file dsdata.txt to determine how the superseded data were derived.
 CP0311
 CP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR652772(NAD 83)
 CP0311_MARKER: DZ = AZIMUTH MARK DISK
 CP0311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP0311_SP_SET: CURB
 CP0311_STAMPING: CITY 1945
 CP0311_MARK LOGO: CGS   
 CP0311_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0311+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0311
 CP0311  HISTORY     - Date     Condition        Report By
 CP0311  HISTORY     - 1945     MONUMENTED       CGS
 CP0311  HISTORY     - 1977     GOOD             MSHD
 CP0311  HISTORY     - 1990     GOOD             USPSQD
 CP0311  HISTORY     - 19920610 GOOD             NGS
 CP0311
 CP0311                          STATION DESCRIPTION
 CP0311
 CP0311'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0311'IN JACKSON.
 CP0311'THE MARK IS LOCATED 0.2 MILE EAST OF THE CENTER OF DOWNTOWN JACKSON IN
 CP0311'THE SOUTHWEST ANGLE OF THE INTERSECTION OF CONGRESS AND AMITE STREET,
 CP0311'1 BLOCK NORTH OF CAPITOL STREET IN THE SOUTHEAST 1/4 OF SECTION 3, T
 CP0311'5N, R 1E.  IT IS 74 FEET SOUTH OF THE CENTER OF EAST AMITE STREET, 23
 CP0311'FEET SOUTH OF THE SOUTH ONE OF TWO FIRE HYDRANTS, 19 FEET WEST OF THE
 CP0311'CENTER OF NORTH CONGRESS STREET, 12 FEET EAST OF THE NORTHEAST CORNER
 CP0311'OF THE FIRST BRICK PILLAR SOUTH OF THE NORTHEAST CORNER OF THE BRICK
 CP0311'FENCE AROUND THE GOVERNORS MANSION, 0.8 FEET SOUTHEAST OF THE CONCRETE
 CP0311'BASE OF A LIGHT SET IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE
 CP0311'CURB OF NORTH CONGRESS STREET AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF
 CP0311'THE STREET.  NOTE-- TO REACH FROM THE OLD CAPITOL IN JACKSON GO NORTH
 CP0311'ON NORTH STATE STREET FOR 0.1 MILE TO THE INTERSECTION OF AMITE
 CP0311'STREET.  TURN LEFT AND GO WEST ON AMITE STREET FOR 2 BLOCKS TO THE
 CP0311'INTERSECTION OF SOUTH CONGRESS STREET AND THE MARK ON THE LEFT.
 CP0311
 CP0311                          STATION RECOVERY (1990)
 CP0311
 CP0311'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0311'RECOVERED IN GOOD CONDITION.
 CP0311
 CP0311                          STATION RECOVERY (1992)
 CP0311
 CP0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0311'IN JACKSON, AT THE INTERSECTION OF CONGRESS AND AMITE STREETS, IN THE
 CP0311'NORTHWEST CONCRETE CURB OF CONGRESS STREET, 22.6 M (74.1 FT)
 CP0311'SOUTHWEST OF THE CENTER OF AMITE STREET, 5.6 M (18.4 FT) NORTHWEST OF
 CP0311'THE CENTER OF CONGRESS STREET, 3.8 M (12.5 FT) EAST-SOUTHEAST  OF THE
 CP0311'SOUTHEAST FACE OF A BRICK WALL, 0.2 M (0.7 FT) SOUTHWEST OF A UTILITY
 CP0311'LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1317 ***********************************************************************
 DK1317  DESIGNATION -  CITY CORNER
 DK1317  PID         -  DK1317
 DK1317  STATE/COUNTY-  MS/WASHINGTON
 DK1317  USGS QUAD   -  GREENVILLE (1970)
 DK1317
 DK1317                         *CURRENT SURVEY CONTROL
 DK1317  ___________________________________________________________________
 DK1317* NAD 83(1986)-  33 24 41.     (N)    091 03 54.     (W)     SCALED    
 DK1317* NAVD 88     -        39.525  (meters)     129.67   (feet)  ADJUSTED  
 DK1317  ___________________________________________________________________
 DK1317  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1317  DYNAMIC HT  -          39.483 (meters)     129.54  (feet)  COMP
 DK1317  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DK1317
 DK1317  VERT ORDER  -  FIRST     CLASS II
 DK1317
 DK1317.The horizontal coordinates were scaled from a topographic map and have
 DK1317.an estimated accuracy of +/- 6 seconds.
 DK1317
 DK1317.The orthometric height was determined by differential leveling
 DK1317.and adjusted in June 1991.
 DK1317
 DK1317.The geoid height was determined by GEOID03.
 DK1317
 DK1317.The dynamic height is computed by dividing the NAVD 88
 DK1317.geopotential number by the normal gravity value computed on the
 DK1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1317.degrees latitude (g = 980.6199 gals.).
 DK1317
 DK1317.The modeled gravity was interpolated from observed gravity values.
 DK1317
 DK1317;                    North         East    Units  Estimated Accuracy
 DK1317;SPC MS W     -   433,900.      631,950.      MT  (+/- 180 meters Scaled)
 DK1317
 DK1317                          SUPERSEDED SURVEY CONTROL
 DK1317
 DK1317  NGVD 29 (??/??/??)   39.623  (m)          130.00   (f) ADJUSTED    1 2
 DK1317
 DK1317.Superseded values are not recommended for survey control.
 DK1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1317.See file dsdata.txt to determine how the superseded data were derived.
 DK1317
 DK1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS799985(NAD 83)
 DK1317_MARKER: Z = SEE DESCRIPTION
 DK1317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1317
 DK1317  HISTORY     - Date     Condition        Report By
 DK1317  HISTORY     - UNK      MONUMENTED       DOD
 DK1317  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1317  HISTORY     - 1973     MARK NOT FOUND   DOD
 DK1317
 DK1317                          STATION DESCRIPTION
 DK1317
 DK1317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1317'IN GREENVILLE.
 DK1317'IN GREENVILLE, WASHINGTON COUNTY, AT THE SOUTHWEST CORNER OF MAIN AND
 DK1317'WALNUT STREETS IN FRONT OF THE DOOR TO THE GOVERNMENT OFFICE BUILDING
 DK1317'AND IN THE SIDEWALK.  IT IS THE TOP OF A 3/4 INCH IRON PIPE FLUSH WITH
 DK1317'THE SIDEWALK.
 DK1317
 DK1317                          STATION RECOVERY (1973)
 DK1317
 DK1317'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973
 DK1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0269 ***********************************************************************
 CP0269  DESIGNATION -  CITY HALL
 CP0269  PID         -  CP0269
 CP0269  STATE/COUNTY-  MS/HINDS
 CP0269  USGS QUAD   -  JACKSON (1998)
 CP0269
 CP0269                         *CURRENT SURVEY CONTROL
 CP0269  ___________________________________________________________________
 CP0269* NAD 83(1986)-  32 17 51.     (N)    090 10 56.     (W)     SCALED    
 CP0269* NAVD 88     -        89.063  (meters)     292.20   (feet)  ADJUSTED  
 CP0269  ___________________________________________________________________
 CP0269  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0269  DYNAMIC HT  -          88.964 (meters)     291.88  (feet)  COMP
 CP0269  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CP0269
 CP0269  VERT ORDER  -  FIRST     CLASS I
 CP0269
 CP0269.The horizontal coordinates were scaled from a topographic map and have
 CP0269.an estimated accuracy of +/- 6 seconds.
 CP0269
 CP0269.The orthometric height was determined by differential leveling
 CP0269.and adjusted in June 1991.
 CP0269
 CP0269.The geoid height was determined by GEOID03.
 CP0269
 CP0269.The dynamic height is computed by dividing the NAVD 88
 CP0269.geopotential number by the normal gravity value computed on the
 CP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0269.degrees latitude (g = 980.6199 gals.).
 CP0269
 CP0269.The modeled gravity was interpolated from observed gravity values.
 CP0269
 CP0269;                    North         East    Units  Estimated Accuracy
 CP0269;SPC MS W     -   310,150.      714,230.      MT  (+/- 180 meters Scaled)
 CP0269
 CP0269                          SUPERSEDED SURVEY CONTROL
 CP0269
 CP0269  NGVD 29 (??/??/??)   89.074  (m)          292.24   (f) ADJUSTED    1 1
 CP0269
 CP0269.Superseded values are not recommended for survey control.
 CP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0269.See file dsdata.txt to determine how the superseded data were derived.
 CP0269
 CP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR653769(NAD 83)
 CP0269_MARKER: Q = CHISELED SQUARE
 CP0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0269_SP_SET: STEPS
 CP0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0269
 CP0269  HISTORY     - Date     Condition        Report By
 CP0269  HISTORY     - UNK      MONUMENTED       CGS
 CP0269  HISTORY     - 1968     GOOD             NGS
 CP0269  HISTORY     - 1977     GOOD             MSHD
 CP0269  HISTORY     - 1990     GOOD             USPSQD
 CP0269  HISTORY     - 19920610 MARK NOT FOUND   NGS
 CP0269  HISTORY     - 20080426 POOR             MSSU
 CP0269
 CP0269                          STATION DESCRIPTION
 CP0269
 CP0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0269'IN JACKSON.
 CP0269'AT JACKSON, 95 YARDS NORTH AND ACROSS EAST PASCAGOULA STREET FROM THE
 CP0269'HINDS COUNTY COURT HOUSE, 24 FEET SOUTH OF THE CENTER OF THE WEST
 CP0269'ENTRANCE TO CITY HALL, 117 FEET NORTH OF THE CENTERLINE OF THE STREET,
 CP0269'30 1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 9 1/2
 CP0269'FEET SOUTHWEST OF THE MOST SOUTHERLY OF 4 CONCRETE PILLARS, A CHISELED
 CP0269'SQUARE IN THE TOP OF THE SOUTHWEST CORNER OF THE BOTTOM ONE OF 7
 CP0269'STEPS, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE WALKWAY. SEC 3, T 5N,
 CP0269'R 1E.
 CP0269
 CP0269                          STATION RECOVERY (1977)
 CP0269
 CP0269'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0269'RECOVERED IN GOOD CONDITION.
 CP0269
 CP0269                          STATION RECOVERY (1990)
 CP0269
 CP0269'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0269'RECOVERED IN GOOD CONDITION.
 CP0269
 CP0269                          STATION RECOVERY (1992)
 CP0269
 CP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0269'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CP0269
 CP0269                          STATION RECOVERY (2008)
 CP0269
 CP0269'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JOE)
 CP0269'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1300 ***********************************************************************
 DK1300  DESIGNATION -  CITY HALL
 DK1300  PID         -  DK1300
 DK1300  STATE/COUNTY-  MS/WASHINGTON
 DK1300  USGS QUAD   -  GREENVILLE (1970)
 DK1300
 DK1300                         *CURRENT SURVEY CONTROL
 DK1300  ___________________________________________________________________
 DK1300* NAD 83(1986)-  33 24 36.     (N)    091 03 42.     (W)     SCALED    
 DK1300* NAVD 88     -        40.029  (meters)     131.33   (feet)  ADJUSTED  
 DK1300  ___________________________________________________________________
 DK1300  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1300  DYNAMIC HT  -          39.986 (meters)     131.19  (feet)  COMP
 DK1300  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DK1300
 DK1300  VERT ORDER  -  FIRST     CLASS II
 DK1300
 DK1300.The horizontal coordinates were scaled from a topographic map and have
 DK1300.an estimated accuracy of +/- 6 seconds.
 DK1300
 DK1300.The orthometric height was determined by differential leveling
 DK1300.and adjusted in July 1994.
 DK1300
 DK1300.The geoid height was determined by GEOID03.
 DK1300
 DK1300.The dynamic height is computed by dividing the NAVD 88
 DK1300.geopotential number by the normal gravity value computed on the
 DK1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1300.degrees latitude (g = 980.6199 gals.).
 DK1300
 DK1300.The modeled gravity was interpolated from observed gravity values.
 DK1300
 DK1300;                    North         East    Units  Estimated Accuracy
 DK1300;SPC MS W     -   433,750.      632,250.      MT  (+/- 180 meters Scaled)
 DK1300
 DK1300                          SUPERSEDED SURVEY CONTROL
 DK1300
 DK1300  NAVD 88 (06/15/91)   40.026  (m)          131.32   (f) UNKNOWN     1 2
 DK1300  NGVD 29 (??/??/??)   40.074  (m)          131.48   (f) ADJUSTED    1 2
 DK1300
 DK1300.Superseded values are not recommended for survey control.
 DK1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1300.See file dsdata.txt to determine how the superseded data were derived.
 DK1300
 DK1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS802984(NAD 83)
 DK1300_MARKER: B = BOLT
 DK1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1300_SP_SET: CONCRETE POST
 DK1300_MARK LOGO: NONE  
 DK1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1300+STABILITY: SURFACE MOTION
 DK1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1300+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1300
 DK1300  HISTORY     - Date     Condition        Report By
 DK1300  HISTORY     - 1956     MONUMENTED       MSHD
 DK1300  HISTORY     - 1973     GOOD             NGS
 DK1300  HISTORY     - 19920123 GOOD             NGS
 DK1300
 DK1300                          STATION DESCRIPTION
 DK1300
 DK1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1300'IN GREENVILLE.
 DK1300'AT GREENVILLE, NEAR THE SOUTHWEST CORNER OF THE CITY HALL LAWN, 32.8
 DK1300'FEET NORTHEAST OF THE NORTHEAST CURB OF MAIN STREET, 23 FEET NORTHWEST
 DK1300'OF THE NORTHWEST CURB OF SHELBY STREET, 8.2 FEET SOUTH OF THE SOUTH
 DK1300'CORNER OF THE BRICK BUILDING, 6.6 FEET NORTH OF A STEEL FLAG POLE,
 DK1300'ABOUT LEVEL WITH THE STREET, AN IRON BOLT SET IN THE TOP OF A CONCRETE
 DK1300'POST PROJECTING 0.7 FOOT.  1/4 SEC 4, T 18N, R 8W.
 DK1300
 DK1300                          STATION RECOVERY (1992)
 DK1300
 DK1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1300'IN GREENVILLE, AT 340 MAIN STREET, 13.8 M (45.3 FT) NORTHEAST OF THE
 DK1300'STREET CENTERLINE, 10.7 M (35.1 FT) NORTHWEST OF THE CENTERLINE OF
 DK1300'SHELBY STREET, 2.6 M (8.5 FT) SOUTH OF THE SOUTH CORNER OF CITY HALL
 DK1300'AT 340 MAIN STREET, 0.7 M (2.3 FT) NORTH OF A FLAG POLE, AND THE
 DK1300'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1178 ***********************************************************************
 DK1178  DESIGNATION -  CITY LIMITS
 DK1178  PID         -  DK1178
 DK1178  STATE/COUNTY-  MS/WASHINGTON
 DK1178  USGS QUAD   -  GREENVILLE (1970)
 DK1178
 DK1178                         *CURRENT SURVEY CONTROL
 DK1178  ___________________________________________________________________
 DK1178* NAD 83(1986)-  33 25 23.     (N)    091 03 11.     (W)     SCALED    
 DK1178* NAVD 88     -        38.80   (+/-2cm)     127.3    (feet)  VERTCON   
 DK1178  ___________________________________________________________________
 DK1178  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1178  VERT ORDER  -  ? (See Below)
 DK1178
 DK1178.The horizontal coordinates were scaled from a topographic map and have
 DK1178.an estimated accuracy of +/- 6 seconds.
 DK1178
 DK1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1178.The vertical order pertains to the NGVD 29 superseded value.
 DK1178
 DK1178.The geoid height was determined by GEOID03.
 DK1178
 DK1178;                    North         East    Units  Estimated Accuracy
 DK1178;SPC MS W     -   435,190.      633,070.      MT  (+/- 180 meters Scaled)
 DK1178
 DK1178                          SUPERSEDED SURVEY CONTROL
 DK1178
 DK1178  NGVD 29 (??/??/??)   38.860  (m)          127.49   (f) ADJUSTED    ?  
 DK1178
 DK1178.Superseded values are not recommended for survey control.
 DK1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1178.See file dsdata.txt to determine how the superseded data were derived.
 DK1178
 DK1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS810998(NAD 83)
 DK1178_MARKER: DD = SURVEY DISK
 DK1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1178+STABILITY: SURFACE MOTION
 DK1178
 DK1178  HISTORY     - Date     Condition        Report By
 DK1178  HISTORY     - UNK      MONUMENTED       DOD
 DK1178  HISTORY     - 1967     GOOD             MSHD
 DK1178  HISTORY     - 1973     MARK NOT FOUND   NGS
 DK1178
 DK1178                          STATION DESCRIPTION
 DK1178
 DK1178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1178'IN GREENVILLE.
 DK1178'THE MARK IS LOCATED AT GREENVILLE, 91.1 FEET SOUTHEAST OF P.B.M.
 DK1178'GREENVILLE (USE), 72 FEET NORTHEAST OF A GATE TO A PULP PLANT, 27 FEET
 DK1178'NORTH OF THE CENTER LINE OF A ROAD CROSSING THE LEVEE, AND 12 FEET
 DK1178'NORTH OF A ROW OF POWER-TRANSMISSION POLES.  A CORPS OF ENGINEERS,
 DK1178'U.S. ARMY, STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 DK1178'PROJECTING ABOUT 15 INCHES ABOVE THE GROUND.
 DK1178
 DK1178                          STATION RECOVERY (1973)
 DK1178
 DK1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1311 ***********************************************************************
 DK1311  DESIGNATION -  CITY OF GREENVILLE
 DK1311  PID         -  DK1311
 DK1311  STATE/COUNTY-  MS/WASHINGTON
 DK1311  USGS QUAD   -  GREENVILLE (1970)
 DK1311
 DK1311                         *CURRENT SURVEY CONTROL
 DK1311  ___________________________________________________________________
 DK1311* NAD 83(1986)-  33 24 00.     (N)    091 00 22.     (W)     SCALED    
 DK1311* NAVD 88     -        36.576  (meters)     120.00   (feet)  ADJUSTED  
 DK1311  ___________________________________________________________________
 DK1311  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1311  DYNAMIC HT  -          36.537 (meters)     119.87  (feet)  COMP
 DK1311  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DK1311
 DK1311  VERT ORDER  -  FIRST     CLASS I
 DK1311
 DK1311.The horizontal coordinates were scaled from a topographic map and have
 DK1311.an estimated accuracy of +/- 6 seconds.
 DK1311
 DK1311.The orthometric height was determined by differential leveling
 DK1311.and adjusted in June 1991.
 DK1311.WARNING-Repeat measurements at this control monument indicate possible
 DK1311.vertical movement.
 DK1311
 DK1311.The geoid height was determined by GEOID03.
 DK1311
 DK1311.The dynamic height is computed by dividing the NAVD 88
 DK1311.geopotential number by the normal gravity value computed on the
 DK1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1311.degrees latitude (g = 980.6199 gals.).
 DK1311
 DK1311.The modeled gravity was interpolated from observed gravity values.
 DK1311
 DK1311;                    North         East    Units  Estimated Accuracy
 DK1311;SPC MS W     -   432,600.      637,420.      MT  (+/- 180 meters Scaled)
 DK1311
 DK1311                          SUPERSEDED SURVEY CONTROL
 DK1311
 DK1311  NGVD 29 (??/??/??)   36.624  (m)          120.16   (f) ADJUSTED    1 1
 DK1311
 DK1311.Superseded values are not recommended for survey control.
 DK1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1311.See file dsdata.txt to determine how the superseded data were derived.
 DK1311
 DK1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS854974(NAD 83)
 DK1311_MARKER: DD = SURVEY DISK
 DK1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1311_STAMPING: CITY OF GREENVILLE
 DK1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1311+STABILITY: SURFACE MOTION
 DK1311
 DK1311  HISTORY     - Date     Condition        Report By
 DK1311  HISTORY     - 1956     MONUMENTED       MSHD
 DK1311  HISTORY     - 1973     GOOD             NGS
 DK1311  HISTORY     - 19920123 MARK NOT FOUND   NGS
 DK1311
 DK1311                          STATION DESCRIPTION
 DK1311
 DK1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DK1311'1.80 MI E FROM GREENVILLE.
 DK1311'ABOUT 1.80 MILE EAST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION OF
 DK1311'U.S. HIGHWAY 82 AND STATE HIGHWAY 1, 1.2 FOOT WEST OF A METAL WITNESS
 DK1311'POST, 2 FEET BELOW LEVEL OF THE HIGHWAY AND MARK IS A BRASS PLATE SET
 DK1311'IN THE TOP OF CONCRETE POST, FLUSH WITH THE GROUND, AT THE NORTHEAST
 DK1311'CORNER OF THE JUNCTION OF THE GREENVILLE MUNICIPAL AIRPORT ROAD AND
 DK1311'U.S. HIGHWAY 82.  1/4, SEC 16, T 18N, R 8W.
 DK1311
 DK1311                          STATION RECOVERY (1992)
 DK1311
 DK1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1311'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0310 ***********************************************************************
 CP0310  DESIGNATION -  CITY RM 1
 CP0310  PID         -  CP0310
 CP0310  STATE/COUNTY-  MS/HINDS
 CP0310  USGS QUAD   -  JACKSON (1998)
 CP0310
 CP0310                         *CURRENT SURVEY CONTROL
 CP0310  ___________________________________________________________________
 CP0310* NAD 83(1986)-  32 17 50.     (N)    090 10 59.     (W)     SCALED    
 CP0310* NAVD 88     -        88.846  (meters)     291.49   (feet)  ADJUSTED  
 CP0310  ___________________________________________________________________
 CP0310  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0310  DYNAMIC HT  -          88.747 (meters)     291.16  (feet)  COMP
 CP0310  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CP0310
 CP0310  VERT ORDER  -  FIRST     CLASS I
 CP0310
 CP0310.The horizontal coordinates were scaled from a topographic map and have
 CP0310.an estimated accuracy of +/- 6 seconds.
 CP0310
 CP0310.The orthometric height was determined by differential leveling
 CP0310.and adjusted in June 1991.
 CP0310.WARNING-Repeat measurements at this control monument indicate possible
 CP0310.vertical movement.
 CP0310
 CP0310.The geoid height was determined by GEOID03.
 CP0310
 CP0310.The dynamic height is computed by dividing the NAVD 88
 CP0310.geopotential number by the normal gravity value computed on the
 CP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0310.degrees latitude (g = 980.6199 gals.).
 CP0310
 CP0310.The modeled gravity was interpolated from observed gravity values.
 CP0310
 CP0310;                    North         East    Units  Estimated Accuracy
 CP0310;SPC MS W     -   310,120.      714,150.      MT  (+/- 180 meters Scaled)
 CP0310
 CP0310                          SUPERSEDED SURVEY CONTROL
 CP0310
 CP0310  NGVD 29 (??/??/??)   88.851  (m)          291.51   (f) ADJUSTED    1 1
 CP0310
 CP0310.Superseded values are not recommended for survey control.
 CP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0310.See file dsdata.txt to determine how the superseded data were derived.
 CP0310
 CP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR652768(NAD 83)
 CP0310_MARKER: DR = REFERENCE MARK DISK
 CP0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0310_SP_SET: WALL
 CP0310_STAMPING: CITY NO 1 1945
 CP0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0310
 CP0310  HISTORY     - Date     Condition        Report By
 CP0310  HISTORY     - 1945     MONUMENTED       CGS
 CP0310  HISTORY     - 1977     GOOD             MSHD
 CP0310  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CP0310  HISTORY     - 19920610 MARK NOT FOUND   NGS
 CP0310
 CP0310                          STATION DESCRIPTION
 CP0310
 CP0310'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0310'IN JACKSON.
 CP0310'THE MARK IS LOCATED IN A RETAINING WALL AT THE WEST BASEMENT ENTRANCE
 CP0310'TO THE HINDS COUNTY COURTHOUSE IN JACKSON NEAR THE CENTER OF THE SOUTH
 CP0310'SIDE OF SECTION 3, T 5N, R 1E.  IT IS 119.51 FEET SOUTH OF THE
 CP0310'STATION, 157 FEET SOUTH OF THE CENTER OF EAST PASCAGOULA STREET, 71
 CP0310'FEET EAST OF THE CENTER OF SOUTH CONGRESS STREET, 45.5 FEET SOUTHWEST
 CP0310'OF THE NORTHWEST CORNER OF THE COURTHOUSE, 25.5 FEET WEST OF THE WEST
 CP0310'WALL OF THE COURTHOUSE, 1 FOOT WEST-NORTHWEST OF THE WEST END OF AN
 CP0310'IRON RAILING SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF A
 CP0310'CONCRETE WALL AT THE WEST BASEMENT ENTRANCE TO THE COURTHOUSE.
 CP0310
 CP0310                          STATION RECOVERY (1990)
 CP0310
 CP0310'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0310'MARK NOT FOUND.
 CP0310
 CP0310                          STATION RECOVERY (1992)
 CP0310
 CP0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0310'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1552 ***********************************************************************
 BV1552  DESIGNATION -  CLARA
 BV1552  PID         -  BV1552
 BV1552  STATE/COUNTY-  MS/WAYNE
 BV1552  USGS QUAD   -  CLARA (1982)
 BV1552
 BV1552                         *CURRENT SURVEY CONTROL
 BV1552  ___________________________________________________________________
 BV1552* NAD 83(1993)-  31 33 53.90110(N)    088 43 20.84328(W)     ADJUSTED  
 BV1552* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 BV1552  ___________________________________________________________________
 BV1552  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BV1552  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV1552  HORZ ORDER  -  THIRD
 BV1552
 BV1552.The horizontal coordinates were established by classical geodetic methods
 BV1552.and adjusted by the National Geodetic Survey in May 1994.
 BV1552
 BV1552.The orthometric height was scaled from a topographic map.
 BV1552
 BV1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1552
 BV1552.The geoid height was determined by GEOID03.
 BV1552
 BV1552;                    North         East     Units Scale Factor Converg.
 BV1552;SPC MS E     -   228,919.886   310,525.746   MT  0.99995137   +0 03 28.9
 BV1552;SPC MS E     -   751,047.99  1,018,783.22   sFT  0.99995137   +0 03 28.9
 BV1552;UTM  16      - 3,493,504.309   336,530.095   MT  0.99992959   -0 54 06.6
 BV1552
 BV1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1552!SPC MS E     -   0.99998976  x   0.99995137  =   0.99994113
 BV1552!UTM  16      -   0.99998976  x   0.99992959  =   0.99991935
 BV1552
 BV1552:                Primary Azimuth Mark                     Grid Az
 BV1552:SPC MS E     -  CLARA AZ MK                              032 06 52.5
 BV1552:UTM  16      -  CLARA AZ MK                              033 04 28.0
 BV1552
 BV1552|---------------------------------------------------------------------|
 BV1552| PID    Reference Object                     Distance      Geod. Az  |
 BV1552|                                                           dddmmss.s |
 BV1552| BV2038 CLARA AZ MK                                        0321021.4 |
 BV1552| AI3721 CLARA RM 1                           27.105 METERS 03409     |
 BV1552| BV2036 CLARA RM 2                           26.986 METERS 13302     |
 BV1552|---------------------------------------------------------------------|
 BV1552
 BV1552                          SUPERSEDED SURVEY CONTROL
 BV1552
 BV1552  NAD 83(1993)-  31 33 53.90961(N)    088 43 20.84641(W) AD(       ) 3
 BV1552  NAD 83(1986)-  31 33 53.91558(N)    088 43 20.84467(W) AD(       ) 3
 BV1552  NAD 27      -  31 33 53.31932(N)    088 43 20.70159(W) AD(       ) 3
 BV1552
 BV1552.Superseded values are not recommended for survey control.
 BV1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1552.See file dsdata.txt to determine how the superseded data were derived.
 BV1552
 BV1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3653093504(NAD 83)
 BV1552_MARKER: DS = TRIANGULATION STATION DISK
 BV1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1552_SP_SET: CONCRETE POST
 BV1552_STAMPING: CLARA 1956
 BV1552_MARK LOGO: CGS   
 BV1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1552+STABILITY: SURFACE MOTION
 BV1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1552+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 BV1552
 BV1552  HISTORY     - Date     Condition        Report By
 BV1552  HISTORY     - 1956     MONUMENTED       CGS
 BV1552  HISTORY     - 1956     GOOD             CGS
 BV1552  HISTORY     - 1964     GOOD             MSHD
 BV1552  HISTORY     - 19850508 GOOD             NGS
 BV1552  HISTORY     - 19910710 GOOD             MSHD
 BV1552  HISTORY     - 20000301 GOOD             MSHD
 BV1552  HISTORY     - 20050226 GOOD             MSSU
 BV1552
 BV1552                          STATION DESCRIPTION
 BV1552
 BV1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1552'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF WAYNESBORO
 BV1552'AND 2 MILES SOUTHWEST OF THE SMALL COMMUNITY OF CLARA, ON THE
 BV1552'HIGHEST POINT OF A PARTLY WOODED HILL. IT IS ON LAND OWNED BY MR.
 BV1552'J.E.CAIN. IT IS ABOUT 103 FEET SOUTHWEST OF THE CENTER OF A GRADED
 BV1552'DIRT ROAD, 27 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 4 FEET
 BV1552'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 BV1552'DISK IS STAMPED CLARA 1956.
 BV1552'
 BV1552'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 84 AND
 BV1552'STATE HIGHWAY 63 JUST SOUTHWEST OF THE WAYNE COUNTY COURTHOUSE IN
 BV1552'WAYNESBORO, GO SOUTH ON STATE HIGHWAY 63 FOR 8.15 MILES TO THE
 BV1552'POST OFFICE ON THE LEFT IN THE SMALL COMMUNITY OF CLARA. CONTINUE
 BV1552'SOUTH AND SOUTHWEST ON HIGHWAY FOR 0.3 MILE TO DIAGONAL
 BV1552'CROSSROAD.  TURN LEFT AND FOLLOW GRADED DIRT ROAD SOUTHWEST FOR
 BV1552'1.25 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD AS
 BV1552'DESCRIBED. CONTINUE SOUTHWEST ON GRADED ROAD FOR 0.25 MILE TO A
 BV1552'FORK. TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A SIDE ROAD
 BV1552'RIGHT. TURN SHARP RIGHT AND FOLLOW TRACK WEST FOR 0.05 MILE TO
 BV1552'HIGHEST POINT AND STATION ON THE RIGHT SIDE OF ROAD AS DESCRIBED.
 BV1552'
 BV1552'REFERENCE MARK 1 IS 76 FEET SOUTHWEST OF THE CENTER OF GRADED DIRT
 BV1552'ROAD AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK. THE
 BV1552'MARK IS FLUSH AND THE DISK IS STAMPED CLARA NO 1 1956.
 BV1552'
 BV1552'REFERENCE MARK 2 IS 49 FEET NORTH OF THE CENTER OF TRACK ROAD AND ON
 BV1552'ABOUT THE SAME ELEVATION AS THE STATION MARK. THE MARK IS FLUSH
 BV1552'AND THE DISK IS STAMPED CLARA NO 2 1956.
 BV1552'
 BV1552'THE AZIMUTH MARK IS 47 FEET EAST OF THE CENTER OF GRADED ROAD, 13
 BV1552'FEET EAST OF THE RIGHT-OF-WAY LINE AND 1 FOOT SOUTH OF A WHITE
 BV1552'WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 BV1552'STAMPED CLARA 1956.
 BV1552
 BV1552                          STATION RECOVERY (1956)
 BV1552
 BV1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1552'RECOVERED IN GOOD CONDITION.
 BV1552
 BV1552                          STATION RECOVERY (1964)
 BV1552
 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1552'THE STAION WAS VISITED 6-11-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1552'CONDITION.
 BV1552'
 BV1552'METAL WITNESS POSTS WERE SET 1 FOOT SOUTH OF THE STATION AND 1 FOOT
 BV1552'SOUTHWEST OF THE AZIMUTH MARK.
 BV1552'
 BV1552'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 10-INCH
 BV1552'SQUARE, CONCRETE POSTS.
 BV1552'
 BV1552'THE 1956 DESCRIPTION IS ADEQUATE.
 BV1552
 BV1552                          STATION RECOVERY (1985)
 BV1552
 BV1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BV1552'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 BV1552'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS DESTROYED BY
 BV1552'ROAD CONSTRUCTION.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS
 BV1552'DATE.  A NEW DESCRIPTION FOLLOWS.
 BV1552'TO REACH FROM THE POST OFFICE AT CLARA, GO SOUTH ON STATE HIGHWAY 63
 BV1552'FOR 1.7 MI (2.7 KM) TO A BRICK HOUSE AND AZIMUTH MARK ON THE LEFT,
 BV1552'CONTINUE SOUTHWEST ON HIGHWAY 63 FOR 0.35 MI (0.56 KM) TO A PAVED ROAD
 BV1552'ON THE LEFT, TURN LEFT ON PAVED ROAD FOR 0.05 MI (0.08 KM) TO STATION
 BV1552'ON THE RIGHT ATOP A CUTBANK.
 BV1552' 
 BV1552'STATION MARK IS A STANDARD DISK STAMPED--CLARA 1956--, SET IN TOP OF A
 BV1552'SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 29.26 M (96.00 FT)
 BV1552'SOUTHWEST OF THE CENTER OF PAVED ROAD, 21.64 M (71.00 FT) NORTHEAST OF
 BV1552'A 24 INCH PIN OAK TREE, 20.57 M (67.49 FT) WEST OF A CONCRETE
 BV1552'RIGHT-OF-WAY MARKER, 12.80 M (41.99 FT) SOUTHWEST OF THE EDGE OF A 10
 BV1552'FT (3.0 M) CUTBANK, 10.36 M (33.99 FT) NORTHEAST OF THE CENTER OF DIM
 BV1552'WOODS ROAD AND 0.46 M (1.51 FT) EAST OF A CARSONITE WITNESS POST.
 BV1552'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--CLARA NO 2 1956--, SET
 BV1552'IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 35.05
 BV1552'M (114.99 FT) EAST OF A 24-INCH DOUBLE TRUNKED PIN OAK TREE, 21.64 M
 BV1552'(71.00 FT) SOUTHWEST OF THE CENTER OF PAVED ROAD, 18.59 M (60.99 FT)
 BV1552'SOUTH OF CONCRETE RIGHT-OF-WAY MARKER AND 0.30 M (0.98 FT) NORTHEAST
 BV1552'OF A CARSONITE WITNESS POST.  REFERENCE MARK NO 3 IS A STANDARD NGS
 BV1552'DISK STAMPED--CLARA 1956 NO 3 1985--, SET IN TOP OF A ROUND CONCRETE
 BV1552'POST, FLUSH WITH THE GROUND.  IT IS 9.45 M (31.00 FT) NORTH NORTHWEST
 BV1552'OF A 24-INCH DOUBLE TRUNKED PIN OAK TREE, 7.92 M (25.98 FT) NORTHEAST
 BV1552'OF A 30-INCH PINE STUMP PROJECTING 4 FT (1.2 M) , 7.62 M (25.00 FT)
 BV1552'SOUTHWEST OF THE CENTER OF DIM WOODS ROAD, 1.07 M (3.51 FT) SOUTH
 BV1552'SOUTHEAST OF AN 8-INCH PINE TREE AND 0.30 M (0.98 FT) NORTHEAST OF A
 BV1552'CARSONITE WITNESS POST.  AZIMUTH MARK IS A STANDARD DISK
 BV1552'STAMPED--CLARA 1956--, SET IN TOP OF A SQUARE CONCRETE POST, FLUSH
 BV1552'WITH THE GROUND.  IT IS 34.75 M (114.01 FT) NORTH OF THE NORTHWEST
 BV1552'CORNER OF BRICK HOUSE, 21.03 M (69.00 FT) SOUTH SOUTHWEST OF A POWER
 BV1552'SERVICE POLE, 14.02 M (46.00 FT) EAST SOUTHEAST OF THE CENTER OF
 BV1552'HIGHWAY 63, 8.53 M (27.99 FT) NORTHEAST OF CENTER OF GRAVEL DRIVEWAY,
 BV1552'1.43 M (4.69 FT) WEST NORTHWEST OF THE CENTER OF WATER METER COVER,
 BV1552'0.61 M (2.00 FT) WEST OF A CARSONITE WITNESS POST AND 0.30 M (0.98 FT)
 BV1552'EAST OF A METAL WITNESS POST.
 BV1552
 BV1552                          STATION RECOVERY (1991)
 BV1552
 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1552'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF WAYNESBORO,
 BV1552'ON THE HIGHEST POINT IN THE AREA, 2.0 MI (3.2 KM) SOUTHWEST OF THE
 BV1552'VILLAGE OF CLARA AND IS IN THE NORTHWEST CORNER OF SECTION 30, T 7N,
 BV1552'R 7W.
 BV1552'TO REACH FROM THE JUNCTION OF CLARA SCHOOL ROAD AND STATE HIGHWAY 63,
 BV1552'JUST NORTH OF THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV1552'63 FOR 2.1 MI (3.4 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON
 BV1552'A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT.
 BV1552'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1552'FLUSH WITH THE GROUND, 93.7 FT (28.6 M) SOUTHWEST OF THE CENTER OF A
 BV1552'PAVED ROAD, 67.5 FT (20.6 M) WEST OF A R.O.W. MARKER, 42.0 FT
 BV1552'(12.8 M) SOUTHWEST OF THE EDGE OF A 10 FOOT BANK, 34.0 FT (10.4 M)
 BV1552'NORTHEAST OF THE CENTER OF A DIM WOODS ROAD AND 1.5 FT (0.5 M) EAST OF
 BV1552'A CARSONITE WITNESS POST.
 BV1552
 BV1552                          STATION RECOVERY (2000)
 BV1552
 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1552'RECOVERED AS DESCRIBED.  SIDE ROAD LEFT IS HUDSON TOWN RD.
 BV1552
 BV1552                          STATION RECOVERY (2005)
 BV1552
 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (BTA)
 BV1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2376 ***********************************************************************
 BW2376  DESIGNATION -  CLARK
 BW2376  PID         -  BW2376
 BW2376  STATE/COUNTY-  MS/JEFFERSON
 BW2376  USGS QUAD   -  RED LICK (1973)
 BW2376
 BW2376                         *CURRENT SURVEY CONTROL
 BW2376  ___________________________________________________________________
 BW2376* NAD 83(1993)-  31 45 50.89582(N)    090 53 32.11446(W)     ADJUSTED  
 BW2376* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BW2376  ___________________________________________________________________
 BW2376  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BW2376  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW2376  HORZ ORDER  -  SECOND
 BW2376
 BW2376.The horizontal coordinates were established by classical geodetic methods
 BW2376.and adjusted by the National Geodetic Survey in May 1994.
 BW2376
 BW2376.The orthometric height was scaled from a topographic map.
 BW2376
 BW2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2376
 BW2376.The geoid height was determined by GEOID03.
 BW2376
 BW2376;                    North         East     Units Scale Factor Converg.
 BW2376;SPC MS W     -   251,133.029   647,053.347   MT  0.99998456   -0 17 39.2
 BW2376;SPC MS W     -   823,925.61  2,122,874.19   sFT  0.99998456   -0 17 39.2
 BW2376;UTM  15      - 3,516,226.008   699,616.054   MT  1.00009146   +1 06 35.8
 BW2376
 BW2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2376!SPC MS W     -   0.99998163  x   0.99998456  =   0.99996619
 BW2376!UTM  15      -   0.99998163  x   1.00009146  =   1.00007309
 BW2376
 BW2376|---------------------------------------------------------------------|
 BW2376| PID    Reference Object                     Distance      Geod. Az  |
 BW2376|                                                           dddmmss.s |
 BW2376| CY4064 CLARK RM 1                            6.533 METERS 13641     |
 BW2376| CY4065 CLARK RM 2                           17.159 METERS 24357     |
 BW2376| CY4063 CLARK AZ MK                                        3114524.3 |
 BW2376|---------------------------------------------------------------------|
 BW2376
 BW2376                          SUPERSEDED SURVEY CONTROL
 BW2376
 BW2376  NAD 83(1986)-  31 45 50.91025(N)    090 53 32.11062(W) AD(       ) 2
 BW2376  NAD 27      -  31 45 50.32200(N)    090 53 31.74400(W) AD(       ) 2
 BW2376
 BW2376.Superseded values are not recommended for survey control.
 BW2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2376.See file dsdata.txt to determine how the superseded data were derived.
 BW2376
 BW2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR9961616226(NAD 83)
 BW2376_MARKER: DS = TRIANGULATION STATION DISK
 BW2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2376
 BW2376  HISTORY     - Date     Condition        Report By
 BW2376  HISTORY     - 1948     MONUMENTED       CGS
 BW2376  HISTORY     - 1956     GOOD             CGS
 BW2376  HISTORY     - 1970     GOOD             MSHD
 BW2376
 BW2376                          STATION DESCRIPTION
 BW2376
 BW2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2376'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF LORMAN
 BW2376'AND 10.5 MILES EAST-NORTHEAST OF FAYETTE ON A PROMINENT KNOLL
 BW2376'AT THE NORTHERN EDGE OF A RANGE OF HILLS.  IT IS 65 FEET
 BW2376'NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGLE BLAZE AND
 BW2376'25 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS FLUSH
 BW2376'WITH THE GROUND, AND THE DISK IS STAMPED CLARK 1948.
 BW2376'
 BW2376'REFERENCE MARK NO. 1 IS 21.43 FEET SOUTHEAST OF THE STATION
 BW2376'AND 10 FEET WEST OF THE WITNESS POST.  THE MARK IS FLUSH
 BW2376'WITH THE GROUND, AND THE DISK IS STAMPED CLARK NO 1 1948.
 BW2376'
 BW2376'REFERENCE MARK NO. 2 IS 56.30 FEET SOUTHWEST OF THE STATION
 BW2376'AND 30 FEET NORTH OF THE OAK TREE.  THE MARK PROJECTS 4 INCHES,
 BW2376'ANDTHE DISK IS STAMPED CLARK NO 2 1948.
 BW2376'
 BW2376'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTHWEST OF THE
 BW2376'STATION, 34 FEET EAST OF A 3-FOOT OAK TREE, 25 FEET NORTH
 BW2376'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 25 FEET
 BW2376'SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 BW2376'DISK IS STAMPED CLARK 1948.
 BW2376'
 BW2376'TO REACH THE STATION FROM THE POST OFFICE IN LORMAN, GO EAST
 BW2376'ON A GRAVELED ROAD FOR 3.45 MILES TO A SIDE ROAD RIGHT AT A
 BW2376'SOIL CONSERVATION SIGN, CONTINUE EASTERLY ON THE MAIN TRAVELED
 BW2376'GRAVELED ROAD, PASSING THROUGH THE SMALL COMMUNITY OF RED
 BW2376'LICK, AND GO 4.5 MILES TO A CROSSROAD, HERE TURN LEFT AND
 BW2376'GO 4.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BW2376'SOUTHEASTERLY ON THE GRAVELED ROAD FOR 0.9 MILE TO A SIDE
 BW2376'ROAD RIGHT, HERE TURN SHARP RIGHT AND GO 0.1 MILE TO THE
 BW2376'TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 BW2376'
 BW2376'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BW2376
 BW2376                          STATION RECOVERY (1956)
 BW2376
 BW2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2376'THE STATION WAS VISITED 5-22-56 AND ALL THE MARKS WERE FOUND
 BW2376'IN GOOD CONDITION.  THE STATION IS ON LAND NOW OWNED BY MRS.
 BW2376'L. BAILEY AND THE AZIMUTH MARK IS JUST EAST OF THE MR. LESTER
 BW2376'TANKLEY HOUSE.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE
 BW2376'WITH A CORRECTED DESCRIPTION TO REACH THE STATION, WHICH
 BW2376'FOLLOWS--
 BW2376'
 BW2376'TO REACH THE STATION FROM THE POST OFFICE IN LORMAN, GO EAST
 BW2376'ON BLACK TOPPED AND GRAVELED ROAD FOR 5.3 MILES TO THE ILLINOIS
 BW2376'CENTRAL RAILROAD TRACK IN RED LICK, CONTINUE ON GRAVELED
 BW2376'ROAD FOR 2.55 MILES TO A CROSSROAD, TURN LEFT AND GO 4.05
 BW2376'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.1 MILE TO THE LESTER
 BW2376'TANKLEY HOUSE AND AZIMUTH MARK ON THE LEFT, CONTINUE FOR
 BW2376'0.9 MILE TO A FORK, TAKE RIGHT FORK, UPHILL AND GO 0.1 MILE
 BW2376'TO THE STATION ON THE RIGHT ON THE HIGHEST PART OF THE HILL.
 BW2376
 BW2376                          STATION RECOVERY (1970)
 BW2376
 BW2376'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2376'THE STATION WAS VISITED 2-3-70 AND THE STATION MARK, REFERENCE
 BW2376'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2376'CONDITION.
 BW2376'
 BW2376'THE STATION IS LOCATED 8.4 MILES NORTHWEST OF UNION CHURCH,
 BW2376'10.5 MILES NORTHEAST OF FAYETTE, 2 MILES WEST OF THE SETTLEMENT
 BW2376'OF BLUE HILL, IN THE NORTHEAST 1/4 OF SECTION 15, T 9N, R 3E
 BW2376'AND ON PROPERTY OWNED BY MRS. L. BAILEY.  IT IS 121 FEET
 BW2376'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 58 FEET SOUTHEAST
 BW2376'OF A POWER LINE, 38 FEET WEST OF A 12 INCH HICKORY, 21.5
 BW2376'FEET SOUTHWEST OF A 10 INCH OAK AND 1 FOOT WEST OF A METAL
 BW2376'WITNESS POST.  (NOTE) THE AZIMUTH IS NOT VISIBLE FROM THE
 BW2376'STATION.
 BW2376'
 BW2376'IT IS A C AND GS TRIANGULATION DISK, STAMPED CLARK 1948
 BW2376'FLUSH WITH THE GROUND.
 BW2376'
 BW2376'REFERENCE MARK NO. 1 IS 21.43 FEET SOUTHEAST OF THE STATION.
 BW2376'IT IS 100 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2376'25.5 FEET SOUTHWEST OF A 12 INCH HICKORY AND 1 FOOT NORTH
 BW2376'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2376'STAMPED CLARK NO 1 1948 PROJECTING 2 INCHES.
 BW2376'
 BW2376'REFERENCE MARK NO. 2 IS 56.30 FEET SOUTHWEST OF THE STATION.
 BW2376'IT IS 30.5 FEET NORTHWEST OF A 12 INCH OAK, 60 FEET EAST
 BW2376'OF A POWER LINE POLE, 9.5 FEET NORTH OF A 7 INCH OAK, AND
 BW2376'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2376'MARK DISK, STAMPED CLARK NO 2 1948 PROJECTING 6 INCHES.
 BW2376'
 BW2376'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 65.90 FEET.
 BW2376'
 BW2376'THE AZIMUTH MARK IS 0.8 MILE NORTHWEST OF THE STATION.  IT
 BW2376'IS 73 FEET NORTH OF THE CENTER OF HIGHWAY 552, 82 FEET EAST
 BW2376'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCREENED IN PORCH OF A
 BW2376'BRICK HOUSE, 32 FEET EAST OF A 40 INCH OAK, 48.5 FEET
 BW2376'SOUTHWEST OF A FENCE CORNER, 43 FEET SOUTHWEST OF THE
 BW2376'SOUTHWEST CORNER OF A SMALL METAL SHED AND IN THE SOUTHEAST
 BW2376'CORNER OF THE LAWN OF MR. LESTER TANKLEY.  IT IS A C
 BW2376'AND GS AZIMUTH MARK DISK STAMPED CLARK 1948 FLUSH WITH
 BW2376'THE GROUND.
 BW2376'
 BW2376'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE
 BW2376'AT THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 28
 BW2376'IN FAYETTE, GO EAST ON STATE HIGHWAY 28 FOR 9.1 MILES TO
 BW2376'A SIDE ROAD LEFT.  TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP
 BW2376'ROAD FOR 4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 BW2376'NORTH ON A BLACKTOP ROAD FOR 2.3 MILES TO A CROSSROADS.  TURN
 BW2376'RIGHT (EAST) AND CONTINUE ON STATE HIGHWAY 552 FOR 4.0 MILES
 BW2376'TO A SIDE ROAD LEFT.  CONTINUE EAST ON STATE HIGHWAY 552 FOR
 BW2376'0.1 MILE TO A BRICK HOUSE AND THE AZIMUTH ON THE LEFT.  TO REACH
 BW2376'THE STATION, CONTINUE EAST ON STATE HIGHWAY 552 FOR 0.6
 BW2376'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (SOUTHEAST) AND
 BW2376'CONTINUE ON A GRAVELED ROAD FOR 0.25 MILE TO A FORK.
 BW2376'TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST ON A GRAVELED
 BW2376'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 BW2376'
 BW2376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.4 MILES
 BW2376'NORTHWEST OF UNION CHURCH
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0626 ***********************************************************************
 EH0626  DESIGNATION -  CLARKSDALE
 EH0626  PID         -  EH0626
 EH0626  STATE/COUNTY-  MS/COAHOMA
 EH0626  USGS QUAD   -  CLARKSDALE (1967)
 EH0626
 EH0626                         *CURRENT SURVEY CONTROL
 EH0626  ___________________________________________________________________
 EH0626* NAD 83(1993)-  34 12 45.00391(N)    090 36 22.19003(W)     ADJUSTED  
 EH0626* NAVD 88     -        52.197  (meters)     171.25   (feet)  ADJUSTED  
 EH0626  ___________________________________________________________________
 EH0626  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EH0626  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0626  DYNAMIC HT  -          52.146 (meters)     171.08  (feet)  COMP
 EH0626  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EH0626
 EH0626  HORZ ORDER  -  FIRST
 EH0626  VERT ORDER  -  SECOND    CLASS 0
 EH0626
 EH0626.The horizontal coordinates were established by classical geodetic methods
 EH0626.and adjusted by the National Geodetic Survey in May 1994.
 EH0626
 EH0626.The orthometric height was determined by differential leveling
 EH0626.and adjusted in June 1991.
 EH0626
 EH0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0626
 EH0626.The geoid height was determined by GEOID03.
 EH0626
 EH0626.The dynamic height is computed by dividing the NAVD 88
 EH0626.geopotential number by the normal gravity value computed on the
 EH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0626.degrees latitude (g = 980.6199 gals.).
 EH0626
 EH0626.The modeled gravity was interpolated from observed gravity values.
 EH0626
 EH0626;                    North         East     Units Scale Factor Converg.
 EH0626;SPC MS W     -   522,551.231   674,858.766   MT  0.99995779   -0 09 12.3
 EH0626;SPC MS W     - 1,714,403.50  2,214,099.13   sFT  0.99995779   -0 09 12.3
 EH0626;SPC AR S     -   572,326.803   528,433.891   MT  0.99992328   +0 46 48.4
 EH0626;SPC AR S     - 1,877,708.85  1,733,703.52   sFT  0.99992328   +0 46 48.4
 EH0626;UTM  15      - 3,788,309.369   720,537.360   MT  1.00019957   +1 20 47.4
 EH0626
 EH0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0626!SPC MS W     -   0.99999597  x   0.99995779  =   0.99995376
 EH0626!SPC AR S     -   0.99999597  x   0.99992328  =   0.99991925
 EH0626!UTM  15      -   0.99999597  x   1.00019957  =   1.00019554
 EH0626
 EH0626:                Primary Azimuth Mark                     Grid Az
 EH0626:SPC MS W     -  KING ANDERSON INC WATER TANK             001 00 12.3
 EH0626:SPC AR S     -  KING ANDERSON INC WATER TANK             000 04 11.6
 EH0626:UTM  15      -  KING ANDERSON INC WATER TANK             359 30 12.6
 EH0626
 EH0626|---------------------------------------------------------------------|
 EH0626| PID    Reference Object                     Distance      Geod. Az  |
 EH0626|                                                           dddmmss.s |
 EH0626| EH2771 KING ANDERSON INC WATER TANK        APPROX. 9.0 KM 0005100.0 |
 EH0626| EH2764 HELENA ARK PWR AND LT STK           APPROX.27.7 KM 0012527.5 |
 EH0626| EH2845 HELENA ARK PWR LT W HILINE TWR      APPROX.33.0 KM 0022616.7 |
 EH0626| EH0627 CLARKSDALE RM 1                      48.121 METERS 00259     |
 EH0626| EH2846 ARKANSAS PWR AND LT CO E TOWER      APPROX.32.6 KM 0045851.5 |
 EH0626| EH2785 CLARKSDALE MUNICIPAL TANK 2         APPROX. 2.1 KM 1401735.3 |
 EH0626| EH2784 CLARKSDALE N DELTA COMP CO TK       APPROX. 2.5 KM 1485452.7 |
 EH0626| CY5434 CLARKSDALE RM 3                      33.656 METERS 26736     |
 EH0626| CY5433 CLARKSDALE AZ MK                                   3085626.4 |
 EH0626| EH0628 CLARKSDALE RM 2                     169.470 METERS 32043     |
 EH0626|---------------------------------------------------------------------|
 EH0626
 EH0626                          SUPERSEDED SURVEY CONTROL
 EH0626
 EH0626  NAD 83(1986)-  34 12 45.01396(N)    090 36 22.18902(W) AD(       ) 1
 EH0626  NAD 27      -  34 12 44.62326(N)    090 36 21.83160(W) AD(       ) 1
 EH0626  NGVD 29 (??/??/??)   52.248  (m)          171.42   (f) ADJUSTED    2 0
 EH0626
 EH0626.Superseded values are not recommended for survey control.
 EH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0626.See file dsdata.txt to determine how the superseded data were derived.
 EH0626
 EH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2053788309(NAD 83)
 EH0626_MARKER: DB = BENCH MARK DISK
 EH0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0626_STAMPING: CLARKSDALE 1929
 EH0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0626+STABILITY: SURFACE MOTION
 EH0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0626+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0626
 EH0626  HISTORY     - Date     Condition        Report By
 EH0626  HISTORY     - 1929     MONUMENTED       CGS
 EH0626  HISTORY     - 1935     GOOD             CGS
 EH0626  HISTORY     - 1956     GOOD             CGS
 EH0626  HISTORY     - 1957     GOOD             CGS
 EH0626  HISTORY     - 1965     GOOD             CGS
 EH0626  HISTORY     - 1970     GOOD             MSSU
 EH0626  HISTORY     - 1973     GOOD             MSHD
 EH0626  HISTORY     - 1973     GOOD             MSHD
 EH0626  HISTORY     - 1974     GOOD             MSU
 EH0626  HISTORY     - 1979     GOOD             DOD
 EH0626  HISTORY     - 20030623 GOOD             USACE
 EH0626
 EH0626                          STATION DESCRIPTION
 EH0626
 EH0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH0626'ABOUT 2 MILES WEST OF CLARKSDALE, ON LAND OWNED BY MRS. JENNIE
 EH0626'COOPER, OF CLARKSDALE.  TO REACH FROM CLARKSDALE GO 2 MILES
 EH0626'WEST ON ROUTE 1 TO STATION, WHICH IS IN CULTIVATED FIELD.
 EH0626'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 EH0626'IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 EH0626'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 20 FEET
 EH0626'SOUTH OF CENTER LINE OF ROAD, BESIDE MILE BOARD CLARKSDALE
 EH0626'2 MI, AND 157.9 FEET FROM STATION.
 EH0626'NO. 2 IS 16 FEET SOUTH OF CENTER LINE OF ROAD, BESIDE
 EH0626'TELEPHONE POLE, AND 556.2 FEET FROM STATION.
 EH0626
 EH0626                          STATION RECOVERY (1935)
 EH0626
 EH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH0626'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED
 EH0626'AND IN GOOD CONDITION.
 EH0626'
 EH0626'THE SIGN BY REFERENCE MARK NO.1 IS GONE, HOWEVER, THERE IS
 EH0626'A CULVERT AND CONCRETE CATCH BASIN 6 FEET W OF REFERENCE
 EH0626'MARK NO.1.
 EH0626
 EH0626                          STATION RECOVERY (1956)
 EH0626
 EH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH0626'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 EH0626'EXCEPT THAT REFERENCE MARK NO. 2 SHOWS SIGNS OF BEING HIT
 EH0626'WITH ROAD-BUILDING OR FARM MACHINERY AND THE TOP OF THE MARK
 EH0626'SLANTS SLIGHTLY.  HOWEVER THE MARK IS SOILD AND PROBABLY
 EH0626'HAS MOVED VERY LITTLE IF ANY.  AN AZIMUTH MARK WAS ESTABLISHED
 EH0626'BY THIS PARTY.  THERE HAVE BEEN NUMEROUS CHANGES IN THE AREA
 EH0626'AND A COMPLETE NEW DESCRIPTION FOLLOWS.
 EH0626'
 EH0626'THE STATION IS APPROXIMATELY 2 MILES WEST-NORTHWEST OF THE
 EH0626'CENTER OF THE TOWN OF CLARKSDALE, NEAR THE CENTER OF THE
 EH0626'WEST SIDE OF SECTION 15, T. 27 N., R. 4 W. AND ON CEMETERY
 EH0626'PROPERTY.
 EH0626'
 EH0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 EH0626'AND STATE HIGHWAY 6 AT THE EASTERN EDGE OF CLARKSDALE, GO SOUTH
 EH0626'AND SOUTHWEST ON U.S. HIGHWAY 61 AND STATE HIGHWAY 6 FOR
 EH0626'1.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 EH0626'1, CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 AND STATE HIGHWAY
 EH0626'1 FOR 0.65 MILE TO A CROSSROAD AND SIGN NEW AFRICA ROAD,
 EH0626'TURN RIGHT AND GO NORTHWESTERLY ON HIGHWAY 61 BUSINESS ROUTE
 EH0626'(MADISON AVE.) FOR 0.35 MILE TO WALNUT AVE., CONTINUE STRAIGHT
 EH0626'AHEAD ON RIVERSIDE FOR 0.6 MILE TO A FORK, TAKE LEFT FORK
 EH0626'AND FOLLOW OAKHURST AVE. 1.5 MILES TO A CEMETERY ENTRANCE ON
 EH0626'EITHER SIDE OF THE PAVED ROAD, TURN LEFT INTO CEMETERY AND
 EH0626'FOLLOW GRAVEL ROAD ALONG THE NORTH SIDE OF THE CEMETERY
 EH0626'0.15 MILE TO A WATER FAUCET AT THE WEST END OF THE ROAD
 EH0626'LOOP AND THE STATION 46 FEET WEST-NORTHWEST OF THE
 EH0626'CENTER OF THE GRAVEL ROAD.
 EH0626'
 EH0626'THE STATION MARK, STAMPED CLARKSDALE 1929, IS A STANDARD DISK
 EH0626'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EH0626'GROUND.  IT IS 270.5 FEET SOUTHEAST OF THE NORTHWEST CORNER
 EH0626'OF THE CEMETERY FENCE, 160.5 FEET SOUTH-SOUTHEAST OF A
 EH0626'TELEPHONE POLE WITH A TRIANGLE BLAZE, 152.5 FEET SOUTH OF
 EH0626'THE CENTER OF THE PAVED ROAD, 135 FEET SOUTH OF THE FENCE
 EH0626'ALONG THE NORTH SIDE OF THE CEMETERY, 109 FEET EAST OF THE
 EH0626'FENCE ALONG THE WEST SIDE OF THE CEMETERY AND 33 FEET
 EH0626'WEST-NORTHWEST OF A WATER FAUCET.  THE UNDERGROUND MARK IS A
 EH0626'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE.
 EH0626'
 EH0626'REFERENCE MARK NO. 1, STAMPED CLARKSDALE NO. 1 1929 IS A
 EH0626'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EH0626'2 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE PAVED
 EH0626'ROAD, 146 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 EH0626'CEMETERY FENCE, 10 FEET SOUTH OF A CATCH CULVERT, 6.7 FEET
 EH0626'SOUTHWEST OF THE TELEPHONE POLE WITH A TRIANGLE BLAZE AND
 EH0626'3.3 FEET SOUTH OF THE FENCE ALONG THE NORTH SIDE OF THE
 EH0626'CEMETERY.
 EH0626'
 EH0626'REFERENCE MARK NO. 2, STAMPED CLARKSDALE NO. 2 1929, IS A
 EH0626'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EH0626'10 INCHES.  IT IS 114 FEET WEST OF THE CENTER OF A TRACK ROAD
 EH0626'ALONG THE EASTERN EDGE OF A FOOTBALL FIELD, 56 FEET NORTHEAST
 EH0626'OF THE CENTER OF THE NORTH GOAL POSTS, 18 FEET SOUTH OF THE
 EH0626'CENTER OF THE PAVED ROAD AND 7 FEET WEST OF A TELEPHONE POLE.
 EH0626'
 EH0626'THE AZIMUTH MARK, STAMPED CLARKSDALE 1929, IS A STANDARD
 EH0626'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 EH0626'IT IS 118 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 82
 EH0626'FEET NORTH OF THE NORTHEAST CORNER OF DOC ATWATERS RESIDENCE,
 EH0626'16 FEET WEST OF A POWER POLE, 1-1/2 FEET EAST OF A TELEPHONE
 EH0626'POLE AND A WITNESS POST WAS SET 1-1/2 FEET WEST OF THE MARK.
 EH0626'
 EH0626'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY
 EH0626'0.15 MILE TO THE ENTRANCE TO THE CEMETERY, TURN LEFT ON THE
 EH0626'PAVED ROAD AND GO WESTERLY 0.8 MILE TO A SIDE ROAD LEFT,
 EH0626'DOC ATWATERS RESIDENCE ON THE LEFT AND THE AZIMUTH MARK
 EH0626'AS DESCRIBED.
 EH0626
 EH0626                          STATION RECOVERY (1957)
 EH0626
 EH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH0626'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE
 EH0626'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EH0626'
 EH0626'THE DESCRIPTION AND ROUTE TO REACH THE STATION WERE FOUND
 EH0626'TO BE ADEQUATE AS DESCRIBED IN THE 1956 RECOVERY.
 EH0626
 EH0626                          STATION RECOVERY (1965)
 EH0626
 EH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH0626'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 EH0626'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 EH0626'WAS FOUND TO HAVE BEEN MOVED BY ROAD WORK AND WAS DESTROYED AT
 EH0626'THIS TIME.  THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE
 EH0626'MARK NO. 1 CHECKED BUT THE DISTANCE TO REFERENCE MARK NO. 1
 EH0626'WAS FOUND TO BE LONGER BY .05 OF A FOOT.  A REFERENCE MARK
 EH0626'NO. 3 WAS ESTABLISHED AT THIS TIME.  DUE TO VARIOUS CHANGES
 EH0626'A NEW DESCRIPTION FOLLOWS-
 EH0626'
 EH0626'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF CLARKSDALE
 EH0626'IN THE NORTHWEST EDGE OF A CEMETERY OWNED BY THE CEMETERY
 EH0626'ASSOCIATION.  IT IS ABOUT 0.2 MILE NORTHEAST OF THE CITY-COUNTY
 EH0626'HIGH SCHOOL.
 EH0626'
 EH0626'THE STATION MARK IS A STANDARD DISK STAMPED CLARKSDALE 1929.
 EH0626'IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 EH0626'WITH THE SURFACE OF THE GROUND.  IT IS 147 FEET EAST OF THE
 EH0626'CENTER LINE OF WILDCAT DRIVE, 90 FEET NORTH OF A 24 INCH
 EH0626'OAK TREE, 47 FEET WEST OF THE CENTER OF A GRAVELED CIRCLE
 EH0626'DRIVE, AND 30 FEET SOUTH OF A TOMBSTONE BEARING THE INSCRIPTION-
 EH0626'WAYNE E. BRAND 1921 1964.  THE UNDERGROUND DISK WAS NOT
 EH0626'INSPECTED BY THIS PARTY.
 EH0626'
 EH0626'REFERFENCE MARK NO. 1, A STANDARD DISK STAMPED CLARKSDALE
 EH0626'NO 1 1929 IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EH0626'PROJECTING 2 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER
 EH0626'LINE OF A PAVED ROAD, 7 FEET SOUTHWEST OF A TELEPHONE POLE
 EH0626'AND 3 FEET SOUTH OF A FENCE.
 EH0626'
 EH0626'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLARKSDALE
 EH0626'NO 3 1929 IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EH0626'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET SOUTH OF
 EH0626'A POWER POLE, 37 FEET EAST OF THE CENTER LINE OF WILDCAT
 EH0626'DRIVE AND 2 FEET WEST OF A FENCE.
 EH0626'
 EH0626'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EH0626'CONCRETE MONUMENT AND IS STAMPED CLARKSDALE 1929.  IT IS
 EH0626'130 FEET SOUTHWEST OF THE INTERSECTION OF A PAVED ROAD AND
 EH0626'A FIELD ROAD, 109 FEET NORTHWEST OF THE CENTER LINE OF THE
 EH0626'PAVED ROAD AND 1 FOOT NORTHEAST OF POWER POLE NO. 101.
 EH0626'
 EH0626'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 EH0626'PAVED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EH0626'
 EH0626'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH0626
 EH0626                          STATION RECOVERY (1970)
 EH0626
 EH0626'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (JW)
 EH0626'RECOVERED BY STUDENT, MISSISSIPPI STATE UNIVERSITY.
 EH0626'
 EH0626'CLARKSDALE, GOOD RECOVERY BY R.A. TRAUSCHKE IN 1965
 EH0626'
 EH0626'CLARKSDALE 1 AND 3, GOOD
 EH0626'
 EH0626'CLARKSDALE AZI. MK, GOOD AZIMUTH PROJECTS ABOUT 7 IN.
 EH0626
 EH0626                          STATION RECOVERY (1973)
 EH0626
 EH0626'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH0626'THE STATION WAS VISITED 2-20-73 AND THE STATION MARK, RM NO 1, RM
 EH0626'NO 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 EH0626'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 EH0626'
 EH0626'THE STATION IS LOCATED 1.9 MILES WNW OF THE COURTHOUSE IN CLARKSDALE
 EH0626'IN THE NE SECTION OF A CEMETERY ON THE SOUTH SIDE OF OAKHURST
 EH0626'AVENUE, 0.3 MILE NE OF THE COAHOMA COUNTY HIGH SCHOOL IN THE SE
 EH0626'ANGLE OF THE INTERSECTION OF OAKHURST AVENUE AND LEE DRIVE IN THE
 EH0626'SW 1/4 OF THE NW 1/4 OF SECTION 15, T 27N, R 4W.  IT IS 152 FEET
 EH0626'SW OF THE CENTER OF OAKHURST AVENUE, 147 FEET EAST OF THE CENTER
 EH0626'OF LEE DRIVE, 46 FEET NW OF THE CENTER OF A CIRCULAR DRIVE, 90
 EH0626'FEET NE OF A 36 INCH OAK, 7 FEET SE OF THE GRAVE MARKER OF EXBON
 EH0626'M. KEITH AND 15 FEET NORTH OF THE GRAVE MARKER OF JOHN C.
 EH0626'SKEWES, JR.
 EH0626'
 EH0626'IT IS A TRIANGULATION DISK, STAMPED CLARKSDALE 1929 FLUSH.
 EH0626'
 EH0626'REFERENCE MARK NO 1 IS 157.88 FEET NORTH OF THE STATION.  IT IS 20
 EH0626'FEET SW OF THE CENTER OF OAKHURST AVENUE, 9 FEET SOUTH OF THE SE END
 EH0626'OF THE SE HEADWALL OF A STORM SEWER, 6.5 FEET WEST OF A TELEPHONE
 EH0626'CABLE POLE AND 4 FEET SW OF THE CEMETERY FENCE AND A METAL WITNESS
 EH0626'POST.  IT IS A REFERENCE MARK DISK, STAMPED CLARKSDALE 1929 NO 1
 EH0626'PROJECTING 4 INCHES.
 EH0626'
 EH0626'REFERENCE MARK NO 3 IS 110.42 FEET WEST OF THE STATION.  IT IS 36
 EH0626'FEET EAST OF THE CENTER OF LEE DRIVE, 53 FEET SSE OF A POWER POLE,
 EH0626'8.5 FEET EAST OF A ROW OF POLES, 41 FEET NNW OF A 15 INCH OAK, 3
 EH0626'FEET WEST OF THE CEMETERY FENCE AND 3 FEET WEST OF A METAL WITNESS
 EH0626'POST.  IT IS A REFERENCE MARK DISK, STAMPED CLARKSDALE NO 3 1929
 EH0626'FLUSH.
 EH0626'
 EH0626'THE AZIMUTH MARK IS 0.65 MILE NW OF THE STATION.  IT IS 121 FEET SW
 EH0626'OF THE CENTER OF OAKHURST, 136 FEET SW OF A POWER POLE WITH A
 EH0626'TRANSFORMER, 1 FOOT NORTH OF TELEPHONE CABLE POLE NO. 101 AND 1
 EH0626'FOOT SOUTH OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 EH0626'STAMPED CLARKSDALE 1929 PROJECTING 8 INCHES.
 EH0626'
 EH0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH0626'IN CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION
 EH0626'OF STATE HIGHWAY 322.  TURN RIGHT AND GO NW ON STATE HIGHWAY 322
 EH0626'FOR 1.4 MILES TO THE INTERSECTION OF LEE DRIVE.  TURN RIGHT AND GO
 EH0626'NORTH ON LEE DRIVE FOR 1 MILE TO THE CEMETERY AND THE STATION ON
 EH0626'THE RIGHT JUST BEFORE REACHING OAKHURST AVENUE.  TO REACH THE
 EH0626'AZIMUTH TURN LEFT AND GO NORTHWEST ON OAKHURST AVENUE FOR 0.65
 EH0626'MILE TO THE MARK ON THE LEFT.
 EH0626'
 EH0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES WNW.
 EH0626
 EH0626                          STATION RECOVERY (1973)
 EH0626
 EH0626'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0626'1.9 MI WSW FROM CLARKSDALE.
 EH0626'THE MARK IS LOCATED 1.9 MILES WSW OF CLARKSDALE IN THE NW SECTION OF A
 EH0626'CEMETERY ON THE SOUTH SIDE OF OAKHURST AVENUE, 0.3 MILE NE OF THE
 EH0626'COAHOMA COUNTY HIGH SCHOOL IN THE SE ANGLE OF THE INTERSECTION OF
 EH0626'OAKHURST AVENUE AND LEE DRIVE IN THE SW 1/4 OF THE NW 1/4 OF SECTION
 EH0626'15, T 27N, R 4W.  IT IS 152 FEET SW OF THE CENTER OF OAKHURST AVENUE,
 EH0626'147 FEET EAST OF THE CENTER OF LEE DRIVE, 46 FEET NW OF THE CENTER OF
 EH0626'A CIRCULAR DRIVE, 90 FEET NE OF A 36 INCH OAK, 7 FEET SE OF THE GRAVE
 EH0626'MARKER OF EZBON M. KEITH, 15 FEET NORTH OF THE GRAVE MARKER OF JOHN C.
 EH0626'SKEWES JR. SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND IS
 EH0626'FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH0626'AND 61 IN CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE
 EH0626'JUNCTION OF STATE HIGHWAY 322.  TURN RIGHT AND GO NW ON STATE HIGHWAY
 EH0626'322 FOR 1.4 MILES TO THE INTERSECTION OF LEE DRIVE.  TURN RIGHT AND GO
 EH0626'NORTH ON LEE DRIVE FOR 1 MILE TO THE CEMETERY AND THE MARK ON THE
 EH0626'RIGHT JUST BEFORE REACHING OAKHURST AVENUE.
 EH0626
 EH0626                          STATION RECOVERY (1974)
 EH0626
 EH0626'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (RB)
 EH0626'CLARKSDALE 1929 RECOVERED GOOD.
 EH0626'
 EH0626'CLARKSDALE NO 1 1929 RECOVERED GOOD.
 EH0626'
 EH0626'CLARKSDALE NO 3 1929 RECOVERED GOOD.
 EH0626'
 EH0626'CLARKSDALE 1929 (AZ MK) RECOVERED GOOD.
 EH0626
 EH0626                          STATION RECOVERY (1979)
 EH0626
 EH0626'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0626'RECOVERED IN GOOD CONDITION.
 EH0626
 EH0626                          STATION RECOVERY (2003)
 EH0626
 EH0626'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DI1690 ***********************************************************************
 DI1690  HT_MOD      -  This is a Height Modernization Survey Station.
 DI1690  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1690  DESIGNATION -  CLARKSDALE CORS ARP
 DI1690  CORS_ID     -  MSCD
 DI1690  PID         -  DI1690
 DI1690  STATE/COUNTY-  MS/COAHOMA
 DI1690  USGS QUAD   -  CLARKSDALE (1967)
 DI1690
 DI1690                         *CURRENT SURVEY CONTROL
 DI1690  ___________________________________________________________________
 DI1690* NAD 83(CORS)-  34 12 07.99705(N)    090 34 14.44228(W)     ADJUSTED  
 DI1690* NAVD 88     -        75.90   (meters)     249.0    (feet)  GPS OBS   
 DI1690  ___________________________________________________________________
 DI1690  EPOCH DATE  -        2002.00
 DI1690  X           -     -52,596.279 (meters)                     COMP
 DI1690  Y           -  -5,280,461.060 (meters)                     COMP
 DI1690  Z           -   3,565,048.502 (meters)                     COMP
 DI1690  ELLIP HEIGHT-          49.391 (meters)          (09/??/06) ADJUSTED
 DI1690  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DI1690  HORZ ORDER  -  SPECIAL (CORS)
 DI1690  ELLP ORDER  -  SPECIAL (CORS)
 DI1690
 DI1690.ITRF positions are available for this station.
 DI1690.The coordinates were established by GPS observations
 DI1690.and adjusted by the National Geodetic Survey in September 2006.
 DI1690.The coordinates are valid at the epoch date displayed above.
 DI1690.The epoch date for horizontal control is a decimal equivalence
 DI1690.of Year/Month/Day.
 DI1690
 DI1690.The orthometric height was determined by GPS observations and a
 DI1690.high-resolution geoid model.
 DI1690.The orthometric height was determined by GPS observations and a
 DI1690.high-resolution geoid model using precise GPS observation and
 DI1690.processing techniques.
 DI1690
 DI1690.The PID for the CORS L1 Phase Center is DI1691.
 DI1690
 DI1690.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1690
 DI1690.The ellipsoidal height was determined by GPS observations
 DI1690.and is referenced to NAD 83.
 DI1690
 DI1690.The geoid height was determined by GEOID03.
 DI1690
 DI1690;                    North         East     Units Scale Factor Converg.
 DI1690;SPC MS W     -   521,402.813   678,126.093   MT  0.99995590   -0 08 00.3
 DI1690;SPC MS W     - 1,710,635.73  2,224,818.69   sFT  0.99995590   -0 08 00.3
 DI1690
 DI1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1690!SPC MS W     -   0.99999225  x   0.99995590  =   0.99994815
 DI1690
 DI1690                          SUPERSEDED SURVEY CONTROL
 DI1690
 DI1690.No superseded survey control is available for this station.
 DI1690
 DI1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2383487247(NAD 83)
 DI1690_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1690
 DI1690                          STATION DESCRIPTION
 DI1690
 DI1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1690'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1690'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1690'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1690'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1690'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DI1691 ***********************************************************************
 DI1691  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1691  DESIGNATION -  CLARKSDALE CORS L1 PHASE CENTER
 DI1691  CORS_ID     -  MSCD
 DI1691  PID         -  DI1691
 DI1691  STATE/COUNTY-  MS/COAHOMA
 DI1691  USGS QUAD   -  CLARKSDALE (1967)
 DI1691
 DI1691                         *CURRENT SURVEY CONTROL
 DI1691  ___________________________________________________________________
 DI1691* NAD 83(CORS)-  34 12 07.99706(N)    090 34 14.44226(W)     ADJUSTED  
 DI1691* NAVD 88     -              **(meters)            **(feet)            
 DI1691  ___________________________________________________________________
 DI1691  EPOCH DATE  -        2002.00
 DI1691  X           -     -52,596.279 (meters)                     COMP
 DI1691  Y           -  -5,280,461.119 (meters)                     COMP
 DI1691  Z           -   3,565,048.542 (meters)                     COMP
 DI1691  ELLIP HEIGHT-          49.462 (meters)          (09/??/06) ADJUSTED
 DI1691  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DI1691  HORZ ORDER  -  SPECIAL (CORS)
 DI1691  ELLP ORDER  -  SPECIAL (CORS)
 DI1691
 DI1691.ITRF positions are available for this station.
 DI1691.The coordinates were established by GPS observations
 DI1691.and adjusted by the National Geodetic Survey in September 2006.
 DI1691.The coordinates are valid at the epoch date displayed above.
 DI1691.The epoch date for horizontal control is a decimal equivalence
 DI1691.of Year/Month/Day.
 DI1691
 DI1691
 DI1691.The PID for the CORS ARP is DI1690.
 DI1691
 DI1691.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1691
 DI1691.The ellipsoidal height was determined by GPS observations
 DI1691.and is referenced to NAD 83.
 DI1691
 DI1691.The geoid height was determined by GEOID03.
 DI1691
 DI1691;                    North         East     Units Scale Factor Converg.
 DI1691;SPC MS W     -   521,402.814   678,126.093   MT  0.99995590   -0 08 00.3
 DI1691;SPC MS W     - 1,710,635.73  2,224,818.69   sFT  0.99995590   -0 08 00.3
 DI1691
 DI1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1691!SPC MS W     -   0.99999224  x   0.99995590  =   0.99994814
 DI1691
 DI1691                          SUPERSEDED SURVEY CONTROL
 DI1691
 DI1691.No superseded survey control is available for this station.
 DI1691
 DI1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2383487247(NAD 83)
 DI1691_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1691
 DI1691                          STATION DESCRIPTION
 DI1691
 DI1691'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1691'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1691'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1691'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1691'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1691'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2786 ***********************************************************************
 EH2786  DESIGNATION -  CLARKSDALE FEDERAL COMP TANK 2
 EH2786  PID         -  EH2786
 EH2786  STATE/COUNTY-  MS/COAHOMA
 EH2786  USGS QUAD   -  CLARKSDALE (1967)
 EH2786
 EH2786                         *CURRENT SURVEY CONTROL
 EH2786  ___________________________________________________________________
 EH2786* NAD 83(1993)-  34 11 48.41237(N)    090 34 48.24954(W)     ADJUSTED  
 EH2786* NAVD 88     -              **(meters)            **(feet)            
 EH2786  ___________________________________________________________________
 EH2786  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EH2786  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH2786  HORZ ORDER  -  THIRD
 EH2786
 EH2786.The horizontal coordinates were established by classical geodetic methods
 EH2786.and adjusted by the National Geodetic Survey in May 1994.
 EH2786
 EH2786
 EH2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2786
 EH2786.The geoid height was determined by GEOID03.
 EH2786
 EH2786;                    North         East     Units Scale Factor Converg.
 EH2786;SPC MS W     -   520,801.438   677,259.157   MT  0.99995637   -0 08 19.2
 EH2786;SPC MS W     - 1,708,662.72  2,221,974.42   sFT  0.99995637   -0 08 19.2
 EH2786;UTM  15      - 3,786,622.574   722,983.330   MT  1.00021295   +1 21 38.3
 EH2786
 EH2786                          SUPERSEDED SURVEY CONTROL
 EH2786
 EH2786  NAD 83(1986)-  34 11 48.42251(N)    090 34 48.24827(W) AD(       ) 4
 EH2786  NAD 27      -  34 11 48.02931(N)    090 34 47.89455(W) AD(       ) 3
 EH2786
 EH2786.Superseded values are not recommended for survey control.
 EH2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2786.See file dsdata.txt to determine how the superseded data were derived.
 EH2786
 EH2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2298386623(NAD 83)
 EH2786_MARKER: 51 = TANK
 EH2786
 EH2786  HISTORY     - Date     Condition        Report By
 EH2786  HISTORY     - 1929     FIRST OBSERVED   CGS
 EH2786  HISTORY     - 1935     GOOD             CGS
 EH2786  HISTORY     - 1965     GOOD             CGS
 EH2786  HISTORY     - 1973     GOOD             MSHD
 EH2786
 EH2786                          STATION DESCRIPTION
 EH2786
 EH2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2786'WATER TANK IS IN SW PART OF TOWN OF CLARKSDALE, STILL STANDING
 EH2786'IN ORIGINAL POSITION.
 EH2786
 EH2786                          STATION RECOVERY (1965)
 EH2786
 EH2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2786'THE STATION WAS RECOVERED IN GOOD CONDITION, NO PREVIOUS
 EH2786'DESCRIPTION AVAILABLE.  A NEW DESCRIPTION FOLLOWS.
 EH2786'
 EH2786'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF CLARKSDALE,
 EH2786'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF CUYAHOGA AND
 EH2786'SPRUCE STREETS ABOUT 100 FEET SOUTHEAST OF A RAILROAD.  IT
 EH2786'IS A 4 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER
 EH2786'WITH THE LEGEND COFEDERAL COMPRESS PLANT 2 ON ITS SOUTH SIDE.
 EH2786'THE OVERALL HEIGHT IS ABOUT 100 FEET.
 EH2786
 EH2786                          STATION RECOVERY (1973)
 EH2786
 EH2786'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2786'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1965.
 EH2786'THE STATION IS LOCATED IN SW SECTION OF CLARKSDALE NEAR THE NW
 EH2786'CORNER OF THE GROUNDS OF FEDERAL COMPRESS COMPANY PLANT 2 OPPOSITE
 EH2786'THE JUNCTION OF CUYAHOGA AND SPRUCT STREETS ON THE SW SIDE OF
 EH2786'THE I.C.R.R. TRACK.  IT IS AN ELEVATED TANK SUPPORTED BY 4
 EH2786'LATTICE STEEL LEGS SILVER IN COLOR WITH THE WORDS FEDERAL COMPRESS
 EH2786'CO. PLANT 2 IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES AND IS
 EH2786'ABOUT 100 FEET HIGH.
 EH2786'
 EH2786'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH2786'IN CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 1.65 MILES TO A SIDE
 EH2786'ROAD RIGHT JUST BEFORE REACHING STATE HIGHWAY 322.  TURN RIGHT AND GO
 EH2786'NORTH ON ANDERSON BLVD. FOR 0.95 MILE TO THE INTERSECTION OF
 EH2786'SPRUCE STREET.  TURN RIGHT AND GO EAST ON SPRUCE STREET FOR 0.8
 EH2786'MILE TO THE JUNCTION OF CUYAHOGA STREET ON THE LEFT AND THE TANK ON
 EH2786'THE RIGHT.
 EH2786'
 EH2786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2795 ***********************************************************************
 EH2795  DESIGNATION -  CLARKSDALE FEDERAL COMP TANK 1
 EH2795  PID         -  EH2795
 EH2795  STATE/COUNTY-  MS/COAHOMA
 EH2795  USGS QUAD   -  CLARKSDALE (1967)
 EH2795
 EH2795                         *CURRENT SURVEY CONTROL
 EH2795  ___________________________________________________________________
 EH2795* NAD 83(1993)-  34 11 29.00603(N)    090 33 57.21990(W)     ADJUSTED  
 EH2795* NAVD 88     -              **(meters)            **(feet)            
 EH2795  ___________________________________________________________________
 EH2795  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2795  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH2795  HORZ ORDER  -  THIRD
 EH2795
 EH2795.The horizontal coordinates were established by classical geodetic methods
 EH2795.and adjusted by the National Geodetic Survey in May 1994.
 EH2795
 EH2795
 EH2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2795
 EH2795.The geoid height was determined by GEOID03.
 EH2795
 EH2795;                    North         East     Units Scale Factor Converg.
 EH2795;SPC MS W     -   520,200.432   678,564.249   MT  0.99995566   -0 07 50.5
 EH2795;SPC MS W     - 1,706,690.92  2,226,256.21   sFT  0.99995566   -0 07 50.5
 EH2795;UTM  15      - 3,786,055.772   724,304.044   MT  1.00022023   +1 22 06.4
 EH2795
 EH2795                          SUPERSEDED SURVEY CONTROL
 EH2795
 EH2795  NAD 83(1986)-  34 11 29.01633(N)    090 33 57.21865(W) AD(       ) 4
 EH2795  NAD 27      -  34 11 28.62604(N)    090 33 56.87505(W) AD(       ) 3
 EH2795
 EH2795.Superseded values are not recommended for survey control.
 EH2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2795.See file dsdata.txt to determine how the superseded data were derived.
 EH2795
 EH2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2430486056(NAD 83)
 EH2795_MARKER: 53 = ELEVATED TANK
 EH2795
 EH2795  HISTORY     - Date     Condition        Report By
 EH2795  HISTORY     - 1929     FIRST OBSERVED   CGS
 EH2795  HISTORY     - 1935     GOOD             CGS
 EH2795  HISTORY     - 1965     GOOD             CGS
 EH2795  HISTORY     - 1973     GOOD             MSHD
 EH2795
 EH2795                          STATION DESCRIPTION
 EH2795
 EH2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2795'WATER TANK IS IN S PART OF TOWN OF CLARKSDALE, STILL STANDING
 EH2795'IN ORIGINAL POSITION.
 EH2795
 EH2795                          STATION RECOVERY (1965)
 EH2795
 EH2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2795'THE STATION RECOVERED IN GOOD CONDITION, NO PREVIOUS DESCRIPTION
 EH2795'AVAILABLE.  A NEW DESCRIPTION FOLLOWS.
 EH2795'
 EH2795'THE STATION IS LOCATED IN THE SOUTH SECTION OF CLARKSDALE,
 EH2795'IN THE SOUTHEAST ANGLE OF EAST TALLAHATCHIE AND BIRCH STREETS
 EH2795'AND ON THE SOUTHWEST SIDE OF A RAILROAD.  IT IS A 4 LEGGED
 EH2795'SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND
 EH2795'FEDERAL COMPRESS CO.  PLANT 1 ON ITS NORTHEAST AND SOUTHWEST
 EH2795'SIDES.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
 EH2795
 EH2795                          STATION RECOVERY (1973)
 EH2795
 EH2795'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2795'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1965.
 EH2795'
 EH2795'THE STATION IS LOCATED 0.8 MILE SE OF CLARKSDALE, 0.2 MILE WSW OF
 EH2795'U.S. HIGHWAY 49 ABOUT 200 FEET SOUTH OF THE JUNCTION OF BIRCH AND
 EH2795'EAST TALLAHATCHIE STREETS ON THE SW SIDE OF THE I.C.R.R. ABOUT MIDWAY
 EH2795'OF THE NE SIDE OF THE FEDERAL COMPRESS WAREHOUSES IN THE SE 1/4 OF
 EH2795'THE SW 1/4 OF SECTION 24, T 27N, R 4W.  IT IS AN ELEVATED TANK
 EH2795'SUPPORTED BY FOUR LATTICE STEEL LEGS SILVER IN COLOR WITH THE WORDS
 EH2795'FEDERAL COMPRESS PLANT 1 IN BLACK LETTERS ON THE NE AND SW SIDES
 EH2795'AND IS ABOUT 100 FEET HIGH.
 EH2795'
 EH2795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2795'CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 0.15 MILE TO THE JUNCTION OF
 EH2795'BIRCH STREET.  TURN RIGHT AND GO WEST ON BIRCH STREET FOR 0.2 MILE
 EH2795'TO THE INTERSECTION OF EAST TALLAHATCHIE STREET AND THE TANK ON THE
 EH2795'LEFT.
 EH2795'
 EH2795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SE OF
 EH2795'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0526 ***********************************************************************
 EH0526  DESIGNATION -  CLARKSDALE I
 EH0526  PID         -  EH0526
 EH0526  STATE/COUNTY-  MS/COAHOMA
 EH0526  USGS QUAD   -  CLARKSDALE (1967)
 EH0526
 EH0526                         *CURRENT SURVEY CONTROL
 EH0526  ___________________________________________________________________
 EH0526* NAD 83(1986)-  34 12 17.     (N)    090 34 31.     (W)     SCALED    
 EH0526* NAVD 88     -        52.90   (+/-2cm)     173.6    (feet)  VERTCON   
 EH0526  ___________________________________________________________________
 EH0526  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0526  VERT ORDER  -  ? (See Below)
 EH0526
 EH0526.The horizontal coordinates were scaled from a topographic map and have
 EH0526.an estimated accuracy of +/- 6 seconds.
 EH0526
 EH0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0526.The vertical order pertains to the NGVD 29 superseded value.
 EH0526
 EH0526.The geoid height was determined by GEOID03.
 EH0526
 EH0526;                    North         East    Units  Estimated Accuracy
 EH0526;SPC MS W     -   521,680.      677,700.      MT  (+/- 180 meters Scaled)
 EH0526
 EH0526                          SUPERSEDED SURVEY CONTROL
 EH0526
 EH0526  NGVD 29 (??/??/??)   52.949  (m)          173.72   (f) ADJUSTED    ?  
 EH0526
 EH0526.Superseded values are not recommended for survey control.
 EH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0526.See file dsdata.txt to determine how the superseded data were derived.
 EH0526
 EH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT234875(NAD 83)
 EH0526_MARKER: Z = SEE DESCRIPTION
 EH0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0526
 EH0526  HISTORY     - Date     Condition        Report By
 EH0526  HISTORY     - UNK      MONUMENTED       DOD
 EH0526  HISTORY     - 1934     MARK NOT FOUND   CGS
 EH0526
 EH0526                          STATION DESCRIPTION
 EH0526
 EH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0526'IN CLARKSDALE.
 EH0526'IS TOP OF IRON PIPE SET VERTICALLY IN GROUND AT WEST CORNER OF
 EH0526'COURTHOUSE GROUNDS, CLARKSDALE, MISS.  BENCH IS 18 METRES NORTHWEST OF
 EH0526'LINE OF EXTREME NORTHWEST WALL AND 39 METERS SOUTHWEST OF LINE OF
 EH0526'SOUTHWEST WALL.  BENCH IS N. 83 DEG. W. 41 METERS FROM NORTHWEST
 EH0526'CORNER.  NOTE-- THE COURT HOUSE MENTIONED IN THE DESCRIPTION HAS BEEN
 EH0526'ALTERED AND ADDED TO. THE BM MIGHT HAVE BEEN DESTROYED DURING
 EH0526'SIDEWALK AND STREET CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2785 ***********************************************************************
 EH2785  DESIGNATION -  CLARKSDALE MUNICIPAL TANK 2
 EH2785  PID         -  EH2785
 EH2785  STATE/COUNTY-  MS/COAHOMA
 EH2785  USGS QUAD   -  CLARKSDALE (1967)
 EH2785
 EH2785                         *CURRENT SURVEY CONTROL
 EH2785  ___________________________________________________________________
 EH2785* NAD 83(1993)-  34 11 51.90189(N)    090 35 29.12294(W)     ADJUSTED  
 EH2785* NAVD 88     -              **(meters)            **(feet)            
 EH2785  ___________________________________________________________________
 EH2785  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EH2785  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2785  HORZ ORDER  -  THIRD
 EH2785
 EH2785.The horizontal coordinates were established by classical geodetic methods
 EH2785.and adjusted by the National Geodetic Survey in May 1994.
 EH2785
 EH2785
 EH2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2785
 EH2785.The geoid height was determined by GEOID03.
 EH2785
 EH2785;                    North         East     Units Scale Factor Converg.
 EH2785;SPC MS W     -   520,911.546   676,212.991   MT  0.99995697   -0 08 42.2
 EH2785;SPC MS W     - 1,709,023.96  2,218,542.12   sFT  0.99995697   -0 08 42.2
 EH2785;UTM  15      - 3,786,705.292   721,934.376   MT  1.00020719   +1 21 15.5
 EH2785
 EH2785                          SUPERSEDED SURVEY CONTROL
 EH2785
 EH2785  NAD 83(1986)-  34 11 51.91211(N)    090 35 29.12174(W) AD(       ) 4
 EH2785  NAD 27      -  34 11 51.51948(N)    090 35 28.76615(W) AD(       ) 3
 EH2785
 EH2785.Superseded values are not recommended for survey control.
 EH2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2785.See file dsdata.txt to determine how the superseded data were derived.
 EH2785
 EH2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2193486705(NAD 83)
 EH2785_MARKER: 53 = ELEVATED TANK
 EH2785
 EH2785  HISTORY     - Date     Condition        Report By
 EH2785  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2785  HISTORY     - 1965     GOOD             CGS
 EH2785  HISTORY     - 1973     GOOD             MSHD
 EH2785
 EH2785                          STATION DESCRIPTION
 EH2785
 EH2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2785'THE STATION IS THE FINIAL ATOP THE 250,000 GALLON SILVER COLORED
 EH2785'TANK ABOUT 150 FEET HIGH.  IT IS SUPPORTED BY A SIX-LEGGED
 EH2785'STEEL SKELETON STRUCTURE WITH A THREE-FOOT CENTER COLUMN.
 EH2785'CLARKSDALE IS PRINTED IN BLACK LETTERS FOUR TIMES AROUND THE
 EH2785'CENTER OF THE TANK..  IT IS LOCATED IN THE SOUTHWEST ANGLE OF
 EH2785'THE INTERSECTION OF CHERRY STREET AND HERRIN STREET IN THE
 EH2785'WESTERN PART OF CLARKSDALE.
 EH2785
 EH2785                          STATION RECOVERY (1965)
 EH2785
 EH2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2785'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE OLD
 EH2785'DESCRIPTION IS ADEQUATE EXCEPT IT IS IN THE NORTHWEST ANGLE
 EH2785'OF HERRIN AND SPRUCE STREETS.
 EH2785
 EH2785                          STATION RECOVERY (1973)
 EH2785
 EH2785'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2785'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1965.
 EH2785'THE STATION IS LOCATED 0.7 MILE WEST OF CLARKSDALE IN THE NW ANGLE
 EH2785'OF THE JUNCTION OF HERRIN AND SPRUCE STREETS IN THE SE 1/4 OF THE NE
 EH2785'1/4 OF SECTION 22, T 27N, R 4W.  IT IS AN ELEVATED TANK WITH 3 FOOT
 EH2785'CENTER COLUMN SUPPORTED BY 6 TUBULAR STEEL LEGS SILVER IN COLOR
 EH2785'WITH THE WORK CLARKSDALE IN BLACK LETTERS ON ALL FOUR SIDES
 EH2785'AND IS ABOUT 150 FEET HIGH.  THE TANK HAS A CAPACITY OF
 EH2785'250,000 GALLONS.  THE STATION IS THE FINAL ATOP THE TANK.
 EH2785'
 EH2785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH2785'IN CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 1.65 MILES TO A SIDE
 EH2785'ROAD RIGHT JUST BEFORE REACHING STATE HIGHWAY 322.  TURN RIGHT AND
 EH2785'GO NORTH ON ANDERSON BLVD. FOR 0.65 MILE TO THE CROSSING OF THE
 EH2785'ILLINOIS CENTRAL RAILROAD TRACK.  CONTINUE NORTH ON ANDERSON
 EH2785'BLVD. FOR 0.3 MILE TO THE INTERSECTION OF SPRUCE STREET.  TURN RIGHT
 EH2785'AND GO EAST ON SPRUCE STREET FOR 0.1 MILE TO THE JUNCTION OF
 EH2785'HERRIN STREET AND THE TANK ON THE LEFT.
 EH2785'
 EH2785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE WEST OF
 EH2785'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2793 ***********************************************************************
 EH2793  DESIGNATION -  CLARKSDALE MUNICIPAL TANK 1
 EH2793  PID         -  EH2793
 EH2793  STATE/COUNTY-  MS/COAHOMA
 EH2793  USGS QUAD   -  CLARKSDALE (1967)
 EH2793
 EH2793                         *CURRENT SURVEY CONTROL
 EH2793  ___________________________________________________________________
 EH2793* NAD 83(1993)-  34 12 20.92703(N)    090 33 19.25701(W)     ADJUSTED  
 EH2793* NAVD 88     -              **(meters)            **(feet)            
 EH2793  ___________________________________________________________________
 EH2793  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EH2793  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2793  HORZ ORDER  -  THIRD
 EH2793
 EH2793.The horizontal coordinates were established by classical geodetic methods
 EH2793.and adjusted by the National Geodetic Survey in May 1994.
 EH2793
 EH2793
 EH2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2793
 EH2793.The geoid height was determined by GEOID03.
 EH2793
 EH2793;                    North         East     Units Scale Factor Converg.
 EH2793;SPC MS W     -   521,798.020   679,539.718   MT  0.99995516   -0 07 29.3
 EH2793;SPC MS W     - 1,711,932.34  2,229,456.56   sFT  0.99995516   -0 07 29.3
 EH2793;UTM  15      - 3,787,678.772   725,237.625   MT  1.00022540   +1 22 29.6
 EH2793
 EH2793                          SUPERSEDED SURVEY CONTROL
 EH2793
 EH2793  NAD 83(1986)-  34 12 20.93824(N)    090 33 19.25652(W) AD(       ) 4
 EH2793  NAD 27      -  34 12 20.54407(N)    090 33 18.90225(W) AD(       ) 3
 EH2793
 EH2793.Superseded values are not recommended for survey control.
 EH2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2793.See file dsdata.txt to determine how the superseded data were derived.
 EH2793
 EH2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2523887679(NAD 83)
 EH2793_MARKER: 53 = ELEVATED TANK
 EH2793
 EH2793  HISTORY     - Date     Condition        Report By
 EH2793  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2793  HISTORY     - 1965     GOOD             CGS
 EH2793  HISTORY     - 1973     GOOD             MSHD
 EH2793
 EH2793                          STATION DESCRIPTION
 EH2793
 EH2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2793'THE STATION IS THE FINIAL ATOP THE 250,000 GALLON SILVER
 EH2793'COLORED TANK ABOUT 150 FEET HIGH.  IT IS SUPPORTED BY A
 EH2793'SIX-LEGGED STEEL SKELETON STRUCTURE WITH A THREE-FOOT CENTER
 EH2793'COLUMN.  CLARKSDALE IS PRINTED IN BLACK LETTERS FOUR TIMES
 EH2793'AROUND THE CENTER OF THE TANK.  IT IS LOCATED ON TENNESSEE AVE.
 EH2793'BETWEEN 4TH AND S. EDWARDS STREETS IN THE NORTHEASTERN PART
 EH2793'OF THE TOWN OF CLARKSDALE.
 EH2793
 EH2793                          STATION RECOVERY (1965)
 EH2793
 EH2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2793'THE STATION RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 EH2793
 EH2793                          STATION RECOVERY (1973)
 EH2793
 EH2793'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2793'THE STATION WAS VISITED 1-9-73 AND WAS FOUND IN GOOD CONDITION.  THE
 EH2793'STATION IS LOCATED 1.2 MILES EAST OF THE COURTHOUSE IN CLARKSDALE ON
 EH2793'THE WEST SIDE OF TENNESSEE AVENUE ON THE SOUTH SIDE OF SOUTH
 EH2793'EDWARDS AVENUE AT THE CITY MATERIAL YARD.  IT IS AN ELEVATED TANK
 EH2793'WITH A 3 FOOT CENTER COLUMN SUPPORTED BY 6 TUBULAR STEEL LEGS
 EH2793'SILVER IN COLOR WITH THE WORD CLARKSDALE IN BLACK LETTERS IN ALL
 EH2793'FOUR DIRECTIONS.  IT HAS A CAPACITY OF 250000 GALLONS AND IS ABOUT
 EH2793'150 FEET HIGH.  THE STATION IS THE FINAL ATOP THE TANK.
 EH2793'
 EH2793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2793'CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR 0.7 MILE TO THE
 EH2793'INTERSECTION OF RICHIE AVENUE.  TURN LEFT AND GO NORTH ON RICHIE
 EH2793'AVENUE FOR 0.55 MILE TO THE TANK ON THE LEFT ABOUT 100 YARDS WEST
 EH2793'OF RICHIE AVENUE JUST BEYOND THE INTERSECTION OF FOURTH STREET.
 EH2793'
 EH2793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES EAST OF
 EH2793'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2796 ***********************************************************************
 EH2796  DESIGNATION -  CLARKSDALE MUNICIPAL TANK 3
 EH2796  PID         -  EH2796
 EH2796  STATE/COUNTY-  MS/COAHOMA
 EH2796  USGS QUAD   -  CLARKSDALE (1967)
 EH2796
 EH2796                         *CURRENT SURVEY CONTROL
 EH2796  ___________________________________________________________________
 EH2796* NAD 83(1993)-  34 11 02.62855(N)    090 33 44.90093(W)     ADJUSTED  
 EH2796* NAVD 88     -              **(meters)            **(feet)            
 EH2796  ___________________________________________________________________
 EH2796  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2796  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH2796  HORZ ORDER  -  THIRD
 EH2796
 EH2796.The horizontal coordinates were established by classical geodetic methods
 EH2796.and adjusted by the National Geodetic Survey in May 1994.
 EH2796
 EH2796
 EH2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2796
 EH2796.The geoid height was determined by GEOID03.
 EH2796
 EH2796;                    North         East     Units Scale Factor Converg.
 EH2796;SPC MS W     -   519,386.995   678,877.832   MT  0.99995550   -0 07 43.5
 EH2796;SPC MS W     - 1,704,022.17  2,227,285.02   sFT  0.99995550   -0 07 43.5
 EH2796;UTM  15      - 3,785,250.602   724,638.888   MT  1.00022208   +1 22 12.4
 EH2796
 EH2796                          SUPERSEDED SURVEY CONTROL
 EH2796
 EH2796  NAD 83(1986)-  34 11 02.63880(N)    090 33 44.89949(W) AD(       ) 4
 EH2796  NAD 27      -  34 11 02.24405(N)    090 33 44.54732(W) AD(       ) 3
 EH2796
 EH2796.Superseded values are not recommended for survey control.
 EH2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2796.See file dsdata.txt to determine how the superseded data were derived.
 EH2796
 EH2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2463985251(NAD 83)
 EH2796_MARKER: 51 = TANK
 EH2796
 EH2796  HISTORY     - Date     Condition        Report By
 EH2796  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2796  HISTORY     - 1973     GOOD             MSHD
 EH2796
 EH2796                          STATION DESCRIPTION
 EH2796
 EH2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2796'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN THE
 EH2796'SOUTH EDGE OF CLARKSDALE, ALONG THE SOUTHWEST SIDE OF THE
 EH2796'ILLINOIS CENTERAL RAILROAD.  IT IS A SPHERICAL SHAPED TANK,
 EH2796'PAINTED SILVER, WITH THE LEGEND CLARKSDALE WRITTEN IN LARGE BLACK
 EH2796'LETTERS AT THE TOP ON 4 SIDES.  IT IS LOCATED NEAR THE SOUTH
 EH2796'CORNER OF THE PUMPING STATION.  THE OVERALL HEIGHT IS 155 FEET.
 EH2796
 EH2796                          STATION RECOVERY (1973)
 EH2796
 EH2796'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2796'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1965.
 EH2796'
 EH2796'THE STATION IS LOCATED 1.3 MILES SE OF CLARKSDALE, 0.2 MILE WSW OF
 EH2796'U.S. HIGHWAY 49 ON THE SW SIDE OF THE I.C.R.R. NEAR THE SOUTH CORNER
 EH2796'OF A PUMPING STATION AT THE CITY OF CLARKSDALE WATER AND LIGHT
 EH2796'DEPARTMENT IN THE SW 1/4 OF THE NE 1/4 OF SECTION 25, T 27N, R 4W.
 EH2796'IT IS A SPHERICAL SHAPED TANK SILVER IN COLOR WITH THE WORD
 EH2796'CLARKSDALE IN BLACK LETTERS IN ALL FOUR DIRECTIONS AND IS ABOUT
 EH2796'155 FEET HIGH.  THE STATION IS THE TOP CENTER OF THE TANK.
 EH2796'
 EH2796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH2796'IN CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 0.75 MILE TO A SIDE ROAD
 EH2796'RIGHT.  TURN RIGHT AND GO SW ON A GRAVELED STREET FOR 0.2 MILE TO
 EH2796'THE TANK JUST BEYOND THE RAILROAD TRACK.
 EH2796'
 EH2796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES SE OF
 EH2796'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2784 ***********************************************************************
 EH2784  DESIGNATION -  CLARKSDALE N DELTA COMP CO TK
 EH2784  PID         -  EH2784
 EH2784  STATE/COUNTY-  MS/COAHOMA
 EH2784  USGS QUAD   -  CLARKSDALE (1967)
 EH2784
 EH2784                         *CURRENT SURVEY CONTROL
 EH2784  ___________________________________________________________________
 EH2784* NAD 83(1993)-  34 11 35.55445(N)    090 35 31.80411(W)     ADJUSTED  
 EH2784* NAVD 88     -              **(meters)            **(feet)            
 EH2784  ___________________________________________________________________
 EH2784  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EH2784  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH2784  HORZ ORDER  -  THIRD
 EH2784
 EH2784.The horizontal coordinates were established by classical geodetic methods
 EH2784.and adjusted by the National Geodetic Survey in May 1994.
 EH2784
 EH2784
 EH2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2784
 EH2784.The geoid height was determined by GEOID03.
 EH2784
 EH2784;                    North         East     Units Scale Factor Converg.
 EH2784;SPC MS W     -   520,408.034   676,143.070   MT  0.99995701   -0 08 43.7
 EH2784;SPC MS W     - 1,707,372.02  2,218,312.72   sFT  0.99995701   -0 08 43.7
 EH2784;UTM  15      - 3,786,199.996   721,877.638   MT  1.00020688   +1 21 13.4
 EH2784
 EH2784                          SUPERSEDED SURVEY CONTROL
 EH2784
 EH2784  NAD 83(1986)-  34 11 35.56453(N)    090 35 31.80275(W) AD(       ) 4
 EH2784  NAD 27      -  34 11 35.17134(N)    090 35 31.44729(W) AD(       ) 3
 EH2784
 EH2784.Superseded values are not recommended for survey control.
 EH2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2784.See file dsdata.txt to determine how the superseded data were derived.
 EH2784
 EH2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2187886200(NAD 83)
 EH2784_MARKER: 53 = ELEVATED TANK
 EH2784
 EH2784  HISTORY     - Date     Condition        Report By
 EH2784  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2784  HISTORY     - 1965     GOOD             CGS
 EH2784  HISTORY     - 1973     GOOD             MSHD
 EH2784
 EH2784                          STATION DESCRIPTION
 EH2784
 EH2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2784'THE STATION IS THE METAL BALL ATOP THE 100,000 GALLON SILVER
 EH2784'COLORED TANK ABOUT 120 FEET HIGH.  IT IS SUPPORTED BY A
 EH2784'FOUR-LEGGED STEEL SKELETON STRUCTURE WITH A 2-FOOT CENTER
 EH2784'COLUMN.  THE TANK IS LOCATED IN THE NORTHEAST ANGLE OF THE
 EH2784'INTERSECTION OF ANDERSON BLVD. AND ILLINOIS CENTRAL RAILROAD.
 EH2784'IN THE SOUTHWEST PART OF CLARKSDALE.
 EH2784
 EH2784                          STATION RECOVERY (1965)
 EH2784
 EH2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2784'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EH2784'OLD DESCRIPTION IS ADEQUATE EXCEPT THE STATION IS LOCATED
 EH2784'AT THE INTERSECTION OF ANDERSON BOULEVARD AND CORBIN STREET.
 EH2784
 EH2784                          STATION RECOVERY (1973)
 EH2784
 EH2784'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2784'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1965.
 EH2784'THE STATION IS LOCATED 0.8 MILE WSW OF CLARKSDALE AT THE SW CORNER
 EH2784'OF THE DELTA COMPRESS CO. WAREHOUSES ON THE NW SIDE OF THE ICRR
 EH2784'OPPOSITE THE JUNCTION OF CORBIN STREET AND ANDERSON BLVD. IN THE SE
 EH2784'1/4 OF SECTION 22, T 27N, R 4W.  IT IS AN ELEVATED TANK
 EH2784'SUPPORTED BY FOUR LATTICE STEEL LEGS SILVER IN COLOR WITH THE
 EH2784'WORDS NORTH DELTA IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES
 EH2784'IS ABOUT 120 FEET HIGH AND HOLDS 100,000 GALLONS OF WATER.  THE
 EH2784'STATION IS THE BALL OI THE TOP OF THE TANK.
 EH2784'
 EH2784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2784'CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 1.65 MILES TO A SIDE ROAD
 EH2784'RIGHT JUST BEFORE REACHING STATE HIGHWAY 322.  TURN RIGHT AND GO
 EH2784'NORTH ON ANDERSON BLVD. FOR 0.6 MILE TO THE TANK ON THE RIGHT JUST
 EH2784'BEYOND A RAILROAD CROSSING.
 EH2784'
 EH2784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE WSW OF
 EH2784'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2789 ***********************************************************************
 EH2789  DESIGNATION -  CLARKSDALE OAKHURST BAP CH
 EH2789  PID         -  EH2789
 EH2789  STATE/COUNTY-  MS/COAHOMA
 EH2789  USGS QUAD   -  CLARKSDALE (1967)
 EH2789
 EH2789                         *CURRENT SURVEY CONTROL
 EH2789  ___________________________________________________________________
 EH2789* NAD 83(1993)-  34 12 01.90432(N)    090 35 40.06512(W)     ADJUSTED  
 EH2789* NAVD 88     -              **(meters)            **(feet)            
 EH2789  ___________________________________________________________________
 EH2789  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EH2789  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH2789  HORZ ORDER  -  THIRD
 EH2789
 EH2789.The horizontal coordinates were established by classical geodetic methods
 EH2789.and adjusted by the National Geodetic Survey in May 1994.
 EH2789
 EH2789
 EH2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2789
 EH2789.The geoid height was determined by GEOID03.
 EH2789
 EH2789;                    North         East     Units Scale Factor Converg.
 EH2789;SPC MS W     -   521,220.448   675,933.643   MT  0.99995714   -0 08 48.4
 EH2789;SPC MS W     - 1,710,037.42  2,217,625.63   sFT  0.99995714   -0 08 48.4
 EH2789;UTM  15      - 3,787,006.854   721,646.969   MT  1.00020562   +1 21 09.7
 EH2789
 EH2789                          SUPERSEDED SURVEY CONTROL
 EH2789
 EH2789  NAD 83(1986)-  34 12 01.91433(N)    090 35 40.06412(W) AD(       ) 4
 EH2789  NAD 27      -  34 12 01.52283(N)    090 35 39.71154(W) AD(       ) 3
 EH2789
 EH2789.Superseded values are not recommended for survey control.
 EH2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2789.See file dsdata.txt to determine how the superseded data were derived.
 EH2789
 EH2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2164787007(NAD 83)
 EH2789_MARKER: 90 = CHURCH SPIRE
 EH2789
 EH2789  HISTORY     - Date     Condition        Report By
 EH2789  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2789  HISTORY     - 1973     GOOD             MSHD
 EH2789
 EH2789                          STATION DESCRIPTION
 EH2789
 EH2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2789'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  LOCATED IN
 EH2789'THE WEST SECTION OF CLARKSDALE, IN THE SOUTHEAST ANGLE OF THE
 EH2789'INTERSECTION OF KING AND WEST SECOND STREETS.  THE SPIRE IS
 EH2789'LOCATED ON THE NORTH CORNER OF A RED BRICK CHURCH.  IT IS A
 EH2789'WHITE SPIRE WITH A METAL ROOF.  THE OVERALL HEIGHT IS ABOUT
 EH2789'100 FEET.
 EH2789
 EH2789                          STATION RECOVERY (1973)
 EH2789
 EH2789'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2789'THE STATION WAS VISITED 1-9-73 AND WAS FOUND IN GOOD CONDITION.  THE
 EH2789'STATION IS LOCATED 1.4 MILES WEST OF THE COURTHOUSE IN CLARKSDALE ON
 EH2789'THE SOUTH SIDE OF WEST SECOND STREET ABOUT CENTERED BETWEEN
 EH2789'ANDERSON BLVD. AND KING STREET.  IT IS A METAL SPIRE CENTER ATOP AN
 EH2789'8 SIDED SMALL WHITE WOODEN TOWER SURROUNDED BY A WOODEN RAILING
 EH2789'AT THE BASE AND IS ATOP A BRICK TOWER ON THE NORTH SIDE OF THE
 EH2789'AUDITORIUM WHICH IS THE EAST WING OF THE OAKHURST BAPTIST CHURCH
 EH2789'AND IS ABOUT 100 FEET HIGH.
 EH2789'
 EH2789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2789'CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 1.65 MILES TO THE JUNCTION
 EH2789'OF ANDERSON BLVD.  TURN RIGHT AND GO NORTH ON ANDERSON BLVD. FOR
 EH2789'1.15 MILES TO THE INTERSECTION OF WEST SECOND STREET AND THE CHURCH
 EH2789'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2787 ***********************************************************************
 EH2787  DESIGNATION -  CLARKSDALE RAD STA WROX MAST
 EH2787  PID         -  EH2787
 EH2787  STATE/COUNTY-  MS/COAHOMA
 EH2787  USGS QUAD   -  CLARKSDALE (1967)
 EH2787
 EH2787                         *CURRENT SURVEY CONTROL
 EH2787  ___________________________________________________________________
 EH2787* NAD 83(1993)-  34 12 39.77459(N)    090 34 44.82191(W)     ADJUSTED  
 EH2787* NAVD 88     -              **(meters)            **(feet)            
 EH2787  ___________________________________________________________________
 EH2787  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EH2787  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EH2787  HORZ ORDER  -  THIRD
 EH2787
 EH2787.The horizontal coordinates were established by classical geodetic methods
 EH2787.and adjusted by the National Geodetic Survey in May 1994.
 EH2787
 EH2787
 EH2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2787
 EH2787.The geoid height was determined by GEOID03.
 EH2787
 EH2787;                    North         East     Units Scale Factor Converg.
 EH2787;SPC MS W     -   522,383.766   677,350.727   MT  0.99995632   -0 08 17.5
 EH2787;SPC MS W     - 1,713,854.07  2,222,274.84   sFT  0.99995632   -0 08 17.5
 EH2787;UTM  15      - 3,788,207.164   723,033.472   MT  1.00021322   +1 21 42.1
 EH2787
 EH2787                          SUPERSEDED SURVEY CONTROL
 EH2787
 EH2787  NAD 83(1986)-  34 12 39.78485(N)    090 34 44.81989(W) AD(       ) 4
 EH2787  NAD 27      -  34 12 39.39300(N)    090 34 44.46400(W) AD(       ) 3
 EH2787
 EH2787.Superseded values are not recommended for survey control.
 EH2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2787.See file dsdata.txt to determine how the superseded data were derived.
 EH2787
 EH2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2303388207(NAD 83)
 EH2787_MARKER: 42 = RADIO/TV MAST
 EH2787
 EH2787  HISTORY     - Date     Condition        Report By
 EH2787  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2787  HISTORY     - 1973     GOOD             MSHD
 EH2787
 EH2787                          STATION DESCRIPTION
 EH2787
 EH2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2787'THE STATION IS THE 12-FOOT POLE PROJECTING ABOVE THE TOP
 EH2787'OF THE 154-FOOT RADIO MAST IN THE NORTHWESTERN PART OF CLARKSDALE.
 EH2787'IT IS IN SECTION 14, T. 27 N., R.13 W.,
 EH2787
 EH2787                          STATION RECOVERY (1973)
 EH2787
 EH2787'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2787'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1956.
 EH2787'THE STATION IS LOCATED 0.45 MILE NW OF THE COURTHOUSE IN CLARKSDALE
 EH2787'ACROSS FROM THE COAHOMA COUNTY ROAD DEPT. IN THE NW 1/4 OF THE SE
 EH2787'1/4 OF SECTION 14, T 27N, R 4W.  THE STATION IS A 12 FOOT POLE
 EH2787'PROJECTING ABOVE THE TOP OF A FOUR LEGGED CROSS-SECTION STEEL MAST
 EH2787'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS ABOUT 154
 EH2787'FEET HIGH.  THERE ARE TWO RED LIGHTS ON THE FINAL.
 EH2787'
 EH2787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2787'CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 0.4 MILE TO THE
 EH2787'INTERSECTION OF SUNFLOWER AVENUE ON THE EAST SIDE OF THE SUNFLOWER
 EH2787'RIVER.  TURN RIGHT AND GO NORTH ON SUNFLOWER AVENUE FOR 1 MILE TO
 EH2787'A REVERSE Y INTERSECTION.  CONTINUE NORTH ON FRIARS POINT ROAD
 EH2787'FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON RICH
 EH2787'STREET FOR 0.2 MILE TO THE MAST ON THE RIGHT.
 EH2787'
 EH2787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.45 MILE NW OF
 EH2787'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2790 ***********************************************************************
 EH2790  DESIGNATION -  CLARKSDALE RAD STA KLO 98 TWR
 EH2790  PID         -  EH2790
 EH2790  STATE/COUNTY-  MS/COAHOMA
 EH2790  USGS QUAD   -  CLARKSDALE (1967)
 EH2790
 EH2790                         *CURRENT SURVEY CONTROL
 EH2790  ___________________________________________________________________
 EH2790* NAD 83(1993)-  34 09 10.78029(N)    090 32 19.67263(W)     ADJUSTED  
 EH2790* NAVD 88     -              **(meters)            **(feet)            
 EH2790  ___________________________________________________________________
 EH2790  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EH2790  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EH2790  HORZ ORDER  -  THIRD
 EH2790
 EH2790.The horizontal coordinates were established by classical geodetic methods
 EH2790.and adjusted by the National Geodetic Survey in May 1994.
 EH2790
 EH2790
 EH2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2790
 EH2790.The geoid height was determined by GEOID03.
 EH2790
 EH2790;                    North         East     Units Scale Factor Converg.
 EH2790;SPC MS W     -   515,936.170   681,053.226   MT  0.99995442   -0 06 55.3
 EH2790;SPC MS W     - 1,692,700.58  2,234,422.13   sFT  0.99995442   -0 06 55.3
 EH2790;UTM  15      - 3,781,856.909   726,904.384   MT  1.00023470   +1 22 56.4
 EH2790
 EH2790                          SUPERSEDED SURVEY CONTROL
 EH2790
 EH2790  NAD 83(1986)-  34 09 10.78875(N)    090 32 19.66759(W) AD(       ) 4
 EH2790  NAD 27      -  34 09 10.39244(N)    090 32 19.32292(W) AD(       ) 3
 EH2790
 EH2790.Superseded values are not recommended for survey control.
 EH2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2790.See file dsdata.txt to determine how the superseded data were derived.
 EH2790
 EH2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2690481857(NAD 83)
 EH2790_MARKER: 42 = RADIO/TV MAST
 EH2790
 EH2790  HISTORY     - Date     Condition        Report By
 EH2790  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2790  HISTORY     - 1973     GOOD             MSHD
 EH2790
 EH2790                          STATION DESCRIPTION
 EH2790
 EH2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2790'THE STATION IS THE LIGHT, LOCATED NEAR THE CENTER OF THE TOP
 EH2790'OF THE TOWER, ABOUT 4 MILES SOUTHEAST OF CLARKSDALE, ALONG THE
 EH2790'NORTHEAST SIDE OF U.S. HIGHWAY 49.  IT IS A 4 LEGGED SELF
 EH2790'SUPPORTING STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 EH2790'INTERNATIONAL ORANGE AND WHITE, WITH 4 LARGE MICRO-DISK AT
 EH2790'THE TOP, AND IS LOCATED NEAR THE WEST SIDE OF THE TRANSMITTER
 EH2790'BUILDING.  IT IS OWNED AND OPERATED BY THE SOUTHERN BELL
 EH2790'TELEPHONE COMPANY.  THE OVERALL HEIGHT IS 262 FEET.
 EH2790'
 EH2790'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 49 IN THE
 EH2790'EAST EDGE OF CLARKSDALE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR
 EH2790'2.75 MILES TO A CROSSROAD, JUNCTION WITH STATE HIGHWAY 322.
 EH2790'CONTINUE SOUTHEAST ON HIGHWAY 49 FOR 0.4 MILE TO A CROSSROAD.
 EH2790'TURN LEFT AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.15 MILE
 EH2790'TO THE STATION ON THE RIGHT.
 EH2790
 EH2790                          STATION RECOVERY (1973)
 EH2790
 EH2790'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2790'THE STATION WAS VISITED 1-10-73 AND WAS FOUND IN GOOD CONDITION.  THE
 EH2790'STATION IS LOCATED 4 MILES SE OF THE COURTHOUSE IN CLARKSDALE, 0.1
 EH2790'MILE NE OF U.S. HIGHWAY 49, 0.4 MILE EAST OF THE COMMUNITY OF
 EH2790'DURHAM IN THE NW 1/4 OF THE SW 1/4 OF SECTION 5, T 26N, R 3W.  THE
 EH2790'STATION IS THE LIGHT LOCATED NEAR THE CENTER OF THE TOP OF THE
 EH2790'TOWER.  IT IS A FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE PAINTED
 EH2790'IN ALTERNATE SECTIONS OF ORANGE AND WHITE, WITH 4 LARGE
 EH2790'MICRO-DISK AT THE TOP AND IS 262 FEET HIGH.  A CONCRETE TRANSMITTER
 EH2790'BUILDING IS LOCATED ON THE NORTH SIDE OF THE TOWER AND IS OWNED AND
 EH2790'OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 EH2790'
 EH2790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2790'CLARKSDALE GO SE ON U.S. HIGHWAY 49 FOR 2.8 MILES TO A CROSSROAD AND
 EH2790'THE JUNCTION OF STATE HIGHWAY 322.  CONTINUE SE ON U.S. HIGHWAY 49
 EH2790'FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 EH2790'ROAD FOR 0.15 MILE TO THE TOWER ON THE RIGHT.
 EH2790'
 EH2790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 EH2790'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2797 ***********************************************************************
 EH2797  DESIGNATION -  CLARKSDALE RAD STA WKDL MAST
 EH2797  PID         -  EH2797
 EH2797  STATE/COUNTY-  MS/COAHOMA
 EH2797  USGS QUAD   -  CLARKSDALE (1967)
 EH2797
 EH2797                         *CURRENT SURVEY CONTROL
 EH2797  ___________________________________________________________________
 EH2797* NAD 83(1993)-  34 12 39.94003(N)    090 33 36.59873(W)     ADJUSTED  
 EH2797* NAVD 88     -              **(meters)            **(feet)            
 EH2797  ___________________________________________________________________
 EH2797  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2797  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH2797  HORZ ORDER  -  THIRD
 EH2797
 EH2797.The horizontal coordinates were established by classical geodetic methods
 EH2797.and adjusted by the National Geodetic Survey in May 1994.
 EH2797
 EH2797
 EH2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2797
 EH2797.The geoid height was determined by GEOID03.
 EH2797
 EH2797;                    North         East     Units Scale Factor Converg.
 EH2797;SPC MS W     -   522,384.814   679,097.088   MT  0.99995538   -0 07 39.1
 EH2797;SPC MS W     - 1,713,857.51  2,228,004.36   sFT  0.99995538   -0 07 39.1
 EH2797;UTM  15      - 3,788,253.934   724,779.665   MT  1.00022286   +1 22 20.5
 EH2797
 EH2797                          SUPERSEDED SURVEY CONTROL
 EH2797
 EH2797  NAD 83(1986)-  34 12 39.95063(N)    090 33 36.59681(W) AD(       ) 4
 EH2797  NAD 27      -  34 12 39.55767(N)    090 33 36.24306(W) AD(       ) 3
 EH2797
 EH2797.Superseded values are not recommended for survey control.
 EH2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2797.See file dsdata.txt to determine how the superseded data were derived.
 EH2797
 EH2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2478088254(NAD 83)
 EH2797_MARKER: 42 = RADIO/TV MAST
 EH2797
 EH2797  HISTORY     - Date     Condition        Report By
 EH2797  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2797  HISTORY     - 1965     GOOD             CGS
 EH2797  HISTORY     - 1973     GOOD             MSHD
 EH2797
 EH2797                          STATION DESCRIPTION
 EH2797
 EH2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2797'THE STATION IS THE TOP CENTER OF THE 150-FOOT, GUYED RADIO MAST
 EH2797'WHICH IS ABOUT 1-1/4 MILES NORTHEAST OF THE CENTER OF CLARKSDALE,
 EH2797'IT IS IN SECTION 13, T. 27 N., R. 13 W..
 EH2797
 EH2797                          STATION RECOVERY (1965)
 EH2797
 EH2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2797'THE STATION WAS RECOVERED IN GOOD CONDITION EXCEPT THE HEIGHT
 EH2797'OF THE MAST WAS FOUND TO BE 195 FEET.
 EH2797
 EH2797                          STATION RECOVERY (1973)
 EH2797
 EH2797'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2797'THE STATION WAS VISITED 1-10-73 AND WAS FOUND IN GOOD CONDITION.
 EH2797'THE STATION IS LOCATED 1 MILE NE OF THE COURTHOUSE IN CLARKSDALE IN
 EH2797'AN OPEN FIELD IN THE SW 1/4 OF THE NE 1/4 OF SECTION 13, T 27N,
 EH2797'R 4W.  IT IS A CROSS-SECTION STEEL MAST PAINTED IN ALTERNATE
 EH2797'SECTIONS OF ORANGE AND WHITE WITH A FLASHING RED LIGHT ON THE TOP
 EH2797'AND TWO MORE ABOUT MIDWAY OF THE MAST.  IT IS 195 FEET HIGH AND IS
 EH2797'GUYED AT REGULAR INTERVALS.
 EH2797'
 EH2797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2797'CLARKSDALE GO ON DESOTO AVENUE FOR 1.25 MILES TO THE INTERSECTION OF
 EH2797'FLORENCE AVENUE.  TURN RIGHT AND GO NE ON FLORENCE AVENUE FOR 0.35
 EH2797'MILE TO A PRIVATE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 EH2797'THE PRIVATE ROAD FOR 0.3 MILE TO THE MAST ON THE RIGHT ABOUT 200
 EH2797'YARDS ACROSS AN OPEN FIELD.
 EH2797'
 EH2797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NE OF
 EH2797'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0627 ***********************************************************************
 EH0627  DESIGNATION -  CLARKSDALE RM 1
 EH0627  PID         -  EH0627
 EH0627  STATE/COUNTY-  MS/COAHOMA
 EH0627  USGS QUAD   -  CLARKSDALE (1967)
 EH0627
 EH0627                         *CURRENT SURVEY CONTROL
 EH0627  ___________________________________________________________________
 EH0627* NAD 83(1986)-  34 12 45.     (N)    090 36 21.     (W)     SCALED    
 EH0627* NAVD 88     -        52.281  (meters)     171.53   (feet)  ADJUSTED  
 EH0627  ___________________________________________________________________
 EH0627  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0627  DYNAMIC HT  -          52.230 (meters)     171.36  (feet)  COMP
 EH0627  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EH0627
 EH0627  VERT ORDER  -  SECOND    CLASS 0
 EH0627
 EH0627.The horizontal coordinates were scaled from a topographic map and have
 EH0627.an estimated accuracy of +/- 6 seconds.
 EH0627
 EH0627.The orthometric height was determined by differential leveling
 EH0627.and adjusted in June 1991.
 EH0627
 EH0627.The geoid height was determined by GEOID03.
 EH0627
 EH0627.The dynamic height is computed by dividing the NAVD 88
 EH0627.geopotential number by the normal gravity value computed on the
 EH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0627.degrees latitude (g = 980.6199 gals.).
 EH0627
 EH0627.The modeled gravity was interpolated from observed gravity values.
 EH0627
 EH0627;                    North         East    Units  Estimated Accuracy
 EH0627;SPC MS W     -   522,550.      674,890.      MT  (+/- 180 meters Scaled)
 EH0627
 EH0627                          SUPERSEDED SURVEY CONTROL
 EH0627
 EH0627  NGVD 29 (??/??/??)   52.332  (m)          171.69   (f) ADJUSTED    2 0
 EH0627
 EH0627.Superseded values are not recommended for survey control.
 EH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0627.See file dsdata.txt to determine how the superseded data were derived.
 EH0627
 EH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT205883(NAD 83)
 EH0627_MARKER: DR = REFERENCE MARK DISK
 EH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0627_STAMPING: CLARKSDALE 1929 NO 1
 EH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0627+STABILITY: SURFACE MOTION
 EH0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0627+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003
 EH0627
 EH0627  HISTORY     - Date     Condition        Report By
 EH0627  HISTORY     - 1929     MONUMENTED       CGS
 EH0627  HISTORY     - 1973     GOOD             MSHD
 EH0627  HISTORY     - 20030210 GOOD             INDIV
 EH0627
 EH0627                          STATION DESCRIPTION
 EH0627
 EH0627'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0627'1.9 MI WNW FROM CLARKSDALE.
 EH0627'THE MARK IS LOCATED 1.9 MILES WNW OF THE COURTHOUSE IN CLARKSDALE NEAR
 EH0627'THE NE CEMETERY FENCE ON THE SE ANGLE OF THE INTERSECTION OF LEE DRIVE
 EH0627'AND OAKHURST AVENUE, 0.3 MILE NE OF THE COAHOMA COUNTY HIGH SCHOOL IN
 EH0627'THE SW 1/4 OF THE NW 1/4 OF SECTION 15, T 27N, R 4W.  IT IS 157.88
 EH0627'FEET NORTH OF THE STATION, 20 FEET SW OF THE CENTER OF OAKHURST
 EH0627'AVENUE, 9 FEET SOUTH OF THE SE END OF THE CENTER OF OAKHURST AVENUE, 9
 EH0627'FEET SOUTH OF THE SE END OF THE SE HEADWALL OF A STORM SEWER, 6.5 FEET
 EH0627'WEST OF A TELEPHONE CABLE POLE, 4 FEET SW OF THE CEMETERY FENCE AND A
 EH0627'METAL WITNESS POST SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 EH0627'ABOUT LEVEL WITH THE STREET AND PROJECTS 4 INCHES. TO REACH FROM THE
 EH0627'INTERSECTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SW ON U.S.
 EH0627'HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 322. TURN
 EH0627'RIGHT AND GO NW ON STATE HIGHWAY 322 FOR 1.4 MILES TO THE INTERSECTION
 EH0627'OF LEE DRIVE.  TURN RIGHT AND GO NORTH ON LEE DRIVE FOR 1 MILE TO THE
 EH0627'INTERSECTION OF OAKHURST AVENUE.  TURN RIGHT AND GO SE ON OAKHURST
 EH0627'AVENUE FOR ABOUT 150 FEET TO THE MARK ON THE RIGHT.
 EH0627
 EH0627                          STATION RECOVERY (2003)
 EH0627
 EH0627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DC)
 EH0627'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2792 ***********************************************************************
 EH2792  DESIGNATION -  CLARKSDALE VUMORE COMPANY MAST
 EH2792  PID         -  EH2792
 EH2792  STATE/COUNTY-  MS/COAHOMA
 EH2792  USGS QUAD   -  CLARKSDALE (1967)
 EH2792
 EH2792                         *CURRENT SURVEY CONTROL
 EH2792  ___________________________________________________________________
 EH2792* NAD 83(1993)-  34 12 43.93831(N)    090 35 52.05557(W)     ADJUSTED  
 EH2792* NAVD 88     -              **(meters)            **(feet)            
 EH2792  ___________________________________________________________________
 EH2792  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EH2792  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH2792  HORZ ORDER  -  THIRD
 EH2792
 EH2792.The horizontal coordinates were established by classical geodetic methods
 EH2792.and adjusted by the National Geodetic Survey in May 1994.
 EH2792
 EH2792
 EH2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2792
 EH2792.The geoid height was determined by GEOID03.
 EH2792
 EH2792;                    North         East     Units Scale Factor Converg.
 EH2792;SPC MS W     -   522,516.365   675,630.039   MT  0.99995732   -0 08 55.3
 EH2792;SPC MS W     - 1,714,289.11  2,216,629.55   sFT  0.99995732   -0 08 55.3
 EH2792;SPC AR S     -   572,304.508   529,205.603   MT  0.99992327   +0 47 05.3
 EH2792;SPC AR S     - 1,877,635.71  1,736,235.38   sFT  0.99992327   +0 47 05.3
 EH2792;UTM  15      - 3,788,294.700   721,309.469   MT  1.00020378   +1 21 04.4
 EH2792
 EH2792                          SUPERSEDED SURVEY CONTROL
 EH2792
 EH2792  NAD 83(1986)-  34 12 43.94841(N)    090 35 52.05442(W) AD(       ) 4
 EH2792  NAD 27      -  34 12 43.55725(N)    090 35 51.69563(W) AD(       ) 3
 EH2792
 EH2792.Superseded values are not recommended for survey control.
 EH2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2792.See file dsdata.txt to determine how the superseded data were derived.
 EH2792
 EH2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2130988295(NAD 83)
 EH2792_MARKER: 42 = RADIO/TV MAST
 EH2792
 EH2792  HISTORY     - Date     Condition        Report By
 EH2792  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2792  HISTORY     - 1973     GOOD             MSHD
 EH2792
 EH2792                          STATION DESCRIPTION
 EH2792
 EH2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2792'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  LOCATED
 EH2792'AT THE NORTHWEST EDGE OF CLARKSDALE, ABOUT 0.1 MILE NORTH
 EH2792'OF THE INTERSECTION OF SMITH STREET AND OAKRIDGE ROAD.  IT
 EH2792'IS A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 EH2792'ORANGE AND WHITE AND HAS SEVERAL ANTENNAS NEAR THE TOP.  IT IS
 EH2792'OWNED AND OPERATED BY THE VUMORE TELEVISION CABLE CO. AND
 EH2792'THE OVERALL HEIGHT IS 350 FEET.
 EH2792
 EH2792                          STATION RECOVERY (1973)
 EH2792
 EH2792'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2792'THE STATION WAS VISITED 1-9-73 AND WAS FOUND AS DESCRIBED IN 1965.
 EH2792'THE STATION IS LOCATED 1.5 MILES NW OF THE COURTHOUSE IN CLARKSDALE,
 EH2792'0.1 MILE NORTH OF THE JUNCTION OF SMITH STREET AND OAKHURST AVENUE
 EH2792'NEAR THE CENTER OF SECTION 15, T 27N, R 4W.  IT IS A GUYED STEEL
 EH2792'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND
 EH2792'IS 350 FEET HIGH.  THERE ARE SEVERAL ANTENNAS ATTACHED NEAR THE
 EH2792'TOP OF THE MAST.  IT IS OWNED AND OPERATED BY THE VUMORE
 EH2792'TELEVISION CABLE COMPANY.
 EH2792'
 EH2792'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2792'CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 1.65 MILES TO A SIDE ROAD
 EH2792'RIGHT JUST BEFORE REACHING STATE HIGHWAY 322.  TURN RIGHT AND GO
 EH2792'NORTH ON ANDERSON BLVD. FOR 0.9 MILE TO THE INTERSECTION OF SPRUCE
 EH2792'STREET.  TURN LEFT AND GO WEST ON SPRUCE STREET FOR 0.3 MILE TO
 EH2792'THE INTERSECTION OF SMITH STREET.  TURN RIGHT AND GO NORTH ON
 EH2792'SMITH STREET FOR 0.9 MILE TO THE INTERSECTION OF OAKHURST AVENUE AND
 EH2792'THE MAST IS STRAIGHT AHEAD.
 EH2792'
 EH2792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NW OF
 EH2792'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1922 ***********************************************************************
 DJ1922  DESIGNATION -  CLAY LOT
 DJ1922  PID         -  DJ1922
 DJ1922  STATE/COUNTY-  MS/CLAY
 DJ1922  USGS QUAD   -  SPARTA (1987)
 DJ1922
 DJ1922                         *CURRENT SURVEY CONTROL
 DJ1922  ___________________________________________________________________
 DJ1922* NAD 83(1993)-  33 45 09.93567(N)    088 52 40.60872(W)     ADJUSTED  
 DJ1922* NAVD 88     -              **(meters)            **(feet)            
 DJ1922  ___________________________________________________________________
 DJ1922  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DJ1922  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DJ1922  HORZ ORDER  -  THIRD
 DJ1922
 DJ1922.The horizontal coordinates were established by classical geodetic methods
 DJ1922.and adjusted by the National Geodetic Survey in May 1994.
 DJ1922
 DJ1922
 DJ1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1922
 DJ1922.The geoid height was determined by GEOID03.
 DJ1922
 DJ1922;                    North         East     Units Scale Factor Converg.
 DJ1922;SPC MS E     -   471,525.573   295,866.692   MT  0.99995021   -0 01 29.2
 DJ1922;SPC MS E     - 1,546,996.82    970,689.31   sFT  0.99995021   -0 01 29.2
 DJ1922;UTM  16      - 3,736,327.153   326,062.841   MT  0.99997298   -1 02 37.2
 DJ1922
 DJ1922                          SUPERSEDED SURVEY CONTROL
 DJ1922
 DJ1922  NAD 83(1993)-  33 45 09.94556(N)    088 52 40.60479(W) AD(       ) 4
 DJ1922  NAD 83(1986)-  33 45 09.94615(N)    088 52 40.60512(W) AD(       ) 4
 DJ1922  NAD 27      -  33 45 09.52470(N)    088 52 40.41024(W) AD(       ) 3
 DJ1922
 DJ1922.Superseded values are not recommended for survey control.
 DJ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1922.See file dsdata.txt to determine how the superseded data were derived.
 DJ1922
 DJ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2606336327(NAD 83)
 DJ1922_MARKER: 57 = LOOKOUT TOWER
 DJ1922
 DJ1922  HISTORY     - Date     Condition        Report By
 DJ1922  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1922
 DJ1922                          STATION DESCRIPTION
 DJ1922
 DJ1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1922'THE STATION IS THE CENTER OF THE BASE OF THE MISSISSIPPI STATE
 DJ1922'FOREST SERVICE, CLAY LOOKOUT TOWER THAT IS LOCATED ABOUT 5-1/2
 DJ1922'MILES SOUTH OF MCCONDY, 5 MILES NORTHEAST OF MONTPELIER AND 2
 DJ1922'MILES WEST OF STATE HIGHWAY 47.  THE TOWER IS A FOUR LEGGED
 DJ1922'STEEL STRUCTURE 100 FEET IN HEIGHT SURMOUNTED BY A SMALL
 DJ1922'HOUSE.  THE OVERALL HEIGHT BEING 110 FEET.
 DJ1922'
 DJ1922'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BARR
 DJ1922'1935 WITH THE DISTANCE BEING 44.76 FEET OR 13.642 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1578 ***********************************************************************
 BV1578  DESIGNATION -  CLAYBORN
 BV1578  PID         -  BV1578
 BV1578  STATE/COUNTY-  MS/JASPER
 BV1578  USGS QUAD   -  WALDRUP (1982)
 BV1578
 BV1578                         *CURRENT SURVEY CONTROL
 BV1578  ___________________________________________________________________
 BV1578* NAD 83(1993)-  31 53 13.37390(N)    089 02 29.03586(W)     ADJUSTED  
 BV1578* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BV1578  ___________________________________________________________________
 BV1578  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BV1578  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BV1578  HORZ ORDER  -  FIRST
 BV1578
 BV1578.The horizontal coordinates were established by classical geodetic methods
 BV1578.and adjusted by the National Geodetic Survey in May 1994.
 BV1578
 BV1578.The orthometric height was scaled from a topographic map.
 BV1578
 BV1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1578
 BV1578.The geoid height was determined by GEOID03.
 BV1578
 BV1578;                    North         East     Units Scale Factor Converg.
 BV1578;SPC MS E     -   264,644.064   280,316.136   MT  0.99995478   -0 06 35.7
 BV1578;SPC MS E     -   868,253.07    919,670.52   sFT  0.99995478   -0 06 35.7
 BV1578;UTM  16      - 3,529,733.367   306,924.771   MT  1.00005976   -1 04 43.3
 BV1578
 BV1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1578!SPC MS E     -   0.99998140  x   0.99995478  =   0.99993618
 BV1578!UTM  16      -   0.99998140  x   1.00005976  =   1.00004116
 BV1578
 BV1578|---------------------------------------------------------------------|
 BV1578| PID    Reference Object                     Distance      Geod. Az  |
 BV1578|                                                           dddmmss.s |
 BV1578| BV1891 CLAYBORN RM 4                        13.412 METERS 01916     |
 BV1578| BV1573 VOSSBURG MICROWAVE STA KKC 51       APPROX. 9.8 KM 0571844.3 |
 BV1578| CG1370 CLAYBORN AZ MK                                     0591502.4 |
 BV1578| BV1893 CLAYBORN AZ MK RESET                               0683321.1 |
 BV1578| BV1576 HEIDELBERG MUNICIPAL TANK           APPROX. 5.3 KM 0855245.8 |
 BV1578| BV1892 CLAYBORN RM 5                        11.053 METERS 15615     |
 BV1578| CG1371 CLAYBORN RM 1                        37.161 METERS 17841     |
 BV1578| BV1577 HEIDELBERG LOOKOUT TOWER 1956        32.400 METERS 23033     |
 BV1578| CG1373 CLAYBORN RM 3                        20.922 METERS 23547     |
 BV1578| CG1372 CLAYBORN RM 2                        28.593 METERS 28002     |
 BV1578|---------------------------------------------------------------------|
 BV1578
 BV1578                          SUPERSEDED SURVEY CONTROL
 BV1578
 BV1578  NAD 83(1986)-  31 53 13.38756(N)    089 02 29.03658(W) AD(       ) 1
 BV1578  NAD 27      -  31 53 12.82800(N)    089 02 28.83700(W) AD(       ) 1
 BV1578
 BV1578.Superseded values are not recommended for survey control.
 BV1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1578.See file dsdata.txt to determine how the superseded data were derived.
 BV1578
 BV1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA0692529733(NAD 83)
 BV1578_MARKER: DS = TRIANGULATION STATION DISK
 BV1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1578_SP_SET: CONCRETE POST
 BV1578_STAMPING: CLAYBORN 1935
 BV1578_MARK LOGO: CGS   
 BV1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1578+STABILITY: SURFACE MOTION
 BV1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1578+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 BV1578
 BV1578  HISTORY     - Date     Condition        Report By
 BV1578  HISTORY     - 1935     MONUMENTED       CGS
 BV1578  HISTORY     - 1935     GOOD             CGS
 BV1578  HISTORY     - 1956     GOOD             CGS
 BV1578  HISTORY     - 1958     GOOD             MSHD
 BV1578  HISTORY     - 1966     GOOD             MSHD
 BV1578  HISTORY     - 1966     GOOD             CGS
 BV1578  HISTORY     - 1971     GOOD             MSSU
 BV1578  HISTORY     - 19940113 GOOD             MSHD
 BV1578
 BV1578                          STATION DESCRIPTION
 BV1578
 BV1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1578'ABOUT 3-1/2 MILES WEST OF HEIDELBERG, ON THE NORTH SIDE OF THE ROAD
 BV1578'AND ALMOST OPPOSITE THE SITE OF THE OLD CLAYBORN SCHOOL, ON PROPERTY
 BV1578'BELONGING TO M. H. MCDONALD, ON THE FENCE LINE BETWEEN TWO
 BV1578'CULTIVATED FIELDS, 125 YARDS NORTH OF CLAYBORN SCHOOL, ABOUT 120
 BV1578'YARDS EAST-NORTHEAST OF A SMALL HOUSE, AND ABOUT 75 YARDS
 BV1578'NORTH-NORTHWEST OF THE ROAD.
 BV1578'
 BV1578'TO REACH FROM HEIDELBERG, TURN OFF U.S. HIGHWAY 11 ONTO ROAD LEADING
 BV1578'OUT TO THE NORTH AT THE CHURCH IN THE WEST PART OF TOWN, AT 0.1 MILE
 BV1578'KEEP LEFT-HAND FORK AND CONTINUE FOR 0.25 MILE TO ANOTHER FORK,
 BV1578'KEEP LEFT-HAND FORK AND CONTINUE FOR 1.7 MILES TO ANOTHER FORK, AT
 BV1578'THIS POINT KEEP TO LEFT ON MAIN-TRAVELED ROAD FOR 2.3 MILES TO
 BV1578'CLAYBORN SCHOOLHOUSE ON LEFT AND STATION ON RIGHT.
 BV1578'
 BV1578'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1578'BRONZE DISKS SET IN CONCRETE.
 BV1578'
 BV1578'REFERENCE MARK NO. 1 IS A LITTLE EAST OF SOUTH OF THE STATION, ALONG
 BV1578'AND 2 FEET EAST OF FENCE LINE, AT THE NORTH END OF A LINE OF SMALL
 BV1578'TREES ON FENCE LINE.
 BV1578'
 BV1578'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION ON THE TOP OF
 BV1578'DRAINAGE TERRACE IN CULTIVATED FIELD.
 BV1578'
 BV1578'AZIMUTH MARK IS EAST-NORTHEAST OF AND 0.3 MILE BY ROAD FROM THE
 BV1578'STATION, ALONG A ROAD, 22 YARDS SOUTH OF A HOUSE, 25 FEET NORTHWEST
 BV1578'OF THE CENTER LINE OF THE ROAD AND 4 FEET SOUTHWEST OF A FENCE
 BV1578'CORNER.
 BV1578'
 BV1578'A 77-FOOT TOWER IS REQUIRED.
 BV1578'
 BV1578'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1578
 BV1578                          STATION RECOVERY (1935)
 BV1578
 BV1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BV1578'RECOVERED IN GOOD CONDITION.
 BV1578
 BV1578                          STATION RECOVERY (1956)
 BV1578
 BV1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1578'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION. R.M. 2 WAS
 BV1578'IN POOR CONDITION, EVIDENTLY MOVED BY MACHINERY AND WAS DESTROYED.
 BV1578'THE AZIMUTH MARK WAS NOT RECOVERED. INDICATIONS ARE THAT THE MARK
 BV1578'WAS DESTROYED BY MACHINERY. A NEW AZIMUTH MARK AND R.M. 3 WERE
 BV1578'ESTABLISHED. THE DIRECTION TO R.M. 1 CHECKED. A DIFFERENCE OF
 BV1578'0.04 FOOT LONGER WAS FOUND IN THE DISTANCE TO R.M. 1. THE
 BV1578'DISTANCE WAS RE-CHECKED. THE HOUSE AND SCHOOL MENTIONED IN THE
 BV1578'ORIGINAL DESCRIPTION HAVE BEEN TORN DOWN OR MOVED. THE
 BV1578'STATION IS NOT IN A FENCE LINE AS ORIGINALLY DESCRIBED.
 BV1578'
 BV1578'A COMPLETE DESCRIPTION FOLLOWS--
 BV1578'
 BV1578'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF VOSSBURG, 3-1/2
 BV1578'MILES WEST OF HEIDELBERG, NEAR THE HIGHEST POINT OF A HILL, IN A
 BV1578'NORTH-SOUTH ROW OF SMALL TREES, AT THE WEST EDGE OF MCDONALD CAMP
 BV1578'(A HOUSING UNIT OWNED BY THE GULF OIL CO.) AND IS ON PROPERTY
 BV1578'OWNED BY MR. F.E. MCDONALD. THE STATION IS ABOUT 225 FEET NORTH OF
 BV1578'A PAVED ROAD, 106 FEET NORTHEAST OF THE CENTER OF HEIDELBERG
 BV1578'LOOKOUT TOWER (A PROMINENT WOODEN TOWER), 13 FEET WEST OF A
 BV1578'FENCE, 13 FEET NORTH OF A 10 INCH WILD CHERRY TREE AND 6 FEET
 BV1578'EAST OF A FENCE AND WHITE WITNESS POST. THE MARK PROJECTS 6
 BV1578'INCHES AND THE DISK IS STAMPED CLAYBORN 1935.
 BV1578'
 BV1578'TO REACH THE STATION FROM THE INTERSECTION OF THE RAILROAD CROSSING
 BV1578'WITH STATE HIGHWAY 528 IN THE EAST SECTION OF HEIDELBERG, GO WEST
 BV1578'AND NORTHWEST ON HIGHWAY 528 FOR 2.1 MILES TO A SIDE ROAD LEFT JUST
 BV1578'AFTER CROSSING A CONCRETE BRIDGE. TURN LEFT AND GO WEST AND
 BV1578'SOUTHWEST FOR 2.0 MILES ON PAVED ROAD TO THE AZIMUTH MARK ON THE
 BV1578'RIGHT, NEAR THE ENTRANCE TO MCDONALD CAMP. CONTINUE WESTERLY ON
 BV1578'PAVED ROAD FOR 0.2 MILE TO A DIRT LANE ON THE RIGHT JUST BEFORE
 BV1578'REACHING THE LOOKOUT TOWER ON THE RIGHT. TURN RIGHT AND GO
 BV1578'NORTH ON DIRT LANE FOR ABOUT 225 FEET TO THE STATION ON THE LEFT
 BV1578'BETWEEN 2 FENCES.
 BV1578'
 BV1578'REFERENCE MARK 1 IS 98 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE
 BV1578'LOOKOUT TOWER, 37 FEET SOUTH OF A THREE-TRUNKED SASSAFRAS TREE AND
 BV1578'11 FEET WEST OF A FENCE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 BV1578'STAMPED CLAYBORN NO 1 1935.
 BV1578'
 BV1578'REFERENCE MARK 3 IS 24 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 BV1578'LOOKOUT TOWER, 14 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 BV1578'FENCE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLAYBORN
 BV1578'NO 3 1935.
 BV1578'
 BV1578'THE AZIMUTH MARK IS 97 FEET EAST OF THE NORTHEAST CORNER OF HOUSE
 BV1578'NO. 222 OF THE GULF OIL CO. HOUSING CAMP, 26 FEET EAST OF THE CENTER
 BV1578'OF A PAVED DRIVEWAY, 26 FEET WEST OF THE CENTER OF A PAVED ROAD, 2
 BV1578'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE. THE
 BV1578'MARK IS FLUSH AND THE DISK IS STAMPED CLAYBORN 1935 RESET 1956.
 BV1578'
 BV1578'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS
 BV1578
 BV1578                          STATION RECOVERY (1958)
 BV1578
 BV1578'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BV1578'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BV1578'DESCRIBED.
 BV1578
 BV1578                          STATION RECOVERY (1966)
 BV1578
 BV1578'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1578'THE STATION WAS VISITED 3-1-66 AND THE STATION AND AZIMUTH MARK WERE
 BV1578'FOUND IN GOOD CONDITION. R.M. 1 AND R.M. 2 WERE NOT FOUND.
 BV1578'
 BV1578'TO REACH THE STATION FROM THE U.S. POST OFFICE ON OAK AVENUE IN
 BV1578'HEIDELBERG GO SOUTH FOR APPROXIMATELY 100 FEET TO THE INTERSECTION
 BV1578'OF HIGHWAY 528, TURN RIGHT AND GO 0.1 MILE TO A T INTERSECTION,
 BV1578'TURN RIGHT AND CONTINUE ON HIGHWAY 528 FOR 1.95 MILES TO A SIDE
 BV1578'ROAD LEFT, TURN LEFT AND GO 2.1 MILES TO THE AZIMUTH ON THE
 BV1578'RIGHT. TO REACH THE STATION CONTINUE FOR 0.2 MILES TO A DIRT LANE ON
 BV1578'THE RIGHT AT THE END OF THE PAVED STREET IN A HOUSING PROJECT,
 BV1578'TURN RIGHT THROUGH A CATTLE GAP AND FOLLOW THE LANE TO THE LEFT OF
 BV1578'A GARAGE FOR APPROXIMATELY 225 FEET TO THE STATION ON THE
 BV1578'LEFT. (NOTE) THE FIRE TOWER MENTIONED IN THE PREVIOUS DESCRIPTION
 BV1578'HAS BEEN TORN DOWN. THE STATION DISK IS STAMPED CLAYBORN (1935)
 BV1578'AND PROJECTS 6 INCHES.
 BV1578'
 BV1578'IT IS 22 FEET WEST OF THE CENTER OF A LANE, 13 FEET WEST OF A FENCE
 BV1578'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BV1578'
 BV1578'THE AZIMUTH MARK IS 49.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BV1578'CATTLE GAP, 26 FEET EAST OF THE CENTER OF THE CENTER OF A BLACKTOP
 BV1578'DRIVE, 26 FEET WEST OF A BLACKTOP ROAD, 1.5 WEST OF A METAL WITNESS
 BV1578'POST, 1 FOOT WEST OF A FENCE, STAMPED CLAYBORN (1935) RESET (1956)
 BV1578'AND FLUSH.
 BV1578
 BV1578                          STATION RECOVERY (1966)
 BV1578
 BV1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BV1578'THE STATION WAS VISITED 11-17-66 AND STATION MARK, AND AZIMUTH MARK
 BV1578'WERE FOUND IN GOOD CONDITION. RM NO. 1 AND RM NO. 3 WERE FOUND
 BV1578'DESTROYED, THE DISKS WERE NOT RECLAIMED. RM NO. 4 AND RM NO. 5 WERE
 BV1578'ESTABLISHED AT THIS DATE. THE AREA AT THE STATION IS NOW UNDER
 BV1578'CULTIVATION AND THE LOOKOUT TOWER HAS BEEN DISMANTLED. A NEW
 BV1578'DESCRIPTION FOLLOWS.
 BV1578'
 BV1578'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF HEIDLEBURG, AND 7
 BV1578'MILES SOUTHWEST OF VOSSBURG, ON THE HIGHEST POINT OF A HIGH HILL AT
 BV1578'THE WEST END OF THE OLD MCDONALD CAMP (A HOUSING UNIT FOR GULF OIL
 BV1578'COMPANY), ON PROPERTY OWNED BY F.E. MCDONALD. THE STATION IS 263
 BV1578'FT.  N OF THE CENTER OF PAVED ROAD, 73 FT. NNW OF NORTHWEST CORNER
 BV1578'OF A SMALL WHITE GARAGE OWNED BY MR. WATSON, 100 FT. NNE OF
 BV1578'NORTHEAST CORNER OF SMALL WOOD BUILDING IN FIELD, 15 FT. W OF
 BV1578'FENCE LINE, 82 FT. SSW OF A FENCE CORNER, 73 FT. S OF POWER POLE
 BV1578'WITH TRANSFORMER, ABOUT 75 YARDS EAST OF TWO STORAGE TANKS AND
 BV1578'ABOUT 150 YARDS SOUTH OF AN OIL WELL, 125 FT. SW OF CENTER OF
 BV1578'SMALL WATER TANK, ABOUT 25 FT. HIGH WITH GULF SIGN ON SOUTH SIDE,
 BV1578'1.5 FT. N OF METAL WITNESS POST. IT IS A STANDARD DISK STAMPED
 BV1578'CLAYBORN 1935, PROJECTING 6 INCHES.
 BV1578'
 BV1578'REFERENCE MARK NO. 4 IS 44.00 FT. NNE OF STATION, 1 FOOT E OF N-S
 BV1578'FENCE LINE, 1 FOOT S OF METAL WITNESS POST, 39 FT. S OF FENCE
 BV1578'CORNER, 82 FT. SW OF WATER TANK, 34 FT. SSE OF POWER POLE WITH
 BV1578'TRANSFORMER. IT IS A STANDARD DISK STAMPED CLAYBORN 1935 NO. 4
 BV1578'1966 PROJECTING 6 INCHES.
 BV1578'
 BV1578'REFERENCE MARK NO. 5 IS 36.26 FT. SSE OF STATION, 1 FOOT E OF N-S
 BV1578'FENCE LINE, 1.5 FT. N OF METAL WITNESS POST, 36 FT. NW OF NORTHWEST
 BV1578'CORNER OF WHITE GARAGE, 80 FT. NE OF NORTHEAST CORNER OF BUILDING
 BV1578'IN FIELD. IT IS A STANDARD DISK STAMPED CLAYBORN 1935 NO. 5 1966
 BV1578'PROJECTING 6 INCHES.
 BV1578'
 BV1578'THE AZIMUTH MARK IS 0.25 MILE NE OF STATION, 1.5 FT. W OF METAL
 BV1578'WITNESS POST, 97 FT. E OF THE NORTHEAST CORNER OF A WHITE HOUSE, 25
 BV1578'FT. E OF THE CENTERLINE OF PAVED ROAD, 2.7 FT. W OF THE CENTERLINE
 BV1578'OF PAVED ROAD (HIGHWAY), 1.5 FT. W OF FENCE LINE, 51 FT. SE OF
 BV1578'SOUTHEAST CORNER OF A CATTLE GUARD, 9 FT. N OF 12 INCH OAK TREE,
 BV1578'16 FT. S OF 12 INCH OAK TREE. IT IS A STANDARD DISK STAMPED
 BV1578'CLAYBORN 1935 RESET 1956 FLUSH WITH GROUND.
 BV1578'
 BV1578'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HEIDLEBURG, GO
 BV1578'W ON STATE HIGHWAY 528 FOR 0.9 MILE TO SCHOOL ON RIGHT, CONTINUE
 BV1578'WEST FOR 1.2 MILES TO A FORK JUST AFTER CROSSING A CONCRETE BRIDGE,
 BV1578'TAKE LEFT FORK AND GO SOUTHWEST FOR 2.0 MILES TO THE AZIMUTH MARK
 BV1578'ON THE RIGHT, CONTINUE 0.2 MILE TO A DRIVEWAY RIGHT, TURN RIGHT
 BV1578'AND GO ABOUT 260 FT. TO THE STATION ON THE LEFT.
 BV1578
 BV1578                          STATION RECOVERY (1971)
 BV1578
 BV1578'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (RT)
 BV1578'CLAYBORN 1935 GOOD.
 BV1578'
 BV1578'CLAYBORN 1935 NO 4 1966 GOOD.
 BV1578'
 BV1578'CLAYBORN 1935 NO 5 1966 GOOD.
 BV1578'
 BV1578'CLAYBORN 1935 RESET 1956 GOOD.
 BV1578'
 BV1578'RECOVERED AS DESCRIBED BY A.K.H. IN 1966.
 BV1578
 BV1578                          STATION RECOVERY (1994)
 BV1578
 BV1578'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994
 BV1578'THE MARK IS LOCATED ABOUT 15.8 MI (25.4 KM) SOUTHEAST OF BAY SPRINGS,
 BV1578'14.2 MI (22.9 KM) NORTHEAST OF LAUREL, 7.0 MI (11.3 KM) NORTH OF
 BV1578'SANDERSVILLE, 3.2 MI (5.1 KM) WEST OF HEIDELBERG 0.1 MI (0.2 KM) EAST
 BV1578'OF A WATER TANK AND IS IN SECTION 35, T 1N, R 12E.
 BV1578'TO REACH FROM THE STATE HIGHWAY 528 BRIDGE OVER I-59 AT THE NORTHWEST
 BV1578'EDGE OF HEIDELBERG, GO SOUTHEAST ON STATE HIGHWAY 528 FOR 0.4 MI
 BV1578'(0.6 KM) TO AN ANGLING SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON A
 BV1578'PAVED ROAD FOR 1.1 MI (1.8 KM) TO THE I-59 OVERPASS, CONTINUE WEST
 BV1578'AND SOUTHWEST ON A PAVED ROAD FOR 1.2 MI (1.9 KM) TO THE MARK ON THE
 BV1578'RIGHT.
 BV1578'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 BV1578'PROJECTING 7 INCHES, 263.0 FT (80.2 M) NORTH OF THE CENTER OF A PAVED
 BV1578'PROAD, 125.0 FT (38.1 M) SOUTHWEST OF THE CENTER OF A SMALL WATER
 BV1578'TANK, 102.0 FT (31.1 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 BV1578'101.0 FT (30.8 M) NORTHEAST OF THE NORTHEAST CORNER OF A TALL METAL
 BV1578'BUILDING, 73.0 FT (22.3 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 BV1578'A WHITE WOOD FRAME GARAGE, 73.0 FT (22.3 M) SOUTH OF A POWER POLE
 BV1578'WITH A TRANSFORMER, 15.0 FT (4.6 M) WEST OF A FENCE AND 1.5 FT
 BV1578'(0.5 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0079 ***********************************************************************
 EH0079  DESIGNATION -  CLAYTON AZ MK
 EH0079  PID         -  EH0079
 EH0079  STATE/COUNTY-  MS/TUNICA
 EH0079  USGS QUAD   -  DUNDEE (1982)
 EH0079
 EH0079                         *CURRENT SURVEY CONTROL
 EH0079  ___________________________________________________________________
 EH0079* NAD 83(1986)-  34 36 18.     (N)    090 23 46.     (W)     SCALED    
 EH0079* NAVD 88     -        57.505  (meters)     188.66   (feet)  ADJUSTED  
 EH0079  ___________________________________________________________________
 EH0079  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH0079  DYNAMIC HT  -          57.451 (meters)     188.49  (feet)  COMP
 EH0079  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 EH0079
 EH0079  VERT ORDER  -  FIRST     CLASS I
 EH0079
 EH0079.The horizontal coordinates were scaled from a topographic map and have
 EH0079.an estimated accuracy of +/- 6 seconds.
 EH0079
 EH0079.The orthometric height was determined by differential leveling
 EH0079.and adjusted in July 1994.
 EH0079
 EH0079.The geoid height was determined by GEOID03.
 EH0079
 EH0079.The dynamic height is computed by dividing the NAVD 88
 EH0079.geopotential number by the normal gravity value computed on the
 EH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0079.degrees latitude (g = 980.6199 gals.).
 EH0079
 EH0079.The modeled gravity was interpolated from observed gravity values.
 EH0079
 EH0079;                    North         East    Units  Estimated Accuracy
 EH0079;SPC MS W     -   566,060.      694,240.      MT  (+/- 180 meters Scaled)
 EH0079
 EH0079                          SUPERSEDED SURVEY CONTROL
 EH0079
 EH0079  NAVD 88 (06/15/91)   57.520  (m)          188.71   (f) UNKNOWN     1 1
 EH0079  NGVD 29 (??/??/??)   57.555  (m)          188.83   (f) ADJUSTED    1 1
 EH0079
 EH0079.Superseded values are not recommended for survey control.
 EH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0079.See file dsdata.txt to determine how the superseded data were derived.
 EH0079
 EH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU387323(NAD 83)
 EH0079_MARKER: DZ = AZIMUTH MARK DISK
 EH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0079_SP_SET: CONCRETE POST
 EH0079_STAMPING: CLAYTON 1956
 EH0079_MARK LOGO: CGS   
 EH0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0079+STABILITY: SURFACE MOTION
 EH0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0079+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EH0079
 EH0079  HISTORY     - Date     Condition        Report By
 EH0079  HISTORY     - 1956     MONUMENTED       CGS
 EH0079  HISTORY     - 1974     GOOD             NGS
 EH0079  HISTORY     - 1983     GOOD             USPSQD
 EH0079  HISTORY     - 19920122 GOOD             NGS
 EH0079  HISTORY     - 20030528 POOR             USACE
 EH0079
 EH0079                          STATION DESCRIPTION
 EH0079
 EH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0079'2.55 MI SW FROM EVANSVILLE.
 EH0079'ABOUT 2.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION
 EH0079'WITH STATE HIGHWAY 4, 55 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 EH0079'HIGHWAY, ABOUT 120 FEET NORTHEAST OF A METAL UNDERGROUND CABLE MARKER
 EH0079'BOX, 1 FOOT SOUTHWEST OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL
 EH0079'WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 EH0079'CONCRETE POST PROJECTING 0.6 FOOT.  SECTION 31, T 5S, R 11W.
 EH0079
 EH0079                          STATION RECOVERY (1983)
 EH0079
 EH0079'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0079'RECOVERED IN GOOD CONDITION.
 EH0079
 EH0079                          STATION RECOVERY (1992)
 EH0079
 EH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0079'9.8 KM (6.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0079'STATE HIGHWAY 4 IN TUNICA, 169.0 M (554.5 FT) NORTH OF THE CENTER OF
 EH0079'A FIELD ENTRANCE, 17.2 M (56.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 EH0079'9.7 M (31.8 FT) NORTH OF AN UNDERGROUND CABLE WARNING SIGN AND
 EH0079'JUNCTION BOX NUMBER PED 56A LP6, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 EH0079'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT)
 EH0079'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 EH0079'SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND IS LEANING TO THE WEST,
 EH0079'BUT IS SOLID IN PLACE.
 EH0079
 EH0079                          STATION RECOVERY (2003)
 EH0079
 EH0079'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0079'FOUND MARK INTACT BUT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0077 ***********************************************************************
 EH0077  DESIGNATION -  CLAYTON RESET
 EH0077  PID         -  EH0077
 EH0077  STATE/COUNTY-  MS/TUNICA
 EH0077  USGS QUAD   -  DUNDEE (1982)
 EH0077
 EH0077                         *CURRENT SURVEY CONTROL
 EH0077  ___________________________________________________________________
 EH0077* NAD 83(1993)-  34 35 51.96557(N)    090 23 55.71821(W)     ADJUSTED  
 EH0077* NAVD 88     -        57.691  (meters)     189.27   (feet)  ADJUSTED  
 EH0077  ___________________________________________________________________
 EH0077  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EH0077  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0077  DYNAMIC HT  -          57.636 (meters)     189.09  (feet)  COMP
 EH0077  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 EH0077
 EH0077  HORZ ORDER  -  THIRD
 EH0077  VERT ORDER  -  FIRST     CLASS I
 EH0077
 EH0077.The horizontal coordinates were established by classical geodetic methods
 EH0077.and adjusted by the National Geodetic Survey in May 1994.
 EH0077
 EH0077.The orthometric height was determined by differential leveling
 EH0077.and adjusted in June 1991.
 EH0077
 EH0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0077
 EH0077.The geoid height was determined by GEOID03.
 EH0077
 EH0077.The dynamic height is computed by dividing the NAVD 88
 EH0077.geopotential number by the normal gravity value computed on the
 EH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0077.degrees latitude (g = 980.6199 gals.).
 EH0077
 EH0077.The modeled gravity was interpolated from observed gravity values.
 EH0077
 EH0077;                    North         East     Units Scale Factor Converg.
 EH0077;SPC MS W     -   565,254.963   693,993.897   MT  0.99995044   -0 02 13.8
 EH0077;SPC MS W     - 1,854,507.32  2,276,878.31   sFT  0.99995044   -0 02 13.8
 EH0077;SPC AR S     -   615,336.135   546,870.436   MT  0.99996669   +0 53 46.2
 EH0077;SPC AR S     - 2,018,815.30  1,794,190.76   sFT  0.99996669   +0 53 46.2
 EH0077;UTM  15      - 3,831,514.497   738,547.845   MT  1.00030145   +1 28 39.7
 EH0077
 EH0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0077!SPC MS W     -   0.99999517  x   0.99995044  =   0.99994561
 EH0077!SPC AR S     -   0.99999517  x   0.99996669  =   0.99996186
 EH0077!UTM  15      -   0.99999517  x   1.00030145  =   1.00029661
 EH0077
 EH0077|---------------------------------------------------------------------|
 EH0077| PID    Reference Object                     Distance      Geod. Az  |
 EH0077|                                                           dddmmss.s |
 EH0077| EH0078 CLAYTON RM 2                         36.451 METERS 00123     |
 EH0077| EH2683 TUNICA FEDERAL COMPRESS SE TK       APPROX. 6.6 KM 0120907.6 |
 EH0077| EH0079 CLAYTON AZ MK                                      0160306.7 |
 EH0077| EH0076 CLAYTON RM 1                         68.732 METERS 11813     |
 EH0077|---------------------------------------------------------------------|
 EH0077
 EH0077                          SUPERSEDED SURVEY CONTROL
 EH0077
 EH0077  NAD 83(1986)-  34 35 51.97186(N)    090 23 55.71939(W) AD(       ) 3
 EH0077  NAD 27      -  34 35 51.59300(N)    090 23 55.36500(W) AD(       ) 3
 EH0077  NGVD 29 (??/??/??)   57.727  (m)          189.39   (f) ADJUSTED    1 1
 EH0077
 EH0077.Superseded values are not recommended for survey control.
 EH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0077.See file dsdata.txt to determine how the superseded data were derived.
 EH0077
 EH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3854831514(NAD 83)
 EH0077_MARKER: DS = TRIANGULATION STATION DISK
 EH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0077_SP_SET: CONCRETE POST
 EH0077_STAMPING: CLAYTON 1956 1967
 EH0077_MARK LOGO: CGS   
 EH0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0077+STABILITY: SURFACE MOTION
 EH0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0077+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0077
 EH0077  HISTORY     - Date     Condition        Report By
 EH0077  HISTORY     - 1956     MONUMENTED       CGS
 EH0077  HISTORY     - 1967     GOOD             CGS
 EH0077  HISTORY     - 1974     GOOD             NGS
 EH0077  HISTORY     - 1974     GOOD             NGS
 EH0077  HISTORY     - 1981     GOOD             LOCSUR
 EH0077  HISTORY     - 19920122 GOOD             NGS
 EH0077  HISTORY     - 20030528 GOOD             USACE
 EH0077
 EH0077                          STATION DESCRIPTION
 EH0077
 EH0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH0077'THE STATION IS APPROXIMATELY 6 MILES SOUTH OF TUNICA, 1
 EH0077'MILE EAST OF CLAYTON, IN THE SOUTH SIDE OF SECTION 31, T. 5
 EH0077'S., R. 11 W., ON THE PROPERTY OF MR. C.S. WILSON AND ACROSS
 EH0077'THE HIGHWAY FROM THE COX BROS. PURE OIL SERVICE STATION AND
 EH0077'STORE.
 EH0077'
 EH0077'TO REACH FROM THE CROSSROADS AT THE TUNICA MOTEL AT THE
 EH0077'SOUTHEAST EDGE OF TUNICA, GO SOUTH ON U.S. HIGHWAY 61 FOR
 EH0077'5.75 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 EH0077'ON U.S. HIGHWAY 61 FOR 0.45 MILE TO THE COX BROS. SERVICE
 EH0077'STATION ON THE RIGHT AND THE STATION ON THE LEFT.
 EH0077'
 EH0077'THE STATION MARKS, ARE STANDARD DISKS STAMPED CLAYTON 1956.
 EH0077'THE SURFACE MARK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 EH0077'THE SURFACE OF THE GROUND.  IT IS 128 FEET NORTH OF THE
 EH0077'CENTER OF AN EAST-WEST GRAVEL ROAD, 117 FEET WEST OF THE
 EH0077'SOUTHWEST CORNER OF A GARAGE BUILDING BUILT OF CONCRETE
 EH0077'BLOCKS, 87 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 61
 EH0077'AND 77-1/2 FEET NORTHEAST OF A POWER POLE.  THE UNDERGROUND
 EH0077'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 EH0077'THE SURFACE OF THE GROUND.
 EH0077'
 EH0077'REFERENCE MARK NO. 1, STAMPED CLAYTON NO. 1 1956, IS A STANDARD
 EH0077'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 EH0077'IT IS 87-1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 EH0077'THE GARAGE BUILDING, 22 FEET NORTH OF THE CENTER OF THE
 EH0077'GRAVEL ROAD AND 1 FOOT WEST OF A POWER POLE.
 EH0077'
 EH0077'REFERENCE MARK NO. 2, STAMPED CLAYTON NO. 2 1956, IS A STANDARD
 EH0077'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 EH0077'IT IS 165 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE
 EH0077'BUILDING, 55 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 EH0077'61 AND 1-1/2 FEET SOUTH OF A POWER POLE.
 EH0077'
 EH0077'THE AZIMUTH MARK, STAMPED CLAYTON 1956, IS A STANDARD DISK
 EH0077'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 EH0077'123 FEET SOUTH OF A CONCRETE, HIGHWAY RIGHT-OF-WAY POST,
 EH0077'55 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 61 AND 1 FOOT
 EH0077'SOUTH OF A POWER POLE.  A WITNESS POST WAS SET 1 FOOT
 EH0077'NORTHWEST OF THE MARK.
 EH0077'
 EH0077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH0077
 EH0077                          STATION RECOVERY (1967)
 EH0077
 EH0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EH0077'THE STATION WAS VISITED 6-22-67 AND THE AZIMUTH MARK AND RM NO. 1
 EH0077'AND RM NO. 2 WERE FOUND IN GOOD CONDITION.  THE SURFACE DISK FOR THE
 EH0077'STATION WAS FOUND MISSING WITH ONLY THE SHANK OF DISK REMAINING.  A
 EH0077'NEW DISK WAS SET IN MONUMENT.  THE GARAGE BUILDING IS NOW
 EH0077'ABANDONED AND SHOWS SIGNS OF BEING TORN DOWN.  A NEW DESCRIPTION
 EH0077'FOLLOWS--
 EH0077'
 EH0077'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF TUNICA, 1 MILE EAST OF
 EH0077'CLAYTON IN THE SOUTH EDGE OF SEC. 31, T 5 S, R 11 W, ON PROPERTY
 EH0077'OWNED BY MR. C.S. WILSON IN THE NORTHEAST ANGLE OF A CROSSROAD AND
 EH0077'ACROSS THE HIGHWAY (EAST) OF A PURE OIL SERVICE STATION, 87 FT.
 EH0077'EAST OF THE CENTERLINE OF U.S. HIGHWAY 61, 128 FT. NORTH OF THE
 EH0077'CENTERLINE OF E-W GRAVELED ROAD, 77.5 FT. NORTHEAST OF POWER POLE
 EH0077'NO. 610, 30 FT. ENE OF A RIGHT-OF-WAY MARKER, 117 FT. WEST OF THE
 EH0077'SOUTHWEST CORNER OF THE CONCRETE BLOCK GARAGE BUILDING, 1 FOOT
 EH0077'SOUTHWEST OF A METAL WITNESS POST, 38 FT. SOUTH OF THE PROJECTED
 EH0077'PLANE OF THE SOUTH WALL OF THE CONCRETE BLOCK GARAGE TO THE EAST,
 EH0077'23 FT. SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 EH0077'PURE OIL STATION TO THE WEST.  IT IS A STANDARD DISK STAMPED
 EH0077'CLAYTON 1956 1967 FLUSH WITH GROUND.
 EH0077'
 EH0077'REFERENCE MARK NO. 1 IS 225.50 FT. ESE OF STATION, 87.5 FT. SSE OF
 EH0077'SOUTHEAST CORNER OF CONCRETE BLOCK GARAGE, 135 FT. SOUTHEAST OF
 EH0077'SOUTHWEST CORNER OF CONCRETE BLOCK GARAGE, 22 FT. NORTH OF THE
 EH0077'CENTERLINE OF E-W GRAVELED ROAD, 1 FOOT WEST OF POWER POLE NO. 9.
 EH0077'IT IS A STANDARD REFERENCE MARK DISK STAMPED CLAYTON NO 1 1956
 EH0077'PROJECTS 6-INCHES.
 EH0077'
 EH0077'REFERENCE MARK NO. 2 IS 119.59 FT. NORTH OF STATION, 55 FT. EAST OF
 EH0077'THE CENTERLINE OF U.S. HIGHWAY 61, 165 FT. NORTHWEST OF THE
 EH0077'SOUTHWEST CORNER OF THE CONCRETE BLOCK GARAGE, 1.4 FT. NORTH OF A
 EH0077'METAL POST, 1 FOOT SOUTH OF A POWER POLE.  IT IS A STANDARD DISK
 EH0077'STAMPED CLAYTON NO 2 1956, PROJECTS 6-INCHES.
 EH0077'
 EH0077'THE AZIMUTH MARK IS 0.45 MILE NORTH OF STATION, 55 FT. EAST OF THE
 EH0077'CENTERLINE OF U.S. HIGHWAY 61, 123 FT. SOUTH OF CONCRETE
 EH0077'RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF POWER POLE (THE EIGHTH POWER
 EH0077'POLE NORTH OF STATION), 1.9 FT. NORTHWEST OF METAL WITNESS POST.
 EH0077'IT IS A STANDARD DISK STAMPED CLAYTON 1956, PROJECTS 8-INCHES.
 EH0077'
 EH0077'TO REACH THE STATION FROM THE POST OFFICE IN TUNICA, GO SOUTH ON
 EH0077'STREET PARALLELING WEST SIDE OF THE RAILROAD TRACK FOR 3.35 MILES
 EH0077'TO A CROSSROAD, TURN LEFT (EAST) AND GO 0.35 MILE TO THE
 EH0077'INTERSECTION WITH U.S. HIGHWAY 61, TURN RIGHT (SOUTH) AND GO 2.7
 EH0077'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH TO A
 EH0077'CROSSROAD AND THE STATION IN THE NORTHEAST QUADRANT.
 EH0077'
 EH0077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 EH0077'TUNICA.
 EH0077
 EH0077                          STATION RECOVERY (1974)
 EH0077
 EH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 EH0077'STATION, CLAYTON 1956 - 1967, RM 1, RM 2 AND AZIMUTH MARK WAS
 EH0077'RECOVERED IN GOOD CONDITION.
 EH0077'
 EH0077'THE ORIGINAL DESCRIPTION, TO REACH, IS ADEQUATE.
 EH0077'
 EH0077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 EH0077'TUNICA, 1 MILE EAST OF CLAYTON.
 EH0077
 EH0077                          STATION RECOVERY (1974)
 EH0077
 EH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0077'3 MI SW FROM EVANSVILLE.
 EH0077'ABOUT 3 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION WITH
 EH0077'STATE HIGHWAY 4, AT THE SOUTHWEST SIDE OF THREE METAL GRAIN BINS OF
 EH0077'KBH FARM SERVICE SYSTEMS, 124.6 FEET NORTH OF THE CENTER LINE OF THE
 EH0077'ROAD, 86.4 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE HIHGWAY, 51
 EH0077'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION
 EH0077'FOR THE BINS, 16.9 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 EH0077'ROAD AROUND THE BINS, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE TOP
 EH0077'OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 31, T 5S, R 11W.
 EH0077
 EH0077                          STATION RECOVERY (1981)
 EH0077
 EH0077'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EH0077'CLAYTON - 1956 ALL RMS AND AZ MARKS ARE IN PLACE WITH WITNESS POST.
 EH0077'CLAYTON IS A CAP MOUNTED IN A LARGE ROCK (OR APPEARS TO BE) IT IS
 EH0077'2/10 OF A FOOT BELOW THE SURFACE.
 EH0077'
 EH0077'EL. 189.39
 EH0077'ELEVATION SET BY MISSISSIPPI HWY DEPT.
 EH0077
 EH0077                          STATION RECOVERY (1992)
 EH0077
 EH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0077'10.5 KM (6.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM STATE HIGHWAY 4
 EH0077'IN TUNICA, 68.7 M (225.4 FT) WEST-NORTHWEST OF REFERENCE MARK 1, 38.0
 EH0077'M (124.7 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 36.5 M
 EH0077'(119.8 FT) SOUTH OF REFERENCE MARK 2, 26.6 M (87.3 FT) EAST OF THE
 EH0077'HIGHWAY CENTERLINE, 15.7 M (51.5 FT) WEST OF THE SOUTHWEST CORNER OF
 EH0077'A CONCRETE FOUNDATION FOR 5 GRAIN BINS, 12.3 M (40.4 FT) SOUTHWEST OF
 EH0077'A UTILITY LIGHT POLE WITH A GUY CABLE, 3 TRANSFORMERS AND A METER BOX
 EH0077'ATTACHED, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 EH0077'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 EH0077
 EH0077                          STATION RECOVERY (2003)
 EH0077
 EH0077'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0076 ***********************************************************************
 EH0076  DESIGNATION -  CLAYTON RM 1
 EH0076  PID         -  EH0076
 EH0076  STATE/COUNTY-  MS/TUNICA
 EH0076  USGS QUAD   -  DUNDEE (1982)
 EH0076
 EH0076                         *CURRENT SURVEY CONTROL
 EH0076  ___________________________________________________________________
 EH0076* NAD 83(1986)-  34 35 56.     (N)    090 23 53.     (W)     SCALED    
 EH0076* NAVD 88     -        57.982  (meters)     190.23   (feet)  ADJUSTED  
 EH0076  ___________________________________________________________________
 EH0076  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0076  DYNAMIC HT  -          57.927 (meters)     190.05  (feet)  COMP
 EH0076  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EH0076
 EH0076  VERT ORDER  -  FIRST     CLASS I
 EH0076
 EH0076.The horizontal coordinates were scaled from a topographic map and have
 EH0076.an estimated accuracy of +/- 6 seconds.
 EH0076
 EH0076.The orthometric height was determined by differential leveling
 EH0076.and adjusted in July 1994.
 EH0076
 EH0076.The geoid height was determined by GEOID03.
 EH0076
 EH0076.The dynamic height is computed by dividing the NAVD 88
 EH0076.geopotential number by the normal gravity value computed on the
 EH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0076.degrees latitude (g = 980.6199 gals.).
 EH0076
 EH0076.The modeled gravity was interpolated from observed gravity values.
 EH0076
 EH0076;                    North         East    Units  Estimated Accuracy
 EH0076;SPC MS W     -   565,380.      694,060.      MT  (+/- 180 meters Scaled)
 EH0076
 EH0076                          SUPERSEDED SURVEY CONTROL
 EH0076
 EH0076  NAVD 88 (06/15/91)   57.985  (m)          190.24   (f) UNKNOWN     1 1
 EH0076  NGVD 29 (??/??/??)   58.021  (m)          190.36   (f) ADJUSTED    1 1
 EH0076
 EH0076.Superseded values are not recommended for survey control.
 EH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0076.See file dsdata.txt to determine how the superseded data were derived.
 EH0076
 EH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU386316(NAD 83)
 EH0076_MARKER: DR = REFERENCE MARK DISK
 EH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0076_SP_SET: CONCRETE POST
 EH0076_STAMPING: CLAYTON NO 1 1956
 EH0076_MARK LOGO: CGS   
 EH0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0076+STABILITY: SURFACE MOTION
 EH0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0076+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0076
 EH0076  HISTORY     - Date     Condition        Report By
 EH0076  HISTORY     - 1956     MONUMENTED       CGS
 EH0076  HISTORY     - 1974     GOOD             NGS
 EH0076  HISTORY     - 1983     GOOD             USPSQD
 EH0076  HISTORY     - 19920122 GOOD             NGS
 EH0076  HISTORY     - 20030528 GOOD             USACE
 EH0076
 EH0076                          STATION DESCRIPTION
 EH0076
 EH0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0076'3 MI SW FROM EVANSVILLE.
 EH0076'ABOUT 3 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION WITH
 EH0076'STATE HIGHWAY 4, AT THE SOUTHWEST SIDE OF THREE METAL GRAIN BINS OF
 EH0076'KBH FARM SERVICE SYSTEMS, 226 FEET SOUTHEAST OF CLAYTON, 20 FEET NORTH
 EH0076'OF THE CENTER LINE OF A GRAVEL ROAD, 1 FOOT WEST OF A POWER POLE WITH
 EH0076'A GUY WIRE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 EH0076'POST FLUSH WITH THE GROUND.  SECTION 31, T 5S, R 11W.
 EH0076
 EH0076                          STATION RECOVERY (1983)
 EH0076
 EH0076'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0076'RECOVERED IN GOOD CONDITION.
 EH0076
 EH0076                          STATION RECOVERY (1992)
 EH0076
 EH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0076'10.5 KM (6.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0076'STATE HIGHWAY 4 IN TUNICA, 99.7 M (327.1 FT) EAST OF THE HIGHWAY
 EH0076'CENTERLINE, 68.7 M (225.4 FT) EAST-SOUTHEAST OF TRIANGULATION STATION
 EH0076'CLAYTON, 57.6 M (189.0 FT) WEST OF THE CENTER OF A DRIVEWAY, 7.7 M
 EH0076'(25.3 FT) NORTH OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 1.0
 EH0076'M (3.3 FT) WEST-NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF
 EH0076'A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 EH0076'GROUND SURFACE.
 EH0076
 EH0076                          STATION RECOVERY (2003)
 EH0076
 EH0076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0078 ***********************************************************************
 EH0078  DESIGNATION -  CLAYTON RM 2
 EH0078  PID         -  EH0078
 EH0078  STATE/COUNTY-  MS/TUNICA
 EH0078  USGS QUAD   -  DUNDEE (1982)
 EH0078
 EH0078                         *CURRENT SURVEY CONTROL
 EH0078  ___________________________________________________________________
 EH0078* NAD 83(1986)-  34 35 56.     (N)    090 23 55.     (W)     SCALED    
 EH0078* NAVD 88     -        57.755  (meters)     189.48   (feet)  ADJUSTED  
 EH0078  ___________________________________________________________________
 EH0078  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0078  DYNAMIC HT  -          57.699 (meters)     189.30  (feet)  COMP
 EH0078  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EH0078
 EH0078  VERT ORDER  -  FIRST     CLASS I
 EH0078
 EH0078.The horizontal coordinates were scaled from a topographic map and have
 EH0078.an estimated accuracy of +/- 6 seconds.
 EH0078
 EH0078.The orthometric height was determined by differential leveling
 EH0078.and adjusted in June 1991.
 EH0078
 EH0078.The geoid height was determined by GEOID03.
 EH0078
 EH0078.The dynamic height is computed by dividing the NAVD 88
 EH0078.geopotential number by the normal gravity value computed on the
 EH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0078.degrees latitude (g = 980.6199 gals.).
 EH0078
 EH0078.The modeled gravity was interpolated from observed gravity values.
 EH0078
 EH0078;                    North         East    Units  Estimated Accuracy
 EH0078;SPC MS W     -   565,380.      694,010.      MT  (+/- 180 meters Scaled)
 EH0078
 EH0078                          SUPERSEDED SURVEY CONTROL
 EH0078
 EH0078  NGVD 29 (??/??/??)   57.790  (m)          189.60   (f) ADJUSTED    1 1
 EH0078
 EH0078.Superseded values are not recommended for survey control.
 EH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0078.See file dsdata.txt to determine how the superseded data were derived.
 EH0078
 EH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU385316(NAD 83)
 EH0078_MARKER: DR = REFERENCE MARK DISK
 EH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0078_SP_SET: CONCRETE POST
 EH0078_STAMPING: CLAYTON NO 2 1956
 EH0078_MARK LOGO: CGS   
 EH0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0078+STABILITY: SURFACE MOTION
 EH0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0078+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EH0078
 EH0078  HISTORY     - Date     Condition        Report By
 EH0078  HISTORY     - 1956     MONUMENTED       CGS
 EH0078  HISTORY     - 1974     GOOD             NGS
 EH0078  HISTORY     - 1983     GOOD             USPSQD
 EH0078  HISTORY     - 19920122 POOR             NGS
 EH0078
 EH0078                          STATION DESCRIPTION
 EH0078
 EH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0078'3 MI SW FROM EVANSVILLE.
 EH0078'ABOUT 3 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION WITH
 EH0078'STATE HIGHWAY 4, AT THE SOUTHWEST SIDE OF THREE METAL GRAIN BINS OF
 EH0078'KBH FARM SERVICE SYSTEMS, 119 FEET NORTH OF CLAYTON, 84.7 FEET
 EH0078'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE
 EH0078'THREE METAL GRAIN BINS, 1.1 FEET SOUTH-SOUTHWEST OF A POWER POLE, 1.9
 EH0078'FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY
 EH0078'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.  SECTION 31, T
 EH0078'5S, R 11W.
 EH0078
 EH0078                          STATION RECOVERY (1983)
 EH0078
 EH0078'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0078'RECOVERED IN GOOD CONDITION.
 EH0078
 EH0078                          STATION RECOVERY (1992)
 EH0078
 EH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0078'10.5 KM (6.50 MI) SOUTHERLY ON U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0078'STATE HIGHWAY 4 IN TUNICA, 74.5 M (244.4 FT) NORTH OF THE CENTER OF A
 EH0078'GRAVELED ROAD, 36.5 M (119.8 FT) NORTH OF TRIANGULATION STATION
 EH0078'CLAYTON, 25.8 M (84.6 FT) NORTHWEST OF THE NORTH CORNER OF A CONCRETE
 EH0078'FOUNDATION FOR 5 GRAIN BINS, 16.9 M (55.4 FT) EAST OF THE HIGHWAY
 EH0078'CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 EH0078'(1.6 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A UTILITY
 EH0078'POLE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 EH0078'SURFACE. NOTE--THE MONUMENT HAS BEEN HIT, IS LOOSE IN THE GROUND AND
 EH0078'LEANS TO THE NORTH.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1971 ***********************************************************************
 DK1971  DESIGNATION -  CLEAR
 DK1971  PID         -  DK1971
 DK1971  STATE/COUNTY-  MS/BOLIVAR
 DK1971  USGS QUAD   -  LOBDELL (1967)
 DK1971
 DK1971                         *CURRENT SURVEY CONTROL
 DK1971  ___________________________________________________________________
 DK1971* NAD 83(1993)-  33 38 44.44977(N)    090 56 37.12853(W)     ADJUSTED  
 DK1971* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 DK1971  ___________________________________________________________________
 DK1971  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DK1971  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK1971  HORZ ORDER  -  FIRST
 DK1971
 DK1971.The horizontal coordinates were established by classical geodetic methods
 DK1971.and adjusted by the National Geodetic Survey in May 1994.
 DK1971
 DK1971.The orthometric height was scaled from a topographic map.
 DK1971
 DK1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1971
 DK1971.The geoid height was determined by GEOID03.
 DK1971
 DK1971;                    North         East     Units Scale Factor Converg.
 DK1971;SPC MS W     -   459,815.416   643,385.712   MT  0.99998950   -0 20 17.4
 DK1971;SPC MS W     - 1,508,577.74  2,110,841.29   sFT  0.99998950   -0 20 17.4
 DK1971;UTM  15      - 3,724,767.406   690,700.505   MT  1.00004835   +1 08 22.8
 DK1971
 DK1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1971!SPC MS W     -   0.99999791  x   0.99998950  =   0.99998741
 DK1971!UTM  15      -   0.99999791  x   1.00004835  =   1.00004626
 DK1971
 DK1971:                Primary Azimuth Mark                     Grid Az
 DK1971:SPC MS W     -  BOYLE MUNICIPAL TANK                     072 21 46.4
 DK1971:UTM  15      -  BOYLE MUNICIPAL TANK                     070 53 06.2
 DK1971
 DK1971|---------------------------------------------------------------------|
 DK1971| PID    Reference Object                     Distance      Geod. Az  |
 DK1971|                                                           dddmmss.s |
 DK1971| DK1952 BOYLE MUNICIPAL TANK                APPROX.21.2 KM 0720129.0 |
 DK1971| CY5442 CLEAR RM 5                           26.152 METERS 07910     |
 DK1971| CY5438 CLEAR RM 1                                         08912     |
 DK1971| CY5441 CLEAR RM 4                           17.684 METERS 17635     |
 DK1971| CY5439 CLEAR RM 2                          409.500 METERS 1832037.1 |
 DK1971| CY5440 CLEAR RM 3                           77.672 METERS 27501     |
 DK1971| DK1992 BENOIT WATER TANK                   APPROX. 6.1 KM 2761345.0 |
 DK1971|---------------------------------------------------------------------|
 DK1971
 DK1971                          SUPERSEDED SURVEY CONTROL
 DK1971
 DK1971  NAD 83(1986)-  33 38 44.45963(N)    090 56 37.12449(W) AD(       ) 1
 DK1971  NAD 27      -  33 38 44.05200(N)    090 56 36.75100(W) AD(       ) 1
 DK1971
 DK1971.Superseded values are not recommended for survey control.
 DK1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1971.See file dsdata.txt to determine how the superseded data were derived.
 DK1971
 DK1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9070124767(NAD 83)
 DK1971_MARKER: DS = TRIANGULATION STATION DISK
 DK1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1971
 DK1971  HISTORY     - Date     Condition        Report By
 DK1971  HISTORY     - 1929     MONUMENTED       CGS
 DK1971  HISTORY     - 1935     GOOD             CGS
 DK1971  HISTORY     - 1939     GOOD             CGS
 DK1971  HISTORY     - 1957     GOOD             CGS
 DK1971  HISTORY     - 1974     MARK NOT FOUND   NGS
 DK1971
 DK1971                          STATION DESCRIPTION
 DK1971
 DK1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK1971'THE STATION IS ABOUT 4.0 MILES EAST OF BENOIT.  IT IS IN
 DK1971'THE NORTHWEST CORNER OF ALFALFA FIELD, 35 FEET SOUTH OF
 DK1971'CENTER LINE OF MAIN ROAD, 36 FEET EAST OF CENTER LINE OF
 DK1971'NORTH-AND-SOUTH DIRT PLANTATION ROAD, EAST OF HOUSE IN
 DK1971'SOUTHWEST CORNER OF INTERSECTION, AND SOUTHWEST OF HOUSE ON
 DK1971'NORTHSIDE OF BENOIT-ORILEY ROAD.
 DK1971'
 DK1971'TO REACH FROM BENOIT GO EAST 4.0 MILES ON BENOIT-ORILEY
 DK1971'ROAD TO PLANTATION ROAD AND STATION.
 DK1971'
 DK1971'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1971'BRONZE DISKS SET IN CONCRETE.
 DK1971'
 DK1971'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF CENTER LINE OF ROAD,
 DK1971'27 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE KNOWN LOCALLY
 DK1971'AS SHOTGUN HOUSE, AND ABOUT 1/2 MILE FROM STATION
 DK1971'N 89 12 MIN 15 SEC E.  REFERENCE MARK NO. 2 IS 7 FEET
 DK1971'EAST OF CENTER LINE OF PLANTATION ROAD, IN NORTHWEST CORNER
 DK1971'OF FENCE AROUND NEGRO TENANT HOUSE, AND 1343.0 FEET FROM
 DK1971'STATION S 3 DEG 20 MIN 37 SEC W.
 DK1971
 DK1971                          STATION RECOVERY (1935)
 DK1971
 DK1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK1971'STATION IS ON PLANTATION BELONGING TO JOE BOSHIE, 4.0 MILES
 DK1971'EAST OF BENOIT ON THE ORILEY ROAD.
 DK1971'
 DK1971'STATION AND 2 REFERENCE MARKS RECOVERED AS DESCRIBED AND
 DK1971'IN GOOD CONDITION.
 DK1971
 DK1971                          STATION RECOVERY (1939)
 DK1971
 DK1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1971'THIS STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND
 DK1971'IN GOOD CONDITION.
 DK1971'
 DK1971'A NEW REFERENCE MARK NO. 3 WAS SET 254.91 FEET WEST OF THE
 DK1971'STATION, 1 FOOT WEST OF THE FENCE LINE, 3 FEET SOUTHEAST
 DK1971'OF FENCE CORNER, 40 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK1971'OF GREEN HOUSE OCCUPIED BY MR. LITTON, 15 FEET SOUTH OF THE
 DK1971'CENTER LINE OF THE GRAVEL ROAD.  MARK PROJECTS 4 INCHES
 DK1971'AND IS STAMPED R.M. NO. 3 1939.
 DK1971
 DK1971                          STATION RECOVERY (1957)
 DK1971
 DK1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1971'STATION MARK AND REFERENCE MARK NO. 2 (AZIMUTH MARK) WERE
 DK1971'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DK1971'MARK NO. 3 WAS RECOVERED AND THE MEASUREMENT CHECKED, BUT
 DK1971'A DISCREPANCY OF APPROXIMATELY 7 MINUTES WAS FOUND IN THE
 DK1971'DIRECTION.  IT DOES NOT APPEAR TO HAVE BEEN DISTURBED, BUT THE TOP
 DK1971'OF THE MARK ISNT LEVEL AND IT MAY HAVE TILTED.
 DK1971'
 DK1971'A NEW REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE
 DK1971'ESTABLISHED.
 DK1971'
 DK1971'FOLLOWING IS A NEW DESCRIPTION.
 DK1971'
 DK1971'STATION IS APPROXIMATELY 8.5 MILES WEST-NORTHWEST OF SHAW,
 DK1971'4.0 MILES EAST OF BENOIT, NEAR THE NORTHEAST CORNER OF
 DK1971'A CORRAL, IN SECTION 29, T. 21 N., R. 7 W AND ON PROPERTY
 DK1971'OWNED BY THE MILLS BROTHERS.
 DK1971'
 DK1971'TO REACH FROM THE RAILROAD CROSSING WHICH IS APPROXIMATELY
 DK1971'0.1 MILE NORTH OF THE RAILROAD STATION IN SHAW, GO WEST ON
 DK1971'PAVED ROAD FOR 1.5 MILES TO A STORE ON THE LEFT AND A SIDE
 DK1971'ROAD ON THE RIGHT, TURN RIGHT, CROSS BRIDGE AND CONTINUE
 DK1971'NORTH ON GRAVEL ROAD FOR 2.75 MILES TO A CROSSROAD, TURN
 DK1971'LEFT AND GO WEST ON GRAVEL ROAD FOR 3.7 MILES TO A BRIDGE OVER
 DK1971'BOGUE, CROSS BRIDGE AND CONTINUE WEST ON GRAVEL ROAD FOR
 DK1971'2.2 MILES TO A CROSSROAD AT A COTTON GIN AND STORE ON THE
 DK1971'LEFT, CONTINUE WEST ON GRAVEL ROAD FOR 1.4 MILES TO A
 DK1971'SIDE ROAD ON THE LEFT, CONTINUE WEST ON GRAVEL ROAD FOR 0.9
 DK1971'MILES TO A CORRAL AND THE STATION ON THE LEFT, JUST BEFORE
 DK1971'REACHING A HOUSE ON THE LEFT.
 DK1971'
 DK1971'STATION MARK, A STANDARD DISK STAMPED CLEAR 1929, IS SET
 DK1971'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 DK1971'53.5 FEET WEST-SOUTHWEST OF A POWER LINE POLE WITH THREE
 DK1971'TRANSFORMERS, 52 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER
 DK1971'OF THE CORRAL, 42 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 DK1971'AND 13 FEET SOUTH OF THE WEST GATE POST.
 DK1971'
 DK1971'REFERENCE MARK NO. 2 (AZIMUTH MARK), A STANDARD DISK STAMPED
 DK1971'CLEAR NO 2 1929, IS SET IN A SQUARE CONCRETE POST WHICH
 DK1971'PROJECTS 12 INCHES.  IT IS 12 FEET NORTHWEST OF THE NORTHWEST
 DK1971'CORNER OF AN ABANDONDED HOUSE.
 DK1971'
 DK1971'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLEAR NO 3
 DK1971'1939, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 DK1971'IT IS 51.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 18
 DK1971'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 4.5 FEET NORTH OF A
 DK1971'REA POWER LINE POLE WITH A TRANSFORMER.
 DK1971'
 DK1971'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CLEAR NO 4
 DK1971'1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 DK1971'INCHES.  IT IS 99 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 DK1971'3 FEET NORTH OF THE SOUTHEAST CORNER OF THE CORRAL AND 1.5
 DK1971'FEET WEST OF A BOARD FENCE.
 DK1971'
 DK1971'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED CLEAR NO 5
 DK1971'1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 DK1971'INCHES.  IT IS 33.5 FEET EAST OF A POWER LINE POLE WITH THREE
 DK1971'TRANSFORMERS, 26 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 DK1971'10 FEET WEST OF THE CENTER OF A WIRE GATE AND 1 FOOT SOUTH
 DK1971'OF THE WEST END OF A WIRE GATE.
 DK1971'
 DK1971'TO REACH REFERENCE MARK NO. 2 (AZIMUTH MARK) FROM THE
 DK1971'STATION, PACK SOUTH ALONG THE WEST SIDE OF THE CANAL FOR
 DK1971'APPROXIMATELY 0.3 MILE TO AN ABANDONED HOUSE AND THE
 DK1971'MARK AS DESCRIBED.
 DK1971
 DK1971                          STATION RECOVERY (1974)
 DK1971
 DK1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1971'THE STATION WAS VISITED 3-8-74 AND THE STATION, REFERENCE MARK
 DK1971'NO. 2 NO. 3 AND NO. 5 WERE NOT FOUND AT THIS DATE AND FROM ALL
 DK1971'EVIDENCE THEY WERE ALL DESTROYED WHEN THE ROAD WAS BUILT.  R.M.
 DK1971'NO. 2 WAS DESTROYED WHEN THE AREA IN WHICH IT WAS SET WAS CLEARED
 DK1971'WITH A BULL DOZER.  REFERENCE NO. 4 WAS FOUND WITH THE DISK REMOVED,
 DK1971'MR. GARLAND HAD THE DISK FOR R.M. NO. 4.  THE MEASUREMENT FROM
 DK1971'REFERENCE MARK NO. 4 LOCATED THE STATION AT THE EAST END OF A
 DK1971'CULVERT UNDER A DRIVEWAY LEADING TO THE FRAME HOUSE PAINTED GREEN.
 DK1971'A NEW DISK WAS SET IN THE MONUMENT FOR R.M. NO. 4.
 DK1971'
 DK1971'A NEW DESCRIPTION FOLLOWS--
 DK1971'
 DK1971'REFERENCE MARK NO. 4 IS LOCATED 4.0 MILES EAST ALONG THE BLACKTOP
 DK1971'ROAD FROM THE MAIN SECTION OF BENOIT, ABOUT 0.1 MILE EAST OF A GROUP
 DK1971'OF GRAIN BINS, ON PROPERTY OWNED BY MR. GARLAND MILLS, WHO LIVES
 DK1971'ABOUT 0.1 MILE EAST OF THE MARK.  IT IS 100 FEET SOUTH OF THE CENTER
 DK1971'OF THE BLACK TOP ROAD, 27 FEET NORTH OF THE NORTHEAST CORNER OF
 DK1971'THE GREEN PAINTED HOUSE, 2 FEET WEST OF THE PROJECTED PLANE OF
 DK1971'THE EAST WALL HOUSE, AND 71 FEET SOUTHWEAST OF A POWER POLE.  IT
 DK1971'IS REFERENCE MARK DISK, STAMPED CLEAR NO 4 1929 1974, PROJECTION 4
 DK1971'INCHES.
 DK1971'
 DK1971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES EAST OF
 DK1971'BENOIT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2684 ***********************************************************************
 BH2684  DESIGNATION -  CLEAR
 BH2684  PID         -  BH2684
 BH2684  STATE/COUNTY-  MS/HANCOCK
 BH2684  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2684
 BH2684                         *CURRENT SURVEY CONTROL
 BH2684  ___________________________________________________________________
 BH2684* NAD 83(1993)-  30 10 25.67235(N)    089 27 44.41900(W)     ADJUSTED  
 BH2684* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2684  ___________________________________________________________________
 BH2684  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BH2684  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH2684  HORZ ORDER  -  SECOND
 BH2684
 BH2684.The horizontal coordinates were established by classical geodetic methods
 BH2684.and adjusted by the National Geodetic Survey in May 1994.
 BH2684
 BH2684.The orthometric height was scaled from a topographic map.
 BH2684
 BH2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2684
 BH2684.The geoid height was determined by GEOID03.
 BH2684
 BH2684;                    North         East     Units Scale Factor Converg.
 BH2684;SPC MS E     -    74,853.708   239,418.075   MT  0.99999526   -0 18 58.2
 BH2684;SPC MS E     -   245,582.54    785,490.80   sFT  0.99999526   -0 18 58.2
 BH2684;SPC LA S     -   187,002.276 1,180,189.356   MT  0.99993028   +0 56 07.9
 BH2684;SPC LA S     -   613,523.30  3,872,004.58   sFT  0.99993028   +0 56 07.9
 BH2684;UTM  16      - 3,340,605.673   262,891.676   MT  1.00029366   -1 14 17.6
 BH2684
 BH2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2684!SPC MS E     -   1.00000421  x   0.99999526  =   0.99999947
 BH2684!SPC LA S     -   1.00000421  x   0.99993028  =   0.99993449
 BH2684!UTM  16      -   1.00000421  x   1.00029366  =   1.00029787
 BH2684
 BH2684:                Primary Azimuth Mark                     Grid Az
 BH2684:SPC MS E     -  ST JOSEPH ISLAND LIGHT                   073 28 14.1
 BH2684:SPC LA S     -  ST JOSEPH ISLAND LIGHT                   072 13 08.0
 BH2684:UTM  16      -  ST JOSEPH ISLAND LIGHT                   074 23 33.5
 BH2684
 BH2684|---------------------------------------------------------------------|
 BH2684| PID    Reference Object                     Distance      Geod. Az  |
 BH2684|                                                           dddmmss.s |
 BH2684| BH2675 ST JOSEPH ISLAND LIGHT              APPROX. 3.6 KM 0730915.9 |
 BH2684| BH2678 GRAND ISLAND CHANNEL LIGHT 41       APPROX. 5.6 KM 0833941.9 |
 BH2684| BH2682 GRAND ISLAND CHANNEL LIGHT 33       APPROX. 7.4 KM 0850400.7 |
 BH2684| BH2649 GRAND ISLAND CHANNEL LIGHT 25       APPROX. 9.4 KM 0860118.2 |
 BH2684| BH2680 ARK                                 APPROX. 4.6 KM 1431929.6 |
 BH2684| BH2673 GRASSY ISLAND LIGHT                 APPROX. 1.9 KM 2101400.1 |
 BH2684| BH2771 TEXAS CO WELL 2                     APPROX.21.5 KM 2462822.3 |
 BH2684| BH2766 PEARL RIVER LIGHT                   APPROX. 6.2 KM 2524949.2 |
 BH2684| BH2779 LAKE BORGNE RANGE REAR LIGHT        APPROX.17.6 KM 2562318.4 |
 BH2684| DD7706 CLEAR RM 1                            5.987 METERS 26943     |
 BH2684| BH2765 PEAR                                APPROX. 7.3 KM 2881113.0 |
 BH2684| DD7707 CLEAR RM 2                            8.474 METERS 31440     |
 BH2684|---------------------------------------------------------------------|
 BH2684
 BH2684                          SUPERSEDED SURVEY CONTROL
 BH2684
 BH2684  NAD 83(1986)-  30 10 25.68517(N)    089 27 44.41331(W) AD(       ) 2
 BH2684  NAD 27      -  30 10 24.97124(N)    089 27 44.23555(W) AD(       ) 2
 BH2684
 BH2684.Superseded values are not recommended for survey control.
 BH2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2684.See file dsdata.txt to determine how the superseded data were derived.
 BH2684
 BH2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6289240606(NAD 83)
 BH2684_MARKER: DS = TRIANGULATION STATION DISK
 BH2684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2684_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BH2684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2684
 BH2684  HISTORY     - Date     Condition        Report By
 BH2684  HISTORY     - 1952     MONUMENTED       CGS
 BH2684  HISTORY     - 1966     POOR             CGS
 BH2684  HISTORY     - 1971     GOOD             NGS
 BH2684
 BH2684                          STATION DESCRIPTION
 BH2684
 BH2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2684'STATION IS LOCATED ON LOWER POINT CLEAR, AT THE SITE OF THE OLD LAKE
 BH2684'BORGNE LIGHTHOUSE.
 BH2684'STATION AND BOTH REFERENCE MARKS ARE
 BH2684'SET IN CONCRETE-FILLED TOPS OF THREE OF THE FOUR 10-INCH STEEL PIPES
 BH2684'WHICH FORMED LEGS OF THE OLD LIGHTHOUSE STRUCTURE.  THE FOUR LEGS
 BH2684'ARE JOINED BY HEAVY STEEL I BEAMS.
 BH2684'
 BH2684'THE STATION MARK IS
 BH2684'A STANDARD DISK, STAMPED CLEAR 1952, SET IN THE SE CORNER OF FOUR
 BH2684'STEEL LEGS AS DESCRIBED ABOVE.  IT IS 42.3 FEET SE OF RUINS OF OLD
 BH2684'CISTERN. THE EDGE OF THE MARSH IS 7.4 METERS (24.3 FEET) S 20 DEG E
 BH2684'AND 29.4 METERS S 26 DEG W.
 BH2684'
 BH2684'R.M. 1 IS A STANDARD DISK STAMPED CLEAR NO 1 1952 AND SET IN THE SW
 BH2684'ONE OF THE FOUR LEGS.
 BH2684'
 BH2684'R.M. 2 IS A STANDARD DISK STAMPED CLEAR NO 2 1952 AND SET IN THE NW
 BH2684'ONE OF THE FOUR LEGS.
 BH2684'
 BH2684'HEIGHT OF LIGHT ABOVE STATION MARK- 5 METERS.
 BH2684
 BH2684                          STATION RECOVERY (1966)
 BH2684
 BH2684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2684'STATION WAS VISITED AND THE OLD LAKE BORGNE LIGHTHOUSE HAS BEEN
 BH2684'DEMOLISHED.  ALL THAT REMAINS IS THE FOUR LEG STRUCTURE OF
 BH2684'LIGHTHOUSE WITH THE STATION AND REFERENCE MARKS SET IN TOP OF THESE
 BH2684'LEGS. THESE LEGS ARE OUT IN WATER ABOUT 50 FEET.  STATION CANNOT BE
 BH2684'OCCUPIED BUT A TRAVERSE CONNECTION WAS MADE TO CLEAR 2 AND THE
 BH2684'DISTANCE IS 99.925 METERS OR 327.84 FEET.  STATION SHOULD BE
 BH2684'CONSIDERED LOST.
 BH2684
 BH2684                          STATION RECOVERY (1971)
 BH2684
 BH2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2684'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 BH2684'AS DESCRIBED BY LMC IN 1966.  STATION CANNOT BE OCCUPIED AND
 BH2684'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2192 ***********************************************************************
 BH2192  DESIGNATION -  CLEAR 1910
 BH2192  PID         -  BH2192
 BH2192  STATE/COUNTY-  MS/JACKSON
 BH2192  USGS QUAD   -  GRAND BAY SW (1977)
 BH2192
 BH2192                         *CURRENT SURVEY CONTROL
 BH2192  ___________________________________________________________________
 BH2192* NAD 83(1993)-  30 21 26.90199(N)    088 26 40.37669(W)     ADJUSTED  
 BH2192* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2192  ___________________________________________________________________
 BH2192  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BH2192  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2192  HORZ ORDER  -  THIRD
 BH2192
 BH2192.The horizontal coordinates were established by classical geodetic methods
 BH2192.and adjusted by the National Geodetic Survey in May 1994.
 BH2192
 BH2192.The orthometric height was scaled from a topographic map.
 BH2192
 BH2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2192
 BH2192.The geoid height was determined by GEOID03.
 BH2192
 BH2192;                    North         East     Units Scale Factor Converg.
 BH2192;SPC MS E     -    95,111.267   337,375.445   MT  0.99996723   +0 11 47.4
 BH2192;SPC MS E     -   312,044.22  1,106,872.61   sFT  0.99996723   +0 11 47.4
 BH2192;SPC AL W     -    40,003.462   509,196.404   MT  1.00003502   -0 28 38.6
 BH2192;UTM  16      - 3,359,281.909   361,171.382   MT  0.99983777   -0 43 48.7
 BH2192
 BH2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2192!SPC MS E     -   1.00000442  x   0.99996723  =   0.99997165
 BH2192!SPC AL W     -   1.00000442  x   1.00003502  =   1.00003944
 BH2192!UTM  16      -   1.00000442  x   0.99983777  =   0.99984219
 BH2192
 BH2192                          SUPERSEDED SURVEY CONTROL
 BH2192
 BH2192  NAD 83(1993)-  30 21 26.90608(N)    088 26 40.37140(W) AD(       ) 3
 BH2192  NAD 83(1986)-  30 21 26.92495(N)    088 26 40.36925(W) AD(       ) 3
 BH2192  NAD 27      -  30 21 26.21300(N)    088 26 40.33600(W) AD(       ) 3
 BH2192
 BH2192.Superseded values are not recommended for survey control.
 BH2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2192.See file dsdata.txt to determine how the superseded data were derived.
 BH2192
 BH2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6117159282(NAD 83)
 BH2192_MARKER: DS = TRIANGULATION STATION DISK
 BH2192_SETTING: 0 = UNSPECIFIED SETTING
 BH2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2192
 BH2192  HISTORY     - Date     Condition        Report By
 BH2192  HISTORY     - 1910     MONUMENTED       CGS
 BH2192  HISTORY     - 1917     POOR             CGS
 BH2192  HISTORY     - 1935     MARK NOT FOUND   CGS
 BH2192
 BH2192                          STATION DESCRIPTION
 BH2192
 BH2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2192'ON A SHELL PILE, ON THE S END OF THE ISLAND LYING E OF POINT CLEAR
 BH2192'BAYOU.
 BH2192'
 BH2192'THE SURFACE MARK IS A STANDARD DISK STATION MARK EMBEDDED IN A CORE
 BH2192'OF CONCRETE ABOUT 2 FEET IN DIAMETER.  THE UNDERGROUND MARK
 BH2192'IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE
 BH2192'SURFACE.  THE SURFACE REFERENCE MARK IS A BOTTLE EMBEDDED IN A
 BH2192'CORE OF CONCRETE, FLUSH WITH THE SURFACE.  THE UNDERGROUND REFERENCE
 BH2192'MARK IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE, DIRECTLY
 BH2192'UNDER THE SURFACE MARK, AND 2-1/2 FEET BELOW THE SURFACE, AND IS
 BH2192'32.75 METERS N 33 DEG 15 FEET E (MAGNETIC) OF THE STATION.
 BH2192
 BH2192                          STATION RECOVERY (1917)
 BH2192
 BH2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FB)
 BH2192'CENTER MARK FOUND WITH STANDARD BRASS DISK MISSING.  REFERENCE MARK
 BH2192'WAS NOT FOUND.
 BH2192
 BH2192                          STATION RECOVERY (1935)
 BH2192
 BH2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2192'LOST, PROBABLY DUG OUT BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2674 ***********************************************************************
 BH2674  TIDAL BM    -  This is a Tidal Bench Mark.
 BH2674  DESIGNATION -  CLEAR 2
 BH2674  PID         -  BH2674
 BH2674  STATE/COUNTY-  MS/HANCOCK
 BH2674  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2674
 BH2674                         *CURRENT SURVEY CONTROL
 BH2674  ___________________________________________________________________
 BH2674* NAD 83(1993)-  30 10 28.28906(N)    089 27 46.62784(W)     ADJUSTED  
 BH2674* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2674  ___________________________________________________________________
 BH2674  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BH2674  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BH2674  HORZ ORDER  -  THIRD
 BH2674
 BH2674.The horizontal coordinates were established by classical geodetic methods
 BH2674.and adjusted by the National Geodetic Survey in May 1994.
 BH2674
 BH2674.The orthometric height was scaled from a topographic map.
 BH2674
 BH2674.This Tidal Bench Mark is designated as VM 10475
 BH2674.by the Center for Operational Oceanographic Products and Services.
 BH2674
 BH2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2674
 BH2674.The geoid height was determined by GEOID03.
 BH2674
 BH2674;                    North         East     Units Scale Factor Converg.
 BH2674;SPC MS E     -    74,934.610   239,359.424   MT  0.99999535   -0 18 59.3
 BH2674;SPC MS E     -   245,847.97    785,298.38   sFT  0.99999535   -0 18 59.3
 BH2674;SPC LA S     -   187,081.872 1,180,128.955   MT  0.99993032   +0 56 06.8
 BH2674;SPC LA S     -   613,784.44  3,871,806.41   sFT  0.99993032   +0 56 06.8
 BH2674;UTM  16      - 3,340,687.533   262,834.318   MT  1.00029399   -1 14 18.8
 BH2674
 BH2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2674!SPC MS E     -   1.00000405  x   0.99999535  =   0.99999940
 BH2674!SPC LA S     -   1.00000405  x   0.99993032  =   0.99993437
 BH2674!UTM  16      -   1.00000405  x   1.00029399  =   1.00029804
 BH2674
 BH2674:                Primary Azimuth Mark                     Grid Az
 BH2674:SPC MS E     -  CLEAR 2 AZ MK                            022 03 04.1
 BH2674:SPC LA S     -  CLEAR 2 AZ MK                            020 47 58.0
 BH2674:UTM  16      -  CLEAR 2 AZ MK                            022 58 23.6
 BH2674
 BH2674|---------------------------------------------------------------------|
 BH2674| PID    Reference Object                     Distance      Geod. Az  |
 BH2674|                                                           dddmmss.s |
 BH2674| DD7710 CLEAR 2 AZ MK                                      0214404.8 |
 BH2674| BH2675 ST JOSEPH ISLAND LIGHT              APPROX. 3.6 KM 0743811.6 |
 BH2674| AE4779 CLEAR 2 RM 3                         11.110 METERS 08637     |
 BH2674| BH2673 GRASSY ISLAND LIGHT                 APPROX. 1.9 KM 2073044.3 |
 BH2674| DD7711 CLEAR 2 RM 4                         15.622 METERS 35740     |
 BH2674|---------------------------------------------------------------------|
 BH2674
 BH2674                          SUPERSEDED SURVEY CONTROL
 BH2674
 BH2674  NAD 83(1986)-  30 10 28.30189(N)    089 27 46.62215(W) AD(       ) 3
 BH2674  NAD 27      -  30 10 27.58805(N)    089 27 46.44430(W) AD(       ) 3
 BH2674
 BH2674.Superseded values are not recommended for survey control.
 BH2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2674.See file dsdata.txt to determine how the superseded data were derived.
 BH2674
 BH2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6283440688(NAD 83)
 BH2674_MARKER: DS = TRIANGULATION STATION DISK
 BH2674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2674_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BH2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2674
 BH2674  HISTORY     - Date     Condition        Report By
 BH2674  HISTORY     - 1966     MONUMENTED       CGS
 BH2674  HISTORY     - 1971     GOOD             NGS
 BH2674
 BH2674                          STATION DESCRIPTION
 BH2674
 BH2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH2674'STATION IS LOCATED ON WEST SIDE OF MISSISSIPPI SOUND, 3 MILES
 BH2674'NORTHWEST OF GRAND ISLAND (LOCALLY KNOWN AS MOON ISLAND) AND ON
 BH2674'LOWER PT. CLEAR AT HEEL OF WHAT APPEARS TO BE A BOOT SHAPED STRIP OF
 BH2674'LAND BORDERED ON THE NORTHWEST BY HERIN BAY AND GRAND ISLAND PASS TO
 BH2674'SOUTH.
 BH2674'
 BH2674'STATION MARK, A STANDARD DISK STAMPED CLEAR 2 1966, IS CRIMPED TO THE
 BH2674'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG WHICH IS
 BH2674'ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 2 FEET.  THE
 BH2674'MARK IS 320 FEET NORTHWEST OF CENTER OF REMAINS OF OLD LIGHTHOUSE,
 BH2674'300 FEET NORTH OF SHORE LINE, 160 FEET SOUTH OF HORSE SHOE BEND IN
 BH2674'WATER INLET AND 1 FOOT NORTHEAST OF WITNESS POST.
 BH2674'
 BH2674'REFERENCE MARK 3, A STANDARD DISK STAMPED CLEAR 2 NO 3 1966, IS
 BH2674'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET LONG
 BH2674'WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 3
 BH2674'FEET.  THE MARK IS 37 FEET EAST OF WITNESS POST AT STATION.
 BH2674'
 BH2674'REFERENCE MARK 4, A STANDARD DISK STAMPED CLEAR 2 NO 4 1966, IS
 BH2674'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2674'LONG WHICH IS ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS
 BH2674'2 FEET.  THE MARK IS 120 FEET SOUTHWEST OF HORSE SHOE BEND
 BH2674'AND 1.3 FEET EAST OF WITNESS POST.
 BH2674'
 BH2674'AZIMUTH MARK, A STANDARD DISK STAMPED CLEAR 2 1966, IS CRIMPED TO THE
 BH2674'TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG, WHICH IS
 BH2674'ENCASED IN A 4 INCH ORANGEBURG SOIL PIPE WHICH PROJECTS 2.5 FEET.
 BH2674'THE MARK IS 40 PACES NORTHEAST OF EDGE OF WATER AND 2 FEET WEST
 BH2674'OF WITNESS POST.
 BH2674'
 BH2674'NOTICE- STATION CAN BE REACHED BY BOAT, FLOATPLANE OR HELICOPTER.
 BH2674'
 BH2674'CLEAR 1952, IS A STANDARD DISK SET IN CONCRETE-FILLED TOP OF LEG ON
 BH2674'SOUTHEAST CORNER OF THE FOUR LEGS THAT REMAINS OF OLD LAKE BORGNE
 BH2674'LIGHTHOUSE.  THESE LEGS ARE OUT IN WATER ABOUT 50 FEET.  STATION
 BH2674'CANNOT BE OCCUPIED BUT A TRAVERSE CONNECTION WAS MADE TO CLEAR
 BH2674'2 AT THIS TIME.
 BH2674'
 BH2674'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 BH2674
 BH2674                          STATION RECOVERY (1971)
 BH2674
 BH2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2674'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 BH2674'GOOD CONDITION AS DESCRIBED BY LMC IN 1966.  ORIGINAL
 BH2674'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1727 ***********************************************************************
 BV1727  DESIGNATION -  CLEM RESET
 BV1727  PID         -  BV1727
 BV1727  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1727  USGS QUAD   -  MOUNT CARMEL (1982)
 BV1727
 BV1727                         *CURRENT SURVEY CONTROL
 BV1727  ___________________________________________________________________
 BV1727* NAD 83(1993)-  31 42 17.13200(N)    089 49 50.30365(W)     ADJUSTED  
 BV1727* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 BV1727  ___________________________________________________________________
 BV1727  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BV1727  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BV1727  HORZ ORDER  -  FIRST
 BV1727
 BV1727.The horizontal coordinates were established by classical geodetic methods
 BV1727.and adjusted by the National Geodetic Survey in May 1994.
 BV1727
 BV1727.The orthometric height was scaled from a topographic map.
 BV1727
 BV1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1727
 BV1727.The geoid height was determined by GEOID03.
 BV1727
 BV1727;                    North         East     Units Scale Factor Converg.
 BV1727;SPC MS W     -   244,523.212   747,650.554   MT  0.99997799   +0 15 51.1
 BV1727;SPC MS W     -   802,239.90  2,452,916.86   sFT  0.99997799   +0 15 51.1
 BV1727;SPC MS E     -   244,845.779   205,463.220   MT  1.00006019   -0 31 27.0
 BV1727;SPC MS E     -   803,298.19    674,090.58   sFT  1.00006019   -0 31 27.0
 BV1727;UTM  16      - 3,511,195.642   231,728.526   MT  1.00048772   -1 29 18.6
 BV1727
 BV1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1727!SPC MS W     -   0.99997848  x   0.99997799  =   0.99995647
 BV1727!SPC MS E     -   0.99997848  x   1.00006019  =   1.00003866
 BV1727!UTM  16      -   0.99997848  x   1.00048772  =   1.00046619
 BV1727
 BV1727|---------------------------------------------------------------------|
 BV1727| PID    Reference Object                     Distance      Geod. Az  |
 BV1727|                                                           dddmmss.s |
 BV1727| CG1380 CLEM RM 5                            20.321 METERS 01259     |
 BV1727| CG1375 CLEM AZ MK RESET                                   1004340.5 |
 BV1727| CG1374 CLEM AZ MK                                         1022758.5 |
 BV1727| CG1376 CLEM RM 1                            41.605 METERS 14340     |
 BV1727| CG1378 CLEM RM 3                            25.802 METERS 14837     |
 BV1727| BV1728 CARMEL                              APPROX. 7.6 KM 1490537.2 |
 BV1727| BV1672 BASSFIELD MUNICIPAL TANK            APPROX.24.5 KM 1600803.5 |
 BV1727| CG1381 CLEM RM 6                            14.880 METERS 19259     |
 BV1727| BV1731 PRENTISS MUNICIPAL TANK             APPROX.11.9 KM 1980544.8 |
 BV1727| CG1379 CLEM RM 4                            27.166 METERS 23228     |
 BV1727| CG1377 CLEM RM 2                            48.963 METERS 24036     |
 BV1727| BV1757 GUINNVILLE SO NAT GAS CO TANK       APPROX. 7.5 KM 3232348.7 |
 BV1727|---------------------------------------------------------------------|
 BV1727
 BV1727                          SUPERSEDED SURVEY CONTROL
 BV1727
 BV1727  NAD 83(1986)-  31 42 17.14607(N)    089 49 50.30120(W) AD(       ) 1
 BV1727  NAD 27      -  31 42 16.55100(N)    089 49 50.02500(W) AD(       ) 1
 BV1727
 BV1727.Superseded values are not recommended for survey control.
 BV1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1727.See file dsdata.txt to determine how the superseded data were derived.
 BV1727
 BV1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA3172911196(NAD 83)
 BV1727_MARKER: DS = TRIANGULATION STATION DISK
 BV1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1727+STABILITY: SURFACE MOTION
 BV1727
 BV1727  HISTORY     - Date     Condition        Report By
 BV1727  HISTORY     - 1934     MONUMENTED       CGS
 BV1727  HISTORY     - 1939     GOOD             CGS
 BV1727  HISTORY     - 1945     GOOD             CGS
 BV1727  HISTORY     - 1947     GOOD             CGS
 BV1727  HISTORY     - 1955     GOOD             CGS
 BV1727  HISTORY     - 1970     GOOD             USGS
 BV1727  HISTORY     - 1973     GOOD             NGS
 BV1727
 BV1727                          STATION DESCRIPTION
 BV1727
 BV1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1727'STATION IS 7-1/2 MILES NNE OF PRENTISS, 11 MILES WSW OF MOUNT OLIVE,
 BV1727'IN THE MIDDLE OF SEC. 32, T 9, R 18, ON THE LAND REPORTED TO BE
 BV1727'OWNED BY DINCTUM LUMBER COMPANY.
 BV1727'
 BV1727'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1727'BRONZE DISKS SET IN CONCRETE.
 BV1727'
 BV1727'REFERENCE MARK NO. 1 IS SSE OF STATION 20 FEET S OF CENTER LINE OF
 BV1727'ROAD.
 BV1727'
 BV1727'REFERENCE MARK NO. 2 IS WSW OF STATION ON LOW BANK, 20 FEET W OF
 BV1727'CENTER LINE OF ROAD.
 BV1727'
 BV1727'AZIMUTH MARK IS E OF STATION ALONG ROAD, IN A Y-INTERSECTION, 20
 BV1727'FEET S OF CENTER LINE OF N ROAD.
 BV1727'
 BV1727'103-FOOT TOWER REQUIRED.
 BV1727'
 BV1727'TO REACH FROM PRENTISS GO N ON ROUTE 22 FROM THE COURTHOUSE FOR 2.8
 BV1727'MILES TO THE POINT WHERE IT TURNS SHARPLY TO THE RIGHT (E) AT
 BV1727'BRINSONS GULF GAS STATION. HERE KEEP STRAIGHT (N), LEAVING ROUTE
 BV1727'22, ON A GRAVEL ROAD FOR 0.55 MILE TO A FORK. TAKE THE LEFT FORK
 BV1727'(MAIN ROAD) AND CONTINUE N 1.5 MILES TO A DIRT CROSS ROAD. KEEP
 BV1727'STRAIGHT FOR 1.1 MILES TO A FORKS AND TAKE RIGHT FORK AND GO 0.5
 BV1727'MILE TO A T-INTERSECTION. TURN RIGHT (E) AND GO 0.2 MILE,
 BV1727'CROSSING BRIDGE, TO A T-ROAD LEFT (N). KEEP STRAIGHT FOR 0.65
 BV1727'MILE TO A GRAVEL T-ROAD (N). TURN LEFT AND GO N 2.1 MILES TO A
 BV1727'Y-INTERSECTION WITH A GRAVEL ROAD RUNNING E-W. TURN SHARPLY TO THE
 BV1727'LEFT AND GO W 0.15 MILE TO STATION ON N SIDE OF ROAD. STATION
 BV1727'IS IN THE NE CORNER OF FIELD THAT IS OVERGROWN WITH SCRUB TREES,
 BV1727'0.15 MILE W OF Y-INTERSECTION, AND 86 FEET N OF CENTER LINE OF
 BV1727'ROAD.
 BV1727'
 BV1727'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1727
 BV1727                          STATION RECOVERY (1939)
 BV1727
 BV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1727'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE ALL RECOVERED
 BV1727'AND WERE IN GOOD CONDITION. THE STATION WAS NOT OCCUPIED BY AN
 BV1727'OBSERVING PARTY AND NO CHECK WAS MADE OF DISTANCES OR DIRECTIONS
 BV1727'GIVEN IN THE ORIGINAL DESCRIPTION.
 BV1727'
 BV1727'THE STATION IS 7.5 MILES NNE OF PRENTISS AND IN THE MIDDLE OF SEC.
 BV1727'32, AT THE NE CORNER OF A FIELD THAT IS OVERGROWN WITH SCRUB TREES
 BV1727'AND 86 FEET N OF THE CENTER OF THE ROAD.
 BV1727'
 BV1727'REFERENCE MARK NO. 1 IS 136.50 FEET SSE OF THE STATION AND 20 FEET
 BV1727'S OF THE CENTER OF THE ROAD. THE MARK IS STAMPED CLEM
 BV1727'NO. 1 1934.
 BV1727'
 BV1727'REFERENCE MARK NO. 2 IS 160.64 FEET WSW OF THE STATION ON A LOW BANK
 BV1727'20 FEET W OF THE CENTER OF THE ROAD. THE MARK IS STAMPED
 BV1727'CLEM NO. 11 1934.
 BV1727'
 BV1727'THE AZIMUTH MARK IS 0.15 MILE E OF THE STATION ALONG THE ROAD, IN
 BV1727'A Y-INTERSECTION AND 20 FEET S OF THE CENTER OF THE N ROAD. THE
 BV1727'MARK IS STAMPED CLEM 1934.
 BV1727'
 BV1727'TO REACH THE STATION FROM PRENTISS DRIVE N ON STATE GRAVEL HIGHWAY
 BV1727'22 FROM THE COURTHOUSE FOR 2.8 MILES TO THE POINT WHERE IT TURNS
 BV1727'SHARPLY TO THE RIGHT OR E AT THE BRINSON GULF GAS STATION, THEN
 BV1727'KEEP STRAIGHT AHEAD OR N, LEAVING STATE HIGHWAY 22, ON A GRAVEL
 BV1727'ROAD FOR 0.55 MILE TO A FORK, THEN TAKE THE LEFT FORK, OR THE MAIN
 BV1727'ROAD, AND DRIVE N FOR 1.5 MILES TO A DIRT CROSS ROAD, CONTINUE
 BV1727'STRAIGHT AHEAD FOR 1.1 MILES TO A FORK, THEN TAKE THE RIGHT FORK
 BV1727'AND DRIVE FOR 0.5 MILE TO A T-INTERSECTION, THEN TURN RIGHT AND
 BV1727'DRIVE E FOR 0.2 MILE, CROSSING A BRIDGE, TO A T-ROAD LEFT OR N,
 BV1727'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A GRAVEL T-ROAD, THEN
 BV1727'TURN LEFT AND DRIVE N 2.1 MILES TO A Y-INTERSECTION WITH A
 BV1727'GRAVEL ROAD RUNNING E AND W, THEN TURN SHARPLY TO THE W AND DRIVE
 BV1727'0.15 MILE TO THE STATION ON THE N SIDE OF THE ROAD.
 BV1727
 BV1727                          STATION RECOVERY (1945)
 BV1727
 BV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HMM)
 BV1727'STATION, REFERENCE AND AZIMUTH MARKS ARE IN GOOD CONDITION. STATION
 BV1727'PROJECTS 12 INCHES ABOVE GROUND AND OTHERS 8 INCHES ABOVE GROUND.
 BV1727'HIGH GROUND BETWEEN STATION AND AZIMUTH MARKS PERMIT ONLY 4 FOOT
 BV1727'OF AN 8-FOOT ROD TO BE SEEN.
 BV1727'
 BV1727'TO REACH FROM PRENTISS GO EAST 0.65 MILE ALONG U.S. HIGHWAY 84 TO
 BV1727'INTERSECTION WITH MISS. HIGHWAY 13. GO NORTH ALONG MISS. HIGHWAY
 BV1727'13 (BLACKTOP ROAD) 4.95 MILES TO GULF SERVICE STATION OPERATED BY
 BV1727'BOND DALE ON EAST SIDE OF ROAD. CONTINUE NORTH 0.05 MILE AND AT
 BV1727'5.00 MILES FROM HIGHWAY 84 TURN RIGHT (EAST) ON A GRAVEL ROAD.
 BV1727'HERE SET MILEAGE AT 0.00 AND PROCEEDING THE FOLLOWING APPLIES --
 BV1727'0.05 MILE ROAD TURNS LEFT AND PINE BLUFF NEGRO SCHOOL IS ON THE
 BV1727'RIGHT. AT 0.40 MILE CROSS A BRIDGE. AT 0.60 MILE AN EAST-WEST
 BV1727'GRAVEL ROAD INTERSECTS. TURN RIGHT (EAST. A RED ROOFED HOUSE IS
 BV1727'WEST AND A BARN IS EAST. AT 0.65 MILE IS THE CENTER LINE OF A
 BV1727'BRIDGE OVER WHITE SAND CREEK. AT 0.80 MILE A ROAD FROM THE
 BV1727'NORTH INTERSECTS AT FOOT OF HILL. CONTINUE STRAIGHT AHEAD (EAST).
 BV1727'AT 0.90 MILE IS THE TOP OF A HILL WITH WHITE SAND CHURCH ON THE
 BV1727'LEFT (NORTH). AT 1.05 MILES ROAD CURVES TO RIGHT. AT 1.15 MILES
 BV1727'ROAD CURVES TO LEFT. AT 1.40 MILES ROAD CONTINUES EAST. TURN
 BV1727'NORTH (SHARP LEFT) (FIRE TOWER IS 150 FEET, MORE OR LESS, EAST).
 BV1727'AT 2.35 MILES CARL BRIDGES HOUSE IS ON THE RIGHT AND ROAD
 BV1727'CURVES TO LEFT. AT 2.40 MILES ROAD FROM SOUTH INTERSECTS.
 BV1727'CONTINUE NORTHEAST. AT 2.85 MILES ROAD FROM SOUTH INTERSECTS.
 BV1727'CONTINUE NORTHEAST AND NORTH OVER ROAD IN A CURVE TO LEFT. AT 3.50
 BV1727'MILES TURN SHARP TO LEFT MAKING AN INTERIOR ANGLE OF
 BV1727'APPROXIMATELY 25 DEG (AZIMUTH MARK IS ABOUT 50 FEET WEST). AT
 BV1727'3.70 MILES TRIANGULATION STATION IS 86 FEET NORTH OF CENTER-LINE
 BV1727'OF ROAD, PROJECTING 12 INCHES ABOVE GROUND AND IN A PLOWED FIELD
 BV1727'OWNED BY GARSON BASS. MARVIN DUNNAWAYS HOUSE IS ABOUT 400 FEET
 BV1727'SOUTHWEST.
 BV1727
 BV1727                          STATION RECOVERY (1947)
 BV1727
 BV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1727'THE STATION WAS RECOVERED AS DESCRIBED BY M.A.H. IN 1934 WITH THE
 BV1727'EXCEPTION OF REACHING THE STATION, AND AT PRESENT THE STATION IS
 BV1727'LOCATED IN A CULTIVATED FIELD. A NEW DESCRIPTION FOLLOWS.
 BV1727'
 BV1727'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH-NORTHEAST OF PRENTISS,
 BV1727'0.15 MILE WEST OF A Y-ROAD INTERSECTION, AND 85 FEET NORTH OF THE
 BV1727'APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE MARK PROJECTS 15
 BV1727'INCHES, AND THE DISK IS STAMPED CLEM 1934.
 BV1727'
 BV1727'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1727'BRONZE DISKS SET IN CONCRETE.
 BV1727'
 BV1727'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, AND 20
 BV1727'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE
 BV1727'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CLEM NO 1 1934.
 BV1727'
 BV1727'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, AND 20 FEET
 BV1727'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE MARK
 BV1727'PROJECTS 9 INCHES, AND THE DISK IS STAMPED CLEM NO 2 1934.
 BV1727'
 BV1727'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, AND IN THE
 BV1727'INTERSECTION WHICH IS FORMED BY TWO ROADS. THE MARK PROJECTS 12
 BV1727'INCHES, AND THE DISK IS STAMPED CLEM AZI 1934.
 BV1727'
 BV1727'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 84
 BV1727'AND STATE HIGHWAY 13, WHICH IS ABOUT 0.65 MILE NORTH OF
 BV1727'THE VILLAGE OF PRENTISS, GO WEST ON STATE HIGHWAY 13 FOR 5.35 MILES
 BV1727'TO A CROSSROAD, TURN RIGHT AND GO 1.2 MILES TO A SIDE ROAD LEFT,
 BV1727'TURN LEFT AND GO 2.1 MILES TO A Y-ROAD INTERSECTION, AND AZIMUTH
 BV1727'MARK ON THE LEFT. TURN SHARP LEFT AND GO 0.15 MILE TO THE
 BV1727'STATION ON THE RIGHT.
 BV1727'
 BV1727'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1727
 BV1727                          STATION RECOVERY (1955)
 BV1727
 BV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1727'THE STATION WAS VISITED AND THE STATION MARK AND THE AZIMUTH MARK
 BV1727'WERE FOUND IN THEIR ORIGINAL POSITIONS BUT PROJECTING ABOUT 18
 BV1727'INCHES ABOVE THE GROUND, TO PRESERVE THESE MARKS, THE STATION WAS
 BV1727'LOWERED TO 12 INCHES BELOW THE SURFACE OF THE GROUND (STATION IN A
 BV1727'CULTIVATED FIELD) AND A NEW AZIMUTH MARK SET. THE OLD AZIMUTH
 BV1727'MARK WAS DESTROYED AFTER THE NEW AZIMUTH WAS OBSERVED. THE
 BV1727'SUB-SURFACE MARK WAS ALSO LOWERED IN ITS ORIGINAL POSITION.
 BV1727'REFERENCE MARKS NO.  1 AND NO. 2 WERE FOUND DESTROYED. THE DISKS
 BV1727'FOR THE SUB-SURFACE AND SURFACE MARKS WERE REUSED. THE DISKS
 BV1727'FOR R.M. NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE RECLAIMED.
 BV1727'
 BV1727'A NEW DESCRIPTION FOLLOWS--
 BV1727'
 BV1727'THE STATION IS LOCATED 7.5 MILES NNE OF PRENTISS, 0.15 MILE WEST OF
 BV1727'A Y INTERSECTION OF ROADS AND THE J.B. BASS HOME, ON A HIGH BARE
 BV1727'HILL OWNED BY MR. J.B. BASS. IT IS ABOUT 175 YARDS ENE OF THE
 BV1727'MARVIN DUNNAWAY HOME, 84 FEET N. OF THE CENTER OF A GRAVELED ROAD,
 BV1727'66.5 FEET N. OF A FENCE LINE AND 17.5 FEET N. OF A TERRACE, IN
 BV1727'A CULTIVATED FIELD. IT IS A STANDARD DISK, STAMPED CLEM
 BV1727'1934 1955, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 BV1727'
 BV1727'REFERENCE MARK NO. 3 IS 84.65 FEET SE OF THE STATION IN A FENCE
 BV1727'LINE AND 18 FEET N. OF THE CENTER OF THE GRAVELED ROAD. IT IS A
 BV1727'STANDARD DISK, STAMPED CLEM NO 3 1934 1955, PROJECTING 8 INCHES.
 BV1727'IT IS IN LINE WITH THE STATION AND A LONE SCYAMORE
 BV1727'TREE IN A RAVINE NW OF THE STATION.
 BV1727'
 BV1727'REFERENCE MARK NO. 4 IS 89.12 FEET SW OF THE STATION, IN A FENCE LINE
 BV1727'AND 18 FEET N. OF THE CENTER OF A GRAVELED ROAD. IT IS A STANDARD
 BV1727'DISK, STAMPED CLEM NO 4 1934 1955, PROJECTING 8 INCHES.
 BV1727'
 BV1727'THE DISTANCE BETWEEN REFERENCE MARK NO.3 AND NO. 4 IS 115.8 FEET.
 BV1727'
 BV1727'THE AZIMUTH MARK IS 0.15 MILE E OF THE STATION, AT THE SW CORNER
 BV1727'OF A GARDEN PLOT JUST WEST OF THE BASS HOUSE, AND ABOUT 75 YARDS W.
 BV1727'OF THE Y INTERSECTION OF ROADS, 22 FEET N. OF THE CENTER OF THE
 BV1727'GRAVELED ROAD AND 2.5 FEET W. OF A POWER POLE WHERE POWER LINE
 BV1727'MAKES TURN FROM SW TO E. IT IS A STANDARD DISK, STAMPED CLEM 1934
 BV1727'RESET 1955, PROJECTING 3 INCHES.
 BV1727'
 BV1727'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTISS, GO EAST AND
 BV1727'NORTH ON STATE HIGHWAY 13 AND U.S. HIGHWAY 84 FOR 0.65 MILE TO THEIR
 BV1727'INTERSECTION, TAKE LEFT FORK AND GO NORTH ON STATE HIGHWAY 13 FOR
 BV1727'5.35 MILES TO A CROSSROAD AND A BUTANE GAS BULK TANK IN THE SE
 BV1727'ANGLE, TURN RIGHT AND GO E. FOR 1.2 MILES TO A SIDE ROAD LEFT ON THE
 BV1727'TOP OF A HILL AND A TENANT HOUSE IN THE NW ANGLE, TURN LEFT AND
 BV1727'GO 2.05 MILES TO A Y INTERSECTION, AND THE J.B. BASS HOUSE AND
 BV1727'GROCERY STORE TO THE NORTH, TURN SHARP LEFT AND GO ABOUT 75 YARDS
 BV1727'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO THE
 BV1727'HIGHEST PART OF THE HILL AND THE STATION ON THE RIGHT.
 BV1727
 BV1727                          STATION RECOVERY (1970)
 BV1727
 BV1727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 BV1727'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, AZ MK WAS FOUND BY
 BV1727'POLARIS OBSERVATION TO BE S 79 DEG 17 MIN E. RM 1 AND 2 HAVE
 BV1727'BEEN DESTROYED BY ROAD CONSTRUCTION THE 1955 DESCRIPTION IS
 BV1727'ADEQUATE WITH THE FOLLOWING SUBSTITUTION IN THE FIRST PARAGRAPH
 BV1727'AFTER MARVIN DUNAWAY HOME. THE STATION IS 82 FT. N OF THE CENTER
 BV1727'OF A GRAVELED ROAD, 106.1 FT. NW OF A TELEPHONE POLE, 160.6 FT.
 BV1727'SE OF A LONE SWEETGUM
 BV1727'TREE AND 1 FT. W OF A METAL WITNESS POST.
 BV1727
 BV1727                          STATION RECOVERY (1973)
 BV1727
 BV1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 BV1727'THE STATION WAS VISITED 2-13-73 AND THE STATION AND THE AZIMUTH
 BV1727'MARK WERE FOUND IN GOOD CONDITION. REFERENCE MARKS NO. 3 AND NO. 4
 BV1727'WERE DESTROYED PRIOR TO THIS DATE. REFERENCE MARKS NO. 5 AND 6 WERE
 BV1727'ESTABLISHED AT THIS DATE. THE STATION IS NOW ON THE WEST EDGE OF
 BV1727'THE FRONT LAWN OF THE BRICK HOUSE OWNED BY MR. BASS. A NEW
 BV1727'DESCRIPTION FOLLOWS--
 BV1727'
 BV1727'THE STATION IS LOCATED ABOUT 7.5 MILES NNE OF PRENTISS, ON THE TOP
 BV1727'OF A HILL, ABOUT 0.15 MILE WEST OF A Y INTERSECTION OF ROADS, AT THE
 BV1727'WEST FENCE LINE OF THE FRONT YARD OF A BRICK HOME OWNED BY MR. J.B.
 BV1727'BASS. IT IS 85 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 12
 BV1727'FEET WEST OF A DRIVEWAY, 68.5 FEET SW OF THE SW CORNER OF A BRICK
 BV1727'HOUSE, 59 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 BV1727'HOUSE, 67 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF
 BV1727'THE HOUSE, 166 FEET WEST OF A POLE WITH A YARD LIGHT, 40 FEET
 BV1727'NORTHWEST OF A WATER METER, AND 1 FOOT EAST OF A FENCE LINE. IT
 BV1727'IS A TRIANGULATION STATION DISK STAMPED CLEM 1934 1955, 12 INCHES
 BV1727'BELOW THE SURFACE OF THE GROUND.
 BV1727'
 BV1727'REFERENCE MARK NO. 5 IS 66.69 FEET NORTH OF THE STATION, 150 FEET
 BV1727'NORTH OF THE CENTER OF THE BLACK TOP ROAD, 1 FOOT EAST OF A FENCE
 BV1727'54.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE
 BV1727'AND ON THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE. IT IS
 BV1727'REFERENCE MARK DISK STAMPED CLEM 1934 NO 5 1973, FLUSH WITH THE
 BV1727'GROUND.
 BV1727'
 BV1727'REFERENCE MARK NO. 6 IS 48.82 FEET SOUTH OF THE STATION AND ON
 BV1727'LINE WITH THE STATION AND REFERENCE MARK NO. 5. IT IS 35. FEET NORTH
 BV1727'OF THE CENTER OF THE ROAD, 12.5 FEET NORTH OF A FENCE CORNER, 10
 BV1727'FEET WEST OF THE CENTER OF THE DRIVEWAY AND 104 FEET SOUTHWEST OF
 BV1727'THE SOUTHWEST CORNER OF THE HOUSE. IT IS A REFERENCE MARK DISK
 BV1727'STAMPED CLEM 1934 NO 6 1973 FLUSH WITH THE GROUND.
 BV1727'
 BV1727'THE AZIMUTH MARK IS 0.15 MILE ESE OF THE STATION, 155 FEET NORTH
 BV1727'WEST OF THE Y INTERSECTION, 23 FEET NORTH OF THE CENTER OF THE EAST-
 BV1727'WEST BLACK TOP ROAD, 3 FEET WEST OF A UTILITY POLE WITH A GUY WIRE,
 BV1727'2 FEET EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BV1727'IT IS AN AZIMUTH MARK DISK STAMPED CLEM 1934 RESET 1955, FLUSH
 BV1727'WITH THE GROUND.
 BV1727'
 BV1727'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS, GO
 BV1727'NORTHWEST ON STATE HIGHWAY 13 AND U.S. HIGHWAY 84 FOR 0.85 MILE TO A
 BV1727'FORKS, TAKE LEFT FORK AND GO NORTH ON STATE HIGHWAY 13, FOR 5.6
 BV1727'MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 1.2 MILE TO A FORK,
 BV1727'TAKE LEFT FORK AND GO NORTHEAST ON A BLACK TOP ROAD FOR 2.1 MILES
 BV1727'TO A Y INTERSECTION AND THE AZIMUTH MARK ON THE LEFT. TURN SHARP
 BV1727'LEFT AND GO WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT IN THE
 BV1727'WEST FENCE LINE OF THE FRONT YARD OF THE BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2119 ***********************************************************************
 DK2119  DESIGNATION -  CLEVE
 DK2119  PID         -  DK2119
 DK2119  STATE/COUNTY-  MS/BOLIVAR
 DK2119  USGS QUAD   -  PACE (1969)
 DK2119
 DK2119                         *CURRENT SURVEY CONTROL
 DK2119  ___________________________________________________________________
 DK2119* NAD 83(1993)-  33 45 21.62239(N)    090 45 25.85743(W)     ADJUSTED  
 DK2119* NAVD 88     -        41.8    (meters)     137.     (feet)  VERTCON   
 DK2119  ___________________________________________________________________
 DK2119  X           -     -70,149.649 (meters)                     COMP
 DK2119  Y           -  -5,307,893.670 (meters)                     COMP
 DK2119  Z           -   3,523,986.014 (meters)                     COMP
 DK2119  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DK2119  ELLIP HEIGHT-          15.373 (meters)          (05/13/94) ADJUSTED
 DK2119  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK2119  HORZ ORDER  -  THIRD
 DK2119  ELLP ORDER  -  FOURTH    CLASS I
 DK2119
 DK2119.This mark is at Cleveland Municipal Airport (RNV)
 DK2119
 DK2119.The horizontal coordinates were established by GPS observations
 DK2119.and adjusted by the National Geodetic Survey in May 1994.
 DK2119
 DK2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2119
 DK2119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2119
 DK2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2119
 DK2119.The ellipsoidal height was determined by GPS observations
 DK2119.and is referenced to NAD 83.
 DK2119
 DK2119.The geoid height was determined by GEOID03.
 DK2119
 DK2119;                    North         East     Units Scale Factor Converg.
 DK2119;SPC MS W     -   471,965.440   660,732.999   MT  0.99996900   -0 14 07.9
 DK2119;SPC MS W     - 1,548,439.95  2,167,754.85   sFT  0.99996900   -0 14 07.9
 DK2119;UTM  15      - 3,737,362.826   707,730.079   MT  1.00013200   +1 14 48.1
 DK2119
 DK2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2119!SPC MS W     -   0.99999759  x   0.99996900  =   0.99996659
 DK2119!UTM  15      -   0.99999759  x   1.00013200  =   1.00012959
 DK2119
 DK2119:                Primary Azimuth Mark                     Grid Az
 DK2119:SPC MS W     -  CLEVE AZ MK                              358 05 09.4
 DK2119:UTM  15      -  CLEVE AZ MK                              356 36 13.4
 DK2119
 DK2119|---------------------------------------------------------------------|
 DK2119| PID    Reference Object                     Distance      Geod. Az  |
 DK2119|                                                           dddmmss.s |
 DK2119| DK2120 CLEVE AZ MK                         APPROX. 1.1 KM 3575101.5 |
 DK2119|---------------------------------------------------------------------|
 DK2119
 DK2119                          SUPERSEDED SURVEY CONTROL
 DK2119
 DK2119  ELLIP H (01/21/93)   15.075  (m)                       GP(       ) 4 2
 DK2119  NAD 83(1986)-  33 45 21.63436(N)    090 45 25.85367(W) AD(       ) 3
 DK2119  NAD 27      -  33 45 21.22548(N)    090 45 25.49686(W) AD(       ) 3
 DK2119  NGVD 29 (09/20/88)   41.9    (m)          137.     (f) GPS OBS     3  
 DK2119
 DK2119.Superseded values are not recommended for survey control.
 DK2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2119.See file dsdata.txt to determine how the superseded data were derived.
 DK2119
 DK2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0773037363(NAD 83)
 DK2119_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2119+STABILITY: SURFACE MOTION
 DK2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2119+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1988
 DK2119
 DK2119  HISTORY     - Date     Condition        Report By
 DK2119  HISTORY     - 1987     MONUMENTED       NGS
 DK2119  HISTORY     - 19880120 GOOD
 DK2119
 DK2119                          STATION DESCRIPTION
 DK2119
 DK2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DK2119'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 DK2119'NORTHWEST OF CLEVELAND, AT THE CLEVELAND MUNICIPAL AIRPORT, AND
 DK2119'NEAR RUNWAY END 35.
 DK2119'OWNERSHIP--CITY OF CLEVELAND, 100 NORTH STREET, CLEVELAND MS 38732.
 DK2119'TELEPHONE (601) 843-8936
 DK2119'
 DK2119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 DK2119'HIGHWAY 8 IN CLEVELAND, GO WEST FOR 3.7 KM (2.3 MI) ON HIGHWAY 8 TO
 DK2119'A PAVED SIDEROAD ON THE RIGHT.
 DK2119'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE ROAD TO THE
 DK2119'AIRPORT ENTRANCE AND THE OFFICE ON THE RIGHT. PASS THROUGH GATE,
 DK2119'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON A TAXIWAY TO THE
 DK2119'STATION ON THE RIGHT, JUST BEFORE REACHING RUNWAY.
 DK2119'
 DK2119'THE STATION IS A STANDARD NGS DISK
 DK2119'STAMPED---CLEVE 1987---,
 DK2119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK2119'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DK2119'85.65 METERS (281.0 FT) SOUTH-SOUTHWEST FROM A WINDSOCK BASE,
 DK2119'70.16 METERS (230.2 FT) SOUTH-SOUTHEAST FROM THE EAST THRESHOLD
 DK2119'LIGHT AT RUNWAY END 35,
 DK2119'36.66 METERS (120.3 FT) SOUTHEAST FROM THE FIRST RUNWAY LIGHT NORTH
 DK2119'OF THE TAXIWAY,
 DK2119'35.81 METERS (117.5 FT) NORTHEAST FROM A TAXIWAY LIGHT,
 DK2119'31.39 METERS (103.0 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 DK2119'29.66 METERS (97.3 FT) NORTH FROM THE NORTH EDGE OF THE TAXIWAY, AND
 DK2119'0.30 METERS (1.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 DK2119'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK2119'STAMPED---CLEVE 1987---,
 DK2119'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DK2119'
 DK2119'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DK2119
 DK2119                          STATION RECOVERY (1988)
 DK2119
 DK2119'RECOVERED 1988
 DK2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2120 ***********************************************************************
 DK2120  DESIGNATION -  CLEVE AZ MK
 DK2120  PID         -  DK2120
 DK2120  STATE/COUNTY-  MS/BOLIVAR
 DK2120  USGS QUAD   -  PACE (1969)
 DK2120
 DK2120                         *CURRENT SURVEY CONTROL
 DK2120  ___________________________________________________________________
 DK2120* NAD 83(1993)-  33 45 57.95950(N)    090 45 27.49049(W)     ADJUSTED  
 DK2120* NAVD 88     -        41.6    (meters)     136.     (feet)  VERTCON   
 DK2120  ___________________________________________________________________
 DK2120  X           -     -70,183.444 (meters)                     COMP
 DK2120  Y           -  -5,307,270.841 (meters)                     COMP
 DK2120  Z           -   3,524,916.683 (meters)                     COMP
 DK2120  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DK2120  ELLIP HEIGHT-          15.195 (meters)          (05/13/94) ADJUSTED
 DK2120  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK2120  HORZ ORDER  -  THIRD
 DK2120  ELLP ORDER  -  FOURTH    CLASS I
 DK2120
 DK2120.This mark is at Cleveland Municipal Airport (RNV)
 DK2120
 DK2120.The horizontal coordinates were established by GPS observations
 DK2120.and adjusted by the National Geodetic Survey in May 1994.
 DK2120
 DK2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2120
 DK2120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2120
 DK2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2120
 DK2120.The ellipsoidal height was determined by GPS observations
 DK2120.and is referenced to NAD 83.
 DK2120
 DK2120.The geoid height was determined by GEOID03.
 DK2120
 DK2120;                    North         East     Units Scale Factor Converg.
 DK2120;SPC MS W     -   473,085.136   660,695.581   MT  0.99996904   -0 14 09.0
 DK2120;SPC MS W     - 1,552,113.48  2,167,632.09   sFT  0.99996904   -0 14 09.0
 DK2120;UTM  15      - 3,738,481.361   707,663.696   MT  1.00013166   +1 14 48.3
 DK2120
 DK2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2120!SPC MS W     -   0.99999761  x   0.99996904  =   0.99996665
 DK2120!UTM  15      -   0.99999761  x   1.00013166  =   1.00012927
 DK2120
 DK2120:                Primary Azimuth Mark                     Grid Az
 DK2120:SPC MS W     -  CLEVE                                    178 05 09.6
 DK2120:UTM  15      -  CLEVE                                    176 36 12.3
 DK2120
 DK2120|---------------------------------------------------------------------|
 DK2120| PID    Reference Object                     Distance      Geod. Az  |
 DK2120|                                                           dddmmss.s |
 DK2120| DK2119 CLEVE                               APPROX. 1.1 KM 1775100.6 |
 DK2120|---------------------------------------------------------------------|
 DK2120
 DK2120                          SUPERSEDED SURVEY CONTROL
 DK2120
 DK2120  ELLIP H (01/21/93)   14.723  (m)                       GP(       ) 4 2
 DK2120  NAD 83(1986)-  33 45 57.97164(N)    090 45 27.48702(W) AD(       ) 3
 DK2120  NAD 27      -  33 45 57.56305(N)    090 45 27.12977(W) AD(       ) 3
 DK2120  NGVD 29 (09/20/88)   41.7    (m)          137.     (f) GPS OBS     3  
 DK2120
 DK2120.Superseded values are not recommended for survey control.
 DK2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2120.See file dsdata.txt to determine how the superseded data were derived.
 DK2120
 DK2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0766438481(NAD 83)
 DK2120_MARKER: DZ = AZIMUTH MARK DISK
 DK2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2120+STABILITY: SURFACE MOTION
 DK2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2120+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1988
 DK2120
 DK2120  HISTORY     - Date     Condition        Report By
 DK2120  HISTORY     - 1987     MONUMENTED       NGS
 DK2120  HISTORY     - 19880121 GOOD
 DK2120
 DK2120                          STATION DESCRIPTION
 DK2120
 DK2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DK2120'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 DK2120'NORTHWEST OF CLEVELAND, AT THE CLEVELAND MUNICIPAL AIRPORT, NEAR
 DK2120'RUNWAY END 17.
 DK2120'OWNERSHIP--CITY OF CLEVELAND, 100 NORTH STREET, CLEVELAND MS 38732.
 DK2120'TELEPHONE (601) 843-8936.
 DK2120'
 DK2120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 DK2120'HIGHWAY 8 IN CLEVELAND, GO WEST FOR 3.7 KM (2.3 MI) ON HIGHWAY 8 TO
 DK2120'A PAVED SIDEROAD ON THE RIGHT.
 DK2120'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO
 DK2120'THE AIRPORT ENTRANCE AND THE OFFICE ON THE RIGHT.  PASS THROUGH
 DK2120'GATE, TURN LEFT AND GO WEST FOR 0.3 KM (0.25 MI) ON A TAXIWAY TO A
 DK2120'RUNWAY.
 DK2120'TURN RIGHT AND GO NORTH FOR 1.0 KM (0.65 MI) ON THE EAST SIDE OF
 DK2120'THE RUNWAY TO THE STATION ON THE RIGHT AT RUNWAY END 17.
 DK2120'
 DK2120'THE STATION IS A STANDARD NGS DISK
 DK2120'STAMPED---CLEVE 1987---,
 DK2120'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK2120'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DK2120'67.05 METERS (220.0 FT) NORTHEAST FROM THE SECOND RUNWAY LIGHT
 DK2120'SOUTH OF RUNWAY END 17,
 DK2120'63.70 METERS (209.3 FT) NORTHWEST FROM A 46 INCH LONE OAK TREE,
 DK2120'31.18 METERS (102.3 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 DK2120'28.04 METERS (92.0 FT) EAST FROM THE FIRST RUNWAY LIGHT SOUTH OF
 DK2120'RUNWAY END 17,
 DK2120'17.68 METERS (58.0 FT) EAST-SOUTHEAST FROM THE EAST THRESHOLD LIGHT
 DK2120'AT RUNWAY END 17, AND
 DK2120'0.30 METERS (1.0 FT) WEST FROM A CARSONITE WITNESS POST.
 DK2120'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK2120'STAMPED---CLEVE 1987---,
 DK2120'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DK2120'
 DK2120'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DK2120
 DK2120                          STATION RECOVERY (1988)
 DK2120
 DK2120'RECOVERED 1988
 DK2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0660 ***********************************************************************
 DK0660  DESIGNATION -  CLEVELAND
 DK0660  PID         -  DK0660
 DK0660  STATE/COUNTY-  MS/BOLIVAR
 DK0660  USGS QUAD   -  CLEVELAND (1966)
 DK0660
 DK0660                         *CURRENT SURVEY CONTROL
 DK0660  ___________________________________________________________________
 DK0660* NAD 83(1993)-  33 44 48.31498(N)    090 44 10.14010(W)     ADJUSTED  
 DK0660* NAVD 88     -        41.816  (meters)     137.19   (feet)  ADJUSTED  
 DK0660  ___________________________________________________________________
 DK0660  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DK0660  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0660  DYNAMIC HT  -          41.773 (meters)     137.05  (feet)  COMP
 DK0660  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DK0660
 DK0660  HORZ ORDER  -  THIRD
 DK0660  VERT ORDER  -  SECOND    CLASS 0
 DK0660
 DK0660.The horizontal coordinates were established by classical geodetic methods
 DK0660.and adjusted by the National Geodetic Survey in May 1994.
 DK0660
 DK0660.The orthometric height was determined by differential leveling
 DK0660.and adjusted in June 1991.
 DK0660
 DK0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0660
 DK0660.The geoid height was determined by GEOID03.
 DK0660
 DK0660.The dynamic height is computed by dividing the NAVD 88
 DK0660.geopotential number by the normal gravity value computed on the
 DK0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0660.degrees latitude (g = 980.6199 gals.).
 DK0660
 DK0660.The modeled gravity was interpolated from observed gravity values.
 DK0660
 DK0660;                    North         East     Units Scale Factor Converg.
 DK0660;SPC MS W     -   470,931.452   662,677.543   MT  0.99996717   -0 13 25.6
 DK0660;SPC MS W     - 1,545,047.61  2,174,134.57   sFT  0.99996717   -0 13 25.6
 DK0660;UTM  15      - 3,736,379.310   709,701.048   MT  1.00014215   +1 15 29.1
 DK0660
 DK0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0660!SPC MS W     -   0.99999759  x   0.99996717  =   0.99996476
 DK0660!UTM  15      -   0.99999759  x   1.00014215  =   1.00013974
 DK0660
 DK0660|---------------------------------------------------------------------|
 DK0660| PID    Reference Object                     Distance      Geod. Az  |
 DK0660|                                                           dddmmss.s |
 DK0660| DK0661 CLEVELAND RM 1                       18.065 METERS 03009     |
 DK0660| DK0657 N 18 2 USE                          101.122 METERS 04626     |
 DK0660| DK1954 CLEVELAND REA RAD KKA 988 MAST      APPROX. 2.3 KM 0850229.1 |
 DK0660| DK1951 CLEVELAND RADIO STA WCLD MAST       APPROX. 2.7 KM 1264314.9 |
 DK0660| DK0659 CLEVELAND RM 2                       21.644 METERS 14748     |
 DK0660| DK2175 HARLOW RESET                        APPROX. 5.8 KM 2784450.8 |
 DK0660| CY5446 CLEVELAND AZ MK                                    3501534.0 |
 DK0660|---------------------------------------------------------------------|
 DK0660
 DK0660                          SUPERSEDED SURVEY CONTROL
 DK0660
 DK0660  NAD 83(1986)-  33 44 48.32453(N)    090 44 10.13706(W) AD(       ) 3
 DK0660  NAD 27      -  33 44 47.91580(N)    090 44 09.78900(W) AD(       ) 3
 DK0660  NGVD 29 (??/??/??)   41.925  (m)          137.55   (f) ADJUSTED    2 0
 DK0660
 DK0660.Superseded values are not recommended for survey control.
 DK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0660.See file dsdata.txt to determine how the superseded data were derived.
 DK0660
 DK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0970136379(NAD 83)
 DK0660_MARKER: DS = TRIANGULATION STATION DISK
 DK0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0660_STAMPING: CLEVELAND 1957
 DK0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0660+STABILITY: SURFACE MOTION
 DK0660
 DK0660  HISTORY     - Date     Condition        Report By
 DK0660  HISTORY     - 1957     MONUMENTED       CGS
 DK0660  HISTORY     - 1957     GOOD             CGS
 DK0660  HISTORY     - 1965     GOOD             USGS
 DK0660  HISTORY     - 1971     GOOD             NGS
 DK0660  HISTORY     - 1971     GOOD             NGS
 DK0660  HISTORY     - 1974     GOOD             MSU
 DK0660
 DK0660                          STATION DESCRIPTION
 DK0660
 DK0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK0660'THE STATION IS LOCATED ON THE GROUNDS OF THE DELTA STATE
 DK0660'COLLEGE, IN THE NORTHWEST PART OF THE CITY OF CLEVELAND
 DK0660'AND IN SECTION 20, T 22 N, R 5 W.
 DK0660'
 DK0660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DK0660'61 AND STATE HIGHWAY 8, IN CLEVELAND, GO WEST ON STATE HIGHWAY
 DK0660'8 FOR 1.1 MILES TO THE WEST ENTRANCE TO THE DELTA STATE
 DK0660'COLLEGE, TURN LEFT, SOUTH, FOR 0.05 MILE TO THE STATION
 DK0660'ON THE RIGHT.
 DK0660'
 DK0660'STATION MARKS ARE STANDARD DISKS STAMPED CLEVELAND 1957.
 DK0660'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS
 DK0660'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 101 FEET
 DK0660'SOUTH-SOUTHWEST OF A STREET LIGHT, 91 FEET SOUTH OF THE
 DK0660'SOUTHEAST CORNER OF THE MOST EASTERLY STUDENT APARTMENT
 DK0660'BUILDING, 72 FEET WEST OF THE CENTER OF THE WEST DRIVEWAY
 DK0660'TO THE COLLEGE AND 69 FEET SOUTH OF THE CENTER OF A PAVED
 DK0660'ONE WAY STREET.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DK0660'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 DK0660'
 DK0660'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEVELAND
 DK0660'NO 1 1957, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 DK0660'WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTH-SOUTHEAST
 DK0660'OF THE SOUTHEAST CORNER OF THE MOST EASTERLY STUDENT APARTMENT
 DK0660'BUILDING, 39 FEET WEST OF THE CENTER OF THE WEST DRIVEWAY
 DK0660'TO THE COLLEGE, 19 FEET SOUTH OF THE CENTER OF A PAVED ONE
 DK0660'WAY STREET AND 2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.
 DK0660'
 DK0660'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEVELAND
 DK0660'NO 2 1957, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 DK0660'WITH THE SURFACE OF THE GROUND.  IT IS 41 FEET NORTH-NORTHWEST OF
 DK0660'A STREET LIGHT, 37 FEET WEST OF THE CENTER OF THE WEST DRIVEWAY TO
 DK0660'THE COLLEGE AND 2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.
 DK0660'
 DK0660'N-18-2 (USED) IS A U.S. ENGINEER DEPARTMENT MARK BOLTED
 DK0660'TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 DK0660'THE MARK IS STAMPED N-18-2 1930 ELEV. 140.  IT IS 69 FEET
 DK0660'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 8, 35 FEET WEST
 DK0660'OF THE CENTER OF THE EAST DRIVEWAY TO THE COLLEGE AND 7
 DK0660'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PILLAR
 DK0660'ON THE WEST EDGE OF THE EAST DRIVEWAY TO THE COLLEGE.
 DK0660'
 DK0660'AZIMUTH MARK IS A STANDARD DISK STAMPED CLEVELAND 1957,
 DK0660'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 DK0660'IS 124 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 DK0660'57 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 41 FEET
 DK0660'SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD AND 40 FEET
 DK0660'EAST OF A POWER LINE POLE.  A STANDARD WITNESS POST WAS
 DK0660'SET 1 FOOT NORTH OF THE MARK.
 DK0660'
 DK0660'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 DK0660'0.05 MILE TO STATE HIGHWAY 8, TURN LEFT ON STATE HIGHWAY
 DK0660'8 FOR ABOUT 50 YARDS TO A SIDE STREET RIGHT, TURN RIGHT
 DK0660'FOR 0.2 MILE TO WHERE THE STREET MAKES A SHARP RIGHT TURN
 DK0660'AND THE AZIMUTH MARK ABOUT 50 FEET NORTH OF THE TURN.
 DK0660'
 DK0660'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DK0660
 DK0660                          STATION RECOVERY (1957)
 DK0660
 DK0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 DK0660'0.8 MI W FROM CLEVELAND.
 DK0660'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE
 DK0660'ILLINOIS CENTRAL RAILROAD AT CLEVELAND, IN SECTION 20, T 22 N, R 5 W,
 DK0660'51 FEET WEST OF WEST CURB LINE OF THE WEST MOST OF TWO ENTRANCE DRIVES
 DK0660'TO DELTA STATE COLLEGE AND ON COLLEGE PROPERTY, 301-3/4 FEET
 DK0660'NORTH-NORTHWEST OF NORTHEAST CORNER OF SCIENCE BUILDING, 70 1/2 FEET
 DK0660'SOUTH OF CENTER LINE OF A BLACK TOP DRIVE LEADING WEST, 71.1 FEET
 DK0660'NORTHWEST OF RM NO. 2, 59.3 FEET SOUTH-SOUTHWEST OF RM NO. 1, 43 1/2
 DK0660'FEET WEST-SOUTHWEST OF AN 8-INCH RED BUD TREE, AND SET IN THE TOP OF A
 DK0660'CONCRETE POST ABOUT 4 INCHES UNDERGROUND.
 DK0660
 DK0660                          STATION RECOVERY (1965)
 DK0660
 DK0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK0660'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 DK0660'AS DESCRIBED.
 DK0660'
 DK0660'SURFACE MARK IS BELOW SURFACE ABOUT 1 FOOT.  AZIMUTH
 DK0660'MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 DK0660
 DK0660                          STATION RECOVERY (1971)
 DK0660
 DK0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DK0660'THE STATION WAS VISITED 9-10-71 AND THE STATION, R.M. NO.
 DK0660'1 AND NO. 2 AND N-18-2 (USE) WERE FOUND IN GOOD CONDITION.
 DK0660'THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE.  DUE
 DK0660'TO LOCAL CHANGES ON THE CAMPUS A NEW DESCRIPTION FOLLOWS--
 DK0660'
 DK0660'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CLEVELAND
 DK0660'IN THE NORTHWEST CORNER OF THE CAMPUS OF DELTA STATE COLLEGE,
 DK0660'NEAR THE WEST ENTRANCE TO THE COLLEGE.  IT IS 310 FEET SOUTH
 DK0660'OF THE CENTERLINE OF STATE HIGHWAY 8, 70 FEET WEST OF THE
 DK0660'CENTER OF THE WEST DRIVEWAY TO THE COLLEGE, 68 FEET SOUTH
 DK0660'OF A STREET LEADING WEST, 37 FEET NORTH OF THE NORTHEAST
 DK0660'CORNER OF ZEIGLER HALL, 4 FEET WEST OF THE PROJECTED PLANE
 DK0660'OF THE EAST WALL OF THE SAME, 35 FEET WEST OF THE WEST EDGE
 DK0660'OF THE SIDEWALK, 35.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DK0660'CORNER OF THE STEPS OF THE NORTH ENTRANCE TO ZEIGLER HALL,
 DK0660'13 FEET SOUTHEAST OF A LONE PECAN TREE, IT IS A
 DK0660'TRIANGULATION DISK STAMPED CLEVELAND 1957, 10 INCHES BELOW
 DK0660'THE SURFACE OF THE GROUND
 DK0660'
 DK0660'REFERENCE MARK NO. 1 IS 59.27 FEET NNE OF THE STATION.  IT
 DK0660'IS 37FEET WEST OF THE CENTER OF THE WEST DRIVE TO THE COLLEGE,
 DK0660'20 FEET SOUTH OF THE STREET LEADING WEST, 2 FEET WEST OF
 DK0660'THE WEST EDGE OF THE SIDEWALK, 9 FEET WEST OF A 3-FOOT OAK
 DK0660'TREE, 90 FEET NNE OF THE NORTHEAST CORNER OF ZEIGLER HALL,
 DK0660'AND 30.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTH
 DK0660'END OF THE SIDEWALK.  IT IS A REFERENCE MARK DISK, STAMPED
 DK0660'CLEVELAND NO 1 1957, 6 INCHES BELOW THE SURFACE OF THE GROUND.
 DK0660'
 DK0660'REFERENCE MARK NO. 2 IS 71.11 FEET SOUTHEAST OF THE STATION.
 DK0660'IT IS 37 FEET WEST OF THE CENTER OF THE WEST DRIVE TO THE
 DK0660'COLLEGE, 2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK, 17.5
 DK0660'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO
 DK0660'THE ZEIGLER HALL, 39.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DK0660'OF ZEIGLER HALL AND 26 FEET NORTHEAST OF THE NORTH END OF
 DK0660'THE BOTTOM STEP OF THE ENTRANCE TO THE HALL.  IT IS A REFERENCE
 DK0660'MARK DISK, STAMPED CLEVELAND NO 2 1957, 6 INCHES BELOW THE
 DK0660'SURFACE OF THE GROUND.
 DK0660'
 DK0660'N-18-2 (USE) IS 331.75 FEET NORTHEAST OF THE STATION.  IT
 DK0660'IS 70 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 8, 31 FEET
 DK0660'WEST OF THE CENTER OF THE EAST DRIVEWAY TO THE COLLEGE,
 DK0660'19 FEET NORTH OF THE CENTER OF A CROSS STREET, 7 FEET SOUTHEAST
 DK0660'OF THE SOUTHWEST CORNER OF THE BRICK COLUM OF THE EAST
 DK0660'ENTRANCE, 53 FEET NORTH OF A 3-FOOT OAK TREE(THE MOST NORTHERLY
 DK0660'OF A ROW OF OAK TREES) IT IS A U.S. ARMY ENGINEERS BRASS
 DK0660'CAP BOLTED ON THE TOP OF A 6-INCH IRON PIPE PROJECTING 3
 DK0660'INCHES.  IT IS STAMPED N-18-2 1930 140.
 DK0660'
 DK0660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 DK0660'AND STATE HIGHWAY 8 IN CLEVELAND, GO WEST ON STATE HIGHWAY
 DK0660'8 FOR 1.1 MILES TO THE WEST ENTRANCE TO DELTA STATE COLLEGE,
 DK0660'TURN LEFT AND GO 0.05 MILE TO THE MARK ON THE RIGHT AT ZEIGLER
 DK0660'HALL.
 DK0660'
 DK0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLEVELAND
 DK0660
 DK0660                          STATION RECOVERY (1971)
 DK0660
 DK0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DK0660'RECOVERED IN GOOD CONDITION.
 DK0660
 DK0660                          STATION RECOVERY (1974)
 DK0660
 DK0660'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (DRA)
 DK0660'CLEVELAND 1957 RECOVERED GOOD.
 DK0660'
 DK0660'RM 1 UNKNOWN-GRAVEL ASPHALT PARKING LOT AT THIS LOCATION.
 DK0660'
 DK0660'RM 2 UNKNOWN-NOT A THROUGH SEARCH FOR THE 2 RMS.
 DK0660'
 DK0660'N-18-2 1930 140 RECOVERED GOOD-ALSO DESCRIBED IN LINE 19 P 4.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1923 ***********************************************************************
 DK1923  DESIGNATION -  CLEVELAND AMER LA MICROWAVE
 DK1923  PID         -  DK1923
 DK1923  STATE/COUNTY-  MS/BOLIVAR
 DK1923  USGS QUAD   -  MERIGOLD (1966)
 DK1923
 DK1923                         *CURRENT SURVEY CONTROL
 DK1923  ___________________________________________________________________
 DK1923* NAD 83(1993)-  33 47 55.15041(N)    090 43 04.99218(W)     ADJUSTED  
 DK1923* NAVD 88     -              **(meters)            **(feet)            
 DK1923  ___________________________________________________________________
 DK1923  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DK1923  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1923  HORZ ORDER  -  THIRD
 DK1923
 DK1923.The horizontal coordinates were established by classical geodetic methods
 DK1923.and adjusted by the National Geodetic Survey in May 1994.
 DK1923
 DK1923
 DK1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1923
 DK1923.The geoid height was determined by GEOID03.
 DK1923
 DK1923;                    North         East     Units Scale Factor Converg.
 DK1923;SPC MS W     -   476,681.330   664,375.760   MT  0.99996564   -0 12 50.4
 DK1923;SPC MS W     - 1,563,912.00  2,179,706.14   sFT  0.99996564   -0 12 50.4
 DK1923;UTM  15      - 3,742,172.251   711,250.179   MT  1.00015018   +1 16 11.5
 DK1923
 DK1923                          SUPERSEDED SURVEY CONTROL
 DK1923
 DK1923  NAD 83(1986)-  33 47 55.16014(N)    090 43 04.98868(W) AD(       ) 4
 DK1923  NAD 27      -  33 47 54.75700(N)    090 43 04.63900(W) AD(       ) 3
 DK1923
 DK1923.Superseded values are not recommended for survey control.
 DK1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1923.See file dsdata.txt to determine how the superseded data were derived.
 DK1923
 DK1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1125042172(NAD 83)
 DK1923_MARKER: 44 = MICROWAVE MAST
 DK1923
 DK1923  HISTORY     - Date     Condition        Report By
 DK1923  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1923  HISTORY     - 1965     GOOD             USGS
 DK1923
 DK1923                          STATION DESCRIPTION
 DK1923
 DK1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1923'STATION IS THE TOP CENTER OF A RED AND WHITE PAINTED SLENDER
 DK1923'STEEL MAST ABOUT 210 FEET HIGH.
 DK1923'
 DK1923'THE MAST IS ABOUT 0.2 MILE NORTH OF THE DELTA STEAM ELECTRIC
 DK1923'STATION, AND IS ABOUT 3.0 MILES NORTH OF CLEVELAND, ALONG U.S.
 DK1923'HIGHWAY 61.
 DK1923
 DK1923                          STATION RECOVERY (1965)
 DK1923
 DK1923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK1923'MICRO-WAVE MAST BELONGS TO TEXAS GAS CO. AND NOT AMERICAN
 DK1923'LOUISIANA AS LISTED.  IT IS 0.2 MILE NORTH OF THE DELTA
 DK1923'STEAM ELECTRIC STATION AND ABOUT 3.0 MILES NORTH OF CLEVELAND.
 DK1923'EAST OF U.S. HIGHWAY 61 IN NW CORNER OF FENCED IN AREA AROUND
 DK1923'ELECTRIC PLANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1924 ***********************************************************************
 DK1924  DESIGNATION -  CLEVELAND BAXTER LAB INC TANK
 DK1924  PID         -  DK1924
 DK1924  STATE/COUNTY-  MS/BOLIVAR
 DK1924  USGS QUAD   -  MERIGOLD (1966)
 DK1924
 DK1924                         *CURRENT SURVEY CONTROL
 DK1924  ___________________________________________________________________
 DK1924* NAD 83(1993)-  33 45 53.39203(N)    090 43 04.54258(W)     ADJUSTED  
 DK1924* NAVD 88     -              **(meters)            **(feet)            
 DK1924  ___________________________________________________________________
 DK1924  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DK1924  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK1924  HORZ ORDER  -  THIRD
 DK1924
 DK1924.The horizontal coordinates were established by classical geodetic methods
 DK1924.and adjusted by the National Geodetic Survey in May 1994.
 DK1924
 DK1924
 DK1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1924
 DK1924.The geoid height was determined by GEOID03.
 DK1924
 DK1924;                    North         East     Units Scale Factor Converg.
 DK1924;SPC MS W     -   472,929.984   664,373.323   MT  0.99996564   -0 12 49.5
 DK1924;SPC MS W     - 1,551,604.46  2,179,698.14   sFT  0.99996564   -0 12 49.5
 DK1924;UTM  15      - 3,738,421.405   711,344.862   MT  1.00015068   +1 16 07.7
 DK1924
 DK1924                          SUPERSEDED SURVEY CONTROL
 DK1924
 DK1924  NAD 83(1986)-  33 45 53.40192(N)    090 43 04.53919(W) AD(       ) 4
 DK1924  NAD 27      -  33 45 52.99600(N)    090 43 04.19000(W) AD(       ) 3
 DK1924
 DK1924.Superseded values are not recommended for survey control.
 DK1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1924.See file dsdata.txt to determine how the superseded data were derived.
 DK1924
 DK1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1134538421(NAD 83)
 DK1924_MARKER: 53 = ELEVATED TANK
 DK1924
 DK1924  HISTORY     - Date     Condition        Report By
 DK1924  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1924  HISTORY     - 1972     GOOD             MSHD
 DK1924
 DK1924                          STATION DESCRIPTION
 DK1924
 DK1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1924'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 120
 DK1924'FEET HIGH SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 DK1924'
 DK1924'THE WORD BAXTER IS PAINTED IN BLACK ON THE NORTH AND SOUTH
 DK1924'SIDES OF THE TANK.
 DK1924'
 DK1924'THE STATION IS ON THE NORTH SIDE OF THE BAXTER LABORATORIES,
 DK1924'INC. PLANT, ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 61 AT A
 DK1924'POINT ABOUT 1.1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 DK1924'61 AND STATE ROUTE 8 IN CLEVELAND.
 DK1924
 DK1924                          STATION RECOVERY (1972)
 DK1924
 DK1924'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1924'THE STATION WAS VISITED 10-27-72 AND WAS FOUND TO BE STANDING AND IN
 DK1924'GOOD CONDITION.
 DK1924'
 DK1924'THE STATION IS LOCATED 1.7 MILES NORTH OF CLEVELAND ABOUT 0.15 MILES
 DK1924'WEST OF U.S. HIGHWAY 61 ABOUT MIDWAY AND IS COMPLETELY SURROUNDED BY
 DK1924'THE PLANT IN THE SOUTHEAST 1/4 OF SECTION 39, T 22, R 5W.  IT IS AN
 DK1924'ELEVATED TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS SILVER IN
 DK1924'COLOR WITH THE COMPANY TRADE MARK AND THE WORD BAXTER IN BLACK
 DK1924'LETTERS ON THE NORTH AND SOUTH SIDE AND IS ABOUT 125 FEET
 DK1924'HIGH.  THE FIANAL WAS THE POINT INTERSECTED.
 DK1924'
 DK1924'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DK1924'STATE HIGHWAY 8 IN CLEVELAND GO NORTH ON U.S. HIGHWAY 61 FOR 1.2
 DK1924'MILES TO THE PLANT AND THE TANK ON THE LEFT.
 DK1924'
 DK1924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES NORTH
 DK1924'OF CLEVELAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1926 ***********************************************************************
 DK1926  DESIGNATION -  CLEVELAND DELTA GENERATING TK
 DK1926  PID         -  DK1926
 DK1926  STATE/COUNTY-  MS/BOLIVAR
 DK1926  USGS QUAD   -  MERIGOLD (1966)
 DK1926
 DK1926                         *CURRENT SURVEY CONTROL
 DK1926  ___________________________________________________________________
 DK1926* NAD 83(1993)-  33 47 41.37469(N)    090 42 52.82547(W)     ADJUSTED  
 DK1926* NAVD 88     -              **(meters)            **(feet)            
 DK1926  ___________________________________________________________________
 DK1926  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DK1926  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1926  HORZ ORDER  -  THIRD
 DK1926
 DK1926.The horizontal coordinates were established by classical geodetic methods
 DK1926.and adjusted by the National Geodetic Survey in May 1994.
 DK1926
 DK1926
 DK1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1926
 DK1926.The geoid height was determined by GEOID03.
 DK1926
 DK1926;                    North         East     Units Scale Factor Converg.
 DK1926;SPC MS W     -   476,255.744   664,687.138   MT  0.99996537   -0 12 43.6
 DK1926;SPC MS W     - 1,562,515.72  2,180,727.72   sFT  0.99996537   -0 12 43.6
 DK1926;UTM  15      - 3,741,754.792   711,572.533   MT  1.00015186   +1 16 17.8
 DK1926
 DK1926                          SUPERSEDED SURVEY CONTROL
 DK1926
 DK1926  NAD 83(1986)-  33 47 41.38444(N)    090 42 52.82197(W) AD(       ) 4
 DK1926  NAD 27      -  33 47 40.98100(N)    090 42 52.47300(W) AD(       ) 3
 DK1926
 DK1926.Superseded values are not recommended for survey control.
 DK1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1926.See file dsdata.txt to determine how the superseded data were derived.
 DK1926
 DK1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1157341755(NAD 83)
 DK1926_MARKER: 53 = ELEVATED TANK
 DK1926
 DK1926  HISTORY     - Date     Condition        Report By
 DK1926  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1926  HISTORY     - 1972     GOOD             MSHD
 DK1926
 DK1926                          STATION DESCRIPTION
 DK1926
 DK1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1926'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 120
 DK1926'FEET HIGH SUPPORTED BY FOUR TUBULAR STEEL LEGS.  THIS PLANT
 DK1926'IS A PART OF THE MISSISSIPPI POWER AND LIGHT CO. AND ITS
 DK1926'TRADE MARK IS PAINTED ON THE NORTH AND SOUTH SIDES OF THE
 DK1926'TANK.
 DK1926'
 DK1926'THE TANK IS ABOUT 3.0 MILES NORTH OF CLEVELAND ALONG U.S.
 DK1926'HIGHWAY 61 AND IS AT THE NORTHWEST EDGE OF THE POWER STATION.
 DK1926
 DK1926                          STATION RECOVERY (1972)
 DK1926
 DK1926'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1926'THE STATION WAS VISITED 10-27-72 AND WAS FOUND TO BE STANDING AND IN
 DK1926'GOOD CONDITION.
 DK1926'
 DK1926'THE STATION IS LOCATED 3 MILES SOUTH OF MERIGOLD, 3.8 MILES NORTH OF
 DK1926'CLEVELAND ABOUT 0.15 MILES EAST OF U.S. HIGHWAY 61 AT THE NORTHWEST
 DK1926'EDGE OF THE POWER STATION.  IT IS AN ELEVATED TANK SUPPORTED BY
 DK1926'FOUR TABULAR STEEL LEGS SILVER IN COLOR AND IS ABOUT 120 FEET HIGH.
 DK1926'THE FINAL WAS THE POINT INTERSECTED.
 DK1926'
 DK1926'TO REACH THE STATION FROM THE INTERSECTION OS U.S. HIGHWAY 61 AND
 DK1926'STATE HIGHWAY 8 IN CLEVELAND GO NORTH ON U.S. HIGHWAY 61 FOR 3.3
 DK1926'MILES TO THE TANK ON THE RIGHT.
 DK1926'
 DK1926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 DK1926'MERIGOLD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1957 ***********************************************************************
 DK1957  DESIGNATION -  CLEVELAND FED COMPRESS CO TANK
 DK1957  PID         -  DK1957
 DK1957  STATE/COUNTY-  MS/BOLIVAR
 DK1957  USGS QUAD   -  CLEVELAND (1966)
 DK1957
 DK1957                         *CURRENT SURVEY CONTROL
 DK1957  ___________________________________________________________________
 DK1957* NAD 83(1993)-  33 43 53.32205(N)    090 43 28.15362(W)     ADJUSTED  
 DK1957* NAVD 88     -              **(meters)            **(feet)            
 DK1957  ___________________________________________________________________
 DK1957  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DK1957  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1957  HORZ ORDER  -  THIRD
 DK1957
 DK1957.The horizontal coordinates were established by classical geodetic methods
 DK1957.and adjusted by the National Geodetic Survey in May 1994.
 DK1957
 DK1957
 DK1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1957
 DK1957.The geoid height was determined by GEOID03.
 DK1957
 DK1957;                    North         East     Units Scale Factor Converg.
 DK1957;SPC MS W     -   469,233.004   663,751.737   MT  0.99996619   -0 13 02.0
 DK1957;SPC MS W     - 1,539,475.28  2,177,658.82   sFT  0.99996619   -0 13 02.0
 DK1957;UTM  15      - 3,734,708.905   710,818.996   MT  1.00014794   +1 15 50.6
 DK1957
 DK1957                          SUPERSEDED SURVEY CONTROL
 DK1957
 DK1957  NAD 83(1986)-  33 43 53.33180(N)    090 43 28.15029(W) AD(       ) 4
 DK1957  NAD 27      -  33 43 52.91900(N)    090 43 27.80300(W) AD(       ) 3
 DK1957
 DK1957.Superseded values are not recommended for survey control.
 DK1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1957.See file dsdata.txt to determine how the superseded data were derived.
 DK1957
 DK1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1081934709(NAD 83)
 DK1957_MARKER: 51 = TANK
 DK1957
 DK1957  HISTORY     - Date     Condition        Report By
 DK1957  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1957  HISTORY     - 1957     GOOD             CGS
 DK1957  HISTORY     - 1972     GOOD             MSHD
 DK1957
 DK1957                          STATION DESCRIPTION
 DK1957
 DK1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1957'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 120
 DK1957'FEET HIGH.
 DK1957'
 DK1957'THE WORDS FEDERAL COMPRESS AND WHSE. CO. ARE PAINTED IN BLACK
 DK1957'ON THE EAST SIDE OF THE TANK.
 DK1957'
 DK1957'THE TANK IS ABOUT 1.0 MILE SOUTH OF CLEVELAND AND ABOUT
 DK1957'0.45 MILE WEST OF U.S. HIGHWAY 61.
 DK1957'
 DK1957'THIS TANK WAS LOCATED IN 1939 AND WAS CALLED, CLEVELAND,
 DK1957'TANK 1939.
 DK1957
 DK1957                          STATION RECOVERY (1972)
 DK1957
 DK1957'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1957'THE STATION WAS VISITED 10-27-72 AND WAS FOUND TO BE STANDING AND
 DK1957'IN GOOD CONDITION.
 DK1957'
 DK1957'THE STATION IS LOCATED 0.7 MILE SOUTH OF CLEVELAND ABOUT MIDWAY AND
 DK1957'ON THE EAST SIDE OF THE FEDERAL COMPRESS WAREHOUSE CO. JUST WEST OF
 DK1957'THE ICRR TRACK ABOUT 0.45 MILE WEST OF U.S. HIGHWAY 61.  IT IS AN
 DK1957'ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS SILVER IN COLOR WITH THE
 DK1957'WORDS FEDERAL COMPRESS AND WHSE. CO. IN BLACK LETTERS ON THE
 DK1957'EAST SIDE AND IS ABOUT 125 FEET HIGH.
 DK1957'
 DK1957'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DK1957'STATE HIGHWAY 8 IN CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH
 DK1957'CLEVELAND FOR 0.65 MILE TO THE JUNCTION OF LEFLORE AVENUE.  TURN
 DK1957'LEFT AND GO SOUTH ON LEFLORE AVENUE FOR 1.2 MILES TO THE COMPRESS
 DK1957'AND THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1958 ***********************************************************************
 DK1958  DESIGNATION -  CLEVELAND FED COMPRESS CO STK
 DK1958  PID         -  DK1958
 DK1958  STATE/COUNTY-  MS/BOLIVAR
 DK1958  USGS QUAD   -  CLEVELAND (1966)
 DK1958
 DK1958                         *CURRENT SURVEY CONTROL
 DK1958  ___________________________________________________________________
 DK1958* NAD 83(1993)-  33 43 55.00821(N)    090 43 27.42422(W)     ADJUSTED  
 DK1958* NAVD 88     -              **(meters)            **(feet)            
 DK1958  ___________________________________________________________________
 DK1958  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DK1958  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1958  HORZ ORDER  -  THIRD
 DK1958
 DK1958.The horizontal coordinates were established by classical geodetic methods
 DK1958.and adjusted by the National Geodetic Survey in May 1994.
 DK1958
 DK1958
 DK1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1958
 DK1958.The geoid height was determined by GEOID03.
 DK1958
 DK1958;                    North         East     Units Scale Factor Converg.
 DK1958;SPC MS W     -   469,284.882   663,770.709   MT  0.99996618   -0 13 01.6
 DK1958;SPC MS W     - 1,539,645.48  2,177,721.07   sFT  0.99996618   -0 13 01.6
 DK1958;UTM  15      - 3,734,761.266   710,836.624   MT  1.00014804   +1 15 51.1
 DK1958
 DK1958                          SUPERSEDED SURVEY CONTROL
 DK1958
 DK1958  NAD 83(1986)-  33 43 55.01794(N)    090 43 27.42091(W) AD(       ) 4
 DK1958  NAD 27      -  33 43 54.60900(N)    090 43 27.07400(W) AD(       ) 3
 DK1958
 DK1958.Superseded values are not recommended for survey control.
 DK1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1958.See file dsdata.txt to determine how the superseded data were derived.
 DK1958
 DK1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1083734761(NAD 83)
 DK1958_MARKER: 63 = STACK
 DK1958
 DK1958  HISTORY     - Date     Condition        Report By
 DK1958  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1958  HISTORY     - 1972     GOOD             MSHD
 DK1958
 DK1958                          STATION DESCRIPTION
 DK1958
 DK1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1958'STATION IS THE TOP CENTER OF A BLACK PAINTED METAL STACK
 DK1958'ABOUT 90 FEET HIGH.
 DK1958'
 DK1958'THE STACK IS ABOUT 1.0 MILE SOUTH OF CLEVELAND, 0.45 MILE
 DK1958'WEST OF U.S. HIGHWAY 61, AND ABOUT 100 YARDS NORTH OF THE
 DK1958'FEDERAL COMPRESS CO. TANK.
 DK1958
 DK1958                          STATION RECOVERY (1972)
 DK1958
 DK1958'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1958'THE STATION WAS VISITED 10-27-72 AND WAS FOUND TO BE STANDING AND IN
 DK1958'GOOD CONDITION.
 DK1958'
 DK1958'THE STATION IS LOCATED 0.7 MILE SOUTH OF CLEVELAND ON THE EAST SIDE
 DK1958'OF A BOILER ROOM OPPOSITE THE PRESS BOX OF THE FEDERAL COMPRESS AND
 DK1958'WAREHOUSE JUST WEST OF THE ICRR TRACK AND ABOUT 150 FEET NORTH OF
 DK1958'THE COMPANY WATER TANK.  IT IS A METAL STACK SUPPORTED BY GUY WIRES
 DK1958'BLACK IN COLOR AND IS ABOUT 90 FEET HIGH.
 DK1958'
 DK1958'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DK1958'STATE HIGHWAY 8 IN CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH
 DK1958'CLEVELAND FOR 0.65 MILE TO THE JUNCTION OF LEFLORE AVENUE.  TURN
 DK1958'LEFT AND GO SOUTH ON LEFLORE AVENUE FOR 1.2 MILES TO COMPRESS AND
 DK1958'THE STACK ON THE LEFT.
 DK1958'
 DK1958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE SOUTH OF
 DK1958'CLEVELAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1953 ***********************************************************************
 DK1953  DESIGNATION -  CLEVELAND FIRST BAPTIST CHURCH
 DK1953  PID         -  DK1953
 DK1953  STATE/COUNTY-  MS/BOLIVAR
 DK1953  USGS QUAD   -  CLEVELAND (1966)
 DK1953
 DK1953                         *CURRENT SURVEY CONTROL
 DK1953  ___________________________________________________________________
 DK1953* NAD 83(1993)-  33 44 40.80151(N)    090 43 31.68269(W)     ADJUSTED  
 DK1953* NAVD 88     -              **(meters)            **(feet)            
 DK1953  ___________________________________________________________________
 DK1953  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DK1953  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1953  HORZ ORDER  -  THIRD
 DK1953
 DK1953.The horizontal coordinates were established by classical geodetic methods
 DK1953.and adjusted by the National Geodetic Survey in May 1994.
 DK1953
 DK1953
 DK1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1953
 DK1953.The geoid height was determined by GEOID03.
 DK1953
 DK1953;                    North         East     Units Scale Factor Converg.
 DK1953;SPC MS W     -   470,696.153   663,666.452   MT  0.99996627   -0 13 04.2
 DK1953;SPC MS W     - 1,544,275.63  2,177,379.02   sFT  0.99996627   -0 13 04.2
 DK1953;UTM  15      - 3,736,169.625   710,695.888   MT  1.00014730   +1 15 50.2
 DK1953
 DK1953                          SUPERSEDED SURVEY CONTROL
 DK1953
 DK1953  NAD 83(1986)-  33 44 40.81120(N)    090 43 31.67943(W) AD(       ) 4
 DK1953  NAD 27      -  33 44 40.40100(N)    090 43 31.33200(W) AD(       ) 3
 DK1953
 DK1953.Superseded values are not recommended for survey control.
 DK1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1953.See file dsdata.txt to determine how the superseded data were derived.
 DK1953
 DK1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1069636170(NAD 83)
 DK1953_MARKER: 90 = CHURCH SPIRE
 DK1953
 DK1953  HISTORY     - Date     Condition        Report By
 DK1953  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1953  HISTORY     - 1972     GOOD             MSHD
 DK1953
 DK1953                          STATION DESCRIPTION
 DK1953
 DK1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1953'STATION IS THE FINIAL ATOP THE 100 FEET HIGH SLENDER GRAY
 DK1953'SPIRE OF A RED BRICK CHURCH.
 DK1953'
 DK1953'THE CHURCH IS ON THE CORNER OF N. COURT ST. AND BOLIVAR
 DK1953'AVE., IN THE TOWN OF CLEVELAND, ABOUT 0.2 MILE WEST OF THE
 DK1953'CENTER OF TOWN.
 DK1953
 DK1953                          STATION RECOVERY (1972)
 DK1953
 DK1953'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1953'THE STATION WAS VISITED 10-27-72 AND WAS FOUND TO BE STANDING AND IN
 DK1953'GOOD CONDITION.
 DK1953'
 DK1953'THE STATION IS LOCATED 0.2 MILE WEST OF THE BUSINESS DISTRICT IN
 DK1953'CLEVELAND IN THE SW ANGLE OF THE INTERSECTION OF COURT STREET AND
 DK1953'BOLIVAR AVENUE ON THE WEST SIDE AND ACROSS THE STREET FROM THE
 DK1953'COURTHOUSE.  THE SPIRE IS CENTERED ATOP A STONE BELL HOUSE AT THE
 DK1953'SE CORNER OF THE AUDITORIUM AND THE EDUCATION BUILDING IS ON THE
 DK1953'SOUTH SIDE.  THE CHURCH IS MADE OF BRICK AND THE LOWER HALF OF
 DK1953'THE BELL HOUSE IS BRICK.  THE FINAL OF THE SPIRE WAS THE POINT
 DK1953'OBSERVED AND IS ABOUT 100 FEET HIGH.
 DK1953'
 DK1953'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DK1953'STATE HIGHWAY 8 IN CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH
 DK1953'CLEVELAND FOR 0.55 MILE TO THE JUNCTION OF BOLIVAR AVENUE.  TURN
 DK1953'LEFT AND GO SOUTH ON BOLIVAR AVENUE FOR 0.25 MILE TO THE CHURCH AND
 DK1953'THE SPIRE ON THE RIGHT.
 DK1953'
 DK1953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLEVELAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1922 ***********************************************************************
 DK1922  DESIGNATION -  CLEVELAND JORDAN SEED CO ELEV
 DK1922  PID         -  DK1922
 DK1922  STATE/COUNTY-  MS/BOLIVAR
 DK1922  USGS QUAD   -  MERIGOLD (1966)
 DK1922
 DK1922                         *CURRENT SURVEY CONTROL
 DK1922  ___________________________________________________________________
 DK1922* NAD 83(1993)-  33 45 10.68456(N)    090 43 16.52474(W)     ADJUSTED  
 DK1922* NAVD 88     -              **(meters)            **(feet)            
 DK1922  ___________________________________________________________________
 DK1922  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DK1922  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1922  HORZ ORDER  -  THIRD
 DK1922
 DK1922.The horizontal coordinates were established by classical geodetic methods
 DK1922.and adjusted by the National Geodetic Survey in May 1994.
 DK1922
 DK1922
 DK1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1922
 DK1922.The geoid height was determined by GEOID03.
 DK1922
 DK1922;                    North         East     Units Scale Factor Converg.
 DK1922;SPC MS W     -   471,615.352   664,060.049   MT  0.99996592   -0 12 55.9
 DK1922;SPC MS W     - 1,547,291.37  2,178,670.34   sFT  0.99996592   -0 12 55.9
 DK1922;UTM  15      - 3,737,098.865   711,065.649   MT  1.00014922   +1 15 59.6
 DK1922
 DK1922                          SUPERSEDED SURVEY CONTROL
 DK1922
 DK1922  NAD 83(1986)-  33 45 10.69416(N)    090 43 16.52142(W) AD(       ) 4
 DK1922  NAD 27      -  33 45 10.28600(N)    090 43 16.17400(W) AD(       ) 3
 DK1922
 DK1922.Superseded values are not recommended for survey control.
 DK1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1922.See file dsdata.txt to determine how the superseded data were derived.
 DK1922
 DK1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1106637099(NAD 83)
 DK1922_MARKER: 65 = GRAIN ELEVATOR
 DK1922
 DK1922  HISTORY     - Date     Condition        Report By
 DK1922  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1922
 DK1922                          STATION DESCRIPTION
 DK1922
 DK1922'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1950 ***********************************************************************
 DK1950  DESIGNATION -  CLEVELAND L TIMS GAS CO MAST
 DK1950  PID         -  DK1950
 DK1950  STATE/COUNTY-  MS/BOLIVAR
 DK1950  USGS QUAD   -  CLEVELAND (1966)
 DK1950
 DK1950                         *CURRENT SURVEY CONTROL
 DK1950  ___________________________________________________________________
 DK1950* NAD 83(1993)-  33 44 32.63024(N)    090 42 55.22667(W)     ADJUSTED  
 DK1950* NAVD 88     -              **(meters)            **(feet)            
 DK1950  ___________________________________________________________________
 DK1950  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DK1950  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1950  HORZ ORDER  -  THIRD
 DK1950
 DK1950.The horizontal coordinates were established by classical geodetic methods
 DK1950.and adjusted by the National Geodetic Survey in May 1994.
 DK1950
 DK1950
 DK1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1950
 DK1950.The geoid height was determined by GEOID03.
 DK1950
 DK1950;                    North         East     Units Scale Factor Converg.
 DK1950;SPC MS W     -   470,440.881   664,603.821   MT  0.99996544   -0 12 43.9
 DK1950;SPC MS W     - 1,543,438.12  2,180,454.37   sFT  0.99996544   -0 12 43.9
 DK1950;UTM  15      - 3,735,938.635   711,639.719   MT  1.00015222   +1 16 10.2
 DK1950
 DK1950                          SUPERSEDED SURVEY CONTROL
 DK1950
 DK1950  NAD 83(1986)-  33 44 32.63996(N)    090 42 55.22342(W) AD(       ) 4
 DK1950  NAD 27      -  33 44 32.22900(N)    090 42 54.87800(W) AD(       ) 3
 DK1950
 DK1950.Superseded values are not recommended for survey control.
 DK1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1950.See file dsdata.txt to determine how the superseded data were derived.
 DK1950
 DK1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1164035939(NAD 83)
 DK1950_MARKER: 41 = ANTENNA MAST
 DK1950
 DK1950  HISTORY     - Date     Condition        Report By
 DK1950  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1950  HISTORY     - 1972     GOOD             MSHD
 DK1950
 DK1950                          STATION DESCRIPTION
 DK1950
 DK1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1950'STATION IS THE ANTENNA AT THE TOP CENTER OF A RED AND WHITE
 DK1950'SLENDER STEEL MAST ABOUT 150 FEET HIGH.  IT IS 0.3 MILE SOUTH
 DK1950'OF THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 8 AT
 DK1950'THE EAST SIDE OF THE TOWN OF CLEVELAND AND IN BACK OF THE
 DK1950'OFFICE BUILDING OF THE LOWRY TIMS GAS CO. ON THE EAST SIDE
 DK1950'OF U.S. HIGHWAY 61.
 DK1950
 DK1950                          STATION RECOVERY (1972)
 DK1950
 DK1950'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1950'THE STATION WAS VISITED 10-27-72 AND WAS FOUND TO BE STANDING AND IN
 DK1950'GOOD CONDITION.
 DK1950'
 DK1950'THE STATION IS LOCATED 0.3 MILES EAST OF CLEVELAND AT THE NORTHEAST
 DK1950'CORNER OF THE LOWRY TIMS GAS CO. BUILDING.  IT IS A TRIANGULAR
 DK1950'SHAPED STEEL STRUCTURE RED IN COLOR SUPPORTED BY GUY WIRES AND IS
 DK1950'ABOUT 150 FEET HIGH.  THE ANTENNA AT THE TOP CENTER OF THE TOWER
 DK1950'WAS THE POINT INTERSECTED.
 DK1950'
 DK1950'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND
 DK1950'STATE HIGHWAY 8 IN CLEVELAND GO SOUTH ON U.S. HIGHWAY 61 FOR 0.35
 DK1950'MILES TO THE MAST ON THE LEFT.
 DK1950'
 DK1950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILES EAST OF
 DK1950'CLEVELAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DI1868 ***********************************************************************
 DI1868  HT_MOD      -  This is a Height Modernization Survey Station.
 DI1868  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1868  DESIGNATION -  CLEVELAND MS CORS ARP
 DI1868  CORS_ID     -  MSCL
 DI1868  PID         -  DI1868
 DI1868  STATE/COUNTY-  MS/BOLIVAR
 DI1868  USGS QUAD   -  CLEVELAND (1966)
 DI1868
 DI1868                         *CURRENT SURVEY CONTROL
 DI1868  ___________________________________________________________________
 DI1868* NAD 83(CORS)-  33 44 48.11269(N)    090 43 59.22421(W)     ADJUSTED  
 DI1868* NAVD 88     -        61.82   (meters)     202.8    (feet)  GPS OBS   
 DI1868  ___________________________________________________________________
 DI1868  EPOCH DATE  -        2002.00
 DI1868  X           -     -67,927.828 (meters)                     COMP
 DI1868  Y           -  -5,308,512.823 (meters)                     COMP
 DI1868  Z           -   3,523,138.654 (meters)                     COMP
 DI1868  ELLIP HEIGHT-          35.320 (meters)          (10/??/06) ADJUSTED
 DI1868  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DI1868  HORZ ORDER  -  SPECIAL (CORS)
 DI1868  ELLP ORDER  -  SPECIAL (CORS)
 DI1868
 DI1868.ITRF positions are available for this station.
 DI1868.The coordinates were established by GPS observations
 DI1868.and adjusted by the National Geodetic Survey in October 2006.
 DI1868.The coordinates are valid at the epoch date displayed above.
 DI1868.The epoch date for horizontal control is a decimal equivalence
 DI1868.of Year/Month/Day.
 DI1868
 DI1868.The orthometric height was determined by GPS observations and a
 DI1868.high-resolution geoid model.
 DI1868.The orthometric height was determined by GPS observations and a
 DI1868.high-resolution geoid model using precise GPS observation and
 DI1868.processing techniques.
 DI1868
 DI1868.The PID for the CORS L1 Phase Center is DI1869.
 DI1868
 DI1868.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1868
 DI1868.The ellipsoidal height was determined by GPS observations
 DI1868.and is referenced to NAD 83.
 DI1868
 DI1868.The geoid height was determined by GEOID03.
 DI1868
 DI1868;                    North         East     Units Scale Factor Converg.
 DI1868;SPC MS W     -   470,924.126   662,958.464   MT  0.99996691   -0 13 19.5
 DI1868;SPC MS W     - 1,545,023.57  2,175,056.23   sFT  0.99996691   -0 13 19.5
 DI1868
 DI1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1868!SPC MS W     -   0.99999446  x   0.99996691  =   0.99996137
 DI1868
 DI1868                          SUPERSEDED SURVEY CONTROL
 DI1868
 DI1868.No superseded survey control is available for this station.
 DI1868
 DI1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0998236379(NAD 83)
 DI1868_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1868
 DI1868                          STATION DESCRIPTION
 DI1868
 DI1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1868'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1868'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1868'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1868'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1868'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DI1869 ***********************************************************************
 DI1869  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1869  DESIGNATION -  CLEVELAND MS CORS L1 PHASE CENTER
 DI1869  CORS_ID     -  MSCL
 DI1869  PID         -  DI1869
 DI1869  STATE/COUNTY-  MS/BOLIVAR
 DI1869  USGS QUAD   -  CLEVELAND (1966)
 DI1869
 DI1869                         *CURRENT SURVEY CONTROL
 DI1869  ___________________________________________________________________
 DI1869* NAD 83(CORS)-  33 44 48.11270(N)    090 43 59.22419(W)     ADJUSTED  
 DI1869* NAVD 88     -              **(meters)            **(feet)            
 DI1869  ___________________________________________________________________
 DI1869  EPOCH DATE  -        2002.00
 DI1869  X           -     -67,927.828 (meters)                     COMP
 DI1869  Y           -  -5,308,512.883 (meters)                     COMP
 DI1869  Z           -   3,523,138.694 (meters)                     COMP
 DI1869  ELLIP HEIGHT-          35.391 (meters)          (10/??/06) ADJUSTED
 DI1869  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DI1869  HORZ ORDER  -  SPECIAL (CORS)
 DI1869  ELLP ORDER  -  SPECIAL (CORS)
 DI1869
 DI1869.ITRF positions are available for this station.
 DI1869.The coordinates were established by GPS observations
 DI1869.and adjusted by the National Geodetic Survey in October 2006.
 DI1869.The coordinates are valid at the epoch date displayed above.
 DI1869.The epoch date for horizontal control is a decimal equivalence
 DI1869.of Year/Month/Day.
 DI1869
 DI1869
 DI1869.The PID for the CORS ARP is DI1868.
 DI1869
 DI1869.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1869
 DI1869.The ellipsoidal height was determined by GPS observations
 DI1869.and is referenced to NAD 83.
 DI1869
 DI1869.The geoid height was determined by GEOID03.
 DI1869
 DI1869;                    North         East     Units Scale Factor Converg.
 DI1869;SPC MS W     -   470,924.126   662,958.464   MT  0.99996691   -0 13 19.5
 DI1869;SPC MS W     - 1,545,023.57  2,175,056.23   sFT  0.99996691   -0 13 19.5
 DI1869
 DI1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1869!SPC MS W     -   0.99999444  x   0.99996691  =   0.99996135
 DI1869
 DI1869                          SUPERSEDED SURVEY CONTROL
 DI1869
 DI1869.No superseded survey control is available for this station.
 DI1869
 DI1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0998236379(NAD 83)
 DI1869_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1869
 DI1869                          STATION DESCRIPTION
 DI1869
 DI1869'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1869'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1869'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1869'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1869'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1869'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0661 ***********************************************************************
 DK0661  DESIGNATION -  CLEVELAND RM 1
 DK0661  PID         -  DK0661
 DK0661  STATE/COUNTY-  MS/BOLIVAR
 DK0661  USGS QUAD   -  CLEVELAND (1966)
 DK0661
 DK0661                         *CURRENT SURVEY CONTROL
 DK0661  ___________________________________________________________________
 DK0661* NAD 83(1986)-  33 44 47.     (N)    090 44 09.     (W)     SCALED    
 DK0661* NAVD 88     -        41.871  (meters)     137.37   (feet)  ADJUSTED  
 DK0661  ___________________________________________________________________
 DK0661  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0661  DYNAMIC HT  -          41.828 (meters)     137.23  (feet)  COMP
 DK0661  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DK0661
 DK0661  VERT ORDER  -  SECOND    CLASS 0
 DK0661
 DK0661.The horizontal coordinates were scaled from a topographic map and have
 DK0661.an estimated accuracy of +/- 6 seconds.
 DK0661
 DK0661.The orthometric height was determined by differential leveling
 DK0661.and adjusted in June 1991.
 DK0661
 DK0661.The geoid height was determined by GEOID03.
 DK0661
 DK0661.The dynamic height is computed by dividing the NAVD 88
 DK0661.geopotential number by the normal gravity value computed on the
 DK0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0661.degrees latitude (g = 980.6199 gals.).
 DK0661
 DK0661.The modeled gravity was interpolated from observed gravity values.
 DK0661
 DK0661;                    North         East    Units  Estimated Accuracy
 DK0661;SPC MS W     -   470,890.      662,710.      MT  (+/- 180 meters Scaled)
 DK0661
 DK0661                          SUPERSEDED SURVEY CONTROL
 DK0661
 DK0661  NGVD 29 (??/??/??)   41.981  (m)          137.73   (f) ADJUSTED    2 0
 DK0661
 DK0661.Superseded values are not recommended for survey control.
 DK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0661.See file dsdata.txt to determine how the superseded data were derived.
 DK0661
 DK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT097363(NAD 83)
 DK0661_MARKER: DR = REFERENCE MARK DISK
 DK0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0661_STAMPING: CLEVELAND NO 1 1957
 DK0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0661+STABILITY: SURFACE MOTION
 DK0661
 DK0661  HISTORY     - Date     Condition        Report By
 DK0661  HISTORY     - 1957     MONUMENTED       CGS
 DK0661  HISTORY     - 1971     GOOD             NGS
 DK0661  HISTORY     - 20040410 MARK NOT FOUND   INDIV
 DK0661
 DK0661                          STATION DESCRIPTION
 DK0661
 DK0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0661'0.8 MI W FROM CLEVELAND.
 DK0661'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF
 DK0661'ILLINOIS CENTRAL RAILROAD AT CLEVELAND, ON CAMPUS OF DELTA STATE
 DK0661'COLLEGE, 17 1/2 FEET WEST OF WEST CURB OF WEST ONE OF TWO ENTRANCE
 DK0661'DRIVES TO COLLEGE, 111.78 FEET NORTH OF RM NO. 2, 59.3 FEET
 DK0661'NORTH-NORTHEAST OF STATION MARK, 10 FEET WEST-SOUTHWEST OF A 24-INCH
 DK0661'OAK TREE, 18 1/2 FEET SOUTH OF CENTER LINE OF A BLACK TOP STREET WEST,
 DK0661'2 FEET WEST OF WEST EDGE OF A SIDE WALK, ABOUT LEVEL WITH WALK AND SET
 DK0661'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 DK0661
 DK0661                          STATION RECOVERY (1971)
 DK0661
 DK0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DK0661'RECOVERED IN GOOD CONDITION.
 DK0661
 DK0661                          STATION RECOVERY (2004)
 DK0661
 DK0661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 DK0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0659 ***********************************************************************
 DK0659  DESIGNATION -  CLEVELAND RM 2
 DK0659  PID         -  DK0659
 DK0659  STATE/COUNTY-  MS/BOLIVAR
 DK0659  USGS QUAD   -  CLEVELAND (1966)
 DK0659
 DK0659                         *CURRENT SURVEY CONTROL
 DK0659  ___________________________________________________________________
 DK0659* NAD 83(1986)-  33 44 47.     (N)    090 44 09.     (W)     SCALED    
 DK0659* NAVD 88     -        41.806  (meters)     137.16   (feet)  ADJUSTED  
 DK0659  ___________________________________________________________________
 DK0659  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0659  DYNAMIC HT  -          41.763 (meters)     137.02  (feet)  COMP
 DK0659  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DK0659
 DK0659  VERT ORDER  -  SECOND    CLASS 0
 DK0659
 DK0659.The horizontal coordinates were scaled from a topographic map and have
 DK0659.an estimated accuracy of +/- 6 seconds.
 DK0659
 DK0659.The orthometric height was determined by differential leveling
 DK0659.and adjusted in June 1991.
 DK0659
 DK0659.The geoid height was determined by GEOID03.
 DK0659
 DK0659.The dynamic height is computed by dividing the NAVD 88
 DK0659.geopotential number by the normal gravity value computed on the
 DK0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0659.degrees latitude (g = 980.6199 gals.).
 DK0659
 DK0659.The modeled gravity was interpolated from observed gravity values.
 DK0659
 DK0659;                    North         East    Units  Estimated Accuracy
 DK0659;SPC MS W     -   470,890.      662,710.      MT  (+/- 180 meters Scaled)
 DK0659
 DK0659                          SUPERSEDED SURVEY CONTROL
 DK0659
 DK0659  NGVD 29 (??/??/??)   41.916  (m)          137.52   (f) ADJUSTED    2 0
 DK0659
 DK0659.Superseded values are not recommended for survey control.
 DK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0659.See file dsdata.txt to determine how the superseded data were derived.
 DK0659
 DK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT097363(NAD 83)
 DK0659_MARKER: DR = REFERENCE MARK DISK
 DK0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0659_STAMPING: CLEVELAND NO 2 1957
 DK0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0659+STABILITY: SURFACE MOTION
 DK0659
 DK0659  HISTORY     - Date     Condition        Report By
 DK0659  HISTORY     - 1957     MONUMENTED       CGS
 DK0659  HISTORY     - 1971     GOOD             NGS
 DK0659
 DK0659                          STATION DESCRIPTION
 DK0659
 DK0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0659'0.8 MI W FROM CLEVELAND.
 DK0659'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE
 DK0659'ILLINOIS CENTRAL RAILROAD AT CLEVELAND, ON CAMPUS OF DELTA STATE
 DK0659'COLLEGE, 17-3/4 FEET WEST OF WEST CURB OF THE WEST ONE OF TWO DRIVES
 DK0659'TO COLLEGE, 111.78 FEET SOUTH OF RM NO. 1, 71.1 FEET SOUTHEAST OF
 DK0659'STATION MARK, 14 FEET NORTHWEST OF A 28-INCH OAK TREE, 2 FEET WEST OF
 DK0659'WEST EDGE OF A SIDE WALK, ABOUT 1/4 FOOT BELOW LEVEL OF SIDE WALK AND
 DK0659'SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES UNDERGROUND.
 DK0659
 DK0659                          STATION RECOVERY (1971)
 DK0659
 DK0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DK0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1928 ***********************************************************************
 DK1928  DESIGNATION -  CLEVELAND TV CABLE CO HI MAST
 DK1928  PID         -  DK1928
 DK1928  STATE/COUNTY-  MS/BOLIVAR
 DK1928  USGS QUAD   -  MERIGOLD (1966)
 DK1928
 DK1928                         *CURRENT SURVEY CONTROL
 DK1928  ___________________________________________________________________
 DK1928* NAD 83(1993)-  33 45 27.77495(N)    090 43 29.28728(W)     ADJUSTED  
 DK1928* NAVD 88     -              **(meters)            **(feet)            
 DK1928  ___________________________________________________________________
 DK1928  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DK1928  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1928  HORZ ORDER  -  THIRD
 DK1928
 DK1928.The horizontal coordinates were established by classical geodetic methods
 DK1928.and adjusted by the National Geodetic Survey in May 1994.
 DK1928
 DK1928
 DK1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1928
 DK1928.The geoid height was determined by GEOID03.
 DK1928
 DK1928;                    North         East     Units Scale Factor Converg.
 DK1928;SPC MS W     -   472,143.136   663,733.599   MT  0.99996621   -0 13 03.1
 DK1928;SPC MS W     - 1,549,022.94  2,177,599.32   sFT  0.99996621   -0 13 03.1
 DK1928;UTM  15      - 3,737,618.123   710,725.594   MT  1.00014746   +1 15 53.1
 DK1928
 DK1928                          SUPERSEDED SURVEY CONTROL
 DK1928
 DK1928  NAD 83(1986)-  33 45 27.78456(N)    090 43 29.28414(W) AD(       ) 4
 DK1928  NAD 27      -  33 45 27.37700(N)    090 43 28.93300(W) AD(       ) 3
 DK1928
 DK1928.Superseded values are not recommended for survey control.
 DK1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1928.See file dsdata.txt to determine how the superseded data were derived.
 DK1928
 DK1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1072637618(NAD 83)
 DK1928_MARKER: 42 = RADIO/TV MAST
 DK1928
 DK1928  HISTORY     - Date     Condition        Report By
 DK1928  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1928  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK1928
 DK1928                          STATION DESCRIPTION
 DK1928
 DK1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1928'STATION IS THE TOP CENTER OF A RED AND WHITE PAINTED SLENDER
 DK1928'STEEL MAST ABOUT 300 FEET HIGH.
 DK1928'
 DK1928'THIS MAST IS THE HIGHEST ONE OF FOUR MASTS IN THE IMMEDIATE
 DK1928'VICINITY.
 DK1928'
 DK1928'IT IS ABOUT 0.5 MILE NORTH OF THE CENTER OF CLEVELAND AND
 DK1928'ABOUT 0.3 MILE EAST OF U.S. HIGHWAY 61.
 DK1928
 DK1928                          STATION RECOVERY (1972)
 DK1928
 DK1928'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1928'THE STATION WAS SEARCHED FOR 10-27-72 AND WAS NOT FOUND.
 DK1928'
 DK1928'THE STATION IS THE TOP CENTER OF A RED AND WHITE PAINTED SLENDER
 DK1928'STEEL MAST ABOUT 300 FEET HIGH.
 DK1928'
 DK1928'THIS MAST IS THE HIGHEST ONE OF FOUR MASTS IN THE VICINITY.
 DK1928'
 DK1928'IT IS ABOUT 0.4 MILES NORTH OF THE CENTER OF CLEVELAND AND ABOUT
 DK1928'0.3 MILES EAST OF U.S. HIGHWAY 61.
 DK1928'
 DK1928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2668 ***********************************************************************
 CP2668  DESIGNATION -  CLINTON EAST MUNICIPAL TANK
 CP2668  PID         -  CP2668
 CP2668  STATE/COUNTY-  MS/HINDS
 CP2668  USGS QUAD   -  CLINTON (1980)
 CP2668
 CP2668                         *CURRENT SURVEY CONTROL
 CP2668  ___________________________________________________________________
 CP2668* NAD 83(1993)-  32 20 25.24836(N)    090 19 10.99711(W)     ADJUSTED  
 CP2668* NAVD 88     -              **(meters)            **(feet)            
 CP2668  ___________________________________________________________________
 CP2668  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CP2668  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2668  HORZ ORDER  -  THIRD
 CP2668
 CP2668.The horizontal coordinates were established by classical geodetic methods
 CP2668.and adjusted by the National Geodetic Survey in May 1994.
 CP2668
 CP2668
 CP2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2668
 CP2668.The geoid height was determined by GEOID03.
 CP2668
 CP2668;                    North         East     Units Scale Factor Converg.
 CP2668;SPC MS W     -   314,888.477   701,281.395   MT  0.99995002   +0 00 26.2
 CP2668;SPC MS W     - 1,033,096.61  2,300,787.38   sFT  0.99995002   +0 00 26.2
 CP2668;UTM  15      - 3,581,319.437   752,266.640   MT  1.00038484   +1 26 04.4
 CP2668
 CP2668                          SUPERSEDED SURVEY CONTROL
 CP2668
 CP2668  NAD 83(1986)-  32 20 25.26270(N)    090 19 10.99277(W) AD(       ) 4
 CP2668  NAD 27      -  32 20 24.73900(N)    090 19 10.65700(W) AD(       ) 3
 CP2668
 CP2668.Superseded values are not recommended for survey control.
 CP2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2668.See file dsdata.txt to determine how the superseded data were derived.
 CP2668
 CP2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5226781319(NAD 83)
 CP2668_MARKER: 51 = TANK
 CP2668_SETTING: 0 = UNSPECIFIED SETTING
 CP2668
 CP2668  HISTORY     - Date     Condition        Report By
 CP2668  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2668  HISTORY     - 1960     GOOD             MSHD
 CP2668  HISTORY     - 1961     GOOD             MSHD
 CP2668  HISTORY     - 1978     GOOD             MSHD
 CP2668  HISTORY     - 20080314 MARK NOT FOUND   MSSU
 CP2668
 CP2668                          STATION DESCRIPTION
 CP2668
 CP2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2668'THE STATION IS THE APEX OF THE TANK.  THE TANK IS ABOUT 0.15
 CP2668'MILE WEST OF THE INTERSECTION OF EAST LEAK AND HESTER STREETS
 CP2668'IN THE NORTHEAST PART OF CLINTON.  IT IS A DOUBLE ELLIPSOIDAL
 CP2668'TANK, SILVER IN COLOR AND 125 FEET HIGH.  THE TANK IS SUPPORTED
 CP2668'BY FOUR SLANTED, CYLINDRICAL LEGS.
 CP2668
 CP2668                          STATION RECOVERY (1960)
 CP2668
 CP2668'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (BGC)
 CP2668'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 CP2668'EXCEPTIONS.  IT IS ABOUT 200 FEET NORTH-NORTHWEST OF THE
 CP2668'INTERSECTION OF EAST LEAKE AND HESTER STREETS IN THE NORTHEAST
 CP2668'SECTION OF CLINTON, AND ABOUT 125 FEET NORTHWEST OF THE C.L.
 CP2668'HESTER HOME.
 CP2668'
 CP2668'THE TANK WAS BUILT IN 1955 ON CITY PROPERTY AND HAS A CAPACITY
 CP2668'OF 100,000 GALLONS.  IT HAS INSCRIBED ON THE SOUTH SIDE
 CP2668'OF THE BODY OF TANK IN LARGE BLACK LETTERS, CLINTON.  LOCALLY
 CP2668'IT IS KNOWN AS CLINTON MUNICIPAL WATER TANK NO. 1.
 CP2668
 CP2668                          STATION RECOVERY (1961)
 CP2668
 CP2668'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2668'THE STATION WAS VISITED 10-13-61 AND FOUND IN GOOD CONDITION.
 CP2668'THE 1959 DESCRIPTION IS ADEQUATE.
 CP2668
 CP2668                          STATION RECOVERY (1978)
 CP2668
 CP2668'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2668'THE STATION SITE WAS VISITED 4-13-78 AND WAS FOUND TO BE STANDING
 CP2668'AND IN GOOD CONDITION.  THE LOCAL INFORMATION OF THE PREVIOUS
 CP2668'DESCRIPTIONS WAS FOUND TO BE CORRECT.
 CP2668'
 CP2668'THE STATION IS LOCATED 0.6 MILE EAST-NORTHEAST OF CLINTON OPPOSITE
 CP2668'OF THE INTERSECTION OF EAST LEAKE AND HESTER STREETS IN THE
 CP2668'NORTHEAST 1/4 OF SECTION 29, T 6N, R 1W.
 CP2668'
 CP2668'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON GO SOUTH ON
 CP2668'MONROE STREET FOR 0.1 MILE TO THE INTERSECTION OF LEAKE STREET.
 CP2668'TURN LEFT AND GO EAST ON LEAKE STREET FOR 0.6 MILE TO A SIDE STREET
 CP2668'RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED STREET FOR 0.1 MILE TO
 CP2668'THE TANK ON THE LEFT.
 CP2668'
 CP2668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE
 CP2668'EAST-NORTHEAST OF CLINTON.
 CP2668
 CP2668                          STATION RECOVERY (2008)
 CP2668
 CP2668'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (TSI)
 CP2668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2678 ***********************************************************************
 CP2678  DESIGNATION -  CLINTON INDUSTRIAL PARK TANK
 CP2678  PID         -  CP2678
 CP2678  STATE/COUNTY-  MS/HINDS
 CP2678  USGS QUAD   -  CLINTON (1980)
 CP2678
 CP2678                         *CURRENT SURVEY CONTROL
 CP2678  ___________________________________________________________________
 CP2678* NAD 83(1993)-  32 21 24.53127(N)    090 20 38.00601(W)     ADJUSTED  
 CP2678* NAVD 88     -              **(meters)            **(feet)            
 CP2678  ___________________________________________________________________
 CP2678  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CP2678  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP2678  HORZ ORDER  -  THIRD
 CP2678
 CP2678.The horizontal coordinates were established by classical geodetic methods
 CP2678.and adjusted by the National Geodetic Survey in May 1994.
 CP2678
 CP2678
 CP2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2678
 CP2678.The geoid height was determined by GEOID03.
 CP2678
 CP2678;                    North         East     Units Scale Factor Converg.
 CP2678;SPC MS W     -   316,714.480   699,006.347   MT  0.99995001   -0 00 20.3
 CP2678;SPC MS W     - 1,039,087.42  2,293,323.32   sFT  0.99995001   -0 00 20.3
 CP2678;UTM  15      - 3,583,088.949   749,945.814   MT  1.00037046   +1 25 20.1
 CP2678
 CP2678                          SUPERSEDED SURVEY CONTROL
 CP2678
 CP2678  NAD 83(1986)-  32 21 24.54495(N)    090 20 38.00256(W) AD(       ) 4
 CP2678  NAD 27      -  32 21 24.02900(N)    090 20 37.65900(W) AD(       ) 3
 CP2678
 CP2678.Superseded values are not recommended for survey control.
 CP2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2678.See file dsdata.txt to determine how the superseded data were derived.
 CP2678
 CP2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4994683089(NAD 83)
 CP2678_MARKER: 53 = ELEVATED TANK
 CP2678_SETTING: 0 = UNSPECIFIED SETTING
 CP2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2678+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 CP2678
 CP2678  HISTORY     - Date     Condition        Report By
 CP2678  HISTORY     - 1960     FIRST OBSERVED   MSHD
 CP2678  HISTORY     - 1978     GOOD             MSHD
 CP2678  HISTORY     - 20070313 GOOD             MSSU
 CP2678
 CP2678                          STATION DESCRIPTION
 CP2678
 CP2678'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (BGC)
 CP2678'STATION IS LOCATED IN THE NORTH SECTION OF CLINTON, ABOUT 85
 CP2678'FEET EAST OF A GRAVELED ROAD LEADING FROM NORTH MONROE STREET.
 CP2678'
 CP2678'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD STATION IN CLINTON,
 CP2678'GO NORTH ON NORTH MONROE STREET FOR 1.4 MILES TO SUMMER HILL SCHOOL
 CP2678'ON RIGHT AND A Y INTERSECTION.  TURN LEFT ON GRAVELED ROAD
 CP2678'FOR 0.45 MILE TO A GRAVELED ROAD LEFT, TURN LEFT FOR 0.1 MILE AND
 CP2678'THE STATION ON THE LEFT.
 CP2678'
 CP2678'THE STATION IS A 4 LEGGED STEEL STRUCTURE, PAINTED ALUMINUN, ABOUT
 CP2678'120 FEET HIGH WITH A CAPACITY OF 150,000 GALLONS.  CLINTON
 CP2678'INDUSTRIAL PARK IS WRITTEN IN LARGE BLACK LETTERS ON THE NORTH
 CP2678'SIDE OF THE BODY OF TANK.
 CP2678'
 CP2678'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
 CP2678
 CP2678                          STATION RECOVERY (1978)
 CP2678
 CP2678'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2678'THE STATION SITE WAS VISITED 4-13-78 AND THE TANK WAS FOUND TO BE
 CP2678'STANDING AND IN GOOD CONDITION.  THE 1960 LOCAL DESCRIPTION OF THE
 CP2678'TANK IS ADEQUATE.
 CP2678'
 CP2678'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF CLINTON ON THE EAST
 CP2678'SIDE OF CLINTON INDUSTRIAL PARK DRIVE, 0.15 MILE SOUTH OF NORTHSIDE
 CP2678'DRIVE IN THE SOUTHWEST 1/4 OF SECTION 18, T 6N, R 1W.
 CP2678'
 CP2678'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON GO SOUTH ON
 CP2678'MONROE STREET FOR 0.8 MILE TO THE INTERSECTION OF NORTHSIDE DRIVE.
 CP2678'TURN LEFT AND GO NORTHWEST ON NORTHSIDE DRIVE FOR 0.7 MILE TO A
 CP2678'FORK.  TAKE THE LEFT FORK AND GO WEST ON NORTHSIDE DRIVE FOR 0.4
 CP2678'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON CLINTON
 CP2678'INDUSTRIAL PARK DRIVE FOR 0.15 MILE TO THE TANK ON THE LEFT.
 CP2678'
 CP2678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTHWEST
 CP2678'OF CLINTON.
 CP2678
 CP2678                          STATION RECOVERY (2007)
 CP2678
 CP2678'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (GM)
 CP2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2676 ***********************************************************************
 CP2676  DESIGNATION -  CLINTON MISS COLL CLOCK TOWER
 CP2676  PID         -  CP2676
 CP2676  STATE/COUNTY-  MS/HINDS
 CP2676  USGS QUAD   -  CLINTON (1980)
 CP2676
 CP2676                         *CURRENT SURVEY CONTROL
 CP2676  ___________________________________________________________________
 CP2676* NAD 83(1993)-  32 20 09.31950(N)    090 19 50.07743(W)     ADJUSTED  
 CP2676* NAVD 88     -              **(meters)            **(feet)            
 CP2676  ___________________________________________________________________
 CP2676  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CP2676  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP2676  HORZ ORDER  -  THIRD
 CP2676
 CP2676.The horizontal coordinates were established by classical geodetic methods
 CP2676.and adjusted by the National Geodetic Survey in May 1994.
 CP2676
 CP2676
 CP2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2676
 CP2676.The geoid height was determined by GEOID03.
 CP2676
 CP2676;                    North         East     Units Scale Factor Converg.
 CP2676;SPC MS W     -   314,397.758   700,259.482   MT  0.99995000   +0 00 05.3
 CP2676;SPC MS W     - 1,031,486.64  2,297,434.65   sFT  0.99995000   +0 00 05.3
 CP2676;UTM  15      - 3,580,803.195   751,256.830   MT  1.00037857   +1 25 42.9
 CP2676
 CP2676                          SUPERSEDED SURVEY CONTROL
 CP2676
 CP2676  NAD 83(1986)-  32 20 09.33384(N)    090 19 50.07318(W) AD(       ) 4
 CP2676  NAD 27      -  32 20 08.81100(N)    090 19 49.73900(W) AD(       ) 3
 CP2676
 CP2676.Superseded values are not recommended for survey control.
 CP2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2676.See file dsdata.txt to determine how the superseded data were derived.
 CP2676
 CP2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5125780803(NAD 83)
 CP2676_MARKER: 55 = TOWER
 CP2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2676+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 CP2676
 CP2676  HISTORY     - Date     Condition        Report By
 CP2676  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2676  HISTORY     - 1961     GOOD             MSHD
 CP2676  HISTORY     - 1978     GOOD             MSHD
 CP2676  HISTORY     - 20031130 GOOD             NGS
 CP2676  HISTORY     - 20051124 GOOD             MSSU
 CP2676
 CP2676                          STATION DESCRIPTION
 CP2676
 CP2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2676'THE STATION IS THE APEX OF THE TOWER.  IT IS A WHITE PAINTED
 CP2676'WOODEN STRUCTURE ATOP THE ADMINISTRATION BUILDING OF MISSISSIPPI
 CP2676'COLLEGE, WHICH IS A RED BRICK BUILDING.  IT IS LOCATED IN THE
 CP2676'APPROXIMATE CENTER OF THE CAMPUS, IN THE SOUTH PART OF TOWN AND
 CP2676'0.3 MILE NORTH OF U.S. HIGHWAY 80.
 CP2676
 CP2676                          STATION RECOVERY (1961)
 CP2676
 CP2676'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2676'THE STATION WAS VISITED 9-29-61 AND FOUND AS DESCRIBED.
 CP2676
 CP2676                          STATION RECOVERY (1978)
 CP2676
 CP2676'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2676'THE STATION SITE WAS VISITED 4-18-78 AND WAS FOUND IN GOOD
 CP2676'CONDITION.
 CP2676'
 CP2676'THE STATION IS LOCATED NEAR THE CENTER OF THE MISSISSIPPI COLLEGE
 CP2676'CAMPUS ABOUT 0.15 MILE SOUTH OF THE CENTER OF DOWNTOWN CLINTON
 CP2676'ABOUT 0.2 MILE NORTH OF U.S. HIGHWAY 80 IN THE SOUTHEAST 1/4 OF THE
 CP2676'NORTHEAST 1/4 OF SECTION 30, T 6N, R 1W.  IT IS A SQUARE CONCRETE
 CP2676'TOWER CENTER ATOP THE NORTH WING OF NELSON HALL WITH A CLOCK IN
 CP2676'ALL FOUR DIRECTIONS.  THE STATION IS THE APEX OF THE TOWER.
 CP2676'(NOTE) THE 1959 DESCRIPTION STATED THAT THE TOWER WAS MADE OF
 CP2676'WOOD.  ACCORDING TO STATEMENTS MADE BY PEOPLE WHO WERE WORKING AT
 CP2676'THE COLLEGE IN 1959 THE PRESENT TOWER IS THE ONE THAT WAS
 CP2676'INTERSECTED.
 CP2676'
 CP2676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLINTON.
 CP2676
 CP2676                          STATION RECOVERY (2003)
 CP2676
 CP2676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JAJ)
 CP2676'MY RECOVERY MARK WAS LOCATED AT MISSISSIPPI COLLEGE IN CLINTON, MS.
 CP2676'MY MARK IS AN ACTUAL STRUCTURE.  IT WAS A SQUARE CONCRETE CLOCK THAT
 CP2676'SITS ON  TOP OF NELSON HALL ALMOST RIGHT IN THE MIDDLE OF CAMPUS.  THE
 CP2676'CLOCK HAS FOUR FACES TO IT POINTING IN ALL DIRECTIONS.  THIS MARK WAS
 CP2676'VERY SIMPLE TO LOCATE, CONSIDERING IT CAN BE SEEN FROM ALL OVER
 CP2676'CAMPUS.
 CP2676
 CP2676                          STATION RECOVERY (2005)
 CP2676
 CP2676'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (HS)
 CP2676'CLOCK TOWER IS ON TOP OF NELSON HALL ON THE MISSISSIPPI COLLEGE
 CP2676'CAMPUS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2674 ***********************************************************************
 CP2674  DESIGNATION -  CLINTON MUNICIPAL TANK
 CP2674  PID         -  CP2674
 CP2674  STATE/COUNTY-  MS/HINDS
 CP2674  USGS QUAD   -  CLINTON (1980)
 CP2674
 CP2674                         *CURRENT SURVEY CONTROL
 CP2674  ___________________________________________________________________
 CP2674* NAD 83(1993)-  32 20 21.29039(N)    090 19 56.54983(W)     ADJUSTED  
 CP2674* NAVD 88     -              **(meters)            **(feet)            
 CP2674  ___________________________________________________________________
 CP2674  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CP2674  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2674  HORZ ORDER  -  THIRD
 CP2674
 CP2674.The horizontal coordinates were established by classical geodetic methods
 CP2674.and adjusted by the National Geodetic Survey in May 1994.
 CP2674
 CP2674
 CP2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2674
 CP2674.The geoid height was determined by GEOID03.
 CP2674
 CP2674;                    North         East     Units Scale Factor Converg.
 CP2674;SPC MS W     -   314,766.482   700,090.221   MT  0.99995000   +0 00 01.8
 CP2674;SPC MS W     - 1,032,696.37  2,296,879.33   sFT  0.99995000   +0 00 01.8
 CP2674;UTM  15      - 3,581,167.745   751,078.362   MT  1.00037747   +1 25 39.9
 CP2674
 CP2674                          SUPERSEDED SURVEY CONTROL
 CP2674
 CP2674  NAD 83(1986)-  32 20 21.30450(N)    090 19 56.54555(W) AD(       ) 4
 CP2674  NAD 27      -  32 20 20.78200(N)    090 19 56.21300(W) AD(       ) 3
 CP2674
 CP2674.Superseded values are not recommended for survey control.
 CP2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2674.See file dsdata.txt to determine how the superseded data were derived.
 CP2674
 CP2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5107881168(NAD 83)
 CP2674_MARKER: 53 = ELEVATED TANK
 CP2674_SETTING: 0 = UNSPECIFIED SETTING
 CP2674
 CP2674  HISTORY     - Date     Condition        Report By
 CP2674  HISTORY     - 1948     FIRST OBSERVED   CGS
 CP2674  HISTORY     - 1957     GOOD             CGS
 CP2674  HISTORY     - 1958     GOOD             CGS
 CP2674  HISTORY     - 1960     GOOD             CGS
 CP2674  HISTORY     - 1961     GOOD             MSHD
 CP2674  HISTORY     - 1978     GOOD             MSHD
 CP2674  HISTORY     - 20070310 MARK NOT FOUND   MSSU
 CP2674
 CP2674                          STATION DESCRIPTION
 CP2674
 CP2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2674'STATION IS LOCATED IN THE NORTHWEST EDGE OF CLINTON, 1 BLOCK WEST
 CP2674'OF MISSISSIPPI COLLEGE, AND 2 BLOCKS NORTH OF U.S. HIGHWAY 80.
 CP2674'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 125 FEET HIGH, PAINTED
 CP2674'ALUMINUM, AND HAS THE CAPACITY OF APPROXIMATELY 100,000 GALLONS.
 CP2674'
 CP2674'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
 CP2674
 CP2674                          STATION RECOVERY (1957)
 CP2674
 CP2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2674'THE STATION WAS VISITED 2-20-57 AND FOUND IN GOOD CONDITION.
 CP2674'
 CP2674'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CLINTON, 2
 CP2674'BLOCKS NORTH AND 2 BLOCKS WEST OF THE MAIN ENTRANCE TO THE
 CP2674'CLINTON COLLEGE.  IT IS ON LAND OWNED BY THE CITY AND AT THE SITE
 CP2674'OF THE FIRE STATION, 180 FEET WEST OF THE INTERSECTION OF WEST
 CP2674'MAIN STREET AND CAPITAL STREET, 25 FEET NORTH OF THE PROJECTED
 CP2674'CENTERLINE OF WEST MAIN STREET.  IT IS A FOUR LEGGED STEEL
 CP2674'STRUCTURE SUPPORTING A TANK ON ITS TOP AND IS 125 FEET HIGH.
 CP2674'
 CP2674'NOTE--A MUNICIPAL WATER TANK HAS BEEN BUILT IN THE NORTHEAST
 CP2674'SECTION OF CLINTON WHICH IS TALLER AND LARGER THAN THE
 CP2674'TANK DESCRIBED.
 CP2674
 CP2674                          STATION RECOVERY (1958)
 CP2674
 CP2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2674'RECOVERED IN GOOD CONDITION.  SAME STATION AS LOCATED IN 1948.
 CP2674
 CP2674                          STATION RECOVERY (1960)
 CP2674
 CP2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (BGC)
 CP2674'THE STATION WAS FOUND AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 CP2674'IT IS ABOUT 125 FEET WEST OF THE INTERSECTION OF CAPITOL AND WEST
 CP2674'MAIN STREETS, TWO BLOCKS NORTH OF OLD U.S. HIGHWAY 80, AND TWO
 CP2674'BLOCKS NORTHWEST OF MISSISSIPPI COLLEGE.  IT IS A 4 LEGGED STEEL
 CP2674'STRUCTURE ABOUT 120 FEET HIGH ERECTED IN 1935.  LOCALLY
 CP2674'IT IS KNOWN AS CLINTON, MUNICIPAL WATER TANK NO. 2
 CP2674
 CP2674                          STATION RECOVERY (1961)
 CP2674
 CP2674'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2674'THE STATION WAS VISITED 9-28-61 AND FOUND AS DESCRIBED, AND IN
 CP2674'GOOD CONDITION.
 CP2674
 CP2674                          STATION RECOVERY (1978)
 CP2674
 CP2674'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2674'THE STATION SITE WAS VISITED 4-13-78 AND THE TANK WAS FOUND TO BE
 CP2674'STANDING AND IN GOOD CONDITION.  THE 1960 RECOVERY IS ADEQUATE.
 CP2674'
 CP2674'TO REACH FROM THE POST OFFICE IN CLINTON GO SOUTH ON MONROE STREET
 CP2674'FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT AND
 CP2674'GO WEST ON MAIN STREET FOR 0.15 MILE TO THE INTERSECTION OF CAPITOL
 CP2674'STREET AND THE TANK STRAIGHT AHEAD.
 CP2674'
 CP2674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLINTON.
 CP2674
 CP2674                          STATION RECOVERY (2007)
 CP2674
 CP2674'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (BKA)
 CP2674'THE WATER TOWER ON WHICH THE BENCHMARK WAS ON HAS NOW BEEN TAKEN DOWN.
 CP2674'THERE IS NOW CONSTRUCTION GOING ON AROUND WHERE THE TOWER WAS, AND THE
 CP2674'TOWER ITSELF HAS BEEN SOLD FOR SCRAP METAL, ACCORDING TO THE CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2671 ***********************************************************************
 CP2671  DESIGNATION -  CLINTON REA COOP KKB 218 MAST
 CP2671  PID         -  CP2671
 CP2671  STATE/COUNTY-  MS/HINDS
 CP2671  USGS QUAD   -  CLINTON (1980)
 CP2671
 CP2671                         *CURRENT SURVEY CONTROL
 CP2671  ___________________________________________________________________
 CP2671* NAD 83(1993)-  32 19 55.28583(N)    090 18 33.27659(W)     ADJUSTED  
 CP2671* NAVD 88     -              **(meters)            **(feet)            
 CP2671  ___________________________________________________________________
 CP2671  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CP2671  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP2671  HORZ ORDER  -  THIRD
 CP2671
 CP2671.The horizontal coordinates were established by classical geodetic methods
 CP2671.and adjusted by the National Geodetic Survey in May 1994.
 CP2671
 CP2671
 CP2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2671
 CP2671.The geoid height was determined by GEOID03.
 CP2671
 CP2671;                    North         East     Units Scale Factor Converg.
 CP2671;SPC MS W     -   313,965.745   702,267.970   MT  0.99995006   +0 00 46.4
 CP2671;SPC MS W     - 1,030,069.28  2,304,024.16   sFT  0.99995006   +0 00 46.4
 CP2671;UTM  15      - 3,580,421.169   753,276.332   MT  1.00039114   +1 26 23.5
 CP2671
 CP2671                          SUPERSEDED SURVEY CONTROL
 CP2671
 CP2671  NAD 83(1986)-  32 19 55.30016(N)    090 18 33.27227(W) AD(       ) 4
 CP2671  NAD 27      -  32 19 54.77600(N)    090 18 32.94100(W) AD(       ) 3
 CP2671
 CP2671.Superseded values are not recommended for survey control.
 CP2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2671.See file dsdata.txt to determine how the superseded data were derived.
 CP2671
 CP2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5327680421(NAD 83)
 CP2671_MARKER: 42 = RADIO/TV MAST
 CP2671
 CP2671  HISTORY     - Date     Condition        Report By
 CP2671  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2671  HISTORY     - 1961     GOOD             MSHD
 CP2671  HISTORY     - 1978     GOOD             MSHD
 CP2671
 CP2671                          STATION DESCRIPTION
 CP2671
 CP2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2671'THE STATION IS THE TOP-CENTER OF THE MAST.  THERE ARE SEVERAL
 CP2671'BRANCHES OF THE REA IN MISSISSIPPI, THIS ONE BEING CALLED THE
 CP2671'CAPITAL ELECTRIC POWER ASSOCIATION BRANCH.  IT IS A VERTICAL,
 CP2671'LACED STEEL MAST, RED AND WHITE IN COLOR AND 218 FEET HIGH.
 CP2671'IT IS ABOUT 1 MILE SOUTHEAST OF CLINTON AND 0.1 MILE NORTH
 CP2671'OF U.S. HIGHWAY 80.
 CP2671
 CP2671                          STATION RECOVERY (1961)
 CP2671
 CP2671'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2671'THE STATION WAS VISITED 10-13-61 AND FOUND IN GOOD CONDITION.
 CP2671'THE 1959 DESCRIPTION BY O.S.R. IS ADEQUATE.
 CP2671
 CP2671                          STATION RECOVERY (1978)
 CP2671
 CP2671'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2671'THE STATION SITE WAS VISITED 4-18-78 AND THE MAST WAS FOUND TO BE
 CP2671'STANDING AND IN GOOD CONDITION.  MISSISSIPPI POWER AND LIGHT COMPANY
 CP2671'HAS SINCE PURCHASED CAPITOL ELECTRIC POWER ASSOCIATION SO THE MAST
 CP2671'IS THEIR PROPERTY NOW.  THE 1959 LOCAL DESCRIPTION IS CORRECT.
 CP2671'
 CP2671'THE STATION IS LOCATED 1.2 MILES EAST-SOUTHEAST OF CLINTON ON THE
 CP2671'WEST CENTRAL SECTION OF THE GROUNDS OF THE MISSISSIPPI POWER AND
 CP2671'LIGHT COMPANY ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 80 IN THE
 CP2671'SOUTHWEST 1/4 OF SECTION 28, T 6N, R 1W.
 CP2671'
 CP2671'TO REACH FROM THE SOUTH ENTRANCE TO MISSISSIPPI COLLEGE IN CLINTON
 CP2671'GO EAST ON THE U.S. HIGHWAY 80 FOR 1.25 MILES TO THE MAST ON THE
 CP2671'LEFT.
 CP2671'
 CP2671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 CP2671'EAST-SOUTHEAST OF CLINTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0284 ***********************************************************************
 CP0284  DESIGNATION -  CLINTON RESET
 CP0284  PID         -  CP0284
 CP0284  STATE/COUNTY-  MS/HINDS
 CP0284  USGS QUAD   -  CLINTON (1980)
 CP0284
 CP0284                         *CURRENT SURVEY CONTROL
 CP0284  ___________________________________________________________________
 CP0284* NAD 83(1993)-  32 20 12.10006(N)    090 19 12.46180(W)     ADJUSTED  
 CP0284* NAVD 88     -       116.040  (meters)     380.71   (feet)  ADJUSTED  
 CP0284  ___________________________________________________________________
 CP0284  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CP0284  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0284  DYNAMIC HT  -         115.907 (meters)     380.27  (feet)  COMP
 CP0284  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CP0284
 CP0284  HORZ ORDER  -  THIRD
 CP0284  VERT ORDER  -  FIRST     CLASS I
 CP0284
 CP0284.The horizontal coordinates were established by classical geodetic methods
 CP0284.and adjusted by the National Geodetic Survey in May 1994.
 CP0284
 CP0284.The orthometric height was determined by differential leveling
 CP0284.and adjusted in July 1994.
 CP0284
 CP0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0284
 CP0284.The geoid height was determined by GEOID03.
 CP0284
 CP0284.The dynamic height is computed by dividing the NAVD 88
 CP0284.geopotential number by the normal gravity value computed on the
 CP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0284.degrees latitude (g = 980.6199 gals.).
 CP0284
 CP0284.The modeled gravity was interpolated from observed gravity values.
 CP0284
 CP0284;                    North         East     Units Scale Factor Converg.
 CP0284;SPC MS W     -   314,483.478   701,243.144   MT  0.99995002   +0 00 25.4
 CP0284;SPC MS W     - 1,031,767.88  2,300,661.88   sFT  0.99995002   +0 00 25.4
 CP0284;UTM  15      - 3,580,913.434   752,238.476   MT  1.00038467   +1 26 03.1
 CP0284
 CP0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0284!SPC MS W     -   0.99998594  x   0.99995002  =   0.99993596
 CP0284!UTM  15      -   0.99998594  x   1.00038467  =   1.00037060
 CP0284
 CP0284:                Primary Azimuth Mark                     Grid Az
 CP0284:SPC MS W     -  CLINTON AZ MK                            128 37 44.9
 CP0284:UTM  15      -  CLINTON AZ MK                            127 12 07.2
 CP0284
 CP0284|---------------------------------------------------------------------|
 CP0284| PID    Reference Object                     Distance      Geod. Az  |
 CP0284|                                                           dddmmss.s |
 CP0284| CY4078 CLINTON AZ MK                                      1283810.3 |
 CP0284| CY4079 CLINTON RM 1                         22.336 METERS 14634     |
 CP0284| CP0283 CLINTON RM 4                         21.635 METERS 21709     |
 CP0284| CY4080 CLINTON RM 2                         15.155 METERS 24545     |
 CP0284| CP2676 CLINTON MISS COLL CLOCK TOWER       APPROX. 1.0 KM 2650136.0 |
 CP0284| CP2674 CLINTON MUNICIPAL TANK              APPROX. 1.2 KM 2834754.9 |
 CP0284| CP0285 CLINTON RM 3                         12.932 METERS 32209     |
 CP0284|---------------------------------------------------------------------|
 CP0284
 CP0284                          SUPERSEDED SURVEY CONTROL
 CP0284
 CP0284  NAD 83(1986)-  32 20 12.11425(N)    090 19 12.45764(W) AD(       ) 3
 CP0284  NAD 27      -  32 20 11.59200(N)    090 19 12.12800(W) AD(       ) 3
 CP0284  NAVD 88 (06/15/91)  116.202  (m)          381.24   (f) UNKNOWN     1 1
 CP0284  NGVD 29 (??/??/??)  116.214  (m)          381.28   (f) ADJUSTED    1 1
 CP0284
 CP0284.Superseded values are not recommended for survey control.
 CP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0284.See file dsdata.txt to determine how the superseded data were derived.
 CP0284
 CP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5223880913(NAD 83)
 CP0284_MARKER: DS = TRIANGULATION STATION DISK
 CP0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0284_SP_SET: CONCRETE POST
 CP0284_STAMPING: CLINTON 1948 1965
 CP0284_MARK LOGO: CGS   
 CP0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0284+STABILITY: SURFACE MOTION
 CP0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0284+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 CP0284
 CP0284  HISTORY     - Date     Condition        Report By
 CP0284  HISTORY     - 1948     MONUMENTED       CGS
 CP0284  HISTORY     - 1956     GOOD             CGS
 CP0284  HISTORY     - 1961     GOOD             MSHD
 CP0284  HISTORY     - 1965     GOOD             CGS
 CP0284  HISTORY     - 1965     SEE DESCRIPTION  CGS
 CP0284  HISTORY     - 1968     GOOD             CGS
 CP0284  HISTORY     - 1974     GOOD             MSSU
 CP0284  HISTORY     - 1977     GOOD             MSHD
 CP0284  HISTORY     - 1977     GOOD             MSHD
 CP0284  HISTORY     - 19770301 GOOD             MSSU
 CP0284  HISTORY     - 19811001 GOOD             MSSU
 CP0284  HISTORY     - 1987     GOOD             MSU
 CP0284  HISTORY     - 1990     GOOD             USPSQD
 CP0284  HISTORY     - 19920609 GOOD             NGS
 CP0284  HISTORY     - 20041018 GOOD             MSSU
 CP0284  HISTORY     - 20060414 GOOD             MSSU
 CP0284  HISTORY     - 20070618 GOOD             3001
 CP0284
 CP0284                          STATION DESCRIPTION
 CP0284
 CP0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP0284'STATION IS 0.5 MILE EAST OF THE EAST ENTRANCE TO MISSISSIPPI
 CP0284'COLLEGE IN CLINTON VIA U.S. HIGHWAY 80, AT THE OLD CHURCH
 CP0284'OPPOSITE THE CEMETERY, 100 FEET WEST OF THE CHURCH, AND
 CP0284'76 FEET NORTH OF CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 CP0284'1 INCH, AND THE DISK IS STAMPED CLINTON 1948.
 CP0284'
 CP0284'REFERENCE MARK NO. 1 IS 73.28 FEET SOUTHEAST OF STATION
 CP0284'AND 39 FEET NORTH OF CENTERLINE OF THE HIGHWAY.  THE MARK
 CP0284'PROJECTS 1 INCH, AND THE DISK IS STAMPED CLINTON NO 1 1948.
 CP0284'
 CP0284'REFERENCE MARK NO. 2 IS 49.72 FEET WEST-SOUTHWEST OF STATION
 CP0284'AND 38 FEET NORTH OF CENTERLINE OF THE HIGHWAY.  THE MARK
 CP0284'PROJECTS 1 INCH, AND THE DISK IS STAMPED CLINTON NO 2 1948.
 CP0284'
 CP0284'AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF STATION VIA U.S. HIGHWAY
 CP0284'80, 42 FEET SOUTH OF CENTERLINE OF THE HIGHWAY, AND 3 FEET
 CP0284'WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES, AND
 CP0284'THE DISK IS STAMPED CLINTON 1948.
 CP0284'
 CP0284'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP0284
 CP0284                          STATION RECOVERY (1956)
 CP0284
 CP0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 CP0284'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CP0284'THE AZIMUTH MARK WAS NOT RECOVERED AND EVIDENCE INDICATES
 CP0284'THAT IT WAS DESTROYED.  FRAGMENTS OF CONCRETE WERE FOUND
 CP0284'IN THE AREA, WHICH IS NOW AN AUTO PARKING LOT, AND ONE PIECE
 CP0284'HAD A PARTIAL, CIRCULAR IMPRESSION OF A DISK.
 CP0284
 CP0284                          STATION RECOVERY (1961)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0284'THE STATION WAS VISITED 9-25-61.  THE STATION, R.M. NO. 1
 CP0284'AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CP0284'
 CP0284'THE AZIMUTH MARK HAS BEEN DESTROYED AS NOTED IN PREVIOUS
 CP0284'RECOVERY NOTES.
 CP0284'
 CP0284'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE STATION.
 CP0284
 CP0284                          STATION RECOVERY (1965)
 CP0284
 CP0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 CP0284'STATION AND R.M. 1 WERE RECOVERED IN FAIR CONDITION.  R.M.
 CP0284'2 APPEARS TO HAVE BEEN HIT AND MOVED PLUS OR MINUS 0.1 FT.
 CP0284'ALL THREE MARKERS NEED RELOCATING.  GRADING HAS LEFT STATION
 CP0284'ON PLUS OR MINUS 4 FT MOUND.
 CP0284
 CP0284                          STATION RECOVERY (1965)
 CP0284
 CP0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 CP0284'THE STATION WAS VISITED 5-18-65 AND STATION WAS LOWERED IN
 CP0284'ITS ORIGINAL POSITION DUE TO GRADING OF A PARKING LOT FOR
 CP0284'THE BAPTIST CHURCH.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 CP0284'AT THIS DATE.  REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND
 CP0284'DESTROYED AT THIS DATE.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 CP0284'A NEW DESCRIPTION FOLLOWS.
 CP0284'
 CP0284'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF CLINTON,
 CP0284'IN THE PARKING LOT OF THE RED BRICK BAPTIST CHURCH ACROSS
 CP0284'THE HIGHWAY FROM THE OLD CEMETERY, 173.4 FEET NORTH OF THE
 CP0284'NORTHWEST CORNER OF THE CHURCH, 181.6 FEET NORTHWEST OF
 CP0284'NORTHEST CORNER OF CHURCH, 76 FEET EAST OF THE CENTERLINE
 CP0284'OF THE ROAD, 42.4 FEET EAST OF A POWER POLE, 70 FEET SOUTH
 CP0284'OF AN 18-INCH CEDAR TREE, 87.7 FEET SOUTH-SOUTHEAST OF AN
 CP0284'18-INCH CEDAR TREE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 CP0284'IT IS A STANDARD DISK STAMPED CLINTON 1948 1965.
 CP0284'PROJECTS 1-INCH.
 CP0284'
 CP0284'REFERENCE MARK NO. 3 IS 42.43 FEET WEST OF STATION, 315
 CP0284'FEET SOUTH OF POWER POLE, 34 FEET EAST OF THE CENTERLINE
 CP0284'OF ROAD, 200.9 FEET WEST-NORTHWEST OF NORTHEAST CORNER OF
 CP0284'CHURCH, 183.8 FEET NORTHWEST OF NORTHWEST CORNER OF CHURCH.
 CP0284'IT IS A STANDARD DISK STAMPED CLINTON NO. 3 1948 1965.
 CP0284'PROJECTS 2-INCHES.
 CP0284'
 CP0284'REFERENCE MARK NO. 4 IS 70.99 FEET NORTH OF STATION, 110
 CP0284'FEET EAST OF THE CENTERLINE OF ROAD, 4.5 FEET EAST OF AN
 CP0284'18-INCH CEDAR TREE, 33 FEET SOUTHWEST OF EDGE OF RAILROAD
 CP0284'CUT, 1.5 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 CP0284'DISK STAMPED CLINTON NO. 4 1948 1965.  PROJECTS
 CP0284'4-INCHES.
 CP0284'
 CP0284'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 91.30
 CP0284'FEET.
 CP0284'
 CP0284'TO REACH THE STATION FROM THE EAST ENTRANCE TO THE COLLEGE
 CP0284'IN CLINTON, GO EAST ON OLD HIGHWAY 80 FOR 0.5 MILE TO THE
 CP0284'STATION ON THE LEFT AND THE CEMETERY ON THE RIGHT.
 CP0284
 CP0284                          STATION RECOVERY (1968)
 CP0284
 CP0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP0284'THE STATION MARK, STAMPED CLINTON 1948 1965, IS ABOUT 0.2 MILE
 CP0284'EAST ALONG U.S. HIGHWAY 80 FROM THE SOUTH ENTRANCE TO MISSISSIPPI
 CP0284'COLLEGE AT CLINTON, THENCE 0.25 MILE NORTH ALONG PROSPECT STREET,
 CP0284'THENCE 0.4 MILE EAST ALONG EAST COLLEGE STREET, 76 FEET NORTHEAST
 CP0284'OF THE CENTERLINE OF THE STREET, 173-1/2 FEET NORTHWEST OF THE WEST
 CP0284'CORNER OF A RED BRICK CHURCH, 42-1/2 FEET NORTHEAST OF A POWER
 CP0284'POLE WHICH IS BRACED BY 2 GUY WIRES, 89 FEET SOUTHEAST OF AN
 CP0284'18-INCH ECDAR TREE, 70.99 FEET SOUTHEAST OF RM 4, 42.43 FEET
 CP0284'NORTHEAST OF RM 3 1-1/2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CP0284'1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 CP0284'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CP0284'
 CP0284'RM 3, STAMPED CLINTON NO 3 1948 1965, IS 42.43 FEET SOUTHWEST OF THE
 CP0284'STATION MARK, 34-1/2 FEET NORTHEAST OF THE CENTERLINE OF THE STREET,
 CP0284'67-1/2 FEET NORTHEAST AND ACROSS THE STREET FROM THE NORTHEAST
 CP0284'FENCE OF A CEMETERY, 188 FEET NORTHWEST OF THE WEST CORNER OF A
 CP0284'RED BRICK CHURCH, 3 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED
 CP0284'BY 2 GUY WIRES, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 CP0284'1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 CP0284'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CP0284'
 CP0284'RM 4, STAMPED CLINTON NO 4 1948 1965, IS 70.99 FEET NORTHWEST OF THE
 CP0284'STATION MARK, 110 FEET NORTHEAST OF THE CENTERLINE OF THE STREET,
 CP0284'236 FEET NORTHWEST OF THE WEST CORNER OF A RED BRICK CHURCH, 3-1/2
 CP0284'FEET NORTHEAST OF AN 18-INCH CEDAR TREE, 1-1/2 FEET WEST OF A
 CP0284'METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 CP0284'STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 CP0284'ABOVE THE SURFACE OF THE GROUND.
 CP0284'
 CP0284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.85 MILE
 CP0284'NORTHEAST.
 CP0284
 CP0284                          STATION RECOVERY (1974)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (NS)
 CP0284'CLINTON 1948 1965-GOOD
 CP0284'
 CP0284'CLINTON NO 3 1948 1965-GOOD
 CP0284'
 CP0284'CLINTON NO 4 1948 1965-GOOD
 CP0284
 CP0284                          STATION RECOVERY (1977)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0284'THE STATION WAS VISITED 7-20-77 AND THE STATION MARK, RM NO 3 AND
 CP0284'RM NO 4 WERE FOUND IN GOOD CONDITION.  (NOTE) THE REFERENCE MARKS
 CP0284'ARE REVERSED IN THE BOX SCORE OF THE 1965 DESCRIPTION.
 CP0284'
 CP0284'THE STATION IS LOCATED 0.55 MILE EAST OF CLINTON ON THE GROUNDS OF
 CP0284'THE PLEASANT GREEN BAPTIST CHURCH IN THE SOUTHWEST 1/4 OF THE
 CP0284'NORTHEAST 1/4 OF SECTION 29, T 6N, R 1W.  IT IS 181.5 FEET WEST OF
 CP0284'THE NORTHWEST CORNER OF THE CHURCH, 173.5 FEET
 CP0284'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 176.5
 CP0284'FEET NORTHWEST OF A POWER POLE WITH A LAMP AND TRANSFORMER, 87.5
 CP0284'FEET EAST-SOUTHEAST OF AN 18 INCH CEDAR, 70.5 FEET SOUTHEAST OF AN
 CP0284'18 INCH CEDAR, 76 FEET NORTHEAST OF THE CENTER OF OLD HIGHWAY 80,
 CP0284'42.5 FEET NORTHEAST OF A UTILITY POLE, 37 FEET NORTHWEST OF THE
 CP0284'NORTHWEST EDGE OF THE PAVED PAKING AREA, 1.5 FEET NORTHEAST OF A
 CP0284'METAL WITNESS POST, 1 FOOT SOUTHWEST OF ANOTHER METAL WITNESS POST
 CP0284'AND PROJECTS 2 INCHES.  IT IS A TRIANGULATION DISK, STAMPED CLINTON
 CP0284'1948 1965.
 CP0284'
 CP0284'REFERENCE MARK NO 3 IS 42.43 FEET SOUTHWEST OF THE STATION.  IT IS
 CP0284'201 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 184 FEET
 CP0284'WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 46 FEET NORTHWEST OF
 CP0284'THE CENTER OF THE NORTHWEST ENTRANCE TO THE PARKING LOT, 35 FEET
 CP0284'NORTHEAST OF THE CENTER OF OLD HIGHWAY 80, 3 FEET SOUTHEAST OF A
 CP0284'UTILITY POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND IS ABOUT
 CP0284'4 INCHES BELOW THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED
 CP0284'CLINTON NO 3 1948 1965.
 CP0284'
 CP0284'REFERENCE MARK NO 4 IS 70.99 FEET NORTHWEST OF THE STATION.  IT IS
 CP0284'110 FEET NORTHEAST OF THE CENTER OF THE OLD HIGHWAY, 89 FEET
 CP0284'NORTHWEST 33 FEET SOUTHWEST OF THE EDGE OF THE RAILROAD CUT, 3.5
 CP0284'FEET EAST-NORTHEAST OF AN 18 INCH CEDAR, 1.5 FEET WEST OF
 CP0284'A METAL WITNESS POST AND PROJECTS 2 INCHES.  IT IS A REFERENCE MARK
 CP0284'DISK, STAMPED CLINTON NO 4 1948 1965.
 CP0284'
 CP0284'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 91.30 FEET.
 CP0284'
 CP0284'TO REACH FROM THE U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE
 CP0284'STREET FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET AND THE
 CP0284'NORTH ENTRANCE TO MISSISSIPPI COLLEGE.  TURN LEFT AND GO EAST ON
 CP0284'COLLEGE STREET (OLD HIGHWAY 80) FOR 0.55 MILE TO THE STATION ON
 CP0284'THE LEFT.
 CP0284'
 CP0284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.55 MILE EAST OF
 CP0284'CLINTON.
 CP0284
 CP0284                          STATION RECOVERY (1977)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0284'0.55 MI E FROM CLINTON.
 CP0284'THE MARK IS LOCATED 0.55 MILE EAST OF CLINTON ON THE GROUNDS OF THE
 CP0284'PLEASANT GREEN BAPTIST CHURCH IN THE SOUTHWEST 1/4 OF THE NORTHEAST
 CP0284'1/4 OF SECTION 29, T 6N, R 1W.  IT IS 181.5 FEET WEST OF THE NORTHWEST
 CP0284'CORNER OF THE CHURCH, 173.5 FEET WEST-NORTHWEST OF THE SOUTHWEST
 CP0284'CORNER OF THE CHURCH, 176.6 FEET NORTHWEST OF A POWER POLE WITH A LAMP
 CP0284'AND A TRANSFORMER, 87.5 FEET EAST-SOUTHEAST OF AN 18 INCH CEDAR, 70.5
 CP0284'FEET SOUTHEAST OF AN 18 INCH CEDAR, 76 FEET NORTHEAST OF THE CENTER OF
 CP0284'OLD HIGHWAY 80, 42.5 FEET NORTHEAST OF A UTILITY POLE, 37 FEET
 CP0284'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVED PARKING LOT, 1.5 FEET
 CP0284'NORTHEAST OF A METAL WITNESS POST, 1 FOOT SOUTHWEST OF ANOTHER METAL
 CP0284'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 CP0284'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0284'REACH FROM THE EAST ENTRANCE TO MISSISSIPPI COLLEGE ACROSS FROM THE
 CP0284'FIRST BAPTIST CHURCH IN CLINTON GO EAST ON EAST COLLEGE STREET (OLD
 CP0284'HIGHWAY 80) FOR 0.55 MILE TO THE STATION ON THE LEFT.
 CP0284
 CP0284                          STATION RECOVERY (1977)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 CP0284'RECOVERED IN GOOD CONDITION.
 CP0284
 CP0284                          STATION RECOVERY (1981)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0284'RECOVERED IN GOOD CONDITION.
 CP0284
 CP0284                          STATION RECOVERY (1987)
 CP0284
 CP0284'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (GB)
 CP0284'RECOVERED IN GOOD CONDITION.
 CP0284
 CP0284                          STATION RECOVERY (1990)
 CP0284
 CP0284'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0284'RECOVERED IN GOOD CONDITION.
 CP0284
 CP0284                          STATION RECOVERY (1992)
 CP0284
 CP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0284'0.7 KM (0.45 MI) EASTERLY ALONG EAST COLLEGE STREET FROM THE JUNCTION
 CP0284'OF NEW PROSPECT STREET IN CLINTON, 0.3 KM (0.20 MI) NORTHWEST OF THE
 CP0284'INTERSECTION OF FAIRMOUNT STREET, 52.9 M (173.6 FT) NORTHWEST OF THE
 CP0284'WEST CORNER OF THE PLEASANT GREEN BAPTIST CHURCH, 23.1 M (75.8 FT)
 CP0284'NORTHEAST OF THE CENTER OF THE STREET, 21.7 M (71.2 FT) SOUTHEAST OF
 CP0284'REFERENCE MARK 4, 12.6 M (41.3 FT) NORTHEAST OF REFERENCE MARK 3, 4.7
 CP0284'M (15.4 FT) WEST OF THE WEST EDGE OF A PARKING LOT, 0.4 M (1.3 FT)
 CP0284'ABOVE THE LEVEL OF THE STREET, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 CP0284'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND.
 CP0284
 CP0284                          STATION RECOVERY (2004)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (AMM)
 CP0284'RECOVERED APPROXIMATELY 6 INCHES BELOW THE GROUND IN THE MIDDLE OF THE
 CP0284'NEWLY PAVED PLEASANT GREEN BAPTIST CHURCH PARKING LOT.
 CP0284
 CP0284                          STATION RECOVERY (2006)
 CP0284
 CP0284'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (MK)
 CP0284'RECOVERED AS DESCRIBED
 CP0284
 CP0284                          STATION RECOVERY (2007)
 CP0284
 CP0284'RECOVERY NOTE BY 3001, INC 2007 (JCP)
 CP0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0285 ***********************************************************************
 CP0285  DESIGNATION -  CLINTON RM 3
 CP0285  PID         -  CP0285
 CP0285  STATE/COUNTY-  MS/HINDS
 CP0285  USGS QUAD   -  CLINTON (1980)
 CP0285
 CP0285                         *CURRENT SURVEY CONTROL
 CP0285  ___________________________________________________________________
 CP0285* NAD 83(1986)-  32 20 12.     (N)    090 19 12.     (W)     SCALED    
 CP0285* NAVD 88     -       115.857  (meters)     380.11   (feet)  ADJUSTED  
 CP0285  ___________________________________________________________________
 CP0285  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0285  DYNAMIC HT  -         115.724 (meters)     379.67  (feet)  COMP
 CP0285  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CP0285
 CP0285  VERT ORDER  -  FIRST     CLASS I
 CP0285
 CP0285.The horizontal coordinates were scaled from a topographic map and have
 CP0285.an estimated accuracy of +/- 6 seconds.
 CP0285
 CP0285.The orthometric height was determined by differential leveling
 CP0285.and adjusted in July 1994.
 CP0285
 CP0285.The geoid height was determined by GEOID03.
 CP0285
 CP0285.The dynamic height is computed by dividing the NAVD 88
 CP0285.geopotential number by the normal gravity value computed on the
 CP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0285.degrees latitude (g = 980.6199 gals.).
 CP0285
 CP0285.The modeled gravity was interpolated from observed gravity values.
 CP0285
 CP0285;                    North         East    Units  Estimated Accuracy
 CP0285;SPC MS W     -   314,480.      701,260.      MT  (+/- 180 meters Scaled)
 CP0285
 CP0285                          SUPERSEDED SURVEY CONTROL
 CP0285
 CP0285  NAVD 88 (06/15/91)  115.657  (m)          379.45   (f) UNKNOWN     1 1
 CP0285  NGVD 29 (??/??/??)  115.669  (m)          379.49   (f) ADJUSTED    1 1
 CP0285
 CP0285.Superseded values are not recommended for survey control.
 CP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0285.See file dsdata.txt to determine how the superseded data were derived.
 CP0285
 CP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR522809(NAD 83)
 CP0285_MARKER: DR = REFERENCE MARK DISK
 CP0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0285_SP_SET: CONCRETE POST
 CP0285_STAMPING: CLINTON 1948 NO 3 1965
 CP0285_MARK LOGO: CGS   
 CP0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0285+STABILITY: SURFACE MOTION
 CP0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0285+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 CP0285
 CP0285  HISTORY     - Date     Condition        Report By
 CP0285  HISTORY     - 1965     MONUMENTED       CGS
 CP0285  HISTORY     - 1977     GOOD             MSHD
 CP0285  HISTORY     - 19770301 GOOD             MSSU
 CP0285  HISTORY     - 19811001 GOOD             MSSU
 CP0285  HISTORY     - 1987     GOOD             MSU
 CP0285  HISTORY     - 1990     GOOD             USPSQD
 CP0285  HISTORY     - 19920609 GOOD             NGS
 CP0285  HISTORY     - 20041018 GOOD             MSSU
 CP0285
 CP0285                          STATION DESCRIPTION
 CP0285
 CP0285'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0285'0.55 MI E FROM CLINTON.
 CP0285'THE MARK IS LOCATED 0.55 MILE EAST OF CLINTON NEAR THE NORTHWEST
 CP0285'ENTRANCE TO THE PARKING LOT TO THE PLEASANT GREEN BAPTIST CHURCH
 CP0285'ACROSS THE OLD HIGHWAY FROM A LARGE CEMETERY IN THE SOUTHWEST 1/4 OF
 CP0285'THE NORTHEAST 1/4 OF SECTION 29, T 6N, R 1W. IT IS 42.42 FEET
 CP0285'SOUTHWEST OF THE STATION, 201 FEET SOUTHWEST OF THE NORTHWEST CORNER
 CP0285'OF A RED BRICK CHURCH, 184 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CP0285'CHURCH, 46 FEET NORTHWEST OF THE CENTER OF OLD HIGHWAY 80, 3 FEET
 CP0285'SOUTHEAST OF A UTILITY POLE, 1 FOOT NORTHWEST OF A METAL WITESS POST
 CP0285'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL
 CP0285'OF THE ROAD AND IS 4 INCHES BELOW THE GROUND.  NOTE-- TO REACH FROM
 CP0285'THE EAST ENTRANCE TO MISSISSIPPI COLLEGE ACROSS FROM THE FIRST BAPTIST
 CP0285'CHURCH IN CLINTON GO EAST ON EAST COLLEGE STREET (OLD HIGHWAY 80) FOR
 CP0285'0.55 MILE TO THE MARK ON THE LEFT.
 CP0285
 CP0285                          STATION RECOVERY (1977)
 CP0285
 CP0285'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 CP0285'RECOVERED IN GOOD CONDITION.
 CP0285
 CP0285                          STATION RECOVERY (1981)
 CP0285
 CP0285'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0285'RECOVERED IN GOOD CONDITION.
 CP0285
 CP0285                          STATION RECOVERY (1987)
 CP0285
 CP0285'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (GB)
 CP0285'RECOVERED IN GOOD CONDITION.
 CP0285
 CP0285                          STATION RECOVERY (1990)
 CP0285
 CP0285'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0285'RECOVERED IN GOOD CONDITION.
 CP0285
 CP0285                          STATION RECOVERY (1992)
 CP0285
 CP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0285'0.7 KM (0.45 MI) EASTERLY ALONG EAST COLLEGE STREET FROM FROM THE
 CP0285'JUNCTION OF NEW PROSPECT STREET IN CLINTON, 57.3 M (188.0 FT)
 CP0285'NORTHWEST OF THE WEST CORNER OF THE PLEASANT GREEN BAPTIST CHURCH,
 CP0285'12.5 M (41.0 FT) SOUTHWEST OF TRIANGULATION STATION CLINTON RESET,
 CP0285'10.5 M (34.4 FT) NORTHEAST OF THE CENTER OF THE STREET, 0.9 M
 CP0285'(3.0 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY CABLES, 0.5 M
 CP0285'(1.6 FT) NORTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE LEVEL
 CP0285'OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CP0285
 CP0285                          STATION RECOVERY (2004)
 CP0285
 CP0285'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (JKW)
 CP0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0283 ***********************************************************************
 CP0283  DESIGNATION -  CLINTON RM 4
 CP0283  PID         -  CP0283
 CP0283  STATE/COUNTY-  MS/HINDS
 CP0283  USGS QUAD   -  CLINTON (1980)
 CP0283
 CP0283                         *CURRENT SURVEY CONTROL
 CP0283  ___________________________________________________________________
 CP0283* NAD 83(1986)-  32 20 12.     (N)    090 19 12.     (W)     SCALED    
 CP0283* NAVD 88     -       116.665  (meters)     382.76   (feet)  ADJUSTED  
 CP0283  ___________________________________________________________________
 CP0283  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0283  DYNAMIC HT  -         116.532 (meters)     382.32  (feet)  COMP
 CP0283  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CP0283
 CP0283  VERT ORDER  -  FIRST     CLASS I
 CP0283
 CP0283.The horizontal coordinates were scaled from a topographic map and have
 CP0283.an estimated accuracy of +/- 6 seconds.
 CP0283
 CP0283.The orthometric height was determined by differential leveling
 CP0283.and adjusted in July 1994.
 CP0283
 CP0283.The geoid height was determined by GEOID03.
 CP0283
 CP0283.The dynamic height is computed by dividing the NAVD 88
 CP0283.geopotential number by the normal gravity value computed on the
 CP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0283.degrees latitude (g = 980.6199 gals.).
 CP0283
 CP0283.The modeled gravity was interpolated from observed gravity values.
 CP0283
 CP0283;                    North         East    Units  Estimated Accuracy
 CP0283;SPC MS W     -   314,480.      701,260.      MT  (+/- 180 meters Scaled)
 CP0283
 CP0283                          SUPERSEDED SURVEY CONTROL
 CP0283
 CP0283  NAVD 88 (06/15/91)  116.641  (m)          382.68   (f) UNKNOWN     1 1
 CP0283  NGVD 29 (??/??/??)  116.654  (m)          382.72   (f) ADJUSTED    1 1
 CP0283
 CP0283.Superseded values are not recommended for survey control.
 CP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0283.See file dsdata.txt to determine how the superseded data were derived.
 CP0283
 CP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR522809(NAD 83)
 CP0283_MARKER: DR = REFERENCE MARK DISK
 CP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0283_SP_SET: CONCRETE POST
 CP0283_STAMPING: CLINTON 1948 NO 4 1965
 CP0283_MARK LOGO: CGS   
 CP0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0283+STABILITY: SURFACE MOTION
 CP0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0283+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 CP0283
 CP0283  HISTORY     - Date     Condition        Report By
 CP0283  HISTORY     - 1965     MONUMENTED       CGS
 CP0283  HISTORY     - 1977     GOOD             MSHD
 CP0283  HISTORY     - 19810301 GOOD             MSSU
 CP0283  HISTORY     - 19811001 GOOD             MSSU
 CP0283  HISTORY     - 1987     GOOD             MSU
 CP0283  HISTORY     - 1990     GOOD             USPSQD
 CP0283  HISTORY     - 19920609 GOOD             NGS
 CP0283  HISTORY     - 20041018 GOOD             NGS
 CP0283
 CP0283                          STATION DESCRIPTION
 CP0283
 CP0283'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0283'0.55 MI E FROM CLINTON.
 CP0283'THE MARK IS LOCATED 0.55 MILE EAST OF CLINTON AT THE NORTHWEST EDGE OF
 CP0283'THE GROUNDS OF THE PLEASANT GREEN BAPTIST CHURCH IN THE SOUTHWEST 1/4
 CP0283'OF THE NORTHEAST 1/4 OF SECTION 29, T 6N, R 1W.  IT IS 70.99 FEET
 CP0283'NORTHWEST OF THE STATION, 236 FEET NORTHWEST OF THE SOUTHWEST CORNER
 CP0283'OF A RED BRICK CHURCH, 110 FEET NORTHEAST OF THE CENTER OF THE OLD
 CP0283'HIGHWAY, 89 FEET NORTHWEST OF A UTILITY POLE, 33 FEET SOUTHWEST OF THE
 CP0283'EDGE OF A RAILROAD CUT, 3.5 FEET EAST-NORTHEAST OF AN 18 INCH CEDAR,
 CP0283'1.5 FEET WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0283'CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE STREET AND PROJECTS
 CP0283'2 INCHES.  NOTE-- TO REACH FROM THE EAST ENTRANCE TO MISSISSIPPI
 CP0283'COLLEGE ACROSS FROM THE FIRST BAPTIST CHURCH IN CLINTON GO EAST ON
 CP0283'EAST COLLEGE STREET (OLE HIGHWAY 80) FOR 0.55 MILE TO THE MARK ON THE
 CP0283'LEFT.
 CP0283
 CP0283                          STATION RECOVERY (1981)
 CP0283
 CP0283'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0283'RECOVERED IN GOOD CONDITION.
 CP0283
 CP0283                          STATION RECOVERY (1981)
 CP0283
 CP0283'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0283'RECOVERED IN GOOD CONDITION.
 CP0283
 CP0283                          STATION RECOVERY (1987)
 CP0283
 CP0283'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (GB)
 CP0283'RECOVERED IN GOOD CONDITION.
 CP0283
 CP0283                          STATION RECOVERY (1990)
 CP0283
 CP0283'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0283'RECOVERED IN GOOD CONDITION.
 CP0283
 CP0283                          STATION RECOVERY (1992)
 CP0283
 CP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0283'0.7 KM (0.45 MI) EASTERLY ALONG EAST COLLEGE STREET FROM THE JUNCTION
 CP0283'OF NEW PROSPECT STREET IN CLINTON, 71.9 M (235.9 FT) NORTHWEST OF THE
 CP0283'WEST CORNER OF THE PLEASANT GREEN BAPTIST CHURCH, 33.5 M (109.9 FT)
 CP0283'NORTHEAST OF THE CENTER OF THE STREET, 21.7 M (71.2 FT) NORTHEAST OF
 CP0283'TRIANGULATION STATION CLINTON RESET, 1.5 M (4.9 FT) ABOVE THE LEVEL
 CP0283'OF THE STREET, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE
 CP0283'MONUMENT IS FLUSH WITH THE GROUND SURFACE
 CP0283
 CP0283                          STATION RECOVERY (2004)
 CP0283
 CP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBH)
 CP0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3096 ***********************************************************************
 EH3096  DESIGNATION -  CLOVER 2
 EH3096  PID         -  EH3096
 EH3096  STATE/COUNTY-  MS/COAHOMA
 EH3096  USGS QUAD   -  COAHOMA (1964)
 EH3096
 EH3096                         *CURRENT SURVEY CONTROL
 EH3096  ___________________________________________________________________
 EH3096* NAD 83(1986)-  34 16 51.     (N)    090 30 51.     (W)     SCALED    
 EH3096* NAVD 88     -        50.63   (meters)     166.1    (feet)  RESET     
 EH3096  ___________________________________________________________________
 EH3096  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH3096  VERT ORDER  -  THIRD
 EH3096
 EH3096.The horizontal coordinates were scaled from a topographic map and have
 EH3096.an estimated accuracy of +/- 6 seconds.
 EH3096
 EH3096.The orthometric height was computed from unverified reset data.
 EH3096.No vertical observational check was made to the station.
 EH3096
 EH3096.The geoid height was determined by GEOID03.
 EH3096
 EH3096;                    North         East    Units  Estimated Accuracy
 EH3096;SPC MS W     -   530,110.      683,350.      MT  (+/- 180 meters Scaled)
 EH3096
 EH3096                          SUPERSEDED SURVEY CONTROL
 EH3096
 EH3096  NGVD 29 (08/12/04)   50.69   (m)          166.3    (f) RESET       3  
 EH3096
 EH3096.Superseded values are not recommended for survey control.
 EH3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3096.See file dsdata.txt to determine how the superseded data were derived.
 EH3096
 EH3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT288960(NAD 83)
 EH3096_MARKER: DH = HORIZONTAL CONTROL DISK
 EH3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3096_SP_SET: CONCRETE POST
 EH3096_STAMPING: CLOVER 2 1989
 EH3096_MARK LOGO: NGS   
 EH3096_PROJECTION: FLUSH
 EH3096_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3096+STABILITY: SURFACE MOTION
 EH3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH3096+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 EH3096
 EH3096  HISTORY     - Date     Condition        Report By
 EH3096  HISTORY     - 1989     MONUMENTED       NGS
 EH3096  HISTORY     - 19890815 GOOD             MSHD
 EH3096  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH3096
 EH3096                          STATION DESCRIPTION
 EH3096
 EH3096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EH3096'8.04 KM (5.00 MI) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH3096'STATE HIGHWAY 6 IN THE NORTH EDGE OF CLARKSDALE TO A PAVED CROSSROAD,
 EH3096'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.08 KM (0.05 MI) TO MARK ON THE
 EH3096'RIGHT, ON HIGHWAY RIGHT OF WAY, 116.7 M (382.9 FT) NORTH OF THE CENTER
 EH3096'OF EAST-WEST PAVED ROAD, 18.0 M (59.1 FT) EAST OF THE CENTER OF NORTH
 EH3096'BOUND LANES OF HIGHWAY 61, 12.5 M (41.0 FT) NORTHWEST OF A TWIN
 EH3096'TRUNKED COTTONWOOD TREE, 1.0 M (3.3 FT) NORTHEAST OF POWER POLE NO.
 EH3096'935, 0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST, 0.6 M (2.0 FT)
 EH3096'SOUTH OF A CARSONITE WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST
 EH3096'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HIGHWAY.
 EH3096
 EH3096                          STATION RECOVERY (1989)
 EH3096
 EH3096'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR)
 EH3096'STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH NORTHEAST OF
 EH3096'CLARKSDALE, 7.24 KM (4.50 MI) SOUTHWEST OF JONESTOWN, IN SECTION 21,
 EH3096'T28 N, R3 W AND ON HIGHWAY RIGHT OF WAY.
 EH3096'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 6, IN
 EH3096'THE NORTHEAST EDGE OF CLARKSDALE, GO NORTH ON U.S. HIGHWAY 61 FOR 8.04
 EH3096'KM (5.00 MI) TO A PAVED CROSSROAD, CONTINUE NORTH ON U.S. HIGHWAY 61
 EH3096'0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT.
 EH3096'THE STATION MARKS ARE STANDARD NGS DISKS, STAMPED---CLOVER 2
 EH3096'1989---SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH
 EH3096'THE GROUND.  IT IS 116.7 M (382.9 FT) NORTH OF THE CENTER OF A PAVED
 EH3096'ROAD, 18.0 M (59.1 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF
 EH3096'HIGHWAY 61, 12.5 M (41.0 FT) NORTHWEST OF A DOUBLE TRUNK COTTONWOOD
 EH3096'TREE, 0.8 M (2.6 FT) EAST NORTHEAST OF POWER POLE NO.935, 0.6 M (2.0
 EH3096'FT) NORTH OF A METAL WITNESS POST AND 0.6 M (2.0 FT) SOUTH OF A
 EH3096'CARSONITE WITNESS POST.
 EH3096
 EH3096                          STATION RECOVERY (2008)
 EH3096
 EH3096'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3096'MARK WAS NOT LOCATED AND MAY HAVE BEEN DESTROYED IN CONSTRUCTION OF A
 EH3096'LARGE TELEPHONE BOX AND A DRIVE TO IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0547 ***********************************************************************
 EH0547  DESIGNATION -  CLOVER RM 1
 EH0547  PID         -  EH0547
 EH0547  STATE/COUNTY-  MS/COAHOMA
 EH0547  USGS QUAD   -  COAHOMA (1964)
 EH0547
 EH0547                         *CURRENT SURVEY CONTROL
 EH0547  ___________________________________________________________________
 EH0547* NAD 83(1986)-  34 16 46.     (N)    090 30 53.     (W)     SCALED    
 EH0547* NAVD 88     -        50.491  (meters)     165.65   (feet)  ADJUSTED  
 EH0547  ___________________________________________________________________
 EH0547  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH0547  DYNAMIC HT  -          50.442 (meters)     165.49  (feet)  COMP
 EH0547  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 EH0547
 EH0547  VERT ORDER  -  FIRST     CLASS II
 EH0547
 EH0547.The horizontal coordinates were scaled from a topographic map and have
 EH0547.an estimated accuracy of +/- 6 seconds.
 EH0547
 EH0547.The orthometric height was determined by differential leveling
 EH0547.and adjusted in June 1991.
 EH0547
 EH0547.The geoid height was determined by GEOID03.
 EH0547
 EH0547.The dynamic height is computed by dividing the NAVD 88
 EH0547.geopotential number by the normal gravity value computed on the
 EH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0547.degrees latitude (g = 980.6199 gals.).
 EH0547
 EH0547.The modeled gravity was interpolated from observed gravity values.
 EH0547
 EH0547;                    North         East    Units  Estimated Accuracy
 EH0547;SPC MS W     -   529,960.      683,300.      MT  (+/- 180 meters Scaled)
 EH0547
 EH0547                          SUPERSEDED SURVEY CONTROL
 EH0547
 EH0547  NGVD 29 (??/??/??)   50.547  (m)          165.84   (f) ADJUSTED    1 2
 EH0547
 EH0547.Superseded values are not recommended for survey control.
 EH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0547.See file dsdata.txt to determine how the superseded data were derived.
 EH0547
 EH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT287959(NAD 83)
 EH0547_MARKER: DR = REFERENCE MARK DISK
 EH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0547_STAMPING: CLOVER NO 1 1956
 EH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0547+STABILITY: SURFACE MOTION
 EH0547
 EH0547  HISTORY     - Date     Condition        Report By
 EH0547  HISTORY     - 1956     MONUMENTED       CGS
 EH0547  HISTORY     - 1957     GOOD             CGS
 EH0547  HISTORY     - 1979     MARK NOT FOUND   DOD
 EH0547  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0547  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0547
 EH0547                          STATION DESCRIPTION
 EH0547
 EH0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0547'1.7 MI E FROM CLOVER HILL.
 EH0547'ABOUT 1.7 MILES EAST ALONG A BLACK TOP ROAD FROM THE CROSSING OF THE
 EH0547'ILLINOIS CENTRAL RAILROAD AT CLOVER HILL, AT INTERSECTION OF U.S.
 EH0547'HIGHWAY 61, IN SECTION 21, T 28 N, R 3 W, 68 1/2 FEET WEST OF CENTER
 EH0547'LINE OF HIGHWAY, 135.2 FEET EAST-SOUTHEAST OF RM NO. 2, 117.3 FEET
 EH0547'SOUTH OF THE STATION MARK, 3 FEET NORTHWEST OF A FENCE CORNER, 2 1/2
 EH0547'FEET NORTHEAST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 EH0547'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 EH0547'OF A CONCRETE POST PROJECTING 9 INCHES.
 EH0547
 EH0547                          STATION RECOVERY (1979)
 EH0547
 EH0547'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0547'MARK NOT FOUND.
 EH0547
 EH0547                          STATION RECOVERY (1981)
 EH0547
 EH0547'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0547'MARK NOT FOUND.
 EH0547
 EH0547                          STATION RECOVERY (2008)
 EH0547
 EH0547'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0548 ***********************************************************************
 EH0548  DESIGNATION -  CLOVER RM 2
 EH0548  PID         -  EH0548
 EH0548  STATE/COUNTY-  MS/COAHOMA
 EH0548  USGS QUAD   -  COAHOMA (1964)
 EH0548
 EH0548                         *CURRENT SURVEY CONTROL
 EH0548  ___________________________________________________________________
 EH0548* NAD 83(1986)-  34 16 46.     (N)    090 30 53.     (W)     SCALED    
 EH0548* NAVD 88     -        50.616  (meters)     166.06   (feet)  ADJUSTED  
 EH0548  ___________________________________________________________________
 EH0548  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH0548  DYNAMIC HT  -          50.567 (meters)     165.90  (feet)  COMP
 EH0548  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 EH0548
 EH0548  VERT ORDER  -  FIRST     CLASS II
 EH0548
 EH0548.The horizontal coordinates were scaled from a topographic map and have
 EH0548.an estimated accuracy of +/- 6 seconds.
 EH0548
 EH0548.The orthometric height was determined by differential leveling
 EH0548.and adjusted in June 1991.
 EH0548
 EH0548.The geoid height was determined by GEOID03.
 EH0548
 EH0548.The dynamic height is computed by dividing the NAVD 88
 EH0548.geopotential number by the normal gravity value computed on the
 EH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0548.degrees latitude (g = 980.6199 gals.).
 EH0548
 EH0548.The modeled gravity was interpolated from observed gravity values.
 EH0548
 EH0548;                    North         East    Units  Estimated Accuracy
 EH0548;SPC MS W     -   529,960.      683,300.      MT  (+/- 180 meters Scaled)
 EH0548
 EH0548                          SUPERSEDED SURVEY CONTROL
 EH0548
 EH0548  NGVD 29 (??/??/??)   50.672  (m)          166.25   (f) ADJUSTED    1 2
 EH0548
 EH0548.Superseded values are not recommended for survey control.
 EH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0548.See file dsdata.txt to determine how the superseded data were derived.
 EH0548
 EH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT287959(NAD 83)
 EH0548_MARKER: DR = REFERENCE MARK DISK
 EH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0548_STAMPING: CLOVER NO 2 1956
 EH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0548+STABILITY: SURFACE MOTION
 EH0548
 EH0548  HISTORY     - Date     Condition        Report By
 EH0548  HISTORY     - 1956     MONUMENTED       CGS
 EH0548  HISTORY     - 1957     GOOD             CGS
 EH0548  HISTORY     - 1979     MARK NOT FOUND   DOD
 EH0548  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0548
 EH0548                          STATION DESCRIPTION
 EH0548
 EH0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0548'1.7 MI E FROM CLOVER HILL.
 EH0548'ABOUT 1.7 MILES EAST ALONG A BLACK TOP ROAD FROM THE CROSSING OF THE
 EH0548'ILLINOIS CENTRAL RAILROAD AT CLOVER HILL, AT THE INTERSECTION OF U.S.
 EH0548'HIGHWAY 61, 157.3 FEET WEST-SOUTHWEST OF STATION MARK, 135.2 FEET
 EH0548'WEST-NORTHWEST OF RM NO. 1, 3 1/2 FEET SOUTH-SOUTHWEST OF A FENCE
 EH0548'CORNER, 3 FEET EAST OF A POWER POLE, ABOUT 2 1/2 FEET BELOW LEVEL OF
 EH0548'BLACK TOP ROAD, 41 FEET SOUTH-SOUTHEAST OF CENTER LINE OF BLACK TOP
 EH0548'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 EH0548
 EH0548                          STATION RECOVERY (1979)
 EH0548
 EH0548'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0548'MARK NOT FOUND.
 EH0548
 EH0548                          STATION RECOVERY (1981)
 EH0548
 EH0548'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2291 ***********************************************************************
 BH2291  DESIGNATION -  CLUB
 BH2291  PID         -  BH2291
 BH2291  STATE/COUNTY-  MS/JACKSON
 BH2291  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2291
 BH2291                         *CURRENT SURVEY CONTROL
 BH2291  ___________________________________________________________________
 BH2291* NAD 83(1993)-  30 15 12.46052(N)    088 43 05.37548(W)     ADJUSTED  
 BH2291* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2291  ___________________________________________________________________
 BH2291  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2291  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BH2291  HORZ ORDER  -  THIRD
 BH2291
 BH2291.The horizontal coordinates were established by classical geodetic methods
 BH2291.and adjusted by the National Geodetic Survey in May 1994.
 BH2291
 BH2291.The orthometric height was scaled from a topographic map.
 BH2291
 BH2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2291
 BH2291.The geoid height was determined by GEOID03.
 BH2291
 BH2291;                    North         East     Units Scale Factor Converg.
 BH2291;SPC MS E     -    83,522.900   311,083.762   MT  0.99995152   +0 03 28.9
 BH2291;SPC MS E     -   274,024.71  1,020,613.98   sFT  0.99995152   +0 03 28.9
 BH2291;UTM  16      - 3,348,120.425   334,697.898   MT  0.99993711   -0 51 57.1
 BH2291
 BH2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2291!SPC MS E     -   1.00000422  x   0.99995152  =   0.99995574
 BH2291!UTM  16      -   1.00000422  x   0.99993711  =   0.99994133
 BH2291
 BH2291:                Primary Azimuth Mark                     Grid Az
 BH2291:SPC MS E     -  ROUND ISLAND LIGHTHOUSE                  071 17 27.9
 BH2291:UTM  16      -  ROUND ISLAND LIGHTHOUSE                  072 12 53.9
 BH2291
 BH2291|---------------------------------------------------------------------|
 BH2291| PID    Reference Object                     Distance      Geod. Az  |
 BH2291|                                                           dddmmss.s |
 BH2291| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX.13.4 KM 0712056.8 |
 BH2291| DD7712 CLUB RM                              77.430 METERS 12426     |
 BH2291| BH2294 BELLE                               APPROX. 9.9 KM 3582837.3 |
 BH2291|---------------------------------------------------------------------|
 BH2291
 BH2291                          SUPERSEDED SURVEY CONTROL
 BH2291
 BH2291  NAD 83(1993)-  30 15 12.47345(N)    088 43 05.37042(W) AD(       ) 3
 BH2291  NAD 83(1986)-  30 15 12.48353(N)    088 43 05.36250(W) AD(       ) 3
 BH2291  NAD 27      -  30 15 11.75900(N)    088 43 05.28500(W) AD(       ) 3
 BH2291
 BH2291.Superseded values are not recommended for survey control.
 BH2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2291.See file dsdata.txt to determine how the superseded data were derived.
 BH2291
 BH2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3469848120(NAD 83)
 BH2291_MARKER: S = SPIKE
 BH2291_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2291_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2291
 BH2291  HISTORY     - Date     Condition        Report By
 BH2291  HISTORY     - 1910     MONUMENTED       CGS
 BH2291  HISTORY     - 1918     GOOD             CGS
 BH2291  HISTORY     - 1950     MARK NOT FOUND   CGS
 BH2291  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2291
 BH2291                          STATION DESCRIPTION
 BH2291
 BH2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2291'STATION IS ON THE MOST NW POINT OF HORN ISLAND, ABOUT 80 METERS SW
 BH2291'FROM THE MOUTH OF THE BAYOU, WHICH IS THE OUTLET OF THE LARGE
 BH2291'LAGOON ON THE W END OF THE ISLAND.  THERE IS A LONE PINE TREE GROWING
 BH2291'AT THE N EDGE OF THE SAND DUNES AND DUE S FROM THE MOUTH OF THE
 BH2291'BAYOU.
 BH2291'
 BH2291'STATION MARK IS A 4-INCH TILE FILLED WITH CONCRETE WITH A SPIKE IN
 BH2291'THE CENTER OF THE TOP, SET FLANGE DOWN IN A MASS OF CONCRETE.
 BH2291'UNDERGROUND MARK IS A 4-INCH TILE FILLED WITH AND SET IN CONCRETE
 BH2291'WITH A SPIKE IN THE CENTER OF THE TOP.
 BH2291'
 BH2291'TWO REFERENCE MARKS, BRONZE DISKS SET IN THE TOPS OF 6-INCH TILES
 BH2291'FILLED WITH CONCRETE AND ABOUT LEVEL WITH THE GROUND, ARE,
 BH2291'RESPECTIVELY, 76.70 METERS FROM THE STATION S 55 DEG 34 MIN E.
 BH2291'AND 25.03 METERS FROM THE STATION S 3 DEG 12 MIN E.
 BH2291'EACH WAS SUPPLIED WITH AN UNDERGROUND MARK CONSISTING OF AN
 BH2291'IRON NAIL, A COPPER BOLT, OR A BOTTLE EMBEDDED IN A BLOCK OF
 BH2291'CONCRETE.  ANOTHER REFERENCE MARK, A TRIANGULAR BLAZE WITH 4 NAILS ON
 BH2291'THE LONE PINE, IS 77.43 METERS FROM THE STATION S 45 DEG 33 MIN E.
 BH2291
 BH2291                          STATION RECOVERY (1918)
 BH2291
 BH2291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (FBS)
 BH2291'POSITION OF REFERENCE MARK 2 (ORIGINALLY DESCRIBED AS BEING 25.03
 BH2291'METERS AND S 2 DEG 12 MIN E. FROM THE STATION
 BH2291'CENTER) APPROXIMATELY RECOVERED, AND REMARKED BY A 2-INCH IRON PIPE
 BH2291'SET IN A CONCRETE BLOCK 18 BY 18 INCHES, AND PROJECTING ABOUT 4
 BH2291'FEET.  THIS POSITION OF REFERENCE MARK 2 IS 67.56 METERS AND S 59
 BH2291'DEG E. (PRISMATIC COMPASS REFERRED FROM MAGNETIC NORTH)
 BH2291'TO REFERENCE MARK 3 (TRIANGULAR BLAZE WITH FOUR NAILS).
 BH2291'
 BH2291'ANOTHER WITNESS MARK WAS ESTABLISHED ON A LOW SPREADING PINE TREE AND
 BH2291'ALSO CONSISTS OF A TRIANGULAR BLAZE WITH 4 NAILS, THE TREE IS
 BH2291'ABOUT 2 FEET IN DIAMETER.  THIS WITNESS MARK IS 84.27 METERS AND S 3
 BH2291'DEG. 30 MIN E. (PRISMATIC COMPASS REFERRED FROM MAGNETIC
 BH2291'NORTH) FROM REFERENCE MARK 2.
 BH2291'
 BH2291'A HYDROGRAPHIC SIGNAL WAS BUILT OVER REFERENCE MARK 2.
 BH2291
 BH2291                          STATION RECOVERY (1950)
 BH2291
 BH2291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2291'NO TRACE OF THE STATION OR REFERENCE MARKS REMAINS.  THE POINT HAS
 BH2291'ERODED BADLY AND THE MARKS WERE EVIDENTLY DESTROYED.
 BH2291
 BH2291                          STATION RECOVERY (1966)
 BH2291
 BH2291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2291'LOST.  THE STATION WAS SEARCHED FOR, BUT COULD NOT BE FOUND.  IT WAS
 BH2291'ALSO REPORTED LOST BY G.E.M. JR. IN 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2772 ***********************************************************************
 EH2772  DESIGNATION -  COAHOMA JUNIOR COLL WATER TANK
 EH2772  PID         -  EH2772
 EH2772  STATE/COUNTY-  MS/COAHOMA
 EH2772  USGS QUAD   -  COAHOMA (1964)
 EH2772
 EH2772                         *CURRENT SURVEY CONTROL
 EH2772  ___________________________________________________________________
 EH2772* NAD 83(1993)-  34 15 22.55324(N)    090 34 05.15236(W)     ADJUSTED  
 EH2772* NAVD 88     -              **(meters)            **(feet)            
 EH2772  ___________________________________________________________________
 EH2772  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2772  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EH2772  HORZ ORDER  -  THIRD
 EH2772
 EH2772.The horizontal coordinates were established by classical geodetic methods
 EH2772.and adjusted by the National Geodetic Survey in May 1994.
 EH2772
 EH2772
 EH2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2772
 EH2772.The geoid height was determined by GEOID03.
 EH2772
 EH2772;                    North         East     Units Scale Factor Converg.
 EH2772;SPC MS W     -   527,396.827   678,377.733   MT  0.99995576   -0 07 55.7
 EH2772;SPC MS W     - 1,730,301.09  2,225,644.28   sFT  0.99995576   -0 07 55.7
 EH2772;SPC AR S     -   577,228.931   531,873.332   MT  0.99992594   +0 48 05.1
 EH2772;SPC AR S     - 1,893,791.92  1,744,987.76   sFT  0.99992594   +0 48 05.1
 EH2772;UTM  15      - 3,793,246.710   723,929.067   MT  1.00021815   +1 22 10.1
 EH2772
 EH2772                          SUPERSEDED SURVEY CONTROL
 EH2772
 EH2772  NAD 83(1986)-  34 15 22.56334(N)    090 34 05.15187(W) AD(       ) 4
 EH2772  NAD 27      -  34 15 22.17611(N)    090 34 04.79454(W) AD(       ) 3
 EH2772
 EH2772.Superseded values are not recommended for survey control.
 EH2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2772.See file dsdata.txt to determine how the superseded data were derived.
 EH2772
 EH2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2392993247(NAD 83)
 EH2772_MARKER: 53 = ELEVATED TANK
 EH2772
 EH2772  HISTORY     - Date     Condition        Report By
 EH2772  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2772  HISTORY     - 1973     GOOD             MSHD
 EH2772
 EH2772                          STATION DESCRIPTION
 EH2772
 EH2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2772'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  LOCATED ON
 EH2772'THE GROUNDS OF THE COAHOMA JR. COLLEGE ABOUT 4 MILES NORTH OF
 EH2772'CLARKSDALE.  IT IS A 4 LEGGED SELF SUPPORTED STEEL STRUCTURE
 EH2772'PAINTED SILVER WITH THE LEGEND COAHOMA JR. COLLEGE AND A.H.S.
 EH2772'ON THE WEST SIDE.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
 EH2772
 EH2772                          STATION RECOVERY (1973)
 EH2772
 EH2772'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2772'THE STATION WAS VISITED 1-10-73 AND WAS FOUND IN GOOD CONDITION.
 EH2772'
 EH2772'THE STATION IS LOCATED 4 MILES NORTH OF CLARKSDALE NEAR THE NE CORNER
 EH2772'OF THE GROUNDS OF THE COAHOMA JR. COLLEGE NEAR THE CENTER OF THE
 EH2772'WEST SIDE OF SECTION 36, T 28N, R 4W.  THE STATION IS THE CENTER OF
 EH2772'THE TOP OF THE TANK, AN ELEVATED TANK SUPPORTED BY FOUR TABULAR
 EH2772'LEGS SILVER IN COLOR WITH THE WORDS COAHOMA JR. COLLEGE AND
 EH2772'A.H.S. IN BLACK LETTERS ON THE WEST SIDE AND IS ABOUT 150 FEET
 EH2772'HIGH.
 EH2772'
 EH2772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH2772'CLARKSDALE GO WEST ON U.S. HIGHWAY 61 FOR 0.4 MILE TO THE
 EH2772'INTERSECTION OF SUNFLOWER AVENUE ON THE EAST SIDE OF THE SUNFLOWER
 EH2772'RIVER.  TURN RIGHT AND GO NORTH ON SUNFLOWER AVENUE FOR 1 MILE TO
 EH2772'A REVERSE Y INTERSECTION.  CONTINUE NORTH ON FRIARS POINT ROAD
 EH2772'FOR 0.95 MILE TO A CROSSROAD.  CONTINUE NORTH ON FRIARS POINT ROAD
 EH2772'FOR 2.8 MILES TO A SIDE ROAD RIGHT ON THE NORTH SIDE OF THE
 EH2772'COLLEGE.  TURN RIGHT AND GO EAST ON A BLACK TOP ROAD FOR 0.15 MILE
 EH2772'TO THE TANK ON THE RIGHT.
 EH2772'
 EH2772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 EH2772'CLARKSDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1855 ***********************************************************************
 EG1855  DESIGNATION -  COCKRUM
 EG1855  PID         -  EG1855
 EG1855  STATE/COUNTY-  MS/TATE
 EG1855  USGS QUAD   -  LEWISBURG (1982)
 EG1855
 EG1855                         *CURRENT SURVEY CONTROL
 EG1855  ___________________________________________________________________
 EG1855* NAD 83(1993)-  34 45 55.26754(N)    089 51 32.18048(W)     ADJUSTED  
 EG1855* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 EG1855  ___________________________________________________________________
 EG1855  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EG1855  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG1855  HORZ ORDER  -  SECOND
 EG1855
 EG1855.The horizontal coordinates were established by classical geodetic methods
 EG1855.and adjusted by the National Geodetic Survey in May 1994.
 EG1855
 EG1855.The orthometric height was scaled from a topographic map.
 EG1855
 EG1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1855
 EG1855.The geoid height was determined by GEOID03.
 EG1855
 EG1855;                    North         East     Units Scale Factor Converg.
 EG1855;SPC MS W     -   583,945.480   743,427.855   MT  0.99997324   +0 16 13.8
 EG1855;SPC MS W     - 1,915,827.80  2,439,062.89   sFT  0.99997324   +0 16 13.8
 EG1855;SPC MS E     -   584,322.156   206,110.774   MT  1.00005861   -0 35 05.5
 EG1855;SPC MS E     - 1,917,063.61    676,215.10   sFT  1.00005861   -0 35 05.5
 EG1855;UTM  16      - 3,850,746.350   238,336.257   MT  1.00044397   -1 37 52.1
 EG1855
 EG1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1855!SPC MS W     -   0.99998750  x   0.99997324  =   0.99996074
 EG1855!SPC MS E     -   0.99998750  x   1.00005861  =   1.00004611
 EG1855!UTM  16      -   0.99998750  x   1.00044397  =   1.00043146
 EG1855
 EG1855|---------------------------------------------------------------------|
 EG1855| PID    Reference Object                     Distance      Geod. Az  |
 EG1855|                                                           dddmmss.s |
 EG1855| CG3811 COCKRUM RM 1                         29.835 METERS 06136     |
 EG1855| EG1837 INDEPENDENCE TRUNKLINE GAS MST      APPROX. 5.1 KM 1194212.7 |
 EG1855| CG3812 COCKRUM RM 2                         38.283 METERS 16811     |
 EG1855| CG3810 COCKRUM AZ MK                                      2700239.8 |
 EG1855|---------------------------------------------------------------------|
 EG1855
 EG1855                          SUPERSEDED SURVEY CONTROL
 EG1855
 EG1855  NAD 83(1986)-  34 45 55.27860(N)    089 51 32.18032(W) AD(       ) 2
 EG1855  NAD 27      -  34 45 54.92000(N)    089 51 31.86200(W) AD(       ) 2
 EG1855
 EG1855.Superseded values are not recommended for survey control.
 EG1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1855.See file dsdata.txt to determine how the superseded data were derived.
 EG1855
 EG1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3833650746(NAD 83)
 EG1855_MARKER: DS = TRIANGULATION STATION DISK
 EG1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1855
 EG1855  HISTORY     - Date     Condition        Report By
 EG1855  HISTORY     - 1956     MONUMENTED       CGS
 EG1855  HISTORY     - 1966     SEE DESCRIPTION  CGS
 EG1855  HISTORY     - 1970     GOOD             NGS
 EG1855  HISTORY     - 1971     GOOD             NGS
 EG1855
 EG1855                          STATION DESCRIPTION
 EG1855
 EG1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1855'THE STATION IS ABOUT 12 MILES (AIRLINE) SOUTHWEST OF BYHALIA, ABOUT
 EG1855'8.5 MILES SOUTHEAST OF
 EG1855'HERNANDO AND ABOUT 3 MILES NORTHWEST OF THE TRUNKLINE
 EG1855'GAS COMPANY, INDEPENDENCE
 EG1855'STATION.  THE STATION IS NEAR THE NORTHEAST
 EG1855'CORNER OF THE SOUTHWEST QUARTER OF SECTION
 EG1855'5, T 4 S, R 6 W, ON THE
 EG1855'PROPERTY OF MR BRUCE HURT.
 EG1855'
 EG1855'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 305 AND 306 AT
 EG1855'THE SOUTH SIDE OF THE
 EG1855'VILLAGE OF INDEPENDENCE, GO NORTH ON ROUTE 305,
 EG1855'GRAVELED ROAD, FOR 3.1 MILES TO
 EG1855'CROSSROADS AT THE TRUNKLINE GAS
 EG1855'COMPANY, INDEPENDENCE STATION, CONTINUE ON STATE
 EG1855'ROUTE 305 FOR 2.15
 EG1855'MILES TO A GRAVELED ROAD FON THE LEFT AND FARM DRIVE-WAY ON THE
 EG1855'RIGHT, TURN
 EG1855'LEFT, WEST, GO 1.1 MILES TO CROSSROADS, CONTINUE STRAIGHT
 EG1855'AHEAD FOR 1.0 MILE TO ROAD
 EG1855'FORKS, TAKE LEFT FORK, AS PER SIGN MT
 EG1855'MANNA BAPTIST CHURCH, GO 0.45 MILE TO
 EG1855'CROSSROADS, TURN RIGHT, WEST,
 EG1855'AND GO 0.7 MILE TO A BRICK HOUSE ON THE RIGHT AND
 EG1855'STATION ON THE
 EG1855'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, THROUGH
 EG1855'TWO BARN YARD
 EG1855'GATES, THENCE WESTERLY, ON TRACK ROAD FOR 0.15 MILE TO
 EG1855'A WASH, CROSS WASH, AND GO
 EG1855'SOUTH, ABOUT 100 YARDS TO A HOUSE WHICH
 EG1855'HAS RED COMPOSITION BRICK SIDING AND THE
 EG1855'AZIMUTH MARK AT THE SOUTH
 EG1855'SIDE OF HOUSE.
 EG1855'
 EG1855'STATION MARKS, ARE STANDARD DISKS, STAMPED COCKRUM 1955.  THE SURFACE
 EG1855'STATION MARK DISK IS SET
 EG1855'IN A 12 X 12 CONCRETE POST WHICH PROJECTS 6 INCHES
 EG1855'ABOVE GROUND.  IT IS 148 FEET
 EG1855'SOUTHWEST OF THE SOUTHWEST CORNER OF MR
 EG1855'HURTS HOME, 35 FEET WEST-SOUTHWEST OF A POWER
 EG1855'LINE POLE WHICH IS
 EG1855'SUPPORTED BY TWO GUY WIRES, 10 FEET EAST OF A NORTH-SOUTH FENCE
 EG1855'LINE, AND 2 FEET
 EG1855'SOUTH OF A STANDARD WITNESS POST.  THE UNDERGROUND STATION
 EG1855'MARK DISK IS SET IN AN
 EG1855'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 EG1855'GROUND.
 EG1855'
 EG1855'REFERENCE MARK 1, A STANDARD DISK, STAMPED COCKRUM NO 1 1955, IS SET
 EG1855'IN CONCRETE POST
 EG1855'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 93 FEET
 EG1855'SOUTH OF THE SOUTHEAST CORNER OF
 EG1855'MR HURTS HOME, 20 FEET NORTH OF A
 EG1855'POWER LINE, AND 2 FEET SOUTH OF AN EAST-WEST FENCE
 EG1855'LINE.
 EG1855'
 EG1855'REFERENCE MARK 2, A STANDARD DISK, STAMPED COCKRUM NO 2 1955, IS SET
 EG1855'IN A SQUARE CONCRETE
 EG1855'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 28
 EG1855'FEET NORTH OF THE SOUTHEAST CORNER
 EG1855'POST OF BARN LOT, AND 3 FEET EAST
 EG1855'OF THE BARN LOT FENCE.
 EG1855'
 EG1855'AZIMUTH MARK, A STANDARD DISK, STAMPED COCKRUM 1955, IS SET IN A
 EG1855'SQUARE CONCRETE POST
 EG1855'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 0.2
 EG1855'MILE WEST OF THE STATION, AT THE
 EG1855'SOUTH SIDE OF A TENANT HOUSE, 8 FEET
 EG1855'SOUTH OF THE SOUTHEAST CORNER, AND 2 FEET EAST OF A
 EG1855'STANDARD WITNESS
 EG1855'POST.
 EG1855'
 EG1855'NOTE- A 90 FT TOWER WAS USED.
 EG1855'
 EG1855'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1855
 EG1855                          STATION RECOVERY (1966)
 EG1855
 EG1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EG1855'THE STATION WAS VISITED, AND RM NO 1, RM NO 2, AZIMUTH MARK, AND
 EG1855'STATION
 EG1855'UNDERGROUND DISK FOUND IN GOOD CONDITION.  THE STATION
 EG1855'SURFACE MARK WAS BROKEN
 EG1855'OFF AND DISK GONE.  A NEW DISK WAS SET IN THE
 EG1855'CONCRETE MONUMENT FROM THE ANGLES BETWEEN
 EG1855'THE RMS AND THE AZIMUTH
 EG1855'MARK, AND THE MEASUREMENT FROM THE RMS.  A NEW DESCRIPTION
 EG1855'FOLLOWS-
 EG1855'
 EG1855'THE STATION IS LOCATED ABOUT 12 MILES SW OF BOYHOLIA, ABOUT 8.5 MILES
 EG1855'SE OF HERNANDO, IN
 EG1855'THE NE 0.25 OF SEC 5, T4S, R6W, ON PROPERTY OWNED
 EG1855'BY MR BRUCE HURT, 148 FT SW OF THE SW
 EG1855'CORNER OF THE RED BRICK HOUSE,
 EG1855'35 FT WSW OF POWER POLE, 70 FT E OF A FENCE LINE.  IT IS
 EG1855'A STANDARD DISK
 EG1855'STAMPED COCKRUM 1955 1966.  FLUSH WITH THE
 EG1855'GROUND.
 EG1855'
 EG1855'REFERENCE MARK NO 1 IS 97.88 FT NW OF STATION, 93 FT SE OF SE CORNER
 EG1855'OF HOUSE, 66 FT NE
 EG1855'OF A POWER POLE, 2 FT S OF A FENCE, 1.3 FT S OF A
 EG1855'METAL WITNESS POST.  IT IS A STANDARD
 EG1855'DISK STAMPED COCKRUM NO 1 1955,
 EG1855'PROJECTS 4-INCHES.
 EG1855'
 EG1855'REFERENCE MARK NO 2 IS 125.60 FT S OF STATION, 3 FT E OF A FENCE
 EG1855'LINE, 17 FT W OF A
 EG1855'TRACK ROAD, 28 FT N OF A FENCE CORNER.  IT IS A
 EG1855'STANDARD DISK STAMPED COCKRUM NO 2
 EG1855'1955, PROJECTING 4-INCHES.
 EG1855'
 EG1855'THE AZIMUTH MARK IS 0.2 MILE W OF THE STATION ON TOP OF THE FIRST
 EG1855'HILL WEST OF
 EG1855'STATION, 12 FT SW OF THE SE CORNER OF AN OLD HOUSE, 23
 EG1855'FT NW OF A POWER POLE, AND 1
 EG1855'FOOT S OF A METAL WITNESS POST.  IT IS A
 EG1855'STANDARD DISK STAMPED COCKRUM 1955, PROJECTING
 EG1855'6-INCHES.
 EG1855'
 EG1855'TO REACH THE STATION FROM THE POST OFFICE IN COLDWATER, GO WEST ON
 EG1855'CENTRAL AVE FOR
 EG1855'0.1 MILE TO U S HIGHWAY 51, TURN RIGHT, (NORTH) FOR
 EG1855'0.9 MILE TO STATE HIGHWAY 306,
 EG1855'TURN RIGHT AND GO EAST ON STATE
 EG1855'HIGHWAY 306 FOR 10.2 MILES TO STATE HIGHWAY 305
 EG1855'AT INDEPENDENCE, TURN
 EG1855'LEFT AND GO NORTH ON STATE HIGHWAY 305 FOR 5.35 MILES TO THE
 EG1855'DESOTO-TATE
 EG1855'COUNTY LINE, TURN LEFT, (WEST) AND GO 2.15 MILE TO A
 EG1855'CROSSROAD, TURN LEFT, (SOUTH)
 EG1855'AND GO 0.5 MILE TO A CROSSROAD, TURN
 EG1855'RIGHT AND GO WEST FOR 0.75 MILE TO A RED BRICK
 EG1855'HOUSE ON RIGHT AND
 EG1855'STATION ON LEFT.
 EG1855'
 EG1855'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST THROUGH GATES AND
 EG1855'PASTURE ON TOP OF
 EG1855'FIRST HILL WEST OF STATION AND AZIMUTH MARK.
 EG1855
 EG1855                          STATION RECOVERY (1970)
 EG1855
 EG1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EG1855'A TYPING ERROR WAS MADE WHEN THE DIRECTION TO R.M. NO. 2 WAS
 EG1855'TYPED.  THE DIRECTION TO R.M. NO. 2 SHOULD READ 258 DEGREES 08
 EG1855'IMNUTES AND 18 SECONDS FOR THE 1966 RECOVERY NOTE.  THIS WAS VERIFIED
 EG1855'IN THE RECORD BOOK.
 EG1855
 EG1855                          STATION RECOVERY (1971)
 EG1855
 EG1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 EG1855'THIS STATION WITH REFERENCE MARKS 1 AND 2 WAS RECOVERED IN GOOD
 EG1855'
 EG1855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.5 MILES
 EG1855'SOUTHEAST OF HERNANDO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2178 ***********************************************************************
 BW2178  DESIGNATION -  CODY
 BW2178  PID         -  BW2178
 BW2178  STATE/COUNTY-  MS/SIMPSON
 BW2178  USGS QUAD   -  SCHLEY (1971)
 BW2178
 BW2178                         *CURRENT SURVEY CONTROL
 BW2178  ___________________________________________________________________
 BW2178* NAD 83(1993)-  31 49 01.36541(N)    090 01 08.22374(W)     ADJUSTED  
 BW2178* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 BW2178  ___________________________________________________________________
 BW2178  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BW2178  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2178  HORZ ORDER  -  FIRST
 BW2178
 BW2178.The horizontal coordinates were established by classical geodetic methods
 BW2178.and adjusted by the National Geodetic Survey in May 1994.
 BW2178
 BW2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2178
 BW2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2178
 BW2178.The geoid height was determined by GEOID03.
 BW2178
 BW2178;                    North         East     Units Scale Factor Converg.
 BW2178;SPC MS W     -   256,906.467   729,764.386   MT  0.99996092   +0 09 56.7
 BW2178;SPC MS W     -   842,867.30  2,394,235.32   sFT  0.99996092   +0 09 56.7
 BW2178;UTM  15      - 3,524,029.339   782,190.649   MT  1.00058222   +1 34 21.6
 BW2178;UTM  16      - 3,524,128.513   214,220.006   MT  1.00060737   -1 35 33.7
 BW2178
 BW2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2178!SPC MS W     -   0.99997866  x   0.99996092  =   0.99993959
 BW2178!UTM  15      -   0.99997866  x   1.00058222  =   1.00056087
 BW2178!UTM  16      -   0.99997866  x   1.00060737  =   1.00058602
 BW2178
 BW2178|---------------------------------------------------------------------|
 BW2178| PID    Reference Object                     Distance      Geod. Az  |
 BW2178|                                                           dddmmss.s |
 BW2178| BW2181 SHIVERS STATE FOREST LO TOWER        34.252 METERS 04653     |
 BW2178| CY4096 CODY RM 4                            29.155 METERS 04741     |
 BW2178| CY4092 CODY AZ MK 2                                       1174429.8 |
 BW2178| CY4091 CODY AZ MK                                         1185707.0 |
 BW2178| BV1766 HEBRON 1947 RM 4 1965               APPROX. 9.9 KM 1322808.8 |
 BW2178| CY4093 CODY RM 1                            25.000 METERS 17020     |
 BW2178| BW2179 BUCKLEY LOOKOUT TOWER               APPROX. 4.8 KM 1773053.9 |
 BW2178| BW2180 CODY RM A 1965                       27.413 METERS 19912     |
 BW2178| CY4094 CODY RM 2                            35.659 METERS 26229     |
 BW2178| CY4095 CODY RM 3                            18.152 METERS 29545     |
 BW2178|---------------------------------------------------------------------|
 BW2178
 BW2178                          SUPERSEDED SURVEY CONTROL
 BW2178
 BW2178  NAD 83(1986)-  31 49 01.37981(N)    090 01 08.22036(W) AD(       ) 1
 BW2178  NAD 27      -  31 49 00.79800(N)    090 01 07.92500(W) AD(       ) 1
 BW2178  NGVD 29 (07/19/86)  161.9    (m)          531.     (f) VERT ANG    3  
 BW2178
 BW2178.Superseded values are not recommended for survey control.
 BW2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2178.See file dsdata.txt to determine how the superseded data were derived.
 BW2178
 BW2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR8219124029(NAD 83)
 BW2178_MARKER: DS = TRIANGULATION STATION DISK
 BW2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2178+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2002
 BW2178
 BW2178  HISTORY     - Date     Condition        Report By
 BW2178  HISTORY     - 1947     MONUMENTED       CGS
 BW2178  HISTORY     - 1955     GOOD             CGS
 BW2178  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BW2178  HISTORY     - 1965     GOOD             CGS
 BW2178  HISTORY     - 1966     GOOD             CGS
 BW2178  HISTORY     - 1967     GOOD             MSHD
 BW2178  HISTORY     - 1971     GOOD             NGS
 BW2178  HISTORY     - 1971     GOOD             USGS
 BW2178  HISTORY     - 20020510 GOOD             CRAFT
 BW2178
 BW2178                          STATION DESCRIPTION
 BW2178
 BW2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2178'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF NEW
 BW2178'HABRON, 2.5 MILES NORTHWEST OF THE SMALL SETTLEMENT OF SHIVERS,
 BW2178'AND ON LAND OWNED BY MACK CODY.  IT IS 68 FEET NORTH OF THE
 BW2178'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 65 FEET EAST OF
 BW2178'THE EAST EDGE OF A SMALL TENANT HOUSE, AND 10 FEET SOUTHEAST
 BW2178'OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 BW2178'IS STAMPED CODY 1947.
 BW2178'
 BW2178'REFERENCE MARK NO. 1 IS 82.02 FEET SOUTH-SOUTHEAST OF THE
 BW2178'STATION, 18 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 BW2178'GRAVELED ROAD, AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 BW2178'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CODY NO 1 1947.
 BW2178'
 BW2178'REFERENCE MARK NO. 2 IS 116.99 FEET WEST-SOUTHWEST OF THE
 BW2178'STATION, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 BW2178'TENANT HOUSE, 30 FEET NORTH OF THE APPROXIMATE CENTERLINE
 BW2178'OF A GRAVELED ROAD.  THE MARK PROJECTS 8 INCHES, AND THE
 BW2178'DISK IS STAMPED CODY NO 2 1947.
 BW2178'
 BW2178'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION,
 BW2178'ABOUT 50 YARDS EAST OF A FARM HOUSE, 30 FEET WEST OF THE
 BW2178'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 5 FEET WEST
 BW2178'OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 BW2178'IS STAMPED CODY 1947.
 BW2178'
 BW2178'TO REACH THE STATION FROM THE RAILROAD CROSSING IN NEW HEBRON,
 BW2178'GO WEST 0.1 MILE TO THE OLD STATE HIGHWAY 13, TURN RIGHT
 BW2178'ON THE OLD STATE HIGHWAY 13 AND GO NORTH FOR 4.75 MILES TO
 BW2178'A T-ROAD INTERSECTION IN THE SMALL SETTLEMENT OF SHIVERS,
 BW2178'TURN LEFT AND PASS TO THE LEFT OF A SCHOOL HOUSE AND CHURCH,
 BW2178'AND GO 0.25 MILE TO A Y-INTERSECTION, TURN RIGHT AND GO
 BW2178'1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.85 MILE
 BW2178'TO A CROSSROAD, TURN LEFT AND GO 0.15 MILE TO THE STATION
 BW2178'ON THE RIGHT.
 BW2178'
 BW2178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.15 MILE
 BW2178'TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO A FARM HOUSE
 BW2178'ON THE RIGHT, AND THE AZIMUTH MARK AS DESCRIBED.
 BW2178'
 BW2178'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2178
 BW2178                          STATION RECOVERY (1955)
 BW2178
 BW2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2178'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2178'CONDITION.  THE 1947 DESCRIPTION BY C.A.E. IS ADEQUATE.
 BW2178
 BW2178                          STATION RECOVERY (1963)
 BW2178
 BW2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BW2178'THE STATION WAS VISITED 6-6-63 AND THE STATION SURFACE MARK
 BW2178'WAS FOUND DESTROYED.  THE AZIMUTH MARK, REFERENCE MARK
 BW2178'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION
 BW2178'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  A NEW SURFACE
 BW2178'MARK WAS ESTABLISHED AT THIS DATE.  REFERENCE MARK NO. 3
 BW2178'AND 4 WERE ESTABLISHED AT THIS DATE DUE TO PROPOSED CONSTRUCTION
 BW2178'ON THE COUNTY ROAD.  REFERENCE MARK NO. 1 AND NO. 2 WERE
 BW2178'DESTROYED AFTER THE NEW REFERENCE MARKS WERE ESTABLISHED.
 BW2178'THE AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION BY THE
 BW2178'HEAVY FOLIAGE ON THE TREES.  A NEW DESCRIPTION FOLLOWS--
 BW2178'
 BW2178'THE STATION IS LOCATED ABOUT 6 MILES NNW OF NEW HEBRON, 2.5
 BW2178'MILES NW OF SHIVERS CROSSROADS, ON PROPERTY OWNED BY MR MACK
 BW2178'CODY, NEAR THE SITE OF THE FIRE LOOKOUT TOWER, AN OLD TENANT
 BW2178'HOUSE AND ABOUT 150 YARDS SOUTH OF A MAN MADE POND.  IT IS
 BW2178'49 FEET N OF THE CENTERLINE OF THE ROAD, 60 FEET SSE OF A
 BW2178'POWER POLE, 60 FEET E OF THE NE CORNER OF AN OLD TENANT HOUSE,
 BW2178'96 FEET SW OF THE SW LEG OF THE FIRE TOWER, 11 FEET EAST
 BW2178'OF A FENCE LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BW2178'IT IS A STANDARD DISK, STA STAMPED CODY 1947 1963.
 BW2178'PROJECTS 2 INCHES.
 BW2178'
 BW2178'REFERENCE MARK NO. 3 IS 59.55 FEET WNW OF THE STATION AT THE
 BW2178'NE CORNER OF THE OLD TENANT HOUSE, 62 FEET N OF THE CENTER
 BW2178'OF THE ROAD, 36.5 FEET SW OF A POWER POLE, 19 FEET W OF A FENCE
 BW2178'LINE, 13.5 FEET N OF THE NE CORNER OF A CHIMNEY OF THE OLD
 BW2178'TENANT HOUSE.  IT IS A STANDARD DISK, STAMPED CODY NO 3 1947
 BW2178'1963, PROJECTING 3 INCHES.
 BW2178'
 BW2178'REFERENCE MARK NO. 4 IS 95.57 FEET NE OF THE STATION, SET
 BW2178'IN A DRILL HOLE IN THE SOUTH CORNER OF THE CONCRETE FOOTING
 BW2178'OF THE SW LEG OF THE FIRE TOWER.  IT IS A STANDARD DISK,
 BW2178'STAMPED CODY NO 4 1947 1963.
 BW2178'
 BW2178'THE AZIMUTH MARK IS 0.2 MILE ESE OF THE STATION IN THE FRONT
 BW2178'YARD OWNED BY MR. CODY, 29 FEET SW OF THE CENTER OF THE
 BW2178'HIGHWAY, 29 FEET SE OF THE CENTER OF THE DRIVEWAY TO THE
 BW2178'HOUSE, 50 YARDS NE OF MR. CODYS HOUSE, AND 1 FOOT SOUTH OF
 BW2178'A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED CODY 1947,
 BW2178'PROJECTING 8 INCHES.
 BW2178'
 BW2178'TO REACH THE STATION FROM THE CROSSROADS AT SHIVERS, GO
 BW2178'WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE TOP OF THE HILL
 BW2178'AND A FORKS IN THE ROAD, TAKE LEFT FORK AND GO 2.7 MILE TO THE
 BW2178'AZIMUTH MARK ON THE LEFT..  CONTINUE 0.05 MILE TO A REVERSE
 BW2178'FORK, TAKE LEFT AND GO 0.15 MILE TO THE STATION AND FIRE
 BW2178'TOWER ON THE RIGHT.
 BW2178
 BW2178                          STATION RECOVERY (1965)
 BW2178
 BW2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2178'STATION, REFERENCE MARKS NO. 3 AND 4 AND THE AZIMUTH MARK
 BW2178'WERE RECOVERED AS DESCRIBED IN 1963 AND ALL MARKS FOUND
 BW2178'IN GOOD CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND
 BW2178'DIRECTION TO THE MARKS AND A DIFFERENCE WAS FOUND IN THE
 BW2178'DISTANCE TO REFERENCE MARK NO. 4.
 BW2178'
 BW2178'THE 1963 DESCRIPTION AS DESCRIBED BY A.K.H. IS ADEQUATE.
 BW2178'
 BW2178'1965 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 BW2178
 BW2178                          STATION RECOVERY (1966)
 BW2178
 BW2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2178'THE STATION WAS VISITED 11-8-66 AND STATION MARK, AZIMUTH
 BW2178'MARK AND R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.
 BW2178'THE AZIMUTH MARK WAS MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.
 BW2178'THE DISTANCE TO R.M. NO. 3 AND NO. 4 FAILED TO CHECK, THEY
 BW2178'WERE REMEASURED IN THE FIELD.  A NEW DESCRIPTION FOLLOWS.
 BW2178'
 BW2178'THE STATION IS LOCATED ABOUT 6 MILES NNW OF NEW HOBRON, 2.5
 BW2178'MILES NW OF SHIVERS CROSSROADS, ON PROPERTY OWNED BY MACK
 BW2178'CODY NEAR THE SITE OF THE LOOKOUT TOWER, AN OLD TENANT HOUSE,
 BW2178'AND ABOUT 150 YARDS SOUTH OF A MAN MADE POND.  THE STATION
 BW2178'IS 60 FT. SSE OF A POWER POLE, 45 FT. N OF THE CENTERLINE
 BW2178'OF ROAD, 11 FT. E OF METAL WITNESS POST, 60 FT. E OF NORTH
 BW2178'EAST CORNER OF AN OLD TENANT HOUSE, 96 FT. SW OF THE SOUTHWEST
 BW2178'LEG OF THE FIRE TOWER, 11 FT. E OF A FENCE LINE.  IT IS A
 BW2178'STANDARD DISK STAMPED CODY 1947-1963, PROJECTING 6 INCHES.
 BW2178'
 BW2178'REFERENCE MARK NO. 3 IS 59.60 FT. WNW OF STATION AT THE
 BW2178'NORTHEAST CORNER OF THE OLD TENANT HOUSE, 62 FT. N OF THE
 BW2178'CENTERLINE OF THE ROAD, 36.5 FT. SW OF A POWER POLE, 19
 BW2178'FT. W OF A FENCE LINE, 13.5 FT. N OF THE NE CORNER OF THE
 BW2178'CHIMNEY OF TENANT HOUSE.  IT IS A STANDARD DISK STAMPED
 BW2178'CODY 1947 NO. 3 1963, PROJECTING 3 INCHES.
 BW2178'
 BW2178'REFERENCE MARK NO. 4 IS 95.65 FT. NE OF STATION SET IN A
 BW2178'DRILL HOLE IN THE SOUTH CORNER OF THE CONCRETE FOOTING OF
 BW2178'THE SOUTHWEST LEG OF THE FIRE TOWER.  IT IS A STANDARD DISK
 BW2178'STAMPED CODY 1947 NO. 4 1963.
 BW2178'
 BW2178'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 37
 BW2178'FT. N OF THE CENTERLINE OF ROAD, 1 FOOT S OF FENCE, 1 FOOT
 BW2178'NW OF WITNESS POST, 67 FT. E OF PROJECTED CENTERLINE OF DRIVEWAY
 BW2178'TO FARM HOUSE, 187 FT. N OF NE CORNER OF FARM HOUSE.  IT
 BW2178'IS A STANDARD DISK STAMPED CODY 1947 AZ 2 1966, PROJECTING
 BW2178'4 INCHES.
 BW2178'
 BW2178'TO REACH THE STATION FROM THE CROSSROADS AT SHIVERS, GO
 BW2178'WEST ON A GRAVELED ROAD FOR 0.2 MILES TO THE TOP OF THE HILL
 BW2178'AND A FORKS, TAKE LEFT FORK AND GO 2.7 MILES TO THE AZIMUTH
 BW2178'MARK ON THE RIGHT, CONTINUE NORTHWEST FOR 0.2 MILES TO THE
 BW2178'STATION ON THE RIGHT.
 BW2178
 BW2178                          STATION RECOVERY (1967)
 BW2178
 BW2178'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BW2178'THE STATION WAS VISITED 9-12-67 AND THE STATION MARK, REFERENCE
 BW2178'MARK NO. 3, NO. 4, CODY R.M. A AND THE AZIMUTH MARK WERE
 BW2178'FOUND IN GOOD CONDITION.
 BW2178'
 BW2178'THE STATION IS LOCATED 6 MILES NORTH NORTHWEST OF NEW
 BW2178'HEBRON AND 2.5 MILES NORTHWEST OF THE SHIVERS CROSSROADS IN
 BW2178'THE SOUTHWEST, 1/4 OF SECTION 21, T 10N, R 20W, AND ON PROPERTY
 BW2178'OWNED BY MR. MACK CODY NEAR THE SITE OF A LOOKOUT TOWER,
 BW2178'AN OLD TENANT HOUSE AND ABOUT 150 YARDS SOUTH OF A POND.
 BW2178'IT IS 43 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 60
 BW2178'FEET SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 BW2178'60 FEET EAST OF THE NORTHEAST CORNER OF THE TENANT HOUSE,
 BW2178'96 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER,
 BW2178'28.5 FEET NORTHWEST OF A RIGHT OF WAY MARKER, 11.5 FEET
 BW2178'NORTHEAST OF A FENCE CORNER AND 11 FEET EAST OF A METAL
 BW2178'WITNESS POST.
 BW2178'
 BW2178'IT IS A STANDARD TRIANGULATION DISK, STAMPED CODY 1947 1967
 BW2178'FLUSH WITH THE GROUND.
 BW2178'
 BW2178'REFERENCE MARK NO. 3 IS 59.60 FEET WEST NORTHWEST OF THE
 BW2178'STATION AT THE NORTHEAST CORNER OF THE OLD TENANT HOUSE.
 BW2178'IT IS 61 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 36.5
 BW2178'FEET SOUTHWEST OF THE POWER POLE WITH A TRANSFORMER, 13.5
 BW2178'FEET NORTH OF THE NORTHEAST CORNER OF THE CHIMNEY TO THE
 BW2178'TENANT HOUSE AND 11 FEET WEST OF A DRIVEWAY.  IT IS A STANDARD
 BW2178'DISK, STAMPED CODY 1947 NO. 3 1963, PROJECTING 3 INCHES.
 BW2178'
 BW2178'REFERENCE MARK NO. 4 IS 95.65 FEET NORTHEAST OF THE STATION
 BW2178'SET IN A DRILLED HOLE IN THE SOUTH CORNER OF THE SOUTHWEST
 BW2178'TOWER LEG.  IT IS A REFERENCE MARK DISK STAMPED CODY 1947
 BW2178'NO. 4 1963.
 BW2178'
 BW2178'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 130.4
 BW2178'FEET.
 BW2178'
 BW2178'CODY R.M. A IS 89.94 FEET SOUTH SOUTHWEST OF THE STATION.
 BW2178'IT IS 181 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE CODY
 BW2178'LOOKOUT TOWER, 46 FEET SOUTH OF THE CENTER OF THE BLACKTOP
 BW2178'ROAD, 10 FEET SOUTH OF A FENCE, 137 FEET SOUTH SOUTHEAST
 BW2178'OF A POWER POLE WITH A TRANSFORMER, 22 FEET EAST OF THE
 BW2178'CENTER OF THE ENTRANCE TO A FIELD, AND 83 FEET WEST OF THE
 BW2178'PROJECTED CENTER OF THE ENTRANCE TO THE TOWER.
 BW2178'
 BW2178'IT IS A STANDARD TRIANGULATION DISK STAMPED CODY R.M. A 1965
 BW2178'14 INCHES UNDER THE GROUND.
 BW2178'
 BW2178'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT
 BW2178'IS 41 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 1 FOOT
 BW2178'NORTH OF A FENCE, 67 FEET EAST OF THE PROJECTED CENTER LINE
 BW2178'OF DRIVEWAY TO FARM HOUSE, 187 FEET NORTH OF THE NORTHEAST
 BW2178'CORNER OF THE FARM HOUSE AND 1 FOOT NORTHWEST OF A METAL
 BW2178'WITNESS POST.  THE AZIMUTH IS STILL VISIBLE FROM THE STATION.
 BW2178'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED CODY 1947 AZ
 BW2178'2 1966, PROJECTING 4 INCHES.
 BW2178'
 BW2178'TO REACH THE STATION FROM THE NATIONAL BANK IN NEW HEBRON GO
 BW2178'NORTH ON MISSISSIPPI HIGHWAY 43 FOR 4.7 MILES TO THE CROSSROADS
 BW2178'AT SHIVERS.  TURN LEFT (NORTHWEST) AND CONTINUE ON A BLACKTOP
 BW2178'ROAD FOR 2.9 MILES TO THE AZIMUTH ON THE RIGHT APPROXIMATELY
 BW2178'0.05 MILE BEFORE REACHING A CROSSROADS.  TO REACH THE STATION
 BW2178'CONTINUE NORTHWEST ON A BLACKTOP ROAD FOR 0.25 MILE TO THE
 BW2178'LOOKOUT TOWER AND THE STATION ON THE RIGHT AS DESCRIBED.
 BW2178
 BW2178                          STATION RECOVERY (1971)
 BW2178
 BW2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BW2178'THE STATION WAS VISITED 8-8-72 AND ALL MARKS WERE FOUND
 BW2178'AS DESCRIBED BY THE MISSISSIPPI STATE HIGHWAY DEPARTMENT
 BW2178'IN 1967, INCLUDING THE STATION MARK.
 BW2178'
 BW2178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BW2178'NORTH OF NEW HEBRON
 BW2178
 BW2178                          STATION RECOVERY (1971)
 BW2178
 BW2178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (AEN)
 BW2178'STATION MARK NOT FOUND.  OWNER OR TENANT OF LAND SAID MARK
 BW2178'HAD BEEN MOVED OR REMOVED BY USC AND GS.
 BW2178'
 BW2178'REF. MARK 3 AND 4 OKAY.
 BW2178
 BW2178                          STATION RECOVERY (2002)
 BW2178
 BW2178'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 BW2178'MARK IN FLOWER BED IN FRONT OF 1096 SHIVERS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2180 ***********************************************************************
 BW2180  DESIGNATION -  CODY RM A 1965
 BW2180  PID         -  BW2180
 BW2180  STATE/COUNTY-  MS/SIMPSON
 BW2180  USGS QUAD   -  SCHLEY (1971)
 BW2180
 BW2180                         *CURRENT SURVEY CONTROL
 BW2180  ___________________________________________________________________
 BW2180* NAD 83(1993)-  31 49 00.52490(N)    090 01 08.56651(W)     ADJUSTED  
 BW2180* NAVD 88     -       160.0    (meters)     525.     (feet)  VERTCON   
 BW2180  ___________________________________________________________________
 BW2180  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BW2180  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2180  HORZ ORDER  -  FIRST
 BW2180
 BW2180.The horizontal coordinates were established by classical geodetic methods
 BW2180.and adjusted by the National Geodetic Survey in May 1994.
 BW2180
 BW2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2180
 BW2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2180
 BW2180.The geoid height was determined by GEOID03.
 BW2180
 BW2180;                    North         East     Units Scale Factor Converg.
 BW2180;SPC MS W     -   256,880.554   729,755.446   MT  0.99996092   +0 09 56.5
 BW2180;SPC MS W     -   842,782.28  2,394,205.99   sFT  0.99996092   +0 09 56.5
 BW2180;UTM  15      - 3,524,003.198   782,182.343   MT  1.00058217   +1 34 21.4
 BW2180;UTM  16      - 3,524,102.870   214,210.269   MT  1.00060744   -1 35 33.9
 BW2180
 BW2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2180!SPC MS W     -   0.99997896  x   0.99996092  =   0.99993988
 BW2180!UTM  15      -   0.99997896  x   1.00058217  =   1.00056112
 BW2180!UTM  16      -   0.99997896  x   1.00060744  =   1.00058639
 BW2180
 BW2180|---------------------------------------------------------------------|
 BW2180| PID    Reference Object                     Distance      Geod. Az  |
 BW2180|                                                           dddmmss.s |
 BW2180| BW2178 CODY                                 27.413 METERS 01912     |
 BW2180| BW2181 SHIVERS STATE FOREST LO TOWER        59.897 METERS 03436     |
 BW2180| BW2188 STEEN                               APPROX.13.6 KM 3105840.7 |
 BW2180|---------------------------------------------------------------------|
 BW2180
 BW2180                          SUPERSEDED SURVEY CONTROL
 BW2180
 BW2180  NAD 83(1986)-  31 49 00.53909(N)    090 01 08.56322(W) AD(       ) 1
 BW2180  NAD 27      -  31 48 59.95747(N)    090 01 08.26777(W) AD(       ) 1
 BW2180  NGVD 29 (07/19/86)  160.0    (m)          525.     (f) VERT ANG    3  
 BW2180
 BW2180.Superseded values are not recommended for survey control.
 BW2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2180.See file dsdata.txt to determine how the superseded data were derived.
 BW2180
 BW2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR8218224003(NAD 83)
 BW2180_MARKER: DS = TRIANGULATION STATION DISK
 BW2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2180+STABILITY: SURFACE MOTION
 BW2180
 BW2180  HISTORY     - Date     Condition        Report By
 BW2180  HISTORY     - 1965     MONUMENTED       CGS
 BW2180  HISTORY     - 1967     GOOD             MSHD
 BW2180
 BW2180                          STATION DESCRIPTION
 BW2180
 BW2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2180'STATION IS LOCATED 6 MILES NORTH-NORTHWEST OF NEW HEBRON, 2-1/2
 BW2180'MILES NORTHWEST OF SHIVERS AND ON THE SAME PROPERTY AS TRIANGULATION
 BW2180'STATION CODY 1947 1963.
 BW2180'
 BW2180'THE STATION MARK IS A STANDARD DISK, STAMPED CODY RM A 1965,
 BW2180'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 BW2180'14-INCHES BELOW THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE
 BW2180'CENTER OF A GRAVELED ROAD, 16 FEET SOUTHWEST OF THE WEST GATE
 BW2180'POST AND 8 FEET SOUTH OF A WIRE FENCE.
 BW2180'
 BW2180'A TRAVERSE CONNECTION WAS MADE TO CODY 1947, DISTANCE BEING
 BW2180'89.94 FEET OR 27.414 METERS.
 BW2180
 BW2180                          STATION RECOVERY (1967)
 BW2180
 BW2180'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BW2180'THE STATION WAS VISITED 10-4-67 AND THE STATION MARK WAS FOUND
 BW2180'IN GOOD CONDITION.
 BW2180'
 BW2180'THE STATION IS LOCATED 6 MILES NORTH NORTHWEST OF NEW HEBRON
 BW2180'AND 2.5 MILES NORTHWEST OF THE SHIVERS CROSSROADS IN THE
 BW2180'SOUTHWEST, 1/4 OF SECTION 21, T 10N, R 20W, AND ON PROPERTY
 BW2180'OWNED BY MR. MACK CODY.  IT IS 89.94 FEET SOUTH SOUTHWEST OF
 BW2180'TRIANGULATION STATION CODY, 181 FEET SOUTHWEST OF THE SOUTHWEST
 BW2180'LEG OF THE CODY LOOKOUT TOWER, 46 FEET SOUTH OF THE CENTER OF
 BW2180'A BLACKTOP ROAD, 10 FEET SOUTH OF A FENCE LINE, 137 FEET SOUTH
 BW2180'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 22 FEET EAST OF
 BW2180'THE CENTER OF THE ENTRANCE TO A FIELD AND 83 FEET WEST OF THE
 BW2180'PROJECTED CENTER OF THE ENTRANCE TO THE FIRE TOWER.
 BW2180'
 BW2180'IT IS A STANDARD TRIANGULATION DISK, STAMPED CODY RMA 1965 14
 BW2180'INCHES BELOW THE GROUND.
 BW2180'
 BW2180'TO REACH THE STATION FROM THE NATIONAL BANK IN NEW HEBRON GO
 BW2180'NORTH ON MISSISSIPPI HIGHWAY 43 FOR 4.7 MILES TO THE CROSSROADS
 BW2180'AT SHIVERS.  TURN LEFT (NORTHWEST) AND CONTINUE ON A BLACKTOP
 BW2180'ROAD FOR 2.95 MILES TO A CROSSROADS.  CONTINUE NORTHWEST ON
 BW2180'A BLACKTOP ROAD FOR 0.25 MILE TO THE COLD LOOKOUT TOWER ON THE
 BW2180'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2037 ***********************************************************************
 DJ2037  DESIGNATION -  COFFEEVILLE CABLE TV CO MAST
 DJ2037  PID         -  DJ2037
 DJ2037  STATE/COUNTY-  MS/YALOBUSHA
 DJ2037  USGS QUAD   -  COFFEEVILLE (1983)
 DJ2037
 DJ2037                         *CURRENT SURVEY CONTROL
 DJ2037  ___________________________________________________________________
 DJ2037* NAD 83(1993)-  33 58 33.36665(N)    089 40 56.99138(W)     ADJUSTED  
 DJ2037* NAVD 88     -              **(meters)            **(feet)            
 DJ2037  ___________________________________________________________________
 DJ2037  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DJ2037  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DJ2037  HORZ ORDER  -  THIRD
 DJ2037
 DJ2037.The horizontal coordinates were established by classical geodetic methods
 DJ2037.and adjusted by the National Geodetic Survey in May 1994.
 DJ2037
 DJ2037
 DJ2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2037
 DJ2037.The geoid height was determined by GEOID03.
 DJ2037
 DJ2037;                    North         East     Units Scale Factor Converg.
 DJ2037;SPC MS W     -   496,468.925   760,141.752   MT  0.99999457   +0 21 49.4
 DJ2037;SPC MS W     - 1,628,831.80  2,493,898.40   sFT  0.99999457   +0 21 49.4
 DJ2037;UTM  16      - 3,762,731.243   252,173.070   MT  1.00035719   -1 29 59.5
 DJ2037
 DJ2037                          SUPERSEDED SURVEY CONTROL
 DJ2037
 DJ2037  NAD 83(1986)-  33 58 33.37788(N)    089 40 56.98804(W) AD(       ) 4
 DJ2037  NAD 27      -  33 58 32.97116(N)    089 40 56.68241(W) AD(       ) 3
 DJ2037
 DJ2037.Superseded values are not recommended for survey control.
 DJ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2037.See file dsdata.txt to determine how the superseded data were derived.
 DJ2037
 DJ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5217362731(NAD 83)
 DJ2037_MARKER: 42 = RADIO/TV MAST
 DJ2037
 DJ2037  HISTORY     - Date     Condition        Report By
 DJ2037  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ2037
 DJ2037                          STATION DESCRIPTION
 DJ2037
 DJ2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ2037'THE STATION IS THE RED LIGHT ATOP THE COFFEVILLE, CABLE
 DJ2037'TELEVISION COMPANY MAST THAT IS LOCATED ON THE HIGHEST POINT
 DJ2037'OF A HIGH RIDGE NEAR THE WEST EDGE OF THE CITY OF COFFEEVILLE
 DJ2037'AND 1 MILE NORTH OF STATE HIGHWAY 7.  THE MAST IS TRIANGULAR IN
 DJ2037'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH
 DJ2037'A NUMBER OF ANTENNAS LOCATED NEAR THE TOP.  IT IS 325 FEET IN
 DJ2037'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2025 ***********************************************************************
 DJ2025  DESIGNATION -  COILA
 DJ2025  PID         -  DJ2025
 DJ2025  STATE/COUNTY-  MS/CARROLL
 DJ2025  USGS QUAD   -  COILA (1982)
 DJ2025
 DJ2025                         *CURRENT SURVEY CONTROL
 DJ2025  ___________________________________________________________________
 DJ2025* NAD 83(1993)-  33 22 48.57019(N)    089 59 14.11212(W)     ADJUSTED  
 DJ2025* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DJ2025  ___________________________________________________________________
 DJ2025  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DJ2025  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DJ2025  HORZ ORDER  -  SECOND
 DJ2025
 DJ2025.The horizontal coordinates were established by classical geodetic methods
 DJ2025.and adjusted by the National Geodetic Survey in May 1994.
 DJ2025
 DJ2025.The orthometric height was scaled from a topographic map.
 DJ2025
 DJ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2025
 DJ2025.The geoid height was determined by GEOID03.
 DJ2025
 DJ2025;                    North         East     Units Scale Factor Converg.
 DJ2025;SPC MS W     -   430,253.311   732,201.342   MT  0.99996278   +0 11 25.5
 DJ2025;SPC MS W     - 1,411,589.40  2,402,230.57   sFT  0.99996278   +0 11 25.5
 DJ2025;UTM  16      - 3,697,420.726   222,096.053   MT  1.00055229   -1 38 40.6
 DJ2025;UTM  15      - 3,697,489.136   780,276.449   MT  1.00056862   +1 39 31.2
 DJ2025
 DJ2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2025!SPC MS W     -   0.99998379  x   0.99996278  =   0.99994657
 DJ2025!UTM  16      -   0.99998379  x   1.00055229  =   1.00053607
 DJ2025!UTM  15      -   0.99998379  x   1.00056862  =   1.00055240
 DJ2025
 DJ2025:                Primary Azimuth Mark                     Grid Az
 DJ2025:SPC MS W     -  COILA AZ MK                              200 51 51.4
 DJ2025:UTM  16      -  COILA AZ MK                              202 41 57.5
 DJ2025:UTM  15      -  COILA AZ MK                              199 23 45.7
 DJ2025
 DJ2025|---------------------------------------------------------------------|
 DJ2025| PID    Reference Object                     Distance      Geod. Az  |
 DJ2025|                                                           dddmmss.s |
 DJ2025| CG1414 COILA AZ MK                                        2010316.9 |
 DJ2025| CG1415 COILA RM 1                           27.627 METERS 21956     |
 DJ2025| CG1416 COILA RM 2                           32.848 METERS 31145     |
 DJ2025|---------------------------------------------------------------------|
 DJ2025
 DJ2025                          SUPERSEDED SURVEY CONTROL
 DJ2025
 DJ2025  NAD 83(1986)-  33 22 48.58165(N)    089 59 14.10881(W) AD(       ) 2
 DJ2025  NAD 27      -  33 22 48.13350(N)    089 59 13.80840(W) AD(       ) 2
 DJ2025
 DJ2025.Superseded values are not recommended for survey control.
 DJ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2025.See file dsdata.txt to determine how the superseded data were derived.
 DJ2025
 DJ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2209697421(NAD 83)
 DJ2025_MARKER: DS = TRIANGULATION STATION DISK
 DJ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2025+STABILITY: SURFACE MOTION
 DJ2025
 DJ2025  HISTORY     - Date     Condition        Report By
 DJ2025  HISTORY     - 1959     MONUMENTED       CGS
 DJ2025  HISTORY     - 1968     GOOD             MSHD
 DJ2025  HISTORY     - 19740501 GOOD             USGS
 DJ2025
 DJ2025                          STATION DESCRIPTION
 DJ2025
 DJ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2025'STATION IS LOCATED ABOUT 12 MILES EAST AND 1-1/2 MILES SOUTH OF
 DJ2025'SIDON AND 14-1/2 MILES WEST AND 3 MILES NORTH OF VAIDEN, AT THE
 DJ2025'SITE OF AN OLD SCHOOL BUILDING ON PROPERTY OWNED BY MR. H.
 DJ2025'PHILLIPS, ON THE SOUTHWEST SIDE OF STATE HIGHWAY 17, IN THE
 DJ2025'CENTRAL PART OF SECTION 33, T 18 N, R 3 E.
 DJ2025'
 DJ2025'REACHED FROM THE POST OFFICE IN BLACK HAWK BY GOING NORTHEASTERLY
 DJ2025'ON STATE HIGHWAY 17 FOR 1.7 MILES TO FORKS, TAKE RIGHT FORK FOR
 DJ2025'2.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON HIGHWAY 17
 DJ2025'FOR 0.4 MILE TO THE STATION ON THE LEFT ABOUT 100 YARDS BEFORE
 DJ2025'REACHING THE TOP OF A GRADE.
 DJ2025'
 DJ2025'STATION MARKS ARE STANDARD DISKS, STAMPED COILA 1959.  THE SURFACE
 DJ2025'MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 DJ2025'PROJECTING 5 INCHES.  IT IS 124 FEET SOUTHWEST OF THE CENTER OF
 DJ2025'HIGHWAY 17, 113 FEET WEST OF A POWER LINE POLE, 90 FEET NORTHEAST
 DJ2025'OF A TRIANGLE BLAZE ON THE NORTH SIDE OF A 12-INCH LOCUST TREE
 DJ2025'AND 53 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN OLD
 DJ2025'SCHOOL BUILDING.  A METAL, WITNESS SIGNPOST WAS SET 1.7 FEET
 DJ2025'WEST OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN
 DJ2025'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 DJ2025'
 DJ2025'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COILA NO 1 1959, SET
 DJ2025'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 7
 DJ2025'INCHES.  IT IS 170 FEET WEST OF THE POWER LINE POLE, 41 FEET
 DJ2025'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 2
 DJ2025'FEET NORTH OF THE TRIANGLE BLAZE AND 1 FOOT NORTHEAST OF A
 DJ2025'WIRE FENCE.
 DJ2025'
 DJ2025'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COILA NO 2 1959, SET
 DJ2025'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 DJ2025'INCHES.  IT IS 222 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 17,
 DJ2025'85 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 DJ2025'75 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING
 DJ2025'AND 1 FOOT EAST OF A WIRE FENCE.
 DJ2025'
 DJ2025'AZMUTH MARK IS A STANDARD DISK, STAMPED COILA 1959, SET IN THE TOP
 DJ2025'OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS
 DJ2025'43 FEET NORTHWEST OF THE CENTER OF HIGHWAY 17, 15.5 FEET SOUTHEAST
 DJ2025'OF A TRIANGLE BLAZE ON THE EAST SIDE OF AN 8-INCH LOCUST TREE, 17
 DJ2025'FEET NORTHWEST OF A ROAD RIGHT-OF-WAY FENCE.  A METAL, WITNESS
 DJ2025'SIGNPOST WAS SET 1.8 FEET SOUTHEAST OF THE MARK.
 DJ2025'
 DJ2025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ2025
 DJ2025                          STATION RECOVERY (1968)
 DJ2025
 DJ2025'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2025'THE STATION WAS VISITED 5-2-68 AND THE STATION MARK, REFERENCE
 DJ2025'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DJ2025'CONDITON.
 DJ2025'
 DJ2025'THE STATION IS LOCATED 4 MILES NORTHEAST OF BLACK HAWK, 0.1 MILE
 DJ2025'WEST OF MISSISSIPPI HIGHWAY 17, 1.3 MILES SOUTHWEST OF COILA, 9.5
 DJ2025'MILES SOUTHWEST OF CARROLLTON AND NEAR THE CENTER OF SECTION 33,
 DJ2025'T 18N, R 3E.  IT IS 124 FEET SOUTHWEST OF THE CENTER OF A
 DJ2025'GRAVELED ROAD, 90 FEET NORTHEAST OF A TRIANGULAR BLAZED 9 INCH
 DJ2025'LOCUST, 88 FEET EAST OF THE NORTHEAST CORNER OF A CISTERN,
 DJ2025'36 FEET SOUTHWEST OF THE EDGE OF A BANK AND 1.5 FEET SOUTHEAST
 DJ2025'OF A METAL WITNESS POST.  (NOTE) THE SCHOOL MENTIONED IN THE
 DJ2025'ORIGINAL DESCRIPTION HAS BEEN DESTROYED.
 DJ2025'
 DJ2025'IT IS A STANDARD TRIANGULATION DISK, STAMPED COILA 1959 PROJECTING
 DJ2025'5 INCHES.
 DJ2025'
 DJ2025'REFERENCE MARK NO. 1 IS 90.63 FEET SOUTHWEST OF THE STATION.  IT
 DJ2025'IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CISTERN, 2
 DJ2025'FEET WEST OF A TRIANGULAR BLAZED 9 INCH LOCUST AND 1 FOOT EAST
 DJ2025'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED COILA
 DJ2025'NO 1 1959 PROJECTING 7 INCHES.
 DJ2025'
 DJ2025'REFERENCE MARK NO. 2 IS 107.77 FEET NORTHWEST OF THE STATION.  IT
 DJ2025'IS 17 FEET WEST OF THE CENTER OF A TRACK ROAD, 19 FEET SOUTHEAST
 DJ2025'OF A 12 INCH OAK, 89 FEET NORTH OF THE NORTHWEST CORNER OF A
 DJ2025'CISTERN, 222 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD AND
 DJ2025'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 DJ2025'MARK DISK, STAMPED COILA NO 2 1959 PROJECTING 4 INCHES.
 DJ2025'
 DJ2025'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 143.2 FEET.
 DJ2025'
 DJ2025'THE AZIMUTH MARK IS 0.25 MILE SOUTH SOUTHWEST OF THE STATION.  IT
 DJ2025'IS 41 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 15.5
 DJ2025'FEET SOUTHEAST OF A TRIANGULAR BLAZED 10 INCH LOCUST, 10.2 FEET
 DJ2025'SOUTHWEST OF A POWER LINE POLE AND 2 FEET NORTHWEST OF A METAL
 DJ2025'WITNESS POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE
 DJ2025'AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED COILA 1959
 DJ2025'PROJECTING 6 INCHES.
 DJ2025'
 DJ2025'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 430
 DJ2025'AND 17 AT THE EAST EDGE OF BLACK HAWK GO NORTH ON MISSISSIPPI
 DJ2025'HIGHWAY 17 FOR 3.65 MILES TO A SIDE ROAD LEFT.  *CONTINUE
 DJ2025'NORTHEAST ON MISSISSIPPI HIGHWAY 17 FOR 0.3 MILE TO A CROSSROADS.
 DJ2025'TURN LEFT (NORTHWEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR
 DJ2025'0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  *TO REACH
 DJ2025'THE AZIMUTH FROM THIS POINT, TURN LEFT (NORTH) AND CONTINUE ON
 DJ2025'AN ALL WEATHER ROAD FOR 0.1 MILE TO A CURVE RIGHT AND THE MARK
 DJ2025'ON THE LEFT AS DESCRIBED.
 DJ2025'
 DJ2025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.3 MILES
 DJ2025'SOUTHWEST OF COILA
 DJ2025
 DJ2025                          STATION RECOVERY (1974)
 DJ2025
 DJ2025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DJ2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1851 ***********************************************************************
 EG1851  DESIGNATION -  COLD
 EG1851  PID         -  EG1851
 EG1851  STATE/COUNTY-  MS/DE SOTO
 EG1851  USGS QUAD   -  COLDWATER (1982)
 EG1851
 EG1851                         *CURRENT SURVEY CONTROL
 EG1851  ___________________________________________________________________
 EG1851* NAD 83(1993)-  34 43 59.89633(N)    089 59 33.63878(W)     ADJUSTED  
 EG1851* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 EG1851  ___________________________________________________________________
 EG1851  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 EG1851  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EG1851  HORZ ORDER  -  SECOND
 EG1851
 EG1851.The horizontal coordinates were established by classical geodetic methods
 EG1851.and adjusted by the National Geodetic Survey in May 1994.
 EG1851
 EG1851.The orthometric height was scaled from a topographic map.
 EG1851
 EG1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1851
 EG1851.The geoid height was determined by GEOID03.
 EG1851
 EG1851;                    North         East     Units Scale Factor Converg.
 EG1851;SPC MS W     -   580,340.753   731,196.920   MT  0.99996199   +0 11 38.7
 EG1851;SPC MS W     - 1,904,001.29  2,398,935.23   sFT  0.99996199   +0 11 38.7
 EG1851;UTM  16      - 3,847,547.675   225,986.094   MT  1.00052554   -1 42 22.2
 EG1851;UTM  15      - 3,847,587.728   775,355.268   MT  1.00053462   +1 42 52.3
 EG1851
 EG1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1851!SPC MS W     -   0.99998748  x   0.99996199  =   0.99994947
 EG1851!UTM  16      -   0.99998748  x   1.00052554  =   1.00051302
 EG1851!UTM  15      -   0.99998748  x   1.00053462  =   1.00052210
 EG1851
 EG1851:                Primary Azimuth Mark                     Grid Az
 EG1851:SPC MS W     -  HERNANDO MUNICIPAL TANK                  000 01 35.3
 EG1851:UTM  16      -  HERNANDO MUNICIPAL TANK                  001 55 36.2
 EG1851:UTM  15      -  HERNANDO MUNICIPAL TANK                  358 30 21.7
 EG1851
 EG1851|---------------------------------------------------------------------|
 EG1851| PID    Reference Object                     Distance      Geod. Az  |
 EG1851|                                                           dddmmss.s |
 EG1851| EG1856 HERNANDO MUNICIPAL TANK             APPROX. 9.9 KM 0001314.0 |
 EG1851| EG1850 COLDWATER LOOKOUT TOWER             APPROX. 8.5 KM 1483244.4 |
 EG1851| CG3816 COLD AZ MK                                         1614024.4 |
 EG1851| EG1848 COLDWATER MUNICIPAL TANK            APPROX. 5.3 KM 1615634.8 |
 EG1851| EG1843 SENATOBIA CARTERS UNDERWARE TK      APPROX.12.9 KM 1650818.0 |
 EG1851| CG3817 COLD RM 1                            27.311 METERS 16927     |
 EG1851| EG1844 SENATOBIA MUNICIPAL TANK            APPROX.12.7 KM 1703104.5 |
 EG1851| CG3818 COLD RM 2                            23.858 METERS 25537     |
 EG1851| EG1858 HERNANDO COUNTY CTHSE DOME          APPROX.10.0 KM 3585356.0 |
 EG1851|---------------------------------------------------------------------|
 EG1851
 EG1851                          SUPERSEDED SURVEY CONTROL
 EG1851
 EG1851  NAD 83(1986)-  34 43 59.90704(N)    089 59 33.63857(W) AD(       ) 2
 EG1851  NAD 27      -  34 43 59.54300(N)    089 59 33.31300(W) AD(       ) 2
 EG1851
 EG1851.Superseded values are not recommended for survey control.
 EG1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1851.See file dsdata.txt to determine how the superseded data were derived.
 EG1851
 EG1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2598647548(NAD 83)
 EG1851_MARKER: DS = TRIANGULATION STATION DISK
 EG1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1851
 EG1851  HISTORY     - Date     Condition        Report By
 EG1851  HISTORY     - 1956     MONUMENTED       CGS
 EG1851  HISTORY     - 1966     GOOD             MSHD
 EG1851  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EG1851
 EG1851                          STATION DESCRIPTION
 EG1851
 EG1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1851'THE STATION IS ABOUT 6 MILES (AIRLINE) SOUTH OF HERNADO, ABOUT 3.5
 EG1851'MILES NORTH-NORTHWEST
 EG1851'OF COLDWATER, AND 0.5 MILE NORTH OF THE COLDWATER
 EG1851'RIVER, NEAR THE CENTER OF THE EAST
 EG1851'HALF OF SECTION 13, T 4 S, R 8 W.
 EG1851'THE STATION IS AT THE WEST EDGE OF THE RIGHT-OF-WAY
 EG1851'FENCE ALONG U S
 EG1851'HIGHWAY 51, ON THE PROPERTY OF DOCTOR ROSS WILLIAMS.
 EG1851'
 EG1851'TO REACH THE STATION FROM THE STOPLIGHT AT THE JUNCTION OF U S
 EG1851'HIGHWAY 51 AND MAIN STREET
 EG1851'IN COLDWATER, GO NORTH ON U S HIGHWAY 51 FOR 3.0 MILES TO
 EG1851'THE AZIMUTH MARK ON THE EAST
 EG1851'BANK OF THE ROAD RIGHT-OF-WAY, CONTINUE
 EG1851'NORTH ON HIGHWAY 0.4 MILE TO TOP OF HILL AND
 EG1851'THE STATION AT THE WEST
 EG1851'SIDE OFF THE HIGHWAY RIGHT-OF-WAY FENCE.
 EG1851'
 EG1851'STATION MARKS, ARE STANDARD DISKS, STAMPED COLD 1956.  THE SURFACE
 EG1851'STATION MARK DISK IS SET IN
 EG1851'A 12 X 12 CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 EG1851'GROUND.  IT IS 205 FEET SOUTH OF
 EG1851'WHERE THE RIGHT-OF-WAY FENCE TURNS
 EG1851'EAST THEN SOUTH, 141 FEET WEST OF THE CENTER LINE
 EG1851'OF HIGHWAY, ABOUT
 EG1851'25 FEET WEST OF A POWER LINE, AND 4 FEET SOUTH OF A STANDARD WITNESS
 EG1851'POST.  THE
 EG1851'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS
 EG1851'OF CONCRETE 32 INCHES BELOW
 EG1851'GROUND.
 EG1851'
 EG1851'REFERENCE MARK 1, A STANDARD DISK, STAMPED COLD NO 1 1956, IS SET IN
 EG1851'A SQUARE CONCRETE POST
 EG1851'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 1 FOOT
 EG1851'WEST OF THE RIGHT-OF-WAY FENCE
 EG1851'LINE.
 EG1851'
 EG1851'REFERENCE MARK 2, A STANDARD DISK, STAMPED COLD NO 2 1956, IS SET IN
 EG1851'A SQUARE CONCRETE POST
 EG1851'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 165 FEET
 EG1851'SOUTH OF A FIELD ROAD, AND 4
 EG1851'FEET EAST OF THE EAST EDGE OF A DRAW AT
 EG1851'EDGE OF WOODS.
 EG1851'
 EG1851'AZIMUTH MARK, A STANDARD DISK, STAMPED COLD 1956, IS SET IN A SQUARE
 EG1851'CONCRETE POST WHICH
 EG1851'PROJECTS 6 INCHES ABOVE GROUND.  IT IS ON THE EAST BANK OF
 EG1851'THE ROAD RIGHT-OF-WAY, 189
 EG1851'FEET FROM THE CENTER LINE OF U S HIGHWAY
 EG1851'51, 220 FEET SOUTH OF A SIDE ROAD WHICH LEADS
 EG1851'WEST FROM THE HIGHWAY,
 EG1851'AND 1 FOOT NORTH OF A STANDARD WITNESS POST.
 EG1851'
 EG1851'NOTE- A 77 FT TOWER WAS USED.
 EG1851'
 EG1851'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1851
 EG1851                          STATION RECOVERY (1966)
 EG1851
 EG1851'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1851'THE STATION WAS VISITED 7-15-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1851'CONDITION.
 EG1851'
 EG1851'TO REACH THE STATION FROM THE U S POST OFFICE IN COLDWATER GO WEST ON
 EG1851'CENTER STREET FOR 0.1
 EG1851'MILE TO THE INTERSECTION OF U S HIGHWAY 51, TURN RIGHT
 EG1851'(NORTH) AND CONTINUE ON HIGHWAY
 EG1851'51 FOR 3.05 MILES TO THE AZIMUTH ON
 EG1851'THE RIGHT AS DESCRIBED.  TO REACH THE STATION
 EG1851'CONTINUE NORTH ON
 EG1851'HIGHWAY 51 FOR 0.4 MILE TO THE MARK ON THE LEFT ON THE TOP OF A
 EG1851'HILL.
 EG1851'
 EG1851'THE STATION DISK IS STAMPED COLD (1956), 141 FEET WEST OF THE CENTER
 EG1851'OF HIGHWAY 51, 46.2 FEET
 EG1851'SOUTHWEST OF A POWER POLE IN THE MOST EASTERN POWER
 EG1851'LINE, 7.3 FEET SOUTHWEST OF A
 EG1851'POWER POLE IN THE MOST WESTERN POWER
 EG1851'LINE, AND 1.6 FEET NORTH OF A METAL WITNESS
 EG1851'POST.
 EG1851'
 EG1851'RM 1 IS 93 FEET SOUTH OF A POWER POLE IN THE MOST WESTERN POWER LINE
 EG1851'AND STAMPED COLD NO 1
 EG1851'(1956).
 EG1851'
 EG1851'RM 2 IS 165 FEET SOUTH OF A FIELD ROAD, 85.3 FEET WEST OF A POWER
 EG1851'POLE AT THE EDGE OF THE
 EG1851'WOODS, AND STAMPED COLD NO 2 (1956).
 EG1851'
 EG1851'THE AZIMUTH MARK IS 220 FEET SOUTH OF A SIDE ROAD LEADING WEST, 189
 EG1851'FEET EAST OF THE CENTER OF
 EG1851'HIGHWAY 51, 1.5 FEET NORTH OF A METAL WITNESS POST,
 EG1851'AND STAMPED COLD (1956).
 EG1851
 EG1851                          STATION RECOVERY (2008)
 EG1851
 EG1851'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1851'MARKS APPARENTLY DESTROYED. THE AREA WAS SEARCHED AND THE MARK NOR ANY
 EG1851'OF THE REFERENCES OR AZIMUTH MARK WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1849 ***********************************************************************
 EG1849  DESIGNATION -  COLDWATER
 EG1849  PID         -  EG1849
 EG1849  STATE/COUNTY-  MS/TATE
 EG1849  USGS QUAD   -  COLDWATER (1982)
 EG1849
 EG1849                         *CURRENT SURVEY CONTROL
 EG1849  ___________________________________________________________________
 EG1849* NAD 83(1993)-  34 41 16.77492(N)    089 58 40.24918(W)     ADJUSTED  
 EG1849* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 EG1849  ___________________________________________________________________
 EG1849  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EG1849  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EG1849  HORZ ORDER  -  THIRD
 EG1849
 EG1849.The horizontal coordinates were established by classical geodetic methods
 EG1849.and adjusted by the National Geodetic Survey in May 1994.
 EG1849
 EG1849.The orthometric height was scaled from a topographic map.
 EG1849
 EG1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1849
 EG1849.The geoid height was determined by GEOID03.
 EG1849
 EG1849;                    North         East     Units Scale Factor Converg.
 EG1849;SPC MS W     -   575,319.026   732,572.842   MT  0.99996307   +0 12 08.3
 EG1849;SPC MS W     - 1,887,525.84  2,403,449.40   sFT  0.99996307   +0 12 08.3
 EG1849;UTM  16      - 3,842,480.277   227,195.513   MT  1.00051739   -1 41 44.7
 EG1849;UTM  15      - 3,842,601.378   776,864.745   MT  1.00054491   +1 43 15.7
 EG1849
 EG1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1849!SPC MS W     -   0.99999140  x   0.99996307  =   0.99995447
 EG1849!UTM  16      -   0.99999140  x   1.00051739  =   1.00050879
 EG1849!UTM  15      -   0.99999140  x   1.00054491  =   1.00053631
 EG1849
 EG1849|---------------------------------------------------------------------|
 EG1849| PID    Reference Object                     Distance      Geod. Az  |
 EG1849|                                                           dddmmss.s |
 EG1849| CG3820 COLDWATER RM 1                       24.782 METERS 02042     |
 EG1849| CG3821 COLDWATER RM 2                       10.629 METERS 11128     |
 EG1849| CG3819 COLDWATER AZ MK                                    1884947.0 |
 EG1849|---------------------------------------------------------------------|
 EG1849
 EG1849                          SUPERSEDED SURVEY CONTROL
 EG1849
 EG1849  NAD 83(1986)-  34 41 16.78595(N)    089 58 40.24867(W) AD(       ) 3
 EG1849  NAD 27      -  34 41 16.42100(N)    089 58 39.92500(W) AD(       ) 3
 EG1849
 EG1849.Superseded values are not recommended for survey control.
 EG1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1849.See file dsdata.txt to determine how the superseded data were derived.
 EG1849
 EG1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2719642480(NAD 83)
 EG1849_MARKER: DS = TRIANGULATION STATION DISK
 EG1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1849+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2007
 EG1849
 EG1849  HISTORY     - Date     Condition        Report By
 EG1849  HISTORY     - 1956     MONUMENTED       CGS
 EG1849  HISTORY     - 1966     GOOD             MSHD
 EG1849  HISTORY     - 20071114 GOOD             MSDOT
 EG1849
 EG1849                          STATION DESCRIPTION
 EG1849
 EG1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1849'THE STATION IS IN THE VILLAGE OF COLDWATER, IN THE WEST CENTER OF THE
 EG1849'SOUTHEAST QUARTER OF SECTION
 EG1849'31, T 4 S, R 7 W, AT THE WEST END OF A PARK AREA
 EG1849'WHICH LIES IN THE CENTER OF THE
 EG1849'EAST-WEST MAIN STREET AND AT THE EAST
 EG1849'SIDE OF U S HIGHWAY 51.  ON PROPERTY OWNED BY THE
 EG1849'CITY OF COLDWATER.
 EG1849'
 EG1849'STATION MARKS ARE STANDARD DISKS, STAMPED COLDWATER 1956.  THE
 EG1849'SURFACE STATION MARK DISK
 EG1849'IS SET IN A 12 X 12 CONCRETE POST WHICH IS SET FLUSH WITH
 EG1849'THE GROUND.  IT IS 92 FEET
 EG1849'NORTHWEST OF THE CITIZENS BANK, ABOUT 110
 EG1849'FEET EAST OF THE CENTER LINE OF U S HIGHWAY
 EG1849'51, AND 5 FEET EAST OF
 EG1849'THE WEST CURB OF THE PARK AREA OF MAIN STREET.  THE
 EG1849'UNDERGROUND
 EG1849'STATION MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 EG1849'BELOW GROUND.
 EG1849'
 EG1849'REFERENCE MARK 1, A STANDARD DISK, STAMPED COLDWATER NO 1 1956, IS
 EG1849'CEMENTED IN A DRILL HOLE IN
 EG1849'THE NORTH CURB OF MAIN STREET, 10.2 FEET SOUTH OF THE
 EG1849'SOUTHWEST CORNER OF A BRICK
 EG1849'BUILDING, RUSHINGS CAFE, AND 1 FOOT WEST
 EG1849'OF THE MOST WESTERLY ONE OF SEVERAL 3-INCH
 EG1849'POSTS WHICH SUPPORTS THE
 EG1849'CANOPY OVER SIDEWALK.
 EG1849'
 EG1849'REFERENCE MARRK 2, A STANDARD DISK, STAMPED COLDWATER NO 2 1956, IS
 EG1849'SET IN A 12 X 12 CONCRETE
 EG1849'POST WHICH IS SET FLUSH WITH THE GROUND.  IT IS 71
 EG1849'FEET NORTH OF THE NORTHWEST CORNER
 EG1849'OF THE CITIZENS BANK, 30 FEET
 EG1849'SOUTHWEST OF A FIRE HYDRANT, AND 1 FOOT NORTH OF THE
 EG1849'SOUTH CURB OF
 EG1849'THE PARK AREA OF MAIN STREET.
 EG1849'
 EG1849'AZIMUTH MARK, A STANDARD DISK, STAMPED COLDWATER 1656, IS SET IN A 12
 EG1849'X 12 CONCRETE POST
 EG1849'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 0.2 MILE
 EG1849'SOUTH OF THE INTERSECTION OF U S
 EG1849'HIGHWAY 51 AND MAIN STREET AT THE
 EG1849'WEST EDGE OF THE HIGHWAY RIGHT-OF-WAY, 66 FEET FROM
 EG1849'THE CENTER LINE
 EG1849'OF HIGHWAY, AND 110 FEET SOUTH OF A POWER LINE POLE NUMBER-4000 L
 EG1849'WHICH IS AT THE
 EG1849'CITY LIMITS OF COLDWATER, AND 2 FEET NORTH OF A
 EG1849'STANDARD WITNESS POST.
 EG1849'
 EG1849'NOTE- A 6 FT STAND WAS USED.
 EG1849
 EG1849                          STATION RECOVERY (1966)
 EG1849
 EG1849'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1849'THE STATION WAS VISITED 7-19-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1849'CONDITION.
 EG1849'
 EG1849'TO REACH THE STATION FROM THE U S POST OFFICE IN COLDWATER GO WEST ON
 EG1849'CENTRAL STREET FOR 0.08
 EG1849'MILE TO THE MARK ON THE LEFT AT THE WEST END OF AN
 EG1849'ISLAND DIVIDING THE STREET.  TO
 EG1849'REACH THE AZIMUTH CONTINUE WEST ON
 EG1849'CENTRAL STREET FOR 0.02 MILE TO THE INTERSECTION
 EG1849'OF U S HIGHWAY 51,
 EG1849'TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 51 FOR 0.25 MILE TO THE
 EG1849'MARK ON THE
 EG1849'RIGHT JUST BEFORE REACHING THE END OF THE FOUR LANE.
 EG1849'
 EG1849'THE STATION DISK IS STAMPED COLDWATER (1956), 92 FEET NORTHWEST FOR
 EG1849'THE CITIZENS BANK,
 EG1849'35.4 FEET WEST OF A 12 INCH OAK, 29 FEET EAST OF THE
 EG1849'CENTER OF A DRAIN, AND 5 FEET
 EG1849'EAST OF THE CURB AT THE WEST END OF THE
 EG1849'ISLAND.
 EG1849'
 EG1849'RM 1 IS 34.8 FEET EAST OF A NEON SIGN READING RUSHING CAFFE, 10.2
 EG1849'FEET SOUTH OF THE
 EG1849'SOUTHWEST CORNER OF THE CAFE, AND STAMPED COLDWATER NO 1
 EG1849'(1956).
 EG1849'
 EG1849'RM 2 IS 71 FEET NORTH OF THE NORTHWEST CORNER OF THE CITIZENS BANK,
 EG1849'30 FEET SOUTHWEST OF A
 EG1849'FIRE PLUG, 13.5 FEET EAST OF A STREET LAMP, 13 FEET
 EG1849'SOUTH OF A 12 INCH OAK, 1 FOOT
 EG1849'NORTH OF THE SOUTH CURB, AND STAMPED
 EG1849'COLDWATER NO 2 (1956).
 EG1849'
 EG1849'THE AZIMUTH MARK IS 110 FEET SOUTH OF MPL POLE NO 4000L, 64.5 FEET
 EG1849'WEST OF THE CENTER OF THE
 EG1849'WEST LANE OF HIGHWAY 51, 1.6 FEET NORTH OF A METAL
 EG1849'WITNESS POST, AND STAMPED
 EG1849'COLDWATER 1956.
 EG1849
 EG1849                          STATION RECOVERY (2007)
 EG1849
 EG1849'RECOVERY NOTE BY MS DEPT TRANS 2007 (HDB)
 EG1849'ALL FOUR MARKS WERE RECOVERED IN GOOD CONDITION. THE DESCRIPTIONS ARE
 EG1849'SUFFICIENT, THE ONLY DIFFERENCE BEING THAT THE TRI STATION IS BURIED
 EG1849'ABOUT 1'. ONLY THE AZIMUTH MARK IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1848 ***********************************************************************
 EG1848  DESIGNATION -  COLDWATER MUNICIPAL TANK
 EG1848  PID         -  EG1848
 EG1848  STATE/COUNTY-  MS/TATE
 EG1848  USGS QUAD   -  COLDWATER (1982)
 EG1848
 EG1848                         *CURRENT SURVEY CONTROL
 EG1848  ___________________________________________________________________
 EG1848* NAD 83(1993)-  34 41 17.53567(N)    089 58 29.55776(W)     ADJUSTED  
 EG1848* NAVD 88     -              **(meters)            **(feet)            
 EG1848  ___________________________________________________________________
 EG1848  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EG1848  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EG1848  HORZ ORDER  -  THIRD
 EG1848
 EG1848.The horizontal coordinates were established by classical geodetic methods
 EG1848.and adjusted by the National Geodetic Survey in May 1994.
 EG1848
 EG1848
 EG1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1848
 EG1848.The geoid height was determined by GEOID03.
 EG1848
 EG1848;                    North         East     Units Scale Factor Converg.
 EG1848;SPC MS W     -   575,343.433   732,844.883   MT  0.99996329   +0 12 14.4
 EG1848;SPC MS W     - 1,887,605.91  2,404,341.92   sFT  0.99996329   +0 12 14.4
 EG1848;UTM  16      - 3,842,495.669   227,468.364   MT  1.00051556   -1 41 38.7
 EG1848;UTM  15      - 3,842,633.005   777,136.202   MT  1.00054676   +1 43 21.8
 EG1848
 EG1848                          SUPERSEDED SURVEY CONTROL
 EG1848
 EG1848  NAD 83(1986)-  34 41 17.54676(N)    089 58 29.55729(W) AD(       ) 4
 EG1848  NAD 27      -  34 41 17.18000(N)    089 58 29.23000(W) AD(       ) 3
 EG1848
 EG1848.Superseded values are not recommended for survey control.
 EG1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1848.See file dsdata.txt to determine how the superseded data were derived.
 EG1848
 EG1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2746842496(NAD 83)
 EG1848_MARKER: 53 = ELEVATED TANK
 EG1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1848+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2007
 EG1848
 EG1848  HISTORY     - Date     Condition        Report By
 EG1848  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1848  HISTORY     - 1966     GOOD             MSHD
 EG1848  HISTORY     - 20071113 GOOD             MSDOT
 EG1848
 EG1848                          STATION DESCRIPTION
 EG1848
 EG1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1848'THE STATION IS THE BALL ATOP THE LARGE SILVER TANK LOCATED IN THE
 EG1848'CENTRAL PART OF
 EG1848'COLDWATER.
 EG1848'
 EG1848'IT IS APPROXIMATELY 120 FEET HIGH.
 EG1848
 EG1848                          STATION RECOVERY (1966)
 EG1848
 EG1848'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1848'THE STATION WAS VISITED 8-8-66 AND WAS FOUND IN GOOD CONDITION.
 EG1848'
 EG1848'TO REACH THE STATION FRM THE U S POST OFFICE IN COLDWATER GO (EAST)
 EG1848'ON CENTRAL STREET FOR 0.1
 EG1848'MILE TO THE TANK ON THE LEFT.  THE STATION IS THE BALL
 EG1848'ATOP THE LARGE SILVER TANK AND IS
 EG1848'APPROXIMATE 120 FEET HIGH.
 EG1848
 EG1848                          STATION RECOVERY (2007)
 EG1848
 EG1848'RECOVERY NOTE BY MS DEPT TRANS 2007 (HDB)
 EG1848'THE 1966 DESCRIPTION IS ADEQUATE. THIS IS THE OLD WATER TANK AND IS IN
 EG1848'SOMEWHAT POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2292 ***********************************************************************
 BW2292  DESIGNATION -  COLE
 BW2292  PID         -  BW2292
 BW2292  STATE/COUNTY-  MS/LINCOLN
 BW2292  USGS QUAD   -  BOGUE CHITTO (1972)
 BW2292
 BW2292                         *CURRENT SURVEY CONTROL
 BW2292  ___________________________________________________________________
 BW2292* NAD 83(1993)-  31 26 10.94066(N)    090 22 35.05101(W)     ADJUSTED  
 BW2292* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 BW2292  ___________________________________________________________________
 BW2292  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BW2292  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW2292  HORZ ORDER  -  SECOND
 BW2292
 BW2292.The horizontal coordinates were established by classical geodetic methods
 BW2292.and adjusted by the National Geodetic Survey in May 1994.
 BW2292
 BW2292.The orthometric height was scaled from a topographic map.
 BW2292
 BW2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2292
 BW2292.The geoid height was determined by GEOID03.
 BW2292
 BW2292;                    North         East     Units Scale Factor Converg.
 BW2292;SPC MS W     -   214,657.132   695,905.712   MT  0.99995021   -0 01 20.9
 BW2292;SPC MS W     -   704,254.27  2,283,150.66   sFT  0.99995021   -0 01 20.9
 BW2292;UTM  15      - 3,480,943.462   749,356.702   MT  1.00036698   +1 22 08.6
 BW2292
 BW2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2292!SPC MS W     -   0.99998260  x   0.99995021  =   0.99993281
 BW2292!UTM  15      -   0.99998260  x   1.00036698  =   1.00034958
 BW2292
 BW2292|---------------------------------------------------------------------|
 BW2292| PID    Reference Object                     Distance      Geod. Az  |
 BW2292|                                                           dddmmss.s |
 BW2292| CY4105 COLE RM 1                            34.431 METERS 04939     |
 BW2292| CY4104 COLE AZ MK                                         1132604.4 |
 BW2292| CY4107 COLE RM 3                            22.856 METERS 20610     |
 BW2292| CY4106 COLE RM 2                            33.863 METERS 30724     |
 BW2292|---------------------------------------------------------------------|
 BW2292
 BW2292                          SUPERSEDED SURVEY CONTROL
 BW2292
 BW2292  NAD 83(1986)-  31 26 10.95642(N)    090 22 35.04803(W) AD(       ) 2
 BW2292  NAD 27      -  31 26 10.33200(N)    090 22 34.70400(W) AD(       ) 2
 BW2292
 BW2292.Superseded values are not recommended for survey control.
 BW2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2292.See file dsdata.txt to determine how the superseded data were derived.
 BW2292
 BW2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4935780943(NAD 83)
 BW2292_MARKER: DS = TRIANGULATION STATION DISK
 BW2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2292
 BW2292  HISTORY     - Date     Condition        Report By
 BW2292  HISTORY     - 1946     MONUMENTED       CGS
 BW2292  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BW2292  HISTORY     - 1959     GOOD             ATRECO
 BW2292  HISTORY     - 1968     GOOD             MSHD
 BW2292  HISTORY     - 1970     GOOD             MSSU
 BW2292
 BW2292                          STATION DESCRIPTION
 BW2292
 BW2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2292'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES E OF BOGUE
 BW2292'CHITTO, 9.6 MILES S OF BROOKHAVEN, ON LAND OWNED BY J.G.
 BW2292'COLE, 60 FEET SW OF THE INTERSECTION OF A MAIN GRAVEL ROAD
 BW2292'AND A GRAVEL LANE TO J.G. COLES STORE, 14 FEET S OF A STANDARD
 BW2292'REFERENCE POST, 19 FEET NE OF THE NE CORNER OF A FEED-GRINDER
 BW2292'SHED, AND APPROXIMATELY 200 FEET E OF J.G. COLES STORE.
 BW2292'
 BW2292'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2292'COLE 1946, AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK
 BW2292'IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2292'
 BW2292'REFERENCE MARK 1 IS 112.96 FEET (34.431 METERS) NE OF THE
 BW2292'STATION, 33 FEET N OF THE APPROXIMATE CENTER LINE OF A GRAVEL
 BW2292'ROAD, AND 5 FEET N OF THE N EDGE OF A DRAINAGE DITCH ON
 BW2292'THE S EDGE OF THE WOODS.  IT IS A BRONZE REFERENCE DISK SET
 BW2292'IN CONCRETE, STAMPED COLE NO 1 1946, AND PROJECTS 8 INCHES.
 BW2292'
 BW2292'REFERENCE MARK 2 IS 111.10 FEET (33.863 METERS) WNW OF THE
 BW2292'STATION, 17 FEET S OF THE APPROXIMATE CENTER LINE OF A GRAVEL
 BW2292'ROAD, 32 FEET N OF THE CENTER LINE OF A GRAVEL DRIVE TO THE
 BW2292'STORE, AND 110 FEET NE OF THE GAS PUMPS IN FRONT OF THE STORE.
 BW2292'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED COLE
 BW2292'NO 2 1946, AND PROJECTS 6 INCHES.
 BW2292'
 BW2292'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE E OF THE STATION,
 BW2292'3 FEET SW OF A STANDARD REFERENCE POST, 31 FEET N OF THE
 BW2292'APPROXIMATE CENTER LINE OF A GRAVEL ROAD, 8 FEET W OF A
 BW2292'FENCE CORNER, AND 5 FEET N OF THE RIGHT-OF-WAY CUT FOR THE
 BW2292'ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED
 BW2292'COLE 1946, AND IS FLUSH WITH THE GROUND.
 BW2292'
 BW2292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BW2292'AND 84 IN BROOKHAVEN, GO S ON HIGHWAY 51 FOR 2.0 MILES TO
 BW2292'A GRAVEL ROAD, GO LEFT ON GRAVEL ROAD FOR 0.6 MILE TO A FORK,
 BW2292'TAKE LEFT FORK AND GO 9.6 MILES ON MAIN TRAVELED ROAD TO
 BW2292'A ROAD COMING IN FROM THE RIGHT, KEEP LEFT AND GO SE FOR
 BW2292'0.5 MILE TO A FORK, TAKE LEFT FORK FOR 0.1 MILE TO THE STATION
 BW2292'ON RIGHT AS DESCRIBED.  THE AZIMUTH MARK IS REACHED BY
 BW2292'CONTINUING 0.5 MILE E ON GRAVEL ROAD TO THE AZIMUTH MARK ON
 BW2292'LEFT.
 BW2292'
 BW2292'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2292
 BW2292                          STATION RECOVERY (1955)
 BW2292
 BW2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2292'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK
 BW2292'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2292'REFERENCE MARK NO. 1 WAS DESTROYED WHEN THE GRAVELED ROAD
 BW2292'WAS WIDENED AND BLACK TOPPED.  REFERENCE MARK NO. 3 WAS
 BW2292'ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK IS OBSTRUCTED
 BW2292'FROM THE STATION BY YOUNG PINE GROWTH.  THE STATION IS ON
 BW2292'PROPERTY OF THE KAISER ESTATE AND THE REFERENCE MARKS ARE
 BW2292'ON PROPERTY OWNED BY L.R. SANDERS WHO LIVES JUST WEST OF
 BW2292'THE STATION.
 BW2292'
 BW2292'A NEW DESCRIPTION FOLLOWS--
 BW2292'
 BW2292'THE STATION IS LOCATED 4.5 MILES E. OF BOGUE CHITTOAND 10
 BW2292'MILES S. OF BROOKHAVEN ON THE PROPERTY OF THE KAISER ESTATE,
 BW2292'212 FEET E. OF THE SE CORNER OF L.R. SANDERS STORE (A CONCRETE
 BW2292'BLOCK BUILDING), 3.5 FEET N. OF THE PROJECTED TANGENT OF
 BW2292'THE S. SIDE OF THE STORE, 53 FEET S. OF THE INTERSECTION
 BW2292'OF THE BLACK TOPPED ROAD AND A GRAVEL ROAD LEADING TO THE
 BW2292'BACK OF THE STORE AND 19 FEET ENE OF THE NE CORNER OF A
 BW2292'SMALL FRAME BUILDING.  IT IS A STANDARD DISK, STAMPED COLE
 BW2292'1946, FLUSH WITH THE GROUND.
 BW2292'
 BW2292'REFERENCE MARK NO. 2 IS 110.10 FEET WNW OF THE STATION (OLD
 BW2292'MEASUREMENT CHECKED) IN THE FORKS FORMED BY THE BLACK TOPPED
 BW2292'ROAD AND THE GRAVEL ROAD LEADING TO THE BACK OF THE SANDERS
 BW2292'STORE AND ON THE PROPERTY OF L.R. SANDERS, 30 FEET S. OF THE
 BW2292'CENTER OF THE BLACK TOPPED ROAD, 13 FEET N OF THE CENTER OF
 BW2292'THE GRAVELED ROAD AND 108 FEET ENE OF THE SE CORNER OF THE
 BW2292'STORE.  IT IS A STANDARD DISK, STAMPED COLE NO 2 1946,
 BW2292'PROJECTING 6 INCHES.
 BW2292'
 BW2292'REFERENCE MARK NO. 3 IS 74.99 FEET S. OF THE STATION ON
 BW2292'THE PROPERTY OF L.R. SANDERS 35 FEET SSW OF THE SW CORNER
 BW2292'OF A FRAME BUILDING, 30 FEET SE OF A POWER POLE, 11 FEET
 BW2292'W. OF AN 8-INCH PINE TREE AND 127 FEET E. OF THE SE CORNER
 BW2292'OF THE SANDERS HOUSE.  IT IS A STANDARD DISK, STAMPED COLE
 BW2292'NO 3 1946, PROJECTING 6 INCHES.
 BW2292'
 BW2292'THE AZIMUTH MARK IS 0.5 MILE E. OF THE STATION, 31 FEET
 BW2292'N. OF THE CENTER OF THE ROAD, 5 FEET N. OF A CUT BANK, 8
 BW2292'FEET W. OF A FENCE CORNER AND 12.FEET W. OF POWER POLE NO.
 BW2292'78.  IT IS A STANDARD DISK, STAMPED COLE 1946, PROJECTING
 BW2292'6 INCHES.
 BW2292'
 BW2292'TO REACH THE STATION FROM THE RAILROAD STATION IN BROOKHAVEN,
 BW2292'GO EAST ON U.S. HIGHWAY 84 FOR 1 BLOCK TO THE INTERSECTION
 BW2292'OF MONTICELLO AND N. DAVIS FORE STREETS, TURN RIGHT ON N.
 BW2292'DAVIS FORE STREET AND GO S. FOR 1.7 MILES TO A FORK, TAKE
 BW2292'LEFT FORK AND GO 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT
 BW2292'ON BLACK-TOPPED ROAD AND GO EAST AND SOUTH FOR 6.95 MILES
 BW2292'TO A FORK AND A SCHOOL ON THE LEFT IN ENTERPRIZE, KEEP STRAIGHT
 BW2292'AHEAD ON RIGHT FORK AND GO 2.3 MILES TO A T-INTERSECTION,
 BW2292'TURN LEFT AND GO 0.4 MILE TO A FORKS AND THE L.R. SANDERS
 BW2292'STORE (DOGWOOD STORE) IN THE FORKS, TURN LEFT FOR 0.1 MILE
 BW2292'AND THE STATION ON THE RIGHT, CONTINUE EAST FOR 0.5 MILE
 BW2292'TO THE AZIMUTH MARK ON THE LEFT.
 BW2292
 BW2292                          STATION RECOVERY (1959)
 BW2292
 BW2292'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1959 (LEF)
 BW2292'STATION RECOVERED IN GOOD CONDITION.
 BW2292'
 BW2292'THE LINE OF SIGHT AT GROUND LEVEL FROM THE STATION TO THE
 BW2292'AZIMUTH MARK WAS OBVIOUSLY BLOCKED BY GROWTH OF PINE TREES
 BW2292'AND BRUSH.  NO SEARCH MADE FOR AZIMUTH MARK.
 BW2292'
 BW2292'REFERENCE MARK SOUTH-EAST OF STATION COLE IN GOOD CONDITION,
 BW2292'NUMBER OF REFERENCE MARK NOT NOTED.
 BW2292
 BW2292                          STATION RECOVERY (1968)
 BW2292
 BW2292'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2292'THE STATION WAS VISITED 1-4-68 AND THE STATION MARK, REFERENCE
 BW2292'MARK, NO. 2, NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2292'CONDITION.
 BW2292'
 BW2292'THE STATION IS LOCATED 4.5 MILES EAST OF BOGUE CHITTO AND
 BW2292'10 MILES SOUTH OF BROOKHAVEN, IN THE NORTHEAST, 1/4 OF SECTION
 BW2292'2, T 5N, R 8E AND ON PROPERTY OWNED BY MRS. BONNIE COLE.
 BW2292'IT IS 63 FEET SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 583,
 BW2292'33.5 FEET SOUTHEAST OF A 12 INCH OAK, 51 FEET SOUTHWEST
 BW2292'OF A POWER LINE POLE, 44 FEET SOUTH OF THE CENTER OF A GRAVELED
 BW2292'ROAD, 212 FEET EAST OF THE SOUTHWEST CORNER OF THE DOGWOOD
 BW2292'GROCERY, 2 FEET NORTH OF THE EXTENDED EAST WALL OF THE GROCERY
 BW2292'STORE, 59 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD,
 BW2292'60 FEET NORTHEAST OF A POWER LINE POLE, 121 FEET NORTHWEST
 BW2292'OF THE NORTHWEST CORNER OF A GREEN HOUSE AND 1 FOOT WEST OF
 BW2292'A METAL WITNESS POST.
 BW2292'
 BW2292'IT IS A STANDARD TRIANGULATION DISK, STAMPED COLE 1946 FLUSH
 BW2292'WITH THE GROUND.
 BW2292'
 BW2292'REFERENCE MARK NO. 2 IS 111.10 FEET WEST NORTHWEST OF THE
 BW2292'STATION.  IT IS 31 FEET SOUTH SOUTHWEST OF THE CENTER OF
 BW2292'THE BLACKTOP ROAD, 13 FEET NORTH OF THE CENTER OF A GRAVELED
 BW2292'ROAD, 108 FEET EAST OF THE SOUTHEAST CORNER OF THE DOGWOOD
 BW2292'GROCERY, 116 FEET NORTHWEST OF POWER LINE POLE NO. 70, 5
 BW2292'FEET WEST OF THE EXTENDED TANGENT OF A PRIVATE ROAD, AND
 BW2292'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 BW2292'STAMPED COLE NO 2 1946 PROJECTING 6 INCHES.
 BW2292'
 BW2292'REFERENCE MARK NO. 3 IS 74.99 FEET SOUTHWEST OF THE STATION.
 BW2292'IT IS 9 FEET EAST OF THE CENTER OF A PRIVATE ROAD, 29 FEET
 BW2292'SOUTHEAST OF A POWER LINE POLE, 27.5 FEET NORTH NORTHEAST
 BW2292'OF A FENCE CORNER AND 82 FEET WEST NORTHWEST OF THE NORTHWEST
 BW2292'CORNER OF A GREEN HOUSE.  IT IS A STANDARD REFERENCE MARK
 BW2292'DISK STAMPED COLE NO 3 1946 PROJECTING 2 INCHES.
 BW2292'
 BW2292'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 145.5 FEET.
 BW2292'
 BW2292'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION.  IT IS
 BW2292'29 FEET NORTHEAST OF THE CENTER OF HIGHWAY 583, 33 FEET
 BW2292'WEST OF POWER LINE POLE NO. 78, 3 FEET SOUTHWEST OF A FENCE
 BW2292'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE STATION
 BW2292'IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH
 BW2292'MARK DISK, STAMPED COLE 1946 PROJECTING 6 INCHES.
 BW2292'
 BW2292'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKHAVEN
 BW2292'GO EAST ON CHEROKEE STREET FOR 0.2 MILE TO THE INTERSECTION
 BW2292'OF FIRST STREET.  TURN RIGHT (SOUTH) AND CONTINUE ON FIRST
 BW2292'STREET FOR 1.65 MILES TO A FORKS.  TAKE THE LEFT FORK AND
 BW2292'CONTINUE SOUTH ON MISSISSIPPI HIGHWAY 583 FOR 0.55 MILE TO
 BW2292'A SIDE ROAD LEFT.  TURN LEFT (NORTHEAST) AND CONTINUE ON
 BW2292'MISSISSIPPI HIGHWAY 583 FOR 7.3 MILES TO THE ENTERPRIZE
 BW2292'SCHOOL ON THE LEFT.  CONTINUE SOUTHEAST ON MISSISSIPPI HIGHWAY
 BW2292'583 FOR 2.7 MILES TO A FORKS JUST BEFORE REACHING THE DOGWOOD
 BW2292'STORE.  TAKE THE LEFT FORK AND CONTINUE SOUTHEAST ON
 BW2292'MISSISSIPPI HIGHWAY 583 FOR 0.1 MILE TO A PRIVATE SIDE ROAD AND
 BW2292'THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 BW2292'AZIMUTH CONTINUE SOUTHEAST ON MISSISSIPPI HIGHWAY 583
 BW2292'FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BW2292'
 BW2292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BW2292'EAST OF BOGUE CHITTO
 BW2292
 BW2292                          STATION RECOVERY (1970)
 BW2292
 BW2292'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2292'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY MSHD
 BW2292'IN 1968
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0908 ***********************************************************************
 BW0908  DESIGNATION -  COLES
 BW0908  PID         -  BW0908
 BW0908  STATE/COUNTY-  MS/ADAMS
 BW0908  USGS QUAD   -  CRANFIELD (1988)
 BW0908
 BW0908                         *CURRENT SURVEY CONTROL
 BW0908  ___________________________________________________________________
 BW0908* NAD 83(1993)-  31 33 09.98849(N)    091 10 21.38931(W)     ADJUSTED  
 BW0908* NAVD 88     -       119.595  (meters)     392.37   (feet)  ADJUSTED  
 BW0908  ___________________________________________________________________
 BW0908  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BW0908  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0908  DYNAMIC HT  -         119.450 (meters)     391.90  (feet)  COMP
 BW0908  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 BW0908
 BW0908  HORZ ORDER  -  THIRD
 BW0908  VERT ORDER  -  SECOND    CLASS 0
 BW0908
 BW0908.The horizontal coordinates were established by classical geodetic methods
 BW0908.and adjusted by the National Geodetic Survey in May 1994.
 BW0908
 BW0908.The orthometric height was determined by differential leveling
 BW0908.and adjusted in February 1994.
 BW0908
 BW0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0908
 BW0908.The geoid height was determined by GEOID03.
 BW0908
 BW0908.The dynamic height is computed by dividing the NAVD 88
 BW0908.geopotential number by the normal gravity value computed on the
 BW0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0908.degrees latitude (g = 980.6199 gals.).
 BW0908
 BW0908.The modeled gravity was interpolated from observed gravity values.
 BW0908
 BW0908;                    North         East     Units Scale Factor Converg.
 BW0908;SPC MS W     -   227,867.538   620,314.449   MT  1.00002829   -0 26 21.1
 BW0908;SPC MS W     -   747,595.41  2,035,148.32   sFT  1.00002829   -0 26 21.1
 BW0908;UTM  15      - 3,492,313.610   673,452.883   MT  0.99997108   +0 57 23.3
 BW0908
 BW0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0908!SPC MS W     -   0.99998534  x   1.00002829  =   1.00001363
 BW0908!UTM  15      -   0.99998534  x   0.99997108  =   0.99995642
 BW0908
 BW0908:                Primary Azimuth Mark                     Grid Az
 BW0908:SPC MS W     -  DALE                                     074 05 32.6
 BW0908:UTM  15      -  DALE                                     072 41 48.2
 BW0908
 BW0908|---------------------------------------------------------------------|
 BW0908| PID    Reference Object                     Distance      Geod. Az  |
 BW0908|                                                           dddmmss.s |
 BW0908| BW2401 DALE                                APPROX. 4.6 KM 0733911.5 |
 BW0908| BW0909 COLES RM 1                           28.550 METERS 11758     |
 BW0908| BW2440 LEESDALE LOOKOUT TOWER              APPROX. 8.5 KM 1765007.1 |
 BW0908| BW0910 COLES RM 2                           25.745 METERS 24118     |
 BW0908| CY4108 COLES AZ MK                                        2590527.8 |
 BW0908|---------------------------------------------------------------------|
 BW0908
 BW0908                          SUPERSEDED SURVEY CONTROL
 BW0908
 BW0908  NAD 83(1986)-  31 33 10.00339(N)    091 10 21.38471(W) AD(       ) 3
 BW0908  NAD 27      -  31 33 09.40100(N)    091 10 21.00100(W) AD(       ) 3
 BW0908  NAVD 88 (06/15/91)  119.620  (m)          392.45   (f) UNKNOWN     2 0
 BW0908  NGVD 29 (??/??/??)  119.602  (m)          392.39   (f) ADJUSTED    2 0
 BW0908
 BW0908.Superseded values are not recommended for survey control.
 BW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0908.See file dsdata.txt to determine how the superseded data were derived.
 BW0908
 BW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7345392314(NAD 83)
 BW0908_MARKER: DS = TRIANGULATION STATION DISK
 BW0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0908_STAMPING: COLES 1949
 BW0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0908+STABILITY: SURFACE MOTION
 BW0908
 BW0908  HISTORY     - Date     Condition        Report By
 BW0908  HISTORY     - 1949     MONUMENTED       CGS
 BW0908  HISTORY     - 1956     GOOD             CGS
 BW0908  HISTORY     - 1969     GOOD             MSHD
 BW0908  HISTORY     - 1969     GOOD             MSHD
 BW0908  HISTORY     - 20000222 GOOD             LOCSUR
 BW0908
 BW0908                          STATION DESCRIPTION
 BW0908
 BW0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW0908'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 BW0908'NO. 84, ABOUT 13 MILES EAST OF NATCHEZ, AND ABOUT 8 MILES
 BW0908'NORTHWEST OF ROXIE ON THE HIGHWAY RIGHT OF WAY, 166 FEET
 BW0908'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY NO. 84 AND A
 BW0908'GRAVELED ROAD SOUTH, 60 FEET NORTH OF THE NORTH RAIL OF A
 BW0908'RAILROAD SIDING, 48 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF
 BW0908'THE HIGHWAY, AND 13 FEET SOUTH OF THE SOUTH BANK OF THE
 BW0908'HIGHWAY CUT.
 BW0908'
 BW0908'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROXIE GO WEST
 BW0908'ON U.S. HIGHWAY 84 FOR 8.0 MILES TO THE STATION ON THE LEFT AS
 BW0908'DESCRIBED, CONTINUE 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 BW0908'AS DESCRIBED.
 BW0908'
 BW0908'THE STATION MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND,
 BW0908'AND THE DISK IS STAMPED COLES 1949.
 BW0908'
 BW0908'REFERENCE MARK NO. 1 IS 97 FEET SOUTHWEST OF THE INTERSECTION
 BW0908'OF THE HIGHWAY AND THE GRAVELED ROAD AND 18 FEET NORTH OF THE
 BW0908'NORTH RAIL OF THE RAILROAD SIDING.  THE MARK IS FLUSH WITH THE
 BW0908'SURFACE OF THE GROUND, AND THE DISK IS STAMPED COLES NO 1 1949.
 BW0908'
 BW0908'REFERENCE MARK NO. 2 IS 95 FEET SOUTH OF THE APPROXIMATE
 BW0908'CENTER LINE OF THE HIGHWAY.  THE MARK IS SET FLUSH WITH THE
 BW0908'SURFACE OF THE GROUND, AND THE DISK IS STAMPED COLES NO 2 1949.
 BW0908'
 BW0908'THE AZIMUTH MARK IS ON THE TOP OF A HIGH RIDGE FORMED BY THE
 BW0908'HIGHWAY AND RAILROAD CUTS, 50 FEET SOUTH OF THE APPROXIMATE
 BW0908'CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE NORTH RAIL OF
 BW0908'THE RAILROAD AND 4 FEET EAST OF A WITNESS POST.  THE MARK
 BW0908'PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED COLES 1949.
 BW0908'
 BW0908'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW0908'CONCRETE POSTS.
 BW0908'
 BW0908'A 90 FOOT TOWER AT COLES WILL SEE A 77 FOOT TOWER AT DALE 1947
 BW0908'AND A 113 FOOT TOWER AT LEESDALE.
 BW0908'
 BW0908'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW0908
 BW0908                          STATION RECOVERY (1956)
 BW0908
 BW0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW0908'THE STATION WAS VISITED 6-14-56 AND ALL MARKS WERE FOUND IN GOOD
 BW0908'CONDITION.  THE CARDINAL DIRECTIONS GIVEN FOR THE REFERENCE
 BW0908'MARK AND THE AZIMUTH MARKS WERE FOUND TO BE IN ERROR IN THE
 BW0908'1949 DESCRIPTION BY M.J.T.  A NEW DESCRIPTION FOLLOWS--
 BW0908'
 BW0908'THE STATION IS LOCATED 13 MILES EAST OF NATCHEZ AND 8 MILES, BY
 BW0908'ROAD, NORTHWEST OF ROXIE, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 BW0908'84 AND ACROSS THE HIGHWAY FROM THE CYCLING PLANT OF THE CALIFORNIA
 BW0908'OIL COMPANY.  (CRANFIELD UNIT).  IT IS 46 FEET SOUTH OF THE CENTER
 BW0908'LINE OF U.S. HIGHWAY 84, 166 FEET WEST OF THE INTERSECTION OF
 BW0908'U.S. HIGHWAY 84 AND A GRAVELED ROAD LEADING SOUTH, 34 FEET
 BW0908'NORTH OF A TELEGRAPH POLE, 56 FEET WEST OF THE PROJECTED
 BW0908'TANGENT OF THE WEST SIDE OF THE OFFICE OF THE CYCLING PLANT, 60
 BW0908'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK AND 25 FEET
 BW0908'OF A RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK, STAMPED
 BW0908'COLES 1949, FLUSH WITH THE GROUND.
 BW0908'
 BW0908'REFERENCE MARK NO. 1 IS 93.67 FEET SOUTHEAST OF THE STATION,
 BW0908'79 FEET EAST OF A TELEGRAPH POLE, 91 FEET SOUTH OF THE CENTER
 BW0908'LINE OF THE HIGHWAY, 17 FEET NORTH OF THE NORTH RAIL OF THE
 BW0908'TRACK AND 110 FEET WEST OF THE CENTER OF THE ROAD CROSSING.
 BW0908'IT IS A STANDARD DISK, STAMPED COLES NO 1 1949, FLUSH WITH
 BW0908'THE GROUND.
 BW0908'
 BW0908'REFERENCE MARK NO. 2 IS 84.47 FEET SOUTHWEST OF THE STATION, 21
 BW0908'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 78 FEET WEST OF A
 BW0908'TELEGRAPH POLE AND 92 FEET SOUTH OF THE CENTER LINE OF THE
 BW0908'HIGHWAY.  IT IS A STANDARD DISK, STAMPED COLES NO 2 1949,
 BW0908'FLUSH WITH THE GROUND.
 BW0908'
 BW0908'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, ON A STRIP OF
 BW0908'GROUND BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS, 35 FEET NORTH
 BW0908'OF THE NORTH RAIL OF THE TRACKS, 50 FEET SOUTH OF THE CENTER LINE
 BW0908'OF THE HIGHWAY, 66 FEET EAST OF THE SIXTH POLE WEST OF THE
 BW0908'STATION AND 84 FEET WEST OF THE FIFTH TELEGRAPH POLE WEST OF
 BW0908'THE STATION.  IT IS A STANDARD DISK, STAMPED COLES 1949,
 BW0908'PROJECTING 8 INCHES.
 BW0908'
 BW0908'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION
 BW0908'IN ROXIE, GO WEST ON U.S. HIGHWAY 84 FOR 7.55 MILES TO THE CYCLING
 BW0908'PLANT ON THE RIGHT AND THE STATION ON THE LEFT.
 BW0908'
 BW0908'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 BW0908'HIGHWAY 84 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BW0908'
 BW0908'OFFICE NOTE--AN ERROR WAS MADE IN COMPILING THE LIST OF
 BW0908'DIRECTIONS FOR THE STATION AND THAT THE MARKS WERE OBSERVED FROM
 BW0908'STATION LEESDALE 1949 AS THE INITIAL.
 BW0908
 BW0908                          STATION RECOVERY (1969)
 BW0908
 BW0908'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW0908'THE STATION WAS VISITED 1-15-69 AND THE STATION MARK, REFERENCE
 BW0908'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW0908'WAS FOUND TO BE DESTROYED AND THE DISK WAS RECLAIMED.
 BW0908'
 BW0908'THE STATION IS LOCATED 7.1 MILES NORTHWEST OF THE APPROXIMATE
 BW0908'CENTER OF ROXIE IN THE SOUTHWEST ANGLE OF A T-INTERSECTION
 BW0908'DIRECTLY SOUTH OF THE WEST SIDE OF THE CHEVRON OIL CO., 7.7
 BW0908'MILES SOUTHEAST OF WASHINGTON NEAR THE NORTH RIGHT-OF-WAY OF
 BW0908'THE MISSISSIPPI CENTRAL RAILROAD TRACK.  IT IS 47 FEET SOUTH OF
 BW0908'THE CENTER OF U.S. HIGHWAYS 84 AND 98, 54 FEET NORTH OF THE
 BW0908'NORTH RAIL, 109 FEET SOUTHWEST OF A POWER LINE POLE WITH TWO
 BW0908'TRANSFORMERS AND A GUY WIRE, 165 FEET WEST OF THE CENTER
 BW0908'OF A GRAVELED ROAD, 126 FEET SOUTHWEST OF A CHEVRON OIL CO.,
 BW0908'SIGN AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BW0908'
 BW0908'IT IS A STANDARD TRIANGULATION DISK, STAMPED COLES 1949
 BW0908'FLUSH WITH THE GROUND.
 BW0908'
 BW0908'REFERENCE MARK NO. 1 IS 93.63 FEET SOUTHEAST OF THE STATION.
 BW0908'IT IS 81 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 84 AND 98,
 BW0908'132 FEET SOUTH OF A CHEVRON OIL CO. SIGN, 144 FEET SOUTHEAST OF A
 BW0908'POWER LINE POLE WITH TWO TRANSFORMERS, 10 FEET NORTH OF THE
 BW0908'NORTH RAIL, 95 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 65
 BW0908'FEET WEST OF A RAILROAD STOP SIGN AND 1 FOOT SOUTH OF A METAL
 BW0908'WITNESS POST.  IT IS A STANDARD DISK, STAMPED COLES NO 1 1945
 BW0908'FLUSH WITH THE GROUND.
 BW0908'
 BW0908'REFERENCE MARK NO. 2 IS 84.47 FEET SOUTHWEST OF THE STATION.
 BW0908'IT IS 92 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 84 AND 98,
 BW0908'16 FEET NORTH OF THE NORTH RAIL, 252 FEET WEST OF THE CENTER
 BW0908'OF A GRAVELED ROAD, 1.5 FEET NORTH OF THE EDGE OF A 4 FOOT
 BW0908'BANK AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BW0908'STANDARD REFERENCE MARK DISK, STAMPED COLES NO 2 1949 PROJECTING
 BW0908'1 INCH.
 BW0908'
 BW0908'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 156.81
 BW0908'FEET.
 BW0908'
 BW0908'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ROXIE GO
 BW0908'NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF
 BW0908'THIRD STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD STREET
 BW0908'FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAYS 98 AND 84.
 BW0908'TURN LEFT (NORTHWEST) AND CONTINUE ON U.S. HIGHWAYS 98 AND 84
 BW0908'FOR 1.1 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 33.
 BW0908'CONTINUE NORTHWEST ON U.S. HIGHWAYS 98 AND 84 FOR 6.2 MILES
 BW0908'TO A SIDE ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 BW0908'
 BW0908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.1 MILES
 BW0908'NORTHWEST OF ROXIE
 BW0908
 BW0908                          STATION RECOVERY (1969)
 BW0908
 BW0908'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0908'7.1 MI NW FROM ROXIE.
 BW0908'THE MARK IS LOCATED 7.1 MILES NORTHWEST OF ROXIE IN THE SOUTHWEST
 BW0908'ANGLE OF A T INTERSECTION AND ACROSS THE HIGHWAY FROM THE CHEVRON OIL
 BW0908'COMPANY, 7.7 MILES SOUTHEAST OF WASHINGTON NEAR THE NORTH RIGHT-OF-WAY
 BW0908'OF THE MISSSISSIPPI CENTRAL RAILROAD TRACK.  IT IS 47 FEET SOUTH OF
 BW0908'THE CENTER OF U.S. HIGHWAYS 84 AND 98, 54 FEET NORTH OF THE NORTH
 BW0908'RAIL, 109 FEET SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER AND
 BW0908'GUY WIRES, 165 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 126 FEET
 BW0908'SOUTHWEST OF A CHEVRON OIL CO. SIGN, 1 FOOT SOUTH OF A METAL WITNESS
 BW0908'POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST, ABOUT 5 FEET
 BW0908'ABOVE THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND. NOTE-- TO
 BW0908'REACH FROM THE U.S. POST OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD
 BW0908'FOR 0.05 MILE TO THE INTERSECTION OF THIRD STREET. TURN RIGHT (EAST)
 BW0908'AND CONTINUE ON THIRD STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 BW0908'HIGHWAYS 98 AND 84.  TURN LEFT (NORTHWEST) AND CONTINUE ON U.S.
 BW0908'HIGHWAYS 84 AND 98 FOR 1.1 MILES TO THE INTERSECTION OF MISSISSIPPI
 BW0908'HIGHWAY 33.  CONTINUE NORTHWEST ON U.S. HIGHWAY 84 AND 98 FOR 6.2
 BW0908'MILES TO A SIDE ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0908
 BW0908                          STATION RECOVERY (2000)
 BW0908
 BW0908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BW0908'RM 1 AND RM 2 COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0909 ***********************************************************************
 BW0909  DESIGNATION -  COLES RM 1
 BW0909  PID         -  BW0909
 BW0909  STATE/COUNTY-  MS/ADAMS
 BW0909  USGS QUAD   -  CRANFIELD (1988)
 BW0909
 BW0909                         *CURRENT SURVEY CONTROL
 BW0909  ___________________________________________________________________
 BW0909* NAD 83(1986)-  31 33 10.     (N)    091 10 21.     (W)     SCALED    
 BW0909* NAVD 88     -       118.355  (meters)     388.30   (feet)  ADJUSTED  
 BW0909  ___________________________________________________________________
 BW0909  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0909  DYNAMIC HT  -         118.211 (meters)     387.83  (feet)  COMP
 BW0909  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 BW0909
 BW0909  VERT ORDER  -  SECOND    CLASS 0
 BW0909
 BW0909.The horizontal coordinates were scaled from a topographic map and have
 BW0909.an estimated accuracy of +/- 6 seconds.
 BW0909
 BW0909.The orthometric height was determined by differential leveling
 BW0909.and adjusted in February 1994.
 BW0909
 BW0909.The geoid height was determined by GEOID03.
 BW0909
 BW0909.The dynamic height is computed by dividing the NAVD 88
 BW0909.geopotential number by the normal gravity value computed on the
 BW0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0909.degrees latitude (g = 980.6199 gals.).
 BW0909
 BW0909.The modeled gravity was interpolated from observed gravity values.
 BW0909
 BW0909;                    North         East    Units  Estimated Accuracy
 BW0909;SPC MS W     -   227,870.      620,330.      MT  (+/- 180 meters Scaled)
 BW0909
 BW0909                          SUPERSEDED SURVEY CONTROL
 BW0909
 BW0909  NAVD 88 (06/15/91)  118.380  (m)          388.38   (f) UNKNOWN     2 0
 BW0909  NGVD 29 (??/??/??)  118.362  (m)          388.33   (f) ADJUSTED    2 0
 BW0909
 BW0909.Superseded values are not recommended for survey control.
 BW0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0909.See file dsdata.txt to determine how the superseded data were derived.
 BW0909
 BW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ734923(NAD 83)
 BW0909_MARKER: DR = REFERENCE MARK DISK
 BW0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0909_STAMPING: COLES NO 1 1949
 BW0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0909+STABILITY: SURFACE MOTION
 BW0909
 BW0909  HISTORY     - Date     Condition        Report By
 BW0909  HISTORY     - 1949     MONUMENTED       CGS
 BW0909  HISTORY     - 1969     GOOD             MSHD
 BW0909  HISTORY     - 19870304 MARK NOT FOUND   USPSQD
 BW0909
 BW0909                          STATION DESCRIPTION
 BW0909
 BW0909'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0909'7.1 MI NW FROM ROXIE.
 BW0909'THE MARK IS LOCATED 7.1 MILES NORTHWEST OF ROXIE IN THE SOUTHWEST
 BW0909'ANGLE OF A T INTERSECTION AND ACROSS THE HIGHWAY FROM THE CHEVRON OIL
 BW0909'COMPANY, 7.7 MILES SOUTHEAST OF WASHINGTON NEAR THE NORTH RIGHT-OF-WAY
 BW0909'OF THE MISSISSIPPI CENTRAL RAILROAD TRACK.  IT IS 93.63 FEET SOUTHEAST
 BW0909'OF THE STATION, 81 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 98 AND
 BW0909'84, 10 FEET NORTH OF THE NORTH RAIL, 132 FEET SOUTH OF A CHEVRON OIL
 BW0909'COMPANY SIGN, 144 FEET SOUTHEAST OF A POWER LINE POLE WITH TWO
 BW0909'TRANSFORMERS, 95 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 65 FEET
 BW0909'WEST OF A RAILROAD STOP SIGN, 1 FOOT SOUTH OF A METAL WITNESS POST,
 BW0909'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BW0909'RAILROAD TRACK AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH
 BW0909'WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN ROXIE
 BW0909'GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF THIRD
 BW0909'STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD STREET FOR 0.1 MILE
 BW0909'TO THE INTERSECTION OF U.S. HIGHWAY 84 AND 98. TURN LEFT (NORTHWEST)
 BW0909'AND CONTINUE ON U.S. HIGHWAY 84 AND 98 FOR 1.1 MILES TO THE
 BW0909'INTERSECTION OF MISSISSIPPI HIGHWAY 33.  CONTINUE NORTHWEST ON U.S.
 BW0909'HIGHWAYS 84 AND 98 FOR 6.2 MILES TO A SIDE ROAD AND THE MARK ON THE
 BW0909'LEFT AS DESCRIBED.
 BW0909
 BW0909                          STATION RECOVERY (1987)
 BW0909
 BW0909'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDS)
 BW0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0910 ***********************************************************************
 BW0910  DESIGNATION -  COLES RM 2
 BW0910  PID         -  BW0910
 BW0910  STATE/COUNTY-  MS/ADAMS
 BW0910  USGS QUAD   -  CRANFIELD (1988)
 BW0910
 BW0910                         *CURRENT SURVEY CONTROL
 BW0910  ___________________________________________________________________
 BW0910* NAD 83(1986)-  31 33 10.     (N)    091 10 21.     (W)     SCALED    
 BW0910* NAVD 88     -       119.278  (meters)     391.33   (feet)  ADJUSTED  
 BW0910  ___________________________________________________________________
 BW0910  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0910  DYNAMIC HT  -         119.133 (meters)     390.86  (feet)  COMP
 BW0910  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 BW0910
 BW0910  VERT ORDER  -  SECOND    CLASS 0
 BW0910
 BW0910.The horizontal coordinates were scaled from a topographic map and have
 BW0910.an estimated accuracy of +/- 6 seconds.
 BW0910
 BW0910.The orthometric height was determined by differential leveling
 BW0910.and adjusted in February 1994.
 BW0910
 BW0910.The geoid height was determined by GEOID03.
 BW0910
 BW0910.The dynamic height is computed by dividing the NAVD 88
 BW0910.geopotential number by the normal gravity value computed on the
 BW0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0910.degrees latitude (g = 980.6199 gals.).
 BW0910
 BW0910.The modeled gravity was interpolated from observed gravity values.
 BW0910
 BW0910;                    North         East    Units  Estimated Accuracy
 BW0910;SPC MS W     -   227,870.      620,330.      MT  (+/- 180 meters Scaled)
 BW0910
 BW0910                          SUPERSEDED SURVEY CONTROL
 BW0910
 BW0910  NAVD 88 (06/15/91)  119.303  (m)          391.41   (f) UNKNOWN     2 0
 BW0910  NGVD 29 (??/??/??)  119.284  (m)          391.35   (f) ADJUSTED    2 0
 BW0910
 BW0910.Superseded values are not recommended for survey control.
 BW0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0910.See file dsdata.txt to determine how the superseded data were derived.
 BW0910
 BW0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ734923(NAD 83)
 BW0910_MARKER: DR = REFERENCE MARK DISK
 BW0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0910_STAMPING: COLES NO 2 1949
 BW0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0910+STABILITY: SURFACE MOTION
 BW0910
 BW0910  HISTORY     - Date     Condition        Report By
 BW0910  HISTORY     - 1949     MONUMENTED       CGS
 BW0910  HISTORY     - 1969     GOOD             MSHD
 BW0910
 BW0910                          STATION DESCRIPTION
 BW0910
 BW0910'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0910'7.1 MI NW FROM ROXIE.
 BW0910'THE MARK IS LOCATED 7.1 MILES NORTHWEST OF ROXIE IN THE SOUTHWEST
 BW0910'ANGLE OF A T INTERSECTION AND ACROSS THE HIGHWAY FROM THE CHEVRON OIL
 BW0910'COMPANY, 7.7 MILES SOUTHEAST OF WASHINGTON NEAR THE NORTH RIGHT-OF-WAY
 BW0910'OF THE MISSISSIPPI CENTRAL RAILROAD TRACK.  IT IS 84.47 FEET SOUTHWEST
 BW0910'OF THE STATION, 92 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 98 AND
 BW0910'84, 16 FEET NORTH OF THE NORTH RAIL, 252 FEET WEST OF THE CENTER OF A
 BW0910'GRAVELED ROAD, 1.5 FEET NORTH OF THE EDGE OF A 4 FOOT BANK, 1 FOOT
 BW0910'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE
 BW0910'CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND ABOUT
 BW0910'LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE
 BW0910'U.S. POST OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO
 BW0910'THE INTERSECTION OF THIRD STREET.  TURN RIGHT (EAST) AND CONTINUE ON
 BW0910'THIRD STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAYS 84 AND
 BW0910'98.  TURN LEFT (NORTHWEST) AND CONTINUE ON U.S. HIGHAYS 84 AND 98 FOR
 BW0910'1.1 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 33. CONTINUE
 BW0910'NORTHWEST ON U.S. HIGHWAYS 84 AND 98 FOR 6.2 MILES TO A SIDE ROAD AND
 BW0910'THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2656 ***********************************************************************
 CP2656  DESIGNATION -  COLLINS
 CP2656  PID         -  CP2656
 CP2656  STATE/COUNTY-  MS/HINDS
 CP2656  USGS QUAD   -  TERRY NW (1980)
 CP2656
 CP2656                         *CURRENT SURVEY CONTROL
 CP2656  ___________________________________________________________________
 CP2656* NAD 83(1993)-  32 10 23.62604(N)    090 28 12.59761(W)     ADJUSTED  
 CP2656* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CP2656  ___________________________________________________________________
 CP2656  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CP2656  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2656  HORZ ORDER  -  SECOND
 CP2656
 CP2656.The horizontal coordinates were established by classical geodetic methods
 CP2656.and adjusted by the National Geodetic Survey in May 1994.
 CP2656
 CP2656.The orthometric height was scaled from a topographic map.
 CP2656
 CP2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2656
 CP2656.The geoid height was determined by GEOID03.
 CP2656
 CP2656;                    North         East     Units Scale Factor Converg.
 CP2656;SPC MS W     -   296,365.669   687,095.260   MT  0.99995205   -0 04 22.3
 CP2656;SPC MS W     -   972,326.37  2,254,245.03   sFT  0.99995205   -0 04 22.3
 CP2656;UTM  15      - 3,562,442.423   738,539.791   MT  1.00030177   +1 20 51.8
 CP2656
 CP2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2656!SPC MS W     -   0.99998688  x   0.99995205  =   0.99993893
 CP2656!UTM  15      -   0.99998688  x   1.00030177  =   1.00028865
 CP2656
 CP2656|---------------------------------------------------------------------|
 CP2656| PID    Reference Object                     Distance      Geod. Az  |
 CP2656|                                                           dddmmss.s |
 CP2656| CY4115 COLLINS RM 2                         47.470 METERS 05920     |
 CP2656| CY4114 COLLINS RM 1                         56.850 METERS 14855     |
 CP2656| CY4113 COLLINS AZ MK                                      1791034.2 |
 CP2656| CY4116 COLLINS RM 3                         39.618 METERS 18700     |
 CP2656|---------------------------------------------------------------------|
 CP2656
 CP2656                          SUPERSEDED SURVEY CONTROL
 CP2656
 CP2656  NAD 83(1986)-  32 10 23.64011(N)    090 28 12.59373(W) AD(       ) 2
 CP2656  NAD 27      -  32 10 23.10000(N)    090 28 12.24900(W) AD(       ) 2
 CP2656
 CP2656.Superseded values are not recommended for survey control.
 CP2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2656.See file dsdata.txt to determine how the superseded data were derived.
 CP2656
 CP2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3854062442(NAD 83)
 CP2656_MARKER: DS = TRIANGULATION STATION DISK
 CP2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2656_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2656
 CP2656  HISTORY     - Date     Condition        Report By
 CP2656  HISTORY     - 1948     MONUMENTED       CGS
 CP2656  HISTORY     - 1957     GOOD             CGS
 CP2656  HISTORY     - 1961     GOOD             MSHD
 CP2656  HISTORY     - 1977     GOOD             NGS
 CP2656
 CP2656                          STATION DESCRIPTION
 CP2656
 CP2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2656'THE STATION IS LOCATED ON PROPERTY OF MR. T.E. COLLINS,
 CP2656'ABOUT 11.75 MILES NORTHWEST OF TERRY, 6.5 MILES SOUTH-SOUTHWEST
 CP2656'OF RAYMOND, 165 FEET SOUTHWEST OF MR. T.E. COLLINS HOUSE,
 CP2656'AND 57 FEET EAST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.
 CP2656'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED COLLINS
 CP2656'1948.
 CP2656'
 CP2656'REFERENCE MARK NO. 1 IS 186.5 FEET SOUTHEAST OF STATION
 CP2656'AND 1 FOOT NORTHWEST OF A WIRE FENCE.  THE MARK PROJECTS
 CP2656'8 INCHES, AND THE DISK IS STAMPED COLLINS NO 1 1948.
 CP2656'
 CP2656'REFERENCE MARK NO. 2 IS 155.8 FEET NORTHEAST OF STATION
 CP2656'AND 8 FEET SOUTH OF A GARAGE.  THE MARK PROJECTS 2 INCHES,
 CP2656'AND THE DISK IS STAMPED COLLINS NO 2 1948.
 CP2656'
 CP2656'THE AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION IN NORTHWEST
 CP2656'CORNER OF A WOODS, 26 FEET EAST OF A TRACK ROAD, AND 2 FEET
 CP2656'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 7 INCHES,
 CP2656'AND THE DISK IS STAMPED COLLINS 1948.
 CP2656'
 CP2656'TO REACH THE STATION FROM THE WATER TOWER IN RAYMOND, GO
 CP2656'SOUTHWEST ON STATE HIGHWAY 18 FOR 7.4 MILES TO A SIDE ROAD
 CP2656'LEFT, TURN LEFT AND FOLLOW MAIN GRAVELED ROAD EAST FOR 2.1
 CP2656'MILES TO A LARGE WHITE HOUSE AND STATION ON LEFT.
 CP2656'
 CP2656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CP2656'THE GRAVELED ROAD FOR 0.3 MILE TO A TRACK ROAD ON THE RIGHT,
 CP2656'TURN RIGHT THROUGH A GATE AND FOLLOW TRACK ROAD FOR 0.25
 CP2656'MILE TO A GATE, GO THROUGH THE GATE AND CONTINUE STRAIGHT
 CP2656'AHEAD FOR 0.15 MILE TO A WOODS ON LEFT, AND THE AZIMUTH
 CP2656'MARK IS BY A WHITE POST.
 CP2656'
 CP2656'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2656
 CP2656                          STATION RECOVERY (1957)
 CP2656
 CP2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2656'THE STATION WAS VISITED 2-16-57 AND ALL THE MARKS WERE FOUND
 CP2656'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CP2656'
 CP2656'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF TERRY
 CP2656'AND ABOUT 7 MILES SOUTHWEST OF RAYMOND ON THE TOP OF A HILL,
 CP2656'ON THE PROPERTY OWNED BY MR. N.S. COLLINS, 165 FEET SOUTH-SOUTHWEST
 CP2656'OF THE SOUTHWEST CORNER OF THE COLLINS HOUSE, 56 FEET EAST
 CP2656'OF THE CENTER OF THE GRAVELED ROAD, 24 FEET SOUTHEAST OF
 CP2656'THE EAST DRIVEWAY TO THE HOUSE, 63 FEET SOUTHEAST OF AN
 CP2656'18-INCH TREE, WHICH IN IN THE PLOT OF GROUND SURROUNDED
 CP2656'BY THE CIRCULAR DRIVEWAY, 12 FEET NORTHWEST OF A FENCE, 74
 CP2656'FEET NORTH-NORTHEAST OF A FENCE CORNER, 74 FEET EAST OF
 CP2656'THE NORTH END OF A BOARD GATE ACROSS THE GRAVELED ROAD FROM
 CP2656'THE STATION.  IT IS ABOUT ON LINE WITH THE NORTHWEST AND
 CP2656'THE SOUTHEAST CORNER OF THE HOUSE.  IT IS A STANDARD DISK,
 CP2656'STAMPED COLLINS 1948, FLUSH WITH THE GROUND
 CP2656'
 CP2656'REFERENCE MARK NO. 1 IS 186.50 FEET SOUTHEAST OF THE STATION
 CP2656'IN A PASTURE LOT.  IT IS 210 FEET SOUTHEAST OF THE EAST
 CP2656'DRIVEWAY TO THE HOUSE, 174 FEET SOUTHEAST OF A FENCE LINE,
 CP2656'106 FEET NORTHEAST OF A FENCE LINE AND 124 FEET NORTHEAST
 CP2656'OF THE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK,
 CP2656'STAMPED COLLINS NO 1 1948, PROJECTING 6 INCHES AND ABOUT
 CP2656'6 FEET LOWER THAN THE STATION.
 CP2656'
 CP2656'REFERENCE MARK NO. 2 IS 155.8 FEET EAST-NORTHEAST OF THE
 CP2656'STATION, 8 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE,
 CP2656'21 FEET EAST OF A FENCE CORNER, 8 FEET EAST OF THE CENTER
 CP2656'OF THE DRIVEWAY TO THE MACHINE SHED, 67 FEET SOUTH OF THE
 CP2656'SOUTH YARD FENCE AROUND THE HOUSE AND 64 FEET WEST-NORTHWEST
 CP2656'OF THE NORTHEAST CORNER OF THE MACHINE SHED.  IT IS A STANDARD
 CP2656'DISK, STAMPED COLLINS NO 2 1948, FLUSH WITH THE GROUND.
 CP2656'
 CP2656'THE AZIMUTH MARK IS 0.7 MILE SOUTH OF THE STATION AT THE
 CP2656'NORTHEAST CORNER OF A WOOD LOT, 46 FEET NORTH OF A FENCE
 CP2656'CORNER, 37 FEET EAST OF A TRACK ROAD, 38 FEET SOUTH-SOUTHWEST
 CP2656'OF A 20-INCH OAK TREE, 24 FEET SOUTH-SOUTHWEST OF A FORKED
 CP2656'OAK TREE AT THE HEAD OF A DRAW, 3 FEET NORTH OF A WITNESS
 CP2656'POST AND 8 FEET WEST OF THE HEAD OF A DEEP DRAW.  IT IS
 CP2656'A STANDARD DISK, STAMPED COLLINS 1948, PROJECTING 6 INCHES.
 CP2656'
 CP2656'TO REACH THE STATION FROM THE PUBLIC SQUARE AND MUNICIPAL
 CP2656'WATER TANK IN RAYMOND, GO WEST AND SOUTH ON STATE HIGHWAY
 CP2656'18 FOR 7.95 MILES TO A SIDE ROAD LEFT AND A FARMHOUSE IN
 CP2656'THE NORTHEAST ANGLE TURN LEFT AND GO EAST FOR 1.2 MILES
 CP2656'TO A SIDE ROAD LEFT, CONTINUE EAST FOR 1.0 MILE TO A LARGE
 CP2656'WHITE HOUSE ON THE TOP OF THE HILL AND THE STATION ON THE
 CP2656'LEFT.
 CP2656'
 CP2656'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVELED
 CP2656'ROAD FOR 0.3 MILE TO A TRACK ROAD RIGHT IN THE MIDDLE OF
 CP2656'A HILL, TURN RIGHT, PASSING THROUGH A GATE AND GO SOUTH
 CP2656'ON TRACK ROAD FOR 0.2 MILE TO A TENANT HOUSE, PASS TO THE
 CP2656'RIGHT OF THE TENANT HOUSE AND CONTINUE SOUTH FOR 0.2 MILE
 CP2656'TO THE AZIMUTH MARK ON THE LEFT IN THE NORTHWEST CORNER
 CP2656'OF A WOOD LOT.
 CP2656
 CP2656                          STATION RECOVERY (1961)
 CP2656
 CP2656'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2656'THE STATION WAS VISITED 9-19-61.  THE STATION, AZIMUTH MARK,
 CP2656'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2656'ORIGINAL DESCRIPTION IS ADEQUATE.
 CP2656'
 CP2656'A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE AZIMUTH
 CP2656'MARK.
 CP2656'
 CP2656'THE AZIMUTH MARK CAN BE SEEN FROM THE STATION.
 CP2656
 CP2656                          STATION RECOVERY (1977)
 CP2656
 CP2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP2656'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CP2656'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 CP2656'DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHE AT THIS DATE.  A
 CP2656'NEW DESCRIPTION FOLLOWS--
 CP2656'
 CP2656'THE STATION IS LOCATED 6 MILES SOUTHWEST OF RAYMOND, 10 MILES
 CP2656'NORTHEAST OF UTICA, ON PROPERTY OWNED BY N.S. COLLINS, IN THE
 CP2656'NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, T4 N, R3 W.
 CP2656'
 CP2656'TO REACH FROM THE WATER TANK IN RAYMOND GO SOUTHWEST ON OLD
 CP2656'HIGHWAY 18 FOR 1.8 MILES TO STATE HIGHWAY 18 BY-PASS, TURN RIGHT AND
 CP2656'GO SOUTHWEST ON STATE HIGHWAY 18 FOR 5.9 MILES TO A SIDE ROAD LEFT,
 CP2656'TURN LEFT AND GO EAST ON NEIL COLLINS ROAD FOR 1.25 MILES TO THE
 CP2656'JUNCTION OF SEATON ROAD ON THE LEFT, CONTINUE EAST ON NEIL COLLINS
 CP2656'ROAD FOR 0.9 MILE TO TOP OF HILL AND STATION ON LEFT AT LARGE
 CP2656'HOUSE.
 CP2656'
 CP2656'THE STATION IS A STANDARD DISK STAMPED---COLLINS 1948---SET IN THE
 CP2656'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 165 FEET
 CP2656'SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 121 FEET SOUTH
 CP2656'SOUTHWEST OF THE SOUTH CORNER OF CYCLONE FENCE AROUND THE HOUSE, 103
 CP2656'FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD, 90 FEET SOUTHEAST OF
 CP2656'A 30 INCH OAK TREE, 72 FEET SOUTHWEST OF A 10 INCH PECAN TREE, 68.5
 CP2656'FEET NORTHEAST OF PASTURE FENCE CORNER, 40 FEET SOUTHEAST OF A 14
 CP2656'INCH OAK TREE, 22 FEET SOUTHEAST OF CENTER OF DRIVEWAY AND 11 FEET
 CP2656'NORTHWEST OF A METAL WITNESS POST AND SIGN IN THE FENCE LINE.
 CP2656'
 CP2656'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED---COLLINS NO 2
 CP2656'1948---SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CP2656'GROUND.  IT IS 260 FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD, 98
 CP2656'FEET SOUTHEAST OF THE SOUTH CORNER OF THE PORCH OF HOUSE, 96 FEET EAST
 CP2656'OF THE SOUTH CORNER OF CYCLONE FENCE, 75.5 FEET SOUTHWEST OF A POLE
 CP2656'WITH YARD LAMP, 42 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY AND
 CP2656'7 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN IN THE FENCELINE.
 CP2656'
 CP2656'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED---COLLINS 1948 NO 3
 CP2656'1977---SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CP2656'GROUND.  IT IS 71 FEET SOUTH OF PASTURE FENCE CORNER, 70 FEET EAST
 CP2656'NORTHEAST OF A POWER POLE ACROSS THE PAVED ROAD, 34 FEET NORTHEAST OF
 CP2656'THE CENTER OF PAVED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST AND
 CP2656'SIGN IN FENCELINE.
 CP2656'
 CP2656'AZIMUTH IS A STANDARD DISK STAMPED---COLLINS 1948---SET IN TOP
 CP2656'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 176 FEET SOUTH
 CP2656'SOUTHEAST OF THE SOUTHWEST CORNER OF TIN BARN, 56 FEET EAST OF CENTER
 CP2656'OF FIELD ROAD, 26 FEET SOUTHWEST OF A 36 INCH OAK TREE, 13.5 FEET WEST
 CP2656'OF 14 INCH OAK TREE IN FENCELINE, AND 1 FOOT SOUTH OF METAL WITNESS
 CP2656'POST AND SIGN.  TO REACH AZIMUTH FROM STATION GO SOUTH ON PAVED ROAD
 CP2656'0.3 MILE TO FARM ROAD AND GATE ON RIGHT, TURN RIGHT THROUGH GATE FOR
 CP2656'0.3 MILE TO FORK KEEP RIGHT FORK FOR 0.1 MILE TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2218 ***********************************************************************
 BH2218  DESIGNATION -  COLTON
 BH2218  PID         -  BH2218
 BH2218  STATE/COUNTY-  MS/JACKSON
 BH2218  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2218
 BH2218                         *CURRENT SURVEY CONTROL
 BH2218  ___________________________________________________________________
 BH2218* NAD 83(1993)-  30 23 57.92966(N)    088 32 12.98220(W)     ADJUSTED  
 BH2218* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2218  ___________________________________________________________________
 BH2218  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2218  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2218  HORZ ORDER  -  SECOND
 BH2218
 BH2218.The horizontal coordinates were established by classical geodetic methods
 BH2218.and adjusted by the National Geodetic Survey in May 1994.
 BH2218
 BH2218.The orthometric height was scaled from a topographic map.
 BH2218
 BH2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2218
 BH2218.The geoid height was determined by GEOID03.
 BH2218
 BH2218;                    North         East     Units Scale Factor Converg.
 BH2218;SPC MS E     -    99,734.989   328,481.359   MT  0.99996000   +0 08 59.9
 BH2218;SPC MS E     -   327,213.88  1,077,692.59   sFT  0.99996000   +0 08 59.9
 BH2218;SPC AL W     -    44,731.923   500,356.627   MT  1.00005578   -0 31 29.1
 BH2218;UTM  16      - 3,364,048.434   352,354.259   MT  0.99986893   -0 46 40.3
 BH2218
 BH2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2218!SPC MS E     -   1.00000381  x   0.99996000  =   0.99996381
 BH2218!SPC AL W     -   1.00000381  x   1.00005578  =   1.00005959
 BH2218!UTM  16      -   1.00000381  x   0.99986893  =   0.99987274
 BH2218
 BH2218:                Primary Azimuth Mark                     Grid Az
 BH2218:SPC MS E     -  GREENE                                   002 25 02.9
 BH2218:SPC AL W     -  GREENE                                   003 05 31.9
 BH2218:UTM  16      -  GREENE                                   003 20 43.1
 BH2218
 BH2218|---------------------------------------------------------------------|
 BH2218| PID    Reference Object                     Distance      Geod. Az  |
 BH2218|                                                           dddmmss.s |
 BH2218| BH2228 GREENE                              499.986 METERS 0023402.8 |
 BH2218| BH2219 CROKER                              APPROX. 0.7 KM 1773824.4 |
 BH2218| DD7729 COLTON RM                            11.530 METERS 18617     |
 BH2218|---------------------------------------------------------------------|
 BH2218
 BH2218                          SUPERSEDED SURVEY CONTROL
 BH2218
 BH2218  NAD 83(1993)-  30 23 57.93841(N)    088 32 12.97766(W) AD(       ) 2
 BH2218  NAD 83(1986)-  30 23 57.95484(N)    088 32 12.97398(W) AD(       ) 2
 BH2218  NAD 27      -  30 23 57.23200(N)    088 32 12.91500(W) AD(       ) 2
 BH2218
 BH2218.Superseded values are not recommended for survey control.
 BH2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2218.See file dsdata.txt to determine how the superseded data were derived.
 BH2218
 BH2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5235464048(NAD 83)
 BH2218_MARKER: DS = TRIANGULATION STATION DISK
 BH2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2218
 BH2218  HISTORY     - Date     Condition        Report By
 BH2218  HISTORY     - 1921     MONUMENTED       CGS
 BH2218  HISTORY     - 1959     GOOD             CGS
 BH2218  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH2218
 BH2218                          STATION DESCRIPTION
 BH2218
 BH2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2218'STATION IS 3/4 MILE S OF THE A AND M RAILROAD STATION AT MOSS POINT
 BH2218'ON EXTENSION OF BACK AND FORWARD TANGENT OF W (LEFT) RAIL, 3/8 MILE N
 BH2218'OF WHERE THE A AND M RAILROAD CROSSES THE CONCRETE ROAD LEADING FROM
 BH2218'PASCAGOULA-MOSS POINT.  ON W EDGE OF RAILROAD FILL, 1.420 METERS OR
 BH2218'4.660 FEET W OF W AND NEAREST RAIL.
 BH2218'
 BH2218'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2218'SET IN CONCRETE.
 BH2218'
 BH2218'REFERENCE MARK ON SAME SIDE OF TRACK ON W EDGE OF FILL.
 BH2218
 BH2218                          STATION RECOVERY (1959)
 BH2218
 BH2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2218'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT
 BH2218'FOUND.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BH2218
 BH2218                          STATION RECOVERY (1968)
 BH2218
 BH2218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2218'THE STATION WAS VISITED 7-23-68, AND THE STATION MARK AND REFERENCE
 BH2218'MARK, NO. 1, WERE NOT FOUND.
 BH2218'
 BH2218'THE STATION IS 3/4 MILE SOUTH OF THE A AND M RAILROAD STATION AT MOSS
 BH2218'POINT ON THE EXTENSION OF THE BACK AND FORWARD TANGENT OF THE
 BH2218'WEST (LEFT) RAIL, 3/8 MILE NORTH OF WHERE THE A AND M RAILROAD
 BH2218'CROSSES THE CONCRETE ROAD LEADING FROM PASCAGOULA-MOSS POINT, ON
 BH2218'THE WEST EDGE OF THE RAILROAD FILL, 1.420 METERS OF 4.660 FEET WEST
 BH2218'OF THE WEST AND NEAREST RAIL.
 BH2218'
 BH2218'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2218'SET IN CONCRETE.
 BH2218'
 BH2218'REFERENCE MARK ON SAME SIDE OF TRACK ON WEST EDGE OF FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0856 ***********************************************************************
 BV0856  DESIGNATION -  COLUMBIA
 BV0856  PID         -  BV0856
 BV0856  STATE/COUNTY-  MS/MARION
 BV0856  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0856
 BV0856                         *CURRENT SURVEY CONTROL
 BV0856  ___________________________________________________________________
 BV0856* NAD 83(1986)-  31 15 03.     (N)    089 50 06.     (W)     SCALED    
 BV0856* NAVD 88     -        46.66   (+/-2cm)     153.1    (feet)  VERTCON   
 BV0856  ___________________________________________________________________
 BV0856  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV0856  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0856
 BV0856.The horizontal coordinates were scaled from a topographic map and have
 BV0856.an estimated accuracy of +/- 6 seconds.
 BV0856
 BV0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0856.The vertical order pertains to the NGVD 29 superseded value.
 BV0856
 BV0856.The geoid height was determined by GEOID03.
 BV0856
 BV0856;                    North         East    Units  Estimated Accuracy
 BV0856;SPC MS W     -   194,190.      747,470.      MT  (+/- 180 meters Scaled)
 BV0856
 BV0856                          SUPERSEDED SURVEY CONTROL
 BV0856
 BV0856  NGVD 29 (??/??/92)   46.693  (m)          153.19   (f) ADJ UNCH    1 2
 BV0856
 BV0856.Superseded values are not recommended for survey control.
 BV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0856.See file dsdata.txt to determine how the superseded data were derived.
 BV0856
 BV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV300608(NAD 83)
 BV0856_MARKER: DB = BENCH MARK DISK
 BV0856_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BV0856_SP_SET: BUILDING
 BV0856_STAMPING: COLUMBIA 1934 153.189
 BV0856_MARK LOGO: CGS   
 BV0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BV0856+STABILITY: POSITION/ELEVATION WELL
 BV0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0856+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 BV0856
 BV0856  HISTORY     - Date     Condition        Report By
 BV0856  HISTORY     - 1934     MONUMENTED       CGS
 BV0856  HISTORY     - 1969     GOOD             MSHD
 BV0856  HISTORY     - 19920203 GOOD             NGS
 BV0856  HISTORY     - 20071125 GOOD             MSSU
 BV0856
 BV0856                          STATION DESCRIPTION
 BV0856
 BV0856'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0856'IN COLUMBIA.
 BV0856'THE MARK IS LOCATED IN A SQUARE PILLAR EAST OF THE NORTH ENTRANCE TO
 BV0856'THE MARION COUNTY COURTHOUSE IN COLUMBIA.  IT IS 11 FEET EAST OF THE
 BV0856'CENTER OF THE ENTRANCE TO THE NORTH SIDE OF THE COURTHOUSE, SET
 BV0856'VERTICALLY IN A DRILLED HOLE IN THE FACE OF A SQUARE CONCRETE PILLAR,
 BV0856'1.7 FEET ABOVE THE EAST FRONT BALUSTRADE AND 3.5 FEET ABOVE THE
 BV0856'GROUND.
 BV0856
 BV0856                          STATION RECOVERY (1992)
 BV0856
 BV0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BV0856'IN COLUMBIA, SET VERTICALLY IN THE NORTH FACE OF A GRANITE BLOCK AT
 BV0856'THE COUNTY COURTHOUSE AT 250 BROAD STREET, 34.8 M (114.2 FT)
 BV0856'SOUTHWEST OF THE CENTER OF THE STREET, 3.5 M (11.5 FT) EAST OF THE
 BV0856'CENTER OF THE NORTH ENTRANCE OF THE COURTHOUSE, 1.1 M (3.6 FT) ABOVE
 BV0856'THE LEVEL OF THE STREET, AND 0.5 M (1.6 FT) EAST OF THE WEST EDGE OF
 BV0856'THE BLOCK.
 BV0856
 BV0856                          STATION RECOVERY (2007)
 BV0856
 BV0856'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (GDS)
 BV0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0858 ***********************************************************************
 BV0858  DESIGNATION -  COLUMBIA
 BV0858  PID         -  BV0858
 BV0858  STATE/COUNTY-  MS/MARION
 BV0858  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0858
 BV0858                         *CURRENT SURVEY CONTROL
 BV0858  ___________________________________________________________________
 BV0858* NAD 83(1993)-  31 15 08.28162(N)    089 49 57.27170(W)     ADJUSTED  
 BV0858* NAVD 88     -        46.33   (+/-2cm)     152.0    (feet)  VERTCON   
 BV0858  ___________________________________________________________________
 BV0858  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BV0858  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV0858  HORZ ORDER  -  SECOND
 BV0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0858
 BV0858.The horizontal coordinates were established by classical geodetic methods
 BV0858.and adjusted by the National Geodetic Survey in May 1994.
 BV0858
 BV0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0858.The vertical order pertains to the NGVD 29 superseded value.
 BV0858
 BV0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0858
 BV0858.The geoid height was determined by GEOID03.
 BV0858
 BV0858;                    North         East     Units Scale Factor Converg.
 BV0858;SPC MS W     -   194,356.434   747,696.030   MT  0.99997805   +0 15 35.3
 BV0858;SPC MS W     -   637,651.07  2,453,066.06   sFT  0.99997805   +0 15 35.3
 BV0858;UTM  16      - 3,461,024.846   230,248.651   MT  1.00049763   -1 28 13.6
 BV0858
 BV0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0858!SPC MS W     -   0.99999695  x   0.99997805  =   0.99997500
 BV0858!UTM  16      -   0.99999695  x   1.00049763  =   1.00049458
 BV0858
 BV0858|---------------------------------------------------------------------|
 BV0858| PID    Reference Object                     Distance      Geod. Az  |
 BV0858|                                                           dddmmss.s |
 BV0858| BV0859 COLUMBIA RM 3                        12.872 METERS 00221     |
 BV0858| CG1420 COLUMBIA RM 1                        54.721 METERS 02035     |
 BV0858| BV0857 COLUMBIA RM 2                        46.967 METERS 11756     |
 BV0858| BV1699 COLUMBIA CTHSE CLOCK TOWER          302.157 METERS 23640     |
 BV0858| BV1698 COLUMBIA RELIANCE MFG CO TANK       464.371 METERS 2973314.1 |
 BV0858| BV0860 COLUMBIA AZ MK                                     3543158.8 |
 BV0858|---------------------------------------------------------------------|
 BV0858
 BV0858                          SUPERSEDED SURVEY CONTROL
 BV0858
 BV0858  NAD 83(1986)-  31 15 08.29633(N)    089 49 57.26957(W) AD(       ) 2
 BV0858  NAD 27      -  31 15 07.65800(N)    089 49 56.98200(W) AD(       ) 2
 BV0858  NGVD 29 (??/??/92)   46.370  (m)          152.13   (f) ADJ UNCH    2 0
 BV0858
 BV0858.Superseded values are not recommended for survey control.
 BV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0858.See file dsdata.txt to determine how the superseded data were derived.
 BV0858
 BV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3024961025(NAD 83)
 BV0858_MARKER: DS = TRIANGULATION STATION DISK
 BV0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0858_SP_SET: CONCRETE POST
 BV0858_STAMPING: COLUMBIA 1934
 BV0858_MARK LOGO: CGS   
 BV0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0858+STABILITY: SURFACE MOTION
 BV0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0858+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 BV0858
 BV0858  HISTORY     - Date     Condition        Report By
 BV0858  HISTORY     - 1934     MONUMENTED       CGS
 BV0858  HISTORY     - 1955     GOOD             CGS
 BV0858  HISTORY     - 1969     GOOD             MSHD
 BV0858  HISTORY     - 1969     GOOD             MSHD
 BV0858  HISTORY     - 1977     GOOD             NGS
 BV0858  HISTORY     - 19920203 GOOD             NGS
 BV0858
 BV0858                          STATION DESCRIPTION
 BV0858
 BV0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV0858'IN THE EAST PART OF COLUMBIA, ON PUBLIC SCHOOL PROPERTY, 45.1 FEET
 BV0858'SOUTHEAST OF SOUTHEAST CURB, OF HIGH SCHOOL AVE., 61 FEET NORTHWEST
 BV0858'OF CENTER LINE OF MARY STREET AND ON THE GROUNDS OF COLUMBIA HIGH
 BV0858'SCHOOL.
 BV0858'
 BV0858'TO REACH FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN COLUMBIA, GO
 BV0858'EAST FOR ONE LONG BLOCK TO A PAVED CROSS ROAD, TURN LEFT AND GO
 BV0858'NORTH ONE BLOCK TO THE STATION.
 BV0858'
 BV0858'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BV0858'CONCRETE.
 BV0858'
 BV0858'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION AND SET IN THE SIDEWALK
 BV0858'AT MAIN ENTRANCE TO HIGH SCHOOL BUILDING.
 BV0858'
 BV0858'REFERENCE MARK NO. 2 (STAMPED II) IS SOUTHEAST OF THE STATION AND
 BV0858'SET IN THE SOUTH SIDEWALK OF MARY STREET, JUST NORTHWEST OF THE
 BV0858'BUNGALOW OF MR. PRICE.
 BV0858'
 BV0858'AZIMUTH MARK IS NORTH OF THE STATION, IN THE SIDEWALK ON THE WEST
 BV0858'SIDE OF HIGH SCHOOL AVENUE, ABOUT 60 FEET NORTH OF THE NORTHWEST
 BV0858'INTERSECTION OF DALE STREET, AND ABOUT 20 FEET NORTH OF THE
 BV0858'ENTRANCE TO NO. 901 HIGH SCHOOL AVENUE.
 BV0858'
 BV0858'A 100-FOOT TOWER WILL CLEAR ALL LINES.
 BV0858'
 BV0858'HEIGHT OF LIGHT ABOVE STATION MARK - 36 METERS.
 BV0858
 BV0858                          STATION RECOVERY (1955)
 BV0858
 BV0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV0858'THE STATION WAS VISITED ON JULY 16, 1955, AND ALL MARKS WERE FOUND
 BV0858'IN GOOD CONDITION. THE STAMPING ON REFERENCE MARK 1 WAS WORN OFF BY
 BV0858'THE HEAVY TRAFFIC FROM THE SCHOOL CHILDREN. THE MARK WAS RESTAMPED
 BV0858'WITH THE ORIGINAL STAMPING. A NEW DESCRIPTION FOLLOWS--
 BV0858'
 BV0858'THE STATION IS LOCATED IN COLUMBIA, TWO BLOCKS NE OF THE COURTHOUSE,
 BV0858'IN THE SW CORNER OF THE COLUMBIA GRAMMAR SCHOOL GROUND (FORMERLY THE
 BV0858'HIGH SCHOOL), IN THE NE ANGLE OF THE INTERSECTION OF MARY AND HIGH
 BV0858'SCHOOL STREETS, 118 FT. SW OF THE SW CORNER OF THE SCHOOL
 BV0858'BUILDING, 86 FT. S OF A FLAGPOLE, 49 FT. N OF THE N CURB OF MARY
 BV0858'STREET. 37 FT.  E OF THE E CURB OF HIGH SCHOOL STREET, 42.5 FT. N OF
 BV0858'THE S FENCE AROUND THE SCHOOLYARD, 29 FT. E OF THE W FENCE
 BV0858'AROUND THE SCHOOL GROUND, AND 49.5 FT. NE OF A WATER OAK TREE
 BV0858'IN THE FENCE CORNER. IT IS A STANDARD DISK, STAMPED COLUMBIA 1934
 BV0858'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 BV0858'
 BV0858'REFERENCE MARK 1 IS 179.53 FT. NE OF THE STATION, AT THE W ENTRANCE
 BV0858'OF THE SCHOOL BUILDING, 6 FT. W-NW OF THE NW CORNER OF THE BOTTOM
 BV0858'STEP TO THE ENTRANCE, AND 2 FT. N OF THE NE EDGE OF THE SIDEWALK
 BV0858'LEADING TO THE ENTRANCE. IT IS 14.5 FT. W OF THE W WALL OF THE
 BV0858'BUILDING. IT IS A STANDARD DISK, STAMPED COLUMBIA NO 1 1934 AND
 BV0858'SET IN A DRILL HOLE FLUSH WITH THE SIDEWALK.
 BV0858'
 BV0858'REFERENCE MARK 2 IS 154.07 FT. SE OF THE STATION, 60 PACES E OF THE
 BV0858'INTERSECTION OF MARY AND HIGH SCHOOL STREETS, 1.8 FT. S OF THE S
 BV0858'CURB OF MARY STREET, 11 FT. W OF A POWER POLE, AND 39 FT. E-NE OF A
 BV0858'LIVE OAK TREE. IT IS A STANDARD DISK, STAMPED COLUMBIA NO II 1934
 BV0858'AND SET IN A DRILL HOLE FLUSH WITH THE SIDEWALK.
 BV0858'
 BV0858'THE AZIMUTH MARK IS 0.2 MI. N OF THE STATION, IN THE NE ANGLE OF THE
 BV0858'INTERSECTION OF DALE AND HIGH SCHOOL STREETS, ACROSS THE STREET FROM
 BV0858'THE FIRST BAPTIST CHURCH, 20.5 FT. N OF THE N EDGE OF THE SIDEWALK
 BV0858'LEADING TO 901 HIGH SCHOOL STREET, 6 FT. W OF THE W CURB OF HIGH
 BV0858'SCHOOL STREET, 63 FT. N OF THE N CURB OF DALE STREET, AND 3 FT. S
 BV0858'OF A 3-FT. LIVE OAK TREE AT THE END OF THE SIDEWALK. IT IS A
 BV0858'STANDARD DISK, STAMPED COLUMBIA 1934 AND SET IN A DRILL HOLE
 BV0858'FLUSH WITH THE SIDEWALK.
 BV0858
 BV0858                          STATION RECOVERY (1969)
 BV0858
 BV0858'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV0858'THE STATION WAS VISITED 2-25-69 AND THE STATION, RM 2 AND THE
 BV0858'AZIMUTH WERE FOUND IN GOOD CONDITION.  RM 1 WAS NOT FOUND AND IS
 BV0858'BELIEVED TO HAVE BEEN DESTROYED DURING CONSTRUCTION OF A NEW
 BV0858'SCHOOL AFTER THE OLD SCHOOL WAS DESTROYED BY FIRE.  RM 3 WAS
 BV0858'ESTABLISHED ON THE DATE.
 BV0858'
 BV0858'THE STATION IS LOCATED 0.15 MILE NORTHEAST OF THE CENTER OF
 BV0858'COLUMBIA IN THE NORTHEAST ANGLE OF THE INTERSECTION OF MARY
 BV0858'STREET AND H. SCHOOL AVENUE ON THE SOUTHWEST CORNER OF THE
 BV0858'GROUNDS OF THE COLUMBIA ELEMENTARY SCHOOL.  IT IS 80 FEET
 BV0858'NORTHEAST OF THE CENTER OF THE INTERSECTION OF H. SCHOOL AVENUE
 BV0858'AND MARY STREET, 61 FEET NORTH OF THE CENTER OF MARY STREET, 52
 BV0858'FEET EAST OF THE CENTER OF H. SCHOOL AVENUE, 22 FEET SOUTHWEST
 BV0858'OF THE SOUTHWEST CORNER OF THE SOUTHWEST WING OF THE SCHOOL, 17
 BV0858'FEET WEST OF THE EXTENDED WEST WALL OF THE SCHOOL, 42.5 FEET
 BV0858'SOUTHEAST OF THE SOUTHWEST POST FOR THE COVER FOR A WALK, 124
 BV0858'FEET WEST OF A FLAG POLE, AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 BV0858'OF THE STREET.
 BV0858'
 BV0858'IT IS A STANDARD TRIANGULATION DISK STAMPED COLUMBIA 1934, 4 INCHES
 BV0858'BELOW THE GROUND.
 BV0858'
 BV0858'REFERENCE MARK NO. 2 IS 154.09 FEET SOUTHEAST OF THE STATION.  IT
 BV0858'IS 13 FEET SOUTH OF THE CENTER OF MARY STREET, 187 FEET EAST OF THE
 BV0858'CENTER OF H. SCHOOL AVENUE, 87.5 FEET SOUTH SOUTHWEST OF THE
 BV0858'SOUTHEAST CORNER OF THE SOUTHWEST WING OF THE SCHOOL, 65.5
 BV0858'FEET SOUTHEAST OF A FLAG POLE, 39 FEET EAST NORTHEAST OF A 30
 BV0858'INCH LIVE OAK, 54 FEET SOUTHWEST OF THE SOUTHWEST POST OF A COVER
 BV0858'FOR A WALK ON THE SOUTH SIDE OF THE CAFETERIA, 11 FEET WEST OF A
 BV0858'UTILITY POLE WITH A LAMP ON IT, 23 FEET EAST OF THE CENTER OF A
 BV0858'DRIVEWAY, SET IN A DRILLED HOLE IN A WALK, 1.8 FEET SOUTH OF THE
 BV0858'SOUTH CURB OF MARY STREET.  IT IS A STANDARD REFERENCE MARK
 BV0858'DISK, STAMPED COLUMBIA NO 2 1934 AND IS ABOUT LEVEL WITH THE
 BV0858'STREET.
 BV0858'
 BV0858'REFERENCE MARK NO. 3 IS 42.23 FEET NORTH OF THE STATION.  IT IS
 BV0858'53 FEET EAST OF THE CENTER OF H. SCHOOL AVENUE, 15 FEET WEST OF
 BV0858'THE WEST WALL OF THE SOUTHWEST WING OF THE SCHOOL, 32 FEET
 BV0858'NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST WING OF THE
 BV0858'SCHOOL, 5 FEET EAST OF THE CENTER OF A N-S WALK, 18.5 FEET EAST OF
 BV0858'THE CENTER OF A DRIVEWAY FOR SCHOOL BUSES, 0.8 FEET EAST OF THE
 BV0858'FIRST POST EAST OF THE SOUTHWEST POST FOR A COVER FOR A WALK SET
 BV0858'IN A DRILLED HOLE IN A WALK IN THE SOUTHEAST ANGLE OF THE
 BV0858'INTERSECTION OF WALKS AT THE ENTRANCE TO THE SOUTHWEST WING OF
 BV0858'THE SCHOOL.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV0858'COLUMBIA NO 3 1934 1969 AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 BV0858'THE STREET.
 BV0858'
 BV0858'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION IN THE NORTHWEST
 BV0858'ANGLE OF THE INTERSECTION OF DALE STREET AND H. SCHOOL AVENUE.  IT
 BV0858'IS 74 FEET NORTH OF THE CENTER OF DALE STREET, 17 FEET WEST OF THE
 BV0858'CENTER OF H. SCHOOL AVENUE, 6 FEET WEST OF THE WEST CURB OF
 BV0858'H. SCHOOL AVENUE, 59.5 FEET NORTH OF A FIRE PLUG, 52.5 FEET
 BV0858'NORTHWEST OF THE NORTHWEST POST OF THE FIRST BAPTIST CHURCH
 BV0858'SIGN, 12.5 FEET SOUTHWEST OF A UTILITY POLE, 31 FEET EAST OF THE
 BV0858'NORTHEAST CORNER OF THE NORTH WING OF A WHITE HOUSE AND
 BV0858'71.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE
 BV0858'OF THE WEST SIDE OF THE CHURCH SET IN A DRILLED HOLE IN THE
 BV0858'NORTHWEST CORNER OF A WALK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 BV0858'THE STREET.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED COLUMBIA
 BV0858'AZI 1934.
 BV0858'
 BV0858'TO REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST
 BV0858'ON BROAD STREET FOR 0.1 MILE TO THE INTERSECTION OF H. SCHOOL
 BV0858'AVENUE.  TURN LEFT (NORTH) AND CONTINUE ON H. SCHOOL AVENUE FOR
 BV0858'0.1 MILE TO THE INTERSECTION OF MARY STREET AND THE STATION ON THE
 BV0858'RIGHT.  TO REACH THE AZIMUTH CONTINUE NORTH ON H. SCHOOL AVENUE
 BV0858'FOR 0.15 MILE TO THE INTERSECTION OF DALE STREET AND THE MARK ON
 BV0858'THE LEFT.
 BV0858'
 BV0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV0858'IN COLUMBIA.
 BV0858
 BV0858                          STATION RECOVERY (1969)
 BV0858
 BV0858'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0858'IN COLUMBIA.
 BV0858'THE MARK IS LOCATED 0.15 MILE NORTHEAST OF THE CENTER OF COLUMBIA IN
 BV0858'THE NORTHEAST ANGLE OF THE INTERSECTION OF MARY STREET AND H. SCHOOL
 BV0858'AVENUE ON THE SOUTHWEST CORNER OF THE GROUNDS OF THE COLUMBIA
 BV0858'ELEMENTARY SCHOOL.  IT IS 80 FEET NORTHEAST OF THE CENTER OF THE
 BV0858'INTERSECTION OF H. SCHOOL AVENUE AND MARY STREET, 61 FEET NORTH OF THE
 BV0858'CENTER OF MARY STREET, 52 FEET EAST OF THE CENTER OF H. SCHOOL AVENUE,
 BV0858'22 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST WING OF THE
 BV0858'SCHOOL, 17 FEET WEST OF THE EXTENDED WEST WALL OF THE SCHOOL, 42.5
 BV0858'FEET SOUTHEAST OF THE SOUTHWEST POST FOR THE COVER FOR A WALK, 124
 BV0858'FEET WEST OF A FLAG POLE, SET IN THE TOP OF A 12 INCH CONCRETE POST
 BV0858'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET AND IS 4 INCHES BELOW THE
 BV0858'GROUND.  TO REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA GO
 BV0858'EAST ON BROAD STREET FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL
 BV0858'AVENUE.  TURN LEFT (NORTH) AND CONTINUE ON H. SCHOOL AVENUE FOR 0.1
 BV0858'MILE TO THE INTERSECTION OF MARY STREET AND THE MARK ON THE RIGHT.
 BV0858
 BV0858                          STATION RECOVERY (1977)
 BV0858
 BV0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RB)
 BV0858'THE HORIZONTAL CONTROL MARK WAS RECOVERED IN GOOD CONDITION IN
 BV0858'MARCH 1977 BY SURVEYING STUDENTS AT MISSISSIPPI STATE
 BV0858'UNIVERSITY.  ADDITIONAL INFORMATION AND RUBBINGS ARE ON FILE IN
 BV0858'THE DEPARTMENT OF CIVIL ENGINEERING.
 BV0858
 BV0858                          STATION RECOVERY (1992)
 BV0858
 BV0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BV0858'IN COLUMBIA, AT THE INTERSECTION OF HIGH SCHOOL AVENUE AND MARY
 BV0858'STREET, 17.8 M (58.4 FT) EAST OF AND LEVEL WITH THE CENTER OF THE
 BV0858'AVENUE, 15.4 M (50.5 FT) NORTH OF THE CENTER OF THE STREET, 13.1 M
 BV0858'(43.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST SUPPORT POLE OF A COVERED
 BV0858'SIDEWALK AT THE COLUMBIA ELEMENTARY SCHOOL, 10.2 M (33.5 FT)
 BV0858'NORTHWEST OF A 36-INCH TREE, 6.7 M (22.0 FT) SOUTHWEST OF THE
 BV0858'SOUTHWEST CORNER OF THE SCHOOL, 3.3 M (10.8 FT) SOUTHEAST OF THE
 BV0858'SOUTHEAST EDGE OF A SIDEWALK, AND THE MONUMENT IS 0.02 M (0.07 FT)
 BV0858'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0860 ***********************************************************************
 BV0860  DESIGNATION -  COLUMBIA AZ MK
 BV0860  PID         -  BV0860
 BV0860  STATE/COUNTY-  MS/MARION
 BV0860  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0860
 BV0860                         *CURRENT SURVEY CONTROL
 BV0860  ___________________________________________________________________
 BV0860* NAD 83(1986)-  31 15 16.     (N)    089 49 57.     (W)     SCALED    
 BV0860* NAVD 88     -        46.34   (+/-2cm)     152.0    (feet)  VERTCON   
 BV0860  ___________________________________________________________________
 BV0860  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BV0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0860
 BV0860.The horizontal coordinates were scaled from a topographic map and have
 BV0860.an estimated accuracy of +/- 6 seconds.
 BV0860
 BV0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0860.The vertical order pertains to the NGVD 29 superseded value.
 BV0860
 BV0860.The geoid height was determined by GEOID03.
 BV0860
 BV0860;                    North         East    Units  Estimated Accuracy
 BV0860;SPC MS W     -   194,590.      747,700.      MT  (+/- 180 meters Scaled)
 BV0860
 BV0860                          SUPERSEDED SURVEY CONTROL
 BV0860
 BV0860  NGVD 29 (??/??/92)   46.376  (m)          152.15   (f) ADJ UNCH    2 0
 BV0860
 BV0860.Superseded values are not recommended for survey control.
 BV0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0860.See file dsdata.txt to determine how the superseded data were derived.
 BV0860
 BV0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV302612(NAD 83)
 BV0860_MARKER: DZ = AZIMUTH MARK DISK
 BV0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0860_SP_SET: SIDEWALK
 BV0860_STAMPING: COLUMBIA AZI 1934
 BV0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0860
 BV0860  HISTORY     - Date     Condition        Report By
 BV0860  HISTORY     - 1934     MONUMENTED       CGS
 BV0860  HISTORY     - 1969     GOOD             MSHD
 BV0860  HISTORY     - 1977     GOOD             LOCENG
 BV0860
 BV0860                          STATION DESCRIPTION
 BV0860
 BV0860'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0860'IN COLUMBIA.
 BV0860'THE MARK IS LOCATED 0.25 MILE NORTHEAST OF THE CENTER OF COLUMBIA IN
 BV0860'THE NORTHWEST CORNER OF A WLAK IN THE NORTHWEST ANGLE OF THE
 BV0860'INTERSECTION OF DALE STREET AND H. SCHOOL AVENUE.  IT IS 74 FEET NORTH
 BV0860'OF THE CENTER OF DALE STREET, 17 FEET WEST OF THE CENTER OF H. SCHOOL
 BV0860'AVENUE, 6 FEET WEST OF THE WEST CURB OF H. SCHOOL AVENUE, 59.5 FEET
 BV0860'NORTH OF A FIRE PLUG, 52.5 FEET NORTHWEST OF THE NORTHWEST POST OF THE
 BV0860'FIRST BAPTIST CHURCH SIGN, 12.5 FEET SOUTHWEST OF A UTILITY POLE, 31
 BV0860'FEET EAST OF THE NORTHEAST CORNER OF THE NORTH WING OF A WHITE HOUSE,
 BV0860'71.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE AT THE
 BV0860'WEST SIDE OF THE CHURCH, SET IN A DRILLED HOLE IN THE NORTHWEST CORNER
 BV0860'OF A WALK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET. TO REACH
 BV0860'FROM THE U.S. POST OFFICE IN COLUMBIA GO EAST ON DALE STREET FOR 0.15
 BV0860'MILE TO THE INTERSECTION OF H. SCHOOL AVENUE AND THE MARK ON THE LEFT.
 BV0860
 BV0860                          STATION RECOVERY (1977)
 BV0860
 BV0860'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BV0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1699 ***********************************************************************
 BV1699  DESIGNATION -  COLUMBIA CTHSE CLOCK TOWER
 BV1699  PID         -  BV1699
 BV1699  STATE/COUNTY-  MS/MARION
 BV1699  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1699
 BV1699                         *CURRENT SURVEY CONTROL
 BV1699  ___________________________________________________________________
 BV1699* NAD 83(1993)-  31 15 02.88935(N)    089 50 06.81192(W)     ADJUSTED  
 BV1699* NAVD 88     -              **(meters)            **(feet)            
 BV1699  ___________________________________________________________________
 BV1699  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BV1699  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV1699  HORZ ORDER  -  THIRD
 BV1699
 BV1699.The horizontal coordinates were established by classical geodetic methods
 BV1699.and adjusted by the National Geodetic Survey in May 1994.
 BV1699
 BV1699
 BV1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1699
 BV1699.The geoid height was determined by GEOID03.
 BV1699
 BV1699;                    North         East     Units Scale Factor Converg.
 BV1699;SPC MS W     -   194,189.225   747,444.364   MT  0.99997775   +0 15 30.3
 BV1699;SPC MS W     -   637,102.48  2,452,240.38   sFT  0.99997775   +0 15 30.3
 BV1699;UTM  16      - 3,460,865.229   229,991.918   MT  1.00049934   -1 28 18.4
 BV1699
 BV1699                          SUPERSEDED SURVEY CONTROL
 BV1699
 BV1699  NAD 83(1986)-  31 15 02.90394(N)    089 50 06.80994(W) AD(       ) 4
 BV1699  NAD 27      -  31 15 02.26000(N)    089 50 06.52000(W) AD(       ) 3
 BV1699
 BV1699.Superseded values are not recommended for survey control.
 BV1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1699.See file dsdata.txt to determine how the superseded data were derived.
 BV1699
 BV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2999260865(NAD 83)
 BV1699_MARKER: 55 = TOWER
 BV1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1699+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2006
 BV1699
 BV1699  HISTORY     - Date     Condition        Report By
 BV1699  HISTORY     - 1934     FIRST OBSERVED   CGS
 BV1699  HISTORY     - 1955     GOOD             CGS
 BV1699  HISTORY     - 1969     GOOD             MSHD
 BV1699  HISTORY     - 20061126 GOOD             MSSU
 BV1699
 BV1699                          STATION DESCRIPTION
 BV1699
 BV1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1699'IN COLUMBIA. CENTER OF THE CLOCK TOWER OF THE COURTHOUSE. CUT IN
 BV1699'FROM STATIONS POWELL AND COLUMBIA.
 BV1699
 BV1699                          STATION RECOVERY (1955)
 BV1699
 BV1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1699'THE STATION IS LOCATED IN THE CENTER OF COLUMBIA. IT IS A CLOCK
 BV1699'TOWER ON THE TOP OF THE COURTHOUSE BUILDING WITH A CLOCK FACE ON
 BV1699'THE FOUR SIDES, ON THE TOP OF THE CLOCK TOWER IS A DOME WITH A
 BV1699'SMALLER DOME ON ITS TOP. FROM THE SMALLER DOME PROJECTS A SMALL
 BV1699'FINIAL WITH A BALL ON THE TOP. THE CLOCK TOWER IS IN THE CENTER
 BV1699'OF THE COURTHOUSE, AND THE OVERALL HEIGHT IS ABOUT 100 FT.
 BV1699'
 BV1699'THIS IS AN INTERSECTION STATION.
 BV1699
 BV1699                          STATION RECOVERY (1969)
 BV1699
 BV1699'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1699'THE STATION WAS VISITED 3-6-69 AND THE STATION WAS FOUND IN GOOD
 BV1699'CONDITION.
 BV1699'
 BV1699'THE STATION IS LOCATED NEAR THE CENTER OF COLUMBIA. IT IS A DOME
 BV1699'SHAPED TOWER WITH A CLOCK FACING ALL FOUR DIRECTIONS ATOP THE CENTER
 BV1699'OF THE MARION COUNTY COURTHOUSE. A SMALL TOWER WITH A SMALL DOME
 BV1699'EXTENDS FROM THE CENTER OF THE LARGE DOME. A FINAL WITH A BALL ON
 BV1699'THE TOP EXTENDS FROM THE CENTER OF THE SMALLER DOME.
 BV1699
 BV1699                          STATION RECOVERY (2006)
 BV1699
 BV1699'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (MJ)
 BV1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1698 ***********************************************************************
 BV1698  DESIGNATION -  COLUMBIA RELIANCE MFG CO TANK
 BV1698  PID         -  BV1698
 BV1698  STATE/COUNTY-  MS/MARION
 BV1698  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1698
 BV1698                         *CURRENT SURVEY CONTROL
 BV1698  ___________________________________________________________________
 BV1698* NAD 83(1993)-  31 15 15.25610(N)    089 50 12.83203(W)     ADJUSTED  
 BV1698* NAVD 88     -              **(meters)            **(feet)            
 BV1698  ___________________________________________________________________
 BV1698  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BV1698  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BV1698  HORZ ORDER  -  THIRD
 BV1698
 BV1698.The horizontal coordinates were established by classical geodetic methods
 BV1698.and adjusted by the National Geodetic Survey in May 1994.
 BV1698
 BV1698
 BV1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1698
 BV1698.The geoid height was determined by GEOID03.
 BV1698
 BV1698;                    North         East     Units Scale Factor Converg.
 BV1698;SPC MS W     -   194,569.370   747,283.369   MT  0.99997757   +0 15 27.3
 BV1698;SPC MS W     -   638,349.67  2,451,712.19   sFT  0.99997757   +0 15 27.3
 BV1698;UTM  16      - 3,461,250.263   229,842.397   MT  1.00050034   -1 28 22.0
 BV1698
 BV1698                          SUPERSEDED SURVEY CONTROL
 BV1698
 BV1698  NAD 83(1986)-  31 15 15.27064(N)    089 50 12.82974(W) AD(       ) 4
 BV1698  NAD 27      -  31 15 14.64000(N)    089 50 12.59000(W) AD(       ) 3
 BV1698
 BV1698.Superseded values are not recommended for survey control.
 BV1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1698.See file dsdata.txt to determine how the superseded data were derived.
 BV1698
 BV1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2984261250(NAD 83)
 BV1698_MARKER: 53 = ELEVATED TANK
 BV1698
 BV1698  HISTORY     - Date     Condition        Report By
 BV1698  HISTORY     - 1934     FIRST OBSERVED   CGS
 BV1698  HISTORY     - 1955     GOOD             CGS
 BV1698  HISTORY     - 1969     GOOD             MSHD
 BV1698
 BV1698                          STATION DESCRIPTION
 BV1698
 BV1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1698'IN COLUMBIA. CENTER OF ALUMINUM WATER TANK AT THE RELIANCE
 BV1698'MANUFACTURING PLANT.
 BV1698'
 BV1698'CUT IN FROM STATIONS BUCHANAN, SMITH, COLUMBIA, POWELL, LITTLE AND
 BV1698'RILEY.
 BV1698
 BV1698                          STATION RECOVERY (1955)
 BV1698
 BV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1698'THE WATER TANK IS LOCATED FOUR BLOCKS N-NW OF THE COURTHOUSE IN
 BV1698'COLUMBIA, AND ONE BLOCK W OF STATE HIGHWAY 13. IT IS A FOUR-LEGGED
 BV1698'STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP, AND ABOUT 100 FT.
 BV1698'HIGH.  IT IS AT THE N END OF THE RELIANCE MANUFACTURING COMPANY
 BV1698'BUILDING.
 BV1698'
 BV1698'THIS IS AN INTERSECTION STATION.
 BV1698
 BV1698                          STATION RECOVERY (1969)
 BV1698
 BV1698'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1698'THE STATION WAS VISITED 3-6-69 AND THE STATION WAS FOUND IN GOOD
 BV1698'CONDITION.
 BV1698'
 BV1698'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE MAIN
 BV1698'BUILDING FOR THE PIONEER RECOVERY CO. (FORMERLY THE RELIANCE
 BV1698'MANUFACTURING CO.) JUST SOUTH OF DALE STREET AND 1 BLOCK WEST OF
 BV1698'MAIN STREET DIRECTLY BEHIND THE POST OFFICE IN COLUMBIA.
 BV1698'
 BV1698'IT IS A TANK ATOP A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH
 BV1698'AND IS SILVER IN COLOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0857 ***********************************************************************
 BV0857  DESIGNATION -  COLUMBIA RM 2
 BV0857  PID         -  BV0857
 BV0857  STATE/COUNTY-  MS/MARION
 BV0857  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0857
 BV0857                         *CURRENT SURVEY CONTROL
 BV0857  ___________________________________________________________________
 BV0857* NAD 83(1986)-  31 15 08.     (N)    089 49 56.     (W)     SCALED    
 BV0857* NAVD 88     -        46.80   (+/-2cm)     153.5    (feet)  VERTCON   
 BV0857  ___________________________________________________________________
 BV0857  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0857
 BV0857.The horizontal coordinates were scaled from a topographic map and have
 BV0857.an estimated accuracy of +/- 6 seconds.
 BV0857
 BV0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0857.The vertical order pertains to the NGVD 29 superseded value.
 BV0857
 BV0857.The geoid height was determined by GEOID03.
 BV0857
 BV0857;                    North         East    Units  Estimated Accuracy
 BV0857;SPC MS W     -   194,350.      747,730.      MT  (+/- 180 meters Scaled)
 BV0857
 BV0857                          SUPERSEDED SURVEY CONTROL
 BV0857
 BV0857  NGVD 29 (??/??/92)   46.841  (m)          153.68   (f) ADJ UNCH    2 0
 BV0857
 BV0857.Superseded values are not recommended for survey control.
 BV0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0857.See file dsdata.txt to determine how the superseded data were derived.
 BV0857
 BV0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV302610(NAD 83)
 BV0857_MARKER: DR = REFERENCE MARK DISK
 BV0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0857_SP_SET: SIDEWALK
 BV0857_STAMPING: COLUMBIA NO II 1934
 BV0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0857
 BV0857  HISTORY     - Date     Condition        Report By
 BV0857  HISTORY     - 1934     MONUMENTED       CGS
 BV0857  HISTORY     - 1969     GOOD             MSHD
 BV0857
 BV0857                          STATION DESCRIPTION
 BV0857
 BV0857'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0857'IN COLUMBIA.
 BV0857'THE MARK IS LOCATED 0.15 MILE NORTHEAST OF THE CENTER OF COLUMBIA IN
 BV0857'THE SOUTHEAST ANGLE OF THE INTERSECTION OF MARY STREET AND H. SCHOOL
 BV0857'AVENUE.  IT IS 154.09 FEET SOUTHEAST OF THE STATION, 13 FEET SOUTH OF
 BV0857'THE CENTER OF MARY STREET, 187 FEET EAST OF THE CENTER OF H. SCHOOL
 BV0857'AVENUE, 87.5 FEET SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 BV0857'SOUTHWEST WING OF THE SCHOOL, 65.5 FEET SOUTHEAST OF A FLAG POLE, 39
 BV0857'FEET EAST NORTHEAST OF A 30 INCH LIVE OAK, 11 FEET WEST OF A UTILITY
 BV0857'POLE WITH A LAMP ON IT, 23 FEET EAST OF THE CENTER OF A DRIVEWAY, 1.8
 BV0857'FEET SOUTH OF THE SOUTH CURB OF MARY STREET, SET IN A DRILLED HOLE IN
 BV0857'AN EAST-WEST SIDEWALK AND IS ABOUT LEVEL WITH THE STREET.  TO REACH
 BV0857'FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA, GO EAST ON BROAD STREET
 BV0857'FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL AVENUE.  TURN LEFT
 BV0857'(NORTH) AND CONTINUE ON H. SCHOOL AVENUE FOR 0.1 MILE TO THE
 BV0857'INTERSECTION OF MARY STREET, AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0859 ***********************************************************************
 BV0859  DESIGNATION -  COLUMBIA RM 3
 BV0859  PID         -  BV0859
 BV0859  STATE/COUNTY-  MS/MARION
 BV0859  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0859
 BV0859                         *CURRENT SURVEY CONTROL
 BV0859  ___________________________________________________________________
 BV0859* NAD 83(1986)-  31 15 08.     (N)    089 49 56.     (W)     SCALED    
 BV0859* NAVD 88     -        46.67   (+/-2cm)     153.1    (feet)  VERTCON   
 BV0859  ___________________________________________________________________
 BV0859  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BV0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0859
 BV0859.The horizontal coordinates were scaled from a topographic map and have
 BV0859.an estimated accuracy of +/- 6 seconds.
 BV0859
 BV0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0859.The vertical order pertains to the NGVD 29 superseded value.
 BV0859
 BV0859.The geoid height was determined by GEOID03.
 BV0859
 BV0859;                    North         East    Units  Estimated Accuracy
 BV0859;SPC MS W     -   194,350.      747,730.      MT  (+/- 180 meters Scaled)
 BV0859
 BV0859                          SUPERSEDED SURVEY CONTROL
 BV0859
 BV0859  NGVD 29 (??/??/92)   46.709  (m)          153.24   (f) ADJ UNCH    2 0
 BV0859
 BV0859.Superseded values are not recommended for survey control.
 BV0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0859.See file dsdata.txt to determine how the superseded data were derived.
 BV0859
 BV0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV302610(NAD 83)
 BV0859_MARKER: DR = REFERENCE MARK DISK
 BV0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0859_SP_SET: SIDEWALK
 BV0859_STAMPING: COLUMBIA NO 3 1934 1969
 BV0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0859
 BV0859  HISTORY     - Date     Condition        Report By
 BV0859  HISTORY     - 1969     MONUMENTED       CGS
 BV0859  HISTORY     - 1969     GOOD             MSHD
 BV0859
 BV0859                          STATION DESCRIPTION
 BV0859
 BV0859'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0859'IN COLUMBIA.
 BV0859'THE MARK IS LOCATED 0.15 MILE NORTHEAST OF THE CENTER OF COLUMBIA IN
 BV0859'THE WALK AT THE SOUTHWEST ENTRANCE TO THE SOUTHWEST WING OF THE
 BV0859'COLUMBIA ELEMENTARY SCHOOL.  IT IS 42.23 FEET NORTH OF THE STATION, 53
 BV0859'FEET EAST OF THE CENTER OF H. SCHOOL AVENUE, 15 FEET WEST OF THE WEST
 BV0859'WALL OF THE SOUTHWEST WING OF THE SCHOOL, 32 FEET NORTHWEST OF THE
 BV0859'SOUTHWEST CORNER OF THE SOUTHWEST WING OF THE SCHOOL, 5 FEET EAST OF
 BV0859'THE CENTER OF A NORTH-SOUTH SIDE WALK, 18.5 FEET EAST OF THE CENTER OF
 BV0859'A DRIVEWAY FOR SCHOOL BUSES, 0.8 FEET EAST OF THE FIRST POST EAST OF
 BV0859'THE SOUTHWEST POST FOR A COVERED WALK SET IN A DRILLED HOLE IN A WALK
 BV0859'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF WALKS AT THE ENTRANCE TO
 BV0859'THE SOUTHWEST WING OF THE SCHOOL AND IS ABOUT 2 FEET ABOVE THE LEVEL
 BV0859'OF THE STREET.  TO REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA
 BV0859'GO EAST ON BROAD STREET FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL
 BV0859'STREET.  TURN LEFT (NORTH) AND CONTINUE ON H. SCHOOL STREET FOR 0.1
 BV0859'MILE TO THE INTERSECTION OF MARY STREET AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1701 ***********************************************************************
 BV1701  DESIGNATION -  COLUMBIA VIDEO CABLE TV MAST
 BV1701  PID         -  BV1701
 BV1701  STATE/COUNTY-  MS/MARION
 BV1701  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1701
 BV1701                         *CURRENT SURVEY CONTROL
 BV1701  ___________________________________________________________________
 BV1701* NAD 83(1993)-  31 16 00.91677(N)    089 49 56.91963(W)     ADJUSTED  
 BV1701* NAVD 88     -              **(meters)            **(feet)            
 BV1701  ___________________________________________________________________
 BV1701  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BV1701  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV1701  HORZ ORDER  -  THIRD
 BV1701
 BV1701.The horizontal coordinates were established by classical geodetic methods
 BV1701.and adjusted by the National Geodetic Survey in May 1994.
 BV1701
 BV1701
 BV1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1701
 BV1701.The geoid height was determined by GEOID03.
 BV1701
 BV1701;                    North         East     Units Scale Factor Converg.
 BV1701;SPC MS W     -   195,977.498   747,697.992   MT  0.99997805   +0 15 35.9
 BV1701;SPC MS W     -   642,969.51  2,453,072.50   sFT  0.99997805   +0 15 35.9
 BV1701;UTM  16      - 3,462,645.953   230,299.595   MT  1.00049729   -1 28 15.7
 BV1701
 BV1701                          SUPERSEDED SURVEY CONTROL
 BV1701
 BV1701  NAD 83(1986)-  31 16 00.93085(N)    089 49 56.91777(W) AD(       ) 4
 BV1701  NAD 27      -  31 16 00.29618(N)    089 49 56.63039(W) AD(       ) 3
 BV1701
 BV1701.Superseded values are not recommended for survey control.
 BV1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1701.See file dsdata.txt to determine how the superseded data were derived.
 BV1701
 BV1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3030062646(NAD 83)
 BV1701_MARKER: 42 = RADIO/TV MAST
 BV1701
 BV1701  HISTORY     - Date     Condition        Report By
 BV1701  HISTORY     - 1965     FIRST OBSERVED   CGS
 BV1701  HISTORY     - 1969     GOOD             MSHD
 BV1701
 BV1701                          STATION DESCRIPTION
 BV1701
 BV1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1701'STATION IS ABOUT 3/4 MILE NORTH OF COLUMBIA ON LAND OWNED BY
 BV1701'MR. GEORGE WESTERFIELD AND ADJOINING THE COLUMBIA COUNTRY CLUB.
 BV1701'
 BV1701'MAST IS A SLENDER, 3 LEGGED STRUCTURE, PAINTED IN ALTERNATE RED
 BV1701'AND WHITE SECTIONS AND IS 420 FEET IN HEIGHT.  THERE IS ONE
 BV1701'FLASHING RED LIGHT ATOP, ONE SET OF RED LIGHTS AT 280 FEET,
 BV1701'AND ONE SET AT 140 FEET.
 BV1701'
 BV1701'POINT INTERSECTED WAS THE LIGHT ATOP.
 BV1701
 BV1701                          STATION RECOVERY (1969)
 BV1701
 BV1701'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1701'THE STATION WAS VISITED 3-6-69 AND THE STATION WAS FOUND IN
 BV1701'GOOD CONDITION.
 BV1701'
 BV1701'THE 1965 DESCRIPTION IS ADEQUATE EXCEPT FOR A TO REACH WHICH
 BV1701'IS NEEDED.
 BV1701'
 BV1701'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COLUMBIA GO
 BV1701'NORTH ON MAIN STREET (MISSISSIPPI HIGHWAY 13) FOR 0.85 MILE TO THE
 BV1701'NEW ORLEANS FURNITURE COMPANY ON THE LEFT AND THE MAST ON THE
 BV1701'RIGHT APPROXIMATELY 100 YARDS EAST OF HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0218 ***********************************************************************
 DJ0218  DESIGNATION -  COLUMBUS
 DJ0218  PID         -  DJ0218
 DJ0218  STATE/COUNTY-  MS/LOWNDES
 DJ0218  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0218
 DJ0218                         *CURRENT SURVEY CONTROL
 DJ0218  ___________________________________________________________________
 DJ0218* NAD 83(1993)-  33 30 32.95151(N)    088 25 24.53479(W)     ADJUSTED  
 DJ0218* NAVD 88     -        78.901  (meters)     258.86   (feet)  ADJUSTED  
 DJ0218  ___________________________________________________________________
 DJ0218  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DJ0218  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0218  DYNAMIC HT  -          78.818 (meters)     258.59  (feet)  COMP
 DJ0218  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DJ0218
 DJ0218  HORZ ORDER  -  FIRST
 DJ0218  VERT ORDER  -  SECOND    CLASS 0
 DJ0218
 DJ0218.The horizontal coordinates were established by classical geodetic methods
 DJ0218.and adjusted by the National Geodetic Survey in May 1994.
 DJ0218
 DJ0218.The orthometric height was determined by differential leveling
 DJ0218.and adjusted in June 1991.
 DJ0218
 DJ0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0218
 DJ0218.The geoid height was determined by GEOID03.
 DJ0218
 DJ0218.The dynamic height is computed by dividing the NAVD 88
 DJ0218.geopotential number by the normal gravity value computed on the
 DJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0218.degrees latitude (g = 980.6199 gals.).
 DJ0218
 DJ0218.The modeled gravity was interpolated from observed gravity values.
 DJ0218
 DJ0218;                    North         East     Units Scale Factor Converg.
 DJ0218;SPC MS E     -   444,581.401   338,078.654   MT  0.99996787   +0 13 34.6
 DJ0218;SPC MS E     - 1,458,597.48  1,109,179.72   sFT  0.99996787   +0 13 34.6
 DJ0218;UTM  16      - 3,708,640.842   367,787.915   MT  0.99981550   -0 47 09.5
 DJ0218
 DJ0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0218!SPC MS E     -   0.99999205  x   0.99996787  =   0.99995992
 DJ0218!UTM  16      -   0.99999205  x   0.99981550  =   0.99980755
 DJ0218
 DJ0218|---------------------------------------------------------------------|
 DJ0218| PID    Reference Object                     Distance      Geod. Az  |
 DJ0218|                                                           dddmmss.s |
 DJ0218| CG1422 COLUMBUS RM 1 RESET                  36.113 METERS 08301     |
 DJ0218| CG1424 COLUMBUS RM 3                        12.828 METERS 16415     |
 DJ0218| DJ1871 COLUMBUS MUNICIPAL TANK             APPROX. 1.5 KM 1941036.2 |
 DJ0218| DJ0217 COLUMBUS AZ MK                                     2672954.3 |
 DJ0218| CG1423 COLUMBUS RM 2                        33.988 METERS 30538     |
 DJ0218|---------------------------------------------------------------------|
 DJ0218
 DJ0218                          SUPERSEDED SURVEY CONTROL
 DJ0218
 DJ0218  NAD 83(1993)-  33 30 32.95767(N)    088 25 24.53419(W) AD(       ) 1
 DJ0218  NAD 83(1986)-  33 30 32.95952(N)    088 25 24.53519(W) AD(       ) 1
 DJ0218  NAD 27      -  33 30 32.52500(N)    088 25 24.38700(W) AD(       ) 1
 DJ0218  NGVD 29 (??/??/92)   78.882  (m)          258.80   (f) ADJ UNCH    2 0
 DJ0218
 DJ0218.Superseded values are not recommended for survey control.
 DJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0218.See file dsdata.txt to determine how the superseded data were derived.
 DJ0218
 DJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6778808641(NAD 83)
 DJ0218_MARKER: DS = TRIANGULATION STATION DISK
 DJ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0218_STAMPING: COLUMBUS 1935
 DJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0218+STABILITY: SURFACE MOTION
 DJ0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0218+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DJ0218
 DJ0218  HISTORY     - Date     Condition        Report By
 DJ0218  HISTORY     - 1935     MONUMENTED       CGS
 DJ0218  HISTORY     - 1936     GOOD             USE
 DJ0218  HISTORY     - 1951     SEE DESCRIPTION  CGS
 DJ0218  HISTORY     - 1952     GOOD             LOCENG
 DJ0218  HISTORY     - 1963     GOOD             MSHD
 DJ0218  HISTORY     - 1964     GOOD             MSHD
 DJ0218  HISTORY     - 1964     GOOD             MSHD
 DJ0218  HISTORY     - 1965     GOOD             CGS
 DJ0218  HISTORY     - 1974     GOOD             MSSU
 DJ0218  HISTORY     - 1980     GOOD             MSSU
 DJ0218  HISTORY     - 1988     GOOD             LOCSUR
 DJ0218  HISTORY     - 20041022 GOOD             MSSU
 DJ0218
 DJ0218                          STATION DESCRIPTION
 DJ0218
 DJ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ0218'IN THE NORTHEAST QUADRANT OF THE CITY PROPERTY KNOWN AS LEE PARK
 DJ0218'WHICH IS IN THE NORTHEAST PART OF THE CITY OF COLUMBUS, ON THE
 DJ0218'HIGHEST POINT IN THE PARK AND ABOUT 0.35 MILE EAST OF THE NORTH
 DJ0218'ENTRANCE TO THE PARK.  STATION IS 25 FEET EAST OF A 20-INCH OAK
 DJ0218'AND 8 FEET SOUTH OF A DIM WOODS-ROAD.
 DJ0218'
 DJ0218'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 DJ0218'COLUMBUS, GO EAST ON SECOND AVENUE NORTH FOR 2 BLOCKS, TURN LEFT
 DJ0218'(NORTH) ON SEVENTH STREET NORTH FOR 0.3 MILE TO A POINT WHERE
 DJ0218'PAVEMENT TURNS SHARP TO THE EAST, KEEP STRAIGHT AHEAD ON GRAVEL
 DJ0218'ROAD (U.S. HIGHWAY 45) FOR 0.35 MILE TO FORKS, TAKE LEFT FORK FOR
 DJ0218'0.05 MILE TO BRICK GATE POSTS AT ENTRANCE TO LEE PARK ON RIGHT,
 DJ0218'TURN THROUGH ENTRANCE AND DOWN STEEP GRADE FOR 0.15 MILE TO
 DJ0218'FORKS, TAKE ROAD SHARP TO THE RIGHT FOR 0.05 MILE TO FORKS, TAKE
 DJ0218'LEFT FORK FOR 0.1 MILE TO TOP OF GRADE, TURN LEFT ON DIM ROAD AT
 DJ0218'TOP OF GRADE FOR 0.05 MILE TO TOP OF HILL AND STATION ON THE
 DJ0218'LEFT.
 DJ0218'
 DJ0218'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ0218'BRONZE DISKS SET IN CONCRETE.
 DJ0218'
 DJ0218'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 8 FEET NORTH OF
 DJ0218'DIM WOODS-ROAD AND ABOUT 30 FEET NORTHWEST OF A 24-INCH OAK.
 DJ0218'
 DJ0218'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, AT THE SAME ELEVATION,
 DJ0218'6 FEET SOUTHEAST OF 15-INCH HICKORY.
 DJ0218'
 DJ0218'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, IN A CONCRETE CULVERT
 DJ0218'WALL ON THE EAST SIDE OF OLD ABERDEEN ROAD, ABOUT 50 FEET NORTH OF
 DJ0218'NORTH ENTRANCE TO LEE PARK, 15 FEET EAST OF CENTER LINE OF OLD
 DJ0218'ABERDEEN ROAD, AND ABOUT 20 FEET NORTH OF THE CENTER LINE OF
 DJ0218'NARROW ROAD LEADING INTO LEE PARK.
 DJ0218'
 DJ0218'A 90-FOOT TOWER REQUIRED.
 DJ0218'
 DJ0218'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DJ0218
 DJ0218                          STATION RECOVERY (1936)
 DJ0218
 DJ0218'RECOVERY NOTE BY US ENGINEERS 1936
 DJ0218'STATION RECOVERED IN GOOD CONDITION.  THE MARK IS STAMPED COLUMBUS.
 DJ0218
 DJ0218                          STATION RECOVERY (1951)
 DJ0218
 DJ0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DJ0218'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DJ0218'DUE TO CHANGES IN THE VICINITY THE ORIGINAL DESCRIPTION IS NO
 DJ0218'LONGER ADEQUATE.
 DJ0218'
 DJ0218'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF
 DJ0218'COLUMBUS, IN LEE PARK IN FRONT OF 1016 PARK CIRCLE DRIVE NOW OWNED
 DJ0218'BY MR. J.A. MC HARG.
 DJ0218'
 DJ0218'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBUS, GO EAST ON
 DJ0218'U.S. HIGHWAY 82 FOR 1 BLOCK TO NORTH SEVENTH AVENUE, TURN LEFT AND
 DJ0218'GO NORTH ON NORTH SEVENTH AVENUE FOR 1 MILE TO THE ENTRANCE TO
 DJ0218'LEE PARK ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, TURN
 DJ0218'RIGHT, EAST AND NORTH, AND FOLLOW PARK CIRCLE DRIVE FOR 0.3 MILE TO
 DJ0218'THE STATION ON THE LEFT.
 DJ0218'
 DJ0218'THE STATION MARK IS SET IN THE CENTER OF A CONCRETE WALK EXTENDING
 DJ0218'FROM MR. MC HARGS HOUSE TO THE STREET.  THE SURFACE MARK WAS REMOVED
 DJ0218'BY THIS PARTY AND 13-1/2 INCHES WERE CHIPPED OFF THE BOTTOM OF THE
 DJ0218'CONCRETE BLOCK.  IT WAS THEN REPLACED WITH THE DISK CENTERED OVER
 DJ0218'THE UNDERGROUND MARK AND FLUSH WITH THE WALK LEVEL.  IT IS A
 DJ0218'STANDARD DISK STAMPED COLUMBUS 1935.
 DJ0218'
 DJ0218'REFERENCE MARK NO. 1 IS 118.48 FEET (36.112 METERS) EAST-SOUTHEAST
 DJ0218'OF THE STATION, 46 FEET NORTH OF A GRAVEL ROAD, 30.5 FEET WEST
 DJ0218'OF A 2-FOOT OAK TREE AND 22.2 FEET SOUTH OF THE SOUTHWEST CORNER
 DJ0218'OF A WHITE BRICK HOUSE (1015 PARK CIRCLE DRIVE).  IT IS A STANDARD
 DJ0218'BRONZE DISK SET IN THE TOP OF A CONCRETE BLOCK, FLUSH WITH THE
 DJ0218'GROUND, AND STAMPED COLUMBUS NO 1 1935.  THIS MARK WAS LOWERED
 DJ0218'IN ITS ORIGINAL LOCATION BY THIS PARTY.
 DJ0218'
 DJ0218'REFERENCE MARK NO. 2 IS 28.3 FEET SOUTHWEST OF THE NORTHWEST CORNER
 DJ0218'OF MR. MC HARGS HOUSE WHICH IS BETWEEN THE REFERENCE MARK AND THE
 DJ0218'STATION.  IT IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 DJ0218'CONCRETE BLOCK, PROJECTS 6 INCHES, AND IS STAMPED COLUMBUS NO 2
 DJ0218'1935
 DJ0218'
 DJ0218'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE
 DJ0218'STATION, 75 FEET NORTH OF THE CENTER OF THE LEE PARK ENTRANCE, IN
 DJ0218'THE APPROXIMATE CENTER OF THE TOP OF THE EAST HEADWALL OF A
 DJ0218'CONCRETE CULVERT.  IT IS A STANDARD REFERENCE DISK SET IN A DRILL
 DJ0218'HOLE, FLUSH WITH THE CONCRETE AND STAMPED COLUMBUS AZI 1935
 DJ0218
 DJ0218                          STATION RECOVERY (1952)
 DJ0218
 DJ0218'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (JAM)
 DJ0218'LETTER OF MR. J.A. MC HARG, J.C. PENNEY CO., INC., COLUMBUS, MISS.,
 DJ0218'DATED SEPTEMBER 5, 1952-
 DJ0218'
 DJ0218'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO THE CONSTRUCTION OF A
 DJ0218'DRIVEWAY ON THE SIDE OF MR. MC HARGS HOUSE, 1009 PARK CIRCLE DRIVE.
 DJ0218'
 DJ0218'REFERENCE MARK DISK STAMPED COLUMBUS NO. 2 1935 RECEIVED AT THIS
 DJ0218'OFFICE 10/29/52.
 DJ0218
 DJ0218                          STATION RECOVERY (1963)
 DJ0218
 DJ0218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0218'THE STATION WAS VISITED 4-12-63 AND THE STATION, RM 1 AND
 DJ0218'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM 2 HAD BEEN DESTROYED
 DJ0218'BY DRIVEWAY CONSTRUCTION.
 DJ0218'
 DJ0218'WITH THIS EXCEPTION THE 1951 RECOVERY BY V.R.S. IS ADEQUATE.
 DJ0218
 DJ0218                          STATION RECOVERY (1964)
 DJ0218
 DJ0218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0218'THE STATION WAS VISITED AND THE STATION AND AZIMUTH MARK WERE FOUND
 DJ0218'IN GOOD CONDITION.  R.M. 1 AND R.M. 2 WERE NOT FOUND.
 DJ0218'
 DJ0218'THE STATION MARK IS SURROUNDED BY A CONCRETE SIDEWALK LEAVING THE
 DJ0218'DISK FLUSH WITH THE SIDEWALKS SURFACE.
 DJ0218'
 DJ0218'THE 1950 TO REACH BY V.R.S. IS ADEQUATE.
 DJ0218'
 DJ0218'SECOND ORDER LEVELS WERE RUN ON THE STATION AND AZIMUTH MARKS AND
 DJ0218'ELEVATIONS ESTABLISHED AT THIS TIME.
 DJ0218
 DJ0218                          STATION RECOVERY (1964)
 DJ0218
 DJ0218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0218'1.4 MI N FROM COLUMBUS.
 DJ0218'THE MARK IS LOCATED IN THE NORTH SECTION OF COLUMBUS ON PROPERTY OWNED
 DJ0218'BY MR. J. A. MCHARG.  TO REACH THE MARK FROM THE POST OFFICE IN
 DJ0218'COLUMBUS GO EAST ON U.S. HIGHWAY 82 FOR ONE BLOCK TO NORTH SEVENTH
 DJ0218'AVENUE, TURN LEFT, NORTH, AND GO 1.0 MILE TO PARK CIRCLE DRIVE AND THE
 DJ0218'AZIMUTH MARK ON THE RIGHT, TURN RIGHT AND GO NORTHEAST 0.3 MILE TO THE
 DJ0218'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A CONCRETE
 DJ0218'POST.  A SIDEWALK HAS BEEN BUILT AROUND THE MARK LEAVING THE DISK
 DJ0218'FLUSH WITH ITS SURFACE, IT IS IN THE CENTER OF THE WALK EXTENDING FROM
 DJ0218'MR. MCHARGS HOUSE, (1009 PARK CIRCLE DRIVE).
 DJ0218
 DJ0218                          STATION RECOVERY (1965)
 DJ0218
 DJ0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 DJ0218'THE STATION WAS VISITED 3-30-65 AND STATION MARK, REFERENCE MARK
 DJ0218'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 DJ0218'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY HOUSES AND TREES.
 DJ0218'REFERENCE MARK NO. 2 HAD PREVIOUSLY BEEN DESTROYED AND THE DISK
 DJ0218'RECLAIMED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 DJ0218'THE STATION MARK WAS STAMPED 1951 AT THIS DATE.
 DJ0218'
 DJ0218'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF COLUMBUS, IN
 DJ0218'LEE PARK, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY IN THE
 DJ0218'CENTER OF THE SIDEWALK LEADING TO THE HOUSE AT 1009 PARK CIRCLE,
 DJ0218'OWNED BY MR. J.A. MC HARG, 35 FEET SOUTH OF SE CORNER OF HOUSE
 DJ0218'AT 1009 PARK CIRCLE, 7.5 FEET E OF THE PROJECTED PLANE OF THE
 DJ0218'EAST WALL OF THE HOUSE, 34 FEET N OF THE CENTERLINE OF A CIRCLE
 DJ0218'DRIVE IN FRONT OF HOUSE, 20 FEET NE OF A 2 FOOT OAK TREE, 47
 DJ0218'FEET E OF A 2 FOOT OAK TREE IN YARD, 12 FEET NNE OF A YARD
 DJ0218'LIGHT.  IT IS A STANDARD DISK STAMPED COLUMBUS 1935 1951, FLUSH
 DJ0218'WITH SURFACE OF SIDEWALK
 DJ0218'
 DJ0218'REFERENCE MARK NO. 1 IS 110.98 FEET ESE OF STATION, 30.5 FEET WNW
 DJ0218'OF A 2 FOOT OAK TREE, 22 FEET S OF SOUTHWEST CORNER OF A WHITE
 DJ0218'BRICK HOUSE AT 1015 PARK CIRCLE DRIVE, 3 FEET W OF PROJECTED PLANE
 DJ0218'OF WEST WALL OF HOUSE, 45 FEET N OF THE CENTERLINE OF PARK CIRCLE
 DJ0218'DRIVE.  IT IS A STANDARD DISK STAMPED COLUMBUS NO. 1 1935,
 DJ0218'4-INCHES BELOW SURFACE OF GROUND.
 DJ0218'
 DJ0218'REFERENCE MARK NO. 3 IS 41.09 FEET S OF STATION ABOUT 3 FEET LOWER
 DJ0218'THAN STATION, 10 FEET S OF THE CENTERLINE OF DRIVE, 10 FEET E OF
 DJ0218'PROJECTED PLANE OF EAST SIDE OF SIDEWALK LEADING TO THE MC HARG
 DJ0218'HOUSE, 10 FEET E OF AN 18-INCH OAK TREE, 10 FEET W OF A 16-INCH
 DJ0218'TREE, 4 FEET W OF ANCHOR FOR TELEPHONE POLE, 16 FEET N OF THE
 DJ0218'CENTERLINE OF A TURN AROUND.  IT IS A STANDARD DISK STAMPED
 DJ0218'COLUMBUS NO. 3 1935 1951.
 DJ0218'
 DJ0218'THE AZIMUTH MARK IS ABOUT 0.25 MILE SW OF STATION, 75 FEET N OF
 DJ0218'THE CENTERLINE OF LEE PARK CIRCLE, 15 FEET N OF NORTH ONE OF TWO
 DJ0218'BRICK PILLARS, 12 FEET E OF THE CENTERLINE OF SEVENTH STREET.  IT
 DJ0218'IS A STANDARD REFERENCE MARK DISK STAMPED COLUMBUS AZI 1935.
 DJ0218'
 DJ0218'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBUS, GO EAST ON
 DJ0218'U.S. HIGHWAY 88 FOR 1 BLOCK TO NORTH SEVENTH AVENUE, TURN LEFT AND
 DJ0218'GO 1 MILE TO THE ENTRANCE TO LEE PARK AND AZIMUTH MARK, TURN RIGHT
 DJ0218'AND GO EAST AND NORTH ON PARK CIRCLE FOR 0.3 MILE, TURN LEFT UP
 DJ0218'HILL FOR 75 YARDS TO STATION ON THE LEFT.
 DJ0218
 DJ0218                          STATION RECOVERY (1974)
 DJ0218
 DJ0218'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (BD)
 DJ0218'COLUMBUS 1935 1951 RECOVERED GOOD.
 DJ0218'
 DJ0218'COLUMBUS NO 1 1935 RECOVERED GOOD.
 DJ0218'
 DJ0218'COLUMBUS NO 3 1935 1951 RECOVERED GOOD.
 DJ0218'
 DJ0218'COLUMBUS AZI 1935 RECOVERED GOOD.
 DJ0218
 DJ0218                          STATION RECOVERY (1980)
 DJ0218
 DJ0218'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ0218'STATION, REFERENCE MARKS 1, 3, AND AZIMUTH MARK RECOVERED IN GOOD
 DJ0218'CONDITION.
 DJ0218
 DJ0218                          STATION RECOVERY (1988)
 DJ0218
 DJ0218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (LH)
 DJ0218'RECOVERED IN GOOD CONDITION.
 DJ0218
 DJ0218                          STATION RECOVERY (2004)
 DJ0218
 DJ0218'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (MM)
 DJ0218'THE STATION MARK IS AT 1009 PARK CIRCLE DRIVE, THE RESIDENCE OF
 DJ0218'DR.WALT AND MARGARET PORTER. THE CONCRETE WALKWAY HAS BEEN REMOVED AND
 DJ0218'SOD INSTALLED. THE MARKER IS JUST BELOW THE SOD ROOT ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1812 ***********************************************************************
 DJ1812  DESIGNATION -  COLUMBUS AFB TANK BCN
 DJ1812  PID         -  DJ1812
 DJ1812  STATE/COUNTY-  MS/LOWNDES
 DJ1812  USGS QUAD   -  HAMILTON (1987)
 DJ1812
 DJ1812                         *CURRENT SURVEY CONTROL
 DJ1812  ___________________________________________________________________
 DJ1812* NAD 83(1993)-  33 37 59.03479(N)    088 26 37.36746(W)     ADJUSTED  
 DJ1812* NAVD 88     -              **(meters)            **(feet)            
 DJ1812  ___________________________________________________________________
 DJ1812  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DJ1812  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DJ1812  HORZ ORDER  -  THIRD
 DJ1812
 DJ1812.The horizontal coordinates were established by classical geodetic methods
 DJ1812.and adjusted by the National Geodetic Survey in May 1994.
 DJ1812
 DJ1812
 DJ1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1812
 DJ1812.The geoid height was determined by GEOID03.
 DJ1812
 DJ1812;                    North         East     Units Scale Factor Converg.
 DJ1812;SPC MS E     -   458,317.258   336,147.306   MT  0.99996610   +0 12 56.9
 DJ1812;SPC MS E     - 1,503,662.54  1,102,843.29   sFT  0.99996610   +0 12 56.9
 DJ1812;UTM  16      - 3,722,406.677   366,100.175   MT  0.99982104   -0 47 59.1
 DJ1812
 DJ1812                          SUPERSEDED SURVEY CONTROL
 DJ1812
 DJ1812  NAD 83(1993)-  33 37 59.03942(N)    088 26 37.36612(W) AD(       ) 4
 DJ1812  NAD 83(1986)-  33 37 59.04226(N)    088 26 37.36735(W) AD(       ) 4
 DJ1812  NAD 27      -  33 37 58.62100(N)    088 26 37.22000(W) AD(       ) 3
 DJ1812
 DJ1812.Superseded values are not recommended for survey control.
 DJ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1812.See file dsdata.txt to determine how the superseded data were derived.
 DJ1812
 DJ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6610022407(NAD 83)
 DJ1812_MARKER: 53 = ELEVATED TANK
 DJ1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1812+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 DJ1812
 DJ1812  HISTORY     - Date     Condition        Report By
 DJ1812  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1812  HISTORY     - 1960     GOOD             CGS
 DJ1812  HISTORY     - 1963     GOOD             MSHD
 DJ1812  HISTORY     - 1965     GOOD             CGS
 DJ1812  HISTORY     - 20051125 GOOD             MSSU
 DJ1812
 DJ1812                          STATION DESCRIPTION
 DJ1812
 DJ1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1812'THE STATION IS LOCATED ON THE COLUMBUS AIR FORCE BASE, JUST SOUTH OF
 DJ1812'THE SOUTH EDGE OF THE RUNWAY.
 DJ1812'
 DJ1812'IT IS AN EIGHT-LEGGED STEEL STRUCTURE, ABOUT 150 FEET HIGH, PAINTED
 DJ1812'CHECKERED ORANGE AND WHITE, AND HAS A REVOLVING LIGHT ON ITS TOP.
 DJ1812'
 DJ1812'THE POINT INTERSECTED WAS THE CENTER OF THE LIGHT ON TOP.
 DJ1812
 DJ1812                          STATION RECOVERY (1960)
 DJ1812
 DJ1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ1812'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 DJ1812'IS ADEQUATE.
 DJ1812
 DJ1812                          STATION RECOVERY (1963)
 DJ1812
 DJ1812'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1812'THE STATION WAS VISITED 3-12-63 AND FOUND IN GOOD CONDITION.
 DJ1812'THE 1949 DESCRIPTION BY V.R.S. IS ADEQUATE.
 DJ1812
 DJ1812                          STATION RECOVERY (1965)
 DJ1812
 DJ1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 DJ1812'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION IS
 DJ1812'ADEQUATE.
 DJ1812
 DJ1812                          STATION RECOVERY (2005)
 DJ1812
 DJ1812'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (JJ)
 DJ1812'TOWER IS NOT ORANGE AND WHITE ANYMORE. IT IS TAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1861 ***********************************************************************
 DJ1861  DESIGNATION -  COLUMBUS AMERICAN BOSCH TANK
 DJ1861  PID         -  DJ1861
 DJ1861  STATE/COUNTY-  MS/LOWNDES
 DJ1861  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1861
 DJ1861                         *CURRENT SURVEY CONTROL
 DJ1861  ___________________________________________________________________
 DJ1861* NAD 83(1993)-  33 29 27.31980(N)    088 22 42.36164(W)     ADJUSTED  
 DJ1861* NAVD 88     -              **(meters)            **(feet)            
 DJ1861  ___________________________________________________________________
 DJ1861  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DJ1861  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ1861  HORZ ORDER  -  THIRD
 DJ1861
 DJ1861.The horizontal coordinates were established by classical geodetic methods
 DJ1861.and adjusted by the National Geodetic Survey in May 1994.
 DJ1861
 DJ1861
 DJ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1861
 DJ1861.The geoid height was determined by GEOID03.
 DJ1861
 DJ1861;                    North         East     Units Scale Factor Converg.
 DJ1861;SPC MS E     -   442,576.849   342,272.896   MT  0.99997202   +0 15 03.7
 DJ1861;SPC MS E     - 1,452,020.88  1,122,940.33   sFT  0.99997202   +0 15 03.7
 DJ1861;SPC AL W     -   387,401.761   518,369.360   MT  1.00001546   -0 29 05.1
 DJ1861;UTM  16      - 3,706,562.860   371,945.428   MT  0.99980216   -0 45 38.6
 DJ1861
 DJ1861                          SUPERSEDED SURVEY CONTROL
 DJ1861
 DJ1861  NAD 83(1993)-  33 29 27.32271(N)    088 22 42.36212(W) AD(       ) 4
 DJ1861  NAD 83(1986)-  33 29 27.32654(N)    088 22 42.36228(W) AD(       ) 4
 DJ1861  NAD 27      -  33 29 26.90000(N)    088 22 42.22100(W) AD(       ) 3
 DJ1861
 DJ1861.Superseded values are not recommended for survey control.
 DJ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1861.See file dsdata.txt to determine how the superseded data were derived.
 DJ1861
 DJ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7194506563(NAD 83)
 DJ1861_MARKER: 53 = ELEVATED TANK
 DJ1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1861+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2007
 DJ1861
 DJ1861  HISTORY     - Date     Condition        Report By
 DJ1861  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1861  HISTORY     - 1960     GOOD             CGS
 DJ1861  HISTORY     - 1963     GOOD             MSHD
 DJ1861  HISTORY     - 20071125 GOOD             GEOCAC
 DJ1861
 DJ1861                          STATION DESCRIPTION
 DJ1861
 DJ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1861'STATION IS THE CENTER OF THE AMERICAN BOSCH CO. WATER TANK,
 DJ1861'LOCATED ABOUT 2-1/2 MILES EAST OF COLUMBUS, ABOUT 600 FEET EAST
 DJ1861'OF THE CENTER OF MC CRARY STREET AND 50 FEET SOUTH OF THE CENTER
 DJ1861'OF A PAVED ROAD.  IT IS A LARGE STEEL TANK, WITH AN OVAL BOTTOM
 DJ1861'AND TOP, ATOP A 6 LEGGED TUBULAR STEEL STRUCTURE AND IS ABOUT 130
 DJ1861'FEET HIGH.  THE LEGS ARE PAINTED IN ALTERNATE SECTIONS OF RED
 DJ1861'AND WHITE.  THE TANK HAS A RED TOP AND RED BOTTOM AND THE
 DJ1861'VERTICAL SIDES ARE PAINTED WHITE WITH THE LEGEND AB PAINTED IN
 DJ1861'BLACK AND AMERICAN BOSCH ENCIRCLING THE AB, THIS IS PAINTED ON
 DJ1861'THE EAST AND WEST SIDES.  A RED LIGHT IS MOUNTED NEAR THE
 DJ1861'CENTER OF THE TOP OF THE TANK.
 DJ1861'
 DJ1861'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DJ1861'MC CRARY 2 TO THE CENTER OF THE FEED PIPE AND THE DISTANCE IS
 DJ1861'584.8 FEET (178.26 METERS) EAST OF STATION MC CRARY 2.
 DJ1861'
 DJ1861'THE POINT OBSERVED ON WAS THE CENTER OF A SMALL CAP AT THE TOP
 DJ1861'OF THE ROOF.
 DJ1861
 DJ1861                          STATION RECOVERY (1960)
 DJ1861
 DJ1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1861'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DJ1861
 DJ1861                          STATION RECOVERY (1963)
 DJ1861
 DJ1861'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1861'THE STATION WAS VISITED 4-9-63 AND FOUND IN GOOD CONDITION.
 DJ1861'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ1861
 DJ1861                          STATION RECOVERY (2007)
 DJ1861
 DJ1861'RECOVERY NOTE BY GEOCACHING 2007
 DJ1861'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0217 ***********************************************************************
 DJ0217  DESIGNATION -  COLUMBUS AZ MK
 DJ0217  PID         -  DJ0217
 DJ0217  STATE/COUNTY-  MS/LOWNDES
 DJ0217  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0217
 DJ0217                         *CURRENT SURVEY CONTROL
 DJ0217  ___________________________________________________________________
 DJ0217* NAD 83(1986)-  33 30 32.     (N)    088 25 33.     (W)     SCALED    
 DJ0217* NAVD 88     -        55.329  (meters)     181.53   (feet)  ADJUSTED  
 DJ0217  ___________________________________________________________________
 DJ0217  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0217  DYNAMIC HT  -          55.270 (meters)     181.33  (feet)  COMP
 DJ0217  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DJ0217
 DJ0217  VERT ORDER  -  SECOND    CLASS 0
 DJ0217
 DJ0217.The horizontal coordinates were scaled from a topographic map and have
 DJ0217.an estimated accuracy of +/- 6 seconds.
 DJ0217
 DJ0217.The orthometric height was determined by differential leveling
 DJ0217.and adjusted in June 1991.
 DJ0217
 DJ0217.The geoid height was determined by GEOID03.
 DJ0217
 DJ0217.The dynamic height is computed by dividing the NAVD 88
 DJ0217.geopotential number by the normal gravity value computed on the
 DJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0217.degrees latitude (g = 980.6199 gals.).
 DJ0217
 DJ0217.The modeled gravity was interpolated from observed gravity values.
 DJ0217
 DJ0217;                    North         East    Units  Estimated Accuracy
 DJ0217;SPC MS E     -   444,550.      337,860.      MT  (+/- 180 meters Scaled)
 DJ0217
 DJ0217                          SUPERSEDED SURVEY CONTROL
 DJ0217
 DJ0217  NGVD 29 (??/??/92)   55.310  (m)          181.46   (f) ADJ UNCH    2 0
 DJ0217
 DJ0217.Superseded values are not recommended for survey control.
 DJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0217.See file dsdata.txt to determine how the superseded data were derived.
 DJ0217
 DJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC675086(NAD 83)
 DJ0217_MARKER: DZ = AZIMUTH MARK DISK
 DJ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0217_SP_SET: CULVERT
 DJ0217_STAMPING: COLUMBUS AZI 1935
 DJ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0217
 DJ0217  HISTORY     - Date     Condition        Report By
 DJ0217  HISTORY     - 1935     MONUMENTED       CGS
 DJ0217  HISTORY     - 1964     GOOD             MSHD
 DJ0217
 DJ0217                          STATION DESCRIPTION
 DJ0217
 DJ0217'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0217'1.0 MI N FROM COLUMBUS.
 DJ0217'TO REACH THE MARK FROM THE POST OFFICE IN COLUMBUS GO EAST ON U. S.
 DJ0217'HIGHWAY 82 FOR ONE BLOCK TO NORTH SEVENTH AVENUE, TURN LEFT, NORTH AND
 DJ0217'GO 1.0 MILE TO PARK CIRCLE DRIVE AND THE MARK ON THE RIGHT.  THE MARK
 DJ0217'IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE APPROXIMATE CENTER OF
 DJ0217'THE TOP OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT, 75 FEET NORTH
 DJ0217'OF THE CENTER OF PARK CIRCLE DRIVE AND 18 FEET EAST OF THE CENTER OF
 DJ0217'NORTH SEVENTH AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1873 ***********************************************************************
 DJ1873  DESIGNATION -  COLUMBUS COMP AND WHSE TANK
 DJ1873  PID         -  DJ1873
 DJ1873  STATE/COUNTY-  MS/LOWNDES
 DJ1873  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1873
 DJ1873                         *CURRENT SURVEY CONTROL
 DJ1873  ___________________________________________________________________
 DJ1873* NAD 83(1993)-  33 29 13.52160(N)    088 25 15.43219(W)     ADJUSTED  
 DJ1873* NAVD 88     -              **(meters)            **(feet)            
 DJ1873  ___________________________________________________________________
 DJ1873  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DJ1873  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ1873  HORZ ORDER  -  THIRD
 DJ1873
 DJ1873.The horizontal coordinates were established by classical geodetic methods
 DJ1873.and adjusted by the National Geodetic Survey in May 1994.
 DJ1873
 DJ1873
 DJ1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1873
 DJ1873.The geoid height was determined by GEOID03.
 DJ1873
 DJ1873;                    North         East     Units Scale Factor Converg.
 DJ1873;SPC MS E     -   442,135.252   338,323.295   MT  0.99996810   +0 13 39.1
 DJ1873;SPC MS E     - 1,450,572.07  1,109,982.34   sFT  0.99996810   +0 13 39.1
 DJ1873;SPC AL W     -   387,010.896   514,414.220   MT  1.00002361   -0 30 29.4
 DJ1873;UTM  16      - 3,706,191.128   367,989.286   MT  0.99981485   -0 47 02.8
 DJ1873
 DJ1873                          SUPERSEDED SURVEY CONTROL
 DJ1873
 DJ1873  NAD 83(1993)-  33 29 13.52534(N)    088 25 15.43324(W) AD(       ) 4
 DJ1873  NAD 83(1986)-  33 29 13.52901(N)    088 25 15.43304(W) AD(       ) 4
 DJ1873  NAD 27      -  33 29 13.10300(N)    088 25 15.27800(W) AD(       ) 3
 DJ1873
 DJ1873.Superseded values are not recommended for survey control.
 DJ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1873.See file dsdata.txt to determine how the superseded data were derived.
 DJ1873
 DJ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6798906191(NAD 83)
 DJ1873_MARKER: 53 = ELEVATED TANK
 DJ1873
 DJ1873  HISTORY     - Date     Condition        Report By
 DJ1873  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1873  HISTORY     - 1955     GOOD             CGS
 DJ1873  HISTORY     - 1960     GOOD             CGS
 DJ1873  HISTORY     - 1963     GOOD             MSHD
 DJ1873
 DJ1873                          STATION DESCRIPTION
 DJ1873
 DJ1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1873'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF COLUMBUS.
 DJ1873'
 DJ1873'IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH, PAINTED
 DJ1873'BLACK, AND THE NAME COLUMBUS COMPRESS AND WAREHOUSE CO. APPEARS
 DJ1873'ON ITS SIDE.
 DJ1873'
 DJ1873'THE POINT INTERSECTED WAS THE CENTER OF THE FINIAL.
 DJ1873
 DJ1873                          STATION RECOVERY (1955)
 DJ1873
 DJ1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1873'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 DJ1873'IS ADEQUATE WITH THE FOLLOWING CHANGES.  THE TANK IS PAINTED
 DJ1873'SILVER AND THE LEGEND IS PAINTED IN BLACK LETTERS ON THE
 DJ1873'NORTHWEST AND SOUTHEAST SIDES.  IT IS A MEDIUM SIZED TANK WITH A
 DJ1873'CONICAL ROOF AND OVAL BOTTOM, ABOUT 125 FEET HIGH, BUILT IN
 DJ1873'1935.
 DJ1873
 DJ1873                          STATION RECOVERY (1960)
 DJ1873
 DJ1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1873'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.L.J. IN
 DJ1873'1955, WITH THE FOLLOWING ADDITION- THE TANK IS LOCATED IN THE
 DJ1873'SE CORNER OF THE INTERSECTION OF S. 9TH AVENUE AND S. 10TH STREET
 DJ1873'IN COLUMBUS.
 DJ1873
 DJ1873                          STATION RECOVERY (1963)
 DJ1873
 DJ1873'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1873'THE STATION WAS VISITED 3-15-63 AND FOUND IN GOOD CONDITION.
 DJ1873'THE 1955 RECOVERY BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1875 ***********************************************************************
 DJ1875  DESIGNATION -  COLUMBUS FIRST METH CH SPIRE
 DJ1875  PID         -  DJ1875
 DJ1875  STATE/COUNTY-  MS/LOWNDES
 DJ1875  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1875
 DJ1875                         *CURRENT SURVEY CONTROL
 DJ1875  ___________________________________________________________________
 DJ1875* NAD 83(1993)-  33 29 42.40258(N)    088 25 35.76216(W)     ADJUSTED  
 DJ1875* NAVD 88     -              **(meters)            **(feet)            
 DJ1875  ___________________________________________________________________
 DJ1875  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DJ1875  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ1875  HORZ ORDER  -  THIRD
 DJ1875
 DJ1875.The horizontal coordinates were established by classical geodetic methods
 DJ1875.and adjusted by the National Geodetic Survey in May 1994.
 DJ1875
 DJ1875
 DJ1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1875
 DJ1875.The geoid height was determined by GEOID03.
 DJ1875
 DJ1875;                    North         East     Units Scale Factor Converg.
 DJ1875;SPC MS E     -   443,022.947   337,795.000   MT  0.99996760   +0 13 28.1
 DJ1875;SPC MS E     - 1,453,484.45  1,108,249.10   sFT  0.99996760   +0 13 28.1
 DJ1875;SPC AL W     -   387,905.353   513,897.337   MT  1.00002470   -0 30 41.0
 DJ1875;UTM  16      - 3,707,087.877   367,476.825   MT  0.99981652   -0 47 14.7
 DJ1875
 DJ1875                          SUPERSEDED SURVEY CONTROL
 DJ1875
 DJ1875  NAD 83(1993)-  33 29 42.40630(N)    088 25 35.76325(W) AD(       ) 4
 DJ1875  NAD 83(1986)-  33 29 42.40992(N)    088 25 35.76306(W) AD(       ) 4
 DJ1875  NAD 27      -  33 29 41.98700(N)    088 25 35.60700(W) AD(       ) 3
 DJ1875
 DJ1875.Superseded values are not recommended for survey control.
 DJ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1875.See file dsdata.txt to determine how the superseded data were derived.
 DJ1875
 DJ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6747707088(NAD 83)
 DJ1875_MARKER: 90 = CHURCH SPIRE
 DJ1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1875+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DJ1875
 DJ1875  HISTORY     - Date     Condition        Report By
 DJ1875  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1875  HISTORY     - 1955     GOOD             CGS
 DJ1875  HISTORY     - 1960     GOOD             CGS
 DJ1875  HISTORY     - 1963     GOOD             MSHD
 DJ1875  HISTORY     - 1966     GOOD             CGS
 DJ1875  HISTORY     - 20030618 GOOD             CGS
 DJ1875  HISTORY     - 20051203 GOOD             MSSU
 DJ1875
 DJ1875                          STATION DESCRIPTION
 DJ1875
 DJ1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1875'THE STATION IS LOCATED IN THE CENTRAL PART OF COLUMBUS, ON THE
 DJ1875'CORNER OF U.S. HIGHWAY 82 AND 6TH AVENUE.
 DJ1875'
 DJ1875'IT IS A RED BRICK BUILDING WITH A SILVER PAINTED SPIRE ABOUT 120
 DJ1875'FEET HIGH.
 DJ1875'
 DJ1875'THE POINT INTERSECTED WAS THE TOP OF THE SPIRE.
 DJ1875
 DJ1875                          STATION RECOVERY (1955)
 DJ1875
 DJ1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1875'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 DJ1875'IS ADEQUATE WITH THE FOLLOWING CHANGES.  IT IS LOCATED AT THE
 DJ1875'SOUTHEAST CORNER OF 1ST. AVE. AND S. 6TH. STREET.
 DJ1875
 DJ1875                          STATION RECOVERY (1960)
 DJ1875
 DJ1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1875'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY V.R.S. IN
 DJ1875'1949.
 DJ1875
 DJ1875                          STATION RECOVERY (1963)
 DJ1875
 DJ1875'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1875'THE STATION WAS VISITED 3-12-63 AND FOUND IN GOOD CONDITION.
 DJ1875'THE ORIGINAL DESCRIPTION AND 1955 RECOVERY IS ADEQUATE.
 DJ1875
 DJ1875                          STATION RECOVERY (1966)
 DJ1875
 DJ1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 DJ1875'THE STATION WAS RECOVERED AS DESCRIBED.
 DJ1875'
 DJ1875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- STATION LOCATED
 DJ1875'IN COLUMBUS, MISS.
 DJ1875
 DJ1875                          STATION RECOVERY (2003)
 DJ1875
 DJ1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2003 (CLG)
 DJ1875'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1955.
 DJ1875
 DJ1875                          STATION RECOVERY (2005)
 DJ1875
 DJ1875'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (MP)
 DJ1875'THE MARK IS LOCATED AT THE TOP OF THE SPIRE ON THE FIRST UNITED
 DJ1875'METHODIST CHURCH.  IT IS IN THE SE CORNER OF THE INTERSECTION OF MAIN
 DJ1875'STREET AND 6TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1804 ***********************************************************************
 DJ1804  DESIGNATION -  COLUMBUS LOOKOUT TOWER
 DJ1804  PID         -  DJ1804
 DJ1804  STATE/COUNTY-  MS/LOWNDES
 DJ1804  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1804
 DJ1804                         *CURRENT SURVEY CONTROL
 DJ1804  ___________________________________________________________________
 DJ1804* NAD 83(1993)-  33 33 53.36272(N)    088 26 05.38328(W)     ADJUSTED  
 DJ1804* NAVD 88     -              **(meters)            **(feet)            
 DJ1804  ___________________________________________________________________
 DJ1804  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DJ1804  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ1804  HORZ ORDER  -  THIRD
 DJ1804
 DJ1804.The horizontal coordinates were established by classical geodetic methods
 DJ1804.and adjusted by the National Geodetic Survey in May 1994.
 DJ1804
 DJ1804
 DJ1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1804
 DJ1804.The geoid height was determined by GEOID03.
 DJ1804
 DJ1804;                    North         East     Units Scale Factor Converg.
 DJ1804;SPC MS E     -   450,751.606   337,000.708   MT  0.99996687   +0 13 13.2
 DJ1804;SPC MS E     - 1,478,840.89  1,105,643.16   sFT  0.99996687   +0 13 13.2
 DJ1804;UTM  16      - 3,714,828.210   366,819.366   MT  0.99981867   -0 47 36.3
 DJ1804
 DJ1804                          SUPERSEDED SURVEY CONTROL
 DJ1804
 DJ1804  NAD 83(1993)-  33 33 53.36740(N)    088 26 05.38293(W) AD(       ) 4
 DJ1804  NAD 83(1986)-  33 33 53.37030(N)    088 26 05.38353(W) AD(       ) 4
 DJ1804  NAD 27      -  33 33 52.94600(N)    088 26 05.23800(W) AD(       ) 3
 DJ1804
 DJ1804.Superseded values are not recommended for survey control.
 DJ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1804.See file dsdata.txt to determine how the superseded data were derived.
 DJ1804
 DJ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6681914828(NAD 83)
 DJ1804_MARKER: 57 = LOOKOUT TOWER
 DJ1804
 DJ1804  HISTORY     - Date     Condition        Report By
 DJ1804  HISTORY     - 1960     FIRST OBSERVED   CGS
 DJ1804  HISTORY     - 20070403 GOOD             MSSU
 DJ1804
 DJ1804                          STATION DESCRIPTION
 DJ1804
 DJ1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ1804'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF COLUMBUS AND 0.2 MILE
 DJ1804'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 373.
 DJ1804'
 DJ1804'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE, WITH A GLASS
 DJ1804'ENCLOSED CAB, COLORED GRAY AND HAS A OVER-ALL HEIGHT OF 110 FEET.
 DJ1804'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 DJ1804
 DJ1804                          STATION RECOVERY (2007)
 DJ1804
 DJ1804'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (JAD)
 DJ1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1864 ***********************************************************************
 DJ1864  DESIGNATION -  COLUMBUS LOWNDES CO APT AP A
 DJ1864  PID         -  DJ1864
 DJ1864  STATE/COUNTY-  MS/LOWNDES
 DJ1864  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1864
 DJ1864                         *CURRENT SURVEY CONTROL
 DJ1864  ___________________________________________________________________
 DJ1864* NAD 83(1993)-  33 28 12.50826(N)    088 22 50.50018(W)     ADJUSTED  
 DJ1864* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DJ1864  ___________________________________________________________________
 DJ1864  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DJ1864  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ1864  HORZ ORDER  -  THIRD
 DJ1864
 DJ1864.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ1864
 DJ1864.The horizontal coordinates were established by classical geodetic methods
 DJ1864.and adjusted by the National Geodetic Survey in May 1994.
 DJ1864
 DJ1864.The orthometric height was scaled from a topographic map.
 DJ1864
 DJ1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1864
 DJ1864.The geoid height was determined by GEOID03.
 DJ1864
 DJ1864;                    North         East     Units Scale Factor Converg.
 DJ1864;SPC MS E     -   440,271.135   342,072.856   MT  0.99997182   +0 14 58.7
 DJ1864;SPC MS E     - 1,444,456.22  1,122,284.03   sFT  0.99997182   +0 14 58.7
 DJ1864;UTM  16      - 3,704,261.427   371,704.759   MT  0.99980293   -0 45 41.6
 DJ1864
 DJ1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1864!SPC MS E     -   0.99999566  x   0.99997182  =   0.99996748
 DJ1864!UTM  16      -   0.99999566  x   0.99980293  =   0.99979859
 DJ1864
 DJ1864:                Primary Azimuth Mark                     Grid Az
 DJ1864:SPC MS E     -  AIRPORT BCN COLUMBUS MUN APT             197 01 53.1
 DJ1864:UTM  16      -  AIRPORT BCN COLUMBUS MUN APT             198 02 33.4
 DJ1864
 DJ1864|---------------------------------------------------------------------|
 DJ1864| PID    Reference Object                     Distance      Geod. Az  |
 DJ1864|                                                           dddmmss.s |
 DJ1864| DJ1863 AIRPORT BCN COLUMBUS MUN APT        APPROX. 0.7 KM 1971651.8 |
 DJ1864|---------------------------------------------------------------------|
 DJ1864
 DJ1864                          SUPERSEDED SURVEY CONTROL
 DJ1864
 DJ1864  NAD 83(1993)-  33 28 12.51012(N)    088 22 50.50089(W) AD(       ) 3
 DJ1864  NAD 83(1986)-  33 28 12.51485(N)    088 22 50.50079(W) AD(       ) 3
 DJ1864  NAD 27      -  33 28 12.08700(N)    088 22 50.35900(W) AD(       ) 3
 DJ1864
 DJ1864.Superseded values are not recommended for survey control.
 DJ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1864.See file dsdata.txt to determine how the superseded data were derived.
 DJ1864
 DJ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7170504261(NAD 83)
 DJ1864_MARKER: DT = TOPOGRAPHIC STATION DISK
 DJ1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1864_STAMPING: AP 1960 STA A
 DJ1864_MARK LOGO: CGS   
 DJ1864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1864+STABILITY: SURFACE MOTION
 DJ1864
 DJ1864  HISTORY     - Date     Condition        Report By
 DJ1864  HISTORY     - 1960     MONUMENTED       CGS
 DJ1864  HISTORY     - 19700201 GOOD             CGS
 DJ1864
 DJ1864                          STATION DESCRIPTION
 DJ1864
 DJ1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1864'LOCATED ON COLUMBUS-LOWNDES CO. AIRPORT FIELD, AT THE NORTH END
 DJ1864'OF THE N-S AIRPORT FIELD, AT THE NORTH END OF THE N-S RUNWAY,
 DJ1864'ABOUT 2100 FEET NNE OF THE TERMINAL BLDG., NEAR THE NE CORNER
 DJ1864'OF THE RUNWAY, 9.5 FEET SOUTH OF THE CENTER LIGHT OF THREE
 DJ1864'THRESH-HOLD LIGHTS, AND 2 FEET EAST OF THE EAST EDGE OF THE
 DJ1864'PAVEMENT.
 DJ1864'
 DJ1864'A STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE
 DJ1864'MONUMENT FLUSH WITH THE GROUND, AND STAMPED AP 1960 STA. A.
 DJ1864
 DJ1864                          STATION RECOVERY (1970)
 DJ1864
 DJ1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (BMR)
 DJ1864'LOCATED ON COLUMBUS-LOWNDES CO AIRPORT FIELD, 507 FEET (154.5 M) SOUTH
 DJ1864'OF THE NORTH END OF THE N-S RUNWAY, ABOUT 2100 FEET (640.1 M) NNE OF
 DJ1864'THE TERMINAL BUILDING AND 2 FEET (0.6 M) EAST OF THE EAST EDGE OF THE
 DJ1864'PAVEMENT.  A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE MONUMENT
 DJ1864'FLUSH WITH THE GROUND, STAMPED AP 1960 STA A.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1865 ***********************************************************************
 DJ1865  DESIGNATION -  COLUMBUS LOWNDES CO APT ARP
 DJ1865  PID         -  DJ1865
 DJ1865  STATE/COUNTY-  MS/LOWNDES
 DJ1865  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1865
 DJ1865                         *CURRENT SURVEY CONTROL
 DJ1865  ___________________________________________________________________
 DJ1865* NAD 83(1993)-  33 27 52.49036(N)    088 22 50.03292(W)     ADJUSTED  
 DJ1865* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DJ1865  ___________________________________________________________________
 DJ1865  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DJ1865  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ1865  HORZ ORDER  -  THIRD
 DJ1865
 DJ1865.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ1865
 DJ1865.The horizontal coordinates were established by classical geodetic methods
 DJ1865.and adjusted by the National Geodetic Survey in May 1994.
 DJ1865
 DJ1865.The orthometric height was scaled from a topographic map.
 DJ1865
 DJ1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1865
 DJ1865.The geoid height was determined by GEOID03.
 DJ1865
 DJ1865;                    North         East     Units Scale Factor Converg.
 DJ1865;SPC MS E     -   439,654.477   342,087.608   MT  0.99997183   +0 14 58.8
 DJ1865;SPC MS E     - 1,442,433.06  1,122,332.43   sFT  0.99997183   +0 14 58.8
 DJ1865;UTM  16      - 3,703,644.709   371,708.626   MT  0.99980291   -0 45 41.0
 DJ1865
 DJ1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1865!SPC MS E     -   0.99999566  x   0.99997183  =   0.99996749
 DJ1865!UTM  16      -   0.99999566  x   0.99980291  =   0.99979857
 DJ1865
 DJ1865:                Primary Azimuth Mark                     Grid Az
 DJ1865:SPC MS E     -  COLUMBUS LOWNDES CO APT AP B             178 37 46.8
 DJ1865:UTM  16      -  COLUMBUS LOWNDES CO APT AP B             179 38 26.6
 DJ1865
 DJ1865|---------------------------------------------------------------------|
 DJ1865| PID    Reference Object                     Distance      Geod. Az  |
 DJ1865|                                                           dddmmss.s |
 DJ1865| DJ1867 COLUMBUS LOWNDES CO APT AP B        APPROX. 0.6 KM 1785245.6 |
 DJ1865| DJ1863 AIRPORT BCN COLUMBUS MUN APT        207.778 METERS 26652     |
 DJ1865| DJ1864 COLUMBUS LOWNDES CO APT AP A        APPROX. 0.6 KM 3585245.4 |
 DJ1865|---------------------------------------------------------------------|
 DJ1865
 DJ1865                          SUPERSEDED SURVEY CONTROL
 DJ1865
 DJ1865  NAD 83(1993)-  33 27 52.49222(N)    088 22 50.03363(W) AD(       ) 3
 DJ1865  NAD 83(1986)-  33 27 52.49694(N)    088 22 50.03351(W) AD(       ) 3
 DJ1865  NAD 27      -  33 27 52.06900(N)    088 22 49.89200(W) AD(       ) 3
 DJ1865
 DJ1865.Superseded values are not recommended for survey control.
 DJ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1865.See file dsdata.txt to determine how the superseded data were derived.
 DJ1865
 DJ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7170903645(NAD 83)
 DJ1865_MARKER: DT = TOPOGRAPHIC STATION DISK
 DJ1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1865_STAMPING: ARP 1960
 DJ1865_MARK LOGO: CGS   
 DJ1865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1865+STABILITY: SURFACE MOTION
 DJ1865
 DJ1865  HISTORY     - Date     Condition        Report By
 DJ1865  HISTORY     - 1960     MONUMENTED       CGS
 DJ1865  HISTORY     - 19700201 GOOD             CGS
 DJ1865
 DJ1865                          STATION DESCRIPTION
 DJ1865
 DJ1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1865'LOCATED ON COLUMBUS-LOWNDES CO. AIRPORT FIELD, ABOUT MIDWAY
 DJ1865'ALONG THE EAST EDGE OF THE N-S RUNWAY, ABOUT 530 FEET EAST OF
 DJ1865'THE NE CORNER OF THE TERMINAL BLDG., 292 FEET ESE OF THE NE
 DJ1865'CORNER OF A 200-FT. SQUARE CONCRETE APRON, ABOUT ON LINE WITH
 DJ1865'THE NORTH EDGE OF AN E-W TAXIWAY, 183 FEET WNW OF A WINDSOCK
 DJ1865'POLE, 46.5 FEET SSW OF A RUNWAY LIGHT, AND 1.3 FEET E OF THE
 DJ1865'EAST EDGE OF THE RUNWAY.
 DJ1865'
 DJ1865'A STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE
 DJ1865'MONUMENT FLUSH WITH THE GROUND, AND STAMPED ARP 1960.
 DJ1865
 DJ1865                          STATION RECOVERY (1970)
 DJ1865
 DJ1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (BMR)
 DJ1865'LOCATED ON COLUMBUS-LOWNDES CO AIRPORT FIELD.  ALONG THE EAST EDGE OF
 DJ1865'THE N-S RUNWAY, ABOUT MIDWAY ALONG THE RUNWAY, ABOUT 530 FEET (161.5
 DJ1865'M) EAST OF THE NE CORNER OF THE TERMINAL BUILDING, 292 FEET (89.0 M)
 DJ1865'ESE OF THE NE CORNER OF 200 FOOT (61.0 M) SQUARE CONCRETE APRON, ABOUT
 DJ1865'ON LINE WITH THE NORTH EDGE OF AN E-W TAXIWAY, 183 FEET (55.8 M) W, NW
 DJ1865'OF A WINDSOCK POLE, 46.5 FEET (14.2 M) SSW OF A RUNWAY LIGHT AND 1.3
 DJ1865'FEET (0.4 M) EAST OF THE EAST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1867 ***********************************************************************
 DJ1867  DESIGNATION -  COLUMBUS LOWNDES CO APT AP B
 DJ1867  PID         -  DJ1867
 DJ1867  STATE/COUNTY-  MS/LOWNDES
 DJ1867  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1867
 DJ1867                         *CURRENT SURVEY CONTROL
 DJ1867  ___________________________________________________________________
 DJ1867* NAD 83(1993)-  33 27 32.96185(N)    088 22 49.57716(W)     ADJUSTED  
 DJ1867* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DJ1867  ___________________________________________________________________
 DJ1867  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DJ1867  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ1867  HORZ ORDER  -  THIRD
 DJ1867
 DJ1867.This mark is at Columbus-Lowndes County Airport (UBS)
 DJ1867
 DJ1867.The horizontal coordinates were established by classical geodetic methods
 DJ1867.and adjusted by the National Geodetic Survey in May 1994.
 DJ1867
 DJ1867.The orthometric height was scaled from a topographic map.
 DJ1867
 DJ1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1867
 DJ1867.The geoid height was determined by GEOID03.
 DJ1867
 DJ1867;                    North         East     Units Scale Factor Converg.
 DJ1867;SPC MS E     -   439,052.896   342,101.999   MT  0.99997185   +0 14 58.9
 DJ1867;SPC MS E     - 1,440,459.38  1,122,379.64   sFT  0.99997185   +0 14 58.9
 DJ1867;SPC AL W     -   383,880.138   518,153.235   MT  1.00001589   -0 29 07.6
 DJ1867;UTM  16      - 3,703,043.069   371,712.399   MT  0.99980290   -0 45 40.3
 DJ1867
 DJ1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1867!SPC MS E     -   0.99999566  x   0.99997185  =   0.99996751
 DJ1867!SPC AL W     -   0.99999566  x   1.00001589  =   1.00001155
 DJ1867!UTM  16      -   0.99999566  x   0.99980290  =   0.99979856
 DJ1867
 DJ1867:                Primary Azimuth Mark                     Grid Az
 DJ1867:SPC MS E     -  AIRPORT BCN COLUMBUS MUN APT             339 22 30.8
 DJ1867:SPC AL W     -  AIRPORT BCN COLUMBUS MUN APT             340 06 37.3
 DJ1867:UTM  16      -  AIRPORT BCN COLUMBUS MUN APT             340 23 10.0
 DJ1867
 DJ1867|---------------------------------------------------------------------|
 DJ1867| PID    Reference Object                     Distance      Geod. Az  |
 DJ1867|                                                           dddmmss.s |
 DJ1867| DJ1863 AIRPORT BCN COLUMBUS MUN APT        APPROX. 0.6 KM 3393729.7 |
 DJ1867|---------------------------------------------------------------------|
 DJ1867
 DJ1867                          SUPERSEDED SURVEY CONTROL
 DJ1867
 DJ1867  NAD 83(1993)-  33 27 32.96371(N)    088 22 49.57789(W) AD(       ) 3
 DJ1867  NAD 83(1986)-  33 27 32.96845(N)    088 22 49.57774(W) AD(       ) 3
 DJ1867  NAD 27      -  33 27 32.54000(N)    088 22 49.43600(W) AD(       ) 3
 DJ1867
 DJ1867.Superseded values are not recommended for survey control.
 DJ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1867.See file dsdata.txt to determine how the superseded data were derived.
 DJ1867
 DJ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7171203043(NAD 83)
 DJ1867_MARKER: DT = TOPOGRAPHIC STATION DISK
 DJ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1867_STAMPING: AP 1960 STA B
 DJ1867_MARK LOGO: CGS   
 DJ1867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1867+STABILITY: SURFACE MOTION
 DJ1867
 DJ1867  HISTORY     - Date     Condition        Report By
 DJ1867  HISTORY     - 1960     MONUMENTED       CGS
 DJ1867  HISTORY     - 19700201 GOOD             CGS
 DJ1867
 DJ1867                          STATION DESCRIPTION
 DJ1867
 DJ1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1867'LOCATED ON COLUMBUS-LOWNDES CO. AIRPORT FIELD, AT THE SOUTH END OF
 DJ1867'THE N-S RUNWAY, ABOUT 2000 FEET SSE OF THE TERMINAL BLDG., NEAR
 DJ1867'THE SE CORNER OF THE RUNWAY, 9.5 FEET NORTH OF THE CENTER LIGHT OF
 DJ1867'THREE THRESH-HOLD LIGHTS, AND 3 FEET EAST OF THE EAST EDGE OF THE
 DJ1867'PAVEMENT.
 DJ1867'
 DJ1867'A STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE
 DJ1867'MONUMENT FLUSH WITH THE GROUND, AND STAMPED AP 1960 STA. B.
 DJ1867
 DJ1867                          STATION RECOVERY (1970)
 DJ1867
 DJ1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (BMR)
 DJ1867'LOCATED ON COLUMBUS-LOWNDES CO AIRPORT FIELD, AT THE SOUTH END OF THE
 DJ1867'N-S RUNWAY, ABOUT 2000 FEET (609.6 M) SSE OF THE TERMINAL BUILDING,
 DJ1867'EAR THE SE CORNER OF THE RUNWAY, 9.5 FEET (2.9 M) N OF THE CENTER
 DJ1867'LIGHT OF 3 THRESHOLD LIGHTS AND 3 FEET (0.9 M) EAST OF THE EAST EDGE
 DJ1867'OF THE PAVEMENT.  A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 DJ1867'MONUMENT FLUSH WITH THE GROUND, STAMPED AP 1960 STA B.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1874 ***********************************************************************
 DJ1874  DESIGNATION -  COLUMBUS M S C W PLANT STACK
 DJ1874  PID         -  DJ1874
 DJ1874  STATE/COUNTY-  MS/LOWNDES
 DJ1874  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1874
 DJ1874                         *CURRENT SURVEY CONTROL
 DJ1874  ___________________________________________________________________
 DJ1874* NAD 83(1993)-  33 29 30.89052(N)    088 25 00.38495(W)     ADJUSTED  
 DJ1874* NAVD 88     -              **(meters)            **(feet)            
 DJ1874  ___________________________________________________________________
 DJ1874  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DJ1874  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ1874  HORZ ORDER  -  THIRD
 DJ1874
 DJ1874.The horizontal coordinates were established by classical geodetic methods
 DJ1874.and adjusted by the National Geodetic Survey in May 1994.
 DJ1874
 DJ1874
 DJ1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1874
 DJ1874.The geoid height was determined by GEOID03.
 DJ1874
 DJ1874;                    North         East     Units Scale Factor Converg.
 DJ1874;SPC MS E     -   442,671.904   338,709.588   MT  0.99996847   +0 13 47.5
 DJ1874;SPC MS E     - 1,452,332.74  1,111,249.71   sFT  0.99996847   +0 13 47.5
 DJ1874;SPC AL W     -   387,542.573   514,807.393   MT  1.00002278   -0 30 21.3
 DJ1874;UTM  16      - 3,706,720.794   368,384.933   MT  0.99981356   -0 46 54.9
 DJ1874
 DJ1874                          SUPERSEDED SURVEY CONTROL
 DJ1874
 DJ1874  NAD 83(1993)-  33 29 30.89421(N)    088 25 00.38594(W) AD(       ) 4
 DJ1874  NAD 83(1986)-  33 29 30.89787(N)    088 25 00.38582(W) AD(       ) 4
 DJ1874  NAD 27      -  33 29 30.47700(N)    088 25 00.23200(W) AD(       ) 3
 DJ1874
 DJ1874.Superseded values are not recommended for survey control.
 DJ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1874.See file dsdata.txt to determine how the superseded data were derived.
 DJ1874
 DJ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6838506721(NAD 83)
 DJ1874_MARKER: 63 = STACK
 DJ1874
 DJ1874  HISTORY     - Date     Condition        Report By
 DJ1874  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1874  HISTORY     - 1955     GOOD             CGS
 DJ1874  HISTORY     - 1960     GOOD             CGS
 DJ1874  HISTORY     - 1963     GOOD             MSHD
 DJ1874
 DJ1874                          STATION DESCRIPTION
 DJ1874
 DJ1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1874'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF COLUMBUS ON
 DJ1874'GROUNDS OF THE MISSISSIPPI STATE COLLEGE FOR WOMEN.
 DJ1874'
 DJ1874'IT IS A RED TILE STACK ABOUT 150 FEET HIGH.
 DJ1874'
 DJ1874'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
 DJ1874
 DJ1874                          STATION RECOVERY (1955)
 DJ1874
 DJ1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1874'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 DJ1874'IS ADEQUATE WITH THE FOLLOWING ADDITION.  THE STACK HAS A FLARED
 DJ1874'TOP AND IS A ROUND TILE STACK.  IT IS LOCATED ABOUT 150 FEET
 DJ1874'NORTH OF S. 5TH. AVE. BETWEEN S. 13TH. AND S. 14TH. STREETS.
 DJ1874
 DJ1874                          STATION RECOVERY (1960)
 DJ1874
 DJ1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1874'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY V.R.S. IN
 DJ1874'1949 AND E.L.J. IN 1955.
 DJ1874
 DJ1874                          STATION RECOVERY (1963)
 DJ1874
 DJ1874'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1874'THE STATION WAS VISITED 3-14-63 AND FOUND IN GOOD CONDITION.  THE
 DJ1874'1955 RECOVERY BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1871 ***********************************************************************
 DJ1871  DESIGNATION -  COLUMBUS MUNICIPAL TANK
 DJ1871  PID         -  DJ1871
 DJ1871  STATE/COUNTY-  MS/LOWNDES
 DJ1871  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1871
 DJ1871                         *CURRENT SURVEY CONTROL
 DJ1871  ___________________________________________________________________
 DJ1871* NAD 83(1993)-  33 29 45.45575(N)    088 25 38.85471(W)     ADJUSTED  
 DJ1871* NAVD 88     -              **(meters)            **(feet)            
 DJ1871  ___________________________________________________________________
 DJ1871  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DJ1871  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ1871  HORZ ORDER  -  THIRD
 DJ1871
 DJ1871.The horizontal coordinates were established by classical geodetic methods
 DJ1871.and adjusted by the National Geodetic Survey in May 1994.
 DJ1871
 DJ1871
 DJ1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1871
 DJ1871.The geoid height was determined by GEOID03.
 DJ1871
 DJ1871;                    North         East     Units Scale Factor Converg.
 DJ1871;SPC MS E     -   443,116.697   337,714.806   MT  0.99996753   +0 13 26.4
 DJ1871;SPC MS E     - 1,453,792.03  1,107,985.99   sFT  0.99996753   +0 13 26.4
 DJ1871;SPC AL W     -   388,000.130   513,818.350   MT  1.00002487   -0 30 42.8
 DJ1871;UTM  16      - 3,707,183.014   367,398.312   MT  0.99981678   -0 47 16.4
 DJ1871
 DJ1871                          SUPERSEDED SURVEY CONTROL
 DJ1871
 DJ1871  NAD 83(1993)-  33 29 45.45973(N)    088 25 38.85479(W) AD(       ) 4
 DJ1871  NAD 83(1986)-  33 29 45.46324(N)    088 25 38.85530(W) AD(       ) 4
 DJ1871  NAD 27      -  33 29 45.04800(N)    088 25 38.97700(W) AD(       ) 3
 DJ1871
 DJ1871.Superseded values are not recommended for survey control.
 DJ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1871.See file dsdata.txt to determine how the superseded data were derived.
 DJ1871
 DJ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6739807183(NAD 83)
 DJ1871_MARKER: 53 = ELEVATED TANK
 DJ1871
 DJ1871  HISTORY     - Date     Condition        Report By
 DJ1871  HISTORY     - 1935     FIRST OBSERVED   CGS
 DJ1871  HISTORY     - 1955     GOOD             CGS
 DJ1871  HISTORY     - 1960     GOOD             CGS
 DJ1871  HISTORY     - 1963     GOOD             MSHD
 DJ1871
 DJ1871                          STATION DESCRIPTION
 DJ1871
 DJ1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1871'CENTER OF THE MUNICIPAL WATER TANK (ALUMINUM).  CUT IN
 DJ1871'FROM STATIONS COLUMBUS, CRAWFORD AND BANKS.
 DJ1871
 DJ1871                          STATION RECOVERY (1955)
 DJ1871
 DJ1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1871'STATION WAS RECOVERED IN GOOD CONDITION.  DETAILED DESCRIPTION
 DJ1871'FOLLOWS- STATION IS LOCATED NEAR THE CENTER OF COLUMBUS, NEAR
 DJ1871'THE CENTER OF THE BLOCK BOUNDED ON THE SOUTH BY 1ST. AVE, THE NORTH
 DJ1871'BY N. 2D AVE., ON THE EAST BY N. 6TH. ST. AND ON THE WEST BY N.
 DJ1871'5TH IT IS A TALL, SLENDER, STEEL TANK, WITH A CONICAL ROOF AND
 DJ1871'DEEP OVAL BOTTOM.  IT IS ATOP A 6 LEGGED STEEL TRUSSWORK
 DJ1871'STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND THE
 DJ1871'TOTAL HEIGHT IS ABOUT 135 FEET HIGH.  A RED WARNING LIGHT IS
 DJ1871'MOUNTED NEAR THE FINIAL OF THE TANK.
 DJ1871
 DJ1871                          STATION RECOVERY (1960)
 DJ1871
 DJ1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1871'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.L.J. IN
 DJ1871'1955.
 DJ1871
 DJ1871                          STATION RECOVERY (1963)
 DJ1871
 DJ1871'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1871'THE STATION WAS VISITED 3-13-63 AND FOUND IN GOOD CONDITION.
 DJ1871'THE 1955 RECOVERY BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1805 ***********************************************************************
 DJ1805  DESIGNATION -  COLUMBUS NEW MUN TANK
 DJ1805  PID         -  DJ1805
 DJ1805  STATE/COUNTY-  MS/LOWNDES
 DJ1805  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1805
 DJ1805                         *CURRENT SURVEY CONTROL
 DJ1805  ___________________________________________________________________
 DJ1805* NAD 83(1993)-  33 30 16.23838(N)    088 25 32.18179(W)     ADJUSTED  
 DJ1805* NAVD 88     -              **(meters)            **(feet)            
 DJ1805  ___________________________________________________________________
 DJ1805  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DJ1805  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ1805  HORZ ORDER  -  THIRD
 DJ1805
 DJ1805.The horizontal coordinates were established by classical geodetic methods
 DJ1805.and adjusted by the National Geodetic Survey in May 1994.
 DJ1805
 DJ1805
 DJ1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1805
 DJ1805.The geoid height was determined by GEOID03.
 DJ1805
 DJ1805;                    North         East     Units Scale Factor Converg.
 DJ1805;SPC MS E     -   444,065.724   337,883.323   MT  0.99996769   +0 13 30.2
 DJ1805;SPC MS E     - 1,456,905.63  1,108,538.87   sFT  0.99996769   +0 13 30.2
 DJ1805;SPC AL W     -   388,946.969   513,999.053   MT  1.00002449   -0 30 39.5
 DJ1805;UTM  16      - 3,708,128.774   367,583.536   MT  0.99981617   -0 47 13.4
 DJ1805
 DJ1805                          SUPERSEDED SURVEY CONTROL
 DJ1805
 DJ1805  NAD 83(1993)-  33 30 16.24244(N)    088 25 32.18280(W) AD(       ) 4
 DJ1805  NAD 83(1986)-  33 30 16.24588(N)    088 25 32.18265(W) AD(       ) 4
 DJ1805  NAD 27      -  33 30 15.82500(N)    088 25 32.03100(W) AD(       ) 3
 DJ1805
 DJ1805.Superseded values are not recommended for survey control.
 DJ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1805.See file dsdata.txt to determine how the superseded data were derived.
 DJ1805
 DJ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6758408129(NAD 83)
 DJ1805_MARKER: 53 = ELEVATED TANK
 DJ1805
 DJ1805  HISTORY     - Date     Condition        Report By
 DJ1805  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1805  HISTORY     - 1955     GOOD             CGS
 DJ1805  HISTORY     - 1960     GOOD             CGS
 DJ1805  HISTORY     - 1963     GOOD             MSHD
 DJ1805
 DJ1805                          STATION DESCRIPTION
 DJ1805
 DJ1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1805'THE STATION IS LOCATED IN THE NORTH CENTRAL EDGE OF COLUMBUS IN A
 DJ1805'WOODED AREA.
 DJ1805'
 DJ1805'IT IS AN EIGHT-LEGGED STEEL STRUCTURE, 130 FEET HIGH, AND PAINTED
 DJ1805'SILVER.
 DJ1805'
 DJ1805'THE POINT INTERSECTED WAS THE CENTER OF THE FINIAL.
 DJ1805
 DJ1805                          STATION RECOVERY (1955)
 DJ1805
 DJ1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1805'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  THE
 DJ1805'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS- THE
 DJ1805'TANK IS LOCATED ATOP A PROMINENT HILL ABOUT 200 FEET NORTHWEST OF
 DJ1805'THE INTERSECTION OF N. 9TH. AVE. AND N. 9TH. STREET.  IT IS THE
 DJ1805'LARGEST TANK IN THE CITY.
 DJ1805
 DJ1805                          STATION RECOVERY (1960)
 DJ1805
 DJ1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1805'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY V.R.S. IN 1949
 DJ1805'AND BY E.L.J. IN 1955.
 DJ1805
 DJ1805                          STATION RECOVERY (1963)
 DJ1805
 DJ1805'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1805'THE STATION WAS VISITED 3-15-63 AND FOUND IN GOOD CONDITION.  THE
 DJ1805'1955 RECOVERY BY E. L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1808 ***********************************************************************
 DJ1808  DESIGNATION -  COLUMBUS RAD STA WACR MAST
 DJ1808  PID         -  DJ1808
 DJ1808  STATE/COUNTY-  MS/LOWNDES
 DJ1808  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1808
 DJ1808                         *CURRENT SURVEY CONTROL
 DJ1808  ___________________________________________________________________
 DJ1808* NAD 83(1993)-  33 30 36.41501(N)    088 24 45.66194(W)     ADJUSTED  
 DJ1808* NAVD 88     -              **(meters)            **(feet)            
 DJ1808  ___________________________________________________________________
 DJ1808  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DJ1808  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1808  HORZ ORDER  -  THIRD
 DJ1808
 DJ1808.The horizontal coordinates were established by classical geodetic methods
 DJ1808.and adjusted by the National Geodetic Survey in May 1994.
 DJ1808
 DJ1808
 DJ1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1808
 DJ1808.The geoid height was determined by GEOID03.
 DJ1808
 DJ1808;                    North         East     Units Scale Factor Converg.
 DJ1808;SPC MS E     -   444,692.119   339,081.455   MT  0.99996882   +0 13 56.1
 DJ1808;SPC MS E     - 1,458,960.73  1,112,469.74   sFT  0.99996882   +0 13 56.1
 DJ1808;SPC AL W     -   389,557.953   515,205.200   MT  1.00002195   -0 30 14.1
 DJ1808;UTM  16      - 3,708,733.813   368,792.360   MT  0.99981224   -0 46 48.1
 DJ1808
 DJ1808                          SUPERSEDED SURVEY CONTROL
 DJ1808
 DJ1808  NAD 83(1993)-  33 30 36.41850(N)    088 24 45.66249(W) AD(       ) 4
 DJ1808  NAD 83(1986)-  33 30 36.42192(N)    088 24 45.66243(W) AD(       ) 4
 DJ1808  NAD 27      -  33 30 35.99500(N)    088 24 45.51700(W) AD(       ) 3
 DJ1808
 DJ1808.Superseded values are not recommended for survey control.
 DJ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1808.See file dsdata.txt to determine how the superseded data were derived.
 DJ1808
 DJ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6879208734(NAD 83)
 DJ1808_MARKER: 42 = RADIO/TV MAST
 DJ1808
 DJ1808  HISTORY     - Date     Condition        Report By
 DJ1808  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1808  HISTORY     - 1960     GOOD             CGS
 DJ1808  HISTORY     - 1963     GOOD             MSHD
 DJ1808  HISTORY     - 20070317 GOOD             MSSU
 DJ1808
 DJ1808                          STATION DESCRIPTION
 DJ1808
 DJ1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1808'STATION IS THE CENTER OF THE FLASHING RED LIGHT ATOP THE WACR
 DJ1808'RADIO STATION MAST, LOCATED IN THE NORTHEAST SECTION OF COLUMBUS,
 DJ1808'ABOUT 0.15 MILE EAST OF N. 15TH. STREET AND 150 FEET SOUTH OF
 DJ1808'S. 14TH. AVE.  IT IS A UNIFORM CROSS SECTIONED, GUYED, STEEL MAST,
 DJ1808'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS 220 FEET
 DJ1808'HIGH.
 DJ1808
 DJ1808                          STATION RECOVERY (1960)
 DJ1808
 DJ1808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1808'STATION RECOVERED IN GOOD CONDITION.  THE STREET NAME, S. 14TH AVE.,
 DJ1808'IN THE ORIGINAL DESCRIPTION SHOULD BE CHANGED TO N. 14TH AVE.  THE
 DJ1808'DESCRIPTION SHOULD THUS READ AS FOLLOWS-
 DJ1808'
 DJ1808'STATION IS THE CENTER OF THE FLASHING RED LIGHT ATOP THE WACR
 DJ1808'RADIO STATION MAST, LOCATED IN THE NORTHEAST SECTION OF COLUMBUS,
 DJ1808'ABOUT 0.15 MILE EAST OF N. 15TH STREET AND 150 FEET SOUTH OF N.
 DJ1808'14TH AVENUE.  IT IS A UNIFORM CROSS-SECTIONED, GUYED, STEEL MAST,
 DJ1808'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE, AND IS 220
 DJ1808'FEET HIGH.
 DJ1808
 DJ1808                          STATION RECOVERY (1963)
 DJ1808
 DJ1808'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1808'THE STATION WAS VISITED 4-29-63 AND FOUND IN GOOD CONDITION.  THE
 DJ1808'1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ1808
 DJ1808                          STATION RECOVERY (2007)
 DJ1808
 DJ1808'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (TLP)
 DJ1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1801 ***********************************************************************
 DJ1801  DESIGNATION -  COLUMBUS RAD STA WCBI MAST 4
 DJ1801  PID         -  DJ1801
 DJ1801  STATE/COUNTY-  MS/LOWNDES
 DJ1801  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1801
 DJ1801                         *CURRENT SURVEY CONTROL
 DJ1801  ___________________________________________________________________
 DJ1801* NAD 83(1993)-  33 32 27.28563(N)    088 23 34.27021(W)     ADJUSTED  
 DJ1801* NAVD 88     -              **(meters)            **(feet)            
 DJ1801  ___________________________________________________________________
 DJ1801  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DJ1801  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ1801  HORZ ORDER  -  THIRD
 DJ1801
 DJ1801.The horizontal coordinates were established by classical geodetic methods
 DJ1801.and adjusted by the National Geodetic Survey in May 1994.
 DJ1801
 DJ1801
 DJ1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1801
 DJ1801.The geoid height was determined by GEOID03.
 DJ1801
 DJ1801;                    North         East     Units Scale Factor Converg.
 DJ1801;SPC MS E     -   448,115.489   340,909.416   MT  0.99997062   +0 14 36.2
 DJ1801;SPC MS E     - 1,470,192.23  1,118,466.98   sFT  0.99997062   +0 14 36.2
 DJ1801;SPC AL W     -   392,957.717   517,077.104   MT  1.00001808   -0 29 36.1
 DJ1801;UTM  16      - 3,712,123.798   370,680.236   MT  0.99980618   -0 46 10.9
 DJ1801
 DJ1801                          SUPERSEDED SURVEY CONTROL
 DJ1801
 DJ1801  NAD 83(1993)-  33 32 27.28858(N)    088 23 34.27028(W) AD(       ) 4
 DJ1801  NAD 83(1986)-  33 32 27.29218(N)    088 23 34.27065(W) AD(       ) 4
 DJ1801  NAD 27      -  33 32 26.87100(N)    088 23 34.13000(W) AD(       ) 3
 DJ1801
 DJ1801.Superseded values are not recommended for survey control.
 DJ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1801.See file dsdata.txt to determine how the superseded data were derived.
 DJ1801
 DJ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7068012124(NAD 83)
 DJ1801_MARKER: 42 = RADIO/TV MAST
 DJ1801
 DJ1801  HISTORY     - Date     Condition        Report By
 DJ1801  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1801  HISTORY     - 1960     GOOD             CGS
 DJ1801
 DJ1801                          STATION DESCRIPTION
 DJ1801
 DJ1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DJ1801'STATION IS THE CENTER OF THE TOP OF THE FLASHING RED LIGHT ATOP
 DJ1801'THE RESPECTIVE MASTS OF THE WCBI RADIO STATION.  THESE MASTS ARE
 DJ1801'LOCATED ABOUT 4 MILES NORTHEAST OF COLUMBUS ABOUT 0.3 MILE WEST OF
 DJ1801'STATE HIGHWAY 12.  THEY ARE IDENTICAL MASTS, UNIFORM CROSS
 DJ1801'SECTIONED, GUYED, STEEL MASTS, PAINTED IN ALTERNATE SECTIONS OF
 DJ1801'ORANGE AND WHITE AND ARE 330 FEET HIGH.
 DJ1801'
 DJ1801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DJ1801'STATE HIGHWAY 12 IN COLUMBUS, GO NORTH AND NORTHEAST ON HIGHWAY 12
 DJ1801'FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 DJ1801'GRAVEL ROAD FOR 0.3 MILE TO DRIVE ON LEFT, TURN LEFT AND GO SOUTH
 DJ1801'ON DRIVE FOR 0.1 MILE TO TRANSMITTER AND STATION.
 DJ1801'
 DJ1801'THESE MASTS ARE LAID OUT AND NUMBERED AS FOLLOWS- DISTANCE 1 TO 2 AND
 DJ1801'3 TO 4 670.9 FT.  DISTANCE 2 TO 4 AND 1 TO 3 1222.5 FT.
 DJ1801
 DJ1801                          STATION RECOVERY (1960)
 DJ1801
 DJ1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1801'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE NOW
 DJ1801'FIVE MASTS IN THIS AREA- A 500-FT. TELEVISION MAST WAS ERECTED
 DJ1801'ABOUT 250 FEET NE OF THE TRANSMITTER BUILDING IN 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1802 ***********************************************************************
 DJ1802  DESIGNATION -  COLUMBUS RAD STA WCBI MAST 3
 DJ1802  PID         -  DJ1802
 DJ1802  STATE/COUNTY-  MS/LOWNDES
 DJ1802  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1802
 DJ1802                         *CURRENT SURVEY CONTROL
 DJ1802  ___________________________________________________________________
 DJ1802* NAD 83(1993)-  33 32 26.94572(N)    088 23 42.19110(W)     ADJUSTED  
 DJ1802* NAVD 88     -              **(meters)            **(feet)            
 DJ1802  ___________________________________________________________________
 DJ1802  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DJ1802  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ1802  HORZ ORDER  -  THIRD
 DJ1802
 DJ1802.The horizontal coordinates were established by classical geodetic methods
 DJ1802.and adjusted by the National Geodetic Survey in May 1994.
 DJ1802
 DJ1802
 DJ1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1802
 DJ1802.The geoid height was determined by GEOID03.
 DJ1802
 DJ1802;                    North         East     Units Scale Factor Converg.
 DJ1802;SPC MS E     -   448,104.151   340,705.112   MT  0.99997042   +0 14 31.8
 DJ1802;SPC MS E     - 1,470,155.04  1,117,796.69   sFT  0.99997042   +0 14 31.8
 DJ1802;SPC AL W     -   392,949.007   516,872.661   MT  1.00001850   -0 29 40.5
 DJ1802;UTM  16      - 3,712,116.075   370,475.797   MT  0.99980683   -0 46 15.3
 DJ1802
 DJ1802                          SUPERSEDED SURVEY CONTROL
 DJ1802
 DJ1802  NAD 83(1993)-  33 32 26.94872(N)    088 23 42.19119(W) AD(       ) 4
 DJ1802  NAD 83(1986)-  33 32 26.95229(N)    088 23 42.19155(W) AD(       ) 4
 DJ1802  NAD 27      -  33 32 26.53200(N)    088 23 42.05100(W) AD(       ) 3
 DJ1802
 DJ1802.Superseded values are not recommended for survey control.
 DJ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1802.See file dsdata.txt to determine how the superseded data were derived.
 DJ1802
 DJ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7047612116(NAD 83)
 DJ1802_MARKER: 42 = RADIO/TV MAST
 DJ1802
 DJ1802  HISTORY     - Date     Condition        Report By
 DJ1802  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1802  HISTORY     - 1960     GOOD             CGS
 DJ1802
 DJ1802                          STATION DESCRIPTION
 DJ1802
 DJ1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DJ1802'STATION IS THE CENTER OF THE TOP OF THE FLASHING RED LIGHT ATOP
 DJ1802'THE RESPECTIVE MASTS OF THE WCBI RADIO STATION.  THESE MASTS ARE
 DJ1802'LOCATED ABOUT 4 MILES NORTHEAST OF COLUMBUS ABOUT 0.3 MILE WEST OF
 DJ1802'STATE HIGHWAY 12.  THEY ARE IDENTICAL MASTS, UNIFORM CROSS
 DJ1802'SECTIONED, GUYED, STEEL MASTS, PAINTED IN ALTERNATE SECTIONS OF
 DJ1802'ORANGE AND WHITE AND ARE 330 FEET HIGH.
 DJ1802'
 DJ1802'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DJ1802'STATE HIGHWAY 12 IN COLUMBUS, GO NORTH AND NORTHEAST ON HIGHWAY 12
 DJ1802'FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 DJ1802'GRAVEL ROAD FOR 0.3 MILE TO DRIVE ON LEFT, TURN LEFT AND GO SOUTH
 DJ1802'ON DRIVE FOR 0.1 MILE TO TRANSMITTER AND STATION.
 DJ1802'
 DJ1802'THESE MASTS ARE LAID OUT AND NUMBERED AS FOLLOWS- DISTANCE 1 TO 2 AND
 DJ1802'3 TO 4 670.9 FT.  DISTANCE 2 TO 4 AND 1 TO 3 1222.5 FT.
 DJ1802
 DJ1802                          STATION RECOVERY (1960)
 DJ1802
 DJ1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1802'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE NOW
 DJ1802'FIVE MASTS IN THIS AREA- A 500-FT. TELEVISION MAST WAS ERECTED
 DJ1802'ABOUT 250 FEET NE OF THE TRANSMITTER BUILDING IN 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1806 ***********************************************************************
 DJ1806  DESIGNATION -  COLUMBUS RAD STA WCBI MAST 1
 DJ1806  PID         -  DJ1806
 DJ1806  STATE/COUNTY-  MS/LOWNDES
 DJ1806  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1806
 DJ1806                         *CURRENT SURVEY CONTROL
 DJ1806  ___________________________________________________________________
 DJ1806* NAD 83(1993)-  33 32 31.86047(N)    088 23 55.37571(W)     ADJUSTED  
 DJ1806* NAVD 88     -              **(meters)            **(feet)            
 DJ1806  ___________________________________________________________________
 DJ1806  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DJ1806  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1806  HORZ ORDER  -  THIRD
 DJ1806
 DJ1806.The horizontal coordinates were established by classical geodetic methods
 DJ1806.and adjusted by the National Geodetic Survey in May 1994.
 DJ1806
 DJ1806
 DJ1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1806
 DJ1806.The geoid height was determined by GEOID03.
 DJ1806
 DJ1806;                    North         East     Units Scale Factor Converg.
 DJ1806;SPC MS E     -   448,254.135   340,364.331   MT  0.99997008   +0 14 24.5
 DJ1806;SPC MS E     - 1,470,647.11  1,116,678.64   sFT  0.99997008   +0 14 24.5
 DJ1806;SPC AL W     -   393,103.367   516,533.821   MT  1.00001919   -0 29 47.8
 DJ1806;UTM  16      - 3,712,272.035   370,137.776   MT  0.99980791   -0 46 22.7
 DJ1806
 DJ1806                          SUPERSEDED SURVEY CONTROL
 DJ1806
 DJ1806  NAD 83(1993)-  33 32 31.86357(N)    088 23 55.37584(W) AD(       ) 4
 DJ1806  NAD 83(1986)-  33 32 31.86706(N)    088 23 55.37612(W) AD(       ) 4
 DJ1806  NAD 27      -  33 32 31.44600(N)    088 23 55.23500(W) AD(       ) 3
 DJ1806
 DJ1806.Superseded values are not recommended for survey control.
 DJ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1806.See file dsdata.txt to determine how the superseded data were derived.
 DJ1806
 DJ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7013812272(NAD 83)
 DJ1806_MARKER: 42 = RADIO/TV MAST
 DJ1806
 DJ1806  HISTORY     - Date     Condition        Report By
 DJ1806  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1806  HISTORY     - 1960     GOOD             CGS
 DJ1806
 DJ1806                          STATION DESCRIPTION
 DJ1806
 DJ1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1806'STATION IS THE CENTER OF THE TOP OF THE FLASHING RED LIGHT ATOP
 DJ1806'THE RESPECTIVE MASTS OF THE WCBI RADIO STATION.  THESE MASTS ARE
 DJ1806'LOCATED ABOUT 4 MILES NORTHEAST OF COLUMBUS ABOUT 0.3 MILE WEST OF
 DJ1806'STATE HIGHWAY 12.  THEY ARE IDENTICAL MASTS, UNIFORM CROSS
 DJ1806'SECTIONED, GUYED, STEEL MASTS, PAINTED IN ALTERNATE SECTIONS OF
 DJ1806'ORANGE AND WHITE AND ARE 330 FEET HIGH.
 DJ1806'
 DJ1806'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DJ1806'STATE HIGHWAY 12 IN COLUMBUS, GO NORTH AND NORTHEAST ON HIGHWAY 12
 DJ1806'FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 DJ1806'GRAVEL ROAD FOR 0.3 MILE TO DRIVE ON LEFT, TURN LEFT AND GO SOUTH
 DJ1806'ON DRIVE FOR 0.1 MILE TO TRANSMITTER AND STATION.
 DJ1806'
 DJ1806'THESE MASTS ARE LAID OUT AND NUMBERED AS FOLLOWS- DISTANCE 1 TO 2 AND
 DJ1806'3 TO 4 670.9 FT.  DISTANCE 2 TO 4 AND 1 TO 3 1222.5 FT.
 DJ1806
 DJ1806                          STATION RECOVERY (1960)
 DJ1806
 DJ1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1806'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE NOW
 DJ1806'FIVE MASTS IN THIS AREA- A 500-FT. TELEVISION MAST WAS ERECTED
 DJ1806'ABOUT 250 FEET NE OF THE TRANSMITTER BUILDING IN 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1807 ***********************************************************************
 DJ1807  DESIGNATION -  COLUMBUS RAD STA WCBI MAST 2
 DJ1807  PID         -  DJ1807
 DJ1807  STATE/COUNTY-  MS/LOWNDES
 DJ1807  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ1807
 DJ1807                         *CURRENT SURVEY CONTROL
 DJ1807  ___________________________________________________________________
 DJ1807* NAD 83(1993)-  33 32 32.21255(N)    088 23 47.46414(W)     ADJUSTED  
 DJ1807* NAVD 88     -              **(meters)            **(feet)            
 DJ1807  ___________________________________________________________________
 DJ1807  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DJ1807  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1807  HORZ ORDER  -  THIRD
 DJ1807
 DJ1807.The horizontal coordinates were established by classical geodetic methods
 DJ1807.and adjusted by the National Geodetic Survey in May 1994.
 DJ1807
 DJ1807
 DJ1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1807
 DJ1807.The geoid height was determined by GEOID03.
 DJ1807
 DJ1807;                    North         East     Units Scale Factor Converg.
 DJ1807;SPC MS E     -   448,265.839   340,568.390   MT  0.99997028   +0 14 28.9
 DJ1807;SPC MS E     - 1,470,685.51  1,117,348.13   sFT  0.99997028   +0 14 28.9
 DJ1807;SPC AL W     -   393,112.447   516,738.024   MT  1.00001877   -0 29 43.4
 DJ1807;UTM  16      - 3,712,280.128   370,341.977   MT  0.99980726   -0 46 18.3
 DJ1807
 DJ1807                          SUPERSEDED SURVEY CONTROL
 DJ1807
 DJ1807  NAD 83(1993)-  33 32 32.21560(N)    088 23 47.46424(W) AD(       ) 4
 DJ1807  NAD 83(1986)-  33 32 32.21915(N)    088 23 47.46459(W) AD(       ) 4
 DJ1807  NAD 27      -  33 32 31.79900(N)    088 23 47.32400(W) AD(       ) 3
 DJ1807
 DJ1807.Superseded values are not recommended for survey control.
 DJ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1807.See file dsdata.txt to determine how the superseded data were derived.
 DJ1807
 DJ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7034212280(NAD 83)
 DJ1807_MARKER: 42 = RADIO/TV MAST
 DJ1807
 DJ1807  HISTORY     - Date     Condition        Report By
 DJ1807  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1807  HISTORY     - 1960     GOOD             CGS
 DJ1807
 DJ1807                          STATION DESCRIPTION
 DJ1807
 DJ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DJ1807'STATION IS THE CENTER OF THE TOP OF THE FLASHING RED LIGHT ATOP
 DJ1807'THE RESPECTIVE MASTS OF THE WCBI RADIO STATION.  THESE MASTS ARE
 DJ1807'LOCATED ABOUT 4 MILES NORTHEAST OF COLUMBUS ABOUT 0.3 MILE WEST OF
 DJ1807'STATE HIGHWAY 12.  THEY ARE IDENTICAL MASTS, UNIFORM CROSS
 DJ1807'SECTIONED, GUYED, STEEL MASTS, PAINTED IN ALTERNATE SECTIONS OF
 DJ1807'ORANGE AND WHITE AND ARE 330 FEET HIGH.
 DJ1807'
 DJ1807'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DJ1807'STATE HIGHWAY 12 IN COLUMBUS, GO NORTH AND NORTHEAST ON HIGHWAY 12
 DJ1807'FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 DJ1807'GRAVEL ROAD FOR 0.3 MILE TO DRIVE ON LEFT, TURN LEFT AND GO SOUTH
 DJ1807'ON DRIVE FOR 0.1 MILE TO TRANSMITTER AND STATION.
 DJ1807'
 DJ1807'THESE MASTS ARE LAID OUT AND NUMBERED AS FOLLOWS- DISTANCE 1 TO 2 AND
 DJ1807'3 TO 4 670.9 FT.  DISTANCE 2 TO 4 AND 1 TO 3 1222.5 FT.
 DJ1807
 DJ1807                          STATION RECOVERY (1960)
 DJ1807
 DJ1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1807'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE NOW
 DJ1807'FIVE MASTS IN THIS AREA- A 500-FT. TELEVISION MAST WAS ERECTED
 DJ1807'ABOUT 250 FEET NE OF THE TRANSMITTER BUILDING IN 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1870 ***********************************************************************
 DJ1870  DESIGNATION -  COLUMBUS RAD STA WCBI MAST
 DJ1870  PID         -  DJ1870
 DJ1870  STATE/COUNTY-  MS/LOWNDES
 DJ1870  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1870
 DJ1870                         *CURRENT SURVEY CONTROL
 DJ1870  ___________________________________________________________________
 DJ1870* NAD 83(1993)-  33 29 41.24724(N)    088 26 03.33366(W)     ADJUSTED  
 DJ1870* NAVD 88     -              **(meters)            **(feet)            
 DJ1870  ___________________________________________________________________
 DJ1870  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DJ1870  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ1870  HORZ ORDER  -  THIRD
 DJ1870
 DJ1870.The horizontal coordinates were established by classical geodetic methods
 DJ1870.and adjusted by the National Geodetic Survey in May 1994.
 DJ1870
 DJ1870
 DJ1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1870
 DJ1870.The geoid height was determined by GEOID03.
 DJ1870
 DJ1870;                    North         East     Units Scale Factor Converg.
 DJ1870;SPC MS E     -   442,984.591   337,083.455   MT  0.99996695   +0 13 12.8
 DJ1870;SPC MS E     - 1,453,358.61  1,105,914.64   sFT  0.99996695   +0 13 12.8
 DJ1870;SPC AL W     -   387,876.137   513,185.317   MT  1.00002622   -0 30 56.2
 DJ1870;UTM  16      - 3,707,062.097   366,764.820   MT  0.99981885   -0 47 29.9
 DJ1870
 DJ1870                          SUPERSEDED SURVEY CONTROL
 DJ1870
 DJ1870  NAD 83(1993)-  33 29 41.25134(N)    088 26 03.33465(W) AD(       ) 4
 DJ1870  NAD 83(1986)-  33 29 41.25469(N)    088 26 03.33458(W) AD(       ) 4
 DJ1870  NAD 27      -  33 29 40.82700(N)    088 26 03.18600(W) AD(       ) 3
 DJ1870
 DJ1870.Superseded values are not recommended for survey control.
 DJ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1870.See file dsdata.txt to determine how the superseded data were derived.
 DJ1870
 DJ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6676507062(NAD 83)
 DJ1870_MARKER: 42 = RADIO/TV MAST
 DJ1870
 DJ1870  HISTORY     - Date     Condition        Report By
 DJ1870  HISTORY     - 1949     FIRST OBSERVED   CGS
 DJ1870  HISTORY     - 1955     GOOD             CGS
 DJ1870  HISTORY     - 1963     GOOD             MSHD
 DJ1870
 DJ1870                          STATION DESCRIPTION
 DJ1870
 DJ1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1870'THE STATION IS LOCATED IN THE WESTERN EDGE OF COLUMBUS, JUST
 DJ1870'EAST OF THE TOMBIGBEE RIVER AND NORTH OF U.S. HIGHWAY 82.
 DJ1870'
 DJ1870'IT IS A STEEL STRUCTURE 198 FEET HIGH, PAINTED ORANGE AND WHITE,
 DJ1870'AND HAS A RED WARNING LIGHT AT ITS TOP.
 DJ1870'
 DJ1870'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 DJ1870
 DJ1870                          STATION RECOVERY (1955)
 DJ1870
 DJ1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1870'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  THE
 DJ1870'OLD DESCRIPTION IS ADEQUATE.
 DJ1870
 DJ1870                          STATION RECOVERY (1963)
 DJ1870
 DJ1870'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1870'THE STATION WAS VISITED 3-12-63 AND FOUND IN GOOD CONDITION.  THE
 DJ1870'1949 DESCRIPTION BY V.R.S. IS CORRECT AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1839 ***********************************************************************
 EG1839  DESIGNATION -  COMO
 EG1839  PID         -  EG1839
 EG1839  STATE/COUNTY-  MS/PANOLA
 EG1839  USGS QUAD   -  SENATOBIA (1982)
 EG1839
 EG1839                         *CURRENT SURVEY CONTROL
 EG1839  ___________________________________________________________________
 EG1839* NAD 83(1993)-  34 31 36.73952(N)    089 52 43.98880(W)     ADJUSTED  
 EG1839* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 EG1839  ___________________________________________________________________
 EG1839  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EG1839  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EG1839  HORZ ORDER  -  SECOND
 EG1839
 EG1839.The horizontal coordinates were established by classical geodetic methods
 EG1839.and adjusted by the National Geodetic Survey in May 1994.
 EG1839
 EG1839.The orthometric height was scaled from a topographic map.
 EG1839
 EG1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1839
 EG1839.The geoid height was determined by GEOID03.
 EG1839
 EG1839;                    North         East     Units Scale Factor Converg.
 EG1839;SPC MS W     -   557,482.499   741,721.130   MT  0.99997145   +0 15 27.3
 EG1839;SPC MS W     - 1,829,007.17  2,433,463.41   sFT  0.99997145   +0 15 27.3
 EG1839;SPC MS E     -   557,885.163   204,010.183   MT  1.00006353   -0 35 33.6
 EG1839;SPC MS E     - 1,830,328.24    669,323.41   sFT  1.00006353   -0 35 33.6
 EG1839;UTM  16      - 3,824,341.653   235,753.708   MT  1.00046076   -1 37 57.6
 EG1839
 EG1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1839!SPC MS W     -   0.99998697  x   0.99997145  =   0.99995842
 EG1839!SPC MS E     -   0.99998697  x   1.00006353  =   1.00005050
 EG1839!UTM  16      -   0.99998697  x   1.00046076  =   1.00044773
 EG1839
 EG1839|---------------------------------------------------------------------|
 EG1839| PID    Reference Object                     Distance      Geod. Az  |
 EG1839|                                                           dddmmss.s |
 EG1839| CG3824 COMO RM 1                            59.284 METERS 14507     |
 EG1839| EG1817 SARDIS MUNICIPAL TANK               APPROX.10.6 KM 1993929.8 |
 EG1839| CG3825 COMO RM 2                            73.198 METERS 23614     |
 EG1839| EG1842 COMO MUNICIPAL TANK                 APPROX. 5.9 KM 2532823.3 |
 EG1839| EH2715 LONGTOWN TRUNKLINE GAS CO MAST      APPROX.18.2 KM 2581919.2 |
 EG1839| EG1840 COMO FED COMPRESS WEST TANK         APPROX. 6.2 KM 2692601.2 |
 EG1839| EG1841 COMO FED COMPRESS EAST TANK         APPROX. 6.0 KM 2693202.9 |
 EG1839| EG1844 SENATOBIA MUNICIPAL TANK            APPROX.13.3 KM 3210626.3 |
 EG1839| EH2664 SENATOBIA                           APPROX.18.5 KM 3212131.2 |
 EG1839| EG1843 SENATOBIA CARTERS UNDERWARE TK      APPROX.12.6 KM 3253854.8 |
 EG1839| EG1850 COLDWATER LOOKOUT TOWER             APPROX.16.7 KM 3390257.2 |
 EG1839| CG3823 COMO AZ MK                                         3494449.9 |
 EG1839|---------------------------------------------------------------------|
 EG1839
 EG1839                          SUPERSEDED SURVEY CONTROL
 EG1839
 EG1839  NAD 83(1986)-  34 31 36.75061(N)    089 52 43.98756(W) AD(       ) 2
 EG1839  NAD 27      -  34 31 36.37400(N)    089 52 43.66700(W) AD(       ) 2
 EG1839
 EG1839.Superseded values are not recommended for survey control.
 EG1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1839.See file dsdata.txt to determine how the superseded data were derived.
 EG1839
 EG1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3575424342(NAD 83)
 EG1839_MARKER: DS = TRIANGULATION STATION DISK
 EG1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1839
 EG1839  HISTORY     - Date     Condition        Report By
 EG1839  HISTORY     - 1956     MONUMENTED       CGS
 EG1839  HISTORY     - 1966     GOOD             CGS
 EG1839
 EG1839                          STATION DESCRIPTION
 EG1839
 EG1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1839'THE STATION IS IN THE SOUTHWEST QUARTER OF SECTION 30, T 6 S, R 6 W,
 EG1839'ABOUT 4 MILES EAST BY
 EG1839'NORTH OF COMO, AT THE RANCH BUILDINGS OF THE T T FLOYD
 EG1839'RANCH, ON THE HIGHEST GROUND OF
 EG1839'THE CULTIVATED FIELD NORTH OF BARN
 EG1839'LOTS.
 EG1839'
 EG1839'TO REACH THE STATION FROM THE POST OFFICE IN COMO, GO SOUTH FOR 0.2
 EG1839'MILE TO STREET
 EG1839'INTERSECTION AT THE END OF STREET, TURN LEFT, EAST, AND FOLLOW
 EG1839'BLACKTOP ROAD FOR 3.5
 EG1839'MILES TO A SIDE ROAD ON THE LEFT, AT TOP OF
 EG1839'HILL, TURN LEFT, NORTH, GRAVEL ROAD, GO
 EG1839'1.15 MILES TO THE FLOYD RANCH
 EG1839'ENTRANCE ON THE RIGHT, AT CATTLE GUARD, TURN RIGHT, PASS
 EG1839'THROUGH
 EG1839'CATTLE GUARD, GO 0.1 MILE TO STATION ON THE LEFT.  TO REACH THE
 EG1839'AZIMUTH MARK FROM
 EG1839'CATTLE GUARD, GO NORTH, GRAVEL ROAD, FOR 0.5 MILE
 EG1839'TO AZIMUTH MARK ON THE RIGHT, JUST
 EG1839'BEFORE REACHING SCHOOL HOUSE.
 EG1839'
 EG1839'STATION MARKS, ARE STANDARD DISKS, STAMPED COMO 1956.  THE SURFACE
 EG1839'STATION MARK DISK IS SET IN
 EG1839'A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 EG1839'GROUND.  IT IS 248 FEET
 EG1839'WEST-NORTHWEST OF THE NORTHWEST CORNER OF MR
 EG1839'FLOYDS RANCH HOME, 205 FEET NORTHEAST OF
 EG1839'THE NORTHEAST CORNER OF A
 EG1839'COW SHED, 114 FEET NORTH OF THE CENTER OF DRIVEWAY, AND 109
 EG1839'FEET WEST OF A
 EG1839'STORM CAVE.  THE UNDERGROUND STATION MARK DISK IS SET IN AN
 EG1839'IRREGULAR MASS OF
 EG1839'CONCRETE 32 INCHES BELOW GROUND.
 EG1839'
 EG1839'REFERENCE MARK 1, A STANDARD DISK, STAMPED COMO NO 1 1956, IS SET IN
 EG1839'A SQUARE CONCRETE POST
 EG1839'WHICH IS SET FLUSH WITH THE GROUND.  IT IS AT THE NORTH
 EG1839'EDGE OF THE BARN LOT FENCE LINE,
 EG1839'105 FEET SOUTHWEST OF THE SOUTHWEST
 EG1839'CORNER OF HOUSE, 94 FEET NORTHWEST OF POWER LINE
 EG1839'POLE, WITH
 EG1839'TRANSFORMER, AND 38 FEET SOUTH OF THE CENTER OF DRIVEWAY.
 EG1839'
 EG1839'REFERENCE MARK 2, A STANDARD DISK, STAMPED COMO NO 2 1956, IS SET IN
 EG1839'A SQUARE CONCRETE POST
 EG1839'WHICH IS SET FLUSH WITH THE GROUND.  IT IS AT THE NORTH
 EG1839'EDGE OF BARN LOT FENCE LINE, 205
 EG1839'FEET SOUTHEAST OF CATTLE GUARD AT
 EG1839'ENTRANCE TO RANCH, 20 FEET WEST OF THE NORTHWEST
 EG1839'CORNER OF COW SHED,
 EG1839'AND 17 FEET SOUTH OF THE CENTER OF DRIVEWAY.
 EG1839'
 EG1839'AZIMUTH MARK, A STANDARD DISK, STAMPED COMO 1956, IS SET IN A SQUARE
 EG1839'CONCRETE POST WHICH
 EG1839'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 149 FEET SOUTHWEST
 EG1839'OF THE SOUTHEAST CORNER OF
 EG1839'SCHOOL HOUSE, 22 FEET EAST OF THE CENTER
 EG1839'OF GRAVELED ROAD, 6 FEET SOUTH OF A LONE
 EG1839'EVERGREEN TREE, AND 1.5 FEET
 EG1839'SOUTH OF A STANDARD WITNESS POST.
 EG1839'
 EG1839'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EG1839
 EG1839                          STATION RECOVERY (1966)
 EG1839
 EG1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LFS)
 EG1839'THE STATION WAS VISITED 6-20-67 AND THE STATION MARK, REFERENCE MARK
 EG1839'NO 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 EG1839'DESTROYED PRIOR TO THIS DATE.  NO OTHER AZIMUTH WAS ESTABLISHED
 EG1839'AT THIS DATE DUE TO DENSE HEAVY UNDERGROWTH.  A NEW DESCRIPTION
 EG1839'FOLLOWS--
 EG1839'
 EG1839'THE STATION IS LOCATED ABOUT 4 MILES EAST OF COMO, ON PROPERTY OWNED
 EG1839'BY MR. T.T. FLOYD, IN SECTION 30, T6S, R6W, ON THE HIGHEST POINT
 EG1839'IN A PASTURE JUST WEST OF HIS HOUSE, 248 FEET WEST-NORTHWEST OF THE
 EG1839'NORTHWEST CORNER OF THE HOUSE, 205 FEET NORTHEAST OF THE NORTHEAST
 EG1839'CORNER OF A COW SHED, 114 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 EG1839'109 FEET WEST OF AN OLD STORM CELLAR, 89 FEET NORTHEAST OF THE
 EG1839'NORTHEAST CORNER OF A FENCE AROUND A SMALL PECAN TREE, 29
 EG1839'FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 1 FOOT WEST
 EG1839'OF A METAL WITNESS POST.  IT IS A STANDARD TRIANGULATION
 EG1839'STATION DISK, PROJECTING 4 INCHES.  IT IS STAMPED COMO 1956.
 EG1839'
 EG1839'REFERENCE MARK NO. 1 IS 194.50 FEET SOUTHEAST OF THE STATION, 106.5
 EG1839'FEET SOUTHWEST OF THE NORTHEAST CORNER OF A WOODEN FENCE AROUND THE
 EG1839'HOUSE 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 94
 EG1839'FEET NORTHWEST OF A POLE WITH A TRANSFORMER, 76 FEET WEST OF A T
 EG1839'FENCE CORNER, 38 FEET NORTH OF THE CENTER OF THE DRIVEWAY, AND 1 FOOT
 EG1839'NORTH OF A FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED COMO
 EG1839'NO 1 1956, PROJECTING 4 INCHES.
 EG1839'
 EG1839'REFERENCE MARK NO. 2 IS 240.15 FEET SOUTHWEST OF THE STATION, 205
 EG1839'FEET SOUTHEAST OF THE CATTLE GUARD AT THE ENTRANCE OF THE DRIVEWAY,
 EG1839'58 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE WATERING
 EG1839'THROUGH, 23.5 FEET NORTHWEST OF A POWER POLE IN A CATTLE LOT, 20
 EG1839'FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 20 FEET WEST OF THE
 EG1839'NORTHWEST CORNER OF A COW SHED AND 1 FOOT NORTH OF A FENCE LINE.
 EG1839'IT IS A STANDARD DISK, STAMPED COMO NO 2 1956, PROJECTING 4
 EG1839'INCHES.
 EG1839'
 EG1839'TO REACH THE STATION FROM THE POST OFFICE IN COMO, GO SOUTH ON MAIN
 EG1839'STREET FOR 0.2 MILE TO THE INTERSECTION OF STATE HIGHWAY 310, TURN
 EG1839'LEFT, EAST, AND CONTINUE ON STATE HIGHWAY 310 FOR 1.15 MILE TO
 EG1839'INTERSTATE HIGHWAY I-55 OVERPASS, CONTINUE EAST FOR 2.45 MILE TO A
 EG1839'SIDE ROAD LEFT, TURN LEFT, NORTH AND GO 1.25 MILE TO A DRIVEWAY
 EG1839'RIGHT, TURN RIGHT AND CROSS CATTLE GUARD AND GO 0.1 MILE TO A CATTLE
 EG1839'SHED ON THE RIGHT AND THE MARK ON THE LEFT.
 EG1839'
 EG1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 EG1839'COMO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1840 ***********************************************************************
 EG1840  DESIGNATION -  COMO FED COMPRESS WEST TANK
 EG1840  PID         -  EG1840
 EG1840  STATE/COUNTY-  MS/PANOLA
 EG1840  USGS QUAD   -  SENATOBIA (1982)
 EG1840
 EG1840                         *CURRENT SURVEY CONTROL
 EG1840  ___________________________________________________________________
 EG1840* NAD 83(1993)-  34 31 34.70033(N)    089 56 45.16090(W)     ADJUSTED  
 EG1840* NAVD 88     -              **(meters)            **(feet)            
 EG1840  ___________________________________________________________________
 EG1840  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EG1840  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EG1840  HORZ ORDER  -  THIRD
 EG1840
 EG1840.The horizontal coordinates were established by classical geodetic methods
 EG1840.and adjusted by the National Geodetic Survey in May 1994.
 EG1840
 EG1840
 EG1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1840
 EG1840.The geoid height was determined by GEOID03.
 EG1840
 EG1840;                    North         East     Units Scale Factor Converg.
 EG1840;SPC MS W     -   557,394.053   735,571.026   MT  0.99996559   +0 13 10.6
 EG1840;SPC MS W     - 1,828,716.99  2,413,285.94   sFT  0.99996559   +0 13 10.6
 EG1840;UTM  16      - 3,824,456.179   229,600.882   MT  1.00050132   -1 40 14.5
 EG1840;UTM  15      - 3,824,751.407   780,338.048   MT  1.00056880   +1 43 55.8
 EG1840
 EG1840                          SUPERSEDED SURVEY CONTROL
 EG1840
 EG1840  NAD 83(1986)-  34 31 34.71135(N)    089 56 45.15994(W) AD(       ) 4
 EG1840  NAD 27      -  34 31 34.33400(N)    089 56 44.83500(W) AD(       ) 3
 EG1840
 EG1840.Superseded values are not recommended for survey control.
 EG1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1840.See file dsdata.txt to determine how the superseded data were derived.
 EG1840
 EG1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2960124456(NAD 83)
 EG1840_MARKER: 53 = ELEVATED TANK
 EG1840
 EG1840  HISTORY     - Date     Condition        Report By
 EG1840  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1840  HISTORY     - 1966     GOOD             MSHD
 EG1840
 EG1840                          STATION DESCRIPTION
 EG1840
 EG1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1840'THE STATION IS THE BALL ATOP THE SILVER TANK LOCATED AT THE NORTH
 EG1840'EDGE OF COMO.
 EG1840'
 EG1840'IT IS APPROXIMATELY 110 FEET HIGH.
 EG1840
 EG1840                          STATION RECOVERY (1966)
 EG1840
 EG1840'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1840'THE STATION SITE WAS VISITED 10-4-66 AND THE STATION WAS FOUND IN
 EG1840'GOOD CONDITION.
 EG1840'
 EG1840'THE STATION IS THE BALL ATOP THE SILVER TANK LOCATED AT THE NORTH
 EG1840'EDGE OF COMO AND
 EG1840'APPROXIMATELY 110 FEET HIGH.  TO REACH FROM THE U S POST
 EG1840'OFFICE IN COMO GO NORTH ON
 EG1840'MAIN STREET FOR 0.2 MILE TO AN
 EG1840'INTERSECTION, TURN RIGHT AND IMMEDIATELY
 EG1840'AFTER CROSSING THE RAILROAD
 EG1840'TRACK TURN LEFT (NORTH), CONTINUE ON A BLACKTOP ROAD
 EG1840'PARALLELING THE
 EG1840'EAST SIDE OF THE RAILROAD TRACK FOR 0.75 MILE TO A CROSSROADS, TURN
 EG1840'LEFT (WEST) AND
 EG1840'CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO A
 EG1840'DRIVEWAY LEADING INTO THE
 EG1840'COMPRESS, AND THE TANK LOCATED NORTH OF THE
 EG1840'MOST NORTHERN WAREHOUSES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1842 ***********************************************************************
 EG1842  DESIGNATION -  COMO MUNICIPAL TANK
 EG1842  PID         -  EG1842
 EG1842  STATE/COUNTY-  MS/PANOLA
 EG1842  USGS QUAD   -  SENATOBIA (1982)
 EG1842
 EG1842                         *CURRENT SURVEY CONTROL
 EG1842  ___________________________________________________________________
 EG1842* NAD 83(1993)-  34 30 42.41052(N)    089 56 24.95248(W)     ADJUSTED  
 EG1842* NAVD 88     -              **(meters)            **(feet)            
 EG1842  ___________________________________________________________________
 EG1842  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EG1842  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EG1842  HORZ ORDER  -  THIRD
 EG1842
 EG1842.The horizontal coordinates were established by classical geodetic methods
 EG1842.and adjusted by the National Geodetic Survey in May 1994.
 EG1842
 EG1842
 EG1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1842
 EG1842.The geoid height was determined by GEOID03.
 EG1842
 EG1842;                    North         East     Units Scale Factor Converg.
 EG1842;SPC MS W     -   555,784.831   736,092.646   MT  0.99996605   +0 13 21.7
 EG1842;SPC MS W     - 1,823,437.40  2,414,997.29   sFT  0.99996605   +0 13 21.7
 EG1842;UTM  16      - 3,822,829.762   230,069.396   MT  1.00049820   -1 40 00.8
 EG1842;UTM  15      - 3,823,155.547   780,902.296   MT  1.00057271   +1 44 04.9
 EG1842
 EG1842                          SUPERSEDED SURVEY CONTROL
 EG1842
 EG1842  NAD 83(1986)-  34 30 42.42155(N)    089 56 24.95140(W) AD(       ) 4
 EG1842  NAD 27      -  34 30 42.04400(N)    089 56 24.62700(W) AD(       ) 3
 EG1842
 EG1842.Superseded values are not recommended for survey control.
 EG1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1842.See file dsdata.txt to determine how the superseded data were derived.
 EG1842
 EG1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3006922830(NAD 83)
 EG1842_MARKER: 53 = ELEVATED TANK
 EG1842
 EG1842  HISTORY     - Date     Condition        Report By
 EG1842  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1842  HISTORY     - 1966     GOOD             MSHD
 EG1842
 EG1842                          STATION DESCRIPTION
 EG1842
 EG1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1842'THE STATION IS THE FINIAL ATOP THE SILVER TANK LOCATED IN THE CENTRAL
 EG1842'PART OF COMO.
 EG1842'
 EG1842'IT IS APPROXIMATELY 90 FEET HIGH.
 EG1842
 EG1842                          STATION RECOVERY (1966)
 EG1842
 EG1842'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1842'THE STATION SITE WAS VISITED 10-4-66 AND THE STATION WAS FOUND IN
 EG1842'GOOD CONDITION.
 EG1842'
 EG1842'THE STATION IS THE FINIAL ATOP THE SILVER TANK LOCATED IN THE CENTER
 EG1842'PART OF COMO AND IS
 EG1842'APPROXIMATELY 90 FEET HIGH.  TO REACH FROM THE U S POST
 EG1842'OFFICE IN COMO GO SOUTH ON
 EG1842'MAIN STREET FOR 0.05 MILE TO THE TANK ON
 EG1842'THE LEFT.  (NOTE) THERE ARE TWO TANKS CLOSE
 EG1842'TO ONE ANOTHER AND THE
 EG1842'SMALLEST AND MOST NORTHERN WAS THE ONE OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1241 ***********************************************************************
 CO1241  DESIGNATION -  COMPLETE
 CO1241  PID         -  CO1241
 CO1241  STATE/COUNTY-  MS/LAUDERDALE
 CO1241  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO1241
 CO1241                         *CURRENT SURVEY CONTROL
 CO1241  ___________________________________________________________________
 CO1241* NAD 83(1993)-  32 25 00.91203(N)    088 41 57.21166(W)     ADJUSTED  
 CO1241* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 CO1241  ___________________________________________________________________
 CO1241  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CO1241  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CO1241  HORZ ORDER  -  THIRD
 CO1241
 CO1241.The horizontal coordinates were established by classical geodetic methods
 CO1241.and adjusted by the National Geodetic Survey in May 1994.
 CO1241
 CO1241.The orthometric height was scaled from a topographic map.
 CO1241
 CO1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1241
 CO1241.The geoid height was determined by GEOID03.
 CO1241
 CO1241;                    North         East     Units Scale Factor Converg.
 CO1241;SPC MS E     -   323,387.356   312,613.971   MT  0.99995196   +0 04 18.8
 CO1241;SPC MS E     - 1,060,980.02  1,025,634.34   sFT  0.99995196   +0 04 18.8
 CO1241;UTM  16      - 3,587,920.013   340,219.549   MT  0.99991483   -0 54 40.0
 CO1241
 CO1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1241!SPC MS E     -   0.99998054  x   0.99995196  =   0.99993250
 CO1241!UTM  16      -   0.99998054  x   0.99991483  =   0.99989537
 CO1241
 CO1241:                Primary Azimuth Mark                     Grid Az
 CO1241:SPC MS E     -  MERIDIAN RAD STA WCOC MAST               133 05 56.3
 CO1241:UTM  16      -  MERIDIAN RAD STA WCOC MAST               134 04 55.1
 CO1241
 CO1241|---------------------------------------------------------------------|
 CO1241| PID    Reference Object                     Distance      Geod. Az  |
 CO1241|                                                           dddmmss.s |
 CO1241| CO1244 MERIDIAN RAD STA WCOC MAST          APPROX. 3.8 KM 1331015.1 |
 CO1241| CO1227 MERIDIAN LOOKOUT TOWER              APPROX. 8.8 KM 1334907.1 |
 CO1241| CO1245 MERIDIAN RAD STA WTOK MAST          APPROX. 4.7 KM 1554102.8 |
 CO1241| CO1226 MERIDIAN NATL STORAGE AND WHSE CO T APPROX. 5.3 KM 1655905.5 |
 CO1241| CO1690 COMPLETE RM 1                        30.303 METERS 17026     |
 CO1241| CO1223 SOUTHERN NATURAL GAS CO RAD STA KKG APPROX.12.9 KM 1721553.1 |
 CO1241| CO1220 MERIDIAN WATER WORKS STACK          APPROX. 5.8 KM 1722615.0 |
 CO1241| CG1425 COMPLETE AZ MK                                     1985029.0 |
 CO1241| CO1691 COMPLETE RM 2                        29.613 METERS 27849     |
 CO1241|---------------------------------------------------------------------|
 CO1241
 CO1241                          SUPERSEDED SURVEY CONTROL
 CO1241
 CO1241  NAD 83(1993)-  32 25 00.92303(N)    088 41 57.21181(W) AD(       ) 3
 CO1241  NAD 83(1986)-  32 25 00.92570(N)    088 41 57.21300(W) AD(       ) 3
 CO1241  NAD 27      -  32 25 00.41800(N)    088 41 57.05200(W) AD(       ) 3
 CO1241
 CO1241.Superseded values are not recommended for survey control.
 CO1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1241.See file dsdata.txt to determine how the superseded data were derived.
 CO1241
 CO1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4022087920(NAD 83)
 CO1241_MARKER: DS = TRIANGULATION STATION DISK
 CO1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1241_SP_SET: CONCRETE POST
 CO1241_STAMPING: COMPLETE 1954
 CO1241_MARK LOGO: CGS   
 CO1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1241+STABILITY: SURFACE MOTION
 CO1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1241+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1990
 CO1241
 CO1241  HISTORY     - Date     Condition        Report By
 CO1241  HISTORY     - 1954     MONUMENTED       CGS
 CO1241  HISTORY     - 1954     GOOD             CGS
 CO1241  HISTORY     - 1961     GOOD             CGS
 CO1241  HISTORY     - 1964     GOOD             MSHD
 CO1241  HISTORY     - 1964     GOOD             CGS
 CO1241  HISTORY     - 1972     GOOD             MSU
 CO1241  HISTORY     - 19811001 GOOD             MSSU
 CO1241  HISTORY     - 19900313 GOOD             MSHD
 CO1241
 CO1241                          STATION DESCRIPTION
 CO1241
 CO1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 CO1241'STATION IS LOCATED ABOUT 4 MILES NORTH OF MERIDIAN AND ON THE
 CO1241'PROPERTY OF A.B. JONES.  IT IS 40 FEET SOUTHEAST OF THE SOUTH
 CO1241'CORNER OF AN OLD SHED, 14 FEET SOUTHWEST OF A 6 INCH PINE TREE
 CO1241'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 13 FEET SOUTHWEST OF
 CO1241'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CO1241'COMPLETE 1954.
 CO1241'
 CO1241'REFERENCE MARK NO. 1 IS 9 FEET WEST OF A TRACK ROAD LEADING TO
 CO1241'THE STATION AND 9 FEET NORTH OF AN 8 INCH PINE TREE WITH A
 CO1241'TRIANGLE BLAZE ON THE NORTH SIDE.  THE MARK IS FLUSH AND THE
 CO1241'DISK IS STAMPED COMPLETE NO 1 1954.
 CO1241'
 CO1241'REFERENCE MARK NO. 2 IS 59 FEET WEST OF THE SOUTH CORNER OF THE
 CO1241'OLD SHED AND 13 FEET SOUTHWEST OF A 6 INCH PINE TREE WITH A
 CO1241'TRIANGLE BLAZE ON THE SOUTH SIDE.  THE MARK IS FLUSH AND THE DISK
 CO1241'IS STAMPED COMPLETE NO 2 1954.
 CO1241'
 CO1241'AZIMUTH MARK IS 80 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 CO1241'HOUSE, 12 FEET WEST OF TWO 10 INCH PINE TREES, 8 FEET SOUTH OF
 CO1241'THE CENTER OF A DRIVEWAY AND 2 FEET EAST OF A WHITE WITNESS POST.
 CO1241'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED COMPLETE 1954.
 CO1241'
 CO1241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND 80
 CO1241'(8TH STREET) AND STATE HIGHWAY 39 (24TH AVENUE) IN MERIDIAN. GO
 CO1241'NORTH ON STATE HIGHWAY 39 (24TH AVENUE) FOR 3.8 MILES TO A NARROW
 CO1241'DIRT ROAD RIGHT AND A HOUSE ON THE RIGHT.  TURN RIGHT ON DIRT
 CO1241'ROAD AND GO SOUTHEASTERLY FOR 0.1 MILE TO A FORK, TAKE LEFT FORK
 CO1241'FOR 0.1 MILE TO A SMALL TRACK ROAD LEFT UP HILL, TURN LEFT AND
 CO1241'GO UP HILL FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 CO1241'
 CO1241'TO REACH THE AZIMUTH MARK FROM THIS POINT TAKE RIGHT FORK FOR
 CO1241'0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CO1241'
 CO1241'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1241
 CO1241                          STATION RECOVERY (1954)
 CO1241
 CO1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 CO1241'RECOVERED IN GOOD CONDITION.
 CO1241
 CO1241                          STATION RECOVERY (1961)
 CO1241
 CO1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AMC)
 CO1241'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE FOUND IN GOOD
 CO1241'CONDITION.  THE DESCRIPTION IS ADEQUATE.  THERE WAS EVIDENCE OF A
 CO1241'NEW CITY (MERIDIAN) STREET BEING UNDER CONSIDERATION IN THE
 CO1241'VICINITY OF THIS STATION.  THIS STATION WAS NOT OCCUPIED AT THIS
 CO1241'TIME.
 CO1241
 CO1241                          STATION RECOVERY (1964)
 CO1241
 CO1241'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1241'THE STATION WAS VISITED JANUARY 1964 AND THE STATION, R.M. 2,
 CO1241'AND R.M. 1 WERE FOUND IN GOOD CONDITION.
 CO1241'
 CO1241'THE AZIMUTH COULD NOT BE FOUND AND MAY HAVE BEEN DESTROYED BY
 CO1241'ROAD CONSTRUCTION, A NEW STREET HAS BEEN BUILT RECENTLY NEAR THE
 CO1241'LOCATION.
 CO1241'
 CO1241'WITH THIS EXCEPTION THE 1954 DESCRIPTION BY E.L. JONES IS
 CO1241'ADEQUATE.
 CO1241
 CO1241                          STATION RECOVERY (1964)
 CO1241
 CO1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 CO1241'THE STATION WAS VISITED 4-29-64 AND THE STATION, REFERENCE MARK
 CO1241'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CO1241'WAS DESTROYED DUE TO ROAD CONSTRUCTION IN 1962 WITH THE INTENT
 CO1241'OF RESETING IT AT A LATER DATE FROM THE INTERSECTION STATIONS IN
 CO1241'MERIDIAN, THIS WAS NOT POSSIBLE WHEN THE ROAD WAS FINISHED SINCE
 CO1241'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  VISIBLE
 CO1241'INTERSECTION STATION IN MERIDIAN MAY BE USED AS AN AZIMUTH.
 CO1241'
 CO1241'A NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED ABOUT 4 MILES
 CO1241'NORTH OF MERIDIAN ON THE PROPERTY OF A.B. JONES, ON THE TOP OF A
 CO1241'HIGH RIDGE AND ON THE SOUTH SIDE OF STATE HIGHWAY ABOUT 0.5 MILE
 CO1241'NORTHEAST OF THE BROADMORE SHOPPING CENTER, 201 FEET
 CO1241'EAST-SOUTHEAST OF THE HIGHWAY, IN A PLUM THICKET AND ON THE TOP
 CO1241'OF A HIGH CUT BANK AND 1 FOOT EAST OF A METAL WITNESS POST.
 CO1241'IT IS A STANDARD DISK, STAMPED COMPLETE 1954, FLUSH WITH THE
 CO1241'GROUND.
 CO1241'
 CO1241'REFERENCE MARK NO. 1 IS 99.42 FEET SOUTH OF THE STATION, ABOUT 10
 CO1241'FEET LOWER THAN THE STATION, 9 FEET WEST OF A TRACK ROAD, AND 1
 CO1241'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CO1241'STAMPED COMPLETE NO 1 1954, FLUSH WITH THE GROUND.
 CO1241'
 CO1241'REFERENCE MARK NO. 2 IS 97.16 FEET WEST OF THE STATION, 105 FEET
 CO1241'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 493, 27.5 FEET
 CO1241'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT EAST OF A
 CO1241'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED COMPLETE NO 2
 CO1241'1954, FLUSH WITH THE GROUND.
 CO1241'
 CO1241'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION OF
 CO1241'52ND STREET AND POPULAR SPRINGS DRIVE (STATE HIGHWAY 494) AT THE
 CO1241'SOUTHWEST CORNER OF THE BROADMORE SHOPPING CENTER, GO NORTHEAST
 CO1241'ON STATE HIGHWAY 493 FOR 0.5 MILE TO A HIGH CUT BANK ON THE
 CO1241'RIGHT AND THE STATION ON THE RIGHT.
 CO1241
 CO1241                          STATION RECOVERY (1972)
 CO1241
 CO1241'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1972 (BGM)
 CO1241'COMPLETE 1954 RECOVERED IN GOOD CONDITION.
 CO1241'
 CO1241'COMPLETE NO 1 1954 RECOVERED IN GOOD CONDITION.
 CO1241'
 CO1241'COMPLETE NO 2 1954 RECOVERED IN GOOD CONDITION.
 CO1241
 CO1241                          STATION RECOVERY (1981)
 CO1241
 CO1241'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1241'RECOVERED IN GOOD CONDITION.
 CO1241
 CO1241                          STATION RECOVERY (1990)
 CO1241
 CO1241'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1241'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF MERIDIAN ON THE EAST
 CO1241'SIDE OF STATE HIGHWAY 493, 0.5 MI (0.8 KM) NORTH OF THE BROADMORE
 CO1241'SHOPPING CENTER AND IS IN SECTION 30, T 7N, R 16E.
 CO1241'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 39 AND OLD U.S. HIGHWAY 45
 CO1241'IN MERIDIAN, GO NORTH ON STATE HIGHWAY 39 FOR 2.6 MI (4.2 KM) TO A
 CO1241'CROSSROAD AND A TRAFFIC LIGHT, TURN LEFT AND GO WEST ON 52ND STREET
 CO1241'FOR 1.35 MI (2.17 KM) TO A T INTERSECTION, TURN RIGHT AND GO NORTH
 CO1241'ON STATE HIGHWAY 493 FOR 0.5 MI (0.8 KM) TO A HIGH CUT BANK AND THE
 CO1241'MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD A SIDE ROAD LEFT.
 CO1241'MARK IS A STANDARD DISK SET IN THE TOP A SQUARE CONCRETE POST, FLUSH
 CO1241'WITH THE GROUND, 201 FT (61.3 M) EAST OF THE CENTER OF HIGHWAY 493,
 CO1241'30 FT (9.1 M) NORTH NORTHEAST OF THE CENTER OF A TRAIL, 27 FT
 CO1241'(8.2 M) SOUTH OF A 7 INCH OAK, 10.5 FT (3.2 M) NORTH OF A 9 INCH OAK
 CO1241'AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0014 ***********************************************************************
 EH0014  DESIGNATION -  CONCRETE MON 1
 EH0014  PID         -  EH0014
 EH0014  STATE/COUNTY-  MS/DE SOTO
 EH0014  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0014
 EH0014                         *CURRENT SURVEY CONTROL
 EH0014  ___________________________________________________________________
 EH0014* NAD 83(1986)-  34 54 18.     (N)    090 13 05.     (W)     SCALED    
 EH0014* NAVD 88     -        63.380  (meters)     207.94   (feet)  ADJUSTED  
 EH0014  ___________________________________________________________________
 EH0014  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH0014  DYNAMIC HT  -          63.321 (meters)     207.75  (feet)  COMP
 EH0014  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 EH0014
 EH0014  VERT ORDER  -  FIRST     CLASS I
 EH0014
 EH0014.The horizontal coordinates were scaled from a topographic map and have
 EH0014.an estimated accuracy of +/- 6 seconds.
 EH0014
 EH0014.The orthometric height was determined by differential leveling
 EH0014.and adjusted in July 1994.
 EH0014.WARNING-Repeat measurements at this control monument indicate possible
 EH0014.vertical movement.
 EH0014
 EH0014.The geoid height was determined by GEOID03.
 EH0014
 EH0014.The dynamic height is computed by dividing the NAVD 88
 EH0014.geopotential number by the normal gravity value computed on the
 EH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0014.degrees latitude (g = 980.6199 gals.).
 EH0014
 EH0014.The modeled gravity was interpolated from observed gravity values.
 EH0014
 EH0014;                    North         East    Units  Estimated Accuracy
 EH0014;SPC MS W     -   599,340.      710,540.      MT  (+/- 180 meters Scaled)
 EH0014
 EH0014                          SUPERSEDED SURVEY CONTROL
 EH0014
 EH0014  NAVD 88 (06/15/91)   63.377  (m)          207.93   (f) UNKNOWN     1 1
 EH0014  NGVD 29 (??/??/??)   63.382  (m)          207.95   (f) ADJUSTED    1 1
 EH0014
 EH0014.Superseded values are not recommended for survey control.
 EH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0014.See file dsdata.txt to determine how the superseded data were derived.
 EH0014
 EH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU541660(NAD 83)
 EH0014_MARKER: DB = BENCH MARK DISK
 EH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0014_SP_SET: CONCRETE POST
 EH0014_MARK LOGO: USGS  
 EH0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0014+STABILITY: SURFACE MOTION
 EH0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0014+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH0014
 EH0014  HISTORY     - Date     Condition        Report By
 EH0014  HISTORY     - 1908     MONUMENTED       USGS
 EH0014  HISTORY     - 1974     GOOD             NGS
 EH0014  HISTORY     - 1983     GOOD             NGS
 EH0014  HISTORY     - 19911112 GOOD             NGS
 EH0014  HISTORY     - 20030409 GOOD             USACE
 EH0014
 EH0014                          STATION DESCRIPTION
 EH0014
 EH0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0014'0.15 MI W FROM LAKE CORMORANT.
 EH0014'ABOUT 0.15 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AND
 EH0014'ROBERTSON STORE AT LAKE CORMORANT, 0.15 MILE WEST OF THE CROSSING OF
 EH0014'ILLINOIS CENTRAL RAILROAD, 69.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EH0014'OF A RED BRICK CHURCH, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EH0014'BRICK HOUSE, 36.8 FEET NORTHWEST OF A LIGHT POLE, 34.7 FEET NORTH OF
 EH0014'THE CENTER LINE OF A PAVED ROAD.  AN ALUMINUM DISK IN TOP OF A LARGE
 EH0014'CONCRETE POST WITH LETTERS MISS 1908 CAST IN THE SOUTH FACE OF THE
 EH0014'POST AND USGS NO 1 ON THE NORTH FACE OF POST WHICH PROJECTING 2 FEET
 EH0014'ABOVE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE LEVEL OF THE ROAD.
 EH0014
 EH0014                          STATION RECOVERY (1983)
 EH0014
 EH0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0014'RECOVERED IN GOOD CONDITION.
 EH0014
 EH0014                          STATION RECOVERY (1991)
 EH0014
 EH0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0014'0.3 KM (0.20 MI) WESTERLY ALONG STAR LANDING ROAD FROM THE POST OFFICE
 EH0014'IN CORMORANT, 21.0 M (68.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 EH0014'THE UNITED METHODIST CHURCH, 14.3 M (46.9 FT) WEST OF THE CENTER OF A
 EH0014'DRIVEWAY, 10.5 M (34.4 FT) NORTH OF THE ROAD CENTERLINE, 0.3 M
 EH0014'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.7 M
 EH0014'(2.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT IS INSCRIBED
 EH0014'MISS 1908 ON THE SOUTH FACE AND USGS NO 1 ON THE NORTH FACE.
 EH0014
 EH0014                          STATION RECOVERY (2003)
 EH0014
 EH0014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0069 ***********************************************************************
 EH0069  DESIGNATION -  CONCRETE MON 2
 EH0069  PID         -  EH0069
 EH0069  STATE/COUNTY-  MS/PANOLA
 EH0069  USGS QUAD   -  CRENSHAW NORTH (1983)
 EH0069
 EH0069                         *CURRENT SURVEY CONTROL
 EH0069  ___________________________________________________________________
 EH0069* NAD 83(1986)-  34 30 07.     (N)    090 11 47.     (W)     SCALED    
 EH0069* NAVD 88     -        57.59   (+/-2cm)     188.9    (feet)  VERTCON   
 EH0069  ___________________________________________________________________
 EH0069  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH0069  VERT ORDER  -  ? (See Below)
 EH0069
 EH0069.The horizontal coordinates were scaled from a topographic map and have
 EH0069.an estimated accuracy of +/- 6 seconds.
 EH0069
 EH0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0069.The vertical order pertains to the NGVD 29 superseded value.
 EH0069
 EH0069.The geoid height was determined by GEOID03.
 EH0069
 EH0069;                    North         East    Units  Estimated Accuracy
 EH0069;SPC MS W     -   554,630.      712,580.      MT  (+/- 180 meters Scaled)
 EH0069
 EH0069                          SUPERSEDED SURVEY CONTROL
 EH0069
 EH0069  NGVD 29 (??/??/??)   57.619  (m)          189.04   (f) ADJUSTED    ?  
 EH0069
 EH0069.Superseded values are not recommended for survey control.
 EH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0069.See file dsdata.txt to determine how the superseded data were derived.
 EH0069
 EH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574213(NAD 83)
 EH0069_MARKER: Z = SEE DESCRIPTION
 EH0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0069_SP_SET: CONCRETE MONUMENT
 EH0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0069
 EH0069  HISTORY     - Date     Condition        Report By
 EH0069  HISTORY     - UNK      MONUMENTED       USGS
 EH0069  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0069
 EH0069                          STATION DESCRIPTION
 EH0069
 EH0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0069'IN CRENSHAW.
 EH0069'AT CRENSHAW, IN THE CHURCHYARD, THE TOP OF A CONCRETE MONUMENT NO. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1359 ***********************************************************************
 CO1359  DESIGNATION -  CONEHATTA LOT
 CO1359  PID         -  CO1359
 CO1359  STATE/COUNTY-  MS/NEWTON
 CO1359  USGS QUAD   -  CONEHATTA (1982)
 CO1359
 CO1359                         *CURRENT SURVEY CONTROL
 CO1359  ___________________________________________________________________
 CO1359* NAD 83(1993)-  32 27 31.59123(N)    089 15 36.79808(W)     ADJUSTED  
 CO1359* NAVD 88     -              **(meters)            **(feet)            
 CO1359  ___________________________________________________________________
 CO1359  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 CO1359  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CO1359  HORZ ORDER  -  THIRD
 CO1359
 CO1359.The horizontal coordinates were established by classical geodetic methods
 CO1359.and adjusted by the National Geodetic Survey in May 1994.
 CO1359
 CO1359
 CO1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1359
 CO1359.The geoid height was determined by GEOID03.
 CO1359
 CO1359;                    North         East     Units Scale Factor Converg.
 CO1359;SPC MS E     -   328,100.979   259,865.973   MT  0.99996986   -0 13 44.8
 CO1359;SPC MS E     - 1,076,444.63    852,576.95   sFT  0.99996986   -0 13 44.8
 CO1359;UTM  16      - 3,593,538.926   287,556.308   MT  1.00015657   -1 12 48.6
 CO1359
 CO1359                          SUPERSEDED SURVEY CONTROL
 CO1359
 CO1359  NAD 83(1986)-  32 27 31.60176(N)    089 15 36.80239(W) AD(       ) 4
 CO1359  NAD 27      -  32 27 31.09521(N)    089 15 36.57923(W) AD(       ) 3
 CO1359
 CO1359.Superseded values are not recommended for survey control.
 CO1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1359.See file dsdata.txt to determine how the superseded data were derived.
 CO1359
 CO1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA8755693539(NAD 83)
 CO1359_MARKER: 57 = LOOKOUT TOWER
 CO1359
 CO1359  HISTORY     - Date     Condition        Report By
 CO1359  HISTORY     - 1970     FIRST OBSERVED   NGS
 CO1359
 CO1359                          STATION DESCRIPTION
 CO1359
 CO1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1359'THE STATION IS THE TOP CENTER OF THE CONEHATTA, STATE FOREST
 CO1359'SERVICE LOOKOUT TOWER THAT IS LOCATED ABOUT 1 MILE NORTHEAST
 CO1359'OF CONEHATTA AND JUST SOUTH OF STATE HIGHWAY 489.  THE TOWER IS
 CO1359'A FOUR LEGGED STRUCTURE, SURMOUNTED BY A SMALL HOUSE AND IS 100
 CO1359'FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1360 ***********************************************************************
 CO1360  DESIGNATION -  CONEHATTA MUN TANK
 CO1360  PID         -  CO1360
 CO1360  STATE/COUNTY-  MS/NEWTON
 CO1360  USGS QUAD   -  CONEHATTA (1982)
 CO1360
 CO1360                         *CURRENT SURVEY CONTROL
 CO1360  ___________________________________________________________________
 CO1360* NAD 83(1993)-  32 27 26.11409(N)    089 16 10.60144(W)     ADJUSTED  
 CO1360* NAVD 88     -              **(meters)            **(feet)            
 CO1360  ___________________________________________________________________
 CO1360  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CO1360  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CO1360  HORZ ORDER  -  THIRD
 CO1360
 CO1360.The horizontal coordinates were established by classical geodetic methods
 CO1360.and adjusted by the National Geodetic Survey in May 1994.
 CO1360
 CO1360
 CO1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1360
 CO1360.The geoid height was determined by GEOID03.
 CO1360
 CO1360;                    North         East     Units Scale Factor Converg.
 CO1360;SPC MS E     -   327,935.836   258,982.489   MT  0.99997074   -0 14 02.9
 CO1360;SPC MS E     - 1,075,902.82    849,678.38   sFT  0.99997074   -0 14 02.9
 CO1360;UTM  16      - 3,593,388.957   286,669.951   MT  1.00016123   -1 13 06.6
 CO1360
 CO1360                          SUPERSEDED SURVEY CONTROL
 CO1360
 CO1360  NAD 83(1986)-  32 27 26.12479(N)    089 16 10.60575(W) AD(       ) 4
 CO1360  NAD 27      -  32 27 25.61824(N)    089 16 10.38172(W) AD(       ) 3
 CO1360
 CO1360.Superseded values are not recommended for survey control.
 CO1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1360.See file dsdata.txt to determine how the superseded data were derived.
 CO1360
 CO1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA8667093389(NAD 83)
 CO1360_MARKER: 53 = ELEVATED TANK
 CO1360
 CO1360  HISTORY     - Date     Condition        Report By
 CO1360  HISTORY     - 1970     FIRST OBSERVED   NGS
 CO1360
 CO1360                          STATION DESCRIPTION
 CO1360
 CO1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1360'THE STATION IS THE FINIAL KNOB ATOP THE CONEHATTA, MUNICIPAL WATER
 CO1360'TANK THAT IS LOCATED JUST EAST OF THE CONEHATTA INDIAN SCHOOL
 CO1360'IN THE EAST SECTION OF CONEHATTA.  THE TANK IS SPHERICAL IN SHAPE,
 CO1360'SUPPORTED BY THREE STRUCTURAL STEEL LEGS AND IS PAINTED
 CO1360'ALUMINUM IN COLOR.  IT IS 110 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0761 ***********************************************************************
 DK0761  DESIGNATION -  CONTENT BOLT
 DK0761  PID         -  DK0761
 DK0761  STATE/COUNTY-  MS/BOLIVAR
 DK0761  USGS QUAD   -  CATFISH POINT (1972)
 DK0761
 DK0761                         *CURRENT SURVEY CONTROL
 DK0761  ___________________________________________________________________
 DK0761* NAD 83(1986)-  33 39 48.     (N)    091 08 12.     (W)     SCALED    
 DK0761* NAVD 88     -        43.07   (+/-2cm)     141.3    (feet)  VERTCON   
 DK0761  ___________________________________________________________________
 DK0761  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0761  VERT ORDER  -  ? (See Below)
 DK0761
 DK0761.The horizontal coordinates were scaled from a topographic map and have
 DK0761.an estimated accuracy of +/- 6 seconds.
 DK0761
 DK0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0761.The vertical order pertains to the NGVD 29 superseded value.
 DK0761
 DK0761.The geoid height was determined by GEOID03.
 DK0761
 DK0761;                    North         East    Units  Estimated Accuracy
 DK0761;SPC MS W     -   461,900.      625,500.      MT  (+/- 180 meters Scaled)
 DK0761
 DK0761                          SUPERSEDED SURVEY CONTROL
 DK0761
 DK0761  NGVD 29 (??/??/??)   43.155  (m)          141.58   (f) ADJUSTED    ?  
 DK0761
 DK0761.Superseded values are not recommended for survey control.
 DK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0761.See file dsdata.txt to determine how the superseded data were derived.
 DK0761
 DK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT727263(NAD 83)
 DK0761_MARKER: B = BOLT
 DK0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0761_SP_SET: STONE
 DK0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0761+STABILITY: SURFACE MOTION
 DK0761
 DK0761  HISTORY     - Date     Condition        Report By
 DK0761  HISTORY     - UNK      MONUMENTED       DOD
 DK0761  HISTORY     - 1934     GOOD             CGS
 DK0761
 DK0761                          STATION DESCRIPTION
 DK0761
 DK0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0761'5 MI W FROM BOLIVAR.
 DK0761'P.B.M. CONTENT IS A TILE AND PIPE, LOCATED ON LEFT BANK OF MISS.
 DK0761'RIVER, ABOUT 5 MILES BELOW BOLIVAR, IN BOLIVAR COUNTY, MISS.  ABOUT
 DK0761'1/2 MILE NORTH OF EUTAW STORE, ON OLD CHOUTARD PLANTATION, 289 FT.
 DK0761'BACK OF CENTER OF LEVEE, SOUTH OF ROAD ALONG LEVEE, IN YARD OF
 DK0761'CABIN, 3.3 FT. NORTH OF NORTHEAST CORNER OF PORCH, IN LINE WITH A ROW
 DK0761'OF TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0760 ***********************************************************************
 DK0760  DESIGNATION -  CONTENT CAP
 DK0760  PID         -  DK0760
 DK0760  STATE/COUNTY-  MS/BOLIVAR
 DK0760  USGS QUAD   -  CATFISH POINT (1972)
 DK0760
 DK0760                         *CURRENT SURVEY CONTROL
 DK0760  ___________________________________________________________________
 DK0760* NAD 83(1986)-  33 39 49.     (N)    091 08 13.     (W)     SCALED    
 DK0760* NAVD 88     -        44.28   (+/-2cm)     145.3    (feet)  VERTCON   
 DK0760  ___________________________________________________________________
 DK0760  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0760  VERT ORDER  -  ? (See Below)
 DK0760
 DK0760.The horizontal coordinates were scaled from a topographic map and have
 DK0760.an estimated accuracy of +/- 6 seconds.
 DK0760
 DK0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0760.The vertical order pertains to the NGVD 29 superseded value.
 DK0760
 DK0760.The geoid height was determined by GEOID03.
 DK0760
 DK0760;                    North         East    Units  Estimated Accuracy
 DK0760;SPC MS W     -   461,930.      625,470.      MT  (+/- 180 meters Scaled)
 DK0760
 DK0760                          SUPERSEDED SURVEY CONTROL
 DK0760
 DK0760  NGVD 29 (??/??/??)   44.370  (m)          145.57   (f) ADJUSTED    ?  
 DK0760
 DK0760.Superseded values are not recommended for survey control.
 DK0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0760.See file dsdata.txt to determine how the superseded data were derived.
 DK0760
 DK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT727264(NAD 83)
 DK0760_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0760_SP_SET: TILE
 DK0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0760
 DK0760  HISTORY     - Date     Condition        Report By
 DK0760  HISTORY     - UNK      MONUMENTED       DOD
 DK0760  HISTORY     - 1934     GOOD             CGS
 DK0760
 DK0760                          STATION DESCRIPTION
 DK0760
 DK0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0760'5 MI W FROM BOLIVAR.
 DK0760'P.B.M. CONTENT IS A TILE AND PIPE, LOCATED ON LEFT BANK OF MISS.
 DK0760'RIVER, ABOUT 5 MILES BELOW BOLIVAR, IN BOLIVAR COUNTY, MISS. ABOUT 1/2
 DK0760'MILE NORTH OF EUTAW STORE, ON OLD CHOUTARD PLANTATION, 289 FT. BACK OF
 DK0760'CENTER OF LEVEE, SOUTH OF ROAD ALONG LEVEE, IN YARD OF CABIN,
 DK0760'3.3 FT. NORTH OF NORTHEAST CORNER OF PORCH, IN LINE WITH A ROW OF
 DK0760'TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2220 ***********************************************************************
 BH2220  DESIGNATION -  CONVICT
 BH2220  PID         -  BH2220
 BH2220  STATE/COUNTY-  MS/JACKSON
 BH2220  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2220
 BH2220                         *CURRENT SURVEY CONTROL
 BH2220  ___________________________________________________________________
 BH2220* NAD 83(1993)-  30 23 23.56417(N)    088 32 07.54571(W)     ADJUSTED  
 BH2220* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2220  ___________________________________________________________________
 BH2220  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BH2220  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH2220  HORZ ORDER  -  SECOND
 BH2220
 BH2220.The horizontal coordinates were established by classical geodetic methods
 BH2220.and adjusted by the National Geodetic Survey in May 1994.
 BH2220
 BH2220.The orthometric height was scaled from a topographic map.
 BH2220
 BH2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2220
 BH2220.The geoid height was determined by GEOID03.
 BH2220
 BH2220;                    North         East     Units Scale Factor Converg.
 BH2220;SPC MS E     -    98,677.158   328,629.257   MT  0.99996011   +0 09 02.5
 BH2220;SPC MS E     -   323,743.31  1,078,177.82   sFT  0.99996011   +0 09 02.5
 BH2220;SPC AL W     -    43,672.323   500,492.072   MT  1.00005545   -0 31 25.9
 BH2220;UTM  16      - 3,362,988.444   352,484.998   MT  0.99986846   -0 46 36.8
 BH2220
 BH2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2220!SPC MS E     -   1.00000381  x   0.99996011  =   0.99996392
 BH2220!SPC AL W     -   1.00000381  x   1.00005545  =   1.00005926
 BH2220!UTM  16      -   1.00000381  x   0.99986846  =   0.99987227
 BH2220
 BH2220:                Primary Azimuth Mark                     Grid Az
 BH2220:SPC MS E     -  CRICKETT                                 170 44 24.4
 BH2220:SPC AL W     -  CRICKETT                                 171 24 52.8
 BH2220:UTM  16      -  CRICKETT                                 171 40 03.7
 BH2220
 BH2220|---------------------------------------------------------------------|
 BH2220| PID    Reference Object                     Distance      Geod. Az  |
 BH2220|                                                           dddmmss.s |
 BH2220| BH2221 CRICKETT                            APPROX. 0.6 KM 1705326.9 |
 BH2220| DD7734 CONVICT RM 1                         20.010 METERS 18159     |
 BH2220| BH2219 CROKER                              391.977 METERS 34239     |
 BH2220|---------------------------------------------------------------------|
 BH2220
 BH2220                          SUPERSEDED SURVEY CONTROL
 BH2220
 BH2220  NAD 83(1993)-  30 23 23.57287(N)    088 32 07.54137(W) AD(       ) 2
 BH2220  NAD 83(1986)-  30 23 23.58946(N)    088 32 07.53722(W) AD(       ) 2
 BH2220  NAD 27      -  30 23 22.86500(N)    088 32 07.47900(W) AD(       ) 2
 BH2220
 BH2220.Superseded values are not recommended for survey control.
 BH2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2220.See file dsdata.txt to determine how the superseded data were derived.
 BH2220
 BH2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5248562988(NAD 83)
 BH2220_MARKER: DS = TRIANGULATION STATION DISK
 BH2220_SETTING: 0 = UNSPECIFIED SETTING
 BH2220
 BH2220  HISTORY     - Date     Condition        Report By
 BH2220  HISTORY     - 1921     MONUMENTED       CGS
 BH2220  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2220
 BH2220                          STATION DESCRIPTION
 BH2220
 BH2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2220'STATION IS 1-3/4 MILES S OF MOSS POINT A AND M DEPOT.  STATION MARK
 BH2220'IS STANDARD BRONZE DISK SET IN E EDGE OF CONCRETE ROAD, 45 METERS
 BH2220'N OF FIRST ROAD TURNING W AFTER CROSSING JUNCTION OF CONCRETE ROAD
 BH2220'AND A AND M RAILROAD GOING S ALONG SAID CONCRETE ROAD 60 METERS N
 BH2220'OF S END OF FIRST CURVE S OF JUNCTION WHERE THE A AND M RAILROAD
 BH2220'CROSSES THE CONCRETE ROAD, 0.360 METER, OR 1.18 FEET FROM E EDGE
 BH2220'OF CONCRETE ROAD.
 BH2220'
 BH2220'REFERENCE MARK IS STANDARD BRONZE DISK CEMENTED IN DRILL HOLE IN W
 BH2220'EDGE OF SAID CONCRETE ROAD, 0.300 METER OR 0.98 FOOT FROM W EDGE OF
 BH2220'SAID ROAD.
 BH2220
 BH2220                          STATION RECOVERY (1959)
 BH2220
 BH2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2220'NOT RECOVERED.  THE CONCRETE HIGHWAY HAS BEEN COVERED BY BLACKTOP.
 BH2220'THE MARKS ARE PROBABLY IN PLACE UNDER THE SURFACING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3140 ***********************************************************************
 EH3140  DESIGNATION -  CONWAY
 EH3140  PID         -  EH3140
 EH3140  STATE/COUNTY-  MS/COAHOMA
 EH3140  USGS QUAD   -  FRIARS POINT (1964)
 EH3140
 EH3140                         *CURRENT SURVEY CONTROL
 EH3140  ___________________________________________________________________
 EH3140* NAD 83(1986)-  34 15 57.     (N)    090 43 04.     (W)     SCALED    
 EH3140* NAVD 88     -        53.11   (+/-2cm)     174.2    (feet)  VERTCON   
 EH3140  ___________________________________________________________________
 EH3140  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH3140  VERT ORDER  -  THIRD ? (See Below)
 EH3140
 EH3140.The horizontal coordinates were scaled from a topographic map and have
 EH3140.an estimated accuracy of +/- 6 seconds.
 EH3140
 EH3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3140.The vertical order pertains to the NGVD 29 superseded value.
 EH3140
 EH3140.The geoid height was determined by GEOID03.
 EH3140
 EH3140;                    North         East    Units  Estimated Accuracy
 EH3140;SPC MS W     -   528,500.      664,600.      MT  (+/- 180 meters Scaled)
 EH3140
 EH3140                          SUPERSEDED SURVEY CONTROL
 EH3140
 EH3140  NGVD 29 (07/19/86)   53.17   (m)          174.4    (f) LEVELING    3  
 EH3140
 EH3140.Superseded values are not recommended for survey control.
 EH3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3140.See file dsdata.txt to determine how the superseded data were derived.
 EH3140
 EH3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT101939(NAD 83)
 EH3140_MARKER: P = PIPE CAP
 EH3140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH3140
 EH3140  HISTORY     - Date     Condition        Report By
 EH3140  HISTORY     - 1931     MONUMENTED       MRC
 EH3140  HISTORY     - 1973     GOOD             MSHD
 EH3140
 EH3140                          STATION DESCRIPTION
 EH3140
 EH3140'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 EH3140'BACK OF CHUTE OF ISLAND 63, 3,000 FEET EAST OF LEVEE, 3/4
 EH3140'MILE BELOW LEVEE MILESTONE 80/81 IN UPPER YAZOO LEVEE DISTRICT,
 EH3140'80 FEET NORTH OF EAST-AND-WEST ROAD, IN CHURCHYARD, AND 40
 EH3140'FEET NORTH OF SOUTHWEST CORNER OF CHURCH.  MARKED BY BRASS
 EH3140'CAP ON IRON PIPE AND CONCRETE TILE.  STATION P.B.M. 30/A
 EH3140'(M.R.C.) (SEE DESCRIPTION THEREOF) IS 895.6 METERS (2,938 FEET)
 EH3140'FROM STATION, S 88 DEG 11 MIN 34.7 SEC W.  STATION
 EH3140'MC WILLIAMS (SEE DESCRIPTION THEREOF) WAS 1,030.506 METERS
 EH3140'(3,380.92 FEET) FROM STATION, S 87 DEG 44 MIN 11.3 SEC W.
 EH3140'STATION MC WILLIAMS 2 (SEE DESCRIPTION THEREOF) IS
 EH3140'238.418 METERS (782.21 FEET) FROM STATION, S 87 DEG
 EH3140'44 MIN 11.3 SEC W.
 EH3140
 EH3140                          STATION RECOVERY (1973)
 EH3140
 EH3140'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH3140'THE STATION WAS VISITED 5-4-73 AND THE MARK WAS FOUND TO BE IN GOOD
 EH3140'CONDITION.
 EH3140'
 EH3140'THE STATION IS LOCATED 2.6 MILES WEST OF FARRELL NEAR THE NE CORNER
 EH3140'OF THE FLUE ALONG THE EAST WALL OF THE ZION CHURCH, 0.35 MILE EAST
 EH3140'OF THE MISSISSIPPI RIVER LEVEE, 3.8 MILES NORTH OF SHERARD, 4.7
 EH3140'MILES SW OF STOVALL IN THE SE 1/4 OF SECTION 28, T 28N, R 5W.  IT IS
 EH3140'96 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 41 FEET NORTH OF
 EH3140'THE SE CORNER OF THE CHURCH, 30 FEET SOUTH OF THE NE CORNER OF
 EH3140'THE CHURCH, 0.7 FEET NE OF THE NE CORNER OF A BRICK FLUE, 45.5
 EH3140'FEET NW OF A PICTURE PUMP AND 5 FEET WEST OF THE PROJECTED
 EH3140'CENTER OF THE CHURCH DRIVEWAY.  IT IS A USE CAP ON A 4 INCH IRON
 EH3140'PIPE PROJECTING 13 INCHES AND IS STAMPED CONWAY.
 EH3140'
 EH3140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 322 AND STATE
 EH3140'HIGHWAY 1 AT SHERARD GO NE ON STATE HIGHWAY 1 FOR 4.1 MILES TO THE
 EH3140'CROSSROAD AT FARRELL.  TURN LEFT AND GO WEST ON A BLACK TOP ROAD
 EH3140'FOR 2.4 MILES TO A SIDE ROAD LEFT.  CONTINUE WEST ON A BLACK TOP
 EH3140'ROAD FOR 0.35 MILE TO THE CHURCH AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1697 ***********************************************************************
 BV1697  DESIGNATION -  COOK
 BV1697  PID         -  BV1697
 BV1697  STATE/COUNTY-  MS/MARION
 BV1697  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1697
 BV1697                         *CURRENT SURVEY CONTROL
 BV1697  ___________________________________________________________________
 BV1697* NAD 83(1993)-  31 17 03.81000(N)    089 45 49.01052(W)     ADJUSTED  
 BV1697* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BV1697  ___________________________________________________________________
 BV1697  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BV1697  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV1697  HORZ ORDER  -  FIRST
 BV1697
 BV1697.The horizontal coordinates were established by classical geodetic methods
 BV1697.and adjusted by the National Geodetic Survey in May 1994.
 BV1697
 BV1697.The orthometric height was scaled from a topographic map.
 BV1697
 BV1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1697
 BV1697.The geoid height was determined by GEOID03.
 BV1697
 BV1697;                    North         East     Units Scale Factor Converg.
 BV1697;SPC MS W     -   197,946.258   754,246.179   MT  0.99998628   +0 17 45.1
 BV1697;SPC MS W     -   649,428.68  2,474,556.01   sFT  0.99998628   +0 17 45.1
 BV1697;SPC MS E     -   198,179.644   211,421.613   MT  1.00004674   -0 28 59.2
 BV1697;SPC MS E     -   650,194.38    693,639.08   sFT  1.00004674   -0 28 59.2
 BV1697;UTM  16      - 3,464,416.842   236,907.535   MT  1.00045385   -1 26 09.4
 BV1697
 BV1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1697!SPC MS W     -   0.99998490  x   0.99998628  =   0.99997118
 BV1697!SPC MS E     -   0.99998490  x   1.00004674  =   1.00003164
 BV1697!UTM  16      -   0.99998490  x   1.00045385  =   1.00043875
 BV1697
 BV1697:                Primary Azimuth Mark                     Grid Az
 BV1697:SPC MS W     -  COOK AZ MK                               005 13 27.1
 BV1697:SPC MS E     -  COOK AZ MK                               006 00 11.4
 BV1697:UTM  16      -  COOK AZ MK                               006 57 21.6
 BV1697
 BV1697|---------------------------------------------------------------------|
 BV1697| PID    Reference Object                     Distance      Geod. Az  |
 BV1697|                                                           dddmmss.s |
 BV1697| CG1428 COOK AZ MK                                         0053112.2 |
 BV1697| BV1679 LITTLE                              APPROX. 8.8 KM 1554954.0 |
 BV1697| CG1431 COOK RM 3                            17.629 METERS 26210     |
 BV1697| CG1429 COOK RM 1                            35.165 METERS 26210     |
 BV1697| CG1430 COOK RM 2                            44.714 METERS 35923     |
 BV1697|---------------------------------------------------------------------|
 BV1697
 BV1697                          SUPERSEDED SURVEY CONTROL
 BV1697
 BV1697  NAD 83(1986)-  31 17 03.82457(N)    089 45 49.00866(W) AD(       ) 1
 BV1697  NAD 27      -  31 17 03.19000(N)    089 45 48.72800(W) AD(       ) 1
 BV1697
 BV1697.Superseded values are not recommended for survey control.
 BV1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1697.See file dsdata.txt to determine how the superseded data were derived.
 BV1697
 BV1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3690864417(NAD 83)
 BV1697_MARKER: DS = TRIANGULATION STATION DISK
 BV1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1697+STABILITY: SURFACE MOTION
 BV1697
 BV1697  HISTORY     - Date     Condition        Report By
 BV1697  HISTORY     - 1934     MONUMENTED       CGS
 BV1697  HISTORY     - 1948     GOOD             LOCSUR
 BV1697  HISTORY     - 1955     GOOD             CGS
 BV1697  HISTORY     - 1969     GOOD             CGS
 BV1697
 BV1697                          STATION DESCRIPTION
 BV1697
 BV1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1697'ABOUT 9-1/4 MILES SOUTHEAST OF GOSS, ABOUT 5 MILES EAST-NORTHEAST OF
 BV1697'COLUMBIA, IN THE NORTHEAST QUARTER OF SEC. 25, T. 4 N., R. 18 W. IN
 BV1697'THE EDGE OF A WOODS OF SECOND GROWTH TIMBER ON THE PROPERTY OF L.N.
 BV1697'COOK, 11 YARDS NORTH-NORTHEAST OF A FENCE LINE, 5 YARDS NORTH-
 BV1697'NORTHEAST OF A 5-INCH OAK, AND 27 YARDS WEST-SOUTHWEST OF A
 BV1697'12-INCH PINE.
 BV1697'
 BV1697'TO REACH FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE IN COLUMBIA,
 BV1697'GO EAST ON STATE HIGHWAY 24 FOR 1.3 MILES TO A GRAVEL FORK LEFT,
 BV1697'TURN LEFT FOR 1.55 MILES TO FORKS, KEEP RIGHT (MAIN) FORK AND GO
 BV1697'3.0 MILES TO A DIM CROSS ROAD JUST BEFORE REACHING A HOUSE,
 BV1697'TURN RIGHT ALONG
 BV1697'SOUTH SIDE OF HOUSE FOR 0.4 MILE TO DRIVEWAY TO THE COOK
 BV1697'HOUSE, TURN RIGHT FOR 0.25 MILE ALONG EAST SIDE OF THE COOK HOUSE
 BV1697'AND BARN AND THROUGH GATE AT SOUTH SIDE OF BARN VIA DIM ROAD TO
 BV1697'THE FENCE LINE AND STATION ON RIGHT.
 BV1697'
 BV1697'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BV1697'DISKS SET IN CONCRETE.
 BV1697'
 BV1697'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION ALONG AND 1
 BV1697'FOOT EAST OF A NORTH-SOUTH FENCE LINE, 13 FEET NORTH OF A FENCE
 BV1697'CORNER, AND 10 YARDS SOUTHWEST OF AN 8-INCH PINE.
 BV1697'
 BV1697'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION IN A FIELD OF SCRUB
 BV1697'OAK TREES, AND 33 YARDS NORTH OF A 12-INCH PINE.
 BV1697'
 BV1697'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION ON THE COOK PROPERTY,
 BV1697'ALONG THE ROAD LEADING TO THE STATION, 80 YARDS NORTH OF THE COOK
 BV1697'HOUSE, AND 6 YARDS NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD.
 BV1697'
 BV1697'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 BV1697'
 BV1697'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BV1697
 BV1697                          STATION RECOVERY (1948)
 BV1697
 BV1697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (CHB)
 BV1697'STATION WAS LOCATED AS DESCRIBED BY C.H. BLANCHARD, ARK. FUEL OIL CO.
 BV1697
 BV1697                          STATION RECOVERY (1955)
 BV1697
 BV1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1697'THE STATION WAS VISITED ON JULY 13, 1955, AND ALL MARKS WERE FOUND
 BV1697'IN GOOD CONDITION. THE SECOND GROWTH OF TIMBER MENTIONED IN THE
 BV1697'ORIGINAL DESCRIPTION HAS BEEN CUT AND THE AREA CLEARED OFF, AND THE
 BV1697'TOP OF THE HILL IS NOW A CULTIVATED FIELD WITH A SMALL NARROW
 BV1697'STRIP FENCE OFF BETWEEN TWO FIELDS. THE STATION IS IN THIS SMALL
 BV1697'FENCE AREA. A NEW DESCRIPTION FOLLOWS--
 BV1697'
 BV1697'THE STATION IS LOCATED ABOUT 5 MI. E OF COLUMBIA, 9 MI. SE OF GOSS,
 BV1697'ON A HIGH RIDGE OWNED BY MRS. L.N. COOK, AND IN A SMALL PASTURE LOT
 BV1697'WHICH IS BETWEEN TWO CULTIVATED FIELDS. IT IS 0.25 MI. W-SW OF THE
 BV1697'LARGE HOUSE OWNED BY MRS. L.N. COOK, 99 FT. SE OF A LARGE PINE
 BV1697'TREE, 6 FT. SW OF A FENCE LINE, 29 FT. NE OF A FENCE LINE, AND 115
 BV1697'FT. SE OF A FENCE LINE. IT IS A STANDARD DISK, STAMPED COOK 1934
 BV1697'AND PROJECTING 8 IN.
 BV1697'
 BV1697'REFERENCE MARK 1 IS 115.39 FT. W-NW OF THE STATION, IN THE W END OF
 BV1697'THE PASTURE LOT, 12 FT. NE OF THE SW CORNER OF THE PASTURE LOT, 27
 BV1697'FT. SW OF THE NE CORNER OF THE PASTURE LOT, AND 13 FT. SW OF A
 BV1697'12-IN.  PINE TREE. IT IS A STANDARD DISK, STAMPED COOK NO 1 1934 AND
 BV1697'PROJECTING 8 IN.
 BV1697'
 BV1697'REFERENCE MARK 2 IS 146.70 FT. E-NE OF THE STATION, NEAR THE CENTER
 BV1697'OF A CULTIVATED FIELD, 140 FT. NE OF THE N FENCE LINE OF THE PASTURE
 BV1697'LOT, AND 108 FT. E OF A FENCE LINE. IT IS A STANDARD DISK, STAMPED
 BV1697'COOK NO 2 1934 AND PROJECTING 6 IN.
 BV1697'
 BV1697'THE AZIMUTH MARK IS 0.25 MI. E-NE OF THE STATION, 80 YD. NW OF THE
 BV1697'COOK HOUSE, 84 FT. NW OF TWIN OAK TREES, 34 FT. NW OF A LONE OAK
 BV1697'TREE, AND IN A CLEARED AREA N-NW OF THE HOUSE. IT IS A STANDARD
 BV1697'DISK, STAMPED COOK AZI 1934 AND PROJECTING 4 IN.
 BV1697'
 BV1697'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA, GO E ON STATE
 BV1697'HIGHWAY 44 FOR 1.3 MI. TO A FORK, TAKE THE LEFT FORK (STATE HIGHWAY
 BV1697'44) AND GO 4.4 MI. TO A FORK, TAKE THE RIGHT FORK AND GO 0.4 MI. TO
 BV1697'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.4 MI. TO A DRIVEWAY ON THE
 BV1697'RIGHT, TURN RIGHT AND GO ABOUT 100 YD. TO THE HOUSE AND THE
 BV1697'AZIMUTH MARK ON THE RIGHT. THE STATION IS 0.25 MI. W-SW OF THE
 BV1697'HOUSE ON THE TOP OF THE HILL.
 BV1697
 BV1697                          STATION RECOVERY (1969)
 BV1697
 BV1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFM)
 BV1697'THE STATION WAS VISITED 6-12-69 AND THE STATION AND REFERENCE
 BV1697'MARK NO. 1 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND
 BV1697'REFERENCE MARK NO. 2 WERE DESTROYED DUE TO CULTIVATION.  REFERENCE
 BV1697'MARK NO. 3 WAS ESTABLISHED AT THIS DATE ON LINE BETWEEN THE
 BV1697'STATION AND REFERENCE MARK NO. 1.  A NEW DESCRIPTION FOLLOWS--
 BV1697'
 BV1697'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF GOSS AND
 BV1697'5 MILES NORTHEAST OF COLUMBIA ON A HILL AND ON THE PROPERTY OWNED
 BV1697'BY MRS I.N. COOK.  IT IS IN A SMALL PASTURE BETWEEN TWO
 BV1697'CULTIVATED FIELDS ABOUT 0.25 MILE SSW OF THE LARGE WHITE HOUSE
 BV1697'OWNED BY MRS COOK.  IT IS 118 FEET NE OF A FENCE LINE, 7 FEET SSE
 BV1697'OF A FENCE LINE, 30 FEET NNW OF A FENCE LINE, 7 FEET SE OF AN
 BV1697'8-INCH OAK TREE, 37 FEET NE OF A 10-INCH OAK TREE, 20 FEET WSW
 BV1697'OF A 12-INCH OAK TREE AND 1.5 FEET NNW OF A METAL WITNESS
 BV1697'POST.  IT IS A TRIANGULATION STATION DISK, STAMPED COOK 1934,
 BV1697'PROJECTING 8 INCHES.
 BV1697'
 BV1697'REFERENCE MARK NO. 1 IS 115.37 FEET WSW OF THE STATION, AT THE
 BV1697'SOUTHWEST END OF THE SMALL PASTURE LOT.  IT IS 3 FEET NE OF A
 BV1697'FENCE LINE, 28 FEET SE OF A FENCE LINE, 12.5 FEET NW OF A FENCE
 BV1697'LINE AND 1 FOOT WNW OF A METAL WITNESS POST.  IT IS A REFERENCE
 BV1697'MARK DISK STAMPED COOK NO 1 1934, PROJECTING 6 INCHES.
 BV1697'
 BV1697'REFERENCE MARK NO. 3 IS 57.83 FEET SOUTHWEST OF THE STATION AND
 BV1697'ON LINE WITH THE STATION AND REFERENCE MARK NO. 1.  IT IS 60.5
 BV1697'FEET NORTHEAST OF A FENCE LINE, 20 FEET NNW OF A FENCE LINE, 17
 BV1697'FEET SSE OF A FENCE LINE, 21 FEET SW OF A 10-INCH OAK TREE AND 1
 BV1697'FOOT SSE OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 BV1697'STAMPED COOK 1934 NO 3 1969, PROJECTING 4 INCHES.
 BV1697'
 BV1697'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION AT THIS DATE.
 BV1697'
 BV1697'TO REACH THE STATION FROM THE MARION COUNTY COURTHOUSE IN
 BV1697'COLUMBIA, GO EAST ON BROAD STREET (U.S. HIGHWAY 98 FOR 1.3 MILES
 BV1697'TO ITS JUNCTION WITH STATE HIGHWAY 44.  TURN LEFT ON STATE HIGHWAY
 BV1697'44 AND GO NORTHEAST TO A FORKS AND A STORE, TAKE RIGHT FORK AND
 BV1697'GO NORTHEAST FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BV1697'GO SOUTHEAST FOR 0.25 TO A DRIVEWAY TO A LARGE WHITE HOUSE, TURN
 BV1697'RIGHT AND PASS BY THE RIGHT (WEST) SIDE OF THE HOUSE TO A FENCE
 BV1697'LINE, FOLLOW ALONG THE FENCE LINE FOR ABOUT 0.15 MILE TO A
 BV1697'SMALL PASTURE ON THE HIGHEST PART OF THE HILL AND THE STATION.
 BV1697'
 BV1697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1697'5 MILES ENE OF COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1576 ***********************************************************************
 EG1576  DESIGNATION -  COON
 EG1576  PID         -  EG1576
 EG1576  STATE/COUNTY-  MS/LEE
 EG1576  USGS QUAD   -  BISSELL (1979)
 EG1576
 EG1576                         *CURRENT SURVEY CONTROL
 EG1576  ___________________________________________________________________
 EG1576* NAD 83(1993)-  34 13 34.22977(N)    088 48 07.39036(W)     ADJUSTED  
 EG1576* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 EG1576  ___________________________________________________________________
 EG1576  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EG1576  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1576  HORZ ORDER  -  THIRD
 EG1576
 EG1576.The horizontal coordinates were established by classical geodetic methods
 EG1576.and adjusted by the National Geodetic Survey in May 1994.
 EG1576
 EG1576.The orthometric height was scaled from a topographic map.
 EG1576
 EG1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1576
 EG1576.The geoid height was determined by GEOID03.
 EG1576
 EG1576;                    North         East     Units Scale Factor Converg.
 EG1576;SPC MS E     -   524,034.732   302,882.013   MT  0.99995010   +0 01 03.3
 EG1576;SPC MS E     - 1,719,270.62    993,705.40   sFT  0.99995010   +0 01 03.3
 EG1576;UTM  16      - 3,788,702.714   334,016.545   MT  0.99993961   -1 00 49.7
 EG1576
 EG1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1576!SPC MS E     -   0.99998641  x   0.99995010  =   0.99993651
 EG1576!UTM  16      -   0.99998641  x   0.99993961  =   0.99992602
 EG1576
 EG1576|---------------------------------------------------------------------|
 EG1576| PID    Reference Object                     Distance      Geod. Az  |
 EG1576|                                                           dddmmss.s |
 EG1576| CG3838 COON RM 1                            23.544 METERS 00130     |
 EG1576| CG3837 COON AZ MK                                         1183930.4 |
 EG1576| CG3839 COON RM 2                            34.293 METERS 18144     |
 EG1576|---------------------------------------------------------------------|
 EG1576
 EG1576                          SUPERSEDED SURVEY CONTROL
 EG1576
 EG1576  NAD 83(1993)-  34 13 34.23953(N)    088 48 07.38981(W) AD(       ) 3
 EG1576  NAD 83(1986)-  34 13 34.24116(N)    088 48 07.38856(W) AD(       ) 3
 EG1576  NAD 27      -  34 13 33.85446(N)    088 48 07.18970(W) AD(       ) 3
 EG1576
 EG1576.Superseded values are not recommended for survey control.
 EG1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1576.See file dsdata.txt to determine how the superseded data were derived.
 EG1576
 EG1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3401788703(NAD 83)
 EG1576_MARKER: DS = TRIANGULATION STATION DISK
 EG1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1576+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2002
 EG1576
 EG1576  HISTORY     - Date     Condition        Report By
 EG1576  HISTORY     - 1967     MONUMENTED       CGS
 EG1576  HISTORY     - 1967     GOOD             MSSU
 EG1576  HISTORY     - 20020109 GOOD             INDIV
 EG1576
 EG1576                          STATION DESCRIPTION
 EG1576
 EG1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1576'STATION IS ABOUT 5 MILES SOUTHWEST OF TUPELO, 1.5 MILES EAST OF THE
 EG1576'LEE-PONTOTOC
 EG1576'COUNTY LINE, 0.3 MILE NORTHWEST OF VOR TUPELO TUP AND ON
 EG1576'THE PROPERTY OF MR ELDON
 EG1576'STARLING.
 EG1576'
 EG1576'TO REACH THE STATION FROM THE POST OFFICE IN VERONA, GO SOUTH ON U S
 EG1576'HIGHWAY 45 FOR
 EG1576'0.15 MILE TO PALMETTO ROAD ON THE RIGHT.  TURN RIGHT
 EG1576'AND GO WEST ON PALMETTO ROAD FOR
 EG1576'3.45 MILES TO A CROSSROAD.  TURN
 EG1576'RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.4 MILES TO
 EG1576'ATHE NATCHEZ
 EG1576'TRACE PARKWAY.  CROSS THE PARKWAY AND CONTINUE NORTH ON THE PAVED
 EG1576'ROAD FOR 0.65 MILE
 EG1576'TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK
 EG1576'FROM THIS POINT TURN LEFT AND GO WEST
 EG1576'ON A GRAVELED ROAD FOR 0.65
 EG1576'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A
 EG1576'TRACK ROAD FOR
 EG1576'0.25 MILE TO THE VOR AND THE AZIMUTH MARK NEAR A RANGE POLE ON
 EG1576'THE NORTH SIDE OF THE
 EG1576'BUILDING).  CONTINUE NORTH ON THE PAVED ROAD
 EG1576'FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN
 EG1576'LEFT AND GO SOUTHWEST AND
 EG1576'SOUTH ON A DIRT ROAD FOR 0.5 MILE TO A FORK JUST WEST OF
 EG1576'FARM
 EG1576'BUILDINGS.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON A TRACK ROAD
 EG1576'FOR 0.15 MILE TO A
 EG1576'WIRE GAP.  CONTINUE SOUTH ON A FIELD ROAD FOR 0.05
 EG1576'MILE TO ANOTHER WIRE GAP.  PASS
 EG1576'THROUGH WIRE GAP AND GO SOUTHWEST AND
 EG1576'WEST KEEPING ON THE NORTH SIDE OF A DITCH FOR 0.2
 EG1576'MILE TO WHERE THE
 EG1576'DITCH BECOMES SHALLOW.  CROSS THE DITCH AND GO SOUTH-SOUTHWEST
 EG1576'ACROSS SPARSELY
 EG1576'TIMBERED PASTURE LAND FOR 0.3 MILE TO A NORTH-SOUTH FENCE
 EG1576'LINE AND THE STATION.
 EG1576'
 EG1576'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCETE MONUMENTS.
 EG1576'
 EG1576'STATION MARK, STAMPED COON 1967, PROJECTS 6 INCHES.  IT IS 1.5 FEET
 EG1576'EAST OF A FENCE,
 EG1576'2.5 FEET NORTHEAST OF A METAL WITNESS POST, 49 FEET
 EG1576'SOUTHWEST OF A 10 INCH TWIN TRUNK
 EG1576'TREE AND 73 FEET SOUTHWEST OF A 10
 EG1576'INCH TREE WITH A TRIANGULAR BLAZE ON ITS EAST SIDE.
 EG1576'
 EG1576'R M 1, STAMPED COON NO 1 1967, PROJECTS 5 INCHES.  IT IS 1 FOOT EAST
 EG1576'OF THE FENCE AND
 EG1576'1.9 FEET SOUTH OF A METAL WITNESS POST.
 EG1576'
 EG1576'R M 2, STAMPED COON NO 2 1967, PROJECTS 5 INCHES.  IT IS 1.3 FEET
 EG1576'EAST OF THE FENCE
 EG1576'AND 1.6 FEET NORTHEAST OF A METAL WITNESS POST.
 EG1576'
 EG1576'AZIMUTH MARK, STAMPED COON 1967, PROJECTS 8 INCHES.  IT IS 2 FEET
 EG1576'NORTH OF A METAL
 EG1576'WITNESS POST, 2.5 FEET NORTHWEST OF A RANGE POLE AND
 EG1576'43 FEET NORTH OF THE NORTH WALL OF
 EG1576'THE VOR BUILDING.
 EG1576'
 EG1576'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EG1576
 EG1576                          STATION RECOVERY (1967)
 EG1576
 EG1576'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1967 (SN)
 EG1576'COON 1967 RECOVERED GOOD.
 EG1576'
 EG1576'COON 1967 (AZ.) RECOVERED GOOD.
 EG1576'
 EG1576'COON NO 1 1967 RECOVERED GOOD.
 EG1576'
 EG1576'COON NO 2 1967 RECOVERED GOOD.
 EG1576
 EG1576                          STATION RECOVERY (2002)
 EG1576
 EG1576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AA)
 EG1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2636 ***********************************************************************
 CP2636  DESIGNATION -  COOPER
 CP2636  PID         -  CP2636
 CP2636  STATE/COUNTY-  MS/HINDS
 CP2636  USGS QUAD   -  NEW BYRAM (1980)
 CP2636
 CP2636                         *CURRENT SURVEY CONTROL
 CP2636  ___________________________________________________________________
 CP2636* NAD 83(1993)-  32 13 51.64160(N)    090 22 03.74958(W)     ADJUSTED  
 CP2636* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 CP2636  ___________________________________________________________________
 CP2636  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CP2636  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2636  HORZ ORDER  -  FIRST
 CP2636
 CP2636.The horizontal coordinates were established by classical geodetic methods
 CP2636.and adjusted by the National Geodetic Survey in May 1994.
 CP2636
 CP2636.The orthometric height was scaled from a topographic map.
 CP2636
 CP2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2636
 CP2636.The geoid height was determined by GEOID03.
 CP2636
 CP2636;                    North         East     Units Scale Factor Converg.
 CP2636;SPC MS W     -   302,765.139   696,760.142   MT  0.99995013   -0 01 06.0
 CP2636;SPC MS W     -   993,321.96  2,285,953.90   sFT  0.99995013   -0 01 06.0
 CP2636;UTM  15      - 3,569,082.244   748,046.518   MT  1.00035882   +1 24 16.6
 CP2636
 CP2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2636!SPC MS W     -   0.99998280  x   0.99995013  =   0.99993293
 CP2636!UTM  15      -   0.99998280  x   1.00035882  =   1.00034162
 CP2636
 CP2636:                Primary Azimuth Mark                     Grid Az
 CP2636:SPC MS W     -  FOREST HILL WATER TANK                   062 33 21.4
 CP2636:UTM  15      -  FOREST HILL WATER TANK                   061 07 58.8
 CP2636
 CP2636|---------------------------------------------------------------------|
 CP2636| PID    Reference Object                     Distance      Geod. Az  |
 CP2636|                                                           dddmmss.s |
 CP2636| CP2666 FOREST HILL WATER TANK              APPROX. 9.2 KM 0623215.4 |
 CP2636| CY4129 COOPER RM 1                          20.610 METERS 09852     |
 CP2636| CY4130 COOPER RM 2                                        16653     |
 CP2636| CP2683 RAYMOND MUNICIPAL TANK              APPROX. 6.1 KM 3012829.8 |
 CP2636|---------------------------------------------------------------------|
 CP2636
 CP2636                          SUPERSEDED SURVEY CONTROL
 CP2636
 CP2636  NAD 83(1986)-  32 13 51.65554(N)    090 22 03.74529(W) AD(       ) 1
 CP2636  NAD 27      -  32 13 51.12100(N)    090 22 03.40700(W) AD(       ) 1
 CP2636
 CP2636.Superseded values are not recommended for survey control.
 CP2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2636.See file dsdata.txt to determine how the superseded data were derived.
 CP2636
 CP2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4804769082(NAD 83)
 CP2636_MARKER: DS = TRIANGULATION STATION DISK
 CP2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2636
 CP2636  HISTORY     - Date     Condition        Report By
 CP2636  HISTORY     - 1931     MONUMENTED       CGS
 CP2636  HISTORY     - 1938     GOOD             CGS
 CP2636
 CP2636                          STATION DESCRIPTION
 CP2636
 CP2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2636'ABOUT 3-1/2 MILES SE OF RAYMOND, AND 300 YARDS SE OF THE
 CP2636'COOPER WELLS HOTEL, ON LAND OWNED BY MRS. K.S. PRATT, WHO
 CP2636'LIVES AT THE HOTEL.
 CP2636'
 CP2636'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2636'DISKS SET IN CONCRETE.
 CP2636'
 CP2636'REFERENCE MARK NO. 1 IS E OF STATION.  REFERENCE MARK NO. 2
 CP2636'IS APPROXIMATELY 130 METERS S OF STATION, 4 METERS W OF A
 CP2636'WAGON ROAD RUNNING N-S, AND 15 METERS E OF CENTER LINE OF
 CP2636'GRAVEL ROAD.
 CP2636'
 CP2636'REACHED FROM RAYMOND BY FOLLOWING THE PAVED JACKSON ROAD
 CP2636'E FROM THE WATER TANK 3.0 MILES TO A GRAVELED ROAD LEADING
 CP2636'S AT A COOPER WELLS HOTEL SIGN.  FOLLOW THIS ROAD S (KEEPING
 CP2636'STRAIGHT AHEAD AT FIRST FORK) 1.5 MILES TO THE HOTEL AND
 CP2636'CONTINUE 0.3 MILE SE TO TOP OF HIGHEST SUMMIT.  STATION
 CP2636'IS 50 METERS E OF CENTER LINE OF ROAD AT THIS POINT, 50
 CP2636'METERS S OF A GRAVEL PIT (GRAVEL IS BEING TAKEN OUT OF PIT)
 CP2636'AND 30 YARDS N OF TIN CAN DUMP.
 CP2636'
 CP2636'HEIGHT OF SIGNAL ABOVE STATION MARK - 26.5 METERS.
 CP2636
 CP2636                          STATION RECOVERY (1938)
 CP2636
 CP2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MZB)
 CP2636'THIS STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR DISCREPANCIES
 CP2636'IN DIRECTIONS AND DISTANCES TO REFERENCE MARKS AS SHOWN
 CP2636'BELOW.  ALL MARKS WERE IN EXCELLENT CONDITION AND COULD
 CP2636'NOT POSSIBLY HAVE MOVED.  THE UNDERGROUND STATION MARK WAS
 CP2636'FOUND TO BE WELL CENTERED UNDER THE SURFACE STATION MARK.
 CP2636'
 CP2636'NOTE.--THIS STATION WAS REPLACED BY COOPER 2 UPON THE ADVICE
 CP2636'FROM S.A. GANO, ACME MATERIALS, MILLSAPS BUILDING, JACKSON,
 CP2636'MISS., THAT EXCAVATION OF GRAVEL WOULD ULTIMATELY DESTROY
 CP2636'STATION COOPER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1798 ***********************************************************************
 DJ1798  DESIGNATION -  COOPER
 DJ1798  PID         -  DJ1798
 DJ1798  STATE/COUNTY-  MS/LOWNDES
 DJ1798  USGS QUAD   -  STEENS (1987)
 DJ1798
 DJ1798                         *CURRENT SURVEY CONTROL
 DJ1798  ___________________________________________________________________
 DJ1798* NAD 83(1993)-  33 37 28.37180(N)    088 18 40.84463(W)     ADJUSTED  
 DJ1798* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 DJ1798  ___________________________________________________________________
 DJ1798  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DJ1798  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DJ1798  HORZ ORDER  -  THIRD
 DJ1798
 DJ1798.The horizontal coordinates were established by classical geodetic methods
 DJ1798.and adjusted by the National Geodetic Survey in May 1994.
 DJ1798
 DJ1798.The orthometric height was scaled from a topographic map.
 DJ1798
 DJ1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1798
 DJ1798.The geoid height was determined by GEOID03.
 DJ1798
 DJ1798;                    North         East     Units Scale Factor Converg.
 DJ1798;SPC MS E     -   457,426.678   348,432.679   MT  0.99997891   +0 17 20.6
 DJ1798;SPC MS E     - 1,500,740.69  1,143,149.55   sFT  0.99997891   +0 17 20.6
 DJ1798;SPC AL W     -   402,171.623   524,719.874   MT  1.00000317   -0 26 57.5
 DJ1798;UTM  16      - 3,721,298.709   378,365.741   MT  0.99978240   -0 43 34.5
 DJ1798
 DJ1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1798!SPC MS E     -   0.99998964  x   0.99997891  =   0.99996855
 DJ1798!SPC AL W     -   0.99998964  x   1.00000317  =   0.99999281
 DJ1798!UTM  16      -   0.99998964  x   0.99978240  =   0.99977204
 DJ1798
 DJ1798:                Primary Azimuth Mark                     Grid Az
 DJ1798:SPC MS E     -  COOPER AZ MK                             008 36 16.2
 DJ1798:SPC AL W     -  COOPER AZ MK                             009 20 34.3
 DJ1798:UTM  16      -  COOPER AZ MK                             009 37 11.3
 DJ1798
 DJ1798|---------------------------------------------------------------------|
 DJ1798| PID    Reference Object                     Distance      Geod. Az  |
 DJ1798|                                                           dddmmss.s |
 DJ1798| CG1437 COOPER AZ MK                                       0085336.8 |
 DJ1798| DJ1799 MISSALA                             APPROX. 6.4 KM 1415712.9 |
 DJ1798| CG1438 COOPER RM 1                          37.947 METERS 14425     |
 DJ1798| CG1439 COOPER RM 2                          29.102 METERS 30520     |
 DJ1798|---------------------------------------------------------------------|
 DJ1798
 DJ1798                          SUPERSEDED SURVEY CONTROL
 DJ1798
 DJ1798  NAD 83(1993)-  33 37 28.37395(N)    088 18 40.84301(W) AD(       ) 3
 DJ1798  NAD 83(1986)-  33 37 28.37796(N)    088 18 40.84475(W) AD(       ) 3
 DJ1798  NAD 27      -  33 37 27.95900(N)    088 18 40.71800(W) AD(       ) 3
 DJ1798
 DJ1798.Superseded values are not recommended for survey control.
 DJ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1798.See file dsdata.txt to determine how the superseded data were derived.
 DJ1798
 DJ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7836621299(NAD 83)
 DJ1798_MARKER: DS = TRIANGULATION STATION DISK
 DJ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1798
 DJ1798  HISTORY     - Date     Condition        Report By
 DJ1798  HISTORY     - 1950     MONUMENTED       CGS
 DJ1798  HISTORY     - 1963     GOOD             MSHD
 DJ1798  HISTORY     - 1980     GOOD             NGS
 DJ1798
 DJ1798                          STATION DESCRIPTION
 DJ1798
 DJ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1798'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF COLUMBUS, 1 MILE
 DJ1798'WEST OF COOPER CREEK, 125 FEET SOUTHEAST OF THE APPROXIMATE
 DJ1798'CENTERLINE OF STATE HIGHWAY 12, 32 FEET SOUTHWEST OF THE
 DJ1798'APPROXIMATE CENTERLINE OF A CEMETERY GRAVELED ROAD, 30 FEET
 DJ1798'NORTHEAST OF A 3-FOOT TRIANGULAR BLAZED PINE TREE, 6 FEET
 DJ1798'NORTH OF A WITNESS POST, AND ON LAND OWNED BY MR. C.L. WOOD OF
 DJ1798'COLUMBUS.
 DJ1798'
 DJ1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DJ1798'STATE HIGHWAY 12 3 BLOCK EAST OF THE POST OFFICE IN COLUMBUS, GO
 DJ1798'NORTH ON THE LATTER FOR 11.8 MILES TO A GRAVELED ROAD ON THE RIGHT
 DJ1798'THAT LEADS TO A CEMETERY AND THE STATION AS DESCRIBED.
 DJ1798'
 DJ1798'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE HIGHWAY
 DJ1798'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DJ1798'
 DJ1798'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DJ1798'COOPER 1950.
 DJ1798'
 DJ1798'REFERENCE MARK NO. 1 IS 75 FEET SOUTHWEST OF THE APPROXIMATE
 DJ1798'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES, AND
 DJ1798'THE DISK IS STAMPED COOPER NO 1 1950.
 DJ1798'
 DJ1798'REFERENCE MARK NO. 2 IS 31 FEET SOUTHEAST OF THE APPROXIMATE
 DJ1798'CENTERLINE OF THE HIGHWAY, AND 31 FEET SOUTHWEST OF THE APPROXIMATE
 DJ1798'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES, AND
 DJ1798'THE DISK IS STAMPED COOPER NO 2 1950.
 DJ1798'
 DJ1798'THE AZIMUTH MARK IS 31 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DJ1798'OF THE HIGHWAY AND 4 FEET SOUTH OF A WITNESS POST.  THE MARK
 DJ1798'PROJECT 1 INCH, AND THE DISK IS STAMPED COOPER 1950.
 DJ1798'
 DJ1798'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DJ1798'CYLINDERS.
 DJ1798'
 DJ1798'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1798
 DJ1798                          STATION RECOVERY (1963)
 DJ1798
 DJ1798'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1798'THE STATION WAS VISITED 3-6-63 AND THE STATION, RM 1, AND RM 2 WERE
 DJ1798'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE LOCATED.
 DJ1798'
 DJ1798'THE 1950 DESCRIPTION BY V.R.S. IS ADEQUATE.
 DJ1798'
 DJ1798'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND 1.0
 DJ1798'FOOT WEST OF RM NO 2.
 DJ1798
 DJ1798                          STATION RECOVERY (1980)
 DJ1798
 DJ1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RB)
 DJ1798'THE STATION WAS VISITED 3-29-80 AND ALL MARKS WERE FOUND IN GOOD
 DJ1798'CONDITION.  THE DISTANCES TO AND BETWEEN THE REFERENCE MARKS WERE
 DJ1798'TAPED AS 124.49, 95.46, AND 216.94 FEET.  SMALL PINES OBSTRUCT THE
 DJ1798'AZIMUTH MARK FROM THE STATION.  A NEW DESCRIPTION FOLLOWS--
 DJ1798'
 DJ1798'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLUMBUS, 4 MILES SOUTH
 DJ1798'OF CALEDONIA, 2.8 MILES WEST OF THE MISSISSIPPI-ALABAMA STATE LINE,
 DJ1798'0.25 MILE NORTHEAST OF THE SOUTHWEST CORNER OF SECTION 34, T16S,
 DJ1798'R17W, 125 FEET SOUTHEAST OF STATE HIGHWAY 12, 31 FEET SOUTHWEST OF
 DJ1798'THE GRAVEL DRIVE TO WOODLAWN CEMETERY, 131 FEET EAST OF A POWER
 DJ1798'POLE, 137 FEET SOUTH OF A POWER POLE WITH GUY AND TRANSFORMER, 49
 DJ1798'FEET SOUTHEAST OF A 24-INCH OAK, 54 FEET WEST OF A 15-INCH
 DJ1798'CEDAR, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 DJ1798'DISK, STAMPED COOPER 1950, SET IN A CONCRETE POST PROJECTING 2
 DJ1798'INCHES ABOVE GROUND.
 DJ1798'
 DJ1798'REFERENCE MARK NO. 1 IS 75 FEET SOUTHWEST OF THE GRAVEL DRIVE, 90.5
 DJ1798'FEET SOUTH OF THE 15-INCH CEDAR, AND 176 FEET WEST OF THE CENTER OF
 DJ1798'THE NORTH GATE OF THE CEMETERY.  IT IS A STANDARD DISK, STAMPED
 DJ1798'COOPER NO. 1 1950, SET IN A CONCRETE POST PROJECTING 4 INCHES
 DJ1798'ABOVE GROUND AND CHIPPED ON THE EAST SIDE.
 DJ1798'
 DJ1798'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF HIGHWAY 12, 29 FEET
 DJ1798'SOUTHWEST OF THE DRIVE, 99 FEET NORTHEAST OF A POWER POLE, 101 FEET
 DJ1798'SOUTHWEST OF THE GUYED POWER POLE, 53.5 FEET NORTHWEST OF THE
 DJ1798'24-INCH OAK, 52 FEET SOUTHWEST OF A WATER METER, 22 FEET SOUTH OF
 DJ1798'THE SOUTH END OF A 12 INCH X 22 FOOT CMP UNDER THE DRIVE, AND 6
 DJ1798'FEET NORTHWEST OF A 13 KV POWER LINE.  IT IS A STANDARD DISK,
 DJ1798'STAMPED COOPER NO. 2 1950, SET IN A CONCRETE POST PROJECTING 1
 DJ1798'INCH AND CHIPPED SLIGHTLY ON ALL SIDES.
 DJ1798'
 DJ1798'AZIMUTH MARK IS 31 FEET SOUTHEAST OF HIGHWAY 12, 36 FEET WEST OF A
 DJ1798'TRIANGULAR BLAZED 9-INCH PINE, 28 FEET SOUTHWEST OF POWER POLE NO.
 DJ1798'ST 75, 172 FEET NORTHEAST OF ANOTHER POWER POLE, 4 FEET NORTHWEST OF
 DJ1798'THE 13 KV POWER LINE, AND 5 FEET SOUTHEAST OF A 3-FOOT ROAD BANK AT
 DJ1798'THE EAST EDGE OF A FIELD.  IT IS A STANDARD DISK, STAMPED COOPER
 DJ1798'1950, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 DJ1798'
 DJ1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 82
 DJ1798'AND MS HIGHWAY 12, ABOUT 1 MILE NORTH OF COLUMBUS CBD, GO NORTHEAST
 DJ1798'ON HIGHWAY 12 BYPASS FOR 1.7 MILES TO THE END OF THE BYPASS, EXIT
 DJ1798'AND GO NORTHEAST ON HIGHWAY 12 FOR 2.1 MILES TO A RAILROAD
 DJ1798'UNDERPASS, CONTINUE NORTHEAST ON HIGHWAY 12 FOR 7.7 MILES TO A
 DJ1798'CROSSROAD, CONTINUE NORTHEAST ON HIGHWAY 12 FOR 0.15 MILE TO
 DJ1798'A CROSSDRIVE AT THE WOODLAWN CEMETERY AND THE STATION IN THE SOUTH
 DJ1798'QUADRANT.  TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON
 DJ1798'HIGHWAY 12 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 DJ1798'
 DJ1798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTHEAST
 DJ1798'OF COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2641 ***********************************************************************
 CP2641  DESIGNATION -  COOPER 2 RESET
 CP2641  PID         -  CP2641
 CP2641  STATE/COUNTY-  MS/HINDS
 CP2641  USGS QUAD   -  NEW BYRAM (1980)
 CP2641
 CP2641                         *CURRENT SURVEY CONTROL
 CP2641  ___________________________________________________________________
 CP2641* NAD 83(1993)-  32 13 42.05350(N)    090 22 00.09633(W)     ADJUSTED  
 CP2641* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 CP2641  ___________________________________________________________________
 CP2641  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CP2641  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP2641  HORZ ORDER  -  SECOND
 CP2641
 CP2641.The horizontal coordinates were established by classical geodetic methods
 CP2641.and adjusted by the National Geodetic Survey in May 1994.
 CP2641
 CP2641.The orthometric height was scaled from a topographic map.
 CP2641
 CP2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2641
 CP2641.The geoid height was determined by GEOID03.
 CP2641
 CP2641;                    North         East     Units Scale Factor Converg.
 CP2641;SPC MS W     -   302,469.782   696,855.695   MT  0.99995012   -0 01 04.0
 CP2641;SPC MS W     -   992,352.94  2,286,267.39   sFT  0.99995012   -0 01 04.0
 CP2641;UTM  15      - 3,568,789.231   748,149.418   MT  1.00035945   +1 24 18.2
 CP2641
 CP2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2641!SPC MS W     -   0.99998202  x   0.99995012  =   0.99993214
 CP2641!UTM  15      -   0.99998202  x   1.00035945  =   1.00034146
 CP2641
 CP2641:                Primary Azimuth Mark                     Grid Az
 CP2641:SPC MS W     -  FOREST HILL WATER TANK                   060 39 19.4
 CP2641:UTM  15      -  FOREST HILL WATER TANK                   059 13 57.2
 CP2641
 CP2641|---------------------------------------------------------------------|
 CP2641| PID    Reference Object                     Distance      Geod. Az  |
 CP2641|                                                           dddmmss.s |
 CP2641| CP2666 FOREST HILL WATER TANK              APPROX. 9.2 KM 0603815.4 |
 CP2641| CY4132 COOPER 2 RM 1                        31.084 METERS 09109     |
 CP2641| CY4134 COOPER 2 RM 5                                      15236     |
 CP2641| CY4131 COOPER 2 AZ MK                                     1923149.1 |
 CP2641| CY4135 COOPER 2 RM 6                        20.655 METERS 30144     |
 CP2641| CY4133 COOPER 2 RM 2                        72.847 METERS 34203     |
 CP2641|---------------------------------------------------------------------|
 CP2641
 CP2641                          SUPERSEDED SURVEY CONTROL
 CP2641
 CP2641  NAD 83(1986)-  32 13 42.06755(N)    090 22 00.09207(W) AD(       ) 2
 CP2641  NAD 27      -  32 13 41.53300(N)    090 21 59.75400(W) AD(       ) 2
 CP2641
 CP2641.Superseded values are not recommended for survey control.
 CP2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2641.See file dsdata.txt to determine how the superseded data were derived.
 CP2641
 CP2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4814968789(NAD 83)
 CP2641_MARKER: DS = TRIANGULATION STATION DISK
 CP2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2641
 CP2641  HISTORY     - Date     Condition        Report By
 CP2641  HISTORY     - 1938     MONUMENTED       CGS
 CP2641  HISTORY     - 1948     GOOD             CGS
 CP2641  HISTORY     - 1953     POOR             CGS
 CP2641  HISTORY     - 1955     SEE DESCRIPTION  CGS
 CP2641  HISTORY     - 1961     GOOD             MSHD
 CP2641  HISTORY     - 1974     GOOD             MSSU
 CP2641  HISTORY     - 1977     GOOD             MSHD
 CP2641  HISTORY     - 1983     GOOD             MSSU
 CP2641  HISTORY     - 1985     GOOD             MSSU
 CP2641
 CP2641                          STATION DESCRIPTION
 CP2641
 CP2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (MZB)
 CP2641'THIS STATION IS LOCATED ABOUT 3-1/2 MILES SE OF RAYMOND
 CP2641'AND 15-1/2 MILES WSW OF JACKSON, 0.35 MILE SE OF THE COOPER
 CP2641'WELLS HOTEL, ON LAND OWNED BY MRS. K.S. PRATT, WHO LIVES AT
 CP2641'THE HOTEL AND GRANTED PERMISSION TO ESTABLISH STATION.  THE
 CP2641'STATION IS 0.35 MILE SE OF THE HOTEL.  15 PACES SW OF THE
 CP2641'CENTER LINE OF THE MAIN ROAD, AT THE SE END OF A CURVE LEFT.
 CP2641'22 PACES W OF 14-INCH PINE TREE, MAIL BOX AND FENCE CORNER.
 CP2641'THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 CP2641'GROUND.
 CP2641'
 CP2641'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CP2641'BRONZE DISKS SET IN CONCRETE.
 CP2641'
 CP2641'REFERENCE MARK NO. 1 IS LOCATED 33 PACES.  84 DEGREES MAGNETIC
 CP2641'FROM THE STATION.  ABOUT 25 YARDS W OF THE CROWN OF THE
 CP2641'HILL AND 6 PACES NE OF THE CENTER LINE OF THE ROAD.  THE
 CP2641'MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CP2641'REFERENCE MARK NO. 2 IS LOCATED 75 PACES.  335 DEGREES MAGNETIC
 CP2641'FROM STATION.  6 PACES NE OF THE CENTER LINE OF THE ROAD,
 CP2641'OPPOSITE A MAIL BOX, AND ABOUT 15 FEET SE OF AN OLD ROAD
 CP2641'CUT LEADING NE.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE
 CP2641'THE SURFACE OF THE GROUND.
 CP2641'
 CP2641'AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE.  185 DEGREES MAGNETIC
 CP2641'FROM THE STATION.  ON THE CROWN OF A SMALL HILL, ABOUT 2
 CP2641'FEET N OF THE FENCE LINE, ALONG THE N SIDE OF AN E-W ROAD.
 CP2641'TO REACH THIS MARK FROM THE STATION, CONTINUE SE ON THE
 CP2641'MAIN ROAD FOR ABOUT 1/2 MILE TO A SMALL STORE AT T-ROAD.
 CP2641'TURN RIGHT AND GO ABOUT 0.1 MILE TO CROWN OF HILL AND THE
 CP2641'MARK, JUST N OF THE FENCE ON RIGHT.
 CP2641'
 CP2641'THE AZIMUTH MARK AT THIS STATION IS A NEW MARK.
 CP2641'ALL OTHER MARKS ARE THE ORIGINAL MARKS USED
 CP2641'AT COOPER 1931, WHICH ARE VERY LARGE OVERSIZE MARKS.  THESE
 CP2641'MARKS WERE DUG OUT, STAMPING CHANGED TO READ COOPER 2 1938,
 CP2641'AND RESET IN NEW POSITION.  HOLES WERE DUG TO THE PROPER
 CP2641'DEPTH.  THE MARKS PLACED IN POSITION AND NEW CONCRETE POURED
 CP2641'IN AROUND BASE OF MARK FOR A DEPTH OF ABOUT 10 INCHES TO
 CP2641'FORM A SOLID BASE FOR THE CONCRETE BLOCKS.  HOLES WERE THEN
 CP2641'FILLED AROUND MARKS WITH EARTH AND FIRMLY TAMPED.
 CP2641'
 CP2641'TO REACH THIS STATION FROM RAYMOND, GO E ON THE JACKSON
 CP2641'HIGHWAY, STATE HIGHWAY 18, FOR 3.0 MILES TO A GRAVEL ROAD
 CP2641'S AND A SIGN COOPER WELLS HOTEL, TURN RIGHT (S) AND FOLLOW
 CP2641'THE MAIN ROAD (KEEPING STRAIGHT AT FORK) FOR 1-1/2 MILES
 CP2641'TO THE HOTEL.  CONTINUE ON THE MAIN ROAD FOR 0.35 MILE TO
 CP2641'A MAIL BOX AND 14-INCH PINE TREE AT FENCE CORNER, ON RIGHT.
 CP2641'STATION IS 22 PACES W FROM HERE AND 15 PACES SW OF THE CENTER
 CP2641'LINE OF THE ROAD.
 CP2641'
 CP2641'TO REACH FROM JACKSON, GO W ON U.S. HIGHWAY 53 FOR ABOUT
 CP2641'2 MILES AND TURN RIGHT ON STATE HIGHWAY 18, (RAYMOND ROAD)
 CP2641'CONTINUE ABOUT 13 MILES TO THE GRAVEL ROAD S, LEFT, AND A
 CP2641'SIGN COOPER WELLS HOTEL.  TURN LEFT (S) ON THIS ROAD AND
 CP2641'PROCEED AS ABOVE, TO STATION.
 CP2641
 CP2641                          STATION RECOVERY (1948)
 CP2641
 CP2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2641'THE STATION WAS FOUND AS DESCRIBED BY M.Z.B. IN 1938.  ALL
 CP2641'MARKS WERE FOUND IN GOOD CONDITION.  A DISCREPANCY WAS FOUND
 CP2641'IN THE MEASUREMENT TO THE REFERENCE MARKS IT WAS CHECK AND
 CP2641'RECHECKED AND WAS DETERMINED THAT THE 1938 MEASUREMENT WAS
 CP2641'IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 CP2641'
 CP2641'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CP2641'BRONZE DISKS SET IN CONCRETE.
 CP2641'
 CP2641'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST-SOUTHWEST
 CP2641'OF JACKSON, 3-1/2 MILES SOUTHEAST OF RAYMOND, AND ON LAND
 CP2641'OWNED BY MR. J. DEAMER.  THE MARK IS 46 FEET WEST OF THE
 CP2641'APPROXIMATE CENTERLINE OF A GRAVELED ROAD.  THE MARK PROJECTS
 CP2641'4 INCHES, AND THE DISK IS STAMPED COOPER 2 1938.
 CP2641'
 CP2641'REFERENCE MARK NO. 1 IS 101.95 FEET EAST-SOUTHEAST OF THE
 CP2641'STATION AND 16 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 CP2641'THE GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 CP2641'IS STAMPED COOPER 2 NO 1 1938.
 CP2641'
 CP2641'REFERENCE MARK NO. 2 IS 239.00 FEET NORTH-NORTHEAST OF THE
 CP2641'STATION, 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 CP2641'A FARM DRIVEWAY, AND 19 FEET EAST OF THE APPROXIMATE CENTERLINE
 CP2641'OF THE GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES, AND THE
 CP2641'DISK IS STAMPED COOPER 2 NO 2 1938.
 CP2641'
 CP2641'THE AZIMUTH MARK IS 0.4 MILE SOUTH-SOUTHWEST OF THE STATION,
 CP2641'22 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 CP2641'ROAD, AND 2.2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 CP2641'4 INCHES, AND THE DISK IS STAMPED COOPER 2 1938.
 CP2641'
 CP2641'TO REACH THE STATION FROM THE WATER TANK IN RAYMOND, GO
 CP2641'EAST ON STATE HIGHWAY 18 FOR 3 MILES TO A GRAVEL ROAD ON
 CP2641'THE RIGHT, TURN RIGHT, SOUTHERLY, AND GO ON THE MAIN GRAVELED
 CP2641'ROAD FOR 1.85 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CP2641'
 CP2641'TO REACH TO AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 CP2641'ON THE MAIN GRAVEL ROAD FOR 0.4 MILE TO A T-ROAD JUNCTION,
 CP2641'TURN RIGHT, WEST, AND GO ON THE MAIN ROAD FOR 0.15 MILE
 CP2641'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CP2641'
 CP2641'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2641
 CP2641                          STATION RECOVERY (1953)
 CP2641
 CP2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JSP)
 CP2641'FROM RAYMOND SQUARE, RAYMOND, HINDS COUNTY, MISSISSIPPI,
 CP2641'APPROXIMATELY 2 MILES EAST ON MISS. HIGHWAY 18 (PAVED) TO
 CP2641'T ROAD, SOUTH.  THENCE SOUTH 1.6 MILES TO FIRE TOWER, RAYMOND
 CP2641'STATION MONUMENT HAS BEEN BROKEN APPROXIMATELY 4 IN FROM
 CP2641'TOP.  ONLY REF. MARK 1 RECOVERED.  AZ. MARK FOUND AS DESCRIBED
 CP2641'AND IN GOOD CONDITION.
 CP2641
 CP2641                          STATION RECOVERY (1955)
 CP2641
 CP2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2641'THE STATION WAS VISITED 9-11-55 AND THE SURFACE MARK WAS
 CP2641'FOUND BROKEN OFF AND REFERENCE MARK NO. 2 WAS FOUND DESTROYED.
 CP2641'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE FOUND IN
 CP2641'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 CP2641'STATION BY THICK UNDERGROWTH.  THE SUB-SURFACE MARK WAS RECOVERED
 CP2641'AND FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET
 CP2641'(PLUMB BOB METHOD) AND IS NOW ABOUT 4 INCHES BELOW THE SURFACE
 CP2641'OF THE GROUND.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED.
 CP2641'SEVERAL CHANGES HAVE TAKEN PLACE SINCE THE STATION WAS LAST
 CP2641'VISITED.  THE COOPER WELLS HOTEL MENTIONED IN THE ORIGINAL
 CP2641'DESCRIPTION HAS BEEN TORN DOWN AND THE AREA EXCAVATED FOR
 CP2641'A GRAVEL PIT.  THE RAYMOND FIRE TOWER HAS BEEN BUILT WEST
 CP2641'OF THE STATION AND THE FOREST RANGERS HOUSE BUILT SOUTH
 CP2641'OF THE STATION.  THE GRAVEL ROAD MENTIONED HAS BEEN MOVED
 CP2641'NORTH ABOUT 75 FEET.
 CP2641'
 CP2641'A NEW DESCRIPTION FOLLOWS--
 CP2641'
 CP2641'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST-SOUTHWEST
 CP2641'OF JACKSON AND 3.5 MILES SOUTHEAST OF RAYMOND, 0.2 MILE
 CP2641'EAST OF A GRAVEL PIT AND AT THE SITE OF THE RAYMOND FIRE
 CP2641'TOWER.  IT IS 50.8 FEET SOUTHEAST OF THE BOLT IN THE SOUTHEAST
 CP2641'LEG OF THE FIRE TOWER AND ON LINE WITH THE SOUTHEAST AND
 CP2641'THE NORTHWEST LEG OF THE FIRE TOWER, 3.5 FEET WEST OF THE
 CP2641'PROJECTED TANGENT OF THE EAST SIDE OF THE FOREST RANGERS
 CP2641'HOUSE OCCUPIED BY J.H. PIPPINS JR., 68 FEET NORTH OF THE
 CP2641'NORTH SIDE OF THE HOUSE, 12 FEET NORTHEAST OF A YARD LIGHT
 CP2641'RESEMBLING A STREET LIGHT, 43 FEET SOUTH OF THE CENTERLINE
 CP2641'OF THE ROAD LEADING TO THE FIRE TOWER AND 119 FEET SOUTH
 CP2641'OF THE CENTER OF THE GRAVELED COUNTY ROAD AND IN THE
 CP2641'SOUTHSIDE OF THE DRIVEWAY TO THE HOUSE.  IT IS A STANDARD
 CP2641'DISK, STAMPED COOPER 2 1938 1955, 4 INCHES BELOW THE SURFACE
 CP2641'OF THE GROUND.
 CP2641'
 CP2641'REFERENCE MARK NO. 1 IS 101.98 FEET EAST OF THE STATION,
 CP2641'40 FEET SOUTH OF THE CENTER OF THE GRAVELED COUNTY ROAD
 CP2641'AND 21 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD LEADING
 CP2641'TO THE FIRE TOWER.  IT IS A STANDARD DISK, STAMPED COOPER
 CP2641'2 1938 NO 1, PROJECTING 10 INCHES.
 CP2641'
 CP2641'REFERENCE MARK NO. 5 IS 79.58 FEET SOUTHEAST OF THE STATION
 CP2641'ON THE SOUTH SLOPE OF THE HILL, 71 FEET SOUTH OF THE CENTER
 CP2641'OF THE ROAD LEADING TO THE FIRE TOWER, 59.5 FEET EAST OF
 CP2641'THE NORTHEAST CORNER OF THE HOUSE AND 12 FEET EAST OF A
 CP2641'BARBECUE PIT.  IT IS A STANDARD DISK STAMPED COOPER 2 NO
 CP2641'5 1938 1955, PROJECTING 6 INCHES.
 CP2641'
 CP2641'REFERENCE MARK NO. 6 IS 67.76 FEET WEST-SOUTHWEST OF THE
 CP2641'STATION, IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 CP2641'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SOUTHWEST
 CP2641'LEG OF THE RAYMOND FIRE TOWER.  IT IS STAMPED COOPER 2 NO
 CP2641'6 1938 1955.
 CP2641'
 CP2641'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, AT THE
 CP2641'SOUTH EDGE OF A PASTURE, 20 FEET NORTH OF THE CENTER OF
 CP2641'A GRAVELED ROAD, 6 FEET EAST OF A SMALL OAK TREE AND 3 FEET
 CP2641'EAST OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED COOPER
 CP2641'2 1938, PROJECTING 6 INCHES.
 CP2641'
 CP2641'TO REACH THE STATION FROM THE WATER TANK IN RAYMOND GO EAST
 CP2641'ON STATE HIGHWAY 18 FOR 3.0 MILES TO A SIDE ROAD RIGHT, TURN
 CP2641'RIGHT AND GO 1.85 MILES TO THE FIRE TOWER ON THE RIGHT AND
 CP2641'THE STATION.
 CP2641'
 CP2641'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 CP2641'GRAVELED COUNTY ROAD, FOR 0.4 MILE TO A T INTERSECTION,
 CP2641'TURN RIGHT AND GO 0.15 MILE TO THE MARK ON THE RIGHT.
 CP2641
 CP2641                          STATION RECOVERY (1961)
 CP2641
 CP2641'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2641'THE STATION WAS VISITED 9-18-61.  THE STATION, AZIMUTH MARK,
 CP2641'R.M. NO. 5 AND R.M. NO. 6 WERE FOUND IN GOOD CONDITION.  THE
 CP2641'1955 DESCRIPTION BY R.A.E. IS ADEQUATE.
 CP2641'
 CP2641'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE AZIMUTH
 CP2641'MARK.
 CP2641
 CP2641                          STATION RECOVERY (1974)
 CP2641
 CP2641'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (TC)
 CP2641'$
 CP2641'COOPER 2 1938 1955-GOOD
 CP2641'
 CP2641'COOPER 2 1938 NO 1-GOOD
 CP2641'
 CP2641'COOPER 2 1938 NO 5 1955-GOOD
 CP2641'
 CP2641'COOPER 2 1938-GOOD
 CP2641'
 CP2641'COOPER 2 1938 NO 6 1955-GOOD
 CP2641
 CP2641                          STATION RECOVERY (1977)
 CP2641
 CP2641'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2641'THE STATION WAS VISITED 8-11-77 AND THE STATION MARK, RM NO 1, RM NO
 CP2641'5, RM NO 6 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CP2641'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CP2641'
 CP2641'THE STATION IS LOCATED 4 MILES SOUTHEAST OF RAYMOND ON THE SITE OF
 CP2641'THE RAYMOND LOOKOUT TOWER, 7.8 MILES SOUTH-SOUTHEAST OF CLINTON, 11.5
 CP2641'MILES SOUTHWEST OF THE CENTER OF DOWNTOWN JACKSON IN THE
 CP2641'SOUTHEAST 1/4 OF SECTION 35, T 5N, R 2W.  IT IS 114.5 FEET
 CP2641'SOUTH-SOUTHWEST OF THE CENTER OF A NARROW BLACK TOP ROAD, 51.5
 CP2641'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 68
 CP2641'FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 68 FEET
 CP2641'NORTHEAST OF THE EAST CORNER OF A FRAME HOUSE, 3.5 FEET NORTHWEST
 CP2641'OF THE PROJECTED PLANE OF THE SOUTHEAST WALL OF THE HOUSE,
 CP2641'42 FEET WEST OF A POWER SERVICE POLE, 35.5 FEET SOUTHWEST OF THE
 CP2641'CENTER OF A GRAVELED DRIVE, 21.5 FEET SOUTHWEST OF A FENCE, 2.5
 CP2641'FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY AND IS 5 INCHES BELOW
 CP2641'THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED COOPER 2 1938 1955.
 CP2641'
 CP2641'REFERENCE MARK NO 1 IS 101.98 FEET EAST OF THE STATION.  IT IS 143.5
 CP2641'FEET SOUTHEAST OF THE SOUTHEAST OF LEG OF THE LOOKOUT TOWER, 60.5
 CP2641'FEET EAST OF A POWER SERVICE POLE, 38 FEET SOUTHWEST OF THE CENTER OF
 CP2641'A NARROW BLACK TOP ROAD, 22 FEET NORTHEAST OF THE CENTER OF A
 CP2641'GRAVELED DRIVE AND PROJECTS 10 INCHES.  IT IS A REFERENCE MARK
 CP2641'DISK, STAMPED COOPER 2 1938 NO 1.
 CP2641'
 CP2641'REFERENCE MARK NO 5 IS 79.68 FEET SOUTHEAST OF THE STATION.  IT IS 71
 CP2641'FEET EAST OF THE SOUTH CORNER OF A FRAME HOUSE, 63 FEET SOUTH OF A
 CP2641'POWER SERVICE POLE, 46 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 CP2641'11 FEET SOUTHEAST OF THE EAST CORNER OF A BARBECUE PIT AND
 CP2641'PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED COOPER 2 NO
 CP2641'5 1938 1955.
 CP2641'
 CP2641'REFERENCE MARK NO 6 IS 67.76 FEET WEST-NORTHWEST OF THE STATION,
 CP2641'83.5 FEET NORTH OF THE NORTH CORNER OF A FRAME HOUSE SET IN DRILL
 CP2641'HOLE IN THE SOUTH CORNER OF THE CONCRETE FOOTING FOR THE SOUTHWEST
 CP2641'LEG OF THE LOOKOUT TOWER AND IS 18 INCHES ABOVE THE GROUND.  IT IS
 CP2641'REFERENCE MARK DISK, STAMPED COOPER 2 1938 1955.
 CP2641'
 CP2641'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 236 FEET
 CP2641'WEST OF A POWER POLE NO. 32, 100 FEET EAST OF A POWER POLE WITH A
 CP2641'GUY WIRE, 37.5 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 3 FEET
 CP2641'SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 2
 CP2641'FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES.  IT IS AN
 CP2641'AZIMUTH MARK DISK, STAMPED COOPER 2 1938.
 CP2641'
 CP2641'TO REACH THE STATION FROM THE WATER TANK IN THE CENTER OF RAYMOND GO
 CP2641'SOUTHEAST ON MAIN STREET FOR 1.3 MILES TO THE INTERSECTION OF STATE
 CP2641'HIGHWAY 18.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 18 FOR 1.8
 CP2641'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON MIDWAY ROAD FOR
 CP2641'2.25 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON SEVEN
 CP2641'SPRINGS ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2641'CONTINUE EAST ON SEVEN SPRINGS FOR 0.2 MILE TO A SIDE ROAD LEFT.
 CP2641'TURN LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 0.3 MILE TO A FORK.
 CP2641'TAKE THE LEFT FORK AND GO NORTHWEST ON A BLACK TOP ROAD FOR 0.1
 CP2641'MILE TO THE TOWER AND THE MARK ON THE LEFT.
 CP2641'
 CP2641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 CP2641'OF RAYMOND.
 CP2641
 CP2641                          STATION RECOVERY (1983)
 CP2641
 CP2641'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (CD)
 CP2641'ALL MARKS GOOD AS DESCRIBED IN 1977.
 CP2641
 CP2641                          STATION RECOVERY (1985)
 CP2641
 CP2641'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (RE)
 CP2641'COOPER 2 1938 1955 FOUND GOOD.
 CP2641'
 CP2641'COOPER 2 NO 5 1938 1955 FOUND GOOD.
 CP2641'
 CP2641'COOPER 2 NO 6 1938 1955 FOUND GOOD.
 CP2641'
 CP2641'COOPER 2 1938 (AZ) FOUND GOOD.
 CP2641'
 CP2641'COOPER 2 NO 1 1938 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0796 ***********************************************************************
 DK0796  DESIGNATION -  COOPERAGE RM 1
 DK0796  PID         -  DK0796
 DK0796  STATE/COUNTY-  MS/BOLIVAR
 DK0796  USGS QUAD   -  ROSEDALE (1972)
 DK0796
 DK0796                         *CURRENT SURVEY CONTROL
 DK0796  ___________________________________________________________________
 DK0796* NAD 83(1986)-  33 50 12.     (N)    091 01 33.     (W)     SCALED    
 DK0796* NAVD 88     -        45.94   (+/-2cm)     150.7    (feet)  VERTCON   
 DK0796  ___________________________________________________________________
 DK0796  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0796  VERT ORDER  -  ? (See Below)
 DK0796
 DK0796.The horizontal coordinates were scaled from a topographic map and have
 DK0796.an estimated accuracy of +/- 6 seconds.
 DK0796
 DK0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0796.The vertical order pertains to the NGVD 29 superseded value.
 DK0796
 DK0796.The geoid height was determined by GEOID03.
 DK0796
 DK0796;                    North         East    Units  Estimated Accuracy
 DK0796;SPC MS W     -   481,050.      635,900.      MT  (+/- 180 meters Scaled)
 DK0796
 DK0796                          SUPERSEDED SURVEY CONTROL
 DK0796
 DK0796  NGVD 29 (??/??/??)   46.013  (m)          150.96   (f) ADJUSTED    ?  
 DK0796
 DK0796.Superseded values are not recommended for survey control.
 DK0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0796.See file dsdata.txt to determine how the superseded data were derived.
 DK0796
 DK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT826457(NAD 83)
 DK0796_MARKER: DD = SURVEY DISK
 DK0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0796_SP_SET: BLOCK
 DK0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0796
 DK0796  HISTORY     - Date     Condition        Report By
 DK0796  HISTORY     - 1929     MONUMENTED       CGS
 DK0796  HISTORY     - 1934     GOOD             CGS
 DK0796  HISTORY     - 1953     MARK NOT FOUND   CGS
 DK0796  HISTORY     - 19711215 POOR             USGS
 DK0796
 DK0796                          STATION DESCRIPTION
 DK0796
 DK0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0796'1 MI S FROM ROSEDALE.
 DK0796'P.B.M. R.M. COOPERAGE-1 IS A BRASS DISC SET IN CONCRETE BLOCK, LOCATED
 DK0796'ON THE LEFT BANK OF THE MISSISSIPPI RIVER, BOLIVAR COUNTY, MISS.,
 DK0796'ABOUT 1 MILE SOUTH OF ROSEDALE.  1400 FEET SOUTHEAST OF STA.
 DK0796'COOPERAGE, AND 460 FEET NORTHEAST OF LANDSIDE TOE OF ANGLE IN LEVEE.
 DK0796
 DK0796                          STATION RECOVERY (1953)
 DK0796
 DK0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 DK0796'MARK NOT FOUND.
 DK0796
 DK0796                          STATION RECOVERY (1971)
 DK0796
 DK0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GS)
 DK0796'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2349 ***********************************************************************
 BW2349  DESIGNATION -  COP
 BW2349  PID         -  BW2349
 BW2349  STATE/COUNTY-  MS/COPIAH
 BW2349  USGS QUAD   -  DENTVILLE NW (1963)
 BW2349
 BW2349                         *CURRENT SURVEY CONTROL
 BW2349  ___________________________________________________________________
 BW2349* NAD 83(1993)-  31 53 11.77527(N)    090 41 35.57342(W)     ADJUSTED  
 BW2349* NAVD 88     -       135.01   (+/-2cm)     442.9    (feet)  VERTCON   
 BW2349  ___________________________________________________________________
 BW2349  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BW2349  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW2349  HORZ ORDER  -  SECOND
 BW2349  VERT ORDER  -  THIRD ? (See Below)
 BW2349
 BW2349.The horizontal coordinates were established by classical geodetic methods
 BW2349.and adjusted by the National Geodetic Survey in May 1994.
 BW2349
 BW2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2349.The vertical order pertains to the NGVD 29 superseded value.
 BW2349
 BW2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2349
 BW2349.The geoid height was determined by GEOID03.
 BW2349
 BW2349;                    North         East     Units Scale Factor Converg.
 BW2349;SPC MS W     -   264,632.430   665,953.483   MT  0.99996429   -0 11 24.4
 BW2349;SPC MS W     -   868,214.90  2,184,882.39   sFT  0.99996429   -0 11 24.4
 BW2349;UTM  15      - 3,530,187.605   718,182.169   MT  1.00018712   +1 13 08.5
 BW2349
 BW2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2349!SPC MS W     -   0.99998289  x   0.99996429  =   0.99994718
 BW2349!UTM  15      -   0.99998289  x   1.00018712  =   1.00017001
 BW2349
 BW2349:                Primary Azimuth Mark                     Grid Az
 BW2349:SPC MS W     -  COP AZ MK                                022 04 15.9
 BW2349:UTM  15      -  COP AZ MK                                020 39 43.0
 BW2349
 BW2349|---------------------------------------------------------------------|
 BW2349| PID    Reference Object                     Distance      Geod. Az  |
 BW2349|                                                           dddmmss.s |
 BW2349| CY4139 COP AZ MK                                          0215251.5 |
 BW2349| CY4140 COP RM 1                             28.968 METERS 08115     |
 BW2349| CY4141 COP RM 2                             27.240 METERS 33616     |
 BW2349|---------------------------------------------------------------------|
 BW2349
 BW2349                          SUPERSEDED SURVEY CONTROL
 BW2349
 BW2349  NAD 83(1986)-  31 53 11.78952(N)    090 41 35.56968(W) AD(       ) 2
 BW2349  NAD 27      -  31 53 11.21500(N)    090 41 35.21200(W) AD(       ) 2
 BW2349  NGVD 29 (07/19/86)  135.02   (m)          443.0    (f) LEVELING    3  
 BW2349
 BW2349.Superseded values are not recommended for survey control.
 BW2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2349.See file dsdata.txt to determine how the superseded data were derived.
 BW2349
 BW2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1818230188(NAD 83)
 BW2349_MARKER: DS = TRIANGULATION STATION DISK
 BW2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2349
 BW2349  HISTORY     - Date     Condition        Report By
 BW2349  HISTORY     - 1948     MONUMENTED       CGS
 BW2349  HISTORY     - 1955     GOOD             CGS
 BW2349  HISTORY     - 1965     GOOD             MSHD
 BW2349  HISTORY     - 20010212 POOR             MSDEQ
 BW2349
 BW2349                          STATION DESCRIPTION
 BW2349
 BW2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2349'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF HERMANVILLE,
 BW2349'0.25 MILE SOUTHEAST OF THE MEADOWS GROCERY STORE, AND ON LAND
 BW2349'OWNED BY MR. FRANK BARLOW.  IT IS 140 FEET SOUTHWEST OF THE
 BW2349'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 125 FEET NORTHEAST
 BW2349'OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 15 FEET SOUTH
 BW2349'OF A WITNESS POST, AND 10 FEET SOUTH OF THE CENTER OF A PLANK
 BW2349'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2349'COP 1948.
 BW2349'
 BW2349'REFERENCE MARK NO. 1 IS 95.04 FEET EAST OF THE STATION AND
 BW2349'43 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 BW2349'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2349'COP NO 1 1948.
 BW2349'
 BW2349'REFERENCE MARK NO. 2 IS 89.37 FEET NORTH-NORTHWEST OF THE
 BW2349'STATION, 6 FEET WEST OF THE CENTER OF THE PLANK ROAD, AND
 BW2349'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 7 INCHES, AND
 BW2349'THE DISK IS STAMPED COP NO 2 1948.
 BW2349'
 BW2349'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF THE
 BW2349'STATION ON LAND OWNED BY MRS. M.A. MEADOWS.  IT IS 44 FEET
 BW2349'SOUTH OF THE SOUTHWEST CORNER OF A TENANT HOUSE, AND 4 FEET
 BW2349'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES,
 BW2349'AND THE DISK IS STAMPED COP 1948.
 BW2349'
 BW2349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 BW2349'AND STATE HIGHWAY 20 IN HAZLEHURST, GO SOUTHWESTERLY ON
 BW2349'HIGHWAY 20 FOR 3 MILES TO A FORK IN THE ROAD, TAKE THE RIGHT
 BW2349'ROAD, LEAVING HIGHWAY 20, AND GO 16.3 MILES TO DIRT ROAD
 BW2349'TO THE LEFT WHERE THE GRAVELED ROAD MAKES A SHARP RIGHT
 BW2349'TURN,* TURN LEFT AND GO 350 FEET TO A PLANK ROAD TO THE LEFT,
 BW2349'TURN LEFT AND GO 250 FEET TO THE STATION ON THE RIGHT.
 BW2349'
 BW2349'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WESTERLY FOR
 BW2349'0.25 MILE TO THE MEADOWS GROCERY STORE ON THE LEFT AND A
 BW2349'DRIVEWAY ON THE RIGHT, TURN RIGHT, THEN BEAR TO THE LEFT,
 BW2349'PASSING THROUGH 3 GATES, AND GO 0.1 MILE TO THE AZIMUTH MARK.
 BW2349'
 BW2349'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2349
 BW2349                          STATION RECOVERY (1955)
 BW2349
 BW2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2349'THE STATION WAS VISITED 10-11-55 AND ALL MARKS WERE FOUND
 BW2349'IN GOOD CONDITION.  THE MEADOWS GROCERY STORE MENTIONED
 BW2349'IN THE ORIGINAL DESCRIPTION HAS BEEN TORN DOWN AND THE PLANK
 BW2349'ROAD IS NO LONGER VISIBLE.  THE AZIMUTH MARK IS NOW ON PROPERTY
 BW2349'OWNED BY MR. HIGGINS.
 BW2349'
 BW2349'A NEW DESCRIPTION FOLLOWS--
 BW2349'
 BW2349'THE STATION IS LOCATED 9.5 MILE SOUTHEAST OF HERMANSVILLE
 BW2349'AND 0.25 MILE SOUTH-SOUTHWEST OF THE HIGGINS RESIDENCE, ON
 BW2349'THE TOP OF A SMALL PINE COVERED KNOLL OWNED BY MR. FRANK
 BW2349'BARLOW.  IT IS 140 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 BW2349'ROAD, 10 FEET SOUTHWEST OF THE CENTER OF A DIM TRACK ROAD,
 BW2349'IN A SMALL CLEARING IN THE TREES.  IT IS A STANDARD DISK,
 BW2349'STAMPED COP 1948, PROJECTING 8 INCHES.
 BW2349'
 BW2349'REFERENCE MARK NO. 1 IS 95.04 FEET EAST-NORTHEAST OF THE STATION
 BW2349'AND 43 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.
 BW2349'IT IS A STANDARD DISK, STAMPED COP NO 1 1948, PROJECTING
 BW2349'6 INCHES.
 BW2349'
 BW2349'REFERENCE MARK NO. 2 IS 89.37 FEET NORTH-NORTHWEST OF THE
 BW2349'STATION, 10 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD
 BW2349'AND 5 FEET SOUTHWEST OF A PINE TREE WITH BARB WIRE NAILED TO
 BW2349'THE TRUNK OF THE TREE.  IT IS A STANDARD DISK, STAMPED COP
 BW2349'NO 2 1948, PROJECTING 6 INCHES.
 BW2349'
 BW2349'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION ON
 BW2349'PROPERTY OWNED BY MR. HIGGINS, ABOUT 0.1 MILE NORTHEAST OF
 BW2349'THE HIGGINS HOUSE, ABOUT 100 YARDS NORTHEAST OF A LARGE BARN,
 BW2349'37 PACES EAST OF A POWER POLE WHERE THE POWER LINE MAKES
 BW2349'A RIGHT ANGLE TURN FROM THE EAST TO NORTH, 44 FEET SOUTH
 BW2349'OF THE SOUTHWEST CORNER OF A TENNANT HOUSE AND ABOUT 50 FEET
 BW2349'SOUTH OF THE HIGHEST PART OF A HILL.  IT IS A STANDARD DISK,
 BW2349'STAMPED COP 1948, PROJECTING 4 INCHES.
 BW2349'
 BW2349'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 BW2349'GRAVELED ROAD FOR 0.25 MILE TO THE HIGGINS RESIDENT ON THE
 BW2349'RIGHT, A LARGE TWO STORY GREY HOUSE, TURN LEFT INTO DRIVEWAY,
 BW2349'PASSING TO THE LEFT SIDE OF THE HOUSE AND LARGE BARN FOR 0.1
 BW2349'MILE TO THE TENNANT HOUSE AND AZIMUTH MARK.
 BW2349'
 BW2349'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST GO
 BW2349'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2349'STATE HIGHWAY 20, TURN LEFT ON STATE HIGHWAY 20 AND GO 3.0
 BW2349'MILES TO A CROSSROAD, TURN RIGHT ON HARD SURFACED ROAD AND
 BW2349'GO 4.25 MILE TO A SIDE ROAD LEFT AND A STORE IN THE SOUTHEAST
 BW2349'ANGLE, CONTINUE STRAIGHT AHEAD FOR 1.75 MILE TO A FORK, TAKE
 BW2349'LEFT FORK AND GO 4.0 MILES TO THE HALL HILL BAPTIST CHURCH
 BW2349'ON THE LEFT, CONTINUE FOR 1.65 MILE TO A FORK, TAKE RIGHT
 BW2349'FORK AND GO 0.85 MILE TO A FORK, TAKE LEFT FORK AND GO 3.35
 BW2349'MILES TO A POINT WHERE THE GRAVELED ROAD TURNS RIGHT AND A
 BW2349'DIM ROAD LEADS SOUTH, UPHILL, TURN SHARP LEFT AND GO ABOUT
 BW2349'50 YARDS TO THE TOP OF THE KNOLL AND THE STATION ON THE
 BW2349'RIGHT.
 BW2349
 BW2349                          STATION RECOVERY (1965)
 BW2349
 BW2349'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 BW2349'THE STATION WAS VISITED 12-9-65 AND ALL MARKS WERE FOUND
 BW2349'IN GOOD CONDITION.
 BW2349'
 BW2349'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S.
 BW2349'POST OFFICE ON HIGHWAY 51 IN HAZLEHURST GO NORTH FOR 0.35
 BW2349'MILES TO HIGHWAY 28, TURN RIGHT AND GO 0.95 MILES TO INTERSTATE
 BW2349'55 OVERPASS, CONTINUE STRAIGHT FOR 2.15 MILES TO AN INTERSECTION,
 BW2349'TURN RIGHT AND GO 12.9 MILES TO A FORK, TAKE LEFT FORK AND
 BW2349'GO 0.55 MILES TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO
 BW2349'1.7 MILES TO A T-INTERSECTION, TURN RIGHT AND GO 1.2 MILES
 BW2349'TO A POINT WHERE THE MAIN ROAD TURNS RIGHT AND A DIM ROAD
 BW2349'LEADS SOUTH UP HILL, TURN SHARP LEFT AND GO APPROXIMATELY
 BW2349'0.05 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 BW2349'AZIMUTH FROM THE STATION GO NORTHEAST ON THE MAIN ROAD FOR
 BW2349'0.25 MILES TO A FARM DRIVE, TURN RIGHT AND GO 0.15 MILES
 BW2349'THROUGH TWO GATES AND LEFT OF A BARN PAST A POWER POLE
 BW2349'AND THE MARK AS DESCRIBED.
 BW2349'
 BW2349'THE STATION DISK IS STAMPED COP 1948 AND PROJECTS 6 INCHES.
 BW2349'
 BW2349'IT IS 140 FEET SOUTHWEST OF CENTER OF A GRAVEL ROAD, 10
 BW2349'FEET SOUTHWEST OF A TRACK ROAD AND 1.5 FEET SOUTHWEST OF A
 BW2349'METAL WITNESS POST.
 BW2349'
 BW2349'R.M. 1 IS 43 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD
 BW2349'AND 16 FEET SOUTHWEST OF A WIRE FENCE, STAMPED COP NO 1 1948,
 BW2349'AND PROJECTS 6 INCHES.
 BW2349'
 BW2349'R.M. 2 IS 10 FEET SOUTHWEST OF CENTER OF A TRACK ROAD AND
 BW2349'5 FEET OF A 14 INCH PINE WITH BARBED WIRE NAILED TO IT, STAMPED
 BW2349'COP NO 2 1948, AND PROJECTS 7 INCHES.
 BW2349'
 BW2349'THE AZIMUTH MARK IS 110 FEET EAST OF A POWER POLE, 81.5
 BW2349'FEET SOUTH OF AN 18 INCH CEDAR AND 1.5 FEET SOUTH OF A METAL
 BW2349'WITNESS POST, STAMPED COP 1948, AND PROJECTS 2 INCHES.
 BW2349
 BW2349                          STATION RECOVERY (2001)
 BW2349
 BW2349'RECOVERY NOTE BY MS DEPT OF ENV QUAL 2001
 BW2349'MSDEQ REPORTED THROUGH USGS (WATER RESOURCES) THAT THIS MARK WAS
 BW2349'DISTURBED.  POSITION MAY NO LONGER BE VALID.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2219 ***********************************************************************
 BW2219  DESIGNATION -  COPIAH
 BW2219  PID         -  BW2219
 BW2219  STATE/COUNTY-  MS/COPIAH
 BW2219  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2219
 BW2219                         *CURRENT SURVEY CONTROL
 BW2219  ___________________________________________________________________
 BW2219* NAD 83(1993)-  31 56 01.61807(N)    090 20 31.35029(W)     ADJUSTED  
 BW2219* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BW2219  ___________________________________________________________________
 BW2219  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BW2219  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW2219  HORZ ORDER  -  FIRST
 BW2219
 BW2219.The horizontal coordinates were established by classical geodetic methods
 BW2219.and adjusted by the National Geodetic Survey in May 1994.
 BW2219
 BW2219.The orthometric height was scaled from a topographic map.
 BW2219
 BW2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2219
 BW2219.The geoid height was determined by GEOID03.
 BW2219
 BW2219;                    North         East     Units Scale Factor Converg.
 BW2219;SPC MS W     -   269,807.124   699,176.565   MT  0.99995001   -0 00 16.6
 BW2219;SPC MS W     -   885,192.21  2,293,881.78   sFT  0.99995001   -0 00 16.6
 BW2219;UTM  15      - 3,536,180.297   751,278.622   MT  1.00037877   +1 24 23.9
 BW2219
 BW2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2219!SPC MS W     -   0.99998134  x   0.99995001  =   0.99993135
 BW2219!UTM  15      -   0.99998134  x   1.00037877  =   1.00036011
 BW2219
 BW2219|---------------------------------------------------------------------|
 BW2219| PID    Reference Object                     Distance      Geod. Az  |
 BW2219|                                                           dddmmss.s |
 BW2219| CY4143 COPIAH RM 1                          21.367 METERS 08037     |
 BW2219| CY4142 COPIAH AZ MK                                       1503109.4 |
 BW2219| CY4144 COPIAH RM 2                          22.615 METERS 20619     |
 BW2219| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX. 5.8 KM 3432508.7 |
 BW2219|---------------------------------------------------------------------|
 BW2219
 BW2219                          SUPERSEDED SURVEY CONTROL
 BW2219
 BW2219  NAD 83(1986)-  31 56 01.63294(N)    090 20 31.34593(W) AD(       ) 1
 BW2219  NAD 27      -  31 56 01.06800(N)    090 20 31.01900(W) AD(       ) 1
 BW2219
 BW2219.Superseded values are not recommended for survey control.
 BW2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2219.See file dsdata.txt to determine how the superseded data were derived.
 BW2219
 BW2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5127936180(NAD 83)
 BW2219_MARKER: DS = TRIANGULATION STATION DISK
 BW2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2219
 BW2219  HISTORY     - Date     Condition        Report By
 BW2219  HISTORY     - 1945     MONUMENTED       CGS
 BW2219  HISTORY     - 1955     GOOD             CGS
 BW2219  HISTORY     - 1965     GOOD             MSHD
 BW2219
 BW2219                          STATION DESCRIPTION
 BW2219
 BW2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2219'STATION IS LOCATED ABOUT 2.5 MILES E OF GALLMAN AND ABOUT
 BW2219'4 MILES SE OF CRYSTAL SPRINGS ON LAND OWNED BY C. TERRY.
 BW2219'IT IS 79 FEET SW OF THE SW CORNER OF MR. TERRYS HOUSE AND
 BW2219'55 FEET E OF THE APPROXIMATE CENTER OF THE ROAD.
 BW2219'
 BW2219'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW2219'POST, STAMPED COPIAH 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2219'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2219'
 BW2219'REFERENCE MARK 1 IS 70.10 FEET E OF THE STATION, 52 FEET
 BW2219'S OF THE SW CORNER OF MR. TERRYS HOUSE, AND 55 FEET SW OF
 BW2219'THE SE CORNER OF THE HOUSE.  IT IS A BRONZE REFERENCE DISK
 BW2219'SET IN TOP OF A CONCRETE POST, STAMPED COPIAH NO 1 1945,
 BW2219'AND ABOUT FLUSH WITH THE GROUND.
 BW2219'
 BW2219'REFERENCE MARK 2 IS 74.19 FEET SW OF THE STATION, 16 FEET
 BW2219'E OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE
 BW2219'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED COPIAH
 BW2219'NO 2 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2219'
 BW2219'AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, 13 FEET
 BW2219'SW OF AN 18-INCH GUM TREE, 3.5 FEET NW OF A STANDARD WITNESS
 BW2219'POST, AND 16 FEET NE OF THE APPROXIMATE CENTER OF THE ROAD.
 BW2219'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST,
 BW2219'STAMPED COPIAH 1945, AND PROJECTS ABOUT 4 INCHES.
 BW2219'
 BW2219'TO REACH THE STATION FROM THE CROSS ROADS IN GALLMAN, GO
 BW2219'E 0.05 MILE TO T-INTERSECTION JUST AFTER CROSSING RAILROAD
 BW2219'TRACKS, TURN LEFT AND GO 2.1 MILES TO A T-INTERSECTION, TURN
 BW2219'RIGHT AND GO 0.55 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 BW2219'0.55 MILE TO A T-ROAD RIGHT AND A WHITE HOUSE ON THE LEFT,*
 BW2219'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK, TAKE LEFT
 BW2219'FORK AND GO 0.05 MILE TO MR. TERRYS HOUSE ON THE RIGHT AND
 BW2219'STATION.
 BW2219'
 BW2219'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO E ON DIRT
 BW2219'ROAD FOR 0.25 MILE TO A CURVE RIGHT AND THE AZIMUTH MARK
 BW2219'ON THE LEFT.
 BW2219'
 BW2219'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BW2219
 BW2219                          STATION RECOVERY (1955)
 BW2219
 BW2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2219'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BW2219'CONDITION.  THE HOUSE, OWNED BY MR. TERRY, HAS BEEN TORN
 BW2219'DOWN, AND A NEW HOUSE BUILT.  A NEW DESCRIPTION FOLLOWS--
 BW2219'
 BW2219'THE STATION IS LOCATED 2.5 MI. E OF GALLMAN, ABOUT 4.5 MI.
 BW2219'SE OF CRYSTAL SPRINGS, AND ON LAND OWNED BY MRS. C. TERRY.
 BW2219'THE MARK IS 54 FT. E OF THE CENTER OF A GRAVELED ROAD, 37
 BW2219'FT. S OF THE S PILLAR AT THE W END OF THE TERRY HOUSE, AND
 BW2219'64 FT. SW OF THE SW CORNER OF THE BRICK CHIMNEY ON THE S
 BW2219'SIDE OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED COPIAH
 BW2219'1945 AND SET FLUSH WITH THE GROUND.
 BW2219'
 BW2219'REFERENCE MARK 1 IS 70.10 FT. E OF THE STATION, 44 FT. S OF
 BW2219'THE SE CORNER OF THE HOUSE, AND 124 FT. E OF THE CENTER OF
 BW2219'THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED COPIAH NO
 BW2219'1 1945 AND PROJECTING 2 IN.
 BW2219'
 BW2219'REFERENCE MARK 2 IS 74.19 FT. SW OF THE STATION, 18 FT. E
 BW2219'OF THE CENTER OF THE GRAVELED ROAD, AND 5 FT. NW OF THE CENTER
 BW2219'OF THE DRIVEWAY.  IT IS A STANDARD DISK, STAMPED COPIAH NO
 BW2219'2 1945 AND SET FLUSH WITH THE GROUND.
 BW2219'
 BW2219'THE AZIMUTH MARK IS 0.3 MI. SE OF THE STATION, 13 FT. SW
 BW2219'OF A DEAD GUM TREE, 17 FT. NE OF THE CENTER OF A GRAVELED
 BW2219'ROAD AT THE OUTSIDE OF A CURVE, AND IN A FENCE LINE.  IT
 BW2219'IS A STANDARD DISK, STAMPED COPIAH 1945 AND PROJECTING 6
 BW2219'IN.
 BW2219'
 BW2219'TO REACH THE STATION FROM THE MAIN CROSSROAD IN GALLMAN,
 BW2219'GO E FOR 0.05 MI. TO THE RAILROAD TRACKS, CROSS THE TRACKS
 BW2219'AND TURN LEFT AND GO 2.0 MI. TO A T-INTERSECTION, TURN RIGHT
 BW2219'AND GO 0.5 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.55 MI.
 BW2219'TO A SIDE ROAD RIGHT (*), CONTINUE FOR 0.1 MI. STRAIGHT
 BW2219'AHEAD TO A FORK, TAKE THE LEFT FORK AND GO 0.05 MI. TO THE
 BW2219'STATION AND THE TERRY HOUSE ON THE RIGHT.
 BW2219'
 BW2219'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT
 BW2219'AND GO 0.25 MI. TO THE MARK ON THE LEFT AT THE SW CORNER OF
 BW2219'A CULTIVATED FIELD.
 BW2219
 BW2219                          STATION RECOVERY (1965)
 BW2219
 BW2219'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2219'THE STATION WAS VISITED 11-3-65 AND ALL MARKS WERE FOUND
 BW2219'IN GOOD CONDITION.
 BW2219'
 BW2219'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2219'FRONT ENTRANCE OF THE U.S. POST OFFICE ON EAST MARION STREET
 BW2219'IN CRYSTAL SPRINGS.  GO .01 MILES WEST TO SOUTH JACKSON
 BW2219'STREET.  TURN LEFT AND GO SOUTH 1.15 MILES TO A FORK.  TAKE
 BW2219'THE LEFT FORK ON A BLACKTOP ROAD AND GO 3.25 MILES TO A SIDE
 BW2219'ROAD LEFT.  TURN LEFT ON A GRAVEL ROAD AND GO .55 MILES TO A
 BW2219'SIDE ROAD RIGHT, CONTINUE FOR 0.1 MILE STRAIGHT AHEAD TO A FORK.
 BW2219'TAKE THE LEFT FORK AND GO 0.05 MILES TO THE STATION AND
 BW2219'HOUSE ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THIS
 BW2219'POINT, TURN RIGHT AND GO 0.25 MILES TO THE MARK ON THE
 BW2219'LEFT AND THE ROAD CURVES RIGHT.
 BW2219'
 BW2219'IT IS 54 FEET EAST OF A GRAVEL ROAD, 37 FEET SOUTH OF THE
 BW2219'SOUTH PILLAR AT THE WEST END OF A HOUSE.
 BW2219'
 BW2219'R.M. 1 IS 72.20 FEET NORTHEAST OF A POWER POLE, 21 FEET
 BW2219'EAST OF A 14-INCH PECAN TREE, IS STAMPED COPIAH NO 1 1945
 BW2219'AND FLUSH WITH THE GROUND.
 BW2219'
 BW2219'R.M. 2 IS 18 FEET EAST OF GRAVEL ROAD.  MARK IS IN THE CENTER
 BW2219'OF DRIVE LEADING TO THE HOUSE, IS STAMPED COPIAH NO 2 (1945)
 BW2219'AND FLUSH WITH THE GROUND.
 BW2219'
 BW2219'AZIMUTH MARK IS 33.40 FEET NORTHEAST OF A 12-INCH PINE, 17
 BW2219'FEET NORTHEAST OF A GRAVEL, 2 FEET NORTHEAST OF A METAL
 BW2219'WITNESS POST, IS STAMPED COPIAH (1945) AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1743 ***********************************************************************
 DJ1743  DESIGNATION -  COR3 TR1 S18 T16N R14E
 DJ1743  PID         -  DJ1743
 DJ1743  STATE/COUNTY-  MS/WINSTON
 DJ1743  USGS QUAD   -  BETHEDEN (1973)
 DJ1743
 DJ1743                         *CURRENT SURVEY CONTROL
 DJ1743  ___________________________________________________________________
 DJ1743* NAD 83(1993)-  33 14 01.12590(N)    088 54 42.28636(W)     ADJUSTED  
 DJ1743* NAVD 88     -       180.19   (+/-2cm)     591.2    (feet)  VERTCON   
 DJ1743  ___________________________________________________________________
 DJ1743  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DJ1743  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ1743  HORZ ORDER  -  SECOND
 DJ1743  VERT ORDER  -  THIRD ? (See Below)
 DJ1743
 DJ1743.The horizontal coordinates were established by classical geodetic methods
 DJ1743.and adjusted by the National Geodetic Survey in May 1994.
 DJ1743
 DJ1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1743.The vertical order pertains to the NGVD 29 superseded value.
 DJ1743
 DJ1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1743
 DJ1743.The geoid height was determined by GEOID03.
 DJ1743
 DJ1743;                    North         East     Units Scale Factor Converg.
 DJ1743;SPC MS E     -   413,953.687   292,691.804   MT  0.99995066   -0 02 34.7
 DJ1743;SPC MS E     - 1,358,113.05    960,273.03   sFT  0.99995066   -0 02 34.7
 DJ1743;UTM  16      - 3,678,818.499   321,871.524   MT  0.99999122   -1 02 52.9
 DJ1743
 DJ1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1743!SPC MS E     -   0.99997615  x   0.99995066  =   0.99992681
 DJ1743!UTM  16      -   0.99997615  x   0.99999122  =   0.99996737
 DJ1743
 DJ1743                          SUPERSEDED SURVEY CONTROL
 DJ1743
 DJ1743  NAD 83(1993)-  33 14 01.13711(N)    088 54 42.28371(W) AD(       ) 2
 DJ1743  NAD 83(1986)-  33 14 01.13431(N)    088 54 42.28333(W) AD(       ) 2
 DJ1743  NGVD 29 (01/23/89)  180.16   (m)          591.1    (f) LEVELING    3  
 DJ1743
 DJ1743.Superseded values are not recommended for survey control.
 DJ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1743.See file dsdata.txt to determine how the superseded data were derived.
 DJ1743
 DJ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB2187278818(NAD 83)
 DJ1743_MARKER: DU = BOUNDARY MARKER
 DJ1743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DJ1743_SP_SET: OBJECT IMBEDDED IN GROUND
 DJ1743_STAMPING: COR3 TR1 S18 T16N R14E PLS-1603 1976
 DJ1743_MARK LOGO: USFS  
 DJ1743_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DJ1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1743+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 DJ1743
 DJ1743  HISTORY     - Date     Condition        Report By
 DJ1743  HISTORY     - 1976     MONUMENTED       USFS
 DJ1743  HISTORY     - 19910111 GOOD             NGS
 DJ1743
 DJ1743                          STATION DESCRIPTION
 DJ1743
 DJ1743'DESCRIBED BY US FOREST SERVICE 1976 (RB)
 DJ1743'THE STATION IS AN ALUMINUM CAP STAMPED---COR3 TR1 S18 T16N R14E PLS-
 DJ1743'1603 1976---ATTACHED TO A 1-1/2 INCH PIPE PROJECTING 33 CM.  IT IS
 DJ1743'70.581 METERS SOUTHWEST OF AND 12.62 FEET LOWER THAN TRIANGULATION
 DJ1743'STATION BEVEL, AT THE INTERSECTION OF PAINTED LINES GOING SOUTH AND
 DJ1743'EAST, 7.1 M SOUTHWEST OF A 45 CM PINE BT, 4.8 M WNW OF A 30 CM PINE BT
 DJ1743'1.3 M SOUTH OF A 10 CM PINE BT, AND 40 CM SOUTHEAST OF A 4X4-INCH
 DJ1743'WOOD WITNESS POST.  THE POINT POSITIONED IS THE APEX OF THE 90 DEGREE
 DJ1743'ANGLE FORMED BY THE TWO LINES CUT INTO THE CAP.
 DJ1743
 DJ1743                          STATION RECOVERY (1991)
 DJ1743
 DJ1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (CLN)
 DJ1743'STATION IS LOCATED 11.0 MI (17.7 KM) NORTHEAST OF LOUISVILLE, 6.0 MI
 DJ1743'(9.7 KM) WEST AND 4.0 MI (6.4 KM) SOUTH OF OF THE NORTHEAST CORNER OF
 DJ1743'WINSTON COUNTY, 0.3 MI (0.5 KM) NORTHEAST OF BEVILL HILL METHODIST
 DJ1743'CHURCH, IN THE SOUTHWEST QUARTER OF SECTION 18, T 16 N, R 14 E, ON
 DJ1743'PROPERTY OF TOMBIGBEE NATIONAL FOREST.
 DJ1743'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25, JUST WEST OF
 DJ1743'LOUISVILLE, GO NORTH ON STATE HIGHWAY 25 FOR 5.5 MI (8.9 KM) TO
 DJ1743'EVERGREEN BAPTIST CHURCH AND JUNCTION OF OLD HIGHWAY 25 ON THE RIGHT,
 DJ1743'CONTINUE NORTH ON STATE HIGHWAY 25 FOR 2.6 MI (4.2 KM) TO WEBSTER
 DJ1743'CROSSROAD AT TOP OF HILL, TURN RIGHT AND GO EAST ON NOXUBEE REFUGE
 DJ1743'ROAD FOR 0.7 MI (1.1 KM) TO A FORK, TAKE THE RIGHT FORK AND GO EAST
 DJ1743'FOR 4.2 MI (6.8 KM) TO BEVILL HILL METHODIST CHURCH ON THE RIGHT,
 DJ1743'CONTINUE AHEAD NORTHEAST FOR 0.2 MI (0.3 KM) TO A DIRT PIT ON THE
 DJ1743'LEFT, TURN LEFT AND GO TO NORTHWEST CORNER OF PIT, PACK UP A HIGH BANK
 DJ1743'TO THE MARK.
 DJ1743'PROPERTY MONUMENT IS AN ALUMINUM USFS CAP STAMPED---COR3 TR1 S18 T16N
 DJ1743'R14E PLS-1603 1976---ATTACHED TO A 1.5 INCH IRON PIPE, PROJECTING 0.03
 DJ1743'M (0.10 FT) ABOVE THE GROUND.  IT IS 70.58 M (231.56 FT) SOUTHWEST OF
 DJ1743'STATION BEVEL 1935, AT THE INTERSECTION OF PAINTED LINES ON TREES
 DJ1743'GOING SOUTH AND EAST, 7.1 M (23.3 FT) SOUTHWEST OF AN 18 INCH PINE,
 DJ1743'4.8 M (15.7 FT) WEST NORTHWEST OF A 10 INCH PINE, 1.3 M (4.3 FT) SOUTH
 DJ1743'OF A 5 INCH PINE AND 0.4 M (1.3 FT) SOUTHEAST OF A 4X4 INCH WOOD
 DJ1743'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1839 ***********************************************************************
 DK1839  DESIGNATION -  CORDY
 DK1839  PID         -  DK1839
 DK1839  STATE/COUNTY-  MS/SUNFLOWER
 DK1839  USGS QUAD   -  MOORHEAD (1965)
 DK1839
 DK1839                         *CURRENT SURVEY CONTROL
 DK1839  ___________________________________________________________________
 DK1839* NAD 83(1993)-  33 23 23.58057(N)    090 30 16.66185(W)     ADJUSTED  
 DK1839* NAVD 88     -        34.93   (+/-2cm)     114.6    (feet)  VERTCON   
 DK1839  ___________________________________________________________________
 DK1839  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DK1839  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK1839  HORZ ORDER  -  SECOND
 DK1839  VERT ORDER  -  THIRD ? (See Below)
 DK1839
 DK1839.The horizontal coordinates were established by classical geodetic methods
 DK1839.and adjusted by the National Geodetic Survey in May 1994.
 DK1839
 DK1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1839.The vertical order pertains to the NGVD 29 superseded value.
 DK1839
 DK1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1839
 DK1839.The geoid height was determined by GEOID03.
 DK1839
 DK1839;                    North         East     Units Scale Factor Converg.
 DK1839;SPC MS W     -   431,291.484   684,063.500   MT  0.99995313   -0 05 39.4
 DK1839;SPC MS W     - 1,414,995.48  2,244,298.33   sFT  0.99995313   -0 05 39.4
 DK1839;UTM  15      - 3,697,293.480   732,105.736   MT  1.00026425   +1 22 26.0
 DK1839
 DK1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1839!SPC MS W     -   0.99999867  x   0.99995313  =   0.99995180
 DK1839!UTM  15      -   0.99999867  x   1.00026425  =   1.00026292
 DK1839
 DK1839:                Primary Azimuth Mark                     Grid Az
 DK1839:SPC MS W     -  MOORHEAD PLANTERS MFG CO TANK            001 13 31.9
 DK1839:UTM  15      -  MOORHEAD PLANTERS MFG CO TANK            359 45 26.5
 DK1839
 DK1839|---------------------------------------------------------------------|
 DK1839| PID    Reference Object                     Distance      Geod. Az  |
 DK1839|                                                           dddmmss.s |
 DK1839| DK1837 MOORHEAD PLANTERS MFG CO TANK       APPROX. 6.5 KM 0010752.5 |
 DK1839| CY5464 CORDY RM 1                           34.185 METERS 08148     |
 DK1839| DK1843 GULF INTERST GAS KKM 543 MAST       APPROX. 9.0 KM 1933816.4 |
 DK1839| CY5466 CORDY RM 3                           69.466 METERS 20010     |
 DK1839| CY5463 CORDY AZ MK                                        2730544.6 |
 DK1839| CY5467 CORDY RM 4                           47.037 METERS 32701     |
 DK1839| CY5465 CORDY RM 2                           29.675 METERS 34916     |
 DK1839| DK1838 MOORHEAD MUNICIPAL TANK             APPROX. 6.6 KM 3565621.0 |
 DK1839|---------------------------------------------------------------------|
 DK1839
 DK1839                          SUPERSEDED SURVEY CONTROL
 DK1839
 DK1839  NAD 83(1986)-  33 23 23.59134(N)    090 30 16.65855(W) AD(       ) 2
 DK1839  NAD 27      -  33 23 23.15520(N)    090 30 16.34730(W) AD(       ) 2
 DK1839  NGVD 29 (07/19/86)   35.00   (m)          114.8    (f) LEVELING    3  
 DK1839
 DK1839.Superseded values are not recommended for survey control.
 DK1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1839.See file dsdata.txt to determine how the superseded data were derived.
 DK1839
 DK1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3210697293(NAD 83)
 DK1839_MARKER: DS = TRIANGULATION STATION DISK
 DK1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1839
 DK1839  HISTORY     - Date     Condition        Report By
 DK1839  HISTORY     - 1957     MONUMENTED       CGS
 DK1839  HISTORY     - 1967     GOOD             CGS
 DK1839  HISTORY     - 19740501 GOOD             USGS
 DK1839
 DK1839                          STATION DESCRIPTION
 DK1839
 DK1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1839'THE STATION IS ABOUT 6 MILES NORTHEAST OF INVERNESS, 4 MILES
 DK1839'SOUTH OF MOORHEAD, AT A T-ROAD INTERSECTION, ON PROPERTY OWNED
 DK1839'BY MR. W.M. DUNCAN OF INVERNESS.  IT IS 28 FEET SOUTH OF THE
 DK1839'SOUTHWEST CORNER OF AN OLD WOODEN CHURCH, 47 FEET EAST OF THE
 DK1839'CENTERLINE OF A SURFACED ROAD, 106 FEET SOUTHEAST OF THE T-ROAD
 DK1839'INTERSECTION AND 90 FEET SOUTH OF A POWER LINE POLE AND WHITE
 DK1839'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DK1839'CORDY 1957.
 DK1839'
 DK1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND
 DK1839'STATE HIGHWAY 3 ABOUT 1.4 MILES NORTH OF INVERNESS, GO NORTH AND
 DK1839'NORTHEAST ON HIGHWAY 3 FOR 2.8 MILES TO A CROSSROAD.  TURN
 DK1839'RIGHT AND GO SOUTHEAST AND EAST ON GRAVELED ROAD FOR 3.35 MILES
 DK1839'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE GRAVELED
 DK1839'ROAD FOR 0.4 MILE TO THE T-ROAD INTERSECTION AND THE STATION
 DK1839'SOUTHEAST OF THE INTERSECTION.
 DK1839'
 DK1839'REFERENCE MARK 1 IS 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK1839'THE WOODEN CHURCH AND 159 FEET EAST OF THE CENTERLINE OF THE
 DK1839'SURFACED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORDY
 DK1839'NO 1 1957.
 DK1839'
 DK1839'REFERENCE MARK 2 IS 45 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK1839'OF THE CHURCH, 33 FEET EAST OF THE T-ROAD INTERSECTION AND 7 FEET
 DK1839'NORTHWEST OF THE POWER LINE POLE AND WHITE WITNESS POST.  THE
 DK1839'MARK IS FLUSH AND THE DISK IS STAMPED CORDY NO 2 1957.
 DK1839'
 DK1839'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF THE
 DK1839'GRAVELED ROAD, 2 FEET SOUTH OF A COMBINED POWER LINE POLE AND
 DK1839'TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND IS
 DK1839'ON ROAD RIGHT-OF-WAY.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DK1839'STAMPED CORDY 1957.
 DK1839'
 DK1839'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1839
 DK1839                          STATION RECOVERY (1967)
 DK1839
 DK1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK1839'THE STATION WAS VISITED 8-1-67 AND THE STATION MARK AND AZIMUTH
 DK1839'MARK WERE FOUND IN GOOD CONDITION, REFERENCE MARKS NO. 1 AND
 DK1839'NO. 2 WERE FOUND DISTURBED AND IN A FIELD.  REFERENCE MARKS NO. 3
 DK1839'AND 4 WERE ESTABLISHED AT THIS DATE.  THE OLD CHURCH MENTIONED IN
 DK1839'THE DESCRIPTION HAS BEEN ABANDONED AND WILL SOON FALL DOWN
 DK1839'AT WHICH TIME THE AREA WILL AGAIN BE CULTIVATED PUTING THE
 DK1839'STATION IN THE CULTIVATED AREA, THEREFORE THE ANGLES WERE
 DK1839'OBSERVED AT BOTH NEW REFERENCE MARKS MAKING IT POSSIBLE TO
 DK1839'FIND THE MARK AT A LATER DATE.  A NEW DESCRIPTION FOLLOWS--
 DK1839'
 DK1839'THE STATION IS LOCATED ABOUT 4.25 MILES SOUTH OF MOOREHEAD, AND 6
 DK1839'MILES NE OF INVERNESS, ON THE PROPERTY OF MR. W.M. DUNCAN, AT
 DK1839'THE INTERSECTION OF A ROAD LEADING WEST AND AT THE SITE OF
 DK1839'AN ABANDONDED CHURCH.  IT IS 49 FEET EAST OF THE CENTER OF A
 DK1839'NORTH-SOUTH ROAD, 89 FEET SOUTH OF THE PROJECTED CENTERLINE OF
 DK1839'THE ROAD LEADING WEST, 30 FEET SW OF THE SW CORNER OF THE
 DK1839'CHURCH, 90 FEET S. OF A SERVICE POLE AND 1 FOOT E. OF A METAL
 DK1839'WITNESS POST.  IT IS A TRIANGULATION STATION DISK, STAMPED
 DK1839'CORDY 1957 AND IS FLUSH WITH THE GROUND.
 DK1839'
 DK1839'REFERENCE MARK NO. 3 IS 227.91 FEET SSW OF THE STATION, 31 FEET
 DK1839'WEST OF THE CENTER OF THE ROAD, 301 FEET SOUTH OF THE ROAD
 DK1839'LEADING WEST, 2 FEET NORTH OF A POWER POLE, 1 FOOT S OF A
 DK1839'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED CORDY
 DK1839'1957 NO 3 1967, PROJECTING 6 INCHES.
 DK1839'
 DK1839'REFERENCE MARK NO. 4 IS 154.32 FEET NE OF THE STATION IN THE
 DK1839'NORTHEAST ANGLE OF THE T INTERSECTION, 41 FEET N. OF THE CENTER OF
 DK1839'THE ROAD LEADING WEST, 35 FEET W. OF THE CENTER OF THE ROAD,
 DK1839'3 FEET SE OF A POWER POLE, AND 1 FOOT SW OF A METAL WITNESS POST.
 DK1839'IT IS A STANDARD REFERENCE MARK DISK, STAMPED CORDY 1957 NO 4
 DK1839'1967, PROJECTING 6 INCHES.
 DK1839'
 DK1839'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION AT THE SOUTHEDGE
 DK1839'OF A FIELD, ABOUT 150 YARDS EAST OF A FARM HOUSE, 35 FEET N.
 DK1839'OF THE CENTER OF THE BLACK TOP ROAD, 13 FEET N. OF A FENCE LINE,
 DK1839'83 FEET E. OF A POWER POLE, 3 FEET S OF A ROW OF POLES, AND
 DK1839'1 FOOT E. OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 DK1839'STAMPED CORDY 1957, PROJECTING 6 INCHES.
 DK1839'
 DK1839'THE STATION IS REACHED FROM THE POST OFFICE IN MOOREHEAD BY GOING
 DK1839'EAST ON WASHINGTON STREET FOR 0.1 MILE TO THE INTERSECTION WITH
 DK1839'MISSISSIPPI HIGHWAY NO. 3, TURN RIGHT AND GO SOUTH FOR 0.6 MILE
 DK1839'TO A FORKS, TAKE LEFT FORK AND GO SOUTH ON BLACK TOP ROAD FOR
 DK1839'3.5 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE LEFT,
 DK1839'TURN RIGHT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DK1839'
 DK1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.25 MILES
 DK1839'S. OF MOOREHEAD
 DK1839
 DK1839                          STATION RECOVERY (1974)
 DK1839
 DK1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DK1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0887 ***********************************************************************
 EG0887  DESIGNATION -  CORINTH
 EG0887  PID         -  EG0887
 EG0887  STATE/COUNTY-  MS/ALCORN
 EG0887  USGS QUAD   -  CORINTH (1982)
 EG0887
 EG0887                         *CURRENT SURVEY CONTROL
 EG0887  ___________________________________________________________________
 EG0887* NAD 83(1993)-  34 56 49.27985(N)    088 30 52.24801(W)     ADJUSTED  
 EG0887* NAVD 88     -       152.987  (meters)     501.92   (feet)  ADJUSTED  
 EG0887  ___________________________________________________________________
 EG0887  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 EG0887  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0887  DYNAMIC HT  -         152.841 (meters)     501.45  (feet)  COMP
 EG0887  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EG0887
 EG0887  HORZ ORDER  -  THIRD
 EG0887  VERT ORDER  -  FIRST     CLASS II
 EG0887
 EG0887.The horizontal coordinates were established by classical geodetic methods
 EG0887.and adjusted by the National Geodetic Survey in May 1994.
 EG0887
 EG0887.The orthometric height was determined by differential leveling
 EG0887.and adjusted in June 1991.
 EG0887
 EG0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0887
 EG0887.The geoid height was determined by GEOID03.
 EG0887
 EG0887.The dynamic height is computed by dividing the NAVD 88
 EG0887.geopotential number by the normal gravity value computed on the
 EG0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0887.degrees latitude (g = 980.6199 gals.).
 EG0887
 EG0887.The modeled gravity was interpolated from observed gravity values.
 EG0887
 EG0887;                    North         East     Units Scale Factor Converg.
 EG0887;SPC MS E     -   604,042.472   329,121.836   MT  0.99996045   +0 10 57.5
 EG0887;SPC MS E     - 1,981,762.68  1,079,793.89   sFT  0.99996045   +0 10 57.5
 EG0887;SPC TN       -    71,041.191   370,316.651   MT  1.00006727   -1 28 19.5
 EG0887;SPC TN       -   233,074.31  1,214,947.21   sFT  1.00006727   -1 28 19.5
 EG0887;UTM  16      - 3,868,215.201   361,703.553   MT  0.99983572   -0 52 03.6
 EG0887
 EG0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0887!SPC MS E     -   0.99998032  x   0.99996045  =   0.99994077
 EG0887!SPC TN       -   0.99998032  x   1.00006727  =   1.00004759
 EG0887!UTM  16      -   0.99998032  x   0.99983572  =   0.99981604
 EG0887
 EG0887:                Primary Azimuth Mark                     Grid Az
 EG0887:SPC MS E     -  CORINTH AZ MK                            003 24 14.4
 EG0887:SPC TN       -  CORINTH AZ MK                            005 03 31.4
 EG0887:UTM  16      -  CORINTH AZ MK                            004 27 15.5
 EG0887
 EG0887|---------------------------------------------------------------------|
 EG0887| PID    Reference Object                     Distance      Geod. Az  |
 EG0887|                                                           dddmmss.s |
 EG0887| EG0891 CORINTH AZ MK                                      0033511.9 |
 EG0887| EG0889 CORINTH RM 1                         38.913 METERS 04233     |
 EG0887| EG0890 CORINTH RM 2                         22.825 METERS 10856     |
 EG0887| EG1601 CORINTH BLACK TANK                  APPROX. 1.0 KM 1720353.6 |
 EG0887|---------------------------------------------------------------------|
 EG0887
 EG0887                          SUPERSEDED SURVEY CONTROL
 EG0887
 EG0887  NAD 83(1993)-  34 56 49.28557(N)    088 30 52.24681(W) AD(       ) 3
 EG0887  NAD 83(1986)-  34 56 49.28984(N)    088 30 52.24613(W) AD(       ) 3
 EG0887  NAD 27      -  34 56 48.97400(N)    088 30 52.07600(W) AD(       ) 3
 EG0887  NGVD 29 (??/??/92)  152.993  (m)          501.94   (f) ADJ UNCH    1 2
 EG0887
 EG0887.Superseded values are not recommended for survey control.
 EG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0887.See file dsdata.txt to determine how the superseded data were derived.
 EG0887
 EG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6170468215(NAD 83)
 EG0887_MARKER: DS = TRIANGULATION STATION DISK
 EG0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0887_STAMPING: CORINTH 1934
 EG0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0887+STABILITY: SURFACE MOTION
 EG0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0887+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 EG0887
 EG0887  HISTORY     - Date     Condition        Report By
 EG0887  HISTORY     - 1934     MONUMENTED       CGS
 EG0887  HISTORY     - 1962     GOOD             CGS
 EG0887  HISTORY     - 1962     SEE DESCRIPTION  MSHD
 EG0887  HISTORY     - 1962     GOOD             MSHD
 EG0887  HISTORY     - 1971     SEE DESCRIPTION  NGS
 EG0887  HISTORY     - 1971     GOOD             TVA
 EG0887  HISTORY     - 1974     GOOD             MSU
 EG0887  HISTORY     - 1978     GOOD             MSHD
 EG0887  HISTORY     - 1978     GOOD             MSHD
 EG0887  HISTORY     - 19811001 GOOD             MSSU
 EG0887  HISTORY     - 20020410 GOOD             USACE
 EG0887  HISTORY     - 20060429 GOOD             NGS
 EG0887
 EG0887                          STATION DESCRIPTION
 EG0887
 EG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG0887'IN CORINTH, ON LAND OF W L HARRISON, IN NORTHEAST CORNER OF GARDEN ON
 EG0887'SOUTH SIDE OF
 EG0887'HARRISONS HOME, 19.5 FEET SOUTH OF FENCE CORNER, AND
 EG0887'ABOUT 50 FEET FROM CENTER LINE
 EG0887'OF STREET.  TO REACH FROM POST OFFICE
 EG0887'IN CORINTH, GO NORTH 0.25 MILE ON U S ROUTE 45 TO
 EG0887'JUNCTION WITH STATE
 EG0887'ROUTE 2, TURN RIGHT ONTO ROUTE 2 AND GO 0.65 MILE (OR 0.2 MILE AFTER
 EG0887'GOING THROUGH
 EG0887'UNDERPASS) TO JOGGED CORNER WHERE ROUTE 2 TURNS RIGHT,
 EG0887'TURN RIGHT AND IMMEDIATELY TURN
 EG0887'LEFT GOING NORTH 0.1 MILE OFF ROUTE 2
 EG0887'TO HOME OF MR HARRISON ON LEFT STATION.  SURFACE
 EG0887'AND UNDERGROUND
 EG0887'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EG0887'REFERENCE AND
 EG0887'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EG0887'NO 1 IS 45.5 FEET
 EG0887'FROM INTERSECTION OF CENTER LINES OF
 EG0887'STREETS AND 127.86 FEET FROM STATION.  NO 2
 EG0887'IS 23.1 FEET EAST OF CENTER LINE OF STREET, 27.0 FEET FROM
 EG0887'TELEPHONE POLE
 EG0887'WITH TRANSFORMER MARKED NO 1064-5KW, AND 75.16 FEET FROM STATION.
 EG0887'AZIMUTH MARK IS ABOUT 25 FEET EAST OF
 EG0887'CENTER LINE OF ROAD WHICH PASSES STATION
 EG0887'SITE AND 0.25 MILE FROM
 EG0887'STATION N 03 DEG 36 MIN E.  BEARING FROM
 EG0887'STATION TO
 EG0887'CORINTH, BLACK WATER TANK, DISTANT ABOUT .5 MILE, IS S 07 DEG 56 MIN E
 EG0887
 EG0887                          STATION RECOVERY (1962)
 EG0887
 EG0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 EG0887'STATION RECOVERED AND FOUND TO BE SLIGHTLY TILTED.  THE REFERENCE AND
 EG0887'AZIMUTH MARKS RECOVERED IN
 EG0887'GOOD CONDITION.
 EG0887'
 EG0887'THE STATION MARK IS 53.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EG0887'THE HOUSE AT 1823 NORTH
 EG0887'MADISON STREET, PROJECTS 1 FOOT AND IS PAINTED WHITE.
 EG0887'
 EG0887'TO REACH FROM THE CORINTH POST OFFICE, GO NORTH ON US HIGHWAY 45 AND
 EG0887'FILMORE STREET FOR 0.25
 EG0887'MILE TO WHERE US HIGHWAY 45 TURNS LEFT AND FILLMORE
 EG0887'STREET MAKES JOG TO THE RIGHT.
 EG0887'MAKE JOG TO RIGHT AND CONTINUE NORTH
 EG0887'ON FILLMORE STREET FOR 0.45 MILE TO A T-STREET AT
 EG0887'SEVENTH STREET.
 EG0887'TURN RIGHT AND GO EAST ON SEVENTH FOR 0.25 MILE TO MADISON STREET ON
 EG0887'LEFT.  TURN LEFT
 EG0887'AND GO NORTH ON MADISON STREET FOR 0.1 MILE TO
 EG0887'STATION ON LEFT.
 EG0887
 EG0887                          STATION RECOVERY (1962)
 EG0887
 EG0887'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG0887'THE STATION WAS VISITED JUNE 11, 1962 AND ALL MARKS WERE FOUND IN
 EG0887'GOOD CONDITION.
 EG0887'
 EG0887'A NEW TO REACH FOLLOWS.  TO REACH FROM THE POST OFFICE IN CORINTH, GO
 EG0887'NORTH ON U S
 EG0887'HIGHWAY 45 FOR 0.8 MILE TO SHILOH ROAD, TURN RIGHT,
 EG0887'EAST, AND GO 0.35 MILE TO
 EG0887'MADISON STREET, TURN LEFT, NORTH, AND GO
 EG0887'0.1 MILE OR 1.5 BLOCKS TO THE STATION ON THE
 EG0887'LEFT AS DESCRIBED.
 EG0887'
 EG0887'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON MADISON STREET FOR 0.2
 EG0887'MILE TO THE MARK
 EG0887'ON THE RIGHT.  NOTE- METAL WITNESS POSTS WERE SET
 EG0887'1.0 FOOT EAST OF THE STATION AND
 EG0887'1.0 FOOT WEST OF THE AZIMUTH MARK.
 EG0887'
 EG0887'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH SQUARE
 EG0887'CONCRETE POSTS.
 EG0887'STATION DISK IS STAMPED CORINTH 1934 AND PROJECTS 8
 EG0887'INCHES.
 EG0887'
 EG0887'IT IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD HARRISON
 EG0887'HOME, 48 FEET WEST
 EG0887'OF THE CENTER LINE OF THE STREET, 62.5 FEET
 EG0887'NORTHEAST OF AND ACROSS THE STREET
 EG0887'FROM A POWERLINE POLE WITH
 EG0887'TRANSFORMER, 21 FEET NORTHWEST OF AN 8-INCH PERSIMMON
 EG0887'TREE.
 EG0887'
 EG0887'R M 1 IS 54 FEET NORTHWEST OF A CHIMNEY ON THE NORTH SIDE OF A HOUSE,
 EG0887'49 FEET SOUTHWEST
 EG0887'OF A FIRE PLUG, 47 FEET SOUTHWEST OF INTERSECTION
 EG0887'OF NINTH STREET AND MADISON STREET,
 EG0887'IS STAMPED CORINTH NO 1 1934 AND
 EG0887'PROJECTS 8 INCHES.
 EG0887'
 EG0887'R M 2 IS 44 FEET NORTHWEST OF THE NORTHWEST COLUMN OF A HOUSE, 26
 EG0887'FEET SOUTH OF A
 EG0887'10-INCH OAK TREE, 18 FEET SOUTHWEST OF A POWERLINE
 EG0887'POLE WITH TRANSFORMER, 8 FEET
 EG0887'NORTH OF A 5 INCH OAK TREE, IS STAMPED
 EG0887'CORINTH NO 2 1934 AND PROJECTS 2 INCHES.
 EG0887'
 EG0887'AZ MK IS 0.2 MILE NORTH OF THE STATION, 43 FEET SOUTHEAST OF A STREET
 EG0887'INTERSECTION, 38
 EG0887'FEET SOUTH OF THE CENTER OF A STREET LEADING EAST,
 EG0887'20 FEET EAST OF A GRAVEL ROAD, IS
 EG0887'STAMPED CORINTH AZI 1934 AND
 EG0887'PROJECTS 10 INCHES.
 EG0887
 EG0887                          STATION RECOVERY (1962)
 EG0887
 EG0887'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0887'IN CORINTH.
 EG0887'TO REACH FROM THE U. S. POST OFFICE IN CORINTH, GO NORTH ON U. S.
 EG0887'HIGHWAY 45 FOR 0.8 MILE TO SHILOH ROAD, TURN RIGHT, EAST, AND GO 0.35
 EG0887'MILE TO MADISON STREET, TURN LEFT, NORTH AND GO 0.1 MILE OR TWO BLOCKS
 EG0887'TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE
 EG0887'TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 50 FEET SOUTHWEST OF THE
 EG0887'SOUTHWEST CORNER OF A HOUSE, 62.5 FEET NORTHWEST AND ACROSS THE STREET
 EG0887'FROM A POWER LINE POLE, 48 FEET WEST OF THE CENTER OF THE STREET, 21
 EG0887'FEET NORTHWEST OF AN 8-INCH PERSIMMON TREE, 2 FEET ABOVE THE LEVEL OF
 EG0887'THE STREET, AND PROJECTS 1 FOOT.  A METAL WITNESS POST WAS SET 1.0
 EG0887'FOOT SOUTH OF THE MARK.
 EG0887
 EG0887                          STATION RECOVERY (1971)
 EG0887
 EG0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EG0887'THE SURFACE STATION MARK WAS FOUND LEANING.  REFERENCE MARK NO 1 AND
 EG0887'REFERENCE MARK NO
 EG0887'2 WERE RECOVERED AND FOUND IN APPARENT GOOD
 EG0887'CONDITION.  THE AZIMUTH MARK IS
 EG0887'KNOWN TO HAVE BEEN DESTROYED.
 EG0887'THE STATION
 EG0887'SURFACE MARK WAS
 EG0887'REMOVED AND THE UNDERGROUND STATION MARK FOUND IN EXCELLENT
 EG0887'CONDITION.  A
 EG0887'FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND
 EG0887'STATION MARK AND THE POINT HELD,
 EG0887'AFTER WHICH THE ORIGINAL SURFACE
 EG0887'MARK MONUMENT WAS RESET IN ITS EXACT, ORIGINAL
 EG0887'HORIZONTAL POSITION,
 EG0887'CENTERED UNDER THE HELD POINT, AND CEMENTED AROUND.  THE DISK WAS
 EG0887'ALTERED TO
 EG0887'READ CORINTH 1934 1971.  THE STATION WAS THEN OCCUPIED AND
 EG0887'THE HORIZONTAL ANGLE OBSERVED
 EG0887'BETWEEN REFERENCE MARK NO 1 AND
 EG0887'REFERENCE MARK NO 2.  IN CHECKING THE ANGLE
 EG0887'OBSERVED THIS DATE
 EG0887'BETWEEN THE REFERENCE MARKS AGAINST THE 1934 OBSERVED VALUES, A
 EG0887'DISCREPANCY OF + 08 MIN 24.5 SEC WAS NOTED.  VERTICAL ANGLES WERE
 EG0887'OBSERVED UPON THE
 EG0887'REFERENCE MARKS AND SLOPE MEASUREMENTS MADE, AND
 EG0887'WHEN REDUCED TO THE HORIZONTAL AND
 EG0887'DISCREPANCY OF - 0.09 OF A FOOT
 EG0887'WAS NOTED FOR REFERENCE MARK NO.  1 AND - 0.28 OF A
 EG0887'FOOT FOR
 EG0887'REFERENCE MARK NO 2.
 EG0887'
 EG0887'AS ALL MARKS AT THIS STATION ARE BENCH MARKS, AN ELEVATION WAS
 EG0887'TRANSFERRED TO THE
 EG0887'RESET STATION MARK USING BENCH MARK CORINTH R M 2
 EG0887'AS THE STARTING ELEVATION.
 EG0887'
 EG0887'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EG0887'
 EG0887'THE STATION IS LOCATED ON THE PROPERTY OF MR W L HARRISON IN THE
 EG0887'SOUTHWEST ANGLE OF
 EG0887'THE INTERSECTION OF MADISON STREET AND NINTH
 EG0887'STREET IN CORINTH.
 EG0887'
 EG0887'TO REACH THE STATION FROM THE POST OFFICE IN CORINTH, GO NORTH ON U S
 EG0887'HIGHWAY 45 FOR 0.8
 EG0887'OF A MILE TO SHILOH ROAD, TURN RIGHT, EAST, ON
 EG0887'SHILOH ROAD FOR 0.35 OF A MILE TO
 EG0887'MADISON STREET, TURN LEFT, NORTH,
 EG0887'ON MADISON STREET AND GO 0.1 OF A MILE TO THE
 EG0887'STATION OF THE LEFT IN
 EG0887'SOUTHWEST ANGLE AS DESCRIBED.
 EG0887'
 EG0887'THE STATION IS 131 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 EG0887'THE INTERSECTION
 EG0887'OF MADISON STREET AND NINTH STREET, 64 FEET WEST AND
 EG0887'ACROSS THE STREET FROM A UTILITY
 EG0887'AND TRANSFORMER POLE, 54 FEET
 EG0887'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 EG0887'53 FEET SOUTHWEST
 EG0887'OF CONCRETE STEPS LEADING TO THE HOUSE FROM MADISON STREET, 49 FEET
 EG0887'WEST OF THE
 EG0887'APPROXIMATE CENTER OF MADISON STREET, 49 FEET
 EG0887'SOUTH-SOUTHEAST OF A 30-INCH
 EG0887'MAPLE TREE, 19 FEET WEST OF A 18-INCH
 EG0887'BLACK OAK TREE, AND 1.0 FOOT WEST OF A METAL
 EG0887'WITNESS POST AND SIGN.
 EG0887'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 EG0887'CONCRETE
 EG0887'MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED CORINTH 1934
 EG0887'1971.
 EG0887'
 EG0887'REFERENCE MARK NO 1 IS ACROSS MADISON STREET NORTHEAST OF THE
 EG0887'STATION, 50 FEET
 EG0887'SOUTH-SOUTHEAST AND ACROSS THE STREET FROM A FIRE
 EG0887'HYDRANT, 48 FEET EAST-SOUTHEAST OF
 EG0887'THE APPROXIMATE CENTER OF THE
 EG0887'INTERSECTION OF MADISON STREET AND NINTH STREET, 39
 EG0887'FEET
 EG0887'WEST-SOUTHWEST OF A 24-INCH BLACK OAK TREE, 38 FEET EAST OF THE
 EG0887'APPROXIMATE CENTER
 EG0887'OF MADISON STREET, 32.5 FEET NORTHWEST OF THE
 EG0887'NORTHWEST CORNER OF A HOUSE, AND 30
 EG0887'FEET SOUTH OF THE APPROXIMATE
 EG0887'CENTER OF NINTH STREET.  IT IS A STANDARD DISK SET IN
 EG0887'THE TOP OF A
 EG0887'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 13 INCHES AND THE
 EG0887'DISK IS STAMPED
 EG0887'CORINTH NO 1 1934.
 EG0887'
 EG0887'REFERENCE MARK NO 2 IS ACROSS MADISON STREET EAST-SOUTHEAST OF THE
 EG0887'STATION, 148 FEET
 EG0887'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 EG0887'INTERSECTION OF MADISON STREET AND
 EG0887'NINTH STREET, 39.5 FEET SOUTHWEST
 EG0887'OF THE SOUTHWEST CORNER OF A HOUSE, 26 FEET SOUTH OF
 EG0887'A 16-INCH LIVE
 EG0887'OAK TREE, 23 FEET EAST OF THE APPROXIMATE CENTER OF MADISON STREET,
 EG0887'18 FEET
 EG0887'SOUTH-SOUTHEAST OF A UTILITY AND TRANSFORMER POLE, AND 8 FEET
 EG0887'NORTH OF A 12-INCH LIVE
 EG0887'OAK TREE.  IT IS A STANDARD DISK SET IN THE
 EG0887'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 EG0887'THAT PROJECTS 12 INCHES
 EG0887'AND THE DISK IS STAMPED CORINTH NO 2 1934.
 EG0887'
 EG0887'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 EG0887'REFERENCE MARK NO
 EG0887'2 IS 119.52 FEET - (36.430) METERS.
 EG0887
 EG0887                          STATION RECOVERY (1971)
 EG0887
 EG0887'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (TW)
 EG0887'CONDITION OF POINT WHEN FOUND SLIGHTLY LEANING TO SOUTH.
 EG0887'
 EG0887'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CORINTH A 1934.
 EG0887'
 EG0887'STATION RM 1 AND RM 2 RECOVERED.
 EG0887'
 EG0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CORINTH.
 EG0887
 EG0887                          STATION RECOVERY (1974)
 EG0887
 EG0887'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (WHS)
 EG0887'CORINTH 1934 RECOVERED GOOD.
 EG0887'
 EG0887'CORINTH NO 1 1934 RECOVERED GOOD.
 EG0887'
 EG0887'CORINTH NO 2 1934 RECOVERED GOOD.
 EG0887'
 EG0887'1971 DESCRIPTION ADEQUATE.
 EG0887
 EG0887                          STATION RECOVERY (1978)
 EG0887
 EG0887'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG0887'THE STATION WAS VISITED 6-1-78 AND THE STATION MARK, RM NO 1 AND
 EG0887'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION BY L.F.S.
 EG0887'IN 1971 WAS FOUND TO BE CORRECT.
 EG0887'
 EG0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CORINTH.
 EG0887
 EG0887                          STATION RECOVERY (1978)
 EG0887
 EG0887'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0887'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 EG0887
 EG0887                          STATION RECOVERY (1981)
 EG0887
 EG0887'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0887'RECOVERED IN GOOD CONDITION.
 EG0887
 EG0887                          STATION RECOVERY (2002)
 EG0887
 EG0887'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG0887'RECOVERED IN GOOD CONDITION.
 EG0887
 EG0887                          STATION RECOVERY (2006)
 EG0887
 EG0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006
 EG0887'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1601 ***********************************************************************
 EG1601  DESIGNATION -  CORINTH BLACK TANK
 EG1601  PID         -  EG1601
 EG1601  STATE/COUNTY-  MS/ALCORN
 EG1601  USGS QUAD   -  CORINTH (1982)
 EG1601
 EG1601                         *CURRENT SURVEY CONTROL
 EG1601  ___________________________________________________________________
 EG1601* NAD 83(1993)-  34 56 16.72977(N)    088 30 46.73846(W)     ADJUSTED  
 EG1601* NAVD 88     -              **(meters)            **(feet)            
 EG1601  ___________________________________________________________________
 EG1601  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 EG1601  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1601  HORZ ORDER  -  THIRD
 EG1601
 EG1601.The horizontal coordinates were established by classical geodetic methods
 EG1601.and adjusted by the National Geodetic Survey in May 1994.
 EG1601
 EG1601
 EG1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1601
 EG1601.The geoid height was determined by GEOID03.
 EG1601
 EG1601;                    North         East     Units Scale Factor Converg.
 EG1601;SPC MS E     -   603,039.883   329,264.842   MT  0.99996055   +0 11 00.5
 EG1601;SPC MS E     - 1,978,473.35  1,080,263.07   sFT  0.99996055   +0 11 00.5
 EG1601;SPC TN       -    70,034.782   370,430.659   MT  1.00006970   -1 28 16.3
 EG1601;SPC TN       -   229,772.45  1,215,321.25   sFT  1.00006970   -1 28 16.3
 EG1601;UTM  16      - 3,867,210.284   361,828.144   MT  0.99983530   -0 51 59.8
 EG1601
 EG1601                          SUPERSEDED SURVEY CONTROL
 EG1601
 EG1601  NAD 83(1993)-  34 56 16.73403(N)    088 30 46.73701(W) AD(       ) 4
 EG1601  NAD 83(1986)-  34 56 16.73950(N)    088 30 46.73657(W) AD(       ) 4
 EG1601  NAD 27      -  34 56 16.42367(N)    088 30 46.56096(W) AD(       ) 3
 EG1601
 EG1601.Superseded values are not recommended for survey control.
 EG1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1601.See file dsdata.txt to determine how the superseded data were derived.
 EG1601
 EG1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6182867210(NAD 83)
 EG1601_MARKER: 53 = ELEVATED TANK
 EG1601_SETTING: 0 = UNSPECIFIED SETTING
 EG1601
 EG1601  HISTORY     - Date     Condition        Report By
 EG1601  HISTORY     - 1934     FIRST OBSERVED   CGS
 EG1601  HISTORY     - 1962     GOOD             MSHD
 EG1601  HISTORY     - 1966     GOOD             CGS
 EG1601  HISTORY     - 1978     GOOD             MSHD
 EG1601
 EG1601                          STATION DESCRIPTION
 EG1601
 EG1601'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1601'THE TANK IS LOCATED ON THE SOUTH EDGE OF LINDEN STREET 1/2 BLOCK EAST
 EG1601'OF DOUGLAS STREET
 EG1601'AND WEST OF GRAHAM STREET.  IT IS A 200,000 GALLON
 EG1601'TANK CONSTRUCTED OF STEEL, SUPPORTED
 EG1601'BY 4 STEEL TRUSS-WORK LEGS, IS
 EG1601'PAINTED SILVER WITH CORINTH WATER DEPARTMENT PAINTED IN
 EG1601'BLACK LETTERS AND
 EG1601'IS APPROXIMATELY 130 FEET HIGH.
 EG1601
 EG1601                          STATION RECOVERY (1966)
 EG1601
 EG1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1601'STATION FOUND IN GOOD CONDITION BUT NOW IS PAINTED A PASTEL
 EG1601'GREEN.
 EG1601'
 EG1601'THE TANK IS LOCATED ON THE SOUTH EDGE OF LINDEN STREET 1/2 BLOCK EAST
 EG1601'OF DOUGLAS STREET
 EG1601'AND WEST OF GRAHAM STREET.  IT IS A 200,000 GALLON
 EG1601'TANK CONSTRUCTED OF STEEL, SUPPORTED
 EG1601'BY 4 STEEL TRUSS-WORK LEGS, IS
 EG1601'APPROXIMATELY 130 FEET HIGH, IS PAINTED A PASTEL GREEN
 EG1601'AND HAS
 EG1601'CORINTH, MISS PAINTED ON WEST SIDE OF TANK IN BLACK LETTERS.
 EG1601'
 EG1601'POINT INTERSECTED WAS TOP AND CENTER.
 EG1601
 EG1601                          STATION RECOVERY (1978)
 EG1601
 EG1601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1601'THE STATION SITE WAS VISITED 5-3-78 AND THE TANK WAS FOUND TO BE
 EG1601'STANDING AND IN GOOD CONDITION.  THE 1966 RECOVERY IS CORRECT EXCEPT
 EG1601'THE TANK IS SILVER IN COLOR.
 EG1601'
 EG1601'THE STATION IS LOCATED 0.45 MILE NORTHEAST OF THE CENTER OF DOWNTOWN
 EG1601'CORINTH ON THE SOUTH SIDE OF LINDEN STREET ABOUT MIDWAY BETWEEN
 EG1601'DOUGLAS AND GRAHAM STREET NEAR THE CENTER OF SECTION 1, T 2S, R 7E.
 EG1601'
 EG1601'TO REACH FROM THE U.S. POST OFFICE IN CORINTH GO NORTHEAST
 EG1601'ON FILLMORE STREET (U.S. HIGHWAY 45 BUSINESS) FOR 0.15 MILE
 EG1601'TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTHEAST ON GLOSTER
 EG1601'STREET FOR 0.35 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON
 EG1601'DOUGLAS STREET FOR 0.15 MILE TO THE JUNCTION OF LINDEN STREET AND
 EG1601'THE TANK ON THE RIGHT.
 EG1601'
 EG1601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CORINTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1608 ***********************************************************************
 EG1608  DESIGNATION -  CORINTH FEDERAL COMPRESS TANK
 EG1608  PID         -  EG1608
 EG1608  STATE/COUNTY-  MS/ALCORN
 EG1608  USGS QUAD   -  CORINTH (1982)
 EG1608
 EG1608                         *CURRENT SURVEY CONTROL
 EG1608  ___________________________________________________________________
 EG1608* NAD 83(1993)-  34 55 42.73345(N)    088 31 16.99172(W)     ADJUSTED  
 EG1608* NAVD 88     -              **(meters)            **(feet)            
 EG1608  ___________________________________________________________________
 EG1608  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 EG1608  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1608  HORZ ORDER  -  THIRD
 EG1608
 EG1608.The horizontal coordinates were established by classical geodetic methods
 EG1608.and adjusted by the National Geodetic Survey in May 1994.
 EG1608
 EG1608
 EG1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1608
 EG1608.The geoid height was determined by GEOID03.
 EG1608
 EG1608;                    North         East     Units Scale Factor Converg.
 EG1608;SPC MS E     -   601,989.857   328,500.407   MT  0.99996001   +0 10 43.0
 EG1608;SPC MS E     - 1,975,028.39  1,077,755.09   sFT  0.99996001   +0 10 43.0
 EG1608;SPC TN       -    69,007.153   369,636.135   MT  1.00007227   -1 28 34.0
 EG1608;SPC TN       -   226,400.97  1,212,714.55   sFT  1.00007227   -1 28 34.0
 EG1608;UTM  16      - 3,866,174.570   361,044.694   MT  0.99983798   -0 52 16.4
 EG1608
 EG1608                          SUPERSEDED SURVEY CONTROL
 EG1608
 EG1608  NAD 83(1993)-  34 55 42.73771(N)    088 31 16.98896(W) AD(       ) 4
 EG1608  NAD 83(1986)-  34 55 42.74326(N)    088 31 16.98940(W) AD(       ) 4
 EG1608  NAD 27      -  34 55 42.42583(N)    088 31 16.80951(W) AD(       ) 3
 EG1608
 EG1608.Superseded values are not recommended for survey control.
 EG1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1608.See file dsdata.txt to determine how the superseded data were derived.
 EG1608
 EG1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6104566175(NAD 83)
 EG1608_MARKER: 53 = ELEVATED TANK
 EG1608
 EG1608  HISTORY     - Date     Condition        Report By
 EG1608  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1608  HISTORY     - 1978     GOOD             MSHD
 EG1608
 EG1608                          STATION DESCRIPTION
 EG1608
 EG1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1608'THE STATION IS LOCATED AT THE FEDERAL COMPRESS WAREHOUSE ON SOUTH COX
 EG1608'STREET IN CORNITH
 EG1608'AND 0.2 MILE NORTH OF U S HIGHWAY 72.
 EG1608'
 EG1608'THE STATION IS A 4-LEGGED ELEVATED TANK, SILVER IN COLOR AND HAS
 EG1608'FEDERAL COMPRESS
 EG1608'PAINTED ON THE NORTH SIDE.  IT IS OWNED AND OPERATED
 EG1608'BY THE FEDERAL COMPRESS AND
 EG1608'WAREHOUSE COMPANY.  THE OVERALL HEIGHT IS
 EG1608'123 FEET.
 EG1608'
 EG1608'POINT INTERSECTED IS THE BALL ATOP AND CENTER OF THE TANK.
 EG1608
 EG1608                          STATION RECOVERY (1978)
 EG1608
 EG1608'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1608'THE STATION SITE WAS VISITED 5-29-78 AND THE TANK WAS FOUND TO BE
 EG1608'STANDING AND IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION WAS
 EG1608'FOUND TO BE CORRECT.  THE TANK IS LOCATED ABOUT 0.45 MILE SOUTH OF
 EG1608'THE CENTER OF DOWNTOWN CORINTH ON THE EAST SIDE OF A GROUP OF
 EG1608'RED WOODEN WAREHOUSES AND JUST SOUTH OF THE SOUTHWEST CORNER OF
 EG1608'FUZZYS FEED STORE ABOUT 50 YARDS SOUTH OF A T INTERSECTION.
 EG1608'
 EG1608'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND U.S. HIGHWAY 72 AT
 EG1608'THE TRUCK SCALES IN CORINTH GO SOUTHEAST ON U.S. HIGHWAY 72 FOR
 EG1608'0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED STREET
 EG1608'FOR 0.25 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO EAST ON A
 EG1608'PAVED STREET FOR 0.15 MILE TO A T INTERSECTION AND THE TANK ON
 EG1608'THE RIGHT.
 EG1608'
 EG1608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CORINTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1610 ***********************************************************************
 EG1610  DESIGNATION -  CORINTH FIRST BAP CH SPIRE
 EG1610  PID         -  EG1610
 EG1610  STATE/COUNTY-  MS/ALCORN
 EG1610  USGS QUAD   -  CORINTH (1982)
 EG1610
 EG1610                         *CURRENT SURVEY CONTROL
 EG1610  ___________________________________________________________________
 EG1610* NAD 83(1993)-  34 56 23.46087(N)    088 31 07.03579(W)     ADJUSTED  
 EG1610* NAVD 88     -              **(meters)            **(feet)            
 EG1610  ___________________________________________________________________
 EG1610  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 EG1610  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1610  HORZ ORDER  -  THIRD
 EG1610
 EG1610.The horizontal coordinates were established by classical geodetic methods
 EG1610.and adjusted by the National Geodetic Survey in May 1994.
 EG1610
 EG1610
 EG1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1610
 EG1610.The geoid height was determined by GEOID03.
 EG1610
 EG1610;                    North         East     Units Scale Factor Converg.
 EG1610;SPC MS E     -   603,245.668   328,749.128   MT  0.99996018   +0 10 48.9
 EG1610;SPC MS E     - 1,979,148.50  1,078,571.10   sFT  0.99996018   +0 10 48.9
 EG1610;SPC TN       -    70,255.397   369,921.047   MT  1.00006920   -1 28 28.2
 EG1610;SPC TN       -   230,496.25  1,213,649.30   sFT  1.00006920   -1 28 28.2
 EG1610;UTM  16      - 3,867,425.459   361,316.352   MT  0.99983705   -0 52 11.6
 EG1610
 EG1610                          SUPERSEDED SURVEY CONTROL
 EG1610
 EG1610  NAD 83(1993)-  34 56 23.46495(N)    088 31 07.03263(W) AD(       ) 4
 EG1610  NAD 83(1986)-  34 56 23.47057(N)    088 31 07.03345(W) AD(       ) 4
 EG1610  NAD 27      -  34 56 23.15452(N)    088 31 06.85959(W) AD(       ) 3
 EG1610
 EG1610.Superseded values are not recommended for survey control.
 EG1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1610.See file dsdata.txt to determine how the superseded data were derived.
 EG1610
 EG1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6131667425(NAD 83)
 EG1610_MARKER: 90 = CHURCH SPIRE
 EG1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1610+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 EG1610
 EG1610  HISTORY     - Date     Condition        Report By
 EG1610  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1610  HISTORY     - 1978     GOOD             MSHD
 EG1610  HISTORY     - 20080627 GOOD             GEOCAC
 EG1610
 EG1610                          STATION DESCRIPTION
 EG1610
 EG1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1610'THE STATION IS LOCATED ABOUT 100 FEET NORTH OF THE INTERSECTION OF
 EG1610'FILLMORE AND MAIN
 EG1610'STREETS IN CORINTH.
 EG1610'
 EG1610'THE SPIRE IS ON THE SOUTH END OF THE FIRST BAPTIST CHURCH AND IS
 EG1610'PAINTED WHITE WITH
 EG1610'A GREY CROSS ON TOP.  THE OVERALL HEIGHT IS ABOUT
 EG1610'175 FEET.
 EG1610'
 EG1610'POINT INTERSECTED IS THE CROSS ATOP THE SPIRE.
 EG1610
 EG1610                          STATION RECOVERY (1978)
 EG1610
 EG1610'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1610'THE STATION SITE WAS VISITED 5-3-78 AND WAS FOUND TO BE STANDING
 EG1610'AND IN GOOD CONDITION.  THE 1967 LOCAL INFORMATION WAS FOUND TO BE
 EG1610'CORRECT.  THE STATION IS LOCATED 0.3 MILE NORTH OF THE CENTER OF
 EG1610'DOWNTOWN CORINTH AT THE INTERSECTION OF FILLMORE AND MAIN STREET.
 EG1610'
 EG1610'TO REACH THE STATION FROM THE POST OFFICE IN CORINTH GO NORTH ON
 EG1610'FILLMORE STREET (U.S. HIGHWAY 45 BUSINESS) FOR 0.3 MILE TO THE
 EG1610'INTERSECTION OF MAIN STREET AND THE CHURCH STRAIGHT AHEAD.
 EG1610'
 EG1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE NORTH OF
 EG1610'CORINTH.
 EG1610
 EG1610                          STATION RECOVERY (2008)
 EG1610
 EG1610'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EG1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1607 ***********************************************************************
 EG1607  DESIGNATION -  CORINTH INDUSTRIAL PARK TANK
 EG1607  PID         -  EG1607
 EG1607  STATE/COUNTY-  MS/ALCORN
 EG1607  USGS QUAD   -  CORINTH (1982)
 EG1607
 EG1607                         *CURRENT SURVEY CONTROL
 EG1607  ___________________________________________________________________
 EG1607* NAD 83(1993)-  34 54 57.38103(N)    088 31 20.26444(W)     ADJUSTED  
 EG1607* NAVD 88     -              **(meters)            **(feet)            
 EG1607  ___________________________________________________________________
 EG1607  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 EG1607  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1607  HORZ ORDER  -  THIRD
 EG1607
 EG1607.The horizontal coordinates were established by classical geodetic methods
 EG1607.and adjusted by the National Geodetic Survey in May 1994.
 EG1607
 EG1607
 EG1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1607
 EG1607.The geoid height was determined by GEOID03.
 EG1607
 EG1607;                    North         East     Units Scale Factor Converg.
 EG1607;SPC MS E     -   600,592.061   328,421.693   MT  0.99995995   +0 10 40.9
 EG1607;SPC MS E     - 1,970,442.45  1,077,496.84   sFT  0.99995995   +0 10 40.9
 EG1607;SPC TN       -    67,612.054   369,517.077   MT  1.00007573   -1 28 35.9
 EG1607;SPC TN       -   221,823.88  1,212,323.94   sFT  1.00007573   -1 28 35.9
 EG1607;UTM  16      - 3,864,778.621   360,940.399   MT  0.99983833   -0 52 17.3
 EG1607
 EG1607                          SUPERSEDED SURVEY CONTROL
 EG1607
 EG1607  NAD 83(1993)-  34 54 57.38547(N)    088 31 20.26151(W) AD(       ) 4
 EG1607  NAD 83(1986)-  34 54 57.39089(N)    088 31 20.26212(W) AD(       ) 4
 EG1607  NAD 27      -  34 54 57.07094(N)    088 31 20.08867(W) AD(       ) 3
 EG1607
 EG1607.Superseded values are not recommended for survey control.
 EG1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1607.See file dsdata.txt to determine how the superseded data were derived.
 EG1607
 EG1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6094064779(NAD 83)
 EG1607_MARKER: 53 = ELEVATED TANK
 EG1607
 EG1607  HISTORY     - Date     Condition        Report By
 EG1607  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1607
 EG1607                          STATION DESCRIPTION
 EG1607
 EG1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1607'THE STATION IS LOCATED AT THE CORINTH INDUSTRIAL PARK IN THE
 EG1607'SOUTHEAST EDGE OF
 EG1607'CORINTH AND ABOUT 250 FEET EAST OF FULTON DRIVE.
 EG1607'
 EG1607'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND FULTON DRIVE, GO
 EG1607'SOUTH ON FULTON
 EG1607'DRIVE FOR 0.75 MILE TO THE STATION ON THE LEFT.
 EG1607'
 EG1607'THE STATION IS A 6-LEGGED ELEVATED TANK, GREEN IN COLOR AND HAS
 EG1607'CORINTH MISS
 EG1607'INDUSTRIAL PARK PAINTED ON THE WEST SIDE.  IT IS OWNED
 EG1607'AND OPERATED BY THE CITY.  THE
 EG1607'OVERALL HEIGHT IS 124 FEET.
 EG1607'
 EG1607'POINT INTERSECTED IS THE BALL ATOP AND CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1603 ***********************************************************************
 EG1603  DESIGNATION -  CORINTH ITT CO TANK
 EG1603  PID         -  EG1603
 EG1603  STATE/COUNTY-  MS/ALCORN
 EG1603  USGS QUAD   -  CORINTH (1982)
 EG1603
 EG1603                         *CURRENT SURVEY CONTROL
 EG1603  ___________________________________________________________________
 EG1603* NAD 83(1993)-  34 54 55.18279(N)    088 31 21.43120(W)     ADJUSTED  
 EG1603* NAVD 88     -              **(meters)            **(feet)            
 EG1603  ___________________________________________________________________
 EG1603  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 EG1603  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1603  HORZ ORDER  -  THIRD
 EG1603
 EG1603.The horizontal coordinates were established by classical geodetic methods
 EG1603.and adjusted by the National Geodetic Survey in May 1994.
 EG1603
 EG1603
 EG1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1603
 EG1603.The geoid height was determined by GEOID03.
 EG1603
 EG1603;                    North         East     Units Scale Factor Converg.
 EG1603;SPC MS E     -   600,524.231   328,392.288   MT  0.99995993   +0 10 40.2
 EG1603;SPC MS E     - 1,970,219.91  1,077,400.36   sFT  0.99995993   +0 10 40.2
 EG1603;SPC TN       -    67,545.093   369,485.722   MT  1.00007590   -1 28 36.6
 EG1603;SPC TN       -   221,604.19  1,212,221.07   sFT  1.00007590   -1 28 36.6
 EG1603;UTM  16      - 3,864,711.348   360,909.760   MT  0.99983844   -0 52 17.9
 EG1603
 EG1603                          SUPERSEDED SURVEY CONTROL
 EG1603
 EG1603  NAD 83(1993)-  34 54 55.18725(N)    088 31 21.42827(W) AD(       ) 4
 EG1603  NAD 83(1986)-  34 54 55.19266(N)    088 31 21.42886(W) AD(       ) 4
 EG1603  NAD 27      -  34 54 54.87257(N)    088 31 21.25546(W) AD(       ) 3
 EG1603
 EG1603.Superseded values are not recommended for survey control.
 EG1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1603.See file dsdata.txt to determine how the superseded data were derived.
 EG1603
 EG1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6091064711(NAD 83)
 EG1603_MARKER: 53 = ELEVATED TANK
 EG1603
 EG1603  HISTORY     - Date     Condition        Report By
 EG1603  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1603
 EG1603                          STATION DESCRIPTION
 EG1603
 EG1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1603'THE STATION IS LOCATED AT THE CORNITH INDUSTRIAL PARK IN THE
 EG1603'SOUTHEAST EDGE OF
 EG1603'CORINTH AND ABOUT 200 FEET EAST OF FULTON DRIVE.
 EG1603'
 EG1603'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND FULTON DRIVE, GO
 EG1603'SOUTH ON FULTON
 EG1603'DRIVE FOR 0.75 MILE TO THE STATION ON THE LEFT.
 EG1603'
 EG1603'THE STATION IS A 4-LEGGED ELEVATED TANK, SILVER IN COLOR AND HAS ITT
 EG1603'PAINTED ON THE
 EG1603'WEST SIDE.  IT IS OWNED AND OPERATED BY THE KELLOGG
 EG1603'DIVISION OF THE INTERNATION
 EG1603'TELEPHONE TELEGRAPH TELECOMMUMICATIONS
 EG1603'CO.  THE OVERALL HEIGHT IS 115 FEET.
 EG1603'
 EG1603'POINT INTERSECTED IS THE BALL ATOP AND CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1599 ***********************************************************************
 EG1599  DESIGNATION -  CORINTH MUNICIPAL TANK
 EG1599  PID         -  EG1599
 EG1599  STATE/COUNTY-  MS/ALCORN
 EG1599  USGS QUAD   -  CORINTH (1982)
 EG1599
 EG1599                         *CURRENT SURVEY CONTROL
 EG1599  ___________________________________________________________________
 EG1599* NAD 83(1993)-  34 56 25.21336(N)    088 30 41.97414(W)     ADJUSTED  
 EG1599* NAVD 88     -              **(meters)            **(feet)            
 EG1599  ___________________________________________________________________
 EG1599  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EG1599  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1599  HORZ ORDER  -  THIRD
 EG1599
 EG1599.The horizontal coordinates were established by classical geodetic methods
 EG1599.and adjusted by the National Geodetic Survey in May 1994.
 EG1599
 EG1599
 EG1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1599
 EG1599.The geoid height was determined by GEOID03.
 EG1599
 EG1599;                    North         East     Units Scale Factor Converg.
 EG1599;SPC MS E     -   603,301.694   329,384.900   MT  0.99996064   +0 11 03.2
 EG1599;SPC MS E     - 1,979,332.31  1,080,656.96   sFT  0.99996064   +0 11 03.2
 EG1599;SPC TN       -    70,293.045   370,558.241   MT  1.00006907   -1 28 13.5
 EG1599;SPC TN       -   230,619.77  1,215,739.83   sFT  1.00006907   -1 28 13.5
 EG1599;UTM  16      - 3,867,469.818   361,952.964   MT  0.99983487   -0 51 57.2
 EG1599
 EG1599                          SUPERSEDED SURVEY CONTROL
 EG1599
 EG1599  NAD 83(1993)-  34 56 25.21740(N)    088 30 41.97087(W) AD(       ) 4
 EG1599  NAD 83(1986)-  34 56 25.22304(N)    088 30 41.97182(W) AD(       ) 4
 EG1599  NAD 27      -  34 56 24.90704(N)    088 30 41.79921(W) AD(       ) 3
 EG1599
 EG1599.Superseded values are not recommended for survey control.
 EG1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1599.See file dsdata.txt to determine how the superseded data were derived.
 EG1599
 EG1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6195367470(NAD 83)
 EG1599_MARKER: 53 = ELEVATED TANK
 EG1599
 EG1599  HISTORY     - Date     Condition        Report By
 EG1599  HISTORY     - 1966     FIRST OBSERVED   CGS
 EG1599  HISTORY     - 1978     GOOD             MSHD
 EG1599
 EG1599                          STATION DESCRIPTION
 EG1599
 EG1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1599'STATION IS LOCATED ABOUT 0.75 MILE NORTH EAST OF BUSINESS SECTION OF
 EG1599'CORINTH, ON THE
 EG1599'SOUTH END OF CORINTH HIGH SCHOOL GROUNDS AND ON WEST
 EG1599'SIDE OF INTERSECTION OF BUCHANAN
 EG1599'STREET AND SECOND STREET.
 EG1599'
 EG1599'STATION IS A 500,000 GALLON METAL FLAT OVAL SHAPED WATER TANK PAINTED
 EG1599'PASTEL GREEN, IS
 EG1599'SUPPORTED BY 6 LEGS AND IS 134 FEET HIGH.
 EG1599'
 EG1599'POINT INTERSECTED WAS TOP AND CENTER.
 EG1599
 EG1599                          STATION RECOVERY (1978)
 EG1599
 EG1599'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1599'THE STATION SITE WAS VISITED 5-3-78 AND THE TANK WAS FOUND TO BE
 EG1599'STANDING AND IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION WAS
 EG1599'FOUND TO BE CORRECT.
 EG1599'
 EG1599'THE TANK IS LOCATED ABOUT 0.6 MILE NORTHEAST OF THE CENTER OF
 EG1599'DOWNTOWN CORINTH JUST WEST OF THE JUNCTION OF BUCHANAN AND SECOND
 EG1599'STREET ON THE SOUTH SIDE OF A CHAIN LINK FENCE AROUND THE CORINTH
 EG1599'HIGH SCHOOL FOOTBALL FIELD IN THE NORTHEAST 1/4 OF SECTION 1, T
 EG1599'2S, R 7E.
 EG1599'
 EG1599'TO REACH FROM THE U.S. POST OFFICE IN CORINTH GO NORTHEAST ON
 EG1599'FILMORE STREET (U.S. HIGHWAY 45 BUSINESS) FOR 0.15 MILE TO A SIDE
 EG1599'STREET RIGHT.  TURN RIGHT AND GO SOUTHEAST ON GLOSTER STREET FOR
 EG1599'0.35 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON DOUGLAS
 EG1599'STREET FOR 0.15 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO
 EG1599'EAST ON LINDEN STREET FOR 0.2 MILE TO A FORK JUST BEYOND A
 EG1599'RAILROAD OVERPASS.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 EG1599'BUCHANAN STREET FOR 0.1 MILE TO THE TANK ON THE LEFT.
 EG1599'
 EG1599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE NORTHEAST
 EG1599'OF CORINTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1602 ***********************************************************************
 EG1602  DESIGNATION -  CORINTH RAD STA WCMA MAST
 EG1602  PID         -  EG1602
 EG1602  STATE/COUNTY-  MS/ALCORN
 EG1602  USGS QUAD   -  CORINTH (1982)
 EG1602
 EG1602                         *CURRENT SURVEY CONTROL
 EG1602  ___________________________________________________________________
 EG1602* NAD 83(1993)-  34 55 06.22472(N)    088 30 42.22457(W)     ADJUSTED  
 EG1602* NAVD 88     -              **(meters)            **(feet)            
 EG1602  ___________________________________________________________________
 EG1602  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 EG1602  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1602  HORZ ORDER  -  THIRD
 EG1602
 EG1602.The horizontal coordinates were established by classical geodetic methods
 EG1602.and adjusted by the National Geodetic Survey in May 1994.
 EG1602
 EG1602
 EG1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1602
 EG1602.The geoid height was determined by GEOID03.
 EG1602
 EG1602;                    North         East     Units Scale Factor Converg.
 EG1602;SPC MS E     -   600,867.631   329,386.368   MT  0.99996064   +0 11 02.7
 EG1602;SPC MS E     - 1,971,346.55  1,080,661.78   sFT  0.99996064   +0 11 02.7
 EG1602;SPC TN       -    67,859.683   370,489.419   MT  1.00007505   -1 28 13.7
 EG1602;SPC TN       -   222,636.31  1,215,514.04   sFT  1.00007505   -1 28 13.7
 EG1602;UTM  16      - 3,865,036.443   361,909.840   MT  0.99983502   -0 51 55.7
 EG1602
 EG1602                          SUPERSEDED SURVEY CONTROL
 EG1602
 EG1602  NAD 83(1993)-  34 55 06.22895(N)    088 30 42.22144(W) AD(       ) 4
 EG1602  NAD 83(1986)-  34 55 06.23451(N)    088 30 42.22220(W) AD(       ) 4
 EG1602  NAD 27      -  34 55 05.91548(N)    088 30 42.05014(W) AD(       ) 3
 EG1602
 EG1602.Superseded values are not recommended for survey control.
 EG1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1602.See file dsdata.txt to determine how the superseded data were derived.
 EG1602
 EG1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6191065036(NAD 83)
 EG1602_MARKER: 42 = RADIO/TV MAST
 EG1602
 EG1602  HISTORY     - Date     Condition        Report By
 EG1602  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1602
 EG1602                          STATION DESCRIPTION
 EG1602
 EG1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1602'STATION IS LOCATED AT THE EAST EDGE OF CORINTH.
 EG1602'
 EG1602'TO REACH THE STATION FROM THE EAST JUNCTION OF U S HIGHWAYS 45 AND 72
 EG1602'IN CORINTH, GO
 EG1602'EAST ON U S HIGHWAY 72 FOR 0.2 MILE TO THE STATION ON
 EG1602'THE RIGHT.
 EG1602'
 EG1602'STATION IS A TALL SLENDER MAST PAINTED ORANGE AND WHITE IN ALTERNATE
 EG1602'SECTIONS.  IT IS
 EG1602'OWNED AND OPERATED BY THE CORINTH BROADCASTING CO
 EG1602'INC.  THE OVERALL HEIGHT IS 183
 EG1602'FEET.
 EG1602'
 EG1602'POINT INTERSECTED WAS THE LIGHT ATOP THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1606 ***********************************************************************
 EG1606  DESIGNATION -  CORINTH RADIO MAST KKP 440
 EG1606  PID         -  EG1606
 EG1606  STATE/COUNTY-  MS/ALCORN
 EG1606  USGS QUAD   -  CORINTH (1982)
 EG1606
 EG1606                         *CURRENT SURVEY CONTROL
 EG1606  ___________________________________________________________________
 EG1606* NAD 83(1993)-  34 55 31.10607(N)    088 31 37.60769(W)     ADJUSTED  
 EG1606* NAVD 88     -              **(meters)            **(feet)            
 EG1606  ___________________________________________________________________
 EG1606  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 EG1606  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG1606  HORZ ORDER  -  THIRD
 EG1606
 EG1606.The horizontal coordinates were established by classical geodetic methods
 EG1606.and adjusted by the National Geodetic Survey in May 1994.
 EG1606
 EG1606
 EG1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1606
 EG1606.The geoid height was determined by GEOID03.
 EG1606
 EG1606;                    North         East     Units Scale Factor Converg.
 EG1606;SPC MS E     -   601,629.942   327,978.297   MT  0.99995964   +0 10 31.1
 EG1606;SPC MS E     - 1,973,847.57  1,076,042.13   sFT  0.99995964   +0 10 31.1
 EG1606;SPC TN       -    68,662.427   369,103.789   MT  1.00007315   -1 28 46.1
 EG1606;SPC TN       -   225,269.98  1,210,968.01   sFT  1.00007315   -1 28 46.1
 EG1606;UTM  16      - 3,865,824.324   360,516.141   MT  0.99983979   -0 52 27.9
 EG1606
 EG1606                          SUPERSEDED SURVEY CONTROL
 EG1606
 EG1606  NAD 83(1993)-  34 55 31.11050(N)    088 31 37.60460(W) AD(       ) 4
 EG1606  NAD 83(1986)-  34 55 31.11592(N)    088 31 37.60529(W) AD(       ) 4
 EG1606  NAD 27      -  34 55 30.79705(N)    088 31 37.43058(W) AD(       ) 3
 EG1606
 EG1606.Superseded values are not recommended for survey control.
 EG1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1606.See file dsdata.txt to determine how the superseded data were derived.
 EG1606
 EG1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6051665824(NAD 83)
 EG1606_MARKER: 42 = RADIO/TV MAST
 EG1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1606+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 EG1606
 EG1606  HISTORY     - Date     Condition        Report By
 EG1606  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1606  HISTORY     - 20080627 GOOD             GEOCAC
 EG1606
 EG1606                          STATION DESCRIPTION
 EG1606
 EG1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1606'STATION IS LOCATED ABOUT 0.2 MILE SOUTHEAST OF THE WEST JUNCTION OF U
 EG1606'S HIGHWAYS 45 AND
 EG1606'72 AT THE SOUTH EDGE OF CORINTH.
 EG1606'
 EG1606'STATION IS A TALL SLENDER 3 LEGGED MAST PAINTED ORANGE AND WHITE IN
 EG1606'ALTERNATE
 EG1606'SECTIONS.  IT IS OWNED AND OPERATED BY THE WORSHAM BROTHERS
 EG1606'CONTRACTORS.  THE OVERALL
 EG1606'HEIGHT IS 320 FEET.
 EG1606'
 EG1606'POINT INTERSECTED WAS THE LIGHT ATOP THE CENTER.
 EG1606
 EG1606                          STATION RECOVERY (2008)
 EG1606
 EG1606'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EG1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0888 ***********************************************************************
 EG0888  DESIGNATION -  CORINTH RESET
 EG0888  PID         -  EG0888
 EG0888  STATE/COUNTY-  MS/ALCORN
 EG0888  USGS QUAD   -  CORINTH (1982)
 EG0888
 EG0888                         *CURRENT SURVEY CONTROL
 EG0888  ___________________________________________________________________
 EG0888* NAD 83(1986)-  34 56 48.     (N)    088 30 52.     (W)     SCALED    
 EG0888* NAVD 88     -       152.76   (meters)     501.2    (feet)  RESET     
 EG0888  ___________________________________________________________________
 EG0888  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0888  VERT ORDER  -  THIRD
 EG0888
 EG0888.The horizontal coordinates were scaled from a topographic map and have
 EG0888.an estimated accuracy of +/- 6 seconds.
 EG0888
 EG0888.The orthometric height was computed from unverified reset data.
 EG0888
 EG0888.The geoid height was determined by GEOID03.
 EG0888
 EG0888;                    North         East    Units  Estimated Accuracy
 EG0888;SPC MS E     -   604,000.      329,130.      MT  (+/- 180 meters Scaled)
 EG0888
 EG0888                          SUPERSEDED SURVEY CONTROL
 EG0888
 EG0888.No superseded survey control is available for this station.
 EG0888
 EG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD617681(NAD 83)
 EG0888_MARKER: DS = TRIANGULATION STATION DISK
 EG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0888_STAMPING: CORINTH 1934 1971
 EG0888_MARK LOGO: NGS   
 EG0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0888+STABILITY: SURFACE MOTION
 EG0888
 EG0888  HISTORY     - Date     Condition        Report By
 EG0888  HISTORY     - 1971     MONUMENTED       NGS
 EG0888  HISTORY     - 1982     GOOD             NGS
 EG0888
 EG0888                          STATION DESCRIPTION
 EG0888
 EG0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0888'IN CORINTH.
 EG0888'THIS MARK IS AT THE CORINTH 1934 1971 TRIANGULATION STATION SITE.  TO
 EG0888'REACH THE MARK FROM THE POST OFFICE IN CORINTH, GO NORTH ON U. S.
 EG0888'HIGHWAY 45 FOR 0.8 OF A MILE TO SHILOH ROAD, TURN RIGHT, EAST, ON
 EG0888'SHILOH ROAD FOR 0.35 OF A MILE TO MADISON STREET, TURN LEFT, NORTH, ON
 EG0888'MADISON STREET FOR 0.1 OF A MILE TO THE MARK ON THE LEFT IN THE
 EG0888'SOUTHWEST ANGLE AS DESCRIBED.  THE MARK IS 131 FEET SOUTH-SOUTHWEST OF
 EG0888'THE APPROXIMATE CENTER OF THE INTERSECTION OF MADISON STREET AND NINTH
 EG0888'STREET, 127.67 FEET SOUTHWEST OF CORINTH R.M. 1, 74.88 FEET
 EG0888'WEST-SOUTHWEST OF CORINTH R.M. 2, 64 FEET WEST AND ACROSS THE STREET
 EG0888'FROM A UTILITY AND TRANSFORMER POLE, 54 FEET SOUTHEAST OF THE
 EG0888'SOUTHEAST CORNER OF A FRAME HOUSE, 53 FEET SOUTHWEST OF CONCRETE STEPS
 EG0888'LEADING TO THE HOUSE FROM MADISON STREET, 49 FEET WEST OF THE
 EG0888'APPROXIMATE CENTER OF MADISON STREET, 49 FEET SOUTH-SOUTHEAST OF A
 EG0888'30-INCH MAPLE TREE, 19 FEET WEST OF AN 18-INCH BLACK OAK TREE, AND 1.0
 EG0888'FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 EG0888'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH, ROUND,
 EG0888'CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 EG0888'CORINTH 1934 1971.
 EG0888
 EG0888                          STATION RECOVERY (1982)
 EG0888
 EG0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0888'RECOVERED THIS DATE, DESCRIPTION IS ADEQUATE, NOT LEVELED TO THIS
 EG0888'SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0889 ***********************************************************************
 EG0889  DESIGNATION -  CORINTH RM 1
 EG0889  PID         -  EG0889
 EG0889  STATE/COUNTY-  MS/ALCORN
 EG0889  USGS QUAD   -  CORINTH (1982)
 EG0889
 EG0889                         *CURRENT SURVEY CONTROL
 EG0889  ___________________________________________________________________
 EG0889* NAD 83(1986)-  34 56 48.     (N)    088 30 52.     (W)     SCALED    
 EG0889* NAVD 88     -       152.167  (meters)     499.23   (feet)  ADJUSTED  
 EG0889  ___________________________________________________________________
 EG0889  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0889  DYNAMIC HT  -         152.022 (meters)     498.76  (feet)  COMP
 EG0889  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EG0889
 EG0889  VERT ORDER  -  FIRST     CLASS II
 EG0889
 EG0889.The horizontal coordinates were scaled from a topographic map and have
 EG0889.an estimated accuracy of +/- 6 seconds.
 EG0889
 EG0889.The orthometric height was determined by differential leveling
 EG0889.and adjusted in June 1991.
 EG0889
 EG0889.The geoid height was determined by GEOID03.
 EG0889
 EG0889.The dynamic height is computed by dividing the NAVD 88
 EG0889.geopotential number by the normal gravity value computed on the
 EG0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0889.degrees latitude (g = 980.6199 gals.).
 EG0889
 EG0889.The modeled gravity was interpolated from observed gravity values.
 EG0889
 EG0889;                    North         East    Units  Estimated Accuracy
 EG0889;SPC MS E     -   604,000.      329,130.      MT  (+/- 180 meters Scaled)
 EG0889
 EG0889                          SUPERSEDED SURVEY CONTROL
 EG0889
 EG0889  NGVD 29 (??/??/92)  152.173  (m)          499.25   (f) ADJ UNCH    1 2
 EG0889
 EG0889.Superseded values are not recommended for survey control.
 EG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0889.See file dsdata.txt to determine how the superseded data were derived.
 EG0889
 EG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD617681(NAD 83)
 EG0889_MARKER: DR = REFERENCE MARK DISK
 EG0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0889_STAMPING: CORINTH NO 1 1934
 EG0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0889+STABILITY: SURFACE MOTION
 EG0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0889+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 EG0889
 EG0889  HISTORY     - Date     Condition        Report By
 EG0889  HISTORY     - 1934     MONUMENTED       CGS
 EG0889  HISTORY     - 1971     GOOD             MSHD
 EG0889  HISTORY     - 1978     GOOD             MSHD
 EG0889  HISTORY     - 19811001 GOOD             MSSU
 EG0889  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0889  HISTORY     - 20020410 GOOD             USACE
 EG0889
 EG0889                          STATION DESCRIPTION
 EG0889
 EG0889'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 EG0889'IN CORINTH.
 EG0889'THE MARK IS LOCATED AT THE CORINTH 1934 1971 TRIANGULATION STATION
 EG0889'SITE, 127.67 FEET NORTHEAST OF CORINTH 1934 1971, 119.52 FEET NORTH OF
 EG0889'CORINTH R.M. 2, 50 FEET SOUTH-SOUTHEAST AND ACROSS THE STREET FROM A
 EG0889'FIRE HYDRANT, 48 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 EG0889'INTERSECTION OF MADISON STREET AND NINTH STREET, 39 FEET
 EG0889'WEST-SOUTHWEST OF A 24-INCH BLACK OAK TREE, 38 FEET EAST OF THE
 EG0889'APPROXIMATE CENTER OF MADISON STREET, 32.5 FEET NORTHWEST OF THE
 EG0889'NORTHWEST CORNER OF A HOUSE, AND 30 FEET SOUTH OF THE APPROXIMATE
 EG0889'CENTER OF NINTH STREET.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 EG0889'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 13 INCHES
 EG0889'AND THE DISK IS STAMPED CORINTH NO 1 1934.
 EG0889
 EG0889                          STATION RECOVERY (1978)
 EG0889
 EG0889'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0889'RECOVERED IN GOOD CONDITION.
 EG0889
 EG0889                          STATION RECOVERY (1981)
 EG0889
 EG0889'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0889'RECOVERED IN GOOD CONDITION.
 EG0889
 EG0889                          STATION RECOVERY (1982)
 EG0889
 EG0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0889'NOT RECOVERED, APPEARS TO HAVE BEEN LANDSCAPED OUT.
 EG0889
 EG0889                          STATION RECOVERY (2002)
 EG0889
 EG0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0890 ***********************************************************************
 EG0890  DESIGNATION -  CORINTH RM 2
 EG0890  PID         -  EG0890
 EG0890  STATE/COUNTY-  MS/ALCORN
 EG0890  USGS QUAD   -  CORINTH (1982)
 EG0890
 EG0890                         *CURRENT SURVEY CONTROL
 EG0890  ___________________________________________________________________
 EG0890* NAD 83(1986)-  34 56 44.     (N)    088 30 54.     (W)     SCALED    
 EG0890* NAVD 88     -       152.098  (meters)     499.01   (feet)  ADJUSTED  
 EG0890  ___________________________________________________________________
 EG0890  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0890  DYNAMIC HT  -         151.954 (meters)     498.54  (feet)  COMP
 EG0890  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EG0890
 EG0890  VERT ORDER  -  FIRST     CLASS II
 EG0890
 EG0890.The horizontal coordinates were scaled from a topographic map and have
 EG0890.an estimated accuracy of +/- 6 seconds.
 EG0890
 EG0890.The orthometric height was determined by differential leveling
 EG0890.and adjusted in June 1991.
 EG0890
 EG0890.The geoid height was determined by GEOID03.
 EG0890
 EG0890.The dynamic height is computed by dividing the NAVD 88
 EG0890.geopotential number by the normal gravity value computed on the
 EG0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0890.degrees latitude (g = 980.6199 gals.).
 EG0890
 EG0890.The modeled gravity was interpolated from observed gravity values.
 EG0890
 EG0890;                    North         East    Units  Estimated Accuracy
 EG0890;SPC MS E     -   603,880.      329,080.      MT  (+/- 180 meters Scaled)
 EG0890
 EG0890                          SUPERSEDED SURVEY CONTROL
 EG0890
 EG0890  NGVD 29 (??/??/92)  152.104  (m)          499.03   (f) ADJ UNCH    1 2
 EG0890
 EG0890.Superseded values are not recommended for survey control.
 EG0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0890.See file dsdata.txt to determine how the superseded data were derived.
 EG0890
 EG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD616680(NAD 83)
 EG0890_MARKER: DR = REFERENCE MARK DISK
 EG0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0890_STAMPING: CORINTH NO 2 1934
 EG0890_MARK LOGO: CGS   
 EG0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0890+STABILITY: SURFACE MOTION
 EG0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0890+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 EG0890
 EG0890  HISTORY     - Date     Condition        Report By
 EG0890  HISTORY     - 1934     MONUMENTED       CGS
 EG0890  HISTORY     - 1971     GOOD             MSHD
 EG0890  HISTORY     - 1978     GOOD             MSHD
 EG0890  HISTORY     - 19811001 GOOD             MSSU
 EG0890  HISTORY     - 1982     GOOD             NGS
 EG0890  HISTORY     - 20020410 GOOD             USACE
 EG0890
 EG0890                          STATION DESCRIPTION
 EG0890
 EG0890'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 EG0890'IN CORINTH.
 EG0890'THE MARK IS LOCATED AT THE CORINTH 1934 1971 TRIANGULATION STATION
 EG0890'SITE, 148 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 EG0890'INTERSECTION OF MADISON STREET AND NINTH STREET, 119.52 FEET SOUTH OF
 EG0890'CORINTH R.M. 1, 74.88 FEET EAST-SOUTHEAST OF CORINTH 1934 1971, 39.5
 EG0890'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 26 FEET SOUTH OF A
 EG0890'16-INCH LIVE OAK TREE, 23 FEET EAST OF THE APPROXIMATE CENTER OF
 EG0890'MADISON STREET, 18 FEET SOUTH-SOUTHEAST OF A UTILITY AND TRANSFORMER
 EG0890'POLE, AND 8 FEET NORTH OF A 12-INCH LIVE OAK TREE.  IT IS A STANDARD
 EG0890'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 EG0890'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED CORINTH NO 2
 EG0890'1934.
 EG0890
 EG0890                          STATION RECOVERY (1978)
 EG0890
 EG0890'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0890'RECOVERED IN GOOD CONDITION.
 EG0890
 EG0890                          STATION RECOVERY (1981)
 EG0890
 EG0890'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0890'RECOVERED IN GOOD CONDITION.
 EG0890
 EG0890                          STATION RECOVERY (1982)
 EG0890
 EG0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0890'RECOVERED THIS DATE, DESCRIPTION IS ADEQUATE, NOT LEVELED TO THIS
 EG0890'SURVEY.
 EG0890
 EG0890                          STATION RECOVERY (2002)
 EG0890
 EG0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1600 ***********************************************************************
 EG1600  DESIGNATION -  CORINTH STURGIS NEWPORT TANK
 EG1600  PID         -  EG1600
 EG1600  STATE/COUNTY-  MS/ALCORN
 EG1600  USGS QUAD   -  CORINTH (1982)
 EG1600
 EG1600                         *CURRENT SURVEY CONTROL
 EG1600  ___________________________________________________________________
 EG1600* NAD 83(1993)-  34 55 46.61660(N)    088 30 25.84720(W)     ADJUSTED  
 EG1600* NAVD 88     -              **(meters)            **(feet)            
 EG1600  ___________________________________________________________________
 EG1600  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 EG1600  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1600  HORZ ORDER  -  THIRD
 EG1600
 EG1600.The horizontal coordinates were established by classical geodetic methods
 EG1600.and adjusted by the National Geodetic Survey in May 1994.
 EG1600
 EG1600
 EG1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1600
 EG1600.The geoid height was determined by GEOID03.
 EG1600
 EG1600;                    North         East     Units Scale Factor Converg.
 EG1600;SPC MS E     -   602,113.655   329,798.000   MT  0.99996094   +0 11 12.3
 EG1600;SPC MS E     - 1,975,434.55  1,082,012.27   sFT  0.99996094   +0 11 12.3
 EG1600;SPC TN       -    69,093.441   370,936.906   MT  1.00007197   -1 28 04.1
 EG1600;SPC TN       -   226,684.06  1,216,982.17   sFT  1.00007197   -1 28 04.1
 EG1600;UTM  16      - 3,866,274.560   362,344.175   MT  0.99983354   -0 51 47.2
 EG1600
 EG1600                          SUPERSEDED SURVEY CONTROL
 EG1600
 EG1600  NAD 83(1993)-  34 55 46.62066(N)    088 30 25.84447(W) AD(       ) 4
 EG1600  NAD 83(1986)-  34 55 46.62633(N)    088 30 25.84494(W) AD(       ) 4
 EG1600  NAD 27      -  34 55 46.30927(N)    088 30 25.67073(W) AD(       ) 3
 EG1600
 EG1600.Superseded values are not recommended for survey control.
 EG1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1600.See file dsdata.txt to determine how the superseded data were derived.
 EG1600
 EG1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6234466275(NAD 83)
 EG1600_MARKER: 53 = ELEVATED TANK
 EG1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1600+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 EG1600
 EG1600  HISTORY     - Date     Condition        Report By
 EG1600  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1600  HISTORY     - 20080627 GOOD             GEOCAC
 EG1600
 EG1600                          STATION DESCRIPTION
 EG1600
 EG1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1600'STATION IS LOCATED AT 1539 PATE STREET IN CORINTH.
 EG1600'
 EG1600'STATION IS A 4 LEGGED ELEVATED TANK PAINTED SILVER WITH STURGIS
 EG1600'NEWPORT BUSINESS
 EG1600'FORMS, INC ON THE SOUTH SIDE.  IT IS OWNED BY THE
 EG1600'CORINTH DIV OF STURGIS NEWPORT
 EG1600'BUSINESS FORMS INC.  THE OVERALL
 EG1600'HEIGHT IS ABOUT 120 FEET.
 EG1600'
 EG1600'POINT INTERSECTED WAS THE BALL ATOP THE CENTER.
 EG1600
 EG1600                          STATION RECOVERY (2008)
 EG1600
 EG1600'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EG1600'TANK IS NOT IN USE AND FAIRLY RUSTED WITH VINES HALFWAY TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1605 ***********************************************************************
 EG1605  DESIGNATION -  CORINTH VIDEO TV MAST
 EG1605  PID         -  EG1605
 EG1605  STATE/COUNTY-  MS/ALCORN
 EG1605  USGS QUAD   -  CORINTH (1982)
 EG1605
 EG1605                         *CURRENT SURVEY CONTROL
 EG1605  ___________________________________________________________________
 EG1605* NAD 83(1993)-  34 57 00.56735(N)    088 31 49.27055(W)     ADJUSTED  
 EG1605* NAVD 88     -              **(meters)            **(feet)            
 EG1605  ___________________________________________________________________
 EG1605  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 EG1605  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1605  HORZ ORDER  -  THIRD
 EG1605
 EG1605.The horizontal coordinates were established by classical geodetic methods
 EG1605.and adjusted by the National Geodetic Survey in May 1994.
 EG1605
 EG1605
 EG1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1605
 EG1605.The geoid height was determined by GEOID03.
 EG1605
 EG1605;                    North         East     Units Scale Factor Converg.
 EG1605;SPC MS E     -   604,385.801   327,673.948   MT  0.99995944   +0 10 24.8
 EG1605;SPC MS E     - 1,982,889.08  1,075,043.61   sFT  0.99995944   +0 10 24.8
 EG1605;SPC TN       -    71,426.230   368,879.128   MT  1.00006643   -1 28 52.9
 EG1605;SPC TN       -   234,337.56  1,210,230.94   sFT  1.00006643   -1 28 52.9
 EG1605;UTM  16      - 3,868,584.968   360,262.378   MT  0.99984066   -0 52 36.6
 EG1605
 EG1605                          SUPERSEDED SURVEY CONTROL
 EG1605
 EG1605  NAD 83(1993)-  34 57 00.57134(N)    088 31 49.26707(W) AD(       ) 4
 EG1605  NAD 83(1986)-  34 57 00.57701(N)    088 31 49.26804(W) AD(       ) 4
 EG1605  NAD 27      -  34 57 00.26335(N)    088 31 49.09390(W) AD(       ) 3
 EG1605
 EG1605.Superseded values are not recommended for survey control.
 EG1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1605.See file dsdata.txt to determine how the superseded data were derived.
 EG1605
 EG1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6026268585(NAD 83)
 EG1605_MARKER: 42 = RADIO/TV MAST
 EG1605
 EG1605  HISTORY     - Date     Condition        Report By
 EG1605  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1605
 EG1605                          STATION DESCRIPTION
 EG1605
 EG1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1605'STATION IS LOCATED JUST OUTSIDE THE CORPORATION LIMITS OF CORINTH,
 EG1605'ABOUT 1 MILE WEST
 EG1605'OF STATE HIGHWAY 45, ON THE HIGHEST POINT OF A HILL
 EG1605'WHICH IS ABOUT 0.2 MILE WEST OF THE
 EG1605'CITY DUMP.
 EG1605'
 EG1605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 AND SHILOH
 EG1605'ROAD AT THE NORTH
 EG1605'EDGE OF CORINTH, TURN LEFT AND GO WEST ON 10 TH
 EG1605'STREET FOR 0.6 MILE TO A SIDE ROAD
 EG1605'RIGHT JUST AFTER CROSSING THE G M
 EG1605'AND O RAILROAD.  TURN RIGHT AND GO NORTH ON A
 EG1605'GRAVELED ROAD FOR 0.2
 EG1605'MILE TO A SIDE ROAD LEFT AND CITY DUMP ON THE RIGHT.  TURN LEFT
 EG1605'AND GO WEST ON A
 EG1605'GRAVELED ROAD FOR 0.2 MILE TO THE STATION.
 EG1605'
 EG1605'STATION IS A TALL SLENDER 3 LEGGED GUYED MAST PAINTED ORANGE AND
 EG1605'WHITE IN ALTERNATE
 EG1605'SECTIONS.  IT IS OWNED AND OPERATED BY THE CORINTH
 EG1605'VIDEO CO.  THE OVERALL HEIGHT IS 350
 EG1605'FEET.
 EG1605'
 EG1605'POINT INTERSECTED WAS THE LIGHT ATOP THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1609 ***********************************************************************
 EG1609  DESIGNATION -  CORINTH WURLITZER CO TANK
 EG1609  PID         -  EG1609
 EG1609  STATE/COUNTY-  MS/ALCORN
 EG1609  USGS QUAD   -  CORINTH (1982)
 EG1609
 EG1609                         *CURRENT SURVEY CONTROL
 EG1609  ___________________________________________________________________
 EG1609* NAD 83(1993)-  34 54 43.70352(N)    088 31 15.78992(W)     ADJUSTED  
 EG1609* NAVD 88     -              **(meters)            **(feet)            
 EG1609  ___________________________________________________________________
 EG1609  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EG1609  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1609  HORZ ORDER  -  THIRD
 EG1609
 EG1609.The horizontal coordinates were established by classical geodetic methods
 EG1609.and adjusted by the National Geodetic Survey in May 1994.
 EG1609
 EG1609
 EG1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1609
 EG1609.The geoid height was determined by GEOID03.
 EG1609
 EG1609;                    North         East     Units Scale Factor Converg.
 EG1609;SPC MS E     -   600,170.942   328,536.583   MT  0.99996003   +0 10 43.4
 EG1609;SPC MS E     - 1,969,060.83  1,077,873.77   sFT  0.99996003   +0 10 43.4
 EG1609;SPC TN       -    67,187.744   369,619.771   MT  1.00007679   -1 28 33.3
 EG1609;SPC TN       -   220,431.79  1,212,660.87   sFT  1.00007679   -1 28 33.3
 EG1609;UTM  16      - 3,864,355.520   361,047.544   MT  0.99983797   -0 52 14.4
 EG1609
 EG1609                          SUPERSEDED SURVEY CONTROL
 EG1609
 EG1609  NAD 83(1993)-  34 54 43.70789(N)    088 31 15.78680(W) AD(       ) 4
 EG1609  NAD 83(1986)-  34 54 43.71336(N)    088 31 15.78754(W) AD(       ) 4
 EG1609  NAD 27      -  34 54 43.39388(N)    088 31 15.61604(W) AD(       ) 3
 EG1609
 EG1609.Superseded values are not recommended for survey control.
 EG1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1609.See file dsdata.txt to determine how the superseded data were derived.
 EG1609
 EG1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6104864356(NAD 83)
 EG1609_MARKER: 53 = ELEVATED TANK
 EG1609
 EG1609  HISTORY     - Date     Condition        Report By
 EG1609  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1609
 EG1609                          STATION DESCRIPTION
 EG1609
 EG1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1609'THE STATION IS LOCATED AT THE CORINTH INDUSTRIAL PARK IN THE
 EG1609'SOUTHEAST EDGE OF
 EG1609'CORINTH AND ABOUT 400 FEET EAST OF FULTON DRIVE.
 EG1609'
 EG1609'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND FULTON DRIVE, GO
 EG1609'SOUTH ON FULTON
 EG1609'DRIVE FOR 0.85 MILE TO THE STATION ON THE LEFT.
 EG1609'
 EG1609'THE STATION IS A 4-LEGGED ELEVATED TANK, BLUE IN COLOR AND HAS
 EG1609'WURLITZER PAINTED
 EG1609'ON THE WEST SIDE.  IT IS OWNED AND OPERATED BY THE
 EG1609'WURLITZER COMPANY.  THE OVERALL
 EG1609'HEIGHT IS 123 FEET.
 EG1609'
 EG1609'POINT INTERSECTED IS THE SHAFT ATOP AND CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0017 ***********************************************************************
 EH0017  DESIGNATION -  CORMORANT
 EH0017  PID         -  EH0017
 EH0017  STATE/COUNTY-  MS/DE SOTO
 EH0017  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0017
 EH0017                         *CURRENT SURVEY CONTROL
 EH0017  ___________________________________________________________________
 EH0017* NAD 83(1993)-  34 54 15.44660(N)    090 11 44.35922(W)     ADJUSTED  
 EH0017* NAVD 88     -        63.956  (meters)     209.83   (feet)  ADJUSTED  
 EH0017  ___________________________________________________________________
 EH0017  X           -     -17,881.858 (meters)                     COMP
 EH0017  Y           -  -5,236,509.337 (meters)                     COMP
 EH0017  Z           -   3,629,185.095 (meters)                     COMP
 EH0017  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EH0017  ELLIP HEIGHT-          36.684 (meters)          (05/13/94) ADJUSTED
 EH0017  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EH0017  DYNAMIC HT  -          63.896 (meters)     209.63  (feet)  COMP
 EH0017  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EH0017
 EH0017  HORZ ORDER  -  THIRD
 EH0017  VERT ORDER  -  FIRST     CLASS I
 EH0017  ELLP ORDER  -  FOURTH    CLASS I
 EH0017
 EH0017.The horizontal coordinates were established by classical geodetic methods
 EH0017.and adjusted by the National Geodetic Survey in May 1994.
 EH0017
 EH0017.The orthometric height was determined by differential leveling
 EH0017.and adjusted in June 1991.
 EH0017.WARNING-Repeat measurements at this control monument indicate possible
 EH0017.vertical movement.
 EH0017
 EH0017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0017
 EH0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0017
 EH0017.The ellipsoidal height was determined by GPS observations
 EH0017.and is referenced to NAD 83.
 EH0017
 EH0017.The geoid height was determined by GEOID03.
 EH0017
 EH0017.The dynamic height is computed by dividing the NAVD 88
 EH0017.geopotential number by the normal gravity value computed on the
 EH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0017.degrees latitude (g = 980.6199 gals.).
 EH0017
 EH0017.The modeled gravity was interpolated from observed gravity values.
 EH0017
 EH0017;                    North         East     Units Scale Factor Converg.
 EH0017;SPC MS W     -   599,264.353   712,582.364   MT  0.99995195   +0 04 43.6
 EH0017;SPC MS W     - 1,966,086.46  2,337,863.97   sFT  0.99995195   +0 04 43.6
 EH0017;SPC AR N     -    64,854.411   564,898.617   MT  1.00000584   +1 02 59.8
 EH0017;SPC AR N     -   212,776.51  1,853,338.21   sFT  1.00000584   +1 02 59.8
 EH0017;UTM  15      - 3,866,019.190   756,234.300   MT  1.00040928   +1 36 19.9
 EH0017
 EH0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0017!SPC MS W     -   0.99999424  x   0.99995195  =   0.99994619
 EH0017!SPC AR N     -   0.99999424  x   1.00000584  =   1.00000008
 EH0017!UTM  15      -   0.99999424  x   1.00040928  =   1.00040352
 EH0017
 EH0017|---------------------------------------------------------------------|
 EH0017| PID    Reference Object                     Distance      Geod. Az  |
 EH0017|                                                           dddmmss.s |
 EH0017| EH0018 CORMORANT RM 1                       77.446 METERS 03857     |
 EH0017| CY5471 CORMORANT AZ MK                                    0902341.9 |
 EH0017| EH2646 CORMORANT AZ MK 2                   APPROX. 0.7 KM 2723248.2 |
 EH0017| EH0015 CORMORANT RM 2                       26.734 METERS 27431     |
 EH0017| EH0016 CORMORANT RM 3                       26.564 METERS 27433     |
 EH0017|---------------------------------------------------------------------|
 EH0017
 EH0017                          SUPERSEDED SURVEY CONTROL
 EH0017
 EH0017  NAD 83(1993)-  34 54 15.44720(N)    090 11 44.36146(W) AD(       ) 3
 EH0017  NAD 83(1986)-  34 54 15.45490(N)    090 11 44.35939(W) AD(       ) 3
 EH0017  NAD 27      -  34 54 15.10500(N)    090 11 44.01500(W) AD(       ) 3
 EH0017  NGVD 29 (??/??/??)   63.962  (m)          209.85   (f) ADJUSTED    1 1
 EH0017
 EH0017.Superseded values are not recommended for survey control.
 EH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0017.See file dsdata.txt to determine how the superseded data were derived.
 EH0017
 EH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5623466019(NAD 83)
 EH0017_MARKER: DS = TRIANGULATION STATION DISK
 EH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0017_SP_SET: SQUARE CONCRETE MONUMENT
 EH0017_STAMPING: CORMORANT 1956
 EH0017_MARK LOGO: CGS   
 EH0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0017+STABILITY: SURFACE MOTION
 EH0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0017+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0017
 EH0017  HISTORY     - Date     Condition        Report By
 EH0017  HISTORY     - 1956     MONUMENTED       CGS
 EH0017  HISTORY     - 1966     GOOD             CGS
 EH0017  HISTORY     - 1974     GOOD             NGS
 EH0017  HISTORY     - 1974     GOOD             NGS
 EH0017  HISTORY     - 1984     GOOD             NGS
 EH0017  HISTORY     - 19911112 GOOD             NGS
 EH0017  HISTORY     - 20030409 MARK NOT FOUND   USACE
 EH0017
 EH0017                          STATION DESCRIPTION
 EH0017
 EH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH0017'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF THE VILLAGE
 EH0017'OF EUDORA, ABOUT 5 MILES SOUTH-SOUTHWEST OF HORN LAKE, ABOUT
 EH0017'1 MILE EAST OF THE VILLAGE OF LAKE CORMORANT, NEAR THE CENTER
 EH0017'OF A TRIANGLE OF GRASSY GROUND WHICH IS FORMED BY THE JUNCTION
 EH0017'OF THE TWO HIGHWAYS, ON THE ROAD RIGHT-OF-WAY AND IN THE
 EH0017'NORTHWEST 1/4 OF SECTION 19, T. 2 S., R. 9 W.
 EH0017'
 EH0017'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING
 EH0017'IN THE VILLAGE OF LAKE CORMORANT, GO EAST ON HARD SURFACE
 EH0017'ROAD FOR 1 MILE TO THE JUNCTION OF U.S. HIGHWAY 61 AND THE
 EH0017'STATION ON THE RIGHT AS DESCRIBED.  (CONTINUE EAST ON HARD
 EH0017'SURFACE ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 EH0017'AS DESCRIBED.)
 EH0017'
 EH0017'STATION MARK, A STANDARD DISK, STAMPED CORMORANT 1956, SET IN THE
 EH0017'TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND.
 EH0017'IT IS 87.5 FEET EAST OF A TELEPHONE POLE, 43 FEET WEST OF THE
 EH0017'CENTER LINE OF U.S. HIGHWAY 61, 40 FEET SOUTH OF THE CENTER
 EH0017'LINE OF AN EAST-WEST HARD SURFACE ROAD, 34 FEET NORTHEAST
 EH0017'OF THE CENTER OF A CURVED ROAD AND 4.5 FEET WEST OF A METAL
 EH0017'SIGN (LAKE CORMORANT).
 EH0017'
 EH0017'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CORMORANT
 EH0017'NO 1 1956, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 EH0017'2 INCHES.  IT IS 65 FEET EAST-NORTHEAST OF THE SOUTHEAST
 EH0017'CORNER OF THE PURE GAS STATION, 36 FEET WEST OF THE CENTER
 EH0017'LINE OF U.S. HIGHWAY 61 AND IN A GRASSY PLOT OF GROUND WHICH
 EH0017'IS BETWEEN THE HIGHWAY AND THE GAS STATION.
 EH0017'
 EH0017'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CORMORANT NO 2
 EH0017'1956, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 EH0017'5 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 EH0017'HARD SURFACE ROAD AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 EH0017'
 EH0017'AZIMUTH MARK, A STANDARD DISK, STAMPED CORMORANT 1956, SET
 EH0017'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 EH0017'IT IS 32 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD WOODEN
 EH0017'SHACK, 23 FEET EAST-NORTHEAST OF A POWER LINE POLE, 18 FEET
 EH0017'SOUTH OF THE CENTER OF AN EAST-WEST HARD SURFACE ROAD, 1 FOOT
 EH0017'WEST OF A TELEPHONE POLE AND A WHITE WITNESS POST.
 EH0017
 EH0017                          STATION RECOVERY (1966)
 EH0017
 EH0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EH0017'THE STATION WAS VISITED 9-27-66 AND STATION MARK, R.M. NO. 1
 EH0017'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. NO. 2
 EH0017'WAS FOUND WITH THE DISK REMOVED.  A NEW DISK WAS SET IN THE
 EH0017'CONCRETE MONUMENT AND CALLED R.M. NO. 3.  (NOTE- THE DISTANCE
 EH0017'TO R.M. NO. 1 WAS FOUND TO BE 245.23 FT. RATHER THAN 254.29 FT.
 EH0017'EVIDENTLY A TRANSPOSITION).  A NEW DESCRIPTION FOLLOWS-
 EH0017'
 EH0017'THE STATION IS LOCATED ABOUT 6 MILES NNE OF EUDORA, ABOUT
 EH0017'5 MILES SSE OF HORN LAKE, ABOUT 1 MILE E OF THE VILLAGE
 EH0017'OF CORMORANT AT A CROSSROAD ON U.S. HIGHWAY 61, IN THE
 EH0017'CENTER OF A TRIANGLE FORMED BY ROAD LEADING WEST AND U.S.
 EH0017'HIGHWAY 61 IN THE NW 1/4 OF SEC. 19, T2S, R9W, 43 FT. W OF
 EH0017'THE CENTERLINE OF U.S. HIGHWAY 61, 40 FT. S OF THE CENTERLINE
 EH0017'OF BLACK TOP ROAD, 34 FT. NE OF THE CENTERLINE OF SW FORK
 EH0017'OF ROAD WEST, 5 FT. SW OF WEST POST OF SIGN (LAKE CORMORNAT),
 EH0017'2.5 FT. SE OF A STOP SIGN, 1.8 FT. SE OF METAL WITNESS POST.
 EH0017'IT IS A STANDARD DISK STAMPED CORMORANT 1956, FLUSH WITH
 EH0017'GROUND.
 EH0017'
 EH0017'R.M. NO. 1 IS 245.23 FT. N OF STATION, 65 FT. ENE OF SOUTHEAST
 EH0017'CORNER OF PURE OIL SERVICE STATION, 36 FT. W OF THE CENTERLINE
 EH0017'OF U.S. HIGHWAY 61, 13 FT. S OF A 2-INCH STEEL PIPE ABOUT
 EH0017'25 FT. HIGH.  IT IS A STANDARD DISK STAMPED CORMORANT NO. 1
 EH0017'1956, PROJECTING 2-INCHES.
 EH0017'
 EH0017'R.M. NO. 3 IS 87.72 FT. W OF STATION, 25 FT. S OF THE CENTERLINE
 EH0017'OF BLACK TOP ROAD, 130 FT. W OF THE CENTERLINE OF U.S. HIGHWAY
 EH0017'61, 69 FT. SE OF POWER POLE, 1 FOOT SW OF METAL WITNESS POST.
 EH0017'IT IS A STANDARD DISK STAMPED CORMORANT 1956 NO. 3 1966,
 EH0017'PROJECTING 4-INCHES.
 EH0017'
 EH0017'AZIMUTH MARK IS 0.35 MILE E OF STATION, 33 FT. ENE OF A POWER
 EH0017'POLE, 18 FT. S OF THE CENTERLINE OF BLACK TOP ROAD, 1.8 FT.
 EH0017'W OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 EH0017'CORMORANT 1956.  (NOTE- ARROW POINTS ABOUT 20
 EH0017'DEGREES TO SOUTH OF STATION, MARK IS CHIPPED ON ALL SIDES,
 EH0017'ANGLE TO R.M. NO. 1 CHECKED GOOD).
 EH0017'
 EH0017'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, GO SOUTH
 EH0017'ON U.S. HIGHWAY 61 FOR 4.6 MILES TO CROSSROAD AND STATION
 EH0017'ON THE RIGHT.
 EH0017'
 EH0017'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON HARD
 EH0017'SURFACE ROAD FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT.
 EH0017'
 EH0017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE
 EH0017'E OF LAKE CORMORANT.
 EH0017
 EH0017                          STATION RECOVERY (1974)
 EH0017
 EH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 EH0017'THE STATION AND RM 3 WAS RECOVERED IN GOOD CONDITION.
 EH0017'
 EH0017'RM 2 WAS DESTROYED BY MARK MAINTENANCE PERSONNEL, WHO INTURN
 EH0017'ESTABLISHED RM 3.
 EH0017'RM 1, NOT RECOVERED, ONLY SHANK REMAINES IN TOP OF CONCRETE POST.
 EH0017'THE AZIMUTH MARK WAS NOT VISITED BY THIS PARTY.
 EH0017'
 EH0017'THE NEW DESCRIPTION, TO REACH, IS ADEQUATE.
 EH0017'340901 STATION 1031 DATED JULY 1968.
 EH0017'
 EH0017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 EH0017
 EH0017                          STATION RECOVERY (1974)
 EH0017
 EH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0017'1.1 MI E FROM LAKE CORMORANT.
 EH0017'ABOUT 1.1 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AND
 EH0017'ROBERTSON STORE AT LAKE CORMORANT, IN THE CENTER OF A SMALL TRIANGLE
 EH0017'FORMED BY U.S. HIGHWAY 61, 43 FEET WEST OF THE CENTER LINE OF THE
 EH0017'HIGHWAY, 87.7 FEET EAST OF CORMORANT RM 3, 245.2 FEET SOUTH OF
 EH0017'CORMORANT RM 1, 31 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD
 EH0017'LEADING WEST, 5 FEET SOUTHWEST OF THE MOST WESTERLY POST SUPPORTING
 EH0017'THE SIGN OF LAKE CORMORANT, 2.5 FEET SOUTHEAST OF A STOP SIGN, 1.9
 EH0017'FEET SOUTHEAST OF A METAL WITNESS POST AND IN THE TOP OF A CONCRETE
 EH0017'POST 12-INCHES BELOW LEVEL OF THE GROUND.  1/4, SEC 19, T 2S , R 9W.
 EH0017
 EH0017                          STATION RECOVERY (1984)
 EH0017
 EH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH0017'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3
 EH0017'(SHANK ONLY) WAS RECOVERED AND IS STILL USABLE.  REFERENCE MARK 1 WAS
 EH0017'FOUND DESTROYED.  AZIMUTH MARK WAS NOT RECOVERED - PROBABLY DESTROYED
 EH0017'BY ROAD WORK.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  A
 EH0017'SHORTER DISTANCE OF 0.170 METER (0.57 FEET) WAS NOTED TO REFERENCE
 EH0017'MARK 3.
 EH0017'
 EH0017'THE STATION IS LOCATED 9.7 KM (6 MI) SOUTHWEST OF WALLS, 1.8 KM (1.1
 EH0017'MI) EAST OF LAKE CORMORANT, AT A HIGHWAY JUNCTION, IN THE NORTHWEST
 EH0017'QUARTER OF SECTION 19, T2S, R9W.  OWNERSHIP--STATE DEPARTMENT OF
 EH0017'HIGHWAYS.
 EH0017'
 EH0017'TO REACH THE STATION FROM THE LAKE CORMORANT POST OFFICE, GO EAST ON
 EH0017'PAVED ROAD FOR 1.1 KM (0.7 MI) TO THE AZIMUTH MARK ON LEFT AT LAKE
 EH0017'CORMORANT MISSIONARY BAPTIST CHURCH.  CONTINUE EAST FOR 0.6 KM (0.4
 EH0017'MI) TO A TRAFFIC TRIANGLE AT THE JUNCTION OF US HIGHWAY 61, AND
 EH0017'STATION IN TRIANGLE.
 EH0017'
 EH0017'THE STATION IS A STANDARD NGS DISK STAMPED---CORMORANT 1956---IN A
 EH0017'GRASSY HIGHWAY TRAFFIC TRIANGLE SET INTO THE TOP OF A SQUARE CONCRETE
 EH0017'MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED 30 CM (11.8 INCHES) BELOW
 EH0017'THE GROUND LOCATED 13.1 METERS (43 FEET) NW FROM HIGHWAY CENTER, 9.3
 EH0017'METERS (30.5 FEET) S FROM PAVED ROAD CENTER, 3.6 METERS (11.8 FEET) W
 EH0017'FROM CONCRETE POST MARKED--HWY 61 STAR LANDING RD--, 9 METERS (29.5
 EH0017'FEET) SE FROM WEST CORNER OF TRIANGLE, 7 METERS (23 FEET) NNE FROM
 EH0017'SOUTHEAST CORNER OF TRIANGLE, AND 0.5 METER (1.6 FEET) SE FROM METAL
 EH0017'AND A FIRBERGLASS WITNESS POSTS.
 EH0017'
 EH0017'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK SET
 EH0017'INTO AN IRREGULAR MASS OF CONCRETE.
 EH0017'
 EH0017'REFERENCE MARK NO. 3 IS SHANK ONLY (TOP OF POST SHAVED OFF BY HEAVY
 EH0017'EQUIPMENT), ON ROAD RIGHT-OF-WAY AT FIELD EDGE IN TALL GRASS SET
 EH0017'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN
 EH0017'DIAMETER PROJECTING 1 CM (0.4 INCH) ABOVE THE GROUND LOCATED 26.7
 EH0017'METERS (87.6 FEET) W FROM STATION, 7.6 METERS (24.9 FEET) S FROM
 EH0017'PAVED RAOD CENTER, 21.5 METERS (70.5 FEET) SE FROM UTILITY POLE
 EH0017'H1105, AND 29.7 METERS (97.5 FEET) W FROM CONCRETE ROAD MARKER POST.
 EH0017'MARK IS LEVEL WITH THE STATION.
 EH0017'
 EH0017'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED---CORMORANT 1956 AZ
 EH0017'MK 2 1984---IN FRONT YARD OF CHURCH ON ROAD RIGHT-OF-WAY SET INTO THE
 EH0017'TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH
 EH0017'WITH THE GROUND LOCATED 3.8 METERS (12.5 FEET) E FROM UTILITY POLE
 EH0017'WITH WITNESS SIGN AT ITS BASE, 10.5 METERS (34.5 FEET) N FROM ROAD
 EH0017'CENTER, 15.7 METERS (51.5 FEET) SW FROM LONE
 EH0017'35-CM TREE, AND 38.2 METERS (125.3 FEET) WSW FROM CENTER OF DOUBLE
 EH0017'FRONT DOORS TO CHURCH.
 EH0017'
 EH0017'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH0017'MAY-JUNE 1984.  AN EDM TRAVERSE WAS DONE TO AZ MK 2.
 EH0017
 EH0017                          STATION RECOVERY (1991)
 EH0017
 EH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0017'6.9 KM (4.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0017'IN WALLS, IN A TRIANGULAR MEDIAN, 13.0 M (42.7 FT) NORTHWEST OF THE
 EH0017'CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) NORTHEAST OF THE CENTER OF
 EH0017'STAR LANDING ROAD, 9.5 M (31.2 FT) SOUTH OF THE CENTER OF THE ROAD,
 EH0017'2.2 M (7.2 FT) SOUTHWEST OF A WITNESS POST AND THE WEST LEG OF A SIGN
 EH0017'(LAKE CORMORANT), AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW
 EH0017'THE GROUND SURFACE.
 EH0017
 EH0017                          STATION RECOVERY (2003)
 EH0017
 EH0017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0017'MARK LOCATION NOW NEW HIGHWAY INTERSECTION. SUSPECTED DESTROYED OR
 EH0017'UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2646 ***********************************************************************
 EH2646  DESIGNATION -  CORMORANT AZ MK 2
 EH2646  PID         -  EH2646
 EH2646  STATE/COUNTY-  MS/DE SOTO
 EH2646  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2646
 EH2646                         *CURRENT SURVEY CONTROL
 EH2646  ___________________________________________________________________
 EH2646* NAD 83(1993)-  34 54 16.38548(N)    090 12 10.00286(W)     NO CHECK  
 EH2646* NAVD 88     -        63.493  (meters)     208.31   (feet)  ADJUSTED  
 EH2646  ___________________________________________________________________
 EH2646  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 EH2646  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EH2646  DYNAMIC HT  -          63.433 (meters)     208.11  (feet)  COMP
 EH2646  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 EH2646
 EH2646  HORZ ORDER  -  SECOND
 EH2646  VERT ORDER  -  FIRST     CLASS II
 EH2646
 EH2646.The horizontal coordinates were established by classical geodetic methods
 EH2646.and adjusted by the National Geodetic Survey in May 1994.
 EH2646.No horizontal observational check was made to the station.
 EH2646
 EH2646.The orthometric height was determined by differential leveling
 EH2646.and adjusted in July 1994.
 EH2646
 EH2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2646
 EH2646.The geoid height was determined by GEOID03.
 EH2646
 EH2646.The dynamic height is computed by dividing the NAVD 88
 EH2646.geopotential number by the normal gravity value computed on the
 EH2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2646.degrees latitude (g = 980.6199 gals.).
 EH2646
 EH2646.The modeled gravity was interpolated from observed gravity values.
 EH2646
 EH2646;                    North         East     Units Scale Factor Converg.
 EH2646;SPC MS W     -   599,292.413   711,931.335   MT  0.99995175   +0 04 28.9
 EH2646;SPC MS W     - 1,966,178.52  2,335,728.05   sFT  0.99995175   +0 04 28.9
 EH2646;SPC AR N     -    64,871.433   564,247.171   MT  1.00000578   +1 02 44.9
 EH2646;SPC AR N     -   212,832.36  1,851,200.93   sFT  1.00000578   +1 02 44.9
 EH2646;UTM  15      - 3,866,029.898   755,582.457   MT  1.00040517   +1 36 05.3
 EH2646
 EH2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2646!SPC MS W     -   0.99999431  x   0.99995175  =   0.99994606
 EH2646!SPC AR N     -   0.99999431  x   1.00000578  =   1.00000009
 EH2646!UTM  15      -   0.99999431  x   1.00040517  =   1.00039947
 EH2646
 EH2646                          SUPERSEDED SURVEY CONTROL
 EH2646
 EH2646  NAD 83(1993)-  34 54 16.38612(N)    090 12 10.00511(W) AD(       ) 2
 EH2646  NAD 83(1986)-  34 54 16.39392(N)    090 12 10.00305(W) AD(       ) 2
 EH2646  NAD 27      -  34 54 16.04405(N)    090 12 09.65793(W) AD(       ) 2
 EH2646  NGVD 29 (07/12/88)   64.     (m)          210.     (f) VERT ANG    3  
 EH2646
 EH2646.Superseded values are not recommended for survey control.
 EH2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2646.See file dsdata.txt to determine how the superseded data were derived.
 EH2646
 EH2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5558266030(NAD 83)
 EH2646_MARKER: DZ = AZIMUTH MARK DISK
 EH2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2646_SP_SET: SQUARE CONCRETE MONUMENT
 EH2646_STAMPING: CORMORANT AZ MK 2 1956 1984
 EH2646_MARK LOGO: NGS   
 EH2646_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2646+STABILITY: SURFACE MOTION
 EH2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2646+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH2646
 EH2646  HISTORY     - Date     Condition        Report By
 EH2646  HISTORY     - 1984     MONUMENTED       NGS
 EH2646  HISTORY     - 1984     GOOD             NGS
 EH2646  HISTORY     - 19911112 GOOD             NGS
 EH2646  HISTORY     - 20030409 GOOD             USACE
 EH2646
 EH2646                          STATION DESCRIPTION
 EH2646
 EH2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2646'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF WALLS, 5.0
 EH2646'KM (3.1 MI) NORTH OF THE TUNICA COUNTY LINE, 1.1 KM (0.7 MI) EAST OF
 EH2646'LAKE CORMORANT AND ON ROAD RIGHT-OF-WAY, IN THE EXTREME SOUTHEAST
 EH2646'CORNER OF SECTION 13, T2S, R10W.
 EH2646'
 EH2646'OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS.
 EH2646'
 EH2646'TO REACH THE STATION FROM THE LAKE CORMORANT POST OFFICE, GO EAST ON
 EH2646'PAVED ROAD FOR 1.1 KM (0.7 MI) TO THE AZIMUTH MARK ON LEFT AT LAKE
 EH2646'CORMORANT MISSIONARY BAPTIST CHURCH.
 EH2646'
 EH2646'THE STATION IS A STANDARD NGS AZ MK DISK, LOCATED 3.8 METERS (12.5
 EH2646'FEET) EAST FROM UTILITY POLE WITH WITNESS SIGN AT ITS BASE, 10.5
 EH2646'METERS (34.5 FEET) NORTH FROM ROAD CENTER, 15.7 METERS (51.5 FEET)
 EH2646'SOUTHWEST FROM LONE 35-CM TREE, AND 38.2 METERS (125.3 FEET)
 EH2646'WEST-SOUTHWEST FROM CENTER OF DOUBLE FRONT DOORS TO CHURCH.
 EH2646'
 EH2646'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2646'MAY-JUNE 1984.  AN EDM TRAVERSE TO CORMORANT 1956 WAS COMPLETE AT
 EH2646'THIS TIME.
 EH2646
 EH2646                          STATION RECOVERY (1984)
 EH2646
 EH2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2646'RECOVERED IN GOOD CONDITION.
 EH2646
 EH2646                          STATION RECOVERY (1991)
 EH2646
 EH2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH2646'6.9 KM (4.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH2646'IN WALLS, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG STAR LANDING ROAD,
 EH2646'34.4 M (112.9 FT) WEST OF THE SOUTHWEST CORNER OF LAKE CORMORANT
 EH2646'MISSIONARY BAPTIST CHURCH, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE
 EH2646'OF THE ROAD, 3.7 M (12.1 FT) EAST OF A UTILITY POLE WITH A WITNESS
 EH2646'SIGN ATTACHED, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 EH2646'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE C IN CORMORANT
 EH2646'IS STAMPED BACKWARD.
 EH2646
 EH2646                          STATION RECOVERY (2003)
 EH2646
 EH2646'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0016 ***********************************************************************
 EH0016  DESIGNATION -  CORMORANT RM 3
 EH0016  PID         -  EH0016
 EH0016  STATE/COUNTY-  MS/DE SOTO
 EH0016  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0016
 EH0016                         *CURRENT SURVEY CONTROL
 EH0016  ___________________________________________________________________
 EH0016* NAD 83(1993)-  34 54 15.51498(N)    090 11 45.40226(W)     NO CHECK  
 EH0016* NAVD 88     -        63.745  (meters)     209.14   (feet)  ADJUSTED  
 EH0016  ___________________________________________________________________
 EH0016  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EH0016  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EH0016  DYNAMIC HT  -          63.685 (meters)     208.94  (feet)  COMP
 EH0016  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 EH0016
 EH0016  HORZ ORDER  -  SECOND
 EH0016  VERT ORDER  -  FIRST     CLASS I
 EH0016
 EH0016.The horizontal coordinates were established by classical geodetic methods
 EH0016.and adjusted by the National Geodetic Survey in May 1994.
 EH0016.No horizontal observational check was made to the station.
 EH0016
 EH0016.The orthometric height was determined by differential leveling
 EH0016.and adjusted in June 1991.
 EH0016
 EH0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0016
 EH0016.The geoid height was determined by GEOID03.
 EH0016
 EH0016.The dynamic height is computed by dividing the NAVD 88
 EH0016.geopotential number by the normal gravity value computed on the
 EH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0016.degrees latitude (g = 980.6199 gals.).
 EH0016
 EH0016.The modeled gravity was interpolated from observed gravity values.
 EH0016
 EH0016;                    North         East     Units Scale Factor Converg.
 EH0016;SPC MS W     -   599,266.424   712,555.883   MT  0.99995194   +0 04 43.0
 EH0016;SPC MS W     - 1,966,093.26  2,337,777.09   sFT  0.99995194   +0 04 43.0
 EH0016;SPC AR N     -    64,856.033   564,872.103   MT  1.00000583   +1 02 59.2
 EH0016;SPC AR N     -   212,781.83  1,853,251.22   sFT  1.00000583   +1 02 59.2
 EH0016;UTM  15      - 3,866,020.555   756,207.760   MT  1.00040911   +1 36 19.4
 EH0016
 EH0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0016!SPC MS W     -   0.99999427  x   0.99995194  =   0.99994621
 EH0016!SPC AR N     -   0.99999427  x   1.00000583  =   1.00000010
 EH0016!UTM  15      -   0.99999427  x   1.00040911  =   1.00040338
 EH0016
 EH0016                          SUPERSEDED SURVEY CONTROL
 EH0016
 EH0016  NAD 83(1993)-  34 54 15.51559(N)    090 11 45.40459(W) AD(       ) 2
 EH0016  NAD 83(1986)-  34 54 15.52330(N)    090 11 45.40252(W) AD(       ) 2
 EH0016  NAD 27      -  34 54 15.17340(N)    090 11 45.05809(W) AD(       ) 2
 EH0016  NGVD 29 (??/??/??)   63.751  (m)          209.16   (f) ADJUSTED    1 1
 EH0016
 EH0016.Superseded values are not recommended for survey control.
 EH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0016.See file dsdata.txt to determine how the superseded data were derived.
 EH0016
 EH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5620866021(NAD 83)
 EH0016_MARKER: DR = REFERENCE MARK DISK
 EH0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0016_STAMPING: CORMORANT 1956 NO 3 1966
 EH0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0016+STABILITY: SURFACE MOTION
 EH0016
 EH0016  HISTORY     - Date     Condition        Report By
 EH0016  HISTORY     - 1966     MONUMENTED       CGS
 EH0016  HISTORY     - 1974     GOOD             NGS
 EH0016
 EH0016                          STATION DESCRIPTION
 EH0016
 EH0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0016'1.1 MI E FROM LAKE CORMORANT.
 EH0016'ABOUT 1.1 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AND
 EH0016'ROBERTSON STORE AT LAKE CORMORANT.  ALSO, MARK IS 4.3 MILES SOUTHWEST
 EH0016'ALONG U.S. HIGHWAY 61, FROM THE POST OFFICE AT WALLS, 130.7 FEET WEST
 EH0016'OF THE CENTER LINE OF U.S. HIGHWAY 61, 24.8 FEET SOUTH OF THE CENTER
 EH0016'LINE OF A PAVED ROAD, 87.7 FEET WEST OF CORMORANT 1956 TRIANGULATION
 EH0016'STATION, 69 FEET SOUTHEAST OF AND ACROSS A PAVED ROAD FROM A POWER
 EH0016'POLE BRACED BY 3 GUY WIRES, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 EH0016'POST, ABOUT LEVEL WITH THE PAVED ROAD AND IN THE TOP OF A CONCRETE
 EH0016'POST PORJECTING 3-INCHES.  1/4, SEC 19 , T 2S , R 9W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2784 ***********************************************************************
 CP2784  DESIGNATION -  COUNTY
 CP2784  PID         -  CP2784
 CP2784  STATE/COUNTY-  MS/HUMPHREYS
 CP2784  USGS QUAD   -  BAYLAND (1988)
 CP2784
 CP2784                         *CURRENT SURVEY CONTROL
 CP2784  ___________________________________________________________________
 CP2784* NAD 83(1993)-  32 58 49.40508(N)    090 39 24.75840(W)     ADJUSTED  
 CP2784* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 CP2784  ___________________________________________________________________
 CP2784  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CP2784  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP2784  HORZ ORDER  -  FIRST
 CP2784
 CP2784.The horizontal coordinates were established by classical geodetic methods
 CP2784.and adjusted by the National Geodetic Survey in May 1994.
 CP2784
 CP2784.The orthometric height was scaled from a topographic map.
 CP2784
 CP2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2784
 CP2784.The geoid height was determined by GEOID03.
 CP2784
 CP2784;                    North         East     Units Scale Factor Converg.
 CP2784;SPC MS W     -   385,911.153   669,758.532   MT  0.99996127   -0 10 34.0
 CP2784;SPC MS W     - 1,266,110.17  2,197,366.12   sFT  0.99996127   -0 10 34.0
 CP2784;UTM  15      - 3,651,550.997   718,958.221   MT  1.00019117   +1 16 33.6
 CP2784
 CP2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2784!SPC MS W     -   0.99999947  x   0.99996127  =   0.99996074
 CP2784!UTM  15      -   0.99999947  x   1.00019117  =   1.00019064
 CP2784
 CP2784|---------------------------------------------------------------------|
 CP2784| PID    Reference Object                     Distance      Geod. Az  |
 CP2784|                                                           dddmmss.s |
 CP2784| CY4159 COUNTY RM 1                          36.313 METERS 06112     |
 CP2784| CY4160 COUNTY RM 2                          36.810 METERS 15139     |
 CP2784| CY4158 COUNTY AZ MK                                       2695512.0 |
 CP2784| DK1862 STRAIGHT                            APPROX. 8.1 KM 3512344.2 |
 CP2784|---------------------------------------------------------------------|
 CP2784
 CP2784                          SUPERSEDED SURVEY CONTROL
 CP2784
 CP2784  NAD 83(1986)-  32 58 49.41742(N)    090 39 24.75329(W) AD(       ) 1
 CP2784  NAD 27      -  32 58 48.95780(N)    090 39 24.41220(W) AD(       ) 1
 CP2784
 CP2784.Superseded values are not recommended for survey control.
 CP2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2784.See file dsdata.txt to determine how the superseded data were derived.
 CP2784
 CP2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1895851551(NAD 83)
 CP2784_MARKER: DS = TRIANGULATION STATION DISK
 CP2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2784
 CP2784  HISTORY     - Date     Condition        Report By
 CP2784  HISTORY     - 1957     MONUMENTED       CGS
 CP2784  HISTORY     - 1959     GOOD             CGS
 CP2784  HISTORY     - 1970     SEE DESCRIPTION  MSHD
 CP2784
 CP2784                          STATION DESCRIPTION
 CP2784
 CP2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 CP2784'THE STATION IS LOCATED ABOUT 10 MILES EAST OF ANGUILLA, 4
 CP2784'MILES WEST OF LOUISE AND 1 MILE SOUTH OF STATE HIGHWAY 14,
 CP2784'IN THE SOUTHWEST ANGLE OF A CROSSROAD AND ON LAND OWNED BY
 CP2784'MR. B.W. SMITH.  IT IS 89 FEET SOUTHWEST OF THE CROSSROAD
 CP2784'INTERSECTION, 82 FEET WEST OF THE CENTERLINE OF THE
 CP2784'SHARKEY-HUMPHREYS COUNTY LINE ROAD, 49 FEET NORTHEAST OF THE
 CP2784'NORTHWEST CORNER OF A TENANT HOUSE AND 34 FEET SOUTH OF THE
 CP2784'CENTERLINE OF THE EAST-WEST GRAVELED ROAD.  THE MONUMENT IS
 CP2784'FLUSH AND THE DISK IS STAMPED COUNTY 1957.
 CP2784'
 CP2784'TO REACH THE STATION FROM THE RAILROAD STATION IN LOUISE,
 CP2784'GO NORTH ON U.S. HIGHWAY 49W FOR 1.0 MILE TO THE JUNCTION
 CP2784'WITH STATE HIGHWAY 14.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 CP2784'14 FOR 3.95 MILES TO A SIDE ROAD LEFT AT THE SHARKEY-HUMPHREYS
 CP2784'COUNTY LINE.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.0
 CP2784'MILE TO A CROSSROAD AND STATION IN THE SOUTHWEST ANGLE AS
 CP2784'DESCRIBED.
 CP2784'
 CP2784'REFERENCE MARK 1 IS SET IN THE NORTHEAST ANGLE OF CROSSROAD, 33
 CP2784'FEET NORTHEAST OF THE INTERSECTION OF THE CROSSROAD, 1.5
 CP2784'FEET SOUTHEAST OF A POWER LINE POLE AND 2 FEET SOUTHEAST
 CP2784'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS ABOUT 4
 CP2784'INCHES AND THE DISK IS STAMPED COUNTY NO 1 1957.
 CP2784'
 CP2784'REFERENCE MARK 2 IS 26 FEET WEST OF THE CENTERLINE OF THE
 CP2784'SHARKEY-HUMPHREYS COUNTY LINE ROAD AND 12 FEET NORTH OF THE
 CP2784'NORTHEAST CORNER OF A HOG PEN.  THE MONUMENT IS FLUSH AND
 CP2784'THE DISK IS STAMPED COUNTY NO 2 1957.
 CP2784'
 CP2784'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 CP2784'EAST-WEST GRAVELED ROAD, 2.5 FEET SOUTHEAST OF A WHITE WITNESS
 CP2784'POST AND 2 FEET EAST OF A POWER LINE POLE.  THE MONUMENT
 CP2784'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED COUNTY 1957.
 CP2784'
 CP2784'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 CP2784'ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CP2784'
 CP2784'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2784
 CP2784                          STATION RECOVERY (1959)
 CP2784
 CP2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2784'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CP2784'THE PREVIOUS DESCRIPTION IS CORRECT AND ADEQUATE.  FOLLOWING
 CP2784'ARE ADDITIONAL MEASUREMENTS TO REFERENCE MARK 2--IT IS 141
 CP2784'FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES
 CP2784'OF THE CROSSROADS, 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CP2784'OF THE TENANT HOUSE AND 23 FEET WEST OF THE CENTER OF THE
 CP2784'NORTH-SOUTH ROAD.  THE HOG PEN MEASURED TO IN 1957 IS NO
 CP2784'LONGER THERE.
 CP2784
 CP2784                          STATION RECOVERY (1970)
 CP2784
 CP2784'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2784'THE STATION WAS VISITED 8-27-70 AND THE STATION WAS FOUND
 CP2784'WITH THE DISK MISSING BUT THE SHANK WAS STILL IN PLACE.
 CP2784'A NEW DISK WAS SET IN THE MARK.  THE AZIMUTH MARK WAS FOUND
 CP2784'DISTURBED AND THE DISK REMOVED.  REFERENCE MARK NO. 1
 CP2784'WAS FOUND DISTURBED.  IT WAS REMOVED AND MOVED WEST ACROSS
 CP2784'THE ROAD AND USED AS REFERENCE MARK NO. 4.  REFERENCE MARK
 CP2784'NO. 2 WAS NOT FOUND AT THIS DATE.  REFERENCE MARK NO. 3 WAS
 CP2784'SET WEST OF THE STATION BY A POWER POLE.  THE ENTIRE AREA
 CP2784'IS UNDER CULTIVATION AND THERE WAS VERY LITTLE CHOICE IN
 CP2784'LOCATION FOR THE MARKS.
 CP2784'
 CP2784'THE STATION IS LOCATED ABOUT 10 MILES EAST OF ANGUILLA, 4
 CP2784'MILES EAST OF LOUISE, 1 MILE SOUTH OF MISS. HIGHWAY 14, IN
 CP2784'THE SOUTHWEST ANGLE OF A CROSSROAD (THE NORTH-SOUTH ROAD
 CP2784'BEING THE COUNTY LINE ROAD BETWEEN SHARKEY AND HUMPHREYS
 CP2784'COUNTIES), IN THE NE 1/4 OF SECTION 13, T13N, R5W, ON LAND OWNED
 CP2784'BY MR. R.A.  INGRAM OF LELAND, MISSISSIPPI, AND LEASED BY MR.
 CP2784'HIRAM HUBBARD OF LOUISE.  IT IS IN THE SOUTHWEST ANGLE OF THE
 CP2784'CROSSROAD, 88 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 CP2784'CROSSROAD, 33 FEET SOUTH OF THE ROAD, 80 FEET WEST OF THE
 CP2784'CENTER LINE OF THE COUNTY LINE ROAD, 31 FEET SOUTHWEST OF
 CP2784'A POWER POLE WITH GUY WIRES, 71 FEET SOUTHWEST OF
 CP2784'ANOTHER POWER POLE IN THE NORTHWEST ANGLE OF THE
 CP2784'INTERSECTION, 12 FEET SOUTH OF A POWER LINE.  IT IS A C AND
 CP2784'GS TRIANGULATION DISK, STAMPED COUNTY 1957 1970, FLUSH
 CP2784'WITH THE GROUND.
 CP2784'
 CP2784'REFERENCE MARK NO. 4 IS 72.46 FEET NORTHEAST OF THE STATION.  IT
 CP2784'IS 32 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD,
 CP2784'18 FEET NORTH OF THE CENTER LINE OF A ROAD, 45 FEET NORTH-NORTHEAST
 CP2784'OF A POWER POLE, 3.5 FEET WEST OF A POWER POLE, 1 FOOT SOUTH
 CP2784'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 CP2784'STAMPED COUNTY NO. 4 1957 1970, PROJECTING 6 INCHES.
 CP2784'
 CP2784'REFERENCE MARK NO. 3 IS 268.70 FEET WEST OF THE STATION.
 CP2784'IT IS 350 FEET WEST OF THE COUNTY LINE ROAD, 21 FEET SOUTH OF
 CP2784'THE CENTER LINE OF A ROAD, 2.5 FEET EAST OF A POWER POLE, AND 1.5
 CP2784'FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A C AND GS
 CP2784'REFERENCE MARK DISK, STAMPED COUNTY NO. 3 1957 1970, PROJECTING
 CP2784'6 INCHES.
 CP2784'
 CP2784'THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW AZIMUTH WAS NOT
 CP2784'ESTABLISHED AT THIS DATE.
 CP2784'
 CP2784'TO REACH THE STATION FROM THE JUNCTION OF MISS. HIGHWAY 14
 CP2784'AND U.S. HIGHWAY 61 IN ANGUILLA, GO EAST ON MISS. HIGHWAY 14 FOR
 CP2784'2.8 MILES TO THE CENTER OF THE BRIDGE OVER THE SUNFLOWER RIVER.
 CP2784'CONTINUE EAST ON MISS. HIGHWAY 14 FOR 7.7 MILES TO A SIDE
 CP2784'ROAD RIGHT AT THE SHARKEY-HUMPHREYS COUNTY LINE.  TURN RIGHT
 CP2784'AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN THE
 CP2784'SOUTHWEST ANGLE.
 CP2784'
 CP2784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 CP2784'OF LOUISE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1320 ***********************************************************************
 CO1320  DESIGNATION -  COUNTY LINE LOT
 CO1320  PID         -  CO1320
 CO1320  STATE/COUNTY-  MS/NESHOBA
 CO1320  USGS QUAD   -  UNION EAST (1982)
 CO1320
 CO1320                         *CURRENT SURVEY CONTROL
 CO1320  ___________________________________________________________________
 CO1320* NAD 83(1993)-  32 35 17.12536(N)    089 04 35.45358(W)     ADJUSTED  
 CO1320* NAVD 88     -              **(meters)            **(feet)            
 CO1320  ___________________________________________________________________
 CO1320  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CO1320  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CO1320  HORZ ORDER  -  THIRD
 CO1320
 CO1320.The horizontal coordinates were established by classical geodetic methods
 CO1320.and adjusted by the National Geodetic Survey in May 1994.
 CO1320
 CO1320
 CO1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1320
 CO1320.The geoid height was determined by GEOID03.
 CO1320
 CO1320;                    North         East     Units Scale Factor Converg.
 CO1320;SPC MS E     -   342,386.636   277,170.003   MT  0.99995642   -0 07 51.5
 CO1320;SPC MS E     - 1,123,313.49    909,348.58   sFT  0.99995642   -0 07 51.5
 CO1320;UTM  16      - 3,607,526.761   305,106.246   MT  1.00006840   -1 07 07.5
 CO1320
 CO1320                          SUPERSEDED SURVEY CONTROL
 CO1320
 CO1320  NAD 83(1986)-  32 35 17.13648(N)    089 04 35.45515(W) AD(       ) 4
 CO1320  NAD 27      -  32 35 16.64022(N)    089 04 35.24701(W) AD(       ) 3
 CO1320
 CO1320.Superseded values are not recommended for survey control.
 CO1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1320.See file dsdata.txt to determine how the superseded data were derived.
 CO1320
 CO1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB0510607527(NAD 83)
 CO1320_MARKER: 57 = LOOKOUT TOWER
 CO1320
 CO1320  HISTORY     - Date     Condition        Report By
 CO1320  HISTORY     - 1970     FIRST OBSERVED   NGS
 CO1320
 CO1320                          STATION DESCRIPTION
 CO1320
 CO1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1320'THE STATION IS THE TOP CENTER OF THE COUNTY LINE, STATE FOREST
 CO1320'SERVICE LOOKOUT TOWER THAT IS LOCATED ABOUT 2 MILES EAST OF UNION
 CO1320'AND 0.2 MILE NORTH OF STATE HIGHWAY 492.  THE TOWER IS A FOUR
 CO1320'LEGGED STRUCTURE SURMOUNTED BY A SMALL HOUSE AND IS 100 FEET IN
 CO1320'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1800 ***********************************************************************
 EG1800  DESIGNATION -  COURTLAND
 EG1800  PID         -  EG1800
 EG1800  STATE/COUNTY-  MS/PANOLA
 EG1800  USGS QUAD   -  COURTLAND (1983)
 EG1800
 EG1800                         *CURRENT SURVEY CONTROL
 EG1800  ___________________________________________________________________
 EG1800* NAD 83(1993)-  34 14 54.37127(N)    089 56 14.81927(W)     ADJUSTED  
 EG1800* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 EG1800  ___________________________________________________________________
 EG1800  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EG1800  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EG1800  HORZ ORDER  -  THIRD
 EG1800
 EG1800.The horizontal coordinates were established by classical geodetic methods
 EG1800.and adjusted by the National Geodetic Survey in May 1994.
 EG1800
 EG1800.The orthometric height was scaled from a topographic map.
 EG1800
 EG1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1800
 EG1800.The geoid height was determined by GEOID03.
 EG1800
 EG1800;                    North         East     Units Scale Factor Converg.
 EG1800;SPC MS W     -   526,574.461   736,465.082   MT  0.99996638   +0 13 22.1
 EG1800;SPC MS W     - 1,727,603.04  2,416,219.19   sFT  0.99996638   +0 13 22.1
 EG1800;UTM  16      - 3,793,607.334   229,481.364   MT  1.00050217   -1 39 14.9
 EG1800;UTM  15      - 3,793,947.253   782,043.479   MT  1.00058069   +1 43 28.9
 EG1800
 EG1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1800!SPC MS W     -   0.99999317  x   0.99996638  =   0.99995955
 EG1800!UTM  16      -   0.99999317  x   1.00050217  =   1.00049533
 EG1800!UTM  15      -   0.99999317  x   1.00058069  =   1.00057385
 EG1800
 EG1800:                Primary Azimuth Mark                     Grid Az
 EG1800:SPC MS W     -  COURTLAND AZ MK                          006 33 12.5
 EG1800:UTM  16      -  COURTLAND AZ MK                          008 25 49.5
 EG1800:UTM  15      -  COURTLAND AZ MK                          005 03 05.7
 EG1800
 EG1800|---------------------------------------------------------------------|
 EG1800| PID    Reference Object                     Distance      Geod. Az  |
 EG1800|                                                           dddmmss.s |
 EG1800| CG3853 COURTLAND AZ MK                                    0064634.6 |
 EG1800| CG3854 COURTLAND RM 1                       23.057 METERS 01919     |
 EG1800| CG3855 COURTLAND RM 2                       27.180 METERS 30251     |
 EG1800|---------------------------------------------------------------------|
 EG1800
 EG1800                          SUPERSEDED SURVEY CONTROL
 EG1800
 EG1800  NAD 83(1986)-  34 14 54.38215(N)    089 56 14.81745(W) AD(       ) 3
 EG1800  NAD 27      -  34 14 53.98600(N)    089 56 14.48800(W) AD(       ) 3
 EG1800
 EG1800.Superseded values are not recommended for survey control.
 EG1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1800.See file dsdata.txt to determine how the superseded data were derived.
 EG1800
 EG1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2948193607(NAD 83)
 EG1800_MARKER: DS = TRIANGULATION STATION DISK
 EG1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1800
 EG1800  HISTORY     - Date     Condition        Report By
 EG1800  HISTORY     - 1956     MONUMENTED       CGS
 EG1800  HISTORY     - 1967     GOOD             MSHD
 EG1800  HISTORY     - 1980     MARK NOT FOUND   USGS
 EG1800  HISTORY     - 1981     GOOD             LOCSUR
 EG1800
 EG1800                          STATION DESCRIPTION
 EG1800
 EG1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1800'THE STATION IS AT THE NORTH SIDE OF SECTION 4, T 10 S, R 7 W, ABOUT 5
 EG1800'MILES SOUTH OF
 EG1800'BATESVILLE, 0.5 MILE NORTHEAST OF COURTLAND AND ON THE WEST
 EG1800'RIGHT-OF-WAY OF U S HIGHWAY
 EG1800'51, IN THE NORTH CORNER OF AN ANGLING
 EG1800'ROAD INTERSECTION.
 EG1800'
 EG1800'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE
 EG1800'HIGHWAY 6, AT BATESVILLE,
 EG1800'GO SOUTH ON U S HIGHWAY 51 FOR 4.3 MILES TO A DRIVEWAY
 EG1800'ON THE RIGHT AND AZIMUTH MARK ON
 EG1800'THE LEFT, AT THE EAST RIGHT-OF-WAY
 EG1800'FENCE LINE.  CONTINUE ON HIGHWAY FOR 0.25 MILE TO
 EG1800'WHERE TELEPHONE
 EG1800'LINES CROSS OVER THE HIGHWAY AND STATION ON THE RIGHT.
 EG1800'
 EG1800'STATION MARKS, ARE STANDARD DISKS, STAMPED COURTLAND 1956.  THE
 EG1800'SURFACE STATION MARK DISK IS
 EG1800'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 EG1800'ABOVE GROUND.  IT IS 272 FEET
 EG1800'NORTH-NORTHWEST OF THE ANGLING ROAD
 EG1800'INTERSECTION, 70 FEET WEST OF THE CENTER LINE OF
 EG1800'HIGHWAY, 36 FEET
 EG1800'EAST OF THE CENTER OF GRAVEL ROAD, 28 FEET SOUTHWEST OF A TELEPHONE
 EG1800'POLE, AND 2 FEET
 EG1800'NORTH OF A STANDARD WITNESS POST.  THE UNDERGROUND
 EG1800'STATION MARK DISK IS SET IN AN
 EG1800'IRREGULAR MASS OF CONCRETE 32 INCHES
 EG1800'BELOW GROUND.
 EG1800'
 EG1800'REFERENCE MARK 1, A STANDARD DISK, STAMPED COURTLAND NO 1 1956, IS
 EG1800'SET IN A SQUARE CONCRETE
 EG1800'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 52
 EG1800'FEET NORTH OF TELEPHONE POLE, 51
 EG1800'FEET WEST OF THE CENTER LINE OF
 EG1800'HIGHWAY, 26 FEET NORTH OF A ROAD RIGHT-OF-WAY
 EG1800'MARKER, IN FENCE
 EG1800'CORNER, AND 1.5 FEET WEST OF A FENCE LINE.
 EG1800'
 EG1800'REFERENCE MARK 2, A STANDARD DISK, STAMPED COURTLAND NO 2 1956, IS
 EG1800'SET IN A SQUARE CONCRETE
 EG1800'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 27
 EG1800'FEET SOUTH OF A GUY POLE FOR
 EG1800'TELEPHONE POLE, 23 FEET WEST OF THE
 EG1800'CENTER OF GRAVEL ROAD, AND 16 FEET
 EG1800'NORTH-NORTHWEST OF A T-FENCE
 EG1800'CORNER.
 EG1800'
 EG1800'AZIMUTH MARK, A STANDARD DISK, STAMPED COURTLAND 1956, IS SET IN A
 EG1800'SQUARE CONCRETE POST
 EG1800'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 65 FEET
 EG1800'NORTHEAST OF THE INTERSECTION OF
 EG1800'A FARM DRIVEWAY AND HIGHWAY 51, 55
 EG1800'FEET EAST OF THE CENTER LINE OF HIGHWAY 51, 47 FEET
 EG1800'NORTH OF A POWER
 EG1800'LINE POLE, WITH TRANSFORMER, AND 2 FEET SOUTH OF A STANDARD WITNESS
 EG1800'POST.
 EG1800'
 EG1800'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EG1800
 EG1800                          STATION RECOVERY (1967)
 EG1800
 EG1800'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1800'THE STATION WAS VISITED 2-9-67 AND ALL MARKS WERE FOUND IN GOOD
 EG1800'CONDITION.
 EG1800'
 EG1800'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE WEST OF INTERSTATE 55,
 EG1800'4.6 MILES SOUTHEAST OF
 EG1800'BATESVILLE ON A SMALL TRIANGULAR PLOT OF LAND, IN
 EG1800'BETWEEN U S HIGHWAY 51 AND A
 EG1800'GRAVELED ROAD, OWNED BY MR C E BEST AND
 EG1800'IS IN THE NE 0.25 OF SECTION 4, T10S, R7W.
 EG1800'
 EG1800'TO REACH FROM THE THIRD DISTRICT OFFICE OF THE MISSISSIPPI HIGHWAY
 EG1800'PATROL IN BATESVILLE GO
 EG1800'SOUTH ON U S HIGHWAY 51 FOR 0.25 MILE TO THE
 EG1800'INTERSECTION OF MISSISSIPPI
 EG1800'HIGHWAY 6.  CONTINUE SOUTH ON U S HIGHWAY
 EG1800'51 FOR 3.15 MILES TO A CROSSROADS.  CONTINUE
 EG1800'SOUTH ON U S HIGHWAY 51
 EG1800'FOR 0.95 MILE TO A FARM DRIVEWAY ON THE RIGHT AND A TRACK ROAD
 EG1800'AND THE AZIMUTH
 EG1800'ON THE LEFT, AS DESCRIBED.  CONTINUE SOUTH ON U S HIGHWAY
 EG1800'51 FOR 0.3 MILE TO A
 EG1800'CROSSROADS AND THE STATION ON THE RIGHT AS
 EG1800'DESCRIBED.
 EG1800'
 EG1800'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF AN 11 INCH
 EG1800'SQUARE CONCRETE
 EG1800'POSTS.
 EG1800'
 EG1800'THE STATION DISK IS STAMPED COURTLAND (1956) AND IS FLUSH WITH THE
 EG1800'GROUND.  IT IS 272 FEET
 EG1800'NORTH-NORTHWEST OF THE CENTER OF THE ANGLING CROSSROADS,
 EG1800'70 FEET WEST OF THE CENTER OF
 EG1800'HIGHWAY 51, 37 FEET EAST-NORTHEAST OF
 EG1800'THE CENTER OF THE GRAVELED ROAD, 27 FEET
 EG1800'SOUTHWEST OF THE FIRST
 EG1800'TELEPHONE POLE WEST OF HIGHWAY 51, 34 FEET NORTHWEST OF THE
 EG1800'EAST POST OF AN
 EG1800'INTERNATIONAL HARVEST SIGN AND 1.1 FOOT NORTH OF A METAL
 EG1800'WITNESS POST.
 EG1800'
 EG1800'RM 1 IS 86 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 73.5 FEET
 EG1800'SOUTHEAST OF A TELEPHONE
 EG1800'POLE WHERE THE WIRES TURN SLIGHTLY, 51.5 FEET NORTH OF
 EG1800'THE FIRST TELEPHONE POLE WEST OF
 EG1800'HIGHWAY 51, 51 FEET WEST OF THE
 EG1800'CENTER OF HIGHWAY 51, 26.5 FEET NORTH OF A RIGHT OF
 EG1800'WAY MARKER, 1.5
 EG1800'FEET WEST OF A RIGHT OF WAY FENCE, STAMPED COURTLAND NO 1 (1956) AND
 EG1800'PROJECTS 4 INCHES.
 EG1800'
 EG1800'RM 2 IS 56 FEET SOUTHWEST OF A TELEPHONE POLE WHERE THE WIRES TURN
 EG1800'SLIGHTLY, 27 FEET
 EG1800'SOUTH-SOUTHEAST OF A GUY POLE, 21 FEET WEST OF THE CENTER OF A
 EG1800'GRAVELED ROAD, 16 FEET
 EG1800'NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 EG1800'METAL WITNESS POST, IS STAMPED COURTLAND
 EG1800'NO 2 (1956) AND PROJECTS 4
 EG1800'INCHES.
 EG1800'
 EG1800'THE AZIMUTH MARK IS 65 FEET NORTHEAST OF THE CENTER OF THE
 EG1800'INTERSECTION OF THE
 EG1800'DRIVEWAY AND HIGHWAY 51, 55 FEET EAST OF THE CENTER OF HIGHWAY 51, 47
 EG1800'FEET NORTH OF A
 EG1800'POWER POLE WITH A TRANSFORMER, 21 FEET NORTH OF THE
 EG1800'CENTER OF THE TRACK ROAD, 1.2 FEET
 EG1800'SOUTH OF A METAL WITNESS POST, 1
 EG1800'FOOT EAST OF A RIGHT OF WAY FENCE, IS STAMPED
 EG1800'COURTLAND (1956) AND
 EG1800'PROJECTS 6 INCHES.
 EG1800
 EG1800                          STATION RECOVERY (1980)
 EG1800
 EG1800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (CDL)
 EG1800'MARK NOT FOUND.
 EG1800
 EG1800                          STATION RECOVERY (1981)
 EG1800
 EG1800'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EG1800'COURTLAND - 1956 RECOVERED EXCELLENT ALL RMS AND AZ MARKS ARE IN
 EG1800'THE CORRECT POSITION AND ALL MARKED BY WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1427 ***********************************************************************
 BV1427  DESIGNATION -  COWHILL
 BV1427  PID         -  BV1427
 BV1427  STATE/COUNTY-  MS/WAYNE
 BV1427  USGS QUAD   -  COPELAND (1986)
 BV1427
 BV1427                         *CURRENT SURVEY CONTROL
 BV1427  ___________________________________________________________________
 BV1427* NAD 83(1993)-  31 31 10.66920(N)    088 27 13.77779(W)     ADJUSTED  
 BV1427* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BV1427  ___________________________________________________________________
 BV1427  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 BV1427  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BV1427  HORZ ORDER  -  SECOND
 BV1427
 BV1427.The horizontal coordinates were established by classical geodetic methods
 BV1427.and adjusted by the National Geodetic Survey in May 1994.
 BV1427
 BV1427.The orthometric height was scaled from a topographic map.
 BV1427
 BV1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1427
 BV1427.The geoid height was determined by GEOID03.
 BV1427
 BV1427;                    North         East     Units Scale Factor Converg.
 BV1427;SPC MS E     -   223,949.725   336,044.750   MT  0.99996602   +0 11 54.3
 BV1427;SPC MS E     -   734,741.72  1,102,506.82   sFT  0.99996602   +0 11 54.3
 BV1427;SPC AL W     -   168,857.401   509,407.271   MT  1.00003452   -0 29 55.3
 BV1427;UTM  16      - 3,488,108.045   361,960.377   MT  0.99983502   -0 45 36.6
 BV1427
 BV1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1427!SPC MS E     -   0.99998873  x   0.99996602  =   0.99995475
 BV1427!SPC AL W     -   0.99998873  x   1.00003452  =   1.00002325
 BV1427!UTM  16      -   0.99998873  x   0.99983502  =   0.99982375
 BV1427
 BV1427:                Primary Azimuth Mark                     Grid Az
 BV1427:SPC MS E     -  COWHILL AZ MK                            024 14 27.4
 BV1427:SPC AL W     -  COWHILL AZ MK                            024 56 17.0
 BV1427:UTM  16      -  COWHILL AZ MK                            025 11 58.3
 BV1427
 BV1427|---------------------------------------------------------------------|
 BV1427| PID    Reference Object                     Distance      Geod. Az  |
 BV1427|                                                           dddmmss.s |
 BV1427| CG1454 COWHILL AZ MK                                      0242621.7 |
 BV1427| BV2039 COWHILL RM 1                         26.298 METERS 13933     |
 BV1427| BV2040 COWHILL RM 2                         22.936 METERS 24657     |
 BV1427|---------------------------------------------------------------------|
 BV1427
 BV1427                          SUPERSEDED SURVEY CONTROL
 BV1427
 BV1427  NAD 83(1993)-  31 31 10.67153(N)    088 27 13.77896(W) AD(       ) 2
 BV1427  NAD 83(1986)-  31 31 10.68373(N)    088 27 13.78003(W) AD(       ) 2
 BV1427  NAD 27      -  31 31 10.09500(N)    088 27 13.70100(W) AD(       ) 2
 BV1427
 BV1427.Superseded values are not recommended for survey control.
 BV1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1427.See file dsdata.txt to determine how the superseded data were derived.
 BV1427
 BV1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6196088108(NAD 83)
 BV1427_MARKER: DS = TRIANGULATION STATION DISK
 BV1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1427_SP_SET: CONCRETE POST
 BV1427_STAMPING: COWHILL 1939
 BV1427_MARK LOGO: CGS   
 BV1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1427+STABILITY: SURFACE MOTION
 BV1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1427+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 BV1427
 BV1427  HISTORY     - Date     Condition        Report By
 BV1427  HISTORY     - 1939     MONUMENTED       CGS
 BV1427  HISTORY     - 1939     GOOD             CGS
 BV1427  HISTORY     - 1956     GOOD             CGS
 BV1427  HISTORY     - 1961     GOOD             MSHD
 BV1427  HISTORY     - 1964     GOOD             MSHD
 BV1427  HISTORY     - 19910710 SEE DESCRIPTION  MSHD
 BV1427
 BV1427                          STATION DESCRIPTION
 BV1427
 BV1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1427'STATION IS LOCATED ON A LOW HILL WHICH IS LIGHTLY COVERED WITH SCRUB
 BV1427'OAK TREES AND LOCALLY KNOWN AS COW HILL. IN THE NE 1/4 OF SEC. 2, T
 BV1427'6 N, R 5 W. ABOUT 3 MILES ENE OF BATTLE AND ON LAND OWNED BY THE
 BV1427'BANK IN WAYNESBORO.
 BV1427'
 BV1427'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1427'BRONZE DISKS SET IN CONCRETE.
 BV1427'
 BV1427'REFERENCE MARK NO. 1 IS 41 FEET NE OF THE LOGGING TRAIL. THE MARK
 BV1427'PROJECTS 8 INCHES ABOVE THE GROUND AND IS STAMPED COWHILL
 BV1427'NO. 1 1939. THE REFERENCE MARK IS 86.28 FEET SSE OF THE STATION.
 BV1427'
 BV1427'REFERENCE MARK NO.2 IS 75.25 FEET WSW OF THE STATION AND 26 FEET SW
 BV1427'OF THE LOGGING TRAIL. THE MARK PROJECTS 8 INCHES ABOVE
 BV1427'THE GROUND AND IS STAMPED COWHILL NO. 2 1939.
 BV1427'
 BV1427'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 19 FEET E OF
 BV1427'THE CENTER LINE OF THE N-S ROAD. THE MARK PROJECTS 8
 BV1427'INCHES ABOVE THE GROUND AND IS STAMPED COWHILL 1939. TO REACH THE
 BV1427'AZIMUTH MARK FROM THE STATION DRIVE SSE 0.05 MILE TO THE N-S ROAD,
 BV1427'THEN TURN SHARP LEFT (N) AND DRIVE 0.3 MILE TO THE MARK ON THE
 BV1427'RIGHT.
 BV1427'
 BV1427'TO REACH THE STATION FROM BATTLE, AT THE MAIN STORE AND GULF GASOLINE
 BV1427'PUMP, DRIVE N 0.7 MILE ON A COUNTRY ROAD TO A T-ROAD TO RIGHT (PASS
 BV1427'NEW ROUTE 45 AT 0.3 MILE). TURN RIGHT AND DRIVE 1.7 MILES TO A
 BV1427'Y-INTERSECTION. TAKE LEFT FORK AND DRIVE 0.45 MILE, PASSING BY A
 BV1427'LEFT FORK AT 0.05 MILE, TO A WOODS ROAD TO THE LEFT AT THE TOP OF
 BV1427'THE GRADE. TRUCK TRAIL C-29 GOES RIGHT. TURN LEFT ON LOGGING
 BV1427'TRAIL AND DRIVE 0.05 MILE TO THE STATION ON THE RIGHT, 45 FEET NE
 BV1427'AT THE TOP OF THE HILL. THE MARK IS SET FLUSH
 BV1427'WITH THE GROUND AND IS STAMPED COWHILL 1939.
 BV1427'
 BV1427'A 50-FOOT TOWER IS NEEDED AT COWHILL TO CLEAR ALL LINES.
 BV1427'
 BV1427'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1427
 BV1427                          STATION RECOVERY (1939)
 BV1427
 BV1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 BV1427'RECOVERED IN GOOD CONDITION.
 BV1427
 BV1427                          STATION RECOVERY (1956)
 BV1427
 BV1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1427'THE STATION WAS VISITED ON OCTOBER 24, 1956. THE STATION AND ALL
 BV1427'MARKS WERE FOUND IN GOOD CONDITION. THE DESCRIPTION TO REACH THE
 BV1427'STATION WAS FOUND IN ERROR. A NEW TO REACH IS WRITTEN FROM STATE
 BV1427'LINE. A NEW DESCRIPTION FOLLOWS--
 BV1427'
 BV1427'THE STATION IS LOCATED ABOUT 3 MI. E-NE OF BATTLE, 6 MI. N-NE OF
 BV1427'STATE LINE, IN THE NE QUARTER OF SECTION 2, T 6 N, R 5 W, AND ON THE
 BV1427'TOP OF A LOW HILL LOCALLY KNOWN AS COWHILL. IT IS 60 PACES W OF A
 BV1427'N-S ROAD, 45 FT. N OF A TRACK ROAD, 67 FT. N-NW OF A FORK IN THE
 BV1427'TRACK ROAD, AND 6 FT. NE OF A PLOWED FIREBREAK. IT IS A STANDARD
 BV1427'DISK, STAMPED COWHILL 1939 AND FLUSH WITH THE GROUND.
 BV1427'
 BV1427'REFERENCE MARK 1 IS 86.28 FT. E OF THE STATION, 42 FT. NE OF THE
 BV1427'TRACK ROAD, 60 FT. N-NE OF THE FORKS IN THE TRACK ROAD, AND 95 FT. W
 BV1427'OF THE CENTER OF THE N-S ROAD. IT IS A STANDARD DISK, STAMPED
 BV1427'COWHILL NO 1 1939 AND PROJECTING 4 IN.
 BV1427'
 BV1427'REFERENCE MARK 2 IS 75.25 FT. SW OF THE STATION, ON THE SW SLOPE OF
 BV1427'THE HILL, IN THE CENTER OF THE FORKS OF THE TRACK ROAD, 28 FT. S OF
 BV1427'THE CENTER OF THE N FORK, AND 28 FT. N OF THE CENTER OF THE S FORK.
 BV1427'IT IS A STANDARD DISK, STAMPED COWHILL NO 2 1939 AND PROJECTING 8
 BV1427'IN.
 BV1427'
 BV1427'THE AZIMUTH MARK IS 0.3 MI. N-NE OF THE STATION, ON THE FIRST HILL N
 BV1427'OF THE STATION ON THE N-S ROAD, 20 FT. E OF THE CENTER OF THE ROAD,
 BV1427'AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD. IT IS A STANDARD DISK,
 BV1427'STAMPED COWHILL 1939 AND PROJECTING 8 IN.
 BV1427'
 BV1427'TO REACH THE STATION FROM THE RAILROAD STATION IN STATE LINE, GO N
 BV1427'ALONG THE E SIDE OF THE TRACK FOR 0.2 MI., TURN RIGHT AND GO 1.05
 BV1427'MI.  TO U.S. HIGHWAY 45, CROSS THE HIGHWAY AND TAKE THE N ROAD OF TWO
 BV1427'(OTHER IS U.S. HIGHWAY 84) AND GO NE FOR 5.4 MI. TO THE TOP OF
 BV1427'A GRADE AND THE STATION ON THE LEFT ABOUT 50 YD. W OF THE ROAD.
 BV1427'CONTINUE ON THE N-S ROAD FOR 0.3 MI. TO THE AZIMUTH MARK ON
 BV1427'THE RIGHT.
 BV1427
 BV1427                          STATION RECOVERY (1961)
 BV1427
 BV1427'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV1427'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BV1427'AND FOUND IN GOOD CONDITION. THE 1956 RECOVERY DESCRIPTION IS
 BV1427'CORRECT AND ADEQUATE.
 BV1427'
 BV1427'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 BV1427
 BV1427                          STATION RECOVERY (1964)
 BV1427
 BV1427'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1427'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1427'
 BV1427'THE 1956 DESCRIPTION IS ADEQUATE.
 BV1427'
 BV1427'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTHWEST OF THE STATION, 1.0
 BV1427'FOOT SOUTHWEST OF R.M. NO. 1 AND R.M. NO. 2, AND 1.0 FOOT WEST OF
 BV1427'THE AZIMUTH.
 BV1427'
 BV1427'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH
 BV1427'SQUARE, CONCRETE POSTS.
 BV1427'
 BV1427'THE STATION DISK IS STAMPED COWHILL 1939 AND THE MARK PROJECTS 1
 BV1427'INCH.
 BV1427
 BV1427                          STATION RECOVERY (1991)
 BV1427
 BV1427'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1427'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE REMAINS OF TWO
 BV1427'CONCRETE POST WERE FOUND IN THE AREA WITH THE DISK MISSING. THE AREA
 BV1427'SHOWS SIGNS OF EXCAVATION SO THE MARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2693 ***********************************************************************
 EH2693  DESIGNATION -  COX
 EH2693  PID         -  EH2693
 EH2693  STATE/COUNTY-  MS/TUNICA
 EH2693  USGS QUAD   -  ROBINSONVILLE (1981)
 EH2693
 EH2693                         *CURRENT SURVEY CONTROL
 EH2693  ___________________________________________________________________
 EH2693* NAD 83(1993)-  34 47 16.31470(N)    090 16 02.17692(W)     ADJUSTED  
 EH2693* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 EH2693  ___________________________________________________________________
 EH2693  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 EH2693  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH2693  HORZ ORDER  -  FIRST
 EH2693
 EH2693.The horizontal coordinates were established by classical geodetic methods
 EH2693.and adjusted by the National Geodetic Survey in May 1994.
 EH2693
 EH2693.The orthometric height was scaled from a topographic map.
 EH2693
 EH2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2693
 EH2693.The geoid height was determined by GEOID03.
 EH2693
 EH2693;                    North         East     Units Scale Factor Converg.
 EH2693;SPC MS W     -   586,342.350   706,045.897   MT  0.99995045   +0 02 15.7
 EH2693;SPC MS W     - 1,923,691.53  2,316,418.91   sFT  0.99995045   +0 02 15.7
 EH2693;UTM  15      - 3,852,922.117   750,041.213   MT  1.00037065   +1 33 35.8
 EH2693
 EH2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2693!SPC MS W     -   0.99999516  x   0.99995045  =   0.99994561
 EH2693!UTM  15      -   0.99999516  x   1.00037065  =   1.00036581
 EH2693
 EH2693|---------------------------------------------------------------------|
 EH2693| PID    Reference Object                     Distance      Geod. Az  |
 EH2693|                                                           dddmmss.s |
 EH2693| CY5890 COX RM 3                             31.717 METERS 09503     |
 EH2693| CY5888 COX RM 1                            129.220 METERS 10256     |
 EH2693| CY5889 COX RM 2                            APPROX. 2.5 KM 2024543.9 |
 EH2693| CY5891 COX RM 4                             94.433 METERS 20402     |
 EH2693| CY5887 COX AZ MK                                          3175922.7 |
 EH2693|---------------------------------------------------------------------|
 EH2693
 EH2693                          SUPERSEDED SURVEY CONTROL
 EH2693
 EH2693  NAD 83(1993)-  34 47 16.31735(N)    090 16 02.18111(W) AD(       ) 1
 EH2693  NAD 83(1986)-  34 47 16.32429(N)    090 16 02.17773(W) AD(       ) 1
 EH2693  NAD 27      -  34 47 15.96700(N)    090 16 01.83000(W) AD(       ) 1
 EH2693
 EH2693.Superseded values are not recommended for survey control.
 EH2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2693.See file dsdata.txt to determine how the superseded data were derived.
 EH2693
 EH2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5004152922(NAD 83)
 EH2693_MARKER: DS = TRIANGULATION STATION DISK
 EH2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2693
 EH2693  HISTORY     - Date     Condition        Report By
 EH2693  HISTORY     - 1929     MONUMENTED       CGS
 EH2693  HISTORY     - 1935     GOOD             CGS
 EH2693  HISTORY     - 1956     GOOD             CGS
 EH2693  HISTORY     - 1966     GOOD             MSHD
 EH2693  HISTORY     - 19750428 MARK NOT FOUND   USGS
 EH2693
 EH2693                          STATION DESCRIPTION
 EH2693
 EH2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2693'ABOUT 4.5 MILES SOUTHEAST OF ROBINSONVILLE, A TOWN ON UNITED
 EH2693'STATES ROUTE 61, IN CORNER OF COTTON FIELD, 30 FEET EAST OF
 EH2693'CENTER LINE OF ROBINSONVILLE-PRICHARD ROAD, 42 FEET NORTH
 EH2693'OF CENTER LINE OF LOST LAKE ROAD, AND 20.5 FEET NORTHEAST
 EH2693'OF NORTHEAST CORNER OF COTTON-WEIGHING SHACK.  SURFACE AND
 EH2693'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EH2693'UPPER MARK IS 1 FOOT BELOW SURFACE.
 EH2693'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EH2693'NO. 1 IS 18 FEET NORTH OF CENTER LINE OF LOST LAKE
 EH2693'ROAD, 35 FEET WEST OF NORTHWEST CORNER OF WOODEN BRIDGE,
 EH2693'AND 423.9 FEET FROM STATION.
 EH2693'NO. 2 IS 20 FEET EAST OF CENTER LINE OF
 EH2693'ROBINSONVILLE-PRICHARD ROAD, 74 FEET NORTH OF CENTER OF
 EH2693'EAST ABUTMENT OF SMALL CONCRETE CULVERT, AND 816.3 FEET FROM
 EH2693'STATION.
 EH2693
 EH2693                          STATION RECOVERY (1935)
 EH2693
 EH2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2693'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND
 EH2693'IN GOOD CONDITION.
 EH2693'
 EH2693'THE CONCRETE CULVERT 74 FEET S OF REFERENCE MARK NO.2 HAS
 EH2693'BEEN REPLACED BY A WOODEN BRIDGE.
 EH2693'
 EH2693'THE COTTON WEIGHING SHACK 20.5 FEET SW OF STATION HAS BEEN
 EH2693'REMOVED.
 EH2693
 EH2693                          STATION RECOVERY (1956)
 EH2693
 EH2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2693'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EH2693'REFERENCE MARKS NOS. 1 AND 2 HAVE BEEN DESTROYED.  TWO NEW
 EH2693'REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.
 EH2693'
 EH2693'A COMPLETE DESCRIPTION IS AS FOLLOWS- THE STATION IS ABOUT
 EH2693'8-1/2 MILES NORTHEAST OF TUNICA AND 3-1/2 MILES SOUTHEAST OF
 EH2693'THE VILLAGE OF ROBINSONVILLE, IN THE NORTHEAST ANGLE OF THE
 EH2693'T-JUNCTION OF THE LOST LAKE ROAD AND ROBINSONVILLE-PRICHARD
 EH2693'ROAD.  THE STATION IS AT THE SECTION LINE OF 28 AND 33, T 3
 EH2693'S, R 10 W, ON THE PROPERTY OF DR. G.E. IRVIN.
 EH2693'
 EH2693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 EH2693'STATE HIGHWAY 304 WHICH IS 0.8 MILE SOUTH OF THE VILLAGE OF
 EH2693'ROBINSONVILLE, GO EAST ON STATE HIGHWAY 304 FOR 0.65 MILE
 EH2693'TO CROSSROADS, TURN RIGHT, GRAVEL ROAD, GO 1.3 MILES TO A SIDE
 EH2693'ROAD LEFT, TURN LEFT, EAST, GO 1.25 MILE TO THE AZIMUTH MARK
 EH2693'ON THE RIGHT.  CONTINUE EAST, GRAVEL ROAD, FOR 0.15 MILE TO A
 EH2693'SIDE ROAD ON THE LEFT, CONTINUE EAST AND SOUTH FOR 0.3 MILE
 EH2693'TO THE STATION ON LEFT.
 EH2693'
 EH2693'STATION MARK, A STANDARD DISK, STAMPED COX 1929, IS SET IN A
 EH2693'SQUARE CONCRETE POST WHICH IS 22 INCHES BELOW SURFACE OF
 EH2693'GROUND.  IT IS 72 FEET NORTHWEST OF A POWER LINE POLE, WITH
 EH2693'TRANSFORMER, 42 FEET NORTH OF THE CENTER LINE OF ROAD WHICH
 EH2693'LEADS EAST, 30 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH
 EH2693'ROAD, 27.2 FEET WEST OF THE SOUTHWEST CORNER OF CONCRETE FLOOR,
 EH2693'AND 3 FEET EAST OF A STANDARD WITNESS POST.
 EH2693'
 EH2693'REFERENCE MARK 3, A STANDARD DISK, STAMPED COX NO 3 1929,
 EH2693'IS CEMENTED IN A DRILL HOLE IN A ROUND CONCRETE BASE FOR A
 EH2693'METAL TANK.  IT IS ON TOP OF CONCRETE BASE FOR THE SOUTH ONE
 EH2693'OF TWO METAL TANKS, ABOUT 50 FEET NORTH OF THE CENTER LINE OF
 EH2693'ROAD.
 EH2693'
 EH2693'REFERENCE MARK 4, A STANDARD DISK, STAMPED COX NO 4 1929, IS SET
 EH2693'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 EH2693'GROUND.  IT IS 125 FEET NORTH OF A CANAL, AND 19 FEET EAST
 EH2693'OF THE CENTER LINE OF ROAD, AND 1-1/2 FEET NORTH OF POWER LINE
 EH2693'POLE.
 EH2693'
 EH2693'AZIMUTH MARK, A STANDARD DISK, STAMPED COX 1929, IS SET IN
 EH2693'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 EH2693'IT IS ABOUT 1/2 MILE NORTHWEST OF THE STATION AT THE EAST
 EH2693'EDGE OF THE NORTH END OF A LOW HEDGE WHICH IS EAST OF MR. N.R.
 EH2693'POWELLS HOUSE, 78 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 EH2693'HOUSE, 27 FEET SOUTH OF THE CENTER LINE OF ROAD, 20 FEET
 EH2693'EAST OF THE EAST ENTRANCE OF DRIVEWAY, AND 1 FOOT NORTH OF A
 EH2693'STANDARD WITNESS POST.
 EH2693
 EH2693                          STATION RECOVERY (1966)
 EH2693
 EH2693'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH2693'THE STATION WAS VISITED 9-1-66 AND ALL MARKS WERE FOUND IN
 EH2693'GOOD CONDITION.
 EH2693'
 EH2693'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TUNICA GO
 EH2693'NORTH ON A CONCRETE STREET FOR 0.2 MILE TO MISSISSIPPI
 EH2693'HIGHWAY 4 ON THE RIGHT, TURN RIGHT (EAST) AND CONTINUE ON
 EH2693'HIGHWAY 4 FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 EH2693'61, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 61 FOR 10.2
 EH2693'MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 304, TURN RIGHT
 EH2693'(EAST) AND CONTINUE ON HIGHWAY 304 FOR 1.65 MILES TO A
 EH2693'CROSSROADS, TURN RIGHT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD
 EH2693'FOR 1.75 MILES TO A SIDE ROAD RIGHT AND A DRIVEWAY LEADING
 EH2693'TO THE N.R. POWELL HOUSE.  TO REACH THE AZIMUTH, TURN
 EH2693'LEFT EAST AND FOLLOW THE DRIVEWAY FOR 0.1 MILE TO THE
 EH2693'MARK ON THE RIGHT AS DESCRIBED.  TO REACH THE STATION
 EH2693'CONTINUE SOUTH ON A BLACKTOP ROAD FOR 0.35 MILE TO A
 EH2693'CROSSROADS, TURN LEFT (EAST) AND CONTINUE ON AN
 EH2693'ALL-WEATHER ROAD FOR 0.3 MILE TO A FIELD ROAD CROSSING,
 EH2693'TURN LEFT (NORTH) AND CONTINUE ON A FIELD ROAD FOR
 EH2693'APPROXIMATELY 100 FEET TO THE MARK ON THE RIGHT AS DESCRIBED.
 EH2693'(THE MARK IS IN A CULTIVATED FIELD).
 EH2693'
 EH2693'THE STATION DISK IS STAMPED COX (1929), 72 FEET NORTHWEST
 EH2693'OF A POWER POLE, 30 FEET EAST OF THE CENTER OF THE FIELD
 EH2693'ROAD, AND 27.2 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 EH2693'FLOOR.
 EH2693'
 EH2693'R.M. 3 IS CEMENTED IN A DRILL HOLE IN A ROUND CONCRETE BASE
 EH2693'FOR A METAL TANK AND STAMPED COX NO. 3 1929.
 EH2693'
 EH2693'R.M. 4 IS 19 FEET EAST OF THE CENTER OF A FIELD ROAD, 2 FEET
 EH2693'EAST OF A METAL WITNESS POST, 1.5 FEET NORTH OF A POWER POLE,
 EH2693'AND STAMPED COX NO. 4 1929.
 EH2693'
 EH2693'THE AZIMUTH MARK IS 78 FEET NORTHEAST OF THE NORTHEAST CORNER
 EH2693'OF THE HOUSE, 27 FEET SOUTH OF THE CENTER OF THE DRIVE, 14 FEET
 EH2693'SOUTH OF THE NORTHEAST CORNER FORMED BY HEDGES, 7.5 FEET EAST
 EH2693'OF A PECAN TREE, 1.5 FEET NORTH OF A WOODEN WITNESS POST,
 EH2693'AND STAMPED COX (1929).
 EH2693
 EH2693                          STATION RECOVERY (1975)
 EH2693
 EH2693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTF)
 EH2693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1419 ***********************************************************************
 CO1419  DESIGNATION -  COX
 CO1419  PID         -  CO1419
 CO1419  STATE/COUNTY-  MS/RANKIN
 CO1419  USGS QUAD   -  BRANDON (1982)
 CO1419
 CO1419                         *CURRENT SURVEY CONTROL
 CO1419  ___________________________________________________________________
 CO1419* NAD 83(1993)-  32 17 06.05876(N)    089 54 24.25013(W)     ADJUSTED  
 CO1419* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CO1419  ___________________________________________________________________
 CO1419  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CO1419  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CO1419  HORZ ORDER  -  FIRST
 CO1419
 CO1419.The horizontal coordinates were established by classical geodetic methods
 CO1419.and adjusted by the National Geodetic Survey in May 1994.
 CO1419
 CO1419.The orthometric height was scaled from a topographic map.
 CO1419
 CO1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1419
 CO1419.The geoid height was determined by GEOID03.
 CO1419
 CO1419;                    North         East     Units Scale Factor Converg.
 CO1419;SPC MS W     -   308,832.886   740,183.465   MT  0.99996990   +0 13 40.3
 CO1419;SPC MS W     - 1,013,229.23  2,428,418.58   sFT  0.99996990   +0 13 40.3
 CO1419;UTM  16      - 3,575,739.318   226,245.143   MT  1.00052428   -1 33 12.8
 CO1419
 CO1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1419!SPC MS W     -   0.99998172  x   0.99996990  =   0.99995162
 CO1419!UTM  16      -   0.99998172  x   1.00052428  =   1.00050599
 CO1419
 CO1419:                Primary Azimuth Mark                     Grid Az
 CO1419:SPC MS W     -  GULDE                                    062 17 12.5
 CO1419:UTM  16      -  GULDE                                    064 04 05.6
 CO1419
 CO1419|---------------------------------------------------------------------|
 CO1419| PID    Reference Object                     Distance      Geod. Az  |
 CO1419|                                                           dddmmss.s |
 CO1419| CO0878 GULDE                               APPROX. 4.8 KM 0623052.8 |
 CO1419| CF9457 COX RM 1                             68.641 METERS 23600     |
 CO1419| CO1421 BRANDON MUNICIPAL TANK              APPROX. 7.9 KM 2603254.2 |
 CO1419| CO0871 COX AZ MK                                          2763315.2 |
 CO1419| CF9458 COX RM 2                             32.327 METERS 31056     |
 CO1419| CF9459 COX RM 3                             24.063 METERS 33425     |
 CO1419|---------------------------------------------------------------------|
 CO1419
 CO1419                          SUPERSEDED SURVEY CONTROL
 CO1419
 CO1419  NAD 83(1986)-  32 17 06.07248(N)    089 54 24.24662(W) AD(       ) 1
 CO1419  NAD 27      -  32 17 05.54600(N)    089 54 23.95600(W) AD(       ) 1
 CO1419
 CO1419.Superseded values are not recommended for survey control.
 CO1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1419.See file dsdata.txt to determine how the superseded data were derived.
 CO1419
 CO1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2624575739(NAD 83)
 CO1419_MARKER: DS = TRIANGULATION STATION DISK
 CO1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1419+STABILITY: SURFACE MOTION
 CO1419
 CO1419  HISTORY     - Date     Condition        Report By
 CO1419  HISTORY     - 1931     MONUMENTED       CGS
 CO1419  HISTORY     - 1940     GOOD             BGCO
 CO1419  HISTORY     - 1945     GOOD             CGS
 CO1419  HISTORY     - 1957     GOOD             CGS
 CO1419  HISTORY     - 1961     GOOD             MSHD
 CO1419  HISTORY     - 1961     GOOD             CGS
 CO1419  HISTORY     - 1977     GOOD             MSHD
 CO1419
 CO1419                          STATION DESCRIPTION
 CO1419
 CO1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CO1419'STATION IS ABOUT 5 MILES E OF BRANDON AND 1/4 MILE SE OF RANKIN
 CO1419'RAILROAD STATION, ON WOODED LAND OWNED BY P.M. COX.  REACHED FROM
 CO1419'BRANDON BY U.S. HIGHWAY 80 E 5 MILES TOWARDS RANKIN, AND THENCE
 CO1419'S ON DIRT ROAD 0.1 MILE TO STATION.
 CO1419'
 CO1419'IT IS ABOUT 300 METERS SE OF COXS STORE, 50 METERS NE OF AN
 CO1419'UNPAINTED CABIN ON W SIDE OF ROAD, 27.2 METERS E OF DIRT ROAD,
 CO1419'7.2 METERS NW OF A 16-INCH PINE TREE, AND 6.8 METERS E OF
 CO1419'GARDEN.
 CO1419'
 CO1419'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1419'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1419'
 CO1419'REFERENCE MARK 1 IS ABOUT 60 METERS SW OF THE STATION, 6.7
 CO1419'METERS W OF ROAD, 1/3 METER E OF FENCE LINE, AND ABOUT 30 METERS
 CO1419'SE OF HOUSE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 CO1419'CONCRETE POST.
 CO1419'
 CO1419'REFERENCE MARK 2 IS NW OF THE STATION IN THE FENCE LINE 5
 CO1419'METERS W OF THE ROAD.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 CO1419'OF A CONCRETE POST.
 CO1419'
 CO1419'HEIGHT OF LIGHT ABOVE STATION MARK- 28 METERS.
 CO1419
 CO1419                          STATION RECOVERY (1940)
 CO1419
 CO1419'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1940
 CO1419'MARK WAS RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.
 CO1419
 CO1419                          STATION RECOVERY (1945)
 CO1419
 CO1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1419'STATION WAS RECOVERED AS DESCRIBED BY R.L.P. IN 1931.  A MEASUREMENT
 CO1419'WAS MADE TO REFERENCE MARK 1 WHICH WAS SHOWN ONLY AS AN APPROXIMATE
 CO1419'DISTANCE IN 1931.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO
 CO1419'REFERENCE MARK 2.  AT THE LAND OWNERS REQUEST, THE STATION MARK
 CO1419'WAS LOWERED TO 12 INCHES BELOW THE SURFACE OF THE GROUND.  AN
 CO1419'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY AND DESCRIBED IN THE
 CO1419'COMPLETE DESCRIPTION WHICH FOLLOWS-
 CO1419'
 CO1419'STATION IS LOCATED ABOUT 4.5 MILES E OF BRANDON AND 0.1 MILE
 CO1419'S OF U.S. HIGHWAY 80 ON LAND OWNED BY P.M. COX.  THE MARK IS
 CO1419'SITUATED NEAR THE CENTER OF A CULTIVATED FIELD AND 78 FEET DUE
 CO1419'E OF A GATE IN THE WIRE FENCE LINE.  THE DISK IS STAMPED COX 1931
 CO1419'AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 CO1419'
 CO1419'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARK ARE
 CO1419'STANDARD BRONZE DISKS SET IN CONCRETE.
 CO1419'
 CO1419'REFERENCE MARK 1 IS 225.25 FEET SW OF THE STATION, 23 FEET W OF
 CO1419'THE APPROXIMATE CENTER OF THE DIRT ROAD, 21 FEET NW OF A TELEPHONE
 CO1419'POLE, AND 1 FOOT E OF THE W RIGHT-OF-WAY FENCE LINE.  THE DISK IS
 CO1419'STAMPED COX NO 1 1931 AND PROJECTS ABOUT 8 INCHES ABOVE THE
 CO1419'GROUND.
 CO1419'
 CO1419'REFERENCE MARK 2 IS 106.06 FEET WNW OF THE STATION, 49 FEET NW
 CO1419'OF THE CENTER OF THE GATE, AND 13 FEET W OF THE APPROXIMATE
 CO1419'CENTER OF THE DIRT ROAD.  THE DISK IS STAMPED COX NO 2 1931 AND
 CO1419'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 CO1419'
 CO1419'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WNW OF THE STATION ON
 CO1419'A HIGH ROAD BANK, 54 FEET N OF THE APPROXIMATE CENTER OF U.S.
 CO1419'HIGHWAY 80, 11 FEET E OF AN OAK TREE WITH DOUBLE TRUNK, AND 5 FEET
 CO1419'W OF A STANDARD WITNESS POST.  THE DISK IS STAMPED COX 1945
 CO1419'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 CO1419'
 CO1419'TO REACH THE STATION FROM A STATUE IN THE MAIN SQUARE IN
 CO1419'BRANDON, GO E ON U.S. HIGHWAY 80 FOR 4.35 MILES TO THE AZIMUTH
 CO1419'MARK ON THE LEFT.  CONTINUE E FOR 0.3 MILE TO A DIRT T-ROAD
 CO1419'RIGHT.  TURN RIGHT AND GO S FOR 0.1 MILE TO A GATE ON THE LEFT
 CO1419'AND STATION AS DESCRIBED.
 CO1419'
 CO1419'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CO1419
 CO1419                          STATION RECOVERY (1957)
 CO1419
 CO1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1419'THE STATION WAS VISITED 4-16-57 AND ALL MARKS WERE FOUND IN
 CO1419'GOOD CONDITION.
 CO1419'
 CO1419'A NEW DESCRIPTION FOLLOWS-
 CO1419'
 CO1419'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF BRANDON, ABOUT 6
 CO1419'MILES WEST OF PELAHATCHEE, 0.1 MILE SOUTH OF U.S. HIGHWAY 80
 CO1419'AND THE E.P. PRINE STORE, AND ABOUT 0.15 MILE SOUTHEAST OF THE
 CO1419'SIDEING OF RANKIN ON THE ILLINOIS CENTRAL RAILROAD, IN THE
 CO1419'CENTER OF A CULTIVATED FIELD OWNED BY MR. P.M. COX.  IT IS ON
 CO1419'THE TOP OF A SMALL HOGSBACK BETWEEN TWO DRAWS, 91 FEET EAST OF
 CO1419'THE CENTER OF THE DIRT ROAD, 74 FEET EAST OF A LARGE BRACED
 CO1419'FENCE POST, 82 FEET EAST-NORTHEAST OF THREE PINE TREES GROWING
 CO1419'TOGETHER ON THE EAST SIDE OF THE ROAD, 128 FEET SOUTHEAST OF
 CO1419'A T FENCE CORNER AND 188 FEET NORTHWEST OF A LARGE 30 INCH
 CO1419'OAK TREE IN THE SOUTH DRAW.  IT IS A STANDARD DISK, STAMPED
 CO1419'COX 1931, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 CO1419'
 CO1419'REFERENCE MARK NO. 1 IS 225.25 FEET SOUTHWEST OF THE STATION, 38
 CO1419'FEET NORTH-NORTHEAST OF A POWER POLE, 2 FEET EAST OF A FENCE LINE,
 CO1419'23 FEET WEST OF THE CENTER OF THE DIRT ROAD, 36 FEET WEST-NORTHWEST
 CO1419'OF A LONE PINE TREE ON THE EAST SIDE OF THE ROAD, AND 65 FEET
 CO1419'SOUTH OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED COX
 CO1419'NO 1 1931, PROJECTING 6 INCHES.
 CO1419'
 CO1419'REFERENCE MARK NO. 2 IS 106.06 FEET WEST-NORTHWEST OF THE STATION,
 CO1419'15 FEET WEST OF THE CENTER OF THE DIRT ROAD, 44 FEET NORTHWEST OF
 CO1419'A BRACED FENCE POST, 57 FEET NORTHWEST OF THE THREE PINE TREES,
 CO1419'AND 90 FEET EAST-SOUTHEAST OF A POWER POLE.  IT IS A STANDARD
 CO1419'DISK, STAMPED COX NO 2 1931, PROJECTING 2 INCHES.
 CO1419'
 CO1419'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 54 FEET
 CO1419'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST
 CO1419'OF A POWER POLE, 10 FEET WEST OF A FORKED OAK TREE, 50 FEET WEST
 CO1419'OF THE PROJECTED CENTER OF THE SIDE ROAD LEADING SOUTH AND 58
 CO1419'FEET WEST OF A 24 INCH LONE PINE TREE.  IT IS A STANDARD DISK,
 CO1419'STAMPED COX 1945, PROJECTING 2 INCHES.
 CO1419'
 CO1419'TO REACH THE STATION FROM THE STATUE IN THE SQUARE IN BRANDON GO
 CO1419'EAST ON U.S. HIGHWAY 80 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE
 CO1419'LEFT, CONTINUE EAST FOR 0.3 MILES TO A SIDE ROAD RIGHT AND THE E.P.
 CO1419'PRINE STORE IN THE SOUTHEAST ANGLE, TURN RIGHT AND GO SOUTH WEST
 CO1419'FOR 0.1 MILE TO THE STATION ON THE LEFT AND REFERENCE MARK NO. 2
 CO1419'ON THE RIGHT.
 CO1419
 CO1419                          STATION RECOVERY (1961)
 CO1419
 CO1419'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1419'THE STATION WAS VISITED 7-27-61.  THE STATION, AZIMUTH MARK AND
 CO1419'R.M. NO. 1 WERE FOUND IN GOOD CONDITION.  EVIDENCE INDICATES THAT
 CO1419'R.M. NO. 2 WAS DESTROYED WHEN THE COUNTY ROAD WAS WIDENED AND
 CO1419'STRAIGHTENED.  THE 1957 RECOVERY NOTE FOR THE STATION, AZIMUTH
 CO1419'MARK AND R.M. NO. 1 IS ADEQUATE.
 CO1419'
 CO1419'THE FIELD MENTIONED IN PREVIOUS DESCRIPTION IS NO LONGER IN
 CO1419'CULTIVATION.
 CO1419'
 CO1419'A METAL WITNESS POST WAS SET 3 FEET EAST OF THE STATION.
 CO1419
 CO1419                          STATION RECOVERY (1961)
 CO1419
 CO1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CO1419'THE STATION WAS VISITED 8-10-61 AND THE STATION MARK, REFERENCE MARK
 CO1419'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 CO1419'NO. 2 WAS FOUND DESTROYED WITH THE DISK REMOVED.  REFERENCE MARK
 CO1419'MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE CULTIVATED FIELD
 CO1419'DESCRIBED IN THE 1957 DESCRIPTION BY R.A.G. HAS BEEN PLANTED IN
 CO1419'YOUNG PINE TREES.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 CO1419'STATION DUE TO TIMBER GROWTH.  A NEW DESCRIPTION FOLLOWS-
 CO1419'
 CO1419'THE STATION IS LOCATED 4.5 MILES EAST OF BRANDON, 6 MILES WEST OF
 CO1419'PELAHATCHIE, 0.1 MILE SOUTH OF U.S. HIGHWAY 80, AND ABOUT 0.15 MILE
 CO1419'SOUTHEAST OF THE RAILROAD SIDING OF RANKIN ON THE ILLINOIS CENTRAL
 CO1419'RAILROAD, IN THE CENTER OF AN OLD CULTIVATED FIELD NOW PLANTED IN
 CO1419'PINE TREES, OWNED BY MR. P.M. COX.  IT IS ON THE TOP OF A HOGBACK
 CO1419'BETWEEN TWO DRAWS, 91 FEET EAST OF THE CENTER OF A GRAVELED
 CO1419'ROAD, 74 FEET EAST OF A LARGE FENCE POST, 128 FEET SOUTHEAST OF
 CO1419'A T-FENCE CORNER, 188 FEET NORTHWEST OF A LARGE 30-INCH OAK TREE
 CO1419'IN THE SOUTH DRAW AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 CO1419'A STANDARD DISK, STAMPED COX 1931, 12 INCHES BELOW THE SURFACE OF
 CO1419'THE GROUND.
 CO1419'
 CO1419'REFERENCE MARK NO. 1 IS 225.20 FEET SOUTHWEST OF THE STATION,
 CO1419'38 FEET NORTH-NORTHEAST OF A POWER POLE, 6 FEET EAST OF A
 CO1419'FENCE LINE, 23 FEET WEST OF THE CENTER OF THE ROAD, 36 FEET
 CO1419'WEST-NORTHWEST OF A LONE PINE TREE ON THE EAST SIDE OF THE ROAD,
 CO1419'AND 65 FEET SOUTH OF A FENCE CORNER.  IT IS A STANDARD DISK,
 CO1419'STAMPED COX NO 1 1931, FLUSH WITH THE GROUND.
 CO1419'
 CO1419'REFERENCE MARK NO. 3 IS 78,95 FEET NORTHWEST OF THE STATION, 28
 CO1419'FEET EAST OF THE CENTER OF THE ROAD, 9 FEET EAST OF A 10-INCH SWEET
 CO1419'GUM TREE, 59.5 FEET SOUTH OF A T-FENCE CORNER, 41.5 FEET SOUTH OF
 CO1419'TWO OAK TREES IN A FENCE LINE AND 1 FOOT NORTHEAST OF A METAL
 CO1419'WITNESS POST.  IT IS A STANDARD DISK, STAMPED COX NO 3 1931,
 CO1419'PROJECTING 6 INCHES.
 CO1419'
 CO1419'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 54 FEET NORTH
 CO1419'OF THE CENTER OF U.S. HIGHWAY 80, 50 FEET WEST OF THE PROJECTED
 CO1419'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 10 FEET EAST OF A FORKED
 CO1419'OAK TREE, 1.5 FEET NORTHWEST OF A POWER POLE AND 1 FOOT NORTH OF A
 CO1419'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED COX 1945,
 CO1419'PROJECTING 2 INCHES.
 CO1419'
 CO1419'TO REACH THE STATION FROM THE SQUARE IN BRANDON, GO EAST ON U.S.
 CO1419'HIGHWAY 80 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 CO1419'EAST FOR 0.3 MILE TO A SIDE ROAD RIGHT AND THE E.P. PRINE STORE IN
 CO1419'THE SOUTHEAST ANGLE OF THE JUNCTION, TURN RIGHT AND GO SOUTHWEST
 CO1419'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CO1419
 CO1419                          STATION RECOVERY (1977)
 CO1419
 CO1419'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1419'THE STATION WAS VISITED 3-28-77 AND THE STATION MARK, RM NO 1, RM NO
 CO1419'3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CO1419'MARK IS NOT VISIBLE FROM THE STATION.
 CO1419'
 CO1419'THE STATION IS LOCATED 4.8 MILES EAST-NORTHEAST OF BRANDON ON THE
 CO1419'SOUTH EDGE OF THE LAWN OF MR. JIMMY MCGEE, 6.5 MILES WEST-SOUTHWEST
 CO1419'OF PELAHATCHIE, 0.1 MILE SOUTH OF U.S. HIGHWAY 80, 0.1 MILE NORTH
 CO1419'OF I-20 IN THE SOUTHEAST 1/4 OF SECTION 8, T 5N, R 4E.  IT IS 115
 CO1419'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 93 FEET
 CO1419'EAST OF THE CENTER OF A BLACK TOP ROAD, 64 FEET EAST OF A POWER
 CO1419'POLE WITH A TRANSFORMER AND A GUY WIRE, 40.5 FEET SOUTHWEST OF A
 CO1419'POWER SERVICE POLE, 33 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 CO1419'2.5 FEET WEST OF A METAL WITNESS POST AND IS 1 FOOT BELOW THE
 CO1419'GROUND.  IT IS A TRIANGULATION DISK, STAMPED COX 1931.
 CO1419'
 CO1419'REFERENCE MARK NO 1 IS 225.20 FEET SOUTHWEST OF THE STATION.  IT IS
 CO1419'93 FEET SOUTH OF THE CENTER OF A GAP, 37 FEET NORTH-NORTHEAST OF A
 CO1419'POWER POLE WITH A GUY WIRE, 27 FEET WEST OF THE CENTER OF A BLACK
 CO1419'TOP ROAD 6 FEET WEST OF A METAL WITNESS POST IN A FENCE LINE AND
 CO1419'PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED COX NO
 CO1419'1931.
 CO1419'
 CO1419'REFERENCE MARK NO 3 IS 78.95 FEET NORTHWEST OF THE STATION.  IT IS
 CO1419'112.5 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 79 FEET
 CO1419'NORTH OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 80 FEET
 CO1419'NORTHWEST OF A POWER SERVICE POLE, 41 FEET SOUTH OF A 10 INCH TWIN
 CO1419'OAK, 44 FEET NORTH OF THE CENTER OF A DRIVEWAY, 30 FEET EAST OF
 CO1419'THE CENTER OF A BLACK TOP ROAD, 9 FEET EAST OF A WOODEN FENCE, 1
 CO1419'FOOT NORTHEAST OF A METAL WITNESS POST AND PROJECTS 4 INCHES.
 CO1419'IT IS A REFERENCE MARK DISK, STAMPED COX NO 3 1931.
 CO1419'
 CO1419'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 114
 CO1419'FEET NORTHWEST OF POWER POLE NO. 354, 55 FEET NORTH OF THE CENTER OF
 CO1419'HIGHWAY 80, 51 FEET WEST OF A RIGHT OF WAY MARKER, 40 FEET WEST
 CO1419'OF THE PROJECTED CENTER OF A PRIVATE ROAD, 2.5 FEET WEST OF A
 CO1419'PROPERTY CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST ABOUT
 CO1419'5-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 CO1419'INCHES.  THIS IS A BENCH MARK ALSO.  IT IS AN AZIMUTH MARK DISK,
 CO1419'STAMPED COX 1945.
 CO1419'
 CO1419'TO REACH THE STATION FROM THE COURTHOUSE IN BRANDON GO EAST ON
 CO1419'U.S. HIGHWAY 80 FOR 2 MILES TO THE I-20 BRIDGES.  CONTINUE EAST ON
 CO1419'U.S. HIGHWAY 80 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CO1419'CONTINUE EAST ON U.S. HIGHWAY 80 FOR 0.3 MILE TO A SIDE ROAD RIGHT
 CO1419'(0.1 MILE BEYOND A SIDE ROAD LEFT).  TURN RIGHT AND GO SOUTH ON A
 CO1419'BLACK TOP ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CO1419'
 CO1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES
 CO1419'EAST-NORTHEAST OF BRANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0871 ***********************************************************************
 CO0871  DESIGNATION -  COX AZ MK
 CO0871  PID         -  CO0871
 CO0871  STATE/COUNTY-  MS/RANKIN
 CO0871  USGS QUAD   -  BRANDON (1982)
 CO0871
 CO0871                         *CURRENT SURVEY CONTROL
 CO0871  ___________________________________________________________________
 CO0871* NAD 83(1986)-  32 17 07.     (N)    089 54 46.     (W)     SCALED    
 CO0871* NAVD 88     -       133.816  (meters)     439.03   (feet)  ADJUSTED  
 CO0871  ___________________________________________________________________
 CO0871  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CO0871  DYNAMIC HT  -         133.660 (meters)     438.52  (feet)  COMP
 CO0871  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CO0871
 CO0871  VERT ORDER  -  FIRST     CLASS I
 CO0871
 CO0871.The horizontal coordinates were scaled from a topographic map and have
 CO0871.an estimated accuracy of +/- 6 seconds.
 CO0871
 CO0871.The orthometric height was determined by differential leveling
 CO0871.and adjusted in June 1991.
 CO0871
 CO0871.The geoid height was determined by GEOID03.
 CO0871
 CO0871.The dynamic height is computed by dividing the NAVD 88
 CO0871.geopotential number by the normal gravity value computed on the
 CO0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0871.degrees latitude (g = 980.6199 gals.).
 CO0871
 CO0871.The modeled gravity was interpolated from observed gravity values.
 CO0871
 CO0871;                    North         East    Units  Estimated Accuracy
 CO0871;SPC MS W     -   308,860.      739,610.      MT  (+/- 180 meters Scaled)
 CO0871
 CO0871                          SUPERSEDED SURVEY CONTROL
 CO0871
 CO0871  NGVD 29 (??/??/??)  133.816  (m)          439.03   (f) ADJUSTED    1 1
 CO0871
 CO0871.Superseded values are not recommended for survey control.
 CO0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0871.See file dsdata.txt to determine how the superseded data were derived.
 CO0871
 CO0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA256757(NAD 83)
 CO0871_MARKER: DZ = AZIMUTH MARK DISK
 CO0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0871_STAMPING: COX 1945
 CO0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0871+STABILITY: SURFACE MOTION
 CO0871
 CO0871  HISTORY     - Date     Condition        Report By
 CO0871  HISTORY     - 1945     MONUMENTED       CGS
 CO0871  HISTORY     - 1968     GOOD             NGS
 CO0871  HISTORY     - 1977     GOOD             MSHD
 CO0871
 CO0871                          STATION DESCRIPTION
 CO0871
 CO0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0871'4.75 MI E FROM BRANDON.
 CO0871'ABOUT 4.75 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY
 CO0871'COURTHOUSE AT BRANDON, 0.2 MILE WEST OF THE C.W. STEVENSONS GROCERY
 CO0871'STORE AND SERVICE STATION, 55 FEET NORTH OF THE CENTERLINE OF THE
 CO0871'HIGHWAY, 40 FEET WEST OF THE EXTENDED CENTERLINE OF A PRIVATE
 CO0871'DRIVEWAY, 51 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2
 CO0871'FEET NORTHWEST OF A BRACE POLE FOR A POWER LINE, 1.7 FEET NORTH OF A
 CO0871'METAL WITNESS POST, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 CO0871'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CO0871'THE SURFACE OF THE GROUND.  SEC 8, T 5N, R 4E.
 CO0871
 CO0871                          STATION RECOVERY (1977)
 CO0871
 CO0871'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0871'IT IS 114 FEET NORTHWEST OF POWER POLE NO. 354, 2.5 FEET WEST OF A
 CO0871'PROPERTY CORNER. THE BRACE POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2293 ***********************************************************************
 BH2293  DESIGNATION -  CRAB 2 1958
 BH2293  PID         -  BH2293
 BH2293  STATE/COUNTY-  MS/JACKSON
 BH2293  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2293
 BH2293                         *CURRENT SURVEY CONTROL
 BH2293  ___________________________________________________________________
 BH2293* NAD 83(1993)-  30 15 08.46009(N)    088 42 52.13959(W)     ADJUSTED  
 BH2293* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2293  ___________________________________________________________________
 BH2293  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2293  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BH2293  HORZ ORDER  -  THIRD
 BH2293
 BH2293.The horizontal coordinates were established by classical geodetic methods
 BH2293.and adjusted by the National Geodetic Survey in May 1994.
 BH2293
 BH2293.The orthometric height was scaled from a topographic map.
 BH2293
 BH2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2293
 BH2293.The geoid height was determined by GEOID03.
 BH2293
 BH2293;                    North         East     Units Scale Factor Converg.
 BH2293;SPC MS E     -    83,400.083   311,437.713   MT  0.99995161   +0 03 35.6
 BH2293;SPC MS E     -   273,621.77  1,021,775.23   sFT  0.99995161   +0 03 35.6
 BH2293;UTM  16      - 3,347,991.919   335,049.818   MT  0.99993568   -0 51 50.3
 BH2293
 BH2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2293!SPC MS E     -   1.00000406  x   0.99995161  =   0.99995567
 BH2293!UTM  16      -   1.00000406  x   0.99993568  =   0.99993974
 BH2293
 BH2293:                Primary Azimuth Mark                     Grid Az
 BH2293:SPC MS E     -  ROUND ISLAND SPIT LIGHT                  043 56 44.8
 BH2293:UTM  16      -  ROUND ISLAND SPIT LIGHT                  044 52 10.7
 BH2293
 BH2293|---------------------------------------------------------------------|
 BH2293| PID    Reference Object                     Distance      Geod. Az  |
 BH2293|                                                           dddmmss.s |
 BH2293| BH2299 ROUND ISLAND SPIT LIGHT             APPROX.11.4 KM 0440020.4 |
 BH2293|---------------------------------------------------------------------|
 BH2293
 BH2293                          SUPERSEDED SURVEY CONTROL
 BH2293
 BH2293  NAD 83(1993)-  30 15 08.47248(N)    088 42 52.13566(W) AD(       ) 3
 BH2293  NAD 83(1986)-  30 15 08.48255(N)    088 42 52.13015(W) AD(       ) 3
 BH2293  NAD 27      -  30 15 07.76500(N)    088 42 52.04720(W) AD(       ) 3
 BH2293
 BH2293.Superseded values are not recommended for survey control.
 BH2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2293.See file dsdata.txt to determine how the superseded data were derived.
 BH2293
 BH2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3505047992(NAD 83)
 BH2293_MARKER: DS = TRIANGULATION STATION DISK
 BH2293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2293_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BH2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2293
 BH2293  HISTORY     - Date     Condition        Report By
 BH2293  HISTORY     - 1958     MONUMENTED       CGS
 BH2293  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2293
 BH2293                          STATION DESCRIPTION
 BH2293
 BH2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2293'LOCATED ON THE NORTH SIDE OF HORN ISLAND, APPROXIMATELY 3.8 MILES
 BH2293'EAST OF THE WEST END OF THE ISLAND, APPROXIMATELY 1500 FEET EAST
 BH2293'OF THE EXTREMITY OF THE FIRST PROMINENT POINT EAST OF THE WEST END OF
 BH2293'THE ISLAND, ON A SAND BLUFF, 45 FEET SOUTH OF THE MHWL, 28 FEET
 BH2293'EAST OF A 6 INCH PINE TREE, 26 FEET NORTHWEST OF A 10 INCH PINE, AND
 BH2293'17 FEET NORTH OF AN 8 INCH PINE TREE.
 BH2293'
 BH2293'A STANDARD DISK STAMPED CRAB 2 1958 BRAZED TO THE TOP OF A 3 INCH
 BH2293'PIPE AND PROJECTING 2 FEET ABOVE THE GROUND.
 BH2293'
 BH2293'THERE ARE NO REFERENCE OR UNDERGROUND MARKS.
 BH2293'
 BH2293'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 BH2293
 BH2293                          STATION RECOVERY (1966)
 BH2293
 BH2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2293'LOST.  THE AREA WAS SEARCHED THOROUGHLY, BUT THE STATION WAS NOT
 BH2293'FOUND.  REFERENCES HAVE CHANGED AND SHORE ERODED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1769 ***********************************************************************
 DK1769  DESIGNATION -  CRAIG
 DK1769  PID         -  DK1769
 DK1769  STATE/COUNTY-  MS/LEFLORE
 DK1769  USGS QUAD   -  GREENWOOD (1982)
 DK1769
 DK1769                         *CURRENT SURVEY CONTROL
 DK1769  ___________________________________________________________________
 DK1769* NAD 83(1993)-  33 35 18.46812(N)    090 11 36.07462(W)     ADJUSTED  
 DK1769* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 DK1769  ___________________________________________________________________
 DK1769  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DK1769  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1769  HORZ ORDER  -  FIRST
 DK1769
 DK1769.The horizontal coordinates were established by classical geodetic methods
 DK1769.and adjusted by the National Geodetic Survey in May 1994.
 DK1769
 DK1769.The orthometric height was scaled from a topographic map.
 DK1769
 DK1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1769
 DK1769.The geoid height was determined by GEOID03.
 DK1769
 DK1769;                    North         East     Units Scale Factor Converg.
 DK1769;SPC MS W     -   453,311.182   712,993.339   MT  0.99995208   +0 04 38.8
 DK1769;SPC MS W     - 1,487,238.44  2,339,212.31   sFT  0.99995208   +0 04 38.8
 DK1769;UTM  15      - 3,720,058.202   760,471.597   MT  1.00043651   +1 33 12.9
 DK1769
 DK1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1769!SPC MS W     -   0.99999787  x   0.99995208  =   0.99994995
 DK1769!UTM  15      -   0.99999787  x   1.00043651  =   1.00043437
 DK1769
 DK1769|---------------------------------------------------------------------|
 DK1769| PID    Reference Object                     Distance      Geod. Az  |
 DK1769|                                                           dddmmss.s |
 DK1769| CY5895 CRAIG RM 1                           26.470 METERS 07118     |
 DK1769| CY5894 CRAIG AZ MK                                        0733144.9 |
 DK1769| CY5897 CRAIG RM 3                          104.412 METERS 08153     |
 DK1769| DK1756 GREENWOOD COMMUNITY TV MAST         APPROX. 7.8 KM 1444421.1 |
 DK1769| DK1758 GREENWOOD FED COMPRESS CO TANK      APPROX. 7.9 KM 1645544.7 |
 DK1769| DK1757 GREENWOOD COMPRESS CO TANK          APPROX. 8.3 KM 1675412.6 |
 DK1769| DK1760 GREENWOOD UNION COMPRESS CO TK      APPROX. 8.7 KM 1720623.7 |
 DK1769| DK1764 GREENWOOD MUNICIPAL TANK            APPROX. 8.0 KM 1733407.7 |
 DK1769| DK1768 GREENWOOD RADIO STA WGRM MAST       APPROX. 6.0 KM 1812024.3 |
 DK1769| DK1765 GREENWOOD YAZOO V OIL MILL TK       APPROX. 8.0 KM 1885242.5 |
 DK1769| DK1766 GREENWOOD RAD WABG CEN MAST         APPROX. 3.9 KM 1965858.8 |
 DK1769| CY5896 CRAIG RM 2                           64.673 METERS 21857     |
 DK1769| DK1824 ITTA BENA COMPRESS CO TANK          APPROX.16.4 KM 2280159.7 |
 DK1769| DK1829 ITTA BENA MUNICIPAL TANK            APPROX.15.8 KM 2285924.5 |
 DK1769| DK1826 ITTA BENA LEFLORE OIL CO TANK       APPROX.15.8 KM 2293925.4 |
 DK1769| DK1771 MIDVALLEY OIL CO MICROWAVE MST      APPROX.13.6 KM 3322739.9 |
 DK1769|---------------------------------------------------------------------|
 DK1769
 DK1769                          SUPERSEDED SURVEY CONTROL
 DK1769
 DK1769  NAD 83(1986)-  33 35 18.47918(N)    090 11 36.07155(W) AD(       ) 1
 DK1769  NAD 27      -  33 35 18.06000(N)    090 11 35.76900(W) AD(       ) 1
 DK1769
 DK1769.Superseded values are not recommended for survey control.
 DK1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1769.See file dsdata.txt to determine how the superseded data were derived.
 DK1769
 DK1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6047220058(NAD 83)
 DK1769_MARKER: DS = TRIANGULATION STATION DISK
 DK1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1769
 DK1769  HISTORY     - Date     Condition        Report By
 DK1769  HISTORY     - 1939     MONUMENTED       CGS
 DK1769  HISTORY     - 1945     GOOD             CGS
 DK1769  HISTORY     - 1957     GOOD             CGS
 DK1769  HISTORY     - 1959     GOOD             CGS
 DK1769  HISTORY     - 1960     GOOD             MSHD
 DK1769  HISTORY     - 1968     GOOD             CGS
 DK1769
 DK1769                          STATION DESCRIPTION
 DK1769
 DK1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1769'THIS STATION IS LOCATED ABOUT 5 MILES NORTH AND 1 MILE WEST OF
 DK1769'GREENWOOD, ON THE EAST SIDE OF THE GRAVEL ROAD, JUST SOUTH OF THE
 DK1769'SINCLAIR SERVICE STATION, IN THE NORTHWEST CORNER OF A CULTIVATED
 DK1769'FIELD IN SEC. 16, T. 20 N., R. 1 E., ON PROPERTY OWNED BY LORRAINE
 DK1769'AND RAYMOND CRAIG.  THE MARK IS 79 FEET EAST OF THE CENTER LINE
 DK1769'OF THE GRAVEL ROAD, 72.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 DK1769'OF THE SERVICE STATION, 32 FEET SOUTH OF THE CENTER LINE OF THE
 DK1769'EAST-WEST DIRT ROAD, 32 FEET EAST OF A WATER HYDRANT AND
 DK1769'PROJECTS 4 INCHES.
 DK1769'
 DK1769'TO REACH THE STATION FROM THE COURTHOUSE IN GREENWOOD GO NORTH
 DK1769'ON U.S. HIGHWAYS 82 AND 49E FOR 0.9 MILE, CONTINUE STRAIGHT
 DK1769'AHEAD FOR 0.4 MILE TO A STEEL BRIDGE OVER A BAYOU, CONTINUE
 DK1769'STRAIGHT AHEAD FOR 4.4 MILES TO THE SERVICE STATION ON THE RIGHT
 DK1769'AND THE STATION.
 DK1769'
 DK1769'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1769'BRONZE DISKS IN CONCRETE.
 DK1769'
 DK1769'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 12 FEET
 DK1769'SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET SOUTH OF THE
 DK1769'DITCH AND PROJECTS 4 INCHES.
 DK1769'
 DK1769'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 27 FEET WEST
 DK1769'OF THE CENTER LINE OF THE GRAVEL ROAD, 1.5 FEET WEST OF THE
 DK1769'FENCE LINE AND PROJECTS 6 INCHES.
 DK1769'
 DK1769'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, 60 FEET
 DK1769'NORTHWEST OF A NEGRO HOUSE, 30 FEET NORTHWEST OF A FENCE CORNER,
 DK1769'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND PROJECTS 6
 DK1769'INCHES.
 DK1769'
 DK1769'NO OBJECTS VISIBLE FROM THE GROUND.
 DK1769'
 DK1769'HEIGHT OF LIGHT ABOVE STATION 38 METERS.
 DK1769
 DK1769                          STATION RECOVERY (1945)
 DK1769
 DK1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RWE)
 DK1769'RECOVERED AS DESCRIBED AND IN GOOD CONDITION EXCEPT THAT SURFACE
 DK1769'MARKER IS NOW BURIED ABOUT 15 INCHES UNDERGROUND BY WASTE DIRT
 DK1769'FROM ROADSIDE DITCH.
 DK1769
 DK1769                          STATION RECOVERY (1957)
 DK1769
 DK1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1769'STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 DK1769'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 DK1769'WAS RECOVERED AND APPEARS TO HAVE BEEN TILTED BY FARM
 DK1769'MACHINERY.
 DK1769'
 DK1769'A REFERENCE MARK NO. 3 WAS ESTABLISHED.
 DK1769'
 DK1769'FOLLOWING IS A NEW DESCRIPTION.
 DK1769'
 DK1769'STATION IS APPROXIMATELY 5 MILES NORTH OF GREENWOOD, IN THE
 DK1769'NORTHWEST CORNER OF A CULTIVATED FIELD OWNED BY MR. RAYMOND CRAIG
 DK1769'JR., ON THE EAST SIDE OF THE ROAD LEADING FROM GREENWOOD TO
 DK1769'MONEY AND IN THE NORTHEAST QUARTER OF SECTION 21, T. 20 N., R. 1
 DK1769'E..
 DK1769'
 DK1769'TO REACH FROM THE COURTHOUSE IN GREENWOOD, GO NORTH ON U.S.
 DK1769'HIGHWAYS 82 AND 49 E (BUSINESS ROUTE) FOR 0.9 MILE TO WHERE THE
 DK1769'HIGHWAYS TURN EAST, CONTINUE STRAIGHT AHEAD, NORTH, ON THE ROAD
 DK1769'LEADING TO MONEY FOR 4.8 MILES TO A SIDE ROAD ON THE RIGHT, AT
 DK1769'THE ABANDONED CRAIGSIDE STORE, AND THE STATION ON THE RIGHT.
 DK1769'
 DK1769'STATION MARK, A STANDARD DISK STAMPED CRAIG 1939, IS SET IN THE
 DK1769'TOP OF A SQUARE CONCRETE POST WHICH IS 3 INCHES BELOW THE SURFACE
 DK1769'OF THE GROUND.  IT IS 79 FEET EAST OF THE CENTER OF THE HARD
 DK1769'SURFACE ROAD, 70 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DK1769'ABANDONED STORE, 31.5 FEET EAST OF A POWER LINE POLE, 28.5 FEET
 DK1769'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 15 FEET
 DK1769'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING.  A
 DK1769'STANDARD WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 DK1769'
 DK1769'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRAIG NO 1 1939,
 DK1769'IT IS 13 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND AT THE
 DK1769'SOUTH EDGE OF THE ROAD DITCH.
 DK1769'
 DK1769'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRAIG NO 2 1939,
 DK1769'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 DK1769'INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE HARD SURFACE
 DK1769'ROAD AND 4 FEET WEST OF SOME SLABS OF CONCRETE.
 DK1769'
 DK1769'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CRAIG NO 3 1939,
 DK1769'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 DK1769'INCHES.  IT IS 44 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 DK1769'22.5 FEET WEST OF A TELEPHONE POLE AND 20.5 FEET EAST OF THE
 DK1769'EAST RAIL OF RAILROAD TRACKS.
 DK1769'
 DK1769'AZIMUTH MARK, A STANDARD DISK STAMPED CRAIG 1939, IS SET IN
 DK1769'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 DK1769'IS 92 FEET EAST OF THE CENTER OF A ROAD FORK, 59.5 FEET WEST
 DK1769'OF A POWER LINE POLE, 24 FEET SOUTH OF THE CENTER OF A GRAVEL
 DK1769'ROAD AND 10 FEET NORTH OF THE POWER LINE.  A STANDARD WITNESS
 DK1769'POST WAS SET 1 FOOT EAST OF THE MARK.
 DK1769'
 DK1769'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 DK1769'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DK1769
 DK1769                          STATION RECOVERY (1959)
 DK1769
 DK1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DK1769'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DK1769'CONDITION, EXCEPT FOR THE FOLLOWING ADDITIONAL NOTES AND
 DK1769'CORRECTIONS--THE MEASUREMENT TO REFERENCE MARK 2 WAS FOUND TO
 DK1769'BE IN ERROR BY 0.08 FEET AND ALSO TO REFERENCE MARK 3 BY
 DK1769'0.10 FEET.
 DK1769'
 DK1769'A METAL, WITNESS SIGNPOST WAS SET 1.4 FEET NORTH OF THE STATION
 DK1769'MARK.
 DK1769'
 DK1769'REFERENCE MARK 2 IS 197 FEET SOUTH OF THE INTERSECTION OF THE
 DK1769'CENTER LINES OF THE SURFACED ROAD AND GRAVELED ROAD EAST.
 DK1769'
 DK1769'REFERENCE MARK 3 STANDS CORRECTED AS 22.5 FEET EAST-NORTHEAST OF
 DK1769'A TELEPHONE POLE AND 20.5 FEET WEST OF THE WEST RAIL OF
 DK1769'RAILROAD TRACKS.
 DK1769'
 DK1769'AZIMUTH MARK STANDS CORRECTED AS 102 FEET EAST OF A ROAD
 DK1769'FORK CENTER.  A METAL, WITNESS SIGNPOST WAS SET 1.4 FEET
 DK1769'EAST OF THE MARK.
 DK1769
 DK1769                          STATION RECOVERY (1960)
 DK1769
 DK1769'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1769'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE FOUND
 DK1769'AS DESCRIBED--REFERENCE MARK NO. 1 HAS BEEN PUSHED OVER ABOUT
 DK1769'8 INCHES FROM ITS ORIGINAL POSITION.  THE DESCRIPTION IS
 DK1769'ADEQUATE.
 DK1769'
 DK1769'THIS STATION WAS NOT OCCUPIED.
 DK1769
 DK1769                          STATION RECOVERY (1968)
 DK1769
 DK1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1769'THE STATION WAS VISITED 5-20-68 AND THE STATION MARK, REFERENCE
 DK1769'MARK NO. 2, NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1769'CONDITION.  AS STATED IN THE PREVIOUS DESCRIPTION R.M. 1 HAS
 DK1769'BEEN TILTED, AND WAS LEFT AS FOUND.
 DK1769'
 DK1769'THE STATION IS LOCATED 5.0 MILES NORTHWEST OF GREENWOOD AT
 DK1769'CRAIGSIDE IN THE SOUTHEAST ANGLE OF A T INTERSECTION IN THE
 DK1769'NORTHEAST 1/4 OF SEC. 21, T 20 N, R 1 E AND ON PROPERTY OWNED BY
 DK1769'MR. RAYMOND CRAIG, JR.  IT IS 29 FEET SOUTH OF THE CENTER
 DK1769'OF A GRAVEL ROAD, 84 FEET EAST OF THE CENTER OF THE BLACKTOP
 DK1769'ROAD, 85 FEET SOUTHEAST OF THE CENTER OF THE T INTERSECTION,
 DK1769'31 FEET EAST OF A POWER POLE WITH A GUY WIRE, 14.5 FEET
 DK1769'SOUTHEAST OF THE STORE, 43.5 FEET SOUTH-SOUTHEAST OF A FENCE
 DK1769'CORNER AND 1.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 DK1769'
 DK1769'IT IS A STANDARD TRIANGULATION DISK, STAMPED CRIAG 1939,
 DK1769'8-INCHES BELOW THE GROUND.
 DK1769'
 DK1769'REFERENCE MARK NO. 1 IS 86.84 FEET EAST-NORTHEAST OF THE
 DK1769'STATION, 12 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 DK1769'38 FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 33.5 FEET
 DK1769'SOUTHEAST OF A FENCE CORNER, 40 FEET SOUTH OF THE SOUTHWEST
 DK1769'CORNER OF A SHED WITH RED BRICK SIDING ON IT AND 1-FOOT WEST
 DK1769'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED CRAIG
 DK1769'NO 1 1939, PROJECTING 2-INCHES.
 DK1769'
 DK1769'REFERENCE MARK NO. 2 IS 212.28 FEET SOUTHWEST OF THE STATION.
 DK1769'IT IS 32 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 157
 DK1769'FEET NORTH-NORTHWEST OF A POWER POLE, 1.5 FEET WEST OF A POWER
 DK1769'LINE AND 1-FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DK1769'STANDARD REFERENCE MARK DISK STAMPED CRAIG NO 2 1939, PROJECTING
 DK1769'6-INCHES.
 DK1769'
 DK1769'REFERENCE MARK NO. 3 IS 342.64 FEET EAST-NORTHEAST OF THE
 DK1769'STATION, 43 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 20.5
 DK1769'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 41 FEET
 DK1769'SOUTHEAST OF A RAILROAD STOP SIGN, 44 FEET SOUTHEAST OF A
 DK1769'POWER GUY POLE, 49 FEET SOUTHWEST OF THE CENTER OF THE
 DK1769'CROSSING AND 1-FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DK1769'STANDARD REFERENCE MARK DISK STAMPED CRAIG NO 3 1939,
 DK1769'PROJECTING 4-INCHES.
 DK1769'
 DK1769'THE AZIMUTH MARK IS 0.4 MILE EAST-NORTHEAST OF THE STATION,
 DK1769'110 FEET EAST OF THE CENTER OF A T INTERSECTION, 24 FEET
 DK1769'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 59 FEET WEST OF A
 DK1769'POWER POLE WHERE THE WIRES FORM A T, 76 FEET NORTHEAST OF THE
 DK1769'CENTER OF A DIRT ROAD, 7 FEET NORTH OF A POWER LINE AND 1.5 FEET
 DK1769'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH
 DK1769'MARK DISK STAMPED CRAIG 1939, 6-INCHES BELOW THE GROUND.  THE
 DK1769'AZIMUTH WOULD SEE THE STATION WITH A SMALL AMOUNT OF CLEARING.
 DK1769'
 DK1769'TO REACH THE STATION FROM THE EAST SIDE OF THE LEFLORE COUNTY
 DK1769'COURTHOUSE IN GREENWOOD GO NORTHWEST ON FULTON STREET (WHICH
 DK1769'BECOMES GRAND BLVD. AFTER CROSSING THE YAZOO RIVER) FOR 1.45
 DK1769'MILES TO THE BRIDGE OVER THE TALLAHATCHIE RIVER, CONTINUE
 DK1769'NORTHWEST ON A BLACKTOP ROAD FOR 3.25 MILES TO THE ABANDONED
 DK1769'CRAIGSIDE STORE AND A SIDE ROAD AND THE STATION ON THE RIGHT
 DK1769'AS DESCRIBED.  TO REACH THE AZIMUTH, TURN RIGHT (EAST) AND
 DK1769'CONTINUE ON AN ALL WEATHER ROAD FOR 0.4 MILE TO A SIDE ROAD
 DK1769'AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK1769'
 DK1769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 DK1769'NORTHWEST OF GREENWOOD
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1901 ***********************************************************************
 DJ1901  DESIGNATION -  CRAIG
 DJ1901  PID         -  DJ1901
 DJ1901  STATE/COUNTY-  MS/MONROE
 DJ1901  USGS QUAD   -  PRAIRIE (1982)
 DJ1901
 DJ1901                         *CURRENT SURVEY CONTROL
 DJ1901  ___________________________________________________________________
 DJ1901* NAD 83(1993)-  33 48 53.70517(N)    088 39 54.21226(W)     ADJUSTED  
 DJ1901* NAVD 88     -        97.2    (meters)     319.     (feet)  VERTCON   
 DJ1901  ___________________________________________________________________
 DJ1901  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DJ1901  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1901  HORZ ORDER  -  FIRST
 DJ1901
 DJ1901.The horizontal coordinates were established by classical geodetic methods
 DJ1901.and adjusted by the National Geodetic Survey in May 1994.
 DJ1901
 DJ1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1901
 DJ1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1901
 DJ1901.The geoid height was determined by GEOID03.
 DJ1901
 DJ1901;                    North         East     Units Scale Factor Converg.
 DJ1901;SPC MS E     -   478,431.559   315,578.857   MT  0.99995299   +0 05 37.1
 DJ1901;SPC MS E     - 1,569,654.21  1,035,361.63   sFT  0.99995299   +0 05 37.1
 DJ1901;UTM  16      - 3,742,881.132   345,894.409   MT  0.99989277   -0 55 36.5
 DJ1901
 DJ1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1901!SPC MS E     -   0.99998908  x   0.99995299  =   0.99994207
 DJ1901!UTM  16      -   0.99998908  x   0.99989277  =   0.99988185
 DJ1901
 DJ1901:                Primary Azimuth Mark                     Grid Az
 DJ1901:SPC MS E     -  ABERDEEN MONROE CO COMP TANK             080 02 09.8
 DJ1901:UTM  16      -  ABERDEEN MONROE CO COMP TANK             081 03 23.4
 DJ1901
 DJ1901|---------------------------------------------------------------------|
 DJ1901| PID    Reference Object                     Distance      Geod. Az  |
 DJ1901|                                                           dddmmss.s |
 DJ1901| DJ1899 ABERDEEN MONROE CO COMP TANK        APPROX.11.3 KM 0800746.9 |
 DJ1901| DJ1898 ABERDEEN C C DAY CO TANK            APPROX.14.0 KM 0824725.0 |
 DJ1901| CF9464 CRAIG RM 1                           31.388 METERS 11118     |
 DJ1901| CF9463 CRAIG AZ MK RESET                                  1161904.9 |
 DJ1901| DJ1903 PRAIRIE TRADES TNG INST TANK        APPROX. 2.4 KM 1435222.1 |
 DJ1901| DJ1902 PRAIRIE TRADES TNG INST STACK       APPROX. 2.1 KM 1530857.8 |
 DJ1901| CF9462 CRAIG AZ MK                                        2022104.4 |
 DJ1901| CF9465 CRAIG RM 2                           30.718 METERS 24556     |
 DJ1901| DJ1904 TEXAS EAST TRANSM MICROWAVE         APPROX. 6.7 KM 3375817.4 |
 DJ1901|---------------------------------------------------------------------|
 DJ1901
 DJ1901                          SUPERSEDED SURVEY CONTROL
 DJ1901
 DJ1901  NAD 83(1993)-  33 48 53.71183(N)    088 39 54.21056(W) AD(       ) 1
 DJ1901  NAD 83(1986)-  33 48 53.71420(N)    088 39 54.21100(W) AD(       ) 1
 DJ1901  NAD 27      -  33 48 53.29700(N)    088 39 54.04100(W) AD(       ) 1
 DJ1901  NGVD 29 (07/19/86)   97.2    (m)          319.     (f) VERT ANG    3  
 DJ1901
 DJ1901.Superseded values are not recommended for survey control.
 DJ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1901.See file dsdata.txt to determine how the superseded data were derived.
 DJ1901
 DJ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4589442881(NAD 83)
 DJ1901_MARKER: DS = TRIANGULATION STATION DISK
 DJ1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1901
 DJ1901  HISTORY     - Date     Condition        Report By
 DJ1901  HISTORY     - 1935     MONUMENTED       CGS
 DJ1901  HISTORY     - 1949     GOOD             CGS
 DJ1901  HISTORY     - 1963     GOOD             MSHD
 DJ1901  HISTORY     - 1964     GOOD             CGS
 DJ1901
 DJ1901                          STATION DESCRIPTION
 DJ1901
 DJ1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1901'ABOUT 6 MILES WEST OF ABERDEEN, 1.2 MILES NORTH OF PRAIRIE, ON
 DJ1901'LAND OWNED AND OCCUPIED BY J.R. REEDY, 90 YARDS SOUTH-SOUTHEAST OF
 DJ1901'THE REEDY HOUSE, ABOUT 0.1 MILE EAST-NORTHEAST OF THE CRAIG HOME,
 DJ1901'IN THE SOUTHWEST ANGLE OF A TRIANGLE FORMED BY FARM ROADS, 65.2
 DJ1901'FEET SOUTHEAST OF A LONE PECAN TREE IN CULTIVATED FIELD, 81.2
 DJ1901'FEET SOUTH-SOUTHWEST OF A CORNER FENCE POST, 39.3 FEET NORTHWEST
 DJ1901'OF FENCE LINE.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE
 DJ1901'GROUND.
 DJ1901'
 DJ1901'TO REACH FROM THE CROSSROADS IN PRAIRIE, GO NORTH ON STATE HIGHWAY
 DJ1901'23 FOR 1.2 MILES TO T-ROAD RIGHT, TURN RIGHT AND GO ABOUT 0.1 MILE
 DJ1901'TO HOME OF J.R. REEDY AND STATION.
 DJ1901'
 DJ1901'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1901'BRONZE DISKS SET IN CONCRETE.
 DJ1901'
 DJ1901'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 2 FEET NORTH
 DJ1901'OF CORNER FENCE POST AND 7 YARDS SOUTHEAST OF FARM ROAD.
 DJ1901'
 DJ1901'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, 1 FOOT NORTH
 DJ1901'OF FENCE LINE, 3 YARDS SOUTH-SOUTHEAST OF FARM ROAD, AND 16
 DJ1901'FEET WEST OF THE WEST POST OF A BRACED FENCE SECTION.
 DJ1901'
 DJ1901'AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHWEST OF STATION IN STRIP OF
 DJ1901'LAND THAT LIES BETWEEN STATE HIGHWAY 23 AND RAILROAD TRACKS,
 DJ1901'10 YARDS SOUTH-SOUTHEAST OF RAILROAD STOP SIGN, 59 YARDS
 DJ1901'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 23 AND THE
 DJ1901'RAILROAD, 6 YARDS EAST OF CENTER LINE OF STATE HIGHWAY 23, AND
 DJ1901'14 YARDS WEST-SOUTHWEST OF THE WEST RAIL OF TRACK.
 DJ1901'
 DJ1901'A 50-FOOT TOWER REQUIRED.
 DJ1901'
 DJ1901'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DJ1901
 DJ1901                          STATION RECOVERY (1949)
 DJ1901
 DJ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1901'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION,
 DJ1901'HOWEVER DIFFERENCES WERE NOTED IN DISTANCES AND OBSERVED DIRECTIONS
 DJ1901'TO BOTH REFERENCE MARKS AND THE AZIMUTH MARK.  TWO SETS OF
 DJ1901'OBSERVATIONS TAKEN BY THIS PARTY WERE FOUND TO BE IN AGREEMENT.
 DJ1901'DESCRIPTION FOLLOWS-
 DJ1901'
 DJ1901'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF PRAIRIE, 0.2 MILE
 DJ1901'EAST OF A RAILROAD TRACK, ABOUT 100 YARDS SOUTH OF A FARM HOUSE,
 DJ1901'27 FEET SOUTHEAST OF THE CENTER OF A CURVE IN THE ROAD TO THE
 DJ1901'FARM HOUSE, AND 12 FEET SOUTHEAST OF A WITNESS POST.
 DJ1901'
 DJ1901'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE EAST EDGE
 DJ1901'OF THE BUSINESS DISTRICT IN PRAIRIE, GO WEST FOR 0.05 MILE, THEN
 DJ1901'RIGHT, NORTH, ON A GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK
 DJ1901'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.35 MILE TO A
 DJ1901'SIDE ROAD ON THE RIGHT, THEN RIGHT, EASTERLY, FOR 0.15 MILE
 DJ1901'TO THE STATION AS DESCRIBED.
 DJ1901'
 DJ1901'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 DJ1901'CRAIG 1935.
 DJ1901'
 DJ1901'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE INTERSECTION OF THREE
 DJ1901'WIRE FENCES, AND 1 FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS 3
 DJ1901'INCHES, AND THE DISK IS STAMPED CRAIG NO. 1 1935.
 DJ1901'
 DJ1901'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 DJ1901'ROAD.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED CRAIG NO 2.
 DJ1901'1935.
 DJ1901'
 DJ1901'THE AZIMUTH MARK IS 60 PACES SOUTH OF A RAILROAD CROSSING, 10 PACES
 DJ1901'SOUTH OF A STOP SIGN, 37.5 FEET WEST OF THE WEST RAIL OF THE
 DJ1901'RAILROAD TRACK, 22 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 DJ1901'AND 3 FEET NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES, AND THE
 DJ1901'DISK IS STAMPED CRAIG AZI. 1935.
 DJ1901'
 DJ1901'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 ARE STANDARD
 DJ1901'DISKS SET IN THE TOPS OF CONCRETE CYLINDERS.  REFERENCE MARK NO. 1
 DJ1901'IS A STANDARD DISK SET IN THE CENTER OF A 16-INCH SQUARE CONCRETE
 DJ1901'POST.
 DJ1901'
 DJ1901'HEIGHT OF LIGHT PLATE- 27 METERS.
 DJ1901
 DJ1901                          STATION RECOVERY (1963)
 DJ1901
 DJ1901'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1901'THE STATION WAS VISITED 1-3-63 AND THE STATION, R.M. 1 AND
 DJ1901'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 DJ1901'DESTROYED BY ROAD CONSTRUCTION.
 DJ1901'
 DJ1901'WITH THESE EXCEPTIONS THE 1949 RECOVERY IS ADEQUATE.
 DJ1901
 DJ1901                          STATION RECOVERY (1964)
 DJ1901
 DJ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 DJ1901'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DJ1901'CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK WHICH HAD BEEN
 DJ1901'DESTROYED.  A NEW AZIMUTH WAS SET.  NEITHER THE HORIZONTAL
 DJ1901'DIRECTIONS OR DISTANCES CHECKED WITH THE 1949 DISTANCES OR
 DJ1901'DIRECTIONS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DJ1901'
 DJ1901'STATION IS LOCATED ABOUT 6.0 MILES WEST OF ABERDEEN, 2.0 MILES
 DJ1901'EAST OF U.S. HIGHWAY 45, 1.0 MILE NORTH OF PRAIRIE, 0.2 MILE EAST
 DJ1901'OF A RAILROAD, ON THE APPROXIMATE WEST SIDE CENTER OF THE
 DJ1901'SOUTHWEST 1/4 OF SECTION 34, T 14S R6E.
 DJ1901'
 DJ1901'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 25 AND
 DJ1901'THE GULF, MOBILE AND OHIO RAILROAD IN PRAIRIE GO WEST 0.05 MILE
 DJ1901'TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT, NORTH AND GO 1.0 MILE
 DJ1901'TO A PRIVATE GRAVEL ROAD ON THE RIGHT, *CONTINUE AHEAD 0.25 MILE
 DJ1901'TO A PRIVATE DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO EASTERLY 0.1
 DJ1901'MILE TO THE STATION AS DESCRIBED.
 DJ1901'
 DJ1901'STATION DISK IS STAMPED CRAIG 1935 AND PROJECTS 4 INCHES.  IT IS
 DJ1901'ABOUT 100 YARDS SOUTH OF A HOUSE, 25 FEET SOUTHWEST OF THE CENTER
 DJ1901'OF A CURVE IN THE DRIVEWAY, 82 FEET SOUTHWEST OF A FENCE CORNER
 DJ1901'POST AND 40 FEET NORTHWEST OF A FENCE.
 DJ1901'
 DJ1901'REFERENCE MARK 1 IS STAMPED CRAIG NO. 1 1935 AND PROJECTS 2
 DJ1901'INCHES.  IT IS 10 FEET EAST OF A FENCE T INTERSECTION AND
 DJ1901'1.0 FOOT SOUTH OF A FENCE.
 DJ1901'
 DJ1901'REFERENCE MARK 2 IS STAMPED CRAIG NO. 2 1935 AND PROJECTS 2 INCHES.
 DJ1901'IT IS 15 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 DJ1901'NORTH OF A FENCE.
 DJ1901'
 DJ1901'*AZIMUTH MARK IS REACHED FROM THIS POINT BY GOING EAST ON THE GRAVEL
 DJ1901'ROAD 0.65 MILE TO THE INTERSECTION OF A FIELD ROAD LEADING NORTH,
 DJ1901'A GATE AND THE MARK ON THE LEFT.
 DJ1901'
 DJ1901'THE MARK IS A STANDARD, BRONZE DISK, STAMPED CRAIG 1935 RESET 1964
 DJ1901'AND IS SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST
 DJ1901'PROJECTING 2 INCHES.  IT IS 24 FEET NORTHEAST OF THE CENTER OF THE
 DJ1901'INTERSECTION OF THE GRAVEL ROAD AND THE FIELD ROAD, 14 FEET EAST
 DJ1901'OF THE CENTER OF THE FIELD ROAD AND GATE, 4 FEET SOUTH OF A WIRE
 DJ1901'FENCE, 4 FEET SOUTH-SOUTHWEST OF A FENCE CORNER POST, 1.0
 DJ1901'FOOT WEST OF A FENCE AND 2.0 FEET NORTH OF A METAL WITNESS
 DJ1901'POST.
 DJ1901'
 DJ1901'HEIGHT OF LIGHT ABOVE STATION MARK 47.61 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2223 ***********************************************************************
 BH2223  DESIGNATION -  CRANE
 BH2223  PID         -  BH2223
 BH2223  STATE/COUNTY-  MS/JACKSON
 BH2223  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2223
 BH2223                         *CURRENT SURVEY CONTROL
 BH2223  ___________________________________________________________________
 BH2223* NAD 83(1993)-  30 24 36.20740(N)    088 31 18.77894(W)     ADJUSTED  
 BH2223* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2223  ___________________________________________________________________
 BH2223  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH2223  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH2223  HORZ ORDER  -  SECOND
 BH2223
 BH2223.The horizontal coordinates were established by classical geodetic methods
 BH2223.and adjusted by the National Geodetic Survey in May 1994.
 BH2223
 BH2223.The orthometric height was scaled from a topographic map.
 BH2223
 BH2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2223
 BH2223.The geoid height was determined by GEOID03.
 BH2223
 BH2223;                    North         East     Units Scale Factor Converg.
 BH2223;SPC MS E     -   100,917.556   329,924.943   MT  0.99996104   +0 09 27.5
 BH2223;SPC MS E     -   331,093.68  1,082,428.75   sFT  0.99996104   +0 09 27.5
 BH2223;SPC AL W     -    45,897.515   501,814.175   MT  1.00005222   -0 31 02.3
 BH2223;UTM  16      - 3,365,207.357   353,816.668   MT  0.99986363   -0 46 13.8
 BH2223
 BH2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2223!SPC MS E     -   1.00000413  x   0.99996104  =   0.99996517
 BH2223!SPC AL W     -   1.00000413  x   1.00005222  =   1.00005635
 BH2223!UTM  16      -   1.00000413  x   0.99986363  =   0.99986776
 BH2223
 BH2223|---------------------------------------------------------------------|
 BH2223| PID    Reference Object                     Distance      Geod. Az  |
 BH2223|                                                           dddmmss.s |
 BH2223| BH0417 ELDER                               283.943 METERS 06950     |
 BH2223| DD7743 CRANE RM 2                           11.180 METERS 25740     |
 BH2223| BH2222 BIYOU                               APPROX. 0.7 KM 2841819.9 |
 BH2223| DD7742 CRANE RM 1                           28.610 METERS 32710     |
 BH2223|---------------------------------------------------------------------|
 BH2223
 BH2223                          SUPERSEDED SURVEY CONTROL
 BH2223
 BH2223  NAD 83(1993)-  30 24 36.21602(N)    088 31 18.77424(W) AD(       ) 2
 BH2223  NAD 83(1986)-  30 24 36.23232(N)    088 31 18.77135(W) AD(       ) 2
 BH2223  NAD 27      -  30 24 35.51100(N)    088 31 18.71300(W) AD(       ) 2
 BH2223
 BH2223.Superseded values are not recommended for survey control.
 BH2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2223.See file dsdata.txt to determine how the superseded data were derived.
 BH2223
 BH2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5381765207(NAD 83)
 BH2223_MARKER: DS = TRIANGULATION STATION DISK
 BH2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2223
 BH2223  HISTORY     - Date     Condition        Report By
 BH2223  HISTORY     - 1921     MONUMENTED       CGS
 BH2223  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2223  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH2223
 BH2223                          STATION DESCRIPTION
 BH2223
 BH2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2223'STATION IS 1-1/4 MILES N OF A AND M DEPOT AT MOSS POINT ON E (RIGHT)
 BH2223'SIDE OF TRACK, 50 METERS N OF ROAD LEADING TO MCINTOSH LUMBER
 BH2223'MILLS, 25 METERS W OF N SIDE OF M.W. CRANES RESIDENCE, 8.93 METERS OR
 BH2223'29.30 FEET E OF E AND NEAREST RAIL.
 BH2223'
 BH2223'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2223'SET IN CONCRETE.
 BH2223'
 BH2223'REFERENCE MARK NO. 1 IS ON SAME SIDE OF TRACK S OF STATION ALONG
 BH2223'FENCE LINE.
 BH2223'
 BH2223'REFERENCE MARK NO. 2 ON OPPOSITE SIDE OF TRACK 25 METERS N OF SAID
 BH2223'ROAD LEADING TO MILLS.
 BH2223
 BH2223                          STATION RECOVERY (1959)
 BH2223
 BH2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2223'NOT RECOVERED.  THE AREA WAS SEARCHED BUT NONE OF THE MARKS WERE
 BH2223'FOUND.  THE LUMBER MILLS ARE NO LONGER IN EXISTENCE.  THE AREA HAS
 BH2223'BEEN DUG DOWN TWO TO THREE FT AND THE MARKS WERE PROBABLY DESTROYED
 BH2223'BY THIS.
 BH2223
 BH2223                          STATION RECOVERY (1968)
 BH2223
 BH2223'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2223'THE STATION WAS VISITED 7-23-68 AND THE STATION MARK, REFERENCE MARK,
 BH2223'NO. 1, NO. 2, WERE NOT FOUND.
 BH2223'
 BH2223'THE STATION IS 1-1/4 MILES NORTH OF THE A AND M DEPOT AT MOSS POINT
 BH2223'ON THE EAST (RIGHT) SIDE OF THE TRACK, 50 METERS NORTH OF A ROAD
 BH2223'LEADING TO MCINTOSH LUMBER MILLS, 25 METERS WEST OF THE NORTH SIDE OF
 BH2223'M.W. CRANES RESIDENCE, 8.93 METERS OR 29.30 FEET EAST OF THE
 BH2223'EAST AND NEAREST RAIL.
 BH2223'
 BH2223'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2223'SET IN CONCRETE.
 BH2223'
 BH2223'REFERENCE MARK NO. 1 IS ON THE SAME SIDE OF THE TRACK SOUTH OF THE
 BH2223'STATION ALONG THE FENCE LINE.
 BH2223'
 BH2223'REFERENCE MARK NO. 2 IS ON THE OPPOSITE SIDE OF THE TRACK 23 METERS
 BH2223'NORTH OF SAID ROAD LEADING TO THE MILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0663 ***********************************************************************
 DJ0663  DESIGNATION -  CRAWFORD
 DJ0663  PID         -  DJ0663
 DJ0663  STATE/COUNTY-  MS/LOWNDES
 DJ0663  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0663
 DJ0663                         *CURRENT SURVEY CONTROL
 DJ0663  ___________________________________________________________________
 DJ0663* NAD 83(1993)-  33 18 05.80353(N)    088 36 48.84726(W)     ADJUSTED  
 DJ0663* NAVD 88     -        97.849  (meters)     321.03   (feet)  ADJUSTED  
 DJ0663  ___________________________________________________________________
 DJ0663  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DJ0663  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0663  DYNAMIC HT  -          97.743 (meters)     320.68  (feet)  COMP
 DJ0663  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DJ0663
 DJ0663  HORZ ORDER  -  FIRST
 DJ0663  VERT ORDER  -  FIRST     CLASS II
 DJ0663
 DJ0663.The horizontal coordinates were established by classical geodetic methods
 DJ0663.and adjusted by the National Geodetic Survey in May 1994.
 DJ0663
 DJ0663.The orthometric height was determined by differential leveling
 DJ0663.and adjusted in June 1991.
 DJ0663
 DJ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0663
 DJ0663.The geoid height was determined by GEOID03.
 DJ0663
 DJ0663.The dynamic height is computed by dividing the NAVD 88
 DJ0663.geopotential number by the normal gravity value computed on the
 DJ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0663.degrees latitude (g = 980.6199 gals.).
 DJ0663
 DJ0663.The modeled gravity was interpolated from observed gravity values.
 DJ0663
 DJ0663;                    North         East     Units Scale Factor Converg.
 DJ0663;SPC MS E     -   421,510.178   320,466.547   MT  0.99995516   +0 07 14.4
 DJ0663;SPC MS E     - 1,382,904.64  1,051,397.33   sFT  0.99995516   +0 07 14.4
 DJ0663;UTM  16      - 3,685,886.103   349,774.135   MT  0.99987825   -0 53 09.9
 DJ0663
 DJ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0663!SPC MS E     -   0.99998911  x   0.99995516  =   0.99994427
 DJ0663!UTM  16      -   0.99998911  x   0.99987825  =   0.99986736
 DJ0663
 DJ0663|---------------------------------------------------------------------|
 DJ0663| PID    Reference Object                     Distance      Geod. Az  |
 DJ0663|                                                           dddmmss.s |
 DJ0663| DJ0665 CRAWFORD RM 3                        28.257 METERS 02501     |
 DJ0663| DJ0664 CRAWFORD RM 1                        22.007 METERS 02739     |
 DJ0663| DJ1871 COLUMBUS MUNICIPAL TANK             APPROX.27.6 KM 0384315.8 |
 DJ0663| DJ1877 BROOKSVILLE MUNICIPAL TANK          APPROX. 8.1 KM 1592448.9 |
 DJ0663| DJ0662 CRAWFORD AZ MK                                     2741446.5 |
 DJ0663| DJ0667 CRAWFORD RM 4                        38.533 METERS 27834     |
 DJ0663| DJ0666 CRAWFORD RM 2                        39.417 METERS 28203     |
 DJ0663| DJ1891 STARKVILLE ST COLL PLANT CHIM       APPROX.23.3 KM 3162642.9 |
 DJ0663|---------------------------------------------------------------------|
 DJ0663
 DJ0663                          SUPERSEDED SURVEY CONTROL
 DJ0663
 DJ0663  NAD 83(1993)-  33 18 05.81039(N)    088 36 48.84536(W) AD(       ) 1
 DJ0663  NAD 83(1986)-  33 18 05.81307(N)    088 36 48.84700(W) AD(       ) 1
 DJ0663  NAD 27      -  33 18 05.36800(N)    088 36 48.68300(W) AD(       ) 1
 DJ0663  NGVD 29 (??/??/92)   97.811  (m)          320.90   (f) ADJ UNCH    1 2
 DJ0663
 DJ0663.Superseded values are not recommended for survey control.
 DJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0663.See file dsdata.txt to determine how the superseded data were derived.
 DJ0663
 DJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4977485886(NAD 83)
 DJ0663_MARKER: DS = TRIANGULATION STATION DISK
 DJ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ0663_STAMPING: CRAWFORD (1935)
 DJ0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0663
 DJ0663  HISTORY     - Date     Condition        Report By
 DJ0663  HISTORY     - 1935     MONUMENTED       CGS
 DJ0663  HISTORY     - 1953     GOOD             LOCENG
 DJ0663  HISTORY     - 1955     GOOD             CGS
 DJ0663  HISTORY     - 1963     GOOD             MSHD
 DJ0663  HISTORY     - 1966     GOOD             MSHD
 DJ0663  HISTORY     - 1966     GOOD             MSHD
 DJ0663  HISTORY     - 1970     GOOD             MSSU
 DJ0663  HISTORY     - 1971     GOOD             MSSU
 DJ0663  HISTORY     - 1980     GOOD             MSSU
 DJ0663  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0663
 DJ0663                          STATION DESCRIPTION
 DJ0663
 DJ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ0663'ON THE SOUTH SIDE OF U.S. HIGHWAY 25, 0.2 MILE EAST OF
 DJ0663'THE VILLAGE OF CRAWFORD ON PROPERTY OWNED BY B. SCALES, ON
 DJ0663'HIGH POINT OF GROUND OPPOSITE HOME OF DUTCH FRAZIER, 47.4 FEET
 DJ0663'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 25, 28.3 FEET SOUTH OF
 DJ0663'FENCE LINE (WIRE) AND 24 FEET NORTH-NORTHEAST OF BUNCH OF
 DJ0663'HEDGE TREES.
 DJ0663'
 DJ0663'TO REACH FROM RAILROAD STATION IN CRAWFORD, GO EAST ON U.S. HIGHWAY
 DJ0663'25 FOR 0.2 MILE TO WHITE HOUSE ON LEFT AND STATION ON RIGHT.
 DJ0663'
 DJ0663'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 DJ0663'DISKS SET IN CONCRETE.
 DJ0663'
 DJ0663'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF STATION, SET IN SIDEWALK
 DJ0663'LEADING TO THE FRAZIER HOUSE (WALK LABELED CARR) 15 FEET
 DJ0663'NORTH-NORTHWEST OF THE CENTER LINE OF ROAD, 12 FEET SOUTH-SOUTHEAST
 DJ0663'OF GATE.
 DJ0663'
 DJ0663'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, 3 FEET SOUTH OF
 DJ0663'FENCE LINE (WIRE), 10 FEET NORTHEAST OF BUNCH OF HEDGE TREES
 DJ0663'AND 20 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 25.
 DJ0663'
 DJ0663'AZIMUTH MARK IS 0.2 MILE WEST OF STATION, IN STEP AT EAST END
 DJ0663'OF SIDEWALK AT POST OFFICE IN CRAWFORD, 12 FEET EAST OF DOOR
 DJ0663'TO POST OFFICE, 40 FEET NORTH OF CENTER LINE OF STREET AND 10
 DJ0663'FEET SOUTH OF SOUTHEAST CORNER OF POST OFFICE.
 DJ0663'
 DJ0663'A 90-FOOT TOWER REQUIRED.
 DJ0663'
 DJ0663'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DJ0663
 DJ0663                          STATION RECOVERY (1953)
 DJ0663
 DJ0663'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (PIT)
 DJ0663'RECOVERED BY TURNER-PATTON ASSOCIATES
 DJ0663'
 DJ0663'LETTER OF MR. P.I. TURNER, C.E., 12 JORDAN AVE., WEST POINT,
 DJ0663'MISS., DATED JUNE 6, 1953-
 DJ0663'
 DJ0663'STATION RECOVERED IN GOOD CONDITION.
 DJ0663'
 DJ0663'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED DUE TO ROAD
 DJ0663'CONSTRUCTION.  TWO NEW REFERENCE MARKS R.M. NO. 3 AND R.M. NO. 4
 DJ0663'WERE ESTABLISHED.
 DJ0663'
 DJ0663'R.M. NO. 3 IS 0.2 MILES E ALONG ROAD FROM GULF, MOBILE AND OHIO R.R.
 DJ0663'STATION IN CRAWFORD, 2 FEET E OF CONCRETE WALK TO CARR RESIDENCE
 DJ0663'AND 6 FEET N OF PROPERTY LINE FENCE RUNNING ON SOUTH SIDE OF
 DJ0663'CARR PROPERTY.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DJ0663'CRAWFORD NO. 3 1952 AND IS 92.690 FEET NNE FROM STATION.
 DJ0663'
 DJ0663'R.M. NO. 4 IS 0.2 MILE E OF THE GULF, MOBILE AND OHIO RR STATION
 DJ0663'IN CRAWFORD, APPROXIMATELY 158 FEET SW OF THE CARR RESIDENCE, AND
 DJ0663'31 FEET S OF CENTER LINE OF NEW ROAD LOCATION.  IT IS A STANDARD
 DJ0663'REFERENCE MARK DISK STAMPED CRAWFORD NO. 4 1953, AND IS 126.36
 DJ0663'FEET WNW FROM STATION.
 DJ0663'
 DJ0663'THE ANGLE BETWEEN R.M. NO. 3 AND R.M. NO. 4 AS STATION MARK
 DJ0663'IS 106 DEG 26 MIN 45 SEC.
 DJ0663
 DJ0663                          STATION RECOVERY (1955)
 DJ0663
 DJ0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0663'STATION WAS RECOVERED AND STATION MARK AND THE AZIMUTH MARK WERE
 DJ0663'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 DJ0663'NO. 2 HAVE EVIDENTLY BEEN DESTROYED.  REFERENCE MARK NO. 3 AND
 DJ0663'REFERENCE MARK NO. 4 WERE RECOVERED BUT THIS OFFICE HAS NO
 DJ0663'INFORMATION OR DESCRIPTIONS CONCERNING THESE TWO MARKS.  U.S.
 DJ0663'HIGHWAY 25 MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW AN
 DJ0663'UNMARKED PAVED ROAD.  A COMPLETE NEW DESCRIPTION FOLLOWS- STATION
 DJ0663'IS LOCATED ON THE PROPERTY OF MATTIE S. CARR IN THE SOUTHEAST
 DJ0663'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 45W AND A PAVED
 DJ0663'ROAD AT THE EAST SIDE OF CRAWFORD.  IT IS 439 FEET EAST OF
 DJ0663'THE CENTER OF THE INTERSECTION, 48 FEET SOUTH OF THE
 DJ0663'CENTER OF THE PAVED ROAD AND 18 FEET SOUTH OF A WHITE
 DJ0663'WITNESS POST AND A FENCE.  THE MARK PROJECTS ABOUT 8
 DJ0663'INCHES AND THE DISK IS STAMPED CRAWFORD 1935.
 DJ0663'
 DJ0663'REFERENCE MARK NO. 3 IS 92.70 FEET NORTHEAST OF THE STATION.  IT
 DJ0663'IS 54 FEET SOUTH OF THE STEPS LEADING TO A FRAME HOUSE, 37 FEET
 DJ0663'NORTH OF THE CENTER OF THE ROAD, 2 FEET EAST OF THE EAST EDGE OF A
 DJ0663'SIDEWALK AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND
 DJ0663'THE DISK IS STAMPED CRAWFORD NO 3 1952.
 DJ0663'
 DJ0663'REFERENCE MARK NO 4 IS 126.42 FEET WEST OF THE STATION.  IT IS 32
 DJ0663'FEET SOUTH OF THE CENTER OF THE ROAD, 29 FEET EAST OF A 10 INCH ELM
 DJ0663'TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 DJ0663'IS STAMPED CRAWFORD NO 4 1953.
 DJ0663'
 DJ0663'AZIMUTH MARK IS IN THE SOUTH END OF THE CONCRETE STEP LEADING
 DJ0663'TO A BRICK BUILDING (CRAWFORD POST OFFICE) 0.2 MILE WEST OF THE
 DJ0663'STATION, 40 FEET NORTH OF THE CENTER OF A PAVED STREET AND 10
 DJ0663'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING.  IT IS A
 DJ0663'PAVED STREET AND 10 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DJ0663'BUILDING.  IT IS A REFERENCE MARK DISK SET FLUSH IN A DRILLHOLE
 DJ0663'IN THE CONCRETE STEP AND STAMPED CRAWFORD AZI. 1935.
 DJ0663'
 DJ0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED
 DJ0663'ROAD FOR 0.1 MILE TO STATE HIGHWAY 45W.  CONTINUE WEST ON PAVED
 DJ0663'STREET FOR 0.1 MILE TO A LARGE BRICK BUILDING ON THE RIGHT AND
 DJ0663'THE MARK ON THE RIGHT AS DESCRIBED.
 DJ0663'
 DJ0663'DISTANCE AND DIRECTIONS TO REFERENCE MARKS AND THE AZIMUTH MARK.
 DJ0663'
 DJ0663'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ0663
 DJ0663                          STATION RECOVERY (1963)
 DJ0663
 DJ0663'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0663'THE STATION WAS VISITED 3-19-63 AND ALL MARKS WERE FOUND IN
 DJ0663'GOOD CONDITION.  THE 1955 RECOVERY BY E.L. JONES IS ADEQUATE.
 DJ0663'
 DJ0663'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND RM
 DJ0663'4 AND 1.0 FOOT SOUTH OF RM 3.
 DJ0663
 DJ0663                          STATION RECOVERY (1966)
 DJ0663
 DJ0663'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0663'THE STATION WAS VISITED 5-31-66 AND ALL MARKS WERE FOUND IN GOOD
 DJ0663'CONDITION.
 DJ0663'
 DJ0663'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CRAWFORD GO
 DJ0663'NORTHEAST ON A BLACKTOP STREET FOR 0.15 MILE TO THE AZIMUTH ON THE
 DJ0663'LEFT IN THE EAST STEP OF THE OLD POST OFFICE.  TO REACH THE
 DJ0663'STATION CONTINUE NORTHEAST ON A BLACKTOP STREET FOR 0.15 MILE TO
 DJ0663'THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, CONTINUE
 DJ0663'NORTHEAST ON A BLACKTOP ROAD FOR 0.08 MILE TO A LARGE ABANDONED
 DJ0663'WHITE HOUSE ON THE LEFT AND THE STATION ON THE RIGHT AS
 DJ0663'DESCRIBED.  THE STATION DISK IS STAMPED CRAWFORD (1935).
 DJ0663'
 DJ0663'IT IS 48 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 18 FEET
 DJ0663'SOUTH OF A FENCE, AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 DJ0663'
 DJ0663'R.M. 3 IS 65 FEET SOUTHWEST OF SOUTHEAST CORNER OF THE HOUSE, 39
 DJ0663'FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 33 FEET EAST OF
 DJ0663'A 20 INCH CEDAR, 5 FEET EAST OF THE CENTER OF A WALK, 1.3 FEET
 DJ0663'SOUTH OF A FENCE, 0.9 FEET NORTH OF A METAL WITNESS POST, AND
 DJ0663'STAMPED CRAWFORD NO. 3 (1952).
 DJ0663'
 DJ0663'R.M. 4 IS 32 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 1.7 FEET
 DJ0663'SOUTH OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, AND
 DJ0663'STAMPED CRAWFORD NO. 4 (1953).
 DJ0663'
 DJ0663'THE AZIMUTH MARK IS 150 FEET WEST OF THE CENTER OF THE RAILROAD
 DJ0663'TRACK, 47 FEET NORTH OF THE CENTER ON THE STREET, 26 FEET WEST OF
 DJ0663'A POWER POLE, 10 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD
 DJ0663'POST OFFICE, AND STAMPED CRAWFORD AZI (1935).
 DJ0663
 DJ0663                          STATION RECOVERY (1966)
 DJ0663
 DJ0663'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0663'0.37 MI NE FROM CRAWFORD.
 DJ0663'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0663'BLACKTOP ROAD FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0663'45 WEST, CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR 0.07 MILE TO THE
 DJ0663'STATION ON THE RIGHT AS DESCRIBED.  IT IS 48 FEET SOUTH OF THE CENTER
 DJ0663'OF THE BLACKTOP ROAD, 18 FEET SOUTH OF A FENCE, AND 1.2 FEET SOUTH OF
 DJ0663'A METAL WITNESS POST.
 DJ0663
 DJ0663                          STATION RECOVERY (1970)
 DJ0663
 DJ0663'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 DJ0663'CRAWFORD 1935 RECOVERED GOOD.  27 FEET WEST OF 9 INCH CEDAR 23 FEET
 DJ0663'NORTH OF 9 INCH CEDAR.
 DJ0663'
 DJ0663'CRAWFORD NO 3 1952 RECOVERED GOOD.
 DJ0663'
 DJ0663'CRAWFORD NO 4 1953 RECOVERED GOOD.
 DJ0663'
 DJ0663'CRAWFORD AZ 1 1935 RECOVERED GOOD.  OLD POST OFFICE IS EASTERN MOST
 DJ0663'BLDG. OF A GROUP OF BRICK BLDG.
 DJ0663'
 DJ0663'PREVIOUS DESCRIPTIONS BY ELJ AND MSHD ADEQUATE.
 DJ0663
 DJ0663                          STATION RECOVERY (1971)
 DJ0663
 DJ0663'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (RRB)
 DJ0663'CRAWFORD (1935) RECOVERED GOOD.
 DJ0663'
 DJ0663'CRAWFORD NO. 3 (1952) RECOVERED GOOD.
 DJ0663'
 DJ0663'CRAWFORD NO. 4 (1953) RECOVERED GOOD.
 DJ0663'
 DJ0663'CRAWFORD AZ 1 (1935) RECOVERED GOOD.
 DJ0663'
 DJ0663'LARGE WHITE HOUSE TORN DOWN.
 DJ0663'
 DJ0663'R.M. 3 IS NOW LOCATED 6.6 FEET NORTH OF A NEW FENCE.
 DJ0663
 DJ0663                          STATION RECOVERY (1980)
 DJ0663
 DJ0663'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ0663'STATION, REFERENCE MARKS 3, 4, AND AZIMUTH MARK RECOVERED IN GOOD
 DJ0663'CONDITION.
 DJ0663
 DJ0663                          STATION RECOVERY (1983)
 DJ0663
 DJ0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0663'NOT RECOVERED AT THIS TIME, PRIVATE PROPERTY AND WAS ADVISED NOT TO
 DJ0663'CROSS THE FENCE WITHOUT OWNERS PERMISSION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1367 ***********************************************************************
 CO1367  DESIGNATION -  CRAWFORD
 CO1367  PID         -  CO1367
 CO1367  STATE/COUNTY-  MS/SCOTT
 CO1367  USGS QUAD   -  HILLSBORO (1982)
 CO1367
 CO1367                         *CURRENT SURVEY CONTROL
 CO1367  ___________________________________________________________________
 CO1367* NAD 83(1993)-  32 26 13.01096(N)    089 33 28.66522(W)     ADJUSTED  
 CO1367* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 CO1367  ___________________________________________________________________
 CO1367  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CO1367  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CO1367  HORZ ORDER  -  SECOND
 CO1367
 CO1367.The horizontal coordinates were established by classical geodetic methods
 CO1367.and adjusted by the National Geodetic Survey in May 1994.
 CO1367
 CO1367.The orthometric height was scaled from a topographic map.
 CO1367
 CO1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1367
 CO1367.The geoid height was determined by GEOID03.
 CO1367
 CO1367;                    North         East     Units Scale Factor Converg.
 CO1367;SPC MS E     -   325,831.400   231,856.849   MT  1.00000724   -0 23 19.3
 CO1367;SPC MS E     - 1,068,998.52    760,683.68   sFT  1.00000724   -0 23 19.3
 CO1367;UTM  16      - 3,591,750.339   259,505.424   MT  1.00031328   -1 22 21.6
 CO1367
 CO1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1367!SPC MS E     -   0.99998289  x   1.00000724  =   0.99999013
 CO1367!UTM  16      -   0.99998289  x   1.00031328  =   1.00029617
 CO1367
 CO1367:                Primary Azimuth Mark                     Grid Az
 CO1367:SPC MS E     -  PILGRIM                                  042 23 55.0
 CO1367:UTM  16      -  PILGRIM                                  043 22 57.3
 CO1367
 CO1367|---------------------------------------------------------------------|
 CO1367| PID    Reference Object                     Distance      Geod. Az  |
 CO1367|                                                           dddmmss.s |
 CO1367| CO1368 PILGRIM                             APPROX. 6.6 KM 0420035.7 |
 CO1367| CF9467 CRAWFORD RM 1                        37.490 METERS 17247     |
 CO1367| CF9466 CRAWFORD AZ MK                                     1791304.1 |
 CO1367| CF9468 CRAWFORD RM 2                        28.748 METERS 24933     |
 CO1367|---------------------------------------------------------------------|
 CO1367
 CO1367                          SUPERSEDED SURVEY CONTROL
 CO1367
 CO1367  NAD 83(1986)-  32 26 13.02284(N)    089 33 28.66617(W) AD(       ) 2
 CO1367  NAD 27      -  32 26 12.51100(N)    089 33 28.41100(W) AD(       ) 2
 CO1367
 CO1367.Superseded values are not recommended for survey control.
 CO1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1367.See file dsdata.txt to determine how the superseded data were derived.
 CO1367
 CO1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA5950591750(NAD 83)
 CO1367_MARKER: DS = TRIANGULATION STATION DISK
 CO1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1367_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1367+STABILITY: SURFACE MOTION
 CO1367
 CO1367  HISTORY     - Date     Condition        Report By
 CO1367  HISTORY     - 1945     MONUMENTED       CGS
 CO1367  HISTORY     - 1957     GOOD             CGS
 CO1367  HISTORY     - 1964     GOOD             MSHD
 CO1367  HISTORY     - 1977     SEE DESCRIPTION  NGS
 CO1367  HISTORY     - 1988     GOOD             MSU
 CO1367
 CO1367                          STATION DESCRIPTION
 CO1367
 CO1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1367'STATION IS ABOUT 8 MILES NE OF MORTON, 7 MILES NW OF FOREST ON THE
 CO1367'W SIDE OF A DIRT ROAD, AND ON LAND OWNED BY M.R. CRAWFORD.  IT IS
 CO1367'44 FEET W OF THE CENTER LINE OF THE ROAD, 6 FEET NW OF A STANDARD
 CO1367'WITNESS POST, 15 FEET E OF AN 18-INCH PINE TREE, AND ABOUT 100
 CO1367'YARDS N OF THE CRAWFORD HOUSE.
 CO1367'
 CO1367'STATION MARK PROJECTS ABOUT 4 INCHES.
 CO1367'IT IS STAMPED CRAWFORD 1945.
 CO1367'
 CO1367'REFERENCE MARK 1 IS 123.06 FEET S OF THE STATION ON THE W SIDE OF
 CO1367'THE ROAD.  IT IS 21 FEET W OF THE CENTER LINE OF THE ROAD AND 4 FEET
 CO1367'N OF A 10-INCH OAK TREE.  THE DISK IS STAMPED CRAWFORD NO 1 1945,
 CO1367'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CO1367'
 CO1367'REFERENCE MARK 2 IS 94.42 FEET SW OF THE STATION.  IT IS 2 FEET S
 CO1367'OF A FENCE CORNER.  THE DISK IS STAMPED CRAWFORD NO 2 1945, PROJECTS
 CO1367'ABOUT 4 INCHES ABOVE GROUND.
 CO1367'
 CO1367'AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION ON THE E SIDE OF THE
 CO1367'ROAD.  IT IS 21 FEET E* OF THE CENTER LINE OF THE ROAD AND 2 FEET
 CO1367'N OF A STANDARD WITNESS POST.  IT IS STAMPED CRAWFORD 1945 AND
 CO1367'PROJECTS ABOUT 4 INCHES.
 CO1367'
 CO1367'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HIGHWAY 80 IN
 CO1367'MORTON, GO E ON HIGHWAY 80 FOR 0.1 MILE TO A T-ROAD LEFT, TURN LEFT
 CO1367'AND GO 0.05 MILE TO THE RAILROAD TRACKS, CROSS TRACKS AND GO 0.1
 CO1367'MILE TO A FORK, TAKE RIGHT FORK AND GO 6.5 MILES TO A CROSS ROAD,
 CO1367'TURN LEFT AND GO 2.55 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 CO1367'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE CRAWFORD HOUSE AND
 CO1367'STATION.
 CO1367'
 CO1367'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1367
 CO1367                          STATION RECOVERY (1957)
 CO1367
 CO1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1367'THE STATION WAS VISITED 7-9-57 AND THE STATION AND REFERENCE MARKS
 CO1367'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AT
 CO1367'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 CO1367'
 CO1367'THE STATION IS LOCATED 8 MILES NORTHEAST OF MORTON, 7 MILES
 CO1367'NORTHWEST OF FOREST AND 3 MILES SOUTHWEST OF HILLSBORO, ON PROPERTY
 CO1367'OWNED BY AND IN THE NORTHEAST CORNER OF THE FRONT YARD OF MRS. M.R.
 CO1367'CRAWFORDS HOUSE.  IT IS 44 FEET WEST OF THE CENTER OF A GRAVELED
 CO1367'ROAD, 214 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 CO1367'CHIMNEY OF THE CRAWFORD HOUSE, 92 FEET EAST OF THE PROJECTED
 CO1367'PLANE OF THE EAST WALL OF THE HOUSE, AND 74 FEET WEST-NORTHWEST
 CO1367'OF A FENCE CORNER ACROSS THE ROAD.  IT IS A STANDARD DISK, STAMPED
 CO1367'CRAWFORD 1945, PROJECTING 2 INCHES.
 CO1367'
 CO1367'REFERENCE MARK NO. 1 IS 123.06 FEET SOUTH-SOUTHEAST OF THE STATION,
 CO1367'22 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET
 CO1367'NORTH-NORTHWEST OF A 12-INCH OAK TREE, 83 FEET NORTH OF THE CENTER
 CO1367'OF THE DRIVEWAY TO THE CRAWFORD HOUSE, 121 FEET NORTHEAST OF THE
 CO1367'NORTHEAST CORNER OF THE CHIMNEY ON THE NORTH SIDE OF THE CRAWFORD
 CO1367'HOUSE AND 72 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 CO1367'OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED CRAWFORD NO 1 1945,
 CO1367'FLUSH WITH THE GROUND.
 CO1367'
 CO1367'REFERENCE MARK NO. 2 IS 94.42 FEET WEST OF THE STATION AT THE
 CO1367'NORTH EDGE OF THE CRAWFORDS YARD, 137 FEET WEST OF THE CENTER OF THE
 CO1367'ROAD, 1 FOOT WEST OF THE PROJECTED PLANE OF THE EAST SIDE OF THE
 CO1367'HOUSE AND 3 FEET SOUTH OF A FENCE LINE.  IT IS A STANDARD DISK,
 CO1367'STAMPED CRAWFORD NO 2 1945, PROJECTING 2 INCHES.
 CO1367'
 CO1367'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 22 FEET EAST OF
 CO1367'THE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED
 CO1367'CRAWFORD 1945, PROJECTING 4 INCHES.
 CO1367'
 CO1367'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 CO1367'HIGHWAY 80 IN MORTON, GO EAST ON U.S. HIGHWAY 80 FOR 0.15 MILE TO
 CO1367'THE JUNCTION WITH STATE HIGHWAY 13, TURN LEFT ON STATE HIGHWAY 13,
 CO1367'CROSSING THE TRACKS AND GO NORTH FOR 0.15 MILE TO A SIDE ROAD
 CO1367'RIGHT, TURN RIGHT AND GO NORTHEAST FOR 6.45 MILE TO A SIDE ROAD
 CO1367'LEFT, TURN LEFT AND GO NORTH FOR 2.6 MILES TO THE AZIMUTH MARK ON
 CO1367'THE RIGHT, CONTINUE NORTH FOR 0.3 MILE TO THE CRAWFORD HOUSE AND
 CO1367'THE STATION ON THE LEFT.
 CO1367
 CO1367                          STATION RECOVERY (1964)
 CO1367
 CO1367'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1367'THE STATION WAS VISITED MARCH 1964 AND THE STATION, RM 1, AND RM 2
 CO1367'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 CO1367'BUT NOT FOUND.
 CO1367'
 CO1367'THE 1957 RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO1367'
 CO1367'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND 1.0
 CO1367'FOOT EAST OF RM 1.
 CO1367
 CO1367                          STATION RECOVERY (1977)
 CO1367
 CO1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DDR)
 CO1367'THE STATION WAS VISITED 11-8-77, AND THE STATION MARK WAS FOUND
 CO1367'LEANING TO THE EAST ABOUT 20 DEGREES.  REFERENCE MARKS NO 1 AND NO 2
 CO1367'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND
 CO1367'IS BELIEVED DESTROYED BY GRADING.  A NEW STATION SURFACE MARK WAS
 CO1367'ESTABLISHED AT THIS DATE OVER THE UNDERGROUND MARK.  A NEW
 CO1367'DESCRIPTION FOLLOWS.
 CO1367'
 CO1367'STATION IS LOCATED 7 MILES NORTHWEST OF FOREST, 8 MILES NORTHEAST OF
 CO1367'MORTON AND 3 MILES SOUTHWEST OF HILLSBORO, WHERE THE CENTER OF THE
 CO1367'EAST HALF OF SECTION 22, T 7N, R 7E.
 CO1367'
 CO1367'TO REACH FROM THE FIRST BAPTIST CHURCH IN MORTON, GO EAST ON U.S.
 CO1367'HIGHWAY 80 FOR 5.4 MILES TO A SIDEROAD ON THE LEFT, TURN LEFT AND GO
 CO1367'NORTH ON FOREST SERVICE ROAD NO 513 FOR 2.5 MILES TO A CROSSROAD,
 CO1367'CONTINUE NORTH ON ROAD NO 513 FOR 2.9 MILES TO THE STATION ON THE
 CO1367'LEFT, JUST PAST A HOUSE ON LEFT.
 CO1367'
 CO1367'STATION MARK IS A STANDARD DISK, STAMPED---CRAWFORD 1945 1977---SET
 CO1367'IN THE TOP OF A ROUND CNCRETE POST, 3 INCHES BELOW THE SURFACE OF THE
 CO1367'GROUND.  IT IS 70 FEET WEST SOUTHWEST OF A POWER POLE, 46 FEET WEST
 CO1367'OF THE CENTER OF PAVED ROAD, 20 FEET WEST OF A 12-INCH OAK TREE, 11
 CO1367'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 3 FEET NORTH OF A METAL
 CO1367'WITNESS POST AND SIGN AND 3 FEET SOUTH OF A METAL WITNESS POST AND
 CO1367'SIGN.
 CO1367'
 CO1367'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED---CRAWFORD NO 1
 CO1367'1945---SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 CO1367'GROUND.  IT IS 111.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF PORCH
 CO1367'OF FRAME HOUSE, 75.5 FEET NORTHWEST OF A T-FENCE CORNER, 24 FEET WEST
 CO1367'OF THE CENTER OF THE PAVED ROAD, 3.5 FEET NORTH OF A 16-INCH OAK TREE
 CO1367'AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CO1367'
 CO1367'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---CRAWFORD NO 2
 CO1367'1945---SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 CO1367'GROUND.  IT IS 133 FEET WEST OF THE CENTER OF PAVED ROAD, 40.5 FEET
 CO1367'WEST OF A 14-INCH OAK TREE, 22.5 FEET EAST OF A 12-INCH GUM TREE, 34
 CO1367'FEET SOUTH OF THE CENTER OF TRACK ROAD, 2.5 FEET SOUTH OF AN OLD
 CO1367'FENCELINE AND 1.5 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CO1367
 CO1367                          STATION RECOVERY (1988)
 CO1367
 CO1367'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (RHG)
 CO1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1655 ***********************************************************************
 EG1655  DESIGNATION -  CRAWFORD
 EG1655  PID         -  EG1655
 EG1655  STATE/COUNTY-  MS/BENTON
 EG1655  USGS QUAD   -  WHITTEN TOWN (1982)
 EG1655
 EG1655                         *CURRENT SURVEY CONTROL
 EG1655  ___________________________________________________________________
 EG1655* NAD 83(1993)-  34 46 06.06162(N)    089 06 16.66051(W)     ADJUSTED  
 EG1655* NAVD 88     -        97.84   (+/-2cm)     321.0    (feet)  VERTCON   
 EG1655  ___________________________________________________________________
 EG1655  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EG1655  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1655  HORZ ORDER  -  SECOND
 EG1655  VERT ORDER  -  THIRD ? (See Below)
 EG1655
 EG1655.The horizontal coordinates were established by classical geodetic methods
 EG1655.and adjusted by the National Geodetic Survey in May 1994.
 EG1655
 EG1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1655.The vertical order pertains to the NGVD 29 superseded value.
 EG1655
 EG1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1655
 EG1655.The geoid height was determined by GEOID03.
 EG1655
 EG1655;                    North         East     Units Scale Factor Converg.
 EG1655;SPC MS E     -   584,209.101   275,165.630   MT  0.99995760   -0 09 17.0
 EG1655;SPC MS E     - 1,916,692.69    902,772.57   sFT  0.99995760   -0 09 17.0
 EG1655;UTM  16      - 3,849,372.312   307,394.282   MT  1.00005725   -1 12 02.0
 EG1655
 EG1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1655!SPC MS E     -   0.99998895  x   0.99995760  =   0.99994655
 EG1655!UTM  16      -   0.99998895  x   1.00005725  =   1.00004620
 EG1655
 EG1655:                Primary Azimuth Mark                     Grid Az
 EG1655:SPC MS E     -  CRAWFORD AZ MK                           037 06 22.5
 EG1655:UTM  16      -  CRAWFORD AZ MK                           038 09 07.5
 EG1655
 EG1655|---------------------------------------------------------------------|
 EG1655| PID    Reference Object                     Distance      Geod. Az  |
 EG1655|                                                           dddmmss.s |
 EG1655| CG3860 CRAWFORD AZ MK                                     0365705.5 |
 EG1655| CG3861 CRAWFORD RM 1                        28.370 METERS 16800     |
 EG1655| EG1678 HICKORY FLAT MICROWAVE MAST         APPROX.17.5 KM 1880059.5 |
 EG1655| EG1681 HUNTERS                             APPROX.14.0 KM 2192718.6 |
 EG1655| EG1654 CRAWFORD 1967 RM 2                   23.017 METERS 27259     |
 EG1655| EG1656 ASHLAND MUNICIPAL TANK              APPROX. 9.7 KM 3171012.3 |
 EG1655|---------------------------------------------------------------------|
 EG1655
 EG1655                          SUPERSEDED SURVEY CONTROL
 EG1655
 EG1655  NAD 83(1986)-  34 46 06.07282(N)    089 06 16.65949(W) AD(       ) 2
 EG1655  NAD 27      -  34 46 05.73013(N)    089 06 16.41598(W) AD(       ) 2
 EG1655  NGVD 29 (07/19/86)   97.81   (m)          320.9    (f) LEVELING    3  
 EG1655
 EG1655.Superseded values are not recommended for survey control.
 EG1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1655.See file dsdata.txt to determine how the superseded data were derived.
 EG1655
 EG1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0739449372(NAD 83)
 EG1655_MARKER: DS = TRIANGULATION STATION DISK
 EG1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1655
 EG1655  HISTORY     - Date     Condition        Report By
 EG1655  HISTORY     - 1967     MONUMENTED       CGS
 EG1655  HISTORY     - 1970     GOOD             MSSU
 EG1655  HISTORY     - 19780401 GOOD             USGS
 EG1655  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 EG1655
 EG1655                          STATION DESCRIPTION
 EG1655
 EG1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1655'STATION IS LOCATED 9 MILES NORTHWEST OF RIPLEY, 8 MILES NORTHWEST OF
 EG1655'BLUE MT, 6 MILES
 EG1655'SOUTHEAST OF ASHLAND AND ON HOLLY SPRINGS NATIONAL
 EG1655'FOREST PROPERTY AT CRAWFORD FIRE TOWER.
 EG1655'
 EG1655'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 EG1655'RIPLEY, GO WEST ON
 EG1655'STATE ROUTE 4 FOR 9.8 MILES TO SIDE ROAD RIGHT AND
 EG1655'SIGNS RIPLEY 9 CRAWFORD TOWER, TURN
 EG1655'RIGHT AND GO NORTHERLY ON GRAVEL
 EG1655'ROAD NUMBER 609 FOR 1.2 MILES TO TOP OF HILL, CRAWFORD
 EG1655'FIRE TOWER ON
 EG1655'RIGHT AND STATION AS DESCRIBED.
 EG1655'
 EG1655'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1655'
 EG1655'STATION MARK, STAMPED CRAWFORD 1966, IS SET FLUSH.  IT IS 65.8 FEET
 EG1655'EAST OF NORTHEAST
 EG1655'LEG OF FIRE TOWER, 65.5 FEET EAST-NORTHEAST OF
 EG1655'SOUTHEAST LEG OF FIRE TOWER, 16.3
 EG1655'FEET WEST OF TRIANGLE BLAZED PINE
 EG1655'TREE AND 12.8 FEET SOUTHWEST OF WITNESS POST.
 EG1655'
 EG1655'RM 1, STAMPED CRAWFORD NO 1 1966, PROJECTS 1 INCH.  IT IS 34 FEET
 EG1655'SOUTHWEST OF
 EG1655'TRIANGLE BLAZED OAK TREE, 10 FEET NORTHWEST OF TRIANGLE
 EG1655'BLASED PINE TREE AND 1.4 FEET
 EG1655'NORTHWEST OF WITNESS POST.
 EG1655'
 EG1655'RM 2, STAMPED CRAWFORD NO 2 1966, IS SET FLUSH.  IT IS UNDER CENTER
 EG1655'OF CRAWFORD FIRE TOWER.
 EG1655'
 EG1655'AZIMUTH MARK, STAMPED CRAWFORD 1966, PROJECTS 7 INCHES.  IT IS 49.5
 EG1655'FEET NORTH OF
 EG1655'TRIANGLE BLAZED PINE TREE, 28 FEET NORTHEAST OF CENTER
 EG1655'OF BLADED ROAD, 20 FEET SOUTH OF
 EG1655'CENTER OF NARROW TRACK ROAD, 2.3
 EG1655'FEET SOUTHEAST OF WITNESS POST AND IS 3 FEET HIGHER
 EG1655'IN ELEVATION THAN
 EG1655'THE ROAD.
 EG1655'
 EG1655'TO REACH AZIMUTH MARK, GO NORTH ON WINDING BLADED ROAD (PASSING 2
 EG1655'SIDE ROADS ON
 EG1655'RIGHT) FOR 0.55 MILE TO FORK, KEEP LEFT AND GO 0.05
 EG1655'MILE TO AZIMUTH MARK ON RIGHT
 EG1655'JUST BEFORE REACHING A DIM TRACK ROAD
 EG1655'TO THE NORTHEAST.
 EG1655'
 EG1655'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 EG1655'
 EG1655'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1655
 EG1655                          STATION RECOVERY (1970)
 EG1655
 EG1655'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (CES)
 EG1655'CRAWFORD NO 1 (1966) RECOVERED GOOD.
 EG1655'
 EG1655'CRAWFORD NO 2 (1966) RECOVERED GOOD.
 EG1655'
 EG1655'CRAWFORD 1966 (STA. MARK) RECOVERED GOOD.
 EG1655'
 EG1655'CRAWFORD 1966 (AZIMUTH MARK) RECOVERED GOOD.
 EG1655
 EG1655                          STATION RECOVERY (1978)
 EG1655
 EG1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RRB)
 EG1655'RECOVERED IN GOOD CONDITION.
 EG1655
 EG1655                          STATION RECOVERY (2007)
 EG1655
 EG1655'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 EG1655'FOUND THE CONCRETE BASE AND STEM OF RM2. DID NOT FIND STATION
 EG1655'CRAWFORD. THE FIRE TOWER HAS BEEN REMOVED BUT THE CONCRETE BASES OF
 EG1655'THE FOUR LEGS REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1654 ***********************************************************************
 EG1654  DESIGNATION -  CRAWFORD 1967 RM 2
 EG1654  PID         -  EG1654
 EG1654  STATE/COUNTY-  MS/BENTON
 EG1654  USGS QUAD   -  WHITTEN TOWN (1982)
 EG1654
 EG1654                         *CURRENT SURVEY CONTROL
 EG1654  ___________________________________________________________________
 EG1654* NAD 83(1993)-  34 46 06.10046(N)    089 06 17.56443(W)     ADJUSTED  
 EG1654* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 EG1654  ___________________________________________________________________
 EG1654  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EG1654  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1654  HORZ ORDER  -  SECOND
 EG1654
 EG1654.The horizontal coordinates were established by classical geodetic methods
 EG1654.and adjusted by the National Geodetic Survey in May 1994.
 EG1654
 EG1654.The orthometric height was scaled from a topographic map.
 EG1654
 EG1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1654
 EG1654.The geoid height was determined by GEOID03.
 EG1654
 EG1654;                    North         East     Units Scale Factor Converg.
 EG1654;SPC MS E     -   584,210.360   275,142.648   MT  0.99995761   -0 09 17.5
 EG1654;SPC MS E     - 1,916,696.82    902,697.17   sFT  0.99995761   -0 09 17.5
 EG1654;UTM  16      - 3,849,373.990   307,371.325   MT  1.00005736   -1 12 02.5
 EG1654
 EG1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1654!SPC MS E     -   0.99998892  x   0.99995761  =   0.99994653
 EG1654!UTM  16      -   0.99998892  x   1.00005736  =   1.00004628
 EG1654
 EG1654                          SUPERSEDED SURVEY CONTROL
 EG1654
 EG1654  NAD 83(1986)-  34 46 06.11166(N)    089 06 17.56341(W) AD(       ) 2
 EG1654  NAD 27      -  34 46 05.76896(N)    089 06 17.31987(W) AD(       ) 2
 EG1654
 EG1654.Superseded values are not recommended for survey control.
 EG1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1654.See file dsdata.txt to determine how the superseded data were derived.
 EG1654
 EG1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0737149374(NAD 83)
 EG1654_MARKER: DR = REFERENCE MARK DISK
 EG1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1654+STABILITY: SURFACE MOTION
 EG1654
 EG1654  HISTORY     - Date     Condition        Report By
 EG1654  HISTORY     - 1967     MONUMENTED       CGS
 EG1654  HISTORY     - 19780401 GOOD             USGS
 EG1654  HISTORY     - 20070719 POOR             GEOCAC
 EG1654
 EG1654                          STATION DESCRIPTION
 EG1654
 EG1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1654'STATION IS LOCATED 9 MILES NORTHWEST OF RIPLEY, 8 MILES NORTHWEST OF
 EG1654'BLUE MT, 6 MILES
 EG1654'SOUTHEAST OF ASHLAND AND ON HOLLY SPRINGS NATIONAL
 EG1654'FOREST PROPERTY.
 EG1654'
 EG1654'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 EG1654'RIPLEY, GO WEST ON
 EG1654'STATE ROUTE 4 FOR 9.8 MILES TO SIDE ROAD RIGHT AND
 EG1654'SIGNS RIPLEY 9 CRAWFORD TOWER 1, TURN
 EG1654'RIGHT AND GO NORTHERLY ON
 EG1654'GRAVEL ROAD NUMBER 609 FOR 1.2 MILES TO TOP OF HILL AND
 EG1654'STATION ON
 EG1654'RIGHT AS DESCRIBED.
 EG1654'
 EG1654'STATION IS FIRE TOWER, A METAL CABIN ATOP A 4 LEGGED SKELETON
 EG1654'STRUCTURE THAT IS
 EG1654'110 FEET HIGH AND BELONGS TO THE U S FOREST
 EG1654'SERVICE.
 EG1654'
 EG1654'A TRAVERSE CONNECTION WAS MADE FROM STATION CRAWFORD AND THE DISTANCE
 EG1654'IS 75.51 FEET OR
 EG1654'23.017 METERS.
 EG1654
 EG1654                          STATION RECOVERY (1978)
 EG1654
 EG1654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RRB)
 EG1654'RECOVERED IN GOOD CONDITION.
 EG1654
 EG1654                          STATION RECOVERY (2007)
 EG1654
 EG1654'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 EG1654'FOUND THE CONCRETE BASE AND STEM OF RM2. DID NOT FIND STATION
 EG1654'CRAWFORD. THE FIRE TOWER HAS BEEN REMOVED BUT THE CONCRETE BASES OF
 EG1654'THE FOUR LEGS REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0662 ***********************************************************************
 DJ0662  DESIGNATION -  CRAWFORD AZ MK
 DJ0662  PID         -  DJ0662
 DJ0662  STATE/COUNTY-  MS/LOWNDES
 DJ0662  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0662
 DJ0662                         *CURRENT SURVEY CONTROL
 DJ0662  ___________________________________________________________________
 DJ0662* NAD 83(1986)-  33 18 06.     (N)    088 37 03.     (W)     SCALED    
 DJ0662* NAVD 88     -        95.341  (meters)     312.80   (feet)  ADJUSTED  
 DJ0662  ___________________________________________________________________
 DJ0662  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0662  DYNAMIC HT  -          95.238 (meters)     312.46  (feet)  COMP
 DJ0662  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DJ0662
 DJ0662  VERT ORDER  -  FIRST     CLASS II
 DJ0662
 DJ0662.The horizontal coordinates were scaled from a topographic map and have
 DJ0662.an estimated accuracy of +/- 6 seconds.
 DJ0662
 DJ0662.The orthometric height was determined by differential leveling
 DJ0662.and adjusted in June 1991.
 DJ0662
 DJ0662.The geoid height was determined by GEOID03.
 DJ0662
 DJ0662.The dynamic height is computed by dividing the NAVD 88
 DJ0662.geopotential number by the normal gravity value computed on the
 DJ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0662.degrees latitude (g = 980.6199 gals.).
 DJ0662
 DJ0662.The modeled gravity was interpolated from observed gravity values.
 DJ0662
 DJ0662;                    North         East    Units  Estimated Accuracy
 DJ0662;SPC MS E     -   421,520.      320,100.      MT  (+/- 180 meters Scaled)
 DJ0662
 DJ0662                          SUPERSEDED SURVEY CONTROL
 DJ0662
 DJ0662  NGVD 29 (??/??/92)   95.312  (m)          312.70   (f) ADJ UNCH    1 2
 DJ0662
 DJ0662.Superseded values are not recommended for survey control.
 DJ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0662.See file dsdata.txt to determine how the superseded data were derived.
 DJ0662
 DJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB494858(NAD 83)
 DJ0662_MARKER: DZ = AZIMUTH MARK DISK
 DJ0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0662_SP_SET: STEP
 DJ0662_STAMPING: CRAWFORD AZI (1935)
 DJ0662_MARK LOGO: CGS   
 DJ0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0662
 DJ0662  HISTORY     - Date     Condition        Report By
 DJ0662  HISTORY     - 1935     MONUMENTED       CGS
 DJ0662  HISTORY     - 1966     GOOD             MSHD
 DJ0662  HISTORY     - 1979     GOOD             LOCSUR
 DJ0662  HISTORY     - 1983     GOOD             NGS
 DJ0662
 DJ0662                          STATION DESCRIPTION
 DJ0662
 DJ0662'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0662'IN CRAWFORD.
 DJ0662'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0662'BLACKTOP STREET FOR 0.15 MILE TO THE LAST BUILDING AND THE MARK ON THE
 DJ0662'LEFT IN THE EAST STEP OF THE WALK IN FRONT OF THE OLD POST OFFICE
 DJ0662'BUILDING.  IT IS 150 FEET WEST OF THE CENTER OF THE TRACKS, 47 FEET
 DJ0662'NORTH OF THE CENTER OF THE STREET, 26 FEET WEST OF A POWER POLE, AND
 DJ0662'10 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD POST OFFICE.
 DJ0662
 DJ0662                          STATION RECOVERY (1979)
 DJ0662
 DJ0662'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DJ0662'RECOVERED IN GOOD CONDITION.
 DJ0662
 DJ0662                          STATION RECOVERY (1983)
 DJ0662
 DJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0665 ***********************************************************************
 DJ0665  DESIGNATION -  CRAWFORD RM 3
 DJ0665  PID         -  DJ0665
 DJ0665  STATE/COUNTY-  MS/LOWNDES
 DJ0665  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0665
 DJ0665                         *CURRENT SURVEY CONTROL
 DJ0665  ___________________________________________________________________
 DJ0665* NAD 83(1986)-  33 18 07.     (N)    088 36 46.     (W)     SCALED    
 DJ0665* NAVD 88     -        98.032  (meters)     321.63   (feet)  ADJUSTED  
 DJ0665  ___________________________________________________________________
 DJ0665  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0665  DYNAMIC HT  -          97.926 (meters)     321.28  (feet)  COMP
 DJ0665  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DJ0665
 DJ0665  VERT ORDER  -  SECOND    CLASS 0
 DJ0665
 DJ0665.The horizontal coordinates were scaled from a topographic map and have
 DJ0665.an estimated accuracy of +/- 6 seconds.
 DJ0665
 DJ0665.The orthometric height was determined by differential leveling
 DJ0665.and adjusted in June 1991.
 DJ0665
 DJ0665.The geoid height was determined by GEOID03.
 DJ0665
 DJ0665.The dynamic height is computed by dividing the NAVD 88
 DJ0665.geopotential number by the normal gravity value computed on the
 DJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0665.degrees latitude (g = 980.6199 gals.).
 DJ0665
 DJ0665.The modeled gravity was interpolated from observed gravity values.
 DJ0665
 DJ0665;                    North         East    Units  Estimated Accuracy
 DJ0665;SPC MS E     -   421,550.      320,540.      MT  (+/- 180 meters Scaled)
 DJ0665
 DJ0665                          SUPERSEDED SURVEY CONTROL
 DJ0665
 DJ0665  NGVD 29 (??/??/92)   97.994  (m)          321.50   (f) ADJ UNCH    2 0
 DJ0665
 DJ0665.Superseded values are not recommended for survey control.
 DJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0665.See file dsdata.txt to determine how the superseded data were derived.
 DJ0665
 DJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB498859(NAD 83)
 DJ0665_MARKER: DR = REFERENCE MARK DISK
 DJ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0665_STAMPING: CRAWFORD NO. 3 (1952)
 DJ0665_MARK LOGO: CGS   
 DJ0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0665
 DJ0665  HISTORY     - Date     Condition        Report By
 DJ0665  HISTORY     - 1952     MONUMENTED       CGS
 DJ0665  HISTORY     - 1966     GOOD             MSHD
 DJ0665  HISTORY     - 1979     GOOD             LOCSUR
 DJ0665  HISTORY     - 1983     GOOD             NGS
 DJ0665
 DJ0665                          STATION DESCRIPTION
 DJ0665
 DJ0665'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0665'0.38 MI NE FROM CRAWFORD.
 DJ0665'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0665'BLACKTOP ROAD FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0665'45 WEST, CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR 0.08 MILE TO A
 DJ0665'LARGE ABANDONED WHITE HOUSE AND THE MARK ON THE LEFT AS DESCRIBED. IT
 DJ0665'IS 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE WHITE HOUSE,
 DJ0665'39 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 33 FEET EAST OF A 20
 DJ0665'INCH CEDAR, 5 FEET EAST OF A WALK, 1.3 FEET SOUTH OF A FENCE, AND 0.9
 DJ0665'FEET NORTH OF A METAL WITNESS POST.
 DJ0665
 DJ0665                          STATION RECOVERY (1979)
 DJ0665
 DJ0665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DJ0665'RECOVERED IN GOOD CONDITION.
 DJ0665
 DJ0665                          STATION RECOVERY (1983)
 DJ0665
 DJ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0665'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0667 ***********************************************************************
 DJ0667  DESIGNATION -  CRAWFORD RM 4
 DJ0667  PID         -  DJ0667
 DJ0667  STATE/COUNTY-  MS/LOWNDES
 DJ0667  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0667
 DJ0667                         *CURRENT SURVEY CONTROL
 DJ0667  ___________________________________________________________________
 DJ0667* NAD 83(1986)-  33 18 07.     (N)    088 36 46.     (W)     SCALED    
 DJ0667* NAVD 88     -        96.885  (meters)     317.86   (feet)  ADJUSTED  
 DJ0667  ___________________________________________________________________
 DJ0667  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0667  DYNAMIC HT  -          96.780 (meters)     317.52  (feet)  COMP
 DJ0667  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DJ0667
 DJ0667  VERT ORDER  -  SECOND    CLASS 0
 DJ0667
 DJ0667.The horizontal coordinates were scaled from a topographic map and have
 DJ0667.an estimated accuracy of +/- 6 seconds.
 DJ0667
 DJ0667.The orthometric height was determined by differential leveling
 DJ0667.and adjusted in June 1991.
 DJ0667
 DJ0667.The geoid height was determined by GEOID03.
 DJ0667
 DJ0667.The dynamic height is computed by dividing the NAVD 88
 DJ0667.geopotential number by the normal gravity value computed on the
 DJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0667.degrees latitude (g = 980.6199 gals.).
 DJ0667
 DJ0667.The modeled gravity was interpolated from observed gravity values.
 DJ0667
 DJ0667;                    North         East    Units  Estimated Accuracy
 DJ0667;SPC MS E     -   421,550.      320,540.      MT  (+/- 180 meters Scaled)
 DJ0667
 DJ0667                          SUPERSEDED SURVEY CONTROL
 DJ0667
 DJ0667  NGVD 29 (??/??/92)   96.845  (m)          317.73   (f) ADJ UNCH    2 0
 DJ0667
 DJ0667.Superseded values are not recommended for survey control.
 DJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0667.See file dsdata.txt to determine how the superseded data were derived.
 DJ0667
 DJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB498859(NAD 83)
 DJ0667_MARKER: DR = REFERENCE MARK DISK
 DJ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0667_STAMPING: CRAWFORD NO. 4 (1953)
 DJ0667_MARK LOGO: CGS   
 DJ0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0667
 DJ0667  HISTORY     - Date     Condition        Report By
 DJ0667  HISTORY     - 1953     MONUMENTED       CGS
 DJ0667  HISTORY     - 1966     GOOD             MSHD
 DJ0667  HISTORY     - 1983     GOOD             NGS
 DJ0667
 DJ0667                          STATION DESCRIPTION
 DJ0667
 DJ0667'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0667'0.35 MI NE FROM CRAWFORD.
 DJ0667'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0667'BLACKTOP ROAD FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY
 DJ0667'45 WEST, CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR 0.05 MILE TO THE
 DJ0667'MARK ON THE RIGHT AS DESCRIBED.  IT IS 32 FEET SOUTH OF THE CENTER OF
 DJ0667'THE BLACKTOP ROAD, 1.7 FEET SOUTH OF A FENCE, AND 1.4 FEET SOUTH OF A
 DJ0667'METAL WITNESS POST.
 DJ0667
 DJ0667                          STATION RECOVERY (1983)
 DJ0667
 DJ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0667'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1513 ***********************************************************************
 EG1513  DESIGNATION -  CRC 38 TVA 1950 1970
 EG1513  PID         -  EG1513
 EG1513  STATE/COUNTY-  MS/PRENTISS
 EG1513  USGS QUAD   -  ALTITUDE (1969)
 EG1513
 EG1513                         *CURRENT SURVEY CONTROL
 EG1513  ___________________________________________________________________
 EG1513* NAD 83(1993)-  34 42 17.16440(N)    088 22 55.16321(W)     ADJUSTED  
 EG1513* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 EG1513  ___________________________________________________________________
 EG1513  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 EG1513  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1513  HORZ ORDER  -  SECOND
 EG1513
 EG1513.The horizontal coordinates were established by classical geodetic methods
 EG1513.and adjusted by the National Geodetic Survey in May 1994.
 EG1513
 EG1513.The orthometric height was scaled from a topographic map.
 EG1513
 EG1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1513
 EG1513.The geoid height was determined by GEOID03.
 EG1513
 EG1513;                    North         East     Units Scale Factor Converg.
 EG1513;SPC MS E     -   577,215.069   341,347.851   MT  0.99997106   +0 15 25.1
 EG1513;SPC MS E     - 1,893,746.44  1,119,905.41   sFT  0.99997106   +0 15 25.1
 EG1513;UTM  16      - 3,841,172.886   373,435.519   MT  0.99979743   -0 47 13.0
 EG1513
 EG1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1513!SPC MS E     -   0.99997464  x   0.99997106  =   0.99994570
 EG1513!UTM  16      -   0.99997464  x   0.99979743  =   0.99977207
 EG1513
 EG1513                          SUPERSEDED SURVEY CONTROL
 EG1513
 EG1513  NAD 83(1993)-  34 42 17.16695(N)    088 22 55.16198(W) AD(       ) 2
 EG1513  NAD 83(1986)-  34 42 17.17382(N)    088 22 55.16181(W) AD(       ) 2
 EG1513  NAD 27      -  34 42 16.83481(N)    088 22 54.99909(W) AD(       ) 2
 EG1513
 EG1513.Superseded values are not recommended for survey control.
 EG1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1513.See file dsdata.txt to determine how the superseded data were derived.
 EG1513
 EG1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7343641173(NAD 83)
 EG1513_MARKER: DD = SURVEY DISK
 EG1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1513+STABILITY: SURFACE MOTION
 EG1513
 EG1513  HISTORY     - Date     Condition        Report By
 EG1513  HISTORY     - 1950     MONUMENTED       TVA
 EG1513
 EG1513                          STATION DESCRIPTION
 EG1513
 EG1513'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG1513'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN
 EG1513'PADEN, GO WEST AND
 EG1513'SOUTH ON STATE HIGHWAY 30 FOR 5 MILES TO THE JUNCTION OF
 EG1513'STATE HIGHWAY 365 AND THE
 EG1513'FORKED OAK BAPTIST CHURCH ON THE RIGHT,
 EG1513'TURN RIGHT, NORTH, AND GO 5 MILES ON HIGHWAY
 EG1513'365 TO A SIDE ROAD LEFT,
 EG1513'TURN LEFT, WEST, AND GO 1.85 MILES TO BLUE HILL AZIMUTH MARK ON THE
 EG1513'RIGHT.  CONTINUE
 EG1513'WESTERLY FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT, NORTH,
 EG1513'AND GO 0.1 MILE TO THE BLUE
 EG1513'HILL LOOKOUT TOWER AND STATION ON THE
 EG1513'RIGHT.
 EG1513'
 EG1513'THE MARK IS LOCATED AT THE
 EG1513'CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT IS A
 EG1513'STANDARD BRONZE T.V.A.  MARKER
 EG1513'SET IN THE TOP OF A 6-INCH SQUARE
 EG1513'CONCRETE POST, PROJECTING 6 INCHES, AND STAMPED C
 EG1513'R C - 38 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1738 ***********************************************************************
 BV1738  DESIGNATION -  CREEK
 BV1738  PID         -  BV1738
 BV1738  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1738  USGS QUAD   -  PRENTISS WEST (1970)
 BV1738
 BV1738                         *CURRENT SURVEY CONTROL
 BV1738  ___________________________________________________________________
 BV1738* NAD 83(1993)-  31 33 08.69400(N)    089 53 25.79010(W)     ADJUSTED  
 BV1738* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BV1738  ___________________________________________________________________
 BV1738  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BV1738  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BV1738  HORZ ORDER  -  SECOND
 BV1738
 BV1738.The horizontal coordinates were established by classical geodetic methods
 BV1738.and adjusted by the National Geodetic Survey in May 1994.
 BV1738
 BV1738.The orthometric height was scaled from a topographic map.
 BV1738
 BV1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1738
 BV1738.The geoid height was determined by GEOID03.
 BV1738
 BV1738;                    North         East     Units Scale Factor Converg.
 BV1738;SPC MS W     -   227,607.282   742,045.057   MT  0.99997180   +0 13 54.2
 BV1738;SPC MS W     -   746,741.56  2,434,526.16   sFT  0.99997180   +0 13 54.2
 BV1738;UTM  16      - 3,494,449.747   225,606.097   MT  1.00052874   -1 30 48.5
 BV1738
 BV1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1738!SPC MS W     -   0.99998730  x   0.99997180  =   0.99995910
 BV1738!UTM  16      -   0.99998730  x   1.00052874  =   1.00051604
 BV1738
 BV1738|---------------------------------------------------------------------|
 BV1738| PID    Reference Object                     Distance      Geod. Az  |
 BV1738|                                                           dddmmss.s |
 BV1738| CF9473 CREEK RM 1                           20.209 METERS 07915     |
 BV1738| BV1739 CREEK 2                               9.495 METERS 08809     |
 BV1738| CF9472 CREEK AZ MK                                        1804210.3 |
 BV1738| BV1705 JAY                                 APPROX. 6.1 KM 1810506.8 |
 BV1738| CF9474 CREEK RM 2                           28.610 METERS 18806     |
 BV1738|---------------------------------------------------------------------|
 BV1738
 BV1738                          SUPERSEDED SURVEY CONTROL
 BV1738
 BV1738  NAD 83(1986)-  31 33 08.70826(N)    089 53 25.78806(W) AD(       ) 2
 BV1738  NAD 27      -  31 33 08.09800(N)    089 53 25.50100(W) AD(       ) 2
 BV1738
 BV1738.Superseded values are not recommended for survey control.
 BV1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1738.See file dsdata.txt to determine how the superseded data were derived.
 BV1738
 BV1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2560694450(NAD 83)
 BV1738_MARKER: DS = TRIANGULATION STATION DISK
 BV1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1738+STABILITY: SURFACE MOTION
 BV1738
 BV1738  HISTORY     - Date     Condition        Report By
 BV1738  HISTORY     - 1947     MONUMENTED       CGS
 BV1738  HISTORY     - 1955     GOOD             CGS
 BV1738  HISTORY     - 1957     SEE DESCRIPTION  CGS
 BV1738
 BV1738                          STATION DESCRIPTION
 BV1738
 BV1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1738'THE STATION IS LOCATED BESIDE STATE HIGHWAY 13, ABOUT 3-1/4 MILES
 BV1738'SOUTH-SOUTHWEST OF PRENTISS. IT IS 62 FEET EAST OF THE CENTERLINE
 BV1738'OF THE HIGHWAY, 19 FEET NORTHEAST OF A TELEPHONE POLE, AND 5.2 FEET
 BV1738'NORTHEAST OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE
 BV1738'DISK IS STAMPED CREEK 1947.
 BV1738'
 BV1738'REFERENCE MARK NO. 1 IS 66.30 FEET EAST OF THE STATION AND 1 FOOT
 BV1738'NORTHEAST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK
 BV1738'IS STAMPED CREEK NO 1 1947.
 BV1738'
 BV1738'REFERENCE MARK NO. 2 IS 93.87 FEET SOUTH OF THE STATION, 49 FEET
 BV1738'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET SOUTH OF A
 BV1738'CONCRETE RIGHT-OF-WAY POST. THE MARK PROJECTS 4 INCHES, AND THE
 BV1738'DISK IS STAMPED CREEK NO 2 1947.
 BV1738'
 BV1738'THE AZIMUTH MARK IS 2.25 MILES SOUTH OF THE STATION, 48 FEET EAST
 BV1738'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A WITNESS
 BV1738'POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CREEK
 BV1738'1947.
 BV1738'
 BV1738'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTISS, GO SOUTH ON
 BV1738'STATE HIGHWAY 13 FOR 3.75 MILES TO THE STATION ON THE LEFT.
 BV1738'
 BV1738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 BV1738'FOR 2.25 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BV1738
 BV1738                          STATION RECOVERY (1955)
 BV1738
 BV1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1738'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1738'THE TELEPHONE POLE NEAR THE STATION, MENTIONED IN THE ORIGINAL
 BV1738'DESCRIPTION, HAS BEEN TAKEN DOWN.
 BV1738'
 BV1738'A NEW DESCRIPTION FOLLOWS--
 BV1738'
 BV1738'THE STATION IS LOCATED 3.75 MILES SOUTH ALONG STATE HIGHWAY 13
 BV1738'FROM THE COURTHOUSE IN PRENTISS, 1 MILE SOUTH OF THE BRIDGE OVER
 BV1738'WHITE SANDS CREEK, ON THE HIGHEST POINT OF A 10-FOOT CUT BANK ON
 BV1738'THE EAST SIDE OF THE HIGHWAY AT A POINT WHERE THE POWER LINE
 BV1738'CROSSES THE HIGHWAY AND 50 YARDS BEFORE REACHING BULLOCKS BAR B.Q.
 BV1738'ON THE RIGHT. IT IS 62 FEET EAST OF THE CENTERLINE OF THE
 BV1738'HIGHWAY, 20 FEET SOUTH OF THE PROJECTED TANGENT OF THE SOUTH SIDE
 BV1738'OF A SMALL WHITE HOUSE WITH BLUE TRIM WHICH IS ON THE WEST SIDE
 BV1738'OF THE ROAD, 27 FEET SOUTHEAST OF A POWER LINE RUNNING NORTHEAST
 BV1738'AND SOUTHWEST AND 66 FEET SOUTH OF A 12 INCH PINE TREE. IT IS A
 BV1738'STANDARD DISK, STAMPED CREEK 1947, PROJECTING 4 INCHES.
 BV1738'
 BV1738'REFERENCE MARK NO. 1 IS 66.30 FEET EAST OF THE STATION IN A FENCE
 BV1738'LINE AND 29 FEET NORTHEAST OF A SMALL PINE TREE. IT IS A STANDARD
 BV1738'DISK STAMPED CREEK NO 1 1947, PROJECTING 6 INCHES.
 BV1738'
 BV1738'REFERENCE MARK NO. 2 IS 93.87 FEET SOUTH OF THE STATION, 49 FEET
 BV1738'EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF A RIGHT-OF-WAY
 BV1738'MARKER, 85 FEET NORTH OF AN 8-INCH PINE TREE AND 120 FEET NORTH
 BV1738'OF THE PROJECTED TANGENT OF THE NORTH SIDE OF THE BULLOCKS BAR
 BV1738'B.Q.  WHICH IS A CONCRETE BLOCK BUILDING. IT IS A STANDARD DISK,
 BV1738'STAMPED CREEK NO 2 1947, PROJECTING 4 INCHES.
 BV1738'
 BV1738'THE AZIMUTH MARK IS 2.25 MILES SOUTH OF THE STATION ON THE EAST
 BV1738'SIDE OF STATE HIGHWAY 13, AT THE NORTH END OF A 10-FOOT CUT BANK
 BV1738'WHICH IS THE FIRST CUT BANK SOUTH OF THE BRIDGE OVER LITTLE WHITE
 BV1738'SANDS CREEK AND 0.6 MILE SOUTH OF THE BRIDGE.
 BV1738'IT IS ABOUT 100 FEET NORTH
 BV1738'OF THE HIGHEST PART OF THE CUT BANK, 2 FEET WEST OF A FENCE LINE
 BV1738'AND 48 FEET EAST OF THE CENTERLINE OF THE HIGHWWAY. IT IS A
 BV1738'STANDARD DISK, STAMPED CREEK 1947, PROJECTING 4 INCHES.
 BV1738'
 BV1738'TO REACH FROM THE COURTHOUSE IN PRENTISS, GO SOUTH ON STATE HIGHWAY
 BV1738'13 AND U.S. HIGHWAY 84 FOR 1.0 MILE TO A FORK AND JUNCTION OF STATE
 BV1738'HIGHWAY 13 AND U.S. HIGHWAY 84, TAKE LEFT FORK, STRAIGHT AHEAD, AND
 BV1738'GO SOUTH OR STATE HIGHWAY 13 FOR 2.75 MILES TO THE STATION ON THE
 BV1738'LEFT. CONTINUE SOUTH FOR 2.25 MILES TO THE AZIMUTH MARK ON THE
 BV1738'LEFT.
 BV1738
 BV1738                          STATION RECOVERY (1957)
 BV1738
 BV1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BV1738'THE STATION WAS VISITED 8-13-57 AND ALL MARKS WERE FOUND IN GOOD
 BV1738'CONDITION. THE STATION MARK AND REFERENCE MARK NO. 2 WERE REPORTED
 BV1738'WITHIN CONSTRUCTION LIMITS OF STATE HIGHWAY 13 AND WERE REQUESTED
 BV1738'TO BE MOVED.
 BV1738'
 BV1738'A NEW STATION CREEK 2 1957 WAS ESTABLISHED COMPLETE WITH UNDERGROUND
 BV1738'MARK, 9.495 METERS EAST OF THE STATION. REFERENCE MARK NO. 1 WAS
 BV1738'USED AS A REFERENCE MARK FOR THE NEW STATION AND REFERENCE MARK NO.
 BV1738'3 WAS ESTABLISHED. THE AZIMUTH MARK 2.25 MILES SOUTH OF THE STATION
 BV1738'WAS NOT VISIBLE AT THIS DATE AND IS NOT VISIBLE FROM THE NEW
 BV1738'STATION DUE TO PINE TREES WHICH COULD NOT BE CUT. REFERENCE MARK
 BV1738'NO. 2 WAS DESTROYED AND THE DISK RECLAIMED. THE SURFACE MARK WAS
 BV1738'DESTROYED AND THE DISK RECLAIMED AND THE UNDERGROUND MARK WILL BE
 BV1738'DESTROYED DURING ROAD CONSTRUCTION. SEE DESCRIPTION OF CREEK 2
 BV1738'1957.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2509 ***********************************************************************
 BH2509  DESIGNATION -  CREEK
 BH2509  PID         -  BH2509
 BH2509  STATE/COUNTY-  MS/GEORGE
 BH2509  USGS QUAD   -  BENNDALE (1982)
 BH2509
 BH2509                         *CURRENT SURVEY CONTROL
 BH2509  ___________________________________________________________________
 BH2509* NAD 83(1993)-  30 49 05.20088(N)    088 51 37.30454(W)     ADJUSTED  
 BH2509* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BH2509  ___________________________________________________________________
 BH2509  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2509  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BH2509  HORZ ORDER  -  FIRST
 BH2509
 BH2509.The horizontal coordinates were established by classical geodetic methods
 BH2509.and adjusted by the National Geodetic Survey in May 1994.
 BH2509
 BH2509.The orthometric height was scaled from a topographic map.
 BH2509
 BH2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2509
 BH2509.The geoid height was determined by GEOID03.
 BH2509
 BH2509;                    North         East     Units Scale Factor Converg.
 BH2509;SPC MS E     -   146,112.441   297,413.854   MT  0.99995008   -0 00 49.9
 BH2509;SPC MS E     -   479,370.57    975,765.29   sFT  0.99995008   -0 00 49.9
 BH2509;UTM  16      - 3,410,924.795   322,047.363   MT  0.99999064   -0 57 12.0
 BH2509
 BH2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2509!SPC MS E     -   0.99999617  x   0.99995008  =   0.99994625
 BH2509!UTM  16      -   0.99999617  x   0.99999064  =   0.99998681
 BH2509
 BH2509|---------------------------------------------------------------------|
 BH2509| PID    Reference Object                     Distance      Geod. Az  |
 BH2509|                                                           dddmmss.s |
 BH2509| DD7746 CREEK RM 2                           21.443 METERS 11401     |
 BH2509| DD7747 CREEK RM 3                           22.813 METERS 11411     |
 BH2509| DD7744 CREEK AZ MK                                        1944644.0 |
 BH2509| BH2503 OIL DERRICK                         APPROX.12.7 KM 2262559.0 |
 BH2509| DD7745 CREEK RM 1                           21.445 METERS 34908     |
 BH2509|---------------------------------------------------------------------|
 BH2509
 BH2509                          SUPERSEDED SURVEY CONTROL
 BH2509
 BH2509  NAD 83(1993)-  30 49 05.21223(N)    088 51 37.30656(W) AD(       ) 1
 BH2509  NAD 83(1986)-  30 49 05.21742(N)    088 51 37.30373(W) AD(       ) 1
 BH2509  NAD 27      -  30 49 04.55700(N)    088 51 37.15200(W) AD(       ) 1
 BH2509
 BH2509.Superseded values are not recommended for survey control.
 BH2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2509.See file dsdata.txt to determine how the superseded data were derived.
 BH2509
 BH2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2204710925(NAD 83)
 BH2509_MARKER: DS = TRIANGULATION STATION DISK
 BH2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2509
 BH2509  HISTORY     - Date     Condition        Report By
 BH2509  HISTORY     - 1942     MONUMENTED       CGS
 BH2509  HISTORY     - 1971     GOOD             NGS
 BH2509
 BH2509                          STATION DESCRIPTION
 BH2509
 BH2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2509'STATION IS LOCATED ABOUT 16.5 MILES E AND 3 MILES S OF WIGGINS,
 BH2509'MISSISSIPPI, NEAR THE CENTER OF SEC. 2, T. 3 S, R. 9W, ON PROPERTY
 BH2509'BELONGING TO THE UNIVERSITY OF MISSISSIPPI.  IT IS ON THE SUMMIT OF A
 BH2509'THINLY WOODED KNOLL, 47 FEET SW OF THE CROSSROADS OF THE N-S AND
 BH2509'NW-SE WOODS ROAD, 27 FEET NW OF A 6-INCH TRIANGULAR BLAZED OAK TREE,
 BH2509'AND 3 FEET SW OF A STANDARD REFERENCE POST.  MARK IS STAMPED
 BH2509'CREEK 1942 AND PROJECTS 5 INCHES.
 BH2509'
 BH2509'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH2509'BRONZE DISKS SET IN CONCRETE.
 BH2509'
 BH2509'REFERENCE MARK NO. 1 IS 74.70 FEET N OF THE STATION, 46 FEET W OF THE
 BH2509'CENTER LINE OF N-S WOODS ROAD.  MARK IS STAMPED CREEK NO. 1 1942
 BH2509'AND PROJECTS 6 INCHES.
 BH2509'
 BH2509'REFERENCE MARK NO. 2 IS 70.35 FEET SE OF THE STATION, ON THE E SIDE
 BH2509'OF THE N-S WOODS ROAD, 35 FEET W OF THE CENTER LINE OF THE N-S WOODS
 BH2509'ROAD, AND 20 FEET S OF THE DIAGONAL WOODS ROAD.  IT IS STAMPED CREEK
 BH2509'NO. 2 1942.
 BH2509'
 BH2509'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE S OF THE STATION ON THE W
 BH2509'SIDE OF THE WOODS ROAD, 26 YARDS W OF THE CENTER LINE, AND 3 FEET
 BH2509'WNW OF A STANDARD REFERENCE POST.  THE MARK IS STAMPED CREEK 1942 AND
 BH2509'PROJECTS 6 INCHES.
 BH2509'
 BH2509'TO REACH THE STATION FROM LUCEDALE, MISSISSIPPI, GO WESTERLY ON ROUTE
 BH2509'26 FOR ABOUT 15 MILES TO THE WILKERSON FERRY, CONTINUE ON ROUTE
 BH2509'26 FOR 9.55 MILES TO A T-ROAD RIGHT.  TURN RIGHT ON THE DIRT ROAD AND
 BH2509'GO 1.6 MILES ON THE MAIN TRAVELED ROAD TO A FARMHOUSE ON THE
 BH2509'RIGHT, BEAR LEFT AND CONTINUE 0.4 MILE NORTHWESTERLY TO THE
 BH2509'CROSSROADS.  THE STATION IS IN THE SW ANGLE.
 BH2509'
 BH2509'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH2509
 BH2509                          STATION RECOVERY (1971)
 BH2509
 BH2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH2509'THE STATION WAS VISITED 11-12-71 AND THE STATION MARK, AZIMUTH MARK
 BH2509'AND R. M. NO. 1 WERE FOUND IN GOOD CONDITION.  R. M. NO. 2 WAS FOUND
 BH2509'DISTURBED, THE MONUMENT WAS RESET, THE DISK STAMPED NO. 3 1971 AND
 BH2509'USED FOR REFERENCE MARK NO. 3.  THE DISTANCE TO THE REFERENCE MARKS
 BH2509'WERE FOUND TO HAVE BEEN REVERSED IN 1942.  THE DISTANCE TO R.M. NO.
 BH2509'1 IS 70.36 FEET INSTEAD OF 74.70 FEET AS STATED IN THE ORIGINAL
 BH2509'DESCRIPTION.  A NEW DESCRIPTION FOLLOWS-
 BH2509'
 BH2509'THE STATION IS LOCATED 17 MILES SOUTHEAST OF WIGGINS, 18 MILES
 BH2509'SOUTHWEST OF LUCEDALE, IN THE NORTHWEST 1/4 OF SECTION 2, T3S, R9W,
 BH2509'ON THE SUMMIT OF A WOODED RIDGE, ON PROPERTY OWNED BY THE MISSISSIPPI
 BH2509'SOUTHERN UNIVERSITY.  IT IS 100 FEET NORTH OF THE PROJECTED
 BH2509'CENTERLINE OF A SIDE ROAD LEADING EAST 34 FEET WEST OF THE CENTER OF
 BH2509'A DIRT ROAD, 48 FEET EAST OF A 12-INCH PINE TREE, 50 FEET NORTHEAST
 BH2509'OF ANOTHER 12-INCH PINE TREE, AND 1 FOOT WEST OF A METAL WITNESS
 BH2509'POST.  IT IS A TRIANGULATION DISK STAMPED CREEK 1942 PROJECTING 4
 BH2509'INCHES.
 BH2509'
 BH2509'REFERENCE MARK NO. 1 IS 70.36 FEET NORTH OF THE STATION.  IT IS 40
 BH2509'FEET WEST OF THE CENTER OF A DIRT ROAD, 14 FEET SOUTH OF THE CENTER
 BH2509'OF A TRACK ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BH2509'REFERENCE MARK DISK STAMPED CREEK NO.  1 1942 PROJECTING 6 INCHES.
 BH2509'
 BH2509'REFERENCE MARK NO. 3 IS 74.85 FEET SOUTHEAST OF THE STATION, 34 FEET
 BH2509'EAST OF THE CENTER OF THE ROAD, 19 FEET SOUTHWEST OF A TRACK ROAD,
 BH2509'3 FEET SOUTHWEST OF A FENCE LINE, 69 FEET NORTH OF THE NORTH END OF A
 BH2509'GATE, 77 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 1 FOOT EAST OF
 BH2509'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED CREEK NO.
 BH2509'3 1942, 1971 PROJECTING 8 INCHES.
 BH2509'
 BH2509'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, IN AN OPEN AREA,
 BH2509'ON THE WEST SIDE OF THE ROAD, NEAR THE SOUTH EDGE OF THE OPEN AREA.
 BH2509'IT IS 79 FEET WEST OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTH OF
 BH2509'THE CENTER OF A WOOD ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS
 BH2509'POST.  IT IS AN AZIMUTH MARK DISK STAMPED CREEK 1942, PROJECTING 4
 BH2509'INCHES.
 BH2509'
 BH2509'TO REACH THE STATION FROM THE STONE COUNTY JUNIOR HIGH SCHOOL, ABOUT
 BH2509'0.5 MILE WEST OF WIGGINS, GO EAST ON STATE HIGHWAY 26 FOR 7.3 MILES
 BH2509'TO JUNCTION WITH STATE HIGHWAY 15, CONTINUE EAST ON STATE HIGHWAY 26
 BH2509'FOR 3.3 MILES TO A CROSS ROAD, TURN RIGHT AND GO SOUTH ON U.S.
 BH2509'FOREST SERVICE ROAD NO. 383 FOR 5.3 MILES TO A T INTERSECTION, TURN
 BH2509'LEFT AND CONTINUE EAST FOR 2.8 MILES TO A SIDE ROAD LEFT, TURN
 BH2509'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.95 MILE TO A FORK, TAKE
 BH2509'LEFT FORK AND GO NORTH 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BH2509'CONTINUE NORTH FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BH2509'
 BH2509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 16.9 MILES
 BH2509'SOUTHEAST OF WIGGINS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1739 ***********************************************************************
 BV1739  DESIGNATION -  CREEK 2
 BV1739  PID         -  BV1739
 BV1739  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1739  USGS QUAD   -  PRENTISS WEST (1970)
 BV1739
 BV1739                         *CURRENT SURVEY CONTROL
 BV1739  ___________________________________________________________________
 BV1739* NAD 83(1993)-  31 33 08.70396(N)    089 53 25.43028(W)     NO CHECK  
 BV1739* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BV1739  ___________________________________________________________________
 BV1739  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BV1739  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BV1739  HORZ ORDER  -  THIRD
 BV1739
 BV1739.The horizontal coordinates were established by classical geodetic methods
 BV1739.and adjusted by the National Geodetic Survey in May 1994.
 BV1739.No horizontal observational check was made to the station.
 BV1739
 BV1739.The orthometric height was scaled from a topographic map.
 BV1739
 BV1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1739
 BV1739.The geoid height was determined by GEOID03.
 BV1739
 BV1739;                    North         East     Units Scale Factor Converg.
 BV1739;SPC MS W     -   227,607.627   742,054.546   MT  0.99997180   +0 13 54.4
 BV1739;SPC MS W     -   746,742.69  2,434,557.29   sFT  0.99997180   +0 13 54.4
 BV1739;UTM  16      - 3,494,449.803   225,615.597   MT  1.00052868   -1 30 48.3
 BV1739
 BV1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1739!SPC MS W     -   0.99998730  x   0.99997180  =   0.99995910
 BV1739!UTM  16      -   0.99998730  x   1.00052868  =   1.00051598
 BV1739
 BV1739|---------------------------------------------------------------------|
 BV1739| PID    Reference Object                     Distance      Geod. Az  |
 BV1739|                                                           dddmmss.s |
 BV1739| CF9473 CREEK RM 1                           10.903 METERS 07130     |
 BV1739| BV1738 CREEK                                 9.495 METERS 26809     |
 BV1739| CF9475 CREEK 2 RM 3                         13.891 METERS 35808     |
 BV1739|---------------------------------------------------------------------|
 BV1739
 BV1739                          SUPERSEDED SURVEY CONTROL
 BV1739
 BV1739  NAD 83(1986)-  31 33 08.71822(N)    089 53 25.42824(W) AD(       ) 3
 BV1739  NAD 27      -  31 33 08.10800(N)    089 53 25.14100(W) AD(       ) 3
 BV1739
 BV1739.Superseded values are not recommended for survey control.
 BV1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1739.See file dsdata.txt to determine how the superseded data were derived.
 BV1739
 BV1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2561694450(NAD 83)
 BV1739_MARKER: DS = TRIANGULATION STATION DISK
 BV1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1739+STABILITY: SURFACE MOTION
 BV1739
 BV1739  HISTORY     - Date     Condition        Report By
 BV1739  HISTORY     - 1957     MONUMENTED       CGS
 BV1739  HISTORY     - 1972     GOOD             MSHD
 BV1739
 BV1739                          STATION DESCRIPTION
 BV1739
 BV1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BV1739'THE STATION IS LOCATED 3.75 MILES SOUTH ALONG STATE HIGHWAY 13 FROM
 BV1739'THE COURTHOUSE IN PRENTISS, 1.0 MILE SOUTH OF THE BRIDGE OVER WHITE
 BV1739'SANDS CREEK ON THE HIGHEST PART OF A 10-FOOT CUT BANK ON THE EAST
 BV1739'SIDE OF THE HIGHWAY, NEAR A POINT WHERE A POWER LINE CROSSES THE
 BV1739'HIGHWAY, 50 YARDS BEFORE REACHING THE BULLOCKS BAR B.Q. ON THE
 BV1739'RIGHT.  IT IS 92 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 BV1739'SOUTH OF THE PROJECTED PLANE OF THE SOUTH SIDE OF A SMALL WHITE
 BV1739'HOUSE WITH BLUE TRIMMING WHICH IS ON THE WEST SIDE OF THE
 BV1739'HIGHWAY, 50 FEET SOUTHEAST OF A POWER LINE, 156 FEET SOUTHWEST
 BV1739'OF A POWER POLE AND 20 FEET EAST OF THE EDGE OF THE BANK. IT IS A
 BV1739'STANDARD DISK, STAMPED CREEK 2 1957, PROJECTING, 6 INCHES.
 BV1739'
 BV1739'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 28 FEET NORTH OF THE
 BV1739'NORTH EDGE OF A CULTIVATED FIELD, 125 FEET EAST OF THE CENTERLINE
 BV1739'OF THE HIGHWAY, AND 29 FEET NORTH WEST OF A SMALL PINE TREE. IT IS
 BV1739'A STANDARD DISK, STAMPED CREEK NO 1 1947, PROJECTING 6 INCHES.
 BV1739'
 BV1739'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 90 FEET EAST OF THE
 BV1739'CENTERLINE OF THE HIGHWAY, 20 FEET NORTHEAST OF THE CENTER OF THE
 BV1739'POWER LINE AND ON THE PROJECTED PLANE OF THE NORTH SIDE OF THE
 BV1739'SMALL WHITE HOUSE ON THE WEST SIDE OF THE HIGHWAY. IT IS A STANDARD
 BV1739'DISK, STAMPED CREEK 2 NO 3 1957, PROJECTING 6 INCHES.
 BV1739'
 BV1739'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 BV1739'IS 49.3 FEET.
 BV1739'
 BV1739'THE STATION WAS ESTABLISHED BY A TRAVERSE CONNECTION FROM CREEK 1947.
 BV1739'
 BV1739'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BV1739
 BV1739                          STATION RECOVERY (1972)
 BV1739
 BV1739'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1739'THE STATION WAS VISITED 7-13-72 AND THE STATION RM NO 1 AND RM NO 3
 BV1739'WERE FOUND IN GOOD CONDITION.
 BV1739'
 BV1739'THE STATION IS LOCATED 3.7 MILES SOUTHWEST OF PRENTISS, 1 MILE
 BV1739'SOUTH OF THE BRIDGE OVER WHITE SANDS CREEK ON THE HIGHEST PART OF
 BV1739'A 10 FOOT BANK IN THE SOUTHWEST CORNER OF SECTION 23, T 7N, R 19W,
 BV1739'AND ON LAND OWNED BY LULU ALLEN. IT IS 92 FEET EAST OF THE CENTER
 BV1739'OF HIGHWAY 13, 23 FEET EAST OF THE EDGE OF A 10 FOOT BANK, 76.5
 BV1739'FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST
 BV1739'AND 22 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF
 BV1739'A SMALL FRAME HOUSE ON THE OPPOSITE SIDE OF THE HIGHWAY.
 BV1739'
 BV1739'IT IS A TRIANGULATION DISK, STAMPED CREEK 2 1957 PROJECTING 2 INCHES.
 BV1739'
 BV1739'REFERENCE MARK NO 1 IS 35.77 FEET EAST OF THE STATION. IT IS 127
 BV1739'FEET EAST OF THE CENTER OF HIGHWAY 13, 57 FEET EAST OF THE EDGE OF A
 BV1739'10 FOOT BANK, 73.5 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT SOUTH
 BV1739'OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK, STAMPED
 BV1739'CREEK NO 1 1947 PROJECTING 6 INCHES.
 BV1739'
 BV1739'REFERENCE MARK NO 3 IS 45.57 FEET NORTH OF THE STATION. IT IS 90
 BV1739'FEET EAST OF THE CENTER OF HIGHWAY 13, 20 FEET EAST OF THE EDGE OF
 BV1739'A 10 FOOT BANK, 30.5 FEET SOUTH OF A POWER POLE AND 1 FOOT SOUTH
 BV1739'OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK, STAMPED
 BV1739'CREEK 2 NO 3 1957 PROJECTING 8 INCHES.
 BV1739'
 BV1739'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 3 IS 49.3 FEET.
 BV1739'
 BV1739'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS GO
 BV1739'SOUTHWEST ON STATE HIGHWAY 13 (COLUMBIA AVENUE) FOR 0.9 MILES TO
 BV1739'THE JUNCTION OF STATE HIGHWAY 84. CONTINUE SOUTHWEST ON STATE
 BV1739'HIGHWAY 13 FOR 2.85 MILES TO THE TOP OF A HILL AND THE STATION ON
 BV1739'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1820 ***********************************************************************
 EG1820  DESIGNATION -  CRENSHAW
 EG1820  PID         -  EG1820
 EG1820  STATE/COUNTY-  MS/MARSHALL
 EG1820  USGS QUAD   -  MT PLEASANT (1971)
 EG1820
 EG1820                         *CURRENT SURVEY CONTROL
 EG1820  ___________________________________________________________________
 EG1820* NAD 83(1993)-  34 59 36.50397(N)    089 35 32.12076(W)     ADJUSTED  
 EG1820* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EG1820  ___________________________________________________________________
 EG1820  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EG1820  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1820  HORZ ORDER  -  FIRST
 EG1820
 EG1820.The horizontal coordinates were established by classical geodetic methods
 EG1820.and adjusted by the National Geodetic Survey in May 1994.
 EG1820
 EG1820.The orthometric height was scaled from a topographic map.
 EG1820
 EG1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1820
 EG1820.The geoid height was determined by GEOID03.
 EG1820
 EG1820;                    North         East     Units Scale Factor Converg.
 EG1820;SPC MS E     -   609,412.248   230,716.624   MT  1.00000914   -0 26 06.9
 EG1820;SPC MS E     - 1,999,380.02    756,942.79   sFT  1.00000914   -0 26 06.9
 EG1820;SPC TN       -    79,262.517   272,099.057   MT  1.00005517   -2 06 11.0
 EG1820;SPC TN       -   260,047.11    892,711.66   sFT  1.00005517   -2 06 11.0
 EG1820;SPC MS W     -   609,400.017   767,654.254   MT  1.00000639   +0 25 30.0
 EG1820;SPC MS W     - 1,999,339.89  2,518,545.66   sFT  1.00000639   +0 25 30.0
 EG1820;UTM  16      - 3,875,389.895   263,405.740   MT  1.00028995   -1 29 14.3
 EG1820
 EG1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1820!SPC MS E     -   0.99998015  x   1.00000914  =   0.99998929
 EG1820!SPC TN       -   0.99998015  x   1.00005517  =   1.00003532
 EG1820!SPC MS W     -   0.99998015  x   1.00000639  =   0.99998654
 EG1820!UTM  16      -   0.99998015  x   1.00028995  =   1.00027009
 EG1820
 EG1820|---------------------------------------------------------------------|
 EG1820| PID    Reference Object                     Distance      Geod. Az  |
 EG1820|                                                           dddmmss.s |
 EG1820| CG3862 CRENSHAW RM 1                        41.310 METERS 07716     |
 EG1820| CG3863 CRENSHAW RM 2                        43.970 METERS 24029     |
 EG1820| FE2543 COLLIERVILLE TANK                   APPROX. 8.6 KM 3101531.2 |
 EG1820|---------------------------------------------------------------------|
 EG1820
 EG1820                          SUPERSEDED SURVEY CONTROL
 EG1820
 EG1820  NAD 83(1993)-  34 59 36.50802(N)    089 35 32.11952(W) AD(       ) 1
 EG1820  NAD 83(1986)-  34 59 36.51464(N)    089 35 32.12086(W) AD(       ) 1
 EG1820  NAD 27      -  34 59 36.18200(N)    089 35 31.83100(W) AD(       ) 1
 EG1820
 EG1820.Superseded values are not recommended for survey control.
 EG1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1820.See file dsdata.txt to determine how the superseded data were derived.
 EG1820
 EG1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6340675390(NAD 83)
 EG1820_MARKER: DS = TRIANGULATION STATION DISK
 EG1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1820
 EG1820  HISTORY     - Date     Condition        Report By
 EG1820  HISTORY     - 1914     MONUMENTED       CGS
 EG1820  HISTORY     - 1934     GOOD             CGS
 EG1820  HISTORY     - 1941     GOOD             CGS
 EG1820  HISTORY     - 1955     SEE DESCRIPTION  CGS
 EG1820  HISTORY     - 19700422 GOOD             USGS
 EG1820
 EG1820                          STATION DESCRIPTION
 EG1820
 EG1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1820'ABOUT 6 MILES SOUTHEAST OF COLLIERVILLE, 5 MILES NORTHWEST OF MOUNT
 EG1820'PLEASANT, 0.75
 EG1820'MILE NORTH OF STATE ROUTE 2, ABOUT 0.25 MILE SOUTH OF
 EG1820'TENNESSEE-MISSISSIPPI STATE LINE,
 EG1820'IN CULTIVATED FIELD OWNED BY J M
 EG1820'CRENSHAW.  IN 1914 STATION WAS REPORTED ABOUT 60
 EG1820'METERS (197 FEET)
 EG1820'NORTHEAST OF MR CRENSHAWS HOUSE WHICH STOOD ON PROMINENT KNOLL, BUT
 EG1820'IN 1934 IT WAS
 EG1820'REPORTED THAT HOUSE HAD BURNED AND STATION WAS N 20
 EG1820'DEGREE W (MAGNETIC) FROM
 EG1820'REMAINING BRICK CHIMNEY.  TO REACH FROM
 EG1820'PUBLIC SQUARE IN COLLIERVILLE, GO SOUTH 4.7
 EG1820'MILES ON TENNESSEE ROUTE
 EG1820'86 (COLLIERVILLE-MOUNT PLEASANT ROAD) TO TENNESSEE-MISSISSIPPI
 EG1820'STATE LINE,
 EG1820'CONTINUE SOUTH 1.8 MILES ON MISSISSIPPI ROUTE 2, AT T-JUNCTION
 EG1820'TURN LEFT ONTO DIRT LANE
 EG1820'(AVOIDING LANE TO RIGHT), AND GO 0.7 MILE TO
 EG1820'STATION SITE.  SURFACE AND UNDERGROUND
 EG1820'MARKS ARE STANDARD STATION
 EG1820'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 EG1820'STANDARD
 EG1820'REFERENCE DISKS IN CONCRETE.  NO 1 IS 41.31 METERS (135.5
 EG1820'FEET) FROM STATION
 EG1820'N 77 DEG 16 MIN E.  NO 2 IS ABOUT 30 FEET
 EG1820'NORTH OF BARN, AND ABOUT 0.5 METER (2
 EG1820'FEET) ABOVE AND 43.97 METERS
 EG1820'(144.3 FEET) FROM STATION S 60 DEG 28 MIN W.
 EG1820
 EG1820                          STATION RECOVERY (1941)
 EG1820
 EG1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JSH)
 EG1820'MARK WAS FOUND BY PUBLISHED DESCRIPTION.
 EG1820'
 EG1820'STAMPED CRENSHAW BY U S ENGINEERS TRAVERSE PARTY.  THIS MARK HAS NEVER
 EG1820'BEEN STAMPED.
 EG1820
 EG1820                          STATION RECOVERY (1955)
 EG1820
 EG1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1820'STATION MARK, REFERENCE MARK NO 2 WERE FOUND DESTROYED.  REFERENCE
 EG1820'MARK NO 1 WAS FOUND IN
 EG1820'GOOD CONDITION BUT WAS DESTROYED BY THIS PARTY.
 EG1820'
 EG1820'NEW STATION CRENSHAW 2 WAS ESTABLISHED.
 EG1820
 EG1820                          STATION RECOVERY (1970)
 EG1820
 EG1820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 EG1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1821 ***********************************************************************
 EG1821  DESIGNATION -  CRENSHAW 2
 EG1821  PID         -  EG1821
 EG1821  STATE/COUNTY-  MS/MARSHALL
 EG1821  USGS QUAD   -  MT PLEASANT (1971)
 EG1821
 EG1821                         *CURRENT SURVEY CONTROL
 EG1821  ___________________________________________________________________
 EG1821* NAD 83(1993)-  34 59 33.55834(N)    089 35 31.39814(W)     ADJUSTED  
 EG1821* NAVD 88     -       153.697  (meters)     504.25   (feet)  POSTED    
 EG1821  ___________________________________________________________________
 EG1821  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EG1821  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1821  DYNAMIC HT  -         153.550 (meters)     503.77  (feet)  COMP
 EG1821  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 EG1821
 EG1821  HORZ ORDER  -  SECOND
 EG1821  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG1821
 EG1821.The horizontal coordinates were established by classical geodetic methods
 EG1821.and adjusted by the National Geodetic Survey in May 1994.
 EG1821
 EG1821.The orthometric height was determined by differential leveling
 EG1821.and adjusted by the  in 1992.
 EG1821.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG1821.was located on a no-check spur therefore a value was not computed.
 EG1821.No vertical observational check was made to the station.
 EG1821
 EG1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1821
 EG1821.The geoid height was determined by GEOID03.
 EG1821
 EG1821.The dynamic height is computed by dividing the NAVD 88
 EG1821.geopotential number by the normal gravity value computed on the
 EG1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1821.degrees latitude (g = 980.6199 gals.).
 EG1821
 EG1821.The modeled gravity was interpolated from observed gravity values.
 EG1821
 EG1821;                    North         East     Units Scale Factor Converg.
 EG1821;SPC MS E     -   609,321.335   230,734.260   MT  1.00000911   -0 26 06.4
 EG1821;SPC MS E     - 1,999,081.75    757,000.65   sFT  1.00000911   -0 26 06.4
 EG1821;SPC TN       -    79,171.125   272,114.040   MT  1.00005538   -2 06 10.6
 EG1821;SPC TN       -   259,747.27    892,760.81   sFT  1.00005538   -2 06 10.6
 EG1821;SPC MS W     -   609,309.380   767,673.253   MT  1.00000642   +0 25 30.4
 EG1821;SPC MS W     - 1,999,042.52  2,518,608.00   sFT  1.00000642   +0 25 30.4
 EG1821;UTM  16      - 3,875,298.649   263,421.708   MT  1.00028985   -1 29 13.8
 EG1821
 EG1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1821!SPC MS E     -   0.99998021  x   1.00000911  =   0.99998932
 EG1821!SPC TN       -   0.99998021  x   1.00005538  =   1.00003558
 EG1821!SPC MS W     -   0.99998021  x   1.00000642  =   0.99998663
 EG1821!UTM  16      -   0.99998021  x   1.00028985  =   1.00027005
 EG1821
 EG1821|---------------------------------------------------------------------|
 EG1821| PID    Reference Object                     Distance      Geod. Az  |
 EG1821|                                                           dddmmss.s |
 EG1821| EG2031 CRENSHAW 2 RM 1                      26.428 METERS 17943     |
 EG1821| EG1824 BYHALIA MUNICIPAL TANK              APPROX.16.1 KM 2130110.1 |
 EG1821| EG1823 BYHALIA GEM INC TANK                APPROX.16.1 KM 2152228.4 |
 EG1821| EG1956 CRENSHAW 2 AZ MK                                   2162444.7 |
 EG1821| EG2030 CRENSHAW 2 RM 2                      25.287 METERS 27544     |
 EG1821|---------------------------------------------------------------------|
 EG1821
 EG1821                          SUPERSEDED SURVEY CONTROL
 EG1821
 EG1821  NAD 83(1993)-  34 59 33.56464(N)    089 35 31.39842(W) AD(       ) 2
 EG1821  NAD 83(1986)-  34 59 33.56915(N)    089 35 31.39883(W) AD(       ) 2
 EG1821  NAD 27      -  34 59 33.23600(N)    089 35 31.10900(W) AD(       ) 2
 EG1821
 EG1821.Superseded values are not recommended for survey control.
 EG1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1821.See file dsdata.txt to determine how the superseded data were derived.
 EG1821
 EG1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6342275299(NAD 83)
 EG1821_MARKER: DS = TRIANGULATION STATION DISK
 EG1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1821_SP_SET: CONCRETE POST
 EG1821_STAMPING: CRENSHAW 2 1955
 EG1821_MARK LOGO: CGS   
 EG1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1821+STABILITY: SURFACE MOTION
 EG1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1821+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 EG1821
 EG1821  HISTORY     - Date     Condition        Report By
 EG1821  HISTORY     - 1955     MONUMENTED       CGS
 EG1821  HISTORY     - 1955     GOOD             CGS
 EG1821  HISTORY     - 1966     GOOD             MSHD
 EG1821  HISTORY     - 19880523 GOOD             MSHD
 EG1821  HISTORY     - 20030902 GOOD             INDIV
 EG1821
 EG1821                          STATION DESCRIPTION
 EG1821
 EG1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1821'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BYHALIA, ABOUT 5 MILES
 EG1821'NORTHWEST OF MT PLEASANT,
 EG1821'ABOUT 0.75 MILE NORTH OF U S HIGHWAY 72, ABOUT 0.25
 EG1821'MILE SOUTH OF THE
 EG1821'MISSISSIPPI-TENNESSEE STATE LINE, ON THE EAST ONE
 EG1821'OF TWO HILLS ON THE TWIN HILL RANCH
 EG1821'WHICH IS OWNED BY J R AND K W
 EG1821'TAYLOR OF GERMANTOWN, TENNESSEE AND NEAR THE CENTER OF
 EG1821'THE SOUTH 0.5
 EG1821'MILE OF SECTION 14, T 1 S, R 4 W.
 EG1821'
 EG1821'TO REACH THE STATION FROM THE CROSSROADS IN MT PLEASANT, GO
 EG1821'WEST-NORTHWEST ON U S
 EG1821'HIGHWAY 72 FOR 5 MILES TO THE TWIN HILL RANCH, TURN RIGHT AND GO
 EG1821'NORTH ON RANCH ROAD
 EG1821'FOR 0.05 MILE TO A CATTLE GUARD AND THE AZIMUTH
 EG1821'MARK ON THE RIGHT.  CONTINUE NORTH ON
 EG1821'RANCH ROAD FOR 0.4 MILE TO A
 EG1821'TRACK ROAD RIGHT, TURN RIGHT AND GO EAST ON TRACK ROAD
 EG1821'FOR 0.15 MILE TO
 EG1821'A FENCED IN WELL AND PUMP ON THE LEFT, CONTINUE EASTERLY THROUGH
 EG1821'PASTURE FOR 0.2 MILE
 EG1821'TO THE HIGHEST POINT OF HILL AND THE STATION.
 EG1821'
 EG1821'STATION MARK, A STANDARD DISK, STAMPED CRENSHAW 2 1955, IS SET IN THE
 EG1821'TOP OF A CONCRETE MONUMENT
 EG1821'WHICH PROJECTS 6 INCHES.  IT IS 29 SOUTHWEST OF A
 EG1821'10 INCH MAPLE TREE AND 1 FOOT
 EG1821'SOUTHWEST OF A WHITE WITNESS POST.
 EG1821'
 EG1821'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED CRENSHAW 2 NO 1 1955,
 EG1821'IS SET IN THE TOP OF A
 EG1821'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 EG1821'APPROXIMATELY 3 FEET LOWER THAN
 EG1821'THE STATION.
 EG1821'
 EG1821'REFERENCE MARK NO 2, A STANDARD DISK, STAMPED CRENSHAW 2 NO 2 1955,
 EG1821'IS SET IN THE TOP OF A
 EG1821'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 15
 EG1821'FEET SOUTH OF A 18 INCH MAPLE
 EG1821'TREE AND IS APPROXIMATELY 1 FOOT LOWER
 EG1821'THAN THE STATION.
 EG1821'
 EG1821'AZIMUTH MARK, A STANDARD DISK, STAMPED CRENSHAW 2 1955, IS SET IN THE
 EG1821'TOP OF A CONCRETE MONUMENT
 EG1821'WHICH PROJECTS 6 INCHES.  IT IS 28 FEET EAST OF THE
 EG1821'CENTER OF CATTLE GUARD, 1.5 FEET
 EG1821'SOUTHEAST OF CORNER POST, 1.5 FEET
 EG1821'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST
 EG1821'OF A BOARD FENCE.
 EG1821'
 EG1821'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EG1821
 EG1821                          STATION RECOVERY (1955)
 EG1821
 EG1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EG1821'RECOVERED IN GOOD CONDITION.
 EG1821
 EG1821                          STATION RECOVERY (1966)
 EG1821
 EG1821'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1821'THE STATION WAS VISITED 5-17-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1821'CONDITION.
 EG1821'
 EG1821'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1821'NORTH ON MISSISSIPPI
 EG1821'HIGHWAY 7 FOR 1.35 MILES TO MISSISSIPPI 311 ON THE
 EG1821'LEFT, TURN LEFT (NORTHWEST) AND
 EG1821'CONTINUE ON HIGHWAY 311 FOR 13.25
 EG1821'MILES TO THE INTERSECTION OF U S 72, TURN LEFT
 EG1821'(WEST) AND CONTINUE ON
 EG1821'HIGHWAY 72 FOR 5.3 MILES TO THE ENTRANCE TO THE TWIN HILL RANCH
 EG1821'ON THE RIGHT,
 EG1821'TURN RIGHT (NORTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR
 EG1821'APPROXIMATELY 100 FEET TO A
 EG1821'CATTLE GUARD AND THE AZIMUTH ON THE
 EG1821'RIGHT, CONTINUE NORTH ON THE ALL WEATHER ROAD
 EG1821'FOR 0.5 MILE TO A TRACK
 EG1821'ROAD RIGHT, TURN RIGHT (NORTHEAST) AND CONTINUE ON THE TRACK
 EG1821'ROAD FOR 0.15 MILE
 EG1821'TO A FENCED IN WELL ON THE LEFT, CONTINUE SOUTHEAST THROUGH
 EG1821'THE PASTURE FOR 0.15 MILE TO
 EG1821'THE TOP OF THE HILL AND THE STATION AS
 EG1821'DESCRIBED.  THE STATION DISK IS STAMPED
 EG1821'CRENSHAW 2 (1955).
 EG1821'
 EG1821'IT IS 52 FEET SOUTHEAST OF THE SOUTH EDGE OF A LARGE HOLE IN THE
 EG1821'GROUND, 29 FEET SOUTH
 EG1821'OF A 10 INCH PECAN, AND 1.8 FEET SOUTH OF A METAL
 EG1821'WITNESS POST.
 EG1821'
 EG1821'RM 1 IS 79 FEET NORTHWEST OF A DOUBLE TWIN OAK TREE, 69.5 FEET NORTH
 EG1821'OF A 12 INCH CEDAR,
 EG1821'AND STAMPED CRENSHAW 2 NO 1 (1955).
 EG1821'
 EG1821'RM 2 IS 17.5 FEET SOUTH OF A 20 INCH WALNUT TREE AND STAMPED CRENSHAW
 EG1821'2 NO 2 (1955).
 EG1821'
 EG1821'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF A CATTLE GUARD, 2
 EG1821'FEET NORTHEAST OF
 EG1821'A METAL WITNESS POST, 1.7 FEET SOUTHEAST OF A FENCE
 EG1821'CORNER, AND STAMPED CRENSHAW 2
 EG1821'(1955).
 EG1821
 EG1821                          STATION RECOVERY (1988)
 EG1821
 EG1821'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG1821'8.29 KM (5.15 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1821'STATE HIGHWAY 311 AT MT. PLEASANT TO A PRIVATE ROAD ON THE RIGHT, THEN
 EG1821'NORTH ON PAVED DRIVE 1.13 KM (0.70 MI) TO TOP OF HILL, THEN EAST
 EG1821'ACROSS OPEN FIELD 0.40 KM (0.25 MI) TO THE HIGHEST GROUND AND MARK,
 EG1821'8.63 M (28.3 FT) SOUTH OF A 24 INCH PECAN TREE, 6.46 M (21.2 FT) EAST
 EG1821'OF A 10 INCH THORN TREE, 0.55 M (1.8 FT) SOUTH OF A METAL WITNESS POST
 EG1821'AND SIGN AND 0.30 M (1.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST,
 EG1821'PROJECTING 8 INCHES ABOVE THE GROUND.
 EG1821
 EG1821                          STATION RECOVERY (2003)
 EG1821
 EG1821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB)
 EG1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1956 ***********************************************************************
 EG1956  DESIGNATION -  CRENSHAW 2 AZ MK
 EG1956  PID         -  EG1956
 EG1956  STATE/COUNTY-  MS/MARSHALL
 EG1956  USGS QUAD   -  MT PLEASANT (1971)
 EG1956
 EG1956                         *CURRENT SURVEY CONTROL
 EG1956  ___________________________________________________________________
 EG1956* NAD 83(1986)-  34 59 10.     (N)    089 35 51.     (W)     SCALED    
 EG1956* NAVD 88     -       127.325  (meters)     417.73   (feet)  POSTED    
 EG1956  ___________________________________________________________________
 EG1956  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1956  DYNAMIC HT  -         127.200 (meters)     417.32  (feet)  COMP
 EG1956  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 EG1956
 EG1956  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1956
 EG1956.The horizontal coordinates were scaled from a topographic map and have
 EG1956.an estimated accuracy of +/- 6 seconds.
 EG1956
 EG1956.The orthometric height was determined by differential leveling
 EG1956.and adjusted by the  in 1992.
 EG1956.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1956.rate of 0.0 thru 1.0 mm/km.
 EG1956
 EG1956.The geoid height was determined by GEOID03.
 EG1956
 EG1956.The dynamic height is computed by dividing the NAVD 88
 EG1956.geopotential number by the normal gravity value computed on the
 EG1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1956.degrees latitude (g = 980.6199 gals.).
 EG1956
 EG1956.The modeled gravity was interpolated from observed gravity values.
 EG1956
 EG1956;                    North         East    Units  Estimated Accuracy
 EG1956;SPC MS E     -   608,600.      230,230.      MT  (+/- 180 meters Scaled)
 EG1956
 EG1956                          SUPERSEDED SURVEY CONTROL
 EG1956
 EG1956.No superseded survey control is available for this station.
 EG1956
 EG1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD629745(NAD 83)
 EG1956_MARKER: DZ = AZIMUTH MARK DISK
 EG1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1956_SP_SET: SQUARE CONCRETE MONUMENT
 EG1956_STAMPING: CRENSHAW 2 1955
 EG1956_MARK LOGO: CGS   
 EG1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1956+STABILITY: SURFACE MOTION
 EG1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1956+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1987
 EG1956
 EG1956  HISTORY     - Date     Condition        Report By
 EG1956  HISTORY     - 1955     MONUMENTED       CGS
 EG1956  HISTORY     - 19870421 GOOD             MSHD
 EG1956  HISTORY     - 20020413 MARK NOT FOUND   USACE
 EG1956  HISTORY     - 20030902 GOOD             INDIV
 EG1956
 EG1956                          STATION DESCRIPTION
 EG1956
 EG1956'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 EG1956'8.29 KM (5.15 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1956'STATE HIGHWAY 311 AT MT. PLEASANT TO THE MARK ON THE RIGHT, 49.23 M
 EG1956'(161.5 FT) NORTH OF THE CENTER OF HIGHWAY 72, 8.69 M (28.5 FT) EAST OF
 EG1956'THE CENTER OF A PAVED PRIVATE DRIVE AT A CATTLE GAP, 0.52 M (1.7 FT)
 EG1956'SOUTHEAST OF A WOOD FENCE CORNER, 0.60 M (2.0 FT) EAST NORTHEAST OF A
 EG1956'METAL WITNESS POST AND SIGN, 0.30 M (1.0 FT) ABOVE LEVEL OF HIGHWAY 72
 EG1956'AND SET IN TOP OF A SQUARE CONCRETE POST.
 EG1956
 EG1956                          STATION RECOVERY (2002)
 EG1956
 EG1956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1956'SUSPECTED DESTROYED.
 EG1956
 EG1956                          STATION RECOVERY (2003)
 EG1956
 EG1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB)
 EG1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2031 ***********************************************************************
 EG2031  DESIGNATION -  CRENSHAW 2 RM 1
 EG2031  PID         -  EG2031
 EG2031  STATE/COUNTY-  MS/MARSHALL
 EG2031  USGS QUAD   -  MT PLEASANT (1971)
 EG2031
 EG2031                         *CURRENT SURVEY CONTROL
 EG2031  ___________________________________________________________________
 EG2031* NAD 83(1986)-  34 59 36.     (N)    089 35 32.     (W)     SCALED    
 EG2031* NAVD 88     -       152.449  (meters)     500.16   (feet)  POSTED    
 EG2031  ___________________________________________________________________
 EG2031  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG2031  DYNAMIC HT  -         152.310 (meters)     499.70  (feet)  COMP
 EG2031  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EG2031
 EG2031  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2031
 EG2031.The horizontal coordinates were scaled from a topographic map and have
 EG2031.an estimated accuracy of +/- 6 seconds.
 EG2031
 EG2031.The orthometric height was determined by differential leveling
 EG2031.and adjusted by the  in 1992.
 EG2031.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2031.was located on a no-check spur therefore a value was not computed.
 EG2031.No vertical observational check was made to the station.
 EG2031
 EG2031.The geoid height was determined by GEOID03.
 EG2031
 EG2031.The dynamic height is computed by dividing the NAVD 88
 EG2031.geopotential number by the normal gravity value computed on the
 EG2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2031.degrees latitude (g = 980.6199 gals.).
 EG2031
 EG2031.The modeled gravity was interpolated from observed gravity values.
 EG2031
 EG2031;                    North         East    Units  Estimated Accuracy
 EG2031;SPC MS E     -   609,400.      230,720.      MT  (+/- 180 meters Scaled)
 EG2031
 EG2031                          SUPERSEDED SURVEY CONTROL
 EG2031
 EG2031.No superseded survey control is available for this station.
 EG2031
 EG2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD634753(NAD 83)
 EG2031_MARKER: DR = REFERENCE MARK DISK
 EG2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2031_SP_SET: CONCRETE POST
 EG2031_STAMPING: CRENSHAW 2 NO 1 1955
 EG2031_MARK LOGO: CGS   
 EG2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2031+STABILITY: SURFACE MOTION
 EG2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2031+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 EG2031
 EG2031  HISTORY     - Date     Condition        Report By
 EG2031  HISTORY     - 1955     MONUMENTED       CGS
 EG2031  HISTORY     - 19880523 GOOD             MSHD
 EG2031  HISTORY     - 20030902 GOOD             INDIV
 EG2031
 EG2031                          STATION DESCRIPTION
 EG2031
 EG2031'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2031'8.29 KM (5.15 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2031'STATE HIGHWAY 311 AT MT. PLEASANT TO A PAVED PRIVATE DRIVE ON THE
 EG2031'RIGHT, THEN NORTH ON PAVED DRIVE 1.13 KM (0.70 MI) TO TOP OF HILL,
 EG2031'THEN EAST ACROSS OPEN FIELD 0.40 KM (0.25 MI) TO THE HIGHEST GROUND
 EG2031'AND MARK ON SOUTH SLOPE OF HILL, 5.73 M (18.8 FT) NORTH OF 20 INCH
 EG2031'OAK, 1.31 M (4.3 FT) SOUTH OF 4 INCH THORN TREE AND 0.36 M (1.2 FT)
 EG2031'NORTH OF A CARSONITE WITNESS POST, PROJECTING 6 INCHES ABOVE THE
 EG2031'GROUND.
 EG2031
 EG2031                          STATION RECOVERY (2003)
 EG2031
 EG2031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB)
 EG2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2030 ***********************************************************************
 EG2030  DESIGNATION -  CRENSHAW 2 RM 2
 EG2030  PID         -  EG2030
 EG2030  STATE/COUNTY-  MS/MARSHALL
 EG2030  USGS QUAD   -  MT PLEASANT (1971)
 EG2030
 EG2030                         *CURRENT SURVEY CONTROL
 EG2030  ___________________________________________________________________
 EG2030* NAD 83(1986)-  34 59 36.     (N)    089 35 32.     (W)     SCALED    
 EG2030* NAVD 88     -       152.917  (meters)     501.70   (feet)  POSTED    
 EG2030  ___________________________________________________________________
 EG2030  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG2030  DYNAMIC HT  -         152.770 (meters)     501.21  (feet)  COMP
 EG2030  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 EG2030
 EG2030  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2030
 EG2030.The horizontal coordinates were scaled from a topographic map and have
 EG2030.an estimated accuracy of +/- 6 seconds.
 EG2030
 EG2030.The orthometric height was determined by differential leveling
 EG2030.and adjusted by the  in 1992.
 EG2030.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2030.was located on a no-check spur therefore a value was not computed.
 EG2030.No vertical observational check was made to the station.
 EG2030
 EG2030.The geoid height was determined by GEOID03.
 EG2030
 EG2030.The dynamic height is computed by dividing the NAVD 88
 EG2030.geopotential number by the normal gravity value computed on the
 EG2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2030.degrees latitude (g = 980.6199 gals.).
 EG2030
 EG2030.The modeled gravity was interpolated from observed gravity values.
 EG2030
 EG2030;                    North         East    Units  Estimated Accuracy
 EG2030;SPC MS E     -   609,400.      230,720.      MT  (+/- 180 meters Scaled)
 EG2030
 EG2030                          SUPERSEDED SURVEY CONTROL
 EG2030
 EG2030.No superseded survey control is available for this station.
 EG2030
 EG2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD634753(NAD 83)
 EG2030_MARKER: DR = REFERENCE MARK DISK
 EG2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2030_SP_SET: CONCRETE POST
 EG2030_STAMPING: CRENSHAW 2 NO 2 1955
 EG2030_MARK LOGO: CGS   
 EG2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2030+STABILITY: SURFACE MOTION
 EG2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2030+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 EG2030
 EG2030  HISTORY     - Date     Condition        Report By
 EG2030  HISTORY     - 1955     MONUMENTED       CGS
 EG2030  HISTORY     - 19880523 GOOD             MSHD
 EG2030  HISTORY     - 20030902 GOOD             INDIV
 EG2030
 EG2030                          STATION DESCRIPTION
 EG2030
 EG2030'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2030'8.29 KM (5.15 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2030'STATE HIGHWAY 311 AND U.S. 72 AT MT. PLEASANT TO PRIVATE PAVED DRIVE
 EG2030'ON THE RIGHT, THEN NORTH ALONG PAVED DRIVE 1.13 KM (0.70 MI) TO THE
 EG2030'TOP OF HILL, THEN EAST ACROSS OPEN FIELD 0.40 KM (0.25 MI) TO THE
 EG2030'HIGHEST GROUND AND MARK ON THE WEST SLOPE OF HILL, MARK IN GOOD
 EG2030'CONDITION EXCEPT THE CONCRETE POST WAS CHIPPED ON THE SOUTH SIDE,
 EG2030'18.44 M (60.5 FT) WEST OF A 10 INCH THORN TREE, 5.33 M (17.5 FT)
 EG2030'SOUTHEAST OF A 20 INCH WALNUT TREE, 1.37 M (4.5 FT) SOUTH OF A 3 INCH
 EG2030'CEDAR AND 0.30 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST,
 EG2030'PROJECTING 8 INCHES ABOVE THE GROUND.
 EG2030
 EG2030                          STATION RECOVERY (2003)
 EG2030
 EG2030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB)
 EG2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2669 ***********************************************************************
 EH2669  DESIGNATION -  CRENSHAW POTTS GIN CO TANK
 EH2669  PID         -  EH2669
 EH2669  STATE/COUNTY-  MS/PANOLA
 EH2669  USGS QUAD   -  CRENSHAW NORTH (1983)
 EH2669
 EH2669                         *CURRENT SURVEY CONTROL
 EH2669  ___________________________________________________________________
 EH2669* NAD 83(1993)-  34 30 17.77487(N)    090 11 48.04024(W)     ADJUSTED  
 EH2669* NAVD 88     -              **(meters)            **(feet)            
 EH2669  ___________________________________________________________________
 EH2669  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EH2669  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 EH2669  HORZ ORDER  -  THIRD
 EH2669
 EH2669.The horizontal coordinates were established by classical geodetic methods
 EH2669.and adjusted by the National Geodetic Survey in May 1994.
 EH2669
 EH2669
 EH2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2669
 EH2669.The geoid height was determined by GEOID03.
 EH2669
 EH2669;                    North         East     Units Scale Factor Converg.
 EH2669;SPC MS W     -   554,964.071   712,549.074   MT  0.99995194   +0 04 38.7
 EH2669;SPC MS W     - 1,820,744.62  2,337,754.75   sFT  0.99995194   +0 04 38.7
 EH2669;UTM  15      - 3,821,713.179   757,375.976   MT  1.00041658   +1 35 20.0
 EH2669
 EH2669                          SUPERSEDED SURVEY CONTROL
 EH2669
 EH2669  NAD 83(1986)-  34 30 17.78452(N)    090 11 48.04024(W) AD(       ) 4
 EH2669  NAD 27      -  34 30 17.40500(N)    090 11 47.70500(W) AD(       ) 3
 EH2669
 EH2669.Superseded values are not recommended for survey control.
 EH2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2669.See file dsdata.txt to determine how the superseded data were derived.
 EH2669
 EH2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5737621713(NAD 83)
 EH2669_MARKER: 51 = TANK
 EH2669
 EH2669  HISTORY     - Date     Condition        Report By
 EH2669  HISTORY     - 1955     FIRST OBSERVED   CGS
 EH2669  HISTORY     - 1966     GOOD             MSHD
 EH2669
 EH2669                          STATION DESCRIPTION
 EH2669
 EH2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EH2669'THE STATION IS THE BALL ATOP THE SILVER TANK LOCATED IN
 EH2669'THE NORTHWEST PART OF CRENSHAW.
 EH2669'
 EH2669'THE TANK IS APPROXIMATELY 100 FEET HIGH.
 EH2669
 EH2669                          STATION RECOVERY (1966)
 EH2669
 EH2669'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH2669'THE STATION SITE WAS VISITED 10-4-66 AND THE STATION WAS
 EH2669'FOUND IN GOOD CONDITION.
 EH2669'
 EH2669'THE STATION IS THE BALL ATOP THE SILVER TANK LOCATED IN
 EH2669'THE NORTHWEST PART OF CRENSHAW AND IS APPROXIMATELY 100
 EH2669'FEET HIGH.  TO REACH FROM THE U.S. POST OFFICE IN CRENSHAW
 EH2669'GO SOUTH ON MISSISSIPPI HIGHWAY 3 FOR 0.15 MILE TO THE
 EH2669'INTERSECTION OF MISSISSIPPI HIGHWAY 310 LEFT AND A BLACKTOP ROAD
 EH2669'ON THE RIGHT, TURN RIGHT (WEST) AND CONTINUE ON A
 EH2669'BLACKTOP ROAD FOR 0.1 MILE, CONTINUE ON HIGHWAY 310 FOR
 EH2669'6.35 MILES TO A CROSSROADS, TURN RIGHT (SOUTH) AND
 EH2669'CONTINUE ON A BLACKTOP ROAD FOR 1.0 MILE TO A SIDE ROAD
 EH2669'LEFT, TURN LEFT (EAST) AND CONTINUE ON AN ALL-WEATHER
 EH2669'ROAD FOR 1.1 MILES TO A GATE ON THE RIGHT, TURN RIGHT
 EH2669'THROUGH THE GATE, AND CONTINUE SOUTH ON A TRACK ROAD
 EH2669'FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2221 ***********************************************************************
 BH2221  DESIGNATION -  CRICKETT
 BH2221  PID         -  BH2221
 BH2221  STATE/COUNTY-  MS/JACKSON
 BH2221  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2221
 BH2221                         *CURRENT SURVEY CONTROL
 BH2221  ___________________________________________________________________
 BH2221* NAD 83(1993)-  30 23 04.89288(N)    088 32 04.09264(W)     ADJUSTED  
 BH2221* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2221  ___________________________________________________________________
 BH2221  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BH2221  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH2221  HORZ ORDER  -  SECOND
 BH2221
 BH2221.The horizontal coordinates were established by classical geodetic methods
 BH2221.and adjusted by the National Geodetic Survey in May 1994.
 BH2221
 BH2221.The orthometric height was scaled from a topographic map.
 BH2221
 BH2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2221
 BH2221.The geoid height was determined by GEOID03.
 BH2221
 BH2221;                    North         East     Units Scale Factor Converg.
 BH2221;SPC MS E     -    98,102.459   328,722.954   MT  0.99996017   +0 09 04.2
 BH2221;SPC MS E     -   321,857.82  1,078,485.22   sFT  0.99996017   +0 09 04.2
 BH2221;SPC AL W     -    43,096.506   500,579.006   MT  1.00005523   -0 31 23.8
 BH2221;UTM  16      - 3,362,412.357   352,569.372   MT  0.99986815   -0 46 34.6
 BH2221
 BH2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2221!SPC MS E     -   1.00000381  x   0.99996017  =   0.99996398
 BH2221!SPC AL W     -   1.00000381  x   1.00005523  =   1.00005904
 BH2221!UTM  16      -   1.00000381  x   0.99986815  =   0.99987196
 BH2221
 BH2221:                Primary Azimuth Mark                     Grid Az
 BH2221:SPC MS E     -  ORANGE                                   184 37 31.6
 BH2221:SPC AL W     -  ORANGE                                   185 17 59.6
 BH2221:UTM  16      -  ORANGE                                   185 33 10.4
 BH2221
 BH2221|---------------------------------------------------------------------|
 BH2221| PID    Reference Object                     Distance      Geod. Az  |
 BH2221|                                                           dddmmss.s |
 BH2221| BH2229 ORANGE                              489.506 METERS 1844635.8 |
 BH2221| DD7757 CRICKETT RM 1                        21.370 METERS 19245     |
 BH2221| BH2220 CONVICT                             APPROX. 0.6 KM 3505328.7 |
 BH2221|---------------------------------------------------------------------|
 BH2221
 BH2221                          SUPERSEDED SURVEY CONTROL
 BH2221
 BH2221  NAD 83(1993)-  30 23 04.90156(N)    088 32 04.08839(W) AD(       ) 2
 BH2221  NAD 83(1986)-  30 23 04.91821(N)    088 32 04.08398(W) AD(       ) 2
 BH2221  NAD 27      -  30 23 04.19400(N)    088 32 04.02700(W) AD(       ) 2
 BH2221
 BH2221.Superseded values are not recommended for survey control.
 BH2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2221.See file dsdata.txt to determine how the superseded data were derived.
 BH2221
 BH2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5256962412(NAD 83)
 BH2221_MARKER: DS = TRIANGULATION STATION DISK
 BH2221_SETTING: 0 = UNSPECIFIED SETTING
 BH2221
 BH2221  HISTORY     - Date     Condition        Report By
 BH2221  HISTORY     - 1921     MONUMENTED       CGS
 BH2221  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2221
 BH2221                          STATION DESCRIPTION
 BH2221
 BH2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2221'STATION IS LOCATED 2-1/8 MILES S OF A AND M DEPOT AT MOSS POINT.
 BH2221'
 BH2221'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS CEMENTED IN
 BH2221'DRILL HOLES.
 BH2221'
 BH2221'STATION MARK IS IN THE E EDGE OF CONCRETE ROAD, 1/2 MILE N OF
 BH2221'JUNCTION OF MOBILE HIGHWAY AND PASCAGOULA-MOSS POINT CONCRETE
 BH2221'ROAD.  IT IS 50 METERS S OF CONCRETE CULVERT WHICH IS NEAR THE N END
 BH2221'OF THE FIRST CURVE FROM JUNCTION OF SAID ROADS, 0.47 METER (1.54
 BH2221'FEET) W OF E EDGE OF SAID ROAD.
 BH2221'
 BH2221'REFERENCE MARK IS IN THE W EDGE OF SAID ROAD.
 BH2221
 BH2221                          STATION RECOVERY (1959)
 BH2221
 BH2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2221'NOT RECOVERED.  THE CONCRETE HIGHWAY HAS BEEN COVERED WITH BLACKTOP.
 BH2221'MARKS ARE PROBABLY IN PLACE UNDER THIS SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2219 ***********************************************************************
 BH2219  DESIGNATION -  CROKER
 BH2219  PID         -  BH2219
 BH2219  STATE/COUNTY-  MS/JACKSON
 BH2219  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2219
 BH2219                         *CURRENT SURVEY CONTROL
 BH2219  ___________________________________________________________________
 BH2219* NAD 83(1993)-  30 23 35.71347(N)    088 32 11.92607(W)     ADJUSTED  
 BH2219* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2219  ___________________________________________________________________
 BH2219  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2219  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH2219  HORZ ORDER  -  SECOND
 BH2219
 BH2219.The horizontal coordinates were established by classical geodetic methods
 BH2219.and adjusted by the National Geodetic Survey in May 1994.
 BH2219
 BH2219.The orthometric height was scaled from a topographic map.
 BH2219
 BH2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2219
 BH2219.The geoid height was determined by GEOID03.
 BH2219
 BH2219;                    North         East     Units Scale Factor Converg.
 BH2219;SPC MS E     -    99,050.963   328,511.342   MT  0.99996002   +0 09 00.4
 BH2219;SPC MS E     -   324,969.70  1,077,790.96   sFT  0.99996002   +0 09 00.4
 BH2219;SPC AL W     -    44,047.526   500,378.556   MT  1.00005573   -0 31 28.3
 BH2219;UTM  16      - 3,363,364.075   352,373.161   MT  0.99986886   -0 46 39.3
 BH2219
 BH2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2219!SPC MS E     -   1.00000381  x   0.99996002  =   0.99996383
 BH2219!SPC AL W     -   1.00000381  x   1.00005573  =   1.00005954
 BH2219!UTM  16      -   1.00000381  x   0.99986886  =   0.99987267
 BH2219
 BH2219|---------------------------------------------------------------------|
 BH2219| PID    Reference Object                     Distance      Geod. Az  |
 BH2219|                                                           dddmmss.s |
 BH2219| BH2220 CONVICT                             391.977 METERS 16239     |
 BH2219| DD7758 CROKER RM 1                          15.200 METERS 17846     |
 BH2219| DD7759 CROKER RM 2                          14.560 METERS 32202     |
 BH2219|---------------------------------------------------------------------|
 BH2219
 BH2219                          SUPERSEDED SURVEY CONTROL
 BH2219
 BH2219  NAD 83(1993)-  30 23 35.72220(N)    088 32 11.92166(W) AD(       ) 2
 BH2219  NAD 83(1986)-  30 23 35.73864(N)    088 32 11.91765(W) AD(       ) 2
 BH2219  NAD 27      -  30 23 35.01500(N)    088 32 11.85900(W) AD(       ) 2
 BH2219
 BH2219.Superseded values are not recommended for survey control.
 BH2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2219.See file dsdata.txt to determine how the superseded data were derived.
 BH2219
 BH2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5237363364(NAD 83)
 BH2219_MARKER: DS = TRIANGULATION STATION DISK
 BH2219_SETTING: 0 = UNSPECIFIED SETTING
 BH2219
 BH2219  HISTORY     - Date     Condition        Report By
 BH2219  HISTORY     - 1921     MONUMENTED       CGS
 BH2219  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2219
 BH2219                          STATION DESCRIPTION
 BH2219
 BH2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2219'STATION IS 1-1/2 MILES S OF A AND M DEPOT AT MOSS POINT ON E (RIGHT)
 BH2219'SIDE OF TRACK.  STATION MARK IS STANDARD BRONZE DISK CEMENTED IN
 BH2219'DRILL HOLE IN E OF EDGE OF CONCRETE ROAD LEADING FROM PASCAGOULA TO
 BH2219'MOSS POINT AT JUNCTION OF SAID CONCRETE AND A AND M RAILROAD,
 BH2219'1.38 METERS OR 4.53 FEET, E OF E AND NEAREST RAIL, 0.470 METER OR
 BH2219'1.540 FEET W OF E EDGE OF CONCRETE ROAD.
 BH2219'
 BH2219'REFERENCE MARK NO. 1 ON E SIDE OF TRACK IN W EDGE OF CONCRETE ROAD.
 BH2219'
 BH2219'REFERENCE MARK NO. 2 ON W SIDE OF TRACK IN W EDGE OF CONCRETE ROAD.
 BH2219'
 BH2219'NOTE---REFERENCE MARKS ARE STANDARD BRONZE DISKS CEMENTED IN DRILL
 BH2219'HOLES.
 BH2219
 BH2219                          STATION RECOVERY (1959)
 BH2219
 BH2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2219'NOT RECOVERED THE CONCRETE ROAD HAS BEEN COVERED BY BLACKTOP.  THE
 BH2219'MARKS ARE PROBABLY IN PLACE UNDER THIS SURFACING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2190 ***********************************************************************
 BW2190  DESIGNATION -  CROOKED
 BW2190  PID         -  BW2190
 BW2190  STATE/COUNTY-  MS/LAWRENCE
 BW2190  USGS QUAD   -  MONTICELLO NE (1971)
 BW2190
 BW2190                         *CURRENT SURVEY CONTROL
 BW2190  ___________________________________________________________________
 BW2190* NAD 83(1993)-  31 42 58.32548(N)    090 03 10.73905(W)     ADJUSTED  
 BW2190* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 BW2190  ___________________________________________________________________
 BW2190  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BW2190  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW2190  HORZ ORDER  -  FIRST
 BW2190
 BW2190.The horizontal coordinates were established by classical geodetic methods
 BW2190.and adjusted by the National Geodetic Survey in May 1994.
 BW2190
 BW2190.The orthometric height was scaled from a topographic map.
 BW2190
 BW2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2190
 BW2190.The geoid height was determined by GEOID03.
 BW2190
 BW2190;                    North         East     Units Scale Factor Converg.
 BW2190;SPC MS W     -   245,716.244   726,571.169   MT  0.99995870   +0 08 50.6
 BW2190;SPC MS W     -   806,154.04  2,383,758.91   sFT  0.99995870   +0 08 50.6
 BW2190;UTM  15      - 3,512,757.291   779,270.966   MT  1.00056202   +1 33 01.0
 BW2190;UTM  16      - 3,513,034.075   210,683.057   MT  1.00063249   -1 36 22.0
 BW2190
 BW2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2190!SPC MS W     -   0.99998053  x   0.99995870  =   0.99993923
 BW2190!UTM  15      -   0.99998053  x   1.00056202  =   1.00054254
 BW2190!UTM  16      -   0.99998053  x   1.00063249  =   1.00061301
 BW2190
 BW2190:                Primary Azimuth Mark                     Grid Az
 BW2190:SPC MS W     -  BUCKLEY LOOKOUT TOWER                    028 00 36.3
 BW2190:UTM  15      -  BUCKLEY LOOKOUT TOWER                    026 36 25.9
 BW2190:UTM  16      -  BUCKLEY LOOKOUT TOWER                    029 45 48.9
 BW2190
 BW2190|---------------------------------------------------------------------|
 BW2190| PID    Reference Object                     Distance      Geod. Az  |
 BW2190|                                                           dddmmss.s |
 BW2190| BW2179 BUCKLEY LOOKOUT TOWER               APPROX. 7.3 KM 0280926.9 |
 BW2190| CY4172 CROOKED AZ MK                                      1255720.5 |
 BW2190| CY4175 CROOKED RM 3                         29.767 METERS 16236     |
 BW2190| CY4173 CROOKED RM 1                         21.336 METERS 19552     |
 BW2190| CY4174 CROOKED RM 2                         24.390 METERS 34236     |
 BW2190| BW2177 POKAL                               APPROX. 5.4 KM 3472410.7 |
 BW2190|---------------------------------------------------------------------|
 BW2190
 BW2190                          SUPERSEDED SURVEY CONTROL
 BW2190
 BW2190  NAD 83(1986)-  31 42 58.34001(N)    090 03 10.73598(W) AD(       ) 1
 BW2190  NAD 27      -  31 42 57.74700(N)    090 03 10.43600(W) AD(       ) 1
 BW2190
 BW2190.Superseded values are not recommended for survey control.
 BW2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2190.See file dsdata.txt to determine how the superseded data were derived.
 BW2190
 BW2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR7927112757(NAD 83)
 BW2190_MARKER: DS = TRIANGULATION STATION DISK
 BW2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2190
 BW2190  HISTORY     - Date     Condition        Report By
 BW2190  HISTORY     - 1947     MONUMENTED       CGS
 BW2190  HISTORY     - 1955     GOOD             CGS
 BW2190  HISTORY     - 1973     GOOD             NGS
 BW2190
 BW2190                          STATION DESCRIPTION
 BW2190
 BW2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2190'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH-NORTHWEST OF SILVER
 BW2190'CREEK, 5-1/4 MILES EAST-SOUTHEAST OF OMA, AND 4-1/4 MILES
 BW2190'WEST-SOUTHWEST OF NEW HEBRON.  IT IS 49 FEET SOUTH OF THE
 BW2190'APPROXIMATE CENTERLINE OF THE ROAD, 19.5 FEET SOUTHWEST OF A
 BW2190'WITNESS POST, AND 17 FEET SOUTH OF A WIRE FENCE.  THE MARK IS 12
 BW2190'INCHES UNDERGROUND, AND THE DISK IS STAMPED CROOKED 1947.
 BW2190'
 BW2190'REFERENCE MARK NO. 1 IS 70.00 FEET SOUTH-SOUTHWEST OF THE STATION,
 BW2190'40.5 FEET WEST OF THE NORTHEAST CORNER OF A HOUSE.  THE MARK
 BW2190'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CROOKED NO 1 1947.
 BW2190'
 BW2190'REFERENCE MARK NO. 2 IS 80.00 FEET NORTH-NORTHWEST OF THE STATION,
 BW2190'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 BW2190'AND THE DISK IS STAMPED CROOKED NO 2 1947.
 BW2190'
 BW2190'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 16
 BW2190'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 3.5
 BW2190'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 BW2190'DISK IS STAMPED CROOKED 1947.
 BW2190'
 BW2190'TO REACH THE STATION FROM THE MAXWELL SERVICE STATION IN NEW
 BW2190'HEBRON, GO SOUTH 0.1 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 BW2190'WEST, AND GO 0.65 MILE TO A ROAD FORK.  TAKE THE LEFT ROAD AND GO
 BW2190'1.5 MILES TO ANOTHER ROAD FORK, TAKE THE LEFT ROAD AND GO 0.7
 BW2190'MILE TO A ROAD FORK.  TAKE THE RIGHT ROAD AND GO 0.9 MILE TO
 BW2190'ANOTHER ROAD FORK, TURN RIGHT, WEST, AND GO 0.5 MILE TO THE
 BW2190'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE MAIN DIRT ROAD FOR
 BW2190'0.25 MILE TO THE TOP OF A SMALL HILL AND THE STATION ON THE
 BW2190'LEFT.
 BW2190'
 BW2190'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2190
 BW2190                          STATION RECOVERY (1955)
 BW2190
 BW2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2190'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2190'CONDITION.  THE 1947 DESCRIPTION BY C.A.E. IS ADEQUATE WITH A
 BW2190'NEW TO REACH.  THE ROADS TO THE STATION WERE UNDER CONSTRUCTION
 BW2190'AT THIS DATE.
 BW2190'
 BW2190'TO REACH THE STATION FROM THE HIGH SCHOOL IN NEW HEBRON GO EAST
 BW2190'1 BLOCK TO THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 43 AND
 BW2190'THE MAXWELL FILLING STATION IN THE SOUTHWEST ANGLE, TURN RIGHT
 BW2190'AND GO 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.65 MILE
 BW2190'TO A FORK, TAKE LEFT FORK AND GO 3.2 MILES TO A SIDE ROAD RIGHT,
 BW2190'IN A CURVE AND NEAR THE TOP OF A HILL, WITH A LARGE BARN ON THE
 BW2190'LEFT AND A SMALL STORE ON THE RIGHT, TURN RIGHT, WEST, AND GO
 BW2190'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, ACROSS THE ROAD FROM
 BW2190'A WHITE HOUSE, CONTINUE ON DIRT ROAD FOR 0.2 MILE TO THE
 BW2190'TOP OF THE HILLAND MRS. SETH DICKERSONS HOME AND STATION ON
 BW2190'THE LEFT.
 BW2190
 BW2190                          STATION RECOVERY (1973)
 BW2190
 BW2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BW2190'THE STATION WAS VISITED 2-14-73 AND THE STATION AND REFERENCE
 BW2190'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 BW2190'AND THE AZIMUTH MARK WERE DESTROYED PRIOR TO THIS DATE.
 BW2190'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE, ON LINE WITH
 BW2190'REFERENCE MARK NO. 2 AND THE STATION.  THE AZIMUTH MARK WAS NOT
 BW2190'REESTABLISHED.  THE LAND IS NOW OWNED BY MRS. N.J. HOLMES WHO
 BW2190'LIVES ABOUT 0.15 MILE WEST OF THE STATION.  A NEW DESCRIPTION
 BW2190'FOLLOWS--
 BW2190'
 BW2190'THE STATION IS LOCATED ABOUT 4.5 MILES WSW OF NEW HEBRON, 8
 BW2190'MILES NW OF SILVER CREEK AND 11.5 MILES NNE OF MONTICELLO, IN
 BW2190'THE SW 1/4 OF SEC. 30 T9N, R12E, ON PROPERTY OWNED BY MRS. N.J.
 BW2190'HOLMES.  IT IS ACROSS THE ROAD AND WEST OF A HOME OWNED BY MR.
 BW2190'DICKERSON, 53.5 FEET SW OF THE CENTER OF THE BLACK TOP ROAD,
 BW2190'97 FEET NW OF A 24-INCH OAK TREE, 125 FEET SW AND ACROSS THE
 BW2190'ROAD FROM A LARGE LONE SCYAMORE TREE, 168.5 FEET NW OF THE
 BW2190'PROJECTED PLANE OF THE NORTHWEST WALL OF THE DICKERSON HOUSE,
 BW2190'IT IS A TRIANGULATION STATION DISK STAMPED CROOKED 1947, 12
 BW2190'INCHES BELOW THE SURFACE OF THE GROUND.
 BW2190'
 BW2190'REFERENCE MARK NO. 2 IS 80.02 FEET NORTHWEST OF THE STATION, 52
 BW2190'FEET SOUTHWEST OF THE CENTER OF THE BLACK TOP ROAD, 36 FEET
 BW2190'SOUTHEAST OF A POWER POLE, 78 FEET SOUTH OF A POWER POLE, 55
 BW2190'FEET EAST OF THE SOUTHWEST ONE OF TWO 12-INCH OAK TREES AND 1
 BW2190'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BW2190'DISK STAMPED CROOKED NO 2 1947, PROJECTING 8 INCHES.
 BW2190'
 BW2190'REFERENCE MARK NO. 3 IS 97.66 FEET SOUTHEAST OF THE STATION ON
 BW2190'ON LINE WITH THE STATION AND REFERENCE MARK NO. 2.  IT IS 61
 BW2190'FEET WSW OF THE CENTER OF THE BLACK TOP ROAD, 11 FEET WSW OF A
 BW2190'24-INCH OAK TREE, 65 FEET NORTH OF AN 18-INCH OAK TREE, 71 FEET
 BW2190'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE DICKERSON
 BW2190'HOUSE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A
 BW2190'REFERENCE MARK DISK STAMPED CROOKED 1947 NO 3 1973, PROJECTING
 BW2190'4 INCHES.
 BW2190'
 BW2190'TO REACH THE STATION FROM THE BANK IN NEW HEBRON GO WEST ON
 BW2190'STATE HIGHWAY 43 (MAIN STREET) FOR 0.3 MILE TO A CROSS STREET,
 BW2190'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT
 BW2190'AND GO ABOUT 0.1 MILE TO A SIDE ROAD LEFT, KEEP STRAIGHT AHEAD
 BW2190'FOR 0.5 MILE TO A FORKS, TAKE LEFT FORK AND GO SOUTHWEST ON A
 BW2190'BLACK TOP ROAD FOR 1.5 MILE TO A FORK, KEEP LEFT FORK AND GO
 BW2190'1.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST AND NORTH
 BW2190'FOR 0.8 MILE ON THE BLACK TOP ROAD TO THE TOP OF A GRADE AND
 BW2190'THE STATION ON THE LEFT.
 BW2190'
 BW2190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BW2190'WSW OF NEW HEBRON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2473 ***********************************************************************
 BW2473  DESIGNATION -  CROOKED
 BW2473  PID         -  BW2473
 BW2473  STATE/COUNTY-  MS/WILKINSON
 BW2473  USGS QUAD   -  DOLOROSO (1988)
 BW2473
 BW2473                         *CURRENT SURVEY CONTROL
 BW2473  ___________________________________________________________________
 BW2473* NAD 83(1993)-  31 21 08.08714(N)    091 15 05.09696(W)     ADJUSTED  
 BW2473* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 BW2473  ___________________________________________________________________
 BW2473  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BW2473  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW2473  HORZ ORDER  -  THIRD
 BW2473
 BW2473.The horizontal coordinates were established by classical geodetic methods
 BW2473.and adjusted by the National Geodetic Survey in May 1994.
 BW2473
 BW2473.The orthometric height was scaled from a topographic map.
 BW2473
 BW2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2473
 BW2473.The geoid height was determined by GEOID03.
 BW2473
 BW2473;                    North         East     Units Scale Factor Converg.
 BW2473;SPC MS W     -   205,693.378   612,645.803   MT  1.00004408   -0 28 39.7
 BW2473;SPC MS W     -   674,845.69  2,009,988.77   sFT  1.00004408   -0 28 39.7
 BW2473;UTM  15      - 3,469,961.529   666,325.618   MT  0.99994122   +0 54 36.0
 BW2473
 BW2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2473!SPC MS W     -   0.99999885  x   1.00004408  =   1.00004293
 BW2473!UTM  15      -   0.99999885  x   0.99994122  =   0.99994007
 BW2473
 BW2473|---------------------------------------------------------------------|
 BW2473| PID    Reference Object                     Distance      Geod. Az  |
 BW2473|                                                           dddmmss.s |
 BW2473| BW2475 A 104 USE 1949                      232.161 METERS 00315     |
 BW2473| BW2470 T 15 S USGS 1949                    124.889 METERS 05023     |
 BW2473| BW2471 A 105 USE 1949                       36.231 METERS 12636     |
 BW2473| CY4177 CROOKED RM 1                         35.287 METERS 15358     |
 BW2473| CY4176 CROOKED AZ MK                                      1962401.7 |
 BW2473| CY4178 CROOKED RM 2                         34.306 METERS 26543     |
 BW2473|---------------------------------------------------------------------|
 BW2473
 BW2473                          SUPERSEDED SURVEY CONTROL
 BW2473
 BW2473  NAD 83(1986)-  31 21 08.10250(N)    091 15 05.09208(W) AD(       ) 3
 BW2473  NAD 27      -  31 21 07.48900(N)    091 15 04.69800(W) AD(       ) 3
 BW2473
 BW2473.Superseded values are not recommended for survey control.
 BW2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2473.See file dsdata.txt to determine how the superseded data were derived.
 BW2473
 BW2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6632669962(NAD 83)
 BW2473_MARKER: DS = TRIANGULATION STATION DISK
 BW2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2473
 BW2473  HISTORY     - Date     Condition        Report By
 BW2473  HISTORY     - 1949     MONUMENTED       CGS
 BW2473  HISTORY     - 1956     GOOD             CGS
 BW2473  HISTORY     - 1969     GOOD             MSHD
 BW2473
 BW2473                          STATION DESCRIPTION
 BW2473
 BW2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2473'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF CROSBY,
 BW2473'ABOUT 0.8 MILE SOUTH OF THE HOMOCHITTO RIVER, 68 FEET WEST-NORTHWEST
 BW2473'OF A T-ROAD INTERSECTION, 80 FEET EAST OF AN IMPLEMENT SHED,
 BW2473'4 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE
 BW2473'FENCE.
 BW2473'
 BW2473'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CROSBY, GO
 BW2473'NORTHWESTERLY (FIRST ON PAVEMENT THEN ON GRAVELED ROAD) FOR
 BW2473'1.3 MILE TO A SIDE ROAD ON THE RIGHT.  THEN LEFT, WESTERLY,
 BW2473'FOR 2.95 MILES TO A FORK.  THEN RIGHT ROAD FOR 1.15 MILE TO A
 BW2473'SIDE ROAD ON THE RIGHT.  THEN RIGHT FOR 1.75 MILES TO A FORK.
 BW2473'THEN LEFT ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE RIGHT.
 BW2473'THEN LEFT FOR 7.5 MILES TO A T-INTERSECTION.  THEN RIGHT ROAD
 BW2473'FOR 1.7 MILE TO A T-INTERSECTION AND THE STATION AS DESCRIBED.
 BW2473'
 BW2473'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 BW2473'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BW2473'
 BW2473'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2473'CROOKED 1949.
 BW2473'
 BW2473'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE APPROXIMATE
 BW2473'CENTER LINE OF THE GRAVELED ROAD.  IT PROJECTS 6 INCHES, AND
 BW2473'THE DISK IS STAMPED CROOKED NO 1 1949.
 BW2473'
 BW2473'REFERENCE MARK NO. 2 IS 48 FEET WEST OF A FENCE CORNER, AND
 BW2473'21 FEET SOUTH-SOUTHEAST OF THE IMPLEMENT SHED.  IT PROJECTS
 BW2473'6 INCHES, AND THE DISK IS STAMPED CROOKED NO 2 1949.
 BW2473'
 BW2473'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 27 FEET WEST
 BW2473'OF THE APPROXIMATE CENTER LINE OF THE GRAVELED ROAD, 4 FEET
 BW2473'NORTH-NORTHWEST OF A WITNESS POST, AND 1 FOOT WEST OF A
 BW2473'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2473'CROOKED 1949.
 BW2473'
 BW2473'A 105 (USE) IS 37 FEET SOUTHEAST OF THE APPROXIMATE CENTER LINE
 BW2473'OF THE T-INTERSECTION, 5 FEET SOUTH OF A FENCE CORNER, AND 2
 BW2473'FEET WEST OF A WIRE FENCE.  IT IS A STANDARD USE DEPT. DISK
 BW2473'STAMPED A 105 ON A 4-INCH PIPE THAT PROJECTS 18 INCHES.
 BW2473'
 BW2473'15 S (USGS) IS 72 FEET SOUTHEAST OF A FARM HOUSE, 12 FEET
 BW2473'SOUTHWEST OF THE SOUTH GATE POST OF A WOODEN GATE, AND 2
 BW2473'FEET SOUTHEAST OF A WELL.  IT IS A STANDARD USGS BM DISK
 BW2473'STAMPED TRAV STA NO 15 S ON A 3-INCH IRON PIPE THAT PROJECTS
 BW2473'1 INCH.
 BW2473'
 BW2473'A 104 (USE) IS 140 FEET SOUTH-SOUTHEAST OF A LARGE SIGN
 BW2473'LEAVING HOMOCHITTO NATIONAL FOREST, 22 FEET EAST OF THE
 BW2473'APPROXIMATE CENTER LINE OF THE GRAVELED ROAD, AND 4 FEET WEST OF A
 BW2473'WIRE FENCE.  IT IS A STANDARD USE DEPT. DISK STAMPED A 104 ON
 BW2473'A 4-INCH IRON PIPE THAT PROJECTS 16 INCHES.
 BW2473'
 BW2473'ALL USC AND GS MARKS ARE STANDARD DISKS SET IN THE TOPS OF
 BW2473'12-INCH SQUARE CONCRETE POSTS.
 BW2473'
 BW2473'DISTANCES TO A 104 USE, 15 S USGS, A 105 USE ARE THE RESULT
 BW2473'OF A SECOND ORDER TRAVERSE.
 BW2473'
 BW2473'A 103 FOOT TOWER AT CROOKED WILL SEE 37 FEET AT KINGSTON
 BW2473'AND 90 FEET AT LEEVES.
 BW2473'
 BW2473'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2473
 BW2473                          STATION RECOVERY (1956)
 BW2473
 BW2473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2473'THE STATION WAS VISITED 6-12-56 AND THE STATION MARK, AZIMUTH
 BW2473'MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND 15 S (USGS) WERE
 BW2473'FOUND IN GOOD CONDITION.  USE MARKS A 104 AND A 105 WERE FOUND
 BW2473'DISTURBED AND LEANING AND HAVE NO PRACTICAL VALUE AS A TRAVERSE
 BW2473'STATION.  A NEW DESCRIPTION FOLLOWS--
 BW2473'
 BW2473'THE STATION IS LOCATED 12 MILES WEST-NORTHWEST OF CROSBY AND
 BW2473'ABOUT 0.8 MILE SOUTH OF THE HOMOCHITTO RIVER, ON THE PROPERTY
 BW2473'OF MR. H.L. SMITH, WHO LIVES ABOUT 400 FEET NORTHEAST OF THE
 BW2473'STATION.  IT IS 89 FEET WEST OF THE T-INTERSECTION OF GRAVELED
 BW2473'ROADS, 108 FEET EAST OF A LARGE HAY SHED (FORMERLY AN IMPLEMENT
 BW2473'SHED), 2 FEET SOUTH OF AN EAST-WEST FENCE, 30 FEET NORTH
 BW2473'OF THE CENTER OF A FIELD ROAD, 35 FEET NORTH OF THE PROJECTED
 BW2473'TANGENT OF THE GRAVELED ROAD LEADING EAST, 61 FEET WEST OF THE
 BW2473'NORTH END OF A GATE, 63 FEET SOUTHEAST OF A POWER POLE, 24
 BW2473'FEET EAST OF THE NORTHWEST CORNER OF A GARDEN PLOT AND 4
 BW2473'FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BW2473'CROOKED 1949, PROJECTING 5 INCHES.
 BW2473'
 BW2473'REFERENCE MARK NO. 1 IS 115.77 FEET SOUTHEAST OF THE STATION,
 BW2473'20 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 73 FEET SOUTH
 BW2473'OF THE SOUTH END OF A GATE AND 1 FOOT WEST OF A FENCE LINE.
 BW2473'IT IS A STANDARD DISK, STAMPED CROOKED NO 1 1949, PROJECTING
 BW2473'6 INCHES.
 BW2473'
 BW2473'REFERENCE MARK NO. 2 IS 112.55 FEET WEST OF THE STATION IN
 BW2473'THE CENTER OF A GARDEN PLOT, 25 FEET SOUTHEAST OF THE SOUTHEAST
 BW2473'CORNER OF THE HAY SHED, AND 16 FEET NORTH OF THE SOUTH FENCE
 BW2473'OF THE GARDEN PLOT, 78 FEET WEST OF THE EAST FENCE OF THE
 BW2473'GARDEN.  IT IS A STANDARD DISK, STAMPED CROOKED NO 2 1949,
 BW2473'PROJECTING 6 INCHES.
 BW2473'
 BW2473'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 57 FEET
 BW2473'NORTH OF A T-FENCE CORNER, 27 FEET WEST OF THE CENTER OF
 BW2473'THE GRAVELED ROAD, AND 1 FOOT WEST OF A FENCE LINE.  IT IS A
 BW2473'STANDARD DISK, STAMPED CROOKED 1949, PROJECTING 6 INCHES.
 BW2473'
 BW2473'TRAVERSE STATION 15 S (USGS) IS 409.74 FEET NORTHEAST OF THE
 BW2473'STATION.  IT IS 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BW2473'OF MR. H.L. SMITHS HOUSE, 2 FEET WEST OF A FENCE LINE, AND
 BW2473'12 FEET SOUTH OF THE SOUTH POST OF A GATE.  IT IS A STANDARD
 BW2473'U.S. GEOLOGICAL DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE
 BW2473'PROJECTING 1 INCH.
 BW2473'
 BW2473'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 BW2473'STATION IN CROSBY, GO NORTH WEST ON STATE HIGHWAY 33 FOR 1.3
 BW2473'MILES TO A CROSSROAD, TURN LEFT AND GO 2.95 MILES TO A FORK,
 BW2473'TAKE RIGHT FORK AND GO 1.15 MILES TO A SIDE ROAD RIGHT, TURN
 BW2473'RIGHT AND GO 1.75 MILE TO A FORK, TAKE LEFT FORK FOR 0.75
 BW2473'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 7.5 MILES TO A
 BW2473'T-INTERSECTION, TAKE RIGHT AND GO 1.4 MILE TO THE AZIMUTH MARK
 BW2473'ON THE LEFT, CONTINUED FOR 0.25 MILE TO THE STATION ON THE
 BW2473'LEFT.
 BW2473
 BW2473                          STATION RECOVERY (1969)
 BW2473
 BW2473'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2473'THE STATION WAS VISITED 9-11-69 AND THE STATION MARK, REFERENCE
 BW2473'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2473'CONDITION.
 BW2473'
 BW2473'THE STATION IS LOCATED 12.3 MILES NORTHWEST OF CROSBY AND 17.4
 BW2473'MILES NORTH NORTHEAST OF WOODVILLE ON PROPERTY OWNED BY MR. H.E.
 BW2473'SMITH.  IT IS 99 FEET WEST NORTHWEST OF THE CENTER OF A
 BW2473'T-INTERSECTION, 34 FEET NORTH OF THE EXTENDED CENTER OF A
 BW2473'BLACKTOP ROAD, 61 FEET WEST OF A FENCE CORNER AND GATE POST,
 BW2473'63 FEET SOUTHEAST OF A POWER LINE POLE, 1.5 FEET SOUTH OF A
 BW2473'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW2473'
 BW2473'IT IS A C AND GS TRIANGULATION DISK, STAMPED CROOKED 1949
 BW2473'PROJECTING 6 INCHES.
 BW2473'
 BW2473'REFERENCE MARK NO. 1 IS 115.77 FEET SOUTHEAST OF THE STATION.
 BW2473'IT IS 23 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 83 FEET
 BW2473'SOUTH OF A FENCE CORNER AND GATE POST, 76 FEET SOUTH OF THE
 BW2473'CENTER OF A TRACK ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT
 BW2473'NORTH OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2473'MARK DISK, STAMPED CROOKED NO 1 1949 PROJECTING 6 INCHES.
 BW2473'
 BW2473'REFERENCE MARK NO. 2 IS 112.55 FEET WEST OF THE STATION.
 BW2473'IT IS 52 FEET WEST OF A POWER LINE, 64 FEET NORTH OF THE
 BW2473'CENTER OF A TRACK ROAD, 17 FEET NORTH OF AN ABANDONED FENCE
 BW2473'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A C AND GS
 BW2473'REFERENCE MARK DISK STAMPED CROOKED NO 2 1949 PROJECTING 6
 BW2473'INCHES.
 BW2473'
 BW2473'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 189.11
 BW2473'FEET.
 BW2473'
 BW2473'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 BW2473'25 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 57 FEET NORTH
 BW2473'OF A T-FENCE CORNER, 1.5 FEET WEST OF A FENCE AND 1 FOOT SOUTH
 BW2473'OF A METAL WITNESS POST.  (NOTE) THE STATION IS VISIBLE FROM
 BW2473'THE AZIMUTH.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED
 BW2473'CROOKED 1949 PROJECTING 6 INCHES.
 BW2473'
 BW2473'TRAVERSE STATION 15 S (USGS) IS 409.74 FEET NORTHEAST OF THE
 BW2473'STATION, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMITH
 BW2473'HOUSE, 44 FEET NORTH OF A T-FENCE CORNER, 39 FEET NORTHWEST OF A
 BW2473'16 INCH CEDAR, 128.5 FEET SOUTHEAST OF A 14 INCH TWIN CEDAR,
 BW2473'9 FEET EAST OF A 12 INCH MIMOSA AND 1.5 FEET WEST OF A FENCE.
 BW2473'IT IS A USGS DISK WELDED ON A 3 INCH IRON PIPE STAMPED TRAV
 BW2473'STA NO 15 S PROJECTING 2 INCHES.
 BW2473'
 BW2473'TO REACH THE STATION FROM THE WILKINSON COUNTY COURTHOUSE
 BW2473'IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW2473'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT
 BW2473'(NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 9.3 MILES TO A BRIDGE
 BW2473'OVER BUFFALO CREEK.  CONTINUE NORTHWEST ON U.S. HIGHWAY 61
 BW2473'FOR 3.4 MILES TO A CROSSROADS.  TURN RIGHT (NORTHEAST) AND
 BW2473'CONTINUE ON A GRAVELED ROAD FOR 3.4 MILES TO A T-INTERSECTION.
 BW2473'TURN RIGHT (EAST) AND CONTINUE ON A GRAVELED ROAD FOR 0.5 MILE
 BW2473'TO A FORK JUST AFTER CROSSING A CREEK.  TAKE THE LEFT FORK
 BW2473'AND CONTINUE NORTHEAST ON A GRAVELED ROAD FOR 1.4 MILES TO A
 BW2473'REVERSE Y.  CONTINUE SOUTHEAST ON A GRAVELED ROAD FOR 2.1 MILES
 BW2473'TO A T-INTERSECTION.  TURN LEFT (NORTH) AND CONTNUE ON A
 BW2473'BLACKTOP ROAD FOR 2 MILES TO THE AZIMUTH ON THE LEFT.
 BW2473'CONTINUE NORTH ON A BLACKTOP ROAD FOR 0.25 MILE TO A SIDE
 BW2473'ROAD RIGHT AND THE STATION ON THE LEFT.
 BW2473'
 BW2473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.3 MILES
 BW2473'NORTHWEST OF CROSBY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2215 ***********************************************************************
 BH2215  DESIGNATION -  CROOKED
 BH2215  PID         -  BH2215
 BH2215  STATE/COUNTY-  MS/JACKSON
 BH2215  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2215
 BH2215                         *CURRENT SURVEY CONTROL
 BH2215  ___________________________________________________________________
 BH2215* NAD 83(1993)-  30 26 12.36994(N)    088 37 00.08732(W)     ADJUSTED  
 BH2215* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2215  ___________________________________________________________________
 BH2215  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2215  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH2215  HORZ ORDER  -  SECOND
 BH2215
 BH2215.The horizontal coordinates were established by classical geodetic methods
 BH2215.and adjusted by the National Geodetic Survey in May 1994.
 BH2215
 BH2215.The orthometric height was scaled from a topographic map.
 BH2215
 BH2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2215
 BH2215.The geoid height was determined by GEOID03.
 BH2215
 BH2215;                    North         East     Units Scale Factor Converg.
 BH2215;SPC MS E     -   103,857.430   320,809.862   MT  0.99995534   +0 06 35.1
 BH2215;SPC MS E     -   340,738.92  1,052,523.69   sFT  0.99995534   +0 06 35.1
 BH2215;UTM  16      - 3,368,294.316   344,751.130   MT  0.99989734   -0 49 09.0
 BH2215
 BH2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2215!SPC MS E     -   1.00000414  x   0.99995534  =   0.99995948
 BH2215!UTM  16      -   1.00000414  x   0.99989734  =   0.99990148
 BH2215
 BH2215:                Primary Azimuth Mark                     Grid Az
 BH2215:SPC MS E     -  KREOLE INTL PAPER CO CEN STACK           100 35 26.5
 BH2215:UTM  16      -  KREOLE INTL PAPER CO CEN STACK           101 31 10.6
 BH2215
 BH2215|---------------------------------------------------------------------|
 BH2215| PID    Reference Object                     Distance      Geod. Az  |
 BH2215|                                                           dddmmss.s |
 BH2215| BH2209 KREOLE INTL PAPER CO CEN STACK      APPROX.12.0 KM 1004201.6 |
 BH2215| BH2250 PASCAGOULA PORT FACILITIES TK       APPROX. 9.5 KM 1502953.3 |
 BH2215| DD7760 CROOKED RM 1                         15.179 METERS 28304     |
 BH2215| DD7763 CROOKED WM                           13.900 METERS 30923     |
 BH2215| DD7762 CROOKED RM 3                          9.934 METERS 32931     |
 BH2215| DD7761 CROOKED RM 2                         14.978 METERS 35439     |
 BH2215|---------------------------------------------------------------------|
 BH2215
 BH2215                          SUPERSEDED SURVEY CONTROL
 BH2215
 BH2215  NAD 83(1993)-  30 26 12.37928(N)    088 37 00.08281(W) AD(       ) 2
 BH2215  NAD 83(1986)-  30 26 12.39390(N)    088 37 00.07956(W) AD(       ) 2
 BH2215  NAD 27      -  30 26 11.67600(N)    088 37 00.00100(W) AD(       ) 2
 BH2215
 BH2215.Superseded values are not recommended for survey control.
 BH2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2215.See file dsdata.txt to determine how the superseded data were derived.
 BH2215
 BH2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4475168294(NAD 83)
 BH2215_MARKER: DS = TRIANGULATION STATION DISK
 BH2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2215
 BH2215  HISTORY     - Date     Condition        Report By
 BH2215  HISTORY     - 1935     MONUMENTED       CGS
 BH2215  HISTORY     - 1958     GOOD             CGS
 BH2215  HISTORY     - 1959     GOOD             CGS
 BH2215  HISTORY     - 1968     GOOD             MSHD
 BH2215  HISTORY     - 1971     GOOD             NGS
 BH2215
 BH2215                          STATION DESCRIPTION
 BH2215
 BH2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2215'THE STATION IS ABOUT 3 MILES NW OF PASCAGOULA AND ABOUT 3 MILES N OF
 BH2215'GAUTIER ON THE TIP OF A PROMINENT POINT, ABOUT 1/4 MILE W OF
 BH2215'WEST PASCAGOULA RIVER, ABOUT 1 MILE NW OF ITS JUNCTION WITH CROOKED
 BH2215'BAYOU.  THIS POINT IS A LONG SLENDER POINT AND IS BORDERED
 BH2215'ON THE N BY FARAGUATE LAKE WHICH IS ALMOST CIRCULAR IN SHAPE AND
 BH2215'ABOUT 1/4 MILE IN DIAMETER.  THE E END OF THE POINT OF TREES
 BH2215'IS DIVIDED INTO 2 POINTS BY A NARROW STRIP OF MARSH.
 BH2215'
 BH2215'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2215'CONCRETE.
 BH2215'
 BH2215'THE STATION MARK IS ON THE EXTREME SE POINT OF THE SOUTHERLY ONE OF
 BH2215'THE 2 POINTS.  THERE IS A 24-INCH TRIANGULAR BLAZED PINE, THE
 BH2215'LARGEST IN THE VICINITY, 45.5 FEET DUE W OF THE STATION.
 BH2215'
 BH2215'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE IN A 3-INCH
 BH2215'IRON PIPE, PROJECTING ABOUT 3 FEET ABOVE GROUND, 18 YARDS W AND 7
 BH2215'YARDS N OF THE MARSH LINE ON THE POINT.
 BH2215'
 BH2215'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE IN A 3-INCH
 BH2215'IRON PIPE, PROJECTING ABOUT 3 FEET ABOVE GROUND, 5 YARDS W AND 20
 BH2215'YARDS N OF THE MARSH LINE ON THE POINT.
 BH2215'
 BH2215'TO REACH FROM THE GAUTIER END OF PASCAGOULA TOLL BRIDGE FOLLOW U.S.
 BH2215'HIGHWAY 90 FOR 2.8 MILES, TURN N ON GRADED DIRT ROAD AND GO 2.4
 BH2215'MILES, TURN RIGHT AT T-INTERSECTION AND GO 1.6 MILES, TURN RIGHT ON
 BH2215'WOODS ROAD ALONG THE N SIDE OF A WIRE FENCE JUST N OF A SMALL
 BH2215'WEATHER BEATEN FRAME HOUSE AND CONTINUE ON MAIN TRAVELED ROAD 0.7
 BH2215'MILE, TURN RIGHT ON VERY DIM WOODS TRAIL ABOUT 100 YARDS BEFORE
 BH2215'REACHING THE HOUSE ON FARAGUATE LAKE.  FOLLOW THIS ROAD AS FAR AS
 BH2215'POSSIBLE AND CONTINUE ON FOOT IN A SOUTHERLY DIRECTION TO THE POINT
 BH2215'AND STATION.
 BH2215
 BH2215                          STATION RECOVERY (1958)
 BH2215
 BH2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2215'THE STATION MARK AND ONE REFERENCE MARK WERE RECOVERED AND FOUND IN
 BH2215'GOOD CONDITION.  ONE NEW REFERENCE MARK WAS SET.  A NEW AND COMPLETE
 BH2215'DESCRIPTION FOLLOWS-
 BH2215'
 BH2215'LOCATED ABOUT 5 MILES NORTH AND 4-1/4 MILES WEST OF PASCAGOULA, ABOUT
 BH2215'3-3/4 MILES NORTH OF GAUTIER, 1/4 MILE SOUTHEAST OF THE SOUTHEAST
 BH2215'SHORE OF FARRIGUT LAKE, 1/4 MILE WEST OF THE WEST PASCAGOULA RIVER
 BH2215'AND AT THE END OF A PROMINENT POINT FORMED BY THE WOODED AREA.
 BH2215'
 BH2215'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 59,
 BH2215'ABOUT 6-1/2 MILES EAST OF OCEAN SPRINGS, GO EAST ON U.S. 90 FOR
 BH2215'4.2 MILES TO CROSSROADS JUST WEST OF EARLS CAFE AND PAN-AM GAS
 BH2215'STATION.  TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 2.1
 BH2215'MILES TO A SIDE ROAD RIGHT AT SIGN ROYS FISHING CAMP.  TURN RIGHT AND
 BH2215'FOLLOW SURFACED ROAD EAST AND NORTHERLY FOR 2.2 MILES TO A SIDE
 BH2215'ROAD RIGHT.  TURN RIGHT AND FOLLOW SHELL SURFACED ROAD FOR 0.4 MILE
 BH2215'EAST TO END OF SHELL ROAD AND WIRE GATE ON RIGHT.  TURN RIGHT
 BH2215'THROUGH GATE AND GO SOUTH FOR 0.05 MILE TO A FORK.  TURN SHARP LEFT
 BH2215'AND FOLLOW DIM LUMBER COMPANY ROAD EASTERLY FOR 0.5 MILE TO THE END
 BH2215'OF THE POINT FORMED BY THE TREE LINE ALONG THE EDGE OF THE
 BH2215'MARSH LAND AND STATION.  A POWER WAGON WILL PROBABLY BE REQUIRED TO
 BH2215'DRIVE TO STATION FROM THE ABOVE MENTIONED GATE.
 BH2215'
 BH2215'STATION MARKS ARE STANDARD DISKS, STAMPED CROOKED 1935.  SURFACE MARK
 BH2215'IS SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE POST WHICH
 BH2215'PROJECTS 6 INCHES.  IT IS 46 FEET SOUTHEAST OF A 20 INCH PINE TREE
 BH2215'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 22 FEET SOUTHEAST OF
 BH2215'THE SOUTHEAST CORNER OF A SMALL PIG STY.
 BH2215'
 BH2215'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN THE TOP OF A 3 INCH
 BH2215'IRON PIPE PROJECTING 3.5 FEET AND STAMPED CROOKED NO 1
 BH2215'1935.  IT IS 35 FEET WEST OF THE STY CORNER AND 22 FEET SOUTHWEST OF
 BH2215'THE BLAZED TREE.
 BH2215'
 BH2215'REFERENCE MARK 3 IS A STANDARD DISK CEMENTED IN THE TOP OF A 3 INCH
 BH2215'IRON PIPE PROJECTING 8 INCHES AND STAMPED CROOKED NO 3 1935.  IT
 BH2215'IS 19 FEET EAST OF THE BLAZED TREE AND 13 FEET NORTH OF THE STY
 BH2215'CORNER.
 BH2215'
 BH2215'NO SUITABLE LOCATION COULD BE FOUND FOR THE ESTABLISHMENT OF AN
 BH2215'AZIMUTH MARK.
 BH2215
 BH2215                          STATION RECOVERY (1959)
 BH2215
 BH2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2215'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 BH2215'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BH2215
 BH2215                          STATION RECOVERY (1968)
 BH2215
 BH2215'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2215'THE STATION WAS VISITED 9-4-68 AND THE STATION MARK, REFERENCE MARK
 BH2215'NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 BH2215'
 BH2215'THE STATION IS LOCATED 6.2 MILES NORTHWEST OF THE APPROXIMATE CENTER
 BH2215'OF PASCAGOULA, 4.1 MILES NORTH NORTHWEST OF THE APPROXIMATE
 BH2215'CENTER OF GAUTIER 1/4 MILE SOUTHEAST OF THE SOUTHEAST SHORE OF LAKE
 BH2215'FARRIGUT 1/4 MILE WEST OF THE WEST PASCAGOULA RIVER AT THE END
 BH2215'OF A PROMINENT POINT FORMED BY A WOODED AREA APPROXIMATELY 150 FEET
 BH2215'SOUTHEAST OF THE PROPOSED SOUTH RIGHT-OF-WAY OF INTERSTATE
 BH2215'10, ON PROPERTY OWNED BY INTERNATIONAL PAPER COMPANY.  IT IS 61.5
 BH2215'FEET SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED PINE, 54 FEET
 BH2215'EAST OF ANOTHER 14 INCH TRIANGULAR BLAZED 14 INCH PINE, AND 1
 BH2215'FOOT NORTHWEST OF A METAL WITNESS POST.
 BH2215'
 BH2215'IT IS A STANDARD TRIANGULATION DISK, STAMPED CROOKED 1935 PROJECTING
 BH2215'4 INCHES.
 BH2215'
 BH2215'REFERENCE MARK NO. 1 IS 49.80 FEET WEST OF THE STATION.  IT IS 9 FEET
 BH2215'NORTHEAST OF A TRIANGULAR BLAZED 14 INCH PINE AND 1 FOOT
 BH2215'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 BH2215'DISK CEMENTED IN THE TOP OF A 3 INCH IRON PIPE STAMPED CROOKED
 BH2215'NO 1 1935 PROJECTING 3.5 FEET.
 BH2215'
 BH2215'REFERENCE MARK NO. 3 IS 32.59 FEET NORTHWEST OF THE STATION.  IT IS
 BH2215'44 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 14 INCH PINE, 28.5
 BH2215'FEET SOUTHEAST OF ANOTHER TRIANGULAR BLAZED 14 INCH PINE AND 1 FOOT
 BH2215'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 BH2215'DISK CEMENTED IN THE TOP OF A 3 INCH IRON PIPE, STAMPED CROOKED NO 3
 BH2215'1935 PROJECTING 8 INCHES.
 BH2215'
 BH2215'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 35.90 FEET.
 BH2215'
 BH2215'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PASCAGOULA GO WEST
 BH2215'ON JACKSON AVENUE FOR 0.15 MILE TO THE INTERSECTION OF
 BH2215'PASCAGOULA STREET.  TURN RIGHT (NORTHWEST) AND CONTINUE ON PASCAGOULA
 BH2215'STREET FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 90.
 BH2215'TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 90 FOR 6.05 MILES TO A
 BH2215'CROSSROADS JUST WEST OF THE JACKSON COUNTY JR. COLLEGE.  TURN
 BH2215'RIGHT (NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR 2.2 MILES TO A
 BH2215'SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE EAST AND NORTH ON MARTIN
 BH2215'BLUFF ROAD FOR 2.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2215'(EAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.35 MILE TO A WOODS
 BH2215'ROAD ON THE RIGHT WHERE THE MAIN ROAD CURVES NORTH TO A FRAME
 BH2215'HOUSE.  TURN RIGHT (SOUTH) AND CONTINUE ON A WOODS ROAD FOR 0.05 MILE
 BH2215'TO A ROAD FORKS.  TAKE THE EXTREME LEFT FORK AND CONTINUE EAST ON
 BH2215'A WOODS ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  THE MARK IS LOCATED
 BH2215'APPROXIMATELY 500 FEET EAST ACROSS A WOODED AREA AT THE EDGE
 BH2215'OF A MARSH NEAR A PROMINENT POINT FORMED BY WOODS.
 BH2215'
 BH2215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.1 MILES NORTH
 BH2215'NORTHWEST OF GAUTIER.
 BH2215
 BH2215                          STATION RECOVERY (1971)
 BH2215
 BH2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2215'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BH2215'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2458 ***********************************************************************
 BW2458  DESIGNATION -  CROSBY
 BW2458  PID         -  BW2458
 BW2458  STATE/COUNTY-  MS/WILKINSON
 BW2458  USGS QUAD   -  WILKINSON (1988)
 BW2458
 BW2458                         *CURRENT SURVEY CONTROL
 BW2458  ___________________________________________________________________
 BW2458* NAD 83(1993)-  31 11 23.71956(N)    091 09 04.37976(W)     ADJUSTED  
 BW2458* NAVD 88     -       126.29   (+/-2cm)     414.3    (feet)  VERTCON   
 BW2458  ___________________________________________________________________
 BW2458  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BW2458  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW2458  HORZ ORDER  -  SECOND
 BW2458  VERT ORDER  -  THIRD ? (See Below)
 BW2458
 BW2458.The horizontal coordinates were established by classical geodetic methods
 BW2458.and adjusted by the National Geodetic Survey in May 1994.
 BW2458
 BW2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2458.The vertical order pertains to the NGVD 29 superseded value.
 BW2458
 BW2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2458
 BW2458.The geoid height was determined by GEOID03.
 BW2458
 BW2458;                    North         East     Units Scale Factor Converg.
 BW2458;SPC MS W     -   187,620.702   622,046.561   MT  1.00002493   -0 25 24.9
 BW2458;SPC MS W     -   615,552.25  2,040,831.09   sFT  1.00002493   -0 25 24.9
 BW2458;UTM  15      - 3,452,122.559   676,159.581   MT  0.99998278   +0 57 27.7
 BW2458
 BW2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2458!SPC MS W     -   0.99998438  x   1.00002493  =   1.00000931
 BW2458!UTM  15      -   0.99998438  x   0.99998278  =   0.99996716
 BW2458
 BW2458:                Primary Azimuth Mark                     Grid Az
 BW2458:SPC MS W     -  GLOSTER MUNICIPAL TANK                   086 08 06.9
 BW2458:UTM  15      -  GLOSTER MUNICIPAL TANK                   084 45 14.3
 BW2458
 BW2458|---------------------------------------------------------------------|
 BW2458| PID    Reference Object                     Distance      Geod. Az  |
 BW2458|                                                           dddmmss.s |
 BW2458| BW2446 GLOSTER MUNICIPAL TANK              APPROX.12.2 KM 0854242.0 |
 BW2458| BW2447 GLOSTER                             APPROX.13.0 KM 0864819.0 |
 BW2458| CY4180 CROSBY RM 1                          37.625 METERS 11821     |
 BW2458| CY4179 CROSBY AZ MK                                       1834535.6 |
 BW2458| CY4182 CROSBY RM 3                           9.632 METERS 22718     |
 BW2458| BW2461 WOODVILLE SEVEN DAY GROCERY TK      APPROX.17.2 KM 2350137.7 |
 BW2458| CY4181 CROSBY RM 2                          33.738 METERS 32237     |
 BW2458|---------------------------------------------------------------------|
 BW2458
 BW2458                          SUPERSEDED SURVEY CONTROL
 BW2458
 BW2458  NAD 83(1993)-  31 11 23.73392(N)    091 09 04.37766(W) AD(       ) 2
 BW2458  NAD 83(1986)-  31 11 23.73578(N)    091 09 04.37529(W) AD(       ) 2
 BW2458  NAD 27      -  31 11 23.11300(N)    091 09 03.99000(W) AD(       ) 2
 BW2458  NGVD 29 (07/19/86)  126.27   (m)          414.3    (f) LEVELING    3  
 BW2458
 BW2458.Superseded values are not recommended for survey control.
 BW2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2458.See file dsdata.txt to determine how the superseded data were derived.
 BW2458
 BW2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7616052123(NAD 83)
 BW2458_MARKER: DS = TRIANGULATION STATION DISK
 BW2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2458
 BW2458  HISTORY     - Date     Condition        Report By
 BW2458  HISTORY     - 1949     MONUMENTED       CGS
 BW2458  HISTORY     - 1956     GOOD             CGS
 BW2458  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BW2458
 BW2458                          STATION DESCRIPTION
 BW2458
 BW2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2458'THE STATION IS LOCATED ABOUT 8 MILES WEST OF GLOSTER, ON
 BW2458'PROPERTY OWNED BY THE CROSBY LUMBER CO., 46 FEET NORTH-NORTHWEST
 BW2458'OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 41 FEET WEST OF THE
 BW2458'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 36 FEET NORTH-NORTHWEST
 BW2458'OF A TRIANGULAR BLAZED 8-INCH OAK TREE, AND 6 FEET NORTH
 BW2458'OF A WITNESS POST.
 BW2458'
 BW2458'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GLOSTER,
 BW2458'GO SOUTHERLY (ALONG THE EAST SIDE OF THE RAILROAD TRACKS) FOR 1.55
 BW2458'MILE TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT, WESTERLY,
 BW2458'(CROSSING THE RAILROAD TRACKS) FOR 1.05 MILE TO A FORK.
 BW2458'THEN RIGHT FORK, CONTINUE WESTERLY FOR 2.65 MILES TO A FORK.
 BW2458'THEN LEFT FORK, CONTINUE WESTERLY FOR 2.65 MILES TO A CROSSROAD.
 BW2458'CONTINUE WESTERLY FOR 1.85 MILE TO A T-INTERSECTION*.  THEN
 BW2458'RIGHT FOR ABOUT 50 YARDS TO THE STATION ON THE LEFT AS
 BW2458'DESCRIBED.
 BW2458'
 BW2458'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT (SOUTHERLY)
 BW2458'FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BW2458'
 BW2458'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2458'CROSBY 1949.
 BW2458'
 BW2458'REFERENCE MARK NO. 1 IS 80 FEET NORTH OF THE APPROXIMATE
 BW2458'CENTER LINE OF THE T-INTERSECTION, AND 18 FEET EAST OF THE
 BW2458'APPROXIMATE CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS
 BW2458'6 INCHES, AND THE DISK IS STAMPED CROSBY NO 1 1949.
 BW2458'
 BW2458'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE APPROXIMATE
 BW2458'CENTERLINE OF THE GRAVELED ROAD, AND 8 FEET EAST OF THE
 BW2458'APPROXIMATE CENTER LINE OF A DIM WOODS ROAD.  THE MARK PROJECTS
 BW2458'6 INCHES, AND THE DISK IS STAMPED CROSBY NO 2 1949.
 BW2458'
 BW2458'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 23 FEET EAST
 BW2458'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 2
 BW2458'FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES,
 BW2458'AND THE DISK IS STAMPED CROSBY 1949.
 BW2458'
 BW2458'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2458'CONCRETE POSTS.
 BW2458'
 BW2458'A 103 FOOT TOWER AT CROSBY WILL SEE 77 FEET AT CENTREVILLE,
 BW2458'WHITAKER, PHARES, WOODVILLE 1929, DRY, HIRAM, STEPHENSON.
 BW2458'64 FEET AT GLOSTER, TATUM.  50 FEET AT BUFFALO.
 BW2458'
 BW2458'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2458
 BW2458                          STATION RECOVERY (1956)
 BW2458
 BW2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2458'THE STATION WAS VISITED 6-11-56 AND THE STATION MARK AND
 BW2458'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2458'AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BW2458'REFERENCE MARK NO. 1 WAS FOUND WITH THE MONUMENT BROKEN OFF.
 BW2458'THE MONUMENT WAS PLACED BACK INPOSITION AND REENFORCE WITH
 BW2458'CONCRETE.  THE DISTANCE AND ANGLE WAS CHECKED TO THIS MARK.
 BW2458'THE ANGLE CHECKED THE 1949 VALUE AND THE DISTANCE WAS FOUND
 BW2458'TO BE 123.34 FEET OR 0.1 FOOT SHORTER THAN THE 1949
 BW2458'MEASUREMENT.  THE 1949 DESCRIPTION IS ADEQUATE
 BW2458
 BW2458                          STATION RECOVERY (1969)
 BW2458
 BW2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2458'THE STATION WAS VISITED 11/5/69 AND THE UNDERGROUND STATION
 BW2458'MARK, AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 BW2458'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF POSITION
 BW2458'AND REFERENCE MARK 1 WAS FOUND DESTROYED.  THE AZIMUTH MARK
 BW2458'WAS REPORTED DESTROYED IN 1956.  THE STATION SURFACE MARK
 BW2458'WAS REPLACED DIRECTLY OVER THE UNDERGROUND MARK AND A REFERENCE
 BW2458'MARK 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BW2458'
 BW2458'STATION IS LOCATED ABOUT 8 MILES WEST OF GLOSTER, 8.7 MILES
 BW2458'NORTHWEST OF CENTREVILLE, 10.5 MILES NORTHEAST OF WOODVILLE IN
 BW2458'THE SOUTHWEST 1/4 OF SECTION 30, T3N, R1E, ON LAND OWNED BY
 BW2458'THE ST. REGIS LUMBER CO.  IT IS IN PINE WOODS, 173 FEET
 BW2458'NORTHWEST OF THE CENTER OF A T-INTERSECTION, 42 FEET WEST OF
 BW2458'THE CENTER OF A GRAVEL ROAD, 2.2 FEET SOUTHEAST OF A 2-1/2
 BW2458'INCH PIPE PROJECTING 4 FEET AND SET IN CONCRETE, 1 FOOT
 BW2458'WEST OF A METAL WITNESS POST AND NEAR THE CENTER OF A DIM
 BW2458'LOGGING ROAD.  IT IS A C AND GS TRIANGULATION STATION DISK,
 BW2458'STAMPED CROSBY 1949 1969, PROJECTING 3 INCHES.
 BW2458'
 BW2458'REFERENCE MARK NO. 2 IS 110.69 FEET NORTHWEST OF THE STATION.
 BW2458'IT IS 62 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 8 FEET
 BW2458'WEST OF THE CENTER OF DIM WOODS ROAD, 81 FEET SOUTH OF THE
 BW2458'CENTER OF BLADED WOODS ROAD AND 1 FOOT WEST OF A METAL WITNESS
 BW2458'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED CROSBY
 BW2458'NO 2 1949, PROJECTING 3 INCHES AND ABOUT 2-1/2 FEET LOWER
 BW2458'THAN THE STATION MARK.
 BW2458'
 BW2458'REFERENCE MARK NO. 3 IS 31.60 FEET WEST OF THE STATION.  IT
 BW2458'IS 75 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 16 FEET SOUTH
 BW2458'OF THE CENTER OF DIM LOGGING ROAD AND 1 FOOT EAST OF METAL
 BW2458'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2458'CROSBY 1949 NO 3 1969, PROJECTING 5 INCHES AND ABOUT 1 FOOT
 BW2458'LOWER THAN THE STATION MARK.
 BW2458'
 BW2458'TO REACH THE STATION FROM THE FARMERS EXCHANGE BANK IN CENTREVILLE,
 BW2458'GO NORTHWEST ON MAIN STREET FOR 0.1 MILE TO THE INTERSECTION
 BW2458'OF LAFAYETTE STREET.  TURN RIGHT AND GO EAST ON LAFAYETTE
 BW2458'STREET FOR 1.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 BW2458'WEST ON PAVED ROAD FOR 8.4 MILES TO A CROSSROAD.  TURN LEFT,
 BW2458'WEST, AND GO 1.8 MILES ON GRAVEL ROAD TO A T-INTERSECTION.
 BW2458'TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR APPROXIMATELY
 BW2458'50 YARDS TO THE STATION ON THE LEFT.
 BW2458'
 BW2458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST
 BW2458'OF GLOSTER
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2436 ***********************************************************************
 BW2436  DESIGNATION -  CROSBY LUMBER AND MFG CO TANK
 BW2436  PID         -  BW2436
 BW2436  STATE/COUNTY-  MS/WILKINSON
 BW2436  USGS QUAD   -  CROSBY (1988)
 BW2436
 BW2436                         *CURRENT SURVEY CONTROL
 BW2436  ___________________________________________________________________
 BW2436* NAD 83(1993)-  31 16 42.29060(N)    091 03 36.20202(W)     ADJUSTED  
 BW2436* NAVD 88     -              **(meters)            **(feet)            
 BW2436  ___________________________________________________________________
 BW2436  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BW2436  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BW2436  HORZ ORDER  -  THIRD
 BW2436
 BW2436.The horizontal coordinates were established by classical geodetic methods
 BW2436.and adjusted by the National Geodetic Survey in May 1994.
 BW2436
 BW2436
 BW2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2436
 BW2436.The geoid height was determined by GEOID03.
 BW2436
 BW2436;                    North         East     Units Scale Factor Converg.
 BW2436;SPC MS W     -   197,371.335   630,799.939   MT  1.00000904   -0 22 38.4
 BW2436;SPC MS W     -   647,542.45  2,069,549.47   sFT  1.00000904   -0 22 38.4
 BW2436;UTM  15      - 3,462,081.474   684,674.935   MT  1.00002068   +1 00 27.0
 BW2436
 BW2436                          SUPERSEDED SURVEY CONTROL
 BW2436
 BW2436  NAD 83(1986)-  31 16 42.30654(N)    091 03 36.19759(W) AD(       ) 4
 BW2436  NAD 27      -  31 16 41.69000(N)    091 03 35.83000(W) AD(       ) 3
 BW2436
 BW2436.Superseded values are not recommended for survey control.
 BW2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2436.See file dsdata.txt to determine how the superseded data were derived.
 BW2436
 BW2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8467562081(NAD 83)
 BW2436_MARKER: 53 = ELEVATED TANK
 BW2436
 BW2436  HISTORY     - Date     Condition        Report By
 BW2436  HISTORY     - 1949     FIRST OBSERVED   CGS
 BW2436  HISTORY     - 1956     GOOD             CGS
 BW2436  HISTORY     - 1969     GOOD             MSHD
 BW2436
 BW2436                          STATION DESCRIPTION
 BW2436
 BW2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2436'THERE HAS BEEN NO PREVIOUS DESCRIPTION WRITTEN FOR THIS
 BW2436'STATION
 BW2436'
 BW2436'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF CROSBY,
 BW2436'IT IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A TANK ON
 BW2436'THE TOP WITH AN OVERALL HEIGHT OF 125 FEET.
 BW2436'
 BW2436'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD
 BW2436'STATION IN CROSBY, GO EAST ON STATE HIGHWAY 33 FOR 0.25
 BW2436'MILE TO A SIDE ROAD RIGHT, TURN RIGHT ACROSS THE TRACK AND
 BW2436'GO 0.1 MILE TO THE CROSBY LUMBER CO. MILL AND THE TANK IN
 BW2436'THE SOUTHWEST CORNER OF THE MILL.
 BW2436
 BW2436                          STATION RECOVERY (1969)
 BW2436
 BW2436'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2436'THE STATION WAS VISITED 9-10-69 AND THE STATION WAS FOUND
 BW2436'IN GOOD CONDITION.
 BW2436'
 BW2436'THE STATION IS LOCATED 0.3 MILE SOUTHEAST OF CROSBY ON PROPERTY
 BW2436'OWNED BY THE CROSBY LUMBER COMPANY.  IT IS A TANK ATOP A
 BW2436'FOUR LEGGED STEEL STRUCTURE, BLACK IN COLOR WITH AN OVERALL
 BW2436'HEIGHT OF 125 FEET.
 BW2436'
 BW2436'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CROSBY
 BW2436'GO SOUTHEAST ON STATE HIGHWAY 33 FOR 0.25 MILE TO A SIDE
 BW2436'ROAD RIGHT.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON AN ENTRANCE
 BW2436'ROAD FOR 0.1 MILE TO THE CROSBY LUMBER COMPANY AND THE TANK
 BW2436'STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1398 ***********************************************************************
 CO1398  DESIGNATION -  CROSS
 CO1398  PID         -  CO1398
 CO1398  STATE/COUNTY-  MS/RANKIN
 CO1398  USGS QUAD   -  PUCKETT (1975)
 CO1398
 CO1398                         *CURRENT SURVEY CONTROL
 CO1398  ___________________________________________________________________
 CO1398* NAD 83(1993)-  32 04 19.35757(N)    089 51 24.26913(W)     ADJUSTED  
 CO1398* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 CO1398  ___________________________________________________________________
 CO1398  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CO1398  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CO1398  HORZ ORDER  -  THIRD
 CO1398
 CO1398.The horizontal coordinates were established by classical geodetic methods
 CO1398.and adjusted by the National Geodetic Survey in May 1994.
 CO1398
 CO1398.The orthometric height was scaled from a topographic map.
 CO1398
 CO1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1398
 CO1398.The geoid height was determined by GEOID03.
 CO1398
 CO1398;                    North         East     Units Scale Factor Converg.
 CO1398;SPC MS W     -   285,237.023   744,997.396   MT  0.99997496   +0 15 11.0
 CO1398;SPC MS W     -   935,815.13  2,444,212.29   sFT  0.99997496   +0 15 11.0
 CO1398;UTM  16      - 3,551,992.812   230,327.614   MT  1.00049695   -1 31 04.1
 CO1398
 CO1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1398!SPC MS W     -   0.99998387  x   0.99997496  =   0.99995883
 CO1398!UTM  16      -   0.99998387  x   1.00049695  =   1.00048082
 CO1398
 CO1398|---------------------------------------------------------------------|
 CO1398| PID    Reference Object                     Distance      Geod. Az  |
 CO1398|                                                           dddmmss.s |
 CO1398| CF9484 CROSS RM 2                           22.465 METERS 11329     |
 CO1398| CO1401 CATO                                APPROX. 5.7 KM 2623158.0 |
 CO1398| CF9482 CROSS AZ MK                                        2851430.5 |
 CO1398| CF9483 CROSS RM 1                           24.395 METERS 34631     |
 CO1398| CF9485 CROSS RM 3                           16.094 METERS 34940     |
 CO1398|---------------------------------------------------------------------|
 CO1398
 CO1398                          SUPERSEDED SURVEY CONTROL
 CO1398
 CO1398  NAD 83(1986)-  32 04 19.37174(N)    089 51 24.26595(W) AD(       ) 3
 CO1398  NAD 27      -  32 04 18.81900(N)    089 51 23.98700(W) AD(       ) 3
 CO1398
 CO1398.Superseded values are not recommended for survey control.
 CO1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1398.See file dsdata.txt to determine how the superseded data were derived.
 CO1398
 CO1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3032851993(NAD 83)
 CO1398_MARKER: DS = TRIANGULATION STATION DISK
 CO1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1398+STABILITY: SURFACE MOTION
 CO1398
 CO1398  HISTORY     - Date     Condition        Report By
 CO1398  HISTORY     - 1945     MONUMENTED       CGS
 CO1398  HISTORY     - 1957     GOOD             CGS
 CO1398  HISTORY     - 1961     GOOD             MSHD
 CO1398
 CO1398                          STATION DESCRIPTION
 CO1398
 CO1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1398'STATION IS LOCATED ABOUT 5 MILES WSW OF PUCKETT AND IN THE SW
 CO1398'INTERSECTION OF CROSS ROADS.  THE STATION MARK IS ABOUT 150 FEET NW
 CO1398'OF AN UNPAINTED TENANT HOUSE, 55 FEET W OF THE APPROXIMATE CENTER
 CO1398'LINE OF A N-S DIRT ROAD, 99.5 FEET S OF THE APPROXIMATE CENTER
 CO1398'LINE OF AN E-W DIRT ROAD AND 5.2 FEET NW OF A STANDARD WITNESS
 CO1398'POST.
 CO1398'
 CO1398'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1398'POST, STAMPED CROSS 1945, AND PROJECTS ABOUT 3 INCHES.  UNDERGROUND
 CO1398'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1398'
 CO1398'REFERENCE MARK 1 IS 80.03 FEET NNW OF THE STATION, 65 FEET NW OF THE
 CO1398'INTERSECTION OF CROSS ROADS, AND 19.5 FEET S OF THE APPROXIMATE
 CO1398'CENTER LINE OF A DIRT ROAD.  IT IS A BRONZE REFERENCE DISK SET IN
 CO1398'TOP OF A CONCRETE POST, STAMPED CROSS NO 1 1945, AND PROJECTS
 CO1398'ABOUT 4 INCHES.
 CO1398'
 CO1398'REFERENCE MARK 2 IS 73.68 FEET ESE OF THE STATION, 79 FEET S OF THE
 CO1398'INTERSECTION OF CROSS ROADS, AND 23 FEET W OF THE APPROXIMATE CENTER
 CO1398'LINE OF A DIRT ROAD.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP
 CO1398'OF A CONCRETE POST, STAMPED CROSS NO 2 1945, AND PROJECTS ABOUT 4
 CO1398'INCHES.
 CO1398'
 CO1398'AZIMUTH MARK IS 0.2 MILE W OF THE STATION, 17 FEET WSW OF THE
 CO1398'APPROXIMATE CENTER LINE OF A DIRT ROAD, AND 2.5 FEET S OF A STANDARD
 CO1398'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 CO1398'POST.  IT IS STAMPED CROSS 1945, AND PROJECTS ABOUT 3 INCHES.
 CO1398'
 CO1398'NOTE- SLIGHT CLEARING NECESSARY FOR AZIMUTH MARK TO BE VISIBLE FROM
 CO1398'THE GROUND.
 CO1398'
 CO1398'TO REACH THE STATION FROM THE SMALL VILLAGE OF DLO, GO N ON U.S.
 CO1398'HIGHWAY 49 FOR 0.35 MILE, TURN RIGHT AT THE METHODIST CHURCH AND GO
 CO1398'0.05 MILE, THENCE TURN LEFT AND GO 1.6 MILES TO A Y-INTERSECTION.
 CO1398'HERE KEEP STRAIGHT AHEAD FOR 6.65 MILES TO A T-INTERSECTION, HERE
 CO1398'TURN RIGHT AND GO 0.75 MILE TO ANOTHER T-INTERSECTION, THENCE
 CO1398'RIGHT FOR 0.65 MILE TO A Y-INTERSECTION.  HERE KEEP RIGHT AND GO
 CO1398'1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CO1398'CONTINUE ON E FOR 0.2 MILE TO A CROSS ROAD AND STATION AS
 CO1398'DESCRIBED.
 CO1398'
 CO1398'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO1398
 CO1398                          STATION RECOVERY (1957)
 CO1398
 CO1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1398'THE STATION WAS VISITED 6-8-57 AND ALL MARKS WERE FOUND IN GOOD
 CO1398'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS CHECKED WITH THE
 CO1398'1945 MEASUREMENTS.  SEVERAL ERRORS WERE FOUND IN THE MILAGES IN THE
 CO1398'DESCRIPTION TO REACH THE STATION.
 CO1398'
 CO1398'A NEW DESCRIPTION FOLLOWS-
 CO1398'
 CO1398'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF PUCKETT IN THE
 CO1398'SOUTHWEST ANGLE OF A DIRT CROSSROAD, ON THE PROPERTY OWNED BY MR. A
 CO1398'HARRIS, 92 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 CO1398'CROSSROADS, 82 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 CO1398'86 FEET WEST-SOUTHWEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 60
 CO1398'FEET NORTHWEST OF A 2-FOOT LONE OAK TREE, 49 FEET NORTH OF THE
 CO1398'NORTHWEST CORNER OF AN UNPAINTED HOUSE IN THE SOUTHWEST ANGLE
 CO1398'OF THE CROSSROAD, 197 FEET WEST-NORTHWEST OF THE WEST SIDE OF
 CO1398'THE UNPAINTED HOUSE IN THE SOUTHEAST ANGLE OF THE CROSSROAD,
 CO1398'37 FEET EAST OF THE FENCE LINE, 21 FEET NORTH OF THE PROJECTED
 CO1398'PLANE OF THE SOUTH WALL OF THE HOUSE IN THE SOUTHEAST ANGLE OF THE
 CO1398'CROSSROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 CO1398'STANDARD DISK, STAMPED CROSS 1945, FLUSH WITH THE GROUND.
 CO1398'
 CO1398'REFERENCE MARK NO. 1 IS 80.03 FEET NORTH-NORTHWEST OF THE STATION,
 CO1398'23 FEET SOUTH OF THE EAST-WEST ROAD, 33 FEET EAST OF A 12-INCH OAK
 CO1398'TREE IN A FENCE CORNER, 95 FEET WEST OF THE CENTER OF THE JUNCTION
 CO1398'OF THE ROAD AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 CO1398'STANDARD DISK, STAMPED CROSS NO 1 1945, PROJECTING 4 INCHES.
 CO1398'
 CO1398'REFERENCE MARK NO. 2 IS 73.68 FEET EAST-SOUTHEAST OF THE STATION,
 CO1398'34 FEET SOUTHWEST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 125
 CO1398'FEET WEST-NORTHWEST OF THE WEST SIDE OF THE HOUSE IN THE SOUTHEAST
 CO1398'ANGLE OF THE CROSSROAD, 43 FEET NORTHEAST OF A 2-FOOT OAK TREE,
 CO1398'58.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE IN THE
 CO1398'SOUTHWEST ANGLE OF THE CROSSROAD, 79 FEET SOUTH OF THE CENTER OF
 CO1398'THE ROAD JUNCTION.  IT IS A STANDARD DISK, STAMPED CROSS NO 2
 CO1398'1945, PROJECTING 6 INCHES.
 CO1398'
 CO1398'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 0.5 MILE EAST OF
 CO1398'MR. SCOTTS HOUSE, 17 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 49.5
 CO1398'FEET SOUTHWEST OF A FENCE CORNER ACROSS THE ROAD, 17 FEET NORTH OF
 CO1398'A 6-INCH OAK TREE IN A FENCE LINE, AND ABOUT 3 FEET ABOVE THE LEVEL
 CO1398'OF THE ROAD.  IT IS A STANDARD DISK, STAMPED CROSS 1945, PROJECTING
 CO1398'6 INCHES.
 CO1398'
 CO1398'TO REACH THE STATION FROM THE MAIN CROSSROAD AND STOP LIGHT IN DLO,
 CO1398'GO NORTH ON U.S. HIGHWAY 49 FOR 0.4 MILE TO A SIDE ROAD RIGHT AND
 CO1398'THE METHODIST CHURCH IN THE SOUTHEAST ANGLE, TURN RIGHT AND GO 0.05
 CO1398'MILE TO A T-INTERSECTION, TURN LEFT AND GO 1.4 MILE TO A SIDE
 CO1398'ROAD RIGHT.  KEEP LEFT STRAIGHT AHEAD AND GO NORTH FOR 5.7 MILES
 CO1398'TO A SIDE ROAD LEFT AND THE WALTERS STORE ON THE LEFT, KEEP
 CO1398'RIGHT AND GO 1.35 MILE TO A FORK AND A CEMETERY ON THE RIGHT,
 CO1398'TAKE RIGHT FORK AND GO 0.65 MILE TO A FORK, TAKE RIGHT FORK
 CO1398'AND GO SOUTH FOR 1.05 MILE TO THE AZIMUTH MARK ON THE RIGHT IN
 CO1398'THE MIDDLE OF A GRADE.  CONTINUE EAST FOR 0.25 MILE TO THE STATION
 CO1398'ON THE RIGHT.
 CO1398
 CO1398                          STATION RECOVERY (1961)
 CO1398
 CO1398'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1398'THE STATION WAS VISITED 8-7-61.  THE STATION, AZIMUTH MARK, R.M.
 CO1398'NO.1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE 1957
 CO1398'RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO1398'
 CO1398'METAL WITNESS POSTS WERE SET 1 FOOT NORTHEAST OF STATION AND 1 FOOT
 CO1398'NORTH OF THE AZIMUTH MARK, (THIS POST DOES NOT HAVE A SIGN).
 CO1398'
 CO1398'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2730 ***********************************************************************
 EH2730  DESIGNATION -  CROUDIP
 EH2730  PID         -  EH2730
 EH2730  STATE/COUNTY-  MS/QUITMAN
 EH2730  USGS QUAD   -  FISHHOOK LAKE (1982)
 EH2730
 EH2730                         *CURRENT SURVEY CONTROL
 EH2730  ___________________________________________________________________
 EH2730* NAD 83(1993)-  34 06 50.68976(N)    090 12 44.84669(W)     ADJUSTED  
 EH2730* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 EH2730  ___________________________________________________________________
 EH2730  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 EH2730  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EH2730  HORZ ORDER  -  SECOND
 EH2730
 EH2730.The horizontal coordinates were established by classical geodetic methods
 EH2730.and adjusted by the National Geodetic Survey in May 1994.
 EH2730
 EH2730.The orthometric height was scaled from a topographic map.
 EH2730
 EH2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2730
 EH2730.The geoid height was determined by GEOID03.
 EH2730
 EH2730;                    North         East     Units Scale Factor Converg.
 EH2730;SPC MS W     -   511,607.380   711,151.591   MT  0.99995153   +0 04 04.1
 EH2730;SPC MS W     - 1,678,498.55  2,333,169.84   sFT  0.99995153   +0 04 04.1
 EH2730;UTM  15      - 3,778,314.614   757,116.799   MT  1.00041501   +1 33 51.2
 EH2730
 EH2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2730!SPC MS W     -   0.99999692  x   0.99995153  =   0.99994845
 EH2730!UTM  15      -   0.99999692  x   1.00041501  =   1.00041193
 EH2730
 EH2730|---------------------------------------------------------------------|
 EH2730| PID    Reference Object                     Distance      Geod. Az  |
 EH2730|                                                           dddmmss.s |
 EH2730| EH2731 P 16 13                              53.905 METERS 12838     |
 EH2730| CY5909 CROUDIP RM 1                         39.706 METERS 15103     |
 EH2730| CY5908 CROUDIP AZ MK                                      2245555.8 |
 EH2730| CY5910 CROUDIP RM 2                         31.215 METERS 30628     |
 EH2730|---------------------------------------------------------------------|
 EH2730
 EH2730                          SUPERSEDED SURVEY CONTROL
 EH2730
 EH2730  NAD 83(1986)-  34 06 50.70048(N)    090 12 44.84518(W) AD(       ) 2
 EH2730  NAD 27      -  34 06 50.29410(N)    090 12 44.51900(W) AD(       ) 2
 EH2730
 EH2730.Superseded values are not recommended for survey control.
 EH2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2730.See file dsdata.txt to determine how the superseded data were derived.
 EH2730
 EH2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5711778315(NAD 83)
 EH2730_MARKER: DS = TRIANGULATION STATION DISK
 EH2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2730
 EH2730  HISTORY     - Date     Condition        Report By
 EH2730  HISTORY     - 1957     MONUMENTED       CGS
 EH2730  HISTORY     - 20081120 MARK NOT FOUND   MSDOT
 EH2730
 EH2730                          STATION DESCRIPTION
 EH2730
 EH2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH2730'STATION IS APPROXIMATELY 7.5 MILES SOUTHEAST OF LAMBERT, 6
 EH2730'MILES SOUTHWEST OF CROWDER, ON THE WEST BANK OF THE TALLAHATCHIE
 EH2730'RIVER, SOUTHWEST ACROSS THE RIVER FROM CROUDIP LAKE, ON
 EH2730'PROPERTY BETWEEN THE ROAD AND THE RIVER WHICH IS OWNED BY MR.
 EH2730'NOEL WILBORN AND IN SECTION 20, T. 26 N., R 1 E..
 EH2730'
 EH2730'TO REACH FROM THE STOP LIGHT ON STATE HIGHWAY 3 AT LAMBERT, GO
 EH2730'SOUTH ON STATE HIGHWAY 3 FOR 3.15 MILE TO A CROSSROAD, TURN
 EH2730'LEFT AND GO EASTERLY ON GRAVEL ROAD FOR 4.2 MILES TO A
 EH2730'T-INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 EH2730'1.0 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHERLY ON THE
 EH2730'MAIN TRAVELED ROAD FOR 2.65 MILES TO THE NOEL WILBORN STORE ON
 EH2730'THE LEFT, CONTINUE SOUTH ON GRAVEL ROAD FOR APPROXIMATELY 0.05
 EH2730'MILE TO THE STATION ON THE LEFT.
 EH2730'
 EH2730'STATION MARKS ARE STANDARD DISKS STAMPED CROUDIP 1957.  THE
 EH2730'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 EH2730'INCHES.  IT IS 177 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE,
 EH2730'109 FEET NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 52 FEET
 EH2730'EAST-NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 33 FEET
 EH2730'EAST-NORTHEAST OF A FENCE LINE AND 27 FEET WEST-SOUTHWEST OF THE
 EH2730'RIVER BANK.  A STANDARD WITNESS POST WAS SET 1.5 FEET NORTHEAST
 EH2730'OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EH2730'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 EH2730'
 EH2730'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROUDIP NO 1
 EH2730'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 EH2730'IT IS 23.5 FEET SOUTH OF THE NORTHWEST CORNER OF A HOUSE, 23
 EH2730'FEET NORTH-NORTHWEST OF A STILE OVER THE RIGHT-OF-WAY FENCE
 EH2730'LINE, 3 FEET EAST-NORTHEAST OF A POWER LINE POLE AND 2 FEET
 EH2730'EAST-NORTHEAST OF A FENCE LINE.
 EH2730'
 EH2730'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROUDIP NO 2 1957,
 EH2730'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 EH2730'IS 78 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE AND 1 FOOT
 EH2730'EAST-NORTHEAST OF A FENCE LINE.
 EH2730'
 EH2730'P-16-13 (USED), A U.S. ENGINEER DEPARTMENT VICKSBURG DISTRICT
 EH2730'BENCH MARK DISK STAMPED P-16-13 1940, IS A CAP BOLTED TO A
 EH2730'1-1/2 INCH PIPE WHICH PROJECTS 3 INCHES.  IT IS 56 FEET
 EH2730'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 50 FEET NORTHWEST
 EH2730'OF THE RIVER BANK AND 1 FOOT EAST-NORTHEAST OF A DOUBLE TRUNK
 EH2730'TREE.
 EH2730'
 EH2730'AZIMUTH MARK, A STANDARD DISK STAMPED CROUDIP 1957, IS SET IN
 EH2730'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 95 FEET
 EH2730'SOUTH OF THE CENTER OF A TRACK ROAD, 18 FEET SOUTH OF THE
 EH2730'SOUTHEAST CORNER OF THE HOUSE AND 2 FEET WEST OF A POWER LINE
 EH2730'POLE.  A STANDARD WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 EH2730'
 EH2730'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 EH2730'ROAD FOR 0.3 MILE TO A FARM ROAD ON THE RIGHT, TURN RIGHT AND
 EH2730'GO WESTERLY ON FARM ROAD FOR 0.35 MILE TO A HOUSE AND THE
 EH2730'AZIMUTH MARK ON THE LEFT.
 EH2730'
 EH2730'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 EH2730
 EH2730                          STATION RECOVERY (2008)
 EH2730
 EH2730'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2730'THE MARK CROUDIP, RM 1, RM 2, AZIMUTH MARK, AND CORP OF ENGINEERS
 EH2730'BENCH MARK P 16 13 HAVE ALL APPARENTLY BEEN DESTROYED. THERE IS NO
 EH2730'REPORT ON RECOVERY OF ANY OF THESE MARKS SINCE 1957. THE AREA WAS
 EH2730'SEARCHED THOROUGHLY USING GPS AND METAL DETECTOR. THERE IS EVIDENCE OF
 EH2730'OLD BULLDOZER WORK IN THE AREA DURING THE REMOVAL OF THE HOUSES. THE
 EH2730'LOCATION OF THE AZIMUTH MARK IS NOW IN A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1612 ***********************************************************************
 EG1612  DESIGNATION -  CRUM RESET
 EG1612  PID         -  EG1612
 EG1612  STATE/COUNTY-  MS/ALCORN
 EG1612  USGS QUAD   -  KOSSUTH SOUTH (1982)
 EG1612
 EG1612                         *CURRENT SURVEY CONTROL
 EG1612  ___________________________________________________________________
 EG1612* NAD 83(1993)-  34 51 35.08642(N)    088 43 59.65390(W)     ADJUSTED  
 EG1612* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 EG1612  ___________________________________________________________________
 EG1612  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EG1612  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1612  HORZ ORDER  -  FIRST
 EG1612
 EG1612.The horizontal coordinates were established by classical geodetic methods
 EG1612.and adjusted by the National Geodetic Survey in May 1994.
 EG1612
 EG1612.The orthometric height was scaled from a topographic map.
 EG1612
 EG1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1612
 EG1612.The geoid height was determined by GEOID03.
 EG1612
 EG1612;                    North         East     Units Scale Factor Converg.
 EG1612;SPC MS E     -   594,318.824   309,152.701   MT  0.99995103   +0 03 26.0
 EG1612;SPC MS E     - 1,949,861.01  1,014,278.49   sFT  0.99995103   +0 03 26.0
 EG1612;UTM  16      - 3,858,859.613   341,561.394   MT  0.99990940   -0 59 27.1
 EG1612
 EG1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1612!SPC MS E     -   0.99996964  x   0.99995103  =   0.99992068
 EG1612!UTM  16      -   0.99996964  x   0.99990940  =   0.99987905
 EG1612
 EG1612|---------------------------------------------------------------------|
 EG1612| PID    Reference Object                     Distance      Geod. Az  |
 EG1612|                                                           dddmmss.s |
 EG1612| CG3872 CRUM RM 1                            34.965 METERS 02831     |
 EG1612| CG3871 CRUM AZ MK                                         0715524.9 |
 EG1612| CG3873 CRUM RM 2                            31.300 METERS 18936     |
 EG1612| EG1613 PINE MOUNTAIN FIRE TOWER            APPROX. 3.9 KM 3590555.1 |
 EG1612|---------------------------------------------------------------------|
 EG1612
 EG1612                          SUPERSEDED SURVEY CONTROL
 EG1612
 EG1612  NAD 83(1993)-  34 51 35.09333(N)    088 43 59.65077(W) AD(       ) 1
 EG1612  NAD 83(1986)-  34 51 35.09703(N)    088 43 59.65156(W) AD(       ) 1
 EG1612  NAD 27      -  34 51 34.76654(N)    088 43 59.45333(W) AD(       ) 1
 EG1612
 EG1612.Superseded values are not recommended for survey control.
 EG1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1612.See file dsdata.txt to determine how the superseded data were derived.
 EG1612
 EG1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4156158860(NAD 83)
 EG1612_MARKER: DS = TRIANGULATION STATION DISK
 EG1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1612
 EG1612  HISTORY     - Date     Condition        Report By
 EG1612  HISTORY     - 1934     MONUMENTED       CGS
 EG1612  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EG1612  HISTORY     - 1962     GOOD             CGS
 EG1612  HISTORY     - 1962     GOOD             MSHD
 EG1612  HISTORY     - 1967     GOOD             CGS
 EG1612  HISTORY     - 1978     GOOD             MSHD
 EG1612
 EG1612                          STATION DESCRIPTION
 EG1612
 EG1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EHP)
 EG1612'ABOUT 17 MILES SW OF CORINTH, 8 MILES W OF KOSSUTH, 1 MILE W OF J R
 EG1612'GLEASONS PLACE, .75 MILE
 EG1612'N OF CRUM SCHOOLHOUSE, .5 MILE NE OF F A STUDDARDS
 EG1612'PLACE, ON LAND OWNED BY JOHN
 EG1612'DOGGETT, IN SMALL CLEARING, ABOUT 200
 EG1612'METERS (656 FEET) N FROM TOP OF HILL KNOWN
 EG1612'LOCALLY AS FLAG TREE HILL
 EG1612'AND ON WHICH IS A PILE OF ROCK FORMING REMAINS OF OLD INDIAN
 EG1612'MOUND.
 EG1612'
 EG1612'ORIGINAL SURFACE AND UNDERGROUND MARKS WERE STANDARD STATION DISKS IN
 EG1612'CONCRETE.
 EG1612'IN 1934 SURFACE MARK WAS REPORTED
 EG1612'DESTROYED, BUT UNDERGROUND MARK WAS
 EG1612'FOUND.  NEW STANDARD STATION DISK
 EG1612'WAS SET IN CONCRETE FOR SURFACE MARK AND
 EG1612'LOCATION OF STATION WAS DESCRIBED AS BEING 53.6 FEET W OF 9-INCH PINE
 EG1612'WITH TRIANGULAR
 EG1612'BLAZE AND 34.7 FEET SE OF 6-INCH PINE WITH TRIANGULAR
 EG1612'BLAZE.  ORIGINAL REFERENCE MARK NO
 EG1612'1 WAS STANDARD DISK IN TOP OF
 EG1612'ROCKY OUTCROP ON SE TOP OF HILL AND ABOUT 1.75 METERS
 EG1612'(5.7 FEET)
 EG1612'BELOW AND 32.07 METERS (105.2 FEET) FROM STATION.
 EG1612'ORIGINAL
 EG1612'REFERENCE MARK NO 2 WAS STANDARD REFERENCE DISK IN
 EG1612'CONCRETE, ON W SIDE OF
 EG1612'ROAD LEADING OVER HILL AND ABOUT 3
 EG1612'METERS (10 FEET) BELOW AND 63.23 METERS (207.4
 EG1612'FEET) FROM STATION
 EG1612'IN 1934 BOTH ORIGINAL REFERENCE MARKS
 EG1612'WERE REPORTED
 EG1612'DESTROYED, AND TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 EG1612'WERE ESTABLISHED BY SETTING
 EG1612'STANDARD REFERENCE DISKS IN CONCRETE,
 EG1612'REFERENCE MARK NO 1 (1934) IS 12
 EG1612'FEET S OF DIM ROAD TO
 EG1612'STATION AND 114.69 FEET FROM STATION.
 EG1612'REFERENCE MARK NO 2 (1934) IS AT TOP OF LITTLE SLOPE AND 102.65 FEET
 EG1612'FROM STATION
 EG1612'AZIMUTH IS ABOUT 75 YARDS E OF
 EG1612'DIM ROAD FORKS, ABOUT 15 FEET S OF
 EG1612'CENTER LINE OF DIRT ROAD, AND
 EG1612'ABOUT 0.2 MILE FROM STATION.
 EG1612'
 EG1612'TO REACH FROM POST OFFICE AT KOSSUTH, GO W 0.65 MILE ON HIGHWAY 2 TO
 EG1612'FORKS, TURN LEFT
 EG1612'AND KEEP ON MAIN ROAD STRAIGHT AHEAD 1.5 MILES TO
 EG1612'FORKS, TURN RIGHT, GO 2.45 MILES TO
 EG1612'T-ROAD RIGHT WITH CABIN ON RIGHT,
 EG1612'TURN RIGHT, GO 1.05 MILES TO FORKS, TURN RIGHT ONTO
 EG1612'UPHILL FORK,
 EG1612'CONTINUE TO SHED ON RIGHT AND DIM ROAD TO LEFT, TURN LEFT ONTO DIM
 EG1612'ROAD, AND GO 0.15
 EG1612'MILE TO CLEARING AND STATION.
 EG1612
 EG1612                          STATION RECOVERY (1962)
 EG1612
 EG1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 EG1612'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 EG1612'CONDITION.
 EG1612'
 EG1612'TO REACH FROM THE CROSSROADS JUST SOUTH OF THE POST OFFICE IN
 EG1612'KOSSUTH, GO WEST ON STATE
 EG1612'HIGHWAY 2 FOR 1.95 MILES TO SIDE ROAD RIGHT.  CONTINUE
 EG1612'SOUTHWEST ON STATE HIGHWAY
 EG1612'2 FOR 0.15 MILE TO SIDE ROAD RIGHT.  TURN
 EG1612'RIGHT AND GO WEST ON GRAVEL ROAD FOR 1.9
 EG1612'MILES TO SIDE ROAD RIGHT.
 EG1612'CONTINUE SOUTHWEST FOR 0.45 MILE TO FORK.  KEEP RIGHT FORK
 EG1612'AND GO
 EG1612'WESTERLY FOR 1.05 MILE TO FORK.  KEEP RIGHT FORK AND GO NORTHWEST FOR
 EG1612'0.9 MILE TO THE
 EG1612'AZIMUTH MARK ON LEFT.  CONTINUE AHEAD FOR 0.05 MILE
 EG1612'TO TRACK ROAD LEFT.  TURN LEFT
 EG1612'ONTO THIS TRACK ROAD AND GO WESTERLY
 EG1612'UP HILL FOR 0.15 MILE TO THE TOP OF HILL AND
 EG1612'STATION.
 EG1612
 EG1612                          STATION RECOVERY (1962)
 EG1612
 EG1612'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1612'THE STATION WAS VISITED OCTOBER 15, 1962 AND ALL MARKS WERE FOUND IN
 EG1612'GOOD CONDITION.
 EG1612'
 EG1612'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM U S POST OFFICE
 EG1612'IN KOSSUTH, GO
 EG1612'WEST 0.65 MILE ON STATE HIGHWAY 2 TO A FORK, TAKE LEFT
 EG1612'FORK AND KEEP ON MAIN TRAVELED
 EG1612'ROAD 1.5 MILES TO A FORK, TAKE RIGHT
 EG1612'FORK AND GO 2.45 MILES TO A T-ROAD RIGHT AND A
 EG1612'CABIN ON THE RIGHT,
 EG1612'TURN RIGHT, GO 1.05 MILES TO A FORK, TURN RIGHT AND GO UPHILL TO
 EG1612'A DIM ROAD ON
 EG1612'THE LEFT, TURN LEFT, AND GO 0.15 MILE TO A CLEARING AND
 EG1612'THE STATION.
 EG1612'
 EG1612'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH ROUND
 EG1612'CONCRETE POSTS.
 EG1612'THE MARK IS STAMPED CRUM 1934 AND PROJECTS 4 INCHES.
 EG1612'IT IS 58 FEET NORTH OF A TRIANGLE
 EG1612'BLAZED 18-INCH OAK TREE, 46 FEET
 EG1612'EAST OF THE CENTER OF A TRACK ROAD, 32.5 FEET EAST
 EG1612'OF A TRIANGLE
 EG1612'BLAZED 10-INCH PINE TREE.
 EG1612'
 EG1612'R M 1 IS 20 FEET EAST OF A TRIANGLE BLAZED 8-INCH PINE TREE, 14 FEET
 EG1612'EAST OF THE CENTER
 EG1612'LINE OF A TRACK ROAD, 5 FEET WEST OF A TRIANGLE
 EG1612'BLAZED 8-INCH PINE TREE, IS STAMPED
 EG1612'CRUM R M NO 1 1934 AND PROJECTS 6
 EG1612'INCHES.
 EG1612'
 EG1612'R M 2 IS 47.5 FEET SOUTH-SOUTHWEST OF A TRIANGLE BLAZED 18-INCH OAK
 EG1612'TREE, SURROUNDED
 EG1612'BY A CLUSTER OF 8-INCH OAK TREES, IS STAMPED CRUM RM
 EG1612'NO 2 1934 AND PROJECTS 12 INCHES.
 EG1612'
 EG1612'AZ MK IS 26 FEET SOUTH OF A TRIANGLE BLAZED 10-INCH PINE TREE, 12
 EG1612'FEET SOUTH OF THE
 EG1612'CENTER OF A TRACK ROAD, IS STAMPED CRUM 1934 AND
 EG1612'PROJECTS 6 INCHES.
 EG1612
 EG1612                          STATION RECOVERY (1967)
 EG1612
 EG1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1612'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EG1612'THE DISTANCE AND
 EG1612'DIRECTION TO ALL MARKS CHECKED WITH THE 1934
 EG1612'RECOVERY NOTE.  DUE TO VARIOUS
 EG1612'CHANGES, A COMPLETE NEW DESCRIPTION
 EG1612'FOLLOWS.
 EG1612'
 EG1612'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF CORINTH, 5 MILES WEST
 EG1612'OF KOSSUTH, IN THE
 EG1612'SOUTHWEST .25 SEC 36, T 2 S, R 5 E AND ON LAND
 EG1612'OWNED BY DR FAYETTE WILLIAMS.
 EG1612'
 EG1612'TO REACH FROM THE CROSSROAD THAT IS ABOUT 50 FEET SOUTH OF THE
 EG1612'KOSSUTH POST
 EG1612'OFFICE, GO WEST AND SOUTHWEST ON STATE HIGHWAY 2 FOR
 EG1612'2.15 MILES TO A SIDE ROAD
 EG1612'RIGHT.  TURN RIGHT AND GO WESTERLY ON A
 EG1612'GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD
 EG1612'RIGHT.  CONTINUE AHEAD,
 EG1612'SOUTHWEST AND SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE TO A
 EG1612'Y-FORK.  TAKE THE
 EG1612'RIGHT FORK AND GO WESTERLY FOR 1.05 MILES TO A Y-FORK.  TAKE
 EG1612'THE RIGHT FORK AND GO
 EG1612'NORTHWEST AND WEST ON A DIRT ROAD FOR 0.9 MILE
 EG1612'TO THE AZIMUTH MARK ON THE LEFT.
 EG1612'CONTINUE WEST ON THE DIRT ROAD FOR
 EG1612'0.05 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 EG1612'SOUTH ON A TRACK
 EG1612'ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 EG1612'
 EG1612'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1612'
 EG1612'STATION MARK, STAMPED CRUM 1934, PROJECTS 6 INCHES.  IT IS 42 FEET
 EG1612'EAST OF THE CENTER
 EG1612'OF THE TRACK ROAD, 32 FEET EAST OF AN 8-INCH PINE
 EG1612'TREE WITH A TRIANGLE BLAZE ON THE
 EG1612'EAST SIDE AND 1.2 FEET WEST OF A
 EG1612'METAL WITNESS POST.
 EG1612'
 EG1612'R M 1, STAMPED CRUM NO 1 1934, PROJECTS 6 INCHES.  IT IS 13 FEET
 EG1612'SOUTHEAST OF THE
 EG1612'CENTER OF THE TRACK ROAD, 5 FEET SOUTHWEST OF AN
 EG1612'8-INCH PINE TREE WITH A TRIANGLE
 EG1612'BLAZE ON THE SOUTHWEST SIDE AND 1.1
 EG1612'FEET SOUTH OF A METAL WITNESS POST.
 EG1612'
 EG1612'R M 2, STAMPED CRUM NO 2 1934, PROJECTS 12 INCHES.  IT IS 47 FEET
 EG1612'SOUTH-SOUTHWEST OF
 EG1612'A 16-INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 EG1612'WEST SIDE AND 1 FOOT SOUTHWEST OF A
 EG1612'METAL WITNESS POST.
 EG1612'
 EG1612'AZIMUTH MARK, A REFERENCE MARK DISK STAMPED CRUM AZI 1934, PROJECTS
 EG1612'10 INCHES.  IT IS
 EG1612'27 FEET SOUTHEAST OF A 10-INCH PINE TREE WITH A
 EG1612'TRIANGLE BLAZE ON THE SOUTH SIDE, 12
 EG1612'FEET SOUTH OF THE CENTER OF THE
 EG1612'DIRT ROAD AND 1.2 FEET SOUTHEAST OF A METAL WITNESS
 EG1612'POST.
 EG1612'
 EG1612'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 EG1612'
 EG1612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES W
 EG1612'OF KOSSUTH.
 EG1612
 EG1612                          STATION RECOVERY (1978)
 EG1612
 EG1612'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1612'THE STATION WAS VISITED 5-31-78 AND THE STATION MARK, RM NO 1, RM
 EG1612'NO 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 EG1612'MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK DISK WAS FOUND
 EG1612'TO BE SCORED MAKING THE STAMPING HARD TO READ.
 EG1612'
 EG1612'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF KOSSUTH, 13
 EG1612'MILES SOUTHWEST OF CORINTH IN THE SOUTHWEST 1/4 OF SECTION 36, T 2S,
 EG1612'R 5E.  IT IS 42 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 39
 EG1612'FEET SOUTHEAST OF A 15 INCH OAK, 1 FOOT SOUTHEAST OF A METAL
 EG1612'WITNESS POST AND PROJECTS 6 INCHES.  IT IS A TRIANGULATION DISK,
 EG1612'STAMPED CRUM 1934.
 EG1612'
 EG1612'REFERENCE MARK NO 1 IS 114.71 FEET NORTHEAST OF THE STATION.  IT IS
 EG1612'13 FEET SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD, 5 FEET
 EG1612'NORTH-NORTHWEST OF A 9 INCH BLAZED PINE, 4.5 FEET WEST OF A 9 INCH
 EG1612'BLAZED PINE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND PROJECTS
 EG1612'6 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED CRUM NO 1 1934.
 EG1612'
 EG1612'REFERENCE MARK NO 2 IS 102.69 FEET SOUTH OF THE STATION.  IT IS
 EG1612'49 FEET SOUTH-SOUTHWEST OF A 10 INCH TWIN OAK, 1 FOOT NORTHWEST OF
 EG1612'A METAL WITNESS POST AND PROJECTS 12 INCHES.  IT IS A REFERENCE
 EG1612'MARK DISK, STAMPED CRUM NO 2 1934.
 EG1612'
 EG1612'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT IS 26.5
 EG1612'FEET SOUTH-SOUTHEAST OF A 10 INCH BLAZED PINE, 13 FEET SOUTH OF THE
 EG1612'CENTER OF A WOODS ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND
 EG1612'PROJECTS 10 INCHES.  IT IS A REFERENCE MARK DISK IN THE TOP OF A
 EG1612'12 INCH ROUND CONCRETE POST STAMPED CRUM AZI 1934.
 EG1612'
 EG1612'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND
 EG1612'POLK STREET ABOUT 0.1 MILE SOUTH OF THE SCHOOL IN KOSSUTH GO WEST
 EG1612'ON STATE HIGHWAY 2 FOR 2.1 MILES TO A SIDE ROAD RIGHT JUST BEYOND A
 EG1612'WHITE BRICK HOUSE.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1.9
 EG1612'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A
 EG1612'GRAVELED ROAD FOR 0.5 MILE TO ANOTHER FORK.  TAKE THE RIGHT FORK
 EG1612'AND GO SOUTH ON A GRAVELED ROAD FOR 1 MILE TO A WOODS ROAD ON THE
 EG1612'RIGHT WHERE THE MAIN ROAD CURVES DOWN HILL.  TURN RIGHT AND GO
 EG1612'NORTHWEST ON A WOODS ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON
 EG1612'THE LEFT.  CONTINUE WEST ON THE WOODS ROAD FOR ABOUT 100 YARDS TO
 EG1612'A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A TRACK ROAD
 EG1612'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 EG1612'
 EG1612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EG1612'WEST-SOUTHWEST OF KOSSUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2720 ***********************************************************************
 BH2720  DESIGNATION -  CRUMP
 BH2720  PID         -  BH2720
 BH2720  STATE/COUNTY-  MS/HANCOCK
 BH2720  USGS QUAD   -  WAVELAND (1976)
 BH2720
 BH2720                         *CURRENT SURVEY CONTROL
 BH2720  ___________________________________________________________________
 BH2720* NAD 83(1993)-  30 21 32.35242(N)    089 24 57.42380(W)     ADJUSTED  
 BH2720* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2720  ___________________________________________________________________
 BH2720  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 BH2720  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BH2720  HORZ ORDER  -  SECOND
 BH2720
 BH2720.The horizontal coordinates were established by classical geodetic methods
 BH2720.and adjusted by the National Geodetic Survey in May 1994.
 BH2720
 BH2720.The orthometric height was scaled from a topographic map.
 BH2720
 BH2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2720
 BH2720.The geoid height was determined by GEOID03.
 BH2720
 BH2720;                    North         East     Units Scale Factor Converg.
 BH2720;SPC MS E     -    95,358.940   243,991.138   MT  0.99998869   -0 17 40.1
 BH2720;SPC MS E     -   312,856.79    800,494.26   sFT  0.99998869   -0 17 40.1
 BH2720;UTM  16      - 3,361,040.314   267,796.435   MT  1.00026523   -1 13 17.8
 BH2720
 BH2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2720!SPC MS E     -   1.00000402  x   0.99998869  =   0.99999271
 BH2720!UTM  16      -   1.00000402  x   1.00026523  =   1.00026925
 BH2720
 BH2720:                Primary Azimuth Mark                     Grid Az
 BH2720:SPC MS E     -  HICKORY                                  065 17 20.1
 BH2720:UTM  16      -  HICKORY                                  066 12 57.8
 BH2720
 BH2720|---------------------------------------------------------------------|
 BH2720| PID    Reference Object                     Distance      Geod. Az  |
 BH2720|                                                           dddmmss.s |
 BH2720| BH2718 HICKORY                             APPROX. 4.2 KM 0645940.0 |
 BH2720| BH2688 PINE HILLS OBLATE FATHERS CROS      APPROX. 9.2 KM 0773750.1 |
 BH2720| AI3767 CRUMP RM 1                           24.993 METERS 21119     |
 BH2720| AI3766 CRUMP AZ MK                                        3101839.8 |
 BH2720| AI3769 CRUMP RM 2                           24.319 METERS 34618     |
 BH2720|---------------------------------------------------------------------|
 BH2720
 BH2720                          SUPERSEDED SURVEY CONTROL
 BH2720
 BH2720  NAD 83(1986)-  30 21 32.36631(N)    089 24 57.41765(W) AD(       ) 2
 BH2720  NAD 27      -  30 21 31.67200(N)    089 24 57.23200(W) AD(       ) 2
 BH2720
 BH2720.Superseded values are not recommended for survey control.
 BH2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2720.See file dsdata.txt to determine how the superseded data were derived.
 BH2720
 BH2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6779661040(NAD 83)
 BH2720_MARKER: DS = TRIANGULATION STATION DISK
 BH2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2720_STAMPING: CRUMP
 BH2720_MARK LOGO: CGS   
 BH2720_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2720+STABILITY: SURFACE MOTION
 BH2720
 BH2720  HISTORY     - Date     Condition        Report By
 BH2720  HISTORY     - 1958     MONUMENTED       CGS
 BH2720  HISTORY     - 1969     GOOD             CGS
 BH2720  HISTORY     - 1969     GOOD             CGS
 BH2720  HISTORY     - 1971     GOOD             NGS
 BH2720  HISTORY     - 1972     GOOD             MSHD
 BH2720  HISTORY     - 19870621 GOOD             NGS
 BH2720
 BH2720                          STATION DESCRIPTION
 BH2720
 BH2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2720'THE STATION IS ABOUT 4 MILES WEST AND 3 MILES NORTH OF BAY ST. LOUIS,
 BH2720'ABOUT 1/2 MILE WEST OF THE JORDAN RIVER AND ON LAND OWNED BY
 BH2720'JAMES L. CRUMP, WHO LIVES ABOUT 2-1/2 MILES NORTHWEST OF THE STATION.
 BH2720'
 BH2720'TO REACH FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 90, AT THE WEST END
 BH2720'OF THE ST. LOUIS BAY TOLL BRIDGE, GO WEST ON U.S. 90 FOR 3.4 MILES TO
 BH2720'CROSSROADS AT A GULF SERVICE STATION IN THE SOUTHEAST ANGLE OF THE
 BH2720'INTERSECTION.  TURN RIGHT AND GO NORTHWESTERLY ON SURFACED ROAD
 BH2720'FOR 4.1 MILES TO A SIDE ROAD LEFT AT SIGN WAINRIGHT GROCERY 2 MI.
 BH2720'CONTINUE NORTHERLY ON SURFACED ROAD FOR 1.5 MILES TO A SIDE ROAD
 BH2720'RIGHT, THROUGH A BOARD GATE.  TURN RIGHT THROUGH GATE AND GO EASTERLY
 BH2720'FOR 0.4 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE EAST FOR 0.1 MILE TO
 BH2720'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO STATION
 BH2720'ON LEFT.
 BH2720'
 BH2720'STATION MARKS ARE STANDARD DISKS, STAMPED CRUMP 1958.  UNDERGROUND
 BH2720'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 BH2720'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE,
 BH2720'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 686 FEET SOUTH
 BH2720'OF THE T-INTERSECTION CENTER AND 31 FEET EAST OF THE NORTH-SOUTH
 BH2720'TRACK ROAD CENTER.  A 4 BY 4 WHITE WITNESS POST WAS SET 3 FEET
 BH2720'WEST OF THE MARK.
 BH2720'
 BH2720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRUMP NO 1 1958.  IT IS
 BH2720'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS 6
 BH2720'INCHES.  IT IS 20 FEET WEST OF THE TRACK ROAD CENTER.
 BH2720'
 BH2720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRUMP NO 2 1958.  IT IS
 BH2720'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS 5
 BH2720'INCHES.  IT IS 21 FEET EAST OF THE TRACK ROAD CENTER.
 BH2720'
 BH2720'AZIMUTH MARK IS A STANDARD DISK, STAMPED CRUMP 1958.  IT IS SET IN
 BH2720'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS 1
 BH2720'INCH.  IT IS 13 FEET NORTH OF THE EASTWEST TRACK ROAD CENTER.  A 4 BY
 BH2720'4 WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 BH2720
 BH2720                          STATION RECOVERY (1969)
 BH2720
 BH2720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 BH2720'RECOVERED.  THE STATION, R.M. 1, R.M. 2, AND THE AZIMUTH MARK WERE
 BH2720'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE TRAFFIC LIGHT
 BH2720'AT THE W END OF BAY ST LOUIS BRIDGE PROCEED W ON HIGHWAY 90 3.4
 BH2720'MILES TO A CROSSROADS WITH A GULF SERVICE STATION IN THE SE CORNER.
 BH2720'TURN RIGHT AND PROCEED NW ON A SURFACED ROAD 5.6 MILES TO A SIDE
 BH2720'ROAD ON THE RIGHT (IMMEDIATELY AFTER CROSSING AN INTERSTATE
 BH2720'HIGHWAY), TURN RIGHT AND GO 0.4 MILE TO AZIMUTH STATION ON THE LEFT.
 BH2720'THE ROAD ENDS ABOUT 200 FT. FURTHER AT A POWER LINE.  FROM THIS POINT
 BH2720'PROCEED SE ACROSS THE INTERSTATE HIGHWAY TO A TRAIL LEADING S.  THE
 BH2720'STATION IS 312 FT S FROM THE R.OW. OF THE INTERSTATE HIGHWAY.  THE
 BH2720'STATION IS ON THE LEFT 31 FEET E OF THE TRAIL.  THE STATION IS
 BH2720'A STANDARD DISK STAMPED CRUMP, 1958 SET IN A 11 SQUARE CONCRETE
 BH2720'MONUMENT PROJECTING 4 INCHES. A 4 BY 4 WHITE WITNESS
 BH2720'POST IS SET 3 FT.W
 BH2720'OF THE STATION.  R.M. NO. 1 IS A STANDARD DISK STAMPED CRUMP NO. 1
 BH2720'1958 SET IN A 11 SQUARE CONCRETE MONUMENT PROJECTING 6, 20 FT. W
 BH2720'OF THE ROAD.  R.M. IS A STANDARD DISK STAMPED CRUMP NO. 2 1958 SET IN
 BH2720'THE TOP OF A 11 SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.
 BH2720'IT IS 21 FT E OF THE TRAIL.
 BH2720'
 BH2720'AZMUTH MARK IS A STANDARD DISK STAMPED CRUMP, 1958 SET IN THE TOP OF
 BH2720'A 11 SQUARE CONCRETE MONUMENT PROJECTING 1 INCH IT IS IN THE GRASS
 BH2720'2 FT N OF THE ROAD. A 4 BY 4 INCH WHITE WITNESS
 BH2720'POST IS 2 FT. W OF THE MARK.
 BH2720'
 BH2720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES NW OF BAY
 BH2720'ST LOUIS
 BH2720
 BH2720                          STATION RECOVERY (1969)
 BH2720
 BH2720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH2720'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 RECOVERED IN GOOD
 BH2720'CONDITION.  NO. 2 IS BELIEVED TO EXIST BUT IS COVERED BY SEVERAL
 BH2720'TREES BLOWN DOWN BY HURRICANE CAMILLE.
 BH2720'
 BH2720'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BH2720
 BH2720                          STATION RECOVERY (1971)
 BH2720
 BH2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2720'STATION MARK AND REFERENCE MARKS LAND 2 WERE RECOVERED IN GOOD
 BH2720'CONDITION IN A HEAVILY WOODED AND OVERGROWN AREA.
 BH2720'
 BH2720'A NEW DESCRIPTION IS AS FOLLOWS- FROM THE INTERSECTION OF INTERSTATE
 BH2720'10 AND MISSISSIPPI HIGHWAYS 603 AND 43, PROCEED UP THE ON-RAMP OF I
 BH2720'10 IN A EASTERLY DIRECTION FOR 0.3 MILE TO A HIGH-TENSION POWERLINE
 BH2720'ON THE RIGHT AND 0.4 MILE TO A DIM TRACK ROAD ON THE RIGHT.  FROM
 BH2720'THE EDGE OF THE PAVEMENT ON I 10, PROCEED SOUTH ON LINE OF TRACK ROAD
 BH2720'460 FEET TO A TRIANGULAR BLAZE ON A 6 INCH PINE ON THE LEFT, STATION
 BH2720'MARK AND 4 BY 4 INCH WHITE WITNESS POST ARE 20 FEET EAST OF THIS TREE.
 BH2720'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY OF REFERENCE MARKS.
 BH2720'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 BH2720
 BH2720                          STATION RECOVERY (1972)
 BH2720
 BH2720'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2720'THE STATION WAS VISITED 7-24-72 AND THE STATION MARK RM NO 1, RM
 BH2720'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  (NOTE-THE
 BH2720'ROAD BED FOR I-10 HAS BEEN BUILT BETWEEN THE STATION AND THE
 BH2720'AZIMUTH MARK THEREFORE IT MAY NOT BE VISIBLE.)
 BH2720'
 BH2720'THE STATION IS LOCATED 3.5 MILES SOUTH-SOUTHEAST OF KILN, 5.5
 BH2720'MILES NORTHWEST OF BAY ST. LOUIS ABOUT 150 YARDS SOUTH OF THE
 BH2720'SOUTH LANE OF I-10.  IT IS 302 FEET SOUTH OF THE SOUTH ROW FENCE
 BH2720'OF I-10, 286 FEET SOUTH OF THE CENTER OF A POWER LINE, 31 FEET
 BH2720'EAST OF THE CENTER OF A BLADED ROAD, 22 FEET NORTH OF A 10 INCH
 BH2720'PINE, 25.5 FEET NORTHWEST OF A 10 INCH PINE AND 1 FOOT EAST OF
 BH2720'A METAL WITNESS POST.
 BH2720'
 BH2720'IT IS A TRIANGULATION DISK, STAMPED CRUMP 1958 PROJECTING 2
 BH2720'INCHES.
 BH2720'
 BH2720'REFERENCE MARK NO 1 IS 82.00 FEET SOUTHWEST OF THE STATION.  IT
 BH2720'IS 20 FEET WEST OF THE CENTER OF A BLADED ROAD, 44 FEET
 BH2720'WEST-SOUTHWEST OF A 9 INCH PINE AND 1 FOOT NORTH OF A METAL
 BH2720'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED CRUMP NO 1
 BH2720'1958 PROJECTING 2 INCHES.
 BH2720'
 BH2720'REFERENCE MARK NO 2 IS 79.79 FEET NORTH-NORTHWEST OF THE
 BH2720'STATION.  IT IS 21 FEET EAST OF THE CENTER OF A BLADED ROAD, 13
 BH2720'FEET WEST OF A 9 INCH BLAZED PINE AND 1 FOOT SOUTH OF A METAL
 BH2720'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED CRUMP NO 2
 BH2720'1958 PROJECTING 2 INCHES.
 BH2720'
 BH2720'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 149.46 FEET.
 BH2720'
 BH2720'THE AZIMUTH MARK IS 0.15 MILES NORTHWEST OF THE STATION.  IT IS
 BH2720'12 FEET NORTH OF THE CENTER OF A TRACK ROAD, 85 FEET NORTH OF THE
 BH2720'NORTH ROW FENCE OF I-10, 142.5 FEET NORTHWEST OF THE WEST POLE OF
 BH2720'THE WEST HIGH POWER LINE AND 1 FOOT NORTH OF A METAL WITNESS
 BH2720'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED CRUMP 1958 PROJECTING
 BH2720'1 INCH.
 BH2720'
 BH2720'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 BH2720'ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR
 BH2720'3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.  TURN
 BH2720'RIGHT AND GO NORTH ON STATE HIGHWAY 603 AND 43 FOR 5.5 MILES TO
 BH2720'THE ENTRANCE TO I-10.  TURN RIGHT AND GO EAST ON THE ENTRANCE
 BH2720'RAMP ONTO I-10 FOR 0.45 MILES TO A BLADED ROAD ON THE SOUTH SIDE
 BH2720'OF THE ROW FENCE.  THENCE SOUTH ON THE BLADED ROAD FOR 100
 BH2720'YARDS TO THE STATION ON THE LEFT.
 BH2720'
 BH2720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2720'3.5 MILES SOUTH-SOUTHEAST OF KILN.
 BH2720
 BH2720                          STATION RECOVERY (1987)
 BH2720
 BH2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 BH2720'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1972
 BH2720'DESCRIPTION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO
 BH2720'INTERSTATE HIGHWAY 10.  A LONG REFERENCE MARK NO 3 WAS ESTABLISHED AT
 BH2720'THIS TIME TO USE AS AN AZIMUTH.  REFERENCE MARK NO 3 IS A STANDARD NGS
 BH2720'DISK, STAMPED--CRUMP 1958 NO 3 1987--, SET IN TOP OF A ROUND CONCRETE
 BH2720'POST, FLUSH WITH THE GROUND.  IT IS ON THE NORTH SIDE OF I-10, 0.25 MI
 BH2720'(0.40 KM) EAST OF THE I-10 OVERPASS AT EXIT 13, 40.99 M (134.48 FT)
 BH2720'WEST OF THE CENTER OF OVERHEAD POWERLINES ON DOUBLE WOODEN POLES,
 BH2720'12.68 M (41.60 FT) EAST SOUTHEAST OF THE SOUTH ONE OF THREE METAL POST
 BH2720'SUPPORTING SIGN FOR EXIT 13, 7.92 M (25.98 FT) NORTH OF THE CENTER OF
 BH2720'THE WESTBOUND LANES OF I-10 AND 1.22 M (4.00 FT) NORTH OF THE NORTH
 BH2720'EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2564 ***********************************************************************
 CP2564  DESIGNATION -  CRUPP
 CP2564  PID         -  CP2564
 CP2564  STATE/COUNTY-  MS/YAZOO
 CP2564  USGS QUAD   -  YAZOO CITY (1988)
 CP2564
 CP2564                         *CURRENT SURVEY CONTROL
 CP2564  ___________________________________________________________________
 CP2564* NAD 83(1993)-  32 45 57.87867(N)    090 27 48.19192(W)     ADJUSTED  
 CP2564* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 CP2564  ___________________________________________________________________
 CP2564  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CP2564  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CP2564  HORZ ORDER  -  SECOND
 CP2564
 CP2564.The horizontal coordinates were established by classical geodetic methods
 CP2564.and adjusted by the National Geodetic Survey in May 1994.
 CP2564
 CP2564.The orthometric height was scaled from a topographic map.
 CP2564
 CP2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2564
 CP2564.The geoid height was determined by GEOID03.
 CP2564
 CP2564;                    North         East     Units Scale Factor Converg.
 CP2564;SPC MS W     -   362,105.574   687,814.734   MT  0.99995183   -0 04 13.4
 CP2564;SPC MS W     - 1,188,008.04  2,256,605.51   sFT  0.99995183   -0 04 13.4
 CP2564;UTM  15      - 3,628,202.590   737,615.569   MT  1.00029625   +1 22 24.5
 CP2564
 CP2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2564!SPC MS W     -   0.99999324  x   0.99995183  =   0.99994507
 CP2564!UTM  15      -   0.99999324  x   1.00029625  =   1.00028949
 CP2564
 CP2564|---------------------------------------------------------------------|
 CP2564| PID    Reference Object                     Distance      Geod. Az  |
 CP2564|                                                           dddmmss.s |
 CP2564| CY4187 CRUPP RM 1                           29.138 METERS 04309     |
 CP2564| CY4186 CRUPP AZ MK                                        1341903.4 |
 CP2564| CY4188 CRUPP RM 2                           31.544 METERS 28950     |
 CP2564|---------------------------------------------------------------------|
 CP2564
 CP2564                          SUPERSEDED SURVEY CONTROL
 CP2564
 CP2564  NAD 83(1986)-  32 45 57.89243(N)    090 27 48.18708(W) AD(       ) 2
 CP2564  NAD 27      -  32 45 57.40450(N)    090 27 47.85000(W) AD(       ) 2
 CP2564
 CP2564.Superseded values are not recommended for survey control.
 CP2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2564.See file dsdata.txt to determine how the superseded data were derived.
 CP2564
 CP2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3761628203(NAD 83)
 CP2564_MARKER: DS = TRIANGULATION STATION DISK
 CP2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2564
 CP2564  HISTORY     - Date     Condition        Report By
 CP2564  HISTORY     - 1959     MONUMENTED       CGS
 CP2564  HISTORY     - 1966     GOOD             MSHD
 CP2564
 CP2564                          STATION DESCRIPTION
 CP2564
 CP2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2564'THE STATION IS ABOUT 6 MILES SOUTH AND 3 MILES WEST OF YAZOO CITY,
 CP2564'0.8 MILE EAST-SOUTHEAST OF STATE HIGHWAY 3 AND 1-1/4 MILES
 CP2564'SOUTH OF THE SMALL SETTLEMENT OF CRUPP.  IT IS ON THE PROPERTY
 CP2564'OF MR. T. MC GRAW JR. AND MR. P. MC GRAW OF YAZOO CITY AND
 CP2564'IN THE SOUTHWEST 1/4 OF SECTION 25, T 11 N, R 3 W.
 CP2564'
 CP2564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP2564'49W AND 3, ONE BLOCK EAST OF THE POST OFFICE IN YAZOO CITY, GO
 CP2564'SOUTH ON HIGHWAY 3 FOR 5.5 MILES TO A SIDE ROAD ON THE LEFT
 CP2564'AT CRUPP, TURN LEFT ON THE SIDE ROAD AND GO SOUTHEAST FOR 1.35
 CP2564'MILES TO A FORK, TURN RIGHT FOR 215 FEET TO THE STATION ON
 CP2564'THE LEFT.
 CP2564'
 CP2564'TO REACH THE AZIMUTH MARK FROM THE FORK, CONTINUE EAST AND
 CP2564'SOUTHEAST ON THE LEFT ROAD FOR 0.5 MILE TO A FORK, TURN RIGHT AND
 CP2564'GO 245 FEET TO THE MARK ON THE LEFT.
 CP2564'
 CP2564'THE STATION MARKS ARE STANDARD DISKS, STAMPED CRUPP 1959.
 CP2564'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 CP2564'POST FLUSH WITH THE GROUND.  IT IS 138 FEET SOUTHWEST OF A
 CP2564'POWERLINE POLE, 54 FEET SOUTHEAST OF THE CENTER OF GRADED
 CP2564'ROAD, 20 FEET NORTHWEST OF AN 8-INCH OAK TREE WITH TRIANGLE
 CP2564'BLAZE ON NORTHWEST SIDE AND 12 FEET SOUTHEAST OF THE EDGE
 CP2564'OF A CUTBANK.  IT IS ABOUT 4 FEET HIGHER THAN THE GRADED ROAD
 CP2564'SURFACE.
 CP2564'
 CP2564'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRUPP NO 1 1959,
 CP2564'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2564'6 INCHES.  IT IS 127 FEET SOUTH OF THE CENTER OF THE FORK, 54
 CP2564'FEET WEST OF THE POWERLINE POLE, 48 FEET SOUTHEAST OF THE CENTER
 CP2564'OF GRADED ROAD AND 29 FEET SOUTHEAST OF A GUYED TELEPHONE
 CP2564'LINE POLE.
 CP2564'
 CP2564'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRUPP NO 2 1959,
 CP2564'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 5
 CP2564'INCHES.  IT IS 117 FEET WEST OF THE 8-INCH OAK TREE, 59 FEET NORTH
 CP2564'OF A POWERLINE POLE, 18 FEET NORTHWEST OF THE CENTER OF
 CP2564'GRADED ROAD AND 2 FEET NORTHWEST OF THE EDGE OF CUTBANK.
 CP2564'
 CP2564'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRUPP 1959, SET IN
 CP2564'THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2564'5 INCHES.  IT IS 117 FEET NORTH OF THE CENTER OF A SIDE
 CP2564'ROAD INTERSECTION, 61 FEET SOUTH OF A TELEPHONE LINE POLE AND
 CP2564'54 FEET NORTHEAST OF THE CENTER OF BLACKTOP ROAD.  A METAL,
 CP2564'WITNESS SIGNPOST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 CP2564'
 CP2564'A METAL, WITNESS SIGNPOST WAS SET 1 FOOT NORTHWEST OF THE
 CP2564'STATION MARK.
 CP2564'
 CP2564'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2564
 CP2564                          STATION RECOVERY (1966)
 CP2564
 CP2564'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2564'THE STATION WAS VISITED 8-1-66 AND ALL MARKS WERE FOUND IN GOOD
 CP2564'CONDITION.
 CP2564'
 CP2564'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 WEST
 CP2564'AND WASHINGTON STREET JUST SOUTHWEST OF THE YAZOO COUNTY COURTHOUSE
 CP2564'GO SOUTH ON WASHINGTON STREET FOR 5.9 MILES TO A SIDE ROAD LEFT
 CP2564'NEAR THE VILLAGE OF CRUPP, TURN LEFT (SOUTHEAST) AND CONTINUE ON A
 CP2564'BLACKTOP ROAD FOR 1.45 MILES TO A SIDE ROAD RIGHT (TURN RIGHT
 CP2564'(SOUTHWEST) AND CONTINUE ON AN ALL-WEATHER ROAD FOR 0.05 MILES TO
 CP2564'THE STATION ON THE LEFT) CONTINUE SOUTHEAST ON A BLACKTOP ROAD FOR
 CP2564'0.65 MILE TO THE AZIMUTH ON THE LEFT JUST PAST A SIDE ROAD
 CP2564'LEFT.
 CP2564'
 CP2564'THE STATION DISK IS STAMPED CRUPP (1959), 138 FEET SOUTHWEST OF A
 CP2564'POWER POLE, 54 FEET SOUTHEAST OF A GRAVEL ROAD, 20 FEET NORTHWEST OF
 CP2564'AN 8 INCH OAK, 20 FEET WEST OF A 10 INCH PINE, 12 FEET SOUTHEAST
 CP2564'OF THE EDGE OF A BANK, AND 1.5 FEET SOUTHEAST OF A METAL WITNESS
 CP2564'POST.
 CP2564'
 CP2564'R.M. 1 IS 127 FEET SOUTH OF THE CENTER OF THE FORK, 54 FEET WEST OF
 CP2564'A POWER POLE, 48 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 29
 CP2564'FEET SOUTHEAST OF A TELEPHONE POLE, AND STAMPED CRUPP NO. 1 (1959).
 CP2564'
 CP2564'R.M. 2 IS 117 FEET WEST OF A 8 INCH OAK, 59 FEET NORTH OF A POWER
 CP2564'POLE, 18 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 CP2564'NORTHWEST OF THE EDGE OF A BANK, AND STAMPED CRUPP NO. 2 (1959).
 CP2564'
 CP2564'THE AZIMUTH MARK IS 61 FEET SOUTH OF A TELEPHONE POLE, 54 FEET
 CP2564'NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, 1.4 FEET NORTHEAST OF A
 CP2564'METAL WITNESS POST, AND STAMPED CRUPP (1959).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5343 ***********************************************************************
 AA5343  SACS        -  This is a Secondary Airport Control Station.
 AA5343  DESIGNATION -  CRX A
 AA5343  PID         -  AA5343
 AA5343  STATE/COUNTY-  MS/ALCORN
 AA5343  USGS QUAD   -  CORINTH (1982)
 AA5343
 AA5343                         *CURRENT SURVEY CONTROL
 AA5343  ___________________________________________________________________
 AA5343* NAD 83(2007)-  34 55 17.97776(N)    088 36 13.54273(W)     ADJUSTED  
 AA5343* NAVD 88     -       122.23   (meters)     401.0    (feet)  LEVELING  
 AA5343  ___________________________________________________________________
 AA5343  EPOCH DATE  -        2002.00
 AA5343  X           -     127,570.645 (meters)                     COMP
 AA5343  Y           -  -5,233,929.984 (meters)                     COMP
 AA5343  Z           -   3,630,798.406 (meters)                     COMP
 AA5343  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA5343  ELLIP HEIGHT-          94.560 (meters)          (02/10/07) ADJUSTED
 AA5343  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA5343
 AA5343  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5343  Type    PID    Designation                      North   East  Ellip
 AA5343  -------------------------------------------------------------------
 AA5343  NETWORK AA5343 CRX A                             0.55   0.57   1.96
 AA5343  -------------------------------------------------------------------
 AA5343  VERT ORDER  -  THIRD ?
 AA5343
 AA5343.This mark is at Roscoe Turner Airport (CRX)
 AA5343
 AA5343.The horizontal coordinates were established by GPS observations
 AA5343.and adjusted by the National Geodetic Survey in February 2007.
 AA5343
 AA5343.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5343.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5343.The horizontal coordinates are valid at the epoch date displayed above.
 AA5343.The epoch date for horizontal control is a decimal equivalence
 AA5343.of Year/Month/Day.
 AA5343
 AA5343.The orthometric height was determined by differential leveling.
 AA5343.The vertical network tie was performed by a horz. field party for horz.
 AA5343.obs reductions. Reset procedures were used to establish the elevation.
 AA5343
 AA5343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5343
 AA5343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5343
 AA5343.The ellipsoidal height was determined by GPS observations
 AA5343.and is referenced to NAD 83.
 AA5343
 AA5343.The geoid height was determined by GEOID03.
 AA5343
 AA5343;                    North         East     Units Scale Factor Converg.
 AA5343;SPC MS E     -   601,206.647   320,976.083   MT  0.99995542   +0 07 53.1
 AA5343;SPC MS E     - 1,972,458.81  1,053,069.03   sFT  0.99995542   +0 07 53.1
 AA5343;UTM  16      - 3,865,529.410   353,508.087   MT  0.99986449   -0 55 05.7
 AA5343
 AA5343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5343!SPC MS E     -   0.99998516  x   0.99995542  =   0.99994058
 AA5343!UTM  16      -   0.99998516  x   0.99986449  =   0.99984965
 AA5343
 AA5343                          SUPERSEDED SURVEY CONTROL
 AA5343
 AA5343  ELLIP H (04/15/02)   94.570  (m)                       GP(       ) 4 1
 AA5343  NAD 83(1993)-  34 55 17.97724(N)    088 36 13.54182(W) AD(       ) 1
 AA5343  ELLIP H (05/22/95)   94.610  (m)                       GP(       ) 3 2
 AA5343  NGVD 29 (05/22/95)  122.2    (m)          401.     (f) GPS OBS     3  
 AA5343
 AA5343.Superseded values are not recommended for survey control.
 AA5343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5343.See file dsdata.txt to determine how the superseded data were derived.
 AA5343
 AA5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD5350865529(NAD 83)
 AA5343_MARKER: DD = SURVEY DISK
 AA5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5343_SP_SET: CONCRETE POST
 AA5343_STAMPING: CRX A 1994
 AA5343_MARK LOGO: NOS   
 AA5343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5343+STABILITY: SURFACE MOTION
 AA5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5343+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5343
 AA5343  HISTORY     - Date     Condition        Report By
 AA5343  HISTORY     - 1994     MONUMENTED       NOS
 AA5343  HISTORY     - 19940630 GOOD             NGS
 AA5343
 AA5343                          STATION DESCRIPTION
 AA5343
 AA5343'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA5343'THE STATION IS LOCATED AT THE NORTH END OF ROSCOE TURNER AIRPORT IN
 AA5343'CORINTH, MS. THE STATION A STANDARD NOS DISK SET FLUSH WITH THE GROUND
 AA5343'IN THE GRASS MEDIAN BETWEEN RWY 17-35 AND THE MAIN TAXIWAY. IT IS
 AA5343'42.37 M (139.01 FT) WEST OF THE WEST EDGE OF THE TAXIWAY, 41.45 M
 AA5343'(135.99 FT) EAST OF THE EAST EDGE OF THE RUNWAY AND APPROXIMATELY
 AA5343'121.19 M (397.60 FT) EAST OF THE EASTERLY PAPI BASE. THE STATION IS
 AA5343'STAMPED CRX A 1994.
 AA5343
 AA5343                          STATION RECOVERY (1994)
 AA5343
 AA5343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA5343'THE STATION IS LOCATED AT THE NORTH END OF ROSCOE TURNER AIRPORT IN
 AA5343'CORINTH.  THE STATION IS A STANDARD NOS BRASS DISK SET FLUSH WITH THE
 AA5343'GROUND IN THE GRASS MEDIAN BETWEEN RUNWAY 17-35 AND THE MAIN TAXIWAY.
 AA5343'IT IS 139 WEST OF THE WEST EDGE OF THE TAXIWAY, 136 EAST OF THE EAST
 AA5343'EDGE OF THE RUNWAY AND APPROXIMATELY 40 EAST OF THE EASTERLY PAPI
 AA5343'BASE.  THE STATION IS STAMPED CRX A 1994.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2649 ***********************************************************************
 CP2649  DESIGNATION -  CRYSTAL
 CP2649  PID         -  CP2649
 CP2649  STATE/COUNTY-  MS/COPIAH
 CP2649  USGS QUAD   -  DABNEY CROSSROADS (1971)
 CP2649
 CP2649                         *CURRENT SURVEY CONTROL
 CP2649  ___________________________________________________________________
 CP2649* NAD 83(1993)-  32 00 36.30149(N)    090 22 41.51535(W)     ADJUSTED  
 CP2649* NAVD 88     -       131.97   (+/-2cm)     433.0    (feet)  VERTCON   
 CP2649  ___________________________________________________________________
 CP2649  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CP2649  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CP2649  HORZ ORDER  -  FIRST
 CP2649  VERT ORDER  -  THIRD ? (See Below)
 CP2649
 CP2649.The horizontal coordinates were established by classical geodetic methods
 CP2649.and adjusted by the National Geodetic Survey in May 1994.
 CP2649
 CP2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2649.The vertical order pertains to the NGVD 29 superseded value.
 CP2649
 CP2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2649
 CP2649.The geoid height was determined by GEOID03.
 CP2649
 CP2649;                    North         East     Units Scale Factor Converg.
 CP2649;SPC MS W     -   278,268.279   695,761.206   MT  0.99995022   -0 01 25.6
 CP2649;SPC MS W     -   912,951.85  2,282,676.56   sFT  0.99995022   -0 01 25.6
 CP2649;UTM  15      - 3,544,558.173   747,654.184   MT  1.00035645   +1 23 25.6
 CP2649
 CP2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2649!SPC MS W     -   0.99998340  x   0.99995022  =   0.99993363
 CP2649!UTM  15      -   0.99998340  x   1.00035645  =   1.00033985
 CP2649
 CP2649:                Primary Azimuth Mark                     Grid Az
 CP2649:SPC MS W     -  MORGANS MISS PWR CO MW MAST              000 42 26.2
 CP2649:UTM  15      -  MORGANS MISS PWR CO MW MAST              359 17 35.0
 CP2649
 CP2649|---------------------------------------------------------------------|
 CP2649| PID    Reference Object                     Distance      Geod. Az  |
 CP2649|                                                           dddmmss.s |
 CP2649| CP2654 MORGANS MISS PWR CO MW MAST         APPROX. 9.0 KM 0004100.6 |
 CP2649| CP2650 PTS 6 USGS 1945                      88.204 METERS 05934     |
 CP2649| BW2224 CRYSTAL SPRINGS E MUN TANK          APPROX. 3.3 KM 1361615.1 |
 CP2649| CY4189 CRYSTAL AZ MK                                      1401243.5 |
 CP2649| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX. 3.4 KM 1484452.9 |
 CP2649| CY4190 CRYSTAL RM 1                         25.917 METERS 17202     |
 CP2649| CY4191 CRYSTAL RM 2                         33.972 METERS 22838     |
 CP2649| CP2660 CAPITOL BCSTG CO SE TV MAST         APPROX.22.6 KM 3585901.4 |
 CP2649|---------------------------------------------------------------------|
 CP2649
 CP2649                          SUPERSEDED SURVEY CONTROL
 CP2649
 CP2649  NAD 83(1986)-  32 00 36.31572(N)    090 22 41.51118(W) AD(       ) 1
 CP2649  NAD 27      -  32 00 35.76000(N)    090 22 41.18000(W) AD(       ) 1
 CP2649  NGVD 29 (07/19/86)  131.98   (m)          433.0    (f) LEVELING    3  
 CP2649
 CP2649.Superseded values are not recommended for survey control.
 CP2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2649.See file dsdata.txt to determine how the superseded data were derived.
 CP2649
 CP2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4765444558(NAD 83)
 CP2649_MARKER: DS = TRIANGULATION STATION DISK
 CP2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2649
 CP2649  HISTORY     - Date     Condition        Report By
 CP2649  HISTORY     - 1945     MONUMENTED       CGS
 CP2649  HISTORY     - 1948     GOOD             CGS
 CP2649  HISTORY     - 1955     GOOD             CGS
 CP2649  HISTORY     - 1958     GOOD             MSHD
 CP2649  HISTORY     - 1965     GOOD             CGS
 CP2649  HISTORY     - 1965     GOOD             MSHD
 CP2649
 CP2649                          STATION DESCRIPTION
 CP2649
 CP2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2649'STATION IS LOCATED ABOUT 2 MILES NW OF CRYSTAL SPRINGS IN
 CP2649'PASTURE LAND OWNED BY MR. BARNS.  IT IS 26 FEET E OF AN OLD
 CP2649'CONCRETE FOUNDATION, 14.5 FEET W OF A N-S FENCE, 16 FEET
 CP2649'NW OF A STANDARD WITNESS POST, AND 170 FEET N OF THE APPROXIMATE
 CP2649'CENTER OF THE ROAD.
 CP2649'
 CP2649'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2649'POST, STAMPED CRYSTAL 1945, AND ABOUT FLUSH WITH THE GROUND.
 CP2649'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2649'
 CP2649'REFERENCE MARK 1 IS 97.00 FEET S OF THE STATION IN THE N-S
 CP2649'FENCE LINE, 80 FEET N OF THE APPROXIMATE CENTER OF THE E-W
 CP2649'ROAD.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 CP2649'POST, STAMPED CRYSTAL NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 CP2649'
 CP2649'REFERENCE MARK 2 IS 111.47 FEET SW OF THE STATION, 1 FOOT
 CP2649'E OF A FENCE, 80 FEET N OF THE APPROXIMATE CENTER OF THE ROAD,
 CP2649'AND 43 FEET S OF THE SW CORNER OF THE OLD FOUNDATION.  IT IS
 CP2649'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CP2649'CRYSTAL NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 CP2649'
 CP2649'AZIMUTH MARK IS ABOUT 0.2 MILE SE OF THE STATION NEAR A WATER
 CP2649'BASIN.  IT IS 4 FEET W OF A STANDARD WITNESS POST, 50 FEET
 CP2649'S OF AN OLD BUILDING, 5 FEET S OF THE WATER BASIN, AND ABOUT
 CP2649'70 YARDS E OF THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN TOP
 CP2649'OF A CONCRETE POST, STAMPED CRYSTAL 1945, AND PROJECTS ABOUT
 CP2649'4 INCHES.
 CP2649'
 CP2649'TRAVERSE STATION 6 (U.S.G.S.) IS 289.38 FEET NE OF THE STATION IN
 CP2649'THE FORK OF TWO ROADS.  IT IS 29 FEET E OF THE MAIN ROAD AND 17
 CP2649'FEET N OF A 12-INCH PINE TREE.  THE MARK IS A 4-INCH PIPE
 CP2649'WITH A BRONZE CAP, STAMPED PRIM TRAV STA NO 6 1903 ELEV
 CP2649'420 FEET.
 CP2649'
 CP2649'TO REACH THE STATION FROM THE CROSSROADS ON THE W EDGE OF CRYSTAL
 CP2649'SPRINGS, GO W ON BLACK-TOP ROAD 1.15 MILES TO A FORK, TAKE
 CP2649'RIGHT FORK AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CP2649'CONTINUE STRAIGHT AHEAD 0.1 MILE TO A T-ROAD LEFT AND A WHITE
 CP2649'HOUSE ON THE RIGHT, TURN LEFT AND GO 0.1 MILE TO A GATE ON
 CP2649'THE RIGHT, TURN THROUGH GATE AND GO 60 YARDS TO AN OLD
 CP2649'HOUSE FOUNDATION AND THE STATION.
 CP2649'
 CP2649'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2649
 CP2649                          STATION RECOVERY (1948)
 CP2649
 CP2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2649'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION
 CP2649'WITH THE EXCEPTION OF THE U.S.G.S. MARK, WHICH WAS BADLY
 CP2649'CHOPPED.  SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS
 CP2649'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CP2649'NO ADDITIONAL MARKS WERE ESTABLISHED.
 CP2649'A DISCREPANCY WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1.
 CP2649'IT WAS CHECKED AND RECHECKED AND FOUND TO BE AS SHOWN BELOW.
 CP2649'A COMPLETE DESCRIPTION FOLLOWS--
 CP2649'
 CP2649'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CRYSTAL SPRINGS
 CP2649'ON PROPERTY OF MR. BARNS, 170 FEET NORTH OF THE APPROXIMATE
 CP2649'CENTERLINE OF GRAVELED ROAD, 26 FEET EAST OF AN OLD CONCRETE
 CP2649'FOUNDATION, 16 FEET NORTHWEST OF A WHITE WITNESS POST, AND 14.5
 CP2649'FEET WEST OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 CP2649'AND THE DISK IS STAMPED CRYSTAL 1945.
 CP2649'
 CP2649'REFERENCE MARK NO. 1 IS 85.15 FEET SOUTH OF STATION AND 2 FEET
 CP2649'WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 CP2649'DISK IS STAMPED CRYSTAL NO 1 1945.
 CP2649'
 CP2649'REFERENCE MARK NO. 2 IS 111.47 FEET SOUTHWEST OF STATION AND
 CP2649'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 CP2649'AND THE DISK IS STAMPED CRYSTAL NO 2 1945.
 CP2649'
 CP2649'TRAVERSE STATION NO. 6 (U.S.G.S.) IS 289.38 FEET NORTHEAST
 CP2649'OF STATION BY A TRAVERSE CONNECTION, IN THE FORK OF TWO ROADS,
 CP2649'29 FEET EAST OF MAIN ROAD, AND 17 FEET NORTH OF A 12-INCH
 CP2649'PINE TREE.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 CP2649'PRIM TRAV STA NO 6 1903 ELEV 420 FEET.
 CP2649'
 CP2649'AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF STATION, NEAR A WATER
 CP2649'BASIN, 70 YARDS EAST OF MAIN ROAD, 50 FEET SOUTH OF AN OLD
 CP2649'BUILDING, AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 CP2649'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CRYSTAL 1945.
 CP2649'
 CP2649'TO REACH STATION FROM THE CROSSROADS ON THE WEST EDGE
 CP2649'OF CRYSTAL SPRINGS, GO WEST ON BLACK-TOP ROAD FOR 1.15 MILES
 CP2649'TO A FORK, TAKE RIGHT ROAD AND GO 0.35 MILE TO THE AZIMUTH
 CP2649'MARK ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A T-ROAD
 CP2649'LEFT AND A WHITE HOUSE ON THE RIGHT, TURN LEFT AND GO 0.1 MILE
 CP2649'TO A WIRE GATE ON RIGHT, TURN THROUGH GATE AND GO 60 YARDS
 CP2649'TO AN OLD FOUNDATION AND THE STATION.
 CP2649'
 CP2649'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2649
 CP2649                          STATION RECOVERY (1955)
 CP2649
 CP2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2649'THE STATION WAS VISITED 9-8-55 AND THE STATION, AZIMUTH AND
 CP2649'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  USGS PRIM TRAVERSE
 CP2649'STATION NO 6 1903 WAS FOUND DISTURBED, DUE TO HIGHWAY CONSTRUCTION.
 CP2649'THE UNDERGROUND MARK FOR THE USGS STATION WAS FOUND IN GOOD
 CP2649'CONDITION, DUE TO NEW CONSTRUCTION THE UNDERGROUND AND THE
 CP2649'SURFACE MARK WERE LOWERED IN ITS ORIGINAL POSITION ABOUT 2.9
 CP2649'FEET.  LEVELS WERE NOT DETERMINED FOR THE RESET MARK.
 CP2649'
 CP2649'A NEW DESCRIPTION FOLLOWS--
 CP2649'
 CP2649'THE STATION IS LOCATED 2 MILES NORTHWEST OF CRYSTAL SPRINGS
 CP2649'ON PROPERTY OWNED BY MR. BARNS, 170 FEET NORTH OF THE APPROXIMATE
 CP2649'CENTER OF A GRAVELED ROAD, 26 FEET EAST OF OF THE EAST WALL
 CP2649'OF AN OLD CONCRETE FOUNDATION, 32 FEET NORTHEAST OF THE SOUTHEAST
 CP2649'CORNER OF THE FOUNDATION, 30 FEET SOUTHEAST OF THE NORTHEAST
 CP2649'CORNER OF THE FOUNDATION AND 14.5 FEET WEST OF A FENCE LINE.
 CP2649'IT IS A STANDARD DISK, STAMPED CRYSTAL 1945, FLUSH WITH THE
 CP2649'SURFACE OF THE GROUND.
 CP2649'
 CP2649'REFERENCE MARK NO. 1 IS 85.15 FEET SOUTH OF THE STATION ON THE
 CP2649'SOUTH SLOPE OF THE HILL AND 2 FEET WEST OF A FENCE LINE.  IT
 CP2649'IS A STANDARD DISK, STAMPED CRYSTAL NO 1 1945, FLUSH WITH
 CP2649'THE GROUND.
 CP2649'
 CP2649'REFERENCE MARK NO. 2 IS 111.47 FEET SOUTHWEST OF THE STATION,
 CP2649'1 FOOT EAST OF THE EAST FENCE LINE OF A GARDEN PLOT AND 8
 CP2649'FEET SOUTH OF THE PROJECTED TANGENT OF THE SOUTH SIDE OF THE
 CP2649'BARNS HOUSE.  IT IS A STANDARD DISK, STAMPED CRYSTAL NO 2 1945,
 CP2649'FLUSH WITH THE GROUND.
 CP2649'
 CP2649'PRIM TRAVERSE STA. NO. 6 (USGS) IS LOCATED 289.38 FEET NORTHEAST
 CP2649'OF THE STATION, IN THE FORKS OF THE MAIN ROAD AND A ROAD
 CP2649'LEADING NORTHEAST, WHICH IS ABOUT 100 YARDS NORTH OF A SIDE
 CP2649'ROAD LEADING WEST, 29 FEET NORTHEAST OF THE CENTERLINE OF A
 CP2649'MACADAM ROAD AND 56 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 CP2649'ROAD LEADING NORTHEAST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 CP2649'CAP BOLTED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 FEET
 CP2649'ABOVE THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 CP2649'MASS OF CONCRETE 6 INCHES IN DIAMETER WITH A COPPER NAIL TO
 CP2649'DESIGNATE THE STATION.
 CP2649'
 CP2649'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION, IN A A
 CP2649'SMALL UNCULTIVATED AREA IN A CULTIVATED FIELD, 50 FEET SOUTH OF
 CP2649'AN OLD BUILDING AND 70 YARDS EAST OF THE MAIN ROAD.  IT IS A
 CP2649'STANDARD DISK, STAMPED CRYSTAL 1945, PROJECTING 4 INCHES.
 CP2649'
 CP2649'TO REACH THE STATION FROM THE MAIN CROSSROAD IN CRYSTAL SPRINGS,
 CP2649'GO WEST ON MACADAM ROAD FOR 1.15 MILE TO A FORKS, TAKE RIGHT
 CP2649'FORK AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CP2649'CONTINUE 0.1 MILE TO A SIDE ROAD LEADING WEST, TURN WEST AND
 CP2649'GO 0.1 MILE TO A DIM ROAD LEADING NORTH, JUST BEFORE REACHING
 CP2649'THE DRIVEWAY TO MR. BARNS HOUSE, TURN RIGHT AND GO ABOUT
 CP2649'60 YARDS TO THE STATION ON THE RIGHT AND AN OLD CONCRETE
 CP2649'FOUNDATION ON THE LEFT.
 CP2649
 CP2649                          STATION RECOVERY (1958)
 CP2649
 CP2649'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 CP2649'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1945 DESCRIPTION
 CP2649'IS ADEQUATE.
 CP2649
 CP2649                          STATION RECOVERY (1965)
 CP2649
 CP2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2649'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CP2649'
 CP2649'THE 1955 DESCRIPTION AND LOCATION OF THE STATION IS ADEQUATELY
 CP2649'DESCRIBED.  PROPERTY, ON WHICH THE STATION IS ESTABLISHED,
 CP2649'IS STILL OWNED BY A MR. CARL BARNS, WHO LIVES IN A FRAME HOUSE
 CP2649'WHICH IS ABOUT 300 FEET EAST OF THE STATION MARK.
 CP2649'
 CP2649'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 CP2649'
 CP2649'STATION IS REACHED FROM THE RAILROAD DEPOT WHICH IS AT THE
 CP2649'EAR-WEST MARION STREET INTERSECTION, IS CRYSTAL SPRINGS.
 CP2649'GO WEST, ON WEST MARION STREET FOR 0.5 MILE TO THE JUNCTION
 CP2649'WITH U.S. HIGHWAY 51.  TURN RIGHT AND GO NORTH, ON HIGHWAY 51
 CP2649'FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND GO WEST ON
 CP2649'A SURFACED ROAD (UTICA ROAD) FOR 0.35 MILE TO AN OVERPASS OVER
 CP2649'INTERSTATE HIGHWAY 55.  CONTINUE WEST AND NORTHWEST, ON THE
 CP2649'SURFACED ROAD FOR 0.35 MILE TO A SURFACED ROAD LEFT.  KEEP
 CP2649'RIGHT AND CONTINUE NORTHERLY, ON SURFACED ROAD FOR 0.45 MILE
 CP2649'TO ANOTHER SURFACED ROAD LEFT.  KEEP RIGHT, STRAIGHT AHEAD,
 CP2649'ON SURFACED ROAD FOR 0.3 MILE TO A POWERLINE POLE 9 AND THE
 CP2649'THE AZIMUTH MARK ON THE RIGHT, IN AN OPEN FIELD, ABOUT 165
 CP2649'FEET EAST OF THE POWERLINE POLE.  CONTINUE STRAIGHT
 CP2649'AHEAD, ON THE SURFACED ROAD FOR 0.15 MILE TO A SURFACED ROAD
 CP2649'LEFT.  TURN LEFT AND GO WEST, ON SURFACED ROAD FOR 0.05 MILE
 CP2649'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK
 CP2649'ROAD, NORTH, UPHILL AND THROUGH PINE TREES FOR ABOUT 175 FEET
 CP2649'TO THE STATION MARK.
 CP2649'
 CP2649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CP2649
 CP2649                          STATION RECOVERY (1965)
 CP2649
 CP2649'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 CP2649'THE STATION WAS VISITED 11-2-65 AND ALL MARKS WERE FOUND IN
 CP2649'GOOD CONDITION.
 CP2649'
 CP2649'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE FRONT
 CP2649'ENTRANCE OF THE U.S. POST OFFICE ON EAST MARION STREET IN
 CP2649'CRYSTAL SPRINGS.  GO WEST .60 MILES TO THE INTERSECTION OF
 CP2649'HIGHWAY 51.  TURN RIGHT AND GO NORTH .10 MILES TO UTICA ROAD.
 CP2649'TURN LEFT AND GO WEST 1.15 MILES TO A FORK, TAKE RIGHT FORK
 CP2649'AND GO .35 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE STRAIGHT
 CP2649'AHEAD FOR .10 MILE TO A T ROAD LEFT.  TURN LEFT ON BREWER
 CP2649'ROAD AND GO .10 MILE TO A DRIVE ON THE RIGHT.  TURN RIGHT
 CP2649'AND GO 60 YARDS TO AN OLD HOUSE FOUNDATION AND THE STATION.
 CP2649'
 CP2649'IT IS 26.60 FEET EAST OF CONCRETE FOUNDATION OF A DEMOLISHED
 CP2649'HOUSE, 14.50 FEET WEST OF A FENCE, 13.80 FEET WEST OF A METAL
 CP2649'WITNESS POST.
 CP2649'
 CP2649'R.M. 1 IS 12.40 FEET SOUTHEAST OF A 9-INCH PINE, 1 FOOT NORTH
 CP2649'OF A METAL WITNESS POST, IS STAMPED CRYSTAL NO 1 (1945) AND
 CP2649'IS FLUSH WITH THE GROUND.
 CP2649'
 CP2649'R.M. 2 IS 42.50 FEET SOUTH OF SOUTHWEST OF A CONCRETE FOUNDATION,
 CP2649'32 FEET WEST OF A DIM GRAVEL DRIVE, 1.5 FEET EAST OF A METAL
 CP2649'WITNESS POST, IS STAMPED CRYSTAL NO 2 1945 AND FLUSH WITH THE
 CP2649'GROUND.
 CP2649'
 CP2649'AZIMUTH MARK IS 16 FEET EAST OF CENTERLINE OF A PASTURE ROAD,
 CP2649'6.30 FEET SOUTHWEST OF A 10-INCH PINE, 1.5 FEET EAST OF A
 CP2649'METAL WITNESS POST, IS STAMPED CRYSTAL (1945) AND PROJECTS
 CP2649'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2222 ***********************************************************************
 BW2222  DESIGNATION -  CRYSTAL SPGS UNITED PIPE MAST
 BW2222  PID         -  BW2222
 BW2222  STATE/COUNTY-  MS/COPIAH
 BW2222  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2222
 BW2222                         *CURRENT SURVEY CONTROL
 BW2222  ___________________________________________________________________
 BW2222* NAD 83(1993)-  31 59 44.86499(N)    090 17 51.93923(W)     NO CHECK  
 BW2222* NAVD 88     -              **(meters)            **(feet)            
 BW2222  ___________________________________________________________________
 BW2222  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BW2222  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BW2222  HORZ ORDER  -  THIRD
 BW2222
 BW2222.The horizontal coordinates were established by classical geodetic methods
 BW2222.and adjusted by the National Geodetic Survey in May 1994.
 BW2222.No horizontal observational check was made to the station.
 BW2222
 BW2222
 BW2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2222
 BW2222.The geoid height was determined by GEOID03.
 BW2222
 BW2222;                    North         East     Units Scale Factor Converg.
 BW2222;SPC MS W     -   276,683.689   703,361.337   MT  0.99995014   +0 01 07.9
 BW2222;SPC MS W     -   907,753.07  2,307,611.32   sFT  0.99995014   +0 01 07.9
 BW2222;UTM  15      - 3,543,161.006   755,294.386   MT  1.00040386   +1 25 57.3
 BW2222
 BW2222                          SUPERSEDED SURVEY CONTROL
 BW2222
 BW2222  NAD 83(1986)-  31 59 44.87945(N)    090 17 51.93515(W) AD(       ) 4
 BW2222  NAD 27      -  31 59 44.32057(N)    090 17 51.61434(W) AD(       ) 3
 BW2222
 BW2222.Superseded values are not recommended for survey control.
 BW2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2222.See file dsdata.txt to determine how the superseded data were derived.
 BW2222
 BW2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5529443161(NAD 83)
 BW2222
 BW2222  HISTORY     - Date     Condition        Report By
 BW2222  HISTORY     - 1965     FIRST OBSERVED   CGS
 BW2222
 BW2222                          STATION DESCRIPTION
 BW2222
 BW2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2222'MAST IS CONSTRUCTED OF STEEL TRIANGULAR SHAPED SECTIONS, PAINTED
 BW2222'RED-WHITE ALTERNATELY AND MAST IS ABOUT 320 FEET IN HEIGHT.  MAST
 BW2222'IS SET ON A PEDESTAL TYPE BASE.
 BW2222'
 BW2222'MAST IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF THE TOWN OF
 BW2222'CRYSTAL SPRINGS, ON TOP OF A LOW HILL, INSIDE A SMALL PASTURE
 BW2222'WHICH IS FENCED AND ABOUT 0.2 MILE NORTH OF STATE HIGHWAY 27.
 BW2222'
 BW2222'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2223 ***********************************************************************
 BW2223  DESIGNATION -  CRYSTAL SPRINGS AFB RADAR DOME
 BW2223  PID         -  BW2223
 BW2223  STATE/COUNTY-  MS/COPIAH
 BW2223  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2223
 BW2223                         *CURRENT SURVEY CONTROL
 BW2223  ___________________________________________________________________
 BW2223* NAD 83(1993)-  31 58 38.74269(N)    090 20 38.97618(W)     NO CHECK  
 BW2223* NAVD 88     -              **(meters)            **(feet)            
 BW2223  ___________________________________________________________________
 BW2223  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BW2223  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW2223  HORZ ORDER  -  THIRD
 BW2223
 BW2223.The horizontal coordinates were established by classical geodetic methods
 BW2223.and adjusted by the National Geodetic Survey in May 1994.
 BW2223.No horizontal observational check was made to the station.
 BW2223
 BW2223
 BW2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2223
 BW2223.The geoid height was determined by GEOID03.
 BW2223
 BW2223;                    North         East     Units Scale Factor Converg.
 BW2223;SPC MS W     -   274,646.602   698,976.750   MT  0.99995001   -0 00 20.6
 BW2223;SPC MS W     -   901,069.73  2,293,226.22   sFT  0.99995001   -0 00 20.6
 BW2223;UTM  15      - 3,541,015.448   750,959.470   MT  1.00037679   +1 24 26.0
 BW2223
 BW2223                          SUPERSEDED SURVEY CONTROL
 BW2223
 BW2223  NAD 83(1986)-  31 58 38.75710(N)    090 20 38.97197(W) AD(       ) 4
 BW2223  NAD 27      -  31 58 38.19785(N)    090 20 38.64599(W) AD(       ) 3
 BW2223
 BW2223.Superseded values are not recommended for survey control.
 BW2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2223.See file dsdata.txt to determine how the superseded data were derived.
 BW2223
 BW2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5095941015(NAD 83)
 BW2223_MARKER: 87 = DOME
 BW2223
 BW2223  HISTORY     - Date     Condition        Report By
 BW2223  HISTORY     - 1965     FIRST OBSERVED   CGS
 BW2223
 BW2223                          STATION DESCRIPTION
 BW2223
 BW2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2223'STATION IS A LARGE DOME SHAPED BUILDING WHICH SETS ON TOP
 BW2223'OF A BUILDING WHICH MEASURES ABOUT 40 FT X 40 FT SQUARE.  THE
 BW2223'DOME IS WHITE IN COLOR AND HAS A SMALL ANTENNA ON TOP.
 BW2223'
 BW2223'STATION IS LOCATED ON A HIGH HILL, AT THE SOUTHEAST EDGE OF
 BW2223'CRYSTAL SPRINGS, ABOUT THE CENTER OF THE U.S. AIRFORCE RADAR BASE.
 BW2223'
 BW2223'POINT INTERSECTED, WAS THE SMALL ANTENNA AT THE TOP-CENTER OF THE
 BW2223'DOME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2224 ***********************************************************************
 BW2224  DESIGNATION -  CRYSTAL SPRINGS E MUN TANK
 BW2224  PID         -  BW2224
 BW2224  STATE/COUNTY-  MS/COPIAH
 BW2224  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2224
 BW2224                         *CURRENT SURVEY CONTROL
 BW2224  ___________________________________________________________________
 BW2224* NAD 83(1993)-  31 59 19.38659(N)    090 21 15.19389(W)     ADJUSTED  
 BW2224* NAVD 88     -              **(meters)            **(feet)            
 BW2224  ___________________________________________________________________
 BW2224  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BW2224  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW2224  HORZ ORDER  -  THIRD
 BW2224
 BW2224.The horizontal coordinates were established by classical geodetic methods
 BW2224.and adjusted by the National Geodetic Survey in May 1994.
 BW2224
 BW2224
 BW2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2224
 BW2224.The geoid height was determined by GEOID03.
 BW2224
 BW2224;                    North         East     Units Scale Factor Converg.
 BW2224;SPC MS W     -   275,898.584   698,026.161   MT  0.99995005   -0 00 39.8
 BW2224;SPC MS W     -   905,177.27  2,290,107.50   sFT  0.99995005   -0 00 39.8
 BW2224;UTM  15      - 3,542,244.127   749,977.878   MT  1.00037072   +1 24 08.4
 BW2224
 BW2224                          SUPERSEDED SURVEY CONTROL
 BW2224
 BW2224  NAD 83(1986)-  31 59 19.40111(N)    090 21 15.18989(W) AD(       ) 4
 BW2224  NAD 27      -  31 59 18.84191(N)    090 21 14.86087(W) AD(       ) 3
 BW2224
 BW2224.Superseded values are not recommended for survey control.
 BW2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2224.See file dsdata.txt to determine how the superseded data were derived.
 BW2224
 BW2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4997842244(NAD 83)
 BW2224_MARKER: 53 = ELEVATED TANK
 BW2224
 BW2224  HISTORY     - Date     Condition        Report By
 BW2224  HISTORY     - 1965     FIRST OBSERVED   CGS
 BW2224
 BW2224                          STATION DESCRIPTION
 BW2224
 BW2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BW2224'A LARGE STEEL TANK, SUPPORTED BY 8-STEEL TUBULAR LEGS.  TANK
 BW2224'IS ABOUT 180 FEET IN HEIGHT, SILVER-GREEN IN COLOR AND HAS A
 BW2224'STEEL BALL AT THE TOP-CENTER OF THE TANK.
 BW2224'
 BW2224'TANK IS LOCATED IN THE NORTHERN SECTION OF CRYSTAL SPRINGS, IN
 BW2224'THE 200 BLOCK OF NORTH JACKSON STREET AND IS AT THE CRYSTAL
 BW2224'SPRINGS RECREATIONAL PARK.
 BW2224'
 BW2224'POINT OBSERVED, WAS THE STEEL BALL AT THE TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2218 ***********************************************************************
 BW2218  DESIGNATION -  CRYSTAL SPRINGS MUNICIPAL TANK
 BW2218  PID         -  BW2218
 BW2218  STATE/COUNTY-  MS/COPIAH
 BW2218  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW2218
 BW2218                         *CURRENT SURVEY CONTROL
 BW2218  ___________________________________________________________________
 BW2218* NAD 83(1993)-  31 59 01.98062(N)    090 21 34.36036(W)     ADJUSTED  
 BW2218* NAVD 88     -              **(meters)            **(feet)            
 BW2218  ___________________________________________________________________
 BW2218  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BW2218  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW2218  HORZ ORDER  -  THIRD
 BW2218
 BW2218.The horizontal coordinates were established by classical geodetic methods
 BW2218.and adjusted by the National Geodetic Survey in May 1994.
 BW2218
 BW2218
 BW2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2218
 BW2218.The geoid height was determined by GEOID03.
 BW2218
 BW2218;                    North         East     Units Scale Factor Converg.
 BW2218;SPC MS W     -   275,362.585   697,522.911   MT  0.99995008   -0 00 50.0
 BW2218;SPC MS W     -   903,418.75  2,288,456.42   sFT  0.99995008   -0 00 50.0
 BW2218;UTM  15      - 3,541,695.649   749,487.796   MT  1.00036770   +1 23 57.6
 BW2218
 BW2218                          SUPERSEDED SURVEY CONTROL
 BW2218
 BW2218  NAD 83(1986)-  31 59 01.99524(N)    090 21 34.35623(W) AD(       ) 4
 BW2218  NAD 27      -  31 59 01.44000(N)    090 21 34.03200(W) AD(       ) 3
 BW2218
 BW2218.Superseded values are not recommended for survey control.
 BW2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2218.See file dsdata.txt to determine how the superseded data were derived.
 BW2218
 BW2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4948841696(NAD 83)
 BW2218_MARKER: 53 = ELEVATED TANK
 BW2218
 BW2218  HISTORY     - Date     Condition        Report By
 BW2218  HISTORY     - 1945     FIRST OBSERVED   CGS
 BW2218  HISTORY     - 1948     GOOD             CGS
 BW2218  HISTORY     - 1948     GOOD             CGS
 BW2218  HISTORY     - 1965     GOOD             MSHD
 BW2218
 BW2218                          STATION DESCRIPTION
 BW2218
 BW2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2218'STATION IS LOCATED IN THE CENTER OF THE CITY OF CRYSTAL
 BW2218'SPRINGS 1 BLOCK S OF THE RAILROAD STATION.  IT IS A CONICAL-SHAPED
 BW2218'WATER TANK SUPPORTED BY 4 STEEL LEGS.  IT IS ABOUT 125 FEET
 BW2218'HIGH AND IS PAINTED DULL GREY.  THE POINT INTERSECTED WAS
 BW2218'THE FINIAL AT THE APEX OF THE ROOF.
 BW2218
 BW2218                          STATION RECOVERY (1948)
 BW2218
 BW2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2218'THIS INTERSECTION STATION WAS RECOVERED WITH NO CHANGES
 BW2218'HAVING BEEN MADE IN IT SINCE 1945.  A COMPLETE DESCRIPTION
 BW2218'FOLLOWS--
 BW2218'
 BW2218'STATION IS LOCATED 1 BLOCK SOUTH OF THE RAILWAY STATION
 BW2218'IN CRYSTAL SPRINGS.  IT IS A 4-LEGGED, STEEL STRUCTURE, ABOUT
 BW2218'125 FEET HIGH, PAINTED DULL GREY, AND HAS THE CAPACITY OF
 BW2218'APPROXIMATELY 50,000 GALLONS.
 BW2218'
 BW2218'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
 BW2218
 BW2218                          STATION RECOVERY (1948)
 BW2218
 BW2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 BW2218'THE STATION WAS VISITED AND THE 1945 DESCRIPTION BY J.C.P.
 BW2218'IS ADEQUATE.
 BW2218
 BW2218                          STATION RECOVERY (1965)
 BW2218
 BW2218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2218'THE STATION SITE WAS VISITED 11-12-65 AND WAS FOUND IN GOOD
 BW2218'CONDITION.
 BW2218'
 BW2218'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2218'FRONT ENTRANCE OF THE U.S. POST OFFICE ON EAST MARION STREET.
 BW2218'GO WEST .07 MILE TO EAST RAILROAD AVENUE.  TURN LEFT AND
 BW2218'GO .2 MILE TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2477 ***********************************************************************
 BH2477  DESIGNATION -  CUBA 1921
 BH2477  PID         -  BH2477
 BH2477  STATE/COUNTY-  MS/GEORGE
 BH2477  USGS QUAD   -  MERRILL (1982)
 BH2477
 BH2477                         *CURRENT SURVEY CONTROL
 BH2477  ___________________________________________________________________
 BH2477* NAD 83(1993)-  30 57 22.98843(N)    088 38 23.24880(W)     ADJUSTED  
 BH2477* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 BH2477  ___________________________________________________________________
 BH2477  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 BH2477  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH2477  HORZ ORDER  -  SECOND
 BH2477
 BH2477.The horizontal coordinates were established by classical geodetic methods
 BH2477.and adjusted by the National Geodetic Survey in May 1994.
 BH2477
 BH2477.The orthometric height was scaled from a topographic map.
 BH2477
 BH2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2477
 BH2477.The geoid height was determined by GEOID03.
 BH2477
 BH2477;                    North         East     Units Scale Factor Converg.
 BH2477;SPC MS E     -   161,457.560   318,491.585   MT  0.99995422   +0 05 58.4
 BH2477;SPC MS E     -   529,715.34  1,044,917.81   sFT  0.99995422   +0 05 58.4
 BH2477;UTM  16      - 3,425,921.474   343,374.235   MT  0.99990261   -0 50 37.2
 BH2477
 BH2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2477!SPC MS E     -   0.99999394  x   0.99995422  =   0.99994816
 BH2477!UTM  16      -   0.99999394  x   0.99990261  =   0.99989655
 BH2477
 BH2477:                Primary Azimuth Mark                     Grid Az
 BH2477:SPC MS E     -  JAGO                                     272 08 24.1
 BH2477:UTM  16      -  JAGO                                     273 04 59.7
 BH2477
 BH2477|---------------------------------------------------------------------|
 BH2477| PID    Reference Object                     Distance      Geod. Az  |
 BH2477|                                                           dddmmss.s |
 BH2477| BH2464 JAGO                                APPROX. 1.6 KM 2721422.5 |
 BH2477|---------------------------------------------------------------------|
 BH2477
 BH2477                          SUPERSEDED SURVEY CONTROL
 BH2477
 BH2477  NAD 83(1993)-  30 57 22.99552(N)    088 38 23.24511(W) AD(       ) 2
 BH2477  NAD 83(1986)-  30 57 23.00654(N)    088 38 23.24864(W) AD(       ) 2
 BH2477  NAD 27      -  30 57 22.33700(N)    088 38 23.15400(W) AD(       ) 2
 BH2477
 BH2477.Superseded values are not recommended for survey control.
 BH2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2477.See file dsdata.txt to determine how the superseded data were derived.
 BH2477
 BH2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4337425921(NAD 83)
 BH2477_MARKER: DS = TRIANGULATION STATION DISK
 BH2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2477+STABILITY: SURFACE MOTION
 BH2477
 BH2477  HISTORY     - Date     Condition        Report By
 BH2477  HISTORY     - 1921     MONUMENTED       CGS
 BH2477  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2477  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH2477
 BH2477                          STATION DESCRIPTION
 BH2477
 BH2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2477'STATION IS 4-1/2 MILES N OF LUCEDALE ON E RIGHT SIDE OF TRACK, ON
 BH2477'EXTENSION OF BACK TANGENT W, LEFT RAIL, 200 METERS N, OF OVERHEAD
 BH2477'BRIDGE NO.44.  AT N END OF DEEP CUT THAT SAID BRIDGE IS ACROSS,
 BH2477'29.415 METERS (96.51 FEET) E OF E AND NEAREST RAIL, MEASURED
 BH2477'AT 15 DEGREE ANGLE.
 BH2477'
 BH2477'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2477'CONCRETE.
 BH2477
 BH2477                          STATION RECOVERY (1971)
 BH2477
 BH2477'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2477'THE STATION SITE WAS VISITED 5-5-71 AND THE STATION MARK WAS NOT
 BH2477'FOUND.
 BH2477'
 BH2477'THE STATION IS 4-1/2 MILES NORTH OF LUCEDALE ON THE EAST (RIGHT) SIDE
 BH2477'OF THE TRACK, ON THE EXTENSION OF THE BACK TANGENT
 BH2477'OF THE WEST (LEFT) RAIL, 200 METERS NORTH OF OVERHEAD BRIDGE NO. 44.
 BH2477'IT IS AT THE NORTH END OF A DEEP CUT THAT SAID BRIDGE IS ACROSS,
 BH2477'29.415 METERS (96.51 FEET) EAST OF THE EAST AND NEAREST RAIL,
 BH2477'MEASURED AT A 15 DEGREE ANGLE.
 BH2477'
 BH2477'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2477'CONCRETE.
 BH2477'
 BH2477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES NORTH
 BH2477'OF LUCEDALE
 BH2477
 BH2477                          STATION RECOVERY (1979)
 BH2477
 BH2477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RCP)
 BH2477'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2753 ***********************************************************************
 CP2753  DESIGNATION -  CULLEY
 CP2753  PID         -  CP2753
 CP2753  STATE/COUNTY-  MS/WARREN
 CP2753  USGS QUAD   -  YOKENA (1973)
 CP2753
 CP2753                         *CURRENT SURVEY CONTROL
 CP2753  ___________________________________________________________________
 CP2753* NAD 83(1993)-  32 12 48.60244(N)    090 56 20.86207(W)     ADJUSTED  
 CP2753* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CP2753  ___________________________________________________________________
 CP2753  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP2753  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2753  HORZ ORDER  -  FIRST
 CP2753
 CP2753.The horizontal coordinates were established by classical geodetic methods
 CP2753.and adjusted by the National Geodetic Survey in May 1994.
 CP2753
 CP2753.The orthometric height was scaled from a topographic map.
 CP2753
 CP2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2753
 CP2753.The geoid height was determined by GEOID03.
 CP2753
 CP2753;                    North         East     Units Scale Factor Converg.
 CP2753;SPC MS W     -   300,983.866   642,891.961   MT  0.99999020   -0 19 22.6
 CP2753;SPC MS W     -   987,477.90  2,109,221.38   sFT  0.99999020   -0 19 22.6
 CP2753;SPC LA N     -   191,044.958 1,147,133.193   MT  0.99992802   +0 49 30.8
 CP2753;SPC LA N     -   626,786.67  3,763,552.82   sFT  0.99992802   +0 49 30.8
 CP2753;UTM  15      - 3,565,963.590   694,226.139   MT  1.00006523   +1 05 56.2
 CP2753
 CP2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2753!SPC MS W     -   0.99999050  x   0.99999020  =   0.99998070
 CP2753!SPC LA N     -   0.99999050  x   0.99992802  =   0.99991852
 CP2753!UTM  15      -   0.99999050  x   1.00006523  =   1.00005573
 CP2753
 CP2753:                Primary Azimuth Mark                     Grid Az
 CP2753:SPC MS W     -  VICKSBURG STANDPIPE                      020 35 12.7
 CP2753:SPC LA N     -  VICKSBURG STANDPIPE                      019 26 19.3
 CP2753:UTM  15      -  VICKSBURG STANDPIPE                      019 09 53.9
 CP2753
 CP2753|---------------------------------------------------------------------|
 CP2753| PID    Reference Object                     Distance      Geod. Az  |
 CP2753|                                                           dddmmss.s |
 CP2753| CP2774 VICKSBURG STANDPIPE                 APPROX.15.5 KM 0201550.1 |
 CP2753| CP2757 VICKSBURG NATL PARK UNION MEM       APPROX.19.4 KM 0212135.9 |
 CP2753| CP2767 VICKSBURG NATL PARK LA MEM          APPROX.18.1 KM 0283406.8 |
 CP2753| CP2766 VICKSBURG NATL PARK MINN MEM        APPROX.18.0 KM 0285351.2 |
 CP2753| CP2760 VICKSBURG NATL PARK WIS MEM         APPROX.19.2 KM 0285351.5 |
 CP2753| CP2761 VICKSBURG NATL PARK ILL MEM         APPROX.18.6 KM 0293237.5 |
 CP2753| CY4192 CULLEY RM 1                         120.580 METERS 16210     |
 CP2753| CP0818 CULLEY RM 2                          38.490 METERS 25836     |
 CP2753|---------------------------------------------------------------------|
 CP2753
 CP2753                          SUPERSEDED SURVEY CONTROL
 CP2753
 CP2753  NAD 83(1986)-  32 12 48.61522(N)    090 56 20.85833(W) AD(       ) 1
 CP2753  NAD 27      -  32 12 48.07196(N)    090 56 20.48038(W) AD(       ) 1
 CP2753
 CP2753.Superseded values are not recommended for survey control.
 CP2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2753.See file dsdata.txt to determine how the superseded data were derived.
 CP2753
 CP2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9422665964(NAD 83)
 CP2753_MARKER: DS = TRIANGULATION STATION DISK
 CP2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2753
 CP2753  HISTORY     - Date     Condition        Report By
 CP2753  HISTORY     - 1929     MONUMENTED       CGS
 CP2753  HISTORY     - 1937     GOOD             CGS
 CP2753  HISTORY     - 1948     GOOD             CGS
 CP2753  HISTORY     - 1957     GOOD             CGS
 CP2753
 CP2753                          STATION DESCRIPTION
 CP2753
 CP2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 CP2753'ABOUT 10 MILES SSW OF VICKSBURG, ON LAND OWNED BY J.W. CULLEY.
 CP2753'
 CP2753'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2753'DISKS SET IN CONCRETE POSTS.
 CP2753'
 CP2753'REFERENCE MARK NO. 1 IS ON TOP OF BLUFF, 120.58 METERS (395.6 FEET)
 CP2753'FROM STATION S 17 DEG 50 MIN 28 SEC E.
 CP2753'
 CP2753'REFERENCE MARK NO. 2 IS ON TOP OF BLUFF, 38.49 METERS
 CP2753'(126.3 FEET) FROM STATION S 78 DEG 36 MIN W.
 CP2753'
 CP2753'TO REACH FROM VICKSBURG, GO 10 MILES S ON U.S. HIGHWAY 61 TO
 CP2753'GLASS RAILROAD STATION, CONTINUE ABOUT 1/4 MILE S, THEN TURN E
 CP2753'(LEFT) ON PRIVATE ROAD THROUGH BRUSH, ACROSS SMALL BRIDGE, THROUGH
 CP2753'GATE, ACROSS RAILROAD, THROUGH ANOTHER GATE, THEN 1/8 MILE TO
 CP2753'FIRST CABIN, TURN S (RIGHT) IN FRONT OF CABIN ACROSS PASTURE TO
 CP2753'ANOTHER CABIN, TURN SE UP RIDGE 1/4 MILE BY OLD ROAD TO TOP OF
 CP2753'BLUFF AND STATION.  STATION IS 3/4 MILE SE OF GLASS RAILROAD
 CP2753'STATION, 1/2 MILE E OF HIGHWAY 61, AND 100 FEET N OF OLD ROAD
 CP2753'CROSSING BLUFF.
 CP2753
 CP2753                          STATION RECOVERY (1937)
 CP2753
 CP2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (USE)
 CP2753'RECOVERED IN GOOD CONDITION.
 CP2753
 CP2753                          STATION RECOVERY (1948)
 CP2753
 CP2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2753'THE STATION WAS RECOVERED AND FOUND TO BE LOCATED IN THE
 CP2753'LIVING ROOM OF A HOUSE THAT IS OWNED BY THE LETOURNEAU COMPANY OF
 CP2753'MISSISSIPPI.  THE MARK IS 2 INCHES BELOW THE SURFACE OF CONCRETE
 CP2753'FLOOR OF THE LIVING ROOM.  THE DISK IS STAMPED CULLEY 1929.
 CP2753'
 CP2753'THE OLD REFERENCE MARKS COULD NOT BE LOCATED.  A TRAVERSE
 CP2753'CONNECTION WAS MADE TO CULLEY 2.  IT IS 47.033 METERS
 CP2753'(154.31 FEET) SOUTH OF THE STATION.
 CP2753'
 CP2753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND 61
 CP2753'ON THE SOUTH SIDE OF VICKSBURG, GO SOUTH ON U.S. HIGHWAY 61 FOR
 CP2753'7.65 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.25 MILE TO
 CP2753'A LETOURNEAU COMPANY HOUSE ON THE SUMMIT OF THE HILL AND THE
 CP2753'STATION AS DESCRIBED.
 CP2753
 CP2753                          STATION RECOVERY (1957)
 CP2753
 CP2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2753'THE STATION WAS VISITED 4-11-57 AND THE STATION MARK AND
 CP2753'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MARK
 CP2753'WAS FOUND IN THE SOUTHWEST CORNER OF THE LIVING ROOM OF A
 CP2753'CONCRETE BLOCK HOUSE BUILT OVER THE STATION SITE, 6 INCHES
 CP2753'BELOW THE TOP OF THE CONCRETE FLOOR, ACCESS IS HAD THROUGH A
 CP2753'3 INCH IRON PIPE WITH A LEAD TOP.  THE DISK IS STAMPED
 CP2753'CULLEY 1929.
 CP2753'
 CP2753'REFERENCE MARK NO. 1 IS 395.6 FEET SOUTHEAST OF THE STATION
 CP2753'(1929 MEASUREMENT), 33 FEET SOUTHWEST OF THE CENTER OF THE BLACK
 CP2753'TOP DRIVEWAY LEADING TO THE HOUSE FROM U.S. HIGHWAY 61, 20 FEET
 CP2753'NORTHWEST OF A 10-INCH CEDAR TREE AND 308 FEET WEST-NORTHWEST OF
 CP2753'THE CENTER OF THE STANDPIPE WITH A SMALL OBSERVATION CAB
 CP2753'ON ITS TOP.  IT IS A STANDARD DISK, STAMPED CULLEY NO 1 1929,
 CP2753'PROJECTING 6 INCHES.
 CP2753'
 CP2753'REFERENCE MARK NO. 2 IS 126.3 FEET (1929 MEASUREMENT)
 CP2753'WEST-SOUTHWEST OF THE STATION, IN THE WEST SIDE OF A CIRCULAR
 CP2753'FLOWER BED, 2 FEET NORTHWEST OF THE CENTER OF A WATER FOUNTIAN,
 CP2753'7 FEET WEST OF THE WEST EDGE OF A SMALL FISH POND, 9 FEET
 CP2753'NORTHEAST OF A SPRUCE TREE, 77 FEET SOUTH-SOUTHEAST OF A 2-FOOT
 CP2753'ELM TREE AND 95 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 CP2753'OF THE HOUSE AND 28 FEET SOUTH OF THE PROJECTED PLANE OF THE
 CP2753'SOUTH WALL OF THE HOUSE.  IT IS A STANDARD DISK STAMPED
 CP2753'CULLEY NO 2 1929, 6 INCHES BELOW THE SURFACE OF THE FLOWER
 CP2753'BED.
 CP2753'
 CP2753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CP2753'61 AT THE EAST END OF THE BRIDGE OVER THE MISSISSIPPI RIVER
 CP2753'IN VICKSBURG, GO SOUTH ON U.S. HIGHWAY 61 FOR 7.65 MILES TO A
 CP2753'SIDE ROAD RIGHT ON THE TOP OF A HILL, TURN SHARP RIGHT AND GO
 CP2753'0.25 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION
 CP2753'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0820 ***********************************************************************
 CP0820  DESIGNATION -  CULLEY 2 AZ MK
 CP0820  PID         -  CP0820
 CP0820  STATE/COUNTY-  MS/WARREN
 CP0820  USGS QUAD   -  YOKENA (1973)
 CP0820
 CP0820                         *CURRENT SURVEY CONTROL
 CP0820  ___________________________________________________________________
 CP0820* NAD 83(1986)-  32 12 55.     (N)    090 56 37.     (W)     SCALED    
 CP0820* NAVD 88     -        35.40   (+/-2cm)     116.1    (feet)  VERTCON   
 CP0820  ___________________________________________________________________
 CP0820  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0820
 CP0820.The horizontal coordinates were scaled from a topographic map and have
 CP0820.an estimated accuracy of +/- 6 seconds.
 CP0820
 CP0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0820.The vertical order pertains to the NGVD 29 superseded value.
 CP0820
 CP0820.The geoid height was determined by GEOID03.
 CP0820
 CP0820;                    North         East    Units  Estimated Accuracy
 CP0820;SPC MS W     -   301,180.      642,470.      MT  (+/- 180 meters Scaled)
 CP0820
 CP0820                          SUPERSEDED SURVEY CONTROL
 CP0820
 CP0820  NGVD 29 (??/??/92)   35.427  (m)          116.23   (f) ADJ UNCH    2 0
 CP0820
 CP0820.Superseded values are not recommended for survey control.
 CP0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0820.See file dsdata.txt to determine how the superseded data were derived.
 CP0820
 CP0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR938661(NAD 83)
 CP0820_MARKER: DZ = AZIMUTH MARK DISK
 CP0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0820_SP_SET: SIDEWALK
 CP0820_STAMPING: CULLEY 2 1948
 CP0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0820
 CP0820  HISTORY     - Date     Condition        Report By
 CP0820  HISTORY     - 1948     MONUMENTED       CGS
 CP0820  HISTORY     - 1970     GOOD             MSHD
 CP0820  HISTORY     - 19810301 GOOD             MSSU
 CP0820
 CP0820                          STATION DESCRIPTION
 CP0820
 CP0820'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0820'10 MI SW FROM VICKSBURG.
 CP0820'THE MARK IS LOCATED 10 MILES SW OF VICKSBURG NEAR THE NE CORNER OF THE
 CP0820'MAIN OFFICE OF THE R. G. LETOURNEAU, INC., IN THE EAST EDGE OF A WALK
 CP0820'RUNNING THE FULL LENGTH OF THE EAST SIDE OF THE BUILDING, 2.7 MILES
 CP0820'NORTH OF THE COMMUNITY OF YOKENA.  IT IS ABOUT 0.25 MILE NORTHWEST OF
 CP0820'THE STATION, 43 FEET WEST OF THE CENTER OF THE STREET ON THE EAST SIDE
 CP0820'OF THE BUILDING, 13.5 FEET NE OF THE NE CORNER OF THE BUILDING, 87
 CP0820'FEET EAST OF A FLAG POLE, 16 FEET SSE OF THE JUNCTION OF WALKS, 96
 CP0820'FEET NORTH OF THE CENTER OF THE CROSSING OF WALKS NEAR THE ENTRANCE TO
 CP0820'THE BUILDING, 92.5 FEET NORTH OF THE WEST POST OF EMPLOYMENT ENTRANCE
 CP0820'SIGN, 0.4 FEET WEST OF THE EAST EDGE OF THE WALK, SET IN A DRILL HOLE
 CP0820'IN THE EAST EDGE OF A CONCRETE WALK OF THE EAST SIDE OF THE MAIN
 CP0820'OFFICE FOR R.G. LETOURNEAU INC., AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 CP0820'OF THE STREET.  NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE
 CP0820'CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON
 CP0820'CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON STREET
 CP0820'(U.S. HIGHWAY 61).  TURN LEFT (N) AND CONTINUE ON WASHINGTON STREET
 CP0820'FOR 2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE LEFT. CONTINUE S ON
 CP0820'U.S. HIGHWAY 61 FOR 7.9 MILES TO THE MAIN ENTRANCE TO THE R.G.
 CP0820'LETOURNEAU INC.  TURN RIGHT (W) AND CONTINUE ON A BLACKTOP STREET FOR
 CP0820'0.4 MILE TO A FORK OF THE WEST SIDE OF THE CROSSING OF THE ICRR TRACK.
 CP0820'TAKE THE RIGHT FORK KEEPING ON THE WEST ONE OF TWO STREETS
 CP0820'PARALLELING THE RAILROAD TRACK FOR ABOUT 250 FEET TO THE MARK ON THE
 CP0820'LEFT.
 CP0820
 CP0820                          STATION RECOVERY (1981)
 CP0820
 CP0820'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0817 ***********************************************************************
 CP0817  DESIGNATION -  CULLEY 2 RESET
 CP0817  PID         -  CP0817
 CP0817  STATE/COUNTY-  MS/WARREN
 CP0817  USGS QUAD   -  YOKENA (1973)
 CP0817
 CP0817                         *CURRENT SURVEY CONTROL
 CP0817  ___________________________________________________________________
 CP0817* NAD 83(1993)-  32 12 47.10484(N)    090 56 21.21233(W)     ADJUSTED  
 CP0817* NAVD 88     -        83.45   (+/-2cm)     273.8    (feet)  VERTCON   
 CP0817  ___________________________________________________________________
 CP0817  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP0817  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP0817  HORZ ORDER  -  SECOND
 CP0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0817
 CP0817.The horizontal coordinates were established by classical geodetic methods
 CP0817.and adjusted by the National Geodetic Survey in May 1994.
 CP0817
 CP0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0817.The vertical order pertains to the NGVD 29 superseded value.
 CP0817
 CP0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0817
 CP0817.The geoid height was determined by GEOID03.
 CP0817
 CP0817;                    North         East     Units Scale Factor Converg.
 CP0817;SPC MS W     -   300,937.789   642,882.529   MT  0.99999022   -0 19 22.8
 CP0817;SPC MS W     -   987,326.73  2,109,190.43   sFT  0.99999022   -0 19 22.8
 CP0817;SPC LA N     -   190,998.704 1,147,124.686   MT  0.99992798   +0 49 30.7
 CP0817;SPC LA N     -   626,634.91  3,763,524.91   sFT  0.99992798   +0 49 30.7
 CP0817;UTM  15      - 3,565,917.289   694,217.852   MT  1.00006519   +1 05 56.0
 CP0817
 CP0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0817!SPC MS W     -   0.99999105  x   0.99999022  =   0.99998127
 CP0817!SPC LA N     -   0.99999105  x   0.99992798  =   0.99991903
 CP0817!UTM  15      -   0.99999105  x   1.00006519  =   1.00005624
 CP0817
 CP0817|---------------------------------------------------------------------|
 CP0817| PID    Reference Object                     Distance      Geod. Az  |
 CP0817|                                                           dddmmss.s |
 CP0817| CP2753 CULLEY                               47.034 METERS 01115     |
 CP0817| CY4195 CULLEY 2 RM 6                        26.928 METERS 08936     |
 CP0817| CY4193 CULLEY 2 RM 3                        26.807 METERS 08936     |
 CP0817| CP0820 CULLEY 2 AZ MK                                     3001826.5 |
 CP0817| CY4194 CULLEY 2 RM 4                        30.937 METERS 31042     |
 CP0817| CP0819 CULLEY 2 RM 5                        61.695 METERS 32215     |
 CP0817| CP0818 CULLEY RM 2                          47.872 METERS 32412     |
 CP0817| CP2755 CULLEY 2 RM 7                        40.284 METERS 35851     |
 CP0817|---------------------------------------------------------------------|
 CP0817
 CP0817                          SUPERSEDED SURVEY CONTROL
 CP0817
 CP0817  NAD 83(1986)-  32 12 47.11721(N)    090 56 21.20869(W) AD(       ) 2
 CP0817  NAD 27      -  32 12 46.57433(N)    090 56 20.83067(W) AD(       ) 2
 CP0817  NGVD 29 (??/??/92)   83.482  (m)          273.89   (f) ADJ UNCH    2 0
 CP0817
 CP0817.Superseded values are not recommended for survey control.
 CP0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0817.See file dsdata.txt to determine how the superseded data were derived.
 CP0817
 CP0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9421865917(NAD 83)
 CP0817_MARKER: DS = TRIANGULATION STATION DISK
 CP0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0817_STAMPING: CULLEY 2 1948 1957
 CP0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0817+STABILITY: SURFACE MOTION
 CP0817
 CP0817  HISTORY     - Date     Condition        Report By
 CP0817  HISTORY     - 1957     MONUMENTED       CGS
 CP0817  HISTORY     - 1965     GOOD             CGS
 CP0817  HISTORY     - 1970     GOOD             MSHD
 CP0817  HISTORY     - 1971     GOOD             NGS
 CP0817  HISTORY     - 1980     GOOD             MSSU
 CP0817
 CP0817                          STATION DESCRIPTION
 CP0817
 CP0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0817'THE STATION WAS VISITED 4-11-57 AND THE SURFACE MARK AND
 CP0817'REFERENCE MARKS 3 AND 4 WERE FOUND DESTROYED.  THE SUB-SURFACE
 CP0817'MARK WAS FOUND IN GOOD CONDITION 3 FEET BELOW THE SURFACE OF
 CP0817'THE GROUND.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 CP0817'SUB-SURFACE MARK.  REFERENCE MARK NO. 4 WAS DESTROYED WHEN THE
 CP0817'GROUNDS WAS LANDSCAPED.  REFERENCE MARK NO. 3 WAS FOUND
 CP0817'DISTURBED, THE DISK WAS THEN STAMPED NO. 6 AND USED AS
 CP0817'REFERENCE MARK NO. 6.  REFERENCE MARK NO. 5 WAS ESTABLISHED AT
 CP0817'THIS DATE.  CULLEY R.M. NO 2 WAS RECOVERED AND A DISTANCE AND
 CP0817'DIRECTION TAKEN TO THE MARK.  THE AZIMUTH MARK WAS FOUND IN GOOD
 CP0817'CONDITION BUT DUE TO A LARGE FILL MADE AT THE STATION, A 24 FOOT
 CP0817'SIGNAL IS NEEDED AT THE AZIMUTH MARK TO BE VISIBLE AT THE
 CP0817'STATION.  DUE TO THE AZIMUTH MARK BEING OBSTRUCTED ONLY THE
 CP0817'ANGLES BETWEEN THE REFERENCE MARKS WERE OBSERVED AND A
 CP0817'MAGNETIC AZIMUTH DETERMINED FOR EACH MARK.  A NEW DESCRIPTION
 CP0817'FOLLOWS--
 CP0817'
 CP0817'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF VICKSBURG, 0.5 MILE
 CP0817'SOUTHEAST OF THE RAILROAD SIDING OF GLASS ON THE ILLINOIS CENTRAL
 CP0817'RAILROAD, 0.3 MILE EAST-SOUTHEAST OF THE LETOURNEAU COMPANY
 CP0817'OF MISSISSIPPI PLANT AND ON A HIGH BLUFF 0.25 MILE WEST OF U.S.
 CP0817'HIGHWAY 61, AND ON LAND OWNED BY THE LETOURNEAU CO.  IT IS
 CP0817'122 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 CP0817'HOUSE ON THE TOP OF THE HILL, 12 FEET EAST-SOUTHEAST OF THE
 CP0817'CENTER OF THE WEST DRIVEWAY LEADING TO THE HOUSE, 36 FEET
 CP0817'WEST OF A LARGE MOUND OF DIRT SOUTH OF THE DRIVEWAY, 127 FEET
 CP0817'WEST-SOUTHWEST OF A 4-FOOT OAK TREE, 153 FEET SOUTHEAST OF A
 CP0817'WATER FOUNTAIN IN THE LAWN, 43 FEET NORTH-NORTHWEST OF A
 CP0817'THE EDGE OF A FILL AND 20 FEET WEST OF THE PROJECTED PLANE OF
 CP0817'THE EAST SIDE OF THE CONCRETE BLOCK HOUSE.  IT IS A STANDARD
 CP0817'DISK, STAMPED CULLEY 2 1948 1957, FLUSH WITH THE GROUND.
 CP0817'
 CP0817'REFERENCE MARK NO. 2 IS 157.16 FEET NORTHWEST OF THE STATION
 CP0817'N 17 DEG 30 MIN W, 77 FEET SOUTH-SOUTHEAST OF
 CP0817'2 FOOT ELM TREE, 95 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 CP0817'OF THE CONCRETE BLOCK HOUSE, 28 FEET SOUTH OF THE PROJECTED PLANE
 CP0817'OF THE SOUTH WALL OF THE HOUSE, 2 FEET NORTHWEST OF THE CENTER OF
 CP0817'THE WATER FOUNTAIN, 7 FEET WEST OF THE WEST EDGE OF A FISH POND,
 CP0817'AND 9 FEET NORTHEAST OF A SPRUCE TREE.  IT IS A STANDARD DISK,
 CP0817'STAMPED CULLEY NO 2 1929, 6 INCHES BELOW THE GROUND.
 CP0817'
 CP0817'REFERENCE MARK NO. 5 IS 202.48 FEET SOUTHWEST OF THE STATION
 CP0817'S 48 DEG 44 IN W, 324 FEET SOUTH-SOUTHWEST OF THE
 CP0817'SOUTHEAST CORNER OF THE HOUSE, 5 FEET WEST-NORTHWEST OF A FENCE
 CP0817'CORNER, 40 FEET SOUTHEAST OF THE CENTER OF THE WEST DRIVEWAY
 CP0817'AT A CURVE, AND 3 FEET NORTH OF A FENCE LINE.  IT IS A STANDARD
 CP0817'DISK, STAMPED CULLEY 2 NO 5 1948 1957, PROJECTING 6 INCHES.
 CP0817'
 CP0817'REFERENCE MARK NO. 6 IS 88.35 FEET EAST OF THE STATION N 83 DEG
 CP0817'0DEG 54 MIN W, 19 FEET NORTHEAST OF THE CENTER OF THE
 CP0817'EAST DRIVEWAY, 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CP0817'THE CARPORT, 83 FEET SOUTH OF A 4-FOOT OAK TREE, AND 69 FEET
 CP0817'EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, IT IS
 CP0817'A STANDARD DISK, STAMPED CULLEY 2 NO 6 1948, 6 INCHES BELOW
 CP0817'THE SURFACE OF THE GROUND.
 CP0817'
 CP0817'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION SET
 CP0817'FLUSH WITH THE SIDEWALK OF THE LETOURNEAU CO. OFFICE BUILDING,
 CP0817'37 FEET WEST OF THE CENTER OF THE ROAD, 32 FEET SOUTH OF THE
 CP0817'CENTER OF THE EXIT OF THE PARKING LOT, 13.8 FEET NORTHEAST OF THE
 CP0817'NORTHEAST CORNER OF THE OFFICE BUILDING AND 3 INCHES WEST
 CP0817'OF THE EAST EDGE OF THE SIDEWALK.  IT IS A STANDARD DISK STAMPED
 CP0817'CULLEY 2 1948.
 CP0817'
 CP0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND 61
 CP0817'AT THE EAST TOLL GATE OF THE MISSISSIPPI RIVER BRIDGE IN VICKSBURG,
 CP0817'GO SOUTH ON U.S. HIGHWAY 61 FOR 7.35 MILES TO A SIDE ROAD RIGHT
 CP0817'AT THE FOOT OF A LONG HILL, *CONTINUE SOUTH ON U.S. HIGHWAY 61
 CP0817'FOR 0.3 MILE TO THE TOP OF THE HILL AND A SIDE ROAD RIGHT, TURN
 CP0817'SHARP RIGHT AND GO UPHILL FOR 0.25 MILE TO THE TOP OF THE HILL
 CP0817'AND THE STATION ON THE LEFT.
 CP0817'
 CP0817'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT, WEST AND GO
 CP0817'FOR 0.5 MILE TO THE LETOURNEAU OFFICE BUILDING JUST WEST
 CP0817'OF THE TRACK AND THE AZIMUTH MARK AT THE NORTH EAST CORNER OF THE
 CP0817'BUILDING.
 CP0817
 CP0817                          STATION RECOVERY (1965)
 CP0817
 CP0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 CP0817'THE STATION AND REFERENCE MARKS NO. 2, 5 AND 6 WERE RECOVERED
 CP0817'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 CP0817
 CP0817                          STATION RECOVERY (1970)
 CP0817
 CP0817'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0817'10.2 MI SW FROM VICKSBURG.
 CP0817'THE MARK IS LOCATED 10.2 MILES SW OF VICKSBURG ON A HIGH BLUFF AND
 CP0817'JUST S OF A CONCRETE BLOCK HOUSE OCCUPIED BY MR. CLYDE WILSON A
 CP0817'VICE-PRESIDENT OF R.G. LETOURNEAU, INC., 2.3 MILES NORTH OF THE
 CP0817'COMMUNITY OF YOKENA, 0.2 MILE WEST OF U.S. HIGHWAY 61, 0.3 MILE ESE OF
 CP0817'THE MAIN OFFICE OF R.G. LETOURNEAU, INC.  IT IS 107 FEET SW OF THE SE
 CP0817'POST OF THE CARPORT OF A CONCRETE BLOCK HOUSE, 104.5 FEET SW OF A TUBE
 CP0817'TYPE ANTENNA WITH A LAMP ON IT, 101 FEET S OF THE SW POST OF A
 CP0817'CARPORT, 70 FEET NW OF A POLE WITH A LAMP ON IT, 12.5 FEET SW OF THE
 CP0817'CENTER OF THE DRIVEWAY LEADING SW DOWN HILL, 35.5 FEET WEST OF THE
 CP0817'PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 44 FEET NORTH OF THE
 CP0817'SOUTH EDGE OF A BLUFF, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 CP0817'POST ABOUT 6 INCHES BELOW THE LEVEL OF THE DRIVEWAY AND IS FLUSH WITH
 CP0817'THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE ON THE CORNER
 CP0817'OF CRAWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON CRAWFORD
 CP0817'STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON STREET (U.S.
 CP0817'HIGHWAY 61).  TURN LEFT (SOUTH) AND CONTINUE ON WASHINGTON STREET FOR
 CP0817'2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE LEFT.  CONTINUE SOUTH
 CP0817'ON U.S. HIGHWAY 61 FOR 7.9 MILES TO THE MAIN ENTRANCE TO THE R.G.
 CP0817'LETOURNEAU, INC.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 0.3 MILE TO A
 CP0817'PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT (NW) AND CONTINUE ON THE
 CP0817'PRIVATE DRIVE FOR 0.2 MILE TO THE TOP OF A HILL AND A CONCRETE BLOCK
 CP0817'HOUSE AND THE MARK ON THE LEFT.
 CP0817
 CP0817                          STATION RECOVERY (1971)
 CP0817
 CP0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP0817'RMS MEASURED WITH A 300-FOOT TAPE PULLING 10 KG. TENSION.
 CP0817'
 CP0817'THE STATION MARK, REFERENCE MARKS 2 AND 5, AND THE AZIMUTH MARK
 CP0817'WERE RECOVERED AND FOUND IN GOOD CONDITION.  HORIZONTAL ANGLES AND
 CP0817'DISTANCE TO REFERENCE MARK 5 WERE NOT OBSERVED DUE TO HEAVY BRUSH
 CP0817'AND TREES.  AND THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 CP0817'AT CULLEY 2.  REFERENCE MARK 6 WAS NOT RECOVERED AND IS BELIEVED
 CP0817'TO BE COVERED BY THE ASPHALT SERVICE ROAD TO THE STATION.
 CP0817'
 CP0817'DUE TO TREES OBSTUCTING LINES TO CULLEY 2, ALL HORIZONTAL
 CP0817'DIRECTIONS WERE OBSERVED FROM REFERENCE MARK 7, ESTABLISHED AT
 CP0817'THIS DATE.
 CP0817'
 CP0817'THE STATION IS ABOUT 8 MILES SOUTH OF VICKSBURG ON LAND OWNED BY
 CP0817'THE LETOURNEAU COMPANY AND NEAR A HOUSE OCCUPIED BY MR. CLYDE
 CP0817'H. WILSON.
 CP0817'
 CP0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 61
 CP0817'AT THE EAST END OF THE MISSISSIPPI RIVER BRIDGE IN VICKSBURG, GO
 CP0817'SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE ENTRANCE TO THE
 CP0817'LETOURNEAU COMPANY.  CONTINUE SOUTH ON U.S. 61 FOR 0.3 MILE TO
 CP0817'A SIDE ROAD RIGHT AT TOP OF HILL, TURN SHARP RIGHT AND GO 0.25
 CP0817'MILE TO HOUSE ON RIGHT AND STATION ON LEFT.
 CP0817'
 CP0817'STATION MARKS ARE STANDARD DISKS STAMPED CULLEY 2 1948
 CP0817'1957.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CP0817'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 104.6 FEET
 CP0817'SOUTH-SOUTHWEST OF A LARGE WHITE POLE BY THE SOUTHEAST CORNER OF
 CP0817'CARPORT, AND IS 13 FEET SOUTHEAST OF A PAVED ROAD.  THE
 CP0817'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CP0817'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CP0817'
 CP0817'REFERENCE MARK 2, A STANDARD DISK STAMPED CULLEY NO 2 1929, IS
 CP0817'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 CP0817'THE GROUND SURFACE.  IT IS 157.06 FEET NORTHWEST OF THE STATION,
 CP0817'9 FEET WEST OF A FISH POND, AND 26 FEET NORTH-NORTHEAST OF A
 CP0817'BIRD HOUSE.
 CP0817'
 CP0817'REFERENCE MARK 5, A STANDARD DISK STAMPED CULLEY 2 1948 NO 5
 CP0817'1957, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CP0817'MONUMENT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT
 CP0817'NORTHEAST OF A METAL WITNESS POST AND 3 FEET NORTH OF A
 CP0817'FENCE.
 CP0817'
 CP0817'REFERENCE MARK 7, A STANDARD DISK STAMPED CULLEY 2 1948 NO 7 1971,
 CP0817'IS CEMENTED IN A DRILLED HOLE FLUSH IN A SIDEWALK, ABOUT 10 FEET
 CP0817'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 CP0817'
 CP0817'THE AZIMUTH MARK, A STANDARD DISK STAMPED CULLEY 2 1948, IS
 CP0817'CEMENTED IN A DRILLED HOLE FLUSH IN A SIDEWALK AT THE CORNER OF
 CP0817'THE LETOURNEAU COMPANY ADMINISTRATION BUILDING.  IT IS 37 FEET
 CP0817'WEST OF THE CENTER OF THE DRIVEWAY, 32 FEET SOUTH OF THE CENTER OF
 CP0817'THE EXIT OF THE PARKING LOT, AND 13.8 FEET NORTHEAST OF THE
 CP0817'NORTHEAST CORNER OF THE BUILDING.
 CP0817'
 CP0817'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO LETOURNEAU COMPANY,
 CP0817'GO WEST ON PAVED ROAD FOR 0.5 MILE TO THE ADMINISTRATION BUILDING
 CP0817'AND THE MARK AS DESCRIBED.
 CP0817'
 CP0817'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CP0817'
 CP0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP0817'8 MILES SW OF VICKSBURG.
 CP0817
 CP0817                          STATION RECOVERY (1980)
 CP0817
 CP0817'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP0817'STATION, REFERENCE MARKS 2, 5, 7, AND AZIMUTH MARK RECOVERED IN
 CP0817'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0819 ***********************************************************************
 CP0819  DESIGNATION -  CULLEY 2 RM 5
 CP0819  PID         -  CP0819
 CP0819  STATE/COUNTY-  MS/WARREN
 CP0819  USGS QUAD   -  YOKENA (1973)
 CP0819
 CP0819                         *CURRENT SURVEY CONTROL
 CP0819  ___________________________________________________________________
 CP0819* NAD 83(1986)-  32 12 47.     (N)    090 56 20.     (W)     SCALED    
 CP0819* NAVD 88     -        78.55   (+/-2cm)     257.7    (feet)  VERTCON   
 CP0819  ___________________________________________________________________
 CP0819  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0819
 CP0819.The horizontal coordinates were scaled from a topographic map and have
 CP0819.an estimated accuracy of +/- 6 seconds.
 CP0819
 CP0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0819.The vertical order pertains to the NGVD 29 superseded value.
 CP0819
 CP0819.The geoid height was determined by GEOID03.
 CP0819
 CP0819;                    North         East    Units  Estimated Accuracy
 CP0819;SPC MS W     -   300,930.      642,910.      MT  (+/- 180 meters Scaled)
 CP0819
 CP0819                          SUPERSEDED SURVEY CONTROL
 CP0819
 CP0819  NGVD 29 (??/??/92)   78.576  (m)          257.79   (f) ADJ UNCH    2 0
 CP0819
 CP0819.Superseded values are not recommended for survey control.
 CP0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0819.See file dsdata.txt to determine how the superseded data were derived.
 CP0819
 CP0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR942659(NAD 83)
 CP0819_MARKER: DR = REFERENCE MARK DISK
 CP0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0819_STAMPING: CULLEY 2 NO 5 1948 1957
 CP0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0819+STABILITY: SURFACE MOTION
 CP0819
 CP0819  HISTORY     - Date     Condition        Report By
 CP0819  HISTORY     - 1957     MONUMENTED       CGS
 CP0819  HISTORY     - 1970     GOOD             MSHD
 CP0819  HISTORY     - 19810301 GOOD             MSSU
 CP0819
 CP0819                          STATION DESCRIPTION
 CP0819
 CP0819'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0819'10.2 MI SW FROM VICKSBURG.
 CP0819'THE MARK IS LOCATED 10.2 MILES SW OF VICKSBURG ABOUT 100 YARDS SSW OF
 CP0819'A CONCRETE BLOCK HOUSE ON A BLUFF OWNED BY R.G. LETOURNEAU, INC., AND
 CP0819'OCCUPIED BY MR. CLYDE WILSON A VICE-PRESIDENT OF THE CO., 2.3 MILES N
 CP0819'OF THE COMMUNITY OF YOKENA, 0.25 MILE WEST OF HIGHWAY 61, 0.3 MILE SW
 CP0819'OF THE MAIN OFFICE OF R.G. LETOURNEAU, INC.  IT IS 202.48 FEET
 CP0819'SOUTHWEST OF THE STATION, 324 FEET SSW OF THE SW CORNER OF THE BLOCK
 CP0819'HOUSE, 42 FEET SE OF THE CENTER OF A DRIVEWAY IN A CURVE, 5 FEET NW OF
 CP0819'A FENCE CORNER, 72 FEET WSW OF A 20 INCH GUM, 1 FOOT E OF A METAL
 CP0819'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT
 CP0819'LEVEL WITH THE DRIVEWAY AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM
 CP0819'THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN
 CP0819'VICKSBURG, GO WEST ON CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION
 CP0819'WASHINGTON STREET (U.S. HIGHWAY 61).  TURN LEFT (S) AND CONTINUE ON
 CP0819'WASHINGTON STREET FOR 2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE
 CP0819'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 61 FOR 7.9 MILES TO THE MAIN
 CP0819'ENTRANCE TO THE R.G. LETOURNEAU, INC., CONTINUE SOUTH ON U.S. HIGHWAY
 CP0819'61 FOR 0.3 MILE TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT (NW) AND
 CP0819'CONTINUE ON THE PRIVATE DRIVE FOR 0.2 MILE TO THE TOP OF A HILL AND A
 CP0819'CONCRETE BLOCK HOUSE ON THE RIGHT.  CONTINUE SOUTHWEST ON THE PRIVATE
 CP0819'DRIVE FOR 200 FEET TO THE MARK ON THE LEFT.
 CP0819
 CP0819                          STATION RECOVERY (1981)
 CP0819
 CP0819'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2755 ***********************************************************************
 CP2755  DESIGNATION -  CULLEY 2 RM 7
 CP2755  PID         -  CP2755
 CP2755  STATE/COUNTY-  MS/WARREN
 CP2755  USGS QUAD   -  YOKENA (1973)
 CP2755
 CP2755                         *CURRENT SURVEY CONTROL
 CP2755  ___________________________________________________________________
 CP2755* NAD 83(1993)-  32 12 48.41238(N)    090 56 21.24318(W)     ADJUSTED  
 CP2755* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 CP2755  ___________________________________________________________________
 CP2755  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP2755  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2755  HORZ ORDER  -  FIRST
 CP2755
 CP2755.The horizontal coordinates were established by classical geodetic methods
 CP2755.and adjusted by the National Geodetic Survey in May 1994.
 CP2755
 CP2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2755
 CP2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2755
 CP2755.The geoid height was determined by GEOID03.
 CP2755
 CP2755;                    North         East     Units Scale Factor Converg.
 CP2755;SPC MS W     -   300,978.068   642,881.948   MT  0.99999022   -0 19 22.8
 CP2755;SPC MS W     -   987,458.88  2,109,188.52   sFT  0.99999022   -0 19 22.8
 CP2755;SPC LA N     -   191,038.961 1,147,123.299   MT  0.99992801   +0 49 30.6
 CP2755;SPC LA N     -   626,766.99  3,763,520.36   sFT  0.99992801   +0 49 30.6
 CP2755;UTM  15      - 3,565,957.545   694,216.272   MT  1.00006518   +1 05 56.0
 CP2755
 CP2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2755!SPC MS W     -   0.99999067  x   0.99999022  =   0.99998089
 CP2755!SPC LA N     -   0.99999067  x   0.99992801  =   0.99991868
 CP2755!UTM  15      -   0.99999067  x   1.00006518  =   1.00005585
 CP2755
 CP2755|---------------------------------------------------------------------|
 CP2755| PID    Reference Object                     Distance      Geod. Az  |
 CP2755|                                                           dddmmss.s |
 CP2755| CP0817 CULLEY 2 RESET                       40.284 METERS 17851     |
 CP2755| CP0819 CULLEY 2 RM 5                        94.863 METERS 20517     |
 CP2755| CP0818 CULLEY RM 2                          27.304 METERS 26654     |
 CP2755| CP2942 KING 2                              APPROX.17.6 KM 2802434.5 |
 CP2755|---------------------------------------------------------------------|
 CP2755
 CP2755                          SUPERSEDED SURVEY CONTROL
 CP2755
 CP2755  NAD 83(1986)-  32 12 48.42467(N)    090 56 21.23953(W) AD(       ) 1
 CP2755  NAD 27      -  32 12 47.88191(N)    090 56 20.86156(W) AD(       ) 1
 CP2755  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG    3  
 CP2755
 CP2755.Superseded values are not recommended for survey control.
 CP2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2755.See file dsdata.txt to determine how the superseded data were derived.
 CP2755
 CP2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9421665958(NAD 83)
 CP2755_MARKER: DR = REFERENCE MARK DISK
 CP2755_SETTING: 0 = UNSPECIFIED SETTING
 CP2755
 CP2755  HISTORY     - Date     Condition        Report By
 CP2755  HISTORY     - 1971     MONUMENTED       NGS
 CP2755
 CP2755                          STATION DESCRIPTION
 CP2755
 CP2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WWS)
 CP2755'THE STATION IS ABOUT 8 MILES SOUTH OF VICKSBURG ON LAND OWNED BY
 CP2755'THE LETOURNEAU COMPANY AND NEAR A HOUSE OCCUPIED BY MR. CLYDE
 CP2755'H. WILSON.
 CP2755'
 CP2755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 61
 CP2755'AT THE EAST END OF THE MISSISSIPPI RIVER BRIDGE IN VICKSBURG, GO
 CP2755'SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE ENTRANCE TO THE
 CP2755'LETOURNEAU COMPANY.  CONTINUE SOUTH ON U.S. 61 FOR 0.3 MILE TO A
 CP2755'SIDE ROAD RIGHT AT TOP OF HILL, TURN SHARP RIGHT AND GO 0.25 MILE
 CP2755'TO THE SOUTHWEST CORNER OF HOUSE ON RIGHT.
 CP2755'
 CP2755'THE STATION MARK IS A STANDARD DISK STAMPED CULLEY 2 1948 NO 7
 CP2755'1971.  THE DISK IS CEMENTED IN A DRILLED HOLE FLUSH IN A SIDEWALK,
 CP2755'ABOUT 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 CP2755'
 CP2755'FOR DESCRIPTION OF THE OTHER MARKS, SEE THE DESCRIPTION FOR
 CP2755'TRIANGULATION STATION CULLEY 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0818 ***********************************************************************
 CP0818  DESIGNATION -  CULLEY RM 2
 CP0818  PID         -  CP0818
 CP0818  STATE/COUNTY-  MS/WARREN
 CP0818  USGS QUAD   -  YOKENA (1973)
 CP0818
 CP0818                         *CURRENT SURVEY CONTROL
 CP0818  ___________________________________________________________________
 CP0818* NAD 83(1986)-  32 12 49.     (N)    090 56 20.     (W)     SCALED    
 CP0818* NAVD 88     -        82.21   (+/-2cm)     269.7    (feet)  VERTCON   
 CP0818  ___________________________________________________________________
 CP0818  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0818
 CP0818.The horizontal coordinates were scaled from a topographic map and have
 CP0818.an estimated accuracy of +/- 6 seconds.
 CP0818
 CP0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0818.The vertical order pertains to the NGVD 29 superseded value.
 CP0818
 CP0818.The geoid height was determined by GEOID03.
 CP0818
 CP0818;                    North         East    Units  Estimated Accuracy
 CP0818;SPC MS W     -   301,000.      642,920.      MT  (+/- 180 meters Scaled)
 CP0818
 CP0818                          SUPERSEDED SURVEY CONTROL
 CP0818
 CP0818  NGVD 29 (??/??/92)   82.233  (m)          269.79   (f) ADJ UNCH    2 0
 CP0818
 CP0818.Superseded values are not recommended for survey control.
 CP0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0818.See file dsdata.txt to determine how the superseded data were derived.
 CP0818
 CP0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR942659(NAD 83)
 CP0818_MARKER: DR = REFERENCE MARK DISK
 CP0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0818_STAMPING: CULLEY 1929 NO 2
 CP0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0818+STABILITY: SURFACE MOTION
 CP0818
 CP0818  HISTORY     - Date     Condition        Report By
 CP0818  HISTORY     - 1929     MONUMENTED       CGS
 CP0818  HISTORY     - 1970     GOOD             MSHD
 CP0818  HISTORY     - 19810301 GOOD             MSSU
 CP0818
 CP0818                          STATION DESCRIPTION
 CP0818
 CP0818'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0818'10.2 MI SW FROM VICKSBURG.
 CP0818'THE MARK IS LOCATED 10.2 MILES JUST EAST OF THE FIRST TERRACE WEST OF
 CP0818'A CONCRETE BLOCK HOUSE ON TOP OF A BLUFF OWNED BY R.G. LETOURNEAU,
 CP0818'INC., AND OCCUPIED BY MR. CLYDE WILSON A VICE-PRESIDENT OF THE
 CP0818'COMPANY, 2.3 MILES NORTH OF THE COMMUNITY OF YOKENA, 0.2 MILE WEST OF
 CP0818'U.S. HIGHWAY 61, 0.3 MILE ESE OF THE MAIN OFFICE OF THE R.G.
 CP0818'LETOURNEAU, INC.  IT IS 157.16 FEET NW OF THE STATION, 97 FEET WSW OF
 CP0818'THE SW CORNER OF THE CONCRETE BLOCK HOUSE, 6 FEET W OF THE W EDGE OF A
 CP0818'SMALL CONCRETE POND, 74 FEET SW OF THE SW EDGE OF THE BOTTOM STEP OF A
 CP0818'GROUP OF STEPS LEADING TO THE BLOCK HOUSE, 77 FEET SOUTH OF A 30 IN.
 CP0818'PECAN, 76.5 FEET SW OF THE CENTER OF A CHIMNEY OF A BARBECUE PIT, 54
 CP0818'FEET SSW OF A SMALL POLE WITH A LAMP, 32 FEET NE OF THE POST FOR A
 CP0818'BIRD HOUSE, SET IN THE TOP OF A 12 IN. SQUARE CONCRETE POST ABOUT 6
 CP0818'FEET BELOW THE LEVEL OF THE DRIVEWAY IN FRONT OF THE HOUSE AND IS
 CP0818'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE ON
 CP0818'THE CORNER OF CRAWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON
 CP0818'CRAWFORD STREET FOR 0.1 MILE TO THE INTERSECTION OF WASHINGTON STREET
 CP0818'(US HIGHWAY 61).  TURN LEFT (S) AND CONTINUE ON WASHINGTON STREET FOR
 CP0818'2.3 MILES TO THE U.S. HIGHWAY 80 BYPASS ON THE LEFT.  CONTINUE S ON
 CP0818'U.S. HIGHWAY 61 FOR 7.9 MILES TO THE MAIN ENTRANCE TO THE R.G.
 CP0818'LETOURNEAU, INC.  CONTINUE S ON U.S. HIGHWAY 61 FOR 0.3 MILE TO A
 CP0818'PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT (NW) AND CONTINUE ON THE
 CP0818'PRIVATE DRIVE FOR 0.2 MILE TO THE TOP OF A HILL AND A CONCRETE BLOCK
 CP0818'HOUSE AND THE MARK ON THE RIGHT AS DESCRIBED.
 CP0818
 CP0818                          STATION RECOVERY (1981)
 CP0818
 CP0818'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1751 ***********************************************************************
 EG1751  DESIGNATION -  CUMMINS
 EG1751  PID         -  EG1751
 EG1751  STATE/COUNTY-  MS/LAFAYETTE
 EG1751  USGS QUAD   -  OXFORD NORTH (1980)
 EG1751
 EG1751                         *CURRENT SURVEY CONTROL
 EG1751  ___________________________________________________________________
 EG1751* NAD 83(1993)-  34 27 24.69746(N)    089 30 06.73722(W)     ADJUSTED  
 EG1751* NAVD 88     -       159.72   (+/-2cm)     524.0    (feet)  VERTCON   
 EG1751  ___________________________________________________________________
 EG1751  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EG1751  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EG1751  HORZ ORDER  -  FIRST
 EG1751  VERT ORDER  -  THIRD ? (See Below)
 EG1751
 EG1751.The horizontal coordinates were established by classical geodetic methods
 EG1751.and adjusted by the National Geodetic Survey in May 1994.
 EG1751
 EG1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1751.The vertical order pertains to the NGVD 29 superseded value.
 EG1751
 EG1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1751
 EG1751.The geoid height was determined by GEOID03.
 EG1751
 EG1751;                    North         East     Units Scale Factor Converg.
 EG1751;SPC MS E     -   549,825.387   238,572.428   MT  0.99999649   -0 22 41.7
 EG1751;SPC MS E     - 1,803,885.46    782,716.37   sFT  0.99999649   -0 22 41.7
 EG1751;UTM  16      - 3,815,653.687   270,175.345   MT  1.00025110   -1 24 58.1
 EG1751
 EG1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1751!SPC MS E     -   0.99997913  x   0.99999649  =   0.99997562
 EG1751!UTM  16      -   0.99997913  x   1.00025110  =   1.00023022
 EG1751
 EG1751:                Primary Azimuth Mark                     Grid Az
 EG1751:SPC MS E     -  TT 9 K USGS 1955                         048 35 46.1
 EG1751:UTM  16      -  TT 9 K USGS 1955                         049 38 02.5
 EG1751
 EG1751|---------------------------------------------------------------------|
 EG1751| PID    Reference Object                     Distance      Geod. Az  |
 EG1751|                                                           dddmmss.s |
 EG1751| EG1689 TT 9 K USGS 1955                    APPROX. 7.9 KM 0481304.4 |
 EG1751| CG3879 CUMMINS RM 1                         24.215 METERS 13209     |
 EG1751| EG1760 OXFORD RAD STA WSUH MAST            APPROX.10.5 KM 1802552.5 |
 EG1751| EG1761 OXFORD MUNICIPAL TANK               APPROX.10.2 KM 1880925.8 |
 EG1751| EG1763 OXFORD PRESB CHURCH CUPOLA          APPROX.10.3 KM 1894215.7 |
 EG1751| EG1766 OXFORD UNIV OF MISS PLANT CHIM      APPROX.10.7 KM 1954056.9 |
 EG1751| EG1756 OXFORD NEW MUNICIPAL TANK           APPROX.11.9 KM 1970004.9 |
 EG1751| EG1765 OXFORD UNIV OF MISS WATER TANK      APPROX.10.7 KM 1973304.4 |
 EG1751| EG1759 OXFORD MSU WORK SHOP STACK          APPROX.10.8 KM 1983054.0 |
 EG1751| EG1755 OXFORD UNIVERSITY OF MISSISSIPPI TA APPROX.10.6 KM 2003104.5 |
 EG1751| CG3880 CUMMINS RM 2                         31.949 METERS 26516     |
 EG1751| CG3881 CUMMINS RM 3                         31.958 METERS 26517     |
 EG1751| EG1754 MID VALLEY MICROWAVE MAST 1         APPROX. 6.0 KM 2753359.8 |
 EG1751| CG3878 CUMMINS AZ MK                                      3592330.7 |
 EG1751|---------------------------------------------------------------------|
 EG1751
 EG1751                          SUPERSEDED SURVEY CONTROL
 EG1751
 EG1751  NAD 83(1986)-  34 27 24.70885(N)    089 30 06.73541(W) AD(       ) 1
 EG1751  NAD 27      -  34 27 24.33300(N)    089 30 06.44200(W) AD(       ) 1
 EG1751  NGVD 29 (07/19/86)  159.70   (m)          523.9    (f) LEVELING    3  
 EG1751
 EG1751.Superseded values are not recommended for survey control.
 EG1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1751.See file dsdata.txt to determine how the superseded data were derived.
 EG1751
 EG1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7017515654(NAD 83)
 EG1751_MARKER: DS = TRIANGULATION STATION DISK
 EG1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1751
 EG1751  HISTORY     - Date     Condition        Report By
 EG1751  HISTORY     - 1934     MONUMENTED       CGS
 EG1751  HISTORY     - 1956     GOOD             CGS
 EG1751  HISTORY     - 1977     GOOD             NGS
 EG1751
 EG1751                          STATION DESCRIPTION
 EG1751
 EG1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1751'SIX AND TWENTYFIVE HUNDRETHS MILES NORTH-NORTHEAST OF OXFORD, 3 MILES
 EG1751'SOUTH OF
 EG1751'ABBEVILLE, IN THE SOUTHWEST QUARTER OF SEC 22, T 7 S, R 3 W,
 EG1751'ABOUT 0.25 MILE SOUTHWEST
 EG1751'OF MAT CUMMINS HOME, 200 YARDS
 EG1751'EAST-NORTHEAST OF THE FORKS, 100 YARDS SOUTH
 EG1751'OF THE FARM ROAD, 119.5
 EG1751'FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 52 FEET NORTH OF
 EG1751'AN 8-INCH OAK
 EG1751'WITH A TRIANGLE BLAZE, 53 FEET NORTHEAST OF A 20-INCH OAK
 EG1751'WITH A TRIANGLE BLAZE, 53
 EG1751'FEET NORTHEAST OF A 20-INCH OAK WITH A
 EG1751'TRIANGLE BLAZE, AT THE SOUTHEAST END AND THE
 EG1751'LONGITUDINAL CENTER OF A
 EG1751'LONG, HIGH RIDGE.
 EG1751'
 EG1751'TO REACH FROM THE CROSSROADS AT ABBEVILLE, GO SOUTH ON STATE HIGHWAY
 EG1751'7 FOR 2.9 MILES
 EG1751'AND TURN LEFT ON A DIRT ROAD FOR 0.35 MILE TO A FARM
 EG1751'ROAD FORK TO THE LEFT AND THE
 EG1751'STATION IN THE FORKS.
 EG1751'
 EG1751'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1751'DISKS SET IN CONCRETE.
 EG1751'
 EG1751'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 60 FEET NORTH
 EG1751'OF THE COUNTY
 EG1751'ROAD, AT THE EDGE OF A FRINGE OF SMALL OAKS ON THE
 EG1751'SOUTH EDGE OF THE RIDGE.
 EG1751'
 EG1751'REFERENCE MARK NO 2 IS WEST OF THE STATION, 100 FEET NORTH OF THE
 EG1751'COUNTY ROAD, AT
 EG1751'THE EDGE OF A FRINGE OF SMALL OAKS AT THE SOUTH EDGE
 EG1751'OF THE RIDGE.
 EG1751'
 EG1751'AZIMUTH MARK IS NORTHEAST OF THE STATION, ALONG THE FARM ROAD, ABOUT
 EG1751'100 YARDS SOUTH OF
 EG1751'MAT CUMMINS HOME, AND 20 FEET NORTHWEST OF THE
 EG1751'CENTER OF THE ROAD.  A 90-FOOT TOWER
 EG1751'REQUIRED.
 EG1751'
 EG1751'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 EG1751
 EG1751                          STATION RECOVERY (1956)
 EG1751
 EG1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1751'THE STATION MARK, REFERENCE MARKS NOS 1 AND 2 AND THE AZIMUTH MARK
 EG1751'WERE RECOVERED AND
 EG1751'FOUND TO BE IN GOOD CONDITION.  DISTANCES AND DIRECTION
 EG1751'TO ALL MARKS WERE CHECKED AND
 EG1751'FOUND TO BE CORRECT.  THE DESCRIPTION
 EG1751'OF THE STATION IS ADEQUATE FOR RECOVERY WITH THE
 EG1751'EXCEPTION OF THE
 EG1751'ROUTE WHICH IS NOW OBSOLETE.  THE NEW ROUTE IS AS FOLLOWS- TO REACH
 EG1751'FROM THE COURT
 EG1751'HOUSE IN OXFORD, GO NORTH ON STATE HIGHWAY 7 FOR 1.6
 EG1751'MILES TO JUNCTION OF STATE
 EG1751'HIGHWAYS 7 AND 30, CONTINUE ON HIGHWAY 7
 EG1751'FOR 5.3 MILES TO A SIDE ROAD ON THE RIGHT,
 EG1751'EAST, NEAR THE SUMMIT OF
 EG1751'THE HIGHWAY, TURN RIGHT, EASTERLY, GO 0.3 MILE TO THE STATION
 EG1751'ON LEFT.  TO
 EG1751'REACH SUMMIT OF THE HIGHWAY, TURN RIGHT, EASTERLY, GO 0.3
 EG1751'MILE TO THE STATION ON LEFT.
 EG1751'TO REACH THE AZIMUTH MARK FROM STATION
 EG1751'GO NORTH 0.2 MILE TO EDGE OF WOODS AND THE
 EG1751'AZIMUTH MARK.
 EG1751'
 EG1751'NOTE- A 64 FT TOWER WAS USED.
 EG1751
 EG1751                          STATION RECOVERY (1977)
 EG1751
 EG1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EG1751'THE STATION WAS VISITED 2-4-77 AND THE STATION MARK, REFERENCE MARK
 EG1751'NO 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 EG1751'MARK NO 2 WAS FOUND WITH THE TOP OF THE MARK BROKEN OFF.  A NEW
 EG1751'REFERENCE MARK NO 3 WAS ESTABLISHED IN THE TOP OF THE OLD
 EG1751'REFERENCE MARK CONCRETE POST.  A NEW DESCRIPTION FOLLOWS--
 EG1751'
 EG1751'THE STATION IS LOCATED 6.5 MILES NORTH OF OXFORD, 3.2 MILES SOUTH OF
 EG1751'ABBEVILLE IN THE SOUTHWEST ONE-FOURTH OF SECTION 22, T 7S, R 3W.
 EG1751'
 EG1751'TO REACH FROM THE COURTHOUSE IN OXFORD GO NORTH ON LAMAR BLVD. FOR
 EG1751'1.6 MILES TO THE JUNCTION OF STATE HIGHWAY 30.  CONTINUE NORTH ON
 EG1751'STATE HIGHWAY 7 FOR 5.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 EG1751'AND GO EAST ON PAVED ROAD FOR 0.3 MILE TO STATION ON THE LEFT
 EG1751'ABOUT 50 YARDS BEYOND COMMUNITY WATER WELL.
 EG1751'
 EG1751'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED CUMMINS
 EG1751'1934 AND SET IN TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
 EG1751'IT IS 115 FEET NORTH OF CENTER OF PAVED ROAD, 58 FEET WEST OF
 EG1751'SOUTHWEST CORNER OF FRAME HOUSE, 43 FEET EAST OF THE CENTER OF A
 EG1751'TRACK ROAD, 26 FEET SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES
 EG1751'AND 1 FOOT NORTH OF METAL WITNESS POST AND SIGN.
 EG1751'
 EG1751'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED CUMMINS NO 1 1934
 EG1751'SET IN TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.  IT IS 74.5
 EG1751'FEET SOUTHEAST OF POWER POLE WITH GUY WIRES, 60 FEET NORTH OF
 EG1751'CENTER OF PAVED ROAD, 60 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER
 EG1751'OF FRAME HOUSE AND 3.5 FEET WEST OF THE SOUTH ONE OF TWO 12 INCH
 EG1751'PINE TREES.
 EG1751'
 EG1751'REFERENCE MARK NO 3 IS A NATIONAL GEODETIC SURVEY REFERENCE MARK
 EG1751'DISK, STAMPED CUMMINS 1934 NO 3 1977 SET IN TOP OF ROUND CONCRETE
 EG1751'POST FLUSH WITH THE GROUND.  IT IS 104 FEET NORTH OF CENTER OF
 EG1751'PAVED ROAD, 57.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 EG1751'CYCLONE FENCE AROUND COMMUNITY WELL, 22.5 FEET SOUTHEAST OF
 EG1751'SOUTHEAST CORNER OF SMALL HOUSE, 23.5 FEET WEST-NORTHWEST OF A 20
 EG1751'INCH PINE TREE AND 11 FEET WEST OF THE CENTER OF GRAVEL DRIVEWAY.
 EG1751'
 EG1751'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CUMMINS
 EG1751'AZIMUTH 1934 SET IN THE TOP OF ROUND CONCRETE POST PROJECTING 8
 EG1751'INCHES.  IT IS 0.2 MILE NORTH OF STATION, 100 FEET NORTH OF EDGE OF
 EG1751'WOODS AND CEDAR GROVE, 13 FEET EAST OF CENTER OF WOODS ROAD, 9.5
 EG1751'FEET SOUTH OF A TRIANGULAR BLAZED TREE AND 1 FOOT EAST OF METAL
 EG1751'WITNESS POST AND SIGN.
 EG1751'
 EG1751'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON TRACK ROAD 0.2
 EG1751'MILE TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2679 ***********************************************************************
 EH2679  DESIGNATION -  CURRY
 EH2679  PID         -  EH2679
 EH2679  STATE/COUNTY-  MS/TUNICA
 EH2679  USGS QUAD   -  TUNICA (1981)
 EH2679
 EH2679                         *CURRENT SURVEY CONTROL
 EH2679  ___________________________________________________________________
 EH2679* NAD 83(1993)-  34 44 09.39344(N)    090 26 35.24908(W)     ADJUSTED  
 EH2679* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 EH2679  ___________________________________________________________________
 EH2679  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EH2679  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2679  HORZ ORDER  -  SECOND
 EH2679
 EH2679.The horizontal coordinates were established by classical geodetic methods
 EH2679.and adjusted by the National Geodetic Survey in May 1994.
 EH2679
 EH2679.The orthometric height was scaled from a topographic map.
 EH2679
 EH2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2679
 EH2679.The geoid height was determined by GEOID03.
 EH2679
 EH2679;                    North         East     Units Scale Factor Converg.
 EH2679;SPC MS W     -   580,586.044   689,945.753   MT  0.99995125   -0 03 45.2
 EH2679;SPC MS W     - 1,904,806.05  2,263,597.02   sFT  0.99995125   -0 03 45.2
 EH2679;SPC AR S     -   630,599.658   542,572.900   MT  0.99999329   +0 52 16.9
 EH2679;SPC AR S     - 2,068,892.38  1,780,091.26   sFT  0.99999329   +0 52 16.9
 EH2679;UTM  15      - 3,846,738.136   734,093.618   MT  1.00027548   +1 27 27.2
 EH2679
 EH2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2679!SPC MS W     -   0.99999498  x   0.99995125  =   0.99994623
 EH2679!SPC AR S     -   0.99999498  x   0.99999329  =   0.99998827
 EH2679!UTM  15      -   0.99999498  x   1.00027548  =   1.00027046
 EH2679
 EH2679                          SUPERSEDED SURVEY CONTROL
 EH2679
 EH2679  NAD 83(1986)-  34 44 09.40373(N)    090 26 35.24900(W) AD(       ) 2
 EH2679  NAD 27      -  34 44 09.04400(N)    090 26 34.88600(W) AD(       ) 2
 EH2679
 EH2679.Superseded values are not recommended for survey control.
 EH2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2679.See file dsdata.txt to determine how the superseded data were derived.
 EH2679
 EH2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3409446738(NAD 83)
 EH2679_MARKER: P = PIPE CAP
 EH2679_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2679
 EH2679  HISTORY     - Date     Condition        Report By
 EH2679  HISTORY     - 1929     MONUMENTED       MRC
 EH2679  HISTORY     - 1935     GOOD             CGS
 EH2679  HISTORY     - 1947     SEE DESCRIPTION  USE
 EH2679
 EH2679                          STATION DESCRIPTION
 EH2679
 EH2679'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 EH2679'ON LEFT BANK OF MISSISSIPPI RIVER, ABOUT 5.5 MILES WEST OF
 EH2679'TOWN OF TUNICA, ON LAND OF F.C. CURRY, SOUTHWEST OF JUNCTION
 EH2679'OF LEVEE ROAD AND ROAD WHICH LEAVES MAIN HIGHWAY (ROUTE 61)
 EH2679'3/4 MILE NORTH OF TUNICA AND RUNS WESTERLY, 175 METERS (574 FEET)
 EH2679'EAST OF LEVEE, MIDWAY BETWEEN TWO NEGRO SHACKS ON SOUTH SIDE
 EH2679'OF ROAD RUNNING INTO TUNICA FROM LEVEE, ABOUT 600 METERS
 EH2679'(1,969 FEET) BACK OF MHOON LANDING, BACK OF ANGLE IN LEVEE,
 EH2679'175 METERS (574 FEET) BACK OF CENTER OF LEVEE ALONG
 EH2679'MISSISSIPPI RIVER, 190 METERS (623 FEET) BELOW CENTER OF LEVEE
 EH2679'ALONG OLD RIVER BANK, 1/2 METER (2 FEET) SOUTH OF GARDEN
 EH2679'FENCE, BACK OF A CABIN, AND BACK OF ROAD THAT CROSSES
 EH2679'LEVEE IN FRONT OF THIS HOUSE.  MARKED BY STANDARD MARK
 EH2679'OF MISSISSIPPI RIVER COMMISSION, BRASS CAP ON STEEL PIPE
 EH2679'ABOVE AND COPPER BOLT IN TILE BELOW.
 EH2679'PIPE PROJECTS ABOUT 15 INCHES ABOVE SURFACE OF
 EH2679'GROUND.  CABIN IS 30 METERS (98 FEET) DISTANT NORTH OF STATION.
 EH2679'STATION HUSTON (SEE DESCRIPTION THEREOF) IS 189.62
 EH2679'METERS (622.1 FEET) FROM STATION, N 23 DEG 29 MIN E.
 EH2679
 EH2679                          STATION RECOVERY (1935)
 EH2679
 EH2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2679'APPROACH IS CUT OFF BY WATER.  STATION SITE IS IN BORROW
 EH2679'PIT FOR NEW LEVEE.
 EH2679'
 EH2679'STATION HUSTON RECOVERED AS DESCRIBED.
 EH2679
 EH2679                          STATION RECOVERY (1947)
 EH2679
 EH2679'RECOVERY NOTE BY US ENGINEERS 1947
 EH2679'STATION MARK APPARENTLY DESTROYED.  THE GARDEN FENCE GONE
 EH2679'AND LAND NOW IS COTTONFIELD.
 EH2679'
 EH2679'SURFACE MARK DESTROYED.  SUBSURFACE MARK MAY BE IN POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0922 ***********************************************************************
 CO0922  DESIGNATION -  CURVE
 CO0922  PID         -  CO0922
 CO0922  STATE/COUNTY-  MS/SCOTT
 CO0922  USGS QUAD   -  PULASKI (1982)
 CO0922
 CO0922                         *CURRENT SURVEY CONTROL
 CO0922  ___________________________________________________________________
 CO0922* NAD 83(1993)-  32 21 44.32515(N)    089 33 52.74444(W)     ADJUSTED  
 CO0922* NAVD 88     -       155.447  (meters)     510.00   (feet)  ADJUSTED  
 CO0922  ___________________________________________________________________
 CO0922  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CO0922  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CO0922  DYNAMIC HT  -         155.264 (meters)     509.40  (feet)  COMP
 CO0922  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CO0922
 CO0922  HORZ ORDER  -  SECOND
 CO0922  VERT ORDER  -  FIRST     CLASS I
 CO0922
 CO0922.The horizontal coordinates were established by classical geodetic methods
 CO0922.and adjusted by the National Geodetic Survey in May 1994.
 CO0922
 CO0922.The orthometric height was determined by differential leveling
 CO0922.and adjusted in June 1991.
 CO0922
 CO0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0922
 CO0922.The geoid height was determined by GEOID03.
 CO0922
 CO0922.The dynamic height is computed by dividing the NAVD 88
 CO0922.geopotential number by the normal gravity value computed on the
 CO0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0922.degrees latitude (g = 980.6199 gals.).
 CO0922
 CO0922.The modeled gravity was interpolated from observed gravity values.
 CO0922
 CO0922;                    North         East     Units Scale Factor Converg.
 CO0922;SPC MS E     -   317,559.256   231,171.234   MT  1.00000840   -0 23 29.3
 CO0922;SPC MS E     - 1,041,858.99    758,434.29   sFT  1.00000840   -0 23 29.3
 CO0922;UTM  16      - 3,583,488.632   258,677.742   MT  1.00031821   -1 22 24.4
 CO0922
 CO0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0922!SPC MS E     -   0.99997982  x   1.00000840  =   0.99998822
 CO0922!UTM  16      -   0.99997982  x   1.00031821  =   1.00029803
 CO0922
 CO0922|---------------------------------------------------------------------|
 CO0922| PID    Reference Object                     Distance      Geod. Az  |
 CO0922|                                                           dddmmss.s |
 CO0922| CO0921 CURVE RM 1                           34.122 METERS 00157     |
 CO0922| CO0923 CURVE RM 2                           28.466 METERS 09155     |
 CO0922| CO0920 CURVE AZ MK                                        2624813.6 |
 CO0922|---------------------------------------------------------------------|
 CO0922
 CO0922                          SUPERSEDED SURVEY CONTROL
 CO0922
 CO0922  NAD 83(1986)-  32 21 44.33738(N)    089 33 52.74468(W) AD(       ) 2
 CO0922  NAD 27      -  32 21 43.81700(N)    089 33 52.48900(W) AD(       ) 2
 CO0922  NGVD 29 (??/??/??)  155.442  (m)          509.98   (f) ADJUSTED    1 1
 CO0922
 CO0922.Superseded values are not recommended for survey control.
 CO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0922.See file dsdata.txt to determine how the superseded data were derived.
 CO0922
 CO0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA5867883489(NAD 83)
 CO0922_MARKER: DS = TRIANGULATION STATION DISK
 CO0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0922_STAMPING: CURVE 1945
 CO0922_MARK LOGO: CGS   
 CO0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0922+STABILITY: SURFACE MOTION
 CO0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0922+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0922
 CO0922  HISTORY     - Date     Condition        Report By
 CO0922  HISTORY     - 1945     MONUMENTED       CGS
 CO0922  HISTORY     - 1957     GOOD             CGS
 CO0922  HISTORY     - 1964     GOOD             MSHD
 CO0922  HISTORY     - 1968     GOOD             CGS
 CO0922  HISTORY     - 1968     GOOD             NGS
 CO0922  HISTORY     - 1977     GOOD             MSHD
 CO0922  HISTORY     - 19991220 GOOD             NGS
 CO0922
 CO0922                          STATION DESCRIPTION
 CO0922
 CO0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO0922'STATION IS LOCATED ABOUT 5-1/2 MILES W OF FOREST, AND 5.35 MILES
 CO0922'E OF MORTON, ON LAND OWNED BY THE STATE.  IT IS 18.6 FEET N OF A
 CO0922'FENCE LINE, 22 FEET E OF AN 8-INCH PINE TREE, 55.7 FEET S OF THE
 CO0922'CENTER OF U.S. HIGHWAY 80, AND 110 FEET SW OF A SIGNPOST BEARING
 CO0922'THE LEGEND FOREST 2-1/2 MORTON 5-1/2 CLIFTON 5-1/2.  STAMPED
 CO0922'CURVE 1945.
 CO0922'
 CO0922'REFERENCE MARK 1 IS 111.95 FEET N OF THE STATION, 57 FEET N OF
 CO0922'THE CENTER OF U.S. HIGHWAY 80, AND 36 FEET W OF THE CENTER OF
 CO0922'A DIRT ROAD LEADING N TO CLIFTON.  IT IS STAMPED CURVE NO 1 1945
 CO0922'AND PROJECTS ABOUT 6 INCHES.
 CO0922'
 CO0922'REFERENCE MARK 2 IS 93.39 FEET E OF THE STATION, AND 52 FEET S OF
 CO0922'THE CENTER OF U.S. HIGHWAY 80.  IT IS STAMPED CURVE NO 2 1945
 CO0922'AND PROJECTS ABOUT 6 INCHES.
 CO0922'
 CO0922'AZIMUTH MARK IS 0.4 MILE BY ROAD W OF THE STATION, 45 FEET N OF
 CO0922'THE CENTER OF U.S. HIGHWAY 80, 18 INCHES E OF A POLE, AND ABOUT
 CO0922'75 FEET N OF AN UNPAINTED HOUSE.  IT IS STAMPED CURVE 1945 AND
 CO0922'PROJECTS ABOUT 6 INCHES.
 CO0922'
 CO0922'TO REACH THE STATION FROM THE CAUTION LIGHT IN THE TOWN OF MORTON,
 CO0922'GO E ON U.S. HIGHWAY 80 FOR 4.95 MILES TO THE AZIMUTH MARK ON
 CO0922'THE LEFT, CONTINUE ON U.S. HIGHWAY 80 FOR 0.4 MILE TO A DIRT
 CO0922'T-ROAD LEFT AND STATION ON RIGHT NEAR 4- BY 4-INCH WITNESS POST.
 CO0922'
 CO0922'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO0922
 CO0922                          STATION RECOVERY (1957)
 CO0922
 CO0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO0922'THE STATION WAS VISITED 7-10-57 AND ALL MARKS WERE FOUND IN GOOD
 CO0922'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 CO0922'
 CO0922'THE STATION IS LOCATED 5.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM
 CO0922'FOREST AND 5.6 MILES EAST ALONG U.S. HIGHWAY 80 FROM MORTON,
 CO0922'ON PROPERTY OWNED BY MR. J.H. SANDERFORD, 57 FEET SOUTH OF THE
 CO0922'CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF THE PROJECTED CENTER
 CO0922'LINE OF THE BIENVILLE NATIONAL FOREST ROAD NO. 513, 187 FEET EAST
 CO0922'OF THE CENTER OF THE DRIVEWAY TO THE RAWORTH BAPTIST CHURCH, 171
 CO0922'FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE LINE, 24
 CO0922'FEET EAST OF THE EAST ONE OF TWO 2-FOOT PINE TREES IN THE
 CO0922'PASTURE LOT, AND AT THE NORTH EDGE OF A SMALL PASTURE.  IT IS
 CO0922'A STANDARD DISK, STAMPED CURVE 1945, PROJECTING 6 INCHES.
 CO0922'
 CO0922'REFERENCE MARK NO. 1 IS 111.95 FEET NORTH OF THE STATION IN
 CO0922'THE NORTHWEST ANGLE OF THE JUNCTION OF THE SIDE ROAD LEADING
 CO0922'NORTH AND U.S. HIGHWAY 80, 42 FEET WEST OF THE CENTER OF BIENVILLE
 CO0922'NATIONAL FOREST ROAD NO. 513, 55 FEET NORTH OF THE CENTER LINE OF
 CO0922'U.S. HIGHWAY 80 AND 17 FEET WEST OF A 2-FOOT LEANING PINE TREE.
 CO0922'IT IS A STANDARD DISK, STAMPED CURVE NO 1 1945, PROJECTING
 CO0922'4 INCHES.
 CO0922'
 CO0922'REFERENCE MARK NO. 2 IS 93.39 FEET EAST OF THE STATION, 52.5
 CO0922'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 21 FEET WEST OF A FENCE
 CO0922'CORNER, 13 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 42 FEET WEST
 CO0922'OF THE CENTER OF THE DRIVEWAY LEADING TO THE SANDERFORD HOUSE,
 CO0922'AND 89 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SANDFORD
 CO0922'HOUSE.  IT IS A STANDARD DISK, STAMPED CURVE NO 2 1945, PROJECTING
 CO0922'6 INCHES.
 CO0922'
 CO0922'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION ACROSS THE HIGHWAY
 CO0922'FROM THE W.W. WHEELER HOUSE, 6 FEET WEST OF THE PROJECTED
 CO0922'PLANE OF THE WEST WALL OF THE WHEELER HOUSE, 45 FEET NORTH OF
 CO0922'THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF A CONCRETE
 CO0922'RIGHT-OF-WAY MARKER, AND 80 PACES EAST OF THE CENTER OF A ROAD
 CO0922'LEADING NORTH TO A HOUSE ACROSS THE TRACKS.  IT IS A STANDARD
 CO0922'DISK, STAMPED CURVE 1945, PROJECTING 4 INCHES.
 CO0922'
 CO0922'TO REACH THE STATION FROM THE COURTHOUSE IN FOREST, GO NORTH FOR
 CO0922'2 BLOCKS TO U.S. HIGHWAY 80, TURN LEFT AND GO WEST FOR 5.7 MILES
 CO0922'TO THE JUNCTION WITH BIENVILLE NATIONAL FOREST ROAD NO. 513 ON
 CO0922'THE RIGHT AND THE STATION ON THE LEFT.  CONTINUE WEST FOR 0.4
 CO0922'MILE ON U.S. HIGHWAY 80 TO THE AZIMUTH MARK ON THE RIGHT.
 CO0922
 CO0922                          STATION RECOVERY (1964)
 CO0922
 CO0922'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0922'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND
 CO0922'IN GOOD CONDITION.
 CO0922'
 CO0922'THE 1957 RECOVERY BY R.A.G. IS ADEQUATE.
 CO0922'
 CO0922'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION, 1.0
 CO0922'FOOT EAST OF RM 1, AND 1.0 FOOT NORTH OF RM 2.
 CO0922'
 CO0922'FIRST ORDER LEVELS WERE RUN ON ALL MARKS AND ELEVATIONS
 CO0922'ESTABLISHED IN JANUARY 1961 BY M.H. SCHILLY, US AND GS (MISS.
 CO0922'LINE 34).
 CO0922
 CO0922                          STATION RECOVERY (1968)
 CO0922
 CO0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CO0922'THE STATION MARK, STAMPED CURVE 1945, IS ABOUT 0.1 MILE NORTH ALONG
 CO0922'MAIN STREET FROM THE SCOTT COUNTY COURTHOUSE AT FOREST, THENCE 5.7
 CO0922'MILES WEST ALONG U.S. HIGHWAY 80, OR ABOUT 5.8 MILES EAST ALONG
 CO0922'U.S.  HIGHWAY 80 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT
 CO0922'MORTON, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 0.1 MILE WEST OF
 CO0922'THE ENTRANCE OF A ROADSIDE PARK, 55 FEET SOUTH OF THE CENTERLINE
 CO0922'OF THE HIGHWAY, 187 FEET EAST OF THE CENTERLINE OF A PRIVATE
 CO0922'DRIVEWAY, 132 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 21
 CO0922'1/2 FEET EAST OF A 24-INCH PINE TREE, 111.95 FEET SOUTH AND
 CO0922'ACROSS THE HIGHWAY FROM RM 1, 93.39 FEET WEST OF RM 2, 2-1/2
 CO0922'FEET SOUTH OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST,
 CO0922'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CO0922'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0922'
 CO0922'RM 1 STAMPED, CURVE NO 1 1945, IS 111.95 FEET NORTH AND CROSS THE
 CO0922'HIGHWAY FROM THE STATION MARK, ON THE OUTSIDE OF A CURVE IN THE
 CO0922'HIGHWAY, 0.1 MILE WEST OF THE ENTRANCE TO A ROADSIDE PARK, 57 FEET
 CO0922'NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST OF THE
 CO0922'CENTERLINE OF U.S. FOREST SERVICE ROAD NUMBER 513, 1.3 FEET NORTHEAST
 CO0922'OF A METAL WITNESS POST, ABOUT 3-1/2 FEET BELOW THE LEVEL OF THE
 CO0922'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7
 CO0922'INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0922'
 CO0922'RM 2 STAMPED, CURVE NO 2 1945, IS 93.39 FEET EAST OF THE STATION
 CO0922'MARK, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 0.1 MILE WEST OF THE
 CO0922'ENTRANCE TO A ROADSIDE PARK, 53 FEET SOUTH OF THE CENTERLINE OF THE
 CO0922'HIGHWAY, 39 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 11
 CO0922'1/2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 8, 18 FEET WEST OF A
 CO0922'15-INCH OAK TREE, WHICH IS A FENCE CORNER, 1/2 FOOT SOUTH OF A
 CO0922'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 CO0922'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0922'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0922'
 CO0922'THE AZIMUTH MARK STAMPED, CURVE 1945, IS 0.4 MILE WEST ALONG U.S.
 CO0922'HIGHWAY 80 FROM THE STATION MARK, AT THE EAST END OF A CURVE IN THE
 CO0922'HIGHWAY, 0.1 MILE EAST OF A CROSSING OF THE HIGHWAY AND A POWER
 CO0922'LINE, 47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 227 FEET EAST
 CO0922'OF THE CENTERLINE OF A PRIVATE ROAD, 41 FEET EAST OF A CONCRETE
 CO0922'HIGHWAY RIGHT-OF-WAY MARKER, 123-1/2 FEET NORTHWEST AND ACROSS
 CO0922'THE HIGHWAY FROM A 29-INCH OAK TREE, 1.4 FEET WEST OF A METAL
 CO0922'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 CO0922'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CO0922'THE SURFACE OF THE GROUND.
 CO0922'
 CO0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES WEST.
 CO0922
 CO0922                          STATION RECOVERY (1968)
 CO0922
 CO0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0922'5.8 MI W FROM FOREST.
 CO0922'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0922'COURTHOUSE AT FOREST, THENCE 5.7 MILES WEST ALONG U.S. HIGHWAY 80, OR
 CO0922'ABOUT 5.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS CENTRAL
 CO0922'RAILROAD STATION AT MORTON, ON THE INSIDE OF A CURVE IN THE HIGHWAY,
 CO0922'0.1 MILE WEST OF THE ENTRANCE TO A ROADSIDE PARK, 55 FEET SOUTH OF THE
 CO0922'CENTERLINE OF THE HIGHWAY, 187 FEET EAST OF THE CENTERLINE OF A
 CO0922'PRIVATE DRIVEWAY, 132 FEET WEST OF THE CENTERLINE OF A PRIVATE
 CO0922'DRIVEWAY, 21 1/2 FEET EAST OF A 24-INCH PINE TREE, 111.95 FEET SOUTH
 CO0922'AND ACROSS THE HIGHWAY FROM CURVE RM 1, 93.39 FEET WEST OF CURVE RM 2,
 CO0922'2 1/2 FEET SOUTH OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST,
 CO0922'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CO0922'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 15, T
 CO0922'6N, R 7E.
 CO0922
 CO0922                          STATION RECOVERY (1977)
 CO0922
 CO0922'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO0922'THE STATION WAS VISITED 6-1-77 AND THE STATION MARK, RM NO 1, RM NO
 CO0922'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CO0922'
 CO0922'THE STATION IS LOCATED 5.55 MILES WEST OF FOREST NEAR THE SOUTH RIGHT
 CO0922'OF WAY OF U.S. HIGHWAY 80 JUST WEST OF JUNCTION OF NATIONAL FOREST
 CO0922'ROAD NO. 513 LEADING NORTH, 5.35 MILES EAST OF MORTON, 0.5 MILES
 CO0922'EAST OF THE STATE HIGHWAY DEPARTMENT MAINTENANCE HEADQUARTERS IN THE
 CO0922'SOUTHEAST 1/4 OF SECTION 15, T 6N, R 7E.  IT IS 187 FEET EAST
 CO0922'OF THE CENTER OF THE ENTRANCE TO A CEMETERY, 174 FEET EAST OF THE
 CO0922'NORTHEAST CORNER OF THE CEMETERY FENCE, 131 FEET WEST OF THE CENTER
 CO0922'OF A DRIVEWAY, 112 FEET WEST OF A 15 INCH OAK ACTING AS A
 CO0922'FENCE CORNER, 83 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 CO0922'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST ABOUT 2 FEET ABOVE THE
 CO0922'LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES.  IT IS A TRIANGULATION
 CO0922'DISK, STAMPED CURVE 1945.
 CO0922'
 CO0922'REFERENCE MARK NO 1 IS 111.95 FEET NORTH OF THE STATION.  IT IS 57
 CO0922'FEET NORTH OF THE CENTER OF HIGHWAY 80, 40 FEET WEST OF THE CENTER
 CO0922'OF NATIONAL FOREST ROAD NO. 513, 35 FEET EAST-SOUTHEAST OF A 16 INCH
 CO0922'OAK, 28.5 FEET NORTH OF THE NORTH POST OF THE NATIONAL FOREST
 CO0922'TRAIL SIGN, 9.5 FEET WEST OF A POWER POLE WITH A GUY WIRE, 1 FOOT
 CO0922'NORTHEAST OF A METAL WITNESS POST ABOUT 5 FEET BELOW THE
 CO0922'LEVEL OF THE HIGHWAY AND PROJECTS 7 INCHES.  IT IS A REFERENCE MARK
 CO0922'DISK, STAMPED CURVE NO 1 1945.
 CO0922'
 CO0922'REFERENCE MARK NO 2 IS 93.39 FEET EAST OF THE STATION.  IT IS 37 FEET
 CO0922'WEST OF THE CENTER OF A DRIVEWAY, 52 FEET SOUTH OF THE CENTER OF
 CO0922'HIGHWAY 80, 17.5 FEET WEST OF A 15 INCH OAK ACTING AS A FENCE
 CO0922'CORNER, 10 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTH
 CO0922'OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST ABOUT 2 FEET ABOVE
 CO0922'THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES.  IT IS A
 CO0922'REFERENCE MARK DISK, STAMPED CURVE NO 2 1945.
 CO0922'
 CO0922'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 227 FEET
 CO0922'EAST OF THE CENTER OF A PRIVATE ROAD, 120.5 FEET NORTHWEST OF A 36
 CO0922'INCH OAK, 100.5 FEET NORTH-NORTHEAST OF THE NORTH ONE OF TWO 36
 CO0922'INCH OAKS, 74 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF A
 CO0922'FRAME HOUSE, 47 FEET NORTH OF THE CENTER OF HIGHWAY 80, 41
 CO0922'FEET EAST OF A RIGHT OF WAY MARKER, 37 FEET EAST OF THE
 CO0922'PROJECTED CENTER OF A DRIVEWAY, 1 FOOT WEST OF A METAL WITNESS
 CO0922'POST ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 5
 CO0922'INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED CURVE 1945.
 CO0922'
 CO0922'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN MORTON GO EAST
 CO0922'ON U.S. HIGHWAY 80 FOR 3.9 MILES TO A CROSSROAD.  CONTINUE EAST ON
 CO0922'U.S. HIGHWAY 80 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CO0922'
 CO0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.35 MILES EAST OF
 CO0922'MORTON.
 CO0922
 CO0922                          STATION RECOVERY (1999)
 CO0922
 CO0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0922'RECOVERED AS DESCRIBED.  NEWLY PLANTED TREES ON EITHER SIDE OF THE
 CO0922'STATION WILL RENDER IT UNSUITABLE FOR SATELLITE OBSERVATIONS IN A YEAR
 CO0922'OR TWO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2500 ***********************************************************************
 BH2500  DESIGNATION -  CURVE
 BH2500  PID         -  BH2500
 BH2500  STATE/COUNTY-  MS/HARRISON
 BH2500  USGS QUAD   -  WHITE PLAINS (1982)
 BH2500
 BH2500                         *CURRENT SURVEY CONTROL
 BH2500  ___________________________________________________________________
 BH2500* NAD 83(1993)-  30 35 40.10809(N)    088 56 03.88960(W)     ADJUSTED  
 BH2500* NAVD 88     -        31.319  (meters)     102.75   (feet)  ADJUSTED  
 BH2500  ___________________________________________________________________
 BH2500  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BH2500  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH2500  DYNAMIC HT  -          31.277 (meters)     102.61  (feet)  COMP
 BH2500  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BH2500
 BH2500  HORZ ORDER  -  SECOND
 BH2500  VERT ORDER  -  SECOND    CLASS II
 BH2500
 BH2500.The horizontal coordinates were established by classical geodetic methods
 BH2500.and adjusted by the National Geodetic Survey in May 1994.
 BH2500
 BH2500.The orthometric height was determined by differential leveling
 BH2500.and adjusted in May 1996.
 BH2500
 BH2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2500
 BH2500.The geoid height was determined by GEOID03.
 BH2500
 BH2500.The dynamic height is computed by dividing the NAVD 88
 BH2500.geopotential number by the normal gravity value computed on the
 BH2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2500.degrees latitude (g = 980.6199 gals.).
 BH2500
 BH2500.The modeled gravity was interpolated from observed gravity values.
 BH2500
 BH2500;                    North         East     Units Scale Factor Converg.
 BH2500;SPC MS E     -   121,324.344   290,306.259   MT  0.99995116   -0 03 05.2
 BH2500;SPC MS E     -   398,044.95    952,446.45   sFT  0.99995116   -0 03 05.2
 BH2500;UTM  16      - 3,386,254.766   314,535.175   MT  1.00002434   -0 59 05.3
 BH2500
 BH2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2500!SPC MS E     -   0.99999958  x   0.99995116  =   0.99995074
 BH2500!UTM  16      -   0.99999958  x   1.00002434  =   1.00002392
 BH2500
 BH2500|---------------------------------------------------------------------|
 BH2500| PID    Reference Object                     Distance      Geod. Az  |
 BH2500|                                                           dddmmss.s |
 BH2500| BH3026 CURVE RM 5                           25.467 METERS 04257     |
 BH2500| DD7769 CURVE RM 1                           39.123 METERS 05029     |
 BH2500| DD7770 CURVE RM 2                           38.630 METERS 12843     |
 BH2500| DD7771 CURVE RM 3                           38.612 METERS 12845     |
 BH2500| DD7768 CURVE AZ MK                                        1635514.6 |
 BH2500| BH3027 CURVE RM 4                           39.891 METERS 32724     |
 BH2500| BH3028 CURVE AZ MK 2                                      3342431.8 |
 BH2500|---------------------------------------------------------------------|
 BH2500
 BH2500                          SUPERSEDED SURVEY CONTROL
 BH2500
 BH2500  NAD 83(1993)-  30 35 40.12489(N)    088 56 03.88271(W) AD(       ) 2
 BH2500  NAD 83(1986)-  30 35 40.12730(N)    088 56 03.88252(W) AD(       ) 2
 BH2500  NAD 27      -  30 35 39.42400(N)    088 56 03.76100(W) AD(       ) 2
 BH2500
 BH2500.Superseded values are not recommended for survey control.
 BH2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2500.See file dsdata.txt to determine how the superseded data were derived.
 BH2500
 BH2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1453586255(NAD 83)
 BH2500_MARKER: DS = TRIANGULATION STATION DISK
 BH2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2500_SP_SET: CONCRETE POST
 BH2500_STAMPING: CURVE 1943
 BH2500_MARK LOGO: CGS   
 BH2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2500+STABILITY: SURFACE MOTION
 BH2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2500+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1986
 BH2500
 BH2500  HISTORY     - Date     Condition        Report By
 BH2500  HISTORY     - 1943     MONUMENTED       CGS
 BH2500  HISTORY     - 1943     GOOD             CGS
 BH2500  HISTORY     - 1959     GOOD             CGS
 BH2500  HISTORY     - 1972     GOOD             NGS
 BH2500  HISTORY     - 1976     GOOD             NGS
 BH2500  HISTORY     - 19860324 GOOD             MSHD
 BH2500
 BH2500                          STATION DESCRIPTION
 BH2500
 BH2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2500'THE STATION IS LOCATED ABOUT 15 MILES ESE OF SAUCIER AND 17 MILES N
 BH2500'OF GULFPORT, 116 FEET N OF A SHARP CURVE IN MISSISSIPPI
 BH2500'STATE HIGHWAY 57, 89.8 FEET W OF THE CENTER LINE OF MISSISSIPPI STATE
 BH2500'HIGHWAY 57, 20 FEET SW OF A WOODS ROAD, 6 FEET NW OF A STANDARD
 BH2500'REFERENCE POST.  THE DISK IS STAMPED CURVE 1943.
 BH2500'
 BH2500'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2500'SET IN CONCRETE.
 BH2500'
 BH2500'REFERENCE MARK NO.1 IS 128.44 FEET NE OF THE STATION, 31 FEET W OF
 BH2500'THE CENTER LINE OF MISSISSIPPI STATE HIGHWAY 57.  THE MARK IS
 BH2500'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 BH2500'STAMPED CURVE NO. 1 1943.
 BH2500'
 BH2500'REFERENCE MARK NO. 2 IS 126.74 FEET SE OF THE STATION, 34 FEET E OF
 BH2500'THE CENTER LINE OF MISSISSIPPI STATE HIGHWAY 57.  THE DISK IS
 BH2500'STAMPED CURVE NO.2 1943.
 BH2500'
 BH2500'THE AZIMUTH MARK IS 0.5 MILE SSE OF THE STATION, ABOUT 40 YARDS S OF
 BH2500'THE FIRST CURVE IN THE HIGHWAY FROM THE STATION, 37.6 FEET E OF
 BH2500'THE CENTER LINE OF MISSISSIPPI STATE HIGHWAY 57, 8.5 FEET N OF A
 BH2500'STANDARD REFERENCE POST, 8.3 FEET W OF A TRIANGULAR-BLAZED 6-INCH
 BH2500'PINE TREE.  THE DISK IS STAMPED CURVE 1943.
 BH2500'
 BH2500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH2500'MISSISSIPPI STATE HIGHWAY 55 WHICH IS ON THE SOUTHERN EDGE OF
 BH2500'THE SMALL VILLAGE OF SAUCIER, GO E ON MISSISSIPPI STATE HIGHWAY 55
 BH2500'FOR 5.2 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD ON A
 BH2500'DIRT ROAD FOR 9.6 MILES TO A T JUNCTION WITH MISSISSIPPI STATE
 BH2500'HIGHWAY 57, HERE TURN RIGHT (S) ON MISSISSIPPI STATE HIGHWAY 57
 BH2500'AND GO 3.2 MILES TO A SHARP CURVE TO THE LEFT AND STATION ON THE
 BH2500'RIGHT.
 BH2500'
 BH2500'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SSE ON MISSISSIPPI
 BH2500'STATE HIGHWAY 57 FOR 0.5 MILE TO THE FIRST CURVE IN THE HIGHWAY
 BH2500'FROM THE STATION.  THE MARK IS ON THE LEFT.
 BH2500'
 BH2500'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2500
 BH2500                          STATION RECOVERY (1943)
 BH2500
 BH2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BH2500'RECOVERED IN GOOD CONDITION.
 BH2500
 BH2500                          STATION RECOVERY (1959)
 BH2500
 BH2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2500'THE STATION WAS VISITED 7-20-59 AND THE STATION MARK, REFERENCE MARK
 BH2500'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2500'REFERENCE MARK NO. 2 WAS FOUND DISTURBED, THE MARK WAS STRAIGHTENED
 BH2500'UP, STAMPED NO. 3 AND USED AS REFERENCE MARK NO. 3 FOR THE STATION.
 BH2500'A NEW MEASUREMENT AND DIRECTION WAS TAKEN TO THE MARK.  THE AZIMUTH
 BH2500'MARK IS VISIBLE FROM THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2500'
 BH2500'THE STATION IS LOCATED ABOUT 15 MILES EAST-SOUTHEAST OF SAUCIER, 17
 BH2500'MILES NORTHWEST OF GULFPORT, AT A SHARP CURVE IN STATE HIGHWAY 57
 BH2500'AND AT THE JUNCTION OF STATE HIGHWAY 57 AND A WOODS ROAD LEADING WEST
 BH2500'AND IN AN AREA SPARSELY COVERED WITH PINE TREES.  IT IS 88 FEET
 BH2500'WEST OF THE CENTER OF STATE HIGHWAY 57 AT THE OUTSIDE OF A CURVE, 20
 BH2500'FEET SOUTH OF THE CENTERLINE OF THE WOODS ROAD, 39 FEET NORTH OF
 BH2500'THE CENTER OF WHAT LOOKS LIKE THE OLD HIGHWAY ROADBED, AND 1 FOOT
 BH2500'WEST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BH2500'STANDARD DISK, STAMPED CURVE 1943, PROJECTING 6 INCHES.
 BH2500'
 BH2500'REFERENCE MARK NO. 1 IS 128.42 FEET NORTHEAST OF THE STATION, 28 FEET
 BH2500'WEST OF THE CENTER OF THE HIGHWAY, 16 FEET WEST-NORTHWEST OF
 BH2500'THE WEST END OF A CONCRETE CULVERT AND 10 FEET SOUTH OF A 10-INCH
 BH2500'PINE TREE.  IT IS A STANDARD DISK, STAMPED CURVE NO 1 1943,
 BH2500'PROJECTING 2 INCHES.
 BH2500'
 BH2500'REFERENCE MARK NO. 3 IS 126.68 FEET SOUTHEAST OF THE STATION, 34 FEET
 BH2500'EAST OF THE CENTER OF STATE HIGHWAY 57 ON THE INSIDE OF THE
 BH2500'CURVE, 38 FEET NORTHEAST OF THE PROJECTED CENTER OF THE WOODS ROAD
 BH2500'LEADING WEST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS
 BH2500'A STANDARD DISK, STAMPED CURVE NO 3 1943, PROJECTING 2 INCHES.
 BH2500'
 BH2500'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION, ABOUT 100 FEET
 BH2500'SOUTHEAST OF A CURVE IN THE HIGHWAY, 4 FEET SOUTHWEST OF THE
 BH2500'PROJECTED PLANE OF THE NORTHEAST SHOULDER OF THE ROAD LEADING
 BH2500'NORTHEAST, 37 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, AND
 BH2500'1 FOOT EAST OF THE METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BH2500'STANDARD DISK, STAMPED CURVE 1943, PROJECTING 4 INCHES.
 BH2500'
 BH2500'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2500'STATE HIGHWAY 55 AT SAUCIER, GO EAST ON STATE HIGHWAY 55 FOR 5.0
 BH2500'MILES TO A CROSSROAD WHERE STATE HIGHWAY 55 TURNS SOUTH, KEEP
 BH2500'STRAIGHT AHEAD FOR 9.1 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BH2500'57, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 57 FOR 3.05 MILE TO
 BH2500'WHERE THE HIGHWAY MAKES A SHARP TURN TO THE LEFT AND THE STATION
 BH2500'ON THE RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 57 FOR 0.5 MILE TO
 BH2500'THE AZIMUTH MARK ON THE LEFT.
 BH2500
 BH2500                          STATION RECOVERY (1972)
 BH2500
 BH2500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2500'THE STATION WAS VISITED 6-15-72 AND THE STATION, AZIMUTH MARK, AND RM
 BH2500'NO 1 WAS FOUND IN GOOD CONDITION.  RM NO 3 WERE FOUND UP-ROOTED
 BH2500'AND LYING ON THE GROUND.  THE DISK WAS RESTAMPED NO 4 AND THE
 BH2500'MONUMENT PLACED IN THE GROUND AS RM NO 4.  A NEW DESCRIPTION FOLLOWS-
 BH2500'
 BH2500'THE STATION IS LOCATED 12.5 MILES EAST-SOUTHEAST OF SAUCIER, 13.7
 BH2500'MILES NORTH-NORTHWEST OF BILOXI IN THE SOUTHWEST ANGLE OF THE
 BH2500'JUNCTION OF STATE HIGHWAY 15, AND U.S. FOREST ROAD NO 426, NEAR THE
 BH2500'CENTER OF THE EAST SIDE OF SECTION 24, T 5S, R 10W.  IT IS 98 FEET
 BH2500'WEST-NORTHWEST OF THE CENTER OF HIGHWAY 15 AT THE OUTSIDE OF A CURVE,
 BH2500'28 FEET WEST-SOUTHWEST OF THE CENTER OF ROAD NO 426, 39 FEET SOUTH OF
 BH2500'THE SOUTH CORNER OF THE CATTLE GUARD ACROSS 426, 29.5 FEET EAST OF A
 BH2500'FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BH2500'
 BH2500'IT IS A TRIANGULATION DISK, STAMPED CURVE 1943 PROJECTING 6 INCHES.
 BH2500'
 BH2500'REFERENCE MARK NO 1 IS 128.34 FEET NORTHEAST OF THE STATION.  IT IS
 BH2500'29 FEET NORTH-WEST OF THE CENTER OF HIGHWAY 15, 88 FEET
 BH2500'EAST-NORTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 50 FEET EAST OF
 BH2500'A FENCE CORNER, 9.5 FEET SOUTHWEST OF A 12 INCH BLAZED PINE, 57.5
 BH2500'FEET NORTHEAST OF A 10 INCH BLAZED PINE, 16 FEET NORTHWEST OF THE
 BH2500'WEST END OF A CULVERT UNDER THE HIGHWAY AND 1 FOOT WEST OF A
 BH2500'METAL WITNESS POST.  IT IS A POST REFERENCE MARK DISK, STAMPED CURVE
 BH2500'NO 1 1943 PROJECTING 6 INCHES.
 BH2500'
 BH2500'REFERENCE MARK NO 4 IS 130.83 FEET NORTHWEST OF THE STATION.  IT IS
 BH2500'39 FEET WEST OF THE CENTERLINE OF A FORESTRY ROAD NO 426, 96 FEET
 BH2500'NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 1 FOOT NORTHWEST
 BH2500'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BH2500'CURVE 1943 NO 4 1972 PROJECTING 6 INCHES.
 BH2500'
 BH2500'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 4 IS 171.87 FEET.
 BH2500'
 BH2500'THE AZIMUTH MARK IS 0.5 MILES SOUTHEAST OF THE STATION.  IT IS 37
 BH2500'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 9 FEET EAST OF THE
 BH2500'PROJECTED CENTER OF AN ABANDONED ROAD, 160 FEET SOUTH OF THE CENTER
 BH2500'OF A DIM TRACK ROAD ABOUT 100 FEET SOUTHEAST OF A CURVE IN THE
 BH2500'HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 BH2500'MARK DISK, STAMPED CURVE 1943 PROJECTING 6 INCHES.
 BH2500'
 BH2500'TO REACH THE STATION FROM THE BRIDGE OVER I-10 ABOUT 4 MILES NORTH OF
 BH2500'BILOXI GO NORTH ON STATE HIGHWAY 67 AND 15 FOR 1.5 MILES TO THE
 BH2500'JUNCTION OF STATE HIGHWAY 15.  TURN RIGHT AND GO NORTH ON HIGHWAY 15
 BH2500'FOR 1.9 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON STATE
 BH2500'HIGHWAY 15 (GRAVELED ROAD) FOR 4.8 MILES TO A SIDE ROAD LEFT.
 BH2500'CONTINUE NORTHWEST ON HIGHWAY 15 FOR 2.25 MILES TO THE
 BH2500'AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING A CURVE (0.35 MILES
 BH2500'NORTH OF U.S. FOREST ROAD NO 428).  TO REACH THE STATION CONTINUE
 BH2500'NORTH ON HIGHWAY 15 FOR 0.55 MILES TO THE JUNCTION OF U.S. FOREST
 BH2500'ROAD NO 426 AND THE STATION ON THE LEFT.
 BH2500'
 BH2500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12.5 MILES
 BH2500'EAST-SOUTHEAST OF SAUCIER
 BH2500
 BH2500                          STATION RECOVERY (1976)
 BH2500
 BH2500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BH2500'THE STATION WAS VISITED 7-15-76 AND THE STATION MARK, REFERENCE
 BH2500'MARK NO 1, REFERENCE MARK NO 4 AND AZIMUTH MARK WERE RECOVERED IN
 BH2500'GOOD CONDITION.  REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE
 BH2500'GOING TO BE DESTROYED BY ROAD CONSTRUCTION.  A NEW REFERENCE
 BH2500'MARK NO 5 AND AZIMUTH MARK WERE ESTABLISHED AT THIS DATE AND
 BH2500'THE DISK WERE RECLAIMED FROM REFERENCE MARK NO 1 AND THE OLD
 BH2500'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 BH2500'
 BH2500'THE STATION IS LOCATED 12.5 MILES EAST-SOUTHEAST OF SAUCIER,
 BH2500'13.7 MILES NORTH-NORTHWEST OF BILOXI, ALONG STATE HIGHWAY 15
 BH2500'IN SECTION 24, T 55, R 10W.
 BH2500'
 BH2500'TO REACH FROM THE BRIDGE OVER INTERSTATE HIGHWAY 10 ABOUT 4 MILES
 BH2500'NORTH OF BILOXI, GO NORTH ON STATE HIGHWAYS 67 AND 15 FOR 1.5 MILES
 BH2500'TO JUNCTION OF STATE HIGHWAY 15, TURN RIGHT AND GO NORTH ON
 BH2500'STATE HIGHWAY 15 FOR 6.7 MILES TO A SIDE ROAD LEFT, CONTINUE
 BH2500'NORTHWEST ON STATE HIGHWAY 15 FOR 2.8 MILES TO JUNCTION OF
 BH2500'FOREST ROAD NO. 426 AT CURVE IN HIGHWAY 15 AND STATION AS
 BH2500'DESCRIBED.
 BH2500'
 BH2500'THE STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED CURVE
 BH2500'1943 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6
 BH2500'INCHES.  IT IS ABOUT 180 FEET NORTHWEST OF THE NEW CENTERLINE OF
 BH2500'HIGHWAY 15, 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE
 BH2500'GUARD, 31 FEET WEST OF THE CENTER OF FOREST ROAD NO. 426, 30 FEET
 BH2500'EAST OF NORTH-SOUTH FENCE, 24 FEET SOUTH OF EAST-WEST FENCELINE
 BH2500'AND 1 FOOT SOUTH OF METAL WITNESS POST AND SIGN.  REFERENCE
 BH2500'MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED CURVE 1943
 BH2500'NO 4 1972 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5
 BH2500'INCHES.  IT IS 39 FEET WEST OF THE CENTER OF FOREST
 BH2500'ROAD, 96 FEET NORTHWEST OF NORTHWEST CORNER OF CATTLE GUARD
 BH2500'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 BH2500'
 BH2500'REFERENCE MARK NO 5 IS A STANDARD NATIONAL GEODETIC SURVEY
 BH2500'REFERENCE MARK DISK, STAMPED CURVE 1943 NO 5 1976 SET IN TOP
 BH2500'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT 140
 BH2500'FEET NORTHWEST OF THE NEW CENTERLINE OF HIGHWAY 15, 50 FEET EAST
 BH2500'OF THE CENTER OF THE FOREST ROAD, 11 FEET SOUTH OF A FENCE, 41.5
 BH2500'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF CATTLE GUARD AND
 BH2500'1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BH2500'
 BH2500'THE AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY AZIMUTH
 BH2500'MARK DISK, STAMPED CURVE 1943 1976, SET IN TOP OF A ROUND CONCRETE
 BH2500'POST FLUSH WITH THE GROUND.  IT IS 0.25 MILE NORTH OF THE STATION,
 BH2500'36 FEET EAST OF THE CENTER OF FOREST ROAD NO. 426, 46 FEET
 BH2500'WEST-NORTHWEST OF A PINE STUMP WITH NO. 19 PAINTED ON IT AND 1.5
 BH2500'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 BH2500'
 BH2500'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON FOREST SERVICE
 BH2500'ROAD NO. 426 FOR 0.25 MILES TO THE MARK ON THE RIGHT.
 BH2500'
 BH2500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2500'12.5 MILES EAST-SOUTHEAST OF SAUCIER.
 BH2500
 BH2500                          STATION RECOVERY (1986)
 BH2500
 BH2500'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH2500'MARK IS LOCATED 20.12 KM (12.50 MI) EAST SOUTHEAST OF SAUCIER IN THE
 BH2500'SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 15 AND U.S. FOREST
 BH2500'ROAD NO. 426, 22.05 KM (13.70 MI) NORTH OF BILOXI NEAR THE CENTER OF
 BH2500'THE LINE BETWEEN SECTION 19 AND 24, T5S, R9W.  TO REACH FROM THE I-10
 BH2500'AND I-110 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTHWEST ON STATE
 BH2500'HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO THE JUNCTION OF STATE
 BH2500'HIGHWAY 15, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 14.97 KM
 BH2500'(9.30 MI) TO A SIDE ROAD AND THE MARK ON THE LEFT.  MARK IS A STANDARD
 BH2500'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.15 M
 BH2500'(0.5 FT) .  IT IS 56.69 M (186.0 FT) NORTHWEST OF THE CENTER OF
 BH2500'HIGHWAY 15, 10.67 M (35.0 FT) EAST OF THE CENTER OF A WOODS ROAD, 9.45
 BH2500'M (31.0 FT) WEST OF THE CENTER OF FOREST ROAD NO. 426 AND 0.3 M
 BH2500'(1.0 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0920 ***********************************************************************
 CO0920  DESIGNATION -  CURVE AZ MK
 CO0920  PID         -  CO0920
 CO0920  STATE/COUNTY-  MS/SCOTT
 CO0920  USGS QUAD   -  PULASKI (1982)
 CO0920
 CO0920                         *CURRENT SURVEY CONTROL
 CO0920  ___________________________________________________________________
 CO0920* NAD 83(1986)-  32 21 45.     (N)    089 34 12.     (W)     SCALED    
 CO0920* NAVD 88     -       145.502  (meters)     477.37   (feet)  ADJUSTED  
 CO0920  ___________________________________________________________________
 CO0920  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CO0920  DYNAMIC HT  -         145.331 (meters)     476.81  (feet)  COMP
 CO0920  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 CO0920
 CO0920  VERT ORDER  -  FIRST     CLASS I
 CO0920
 CO0920.The horizontal coordinates were scaled from a topographic map and have
 CO0920.an estimated accuracy of +/- 6 seconds.
 CO0920
 CO0920.The orthometric height was determined by differential leveling
 CO0920.and adjusted in June 1991.
 CO0920
 CO0920.The geoid height was determined by GEOID03.
 CO0920
 CO0920.The dynamic height is computed by dividing the NAVD 88
 CO0920.geopotential number by the normal gravity value computed on the
 CO0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0920.degrees latitude (g = 980.6199 gals.).
 CO0920
 CO0920.The modeled gravity was interpolated from observed gravity values.
 CO0920
 CO0920;                    North         East    Units  Estimated Accuracy
 CO0920;SPC MS E     -   317,580.      230,670.      MT  (+/- 180 meters Scaled)
 CO0920
 CO0920                          SUPERSEDED SURVEY CONTROL
 CO0920
 CO0920  NGVD 29 (??/??/??)  145.497  (m)          477.35   (f) ADJUSTED    1 1
 CO0920
 CO0920.Superseded values are not recommended for survey control.
 CO0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0920.See file dsdata.txt to determine how the superseded data were derived.
 CO0920
 CO0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA581835(NAD 83)
 CO0920_MARKER: DZ = AZIMUTH MARK DISK
 CO0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0920_STAMPING: CURVE 1945
 CO0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0920+STABILITY: SURFACE MOTION
 CO0920
 CO0920  HISTORY     - Date     Condition        Report By
 CO0920  HISTORY     - 1945     MONUMENTED       CGS
 CO0920  HISTORY     - 1968     GOOD             NGS
 CO0920  HISTORY     - 1977     GOOD             MSHD
 CO0920
 CO0920                          STATION DESCRIPTION
 CO0920
 CO0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0920'5.4 MI E FROM MORTON.
 CO0920'ABOUT 5.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS CENTRAL
 CO0920'RAILROAD STATION AT MORTON, OR ABOUT 0.1 MILE NORTH ALONG MAIN STREET
 CO0920'FROM THE SCOTT COUNTY COURTHOUSE AT FOREST, THENCE 6.1 MILES WEST
 CO0920'ALONG U.S. HIGHWAY 80, AT THE EAST END OF A CURVE IN THE HIGHWAY, 0.1
 CO0920'MILE EAST OF A CROSSING OF THE HIGHWAY AND A POWER LINE, 47 FEET NORTH
 CO0920'OF THE CENTERLINE OF THE HIGHWAY, 227 FEET EAST OF THE CENTERLINE OF A
 CO0920'PRIVATE ROAD, 41 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 CO0920'123 1/2 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A 29-INCH OAK TREE,
 CO0920'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 CO0920'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 CO0920'INCHES ABOVE THE SURFACE OF THE GROUND. SEC 15, T 6N, R 7E.
 CO0920
 CO0920                          STATION RECOVERY (1977)
 CO0920
 CO0920'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0920'THE MARK IS LOCATED 5.2 MILES EAST OF MORTON ON THE NORTH RIGHT OF
 CO0920'WAY OF U.S. HIGHWAY 80, 5.95 MILES WEST OF FOREST, 0.15 MILE EAST OF
 CO0920'THE STATE HIGHWAY DEPARTMENT MAINTENANCE HEADQUARTERS IN THE
 CO0920'SOUTHWEST 1/4 OF SECTION 15, T 6 N, R 36 INCH OAK, 100.5 FEET
 CO0920'NORTH-NORTHEAST OF THE NORTH ONE OF TWO 36 INCH OAKS, 74 FEET WEST OF
 CO0920'THE PROJECTED PLANE OF THE EAST WALL OF A FRAME HOUSE, 47 FEET NORTH
 CO0920'OF THE CENTER OF HIGHWAY 80, 41 FEET EAST OF A RIGHT OF WAY MARKER,
 CO0920'37 FEET EAST OF THE PROJECTED CENTER OF A DRIVEWAY, 1 FOOT WEST OF A
 CO0920'METAL WITNESS POST SET IN THE THE TOP OF A SQUARE CONCRETE POST ABOUT
 CO0920'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES. TO REACH
 CO0920'FROM THE U.S. POST OFFICE IN MORTON GO NORTH ON STATE HIGHWAY 481 FOR
 CO0920'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 80. TURN RIGHT AND GO
 CO0920'EAST ON U.S. HIGHWAY 80 FOR 3.7 MILES TO A CROSSROAD. CONTINUE EAST
 CO0920'ON U.S. HIGHWAY 80 FOR 1.4 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3028 ***********************************************************************
 BH3028  DESIGNATION -  CURVE AZ MK 2
 BH3028  PID         -  BH3028
 BH3028  STATE/COUNTY-  MS/HARRISON
 BH3028  USGS QUAD   -  WHITE PLAINS (1982)
 BH3028
 BH3028                         *CURRENT SURVEY CONTROL
 BH3028  ___________________________________________________________________
 BH3028* NAD 83(1986)-  30 35 49.     (N)    088 56 04.     (W)     SCALED    
 BH3028* NAVD 88     -        33.044  (meters)     108.41   (feet)  ADJUSTED  
 BH3028  ___________________________________________________________________
 BH3028  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH3028  DYNAMIC HT  -          33.001 (meters)     108.27  (feet)  COMP
 BH3028  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BH3028
 BH3028  VERT ORDER  -  SECOND    CLASS II
 BH3028
 BH3028.The horizontal coordinates were scaled from a topographic map and have
 BH3028.an estimated accuracy of +/- 6 seconds.
 BH3028
 BH3028.The orthometric height was determined by differential leveling
 BH3028.and adjusted in May 1996.
 BH3028
 BH3028.The geoid height was determined by GEOID03.
 BH3028
 BH3028.The dynamic height is computed by dividing the NAVD 88
 BH3028.geopotential number by the normal gravity value computed on the
 BH3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3028.degrees latitude (g = 980.6199 gals.).
 BH3028
 BH3028.The modeled gravity was interpolated from observed gravity values.
 BH3028
 BH3028;                    North         East    Units  Estimated Accuracy
 BH3028;SPC MS E     -   121,600.      290,300.      MT  (+/- 180 meters Scaled)
 BH3028
 BH3028                          SUPERSEDED SURVEY CONTROL
 BH3028
 BH3028.No superseded survey control is available for this station.
 BH3028
 BH3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU145865(NAD 83)
 BH3028_MARKER: DZ = AZIMUTH MARK DISK
 BH3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3028_SP_SET: CONCRETE POST
 BH3028_STAMPING: CURVE 1943 1976
 BH3028_MARK LOGO: NGS   
 BH3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3028+STABILITY: SURFACE MOTION
 BH3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3028+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1986
 BH3028
 BH3028  HISTORY     - Date     Condition        Report By
 BH3028  HISTORY     - 1976     MONUMENTED       NGS
 BH3028  HISTORY     - 19860324 GOOD             MSHD
 BH3028
 BH3028                          STATION DESCRIPTION
 BH3028
 BH3028'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3028'MARK IS LOCATED 19.79 KM (12.30 MI) SOUTHEAST OF SAUCIER, 22.2 KM
 BH3028'(13.80 MI) NORTH OF BILOXI IN SECTION 19, T5S, R9W.  TO REACH FROM THE
 BH3028'I-10 AND I-110 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTHWEST ON
 BH3028'STATE HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO THE JUNCTION OF
 BH3028'STATE HIGHWAY 15, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR
 BH3028'14.97 KM (9.30 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON U.S.
 BH3028'FOREST ROAD NO. 426 FOR 0.24 KM (0.15 MI) TO THE MARK ON THE RIGHT.
 BH3028'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST
 BH3028'FLUSH WITH THE GROUND.  IT IS 10.97 M (36.0 FT) EAST OF THE CENTER OF
 BH3028'A GRAVEL ROAD AND 0.46 M (1.5 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0921 ***********************************************************************
 CO0921  DESIGNATION -  CURVE RM 1
 CO0921  PID         -  CO0921
 CO0921  STATE/COUNTY-  MS/SCOTT
 CO0921  USGS QUAD   -  PULASKI (1982)
 CO0921
 CO0921                         *CURRENT SURVEY CONTROL
 CO0921  ___________________________________________________________________
 CO0921* NAD 83(1986)-  32 21 44.     (N)    089 33 52.     (W)     SCALED    
 CO0921* NAVD 88     -       154.771  (meters)     507.78   (feet)  ADJUSTED  
 CO0921  ___________________________________________________________________
 CO0921  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CO0921  DYNAMIC HT  -         154.589 (meters)     507.18  (feet)  COMP
 CO0921  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CO0921
 CO0921  VERT ORDER  -  FIRST     CLASS I
 CO0921
 CO0921.The horizontal coordinates were scaled from a topographic map and have
 CO0921.an estimated accuracy of +/- 6 seconds.
 CO0921
 CO0921.The orthometric height was determined by differential leveling
 CO0921.and adjusted in June 1991.
 CO0921
 CO0921.The geoid height was determined by GEOID03.
 CO0921
 CO0921.The dynamic height is computed by dividing the NAVD 88
 CO0921.geopotential number by the normal gravity value computed on the
 CO0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0921.degrees latitude (g = 980.6199 gals.).
 CO0921
 CO0921.The modeled gravity was interpolated from observed gravity values.
 CO0921
 CO0921;                    North         East    Units  Estimated Accuracy
 CO0921;SPC MS E     -   317,550.      231,190.      MT  (+/- 180 meters Scaled)
 CO0921
 CO0921                          SUPERSEDED SURVEY CONTROL
 CO0921
 CO0921  NGVD 29 (??/??/??)  154.766  (m)          507.76   (f) ADJUSTED    1 1
 CO0921
 CO0921.Superseded values are not recommended for survey control.
 CO0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0921.See file dsdata.txt to determine how the superseded data were derived.
 CO0921
 CO0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA586834(NAD 83)
 CO0921_MARKER: DR = REFERENCE MARK DISK
 CO0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0921_STAMPING: CURVE NO 1 1945
 CO0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0921+STABILITY: SURFACE MOTION
 CO0921
 CO0921  HISTORY     - Date     Condition        Report By
 CO0921  HISTORY     - 1945     MONUMENTED       CGS
 CO0921  HISTORY     - 1968     GOOD             NGS
 CO0921
 CO0921                          STATION DESCRIPTION
 CO0921
 CO0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0921'5.8 MI W FROM MORTON.
 CO0921'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0921'COURTHOUSE AT FOREST, THENCE 5.7 MILES WEST ALONG U.S. HIGHWAY 80, ON
 CO0921'THE OUTSIDE OF A CURVE IN THE HIGHWAY, 0.1 MILE WEST OF THE ENTRANCE
 CO0921'TO A ROADSIDE PARK, 57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41
 CO0921'FEET WEST OF THE CENTERLINE OF U.S. FOREST SERVICE ROAD NUMBER 513,
 CO0921'111.95 FEET NORTH AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION
 CO0921'CURVE 1945, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2
 CO0921'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CO0921'POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 15,
 CO0921'T 6N, R 7E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0923 ***********************************************************************
 CO0923  DESIGNATION -  CURVE RM 2
 CO0923  PID         -  CO0923
 CO0923  STATE/COUNTY-  MS/SCOTT
 CO0923  USGS QUAD   -  PULASKI (1982)
 CO0923
 CO0923                         *CURRENT SURVEY CONTROL
 CO0923  ___________________________________________________________________
 CO0923* NAD 83(1986)-  32 21 44.     (N)    089 33 52.     (W)     SCALED    
 CO0923* NAVD 88     -       155.611  (meters)     510.53   (feet)  ADJUSTED  
 CO0923  ___________________________________________________________________
 CO0923  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CO0923  DYNAMIC HT  -         155.428 (meters)     509.93  (feet)  COMP
 CO0923  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CO0923
 CO0923  VERT ORDER  -  FIRST     CLASS I
 CO0923
 CO0923.The horizontal coordinates were scaled from a topographic map and have
 CO0923.an estimated accuracy of +/- 6 seconds.
 CO0923
 CO0923.The orthometric height was determined by differential leveling
 CO0923.and adjusted in June 1991.
 CO0923
 CO0923.The geoid height was determined by GEOID03.
 CO0923
 CO0923.The dynamic height is computed by dividing the NAVD 88
 CO0923.geopotential number by the normal gravity value computed on the
 CO0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0923.degrees latitude (g = 980.6199 gals.).
 CO0923
 CO0923.The modeled gravity was interpolated from observed gravity values.
 CO0923
 CO0923;                    North         East    Units  Estimated Accuracy
 CO0923;SPC MS E     -   317,550.      231,190.      MT  (+/- 180 meters Scaled)
 CO0923
 CO0923                          SUPERSEDED SURVEY CONTROL
 CO0923
 CO0923  NGVD 29 (??/??/??)  155.606  (m)          510.52   (f) ADJUSTED    1 1
 CO0923
 CO0923.Superseded values are not recommended for survey control.
 CO0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0923.See file dsdata.txt to determine how the superseded data were derived.
 CO0923
 CO0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA586834(NAD 83)
 CO0923_MARKER: DR = REFERENCE MARK DISK
 CO0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0923_STAMPING: CURVE NO 2 1945
 CO0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0923+STABILITY: SURFACE MOTION
 CO0923
 CO0923  HISTORY     - Date     Condition        Report By
 CO0923  HISTORY     - 1945     MONUMENTED       CGS
 CO0923  HISTORY     - 1968     GOOD             NGS
 CO0923  HISTORY     - 1977     GOOD             MSHD
 CO0923
 CO0923                          STATION DESCRIPTION
 CO0923
 CO0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0923'5.8 MI W FROM FOREST.
 CO0923'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0923'COURTHOUSE AT FOREST, THENCE 5.7 MILES WEST ALONG U.S. HIGHWAY 80, ON
 CO0923'THE INSIDE OF A CURVE IN THE HIGHWAY, 0.1 MILE WEST OF THE ENTRANCE TO
 CO0923'A ROADSIDE PARK, 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 39
 CO0923'FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 11 1/2 FEET
 CO0923'NORTHEAST OF TELEPHONE POLE NUMBER 8, 18 FET WEST OF A 15-INCH OAK
 CO0923'TREE WHICH IS A FENCE CORNER, 93.39 FEET EAST OF TRIANGULATION STATION
 CO0923'CURVE 1945, 1/2 FOOT SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL
 CO0923'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0923'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 CO0923'OF THE GROUND.  SEC 15, T 6N, R 7E.
 CO0923
 CO0923                          STATION RECOVERY (1977)
 CO0923
 CO0923'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0923'THE MARK IS LOCATED 5.35 MILES EAST OF MORTON ON THE SOUTH RIGHT OF
 CO0923'WAY OF U.S. HIGHWAY 80 NEAR THE JUNCTION OF NATIONAL FOREST ROAD NO.
 CO0923'513, 5.35 MILES EAST OF MORTON, 0.5 MILE EAST OF THE STATE HIGHWAY
 CO0923'DEPARTMENT MAINTENANCE HEADQUARTERS IN THE SOUTHEAST 1/4 OF SECTION
 CO0923'15, T 6 N 8 R 7 E. IT IS 93.39 FEET EAST OF THE STATION, 52 FEET
 CO0923'SOUTH OF THE CENTER OF HIGHWAY 80, 37 FEET WEST OF THE CENTER OF A
 CO0923'DRIVEWAY , 17.5 FEET WEST OF A 15 INCH OAK ACTING AS A FENCE CORNER,
 CO0923'10 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A
 CO0923'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 CO0923'SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CO0923'PROJECTS 5 INCHES. TO REACH FROM THE U.S. POST OFFICE IN MORTON GO
 CO0923'NORTH ON STATE HIGHWAY 481 FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 CO0923'HIGHWAY 80. TURN RIGHT AND GO EAST ON A.S. HIGHWAY 80 FOR 5.5 MILES
 CO0923'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3027 ***********************************************************************
 BH3027  DESIGNATION -  CURVE RM 4
 BH3027  PID         -  BH3027
 BH3027  STATE/COUNTY-  MS/HARRISON
 BH3027  USGS QUAD   -  WHITE PLAINS (1982)
 BH3027
 BH3027                         *CURRENT SURVEY CONTROL
 BH3027  ___________________________________________________________________
 BH3027* NAD 83(1986)-  30 35 40.     (N)    088 56 04.     (W)     SCALED    
 BH3027* NAVD 88     -        32.008  (meters)     105.01   (feet)  ADJUSTED  
 BH3027  ___________________________________________________________________
 BH3027  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH3027  DYNAMIC HT  -          31.966 (meters)     104.88  (feet)  COMP
 BH3027  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BH3027
 BH3027  VERT ORDER  -  SECOND    CLASS II
 BH3027
 BH3027.The horizontal coordinates were scaled from a topographic map and have
 BH3027.an estimated accuracy of +/- 6 seconds.
 BH3027
 BH3027.The orthometric height was determined by differential leveling
 BH3027.and adjusted in May 1996.
 BH3027
 BH3027.The geoid height was determined by GEOID03.
 BH3027
 BH3027.The dynamic height is computed by dividing the NAVD 88
 BH3027.geopotential number by the normal gravity value computed on the
 BH3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3027.degrees latitude (g = 980.6199 gals.).
 BH3027
 BH3027.The modeled gravity was interpolated from observed gravity values.
 BH3027
 BH3027;                    North         East    Units  Estimated Accuracy
 BH3027;SPC MS E     -   121,320.      290,300.      MT  (+/- 180 meters Scaled)
 BH3027
 BH3027                          SUPERSEDED SURVEY CONTROL
 BH3027
 BH3027.No superseded survey control is available for this station.
 BH3027
 BH3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU145862(NAD 83)
 BH3027_MARKER: DR = REFERENCE MARK DISK
 BH3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3027_SP_SET: CONCRETE POST
 BH3027_STAMPING: CURVE 1943 NO. 4 1972
 BH3027_MARK LOGO: NGS   
 BH3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3027+STABILITY: SURFACE MOTION
 BH3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3027+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1986
 BH3027
 BH3027  HISTORY     - Date     Condition        Report By
 BH3027  HISTORY     - 1972     MONUMENTED       NGS
 BH3027  HISTORY     - 19860324 GOOD             MSHD
 BH3027
 BH3027                          STATION DESCRIPTION
 BH3027
 BH3027'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3027'MARK IS LOCATED 20.12 KM (12.50 MI) EAST SOUTHEAST OF SAUCIER IN THE
 BH3027'SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 15 AND U.S. FOREST
 BH3027'ROAD NO. 426, 22.05 M (72.3 FT) NORTH OF BILOXI NEAR THE CENTER OF THE
 BH3027'LINE BETWEEN SECTION 19 AND 24, T5S, R9W.  TO REACH FROM THE I-10 AND
 BH3027'I-110 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTHWEST ON STATE
 BH3027'HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO THE JUNCTION OF STATE
 BH3027'HIGHWAY 15, TURN RIGHT AND GO NORTH ON HIGHWAY 15 FOR 14.97 KM
 BH3027'(9.30 MI) TO A SIDE ROAD AND THE MARK ON THE LEFT.  MARK IS A STANDARD
 BH3027'NGS DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.14 M
 BH3027'(0.5 FT) .  IT IS 14.63 M (48.0 FT) NORTHWEST OF THE CENTER OF A WOODS
 BH3027'ROAD, 11.89 M (39.0 FT) WEST OF THE CENTER OF THE FOREST ROAD AND 0.3
 BH3027'M (1.0 FT) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3026 ***********************************************************************
 BH3026  DESIGNATION -  CURVE RM 5
 BH3026  PID         -  BH3026
 BH3026  STATE/COUNTY-  MS/HARRISON
 BH3026  USGS QUAD   -  WHITE PLAINS (1982)
 BH3026
 BH3026                         *CURRENT SURVEY CONTROL
 BH3026  ___________________________________________________________________
 BH3026* NAD 83(1986)-  30 35 40.     (N)    088 56 04.     (W)     SCALED    
 BH3026* NAVD 88     -        30.308  (meters)      99.44   (feet)  ADJUSTED  
 BH3026  ___________________________________________________________________
 BH3026  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH3026  DYNAMIC HT  -          30.267 (meters)      99.30  (feet)  COMP
 BH3026  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BH3026
 BH3026  VERT ORDER  -  SECOND    CLASS II
 BH3026
 BH3026.The horizontal coordinates were scaled from a topographic map and have
 BH3026.an estimated accuracy of +/- 6 seconds.
 BH3026
 BH3026.The orthometric height was determined by differential leveling
 BH3026.and adjusted in May 1996.
 BH3026
 BH3026.The geoid height was determined by GEOID03.
 BH3026
 BH3026.The dynamic height is computed by dividing the NAVD 88
 BH3026.geopotential number by the normal gravity value computed on the
 BH3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3026.degrees latitude (g = 980.6199 gals.).
 BH3026
 BH3026.The modeled gravity was interpolated from observed gravity values.
 BH3026
 BH3026;                    North         East    Units  Estimated Accuracy
 BH3026;SPC MS E     -   121,320.      290,300.      MT  (+/- 180 meters Scaled)
 BH3026
 BH3026                          SUPERSEDED SURVEY CONTROL
 BH3026
 BH3026.No superseded survey control is available for this station.
 BH3026
 BH3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU145862(NAD 83)
 BH3026_MARKER: DR = REFERENCE MARK DISK
 BH3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3026_SP_SET: CONCRETE POST
 BH3026_STAMPING: CURVE 1943 NO. 5 1976
 BH3026_MARK LOGO: NGS   
 BH3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3026+STABILITY: SURFACE MOTION
 BH3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3026+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1986
 BH3026
 BH3026  HISTORY     - Date     Condition        Report By
 BH3026  HISTORY     - 1976     MONUMENTED       NGS
 BH3026  HISTORY     - 19860324 GOOD             MSHD
 BH3026
 BH3026                          STATION DESCRIPTION
 BH3026
 BH3026'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3026'MARK IS LOCATED 20.12 KM (12.50 MI) EAST SOUTHEAST OF SAUCIER IN THE
 BH3026'NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 15 AND U.S. FOREST
 BH3026'ROAD NO. 426, 22.05 KM (13.70 MI) NORTH OF BILOXI NEAR THE CENTER OF
 BH3026'THE LINE BETWEEN 19 AND 24, T5S, R9W.  TO REACH FROM THE I-10 AND
 BH3026'I-110 INTERCHANGE BRIDGE IN DIBERVILLE, GO NORTHWEST ON STATE
 BH3026'HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO THE JUNCTION OF STATE
 BH3026'HIGHWAY 15, TURN RIGHT AND GO NORTH ON HIGHWAY 15 FOR 14.97 KM
 BH3026'(9.30 MI) TO A SIDE ROAD AND THE MARK ON THE LEFT.  MARK IS A STANDARD
 BH3026'NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BH3026'GROUND.  IT IS 44.5 M (146.0 FT) NORTHWEST OF THE CENTER OF HIGHWAY
 BH3026'15, 15.24 M (50.0 FT) EAST OF THE CENTER OF THE FOREST ROAD AND 0.46 M
 BH3026'(1.5 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2329 ***********************************************************************
 BH2329  DESIGNATION -  CUT
 BH2329  PID         -  BH2329
 BH2329  STATE/COUNTY-  MS/JACKSON
 BH2329  USGS QUAD   -  HORN ISLAND WEST (1982)
 BH2329
 BH2329                         *CURRENT SURVEY CONTROL
 BH2329  ___________________________________________________________________
 BH2329* NAD 83(1993)-  30 14 01.82260(N)    088 39 25.28817(W)     ADJUSTED  
 BH2329* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2329  ___________________________________________________________________
 BH2329  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BH2329  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2329  HORZ ORDER  -  THIRD
 BH2329
 BH2329.The horizontal coordinates were established by classical geodetic methods
 BH2329.and adjusted by the National Geodetic Survey in May 1994.
 BH2329
 BH2329.The orthometric height was scaled from a topographic map.
 BH2329
 BH2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2329
 BH2329.The geoid height was determined by GEOID03.
 BH2329
 BH2329;                    North         East     Units Scale Factor Converg.
 BH2329;SPC MS E     -    81,355.356   316,970.525   MT  0.99995355   +0 05 19.6
 BH2329;SPC MS E     -   266,913.36  1,039,927.46   sFT  0.99995355   +0 05 19.6
 BH2329;UTM  16      - 3,345,858.334   340,548.799   MT  0.99991367   -0 50 04.3
 BH2329
 BH2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2329!SPC MS E     -   1.00000437  x   0.99995355  =   0.99995792
 BH2329!UTM  16      -   1.00000437  x   0.99991367  =   0.99991804
 BH2329
 BH2329:                Primary Azimuth Mark                     Grid Az
 BH2329:SPC MS E     -  PASCAGOULA                               038 29 55.2
 BH2329:UTM  16      -  PASCAGOULA                               039 25 19.1
 BH2329
 BH2329|---------------------------------------------------------------------|
 BH2329| PID    Reference Object                     Distance      Geod. Az  |
 BH2329|                                                           dddmmss.s |
 BH2329| BH2276 PASCAGOULA                          APPROX.15.7 KM 0383514.8 |
 BH2329| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX. 9.3 KM 0462624.7 |
 BH2329| DD7772 CUT RM                               12.510 METERS 12118     |
 BH2329|---------------------------------------------------------------------|
 BH2329
 BH2329                          SUPERSEDED SURVEY CONTROL
 BH2329
 BH2329  NAD 83(1993)-  30 14 01.83465(N)    088 39 25.28551(W) AD(       ) 3
 BH2329  NAD 83(1986)-  30 14 01.84752(N)    088 39 25.27692(W) AD(       ) 3
 BH2329  NAD 27      -  30 14 01.12300(N)    088 39 25.23100(W) AD(       ) 3
 BH2329
 BH2329.Superseded values are not recommended for survey control.
 BH2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2329.See file dsdata.txt to determine how the superseded data were derived.
 BH2329
 BH2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4054945858(NAD 83)
 BH2329_MARKER: DS = TRIANGULATION STATION DISK
 BH2329_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2329_SP_SET: OBJECT IMBEDDED IN GROUND
 BH2329
 BH2329  HISTORY     - Date     Condition        Report By
 BH2329  HISTORY     - 1910     MONUMENTED       CGS
 BH2329  HISTORY     - 1917     GOOD             CGS
 BH2329  HISTORY     - 1935     MARK NOT FOUND   CGS
 BH2329  HISTORY     - 1950     MARK NOT FOUND   CGS
 BH2329  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2329
 BH2329                          STATION DESCRIPTION
 BH2329
 BH2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2329'ON THE N SHORE OF HORN ISLAND ON THE SAND RIDGE IN THE CENTER OF THE
 BH2329'CLEARED LINE THROUGH THE TIMBER, MARKING THE CUT-OFF FOR THE
 BH2329'DEEP-WATER SHIP CHANNEL.
 BH2329'
 BH2329'THE SURFACE MARK IS A STANDARD DISK STATION MARK EMBEDDED IN A CORE
 BH2329'OF CONCRETE ABOUT 2 FEET IN DIAMETER.  THE UNDERGROUND MARK
 BH2329'IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE
 BH2329'SURFACE.  A REFERENCE MARK, A TRIANGULAR BLAZE WITH 4 NAILS
 BH2329'ON A PINE TREE ON THE E SIDE OF THE CUT, IS 12.51 METERS FROM THE
 BH2329'STATION S 58 DEG 42 MIN E. ANOTHER REFERENCE MARK, A
 BH2329'TRIANGULAR BLAZE ON A PINE TREE ON THE W SIDE OF THE CUT, IS 8.80
 BH2329'METERS FROM THE STATION S 71 DEG. 47 MIN W.
 BH2329
 BH2329                          STATION RECOVERY (1917)
 BH2329
 BH2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2329'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  A SIGNAL HAD
 BH2329'BEEN BUILT OVER THE STATION BY THE LIGHTHOUSE BUREAU.  THIS
 BH2329'WAS FOUND OVERTURNED SOME DISTANCE INSHORE, WAS REPAIRED AND ERECTED
 BH2329'OVER THE STATION.
 BH2329
 BH2329                          STATION RECOVERY (1935)
 BH2329
 BH2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2329'NOT FOUND AFTER A CASUAL SEARCH, PROBABLY STILL EXISTS.
 BH2329
 BH2329                          STATION RECOVERY (1950)
 BH2329
 BH2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2329'STATION WAS NOT FOUND AFTER A THOROUGH SEARCH BY A TWO-MAN PARTY.  IT
 BH2329'IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 BH2329
 BH2329                          STATION RECOVERY (1966)
 BH2329
 BH2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2329'LOST.  THE AREA WAS SEARCH THOROUGHLY, BUT THE STATION COULD NOT BE
 BH2329'FOUND.  IT WAS ALSO REPORTED LOST IN 1950 BY G.E.M JR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2663 ***********************************************************************
 CP2663  DESIGNATION -  CYNTHIA
 CP2663  PID         -  CP2663
 CP2663  STATE/COUNTY-  MS/HINDS
 CP2663  USGS QUAD   -  POCAHONTAS (1980)
 CP2663
 CP2663                         *CURRENT SURVEY CONTROL
 CP2663  ___________________________________________________________________
 CP2663* NAD 83(1993)-  32 24 12.87315(N)    090 16 49.64251(W)     ADJUSTED  
 CP2663* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 CP2663  ___________________________________________________________________
 CP2663  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CP2663  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2663  HORZ ORDER  -  SECOND
 CP2663
 CP2663.The horizontal coordinates were established by classical geodetic methods
 CP2663.and adjusted by the National Geodetic Survey in May 1994.
 CP2663
 CP2663.The orthometric height was scaled from a topographic map.
 CP2663
 CP2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2663
 CP2663.The geoid height was determined by GEOID03.
 CP2663
 CP2663;                    North         East     Units Scale Factor Converg.
 CP2663;SPC MS W     -   321,900.962   704,974.264   MT  0.99995031   +0 01 42.0
 CP2663;SPC MS W     - 1,056,103.41  2,312,903.06   sFT  0.99995031   +0 01 42.0
 CP2663;UTM  15      - 3,588,424.972   755,785.106   MT  1.00040688   +1 27 29.3
 CP2663
 CP2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2663!SPC MS W     -   0.99998973  x   0.99995031  =   0.99994004
 CP2663!UTM  15      -   0.99998973  x   1.00040688  =   1.00039661
 CP2663
 CP2663|---------------------------------------------------------------------|
 CP2663| PID    Reference Object                     Distance      Geod. Az  |
 CP2663|                                                           dddmmss.s |
 CP2663| AI4268 CYNTHIA RM 1                         25.327 METERS 12805     |
 CP2663| CP2674 CLINTON MUNICIPAL TANK              APPROX. 8.6 KM 2142521.5 |
 CP2663| CP0438 CYNTHIA 2                            48.501 METERS 25700     |
 CP2663| AI4270 CYNTHIA AZ MK                                      3225950.4 |
 CP2663| AI4269 CYNTHIA RM 2                         18.207 METERS 33711     |
 CP2663|---------------------------------------------------------------------|
 CP2663
 CP2663                          SUPERSEDED SURVEY CONTROL
 CP2663
 CP2663  NAD 83(1986)-  32 24 12.88767(N)    090 16 49.63814(W) AD(       ) 2
 CP2663  NAD 27      -  32 24 12.36800(N)    090 16 49.31300(W) AD(       ) 2
 CP2663
 CP2663.Superseded values are not recommended for survey control.
 CP2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2663.See file dsdata.txt to determine how the superseded data were derived.
 CP2663
 CP2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5578588425(NAD 83)
 CP2663_MARKER: DS = TRIANGULATION STATION DISK
 CP2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2663
 CP2663  HISTORY     - Date     Condition        Report By
 CP2663  HISTORY     - 1948     MONUMENTED       CGS
 CP2663  HISTORY     - 1956     GOOD             CGS
 CP2663  HISTORY     - 1957     GOOD             CGS
 CP2663
 CP2663                          STATION DESCRIPTION
 CP2663
 CP2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2663'THE STATION IS LOCATED 9 MILES NORTHEAST OF THE BUSINESS DISTRICT
 CP2663'OF JACKSON, 5.5 MILES SOUTHEAST OF CLINTON, 5 MILES SOUTH OF
 CP2663'THE SMALL VILLAGE OF POCAHONTAS, AND ON THE PROPERTY OF MRS.
 CP2663'MIDDLETON OF 919 PINEHURST AVE. IN JACKSON.  IT IS 75 FEET
 CP2663'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 49,
 CP2663'12 FEET SOUTHWEST OF A WITNESS POST, AND ON THE SOUTHEASTERN
 CP2663'EDGE OF A CULTIVATED FIELD.  THE MARK IS 18 INCHES UNDERGROUND,
 CP2663'AND THE DISK IS STAMPED CYNTHIA 1948.
 CP2663'
 CP2663'REFERENCE MARK NO. 1 IS 83.09 FEET SOUTHEAST OF THE STATION,
 CP2663'60 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CP2663'49, AND ON THE SOUTHEASTERN EDGE OF A CULTIVATED FIELD.  THE
 CP2663'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CYNTHIA
 CP2663'NO 1 1948.
 CP2663'
 CP2663'REFERENCE MARK NO. 2 IS 59.73 FEET NORTHWEST OF THE STATION,
 CP2663'62 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CP2663'49, AND ON THE SOUTHEASTERN EDGE OF A CULTIVATED FIELD.  THE
 CP2663'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED CYNTHIA NO 2
 CP2663'1948.
 CP2663'
 CP2663'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, 37
 CP2663'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CP2663'49, 10 FEET SOUTHWEST OF A POWER LINE POLE, AND 15 FEET NORTH
 CP2663'OF A RIGHT-OF-WAY CONCRETE POST.  THE MARK PROJECTS 3 INCHES,
 CP2663'AND THE DISK IS STAMPED CYNTHIA 1948.
 CP2663'
 CP2663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49
 CP2663'AND 51 ON THE NORTHERN EDGE OF JACKSON, GO WEST AND NORTH
 CP2663'ON U.S. HIGHWAY 49 FOR 8.3 MILES TO A GRAVELED ROAD ON THE
 CP2663'LEFT AND SMALL GROCERY STORE IN THE NORTHWEST CORNER OF
 CP2663'INTERSECTION.  CONTINUE ON NORTHWEST FOR 0.3 MILE TO SUMMIT OF
 CP2663'GRADE AND STATION ON THE LEFT AS DESCRIBED.
 CP2663'
 CP2663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 CP2663'U.S. HIGHWAY 49 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2663'
 CP2663'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 CP2663
 CP2663                          STATION RECOVERY (1956)
 CP2663
 CP2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 CP2663'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CP2663'IS ADEQUATE.
 CP2663
 CP2663                          STATION RECOVERY (1957)
 CP2663
 CP2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2663'THE STATION WAS VISITED 1-17-57 AND ALL MARKS WERE FOUND IN
 CP2663'GOOD CONDITION.  THE COMPLETE STATION WAS MOVED AT THIS DATE
 CP2663'AT THE REQUEST OF THE MISSISSIPPI STATE HIGHWAY ENGINEER.  A
 CP2663'NEW STATION WAS ESTABLISHED BY A TRAVERSE CONNECTION TO CYNTHIA
 CP2663'1948, THE NEW STATION CYNTHIA 2 1957, CONSISTS OF THE STATION,
 CP2663'REFERENCE MARKS NO. 3 AND 4 AND A NEW AZIMUTH MARK.  CYNTHIA
 CP2663'2 1957 IS 159.13 FT, OR 48.502 METERS SOUTHWEST OF CYNTHIA
 CP2663'1948.  THE STATION MARKS, BOTH SURFACE AND SUB-SURFACE,
 CP2663'REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 CP2663'DESTROYED AFTER THE NEW STATION WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0438 ***********************************************************************
 CP0438  DESIGNATION -  CYNTHIA 2
 CP0438  PID         -  CP0438
 CP0438  STATE/COUNTY-  MS/HINDS
 CP0438  USGS QUAD   -  POCAHONTAS (1980)
 CP0438
 CP0438                         *CURRENT SURVEY CONTROL
 CP0438  ___________________________________________________________________
 CP0438* NAD 83(1993)-  32 24 12.51912(N)    090 16 51.45096(W)     ADJUSTED  
 CP0438* NAVD 88     -        96.093  (meters)     315.27   (feet)  ADJUSTED  
 CP0438  ___________________________________________________________________
 CP0438  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CP0438  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0438  DYNAMIC HT  -          95.983 (meters)     314.90  (feet)  COMP
 CP0438  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 CP0438
 CP0438  HORZ ORDER  -  SECOND
 CP0438  VERT ORDER  -  SECOND    CLASS 0
 CP0438
 CP0438.The horizontal coordinates were established by classical geodetic methods
 CP0438.and adjusted by the National Geodetic Survey in May 1994.
 CP0438
 CP0438.The orthometric height was determined by differential leveling
 CP0438.and adjusted in June 1991.
 CP0438
 CP0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0438
 CP0438.The geoid height was determined by GEOID03.
 CP0438
 CP0438.The dynamic height is computed by dividing the NAVD 88
 CP0438.geopotential number by the normal gravity value computed on the
 CP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0438.degrees latitude (g = 980.6199 gals.).
 CP0438
 CP0438.The modeled gravity was interpolated from observed gravity values.
 CP0438
 CP0438;                    North         East     Units Scale Factor Converg.
 CP0438;SPC MS W     -   321,890.034   704,927.012   MT  0.99995030   +0 01 41.0
 CP0438;SPC MS W     - 1,056,067.55  2,312,748.04   sFT  0.99995030   +0 01 41.0
 CP0438;UTM  15      - 3,588,412.862   755,738.120   MT  1.00040658   +1 27 28.3
 CP0438
 CP0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0438!SPC MS W     -   0.99998908  x   0.99995030  =   0.99993938
 CP0438!UTM  15      -   0.99998908  x   1.00040658  =   1.00039565
 CP0438
 CP0438|---------------------------------------------------------------------|
 CP0438| PID    Reference Object                     Distance      Geod. Az  |
 CP0438|                                                           dddmmss.s |
 CP0438| CP0439 CYNTHIA 2 RM 3                       20.205 METERS 02920     |
 CP0438| CP2663 CYNTHIA                              48.501 METERS 07700     |
 CP0438| CP0440 CYNTHIA 2 RM 4                       28.124 METERS 10049     |
 CP0438| CP2668 CLINTON EAST MUNICIPAL TANK         APPROX. 7.9 KM 2073200.4 |
 CP0438| CP2674 CLINTON MUNICIPAL TANK              APPROX. 8.6 KM 2141214.4 |
 CP0438| CP2678 CLINTON INDUSTRIAL PARK TANK        APPROX. 7.9 KM 2285210.9 |
 CP0438| AI4267 CYNTHIA 2 AZ MK                                    3245625.1 |
 CP0438| CP0441 CYNTHIA 2 AZ MK RESET                              3245923.4 |
 CP0438| AI4270 CYNTHIA AZ MK                                      3285158.1 |
 CP0438|---------------------------------------------------------------------|
 CP0438
 CP0438                          SUPERSEDED SURVEY CONTROL
 CP0438
 CP0438  NAD 83(1986)-  32 24 12.53365(N)    090 16 51.44650(W) AD(       ) 2
 CP0438  NAD 27      -  32 24 12.01500(N)    090 16 51.12190(W) AD(       ) 2
 CP0438  NGVD 29 (??/??/92)   96.180  (m)          315.55   (f) ADJ UNCH    2 0
 CP0438
 CP0438.Superseded values are not recommended for survey control.
 CP0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0438.See file dsdata.txt to determine how the superseded data were derived.
 CP0438
 CP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5573888413(NAD 83)
 CP0438_MARKER: DS = TRIANGULATION STATION DISK
 CP0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0438_STAMPING: CYNTHIA 2 1957
 CP0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0438+STABILITY: SURFACE MOTION
 CP0438
 CP0438  HISTORY     - Date     Condition        Report By
 CP0438  HISTORY     - 1957     MONUMENTED       CGS
 CP0438  HISTORY     - 1960     GOOD             CGS
 CP0438  HISTORY     - 1961     GOOD             MSHD
 CP0438  HISTORY     - 1971     GOOD             MSHD
 CP0438  HISTORY     - 1977     GOOD             MSHD
 CP0438  HISTORY     - 1977     GOOD             MSHD
 CP0438  HISTORY     - 19811001 GOOD             MSSU
 CP0438  HISTORY     - 1983     GOOD             NGS
 CP0438  HISTORY     - 20050403 MARK NOT FOUND   INDIV
 CP0438
 CP0438                          STATION DESCRIPTION
 CP0438
 CP0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0438'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF THE DOWNTOWN
 CP0438'SECTION OF JACKSON 5.5 MILES NORTHEAST OF CLINTON AND ABOUT 5.5
 CP0438'MILES SOUTH OF POCAHONTAS, ALONG U.S. HIGHWAY 49, ON
 CP0438'PROPERTY OWNED BY MR. ARTHUR S. MIDDLETON, OF 919 PINEHURST
 CP0438'STREET, JACKSON, MISS.  IT IS ON THE HIGHEST PART OF A HIGH
 CP0438'RIDGE AND AT THE NORTHEAST EDGE OF A SMALL CULTIVATED FIELD,
 CP0438'144 FEET SOUTHWEST OF THE WEST LANE OF U.S. HIGHWAY 49, 64
 CP0438'FEET SOUTHWEST OF A WITNESS POST, 68 FEET SOUTH-SOUTHWEST
 CP0438'OF A POWER POLE, 64 FEET SOUTHWEST OF A ROW OF POWER POLES,
 CP0438'AND 110 FEET NORTH OF A SMALL BUSHY OAK TREE.  IT IS ABOUT 14
 CP0438'FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 CP0438'DISK, STAMPED CYNTHIA 2 1957 SET ABOUT 16 INCHES BELOW THE
 CP0438'SURFACE OF THE GROUND.
 CP0438'
 CP0438'REFERENCE MARK NO. 3 IS 66.29 FEET NORTH-NORTHWEST OF THE
 CP0438'STATION, 82 FEET SOUTHWEST OF THE CENTERLINE OF THE WEST LANE
 CP0438'OF THE HIGHWAY, 3.5 FEET SOUTH-SOUTHEAST OF A POWER POLE AND
 CP0438'41 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CP0438'DISK, STAMPED CYNTHIA 2 NO 3 1957, PROJECTING 4 INCHES AND
 CP0438'ABOUT 3 FEET LOWER THAN THE STATION.
 CP0438'
 CP0438'REFERENCE MARK NO. 4 IS 92.27 FEET EAST OF THE STATION, ON
 CP0438'THE HIGHEST PART OF THE RIDGE AND IN LINE WITH THE POWER POLES.
 CP0438'IT IS 86 FEET SOUTHWEST OF THE CENTERLINE OF THE WEST LANE
 CP0438'OF THE HIGHWAY, 54 FEET SOUTH-SOUTHEAST OF THE WITNESS POST
 CP0438'AND 98 FEET SOUTH-SOUTHEAST OF THE POWER POLE.  IT IS A STANDARD
 CP0438'DISK, STAMPED CYNTHIA 2 NO 4 1957, PROJECTING 1 INCH.
 CP0438'
 CP0438'THE DISTANCE BETWEEN REFERENCE MARKS NO. 3 AND 4 IS 95.1 FEET.
 CP0438'
 CP0438'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, 56
 CP0438'FEET SOUTHWEST OF THE CENTERLINE OF THE WEST LANE OF THE HIGHWAY,
 CP0438'5 FEET SOUTHEAST OF A POWER POLE AND IN LINE WITH A ROW OF POLES.
 CP0438'IT IS A STANDARD DISK, STAMPED CYNTHIA 2 1957, PROJECTING 6
 CP0438'INCHES.
 CP0438'
 CP0438'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 49
 CP0438'AND 51, ABOUT 1.8 MILES NORTH OF DOWNTOWN JACKSON, GO WEST
 CP0438'AND NORTH ON U.S. HIGHWAY 49 FOR 8.3 MILES TO A CROSSROAD,
 CP0438'CONTINUE ON U.S. HIGHWAY 49 FOR 0.25 MILE TO THE TOP OF THE
 CP0438'HILL AND THE STATION ON THE LEFT.  CONTINUE NORTHWEST ON U.S.
 CP0438'HIGHWAY 49 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP0438
 CP0438                          STATION RECOVERY (1960)
 CP0438
 CP0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (BGC)
 CP0438'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CP0438'THE AZIMUTH MARK FOR THIS STATION WAS DESTROYED BY EARTH MOVING
 CP0438'EQUIPMENT AND A NEW AZIMUTH MARK WAS ESTABLISHED IN APPROXIMATELY
 CP0438'THE SAME LOCATION AS THE OLD AZIMUTH MARK.
 CP0438'
 CP0438'THE 1957 DESCRIPTION TO REACH THE STATION IS CORRECT AND
 CP0438'ADEQUATE.  A NEW DESCRIPTION OF RESET AZIMUTH MARK FOLLOWS.
 CP0438'
 CP0438'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, 54
 CP0438'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WEST LANE OF
 CP0438'U.S. HIGHWAY 49, 82 FEET EAST OF A TWIN OAK TREE, 4 FEET NORTH
 CP0438'OF A POWER POLE WITH TRANSFORMER, AND 2.5 FEET WEST OF A
 CP0438'METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK,
 CP0438'STAMPED CYNTHIA 2 1957 RESET 1960.  THE MARK IS FLUSH WITH
 CP0438'THE GROUND.
 CP0438'
 CP0438'OBSERVATIONS WERE MADE FROM A 37 FOOT ALUMINUM TOWER.
 CP0438
 CP0438                          STATION RECOVERY (1961)
 CP0438
 CP0438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0438'THE STATION WAS VISITED 10-4-61.  THE STATION, AZIMUTH MARK,
 CP0438'R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  METAL
 CP0438'WITNESS POSTS WERE FOUND AT THE STATION AND THE AZIMUTH MARK.
 CP0438'THE 1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CP0438'
 CP0438'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 CP0438
 CP0438                          STATION RECOVERY (1971)
 CP0438
 CP0438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 CP0438'THE STATION WAS VISITED 7-7-71 AND THE STATION MARK, REFERENCE
 CP0438'MARK, NO. 3, NO. 4, WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CP0438'WAS FOUND DESTROYED WHEN A DRIVEWAY WAS BUILT LEADING TO SOME
 CP0438'TANKS.  THE DISK WAS RECLAIMED.
 CP0438'
 CP0438'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF THE DOWNTOWN
 CP0438'SECTION OF JACKSON, 5.5 MILES NORTHEAST OF CLINTON, 5.5 MILES
 CP0438'SOUTH OF POCAHONTAS, ALONG U.S. HIGHWAY 49, IN THE SOUTHEAST
 CP0438'1/4 OF SECTION 34, T7N, R1W, AND ON THE PROPERTY OWNED
 CP0438'BY MR. ARTHUR S. MIDDLETON OF 919 PINEHURST STREET, JACKSON,
 CP0438'MISSISSIPPI.  IT IS 147 FEET SOUTHWEST OF THE CENTER OF U.S.
 CP0438'HIGHWAY 49, 10.5 FEET NORTHEAST OF THE CENTER OF A TRACK
 CP0438'ROAD, 68 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY
 CP0438'WIRE, 65 FEET NORTHWEST OF A 10-INCH TWIN OAK, 55 FEET
 CP0438'SOUTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST
 CP0438'AND ABOUT 14 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CP0438'
 CP0438'IT IS A TRIANGULATION DISK, STAMPED CYNTHIA 2 1957 SET ABOUT 16
 CP0438'INCHES BELOW THE SURFACE OF THE GROUND.
 CP0438'
 CP0438'REFERENCE MARK NO. 3 IS 66.29 FEET NORTH-NORTHEAST OF THE
 CP0438'STATION.  IT IS 82 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 CP0438'49, 6 FEET NORTHEAST OF A FENCE, 3.5 FEET SOUTHEAST OF A
 CP0438'POWER POLE WITH A GUY WIRE, 1 FOOT WEST OF A METAL WITNESS POST
 CP0438'AND ABOUT 14 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A
 CP0438'REFERENCE MARK DISK, STAMPED CYNTHIA 2 NO 3 1957 AND IS FLUSH
 CP0438'WITH THE GROUND.
 CP0438'
 CP0438'REFERENCE MARK NO. 4 IS 92.27 FEET EAST OF THE STATION.  IT
 CP0438'IS 85 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 49, 30
 CP0438'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 77 FEET NORTHEAST
 CP0438'OF A 10-INCH TWIN OAK, 98.5 FEET SOUTHEAST OF A POWER POLE
 CP0438'WITH A GUY WIRE, 2.5 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHWEST
 CP0438'OF A METAL WITNESS POST AND ABOUT 14 FEET ABOVE THE LEVEL
 CP0438'OF THE HIGHWAY.  IT IS A REFERENCE MARK DISK STAMPED CYNTHIA
 CP0438'2 NO 4 1957 AND IS FLUSH WITH THE GROUND.
 CP0438'
 CP0438'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 95.1 FEET.
 CP0438'
 CP0438'TO REACH THE STATION FROM THE STATE HIGHWAY DEPARTMENT LABORATORY
 CP0438'BUILDING GO WEST ON WOODROW WILSON AVENUE FOR 0.9 MILE TO
 CP0438'FIVE POINTS INTERSECTION.  CONTINUE NORTHWEST ON DELTA DRIVE
 CP0438'(U.S. HIGHWAY 49) FOR 6.9 MILES TO A CROSSROADS.  CONTINUE
 CP0438'NORTHWEST ON U.S. HIGHWAY 49 FOR 0.3 MILE TO THE MARK ON THE
 CP0438'LEFT.
 CP0438'
 CP0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 CP0438'SOUTH OF POCAHONTAS
 CP0438
 CP0438                          STATION RECOVERY (1977)
 CP0438
 CP0438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0438'THE STATION WAS VISITED 8-26-77 AND THE STATION MARK, RM NO 3 AND
 CP0438'RM NO 4 WERE FOUND IN GOOD CONDITION.
 CP0438'
 CP0438'THE STATION IS LOCATED 5.3 MILES NORTHEAST OF CLINTON, 9 MILES
 CP0438'NORTHWEST OF THE CENTER OF DOWNTOWN JACKSON, 4.8 MILES SOUTH OF THE
 CP0438'COMMUNITY OF POCAHONTAS ON TOP OF A HILL IN AN OPEN PASTURE OWNED
 CP0438'BY MR. ARTHUR S. MIDDLETON OF 919 PINEHURST STREET, JACKSON,
 CP0438'MISSISSIPPI IN THE SOUTHEAST 1/4 OF SECTION 34, T 7N, R 1W.  IT IS
 CP0438'145.5 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 CP0438'HIGHWAY 49, 143.5 FEET WEST OF A UTILITY POLE, 68.5 FEET
 CP0438'SOUTH-SOUTHWEST OF ANOTHER UTILITY POLE, 64.5 FEET NORTHWEST OF
 CP0438'A 12 INCH TWIN OAK, 55 FEET SOUTHWEST OF A RIGHT OF WAY FENCE,
 CP0438'1 FOOT SOUTHWEST OF A METAL WITNESS POST ABOUT 14 FEET ABOVE
 CP0438'THE LEVEL OF THE HIGHWAY ABOUT 16 INCHES BELOW THE GROUND ACCESS
 CP0438'WHICH IS HAD THROUGH A 4 INCH CONCRETE TILE.  IT IS A TRIANGULATION
 CP0438'DISK, STAMPED CYNTHIA 2 1957.
 CP0438'
 CP0438'REFERENCE MARK NO 3 IS 66.29 FEET NORTH-NORTHEAST OF THE STATION.  IT
 CP0438'IS 154.5 FEET NORTHWEST OF A UTILITY POLE, 117.5 FEET NORTH OF A 12
 CP0438'INCH TWIN OAK, 82 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 CP0438'LANE OF HIGHWAY 49, 6 FEET NORTHEAST OF A RIGHT OF WAY FENCE, 3.5
 CP0438'FEET SOUTHEAST OF A UTILITY POLE, 1 FOOT WEST OF A METAL WITNESS
 CP0438'POST ABOUT 14 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH
 CP0438'WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED CYNTHIA 2
 CP0438'NO 3 1957.
 CP0438'
 CP0438'REFERENCE MARK NO 4 IS 92.27 FEET EAST OF THE STATION.  IT IS 84.5
 CP0438'FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 CP0438'49, 98.5 FEET SOUTHEAST OF A UTILITY POLE, 76 FEET NORTHEAST OF A
 CP0438'12 INCH TWIN OAK, 59.5 FEET NORTHWEST OF A UTILITY POLE, 2.5 FEET
 CP0438'NORTHEAST OF A RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A METAL
 CP0438'WITNESS POST ABOUT 14 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS
 CP0438'FLUSH WITH THE GROUND.  IT IS REFERENCE MARK DISK, STAMPED CYNTHIA
 CP0438'2 NO 4 1957.
 CP0438'
 CP0438'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 95.1 FEET.
 CP0438'
 CP0438'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JACKSON GO NORTH
 CP0438'ON NORTHWEST STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW
 CP0438'WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9
 CP0438'MILE TO A FIVE POINT INTERSECTION.  CONTINUE NORTHWEST ON DELTA
 CP0438'DRIVE (U.S. HIGHWAY 49) FOR 3.25 MILES TO I-220 OVERPASS.  CONTINUE
 CP0438'NORTHWEST ON U.S. HIGHWAY 49 FOR 3.5 MILES TO A CROSSROAD.
 CP0438'CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 0.3 MILE TO THE STATION
 CP0438'ON THE LEFT.
 CP0438'
 CP0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MILES NORTHEAST
 CP0438'OF CLINTON.
 CP0438
 CP0438                          STATION RECOVERY (1977)
 CP0438
 CP0438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0438'5.3 MI NE FROM CLINTON.
 CP0438'THE MARK IS LOCATED 5.3 MILES NORTHEAST OF CLINTON, 9 MILES NORTHWEST
 CP0438'OF THE CENTER OF DOWNTOWN JACKSON, 4.8 MILES SOUTH OF THE COMMUNITY OF
 CP0438'POCAHONTAS ON TOP OF A HILL IN AN OPEN PASTURE OWNED BY MR. ARTHUR S.
 CP0438'MIDDLETON OF 919 PINEHURST STREET, JACKSON, MISSISSIPPI IN THE
 CP0438'SOUTHEAST 1/4 OF SECTION 34, T 7N, R 1W.  IT IS 145.5 FEET SOUTHWEST
 CP0438'OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 143.5 FEET WEST
 CP0438'OF A UTILITY POLE, 68.5 FEET SOUTH-SOUTHWEST OF ANOTHER UTILITY POLE,
 CP0438'64.5 FEET NORTHWEST OF A 12 INCH TWIN OAK, 55 FEET SOUTHWEST OF A
 CP0438'RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN
 CP0438'THE TOP OF A ROUND CONCRETE POST ABOUT 14 FEET ABOVE THE LEVEL OF THE
 CP0438'HIGHWAY AND ABOUT 16 INCHES BELOW THE GROUND ACCESS WHICH IS HAD
 CP0438'THROUGH A 4 INCH CONCRETE TILE.  NOTE-- TO REACH FROM THE OLD CAPITOL
 CP0438'BUILDING AT THE END OF CAPITOL STREET IN JACKSON GO NORTH ON STATE
 CP0438'STREET FOR 2 MILES TO THE INTERSECTION OF WOODROW WILSON BLVD.  TURN
 CP0438'LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 1.25 MILES TO A FIVE
 CP0438'POINT INTERSECTION.  CONTINUE NORTHWEST ON DELTA DRIVE (US HIGHWAY 49)
 CP0438'FOR 3.25 MILES TO THE I-220 OVERPASS.  CONTINUE NORTHWEST ON U.S.
 CP0438'HIGHWAY 49 FOR 3.5 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON
 CP0438'HIGHWAY 49 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CP0438
 CP0438                          STATION RECOVERY (1981)
 CP0438
 CP0438'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0438'RECOVERED IN GOOD CONDITION.
 CP0438
 CP0438                          STATION RECOVERY (1983)
 CP0438
 CP0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CP0438'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK NO 4
 CP0438'WAS RECOVERED IN FAIR CONDITION, IT WAS SOLIDLY IN PLACE BUT APPEARS
 CP0438'TO HAVE MOVED SLIGHTLY TO THE EAST AND IS AT EDGE OF ERODED BANK.
 CP0438'REFERENCE MARK NO 3 WAS FOUND NOT USABLE, IT WAS MOVED WHEN BANK
 CP0438'ERODED AWAY.  THE AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED.
 CP0438'THE CLINTON MUNICIAL WATER TANK WAS VISIBLE AND USED AS AN AZIMUTH
 CP0438'AND OBSERVATIONS WERE MADE TO A MICROWAVE MAST AT THIS TIME.  NEW
 CP0438'REFERENCE MARKS NO 5 AND NO 6 WERE ALSO ESTABLISHED.  A NEW
 CP0438'DESCRIPTION FOLLOWS.
 CP0438'
 CP0438'THE STATION IS LOCATED 9 MILES NORTHWEST OF THE CENTER OF JACKSON, 5.3
 CP0438'MILES NORTHEAST OF CLINTON, 4.8 MILES SOUTH OF POCAHONTAS, IN THE
 CP0438'SOUTHEAST QUARTER OF SECTION 34, T 7N, R 1W, ON PROPERTY OF ARTHUR 3.
 CP0438'MIDDLETON OF 919 PINEHURST STREET, JACKSON, MS.
 CP0438'
 CP0438'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND I-220 IN THE
 CP0438'NORTHWEST EDGE OF JACKSON, GO NORTH ON U.S. HIGHWAY 49 FOR 3.8 MILES
 CP0438'TO THE STATION ON THE LEFT.
 CP0438'
 CP0438'STATION IS A STANDARD DISK, STAMPED---CYNTHIA 2 1957---SET IN TOP OF
 CP0438'A CONCRETE POST ABOUT 16 INCHES BELOW THE GROUND.  IT IS 44.35 METERS
 CP0438'(145.5 FEET) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANES ON
 CP0438'HIGHWAY 49, 43.74 METERS (143.5 FEET) WEST OF A POWER POLE, 19.66
 CP0438'METERS (64.5 FEET) NORTHWEST OF A 20-INCH OAK TREE, 39.32 METER
 CP0438'(129.0 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 27.13
 CP0438'METERS (89.0 FEET) EAST OF A POLE WITH YARD LIGHT AND 0.30 METER (1.0
 CP0438'FOOT) WEST OF A METAL WITNESS POST AND SIGN.
 CP0438'
 CP0438'REFERENCE MARK NO 4 IS A STANDARD DISK, STAMPED---CYNTHIA 2 NO 4
 CP0438'1957---SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 CP0438'IT IS 25.76 METERS (84.5 FEET) SOUTHWEST OF SOUTH BOUND LANES OF
 CP0438'HIGHWAY 23.16 METERS (76.0 FEET) NORTHEAST OF A 20-INCH OAK TREE,
 CP0438'18.14 METERS (59.5 FEET) NORTHWEST OF A POWER POLE AND 0.30 METER
 CP0438'(1.0 FOOT) SOUTHWEST OF A METAL WITNESS POST AND SIGN.  NOTE---THIS
 CP0438'MARK IS AT EDGE OF AN ERODING BANK AND SHOULD BE USED WITH CAUTION.
 CP0438'
 CP0438'REFERENCE MARK NO 5 IS A STANDARD NGS DISK, STAMPED---CYNTHIA 2 1957
 CP0438'NO 5 1983---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP0438'GROUND.  IT IS 41.76 METERS (137.0 FEET) EAST OF THE SOUTHEAST CORNER
 CP0438'OF HOUSE, 9.14 METER (30.0 FEET) SOUTHWEST OF A POWER POLE, 2.13
 CP0438'METERS (7.0 FEET) SOUTHWEST OF EDGE OF BANK, 0.49 METER (1.6 FEET)
 CP0438'SOUTHEAST OF BASE OF GUY WIRE FOR POLE AND 0.30 METER (1.0 FOOT)
 CP0438'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CP0438'
 CP0438'REFERENCE MARK NO 6 IS A STANDARD NGS DISK, STAMPED---CYNTHIA 2 1957
 CP0438'NO 6 1983---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP0438'GROUND.  IT IS 48.31 METERS (158.5 FEET) SOUTH OF A POWER POLE WITH A
 CP0438'TRANSFORMER, 32.00 METERS (105.0 FEET) WEST OF A 20-INCH OAK TREE,
 CP0438'24.84 METERS (81.5 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 CP0438'HOUSE AND 13.11 METERS (43.0 FEET) EAST OF A POLE WITH YARD LIGHT.
 CP0438
 CP0438                          STATION RECOVERY (2005)
 CP0438
 CP0438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CP0438'I FOLLOWED THE DIRECTIONS OF THE PREVIOUS RECOVERY THAT WAS DONE IN
 CP0438'1981, AND EVERY THING WAS CORRECT.  WHEN I GOT TO THE LAND I FOLLOWED
 CP0438'THE DIRECTIONS, BUT THE ONLY THING I COULD LOCAT WERE THE LIGHT POLES.
 CP0438'IT WAS APPARENT THAT SOME CONSTRUCTION WORK HAD BEEN DONE.  HOWEVER, I
 CP0438'COULD NOT DETERMINE WHEN IT WAS DONE.  MOST OF THE TREES HAD BEEN
 CP0438'CLEARED FROM THE AREA, SO THERE IS A GOOD CHANCE THAT HE MARK WAS
 CP0438'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0439 ***********************************************************************
 CP0439  DESIGNATION -  CYNTHIA 2 RM 3
 CP0439  PID         -  CP0439
 CP0439  STATE/COUNTY-  MS/HINDS
 CP0439  USGS QUAD   -  POCAHONTAS (1980)
 CP0439
 CP0439                         *CURRENT SURVEY CONTROL
 CP0439  ___________________________________________________________________
 CP0439* NAD 83(1986)-  32 24 13.     (N)    090 16 51.     (W)     SCALED    
 CP0439* NAVD 88     -        95.78   (+/-2cm)     314.2    (feet)  VERTCON   
 CP0439  ___________________________________________________________________
 CP0439  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0439  VERT ORDER  -  THIRD (See Below)
 CP0439
 CP0439.The horizontal coordinates were scaled from a topographic map and have
 CP0439.an estimated accuracy of +/- 6 seconds.
 CP0439
 CP0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0439.The vertical order pertains to the NGVD 29 superseded value.
 CP0439
 CP0439.The geoid height was determined by GEOID03.
 CP0439
 CP0439;                    North         East    Units  Estimated Accuracy
 CP0439;SPC MS W     -   321,910.      704,940.      MT  (+/- 180 meters Scaled)
 CP0439
 CP0439                          SUPERSEDED SURVEY CONTROL
 CP0439
 CP0439  NGVD 29 (??/??/??)   95.86   (m)          314.5    (f) RESET       3  
 CP0439
 CP0439.Superseded values are not recommended for survey control.
 CP0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0439.See file dsdata.txt to determine how the superseded data were derived.
 CP0439
 CP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR557884(NAD 83)
 CP0439_MARKER: DR = REFERENCE MARK DISK
 CP0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0439_STAMPING: CYNTHIA 2 NO 3 1957
 CP0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0439+STABILITY: SURFACE MOTION
 CP0439
 CP0439  HISTORY     - Date     Condition        Report By
 CP0439  HISTORY     - 1957     MONUMENTED       CGS
 CP0439  HISTORY     - 1977     GOOD             MSHD
 CP0439  HISTORY     - 19811001 GOOD             MSSU
 CP0439
 CP0439                          STATION DESCRIPTION
 CP0439
 CP0439'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0439'5.3 MI NE FROM CLINTON.
 CP0439'THE MARK IS LOCATED 5.3 MILES NORTHEAST OF CLINTON, 9 MILES NORTHWEST
 CP0439'OF THE CENTER OF DOWNTOWN JACKSON, 4.8 MILES SOUTH OF THE COMMUNITY OF
 CP0439'POCAHONTAS ON THE SOUTHWEST RIGHT OF WAY OF U.S. HIGHWAY 49 IN THE
 CP0439'SOUTHEAST 1/4 OF SECTION 34, T 7N, R 1W.  IT IS 66.29 FEET
 CP0439'NORTH-NORTHEAST OF THE STATION, 154.5 FEET NORTHWEST OF A UTILITY
 CP0439'POLE, 117.5 FEET NORTH OF A 12 INCH TWIN OAK, 82 FEET SOUTHWEST OF THE
 CP0439'CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 6 FEET NORTHEAST OF A
 CP0439'RIGHT OF WAY FENCE, 3.5 FEET SOUTHEAST OF A UTILITY POLE, 1 FOOT WEST
 CP0439'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 CP0439'14 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CP0439'NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT THE EAST END OF
 CP0439'CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR 2 MILES TO THE
 CP0439'INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW
 CP0439'WILSON BLVD. FOR 1.25 MILES TO A FIRE POINT INTERSECTION. CONTINUE
 CP0439'NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.25 MILES TO THE I-220
 CP0439'OVERPASS.  CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 3.5 MILES TO A
 CP0439'CROSSROAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 0.3 MILE TO THE
 CP0439'MARK ON THE LEFT.
 CP0439
 CP0439                          STATION RECOVERY (1981)
 CP0439
 CP0439'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0440 ***********************************************************************
 CP0440  DESIGNATION -  CYNTHIA 2 RM 4
 CP0440  PID         -  CP0440
 CP0440  STATE/COUNTY-  MS/HINDS
 CP0440  USGS QUAD   -  POCAHONTAS (1980)
 CP0440
 CP0440                         *CURRENT SURVEY CONTROL
 CP0440  ___________________________________________________________________
 CP0440* NAD 83(1986)-  32 24 13.     (N)    090 16 51.     (W)     SCALED    
 CP0440* NAVD 88     -        96.25   (+/-2cm)     315.8    (feet)  VERTCON   
 CP0440  ___________________________________________________________________
 CP0440  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0440  VERT ORDER  -  THIRD (See Below)
 CP0440
 CP0440.The horizontal coordinates were scaled from a topographic map and have
 CP0440.an estimated accuracy of +/- 6 seconds.
 CP0440
 CP0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0440.The vertical order pertains to the NGVD 29 superseded value.
 CP0440
 CP0440.The geoid height was determined by GEOID03.
 CP0440
 CP0440;                    North         East    Units  Estimated Accuracy
 CP0440;SPC MS W     -   321,910.      704,940.      MT  (+/- 180 meters Scaled)
 CP0440
 CP0440                          SUPERSEDED SURVEY CONTROL
 CP0440
 CP0440  NGVD 29 (??/??/??)   96.33   (m)          316.0    (f) RESET       3  
 CP0440
 CP0440.Superseded values are not recommended for survey control.
 CP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0440.See file dsdata.txt to determine how the superseded data were derived.
 CP0440
 CP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR557884(NAD 83)
 CP0440_MARKER: DR = REFERENCE MARK DISK
 CP0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0440_STAMPING: CYNTHIA 2 NO 4 1957
 CP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0440+STABILITY: SURFACE MOTION
 CP0440
 CP0440  HISTORY     - Date     Condition        Report By
 CP0440  HISTORY     - 1957     MONUMENTED       CGS
 CP0440  HISTORY     - 1977     GOOD             MSHD
 CP0440
 CP0440                          STATION DESCRIPTION
 CP0440
 CP0440'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0440'5.3 MI NE FROM CLINTON.
 CP0440'THE MARK IS LOCATED 5.3 MILES NORTHEAST OF CLINTON, 9 MILES NORTHWEST
 CP0440'OF THE CENTER OF DOWNTOWN JACKSON, 4.8 MILES SOUTH OF THE COMMUNITY OF
 CP0440'POCAHONTAS ON THE SOUTHWEST RIGHT OF WAY OF U.S. HIGHWAY 49 IN THE
 CP0440'SOUTHEAST 1/4 OF SECTION 34, T 7N, R 1W.  IT IS 99.27 FEET EAST OF THE
 CP0440'STATION, 98.5 FEET SOUTHEAST OF A UTILITY POLE, 84.5 FEET SOUTHWEST OF
 CP0440'THE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 49, 76 FEET NORTHEAST OF
 CP0440'A 12 INCH TWIN OAK, 59.5 FEET NORTHWEST OF A UTILITY POLE, 2.5 FEET
 CP0440'NORTHEAST OF A RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 CP0440'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 14 FEET ABOVE THE
 CP0440'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH
 CP0440'FROM THE OLD CAPITOL BUILDING AT THE EAST END OF CAPITOL STREET IN
 CP0440'JACKSON GO NORTH ON STATE STREET FOR 2 MILES TO THE INTERSECTION OF
 CP0440'WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD.
 CP0440'FOR 1.25 MILES TO A FIRE POINT INTERSECTION. CONTINUE NORTHWEST ON
 CP0440'DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.25 MILES TO THE I-220 OVERPASS.
 CP0440'CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 3.5 MILES TO A CROSSROAD.
 CP0440'CONTINUE NORTHWEST ON HIGHWAY 49 FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2540 ***********************************************************************
 CP2540  DESIGNATION -  CYPRESS
 CP2540  PID         -  CP2540
 CP2540  STATE/COUNTY-  MS/YAZOO
 CP2540  USGS QUAD   -  BERRYVILLE (1989)
 CP2540
 CP2540                         *CURRENT SURVEY CONTROL
 CP2540  ___________________________________________________________________
 CP2540* NAD 83(1993)-  32 44 47.79129(N)    090 13 25.57454(W)     ADJUSTED  
 CP2540* NAVD 88     -        78.96   (+/-2cm)     259.1    (feet)  VERTCON   
 CP2540  ___________________________________________________________________
 CP2540  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CP2540  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CP2540  HORZ ORDER  -  FIRST
 CP2540  VERT ORDER  -  THIRD ? (See Below)
 CP2540
 CP2540.The horizontal coordinates were established by classical geodetic methods
 CP2540.and adjusted by the National Geodetic Survey in May 1994.
 CP2540
 CP2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2540.The vertical order pertains to the NGVD 29 superseded value.
 CP2540
 CP2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2540
 CP2540.The geoid height was determined by GEOID03.
 CP2540
 CP2540;                    North         East     Units Scale Factor Converg.
 CP2540;SPC MS W     -   359,944.424   710,267.636   MT  0.99995130   +0 03 33.4
 CP2540;SPC MS W     - 1,180,917.66  2,330,269.74   sFT  0.99995130   +0 03 33.4
 CP2540;UTM  15      - 3,626,607.116   760,125.101   MT  1.00043444   +1 30 09.3
 CP2540
 CP2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2540!SPC MS W     -   0.99999183  x   0.99995130  =   0.99994313
 CP2540!UTM  15      -   0.99999183  x   1.00043444  =   1.00042627
 CP2540
 CP2540:                Primary Azimuth Mark                     Grid Az
 CP2540:SPC MS W     -  CYPRESS AZ MK                            066 35 09.6
 CP2540:UTM  15      -  CYPRESS AZ MK                            065 08 33.7
 CP2540
 CP2540|---------------------------------------------------------------------|
 CP2540| PID    Reference Object                     Distance      Geod. Az  |
 CP2540|                                                           dddmmss.s |
 CP2540| CY4201 CYPRESS AZ MK                                      0663843.0 |
 CP2540| CY4202 CYPRESS RM 1                         21.459 METERS 13943     |
 CP2540| CY4203 CYPRESS RM 2                         24.977 METERS 21519     |
 CP2540|---------------------------------------------------------------------|
 CP2540
 CP2540                          SUPERSEDED SURVEY CONTROL
 CP2540
 CP2540  NAD 83(1986)-  32 44 47.80480(N)    090 13 25.57050(W) AD(       ) 1
 CP2540  NAD 27      -  32 44 47.31770(N)    090 13 25.25450(W) AD(       ) 1
 CP2540  NGVD 29 (07/19/86)   79.04   (m)          259.3    (f) LEVELING    3  
 CP2540
 CP2540.Superseded values are not recommended for survey control.
 CP2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2540.See file dsdata.txt to determine how the superseded data were derived.
 CP2540
 CP2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS6012526607(NAD 83)
 CP2540_MARKER: DS = TRIANGULATION STATION DISK
 CP2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2540
 CP2540  HISTORY     - Date     Condition        Report By
 CP2540  HISTORY     - 1959     MONUMENTED       CGS
 CP2540  HISTORY     - 1967     GOOD             MSHD
 CP2540
 CP2540                          STATION DESCRIPTION
 CP2540
 CP2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2540'THE STATION IS ABOUT 8 MILES EAST AND 6-1/2 MILES NORTH OF
 CP2540'BENTONIA, 5 MILES SOUTH AND 2 MILES EAST OF BENTON, ON THE
 CP2540'HIGHEST POINT OF A TERRACED HILL AND ON THE PROPERTY OF
 CP2540'MR. F.T. CAMPBELL WHO LIVES JUST WEST OF THE STATION.  IT IS
 CP2540'IN THE NORTHWEST 1/4 OF SECTION 5, T 10 N, R 1 E.
 CP2540'
 CP2540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CP2540'16 AND 433 IN BENTON, GO EASTERLY ON HIGHWAY 16 FOR 3.0 MILES
 CP2540'TO A CHURCH AND SIDE ROAD ON THE LEFT, CONTINUE ON THE HIGHWAY
 CP2540'FOR 1.6 MILES TO A STORE AND SIDE ROAD ON THE RIGHT, TURN
 CP2540'RIGHT AND GO SOUTH ON MACADAM ROAD FOR 2.2 MILES TO A CROSSROADS
 CP2540'AND CHURCH IN SOUTHWEST ANGLE, TURN RIGHT AND GO WEST ON
 CP2540'GRAVELED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT,
 CP2540'CONTINUE WEST FOR 0.45 MILE TO A WOOD GATE ON THE LEFT, TURN
 CP2540'LEFT THROUGH THE GATE AND FOLLOW TRACK ROAD SOUTH FOR 0.25
 CP2540'MILE TO TOP OF HILL AND STATION, THIS IS A PACK STATION
 CP2540'DURING WET WEATHER BECAUSE MR. CAMPBELL WANTS NO RUTS CUT IN
 CP2540'THE TERRACES.
 CP2540'
 CP2540'THE STATION MARKS ARE STANDARD DISKS, STAMPED CYPRESS 1959.
 CP2540'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 CP2540'POST WHICH IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 440 FEET
 CP2540'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF MR. CAMPBELLS
 CP2540'BARN, 255 FEET NORTHEAST OF A TELEPHONE POLE, 89 FEET
 CP2540'NORTH-NORTHEAST OF A 10-INCH CEDAR WITH TRIANGLE BLAZE ON
 CP2540'NORTHEAST SIDE, 79 FEET NORTHWEST OF A 12-INCH OAK TREE WITH
 CP2540'TRIANGLE BLAZE ON NORTHWEST SIDE AND 82 FEET NORTHEAST OF A
 CP2540'METAL WITNESS SIGNPOST.  THE UNDERGROUND DISK IS SET IN AN
 CP2540'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 CP2540'SURFACE.
 CP2540'
 CP2540'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CYPRESS NO 1 1959,
 CP2540'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 6
 CP2540'INCHES.  IT IS 277 FEET EAST-NORTHEAST OF THE TELEPHONE LINE POLE,
 CP2540'97 FEET EAST-NORTHEAST OF THE CEDAR TREE, AND 9 FEET
 CP2540'NORTH-NORTHWEST OF THE OAK TREE.
 CP2540'
 CP2540'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CYPRESS NO 2 1959,
 CP2540'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2540'5 INCHES.  IT IS 185 FEET EAST-NORTHEAST OF THE TELEPHONE
 CP2540'LINE POLE, 96 FEET WEST OF THE OAK TREE, 7 FEET NORTH OF THE
 CP2540'CEDAR TREE AND 2-1/2 FEET EAST OF THE WITNESS POST.
 CP2540'
 CP2540'AZIMUTH MARK IS A STANDARD DISK, STAMPED CYPRESS 1959, SET IN
 CP2540'THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 6
 CP2540'INCHES.  IT IS 36 FEET SOUTHEAST OF THE CENTER OF THE CURVE IN
 CP2540'THE GRAVELED ROAD, 17 FEET WEST-SOUTHWEST OF A FENCE CORNER
 CP2540'AND 1 FOOT SOUTHEAST OF A METAL, WITNESS SIGNPOST.  IT IS IN
 CP2540'A ROAD RIGHT-OF-WAY FENCE AND IN THE NORTH EDGE OF A CULTIVATED
 CP2540'FIELD.
 CP2540'
 CP2540'THE DISTANCE BETWEEN REFERENCE MARK 1 AND 2 IS 93.80 FEET,
 CP2540'28.591 METERS.
 CP2540'
 CP2540'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2540
 CP2540                          STATION RECOVERY (1967)
 CP2540
 CP2540'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2540'THE STATION WAS VISITED JANUARY 25, 1967 AND ALL MARKS WERE FOUND IN
 CP2540'GOOD CONDITION.
 CP2540'
 CP2540'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHEAST OF BENTON,
 CP2540'10.9 MILES NORTHEAST OF BENTONIA, 13 MILES SOUTHEAST OF YAZOO CITY,
 CP2540'AND IS IN THE NW 1/4 OF SECTION 5, T10N, R1E ON THE PROPERTY OF
 CP2540'MR. F. T. CAMPBELL WHO LIVES WEST OF THE STATION.
 CP2540'
 CP2540'(NOTE) THE STATION IS LOCATED IN A PASTURE SO DO NOT TRY TO DRIVE TO
 CP2540'IT DURING WET WEATHER.  MR. CAMPBELL DOESNT WANT ANY RUTS CUT
 CP2540'THROUGH HIS TERRACES.
 CP2540'
 CP2540'TO REACH FROM THE U.S. POST OFFICE IN BENTON, GO NORTHEAST ON
 CP2540'MISS. HWY. 16 FOR 0.1 MILE TO MISS. HIGHWAY 433 ON THE RIGHT.  TURN
 CP2540'RIGHT, SOUTH, AND CONTINUE ON MISSISSIPPI HIGHWAY 433 FOR 2.05
 CP2540'MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH-SOUTHEAST, AND
 CP2540'CONTINUE ON A BLACKTOP ROAD FOR 4.1 MILES TO A SIDE ROAD LEFT.
 CP2540'TURN LEFT, SOUTHEAST, AND CONTINUE ON AN ALL WEATHER ROAD
 CP2540'FOR 0.15 MILE TO A DRIVEWAY LEADING TO A HOUSE ON THE LEFT AND A
 CP2540'GATE ON THE RIGHT.  (TURN RIGHT, SOUTHWEST, PASSING THROUGH THE
 CP2540'GATE AND CONTINUE THROUGH A PASTURE FOR APPROXIMATELY 0.25 MILE TO
 CP2540'THE TOP OF A HILL AND THE STATION AS DESCRIBED.) TO REACH THE
 CP2540'AZIMUTH CONTINUE SOUTHEAST ON AN ALL WEATHER ROAD FOR 0.45 MILE
 CP2540'TO A CURVE IN THE ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 CP2540'
 CP2540'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF AN 11 INCH
 CP2540'SQUARE POST.  STATION DISK IS STAMPED CYPRESS (1959) AND IS 10
 CP2540'INCHES BELOW THE GROUND.  IT IS 440 FEET EAST-SOUTHEAST OF THE
 CP2540'SOUTHEAST CORNER OF A WHITE PAINTED BARN, 255 FEET NORTHEAST OF
 CP2540'A TELEPHONE POLE, 248 FEET EAST OF AN 18-INCH OAK AND 210 FEET
 CP2540'NORTHEAST OF A 30-INCH OAK.
 CP2540'
 CP2540'R.M. 1 IS 277 FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 143 FEET
 CP2540'NORTHWEST OF A 30-INCH OAK, IS STAMPED CYPRESS NO 1 (1959).
 CP2540'
 CP2540'R.M. 2 IS 185 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 183 FEET
 CP2540'NORTHWEST OF A 30-INCH OAK AND 2.3 FEET EAST OF A METAL WITNESS
 CP2540'POST, IS STAMPED CYPRESS NO. 2 (1959).
 CP2540'
 CP2540'AZIMUTH MARK IS 42.5 FEET SOUTHEAST OF THE CENTER OF THE CURVE IN THE
 CP2540'GRAVEL ROAD, 17 FEET WEST-SOUTHWEST OF A FENCE CORNER, 1 FOOT
 CP2540'SOUTHEAST OF A METAL WITNESS POST AND 0.5 FEET NORTHWEST OF A
 CP2540'FENCE, IS STAMPED CYPRESS (1959).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0286 ***********************************************************************
 CP0286  DESIGNATION -  D 1
 CP0286  PID         -  CP0286
 CP0286  STATE/COUNTY-  MS/HINDS
 CP0286  USGS QUAD   -  CLINTON (1980)
 CP0286
 CP0286                         *CURRENT SURVEY CONTROL
 CP0286  ___________________________________________________________________
 CP0286* NAD 83(1986)-  32 20 15.     (N)    090 19 48.     (W)     SCALED    
 CP0286* NAVD 88     -       107.516  (meters)     352.74   (feet)  ADJUSTED  
 CP0286  ___________________________________________________________________
 CP0286  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP0286  DYNAMIC HT  -         107.392 (meters)     352.34  (feet)  COMP
 CP0286  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CP0286
 CP0286  VERT ORDER  -  FIRST     CLASS II
 CP0286
 CP0286.The horizontal coordinates were scaled from a topographic map and have
 CP0286.an estimated accuracy of +/- 6 seconds.
 CP0286
 CP0286.The orthometric height was determined by differential leveling
 CP0286.and adjusted in June 1991.
 CP0286
 CP0286.The geoid height was determined by GEOID03.
 CP0286
 CP0286.The dynamic height is computed by dividing the NAVD 88
 CP0286.geopotential number by the normal gravity value computed on the
 CP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0286.degrees latitude (g = 980.6199 gals.).
 CP0286
 CP0286.The modeled gravity was interpolated from observed gravity values.
 CP0286
 CP0286;                    North         East    Units  Estimated Accuracy
 CP0286;SPC MS W     -   314,570.      700,310.      MT  (+/- 180 meters Scaled)
 CP0286
 CP0286                          SUPERSEDED SURVEY CONTROL
 CP0286
 CP0286  NGVD 29 (??/??/??)  107.528  (m)          352.78   (f) ADJUSTED    1 2
 CP0286
 CP0286.Superseded values are not recommended for survey control.
 CP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0286.See file dsdata.txt to determine how the superseded data were derived.
 CP0286
 CP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR513809(NAD 83)
 CP0286_MARKER: DB = BENCH MARK DISK
 CP0286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP0286_SP_SET: STEP
 CP0286_STAMPING: D 1 1933 353
 CP0286_MARK LOGO: USGS  
 CP0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0286+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0286
 CP0286  HISTORY     - Date     Condition        Report By
 CP0286  HISTORY     - 1933     MONUMENTED       USGS
 CP0286  HISTORY     - 1977     GOOD             MSHD
 CP0286  HISTORY     - 19900120 GOOD             USPSQD
 CP0286  HISTORY     - 19920610 GOOD             NGS
 CP0286  HISTORY     - 20040902 MARK NOT FOUND   MSSU
 CP0286
 CP0286                          STATION DESCRIPTION
 CP0286
 CP0286'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0286'IN CLINTON.
 CP0286'THE MARK IS LOCATED 1 BLOCK WEST OF THE NORTH ENTRANCE TO MISSISSIPPI
 CP0286'COLLEGE IN THE WEST END OF THE BOTTOM STEP OF A FLIGHT OF STEPS
 CP0286'LEADING TO THE COLLEGE OPPOSITE JEFFERSON STREET IN CLINTON IN THE
 CP0286'NORTHEAST 1/4 OF SECTION 30, T 6N, R 1W.  THE 1968 LOCAL MEASUREMENTS
 CP0286'ARE CORRECT.  SOME ADDITIONAL MEASUREMENTS WERE TAKEN AT THIS TIME. IT
 CP0286'IS 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE LOVE IS IMMORTAL
 CP0286'MONUMENT AND 58 FEET SOUTHWEST OF THE MISSISSIPPI COLLEGE HISTORICAL
 CP0286'SIGN.
 CP0286
 CP0286                          STATION RECOVERY (1990)
 CP0286
 CP0286'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0286'RECOVERED IN GOOD CONDITION.
 CP0286
 CP0286                          STATION RECOVERY (1992)
 CP0286
 CP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0286'IN CLINTON, AT THE INTERSECTION OF COLLEGE AND JEFFERSON STREETS, IN
 CP0286'TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE BOTTOM CONCRETE
 CP0286'STEP OF A WALKWAY LEADING TO THE MISSISSIPPI COLLEGE, 11.7 M
 CP0286'(38.4 FT) SOUTH OF THE CENTERLINE OF COLLEGE STREET, 7.1 M (23.3 FT)
 CP0286'WEST OF THE EXTENDED CENTER OF JEFFERSON STREET, 1.6 M (5.2 FT)
 CP0286'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK PILLAR, AND 1.0 M
 CP0286'(3.3 FT) ABOVE THE LEVEL OF THE STREET.
 CP0286
 CP0286                          STATION RECOVERY (2004)
 CP0286
 CP0286'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004 (ELW)
 CP0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0354 ***********************************************************************
 BW0354  DESIGNATION -  D 10
 BW0354  PID         -  BW0354
 BW0354  STATE/COUNTY-  MS/PIKE
 BW0354  USGS QUAD   -  HOLMESVILLE (1972)
 BW0354
 BW0354                         *CURRENT SURVEY CONTROL
 BW0354  ___________________________________________________________________
 BW0354* NAD 83(1986)-  31 10 58.     (N)    090 19 48.     (W)     SCALED    
 BW0354* NAVD 88     -        95.67   (+/-2cm)     313.9    (feet)  VERTCON   
 BW0354  ___________________________________________________________________
 BW0354  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0354
 BW0354.The horizontal coordinates were scaled from a topographic map and have
 BW0354.an estimated accuracy of +/- 6 seconds.
 BW0354
 BW0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0354.The vertical order pertains to the NGVD 29 superseded value.
 BW0354
 BW0354.The geoid height was determined by GEOID03.
 BW0354
 BW0354;                    North         East    Units  Estimated Accuracy
 BW0354;SPC MS W     -   186,540.      700,320.      MT  (+/- 180 meters Scaled)
 BW0354
 BW0354                          SUPERSEDED SURVEY CONTROL
 BW0354
 BW0354  NGVD 29 (??/??/??)   95.685  (m)          313.93   (f) ADJUSTED    1 2
 BW0354
 BW0354.Superseded values are not recommended for survey control.
 BW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0354.See file dsdata.txt to determine how the superseded data were derived.
 BW0354
 BW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ544529(NAD 83)
 BW0354_MARKER: DB = BENCH MARK DISK
 BW0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0354_STAMPING: D 10 1934 314.176
 BW0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0354+STABILITY: SURFACE MOTION
 BW0354
 BW0354  HISTORY     - Date     Condition        Report By
 BW0354  HISTORY     - 1934     MONUMENTED       CGS
 BW0354  HISTORY     - 1968     GOOD             MSHD
 BW0354
 BW0354                          STATION DESCRIPTION
 BW0354
 BW0354'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0354'8.2 MI NE FROM MAGNOLIA.
 BW0354'THE MARK IS LOCATED 8.2 MILES NE OF THE APPROXIMATE CENTER OF MAGNOLIA
 BW0354'IN THE SW ANGLE OF A CROSSROADS AND IN THE NW ANGLE OF THE CROSSING OF
 BW0354'THE FERNWOOD, COLUMBIA AND GULF RAILROAD TRACK WITH A GRAVELED ROAD,
 BW0354'8.4 MILES SE OF MCCOMB IN THE NE 1/4 OF SECTION 31, T 3N, R 9E. IT IS
 BW0354'64 FEET SW OF THE CENTER OF THE CROSSROADS, 51 FEET NW OF THE CENTER
 BW0354'OF THE CROSSING, 38 FEET NORTH OF THE NORTH RAIL, 27 FEET WEST OF THE
 BW0354'CENTER OF A GRAVELED ROAD, 63 FEET SOUTH OF THE CENTER OF A GRAVELED
 BW0354'ROAD, 33 FEET SOUTH OF A GUY POLE, 87 FEET NW OF TELEPHONE LINE POLE
 BW0354'NO. 303, 16 FEET SW OF A RAILROAD STOP SIGN, 1 FOOT WEST OF A METAL
 BW0354'WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT
 BW0354'LEVEL WITH THE TRACK AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE
 BW0354'U.S. POST OFFICE IN MCCOMB GO SE ON DELAWARE AVENUE FOR 0.3 MILE TO
 BW0354'THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION). TURN
 BW0354'RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0
 BW0354'MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN LEFT (NORTHEAST) AND
 BW0354'CONTINUE ON U.S. HIGHWAY 98 FOR 8.3 MILES TO A CROSSROADS WITH A STORE
 BW0354'IN THE SE ANGLE.  TURN RIGHT (SW) AND CONTINUE ON AN ALL WEATHER ROAD
 BW0354'FOR 0.5 MILE TO A CROSSROADS AND THE MARK IN THE SOUTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0953 ***********************************************************************
 CO0953  DESIGNATION -  D 100
 CO0953  PID         -  CO0953
 CO0953  STATE/COUNTY-  MS/LEAKE
 CO0953  USGS QUAD   -  CARTHAGE (1989)
 CO0953
 CO0953                         *CURRENT SURVEY CONTROL
 CO0953  ___________________________________________________________________
 CO0953* NAD 83(1986)-  32 44 46.     (N)    089 30 34.     (W)     SCALED    
 CO0953* NAVD 88     -       110.179  (meters)     361.48   (feet)  ADJUSTED  
 CO0953  ___________________________________________________________________
 CO0953  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CO0953  DYNAMIC HT  -         110.054 (meters)     361.07  (feet)  COMP
 CO0953  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CO0953
 CO0953  VERT ORDER  -  SECOND    CLASS 0
 CO0953
 CO0953.The horizontal coordinates were scaled from a topographic map and have
 CO0953.an estimated accuracy of +/- 6 seconds.
 CO0953
 CO0953.The orthometric height was determined by differential leveling
 CO0953.and adjusted in June 1991.
 CO0953
 CO0953.The geoid height was determined by GEOID03.
 CO0953
 CO0953.The dynamic height is computed by dividing the NAVD 88
 CO0953.geopotential number by the normal gravity value computed on the
 CO0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0953.degrees latitude (g = 980.6199 gals.).
 CO0953
 CO0953.The modeled gravity was interpolated from observed gravity values.
 CO0953
 CO0953;                    North         East    Units  Estimated Accuracy
 CO0953;SPC MS E     -   360,090.      236,640.      MT  (+/- 180 meters Scaled)
 CO0953
 CO0953                          SUPERSEDED SURVEY CONTROL
 CO0953
 CO0953  NGVD 29 (??/??/92)  110.205  (m)          361.56   (f) ADJ UNCH    2 0
 CO0953
 CO0953.Superseded values are not recommended for survey control.
 CO0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0953.See file dsdata.txt to determine how the superseded data were derived.
 CO0953
 CO0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB648259(NAD 83)
 CO0953_MARKER: DB = BENCH MARK DISK
 CO0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0953_SP_SET: CONCRETE POST
 CO0953_STAMPING: D100 1935
 CO0953_MARK LOGO: CGS   
 CO0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0953+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1988
 CO0953
 CO0953  HISTORY     - Date     Condition        Report By
 CO0953  HISTORY     - 1935     MONUMENTED       CGS
 CO0953  HISTORY     - 1964     GOOD             MSHD
 CO0953  HISTORY     - 19880727 POOR             MSHD
 CO0953
 CO0953                          STATION DESCRIPTION
 CO0953
 CO0953'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0953'1.6 MI E FROM CARTHAGE.
 CO0953'TO REACH THE MARK FROM THE POST OFFICE IN CARTHAGE, GO 1.6 MILES
 CO0953'NORTHEAST ALONG STATE HIGHWAY 16 TO THE MARK ON THE RIGHT.  THE MARK
 CO0953'IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 84
 CO0953'FEET SOUTHWEST OF A POWERLINE POLE, 79 FEET SOUTHWEST OF THE SOUTHWEST
 CO0953'CORNER OF A WHITE FRAME HOUSE, 58 FEET EAST OF THE SOUTHWEST CORNER OF
 CO0953'A GARDEN FENCE, 26 FEET WEST OF THE SOUTHEAST CORNER, 24 FEET NORTH OF
 CO0953'THE CENTER OF THE STREET, 5 FEET NORTH OF THE GARDEN FENCE, 1 FOOT
 CO0953'BELOW THE LEVEL OF THE STREET, AND PROJECTS 8 INCHES. A METAL WITNESS
 CO0953'POST WAS SET 1.9 FOOT SOUTH OF THE MARK.
 CO0953
 CO0953                          STATION RECOVERY (1988)
 CO0953
 CO0953'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0953'MARK WAS FOUND AS DESCRIBED BY RLW 1975, EXCEPT THE MARK IS NOW
 CO0953'LEANING ABOUT 45 DEGREES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1015 ***********************************************************************
 CO1015  DESIGNATION -  D 100 A
 CO1015  PID         -  CO1015
 CO1015  STATE/COUNTY-  MS/LEAKE
 CO1015  USGS QUAD   -  CARTHAGE (1989)
 CO1015
 CO1015                         *CURRENT SURVEY CONTROL
 CO1015  ___________________________________________________________________
 CO1015* NAD 83(1986)-  32 44 17.     (N)    089 31 03.     (W)     SCALED    
 CO1015* NAVD 88     -       111.501  (meters)     365.82   (feet)  ADJUSTED  
 CO1015  ___________________________________________________________________
 CO1015  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CO1015  DYNAMIC HT  -         111.375 (meters)     365.40  (feet)  COMP
 CO1015  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CO1015
 CO1015  VERT ORDER  -  SECOND    CLASS II
 CO1015
 CO1015.The horizontal coordinates were scaled from a topographic map and have
 CO1015.an estimated accuracy of +/- 6 seconds.
 CO1015
 CO1015.The orthometric height was determined by differential leveling
 CO1015.and adjusted in June 1991.
 CO1015
 CO1015.The geoid height was determined by GEOID03.
 CO1015
 CO1015.The dynamic height is computed by dividing the NAVD 88
 CO1015.geopotential number by the normal gravity value computed on the
 CO1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1015.degrees latitude (g = 980.6199 gals.).
 CO1015
 CO1015.The modeled gravity was interpolated from observed gravity values.
 CO1015
 CO1015;                    North         East    Units  Estimated Accuracy
 CO1015;SPC MS E     -   359,200.      235,880.      MT  (+/- 180 meters Scaled)
 CO1015
 CO1015                          SUPERSEDED SURVEY CONTROL
 CO1015
 CO1015  NGVD 29 (??/??/92)  111.523  (m)          365.89   (f) ADJ UNCH    2 2
 CO1015
 CO1015.Superseded values are not recommended for survey control.
 CO1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1015.See file dsdata.txt to determine how the superseded data were derived.
 CO1015
 CO1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB641250(NAD 83)
 CO1015_MARKER: DD = SURVEY DISK
 CO1015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO1015_SP_SET: CULVERT HEADWALL
 CO1015_STAMPING: D100A 1975
 CO1015_MARK LOGO: MSHD  
 CO1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1015+STABILITY: SURFACE MOTION
 CO1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1015+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 CO1015
 CO1015  HISTORY     - Date     Condition        Report By
 CO1015  HISTORY     - UNK      MONUMENTED
 CO1015  HISTORY     - 19880721 GOOD             MSHD
 CO1015  HISTORY     - 19880727 GOOD             MSHD
 CO1015  HISTORY     - 20081130 GOOD             MSSU
 CO1015
 CO1015                          STATION DESCRIPTION
 CO1015
 CO1015'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1015'ABOUT 0.75 MILE (1.21 KM) EAST OF THE CENTER OF CARTHAGE IN A CONCRETE
 CO1015'BOX CULVERT UNDER FRANKLIN STREET AT THE JUNCTION OF MCKAY DRIVE IN
 CO1015'THE SOUTHWEST 1/4 OF SEC 6, T 10 N, R 3 E.  IT IS 14 FEET (4.3 M)
 CO1015'NORTH OF THE CENTER OF FRANKLIN STREET (OLD HIGHWAY 16) , 35 FEET
 CO1015'(10.7 M) EAST OF THE CENTER OF MCKAY DRIVE, 53.5 FEET (16.3 M)
 CO1015'NORTHWEST OF POLE NO 805, 2 FEET (0.6 M) EAST OF THE WEST END OF THE
 CO1015'HEADWALL, 2.5 FEET (0.8 M) EAST OF A METAL WITNESS POST SET IN A
 CO1015'DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A 6 X 6 FOOT
 CO1015'(1.8 M) CONCRETE BOX CULVERT AND IS ABOUT LEVEL WITH THE STREET.  TO
 CO1015'REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND STATE HIGHWAY 35
 CO1015'IN CARTHAGE GO EAST ON STATE HIGHWAY 16 FOR 0.8 MILE (1.3 KM) TO THE
 CO1015'JUNCTION OF JEFFERSON STREET, TURN LEFT AND GO NORTH ON JEFFERSON
 CO1015'STREET FOR 0.25 MILE (0.40 KM) TO A T INTERSECTION, TURN RIGHT AND GO
 CO1015'EAST ON FRANKLIN STREET FOR 0.15 MILE (0.24 KM) TO THE JUNCTION OF
 CO1015'MCKAY DRIVE AND THE MARK ON THE LEFT.
 CO1015
 CO1015                          STATION RECOVERY (1988)
 CO1015
 CO1015'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1015'RECOVERED IN GOOD CONDITION.
 CO1015
 CO1015                          STATION RECOVERY (2008)
 CO1015
 CO1015'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (AKS)
 CO1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0732 ***********************************************************************
 CO0732  DESIGNATION -  D 101
 CO0732  PID         -  CO0732
 CO0732  STATE/COUNTY-  MS/NESHOBA
 CO0732  USGS QUAD   -  PHILADELPHIA (1982)
 CO0732
 CO0732                         *CURRENT SURVEY CONTROL
 CO0732  ___________________________________________________________________
 CO0732* NAD 83(1986)-  32 48 05.     (N)    089 07 00.     (W)     SCALED    
 CO0732* NAVD 88     -       125.089  (meters)     410.40   (feet)  ADJUSTED  
 CO0732  ___________________________________________________________________
 CO0732  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CO0732  DYNAMIC HT  -         124.946 (meters)     409.93  (feet)  COMP
 CO0732  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CO0732
 CO0732  VERT ORDER  -  SECOND    CLASS 0
 CO0732
 CO0732.The horizontal coordinates were scaled from a topographic map and have
 CO0732.an estimated accuracy of +/- 6 seconds.
 CO0732
 CO0732.The orthometric height was determined by differential leveling
 CO0732.and adjusted in June 1991.
 CO0732
 CO0732.The geoid height was determined by GEOID03.
 CO0732
 CO0732.The dynamic height is computed by dividing the NAVD 88
 CO0732.geopotential number by the normal gravity value computed on the
 CO0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0732.degrees latitude (g = 980.6199 gals.).
 CO0732
 CO0732.The modeled gravity was interpolated from observed gravity values.
 CO0732
 CO0732;                    North         East    Units  Estimated Accuracy
 CO0732;SPC MS E     -   366,050.      273,460.      MT  (+/- 180 meters Scaled)
 CO0732
 CO0732                          SUPERSEDED SURVEY CONTROL
 CO0732
 CO0732  NGVD 29 (??/??/92)  125.094  (m)          410.41   (f) ADJ UNCH    2 0
 CO0732
 CO0732.Superseded values are not recommended for survey control.
 CO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0732.See file dsdata.txt to determine how the superseded data were derived.
 CO0732
 CO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB018312(NAD 83)
 CO0732_MARKER: DB = BENCH MARK DISK
 CO0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0732_STAMPING: D 101 1935
 CO0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0732+STABILITY: SURFACE MOTION
 CO0732
 CO0732  HISTORY     - Date     Condition        Report By
 CO0732  HISTORY     - 1935     MONUMENTED       CGS
 CO0732  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0732
 CO0732                          STATION DESCRIPTION
 CO0732
 CO0732'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0732'2.1 MI N FROM PHILADELPHIA.
 CO0732'2.1 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO RAILROAD FROM THE
 CO0732'STATION AT PHILADELPHIA, NESHOBA COUNTY, 105 FEET NORTH OF BRIDGE NO.
 CO0732'197.6, 42 FEET WEST OF THE WEST RAIL, AND 30 FEET SOUTHWEST OF THE
 CO0732'CENTERLINE OF A MAIN ROAD LEADING NORTHWEST.  A STANDARD DISK STAMPED
 CO0732'D 101 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE BRIDGE
 CO0732'MENTIONED IN THE DESCRIPTION HAS BEEN REPLACED BY A LARGE PIPE AND THE
 CO0732'DISTANCE GIVEN, NOW FALLS ON STATE HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0155 ***********************************************************************
 CO0155  DESIGNATION -  D 103
 CO0155  PID         -  CO0155
 CO0155  STATE/COUNTY-  MS/GREENE
 CO0155  USGS QUAD   -  BOLIGEE (1987)
 CO0155
 CO0155                         *CURRENT SURVEY CONTROL
 CO0155  ___________________________________________________________________
 CO0155* NAD 83(1986)-  32 51 27.     (N)    088 05 54.     (W)     SCALED    
 CO0155* NAVD 88     -        42.704  (meters)     140.10   (feet)  ADJUSTED  
 CO0155  ___________________________________________________________________
 CO0155  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO0155  DYNAMIC HT  -          42.656 (meters)     139.95  (feet)  COMP
 CO0155  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CO0155
 CO0155  VERT ORDER  -  SECOND    CLASS 0
 CO0155
 CO0155.The horizontal coordinates were scaled from a topographic map and have
 CO0155.an estimated accuracy of +/- 6 seconds.
 CO0155
 CO0155.The orthometric height was determined by differential leveling
 CO0155.and adjusted in June 1991.
 CO0155
 CO0155.The geoid height was determined by GEOID03.
 CO0155
 CO0155.The dynamic height is computed by dividing the NAVD 88
 CO0155.geopotential number by the normal gravity value computed on the
 CO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0155.degrees latitude (g = 980.6199 gals.).
 CO0155
 CO0155.The modeled gravity was interpolated from observed gravity values.
 CO0155
 CO0155;                    North         East    Units  Estimated Accuracy
 CO0155;SPC MS E     -   372,480.      368,800.      MT  (+/- 180 meters Scaled)
 CO0155
 CO0155                          SUPERSEDED SURVEY CONTROL
 CO0155
 CO0155  NGVD 29 (??/??/92)   42.676  (m)          140.01   (f) ADJ UNCH    2 0
 CO0155
 CO0155.Superseded values are not recommended for survey control.
 CO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0155.See file dsdata.txt to determine how the superseded data were derived.
 CO0155
 CO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB972360(NAD 83)
 CO0155_MARKER: DB = BENCH MARK DISK
 CO0155_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0155_SP_SET: CONCRETE FOOTING
 CO0155_STAMPING: D 103 1935
 CO0155_MARK LOGO: CGS   
 CO0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0155+STABILITY: SURFACE MOTION
 CO0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0155+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 CO0155
 CO0155  HISTORY     - Date     Condition        Report By
 CO0155  HISTORY     - 1935     MONUMENTED       CGS
 CO0155  HISTORY     - 19930804 GOOD             MSHD
 CO0155
 CO0155                          STATION DESCRIPTION
 CO0155
 CO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0155'IN MOUNT HEBRON.
 CO0155'AT MOUNT HEBRON, GREENE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 CO0155'RAILWAY, 1-1/2 POLES NORTH OF MILEPOST 700, AT THE STATION, IN THE
 CO0155'FACE OF THE CONCRETE FOUNDATION, DIRECTLY UNDER THE CENTER OF THE
 CO0155'TICKET-OFFICE WINDOW, AND 20 FEET EAST OF THE CENTER LINE OF THE
 CO0155'TRACK.  A STANDARD DISK, STAMPED D 103 1935 AND SET VERTICALLY.
 CO0155
 CO0155                          STATION RECOVERY (1993)
 CO0155
 CO0155'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 CO0155'THE MARK IS LOCATED ABOUT 0.2 MI (0.3 KM) SOUTH OF THE CENTER OF
 CO0155'LOURIN, IN THE BASE OF THE CENTER OF A DISMANTLED WATER TOWER, ON THE
 CO0155'WEST SIDE OF THE I.C.G RAILROAD TRACK, 6.3 MI (10.1 KM)
 CO0155'NORTH-NORTHEAST OF BAY SPRINGS AND IS IN SECTION 27, T 3N, R 10E.
 CO0155'TO REACH FROM THE CROSSROADS JUST NORTH OF THE POST OFFICE IN LOURIN,
 CO0155'GO WEST ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO A SIDE ROAD LEFT JUST
 CO0155'BEYOND THE RAILROAD TRACK, TURN LEFT AND GO SOUTH ON A NARROW PAVED
 CO0155'ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.
 CO0155'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 CO0155'THE CONCRETE BASE FOR THE CENTER PIPE OF AN ABANDONED 8 LEGGED WATER
 CO0155'TOWER, ABOUT 1.5 FT (0.5 M) ABOVE THE GROUND, ABOUT LEVEL WITH THE
 CO0155'TRACK, 42.0 FT (12.8 M) EAST OF THE CENTER OF A NARROW PAVED ROAD AND
 CO0155'25.0 FT (7.6 M) WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0814 ***********************************************************************
 CO0814  DESIGNATION -  D 103
 CO0814  PID         -  CO0814
 CO0814  STATE/COUNTY-  MS/JASPER
 CO0814  USGS QUAD   -  LOUIN (1982)
 CO0814
 CO0814                         *CURRENT SURVEY CONTROL
 CO0814  ___________________________________________________________________
 CO0814* NAD 83(1986)-  32 04 04.     (N)    089 15 43.     (W)     SCALED    
 CO0814* NAVD 88     -       124.31   (+/-2cm)     407.8    (feet)  VERTCON   
 CO0814  ___________________________________________________________________
 CO0814  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CO0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0814
 CO0814.The horizontal coordinates were scaled from a topographic map and have
 CO0814.an estimated accuracy of +/- 6 seconds.
 CO0814
 CO0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0814.The vertical order pertains to the NGVD 29 superseded value.
 CO0814
 CO0814.The geoid height was determined by GEOID03.
 CO0814
 CO0814;                    North         East    Units  Estimated Accuracy
 CO0814;SPC MS E     -   284,750.      259,530.      MT  (+/- 180 meters Scaled)
 CO0814
 CO0814                          SUPERSEDED SURVEY CONTROL
 CO0814
 CO0814  NGVD 29 (??/??/92)  124.306  (m)          407.83   (f) ADJ UNCH    2 0
 CO0814
 CO0814.Superseded values are not recommended for survey control.
 CO0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0814.See file dsdata.txt to determine how the superseded data were derived.
 CO0814
 CO0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA864501(NAD 83)
 CO0814_MARKER: DB = BENCH MARK DISK
 CO0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0814_SP_SET: CENTER BASE
 CO0814_STAMPING: D 103 1935
 CO0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0814+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 CO0814
 CO0814  HISTORY     - Date     Condition        Report By
 CO0814  HISTORY     - 1935     MONUMENTED       CGS
 CO0814  HISTORY     - 1966     GOOD             MSHD
 CO0814  HISTORY     - 20080201 GOOD             MSDOT
 CO0814
 CO0814                          STATION DESCRIPTION
 CO0814
 CO0814'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0814'0.2 MI S FROM LOUIN.
 CO0814'TO REACH FROM THE U.S. POST OFFICE IN LOUIN GO SOUTH ON HIGHWAY 15 FOR
 CO0814'0.05 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.1 MILES ACROSS THE
 CO0814'RAILROAD TRACK TO A ROAD CROSSING, TURN LEFT AND GO 0.15 MILES TO THE
 CO0814'TOWER STRUCTURE AND THE BENCH ON THE LEFT SET IN THE SOUTHEAST CORNER
 CO0814'OF THE CENTER BASE OF THE WATER PIPE.  IT IS 42 FEET EAST OF THE
 CO0814'CENTER OF A GRAVEL ROAD, 200 FEET NORTHWEST OF MILEPOST 142, AND 25
 CO0814'FEET WEST OF THE WEST RAIL.  NOTE-- THE WATER TANK HAS BEEN REMOVED
 CO0814'BUT THE FOUNDATION IS GOOD.
 CO0814
 CO0814                          STATION RECOVERY (2008)
 CO0814
 CO0814'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 CO0814'TO REACH FROM THE U.S. POST OFFICE IN LOUIN, GO NORTH ON HIGHWAY 15
 CO0814'FOR 150 FEET TO CR 1539,
 CO0814'TURN LEFT AND GO 0.1 MILES ACROSS THE RAILROAD TRACK TO A ROAD
 CO0814'CROSSING,
 CO0814'TURN LEFT ON CR 15397 AND GO 0.15 MILES TO THE TOWER STRUCTURE AND THE
 CO0814'BENCH ON THE LEFT SET IN THE SOUTHEAST CORNER OF THE CENTER BASE OF
 CO0814'THE WATER TOWER.
 CO0814'IT IS 42 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 200 FEET NORTHWEST
 CO0814'OF MILEPOST 142,
 CO0814'AND 25 FEET WEST OF THE WEST RAIL.
 CO0814'NOTE- THE WATER TANK HAS BEEN REMOVED BUT THE FOUNDATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0602 ***********************************************************************
 BV0602  DESIGNATION -  D 104
 BV0602  PID         -  BV0602
 BV0602  STATE/COUNTY-  MS/JONES
 BV0602  USGS QUAD   -  OVETT (1985)
 BV0602
 BV0602                         *CURRENT SURVEY CONTROL
 BV0602  ___________________________________________________________________
 BV0602* NAD 83(1986)-  31 29 11.     (N)    089 03 39.     (W)     SCALED    
 BV0602* NAVD 88     -        55.88   (+/-2cm)     183.3    (feet)  VERTCON   
 BV0602  ___________________________________________________________________
 BV0602  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BV0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0602
 BV0602.The horizontal coordinates were scaled from a topographic map and have
 BV0602.an estimated accuracy of +/- 6 seconds.
 BV0602
 BV0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0602.The vertical order pertains to the NGVD 29 superseded value.
 BV0602
 BV0602.The geoid height was determined by GEOID03.
 BV0602
 BV0602;                    North         East    Units  Estimated Accuracy
 BV0602;SPC MS E     -   220,220.      278,390.      MT  (+/- 180 meters Scaled)
 BV0602
 BV0602                          SUPERSEDED SURVEY CONTROL
 BV0602
 BV0602  NGVD 29 (??/??/92)   55.887  (m)          183.36   (f) ADJ UNCH    2 0
 BV0602
 BV0602.Superseded values are not recommended for survey control.
 BV0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0602.See file dsdata.txt to determine how the superseded data were derived.
 BV0602
 BV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV042853(NAD 83)
 BV0602_MARKER: DB = BENCH MARK DISK
 BV0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0602_STAMPING: D 104 1935
 BV0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0602+STABILITY: SURFACE MOTION
 BV0602
 BV0602  HISTORY     - Date     Condition        Report By
 BV0602  HISTORY     - 1935     MONUMENTED       CGS
 BV0602  HISTORY     - 1964     GOOD             MSHD
 BV0602
 BV0602                          STATION DESCRIPTION
 BV0602
 BV0602'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0602'1.8 MI NW FROM OVETT.
 BV0602'TO REACH THE MARK FROM THE CROSSING OF A BLACKTOP ROAD AND THE
 BV0602'RAILROAD IN OVETT, GO TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT,
 BV0602'NORTHWEST AND GO 0.8 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT,
 BV0602'NORTHWEST AND GO 0.8 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 BV0602'GO 0.05 MILE TO THE RAILROAD AND THE MARK ON THE RIGHT, IN THE
 BV0602'SOUTHWEST ANGLE.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 BV0602'ROUND, CONCRETE POST.  IT IS ABOUT LEVEL WITH THE TRACK AND PROJECTS 6
 BV0602'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0848 ***********************************************************************
 CO0848  DESIGNATION -  D 105
 CO0848  PID         -  CO0848
 CO0848  STATE/COUNTY-  MS/SMITH
 CO0848  USGS QUAD   -  HOMEWOOD (1968)
 CO0848
 CO0848                         *CURRENT SURVEY CONTROL
 CO0848  ___________________________________________________________________
 CO0848* NAD 83(1986)-  32 12 26.     (N)    089 30 17.     (W)     SCALED    
 CO0848* NAVD 88     -       151.75   (+/-2cm)     497.9    (feet)  VERTCON   
 CO0848  ___________________________________________________________________
 CO0848  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CO0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0848
 CO0848.The horizontal coordinates were scaled from a topographic map and have
 CO0848.an estimated accuracy of +/- 6 seconds.
 CO0848
 CO0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0848.The vertical order pertains to the NGVD 29 superseded value.
 CO0848
 CO0848.The geoid height was determined by GEOID03.
 CO0848
 CO0848;                    North         East    Units  Estimated Accuracy
 CO0848;SPC MS E     -   300,320.      236,700.      MT  (+/- 180 meters Scaled)
 CO0848
 CO0848                          SUPERSEDED SURVEY CONTROL
 CO0848
 CO0848  NGVD 29 (??/??/92)  151.743  (m)          497.84   (f) ADJ UNCH    2 0
 CO0848
 CO0848.Superseded values are not recommended for survey control.
 CO0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0848.See file dsdata.txt to determine how the superseded data were derived.
 CO0848
 CO0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA639661(NAD 83)
 CO0848_MARKER: DB = BENCH MARK DISK
 CO0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0848_STAMPING: D 105 1935
 CO0848_MARK LOGO: CGS   
 CO0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0848+STABILITY: SURFACE MOTION
 CO0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0848+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0848
 CO0848  HISTORY     - Date     Condition        Report By
 CO0848  HISTORY     - 1935     MONUMENTED       CGS
 CO0848  HISTORY     - 1966     GOOD             MSHD
 CO0848  HISTORY     - 19991220 GOOD             NGS
 CO0848  HISTORY     - 20020410 MARK NOT FOUND   CRAFT
 CO0848
 CO0848                          STATION DESCRIPTION
 CO0848
 CO0848'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0848'13.65 MI N FROM RALEIGH.
 CO0848'TO REACH FROM THE COURTHOUSE IN RALEIGH GO NORTH ON HIGHWAY 35 FOR
 CO0848'13.65 MILES TO A DRIVEWAY AND THE MARK ON THE RIGHT AS DESCRIBED.  IT
 CO0848'IS 101 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT PORCH OF A
 CO0848'WHITE HOUSE, 53 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 39 FEET
 CO0848'NORTH OF A SMALL CEDAR TREE, 33 FEET EAST OF CENTER OF HIGHWAY 35, AND
 CO0848'32 FEET SOUTH OF A 12 INCH ELM TREE.  NOTE-- MARK MAY ALSO BE REACHED
 CO0848'BY GOING 10.9 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 CO0848'OF U.S. HWY 80 AND STATE HWY. 35 IN FOREST, 0.1 MILE SOUTH OF A SIDE
 CO0848'ROAD LEADING SOUTHEAST AND IN THE SOUTHWEST SECTION OF THE FRONT YARD
 CO0848'OF A FARM HOUSE.
 CO0848
 CO0848                          STATION RECOVERY (1999)
 CO0848
 CO0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0848'RECOVERED, DESCRIPTION UPDATED BELOW.  HIGHWAY RECONSTRUCTION HAS
 CO0848'OBLITERATED ALL LANDMARKS IN VICINITY OF STATION.  IT IS NOW IN THE
 CO0848'EDGE OF THE WOODS ON THE EAST SIDE OF A WIRE FENCE ALONG THE EAST SIDE
 CO0848'OF THE NEW HIGHWAY RIGHT-OF-WAY ON THE OUTSIDE OF A GENTLE CURVE.  IT
 CO0848'IS ABOUT 5 M (16.4 FT) BELOW THE LEVEL OF THE ROAD.  THE MARK IS ABOUT
 CO0848'10 CM ABOVE THE GROUND SURFACE.
 CO0848
 CO0848                          STATION RECOVERY (2002)
 CO0848
 CO0848'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CO0848'APPARENTLY DESTROYED BY MDOT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0446 ***********************************************************************
 BV0446  DESIGNATION -  D 107
 BV0446  PID         -  BV0446
 BV0446  STATE/COUNTY-  MS/JASPER
 BV0446  USGS QUAD   -  HEIDELBERG (1982)
 BV0446
 BV0446                         *CURRENT SURVEY CONTROL
 BV0446  ___________________________________________________________________
 BV0446* NAD 83(1986)-  31 57 15.     (N)    088 54 57.     (W)     SCALED    
 BV0446* NAVD 88     -       108.82   (+/-2cm)     357.0    (feet)  VERTCON   
 BV0446  ___________________________________________________________________
 BV0446  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BV0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0446
 BV0446.The horizontal coordinates were scaled from a topographic map and have
 BV0446.an estimated accuracy of +/- 6 seconds.
 BV0446
 BV0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0446.The vertical order pertains to the NGVD 29 superseded value.
 BV0446
 BV0446.The geoid height was determined by GEOID03.
 BV0446
 BV0446;                    North         East    Units  Estimated Accuracy
 BV0446;SPC MS E     -   272,070.      292,200.      MT  (+/- 180 meters Scaled)
 BV0446
 BV0446                          SUPERSEDED SURVEY CONTROL
 BV0446
 BV0446  NGVD 29 (??/??/92)  108.809  (m)          356.98   (f) ADJ UNCH    2 0
 BV0446
 BV0446.Superseded values are not recommended for survey control.
 BV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0446.See file dsdata.txt to determine how the superseded data were derived.
 BV0446
 BV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA189369(NAD 83)
 BV0446_MARKER: DB = BENCH MARK DISK
 BV0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0446_STAMPING: D 107 1935
 BV0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0446+STABILITY: SURFACE MOTION
 BV0446
 BV0446  HISTORY     - Date     Condition        Report By
 BV0446  HISTORY     - 1935     MONUMENTED       CGS
 BV0446  HISTORY     - 1966     GOOD             MSHD
 BV0446
 BV0446                          STATION DESCRIPTION
 BV0446
 BV0446'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0446'6.4 MI NE FROM HEIDELBERG.
 BV0446'TO REACH FROM THE U.S. POST OFFICE IN HEIDELBERG GO SOUTH ON OAK
 BV0446'AVENUE FOR APPROXIMATELY 100 FEET TO THE INTERSCTION OF HIGHWAY 528,
 BV0446'TURN LEFT AND GO 1.85 MILES TO THE INTERSECTION OF HIGHWAY 11, TURN
 BV0446'LEFT AND GO 6.0 MILES TO A CROSSROADS, TURN LEFT AND GO 0.2 MILES TO A
 BV0446'RAILROAD BRIDGE OVER THE ROAD.  THE MARK IS LOCATED APPROXIMATELY 0.1
 BV0446'MILES SOUTH OF THE BRIDGE IN THE SOUTHWEST CORNER OF SEMAPHORE NO. 33
 BV0446'+ 0 DIRECTLY EAST OF SEMAPHORE NO. 32 + 9.  IT IS 51 FEET SOUTHEAST OF
 BV0446'POLE NO. 25 A 69 AND 8 FEET EAST OF THE EAST RAIL. STANDARD DISK SET
 BV0446'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0632 ***********************************************************************
 BV0632  DESIGNATION -  D 108
 BV0632  PID         -  BV0632
 BV0632  STATE/COUNTY-  MS/LAMAR
 BV0632  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0632
 BV0632                         *CURRENT SURVEY CONTROL
 BV0632  ___________________________________________________________________
 BV0632* NAD 83(1986)-  31 20 37.     (N)    089 25 12.     (W)     SCALED    
 BV0632* NAVD 88     -        91.77   (+/-2cm)     301.1    (feet)  VERTCON   
 BV0632  ___________________________________________________________________
 BV0632  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BV0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0632
 BV0632.The horizontal coordinates were scaled from a topographic map and have
 BV0632.an estimated accuracy of +/- 6 seconds.
 BV0632
 BV0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0632.The vertical order pertains to the NGVD 29 superseded value.
 BV0632
 BV0632.The geoid height was determined by GEOID03.
 BV0632
 BV0632;                    North         East    Units  Estimated Accuracy
 BV0632;SPC MS E     -   204,520.      244,180.      MT  (+/- 180 meters Scaled)
 BV0632
 BV0632                          SUPERSEDED SURVEY CONTROL
 BV0632
 BV0632  NGVD 29 (??/??/92)   91.787  (m)          301.14   (f) ADJ UNCH    2 0
 BV0632
 BV0632.Superseded values are not recommended for survey control.
 BV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0632.See file dsdata.txt to determine how the superseded data were derived.
 BV0632
 BV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV697702(NAD 83)
 BV0632_MARKER: DB = BENCH MARK DISK
 BV0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0632_STAMPING: D 108 1935
 BV0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0632+STABILITY: SURFACE MOTION
 BV0632
 BV0632  HISTORY     - Date     Condition        Report By
 BV0632  HISTORY     - 1935     MONUMENTED       CGS
 BV0632  HISTORY     - 1964     GOOD             MSHD
 BV0632
 BV0632                          STATION DESCRIPTION
 BV0632
 BV0632'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0632'6.55 MI NW FROM HATTIESBURG.
 BV0632'TO REACH FROM THE OVERPASS OF 4TH STREET AND U.S. HIGHWAY 49 AT THE
 BV0632'NORTHEAST CORNER OF MISSISSIPPI SOUTHERN COLLEGE CAMPUS GO WEST ON 4TH
 BV0632'STREET FOR 1.05 MILES TO A CROSSROAD, CONTINUE WEST FOR 4.35 MILES TO
 BV0632'A DIRT ROAD ON THE RIGHT, TURN RIGHT, NORTH AND GO 0.7 MILE TO THE
 BV0632'RAILROAD AND THE MARK.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 BV0632'ROUND, CONCRETE POST.  IT IS 8 POLES WEST OF MILEPOST 9, AT THE TOP OF
 BV0632'THE EAST END OF A BANK, 50 FEET NORTH RAIL, AND 10 FEET NORTH OF THE
 BV0632'WEST GATE OF A FENCE, ABOUT LEVEL WITH THE TRACK AND PROJECTS 1 INCH.
 BV0632'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0995 ***********************************************************************
 BV0995  DESIGNATION -  D 109
 BV0995  PID         -  BV0995
 BV0995  STATE/COUNTY-  MS/LAWRENCE
 BV0995  USGS QUAD   -  PRENTISS WEST (1970)
 BV0995
 BV0995                         *CURRENT SURVEY CONTROL
 BV0995  ___________________________________________________________________
 BV0995* NAD 83(1986)-  31 36 48.     (N)    089 59 53.     (W)     SCALED    
 BV0995* NAVD 88     -        84.754  (meters)     278.06   (feet)  ADJUSTED  
 BV0995  ___________________________________________________________________
 BV0995  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BV0995  DYNAMIC HT  -          84.653 (meters)     277.73  (feet)  COMP
 BV0995  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 BV0995
 BV0995  VERT ORDER  -  SECOND    CLASS 0
 BV0995
 BV0995.The horizontal coordinates were scaled from a topographic map and have
 BV0995.an estimated accuracy of +/- 6 seconds.
 BV0995
 BV0995.The orthometric height was determined by differential leveling
 BV0995.and adjusted in May 1996.
 BV0995
 BV0995.The geoid height was determined by GEOID03.
 BV0995
 BV0995.The dynamic height is computed by dividing the NAVD 88
 BV0995.geopotential number by the normal gravity value computed on the
 BV0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0995.degrees latitude (g = 980.6199 gals.).
 BV0995
 BV0995.The modeled gravity was interpolated from observed gravity values.
 BV0995
 BV0995;                    North         East    Units  Estimated Accuracy
 BV0995;SPC MS W     -   234,330.      731,810.      MT  (+/- 180 meters Scaled)
 BV0995
 BV0995                          SUPERSEDED SURVEY CONTROL
 BV0995
 BV0995  NGVD 29 (??/??/92)   84.764  (m)          278.10   (f) ADJ UNCH    2 0
 BV0995
 BV0995.Superseded values are not recommended for survey control.
 BV0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0995.See file dsdata.txt to determine how the superseded data were derived.
 BV0995
 BV0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA155014(NAD 83)
 BV0995_MARKER: DB = BENCH MARK DISK
 BV0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0995_STAMPING: D 109 1935 (278.097)
 BV0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0995+STABILITY: SURFACE MOTION
 BV0995
 BV0995  HISTORY     - Date     Condition        Report By
 BV0995  HISTORY     - 1935     MONUMENTED       CGS
 BV0995  HISTORY     - 1956     GOOD             NGS
 BV0995
 BV0995                          STATION DESCRIPTION
 BV0995
 BV0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0995'IN SILVER CREEK.
 BV0995'LOCATED ALONG THE MISSISSIPPI CENTRAL RAILROAD, 1.0 MILE NORTH OF U.S.
 BV0995'HIGHWAY 98 IN SILVER CREEK, AT THE INTERSECTION WITH THE ILLINOIS
 BV0995'CENTRAL RAILROAD, 27 FEET SOUTH OF THE SOUTH RAIL OF THE MISSISSIPPI
 BV0995'CENTRAL RAILROAD, 22 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 BV0995'CENTRAL RAILROAD, 30 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 BV0995'AND AT MILEPOST M 28 ON THE ILLINOIS CENTRAL RAILROAD. IT IS A
 BV0995'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 BV0995'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THE MISSISSIPPI CENTRAL
 BV0995'RAILROAD STATION HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1016 ***********************************************************************
 BV1016  DESIGNATION -  D 110
 BV1016  PID         -  BV1016
 BV1016  STATE/COUNTY-  MS/LAWRENCE
 BV1016  USGS QUAD   -  SHIVERS (1971)
 BV1016
 BV1016                         *CURRENT SURVEY CONTROL
 BV1016  ___________________________________________________________________
 BV1016* NAD 83(1986)-  31 45 38.     (N)    089 58 36.     (W)     SCALED    
 BV1016* NAVD 88     -       116.03   (+/-2cm)     380.7    (feet)  VERTCON   
 BV1016  ___________________________________________________________________
 BV1016  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1016
 BV1016.The horizontal coordinates were scaled from a topographic map and have
 BV1016.an estimated accuracy of +/- 6 seconds.
 BV1016
 BV1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1016.The vertical order pertains to the NGVD 29 superseded value.
 BV1016
 BV1016.The geoid height was determined by GEOID03.
 BV1016
 BV1016;                    North         East    Units  Estimated Accuracy
 BV1016;SPC MS W     -   250,660.      733,790.      MT  (+/- 180 meters Scaled)
 BV1016
 BV1016                          SUPERSEDED SURVEY CONTROL
 BV1016
 BV1016  NGVD 29 (??/??/92)  116.030  (m)          380.68   (f) ADJ UNCH    2 0
 BV1016
 BV1016.Superseded values are not recommended for survey control.
 BV1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1016.See file dsdata.txt to determine how the superseded data were derived.
 BV1016
 BV1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA180177(NAD 83)
 BV1016_MARKER: DB = BENCH MARK DISK
 BV1016_SETTING: 0 = UNSPECIFIED SETTING
 BV1016_STAMPING: 380.675 D 110 1935
 BV1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1016
 BV1016  HISTORY     - Date     Condition        Report By
 BV1016  HISTORY     - 1935     MONUMENTED       CGS
 BV1016  HISTORY     - 1967     GOOD             MSHD
 BV1016  HISTORY     - 20000606 MARK NOT FOUND   NGS
 BV1016
 BV1016                          STATION DESCRIPTION
 BV1016
 BV1016'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV1016'2.1 MI NE FROM NEW HEBRON.
 BV1016'THE MARK IS LOCATED 2.1 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL
 BV1016'RAILROAD FORM THE STATION AT NEW HEBRON IN THE SOUTHEAST ANGLE OF A
 BV1016'PRIVATE ROAD CROSSING AND IS IN THE SOUTHWEST 1/4 OF SECTION 11, T
 BV1016'19N, R 20W.  IT IS 38 FEET EAST OF THE CENTER OF THE CROSSING, 21 FEET
 BV1016'NORTHEAST OF THE NORTHEAST RAIL, 71 FEET SOUTHEAST OF TELEPHONE POLE
 BV1016'NO. 399, 92 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD
 BV1016'BRIDGE AND IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST. TO REACH FROM
 BV1016'THE U.S. POST OFFICE IN NEW HEBRON GO WEST ON MAIN STREET FOR 0.05
 BV1016'MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 43. TURN RIGHT (NORTH)
 BV1016'AND CONTINUE ON MISSISSIPPI HIGHWAY 43 FOR 0.95 MILE TO A CROSSROADS.
 BV1016'CONTINUE NORTH OF MISSISSIPPI HIGHWAY 43 FOR 1.1 MILE TO A SIDE ROAD.
 BV1016'TURN RIGHT NORTHEAST AND CONTINUE ON A PRIVATE ROAD FOR 0.05 MILE TO
 BV1016'THE ILLINOIS CENTRAL RAILROAD TRACK AND THE MARK ON THE RIGHT AS
 BV1016'DESCRIBED.  THE PREVIOUS DESCRIPTION DESCRIBES THIS MARK AS BEING IN
 BV1016'SIMPSON COUNTY.
 BV1016
 BV1016                          STATION RECOVERY (2000)
 BV1016
 BV1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0913 ***********************************************************************
 BV0913  DESIGNATION -  D 111
 BV0913  PID         -  BV0913
 BV0913  STATE/COUNTY-  MS/LAMAR
 BV0913  USGS QUAD   -  BAXTERVILLE SW (1982)
 BV0913
 BV0913                         *CURRENT SURVEY CONTROL
 BV0913  ___________________________________________________________________
 BV0913* NAD 83(1986)-  31 05 49.     (N)    089 37 49.     (W)     SCALED    
 BV0913* NAVD 88     -       113.85   (+/-2cm)     373.5    (feet)  VERTCON   
 BV0913  ___________________________________________________________________
 BV0913  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BV0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0913
 BV0913.The horizontal coordinates were scaled from a topographic map and have
 BV0913.an estimated accuracy of +/- 6 seconds.
 BV0913
 BV0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0913.The vertical order pertains to the NGVD 29 superseded value.
 BV0913
 BV0913.The geoid height was determined by GEOID03.
 BV0913
 BV0913;                    North         East    Units  Estimated Accuracy
 BV0913;SPC MS E     -   177,300.      223,970.      MT  (+/- 180 meters Scaled)
 BV0913
 BV0913                          SUPERSEDED SURVEY CONTROL
 BV0913
 BV0913  NGVD 29 (??/??/92)  113.882  (m)          373.63   (f) ADJ UNCH    2 0
 BV0913
 BV0913.Superseded values are not recommended for survey control.
 BV0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0913.See file dsdata.txt to determine how the superseded data were derived.
 BV0913
 BV0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV491433(NAD 83)
 BV0913_MARKER: DB = BENCH MARK DISK
 BV0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0913_STAMPING: D 111 1935 373.654
 BV0913_MARK LOGO: CGS   
 BV0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0913+STABILITY: SURFACE MOTION
 BV0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0913+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0913
 BV0913  HISTORY     - Date     Condition        Report By
 BV0913  HISTORY     - 1935     MONUMENTED       CGS
 BV0913  HISTORY     - 1956     GOOD             NGS
 BV0913  HISTORY     - 20000203 GOOD             MSHD
 BV0913  HISTORY     - 20000301 GOOD             MSHD
 BV0913
 BV0913                          STATION DESCRIPTION
 BV0913
 BV0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0913'16.05 MI SE FROM COLUMBIA.
 BV0913'LOCATED 16.05 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE
 BV0913'COURTHOUSE IN COLUMBIA, TO A POIN WHERE THE HIGHWAY BEARS LEFT AND A
 BV0913'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.2 MILES TO THE MARK ON THE LEFT
 BV0913'AND THE BUTLER HOUSE ON THE RIGHT.  IT IS MIDWAY BETWEEN TWO RIGHT
 BV0913'ANGLE TURNS IN THE ROAD, 75 YARDS NORTHEAST OF THE BUTLER HOUSE, 46
 BV0913'FEET NORTH OF THE NORTHWEST CORNER OF A BARN WITH A TIN ROOF, 26 FEET
 BV0913'EAST OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET EAST OF A FENCE LINE.
 BV0913'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BV0913'INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0913
 BV0913                          STATION RECOVERY (2000)
 BV0913
 BV0913'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0913'TO REACH FROM HWY 13 AND SALT DOME RD. IN BAXTERVILLE, DRIVE WEST ON
 BV0913'HWY 13 FOR 3.6 MI, TURN LEFT ON ROUSE RD. AND GO 1.2 MI TO MARK.  MARK
 BV0913'IS 12 FT NORTH OF 15 IN PECAN AND 38 FT SOUTH OF 15 IN OAK.
 BV0913
 BV0913                          STATION RECOVERY (2000)
 BV0913
 BV0913'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0913'RECOVERED AS DESCRIBED.  TO REACH THE STATION FROM THE INTERSECTION OF
 BV0913'HWY 13 AND SALT DOME ROAD IN BAXTERVILLE, DRIVE WEST ON HWY 13 FOR 3.6
 BV0913'MI, (5.8 KM) TURN LEFT ON D.S.  ROUSE ROAD AND PROCEED SOUTH 1.2 MI
 BV0913'(1.9 KM) TO THE MARK AS DESCRIBED.  MARK IS 12 FT (3.7 M) NORTH OF A
 BV0913'15 INCH PECAN TREE AND 38 FT (11.6 M) SOUTH OF A 15 INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0654 ***********************************************************************
 BV0654  DESIGNATION -  D 12 RESET 1964
 BV0654  PID         -  BV0654
 BV0654  STATE/COUNTY-  MS/FORREST
 BV0654  USGS QUAD   -  HATTIESBURG (1982)
 BV0654
 BV0654                         *CURRENT SURVEY CONTROL
 BV0654  ___________________________________________________________________
 BV0654* NAD 83(1986)-  31 19 31.     (N)    089 20 48.     (W)     SCALED    
 BV0654* NAVD 88     -        66.59   (+/-2cm)     218.5    (feet)  VERTCON   
 BV0654  ___________________________________________________________________
 BV0654  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0654
 BV0654.The horizontal coordinates were scaled from a topographic map and have
 BV0654.an estimated accuracy of +/- 6 seconds.
 BV0654
 BV0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0654.The vertical order pertains to the NGVD 29 superseded value.
 BV0654
 BV0654.The geoid height was determined by GEOID03.
 BV0654
 BV0654;                    North         East    Units  Estimated Accuracy
 BV0654;SPC MS E     -   202,450.      251,140.      MT  (+/- 180 meters Scaled)
 BV0654
 BV0654                          SUPERSEDED SURVEY CONTROL
 BV0654
 BV0654  NGVD 29 (??/??/92)   66.610  (m)          218.54   (f) ADJ UNCH    2 0
 BV0654
 BV0654.Superseded values are not recommended for survey control.
 BV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0654.See file dsdata.txt to determine how the superseded data were derived.
 BV0654
 BV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV767680(NAD 83)
 BV0654_MARKER: DB = BENCH MARK DISK
 BV0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0654_SP_SET: CULVERT
 BV0654_STAMPING: D 12 RESET 1964
 BV0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0654
 BV0654  HISTORY     - Date     Condition        Report By
 BV0654  HISTORY     - 1964     MONUMENTED       CGS
 BV0654  HISTORY     - 1969     GOOD             MSHD
 BV0654  HISTORY     - 20071226 MARK NOT FOUND   INDIV
 BV0654
 BV0654                          STATION DESCRIPTION
 BV0654
 BV0654'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0654'3.3 MI W FROM HATTIESBURG.
 BV0654'THE MARK IS LOCATED 3.3 MILES WEST OF HATTIESBURG IN THE NORTH
 BV0654'HEADWALL OF A CULVERT WITH A WINGWALL ON THE WEST SIDE AT THE JUNCTION
 BV0654'OF 39TH AVENUE AND HARDY STREET.  IT IS 41 FEET NORTH OF THE CENTER OF
 BV0654'THE NORTH LANE OF U.S. HIGHWAY 98, 22.5 FEET EAST OF THE CENTER OF
 BV0654'39TH AVENUE, 17 FEET NORTH OF THE STREET MARKER, 53 FEET EAST OF AN
 BV0654'ENCO SIGN, 86 FEET NORTHWEST OF A UTILITY POLE WITH A LAMP ON IT, 4
 BV0654'FEET EAST OF THE WEST END OF THE HEADWALL, 4.5 FEET EAST OF A METAL
 BV0654'WITNESS POST, SET IN A DRILLED HOLE NEAR THE CENTER OF THE NORTH
 BV0654'HEADWALL OF A HALF ROUND CONCRETE PIPE UNDER HARDY STREET AND IS ABOUT
 BV0654'LEVEL WITH THE HIGHWAY.  TO REACH FROM THE SOUTH ENTRANCE TO THE
 BV0654'UNIVERSITY OF SOUTHERN MISSISSIPPI IN HATTIESBURG, GO WEST ON HARDY
 BV0654'STREET (U.S. HIGHWAY 98) FOR 0.8 MILE TO THE JUNCTION OF 39TH AVENUE
 BV0654'AND THE MARK ON THE RIGHT AS DESCRIBED.
 BV0654
 BV0654                          STATION RECOVERY (2007)
 BV0654
 BV0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (KM)
 BV0654'MARK NOT FOUND.  NO EVIDENCE OF MARK OR WITNESS POST NOTICED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0534 ***********************************************************************
 BV0534  DESIGNATION -  D 12 RESET 1974
 BV0534  PID         -  BV0534
 BV0534  STATE/COUNTY-  MS/FORREST
 BV0534  USGS QUAD   -  HATTIESBURG (1982)
 BV0534
 BV0534                         *CURRENT SURVEY CONTROL
 BV0534  ___________________________________________________________________
 BV0534* NAD 83(1986)-  31 19 31.     (N)    089 20 48.     (W)     SCALED    
 BV0534* NAVD 88     -        67.05   (+/-2cm)     220.0    (feet)  VERTCON   
 BV0534  ___________________________________________________________________
 BV0534  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV0534  VERT ORDER  -  THIRD (See Below)
 BV0534
 BV0534.The horizontal coordinates were scaled from a topographic map and have
 BV0534.an estimated accuracy of +/- 6 seconds.
 BV0534
 BV0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0534.The vertical order pertains to the NGVD 29 superseded value.
 BV0534
 BV0534.The geoid height was determined by GEOID03.
 BV0534
 BV0534;                    North         East    Units  Estimated Accuracy
 BV0534;SPC MS E     -   202,450.      251,140.      MT  (+/- 180 meters Scaled)
 BV0534
 BV0534                          SUPERSEDED SURVEY CONTROL
 BV0534
 BV0534  NGVD 29 (08/12/04)   67.07   (m)          220.0    (f) RESET       3  
 BV0534
 BV0534.Superseded values are not recommended for survey control.
 BV0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0534.See file dsdata.txt to determine how the superseded data were derived.
 BV0534
 BV0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV767680(NAD 83)
 BV0534_MARKER: DB = BENCH MARK DISK
 BV0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0534_SP_SET: CONCRETE CURB
 BV0534_STAMPING: D 12 RESET 1974
 BV0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0534
 BV0534  HISTORY     - Date     Condition        Report By
 BV0534  HISTORY     - 1974     MONUMENTED       NGS
 BV0534
 BV0534                          STATION DESCRIPTION
 BV0534
 BV0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BV0534'3.5 MI W FROM HATTIESBURG.
 BV0534'LOCATED 0.3 MILE SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN
 BV0534'HATTIESBURG, THENCE RIGHT, WEST ALONG U.S. HIGHWAY 98 FOR 2.1 MILES TO
 BV0534'THE JUNCTION OF U.S. HIGHWAY 49, CONTINUE WEST ON U.S. HIGHWAY 98
 BV0534'(HARDY STREET) FOR 1.1 MILES TO THE MARK ON THE RIGHT, IN THE
 BV0534'NORTHWEST ANGLE OF THE INTERSECTION OF HARDY STREET AND N. 39TH.
 BV0534'AVENUE, 82.4 FEET EAST OF POWERPOLE WITH TRANSFORMER, 60 FEET WEST OF
 BV0534'A CONCRETE STREET MARKER, 34 FEET WEST OF THE CENTER OF 39TH. AVENUE,
 BV0534'32 FEET NORTH OF THE CENTER OF HARDY STREET, 17.6 FEET SOUTH-SOUTHWEST
 BV0534'OF EXXON SIGN AND 0.6 FOOT NORTH OF THE EDGE OF CURB. IT IS A STANDARD
 BV0534'DISK SET IN A DRILL HOLE IN THE EAST END OF A CONCRETE CURB DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1196 ***********************************************************************
 BH1196  DESIGNATION -  D 122
 BH1196  PID         -  BH1196
 BH1196  STATE/COUNTY-  MS/HANCOCK
 BH1196  USGS QUAD   -  LOGTOWN (1993)
 BH1196
 BH1196                         *CURRENT SURVEY CONTROL
 BH1196  ___________________________________________________________________
 BH1196* NAD 83(1986)-  30 16 39.     (N)    089 32 40.     (W)     SCALED    
 BH1196* NAVD 88     -         5.523  (meters)      18.12   (feet)  ADJUSTED  
 BH1196  ___________________________________________________________________
 BH1196  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BH1196  DYNAMIC HT  -           5.516 (meters)      18.10  (feet)  COMP
 BH1196  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 BH1196
 BH1196  VERT ORDER  -  FIRST     CLASS I
 BH1196
 BH1196.The horizontal coordinates were scaled from a topographic map and have
 BH1196.an estimated accuracy of +/- 6 seconds.
 BH1196
 BH1196.The orthometric height was determined by differential leveling
 BH1196.and adjusted in February 1994.
 BH1196
 BH1196.The geoid height was determined by GEOID03.
 BH1196
 BH1196.The dynamic height is computed by dividing the NAVD 88
 BH1196.geopotential number by the normal gravity value computed on the
 BH1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1196.degrees latitude (g = 980.6199 gals.).
 BH1196
 BH1196.The modeled gravity was interpolated from observed gravity values.
 BH1196
 BH1196;                    North         East    Units  Estimated Accuracy
 BH1196;SPC MS E     -    86,400.      231,580.      MT  (+/- 180 meters Scaled)
 BH1196
 BH1196                          SUPERSEDED SURVEY CONTROL
 BH1196
 BH1196  NAVD 88 (06/15/91)    5.509  (m)           18.07   (f) UNKNOWN     1 1
 BH1196  NGVD 29 (??/??/??)    5.465  (m)           17.93   (f) ADJUSTED    1 1
 BH1196
 BH1196.Superseded values are not recommended for survey control.
 BH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1196.See file dsdata.txt to determine how the superseded data were derived.
 BH1196
 BH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU552522(NAD 83)
 BH1196_MARKER: DB = BENCH MARK DISK
 BH1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1196_SP_SET: CONCRETE POST
 BH1196_STAMPING: D 122 1938
 BH1196_MARK LOGO: CGS   
 BH1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1196+STABILITY: SURFACE MOTION
 BH1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1196+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1993
 BH1196
 BH1196  HISTORY     - Date     Condition        Report By
 BH1196  HISTORY     - 1938     MONUMENTED       CGS
 BH1196  HISTORY     - 1972     GOOD             MSHD
 BH1196  HISTORY     - 1977     GOOD             NGS
 BH1196  HISTORY     - 19930317 GOOD             NGS
 BH1196  HISTORY     - 20050707 MARK NOT FOUND   NGS
 BH1196
 BH1196                          STATION DESCRIPTION
 BH1196
 BH1196'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1196'4.6 MI NE FROM PEARLINGTON.
 BH1196'THE MARK IS LOCATED 4.6 MILES NORTHEAST OF PEARLINGTON ON THE
 BH1196'NORTHWEST ROW OF U.S. HIGHWAY 90, 0.9 MILES NORTHEAST OF A ROADSIDE
 BH1196'PARK AND TRUCK SCALES IN THE NORTHWEST 1/4 OF SECTION 7, T 9S, R 15W.
 BH1196'IT IS 77 FEET NORTHWEST OF THE CENTER OF HIGHWAY 90, 111 FEET
 BH1196'NORTHEAST OF THE CENTER OF A BLADED ROAD, 82 FEET NORTHEAST OF A ROW
 BH1196'MARKER, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 6
 BH1196'INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BH1196'AND PROJECTS 5 INCHES.  TO REACH FROM THE EAST END OF THE BRIDGE OVER
 BH1196'PEARL RIVER AT PEARLINGTON GO EAST ON U.S. HIGHWAY 90 FOR 3.8 MILES TO
 BH1196'A CROSSROAD.  CONTINUE NORTHEAST ON U.S. HIGHWAY 90 FOR 1.25 MILES TO
 BH1196'A BLADED ROAD AND THE MARK ON THE LEFT.
 BH1196
 BH1196                          STATION RECOVERY (1977)
 BH1196
 BH1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1196'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE EAST END OF THE
 BH1196'HIGHWAY BRIDGE OVER PEARL RIVER AT PEARLINGTTN, AT THE JUNCTION
 BH1196'OF A DIRT ROAD LEADING NORTHWEST (PINE ISLAND ROAD), 77 FT.
 BH1196'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 112 FT. NORTHEAST
 BH1196'OF THE CENTER LINE OF THE ROAD, 82 FT. NORTHEAST OF A CONCRETE
 BH1196'HIGHWAY RIGHT-OF-WAY MARKER.
 BH1196
 BH1196                          STATION RECOVERY (1993)
 BH1196
 BH1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1196'7.6 KM (4.70 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1196'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, 33.9 M (111.2 FT)
 BH1196'NORTHEAST OF THE CENTER OF A TRACK ROAD, 23.7 M (77.8 FT) NORTHWEST
 BH1196'OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 BH1196'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 BH1196'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 BH1196
 BH1196                          STATION RECOVERY (2005)
 BH1196
 BH1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0493 ***********************************************************************
 CO0493  DESIGNATION -  D 124
 CO0493  PID         -  CO0493
 CO0493  STATE/COUNTY-  MS/NEWTON
 CO0493  USGS QUAD   -  CHUNKY (1983)
 CO0493
 CO0493                         *CURRENT SURVEY CONTROL
 CO0493  ___________________________________________________________________
 CO0493* NAD 83(1986)-  32 19 20.     (N)    088 56 54.     (W)     SCALED    
 CO0493* NAVD 88     -        92.116  (meters)     302.22   (feet)  ADJUSTED  
 CO0493  ___________________________________________________________________
 CO0493  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO0493  DYNAMIC HT  -          92.009 (meters)     301.87  (feet)  COMP
 CO0493  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 CO0493
 CO0493  VERT ORDER  -  FIRST     CLASS I
 CO0493
 CO0493.The horizontal coordinates were scaled from a topographic map and have
 CO0493.an estimated accuracy of +/- 6 seconds.
 CO0493
 CO0493.The orthometric height was determined by differential leveling
 CO0493.and adjusted in June 1991.
 CO0493
 CO0493.The geoid height was determined by GEOID03.
 CO0493
 CO0493.The dynamic height is computed by dividing the NAVD 88
 CO0493.geopotential number by the normal gravity value computed on the
 CO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0493.degrees latitude (g = 980.6199 gals.).
 CO0493
 CO0493.The modeled gravity was interpolated from observed gravity values.
 CO0493
 CO0493;                    North         East    Units  Estimated Accuracy
 CO0493;SPC MS E     -   312,880.      289,170.      MT  (+/- 180 meters Scaled)
 CO0493
 CO0493                          SUPERSEDED SURVEY CONTROL
 CO0493
 CO0493  NGVD 29 (??/??/??)   92.106  (m)          302.18   (f) ADJUSTED    1 1
 CO0493
 CO0493.Superseded values are not recommended for survey control.
 CO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0493.See file dsdata.txt to determine how the superseded data were derived.
 CO0493
 CO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA166778(NAD 83)
 CO0493_MARKER: DB = BENCH MARK DISK
 CO0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0493_SP_SET: CONCRETE POST
 CO0493_STAMPING: D 123 1938
 CO0493_MARK LOGO: CGS   
 CO0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0493+STABILITY: SURFACE MOTION
 CO0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0493+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 CO0493
 CO0493  HISTORY     - Date     Condition        Report By
 CO0493  HISTORY     - 1938     MONUMENTED       CGS
 CO0493  HISTORY     - 1968     GOOD             NGS
 CO0493  HISTORY     - 19890810 POOR             MSHD
 CO0493
 CO0493                          STATION DESCRIPTION
 CO0493
 CO0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0493'1.4 MI W FROM CHUNKY.
 CO0493'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0493'CHUNKY, THENCE 0.25 MILE SOUTH ALONG A TRAIL ROAD, IN SECTION 34, T 6
 CO0493'N, R 13 E, 81 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE ROAD
 CO0493'AND THE ILLINOIS CENTRAL RAILROAD TRACK, 0.1 MILE WEST OF MILEPOST 18,
 CO0493'78 FEET WEST OF THE CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE SOUTH
 CO0493'RAIL OF THE TRACK, 5 1/2 FEET EAST OF TELEPHONE POLE NUMBER E-50,
 CO0493'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CO0493'CONCRETE POST WHICH PROJECTS 7 INCHES.
 CO0493
 CO0493                          STATION RECOVERY (1989)
 CO0493
 CO0493'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0493'MARK WAS FOUND TO BE LOOSE AND LEANING TO THE EAST.  THE MARK SHOULD
 CO0493'BE USED WITH CAUTION.  MARK IS LOCATED 1.93 KM (1.20 MI) WEST OF
 CO0493'CHUNKY IN THE SOUTHWEST ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH
 CO0493'THE MIDSOUTH RAILROAD TRACK, 7.08 KM (4.40 MI) EAST OF HICKORY IN
 CO0493'SECTION 34, T6N, R13E.  TO REACH FROM THE BAPTIST CHURCH IN CHUNKY GO
 CO0493'WEST ON U.S. HIGHWAY 80 FOR 1.61 KM (1.00 MI) TO A SIDE ROAD RIGHT AND
 CO0493'A PRIVATE LANE ON THE LEFT, TURN LEFT AND GO SOUTH ON A PRIVATE LANE
 CO0493'FOR 0.40 KM (0.25 MI) TO THE RAILROAD TRACK AND THE MARK ON THE RIGHT.
 CO0493'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 CO0493'PROJECTING 0.18 KM (0.10 MI) .  IT IS 24.69 M (81.0 FT) SOUTHWEST OF
 CO0493'THE CENTER OF THE CROSSING, 23.77 M (78.0 FT) WEST OF THE CENTER OF A
 CO0493'PRIVATE ROAD, 11.89 M (39.0 FT) NORTHEAST OF A 30 INCH OAK, 6.4 M
 CO0493'(21.0 FT) SOUTH OF THE SOUTH RAIL, 5.03 M (16.5 FT) NORTH OF A 12 INCH
 CO0493'OAK AND IS ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0677 ***********************************************************************
 BW0677  DESIGNATION -  D 125
 BW0677  PID         -  BW0677
 BW0677  STATE/COUNTY-  MS/CLAIBORNE
 BW0677  USGS QUAD   -  WIDOWS CREEK (1986)
 BW0677
 BW0677                         *CURRENT SURVEY CONTROL
 BW0677  ___________________________________________________________________
 BW0677* NAD 83(1986)-  31 59 26.     (N)    091 05 09.     (W)     SCALED    
 BW0677* NAVD 88     -        23.14   (+/-2cm)      75.9    (feet)  VERTCON   
 BW0677  ___________________________________________________________________
 BW0677  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0677  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0677
 BW0677.The horizontal coordinates were scaled from a topographic map and have
 BW0677.an estimated accuracy of +/- 6 seconds.
 BW0677
 BW0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0677.The vertical order pertains to the NGVD 29 superseded value.
 BW0677
 BW0677.The geoid height was determined by GEOID03.
 BW0677
 BW0677;                    North         East    Units  Estimated Accuracy
 BW0677;SPC MS W     -   276,350.      628,890.      MT  (+/- 180 meters Scaled)
 BW0677
 BW0677                          SUPERSEDED SURVEY CONTROL
 BW0677
 BW0677  NGVD 29 (??/??/92)   23.15   (m)           76.0    (f) COMPUTED    1 2
 BW0677
 BW0677.Superseded values are not recommended for survey control.
 BW0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0677.See file dsdata.txt to determine how the superseded data were derived.
 BW0677
 BW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR808409(NAD 83)
 BW0677_MARKER: DB = BENCH MARK DISK
 BW0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0677_STAMPING: D 125 1938
 BW0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0677+STABILITY: SURFACE MOTION
 BW0677
 BW0677  HISTORY     - Date     Condition        Report By
 BW0677  HISTORY     - 1938     MONUMENTED       CGS
 BW0677
 BW0677                          STATION DESCRIPTION
 BW0677
 BW0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0677'3.5 MI SW FROM GRAND GULF.
 BW0677'3-1/2 MILES SOUTHWEST OF GRAND GULF, CLAIBORNE COUNTY, 1-5/8 MILES
 BW0677'BELOW GRAND GULF LANDING, AT UPPER HARD SCRABBLE BEND, IN HEAVY TIMBER
 BW0677'AND THICK UNDERBRUSH, 280 FEET LANDWARD FROM A LOGGING ROAD, 500 FEET
 BW0677'BACK OF A CAVING BANK, ON RANGE 389, 85.3 FEET NORTHWEST OF A BLAZED
 BW0677'28-INCH PECAN TREE, 45 FEET NORTH OF A BLAZED 40-INCH PECAN TREE, AND
 BW0677'34.4 FEET NORTHEAST OF A BLAZED 48-INCH PECAN TREE.  A STANDARD DISK
 BW0677'SET IN THE TOP OF A CONCRETE POST PROJECTING 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0035 ***********************************************************************
 DK0035  DESIGNATION -  D 126
 DK0035  PID         -  DK0035
 DK0035  STATE/COUNTY-  MS/LEFLORE
 DK0035  USGS QUAD   -  GREENWOOD (1982)
 DK0035
 DK0035                         *CURRENT SURVEY CONTROL
 DK0035  ___________________________________________________________________
 DK0035* NAD 83(1986)-  33 30 11.     (N)    090 14 59.     (W)     SCALED    
 DK0035* NAVD 88     -        40.071  (meters)     131.47   (feet)  ADJUSTED  
 DK0035  ___________________________________________________________________
 DK0035  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0035  DYNAMIC HT  -          40.029 (meters)     131.33  (feet)  COMP
 DK0035  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 DK0035
 DK0035  VERT ORDER  -  FIRST     CLASS II
 DK0035
 DK0035.The horizontal coordinates were scaled from a topographic map and have
 DK0035.an estimated accuracy of +/- 6 seconds.
 DK0035
 DK0035.The orthometric height was determined by differential leveling
 DK0035.and adjusted in June 1991.
 DK0035
 DK0035.The geoid height was determined by GEOID03.
 DK0035
 DK0035.The dynamic height is computed by dividing the NAVD 88
 DK0035.geopotential number by the normal gravity value computed on the
 DK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0035.degrees latitude (g = 980.6199 gals.).
 DK0035
 DK0035.The modeled gravity was interpolated from observed gravity values.
 DK0035
 DK0035;                    North         East    Units  Estimated Accuracy
 DK0035;SPC MS W     -   443,830.      707,770.      MT  (+/- 180 meters Scaled)
 DK0035
 DK0035                          SUPERSEDED SURVEY CONTROL
 DK0035
 DK0035  NGVD 29 (??/??/??)   40.144  (m)          131.71   (f) ADJUSTED    1 2
 DK0035
 DK0035.Superseded values are not recommended for survey control.
 DK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0035.See file dsdata.txt to determine how the superseded data were derived.
 DK0035
 DK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT554104(NAD 83)
 DK0035_MARKER: DB = BENCH MARK DISK
 DK0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0035_SP_SET: PIER
 DK0035_STAMPING: D 126 1939
 DK0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0035
 DK0035  HISTORY     - Date     Condition        Report By
 DK0035  HISTORY     - 1939     MONUMENTED       CGS
 DK0035  HISTORY     - 1967     GOOD             MSHD
 DK0035
 DK0035                          STATION DESCRIPTION
 DK0035
 DK0035'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0035'3.8 MI SW FROM GREENWOOD.
 DK0035'THE MARK IS LOCATED 4.1 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0035'GREENWOOD IN THE TOP OF THE NORTH SIDE OF THE CENTER PIER OF THE
 DK0035'COLUMBUS AND GREENVILLE RAILROAD BRIDGE OVER THE YAZOO RIVER, 9.5 FEET
 DK0035'LOWER THAN THE TRACK AND IS IN THE NORTHEAST 1/4 OF SECTION 24, T 19N,
 DK0035'R 1E.  TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE
 DK0035'HOSPITAL IN GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE
 DK0035'INTERSECTION OF U.S. HIGHWAY 82.  CONTINUE WEST ON STRONG AVENUE FOR
 DK0035'0.05 MILE TO THE INTERSECTION OF TWELTH STREET. TURN RIGHT (NORTH) AND
 DK0035'CONTINUE ON TWELTH STREET FOR 0.05 MILE TO THE INTERSECTION OF FRONT
 DK0035'STREET.  TURN LEFT (NORTHWEST) AND CONTINUE ON FRONT STREET FOR 1.3
 DK0035'MILES TO THE END OF THE BLACKTOP.  CONTINUE SOUTHWEST ON AN ALL
 DK0035'WEATHER ROAD FOR 2.0 MILES TO THE CROSSING OF THE COLUMBUS AND
 DK0035'GREENVILLE RAILROAD TRACK.  THE MARK IS LOCATED APPROXIMATELY 0.15
 DK0035'MILE NORTHWEST ALONG THE COLUMBUS AND GREENVILLE RAILROAD TRACK IN THE
 DK0035'BRIDGE OVER THE YAZOO RIVER FROM THIS CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0945 ***********************************************************************
 DJ0945  DESIGNATION -  D 127
 DJ0945  PID         -  DJ0945
 DJ0945  STATE/COUNTY-  MS/MONROE
 DJ0945  USGS QUAD   -  MULDON (1987)
 DJ0945
 DJ0945                         *CURRENT SURVEY CONTROL
 DJ0945  ___________________________________________________________________
 DJ0945* NAD 83(1986)-  33 41 06.     (N)    088 38 58.     (W)     SCALED    
 DJ0945* NAVD 88     -        88.558  (meters)     290.54   (feet)  ADJUSTED  
 DJ0945  ___________________________________________________________________
 DJ0945  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ0945  DYNAMIC HT  -          88.467 (meters)     290.25  (feet)  COMP
 DJ0945  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 DJ0945
 DJ0945  VERT ORDER  -  FIRST     CLASS II
 DJ0945
 DJ0945.The horizontal coordinates were scaled from a topographic map and have
 DJ0945.an estimated accuracy of +/- 6 seconds.
 DJ0945
 DJ0945.The orthometric height was determined by differential leveling
 DJ0945.and adjusted in June 1991.
 DJ0945
 DJ0945.The geoid height was determined by GEOID03.
 DJ0945
 DJ0945.The dynamic height is computed by dividing the NAVD 88
 DJ0945.geopotential number by the normal gravity value computed on the
 DJ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0945.degrees latitude (g = 980.6199 gals.).
 DJ0945
 DJ0945.The modeled gravity was interpolated from observed gravity values.
 DJ0945
 DJ0945;                    North         East    Units  Estimated Accuracy
 DJ0945;SPC MS E     -   464,020.      317,050.      MT  (+/- 180 meters Scaled)
 DJ0945
 DJ0945                          SUPERSEDED SURVEY CONTROL
 DJ0945
 DJ0945  NGVD 29 (??/??/92)   88.52   (m)          290.4    (f) COMPUTED    1 2
 DJ0945
 DJ0945.Superseded values are not recommended for survey control.
 DJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0945.See file dsdata.txt to determine how the superseded data were derived.
 DJ0945
 DJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471284(NAD 83)
 DJ0945_MARKER: DB = BENCH MARK DISK
 DJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0945+STABILITY: SURFACE MOTION
 DJ0945
 DJ0945  HISTORY     - Date     Condition        Report By
 DJ0945  HISTORY     - UNK      MONUMENTED       CGS
 DJ0945  HISTORY     - 1938     GOOD             NGS
 DJ0945
 DJ0945                          STATION DESCRIPTION
 DJ0945
 DJ0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DJ0945'3.0 MI S FROM MULDON.
 DJ0945'3 MILES SOUTH FROM MULDON MISS. DEPOT.  SET ALONG THE MOBILE AND OHIO
 DJ0945'RAILROAD.  33 FEET EAST FROM CENTER LINE OF TRACK.  60 FEET NORTH AND
 DJ0945'20 FEET EAST FROM MILE POST 238.  13 FEET WEST FROM FENCE RUNING ALONG
 DJ0945'RAILROAD TRACK.  AND 6/10 TH MILE SOUTH FROM RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0946 ***********************************************************************
 DJ0946  DESIGNATION -  D 127 RESET 1946
 DJ0946  PID         -  DJ0946
 DJ0946  STATE/COUNTY-  MS/MONROE
 DJ0946  USGS QUAD   -  MULDON (1987)
 DJ0946
 DJ0946                         *CURRENT SURVEY CONTROL
 DJ0946  ___________________________________________________________________
 DJ0946* NAD 83(1986)-  33 41 06.     (N)    088 38 58.     (W)     SCALED    
 DJ0946* NAVD 88     -        88.56   (+/-2cm)     290.6    (feet)  VERTCON   
 DJ0946  ___________________________________________________________________
 DJ0946  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ0946  VERT ORDER  -  ? (See Below)
 DJ0946
 DJ0946.The horizontal coordinates were scaled from a topographic map and have
 DJ0946.an estimated accuracy of +/- 6 seconds.
 DJ0946
 DJ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ0946.The vertical order pertains to the NGVD 29 superseded value.
 DJ0946
 DJ0946.The geoid height was determined by GEOID03.
 DJ0946
 DJ0946;                    North         East    Units  Estimated Accuracy
 DJ0946;SPC MS E     -   464,020.      317,050.      MT  (+/- 180 meters Scaled)
 DJ0946
 DJ0946                          SUPERSEDED SURVEY CONTROL
 DJ0946
 DJ0946  NGVD 29 (??/??/92)   88.519  (m)          290.42   (f) ADJ UNCH    ?  
 DJ0946
 DJ0946.Superseded values are not recommended for survey control.
 DJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0946.See file dsdata.txt to determine how the superseded data were derived.
 DJ0946
 DJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471284(NAD 83)
 DJ0946_MARKER: DB = BENCH MARK DISK
 DJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0946_STAMPING: D 127 1938 RESET 1946
 DJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0946+STABILITY: SURFACE MOTION
 DJ0946
 DJ0946  HISTORY     - Date     Condition        Report By
 DJ0946  HISTORY     - 1946     MONUMENTED       CGS
 DJ0946  HISTORY     - 1963     GOOD             MSHD
 DJ0946
 DJ0946                          STATION DESCRIPTION
 DJ0946
 DJ0946'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0946'3.3 MI S FROM MULDON.
 DJ0946'THE MARK IS LOCATED 3.3 MILES SOUTH ALONG THE GM AND O RAILROAD FROM
 DJ0946'THE STATION AT MULDON, AND 0.6 MILE SOUTH OF A ROAD CROSSING.  THE
 DJ0946'MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS
 DJ0946'72 FEET NORTHEAST OF MILEPOST 238, 48 FEET EAST OF THE EAST RAIL, 1
 DJ0946'FOOT WEST OF A FENCE, 2 FEET BELOW THE LEVEL OF THE TRACK, FLUSH WITH
 DJ0946'THE GROUND.  A METAL WITNESS POST WAS SET 0.8 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0459 ***********************************************************************
 EG0459  DESIGNATION -  D 128
 EG0459  PID         -  EG0459
 EG0459  STATE/COUNTY-  MS/LEE
 EG0459  USGS QUAD   -  SHANNON (1979)
 EG0459
 EG0459                         *CURRENT SURVEY CONTROL
 EG0459  ___________________________________________________________________
 EG0459* NAD 83(1986)-  34 07 01.     (N)    088 42 37.     (W)     SCALED    
 EG0459* NAVD 88     -        74.692  (meters)     245.05   (feet)  ADJUSTED  
 EG0459  ___________________________________________________________________
 EG0459  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0459  DYNAMIC HT  -          74.617 (meters)     244.81  (feet)  COMP
 EG0459  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EG0459
 EG0459  VERT ORDER  -  FIRST     CLASS II
 EG0459
 EG0459.The horizontal coordinates were scaled from a topographic map and have
 EG0459.an estimated accuracy of +/- 6 seconds.
 EG0459
 EG0459.The orthometric height was determined by differential leveling
 EG0459.and adjusted in June 1991.
 EG0459
 EG0459.The geoid height was determined by GEOID03.
 EG0459
 EG0459.The dynamic height is computed by dividing the NAVD 88
 EG0459.geopotential number by the normal gravity value computed on the
 EG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0459.degrees latitude (g = 980.6199 gals.).
 EG0459
 EG0459.The modeled gravity was interpolated from observed gravity values.
 EG0459
 EG0459;                    North         East    Units  Estimated Accuracy
 EG0459;SPC MS E     -   511,930.      311,350.      MT  (+/- 180 meters Scaled)
 EG0459
 EG0459                          SUPERSEDED SURVEY CONTROL
 EG0459
 EG0459  NGVD 29 (??/??/92)   74.651  (m)          244.92   (f) ADJ UNCH    1 2
 EG0459
 EG0459.Superseded values are not recommended for survey control.
 EG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0459.See file dsdata.txt to determine how the superseded data were derived.
 EG0459
 EG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC422764(NAD 83)
 EG0459_MARKER: DB = BENCH MARK DISK
 EG0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0459_STAMPING: D 128 (1939)
 EG0459_MARK LOGO: CGS   
 EG0459_PROJECTION: PROJECTING 13 CENTIMETERS
 EG0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0459+STABILITY: SURFACE MOTION
 EG0459
 EG0459  HISTORY     - Date     Condition        Report By
 EG0459  HISTORY     - 1939     MONUMENTED       CGS
 EG0459  HISTORY     - 1966     GOOD             MSHD
 EG0459  HISTORY     - 1983     GOOD             NGS
 EG0459
 EG0459                          STATION DESCRIPTION
 EG0459
 EG0459'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0459'IN SHANNON.
 EG0459'TO REACH FROM THE U.S. POST OFFICE IN SHANNON GO EAST ON A BLACKTOP
 EG0459'STREET FOR 0.05 MILE TO THE END OF THE BLACKTOP, CONTINUE EAST ON AN
 EG0459'ALL-WEATHER STREET FOR 0.05 MILE TO A T INTERSECTION, TURN LEFT
 EG0459'(NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR APPROXIMATELY 100 FEET TO
 EG0459'THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 87 FEET SOUTHWEST OF A
 EG0459'RAILROAD SWITCH STAND, 59 FEET SOUTHEAST OF A RAILROAD STOP SIGN, 40
 EG0459'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 31.5 FEET WEST OF THE WEST
 EG0459'RAIL OF THE MAIN TRACK, 9.5 FEET EAST OF POLE NO. 24478, AND 1 FOOT
 EG0459'WEST OF A METAL WITNESS POST.
 EG0459
 EG0459                          STATION RECOVERY (1983)
 EG0459
 EG0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0459'RECOVERED IN GOOD CONDITION.
 EG0459'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 EG0459'THE MARK IS 1.0 M BELOW ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0785 ***********************************************************************
 BW0785  DESIGNATION -  D 129
 BW0785  PID         -  BW0785
 BW0785  STATE/COUNTY-  MS/ADAMS
 BW0785  USGS QUAD   -  NATCHEZ (1976)
 BW0785
 BW0785                         *CURRENT SURVEY CONTROL
 BW0785  ___________________________________________________________________
 BW0785* NAD 83(1986)-  31 31 04.     (N)    091 28 57.     (W)     SCALED    
 BW0785* NAVD 88     -        21.81   (+/-2cm)      71.6    (feet)  VERTCON   
 BW0785  ___________________________________________________________________
 BW0785  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BW0785  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0785
 BW0785.The horizontal coordinates were scaled from a topographic map and have
 BW0785.an estimated accuracy of +/- 6 seconds.
 BW0785
 BW0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0785.The vertical order pertains to the NGVD 29 superseded value.
 BW0785
 BW0785.The geoid height was determined by GEOID03.
 BW0785
 BW0785;                    North         East    Units  Estimated Accuracy
 BW0785;SPC MS W     -   224,250.      590,850.      MT  (+/- 180 meters Scaled)
 BW0785
 BW0785                          SUPERSEDED SURVEY CONTROL
 BW0785
 BW0785  NGVD 29 (??/??/92)   21.805  (m)           71.54   (f) ADJ UNCH    1 2
 BW0785
 BW0785.Superseded values are not recommended for survey control.
 BW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0785.See file dsdata.txt to determine how the superseded data were derived.
 BW0785
 BW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ440879(NAD 83)
 BW0785_MARKER: DB = BENCH MARK DISK
 BW0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0785_STAMPING: D 129 1938
 BW0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0785+STABILITY: SURFACE MOTION
 BW0785
 BW0785  HISTORY     - Date     Condition        Report By
 BW0785  HISTORY     - 1938     MONUMENTED       CGS
 BW0785  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0785  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW0785
 BW0785                          STATION DESCRIPTION
 BW0785
 BW0785'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0785'5.5 MI SW FROM NATCHEZ.
 BW0785'5-1/2 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW0785'MISSISSIPPI RIVER, 3 MILES SOUTHWEST OF ST. CATHERINE CREEK, OPPOSITE
 BW0785'NATCHEZ ISLAND, 350 FEET FROM THE RIVER BANK, 30 FEET LANDWARD FROM
 BW0785'THE CENTERLINE OF A ROAD, 70 FEET UPSTREAM FROM A 48-INCH PECAN TREE,
 BW0785'AND 50 FEET LANDWARD FROM A 38-INCH GUM TREE.  A STANDARD DISK SET IN
 BW0785'THE TOP OF A CONCRETE POST.  NOTE-- THE MARK MAY HAVE BEEN DESTROYED
 BW0785'BY ROAD CONSTRUCTION.
 BW0785
 BW0785                          STATION RECOVERY (1979)
 BW0785
 BW0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1352 ***********************************************************************
 BW1352  DESIGNATION -  D 130
 BW1352  PID         -  BW1352
 BW1352  STATE/COUNTY-  MS/ADAMS
 BW1352  USGS QUAD   -  FAIRVIEW (1983)
 BW1352
 BW1352                         *CURRENT SURVEY CONTROL
 BW1352  ___________________________________________________________________
 BW1352* NAD 83(1986)-  31 15 07.     (N)    091 32 42.     (W)     SCALED    
 BW1352* NAVD 88     -        18.04   (+/-2cm)      59.2    (feet)  VERTCON   
 BW1352  ___________________________________________________________________
 BW1352  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BW1352  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1352
 BW1352.The horizontal coordinates were scaled from a topographic map and have
 BW1352.an estimated accuracy of +/- 6 seconds.
 BW1352
 BW1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1352.The vertical order pertains to the NGVD 29 superseded value.
 BW1352
 BW1352.The geoid height was determined by GEOID03.
 BW1352
 BW1352;                    North         East    Units  Estimated Accuracy
 BW1352;SPC MS W     -   194,840.      584,590.      MT  (+/- 180 meters Scaled)
 BW1352
 BW1352                          SUPERSEDED SURVEY CONTROL
 BW1352
 BW1352  NGVD 29 (??/??/92)   18.022  (m)           59.13   (f) ADJ UNCH    1 2
 BW1352
 BW1352.Superseded values are not recommended for survey control.
 BW1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1352.See file dsdata.txt to determine how the superseded data were derived.
 BW1352
 BW1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ385584(NAD 83)
 BW1352_MARKER: DB = BENCH MARK DISK
 BW1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1352_STAMPING: D 130 1938
 BW1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1352+STABILITY: SURFACE MOTION
 BW1352
 BW1352  HISTORY     - Date     Condition        Report By
 BW1352  HISTORY     - 1938     MONUMENTED       CGS
 BW1352  HISTORY     - 1961     MARK NOT FOUND   USGS
 BW1352  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1352
 BW1352                          STATION DESCRIPTION
 BW1352
 BW1352'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BW1352'11.75 MI N FROM FORT ADAMS.
 BW1352'IN ADAMS COUNTY, 11-3/4 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY,
 BW1352'ON THE EAST BANK OF MISSISSIPPI RIVER, 0.6 MILE SOUTH OF CERRO GORDO
 BW1352'LANDING, ON A RIDGE 200 FEET DIRECTLY BEHIND THE TOP BANK OF THE
 BW1352'RIVER, ON RANGE 741.2, AND 100 FEET RIVERSIDE OF A CONTROL LINE.  A
 BW1352'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BW1352
 BW1352                          STATION RECOVERY (1979)
 BW1352
 BW1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0275 ***********************************************************************
 EH0275  DESIGNATION -  D 133
 EH0275  PID         -  EH0275
 EH0275  STATE/COUNTY-  MS/QUITMAN
 EH0275  USGS QUAD   -  LAMBERT (1967)
 EH0275
 EH0275                         *CURRENT SURVEY CONTROL
 EH0275  ___________________________________________________________________
 EH0275* NAD 83(1986)-  34 07 40.     (N)    090 19 21.     (W)     SCALED    
 EH0275* NAVD 88     -        46.681  (meters)     153.15   (feet)  ADJUSTED  
 EH0275  ___________________________________________________________________
 EH0275  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EH0275  DYNAMIC HT  -          46.636 (meters)     153.00  (feet)  COMP
 EH0275  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 EH0275
 EH0275  VERT ORDER  -  FIRST     CLASS II
 EH0275
 EH0275.The horizontal coordinates were scaled from a topographic map and have
 EH0275.an estimated accuracy of +/- 6 seconds.
 EH0275
 EH0275.The orthometric height was determined by differential leveling
 EH0275.and adjusted in June 1991.
 EH0275
 EH0275.The geoid height was determined by GEOID03.
 EH0275
 EH0275.The dynamic height is computed by dividing the NAVD 88
 EH0275.geopotential number by the normal gravity value computed on the
 EH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0275.degrees latitude (g = 980.6199 gals.).
 EH0275
 EH0275.The modeled gravity was interpolated from observed gravity values.
 EH0275
 EH0275;                    North         East    Units  Estimated Accuracy
 EH0275;SPC MS W     -   513,120.      701,000.      MT  (+/- 180 meters Scaled)
 EH0275
 EH0275                          SUPERSEDED SURVEY CONTROL
 EH0275
 EH0275  NGVD 29 (??/??/??)   46.718  (m)          153.27   (f) ADJUSTED    1 2
 EH0275
 EH0275.Superseded values are not recommended for survey control.
 EH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0275.See file dsdata.txt to determine how the superseded data were derived.
 EH0275
 EH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT469795(NAD 83)
 EH0275_MARKER: DB = BENCH MARK DISK
 EH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0275_STAMPING: D-133 1939
 EH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0275+STABILITY: SURFACE MOTION
 EH0275
 EH0275  HISTORY     - Date     Condition        Report By
 EH0275  HISTORY     - 1939     MONUMENTED       CGS
 EH0275  HISTORY     - 1967     GOOD             USGS
 EH0275  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EH0275  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0275
 EH0275                          STATION DESCRIPTION
 EH0275
 EH0275'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EH0275'4.2 MI NE FROM VANCE.
 EH0275'VANCE, 4.2 MILES NORTHEAST OF, ALONG OLD HWY 3 (WHICH IS NOW A FIELD
 EH0275'RD.), IN THE NE/4 OF THE NW/4 OF SEC. 17, T-26-N., R-1-W.  57 FT NW
 EH0275'(NORMAL TO NE-SW RD) AND 54 FT NE OF T-RD SE (FIELD RD.) THAT CROSSES
 EH0275'OLD R.R. GRADE.  1 FT EAST OF A WITNESS POST, IN THE TOP OF A CONCRETE
 EH0275'POST FLUSH WITH THE GROUND.  A STANDARD TABLET (USC AND GS) STAMPED
 EH0275'D-133 1939.
 EH0275'1977MSHD REPORT--A NEW HIGHWAY HAS BEEN BUILT SINCE THE ORIGINAL
 EH0275'DESCRIPTION AND THE RAILROAD TRACK NO LONGER EXISTS.
 EH0275
 EH0275                          STATION RECOVERY (1977)
 EH0275
 EH0275'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0275'MARK NOT FOUND.
 EH0275
 EH0275                          STATION RECOVERY (2008)
 EH0275
 EH0275'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0791 ***********************************************************************
 BH0791  DESIGNATION -  D 134
 BH0791  PID         -  BH0791
 BH0791  STATE/COUNTY-  MS/HARRISON
 BH0791  USGS QUAD   -  WORTHAM (1983)
 BH0791
 BH0791                         *CURRENT SURVEY CONTROL
 BH0791  ___________________________________________________________________
 BH0791* NAD 83(1986)-  30 30 50.     (N)    089 09 44.     (W)     SCALED    
 BH0791* NAVD 88     -        40.00   (+/-2cm)     131.2    (feet)  VERTCON   
 BH0791  ___________________________________________________________________
 BH0791  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0791
 BH0791.The horizontal coordinates were scaled from a topographic map and have
 BH0791.an estimated accuracy of +/- 6 seconds.
 BH0791
 BH0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0791.The vertical order pertains to the NGVD 29 superseded value.
 BH0791
 BH0791.The geoid height was determined by GEOID03.
 BH0791
 BH0791;                    North         East    Units  Estimated Accuracy
 BH0791;SPC MS E     -   112,430.      268,430.      MT  (+/- 180 meters Scaled)
 BH0791
 BH0791                          SUPERSEDED SURVEY CONTROL
 BH0791
 BH0791  NGVD 29 (??/??/??)   39.993  (m)          131.21   (f) ADJUSTED    2 0
 BH0791
 BH0791.Superseded values are not recommended for survey control.
 BH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0791.See file dsdata.txt to determine how the superseded data were derived.
 BH0791
 BH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU925777(NAD 83)
 BH0791_MARKER: DB = BENCH MARK DISK
 BH0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0791_STAMPING: D 134 1943
 BH0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0791+STABILITY: SURFACE MOTION
 BH0791
 BH0791  HISTORY     - Date     Condition        Report By
 BH0791  HISTORY     - 1943     MONUMENTED       CGS
 BH0791  HISTORY     - 1972     GOOD             MSHD
 BH0791
 BH0791                          STATION DESCRIPTION
 BH0791
 BH0791'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0791'5.1 MI NW FROM LYMAN.
 BH0791'THE MARK IS LOCATED 3.1 MILES NW OF LYMAN AT THE NE CORNER OF A FENCE
 BH0791'AROUND AN UNPAINTED FRAME HOUSE OWNED BY MR. LUTHER PATTON, 4.6 MILES
 BH0791'SE OF THE COMMUNITY OF LIZANA, 0.55 MILE E-SE OF A CROSSROAD AND IS
 BH0791'NEAR THE CENTER OF THE NORTH SIDE OF SECTION 23, T 6S, R 12W.  IT IS
 BH0791'40.5 FEET SOUTH OF THE CENTER OF HIGHWAY 53, 18 FEET WEST OF THE
 BH0791'CENTER OF A DRIVEWAY, 57.5 FEET E-NE OF THE NE CORNER OF THE NORTH
 BH0791'BRICK PILLAR OF THE PORCH OF A FRAME HOUSE, 10 FEET EAST OF A 30 INCH
 BH0791'LIVE OAK, 4 FEET SOUTH OF THE NE CORNER OF THE YARD FENCE, 2 FEET WEST
 BH0791'OF A METAL WITNESS POST AND A FENCE, SET IN THE TOP OF A 6 INCH SQUARE
 BH0791'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES. TO
 BH0791'REACH FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S. HIGHWAY 49 AT
 BH0791'LYMAN, GO WEST ON STATE HIGHWAY 53 FOR 3.6 MILES TO AN UNPAINTED FRAME
 BH0791'HOUSE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1001 ***********************************************************************
 BH1001  DESIGNATION -  D 135
 BH1001  PID         -  BH1001
 BH1001  STATE/COUNTY-  MS/HARRISON
 BH1001  USGS QUAD   -  VIDALIA (1976)
 BH1001
 BH1001                         *CURRENT SURVEY CONTROL
 BH1001  ___________________________________________________________________
 BH1001* NAD 83(1986)-  30 24 15.     (N)    089 19 14.     (W)     SCALED    
 BH1001* NAVD 88     -        22.81   (+/-2cm)      74.8    (feet)  VERTCON   
 BH1001  ___________________________________________________________________
 BH1001  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1001
 BH1001.The horizontal coordinates were scaled from a topographic map and have
 BH1001.an estimated accuracy of +/- 6 seconds.
 BH1001
 BH1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1001.The vertical order pertains to the NGVD 29 superseded value.
 BH1001
 BH1001.The geoid height was determined by GEOID03.
 BH1001
 BH1001;                    North         East    Units  Estimated Accuracy
 BH1001;SPC MS E     -   100,320.      253,180.      MT  (+/- 180 meters Scaled)
 BH1001
 BH1001                          SUPERSEDED SURVEY CONTROL
 BH1001
 BH1001  NGVD 29 (??/??/??)   22.823  (m)           74.88   (f) ADJUSTED    2 0
 BH1001
 BH1001.Superseded values are not recommended for survey control.
 BH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1001.See file dsdata.txt to determine how the superseded data were derived.
 BH1001
 BH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU770658(NAD 83)
 BH1001_MARKER: DB = BENCH MARK DISK
 BH1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1001_STAMPING: D 135 1943
 BH1001_MARK LOGO: CGS   
 BH1001_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1001+STABILITY: SURFACE MOTION
 BH1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1001+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2000
 BH1001
 BH1001  HISTORY     - Date     Condition        Report By
 BH1001  HISTORY     - 1943     MONUMENTED       CGS
 BH1001  HISTORY     - 1972     GOOD             MSHD
 BH1001  HISTORY     - 20000118 GOOD             NGS
 BH1001
 BH1001                          STATION DESCRIPTION
 BH1001
 BH1001'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1001'6.65 MI E FROM KILN.
 BH1001'THE MARK IS LOCATED 6.65 MILES EAST OF KILN IN THE EAST ANGLE OF A
 BH1001'JUNCTION, 7.3 MILES NORTHWEST OF PASS CHRISTIAN, 3.5 MILES NORTHWEST
 BH1001'OF THE CROSSROAD AT DE LISLE, 0.85 MILES NORTHWEST OF THE CROSSING OF
 BH1001'I-10 AND IS IN THE SOUTHWEST 1/4 OF SECTION 29, T 7S, R 13W.  IT IS 45
 BH1001'FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 29 FEET SOUTHEAST OF
 BH1001'THE CENTER OF A GRAVELED ROAD, 90.5 FEET EAST AND ACROSS THE JUNCTION
 BH1001'FROM A LARGE LINE OAK, 4 FEET NORTHEAST OF POLE NO 91, 47 FEET
 BH1001'SOUTHEAST AND ACROSS THE GRAVELED ROAD FROM THE SOUTH CORNER OF AN
 BH1001'ABANDONED CONCRETE DIPPING VAT, 1 FOOT NORTH OF A METAL WITNESS POST
 BH1001'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BH1001'JUNCTION AND PROJECTS 5 INCHES.  TO REACH FROM THE GULF NATIONAL BANK
 BH1001'JUST EAST OF THE POST OFFICE IN PASS CHRISTIAN GO NORTH ON HENDERSON
 BH1001'AVENUE FOR 5.1 MILES TO THE CROSSROAD AT DE LISLE.  TURN LEFT AND GO
 BH1001'WEST AND NORTHWEST ON A BLACK TOP ROAD FOR 3 MILES TO A SIDE ROAD AND
 BH1001'THE MARK ON THE RIGHT.  THE MARK ALSO CAN BE REACHED FROM THE U.S.
 BH1001'POST OFFICE IN KILN BY GOING EAST AND NORTH ON STATE HIGHWAY 603 AND
 BH1001'43 FOR 0.6 MILES TO A CROSSROAD.  TURN RIGHT
 BH1001
 BH1001                          STATION RECOVERY (2000)
 BH1001
 BH1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH1001'NEAR MISSISSIPPI  GULF COAST NORTH OF BAY ST.  LOUIS.  TO REACH FROM
 BH1001'INTERCHANGE 20 OF I-10, DRIVE NORTHWEST ON THE KILN-DELISLE ROAD FOR
 BH1001'0.85 MILES (1.37 KM) TO THE INTERSECTION OF BRADLY ROAD, RIGHT, AND
 BH1001'STATION  ON THE RIGHT, 45 FEET (13.7 M) NORTHEAST OF THE CENTER OF THE
 BH1001'MAIN ROAD, 29 FEET (8.8 M) SOUTHEAST OF THE CENTER OF BRADLY ROAD, 4
 BH1001'FEET (1.2 M) NORTHEAST OF WOODEN UTILITY POLE NO.  92, 45 FEET (13.7
 BH1001'M) SOUTHWEST OF THE CORNER OF A ONE STORY CONCRETE BLOCK BUILDING
 BH1001'(CLOSED STORE) , 25 FEET (7.6 M) SOUTH OF A 2-LEGGED STEEL GAS STATION
 BH1001'SIGN, BESIDE A RAISED BED PLANTED WITH HOLLY BUSHES, AND 1 FOOT (0.3
 BH1001'M) NORTH OF A METAL WITNESS POST.  THE MARK IS SET IN A SQUARE
 BH1001'CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1006 ***********************************************************************
 BH1006  DESIGNATION -  D 136 RESET 1974
 BH1006  PID         -  BH1006
 BH1006  STATE/COUNTY-  MS/HANCOCK
 BH1006  USGS QUAD   -  VIDALIA (1976)
 BH1006
 BH1006                         *CURRENT SURVEY CONTROL
 BH1006  ___________________________________________________________________
 BH1006* NAD 83(1986)-  30 25 12.     (N)    089 22 29.     (W)     SCALED    
 BH1006* NAVD 88     -         9.87   (+/-2cm)      32.4    (feet)  VERTCON   
 BH1006  ___________________________________________________________________
 BH1006  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BH1006  VERT ORDER  -  THIRD (See Below)
 BH1006
 BH1006.The horizontal coordinates were scaled from a topographic map and have
 BH1006.an estimated accuracy of +/- 6 seconds.
 BH1006
 BH1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1006.The vertical order pertains to the NGVD 29 superseded value.
 BH1006
 BH1006.The geoid height was determined by GEOID03.
 BH1006
 BH1006;                    North         East    Units  Estimated Accuracy
 BH1006;SPC MS E     -   102,100.      247,990.      MT  (+/- 180 meters Scaled)
 BH1006
 BH1006                          SUPERSEDED SURVEY CONTROL
 BH1006
 BH1006  NGVD 29 (??/??/??)    9.91   (m)           32.5    (f) RESET       3  
 BH1006
 BH1006.Superseded values are not recommended for survey control.
 BH1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1006.See file dsdata.txt to determine how the superseded data were derived.
 BH1006
 BH1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU719677(NAD 83)
 BH1006_MARKER: DB = BENCH MARK DISK
 BH1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1006_SP_SET: CULVERT
 BH1006_STAMPING: D 136 RESET 1974
 BH1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1006
 BH1006  HISTORY     - Date     Condition        Report By
 BH1006  HISTORY     - 1974     MONUMENTED       NGS
 BH1006  HISTORY     - 1989     GOOD             USPSQD
 BH1006
 BH1006                          STATION DESCRIPTION
 BH1006
 BH1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BH1006'2.9 MI E FROM KILN.
 BH1006'LOCATED 2.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE ANNUNCIATION
 BH1006'SCHOOL IN KILN, 0.60 MILE EAST OF A LARGE CONCRETE BRIDGE, AT THE
 BH1006'SOUTHWEST CORNER OF THE FRONT YARD OF MR. E.L. NEWMAN.  IT IS 32 FEET
 BH1006'NORTH OF THE CENTER OF THE ROAD, 120 FEET SOUTHWEST OF THE SOUTHWEST
 BH1006'CORNER OF THE CARPORT, 96 FEET WEST-SOUTHWEST OF THE WEST ONE OF THREE
 BH1006'OAK TREES, 70 FEET WEST OF THE CENTER OF THE DRIVEWAY, AND 75 FEET
 BH1006'SOUTH-SOUTHWEST OF POWER POLE NO. K 184/11 WITH A TRASFORMER. IT IS A
 BH1006'SHORT ROD TYPE MARK FLUSH WITH THE GROUND.
 BH1006
 BH1006                          STATION RECOVERY (1989)
 BH1006
 BH1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR)
 BH1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0789 ***********************************************************************
 BH0789  DESIGNATION -  D 137
 BH0789  PID         -  BH0789
 BH0789  STATE/COUNTY-  MS/HANCOCK
 BH0789  USGS QUAD   -  KILN (1976)
 BH0789
 BH0789                         *CURRENT SURVEY CONTROL
 BH0789  ___________________________________________________________________
 BH0789* NAD 83(1986)-  30 29 38.     (N)    089 29 37.     (W)     SCALED    
 BH0789* NAVD 88     -        34.840  (meters)     114.30   (feet)  ADJUSTED  
 BH0789  ___________________________________________________________________
 BH0789  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH0789  DYNAMIC HT  -          34.794 (meters)     114.15  (feet)  COMP
 BH0789  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 BH0789
 BH0789  VERT ORDER  -  FIRST     CLASS II
 BH0789
 BH0789.The horizontal coordinates were scaled from a topographic map and have
 BH0789.an estimated accuracy of +/- 6 seconds.
 BH0789
 BH0789.The orthometric height was determined by differential leveling
 BH0789.and adjusted in February 1994.
 BH0789
 BH0789.The geoid height was determined by GEOID03.
 BH0789
 BH0789.The dynamic height is computed by dividing the NAVD 88
 BH0789.geopotential number by the normal gravity value computed on the
 BH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0789.degrees latitude (g = 980.6199 gals.).
 BH0789
 BH0789.The modeled gravity was interpolated from observed gravity values.
 BH0789
 BH0789;                    North         East    Units  Estimated Accuracy
 BH0789;SPC MS E     -   110,360.      236,610.      MT  (+/- 180 meters Scaled)
 BH0789
 BH0789                          SUPERSEDED SURVEY CONTROL
 BH0789
 BH0789  NGVD 29 (??/??/??)   34.905  (m)          114.52   (f) ADJUSTED    1 2
 BH0789
 BH0789.Superseded values are not recommended for survey control.
 BH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0789.See file dsdata.txt to determine how the superseded data were derived.
 BH0789
 BH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU606761(NAD 83)
 BH0789_MARKER: DB = BENCH MARK DISK
 BH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0789_SP_SET: CONCRETE POST
 BH0789_STAMPING: D 137 1943
 BH0789_MARK LOGO: CGS   
 BH0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0789+STABILITY: SURFACE MOTION
 BH0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0789+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH0789
 BH0789  HISTORY     - Date     Condition        Report By
 BH0789  HISTORY     - 1943     MONUMENTED       CGS
 BH0789  HISTORY     - 1972     GOOD             MSHD
 BH0789  HISTORY     - 19930312 GOOD             NGS
 BH0789
 BH0789                          STATION DESCRIPTION
 BH0789
 BH0789'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0789'6.9 MI NW FROM KILN.
 BH0789'THE MARK IS LOCATED 6.9 MILES NORTHWEST OF KILN OF THE SOUTHEAST ROW
 BH0789'OF A GRAVELED ROAD, 11.3 MILES EAST-SOUTHEAST OF PICAYUNE, 6.1 MILES
 BH0789'SOUTHEAST OF THE COMMUNITY OF CAESAR IN THE SOUTHEAST 1/4 OF SECTION
 BH0789'28, T 6S, R 15W.  IT IS 26 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 BH0789'ROAD, 44 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 58 FEET
 BH0789'EAST-SOUTHEAST OF THE SOUTHWEST ONE OF TWO 36 INCH LIVE OAKS, 85 FEET
 BH0789'NORTHEAST OF A POWER POLE WITH GUY WIRES AND A TRANSFORMER, 5 FEET
 BH0789'SOUTHEAST OF A 12 INCH FORKED PINE, 10 FEET SOUTHEAST OF A FENCE, 1
 BH0789'FOOT SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH
 BH0789'SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 BH0789'PROJECTS 2 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 BH0789'603 LOCATED 1.5 MILES NORTH OF KILN GO WEST ON STATE HIGHWAY 43 FOR
 BH0789'6.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 BH0789'FOR 0.1 MILES TO THE MARK ON THE RIGHT.  (NOTE-- THE SCHOOL MENTIONED
 BH0789'IN THE PREVIOUS DESCRIPTION HAS BEEN TORN DOWN.)
 BH0789
 BH0789                          STATION RECOVERY (1993)
 BH0789
 BH0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0789'28.2 KM (17.50 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH0789'OF U.S. HIGHWAY 90 IN WAVELAND, THENCE 0.2 KM (0.10 MI)
 BH0789'NORTHEASTERLY ALONG A GRAVELED ROAD, 25.1 M (82.3 FT) NORTHEAST OF
 BH0789'UTILITY POLE NUMBER B 208 96E2 WITH 2 GUY CABLES AND A TRANSFORMER
 BH0789'ATTACHED, 14.3 M (46.9 FT) NORTHEAST OF THE CENTER OF A GRAVELED
 BH0789'DRIVEWAY, 8.2 M (26.9 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 5.4 M
 BH0789'(17.7 FT) EAST-NORTHEAST OF THE CENTER OF A FIELD ROAD AND GATE, 3.2
 BH0789'M (10.5 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 BH0789'THE ROAD, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE
 BH0789'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1316 ***********************************************************************
 BH1316  DESIGNATION -  D 138
 BH1316  PID         -  BH1316
 BH1316  STATE/COUNTY-  MS/PEARL RIVER
 BH1316  USGS QUAD   -  POPLARVILLE (1986)
 BH1316
 BH1316                         *CURRENT SURVEY CONTROL
 BH1316  ___________________________________________________________________
 BH1316* NAD 83(1986)-  30 48 57.     (N)    089 35 59.     (W)     SCALED    
 BH1316* NAVD 88     -        55.81   (+/-2cm)     183.1    (feet)  VERTCON   
 BH1316  ___________________________________________________________________
 BH1316  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BH1316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1316
 BH1316.The horizontal coordinates were scaled from a topographic map and have
 BH1316.an estimated accuracy of +/- 6 seconds.
 BH1316
 BH1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1316.The vertical order pertains to the NGVD 29 superseded value.
 BH1316
 BH1316.The geoid height was determined by GEOID03.
 BH1316
 BH1316;                    North         East    Units  Estimated Accuracy
 BH1316;SPC MS E     -   146,110.      226,670.      MT  (+/- 180 meters Scaled)
 BH1316
 BH1316                          SUPERSEDED SURVEY CONTROL
 BH1316
 BH1316  NGVD 29 (??/??/??)   55.860  (m)          183.27   (f) ADJUSTED    2 0
 BH1316
 BH1316.Superseded values are not recommended for survey control.
 BH1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1316.See file dsdata.txt to determine how the superseded data were derived.
 BH1316
 BH1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV512120(NAD 83)
 BH1316_MARKER: DB = BENCH MARK DISK
 BH1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1316_STAMPING: D 138 1943
 BH1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1316+STABILITY: SURFACE MOTION
 BH1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1316+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 BH1316
 BH1316  HISTORY     - Date     Condition        Report By
 BH1316  HISTORY     - 1943     MONUMENTED       CGS
 BH1316  HISTORY     - 1971     GOOD             MSHD
 BH1316  HISTORY     - 20080408 GOOD             MSHD
 BH1316
 BH1316                          STATION DESCRIPTION
 BH1316
 BH1316'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1316'4 MI SW FROM POPLARVILLE.
 BH1316'THE MARK IS LOCATED 4 MILES SOUTHWEST OF POPLARVILLE ON THE SOUTH SIDE
 BH1316'OF A COUNTY ROAD IN THE NORTHEAST 1/4 OF SECTION 4 T 3S, R 16W. IT IS
 BH1316'24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 95.5 FEET
 BH1316'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 72.5 FEET
 BH1316'SOUTHWEST AND ACROSS THE ROAD FROM A 12 INCH OAK, 1 FOOT SOUTH OF A
 BH1316'METAL WITNESS POST DIRECTLY UNDER A FENCE SET IN THE TOP OF A 6 INCH
 BH1316'SQUARE CONCRETE POST ABOUT LEVEL WITH THE FENCE AND ABOUT 4 INCHES
 BH1316'BELOW THE SURFACE OF THE GROUND.  TO REACH FROM THE PEARL RIVER COUNTY
 BH1316'COURTHOUSE IN POPLARVILLE GO NORTH ON STATE HIGHWAY 26 FOR 1/2 BLOCK
 BH1316'TO AN INTERSECTION.  TURN LEFT AND CONTINUE WEST ON STATE HIGHWAY 26
 BH1316'FOR 0.45 MILES TO THE INTERSECTION OF U.S. HIGHWAY 11. CONTINUE WEST
 BH1316'ON STATE HIGHWAY 26 FOR 2.8 MILES TO AN ANGLING SIDE ROAD RIGHT. TURN
 BH1316'RIGHT AND CONTINUE WEST ON A GRAVELED ROAD FOR 0.9 MILES TO THE MARK
 BH1316'ON THE LEFT JUST BEFORE REACHING A SMALL WOODED BRIDGE.
 BH1316
 BH1316                          STATION RECOVERY (2008)
 BH1316
 BH1316'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BH1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1280 ***********************************************************************
 BH1280  DESIGNATION -  D 139
 BH1280  PID         -  BH1280
 BH1280  STATE/COUNTY-  MS/PEARL RIVER
 BH1280  USGS QUAD   -  INDUSTRIAL (1997)
 BH1280
 BH1280                         *CURRENT SURVEY CONTROL
 BH1280  ___________________________________________________________________
 BH1280* NAD 83(1986)-  30 35 59.     (N)    089 45 15.     (W)     SCALED    
 BH1280* NAVD 88     -        19.89   (+/-2cm)      65.3    (feet)  VERTCON   
 BH1280  ___________________________________________________________________
 BH1280  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BH1280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1280
 BH1280.The horizontal coordinates were scaled from a topographic map and have
 BH1280.an estimated accuracy of +/- 6 seconds.
 BH1280
 BH1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1280.The vertical order pertains to the NGVD 29 superseded value.
 BH1280
 BH1280.The geoid height was determined by GEOID03.
 BH1280
 BH1280;                    North         East    Units  Estimated Accuracy
 BH1280;SPC MS E     -   122,260.      211,690.      MT  (+/- 180 meters Scaled)
 BH1280
 BH1280                          SUPERSEDED SURVEY CONTROL
 BH1280
 BH1280  NGVD 29 (??/??/??)   19.972  (m)           65.52   (f) ADJUSTED    2 0
 BH1280
 BH1280.Superseded values are not recommended for survey control.
 BH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1280.See file dsdata.txt to determine how the superseded data were derived.
 BH1280
 BH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU359884(NAD 83)
 BH1280_MARKER: DB = BENCH MARK DISK
 BH1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1280+STABILITY: SURFACE MOTION
 BH1280
 BH1280  HISTORY     - Date     Condition        Report By
 BH1280  HISTORY     - UNK      MONUMENTED       CGS
 BH1280  HISTORY     - 1970     MARK NOT FOUND   MSHD
 BH1280  HISTORY     - 1972     MARK NOT FOUND   NGS
 BH1280  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH1280
 BH1280                          STATION DESCRIPTION
 BH1280
 BH1280'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BH1280'7.75 MI NW FROM PICAYUNE.
 BH1280'THE MARK IS LOCATED 7.75 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM
 BH1280'THE SOUTHERN RAILROAD STATION IN PICAYUNE, IN THE SOUTHEAST ANGLE OF
 BH1280'THE JUNCTION WITH A DIRT ROAD LEADING NORTHEAST.  IT IS 200 FEET
 BH1280'NORTHWEST OF THE NORTHWEST END OF A WOODEN BRIDGE, 35 FEET NORTHEAST
 BH1280'OF THE CENTER OF STATE HIGHWAY 43, 3 FEET WEST OF A FENCE CORNER, 29
 BH1280'FEET SOUTHEAST OF THE CENTER OF THE SIDE ROAD, AND 35 FEET EAST OF THE
 BH1280'CENTER OF THE JUNCTION OF THE ROADS.  IT IS A STANDARD DISK SET IN THE
 BH1280'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2
 BH1280'FEET ABOVE THE LEVEL OF THE ROADS.
 BH1280
 BH1280                          STATION RECOVERY (1972)
 BH1280
 BH1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH1280'MARK NOT FOUND.
 BH1280
 BH1280                          STATION RECOVERY (1980)
 BH1280
 BH1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0250 ***********************************************************************
 BV0250  DESIGNATION -  D 14
 BV0250  PID         -  BV0250
 BV0250  STATE/COUNTY-  MS/WAYNE
 BV0250  USGS QUAD   -  PIAVE (1982)
 BV0250
 BV0250                         *CURRENT SURVEY CONTROL
 BV0250  ___________________________________________________________________
 BV0250* NAD 83(1986)-  31 27 50.     (N)    088 44 37.     (W)     SCALED    
 BV0250* NAVD 88     -        94.80   (+/-2cm)     311.0    (feet)  VERTCON   
 BV0250  ___________________________________________________________________
 BV0250  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BV0250  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0250
 BV0250.The horizontal coordinates were scaled from a topographic map and have
 BV0250.an estimated accuracy of +/- 6 seconds.
 BV0250
 BV0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0250.The vertical order pertains to the NGVD 29 superseded value.
 BV0250
 BV0250.The geoid height was determined by GEOID03.
 BV0250
 BV0250;                    North         East    Units  Estimated Accuracy
 BV0250;SPC MS E     -   217,710.      308,530.      MT  (+/- 180 meters Scaled)
 BV0250
 BV0250                          SUPERSEDED SURVEY CONTROL
 BV0250
 BV0250  NGVD 29 (??/??/92)   94.786  (m)          310.98   (f) ADJ UNCH    1 2
 BV0250
 BV0250.Superseded values are not recommended for survey control.
 BV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0250.See file dsdata.txt to determine how the superseded data were derived.
 BV0250
 BV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV343823(NAD 83)
 BV0250_MARKER: DB = BENCH MARK DISK
 BV0250_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV0250_SP_SET: BOX CULVERT
 BV0250_STAMPING: D 14 1934
 BV0250_MARK LOGO: CGS   
 BV0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0250+STABILITY: SURFACE MOTION
 BV0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0250+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 BV0250
 BV0250  HISTORY     - Date     Condition        Report By
 BV0250  HISTORY     - 1934     MONUMENTED       CGS
 BV0250  HISTORY     - 1957     GOOD             NGS
 BV0250  HISTORY     - 1966     GOOD             MSHD
 BV0250  HISTORY     - 19910730 GOOD             MSHD
 BV0250
 BV0250                          STATION DESCRIPTION
 BV0250
 BV0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0250'9.05 MI N FROM SANDHILL.
 BV0250'LOCATED 9.05 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 BV0250'STATE HIGHWAYS 42 AND 63 IN SANDHILL, ABOUT THE MIDDLE OF A LONG
 BV0250'GRADE, 0.15 MILE SOUTH OF THE TOP OF THE GRADE, IN A FILL BETWEEN TWO
 BV0250'OPEN CUTS, 50 FEET EAST OF THE CENTER OF THE HIGHWAY AND 14 FEET WEST
 BV0250'OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 BV0250'SOUTH END OF THE EAST HEADWALL OF A 4-FOOT CONCRETE CULVERT WHICH IS
 BV0250'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BV0250
 BV0250                          STATION RECOVERY (1966)
 BV0250
 BV0250'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0250'TO REACH FROM THE U.S. POST OFFICE IN RICHTON GO NORTH ON HIGHWAY 15
 BV0250'FOR 0.3 MILES TO HIGHWAY 42 ON THE RIGHT, TURN RIGHT AND GO 11.5
 BV0250'MILES TO THE INTERSECTION OF HIGHWAY 63 IN SAND HILL, CONTINUE NORTH
 BV0250'ON HIGHWAY 63 FOR 9.5 MILES TO THE MARK ON THE RIGHT IN THE EAST
 BV0250'HEADWALL OF A 4 FOOT CONCRETE CULVERT AND IN THE SOUTH END 0.15 MILES
 BV0250'SOUTH OF THE TOP OF THE HILL, AND IN A FILL BETWEEN TWO OPEN CUTS. IT
 BV0250'IS 60 FEET WEST OF THE CENTER OF HIGHWAY 63 AT STATION 120 & 50, 14
 BV0250'FEET WEST OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BV0250
 BV0250                          STATION RECOVERY (1991)
 BV0250
 BV0250'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0250'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF SAND HILL, IN A
 BV0250'CULVERT UNDER AND ON THE EAST SIDE OF STATE HIGHWAY 63, 8.3 MI
 BV0250'(13.4 KM) SOUTHWEST OF CLARA AND IS IN SECTION 24, T 6N, R 8W.
 BV0250'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 LEADING EAST AND STATE
 BV0250'HIGHWAY 63, AT THE NORTH EDGE OF SAND HILL, GO NORTH ON STATE HIGHWAY
 BV0250'63 FOR 7.45 MI (11.99 KM) TO A CROSSROAD, CONTINUE NORTH ON STATE
 BV0250'HIGHWAY 63 FOR 1.3 MI (2.1 KM) TO THE MARK ON THE RIGHT. THE MARK
 BV0250'ALSO CAN BE REACHED FROM THE POST OFFICE IN CLARA, BY GOING SOUTHWEST
 BV0250'ON STATE HIGHWAY 63 FOR 11.0 MI (17.7 KM) TO U.S. FOREST ROAD NO 258
 BV0250'ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 63 FOR 0.4 MI (0.6 KM)
 BV0250'TO THE MARK ON THE LEFT.
 BV0250'MARK IS A STANDARD DISK SET IN A DRILL HOLE 0.55 FT (0.17 M) NORTH OF
 BV0250'THE SOUTH END OF THE EAST HEADWALL OF A CULVERT, ABOUT 12.0 FT
 BV0250'(3.7 M) BELOW THE LEVEL OF THE HIGHWAY, 50.0 FT (15.2 M) EAST OF THE
 BV0250'CENTER OF THE HIGHWAY 63, 17.0 FT (5.2 M) WEST OF A FENCE AND 0.7 FT
 BV0250'(0.2 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1298 ***********************************************************************
 BH1298  DESIGNATION -  D 140
 BH1298  PID         -  BH1298
 BH1298  STATE/COUNTY-  MS/PEARL RIVER
 BH1298  USGS QUAD   -  BOGALUSA EAST (1997)
 BH1298
 BH1298                         *CURRENT SURVEY CONTROL
 BH1298  ___________________________________________________________________
 BH1298* NAD 83(1986)-  30 49 59.     (N)    089 45 16.     (W)     SCALED    
 BH1298* NAVD 88     -        28.71   (+/-2cm)      94.2    (feet)  VERTCON   
 BH1298  ___________________________________________________________________
 BH1298  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BH1298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1298
 BH1298.The horizontal coordinates were scaled from a topographic map and have
 BH1298.an estimated accuracy of +/- 6 seconds.
 BH1298
 BH1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1298.The vertical order pertains to the NGVD 29 superseded value.
 BH1298
 BH1298.The geoid height was determined by GEOID03.
 BH1298
 BH1298;                    North         East    Units  Estimated Accuracy
 BH1298;SPC MS E     -   148,130.      211,880.      MT  (+/- 180 meters Scaled)
 BH1298
 BH1298                          SUPERSEDED SURVEY CONTROL
 BH1298
 BH1298  NGVD 29 (??/??/??)   28.784  (m)           94.44   (f) ADJUSTED    2 0
 BH1298
 BH1298.Superseded values are not recommended for survey control.
 BH1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1298.See file dsdata.txt to determine how the superseded data were derived.
 BH1298
 BH1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV365143(NAD 83)
 BH1298_MARKER: DB = BENCH MARK DISK
 BH1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1298_STAMPING: D 140 1943
 BH1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1298+STABILITY: SURFACE MOTION
 BH1298
 BH1298  HISTORY     - Date     Condition        Report By
 BH1298  HISTORY     - 1943     MONUMENTED       CGS
 BH1298  HISTORY     - 1971     POOR             MSHD
 BH1298  HISTORY     - 1979     POOR             USGS
 BH1298
 BH1298                          STATION DESCRIPTION
 BH1298
 BH1298'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1298'12.7 MI W FROM POPLARVILLE.
 BH1298'THE MARK IS LOCATED 12.7 MILES WEST OF POPLARVILLE ON THE SOUTHEAST OF
 BH1298'STATE HIGHWAY 43, 3.5 MILES NORTHEAST OF THE COMMUNITY OF CROSSROADS
 BH1298'AND ACROSS THE HIGHWAY FROM THE RESIDENCE OF MR. E.J. WHELEAN. IT IS
 BH1298'28 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 43, 28 FEET NORTHEAST OF
 BH1298'THE CENTER OF THE ENTRANCE TO A FIELD, 68 FEET SOUTH OF A 12 INCH
 BH1298'PECAN, 22 FEET SOUTHWEST OF THE PROJECTED PLANE OF THE EAST WALL OF A
 BH1298'WHITE BRICK HOUSE, 1 FOOT NORTHWEST OF A FENCE SET IN THE TOP OF A 6
 BH1298'INCH SQUARE CONCRETE POST ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD
 BH1298'AND PROJECTED 6 INCHES.  TO REACH FROM THE PEARL RIVER COUNTY
 BH1298'COURTHOUSE IN POPLARVILLE, GO NORTH ON STATE HIGHWAY 26 TO AN
 BH1298'INTERSECTION.  TURN LEFT AND CONTINUE WEST ON HIGHWAY 26 FOR 0.45
 BH1298'MILES TO THE INTERSECTION OF U.S. HIGHWAY 11.  CONTINUE WEST ON STATE
 BH1298'HIGHWAY 26 FOR 14.7 MILES TO THE INTERSECTION OF STATE HIGHWAY 43.
 BH1298'TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 43 FOR 2.4 MILES TO A
 BH1298'SIDE ROAD RIGHT.  CONTINUE NORTHEAST ON HIGHWAY 43 FOR 1.4 MILES TO
 BH1298'THE ENTRANCE TO A PASTURE AND THE MARK IS ON THE RIGHT.
 BH1298
 BH1298                          STATION RECOVERY (1979)
 BH1298
 BH1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH1298'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0754 ***********************************************************************
 BV0754  DESIGNATION -  D 142
 BV0754  PID         -  BV0754
 BV0754  STATE/COUNTY-  MS/FORREST
 BV0754  USGS QUAD   -  BROOKLYN (1983)
 BV0754
 BV0754                         *CURRENT SURVEY CONTROL
 BV0754  ___________________________________________________________________
 BV0754* NAD 83(1986)-  31 04 00.     (N)    089 09 47.     (W)     SCALED    
 BV0754* NAVD 88     -        52.83   (+/-2cm)     173.3    (feet)  VERTCON   
 BV0754  ___________________________________________________________________
 BV0754  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BV0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0754
 BV0754.The horizontal coordinates were scaled from a topographic map and have
 BV0754.an estimated accuracy of +/- 6 seconds.
 BV0754
 BV0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0754.The vertical order pertains to the NGVD 29 superseded value.
 BV0754
 BV0754.The geoid height was determined by GEOID03.
 BV0754
 BV0754;                    North         East    Units  Estimated Accuracy
 BV0754;SPC MS E     -   173,710.      268,530.      MT  (+/- 180 meters Scaled)
 BV0754
 BV0754                          SUPERSEDED SURVEY CONTROL
 BV0754
 BV0754  NGVD 29 (??/??/92)   52.84   (m)          173.4    (f) COMPUTED    2 0
 BV0754
 BV0754.Superseded values are not recommended for survey control.
 BV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0754.See file dsdata.txt to determine how the superseded data were derived.
 BV0754
 BV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV936390(NAD 83)
 BV0754_MARKER: DB = BENCH MARK DISK
 BV0754_SETTING: 0 = UNSPECIFIED SETTING
 BV0754_STAMPING: D 142 (1943)
 BV0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0754
 BV0754  HISTORY     - Date     Condition        Report By
 BV0754  HISTORY     - 1943     MONUMENTED       CGS
 BV0754  HISTORY     - 1965     GOOD             MSHD
 BV0754
 BV0754                          STATION DESCRIPTION
 BV0754
 BV0754'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 BV0754'1.75 MI E FROM BROOKLYN.
 BV0754'TO REACH FROM THE FRONT ENTRANCE TO THE U. S. POST OFFICE IN BROOKLYN,
 BV0754'GO EAST ON A BLACKTOP ROAD FOR .3 MILES TO A FORK.  TAKE THE LEFT FORK
 BV0754'AND GO 1.60 MILES TO THE MARK ON THE RIGHT.  IT IS 85 FEET SOUTH OF
 BV0754'THE CENTER OF A BLACKTOP ROAD, 52.50 FEET SOUTHEAST OF A POWER POLE,
 BV0754'4.40 FEET WEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0275 ***********************************************************************
 BV0275  DESIGNATION -  D 143
 BV0275  PID         -  BV0275
 BV0275  STATE/COUNTY-  MS/GREENE
 BV0275  USGS QUAD   -  MC LAIN (1982)
 BV0275
 BV0275                         *CURRENT SURVEY CONTROL
 BV0275  ___________________________________________________________________
 BV0275* NAD 83(1986)-  31 01 05.     (N)    088 48 52.     (W)     SCALED    
 BV0275* NAVD 88     -        46.85   (+/-2cm)     153.7    (feet)  VERTCON   
 BV0275  ___________________________________________________________________
 BV0275  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BV0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0275
 BV0275.The horizontal coordinates were scaled from a topographic map and have
 BV0275.an estimated accuracy of +/- 6 seconds.
 BV0275
 BV0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0275.The vertical order pertains to the NGVD 29 superseded value.
 BV0275
 BV0275.The geoid height was determined by GEOID03.
 BV0275
 BV0275;                    North         East    Units  Estimated Accuracy
 BV0275;SPC MS E     -   168,280.      301,800.      MT  (+/- 180 meters Scaled)
 BV0275
 BV0275                          SUPERSEDED SURVEY CONTROL
 BV0275
 BV0275  NGVD 29 (??/??/92)   46.85   (m)          153.7    (f) COMPUTED    2 0
 BV0275
 BV0275.Superseded values are not recommended for survey control.
 BV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0275.See file dsdata.txt to determine how the superseded data were derived.
 BV0275
 BV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV268330(NAD 83)
 BV0275_MARKER: DB = BENCH MARK DISK
 BV0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0275_STAMPING: D 143 (1943)
 BV0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0275+STABILITY: SURFACE MOTION
 BV0275
 BV0275  HISTORY     - Date     Condition        Report By
 BV0275  HISTORY     - 1943     MONUMENTED       CGS
 BV0275  HISTORY     - 1966     GOOD             MSHD
 BV0275
 BV0275                          STATION DESCRIPTION
 BV0275
 BV0275'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0275'7.8 MI SE FROM MCLAIN.
 BV0275'TO REACH FROM THE U.S. POST OFFICE IN MCLAIN GO SOUTHEAST ON HIGHWAY
 BV0275'98 FOR 0.7 MILES TO HIGHWAY 57 ON THE RIGHT, TURN RIGHT AND GO 5.75
 BV0275'MILES TO THE CROSSROADS AT LEAF, TURN RIGHT ON DESOTO NATIONAL FOREST
 BV0275'ROAD 309 AND GO 1.3 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  IT
 BV0275'IS 29 FEET NORTHEAST OF THE CENTER OF 309 AND 1 FOOT NORTHEAST OF A
 BV0275'METAL WITNESS POST.  STANDARD DISK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0825 ***********************************************************************
 BH0825  DESIGNATION -  D 144
 BH0825  PID         -  BH0825
 BH0825  STATE/COUNTY-  MS/HARRISON
 BH0825  USGS QUAD   -  AIREY (1982)
 BH0825
 BH0825                         *CURRENT SURVEY CONTROL
 BH0825  ___________________________________________________________________
 BH0825* NAD 83(1986)-  30 38 21.     (N)    089 04 42.     (W)     SCALED    
 BH0825* NAVD 88     -        44.98   (+/-2cm)     147.6    (feet)  VERTCON   
 BH0825  ___________________________________________________________________
 BH0825  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0825
 BH0825.The horizontal coordinates were scaled from a topographic map and have
 BH0825.an estimated accuracy of +/- 6 seconds.
 BH0825
 BH0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0825.The vertical order pertains to the NGVD 29 superseded value.
 BH0825
 BH0825.The geoid height was determined by GEOID03.
 BH0825
 BH0825;                    North         East    Units  Estimated Accuracy
 BH0825;SPC MS E     -   126,300.      276,520.      MT  (+/- 180 meters Scaled)
 BH0825
 BH0825                          SUPERSEDED SURVEY CONTROL
 BH0825
 BH0825  NGVD 29 (??/??/??)   44.977  (m)          147.56   (f) ADJUSTED    2 0
 BH0825
 BH0825.Superseded values are not recommended for survey control.
 BH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0825.See file dsdata.txt to determine how the superseded data were derived.
 BH0825
 BH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU008914(NAD 83)
 BH0825_MARKER: DB = BENCH MARK DISK
 BH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0825_STAMPING: D 144 1943
 BH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0825+STABILITY: SURFACE MOTION
 BH0825
 BH0825  HISTORY     - Date     Condition        Report By
 BH0825  HISTORY     - 1943     MONUMENTED       CGS
 BH0825  HISTORY     - 1972     GOOD             MSHD
 BH0825  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0825
 BH0825                          STATION DESCRIPTION
 BH0825
 BH0825'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0825'3.5 MI E FROM SAUCIER.
 BH0825'THE MARK IS LOCATED 3.5 MILES EAST OF SAUCIER IN THE SOUTHEAST ANGLE
 BH0825'OF THE JUNCTION OF A GRAVELED ROAD WITH STATE HIGHWAY 67, 18.7 MILES
 BH0825'NORTH OF GULFPORT, 217 MILES SOUTH OF THE STONE-HARRISON COUNTY LINE
 BH0825'NEAR THE CENTER OF SECTION 3, T 5S, R 11W.  IT IS 39 FEET SOUTHWEST OF
 BH0825'THE CENTER OF HIGHWAY 67, 44 FEET SOUTHEAST OF THE CENTER OF A
 BH0825'GRAVELED ROAD, 32 FEET NORTHEAST OF THE NORTH END OF A FENCE, 1 FOOT
 BH0825'SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 BH0825'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BH0825'4 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BH0825'HIGHWAY 26 JUST SOUTH OF THE SCHOOL IN SAUCIER GO EAST ON HIGHWAY 67
 BH0825'FOR 4.1 MILES TO A SIDE ROAD AND THE STATION IS ON THE RIGHT.
 BH0825
 BH0825                          STATION RECOVERY (1979)
 BH0825
 BH0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0587 ***********************************************************************
 BH0587  DESIGNATION -  D 146
 BH0587  PID         -  BH0587
 BH0587  STATE/COUNTY-  MS/STONE
 BH0587  USGS QUAD   -  BEATRICE (1982)
 BH0587
 BH0587                         *CURRENT SURVEY CONTROL
 BH0587  ___________________________________________________________________
 BH0587* NAD 83(1986)-  30 41 54.     (N)    088 59 48.     (W)     SCALED    
 BH0587* NAVD 88     -        49.73   (+/-2cm)     163.2    (feet)  VERTCON   
 BH0587  ___________________________________________________________________
 BH0587  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0587
 BH0587.The horizontal coordinates were scaled from a topographic map and have
 BH0587.an estimated accuracy of +/- 6 seconds.
 BH0587
 BH0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0587.The vertical order pertains to the NGVD 29 superseded value.
 BH0587
 BH0587.The geoid height was determined by GEOID03.
 BH0587
 BH0587;                    North         East    Units  Estimated Accuracy
 BH0587;SPC MS E     -   132,850.      284,350.      MT  (+/- 180 meters Scaled)
 BH0587
 BH0587                          SUPERSEDED SURVEY CONTROL
 BH0587
 BH0587  NGVD 29 (??/??/??)   49.728  (m)          163.15   (f) ADJUSTED    2 0
 BH0587
 BH0587.Superseded values are not recommended for survey control.
 BH0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0587.See file dsdata.txt to determine how the superseded data were derived.
 BH0587
 BH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU087978(NAD 83)
 BH0587_MARKER: DB = BENCH MARK DISK
 BH0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0587_STAMPING: D 146 1943
 BH0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0587+STABILITY: SURFACE MOTION
 BH0587
 BH0587  HISTORY     - Date     Condition        Report By
 BH0587  HISTORY     - 1943     MONUMENTED       CGS
 BH0587  HISTORY     - 1971     POOR             MSHD
 BH0587
 BH0587                          STATION DESCRIPTION
 BH0587
 BH0587'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0587'8 MI SE FROM PERKINSTON.
 BH0587'THE MARK IS LOCATED 10 MILES SOUTHEAST OF PERKINSTON IN THE SOUTHWEST
 BH0587'ANGLE OF A T INTERSECTION, 8.4 MILES EAST-SOUTHEAST OF MCHENRY IN THE
 BH0587'SOUTHWEST 1/4 OF SECTION 6 T 4D, R 10W.  IT IS 31 FEET SOUTH OF THE
 BH0587'CENTER OF U.S. FOREST ROAD NO 401, 32 FEET WEST OF FOREST ROAD NO 420,
 BH0587'23 FEET SOUTHEAST OF A UTILITY POLE, 16.5 FEET NORTHWEST OF A 420
 BH0587'SIGN, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 6
 BH0587'INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND
 BH0587'IS FLUSH WITH THE GROUND.  TO REACH FROM THE OVERPASS AT PERKINSTON,
 BH0587'GO SOUTH ON U.S. HIGHWAY 49 FOR 1.5 MILES TO A CROSSROAD. TURN LEFT
 BH0587'AND GO SOUTHEAST ON A BLACK TOP ROAD FOR 2.8 MILES TO ANOTHER
 BH0587'CROSSROAD AND THEN TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 1.5
 BH0587'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST ON A BLACK TOP ROAD
 BH0587'FOR 4.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 BH0587'GRAVELED ROAD FOR 2 MILES TO A T INTERSECTION.  TURN LEFT AND GO EAST
 BH0587'ON U.S. FOREST ROAD FOR 1.5 MILES TO A SIDE ROAD AND MARK IS ON THE
 BH0587'RIGHT.  NOTE-- THE MARK HAS BEEN DISTURBED AND SHOULD BE USED WITH
 BH0587'CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1639 ***********************************************************************
 BH1639  DESIGNATION -  D 148
 BH1639  PID         -  BH1639
 BH1639  STATE/COUNTY-  MS/GEORGE
 BH1639  USGS QUAD   -  BARBARA (1982)
 BH1639
 BH1639                         *CURRENT SURVEY CONTROL
 BH1639  ___________________________________________________________________
 BH1639* NAD 83(1986)-  30 54 41.     (N)    088 53 11.     (W)     SCALED    
 BH1639* NAVD 88     -        67.10   (+/-2cm)     220.1    (feet)  VERTCON   
 BH1639  ___________________________________________________________________
 BH1639  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH1639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1639
 BH1639.The horizontal coordinates were scaled from a topographic map and have
 BH1639.an estimated accuracy of +/- 6 seconds.
 BH1639
 BH1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1639.The vertical order pertains to the NGVD 29 superseded value.
 BH1639
 BH1639.The geoid height was determined by GEOID03.
 BH1639
 BH1639;                    North         East    Units  Estimated Accuracy
 BH1639;SPC MS E     -   156,450.      294,930.      MT  (+/- 180 meters Scaled)
 BH1639
 BH1639                          SUPERSEDED SURVEY CONTROL
 BH1639
 BH1639  NGVD 29 (??/??/??)   67.095  (m)          220.13   (f) ADJUSTED    2 0
 BH1639
 BH1639.Superseded values are not recommended for survey control.
 BH1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1639.See file dsdata.txt to determine how the superseded data were derived.
 BH1639
 BH1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV197213(NAD 83)
 BH1639_MARKER: DB = BENCH MARK DISK
 BH1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1639_STAMPING: D 148 1943
 BH1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1639+STABILITY: SURFACE MOTION
 BH1639
 BH1639  HISTORY     - Date     Condition        Report By
 BH1639  HISTORY     - 1943     MONUMENTED       MSHD
 BH1639  HISTORY     - 1958     GOOD             CGS
 BH1639
 BH1639                          STATION DESCRIPTION
 BH1639
 BH1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH1639'14.2 MI W FROM LUCEDALE.
 BH1639'LOCATED 14.2 MILES WEST ALONG STATE HIGHWAY 26 FROM ITS JUNCTION WITH
 BH1639'STATE HIGHWAY 98 IN LUCEDALE, THENCE NORTH ALONG BLACK TOP ROAD FOR
 BH1639'0.2 MILE TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 0.85 MILE TO A
 BH1639'FORK, TAKE RIGHT FORK AND GO NORTH FOR 3.1 MILES TO THE JUNCTION WITH
 BH1639'DESOTA NATIONAL FOREST ROAD NO. 307, TURN LEFT AND GO WEST ON DESOTA
 BH1639'NATIONAL FOREST ROAD NO. 307 FOR 3.1 MILES TO THE MARK ON THE LEFT AT
 BH1639'THE FOOT OF A HILL, WHICH IS 1.95 MILE EAST OF THE DEEP CREEK CROSS-
 BH1639'ROAD AND SCHOOL. IT IS 150 FEET WEST OF A SMALL WOODEN BRIDGE, 42.0
 BH1639'FEET SOUTH OF THE CENTER OF THE ROAD, 16.5 FEET SOUTH OF A TELEPHONE
 BH1639'POLE, OPPOSITE A WOODS ROAD LEADING NORTH, AT THE NORTH EDGE OF A TIM-
 BH1639'BERED AREA AND ON THE EAST SLOPE OF THE HILL. IT IS A STANDARD DISK
 BH1639'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES
 BH1639'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0694 ***********************************************************************
 BV0694  DESIGNATION -  D 149
 BV0694  PID         -  BV0694
 BV0694  STATE/COUNTY-  MS/LAMAR
 BV0694  USGS QUAD   -  DIXIE (1982)
 BV0694
 BV0694                         *CURRENT SURVEY CONTROL
 BV0694  ___________________________________________________________________
 BV0694* NAD 83(1986)-  31 12 21.     (N)    089 22 04.     (W)     SCALED    
 BV0694* NAVD 88     -        99.01   (+/-2cm)     324.8    (feet)  VERTCON   
 BV0694  ___________________________________________________________________
 BV0694  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BV0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0694
 BV0694.The horizontal coordinates were scaled from a topographic map and have
 BV0694.an estimated accuracy of +/- 6 seconds.
 BV0694
 BV0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0694.The vertical order pertains to the NGVD 29 superseded value.
 BV0694
 BV0694.The geoid height was determined by GEOID03.
 BV0694
 BV0694;                    North         East    Units  Estimated Accuracy
 BV0694;SPC MS E     -   189,220.      249,070.      MT  (+/- 180 meters Scaled)
 BV0694
 BV0694                          SUPERSEDED SURVEY CONTROL
 BV0694
 BV0694  NGVD 29 (??/??/92)   99.028  (m)          324.89   (f) ADJ UNCH    2 0
 BV0694
 BV0694.Superseded values are not recommended for survey control.
 BV0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0694.See file dsdata.txt to determine how the superseded data were derived.
 BV0694
 BV0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV744548(NAD 83)
 BV0694_MARKER: DB = BENCH MARK DISK
 BV0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0694_STAMPING: D 149 1943 (324.894)
 BV0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0694+STABILITY: SURFACE MOTION
 BV0694
 BV0694  HISTORY     - Date     Condition        Report By
 BV0694  HISTORY     - 1943     MONUMENTED       CGS
 BV0694  HISTORY     - 1956     GOOD             NGS
 BV0694  HISTORY     - 1964     GOOD             NGS
 BV0694
 BV0694                          STATION DESCRIPTION
 BV0694
 BV0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0694'5.3 MI N FROM PURVIS.
 BV0694'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 11 IN PURVIS, GO NORTH ON
 BV0694'U.S. HIGHWAY 11 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO
 BV0694'0.2 MILE TO THE MARK ON THE RIGHT IN THE NORTHWEST ANGLE OF A
 BV0694'CROSSROAD.  IT IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 36 FEET
 BV0694'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 27 FEET NORTHWEST OF THE
 BV0694'NORTHWEST END OF A CONCRETE CULVERT AND 14 FEET NORTHEAST OF A DITCH.
 BV0694'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BV0694'INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0694
 BV0694                          STATION RECOVERY (1964)
 BV0694
 BV0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0942 ***********************************************************************
 BV0942  DESIGNATION -  D 150
 BV0942  PID         -  BV0942
 BV0942  STATE/COUNTY-  MS/LAMAR
 BV0942  USGS QUAD   -  BAXTERVILLE (1982)
 BV0942
 BV0942                         *CURRENT SURVEY CONTROL
 BV0942  ___________________________________________________________________
 BV0942* NAD 83(1986)-  31 04 28.     (N)    089 36 07.     (W)     SCALED    
 BV0942* NAVD 88     -       104.77   (+/-2cm)     343.7    (feet)  VERTCON   
 BV0942  ___________________________________________________________________
 BV0942  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BV0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0942
 BV0942.The horizontal coordinates were scaled from a topographic map and have
 BV0942.an estimated accuracy of +/- 6 seconds.
 BV0942
 BV0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0942.The vertical order pertains to the NGVD 29 superseded value.
 BV0942
 BV0942.The geoid height was determined by GEOID03.
 BV0942
 BV0942;                    North         East    Units  Estimated Accuracy
 BV0942;SPC MS E     -   174,780.      226,650.      MT  (+/- 180 meters Scaled)
 BV0942
 BV0942                          SUPERSEDED SURVEY CONTROL
 BV0942
 BV0942  NGVD 29 (??/??/92)  104.798  (m)          343.82   (f) ADJ UNCH    2 0
 BV0942
 BV0942.Superseded values are not recommended for survey control.
 BV0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0942.See file dsdata.txt to determine how the superseded data were derived.
 BV0942
 BV0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV517407(NAD 83)
 BV0942_MARKER: DB = BENCH MARK DISK
 BV0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0942_STAMPING: D 150 1943 (343.848)
 BV0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0942+STABILITY: SURFACE MOTION
 BV0942
 BV0942  HISTORY     - Date     Condition        Report By
 BV0942  HISTORY     - 1943     MONUMENTED       CGS
 BV0942  HISTORY     - 1964     GOOD             MSHD
 BV0942  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0942
 BV0942                          STATION DESCRIPTION
 BV0942
 BV0942'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0942'1.1 MI W FROM BAXTERVILLE.
 BV0942'THE MARK IS LOCATED 1.1 MILES WEST ALONG A COUNTY ROAD FROM THE POST
 BV0942'OFFICE IN BAXTERVILLE.  THE MARK IS A DISK SET IN THE TOP OF A 6 INCH
 BV0942'SQUARE, CONCRETE POST.  IT IS 27 FEET NORTH OF THE CENTERLINE OF THE
 BV0942'COUNTY ROAD, 7 FEET SOUTH OF A 14 INCH OAK TREE WITH A TRIANGULAR
 BV0942'BLAZE ON THE SOUTH SIDE, 7 FEET EAST OF A 10 INCH OAK TREE WITH A
 BV0942'TRIANGULAR BLAZE ON THE SOUTH SIDE, 1.8 FEET EAST OF THE REFERENCE
 BV0942'POST.
 BV0942
 BV0942                          STATION RECOVERY (2000)
 BV0942
 BV0942'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0942'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0957 ***********************************************************************
 BV0957  DESIGNATION -  D 151
 BV0957  PID         -  BV0957
 BV0957  STATE/COUNTY-  MS/MARION
 BV0957  USGS QUAD   -  SANDY HOOK (1970)
 BV0957
 BV0957                         *CURRENT SURVEY CONTROL
 BV0957  ___________________________________________________________________
 BV0957* NAD 83(1986)-  31 03 47.     (N)    089 46 24.     (W)     SCALED    
 BV0957* NAVD 88     -        33.88   (+/-2cm)     111.2    (feet)  VERTCON   
 BV0957  ___________________________________________________________________
 BV0957  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BV0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0957
 BV0957.The horizontal coordinates were scaled from a topographic map and have
 BV0957.an estimated accuracy of +/- 6 seconds.
 BV0957
 BV0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0957.The vertical order pertains to the NGVD 29 superseded value.
 BV0957
 BV0957.The geoid height was determined by GEOID03.
 BV0957
 BV0957;                    North         East    Units  Estimated Accuracy
 BV0957;SPC MS W     -   173,400.      753,450.      MT  (+/- 180 meters Scaled)
 BV0957
 BV0957                          SUPERSEDED SURVEY CONTROL
 BV0957
 BV0957  NGVD 29 (??/??/92)   33.927  (m)          111.31   (f) ADJ UNCH    2 0
 BV0957
 BV0957.Superseded values are not recommended for survey control.
 BV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0957.See file dsdata.txt to determine how the superseded data were derived.
 BV0957
 BV0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV353398(NAD 83)
 BV0957_MARKER: DB = BENCH MARK DISK
 BV0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0957_STAMPING: D-151 1943
 BV0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0957+STABILITY: SURFACE MOTION
 BV0957
 BV0957  HISTORY     - Date     Condition        Report By
 BV0957  HISTORY     - 1943     MONUMENTED       CGS
 BV0957
 BV0957                          STATION DESCRIPTION
 BV0957
 BV0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0957'25.05 MI NW FROM POPLARVILLE.
 BV0957'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 11, THENCE, 12.4 MILES
 BV0957'NORTHWEST ALONG A COUNTY ROAD, THENCE, 10 MILES NORTHWEST ALONG THE
 BV0957'RIVER ROAD, THENCE, 1.25 MILES WEST ALONG THE OLD FERRY ROAD THROUGH
 BV0957'THE A. ADCOX FARM YARD, NOW USED AS A LOGGING ROAD.  FROM THE POST
 BV0957'OFFICE AT POPLARVILLE.  SET BY TWO (2) SWEET GUMBALL TREES, EACH WITH
 BV0957'A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.  12 FEET NORTHWEST OF THE
 BV0957'CENTER-LINE OF THE ROAD, 9 FEET EAST OF A TREE, 8.6 FEET SOUTHEAST OF
 BV0957'A TREE.  1.3 FEET SOUTHEAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0318 ***********************************************************************
 BV0318  DESIGNATION -  D 152
 BV0318  PID         -  BV0318
 BV0318  STATE/COUNTY-  MS/PERRY
 BV0318  USGS QUAD   -  RHODES (1964)
 BV0318
 BV0318                         *CURRENT SURVEY CONTROL
 BV0318  ___________________________________________________________________
 BV0318* NAD 83(1986)-  31 22 55.     (N)    088 56 11.     (W)     SCALED    
 BV0318* NAVD 88     -        60.451  (meters)     198.33   (feet)  ADJUSTED  
 BV0318  ___________________________________________________________________
 BV0318  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BV0318  DYNAMIC HT  -          60.377 (meters)     198.09  (feet)  COMP
 BV0318  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 BV0318
 BV0318  VERT ORDER  -  SECOND    CLASS 0
 BV0318
 BV0318.The horizontal coordinates were scaled from a topographic map and have
 BV0318.an estimated accuracy of +/- 6 seconds.
 BV0318
 BV0318.The orthometric height was determined by differential leveling
 BV0318.and adjusted in May 1996.
 BV0318
 BV0318.The geoid height was determined by GEOID03.
 BV0318
 BV0318.The dynamic height is computed by dividing the NAVD 88
 BV0318.geopotential number by the normal gravity value computed on the
 BV0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0318.degrees latitude (g = 980.6199 gals.).
 BV0318
 BV0318.The modeled gravity was interpolated from observed gravity values.
 BV0318
 BV0318;                    North         East    Units  Estimated Accuracy
 BV0318;SPC MS E     -   208,630.      290,200.      MT  (+/- 180 meters Scaled)
 BV0318
 BV0318                          SUPERSEDED SURVEY CONTROL
 BV0318
 BV0318  NGVD 29 (??/??/92)   60.46   (m)          198.4    (f) COMPUTED    2 0
 BV0318
 BV0318.Superseded values are not recommended for survey control.
 BV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0318.See file dsdata.txt to determine how the superseded data were derived.
 BV0318
 BV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV158735(NAD 83)
 BV0318_MARKER: DB = BENCH MARK DISK
 BV0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV0318_SP_SET: HEADWALL
 BV0318_STAMPING: D 152 1943
 BV0318_MARK LOGO: CGS   
 BV0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0318+STABILITY: SURFACE MOTION
 BV0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0318+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1987
 BV0318
 BV0318  HISTORY     - Date     Condition        Report By
 BV0318  HISTORY     - 1943     MONUMENTED       CGS
 BV0318  HISTORY     - 1964     GOOD             NGS
 BV0318  HISTORY     - 19870218 GOOD             MSHD
 BV0318
 BV0318                          STATION DESCRIPTION
 BV0318
 BV0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0318'2.1 MI N FROM RICHTON.
 BV0318'2.1 MILES NORTH ALONG THE STATE HIGHWAY NO. 15 FROM THE POST OFFICE AT
 BV0318'RICHTON.  SET IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 BV0318'BRIDGE.  19.6 FEET EAST OF THE CENTER-LINE OF STATE HIGHWAY NO. 15.
 BV0318
 BV0318                          STATION RECOVERY (1964)
 BV0318
 BV0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0318'RECOVERED IN GOOD CONDITION.
 BV0318
 BV0318                          STATION RECOVERY (1987)
 BV0318
 BV0318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0318'MARK IS LOCATED 3.54 KM (2.20 MI) NORTH OF RICHTON IN A CONCRETE BOX
 BV0318'CULVERT, 0.08 KM (0.05 MI) SOUTH OF A CROSSROAD IN SECTION 19, T5N,
 BV0318'R9W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE
 BV0318'HIGHWAY 15 FOR 3.54 KM (2.20 MI) TO A DOUBLE BOX CULVERT AND THE MARK
 BV0318'ON THE RIGHT.  MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 BV0318'SOUTH END OF THE EAST HEADWALL OF A 24X5 FT DOUBLE CONCRETE BOX
 BV0318'CULVERT.  IT IS 5.94 M (19.5 FT) EAST CENTER HIGHWAY 15, 0.30 M
 BV0318'(1.0 FT) NORTH OF A CARSONITE WITNESS POST AND ABOUT 0.90 M (3.0 FT)
 BV0318'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0807 ***********************************************************************
 BH0807  DESIGNATION -  D 153
 BH0807  PID         -  BH0807
 BH0807  STATE/COUNTY-  MS/HANCOCK
 BH0807  USGS QUAD   -  NECAISE (1982)
 BH0807
 BH0807                         *CURRENT SURVEY CONTROL
 BH0807  ___________________________________________________________________
 BH0807* NAD 83(1986)-  30 34 51.     (N)    089 29 33.     (W)     SCALED    
 BH0807* NAVD 88     -        32.70   (+/-2cm)     107.3    (feet)  VERTCON   
 BH0807  ___________________________________________________________________
 BH0807  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BH0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0807
 BH0807.The horizontal coordinates were scaled from a topographic map and have
 BH0807.an estimated accuracy of +/- 6 seconds.
 BH0807
 BH0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0807.The vertical order pertains to the NGVD 29 superseded value.
 BH0807
 BH0807.The geoid height was determined by GEOID03.
 BH0807
 BH0807;                    North         East    Units  Estimated Accuracy
 BH0807;SPC MS E     -   119,990.      236,780.      MT  (+/- 180 meters Scaled)
 BH0807
 BH0807                          SUPERSEDED SURVEY CONTROL
 BH0807
 BH0807  NGVD 29 (??/??/??)   32.765  (m)          107.50   (f) ADJUSTED    2 0
 BH0807
 BH0807.Superseded values are not recommended for survey control.
 BH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0807.See file dsdata.txt to determine how the superseded data were derived.
 BH0807
 BH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU609857(NAD 83)
 BH0807_MARKER: DB = BENCH MARK DISK
 BH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0807_STAMPING: D 153 1943
 BH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0807+STABILITY: SURFACE MOTION
 BH0807
 BH0807  HISTORY     - Date     Condition        Report By
 BH0807  HISTORY     - 1943     MONUMENTED       CGS
 BH0807  HISTORY     - 1972     GOOD             MSHD
 BH0807
 BH0807                          STATION DESCRIPTION
 BH0807
 BH0807'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0807'11.8 MI NE FROM PICAYUNE.
 BH0807'THE MARK IS LOCATED 11.8 MILES NORTHEAST OF PICAYUNE ON THE SOUTH ROW
 BH0807'OF A COUNTY ROAD, 12.5 MILES EAST OF THE COMMUNITY OF CAESAR NEAR THE
 BH0807'CENTER OF THE WEST SIDE OF SECTION 27, T 5S, R 15W.  IT IS 36 FEET
 BH0807'SOUTH OF THE CENTER OF A GRAVELED ROAD, 17.5 FEET NORTHEAST OF POWER
 BH0807'POLE NO 231E16, 20.5 FEET NORTH OF A FENCE, 3 FEET SOUTH OF THE EDGE
 BH0807'OF A 4 FOOT BANK, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP
 BH0807'OF A 6 INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BH0807'ROAD AND PROJECTS 3 INCHES.  TO REACH FROM THE CARRIERE INTERCHANGE OF
 BH0807'I-59 GO EAST ON A BLACK TOP ROAD FOR 5.7 MILES TO THE CROSSROAD AT
 BH0807'CAESAR.  CONTINUE EAST ON A GRAVELED ROAD FOR 2 MILES TO ANOTHER
 BH0807'CROSSROAD.  CONTINUE EAST ON A GRAVELED ROAD FOR 1.3 MILES TO A POWER
 BH0807'LINE CROSSING AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0777 ***********************************************************************
 BH0777  DESIGNATION -  D 154
 BH0777  PID         -  BH0777
 BH0777  STATE/COUNTY-  MS/PEARL RIVER
 BH0777  USGS QUAD   -  SAVANNAH (1982)
 BH0777
 BH0777                         *CURRENT SURVEY CONTROL
 BH0777  ___________________________________________________________________
 BH0777* NAD 83(1986)-  30 40 30.     (N)    089 26 10.     (W)     SCALED    
 BH0777* NAVD 88     -        77.53   (+/-2cm)     254.4    (feet)  VERTCON   
 BH0777  ___________________________________________________________________
 BH0777  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0777
 BH0777.The horizontal coordinates were scaled from a topographic map and have
 BH0777.an estimated accuracy of +/- 6 seconds.
 BH0777
 BH0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0777.The vertical order pertains to the NGVD 29 superseded value.
 BH0777
 BH0777.The geoid height was determined by GEOID03.
 BH0777
 BH0777;                    North         East    Units  Estimated Accuracy
 BH0777;SPC MS E     -   130,400.      242,240.      MT  (+/- 180 meters Scaled)
 BH0777
 BH0777                          SUPERSEDED SURVEY CONTROL
 BH0777
 BH0777  NGVD 29 (??/??/??)   77.576  (m)          254.51   (f) ADJUSTED    2 0
 BH0777
 BH0777.Superseded values are not recommended for survey control.
 BH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0777.See file dsdata.txt to determine how the superseded data were derived.
 BH0777
 BH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU666961(NAD 83)
 BH0777_MARKER: DB = BENCH MARK DISK
 BH0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0777_STAMPING: D-154 1943
 BH0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0777+STABILITY: SURFACE MOTION
 BH0777
 BH0777  HISTORY     - Date     Condition        Report By
 BH0777  HISTORY     - 1943     MONUMENTED       CGS
 BH0777  HISTORY     - 1955     GOOD             CGS
 BH0777
 BH0777                          STATION DESCRIPTION
 BH0777
 BH0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0777'13.5 MI SE FROM POPLARVILLE.
 BH0777'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 26 FROM THE POST OFFICE AT
 BH0777'POPLARVILLE, THENCE 11.3 MILES SOUTHEAST ALONG THE GRADED COUNTY ROAD,
 BH0777'SET IN THE WEST QUARTER OF A ROAD CROSSING, 31 FEET SOUTHWEST OF THE
 BH0777'CENTER-LINE OF THE MAIN ROAD, 21 FEET NORTHWEST OF THE CENTER-LINE OF
 BH0777'THE PRIVATE ROAD LEADING SOUTHWEST TO FARM HOUSE, 4.6 FEET SOUTH OF
 BH0777'THE CORNER FENCE POST, 2 FEET SOUTHEAST OF THE FENCE, 1 FOOT NORTHEAST
 BH0777'OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 BH0777'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 BH0777
 BH0777                          STATION RECOVERY (1955)
 BH0777
 BH0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0778 ***********************************************************************
 BH0778  DESIGNATION -  D 154 RESET 1955
 BH0778  PID         -  BH0778
 BH0778  STATE/COUNTY-  MS/PEARL RIVER
 BH0778  USGS QUAD   -  SAVANNAH (1982)
 BH0778
 BH0778                         *CURRENT SURVEY CONTROL
 BH0778  ___________________________________________________________________
 BH0778* NAD 83(1986)-  30 40 31.     (N)    089 26 09.     (W)     SCALED    
 BH0778* NAVD 88     -        76.57   (+/-2cm)     251.2    (feet)  VERTCON   
 BH0778  ___________________________________________________________________
 BH0778  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH0778  VERT ORDER  -  THIRD (See Below)
 BH0778
 BH0778.The horizontal coordinates were scaled from a topographic map and have
 BH0778.an estimated accuracy of +/- 6 seconds.
 BH0778
 BH0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0778.The vertical order pertains to the NGVD 29 superseded value.
 BH0778
 BH0778.The geoid height was determined by GEOID03.
 BH0778
 BH0778;                    North         East    Units  Estimated Accuracy
 BH0778;SPC MS E     -   130,430.      242,270.      MT  (+/- 180 meters Scaled)
 BH0778
 BH0778                          SUPERSEDED SURVEY CONTROL
 BH0778
 BH0778  NGVD 29 (??/??/??)   76.62   (m)          251.4    (f) RESET       3  
 BH0778
 BH0778.Superseded values are not recommended for survey control.
 BH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0778.See file dsdata.txt to determine how the superseded data were derived.
 BH0778
 BH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU666961(NAD 83)
 BH0778_MARKER: DB = BENCH MARK DISK
 BH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0778_STAMPING: D 154 RESET 1955
 BH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0778+STABILITY: SURFACE MOTION
 BH0778
 BH0778  HISTORY     - Date     Condition        Report By
 BH0778  HISTORY     - 1955     MONUMENTED       CGS
 BH0778  HISTORY     - 1971     GOOD             MSHD
 BH0778
 BH0778                          STATION DESCRIPTION
 BH0778
 BH0778'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0778'13 MI SE FROM POPLARVILLE.
 BH0778'THE MARK IS LOCATED 13 MILES SOUTHEAST OF POPLARVILLE ON THE NORTHEAST
 BH0778'R.O.W. OF STATE HIGHWAY 53, 5.4 MILES SOUTHEAST OF THE COMMUNITY OF
 BH0778'SAVANNAH, 0.75 MILE NORTHWEST OF THE STEEP HOLLOW BAPTIST CHURCH IN
 BH0778'THE NORTHWEST 1/4 OF SECTION 30, T4S, R14W.  IT IS 47 FEET NORTHEAST
 BH0778'OF THE CENTER OF STATE HIGHWAY 53, 41 FEET SOUTHEAST OF THE CENTER OF
 BH0778'A DRIVEWAY LEADING INTO A FIELD, 3.5 FEET NORTHWEST OF A POWER POLE,
 BH0778'97.5 FEET EAST AND ACROSS THE HIGHWAY FROM A 10-INCH PECAN, 1 FOOT
 BH0778'SOUTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST. IT IS
 BH0778'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST ABOUT 1 FOOT ABOVE THE
 BH0778'LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO REACH THE MARK FROM THE
 BH0778'PEARL RIVER COUNTY COURTHOUSE IN POPLARVILLE GO SOUTH ON STATE HIGHWAY
 BH0778'53 AND 26 FOR 0.65 MILE TO THE JUNCTION OF STATE HIGHWAY 26. CONTINUE
 BH0778'SOUTHEAST ON STATE HIGHWAY 53 FOR 2.05 MILES TO INTERSTATE HIGHWAY 59.
 BH0778'CONTINUE SOUTHEAST ON STATE HIGHWAY 53 FOR 5.5 MILES TO A FORK. TAKE
 BH0778'THE LEFT FORK AND CONTINUE SOUTHEAST ON STATE HIGHWAY 53 FOR 2.8 MILES
 BH0778'TO A CROSSROAD.  CONTINUE SOUTHEAST ON STATE HIGHWAY 53 FOR 3.15 MILES
 BH0778'TO A DRIVEWAY LEADING TO A BRICK HOUSE ON THE RIGHT, AND THE MARK ON
 BH0778'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0596 ***********************************************************************
 BV0596  DESIGNATION -  D 156
 BV0596  PID         -  BV0596
 BV0596  STATE/COUNTY-  MS/FORREST
 BV0596  USGS QUAD   -  BARRONTOWN (1985)
 BV0596
 BV0596                         *CURRENT SURVEY CONTROL
 BV0596  ___________________________________________________________________
 BV0596* NAD 83(1986)-  31 22 59.     (N)    089 10 43.     (W)     SCALED    
 BV0596* NAVD 88     -        89.63   (+/-2cm)     294.1    (feet)  VERTCON   
 BV0596  ___________________________________________________________________
 BV0596  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BV0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0596
 BV0596.The horizontal coordinates were scaled from a topographic map and have
 BV0596.an estimated accuracy of +/- 6 seconds.
 BV0596
 BV0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0596.The vertical order pertains to the NGVD 29 superseded value.
 BV0596
 BV0596.The geoid height was determined by GEOID03.
 BV0596
 BV0596;                    North         East    Units  Estimated Accuracy
 BV0596;SPC MS E     -   208,800.      267,160.      MT  (+/- 180 meters Scaled)
 BV0596
 BV0596                          SUPERSEDED SURVEY CONTROL
 BV0596
 BV0596  NGVD 29 (??/??/92)   89.633  (m)          294.07   (f) ADJ UNCH    2 0
 BV0596
 BV0596.Superseded values are not recommended for survey control.
 BV0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0596.See file dsdata.txt to determine how the superseded data were derived.
 BV0596
 BV0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV928741(NAD 83)
 BV0596_MARKER: DB = BENCH MARK DISK
 BV0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0596_STAMPING: D 156 1943
 BV0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0596+STABILITY: SURFACE MOTION
 BV0596
 BV0596  HISTORY     - Date     Condition        Report By
 BV0596  HISTORY     - 1943     MONUMENTED       CGS
 BV0596  HISTORY     - 1957     GOOD             NGS
 BV0596  HISTORY     - 1964     GOOD             NGS
 BV0596  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0596
 BV0596                          STATION DESCRIPTION
 BV0596
 BV0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0596'4.8 MI W FROM RUNNELSTOWN.
 BV0596'LOCATED 0.2 MILE WEST ALONG STATE HIGHWAY 42 FROM THE HIGH SCHOOL IN
 BV0596'RUNNELSTOWN, THENCE TAKE RIGHT FORK AND GO 4.6 MILES TO THE MARK ON
 BV0596'THE SOUTHEAST ANGLE OF ROAD LEADING TO A WHITE HOUSE SOUTH OF THE
 BV0596'ROAD, ABOUT 500 FEET NORTHWEST OF A FIRE TOWER, 41 FEET SOUTH OF THE
 BV0596'CENTER OF THE ROAD, 36 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE
 BV0596'HOUSE, 56.5 FEET EAST OF A FENCE CORNER, 23.5 FEET EAST-NORTHEAST OF
 BV0596'AN 18-INCH PECAN TREE, 5 FEET NORTH OF THE CENTER OF THE TELEPHONE
 BV0596'LINE, AND 17 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 BV0596'WHITE HOUSE SOUTH OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP
 BV0596'OF A PRECAST CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FEET ABOVE
 BV0596'THE LEVEL OF THE ROAD.
 BV0596
 BV0596                          STATION RECOVERY (1964)
 BV0596
 BV0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0596'RECOVERED IN GOOD CONDITION.
 BV0596
 BV0596                          STATION RECOVERY (2000)
 BV0596
 BV0596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0596'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0610 ***********************************************************************
 BV0610  DESIGNATION -  D 157
 BV0610  PID         -  BV0610
 BV0610  STATE/COUNTY-  MS/JONES
 BV0610  USGS QUAD   -  OVETT (1985)
 BV0610
 BV0610                         *CURRENT SURVEY CONTROL
 BV0610  ___________________________________________________________________
 BV0610* NAD 83(1986)-  31 28 31.     (N)    089 05 53.     (W)     SCALED    
 BV0610* NAVD 88     -       105.59   (+/-2cm)     346.4    (feet)  VERTCON   
 BV0610  ___________________________________________________________________
 BV0610  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BV0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0610
 BV0610.The horizontal coordinates were scaled from a topographic map and have
 BV0610.an estimated accuracy of +/- 6 seconds.
 BV0610
 BV0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0610.The vertical order pertains to the NGVD 29 superseded value.
 BV0610
 BV0610.The geoid height was determined by GEOID03.
 BV0610
 BV0610;                    North         East    Units  Estimated Accuracy
 BV0610;SPC MS E     -   219,000.      274,850.      MT  (+/- 180 meters Scaled)
 BV0610
 BV0610                          SUPERSEDED SURVEY CONTROL
 BV0610
 BV0610  NGVD 29 (??/??/92)  105.591  (m)          346.43   (f) ADJ UNCH    2 0
 BV0610
 BV0610.Superseded values are not recommended for survey control.
 BV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0610.See file dsdata.txt to determine how the superseded data were derived.
 BV0610
 BV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV006841(NAD 83)
 BV0610_MARKER: DB = BENCH MARK DISK
 BV0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0610_STAMPING: D 157 1943
 BV0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0610+STABILITY: SURFACE MOTION
 BV0610
 BV0610  HISTORY     - Date     Condition        Report By
 BV0610  HISTORY     - 1943     MONUMENTED       CGS
 BV0610  HISTORY     - 1957     GOOD             NGS
 BV0610  HISTORY     - 1964     GOOD             NGS
 BV0610
 BV0610                          STATION DESCRIPTION
 BV0610
 BV0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0610'4.25 MI W FROM OVETT.
 BV0610'LOCATED 1.2 MILES WEST ALONG A BLACK TOP ROAD FROM THE GULF, MOBILE
 BV0610'AND OHIO RAILROAD STATION IN OVETT, THEN TAKE RIGHT FORK AND GO WEST
 BV0610'FOR 2.65 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTH ON GRAVELED
 BV0610'ROAD FOR 0.5 MILE TO THE TOP OF THE HILL AND A BIG WHITE HOUSE IN THE
 BV0610'NORTHEAST ANGLE OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AND THREE
 BV0610'LARGE BARNS ON THE SOUTH SIDE OF THE ROAD.  IT IS 65 PACES EAST OF THE
 BV0610'LARGE WHITE HOUSE AND AT THE NORTHWEST END OF A CURVE IN THE ROAD
 BV0610'WHERE THE ROAD PASSES BETWEEN TWO 30-INCH OAK TREES.  IT IS 43 FEET
 BV0610'NORTH OF THE CENTER OF THE ROAD, 3 FEET SOUTH OF A FENCE LINE, 7 FEET
 BV0610'EAST OF THE EAST END OF A WOODEN GATE, 61.5 FEET NORTHEAST OF THE
 BV0610'LARGE OAK TREE ON THE NORTH SIDE OF THE ROAD, AND 75 FEET NORTHEAST OF
 BV0610'THE LARGE OAK TREE ON THE SOUTH SIDE OF THE ROAD.  THE MARK IS AT THE
 BV0610'SOUTH SIDE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE
 BV0610'TOP OF A CONCRETGE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE
 BV0610'ROAD.
 BV0610
 BV0610                          STATION RECOVERY (1964)
 BV0610
 BV0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0567 ***********************************************************************
 BV0567  DESIGNATION -  D 158 RESET 1958
 BV0567  PID         -  BV0567
 BV0567  STATE/COUNTY-  MS/PERRY
 BV0567  USGS QUAD   -  OVETT SE (1985)
 BV0567
 BV0567                         *CURRENT SURVEY CONTROL
 BV0567  ___________________________________________________________________
 BV0567* NAD 83(1986)-  31 19 05.     (N)    089 06 00.     (W)     SCALED    
 BV0567* NAVD 88     -        41.95   (+/-2cm)     137.6    (feet)  VERTCON   
 BV0567  ___________________________________________________________________
 BV0567  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BV0567  VERT ORDER  -  THIRD (See Below)
 BV0567
 BV0567.The horizontal coordinates were scaled from a topographic map and have
 BV0567.an estimated accuracy of +/- 6 seconds.
 BV0567
 BV0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0567.The vertical order pertains to the NGVD 29 superseded value.
 BV0567
 BV0567.The geoid height was determined by GEOID03.
 BV0567
 BV0567;                    North         East    Units  Estimated Accuracy
 BV0567;SPC MS E     -   201,570.      274,620.      MT  (+/- 180 meters Scaled)
 BV0567
 BV0567                          SUPERSEDED SURVEY CONTROL
 BV0567
 BV0567  NGVD 29 (08/12/04)   41.96   (m)          137.7    (f) RESET       3  
 BV0567
 BV0567.Superseded values are not recommended for survey control.
 BV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0567.See file dsdata.txt to determine how the superseded data were derived.
 BV0567
 BV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV001667(NAD 83)
 BV0567_MARKER: DB = BENCH MARK DISK
 BV0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0567_STAMPING: D 158 RESET 1958
 BV0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0567+STABILITY: SURFACE MOTION
 BV0567
 BV0567  HISTORY     - Date     Condition        Report By
 BV0567  HISTORY     - 1958     MONUMENTED       CGS
 BV0567
 BV0567                          STATION DESCRIPTION
 BV0567
 BV0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BV0567'4.05 MI S FROM RUNNELSTOWN.
 BV0567'4.05 MILES SOUTH ALONG STATE HIGHWAY 29 FROM ITS JUNCTION WITH STATE
 BV0567'HIGHWAY 42 AT THE HIGH SCHOOL AT RUNNELSTOWN, IN THE NORTHEAST ANGLE
 BV0567'OF THE JUNCTION WITH A SIDE ROAD LEADING EAST AND ABOUT 200 FEET EAST
 BV0567'AND ACROSS THE HIGHWAY FROM A WHITE HOUSE WITH RED TRIM.  IT IS 50
 BV0567'FEET EAST OF THE CENTER OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER OF
 BV0567'THE ROAD LEADING EAST, 1.0 FOOT SOUTH OF A FENCE CORNER, AND 1.0 FOOT
 BV0567'SOUTH OF A FENCE LINE.  THE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 BV0567'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0744 ***********************************************************************
 BV0744  DESIGNATION -  D 16
 BV0744  PID         -  BV0744
 BV0744  STATE/COUNTY-  MS/FORREST
 BV0744  USGS QUAD   -  DIXIE (1982)
 BV0744
 BV0744                         *CURRENT SURVEY CONTROL
 BV0744  ___________________________________________________________________
 BV0744* NAD 83(1986)-  31 12 42.     (N)    089 15 09.     (W)     SCALED    
 BV0744* NAVD 88     -        71.538  (meters)     234.70   (feet)  ADJUSTED  
 BV0744  ___________________________________________________________________
 BV0744  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BV0744  DYNAMIC HT  -          71.449 (meters)     234.41  (feet)  COMP
 BV0744  MODELED GRAV-     979,398.1   (mgal)                       NAVD 88
 BV0744
 BV0744  VERT ORDER  -  SECOND    CLASS 0
 BV0744
 BV0744.The horizontal coordinates were scaled from a topographic map and have
 BV0744.an estimated accuracy of +/- 6 seconds.
 BV0744
 BV0744.The orthometric height was determined by differential leveling
 BV0744.and adjusted in May 1996.
 BV0744
 BV0744.The geoid height was determined by GEOID03.
 BV0744
 BV0744.The dynamic height is computed by dividing the NAVD 88
 BV0744.geopotential number by the normal gravity value computed on the
 BV0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0744.degrees latitude (g = 980.6199 gals.).
 BV0744
 BV0744.The modeled gravity was interpolated from observed gravity values.
 BV0744
 BV0744;                    North         East    Units  Estimated Accuracy
 BV0744;SPC MS E     -   189,820.      260,060.      MT  (+/- 180 meters Scaled)
 BV0744
 BV0744                          SUPERSEDED SURVEY CONTROL
 BV0744
 BV0744  NGVD 29 (??/??/92)   71.558  (m)          234.77   (f) ADJ UNCH    2 0
 BV0744
 BV0744.Superseded values are not recommended for survey control.
 BV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0744.See file dsdata.txt to determine how the superseded data were derived.
 BV0744
 BV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV854552(NAD 83)
 BV0744_MARKER: DB = BENCH MARK DISK
 BV0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0744_SP_SET: SQUARE CONCRETE MONUMENT
 BV0744_STAMPING: D 16 1934
 BV0744_MARK LOGO: CGS   
 BV0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0744+STABILITY: SURFACE MOTION
 BV0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0744+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 BV0744
 BV0744  HISTORY     - Date     Condition        Report By
 BV0744  HISTORY     - 1934     MONUMENTED       CGS
 BV0744  HISTORY     - 1955     GOOD             NGS
 BV0744  HISTORY     - 1964     GOOD             NGS
 BV0744  HISTORY     - 19890412 GOOD             MSHD
 BV0744
 BV0744                          STATION DESCRIPTION
 BV0744
 BV0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0744'8.5 MI SE FROM HATTIESBURG.
 BV0744'ABOUT 8.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0744'SOUTHERN RAILWAY STATION AT HATTIESBURG, 0.5 MILE SOUTH OF MILE POST G
 BV0744'62, 35 FEET EAST OF THE EAST RAIL, 144 FEET NORTH OF THE NORTHEAST
 BV0744'CORNER OF AN OVERPASS OVER A BLACK TOP ROAD, 77 FEET NORTHEAST AND
 BV0744'ACROSS THE TRACK FROM POLE 3751, 92 FEET NORTH OF THE FIRST POLE NORTH
 BV0744'OF THE CROSS ROAD, 2 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE
 BV0744'POST PROJECTING 3 INCHES.
 BV0744
 BV0744                          STATION RECOVERY (1964)
 BV0744
 BV0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0744'RECOVERED IN GOOD CONDITION.
 BV0744
 BV0744                          STATION RECOVERY (1989)
 BV0744
 BV0744'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0744'MARK IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH SOUTHEAST OF HATTIESBURG,
 BV0744'IN THE NORTHEAST ANGLE OF A RAILROAD OVERPASS AND A PAVED ROAD, 3.8
 BV0744'MI (6.1 KM) NORTHWEST OF MC LAURIN 0.5 MI (0.8 KM) SOUTH OF MILEPOST
 BV0744'G 62 AND IS IN SECTION 24, T 3N, R 13W.  TO REACH FROM THE U.S.
 BV0744'HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, LOCATED 5.7 MI (9.2 KM)
 BV0744'SOUTH OF HATTIESBURG, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.4 MI
 BV0744'(3.9 KM) TO A CROSSROAD, TURN LEFT AND GO EAST ON A PAVED ROAD FOR
 BV0744'0.6 MI (1.0 KM) TO THE RAILROAD OVERPASS AND THE MARK ON THE LEFT.
 BV0744'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 BV0744'ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 3 INCHES,
 BV0744'195 FT (59.4 M) NORTH OF THE CENTER OF LEE AVENUE, 144 FT (43.9 M)
 BV0744'NORTH OF THE NORTHEAST CORNER OF THE OVERPASS, 131 FT (39.9 M) EAST
 BV0744'OF THE CENTER OF SOUTH MITCHELL ROAD, 35 FT (10.7 M) EAST OF THE EAST
 BV0744'RAIL 22 FT (6.7 M) SOUTHWEST OF A FENCE CORNER, 13 FT (4.0 M) WEST OF
 BV0744'A FENCE LINE AND 1 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1534 ***********************************************************************
 EG1534  DESIGNATION -  D 16 108 USE 1950
 EG1534  PID         -  EG1534
 EG1534  STATE/COUNTY-  MS/ITAWAMBA
 EG1534  USGS QUAD   -  TURON (1979)
 EG1534
 EG1534                         *CURRENT SURVEY CONTROL
 EG1534  ___________________________________________________________________
 EG1534* NAD 83(1993)-  34 06 37.82128(N)    088 19 01.36452(W)     ADJUSTED  
 EG1534* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 EG1534  ___________________________________________________________________
 EG1534  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 EG1534  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG1534  HORZ ORDER  -  SECOND
 EG1534
 EG1534.The horizontal coordinates were established by classical geodetic methods
 EG1534.and adjusted by the National Geodetic Survey in May 1994.
 EG1534
 EG1534.The orthometric height was scaled from a topographic map.
 EG1534
 EG1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1534
 EG1534.The geoid height was determined by GEOID03.
 EG1534
 EG1534;                    North         East     Units Scale Factor Converg.
 EG1534;SPC MS E     -   511,324.647   347,633.129   MT  0.99997796   +0 17 22.3
 EG1534;SPC MS E     - 1,677,570.95  1,140,526.36   sFT  0.99997796   +0 17 22.3
 EG1534;SPC AL W     -   456,076.767   524,619.362   MT  1.00000335   -0 27 29.6
 EG1534;UTM  16      - 3,775,191.785   378,527.405   MT  0.99978189   -0 44 19.2
 EG1534
 EG1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1534!SPC MS E     -   0.99998518  x   0.99997796  =   0.99996314
 EG1534!SPC AL W     -   0.99998518  x   1.00000335  =   0.99998853
 EG1534!UTM  16      -   0.99998518  x   0.99978189  =   0.99976707
 EG1534
 EG1534                          SUPERSEDED SURVEY CONTROL
 EG1534
 EG1534  NAD 83(1993)-  34 06 37.82422(N)    088 19 01.36529(W) AD(       ) 2
 EG1534  NAD 83(1986)-  34 06 37.82979(N)    088 19 01.36321(W) AD(       ) 2
 EG1534  NAD 27      -  34 06 37.44100(N)    088 19 01.21000(W) AD(       ) 2
 EG1534
 EG1534.Superseded values are not recommended for survey control.
 EG1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1534.See file dsdata.txt to determine how the superseded data were derived.
 EG1534
 EG1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7852775192(NAD 83)
 EG1534_MARKER: DD = SURVEY DISK
 EG1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1534+STABILITY: SURFACE MOTION
 EG1534
 EG1534  HISTORY     - Date     Condition        Report By
 EG1534  HISTORY     - 1950     MONUMENTED       USE
 EG1534
 EG1534                          STATION DESCRIPTION
 EG1534
 EG1534'DESCRIBED BY US ENGINEERS 1950 (VRS)
 EG1534'TO REACH THE STATION FROM THE POST OFFICE IN SMITHVILLE, GO EASTERLY
 EG1534'ON STATE HIGHWAY NO 25 FOR
 EG1534'0.3 MILE TO A FORK, THEN LEAVE THE HIGHWAY, TURN
 EG1534'RIGHT (EASTERLY AND NORTHEASTERLY)
 EG1534'ON A GRAVELED ROAD FOR 6.0 MILES
 EG1534'TO THE STATION AS DESCRIBED.
 EG1534'
 EG1534'D 16 - 108 (USE) IS 65 PACES NORTH OF THE Y-INTERSECTION, AND 27 FEET
 EG1534'EAST OF THE CENTER OF THE
 EG1534'NORTH-SOUTH GRAVELED ROAD.  IT IS A STANDARD U S
 EG1534'ENGINEER DEPARTMENT, MOBILE ENGINEER
 EG1534'DISTRICT DISK STAMPED TRA STA D
 EG1534'16 - 108 1937 SET IN A 6-INCH SQUARE CONCRETE POST THAT
 EG1534'PROJECTS 6
 EG1534'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0899 ***********************************************************************
 BV0899  DESIGNATION -  D 160
 BV0899  PID         -  BV0899
 BV0899  STATE/COUNTY-  MS/LAMAR
 BV0899  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0899
 BV0899                         *CURRENT SURVEY CONTROL
 BV0899  ___________________________________________________________________
 BV0899* NAD 83(1986)-  31 09 54.     (N)    089 35 19.     (W)     SCALED    
 BV0899* NAVD 88     -        65.51   (+/-2cm)     214.9    (feet)  VERTCON   
 BV0899  ___________________________________________________________________
 BV0899  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BV0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0899
 BV0899.The horizontal coordinates were scaled from a topographic map and have
 BV0899.an estimated accuracy of +/- 6 seconds.
 BV0899
 BV0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0899.The vertical order pertains to the NGVD 29 superseded value.
 BV0899
 BV0899.The geoid height was determined by GEOID03.
 BV0899
 BV0899;                    North         East    Units  Estimated Accuracy
 BV0899;SPC MS E     -   184,820.      228,000.      MT  (+/- 180 meters Scaled)
 BV0899
 BV0899                          SUPERSEDED SURVEY CONTROL
 BV0899
 BV0899  NGVD 29 (??/??/92)   65.539  (m)          215.02   (f) ADJ UNCH    2 0
 BV0899
 BV0899.Superseded values are not recommended for survey control.
 BV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0899.See file dsdata.txt to determine how the superseded data were derived.
 BV0899
 BV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV532507(NAD 83)
 BV0899_MARKER: DB = BENCH MARK DISK
 BV0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0899_SP_SET: BRIDGE
 BV0899_STAMPING: D 160 1943 (215.023)
 BV0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0899
 BV0899  HISTORY     - Date     Condition        Report By
 BV0899  HISTORY     - 1943     MONUMENTED       CGS
 BV0899  HISTORY     - 1956     GOOD             NGS
 BV0899  HISTORY     - 1964     GOOD             NGS
 BV0899
 BV0899                          STATION DESCRIPTION
 BV0899
 BV0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0899'5.8 MI N FROM BAXTERVILLE.
 BV0899'LOCATED 5.8 MILES NORTH ALONG GRAVELED COUNTY ROAD FROM BAXTERVILLE,
 BV0899'AT THE BRIDGE OVER LOWER LITTLE RIVER.  IT IS A STANDARD DISK SET IN A
 BV0899'DRILL HOLE IN THE NORTHWEST HEADWALL OF THE NORTH END OF THE BRIDGE.
 BV0899'IT IS LEVEL WITH THE ROAD.
 BV0899
 BV0899                          STATION RECOVERY (1964)
 BV0899
 BV0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0122 ***********************************************************************
 EG0122  DESIGNATION -  D 161
 EG0122  PID         -  EG0122
 EG0122  STATE/COUNTY-  MS/TISHOMINGO
 EG0122  USGS QUAD   -  BELMONT (1984)
 EG0122
 EG0122                         *CURRENT SURVEY CONTROL
 EG0122  ___________________________________________________________________
 EG0122* NAD 83(1986)-  34 33 38.     (N)    088 13 29.     (W)     SCALED    
 EG0122* NAVD 88     -       181.152  (meters)     594.33   (feet)  ADJUSTED  
 EG0122  ___________________________________________________________________
 EG0122  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG0122  DYNAMIC HT  -         180.975 (meters)     593.75  (feet)  COMP
 EG0122  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EG0122
 EG0122  VERT ORDER  -  SECOND    CLASS 0
 EG0122
 EG0122.The horizontal coordinates were scaled from a topographic map and have
 EG0122.an estimated accuracy of +/- 6 seconds.
 EG0122
 EG0122.The orthometric height was determined by differential leveling
 EG0122.and adjusted in June 1991.
 EG0122
 EG0122.The geoid height was determined by GEOID03.
 EG0122
 EG0122.The dynamic height is computed by dividing the NAVD 88
 EG0122.geopotential number by the normal gravity value computed on the
 EG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0122.degrees latitude (g = 980.6199 gals.).
 EG0122
 EG0122.The modeled gravity was interpolated from observed gravity values.
 EG0122
 EG0122;                    North         East    Units  Estimated Accuracy
 EG0122;SPC MS E     -   561,290.      355,850.      MT  (+/- 180 meters Scaled)
 EG0122
 EG0122                          SUPERSEDED SURVEY CONTROL
 EG0122
 EG0122  NGVD 29 (??/??/92)  181.121  (m)          594.23   (f) ADJ UNCH    2 0
 EG0122
 EG0122.Superseded values are not recommended for survey control.
 EG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0122.See file dsdata.txt to determine how the superseded data were derived.
 EG0122
 EG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD876249(NAD 83)
 EG0122_MARKER: DB = BENCH MARK DISK
 EG0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0122_SP_SET: CONCRETE BASE
 EG0122_STAMPING: D 161 1944
 EG0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0122
 EG0122  HISTORY     - Date     Condition        Report By
 EG0122  HISTORY     - 1944     MONUMENTED       CGS
 EG0122  HISTORY     - 1977     GOOD             MSHD
 EG0122  HISTORY     - 1979     GOOD             MSHD
 EG0122
 EG0122                          STATION DESCRIPTION
 EG0122
 EG0122'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0122'IN DENNIS.
 EG0122'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTHWEST
 EG0122'CORNER OF A CONCRETE BASE OF A SIGNAL BLOCK, 10 FEET WEST OF THE
 EG0122'CENTERLINE OF THE TRACK DIRECTLY UNDER A WOODEN OVERPASS ON A GRAVEL
 EG0122'ROAD (OLD HIGHWAY 25) AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 EG0122
 EG0122                          STATION RECOVERY (1979)
 EG0122
 EG0122'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0122'THE MARK IS ABOUT 100. YARDS NE OF THE POSTOFFICE AT DENNIS, 10.0
 EG0122'FEET W OF THE CENTERLINE OF TRACK AND DIRECTLY UNDER THE OVERPASS ON
 EG0122'OLD HWY 25.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0911 ***********************************************************************
 EG0911  DESIGNATION -  D 162
 EG0911  PID         -  EG0911
 EG0911  STATE/COUNTY-  MS/PRENTISS
 EG0911  USGS QUAD   -  WHEELER (1973)
 EG0911
 EG0911                         *CURRENT SURVEY CONTROL
 EG0911  ___________________________________________________________________
 EG0911* NAD 83(1986)-  34 33 18.     (N)    088 34 45.     (W)     SCALED    
 EG0911* NAVD 88     -       147.363  (meters)     483.47   (feet)  ADJUSTED  
 EG0911  ___________________________________________________________________
 EG0911  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0911  DYNAMIC HT  -         147.218 (meters)     483.00  (feet)  COMP
 EG0911  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 EG0911
 EG0911  VERT ORDER  -  FIRST     CLASS II
 EG0911
 EG0911.The horizontal coordinates were scaled from a topographic map and have
 EG0911.an estimated accuracy of +/- 6 seconds.
 EG0911
 EG0911.The orthometric height was determined by differential leveling
 EG0911.and adjusted in June 1991.
 EG0911
 EG0911.The geoid height was determined by GEOID03.
 EG0911
 EG0911.The dynamic height is computed by dividing the NAVD 88
 EG0911.geopotential number by the normal gravity value computed on the
 EG0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0911.degrees latitude (g = 980.6199 gals.).
 EG0911
 EG0911.The modeled gravity was interpolated from observed gravity values.
 EG0911
 EG0911;                    North         East    Units  Estimated Accuracy
 EG0911;SPC MS E     -   560,540.      323,330.      MT  (+/- 180 meters Scaled)
 EG0911
 EG0911                          SUPERSEDED SURVEY CONTROL
 EG0911
 EG0911  NGVD 29 (??/??/92)  147.296  (m)          483.25   (f) ADJ UNCH    1 2
 EG0911
 EG0911.Superseded values are not recommended for survey control.
 EG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0911.See file dsdata.txt to determine how the superseded data were derived.
 EG0911
 EG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD551248(NAD 83)
 EG0911_MARKER: DB = BENCH MARK DISK
 EG0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0911_STAMPING: D 162 1944
 EG0911_MARK LOGO: CGS   
 EG0911_PROJECTION: FLUSH
 EG0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0911+STABILITY: SURFACE MOTION
 EG0911
 EG0911  HISTORY     - Date     Condition        Report By
 EG0911  HISTORY     - 1944     MONUMENTED       CGS
 EG0911  HISTORY     - 1962     GOOD             MSHD
 EG0911  HISTORY     - 1979     GOOD             MSHD
 EG0911  HISTORY     - 1985     GOOD             NGS
 EG0911  HISTORY     - 20040818 MARK NOT FOUND   USACE
 EG0911
 EG0911                          STATION DESCRIPTION
 EG0911
 EG0911'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0911'2.7 MI SE FROM WHEELER.
 EG0911'TO REACH FROM THE WHEELER HIGH SCHOOL, GO SOUTHEAST ON STATE HIGHWAY
 EG0911'362 FOR 2.7 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A
 EG0911'DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST.  IT IS ABOUT 300
 EG0911'FEET WEST OF A FARMHOUSE, 25 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EG0911'1.0 FOOT SOUTH OF A RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A METAL
 EG0911'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, FLUSH WITH THE
 EG0911'GROUND.
 EG0911
 EG0911                          STATION RECOVERY (1979)
 EG0911
 EG0911'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0911'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF WHEELER ON THE EAST RIGHT
 EG0911'OF WAY OF A COUNTY ROAD, 4.5 MILES NORTHEAST OF BALDWYN IN THE
 EG0911'SOUTHEAST CORNER OF SECTION 17, T 6S, R 7E. IT IS 163 FEET NORTHEAST
 EG0911'OF A POWER POLE, 25 FEET NORTHWEST OF A 10 INCH PINE, 18 FEET EAST OF
 EG0911'THE CENTER OF A GRAVELED ROAD, 1 FOOT EAST OF A METAL WITNESS POST
 EG0911'SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 1/2 FEET ABOVE THE
 EG0911'LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. TO REACH FROM THE
 EG0911'HIGH SCHOOL 0.4 MILE EAST-SOUTHEAST OF WHEELER GO SOUTH ON A PAVED
 EG0911'ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON A
 EG0911'GRAVELED ROAD FOR 1.55 MILES TO A T INTERSECTION. TURN RIGHT AND GO
 EG0911'SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO A FORK. TAKE THE LEFT FORK
 EG0911'AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.5 MILE TO A FORK. TAKE THE
 EG0911'RIGHT FORK AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO THE MARK
 EG0911'ON THE LEFT.
 EG0911
 EG0911                          STATION RECOVERY (1985)
 EG0911
 EG0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0911'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 EG0911'SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL IN WHEELER,
 EG0911'THENCE 4.0 KM (2.5 MI) EAST-SOUTHEAST ALONG A GRAVEL ROAD TO THE MARK
 EG0911'ON THE LEFT, 5.02 METERS (16.5 FT) EAST OF THE CENTER OF THE ROAD,
 EG0911'7.92 METERS (26.0 FT) NORTHWEST OF A 16-INCH TRIANGLE BLAZED PINE
 EG0911'TREE.
 EG0911'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 EG0911'THE MARK IS 0.6 M ABOVE ROAD.
 EG0911
 EG0911                          STATION RECOVERY (2004)
 EG0911
 EG0911'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0872 ***********************************************************************
 EG0872  DESIGNATION -  D 164
 EG0872  PID         -  EG0872
 EG0872  STATE/COUNTY-  MS/ALCORN
 EG0872  USGS QUAD   -  CORINTH (1982)
 EG0872
 EG0872                         *CURRENT SURVEY CONTROL
 EG0872  ___________________________________________________________________
 EG0872* NAD 83(1986)-  34 56 15.     (N)    088 31 59.     (W)     SCALED    
 EG0872* NAVD 88     -       136.598  (meters)     448.16   (feet)  ADJUSTED  
 EG0872  ___________________________________________________________________
 EG0872  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0872  DYNAMIC HT  -         136.467 (meters)     447.73  (feet)  COMP
 EG0872  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EG0872
 EG0872  VERT ORDER  -  FIRST     CLASS II
 EG0872
 EG0872.The horizontal coordinates were scaled from a topographic map and have
 EG0872.an estimated accuracy of +/- 6 seconds.
 EG0872
 EG0872.The orthometric height was determined by differential leveling
 EG0872.and adjusted in June 1991.
 EG0872
 EG0872.The geoid height was determined by GEOID03.
 EG0872
 EG0872.The dynamic height is computed by dividing the NAVD 88
 EG0872.geopotential number by the normal gravity value computed on the
 EG0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0872.degrees latitude (g = 980.6199 gals.).
 EG0872
 EG0872.The modeled gravity was interpolated from observed gravity values.
 EG0872
 EG0872;                    North         East    Units  Estimated Accuracy
 EG0872;SPC MS E     -   602,980.      327,430.      MT  (+/- 180 meters Scaled)
 EG0872
 EG0872                          SUPERSEDED SURVEY CONTROL
 EG0872
 EG0872  NGVD 29 (??/??/92)  136.588  (m)          448.12   (f) ADJ UNCH    1 2
 EG0872
 EG0872.Superseded values are not recommended for survey control.
 EG0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0872.See file dsdata.txt to determine how the superseded data were derived.
 EG0872
 EG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD599671(NAD 83)
 EG0872_MARKER: DB = BENCH MARK DISK
 EG0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0872_SP_SET: CULVERT
 EG0872_STAMPING: D 164 1944
 EG0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0872
 EG0872  HISTORY     - Date     Condition        Report By
 EG0872  HISTORY     - 1944     MONUMENTED       CGS
 EG0872  HISTORY     - 1965     GOOD             MSHD
 EG0872  HISTORY     - 1978     GOOD             MSHD
 EG0872  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0872
 EG0872                          STATION DESCRIPTION
 EG0872
 EG0872'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0872'0.7 MI NW FROM CORINTH.
 EG0872'THE MARK IS LOCATED 0.7 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 EG0872'THE STATION AT CORINTH, ALCORN COUNTY, ABOUT 400 FEET NORTH OF A BRICK
 EG0872'FACTORY, AT A 36-INCH HEAD WALL 35 FEET NORTHEAST OF THE CENTERLINE OF
 EG0872'THE TRACK, AND ABOUT 4 FEET LOWER THAT THE TRACK.
 EG0872
 EG0872                          STATION RECOVERY (1978)
 EG0872
 EG0872'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0872'THE MARK IS LOCATED 0.7 MILE WEST-NORTHWEST OF CORINTH IN A CULVERT
 EG0872'UNDER THE SOUTHERN RAILROAD TRACK ABOUT 400 FEET NORTHWEST OF A BRICK
 EG0872'YARD IN THE SOUTHEAST 1/4 OF SECTION 2, T 2S, R 7E. IT IS 32 FEET
 EG0872'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 18 FEET NORTHEAST
 EG0872'OF THE NORTHEAST RAIL OF A SIDE TRACK SET IN A DRILL HOLE IN THE
 EG0872'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 36 INCH CAST IRON PIPE
 EG0872'CULVERT AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK. TO REACH
 EG0872'FROM THE POST OFFICE IN CORINTH GO NORTHEAST ON FILLMORE STREET (U.S.
 EG0872'HIGHWAY 45) FOR 0.25 MILE TO THE INTERSECTION OF LINDEN STREET. TURN
 EG0872'LEFT AND GO WEST ON LINDEN STREET FOR 0.9 MILE TO A RAILROAD
 EG0872'CROSSING. THENCE SOUTHEAST ALONG THE RAILROAD TRACK FOR ABOUT 400
 EG0872'FEET TO THE MARK ON THE LEFT.
 EG0872
 EG0872                          STATION RECOVERY (2004)
 EG0872
 EG0872'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0093 ***********************************************************************
 EG0093  DESIGNATION -  D 165
 EG0093  PID         -  EG0093
 EG0093  STATE/COUNTY-  MS/TISHOMINGO
 EG0093  USGS QUAD   -  YELLOW CREEK (1986)
 EG0093
 EG0093                         *CURRENT SURVEY CONTROL
 EG0093  ___________________________________________________________________
 EG0093* NAD 83(1986)-  34 54 29.     (N)    088 14 41.     (W)     SCALED    
 EG0093* NAVD 88     -       141.458  (meters)     464.10   (feet)  ADJUSTED  
 EG0093  ___________________________________________________________________
 EG0093  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0093  DYNAMIC HT  -         141.325 (meters)     463.66  (feet)  COMP
 EG0093  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 EG0093
 EG0093  VERT ORDER  -  FIRST     CLASS II
 EG0093
 EG0093.The horizontal coordinates were scaled from a topographic map and have
 EG0093.an estimated accuracy of +/- 6 seconds.
 EG0093
 EG0093.The orthometric height was determined by differential leveling
 EG0093.and adjusted in June 1991.
 EG0093
 EG0093.The geoid height was determined by GEOID03.
 EG0093
 EG0093.The dynamic height is computed by dividing the NAVD 88
 EG0093.geopotential number by the normal gravity value computed on the
 EG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0093.degrees latitude (g = 980.6199 gals.).
 EG0093
 EG0093.The modeled gravity was interpolated from observed gravity values.
 EG0093
 EG0093;                    North         East    Units  Estimated Accuracy
 EG0093;SPC MS E     -   599,830.      353,790.      MT  (+/- 180 meters Scaled)
 EG0093
 EG0093                          SUPERSEDED SURVEY CONTROL
 EG0093
 EG0093  NGVD 29 (??/??/92)  141.466  (m)          464.13   (f) ADJ UNCH    1 2
 EG0093
 EG0093.Superseded values are not recommended for survey control.
 EG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0093.See file dsdata.txt to determine how the superseded data were derived.
 EG0093
 EG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862635(NAD 83)
 EG0093_MARKER: DB = BENCH MARK DISK
 EG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0093_STAMPING: D 165 1944
 EG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0093+STABILITY: SURFACE MOTION
 EG0093
 EG0093  HISTORY     - Date     Condition        Report By
 EG0093  HISTORY     - 1944     MONUMENTED       CGS
 EG0093  HISTORY     - 1950     GOOD             TVA
 EG0093  HISTORY     - 1979     GOOD             MSHD
 EG0093
 EG0093                          STATION DESCRIPTION
 EG0093
 EG0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0093'1.4 MI SE FROM CROSS ROAD.
 EG0093'ABOUT 1.4 MILES SOUTHEASTERLY ALONG STATE HIGHWAY 25 FROM THE CHURCH
 EG0093'BUILDING AT CROSS ROAD, ABOUT 0.8 MILE NORTHWEST OF THE PATRICK
 EG0093'CHURCH, AT THE INTERSECTION OF THE PATRICK CHURCH ROAD AND STATE
 EG0093'HIGHWAY 25, ABOUT 0.5 MILE SOUTH OF THE BRIDGE OVER YELLOW CREEK, 63.0
 EG0093'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 EG0093'HIGHWAY, 32.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, AND
 EG0093'2.0 FEET EAST OF A 4 BY 4-INCH WOODEN REFERENCE POST. MONUMENT
 EG0093'PROJECTS ABOUT 0.5-FOOT.
 EG0093
 EG0093                          STATION RECOVERY (1950)
 EG0093
 EG0093'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0093'RECOVERED IN GOOD CONDITION.
 EG0093
 EG0093                          STATION RECOVERY (1979)
 EG0093
 EG0093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0093'TO REACH FROM THE N END OF HIGHWAY 25 BRIDGE OVER TENN-TOMBIG
 EG0093'WATERWAY GO S ON HWY. 25 FOR 0.7 MILE TO PATRICK ROAD AND THE MARK IN
 EG0093'SE ANGLE. IT IS 106 FEET EAST OF THE CENTERLINE OF HIGHWAY 25, 26
 EG0093'FEET SOUTH OF CENTERLINE OF PATRICK ROAD, 20 FEET EAST OF POWER LIGHT
 EG0093'POLE, 0.5 FEET SE OF METAL WITNESS POST AND SIGN, 3 FEET EAST OF
 EG0093'CONTROL MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1307 ***********************************************************************
 DK1307  DESIGNATION -  D 167
 DK1307  PID         -  DK1307
 DK1307  STATE/COUNTY-  MS/WASHINGTON
 DK1307  USGS QUAD   -  GREENVILLE (1970)
 DK1307
 DK1307                         *CURRENT SURVEY CONTROL
 DK1307  ___________________________________________________________________
 DK1307* NAD 83(1986)-  33 28 02.     (N)    091 01 03.     (W)     SCALED    
 DK1307* NAVD 88     -        37.373  (meters)     122.61   (feet)  ADJUSTED  
 DK1307  ___________________________________________________________________
 DK1307  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK1307  DYNAMIC HT  -          37.334 (meters)     122.49  (feet)  COMP
 DK1307  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DK1307
 DK1307  VERT ORDER  -  FIRST     CLASS II
 DK1307
 DK1307.The horizontal coordinates were scaled from a topographic map and have
 DK1307.an estimated accuracy of +/- 6 seconds.
 DK1307
 DK1307.The orthometric height was determined by differential leveling
 DK1307.and adjusted in June 1991.
 DK1307
 DK1307.The geoid height was determined by GEOID03.
 DK1307
 DK1307.The dynamic height is computed by dividing the NAVD 88
 DK1307.geopotential number by the normal gravity value computed on the
 DK1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1307.degrees latitude (g = 980.6199 gals.).
 DK1307
 DK1307.The modeled gravity was interpolated from observed gravity values.
 DK1307
 DK1307;                    North         East    Units  Estimated Accuracy
 DK1307;SPC MS W     -   440,070.      636,400.      MT  (+/- 180 meters Scaled)
 DK1307
 DK1307                          SUPERSEDED SURVEY CONTROL
 DK1307
 DK1307  NGVD 29 (??/??/??)   37.472  (m)          122.94   (f) ADJUSTED    1 2
 DK1307
 DK1307.Superseded values are not recommended for survey control.
 DK1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1307.See file dsdata.txt to determine how the superseded data were derived.
 DK1307
 DK1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT842048(NAD 83)
 DK1307_MARKER: DB = BENCH MARK DISK
 DK1307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK1307_SP_SET: HEADWALL
 DK1307_STAMPING: D 167 1944
 DK1307_MARK LOGO: CGS   
 DK1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1307+STABILITY: SURFACE MOTION
 DK1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1307+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1307
 DK1307  HISTORY     - Date     Condition        Report By
 DK1307  HISTORY     - 1944     MONUMENTED       CGS
 DK1307  HISTORY     - 1967     GOOD             MSHD
 DK1307  HISTORY     - 19920123 GOOD             NGS
 DK1307
 DK1307                          STATION DESCRIPTION
 DK1307
 DK1307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1307'4.8 MI NE FROM GREENVILLE.
 DK1307'THE MARK WAS VISITED AND FOUND IN GOOD CONDITION.  THE MARK IS LOCATED
 DK1307'APPROXIMATELY 4.8 MILES NORTHEAST OF GREENVILLE IN THE NORTHEAST ANGLE
 DK1307'OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AND A CONCRETE ROAD,
 DK1307'1.8 MILES SOUTHWEST OF THE GREENVILLE MUNICIPAL AIRPORT (OLD
 DK1307'GREENVILLE AIR BASE), 8 MILES NORTHWEST OF LELAND NEAR THE CENTER OF
 DK1307'SECTION 27, T 19 N, R 8W AND IS IN THE SOUTHEAST CORNER OF THE
 DK1307'HEADWALL FOR A CULVERT.  TO REACH FROM THE U.S. POST OFFICE IN
 DK1307'GREENVILLE, GO SOUTHEAST ON MAIN STREET FOR 0.2 MILE TO THE
 DK1307'INTERSECTION OF BROADWAY.  TURN RIGHT (NORTHEAST) AND CONTINUE ON
 DK1307'BROADWAY FOR 2.3 MILES TO THE INTERSECTION OF HIGHWAY 1.  CONTINUE
 DK1307'NORTHEAST ON A CONCRETE ROAD FOR 2.5 MILES TO THE RAILROAD TRACK AND
 DK1307'THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT
 DK1307'IN A DRILLED HOLE.  IT IS 54 FEET EAST OF THE CENTER OF THE CROSSING,
 DK1307'42.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 31.5 FEET SOUTHEAST OF THE
 DK1307'CENTER OF A CONCRETE ROAD, 29.8 FEET SOUTHWEST OF A POWER POLE AND 1.5
 DK1307'FEET SOUTHEAST OF A METAL WITNESS POST.
 DK1307
 DK1307                          STATION RECOVERY (1992)
 DK1307
 DK1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1307'4.6 KM (2.85 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1307'U.S. HIGHWAY 82 IN GREENVILLE, THENCE 4.1 KM (2.55 MI) NORTHEASTERLY
 DK1307'ALONG BROADWAY STREET, IN TOP OF AND 0.7 M (2.3 FT) SOUTHWEST OF THE
 DK1307'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A BOX CULVERT,
 DK1307'13.0 M (42.7 FT) NORTHEAST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL
 DK1307'RAILROAD, 9.6 M (31.5 FT) SOUTHEAST OF THE ROAD CENTERLINE, 9.1 M
 DK1307'(29.9 FT) WEST OF UTILITY POLE NUMBER 41, AND 1.3 M (4.3 FT) BELOW
 DK1307'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0522 ***********************************************************************
 CO0522  DESIGNATION -  D 168
 CO0522  PID         -  CO0522
 CO0522  STATE/COUNTY-  MS/LAUDERDALE
 CO0522  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0522
 CO0522                         *CURRENT SURVEY CONTROL
 CO0522  ___________________________________________________________________
 CO0522* NAD 83(1986)-  32 20 38.     (N)    088 44 18.     (W)     SCALED    
 CO0522* NAVD 88     -        90.466  (meters)     296.80   (feet)  ADJUSTED  
 CO0522  ___________________________________________________________________
 CO0522  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CO0522  DYNAMIC HT  -          90.360 (meters)     296.46  (feet)  COMP
 CO0522  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 CO0522
 CO0522  VERT ORDER  -  FIRST     CLASS I
 CO0522
 CO0522.The horizontal coordinates were scaled from a topographic map and have
 CO0522.an estimated accuracy of +/- 6 seconds.
 CO0522
 CO0522.The orthometric height was determined by differential leveling
 CO0522.and adjusted in June 1991.
 CO0522
 CO0522.The geoid height was determined by GEOID03.
 CO0522
 CO0522.The dynamic height is computed by dividing the NAVD 88
 CO0522.geopotential number by the normal gravity value computed on the
 CO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0522.degrees latitude (g = 980.6199 gals.).
 CO0522
 CO0522.The modeled gravity was interpolated from observed gravity values.
 CO0522
 CO0522;                    North         East    Units  Estimated Accuracy
 CO0522;SPC MS E     -   315,290.      308,940.      MT  (+/- 180 meters Scaled)
 CO0522
 CO0522                          SUPERSEDED SURVEY CONTROL
 CO0522
 CO0522  NGVD 29 (??/??/??)   90.453  (m)          296.76   (f) ADJUSTED    1 1
 CO0522
 CO0522.Superseded values are not recommended for survey control.
 CO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0522.See file dsdata.txt to determine how the superseded data were derived.
 CO0522
 CO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA364798(NAD 83)
 CO0522_MARKER: DB = BENCH MARK DISK
 CO0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0522_SP_SET: CULVERT
 CO0522_STAMPING: D 168 1944
 CO0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0522
 CO0522  HISTORY     - Date     Condition        Report By
 CO0522  HISTORY     - 1944     MONUMENTED       CGS
 CO0522  HISTORY     - 1968     GOOD             NGS
 CO0522  HISTORY     - 1973     GOOD             NGS
 CO0522  HISTORY     - 1980     GOOD             LOCSUR
 CO0522
 CO0522                          STATION DESCRIPTION
 CO0522
 CO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0522'4.2 MI SW FROM MERIDIAN.
 CO0522'ABOUT 1.05 MILES SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0522'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 2.7 MILES
 CO0522'WEST ALONG U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 0.45
 CO0522'MILE SOUTH ALONG U.S. HIGHWAY 11, IN SECTION 26, T 6 N, R 15 E, 40
 CO0522'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 52 FEET NORTH OF THE
 CO0522'CENTERLINE OF A PAVED ROAD WHICH LEADS TO KEY FIELD AIR NATIONAL GUARD
 CO0522'BASE, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF
 CO0522'A CULVERT UNDER THE PAVED ROAD, ABOUT LEVEL WITH THE PAVED ROAD AND
 CO0522'ABOUT LEVEL WITH THE HIGHWAY.
 CO0522
 CO0522                          STATION RECOVERY (1973)
 CO0522
 CO0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CO0522'RECOVERED IN GOOD CONDITION.
 CO0522
 CO0522                          STATION RECOVERY (1980)
 CO0522
 CO0522'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CO0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0303 ***********************************************************************
 EG0303  DESIGNATION -  D 169
 EG0303  PID         -  EG0303
 EG0303  STATE/COUNTY-  MS/ITAWAMBA
 EG0303  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0303
 EG0303                         *CURRENT SURVEY CONTROL
 EG0303  ___________________________________________________________________
 EG0303* NAD 83(1986)-  34 15 25.     (N)    088 14 44.     (W)     SCALED    
 EG0303* NAVD 88     -       106.746  (meters)     350.22   (feet)  ADJUSTED  
 EG0303  ___________________________________________________________________
 EG0303  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0303  DYNAMIC HT  -         106.638 (meters)     349.86  (feet)  COMP
 EG0303  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 EG0303
 EG0303  VERT ORDER  -  SECOND    CLASS 0
 EG0303
 EG0303.The horizontal coordinates were scaled from a topographic map and have
 EG0303.an estimated accuracy of +/- 6 seconds.
 EG0303
 EG0303.The orthometric height was determined by differential leveling
 EG0303.and adjusted in June 1991.
 EG0303
 EG0303.The geoid height was determined by GEOID03.
 EG0303
 EG0303.The dynamic height is computed by dividing the NAVD 88
 EG0303.geopotential number by the normal gravity value computed on the
 EG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0303.degrees latitude (g = 980.6199 gals.).
 EG0303
 EG0303.The modeled gravity was interpolated from observed gravity values.
 EG0303
 EG0303;                    North         East    Units  Estimated Accuracy
 EG0303;SPC MS E     -   527,600.      354,140.      MT  (+/- 180 meters Scaled)
 EG0303
 EG0303                          SUPERSEDED SURVEY CONTROL
 EG0303
 EG0303  NGVD 29 (??/??/92)  106.687  (m)          350.02   (f) ADJ UNCH    2 0
 EG0303
 EG0303.Superseded values are not recommended for survey control.
 EG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0303.See file dsdata.txt to determine how the superseded data were derived.
 EG0303
 EG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC853913(NAD 83)
 EG0303_MARKER: DB = BENCH MARK DISK
 EG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0303_STAMPING: D169 1945
 EG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0303+STABILITY: SURFACE MOTION
 EG0303
 EG0303  HISTORY     - Date     Condition        Report By
 EG0303  HISTORY     - 1945     MONUMENTED       CGS
 EG0303  HISTORY     - 1965     GOOD             MSHD
 EG0303  HISTORY     - 1979     GOOD             MSHD
 EG0303
 EG0303                          STATION DESCRIPTION
 EG0303
 EG0303'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0303'2.15 MI NW FROM TREMONT.
 EG0303'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0303'GO WEST ON U. S. HIGHWAY 78 FOR 0.35 MILE TO THE JUNCTION WITH STATE
 EG0303'HIGHWAY 23 LEADING NORTH, TURN NORTH, RIGHT, AND GO 1.8 MILES TO THE
 EG0303'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 8-INCH
 EG0303'SQUARE, CONCRETE POST.  IT IS 26 FEET NORTHWEST OF THE CENTER OF THE
 EG0303'HIGHWAY, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 36 FEET
 EG0303'NORTH OF THE CENTER OF A DRIVEWAY LEADING TO THE HOUSE, 1 FOOT WEST OF
 EG0303'A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 EG0303'PROJECTS 5 INCHES.
 EG0303
 EG0303                          STATION RECOVERY (1979)
 EG0303
 EG0303'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0303'THE MARK IS LOCATED 1.7 MILES NORTHEAST OF TREMONT ON THE NORTHWEST
 EG0303'RIGHT OF WAY OF STATE HIGHWAY 23 NEAR THE CENTER OF THE EAST SIDE OF
 EG0303'SECTION 33, T 9S, R 10E. IT IS 56 FEET SOUTH OF THE SOUTH CORNER OF
 EG0303'THE PORCH OF A FRAME HOUSE, 53.5 FEET EAST OF A POWER POLE WITH A
 EG0303'TRANSFORMER, 33 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 24 FEET
 EG0303'NORTHWEST OF THE CENTER OF HIGHWAY 23, 2 FEET NORTHWEST OF A METAL
 EG0303'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 FOOT
 EG0303'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES. TO REACH FROM
 EG0303'THE JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 JUST EAST OF THE
 EG0303'POST OFFICE IN TREMONT GO NORTH ON STATE HIGHWAY 23 FOR 1.9 MILES TO
 EG0303'A HOUSE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0672 ***********************************************************************
 BH0672  DESIGNATION -  D 17
 BH0672  PID         -  BH0672
 BH0672  STATE/COUNTY-  MS/HARRISON
 BH0672  USGS QUAD   -  MC HENRY (1982)
 BH0672
 BH0672                         *CURRENT SURVEY CONTROL
 BH0672  ___________________________________________________________________
 BH0672* NAD 83(1986)-  30 40 00.     (N)    089 08 13.     (W)     SCALED    
 BH0672* NAVD 88     -        54.247  (meters)     177.98   (feet)  ADJUSTED  
 BH0672  ___________________________________________________________________
 BH0672  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH0672  DYNAMIC HT  -          54.175 (meters)     177.74  (feet)  COMP
 BH0672  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 BH0672
 BH0672  VERT ORDER  -  SECOND    CLASS 0
 BH0672
 BH0672.The horizontal coordinates were scaled from a topographic map and have
 BH0672.an estimated accuracy of +/- 6 seconds.
 BH0672
 BH0672.The orthometric height was determined by differential leveling
 BH0672.and adjusted in May 1996.
 BH0672
 BH0672.The geoid height was determined by GEOID03.
 BH0672
 BH0672.The dynamic height is computed by dividing the NAVD 88
 BH0672.geopotential number by the normal gravity value computed on the
 BH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0672.degrees latitude (g = 980.6199 gals.).
 BH0672
 BH0672.The modeled gravity was interpolated from observed gravity values.
 BH0672
 BH0672;                    North         East    Units  Estimated Accuracy
 BH0672;SPC MS E     -   129,360.      270,910.      MT  (+/- 180 meters Scaled)
 BH0672
 BH0672                          SUPERSEDED SURVEY CONTROL
 BH0672
 BH0672  NGVD 29 (??/??/??)   54.262  (m)          178.02   (f) ADJUSTED    2 0
 BH0672
 BH0672.Superseded values are not recommended for survey control.
 BH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0672.See file dsdata.txt to determine how the superseded data were derived.
 BH0672
 BH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU952946(NAD 83)
 BH0672_MARKER: DB = BENCH MARK DISK
 BH0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0672_SP_SET: CONCRETE POST
 BH0672_STAMPING: D 17 1934
 BH0672_MARK LOGO: CGS   
 BH0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0672+STABILITY: SURFACE MOTION
 BH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0672+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1988
 BH0672
 BH0672  HISTORY     - Date     Condition        Report By
 BH0672  HISTORY     - 1934     MONUMENTED       CGS
 BH0672  HISTORY     - 1972     GOOD             MSHD
 BH0672  HISTORY     - 19880208 GOOD             MSHD
 BH0672
 BH0672                          STATION DESCRIPTION
 BH0672
 BH0672'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0672'2.2 MI N FROM SAUCIER.
 BH0672'THE MARK IS LOCATED 2.2 MILES NORTH OF SAUCIER ON THE WEST ROW OF THE
 BH0672'ILLINOIS CENTRAL RAILROAD TRACK, 0.1 MILES NORTH OF A CROSSING IN THE
 BH0672'SOUTHWEST 1/4 OF SECTION 30, T 4S, R 11W.  IT IS 32 FEET WEST OF THE
 BH0672'WEST RAIL, 237 FEET NORTH-NORTHWEST OF MILEPOST G 21, 6 FEET NORTH OF
 BH0672'A TELEPHONE POLE, 138 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 BH0672'CONCRETE BLOCK POLE KILN, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN
 BH0672'THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL
 BH0672'OF THE TRACK AND PROJECTS 5 INCHES.  TO REACH FROM THE JUNCTION OF
 BH0672'STATE HIGHWAY 67 AND U.S. HIGHWAY 49 JUST SOUTH OF THE SCHOOL AT
 BH0672'SAUCIER GO NORTH ON U.S. HIGHWAY 49 FOR 2.3 MILES TO A SIDE ROAD LEFT.
 BH0672'TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.25 MILES TO A
 BH0672'RAILROAD CROSSING.  THENCE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 BH0672'TRACK TO THE MARK ON THE LEFT.
 BH0672
 BH0672                          STATION RECOVERY (1988)
 BH0672
 BH0672'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH0672'MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTH OF SAUCIER ON THE WEST
 BH0672'R.O.W. OF THE I.C.G. RAILROAD TRACK, NEAR THE COMMUNITY OF HOWISON
 BH0672'AND IS IN SECTION 30, T 4S.  R 11W.  TO REACH FROM THE JUNCTION OF
 BH0672'U.S. HIGHWAY 49 AND STATE HIGHWAY 67, AT THE EAST EDGE OF SAUCIER,
 BH0672'GO NORTH ON U.S. HIGHWAY 49 FOR 2.3 MI (3.7 KM) TO A SIDE ROAD LEFT,
 BH0672'TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.25 MI (0.40 KM) TO A
 BH0672'RAILROAD CROSSING, THENCE NORTH ALONG THE RAILROAD TRACK FOR 0.1 MI
 BH0672'(0.2 KM) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE
 BH0672'TOP OF A SQUARE CONCRETE POST ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF
 BH0672'THE TRACK, PROJECTING 5 INCHES.  IT IS 237 FT (72.2 M) NORTH
 BH0672'NORTHWEST OF MILEPOST G 21, 32 FT (9.8 M) WEST OF THE WEST RAIL AND
 BH0672'5.5 FT (1.7 M) NORTH OF AN ABANDONED TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0259 ***********************************************************************
 EG0259  DESIGNATION -  D 170
 EG0259  PID         -  EG0259
 EG0259  STATE/COUNTY-  MS/ITAWAMBA
 EG0259  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0259
 EG0259                         *CURRENT SURVEY CONTROL
 EG0259  ___________________________________________________________________
 EG0259* NAD 83(1986)-  34 19 17.     (N)    088 11 53.     (W)     SCALED    
 EG0259* NAVD 88     -       174.801  (meters)     573.49   (feet)  ADJUSTED  
 EG0259  ___________________________________________________________________
 EG0259  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0259  DYNAMIC HT  -         174.625 (meters)     572.92  (feet)  COMP
 EG0259  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 EG0259
 EG0259  VERT ORDER  -  SECOND    CLASS 0
 EG0259
 EG0259.The horizontal coordinates were scaled from a topographic map and have
 EG0259.an estimated accuracy of +/- 6 seconds.
 EG0259
 EG0259.The orthometric height was determined by differential leveling
 EG0259.and adjusted in June 1991.
 EG0259
 EG0259.The geoid height was determined by GEOID03.
 EG0259
 EG0259.The dynamic height is computed by dividing the NAVD 88
 EG0259.geopotential number by the normal gravity value computed on the
 EG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0259.degrees latitude (g = 980.6199 gals.).
 EG0259
 EG0259.The modeled gravity was interpolated from observed gravity values.
 EG0259
 EG0259;                    North         East    Units  Estimated Accuracy
 EG0259;SPC MS E     -   534,780.      358,470.      MT  (+/- 180 meters Scaled)
 EG0259
 EG0259                          SUPERSEDED SURVEY CONTROL
 EG0259
 EG0259  NGVD 29 (??/??/92)  174.747  (m)          573.32   (f) ADJ UNCH    2 0
 EG0259
 EG0259.Superseded values are not recommended for survey control.
 EG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0259.See file dsdata.txt to determine how the superseded data were derived.
 EG0259
 EG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC897984(NAD 83)
 EG0259_MARKER: DB = BENCH MARK DISK
 EG0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0259_STAMPING: D 170 1945
 EG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0259+STABILITY: SURFACE MOTION
 EG0259
 EG0259  HISTORY     - Date     Condition        Report By
 EG0259  HISTORY     - 1945     MONUMENTED       CGS
 EG0259  HISTORY     - 1962     GOOD             MSHD
 EG0259  HISTORY     - 1978     GOOD             MSHD
 EG0259
 EG0259                          STATION DESCRIPTION
 EG0259
 EG0259'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0259'9.2 MI NE FROM TREMONT.
 EG0259'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 23 AND A GRAVEL ROAD
 EG0259'AT THE HOPEWELL SCHOOL ABOUT 8 MILES NORTH OF TREMONT, GO EAST ALONG
 EG0259'THE WINDING GRAVEL ROAD FOR 1.2 MILES TO A BLACK JACK OAK TREE WITH A
 EG0259'TRIANGLE BLAZE ON THE SOUTH SIDE OF THE ROAD AT A CURVE AND THE MARK
 EG0259'ON THE RIGHT.  IT IS 0.15 MILE WEST OF TRIANGULATION STATION BULL MTN.
 EG0259'THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.
 EG0259'IT IS APPROXIMATELY 0.15 MILE WEST OF TRIANGULATION STATION BULL MTN,
 EG0259'120 YARDS WEST OF THE TOP OF A GRADE, 22.5 FEET SOUTH OF THE CENTER OF
 EG0259'THE ROAD, 10 FEET SOUTHWEST OF A TRIANGLE BLAZED OAK TREE. IT IS 1
 EG0259'FOOT SOUTH OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 EG0259'ROAD, AND PROJECTS 6 INCHES.
 EG0259
 EG0259                          STATION RECOVERY (1978)
 EG0259
 EG0259'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0259'THE MARK IS LOCATED 7 MILES NORTHEAST OF TREMONT ON THE SOUTHWEST
 EG0259'RIGHT OF WAY OF A COUNTY ROAD, 7.4 MILES EAST-SOUTHEAST OF FAIRVIEW,
 EG0259'0.2 MILE SOUTHWEST OF TRIANGULATION STATION BULL MOUNTAIN IN THE
 EG0259'NORTHEAST 1/4 OF SECTION 12, T 9S, R 10E. IT IS 64.5 FEET SOUTHWEST
 EG0259'OF THE MOST EASTERLY OF TWO 15 INCH OAKS, 27 FEET SOUTHWEST OF THE
 EG0259'CENTER OF A GRAVELED ROAD, 9.5 FEET NORTH OF A TRIANGULAR BLAZED OAK,
 EG0259'1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EG0259'CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6
 EG0259'INCHES. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S.
 EG0259'HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO NORTH ON STATE
 EG0259'HIGHWAY 23 FOR 7.65 MILES TO A CROSSROAD. TURN RIGHT AND GO EAST ON A
 EG0259'GRAVELED ROAD FOR 1.2 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0720 ***********************************************************************
 EG0720  DESIGNATION -  D 171 RESET 1958
 EG0720  PID         -  EG0720
 EG0720  STATE/COUNTY-  MS/LEE
 EG0720  USGS QUAD   -  EVERGREEN (1979)
 EG0720
 EG0720                         *CURRENT SURVEY CONTROL
 EG0720  ___________________________________________________________________
 EG0720* NAD 83(1986)-  34 13 13.     (N)    088 33 42.     (W)     SCALED    
 EG0720* NAVD 88     -       112.95   (meters)     370.6    (feet)  RESET     
 EG0720  ___________________________________________________________________
 EG0720  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0720  VERT ORDER  -  THIRD
 EG0720
 EG0720.The horizontal coordinates were scaled from a topographic map and have
 EG0720.an estimated accuracy of +/- 6 seconds.
 EG0720
 EG0720.The orthometric height was computed from unverified reset data.
 EG0720
 EG0720.The geoid height was determined by GEOID03.
 EG0720
 EG0720;                    North         East    Units  Estimated Accuracy
 EG0720;SPC MS E     -   523,410.      325,030.      MT  (+/- 180 meters Scaled)
 EG0720
 EG0720                          SUPERSEDED SURVEY CONTROL
 EG0720
 EG0720.No superseded survey control is available for this station.
 EG0720
 EG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC561876(NAD 83)
 EG0720_MARKER: DB = BENCH MARK DISK
 EG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0720_STAMPING: D 171 RESET 1958
 EG0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0720+STABILITY: SURFACE MOTION
 EG0720
 EG0720  HISTORY     - Date     Condition        Report By
 EG0720  HISTORY     - 1958     MONUMENTED       CGS
 EG0720  HISTORY     - 1962     GOOD             MSHD
 EG0720
 EG0720                          STATION DESCRIPTION
 EG0720
 EG0720'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0720'3.3 MI SE FROM MOOREVILLE.
 EG0720'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 371, AT
 EG0720'MOOREVILLE, GO SOUTHEAST ON HIGHWAY 371 FOR 3.3 MILES TO THE MARK ON
 EG0720'THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12
 EG0720'INCH ROUND CONCRETE POST.  IT IS 2 FEET NORTH OF A POWER LINE POLE, 21
 EG0720'FEET SOUTH OF THE CENTERLINE OF A ROAD, 59 FEET WEST OF THE CENTERLINE
 EG0720'OF THE HIGHWAY, 58 FEET SOUTH OF A FENCE CORNER, 55.5 FEET SOUTH OF A
 EG0720'RIGHT-OF-WAY MARKER, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 EG0720'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1091 ***********************************************************************
 DJ1091  DESIGNATION -  D 172
 DJ1091  PID         -  DJ1091
 DJ1091  STATE/COUNTY-  MS/MONROE
 DJ1091  USGS QUAD   -  EGYPT (1965)
 DJ1091
 DJ1091                         *CURRENT SURVEY CONTROL
 DJ1091  ___________________________________________________________________
 DJ1091* NAD 83(1986)-  33 59 11.     (N)    088 38 15.     (W)     SCALED    
 DJ1091* NAVD 88     -        83.196  (meters)     272.95   (feet)  ADJUSTED  
 DJ1091  ___________________________________________________________________
 DJ1091  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DJ1091  DYNAMIC HT  -          83.112 (meters)     272.68  (feet)  COMP
 DJ1091  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DJ1091
 DJ1091  VERT ORDER  -  SECOND    CLASS 0
 DJ1091
 DJ1091.The horizontal coordinates were scaled from a topographic map and have
 DJ1091.an estimated accuracy of +/- 6 seconds.
 DJ1091
 DJ1091.The orthometric height was determined by differential leveling
 DJ1091.and adjusted in June 1991.
 DJ1091
 DJ1091.The geoid height was determined by GEOID03.
 DJ1091
 DJ1091.The dynamic height is computed by dividing the NAVD 88
 DJ1091.geopotential number by the normal gravity value computed on the
 DJ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1091.degrees latitude (g = 980.6199 gals.).
 DJ1091
 DJ1091.The modeled gravity was interpolated from observed gravity values.
 DJ1091
 DJ1091;                    North         East    Units  Estimated Accuracy
 DJ1091;SPC MS E     -   497,460.      318,090.      MT  (+/- 180 meters Scaled)
 DJ1091
 DJ1091                          SUPERSEDED SURVEY CONTROL
 DJ1091
 DJ1091  NGVD 29 (??/??/92)   83.132  (m)          272.74   (f) ADJ UNCH    2 0
 DJ1091
 DJ1091.Superseded values are not recommended for survey control.
 DJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1091.See file dsdata.txt to determine how the superseded data were derived.
 DJ1091
 DJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC487618(NAD 83)
 DJ1091_MARKER: DB = BENCH MARK DISK
 DJ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1091_STAMPING: D 172 1946
 DJ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1091+STABILITY: SURFACE MOTION
 DJ1091
 DJ1091  HISTORY     - Date     Condition        Report By
 DJ1091  HISTORY     - 1946     MONUMENTED       CGS
 DJ1091  HISTORY     - 1963     GOOD             MSHD
 DJ1091
 DJ1091                          STATION DESCRIPTION
 DJ1091
 DJ1091'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1091'7.0 MI E FROM OKOLONA.
 DJ1091'THE MARK FROM THE JUNCTION OF STATE HIGHWAY 25 AND THE GM AND O
 DJ1091'RAILROAD AT OKOLONA BY GOING EAST ON HIGHWAY 41 FOR 3.3 MILES TO A
 DJ1091'GRAVEL SIDE ROAD RIGHT, (OLD HIGHWAY 41) TURN RIGHT, SOUTH, AND GO 3.7
 DJ1091'MILES SOUTH AND EAST TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET
 DJ1091'IN CEMENT IN A DRILLED HOLE IN THE TOP OF A 6 INCH SQUARE CONCRETE
 DJ1091'POST.  IT IS 150 FEET EAST OF A FARM DRIVEWAY, 30 FEET NORTH OF THE
 DJ1091'CENTER OF THE ROAD, 4 FEET NORTH OF A FENCE, 3 FEET EAST OF A FENCE,
 DJ1091'ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS 5 INCHES.  A METAL
 DJ1091'WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1068 ***********************************************************************
 DJ1068  DESIGNATION -  D 173
 DJ1068  PID         -  DJ1068
 DJ1068  STATE/COUNTY-  MS/MONROE
 DJ1068  USGS QUAD   -  EGYPT (1965)
 DJ1068
 DJ1068                         *CURRENT SURVEY CONTROL
 DJ1068  ___________________________________________________________________
 DJ1068* NAD 83(1986)-  33 53 05.     (N)    088 40 14.     (W)     SCALED    
 DJ1068* NAVD 88     -        82.874  (meters)     271.90   (feet)  ADJUSTED  
 DJ1068  ___________________________________________________________________
 DJ1068  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DJ1068  DYNAMIC HT  -          82.790 (meters)     271.62  (feet)  COMP
 DJ1068  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 DJ1068
 DJ1068  VERT ORDER  -  SECOND    CLASS 0
 DJ1068
 DJ1068.The horizontal coordinates were scaled from a topographic map and have
 DJ1068.an estimated accuracy of +/- 6 seconds.
 DJ1068
 DJ1068.The orthometric height was determined by differential leveling
 DJ1068.and adjusted in June 1991.
 DJ1068
 DJ1068.The geoid height was determined by GEOID03.
 DJ1068
 DJ1068.The dynamic height is computed by dividing the NAVD 88
 DJ1068.geopotential number by the normal gravity value computed on the
 DJ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1068.degrees latitude (g = 980.6199 gals.).
 DJ1068
 DJ1068.The modeled gravity was interpolated from observed gravity values.
 DJ1068
 DJ1068;                    North         East    Units  Estimated Accuracy
 DJ1068;SPC MS E     -   486,170.      315,060.      MT  (+/- 180 meters Scaled)
 DJ1068
 DJ1068                          SUPERSEDED SURVEY CONTROL
 DJ1068
 DJ1068  NGVD 29 (??/??/92)   82.824  (m)          271.73   (f) ADJ UNCH    2 0
 DJ1068
 DJ1068.Superseded values are not recommended for survey control.
 DJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1068.See file dsdata.txt to determine how the superseded data were derived.
 DJ1068
 DJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC455506(NAD 83)
 DJ1068_MARKER: DB = BENCH MARK DISK
 DJ1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1068_STAMPING: D 173 1946
 DJ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1068+STABILITY: SURFACE MOTION
 DJ1068
 DJ1068  HISTORY     - Date     Condition        Report By
 DJ1068  HISTORY     - 1946     MONUMENTED       CGS
 DJ1068  HISTORY     - 1963     GOOD             MSHD
 DJ1068
 DJ1068                          STATION DESCRIPTION
 DJ1068
 DJ1068'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1068'8.8 MI NW FROM ABERDEEN.
 DJ1068'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN, GO NORTHWEST ALONG
 DJ1068'U. S. HIGHWAY 45 E FOR 3.9 MILES TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 DJ1068'AND GO WEST AND NORTHWEST ON THE ROAD LEADING TO EGYPT FOR 4.8 MILES
 DJ1068'TO THE JARMON SCHOOL (COLORED) AND THE MARK ON THE LEFT. THE MARK IS A
 DJ1068'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST. IT IS ABOUT 175
 DJ1068'FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL, 45 FEET SOUTH OF THE
 DJ1068'APPROXIMATE CENTER OF THE ROAD, 10 FEET SOUTH OF A FENCE CORNER, 2
 DJ1068'FEET WEST OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE GRAVEL ROAD AND
 DJ1068'PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE
 DJ1068'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0484 ***********************************************************************
 DJ0484  DESIGNATION -  D 177
 DJ0484  PID         -  DJ0484
 DJ0484  STATE/COUNTY-  MS/NOXUBEE
 DJ0484  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0484
 DJ0484                         *CURRENT SURVEY CONTROL
 DJ0484  ___________________________________________________________________
 DJ0484* NAD 83(1986)-  33 10 52.     (N)    088 22 16.     (W)     SCALED    
 DJ0484* NAVD 88     -        67.076  (meters)     220.07   (feet)  ADJUSTED  
 DJ0484  ___________________________________________________________________
 DJ0484  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DJ0484  DYNAMIC HT  -          67.003 (meters)     219.83  (feet)  COMP
 DJ0484  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 DJ0484
 DJ0484  VERT ORDER  -  SECOND    CLASS 0
 DJ0484
 DJ0484.The horizontal coordinates were scaled from a topographic map and have
 DJ0484.an estimated accuracy of +/- 6 seconds.
 DJ0484
 DJ0484.The orthometric height was determined by differential leveling
 DJ0484.and adjusted in June 1991.
 DJ0484
 DJ0484.The geoid height was determined by GEOID03.
 DJ0484
 DJ0484.The dynamic height is computed by dividing the NAVD 88
 DJ0484.geopotential number by the normal gravity value computed on the
 DJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0484.degrees latitude (g = 980.6199 gals.).
 DJ0484
 DJ0484.The modeled gravity was interpolated from observed gravity values.
 DJ0484
 DJ0484;                    North         East    Units  Estimated Accuracy
 DJ0484;SPC MS E     -   408,220.      343,110.      MT  (+/- 180 meters Scaled)
 DJ0484
 DJ0484                          SUPERSEDED SURVEY CONTROL
 DJ0484
 DJ0484  NGVD 29 (??/??/92)   67.044  (m)          219.96   (f) ADJ UNCH    2 0
 DJ0484
 DJ0484.Superseded values are not recommended for survey control.
 DJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0484.See file dsdata.txt to determine how the superseded data were derived.
 DJ0484
 DJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB721722(NAD 83)
 DJ0484_MARKER: DB = BENCH MARK DISK
 DJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0484_STAMPING: D 177 1946
 DJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0484+STABILITY: SURFACE MOTION
 DJ0484
 DJ0484  HISTORY     - Date     Condition        Report By
 DJ0484  HISTORY     - 1946     MONUMENTED       CGS
 DJ0484  HISTORY     - 1963     GOOD             MSHD
 DJ0484
 DJ0484                          STATION DESCRIPTION
 DJ0484
 DJ0484'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0484'3.6 MI NE FROM PRAIRIE POINT.
 DJ0484'TO REACH THE MARK FROM THE POST OFFICE IN PRAIRIE POINT, GO EAST 1.4
 DJ0484'MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH AND GO 2.2 MILES TO THE
 DJ0484'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF
 DJ0484'AN 8-INCH SQUARE CONCRETE POST.  IT IS 22 FEET WEST OF THE CENTER OF
 DJ0484'THE ROAD, 10 FEET SOUTH OF THE CENTER OF AN UNGRADED ROAD LEADING TO
 DJ0484'TWO TENANT HOUSES, 5 FEET NORTH OF A FENCE CORNER, ABOUT LEVEL WITH
 DJ0484'THE ROAD, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0
 DJ0484'FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0171 ***********************************************************************
 DJ0171  DESIGNATION -  D 179
 DJ0171  PID         -  DJ0171
 DJ0171  STATE/COUNTY-  MS/LOWNDES
 DJ0171  USGS QUAD   -  CALEDONIA (1987)
 DJ0171
 DJ0171                         *CURRENT SURVEY CONTROL
 DJ0171  ___________________________________________________________________
 DJ0171* NAD 83(1986)-  33 44 01.     (N)    088 18 58.     (W)     SCALED    
 DJ0171* NAVD 88     -        73.357  (meters)     240.67   (feet)  ADJUSTED  
 DJ0171  ___________________________________________________________________
 DJ0171  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ0171  DYNAMIC HT  -          73.281 (meters)     240.42  (feet)  COMP
 DJ0171  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DJ0171
 DJ0171  VERT ORDER  -  SECOND    CLASS 0
 DJ0171
 DJ0171.The horizontal coordinates were scaled from a topographic map and have
 DJ0171.an estimated accuracy of +/- 6 seconds.
 DJ0171
 DJ0171.The orthometric height was determined by differential leveling
 DJ0171.and adjusted in June 1991.
 DJ0171
 DJ0171.The geoid height was determined by GEOID03.
 DJ0171
 DJ0171.The dynamic height is computed by dividing the NAVD 88
 DJ0171.geopotential number by the normal gravity value computed on the
 DJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0171.degrees latitude (g = 980.6199 gals.).
 DJ0171
 DJ0171.The modeled gravity was interpolated from observed gravity values.
 DJ0171
 DJ0171;                    North         East    Units  Estimated Accuracy
 DJ0171;SPC MS E     -   469,520.      347,930.      MT  (+/- 180 meters Scaled)
 DJ0171
 DJ0171                          SUPERSEDED SURVEY CONTROL
 DJ0171
 DJ0171  NGVD 29 (??/??/92)   73.324  (m)          240.56   (f) ADJ UNCH    2 0
 DJ0171
 DJ0171.Superseded values are not recommended for survey control.
 DJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0171.See file dsdata.txt to determine how the superseded data were derived.
 DJ0171
 DJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC780333(NAD 83)
 DJ0171_MARKER: DB = BENCH MARK DISK
 DJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0171_STAMPING: D 179 1946
 DJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0171+STABILITY: SURFACE MOTION
 DJ0171
 DJ0171  HISTORY     - Date     Condition        Report By
 DJ0171  HISTORY     - 1946     MONUMENTED       CGS
 DJ0171  HISTORY     - 1963     GOOD             MSHD
 DJ0171
 DJ0171                          STATION DESCRIPTION
 DJ0171
 DJ0171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0171'4.0 MI N FROM CALEDONIA.
 DJ0171'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO NORTH ON A
 DJ0171'GRAVEL ROAD KNOWN AS THE GATTMAN ROAD FOR 4.0 MILES TO A 24-FOOT
 DJ0171'CONCRETE CULVERT AND THE MARK IMMEDIATELY BEYOND ON THE RIGHT.  THE
 DJ0171'MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT
 DJ0171'IS ABOUT 200 FEET NORTH OF THE CULVERT, 115 FEET SOUTHWEST OF THE
 DJ0171'SOUTHWEST CORNER OF A FARM HOUSE, 24 FEET EAST OF THE CENTER OF THE
 DJ0171'ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD
 DJ0171'AND PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF
 DJ0171'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1232 ***********************************************************************
 BH1232  DESIGNATION -  D 18 RESET 1965
 BH1232  PID         -  BH1232
 BH1232  STATE/COUNTY-  MS/HANCOCK
 BH1232  USGS QUAD   -  LOGTOWN (1993)
 BH1232
 BH1232                         *CURRENT SURVEY CONTROL
 BH1232  ___________________________________________________________________
 BH1232* NAD 83(1986)-  30 19 17.     (N)    089 36 32.     (W)     SCALED    
 BH1232* NAVD 88     -         5.35   (+/-2cm)      17.6    (feet)  VERTCON   
 BH1232  ___________________________________________________________________
 BH1232  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BH1232  VERT ORDER  -  THIRD (See Below)
 BH1232
 BH1232.The horizontal coordinates were scaled from a topographic map and have
 BH1232.an estimated accuracy of +/- 6 seconds.
 BH1232
 BH1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1232.The vertical order pertains to the NGVD 29 superseded value.
 BH1232
 BH1232.The geoid height was determined by GEOID03.
 BH1232
 BH1232;                    North         East    Units  Estimated Accuracy
 BH1232;SPC MS E     -    91,300.      225,410.      MT  (+/- 180 meters Scaled)
 BH1232
 BH1232                          SUPERSEDED SURVEY CONTROL
 BH1232
 BH1232  NGVD 29 (??/??/??)    5.31   (m)           17.4    (f) RESET       3  
 BH1232
 BH1232.Superseded values are not recommended for survey control.
 BH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1232.See file dsdata.txt to determine how the superseded data were derived.
 BH1232
 BH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU491572(NAD 83)
 BH1232_MARKER: DB = BENCH MARK DISK
 BH1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1232_SP_SET: CULVERT
 BH1232_STAMPING: D 18 RESET 65
 BH1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1232
 BH1232  HISTORY     - Date     Condition        Report By
 BH1232  HISTORY     - 1965     MONUMENTED       CGS
 BH1232  HISTORY     - 1974     MARK NOT FOUND   MSHD
 BH1232
 BH1232                          STATION DESCRIPTION
 BH1232
 BH1232'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BH1232'1.35 MI N FROM WESTONIA.
 BH1232'THE MARK WAS SEARCHED FOR AND NOT FOUND.  TO REACH THE MARK FROM THE
 BH1232'INTERSECTION OF I-10 AND 607 (BETWEEN THE I-10 OVERPASSES) PROCEED 0.3
 BH1232'MILE WEST ON 607 TO A PAVED ROAD LEFT.  AT THIS POINT TURN OFF 607
 BH1232'ONTO THE PAVED ROAD LEFT AND PROCEED 0.3 MILE TO A DIM TRAIL ON THE
 BH1232'LEFT THAT GOES NORTHERLY TOWARDS ROUTE 607.  FOLLOW THE TRAIL TO THE
 BH1232'END OF THE MARK ON THE LEFT.  THE MARK IS A STANDARD DISK STAMPED D 18
 BH1232'RESET 65 SET IN A CONCRETE MONUMENT PROJECTING 0.1 FEET.  1 FOOT WEST
 BH1232'OF A WITNESS POST, 171 FEET SW OF A CULVERT ON THE SOUTH SIDE OF A
 BH1232'RAMP LEADING TO I-10.  48 FEET WEST OF THE TRAIL, 30 FEET NW OF AN 8
 BH1232'INCH PINE WITH A TWISTED TRUNK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1044 ***********************************************************************
 DJ1044  DESIGNATION -  D 180
 DJ1044  PID         -  DJ1044
 DJ1044  STATE/COUNTY-  MS/MONROE
 DJ1044  USGS QUAD   -  STRONG (1987)
 DJ1044
 DJ1044                         *CURRENT SURVEY CONTROL
 DJ1044  ___________________________________________________________________
 DJ1044* NAD 83(1986)-  33 41 40.     (N)    088 34 28.     (W)     SCALED    
 DJ1044* NAVD 88     -        71.909  (meters)     235.92   (feet)  ADJUSTED  
 DJ1044  ___________________________________________________________________
 DJ1044  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DJ1044  DYNAMIC HT  -          71.834 (meters)     235.68  (feet)  COMP
 DJ1044  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DJ1044
 DJ1044  VERT ORDER  -  SECOND    CLASS 0
 DJ1044
 DJ1044.The horizontal coordinates were scaled from a topographic map and have
 DJ1044.an estimated accuracy of +/- 6 seconds.
 DJ1044
 DJ1044.The orthometric height was determined by differential leveling
 DJ1044.and adjusted in June 1991.
 DJ1044
 DJ1044.The geoid height was determined by GEOID03.
 DJ1044
 DJ1044.The dynamic height is computed by dividing the NAVD 88
 DJ1044.geopotential number by the normal gravity value computed on the
 DJ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1044.degrees latitude (g = 980.6199 gals.).
 DJ1044
 DJ1044.The modeled gravity was interpolated from observed gravity values.
 DJ1044
 DJ1044;                    North         East    Units  Estimated Accuracy
 DJ1044;SPC MS E     -   465,090.      324,000.      MT  (+/- 180 meters Scaled)
 DJ1044
 DJ1044                          SUPERSEDED SURVEY CONTROL
 DJ1044
 DJ1044  NGVD 29 (??/??/92)   71.86   (m)          235.8    (f) COMPUTED    2 0
 DJ1044
 DJ1044.Superseded values are not recommended for survey control.
 DJ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1044.See file dsdata.txt to determine how the superseded data were derived.
 DJ1044
 DJ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC540293(NAD 83)
 DJ1044_MARKER: DB = BENCH MARK DISK
 DJ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1044_STAMPING: D 180 1946
 DJ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1044+STABILITY: SURFACE MOTION
 DJ1044
 DJ1044  HISTORY     - Date     Condition        Report By
 DJ1044  HISTORY     - 1946     MONUMENTED       CGS
 DJ1044  HISTORY     - 1963     GOOD             MSHD
 DJ1044  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1044
 DJ1044                          STATION DESCRIPTION
 DJ1044
 DJ1044'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1044'1.9 MI E FROM STRONGS.
 DJ1044'TO REACH FROM THE POST OFFICE IN STRONG GO EAST ON A GRAVEL ROAD FOR
 DJ1044'1.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DJ1044'OF A 8 INCH SQUARE CONCRETE POST.  IT IS 50 FEET NORTH OF THE CENTER
 DJ1044'OF THE ROAD, 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD LEADING
 DJ1044'NORTH, 2 FEET NORTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH THE GRAVEL
 DJ1044'ROAD AND 3 INCHES BELOW THE GROUND SURFACE.  A METAL WITNESS POST WAS
 DJ1044'SET 1.0 FOOT NORTH OF THE MARK.
 DJ1044
 DJ1044                          STATION RECOVERY (1983)
 DJ1044
 DJ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1044'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0793 ***********************************************************************
 DJ0793  DESIGNATION -  D 181
 DJ0793  PID         -  DJ0793
 DJ0793  STATE/COUNTY-  MS/LOWNDES
 DJ0793  USGS QUAD   -  BENT OAK (1987)
 DJ0793
 DJ0793                         *CURRENT SURVEY CONTROL
 DJ0793  ___________________________________________________________________
 DJ0793* NAD 83(1986)-  33 25 41.     (N)    088 35 51.     (W)     SCALED    
 DJ0793* NAVD 88     -        69.835  (meters)     229.12   (feet)  ADJUSTED  
 DJ0793  ___________________________________________________________________
 DJ0793  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ0793  DYNAMIC HT  -          69.761 (meters)     228.87  (feet)  COMP
 DJ0793  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DJ0793
 DJ0793  VERT ORDER  -  SECOND    CLASS 0
 DJ0793
 DJ0793.The horizontal coordinates were scaled from a topographic map and have
 DJ0793.an estimated accuracy of +/- 6 seconds.
 DJ0793
 DJ0793.The orthometric height was determined by differential leveling
 DJ0793.and adjusted in June 1991.
 DJ0793
 DJ0793.The geoid height was determined by GEOID03.
 DJ0793
 DJ0793.The dynamic height is computed by dividing the NAVD 88
 DJ0793.geopotential number by the normal gravity value computed on the
 DJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0793.degrees latitude (g = 980.6199 gals.).
 DJ0793
 DJ0793.The modeled gravity was interpolated from observed gravity values.
 DJ0793
 DJ0793;                    North         East    Units  Estimated Accuracy
 DJ0793;SPC MS E     -   435,540.      321,930.      MT  (+/- 180 meters Scaled)
 DJ0793
 DJ0793                          SUPERSEDED SURVEY CONTROL
 DJ0793
 DJ0793  NGVD 29 (??/??/92)   69.794  (m)          228.98   (f) ADJ UNCH    2 0
 DJ0793
 DJ0793.Superseded values are not recommended for survey control.
 DJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0793.See file dsdata.txt to determine how the superseded data were derived.
 DJ0793
 DJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB514998(NAD 83)
 DJ0793_MARKER: DB = BENCH MARK DISK
 DJ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0793_STAMPING: D 181 1946
 DJ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0793+STABILITY: SURFACE MOTION
 DJ0793
 DJ0793  HISTORY     - Date     Condition        Report By
 DJ0793  HISTORY     - 1946     MONUMENTED       CGS
 DJ0793  HISTORY     - 1971     GOOD             NGS
 DJ0793  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 DJ0793
 DJ0793                          STATION DESCRIPTION
 DJ0793
 DJ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DJ0793'3.0 MI E FROM ARTESIA.
 DJ0793'TO REACH FROM THE INTERSECTION OF AN EAST-WEST ROAD THE GULF, MOBILE
 DJ0793'AND OHIO RAILROAD AT THE NORTH EDGE OF ARTESIA (ABOUT 0.15 MILE NORTH
 DJ0793'OF RAILROAD STATION) GO EAST ON A BLACKTOP ROAD 3.0 MILES TO THE MARK
 DJ0793'AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 8-INCH SQUARE
 DJ0793'CONCRETE POST 20.6 FT. NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 DJ0793'38.3 FT. NORTHWEST OF MILE POST NO. 3, 56.8 FT. SOUTH OF THE
 DJ0793'CENTERLINE OF A PAVED ROAD, AND 1.3 FT SOUTH OF A METAL PIPE WITNESS
 DJ0793'POST.  THE MARK IS 4 FT. BELOW THE LEVEL OF THE TRACKS AND PROJECTS 4
 DJ0793'INCHES ABOVE GROUND.
 DJ0793
 DJ0793                          STATION RECOVERY (1976)
 DJ0793
 DJ0793'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 DJ0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0658 ***********************************************************************
 DJ0658  DESIGNATION -  D 183
 DJ0658  PID         -  DJ0658
 DJ0658  STATE/COUNTY-  MS/NOXUBEE
 DJ0658  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0658
 DJ0658                         *CURRENT SURVEY CONTROL
 DJ0658  ___________________________________________________________________
 DJ0658* NAD 83(1986)-  33 15 12.     (N)    088 35 36.     (W)     SCALED    
 DJ0658* NAVD 88     -        83.597  (meters)     274.27   (feet)  ADJUSTED  
 DJ0658  ___________________________________________________________________
 DJ0658  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0658  DYNAMIC HT  -          83.506 (meters)     273.97  (feet)  COMP
 DJ0658  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DJ0658
 DJ0658  VERT ORDER  -  SECOND    CLASS 0
 DJ0658
 DJ0658.The horizontal coordinates were scaled from a topographic map and have
 DJ0658.an estimated accuracy of +/- 6 seconds.
 DJ0658
 DJ0658.The orthometric height was determined by differential leveling
 DJ0658.and adjusted in June 1991.
 DJ0658
 DJ0658.The geoid height was determined by GEOID03.
 DJ0658
 DJ0658.The dynamic height is computed by dividing the NAVD 88
 DJ0658.geopotential number by the normal gravity value computed on the
 DJ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0658.degrees latitude (g = 980.6199 gals.).
 DJ0658
 DJ0658.The modeled gravity was interpolated from observed gravity values.
 DJ0658
 DJ0658;                    North         East    Units  Estimated Accuracy
 DJ0658;SPC MS E     -   416,160.      322,360.      MT  (+/- 180 meters Scaled)
 DJ0658
 DJ0658                          SUPERSEDED SURVEY CONTROL
 DJ0658
 DJ0658  NGVD 29 (??/??/92)   83.554  (m)          274.13   (f) ADJ UNCH    2 0
 DJ0658
 DJ0658.Superseded values are not recommended for survey control.
 DJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0658.See file dsdata.txt to determine how the superseded data were derived.
 DJ0658
 DJ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB515805(NAD 83)
 DJ0658_MARKER: DB = BENCH MARK DISK
 DJ0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0658_SP_SET: CULVERT
 DJ0658_STAMPING: D 183 1946
 DJ0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0658
 DJ0658  HISTORY     - Date     Condition        Report By
 DJ0658  HISTORY     - 1946     MONUMENTED       CGS
 DJ0658  HISTORY     - 1963     GOOD             MSHD
 DJ0658  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0658
 DJ0658                          STATION DESCRIPTION
 DJ0658
 DJ0658'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0658'1.6 MI N FROM BROOKSVILLE.
 DJ0658'TO REACH THE MARK FROM THE RAILROAD DEPOT IN BROOKSVILLE, GO WEST ON
 DJ0658'GRAVEL ROAD FOR 0.35 MILE TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT,
 DJ0658'NORTH AND GO 1.0 MILE TO THE END OF THE GRADED ROAD, CONTINUE THROUGH
 DJ0658'GAP IN FENCE AND GO ABOUT 0.5 MILE NORTHEAST TO THE RAILROAD AND THE
 DJ0658'MARK AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 DJ0658'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 10-FOOT CONCRETE
 DJ0658'CULVERT, 0.4 MILE SOUTH OF MILEPOST 208, AND ABOUT 3 FEET BELOW THE
 DJ0658'LEVEL OF THE TRACK.
 DJ0658
 DJ0658                          STATION RECOVERY (1983)
 DJ0658
 DJ0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0658'NOT RECOVERED, INACCESSIBLE AT THIS TIME, NO ROADS, ASSUME THE MARK IS
 DJ0658'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0120 ***********************************************************************
 CO0120  DESIGNATION -  D 184
 CO0120  PID         -  CO0120
 CO0120  STATE/COUNTY-  MS/KEMPER
 CO0120  USGS QUAD   -  GEIGER (1973)
 CO0120
 CO0120                         *CURRENT SURVEY CONTROL
 CO0120  ___________________________________________________________________
 CO0120* NAD 83(1986)-  32 49 51.     (N)    088 22 15.     (W)     SCALED    
 CO0120* NAVD 88     -        63.688  (meters)     208.95   (feet)  ADJUSTED  
 CO0120  ___________________________________________________________________
 CO0120  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CO0120  DYNAMIC HT  -          63.616 (meters)     208.71  (feet)  COMP
 CO0120  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 CO0120
 CO0120  VERT ORDER  -  SECOND    CLASS 0
 CO0120
 CO0120.The horizontal coordinates were scaled from a topographic map and have
 CO0120.an estimated accuracy of +/- 6 seconds.
 CO0120
 CO0120.The orthometric height was determined by differential leveling
 CO0120.and adjusted in June 1991.
 CO0120
 CO0120.The geoid height was determined by GEOID03.
 CO0120
 CO0120.The dynamic height is computed by dividing the NAVD 88
 CO0120.geopotential number by the normal gravity value computed on the
 CO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0120.degrees latitude (g = 980.6199 gals.).
 CO0120
 CO0120.The modeled gravity was interpolated from observed gravity values.
 CO0120
 CO0120;                    North         East    Units  Estimated Accuracy
 CO0120;SPC MS E     -   369,370.      343,300.      MT  (+/- 180 meters Scaled)
 CO0120
 CO0120                          SUPERSEDED SURVEY CONTROL
 CO0120
 CO0120  NGVD 29 (??/??/92)   63.656  (m)          208.84   (f) ADJ UNCH    2 0
 CO0120
 CO0120.Superseded values are not recommended for survey control.
 CO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0120.See file dsdata.txt to determine how the superseded data were derived.
 CO0120
 CO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB716333(NAD 83)
 CO0120_MARKER: DB = BENCH MARK DISK
 CO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0120_STAMPING: D 184 1946
 CO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0120+STABILITY: SURFACE MOTION
 CO0120
 CO0120  HISTORY     - Date     Condition        Report By
 CO0120  HISTORY     - 1946     MONUMENTED       CGS
 CO0120  HISTORY     - 1963     GOOD             MSHD
 CO0120
 CO0120                          STATION DESCRIPTION
 CO0120
 CO0120'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CO0120'6.0 MI E FROM SCOOBA.
 CO0120'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 CO0120'HIGHWAY 16 IN SCOOBA, GO EAST ON HIGHWAY 16 FOR 5.0 MILES TO A CHURCH,
 CO0120'CONTINUE EAST 0.5 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 CO0120'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.  IT IS 105 FEET EAST
 CO0120'OF AN IRON GATE, 65 FEET EAST OF AN 18-INCH OAK TREE ON A FENCE LINE,
 CO0120'35 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 16, 2.0 FEET NORTH OF A
 CO0120'FENCE, ABOUT LEVEL WITH HIGHWAY 16, AND PROJECTS 2 INCHES. A METAL
 CO0120'WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0221 ***********************************************************************
 CO0221  DESIGNATION -  D 185
 CO0221  PID         -  CO0221
 CO0221  STATE/COUNTY-  MS/LAUDERDALE
 CO0221  USGS QUAD   -  TAMOLA (1987)
 CO0221
 CO0221                         *CURRENT SURVEY CONTROL
 CO0221  ___________________________________________________________________
 CO0221* NAD 83(1986)-  32 33 22.     (N)    088 25 13.     (W)     SCALED    
 CO0221* NAVD 88     -        88.888  (meters)     291.63   (feet)  ADJUSTED  
 CO0221  ___________________________________________________________________
 CO0221  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CO0221  DYNAMIC HT  -          88.784 (meters)     291.29  (feet)  COMP
 CO0221  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CO0221
 CO0221  VERT ORDER  -  SECOND    CLASS 0
 CO0221
 CO0221.The horizontal coordinates were scaled from a topographic map and have
 CO0221.an estimated accuracy of +/- 6 seconds.
 CO0221
 CO0221.The orthometric height was determined by differential leveling
 CO0221.and adjusted in June 1991.
 CO0221
 CO0221.The geoid height was determined by GEOID03.
 CO0221
 CO0221.The dynamic height is computed by dividing the NAVD 88
 CO0221.geopotential number by the normal gravity value computed on the
 CO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0221.degrees latitude (g = 980.6199 gals.).
 CO0221
 CO0221.The modeled gravity was interpolated from observed gravity values.
 CO0221
 CO0221;                    North         East    Units  Estimated Accuracy
 CO0221;SPC MS E     -   338,890.      338,790.      MT  (+/- 180 meters Scaled)
 CO0221
 CO0221                          SUPERSEDED SURVEY CONTROL
 CO0221
 CO0221  NGVD 29 (??/??/92)   88.872  (m)          291.57   (f) ADJ UNCH    2 0
 CO0221
 CO0221.Superseded values are not recommended for survey control.
 CO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0221.See file dsdata.txt to determine how the superseded data were derived.
 CO0221
 CO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB666029(NAD 83)
 CO0221_MARKER: DB = BENCH MARK DISK
 CO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0221_SP_SET: CONCRETE POST
 CO0221_STAMPING: D 185 1946
 CO0221_MARK LOGO: CGS   
 CO0221_PROJECTION: PROJECTING 15 CENTIMETERS
 CO0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0221+STABILITY: SURFACE MOTION
 CO0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0221+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 CO0221
 CO0221  HISTORY     - Date     Condition        Report By
 CO0221  HISTORY     - 1946     MONUMENTED       CGS
 CO0221  HISTORY     - 1964     GOOD             MSHD
 CO0221  HISTORY     - 1983     GOOD             NGS
 CO0221  HISTORY     - 19900321 GOOD             MSHD
 CO0221
 CO0221                          STATION DESCRIPTION
 CO0221
 CO0221'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0221'8.85 MI NE FROM LAUDERDALE.
 CO0221'TO REACH THE MARK FROM THE POST OFFICE IN LAUDERDALE, GO NORTH ON U.
 CO0221'S. HIGHWAY 45 FOR 1.25 MILES TO A BLACK TOP ROAD ON THE RIGHT, TURN
 CO0221'RIGHT, NORTHEAST AND GO 2.85 MILES TO A DIRT ROAD ON THE RIGHT, TURN
 CO0221'RIGHT, EAST AND GO 0.15 MILE TO A RAILROAD, CONTINUE EAST 4.6 MILES TO
 CO0221'A CHURCH AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 CO0221'OF A 10-INCH SQUARE CONCRETE POST.  IT IS 104 FEET NORTH OF THE
 CO0221'NORTHEAST CORNER OF THE CHURCH, 4 FEET SOUTHEAST OF THE NORTHEAST
 CO0221'CORNER OF A CEMETERY FENCE, 37 FEET WEST OF THE CENTER OF A ROAD
 CO0221'LEADING SOUTHWEST, ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES.
 CO0221
 CO0221                          STATION RECOVERY (1983)
 CO0221
 CO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0221'RECOVERED IN GOOD CONDITION.  NOTE, ADD, MARK IS INSIDE A CHAIN LINK
 CO0221'FENCE AROUND THE CEMETERY, 5.48 METERS (18.0 FT) SOUTH OF A CHAIN LINK
 CO0221'FENCE, AND 4.26 METERS (14.0 FT) WEST OF A CHAIN LINK FENCE.  NOT
 CO0221'LEVELED TO AT THIS TIME.
 CO0221'THE MARK IS 4.32 METERS  W FROM A WITNESS POST.
 CO0221'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 CO0221
 CO0221                          STATION RECOVERY (1990)
 CO0221
 CO0221'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0221'MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF LAUDERDALE, IN THE
 CO0221'CENTER RIDGE CEMETERY, ABOUT 1.7 MI (2.7 KM) WEST OF THE
 CO0221'MISSISSIPPI-ALABAMA STATE LINE AND IS IN SECTION 11, T 8N, R 18E.
 CO0221'TO REACH FROM JUNCTION OF YORK ROAD AND OLD HIGHWAY 45 JUST SOUTH OF
 CO0221'THE POST OFFICE IN LAUDERDALE, GO EAST ON YORK ROAD FOR 0.6 MI
 CO0221'(1.0 KM) TO A FORK, TAKE THE LEFT FORK AND CONTINUE EAST ON YORK ROAD
 CO0221'FOR 6.2 MI (10.0 KM) TO THE CEMETERY AND THE MARK ON THE RIGHT.
 CO0221'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0221'ABOUT LEVEL WITH THE ROAD, PROJECTING 3 INCHES, 104.5 FT (31.9 M)
 CO0221'NORTH OF THE NORTHWEST CORNER OF A SMALL FRAME CHURCH, 51.5 FT
 CO0221'(15.7 M) WEST OF THE CENTER OF YORK ROAD, 22.5 FT (6.9 M) SOUTHWEST
 CO0221'OF THE NORTHEAST CORNER OF THE CEMETERY FENCE, 18.5 FT (5.6 M) SOUTH
 CO0221'OF A CYCLONE FENCE AND 15 FT (4.6 M) WEST OF A CARSOINITE WITNESS
 CO0221'POST IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0394 ***********************************************************************
 DJ0394  DESIGNATION -  D 186
 DJ0394  PID         -  DJ0394
 DJ0394  STATE/COUNTY-  MS/NOXUBEE
 DJ0394  USGS QUAD   -  CLIFTONVILLE (1973)
 DJ0394
 DJ0394                         *CURRENT SURVEY CONTROL
 DJ0394  ___________________________________________________________________
 DJ0394* NAD 83(1986)-  33 14 06.     (N)    088 28 40.     (W)     SCALED    
 DJ0394* NAVD 88     -        76.022  (meters)     249.42   (feet)  ADJUSTED  
 DJ0394  ___________________________________________________________________
 DJ0394  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0394  DYNAMIC HT  -          75.939 (meters)     249.14  (feet)  COMP
 DJ0394  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DJ0394
 DJ0394  VERT ORDER  -  SECOND    CLASS 0
 DJ0394
 DJ0394.The horizontal coordinates were scaled from a topographic map and have
 DJ0394.an estimated accuracy of +/- 6 seconds.
 DJ0394
 DJ0394.The orthometric height was determined by differential leveling
 DJ0394.and adjusted in June 1991.
 DJ0394
 DJ0394.The geoid height was determined by GEOID03.
 DJ0394
 DJ0394.The dynamic height is computed by dividing the NAVD 88
 DJ0394.geopotential number by the normal gravity value computed on the
 DJ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0394.degrees latitude (g = 980.6199 gals.).
 DJ0394
 DJ0394.The modeled gravity was interpolated from observed gravity values.
 DJ0394
 DJ0394;                    North         East    Units  Estimated Accuracy
 DJ0394;SPC MS E     -   414,160.      333,140.      MT  (+/- 180 meters Scaled)
 DJ0394
 DJ0394                          SUPERSEDED SURVEY CONTROL
 DJ0394
 DJ0394  NGVD 29 (??/??/92)   75.996  (m)          249.33   (f) ADJ UNCH    2 0
 DJ0394
 DJ0394.Superseded values are not recommended for survey control.
 DJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0394.See file dsdata.txt to determine how the superseded data were derived.
 DJ0394
 DJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB623783(NAD 83)
 DJ0394_MARKER: DB = BENCH MARK DISK
 DJ0394_SETTING: 0 = UNSPECIFIED SETTING
 DJ0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0394
 DJ0394  HISTORY     - Date     Condition        Report By
 DJ0394  HISTORY     - UNK      MONUMENTED       CGS
 DJ0394  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0394
 DJ0394                          STATION DESCRIPTION
 DJ0394
 DJ0394'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0394'0.5 MI E FROM DEERBROOK.
 DJ0394'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD LEADING TO CLIFTONVILLE FROM
 DJ0394'THE CROSSROAD AT DEERBROOK, 104 FEET NORTHEAST OF THE NORTHEAST CORNER
 DJ0394'OF A SMALL UNPAINTED SCHOOL, 83 FEET NORTH OF THE NORTHEAST CORNER OF
 DJ0394'A WHITE CHURCH, 33 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 DJ0394'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0624 ***********************************************************************
 DJ0624  DESIGNATION -  D 187
 DJ0624  PID         -  DJ0624
 DJ0624  STATE/COUNTY-  MS/LOWNDES
 DJ0624  USGS QUAD   -  FORRESTON (1987)
 DJ0624
 DJ0624                         *CURRENT SURVEY CONTROL
 DJ0624  ___________________________________________________________________
 DJ0624* NAD 83(1986)-  33 21 01.     (N)    088 18 05.     (W)     SCALED    
 DJ0624* NAVD 88     -        50.639  (meters)     166.14   (feet)  ADJUSTED  
 DJ0624  ___________________________________________________________________
 DJ0624  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0624  DYNAMIC HT  -          50.585 (meters)     165.96  (feet)  COMP
 DJ0624  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DJ0624
 DJ0624  VERT ORDER  -  SECOND    CLASS 0
 DJ0624
 DJ0624.The horizontal coordinates were scaled from a topographic map and have
 DJ0624.an estimated accuracy of +/- 6 seconds.
 DJ0624
 DJ0624.The orthometric height was determined by differential leveling
 DJ0624.and adjusted in June 1991.
 DJ0624
 DJ0624.The geoid height was determined by GEOID03.
 DJ0624
 DJ0624.The dynamic height is computed by dividing the NAVD 88
 DJ0624.geopotential number by the normal gravity value computed on the
 DJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0624.degrees latitude (g = 980.6199 gals.).
 DJ0624
 DJ0624.The modeled gravity was interpolated from observed gravity values.
 DJ0624
 DJ0624;                    North         East    Units  Estimated Accuracy
 DJ0624;SPC MS E     -   427,010.      349,510.      MT  (+/- 180 meters Scaled)
 DJ0624
 DJ0624                          SUPERSEDED SURVEY CONTROL
 DJ0624
 DJ0624  NGVD 29 (??/??/92)   50.617  (m)          166.07   (f) ADJ UNCH    2 0
 DJ0624
 DJ0624.Superseded values are not recommended for survey control.
 DJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0624.See file dsdata.txt to determine how the superseded data were derived.
 DJ0624
 DJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB789908(NAD 83)
 DJ0624_MARKER: DB = BENCH MARK DISK
 DJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0624_STAMPING: D 187
 DJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0624+STABILITY: SURFACE MOTION
 DJ0624
 DJ0624  HISTORY     - Date     Condition        Report By
 DJ0624  HISTORY     - UNK      MONUMENTED       CGS
 DJ0624  HISTORY     - 1963     GOOD             MSHD
 DJ0624
 DJ0624                          STATION DESCRIPTION
 DJ0624
 DJ0624'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0624'9.9 MI NW FROM PICKENSVILLE.
 DJ0624'TO REACH FROM THE NORTHWEST ENTRANCE TO VAUGHN AIR FIELD GO SOUTHEAST
 DJ0624'1.9 MILES, THEN SOUTH ON THE COLUMBUS-NASHVILLE FERRY ROAD 3.75 MILES
 DJ0624'(CROSSING NASH CREEK) TO A T INTERSECTION, TURN LEFT AND GO NORTHEAST
 DJ0624'ON A GRAVEL ROAD 2.0 MILES TO STATE HIGHWAY 69 AND THE MARK AS
 DJ0624'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 DJ0624'CONCRETE POST.  THE MARK IS 163 FEET SOUTHEAST OF THE CENTER OF A
 DJ0624'GRAVEL ROAD, 62 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 69, 5
 DJ0624'FEET NORTH OF AN 8-INCH PERSIMMON TREE, 10 FEET WEST OF A FENCE, 2
 DJ0624'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  A METAL
 DJ0624'WITNESS POST WAS SET 1.0 FOOT NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0308 ***********************************************************************
 BH0308  DESIGNATION -  D 189
 BH0308  PID         -  BH0308
 BH0308  STATE/COUNTY-  MS/JACKSON
 BH0308  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0308
 BH0308                         *CURRENT SURVEY CONTROL
 BH0308  ___________________________________________________________________
 BH0308* NAD 83(1986)-  30 22 49.     (N)    088 32 23.     (W)     SCALED    
 BH0308* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 BH0308  ___________________________________________________________________
 BH0308  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH0308  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0308
 BH0308.The horizontal coordinates were scaled from a topographic map and have
 BH0308.an estimated accuracy of +/- 6 seconds.
 BH0308
 BH0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0308.The vertical order pertains to the NGVD 29 superseded value.
 BH0308
 BH0308.The geoid height was determined by GEOID03.
 BH0308
 BH0308;                    North         East    Units  Estimated Accuracy
 BH0308;SPC MS E     -    97,610.      328,220.      MT  (+/- 180 meters Scaled)
 BH0308
 BH0308                          SUPERSEDED SURVEY CONTROL
 BH0308
 BH0308  NGVD 29 (??/??/??)    3.982  (m)           13.06   (f) ADJUSTED    1 2
 BH0308
 BH0308.Superseded values are not recommended for survey control.
 BH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0308.See file dsdata.txt to determine how the superseded data were derived.
 BH0308
 BH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU520619(NAD 83)
 BH0308_MARKER: DB = BENCH MARK DISK
 BH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0308_STAMPING: D 189 1955
 BH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0308+STABILITY: SURFACE MOTION
 BH0308
 BH0308  HISTORY     - Date     Condition        Report By
 BH0308  HISTORY     - 1955     MONUMENTED       CGS
 BH0308  HISTORY     - 1968     GOOD             MSHD
 BH0308  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0308
 BH0308                          STATION DESCRIPTION
 BH0308
 BH0308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BH0308'1.2 MI NE FROM PASCAGOULA.
 BH0308'THE MARK IS LOCATED 1.2 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BH0308'PASCAGOULA NEAR THE NORTHEAST CORNER OF THE FENCE AROUND THE LAWN OF
 BH0308'THE H.A. WHATLEY RESIDENCE, 1119 KREBS LANE, AND IS IN THE SOUTHWEST
 BH0308'ANGLE OF THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD TRACK WITH
 BH0308'KREBS LANE.  IT IS 49 FEET SOUTHWEST OF THE CENTER OF THE MAIN
 BH0308'RAILROAD CROSSING, 25 FEET SOUTH OF THE CENTER OF KREBS LANE, 26 FEET
 BH0308'WEST OF THE WEST RAIL OF THE MAIN TRACK, 6 FEET SOUTH SOUTHWEST OF THE
 BH0308'NORTHEAST CORNER OF A CYCLONE FENCE IN THE FRONT YARD OF H.A. WHATLEY,
 BH0308'16 FEET SOUTHEAST OF A HIGH POWER LINE POLE WITH A TRANSFORMER, 11.5
 BH0308'FEET SOUTHEAST OF A RAILROAD STOP SIGN, 1 FOOT WEST OF A FENCE, 1.5
 BH0308'FEET SOUTHWEST OF A METAL WITNESS POST, 33.5 FEET NORTHEAST OF THE
 BH0308'NORTHEAST CORNER OF A FRAME HOUSE, SET IN THE TOP OF A 12 INCH ROUND
 BH0308'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 BH0308'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 63
 BH0308'WITH U.S. HIGHWAY 90 AT THE WEST EDGE OF PASCAGOULA GO NORTHEAST ON
 BH0308'MISSISSIPPI HIGHWAY 63 (TELEPHONE ROAD) FOR 1.1 MILES TO A FORKS. TAKE
 BH0308'THE LEFT FORK AND CONTINUE NORTHEAST ON MISSISSIPPI HIGHWAY 63 FOR
 BH0308'0.05 MILE TO KREBS LANE ON THE LEFT. TURN LEFT (WEST) AND CONTINUE ON
 BH0308'KREBS LANE FOR 0.2 MILE TO THE CROSSING OF THE MISSISSIPPI EXPORT
 BH0308'RAILROAD TRACK AND THE MARK ON THE LEFT AS DESCRIBED.
 BH0308
 BH0308                          STATION RECOVERY (1978)
 BH0308
 BH0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BH0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0392 ***********************************************************************
 BW0392  DESIGNATION -  D 19
 BW0392  PID         -  BW0392
 BW0392  STATE/COUNTY-  MS/AMITE
 BW0392  USGS QUAD   -  PEORIA (1972)
 BW0392
 BW0392                         *CURRENT SURVEY CONTROL
 BW0392  ___________________________________________________________________
 BW0392* NAD 83(1986)-  31 11 20.     (N)    090 41 03.     (W)     SCALED    
 BW0392* NAVD 88     -       104.41   (+/-2cm)     342.6    (feet)  VERTCON   
 BW0392  ___________________________________________________________________
 BW0392  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0392
 BW0392.The horizontal coordinates were scaled from a topographic map and have
 BW0392.an estimated accuracy of +/- 6 seconds.
 BW0392
 BW0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0392.The vertical order pertains to the NGVD 29 superseded value.
 BW0392
 BW0392.The geoid height was determined by GEOID03.
 BW0392
 BW0392;                    North         East    Units  Estimated Accuracy
 BW0392;SPC MS W     -   187,270.      666,560.      MT  (+/- 180 meters Scaled)
 BW0392
 BW0392                          SUPERSEDED SURVEY CONTROL
 BW0392
 BW0392  NGVD 29 (??/??/92)  104.423  (m)          342.59   (f) ADJ UNCH    2 0
 BW0392
 BW0392.Superseded values are not recommended for survey control.
 BW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0392.See file dsdata.txt to determine how the superseded data were derived.
 BW0392
 BW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ206528(NAD 83)
 BW0392_MARKER: DB = BENCH MARK DISK
 BW0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0392_SP_SET: BRIDGE
 BW0392_STAMPING: D 19 1934
 BW0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0392
 BW0392  HISTORY     - Date     Condition        Report By
 BW0392  HISTORY     - 1934     MONUMENTED       CGS
 BW0392  HISTORY     - 1969     MARK NOT FOUND   MSHD
 BW0392
 BW0392                          STATION DESCRIPTION
 BW0392
 BW0392'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0392'7.9 MI E FROM LIBERTY.
 BW0392'THE MARK IS LOCATED 8.0 MILES EAST ALONG STATE HIGHWAY 24 FROM
 BW0392'LIBERTY, AMITE COUNTY, ABOUT 375 FEET EAST OF A BRIDGE, ABOUT 375 FEET
 BW0392'FROM A FARMHOUSE, AT A 2-FOOT WIDE CULVERT, AND IN THE TOP OF THE WEST
 BW0392'END OF THE NORTH CONCRETE RETAINING WALL.  A STANDARD DISK, STAMPED D
 BW0392'19 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0982 ***********************************************************************
 BH0982  DESIGNATION -  D 190
 BH0982  PID         -  BH0982
 BH0982  STATE/COUNTY-  MS/HANCOCK
 BH0982  USGS QUAD   -  WAVELAND (1976)
 BH0982
 BH0982                         *CURRENT SURVEY CONTROL
 BH0982  ___________________________________________________________________
 BH0982* NAD 83(1986)-  30 18 03.     (N)    089 29 48.     (W)     SCALED    
 BH0982* NAVD 88     -         5.500  (meters)      18.04   (feet)  ADJUSTED  
 BH0982  ___________________________________________________________________
 BH0982  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BH0982  DYNAMIC HT  -           5.493 (meters)      18.02  (feet)  COMP
 BH0982  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BH0982
 BH0982  VERT ORDER  -  FIRST     CLASS I
 BH0982
 BH0982.The horizontal coordinates were scaled from a topographic map and have
 BH0982.an estimated accuracy of +/- 6 seconds.
 BH0982
 BH0982.The orthometric height was determined by differential leveling
 BH0982.and adjusted in February 1994.
 BH0982
 BH0982.The geoid height was determined by GEOID03.
 BH0982
 BH0982.The dynamic height is computed by dividing the NAVD 88
 BH0982.geopotential number by the normal gravity value computed on the
 BH0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0982.degrees latitude (g = 980.6199 gals.).
 BH0982
 BH0982.The modeled gravity was interpolated from observed gravity values.
 BH0982
 BH0982;                    North         East    Units  Estimated Accuracy
 BH0982;SPC MS E     -    88,960.      236,190.      MT  (+/- 180 meters Scaled)
 BH0982
 BH0982                          SUPERSEDED SURVEY CONTROL
 BH0982
 BH0982  NAVD 88 (06/15/91)    5.500  (m)           18.04   (f) UNKNOWN     1 1
 BH0982  NGVD 29 (??/??/??)    5.455  (m)           17.90   (f) ADJUSTED    1 1
 BH0982
 BH0982.Superseded values are not recommended for survey control.
 BH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0982.See file dsdata.txt to determine how the superseded data were derived.
 BH0982
 BH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU598547(NAD 83)
 BH0982_MARKER: DB = BENCH MARK DISK
 BH0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0982_SP_SET: CONCRETE POST
 BH0982_STAMPING: D 190 1955
 BH0982_MARK LOGO: CGS   
 BH0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0982+STABILITY: SURFACE MOTION
 BH0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0982+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 BH0982
 BH0982  HISTORY     - Date     Condition        Report By
 BH0982  HISTORY     - 1955     MONUMENTED       CGS
 BH0982  HISTORY     - 1970     GOOD             NGS
 BH0982  HISTORY     - 1976     GOOD             NGS
 BH0982  HISTORY     - 19930318 GOOD             NGS
 BH0982  HISTORY     - 20050706 GOOD             NGS
 BH0982
 BH0982                          STATION DESCRIPTION
 BH0982
 BH0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0982'10.65 MI W FROM BAY ST  LOUIS.
 BH0982'ABOUT 10.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE
 BH0982'HIGHWAY BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS, 0.5 MILE EAST OF
 BH0982'THE JUNCTION OF STATE HIGHWAY 607 WHICH LEADS WEST, NEAR THE JUNCTION
 BH0982'OF A DIRT ROAD WHICH LEADS SOUTH, 115 FEET SOUTH OF THE CENTER LINE OF
 BH0982'THE SOUTH LANES OF THE HIGHWAY, 86 FEET SOUTHEAST OF THE EAST END OF A
 BH0982'1 1/2-FOOT CONCRETE TUBULAR CULVERT UNDER THE DIRT ROAD, 33 FEET EAST
 BH0982'OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 BH0982'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BH0982'POST WHICH PROJECTS 3 INCHES.  SEC 34 T 8S, R 15W.  NOTE-- THIS MARK
 BH0982'IS ALSO 8.4 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE EAST END OF
 BH0982'THE HIGHWAY BRIDGE OVER THE PEARL RIVER AT PEARLINGTON.
 BH0982
 BH0982                          STATION RECOVERY (1976)
 BH0982
 BH0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0982'RECOVERED IN GOOD CONDITION.
 BH0982
 BH0982                          STATION RECOVERY (1993)
 BH0982
 BH0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0982'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 BH0982'OF STATE HIGHWAY 43 IN WAVELAND, 35.1 M (115.2 FT) SOUTH OF THE
 BH0982'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 10.0 M (32.8 FT)
 BH0982'EAST OF AND LEVEL WITH THE CENTER OF A DIRT ROAD, 2.6 M (8.5 FT)
 BH0982'NORTH OF AN 18-INCH PINE TREE, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 BH0982'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 BH0982
 BH0982                          STATION RECOVERY (2005)
 BH0982
 BH0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0982'AT N 30 18 4.0 BY W 089 29 41.4
 BH0982' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0891 ***********************************************************************
 BH0891  DESIGNATION -  D 191
 BH0891  PID         -  BH0891
 BH0891  STATE/COUNTY-  MS/HARRISON
 BH0891  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0891
 BH0891                         *CURRENT SURVEY CONTROL
 BH0891  ___________________________________________________________________
 BH0891* NAD 83(1986)-  30 21 34.     (N)    089 07 27.     (W)     SCALED    
 BH0891* NAVD 88     -         7.648  (meters)      25.09   (feet)  ADJUSTED  
 BH0891  ___________________________________________________________________
 BH0891  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BH0891  DYNAMIC HT  -           7.638 (meters)      25.06  (feet)  COMP
 BH0891  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0891
 BH0891  VERT ORDER  -  FIRST     CLASS I
 BH0891
 BH0891.The horizontal coordinates were scaled from a topographic map and have
 BH0891.an estimated accuracy of +/- 6 seconds.
 BH0891
 BH0891.The orthometric height was determined by differential leveling
 BH0891.and adjusted in June 1991.
 BH0891
 BH0891.The geoid height was determined by GEOID03.
 BH0891
 BH0891.The dynamic height is computed by dividing the NAVD 88
 BH0891.geopotential number by the normal gravity value computed on the
 BH0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0891.degrees latitude (g = 980.6199 gals.).
 BH0891
 BH0891.The modeled gravity was interpolated from observed gravity values.
 BH0891
 BH0891;                    North         East    Units  Estimated Accuracy
 BH0891;SPC MS E     -    95,300.      272,040.      MT  (+/- 180 meters Scaled)
 BH0891
 BH0891                          SUPERSEDED SURVEY CONTROL
 BH0891
 BH0891  NGVD 29 (??/??/??)    7.609  (m)           24.96   (f) ADJUSTED    1 1
 BH0891
 BH0891.Superseded values are not recommended for survey control.
 BH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0891.See file dsdata.txt to determine how the superseded data were derived.
 BH0891
 BH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU958605(NAD 83)
 BH0891_MARKER: DB = BENCH MARK DISK
 BH0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0891_SP_SET: CULVERT
 BH0891_STAMPING: D 191 1955
 BH0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0891+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0891
 BH0891  HISTORY     - Date     Condition        Report By
 BH0891  HISTORY     - 1955     MONUMENTED       CGS
 BH0891  HISTORY     - 1968     GOOD             CGS
 BH0891  HISTORY     - 1976     GOOD             NGS
 BH0891  HISTORY     - 19880820 GOOD             USPSQD
 BH0891  HISTORY     - 20050803 GOOD             NGS
 BH0891
 BH0891                          STATION DESCRIPTION
 BH0891
 BH0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0891'1.65 MI E FROM LONG BEACH.
 BH0891'ABOUT 1.65 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0891'THE CROSSING OF JEFF DAVIS AVENUE AT LONG BEACH, ABOUT 1.9 MILES WEST
 BH0891'ALONG THE L AND N RR FROM THE UNION STATION AT GULFPORT, 147 YARDS
 BH0891'WEST OF THE CROSSING OF HARDY AVENUE, SET ON THE TOP OF THE WEST END
 BH0891'OF THE SOUTH CONCRETE HEAD WALL OF A 4 1/2 FOOT CONCRETE CULVERT UNDER
 BH0891'THE TRACK, 7.7 FEET SOUTH OF THE SOUTH RAIL AND 2 FEET BELOW THE LEVEL
 BH0891'OF THE TRACK.
 BH0891
 BH0891                          STATION RECOVERY (1976)
 BH0891
 BH0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0891'RECOVERED IN GOOD CONDITION.
 BH0891
 BH0891                          STATION RECOVERY (1988)
 BH0891
 BH0891'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0891'RECOVERED IN GOOD CONDITION.
 BH0891
 BH0891                          STATION RECOVERY (2005)
 BH0891
 BH0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0891'N302133.2 W0890731.5
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0358 ***********************************************************************
 BH0358  DESIGNATION -  D 192
 BH0358  PID         -  BH0358
 BH0358  STATE/COUNTY-  MS/JACKSON
 BH0358  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0358
 BH0358                         *CURRENT SURVEY CONTROL
 BH0358  ___________________________________________________________________
 BH0358* NAD 83(1986)-  30 24 10.     (N)    088 44 12.     (W)     SCALED    
 BH0358* NAVD 88     -         5.582  (meters)      18.31   (feet)  ADJUSTED  
 BH0358  ___________________________________________________________________
 BH0358  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0358  DYNAMIC HT  -           5.575 (meters)      18.29  (feet)  COMP
 BH0358  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH0358
 BH0358  VERT ORDER  -  FIRST     CLASS I
 BH0358
 BH0358.The horizontal coordinates were scaled from a topographic map and have
 BH0358.an estimated accuracy of +/- 6 seconds.
 BH0358
 BH0358.The orthometric height was determined by differential leveling
 BH0358.and adjusted in June 1991.
 BH0358
 BH0358.The geoid height was determined by GEOID03.
 BH0358
 BH0358.The dynamic height is computed by dividing the NAVD 88
 BH0358.geopotential number by the normal gravity value computed on the
 BH0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0358.degrees latitude (g = 980.6199 gals.).
 BH0358
 BH0358.The modeled gravity was interpolated from observed gravity values.
 BH0358
 BH0358;                    North         East    Units  Estimated Accuracy
 BH0358;SPC MS E     -   100,070.      309,290.      MT  (+/- 180 meters Scaled)
 BH0358
 BH0358                          SUPERSEDED SURVEY CONTROL
 BH0358
 BH0358  NGVD 29 (??/??/??)    5.542  (m)           18.18   (f) ADJUSTED    1 1
 BH0358
 BH0358.Superseded values are not recommended for survey control.
 BH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0358.See file dsdata.txt to determine how the superseded data were derived.
 BH0358
 BH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU331646(NAD 83)
 BH0358_MARKER: DB = BENCH MARK DISK
 BH0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0358_STAMPING: D 192 1955
 BH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0358+STABILITY: SURFACE MOTION
 BH0358
 BH0358  HISTORY     - Date     Condition        Report By
 BH0358  HISTORY     - 1955     MONUMENTED       CGS
 BH0358  HISTORY     - 1968     GOOD             CGS
 BH0358
 BH0358                          STATION DESCRIPTION
 BH0358
 BH0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0358'5.4 MI E FROM OCEAN SPRINGS.
 BH0358'5.4 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BH0358'STATION AT OCEAN SPRINGS, ABOUT 1.0 MILE WEST OF A BLACKTOP ROAD
 BH0358'CROSSING, 48.3 FEET NORTH OF THE NORTH RAIL, 29.5 FEET NORTHWEST OF
 BH0358'THE FIRST TELEPHONE POLE WEST OF THE CROSSING OF AN OLD WOODS ROAD,
 BH0358'1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, 3.0 FEET BELOW THE LEVEL
 BH0358'OF THE TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BH0358'FOOT ABOVE THE GROUND.  SEC 25 , T 7 S, R 8 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0008 ***********************************************************************
 EH0008  DESIGNATION -  D 193
 EH0008  PID         -  EH0008
 EH0008  STATE/COUNTY-  MS/DE SOTO
 EH0008  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0008
 EH0008                         *CURRENT SURVEY CONTROL
 EH0008  ___________________________________________________________________
 EH0008* NAD 83(1986)-  34 56 29.     (N)    090 09 59.     (W)     SCALED    
 EH0008* NAVD 88     -        63.781  (meters)     209.25   (feet)  ADJUSTED  
 EH0008  ___________________________________________________________________
 EH0008  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH0008  DYNAMIC HT  -          63.722 (meters)     209.06  (feet)  COMP
 EH0008  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 EH0008
 EH0008  VERT ORDER  -  FIRST     CLASS II
 EH0008
 EH0008.The horizontal coordinates were scaled from a topographic map and have
 EH0008.an estimated accuracy of +/- 6 seconds.
 EH0008
 EH0008.The orthometric height was determined by differential leveling
 EH0008.and adjusted in June 1991.
 EH0008
 EH0008.The geoid height was determined by GEOID03.
 EH0008
 EH0008.The dynamic height is computed by dividing the NAVD 88
 EH0008.geopotential number by the normal gravity value computed on the
 EH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0008.degrees latitude (g = 980.6199 gals.).
 EH0008
 EH0008.The modeled gravity was interpolated from observed gravity values.
 EH0008
 EH0008;                    North         East    Units  Estimated Accuracy
 EH0008;SPC MS W     -   603,380.      715,250.      MT  (+/- 180 meters Scaled)
 EH0008
 EH0008                          SUPERSEDED SURVEY CONTROL
 EH0008
 EH0008  NGVD 29 (??/??/??)   63.779  (m)          209.25   (f) ADJUSTED    1 2
 EH0008
 EH0008.Superseded values are not recommended for survey control.
 EH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0008.See file dsdata.txt to determine how the superseded data were derived.
 EH0008
 EH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU587702(NAD 83)
 EH0008_MARKER: DB = BENCH MARK DISK
 EH0008_SETTING: 0 = UNSPECIFIED SETTING
 EH0008_STAMPING: D 193 (1956)
 EH0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0008
 EH0008  HISTORY     - Date     Condition        Report By
 EH0008  HISTORY     - 1956     MONUMENTED       CGS
 EH0008  HISTORY     - 1966     GOOD             MSHD
 EH0008
 EH0008                          STATION DESCRIPTION
 EH0008
 EH0008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0008'1.4 MI SW FROM WALLS.
 EH0008'TO REACH FROM THE U.S. POST OFFICE IN WALLS GO SOUTH AND SOUTHWEST ON
 EH0008'U.S. HIGHWAY 61 FOR 1.95 MILES TO A CROSSROADS NEAR A SMALL AIRFIELD,
 EH0008'TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.65 MILE TO A T
 EH0008'INTERSECTION NEAR THE RAILROAD TRACK, TURN RIGHT (NORTHEAST) AND
 EH0008'CONTINUE ON A TRACK ROAD FOR 1.0 MILE TO THE MARK ON THE RIGHT AS
 EH0008'DESCRIBED.  IT IS 81 FEET WEST-SOUTHWEST OF POLE NO. 802, 66 FEET
 EH0008'NORTHWEST OF THE NORTHWEST RAIL, 57.5 FEET NORTH-NORTHEAST OF POLE NO.
 EH0008'803, AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0032 ***********************************************************************
 EH0032  DESIGNATION -  D 194
 EH0032  PID         -  EH0032
 EH0032  STATE/COUNTY-  MS/TUNICA
 EH0032  USGS QUAD   -  BANKS (1982)
 EH0032
 EH0032                         *CURRENT SURVEY CONTROL
 EH0032  ___________________________________________________________________
 EH0032* NAD 83(1986)-  34 46 13.     (N)    090 14 38.     (W)     SCALED    
 EH0032* NAVD 88     -        59.427  (meters)     194.97   (feet)  ADJUSTED  
 EH0032  ___________________________________________________________________
 EH0032  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0032  DYNAMIC HT  -          59.370 (meters)     194.78  (feet)  COMP
 EH0032  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 EH0032
 EH0032  VERT ORDER  -  FIRST     CLASS II
 EH0032
 EH0032.The horizontal coordinates were scaled from a topographic map and have
 EH0032.an estimated accuracy of +/- 6 seconds.
 EH0032
 EH0032.The orthometric height was determined by differential leveling
 EH0032.and adjusted in June 1991.
 EH0032
 EH0032.The geoid height was determined by GEOID03.
 EH0032
 EH0032.The dynamic height is computed by dividing the NAVD 88
 EH0032.geopotential number by the normal gravity value computed on the
 EH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0032.degrees latitude (g = 980.6199 gals.).
 EH0032
 EH0032.The modeled gravity was interpolated from observed gravity values.
 EH0032
 EH0032;                    North         East    Units  Estimated Accuracy
 EH0032;SPC MS W     -   584,390.      708,190.      MT  (+/- 180 meters Scaled)
 EH0032
 EH0032                          SUPERSEDED SURVEY CONTROL
 EH0032
 EH0032  NGVD 29 (??/??/??)   59.444  (m)          195.03   (f) ADJUSTED    1 2
 EH0032
 EH0032.Superseded values are not recommended for survey control.
 EH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0032.See file dsdata.txt to determine how the superseded data were derived.
 EH0032
 EH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU522510(NAD 83)
 EH0032_MARKER: DB = BENCH MARK DISK
 EH0032_SETTING: 0 = UNSPECIFIED SETTING
 EH0032_STAMPING: D 194 1956
 EH0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0032
 EH0032  HISTORY     - Date     Condition        Report By
 EH0032  HISTORY     - 1956     MONUMENTED       CGS
 EH0032  HISTORY     - 1966     GOOD             MSHD
 EH0032  HISTORY     - 20030529 MARK NOT FOUND   USACE
 EH0032
 EH0032                          STATION DESCRIPTION
 EH0032
 EH0032'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0032'3.9 MI S FROM BANKS.
 EH0032'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO NORTH ON A CONCRETE
 EH0032'STREET FOR 0.2 MILE TO MISSISSIPPI HIGHWAY 4 ON THE RIGHT (EAST) AND
 EH0032'CONTINUE ON HIGHWAY 4 FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 EH0032'61, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 61 FOR 6.5 MILES TO A
 EH0032'CROSSROADS, TURN RIGHT (EAST) AND CONTINUE ON A BLACKTOP ROAD FOR 5.55
 EH0032'MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 3, CONTINUE (EAST) ON
 EH0032'AN ALL-WEATHER ROAD FOR 0.15 MILE TO A SIDE ROAD PARALLELING THE WEST
 EH0032'SIDE OF THE TRACK, AND THE MARK ON THE LEFT AS DESCRIBED. IT IS 153
 EH0032'FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE GRAVEL ROAD AND
 EH0032'THE RAILROAD TRACK, 115 FEET WEST OF THE WEST RAIL, 93 FEET NORTH OF
 EH0032'THE CENTER OF A GRAVEL ROAD, 57 FEET WEST OF THE CENTER OF A GRAVEL
 EH0032'ROAD, 17 FEET SOUTH OF AN 18 INCH CATALPA TREE, AND 1.8 FEET NORTH OF
 EH0032'A METAL WITNESS POST.
 EH0032
 EH0032                          STATION RECOVERY (2003)
 EH0032
 EH0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0463 ***********************************************************************
 EH0463  DESIGNATION -  D 195
 EH0463  PID         -  EH0463
 EH0463  STATE/COUNTY-  MS/COAHOMA
 EH0463  USGS QUAD   -  MOON LAKE (1964)
 EH0463
 EH0463                         *CURRENT SURVEY CONTROL
 EH0463  ___________________________________________________________________
 EH0463* NAD 83(1986)-  34 29 44.     (N)    090 32 58.     (W)     SCALED    
 EH0463* NAVD 88     -        55.752  (meters)     182.91   (feet)  ADJUSTED  
 EH0463  ___________________________________________________________________
 EH0463  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0463  DYNAMIC HT  -          55.698 (meters)     182.74  (feet)  COMP
 EH0463  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EH0463
 EH0463  VERT ORDER  -  FIRST     CLASS II
 EH0463
 EH0463.The horizontal coordinates were scaled from a topographic map and have
 EH0463.an estimated accuracy of +/- 6 seconds.
 EH0463
 EH0463.The orthometric height was determined by differential leveling
 EH0463.and adjusted in June 1991.
 EH0463
 EH0463.The geoid height was determined by GEOID03.
 EH0463
 EH0463.The dynamic height is computed by dividing the NAVD 88
 EH0463.geopotential number by the normal gravity value computed on the
 EH0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0463.degrees latitude (g = 980.6199 gals.).
 EH0463
 EH0463.The modeled gravity was interpolated from observed gravity values.
 EH0463
 EH0463;                    North         East    Units  Estimated Accuracy
 EH0463;SPC MS W     -   553,940.      680,150.      MT  (+/- 180 meters Scaled)
 EH0463
 EH0463                          SUPERSEDED SURVEY CONTROL
 EH0463
 EH0463  NGVD 29 (??/??/??)   55.792  (m)          183.04   (f) ADJUSTED    1 2
 EH0463
 EH0463.Superseded values are not recommended for survey control.
 EH0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0463.See file dsdata.txt to determine how the superseded data were derived.
 EH0463
 EH0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU250198(NAD 83)
 EH0463_MARKER: DB = BENCH MARK DISK
 EH0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0463_STAMPING: D 195 1956
 EH0463_MARK LOGO: CGS   
 EH0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0463+STABILITY: SURFACE MOTION
 EH0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0463+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH0463
 EH0463  HISTORY     - Date     Condition        Report By
 EH0463  HISTORY     - 1956     MONUMENTED       CGS
 EH0463  HISTORY     - 1973     GOOD             MSHD
 EH0463  HISTORY     - 1985     GOOD             NGS
 EH0463  HISTORY     - 20030610 GOOD             USACE
 EH0463
 EH0463                          STATION DESCRIPTION
 EH0463
 EH0463'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0463'10 MI NE FROM FRIARS POINT.
 EH0463'THE MARK IS LOCATED 10 MILES NE OF FRIARS POINT IN THE NE ANGLE OF THE
 EH0463'CROSSING OF THE MISSISSIPPI RIVER LEVEE WITH A GRAVELED ROAD, 5 MILES
 EH0463'NW OF LULA, 2.2 MILES EAST OF THE CENTER OF THE U.S. HIGHWAY 49 BRIDGE
 EH0463'ACROSS THE MISSISSIPPI RIVER IN THE SE 1/4 OF THE SW 1/4 OF SECTION 6,
 EH0463'T 30 N, R 3W.  IT IS 364 FEET EAST OF THE CENTER OF THE TOP OF THE
 EH0463'LEVEE AT CENTER OF GRAVELED ROAD CROSSING, 18 FEET NORTH OF THE CENTER
 EH0463'OF A GRAVELED ROAD, 23 FEET EAST OF THE CENTER OF A GATE, 1 FOOT SOUTH
 EH0463'OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12
 EH0463'INCH CONCRETE CYLINDER ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IS
 EH0463'FLUSH WITH THE GROUND.  TO REACH FROM THE INTERSECTION OF THE
 EH0463'MISSISSIPPI RIVER LEVEE AND U.S. HIGHWAY 49 ABOUT 2 MILES EAST OF THE
 EH0463'TOLL BRIDGE OVER THE MISSISSIPPI RIVER GO NORTH ON THE LEVEE FOR 0.5
 EH0463'MILE TO A ROAD CROSSING AND THE MARK ON THE RIGHT.
 EH0463
 EH0463                          STATION RECOVERY (1985)
 EH0463
 EH0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0463'RECOVERED IN GOOD CONDITION.
 EH0463
 EH0463                          STATION RECOVERY (2003)
 EH0463
 EH0463'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0514 ***********************************************************************
 EH0514  DESIGNATION -  D 196
 EH0514  PID         -  EH0514
 EH0514  STATE/COUNTY-  MS/COAHOMA
 EH0514  USGS QUAD   -  COAHOMA (1964)
 EH0514
 EH0514                         *CURRENT SURVEY CONTROL
 EH0514  ___________________________________________________________________
 EH0514* NAD 83(1986)-  34 22 06.     (N)    090 37 12.     (W)     SCALED    
 EH0514* NAVD 88     -        53.507  (meters)     175.55   (feet)  ADJUSTED  
 EH0514  ___________________________________________________________________
 EH0514  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0514  DYNAMIC HT  -          53.455 (meters)     175.38  (feet)  COMP
 EH0514  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 EH0514
 EH0514  VERT ORDER  -  FIRST     CLASS II
 EH0514
 EH0514.The horizontal coordinates were scaled from a topographic map and have
 EH0514.an estimated accuracy of +/- 6 seconds.
 EH0514
 EH0514.The orthometric height was determined by differential leveling
 EH0514.and adjusted in June 1991.
 EH0514
 EH0514.The geoid height was determined by GEOID03.
 EH0514
 EH0514.The dynamic height is computed by dividing the NAVD 88
 EH0514.geopotential number by the normal gravity value computed on the
 EH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0514.degrees latitude (g = 980.6199 gals.).
 EH0514
 EH0514.The modeled gravity was interpolated from observed gravity values.
 EH0514
 EH0514;                    North         East    Units  Estimated Accuracy
 EH0514;SPC MS W     -   539,840.      673,630.      MT  (+/- 180 meters Scaled)
 EH0514
 EH0514                          SUPERSEDED SURVEY CONTROL
 EH0514
 EH0514  NGVD 29 (??/??/??)   53.563  (m)          175.73   (f) ADJUSTED    1 2
 EH0514
 EH0514.Superseded values are not recommended for survey control.
 EH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0514.See file dsdata.txt to determine how the superseded data were derived.
 EH0514
 EH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU188055(NAD 83)
 EH0514_MARKER: DB = BENCH MARK DISK
 EH0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0514+STABILITY: SURFACE MOTION
 EH0514
 EH0514  HISTORY     - Date     Condition        Report By
 EH0514  HISTORY     - 1956     MONUMENTED       CGS
 EH0514  HISTORY     - 1973     MARK NOT FOUND   MSHD
 EH0514  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0514
 EH0514                          STATION DESCRIPTION
 EH0514
 EH0514'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0514'0.75 MI E FROM FRIARS POINT.
 EH0514'THE MARK IS LOCATED ABOUT 0.75 MILE NE AND EAST ALONG THE ICRR FROM
 EH0514'THE STATION AT FRIARS POINT, ABOUT 0.4 MILE WEST OF MILE POST M 69, 17
 EH0514'FEET NORTH OF NORTH RAIL, 55 FEET ENE OF CENTER OF CROSSING OF A
 EH0514'PRIVATE FIELD ROAD, 51 FEET EAST OF CENTER LINE OF NORTH-SOUTH FIELD
 EH0514'ROAD, 101 FEET EAST AND ACROSS FIELD ROAD FROM THE NORTH END OF A 30
 EH0514'INCH IRON PIPE CULVERT UNDER TRACK, 2 FEET EAST OF THE FIRST TELEPHONE
 EH0514'POLE EAST OF CROSSING ABOUT 2 1/2 FEET BELOW THE LEVEL OF TRACK AND
 EH0514'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- THE
 EH0514'RAILROAD TRACK MENTIONED IN THE PREVIOUS DESCRIPTION NO LONGER EXISTS.
 EH0514'THE RAILS HAVE BEEN TAKEN UP AND THE BED HAS BEEN WIDENED INTO A
 EH0514'ROAD.  THE MARK COULD HAVE BEEN DESTROYED WHEN THE RAILROAD BED WAS
 EH0514'WIDEN INTO A ROAD.
 EH0514
 EH0514                          STATION RECOVERY (1974)
 EH0514
 EH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0635 ***********************************************************************
 EH0635  DESIGNATION -  D 197
 EH0635  PID         -  EH0635
 EH0635  STATE/COUNTY-  MS/COAHOMA
 EH0635  USGS QUAD   -  DUNCAN (1967)
 EH0635
 EH0635                         *CURRENT SURVEY CONTROL
 EH0635  ___________________________________________________________________
 EH0635* NAD 83(1986)-  34 07 10.     (N)    090 44 57.     (W)     SCALED    
 EH0635* NAVD 88     -        47.678  (meters)     156.42   (feet)  ADJUSTED  
 EH0635  ___________________________________________________________________
 EH0635  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0635  DYNAMIC HT  -          47.631 (meters)     156.27  (feet)  COMP
 EH0635  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EH0635
 EH0635  VERT ORDER  -  FIRST     CLASS II
 EH0635
 EH0635.The horizontal coordinates were scaled from a topographic map and have
 EH0635.an estimated accuracy of +/- 6 seconds.
 EH0635
 EH0635.The orthometric height was determined by differential leveling
 EH0635.and adjusted in December 2005.
 EH0635.No vertical observational check was made to the station.
 EH0635
 EH0635.The geoid height was determined by GEOID03.
 EH0635
 EH0635.The dynamic height is computed by dividing the NAVD 88
 EH0635.geopotential number by the normal gravity value computed on the
 EH0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0635.degrees latitude (g = 980.6199 gals.).
 EH0635
 EH0635.The modeled gravity was interpolated from observed gravity values.
 EH0635
 EH0635;                    North         East    Units  Estimated Accuracy
 EH0635;SPC MS W     -   512,270.      661,640.      MT  (+/- 180 meters Scaled)
 EH0635
 EH0635                          SUPERSEDED SURVEY CONTROL
 EH0635
 EH0635  NAVD 88 (06/15/91)   47.661  (m)          156.37   (f) UNKNOWN     2 0
 EH0635  NGVD 29 (??/??/??)   47.725  (m)          156.58   (f) ADJUSTED    2 0
 EH0635
 EH0635.Superseded values are not recommended for survey control.
 EH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0635.See file dsdata.txt to determine how the superseded data were derived.
 EH0635
 EH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT075776(NAD 83)
 EH0635_MARKER: DB = BENCH MARK DISK
 EH0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0635_STAMPING: D 197 1957
 EH0635_MARK LOGO: CGS   
 EH0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0635+STABILITY: SURFACE MOTION
 EH0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0635+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 EH0635
 EH0635  HISTORY     - Date     Condition        Report By
 EH0635  HISTORY     - 1957     MONUMENTED       CGS
 EH0635  HISTORY     - 1974     GOOD             NGS
 EH0635  HISTORY     - 20030611 GOOD             USACE
 EH0635  HISTORY     - 20050518 GOOD             NGS
 EH0635
 EH0635                          STATION DESCRIPTION
 EH0635
 EH0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0635'2.80 MI SE FROM RENA LARA.
 EH0635'ABOUT 2.80 MILES SOUTHEAST ALONG A PAVED AND GRAVEL ROAD FROM THE
 EH0635'BAPTIST CHURCH AT RENA LARA, AT THE JUNCTION OF A GRAVEL ROAD, 29.7
 EH0635'FEET NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 20.7 FEET NORTH
 EH0635'OF THE CENTER LINE OF THE GRAVEL ROAD, 3.4 FEET WEST OF A POWER POLE
 EH0635'43-42, 0.9 FOOT NORTH OF A METAL WITNESS POST, 0.5 FOOT BELOW LEVEL OF
 EH0635'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. 1/4,
 EH0635'SEC 18, T 26N, R 5W.
 EH0635
 EH0635                          STATION RECOVERY (2003)
 EH0635
 EH0635'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0635'RECOVERED IN GOOD CONDITION.
 EH0635
 EH0635                          STATION RECOVERY (2005)
 EH0635
 EH0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 EH0635'4.7 KM (2.92 MI) SOUTHEASTERLY ALONG ALLIGATOR-RENA LARA ROAD FROM THE
 EH0635'POST OFFICE AT RENA LARA, 8.7 M (28.5 FT) NORTHEAST OF THE CENTER OF
 EH0635'THE ROAD, 6.7 M (22.0 FT) NORTH OF THE CENTER OF COUNTY LINE ROAD, 2.1
 EH0635'M (6.9 FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER PED, 1.2
 EH0635'M (3.9 FT) WEST OF A WITNESS POST AND A UTILITY POLE, 0.2 M (0.7 FT)
 EH0635'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 EH0635'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE ROAD
 EH0635'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0748 ***********************************************************************
 DK0748  DESIGNATION -  D 198
 DK0748  PID         -  DK0748
 DK0748  STATE/COUNTY-  MS/SUNFLOWER
 DK0748  USGS QUAD   -  RULEVILLE (1966)
 DK0748
 DK0748                         *CURRENT SURVEY CONTROL
 DK0748  ___________________________________________________________________
 DK0748* NAD 83(2007)-  33 43 40.19212(N)    090 35 39.99356(W)     ADJUSTED  
 DK0748* NAVD 88     -        43.756  (meters)     143.56   (feet)  ADJUSTED  
 DK0748  ___________________________________________________________________
 DK0748  EPOCH DATE  -        2002.00
 DK0748  X           -     -55,091.147 (meters)                     COMP
 DK0748  Y           -  -5,309,808.981 (meters)                     COMP
 DK0748  Z           -   3,521,388.464 (meters)                     COMP
 DK0748  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DK0748  ELLIP HEIGHT-          17.426 (meters)          (02/15/08) ADJUSTED
 DK0748  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0748  DYNAMIC HT  -          43.711 (meters)     143.41  (feet)  COMP
 DK0748  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 DK0748
 DK0748  HORZ ORDER  -  FIRST
 DK0748  VERT ORDER  -  SECOND    CLASS 0
 DK0748  ELLP ORDER  -  FOURTH    CLASS II
 DK0748
 DK0748.The horizontal coordinates were established by GPS observations
 DK0748.and adjusted by the EMC INCORPORATED in February 2008.
 DK0748
 DK0748.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0748.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0748.The horizontal coordinates are valid at the epoch date displayed above.
 DK0748.The epoch date for horizontal control is a decimal equivalence
 DK0748.of Year/Month/Day.
 DK0748
 DK0748.The orthometric height was determined by differential leveling
 DK0748.and adjusted in June 1991.
 DK0748
 DK0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0748
 DK0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0748
 DK0748.The ellipsoidal height was determined by GPS observations
 DK0748.and is referenced to NAD 83.
 DK0748
 DK0748.The geoid height was determined by GEOID03.
 DK0748
 DK0748.The dynamic height is computed by dividing the NAVD 88
 DK0748.geopotential number by the normal gravity value computed on the
 DK0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0748.degrees latitude (g = 980.6199 gals.).
 DK0748
 DK0748.The modeled gravity was interpolated from observed gravity values.
 DK0748
 DK0748;                    North         East     Units Scale Factor Converg.
 DK0748;SPC MS W     -   468,790.391   675,801.987   MT  0.99995722   -0 08 41.9
 DK0748;SPC MS W     - 1,538,023.14  2,217,193.69   sFT  0.99995722   -0 08 41.9
 DK0748;UTM  15      - 3,734,577.908   722,879.296   MT  1.00021244   +1 20 10.4
 DK0748
 DK0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0748!SPC MS W     -   0.99999726  x   0.99995722  =   0.99995448
 DK0748!UTM  15      -   0.99999726  x   1.00021244  =   1.00020970
 DK0748
 DK0748                          SUPERSEDED SURVEY CONTROL
 DK0748
 DK0748  NAVD 88 (02/15/08)   43.76   (m)          143.6    (f) LEVELING    3  
 DK0748  NGVD 29 (??/??/??)   43.862  (m)          143.90   (f) ADJUSTED    2 0
 DK0748
 DK0748.Superseded values are not recommended for survey control.
 DK0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0748.See file dsdata.txt to determine how the superseded data were derived.
 DK0748
 DK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2287934578(NAD 83)
 DK0748_MARKER: DB = BENCH MARK DISK
 DK0748_SETTING: 0 = UNSPECIFIED SETTING
 DK0748_STAMPING: D 198 1957
 DK0748_MARK LOGO: NONE  
 DK0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0748+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2007
 DK0748
 DK0748  HISTORY     - Date     Condition        Report By
 DK0748  HISTORY     - 1957     MONUMENTED       CGS
 DK0748  HISTORY     - 1967     GOOD             MSHD
 DK0748  HISTORY     - 1970     GOOD             NGS
 DK0748  HISTORY     - 20000323 GOOD             NGS
 DK0748  HISTORY     - 20070207 GOOD             NGS
 DK0748
 DK0748                          STATION DESCRIPTION
 DK0748
 DK0748'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0748'2.7 MI W FROM RULEVILLE.
 DK0748'THE MARK IS LOCATED IN THE NORTH END OF THE WEST ABUTMENT OF THE
 DK0748'BRIDGE OVER SUNFLOWER RIVER, APPROXIMATELY 2.8 MILES WEST OF THE
 DK0748'INTERSECTION OF MISSISSIPPI HIGHWAY 8 AND U.S. HIGHWAY 49W IN
 DK0748'RULEVILLE AND IS IN THE SOUTHEAST 1/4 OF SECTION 34, T 22N, R 4W.  IT
 DK0748'IS 15.5 FEET NORTH OF THE CENTER OF HIGHWAY 8.  TO REACH FROM THE U.S.
 DK0748'POST OFFICE IN RULEVILLE GO NORTH ON RUBY AVENUE FOR 0.45 MILE TO THE
 DK0748'INTERSECTION OF MISSISSIPPI HIGHWAY 8.  TURN LEFT (WEST) AND CONTINUE
 DK0748'ON MISSISSIPPI HIGHWAY 8 FOR 2.7 MILES TO THE WEST END OF THE BRIDGE
 DK0748'OVER SUNFLOWER RIVER AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0748
 DK0748                          STATION RECOVERY (1970)
 DK0748
 DK0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DK0748'RECOVERED IN GOOD CONDITION.
 DK0748
 DK0748                          STATION RECOVERY (2000)
 DK0748
 DK0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0748'RECOVERED IN GOOD CONDITION.
 DK0748
 DK0748                          STATION RECOVERY (2007)
 DK0748
 DK0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (MDG)
 DK0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0680 ***********************************************************************
 DK0680  DESIGNATION -  D 199
 DK0680  PID         -  DK0680
 DK0680  STATE/COUNTY-  MS/BOLIVAR
 DK0680  USGS QUAD   -  MERIGOLD (1966)
 DK0680
 DK0680                         *CURRENT SURVEY CONTROL
 DK0680  ___________________________________________________________________
 DK0680* NAD 83(1986)-  33 50 15.     (N)    090 43 33.     (W)     SCALED    
 DK0680* NAVD 88     -        42.925  (meters)     140.83   (feet)  ADJUSTED  
 DK0680  ___________________________________________________________________
 DK0680  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0680  DYNAMIC HT  -          42.882 (meters)     140.69  (feet)  COMP
 DK0680  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 DK0680
 DK0680  VERT ORDER  -  SECOND    CLASS 0
 DK0680
 DK0680.The horizontal coordinates were scaled from a topographic map and have
 DK0680.an estimated accuracy of +/- 6 seconds.
 DK0680
 DK0680.The orthometric height was determined by differential leveling
 DK0680.and adjusted in June 1991.
 DK0680.WARNING-Repeat measurements at this control monument indicate possible
 DK0680.vertical movement.
 DK0680
 DK0680.The geoid height was determined by GEOID03.
 DK0680
 DK0680.The dynamic height is computed by dividing the NAVD 88
 DK0680.geopotential number by the normal gravity value computed on the
 DK0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0680.degrees latitude (g = 980.6199 gals.).
 DK0680
 DK0680.The modeled gravity was interpolated from observed gravity values.
 DK0680
 DK0680;                    North         East    Units  Estimated Accuracy
 DK0680;SPC MS W     -   480,990.      663,670.      MT  (+/- 180 meters Scaled)
 DK0680
 DK0680                          SUPERSEDED SURVEY CONTROL
 DK0680
 DK0680  NGVD 29 (??/??/??)   43.030  (m)          141.17   (f) ADJUSTED    2 0
 DK0680
 DK0680.Superseded values are not recommended for survey control.
 DK0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0680.See file dsdata.txt to determine how the superseded data were derived.
 DK0680
 DK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT104464(NAD 83)
 DK0680_MARKER: DB = BENCH MARK DISK
 DK0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0680_SP_SET: BRIDGE
 DK0680_STAMPING: D 199 1957
 DK0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0680
 DK0680  HISTORY     - Date     Condition        Report By
 DK0680  HISTORY     - 1957     MONUMENTED       CGS
 DK0680  HISTORY     - 1972     GOOD             MSHD
 DK0680
 DK0680                          STATION DESCRIPTION
 DK0680
 DK0680'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0680'IN MERIGOLD.
 DK0680'THE MARK IS LOCATED 180 PACES SOUTH OF THE CENTER OF THE MAIN
 DK0680'EAST-WEST STREET THROUGH MERIGOLD, 234 PACES SOUTH OF MILEPOST 107 IN
 DK0680'THE BASE OF THE NORTH END OF THE WEST RAILING OF A CONCRETE BRIDGE
 DK0680'OVER JONES BAYOU.  IT IS 58.5 FEET EAST OF THE EAST RAIL, 20.5 FEET
 DK0680'WEST OF THE CENTER OF THE CONCRETE STREET, 152 FEET SOUTH OF THE
 DK0680'PROJECTED CENTER OF A CONCRETE STREET LEADING EAST, 61 FEET
 DK0680'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK STORE BUILDING, 56.5
 DK0680'FEET WEST-NORTHWEST OF A POLE WITH A LAMP ON IT, 40 FEET
 DK0680'EAST-NORTHEAST OF A TELEPHONE POLE, 91.5 FEET NORTH OF A POWER POLE,
 DK0680'53 FEET SOUTH OF ANOTHER POWER POLE, 2 FEET SOUTH-SOUTHEAST OF A METAL
 DK0680'WITNESS POST SET IN A DRILL HOLE IN THE BASE OF THE NORTH END OF THE
 DK0680'WEST RAILING OF A CONCRETE BRIDGE AND IS ABOUT 5 INCHES ABOVE THE
 DK0680'LEVEL OF THE STREET.  TO REACH FROM THE U.S. POST OFFICE ON THE WEST
 DK0680'SIDE OF U.S. HIGHWAY 61 IN MERIGOLD GO WEST ON A CONCRETE STREET FOR
 DK0680'ABOUT 100 YARDS TO A CROSS STREET ON THE EAST SIDE OF THE ILLINOIS
 DK0680'CENTRAL RAILROAD TRACK.  TURN LEFT AND GO SOUTH ON A CONCRETE STREET
 DK0680'FOR 180 YARDS TO THE BRIDGE AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0429 ***********************************************************************
 CO0429  DESIGNATION -  D 2
 CO0429  PID         -  CO0429
 CO0429  STATE/COUNTY-  MS/CLARKE
 CO0429  USGS QUAD   -  QUITMAN (1983)
 CO0429
 CO0429                         *CURRENT SURVEY CONTROL
 CO0429  ___________________________________________________________________
 CO0429* NAD 83(1986)-  32 02 21.     (N)    088 43 47.     (W)     SCALED    
 CO0429* NAVD 88     -        70.181  (meters)     230.25   (feet)  ADJUSTED  
 CO0429  ___________________________________________________________________
 CO0429  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CO0429  DYNAMIC HT  -          70.098 (meters)     229.98  (feet)  COMP
 CO0429  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 CO0429
 CO0429  VERT ORDER  -  FIRST     CLASS II
 CO0429
 CO0429.The horizontal coordinates were scaled from a topographic map and have
 CO0429.an estimated accuracy of +/- 6 seconds.
 CO0429
 CO0429.The orthometric height was determined by differential leveling
 CO0429.and adjusted in June 1991.
 CO0429
 CO0429.The geoid height was determined by GEOID03.
 CO0429
 CO0429.The dynamic height is computed by dividing the NAVD 88
 CO0429.geopotential number by the normal gravity value computed on the
 CO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0429.degrees latitude (g = 980.6199 gals.).
 CO0429
 CO0429.The modeled gravity was interpolated from observed gravity values.
 CO0429
 CO0429;                    North         East    Units  Estimated Accuracy
 CO0429;SPC MS E     -   281,500.      309,790.      MT  (+/- 180 meters Scaled)
 CO0429
 CO0429                          SUPERSEDED SURVEY CONTROL
 CO0429
 CO0429  NGVD 29 (??/??/92)   70.189  (m)          230.28   (f) ADJ UNCH    1 2
 CO0429
 CO0429.Superseded values are not recommended for survey control.
 CO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0429.See file dsdata.txt to determine how the superseded data were derived.
 CO0429
 CO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA366460(NAD 83)
 CO0429_MARKER: Q = CHISELED SQUARE
 CO0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0429_STAMPING: USBM
 CO0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0429+STABILITY: SURFACE MOTION
 CO0429
 CO0429  HISTORY     - Date     Condition        Report By
 CO0429  HISTORY     - UNK      MONUMENTED       CGS
 CO0429  HISTORY     - 1935     GOOD             NGS
 CO0429  HISTORY     - 1965     MARK NOT FOUND   NGS
 CO0429  HISTORY     - 20080324 MARK NOT FOUND   MSHD
 CO0429
 CO0429                          STATION DESCRIPTION
 CO0429
 CO0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0429'IN QUITMAN.
 CO0429'AT QUITMAN, CLARKE COUNTY, ON THE EAST SIDE OF RAILROAD AVENUE, 185
 CO0429'FEET SOUTH OF THE CENTERLINE OF MISSISSIPPI STREET, AT THE SITE OF DR.
 CO0429'JERE. SANDERS HOTEL, IN THE FRONT YARD, AT THE NORTH SIDE OF THE GATE,
 CO0429'AND JUST INSIDE THE FENCE.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY
 CO0429'THE LETTERS USBM AND CUT IN THE TOP OF A STONE POST.
 CO0429
 CO0429                          STATION RECOVERY (1965)
 CO0429
 CO0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CO0429'MARK NOT FOUND.
 CO0429
 CO0429                          STATION RECOVERY (2008)
 CO0429
 CO0429'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 CO0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0031 ***********************************************************************
 EG0031  DESIGNATION -  D 2 16 USE
 EG0031  PID         -  EG0031
 EG0031  STATE/COUNTY-  MS/TISHOMINGO
 EG0031  USGS QUAD   -  IUKA (1984)
 EG0031
 EG0031                         *CURRENT SURVEY CONTROL
 EG0031  ___________________________________________________________________
 EG0031* NAD 83(1986)-  34 48 33.     (N)    088 11 33.     (W)     SCALED    
 EG0031* NAVD 88     -       172.259  (meters)     565.15   (feet)  ADJUSTED  
 EG0031  ___________________________________________________________________
 EG0031  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0031  DYNAMIC HT  -         172.095 (meters)     564.62  (feet)  COMP
 EG0031  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG0031
 EG0031  VERT ORDER  -  FIRST     CLASS II
 EG0031
 EG0031.The horizontal coordinates were scaled from a topographic map and have
 EG0031.an estimated accuracy of +/- 6 seconds.
 EG0031
 EG0031.The orthometric height was determined by differential leveling
 EG0031.and adjusted in June 1991.
 EG0031
 EG0031.The geoid height was determined by GEOID03.
 EG0031
 EG0031.The dynamic height is computed by dividing the NAVD 88
 EG0031.geopotential number by the normal gravity value computed on the
 EG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0031.degrees latitude (g = 980.6199 gals.).
 EG0031
 EG0031.The modeled gravity was interpolated from observed gravity values.
 EG0031
 EG0031;                    North         East    Units  Estimated Accuracy
 EG0031;SPC MS E     -   588,890.      358,630.      MT  (+/- 180 meters Scaled)
 EG0031
 EG0031                          SUPERSEDED SURVEY CONTROL
 EG0031
 EG0031  NGVD 29 (??/??/92)  172.256  (m)          565.14   (f) ADJ UNCH    1 2
 EG0031
 EG0031.Superseded values are not recommended for survey control.
 EG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0031.See file dsdata.txt to determine how the superseded data were derived.
 EG0031
 EG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD909525(NAD 83)
 EG0031_MARKER: DD = SURVEY DISK
 EG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0031_STAMPING: TD 2-16
 EG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0031+STABILITY: SURFACE MOTION
 EG0031
 EG0031  HISTORY     - Date     Condition        Report By
 EG0031  HISTORY     - UNK      MONUMENTED       DOD
 EG0031  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0031  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0031
 EG0031                          STATION DESCRIPTION
 EG0031
 EG0031'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0031'IN IUKA.
 EG0031'AT IUKA, TISHOMINGO COUNTY, ON U. S. HIGHWAY 72, ABOUT 800 FEET WEST
 EG0031'OF THE COURTHOUSE, AT A STREET INTERSECTION, 35 FEET WEST OF THE
 EG0031'CENTERLINE OF THE STREET, 20 FEET SOUTH OF THE CENTERLINE OF THE
 EG0031'HIGHWAY, AND 2.5 FEET SOUTH OF THE SOUTH EDGE OF THE EAST AND WEST
 EG0031'SIDEWALK.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD DISK, STAMPED TD
 EG0031'2-16 AND SET IN THE TOP OF A CONCRETE POST.
 EG0031
 EG0031                          STATION RECOVERY (1982)
 EG0031
 EG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0031'NOT RECOVERED, PROBABLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1140 ***********************************************************************
 BW1140  DESIGNATION -  D 20
 BW1140  PID         -  BW1140
 BW1140  STATE/COUNTY-  MS/WILKINSON
 BW1140  USGS QUAD   -  WOODVILLE (1988)
 BW1140
 BW1140                         *CURRENT SURVEY CONTROL
 BW1140  ___________________________________________________________________
 BW1140* NAD 83(1986)-  31 05 18.     (N)    091 15 40.     (W)     SCALED    
 BW1140* NAVD 88     -       108.96   (+/-2cm)     357.5    (feet)  VERTCON   
 BW1140  ___________________________________________________________________
 BW1140  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1140
 BW1140.The horizontal coordinates were scaled from a topographic map and have
 BW1140.an estimated accuracy of +/- 6 seconds.
 BW1140
 BW1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1140.The vertical order pertains to the NGVD 29 superseded value.
 BW1140
 BW1140.The geoid height was determined by GEOID03.
 BW1140
 BW1140;                    North         East    Units  Estimated Accuracy
 BW1140;SPC MS W     -   176,440.      611,480.      MT  (+/- 180 meters Scaled)
 BW1140
 BW1140                          SUPERSEDED SURVEY CONTROL
 BW1140
 BW1140  NGVD 29 (??/??/92)  108.93   (m)          357.4    (f) COMPUTED    2 0
 BW1140
 BW1140.Superseded values are not recommended for survey control.
 BW1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1140.See file dsdata.txt to determine how the superseded data were derived.
 BW1140
 BW1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ658406(NAD 83)
 BW1140_MARKER: DB = BENCH MARK DISK
 BW1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1140_SP_SET: WALL
 BW1140_STAMPING: D-20 1934
 BW1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1140
 BW1140  HISTORY     - Date     Condition        Report By
 BW1140  HISTORY     - 1934     MONUMENTED       CGS
 BW1140
 BW1140                          STATION DESCRIPTION
 BW1140
 BW1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BW1140'2.5 MI E FROM WOODVILLE.
 BW1140'ALONG THE STATE HIGHWAY NO. 24 AT 4 FOOT CONCRETE BOX CULVERT.  SET IN
 BW1140'EAST END OF SOUTH CONCRETE FOOTWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1141 ***********************************************************************
 BW1141  DESIGNATION -  D 20 RESET 1939
 BW1141  PID         -  BW1141
 BW1141  STATE/COUNTY-  MS/WILKINSON
 BW1141  USGS QUAD   -  WOODVILLE (1988)
 BW1141
 BW1141                         *CURRENT SURVEY CONTROL
 BW1141  ___________________________________________________________________
 BW1141* NAD 83(1986)-  31 05 18.     (N)    091 15 40.     (W)     SCALED    
 BW1141* NAVD 88     -       107.31   (+/-2cm)     352.1    (feet)  VERTCON   
 BW1141  ___________________________________________________________________
 BW1141  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW1141  VERT ORDER  -  THIRD (See Below)
 BW1141
 BW1141.The horizontal coordinates were scaled from a topographic map and have
 BW1141.an estimated accuracy of +/- 6 seconds.
 BW1141
 BW1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1141.The vertical order pertains to the NGVD 29 superseded value.
 BW1141
 BW1141.The geoid height was determined by GEOID03.
 BW1141
 BW1141;                    North         East    Units  Estimated Accuracy
 BW1141;SPC MS W     -   176,440.      611,480.      MT  (+/- 180 meters Scaled)
 BW1141
 BW1141                          SUPERSEDED SURVEY CONTROL
 BW1141
 BW1141  NGVD 29 (??/??/??)  107.28   (m)          352.0    (f) RESET       3  
 BW1141
 BW1141.Superseded values are not recommended for survey control.
 BW1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1141.See file dsdata.txt to determine how the superseded data were derived.
 BW1141
 BW1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ658406(NAD 83)
 BW1141_MARKER: DB = BENCH MARK DISK
 BW1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1141_SP_SET: CULVERT
 BW1141_STAMPING: D 20 RESET 1939 351.96
 BW1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1141
 BW1141  HISTORY     - Date     Condition        Report By
 BW1141  HISTORY     - 1939     MONUMENTED       CGS
 BW1141  HISTORY     - 1969     GOOD             MSHD
 BW1141
 BW1141                          STATION DESCRIPTION
 BW1141
 BW1141'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1141'2.4 MI SE FROM WOODVILLE.
 BW1141'THE MARK IS LOCATED 2.5 MILES SOUTHEAST OF WOODVILLE NEAR THE CENTER
 BW1141'OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT IN THE SOUTHWEST 1/4
 BW1141'OF SECTION 31, T 2N, R 1W.  IT IS 27 FEET SOUTH OF THE CENTER OF
 BW1141'HIGHWAY 24, 2.5 FEET EAST OF A METAL WITNESS POST, SET IN A DRILLED
 BW1141'HOLE NEAR THE CENTER OF THE SOUTH HEADWALL OF A 4X3 FOOT BOX CULVERT
 BW1141'UNDER HIGHWAY 24 AND IS ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BW1141'NOTE-- TO REACH FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE, GO
 BW1141'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILE TO THE
 BW1141'INTERSECTION OF U.S. HIGHWAY 61.  CONTINUE EAST ON STATE HIGHWAY 24
 BW1141'FOR 2.1 MILES TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0581 ***********************************************************************
 DK0581  DESIGNATION -  D 200
 DK0581  PID         -  DK0581
 DK0581  STATE/COUNTY-  MS/BOLIVAR
 DK0581  USGS QUAD   -  BEULAH (1969)
 DK0581
 DK0581                         *CURRENT SURVEY CONTROL
 DK0581  ___________________________________________________________________
 DK0581* NAD 83(1986)-  33 50 54.     (N)    090 57 17.     (W)     SCALED    
 DK0581* NAVD 88     -        44.749  (meters)     146.81   (feet)  ADJUSTED  
 DK0581  ___________________________________________________________________
 DK0581  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0581  DYNAMIC HT  -          44.704 (meters)     146.67  (feet)  COMP
 DK0581  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 DK0581
 DK0581  VERT ORDER  -  SECOND    CLASS 0
 DK0581
 DK0581.The horizontal coordinates were scaled from a topographic map and have
 DK0581.an estimated accuracy of +/- 6 seconds.
 DK0581
 DK0581.The orthometric height was determined by differential leveling
 DK0581.and adjusted in June 1991.
 DK0581
 DK0581.The geoid height was determined by GEOID03.
 DK0581
 DK0581.The dynamic height is computed by dividing the NAVD 88
 DK0581.geopotential number by the normal gravity value computed on the
 DK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0581.degrees latitude (g = 980.6199 gals.).
 DK0581
 DK0581.The modeled gravity was interpolated from observed gravity values.
 DK0581
 DK0581;                    North         East    Units  Estimated Accuracy
 DK0581;SPC MS W     -   482,300.      642,490.      MT  (+/- 180 meters Scaled)
 DK0581
 DK0581                          SUPERSEDED SURVEY CONTROL
 DK0581
 DK0581  NGVD 29 (??/??/??)   44.855  (m)          147.16   (f) ADJUSTED    2 0
 DK0581
 DK0581.Superseded values are not recommended for survey control.
 DK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0581.See file dsdata.txt to determine how the superseded data were derived.
 DK0581
 DK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT892472(NAD 83)
 DK0581_MARKER: DB = BENCH MARK DISK
 DK0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0581_STAMPING: D 200 1957
 DK0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0581+STABILITY: SURFACE MOTION
 DK0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0581+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DK0581
 DK0581  HISTORY     - Date     Condition        Report By
 DK0581  HISTORY     - 1957     MONUMENTED       CGS
 DK0581  HISTORY     - 1973     GOOD             MSHD
 DK0581  HISTORY     - 20030716 GOOD             USACE
 DK0581
 DK0581                          STATION DESCRIPTION
 DK0581
 DK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0581'2.1 MI W FROM MALVINA.
 DK0581'ABOUT 2.1 MILES WEST ALONG A GRAVEL ROAD FROM BRIDGE OVER BOGUE PHALIA
 DK0581'AT MALVINA, IN SECTION 18, T-23-N, R-8-W, 27 FEET SOUTH OF CENTER LINE
 DK0581'OF ROAD, 166 FEET EAST-SOUTHEAST OF CENTER OF JUNCTION OF A ROAD
 DK0581'NORTH, 77 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF ROAD SOUTH, 38
 DK0581'1/2 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF ST. ANDREWS CHURCH,
 DK0581'6 1/2 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE
 DK0581'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN
 DK0581'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DK0581
 DK0581                          STATION RECOVERY (1973)
 DK0581
 DK0581'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DK0581'THE MARK IS LOCATED 4.1 MILES EAST OF ROSEDALE IN THE NW CORNER OF
 DK0581'THE GROUNDS OF THE ST. ANDREWS CHURCH, 2 MILES WEST OF MALVINA IN THE
 DK0581'SW ANGLE OF THE JUNCTION OF A ROAD LEADING SOUTH WITH AN E-W ROAD, IN
 DK0581'THE NE CORNER OF SECTION 18, T 23N, R 7W. IT IS 26 FEET SOUTH OF THE
 DK0581'CENTER OF A BLACK TOP ROAD, 65 FEET WEST OF THE CENTER OF ANOTHER
 DK0581'BLACK TOP ROAD, 160 FEET EAST OF THE PROJECTED CENTER OF A BLACK TOP
 DK0581'ROAD LEADING NORTH, 38.5 FEET NNW OF THE NW CORNER OF THE CHURCH,
 DK0581'14.5 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE CHURCH,
 DK0581'111 FEET WNW OF A 40 INCH PECAN, 7 FEET NE OF A POWER POLE WITH A GUY
 DK0581'WIRE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12
 DK0581'INCH CONCRETE CYLINDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 DK0581'IS FLUSH WITH THE GROUND. TO REACH FROM THE COURTHOUSE IN ROSEDALE GO
 DK0581'SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE TO THE JUNCTION OF STATE
 DK0581'HIGHWAY 8. TURN LEFT AND GO EAST ON HIGHWAY 8 FOR 4.3 MILES TO A SIDE
 DK0581'ROAD LEFT. TURN LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 1.15 MILES
 DK0581'TO A T INTERSECTION AND THE CHURCH AND THE MARK ON THE LEFT.
 DK0581
 DK0581                          STATION RECOVERY (2003)
 DK0581
 DK0581'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0581'CHURCH NO LONGER EXISTS AT SAID LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0624 ***********************************************************************
 EH0624  DESIGNATION -  D 201
 EH0624  PID         -  EH0624
 EH0624  STATE/COUNTY-  MS/COAHOMA
 EH0624  USGS QUAD   -  CLARKSDALE (1967)
 EH0624
 EH0624                         *CURRENT SURVEY CONTROL
 EH0624  ___________________________________________________________________
 EH0624* NAD 83(1986)-  34 12 19.     (N)    090 35 36.     (W)     SCALED    
 EH0624* NAVD 88     -        51.950  (meters)     170.44   (feet)  ADJUSTED  
 EH0624  ___________________________________________________________________
 EH0624  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0624  DYNAMIC HT  -          51.900 (meters)     170.28  (feet)  COMP
 EH0624  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 EH0624
 EH0624  VERT ORDER  -  SECOND    CLASS 0
 EH0624
 EH0624.The horizontal coordinates were scaled from a topographic map and have
 EH0624.an estimated accuracy of +/- 6 seconds.
 EH0624
 EH0624.The orthometric height was determined by differential leveling
 EH0624.and adjusted in June 1991.
 EH0624
 EH0624.The geoid height was determined by GEOID03.
 EH0624
 EH0624.The dynamic height is computed by dividing the NAVD 88
 EH0624.geopotential number by the normal gravity value computed on the
 EH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0624.degrees latitude (g = 980.6199 gals.).
 EH0624
 EH0624.The modeled gravity was interpolated from observed gravity values.
 EH0624
 EH0624;                    North         East    Units  Estimated Accuracy
 EH0624;SPC MS W     -   521,750.      676,040.      MT  (+/- 180 meters Scaled)
 EH0624
 EH0624                          SUPERSEDED SURVEY CONTROL
 EH0624
 EH0624  NGVD 29 (??/??/??)   52.002  (m)          170.61   (f) ADJUSTED    2 0
 EH0624
 EH0624.Superseded values are not recommended for survey control.
 EH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0624.See file dsdata.txt to determine how the superseded data were derived.
 EH0624
 EH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT217875(NAD 83)
 EH0624_MARKER: DB = BENCH MARK DISK
 EH0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0624_SP_SET: BUILDING
 EH0624_STAMPING: D 201 1957
 EH0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0624+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0624
 EH0624  HISTORY     - Date     Condition        Report By
 EH0624  HISTORY     - 1957     MONUMENTED       CGS
 EH0624  HISTORY     - 1973     GOOD             MSHD
 EH0624  HISTORY     - 20030623 GOOD             USACE
 EH0624
 EH0624                          STATION DESCRIPTION
 EH0624
 EH0624'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0624'1.1 MI W FROM CLARKDALE.
 EH0624'THE MARK IS LOCATED 1.1 MILES WEST OF THE COURTHOUSE IN CLARKSDALE IN
 EH0624'THE SE CORNER OF THE HIGHLANDBURG ELEMENTARY SCHOOL IN THE SW ANGLE OF
 EH0624'THE JUNCTION OF MAPLE AVENUE AND ANDERSON BLVD.  IT IS 92 FEET WEST OF
 EH0624'THE CENTER OF ANDERSON BLVD., 190 FEET SOUTH OF THE CENTER OF MAPLE
 EH0624'AVENUE, 1 FOOT NORTH OF THE SE CORNER OF THE SCHOOL SET VERTICALLY
 EH0624'NEAR THE SE CORNER OF THE CAFETERIA OF THE SCHOOL AND IS ABOUT 1 1/2
 EH0624'FEET ABOVE THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH0624'AND 61 IN CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.6 MILES TO A SIDE
 EH0624'ROAD RIGHT JUST BEFORE REACHING STATE HIGHWAY 322. TURN RIGHT AND GO
 EH0624'NORTH ON ANDERSON BLVD. FOR 0.6 MILE TO THE CROSSING OF THE ICRR
 EH0624'TRACK.  CONTINUE NORTH ON ANDERSON BLVD. FOR 0.9 MILE TO THE
 EH0624'INTERSECTION OF MAPLE AVENUE AND THE SCHOOL AND THE MARK ON THE LEFT.
 EH0624
 EH0624                          STATION RECOVERY (2003)
 EH0624
 EH0624'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0348 ***********************************************************************
 CP0348  DESIGNATION -  D 206
 CP0348  PID         -  CP0348
 CP0348  STATE/COUNTY-  MS/RANKIN
 CP0348  USGS QUAD   -  JACKSON SE (1988)
 CP0348
 CP0348                         *CURRENT SURVEY CONTROL
 CP0348  ___________________________________________________________________
 CP0348* NAD 83(1986)-  32 17 00.     (N)    090 03 25.     (W)     SCALED    
 CP0348* NAVD 88     -       114.01   (+/-2cm)     374.0    (feet)  VERTCON   
 CP0348  ___________________________________________________________________
 CP0348  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0348
 CP0348.The horizontal coordinates were scaled from a topographic map and have
 CP0348.an estimated accuracy of +/- 6 seconds.
 CP0348
 CP0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0348.The vertical order pertains to the NGVD 29 superseded value.
 CP0348
 CP0348.The geoid height was determined by GEOID03.
 CP0348
 CP0348;                    North         East    Units  Estimated Accuracy
 CP0348;SPC MS W     -   308,600.      726,040.      MT  (+/- 180 meters Scaled)
 CP0348
 CP0348                          SUPERSEDED SURVEY CONTROL
 CP0348
 CP0348  NGVD 29 (??/??/92)  114.024  (m)          374.09   (f) ADJ UNCH    2 0
 CP0348
 CP0348.Superseded values are not recommended for survey control.
 CP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0348.See file dsdata.txt to determine how the superseded data were derived.
 CP0348
 CP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR771756(NAD 83)
 CP0348_MARKER: DB = BENCH MARK DISK
 CP0348_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP0348+WITH SETTING: INTO GROUND
 CP0348_STAMPING: D 206 1963
 CP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0348+STABILITY: SURFACE MOTION
 CP0348
 CP0348  HISTORY     - Date     Condition        Report By
 CP0348  HISTORY     - 1963     MONUMENTED       CGS
 CP0348  HISTORY     - 1977     GOOD             MSHD
 CP0348
 CP0348                          STATION DESCRIPTION
 CP0348
 CP0348'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0348'4.45 MI W FROM BRANDON.
 CP0348'THE MARK IS LOCATED 4.65 MILES EAST OF PEARL IN A CULVERT ON THE SOUTH
 CP0348'SIDE OF U.S. HIGHWAY 80, 0.2 MILE EAST OF THE END OF THE FOUR LANE,
 CP0348'4.45 MILES WEST OF BRANDON IN THE NORTHEAST 1/4 OF SECTION 14, T 5N, R
 CP0348'2E.  IT IS 97 FEET NORTHWEST OF A RIGHT OF WAY MARKER, 132 FEET
 CP0348'NORTHEAST OF A POWER POLE WITH A GUY WIRE, 48 FEET SOUTH OF THE CENTER
 CP0348'OF HIGHWAY 80, 33 FEET NORTH OF A WOODEN FENCE ON THE NORTH SIDE OF A
 CP0348'SMALL POND, 0.5 FEET WEST OF A METAL WITNESS POST SET IN A DRILL HOLE
 CP0348'IN THE WING WALL AT THE EAST END OF THE SOUTH HEADWALL OF A 24 INCH
 CP0348'CONCRETE PIPE AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CP0348'NOTE-- TO REACH FROM THE RANKIN COUNTY BANK IN THE BRIGHT SHOPPING
 CP0348'CENTER IN PEARL GO EAST ON U.S. HIGHWAY 80 FOR 3.5 MILES TO THE
 CP0348'INTERSECTION OF AIRPORT ROAD.  CONTINUE EAST ON U.S. HIGHWAY 80 FOR
 CP0348'1.15 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0213 ***********************************************************************
 BW0213  DESIGNATION -  D 208
 BW0213  PID         -  BW0213
 BW0213  STATE/COUNTY-  MS/PIKE
 BW0213  USGS QUAD   -  OSYKA (1972)
 BW0213
 BW0213                         *CURRENT SURVEY CONTROL
 BW0213  ___________________________________________________________________
 BW0213* NAD 83(1986)-  31 04 47.     (N)    090 28 19.     (W)     SCALED    
 BW0213* NAVD 88     -        80.483  (meters)     264.05   (feet)  ADJUSTED  
 BW0213  ___________________________________________________________________
 BW0213  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BW0213  DYNAMIC HT  -          80.380 (meters)     263.71  (feet)  COMP
 BW0213  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 BW0213
 BW0213  VERT ORDER  -  FIRST     CLASS I
 BW0213
 BW0213.The horizontal coordinates were scaled from a topographic map and have
 BW0213.an estimated accuracy of +/- 6 seconds.
 BW0213
 BW0213.The orthometric height was determined by differential leveling
 BW0213.and adjusted in February 1994.
 BW0213
 BW0213.The geoid height was determined by GEOID03.
 BW0213
 BW0213.The dynamic height is computed by dividing the NAVD 88
 BW0213.geopotential number by the normal gravity value computed on the
 BW0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0213.degrees latitude (g = 980.6199 gals.).
 BW0213
 BW0213.The modeled gravity was interpolated from observed gravity values.
 BW0213
 BW0213;                    North         East    Units  Estimated Accuracy
 BW0213;SPC MS W     -   175,120.      686,770.      MT  (+/- 180 meters Scaled)
 BW0213
 BW0213                          SUPERSEDED SURVEY CONTROL
 BW0213
 BW0213  NAVD 88 (06/15/91)   80.511  (m)          264.14   (f) UNKNOWN     1 1
 BW0213  NGVD 29 (??/??/??)   80.498  (m)          264.10   (f) ADJUSTED    1 1
 BW0213
 BW0213.Superseded values are not recommended for survey control.
 BW0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0213.See file dsdata.txt to determine how the superseded data were derived.
 BW0213
 BW0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ411411(NAD 83)
 BW0213_MARKER: DB = BENCH MARK DISK
 BW0213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0213_SP_SET: BRIDGE ABUTMENT
 BW0213_STAMPING: D 208 1959
 BW0213_MARK LOGO: CGS   
 BW0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0213+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0213
 BW0213  HISTORY     - Date     Condition        Report By
 BW0213  HISTORY     - 1959     MONUMENTED       CGS
 BW0213  HISTORY     - 1969     GOOD             MSHD
 BW0213  HISTORY     - 19920714 GOOD             NGS
 BW0213
 BW0213                          STATION DESCRIPTION
 BW0213
 BW0213'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0213'1.3 MI N FROM CHATAWA.
 BW0213'THE MARK IS LOCATED 1.3 MILES NORTH OF CHATAWA ON THE WEST SIDE OF THE
 BW0213'ILLINOIS CENTRAL RAILROAD TRACK IN THE WEST END OF THE SOUTH ABUTMENT
 BW0213'OF A CONCRETE BRIDGE, 4.5 MILES SOUTHWEST OF MAGNOLIA AND IS NEAR THE
 BW0213'CENTER OF SECTION 2, T 1N, R 7E.  IT IS 6 FEET WEST OF THE WEST RAIL
 BW0213'OF THE WEST TRACK, 3 FEET NORTH OF A METAL WITNESS POST, 1.1 FEET EAST
 BW0213'OF THE WEST END OF THE ABUTMENT, SET IN A DRILLED HOLE IN THE WEST END
 BW0213'OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT 1 FOOT BELOW
 BW0213'THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE PIKE COUNTY
 BW0213'COURTHOUSE IN MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR
 BW0213'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN LEFT (SOUTH) AND
 BW0213'CONTINUE ON U.S. HIGHWAY 51 FOR 3.9 MILES TO AN ANGLING CROSSROADS.
 BW0213'TURN LEFT (SOUTH) AND CONTINUE ON A GRAVELED ROAD FOR 1.6 MILES TO A
 BW0213'DRIVEWAY WITH A SIGN READING R.E. MCKINNEY ACROSS IT ON THE LEFT. TURN
 BW0213'LEFT (NORTHEAST) AND CONTINUE ON THE DRIVEWAY FOR 0.05 MILE TO A WHITE
 BW0213'TWO STORY BRICK HOUSE ON THE LEFT AND A PASTURE ROAD ON THE RIGHT.
 BW0213'TURN RIGHT THROUGH A GATE AND CONTINUE SOUTHEAST ACROSS AN OPEN
 BW0213'PASTURE FOR 0.15 MILE TO A CONCRETE RAILROAD BRIDGE. THENCE NORTH
 BW0213'ALONG THE ILLINOIS CENTRAL RAILROAD TRACK FOR 0.6 MILE TO ANOTHER
 BW0213'BRIDGE AND THE MARK ON THE LEFT.
 BW0213
 BW0213                          STATION RECOVERY (1992)
 BW0213
 BW0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0213'16.9 KM (10.50 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0213'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, IN TOP OF AND 0.2 M
 BW0213'(0.7 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BW0213'RAILROAD BRIDGE, 11.2 M (36.7 FT) NORTH OF SIGNAL NUMBER 818.6, 1.9 M
 BW0213'(6.2 FT) WEST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 BW0213'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0112 ***********************************************************************
 BW0112  DESIGNATION -  D 209
 BW0112  PID         -  BW0112
 BW0112  STATE/COUNTY-  MS/LINCOLN
 BW0112  USGS QUAD   -  WESSON (1972)
 BW0112
 BW0112                         *CURRENT SURVEY CONTROL
 BW0112  ___________________________________________________________________
 BW0112* NAD 83(1986)-  31 39 42.     (N)    090 24 44.     (W)     SCALED    
 BW0112* NAVD 88     -       137.042  (meters)     449.61   (feet)  ADJUSTED  
 BW0112  ___________________________________________________________________
 BW0112  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW0112  DYNAMIC HT  -         136.876 (meters)     449.07  (feet)  COMP
 BW0112  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 BW0112
 BW0112  VERT ORDER  -  FIRST     CLASS I
 BW0112
 BW0112.The horizontal coordinates were scaled from a topographic map and have
 BW0112.an estimated accuracy of +/- 6 seconds.
 BW0112
 BW0112.The orthometric height was determined by differential leveling
 BW0112.and adjusted in June 1991.
 BW0112
 BW0112.The geoid height was determined by GEOID03.
 BW0112
 BW0112.The dynamic height is computed by dividing the NAVD 88
 BW0112.geopotential number by the normal gravity value computed on the
 BW0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0112.degrees latitude (g = 980.6199 gals.).
 BW0112
 BW0112.The modeled gravity was interpolated from observed gravity values.
 BW0112
 BW0112;                    North         East    Units  Estimated Accuracy
 BW0112;SPC MS W     -   239,640.      692,520.      MT  (+/- 180 meters Scaled)
 BW0112
 BW0112                          SUPERSEDED SURVEY CONTROL
 BW0112
 BW0112  NGVD 29 (??/??/??)  137.039  (m)          449.60   (f) ADJUSTED    1 1
 BW0112
 BW0112.Superseded values are not recommended for survey control.
 BW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0112.See file dsdata.txt to determine how the superseded data were derived.
 BW0112
 BW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR453058(NAD 83)
 BW0112_MARKER: DB = BENCH MARK DISK
 BW0112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0112+WITH SETTING: INTO GROUND
 BW0112_STAMPING: D 209 1960
 BW0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0112+STABILITY: SURFACE MOTION
 BW0112
 BW0112  HISTORY     - Date     Condition        Report By
 BW0112  HISTORY     - 1960     MONUMENTED       CGS
 BW0112  HISTORY     - 1969     GOOD             NGS
 BW0112
 BW0112                          STATION DESCRIPTION
 BW0112
 BW0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0112'2.9 MI S FROM WESSON.
 BW0112'ABOUT 2.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0112'CROSSING OF SPRING STREET AT WESSON, 1.45 MILE NORTH OF A WOODEN
 BW0112'OVERPASS, 0.1 MILE SOUTH OF MILEPOST 777, AT THE SOUTH END OF A CUT,
 BW0112'ACROSS THE TRACKS WEST FROM THE 3RD TELEGRAPH POLE SOUTH OF MILEPOST
 BW0112'777, 45 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, 0.8 FOOT
 BW0112'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK
 BW0112'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF
 BW0112'THE GROUND.  1/4, SEC 16, T 8N, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0124 ***********************************************************************
 EH0124  DESIGNATION -  D 21
 EH0124  PID         -  EH0124
 EH0124  STATE/COUNTY-  MS/DE SOTO
 EH0124  USGS QUAD   -  FREES CORNERS (1982)
 EH0124
 EH0124                         *CURRENT SURVEY CONTROL
 EH0124  ___________________________________________________________________
 EH0124* NAD 83(1993)-  34 46 47.51308(N)    090 07 00.96818(W)     ADJUSTED  
 EH0124* NAVD 88     -        90.643  (meters)     297.38   (feet)  ADJUSTED  
 EH0124  ___________________________________________________________________
 EH0124  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EH0124  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH0124  DYNAMIC HT  -          90.556 (meters)     297.10  (feet)  COMP
 EH0124  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 EH0124
 EH0124  HORZ ORDER  -  SECOND
 EH0124  VERT ORDER  -  FIRST     CLASS I
 EH0124
 EH0124.The horizontal coordinates were established by classical geodetic methods
 EH0124.and adjusted by the National Geodetic Survey in May 1994.
 EH0124
 EH0124.The orthometric height was determined by differential leveling
 EH0124.and adjusted in June 1991.
 EH0124
 EH0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0124
 EH0124.The geoid height was determined by GEOID03.
 EH0124
 EH0124.The dynamic height is computed by dividing the NAVD 88
 EH0124.geopotential number by the normal gravity value computed on the
 EH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0124.degrees latitude (g = 980.6199 gals.).
 EH0124
 EH0124.The modeled gravity was interpolated from observed gravity values.
 EH0124
 EH0124;                    North         East     Units Scale Factor Converg.
 EH0124;SPC MS W     -   585,474.199   719,806.338   MT  0.99995483   +0 07 24.4
 EH0124;SPC MS W     - 1,920,843.27  2,361,564.63   sFT  0.99995483   +0 07 24.4
 EH0124;UTM  15      - 3,852,419.567   763,826.221   MT  1.00045798   +1 38 43.9
 EH0124
 EH0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0124!SPC MS W     -   0.99999005  x   0.99995483  =   0.99994488
 EH0124!UTM  15      -   0.99999005  x   1.00045798  =   1.00044802
 EH0124
 EH0124                          SUPERSEDED SURVEY CONTROL
 EH0124
 EH0124  NAD 83(1986)-  34 46 47.52314(N)    090 07 00.96892(W) AD(       ) 2
 EH0124  NAD 27      -  34 46 47.16300(N)    090 07 00.63400(W) AD(       ) 2
 EH0124  NGVD 29 (??/??/??)   90.655  (m)          297.42   (f) ADJUSTED    1 1
 EH0124
 EH0124.Superseded values are not recommended for survey control.
 EH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0124.See file dsdata.txt to determine how the superseded data were derived.
 EH0124
 EH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6382652420(NAD 83)
 EH0124_MARKER: P = PIPE CAP
 EH0124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0124_SP_SET: METAL PIPE IMBEDDED IN GROUND
 EH0124_STAMPING: D 21
 EH0124_MARK LOGO: USE   
 EH0124_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0124+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0124
 EH0124  HISTORY     - Date     Condition        Report By
 EH0124  HISTORY     - 1956     MONUMENTED       USE
 EH0124  HISTORY     - 1974     GOOD             NGS
 EH0124  HISTORY     - 19911112 POOR             NGS
 EH0124
 EH0124                          STATION DESCRIPTION
 EH0124
 EH0124'DESCRIBED BY US ENGINEERS 1956
 EH0124'SEE STATION ARKABUTLA
 EH0124
 EH0124                          STATION RECOVERY (1974)
 EH0124
 EH0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0124'6.7 MI SSE FROM EUDORA.
 EH0124'ABOUT 5.8  MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 301 FROM THE
 EH0124'FIRST BAPTIST CHURCH AT EUDORA, THENCE 0.9 MILE NORTH ALONG A PAVED
 EH0124'ROAD TO THE SPILLWAY AT ARKABUTLA DAM, ON THE NORTHWEST EDGE OF A 135
 EH0124'FT. BY 135 FT. KNOLL, 63 FEET EAST OF THE CENTER LINE OF THE PAVED
 EH0124'ROAD, 36.77 FEET NORTHWEST OF ARKABUTLA 1956 TRIANGULATION STATION, 72
 EH0124'FEET WEST-NORTHWEST OF T 243, 8 FEET ABOVE LEVEL OF THE ROAD. A USE
 EH0124'CAP ON TOP OF A 3-INCH IRON PIPE PROJECTING 14-INCHES. SECTION 35, T
 EH0124'3S, R 9W.
 EH0124
 EH0124                          STATION RECOVERY (1991)
 EH0124
 EH0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0124'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0124'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH0124'HIGHWAY 304, THENCE 9.4 KM (5.85 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH0124'301, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG A PAVED ROAD LEADING TO
 EH0124'THE ARKABUTLA SPILLWAY, 33.7 M (110.6 FT) NORTH OF BENCH MARK P 13 3,
 EH0124'19.3 M (63.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 11.1 M
 EH0124'(36.4 FT) WEST OF TRIANGULATION STATION ARKABUTLA, AND 1.8 M
 EH0124'(5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE CAP IS AFFIXED TO
 EH0124'A 3-INCH METAL PIPE THAT PROJECTS 0.6 M (2.0 FT) ABOVE THE GROUND
 EH0124'SURFACE.  THE PIPE IS VERY LOOSE IN THE GROUND. USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0868 ***********************************************************************
 BW0868  DESIGNATION -  D 21 RESET 1941
 BW0868  PID         -  BW0868
 BW0868  STATE/COUNTY-  MS/FRANKLIN
 BW0868  USGS QUAD   -  CRANFIELD (1988)
 BW0868
 BW0868                         *CURRENT SURVEY CONTROL
 BW0868  ___________________________________________________________________
 BW0868* NAD 83(1986)-  31 32 42.     (N)    091 08 19.     (W)     SCALED    
 BW0868* NAVD 88     -       117.03   (+/-2cm)     384.0    (feet)  VERTCON   
 BW0868  ___________________________________________________________________
 BW0868  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0868  VERT ORDER  -  THIRD (See Below)
 BW0868
 BW0868.The horizontal coordinates were scaled from a topographic map and have
 BW0868.an estimated accuracy of +/- 6 seconds.
 BW0868
 BW0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0868.The vertical order pertains to the NGVD 29 superseded value.
 BW0868
 BW0868.The geoid height was determined by GEOID03.
 BW0868
 BW0868;                    North         East    Units  Estimated Accuracy
 BW0868;SPC MS W     -   226,980.      623,540.      MT  (+/- 180 meters Scaled)
 BW0868
 BW0868                          SUPERSEDED SURVEY CONTROL
 BW0868
 BW0868  NGVD 29 (08/12/04)  117.03   (m)          384.0    (f) RESET       3  
 BW0868
 BW0868.Superseded values are not recommended for survey control.
 BW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0868.See file dsdata.txt to determine how the superseded data were derived.
 BW0868
 BW0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ766915(NAD 83)
 BW0868_MARKER: DD = SURVEY DISK
 BW0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0868_STAMPING: D 21 RESET 1941
 BW0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0868+STABILITY: SURFACE MOTION
 BW0868
 BW0868  HISTORY     - Date     Condition        Report By
 BW0868  HISTORY     - 1941     MONUMENTED       MCRR
 BW0868  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BW0868
 BW0868                          STATION DESCRIPTION
 BW0868
 BW0868'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0868'5.6 MI W FROM ROXIE.
 BW0868'THE MARK IS LOCATED 5.6 MILES WEST ALONG THE MISSISSIPPI CENTRAL
 BW0868'RAILROAD FROM THE STATION AT ROXIE, FRANKLIN COUNTY, 4.0 MILES EAST OF
 BW0868'CRANFIELD, ADAMS COUNTY, BETWEEN MILE POSTS 131 AND 132, 71 FEET EAST
 BW0868'ALONG THE TRACK FROM THE CENTER OF A GATE TO A HOUSE, 53 FEET WEST OF
 BW0868'THE FACE OF THE PARAPET OF THE WEST ABUTMENT OF FILLED BRIDGE 131.6
 BW0868'AND 26.7 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 BW0868'DISK, STAMPED D 21 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0240 ***********************************************************************
 CP0240  DESIGNATION -  D 210
 CP0240  PID         -  CP0240
 CP0240  STATE/COUNTY-  MS/HINDS
 CP0240  USGS QUAD   -  JACKSON (1998)
 CP0240
 CP0240                         *CURRENT SURVEY CONTROL
 CP0240  ___________________________________________________________________
 CP0240* NAD 83(1986)-  32 15 44.     (N)    090 12 30.     (W)     SCALED    
 CP0240* NAVD 88     -        85.468  (meters)     280.41   (feet)  ADJUSTED  
 CP0240  ___________________________________________________________________
 CP0240  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0240  DYNAMIC HT  -          85.371 (meters)     280.09  (feet)  COMP
 CP0240  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CP0240
 CP0240  VERT ORDER  -  FIRST     CLASS I
 CP0240
 CP0240.The horizontal coordinates were scaled from a topographic map and have
 CP0240.an estimated accuracy of +/- 6 seconds.
 CP0240
 CP0240.The orthometric height was determined by differential leveling
 CP0240.and adjusted in June 1991.
 CP0240
 CP0240.The geoid height was determined by GEOID03.
 CP0240
 CP0240.The dynamic height is computed by dividing the NAVD 88
 CP0240.geopotential number by the normal gravity value computed on the
 CP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0240.degrees latitude (g = 980.6199 gals.).
 CP0240
 CP0240.The modeled gravity was interpolated from observed gravity values.
 CP0240
 CP0240;                    North         East    Units  Estimated Accuracy
 CP0240;SPC MS W     -   306,230.      711,780.      MT  (+/- 180 meters Scaled)
 CP0240
 CP0240                          SUPERSEDED SURVEY CONTROL
 CP0240
 CP0240  NGVD 29 (??/??/??)   85.476  (m)          280.43   (f) ADJUSTED    1 1
 CP0240
 CP0240.Superseded values are not recommended for survey control.
 CP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0240.See file dsdata.txt to determine how the superseded data were derived.
 CP0240
 CP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR629729(NAD 83)
 CP0240_MARKER: DB = BENCH MARK DISK
 CP0240_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP0240+WITH SETTING: INTO GROUND
 CP0240_STAMPING: D 210 1960
 CP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0240+STABILITY: SURFACE MOTION
 CP0240
 CP0240  HISTORY     - Date     Condition        Report By
 CP0240  HISTORY     - 1960     MONUMENTED       CGS
 CP0240  HISTORY     - 1977     GOOD             MSHD
 CP0240  HISTORY     - 1981     GOOD             LOCSUR
 CP0240  HISTORY     - 19920611 MARK NOT FOUND   NGS
 CP0240  HISTORY     - 20020528 MARK NOT FOUND   MSHD
 CP0240
 CP0240                          STATION DESCRIPTION
 CP0240
 CP0240'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0240'3.0 MI SSW FROM JACKSON.
 CP0240'THE MARK IS LOCATED 3 MILES SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0240'JACKSON ON THE WEST RIGHT OF WAY OF THE I.C.G. RAILROAD TRACK, 0.45
 CP0240'MILE SOUTH OF THE MCDOWELL ROAD CROSSING IN THE NORTHWEST 1/4 OF
 CP0240'SECTION 21, T 5N, R 1E.  IT IS 221 FEET EAST OF THE CENTER OF A
 CP0240'FRONTAGE ROAD, 191 FEET SOUTHEAST OF A POWER POLE WITH A GUY WIRE AND
 CP0240'A TRANSFORMER, 31.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 0.5
 CP0240'FEET EAST OF A METAL WITNESS POST ABOUT LEVEL WITH THE TRACK AND IS A
 CP0240'DISK BRAZED ON TOP OF A 3 1/2 INCH PIPE PROJECTING 4 INCHES.  NOTE--
 CP0240'TO REACH FROM THE INTERSECTION OF TERRY ROAD AND U.S. HIGHWAY 80 IN
 CP0240'JACKSON GO SOUTH ON TERRY ROAD FOR 1.5 MILES TO THE INTERSECTION OF
 CP0240'MCDOWELL ROAD.  TURN LEFT AND GO EAST ON MCDOWELL ROAD FOR 0.6 MILE TO
 CP0240'THE JUNCTION OF A FRONTAGE ROAD (0.1 MILE BEYOND I-55).  TURN RIGHT
 CP0240'AND GO SOUTH ON THE FRONTAGE ROAD FOR 0.45 MILE TO THE MARK ON THE
 CP0240'LEFT.
 CP0240
 CP0240                          STATION RECOVERY (1981)
 CP0240
 CP0240'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0240'RECOVERED IN GOOD CONDITION.
 CP0240
 CP0240                          STATION RECOVERY (1992)
 CP0240
 CP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0240'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CP0240
 CP0240                          STATION RECOVERY (2002)
 CP0240
 CP0240'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0344 ***********************************************************************
 CO0344  DESIGNATION -  D 211
 CO0344  PID         -  CO0344
 CO0344  STATE/COUNTY-  MS/LAUDERDALE
 CO0344  USGS QUAD   -  KEWANEE (1974)
 CO0344
 CO0344                         *CURRENT SURVEY CONTROL
 CO0344  ___________________________________________________________________
 CO0344* NAD 83(1986)-  32 25 09.     (N)    088 29 40.     (W)     SCALED    
 CO0344* NAVD 88     -        83.042  (meters)     272.45   (feet)  ADJUSTED  
 CO0344  ___________________________________________________________________
 CO0344  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CO0344  DYNAMIC HT  -          82.945 (meters)     272.13  (feet)  COMP
 CO0344  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CO0344
 CO0344  VERT ORDER  -  FIRST     CLASS I
 CO0344
 CO0344.The horizontal coordinates were scaled from a topographic map and have
 CO0344.an estimated accuracy of +/- 6 seconds.
 CO0344
 CO0344.The orthometric height was determined by differential leveling
 CO0344.and adjusted in June 1991.
 CO0344
 CO0344.The geoid height was determined by GEOID03.
 CO0344
 CO0344.The dynamic height is computed by dividing the NAVD 88
 CO0344.geopotential number by the normal gravity value computed on the
 CO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0344.degrees latitude (g = 980.6199 gals.).
 CO0344
 CO0344.The modeled gravity was interpolated from observed gravity values.
 CO0344
 CO0344;                    North         East    Units  Estimated Accuracy
 CO0344;SPC MS E     -   323,680.      331,880.      MT  (+/- 180 meters Scaled)
 CO0344
 CO0344                          SUPERSEDED SURVEY CONTROL
 CO0344
 CO0344  NGVD 29 (??/??/??)   83.025  (m)          272.39   (f) ADJUSTED    1 1
 CO0344
 CO0344.Superseded values are not recommended for survey control.
 CO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0344.See file dsdata.txt to determine how the superseded data were derived.
 CO0344
 CO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA594878(NAD 83)
 CO0344_MARKER: DB = BENCH MARK DISK
 CO0344_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0344_SP_SET: BOX CULVERT
 CO0344_STAMPING: D 211 1960
 CO0344_MARK LOGO: CGS   
 CO0344_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0344+STABILITY: SURFACE MOTION
 CO0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0344+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1990
 CO0344
 CO0344  HISTORY     - Date     Condition        Report By
 CO0344  HISTORY     - 1960     MONUMENTED       CGS
 CO0344  HISTORY     - 1968     GOOD             NGS
 CO0344  HISTORY     - 19900208 GOOD             MSHD
 CO0344
 CO0344                          STATION DESCRIPTION
 CO0344
 CO0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0344'0.6 MI E FROM TOOMSUBA.
 CO0344'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE BAPTIST
 CO0344'CHURCH AT TOOMSUBA, IN SECTION 30, T 7 N, R 18 E, 0.1 MILE NORTHEAST
 CO0344'OF A HOUSE WHICH IS LOCATED ON THE SOUTH SIDE OF A PRIVATE LAKE, SET
 CO0344'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT
 CO0344'UNDER THE HIGHWAY, 19 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 174
 CO0344'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 0.25 MILE NORTH OF BENCH
 CO0344'MARK Z 185, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CO0344
 CO0344                          STATION RECOVERY (1990)
 CO0344
 CO0344'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0344'MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) EAST NORTHEAST OF MERIDIAN,
 CO0344'2.6 MI (4.2 KM) WEST OF THE U.S. HIGHWAYS 11 AND 80 BRIDGE OVER I-20
 CO0344'AND 1-59 AT THE WEST EDGE OF KEWANEE, 0.75 MI (1.21 KM) EAST OF
 CO0344'TOOMSUBA AND IS IN SECTION 30, T 7N, R 18E.
 CO0344'TO REACH FROM THE BAPTIST CHURCH IN TOOMBUBA, GO EAST ON U.S. HIGHWAYS
 CO0344'11 AND 80 FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT.
 CO0344'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE EAST END OF THE
 CO0344'SOUTH HEADWALL OF A CONCRETE BOX CULVERT, ABOUT 2.5 FT (0.8 M) BELOW
 CO0344'THE LEVEL OF THE HIGHWAY, 170.5 FT (52.0 M) EAST OF THE CENTER OF A
 CO0344'PAVED ROAD, 19 FT (5.8 M) SOUTH OF THE CENTER OF THE HIGHWAY AND 0.7
 CO0344'FT (0.2 M) WEST OF THE EAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0874 ***********************************************************************
 CO0874  DESIGNATION -  D 212
 CO0874  PID         -  CO0874
 CO0874  STATE/COUNTY-  MS/RANKIN
 CO0874  USGS QUAD   -  BRANDON (1982)
 CO0874
 CO0874                         *CURRENT SURVEY CONTROL
 CO0874  ___________________________________________________________________
 CO0874* NAD 83(1986)-  32 17 39.     (N)    089 52 56.     (W)     SCALED    
 CO0874* NAVD 88     -       119.964  (meters)     393.58   (feet)  ADJUSTED  
 CO0874  ___________________________________________________________________
 CO0874  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CO0874  DYNAMIC HT  -         119.824 (meters)     393.12  (feet)  COMP
 CO0874  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CO0874
 CO0874  VERT ORDER  -  FIRST     CLASS I
 CO0874
 CO0874.The horizontal coordinates were scaled from a topographic map and have
 CO0874.an estimated accuracy of +/- 6 seconds.
 CO0874
 CO0874.The orthometric height was determined by differential leveling
 CO0874.and adjusted in June 1991.
 CO0874
 CO0874.Photographs are available for this station.
 CO0874
 CO0874.The geoid height was determined by GEOID03.
 CO0874
 CO0874.The dynamic height is computed by dividing the NAVD 88
 CO0874.geopotential number by the normal gravity value computed on the
 CO0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0874.degrees latitude (g = 980.6199 gals.).
 CO0874
 CO0874.The modeled gravity was interpolated from observed gravity values.
 CO0874
 CO0874;                    North         East    Units  Estimated Accuracy
 CO0874;SPC MS W     -   309,860.      742,490.      MT  (+/- 180 meters Scaled)
 CO0874
 CO0874                          SUPERSEDED SURVEY CONTROL
 CO0874
 CO0874  NGVD 29 (??/??/??)  119.964  (m)          393.58   (f) ADJUSTED    1 1
 CO0874
 CO0874.Superseded values are not recommended for survey control.
 CO0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0874.See file dsdata.txt to determine how the superseded data were derived.
 CO0874
 CO0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA285766(NAD 83)
 CO0874_MARKER: DB = BENCH MARK DISK
 CO0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0874_STAMPING: D 212 1960
 CO0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0874+STABILITY: SURFACE MOTION
 CO0874
 CO0874  HISTORY     - Date     Condition        Report By
 CO0874  HISTORY     - 1960     MONUMENTED       CGS
 CO0874  HISTORY     - 1968     GOOD             NGS
 CO0874  HISTORY     - 1977     GOOD             MSHD
 CO0874  HISTORY     - 20021120 GOOD             JCLS
 CO0874
 CO0874                          STATION DESCRIPTION
 CO0874
 CO0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0874'6.65 MI E FROM BRANDON.
 CO0874'ABOUT 6.65 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY
 CO0874'COURTHOUSE AT BRANDON, OR 5.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM
 CO0874'THE CITY HALL AT PELAHATCHIE, 87 FEET NORTH OF THE CENTERLINE OF THE
 CO0874'HIGHWAY, 90 FEET SOUTH AND ACROSS THE ILLINOIS CENTRAL RAILROAD FROM
 CO0874'MILEPOST 74, 72 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 50
 CO0874'FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD, 45 1/2 FEET NORTH OF A
 CO0874'POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 1.2 FEET WEST OF A METAL
 CO0874'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0874'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 CO0874'OF THE GROUND.  SEC 9, T 5N, R 4E.
 CO0874
 CO0874                          STATION RECOVERY (1977)
 CO0874
 CO0874'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0874'THE MARK IS LOCATED 5 MILES WEST OF PELAHATCHIE IN THE SOUTHWEST
 CO0874'ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK WITH A PRIVATE
 CO0874'ROAD, 6.3 MILES EAST OF BRANDON, 0.4 MILE WEST OF A RAILROAD OVERPASS
 CO0874'IN THE NORTHWEST 1/4 OF SECTION 10, T 5 N, R 4 E. THE 1968
 CO0874'MEASUREMENTS ARE GOOD EXCEPT IT IS 48 FEET WEST OF THE CNETER OF A
 CO0874'PRIVATE ROAD AND 13 FEET SOUTH OF A BRACE POLE. TO REACH FROM THE
 CO0874'INTERSECTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY 80 AT THE WEST EDGE
 CO0874'OF PELAHATCHIE GO WEST ON WEST ON U.S. HIGHWAY 80 FOR 5.2 MILES TO A
 CO0874'PRIVATE ROAD AND THE MARK ON THE RIGHT.
 CO0874
 CO0874                          STATION RECOVERY (2002)
 CO0874
 CO0874'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CO0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0925 ***********************************************************************
 CO0925  DESIGNATION -  D 213
 CO0925  PID         -  CO0925
 CO0925  STATE/COUNTY-  MS/SCOTT
 CO0925  USGS QUAD   -  PULASKI (1982)
 CO0925
 CO0925                         *CURRENT SURVEY CONTROL
 CO0925  ___________________________________________________________________
 CO0925* NAD 83(1986)-  32 21 27.     (N)    089 32 50.     (W)     SCALED    
 CO0925* NAVD 88     -       158.850  (meters)     521.16   (feet)  ADJUSTED  
 CO0925  ___________________________________________________________________
 CO0925  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CO0925  DYNAMIC HT  -         158.663 (meters)     520.55  (feet)  COMP
 CO0925  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 CO0925
 CO0925  VERT ORDER  -  FIRST     CLASS I
 CO0925
 CO0925.The horizontal coordinates were scaled from a topographic map and have
 CO0925.an estimated accuracy of +/- 6 seconds.
 CO0925
 CO0925.The orthometric height was determined by differential leveling
 CO0925.and adjusted in June 1991.
 CO0925
 CO0925.The geoid height was determined by GEOID03.
 CO0925
 CO0925.The dynamic height is computed by dividing the NAVD 88
 CO0925.geopotential number by the normal gravity value computed on the
 CO0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0925.degrees latitude (g = 980.6199 gals.).
 CO0925
 CO0925.The modeled gravity was interpolated from observed gravity values.
 CO0925
 CO0925;                    North         East    Units  Estimated Accuracy
 CO0925;SPC MS E     -   317,020.      232,810.      MT  (+/- 180 meters Scaled)
 CO0925
 CO0925                          SUPERSEDED SURVEY CONTROL
 CO0925
 CO0925  NGVD 29 (??/??/??)  158.845  (m)          521.14   (f) ADJUSTED    1 1
 CO0925
 CO0925.Superseded values are not recommended for survey control.
 CO0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0925.See file dsdata.txt to determine how the superseded data were derived.
 CO0925
 CO0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA603829(NAD 83)
 CO0925_MARKER: DB = BENCH MARK DISK
 CO0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0925_STAMPING: D 213 1961
 CO0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0925+STABILITY: SURFACE MOTION
 CO0925
 CO0925  HISTORY     - Date     Condition        Report By
 CO0925  HISTORY     - 1961     MONUMENTED       CGS
 CO0925  HISTORY     - 1968     GOOD             NGS
 CO0925  HISTORY     - 1977     GOOD             MSHD
 CO0925
 CO0925                          STATION DESCRIPTION
 CO0925
 CO0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0925'4.65 MI W FROM FOREST.
 CO0925'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0925'COURTHOUSE AT FOREST, THENCE 4.55 MILES WEST ALONG U.S. HIGHWAY 80,
 CO0925'0.6 MILE WEST OF A JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 400 FEET
 CO0925'EAST OF THE CREST OF A HILL, 49 1/2 FEET SOUTH OF THE CENTERLINE OF
 CO0925'THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE OF A TRAIL ROAD, 18 1/2
 CO0925'FEET WEST OF AN 18-INCH OAK TREE, 1 FOOT NORTH OF A FENCE, 2.2 FEET
 CO0925'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CO0925'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 CO0925'OF THE GROUND.  SEC 14, T 6N, R 8E.
 CO0925
 CO0925                          STATION RECOVERY (1977)
 CO0925
 CO0925'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0925'THE MARK IS LOCATED 4.5 MILES WEST OF FOREST ON THE SOUTH RIGHT OF
 CO0925'WAY OF U.S. HIGHWAY 80 IN THE SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 7
 CO0925'E. IT IS 50 FEET SOUTH OF THE CENTER OF HIGHWAY 80, 41 FEET EAST OF A
 CO0925'TELEPHONE CABLE WARNING SIGN, 30 FEET EAST OF THE CENTER OF A WOODS
 CO0925'ROAD, 17.5 FEET WEST OF A 15 INCH OAK, 1.5 FEET NORTH OF A FENCE, 2
 CO0925'FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CO0925'POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES. TO REACH
 CO0925'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 80 IN
 CO0925'FOREST GO WEST ON U.S. HIGHWAY 80 FOR 3.55 MILES TO A SIDE ROAD LEFT.
 CO0925'CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.6 MILE TO A WOODS ROAD AND THE
 CO0925'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0770 ***********************************************************************
 CO0770  DESIGNATION -  D 214
 CO0770  PID         -  CO0770
 CO0770  STATE/COUNTY-  MS/NEWTON
 CO0770  USGS QUAD   -  LAKE (1982)
 CO0770
 CO0770                         *CURRENT SURVEY CONTROL
 CO0770  ___________________________________________________________________
 CO0770* NAD 83(1986)-  32 20 15.     (N)    089 17 36.     (W)     SCALED    
 CO0770* NAVD 88     -       139.751  (meters)     458.50   (feet)  ADJUSTED  
 CO0770  ___________________________________________________________________
 CO0770  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CO0770  DYNAMIC HT  -         139.588 (meters)     457.96  (feet)  COMP
 CO0770  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CO0770
 CO0770  VERT ORDER  -  FIRST     CLASS I
 CO0770
 CO0770.The horizontal coordinates were scaled from a topographic map and have
 CO0770.an estimated accuracy of +/- 6 seconds.
 CO0770
 CO0770.The orthometric height was determined by differential leveling
 CO0770.and adjusted in June 1991.
 CO0770
 CO0770.The geoid height was determined by GEOID03.
 CO0770
 CO0770.The dynamic height is computed by dividing the NAVD 88
 CO0770.geopotential number by the normal gravity value computed on the
 CO0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0770.degrees latitude (g = 980.6199 gals.).
 CO0770
 CO0770.The modeled gravity was interpolated from observed gravity values.
 CO0770
 CO0770;                    North         East    Units  Estimated Accuracy
 CO0770;SPC MS E     -   314,670.      256,700.      MT  (+/- 180 meters Scaled)
 CO0770
 CO0770                          SUPERSEDED SURVEY CONTROL
 CO0770
 CO0770  NGVD 29 (??/??/??)  139.745  (m)          458.48   (f) ADJUSTED    1 1
 CO0770
 CO0770.Superseded values are not recommended for survey control.
 CO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0770.See file dsdata.txt to determine how the superseded data were derived.
 CO0770
 CO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA841801(NAD 83)
 CO0770_MARKER: DB = BENCH MARK DISK
 CO0770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO0770_SP_SET: CULVERT HEADWALL
 CO0770_STAMPING: D 214 1961
 CO0770_MARK LOGO: CGS   
 CO0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0770+STABILITY: SURFACE MOTION
 CO0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0770+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0770
 CO0770  HISTORY     - Date     Condition        Report By
 CO0770  HISTORY     - 1961     MONUMENTED       CGS
 CO0770  HISTORY     - 1968     GOOD             NGS
 CO0770  HISTORY     - 19890620 GOOD             MSHD
 CO0770  HISTORY     - 19921014 GOOD             MSHD
 CO0770  HISTORY     - 19991220 GOOD             NGS
 CO0770
 CO0770                          STATION DESCRIPTION
 CO0770
 CO0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0770'2.25 MI E FROM LAKE.
 CO0770'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0770'LAKE, THENCE 2.1 MILES EAST ALONG U.S. HIGHWAY 80, 0.2 MILE WEST OF A
 CO0770'HIGHWAY UNDERPASS FOR INTERSTATE HIGHWAY 20, 30 FEET NORTH OF THE
 CO0770'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH
 CO0770'CONCRETE HEADWALL OF A TWO-CHANNEL CONCRETE PIPE CULVERT UNDER THE
 CO0770'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 29, T
 CO0770'6N, R 10E.
 CO0770
 CO0770                          STATION RECOVERY (1989)
 CO0770
 CO0770'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0770'MARK IS LOCATED 3.38 KM (2.10 MI) EAST OF LAKE, 0.32 KM (0.20 MI) WEST
 CO0770'OF I-20 IN THE NE 1/4 OF SECTION 29, T6N, R10E.  TO REACH FROM THE
 CO0770'POST OFICE IN LAKE GO NORTH ON A PAVED ROAD FOR 0.56 KM (0.35 MI) TO
 CO0770'THE INTERSECTION OF U.S. HIGHWAY 80, TURN RIGHT AND GO EAST ON U.S.
 CO0770'HIGHWAY 80 FOR 3.54 KM (2.20 MI) TO THE CULVERT AND THE MARK ON THE
 CO0770'LEFT.  MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE EAST END OF
 CO0770'THE NORTH HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 9.14 M (30.0 FT)
 CO0770'NORTH OF THE CENTER OF HIGHWAY 80, 1.83 M (6.0 FT) NORTH NORTHWEST OF
 CO0770'A WITNESS SIGN BOLTED ON A HIGHWAY SIGN, 0.25 M (0.8 FT) WEST OF THE
 CO0770'EAST END OF THE HEADWALL AND IS ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL
 CO0770'OF THE HIGHWAY.
 CO0770
 CO0770                          STATION RECOVERY (1992)
 CO0770
 CO0770'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CO0770'RECOVERED IN GOOD CONDITION.
 CO0770
 CO0770                          STATION RECOVERY (1999)
 CO0770
 CO0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0770'RECOVERED AS DESCRIBED.  SITE HAS A MOSTLY CLEAR VIEW OF THE SKY.  IT
 CO0770'IS ACROSS THE HIGHWAY FROM A LARGE GAS STATION AND RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0856 ***********************************************************************
 BH0856  DESIGNATION -  D 215
 BH0856  PID         -  BH0856
 BH0856  STATE/COUNTY-  MS/HARRISON
 BH0856  USGS QUAD   -  GULFPORT NORTH (1994)
 BH0856
 BH0856                         *CURRENT SURVEY CONTROL
 BH0856  ___________________________________________________________________
 BH0856* NAD 83(1986)-  30 22 46.     (N)    089 03 20.     (W)     SCALED    
 BH0856* NAVD 88     -         3.472  (meters)      11.39   (feet)  ADJUSTED  
 BH0856  ___________________________________________________________________
 BH0856  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH0856  DYNAMIC HT  -           3.468 (meters)      11.38  (feet)  COMP
 BH0856  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BH0856
 BH0856  VERT ORDER  -  FIRST     CLASS I
 BH0856
 BH0856.The horizontal coordinates were scaled from a topographic map and have
 BH0856.an estimated accuracy of +/- 6 seconds.
 BH0856
 BH0856.The orthometric height was determined by differential leveling
 BH0856.and adjusted in June 1991.
 BH0856
 BH0856.The geoid height was determined by GEOID03.
 BH0856
 BH0856.The dynamic height is computed by dividing the NAVD 88
 BH0856.geopotential number by the normal gravity value computed on the
 BH0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0856.degrees latitude (g = 980.6199 gals.).
 BH0856
 BH0856.The modeled gravity was interpolated from observed gravity values.
 BH0856
 BH0856;                    North         East    Units  Estimated Accuracy
 BH0856;SPC MS E     -    97,500.      278,640.      MT  (+/- 180 meters Scaled)
 BH0856
 BH0856                          SUPERSEDED SURVEY CONTROL
 BH0856
 BH0856  NGVD 29 (??/??/??)    3.434  (m)           11.27   (f) ADJUSTED    1 1
 BH0856
 BH0856.Superseded values are not recommended for survey control.
 BH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0856.See file dsdata.txt to determine how the superseded data were derived.
 BH0856
 BH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU024626(NAD 83)
 BH0856_MARKER: DB = BENCH MARK DISK
 BH0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0856_SP_SET: CONCRETE SEWER
 BH0856_STAMPING: D 215 1963
 BH0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0856+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BH0856
 BH0856  HISTORY     - Date     Condition        Report By
 BH0856  HISTORY     - 1963     MONUMENTED       CGS
 BH0856  HISTORY     - 1968     GOOD             CGS
 BH0856  HISTORY     - 1976     GOOD             NGS
 BH0856  HISTORY     - 19880805 GOOD             USPSQD
 BH0856  HISTORY     - 20050802 GOOD             NGS
 BH0856
 BH0856                          STATION DESCRIPTION
 BH0856
 BH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0856'2.5 MI E FROM GULFPORT.
 BH0856'ABOUT 2.5 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0856'THE UNION STATION AT GULFPORT, 0.1 MILE EAST OF MILEPOST 737, ON THE
 BH0856'PROPERTY OF THE GULFPORT SEWAGE PUMPING STATION, SET ON THE TOP OF THE
 BH0856'SOUTH CORNER OF A 11-BY-13-FOOT CONCRETE SEWER RESERVOIR WHICH IS
 BH0856'REPORTED TO BE 25 FEET DEEP IN THE GROUND, 131.5 FEET NORTH OF AND
 BH0856'ACROSS EAST RAILROAD STREET FROM THE NORTH RAIL, 61 1/2 FEET NORTH OF
 BH0856'THE CENTER LINE OF EAST RAILROAD STREET, 39.2 FEET SOUTHWEST OF THE
 BH0856'SOUTH CORNER OF A BRICK BUILDING FOR A PUMPING STATION, 3 FEET ABOVE
 BH0856'THE LEVEL OF THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE STREET. SEC
 BH0856'2, T 8S, R 11W.
 BH0856
 BH0856                          STATION RECOVERY (1976)
 BH0856
 BH0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0856'RECOVERED IN GOOD CONDITION.
 BH0856
 BH0856                          STATION RECOVERY (1988)
 BH0856
 BH0856'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0856'RECOVERED IN GOOD CONDITION.
 BH0856
 BH0856                          STATION RECOVERY (2005)
 BH0856
 BH0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0202 ***********************************************************************
 BW0202  DESIGNATION -  D 22
 BW0202  PID         -  BW0202
 BW0202  STATE/COUNTY-  MS/LINCOLN
 BW0202  USGS QUAD   -  BROOKHAVEN (1972)
 BW0202
 BW0202                         *CURRENT SURVEY CONTROL
 BW0202  ___________________________________________________________________
 BW0202* NAD 83(1986)-  31 34 47.     (N)    090 29 15.     (W)     SCALED    
 BW0202* NAVD 88     -       139.66   (+/-2cm)     458.2    (feet)  VERTCON   
 BW0202  ___________________________________________________________________
 BW0202  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0202
 BW0202.The horizontal coordinates were scaled from a topographic map and have
 BW0202.an estimated accuracy of +/- 6 seconds.
 BW0202
 BW0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0202.The vertical order pertains to the NGVD 29 superseded value.
 BW0202
 BW0202.The geoid height was determined by GEOID03.
 BW0202
 BW0202;                    North         East    Units  Estimated Accuracy
 BW0202;SPC MS W     -   230,560.      685,370.      MT  (+/- 180 meters Scaled)
 BW0202
 BW0202                          SUPERSEDED SURVEY CONTROL
 BW0202
 BW0202  NGVD 29 (??/??/92)  139.662  (m)          458.21   (f) ADJ UNCH    2 0
 BW0202
 BW0202.Superseded values are not recommended for survey control.
 BW0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0202.See file dsdata.txt to determine how the superseded data were derived.
 BW0202
 BW0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ384965(NAD 83)
 BW0202_MARKER: DB = BENCH MARK DISK
 BW0202_SETTING: 0 = UNSPECIFIED SETTING
 BW0202_STAMPING: 458.208 D 22 1934
 BW0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0202
 BW0202  HISTORY     - Date     Condition        Report By
 BW0202  HISTORY     - 1934     MONUMENTED       CGS
 BW0202  HISTORY     - 1968     GOOD             MSHD
 BW0202
 BW0202                          STATION DESCRIPTION
 BW0202
 BW0202'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0202'2.85 MI W FROM BROOKHAVEN.
 BW0202'THE MARK IS LOCATED 2.7 MILES WEST OF THE APPROXIMATE CENTER OF
 BW0202'BROOKHAVEN IN THE NORTHWEST ANGLE OF A PRIVATE ROAD CROSSING THE
 BW0202'MISSISSIPPI CENTRAL RAILROAD AND IS IN THE NORTHEAST 1/4 OF SECTION
 BW0202'15, T 7N, R 7E.  IT IS 48 FEET NORTHWEST OF CENTER OF PRIVATE ROAD
 BW0202'CROSSING, 44 FEET NORTH OF THE NORTH RAIL, 4 FEET NORTH OF THE
 BW0202'EXTENDED EAST TANGENT OF GRAVELED ROAD, 30 FEET WEST SOUTHWEST OF 15
 BW0202'INCH OAK, 5 FEET SOUTH OF FENCE, 1 FOOT WEST OF METAL WITNESS POST,
 BW0202'ABOUT 1 FOOT BELOW THE LEVEL OF TRACK AND PROJECTS 4 INCHES.  NOTE--
 BW0202'TO REACH FROM THE ENTRANCE TO THE KING DAUGHTERS HOSPITAL AT THE
 BW0202'NORTHWEST EDGE OF BROOKHAVEN GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.7
 BW0202'MILE TO THE INTERSECTION OF A NEW 4 LANE ROAD.  TURN RIGHT WEST AND
 BW0202'CONTINUE ON NEW ROAD FOR 1.5 MILES TO A CROSSROADS.  TURN RIGHT WEST
 BW0202'AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 BW0202'TURN RIGHT (NORTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.3 MILE
 BW0202'TO A T INTERSECTION.  TURN LEFT (WEST) AND CONTINUE ON AN ALL WEATHER
 BW0202'ROAD FOR 0.15 MILE TO THE CROSSING OF MISSISSIPPI CENTRAL RAILROAD AND
 BW0202'THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0796 ***********************************************************************
 CO0796  DESIGNATION -  D 223
 CO0796  PID         -  CO0796
 CO0796  STATE/COUNTY-  MS/NEWTON
 CO0796  USGS QUAD   -  NEWTON (1982)
 CO0796
 CO0796                         *CURRENT SURVEY CONTROL
 CO0796  ___________________________________________________________________
 CO0796* NAD 83(1986)-  32 18 58.     (N)    089 08 15.     (W)     SCALED    
 CO0796* NAVD 88     -       111.098  (meters)     364.49   (feet)  ADJUSTED  
 CO0796  ___________________________________________________________________
 CO0796  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CO0796  DYNAMIC HT  -         110.968 (meters)     364.07  (feet)  COMP
 CO0796  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 CO0796
 CO0796  VERT ORDER  -  FIRST     CLASS I
 CO0796
 CO0796.The horizontal coordinates were scaled from a topographic map and have
 CO0796.an estimated accuracy of +/- 6 seconds.
 CO0796
 CO0796.The orthometric height was determined by differential leveling
 CO0796.and adjusted in June 1991.
 CO0796
 CO0796.The geoid height was determined by GEOID03.
 CO0796
 CO0796.The dynamic height is computed by dividing the NAVD 88
 CO0796.geopotential number by the normal gravity value computed on the
 CO0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0796.degrees latitude (g = 980.6199 gals.).
 CO0796
 CO0796.The modeled gravity was interpolated from observed gravity values.
 CO0796
 CO0796;                    North         East    Units  Estimated Accuracy
 CO0796;SPC MS E     -   312,240.      271,360.      MT  (+/- 180 meters Scaled)
 CO0796
 CO0796                          SUPERSEDED SURVEY CONTROL
 CO0796
 CO0796  NGVD 29 (??/??/??)  111.091  (m)          364.47   (f) ADJUSTED    1 1
 CO0796
 CO0796.Superseded values are not recommended for survey control.
 CO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0796.See file dsdata.txt to determine how the superseded data were derived.
 CO0796
 CO0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA987774(NAD 83)
 CO0796_MARKER: DB = BENCH MARK DISK
 CO0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0796_SP_SET: CONCRETE POST
 CO0796_STAMPING: D 223 1968
 CO0796_MARK LOGO: CGS   
 CO0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0796+STABILITY: SURFACE MOTION
 CO0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0796+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1989
 CO0796
 CO0796  HISTORY     - Date     Condition        Report By
 CO0796  HISTORY     - 1968     MONUMENTED       CGS
 CO0796  HISTORY     - 19890809 GOOD             MSHD
 CO0796
 CO0796                          STATION DESCRIPTION
 CO0796
 CO0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0796'4.15 MI SE FROM NEWTON.
 CO0796'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0796'STATION AT NEWTON, THENCE 0.8 MILE NORTH ALONG THE GULF, MOBILE AND
 CO0796'OHIO RAILROAD, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 80, THENCE
 CO0796'0.15 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE EAST ALONG A
 CO0796'GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD,
 CO0796'THENCE 0.45 MILE WEST ALONG A PAVED ROAD, IN SECTION 35, T 6 N, R 11
 CO0796'E, 67 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 39 FEET WEST OF
 CO0796'THE CENTERLINE OF THE PAVED ENTRANCE ROAD WHICH LEADS TO OKEEFE
 CO0796'AIRPORT, 68 1/2 FEET SOUTHWEST AND ACROSS THE PAVED ROAD FROM A POWER
 CO0796'POLE WHICH IS BRACED BY A GUY WIRE, 41 FEET SOUTH OF A CORNER FENCE
 CO0796'POST, 2 FEET EAST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 CO0796'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 CO0796'A CONCRETE POST WHICH PROJECTS 7 INCHES.
 CO0796
 CO0796                          STATION RECOVERY (1989)
 CO0796
 CO0796'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0796'MARK IS LOCATED 2.74 KM (1.70 MI) EAST SOUTHEAST OF NEWTON IN THE
 CO0796'SOUTHWEST ANGLE OF THE JUNCTION OF THE ENTRANCE ROAD TO OKEEFE AIRPORT
 CO0796'WITH A PAVED ROAD, 0.24 KM (0.15 MI) NORTH OF THE AIRPORT IN SECTION
 CO0796'35, T6N, R11E.  TO REACH FROM THE INTERSECTION OF THE STATE HIGHWAY 15
 CO0796'BYPASS AND U.S. HIGHWAY 80 AT THE NORTHEAST EDGE OF NEWTON, GO SOUTH
 CO0796'ON STATE HIGHWAY 15 FOR 2.09 KM (1.30 MI) TO A CROSSROAD, TURN LEFT
 CO0796'AND GO EAST ON A PAVED ROAD FOR 1.13 KM (0.70 MI) TO A SIDE ROAD AND
 CO0796'THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A
 CO0796'ROUND CONCRETE POST PROJECTING 0.12 M (0.4 FT) .  IT IS 19.81 M
 CO0796'(65.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 18.75 M (61.5 FT)
 CO0796'SOUTHWEST OF A UTILITY POLE WITH GUY WIRES, 11.28 M (37.0 FT) WEST OF
 CO0796'THE CENTER OF A PAVED ROAD, 7.01 M (23.0 FT) SOUTH OF A TELEPHONE
 CO0796'CABLE POLE, 0.46 M (1.5 FT) EAST OF A FENCE, 0.43 M (1.4 FT) SOUTHWEST
 CO0796'OF A METAL WITNESS POST AND IS ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 CO0796'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0761 ***********************************************************************
 CO0761  DESIGNATION -  D 224
 CO0761  PID         -  CO0761
 CO0761  STATE/COUNTY-  MS/SCOTT
 CO0761  USGS QUAD   -  FOREST (1982)
 CO0761
 CO0761                         *CURRENT SURVEY CONTROL
 CO0761  ___________________________________________________________________
 CO0761* NAD 83(1986)-  32 21 25.     (N)    089 23 00.     (W)     SCALED    
 CO0761* NAVD 88     -       135.320  (meters)     443.96   (feet)  ADJUSTED  
 CO0761  ___________________________________________________________________
 CO0761  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CO0761  DYNAMIC HT  -         135.162 (meters)     443.44  (feet)  COMP
 CO0761  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 CO0761
 CO0761  VERT ORDER  -  FIRST     CLASS I
 CO0761
 CO0761.The horizontal coordinates were scaled from a topographic map and have
 CO0761.an estimated accuracy of +/- 6 seconds.
 CO0761
 CO0761.The orthometric height was determined by differential leveling
 CO0761.and adjusted in June 1991.
 CO0761
 CO0761.The geoid height was determined by GEOID03.
 CO0761
 CO0761.The dynamic height is computed by dividing the NAVD 88
 CO0761.geopotential number by the normal gravity value computed on the
 CO0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0761.degrees latitude (g = 980.6199 gals.).
 CO0761
 CO0761.The modeled gravity was interpolated from observed gravity values.
 CO0761
 CO0761;                    North         East    Units  Estimated Accuracy
 CO0761;SPC MS E     -   316,860.      248,230.      MT  (+/- 180 meters Scaled)
 CO0761
 CO0761                          SUPERSEDED SURVEY CONTROL
 CO0761
 CO0761  NGVD 29 (??/??/??)  135.314  (m)          443.94   (f) ADJUSTED    1 1
 CO0761
 CO0761.Superseded values are not recommended for survey control.
 CO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0761.See file dsdata.txt to determine how the superseded data were derived.
 CO0761
 CO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA757824(NAD 83)
 CO0761_MARKER: DB = BENCH MARK DISK
 CO0761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO0761_SP_SET: 24 FT
 CO0761_STAMPING: D 224 1968
 CO0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0761
 CO0761  HISTORY     - Date     Condition        Report By
 CO0761  HISTORY     - 1968     MONUMENTED       CGS
 CO0761
 CO0761                          STATION DESCRIPTION
 CO0761
 CO0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0761'3.9 MI W FROM LAKE.
 CO0761'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0761'LAKE, THENCE 3.75 MILES WEST ALONG U.S. HIGHWAY 80, 112 YARDS WEST OF
 CO0761'THE SOUTHWEST CORNER OF A GROCERY STORE AND SERVICE STATION, 48 1/2
 CO0761'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 52 FEET EAST OF THE
 CO0761'CENTERLINE OF A PAVED ROAD, 46 FEET WEST OF THE CENTERLINE OF A
 CO0761'DRIVEWAY, 25 1/2 FEET EAST OF TELEPHONE POLE NUMBER 39, 8 FEET EAST OF
 CO0761'A 20-INCH PINE TREE, 5 1/2 FEET WEST OF AN 18-INCH PINE TREE, 1.0 FOOT
 CO0761'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CO0761'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A
 CO0761'DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH
 CO0761'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0755 ***********************************************************************
 CP0755  DESIGNATION -  D 225
 CP0755  PID         -  CP0755
 CP0755  STATE/COUNTY-  MS/HINDS
 CP0755  USGS QUAD   -  EDWARDS (1972)
 CP0755
 CP0755                         *CURRENT SURVEY CONTROL
 CP0755  ___________________________________________________________________
 CP0755* NAD 83(1986)-  32 21 40.     (N)    090 31 42.     (W)     SCALED    
 CP0755* NAVD 88     -        59.366  (meters)     194.77   (feet)  ADJUSTED  
 CP0755  ___________________________________________________________________
 CP0755  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0755  DYNAMIC HT  -          59.298 (meters)     194.55  (feet)  COMP
 CP0755  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CP0755
 CP0755  VERT ORDER  -  FIRST     CLASS I
 CP0755
 CP0755.The horizontal coordinates were scaled from a topographic map and have
 CP0755.an estimated accuracy of +/- 6 seconds.
 CP0755
 CP0755.The orthometric height was determined by differential leveling
 CP0755.and adjusted in June 1991.
 CP0755
 CP0755.The geoid height was determined by GEOID03.
 CP0755
 CP0755.The dynamic height is computed by dividing the NAVD 88
 CP0755.geopotential number by the normal gravity value computed on the
 CP0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0755.degrees latitude (g = 980.6199 gals.).
 CP0755
 CP0755.The modeled gravity was interpolated from observed gravity values.
 CP0755
 CP0755;                    North         East    Units  Estimated Accuracy
 CP0755;SPC MS W     -   317,210.      681,650.      MT  (+/- 180 meters Scaled)
 CP0755
 CP0755                          SUPERSEDED SURVEY CONTROL
 CP0755
 CP0755  NGVD 29 (??/??/??)   59.388  (m)          194.84   (f) ADJUSTED    1 1
 CP0755
 CP0755.Superseded values are not recommended for survey control.
 CP0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0755.See file dsdata.txt to determine how the superseded data were derived.
 CP0755
 CP0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR325831(NAD 83)
 CP0755_MARKER: DB = BENCH MARK DISK
 CP0755_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0755_SP_SET: 34 1/2 FT
 CP0755_STAMPING: D 225 1968
 CP0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0755
 CP0755  HISTORY     - Date     Condition        Report By
 CP0755  HISTORY     - 1968     MONUMENTED       CGS
 CP0755  HISTORY     - 1977     GOOD             MSHD
 CP0755  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0755
 CP0755                          STATION DESCRIPTION
 CP0755
 CP0755'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0755'4 MI NW FROM BOLTON.
 CP0755'THE MARK IS LOCATED 4 MILES NORTHWEST OF BOLTON ON THE SOUTH RIGHT OF
 CP0755'WAY OF I-20 BETWEEN THE EAST BOUND LANE AND OLD HIGHWAY 80, 5 MILES
 CP0755'NORTHEAST OF EDWARDS, 0.55 MILE WEST OF THE FARR ROAD OVERPASS IN THE
 CP0755'SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 17, T 6N, R 3W.  IT IS
 CP0755'63 FEET NORTH OF THE CENTER OF OLD HIGHWAY 80, 56.5 FEET SOUTH OF THE
 CP0755'CENTER OF THE EAST BOUND LANE OF I-20, 38.5 FEET WEST-NORTHWEST OF A
 CP0755'70 INCH PECAN, 5.5 FEET NORTH OF A FENCE, 4.5 FEET SOUTH OF A 22 INCH
 CP0755'PECAN, 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT EAST OF A METAL
 CP0755'WITNESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE INTERSTATE AND ON THE
 CP0755'TOP OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 34
 CP0755'1/2 FEET AND IS ENCASED IN A 6 INCH CAST IRON PIPE WHICH PROJECTS 1
 CP0755'INCH.  NOTE-- TO REACH FROM THE POST OFFICE 0.15 MILE WEST OF THE MAIN
 CP0755'CROSSROAD IN BOLTON GO WEST ON HIGHWAY 80 FOR 3.8 MILES TO A
 CP0755'CROSSROAD.  CONTINUE WEST ON A FRONTAGE ROAD FOR 0.55 MILE TO THE MARK
 CP0755'ON THE RIGHT.
 CP0755
 CP0755                          STATION RECOVERY (1992)
 CP0755
 CP0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0755'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0288 ***********************************************************************
 CP0288  DESIGNATION -  D 226
 CP0288  PID         -  CP0288
 CP0288  STATE/COUNTY-  MS/HINDS
 CP0288  USGS QUAD   -  CLINTON (1980)
 CP0288
 CP0288                         *CURRENT SURVEY CONTROL
 CP0288  ___________________________________________________________________
 CP0288* NAD 83(1986)-  32 18 45.     (N)    090 19 32.     (W)     SCALED    
 CP0288* NAVD 88     -        88.748  (meters)     291.17   (feet)  ADJUSTED  
 CP0288  ___________________________________________________________________
 CP0288  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP0288  DYNAMIC HT  -          88.646 (meters)     290.83  (feet)  COMP
 CP0288  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CP0288
 CP0288  VERT ORDER  -  FIRST     CLASS I
 CP0288
 CP0288.The horizontal coordinates were scaled from a topographic map and have
 CP0288.an estimated accuracy of +/- 6 seconds.
 CP0288
 CP0288.The orthometric height was determined by differential leveling
 CP0288.and adjusted in June 1991.
 CP0288
 CP0288.The geoid height was determined by GEOID03.
 CP0288
 CP0288.The dynamic height is computed by dividing the NAVD 88
 CP0288.geopotential number by the normal gravity value computed on the
 CP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0288.degrees latitude (g = 980.6199 gals.).
 CP0288
 CP0288.The modeled gravity was interpolated from observed gravity values.
 CP0288
 CP0288;                    North         East    Units  Estimated Accuracy
 CP0288;SPC MS W     -   311,800.      700,730.      MT  (+/- 180 meters Scaled)
 CP0288
 CP0288                          SUPERSEDED SURVEY CONTROL
 CP0288
 CP0288  NGVD 29 (??/??/??)   88.761  (m)          291.21   (f) ADJUSTED    1 1
 CP0288
 CP0288.Superseded values are not recommended for survey control.
 CP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0288.See file dsdata.txt to determine how the superseded data were derived.
 CP0288
 CP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR517782(NAD 83)
 CP0288_MARKER: DB = BENCH MARK DISK
 CP0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0288_SP_SET: CONCRETE POST
 CP0288_STAMPING: D 226 1968
 CP0288_MARK LOGO: CGS   
 CP0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0288+STABILITY: SURFACE MOTION
 CP0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0288+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1999
 CP0288
 CP0288  HISTORY     - Date     Condition        Report By
 CP0288  HISTORY     - 1968     MONUMENTED       CGS
 CP0288  HISTORY     - 1977     GOOD             MSHD
 CP0288  HISTORY     - 19920609 GOOD             NGS
 CP0288  HISTORY     - 19991212 GOOD             NGS
 CP0288
 CP0288                          STATION DESCRIPTION
 CP0288
 CP0288'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0288'1.8 MI S FROM CLINTON.
 CP0288'THE MARK IS LOCATED 1.8 MILES SOUTH OF CLINTON IN THE SOUTHEAST ANGLE
 CP0288'OF THE JUNCTION OF A NARROW GRAVELED ROAD LEADING TO THE WATERWAYS
 CP0288'EXPERIMENT STATION MODEL AND SPRING RIDGE ROAD, 1 MILE SOUTH OF I-20,
 CP0288'0.6 MILE NORTH OF MCRAVEN ROAD NEAR A HIGH POWER LINE STEEL TOWER IN
 CP0288'THE NORTHWEST 1/4 OF SECTION 5, T 5N, R 1W.  IT IS 91.5 FEET EAST OF
 CP0288'THE CENTER OF SPRING RIDGE ROAD, 42 FEET SOUTH OF THE CENTER OF A
 CP0288'NARROW GRAVELED ROAD, 5 FEET NORTHEAST OF THE SOUTHEAST LEG OF A STEEL
 CP0288'HIGH POWER LINE TOWER (FOURTH ONE FROM THE NORTH AND THE FIRST ONE
 CP0288'SOUTH OF A GRAVELED ROAD) 3 FEET EAST OF THE EAST ROW OF TOWER LEGS, 1
 CP0288'FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CP0288'POST AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE
 CP0288'IN CLINTON GO SOUTH ON MONROE STREET FOR 0.3 MILE TO THE INTERSECTION
 CP0288'OF COLLEGE STREET AND THE NORTH ENTRANCE TO MISSISSIPPI COLLEGE. TURN
 CP0288'LEFT AND GO EAST ON COLLEGE STREET FOR 0.1 MILE TO A CROSS STREET.
 CP0288'TURN RIGHT AND GO SOUTH ON PROSPECT STREET FOR 0.3 MILE TO THE
 CP0288'INTERSECTION OF U.S. HIGHWAY 80.  CONTINUE SOUTH ON SPRING RIDGE ROAD
 CP0288'FOR 1.5 MILES TO A SIDE ROAD AND THE MARK ON THE LEFT JUST BEYOND THE
 CP0288'ENTRANCE TO A POWER SUB-STATION ON THE RIGHT.
 CP0288
 CP0288                          STATION RECOVERY (1992)
 CP0288
 CP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0288'6.7 KM (4.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0288'JUNCTION OF INTERSTATE HIGHWAY 220 (EXIT 40) IN JACKSON, THENCE 1.6
 CP0288'KM (1.00 MI) SOUTHERLY ALONG NORTH SPRINGS RIDGE ROAD (EXIT 36), 27.7
 CP0288'M (90.9 FT) EAST OF THE CENTERLINE OF THE ROAD, 12.9 M (42.3 FT)
 CP0288'SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) NORTHEAST OF
 CP0288'THE SOUTHEAST LEG OF THE MOST SOUTHERLY OF 4 POWER TRANSMISSION
 CP0288'TOWERS, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 CP0288'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CP0288
 CP0288                          STATION RECOVERY (1999)
 CP0288
 CP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0766 ***********************************************************************
 EH0766  DESIGNATION -  D 227
 EH0766  PID         -  EH0766
 EH0766  STATE/COUNTY-  MS/BOLIVAR
 EH0766  USGS QUAD   -  LACONIA (1982)
 EH0766
 EH0766                         *CURRENT SURVEY CONTROL
 EH0766  ___________________________________________________________________
 EH0766* NAD 83(1986)-  34 06 17.     (N)    090 54 42.     (W)     SCALED    
 EH0766* NAVD 88     -        52.087  (meters)     170.89   (feet)  ADJUSTED  
 EH0766  ___________________________________________________________________
 EH0766  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0766  DYNAMIC HT  -          52.035 (meters)     170.72  (feet)  COMP
 EH0766  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 EH0766
 EH0766  VERT ORDER  -  FIRST     CLASS II
 EH0766
 EH0766.The horizontal coordinates were scaled from a topographic map and have
 EH0766.an estimated accuracy of +/- 6 seconds.
 EH0766
 EH0766.The orthometric height was determined by differential leveling
 EH0766.and adjusted in June 1991.
 EH0766
 EH0766.The geoid height was determined by GEOID03.
 EH0766
 EH0766.The dynamic height is computed by dividing the NAVD 88
 EH0766.geopotential number by the normal gravity value computed on the
 EH0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0766.degrees latitude (g = 980.6199 gals.).
 EH0766
 EH0766.The modeled gravity was interpolated from observed gravity values.
 EH0766
 EH0766;                    North         East    Units  Estimated Accuracy
 EH0766;SPC MS W     -   510,710.      646,640.      MT  (+/- 180 meters Scaled)
 EH0766
 EH0766                          SUPERSEDED SURVEY CONTROL
 EH0766
 EH0766  NGVD 29 (??/??/??)   52.140  (m)          171.06   (f) ADJUSTED    1 2
 EH0766
 EH0766.Superseded values are not recommended for survey control.
 EH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0766.See file dsdata.txt to determine how the superseded data were derived.
 EH0766
 EH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT926757(NAD 83)
 EH0766_MARKER: DB = BENCH MARK DISK
 EH0766_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0766+WITH SETTING: INTO GROUND
 EH0766_STAMPING: D 227 1976
 EH0766_MARK LOGO: NGS   
 EH0766_PROJECTION: FLUSH
 EH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0766+STABILITY: SURFACE MOTION
 EH0766_ROD/PIPE-DEPTH: 1.1  meters
 EH0766
 EH0766  HISTORY     - Date     Condition        Report By
 EH0766  HISTORY     - 1976     MONUMENTED       NGS
 EH0766  HISTORY     - 1985     GOOD             NGS
 EH0766
 EH0766                          STATION DESCRIPTION
 EH0766
 EH0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0766'10.1 MI SW FROM RENA LARA.
 EH0766'4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST CHURCH AT
 EH0766'RENA LARA, THENCE 2.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD TO
 EH0766'THE JUNCTION OF THE LEVEE, THENCE 1.1 MILES SOUTHWEST ALONG THE LEVEE,
 EH0766'THENCE 0.2 MILES SOUTHWEST ALONG A GRAVEL ROAD TO THE ENTRANCE OF THE
 EH0766'PUSHMATAHA PLANTATION, THENCE 2.15 MILES SOUTHWEST ACROSS PLOWED
 EH0766'FIELDS ALONG A DIRT ROAD TO THE OLD LEVEE, THENCE 0.1 EAST ALONG THE
 EH0766'LEVEE AND SET IN THE CENTER OF THE LEVEE, 85 FEET EAST OF A TRACK ROAD
 EH0766'CROSSING, 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF A GAS TANK AND
 EH0766'ABOUT 40 FEET WEST OF A GROUP OF TREES ON THE LEVEE.  A DISK ON TOP OF
 EH0766'A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0766'PROJECTING +0 INCHES.  20 FEET ABOVE TOE OF LEVEE 1 FOOT WEST OF A
 EH0766'WITNESS POST.
 EH0766
 EH0766                          STATION RECOVERY (1985)
 EH0766
 EH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0766'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  6.9 KM
 EH0766'(4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH IN
 EH0766'RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG A GRAVEL
 EH0766'ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE TOP OF
 EH0766'THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO THE
 EH0766'ENTRANCE TO THE PUSHMATAHA PLANTATIO, THENCE AFTER PASSING THROUGH THE
 EH0766'IRON GATE 0.81 KM (0.5 MI) SOUTH ON A FIELD ROAD, THENCE 2.7 KM
 EH0766'(1.65 MI) WEST ALONG A FIELD ROAD TO THE OLD LEVEE, THENCE 0.16 KM
 EH0766'(0.1 MI) SOUTHEAST ALONG THE TOP OF THE LEVEE TO A TREE LINE, BENCH
 EH0766'MARK IS SET IN THE CENTER OF THE LEVEE, ABOUT 12.2 METERS (40.0 FT)
 EH0766'NORTHWEST OF THE TREE LINE, AND 24.4 METERS (80.0 FT) SOUTHEAST OF A
 EH0766'TRACK ROAD CROSSING OVER THE LEVEE.
 EH0766'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 EH0766'THE MARK IS 6.1 M ABOVE LEVEE TOE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1606 ***********************************************************************
 BH1606  DESIGNATION -  D 234
 BH1606  PID         -  BH1606
 BH1606  STATE/COUNTY-  MS/JACKSON
 BH1606  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH1606
 BH1606                         *CURRENT SURVEY CONTROL
 BH1606  ___________________________________________________________________
 BH1606* NAD 83(1986)-  30 20 39.     (N)    088 32 38.     (W)     SCALED    
 BH1606* NAVD 88     -         1.829  (meters)       6.00   (feet)  ADJUSTED  
 BH1606  ___________________________________________________________________
 BH1606  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH1606  DYNAMIC HT  -           1.826 (meters)       5.99  (feet)  COMP
 BH1606  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 BH1606
 BH1606  VERT ORDER  -  FIRST     CLASS I
 BH1606
 BH1606.The horizontal coordinates were scaled from a topographic map and have
 BH1606.an estimated accuracy of +/- 6 seconds.
 BH1606
 BH1606.The orthometric height was determined by differential leveling
 BH1606.and adjusted in June 1991.
 BH1606
 BH1606.The geoid height was determined by GEOID03.
 BH1606
 BH1606.The dynamic height is computed by dividing the NAVD 88
 BH1606.geopotential number by the normal gravity value computed on the
 BH1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1606.degrees latitude (g = 980.6199 gals.).
 BH1606
 BH1606.The modeled gravity was interpolated from observed gravity values.
 BH1606
 BH1606;                    North         East    Units  Estimated Accuracy
 BH1606;SPC MS E     -    93,610.      327,830.      MT  (+/- 180 meters Scaled)
 BH1606
 BH1606                          SUPERSEDED SURVEY CONTROL
 BH1606
 BH1606  NGVD 29 (??/??/??)    1.787  (m)            5.86   (f) ADJUSTED    1 1
 BH1606
 BH1606.Superseded values are not recommended for survey control.
 BH1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1606.See file dsdata.txt to determine how the superseded data were derived.
 BH1606
 BH1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU516579(NAD 83)
 BH1606_MARKER: DB = BENCH MARK DISK
 BH1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1606_SP_SET: GUARD RAIL BASE
 BH1606_STAMPING: D 234 1968
 BH1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1606+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 BH1606
 BH1606  HISTORY     - Date     Condition        Report By
 BH1606  HISTORY     - 1968     MONUMENTED       CGS
 BH1606  HISTORY     - 20030503 GOOD             USPSQD
 BH1606
 BH1606                          STATION DESCRIPTION
 BH1606
 BH1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1606'AT PASCAGOULA.
 BH1606'AT PASCAGOULA, ABOUT 1.65 MILES SOUTH ALONG SOUTH MARKET STREET
 BH1606'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD,
 BH1606'THENCE ABOUT 0.2 MILE EAST ALONG EAST BEACH BOULEVARD, 12
 BH1606'FEET NORTH OF THE CENTERLINE OF THE BOULEVARD, IN THE TOP
 BH1606'OF THE EAST END OF THE NORTH CONCRETE GUARD RAIL BASE FOR A
 BH1606'40-FOOT BRIDGE ACROSS A SMALL STREAM, 2.1 FEET WEST OF THE
 BH1606'EAST END OF THE BASE, AND 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 BH1606'FLOOR.
 BH1606
 BH1606                          STATION RECOVERY (2003)
 BH1606
 BH1606'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1533 ***********************************************************************
 BH1533  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1533  DESIGNATION -  D 234 RESET 1980
 BH1533  PID         -  BH1533
 BH1533  STATE/COUNTY-  MS/JACKSON
 BH1533  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH1533
 BH1533                         *CURRENT SURVEY CONTROL
 BH1533  ___________________________________________________________________
 BH1533* NAD 83(1986)-  30 20 39.     (N)    088 32 38.     (W)     SCALED    
 BH1533* NAVD 88     -         1.58   (+/-2cm)       5.2    (feet)  VERTCON   
 BH1533  ___________________________________________________________________
 BH1533  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH1533  VERT ORDER  -  THIRD (See Below)
 BH1533
 BH1533.The horizontal coordinates were scaled from a topographic map and have
 BH1533.an estimated accuracy of +/- 6 seconds.
 BH1533
 BH1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1533.The vertical order pertains to the NGVD 29 superseded value.
 BH1533
 BH1533.This Tidal Bench Mark is designated as VM 15561
 BH1533.by the Center for Operational Oceanographic Products and Services.
 BH1533
 BH1533.The geoid height was determined by GEOID03.
 BH1533
 BH1533;                    North         East    Units  Estimated Accuracy
 BH1533;SPC MS E     -    93,610.      327,830.      MT  (+/- 180 meters Scaled)
 BH1533
 BH1533                          SUPERSEDED SURVEY CONTROL
 BH1533
 BH1533  NGVD 29 (??/??/??)    1.56   (m)            5.1    (f) RESET       3  
 BH1533
 BH1533.Superseded values are not recommended for survey control.
 BH1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1533.See file dsdata.txt to determine how the superseded data were derived.
 BH1533
 BH1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU516579(NAD 83)
 BH1533_MARKER: DB = BENCH MARK DISK
 BH1533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH1533_SP_SET: WINGWALL OF BRIDGE
 BH1533_STAMPING: D 234 RESET 1980
 BH1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1533+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 BH1533
 BH1533  HISTORY     - Date     Condition        Report By
 BH1533  HISTORY     - 1980     MONUMENTED       NGS
 BH1533  HISTORY     - 20030503 GOOD             USPSQD
 BH1533
 BH1533                          STATION DESCRIPTION
 BH1533
 BH1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BH1533'IN PASCAGOULA.
 BH1533'IN PASCAGOULA, ABOUT 2.7 KM (1.65 MI) SOUTH ALONG SOUTH MARKET STREET
 BH1533'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD,THENCE
 BH1533'ABOUT 0.3 KM (0.2 MI) EAST ALONG EAST BEACH BOULEVARD, 5.6 METERS
 BH1533'(18.5 FT) NORTH OF THE CENTER OF BOULEVARD, AND 0.2 METER (0.6 FT)
 BH1533'EAST OF WEST EDGE OF CONCRETE WINGWALL, IN TOP OF THE NORTHEAST
 BH1533'CONCRETE WINGWALL OF BRIDGE OVER SMALL STREAM.
 BH1533
 BH1533                          STATION RECOVERY (2003)
 BH1533
 BH1533'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0225 ***********************************************************************
 BW0225  DESIGNATION -  D 235
 BW0225  PID         -  BW0225
 BW0225  STATE/COUNTY-  MS/PIKE
 BW0225  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0225
 BW0225                         *CURRENT SURVEY CONTROL
 BW0225  ___________________________________________________________________
 BW0225* NAD 83(1986)-  31 10 48.     (N)    090 26 42.     (W)     SCALED    
 BW0225* NAVD 88     -       104.087  (meters)     341.49   (feet)  ADJUSTED  
 BW0225  ___________________________________________________________________
 BW0225  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BW0225  DYNAMIC HT  -         103.956 (meters)     341.06  (feet)  COMP
 BW0225  MODELED GRAV-     979,385.8   (mgal)                       NAVD 88
 BW0225
 BW0225  VERT ORDER  -  FIRST     CLASS I
 BW0225
 BW0225.The horizontal coordinates were scaled from a topographic map and have
 BW0225.an estimated accuracy of +/- 6 seconds.
 BW0225
 BW0225.The orthometric height was determined by differential leveling
 BW0225.and adjusted in February 1994.
 BW0225
 BW0225.The geoid height was determined by GEOID03.
 BW0225
 BW0225.The dynamic height is computed by dividing the NAVD 88
 BW0225.geopotential number by the normal gravity value computed on the
 BW0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0225.degrees latitude (g = 980.6199 gals.).
 BW0225
 BW0225.The modeled gravity was interpolated from observed gravity values.
 BW0225
 BW0225;                    North         East    Units  Estimated Accuracy
 BW0225;SPC MS W     -   186,240.      689,360.      MT  (+/- 180 meters Scaled)
 BW0225
 BW0225                          SUPERSEDED SURVEY CONTROL
 BW0225
 BW0225  NAVD 88 (06/15/91)  104.118  (m)          341.59   (f) UNKNOWN     1 1
 BW0225  NGVD 29 (??/??/??)  104.107  (m)          341.56   (f) ADJUSTED    1 1
 BW0225
 BW0225.Superseded values are not recommended for survey control.
 BW0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0225.See file dsdata.txt to determine how the superseded data were derived.
 BW0225
 BW0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ434523(NAD 83)
 BW0225_MARKER: DB = BENCH MARK DISK
 BW0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0225_SP_SET: BRIDGE ABUTMENT
 BW0225_STAMPING: D 235 1969
 BW0225_MARK LOGO: CGS   
 BW0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0225+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0225
 BW0225  HISTORY     - Date     Condition        Report By
 BW0225  HISTORY     - 1969     MONUMENTED       CGS
 BW0225  HISTORY     - 1983     GOOD             USGS
 BW0225  HISTORY     - 19920714 GOOD             NGS
 BW0225
 BW0225                          STATION DESCRIPTION
 BW0225
 BW0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0225'2.8 MI N FROM MAGNOLIA.
 BW0225'ABOUT 2.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0225'CROSSING OF STATE HIGHWAY 48 AT MAGNOLIA, 0.55 MILE SOUTH OF THE
 BW0225'CROSSING OF A BLACK TOP ROAD AT FERNWOOD, 0.35 MILE SOUTH OF MILEPOST
 BW0225'811, SET ON THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT FOR
 BW0225'A 16-FOOT CONCRETE BRIDGE, 174 FEET SOUTH OF THE CENTER OF A GRAVEL
 BW0225'ROAD CROSSING, 21 FEET EAST OF AND ACROSS TWO SIDE TRACKS FROM THE
 BW0225'EAST RAIL OF THE MAIN TRACK, 6.5 FEET EAST OF THE EAST RAIL OF A SIDE
 BW0225'TRACK, AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BW0225
 BW0225                          STATION RECOVERY (1983)
 BW0225
 BW0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BW0225'RECOVERED IN GOOD CONDITION.
 BW0225
 BW0225                          STATION RECOVERY (1992)
 BW0225
 BW0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0225'5.9 KM (3.65 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0225'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, IN TOP OF AND 3.1 M
 BW0225'(10.2 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A
 BW0225'RAILROAD BRIDGE SPANNING A CREEK, 0.6 KM (0.35 MI) SOUTH OF MILEPOST
 BW0225'811, 53.0 M (173.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.4 M
 BW0225'(21.0 FT) EAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 BW0225'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0880 ***********************************************************************
 BH0880  DESIGNATION -  D 236
 BH0880  PID         -  BH0880
 BH0880  STATE/COUNTY-  MS/HARRISON
 BH0880  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0880
 BH0880                         *CURRENT SURVEY CONTROL
 BH0880  ___________________________________________________________________
 BH0880* NAD 83(1986)-  30 22 20.     (N)    089 07 15.     (W)     SCALED    
 BH0880* NAVD 88     -         9.89   (+/-2cm)      32.4    (feet)  VERTCON   
 BH0880  ___________________________________________________________________
 BH0880  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BH0880  VERT ORDER  -  FIRST     CLASS I (See Below)
 BH0880
 BH0880.The horizontal coordinates were scaled from a topographic map and have
 BH0880.an estimated accuracy of +/- 6 seconds.
 BH0880
 BH0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0880.The vertical order pertains to the NGVD 29 superseded value.
 BH0880
 BH0880.The geoid height was determined by GEOID03.
 BH0880
 BH0880;                    North         East    Units  Estimated Accuracy
 BH0880;SPC MS E     -    96,720.      272,370.      MT  (+/- 180 meters Scaled)
 BH0880
 BH0880                          SUPERSEDED SURVEY CONTROL
 BH0880
 BH0880  NGVD 29 (??/??/??)    9.855  (m)           32.33   (f) ADJUSTED    1 1
 BH0880
 BH0880.Superseded values are not recommended for survey control.
 BH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0880.See file dsdata.txt to determine how the superseded data were derived.
 BH0880
 BH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU961619(NAD 83)
 BH0880_MARKER: DB = BENCH MARK DISK
 BH0880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH0880_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BH0880_STAMPING: D 236 1970
 BH0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0880
 BH0880  HISTORY     - Date     Condition        Report By
 BH0880  HISTORY     - 1970     MONUMENTED       NGS
 BH0880  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH0880  HISTORY     - 19880812 GOOD             USPSQD
 BH0880
 BH0880                          STATION DESCRIPTION
 BH0880
 BH0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0880'2.0 MI NW FROM GULFPORT.
 BH0880'ABOUT 1.25 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0880'THE UNION STATION AT GULFPORT, THENCE 0.75 MILE NORTH ALONG BROAD
 BH0880'AVENUE TO GATE NUMBER 3 OF THE U.S. NAVAL CONSTRUCTION BATTALION
 BH0880'CENTER, AT THE JUNCTION OF BROAD AVENUE AND ENGRAM AVENUE, 38 FEET
 BH0880'WEST OF THE EXTENDED CENTER LINE OF BROAD AVENUE, 16 FEET NORTH OF THE
 BH0880'CENTER LINE OF ENGRAM AVENUE, 52.5 FEET SOUTHWEST AND ACROSS ENGRAM
 BH0880'AVENUE FROM THE SOUTHWEST CORNER OF THE PORCH ON THE SENTRY BUILDING,
 BH0880'16.3 FEET WEST OF THE WEST SIDE OF THE BRICK PILLAR AT THE GATE, 1
 BH0880'FOOT NORTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 BH0880'LEVEL WITH ENGRAM AVENUE, AND BRAZED ON THE TOP OF A 4-INCH IRON PIPE
 BH0880'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. T 8S, R 11W..
 BH0880
 BH0880                          STATION RECOVERY (1976)
 BH0880
 BH0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0880'NOT RECOVERED.
 BH0880
 BH0880                          STATION RECOVERY (1988)
 BH0880
 BH0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0547 ***********************************************************************
 CP0547  DESIGNATION -  D 237
 CP0547  PID         -  CP0547
 CP0547  STATE/COUNTY-  MS/WARREN
 CP0547  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0547
 CP0547                         *CURRENT SURVEY CONTROL
 CP0547  ___________________________________________________________________
 CP0547* NAD 83(1986)-  32 20 39.     (N)    090 51 44.     (W)     SCALED    
 CP0547* NAVD 88     -        73.722  (meters)     241.87   (feet)  ADJUSTED  
 CP0547  ___________________________________________________________________
 CP0547  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0547  DYNAMIC HT  -          73.637 (meters)     241.59  (feet)  COMP
 CP0547  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CP0547
 CP0547  VERT ORDER  -  FIRST     CLASS I
 CP0547
 CP0547.The horizontal coordinates were scaled from a topographic map and have
 CP0547.an estimated accuracy of +/- 6 seconds.
 CP0547
 CP0547.The orthometric height was determined by differential leveling
 CP0547.and adjusted in June 1991.
 CP0547
 CP0547.The geoid height was determined by GEOID03.
 CP0547
 CP0547.The dynamic height is computed by dividing the NAVD 88
 CP0547.geopotential number by the normal gravity value computed on the
 CP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0547.degrees latitude (g = 980.6199 gals.).
 CP0547
 CP0547.The modeled gravity was interpolated from observed gravity values.
 CP0547
 CP0547;                    North         East    Units  Estimated Accuracy
 CP0547;SPC MS W     -   315,440.      650,210.      MT  (+/- 180 meters Scaled)
 CP0547
 CP0547                          SUPERSEDED SURVEY CONTROL
 CP0547
 CP0547  NGVD 29 (??/??/92)   73.775  (m)          242.04   (f) ADJ UNCH    1 1
 CP0547
 CP0547.Superseded values are not recommended for survey control.
 CP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0547.See file dsdata.txt to determine how the superseded data were derived.
 CP0547
 CP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR011805(NAD 83)
 CP0547_MARKER: DB = BENCH MARK DISK
 CP0547_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CP0547+WITH SETTING: INTO GROUND
 CP0547_STAMPING: D 237 1973
 CP0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0547+STABILITY: SURFACE MOTION
 CP0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0547+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0547
 CP0547  HISTORY     - Date     Condition        Report By
 CP0547  HISTORY     - 1973     MONUMENTED       NGS
 CP0547  HISTORY     - 20050319 GOOD             USPSQD
 CP0547
 CP0547                          STATION DESCRIPTION
 CP0547
 CP0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0547'1.40 MI E FROM VICKSBURG.
 CP0547'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND
 CP0547'COURTHOUSE AT VICKSBURG, THENCE 1.0 MILE EAST ALONG THE ILLINOIS
 CP0547'CENTRAL RAILROAD, AT THE MISSION 66 ROAD OVERPASS, 23.6 FEET SOUTH OF
 CP0547'THE SOUTH RAIL, 9.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL
 CP0547'AND CONCRETE PILLAR FOR THE OVERPASS, 0.9 FOOT WEST OF A METAL WITNESS
 CP0547'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAILS AND ON TOP OF A 6
 CP0547'1/2-FOOT LENGTH OF COPPER COATED ROD ATTACHED TO A METAL BASE PLATE.
 CP0547'THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND AND PROTECTED BY A
 CP0547'4-INCH IRON PIPE WHICH PROJECTS 4 INCHES.  SECTION 21, T 16N, R 3E.
 CP0547
 CP0547                          STATION RECOVERY (2005)
 CP0547
 CP0547'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 CP0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9099 ***********************************************************************
 AA9099  DESIGNATION -  D 238 RESET
 AA9099  PID         -  AA9099
 AA9099  STATE/COUNTY-  MS/TUNICA
 AA9099  USGS QUAD   -  HOLLYWOOD (1982)
 AA9099
 AA9099                         *CURRENT SURVEY CONTROL
 AA9099  ___________________________________________________________________
 AA9099* NAD 83(1986)-  34 42 59.     (N)    090 22 19.     (W)     SCALED    
 AA9099* NAVD 88     -        59.45   (meters)     195.0    (feet)  RESET     
 AA9099  ___________________________________________________________________
 AA9099  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AA9099  VERT ORDER  -  THIRD
 AA9099
 AA9099.The horizontal coordinates were scaled from a topographic map and have
 AA9099.an estimated accuracy of +/- 6 seconds.
 AA9099
 AA9099.The orthometric height was computed from unverified reset data.
 AA9099
 AA9099.The geoid height was determined by GEOID03.
 AA9099
 AA9099;                    North         East    Units  Estimated Accuracy
 AA9099;SPC MS W     -   578,410.      696,460.      MT  (+/- 180 meters Scaled)
 AA9099
 AA9099                          SUPERSEDED SURVEY CONTROL
 AA9099
 AA9099.No superseded survey control is available for this station.
 AA9099
 AA9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU406447(NAD 83)
 AA9099_MARKER: DV = VERTICAL CONTROL DISK
 AA9099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9099_SP_SET: CULVERT HEADWALL
 AA9099_STAMPING: D 238 RESET 1994
 AA9099_MARK LOGO: NGS   
 AA9099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9099+STABILITY: SURFACE MOTION
 AA9099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9099+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9099
 AA9099  HISTORY     - Date     Condition        Report By
 AA9099  HISTORY     - 1994     MONUMENTED       MSHD
 AA9099
 AA9099                          STATION DESCRIPTION
 AA9099
 AA9099'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994 (TM)
 AA9099'1.90 MI (3.06 KM) NORTH ALONG U.S.  HIGHWAY 61 FROM THE JUNCTION OF
 AA9099'STATE HIGHWAY 4 WEST AT TUNICA TO MARK ON THE RIGHT, IN SECTIION 21, T
 AA9099'4S, R 11W, SET IN TOP OF THE NORTHEAST END OF SOUTHEAST HEADWALL OF A
 AA9099'10 FOOT (3.0 M) BY 5 FOOT (1.5 M) DOUBLE CHANNEL CULVERT, 86.0 FT
 AA9099'(26.2 M) SOUTHEAST OF THE CENTER OF HIGHWAY 61 AND ABOUT 3 FEET (0.9
 AA9099'M) BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1336 ***********************************************************************
 DK1336  DESIGNATION -  D 239
 DK1336  PID         -  DK1336
 DK1336  STATE/COUNTY-  MS/WASHINGTON
 DK1336  USGS QUAD   -  GREENVILLE (1970)
 DK1336
 DK1336                         *CURRENT SURVEY CONTROL
 DK1336  ___________________________________________________________________
 DK1336* NAD 83(1986)-  33 23 08.     (N)    091 02 18.     (W)     SCALED    
 DK1336* NAVD 88     -        36.801  (meters)     120.74   (feet)  ADJUSTED  
 DK1336  ___________________________________________________________________
 DK1336  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DK1336  DYNAMIC HT  -          36.762 (meters)     120.61  (feet)  COMP
 DK1336  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DK1336
 DK1336  VERT ORDER  -  FIRST     CLASS I
 DK1336
 DK1336.The horizontal coordinates were scaled from a topographic map and have
 DK1336.an estimated accuracy of +/- 6 seconds.
 DK1336
 DK1336.The orthometric height was determined by differential leveling
 DK1336.and adjusted in July 1994.
 DK1336
 DK1336.The geoid height was determined by GEOID03.
 DK1336
 DK1336.The dynamic height is computed by dividing the NAVD 88
 DK1336.geopotential number by the normal gravity value computed on the
 DK1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1336.degrees latitude (g = 980.6199 gals.).
 DK1336
 DK1336.The modeled gravity was interpolated from observed gravity values.
 DK1336
 DK1336;                    North         East    Units  Estimated Accuracy
 DK1336;SPC MS W     -   431,020.      634,410.      MT  (+/- 180 meters Scaled)
 DK1336
 DK1336                          SUPERSEDED SURVEY CONTROL
 DK1336
 DK1336  NAVD 88 (06/15/91)   36.816  (m)          120.79   (f) UNKNOWN     1 1
 DK1336  NGVD 29 (??/??/??)   36.864  (m)          120.94   (f) ADJUSTED    1 1
 DK1336
 DK1336.Superseded values are not recommended for survey control.
 DK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1336.See file dsdata.txt to determine how the superseded data were derived.
 DK1336
 DK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS824957(NAD 83)
 DK1336_MARKER: DV = VERTICAL CONTROL DISK
 DK1336_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1336+WITH SETTING: INTO GROUND
 DK1336_SP_SET: METAL ROD WITH BASE PLATE
 DK1336_STAMPING: D 239 1973
 DK1336_MARK LOGO: NGS   
 DK1336_PROJECTION: RECESSED 5 CENTIMETERS
 DK1336_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1336+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1336_ROD/PIPE-DEPTH: 1.2  meters
 DK1336
 DK1336  HISTORY     - Date     Condition        Report By
 DK1336  HISTORY     - 1973     MONUMENTED       NGS
 DK1336  HISTORY     - 1974     GOOD             NGS
 DK1336  HISTORY     - 19920128 GOOD             NGS
 DK1336
 DK1336                          STATION DESCRIPTION
 DK1336
 DK1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1336'1.MI S FROM GREENVILLE.
 DK1336'ABOUT 1 MILE SOUTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION WITH
 DK1336'U.S. HIGHWAY 82, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF STATE
 DK1336'HIGHWAY 1 AND REED ROAD, 36.5 FEET EAST OF THE CENTER LINE OF THE
 DK1336'NORTH BOUND LANES OF THE HIGHWAY, 35.6 FEET WEST OF THE CENTER LINE OF
 DK1336'MARGARET BOULEVARD, 2.2 FEET SOUTH OF A POWER POLE SUPPORTING A
 DK1336'TRANSFORMER, 0.6 FOOT WEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL
 DK1336'OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 DK1336'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW
 DK1336'LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH STEEL PIPE THAT IS 0.1
 DK1336'FOOT BELOW LEVEL OF THE GROUND.  SEC. 23, T 18N, R 8W.
 DK1336
 DK1336                          STATION RECOVERY (1992)
 DK1336
 DK1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1336'IN GREENVILLE, AT THE INTERSECTION OF STATE HIGHWAY 1 AND REED ROAD,
 DK1336'77.1 M (253.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 11.2 M
 DK1336'(36.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DK1336'HIGHWAY, 10.8 M (35.4 FT) WEST OF THE CENTER OF MARGARET BOULEVARD,
 DK1336'4.6 M (15.1 FT) SOUTH OF THE EXTENDED CENTER OF ROSEDALE STREET, 1.0
 DK1336'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTH
 DK1336'OF UTILITY POLE NUMBER F1284 WITH A GUY CABLE AND TRANSFORMER.
 DK1336'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.1
 DK1336'M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0524 ***********************************************************************
 CP0524  DESIGNATION -  D 24
 CP0524  PID         -  CP0524
 CP0524  STATE/COUNTY-  MS/RANKIN
 CP0524  USGS QUAD   -  FLORENCE (1980)
 CP0524
 CP0524                         *CURRENT SURVEY CONTROL
 CP0524  ___________________________________________________________________
 CP0524* NAD 83(1986)-  32 13 16.     (N)    090 09 44.     (W)     SCALED    
 CP0524* NAVD 88     -        84.60   (+/-2cm)     277.6    (feet)  VERTCON   
 CP0524  ___________________________________________________________________
 CP0524  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0524
 CP0524.The horizontal coordinates were scaled from a topographic map and have
 CP0524.an estimated accuracy of +/- 6 seconds.
 CP0524
 CP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0524.The vertical order pertains to the NGVD 29 superseded value.
 CP0524
 CP0524.The geoid height was determined by GEOID03.
 CP0524
 CP0524;                    North         East    Units  Estimated Accuracy
 CP0524;SPC MS W     -   301,680.      716,130.      MT  (+/- 180 meters Scaled)
 CP0524
 CP0524                          SUPERSEDED SURVEY CONTROL
 CP0524
 CP0524  NGVD 29 (??/??/92)   84.602  (m)          277.57   (f) ADJ UNCH    2 0
 CP0524
 CP0524.Superseded values are not recommended for survey control.
 CP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0524.See file dsdata.txt to determine how the superseded data were derived.
 CP0524
 CP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR674684(NAD 83)
 CP0524_MARKER: DB = BENCH MARK DISK
 CP0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0524_STAMPING: D 24 1934
 CP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0524+STABILITY: SURFACE MOTION
 CP0524
 CP0524  HISTORY     - Date     Condition        Report By
 CP0524  HISTORY     - 1934     MONUMENTED       CGS
 CP0524  HISTORY     - 1977     GOOD             MSHD
 CP0524
 CP0524                          STATION DESCRIPTION
 CP0524
 CP0524'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0524'0.8 MI S FROM RICHLAND.
 CP0524'THE MARK IS LOCATED 0.8 MILE SOUTH OF THE CENTER OF RICHLAND IN THE
 CP0524'SOUTHWEST ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK AND A
 CP0524'BLACK TOP ROAD IN THE NORTHEAST 1/4 OF SECTION 2, T 4N, R 1E.  IT IS
 CP0524'42 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN RAILROAD BRIDGE, 73.5
 CP0524'FEET EAST OF A POWER POLE WITH A GUY WIRE, 32 FEET SOUTHWEST OF THE
 CP0524'SOUTHWEST RAIL OF THE I.C.G. RAILROAD TRACK, 33 FEET EAST OF THE
 CP0524'CENTER OF A GRAVELED ROAD, 22 FEET SOUTH OF THE CENTER OF A BLACK TOP
 CP0524'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 CP0524'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 CP0524'WITH THE GROUND.  NOTE-- TO REACH FROM THE FIRST MISSISSIPPI NATIONAL
 CP0524'BANK IN RICHLAND GO SOUTH ON U.S. HIGHWAY 49 FOR 1 MILE TO A CROSSROAD
 CP0524'AND THE RANKIN COUNTY BANK IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO
 CP0524'WEST ON A BLACK TOP ROAD FOR 0.45 MILE TO A RAILROAD CROSSING AND THE
 CP0524'MARK ON THE LEFT JUST BEYOND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1324 ***********************************************************************
 DK1324  DESIGNATION -  D 240
 DK1324  PID         -  DK1324
 DK1324  STATE/COUNTY-  MS/WASHINGTON
 DK1324  USGS QUAD   -  AVON (1970)
 DK1324
 DK1324                         *CURRENT SURVEY CONTROL
 DK1324  ___________________________________________________________________
 DK1324* NAD 83(1986)-  33 13 45.     (N)    091 02 56.     (W)     SCALED    
 DK1324* NAVD 88     -        34.772  (meters)     114.08   (feet)  ADJUSTED  
 DK1324  ___________________________________________________________________
 DK1324  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK1324  DYNAMIC HT  -          34.735 (meters)     113.96  (feet)  COMP
 DK1324  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DK1324
 DK1324  VERT ORDER  -  FIRST     CLASS I
 DK1324
 DK1324.The horizontal coordinates were scaled from a topographic map and have
 DK1324.an estimated accuracy of +/- 6 seconds.
 DK1324
 DK1324.The orthometric height was determined by differential leveling
 DK1324.and adjusted in July 1994.
 DK1324
 DK1324.The geoid height was determined by GEOID03.
 DK1324
 DK1324.The dynamic height is computed by dividing the NAVD 88
 DK1324.geopotential number by the normal gravity value computed on the
 DK1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1324.degrees latitude (g = 980.6199 gals.).
 DK1324
 DK1324.The modeled gravity was interpolated from observed gravity values.
 DK1324
 DK1324;                    North         East    Units  Estimated Accuracy
 DK1324;SPC MS W     -   413,680.      633,310.      MT  (+/- 180 meters Scaled)
 DK1324
 DK1324                          SUPERSEDED SURVEY CONTROL
 DK1324
 DK1324  NAVD 88 (06/15/91)   34.765  (m)          114.06   (f) UNKNOWN     1 1
 DK1324  NGVD 29 (??/??/??)   34.808  (m)          114.20   (f) ADJUSTED    1 1
 DK1324
 DK1324.Superseded values are not recommended for survey control.
 DK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1324.See file dsdata.txt to determine how the superseded data were derived.
 DK1324
 DK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS818783(NAD 83)
 DK1324_MARKER: DV = VERTICAL CONTROL DISK
 DK1324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1324_SP_SET: COPPER-CLAD STEEL ROD
 DK1324_STAMPING: D 240 1973
 DK1324_MARK LOGO: NGS   
 DK1324_PROJECTION: FLUSH
 DK1324_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1324+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 DK1324_ROD/PIPE-DEPTH: 14.6 meters
 DK1324
 DK1324  HISTORY     - Date     Condition        Report By
 DK1324  HISTORY     - 1973     MONUMENTED       NGS
 DK1324  HISTORY     - 1974     GOOD             NGS
 DK1324  HISTORY     - 19920129 GOOD             NGS
 DK1324
 DK1324                          STATION DESCRIPTION
 DK1324
 DK1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1324'IN AVON.
 DK1324'AT THE AVON METHODIST CHURCH, 141.2 FEET WEST OF THE CENTER LINE OF
 DK1324'THE HIGHWAY, 106.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RED
 DK1324'BRICK CHURCH, 31.7 FEET NORTH OF THE CENTER LINE OF THE NORTH LEG OF
 DK1324'THE CIRCLE DRIVE TO THE CHURCH, 7.5 FEET SOUTHWEST OF A POWER POLE,
 DK1324'1.3 FEET SOUTH OF A FENCE, 0.7 FOOT EAST OF A METAL WITNESS POST, 5
 DK1324'FEET BELOW LEVEL OF THE HIGHWAY, ON TOP OF A COPPER COATED STEEL ROD,
 DK1324'0.1 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH STEEL
 DK1324'PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 DK1324'48 FEET.  SECTION 5, T 16N, R 8W.
 DK1324
 DK1324                          STATION RECOVERY (1992)
 DK1324
 DK1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1324'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1324'OF U.S. HIGHWAY 82 IN GREENVILLE, 43.1 M (141.4 FT) WEST OF THE
 DK1324'HIGHWAY CENTERLINE, 32.6 M (107.0 FT) NORTHEAST OF THE NORTHEAST
 DK1324'CORNER OF THE AVON UNITED METHODIST CHURCH, 9.7 M (31.8 FT) NORTH OF
 DK1324'THE CENTER OF A DRIVEWAY, 2.3 M (7.5 FT) SOUTHWEST OF A UTILITY POLE,
 DK1324'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 DK1324'EAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL
 DK1324'PIPE AND PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1015 ***********************************************************************
 DK1015  DESIGNATION -  D 241
 DK1015  PID         -  DK1015
 DK1015  STATE/COUNTY-  MS/BOLIVAR
 DK1015  USGS QUAD   -  BENOIT (1972)
 DK1015
 DK1015                         *CURRENT SURVEY CONTROL
 DK1015  ___________________________________________________________________
 DK1015* NAD 83(1986)-  33 37 41.     (N)    091 03 04.     (W)     SCALED    
 DK1015* NAVD 88     -        41.954  (meters)     137.64   (feet)  ADJUSTED  
 DK1015  ___________________________________________________________________
 DK1015  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1015  DYNAMIC HT  -          41.911 (meters)     137.50  (feet)  COMP
 DK1015  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DK1015
 DK1015  VERT ORDER  -  FIRST     CLASS I
 DK1015
 DK1015.The horizontal coordinates were scaled from a topographic map and have
 DK1015.an estimated accuracy of +/- 6 seconds.
 DK1015
 DK1015.The orthometric height was determined by differential leveling
 DK1015.and adjusted in June 1991.
 DK1015
 DK1015.The geoid height was determined by GEOID03.
 DK1015
 DK1015.The dynamic height is computed by dividing the NAVD 88
 DK1015.geopotential number by the normal gravity value computed on the
 DK1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1015.degrees latitude (g = 980.6199 gals.).
 DK1015
 DK1015.The modeled gravity was interpolated from observed gravity values.
 DK1015
 DK1015;                    North         East    Units  Estimated Accuracy
 DK1015;SPC MS W     -   457,930.      633,400.      MT  (+/- 180 meters Scaled)
 DK1015
 DK1015                          SUPERSEDED SURVEY CONTROL
 DK1015
 DK1015  NGVD 29 (??/??/??)   42.022  (m)          137.87   (f) ADJUSTED    1 1
 DK1015
 DK1015.Superseded values are not recommended for survey control.
 DK1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1015.See file dsdata.txt to determine how the superseded data were derived.
 DK1015
 DK1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT807226(NAD 83)
 DK1015_MARKER: DB = BENCH MARK DISK
 DK1015_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1015+WITH SETTING: INTO GROUND
 DK1015_STAMPING: D 241 1974
 DK1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1015+STABILITY: SURFACE MOTION
 DK1015
 DK1015  HISTORY     - Date     Condition        Report By
 DK1015  HISTORY     - 1974     MONUMENTED       NGS
 DK1015  HISTORY     - 19920127 MARK NOT FOUND   NGS
 DK1015
 DK1015                          STATION DESCRIPTION
 DK1015
 DK1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1015'2.70 MI NE FROM SCOTT.
 DK1015'ABOUT 2.70 MILES NORTHEAST ALONG STATE
 DK1015'HIGHWAY 1 FROM ITS JUNCTION WITH THE PAVED ROAD LEADING SOUTHEAST TO
 DK1015'SCOTT.  ALSO, 3 MILES SOUTHWEST OF BENOIT, AT THE JUNCTION OF A PAVED
 DK1015'ROAD LEADING NORTH TO BOLIVAR, 130 FEET NORTHWEST OF THE CENTER OF THE
 DK1015'JUNCTION, 67.8 FEET WEST AND ACROSS THE ROAD FROM A POWER POLE, 43
 DK1015'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF A FENCE,
 DK1015'0.5 FOOT WEST OF A METAL WITNESS POST, AND ON THE TOP OF A 4-FOOT
 DK1015'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 DK1015'DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 DK1015'PROJECTING 0.3 FOOT.  SECTION 11, T 21N, R 8W.
 DK1015
 DK1015                          STATION RECOVERY (1992)
 DK1015
 DK1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1015'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0569 ***********************************************************************
 DK0569  DESIGNATION -  D 242
 DK0569  PID         -  DK0569
 DK0569  STATE/COUNTY-  MS/BOLIVAR
 DK0569  USGS QUAD   -  GUNNISON (1969)
 DK0569
 DK0569                         *CURRENT SURVEY CONTROL
 DK0569  ___________________________________________________________________
 DK0569* NAD 83(1986)-  33 54 52.     (N)    090 58 28.     (W)     SCALED    
 DK0569* NAVD 88     -        45.574  (meters)     149.52   (feet)  ADJUSTED  
 DK0569  ___________________________________________________________________
 DK0569  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0569  DYNAMIC HT  -          45.528 (meters)     149.37  (feet)  COMP
 DK0569  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 DK0569
 DK0569  VERT ORDER  -  FIRST     CLASS I
 DK0569
 DK0569.The horizontal coordinates were scaled from a topographic map and have
 DK0569.an estimated accuracy of +/- 6 seconds.
 DK0569
 DK0569.The orthometric height was determined by differential leveling
 DK0569.and adjusted in July 1994.
 DK0569
 DK0569.The geoid height was determined by GEOID03.
 DK0569
 DK0569.The dynamic height is computed by dividing the NAVD 88
 DK0569.geopotential number by the normal gravity value computed on the
 DK0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0569.degrees latitude (g = 980.6199 gals.).
 DK0569
 DK0569.The modeled gravity was interpolated from observed gravity values.
 DK0569
 DK0569;                    North         East    Units  Estimated Accuracy
 DK0569;SPC MS W     -   489,640.      640,710.      MT  (+/- 180 meters Scaled)
 DK0569
 DK0569                          SUPERSEDED SURVEY CONTROL
 DK0569
 DK0569  NAVD 88 (06/15/91)   45.561  (m)          149.48   (f) UNKNOWN     1 1
 DK0569  NGVD 29 (??/??/??)   45.622  (m)          149.68   (f) ADJUSTED    1 1
 DK0569
 DK0569.Superseded values are not recommended for survey control.
 DK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0569.See file dsdata.txt to determine how the superseded data were derived.
 DK0569
 DK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT872545(NAD 83)
 DK0569_MARKER: DV = VERTICAL CONTROL DISK
 DK0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0569_SP_SET: COPPER-CLAD STEEL ROD
 DK0569_STAMPING: D 242 1974
 DK0569_MARK LOGO: NGS   
 DK0569_PROJECTION: RECESSED 5 CENTIMETERS
 DK0569_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0569+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DK0569_ROD/PIPE-DEPTH: 14.6 meters
 DK0569
 DK0569  HISTORY     - Date     Condition        Report By
 DK0569  HISTORY     - 1974     MONUMENTED       NGS
 DK0569  HISTORY     - 19920124 GOOD             NGS
 DK0569  HISTORY     - 20030714 GOOD             USACE
 DK0569
 DK0569                          STATION DESCRIPTION
 DK0569
 DK0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0569'2.65 MI SW FROM GUNNISON.
 DK0569'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 DK0569'BAPTIST CHURCH AT GUNNISON, AT THE WAXHAW BAPTIST CHURCH, 189 FEET
 DK0569'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF THE
 DK0569'WEST CORNER OF THE WHITE SHINGLED CHURCH BUILDING, 22.3 FEET NORTHEAST
 DK0569'OF THE CENTER LINE OF THE PAVED ROAD LEADING SOUTHEAST, 4.4 FEET
 DK0569'SOUTHEAST OF AN 18-INCH OAK TREE, 3.1 FEET NORTHWEST OF A POWER POLE
 DK0569'SUPPORTING A STREET LAMP, 0.5 FOOT BELOW LEVEL OF THE ROAD AND ON TOP
 DK0569'OF A COPPER COATED STEEL ROD, 0.2 FOOT BELOW LEVEL OF THE GROUND AND
 DK0569'PROTECTED IN A 4-INCH STEEL PIPE THAT IS FLUSH WITH THE GROUND. THE
 DK0569'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  SECTION 24, T 24N, R 8W.
 DK0569
 DK0569                          STATION RECOVERY (1992)
 DK0569
 DK0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0569'9.5 KM (5.90 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK0569'OF STATE HIGHWAY 8 IN ROSEDALE, 56.1 M (184.1 FT) SOUTHEAST OF THE
 DK0569'HIGHWAY CENTERLINE, 14.6 M (47.9 FT) SOUTHWEST OF THE WEST CORNER OF
 DK0569'THE WAXHAW BAPTIST CHURCH, 6.5 M (21.3 FT) NORTHEAST OF AND LEVEL
 DK0569'WITH THE CENTER OF A PAVED ROAD, AND 0.9 M (3.0 FT) NORTHWEST OF A
 DK0569'UTILITY LIGHT POLE.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE
 DK0569'AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DK0569
 DK0569                          STATION RECOVERY (2003)
 DK0569
 DK0569'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0108 ***********************************************************************
 EH0108  DESIGNATION -  D 243
 EH0108  PID         -  EH0108
 EH0108  STATE/COUNTY-  MS/TUNICA
 EH0108  USGS QUAD   -  BANKS (1982)
 EH0108
 EH0108                         *CURRENT SURVEY CONTROL
 EH0108  ___________________________________________________________________
 EH0108* NAD 83(1986)-  34 49 25.     (N)    090 14 13.     (W)     SCALED    
 EH0108* NAVD 88     -        60.761  (meters)     199.35   (feet)  ADJUSTED  
 EH0108  ___________________________________________________________________
 EH0108  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EH0108  DYNAMIC HT  -          60.703 (meters)     199.16  (feet)  COMP
 EH0108  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 EH0108
 EH0108  VERT ORDER  -  FIRST     CLASS I
 EH0108
 EH0108.The horizontal coordinates were scaled from a topographic map and have
 EH0108.an estimated accuracy of +/- 6 seconds.
 EH0108
 EH0108.The orthometric height was determined by differential leveling
 EH0108.and adjusted in July 1994.
 EH0108
 EH0108.The geoid height was determined by GEOID03.
 EH0108
 EH0108.The dynamic height is computed by dividing the NAVD 88
 EH0108.geopotential number by the normal gravity value computed on the
 EH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0108.degrees latitude (g = 980.6199 gals.).
 EH0108
 EH0108.The modeled gravity was interpolated from observed gravity values.
 EH0108
 EH0108;                    North         East    Units  Estimated Accuracy
 EH0108;SPC MS W     -   590,310.      708,820.      MT  (+/- 180 meters Scaled)
 EH0108
 EH0108                          SUPERSEDED SURVEY CONTROL
 EH0108
 EH0108  NAVD 88 (06/15/91)   60.765  (m)          199.36   (f) UNKNOWN     1 1
 EH0108  NGVD 29 (??/??/??)   60.777  (m)          199.40   (f) ADJUSTED    1 1
 EH0108
 EH0108.Superseded values are not recommended for survey control.
 EH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0108.See file dsdata.txt to determine how the superseded data were derived.
 EH0108
 EH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU527569(NAD 83)
 EH0108_MARKER: DV = VERTICAL CONTROL DISK
 EH0108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH0108_SP_SET: ABUTMENT
 EH0108_STAMPING: D 243 1974
 EH0108_MARK LOGO: NGS   
 EH0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0108+STABILITY: SURFACE MOTION
 EH0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0108+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0108
 EH0108  HISTORY     - Date     Condition        Report By
 EH0108  HISTORY     - 1974     MONUMENTED       NGS
 EH0108  HISTORY     - 19911112 GOOD             NGS
 EH0108  HISTORY     - 20030528 POOR             USACE
 EH0108
 EH0108                          STATION DESCRIPTION
 EH0108
 EH0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0108'0.5 MI WSW FROM BANKS.
 EH0108'ABOUT 0.5 MILE WEST-SOTHWEST ALONG STATE HIGHWAY 304 FROM THE CROSSING
 EH0108'WITH THE ILLINOIS CENTRAL RAILROAD AT BANKS, 0.25 MILE WEST OF THE
 EH0108'INTERSECTION WITH STATE HIGHWAY 3, AT AN 80 FOOT LONG CONCRETE HIGHWAY
 EH0108'BRIDGE, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 EH0108'BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTHWEST CORNER
 EH0108'OF THE SOUTH END OF THE EAST CONCRETE SEAT OF BRIDGE. SECTION 14, T
 EH0108'3S, R 10W.
 EH0108
 EH0108                          STATION RECOVERY (1991)
 EH0108
 EH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0108'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0108'OFFICE IN WALLS, THENCE 6.0 KM (3.70 MI) EASTERLY ALONG STATE HIGHWAY
 EH0108'304, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE EAST
 EH0108'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING A CREEK, 4.9 M
 EH0108'(16.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 0.4 M (1.3 FT) BELOW
 EH0108'THE LEVEL OF THE HIGHWAY.
 EH0108
 EH0108                          STATION RECOVERY (2003)
 EH0108
 EH0108'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0108'MARK DESTROYED, BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0401 ***********************************************************************
 EH0401  DESIGNATION -  D 244
 EH0401  PID         -  EH0401
 EH0401  STATE/COUNTY-  MS/COAHOMA
 EH0401  USGS QUAD   -  FRIARS POINT (1964)
 EH0401
 EH0401                         *CURRENT SURVEY CONTROL
 EH0401  ___________________________________________________________________
 EH0401* NAD 83(1986)-  34 16 45.     (N)    090 39 31.     (W)     SCALED    
 EH0401* NAVD 88     -        51.760  (meters)     169.82   (feet)  ADJUSTED  
 EH0401  ___________________________________________________________________
 EH0401  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EH0401  DYNAMIC HT  -          51.709 (meters)     169.65  (feet)  COMP
 EH0401  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 EH0401
 EH0401  VERT ORDER  -  FIRST     CLASS I
 EH0401
 EH0401.The horizontal coordinates were scaled from a topographic map and have
 EH0401.an estimated accuracy of +/- 6 seconds.
 EH0401
 EH0401.The orthometric height was determined by differential leveling
 EH0401.and adjusted in June 1991.
 EH0401
 EH0401.The geoid height was determined by GEOID03.
 EH0401
 EH0401.The dynamic height is computed by dividing the NAVD 88
 EH0401.geopotential number by the normal gravity value computed on the
 EH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0401.degrees latitude (g = 980.6199 gals.).
 EH0401
 EH0401.The modeled gravity was interpolated from observed gravity values.
 EH0401
 EH0401;                    North         East    Units  Estimated Accuracy
 EH0401;SPC MS W     -   529,960.      670,050.      MT  (+/- 180 meters Scaled)
 EH0401
 EH0401                          SUPERSEDED SURVEY CONTROL
 EH0401
 EH0401  NGVD 29 (??/??/??)   51.815  (m)          170.00   (f) ADJUSTED    1 1
 EH0401
 EH0401.Superseded values are not recommended for survey control.
 EH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0401.See file dsdata.txt to determine how the superseded data were derived.
 EH0401
 EH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT155955(NAD 83)
 EH0401_MARKER: DV = VERTICAL CONTROL DISK
 EH0401_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0401+WITH SETTING: INTO GROUND
 EH0401_SP_SET: METAL ROD WITH BASE PLATE
 EH0401_STAMPING: D 244 1974
 EH0401_MARK LOGO: NGS   
 EH0401_PROJECTION: FLUSH
 EH0401_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0401+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0401_ROD/PIPE-DEPTH: 1.2  meters
 EH0401
 EH0401  HISTORY     - Date     Condition        Report By
 EH0401  HISTORY     - 1974     MONUMENTED       NGS
 EH0401  HISTORY     - 1983     GOOD             USPSQD
 EH0401  HISTORY     - 19920123 GOOD             NGS
 EH0401  HISTORY     - 20030611 GOOD             USACE
 EH0401
 EH0401                          STATION DESCRIPTION
 EH0401
 EH0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0401'5.50 MI NE FROM SHERARD.
 EH0401'ABOUT 5.50 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 EH0401'WITH STATE HIGHWAY 322, AT THE JUNCTION OF A FIELD ROAD LEADING
 EH0401'SOUTHEAST, 59.6 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26.4
 EH0401'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 190 FEET
 EH0401'NORTH-NORTHEAST OF THE NORTHWEST ONE OF SEVEN LONE SWEET GUM TREES IN
 EH0401'A ROW AND IN A CULTIVATED FIELD, 3.1 FEET NORTHEAST OF A POWER POLE,
 EH0401'0.7 FOOT SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE
 EH0401'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 EH0401'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF
 EH0401'THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE
 EH0401'GROUND.  SECTION 30 ,T 28N ,R 4W.
 EH0401
 EH0401                          STATION RECOVERY (1983)
 EH0401
 EH0401'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0401'RECOVERED IN GOOD CONDITION.
 EH0401
 EH0401                          STATION RECOVERY (1992)
 EH0401
 EH0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0401'9.2 KM (5.70 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH0401'OF STATE HIGHWAY 322 IN SHERARD, 18.2 M (59.7 FT) SOUTHEAST OF THE
 EH0401'HIGHWAY CENTERLINE, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A
 EH0401'FIELD ENTRANCE, 1.0 M (3.3 FT) NORTHEAST OF A UTILITY POLE, 1.0 M
 EH0401'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTHWEST
 EH0401'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 EH0401'AND IS FLUSH WITH THE GROUND SURFACE.
 EH0401
 EH0401                          STATION RECOVERY (2003)
 EH0401
 EH0401'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0072 ***********************************************************************
 EH0072  DESIGNATION -  D 245
 EH0072  PID         -  EH0072
 EH0072  STATE/COUNTY-  MS/TUNICA
 EH0072  USGS QUAD   -  DUNDEE (1982)
 EH0072
 EH0072                         *CURRENT SURVEY CONTROL
 EH0072  ___________________________________________________________________
 EH0072* NAD 83(1986)-  34 32 22.     (N)    090 25 13.     (W)     SCALED    
 EH0072* NAVD 88     -        55.040  (meters)     180.58   (feet)  ADJUSTED  
 EH0072  ___________________________________________________________________
 EH0072  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EH0072  DYNAMIC HT  -          54.987 (meters)     180.40  (feet)  COMP
 EH0072  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 EH0072
 EH0072  VERT ORDER  -  FIRST     CLASS I
 EH0072
 EH0072.The horizontal coordinates were scaled from a topographic map and have
 EH0072.an estimated accuracy of +/- 6 seconds.
 EH0072
 EH0072.The orthometric height was determined by differential leveling
 EH0072.and adjusted in July 1994.
 EH0072
 EH0072.The geoid height was determined by GEOID03.
 EH0072
 EH0072.The dynamic height is computed by dividing the NAVD 88
 EH0072.geopotential number by the normal gravity value computed on the
 EH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0072.degrees latitude (g = 980.6199 gals.).
 EH0072
 EH0072.The modeled gravity was interpolated from observed gravity values.
 EH0072
 EH0072;                    North         East    Units  Estimated Accuracy
 EH0072;SPC MS W     -   558,790.      692,020.      MT  (+/- 180 meters Scaled)
 EH0072
 EH0072                          SUPERSEDED SURVEY CONTROL
 EH0072
 EH0072  NAVD 88 (06/15/91)   55.051  (m)          180.61   (f) UNKNOWN     1 1
 EH0072  NGVD 29 (??/??/??)   55.091  (m)          180.74   (f) ADJUSTED    1 1
 EH0072
 EH0072.Superseded values are not recommended for survey control.
 EH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0072.See file dsdata.txt to determine how the superseded data were derived.
 EH0072
 EH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU367249(NAD 83)
 EH0072_MARKER: DV = VERTICAL CONTROL DISK
 EH0072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0072+WITH SETTING: INTO GROUND
 EH0072_SP_SET: METAL ROD WITH BASE PLATE
 EH0072_STAMPING: D 245 1974
 EH0072_MARK LOGO: NGS   
 EH0072_PROJECTION: FLUSH
 EH0072_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0072+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0072_ROD/PIPE-DEPTH: 1.2  meters
 EH0072
 EH0072  HISTORY     - Date     Condition        Report By
 EH0072  HISTORY     - 1974     MONUMENTED       NGS
 EH0072  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0072  HISTORY     - 19920122 GOOD             NGS
 EH0072  HISTORY     - 20030528 GOOD             USACE
 EH0072
 EH0072                          STATION DESCRIPTION
 EH0072
 EH0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0072'6.85 MI SW FROM EVANSVILLE.
 EH0072'ABOUT 6.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION
 EH0072'WITH STATE HIGHWAY 4, ABOUT 0.05 MILE SOUTHWEST OF THE HIGHWAY BRIDGE
 EH0072'OVER OAK LAKE, AT THE ENTRANCE TO A SMALL ROADSIDE PARK, 61 FEET
 EH0072'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 38.4 FEET NORTH OF
 EH0072'THE CENTER LINE OF THE PARK DRIVE, 4 FEET BELOW LEVEL OF THE HIGHWAY
 EH0072'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 EH0072'A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOWW LEVEL OF THE GROUND
 EH0072'AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECING 0.1 FOOT. ALSO, 6.20
 EH0072'MILES NORTHEAST OF LULA.  SECTION 24, T 6S, R 12W.
 EH0072
 EH0072                          STATION RECOVERY (1983)
 EH0072
 EH0072'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0072'MARK NOT FOUND.
 EH0072
 EH0072                          STATION RECOVERY (1992)
 EH0072
 EH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0072'17.2 KM (10.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 EH0072'OF STATE HIGHWAY 4 IN TUNICA, 93.3 M (306.1 FT) SOUTH OF THE
 EH0072'SOUTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING COW OAK LAKE, 18.4 M
 EH0072'(60.4 FT) EAST OF THE HIGHWAY CENTERLINE, 12.4 M (40.7 FT) NORTH OF
 EH0072'THE CENTER OF A DIRT ROAD LEADING NORTHEAST TO THE LAKE. 9.0 M
 EH0072'(29.5 FT) NORTH-NORTHEAST OF THE NORTH END OF A PIPE CULVERT, 1.0 M
 EH0072'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A
 EH0072'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 EH0072'FLUSH WITH THE GROUND SURFACE.
 EH0072
 EH0072                          STATION RECOVERY (2003)
 EH0072
 EH0072'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0745 ***********************************************************************
 CO0745  DESIGNATION -  D 25
 CO0745  PID         -  CO0745
 CO0745  STATE/COUNTY-  MS/SCOTT
 CO0745  USGS QUAD   -  FOREST (1982)
 CO0745
 CO0745                         *CURRENT SURVEY CONTROL
 CO0745  ___________________________________________________________________
 CO0745* NAD 83(1986)-  32 21 37.     (N)    089 28 26.     (W)     SCALED    
 CO0745* NAVD 88     -       145.532  (meters)     477.47   (feet)  ADJUSTED  
 CO0745  ___________________________________________________________________
 CO0745  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CO0745  DYNAMIC HT  -         145.362 (meters)     476.91  (feet)  COMP
 CO0745  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CO0745
 CO0745  VERT ORDER  -  FIRST     CLASS I
 CO0745
 CO0745.The horizontal coordinates were scaled from a topographic map and have
 CO0745.an estimated accuracy of +/- 6 seconds.
 CO0745
 CO0745.The orthometric height was determined by differential leveling
 CO0745.and adjusted in June 1991.
 CO0745
 CO0745.The geoid height was determined by GEOID03.
 CO0745
 CO0745.The dynamic height is computed by dividing the NAVD 88
 CO0745.geopotential number by the normal gravity value computed on the
 CO0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0745.degrees latitude (g = 980.6199 gals.).
 CO0745
 CO0745.The modeled gravity was interpolated from observed gravity values.
 CO0745
 CO0745;                    North         East    Units  Estimated Accuracy
 CO0745;SPC MS E     -   317,280.      239,710.      MT  (+/- 180 meters Scaled)
 CO0745
 CO0745                          SUPERSEDED SURVEY CONTROL
 CO0745
 CO0745  NGVD 29 (??/??/??)  145.527  (m)          477.45   (f) ADJUSTED    1 1
 CO0745
 CO0745.Superseded values are not recommended for survey control.
 CO0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0745.See file dsdata.txt to determine how the superseded data were derived.
 CO0745
 CO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA672830(NAD 83)
 CO0745_MARKER: DB = BENCH MARK DISK
 CO0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0745_SP_SET: FOUNDATION
 CO0745_STAMPING: D 25 1934
 CO0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0745
 CO0745  HISTORY     - Date     Condition        Report By
 CO0745  HISTORY     - 1934     MONUMENTED       CGS
 CO0745  HISTORY     - 1968     GOOD             NGS
 CO0745  HISTORY     - 1978     POOR             USGS
 CO0745
 CO0745                          STATION DESCRIPTION
 CO0745
 CO0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0745'0.15 MI S FROM FOREST.
 CO0745'ABOUT 0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE SCOTT COUNTY
 CO0745'COURTHOUSE AT FOREST, 194 1/2 FEET EAST OF THE CENTERLINE OF SOUTH
 CO0745'MAIN STREET, 130 FEET SOUTH AND ACROSS THE TRACK FROM THE ILLINOIS
 CO0745'CENTRAL RAILROAD STATION, 85 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CO0745'TRACK, 45 FEET NORTH OF THE CENTERLINE OF OAK STREET, SET IN THE TOP
 CO0745'OF THE NORTHEAST CORNER OF THE CENTER CONCRETE FOUNDATION FOR A WATER
 CO0745'TANK WHICH HAS BEEN DISMANTLED, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 CO0745'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 16, T 6N,
 CO0745'R 8E.
 CO0745
 CO0745                          STATION RECOVERY (1978)
 CO0745
 CO0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CO0745'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1072 ***********************************************************************
 CO1072  DESIGNATION -  D 251
 CO1072  PID         -  CO1072
 CO1072  STATE/COUNTY-  MS/LAUDERDALE
 CO1072  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1072
 CO1072                         *CURRENT SURVEY CONTROL
 CO1072  ___________________________________________________________________
 CO1072* NAD 83(1986)-  32 18 44.     (N)    088 41 31.     (W)     SCALED    
 CO1072* NAVD 88     -       197.042  (meters)     646.46   (feet)  ADJUSTED  
 CO1072  ___________________________________________________________________
 CO1072  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CO1072  DYNAMIC HT  -         196.808 (meters)     645.69  (feet)  COMP
 CO1072  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 CO1072
 CO1072  VERT ORDER  -  FIRST     CLASS II
 CO1072
 CO1072.The horizontal coordinates were scaled from a topographic map and have
 CO1072.an estimated accuracy of +/- 6 seconds.
 CO1072
 CO1072.The orthometric height was determined by differential leveling
 CO1072.and adjusted in June 1991.
 CO1072
 CO1072.The geoid height was determined by GEOID03.
 CO1072
 CO1072.The dynamic height is computed by dividing the NAVD 88
 CO1072.geopotential number by the normal gravity value computed on the
 CO1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1072.degrees latitude (g = 980.6199 gals.).
 CO1072
 CO1072.The modeled gravity was interpolated from observed gravity values.
 CO1072
 CO1072;                    North         East    Units  Estimated Accuracy
 CO1072;SPC MS E     -   311,780.      313,310.      MT  (+/- 180 meters Scaled)
 CO1072
 CO1072                          SUPERSEDED SURVEY CONTROL
 CO1072
 CO1072  NGVD 29 (??/??/??)  197.026  (m)          646.41   (f) ADJUSTED    1 2
 CO1072
 CO1072.Superseded values are not recommended for survey control.
 CO1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1072.See file dsdata.txt to determine how the superseded data were derived.
 CO1072
 CO1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA407763(NAD 83)
 CO1072_MARKER: DB = BENCH MARK DISK
 CO1072_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO1072_SP_SET: COPPER-CLAD STEEL ROD
 CO1072_STAMPING: D 251 1980
 CO1072_MARK LOGO: NGS   
 CO1072_PROJECTION: RECESSED 5 CENTIMETERS
 CO1072_MAGNETIC: I = MARKER IS A STEEL ROD
 CO1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1072+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1990
 CO1072_ROD/PIPE-DEPTH: 6.09 meters
 CO1072
 CO1072  HISTORY     - Date     Condition        Report By
 CO1072  HISTORY     - 1980     MONUMENTED       NGS
 CO1072  HISTORY     - 19900322 GOOD             MSHD
 CO1072
 CO1072                          STATION DESCRIPTION
 CO1072
 CO1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1072'4.99 KM SOUTH FROM MERIDIAN.
 CO1072'4.988 KILMETERS (3.1 MILES) SOUTH ALONG U.S. HIGHWAY 45 THE OVERPASS
 CO1072'OF INTERSTATES 20 AND 59 IN MERIDIAN, AT THE NORTHEAST CORNER OF A
 CO1072'5-FOOT CHAIN LINK FENCE AROUND A WATER TOWER AT RADIO STATION WJDQ,
 CO1072'15.2 METERS (50 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 11.5
 CO1072'METERS (37.7 FEET SOUTHWEST OF POWER POLE NUMBER 107 WITH THREE
 CO1072'TRANSFORMERS AND A BRACE POLE, AND 0.46 METERS (1.5 FEET) NORTH OF
 CO1072'THE NORTHEAST CORNER OF THE FENCE.
 CO1072'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CO1072'THE MARK IS 1 M ABOVE HIGHWAY.
 CO1072
 CO1072                          STATION RECOVERY (1990)
 CO1072
 CO1072'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1072'MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) SOUTH OF MERIDIAN ON THE WEST
 CO1072'R.O.W. OF U.S. HIGHWAY 45, NEAR A WATER TANK AT THE A.L. WILLIAMS
 CO1072'COMPANY AND IS IN SECTION 6, T 5N, R 16E.
 CO1072'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO1072'BYPASS ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO NORTH ON OLD HIGHWAY
 CO1072'45 FOR 0.75 MI (1.21 KM) TO THE WATER TANK AND THE MARK ON THE LEFT.
 CO1072'MARK IS A STANDARD NGS DISK ON TOP OF A COPPER COATED STEEL ROD
 CO1072'ENCASED IN A 5 INCH PLASTIC PIPE, ABOUT 1.5 FT (0.5 M) ABOVE THE
 CO1072'LEVEL OF THE HIGHWAY, 3 INCHES BELOW THE GROUND, 137 FT (41.8 M) EAST
 CO1072'OF THE SOUTHEAST CORNER OF THE OFFICE COMPLEX, 95 FT (29.0 M) NORTH
 CO1072'OF THE CENTER OF THE SOUTH END OF A CIRCULAR DRIVE, 50.5 FT (15.4 M)
 CO1072'WEST OF THE CENTER OF HIGHWAY 45, 1.3 FT (0.4 M) NORTH OF THE
 CO1072'NORTHEAST CORNER OF A CYCLONE FENCE AROUND A WATER TANK AND 0.65 FT
 CO1072'(0.20 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0965 ***********************************************************************
 CO0965  DESIGNATION -  D 26
 CO0965  PID         -  CO0965
 CO0965  STATE/COUNTY-  MS/LEAKE
 CO0965  USGS QUAD   -  SINGLETON (1989)
 CO0965
 CO0965                         *CURRENT SURVEY CONTROL
 CO0965  ___________________________________________________________________
 CO0965* NAD 83(1986)-  32 52 34.     (N)    089 31 49.     (W)     SCALED    
 CO0965* NAVD 88     -       125.832  (meters)     412.83   (feet)  ADJUSTED  
 CO0965  ___________________________________________________________________
 CO0965  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO0965  DYNAMIC HT  -         125.692 (meters)     412.37  (feet)  COMP
 CO0965  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CO0965
 CO0965  VERT ORDER  -  SECOND    CLASS 0
 CO0965
 CO0965.The horizontal coordinates were scaled from a topographic map and have
 CO0965.an estimated accuracy of +/- 6 seconds.
 CO0965
 CO0965.The orthometric height was determined by differential leveling
 CO0965.and adjusted in June 1991.
 CO0965
 CO0965.The geoid height was determined by GEOID03.
 CO0965
 CO0965.The dynamic height is computed by dividing the NAVD 88
 CO0965.geopotential number by the normal gravity value computed on the
 CO0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0965.degrees latitude (g = 980.6199 gals.).
 CO0965
 CO0965.The modeled gravity was interpolated from observed gravity values.
 CO0965
 CO0965;                    North         East    Units  Estimated Accuracy
 CO0965;SPC MS E     -   374,520.      234,780.      MT  (+/- 180 meters Scaled)
 CO0965
 CO0965                          SUPERSEDED SURVEY CONTROL
 CO0965
 CO0965  NGVD 29 (??/??/92)  125.839  (m)          412.86   (f) ADJ UNCH    2 0
 CO0965
 CO0965.Superseded values are not recommended for survey control.
 CO0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0965.See file dsdata.txt to determine how the superseded data were derived.
 CO0965
 CO0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB632403(NAD 83)
 CO0965_MARKER: DB = BENCH MARK DISK
 CO0965_SETTING: 0 = UNSPECIFIED SETTING
 CO0965_STAMPING: D26 1934
 CO0965_MARK LOGO: CGS   
 CO0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0965+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1988
 CO0965
 CO0965  HISTORY     - Date     Condition        Report By
 CO0965  HISTORY     - 1934     MONUMENTED       CGS
 CO0965  HISTORY     - 1964     GOOD             MSHD
 CO0965  HISTORY     - 19880413 GOOD             MSHD
 CO0965
 CO0965                          STATION DESCRIPTION
 CO0965
 CO0965'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0965'9.85 MI N FROM CARTHAGE.
 CO0965'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0965'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 9.85 MILES TO A GRAVEL ROAD ON
 CO0965'THE RIGHT, TURN RIGHT, NORTHEAST AND GO 0.3 MILE TO A BRIDGE AND THE
 CO0965'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 CO0965'IN THE TOP OF THE EAST CONCRETE WING WALL AT THE NORTH END OF A
 CO0965'BRIDGE, AND IS ABOUT LEVEL WITH THE GRAVEL ROAD.
 CO0965
 CO0965                          STATION RECOVERY (1988)
 CO0965
 CO0965'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0965'MARK IS LOCATED 15.46 KM (9.60 MI) NORTH OF CARTHAGE, 1.29 KM
 CO0965'(0.80 MI) SOUTH SOUTHEAST OF THE COMMUNITY OF SINGLETON, IN THE
 CO0965'SOUTHEAST QUARTER OF SECTION 24, T12 N, R7 R.
 CO0965'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0965'CARTHAGE, GO NORTH ON STATE HIGHWAY 35 FOR 4.03 KM (2.50 MI) TO THE
 CO0965'JUNCTION OF STATE HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 35 FOR 11.43
 CO0965'KM (7.10 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEAST ON A
 CO0965'GRAVEL ROAD FOR 0.48 KM (0.30 MI) TO THE BRIDGE AND THE MARK ON THE
 CO0965'RIGHT.
 CO0965'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 CO0965'ABUTMENT OF A 6.1 M (20.0 FT) CONCRETE BRIDGE, 3.05 M (10.0 FT) EAST
 CO0965'OF THE CENTER OF A GRAVEL ROAD, 0.15 M (0.5 FT) SOUTH OF A CARSONITE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1255 ***********************************************************************
 DJ1255  CBN         -  This is a Cooperative Base Network Control Station.
 DJ1255  DESIGNATION -  D 27
 DJ1255  PID         -  DJ1255
 DJ1255  STATE/COUNTY-  MS/CHOCTAW
 DJ1255  USGS QUAD   -  ACKERMAN (1972)
 DJ1255
 DJ1255                         *CURRENT SURVEY CONTROL
 DJ1255  ___________________________________________________________________
 DJ1255* NAD 83(2007)-  33 18 05.01924(N)    089 12 20.97354(W)     ADJUSTED  
 DJ1255* NAVD 88     -       159.947  (meters)     524.76   (feet)  ADJUSTED  
 DJ1255  ___________________________________________________________________
 DJ1255  EPOCH DATE  -        2002.00
 DJ1255  X           -      73,963.910 (meters)                     COMP
 DJ1255  Y           -  -5,335,793.381 (meters)                     COMP
 DJ1255  Z           -   3,482,017.191 (meters)                     COMP
 DJ1255  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DJ1255  ELLIP HEIGHT-         132.070 (meters)          (02/10/07) ADJUSTED
 DJ1255  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DJ1255  DYNAMIC HT  -         159.768 (meters)     524.17  (feet)  COMP
 DJ1255
 DJ1255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1255  Type    PID    Designation                      North   East  Ellip
 DJ1255  -------------------------------------------------------------------
 DJ1255  NETWORK DJ1255 D 27                              0.90   0.92   4.29
 DJ1255  -------------------------------------------------------------------
 DJ1255  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 DJ1255
 DJ1255  VERT ORDER  -  SECOND    CLASS 0
 DJ1255
 DJ1255.The horizontal coordinates were established by GPS observations
 DJ1255.and adjusted by the National Geodetic Survey in February 2007.
 DJ1255
 DJ1255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1255.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1255.The epoch date for horizontal control is a decimal equivalence
 DJ1255.of Year/Month/Day.
 DJ1255
 DJ1255.The orthometric height was determined by differential leveling
 DJ1255.and adjusted in June 1991.
 DJ1255
 DJ1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1255
 DJ1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1255
 DJ1255.The ellipsoidal height was determined by GPS observations
 DJ1255.and is referenced to NAD 83.
 DJ1255
 DJ1255.The geoid height was determined by GEOID03.
 DJ1255
 DJ1255.The dynamic height is computed by dividing the NAVD 88
 DJ1255.geopotential number by the normal gravity value computed on the
 DJ1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1255.degrees latitude (g = 980.6199 gals.).
 DJ1255
 DJ1255.The modeled gravity was interpolated from observed gravity values.
 DJ1255
 DJ1255;                    North         East     Units Scale Factor Converg.
 DJ1255;SPC MS E     -   421,526.379   265,309.838   MT  0.99996483   -0 12 16.3
 DJ1255;SPC MS E     - 1,382,957.80    870,437.36   sFT  0.99996483   -0 12 16.3
 DJ1255;UTM  16      - 3,686,871.570   294,624.068   MT  1.00012006   -1 12 41.5
 DJ1255
 DJ1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1255!SPC MS E     -   0.99997927  x   0.99996483  =   0.99994410
 DJ1255!UTM  16      -   0.99997927  x   1.00012006  =   1.00009932
 DJ1255
 DJ1255                          SUPERSEDED SURVEY CONTROL
 DJ1255
 DJ1255  ELLIP H (04/15/02)  132.062  (m)                       GP(       ) 4 2
 DJ1255  NAD 83(1993)-  33 18 05.01916(N)    089 12 20.97346(W) AD(       ) B
 DJ1255  ELLIP H (02/15/02)  132.060  (m)                       GP(       ) 4 1
 DJ1255  NGVD 29 (??/??/92)  159.907  (m)          524.63   (f) ADJ UNCH    2 0
 DJ1255
 DJ1255.Superseded values are not recommended for survey control.
 DJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1255.See file dsdata.txt to determine how the superseded data were derived.
 DJ1255
 DJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9462486872(NAD 83)
 DJ1255_MARKER: DB = BENCH MARK DISK
 DJ1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1255_SP_SET: CONCRETE CULVERT
 DJ1255_STAMPING: D-27 1934
 DJ1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1255+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 DJ1255
 DJ1255  HISTORY     - Date     Condition        Report By
 DJ1255  HISTORY     - 1934     MONUMENTED       CGS
 DJ1255  HISTORY     - 1963     GOOD             NGS
 DJ1255  HISTORY     - 1980     GOOD             MSHD
 DJ1255  HISTORY     - 20000228 GOOD             MSHD
 DJ1255  HISTORY     - 20050517 GOOD             INDIV
 DJ1255
 DJ1255                          STATION DESCRIPTION
 DJ1255
 DJ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1255'2.0 MI SW FROM ACKERMAN.
 DJ1255'ALONG THE ILLINOIS CENTRAL RAILROAD, 3 POLES SOUTHWEST OF MILEPOST NO.
 DJ1255'AJ-48, 100 FEET NORTHEAST OF PRIVATE ROAD CROSSING.  SET ON THE
 DJ1255'SOUTHWEST END OF THE NORTHWEST HEADWALL OF RAILROAD CULVERT.
 DJ1255
 DJ1255                          STATION RECOVERY (1963)
 DJ1255
 DJ1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DJ1255'RECOVERED IN GOOD CONDITION.
 DJ1255
 DJ1255                          STATION RECOVERY (1980)
 DJ1255
 DJ1255'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1255'RECOVERED IN GOOD CONDITION.
 DJ1255
 DJ1255                          STATION RECOVERY (2000)
 DJ1255
 DJ1255'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1255'THE STATION IS ON THE RR RIGHT-OF-WAY ABOUT 2 MI (3.2 KM) SOUTHWEST OF
 DJ1255'ACKERMAN, MS.  TO REACH D27 FROM THE INTERSECTION OF RTES 12 AND 15 IN
 DJ1255'ACKERMAN, DRIVE SOUTHWEST ON RTE 12 FOR 2.15 MI (3.46 KM) TO THE PAVED
 DJ1255'DRIVEWAY, LEFT, FOR THE PACKAGING CORPORATION OF AMERICA. PROCEED
 DJ1255'SOUTH ALONG THE DRIVEWAY FOR 0.2 MI (0.3 KM) TO THE (ACTIVE) RR
 DJ1255'CROSSING AND THE STATION ON THE LEFT (EAST).  THE STATION IS ABOUT 525
 DJ1255'FT (160.0 M) NORTHEAST OF THE DRIVEWAY IN THE TOP OF THE NORTH
 DJ1255'HEADWALL OF A CONCRETE CULVERT UNDER THE TRACKS, AND ABOUT 9 FT (2.7
 DJ1255'M) NORTHWEST OF THE NORTHWEST RAIL.  THE STATION IS ALSO ABOUT 260 FT
 DJ1255'(79.2 M) SOUTHWEST OF A SWITCH FOR A RAILROAD SPUR.
 DJ1255
 DJ1255                          STATION RECOVERY (2005)
 DJ1255
 DJ1255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (REW)
 DJ1255'STATION MARKED BY ORANGE CARSONITE POST MARKED 'SURVEY MARKER'. GUARD
 DJ1255'AT ACCESS GATE WILL POINT OUT TO USERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1387 ***********************************************************************
 DJ1387  DESIGNATION -  D 28 RESET 1940
 DJ1387  PID         -  DJ1387
 DJ1387  STATE/COUNTY-  MS/HOLMES
 DJ1387  USGS QUAD   -  OWENS WELLS (1982)
 DJ1387
 DJ1387                         *CURRENT SURVEY CONTROL
 DJ1387  ___________________________________________________________________
 DJ1387* NAD 83(1986)-  33 06 00.     (N)    089 59 31.     (W)     SCALED    
 DJ1387* NAVD 88     -        68.31   (meters)     224.1    (feet)  RESET     
 DJ1387  ___________________________________________________________________
 DJ1387  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DJ1387  VERT ORDER  -  THIRD
 DJ1387
 DJ1387.The horizontal coordinates were scaled from a topographic map and have
 DJ1387.an estimated accuracy of +/- 6 seconds.
 DJ1387
 DJ1387.The orthometric height was computed from unverified reset data.
 DJ1387
 DJ1387.The geoid height was determined by GEOID03.
 DJ1387
 DJ1387;                    North         East    Units  Estimated Accuracy
 DJ1387;SPC MS W     -   399,180.      731,870.      MT  (+/- 180 meters Scaled)
 DJ1387
 DJ1387                          SUPERSEDED SURVEY CONTROL
 DJ1387
 DJ1387  NGVD 29 (??/??/??)   68.36   (m)          224.3    (f) RESET       3  
 DJ1387
 DJ1387.Superseded values are not recommended for survey control.
 DJ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1387.See file dsdata.txt to determine how the superseded data were derived.
 DJ1387
 DJ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB207663(NAD 83)
 DJ1387_MARKER: DB = BENCH MARK DISK
 DJ1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1387_SP_SET: CULVERT
 DJ1387_STAMPING: D 28 RESET 1940
 DJ1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1387
 DJ1387  HISTORY     - Date     Condition        Report By
 DJ1387  HISTORY     - 1940     MONUMENTED       CGS
 DJ1387  HISTORY     - 1955     GOOD             NGS
 DJ1387
 DJ1387                          STATION DESCRIPTION
 DJ1387
 DJ1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DJ1387'3.6 MI E FROM LEXINGTON.
 DJ1387'3.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD, FORMERLY THE YAZOO
 DJ1387'AND MISSISSIPPI VALLEY RAILROAD, FROM THE STATION AT LEXINGTON, HOLMES
 DJ1387'COUNTY, OPPOSITE RAILROAD BRIDGE K 9.3, AT A CULVERT UNDER STATE
 DJ1387'HIGHWAY 12, AND IN THE EAST END OF THE SOUTH HEADWALL.  A STANDARD
 DJ1387'DISK, STAMPED D 28 RESET 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1419 ***********************************************************************
 DJ1419  DESIGNATION -  D 29
 DJ1419  PID         -  DJ1419
 DJ1419  STATE/COUNTY-  MS/GRENADA
 DJ1419  USGS QUAD   -  SCOBEY (1983)
 DJ1419
 DJ1419                         *CURRENT SURVEY CONTROL
 DJ1419  ___________________________________________________________________
 DJ1419* NAD 83(1986)-  33 52 51.     (N)    089 49 45.     (W)     SCALED    
 DJ1419* NAVD 88     -        76.404  (meters)     250.67   (feet)  ADJUSTED  
 DJ1419  ___________________________________________________________________
 DJ1419  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DJ1419  DYNAMIC HT  -          76.327 (meters)     250.42  (feet)  COMP
 DJ1419  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 DJ1419
 DJ1419  VERT ORDER  -  SECOND    CLASS 0
 DJ1419
 DJ1419.The horizontal coordinates were scaled from a topographic map and have
 DJ1419.an estimated accuracy of +/- 6 seconds.
 DJ1419
 DJ1419.The orthometric height was determined by differential leveling
 DJ1419.and adjusted in June 1991.
 DJ1419
 DJ1419.The geoid height was determined by GEOID03.
 DJ1419
 DJ1419.The dynamic height is computed by dividing the NAVD 88
 DJ1419.geopotential number by the normal gravity value computed on the
 DJ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1419.degrees latitude (g = 980.6199 gals.).
 DJ1419
 DJ1419.The modeled gravity was interpolated from observed gravity values.
 DJ1419
 DJ1419;                    North         East    Units  Estimated Accuracy
 DJ1419;SPC MS W     -   485,840.      746,640.      MT  (+/- 180 meters Scaled)
 DJ1419
 DJ1419                          SUPERSEDED SURVEY CONTROL
 DJ1419
 DJ1419  NGVD 29 (??/??/92)   76.417  (m)          250.71   (f) ADJ UNCH    2 0
 DJ1419
 DJ1419.Superseded values are not recommended for survey control.
 DJ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1419.See file dsdata.txt to determine how the superseded data were derived.
 DJ1419
 DJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC383525(NAD 83)
 DJ1419_MARKER: DB = BENCH MARK DISK
 DJ1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1419_SP_SET: CONCRETE BASE
 DJ1419_STAMPING: D 29 1934
 DJ1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1419
 DJ1419  HISTORY     - Date     Condition        Report By
 DJ1419  HISTORY     - 1934     MONUMENTED       CGS
 DJ1419  HISTORY     - 1973     GOOD             MSHD
 DJ1419
 DJ1419                          STATION DESCRIPTION
 DJ1419
 DJ1419'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1419'6.6 MI N FROM GRENADA.
 DJ1419'THE MARK IS LOCATED 6.6 MILES NORTH OF GRENADA IN THE SE CORNER OF THE
 DJ1419'CONCRETE BASE FOR A SIGNAL BLOCK THAT HAS BEEN REMOVED, 0.15 MILE
 DJ1419'SOUTH OF THE CROSSING AT THE HARDY IN THE NW 1/4 OF THE NE 1/4 OF
 DJ1419'SECTION 12, T 23N, R 4E.  IT IS 730 FEET SOUTH OF THE CENTER OF THE
 DJ1419'CROSSING AT HARDY, 6.5 FEET WEST OF THE WEST RAIL, 598 FEET SOUTH OF
 DJ1419'MILEPOST 485, 75 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL
 DJ1419'OF A LARGE FRAME HOUSE, 19 FEET WEST OF THE WEST SIDE OF A SIGNAL
 DJ1419'BLOCK, 2 FEET NORTH OF A METAL WITNESS POST, SET IN THE DRILL HOLE IN
 DJ1419'THE SE CORNER OF THE CONCRETE BASE FOR A SIGNAL BLOCK (SIGNAL REMOVED)
 DJ1419'AND IS ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  TO REACH FROM THE
 DJ1419'INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 51 IN GRENADA GO
 DJ1419'NORTH ON US HIGHWAY 51 FOR 4.4 MILES TO THE CROSSING OF I-55 FOR 2.6
 DJ1419'MILES TO THE JUNCTION OF STATE HIGHWAY 7.  TURN RIGHT AND GO NE ON
 DJ1419'STATE HIGHWAY 7 FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DJ1419'NORTH ON A BLACK TOP ROAD FOR 0.55 MILE TO A T INTERSECTION. TURN LEFT
 DJ1419'AND GO WEST ON A BLACK TOP ROAD FOR 0.15 MILE TO THE CROSSING OF THE
 DJ1419'ICRR TRACK THENCE SOUTH ALONG THE RAILROAD TRACK FOR 0.15 MILE TO THE
 DJ1419'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0398 ***********************************************************************
 BH0398  DESIGNATION -  D 3
 BH0398  PID         -  BH0398
 BH0398  STATE/COUNTY-  MS/HARRISON
 BH0398  USGS QUAD   -  BILOXI (1992)
 BH0398
 BH0398                         *CURRENT SURVEY CONTROL
 BH0398  ___________________________________________________________________
 BH0398* NAD 83(1986)-  30 23 46.     (N)    088 53 13.     (W)     SCALED    
 BH0398* NAVD 88     -         7.461  (meters)      24.48   (feet)  ADJUSTED  
 BH0398  ___________________________________________________________________
 BH0398  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH0398  DYNAMIC HT  -           7.451 (meters)      24.45  (feet)  COMP
 BH0398  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BH0398  OBS GRAVITY -     979,319.6   (mgal)                       GRAV_OBS
 BH0398
 BH0398  VERT ORDER  -  FIRST     CLASS I
 BH0398
 BH0398.The horizontal coordinates were scaled from a topographic map and have
 BH0398.an estimated accuracy of +/- 6 seconds.
 BH0398
 BH0398.The orthometric height was determined by differential leveling
 BH0398.and adjusted in June 1991.
 BH0398
 BH0398.The geoid height was determined by GEOID03.
 BH0398
 BH0398.The dynamic height is computed by dividing the NAVD 88
 BH0398.geopotential number by the normal gravity value computed on the
 BH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0398.degrees latitude (g = 980.6199 gals.).
 BH0398
 BH0398.The modeled gravity was interpolated from observed gravity values.
 BH0398.The observed gravity was obtained from relative gravimeter ties
 BH0398.to the IGSN71 gravity network.
 BH0398
 BH0398;                    North         East    Units  Estimated Accuracy
 BH0398;SPC MS E     -    99,330.      294,850.      MT  (+/- 180 meters Scaled)
 BH0398
 BH0398                          SUPERSEDED SURVEY CONTROL
 BH0398
 BH0398  NGVD 29 (??/??/??)    7.422  (m)           24.35   (f) ADJUSTED    1 1
 BH0398
 BH0398.Superseded values are not recommended for survey control.
 BH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0398.See file dsdata.txt to determine how the superseded data were derived.
 BH0398
 BH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU187641(NAD 83)
 BH0398_MARKER: DB = BENCH MARK DISK
 BH0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0398_SP_SET: BUILDING
 BH0398_STAMPING: D 3 1918
 BH0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0398+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 BH0398
 BH0398  HISTORY     - Date     Condition        Report By
 BH0398  HISTORY     - 1918     MONUMENTED       CGS
 BH0398  HISTORY     - 1968     GOOD             CGS
 BH0398  HISTORY     - 1970     GOOD             NGS
 BH0398  HISTORY     - 1976     GOOD             NGS
 BH0398  HISTORY     - 20050720 GOOD             NGS
 BH0398  HISTORY     - 20081129 GOOD             MSSU
 BH0398
 BH0398                          STATION DESCRIPTION
 BH0398
 BH0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0398'IN BILOXI.
 BH0398'AT BILOXI, AT THE INTERSECTION OF HOWARD AVENUE AND LAMEUSE STREET,
 BH0398'SET VERTICALLY IN THE WEST FACE OF THE STONE BUILDING OF THE PEOPLES
 BH0398'BANK BUILDING, 18.5 FEET SOUTH OF THE SOUTH CURB OF HOWARD AVENUE, 8.8
 BH0398'FEET EAST OF THE EAST CURB OF LAMEUSE STREET, 10.5 FEET SOUTH OF THE
 BH0398'NORTHWEST CORNER OF THE BUILDING AND 3.6 FEET ABOVE THE LEVEL OF THE
 BH0398'SIDEWALK.  NOTE-- MARK MAY BE REACHED BY GOING 0.2 MILE EAST ALONG THE
 BH0398'LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION, THENCE 0.2 MILE
 BH0398'SOUTH ALONG LAMEUSE STREET TO MARK.
 BH0398
 BH0398                          STATION RECOVERY (1970)
 BH0398
 BH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH0398'RECOVERED IN GOOD CONDITION.
 BH0398
 BH0398                          STATION RECOVERY (1976)
 BH0398
 BH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0398'RECOVERED IN GOOD CONDITION.
 BH0398
 BH0398                          STATION RECOVERY (2005)
 BH0398
 BH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0398'RECOVERED IN GOOD CONDITION.
 BH0398
 BH0398                          STATION RECOVERY (2008)
 BH0398
 BH0398'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (PMM)
 BH0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0041 ***********************************************************************
 EG0041  DESIGNATION -  D 3 16 USE
 EG0041  PID         -  EG0041
 EG0041  STATE/COUNTY-  MS/TISHOMINGO
 EG0041  USGS QUAD   -  IUKA (1984)
 EG0041
 EG0041                         *CURRENT SURVEY CONTROL
 EG0041  ___________________________________________________________________
 EG0041* NAD 83(1986)-  34 46 22.     (N)    088 07 55.     (W)     SCALED    
 EG0041* NAVD 88     -       137.024  (meters)     449.55   (feet)  ADJUSTED  
 EG0041  ___________________________________________________________________
 EG0041  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0041  DYNAMIC HT  -         136.892 (meters)     449.12  (feet)  COMP
 EG0041  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 EG0041
 EG0041  VERT ORDER  -  FIRST     CLASS II
 EG0041
 EG0041.The horizontal coordinates were scaled from a topographic map and have
 EG0041.an estimated accuracy of +/- 6 seconds.
 EG0041
 EG0041.The orthometric height was determined by differential leveling
 EG0041.and adjusted in June 1991.
 EG0041
 EG0041.The geoid height was determined by GEOID03.
 EG0041
 EG0041.The dynamic height is computed by dividing the NAVD 88
 EG0041.geopotential number by the normal gravity value computed on the
 EG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0041.degrees latitude (g = 980.6199 gals.).
 EG0041
 EG0041.The modeled gravity was interpolated from observed gravity values.
 EG0041
 EG0041;                    North         East    Units  Estimated Accuracy
 EG0041;SPC MS E     -   584,890.      364,200.      MT  (+/- 180 meters Scaled)
 EG0041
 EG0041                          SUPERSEDED SURVEY CONTROL
 EG0041
 EG0041  NGVD 29 (??/??/92)  137.028  (m)          449.57   (f) ADJ UNCH    1 2
 EG0041
 EG0041.Superseded values are not recommended for survey control.
 EG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0041.See file dsdata.txt to determine how the superseded data were derived.
 EG0041
 EG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD964484(NAD 83)
 EG0041_MARKER: DD = SURVEY DISK
 EG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0041_STAMPING: D 3-16 1936
 EG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0041+STABILITY: SURFACE MOTION
 EG0041
 EG0041  HISTORY     - Date     Condition        Report By
 EG0041  HISTORY     - 1936     MONUMENTED       DOD
 EG0041  HISTORY     - 1962     GOOD             MSHD
 EG0041  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0041  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0041
 EG0041                          STATION DESCRIPTION
 EG0041
 EG0041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0041'4.3 MI SE FROM IUKA.
 EG0041'FROM THE COUNTY COURT HOUSE IN IUKA, GO EAST ON U. S. HIGHWAY 72 FOR
 EG0041'4.4 MILES, 0.1 MILE EAST OF A BRIDGE OVER CLEAR CREEK AND THE MARK IS
 EG0041'ON THE RAILROAD ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 6
 EG0041'INCH SQUARE CONCRETE POST, 2 FEET EAST OF A METAL WITNESS POST, 2 FEET
 EG0041'BELOW THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.
 EG0041
 EG0041                          STATION RECOVERY (1979)
 EG0041
 EG0041'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0041'MARK NOT FOUND.
 EG0041
 EG0041                          STATION RECOVERY (1982)
 EG0041
 EG0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0041'NOT RECOVERED, PROBABLY COVERED OVER WITH HEAVY UNDERBRUSH, A SEARCH
 EG0041'WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0042 ***********************************************************************
 EG0042  DESIGNATION -  D 3 17 USE
 EG0042  PID         -  EG0042
 EG0042  STATE/COUNTY-  MS/TISHOMINGO
 EG0042  USGS QUAD   -  IUKA (1984)
 EG0042
 EG0042                         *CURRENT SURVEY CONTROL
 EG0042  ___________________________________________________________________
 EG0042* NAD 83(1986)-  34 46 24.     (N)    088 07 45.     (W)     SCALED    
 EG0042* NAVD 88     -       135.831  (meters)     445.64   (feet)  ADJUSTED  
 EG0042  ___________________________________________________________________
 EG0042  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0042  DYNAMIC HT  -         135.701 (meters)     445.21  (feet)  COMP
 EG0042  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 EG0042
 EG0042  VERT ORDER  -  FIRST     CLASS II
 EG0042
 EG0042.The horizontal coordinates were scaled from a topographic map and have
 EG0042.an estimated accuracy of +/- 6 seconds.
 EG0042
 EG0042.The orthometric height was determined by differential leveling
 EG0042.and adjusted in June 1991.
 EG0042
 EG0042.The geoid height was determined by GEOID03.
 EG0042
 EG0042.The dynamic height is computed by dividing the NAVD 88
 EG0042.geopotential number by the normal gravity value computed on the
 EG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0042.degrees latitude (g = 980.6199 gals.).
 EG0042
 EG0042.The modeled gravity was interpolated from observed gravity values.
 EG0042
 EG0042;                    North         East    Units  Estimated Accuracy
 EG0042;SPC MS E     -   584,950.      364,460.      MT  (+/- 180 meters Scaled)
 EG0042
 EG0042                          SUPERSEDED SURVEY CONTROL
 EG0042
 EG0042  NGVD 29 (??/??/92)  135.836  (m)          445.66   (f) ADJ UNCH    1 2
 EG0042
 EG0042.Superseded values are not recommended for survey control.
 EG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0042.See file dsdata.txt to determine how the superseded data were derived.
 EG0042
 EG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD966484(NAD 83)
 EG0042_MARKER: DD = SURVEY DISK
 EG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0042_STAMPING: D 3-17 1936
 EG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0042+STABILITY: SURFACE MOTION
 EG0042
 EG0042  HISTORY     - Date     Condition        Report By
 EG0042  HISTORY     - 1936     MONUMENTED       DOD
 EG0042  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0042
 EG0042                          STATION DESCRIPTION
 EG0042
 EG0042'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0042'4.4 MI SE FROM IUKA.
 EG0042'ABOUT 4.4 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EG0042'AT IUKA, TISHOMINGO COUNTY, ABOUT 290 FEET WEST OF THE CROSSING AT
 EG0042'OLDHAM, 75 FEET NORTH OF A TRESTLE ON A SPUR TRACK TO A GRAVEL PIT, 35
 EG0042'FEET NORTH OF THE CENTERLINE OF THE TRACK, AT THE WEST EDGE OF A
 EG0042'CULTIVATED FIELD, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A CORPS OF
 EG0042'ENGINEERS, U. S. ARMY, STANDARD DISK, STAMPED D 3-17 1936 AND SET IN
 EG0042'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0325 ***********************************************************************
 EH0325  DESIGNATION -  D 30
 EH0325  PID         -  EH0325
 EH0325  STATE/COUNTY-  MS/QUITMAN
 EH0325  USGS QUAD   -  CURTIS STATION (1983)
 EH0325
 EH0325                         *CURRENT SURVEY CONTROL
 EH0325  ___________________________________________________________________
 EH0325* NAD 83(1986)-  34 16 59.     (N)    090 11 34.     (W)     SCALED    
 EH0325* NAVD 88     -        48.290  (meters)     158.43   (feet)  ADJUSTED  
 EH0325  ___________________________________________________________________
 EH0325  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0325  DYNAMIC HT  -          48.243 (meters)     158.28  (feet)  COMP
 EH0325  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 EH0325
 EH0325  VERT ORDER  -  SECOND    CLASS 0
 EH0325
 EH0325.The horizontal coordinates were scaled from a topographic map and have
 EH0325.an estimated accuracy of +/- 6 seconds.
 EH0325
 EH0325.The orthometric height was determined by differential leveling
 EH0325.and adjusted in June 1991.
 EH0325
 EH0325.The geoid height was determined by GEOID03.
 EH0325
 EH0325.The dynamic height is computed by dividing the NAVD 88
 EH0325.geopotential number by the normal gravity value computed on the
 EH0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0325.degrees latitude (g = 980.6199 gals.).
 EH0325
 EH0325.The modeled gravity was interpolated from observed gravity values.
 EH0325
 EH0325;                    North         East    Units  Estimated Accuracy
 EH0325;SPC MS W     -   530,350.      712,940.      MT  (+/- 180 meters Scaled)
 EH0325
 EH0325                          SUPERSEDED SURVEY CONTROL
 EH0325
 EH0325  NGVD 29 (??/??/??)   48.328  (m)          158.56   (f) ADJUSTED    2 0
 EH0325
 EH0325.Superseded values are not recommended for survey control.
 EH0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0325.See file dsdata.txt to determine how the superseded data were derived.
 EH0325
 EH0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT584971(NAD 83)
 EH0325_MARKER: DB = BENCH MARK DISK
 EH0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0325_STAMPING: D-30 1934
 EH0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0325+STABILITY: SURFACE MOTION
 EH0325
 EH0325  HISTORY     - Date     Condition        Report By
 EH0325  HISTORY     - 1934     MONUMENTED       CGS
 EH0325  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0325  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0325
 EH0325                          STATION DESCRIPTION
 EH0325
 EH0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0325'6.3 MI NE FROM MARKS.
 EH0325'6.3 MILES SOUTHEAST OF MARKS POST OFFICE.  ALONG THE BATESVILLE-MARKS
 EH0325'HIGHWAY.  65 FEET WEST OF BRIDGE.  SET IN POST, 20 FEET SOUTH OF THE
 EH0325'CENTER LINE OF THE ROAD.
 EH0325
 EH0325                          STATION RECOVERY (1979)
 EH0325
 EH0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0325'MARK NOT FOUND.
 EH0325
 EH0325                          STATION RECOVERY (2008)
 EH0325
 EH0325'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0325'MARK NOT FOUND AND APPARENTLY DESTROYED BY WIDENING OF ROAD AND
 EH0325'BUILDING BRIDGE ON HIGH FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1089 ***********************************************************************
 EG1089  DESIGNATION -  D 31
 EG1089  PID         -  EG1089
 EG1089  STATE/COUNTY-  MS/LAFAYETTE
 EG1089  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1089
 EG1089                         *CURRENT SURVEY CONTROL
 EG1089  ___________________________________________________________________
 EG1089* NAD 83(1986)-  34 15 05.     (N)    089 35 51.     (W)     SCALED    
 EG1089* NAVD 88     -        86.370  (meters)     283.37   (feet)  ADJUSTED  
 EG1089  ___________________________________________________________________
 EG1089  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EG1089  DYNAMIC HT  -          86.285 (meters)     283.09  (feet)  COMP
 EG1089  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EG1089
 EG1089  VERT ORDER  -  SECOND    CLASS 0
 EG1089
 EG1089.The horizontal coordinates were scaled from a topographic map and have
 EG1089.an estimated accuracy of +/- 6 seconds.
 EG1089
 EG1089.The orthometric height was determined by differential leveling
 EG1089.and adjusted in June 1991.
 EG1089
 EG1089.The geoid height was determined by GEOID03.
 EG1089
 EG1089.The dynamic height is computed by dividing the NAVD 88
 EG1089.geopotential number by the normal gravity value computed on the
 EG1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1089.degrees latitude (g = 980.6199 gals.).
 EG1089
 EG1089.The modeled gravity was interpolated from observed gravity values.
 EG1089
 EG1089;                    North         East    Units  Estimated Accuracy
 EG1089;SPC MS E     -   527,100.      229,610.      MT  (+/- 180 meters Scaled)
 EG1089
 EG1089                          SUPERSEDED SURVEY CONTROL
 EG1089
 EG1089  NGVD 29 (??/??/92)   86.360  (m)          283.33   (f) ADJ UNCH    2 0
 EG1089
 EG1089.Superseded values are not recommended for survey control.
 EG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1089.See file dsdata.txt to determine how the superseded data were derived.
 EG1089
 EG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC608930(NAD 83)
 EG1089_MARKER: DB = BENCH MARK DISK
 EG1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1089_STAMPING: D-31 1934
 EG1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1089+STABILITY: SURFACE MOTION
 EG1089
 EG1089  HISTORY     - Date     Condition        Report By
 EG1089  HISTORY     - 1934     MONUMENTED       CGS
 EG1089  HISTORY     - 1977     GOOD             MSHD
 EG1089  HISTORY     - 20080123 MARK NOT FOUND   MSDOT
 EG1089
 EG1089                          STATION DESCRIPTION
 EG1089
 EG1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1089'1.6 MI S FROM TAYLOR.
 EG1089'1.6 MILES SOUTH OF TAYLOR DEPOT ALONG THE ILLINOIS CENTRAL RAILROAD 26
 EG1089'POLES NORTH OF MILEPOST NO. C 582.  AT PRIVATE ROAD CROSSING, 75 FEET
 EG1089'SOUTH OF WOODEN TRESTLE BRIDGE NO. 581-3, 10 FEET SOUTH OF THE CENTER
 EG1089'LINE OF THE ROAD CROSSING.  20 FEET WEST OF THE CENTER LINE OF THE
 EG1089'TRACK, 30 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 22 FEET NORTH OF
 EG1089'TELEGRAPH POLE.
 EG1089
 EG1089                          STATION RECOVERY (1977)
 EG1089
 EG1089'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1089'THE MARK IS LOCATED 9 MILES SOUTHWEST OF OXFORD IN THE SOUTHWEST
 EG1089'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH THE I.C.R.R. TRACK, 9.4
 EG1089'MILES NORTHWEST OF PARIS, 1.6 MILES SOUTH OF THE COMMUNITY OF TAYLOR
 EG1089'IN THE SOUTHEAST CORNER OF SECTION 34, T 9S, R 4W. IT IS 70 FEET
 EG1089'SOUTH-SOUTHWEST OF THE WEST END OF THE SOUTH WOODEN ABUTMENT OF A
 EG1089'RAILROAD TRESTLE, 29 FEET EAST OF A RIGHT OF WAY FENCE, 19 FEET WEST
 EG1089'OF THE WEST RAIL, 11 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 1
 EG1089'FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 EG1089'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS
 EG1089'6 INCHES. TO REACH FROM THE COURTHOUSE IN OXFORD GO SOUTH ON LAMAR
 EG1089'STREET FOR 4.3 MILES TO A T INTERSECTION. TURN RIGHT AND GO SOUTH ON
 EG1089'STATE HIGHWAY 7 FOR 2.35 MILES TO THE JUNCTION OF STATE HIGHWAY 328.
 EG1089'TURN RIGHT AND GO WEST ON HIGHWAY 328 FOR 4.7 MILES TO A BRIDGE OF
 EG1089'THE RAILROAD TRACK. THENCE SOUTH ALONG THE I.C.R.R. TRACK FOR ABOUT
 EG1089'0.7 MILE TO A PRIVATE ROAD CROSSING AND THE MARK ON THE RIGHT.
 EG1089
 EG1089                          STATION RECOVERY (2008)
 EG1089
 EG1089'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1005 ***********************************************************************
 EG1005  DESIGNATION -  D 32
 EG1005  PID         -  EG1005
 EG1005  STATE/COUNTY-  MS/MARSHALL
 EG1005  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1005
 EG1005                         *CURRENT SURVEY CONTROL
 EG1005  ___________________________________________________________________
 EG1005* NAD 83(1986)-  34 46 28.     (N)    089 25 59.     (W)     SCALED    
 EG1005* NAVD 88     -       176.147  (meters)     577.91   (feet)  ADJUSTED  
 EG1005  ___________________________________________________________________
 EG1005  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG1005  DYNAMIC HT  -         175.975 (meters)     577.34  (feet)  COMP
 EG1005  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 EG1005
 EG1005  VERT ORDER  -  SECOND    CLASS 0
 EG1005
 EG1005.The horizontal coordinates were scaled from a topographic map and have
 EG1005.an estimated accuracy of +/- 6 seconds.
 EG1005
 EG1005.The orthometric height was determined by differential leveling
 EG1005.and adjusted in June 1991.
 EG1005.WARNING-Repeat measurements at this control monument indicate possible
 EG1005.vertical movement.
 EG1005
 EG1005.The geoid height was determined by GEOID03.
 EG1005
 EG1005.The dynamic height is computed by dividing the NAVD 88
 EG1005.geopotential number by the normal gravity value computed on the
 EG1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1005.degrees latitude (g = 980.6199 gals.).
 EG1005
 EG1005.The modeled gravity was interpolated from observed gravity values.
 EG1005
 EG1005;                    North         East    Units  Estimated Accuracy
 EG1005;SPC MS E     -   585,020.      245,110.      MT  (+/- 180 meters Scaled)
 EG1005
 EG1005                          SUPERSEDED SURVEY CONTROL
 EG1005
 EG1005  NGVD 29 (??/??/92)  176.085  (m)          577.71   (f) ADJ UNCH    2 0
 EG1005
 EG1005.Superseded values are not recommended for survey control.
 EG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1005.See file dsdata.txt to determine how the superseded data were derived.
 EG1005
 EG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773507(NAD 83)
 EG1005_MARKER: DB = BENCH MARK DISK
 EG1005_SETTING: 0 = UNSPECIFIED SETTING
 EG1005_STAMPING: D 32 (1934)
 EG1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1005+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 EG1005
 EG1005  HISTORY     - Date     Condition        Report By
 EG1005  HISTORY     - 1934     MONUMENTED       CGS
 EG1005  HISTORY     - 1966     GOOD             MSHD
 EG1005  HISTORY     - 20080429 GOOD             MSDOT
 EG1005
 EG1005                          STATION DESCRIPTION
 EG1005
 EG1005'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1005'0.5 MI N FROM HOLLY SPRINGS.
 EG1005'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON
 EG1005'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN LEFT
 EG1005'AND CONTINUE EAST FOR 0.25 MILE TO THE INTERSECTION OF HIGHWAY 4, TURN
 EG1005'LEFT AND CONTINUE NORTH ON HIGHWAY 4 FOR 0.35 MILE TO WHERE HIGHWAY 4
 EG1005'TURNS RIGHT EAST, TURN RIGHT AND CONTINUE EAST ON HIGHWAY 4 FOR 0.65
 EG1005'MILE TO WHERE HIGHWAY 4 CROSSES OVER THE RAILROAD TRACK AT AN
 EG1005'OVERPASS.  THE MARK IS LOCATED APPROXIMATELY 0.2 MILE NORTH OF THE
 EG1005'OVERPASS ON THE LEFT SIDE OF THE ILLINOIS CENTRAL RAILROAD IN
 EG1005'SOUTHEAST CORNER OF THE CONCRETE BASE OF A SIGNAL.  IT IS 500 FEET
 EG1005'NORTH OF THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AND 7
 EG1005'FEET WEST OF THE WEST RAIL.
 EG1005
 EG1005                          STATION RECOVERY (2008)
 EG1005
 EG1005'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1005'RAILROAD NOW APPEARS ABANDONED, BUT SIGNAL BLOCK AND MARK STILL
 EG1005'PRESENT IN EDGE OF BUSHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1331 ***********************************************************************
 EG1331  DESIGNATION -  D 342
 EG1331  PID         -  EG1331
 EG1331  STATE/COUNTY-  MS/TISHOMINGO
 EG1331  USGS QUAD   -  IUKA (1984)
 EG1331
 EG1331                         *CURRENT SURVEY CONTROL
 EG1331  ___________________________________________________________________
 EG1331* NAD 83(1986)-  34 47 23.     (N)    088 09 47.     (W)     SCALED    
 EG1331* NAVD 88     -       164.609  (meters)     540.05   (feet)  ADJUSTED  
 EG1331  ___________________________________________________________________
 EG1331  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1331  DYNAMIC HT  -         164.452 (meters)     539.54  (feet)  COMP
 EG1331  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EG1331
 EG1331  VERT ORDER  -  FIRST     CLASS II
 EG1331
 EG1331.The horizontal coordinates were scaled from a topographic map and have
 EG1331.an estimated accuracy of +/- 6 seconds.
 EG1331
 EG1331.The orthometric height was determined by differential leveling
 EG1331.and adjusted in June 1991.
 EG1331
 EG1331.The geoid height was determined by GEOID03.
 EG1331
 EG1331.The dynamic height is computed by dividing the NAVD 88
 EG1331.geopotential number by the normal gravity value computed on the
 EG1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1331.degrees latitude (g = 980.6199 gals.).
 EG1331
 EG1331.The modeled gravity was interpolated from observed gravity values.
 EG1331
 EG1331;                    North         East    Units  Estimated Accuracy
 EG1331;SPC MS E     -   586,750.      361,340.      MT  (+/- 180 meters Scaled)
 EG1331
 EG1331                          SUPERSEDED SURVEY CONTROL
 EG1331
 EG1331.No superseded survey control is available for this station.
 EG1331
 EG1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD935503(NAD 83)
 EG1331_MARKER: I = METAL ROD
 EG1331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1331_SP_SET: STAINLESS STEEL ROD
 EG1331_STAMPING: D 342 1983
 EG1331_MARK LOGO: NGS   
 EG1331_PROJECTION: FLUSH
 EG1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1331_ROD/PIPE-DEPTH: 7.31 meters
 EG1331
 EG1331  HISTORY     - Date     Condition        Report By
 EG1331  HISTORY     - 1983     MONUMENTED       NGS
 EG1331
 EG1331                          STATION DESCRIPTION
 EG1331
 EG1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1331'4.4 KM (2.75 MI) EAST FROM IUKA.
 EG1331'4.4 KM (2.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1331'STATE HIGHWAY 25 IN IUKA, SET AT POWERLINE POLE NUMBER 485 WITH
 EG1331'TRANSFORMER, 15.80 METERS (51.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EG1331'HIGHWAY, 9.75 METERS (32.0 FT) EAST OF A 10-INCH DIAMETER TREE, AND
 EG1331'1.07 METERS (3.5 FT) EAST OF POWERLINE POLE NUMBER 485 WITH
 EG1331'TRANSFORMER.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 EG1331'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 EG1331'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1359 ***********************************************************************
 EG1359  DESIGNATION -  D 343
 EG1359  PID         -  EG1359
 EG1359  STATE/COUNTY-  MS/ALCORN
 EG1359  USGS QUAD   -  RIENZI (1982)
 EG1359
 EG1359                         *CURRENT SURVEY CONTROL
 EG1359  ___________________________________________________________________
 EG1359* NAD 83(1986)-  34 52 00.     (N)    088 33 34.     (W)     SCALED    
 EG1359* NAVD 88     -       130.887  (meters)     429.42   (feet)  ADJUSTED  
 EG1359  ___________________________________________________________________
 EG1359  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG1359  DYNAMIC HT  -         130.762 (meters)     429.01  (feet)  COMP
 EG1359  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EG1359
 EG1359  VERT ORDER  -  FIRST     CLASS II
 EG1359
 EG1359.The horizontal coordinates were scaled from a topographic map and have
 EG1359.an estimated accuracy of +/- 6 seconds.
 EG1359
 EG1359.The orthometric height was determined by differential leveling
 EG1359.and adjusted in June 1991.
 EG1359
 EG1359.The geoid height was determined by GEOID03.
 EG1359
 EG1359.The dynamic height is computed by dividing the NAVD 88
 EG1359.geopotential number by the normal gravity value computed on the
 EG1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1359.degrees latitude (g = 980.6199 gals.).
 EG1359
 EG1359.The modeled gravity was interpolated from observed gravity values.
 EG1359
 EG1359;                    North         East    Units  Estimated Accuracy
 EG1359;SPC MS E     -   595,120.      325,040.      MT  (+/- 180 meters Scaled)
 EG1359
 EG1359                          SUPERSEDED SURVEY CONTROL
 EG1359
 EG1359.No superseded survey control is available for this station.
 EG1359
 EG1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574593(NAD 83)
 EG1359_MARKER: I = METAL ROD
 EG1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1359_SP_SET: STAINLESS STEEL ROD
 EG1359_STAMPING: D 343 1983
 EG1359_MARK LOGO: NGS   
 EG1359_PROJECTION: FLUSH
 EG1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1359_ROD/PIPE-DEPTH: 6.09 meters
 EG1359
 EG1359  HISTORY     - Date     Condition        Report By
 EG1359  HISTORY     - 1983     MONUMENTED       NGS
 EG1359  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG1359
 EG1359                          STATION DESCRIPTION
 EG1359
 EG1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1359'7.3 KM (4.55 MI) SOUTH FROM CORINTH.
 EG1359'7.2 KM (4.5 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY 72
 EG1359'OVERPASS ON THE WEST EDGE OF CORINTH, ON WEST SIDE OF THE HIGHWAY AND
 EG1359'BY POWERLINE POLE NUMBER 142, 16.46 METERS (54.0 FT) WEST OF THE
 EG1359'CENTERLINE OF THE HIGHWAY, 1.83 METERS (6.0 FT) NORTHWEST OF A
 EG1359'CONCRETE RIGHT-OF-WAY MARKER, AND 0.73 METERS (2.4 FT) EAST OF
 EG1359'POWERLINE POLE NUMBER 142.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EG1359'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 EG1359'THE MARK IS 1.5 M ABOVE HIGHWAY.
 EG1359
 EG1359                          STATION RECOVERY (2004)
 EG1359
 EG1359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1356 ***********************************************************************
 EG1356  DESIGNATION -  D 344
 EG1356  PID         -  EG1356
 EG1356  STATE/COUNTY-  MS/ALCORN
 EG1356  USGS QUAD   -  CORINTH (1982)
 EG1356
 EG1356                         *CURRENT SURVEY CONTROL
 EG1356  ___________________________________________________________________
 EG1356* NAD 83(1986)-  34 55 56.     (N)    088 31 02.     (W)     SCALED    
 EG1356* NAVD 88     -       135.658  (meters)     445.07   (feet)  ADJUSTED  
 EG1356  ___________________________________________________________________
 EG1356  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1356  DYNAMIC HT  -         135.529 (meters)     444.65  (feet)  COMP
 EG1356  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG1356
 EG1356  VERT ORDER  -  FIRST     CLASS II
 EG1356
 EG1356.The horizontal coordinates were scaled from a topographic map and have
 EG1356.an estimated accuracy of +/- 6 seconds.
 EG1356
 EG1356.The orthometric height was determined by differential leveling
 EG1356.and adjusted in June 1991.
 EG1356
 EG1356.The geoid height was determined by GEOID03.
 EG1356
 EG1356.The dynamic height is computed by dividing the NAVD 88
 EG1356.geopotential number by the normal gravity value computed on the
 EG1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1356.degrees latitude (g = 980.6199 gals.).
 EG1356
 EG1356.The modeled gravity was interpolated from observed gravity values.
 EG1356
 EG1356;                    North         East    Units  Estimated Accuracy
 EG1356;SPC MS E     -   602,400.      328,880.      MT  (+/- 180 meters Scaled)
 EG1356
 EG1356                          SUPERSEDED SURVEY CONTROL
 EG1356
 EG1356.No superseded survey control is available for this station.
 EG1356
 EG1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD614665(NAD 83)
 EG1356_MARKER: I = METAL ROD
 EG1356_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EG1356_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EG1356_STAMPING: D 344 1983
 EG1356_MARK LOGO: NGS   
 EG1356_PROJECTION: RECESSED 4 CENTIMETERS
 EG1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1356+STABILITY: POSITION/ELEVATION WELL
 EG1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1356+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EG1356_ROD/PIPE-DEPTH: 8.53 meters
 EG1356_SLEEVE-DEPTH  : 6.09 meters
 EG1356
 EG1356  HISTORY     - Date     Condition        Report By
 EG1356  HISTORY     - 1983     MONUMENTED       NGS
 EG1356  HISTORY     - 1983     GOOD             NGS
 EG1356  HISTORY     - 1983     GOOD             NGS
 EG1356  HISTORY     - 20040826 GOOD             USACE
 EG1356
 EG1356                          STATION DESCRIPTION
 EG1356
 EG1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1356'IN CORINTH.
 EG1356'IN CORINTH, SET IN THE FRONT LAWN AND ABOUT HALF-WAY BETWEEN THE
 EG1356'NORTHEAST CORNER OF THE CHAMBER OF COMMERCE BUILDING AND A CHAMBER OF
 EG1356'COMMERCE SIGN, AT THE JUNCTION OF CASS AND TATE STREETS, 18.74 METERS
 EG1356'(61.5 FT) SOUTH OF THE SOUTH CURB OF TATE STREET, 5.33 METERS
 EG1356'(17.5 FT) WEST OF THE WEST CURB OF CASS STREET, 6.24 METERS (20.5 FT)
 EG1356'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 3.96 METERS
 EG1356'(13.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST END OF A
 EG1356'SIDEWALK IN FRONT OF THE BUILDING, 17.98 METERS (59.0 FT) EAST OF THE
 EG1356'EXTENDED CENTER OF TWO DOORS AT THE MAIN ENTRANCE TO THE BUILDING,
 EG1356'3.65 METERS (12.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 EG1356'FOUNDATION SUPPORTING THE CHAMBER OF COMMERCE SIGN, 3.81 METERS
 EG1356'(12.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK FOUNDATION TO
 EG1356'THE SIGN, AND 3.57 METERS (11.7 FT) SOUTH-SOUTHWEST OF THE SOUTH FACE
 EG1356'OF THE BRICK FOUNDATION TO THE SIGN.
 EG1356'THE MARK IS ABOVE LEVEL WITH CASS STREET.
 EG1356
 EG1356                          STATION RECOVERY (1983)
 EG1356
 EG1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1356'RECOVERED IN GOOD CONDITION.
 EG1356
 EG1356                          STATION RECOVERY (1983)
 EG1356
 EG1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG1356'RECOVERED IN GOOD CONDITION.
 EG1356
 EG1356                          STATION RECOVERY (2004)
 EG1356
 EG1356'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2531 ***********************************************************************
 EH2531  DESIGNATION -  D 345
 EH2531  PID         -  EH2531
 EH2531  STATE/COUNTY-  MS/COAHOMA
 EH2531  USGS QUAD   -  MOON LAKE (1964)
 EH2531
 EH2531                         *CURRENT SURVEY CONTROL
 EH2531  ___________________________________________________________________
 EH2531* NAD 83(1986)-  34 25 51.     (N)    090 33 08.     (W)     SCALED    
 EH2531* NAVD 88     -        63.237  (meters)     207.47   (feet)  ADJUSTED  
 EH2531  ___________________________________________________________________
 EH2531  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2531  DYNAMIC HT  -          63.175 (meters)     207.27  (feet)  COMP
 EH2531  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 EH2531
 EH2531  VERT ORDER  -  FIRST     CLASS II
 EH2531
 EH2531.The horizontal coordinates were scaled from a topographic map and have
 EH2531.an estimated accuracy of +/- 6 seconds.
 EH2531
 EH2531.The orthometric height was determined by differential leveling
 EH2531.and adjusted in July 1994.
 EH2531
 EH2531.The geoid height was determined by GEOID03.
 EH2531
 EH2531.The dynamic height is computed by dividing the NAVD 88
 EH2531.geopotential number by the normal gravity value computed on the
 EH2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2531.degrees latitude (g = 980.6199 gals.).
 EH2531
 EH2531.The modeled gravity was interpolated from observed gravity values.
 EH2531
 EH2531;                    North         East    Units  Estimated Accuracy
 EH2531;SPC MS W     -   546,760.      679,880.      MT  (+/- 180 meters Scaled)
 EH2531
 EH2531                          SUPERSEDED SURVEY CONTROL
 EH2531
 EH2531  NAVD 88 (06/15/91)   63.228  (m)          207.44   (f) UNKNOWN     1 2
 EH2531  NGVD 29 (??/??/??)   63.277  (m)          207.60   (f) ADJUSTED    1 2
 EH2531
 EH2531.Superseded values are not recommended for survey control.
 EH2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2531.See file dsdata.txt to determine how the superseded data were derived.
 EH2531
 EH2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU249126(NAD 83)
 EH2531_MARKER: I = METAL ROD
 EH2531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2531_SP_SET: STAINLESS STEEL ROD
 EH2531_STAMPING: D 345 1983
 EH2531_MARK LOGO: NGS   
 EH2531_PROJECTION: FLUSH
 EH2531_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2531+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2531_ROD/PIPE-DEPTH: 31.7 meters
 EH2531
 EH2531  HISTORY     - Date     Condition        Report By
 EH2531  HISTORY     - 1983     MONUMENTED       NGS
 EH2531  HISTORY     - 19920123 GOOD             NGS
 EH2531  HISTORY     - 20030610 GOOD             USACE
 EH2531
 EH2531                          STATION DESCRIPTION
 EH2531
 EH2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2531'14.2 KM (8.8 MI) SW FROM LULA.
 EH2531'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2531'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2531'SCHOOL IN LULA, THENCE 6.8 KM (4.2 MI) SOUTH ALONG THE TOP OF THE NEW
 EH2531'LEVEE, AT MILEPOST 62/63, SET BETWEEN TWO WITNESS POSTS, 3.35 METERS
 EH2531'(11.0 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND
 EH2531'3.35 METERS (11.0 FT) NORTH-NORTHWEST OF CONCRETE MILE MARKER POST
 EH2531'62/63.
 EH2531'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 EH2531
 EH2531                          STATION RECOVERY (1992)
 EH2531
 EH2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2531'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2531'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH2531'PORT ROAD, THENCE 9.4 KM (5.85 MI) NORTHEASTERLY ALONG A GRAVELED
 EH2531'ROAD ON TOP OF A LEVEE, 3.6 M (11.8 FT) SOUTHEAST OF AND LEVEL WITH
 EH2531'THE ROAD CENTER, 3.3 M (10.8 FT) NORTH OF LEVEE MARKER 62-63, 0.4 M
 EH2531'(1.3 FT) NORTHEAST OF A VERTICAL 6-INCH STEEL POST, AND 0.4 M
 EH2531'(1.3 FT) SOUTHWEST OF A VERTICAL 6-INCH STEEL POST.  NOTE--ACCESS TO
 EH2531'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2531
 EH2531                          STATION RECOVERY (2003)
 EH2531
 EH2531'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2560 ***********************************************************************
 EH2560  DESIGNATION -  D 346
 EH2560  PID         -  EH2560
 EH2560  STATE/COUNTY-  MS/COAHOMA
 EH2560  USGS QUAD   -  RENA LARA (1982)
 EH2560
 EH2560                         *CURRENT SURVEY CONTROL
 EH2560  ___________________________________________________________________
 EH2560* NAD 83(1986)-  34 10 28.     (N)    090 45 22.     (W)     SCALED    
 EH2560* NAVD 88     -        59.898  (meters)     196.52   (feet)  ADJUSTED  
 EH2560  ___________________________________________________________________
 EH2560  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH2560  DYNAMIC HT  -          59.839 (meters)     196.32  (feet)  COMP
 EH2560  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 EH2560
 EH2560  VERT ORDER  -  FIRST     CLASS II
 EH2560
 EH2560.The horizontal coordinates were scaled from a topographic map and have
 EH2560.an estimated accuracy of +/- 6 seconds.
 EH2560
 EH2560.The orthometric height was determined by differential leveling
 EH2560.and adjusted in June 1991.
 EH2560
 EH2560.The geoid height was determined by GEOID03.
 EH2560
 EH2560.The dynamic height is computed by dividing the NAVD 88
 EH2560.geopotential number by the normal gravity value computed on the
 EH2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2560.degrees latitude (g = 980.6199 gals.).
 EH2560
 EH2560.The modeled gravity was interpolated from observed gravity values.
 EH2560
 EH2560;                    North         East    Units  Estimated Accuracy
 EH2560;SPC MS W     -   518,380.      661,020.      MT  (+/- 180 meters Scaled)
 EH2560
 EH2560                          SUPERSEDED SURVEY CONTROL
 EH2560
 EH2560  NGVD 29 (??/??/??)   59.972  (m)          196.76   (f) ADJUSTED    1 2
 EH2560
 EH2560.Superseded values are not recommended for survey control.
 EH2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2560.See file dsdata.txt to determine how the superseded data were derived.
 EH2560
 EH2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT068837(NAD 83)
 EH2560_MARKER: F = FLANGE-ENCASED ROD
 EH2560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2560_SP_SET: STAINLESS STEEL ROD
 EH2560_STAMPING: D 346 1983
 EH2560_MARK LOGO: NGS   
 EH2560_PROJECTION: FLUSH
 EH2560_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2560+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EH2560_ROD/PIPE-DEPTH: 31.7 meters
 EH2560
 EH2560  HISTORY     - Date     Condition        Report By
 EH2560  HISTORY     - 1983     MONUMENTED       NGS
 EH2560  HISTORY     - 19920123 GOOD             NGS
 EH2560  HISTORY     - 20030610 GOOD             USACE
 EH2560  HISTORY     - 20050519 GOOD             NGS
 EH2560
 EH2560                          STATION DESCRIPTION
 EH2560
 EH2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2560'5.9 KM (3.65 MI) NORTH FROM RENA LARA.
 EH2560'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2560'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2560'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2560'TOP OF THE LEVEE, THENCE 5.2 KM (3.25 MI) NORTH ALONG THE TOP OF
 EH2560'LEVEE, SET ON THE CREST OF THE LEVEE BY MILEPOST 88/89, ALSO ABOUT
 EH2560'0.2 KM (0.1 MI) NORTH OF A METAL CATTLE GUARD AND CROSS FENCE ON TOP
 EH2560'OF THE LEVEE, 3.96 METERS (13.0 FT) EAST-SOUTHEAST OF THE CENTER OF
 EH2560'THE LEVEE ROAD, AND 2.13 METERS (7.0 FT) NORTH-NORTHWEST OF MILEPOST
 EH2560'88/89.
 EH2560'THE MARK IS 0.55 METERS  SSW FROM A WITNESS POST.
 EH2560
 EH2560                          STATION RECOVERY (1992)
 EH2560
 EH2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2560'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2560'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH2560'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 1.8 KM (1.10 MI)
 EH2560'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER
 EH2560'LEVEE, 0.1 KM (0.05 MI) NORTHEAST OF A CATTLE GUARD, 3.9 M (12.8 FT)
 EH2560'SOUTHEAST OF THE ROAD CENTER, 2.0 M (6.6 FT) NORTHEAST OF LEVEE MARKER
 EH2560'88-89, 0.5 M (1.6 FT) NORTHEAST OF A VERTICAL 6-INCH STEEL POST, 0.5
 EH2560'M (1.6 FT) SOUTHWEST OF A VERTICAL 6-INCH STEEL POST, AND 0.3 M
 EH2560'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 EH2560'POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2560
 EH2560                          STATION RECOVERY (2003)
 EH2560
 EH2560'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2560'RECOVERED IN GOOD CONDITION.
 EH2560
 EH2560                          STATION RECOVERY (2005)
 EH2560
 EH2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 EH2560'0.6 KM (0.37 MI) NORTHWESTERLY ALONG DESOTO TRAIL FROM THE POST OFFICE
 EH2560'IN RENA LARA, THENCE 5.0 KM (3.11 MI) NORTHERLY ALONG A ROAD ON TOP OF
 EH2560'A MISSISSIPPI RIVER LEVEE, 3.9 M (12.8 FT) SOUTHEAST OF THE ROAD
 EH2560'CENTER, 2.0 M (6.6 FT) NORTHEST OF LEVEE MARKER 88-89, 0.6 M (2.0 FT)
 EH2560'BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTHWEST OF A 6-INCH (15
 EH2560'CM) METAL POST, AND 0.5 M (1.6 FT) NORTHEAST OF A 6-INCH (15 CM) METAL
 EH2560'POST.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM)
 EH2560'LOGO CAP.  THE MARK IS ON PROPERTY OWNED BY THE MISSISSIPPI RIVER
 EH2560'LEVEE BOARD COMMISSION, P.O. BOX 610, CHARKSDALE, MS 38614.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2465 ***********************************************************************
 EH2465  DESIGNATION -  D 348
 EH2465  PID         -  EH2465
 EH2465  STATE/COUNTY-  MS/DE SOTO
 EH2465  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2465
 EH2465                         *CURRENT SURVEY CONTROL
 EH2465  ___________________________________________________________________
 EH2465* NAD 83(1993)-  34 58 54.10902(N)    090 11 08.83181(W)     ADJUSTED  
 EH2465* NAVD 88     -        71.736  (meters)     235.35   (feet)  ADJUSTED  
 EH2465  ___________________________________________________________________
 EH2465  X           -     -16,963.984 (meters)                     COMP
 EH2465  Y           -  -5,231,600.240 (meters)                     COMP
 EH2465  Z           -   3,636,228.932 (meters)                     COMP
 EH2465  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 EH2465  ELLIP HEIGHT-          44.542 (meters)          (05/13/94) ADJUSTED
 EH2465  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EH2465  DYNAMIC HT  -          71.670 (meters)     235.14  (feet)  COMP
 EH2465  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 EH2465
 EH2465  HORZ ORDER  -  FIRST
 EH2465  VERT ORDER  -  FIRST     CLASS II
 EH2465  ELLP ORDER  -  FOURTH    CLASS I
 EH2465
 EH2465.The horizontal coordinates were established by GPS observations
 EH2465.and adjusted by the National Geodetic Survey in May 1994.
 EH2465
 EH2465.The orthometric height was determined by differential leveling
 EH2465.and adjusted in June 1991.
 EH2465
 EH2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2465
 EH2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2465
 EH2465.The ellipsoidal height was determined by GPS observations
 EH2465.and is referenced to NAD 83.
 EH2465
 EH2465.The geoid height was determined by GEOID03.
 EH2465
 EH2465.The dynamic height is computed by dividing the NAVD 88
 EH2465.geopotential number by the normal gravity value computed on the
 EH2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2465.degrees latitude (g = 980.6199 gals.).
 EH2465
 EH2465.The modeled gravity was interpolated from observed gravity values.
 EH2465
 EH2465;                    North         East     Units Scale Factor Converg.
 EH2465;SPC MS W     -   607,852.629   713,471.600   MT  0.99995224   +0 05 04.5
 EH2465;SPC MS W     - 1,994,263.17  2,340,781.41   sFT  0.99995224   +0 05 04.5
 EH2465;UTM  15      - 3,874,632.080   756,894.476   MT  1.00041344   +1 36 51.5
 EH2465
 EH2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2465!SPC MS W     -   0.99999301  x   0.99995224  =   0.99994525
 EH2465!UTM  15      -   0.99999301  x   1.00041344  =   1.00040645
 EH2465
 EH2465                          SUPERSEDED SURVEY CONTROL
 EH2465
 EH2465  NAD 83(1993)-  34 58 54.10964(N)    090 11 08.83402(W) AD(       ) 1
 EH2465  NAD 83(1986)-  34 58 54.11850(N)    090 11 08.83221(W) AD(       ) 1
 EH2465  NAD 27      -  34 58 53.77465(N)    090 11 08.48831(W) AD(       ) 1
 EH2465  NGVD 29 (??/??/??)   71.727  (m)          235.32   (f) ADJUSTED    1 2
 EH2465
 EH2465.Superseded values are not recommended for survey control.
 EH2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2465.See file dsdata.txt to determine how the superseded data were derived.
 EH2465
 EH2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5689474632(NAD 83)
 EH2465_MARKER: I = METAL ROD
 EH2465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2465_SP_SET: STAINLESS STEEL ROD
 EH2465_STAMPING: D 348 1983
 EH2465_MARK LOGO: NGS   
 EH2465_PROJECTION: RECESSED 3 CENTIMETERS
 EH2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2465+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH2465_ROD/PIPE-DEPTH: 21.9 meters
 EH2465
 EH2465  HISTORY     - Date     Condition        Report By
 EH2465  HISTORY     - 1983     MONUMENTED       NGS
 EH2465  HISTORY     - 1984     GOOD             NGS
 EH2465  HISTORY     - 1984     GOOD             NGS
 EH2465  HISTORY     - 20030409 GOOD             USACE
 EH2465
 EH2465                          STATION DESCRIPTION
 EH2465
 EH2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2465'7.9 KM (4.9 MI) NW FROM WALLS.
 EH2465'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2465'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2465'THE TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 4.2 KM (2.6 MI)
 EH2465'WEST ALONG THE ROAD ON TOP OF THE LEVEE TO MILEPOST NUMBER 3/4, 0.6 KM
 EH2465'(0.4 MI) WEST-NORTHWEST OF A CATTLE GUARD IN THE ROADWAY, 3.9 METERS
 EH2465'(13.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND TOP OF THE LEVEE,
 EH2465'AND 3.1 METERS (10.5 FT) EAST OF CONCRETE MILEPOST NUMBER 3/4.  NOTE,
 EH2465'DRIVING RATE EXCEEDED 1 AND 1/2 MINUTES PER FOOT.
 EH2465'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 EH2465'THE MARK IS 0.15 M BELOW 3.
 EH2465
 EH2465                          STATION RECOVERY (1984)
 EH2465
 EH2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2465'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHWEST OF WALLS, 1.4
 EH2465'KM (0.9 MI) SOUTH OF THE TENNESSEE STATE LINE, ALONG THE LEVEE ROAD,
 EH2465'AT MILEPOST 3/4 AND IN THE CENTER SECTION 19, T1S, R9W.
 EH2465'OWNERSHIP--YAZ00-MISSISSIPPI, DELTA LEVEE BOARD, C/O JOE F. MOONEY,
 EH2465'CHIEF ENGINEER, PO BOX 610, CLARKSDALE, MS 38614  PHONE (601)
 EH2465'624-4397.
 EH2465'
 EH2465'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, GO NORTHEAST ON
 EH2465'U.S. HIGHWAY 61 FOR 3.1 KM (1.95 MI) TO A DIRT ROAD LEFT.  TURN LEFT
 EH2465'AND GO WEST ALONG THE LEVEE ROAD FOR 0.6 KM (0.4 MI) TO A LOCKED
 EH2465'GATE, JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE SOUTHWEST THRU
 EH2465'THE GATE AND ALONG THE LEVEE ROAD FOR 4.3 KM (2.65 MI) TO THE MILE
 EH2465'POST AND THE STATION ON THE LEFT.
 EH2465'
 EH2465'THE STATION IS A PUNCH MARK IN TOP OF A STANDARD NGS STAINLESS STEEL
 EH2465'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---D
 EH2465'348 1983--- FLUSH WITH GROUND.  ROD IS RECESSED 10 CM BELOW LOGO CAP
 EH2465'LOCATED 4.4 METERS (14.4 FEET) SSW FROM THE CENTER OF THE LEVEE ROAD
 EH2465'AND 3.1 METERS (10.17 FEET) E FROM CONCRETE MILEPOST NUMBER 3/4 AND
 EH2465'SET BETWEEN TWO STEEL BLADES PAINTED WHITE.
 EH2465'
 EH2465'AZIMUTH MARK IS A PUNCH MARK IN TOP OF A STANDARD NGS STAINLESS STEEL
 EH2465'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---E
 EH2465'348 1983--- FLUSH WITH GROUND.  ROD IS RECESSED 8 CM BELOW GROUND OR
 EH2465'LOGO CAP LOCATED 10.4 METERS (34.1 FEET) E FROM CONCRETE MILEPOST
 EH2465'4/5, 10.3 METERS (33.8 FEET) ESE FROM A BARBED WIRE FENCE, 9.38
 EH2465'METERS (30.77 FEET) SE FROM THE SOUTHEAST CORNER OF IRON CATTLE
 EH2465'GUARD, 3.6 METERS (11.8 FEET) SSW FROM THE CENTER OF THE GRAVEL LEVEE
 EH2465'ROAD AND BETWEEN TWO STEEL BLADES PAINTED WHITE.
 EH2465'
 EH2465'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY ON THE
 EH2465'LEVEE ROAD FOR 1.5 KM (0.95 MI) TO MILEPOST 4/5 AND THE MARK ON THE
 EH2465'LEFT.
 EH2465'
 EH2465'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2465'MISSISSIPPI, MAY-JUNE 1984.
 EH2465
 EH2465                          STATION RECOVERY (1984)
 EH2465
 EH2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2465'RECOVERED IN GOOD CONDITION.
 EH2465
 EH2465                          STATION RECOVERY (2003)
 EH2465
 EH2465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2465'DATA SHEET LISTS MONUMENT IN TUNICA COUNTY, MISSISSIPPI, BUT MARK IS
 EH2465'IN DESOTO COUNTY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2500 ***********************************************************************
 EH2500  DESIGNATION -  D 349
 EH2500  PID         -  EH2500
 EH2500  STATE/COUNTY-  MS/TUNICA
 EH2500  USGS QUAD   -  COUNCIL (1991)
 EH2500
 EH2500                         *CURRENT SURVEY CONTROL
 EH2500  ___________________________________________________________________
 EH2500* NAD 83(1986)-  34 45 53.     (N)    090 23 56.     (W)     SCALED    
 EH2500* NAVD 88     -        67.539  (meters)     221.58   (feet)  ADJUSTED  
 EH2500  ___________________________________________________________________
 EH2500  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2500  DYNAMIC HT  -          67.476 (meters)     221.38  (feet)  COMP
 EH2500  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 EH2500
 EH2500  VERT ORDER  -  FIRST     CLASS II
 EH2500
 EH2500.The horizontal coordinates were scaled from a topographic map and have
 EH2500.an estimated accuracy of +/- 6 seconds.
 EH2500
 EH2500.The orthometric height was determined by differential leveling
 EH2500.and adjusted in June 1991.
 EH2500
 EH2500.The geoid height was determined by GEOID03.
 EH2500
 EH2500.The dynamic height is computed by dividing the NAVD 88
 EH2500.geopotential number by the normal gravity value computed on the
 EH2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2500.degrees latitude (g = 980.6199 gals.).
 EH2500
 EH2500.The modeled gravity was interpolated from observed gravity values.
 EH2500
 EH2500;                    North         East    Units  Estimated Accuracy
 EH2500;SPC MS W     -   583,780.      694,000.      MT  (+/- 180 meters Scaled)
 EH2500
 EH2500                          SUPERSEDED SURVEY CONTROL
 EH2500
 EH2500  NGVD 29 (??/??/??)   67.559  (m)          221.65   (f) ADJUSTED    1 2
 EH2500
 EH2500.Superseded values are not recommended for survey control.
 EH2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2500.See file dsdata.txt to determine how the superseded data were derived.
 EH2500
 EH2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU380500(NAD 83)
 EH2500_MARKER: I = METAL ROD
 EH2500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2500_SP_SET: STAINLESS STEEL ROD
 EH2500_STAMPING: D 349 1983
 EH2500_MARK LOGO: NGS   
 EH2500_PROJECTION: FLUSH
 EH2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2500+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2500_ROD/PIPE-DEPTH: 31.6 meters
 EH2500
 EH2500  HISTORY     - Date     Condition        Report By
 EH2500  HISTORY     - 1983     MONUMENTED       NGS
 EH2500  HISTORY     - 20030604 GOOD             USACE
 EH2500  HISTORY     - 20080514 GOOD             MSDOT
 EH2500
 EH2500                          STATION DESCRIPTION
 EH2500
 EH2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2500'18.4 KM (11.45 MI) NORT FROM TUNICA.
 EH2500'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2500'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2500'CROWN OF THE LEVEE, THENCE 9.9 KM (6.15 MI) NORTHERLY ALONG THE TOP OF
 EH2500'THE LEVEE, AT MILE POST NUMBER 30/31, ABOUT 0.4 KM (0.25 MI)
 EH2500'NORTH-NORTHWEST OF AN OLD BARN AND WOOD FENCE CORRAL, 3.81 METERS
 EH2500'(12.5 FT) EAST-NORTHEAST OF THE CENTER OF THE LEVEE ROAD, AND
 EH2500'3.0 METERS (9.8 FT) NORTHWEST OF MILE POST NUMBER 30/31.
 EH2500'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 EH2500'THE MARK IS 0.15 M BELOW LEVEE ROAD.
 EH2500
 EH2500                          STATION RECOVERY (2003)
 EH2500
 EH2500'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2500'RECOVERED IN GOOD CONDITION.
 EH2500
 EH2500                          STATION RECOVERY (2008)
 EH2500
 EH2500'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1531 ***********************************************************************
 DJ1531  DESIGNATION -  D 350
 DJ1531  PID         -  DJ1531
 DJ1531  STATE/COUNTY-  MS/LOWNDES
 DJ1531  USGS QUAD   -  ARTESIA (1987)
 DJ1531
 DJ1531                         *CURRENT SURVEY CONTROL
 DJ1531  ___________________________________________________________________
 DJ1531* NAD 83(1986)-  33 29 13.     (N)    088 39 32.     (W)     SCALED    
 DJ1531* NAVD 88     -        74.565  (meters)     244.64   (feet)  ADJUSTED  
 DJ1531  ___________________________________________________________________
 DJ1531  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1531  DYNAMIC HT  -          74.486 (meters)     244.38  (feet)  COMP
 DJ1531  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DJ1531
 DJ1531  VERT ORDER  -  FIRST     CLASS II
 DJ1531
 DJ1531.The horizontal coordinates were scaled from a topographic map and have
 DJ1531.an estimated accuracy of +/- 6 seconds.
 DJ1531
 DJ1531.The orthometric height was determined by differential leveling
 DJ1531.and adjusted in June 1991.
 DJ1531
 DJ1531.The geoid height was determined by GEOID03.
 DJ1531
 DJ1531.The dynamic height is computed by dividing the NAVD 88
 DJ1531.geopotential number by the normal gravity value computed on the
 DJ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1531.degrees latitude (g = 980.6199 gals.).
 DJ1531
 DJ1531.The modeled gravity was interpolated from observed gravity values.
 DJ1531
 DJ1531;                    North         East    Units  Estimated Accuracy
 DJ1531;SPC MS E     -   442,060.      316,210.      MT  (+/- 180 meters Scaled)
 DJ1531
 DJ1531                          SUPERSEDED SURVEY CONTROL
 DJ1531
 DJ1531.No superseded survey control is available for this station.
 DJ1531
 DJ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC458065(NAD 83)
 DJ1531_MARKER: DB = BENCH MARK DISK
 DJ1531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ1531_SP_SET: CONCRETE PIER
 DJ1531_STAMPING: D 350 1983
 DJ1531_MARK LOGO: NGS   
 DJ1531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ1531+STABILITY: POSITION/ELEVATION WELL
 DJ1531
 DJ1531  HISTORY     - Date     Condition        Report By
 DJ1531  HISTORY     - 1983     MONUMENTED       NGS
 DJ1531
 DJ1531                          STATION DESCRIPTION
 DJ1531
 DJ1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1531'0.9 KM (0.55 MI) NORTH FROM MAYHEW.
 DJ1531'0.9 KM (0.55 MI) NORTH ALONG U.S. HIGHWAY 45 ALTERNATE FROM THE
 DJ1531'JUNCTION OF OLD U.S. HIGHWAY 82 IN MAYHEW, AT THE OVERPASS OF U.S.
 DJ1531'HIGHWAY 82 OVER U.S. HIGHWAY 45 ALTERNATE, SET VERTICALLY IN THE SOUTH
 DJ1531'FACE OF THE CENTER ONE OF THREE PIERS OF THE WESTBOUND LANES OF U.S.
 DJ1531'HIGHWAY 82, ON THE WEST SIDE OF U.S. HIGHWAY 45 ALTERNATE (SOUTHBOUND
 DJ1531'LANES), 13.7 METERS (45.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DJ1531'LANES OF U.S. HIGHWAY 45 ALTERNATE.
 DJ1531'THE MARK IS 1.50 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1537 ***********************************************************************
 DJ1537  DESIGNATION -  D 352
 DJ1537  PID         -  DJ1537
 DJ1537  STATE/COUNTY-  MS/NOXUBEE
 DJ1537  USGS QUAD   -  BROOKSVILLE (1982)
 DJ1537
 DJ1537                         *CURRENT SURVEY CONTROL
 DJ1537  ___________________________________________________________________
 DJ1537* NAD 83(1986)-  33 12 21.     (N)    088 34 10.     (W)     SCALED    
 DJ1537* NAVD 88     -        72.989  (meters)     239.46   (feet)  ADJUSTED  
 DJ1537  ___________________________________________________________________
 DJ1537  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ1537  DYNAMIC HT  -          72.909 (meters)     239.20  (feet)  COMP
 DJ1537  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DJ1537
 DJ1537  VERT ORDER  -  FIRST     CLASS II
 DJ1537
 DJ1537.The horizontal coordinates were scaled from a topographic map and have
 DJ1537.an estimated accuracy of +/- 6 seconds.
 DJ1537
 DJ1537.The orthometric height was determined by differential leveling
 DJ1537.and adjusted in June 1991.
 DJ1537
 DJ1537.The geoid height was determined by GEOID03.
 DJ1537
 DJ1537.The dynamic height is computed by dividing the NAVD 88
 DJ1537.geopotential number by the normal gravity value computed on the
 DJ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1537.degrees latitude (g = 980.6199 gals.).
 DJ1537
 DJ1537.The modeled gravity was interpolated from observed gravity values.
 DJ1537
 DJ1537;                    North         East    Units  Estimated Accuracy
 DJ1537;SPC MS E     -   410,900.      324,600.      MT  (+/- 180 meters Scaled)
 DJ1537
 DJ1537                          SUPERSEDED SURVEY CONTROL
 DJ1537
 DJ1537.No superseded survey control is available for this station.
 DJ1537
 DJ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB537752(NAD 83)
 DJ1537_MARKER: I = METAL ROD
 DJ1537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1537_SP_SET: STAINLESS STEEL ROD
 DJ1537_STAMPING: D 352 1983
 DJ1537_MARK LOGO: NGS   
 DJ1537_PROJECTION: RECESSED 14 CENTIMETERS
 DJ1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1537_ROD/PIPE-DEPTH: 1.73 meters
 DJ1537
 DJ1537  HISTORY     - Date     Condition        Report By
 DJ1537  HISTORY     - 1983     MONUMENTED       NGS
 DJ1537
 DJ1537                          STATION DESCRIPTION
 DJ1537
 DJ1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1537'3.4 KM (2.15 MI) SOUTH FROM BROOKSVILLE.
 DJ1537'3.4 KM (2.15 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 DJ1537'HIGHWAY 45 ALTERNATE AT THE EAST EDGE OF BROOKSVILLE, AT A POWERLINE
 DJ1537'POLE ON THE WEST SIDE OF THE HIGHWAY, 0.1 KM (0.05 MI) NORTH OF A SIDE
 DJ1537'ROAD LEADING EAST, IS SOUTH-SOUTHWEST OF THE FIRST POWERLINE POLE
 DJ1537'NORTH OF A POWERLINE CROSSING THE HIGHWAY, 14.72 METERS (48.3 FT) WEST
 DJ1537'OF THE CENTERLINE OF THE HIGHWAY, 0.85 METERS (2.8 FT) SOUTH-SOUTHWEST
 DJ1537'OF POWERLINE POLE NUMBER C 120, AND 0.3 METER (2.0 FT) EAST OF A 4
 DJ1537'WIRE BARBWIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL INTO WHITE
 DJ1537'LIMESTONE.
 DJ1537'THE MARK IS 0.85 METERS  NNE FROM A WITNESS POST.
 DJ1537'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1123 ***********************************************************************
 CO1123  DESIGNATION -  D 353
 CO1123  PID         -  CO1123
 CO1123  STATE/COUNTY-  MS/NOXUBEE
 CO1123  USGS QUAD   -  SHUQUALAK (1982)
 CO1123
 CO1123                         *CURRENT SURVEY CONTROL
 CO1123  ___________________________________________________________________
 CO1123* NAD 83(1986)-  32 58 42.     (N)    088 34 04.     (W)     SCALED    
 CO1123* NAVD 88     -        66.046  (meters)     216.69   (feet)  ADJUSTED  
 CO1123  ___________________________________________________________________
 CO1123  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CO1123  DYNAMIC HT  -          65.972 (meters)     216.44  (feet)  COMP
 CO1123  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 CO1123
 CO1123  VERT ORDER  -  FIRST     CLASS II
 CO1123
 CO1123.The horizontal coordinates were scaled from a topographic map and have
 CO1123.an estimated accuracy of +/- 6 seconds.
 CO1123
 CO1123.The orthometric height was determined by differential leveling
 CO1123.and adjusted in June 1991.
 CO1123
 CO1123.The geoid height was determined by GEOID03.
 CO1123
 CO1123.The dynamic height is computed by dividing the NAVD 88
 CO1123.geopotential number by the normal gravity value computed on the
 CO1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1123.degrees latitude (g = 980.6199 gals.).
 CO1123
 CO1123.The modeled gravity was interpolated from observed gravity values.
 CO1123
 CO1123;                    North         East    Units  Estimated Accuracy
 CO1123;SPC MS E     -   385,670.      324,820.      MT  (+/- 180 meters Scaled)
 CO1123
 CO1123                          SUPERSEDED SURVEY CONTROL
 CO1123
 CO1123.No superseded survey control is available for this station.
 CO1123
 CO1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB535499(NAD 83)
 CO1123_MARKER: I = METAL ROD
 CO1123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1123_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1123_STAMPING: D 353 1983
 CO1123_MARK LOGO: NGS   
 CO1123_PROJECTION: RECESSED 3 CENTIMETERS
 CO1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1123+STABILITY: POSITION/ELEVATION WELL
 CO1123_ROD/PIPE-DEPTH: 7.16 meters
 CO1123_SLEEVE-DEPTH  : 6.09 meters
 CO1123
 CO1123  HISTORY     - Date     Condition        Report By
 CO1123  HISTORY     - 1983     MONUMENTED       NGS
 CO1123
 CO1123                          STATION DESCRIPTION
 CO1123
 CO1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CO1123'IN SHUQUALAK.
 CO1123'IN SHUQUALAK, SET UNDER THE SHUQUALAK CITY WATER TANK, LOCATED BY THE
 CO1123'FIRE STATION, 24.08 METERS (79.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 CO1123'OF THE FIRE STATION, 5.48 METERS (18.0 FT) SOUTHWEST OF THE NORTHEAST
 CO1123'LEG OF THE WATER TOWER, 4.54 METERS (14.9 FT) SOUTHEAST OF THE
 CO1123'NORTHWEST LEG OF THE WATER TOWER, 7.32 METERS (24.0 FT) NORTH OF THE
 CO1123'NORTHWEST CORNER OF THE FOUNDATION FOR THE STANDPIPE, AND 1.37 METERS
 CO1123'(4.5 FT) WEST OF BENCH MARK P 71 1935.
 CO1123'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2625 ***********************************************************************
 EH2625  DESIGNATION -  D 355
 EH2625  PID         -  EH2625
 EH2625  STATE/COUNTY-  MS/BOLIVAR
 EH2625  USGS QUAD   -  LACONIA (1982)
 EH2625
 EH2625                         *CURRENT SURVEY CONTROL
 EH2625  ___________________________________________________________________
 EH2625* NAD 83(1986)-  34 06 28.     (N)    090 55 26.     (W)     SCALED    
 EH2625* NAVD 88     -        47.659  (meters)     156.36   (feet)  ADJUSTED  
 EH2625  ___________________________________________________________________
 EH2625  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2625  DYNAMIC HT  -          47.612 (meters)     156.21  (feet)  COMP
 EH2625  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 EH2625
 EH2625  VERT ORDER  -  FIRST     CLASS II
 EH2625
 EH2625.The horizontal coordinates were scaled from a topographic map and have
 EH2625.an estimated accuracy of +/- 6 seconds.
 EH2625
 EH2625.The orthometric height was determined by differential leveling
 EH2625.and adjusted in June 1991.
 EH2625
 EH2625.The geoid height was determined by GEOID03.
 EH2625
 EH2625.The dynamic height is computed by dividing the NAVD 88
 EH2625.geopotential number by the normal gravity value computed on the
 EH2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2625.degrees latitude (g = 980.6199 gals.).
 EH2625
 EH2625.The modeled gravity was interpolated from observed gravity values.
 EH2625
 EH2625;                    North         East    Units  Estimated Accuracy
 EH2625;SPC MS W     -   511,060.      645,510.      MT  (+/- 180 meters Scaled)
 EH2625
 EH2625                          SUPERSEDED SURVEY CONTROL
 EH2625
 EH2625  NGVD 29 (??/??/??)   47.711  (m)          156.53   (f) ADJUSTED    1 2
 EH2625
 EH2625.Superseded values are not recommended for survey control.
 EH2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2625.See file dsdata.txt to determine how the superseded data were derived.
 EH2625
 EH2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT914760(NAD 83)
 EH2625_MARKER: I = METAL ROD
 EH2625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2625_SP_SET: STAINLESS STEEL ROD
 EH2625_STAMPING: D 355 1985
 EH2625_MARK LOGO: NGS   
 EH2625_PROJECTION: FLUSH
 EH2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2625_ROD/PIPE-DEPTH: 23.2 meters
 EH2625
 EH2625  HISTORY     - Date     Condition        Report By
 EH2625  HISTORY     - 1985     MONUMENTED       NGS
 EH2625
 EH2625                          STATION DESCRIPTION
 EH2625
 EH2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2625'18.2 KM (11.3 MI) SW FROM RENA LARA.
 EH2625'6.9 KM (4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH
 EH2625'IN RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG AN
 EH2625'ASPHALT ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE
 EH2625'TOP OF THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO
 EH2625'THE ENTRANCE OF THE PUSHMATAHA PLANTATION, THENCE AFTER PASSING
 EH2625'THROUGH THE IRON GATE 0.81 KM (0.5 MI) SOUTH ALONG A SAND AND GRAVEL
 EH2625'FIELD ROAD, THENCE 2.7 KM (1.65 MI) WEST ALONG A SAND FIELD ROAD TO
 EH2625'THE OLD LEVEE, THENCE 1.5 KM (0.9 MI) NORTHWEST ALONG THE TOP OF THE
 EH2625'LEVEE TO A FIELD ROAD SOUTH AND A TREE LINE, THENCE 0.64 KM (0.4 MI)
 EH2625'SOUTH ALONG THE FIELD ROAD AND TREE LINE TO A EAST-WEST RUN OFF DITCH
 EH2625'AND THREE LARGE COTTONWOOD TREES, SET BETWEEN THREE FIBERGLASS WITNESS
 EH2625'POSTS, 6.7 METERS (22.0 FT) WEST OF THE APPROXIMATE CENTER OF THE
 EH2625'FIELD ROAD, 20.5 METERS (67.4 FT) NORTH-NORTHWEST OF THE MIDDLE ONE OF
 EH2625'THREE 42-INCH COTTONWOOD TREES (AT THE EDGE OF THE FIELD ROAD), AND
 EH2625'26.8 METERS (88.0 FT) NORTH OF A SMALL RUN OFF DITCH.
 EH2625'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 EH2625'THE MARK IS 0.91 M ABOVE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1403 ***********************************************************************
 EG1403  DESIGNATION -  D 356
 EG1403  PID         -  EG1403
 EG1403  STATE/COUNTY-  MS/PRENTISS
 EG1403  USGS QUAD   -  WHEELER (1973)
 EG1403
 EG1403                         *CURRENT SURVEY CONTROL
 EG1403  ___________________________________________________________________
 EG1403* NAD 83(1986)-  34 33 17.     (N)    088 30 14.     (W)     SCALED    
 EG1403* NAVD 88     -       142.674  (meters)     468.09   (feet)  ADJUSTED  
 EG1403  ___________________________________________________________________
 EG1403  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1403  DYNAMIC HT  -         142.534 (meters)     467.63  (feet)  COMP
 EG1403  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EG1403
 EG1403  VERT ORDER  -  FIRST     CLASS II
 EG1403
 EG1403.The horizontal coordinates were scaled from a topographic map and have
 EG1403.an estimated accuracy of +/- 6 seconds.
 EG1403
 EG1403.The orthometric height was determined by differential leveling
 EG1403.and adjusted in June 1991.
 EG1403
 EG1403.The geoid height was determined by GEOID03.
 EG1403
 EG1403.The dynamic height is computed by dividing the NAVD 88
 EG1403.geopotential number by the normal gravity value computed on the
 EG1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1403.degrees latitude (g = 980.6199 gals.).
 EG1403
 EG1403.The modeled gravity was interpolated from observed gravity values.
 EG1403
 EG1403;                    North         East    Units  Estimated Accuracy
 EG1403;SPC MS E     -   560,530.      330,240.      MT  (+/- 180 meters Scaled)
 EG1403
 EG1403                          SUPERSEDED SURVEY CONTROL
 EG1403
 EG1403  NGVD 29 (??/??/92)  142.608  (m)          467.87   (f) ADJ UNCH    1 2
 EG1403
 EG1403.Superseded values are not recommended for survey control.
 EG1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1403.See file dsdata.txt to determine how the superseded data were derived.
 EG1403
 EG1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD620246(NAD 83)
 EG1403_MARKER: I = METAL ROD
 EG1403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1403_SP_SET: STAINLESS STEEL ROD
 EG1403_STAMPING: D 356 1985
 EG1403_MARK LOGO: NGS   
 EG1403_PROJECTION: FLUSH
 EG1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1403+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 EG1403_ROD/PIPE-DEPTH: 4.8  meters
 EG1403
 EG1403  HISTORY     - Date     Condition        Report By
 EG1403  HISTORY     - 1985     MONUMENTED       NGS
 EG1403  HISTORY     - 20020411 GOOD             USACE
 EG1403
 EG1403                          STATION DESCRIPTION
 EG1403
 EG1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1403'13.2 KM (8.2 MI) ESE FROM WHEELER.
 EG1403'0.5 KM (0.3 MI) SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL
 EG1403'IN WHEELER, THENCE 12.8 KM (7.95 MI) EAST-SOUTHEAST ALONG A GRAVEL
 EG1403'ROAD TO THE MARK ON THE RIGHT AT THE JUNCTION OF A GRAVEL ROAD
 EG1403'LEADING SOUTH-SOUTHEAST, 10.36 METERS (34.0 FT) NORTHEAST OF THE
 EG1403'CENTER OF THE ROAD, 0.51 METERS (1.7 FT) SOUTHEAST OF A POWER POLE,
 EG1403'2.5 METERS (8.2 FT) SOUTHWEST OF A BARBED WIRE FENCE AND 10.21 METERS
 EG1403'(33.5 FT) NORTHWEST OF TELEPHONE CABLE JUNCTION BOX. NOTE--ACCESS
 EG1403'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1403'THE MARK IS 0.35 METERS  SE FROM  A WITNESS POST
 EG1403'THE MARK IS 1.5 M ABOVE ROAD.
 EG1403
 EG1403                          STATION RECOVERY (2002)
 EG1403
 EG1403'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1482 ***********************************************************************
 EG1482  DESIGNATION -  D 357
 EG1482  PID         -  EG1482
 EG1482  STATE/COUNTY-  MS/MONROE
 EG1482  USGS QUAD   -  SHANNON (1979)
 EG1482
 EG1482                         *CURRENT SURVEY CONTROL
 EG1482  ___________________________________________________________________
 EG1482* NAD 83(1986)-  34 00 04.     (N)    088 41 03.     (W)     SCALED    
 EG1482* NAVD 88     -        96.692  (meters)     317.23   (feet)  ADJUSTED  
 EG1482  ___________________________________________________________________
 EG1482  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1482  DYNAMIC HT  -          96.594 (meters)     316.91  (feet)  COMP
 EG1482  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 EG1482
 EG1482  VERT ORDER  -  FIRST     CLASS II
 EG1482
 EG1482.The horizontal coordinates were scaled from a topographic map and have
 EG1482.an estimated accuracy of +/- 6 seconds.
 EG1482
 EG1482.The orthometric height was determined by differential leveling
 EG1482.and adjusted in June 1991.
 EG1482
 EG1482.The geoid height was determined by GEOID03.
 EG1482
 EG1482.The dynamic height is computed by dividing the NAVD 88
 EG1482.geopotential number by the normal gravity value computed on the
 EG1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1482.degrees latitude (g = 980.6199 gals.).
 EG1482
 EG1482.The modeled gravity was interpolated from observed gravity values.
 EG1482
 EG1482;                    North         East    Units  Estimated Accuracy
 EG1482;SPC MS E     -   499,080.      313,780.      MT  (+/- 180 meters Scaled)
 EG1482
 EG1482                          SUPERSEDED SURVEY CONTROL
 EG1482
 EG1482  NGVD 29 (??/??/92)   96.629  (m)          317.02   (f) ADJ UNCH    1 2
 EG1482
 EG1482.Superseded values are not recommended for survey control.
 EG1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1482.See file dsdata.txt to determine how the superseded data were derived.
 EG1482
 EG1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC444635(NAD 83)
 EG1482_MARKER: I = METAL ROD
 EG1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1482_SP_SET: STAINLESS STEEL ROD
 EG1482_STAMPING: D 357 1985
 EG1482_MARK LOGO: NGS   
 EG1482_PROJECTION: FLUSH
 EG1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1482_ROD/PIPE-DEPTH: 4.9  meters
 EG1482
 EG1482  HISTORY     - Date     Condition        Report By
 EG1482  HISTORY     - 1985     MONUMENTED       NGS
 EG1482
 EG1482                          STATION DESCRIPTION
 EG1482
 EG1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1482'6.6 KM (4.1 MI) EAST FROM OKOLONA.
 EG1482'6.6 KM (4.1 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 EG1482'HIGHWAY 45 ALTERNATE IN OKOLONA TO THE MARK ON THE RIGHT, 14.78 METERS
 EG1482'(48.5 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20.42 METERS (67.0
 EG1482'FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH, 1.86 METERS (6.1
 EG1482'FT) WEST OF A UTILITY POLE.
 EG1482'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1482'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 EG1482'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1439 ***********************************************************************
 EG1439  CBN         -  This is a Cooperative Base Network Control Station.
 EG1439  DESIGNATION -  D 358
 EG1439  PID         -  EG1439
 EG1439  STATE/COUNTY-  MS/ITAWAMBA
 EG1439  USGS QUAD   -  FULTON (1992)
 EG1439
 EG1439                         *CURRENT SURVEY CONTROL
 EG1439  ___________________________________________________________________
 EG1439* NAD 83(2007)-  34 16 56.96501(N)    088 25 44.95874(W)     ADJUSTED  
 EG1439* NAVD 88     -        85.756  (meters)     281.35   (feet)  ADJUSTED  
 EG1439  ___________________________________________________________________
 EG1439  EPOCH DATE  -        2002.00
 EG1439  X           -     144,623.201 (meters)                     COMP
 EG1439  Y           -  -5,273,737.292 (meters)                     COMP
 EG1439  Z           -   3,572,414.062 (meters)                     COMP
 EG1439  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EG1439  ELLIP HEIGHT-          58.102 (meters)          (02/10/07) ADJUSTED
 EG1439  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG1439  DYNAMIC HT  -          85.670 (meters)     281.07  (feet)  COMP
 EG1439
 EG1439  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1439  Type    PID    Designation                      North   East  Ellip
 EG1439  -------------------------------------------------------------------
 EG1439  NETWORK EG1439 D 358                             0.73   0.71   2.84
 EG1439  -------------------------------------------------------------------
 EG1439  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 EG1439
 EG1439  VERT ORDER  -  FIRST     CLASS II
 EG1439
 EG1439.The horizontal coordinates were established by GPS observations
 EG1439.and adjusted by the National Geodetic Survey in February 2007.
 EG1439
 EG1439.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1439.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1439.The horizontal coordinates are valid at the epoch date displayed above.
 EG1439.The epoch date for horizontal control is a decimal equivalence
 EG1439.of Year/Month/Day.
 EG1439
 EG1439.The orthometric height was determined by differential leveling
 EG1439.and adjusted in June 1991.
 EG1439
 EG1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1439
 EG1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1439
 EG1439.The ellipsoidal height was determined by GPS observations
 EG1439.and is referenced to NAD 83.
 EG1439
 EG1439.The geoid height was determined by GEOID03.
 EG1439
 EG1439.The dynamic height is computed by dividing the NAVD 88
 EG1439.geopotential number by the normal gravity value computed on the
 EG1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1439.degrees latitude (g = 980.6199 gals.).
 EG1439
 EG1439.The modeled gravity was interpolated from observed gravity values.
 EG1439
 EG1439;                    North         East     Units Scale Factor Converg.
 EG1439;SPC MS E     -   530,354.804   337,214.104   MT  0.99996706   +0 13 39.6
 EG1439;SPC MS E     - 1,740,005.72  1,106,343.27   sFT  0.99996706   +0 13 39.6
 EG1439;UTM  16      - 3,794,402.885   368,454.078   MT  0.99981330   -0 48 18.4
 EG1439
 EG1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1439!SPC MS E     -   0.99999088  x   0.99996706  =   0.99995794
 EG1439!UTM  16      -   0.99999088  x   0.99981330  =   0.99980418
 EG1439
 EG1439                          SUPERSEDED SURVEY CONTROL
 EG1439
 EG1439  ELLIP H (04/15/02)   58.102  (m)                       GP(       ) 4 2
 EG1439  NAD 83(1993)-  34 16 56.96496(N)    088 25 44.95875(W) AD(       ) B
 EG1439  ELLIP H (02/15/02)   58.109  (m)                       GP(       ) 4 1
 EG1439  NGVD 29 (??/??/92)   85.688  (m)          281.13   (f) ADJ UNCH    1 2
 EG1439
 EG1439.Superseded values are not recommended for survey control.
 EG1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1439.See file dsdata.txt to determine how the superseded data were derived.
 EG1439
 EG1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6845494403(NAD 83)
 EG1439_MARKER: F = FLANGE-ENCASED ROD
 EG1439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1439_SP_SET: STAINLESS STEEL ROD
 EG1439_STAMPING: D 358 1985
 EG1439_MARK LOGO: NGS   
 EG1439_PROJECTION: FLUSH
 EG1439_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1439+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 EG1439_ROD/PIPE-DEPTH: 13.4 meters
 EG1439
 EG1439  HISTORY     - Date     Condition        Report By
 EG1439  HISTORY     - 1985     MONUMENTED       NGS
 EG1439  HISTORY     - 20000919 GOOD             MSHD
 EG1439  HISTORY     - 20080402 GOOD             TVA
 EG1439
 EG1439                          STATION DESCRIPTION
 EG1439
 EG1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1439'31.5 KM (19.6 MI) SSW FROM BAY SPRINGS.
 EG1439'31.5 KM (19.6 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1439'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1439'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 0.08 KM (0.05 MI)
 EG1439'SOUTH OF A MAJOR POWER LINE CROSSING THE WATERWAY, 1.2 KM (0.75 MI)
 EG1439'NORTH OF THE JUNCTION OF OLD U.S. HIGHWAY 78, 6.55 METERS (21.5 FT)
 EG1439'EAST OF THE CENTER OF THE LEVEE ROAD, 46.93 METERS (154.0 FT) SOUTH OF
 EG1439'RANGE MARKER SIGN NUMBER 39.28. NOTE--ACCESS TO DATUM POINT IS HAD
 EG1439'THROUGH A 5-INCH LOGO CAP.
 EG1439'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 EG1439'THE MARK IS 0.30 M BELOW ROAD.
 EG1439
 EG1439                          STATION RECOVERY (2000)
 EG1439
 EG1439'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1439'RECOVERED AS DESCRIBED.  PUBLIC ACCESS FOR THE OLD HWY 78 BOAT RAMP IS
 EG1439'LOCATED WHERE RTE 178 (OLD US 78) INTERSECTS THE LEVEE ON THE WEST
 EG1439'BANK OF THE WATERWAY.  FROM THE LOCKED GATE AT THE NORTH END OF THIS
 EG1439'PUBLIC AREA, THE STATION IS 0.57 MI (0.92 KM) FARTHER NORTH ALONG THE
 EG1439'LEVEE ROAD (A BRUTAL 15 MINUTE TRUDGE IN THE HEAT WITH A LOAD OF
 EG1439'EQUIPMENT).
 EG1439
 EG1439                          STATION RECOVERY (2008)
 EG1439
 EG1439'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2008 (CDM)
 EG1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3149 ***********************************************************************
 EH3149  DESIGNATION -  D 359
 EH3149  PID         -  EH3149
 EH3149  STATE/COUNTY-  MS/TUNICA
 EH3149  USGS QUAD   -  ROBINSONVILLE (1981)
 EH3149
 EH3149                         *CURRENT SURVEY CONTROL
 EH3149  ___________________________________________________________________
 EH3149* NAD 83(1986)-  34 49 02.     (N)    090 18 10.     (W)     SCALED    
 EH3149* NAVD 88     -        60.980  (meters)     200.07   (feet)  ADJUSTED  
 EH3149  ___________________________________________________________________
 EH3149  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH3149  DYNAMIC HT  -          60.923 (meters)     199.88  (feet)  COMP
 EH3149  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 EH3149
 EH3149  VERT ORDER  -  FIRST     CLASS II
 EH3149
 EH3149.The horizontal coordinates were scaled from a topographic map and have
 EH3149.an estimated accuracy of +/- 6 seconds.
 EH3149
 EH3149.The orthometric height was determined by differential leveling
 EH3149.and adjusted in July 1994.
 EH3149
 EH3149.The geoid height was determined by GEOID03.
 EH3149
 EH3149.The dynamic height is computed by dividing the NAVD 88
 EH3149.geopotential number by the normal gravity value computed on the
 EH3149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3149.degrees latitude (g = 980.6199 gals.).
 EH3149
 EH3149.The modeled gravity was interpolated from observed gravity values.
 EH3149
 EH3149;                    North         East    Units  Estimated Accuracy
 EH3149;SPC MS W     -   589,600.      702,800.      MT  (+/- 180 meters Scaled)
 EH3149
 EH3149                          SUPERSEDED SURVEY CONTROL
 EH3149
 EH3149.No superseded survey control is available for this station.
 EH3149
 EH3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU467560(NAD 83)
 EH3149_MARKER: I = METAL ROD
 EH3149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3149_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3149_STAMPING: D 359 1991
 EH3149_MARK LOGO: NGS   
 EH3149_PROJECTION: FLUSH
 EH3149_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3149+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EH3149_ROD/PIPE-DEPTH: 39.2 meters
 EH3149_SLEEVE-DEPTH  : 0.9 meters
 EH3149
 EH3149  HISTORY     - Date     Condition        Report By
 EH3149  HISTORY     - 1991     MONUMENTED       NGS
 EH3149  HISTORY     - 20030604 MARK NOT FOUND   USACE
 EH3149
 EH3149                          STATION DESCRIPTION
 EH3149
 EH3149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3149'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH3149'OFFICE IN WALLS, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG ROBINSONVILLE
 EH3149'ROAD, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.1 M
 EH3149'(3.6 FT) WEST OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 EH3149'THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 EH3149'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH3149
 EH3149                          STATION RECOVERY (2003)
 EH3149
 EH3149'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0349 ***********************************************************************
 BV0349  DESIGNATION -  D 36
 BV0349  PID         -  BV0349
 BV0349  STATE/COUNTY-  MS/WAYNE
 BV0349  USGS QUAD   -  SHUBUTA (1964)
 BV0349
 BV0349                         *CURRENT SURVEY CONTROL
 BV0349  ___________________________________________________________________
 BV0349* NAD 83(1986)-  31 45 46.     (N)    088 40 44.     (W)     SCALED    
 BV0349* NAVD 88     -        53.074  (meters)     174.13   (feet)  ADJUSTED  
 BV0349  ___________________________________________________________________
 BV0349  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV0349  DYNAMIC HT  -          53.011 (meters)     173.92  (feet)  COMP
 BV0349  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 BV0349
 BV0349  VERT ORDER  -  FIRST     CLASS II
 BV0349
 BV0349.The horizontal coordinates were scaled from a topographic map and have
 BV0349.an estimated accuracy of +/- 6 seconds.
 BV0349
 BV0349.The orthometric height was determined by differential leveling
 BV0349.and adjusted in June 1991.
 BV0349
 BV0349.The geoid height was determined by GEOID03.
 BV0349
 BV0349.The dynamic height is computed by dividing the NAVD 88
 BV0349.geopotential number by the normal gravity value computed on the
 BV0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0349.degrees latitude (g = 980.6199 gals.).
 BV0349
 BV0349.The modeled gravity was interpolated from observed gravity values.
 BV0349
 BV0349;                    North         East    Units  Estimated Accuracy
 BV0349;SPC MS E     -   250,860.      314,630.      MT  (+/- 180 meters Scaled)
 BV0349
 BV0349                          SUPERSEDED SURVEY CONTROL
 BV0349
 BV0349  NGVD 29 (??/??/92)   53.091  (m)          174.18   (f) ADJ UNCH    1 2
 BV0349
 BV0349.Superseded values are not recommended for survey control.
 BV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0349.See file dsdata.txt to determine how the superseded data were derived.
 BV0349
 BV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA410153(NAD 83)
 BV0349_MARKER: DB = BENCH MARK DISK
 BV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0349_SP_SET: CONCRETE POST
 BV0349_STAMPING: D 36 1934
 BV0349_MARK LOGO: CGS   
 BV0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0349+STABILITY: SURFACE MOTION
 BV0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0349+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1991
 BV0349
 BV0349  HISTORY     - Date     Condition        Report By
 BV0349  HISTORY     - 1934     MONUMENTED       CGS
 BV0349  HISTORY     - 1958     GOOD             NGS
 BV0349  HISTORY     - 1961     GOOD             NGS
 BV0349  HISTORY     - 19910829 GOOD             MSHD
 BV0349
 BV0349                          STATION DESCRIPTION
 BV0349
 BV0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0349'7.0 MI N FROM WAYNESBORO.
 BV0349'LOCATED 7.0 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 BV0349'THE STATION AT WAYNESBORO, 16 POLES NORTH OF MILEPOST 89, 17 POLES
 BV0349'SOUTH OF MILEPOST 90 (COUNTING POLES ON THE WEST SIDE OF THE TRACK),
 BV0349'NEAR THE SOUTH END OF A CURVE AND 160 PACES NORTH OF A PRIVATE ROAD
 BV0349'CROSSING.  IT IS 60 FEET SOUTH OF POLE NO. 1337 WHICH IS ON THE EAST
 BV0349'SIDE OF THE TRACK, 41 FEET EAST OF THE EAST RAIL, 6 FEET WEST OF A
 BV0349'RIGHT-OF-WAY FENCE, 70 FEET SOUTH OF A DRAINAGE DITCH FROM THE EAST,
 BV0349'AND 68 FEET EAST AND ON THE OPPOSITE SIDE OF A POLE ON THE WEST SIDE
 BV0349'OF THE TRACK.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0349'PROJECTING 8 INCHES, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 BV0349
 BV0349                          STATION RECOVERY (1961)
 BV0349
 BV0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BV0349'RECOVERED IN GOOD CONDITION.
 BV0349
 BV0349                          STATION RECOVERY (1991)
 BV0349
 BV0349'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0349'(NOTE) THE MARK IS EXPOSED ABOUT 5 INCHES ON THE WEST SIDE BUT IS
 BV0349'STILL STEADY.
 BV0349'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHWEST OF WAYNESBORO, IN
 BV0349'THE NORTHEAST ANGLE OF THE CROSSING OF THE GULF OF MISSISSIPPI
 BV0349'RAILROAD TRACK WITH A PRIVATE ROAD, 6.8 MI (10.9 KM) SOUTH OF SHUBUTA
 BV0349'AND IS IN SECTION 10, T 9N, R 7W.
 BV0349'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV0349'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTRESECTION OF U.S. HIGHWAY
 BV0349'45, TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 45 FOR 6.9 MI
 BV0349'(11.1 KM) TO A SIDE ROAD RIGHT AND A PRIVATE ROAD ON THE LEFT, TURN
 BV0349'LEFT AND FOLLOW A WINDING PRIVATE DIRT ROAD FOR 0.5 MI (0.8 KM) TO A
 BV0349'RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 BV0349'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0349'ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 12
 BV0349'INCHES, 483.0 FT (147.2 M) NORTH OF THE CENTER OF A PRIVATE ROAD,
 BV0349'70.0 FT (21.3 M) SOUTH OF A DRAIN DITCH, 41.0 FT (12.5 M) EAST OF THE
 BV0349'EAST RAIL, 28.5 FT (8.7 M) NORTHWEST OF A 15 INCH OAK, 19.5 FT
 BV0349'(5.9 M) SOUTHEAST OF A 10 INCH OAK, 6.0 FT (1.8 M) SOUTHWEST OF A
 BV0349'R.O.W. FENCE AND 1.5 FT (0.5 M) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2158 ***********************************************************************
 DK2158  DESIGNATION -  D 360
 DK2158  PID         -  DK2158
 DK2158  STATE/COUNTY-  MS/BOLIVAR
 DK2158  USGS QUAD   -  LOBDELL (1967)
 DK2158
 DK2158                         *CURRENT SURVEY CONTROL
 DK2158  ___________________________________________________________________
 DK2158* NAD 83(1986)-  33 42 56.     (N)    090 58 58.     (W)     SCALED    
 DK2158* NAVD 88     -        43.172  (meters)     141.64   (feet)  ADJUSTED  
 DK2158  ___________________________________________________________________
 DK2158  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK2158  DYNAMIC HT  -          43.128 (meters)     141.50  (feet)  COMP
 DK2158  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DK2158
 DK2158  VERT ORDER  -  FIRST     CLASS II
 DK2158
 DK2158.The horizontal coordinates were scaled from a topographic map and have
 DK2158.an estimated accuracy of +/- 6 seconds.
 DK2158
 DK2158.The orthometric height was determined by differential leveling
 DK2158.and adjusted in July 1994.
 DK2158
 DK2158.The geoid height was determined by GEOID03.
 DK2158
 DK2158.The dynamic height is computed by dividing the NAVD 88
 DK2158.geopotential number by the normal gravity value computed on the
 DK2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2158.degrees latitude (g = 980.6199 gals.).
 DK2158
 DK2158.The modeled gravity was interpolated from observed gravity values.
 DK2158
 DK2158;                    North         East    Units  Estimated Accuracy
 DK2158;SPC MS W     -   467,590.      639,800.      MT  (+/- 180 meters Scaled)
 DK2158
 DK2158                          SUPERSEDED SURVEY CONTROL
 DK2158
 DK2158.No superseded survey control is available for this station.
 DK2158
 DK2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT869324(NAD 83)
 DK2158_MARKER: I = METAL ROD
 DK2158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2158_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2158_STAMPING: D 360 1991
 DK2158_MARK LOGO: NGS   
 DK2158_PROJECTION: FLUSH
 DK2158_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2158+STABILITY: POSITION/ELEVATION WELL
 DK2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2158+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2158_ROD/PIPE-DEPTH: 39.5 meters
 DK2158_SLEEVE-DEPTH  : 6.6 meters
 DK2158
 DK2158  HISTORY     - Date     Condition        Report By
 DK2158  HISTORY     - 1991     MONUMENTED       NGS
 DK2158
 DK2158                          STATION DESCRIPTION
 DK2158
 DK2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2158'16.5 KM (10.25 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK2158'OF STATE HIGHWAY 8 IN ROSEDALE, 15.6 M (51.2 FT) WEST OF AND LEVEL
 DK2158'WITH THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) NORTH OF THE
 DK2158'CENTER OF A FIELD ENTRANCE, 4.1 M (13.5 FT) NORTHEAST OF AN
 DK2158'UNDERGROUND JUNCTION BOX, 1.3 M (4.3 FT) NORTH OF A UTILITY POLE, AND
 DK2158'0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 DK2158'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3438 ***********************************************************************
 CP3438  HT_MOD      -  This is a Height Modernization Survey Station.
 CP3438  CBN         -  This is a Cooperative Base Network Control Station.
 CP3438  DESIGNATION -  D 361
 CP3438  PID         -  CP3438
 CP3438  STATE/COUNTY-  MS/SHARKEY
 CP3438  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP3438
 CP3438                         *CURRENT SURVEY CONTROL
 CP3438  ___________________________________________________________________
 CP3438* NAD 83(2007)-  32 54 21.09274(N)    090 52 16.19783(W)     ADJUSTED  
 CP3438* NAVD 88     -        31.67   (meters)     103.9    (feet)  GPS OBS   
 CP3438  ___________________________________________________________________
 CP3438  EPOCH DATE  -        2002.00
 CP3438  X           -     -81,496.545 (meters)                     COMP
 CP3438  Y           -  -5,359,538.718 (meters)                     COMP
 CP3438  Z           -   3,445,200.601 (meters)                     COMP
 CP3438  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CP3438  ELLIP HEIGHT-           5.198 (meters)          (02/10/07) ADJUSTED
 CP3438  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP3438
 CP3438  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3438  Type    PID    Designation                      North   East  Ellip
 CP3438  -------------------------------------------------------------------
 CP3438  NETWORK CP3438 D 361                             0.67   0.65   1.33
 CP3438  -------------------------------------------------------------------
 CP3438
 CP3438.The horizontal coordinates were established by GPS observations
 CP3438.and adjusted by the National Geodetic Survey in February 2007.
 CP3438
 CP3438.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3438.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3438.The horizontal coordinates are valid at the epoch date displayed above.
 CP3438.The epoch date for horizontal control is a decimal equivalence
 CP3438.of Year/Month/Day.
 CP3438
 CP3438.The orthometric height was determined by GPS observations and a
 CP3438.high-resolution geoid model.
 CP3438.The orthometric height was determined by GPS observations and a
 CP3438.high-resolution geoid model using precise GPS observation and
 CP3438.processing techniques. It supersedes the leveled height previously
 CP3438.determined for this station.
 CP3438
 CP3438.Photographs are available for this station.
 CP3438
 CP3438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3438
 CP3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3438
 CP3438.The ellipsoidal height was determined by GPS observations
 CP3438.and is referenced to NAD 83.
 CP3438
 CP3438.The geoid height was determined by GEOID03.
 CP3438
 CP3438;                    North         East     Units Scale Factor Converg.
 CP3438;SPC MS W     -   377,727.609   649,686.703   MT  0.99998120   -0 17 31.9
 CP3438;SPC MS W     - 1,239,261.33  2,131,513.79   sFT  0.99998120   -0 17 31.9
 CP3438;UTM  15      - 3,642,860.491   699,096.639   MT  1.00008878   +1 09 24.8
 CP3438
 CP3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3438!SPC MS W     -   0.99999918  x   0.99998120  =   0.99998038
 CP3438!UTM  15      -   0.99999918  x   1.00008878  =   1.00008796
 CP3438
 CP3438                          SUPERSEDED SURVEY CONTROL
 CP3438
 CP3438  ELLIP H (04/15/02)    5.186  (m)                       GP(       ) 4 2
 CP3438  NAD 83(1993)-  32 54 21.09263(N)    090 52 16.19737(W) AD(       ) B
 CP3438  ELLIP H (02/15/02)    5.193  (m)                       GP(       ) 4 1
 CP3438  NAVD 88 (07/07/94)   31.646  (m)          103.83   (f) ADJUSTED    1 2
 CP3438
 CP3438.Superseded values are not recommended for survey control.
 CP3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3438.See file dsdata.txt to determine how the superseded data were derived.
 CP3438
 CP3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9909742860(NAD 83)
 CP3438_MARKER: F = FLANGE-ENCASED ROD
 CP3438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3438_STAMPING: D 361 1992
 CP3438_MARK LOGO: NGS   
 CP3438_PROJECTION: FLUSH
 CP3438_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3438+STABILITY: POSITION/ELEVATION WELL
 CP3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3438+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 CP3438_ROD/PIPE-DEPTH: 13.8 meters
 CP3438_SLEEVE-DEPTH  : 6.10 meters
 CP3438
 CP3438  HISTORY     - Date     Condition        Report By
 CP3438  HISTORY     - 1992     MONUMENTED       NGS
 CP3438  HISTORY     - 20000202 GOOD             MSHD
 CP3438  HISTORY     - 20020723 GOOD             PYBURN
 CP3438  HISTORY     - 20020918 GOOD             PYBURN
 CP3438
 CP3438                          STATION DESCRIPTION
 CP3438
 CP3438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3438'IN ROLLING FORK, AT THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE
 CP3438'HIGHWAY 14 (RACE STREET), 44.4 M (145.7 FT) SOUTHWEST OF THE
 CP3438'SOUTHWEST CORNER OF THE CHURCH OF CHRIST, 32.0 M (105.0 FT) EAST OF
 CP3438'THE CENTERLINE OF THE U.S. HIGHWAY, 17.5 M (57.4 FT) SOUTH OF THE
 CP3438'EXTENDED CENTERLINE OF THE STATE HIGHWAY, 10.2 M (33.5 FT) EAST OF
 CP3438'THE CENTER OF A SERVICE ROAD, 1.6 M (5.2 FT) M SOUTH-SOUTHWEST OF A
 CP3438'UTILITY POLE WITH 3 GUY CABLES, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 CP3438'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CP3438'LOGO CAP.
 CP3438
 CP3438                          STATION RECOVERY (2000)
 CP3438
 CP3438'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP3438'RECOVERED AS DESCRIBED.  MARK IS ALSO 5.3 FT (1.6 M) SOUTH OF AN
 CP3438'ORANGE WITNESS POST AND GUY CABLE ANCHOR FOR REFERENCED UTILITY POLE.
 CP3438
 CP3438                          STATION RECOVERY (2002)
 CP3438
 CP3438'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP3438'RECOVERED AS DESCRIBED
 CP3438'IPYBURN
 CP3438'
 CP3438
 CP3438                          STATION RECOVERY (2002)
 CP3438
 CP3438'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP3438'RECOVERED AS DESCRIBEDIPYBURN
 CP3438' 
 CP3438'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3450 ***********************************************************************
 CP3450  DESIGNATION -  D 362
 CP3450  PID         -  CP3450
 CP3450  STATE/COUNTY-  MS/HINDS
 CP3450  USGS QUAD   -  TERRY (1971)
 CP3450
 CP3450                         *CURRENT SURVEY CONTROL
 CP3450  ___________________________________________________________________
 CP3450* NAD 83(1986)-  32 03 45.     (N)    090 19 28.     (W)     SCALED    
 CP3450* NAVD 88     -       102.899  (meters)     337.59   (feet)  ADJUSTED  
 CP3450  ___________________________________________________________________
 CP3450  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP3450  DYNAMIC HT  -         102.777 (meters)     337.19  (feet)  COMP
 CP3450  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 CP3450
 CP3450  VERT ORDER  -  FIRST     CLASS II
 CP3450
 CP3450.The horizontal coordinates were scaled from a topographic map and have
 CP3450.an estimated accuracy of +/- 6 seconds.
 CP3450
 CP3450.The orthometric height was determined by differential leveling
 CP3450.and adjusted in February 1994.
 CP3450
 CP3450.The geoid height was determined by GEOID03.
 CP3450
 CP3450.The dynamic height is computed by dividing the NAVD 88
 CP3450.geopotential number by the normal gravity value computed on the
 CP3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3450.degrees latitude (g = 980.6199 gals.).
 CP3450
 CP3450.The modeled gravity was interpolated from observed gravity values.
 CP3450
 CP3450;                    North         East    Units  Estimated Accuracy
 CP3450;SPC MS W     -   284,080.      700,840.      MT  (+/- 180 meters Scaled)
 CP3450
 CP3450                          SUPERSEDED SURVEY CONTROL
 CP3450
 CP3450.No superseded survey control is available for this station.
 CP3450
 CP3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR525504(NAD 83)
 CP3450_MARKER: I = METAL ROD
 CP3450_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3450_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3450_STAMPING: D 362 1992
 CP3450_MARK LOGO: NGS   
 CP3450_PROJECTION: FLUSH
 CP3450_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3450+STABILITY: POSITION/ELEVATION WELL
 CP3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3450+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3450_ROD/PIPE-DEPTH: 8.5  meters
 CP3450_SLEEVE-DEPTH  : 6.1 meters
 CP3450
 CP3450  HISTORY     - Date     Condition        Report By
 CP3450  HISTORY     - 1992     MONUMENTED       NGS
 CP3450
 CP3450                          STATION DESCRIPTION
 CP3450
 CP3450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3450'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 CP3450'HAZELHURST, THENCE 23.3 KM (14.45 MI) NORTHERLY ALONG THE ILLINOIS
 CP3450'CENTRAL RAILROAD, THENCE 0.2 KM (0.10 MI) NORTHWESTERLY ALONG A PAVED
 CP3450'ROAD, THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51,
 CP3450'36.5 M (119.8 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 CP3450'OF INTERSTATE HIGHWAY 55, 21.8 M (71.5 FT) NORTHWEST OF THE
 CP3450'CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHEAST OF A WITNESS
 CP3450'POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 CP3450'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3451 ***********************************************************************
 CP3451  DESIGNATION -  D 363
 CP3451  PID         -  CP3451
 CP3451  STATE/COUNTY-  MS/HINDS
 CP3451  USGS QUAD   -  NEW BYRAM (1980)
 CP3451
 CP3451                         *CURRENT SURVEY CONTROL
 CP3451  ___________________________________________________________________
 CP3451* NAD 83(1986)-  32 09 36.     (N)    090 15 22.     (W)     SCALED    
 CP3451* NAVD 88     -        79.539  (meters)     260.95   (feet)  ADJUSTED  
 CP3451  ___________________________________________________________________
 CP3451  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP3451  DYNAMIC HT  -          79.445 (meters)     260.65  (feet)  COMP
 CP3451  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CP3451
 CP3451  VERT ORDER  -  FIRST     CLASS II
 CP3451
 CP3451.The horizontal coordinates were scaled from a topographic map and have
 CP3451.an estimated accuracy of +/- 6 seconds.
 CP3451
 CP3451.The orthometric height was determined by differential leveling
 CP3451.and adjusted in February 1994.
 CP3451
 CP3451.The geoid height was determined by GEOID03.
 CP3451
 CP3451.The dynamic height is computed by dividing the NAVD 88
 CP3451.geopotential number by the normal gravity value computed on the
 CP3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3451.degrees latitude (g = 980.6199 gals.).
 CP3451
 CP3451.The modeled gravity was interpolated from observed gravity values.
 CP3451
 CP3451;                    North         East    Units  Estimated Accuracy
 CP3451;SPC MS W     -   294,890.      707,280.      MT  (+/- 180 meters Scaled)
 CP3451
 CP3451                          SUPERSEDED SURVEY CONTROL
 CP3451
 CP3451.No superseded survey control is available for this station.
 CP3451
 CP3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR587614(NAD 83)
 CP3451_MARKER: I = METAL ROD
 CP3451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3451_SP_SET: STAINLESS STEEL ROD
 CP3451_STAMPING: D363 1992
 CP3451_MARK LOGO: NGS   
 CP3451_PROJECTION: FLUSH
 CP3451_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3451+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3451_ROD/PIPE-DEPTH: 11.4 meters
 CP3451
 CP3451  HISTORY     - Date     Condition        Report By
 CP3451  HISTORY     - 1992     MONUMENTED       NGS
 CP3451
 CP3451                          STATION DESCRIPTION
 CP3451
 CP3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3451'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP3451'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP3451'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP3451'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, THENCE 3.6 KM
 CP3451'(2.25 MI) SOUTHERLY ALONG OLD BYRAM ROAD, THENCE 0.1 KM (0.05 MI)
 CP3451'EASTERLY ALONG SIWELL ROAD, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG
 CP3451'THE ILLINOIS CENTRAL RAILROAD, 87.1 M (285.8 FT) NORTH-NORTHEAST OF
 CP3451'THE CENTER OF AN ENTRANCE ROAD AND GATE TO A REDUCING PLANT, 12.5 M
 CP3451'(41.0 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 2.1 M (6.9 FT)
 CP3451'NORTH-NORTHEAST OF A UTILITY POLE WITH 2 GUY CABLES, 0.8 M (2.6 FT)
 CP3451'BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) SOUTH-SOUTHWEST OF A
 CP3451'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3215 ***********************************************************************
 BH3215  DESIGNATION -  D 364
 BH3215  PID         -  BH3215
 BH3215  STATE/COUNTY-  MS/JACKSON
 BH3215  USGS QUAD   -  VANCLEAVE (1982)
 BH3215
 BH3215                         *CURRENT SURVEY CONTROL
 BH3215  ___________________________________________________________________
 BH3215* NAD 83(1986)-  30 30 18.     (N)    088 42 12.     (W)     SCALED    
 BH3215* NAVD 88     -        16.596  (meters)      54.45   (feet)  ADJUSTED  
 BH3215  ___________________________________________________________________
 BH3215  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH3215  DYNAMIC HT  -          16.574 (meters)      54.38  (feet)  COMP
 BH3215  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BH3215
 BH3215  VERT ORDER  -  FIRST     CLASS II
 BH3215
 BH3215.The horizontal coordinates were scaled from a topographic map and have
 BH3215.an estimated accuracy of +/- 6 seconds.
 BH3215
 BH3215.The orthometric height was determined by differential leveling
 BH3215.and adjusted in September 1993.
 BH3215
 BH3215.The geoid height was determined by GEOID03.
 BH3215
 BH3215.The dynamic height is computed by dividing the NAVD 88
 BH3215.geopotential number by the normal gravity value computed on the
 BH3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3215.degrees latitude (g = 980.6199 gals.).
 BH3215
 BH3215.The modeled gravity was interpolated from observed gravity values.
 BH3215
 BH3215;                    North         East    Units  Estimated Accuracy
 BH3215;SPC MS E     -   111,410.      312,480.      MT  (+/- 180 meters Scaled)
 BH3215
 BH3215                          SUPERSEDED SURVEY CONTROL
 BH3215
 BH3215.No superseded survey control is available for this station.
 BH3215
 BH3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU365759(NAD 83)
 BH3215_MARKER: I = METAL ROD
 BH3215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3215_SP_SET: STAINLESS STEEL ROD
 BH3215_STAMPING: D 364 1993
 BH3215_MARK LOGO: NGS   
 BH3215_PROJECTION: FLUSH
 BH3215_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3215+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BH3215_ROD/PIPE-DEPTH: 20.7 meters
 BH3215
 BH3215  HISTORY     - Date     Condition        Report By
 BH3215  HISTORY     - 1993     MONUMENTED       NGS
 BH3215  HISTORY     - 20040228 GOOD             USPSQD
 BH3215  HISTORY     - 20050317 GOOD             USPSQD
 BH3215
 BH3215                          STATION DESCRIPTION
 BH3215
 BH3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3215'2.3 KM (1.40 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3215'IN VANCLEAVE, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 BH3215'6.0 M (19.7 FT) NORTHEAST OF A T-JUNCTION UTILITY POLE WITH A GUY
 BH3215'CABLE, 1.0 M (3.3 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 BH3215'CHAIN-LINK FENCE ENCLOSING THE COUNTY HIGHWAY DEPARTMENT SUPPLY YARD,
 BH3215'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 BH3215'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 BH3215'THROUGH A 5-INCH LOGO CAP.
 BH3215
 BH3215                          STATION RECOVERY (2004)
 BH3215
 BH3215'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3215'THIS MARK IS LOCATED ACROSS THE ROAD FROM VAN CLEAVE ASSOCIATION OF
 BH3215'GOD CHURCH.
 BH3215
 BH3215                          STATION RECOVERY (2005)
 BH3215
 BH3215'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH3215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3272 ***********************************************************************
 BH3272  DESIGNATION -  D 365
 BH3272  PID         -  BH3272
 BH3272  STATE/COUNTY-  MS/HANCOCK
 BH3272  USGS QUAD   -  KILN (1976)
 BH3272
 BH3272                         *CURRENT SURVEY CONTROL
 BH3272  ___________________________________________________________________
 BH3272* NAD 83(1986)-  30 29 01.     (N)    089 29 46.     (W)     SCALED    
 BH3272* NAVD 88     -        25.588  (meters)      83.95   (feet)  ADJUSTED  
 BH3272  ___________________________________________________________________
 BH3272  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BH3272  DYNAMIC HT  -          25.554 (meters)      83.84  (feet)  COMP
 BH3272  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BH3272
 BH3272  VERT ORDER  -  FIRST     CLASS II
 BH3272
 BH3272.The horizontal coordinates were scaled from a topographic map and have
 BH3272.an estimated accuracy of +/- 6 seconds.
 BH3272
 BH3272.The orthometric height was determined by differential leveling
 BH3272.and adjusted in February 1994.
 BH3272
 BH3272.The geoid height was determined by GEOID03.
 BH3272
 BH3272.The dynamic height is computed by dividing the NAVD 88
 BH3272.geopotential number by the normal gravity value computed on the
 BH3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3272.degrees latitude (g = 980.6199 gals.).
 BH3272
 BH3272.The modeled gravity was interpolated from observed gravity values.
 BH3272
 BH3272;                    North         East    Units  Estimated Accuracy
 BH3272;SPC MS E     -   109,220.      236,370.      MT  (+/- 180 meters Scaled)
 BH3272
 BH3272                          SUPERSEDED SURVEY CONTROL
 BH3272
 BH3272.No superseded survey control is available for this station.
 BH3272
 BH3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU603750(NAD 83)
 BH3272_MARKER: I = METAL ROD
 BH3272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3272_SP_SET: STAINLESS STEEL ROD
 BH3272_STAMPING: D 365 1993
 BH3272_MARK LOGO: NGS   
 BH3272_PROJECTION: FLUSH
 BH3272_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3272+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3272_ROD/PIPE-DEPTH: 23.2 meters
 BH3272
 BH3272  HISTORY     - Date     Condition        Report By
 BH3272  HISTORY     - 1993     MONUMENTED       NGS
 BH3272
 BH3272                          STATION DESCRIPTION
 BH3272
 BH3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3272'27.1 KM (16.85 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH3272'OF U.S. HIGHWAY 90 IN WAVELAND, 77.0 M (252.6 FT) WEST OF THE
 BH3272'CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTH OF AND LEVEL WITH
 BH3272'THE CENTER OF WEHIE CAMP ROAD, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS
 BH3272'POST AND THE NORTHEAST CORNER OF AN 8-FOOT SQUARE BUILDING.
 BH3272'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3253 ***********************************************************************
 BH3253  DESIGNATION -  D 366
 BH3253  PID         -  BH3253
 BH3253  STATE/COUNTY-  MS/PEARL RIVER
 BH3253  USGS QUAD   -  NICHOLSON (1993)
 BH3253
 BH3253                         *CURRENT SURVEY CONTROL
 BH3253  ___________________________________________________________________
 BH3253* NAD 83(1986)-  30 29 57.     (N)    089 41 46.     (W)     SCALED    
 BH3253* NAVD 88     -        16.201  (meters)      53.15   (feet)  ADJUSTED  
 BH3253  ___________________________________________________________________
 BH3253  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BH3253  DYNAMIC HT  -          16.180 (meters)      53.08  (feet)  COMP
 BH3253  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BH3253
 BH3253  VERT ORDER  -  FIRST     CLASS II
 BH3253
 BH3253.The horizontal coordinates were scaled from a topographic map and have
 BH3253.an estimated accuracy of +/- 6 seconds.
 BH3253
 BH3253.The orthometric height was determined by differential leveling
 BH3253.and adjusted in February 1994.
 BH3253
 BH3253.The geoid height was determined by GEOID03.
 BH3253
 BH3253.The dynamic height is computed by dividing the NAVD 88
 BH3253.geopotential number by the normal gravity value computed on the
 BH3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3253.degrees latitude (g = 980.6199 gals.).
 BH3253
 BH3253.The modeled gravity was interpolated from observed gravity values.
 BH3253
 BH3253;                    North         East    Units  Estimated Accuracy
 BH3253;SPC MS E     -   111,070.      217,180.      MT  (+/- 180 meters Scaled)
 BH3253
 BH3253                          SUPERSEDED SURVEY CONTROL
 BH3253
 BH3253.No superseded survey control is available for this station.
 BH3253
 BH3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU412771(NAD 83)
 BH3253_MARKER: I = METAL ROD
 BH3253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3253_SP_SET: STAINLESS STEEL ROD
 BH3253_STAMPING: D 366 1993
 BH3253_MARK LOGO: NGS   
 BH3253_PROJECTION: RECESSED 3 CENTIMETERS
 BH3253_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3253+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3253_ROD/PIPE-DEPTH: 13.3 meters
 BH3253
 BH3253  HISTORY     - Date     Condition        Report By
 BH3253  HISTORY     - 1993     MONUMENTED       NGS
 BH3253  HISTORY     - 20050817 GOOD             NGS
 BH3253
 BH3253                          STATION DESCRIPTION
 BH3253
 BH3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3253'2.0 KM (1.25 MI) NORTHWESTERLY ALONG GOODYEAR BOULEVARD FROM THE POST
 BH3253'OFFICE IN PICAYUNE, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG BEECH
 BH3253'STREET, 21.9 M (71.9 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 BH3253'CHAIN-LINK FENCE, 7.8 M (25.6 FT) SOUTH OF THE CENTER OF ALSOBROOKS
 BH3253'ROAD, 7.0 M (23.0 FT) WEST OF AND LEVEL WITH THE STREET CENTERLINE,
 BH3253'AND 0.8 M (2.6 FT) SOUTH OF UTILITY POLE NUMBER B12 12 14.
 BH3253'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3253
 BH3253                          STATION RECOVERY (2005)
 BH3253
 BH3253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3253'N302957.4 W0894145.6  15.1 FT E. OF NE CORNER OF NEW CHAIN LINK FENCE
 BH3253'AROUND EMPLY LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1143 ***********************************************************************
 EG1143  DESIGNATION -  D 38
 EG1143  PID         -  EG1143
 EG1143  STATE/COUNTY-  MS/PANOLA
 EG1143  USGS QUAD   -  SARDIS SE (1982)
 EG1143
 EG1143                         *CURRENT SURVEY CONTROL
 EG1143  ___________________________________________________________________
 EG1143* NAD 83(1986)-  34 21 00.     (N)    089 47 16.     (W)     SCALED    
 EG1143* NAVD 88     -        96.513  (meters)     316.64   (feet)  ADJUSTED  
 EG1143  ___________________________________________________________________
 EG1143  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EG1143  DYNAMIC HT  -          96.420 (meters)     316.34  (feet)  COMP
 EG1143  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EG1143
 EG1143  VERT ORDER  -  SECOND    CLASS 0
 EG1143
 EG1143.The horizontal coordinates were scaled from a topographic map and have
 EG1143.an estimated accuracy of +/- 6 seconds.
 EG1143
 EG1143.The orthometric height was determined by differential leveling
 EG1143.and adjusted in June 1991.
 EG1143
 EG1143.The geoid height was determined by GEOID03.
 EG1143
 EG1143.The dynamic height is computed by dividing the NAVD 88
 EG1143.geopotential number by the normal gravity value computed on the
 EG1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1143.degrees latitude (g = 980.6199 gals.).
 EG1143
 EG1143.The modeled gravity was interpolated from observed gravity values.
 EG1143
 EG1143;                    North         East    Units  Estimated Accuracy
 EG1143;SPC MS W     -   537,900.      750,190.      MT  (+/- 180 meters Scaled)
 EG1143
 EG1143                          SUPERSEDED SURVEY CONTROL
 EG1143
 EG1143  NGVD 29 (??/??/92)   96.509  (m)          316.63   (f) ADJ UNCH    2 0
 EG1143
 EG1143.Superseded values are not recommended for survey control.
 EG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1143.See file dsdata.txt to determine how the superseded data were derived.
 EG1143
 EG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD435044(NAD 83)
 EG1143_MARKER: DB = BENCH MARK DISK
 EG1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1143+STABILITY: SURFACE MOTION
 EG1143
 EG1143  HISTORY     - Date     Condition        Report By
 EG1143  HISTORY     - UNK      MONUMENTED       CGS
 EG1143  HISTORY     - 1967     MARK NOT FOUND   MSHD
 EG1143  HISTORY     - 1978     MARK NOT FOUND   USGS
 EG1143  HISTORY     - 20080122 MARK NOT FOUND   MSDOT
 EG1143
 EG1143                          STATION DESCRIPTION
 EG1143
 EG1143'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1143'10.7 MI NE FROM BATESVILLE.
 EG1143'THE MARK IS LOCATED 10.7 MILES NORTHEAST ALONG THE OXFORD ROAD (OLD
 EG1143'STATE HIGHWAY 6) FROM THE HIGH SCHOOL AT BATESVILLE, 0.4 MILE WEST OF
 EG1143'A SMALL SERVICE STATION AND STORE AT THE TOP OF A HILLY RIDGE 33 FEET
 EG1143'EAST OF THE CENTER LINE OF THE OLD HIGHWAY AND 2 FEET WEST OF A FENCE.
 EG1143
 EG1143                          STATION RECOVERY (1978)
 EG1143
 EG1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EG1143'MARK NOT FOUND.
 EG1143
 EG1143                          STATION RECOVERY (2008)
 EG1143
 EG1143'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1218 ***********************************************************************
 EG1218  DESIGNATION -  D 39
 EG1218  PID         -  EG1218
 EG1218  STATE/COUNTY-  MS/DE SOTO
 EG1218  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1218
 EG1218                         *CURRENT SURVEY CONTROL
 EG1218  ___________________________________________________________________
 EG1218* NAD 83(1986)-  34 55 05.     (N)    089 46 06.     (W)     SCALED    
 EG1218* NAVD 88     -        94.624  (meters)     310.45   (feet)  ADJUSTED  
 EG1218  ___________________________________________________________________
 EG1218  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1218  DYNAMIC HT  -          94.535 (meters)     310.15  (feet)  COMP
 EG1218  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 EG1218
 EG1218  VERT ORDER  -  SECOND    CLASS 0
 EG1218
 EG1218.The horizontal coordinates were scaled from a topographic map and have
 EG1218.an estimated accuracy of +/- 6 seconds.
 EG1218
 EG1218.The orthometric height was determined by differential leveling
 EG1218.and adjusted in June 1991.
 EG1218
 EG1218.The geoid height was determined by GEOID03.
 EG1218
 EG1218.The dynamic height is computed by dividing the NAVD 88
 EG1218.geopotential number by the normal gravity value computed on the
 EG1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1218.degrees latitude (g = 980.6199 gals.).
 EG1218
 EG1218.The modeled gravity was interpolated from observed gravity values.
 EG1218
 EG1218;                    North         East    Units  Estimated Accuracy
 EG1218;SPC MS W     -   600,930.      751,630.      MT  (+/- 180 meters Scaled)
 EG1218
 EG1218                          SUPERSEDED SURVEY CONTROL
 EG1218
 EG1218  NGVD 29 (??/??/92)   94.581  (m)          310.30   (f) ADJ UNCH    2 0
 EG1218
 EG1218.Superseded values are not recommended for survey control.
 EG1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1218.See file dsdata.txt to determine how the superseded data were derived.
 EG1218
 EG1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD470674(NAD 83)
 EG1218_MARKER: DB = BENCH MARK DISK
 EG1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1218_SP_SET: CULVERT
 EG1218_STAMPING: D 39 (1934)
 EG1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1218+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 EG1218
 EG1218  HISTORY     - Date     Condition        Report By
 EG1218  HISTORY     - 1934     MONUMENTED       CGS
 EG1218  HISTORY     - 1966     GOOD             MSHD
 EG1218  HISTORY     - 20080424 GOOD             MSDOT
 EG1218
 EG1218                          STATION DESCRIPTION
 EG1218
 EG1218'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1218'IN MILLER.
 EG1218'TO REACH FROM THE U.S. POST OFFICE IN OLIVE BRANCH GO SOUTHEAST ON A
 EG1218'BLACKTOP STREET FOR 0.1 MILE TO THE INTERSECTION OF MISSISSIPPI
 EG1218'HIGHWAY 305, TURN LEFT (EAST) AND CONTINUE ON HIGHWAY 305 FOR 0.15
 EG1218'MILE TO THE INTERSECTION OF U.S. HIGHWAY 78, TURN RIGHT (SOUTHEAST)
 EG1218'AND CONTINUE ON U.S. HIGHWAY 78 FOR 4.65 MILES TO A CREEK AND THE MARK
 EG1218'ON THE LEFT IN THE SOUTHEAST HEADWALL OF A BOX CULVERT.  IT IS 11 FEET
 EG1218'NORTHEAST OF THE EAST RAIL OF THE ST. LOUIS-SAN FRANCISCO RAILWAY.
 EG1218
 EG1218                          STATION RECOVERY (2008)
 EG1218
 EG1218'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1218'MARK RECOVERED AS DESCRIBED, IT IS LOCATED IN THE NORTHEAST CORNER OF
 EG1218'THE BOX CULVERT UNDERNEATH THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1150 ***********************************************************************
 DJ1150  DESIGNATION -  D 4
 DJ1150  PID         -  DJ1150
 DJ1150  STATE/COUNTY-  MS/WEBSTER
 DJ1150  USGS QUAD   -  MABEN (1972)
 DJ1150
 DJ1150                         *CURRENT SURVEY CONTROL
 DJ1150  ___________________________________________________________________
 DJ1150* NAD 83(1986)-  33 32 09.     (N)    089 07 00.     (W)     SCALED    
 DJ1150* NAVD 88     -       123.076  (meters)     403.79   (feet)  ADJUSTED  
 DJ1150  ___________________________________________________________________
 DJ1150  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1150  DYNAMIC HT  -         122.943 (meters)     403.36  (feet)  COMP
 DJ1150  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DJ1150
 DJ1150  VERT ORDER  -  FIRST     CLASS II
 DJ1150
 DJ1150.The horizontal coordinates were scaled from a topographic map and have
 DJ1150.an estimated accuracy of +/- 6 seconds.
 DJ1150
 DJ1150.The orthometric height was determined by differential leveling
 DJ1150.and adjusted in June 1991.
 DJ1150
 DJ1150.The geoid height was determined by GEOID03.
 DJ1150
 DJ1150.The dynamic height is computed by dividing the NAVD 88
 DJ1150.geopotential number by the normal gravity value computed on the
 DJ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1150.degrees latitude (g = 980.6199 gals.).
 DJ1150
 DJ1150.The modeled gravity was interpolated from observed gravity values.
 DJ1150
 DJ1150;                    North         East    Units  Estimated Accuracy
 DJ1150;SPC MS E     -   447,500.      273,680.      MT  (+/- 180 meters Scaled)
 DJ1150
 DJ1150                          SUPERSEDED SURVEY CONTROL
 DJ1150
 DJ1150  NGVD 29 (??/??/92)  123.005  (m)          403.56   (f) ADJ UNCH    1 2
 DJ1150
 DJ1150.Superseded values are not recommended for survey control.
 DJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1150.See file dsdata.txt to determine how the superseded data were derived.
 DJ1150
 DJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC034126(NAD 83)
 DJ1150_MARKER: DB = BENCH MARK DISK
 DJ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1150_STAMPING: D 4 1933
 DJ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1150+STABILITY: SURFACE MOTION
 DJ1150
 DJ1150  HISTORY     - Date     Condition        Report By
 DJ1150  HISTORY     - 1933     MONUMENTED       CGS
 DJ1150  HISTORY     - 1965     GOOD             MSHD
 DJ1150
 DJ1150                          STATION DESCRIPTION
 DJ1150
 DJ1150'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1150'IN MATHISTON.
 DJ1150'THE MARK IS ON THE COLUMBUS AND GREENVILLE RAILWAY, ABOUT 200 FEET
 DJ1150'EAST OF THE EAST CITY LIMITS, ABOUT 121 YARDS WEST OF BRIDGE 46.1, ON
 DJ1150'THE FILL OF AN ABANDONED CROSSING, 41 FEET NORTH OF A 12-INCH WATER
 DJ1150'OAK AND 13 FEET SOUTH OF THE CENTERLINE OF THE TRACK AND SET IN THE
 DJ1150'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0075 ***********************************************************************
 EG0075  DESIGNATION -  D 4 1 USE
 EG0075  PID         -  EG0075
 EG0075  STATE/COUNTY-  MS/TISHOMINGO
 EG0075  USGS QUAD   -  WATERLOO (1953)
 EG0075
 EG0075                         *CURRENT SURVEY CONTROL
 EG0075  ___________________________________________________________________
 EG0075* NAD 83(1986)-  34 52 45.     (N)    088 07 26.     (W)     SCALED    
 EG0075* NAVD 88     -       145.929  (meters)     478.77   (feet)  ADJUSTED  
 EG0075  ___________________________________________________________________
 EG0075  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0075  DYNAMIC HT  -         145.793 (meters)     478.32  (feet)  COMP
 EG0075  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 EG0075
 EG0075  VERT ORDER  -  FIRST     CLASS II
 EG0075
 EG0075.The horizontal coordinates were scaled from a topographic map and have
 EG0075.an estimated accuracy of +/- 6 seconds.
 EG0075
 EG0075.The orthometric height was determined by differential leveling
 EG0075.and adjusted in June 1991.
 EG0075
 EG0075.The geoid height was determined by GEOID03.
 EG0075
 EG0075.The dynamic height is computed by dividing the NAVD 88
 EG0075.geopotential number by the normal gravity value computed on the
 EG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0075.degrees latitude (g = 980.6199 gals.).
 EG0075
 EG0075.The modeled gravity was interpolated from observed gravity values.
 EG0075
 EG0075;                    North         East    Units  Estimated Accuracy
 EG0075;SPC MS E     -   596,700.      364,860.      MT  (+/- 180 meters Scaled)
 EG0075
 EG0075                          SUPERSEDED SURVEY CONTROL
 EG0075
 EG0075  NGVD 29 (??/??/92)  145.937  (m)          478.80   (f) ADJ UNCH    1 2
 EG0075
 EG0075.Superseded values are not recommended for survey control.
 EG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0075.See file dsdata.txt to determine how the superseded data were derived.
 EG0075
 EG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD972602(NAD 83)
 EG0075_MARKER: DD = SURVEY DISK
 EG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0075_STAMPING: D 4-1 1936
 EG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0075+STABILITY: SURFACE MOTION
 EG0075
 EG0075  HISTORY     - Date     Condition        Report By
 EG0075  HISTORY     - 1936     MONUMENTED       DOD
 EG0075  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0075
 EG0075                          STATION DESCRIPTION
 EG0075
 EG0075'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0075'7.2 MI NE FROM IUKA.
 EG0075'7.2 MILES NORTHEAST OF IUKA, TISHOMINGO COUNTY, 1.5 MILES SOUTHWEST
 EG0075'ALONG THE ROAD TO IUKA FROM THE EASTPORT LANDING, 600 FEET NORTHEAST
 EG0075'ACROSS THE ROAD FROM THE C. A. HILL RESIDENCE, 18 FEET NORTH OF THE
 EG0075'CENTERLINE OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2
 EG0075'FEET WEST OF A STEEL POST WITH A CONTROL-MARKER SIGN, AND ABOUT 1 FOOT
 EG0075'HIGHER THAN THE ROAD.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD
 EG0075'DISK, STAMPED D 4-1 1936 AND SET IN THE TOP OF A CONCRETE POST
 EG0075'PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1031 ***********************************************************************
 EG1031  DESIGNATION -  D 40
 EG1031  PID         -  EG1031
 EG1031  STATE/COUNTY-  MS/UNION
 EG1031  USGS QUAD   -  MYRTLE (1982)
 EG1031
 EG1031                         *CURRENT SURVEY CONTROL
 EG1031  ___________________________________________________________________
 EG1031* NAD 83(1986)-  34 31 56.     (N)    089 04 46.     (W)     SCALED    
 EG1031* NAVD 88     -       122.593  (meters)     402.21   (feet)  ADJUSTED  
 EG1031  ___________________________________________________________________
 EG1031  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EG1031  DYNAMIC HT  -         122.475 (meters)     401.82  (feet)  COMP
 EG1031  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EG1031
 EG1031  VERT ORDER  -  SECOND    CLASS 0
 EG1031
 EG1031.The horizontal coordinates were scaled from a topographic map and have
 EG1031.an estimated accuracy of +/- 6 seconds.
 EG1031
 EG1031.The orthometric height was determined by differential leveling
 EG1031.and adjusted in June 1991.
 EG1031
 EG1031.The geoid height was determined by GEOID03.
 EG1031
 EG1031.The dynamic height is computed by dividing the NAVD 88
 EG1031.geopotential number by the normal gravity value computed on the
 EG1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1031.degrees latitude (g = 980.6199 gals.).
 EG1031
 EG1031.The modeled gravity was interpolated from observed gravity values.
 EG1031
 EG1031;                    North         East    Units  Estimated Accuracy
 EG1031;SPC MS E     -   558,010.      277,410.      MT  (+/- 180 meters Scaled)
 EG1031
 EG1031                          SUPERSEDED SURVEY CONTROL
 EG1031
 EG1031  NGVD 29 (??/??/92)  122.575  (m)          402.15   (f) ADJ UNCH    2 0
 EG1031
 EG1031.Superseded values are not recommended for survey control.
 EG1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1031.See file dsdata.txt to determine how the superseded data were derived.
 EG1031
 EG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD091231(NAD 83)
 EG1031_MARKER: DB = BENCH MARK DISK
 EG1031_SETTING: 0 = UNSPECIFIED SETTING
 EG1031_STAMPING: D 40 1934
 EG1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1031
 EG1031  HISTORY     - Date     Condition        Report By
 EG1031  HISTORY     - 1934     MONUMENTED       CGS
 EG1031  HISTORY     - 1966     GOOD             MSHD
 EG1031  HISTORY     - 1979     GOOD             MSHD
 EG1031  HISTORY     - 20030929 MARK NOT FOUND   USACE
 EG1031
 EG1031                          STATION DESCRIPTION
 EG1031
 EG1031'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1031'5.44 MI NW FROM NEW ALBANY.
 EG1031'TO REACH FROM THE U.S. POST OFFICE IN NEW ALBANY GO NORTHWEST ON
 EG1031'HIGHWAY 78 FOR 0.35 MILES TO THE TALLAHATCHIE RIVER BRIDGE, CONTINUE
 EG1031'NORTHWEST FOR 5.09 MILES TO A ROAD ON THE RIGHT, TURN RIGHT NORTH
 EG1031'CROSS RAILROAD TRACK AND MARK ON THE LEFT.  THE MARK IS A DISK SET IN
 EG1031'THE TOP OF AN 8 INCH SQUARE.  IT IS 48 FEET NORTHEAST OF THE
 EG1031'CENTERLINE OF THE SAN FRANCISCO RAILWAY, 42 FEET NORTHWEST OF THE
 EG1031'CENTERLINE OF A NORTH AND SOUTH ROAD, 1 FOOT NORTHWEST OF A METAL
 EG1031'WITNESS POST, 2 FEET BELOW THE LEVEL OF RAILROAD, AND PROJECTS 3
 EG1031'INCHES.
 EG1031
 EG1031                          STATION RECOVERY (1979)
 EG1031
 EG1031'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1031'THE ROAD IS 300 FEET S OF OLD NEW ALBANY FURNITURE FRAMES BUILDING
 EG1031'AND WATER TANK, THE HIGHWAY IS NOW OLD HWY 78.
 EG1031
 EG1031                          STATION RECOVERY (2003)
 EG1031
 EG1031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0929 ***********************************************************************
 EG0929  CBN         -  This is a Cooperative Base Network Control Station.
 EG0929  DESIGNATION -  D 41
 EG0929  PID         -  EG0929
 EG0929  STATE/COUNTY-  MS/TIPPAH
 EG0929  USGS QUAD   -  WALNUT (1982)
 EG0929
 EG0929                         *CURRENT SURVEY CONTROL
 EG0929  ___________________________________________________________________
 EG0929* NAD 83(2007)-  34 53 54.02598(N)    088 54 21.70263(W)     ADJUSTED  
 EG0929* NAVD 88     -       132.834  (meters)     435.81   (feet)  ADJUSTED  
 EG0929  ___________________________________________________________________
 EG0929  EPOCH DATE  -        2002.00
 EG0929  X           -      99,985.581 (meters)                     COMP
 EG0929  Y           -  -5,236,019.109 (meters)                     COMP
 EG0929  Z           -   3,628,682.856 (meters)                     COMP
 EG0929  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EG0929  ELLIP HEIGHT-         105.098 (meters)          (02/10/07) ADJUSTED
 EG0929  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0929  DYNAMIC HT  -         132.707 (meters)     435.39  (feet)  COMP
 EG0929
 EG0929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG0929  Type    PID    Designation                      North   East  Ellip
 EG0929  -------------------------------------------------------------------
 EG0929  NETWORK EG0929 D 41                              0.78   0.71   2.70
 EG0929  -------------------------------------------------------------------
 EG0929  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 EG0929
 EG0929  VERT ORDER  -  SECOND    CLASS 0
 EG0929
 EG0929.The horizontal coordinates were established by GPS observations
 EG0929.and adjusted by the National Geodetic Survey in February 2007.
 EG0929
 EG0929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG0929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG0929.The horizontal coordinates are valid at the epoch date displayed above.
 EG0929.The epoch date for horizontal control is a decimal equivalence
 EG0929.of Year/Month/Day.
 EG0929
 EG0929.The orthometric height was determined by differential leveling
 EG0929.and adjusted in June 1991.
 EG0929
 EG0929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG0929
 EG0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0929
 EG0929.The ellipsoidal height was determined by GPS observations
 EG0929.and is referenced to NAD 83.
 EG0929
 EG0929.The geoid height was determined by GEOID03.
 EG0929
 EG0929.The dynamic height is computed by dividing the NAVD 88
 EG0929.geopotential number by the normal gravity value computed on the
 EG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0929.degrees latitude (g = 980.6199 gals.).
 EG0929
 EG0929.The modeled gravity was interpolated from observed gravity values.
 EG0929
 EG0929;                    North         East     Units Scale Factor Converg.
 EG0929;SPC MS E     -   598,598.043   293,355.925   MT  0.99995054   -0 02 29.7
 EG0929;SPC MS E     - 1,963,900.41    962,451.90   sFT  0.99995054   -0 02 29.7
 EG0929;UTM  16      - 3,863,427.169   325,845.721   MT  0.99997382   -1 05 26.7
 EG0929
 EG0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0929!SPC MS E     -   0.99998350  x   0.99995054  =   0.99993404
 EG0929!UTM  16      -   0.99998350  x   0.99997382  =   0.99995732
 EG0929
 EG0929                          SUPERSEDED SURVEY CONTROL
 EG0929
 EG0929  ELLIP H (04/15/02)  105.078  (m)                       GP(       ) 4 2
 EG0929  NAD 83(1993)-  34 53 54.02563(N)    088 54 21.70200(W) AD(       ) B
 EG0929  ELLIP H (02/15/02)  105.074  (m)                       GP(       ) 4 1
 EG0929  NAVD 88 (08/03/04)  132.83   (m)          435.8    (f) LEVELING    3  
 EG0929  NGVD 29 (??/??/92)  132.802  (m)          435.70   (f) ADJ UNCH    2 0
 EG0929
 EG0929.Superseded values are not recommended for survey control.
 EG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0929.See file dsdata.txt to determine how the superseded data were derived.
 EG0929
 EG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2584663427(NAD 83)
 EG0929_MARKER: DB = BENCH MARK DISK
 EG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0929_STAMPING: D 41 1934
 EG0929_MARK LOGO: CGS   
 EG0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0929+STABILITY: SURFACE MOTION
 EG0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0929+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 EG0929
 EG0929  HISTORY     - Date     Condition        Report By
 EG0929  HISTORY     - 1934     MONUMENTED       CGS
 EG0929  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0929  HISTORY     - 1979     GOOD             MSHD
 EG0929  HISTORY     - 20000303 GOOD             MSHD
 EG0929  HISTORY     - 20031010 GOOD             TNDT
 EG0929  HISTORY     - 20031105 GOOD             USACE
 EG0929
 EG0929                          STATION DESCRIPTION
 EG0929
 EG0929'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0929'11.7 MI S FROM MIDDLETON.
 EG0929'IN TIPPAH COUNTY, MISSISSIPPI, 11.7 MILES SOUTH ALONG THE GULF, MOBILE
 EG0929'AND NORTHERN RAILROAD FROM THE SOUTHERN RAILWAY STATION AT MIDDLETON,
 EG0929'HARDEMAN COUNTY, TENN., 153 FEET NORTH OF MILEPOST 357, 250 FEET EAST
 EG0929'OF A BRICK GREENHOUSE, 72 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 EG0929'ROAD, AND 30 FEET WEST OF THE CENTERLINE OF THE TRACK. A STANDARD
 EG0929'DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EG0929
 EG0929                          STATION RECOVERY (1979)
 EG0929
 EG0929'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0929'THE MARK IS LOCATED 3.3 MILES SOUTH OF WALNUT ON THE WEST RIGHT OF
 EG0929'WAY OF THE I.C.G. RAILROAD TRACK, 4.1 MILES NORTHEAST OF FALKNER,
 EG0929'0.15 MILE NORTH OF THE COMMUNITY OF TIPLERVILLE IN THE NORTHWEST 1/4
 EG0929'OF SECTION 20, T 2S, R 4E. IT IS 169 FEET NORTHWEST OF MILEPOST 357,
 EG0929'72 FEET NORTH OF THE CENTER OF A PRIVATE ROAD, 68.5 FEET EAST OF THE
 EG0929'NORTHEAST CORNER OF A SMALL BRICK BUILDING, 63 FEET NORTH OF
 EG0929'TELEPHONE POLE NO. 2, 24.5 FEET WEST OF THE WEST RAIL, 1 FOOT NORTH
 EG0929'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 EG0929'2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES. TO REACH
 EG0929'FROM THE INTERSECTION OF U.S. HIGHWAY 72 AND STATE HIGHWAY 15 AT THE
 EG0929'NORTH EDGE OF WALNUT, GO SOUTH ON STATE HIGHWAY 15 FOR 2.6 MILES TO A
 EG0929'SIDE ROAD RIGHT. CONTINUE SOUTH ON STATE HIGHWAY 15 FOR 1.5 MILES TO
 EG0929'A PRIVATE ROAD ON THE LEFT. TURN LEFT AND GO EAST ON A PRIVATE ROAD
 EG0929'FOR ABOUT 125 YARDS TO THE RAILROAD CROSSING AND THE MARK ON THE
 EG0929'LEFT.
 EG0929
 EG0929                          STATION RECOVERY (2000)
 EG0929
 EG0929'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG0929'RECOVERED AS DESCRIBED.
 EG0929
 EG0929                          STATION RECOVERY (2003)
 EG0929
 EG0929'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EG0929'RECOVERED AS DESCRIBED.
 EG0929
 EG0929                          STATION RECOVERY (2003)
 EG0929
 EG0929'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1068 ***********************************************************************
 EG1068  DESIGNATION -  D 42
 EG1068  PID         -  EG1068
 EG1068  STATE/COUNTY-  MS/PONTOTOC
 EG1068  USGS QUAD   -  SOUTHWEST PONTOTOC (1972)
 EG1068
 EG1068                         *CURRENT SURVEY CONTROL
 EG1068  ___________________________________________________________________
 EG1068* NAD 83(1986)-  34 14 51.     (N)    089 00 10.     (W)     SCALED    
 EG1068* NAVD 88     -       132.425  (meters)     434.46   (feet)  ADJUSTED  
 EG1068  ___________________________________________________________________
 EG1068  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1068  DYNAMIC HT  -         132.292 (meters)     434.03  (feet)  COMP
 EG1068  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 EG1068
 EG1068  VERT ORDER  -  SECOND    CLASS 0
 EG1068
 EG1068.The horizontal coordinates were scaled from a topographic map and have
 EG1068.an estimated accuracy of +/- 6 seconds.
 EG1068
 EG1068.The orthometric height was determined by differential leveling
 EG1068.and adjusted in June 1991.
 EG1068
 EG1068.The geoid height was determined by GEOID03.
 EG1068
 EG1068.The dynamic height is computed by dividing the NAVD 88
 EG1068.geopotential number by the normal gravity value computed on the
 EG1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1068.degrees latitude (g = 980.6199 gals.).
 EG1068
 EG1068.The modeled gravity was interpolated from observed gravity values.
 EG1068
 EG1068;                    North         East    Units  Estimated Accuracy
 EG1068;SPC MS E     -   526,410.      284,390.      MT  (+/- 180 meters Scaled)
 EG1068
 EG1068                          SUPERSEDED SURVEY CONTROL
 EG1068
 EG1068  NGVD 29 (??/??/92)  132.367  (m)          434.27   (f) ADJ UNCH    2 0
 EG1068
 EG1068.Superseded values are not recommended for survey control.
 EG1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1068.See file dsdata.txt to determine how the superseded data were derived.
 EG1068
 EG1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC155914(NAD 83)
 EG1068_MARKER: DB = BENCH MARK DISK
 EG1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1068_STAMPING: D-42 1935
 EG1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1068+STABILITY: SURFACE MOTION
 EG1068
 EG1068  HISTORY     - Date     Condition        Report By
 EG1068  HISTORY     - 1935     MONUMENTED       CGS
 EG1068  HISTORY     - 1972     MARK NOT FOUND   USGS
 EG1068  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG1068
 EG1068                          STATION DESCRIPTION
 EG1068
 EG1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1068'IN PONTOTOC.
 EG1068'156 FEET SOUTH OF THE SOUTH END OF GULF MOBILE AND NORTHERN RAILROAD
 EG1068'DEPOT.  36 FEET NORTH OF STOCK YARD FENCE.  40 FEET EAST OF CENTERLINE
 EG1068'OF MAIN TRACK.  1 FOOT EAST OF TELEGRAPH POLE.
 EG1068
 EG1068                          STATION RECOVERY (1972)
 EG1068
 EG1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EG1068'MARK NOT FOUND.
 EG1068
 EG1068                          STATION RECOVERY (1979)
 EG1068
 EG1068'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1191 ***********************************************************************
 DJ1191  DESIGNATION -  D 43
 DJ1191  PID         -  DJ1191
 DJ1191  STATE/COUNTY-  MS/WEBSTER
 DJ1191  USGS QUAD   -  MANTEE (1972)
 DJ1191
 DJ1191                         *CURRENT SURVEY CONTROL
 DJ1191  ___________________________________________________________________
 DJ1191* NAD 83(1986)-  33 38 21.     (N)    089 04 09.     (W)     SCALED    
 DJ1191* NAVD 88     -       117.898  (meters)     386.80   (feet)  ADJUSTED  
 DJ1191  ___________________________________________________________________
 DJ1191  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DJ1191  DYNAMIC HT  -         117.772 (meters)     386.39  (feet)  COMP
 DJ1191  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DJ1191
 DJ1191  VERT ORDER  -  SECOND    CLASS 0
 DJ1191
 DJ1191.The horizontal coordinates were scaled from a topographic map and have
 DJ1191.an estimated accuracy of +/- 6 seconds.
 DJ1191
 DJ1191.The orthometric height was determined by differential leveling
 DJ1191.and adjusted in June 1991.
 DJ1191
 DJ1191.The geoid height was determined by GEOID03.
 DJ1191
 DJ1191.The dynamic height is computed by dividing the NAVD 88
 DJ1191.geopotential number by the normal gravity value computed on the
 DJ1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1191.degrees latitude (g = 980.6199 gals.).
 DJ1191
 DJ1191.The modeled gravity was interpolated from observed gravity values.
 DJ1191
 DJ1191;                    North         East    Units  Estimated Accuracy
 DJ1191;SPC MS E     -   458,950.      278,120.      MT  (+/- 180 meters Scaled)
 DJ1191
 DJ1191                          SUPERSEDED SURVEY CONTROL
 DJ1191
 DJ1191  NGVD 29 (??/??/92)  117.832  (m)          386.59   (f) ADJ UNCH    2 0
 DJ1191
 DJ1191.Superseded values are not recommended for survey control.
 DJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1191.See file dsdata.txt to determine how the superseded data were derived.
 DJ1191
 DJ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC080240(NAD 83)
 DJ1191_MARKER: DB = BENCH MARK DISK
 DJ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1191_STAMPING: D 43 1935
 DJ1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1191+STABILITY: SURFACE MOTION
 DJ1191
 DJ1191  HISTORY     - Date     Condition        Report By
 DJ1191  HISTORY     - 1935     MONUMENTED       CGS
 DJ1191  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1191  HISTORY     - 1972     MARK NOT FOUND   USGS
 DJ1191  HISTORY     - 20000821 MARK NOT FOUND   NGS
 DJ1191
 DJ1191                          STATION DESCRIPTION
 DJ1191
 DJ1191'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1191'6.1 MI N FROM MABEN.
 DJ1191'IN WEBSTER COUNTY, 6.1 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO
 DJ1191'RAILROAD FROM THE STATION AT MABEN, OKTIBBEHA COUNTY, 27 FEET SOUTH OF
 DJ1191'THE CENTERLINE OF AN EAST-WEST ROAD LEADING TO PHEBA, AND 49 FEET WEST
 DJ1191'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 43 1935
 DJ1191'AND SET IN THE TOP OF A CONCRETE POST.
 DJ1191
 DJ1191                          STATION RECOVERY (1972)
 DJ1191
 DJ1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DJ1191'MARK NOT FOUND.
 DJ1191
 DJ1191                          STATION RECOVERY (2000)
 DJ1191
 DJ1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0318 ***********************************************************************
 EH0318  DESIGNATION -  D 45
 EH0318  PID         -  EH0318
 EH0318  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0318  USGS QUAD   -  CHARLESTON (1982)
 EH0318
 EH0318                         *CURRENT SURVEY CONTROL
 EH0318  ___________________________________________________________________
 EH0318* NAD 83(1986)-  34 00 29.     (N)    090 03 59.     (W)     SCALED    
 EH0318* NAVD 88     -        55.092  (meters)     180.75   (feet)  ADJUSTED  
 EH0318  ___________________________________________________________________
 EH0318  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EH0318  DYNAMIC HT  -          55.038 (meters)     180.57  (feet)  COMP
 EH0318  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 EH0318
 EH0318  VERT ORDER  -  SECOND    CLASS 0
 EH0318
 EH0318.The horizontal coordinates were scaled from a topographic map and have
 EH0318.an estimated accuracy of +/- 6 seconds.
 EH0318
 EH0318.The orthometric height was determined by differential leveling
 EH0318.and adjusted in June 1991.
 EH0318
 EH0318.The geoid height was determined by GEOID03.
 EH0318
 EH0318.The dynamic height is computed by dividing the NAVD 88
 EH0318.geopotential number by the normal gravity value computed on the
 EH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0318.degrees latitude (g = 980.6199 gals.).
 EH0318
 EH0318.The modeled gravity was interpolated from observed gravity values.
 EH0318
 EH0318;                    North         East    Units  Estimated Accuracy
 EH0318;SPC MS W     -   499,870.      724,660.      MT  (+/- 180 meters Scaled)
 EH0318
 EH0318                          SUPERSEDED SURVEY CONTROL
 EH0318
 EH0318  NGVD 29 (??/??/??)   55.139  (m)          180.90   (f) ADJUSTED    2 0
 EH0318
 EH0318.Superseded values are not recommended for survey control.
 EH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0318.See file dsdata.txt to determine how the superseded data were derived.
 EH0318
 EH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT709669(NAD 83)
 EH0318_MARKER: DB = BENCH MARK DISK
 EH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0318_STAMPING: D 45 1935
 EH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0318+STABILITY: SURFACE MOTION
 EH0318
 EH0318  HISTORY     - Date     Condition        Report By
 EH0318  HISTORY     - 1935     MONUMENTED       CGS
 EH0318  HISTORY     - 1968     MARK NOT FOUND   MSHD
 EH0318  HISTORY     - 1980     MARK NOT FOUND   USGS
 EH0318  HISTORY     - 20080212 MARK NOT FOUND   MSDOT
 EH0318
 EH0318                          STATION DESCRIPTION
 EH0318
 EH0318'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0318'IN CHARLESTON.
 EH0318'THE MARK IS LOCATED AT CHARLESTON, TALLAHATCHIE COUNTY, ON THE
 EH0318'ILLINOIS CENTRAL RAILROAD, 111 FEET SOUTHEAST OF THE STATION, 102 FEET
 EH0318'EAST OF THE CENTER LINE OF THE MAIN TRACK, AND 2 FEET SOUTHEAST OF A
 EH0318'FENCE CORNER.  A STANDARD DISK, STAMPED D 45 1935 AND SET IN THE TOP
 EH0318'OF A CONCRETE POST.  NOTE-- THE RAILROAD TRACK MENTIONED IN THE
 EH0318'ORIGINAL DESCRIPTION NO LONGER EXISTS.  THE STATION IS STILL INTACT
 EH0318'AND IS USED AS A WAREHOUSE.
 EH0318
 EH0318                          STATION RECOVERY (1980)
 EH0318
 EH0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EH0318'MARK NOT FOUND.
 EH0318
 EH0318                          STATION RECOVERY (2008)
 EH0318
 EH0318'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0617 ***********************************************************************
 EH0617  DESIGNATION -  D 46
 EH0617  PID         -  EH0617
 EH0617  STATE/COUNTY-  MS/COAHOMA
 EH0617  USGS QUAD   -  SHERARD (1967)
 EH0617
 EH0617                         *CURRENT SURVEY CONTROL
 EH0617  ___________________________________________________________________
 EH0617* NAD 83(1986)-  34 09 43.     (N)    090 39 09.     (W)     SCALED    
 EH0617* NAVD 88     -        48.866  (meters)     160.32   (feet)  ADJUSTED  
 EH0617  ___________________________________________________________________
 EH0617  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH0617  DYNAMIC HT  -          48.818 (meters)     160.16  (feet)  COMP
 EH0617  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 EH0617
 EH0617  VERT ORDER  -  SECOND    CLASS 0
 EH0617
 EH0617.The horizontal coordinates were scaled from a topographic map and have
 EH0617.an estimated accuracy of +/- 6 seconds.
 EH0617
 EH0617.The orthometric height was determined by differential leveling
 EH0617.and adjusted in June 1991.
 EH0617.WARNING-Repeat measurements at this control monument indicate possible
 EH0617.vertical movement.
 EH0617
 EH0617.The geoid height was determined by GEOID03.
 EH0617
 EH0617.The dynamic height is computed by dividing the NAVD 88
 EH0617.geopotential number by the normal gravity value computed on the
 EH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0617.degrees latitude (g = 980.6199 gals.).
 EH0617
 EH0617.The modeled gravity was interpolated from observed gravity values.
 EH0617
 EH0617;                    North         East    Units  Estimated Accuracy
 EH0617;SPC MS W     -   516,960.      670,570.      MT  (+/- 180 meters Scaled)
 EH0617
 EH0617                          SUPERSEDED SURVEY CONTROL
 EH0617
 EH0617  NGVD 29 (??/??/??)   48.913  (m)          160.48   (f) ADJUSTED    2 0
 EH0617
 EH0617.Superseded values are not recommended for survey control.
 EH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0617.See file dsdata.txt to determine how the superseded data were derived.
 EH0617
 EH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT163826(NAD 83)
 EH0617_MARKER: DB = BENCH MARK DISK
 EH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0617_STAMPING: D 46 1935
 EH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0617+STABILITY: SURFACE MOTION
 EH0617
 EH0617  HISTORY     - Date     Condition        Report By
 EH0617  HISTORY     - 1935     MONUMENTED       CGS
 EH0617  HISTORY     - 1972     GOOD             MSHD
 EH0617  HISTORY     - 20030623 POOR             USACE
 EH0617
 EH0617                          STATION DESCRIPTION
 EH0617
 EH0617'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0617'4.8 MI SW FROM CLARKSDALE.
 EH0617'THE MARK IS LOCATED 4.8 MILES SOUTHWEST OF CLARKSDALE, 6.3 MILES
 EH0617'NORTHEAST OF ALLIGATOR, 2.5 MILES NORTHEAST OF THE COMMUNITY OF BOBO
 EH0617'IN THE EAST ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 EH0617'TRACK WITH A PRIVATE ROAD IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
 EH0617'SECTION 31, T 27N, R 4W.  IT IS 36 FEET SOUTHEAST OF THE SOUTHEAST
 EH0617'RAIL, 83 FEET NORTHWEST OF THE CENTER OF A GRAVEDLED ROAD, 35 FEET
 EH0617'NORTHEAST OF THE CENTER OF A PRIVATE ROAD, 96.5 FEET EAST OF MILEPOST
 EH0617'82, 95 FEET SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE NO.
 EH0617'3527, 112 FEET NORTHWEST OF POWER POLE NO. 16, 20 FEET NORTHEAST OF A
 EH0617'FENCE CORNER, 3 FEET NORTH OF A TELEPHONE POLE, 4.5 FEET NORTHWEST OF
 EH0617'A FENCE, 1.5 FEET NORTHWEST OF A ROW OF POLES, 1 FOOT NORTHEAST OF A
 EH0617'METAL WITNESS POST SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER ABOUT
 EH0617'4 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 1 INCH.  TO REACH
 EH0617'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SOUTHWEST
 EH0617'ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 322.
 EH0617'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 5.5 MILES TO A CROSSROAD AT
 EH0617'THE EAST EDGE OF BOBO.
 EH0617
 EH0617                          STATION RECOVERY (2003)
 EH0617
 EH0617'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0617'MONUMENT HAS BEEN HIT AND IS LEANING ABOUT 30 DEGREES NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0250 ***********************************************************************
 DK0250  DESIGNATION -  D 49
 DK0250  PID         -  DK0250
 DK0250  STATE/COUNTY-  MS/HUMPHREYS
 DK0250  USGS QUAD   -  SILVER CITY (1982)
 DK0250
 DK0250                         *CURRENT SURVEY CONTROL
 DK0250  ___________________________________________________________________
 DK0250* NAD 83(1986)-  33 05 47.     (N)    090 29 46.     (W)     SCALED    
 DK0250* NAVD 88     -        33.889  (meters)     111.18   (feet)  ADJUSTED  
 DK0250  ___________________________________________________________________
 DK0250  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DK0250  DYNAMIC HT  -          33.853 (meters)     111.07  (feet)  COMP
 DK0250  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DK0250
 DK0250  VERT ORDER  -  SECOND    CLASS 0
 DK0250
 DK0250.The horizontal coordinates were scaled from a topographic map and have
 DK0250.an estimated accuracy of +/- 6 seconds.
 DK0250
 DK0250.The orthometric height was determined by differential leveling
 DK0250.and adjusted in June 1991.
 DK0250
 DK0250.The geoid height was determined by GEOID03.
 DK0250
 DK0250.The dynamic height is computed by dividing the NAVD 88
 DK0250.geopotential number by the normal gravity value computed on the
 DK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0250.degrees latitude (g = 980.6199 gals.).
 DK0250
 DK0250.The modeled gravity was interpolated from observed gravity values.
 DK0250
 DK0250;                    North         East    Units  Estimated Accuracy
 DK0250;SPC MS W     -   398,740.      684,810.      MT  (+/- 180 meters Scaled)
 DK0250
 DK0250                          SUPERSEDED SURVEY CONTROL
 DK0250
 DK0250  NGVD 29 (??/??/92)   33.966  (m)          111.44   (f) ADJ UNCH    2 2
 DK0250
 DK0250.Superseded values are not recommended for survey control.
 DK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0250.See file dsdata.txt to determine how the superseded data were derived.
 DK0250
 DK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS336647(NAD 83)
 DK0250_MARKER: DB = BENCH MARK DISK
 DK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0250_STAMPING: D 49 1935
 DK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0250+STABILITY: SURFACE MOTION
 DK0250
 DK0250  HISTORY     - Date     Condition        Report By
 DK0250  HISTORY     - 1935     MONUMENTED       CGS
 DK0250  HISTORY     - 1935     GOOD             CGS
 DK0250  HISTORY     - 1974     GOOD             MSHD
 DK0250  HISTORY     - 1976     GOOD             MSHD
 DK0250
 DK0250                          STATION DESCRIPTION
 DK0250
 DK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0250'IN SILVER CITY.
 DK0250'AT SILVER CITY, HUMPHREYS COUNTY, AT THE JUNCTION OF THE MAIN AND
 DK0250'BRANCH LINES OF THE ILLINOIS CENTRAL RAILROAD, 87 FEET WEST OF THE
 DK0250'WEST SIDE OF THE STATION, 60 FEET WEST OF THE CENTERLINE OF THE MAIN
 DK0250'TRACK, AND 2 FEET NORTHEAST OF A TELEPHONE POLE.  A STANDARD DISK,
 DK0250'STAMPED D 49 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK0250
 DK0250                          STATION RECOVERY (1974)
 DK0250
 DK0250'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0250'RECOVERED IN GOOD CONDITION.
 DK0250
 DK0250                          STATION RECOVERY (1976)
 DK0250
 DK0250'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0048 ***********************************************************************
 DK0048  DESIGNATION -  D 5
 DK0048  PID         -  DK0048
 DK0048  STATE/COUNTY-  MS/LEFLORE
 DK0048  USGS QUAD   -  GREENWOOD (1982)
 DK0048
 DK0048                         *CURRENT SURVEY CONTROL
 DK0048  ___________________________________________________________________
 DK0048* NAD 83(1986)-  33 31 04.     (N)    090 09 59.     (W)     SCALED    
 DK0048* NAVD 88     -        40.520  (meters)     132.94   (feet)  ADJUSTED  
 DK0048  ___________________________________________________________________
 DK0048  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0048  DYNAMIC HT  -          40.478 (meters)     132.80  (feet)  COMP
 DK0048  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DK0048
 DK0048  VERT ORDER  -  FIRST     CLASS II
 DK0048
 DK0048.The horizontal coordinates were scaled from a topographic map and have
 DK0048.an estimated accuracy of +/- 6 seconds.
 DK0048
 DK0048.The orthometric height was determined by differential leveling
 DK0048.and adjusted in June 1991.
 DK0048
 DK0048.The geoid height was determined by GEOID03.
 DK0048
 DK0048.The dynamic height is computed by dividing the NAVD 88
 DK0048.geopotential number by the normal gravity value computed on the
 DK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0048.degrees latitude (g = 980.6199 gals.).
 DK0048
 DK0048.The modeled gravity was interpolated from observed gravity values.
 DK0048
 DK0048;                    North         East    Units  Estimated Accuracy
 DK0048;SPC MS W     -   445,480.      715,510.      MT  (+/- 180 meters Scaled)
 DK0048
 DK0048                          SUPERSEDED SURVEY CONTROL
 DK0048
 DK0048  NGVD 29 (??/??/??)   40.587  (m)          133.16   (f) ADJUSTED    1 2
 DK0048
 DK0048.Superseded values are not recommended for survey control.
 DK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0048.See file dsdata.txt to determine how the superseded data were derived.
 DK0048
 DK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT631122(NAD 83)
 DK0048_MARKER: DB = BENCH MARK DISK
 DK0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0048_STAMPING: D 5 1933
 DK0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0048+STABILITY: SURFACE MOTION
 DK0048
 DK0048  HISTORY     - Date     Condition        Report By
 DK0048  HISTORY     - 1933     MONUMENTED       CGS
 DK0048  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0048  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0048  HISTORY     - 20080304 MARK NOT FOUND   MSDOT
 DK0048
 DK0048                          STATION DESCRIPTION
 DK0048
 DK0048'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0048'0.6 MI E FROM GREENWOOD.
 DK0048'THE MARK IS LOCATED ABOUT 0.6 MILE EAST ALONG THE COLUMBUS AND
 DK0048'GREENVILLE RAILWAY FROM THE JUNCTION AT GREENWOOD, LEFLORE COUNTY,
 DK0048'ABOUT 480 FEET EAST OF THE CITY LIMITS SIGN, AND EAST OF A GRAVEL-ROAD
 DK0048'CROSSING.  A STANDARD DISK STAMPED D 5 1933 AND SET IN THE TOP OF A
 DK0048'CONCRETE POST.
 DK0048
 DK0048                          STATION RECOVERY (1977)
 DK0048
 DK0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0048'MARK NOT FOUND.
 DK0048
 DK0048                          STATION RECOVERY (2008)
 DK0048
 DK0048'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0439 ***********************************************************************
 DK0439  DESIGNATION -  D 50
 DK0439  PID         -  DK0439
 DK0439  STATE/COUNTY-  MS/HUMPHREYS
 DK0439  USGS QUAD   -  MIDNIGHT (1965)
 DK0439
 DK0439                         *CURRENT SURVEY CONTROL
 DK0439  ___________________________________________________________________
 DK0439* NAD 83(1986)-  33 05 00.     (N)    090 31 21.     (W)     SCALED    
 DK0439* NAVD 88     -        33.541  (meters)     110.04   (feet)  ADJUSTED  
 DK0439  ___________________________________________________________________
 DK0439  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0439  DYNAMIC HT  -          33.505 (meters)     109.92  (feet)  COMP
 DK0439  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DK0439
 DK0439  VERT ORDER  -  SECOND    CLASS 0
 DK0439
 DK0439.The horizontal coordinates were scaled from a topographic map and have
 DK0439.an estimated accuracy of +/- 6 seconds.
 DK0439
 DK0439.The orthometric height was determined by differential leveling
 DK0439.and adjusted in June 1991.
 DK0439
 DK0439.The geoid height was determined by GEOID03.
 DK0439
 DK0439.The dynamic height is computed by dividing the NAVD 88
 DK0439.geopotential number by the normal gravity value computed on the
 DK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0439.degrees latitude (g = 980.6199 gals.).
 DK0439
 DK0439.The modeled gravity was interpolated from observed gravity values.
 DK0439
 DK0439;                    North         East    Units  Estimated Accuracy
 DK0439;SPC MS W     -   397,300.      682,340.      MT  (+/- 180 meters Scaled)
 DK0439
 DK0439                          SUPERSEDED SURVEY CONTROL
 DK0439
 DK0439  NGVD 29 (??/??/92)   33.620  (m)          110.30   (f) ADJ UNCH    2 0
 DK0439
 DK0439.Superseded values are not recommended for survey control.
 DK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0439.See file dsdata.txt to determine how the superseded data were derived.
 DK0439
 DK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS312632(NAD 83)
 DK0439_MARKER: DB = BENCH MARK DISK
 DK0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0439_STAMPING: D-50 1935
 DK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0439+STABILITY: SURFACE MOTION
 DK0439
 DK0439  HISTORY     - Date     Condition        Report By
 DK0439  HISTORY     - 1935     MONUMENTED       CGS
 DK0439  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0439
 DK0439                          STATION DESCRIPTION
 DK0439
 DK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0439'1.8 MI SW FROM SILVER CITY.
 DK0439'1.8 MILES SOUTHWEST OF Y AND M V RR DEPOT AT SILVER CITY 546 FEET
 DK0439'SOUTHWEST OF MILE POST M165.  99 FEET NORTH OF CENTERLINE OF U. S.
 DK0439'HIGHWAY 49W.  27 FEET NORTH OF THE CENTERLINE OF YAZOO AND MISSISSIPPI
 DK0439'VALLEY RAILROAD.
 DK0439'NOTE-THE AREA IN THE APPROXIMATE LOCATION HAS BEEN LEVELED AND THE
 DK0439'MARK WAS PROBABLY DESTROYED AT THIS TIME.
 DK0439
 DK0439                          STATION RECOVERY (1972)
 DK0439
 DK0439'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0174 ***********************************************************************
 CP0174  DESIGNATION -  D 51
 CP0174  PID         -  CP0174
 CP0174  STATE/COUNTY-  MS/YAZOO
 CP0174  USGS QUAD   -  BENTON (1988)
 CP0174
 CP0174                         *CURRENT SURVEY CONTROL
 CP0174  ___________________________________________________________________
 CP0174* NAD 83(1986)-  32 49 56.     (N)    090 18 38.     (W)     SCALED    
 CP0174* NAVD 88     -        99.252  (meters)     325.63   (feet)  ADJUSTED  
 CP0174  ___________________________________________________________________
 CP0174  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP0174  DYNAMIC HT  -          99.141 (meters)     325.27  (feet)  COMP
 CP0174  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CP0174
 CP0174  VERT ORDER  -  SECOND    CLASS 0
 CP0174
 CP0174.The horizontal coordinates were scaled from a topographic map and have
 CP0174.an estimated accuracy of +/- 6 seconds.
 CP0174
 CP0174.The orthometric height was determined by differential leveling
 CP0174.and adjusted in June 1991.
 CP0174
 CP0174.The geoid height was determined by GEOID03.
 CP0174
 CP0174.The dynamic height is computed by dividing the NAVD 88
 CP0174.geopotential number by the normal gravity value computed on the
 CP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0174.degrees latitude (g = 980.6199 gals.).
 CP0174
 CP0174.The modeled gravity was interpolated from observed gravity values.
 CP0174
 CP0174;                    North         East    Units  Estimated Accuracy
 CP0174;SPC MS W     -   369,430.      702,130.      MT  (+/- 180 meters Scaled)
 CP0174
 CP0174                          SUPERSEDED SURVEY CONTROL
 CP0174
 CP0174  NGVD 29 (??/??/92)   99.335  (m)          325.90   (f) ADJ UNCH    2 0
 CP0174
 CP0174.Superseded values are not recommended for survey control.
 CP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0174.See file dsdata.txt to determine how the superseded data were derived.
 CP0174
 CP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS517358(NAD 83)
 CP0174_MARKER: DB = BENCH MARK DISK
 CP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0174_STAMPING: D 51 1935
 CP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0174+STABILITY: SURFACE MOTION
 CP0174
 CP0174  HISTORY     - Date     Condition        Report By
 CP0174  HISTORY     - 1935     MONUMENTED       CGS
 CP0174  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0174
 CP0174                          STATION DESCRIPTION
 CP0174
 CP0174'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0174'6.7 MI E FROM YAZOO CITY.
 CP0174'LOCATED ABOUT 6.7 MILES EAST ALONG THE CANTON ROAD FROM THE YAZOO AND
 CP0174'MISSISSIPPI VALLEY RAILROAD STATION AT YAZOO CITY, 18 FEET WEST OF A
 CP0174'PRIVATE ROAD, 44 FEET NORTH OF THE CENTERLINE OF THE CANTON ROAD, AND
 CP0174'1 FOOT SOUTH OF A FENCE.  NOTE-- THE YAZOO AND MISSISSIPPI VALLEY
 CP0174'RAILROAD IS NOW THE ILLINOIS CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0948 ***********************************************************************
 CO0948  DESIGNATION -  D 52
 CO0948  PID         -  CO0948
 CO0948  STATE/COUNTY-  MS/LEAKE
 CO0948  USGS QUAD   -  OFAHOMA (1989)
 CO0948
 CO0948                         *CURRENT SURVEY CONTROL
 CO0948  ___________________________________________________________________
 CO0948* NAD 83(1986)-  32 42 21.     (N)    089 39 48.     (W)     SCALED    
 CO0948* NAVD 88     -       106.097  (meters)     348.09   (feet)  ADJUSTED  
 CO0948  ___________________________________________________________________
 CO0948  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO0948  DYNAMIC HT  -         105.976 (meters)     347.69  (feet)  COMP
 CO0948  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CO0948
 CO0948  VERT ORDER  -  SECOND    CLASS 0
 CO0948
 CO0948.The horizontal coordinates were scaled from a topographic map and have
 CO0948.an estimated accuracy of +/- 6 seconds.
 CO0948
 CO0948.The orthometric height was determined by differential leveling
 CO0948.and adjusted in June 1991.
 CO0948
 CO0948.The geoid height was determined by GEOID03.
 CO0948
 CO0948.The dynamic height is computed by dividing the NAVD 88
 CO0948.geopotential number by the normal gravity value computed on the
 CO0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0948.degrees latitude (g = 980.6199 gals.).
 CO0948
 CO0948.The modeled gravity was interpolated from observed gravity values.
 CO0948
 CO0948;                    North         East    Units  Estimated Accuracy
 CO0948;SPC MS E     -   355,720.      222,180.      MT  (+/- 180 meters Scaled)
 CO0948
 CO0948                          SUPERSEDED SURVEY CONTROL
 CO0948
 CO0948  NGVD 29 (??/??/92)  106.127  (m)          348.19   (f) ADJ UNCH    2 0
 CO0948
 CO0948.Superseded values are not recommended for survey control.
 CO0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0948.See file dsdata.txt to determine how the superseded data were derived.
 CO0948
 CO0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB503218(NAD 83)
 CO0948_MARKER: DB = BENCH MARK DISK
 CO0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0948_STAMPING: D 52 1935
 CO0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0948+STABILITY: SURFACE MOTION
 CO0948
 CO0948  HISTORY     - Date     Condition        Report By
 CO0948  HISTORY     - 1935     MONUMENTED       CGS
 CO0948  HISTORY     - 1960     MARK NOT FOUND   NGS
 CO0948  HISTORY     - 1964     MARK NOT FOUND   USGS
 CO0948
 CO0948                          STATION DESCRIPTION
 CO0948
 CO0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CO0948'8.5 MI W FROM CARTHAGE.
 CO0948'8.5 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 CO0948'CARTHAGE, LEAKE COUNTY, AT THE CROSSING OF A LOGGING RAILROAD, 42 FEET
 CO0948'WEST OF THE CENTERLINE OF THE TRACK, 36 FEET SOUTH OF THE CENTERLINE
 CO0948'OF THE HIGHWAY, AND 15 FEET SOUTHWEST OF A POLE. A STANDARD DISK,
 CO0948'STAMPED D 52 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CO0948
 CO0948                          STATION RECOVERY (1964)
 CO0948
 CO0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CO0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1359 ***********************************************************************
 DJ1359  DESIGNATION -  D 53
 DJ1359  PID         -  DJ1359
 DJ1359  STATE/COUNTY-  MS/CARROLL
 DJ1359  USGS QUAD   -  VAIDEN (1966)
 DJ1359
 DJ1359                         *CURRENT SURVEY CONTROL
 DJ1359  ___________________________________________________________________
 DJ1359* NAD 83(1986)-  33 22 27.     (N)    089 44 34.     (W)     SCALED    
 DJ1359* NAVD 88     -        95.180  (meters)     312.27   (feet)  ADJUSTED  
 DJ1359  ___________________________________________________________________
 DJ1359  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DJ1359  DYNAMIC HT  -          95.079 (meters)     311.94  (feet)  COMP
 DJ1359  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DJ1359
 DJ1359  VERT ORDER  -  SECOND    CLASS 0
 DJ1359
 DJ1359.The horizontal coordinates were scaled from a topographic map and have
 DJ1359.an estimated accuracy of +/- 6 seconds.
 DJ1359
 DJ1359.The orthometric height was determined by differential leveling
 DJ1359.and adjusted in June 1991.
 DJ1359
 DJ1359.The geoid height was determined by GEOID03.
 DJ1359
 DJ1359.The dynamic height is computed by dividing the NAVD 88
 DJ1359.geopotential number by the normal gravity value computed on the
 DJ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1359.degrees latitude (g = 980.6199 gals.).
 DJ1359
 DJ1359.The modeled gravity was interpolated from observed gravity values.
 DJ1359
 DJ1359;                    North         East    Units  Estimated Accuracy
 DJ1359;SPC MS W     -   429,690.      754,950.      MT  (+/- 180 meters Scaled)
 DJ1359
 DJ1359                          SUPERSEDED SURVEY CONTROL
 DJ1359
 DJ1359  NGVD 29 (??/??/92)   95.189  (m)          312.30   (f) ADJ UNCH    2 0
 DJ1359
 DJ1359.Superseded values are not recommended for survey control.
 DJ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1359.See file dsdata.txt to determine how the superseded data were derived.
 DJ1359
 DJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB448961(NAD 83)
 DJ1359_MARKER: DB = BENCH MARK DISK
 DJ1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1359_SP_SET: ABUTMENT
 DJ1359_STAMPING: D 53 1935
 DJ1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1359
 DJ1359  HISTORY     - Date     Condition        Report By
 DJ1359  HISTORY     - 1935     MONUMENTED       CGS
 DJ1359  HISTORY     - 1968     GOOD             MSHD
 DJ1359  HISTORY     - 20080225 MARK NOT FOUND   MSDOT
 DJ1359
 DJ1359                          STATION DESCRIPTION
 DJ1359
 DJ1359'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1359'3.1 MI N FROM VAIDEN.
 DJ1359'THE MARK IS LOCATED 3.1 MILES NORTH OF THE APPROXIMATE CENTER OF
 DJ1359'VAIDEN IN THE WEST END OF THE NORTH CONCRETE ABUTMENT OF ILLINOIS
 DJ1359'CENTRAL RAILROAD BRIDGE NO. 648-1, 7.2 MILES SOUTHWEST OF WINONA IN
 DJ1359'THE SW 1/4 OF SECTION 35, T 18 N, R 5 E.  IT IS 185 FEET NORTH OF THE
 DJ1359'NORTHWEST CORNER OF SIGNAL NO. 648-1, 6.5 FEET WEST OF THE WEST RAIL,
 DJ1359'2.5 FEET SOUTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE
 DJ1359'NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE AND IS ABOUT 4 FEET BELOW
 DJ1359'THE LEVEL OF THE TRACK.  TO REACH FROM THE JUNCTION OF MISSISSIPPI
 DJ1359'HIGHWAY 430 AND U.S. HIGHWAY 51 IN VAIDEN GO NORTH-NORTHWEST ON U.S.
 DJ1359'HIGHWAY 51 FOR 4.5 MILES TO A SIDE ROAD RIGHT. TURN RIGHT (EAST) AND
 DJ1359'CONTINUE ON AN ALL WEATHER ROAD FOR 1.1 MILES TO A T INTERSECTION ON
 DJ1359'THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK. TURN RIGHT
 DJ1359'(SOUTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.9 MILE TO A GAP ON
 DJ1359'THE RIGHT JUST BEFORE CROSSING A WOODEN BRIDGE. THE MARK IS LOCATED
 DJ1359'0.25 MILE WEST ACROSS AN OPEN FIELD IN THE WEST END OF THE NORTH
 DJ1359'CONCRETE ABUTMENT OF A RAILROAD BRIDGE.
 DJ1359
 DJ1359                          STATION RECOVERY (2008)
 DJ1359
 DJ1359'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1359'MARK IS APPARENTLY COVERED BY A 12 IN. X 12 IN. X 36 IN. CONCRETE BEAM
 DJ1359'WHICH COULD CONCEIVABLY BE REMOVED IF NECESSARY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0190 ***********************************************************************
 CP0190  DESIGNATION -  D 54
 CP0190  PID         -  CP0190
 CP0190  STATE/COUNTY-  MS/YAZOO
 CP0190  USGS QUAD   -  VAUGHAN (1964)
 CP0190
 CP0190                         *CURRENT SURVEY CONTROL
 CP0190  ___________________________________________________________________
 CP0190* NAD 83(1986)-  32 47 17.     (N)    090 02 23.     (W)     SCALED    
 CP0190* NAVD 88     -        61.651  (meters)     202.27   (feet)  ADJUSTED  
 CP0190  ___________________________________________________________________
 CP0190  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CP0190  DYNAMIC HT  -          61.581 (meters)     202.04  (feet)  COMP
 CP0190  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CP0190
 CP0190  VERT ORDER  -  SECOND    CLASS 0
 CP0190
 CP0190.The horizontal coordinates were scaled from a topographic map and have
 CP0190.an estimated accuracy of +/- 6 seconds.
 CP0190
 CP0190.The orthometric height was determined by differential leveling
 CP0190.and adjusted in June 1991.
 CP0190
 CP0190.The geoid height was determined by GEOID03.
 CP0190
 CP0190.The dynamic height is computed by dividing the NAVD 88
 CP0190.geopotential number by the normal gravity value computed on the
 CP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0190.degrees latitude (g = 980.6199 gals.).
 CP0190
 CP0190.The modeled gravity was interpolated from observed gravity values.
 CP0190
 CP0190;                    North         East    Units  Estimated Accuracy
 CP0190;SPC MS W     -   364,570.      727,500.      MT  (+/- 180 meters Scaled)
 CP0190
 CP0190                          SUPERSEDED SURVEY CONTROL
 CP0190
 CP0190  NGVD 29 (??/??/92)   61.707  (m)          202.45   (f) ADJ UNCH    2 0
 CP0190
 CP0190.Superseded values are not recommended for survey control.
 CP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0190.See file dsdata.txt to determine how the superseded data were derived.
 CP0190
 CP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS772316(NAD 83)
 CP0190_MARKER: DB = BENCH MARK DISK
 CP0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0190_SP_SET: ABUTMENT
 CP0190_STAMPING: D 54 1935
 CP0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0190
 CP0190  HISTORY     - Date     Condition        Report By
 CP0190  HISTORY     - 1935     MONUMENTED       CGS
 CP0190  HISTORY     - 1967     GOOD             MSHD
 CP0190
 CP0190                          STATION DESCRIPTION
 CP0190
 CP0190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0190'8.1 MI SW FROM PICKENS.
 CP0190'IN YAZOO COUNTY, 8.1 MILES SOUTHWEST ALONG THE ILLIONIS CENTRAL
 CP0190'RAILROAD FROM THE STATION AT PICKENS, HOLMES COUNTY, AT THE SOUTH END
 CP0190'OF BRIDGE 693.5 IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, 16 FEET
 CP0190'EAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1727 ***********************************************************************
 DJ1727  DESIGNATION -  D 54
 DJ1727  PID         -  DJ1727
 DJ1727  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1727  USGS QUAD   -  ARTESIA (1987)
 DJ1727
 DJ1727                         *CURRENT SURVEY CONTROL
 DJ1727  ___________________________________________________________________
 DJ1727* NAD 83(1993)-  33 28 38.16900(N)    088 41 06.34276(W)     ADJUSTED  
 DJ1727* NAVD 88     -        76.67   (+/-2cm)     251.5    (feet)  VERTCON   
 DJ1727  ___________________________________________________________________
 DJ1727  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DJ1727  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1727  HORZ ORDER  -  SECOND
 DJ1727  VERT ORDER  -  THIRD ? (See Below)
 DJ1727
 DJ1727.The horizontal coordinates were established by classical geodetic methods
 DJ1727.and adjusted by the National Geodetic Survey in May 1994.
 DJ1727
 DJ1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1727.The vertical order pertains to the NGVD 29 superseded value.
 DJ1727
 DJ1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1727
 DJ1727.The geoid height was determined by GEOID03.
 DJ1727
 DJ1727;                    North         East     Units Scale Factor Converg.
 DJ1727;SPC MS E     -   440,979.858   313,777.580   MT  0.99995234   +0 04 54.4
 DJ1727;SPC MS E     - 1,446,781.42  1,029,451.94   sFT  0.99995234   +0 04 54.4
 DJ1727;UTM  16      - 3,705,469.322   343,429.496   MT  0.99990223   -0 55 46.9
 DJ1727
 DJ1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1727!SPC MS E     -   0.99999240  x   0.99995234  =   0.99994474
 DJ1727!UTM  16      -   0.99999240  x   0.99990223  =   0.99989463
 DJ1727
 DJ1727                          SUPERSEDED SURVEY CONTROL
 DJ1727
 DJ1727  NAD 83(1993)-  33 28 38.17777(N)    088 41 06.34092(W) AD(       ) 2
 DJ1727  NAD 83(1986)-  33 28 38.17921(N)    088 41 06.34016(W) AD(       ) 2
 DJ1727  NGVD 29 (01/23/89)   76.64   (m)          251.4    (f) LEVELING    3  
 DJ1727
 DJ1727.Superseded values are not recommended for survey control.
 DJ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1727.See file dsdata.txt to determine how the superseded data were derived.
 DJ1727
 DJ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4342905469(NAD 83)
 DJ1727_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1727_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1727
 DJ1727  HISTORY     - Date     Condition        Report By
 DJ1727  HISTORY     - UNK      MONUMENTED
 DJ1727  HISTORY     - 1985     GOOD             MSSU
 DJ1727
 DJ1727                          STATION DESCRIPTION
 DJ1727
 DJ1727'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1985 (RB)
 DJ1727'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1728 ***********************************************************************
 DJ1728  DESIGNATION -  D 55
 DJ1728  PID         -  DJ1728
 DJ1728  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1728  USGS QUAD   -  ARTESIA (1987)
 DJ1728
 DJ1728                         *CURRENT SURVEY CONTROL
 DJ1728  ___________________________________________________________________
 DJ1728* NAD 83(1993)-  33 28 37.75947(N)    088 41 45.64023(W)     ADJUSTED  
 DJ1728* NAVD 88     -        76.72   (+/-2cm)     251.7    (feet)  VERTCON   
 DJ1728  ___________________________________________________________________
 DJ1728  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DJ1728  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ1728  HORZ ORDER  -  SECOND
 DJ1728  VERT ORDER  -  THIRD ? (See Below)
 DJ1728
 DJ1728.The horizontal coordinates were established by classical geodetic methods
 DJ1728.and adjusted by the National Geodetic Survey in May 1994.
 DJ1728
 DJ1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1728.The vertical order pertains to the NGVD 29 superseded value.
 DJ1728
 DJ1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1728
 DJ1728.The geoid height was determined by GEOID03.
 DJ1728
 DJ1728;                    North         East     Units Scale Factor Converg.
 DJ1728;SPC MS E     -   440,965.847   312,763.042   MT  0.99995201   +0 04 32.7
 DJ1728;SPC MS E     - 1,446,735.45  1,026,123.41   sFT  0.99995201   +0 04 32.7
 DJ1728;UTM  16      - 3,705,473.222   342,414.917   MT  0.99990616   -0 56 08.6
 DJ1728
 DJ1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1728!SPC MS E     -   0.99999239  x   0.99995201  =   0.99994440
 DJ1728!UTM  16      -   0.99999239  x   0.99990616  =   0.99989855
 DJ1728
 DJ1728                          SUPERSEDED SURVEY CONTROL
 DJ1728
 DJ1728  NAD 83(1993)-  33 28 37.76826(N)    088 41 45.63846(W) AD(       ) 2
 DJ1728  NAD 83(1986)-  33 28 37.76954(N)    088 41 45.63786(W) AD(       ) 2
 DJ1728  NGVD 29 (01/23/89)   76.69   (m)          251.6    (f) LEVELING    3  
 DJ1728
 DJ1728.Superseded values are not recommended for survey control.
 DJ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1728.See file dsdata.txt to determine how the superseded data were derived.
 DJ1728
 DJ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4241505473(NAD 83)
 DJ1728_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1728_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1728
 DJ1728  HISTORY     - Date     Condition        Report By
 DJ1728  HISTORY     - UNK      MONUMENTED
 DJ1728  HISTORY     - 1984     GOOD             MSSU
 DJ1728
 DJ1728                          STATION DESCRIPTION
 DJ1728
 DJ1728'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1728'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0414 ***********************************************************************
 CP0414  DESIGNATION -  D 57
 CP0414  PID         -  CP0414
 CP0414  STATE/COUNTY-  MS/HINDS
 CP0414  USGS QUAD   -  RAYMOND (1980)
 CP0414
 CP0414                         *CURRENT SURVEY CONTROL
 CP0414  ___________________________________________________________________
 CP0414* NAD 83(1986)-  32 15 38.     (N)    090 25 09.     (W)     SCALED    
 CP0414* NAVD 88     -        85.39   (+/-2cm)     280.2    (feet)  VERTCON   
 CP0414  ___________________________________________________________________
 CP0414  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0414
 CP0414.The horizontal coordinates were scaled from a topographic map and have
 CP0414.an estimated accuracy of +/- 6 seconds.
 CP0414
 CP0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0414.The vertical order pertains to the NGVD 29 superseded value.
 CP0414
 CP0414.The geoid height was determined by GEOID03.
 CP0414
 CP0414;                    North         East    Units  Estimated Accuracy
 CP0414;SPC MS W     -   306,040.      691,910.      MT  (+/- 180 meters Scaled)
 CP0414
 CP0414                          SUPERSEDED SURVEY CONTROL
 CP0414
 CP0414  NGVD 29 (??/??/92)   85.399  (m)          280.18   (f) ADJ UNCH    2 0
 CP0414
 CP0414.Superseded values are not recommended for survey control.
 CP0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0414.See file dsdata.txt to determine how the superseded data were derived.
 CP0414
 CP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR431722(NAD 83)
 CP0414_MARKER: DB = BENCH MARK DISK
 CP0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0414_STAMPING: D 57 1935
 CP0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0414+STABILITY: SURFACE MOTION
 CP0414
 CP0414  HISTORY     - Date     Condition        Report By
 CP0414  HISTORY     - 1935     MONUMENTED       CGS
 CP0414  HISTORY     - 1977     GOOD             MSHD
 CP0414
 CP0414                          STATION DESCRIPTION
 CP0414
 CP0414'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0414'0.2 MI NE FROM RAYMOND.
 CP0414'THE MARK IS LOCATED 0.2 MILE NORTHEAST OF RAYMOND ON THE SOUTHEAST
 CP0414'RIGHT OF WAY OF THE ILLINOIS CENTRAL GULF RAILROAD TRACK IN THE
 CP0414'SOUTHEAST 1/4 OF SECTION 20, T 5N, R 2W.  IT IS 85 PACES NORTHEAST OF
 CP0414'A SWITCH STAND AT THE END OF A SIDING, 46 FEET SOUTHEAST OF THE
 CP0414'SOUTHEAST RAIL, 41.5 FEET SOUTHWEST OF AN 18 INCH OAK, 38.5 FEET
 CP0414'SOUTHWEST OF A 12 INCH BLACKBERRY, 34.5 FEET SOUTHWEST OF A FENCE
 CP0414'CORNER, 10.5 FEET WEST OF A 10 INCH PECAN, 1 FOOT NORTHWEST OF A METAL
 CP0414'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 6 FEET
 CP0414'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH
 CP0414'FROM THE WATER TANK IN THE CENTER OF RAYMOND GO SOUTHEAST ON MAIN
 CP0414'STREET FOR 0.1 MILE TO A RAILROAD CROSSING THENCE NORTHEAST ALONG THE
 CP0414'RAILROAD TRACK FOR ABOUT 0.2 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0480 ***********************************************************************
 BW0480  DESIGNATION -  D 58
 BW0480  PID         -  BW0480
 BW0480  STATE/COUNTY-  MS/JEFFERSON
 BW0480  USGS QUAD   -  RED LICK (1973)
 BW0480
 BW0480                         *CURRENT SURVEY CONTROL
 BW0480  ___________________________________________________________________
 BW0480* NAD 83(1986)-  31 48 33.     (N)    090 57 11.     (W)     SCALED    
 BW0480* NAVD 88     -        62.27   (+/-2cm)     204.3    (feet)  VERTCON   
 BW0480  ___________________________________________________________________
 BW0480  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0480
 BW0480.The horizontal coordinates were scaled from a topographic map and have
 BW0480.an estimated accuracy of +/- 6 seconds.
 BW0480
 BW0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0480.The vertical order pertains to the NGVD 29 superseded value.
 BW0480
 BW0480.The geoid height was determined by GEOID03.
 BW0480
 BW0480;                    North         East    Units  Estimated Accuracy
 BW0480;SPC MS W     -   256,160.      641,320.      MT  (+/- 180 meters Scaled)
 BW0480
 BW0480                          SUPERSEDED SURVEY CONTROL
 BW0480
 BW0480  NGVD 29 (??/??/92)   62.278  (m)          204.32   (f) ADJ UNCH    2 0
 BW0480
 BW0480.Superseded values are not recommended for survey control.
 BW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0480.See file dsdata.txt to determine how the superseded data were derived.
 BW0480
 BW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR937211(NAD 83)
 BW0480_MARKER: DB = BENCH MARK DISK
 BW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0480_STAMPING: D58 1935
 BW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0480+STABILITY: SURFACE MOTION
 BW0480
 BW0480  HISTORY     - Date     Condition        Report By
 BW0480  HISTORY     - 1935     MONUMENTED       CGS
 BW0480  HISTORY     - 1956     MARK NOT FOUND   NGS
 BW0480
 BW0480                          STATION DESCRIPTION
 BW0480
 BW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW0480'2.1 MI N FROM RED LICK.
 BW0480'LOCATED ABOUT 2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0480'RED LICK, 51 FEET SOUTHWEST OF BRIDGE LN 62.2, 51 FEET WEST OF THE
 BW0480'CENTER LINE OF THE TRACK, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD
 BW0480'AND 4 FEET NORTHEAST OF A GATE.  IT IS A STANDARD DISK STAMPED D58
 BW0480'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1729 ***********************************************************************
 DJ1729  DESIGNATION -  D 58
 DJ1729  PID         -  DJ1729
 DJ1729  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1729  USGS QUAD   -  ARTESIA (1987)
 DJ1729
 DJ1729                         *CURRENT SURVEY CONTROL
 DJ1729  ___________________________________________________________________
 DJ1729* NAD 83(1993)-  33 28 37.78347(N)    088 43 05.58857(W)     ADJUSTED  
 DJ1729* NAVD 88     -        84.44   (+/-2cm)     277.0    (feet)  VERTCON   
 DJ1729  ___________________________________________________________________
 DJ1729  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DJ1729  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ1729  HORZ ORDER  -  SECOND
 DJ1729  VERT ORDER  -  THIRD ? (See Below)
 DJ1729
 DJ1729.The horizontal coordinates were established by classical geodetic methods
 DJ1729.and adjusted by the National Geodetic Survey in May 1994.
 DJ1729
 DJ1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1729.The vertical order pertains to the NGVD 29 superseded value.
 DJ1729
 DJ1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1729
 DJ1729.The geoid height was determined by GEOID03.
 DJ1729
 DJ1729;                    North         East     Units Scale Factor Converg.
 DJ1729;SPC MS E     -   440,964.078   310,698.988   MT  0.99995141   +0 03 48.6
 DJ1729;SPC MS E     - 1,446,729.65  1,019,351.60   sFT  0.99995141   +0 03 48.6
 DJ1729;UTM  16      - 3,705,507.888   340,351.240   MT  0.99991424   -0 56 52.7
 DJ1729
 DJ1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1729!SPC MS E     -   0.99999117  x   0.99995141  =   0.99994258
 DJ1729!UTM  16      -   0.99999117  x   0.99991424  =   0.99990542
 DJ1729
 DJ1729:                Primary Azimuth Mark                     Grid Az
 DJ1729:SPC MS E     -  D 59                                     270 56 43.6
 DJ1729:UTM  16      -  D 59                                     271 57 24.9
 DJ1729
 DJ1729|---------------------------------------------------------------------|
 DJ1729| PID    Reference Object                     Distance      Geod. Az  |
 DJ1729|                                                           dddmmss.s |
 DJ1729| DJ1730 D 59                                APPROX. 0.7 KM 2710032.2 |
 DJ1729|---------------------------------------------------------------------|
 DJ1729
 DJ1729                          SUPERSEDED SURVEY CONTROL
 DJ1729
 DJ1729  NAD 83(1993)-  33 28 37.79240(N)    088 43 05.58689(W) AD(       ) 2
 DJ1729  NAD 83(1986)-  33 28 37.79334(N)    088 43 05.58644(W) AD(       ) 2
 DJ1729  NGVD 29 (01/23/89)   84.40   (m)          276.9    (f) LEVELING    3  
 DJ1729
 DJ1729.Superseded values are not recommended for survey control.
 DJ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1729.See file dsdata.txt to determine how the superseded data were derived.
 DJ1729
 DJ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4035105508(NAD 83)
 DJ1729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1729_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1729
 DJ1729  HISTORY     - Date     Condition        Report By
 DJ1729  HISTORY     - UNK      MONUMENTED
 DJ1729  HISTORY     - 1984     GOOD             MSSU
 DJ1729
 DJ1729                          STATION DESCRIPTION
 DJ1729
 DJ1729'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1729'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE POINT POSITIONED WAS
 DJ1729'THE CENTER OF THE LARGER HOLE AT THE CENTER OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1730 ***********************************************************************
 DJ1730  DESIGNATION -  D 59
 DJ1730  PID         -  DJ1730
 DJ1730  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1730  USGS QUAD   -  ARTESIA (1987)
 DJ1730
 DJ1730                         *CURRENT SURVEY CONTROL
 DJ1730  ___________________________________________________________________
 DJ1730* NAD 83(1993)-  33 28 38.20939(N)    088 43 34.51158(W)     ADJUSTED  
 DJ1730* NAVD 88     -        82.88   (+/-2cm)     271.9    (feet)  VERTCON   
 DJ1730  ___________________________________________________________________
 DJ1730  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DJ1730  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ1730  HORZ ORDER  -  SECOND
 DJ1730  VERT ORDER  -  THIRD ? (See Below)
 DJ1730
 DJ1730.The horizontal coordinates were established by classical geodetic methods
 DJ1730.and adjusted by the National Geodetic Survey in May 1994.
 DJ1730
 DJ1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1730.The vertical order pertains to the NGVD 29 superseded value.
 DJ1730
 DJ1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1730
 DJ1730.The geoid height was determined by GEOID03.
 DJ1730
 DJ1730;                    North         East     Units Scale Factor Converg.
 DJ1730;SPC MS E     -   440,976.401   309,952.260   MT  0.99995122   +0 03 32.6
 DJ1730;SPC MS E     - 1,446,770.08  1,016,901.71   sFT  0.99995122   +0 03 32.6
 DJ1730;UTM  16      - 3,705,533.389   339,604.872   MT  0.99991718   -0 57 08.7
 DJ1730
 DJ1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1730!SPC MS E     -   0.99999142  x   0.99995122  =   0.99994264
 DJ1730!UTM  16      -   0.99999142  x   0.99991718  =   0.99990860
 DJ1730
 DJ1730|---------------------------------------------------------------------|
 DJ1730| PID    Reference Object                     Distance      Geod. Az  |
 DJ1730|                                                           dddmmss.s |
 DJ1730| DJ0832 82 V 209                             21.903 METERS 04956     |
 DJ1730| DJ1655 8405                                APPROX. 0.8 KM 2682907.7 |
 DJ1730| DJ1756 WKOR MAST                           APPROX. 1.7 KM 2751844.9 |
 DJ1730|---------------------------------------------------------------------|
 DJ1730
 DJ1730                          SUPERSEDED SURVEY CONTROL
 DJ1730
 DJ1730  NAD 83(1993)-  33 28 38.21839(N)    088 43 34.50993(W) AD(       ) 2
 DJ1730  NAD 83(1986)-  33 28 38.21921(N)    088 43 34.50953(W) AD(       ) 2
 DJ1730  NGVD 29 (01/23/89)   82.84   (m)          271.8    (f) LEVELING    3  
 DJ1730
 DJ1730.Superseded values are not recommended for survey control.
 DJ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1730.See file dsdata.txt to determine how the superseded data were derived.
 DJ1730
 DJ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3960505533(NAD 83)
 DJ1730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1730_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1730
 DJ1730  HISTORY     - Date     Condition        Report By
 DJ1730  HISTORY     - UNK      MONUMENTED
 DJ1730  HISTORY     - 1984     GOOD             MSSU
 DJ1730
 DJ1730                          STATION DESCRIPTION
 DJ1730
 DJ1730'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1730'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0117 ***********************************************************************
 EG0117  DESIGNATION -  D 6
 EG0117  PID         -  EG0117
 EG0117  STATE/COUNTY-  MS/TISHOMINGO
 EG0117  USGS QUAD   -  BELMONT (1984)
 EG0117
 EG0117                         *CURRENT SURVEY CONTROL
 EG0117  ___________________________________________________________________
 EG0117* NAD 83(1986)-  34 34 09.     (N)    088 13 33.     (W)     SCALED    
 EG0117* NAVD 88     -       176.215  (meters)     578.13   (feet)  ADJUSTED  
 EG0117  ___________________________________________________________________
 EG0117  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG0117  DYNAMIC HT  -         176.044 (meters)     577.57  (feet)  COMP
 EG0117  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EG0117
 EG0117  VERT ORDER  -  SECOND    CLASS 0
 EG0117
 EG0117.The horizontal coordinates were scaled from a topographic map and have
 EG0117.an estimated accuracy of +/- 6 seconds.
 EG0117
 EG0117.The orthometric height was determined by differential leveling
 EG0117.and adjusted in June 1991.
 EG0117
 EG0117.The geoid height was determined by GEOID03.
 EG0117
 EG0117.The dynamic height is computed by dividing the NAVD 88
 EG0117.geopotential number by the normal gravity value computed on the
 EG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0117.degrees latitude (g = 980.6199 gals.).
 EG0117
 EG0117.The modeled gravity was interpolated from observed gravity values.
 EG0117
 EG0117;                    North         East    Units  Estimated Accuracy
 EG0117;SPC MS E     -   562,250.      355,740.      MT  (+/- 180 meters Scaled)
 EG0117
 EG0117                          SUPERSEDED SURVEY CONTROL
 EG0117
 EG0117  NGVD 29 (??/??/92)  176.186  (m)          578.04   (f) ADJ UNCH    2 0
 EG0117
 EG0117.Superseded values are not recommended for survey control.
 EG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0117.See file dsdata.txt to determine how the superseded data were derived.
 EG0117
 EG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD875259(NAD 83)
 EG0117_MARKER: DB = BENCH MARK DISK
 EG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0117_STAMPING: D 6 1934
 EG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0117+STABILITY: SURFACE MOTION
 EG0117
 EG0117  HISTORY     - Date     Condition        Report By
 EG0117  HISTORY     - 1934     MONUMENTED       CGS
 EG0117  HISTORY     - 1977     GOOD             MSHD
 EG0117  HISTORY     - 1979     GOOD             MSHD
 EG0117
 EG0117                          STATION DESCRIPTION
 EG0117
 EG0117'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0117'0.8 MI N FROM TISHOMINGO.
 EG0117'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 4 AT THE VILLAGE
 EG0117'OF DENNIS, GO NORTH ON HIGHWAY 25 FOR 0.8 MILE TO A GRAVEL ROAD ON THE
 EG0117'LEFT, TURN LEFT AND GO 0.1 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT
 EG0117'ON DRIVEWAY AND GO ABOUT 0.15 MILE TO A RAILROAD AND THE MARK ON THE
 EG0117'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 EG0117'POST.  IT IS 39.8 FEET EAST OF THE CENTERLINE OF THE TRACK, 20.5 FEET
 EG0117'SOUTH OF THE CENTER OF THE DIRT ROAD, 12 FEET NORTH OF A TELEPHONE
 EG0117'POLE, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 EG0117'THE TRACK AND PROJECTS 2 INCHES.
 EG0117
 EG0117                          STATION RECOVERY (1979)
 EG0117
 EG0117'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0838 ***********************************************************************
 BW0838  DESIGNATION -  D 61
 BW0838  PID         -  BW0838
 BW0838  STATE/COUNTY-  MS/JEFFERSON
 BW0838  USGS QUAD   -  ROXIE (1988)
 BW0838
 BW0838                         *CURRENT SURVEY CONTROL
 BW0838  ___________________________________________________________________
 BW0838* NAD 83(1986)-  31 36 55.     (N)    091 02 59.     (W)     SCALED    
 BW0838* NAVD 88     -       115.45   (+/-2cm)     378.8    (feet)  VERTCON   
 BW0838  ___________________________________________________________________
 BW0838  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BW0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0838
 BW0838.The horizontal coordinates were scaled from a topographic map and have
 BW0838.an estimated accuracy of +/- 6 seconds.
 BW0838
 BW0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0838.The vertical order pertains to the NGVD 29 superseded value.
 BW0838
 BW0838.The geoid height was determined by GEOID03.
 BW0838
 BW0838;                    North         East    Units  Estimated Accuracy
 BW0838;SPC MS W     -   234,720.      632,030.      MT  (+/- 180 meters Scaled)
 BW0838
 BW0838                          SUPERSEDED SURVEY CONTROL
 BW0838
 BW0838  NGVD 29 (??/??/92)  115.451  (m)          378.78   (f) ADJ UNCH    2 0
 BW0838
 BW0838.Superseded values are not recommended for survey control.
 BW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0838.See file dsdata.txt to determine how the superseded data were derived.
 BW0838
 BW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ849994(NAD 83)
 BW0838_MARKER: DB = BENCH MARK DISK
 BW0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0838_STAMPING: 378.775 D 61 1935
 BW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0838+STABILITY: SURFACE MOTION
 BW0838
 BW0838  HISTORY     - Date     Condition        Report By
 BW0838  HISTORY     - 1935     MONUMENTED       CGS
 BW0838  HISTORY     - 1970     GOOD             MSHD
 BW0838
 BW0838                          STATION DESCRIPTION
 BW0838
 BW0838'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0838'6.7 MI S FROM FAYETTE.
 BW0838'THE MARK IS LOCATED 6.7 MILES SOUTH OF FAYETTE ON THE WEST
 BW0838'RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD TRACK, 7.6 MILES SOUTH
 BW0838'SOUTHWEST OF HARRISTON.  (NOTE) THE PRIVATE ROAD CROSSING MENTIONED IN
 BW0838'THE PREVIOUS DESCRIPTION NO LONGER EXISTS.  IT IS 480 FEET NORTH OF
 BW0838'MILEPOST 278, 51 FEET WEST OF THE WEST RAIL, 42 FEET NORTHWEST OF THE
 BW0838'SECOND POLE NORTH OF A BRIDGE, 6 FEET NORTH OF THE CENTER OF A TRACK
 BW0838'ROAD, 49 PACES NORTHWEST OF THE NORTHWEST END OF A BRIDGE, 1 FOOT
 BW0838'NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE
 BW0838'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 4
 BW0838'INCHES.  NOTE-- TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE AT THE
 BW0838'JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 61 IN FAYETTE GO SOUTH
 BW0838'ON U.S. HIGHWAY 61 FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY 33.
 BW0838'TURN LEFT (SOUTH) AND CONTINUE ON STATE HIGHWAY 33 FOR 4.45 MILES TO A
 BW0838'CROSSROADS.  TURN LEFT (SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR
 BW0838'0.8 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK JUST
 BW0838'BEYOND A CROSSROADS IN THE SETTLEMENT OF MCNAIR. THENCE SOUTH ALONG
 BW0838'THE ILLINOIS CENTRAL RAILROAD TRACK FOR 1.65 MILES TO THE MARK ON THE
 BW0838'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1731 ***********************************************************************
 DJ1731  DESIGNATION -  D 63
 DJ1731  PID         -  DJ1731
 DJ1731  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1731  USGS QUAD   -  ARTESIA (1987)
 DJ1731
 DJ1731                         *CURRENT SURVEY CONTROL
 DJ1731  ___________________________________________________________________
 DJ1731* NAD 83(1993)-  33 29 23.10547(N)    088 44 30.13706(W)     ADJUSTED  
 DJ1731* NAVD 88     -        89.70   (+/-2cm)     294.3    (feet)  VERTCON   
 DJ1731  ___________________________________________________________________
 DJ1731  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DJ1731  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ1731  HORZ ORDER  -  SECOND
 DJ1731  VERT ORDER  -  THIRD ? (See Below)
 DJ1731
 DJ1731.The horizontal coordinates were established by classical geodetic methods
 DJ1731.and adjusted by the National Geodetic Survey in May 1994.
 DJ1731
 DJ1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1731.The vertical order pertains to the NGVD 29 superseded value.
 DJ1731
 DJ1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1731
 DJ1731.The geoid height was determined by GEOID03.
 DJ1731
 DJ1731;                    North         East     Units Scale Factor Converg.
 DJ1731;SPC MS E     -   442,358.171   308,514.941   MT  0.99995089   +0 03 02.0
 DJ1731;SPC MS E     - 1,451,303.43  1,012,186.10   sFT  0.99995089   +0 03 02.0
 DJ1731;UTM  16      - 3,706,940.277   338,192.217   MT  0.99992279   -0 57 40.5
 DJ1731
 DJ1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1731!SPC MS E     -   0.99999034  x   0.99995089  =   0.99994123
 DJ1731!UTM  16      -   0.99999034  x   0.99992279  =   0.99991313
 DJ1731
 DJ1731|---------------------------------------------------------------------|
 DJ1731| PID    Reference Object                     Distance      Geod. Az  |
 DJ1731|                                                           dddmmss.s |
 DJ1731| DJ1732 D 64                                318.024 METERS 00119     |
 DJ1731| DJ1664 8414                                APPROX. 0.6 KM 1784110.5 |
 DJ1731| DJ1748 STARKVILLE CV MAST                  APPROX. 5.3 KM 2130324.1 |
 DJ1731|---------------------------------------------------------------------|
 DJ1731
 DJ1731                          SUPERSEDED SURVEY CONTROL
 DJ1731
 DJ1731  NAD 83(1993)-  33 29 23.11459(N)    088 44 30.13526(W) AD(       ) 2
 DJ1731  NAD 83(1986)-  33 29 23.11527(N)    088 44 30.13498(W) AD(       ) 2
 DJ1731  NGVD 29 (01/23/89)   89.67   (m)          294.2    (f) LEVELING    3  
 DJ1731
 DJ1731.Superseded values are not recommended for survey control.
 DJ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1731.See file dsdata.txt to determine how the superseded data were derived.
 DJ1731
 DJ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3819206940(NAD 83)
 DJ1731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1731_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1731
 DJ1731  HISTORY     - Date     Condition        Report By
 DJ1731  HISTORY     - UNK      MONUMENTED
 DJ1731  HISTORY     - 1984     GOOD             MSSU
 DJ1731
 DJ1731                          STATION DESCRIPTION
 DJ1731
 DJ1731'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1731'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1732 ***********************************************************************
 DJ1732  DESIGNATION -  D 64
 DJ1732  PID         -  DJ1732
 DJ1732  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1732  USGS QUAD   -  ARTESIA (1987)
 DJ1732
 DJ1732                         *CURRENT SURVEY CONTROL
 DJ1732  ___________________________________________________________________
 DJ1732* NAD 83(1993)-  33 29 33.42512(N)    088 44 29.85540(W)     ADJUSTED  
 DJ1732* NAVD 88     -        90.21   (+/-2cm)     296.0    (feet)  VERTCON   
 DJ1732  ___________________________________________________________________
 DJ1732  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DJ1732  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DJ1732  HORZ ORDER  -  SECOND
 DJ1732  VERT ORDER  -  THIRD ? (See Below)
 DJ1732
 DJ1732.The horizontal coordinates were established by classical geodetic methods
 DJ1732.and adjusted by the National Geodetic Survey in May 1994.
 DJ1732
 DJ1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1732.The vertical order pertains to the NGVD 29 superseded value.
 DJ1732
 DJ1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1732
 DJ1732.The geoid height was determined by GEOID03.
 DJ1732
 DJ1732;                    North         East     Units Scale Factor Converg.
 DJ1732;SPC MS E     -   442,676.102   308,521.931   MT  0.99995090   +0 03 02.2
 DJ1732;SPC MS E     - 1,452,346.51  1,012,209.04   sFT  0.99995090   +0 03 02.2
 DJ1732;UTM  16      - 3,707,258.026   338,204.820   MT  0.99992274   -0 57 40.6
 DJ1732
 DJ1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1732!SPC MS E     -   0.99999026  x   0.99995090  =   0.99994116
 DJ1732!UTM  16      -   0.99999026  x   0.99992274  =   0.99991300
 DJ1732
 DJ1732                          SUPERSEDED SURVEY CONTROL
 DJ1732
 DJ1732  NAD 83(1993)-  33 29 33.43424(N)    088 44 29.85354(W) AD(       ) 2
 DJ1732  NAD 83(1986)-  33 29 33.43492(N)    088 44 29.85326(W) AD(       ) 2
 DJ1732  NGVD 29 (01/23/89)   90.18   (m)          295.9    (f) LEVELING    3  
 DJ1732
 DJ1732.Superseded values are not recommended for survey control.
 DJ1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1732.See file dsdata.txt to determine how the superseded data were derived.
 DJ1732
 DJ1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3820507258(NAD 83)
 DJ1732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ1732_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1732
 DJ1732  HISTORY     - Date     Condition        Report By
 DJ1732  HISTORY     - UNK      MONUMENTED
 DJ1732  HISTORY     - 1984     GOOD             MSSU
 DJ1732
 DJ1732                          STATION DESCRIPTION
 DJ1732
 DJ1732'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1984 (RB)
 DJ1732'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0174 ***********************************************************************
 EG0174  DESIGNATION -  D 67
 EG0174  PID         -  EG0174
 EG0174  STATE/COUNTY-  MS/ITAWAMBA
 EG0174  USGS QUAD   -  FULTON NE (1992)
 EG0174
 EG0174                         *CURRENT SURVEY CONTROL
 EG0174  ___________________________________________________________________
 EG0174* NAD 83(1986)-  34 26 46.     (N)    088 15 18.     (W)     SCALED    
 EG0174* NAVD 88     -       154.457  (meters)     506.75   (feet)  ADJUSTED  
 EG0174  ___________________________________________________________________
 EG0174  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0174  DYNAMIC HT  -         154.304 (meters)     506.25  (feet)  COMP
 EG0174  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 EG0174
 EG0174  VERT ORDER  -  SECOND    CLASS 0
 EG0174
 EG0174.The horizontal coordinates were scaled from a topographic map and have
 EG0174.an estimated accuracy of +/- 6 seconds.
 EG0174
 EG0174.The orthometric height was determined by differential leveling
 EG0174.and adjusted in June 1991.
 EG0174
 EG0174.The geoid height was determined by GEOID03.
 EG0174
 EG0174.The dynamic height is computed by dividing the NAVD 88
 EG0174.geopotential number by the normal gravity value computed on the
 EG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0174.degrees latitude (g = 980.6199 gals.).
 EG0174
 EG0174.The modeled gravity was interpolated from observed gravity values.
 EG0174
 EG0174;                    North         East    Units  Estimated Accuracy
 EG0174;SPC MS E     -   548,580.      353,150.      MT  (+/- 180 meters Scaled)
 EG0174
 EG0174                          SUPERSEDED SURVEY CONTROL
 EG0174
 EG0174  NGVD 29 (??/??/92)  154.404  (m)          506.57   (f) ADJ UNCH    2 0
 EG0174
 EG0174.Superseded values are not recommended for survey control.
 EG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0174.See file dsdata.txt to determine how the superseded data were derived.
 EG0174
 EG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD847123(NAD 83)
 EG0174_MARKER: DB = BENCH MARK DISK
 EG0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0174_STAMPING: D 67 1934
 EG0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0174+STABILITY: SURFACE MOTION
 EG0174
 EG0174  HISTORY     - Date     Condition        Report By
 EG0174  HISTORY     - 1934     MONUMENTED       CGS
 EG0174  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0174  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0174  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0174
 EG0174                          STATION DESCRIPTION
 EG0174
 EG0174'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0174'6.2 MI S FROM GOLDEN.
 EG0174'THE MARK IS IN ITAWAMBA COUNTY, 6.2 MILES SOUTH ALONG STATE HIGHWAY 25
 EG0174'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT GOLDEN, TISHOMINGO
 EG0174'COUNTY, 600 FEET SOUTH OF A HOUSE, 500 FEET NORTH OF ANOTHER HOUSE, 21
 EG0174'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A
 EG0174'HIGHWAY MARKER.  A STANDARD DISK IS STAMPED D 67 1934 AND SET IN THE
 EG0174'TOP OF A CONCRETE POST.
 EG0174
 EG0174                          STATION RECOVERY (1964)
 EG0174
 EG0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0174'MARK NOT FOUND.
 EG0174
 EG0174                          STATION RECOVERY (1979)
 EG0174
 EG0174'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0183 ***********************************************************************
 DJ0183  DESIGNATION -  D 68
 DJ0183  PID         -  DJ0183
 DJ0183  STATE/COUNTY-  MS/MONROE
 DJ0183  USGS QUAD   -  AMORY (1992)
 DJ0183
 DJ0183                         *CURRENT SURVEY CONTROL
 DJ0183  ___________________________________________________________________
 DJ0183* NAD 83(1986)-  33 58 27.     (N)    088 28 57.     (W)     SCALED    
 DJ0183* NAVD 88     -        75.109  (meters)     246.42   (feet)  ADJUSTED  
 DJ0183  ___________________________________________________________________
 DJ0183  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0183  DYNAMIC HT  -          75.033 (meters)     246.17  (feet)  COMP
 DJ0183  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 DJ0183
 DJ0183  VERT ORDER  -  SECOND    CLASS 0
 DJ0183
 DJ0183.The horizontal coordinates were scaled from a topographic map and have
 DJ0183.an estimated accuracy of +/- 6 seconds.
 DJ0183
 DJ0183.The orthometric height was determined by differential leveling
 DJ0183.and adjusted in June 1991.
 DJ0183
 DJ0183.The geoid height was determined by GEOID03.
 DJ0183
 DJ0183.The dynamic height is computed by dividing the NAVD 88
 DJ0183.geopotential number by the normal gravity value computed on the
 DJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0183.degrees latitude (g = 980.6199 gals.).
 DJ0183
 DJ0183.The modeled gravity was interpolated from observed gravity values.
 DJ0183
 DJ0183;                    North         East    Units  Estimated Accuracy
 DJ0183;SPC MS E     -   496,140.      332,420.      MT  (+/- 180 meters Scaled)
 DJ0183
 DJ0183                          SUPERSEDED SURVEY CONTROL
 DJ0183
 DJ0183  NGVD 29 (??/??/92)   75.051  (m)          246.23   (f) ADJ UNCH    2 0
 DJ0183
 DJ0183.Superseded values are not recommended for survey control.
 DJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0183.See file dsdata.txt to determine how the superseded data were derived.
 DJ0183
 DJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC630602(NAD 83)
 DJ0183_MARKER: DB = BENCH MARK DISK
 DJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0183_STAMPING: D 68 1934
 DJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0183+STABILITY: SURFACE MOTION
 DJ0183
 DJ0183  HISTORY     - Date     Condition        Report By
 DJ0183  HISTORY     - 1934     MONUMENTED       CGS
 DJ0183  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0183
 DJ0183                          STATION DESCRIPTION
 DJ0183
 DJ0183'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0183'0.8 MI SE FROM AMORY.
 DJ0183'0.8 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0183'STATION AT AMORY, MONROE COUNTY, 98 FEET SOUTH OF MILEPOST 612, AT A
 DJ0183'DIM ROAD CROSSING, 33 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DJ0183'SOUTHWEST TRACK, 12 FEET SOUTH OF THE CENTERLINE OF THE STREET, 6 FEET
 DJ0183'SOUTHEAST OF THE CROSSING-WARNING SIGN, 2 FEET NORTHEAST OF A WHITE
 DJ0183'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 DJ0183'A STANDARD DISK, STAMPED D 67 1934 AND SET IN THE TOP OF A CONCRETE
 DJ0183'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0307 ***********************************************************************
 DJ0307  DESIGNATION -  D 69
 DJ0307  PID         -  DJ0307
 DJ0307  STATE/COUNTY-  MS/LOWNDES
 DJ0307  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0307
 DJ0307                         *CURRENT SURVEY CONTROL
 DJ0307  ___________________________________________________________________
 DJ0307* NAD 83(1986)-  33 29 39.     (N)    088 26 00.     (W)     SCALED    
 DJ0307* NAVD 88     -        53.465  (meters)     175.41   (feet)  ADJUSTED  
 DJ0307  ___________________________________________________________________
 DJ0307  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0307  DYNAMIC HT  -          53.409 (meters)     175.23  (feet)  COMP
 DJ0307  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DJ0307
 DJ0307  VERT ORDER  -  SECOND    CLASS 0
 DJ0307
 DJ0307.The horizontal coordinates were scaled from a topographic map and have
 DJ0307.an estimated accuracy of +/- 6 seconds.
 DJ0307
 DJ0307.The orthometric height was determined by differential leveling
 DJ0307.and adjusted in June 1991.
 DJ0307
 DJ0307.The geoid height was determined by GEOID03.
 DJ0307
 DJ0307.The dynamic height is computed by dividing the NAVD 88
 DJ0307.geopotential number by the normal gravity value computed on the
 DJ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0307.degrees latitude (g = 980.6199 gals.).
 DJ0307
 DJ0307.The modeled gravity was interpolated from observed gravity values.
 DJ0307
 DJ0307;                    North         East    Units  Estimated Accuracy
 DJ0307;SPC MS E     -   442,920.      337,170.      MT  (+/- 180 meters Scaled)
 DJ0307
 DJ0307                          SUPERSEDED SURVEY CONTROL
 DJ0307
 DJ0307  NGVD 29 (??/??/92)   53.453  (m)          175.37   (f) ADJ UNCH    2 0
 DJ0307
 DJ0307.Superseded values are not recommended for survey control.
 DJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0307.See file dsdata.txt to determine how the superseded data were derived.
 DJ0307
 DJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC668069(NAD 83)
 DJ0307_MARKER: DB = BENCH MARK DISK
 DJ0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0307_SP_SET: GUARD RAILING
 DJ0307_STAMPING: D 69 1935
 DJ0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0307
 DJ0307  HISTORY     - Date     Condition        Report By
 DJ0307  HISTORY     - 1935     MONUMENTED       CGS
 DJ0307  HISTORY     - 1963     GOOD             MSHD
 DJ0307
 DJ0307                          STATION DESCRIPTION
 DJ0307
 DJ0307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0307'IN COLUMBUS.
 DJ0307'THE MARK IS LOCATED ON THE WEST SIDE OF COLUMBUS, AT A LARGE CONCRETE
 DJ0307'AND STEEL BRIDGE CROSSING THE TOMBIGBEE RIVER (HIGHWAYS 12, 45 AND
 DJ0307'82).  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF
 DJ0307'THE NORTHEAST END OF THE CONCRETE GUARD RAILING, 10 INCHES SOUTH OF
 DJ0307'THE NORTHEAST END.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0210 ***********************************************************************
 BW0210  DESIGNATION -  D 7
 BW0210  PID         -  BW0210
 BW0210  STATE/COUNTY-  MS/PIKE
 BW0210  USGS QUAD   -  OSYKA (1972)
 BW0210
 BW0210                         *CURRENT SURVEY CONTROL
 BW0210  ___________________________________________________________________
 BW0210* NAD 83(1986)-  31 03 34.     (N)    090 28 18.     (W)     SCALED    
 BW0210* NAVD 88     -        79.067  (meters)     259.41   (feet)  ADJUSTED  
 BW0210  ___________________________________________________________________
 BW0210  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BW0210  DYNAMIC HT  -          78.966 (meters)     259.07  (feet)  COMP
 BW0210  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 BW0210
 BW0210  VERT ORDER  -  FIRST     CLASS I
 BW0210
 BW0210.The horizontal coordinates were scaled from a topographic map and have
 BW0210.an estimated accuracy of +/- 6 seconds.
 BW0210
 BW0210.The orthometric height was determined by differential leveling
 BW0210.and adjusted in February 1994.
 BW0210
 BW0210.The geoid height was determined by GEOID03.
 BW0210
 BW0210.The dynamic height is computed by dividing the NAVD 88
 BW0210.geopotential number by the normal gravity value computed on the
 BW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0210.degrees latitude (g = 980.6199 gals.).
 BW0210
 BW0210.The modeled gravity was interpolated from observed gravity values.
 BW0210
 BW0210;                    North         East    Units  Estimated Accuracy
 BW0210;SPC MS W     -   172,880.      686,800.      MT  (+/- 180 meters Scaled)
 BW0210
 BW0210                          SUPERSEDED SURVEY CONTROL
 BW0210
 BW0210  NAVD 88 (06/15/91)   79.077  (m)          259.44   (f) UNKNOWN     1 1
 BW0210  NGVD 29 (??/??/??)   79.063  (m)          259.39   (f) ADJUSTED    1 1
 BW0210
 BW0210.Superseded values are not recommended for survey control.
 BW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0210.See file dsdata.txt to determine how the superseded data were derived.
 BW0210
 BW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ412389(NAD 83)
 BW0210_MARKER: DB = BENCH MARK DISK
 BW0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0210_SP_SET: CONCRETE POST
 BW0210_STAMPING: D 7 1934 259.530
 BW0210_MARK LOGO: CGS   
 BW0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0210+STABILITY: SURFACE MOTION
 BW0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0210+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 BW0210
 BW0210  HISTORY     - Date     Condition        Report By
 BW0210  HISTORY     - 1934     MONUMENTED       CGS
 BW0210  HISTORY     - 1969     GOOD             MSHD
 BW0210  HISTORY     - 19920712 GOOD             NGS
 BW0210
 BW0210                          STATION DESCRIPTION
 BW0210
 BW0210'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0210'IN CHATAWA.
 BW0210'THE MARK IS LOCATED APPROXIMATELY 100 YARDS SOUTH OF THE CROSSING OF
 BW0210'THE ILLINOIS CENTRAL RAILROAD TRACK WITH A BLACKTOP ROAD IN CHATAWA ON
 BW0210'THE EAST RIGHT-OF-WAY, 3.6 MILES NORTH OF OSYKA AND IS NEAR THE CENTER
 BW0210'OF THE SOUTH SIDE OF SECTION 23, T 1N, R 7E.  IT IS 282 FEET SOUTH OF
 BW0210'THE EXTENDED NORTH WALL OF THE POST OFFICE, 30.5 FEET EAST OF THE EAST
 BW0210'RAIL OF THE EAST TRACK, 60 FEET EAST NORTHEAST OF MILE POST 820, 3.5
 BW0210'FEET NORTH OF TELEPHONE LINE POLE NO. 13, 126 FEET EAST OF THE CENTER
 BW0210'OF A BLACKTOP ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE
 BW0210'TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF
 BW0210'THE TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE PIKE COUNTY
 BW0210'COURTHOUSE IN MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR
 BW0210'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN LEFT (SOUTH) AND
 BW0210'CONTINUE ON U.S. HIGHWAY 51 FOR 6.0 MILES TO A SIDE ROAD LEFT AND A
 BW0210'SIGN READING ST. MARY OF THE PINES.  TURN LEFT (EAST) AND CONTINUE ON
 BW0210'A BLACKTOP ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 BW0210
 BW0210                          STATION RECOVERY (1992)
 BW0210
 BW0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0210'14.6 KM (9.05 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0210'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, 110.0 M (360.9 FT)
 BW0210'SOUTH OF THE CENTER OF A PAVED ROAD, 17.5 M (57.4 FT) EAST OF MILEPOST
 BW0210'820, 13.4 M (44.0 FT) EAST OF THE NEAR RAIL, 1.0 M (3.3 FT) NORTH OF
 BW0210'A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 BW0210'(1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.03 M
 BW0210'(0.10 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1021 ***********************************************************************
 BW1021  DESIGNATION -  D 7
 BW1021  PID         -  BW1021
 BW1021  STATE/COUNTY-  MS/ADAMS
 BW1021  USGS QUAD   -  SIBLEY (1988)
 BW1021
 BW1021                         *CURRENT SURVEY CONTROL
 BW1021  ___________________________________________________________________
 BW1021* NAD 83(1986)-  31 26 50.     (N)    091 29 14.     (W)     SCALED    
 BW1021* NAVD 88     -        17.71   (+/-2cm)      58.1    (feet)  VERTCON   
 BW1021  ___________________________________________________________________
 BW1021  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BW1021  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1021
 BW1021.The horizontal coordinates were scaled from a topographic map and have
 BW1021.an estimated accuracy of +/- 6 seconds.
 BW1021
 BW1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1021.The vertical order pertains to the NGVD 29 superseded value.
 BW1021
 BW1021.The geoid height was determined by GEOID03.
 BW1021
 BW1021;                    North         East    Units  Estimated Accuracy
 BW1021;SPC MS W     -   216,440.      590,320.      MT  (+/- 180 meters Scaled)
 BW1021
 BW1021                          SUPERSEDED SURVEY CONTROL
 BW1021
 BW1021  NGVD 29 (??/??/92)   17.706  (m)           58.09   (f) ADJ UNCH    1 2
 BW1021
 BW1021.Superseded values are not recommended for survey control.
 BW1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1021.See file dsdata.txt to determine how the superseded data were derived.
 BW1021
 BW1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ437801(NAD 83)
 BW1021_MARKER: DD = SURVEY DISK
 BW1021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1021_STAMPING: D 7
 BW1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1021
 BW1021  HISTORY     - Date     Condition        Report By
 BW1021  HISTORY     - UNK      MONUMENTED       DOD
 BW1021  HISTORY     - 1938     GOOD             NGS
 BW1021
 BW1021                          STATION DESCRIPTION
 BW1021
 BW1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1021'9.25 MI SW FROM NATCHEZ.
 BW1021'9-1/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW1021'MISSISSIPPI RIVER, 216 YARDS SOUTH OF A POINT 130 YARDS EAST OF P. I.
 BW1021'200 (VICKERYS CONTROL), 200 YARDS SOUTH OF A POINT 130 YARDS EAST OF
 BW1021'RANGE 717.6, 12 FEET WEST OF A BLAZED 12-INCH TREE, 9 FEET SOUTHWEST
 BW1021'OF A BLAZED 15-INCH TREE, AND 7 FEET WEST OF THE CENTERLINE OF A WOODS
 BW1021'ROAD.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP, STAMPED D 7 AND
 BW1021'RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE
 BW1021'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0691 ***********************************************************************
 DJ0691  DESIGNATION -  D 70
 DJ0691  PID         -  DJ0691
 DJ0691  STATE/COUNTY-  MS/LOWNDES
 DJ0691  USGS QUAD   -  ARTESIA (1987)
 DJ0691
 DJ0691                         *CURRENT SURVEY CONTROL
 DJ0691  ___________________________________________________________________
 DJ0691* NAD 83(1986)-  33 29 52.     (N)    088 37 58.     (W)     SCALED    
 DJ0691* NAVD 88     -        61.399  (meters)     201.44   (feet)  ADJUSTED  
 DJ0691  ___________________________________________________________________
 DJ0691  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ0691  DYNAMIC HT  -          61.333 (meters)     201.22  (feet)  COMP
 DJ0691  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DJ0691
 DJ0691  VERT ORDER  -  FIRST     CLASS II
 DJ0691
 DJ0691.The horizontal coordinates were scaled from a topographic map and have
 DJ0691.an estimated accuracy of +/- 6 seconds.
 DJ0691
 DJ0691.The orthometric height was determined by differential leveling
 DJ0691.and adjusted in June 1991.
 DJ0691
 DJ0691.The geoid height was determined by GEOID03.
 DJ0691
 DJ0691.The dynamic height is computed by dividing the NAVD 88
 DJ0691.geopotential number by the normal gravity value computed on the
 DJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0691.degrees latitude (g = 980.6199 gals.).
 DJ0691
 DJ0691.The modeled gravity was interpolated from observed gravity values.
 DJ0691
 DJ0691;                    North         East    Units  Estimated Accuracy
 DJ0691;SPC MS E     -   443,260.      318,640.      MT  (+/- 180 meters Scaled)
 DJ0691
 DJ0691                          SUPERSEDED SURVEY CONTROL
 DJ0691
 DJ0691  NGVD 29 (??/??/92)   61.351  (m)          201.28   (f) ADJ UNCH    1 2
 DJ0691
 DJ0691.Superseded values are not recommended for survey control.
 DJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0691.See file dsdata.txt to determine how the superseded data were derived.
 DJ0691
 DJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC483076(NAD 83)
 DJ0691_MARKER: DB = BENCH MARK DISK
 DJ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0691_STAMPING: D 70 1935
 DJ0691_MARK LOGO: CGS   
 DJ0691_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0691+STABILITY: SURFACE MOTION
 DJ0691
 DJ0691  HISTORY     - Date     Condition        Report By
 DJ0691  HISTORY     - 1935     MONUMENTED       CGS
 DJ0691  HISTORY     - 1963     GOOD             MSHD
 DJ0691  HISTORY     - 1983     GOOD             NGS
 DJ0691
 DJ0691                          STATION DESCRIPTION
 DJ0691
 DJ0691'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0691'0.9 MI N FROM MAYHEW.
 DJ0691'TO REACH FROM THE RAILROAD STATION IN MAYHEW, GO NORTH ON GRAVEL ROAD
 DJ0691'FOR 0.9 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 DJ0691'TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 0.1 MILE SOUTH OF A
 DJ0691'STATION-ONE-MILE SIGN, 27 FEET EAST OF THE CENTER OF THE TRACK, 30
 DJ0691'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 15 FEET NORTH OF MILEPOST
 DJ0691'22, ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS 8 INCHES.  A METAL
 DJ0691'WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 DJ0691
 DJ0691                          STATION RECOVERY (1983)
 DJ0691
 DJ0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0691'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM
 DJ0691'(1.45 MI) EAST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ0691'HIGHWAY 45 ALTERNATE IN MAYHEW, WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE
 DJ0691'NEW U.S. HIGHWAY 82 OVERPASS, THENCE 2.1 KM (1.35 MI) NORTH ALONG A
 DJ0691'GRAVELED ROAD PARALLELING THE RAILROAD TRACKS, AT A GRAVELED ROAD
 DJ0691'LEADING EAST, ABOUT 54.8 METERS (180.0 FT) SOUTH-SOUTHWEST OF THE
 DJ0691'GRAVELED ROAD LEADING EAST, 7.4 METERS (24.5 FT) EAST OF THE EAST
 DJ0691'RAIL, 9.1 METERS (30.0 FT) WEST OF THE CENTER OF THE GRAVELED ROAD,
 DJ0691'AND 4.5 METERS (15.0 FT) NORTH-NORTHEAST OF RAILROAD MILEPOST 225.
 DJ0691'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 DJ0691'THE MARK IS 0.65 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0671 ***********************************************************************
 CO0671  DESIGNATION -  D 72
 CO0671  PID         -  CO0671
 CO0671  STATE/COUNTY-  MS/KEMPER
 CO0671  USGS QUAD   -  TOWNSEND (1982)
 CO0671
 CO0671                         *CURRENT SURVEY CONTROL
 CO0671  ___________________________________________________________________
 CO0671* NAD 83(1986)-  32 45 22.     (N)    088 33 21.     (W)     SCALED    
 CO0671* NAVD 88     -        73.912  (meters)     242.49   (feet)  ADJUSTED  
 CO0671  ___________________________________________________________________
 CO0671  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO0671  DYNAMIC HT  -          73.828 (meters)     242.22  (feet)  COMP
 CO0671  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 CO0671
 CO0671  VERT ORDER  -  SECOND    CLASS 0
 CO0671
 CO0671.The horizontal coordinates were scaled from a topographic map and have
 CO0671.an estimated accuracy of +/- 6 seconds.
 CO0671
 CO0671.The orthometric height was determined by differential leveling
 CO0671.and adjusted in June 1991.
 CO0671
 CO0671.The geoid height was determined by GEOID03.
 CO0671
 CO0671.The dynamic height is computed by dividing the NAVD 88
 CO0671.geopotential number by the normal gravity value computed on the
 CO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0671.degrees latitude (g = 980.6199 gals.).
 CO0671
 CO0671.The modeled gravity was interpolated from observed gravity values.
 CO0671
 CO0671;                    North         East    Units  Estimated Accuracy
 CO0671;SPC MS E     -   361,030.      326,000.      MT  (+/- 180 meters Scaled)
 CO0671
 CO0671                          SUPERSEDED SURVEY CONTROL
 CO0671
 CO0671  NGVD 29 (??/??/92)   73.888  (m)          242.41   (f) ADJ UNCH    2 0
 CO0671
 CO0671.Superseded values are not recommended for survey control.
 CO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0671.See file dsdata.txt to determine how the superseded data were derived.
 CO0671
 CO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB542253(NAD 83)
 CO0671_MARKER: DB = BENCH MARK DISK
 CO0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0671_STAMPING: D 72 1935
 CO0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0671+STABILITY: SURFACE MOTION
 CO0671
 CO0671  HISTORY     - Date     Condition        Report By
 CO0671  HISTORY     - 1935     MONUMENTED       CGS
 CO0671  HISTORY     - 1961     GOOD             NGS
 CO0671
 CO0671                          STATION DESCRIPTION
 CO0671
 CO0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0671'6.2 MI E FROM DE KALB.
 CO0671'6.2 MILES EAST ALONG THE DE KALB AND WESTERN RAILROAD FROM THE STATION
 CO0671'AT DE KALB, KEMPER COUNTY, 0.2 MILE SOUTH OF THE STATION AT TOWNSEND,
 CO0671'30 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 25 FEET EAST OF THE
 CO0671'CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A FENCE CORNER. A STANDARD
 CO0671'DISK, STAMPED D 72 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CO0671'6.2 MILES EAST ALONG THE OLD RAILROAD RIGHT-OF-WAY FROM DE KALB TO
 CO0671'ELECTRIC MILLS, KEMPER COUNTY.  BENCH MARK IS 55 FEET SOUTH OF ROAD
 CO0671'AND 660 FEET EAST OF A FENCE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0084 ***********************************************************************
 BW0084  DESIGNATION -  D 8
 BW0084  PID         -  BW0084
 BW0084  STATE/COUNTY-  MS/LINCOLN
 BW0084  USGS QUAD   -  BROOKHAVEN (1972)
 BW0084
 BW0084                         *CURRENT SURVEY CONTROL
 BW0084  ___________________________________________________________________
 BW0084* NAD 83(1986)-  31 32 04.     (N)    090 27 29.     (W)     SCALED    
 BW0084* NAVD 88     -       125.145  (meters)     410.58   (feet)  ADJUSTED  
 BW0084  ___________________________________________________________________
 BW0084  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0084  DYNAMIC HT  -         124.992 (meters)     410.08  (feet)  COMP
 BW0084  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 BW0084
 BW0084  VERT ORDER  -  FIRST     CLASS I
 BW0084
 BW0084.The horizontal coordinates were scaled from a topographic map and have
 BW0084.an estimated accuracy of +/- 6 seconds.
 BW0084
 BW0084.The orthometric height was determined by differential leveling
 BW0084.and adjusted in June 1991.
 BW0084
 BW0084.The geoid height was determined by GEOID03.
 BW0084
 BW0084.The dynamic height is computed by dividing the NAVD 88
 BW0084.geopotential number by the normal gravity value computed on the
 BW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0084.degrees latitude (g = 980.6199 gals.).
 BW0084
 BW0084.The modeled gravity was interpolated from observed gravity values.
 BW0084
 BW0084;                    North         East    Units  Estimated Accuracy
 BW0084;SPC MS W     -   225,540.      688,160.      MT  (+/- 180 meters Scaled)
 BW0084
 BW0084                          SUPERSEDED SURVEY CONTROL
 BW0084
 BW0084  NGVD 29 (??/??/??)  125.140  (m)          410.56   (f) ADJUSTED    1 1
 BW0084
 BW0084.Superseded values are not recommended for survey control.
 BW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0084.See file dsdata.txt to determine how the superseded data were derived.
 BW0084
 BW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ413916(NAD 83)
 BW0084_MARKER: DB = BENCH MARK DISK
 BW0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0084_STAMPING: D 8 1934 410.629
 BW0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0084+STABILITY: SURFACE MOTION
 BW0084
 BW0084  HISTORY     - Date     Condition        Report By
 BW0084  HISTORY     - 1934     MONUMENTED       CGS
 BW0084  HISTORY     - 1969     GOOD             NGS
 BW0084  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0084  HISTORY     - 20040409 MARK NOT FOUND   INDIV
 BW0084
 BW0084                          STATION DESCRIPTION
 BW0084
 BW0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0084'3.2 MI S FROM BROOKHAVEN.
 BW0084'ABOUT 3.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0084'STATION AT BROOKHAVEN, 0.3 MILE SOUTH OF AN ABANDONED PUMPING STATION,
 BW0084'0.25 MILE SOUTH OF MILEPOST 786, AT AN OLD ROAD CROSSING, 254 FEET
 BW0084'SOUTH OF THE SOUTH END OF A WOODEN TRESTLE, 34 FEET NORTH OF THE 3RD
 BW0084'TELEPHONE POLE SOUTH OF THE TRESTLE, 33 FEET EAST OF THE EAST RAIL OF
 BW0084'THE EAST TRACK, 14 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE, 12
 BW0084'FEET NORTH OF A TRAIL, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT
 BW0084'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BW0084'3 INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 36, T 7N, R 7E.
 BW0084
 BW0084                          STATION RECOVERY (1992)
 BW0084
 BW0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0084'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 BW0084
 BW0084                          STATION RECOVERY (2004)
 BW0084
 BW0084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JL)
 BW0084'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0407 ***********************************************************************
 BH0407  DESIGNATION -  D 81
 BH0407  PID         -  BH0407
 BH0407  STATE/COUNTY-  MS/HARRISON
 BH0407  USGS QUAD   -  BILOXI (1992)
 BH0407
 BH0407                         *CURRENT SURVEY CONTROL
 BH0407  ___________________________________________________________________
 BH0407* NAD 83(1986)-  30 29 26.     (N)    088 54 19.     (W)     SCALED    
 BH0407* NAVD 88     -         7.57   (+/-2cm)      24.8    (feet)  VERTCON   
 BH0407  ___________________________________________________________________
 BH0407  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0407
 BH0407.The horizontal coordinates were scaled from a topographic map and have
 BH0407.an estimated accuracy of +/- 6 seconds.
 BH0407
 BH0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0407.The vertical order pertains to the NGVD 29 superseded value.
 BH0407
 BH0407.The geoid height was determined by GEOID03.
 BH0407
 BH0407;                    North         East    Units  Estimated Accuracy
 BH0407;SPC MS E     -   109,800.      293,090.      MT  (+/- 180 meters Scaled)
 BH0407
 BH0407                          SUPERSEDED SURVEY CONTROL
 BH0407
 BH0407  NGVD 29 (??/??/??)    7.535  (m)           24.72   (f) ADJUSTED    2 0
 BH0407
 BH0407.Superseded values are not recommended for survey control.
 BH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0407.See file dsdata.txt to determine how the superseded data were derived.
 BH0407
 BH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU171746(NAD 83)
 BH0407_MARKER: DB = BENCH MARK DISK
 BH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0407_STAMPING: D-81 1935
 BH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0407+STABILITY: SURFACE MOTION
 BH0407
 BH0407  HISTORY     - Date     Condition        Report By
 BH0407  HISTORY     - 1935     MONUMENTED       CGS
 BH0407  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0407
 BH0407                          STATION DESCRIPTION
 BH0407
 BH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BH0407'6.8 MI N FROM BILOXI.
 BH0407'ALONG STATE HIGHWAY 57, 38 FEET EAST OF THE CENTER LINE OF THE
 BH0407'HIGHWAY, AND 1 FOOT WEST OF A PROPERTY LINE FENCE.
 BH0407
 BH0407                          STATION RECOVERY (1955)
 BH0407
 BH0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0169 ***********************************************************************
 BW0169  DESIGNATION -  D 9
 BW0169  PID         -  BW0169
 BW0169  STATE/COUNTY-  MS/COPIAH
 BW0169  USGS QUAD   -  GALLMAN (1963)
 BW0169
 BW0169                         *CURRENT SURVEY CONTROL
 BW0169  ___________________________________________________________________
 BW0169* NAD 83(1986)-  31 55 52.     (N)    090 23 20.     (W)     SCALED    
 BW0169* NAVD 88     -       141.052  (meters)     462.77   (feet)  ADJUSTED  
 BW0169  ___________________________________________________________________
 BW0169  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW0169  DYNAMIC HT  -         140.883 (meters)     462.21  (feet)  COMP
 BW0169  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 BW0169
 BW0169  VERT ORDER  -  FIRST     CLASS I
 BW0169
 BW0169.The horizontal coordinates were scaled from a topographic map and have
 BW0169.an estimated accuracy of +/- 6 seconds.
 BW0169
 BW0169.The orthometric height was determined by differential leveling
 BW0169.and adjusted in June 1991.
 BW0169
 BW0169.The geoid height was determined by GEOID03.
 BW0169
 BW0169.The dynamic height is computed by dividing the NAVD 88
 BW0169.geopotential number by the normal gravity value computed on the
 BW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0169.degrees latitude (g = 980.6199 gals.).
 BW0169
 BW0169.The modeled gravity was interpolated from observed gravity values.
 BW0169
 BW0169;                    North         East    Units  Estimated Accuracy
 BW0169;SPC MS W     -   269,510.      694,750.      MT  (+/- 180 meters Scaled)
 BW0169
 BW0169                          SUPERSEDED SURVEY CONTROL
 BW0169
 BW0169  NGVD 29 (??/??/??)  141.052  (m)          462.77   (f) ADJUSTED    1 1
 BW0169
 BW0169.Superseded values are not recommended for survey control.
 BW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0169.See file dsdata.txt to determine how the superseded data were derived.
 BW0169
 BW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR468357(NAD 83)
 BW0169_MARKER: DB = BENCH MARK DISK
 BW0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0169_STAMPING: D 9 1934 462.899
 BW0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0169+STABILITY: SURFACE MOTION
 BW0169
 BW0169  HISTORY     - Date     Condition        Report By
 BW0169  HISTORY     - 1934     MONUMENTED       CGS
 BW0169  HISTORY     - 1969     GOOD             NGS
 BW0169  HISTORY     - 19920610 MARK NOT FOUND   NGS
 BW0169
 BW0169                          STATION DESCRIPTION
 BW0169
 BW0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0169'4.25 MI S FROM CRYSTAL SPRINGS.
 BW0169'ABOUT 4.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0169'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, ABOUT 4.9 MILES NORTH
 BW0169'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT HAZLEHURST,
 BW0169'0.4 MILE NORTH OF MILEPOST 758, AT GALLMAN, 289 FEET SOUTH OF THE
 BW0169'CENTER LINE OF A BLACK TOPPED ROAD CROSSING AT GALLMAN, 20 FEET WEST
 BW0169'OF THE WEST RAIL OF THE WEST TRACK, 28 1/2 FEET SOUTH OF THE STATION
 BW0169'SIGN GALLMAN, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 BW0169'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 BW0169'THE LEVEL OF THE GROUND.  1/4, SEC 15, T 1N, R 2W.
 BW0169
 BW0169                          STATION RECOVERY (1992)
 BW0169
 BW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0169'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1768 ***********************************************************************
 BV1768  DESIGNATION -  D LO
 BV1768  PID         -  BV1768
 BV1768  STATE/COUNTY-  MS/SIMPSON
 BV1768  USGS QUAD   -  MENDENHALL WEST (1970)
 BV1768
 BV1768                         *CURRENT SURVEY CONTROL
 BV1768  ___________________________________________________________________
 BV1768* NAD 83(1993)-  31 59 39.45888(N)    089 54 17.04183(W)     ADJUSTED  
 BV1768* NAVD 88     -       102.320  (meters)     335.69   (feet)  ADJUSTED  
 BV1768  ___________________________________________________________________
 BV1768  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BV1768  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BV1768  DYNAMIC HT  -         102.199 (meters)     335.30  (feet)  COMP
 BV1768  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BV1768
 BV1768  HORZ ORDER  -  SECOND
 BV1768  VERT ORDER  -  SECOND    CLASS II
 BV1768
 BV1768.The horizontal coordinates were established by classical geodetic methods
 BV1768.and adjusted by the National Geodetic Survey in May 1994.
 BV1768
 BV1768.The orthometric height was determined by differential leveling
 BV1768.and adjusted in May 1996.
 BV1768
 BV1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1768
 BV1768.The geoid height was determined by GEOID03.
 BV1768
 BV1768.The dynamic height is computed by dividing the NAVD 88
 BV1768.geopotential number by the normal gravity value computed on the
 BV1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1768.degrees latitude (g = 980.6199 gals.).
 BV1768
 BV1768.The modeled gravity was interpolated from observed gravity values.
 BV1768
 BV1768;                    North         East     Units Scale Factor Converg.
 BV1768;SPC MS W     -   276,596.887   740,500.362   MT  0.99997022   +0 13 37.5
 BV1768;SPC MS W     -   907,468.29  2,429,458.27   sFT  0.99997022   +0 13 37.5
 BV1768;UTM  16      - 3,543,491.024   225,563.434   MT  1.00052894   -1 32 24.0
 BV1768
 BV1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1768!SPC MS W     -   0.99998805  x   0.99997022  =   0.99995827
 BV1768!UTM  16      -   0.99998805  x   1.00052894  =   1.00051698
 BV1768
 BV1768:                Primary Azimuth Mark                     Grid Az
 BV1768:SPC MS W     -  MENDENHALL MUNICIPAL TANK                132 00 06.8
 BV1768:UTM  16      -  MENDENHALL MUNICIPAL TANK                133 46 08.3
 BV1768
 BV1768|---------------------------------------------------------------------|
 BV1768| PID    Reference Object                     Distance      Geod. Az  |
 BV1768|                                                           dddmmss.s |
 BV1768| BV1746 MENDENHALL MUNICIPAL TANK           APPROX. 4.4 KM 1321344.3 |
 BV1768| BV2019 D LO RM 1                            11.430 METERS 20926     |
 BV1768| BV1770 D LO SCHOOL DISTRICT WATER TK       395.335 METERS 23253     |
 BV1768| BV2017 D LO AZ MK                                         2991026.2 |
 BV1768| BV2018 D LO RM 2                            13.328 METERS 30652     |
 BV1768|---------------------------------------------------------------------|
 BV1768
 BV1768                          SUPERSEDED SURVEY CONTROL
 BV1768
 BV1768  NAD 83(1986)-  31 59 39.47304(N)    089 54 17.03853(W) AD(       ) 2
 BV1768  NAD 27      -  31 59 38.91400(N)    089 54 16.75400(W) AD(       ) 2
 BV1768
 BV1768.Superseded values are not recommended for survey control.
 BV1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1768.See file dsdata.txt to determine how the superseded data were derived.
 BV1768
 BV1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2556343491(NAD 83)
 BV1768_MARKER: DS = TRIANGULATION STATION DISK
 BV1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1768_SP_SET: SQUARE CONCRETE MONUMENT
 BV1768_STAMPING: D LO 1945
 BV1768_MARK LOGO: CGS   
 BV1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1768+STABILITY: SURFACE MOTION
 BV1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1768+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 BV1768
 BV1768  HISTORY     - Date     Condition        Report By
 BV1768  HISTORY     - 1945     MONUMENTED       CGS
 BV1768  HISTORY     - 1945     GOOD             CGS
 BV1768  HISTORY     - 1955     GOOD             CGS
 BV1768  HISTORY     - 1958     GOOD             MSHD
 BV1768  HISTORY     - 1967     GOOD             MSHD
 BV1768  HISTORY     - 1970     GOOD             USGS
 BV1768  HISTORY     - 1971     GOOD             NGS
 BV1768  HISTORY     - 19901205 GOOD             MSHD
 BV1768  HISTORY     - 20020510 GOOD             CRAFT
 BV1768
 BV1768                          STATION DESCRIPTION
 BV1768
 BV1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BV1768'STATION IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 49, ABOUT 0.9 MILE
 BV1768'NNW OF DLO, 19 METERS WSW OF THE INTERSECTION OF U.S. HIGHWAY 49
 BV1768'AND A SIDE ROAD, AND 49 FEET SW OF THE CENTER LINE OF HIGHWAY 49.
 BV1768'
 BV1768'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST,
 BV1768'STAMPED DLO 1945, AND PROJECTS ABOUT 4 INCHES. UNDERGROUND MARK IS
 BV1768'A BRONZE STATION DISK SET IN CONCRETE.
 BV1768'
 BV1768'REFERENCE MARK 1 IS 37.50 FEET SSW OF THE STATION. IT IS A BRONZE
 BV1768'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED DLO NO 1 1945,
 BV1768'AND PROJECTS ABOUT 5 INCHES.
 BV1768'
 BV1768'REFERENCE MARK 2 IS 43.72 FEET NW OF THE STATION AND 47.5 FEET SW OF
 BV1768'THE CENTER LINE OF U.S. HIGHWAY 49. IT IS A BRONZE REFERENCE DISK
 BV1768'SET IN TOP OF A CONCRETE POST, STAMPED DLO NO 2 1945, AND PROJECTS
 BV1768'ABOUT 3 INCHES.
 BV1768'
 BV1768'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WNW OF THE STATION, 160 FEET
 BV1768'W OF THE PINEGROVE CHURCH, 49 FEET N OF THE CENTER LINE OF U.S.
 BV1768'HIGHWAY 49, 8.5 FEET W OF A CONCRETE RIGHT-OF-WAY MARKER, AND 3.3
 BV1768'FEET E OF A STANDARD REFERENCE POST. IT IS A BRONZE AZIMUTH DISK
 BV1768'SET IN TOP OF A CONCRETE POST, STAMPED DLO 1945, AND PROJECTS ABOUT
 BV1768'6 INCHES.
 BV1768'
 BV1768'TO REACH THE STATION FROM THE PURE OIL STATION IN DLO, GO W ON U.S.
 BV1768'HIGHWAY 49 FOR 0.85 MILE TO A CROSS ROAD AND THE STATION ON THE
 BV1768'LEFT.
 BV1768'
 BV1768'TO REACH THE AZIMUTH MARK, CONTINUE 0.3 MILE TO THE AZIMUTH MARK ON
 BV1768'THE RIGHT.
 BV1768'
 BV1768'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 BV1768
 BV1768                          STATION RECOVERY (1945)
 BV1768
 BV1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 BV1768'RECOVERED IN GOOD CONDITION.
 BV1768
 BV1768                          STATION RECOVERY (1955)
 BV1768
 BV1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1768'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1768'THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE. ALL THE CUTS LISTED IN
 BV1768'THE 1945 DESCRIPTION ARE VISIBLE FROM THE STATION.
 BV1768
 BV1768                          STATION RECOVERY (1958)
 BV1768
 BV1768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BV1768'ALL MARKS, STATION AND AZIMUTH WERE FOUND IN GOOD CONDITION AND ARE
 BV1768'VISIBLE FROM STATION. THE 1955 RECOVERY DESCRIPTION SEEM ADEQUATE.
 BV1768
 BV1768                          STATION RECOVERY (1967)
 BV1768
 BV1768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV1768'THE STATION WAS VISITED 6-12-67 AND ALL MARKS WERE FOUND IN GOOD
 BV1768'CONDITION.
 BV1768'
 BV1768'LOCATED IN THE SOUTHWEST ANGLE OF A CROSSROADS APPROXIMATELY 0.8
 BV1768'MILE NORTHWEST OF DLO IN THE SOUTHEAST 1/4 OF SECTION 20. T 12N, R
 BV1768'4E.
 BV1768'
 BV1768'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE,
 BV1768'CONCRETE POST.
 BV1768'
 BV1768'THE STATION DISK IS STAMPED DLO (1945) AND PROJECTS 6 INCHES.
 BV1768'
 BV1768'IT IS 64 FEET WEST OF THE CENTER OF THE CROSSROADS, 49 FEET SOUTHWEST
 BV1768'OF THE CENTER OF HIGHWAY 49, 32 FEET SOUTHEAST OF THE LION CLUB
 BV1768'SIGN, 28 FEET EAST OF THE NORTH POST OF THE WELCOME TO DLO SIGN,
 BV1768'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BV1768'
 BV1768'R.M. 1 IS STAMPED DLO NO. 1 (1945) AND PROJECTS 6 INCHES.
 BV1768'
 BV1768'IT IS 87 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 49, 79 FEET WEST OF
 BV1768'THE CENTER OF A GRAVELED ROAD, AND 40 FEET SOUTH OF THE SOUTHPOST OF
 BV1768'THE DLO SIGN.
 BV1768'
 BV1768'R.M. 2 IS STAMPED DLO NO. 2 (1945) AND PROJECTS 4 INCHES..
 BV1768'
 BV1768'IT IS 47 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 49, 20 FEET
 BV1768'SOUTHWEST OF THE LION CLUB SIGN AND 18 FEET NORTHWEST OF THE NORTH
 BV1768'POST OF THE DLO SIGN.
 BV1768'
 BV1768'THE AZIMUTH MARK IS STAMPED DLO (1945) AND PROJECTS 4 INCHES.
 BV1768'
 BV1768'IT IS 49 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49, 44 FEET
 BV1768'SOUTHWEST OF THE SOUTHWEST CORNER OF A VACANT FRAME HOUSE, 7 FEET
 BV1768'NORTHWEST OF A RIGHT OF WAY MARKER, 5 FEET NORTHEAST OF A TELEPHONE
 BV1768'CABLE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND IS STILL
 BV1768'VISIBLE FROM THE GROUND.
 BV1768'
 BV1768'TO REACH FROM THE U.S. POST OFFICE IN DLO GO WEST ON A BLACKTOP
 BV1768'STREET FOR 0.05 MILE TO THE INTERSECTION OF OLD U.S. HIGHWAY 49.
 BV1768'TURN RIGHT (NORTH) AND CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.85
 BV1768'MILE TO A CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED. TO
 BV1768'REACH THE AZIMUTH CONTINUE NORTHWEST ON OLD U.S. HIGHWAY 49 FOR
 BV1768'0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BV1768
 BV1768                          STATION RECOVERY (1970)
 BV1768
 BV1768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 BV1768'RM 2 HAS BEEN TILTED ALTHOUGH ALL OTHER MARKS ARE OK AND DESCRIPTIONS
 BV1768'ARE ADEQUATE. DISTANCES CHECKED OK.
 BV1768
 BV1768                          STATION RECOVERY (1971)
 BV1768
 BV1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BV1768'THE STATION WAS VISITED 11-3-71 AS A RESULT OF A RECOVERY NOTE FROM
 BV1768'THE U.S.G.S. THAT R.M. NO. 2 HAD BEEN TILTED. THE STATION, R.M. NO.
 BV1768'1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE
 BV1768'DISTANCE TO THE REFERENCE MARKS WERE CHECKED. THE RECOVERY NOTE BY
 BV1768'MSDH IN 1967 IS ADEQUATE AS NOTHING COULD BE ADDED.
 BV1768
 BV1768                          STATION RECOVERY (1990)
 BV1768
 BV1768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1768'MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTH OF D LO, IN THE SOUTHWEST
 BV1768'ANGLE OF A CROSSROAD, 4.3 MI (6.9 KM) SOUTHEAST OF BRAXTON, 3 MI (4.8
 BV1768'KM) NORTHWEST OF MENDENHALL AND IS IN SECTION 20, T 2N, R 4E.  TO
 BV1768'REACH FROM THE POST OFFICE IN D LO, GO NORTH ON OLD U.S. HIGHWAY 49
 BV1768'FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK
 BV1768'SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES, 76.5
 BV1768'FT (23.3 M) WEST OF THE CENTER OF WILLOW STREET, 64 FT (19.5 M)
 BV1768'SOUTHWEST OF THE CENTER OF THE CROSSROAD, 50 FT (15.2 M) SOUTHWEST OF
 BV1768'THE CENTER OF THE OLD HIGHWAY AND 1 FT (0.3 M) SOUTHWEST OF A METAL
 BV1768'WITNESS POST.
 BV1768
 BV1768                          STATION RECOVERY (2002)
 BV1768
 BV1768'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 BV1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2017 ***********************************************************************
 BV2017  DESIGNATION -  D LO AZ MK
 BV2017  PID         -  BV2017
 BV2017  STATE/COUNTY-  MS/SIMPSON
 BV2017  USGS QUAD   -  MENDENHALL WEST (1970)
 BV2017
 BV2017                         *CURRENT SURVEY CONTROL
 BV2017  ___________________________________________________________________
 BV2017* NAD 83(1986)-  31 59 47.     (N)    089 54 32.     (W)     SCALED    
 BV2017* NAVD 88     -       101.373  (meters)     332.59   (feet)  ADJUSTED  
 BV2017  ___________________________________________________________________
 BV2017  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BV2017  DYNAMIC HT  -         101.253 (meters)     332.19  (feet)  COMP
 BV2017  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 BV2017
 BV2017  VERT ORDER  -  SECOND    CLASS II
 BV2017
 BV2017.The horizontal coordinates were scaled from a topographic map and have
 BV2017.an estimated accuracy of +/- 6 seconds.
 BV2017
 BV2017.The orthometric height was determined by differential leveling
 BV2017.and adjusted in May 1996.
 BV2017
 BV2017.The geoid height was determined by GEOID03.
 BV2017
 BV2017.The dynamic height is computed by dividing the NAVD 88
 BV2017.geopotential number by the normal gravity value computed on the
 BV2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2017.degrees latitude (g = 980.6199 gals.).
 BV2017
 BV2017.The modeled gravity was interpolated from observed gravity values.
 BV2017
 BV2017;                    North         East    Units  Estimated Accuracy
 BV2017;SPC MS W     -   276,830.      740,110.      MT  (+/- 180 meters Scaled)
 BV2017
 BV2017                          SUPERSEDED SURVEY CONTROL
 BV2017
 BV2017.No superseded survey control is available for this station.
 BV2017
 BV2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA251437(NAD 83)
 BV2017_MARKER: DZ = AZIMUTH MARK DISK
 BV2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV2017_SP_SET: SQUARE CONCRETE MONUMENT
 BV2017_STAMPING: D LO 1945
 BV2017_MARK LOGO: CGS   
 BV2017_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BV2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2017+STABILITY: SURFACE MOTION
 BV2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2017+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 BV2017
 BV2017  HISTORY     - Date     Condition        Report By
 BV2017  HISTORY     - 1945     MONUMENTED       CGS
 BV2017  HISTORY     - 19901205 GOOD             MSHD
 BV2017
 BV2017                          STATION DESCRIPTION
 BV2017
 BV2017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV2017'MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH NORTHWEST OF D LO, ON THE
 BV2017'NORTHEAST R.O.W. OF OLD U.S. HIGHWAY 49, 3.3 MI (5.3 KM) NORTHEAST OF
 BV2017'MENDENHALL, 4.2 MI (6.8 KM) SOUTHEAST OF BRAXTON AND IN SECTION 20, T
 BV2017'2N, R 4E.
 BV2017'TO REACH FROM THE POST OFFICE IN D LO GO NORTH ON OLD U.S. HIGHWAY 49
 BV2017'FOR 0.8 MI (1.3 KM) TO A CROSSROAD, CONTINUE NORTH ON THE OLD HIGHWAY
 BV2017'FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT.
 BV2017'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV2017'FLUSH WITH THE GROUND, 60.5 FT (18.4 M) WEST OF THE CENTER OF A
 BV2017'GRAVEL DRIVE, 49.5 FT (15.1 M) NORTHEAST OF THE CENTER OF THE OLD
 BV2017'HIGHWAY, 7.0 FT (2.1 M) NORTHWEST OF A R.O.W. MARKER AND 1.0 FT
 BV2017'(0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2019 ***********************************************************************
 BV2019  DESIGNATION -  D LO RM 1
 BV2019  PID         -  BV2019
 BV2019  STATE/COUNTY-  MS/SIMPSON
 BV2019  USGS QUAD   -  MENDENHALL WEST (1970)
 BV2019
 BV2019                         *CURRENT SURVEY CONTROL
 BV2019  ___________________________________________________________________
 BV2019* NAD 83(1986)-  31 59 39.     (N)    089 54 16.     (W)     SCALED    
 BV2019* NAVD 88     -       101.777  (meters)     333.91   (feet)  ADJUSTED  
 BV2019  ___________________________________________________________________
 BV2019  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BV2019  DYNAMIC HT  -         101.656 (meters)     333.52  (feet)  COMP
 BV2019  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BV2019
 BV2019  VERT ORDER  -  SECOND    CLASS II
 BV2019
 BV2019.The horizontal coordinates were scaled from a topographic map and have
 BV2019.an estimated accuracy of +/- 6 seconds.
 BV2019
 BV2019.The orthometric height was determined by differential leveling
 BV2019.and adjusted in May 1996.
 BV2019
 BV2019.The geoid height was determined by GEOID03.
 BV2019
 BV2019.The dynamic height is computed by dividing the NAVD 88
 BV2019.geopotential number by the normal gravity value computed on the
 BV2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2019.degrees latitude (g = 980.6199 gals.).
 BV2019
 BV2019.The modeled gravity was interpolated from observed gravity values.
 BV2019
 BV2019;                    North         East    Units  Estimated Accuracy
 BV2019;SPC MS W     -   276,580.      740,530.      MT  (+/- 180 meters Scaled)
 BV2019
 BV2019                          SUPERSEDED SURVEY CONTROL
 BV2019
 BV2019.No superseded survey control is available for this station.
 BV2019
 BV2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA255434(NAD 83)
 BV2019_MARKER: DR = REFERENCE MARK DISK
 BV2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV2019_SP_SET: SQUARE CONCRETE MONUMENT
 BV2019_STAMPING: D LO NO 1 1945
 BV2019_MARK LOGO: CGS   
 BV2019_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2019+STABILITY: SURFACE MOTION
 BV2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2019+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 BV2019
 BV2019  HISTORY     - Date     Condition        Report By
 BV2019  HISTORY     - 1945     MONUMENTED       CGS
 BV2019  HISTORY     - 19901205 GOOD             MSHD
 BV2019
 BV2019                          STATION DESCRIPTION
 BV2019
 BV2019'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV2019'MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTH OF D LO, IN THE SOUTHWEST
 BV2019'ANGLE OF A CROSSROAD, 4.3 MI (6.9 KM) SOUTHEAST OF BRAXTON, 3 MI (4.8
 BV2019'KM) NORTHWEST OF MENDENHALL AND IS IN SECTION 20, T 2N, R 4E.  TO
 BV2019'REACH FROM THE POST OFFICE IN D LO, GO NORTH ON OLD U.S. HIGHWAY 49
 BV2019'FOR 0.8 MI (1.3 KM) TO A CROSSROAD AND THE MARK ON THE LEFT.  MARK IS
 BV2019'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING
 BV2019'6 INCHES, 88 FT (26.8 M) SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY,
 BV2019'80 FT (24.4 M) WEST OF THE CENTER OF WILLOW STREET AND 1 FT (0.3 M)
 BV2019'SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV2018 ***********************************************************************
 BV2018  DESIGNATION -  D LO RM 2
 BV2018  PID         -  BV2018
 BV2018  STATE/COUNTY-  MS/SIMPSON
 BV2018  USGS QUAD   -  MENDENHALL WEST (1970)
 BV2018
 BV2018                         *CURRENT SURVEY CONTROL
 BV2018  ___________________________________________________________________
 BV2018* NAD 83(1986)-  31 59 39.     (N)    089 54 16.     (W)     SCALED    
 BV2018* NAVD 88     -       102.555  (meters)     336.47   (feet)  ADJUSTED  
 BV2018  ___________________________________________________________________
 BV2018  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BV2018  DYNAMIC HT  -         102.433 (meters)     336.07  (feet)  COMP
 BV2018  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BV2018
 BV2018  VERT ORDER  -  SECOND    CLASS II
 BV2018
 BV2018.The horizontal coordinates were scaled from a topographic map and have
 BV2018.an estimated accuracy of +/- 6 seconds.
 BV2018
 BV2018.The orthometric height was determined by differential leveling
 BV2018.and adjusted in May 1996.
 BV2018
 BV2018.The geoid height was determined by GEOID03.
 BV2018
 BV2018.The dynamic height is computed by dividing the NAVD 88
 BV2018.geopotential number by the normal gravity value computed on the
 BV2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV2018.degrees latitude (g = 980.6199 gals.).
 BV2018
 BV2018.The modeled gravity was interpolated from observed gravity values.
 BV2018
 BV2018;                    North         East    Units  Estimated Accuracy
 BV2018;SPC MS W     -   276,580.      740,530.      MT  (+/- 180 meters Scaled)
 BV2018
 BV2018                          SUPERSEDED SURVEY CONTROL
 BV2018
 BV2018.No superseded survey control is available for this station.
 BV2018
 BV2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA255434(NAD 83)
 BV2018_MARKER: DR = REFERENCE MARK DISK
 BV2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV2018_SP_SET: SQUARE CONCRETE MONUMENT
 BV2018_STAMPING: D LO NO 2 1945
 BV2018_MARK LOGO: CGS   
 BV2018_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV2018+STABILITY: SURFACE MOTION
 BV2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV2018+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1990
 BV2018
 BV2018  HISTORY     - Date     Condition        Report By
 BV2018  HISTORY     - 1945     MONUMENTED       CGS
 BV2018  HISTORY     - 19901205 GOOD             MSHD
 BV2018
 BV2018                          STATION DESCRIPTION
 BV2018
 BV2018'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV2018'MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTH OF D LO, IN THE SOUTHWEST
 BV2018'ANGLE OF A CROSSROAD, 3 MI (4.8 KM) NORTHWEST OF MENDENHALL, 4.3 MI
 BV2018'(6.9 KM) SOUTHEAST OF BRAXTON AND IS IN SECTION 20, T 2N, R 4E.  TO
 BV2018'REACH FROM THE POST OFFICE IN D LO, GO NORTH ON OLD U.S. HIGHWAY 49
 BV2018'FOR 0.8 MI (1.3 KM) TO A CROSSROAD AND THE MARK ON THE LEFT.  MARK IS
 BV2018'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING
 BV2018'4 INCHES, 116.5 FT (35.5 M) WEST OF THE CENTER OF WILLOW STREET, 47.5
 BV2018'FT (14.5 M) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 49 AND 1 FT (0.3
 BV2018'M) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1770 ***********************************************************************
 BV1770  DESIGNATION -  D LO SCHOOL DISTRICT WATER TK
 BV1770  PID         -  BV1770
 BV1770  STATE/COUNTY-  MS/SIMPSON
 BV1770  USGS QUAD   -  MENDENHALL WEST (1970)
 BV1770
 BV1770                         *CURRENT SURVEY CONTROL
 BV1770  ___________________________________________________________________
 BV1770* NAD 83(1993)-  31 59 31.71357(N)    089 54 29.05084(W)     ADJUSTED  
 BV1770* NAVD 88     -              **(meters)            **(feet)            
 BV1770  ___________________________________________________________________
 BV1770  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BV1770  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BV1770  HORZ ORDER  -  THIRD
 BV1770
 BV1770.The horizontal coordinates were established by classical geodetic methods
 BV1770.and adjusted by the National Geodetic Survey in May 1994.
 BV1770
 BV1770
 BV1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1770
 BV1770.The geoid height was determined by GEOID03.
 BV1770
 BV1770;                    North         East     Units Scale Factor Converg.
 BV1770;SPC MS W     -   276,357.082   740,186.079   MT  0.99996991   +0 13 31.1
 BV1770;SPC MS W     -   906,681.53  2,428,427.16   sFT  0.99996991   +0 13 31.1
 BV1770;UTM  16      - 3,543,260.895   225,241.725   MT  1.00053112   -1 32 30.0
 BV1770
 BV1770                          SUPERSEDED SURVEY CONTROL
 BV1770
 BV1770  NAD 83(1986)-  31 59 31.72770(N)    089 54 29.04763(W) AD(       ) 4
 BV1770  NAD 27      -  31 59 31.16900(N)    089 54 28.76100(W) AD(       ) 3
 BV1770
 BV1770.Superseded values are not recommended for survey control.
 BV1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1770.See file dsdata.txt to determine how the superseded data were derived.
 BV1770
 BV1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2524243261(NAD 83)
 BV1770_MARKER: 53 = ELEVATED TANK
 BV1770
 BV1770  HISTORY     - Date     Condition        Report By
 BV1770  HISTORY     - 1945     FIRST OBSERVED   CGS
 BV1770  HISTORY     - 1955     GOOD             CGS
 BV1770  HISTORY     - 1967     GOOD             MSHD
 BV1770
 BV1770                          STATION DESCRIPTION
 BV1770
 BV1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BV1770'STATION IS LOCATED AT THE NW EDGE OF THE VILLAGE OF DLO ON PROPERTY
 BV1770'OWNED BY THE DLO SCHOOL DISTRICT. IT IS A CONICAL-SHAPED WATER TANK
 BV1770'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE. DIRECTLY UNDER THE BOWL OF
 BV1770'THE MAIN TANK IS A SMALL RESERVE TANK. THE STRUCTURE AND TANK ARE
 BV1770'PAINTED SILVER. THE OVERALL HEIGHT IS 100 FEET. IT WAS ERECTED IN
 BV1770'1916.
 BV1770'
 BV1770'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 BV1770'
 BV1770'TO REACH THE STATION FROM THE PURE OIL SERVICE STATION IN DLO, GO
 BV1770'N ON U.S. HIGHWAY 49 FOR 0.85 MILE TO A T-ROAD LEFT AND
 BV1770'TRIANGULATION STATION DLO. TURN LEFT AND GO 0.2 MILE TO THE WATER
 BV1770'TANK.
 BV1770
 BV1770                          STATION RECOVERY (1955)
 BV1770
 BV1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1770'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION. THE 1945
 BV1770'DESCRIPTION BY J.C.P. IS ADEQUATE.
 BV1770'
 BV1770'THIS IS AN INTERSECTION STATION.
 BV1770
 BV1770                          STATION RECOVERY (1967)
 BV1770
 BV1770'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BV1770'THE STATION WAS VISITED 9-6-67 AND THE STATION WAS FOUND IN GOOD
 BV1770'CONDITION.
 BV1770'
 BV1770'THE STATION IS LOCATED 0.7 MILE NORTHWEST OF DLO AND IS IN THE
 BV1770'SOUTHEAST, 1/4 OF SECTION 20, T 2N, R 4E, AND ON PROPERTY OWNED BY
 BV1770'THE CITY OF DLO. IT IS A CONICAL SHAPED WATER TANK SUPPORTED BY A
 BV1770'FOUR LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH AN OVERALL
 BV1770'HEIGHT OF 100 FEET. THE BALL FINAL AT THE APEX OF THE ROOF WAS
 BV1770'THE POINT INTERSECTED.
 BV1770'
 BV1770'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DLO GO WEST ON A
 BV1770'BLACKTOP STREET FOR 0.05 MILE TO THE INTERSECTION OF OLD U.S.
 BV1770'HIGHWAY 49. TURN RIGHT (NORTHWEST) AND CONTINUE ON OLD U.S. HIGHWAY
 BV1770'49 FOR 0.8 MILE TO A CROSSROADS. TURN LEFT (SOUTH) AND CONTINUE ON
 BV1770'AN ALL WEATHER ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT. TURN RIGHT
 BV1770'(NORTHWEST) AND CONTINUE ON A NARROW ALL WEATHER ROAD FOR 0.2
 BV1770'MILE TO THE TANK ON THE RIGHT APPROXIMATELY 100 FEET NORTHEAST OF
 BV1770'A CONCRETE STACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0413 ***********************************************************************
 BH0413  DESIGNATION -  DABNY
 BH0413  PID         -  BH0413
 BH0413  STATE/COUNTY-  MS/JACKSON
 BH0413  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0413
 BH0413                         *CURRENT SURVEY CONTROL
 BH0413  ___________________________________________________________________
 BH0413* NAD 83(1993)-  30 28 46.54515(N)    088 30 05.88863(W)     ADJUSTED  
 BH0413* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 BH0413  ___________________________________________________________________
 BH0413  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH0413  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0413  HORZ ORDER  -  SECOND
 BH0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0413
 BH0413.The horizontal coordinates were established by classical geodetic methods
 BH0413.and adjusted by the National Geodetic Survey in May 1994.
 BH0413
 BH0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0413.The vertical order pertains to the NGVD 29 superseded value.
 BH0413
 BH0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0413
 BH0413.The geoid height was determined by GEOID03.
 BH0413
 BH0413;                    North         East     Units Scale Factor Converg.
 BH0413;SPC MS E     -   108,631.771   331,847.753   MT  0.99996251   +0 10 05.7
 BH0413;SPC MS E     -   356,402.74  1,088,737.17   sFT  0.99996251   +0 10 05.7
 BH0413;SPC AL W     -    53,589.196   503,827.996   MT  1.00004739   -0 30 29.2
 BH0413;UTM  16      - 3,372,888.597   355,864.104   MT  0.99985629   -0 45 42.5
 BH0413
 BH0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0413!SPC MS E     -   1.00000400  x   0.99996251  =   0.99996651
 BH0413!SPC AL W     -   1.00000400  x   1.00004739  =   1.00005139
 BH0413!UTM  16      -   1.00000400  x   0.99985629  =   0.99986029
 BH0413
 BH0413|---------------------------------------------------------------------|
 BH0413| PID    Reference Object                     Distance      Geod. Az  |
 BH0413|                                                           dddmmss.s |
 BH0413| BH0414 DABNY RM 1                           33.116 METERS 02139     |
 BH0413| BH0415 DABNY RM 4                           26.697 METERS 07410     |
 BH0413| BH2241 DABNY RM 3                           26.702 METERS 07410     |
 BH0413| DD7777 DABNY RM 2                           18.640 METERS 10932     |
 BH0413| DD7776 DABNY AZ MK                                        2073050.2 |
 BH0413|---------------------------------------------------------------------|
 BH0413
 BH0413                          SUPERSEDED SURVEY CONTROL
 BH0413
 BH0413  NAD 83(1993)-  30 28 46.55298(N)    088 30 05.88436(W) AD(       ) 2
 BH0413  NAD 83(1986)-  30 28 46.56889(N)    088 30 05.88282(W) AD(       ) 2
 BH0413  NAD 27      -  30 28 45.84800(N)    088 30 05.83400(W) AD(       ) 2
 BH0413  NGVD 29 (??/??/??)    2.966  (m)            9.73   (f) ADJUSTED    2 0
 BH0413
 BH0413.Superseded values are not recommended for survey control.
 BH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0413.See file dsdata.txt to determine how the superseded data were derived.
 BH0413
 BH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5586472889(NAD 83)
 BH0413_MARKER: DS = TRIANGULATION STATION DISK
 BH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0413_STAMPING: DABNY 1921
 BH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0413+STABILITY: SURFACE MOTION
 BH0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0413+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2007
 BH0413
 BH0413  HISTORY     - Date     Condition        Report By
 BH0413  HISTORY     - 1921     MONUMENTED       CGS
 BH0413  HISTORY     - 1958     GOOD             CGS
 BH0413  HISTORY     - 1970     GOOD             NGS
 BH0413  HISTORY     - 1970     GOOD             NGS
 BH0413  HISTORY     - 20071204 GOOD             LOWE
 BH0413
 BH0413                          STATION DESCRIPTION
 BH0413
 BH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0413'STATION IS 1 MILE S OF HELENA ON E (RIGHT) SIDE OF TRACK.  ON
 BH0413'EXTENSION OF BACK TANGENCY W (LEFT) RAIL.  ON FIRST CURVE S OF
 BH0413'HELENA, 1/4 MILE S OF MILEPOST P 10, AND 9.160 METERS OR 30.05 FEET E
 BH0413'OF E AND NEAREST RAIL.
 BH0413'
 BH0413'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0413'SET IN CONCRETE.
 BH0413'
 BH0413'REFERENCE MARKS ARE ON SAME SIDE OF TRACK.
 BH0413
 BH0413                          STATION RECOVERY (1958)
 BH0413
 BH0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH0413'ORIGINAL DESCRIPTION IS INADEQUATE.  THE STATION MARK AND REFERENCE
 BH0413'MARK 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND THE
 BH0413'AZIMUTH MARK WERE SEARCHED FOR BUT COULD NOT BE FOUND.  REFERENCE
 BH0413'MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED. FOLLOWING IS A NEW AND
 BH0413'COMPLETE DESCRIPTION.
 BH0413'
 BH0413'STATION IS ABOUT 3-1/2 MILES NORTHEAST OF ESCATAWPA AND 1 MILE SOUTH
 BH0413'OF HELENA, ON LAND OWNED BY THE MISSISSIPPI EXPORT RAILWAY CO., ON
 BH0413'EXTENSION OF TANGENT OF WEST RAIL OF RAILROAD TRACKS LOOKING
 BH0413'SOUTHWARD, IN THE NORTHEAST 1/4 OF SECTION 32, T 6 S, R 5 W.
 BH0413'
 BH0413'TO REACH FROM THE POST OFFICE IN ESCATAWPA, GO NORTH ON STATE HIGHWAY
 BH0413'63 FOR 1.05 MILES TO A MACADAM ROAD RIGHT, TURN RIGHT AND FOLLOW
 BH0413'MACADAM ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT AND YELLOW BRICK
 BH0413'HOUSE ON THE LEFT, TURN RIGHT, EAST, FOR 0.3 MILE TO RAILROAD
 BH0413'TRACKS, CROSS TRACKS AND GO ABOUT 50 FEET TO A SIDE ROAD RIGHT, TURN
 BH0413'RIGHT, SOUTH, FOR 0.15 MILE TO THE STATION ON THE RIGHT.  TO
 BH0413'REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRADED ROAD FOR
 BH0413'0.3 MILE TO THE MARK ON THE RIGHT.
 BH0413'
 BH0413'STATION MARKS ARE STANDARD DISK, STAMPED DABNY 1921.  THE SURFACE
 BH0413'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 BH0413'PROJECTING 2 INCHES.  IT IS 118 FEET SOUTHWEST OF A POWERLINE GUY
 BH0413'POLE, 73 FEET WEST OF A WEST GATE POST, 49 FEET WEST OF THE CENTER
 BH0413'OF A GRADED DIRT ROAD, 30.5 FEET EAST OF THE EAST RAIL OF RAILROAD
 BH0413'TRACKS.  A WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.
 BH0413'
 BH0413'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DABNY NO 1 1921, SET IN
 BH0413'THE TOP OF A 8-INCH, SQUARE, CONCRETE POST FLUSH WITH THE GROUND
 BH0413'SURFACE.  IT IS 42 FEET WEST OF A POWERLINE POLE, 36 FEET EAST OF THE
 BH0413'EAST RAIL OF THE RAILROAD TRACKS, 27 FEET WEST OF THE CENTER OF THE
 BH0413'DIRT ROAD AND 11 FEET SOUTHWEST OF THE GUY POLE.
 BH0413'
 BH0413'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DABNY NO 3 1921, SET IN
 BH0413'THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 BH0413'INCHES.  IT IS 112 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 BH0413'79 FEET SOUTH OF A POWERLINE POLE, 64 FEET NORTH OF THE WEST GATE
 BH0413'POST, 28 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 12 FEET WEST OF
 BH0413'A ROAD RIGHT-OF-WAY FENCE.
 BH0413'
 BH0413'AZIMUTH MARK IS A STANDARD DISK, STAMPED DABNY 1958, SET IN THE TOP
 BH0413'OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT IS
 BH0413'71 FEET SOUTHWEST OF A POWERLINE POLE, 31 FEET EAST OF THE EAST RAIL
 BH0413'OF RAILROAD TRACKS, 24 FEET WEST OF THE CENTER OF A MACADAM ROAD.  A
 BH0413'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 BH0413
 BH0413                          STATION RECOVERY (1970)
 BH0413
 BH0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH0413'THE STATION WAS VISITED 2-26-70 AND THE STATION MARK, AZIMUTH MARK,
 BH0413'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 BH0413'REFERENCE MARK NO. 2 WAS PREVIOUSLY REPORTED DESTROYED AND COULD NOT
 BH0413'BE FOUND AT THIS DATE.  REFERENCE MARK NO. 3 HAD THE DISK BROKEN OUT
 BH0413'OF THE MONUMENT, BUT WAS SOLID.  A NEW DISK WAS SET IN THE MONUMENT
 BH0413'AND USED AS REFERENCE MARK NO. 4.  A NEW DESCRIPTION FOLLOWS-
 BH0413'
 BH0413'THE STATION IS LOCATED 5.2 MILES NORTHEAST OF MOSS POINT ON THE EAST
 BH0413'RIGHT-OF-WAY OF THE MISSISSIPPI EXPORT RAILROAD, 8.3 MILES
 BH0413'NORTHEAST OF PASAGOULA, IN THE NW 1/4 OF SECTION 32, T 6 N., R 5 W.,
 BH0413'47 FEET WSW OF THE CENTER OF KINGS DRIVE, 30.5 FEET ENE OF THE E.
 BH0413'RAIL OF THE TRACKS, 61.5 FEET SOUTHWEST OF A PIPE LINE SIGN, 80.5
 BH0413'FEET SOUTHWEST OF ANOTHER PIPE LINE SIGN, 103 FEET NORTHWEST OF A
 BH0413'POWER LINE POLE, 118 FEET SOUTHWEST OF A POWER LINE POLE WITH A GUY
 BH0413'WIRE, AND 1 FOOT EAST OF A WITNESS SIGN.  IT IS ABOUT 3 FEET BELOW
 BH0413'THE LEVEL OF THE TRACKS.  IT IS A TRIANGULATION STATION DISK, STAMPED
 BH0413'DABNY 1921 FLUSH WITH THE GROUND.
 BH0413'
 BH0413'REFERENCE MARK NO. 1 IS 108.65 FEET NORTH-NORTHEAST OF THE STATION,
 BH0413'36 FEET EAST OF THE EAST RAIL OF THE TRACKS, 26 FEET WEST OF THE
 BH0413'CENTER OF KINGS DRIVE, 42 FEET WEST-SOUTHWEST OF A POWER POLE WITH A
 BH0413'GUY WIRE, 48.5 FEET NORTH OF A PIPELINE, AND 1 FOOT SOUTH OF
 BH0413'A WITNESS POST.  IT IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 BH0413'IT IS A REFERENCE MARK DISK, STAMPED DABNY NO. 1 1921, FLUSH WITH THE
 BH0413'GROUND.
 BH0413'
 BH0413'REFERENCE MARK NO. 4 IS 87.59 FEET EAST-NORTHEAST OF THE STATION, IT
 BH0413'IS ON THE PROPERTY OWNED BY MR. LLOYD PIERCE, 17 FEET SOUTH OF THE
 BH0413'SOUTHERNMOST PINE OF A GROUP, 73 FEET WNW OF THE PROJECTED PLANE OF
 BH0413'THE PIERCE HOUSE WHICH IS 150 YARDS NNE OF THE MARK, 18 FEET NNE
 BH0413'OF THE PIPE LINE SIGN, 102 FEET E OF THE EAST RAIL OF THE TRACKS,
 BH0413'79.5 FEET SOUTH OF THE POWER POLE WITH A GUY WIRE, 63 FEET ESE
 BH0413'AND ACROSS THE ROAD FROM A PIPELINE SIGN, 30.5 FEET ESE OF THE CENTER
 BH0413'OF KINGS DRIVE, AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 BH0413'REFERENCE MARK DISK, STAMPED DABNY 1921 NO 4 1970, FLUSH WITH THE
 BH0413'GROUND.
 BH0413'
 BH0413'THE AZIMUTH MARK IS ABOUT 0.3 MILE SSW OF THE STATION, AT THE OUTSIDE
 BH0413'OF A CURVE IN THE ROAD, 73 FEET NORTH OF THE NORTH PINE OF A GROUP OF
 BH0413'PINES, 22 FEET WEST OF THE CENTER OF THE ROAD, 72 FEET WSW OF THE
 BH0413'POWER POLE WITH GUY WIRES, 30.5 FEET ESE OF THE EAST RAIL OF THE
 BH0413'TRACKS, 16 FEET SOUTH OF THE PROJECTED CENTER OF THE NORTH DRIVE TO
 BH0413'THE HOUSE, ON THE EXTENDED CENTERLINE OF THE ROAD LEADING NORTH,
 BH0413'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 BH0413'STAMPED DABNY 1958, PROJECTING 2 INCHES.
 BH0413'
 BH0413'TO REACH FROM THE POST OFFICE IN MOSS POINT, GO NORTH AND NORTHWEST
 BH0413'ON STATE HIGHWAY 63, FOR 0.85 MILE TO THE SWING BRIDGE OVER THE
 BH0413'ESCATAWPA RIVER, CONTINUE NORTH ON STATE HIGHWAY 63 FOR 1.8 MILE TO A
 BH0413'SIDE ROAD RIGHT AND A STORE IN THE SOUTHEAST ANGLE, GO NORTHEAST
 BH0413'ON SARACENNIA ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BH0413'GO EAST FOR 0.3 MILE TO A SIDE ROAD RIGHT, ON THE EAST SIDE OF THE
 BH0413'MISSISSIPPI EXPORT RAILROAD, TURN RIGHT AND GO SOUTHWEST ON KINGS
 BH0413'DRIVE FOR 0.15 MILE TO THE CROSSING OF THE PLANTATION PIPE LINE AND
 BH0413'THE STATION ON THE RIGHT.
 BH0413'
 BH0413'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON KINGS
 BH0413'DRIVE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT ON THE EAST SIDE
 BH0413'OF THE RAILROAD TRACKS.
 BH0413'
 BH0413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.2 MILES NE OF
 BH0413'MOSS POINT
 BH0413
 BH0413                          STATION RECOVERY (1970)
 BH0413
 BH0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH0413'6.1 MI NE FROM MOSS POINT.
 BH0413'LOCATED 6.1 MILES NORTHEAST ALONG THE MISSISSIPPI EXPORT RAILROAD FROM
 BH0413'THE RAILROAD STATION IN MOSS POINT, 47 FEET WSW OF KINGS DRIVE, 30.5
 BH0413'FEET ENE OF THE EAST RAIL OF THE TRACKS, 61.5 FEET SOUTHWEST OF A
 BH0413'PIPELINE SIGN, 80.5 FEET SOUTHWEST OF ANOTHER PIPELINE SIGN, 118 FEET
 BH0413'SOUTHWEST OF A POWER POLE, WITH A GUY WIRE, AND 1 FOOT EAST OF A
 BH0413'WITNESS POST.  IT IS ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, IT IS
 BH0413'SET IN THE TOP OF A CONCRETE MARK FLUSH WITH THE GROUND.
 BH0413
 BH0413                          STATION RECOVERY (2007)
 BH0413
 BH0413'RECOVERY NOTE BY LOWE ENGINEERS 2007 (RW)
 BH0413'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0414 ***********************************************************************
 BH0414  DESIGNATION -  DABNY RM 1
 BH0414  PID         -  BH0414
 BH0414  STATE/COUNTY-  MS/JACKSON
 BH0414  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0414
 BH0414                         *CURRENT SURVEY CONTROL
 BH0414  ___________________________________________________________________
 BH0414* NAD 83(1986)-  30 28 46.     (N)    088 30 05.     (W)     SCALED    
 BH0414* NAVD 88     -         3.56   (+/-2cm)      11.7    (feet)  VERTCON   
 BH0414  ___________________________________________________________________
 BH0414  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0414
 BH0414.The horizontal coordinates were scaled from a topographic map and have
 BH0414.an estimated accuracy of +/- 6 seconds.
 BH0414
 BH0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0414.The vertical order pertains to the NGVD 29 superseded value.
 BH0414
 BH0414.The geoid height was determined by GEOID03.
 BH0414
 BH0414;                    North         East    Units  Estimated Accuracy
 BH0414;SPC MS E     -   108,620.      331,870.      MT  (+/- 180 meters Scaled)
 BH0414
 BH0414                          SUPERSEDED SURVEY CONTROL
 BH0414
 BH0414  NGVD 29 (??/??/??)    3.516  (m)           11.54   (f) ADJUSTED    2 0
 BH0414
 BH0414.Superseded values are not recommended for survey control.
 BH0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0414.See file dsdata.txt to determine how the superseded data were derived.
 BH0414
 BH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU558728(NAD 83)
 BH0414_MARKER: DR = REFERENCE MARK DISK
 BH0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0414_STAMPING: DABNY NO 1 1921
 BH0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0414+STABILITY: SURFACE MOTION
 BH0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0414+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2007
 BH0414
 BH0414  HISTORY     - Date     Condition        Report By
 BH0414  HISTORY     - 1921     MONUMENTED       CGS
 BH0414  HISTORY     - 1970     GOOD             NGS
 BH0414  HISTORY     - 1971     GOOD             NGS
 BH0414  HISTORY     - 20071204 GOOD             LOWE
 BH0414
 BH0414                          STATION DESCRIPTION
 BH0414
 BH0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0414'6.1 MI NE FROM MOSS POINT.
 BH0414'LOCATED 6.1 MILES NORTHEAST ALONG THE MISSISSIPPI EXPORT RAILROAD FROM
 BH0414'THE RAILROAD STATION AT MOSS POINT, 108.65 FEET NNE OF THE
 BH0414'TRIANGULATION STATION, 36 FEET EAST OF THE EAST RAIL OF THE TRACKS, 26
 BH0414'FEET WEST OF THE CENTER OF KINGS DRIVE, 42 FEET WSW OF A POWER POLE
 BH0414'WITH A GUY WIRE, 48.5 FEET NORTH OF A PIPELINE, AND 1 FOOT SOUTH OF A
 BH0414'WITNESS POST.  IT IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BH0414'GROUND.  SEC 32, T 6N, R 5W.
 BH0414
 BH0414                          STATION RECOVERY (1971)
 BH0414
 BH0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0414'RECOVERED IN GOOD CONDITION.
 BH0414
 BH0414                          STATION RECOVERY (2007)
 BH0414
 BH0414'RECOVERY NOTE BY LOWE ENGINEERS 2007 (RW)
 BH0414'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2241 ***********************************************************************
 BH2241  DESIGNATION -  DABNY RM 3
 BH2241  PID         -  BH2241
 BH2241  STATE/COUNTY-  MS/JACKSON
 BH2241  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2241
 BH2241                         *CURRENT SURVEY CONTROL
 BH2241  ___________________________________________________________________
 BH2241* NAD 83(1993)-  30 28 46.78185(N)    088 30 04.92552(W)     ADJUSTED  
 BH2241* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 BH2241  ___________________________________________________________________
 BH2241  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH2241  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH2241  HORZ ORDER  -  SECOND
 BH2241  VERT ORDER  -  THIRD ? (See Below)
 BH2241
 BH2241.The horizontal coordinates were established by classical geodetic methods
 BH2241.and adjusted by the National Geodetic Survey in May 1994.
 BH2241
 BH2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2241.The vertical order pertains to the NGVD 29 superseded value.
 BH2241
 BH2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2241
 BH2241.The geoid height was determined by GEOID03.
 BH2241
 BH2241;                    North         East     Units Scale Factor Converg.
 BH2241;SPC MS E     -   108,639.136   331,873.418   MT  0.99996253   +0 10 06.2
 BH2241;SPC MS E     -   356,426.90  1,088,821.37   sFT  0.99996253   +0 10 06.2
 BH2241;SPC AL W     -    53,596.258   503,853.749   MT  1.00004733   -0 30 28.7
 BH2241;UTM  16      - 3,372,895.543   355,889.883   MT  0.99985620   -0 45 42.0
 BH2241
 BH2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2241!SPC MS E     -   1.00000400  x   0.99996253  =   0.99996653
 BH2241!SPC AL W     -   1.00000400  x   1.00004733  =   1.00005133
 BH2241!UTM  16      -   1.00000400  x   0.99985620  =   0.99986020
 BH2241
 BH2241:                Primary Azimuth Mark                     Grid Az
 BH2241:SPC MS E     -  KREOLE INTL PAPER CO CEN STACK           174 03 49.4
 BH2241:SPC AL W     -  KREOLE INTL PAPER CO CEN STACK           174 44 24.3
 BH2241:UTM  16      -  KREOLE INTL PAPER CO CEN STACK           174 59 37.6
 BH2241
 BH2241|---------------------------------------------------------------------|
 BH2241| PID    Reference Object                     Distance      Geod. Az  |
 BH2241|                                                           dddmmss.s |
 BH2241| BH2209 KREOLE INTL PAPER CO CEN STACK      APPROX. 7.0 KM 1741355.6 |
 BH2241| BH2233 MOSS POINT THIOKOL CHEM TANK        APPROX. 6.2 KM 1921832.2 |
 BH2241| DD7776 DABNY AZ MK                                        2092309.7 |
 BH2241| BH0413 DABNY                                26.702 METERS 25410     |
 BH2241| BH0414 DABNY RM 1                           27.090 METERS 33011     |
 BH2241|---------------------------------------------------------------------|
 BH2241
 BH2241                          SUPERSEDED SURVEY CONTROL
 BH2241
 BH2241  NAD 83(1993)-  30 28 46.78968(N)    088 30 04.92125(W) AD(       ) 2
 BH2241  NAD 83(1986)-  30 28 46.80547(N)    088 30 04.92024(W) AD(       ) 2
 BH2241  NGVD 29 (07/19/86)    2.97   (m)            9.7    (f) LEVELING    3  
 BH2241
 BH2241.Superseded values are not recommended for survey control.
 BH2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2241.See file dsdata.txt to determine how the superseded data were derived.
 BH2241
 BH2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5589072896(NAD 83)
 BH2241_MARKER: DR = REFERENCE MARK DISK
 BH2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2241
 BH2241  HISTORY     - Date     Condition        Report By
 BH2241  HISTORY     - 1958     MONUMENTED       CGS
 BH2241  HISTORY     - 1970     GOOD             NGS
 BH2241
 BH2241                          STATION DESCRIPTION
 BH2241
 BH2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2241'STATION IS ABOUT 3-1/2 MILES NORTHEAST OF ESCATAWPA AND 1 MILE SOUTH
 BH2241'OF HELENA, ON LAND OWNED BY THE MISSISSIPPI EXPORT RAILWAY CO., ON
 BH2241'EXTENSION OF TANGENT OF WEST RAIL OF RAILROAD TRACKS LOOKING
 BH2241'SOUTHWARD, IN THE NORTHEAST 1/4 OF SECTION 32, T 6 S, R 5 W.
 BH2241'
 BH2241'TO REACH FROM THE POST OFFICE IN ESCATAWPA, GO NORTH ON STATE HIGHWAY
 BH2241'63 FOR 1.05 MILES TO A MACADAM ROAD RIGHT, TURN RIGHT AND FOLLOW
 BH2241'MACADAM ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT AND YELLOW BRICK
 BH2241'HOUSE ON THE LEFT, TURN RIGHT, EAST, FOR 0.3 MILE TO RAILROAD
 BH2241'TRACKS, CROSS TRACKS AND GO ABOUT 50 FEET TO A SIDE ROAD RIGHT, TURN
 BH2241'RIGHT, SOUTH, FOR 0.15 MILE TO STATION DABNY ON THE RIGHT.
 BH2241'
 BH2241'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DABNY NO 3 1921, SET IN
 BH2241'THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 BH2241'INCHES.  IT IS 112 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 BH2241'79 FEET SOUTH OF A POWERLINE POLE, 64 FEET NORTH OF THE WEST GATE
 BH2241'POST, 28 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 12 FEET WEST OF
 BH2241'A ROAD RIGHT-OF-WAY FENCE.
 BH2241
 BH2241                          STATION RECOVERY (1970)
 BH2241
 BH2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2241'THE STATION WAS VISITED 2-26-70 AND THE STATION MARK, AZIMUTH MARK,
 BH2241'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 BH2241'REFERENCE MARK NO. 2 WAS PREVIOUSLY REPORTED DESTROYED AND COULD NOT
 BH2241'BE FOUND AT THIS DATE.  REFERENCE MARK NO. 3 HAD THE DISK BROKEN OUT
 BH2241'OF THE MONUMENT, BUT WAS SOLID.  A NEW DISK WAS SET IN THE MONUMENT
 BH2241'AND USED AS REFERENCE MARK NO. 4.  A NEW DESCRIPTION FOLLOWS-
 BH2241'
 BH2241'THE STATION IS LOCATED 5.2 MILES NORTHEAST OF MOSS POINT ON THE EAST
 BH2241'RIGHT-OF-WAY OF THE MISSISSIPPI EXPORT RAILROAD, 8.3 MILES
 BH2241'NORTHEAST OF PASAGOULA, IN THE NW 1/4 OF SECTION 32, T 6 N., R 5 W.,
 BH2241'
 BH2241'REFERENCE MARK NO. 4 IS 87.59 FEET EAST-NORTHEAST OF THE STATION, IT
 BH2241'IS ON THE PROPERTY OWNED BY MR. LLOYD PIERCE, 17 FEET SOUTH OF THE
 BH2241'SOUTHERNMOST PINE OF A GROUP, 73 FEET WNW OF THE PROJECTED PLANE OF
 BH2241'THE PIERCE HOUSE WHICH IS 150 YARDS NNE OF THE MARK, 18 FEET NNE
 BH2241'OF THE PIPE LINE SIGN, 102 FEET E OF THE EAST RAIL OF THE TRACKS,
 BH2241'79.5 FEET SOUTH OF THE POWER POLE WITH A GUY WIRE, 63 FEET ESE
 BH2241'AND ACROSS THE ROAD FROM A PIPELINE SIGN, 30.5 FEET ESE OF THE CENTER
 BH2241'OF KINGS DRIVE, AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 BH2241'REFERENCE MARK DISK, STAMPED DABNY 1921 NO 4 1970, FLUSH WITH THE
 BH2241'GROUND.
 BH2241'
 BH2241'TO REACH FROM THE POST OFFICE IN MOSS POINT, GO NORTH AND NORTHWEST
 BH2241'ON STATE HIGHWAY 63, FOR 0.85 MILE TO THE SWING BRIDGE OVER THE
 BH2241'ESCATAWPA RIVER, CONTINUE NORTH ON STATE HIGHWAY 63 FOR 1.8 MILE TO A
 BH2241'SIDE ROAD RIGHT AND A STORE IN THE SOUTHEAST ANGLE, GO NORTHEAST
 BH2241'ON SARACENNIA ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BH2241'GO EAST FOR 0.3 MILE TO A SIDE ROAD RIGHT, ON THE EAST SIDE OF THE
 BH2241'MISSISSIPPI EXPORT RAILROAD, TURN RIGHT AND GO SOUTHWEST ON KINGS
 BH2241'DRIVE FOR 0.15 MILE TO THE CROSSING OF THE PLANTATION PIPE LINE AND
 BH2241'THE STATION ON THE RIGHT.
 BH2241'
 BH2241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.2 MILES NE OF
 BH2241'MOSS POINT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0415 ***********************************************************************
 BH0415  DESIGNATION -  DABNY RM 4
 BH0415  PID         -  BH0415
 BH0415  STATE/COUNTY-  MS/JACKSON
 BH0415  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0415
 BH0415                         *CURRENT SURVEY CONTROL
 BH0415  ___________________________________________________________________
 BH0415* NAD 83(1986)-  30 28 46.     (N)    088 30 05.     (W)     SCALED    
 BH0415* NAVD 88     -         3.42   (+/-2cm)      11.2    (feet)  VERTCON   
 BH0415  ___________________________________________________________________
 BH0415  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0415  VERT ORDER  -  THIRD (See Below)
 BH0415
 BH0415.The horizontal coordinates were scaled from a topographic map and have
 BH0415.an estimated accuracy of +/- 6 seconds.
 BH0415
 BH0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0415.The vertical order pertains to the NGVD 29 superseded value.
 BH0415
 BH0415.The geoid height was determined by GEOID03.
 BH0415
 BH0415;                    North         East    Units  Estimated Accuracy
 BH0415;SPC MS E     -   108,620.      331,870.      MT  (+/- 180 meters Scaled)
 BH0415
 BH0415                          SUPERSEDED SURVEY CONTROL
 BH0415
 BH0415  NGVD 29 (??/??/??)    3.38   (m)           11.1    (f) RESET       3  
 BH0415
 BH0415.Superseded values are not recommended for survey control.
 BH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0415.See file dsdata.txt to determine how the superseded data were derived.
 BH0415
 BH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU558728(NAD 83)
 BH0415_MARKER: DR = REFERENCE MARK DISK
 BH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0415_STAMPING: DABNY 1921 NO 4 1970
 BH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0415+STABILITY: SURFACE MOTION
 BH0415
 BH0415  HISTORY     - Date     Condition        Report By
 BH0415  HISTORY     - 1970     MONUMENTED       NGS
 BH0415  HISTORY     - 20071204 POOR             LOWE
 BH0415
 BH0415                          STATION DESCRIPTION
 BH0415
 BH0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0415'6.1 MI NE FROM MOSS POINT.
 BH0415'LOCATED 6.1 MILES NORTHEAST ALONG THE MISSISSIPPI EXPORT RAILROAD FROM
 BH0415'THE RAILROAD STATION IN MOSS POINT, 87.59 FEET ENE OF THE STATION, ON
 BH0415'PROPERTY OWNED BY MR. LLOYD PIERCE, 17 FEET SOUTH OF THE SOUTHERMOST
 BH0415'PINE OF A GROUP OF PINES, 73 FEET WNW OF THE PROJECTED PLANE OF THE
 BH0415'PIERCE HOUSE, WHICH IS 150 YARDS NNE OF THE STATION, 18 FEET NNE OF
 BH0415'THE PIPELINE SIGN, 102 FEET EAST OF THE EAST RAIL OF THE TRACKS, 79.5
 BH0415'FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 63 FEET ESE AND ACROSS THE
 BH0415'ROAD FROM A PIPE LINE SIGN, 30.5 FEET ESE OF THE CENTER OF KINGS DRIVE
 BH0415'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A CONCRETE POST FLUSH
 BH0415'WITH THE GROUND.
 BH0415
 BH0415                          STATION RECOVERY (2007)
 BH0415
 BH0415'RECOVERY NOTE BY LOWE ENGINEERS 2007 (RW)
 BH0415'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7808 ***********************************************************************
 AJ7808  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7808  DESIGNATION -  DAENERA
 AJ7808  PID         -  AJ7808
 AJ7808  STATE/COUNTY-  MS/COVINGTON
 AJ7808  USGS QUAD   -  COLLINS (1982)
 AJ7808
 AJ7808                         *CURRENT SURVEY CONTROL
 AJ7808  ___________________________________________________________________
 AJ7808* NAD 83(2007)-  31 39 37.20334(N)    089 33 56.21349(W)     ADJUSTED  
 AJ7808* NAVD 88     -        86.9    (meters)     285.     (feet)  GPS OBS   
 AJ7808  ___________________________________________________________________
 AJ7808  EPOCH DATE  -        2002.00
 AJ7808  X           -      41,197.011 (meters)                     COMP
 AJ7808  Y           -  -5,433,817.648 (meters)                     COMP
 AJ7808  Z           -   3,328,463.996 (meters)                     COMP
 AJ7808  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AJ7808  ELLIP HEIGHT-          60.861 (meters)          (02/10/07) ADJUSTED
 AJ7808  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ7808
 AJ7808  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7808  Type    PID    Designation                      North   East  Ellip
 AJ7808  -------------------------------------------------------------------
 AJ7808  NETWORK AJ7808 DAENERA                           0.82   0.88   3.31
 AJ7808  -------------------------------------------------------------------
 AJ7808
 AJ7808.The horizontal coordinates were established by GPS observations
 AJ7808.and adjusted by the National Geodetic Survey in February 2007.
 AJ7808
 AJ7808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7808.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7808.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7808.The epoch date for horizontal control is a decimal equivalence
 AJ7808.of Year/Month/Day.
 AJ7808
 AJ7808.The orthometric height was determined by GPS observations and a
 AJ7808.high-resolution geoid model.
 AJ7808
 AJ7808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7808
 AJ7808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7808
 AJ7808.The ellipsoidal height was determined by GPS observations
 AJ7808.and is referenced to NAD 83.
 AJ7808
 AJ7808.The geoid height was determined by GEOID03.
 AJ7808
 AJ7808;                    North         East     Units Scale Factor Converg.
 AJ7808;SPC MS E     -   239,720.686   230,553.161   MT  1.00000946   -0 23 03.8
 AJ7808;SPC MS E     -   786,483.62    756,406.50   sFT  1.00000946   -0 23 03.8
 AJ7808;UTM  16      - 3,505,647.241   256,738.075   MT  1.00032991   -1 20 50.3
 AJ7808
 AJ7808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7808!SPC MS E     -   0.99999044  x   1.00000946  =   0.99999990
 AJ7808!UTM  16      -   0.99999044  x   1.00032991  =   1.00032035
 AJ7808
 AJ7808                          SUPERSEDED SURVEY CONTROL
 AJ7808
 AJ7808  ELLIP H (04/15/02)   60.864  (m)                       GP(       ) 4 2
 AJ7808  NAD 83(1993)-  31 39 37.20316(N)    089 33 56.21324(W) AD(       ) B
 AJ7808  ELLIP H (02/15/02)   60.862  (m)                       GP(       ) 4 1
 AJ7808
 AJ7808.Superseded values are not recommended for survey control.
 AJ7808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7808.See file dsdata.txt to determine how the superseded data were derived.
 AJ7808
 AJ7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA5673805647(NAD 83)
 AJ7808_MARKER: DD = SURVEY DISK
 AJ7808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7808_SP_SET: BRIDGE ABUTMENT
 AJ7808_STAMPING: DAENERA 2000
 AJ7808_MARK LOGO: NGS   
 AJ7808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7808+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7808
 AJ7808  HISTORY     - Date     Condition        Report By
 AJ7808  HISTORY     - 2000     MONUMENTED       NGS
 AJ7808
 AJ7808                          STATION DESCRIPTION
 AJ7808
 AJ7808'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7808'THE STATION IS ABOUT TWO MILES NORTH OF COLLINS, MS.  THE STATION MARK
 AJ7808'IS A DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST ABUTMENT OF
 AJ7808'A CONCRETE BRIDGE CARRYING ORA SWAMP ROAD OVER OKATOMA CREEK.  THE
 AJ7808'MARK IS 12 FT (3.7 M) SOUTH OF THE SOUTH, INSIDE, FACE OF THE CONCRETE
 AJ7808'HANDRAIL, 3.4 FT (1.0 M) BELOW THE LEVEL OF THE ROAD, 0.4 FT (12.2 CM)
 AJ7808'WEST OF THE EAST FACE OF THE ABUTMENT, AND 0.4 FT (12.2 CM) NORTH OF
 AJ7808'THE SOUTH END OF THE ABUTMENT.  TO REACH THE STATION FROM THE
 AJ7808'INTERSECTION OF US 84 AND US 49 ON THE WEST SIDE OF COLLINS, DRIVE
 AJ7808'NORTHWEST ON US 49 FOR 1.5 MILES (2.4 KM) TO ORA SWAMP ROAD. TURN
 AJ7808'RIGHT AND PROCEED NORTHEASTERLY 0.25 MILE (0.40 KM) TO AN AT-GRADE
 AJ7808'RAILROAD CROSSING, THEN CONTINUE ANOTHER 0.35 MILE (0.56 KM) TO THE
 AJ7808'BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2476 ***********************************************************************
 BH2476  DESIGNATION -  DAHL
 BH2476  PID         -  BH2476
 BH2476  STATE/COUNTY-  MS/GEORGE
 BH2476  USGS QUAD   -  MERRILL (1982)
 BH2476
 BH2476                         *CURRENT SURVEY CONTROL
 BH2476  ___________________________________________________________________
 BH2476* NAD 83(1993)-  30 56 58.69093(N)    088 37 56.91110(W)     ADJUSTED  
 BH2476* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BH2476  ___________________________________________________________________
 BH2476  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BH2476  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH2476  HORZ ORDER  -  SECOND
 BH2476
 BH2476.The horizontal coordinates were established by classical geodetic methods
 BH2476.and adjusted by the National Geodetic Survey in May 1994.
 BH2476
 BH2476.The orthometric height was scaled from a topographic map.
 BH2476
 BH2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2476
 BH2476.The geoid height was determined by GEOID03.
 BH2476
 BH2476;                    North         East     Units Scale Factor Converg.
 BH2476;SPC MS E     -   160,710.546   319,191.931   MT  0.99995454   +0 06 11.9
 BH2476;SPC MS E     -   527,264.52  1,047,215.53   sFT  0.99995454   +0 06 11.9
 BH2476;UTM  16      - 3,425,163.074   344,062.154   MT  0.99989996   -0 50 23.0
 BH2476
 BH2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2476!SPC MS E     -   0.99999614  x   0.99995454  =   0.99995068
 BH2476!UTM  16      -   0.99999614  x   0.99989996  =   0.99989610
 BH2476
 BH2476|---------------------------------------------------------------------|
 BH2476| PID    Reference Object                     Distance      Geod. Az  |
 BH2476|                                                           dddmmss.s |
 BH2476| DD7781 DAHL RM 1                            33.040 METERS 02633     |
 BH2476| BH2473 ESSEX                               APPROX. 0.6 KM 1682909.2 |
 BH2476| DD7782 DAHL RM 2                            20.080 METERS 27051     |
 BH2476| BH2475 ALDEN                               267.931 METERS 33614     |
 BH2476|---------------------------------------------------------------------|
 BH2476
 BH2476                          SUPERSEDED SURVEY CONTROL
 BH2476
 BH2476  NAD 83(1993)-  30 56 58.69782(N)    088 37 56.90767(W) AD(       ) 2
 BH2476  NAD 83(1986)-  30 56 58.70918(N)    088 37 56.91074(W) AD(       ) 2
 BH2476  NAD 27      -  30 56 58.03900(N)    088 37 56.81800(W) AD(       ) 2
 BH2476
 BH2476.Superseded values are not recommended for survey control.
 BH2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2476.See file dsdata.txt to determine how the superseded data were derived.
 BH2476
 BH2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4406225163(NAD 83)
 BH2476_MARKER: DS = TRIANGULATION STATION DISK
 BH2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2476
 BH2476  HISTORY     - Date     Condition        Report By
 BH2476  HISTORY     - 1921     MONUMENTED       CGS
 BH2476  HISTORY     - 1971     GOOD             MSHD
 BH2476  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH2476
 BH2476                          STATION DESCRIPTION
 BH2476
 BH2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2476'STATION IS 3-3/4 MILES N OF LUCEDALE ON E RIGHT SIDE OF TRACK ON
 BH2476'EXTENSION OF BACK TANGENT OF W, LEFT RAIL, 75 METERS N OF POINT OF
 BH2476'TANGENCY, 75 METERS S OF SECTION POST NO.5.  ON E EDGE OF FILL, 1.95
 BH2476'METERS (6.40 FEET) E OF E AND NEAREST RAIL.
 BH2476'
 BH2476'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2476'CONCRET.
 BH2476'
 BH2476'REFERENCE MARK NO.1 ON W SIDE OF TRACK, BLAZE ON PINE TREE.
 BH2476'
 BH2476'REFERENCE MARK NO.2 ON E SIDE OF TRACK, BLAZE ON GUM TREE.
 BH2476
 BH2476                          STATION RECOVERY (1971)
 BH2476
 BH2476'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2476'THE STATION WAS VISITED 5-4-71 AND THE STATION MARK WAS FOUND IN GOOD
 BH2476'CONDITION.  THE TREES ACTING AS REFERENCE MARKS ARE NO LONGER
 BH2476'THERE.
 BH2476'
 BH2476'THE STATION IS LOCATED 3 MILES NORTHWEST OF LUCEDALE ON THE EXTENSION
 BH2476'OF THE BACK TANGENT OF THE WEST LEFT RAIL OF THE FIRST CURVE SOUTH
 BH2476'OF AN OVERPASS IN THE NORTHEAST 1/4 OF SECTION 24, T1S, R7W.  IT IS 7
 BH2476'FEET EAST OF THE EAST RAIL, 86 FEET SOUTHEAST OF POLE NO. 1457, 126
 BH2476'FEET NORTHEAST OF POLE NO. 1458, 1 FOOT WEST OF A METAL WITNESS POST
 BH2476'ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS 12 INCHES
 BH2476'BELOW THE SURFACE OF THE GROUND.
 BH2476'
 BH2476'IT IS A TRIANGULATION DISK, STAMPED DAHL 1921.
 BH2476'
 BH2476'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH2476'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26
 BH2476'AND 63.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 3.9 MILES TO A SIDE
 BH2476'ROAD RIGHT 0.3 MILE BEYOND THE BEXLEY WATER TANK.  TURN RIGHT AND
 BH2476'CONTINUE NORTHEAST ON A GRAVEL ROAD FOR 0.6 MILE TO A BRIDGE OVER THE
 BH2476'GM AND O RAILROAD TRACK.  THEN GO ABOUT 0.55 MILES SOUTHEAST
 BH2476'ALONG THE RAILROAD TRACK TO THE MARK ON THE LEFT.
 BH2476'
 BH2476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHWEST
 BH2476'OF LUCEDALE
 BH2476
 BH2476                          STATION RECOVERY (1979)
 BH2476
 BH2476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RCP)
 BH2476'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2491 ***********************************************************************
 BH2491  DESIGNATION -  DAISY
 BH2491  PID         -  BH2491
 BH2491  STATE/COUNTY-  MS/JACKSON
 BH2491  USGS QUAD   -  VESTRY (1982)
 BH2491
 BH2491                         *CURRENT SURVEY CONTROL
 BH2491  ___________________________________________________________________
 BH2491* NAD 83(1993)-  30 42 06.36438(N)    088 45 25.65514(W)     ADJUSTED  
 BH2491* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 BH2491  ___________________________________________________________________
 BH2491  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BH2491  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 BH2491  HORZ ORDER  -  SECOND
 BH2491
 BH2491.The horizontal coordinates were established by classical geodetic methods
 BH2491.and adjusted by the National Geodetic Survey in May 1994.
 BH2491
 BH2491.The orthometric height was scaled from a topographic map.
 BH2491
 BH2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2491
 BH2491.The geoid height was determined by GEOID03.
 BH2491
 BH2491;                    North         East     Units Scale Factor Converg.
 BH2491;SPC MS E     -   133,216.793   307,300.272   MT  0.99995066   +0 02 20.1
 BH2491;SPC MS E     -   437,062.10  1,008,200.98   sFT  0.99995066   +0 02 20.1
 BH2491;UTM  16      - 3,397,868.794   331,721.566   MT  0.99994933   -0 53 50.4
 BH2491
 BH2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2491!SPC MS E     -   0.99999556  x   0.99995066  =   0.99994622
 BH2491!UTM  16      -   0.99999556  x   0.99994933  =   0.99994489
 BH2491
 BH2491:                Primary Azimuth Mark                     Grid Az
 BH2491:SPC MS E     -  DAISY AZ MK                              152 59 04.7
 BH2491:UTM  16      -  DAISY AZ MK                              153 55 15.2
 BH2491
 BH2491|---------------------------------------------------------------------|
 BH2491| PID    Reference Object                     Distance      Geod. Az  |
 BH2491|                                                           dddmmss.s |
 BH2491| DD7783 DAISY AZ MK                                        1530124.8 |
 BH2491| DD7784 DAISY RM 1                           32.644 METERS 16441     |
 BH2491| DD7785 DAISY RM 2                           27.472 METERS 25308     |
 BH2491|---------------------------------------------------------------------|
 BH2491
 BH2491                          SUPERSEDED SURVEY CONTROL
 BH2491
 BH2491  NAD 83(1993)-  30 42 06.37700(N)    088 45 25.64949(W) AD(       ) 2
 BH2491  NAD 83(1986)-  30 42 06.38432(N)    088 45 25.65070(W) AD(       ) 2
 BH2491  NAD 27      -  30 42 05.69200(N)    088 45 25.54700(W) AD(       ) 2
 BH2491
 BH2491.Superseded values are not recommended for survey control.
 BH2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2491.See file dsdata.txt to determine how the superseded data were derived.
 BH2491
 BH2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3172297869(NAD 83)
 BH2491_MARKER: DS = TRIANGULATION STATION DISK
 BH2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2491
 BH2491  HISTORY     - Date     Condition        Report By
 BH2491  HISTORY     - 1943     MONUMENTED       CGS
 BH2491  HISTORY     - 1958     GOOD             CGS
 BH2491  HISTORY     - 1968     GOOD             MSHD
 BH2491
 BH2491                          STATION DESCRIPTION
 BH2491
 BH2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2491'THE STATION IS LOCATED ABOUT 12.5 MILES NW OF VANCLEAVE, 1.2 MILES S
 BH2491'OF THE DAISY VESTRY SCHOOL, 1 MILE W OF MISSISSIPPI STATE HIGHWAY 59,
 BH2491'ON LAND OWNED BY UPTON S. DAVIS.  THE MARK IS 44.5 FEET W OF THE
 BH2491'PICKET FENCE AROUND THE DAVIS FARMYARD, 62 FEET NE OF THE NE
 BH2491'FENCE CORNER POST OF A PECAN GROVE, 21.6 FEET S OF THE PICKET FENCE
 BH2491'OF THE GARDEN.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 BH2491'DISK IS STAMPED DAISY 1943.
 BH2491'
 BH2491'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2491'SET IN CONCRETE.
 BH2491'
 BH2491'REFERENCE MARK NO. 1 IS 107.10 FEET S OF THE STATION, 49.6 FEET S OF
 BH2491'THE NE FENCE CORNER POST OF A PECAN GROVE, 20 FEET W
 BH2491'OF THE CENTER LINE OF A GRADED DIRT ROAD.  THE DISK IS STAMPED DAISY
 BH2491'NO. 1 1943.
 BH2491'
 BH2491'REFERENCE MARK NO.2 IS 90.13 FEET W OF THE STATION, 54 FEET N OF THE
 BH2491'CENTER LINE OF A GRADED DIRT ROAD, 1 FOOT E OF THE SE CORNER OF THE
 BH2491'FARM GARAGE.  THE DISK IS STAMPED DAISY NO.2 1943.
 BH2491'
 BH2491'THE AZIMUTH MARK IS 0.2 MILE S OF THE STATION, 18 FEET W OF THE
 BH2491'CENTER LINE OF A GRADED ROAD, 10 FEET E OF A N-S FENCE LINE, 3 FEET
 BH2491'N OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED DAISY 1943.
 BH2491'
 BH2491'TO REACH THE STATION FROM THE VANCLEAVE POST OFFICE, GO N ON
 BH2491'MISSISSIPPI STATE HIGHWAY 59 FOR 14 MILES TO CROSS ROAD AT A
 BH2491'WHITE HOUSE IN SE ANGLE OF ROAD, HERE TURN LEFT ON GRADED DIRT ROAD
 BH2491'AND GO 1.3 MILES TO THE UPTON S. DAVIS FARMHOUSE ON THE
 BH2491'RIGHT AND STATION.
 BH2491'
 BH2491'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON A GRADED DIRT
 BH2491'ROAD FOR 0.2 MILE AND MARK ON THE RIGHT.
 BH2491'
 BH2491'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BH2491
 BH2491                          STATION RECOVERY (1958)
 BH2491
 BH2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2491'THE STATION WAS VISITED 12-10-58 AND THE STATION MARK AND REFERENCE
 BH2491'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BH2491'AZIMUTH MARK WAS NOT FOUND AT THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 BH2491'
 BH2491'THE STATION IS LOCATED 12.5 MILES NORTH-NORTHWEST OF VANCLEAVE, 1.15
 BH2491'MILES WEST OF STATE HIGHWAY 59 ON PROPERTY OWNED BY UPTON DAISY,
 BH2491'AT A CURVE IN THE GRADED ROAD AND IN FRONT OF MR. DAISYS HOUSE.  IT
 BH2491'IS 52 FEET NORTH OF THE CENTER OF THE ROAD AT A CURVE, 20 FEET
 BH2491'SOUTH OF A FENCE LINE, 49 FEET SOUTHWEST OF A FENCE CORNER, 62 FEET
 BH2491'NORTH OF THE NORTH FENCE CORNER OF A PECAN ORCHARD, 83 FEET WEST
 BH2491'OF THE NORTHWEST CORNER OF THE HOUSE, 30 FEET WEST OF A 3-FOOT WATER
 BH2491'OAK TREE, AND 45 FEET WEST OF A YARD FENCE.  IT IS A STANDARD DISK,
 BH2491'STAMPED DAISY 1943, FLUSH WITH THE GROUND.
 BH2491'
 BH2491'REFERENCE MARK NO. 1 IS 107.10 FEET SOUTH OF THE STATION, 2 FEET EAST
 BH2491'OF THE EAST FENCE OF A PECAN ORCHARD, 48 FEET SOUTH OF THE
 BH2491'NORTHEAST CORNER OF THE FENCE, 21 FEET WEST OF THE CENTER OF THE
 BH2491'ROAD, AND 48 FEET WEST-NORTHWEST OF A 4-FOOT OAK TREE.  IT IS A
 BH2491'STANDARD DISK, STAMPED DAISY NO 1 1943, PROJECTING 4 INCHES.
 BH2491'
 BH2491'REFERENCE MARK NO. 2 IS 90.13 FEET WEST OF THE STATION, 5.5 FEET EAST
 BH2491'OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 1 FOOT SOUTH OF A FENCE
 BH2491'LINE AND 52 FEET NORTH OF THE CENTER OF THE ROAD.  IT IS A STANDARD
 BH2491'DISK, TAMPED DAISY NO 2 1943, PROJECTING 8 INCHES.
 BH2491'
 BH2491'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 18 FEET WEST OF
 BH2491'THE CENTER OF THE ROAD AND 10 FEET EAST OF A NORTH- SOUTH FENCE
 BH2491'LINE.  IT IS A STANDARD DISK, STAMPED DAISY 1943.
 BH2491'
 BH2491'TO REACH THE STATION FROM THE POST OFFICE IN VANCLEAVE GO NORTH ON
 BH2491'STATE HIGHWAY 59 FOR 12.8 MILES TO A CROSSROAD ON THE TOP OF A
 BH2491'HILL (1.4 MILES SOUTH OF THE BRIDGE OVER RED CREEK), TURN LEFT AND GO
 BH2491'NORTHWEST FOR 1.15 MILE WHERE THE ROAD TURNS WEST AND THE MARK
 BH2491'AND MR. DAISYS HOUSE ON THE RIGHT.
 BH2491
 BH2491                          STATION RECOVERY (1968)
 BH2491
 BH2491'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2491'THE STATION WAS VISITED 8-2-68 AND THE STATION MARK, REFERENCE MARK,
 BH2491'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH WAS
 BH2491'NOT FOUND.  THE DISTANCE TO RM 2 FAILED TO CHECK.
 BH2491'
 BH2491'THE STATION IS LOCATED 2.7 MILES SOUTHEAST OF VESTRY AND 12 MILES
 BH2491'NORTHWEST OF VANCLEAVE IN THE NORTHEAST 1/4 OF SECTION 14, T
 BH2491'4S, R 8W AND ON PROPERTY OWNED BY MR. UPTON DAVIS.  IT IS 41 FEET
 BH2491'NORTH OF THE PROJECTED CENTER OF A GRAVELED ROAD, 1 FOOT EAST
 BH2491'OF THE PROJECTED CENTER OF A GRAVELED ROAD, 30 FEET WEST OF A 24 INCH
 BH2491'OAK, 48.5 FEET SOUTHWEST OF A T FENCE CORNER, 63 FEET NORTH
 BH2491'NORTHEAST OF THE NORTHEAST CORNER OF A PECAN ORCHARD FENCE, 83 FEET
 BH2491'WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 20.5 FEET NORTH
 BH2491'OF THE EXTENDED NORTH WALL OF A FRAME HOUSE.
 BH2491'
 BH2491'IT IS A STANDARD TRIANGULATION DISK, STAMPED DAISY 1943 FLUSH WITH
 BH2491'THE GROUND.
 BH2491'
 BH2491'REFERENCE MARK NO. 1 IS 107.10 FEET SOUTH OF THE STATION.  IT IS 19
 BH2491'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 46.5 FEET SOUTH OF
 BH2491'THE NORTHEAST CORNER OF A FENCE AROUND A PECAN ORCHARD, 96 FEET
 BH2491'SOUTHWEST OF A 24 INCH OAK, 2 FEET EAST OF A FENCE AND 1 FOOT WEST
 BH2491'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED DAISY NO 1
 BH2491'1943 PROJECTING 6 INCHES.
 BH2491'
 BH2491'REFERENCE MARK NO. 2 IS 90.03 FEET WEST OF THE STATION.  IT IS 52
 BH2491'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 117 FEET NORTHWEST OF A
 BH2491'24 INCH OAK, 97 FEET NORTHWEST OF THE NORTHEAST CORNER OF A FENCE
 BH2491'AROUND A PECAN ORCHARD, 1 FOOT SOUTH OF A FENCE CORNER AND 1 FOOT
 BH2491'EAST OF A METAL WITNESS POST.
 BH2491'
 BH2491'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 137.86 FEET.
 BH2491'
 BH2491'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 18 FEET
 BH2491'WEST OF THE CENTER OF A GRAVELED ROAD AND 10 FEET EAST OF A
 BH2491'FENCE.
 BH2491'
 BH2491'TO REACH THE STATION FROM THE VANCLEAVE HIGH SCHOOL AT THE NORTH EDGE
 BH2491'OF VANCLEAVE GO NORTHWEST ON MISSISSIPPI HIGHWAY 57 FOR 12.65 MILES
 BH2491'TO A CROSSROADS.  TURN LEFT (SOUTHWEST) AND CONTINUE ON AN ALL
 BH2491'WEATHER ROAD FOR 1.15 MILES TO WHERE THE ROAD CURVES SHARP LEFT AND
 BH2491'THE STATION STRAIGHT AHEAD AS DESCRIBED.
 BH2491'
 BH2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.7 MILES SOUTHEAST
 BH2491'OF VESTRY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0525 ***********************************************************************
 BH0525  DESIGNATION -  DALE
 BH0525  PID         -  BH0525
 BH0525  STATE/COUNTY-  MS/GEORGE
 BH0525  USGS QUAD   -  BENNDALE (1982)
 BH0525
 BH0525                         *CURRENT SURVEY CONTROL
 BH0525  ___________________________________________________________________
 BH0525* NAD 83(1993)-  30 50 06.18473(N)    088 46 57.38297(W)     ADJUSTED  
 BH0525* NAVD 88     -        49.55   (+/-2cm)     162.6    (feet)  VERTCON   
 BH0525  ___________________________________________________________________
 BH0525  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BH0525  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH0525  HORZ ORDER  -  FIRST
 BH0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0525
 BH0525.The horizontal coordinates were established by classical geodetic methods
 BH0525.and adjusted by the National Geodetic Survey in May 1994.
 BH0525
 BH0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0525.The vertical order pertains to the NGVD 29 superseded value.
 BH0525
 BH0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0525
 BH0525.The geoid height was determined by GEOID03.
 BH0525
 BH0525;                    North         East     Units Scale Factor Converg.
 BH0525;SPC MS E     -   147,991.210   304,852.717   MT  0.99995029   +0 01 33.6
 BH0525;SPC MS E     -   485,534.49  1,000,170.96   sFT  0.99995029   +0 01 33.6
 BH0525;UTM  16      - 3,412,681.354   329,516.219   MT  0.99995854   -0 54 50.1
 BH0525
 BH0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0525!SPC MS E     -   0.99999672  x   0.99995029  =   0.99994701
 BH0525!UTM  16      -   0.99999672  x   0.99995854  =   0.99995526
 BH0525
 BH0525|---------------------------------------------------------------------|
 BH0525| PID    Reference Object                     Distance      Geod. Az  |
 BH0525|                                                           dddmmss.s |
 BH0525| DD7789 DALE RM 3                            13.325 METERS 02742     |
 BH0525| BH0526 DALE RM 1                            35.819 METERS 03826     |
 BH0525| BH0524 DALE AZ MK                                         1665433.0 |
 BH0525| BH0527 DALE RM 2                            30.434 METERS 31659     |
 BH0525|---------------------------------------------------------------------|
 BH0525
 BH0525                          SUPERSEDED SURVEY CONTROL
 BH0525
 BH0525  NAD 83(1993)-  30 50 06.19637(N)    088 46 57.37967(W) AD(       ) 1
 BH0525  NAD 83(1986)-  30 50 06.20228(N)    088 46 57.38118(W) AD(       ) 1
 BH0525  NAD 27      -  30 50 05.53500(N)    088 46 57.26300(W) AD(       ) 1
 BH0525  NGVD 29 (??/??/??)   49.545  (m)          162.55   (f) ADJUSTED    2 0
 BH0525
 BH0525.Superseded values are not recommended for survey control.
 BH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0525.See file dsdata.txt to determine how the superseded data were derived.
 BH0525
 BH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2951612681(NAD 83)
 BH0525_MARKER: DS = TRIANGULATION STATION DISK
 BH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0525_STAMPING: DALE 1942
 BH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0525+STABILITY: SURFACE MOTION
 BH0525
 BH0525  HISTORY     - Date     Condition        Report By
 BH0525  HISTORY     - 1942     MONUMENTED       CGS
 BH0525  HISTORY     - 1943     GOOD             CGS
 BH0525  HISTORY     - 1959     GOOD             CGS
 BH0525  HISTORY     - 1971     GOOD             MSHD
 BH0525  HISTORY     - 1971     GOOD             MSHD
 BH0525
 BH0525                          STATION DESCRIPTION
 BH0525
 BH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH0525'THE STATION IS LOCATED ABOUT 6 MILES S AND 11.5 MILES W OF LUCEDALE
 BH0525'ON LAND OWNED AND OCCUPIED BY NANCY REEVES.  IT IS 150 FEET SE OF
 BH0525'THE SE CORNER OF THE REEVES FARMHOUSE, 69 FEET W OF THE CENTER LINE
 BH0525'OF A GRAVEL ROAD, 35 FEET E OF A N-S FENCE LINE, 34 FEET SW OF A
 BH0525'TRIANGULAR-BLAZED PINE TREE, 4.3 FEET N OF A 4 BY 4 WHITE POST.  THE
 BH0525'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DALE 1942.
 BH0525'
 BH0525'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH0525'SET IN CONCRETE.
 BH0525'
 BH0525'REFERENCE MARK NO.1 IS 117.52 FEET NE OF THE STATION, 39 FEET S OF A
 BH0525'FIELD GATE, 25 FEET E OF THE CENTER LINE OF GRAVEL ROAD, 0.8 FOOT W
 BH0525'OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 BH0525'DALE NO.1 1942.
 BH0525'
 BH0525'REFERENCE MARK NO.2 IS 99.85 FEET NW OF THE STATION.  IT IS 52 FEET
 BH0525'SW OF THE CENTER LINE OF THE REEVES FARM ROAD, 27 FEET S OF THE SE
 BH0525'CORNER OF A SMALL SHACK, 1 FOOT E OF THE GARDEN FENCE.  THE MARK
 BH0525'PROJECTS 6 INCHES AND THE DISK IS STAMPED DALE NO.2 1942.
 BH0525'
 BH0525'THE AZIMUTH MARK IS 0.15 MILE S OF THE STATION, 74 FEET W OF THE
 BH0525'CENTER LINE OF A GRAVEL ROAD, 12 FEET N OF THE CENTER LINE OF WOODS
 BH0525'ROAD, 4.2 FEET N OF A 4 BY 4 WHITE POST.  THE MARK PROJECTS 7 INCHES
 BH0525'AND THE DISK IS STAMPED DALE 1942.
 BH0525'
 BH0525'TO REACH THE STATION FROM THE LUCEDALE POST OFFICE BY GOING W 0.3
 BH0525'MILE ON STATE HIGHWAY 15 TO THE JUNCTION OF STATE HIGHWAY 26,
 BH0525'HERE TURN LEFT ON STATE HIGHWAY 26 AND GO 14.8 MILES TO WILKERSONS
 BH0525'FERRY.  CROSS RIVER AND CONTINUE ON HIGHWAY 26 FOR 0.5 MILE,
 BH0525'THENCE RIGHT ON GRADED DIRT ROAD FOR 2.55 MILES TO REEVES FARMHOUSE
 BH0525'AND STATION ON THE LEFT.
 BH0525
 BH0525                          STATION RECOVERY (1943)
 BH0525
 BH0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH0525'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE IN
 BH0525'VERY GOOD CONDITION, ALL DISTANCES TO REFERENCE MARKS WERE
 BH0525'CHECKED AND FOUND TO BE CORRECT.
 BH0525
 BH0525                          STATION RECOVERY (1959)
 BH0525
 BH0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH0525'THE STATION WAS VISITED 7-21-59 AND THE STATION MARK, REFERENCE MARK
 BH0525'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH0525'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS
 BH0525'ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS VISIBLE
 BH0525'FROM THE STATION BUT SOME CLEARING WILL BE NECESSARY IN THE FUTURE.
 BH0525'A NEW DESCRIPTION FOLLOWS-
 BH0525'
 BH0525'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF LUCEDALE AND 2.9
 BH0525'MILES SOUTH OF STATE HIGHWAY 26, ON THE WEST SIDE OF STATE HIGHWAY
 BH0525'59, ON PROPERTY OWNED BY MR. ROUSE.  IT IS 180 FEET SOUTHEAST OF THE
 BH0525'SOUTHEAST CORNER OF MR. ROUSES HOUSE, 67 FEET WEST OF THE
 BH0525'CENTERLINE OF STATE HIGHWAY 59, 154 FEET WEST-SOUTHWEST OF THE SOUTH
 BH0525'END OF A CATTLE GUARD IN DRIVEWAY LEADING TO THE HOUSE, 17.5 FEET
 BH0525'WEST OF A 12-INCH CEDAR TREE AND 1 FOOT WEST OF A METAL WITNESS POST
 BH0525'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED DALE
 BH0525'1942, PROJECTING 6 INCHES.
 BH0525'
 BH0525'REFERENCE MARK NO. 2 IS 99.85 FEET NORTHWEST OF THE STATION, 118 FEET
 BH0525'WEST OF THE CENTERLINE OF STATE HIGHWAY 59, 80 FEET SOUTHEAST OF
 BH0525'THE SOUTHEAST CORNER OF THE HOUSE, 1 FOOT EAST OF A GARDEN FENCE, 3
 BH0525'FEET SOUTH OF A 12-INCH PINE TREE.  IT IS A STANDARD DISK,
 BH0525'STAMPED DALE NO 2 1942, PROJECTING 4 INCHES.
 BH0525'
 BH0525'REFERENCE MARK NO. 3 IS 43.72 FEET NORTHEAST OF THE STATION, 39 FEET
 BH0525'WEST OF THE CENTERLINE OF STATE HIGHWAY 59, 113 FEET SOUTH OF THE
 BH0525'SOUTH END OF THE CATTLE GUARD, 7 FEET NORTH OF A 10-INCH OAK TREE,
 BH0525'AND 11.5 FEET SOUTH OF A 12-INCH CEDAR TREE.  IT IS A STANDARD
 BH0525'DISK, STAMPED DALE NO 3 1942, PROJECTING 6 INCHES.
 BH0525'
 BH0525'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION IN THE NORTHWEST
 BH0525'ANGLE OF THE JUNCTION OF STATE HIGHWAY 59 AND A SIDE ROAD
 BH0525'LEADING WEST.  IT IS 73 FEET WEST OF STATE HIGHWAY 59, 20 FEET NORTH
 BH0525'OF THE CENTER OF THE ROAD LEADING WEST, 17 FEET OF A 2-FOOT
 BH0525'TRIANGULAR BLAZED PINE TREE AND 1 FOOT NORTH OF A METAL WITNESS POST
 BH0525'BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED DALE 1942,
 BH0525'PROJECTING 6 INCHES.
 BH0525'
 BH0525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 AND 26 IN
 BH0525'LUCEDALE, GO SOUTH AND WEST ON STATE HIGHWAY 26 FOR 14.2 MILES TO
 BH0525'A CROSSROAD AND JUNCTION WITH STATE HIGHWAY 59, TURN LEFT AND GO
 BH0525'SOUTH ON STATE HIGHWAY 59 FOR 2.9 MILES TO THE STATION ON
 BH0525'THE RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO THE SIDE ROAD RIGHT AND
 BH0525'THE AZIMUTH MARK ON THE RIGHT.
 BH0525
 BH0525                          STATION RECOVERY (1971)
 BH0525
 BH0525'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH0525'THE STATION WAS VISITED 8-11-71 AND THE STATION MARK, REFERENCE
 BH0525'MARK, NO. 2, NO. 3, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH0525'
 BH0525'THE STATION IS LOCATED 13.1 MILES SOUTHWEST OF LUCEDALE, 2.9
 BH0525'MILES SOUTHEAST OF THE COMMUNITY OF BENNDALE, IN A GARDEN PLOT
 BH0525'OF THE WEST SIDE OF STATE HIGHWAY 57, ON THE PROPERTY OF
 BH0525'MRS. MARY E. BRELAND.  THE AZIMUTH IS ON PROPERTY OWNED BY
 BH0525'MRS. LILAN CARTER.  IT IS 180 FEET SOUTHEAST OF THE SOUTHEAST
 BH0525'CORNER OF A FRAME HOUSE, 68 FEET WEST OF THE CENTER OF STATE
 BH0525'HIGHWAY 57, 51.5 FEET SOUTHWEST OF THE NORTH ONE OF A ROW OF
 BH0525'CEDARS, 17 FEET NORTHWEST OF A 14-INCH CEDAR, 32.5 FEET WEST
 BH0525'OF A FENCE, 34.5 FEET EAST OF A 9-INCH PECAN, 109 FEET
 BH0525'SOUTHWEST OF THE NORTHEAST CORNER OF A FENCE, 1 FOOT WEST OF A
 BH0525'METAL WITNESS POST AND 144 FEET NORTH OF THE CENTER OF A
 BH0525'GRAVEL ROAD.  NOTE--THE AZIMUTH IS NOT VISIBLE FROM THE
 BH0525'STATION.
 BH0525'
 BH0525'IT IS A TRIANGULATION DISK, STAMPED DALE 1942 PROJECTING 2
 BH0525'INCHES.
 BH0525'
 BH0525'REFERENCE MARK NO. 2 IS 99.85 FEET NORTHWEST OF THE STATION.  IT
 BH0525'IS 118 FEET WEST OF THE CENTER OF STATE HIGHWAY 57, 71 FEET SOUTH
 BH0525'OF THE CENTER OF A DRIVEWAY, 79.5 FEET SOUTHEAST OF THE SOUTHEAST
 BH0525'CORNER OF A FRAME HOUSE, 60 FEET SOUTH OF THE PROJECTED PLANE
 BH0525'OF THE SOUTH WALL OF THE HOUSE, 14 FEET WEST-NORTHWEST OF A
 BH0525'9-INCH CEDAR, 18 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A
 BH0525'GARDEN FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BH0525'REFERENCE MARK DISK, STAMPED DALE NO 2 1942, PROJECTING 6
 BH0525'INCHES.
 BH0525'
 BH0525'REFERENCE MARK NO. 3 IS 43.72 FEET NORTHEAST OF THE STATION.  IT
 BH0525'IS 39 FEET WEST OF THE CENTER OF STATE HIGHWAY 57, 71 FEET SOUTH
 BH0525'OF THE NORTHEAST CORNER OF A GARDEN FENCE, 11.5 FEET SOUTH OF THE
 BH0525'NORTH ONE OF A ROW OF CEDARS, 6.5 FEET NORTHEAST OF A 9-INCH
 BH0525'CEDAR, 4 FEET WEST OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS
 BH0525'POST.  IT IS A REFERENCE MARK DISK STAMPED DALE NO 3 1942,
 BH0525'PROJECTING 4 INCHES.
 BH0525'
 BH0525'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 94.82
 BH0525'FEET.
 BH0525'
 BH0525'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 BH0525'74.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 57, 20 FEET NORTH
 BH0525'OF THE CENTER OF A DRIVEWAY LEADING TO A MOBILE HOME, 26 FEET
 BH0525'WEST OF A POWER POLE WITH A GUY WIRE AND TRANSFORMER, 108 FEET
 BH0525'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 47 FEET EAST
 BH0525'OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 10 FEET
 BH0525'EAST OF A 9-INCH GUM AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BH0525'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DALE 1942,
 BH0525'PROJECTING 6 INCHES.
 BH0525'
 BH0525'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BH0525'WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE
 BH0525'HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR
 BH0525'14.6 MILES TO THE INTERSECTION OF STATE HIGHWAY 57 IN
 BH0525'BENNDALE.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 57 FOR
 BH0525'2.7 MILES TO A BLADED ROAD ON THE LEFT AND THE ANTIOCH METHODIST
 BH0525'CHURCH ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 57 FOR
 BH0525'0.5 MILE TO THE STATION ON THE RIGHT JUST BEFORE REACHING A
 BH0525'PRIVATE ROAD ON THE RIGHT.  TO REACH THE AZIMUTH CONTINUE
 BH0525'SOUTH ON STATE HIGHWAY 57 FOR 0.25 MILE TO A DRIVEWAY AND THE
 BH0525'MARK ON THE RIGHT (0.1 MILE BEYOND A SIDE ROAD LEFT).
 BH0525'
 BH0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0525'13.1 MILES SOUTHWEST OF LUCEDALE.
 BH0525
 BH0525                          STATION RECOVERY (1971)
 BH0525
 BH0525'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0525'13.1 MI SW FROM LUCEDALE.
 BH0525'THE MARK IS LOCATED 13.1 MILES SOUTHWEST OF LUCEDALE, 2.9 MILES
 BH0525'SOUTHEAST OF THE COMMUNITY OF BENNDALE IN THE GARDEN PLOT ON THE WEST
 BH0525'SIDE OF STATE HIGHWAY 57, ON THE PROPERTY OF MRS. MARY E. BRELAND. IT
 BH0525'IS 180 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 68
 BH0525'FEET WEST OF THE CENTER OF HIGHWAY 57, 51.5 FEET SOUTHWEST OF THE
 BH0525'NORTH ONE OF A ROW OF CEDARS, 17 FEET NORTHWEST OF A 14-INCH CEDAR,
 BH0525'32.5 FEET WEST OF A FENCE, 34.5 FEET EAST OF A 9-INCH PECAN, 109 FEET
 BH0525'SOUTHWEST OF THE NORTHEAST CORNER OF A GARDEN FENCE, 144 FEET NORTH OF
 BH0525'THE CENTER OF A GRAVEL ROAD, 1 FOOT WEST OF A METAL WITNESS POST. IT
 BH0525'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE
 BH0525'THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH THE MARK
 BH0525'FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR
 BH0525'0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE
 BH0525'SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION OF STATE
 BH0525'HIGHWAY 57 IN BENNDALE.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY
 BH0525'57 FOR 2.7 MILES TO A BLADED ROAD ON THE LEFT AND THE ANTIOCH
 BH0525'METHODIST CHURCH ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 57 FOR
 BH0525'0.5 MILES TO THE MARK ON THE RIGHT JUST BEFORE REACHING A PRIVATE ROAD
 BH0525'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2401 ***********************************************************************
 BW2401  DESIGNATION -  DALE
 BW2401  PID         -  BW2401
 BW2401  STATE/COUNTY-  MS/FRANKLIN
 BW2401  USGS QUAD   -  CRANFIELD (1988)
 BW2401
 BW2401                         *CURRENT SURVEY CONTROL
 BW2401  ___________________________________________________________________
 BW2401* NAD 83(1993)-  31 33 51.74623(N)    091 07 34.99440(W)     ADJUSTED  
 BW2401* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 BW2401  ___________________________________________________________________
 BW2401  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BW2401  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW2401  HORZ ORDER  -  FIRST
 BW2401
 BW2401.The horizontal coordinates were established by classical geodetic methods
 BW2401.and adjusted by the National Geodetic Survey in May 1994.
 BW2401
 BW2401.The orthometric height was scaled from a topographic map.
 BW2401
 BW2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2401
 BW2401.The geoid height was determined by GEOID03.
 BW2401
 BW2401;                    North         East     Units Scale Factor Converg.
 BW2401;SPC MS W     -   229,120.943   624,712.366   MT  1.00001988   -0 24 54.5
 BW2401;SPC MS W     -   751,707.63  2,049,577.15   sFT  1.00001988   -0 24 54.5
 BW2401;UTM  15      - 3,493,673.721   677,818.770   MT  0.99999000   +0 58 51.6
 BW2401
 BW2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2401!SPC MS W     -   0.99998213  x   1.00001988  =   1.00000201
 BW2401!UTM  15      -   0.99998213  x   0.99999000  =   0.99997213
 BW2401
 BW2401:                Primary Azimuth Mark                     Grid Az
 BW2401:SPC MS W     -  OLDENBURG                                082 17 06.9
 BW2401:UTM  15      -  OLDENBURG                                080 53 20.8
 BW2401
 BW2401|---------------------------------------------------------------------|
 BW2401| PID    Reference Object                     Distance      Geod. Az  |
 BW2401|                                                           dddmmss.s |
 BW2401| BW2367 OLDENBURG                           APPROX.12.4 KM 0815212.4 |
 BW2401| BW2440 LEESDALE LOOKOUT TOWER              APPROX.10.5 KM 2015115.3 |
 BW2401| CY4207 DALE AZ MK                                         2055959.3 |
 BW2401| CY4211 DALE RM 4                            31.424 METERS 23427     |
 BW2401| CY4210 DALE RM 3                            31.687 METERS 23429     |
 BW2401| CY4208 DALE RM 1                            31.495 METERS 23431     |
 BW2401| CY4209 DALE RM 2                            38.298 METERS 32349     |
 BW2401|---------------------------------------------------------------------|
 BW2401
 BW2401                          SUPERSEDED SURVEY CONTROL
 BW2401
 BW2401  NAD 83(1986)-  31 33 51.76122(N)    091 07 34.98995(W) AD(       ) 1
 BW2401  NAD 27      -  31 33 51.15700(N)    091 07 34.61500(W) AD(       ) 1
 BW2401
 BW2401.Superseded values are not recommended for survey control.
 BW2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2401.See file dsdata.txt to determine how the superseded data were derived.
 BW2401
 BW2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7781993674(NAD 83)
 BW2401_MARKER: DS = TRIANGULATION STATION DISK
 BW2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2401
 BW2401  HISTORY     - Date     Condition        Report By
 BW2401  HISTORY     - 1947     MONUMENTED       CGS
 BW2401  HISTORY     - 1949     GOOD             CGS
 BW2401  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BW2401  HISTORY     - 1968     GOOD             CGS
 BW2401
 BW2401                          STATION DESCRIPTION
 BW2401
 BW2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2401'THE STATION IS ABOUT 6 MILES NORTHWEST OF ROXIE AND ABOUT
 BW2401'1-1/2 MILES NORTH OF U.S. HIGHWAY 84.  THE STATION MARK IS ON THE
 BW2401'HIGHEST POINT OF A WOODED HILL, IN THE CENTER OF A GROUP OF
 BW2401'BLAZED TREES, AND 20 FEET EAST OF A WOODS ROAD.  THE MARK
 BW2401'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DALE 1947.
 BW2401'
 BW2401'REFERENCE MARK NO. 1 IS 103.33 FEET SOUTHWEST OF THE STATION
 BW2401'AND 30 FEET WEST OF THE WOODS ROAD.  THE MARK PROJECTS 2 INCHES
 BW2401'AND THE DISK IS STAMPED DALE 1947 NO 1.
 BW2401'
 BW2401'REFERENCE MARK NO. 2 IS 126.00 FEET NORTHWEST OF THE STATION
 BW2401'AND 15 FEET NORTHEAST OF THE WOODS ROAD.  THE MARK PROJECTS 2
 BW2401'INCHES AND THE DISK IS STAMPED DALE 1947 NO 2.
 BW2401'
 BW2401'THE AZIMUTH MARK IS 0.1 MILE SOUTH-SOUTHWEST OF THE STATION,
 BW2401'6 FEET WEST OF THE WOODS ROAD WHICH LEADS TO THE STATION, AND
 BW2401'4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 BW2401'AND THE DISK IS STAMPED DALE 1947.
 BW2401'
 BW2401'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND THE KNOXVILLE
 BW2401'ROAD IN ROXIE, GO WEST ON U.S. HIGHWAY 84 FOR 4.7 MILES TO A
 BW2401'SIDE ROAD RIGHT AT THE WEST END OF A HIGHWAY BRIDGE, TURN
 BW2401'RIGHT AND GO 0.3 MILE TO A WOODS ROAD LEFT, 0.1 MILE SOUTH OF
 BW2401'A SMALL STORE.  TURN LEFT AND GO 0.4 MILE TO A ROAD FORK, KEEP
 BW2401'RIGHT, PASSING OVER A BRIDGE, AND GO 1.2 MILES TO A ROAD FORK.
 BW2401'KEEP RIGHT AND GO 0.2 MILE TO STATION ON RIGHT AT TOP OF HILL.
 BW2401'
 BW2401'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BW2401
 BW2401                          STATION RECOVERY (1949)
 BW2401
 BW2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2401'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BW2401'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF TIE
 BW2401'IN DISTANCES AT REFERENCE MARK NO. 1.  A NEW WOODS ROAD HAS BEEN
 BW2401'MADE WITH A BULLDOZER AT THIS POINT AND THE MARK IS ON A 3 FOOT
 BW2401'RIDGE BETWEEN TWO WOODS ROADS, 15 FEET SOUTHWEST OF THE
 BW2401'APPROXIMATE CENTER LINE OF THE NEW ROAD.
 BW2401'
 BW2401'A 103 FOOT TOWER AT DALE 1947 WILL SEE 113 FEET AT LEESDALE.  90
 BW2401'FEET AT CHARE.  77 FEET AT OLDENBURG 1947 AND RATCLIFF 1929.
 BW2401'64 FEET AT JEAN.  50 FEET AT COLES.
 BW2401'
 BW2401'HEIGHT OF LIGHT--33 METERS
 BW2401
 BW2401                          STATION RECOVERY (1956)
 BW2401
 BW2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2401'THE STATION WAS VISITED 8-22-56.  THE SURFACE MARK WAS FOUND WITH
 BW2401'THE TOP BROKEN OFF AND THE DISK REMOVED.  THE REMAINDER OF THE
 BW2401'SURFACE MARK WAS REMOVED AND THE SUB-SURFACE MARK FOUND IN GOOD
 BW2401'CONDITION.  A NEW SURFACE MARK WAS SET IN ITS ORIGINAL POSITION.
 BW2401'REFERENCE MARK NO. 1 WAS FOUND DISTURBED, THE MONUMENT WAS RESET
 BW2401'NEAR ITS ORIGINAL POSITION, STAMPED NO. 3 AND A DISTANCE AND
 BW2401'DIRECTION TAKEN TO THE MARK.  REFERENCE MARK NO. 2 AND THE
 BW2401'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  DUE TO THE BRIDGES
 BW2401'WASHED OUT AND THE ROAD BEING IMPASSABLE A NEW DESCRIPTION
 BW2401'TO REACH THE STATION WAS WRITTEN.
 BW2401'
 BW2401'A NEW DESCRIPTION FOLLOWS--
 BW2401'
 BW2401'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF ROXIE, ABOUT
 BW2401'1.5 MILES NORTH OF U.S. HIGHWAY 84, ON THE HIGHEST POINT OF
 BW2401'A NORTH-SOUTH RIDGE, NEAR A T-INTERSECTION OF A WOODS ROAD
 BW2401'LEADING NORTH AND SOUTH ALONG THE TOP OF THE RIDGE AND A WOODS
 BW2401'ROAD LEADING EAST, AT A POINT WHERE THE NORTH-SOUTH ROAD TURNS
 BW2401'NORTHWEST, DOWN HILL.  IT IS 15 FEET SOUTHEAST OF THE NORTH-SOUTH
 BW2401'WOODS ROAD, 75 FEET NORTH OF THE T-INTERSECTION OF THE WOODS
 BW2401'ROADS, 5 FEET SOUTH OF A VERY DIM WOODS ROAD, AND 47 FEET EAST
 BW2401'OF A TRIANGULAR BLAZED OAK TREE.  IT IS A STANDARD DISK,
 BW2401'STAMPED DALE 1947 1956, PROJECTING 6 INCHES.
 BW2401'
 BW2401'REFERENCE MARK NO. 2 IS 126.01 FEET NORTHWEST OF THE STATION,
 BW2401'ABOUT 6 FEET LOWER THAN THE STATION, IN A CURVE IN THE WOODS ROAD
 BW2401'AND ON A RAISED STRIP OF GROUND BETWEEN AN OLD WASHED ROAD AND A
 BW2401'NEW BULLDOZED ROAD, 12 FEET EAST OF A 10-INCH OAK TREE, 20 FEET
 BW2401'NORTH-NORTHEAST OF THE CENTER OF THE WASHED ROAD AND 15 FEET
 BW2401'SOUTH-SOUTHWEST OF THE NEW ROAD.
 BW2401'IT IS A STANDARD DISK, STAMPED DALE NO 2 1947, FLUSH WITH
 BW2401'THE GROUND.
 BW2401'
 BW2401'REFERENCE MARK NO. 3 IS 102.96 FEET SOUTHWEST OF THE STATION,
 BW2401'IN THE SOUTH FORK OF A WOODS ROAD LEADING WEST, 43 FEET WEST
 BW2401'OF THE NORTH-SOUTH WOODS ROAD, AND 57 FEET SOUTHWEST OF A
 BW2401'10-INCH TRIANGULAR BLAZED OAK TREE.  IT IS A STANDARD DISK,
 BW2401'STAMPED DALE NO 3 1947 1956, PROJECTING 2 INCHES.
 BW2401'
 BW2401'THE AZIMUTH MARK IS A SHORT 0.1 MILE SOUTH OF THE STATION, 83
 BW2401'PACES SOUTH OF THE T-INTERSECTION OF THE WOODS ROADS, 50 FEET
 BW2401'NORTH OF THE HIGHEST POINT OF A SMALL KNOLL ON THE RIDGE, 11 FEET
 BW2401'NORTH OF A 12-INCH OAK TREE, 7 FEET WEST OF THE CENTER OF THE
 BW2401'NORTH-SOUTH WOODS ROAD AND 33 FEET WEST AND ACROSS THE ROAD FROM
 BW2401'A TWIN OAK TREE.  IT IS A STANDARD DISK, STAMPED DALE 1947,
 BW2401'PROJECTING 3 INCHES.
 BW2401'
 BW2401'TO REACH THE STATION FROM THE ILLINOIS CENTRAL OVERPASS ON U.S.
 BW2401'HIGHWAY 84 IN ROXIE, GO WEST ON U.S. HIGHWAY 84 FOR 4.4 MILES
 BW2401'TO A SIDE ROAD RIGHT, JUST AFTER CROSSING THE SECOND OVERPASS
 BW2401'ON THE RAILROAD, TURN RIGHT AND GO 0.85 MILE TO A SIDE ROAD LEFT,
 BW2401'TURN LEFT AND GO 0.25 MILE TO A FORK, TAKE LEFT FORK AND GO
 BW2401'0.4 MILE TO AN OLD HOUSE ON THE LEFT, CONTINUE NORTHWESTERLY
 BW2401'FOR 0.15 MILE TO A FORK IN AN OPEN AREA ON A SIDE HILL, TAKE
 BW2401'LEFT FORK AND GO 0.3 MILE TO A FORK, TAKE LEFT FORK (FOLLOWING
 BW2401'TOP OF RIDGE) FOR 0.45 MILE TO A FORK, KEEP LEFT FORK AND
 BW2401'GO 0.25 MILE TO THE T-INTERSECTION OF A NORTH-SOUTH ROAD ON THE
 BW2401'TOP OF A RIDGE, TURN RIGHT AND GO ABOUT 75 FEET TO THE
 BW2401'STATION ON THE RIGHT.  NOTE--THIS ROAD MAY BE DIFFICULT TO
 BW2401'TRAVEL IN WET WEATHER.
 BW2401
 BW2401                          STATION RECOVERY (1968)
 BW2401
 BW2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HBT)
 BW2401'THE STATION WAS VISITED 9-24-68 AND THE STATION MARK, REFERENCE
 BW2401'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2401'R.M. NO 3 WAS FOUND DISTURBED AND PART OF THE DISK WAS MISSING.
 BW2401'THE OLD DISK WAS REMOVED AND A NEW DISK WAS SET IN A DRILL HOLE
 BW2401'IN THE OLD POST AND STAMPED DALE 1947 NO 4 1968.  THE DISTANCE
 BW2401'TO R.M. NO 2 FAILED TO CHECK.
 BW2401'
 BW2401'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHWEST OF ROXIE,
 BW2401'1.5 MILES NORTH OF U.S. HIGHWAYS 84 AND 98 ON THE HIGHEST POINT OF
 BW2401'A NORTH-SOUTH RIDGE.  IT IS 75 FEET NORTH OF A T-INTERSECTION,
 BW2401'12 FEET EAST OF THE CENTER OF A TRACK ROAD, 9 FEET NORTH
 BW2401'NORTHWEST OF THE CENTER OF A TRACK ROAD, 46 FEET NORTH OF A
 BW2401'TRIANGULAR BLAZED 12 INCH OAK, AND 1 FOOT NORTHEAST OF A METAL
 BW2401'WITNESS POST.
 BW2401'
 BW2401'IT IS A STANDARD TRIANGULATION DISK, STAMPED DALE 1947 1956
 BW2401'PROJECTING 10 INCHES.
 BW2401'
 BW2401'REFERENCE MARK NO. 2 IS 125.65 FEET NORTHWEST OF THE STATION
 BW2401'ABOUT 6 FEET LOWER THAN THE STATION IN A CURVE IN THE WOODS ROAD
 BW2401'AND ON A RAISED STRIP OF GROUND BETWEEN AN OLD WASHED ROAD AND
 BW2401'A TRACK ROAD, 20 FEET NORTH NORTHEAST OF THE CENTER OF A WASHED
 BW2401'ROAD, 15 FEET SOUTH SOUTHWEST OF A TRACK ROAD AND 1 FOOT EAST
 BW2401'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 BW2401'STAMPED DALE NO 2 1947 AND IS FLUSH WITH THE GROUND.
 BW2401'
 BW2401'REFERENCE MARK NO. 4 IS 103.10 FEET SOUTHWEST OF THE STATION.
 BW2401'IT IS 42 FEET WEST OF THE CENTER OF A TRACK ROAD, 81 FEET
 BW2401'SOUTHWEST OF A TRIANGULAR BLAZED 12 INCH OAK AND 1 FOOT SOUTHEAST
 BW2401'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK,
 BW2401'STAMPED DALE 1947 NO 4 1968 AND IS FLUSH WITH THE GROUND.
 BW2401'
 BW2401'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THE STATION.  IT IS 83
 BW2401'PACES SOUTH OF A T-INTERSECTION, 50 FEET NORTH OF THE HIGHEST
 BW2401'POINT OF A SMALL KNOLL ON THE RIDGE, 7 FEET WEST OF THE CENTER
 BW2401'OF A TRACK ROAD AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BW2401'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED DALE 1947 PROJECTING
 BW2401'3 INCHES.
 BW2401'
 BW2401'TO REACH THE STATION FROM THE RAILROAD OVERPASS ON U.S. HIGHWAYS
 BW2401'84 AND 98 IN ROXIE GO NORTHWEST ON U.S. HIGHWAYS 84 AND 98
 BW2401'FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 32.
 BW2401'CONTINUE NORTHWEST ON U.S. HIGHWAYS 84 AND 98 FOR 3.6 MILES
 BW2401'TO A SIDE ROAD RIGHT AT THE WEST END OF AN OVERPASS.  TURN
 BW2401'RIGHT (NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.4 MILE
 BW2401'TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON A
 BW2401'BLACKTOP ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT IN A CURVE.
 BW2401'TURN LEFT (NORTH NORTHEAST) AND CONTINUE ON A TRACK ROAD
 BW2401'FOR 0.05 MILE TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT
 BW2401'AHEAD (NORTH NORTHEAST) FOR 0.25 MILE TO A ROAD FORKS.
 BW2401'TAKE THE LEFT FORK AND CONTINUE NORTH ON A TRACK ROAD FOR 0.35
 BW2401'MILE TO A CLEARING AND A LONE CHIMNEY ON THE LEFT.
 BW2401'CONTINUE NORTHWEST ON A TRACK ROAD FOR 0.1 MILE TO A ROAD
 BW2401'FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTH ON A TRACK
 BW2401'ROAD FOR 0.3 MILE TO A ROAD FORKS.  TAKE THE RIGHT FORK AND
 BW2401'CONTINUE WEST ON A TRACK ROAD FOR 0.35 MILE TO A ROAD FORKS.
 BW2401'TAKE THE LEFT FORK AND CONTINUE SOUTHWEST ON A TRACK ROAD FOR
 BW2401'0.05 MILE TO A ROAD FORKS.  TAKE THE RIGHT FORK AND
 BW2401'CONTINUE WEST ON A TRACK ROAD FOR FOUR 0.25 MILE TO A T
 BW2401'INTERSECTION AND THE MARK AS DESCRIBED.  TO REACH THE
 BW2401'AZIMUTH TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.05 MILE
 BW2401'TO THE MARK ON THE RIGHT.
 BW2401'
 BW2401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BW2401'NORTHWEST OF ROXIE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1979 ***********************************************************************
 DK1979  DESIGNATION -  DALE
 DK1979  PID         -  DK1979
 DK1979  STATE/COUNTY-  MS/BOLIVAR
 DK1979  USGS QUAD   -  BEULAH (1969)
 DK1979
 DK1979                         *CURRENT SURVEY CONTROL
 DK1979  ___________________________________________________________________
 DK1979* NAD 83(1993)-  33 48 44.80654(N)    090 59 51.74641(W)     ADJUSTED  
 DK1979* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 DK1979  ___________________________________________________________________
 DK1979  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DK1979  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1979  HORZ ORDER  -  FIRST
 DK1979
 DK1979.The horizontal coordinates were established by classical geodetic methods
 DK1979.and adjusted by the National Geodetic Survey in May 1994.
 DK1979
 DK1979.The orthometric height was scaled from a topographic map.
 DK1979
 DK1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1979
 DK1979.The geoid height was determined by GEOID03.
 DK1979
 DK1979;                    North         East     Units Scale Factor Converg.
 DK1979;SPC MS W     -   478,343.123   638,489.931   MT  0.99999662   -0 22 11.0
 DK1979;SPC MS W     - 1,569,364.06  2,094,779.05   sFT  0.99999662   -0 22 11.0
 DK1979;SPC AR S     -   527,535.091   492,791.247   MT  0.99992593   +0 33 39.5
 DK1979;SPC AR S     - 1,730,754.71  1,616,765.95   sFT  0.99992593   +0 33 39.5
 DK1979;UTM  15      - 3,743,163.174   685,327.255   MT  1.00002343   +1 06 52.4
 DK1979
 DK1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1979!SPC MS W     -   0.99999586  x   0.99999662  =   0.99999248
 DK1979!SPC AR S     -   0.99999586  x   0.99992593  =   0.99992179
 DK1979!UTM  15      -   0.99999586  x   1.00002343  =   1.00001929
 DK1979
 DK1979|---------------------------------------------------------------------|
 DK1979| PID    Reference Object                     Distance      Geod. Az  |
 DK1979|                                                           dddmmss.s |
 DK1979| CY5924 DALE RM 1                            31.602 METERS 09617     |
 DK1979| DK1985 ROSEDALE MASTER ANTEN SYS MAST      APPROX. 4.7 KM 3211206.4 |
 DK1979| CY5923 DALE AZ MK                                         3295217.9 |
 DK1979| DK1986 ROSEDALE WATER TANK                 APPROX. 5.6 KM 3370645.3 |
 DK1979| CY5925 DALE RM 2                            31.900 METERS 34102     |
 DK1979|---------------------------------------------------------------------|
 DK1979
 DK1979                          SUPERSEDED SURVEY CONTROL
 DK1979
 DK1979  NAD 83(1986)-  33 48 44.81268(N)    090 59 51.74012(W) AD(       ) 1
 DK1979  NAD 27      -  33 48 44.41738(N)    090 59 51.36004(W) AD(       ) 1
 DK1979
 DK1979.Superseded values are not recommended for survey control.
 DK1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1979.See file dsdata.txt to determine how the superseded data were derived.
 DK1979
 DK1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8532743163(NAD 83)
 DK1979_MARKER: DS = TRIANGULATION STATION DISK
 DK1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1979
 DK1979  HISTORY     - Date     Condition        Report By
 DK1979  HISTORY     - 1964     MONUMENTED       CGS
 DK1979  HISTORY     - 1972     GOOD             MSHD
 DK1979
 DK1979                          STATION DESCRIPTION
 DK1979
 DK1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 DK1979'THE STATION IS 8-1/2 MILES WEST AND 1-1/2 MILES NORTH OF
 DK1979'PACE, 3 MILES SOUTH AND 2 MILES EAST OF ROSEDALE, 1-1/2
 DK1979'MILES NORTH AND 1 MILE WEST OF BEULAH, AND ON PROPERTY CONTROLLED
 DK1979'BY THE LEVEE BOARD.
 DK1979'
 DK1979'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN FRONT OF
 DK1979'THE BOLIVAR COUNTY COURTHOUSE IN ROSEDALE, GO SOUTH ON STATE
 DK1979'ROUTE 1 FOR 0.5 MILE TO THE JUNCTION WITH STATE ROUTE 8.
 DK1979'KEEP RIGHT AND CONTINUE SOUTH ON ROUTE 1 FOR 1 MILE TO
 DK1979'A SIDE ROAD ON THE RIGHT AND A CEMETERY IN THE NORTHWEST
 DK1979'ANGLE.  CONTINUE SOUTH ON ROUTE 1 FOR 0.1 MILE TO A Y FORK
 DK1979'WHERE ROUTE 1 BEARS LEFT.  KEEP RIGHT AND CONTINUE SOUTH
 DK1979'ON A GRAVEL ROAD FOR 0.5 MILE TO A CROSSROAD ON THE TOP
 DK1979'OF A LEVEE.  BEAR LEFT AND GO SOUTHEASTERLY ON THE LEVEE
 DK1979'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DK1979'CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.75 MILE TO A CATTLE
 DK1979'GUARD.  CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.05 MILE
 DK1979'TO THE JUNCTION OF THE OLD AND NEW LEVEES AND THE STATION.
 DK1979'
 DK1979'STATION MARKS ARE STANDARD DISKS STAMPED DALE 1964.  THE
 DK1979'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
 DK1979'WITH THE SURFACE OF THE GROUND.  IT IS 270 FEET SOUTH OF THE
 DK1979'CENTER OF THE CATTLE GUARD, 66 FEET SOUTHEAST OF THE CENTER
 DK1979'OF THE OLD LEVEE ROAD, AND 35 FEET SOUTH OF THE CENTER OF
 DK1979'THE NEW LEVEE ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DK1979'MASS OF CONCRETE 39 INCHES BELOW THE SURFACE OF THE GROUND.
 DK1979'
 DK1979'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DALE NO 1
 DK1979'1964, IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DK1979'SURFACE OF THE GROUND.  IT IS 15 FEET SOUTH OF THE CENTER
 DK1979'OF THE NEW LEVEE ROAD AND ON THE SOUTH EDGE OF THE LEVEE.
 DK1979'
 DK1979'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALE NO 2
 DK1979'1964, IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DK1979'SURFACE OF THE GROUND.  IT IS 168 FEET SOUTH OF THE CENTER
 DK1979'OF THE CATTLE GUARD, 46 FEET NORTHEAST OF THE CENTER OF
 DK1979'THE OLD LEVEE ROAD, AND 15 FEET EAST OF THE CENTER OF THE
 DK1979'NEW LEVEE ROAD.
 DK1979'
 DK1979'AZIMUTH MARK, A STANDARD DISK STAMPED DALE 1964, IS SET
 DK1979'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 DK1979'GROUND.  IT IS 15.5 FEET EAST OF THE CENTER OF THE LEVEE
 DK1979'ROAD AND ON THE EAST EDGE OF THE LEVEE.
 DK1979'
 DK1979'NOTE--REFERENCE MARKS MEASURED PULLING 7 KG. TAPE TENSION.
 DK1979'
 DK1979'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1979
 DK1979                          STATION RECOVERY (1972)
 DK1979
 DK1979'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1979'THE STATION WAS VISITED 10-25-72 AND THE STATION MARK, RM NO 1, RM NO
 DK1979'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DK1979'MARK IS VISIBLE FROM THE STATION.
 DK1979'
 DK1979'THE STATION IS LOCATED 3.2 MILES SOUTHEAST OF ROSEDALE, 1.8 MILES
 DK1979'NORTHWEST OF THE COMMUNITY OF BEULAH, IN THE SOUTH ANGLE OF THE
 DK1979'JUNCTION OF AN OLD LEVEE WITH THE NEW LEVEE AT A PROMINENT BEND IN
 DK1979'THE NEW LEVEE NEAR THE CENTER OF SECTION 26 T 23N, R 8W AND ON
 DK1979'PROPERTY CONTROLLED BY THE MISSISSIPPI LEVEE BOARD.  IT IS 36 FEET
 DK1979'SOUTHWEST OF THE CENTER OF THE ROAD ATOP THE MAIN LEVEE, 67 FEET
 DK1979'SOUTHEAST OF THE CENTER OF THE OLD LEVEE, 270 FEET SOUTHEAST OF
 DK1979'THE CENTER OF CATTLE GUARD, 16 FEET NORTHEAST OF A ROW OF LEVEE
 DK1979'STATIONS TO THE NORTHWEST AND 1 FOOT NORTHEAST OF A METAL
 DK1979'WITNESS POST.
 DK1979'
 DK1979'IT IS A TRIANGULATION DISK, STAMPED DALE 1964 FLUSH.
 DK1979'
 DK1979'REFERENCE MARK NO 1 IS 103.68 FEET EAST OF THE STATION.  IT IS 19
 DK1979'FEET SOUTH OF THE CENTER OF THE ROAD ATOP THE LEVEE, 138 FEET EAST OF
 DK1979'THE CENTER OF THE JUNCTION OF THE OLD AND NEW LEVEE AND 1 FOOT
 DK1979'NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 DK1979'DALE NO 1 1964 FLUSH.
 DK1979'
 DK1979'REFERENCE MARK NO 2 IS 104.66 FEET NORTHWEST OF THE STATION.  IT IS
 DK1979'12 FEET NORTHEAST OF THE CENTER OF THE ROAD ATOP THE MAIN LEVEE, 54
 DK1979'FEET NORTH OF THE CENTER OF THE JUNCTION OF THE OLD AND NEW LEVEES,
 DK1979'167 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD AND 1 FOOT
 DK1979'SOUTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 DK1979'STAMPED DALE NO 2 1964 1 INCH BELOW THE GROUND.
 DK1979'
 DK1979'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 175.98 FEET.
 DK1979'
 DK1979'THE AZIMUTH MARK IS 17 FEET NORTHEAST OF THE CENTER OF THE ROAD ATOP
 DK1979'THE LEVEE, 340 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 DK1979'ROAD LEADING TO THE ROSEDALE HUNTING CLUB AND THE LEVEE, 447 FEET
 DK1979'SOUTHEAST OF THE LEVEE STATION NO. 1540 AND 1 FOOT SOUTHWEST OF A
 DK1979'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DALE 1964
 DK1979'FLUSH.
 DK1979'
 DK1979'TO REACH THE STATION FROM THE COURTHOUSE IN ROSEDALE GO SOUTH ON
 DK1979'STATE HIGHWAY 1 FOR 0.55 MILES TO THE JUNCTION OF STATE HIGHWAY 8.
 DK1979'CONTINUE SOUTH AND SOUTHEAST ON STATE HIGHWAY 1 FOR 1.1 MILES TO A
 DK1979'FORK JUST BEYOND AN ANGLING SIDE ROAD AND A CEMETERY ON THE RIGHT.
 DK1979'TAKE THE RIGHT FORK AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.55
 DK1979'MILES TO THE INTERSECTION OF A GRAVELED ROAD ON TOP OF A LEVEE.
 DK1979'TURN LEFT AND GO SOUTHEAST ON A GRAVELED ROAD ON TOP OF THE
 DK1979'LEVEE FOR 0.7 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE
 DK1979'REACHING A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON THE
 DK1979'GRAVELED ROAD ON TOP OF THE LEVEE FOR 0.8 MILES TO AN OLD LEVEE
 DK1979'AND THE STATION ON THE RIGHT ABOUT 100 YARDS BEYOND A CATTLE GUARD.
 DK1979'
 DK1979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES SOUTHEAST
 DK1979'OF ROSEDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2436 ***********************************************************************
 BH2436  DESIGNATION -  DALE
 BH2436  PID         -  BH2436
 BH2436  STATE/COUNTY-  MS/GEORGE
 BH2436  USGS QUAD   -  LUCEDALE (1982)
 BH2436
 BH2436                         *CURRENT SURVEY CONTROL
 BH2436  ___________________________________________________________________
 BH2436* NAD 83(1993)-  30 55 45.64352(N)    088 35 03.78114(W)     ADJUSTED  
 BH2436* NAVD 88     -        55.78   (+/-2cm)     183.0    (feet)  VERTCON   
 BH2436  ___________________________________________________________________
 BH2436  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2436  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH2436  HORZ ORDER  -  SECOND
 BH2436  VERT ORDER  -  THIRD ? (See Below)
 BH2436
 BH2436.The horizontal coordinates were established by classical geodetic methods
 BH2436.and adjusted by the National Geodetic Survey in May 1994.
 BH2436
 BH2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2436.The vertical order pertains to the NGVD 29 superseded value.
 BH2436
 BH2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2436
 BH2436.The geoid height was determined by GEOID03.
 BH2436
 BH2436;                    North         East     Units Scale Factor Converg.
 BH2436;SPC MS E     -   158,470.299   323,792.114   MT  0.99995698   +0 07 40.6
 BH2436;SPC MS E     -   519,914.64  1,062,307.96   sFT  0.99995698   +0 07 40.6
 BH2436;UTM  16      - 3,422,847.592   348,624.560   MT  0.99988266   -0 48 52.2
 BH2436
 BH2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2436!SPC MS E     -   0.99999571  x   0.99995698  =   0.99995269
 BH2436!UTM  16      -   0.99999571  x   0.99988266  =   0.99987837
 BH2436
 BH2436:                Primary Azimuth Mark                     Grid Az
 BH2436:SPC MS E     -  LUCE                                     150 48 34.1
 BH2436:UTM  16      -  LUCE                                     151 45 06.9
 BH2436
 BH2436|---------------------------------------------------------------------|
 BH2436| PID    Reference Object                     Distance      Geod. Az  |
 BH2436|                                                           dddmmss.s |
 BH2436| BH2432 LUCE                                APPROX. 0.5 KM 1505614.7 |
 BH2436| DD7786 DALE RM 1                            30.290 METERS 24249     |
 BH2436| DD7787 DALE RM 2                            36.160 METERS 30041     |
 BH2436|---------------------------------------------------------------------|
 BH2436
 BH2436                          SUPERSEDED SURVEY CONTROL
 BH2436
 BH2436  NAD 83(1993)-  30 55 45.64869(N)    088 35 03.77860(W) AD(       ) 2
 BH2436  NAD 83(1986)-  30 55 45.66278(N)    088 35 03.78079(W) AD(       ) 2
 BH2436  NAD 27      -  30 55 44.99200(N)    088 35 03.70000(W) AD(       ) 2
 BH2436  NGVD 29 (07/19/86)   55.77   (m)          183.0    (f) LEVELING    3  
 BH2436
 BH2436.Superseded values are not recommended for survey control.
 BH2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2436.See file dsdata.txt to determine how the superseded data were derived.
 BH2436
 BH2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4862522848(NAD 83)
 BH2436_MARKER: DS = TRIANGULATION STATION DISK
 BH2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2436
 BH2436  HISTORY     - Date     Condition        Report By
 BH2436  HISTORY     - 1921     MONUMENTED       CGS
 BH2436  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2436  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2436
 BH2436                          STATION DESCRIPTION
 BH2436
 BH2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2436'STATION IS 175 METERS N OF GULF, MOBILE AND NORTHERN DEPOT AT
 BH2436'LUCEDALE, ON E (RIGHT) SIDE OF TRACK, ON EXTENSION OF FORWARD
 BH2436'TANGENT OF W (LEFT) RAIL, AT FIRST CURVE N OF DEPOT, 75 METERS S OF
 BH2436'SWITCH STAND FOR PASSING TRACK, 80 METERS SE OF POWER PLANT AT
 BH2436'LUCEDALE, ON E BANK OF SLIGHT FILL, AND 2.275 METERS (7.46 FEET) E OF
 BH2436'E AND NEAREST RAIL.
 BH2436'
 BH2436'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2436'SET IN CONCRETE.
 BH2436'
 BH2436'REFERENCE MARKS ARE ON OPPOSITE (W) SIDE OF TRACK ON SMALL HILLSIDE
 BH2436'ABOUT 10 METERS FROM FOOT OF HILL.
 BH2436
 BH2436                          STATION RECOVERY (1971)
 BH2436
 BH2436'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2436'THE STATION SITE WAS VISITED 5-4-71 AND THE STATION MARK, REFERENCE
 BH2436'MARK, NO. 1, NO. 2 WERE NOT FOUND.
 BH2436'
 BH2436'THE STATION IS 175 METERS NORTH OF GULF, MOBILE AND NORTHERN DEPOT AT
 BH2436'LUCEDALE, ON THE EAST (RIGHT) SIDE OF THE TRACK, ON THE EXTENSION
 BH2436'OF THE FORWARD TANGENT OF THE WEST (LEFT) RAIL, AT THE FIRST CURVE
 BH2436'NORTH OF THE DEPOT, 75 METERS SOUTH OF A SWITCH STAND FOR PASSING
 BH2436'TRACK, 80 METERS SOUTHEAST OF POWER PLANT AT LUCEDALE, ON THE EAST
 BH2436'BANK OF A SLIGHT FILL, AND 2.275 METERS (7.46 FEET) EAST OF THE EAST
 BH2436'AND NEAREST RAIL.
 BH2436'
 BH2436'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2436'SET IN CONCRETE.
 BH2436'
 BH2436'THE REFERENCE MARKS ARE ON THE OPPOSITE (WEST) SIDE OF THE TRACK ON A
 BH2436'SMALL HILLSIDE ABOUT 10 METERS FROM THE FOOT OF THE HILL.
 BH2436
 BH2436                          STATION RECOVERY (1978)
 BH2436
 BH2436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH2436'TRACKS HAVE BEEN REWORKED.  STATION WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0524 ***********************************************************************
 BH0524  DESIGNATION -  DALE AZ MK
 BH0524  PID         -  BH0524
 BH0524  STATE/COUNTY-  MS/GEORGE
 BH0524  USGS QUAD   -  BENNDALE (1982)
 BH0524
 BH0524                         *CURRENT SURVEY CONTROL
 BH0524  ___________________________________________________________________
 BH0524* NAD 83(1986)-  30 49 52.     (N)    088 46 57.     (W)     SCALED    
 BH0524* NAVD 88     -        46.99   (+/-2cm)     154.2    (feet)  VERTCON   
 BH0524  ___________________________________________________________________
 BH0524  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0524
 BH0524.The horizontal coordinates were scaled from a topographic map and have
 BH0524.an estimated accuracy of +/- 6 seconds.
 BH0524
 BH0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0524.The vertical order pertains to the NGVD 29 superseded value.
 BH0524
 BH0524.The geoid height was determined by GEOID03.
 BH0524
 BH0524;                    North         East    Units  Estimated Accuracy
 BH0524;SPC MS E     -   147,550.      304,860.      MT  (+/- 180 meters Scaled)
 BH0524
 BH0524                          SUPERSEDED SURVEY CONTROL
 BH0524
 BH0524  NGVD 29 (??/??/??)   46.990  (m)          154.17   (f) ADJUSTED    2 0
 BH0524
 BH0524.Superseded values are not recommended for survey control.
 BH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0524.See file dsdata.txt to determine how the superseded data were derived.
 BH0524
 BH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV295122(NAD 83)
 BH0524_MARKER: DZ = AZIMUTH MARK DISK
 BH0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0524_STAMPING: DALE 1942
 BH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0524+STABILITY: SURFACE MOTION
 BH0524
 BH0524  HISTORY     - Date     Condition        Report By
 BH0524  HISTORY     - 1942     MONUMENTED       CGS
 BH0524  HISTORY     - 1971     GOOD             MSHD
 BH0524
 BH0524                          STATION DESCRIPTION
 BH0524
 BH0524'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0524'13.2 MI SW FROM LUCEDALE.
 BH0524'THE MARK IS LOCATED 13.2 MILES SOUTHWEST OF LUCEDALE, 3.1 MILES
 BH0524'SOUTHEAST OF THE COMMUNITY OF BENNDALE, NEAR THE WEST R.O.W. OF STATE
 BH0524'HIGHWAY 57, ON THE PROPERTY OF MRS. LILAN CARTER.  IT IS ABOUT 0.25
 BH0524'MILE SOUTH OF THE STATION, 74.5 FEET WEST OF THE CENTER OF STATE
 BH0524'HIGHWAY 57, 20 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A
 BH0524'MOBILE HOME, 26 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND GUY
 BH0524'WIRE, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 47
 BH0524'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 10
 BH0524'FEET EAST OF A 9-INCH GUM, 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 BH0524'IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 BH0524'ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  TO REACH THE
 BH0524'MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98
 BH0524'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND
 BH0524'CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO THE INTERSECTION
 BH0524'OF STATE HIGHWAY 57 IN BENNDALE.  TURN LEFT AND CONTINUE SOUTH ON
 BH0524'STATE HIGHWAY 57 FOR 2.7 MILES TO THE ANTIOCH METHODIST CHURCH ON THE
 BH0524'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 57 FOR 0.75 MILES TO THE MARK
 BH0524'ON THE RIGHT.  (0.1 MILE BEYOND A SIDE ROAD LEFT.)
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0527 ***********************************************************************
 BH0527  DESIGNATION -  DALE RM 2
 BH0527  PID         -  BH0527
 BH0527  STATE/COUNTY-  MS/GEORGE
 BH0527  USGS QUAD   -  BENNDALE (1982)
 BH0527
 BH0527                         *CURRENT SURVEY CONTROL
 BH0527  ___________________________________________________________________
 BH0527* NAD 83(1986)-  30 50 06.     (N)    088 46 58.     (W)     SCALED    
 BH0527* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 BH0527  ___________________________________________________________________
 BH0527  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0527
 BH0527.The horizontal coordinates were scaled from a topographic map and have
 BH0527.an estimated accuracy of +/- 6 seconds.
 BH0527
 BH0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0527.The vertical order pertains to the NGVD 29 superseded value.
 BH0527
 BH0527.The geoid height was determined by GEOID03.
 BH0527
 BH0527;                    North         East    Units  Estimated Accuracy
 BH0527;SPC MS E     -   147,990.      304,840.      MT  (+/- 180 meters Scaled)
 BH0527
 BH0527                          SUPERSEDED SURVEY CONTROL
 BH0527
 BH0527  NGVD 29 (??/??/??)   49.932  (m)          163.82   (f) ADJUSTED    2 0
 BH0527
 BH0527.Superseded values are not recommended for survey control.
 BH0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0527.See file dsdata.txt to determine how the superseded data were derived.
 BH0527
 BH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV295126(NAD 83)
 BH0527_MARKER: DR = REFERENCE MARK DISK
 BH0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0527_STAMPING: DALE NO 2 1942
 BH0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0527+STABILITY: SURFACE MOTION
 BH0527
 BH0527  HISTORY     - Date     Condition        Report By
 BH0527  HISTORY     - 1942     MONUMENTED       CGS
 BH0527  HISTORY     - 1971     GOOD             MSHD
 BH0527
 BH0527                          STATION DESCRIPTION
 BH0527
 BH0527'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0527'13.1 MI SW FROM LUCEDALE.
 BH0527'THE MARK IS LOCATED 13.1 MILES SOUTHWEST OF LUCEDALE, 2.9 MILES
 BH0527'SOUTHEAST OF THE COMMUNITY OF BENNDALE NEAR THE NORTHWEST CORNER OF A
 BH0527'GARDEN PLOT ON THE WEST SIDE OF STATE HIGHWAY 57 ON THE PROPERTY OF
 BH0527'MRS. MARY E. BRELAND.  IT IS 99.85 FEET NORTHWEST OF THE STATION, 118
 BH0527'FEET WEST OF THE CENTER OF STATE HIGHWAY 57, 71 FEET SOUTH OF THE
 BH0527'CENTER OF A DRIVEWAY, 79.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BH0527'FRAME HOUSE, 60 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF
 BH0527'THE HOUSE, 14 FEET WEST-NORTHWEST OF A 9-INCH CEDAR, 18 FEET SOUTHEAST
 BH0527'OF THE NORTHWEST CORNER OF A GARDEN FENCE, 1 FOOT SOUTH OF A METAL
 BH0527'WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BH0527'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. TO
 BH0527'REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S.
 BH0527'HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26. TURN
 BH0527'LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 14.6 MILES TO THE
 BH0527'INTERSECTION OF STATE HIGHWAY 57 IN BENNDALE, TURN LEFT AND CONTINUE
 BH0527'SOUTH ON STATE HIGHWAY 57 FOR 2.7 MILES TO THE ANTIOCH METHODIST
 BH0527'CHURCH ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 57 FOR 0.5 MILE
 BH0527'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1295 ***********************************************************************
 CO1295  DESIGNATION -  DALEVILLE
 CO1295  PID         -  CO1295
 CO1295  STATE/COUNTY-  MS/LAUDERDALE
 CO1295  USGS QUAD   -  DALEVILLE (1985)
 CO1295
 CO1295                         *CURRENT SURVEY CONTROL
 CO1295  ___________________________________________________________________
 CO1295* NAD 83(1993)-  32 34 24.47943(N)    088 40 44.03038(W)     ADJUSTED  
 CO1295* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CO1295  ___________________________________________________________________
 CO1295  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CO1295  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CO1295  HORZ ORDER  -  THIRD
 CO1295
 CO1295.The horizontal coordinates were established by classical geodetic methods
 CO1295.and adjusted by the National Geodetic Survey in May 1994.
 CO1295
 CO1295.The orthometric height was scaled from a topographic map.
 CO1295
 CO1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1295
 CO1295.The geoid height was determined by GEOID03.
 CO1295
 CO1295;                    North         East     Units Scale Factor Converg.
 CO1295;SPC MS E     -   340,749.400   314,500.867   MT  0.99995259   +0 04 59.3
 CO1295;SPC MS E     - 1,117,941.99  1,031,824.93   sFT  0.99995259   +0 04 59.3
 CO1295;UTM  16      - 3,605,246.327   342,404.573   MT  0.99990626   -0 54 14.7
 CO1295
 CO1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1295!SPC MS E     -   0.99998435  x   0.99995259  =   0.99993694
 CO1295!UTM  16      -   0.99998435  x   0.99990626  =   0.99989061
 CO1295
 CO1295|---------------------------------------------------------------------|
 CO1295| PID    Reference Object                     Distance      Geod. Az  |
 CO1295|                                                           dddmmss.s |
 CO1295| CO1692 DALEVILLE RM 1                       25.624 METERS 17454     |
 CO1295| CO1694 DALEVILLE AZ MK                                    2292148.8 |
 CO1295| CO1693 DALEVILLE RM 2                       28.593 METERS 25809     |
 CO1295|---------------------------------------------------------------------|
 CO1295
 CO1295                          SUPERSEDED SURVEY CONTROL
 CO1295
 CO1295  NAD 83(1993)-  32 34 24.48871(N)    088 40 44.03019(W) AD(       ) 3
 CO1295  NAD 83(1986)-  32 34 24.49077(N)    088 40 44.03221(W) AD(       ) 3
 CO1295  NAD 27      -  32 34 23.99300(N)    088 40 43.87400(W) AD(       ) 3
 CO1295
 CO1295.Superseded values are not recommended for survey control.
 CO1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1295.See file dsdata.txt to determine how the superseded data were derived.
 CO1295
 CO1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4240505246(NAD 83)
 CO1295_MARKER: DS = TRIANGULATION STATION DISK
 CO1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1295_SP_SET: CONCRETE POST
 CO1295_STAMPING: DALEVILLE 1954
 CO1295_MARK LOGO: CGS   
 CO1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1295+STABILITY: SURFACE MOTION
 CO1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1295+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 CO1295
 CO1295  HISTORY     - Date     Condition        Report By
 CO1295  HISTORY     - 1954     MONUMENTED       CGS
 CO1295  HISTORY     - 1954     GOOD             CGS
 CO1295  HISTORY     - 1964     GOOD             MSHD
 CO1295  HISTORY     - 19900301 GOOD             MSHD
 CO1295  HISTORY     - 20040305 MARK NOT FOUND   INDIV
 CO1295
 CO1295                          STATION DESCRIPTION
 CO1295
 CO1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 CO1295'STATION IS LOCATED ABOUT 14 MILES NORTH OF MERIDIAN IN THE
 CO1295'SMALL COMMUNITY OF DALEVILLE AND ON THE PROPERTY OF MRS. J.
 CO1295'B. HOLLAND.  IT IS 106 FEET EAST OF THE SOUTHEAST CORNER
 CO1295'OF A FRAME HOUSE, 43 FEET NORTHEAST OF THE CENTER OF A
 CO1295'DRIVEWAY, 19 FEET NORTHWEST OF A WHITE WITNESS POST AND 15 FEET
 CO1295'WEST OF AN 8 INCH OAK TREE AND FENCE LINE.  THE MARK IS
 CO1295'FLUSH AND THE DISK IS STAMPED DALEVILLE 1954.
 CO1295'
 CO1295'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF THE DRIVEWAY
 CO1295'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 CO1295'IS STAMPED DALEVILLE NO 1 1954.
 CO1295'
 CO1295'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF
 CO1295'THE HOUSE, 11 FEET NORTH OF AN 8 INCH PECAN TREE AND .7 FEET SOUTH
 CO1295'OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 CO1295'STAMPED DALEVILLE NO 2 1954.
 CO1295'
 CO1295'AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CO1295'OF AN OLD HOUSE, 30 FEET WEST OF A 12 INCH PINE TREE, 1 FOOT
 CO1295'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 CO1295'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CO1295'DALEVILLE 1954.
 CO1295'
 CO1295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CO1295'39 AND 493 ABOUT 4 MILES NORTH OF MERIDIAN, GO NORTH ON
 CO1295'HIGHWAY 39 FOR 11.6 MILES TO DALEVILLE, CONTINUE NORTH ON
 CO1295'HIGHWAY 39 FOR 0.2 MILE TO A DRIVEWAY LEFT, TURN LEFT AND GO
 CO1295'WEST ON DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT
 CO1295'AS DESCRIBED.
 CO1295'
 CO1295'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON
 CO1295'DRIVEWAY FOR 0.1 MILE ALONG THE NORTH SIDE OF A BARN TO A
 CO1295'GATE LEFT AT THE NORTHWEST CORNER OF A GARDEN.  TURN LEFT
 CO1295'AND GO SOUTHWEST ACROSS PASTURE FIELD FOR 0.2 MILE TO THE
 CO1295'OLD HOUSE AND THE MARK AS DESCRIBED.
 CO1295'
 CO1295'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1295
 CO1295                          STATION RECOVERY (1954)
 CO1295
 CO1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 CO1295'RECOVERED IN GOOD CONDITION.
 CO1295
 CO1295                          STATION RECOVERY (1964)
 CO1295
 CO1295'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1295'THE STATION WAS VISITED JANUARY 1964 AND FOUND IN GOOD
 CO1295'CONDITION.
 CO1295'
 CO1295'THE 1954 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO1295'
 CO1295'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 CO1295'EAST OF THE AZIMUTH.
 CO1295
 CO1295                          STATION RECOVERY (1990)
 CO1295
 CO1295'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1295'STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTH OF MERIDIAN ON THE EAST
 CO1295'SIDE OF A DRIVEWAY LEADING TO AN ABANDONED HOUSE, 0.2 MI (0.3 KM)
 CO1295'NORTH OF THE COMMUNITY OF DALEVILLE AND IS IN SECTION 5, T 8N, R 6E.
 CO1295'TO REACH FROM THE METHODIST CHURCH IN DALEVILLE, GO NORTH ON STATE
 CO1295'HIGHWAY 39 FOR 0.4 MI (0.6 KM) TO A PRIVATE DRIVEWAY ON THE LEFT JUST
 CO1295'BEFORE REACHING A SIDE ROAD RIGHT, TURN LEFT AND GO WEST ON A GRAVEL
 CO1295'DRIVEWAY FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT.
 CO1295'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1295'FLUSH WITH THE GROUND, 102.8 FT (31.3 M) SOUTHEAST OF THE SOUTHEAST
 CO1295'CORNER OF PORCH OF A FRAME HOUSE, 74 FT (22.6 M) SOUTHEAST OF A POWER
 CO1295'POLE WITH A TRANSFORMER, LAMP AND A GUY WIRE, 43 FT (13.1 M) EAST OF
 CO1295'THE CENTER OF A GRAVEL DRIVEWAY, 35.4 FT (10.8 M) SOUTHWEST OF A 20
 CO1295'INDH OAK, 15.4 FT (4.7 M) WEST OF A 24 INCH OAK AND 1 FT (0.3 M) EAST
 CO1295'OF A METAL WITNESS POST.
 CO1295
 CO1295                          STATION RECOVERY (2004)
 CO1295
 CO1295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 CO1295'FOUND GENERAL LOCATION OF THE MARK BUT WAS BECAUSE OF EXTENSIVE BRUSH
 CO1295'GROWTH WAS UNABLE TO PINPOINT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1804 ***********************************************************************
 EG1804  DESIGNATION -  DAM
 EG1804  PID         -  EG1804
 EG1804  STATE/COUNTY-  MS/PANOLA
 EG1804  USGS QUAD   -  SARDIS DAM (1982)
 EG1804
 EG1804                         *CURRENT SURVEY CONTROL
 EG1804  ___________________________________________________________________
 EG1804* NAD 83(1993)-  34 24 04.06155(N)    089 47 11.33759(W)     ADJUSTED  
 EG1804* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 EG1804  ___________________________________________________________________
 EG1804  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EG1804  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EG1804  HORZ ORDER  -  THIRD
 EG1804
 EG1804.The horizontal coordinates were established by classical geodetic methods
 EG1804.and adjusted by the National Geodetic Survey in May 1994.
 EG1804
 EG1804.The orthometric height was scaled from a topographic map.
 EG1804
 EG1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1804
 EG1804.The geoid height was determined by GEOID03.
 EG1804
 EG1804;                    North         East     Units Scale Factor Converg.
 EG1804;SPC MS W     -   543,576.113   750,279.737   MT  0.99998115   +0 18 32.3
 EG1804;SPC MS W     - 1,783,382.63  2,461,542.77   sFT  0.99998115   +0 18 32.3
 EG1804;SPC MS E     -   543,852.414   212,362.476   MT  1.00004463   -0 32 18.8
 EG1804;SPC MS E     - 1,784,289.13    696,725.89   sFT  1.00004463   -0 32 18.8
 EG1804;UTM  16      - 3,810,154.457   243,853.422   MT  1.00040881   -1 34 30.6
 EG1804
 EG1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1804!SPC MS W     -   0.99998945  x   0.99998115  =   0.99997060
 EG1804!SPC MS E     -   0.99998945  x   1.00004463  =   1.00003408
 EG1804!UTM  16      -   0.99998945  x   1.00040881  =   1.00039825
 EG1804
 EG1804|---------------------------------------------------------------------|
 EG1804| PID    Reference Object                     Distance      Geod. Az  |
 EG1804|                                                           dddmmss.s |
 EG1804| CG3896 DAM RM 1                              9.669 METERS 13747     |
 EG1804| EG1805 NEAR DAM                             40.578 METERS 24932     |
 EG1804| CG3895 DAM AZ MK                           APPROX. 0.8 KM 3123324.8 |
 EG1804|---------------------------------------------------------------------|
 EG1804
 EG1804                          SUPERSEDED SURVEY CONTROL
 EG1804
 EG1804  NAD 83(1986)-  34 24 04.07254(N)    089 47 11.33595(W) AD(       ) 3
 EG1804  NAD 27      -  34 24 03.68500(N)    089 47 11.01900(W) AD(       ) 3
 EG1804
 EG1804.Superseded values are not recommended for survey control.
 EG1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1804.See file dsdata.txt to determine how the superseded data were derived.
 EG1804
 EG1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4385310154(NAD 83)
 EG1804_MARKER: DS = TRIANGULATION STATION DISK
 EG1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1804_STAMPING: DAM 1956
 EG1804_MARK LOGO: CGS   
 EG1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1804+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 EG1804
 EG1804  HISTORY     - Date     Condition        Report By
 EG1804  HISTORY     - 1956     MONUMENTED       CGS
 EG1804  HISTORY     - 1967     GOOD             MSHD
 EG1804  HISTORY     - 19700422 GOOD             USGS
 EG1804  HISTORY     - 20080320 GOOD             MSDOT
 EG1804
 EG1804                          STATION DESCRIPTION
 EG1804
 EG1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1804'THE STATION IS IN SECTION 12, T 8 S, R 6 W, ABOUT 11 MILES NORTHEAST
 EG1804'OF BATESVILLE, 8
 EG1804'MILES SOUTHEAST OF SARDIS, ON THE SARDIS DAM, JUST
 EG1804'SOUTHEAST OF THE U S ENGINEER
 EG1804'DEPARTMENT RADIO MAST.  THE STATION IS
 EG1804'ON FEDERAL LAND WHICH IS MAINTAINED BY THE U S
 EG1804'ARMY CIVIL ENGINEERS.
 EG1804'
 EG1804'TO REACH THE STATION FROM THE ROAD FORK WHICH IS JUST SOUTH OF THE U
 EG1804'S ARMY SARDIS DAM FIELD
 EG1804'OFFICE, GO EAST, UP HILL, FOR 0.3 MILE TO A
 EG1804'T-INTERSECTION ON TOP OF DAM, TURN
 EG1804'LEFT AND FOLLOW ROAD ALONG TOP OF
 EG1804'DAM FOR 0.2 MILE TO RADIO MAST AND STATION ON THE
 EG1804'LEFT.  TO REACH THE
 EG1804'AZIMUTH MARK CONTINUE NORTHWEST, ON RADIO ON TOP OF DAM FOR 0.6 MILE
 EG1804'MARK ON THE LEFT.
 EG1804'
 EG1804'STATION MARKS, ARE STANDARD DISKS, STAMPED DAM 1956.  THE SURFACE
 EG1804'STATION MARK DISK IS SET IN
 EG1804'A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 EG1804'GROUND.  IT IS 125 FEET EAST OF
 EG1804'THE NORTHEAST CORNER OF FENCE AROUND
 EG1804'THE RADIO MAST, 86 FEET SOUTH OF THE SOUTHEAST
 EG1804'CORNER OF BRICK
 EG1804'BUILDING, AND 85 FEET NORTHWEST OF THE CENTER LINE OF MAIN ROAD
 EG1804'ON TOP OF DAM.
 EG1804'THE UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR
 EG1804'MASS OF CONCRETE 30 INCHES
 EG1804'BELOW GROUND.
 EG1804'
 EG1804'REFERENCE MARK 1, A STANDARD DISK, STAMPED DAM NO 1 1956, IS CEMENTED
 EG1804'IN A DRILL HOLE IN A
 EG1804'BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS ON THE
 EG1804'SOUTH SLOPE OF BANK, 9 FEET
 EG1804'NORTHWEST OF A DRAINAGE DITCH, AND 90.6
 EG1804'FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EG1804'CONCRETE CULVERT.  THE
 EG1804'MARK IS ABOUT 4 FEET LOWER THAN STATION.
 EG1804'
 EG1804'REFERENCE MARK 2, IS A U S ARMY ENGINEER BENCH MARK, NOT STAMPED.
 EG1804'THE MARK IS A AN IRON PIPE,
 EG1804'SET IN CONCRETE, WHICH HAS AN IRON CAP WITH A SMALL
 EG1804'HOLE NEAR CENTER AND SCREWED TO
 EG1804'THE TOP OF PIPE.  THE CAP PROJECTS 1
 EG1804'INCH ABOVE THE CONCRETE.  THE MARK IS 13 FEET
 EG1804'SOUTHWEST OF THE
 EG1804'NORTHEAST CORNER OF FENCE AROUND RADIO MAST, 10 FEET NORTHEAST
 EG1804'OF THE SOUTHWEST
 EG1804'CORNER OF FENCE AROUND RADIO MAST, AND 3 FEET EAST OF THE
 EG1804'EAST SIDE OF FENCE.
 EG1804'
 EG1804'AZIMUTH MARK, A STANDARD DISK, STAMPED DAM 1956, IS SET IN A SQUARE
 EG1804'CONCRETE POST WHICH
 EG1804'PROJECTS 6 INCHES ABOVE GROUND.  IT IS AT THE SOUTH EDGE
 EG1804'OF THE ROW OF POSTS ALONG THE
 EG1804'TOP OF DAM ABOUT 0.5 MILE NORTHWEST OF
 EG1804'THE STATION, 16 FEET SOUTHWEST OF THE CENTER
 EG1804'LINE OF ROAD, AND 16
 EG1804'INCHES EAST OF A STANDARD WITNESS POST.
 EG1804'
 EG1804'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EG1804
 EG1804                          STATION RECOVERY (1967)
 EG1804
 EG1804'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1804'THE STATION WAS VISITED 1-30-67 AND ALL MARKS WERE FOUND IN GOOD
 EG1804'CONDITION.
 EG1804'
 EG1804'THE STATION IS LOCATED 1.4 MILES SOUTHEAST OF THE NORTHWEST END OF
 EG1804'SARDIS DAM, 8 MILES
 EG1804'SOUTHEAST OF SARDIS, 11.1 MILES NORTHEAST OF BATESVILLE NEAR
 EG1804'THE U S ENGINEER DEPT
 EG1804'RADIO MAST AND IS IN THE SW QUARTER OF SECTION 12,
 EG1804'T8S, R6W.
 EG1804'
 EG1804'TO REACH FROM THE U S POST OFFICE IN SARDIS GO NORTHEAST ON MAIN
 EG1804'STREET FOR 0.1 MILE TO THE
 EG1804'INTERSECTION OF MISSISSIPPI HIGHWAY 315.  TURN RIGHT
 EG1804'(SOUTHEAST) AND CONTINUE ON
 EG1804'MISSISSIPPI HIGHWAY 315 FOR 1.0 MILE TO
 EG1804'THE INTERSTATE 55 OVERPASS.  CONTINUE ON
 EG1804'MISSISSIPPI HIGHWAY 315 FOR
 EG1804'1.0 MILE TO THE INTERSTATE 55 OVERPASS.  CONTINUE
 EG1804'(EAST-SOUTHEAST) ON
 EG1804'MISSISSIPPI HIGHWAY FOR 315 FOR 6.25 MILES TO THE ENTRANCE TO THE
 EG1804'JOHN KYLE STATE
 EG1804'PARK ON THE LEFT.  CONTINUE (EAST-SOUTHEAST) ON
 EG1804'MISSISSIPPI HIGHWAY 315 FOR 2.1
 EG1804'MILES TO A SIDE ROAD LEFT AT THE
 EG1804'BEGINNING OF MISSISSIPPI HIGHWAY 35.  TURN LEFT
 EG1804'(EAST) AND CONTINUE
 EG1804'ON A BLACKTOP ROAD FOR 0.25 MILE TO A T INTERSECTION.  TURN LEFT
 EG1804'(NORTH) AND
 EG1804'CONTINUE ON A BLACKTOP ROAD ON TOP OF THE DAM FOR 0.3
 EG1804'MILE TO A RADIO MAST AND THE
 EG1804'STATION ON THE LEFT AS DESCRIBED.  TO
 EG1804'REACH THE AZIMUTH CONTINUE EAST-NORTHEAST ON
 EG1804'THE DAM FOR 0.55 MILE TO
 EG1804'THE MARK ON THE LEFT.
 EG1804'
 EG1804'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF AN 11 INCH
 EG1804'SQUARE CONCRETE
 EG1804'POST.
 EG1804'
 EG1804'THE STATION DISK IS STAMPED DAM (1956).  IT IS 131 FEET NORTHWEST OF
 EG1804'THE CENTER OF THE JUNCTION
 EG1804'OF A SIDE ROAD AND THE ROAD ON THE DAM, 125 FEET EAST
 EG1804'OF THE NORTHEAST CORNER OF THE
 EG1804'CYCLONE FENCE AROUND THE RADIO MAST,
 EG1804'85.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EG1804'BRICK BUILDING, 83
 EG1804'FEET WEST OF THE CENTER OF THE ROAD ON LEVEE, 70 FEET SOUTHEAST OF
 EG1804'A CONCRETE POST
 EG1804'SUPPORTING A TRASH CONTAINER ON THE EAST SIDE OF THE
 EG1804'BUILDING, 48 FEET
 EG1804'SOUTH-SOUTHWEST OF THE EAST END OF A CURB AT THE
 EG1804'NORTH END OF THE PARKING LOT, 33
 EG1804'FEET WEST OF THE CENTER OF A
 EG1804'CONCRETE DITCH AND 1 FOOT EAST OF THE EAST EDGE OF
 EG1804'A SURFACED AREA.
 EG1804'
 EG1804'RM 1 IS SET IN A DRILL HOLE IN TOP OF A ROCK AND IS APPROXIMATELY 4
 EG1804'FEET LOWER THAN THE
 EG1804'STATION.  IT IS 90.6 FEET NORTH-NORTHEAST OF THE NORTH
 EG1804'CORNER OF A CONCRETE
 EG1804'HEADWALL OF THE CULVERT UNDER THE DRIVEWAY
 EG1804'LEADING TO THE TOWER, 69.3 FEET SOUTH
 EG1804'OF THE EAST EDGE OF THE CURB AT
 EG1804'THE NORTH END OF THE PARKING LOT, 61.5 FEET WEST OF THE
 EG1804'CENTER OF THE ROAD
 EG1804'ON THE LEVEE, 29.5 FEET EAST OF THE EAST EDGE OF THE SURFACED
 EG1804'AREA, 9 FEET WEST OF
 EG1804'THE CENTER OF THE CONCRETE DITCH, IS STAMPED DAM
 EG1804'NO 1 (1956) AND IS FLUSH WITH THE
 EG1804'GROUND.
 EG1804'
 EG1804'RM 2 IS AN U S ARMY ENGINEER BENCH MARK.  THE MARK IS AN IRON PIPE
 EG1804'SET IN CONCRETE WITH
 EG1804'AN IRON CAP WITH A HOLE NEAR THE CENTER.  IT IS 29 FEET
 EG1804'SOUTHWEST OF THE SOUTH SIDE OF
 EG1804'THE SURFACED AREA, 13 FEET SOUTHWEST
 EG1804'OF THE NORTHEAST CORNER OF THE CYCLONE FENCE
 EG1804'AROUND THE RADIO MAST,
 EG1804'10 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 3 FEET
 EG1804'EAST OF THE EAST
 EG1804'SIDE OF THE FENCE, AND PROJECTS 1 INCH.
 EG1804'
 EG1804'THE AZIMUTH MARK IS 15.5 FEET SOUTHWEST OF THE CENTER OF THE ROAD ON
 EG1804'THE LEVEE, 1.5 FEET
 EG1804'SOUTHWEST OF A SHORT GUARD POST, 1 FOOT SOUTHEAST OF A METAL
 EG1804'WITNESS POST, IS STAMPED
 EG1804'DAM 1956 AND PROJECTS 6 INCHES.
 EG1804
 EG1804                          STATION RECOVERY (1970)
 EG1804
 EG1804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 EG1804'RECOVERED IN GOOD CONDITION.
 EG1804
 EG1804                          STATION RECOVERY (2008)
 EG1804
 EG1804'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1804'THE MARK, RM 1, AND THE AZIMUTH MARK WERE ALL RECOVERED AS DESCRIBED.
 EG1804'THE POINT LISTED AS NEAR DAM, ALSO AS RM 2, WHICH IS DESCRIBED AS A
 EG1804'PIPE WITH CAP WAS FOUND DAMAGED. THE CAP IS MISSING BUT THE PIPE
 EG1804'REMAINS NOW FLUSH WITH CONCRETE RATHER THAN PROJECTING 1 INCH AS
 EG1804'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CG3895 ***********************************************************************
 CG3895  HT_MOD      -  This is a Height Modernization Survey Station.
 CG3895  DESIGNATION -  DAM AZ MK
 CG3895  PID         -  CG3895
 CG3895  STATE/COUNTY-  MS/PANOLA
 CG3895  USGS QUAD   -  SARDIS DAM (1982)
 CG3895
 CG3895                         *CURRENT SURVEY CONTROL
 CG3895  ___________________________________________________________________
 CG3895* NAD 83(2007)-  34 24 22.06586(N)    089 47 34.98092(W)     ADJUSTED  
 CG3895* NAVD 88     -        95.35   (meters)     312.8    (feet)  GPS OBS   
 CG3895  ___________________________________________________________________
 CG3895  EPOCH DATE  -        2002.00
 CG3895  X           -      19,027.702 (meters)                     COMP
 CG3895  Y           -  -5,267,956.519 (meters)                     COMP
 CG3895  Z           -   3,583,744.105 (meters)                     COMP
 CG3895  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CG3895  ELLIP HEIGHT-          68.521 (meters)          (02/15/08) ADJUSTED
 CG3895  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CG3895  HORZ ORDER  -  B
 CG3895  ELLP ORDER  -  FOURTH    CLASS II
 CG3895
 CG3895.The horizontal coordinates were established by GPS observations
 CG3895.and adjusted by the EMC INCORPORATED in February 2008.
 CG3895
 CG3895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG3895.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG3895.The horizontal coordinates are valid at the epoch date displayed above.
 CG3895.The epoch date for horizontal control is a decimal equivalence
 CG3895.of Year/Month/Day.
 CG3895
 CG3895.The orthometric height was determined by GPS observations and a
 CG3895.high-resolution geoid model.
 CG3895.The orthometric height was determined by GPS observations and a
 CG3895.high-resolution geoid model using precise GPS observation and
 CG3895.processing techniques.
 CG3895
 CG3895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG3895
 CG3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG3895
 CG3895.The ellipsoidal height was determined by GPS observations
 CG3895.and is referenced to NAD 83.
 CG3895
 CG3895.The geoid height was determined by GEOID03.
 CG3895
 CG3895;                    North         East     Units Scale Factor Converg.
 CG3895;SPC MS W     -   544,127.639   749,672.923   MT  0.99998040   +0 18 19.1
 CG3895;SPC MS W     - 1,785,192.10  2,459,551.91   sFT  0.99998040   +0 18 19.1
 CG3895;UTM  16      - 3,810,725.882   243,264.817   MT  1.00041254   -1 34 44.7
 CG3895
 CG3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG3895!SPC MS W     -   0.99998924  x   0.99998040  =   0.99996964
 CG3895!UTM  16      -   0.99998924  x   1.00041254  =   1.00040178
 CG3895
 CG3895                          SUPERSEDED SURVEY CONTROL
 CG3895
 CG3895.No superseded survey control is available for this station.
 CG3895
 CG3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4326510726(NAD 83)
 CG3895_MARKER: DZ = AZIMUTH MARK DISK
 CG3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG3895_STAMPING: DAM 1956
 CG3895_MARK LOGO: CGS   
 CG3895_PROJECTION: PROJECTING 15 CENTIMETERS
 CG3895_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG3895+STABILITY: SURFACE MOTION
 CG3895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG3895+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 CG3895
 CG3895  HISTORY     - Date     Condition        Report By
 CG3895  HISTORY     - 1956     MONUMENTED       CGS
 CG3895  HISTORY     - 20070123 GOOD             EMCINC
 CG3895
 CG3895                          STATION DESCRIPTION
 CG3895
 CG3895'DESCRIBED BY EMC INCORPORATED 2007 (MDG)
 CG3895'TO REACH FROM THE U S POST OFFICE IN SARDIS GO NORTHEAST ON MAIN
 CG3895'STREET FOR 0.1 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 315.
 CG3895'TURN RIGHT SOUTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 315 FOR 1.0
 CG3895'MILE TO THE INTERSTATE 55 OVERPASS.  CONTINUE (EAST-SOUTHEAST) ON
 CG3895'MISSISSIPPI HIGHWAY FOR 315 FOR 6.25 MI (10.1 KM) TO THE ENTRANCE TO
 CG3895'THE JOHN KYLE STATE PARK ON THE LEFT.  CONTINUE (EAST-SOUTHEAST) ON
 CG3895'MISSISSIPPI HIGHWAY 315 FOR 2.1 MI (3.4 KM) TO A SIDE ROAD LEFT AT THE
 CG3895'BEGINNING OF MISSISSIPPI HIGHWAY 35.  TURN LEFT (EAST) AND CONTINUE ON
 CG3895'A BLACKTOP ROAD FOR 0.25 MILE TO A T INTERSECTION.  TURN LEFT (NORTH)
 CG3895'AND CONTINUE ON A BLACKTOP ROAD ON TOP OF THE DAM FOR 0.3 MILE TO A
 CG3895'RADIO MAST AND TRIANGULATION STATION DAM ON THE LEFT.  CONTINUE
 CG3895'WEST-NORTHWEST FOR 0.55 MILE TO THE MARK ON THE LEFT PROJECTING 6
 CG3895'INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS 15.5 FT (4.7 M)
 CG3895'SOUTHWEST OF THE CENTER OF THE ROAD ON THE LEVEE AND 1 FT (0.3 M)
 CG3895'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0532 ***********************************************************************
 EH0532  DESIGNATION -  DAMES
 EH0532  PID         -  EH0532
 EH0532  STATE/COUNTY-  MS/COAHOMA
 EH0532  USGS QUAD   -  CLARKSDALE (1967)
 EH0532
 EH0532                         *CURRENT SURVEY CONTROL
 EH0532  ___________________________________________________________________
 EH0532* NAD 83(1993)-  34 12 35.74730(N)    090 32 24.03576(W)     ADJUSTED  
 EH0532* NAVD 88     -        51.690  (meters)     169.59   (feet)  ADJUSTED  
 EH0532  ___________________________________________________________________
 EH0532  X           -     -49,765.101 (meters)                     COMP
 EH0532  Y           -  -5,279,987.748 (meters)                     COMP
 EH0532  Z           -   3,565,742.042 (meters)                     COMP
 EH0532  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EH0532  ELLIP HEIGHT-          25.164 (meters)          (05/13/94) ADJUSTED
 EH0532  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0532  DYNAMIC HT  -          51.639 (meters)     169.42  (feet)  COMP
 EH0532  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EH0532
 EH0532  HORZ ORDER  -  THIRD
 EH0532  VERT ORDER  -  FIRST     CLASS II
 EH0532  ELLP ORDER  -  FOURTH    CLASS I
 EH0532
 EH0532.The horizontal coordinates were established by classical geodetic methods
 EH0532.and adjusted by the National Geodetic Survey in May 1994.
 EH0532
 EH0532.The orthometric height was determined by differential leveling
 EH0532.and adjusted in June 1991.
 EH0532
 EH0532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0532
 EH0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0532
 EH0532.The ellipsoidal height was determined by GPS observations
 EH0532.and is referenced to NAD 83.
 EH0532
 EH0532.The geoid height was determined by GEOID03.
 EH0532
 EH0532.The dynamic height is computed by dividing the NAVD 88
 EH0532.geopotential number by the normal gravity value computed on the
 EH0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0532.degrees latitude (g = 980.6199 gals.).
 EH0532
 EH0532.The modeled gravity was interpolated from observed gravity values.
 EH0532
 EH0532;                    North         East     Units Scale Factor Converg.
 EH0532;SPC MS W     -   522,251.679   680,954.262   MT  0.99995447   -0 06 58.3
 EH0532;SPC MS W     - 1,713,420.72  2,234,097.44   sFT  0.99995447   -0 06 58.3
 EH0532;UTM  15      - 3,788,169.433   726,640.196   MT  1.00023322   +1 23 01.2
 EH0532
 EH0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0532!SPC MS W     -   0.99999605  x   0.99995447  =   0.99995052
 EH0532!UTM  15      -   0.99999605  x   1.00023322  =   1.00022927
 EH0532
 EH0532:                Primary Azimuth Mark                     Grid Az
 EH0532:SPC MS W     -  LYON RAD STA KKC 289 MAST                011 02 24.4
 EH0532:UTM  15      -  LYON RAD STA KKC 289 MAST                009 32 24.9
 EH0532
 EH0532|---------------------------------------------------------------------|
 EH0532| PID    Reference Object                     Distance      Geod. Az  |
 EH0532|                                                           dddmmss.s |
 EH0532| EH2791 LYON RAD STA KKC 289 MAST           APPROX. 1.1 KM 0105526.1 |
 EH0532| EH0533 DAMES RM 1                           16.319 METERS 04844     |
 EH0532| EH0535 DAMES AZ MK                                        1403234.8 |
 EH0532| EH0534 DAMES RM 2                           29.058 METERS 14033     |
 EH0532| EH2790 CLARKSDALE RAD STA KLO 98 TWR       APPROX. 6.3 KM 1785909.6 |
 EH0532| EH2793 CLARKSDALE MUNICIPAL TANK 1         APPROX. 1.5 KM 2520606.6 |
 EH0532| EH2794 LYON PLANTERS MFG CO WATER TK       APPROX. 0.6 KM 2585640.1 |
 EH0532| EH2798 LYON MUNICIPAL TANK                 APPROX. 0.6 KM 3440415.8 |
 EH0532|---------------------------------------------------------------------|
 EH0532
 EH0532                          SUPERSEDED SURVEY CONTROL
 EH0532
 EH0532  NAD 83(1986)-  34 12 35.75990(N)    090 32 24.03134(W) AD(       ) 3
 EH0532  NAD 27      -  34 12 35.36500(N)    090 32 23.67900(W) AD(       ) 3
 EH0532  NGVD 29 (??/??/??)   51.736  (m)          169.74   (f) ADJUSTED    1 2
 EH0532
 EH0532.Superseded values are not recommended for survey control.
 EH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0532.See file dsdata.txt to determine how the superseded data were derived.
 EH0532
 EH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2664088169(NAD 83)
 EH0532_MARKER: DS = TRIANGULATION STATION DISK
 EH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0532_STAMPING: DAMES 1956
 EH0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0532+STABILITY: SURFACE MOTION
 EH0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0532+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0532
 EH0532  HISTORY     - Date     Condition        Report By
 EH0532  HISTORY     - 1956     MONUMENTED       CGS
 EH0532  HISTORY     - 1973     GOOD             MSHD
 EH0532  HISTORY     - 1973     GOOD             MSHD
 EH0532  HISTORY     - 1974     GOOD             MSU
 EH0532  HISTORY     - 1981     GOOD             LOCSUR
 EH0532  HISTORY     - 19811001 GOOD             MSSU
 EH0532  HISTORY     - 1987     GOOD             NGS
 EH0532  HISTORY     - 19880126 GOOD
 EH0532  HISTORY     - 20030623 GOOD             USACE
 EH0532
 EH0532                          STATION DESCRIPTION
 EH0532
 EH0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH0532'THE STATION IS APPROXIMATELY 0.75 MILE SOUTH OF THE REA HEADQUARTES
 EH0532'IN LYON, 0.35 MILE EAST OF THE PLANTERS MANUFACTURING COMPANY
 EH0532'BUILDINGS IN CLARKSDALE AND AT THE JUNCTION OF U. S. HIGHWAY 61
 EH0532'AND STATE HIGHWAY 6 AT THE NORTHEAST EDGE OF CLARKSDALE.  IT IS
 EH0532'IN SECTION 18, T. 27 N., R. 3 W., IN THE SOUTHERN ONE OF TWO
 EH0532'TRAFFIC ISLANDS ON THE EAST SIDE OF U. S. HIGHWAY 61 AND ON
 EH0532'HIGHWAY PROPERTY.
 EH0532'
 EH0532'THE STATION MARKS ARE STANDARD DISKS STAMPED DAMES 1956.  THE
 EH0532'SURFACE MARK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 EH0532'SURFACE OF THE GROUND.  IT IS 163.5 FEET NORTHEAST OF A DESOTO
 EH0532'TRAIL MONUMENT, 63 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 EH0532'OF U. S. HIGHWAY 61 AND STATE HIGHWAY 6, 44.7 FEET EAST OF THE
 EH0532'CENTER OF U. S. HIGHWAY 61, 25.5 FEET NORTHWEST OF THE CENTER
 EH0532'OF THE PAVED ROAD ALONG THE SOUTHEAST SIDE OF THE TRAFFIC
 EH0532'ISLAND, 9 FEET SOUTHEAST OF THE SOUTH CORNER OF A 2-FOOT BY
 EH0532'4-FOOT CONCRETE STORM SEWER WITH AN IRON GRATE OVER THE TOP.
 EH0532'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH0532'APPROXIMATELY 3 FEET BELOW THE SURFACE OF THE GROUND.
 EH0532'
 EH0532'REFERENCE MARK NO. 1, STAMPED DAMES NO 1 1956, IS A STANDARD
 EH0532'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 EH0532'THE GROUND.  IT IS 74.5 FEET EAST OF THE CENTER OF THE JUNCTION
 EH0532'OF THE TWO HIGHWAYS, 24.5 FEET SOUTHEAST OF THE CENTER OF STATE
 EH0532'HIGHWAY 6 AND 21 FEET NORTHWEST OF THE CENTER OF THE PAVED ROAD
 EH0532'ALONG THE SOUTHEAST SIDE OF THE TRAFFIC ISLAND.
 EH0532'
 EH0532'REFERENCE MARK NO. 2, STAMPED DAMES NO 2 1956, IS A STANDARD
 EH0532'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 EH0532'THE GROUND.  IT IS 157 FEET SOUTHEAST OF THE CENTER OF THE
 EH0532'JUNCTION OF THE TWO HIGHWAYS, 126.5 FEET EAST OF THE CENTER OF
 EH0532'U. S. HIGHWAY 61 AND 68 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 EH0532'ROAD ALONG THE SOUTHEAST SIDE OF THE TRAFFIC ISLAND.
 EH0532'
 EH0532'THE AZIMUTH MARK, STAMPED DAMES 1956, IS A STANDARD DISK SET
 EH0532'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 70.5
 EH0532'FEET SOUTHEAST OF THE EASTERN ONE OF TWIN POWER POLES, 24 FEET
 EH0532'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 11 FEET NORTHWEST OF
 EH0532'THE WEST END OF A CONCRETE CULVERT, 6 FEET SOUTHWEST OF A
 EH0532'TELEPHONE POLE, 4-1/2 FEET NORTHEAST OF A CONCRETE POST PIPELINE
 EH0532'MARKER WITH TEXAS GAS PIPELINE 1 PRINTED ON IT.  A WITNESS
 EH0532'POST WAS SET 1-1/2 FEET EAST OF THE MARK.
 EH0532'
 EH0532'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U. S.
 EH0532'HIGHWAY 61 FOR 0.4 MILE TO A POINT WHERE THE HIGHWAY STARTS A
 EH0532'CURVE TO THE RIGHT AND A CROSSROAD, TURN LEFT AND GO EAST 0.4
 EH0532'MILE TO A POINT WHERE A TWIN-POLE POWER LINE CROSSES THE ROAD
 EH0532'AND THE MARK 66 FEET EAST OF THE CENTER OF THE POWER LINE.
 EH0532'
 EH0532'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EH0532
 EH0532                          STATION RECOVERY (1973)
 EH0532
 EH0532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH0532'THE STATION WAS VISITED 3-12-73 AND THE STATION MARK, RM NO 1, RM NO
 EH0532'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  ABOUT
 EH0532'ONE-HALF OF THE DIRT HAS BEEN REMOVED FROM AROUND THE AZIMUTH MARK
 EH0532'BUT THE MARK APPEARS TO BE STEADY.  THE TANK AND THE RADIO MAST
 EH0532'ARE VISIBLE FROM THE STATION.
 EH0532'
 EH0532'THE STATION IS LOCATED 2 MILES ENE OF CLARKSDALE IN THE SE ANGLE OF
 EH0532'THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61, 0.6 MILE SSE OF
 EH0532'LYON, 0.35 MILE EAST OF THE PLANTERS M.F.C. BUILDINGS IN THE NE 1/4
 EH0532'OF THE SE 1/4 OF SECTION 18, T 27N, R 3W, AND IS IN THE SOUTH ONE
 EH0532'OF TWO TRIANGLE FORMED BY ROADS AND IS ON HIGHWAY ROW.  IT IS 43.5
 EH0532'SE OF THE CENTER OF HIGHWAY 6, 52 FEET SSE OF THE CENTER OF THE
 EH0532'JUNCTION OF HIGHWAY 6 AND U.S. HIGHWAY 61, 26 FEET NW OF THE
 EH0532'CENTER OF A CONNECTION LANE OF THE SE SIDE OF A TRIANGLE FORMED BY
 EH0532'ROADS, 9 FEET SSE OF THE SOUTH CORNER OF A 2 BY 4 FOOT STORM
 EH0532'SEWER, 10 FEET SE OF A SIGNAL LAMP POLE WITH GUY WIRES, 5.5 FEET
 EH0532'WNW OF A ROW OF POWER POLES, 163.5 FEET NE OF A DESOTO TRAIL
 EH0532'MONUMENT AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 EH0532'TRAINGULATION DISK, STAMPED DAMES 1956 FLUSH.
 EH0532'
 EH0532'REFERENCE MARK NO 1 IS 53.54 FEET NE OF THE STATION.  IT IS 72 FEET
 EH0532'SE OF THE CENTER OF HIGHWAY 61, 33.5 FEET SSE OF THE CENTER OF
 EH0532'HIGHWAY 6, 20 FEET NW OF THE CENTER OF A CONNECTING ROAD ON THE SE
 EH0532'SIDE OF A TRIANGLE FORMED BY ROADS, 57 FEET NE OF A SIGNAL LAMP
 EH0532'POLE WITH GUY WIRES AND 21.5 FEET SE OF A ROW OF POWER POLES.  IT
 EH0532'IS A REFERENCE MARK DISK, STAMPED DAMES NO 1 1956 FLUSH.
 EH0532'
 EH0532'REFERENCE MARK NO 2 IS 94.73 FEET SE OF THE STATION.  IT IS 125
 EH0532'FEET SE OF THE CENTER OF HIGHWAY 61, 149 FEET SE OF THE JUNCTION OF
 EH0532'HIGHWAY 6 AND 61, 68 FEET SE OF THE CENTER OF A CONNECTING ROAD ON
 EH0532'THE SE SIDE OF A TRIANGLE FORMED BY ROADS, 195 FEET NE OF A POWER
 EH0532'POLE WITH A SMALL TRANSFORMER, 45 FEET NW OF A ROW OF WOODEN POST
 EH0532'MARKING THE HIGHWAY ROW AND 1 FOOT NE OF A METAL WITNESS POST.
 EH0532'IT IS A REFERENCE MARK DISK, STAMPED DAMES NO 2 1956 FLUSH.
 EH0532'
 EH0532'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 110.26 FEET.
 EH0532'
 EH0532'THE AZIMUTH MARK IS 0.5 MILE SE OF THE STATION.  IT IS 24 FEET NORTH
 EH0532'OF THE CENTER OF A BLACK TOP ROAD, 49 FEET EAST OF THE CENTER OF A
 EH0532'FIELD ROAD, 34 FEET EAST OF A POWER POLE NO. 6, 70 FEET ESE OF THE
 EH0532'EAST ONE OF A DOUBLE POLE, 47 FEET NNE OF THE NE CORNER OF A FENCE
 EH0532'AROUND A GAS VALVE, 5 FEET WNE OF THE EAST ONE OF TWO HIGH
 EH0532'PRESSURE GAS WARNING SIGNS AND 1 FOOT NORTH OF A METAL WITNESS
 EH0532'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DANES 1956 PROJECTING 14
 EH0532'INCHES.
 EH0532'
 EH0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0532'CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR 1.45 MILES TO A CROSSROAD
 EH0532'AT THE END OF A CURVE.
 EH0532'
 EH0532'CONTINUE NE ON U.S. HIGHWAY 61 FOR 0.45 MILE TO THE JUNCTION OF
 EH0532'HIGHWAY 6 AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 EH0532'FROM THE CROSSROAD TURN RIGHT AND GO EAST ON A BLACK TOP ROAD FOR
 EH0532'0.45 MILE TO A PIPE LINE AND THE MARK ON THE LEFT.
 EH0532'
 EH0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES ENE OF
 EH0532'CLARKSDALE.
 EH0532
 EH0532                          STATION RECOVERY (1973)
 EH0532
 EH0532'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0532'2 MI ENE FROM CLARKSDALE.
 EH0532'THE MARK IS LOCATED 2 MILES ENE OF THE COURTHOUSE IN CLARKSDALE IN THE
 EH0532'SE ANGLE OF THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 IN THE
 EH0532'SOUTH ONE OF TWO TRIANGULAR PLOT OF GROUND FORMED BY ROADS, 0.6 MILE
 EH0532'SSE OF LYON, 0.35 MILE EAST OF THE PLANTERS M.F.C. BUILDINGS IN THE NE
 EH0532'1/4 OF THE SE 1/4 OF SECTION 18, T 27N, R 3W.  IT IS 43.5 FEET SE OF
 EH0532'THE CENTER OF HIGHWAY 61, 52 FEET SSE OF THE CENTER OF THE JUNCTION OF
 EH0532'HIGHWAY 6 AND 61, 26 FEET NW OF THE CENTER OF THE EAST BOUND TRAFFIC
 EH0532'LANE OF HIGHWAY 6, 163.5 FEET NE OF A DESOTO TRAIL MONUMENT, 9 FEET
 EH0532'SSE OF THE SOUTH CORNER OF A 2X4 FOOT STORM SEWER, 10 FEET SE OF A
 EH0532'SIGNAL LAMP POLE WITH GUY WIRES, 5.5 FEET WNW OF A ROW OF POWER POLES
 EH0532'1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH
 EH0532'SQUARE CONCRETE POST ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 EH0532'IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EH0532'49 AND 61 IN CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR 1.9 MILES TO
 EH0532'THE JUNCTION OF STATE HIGHWAY 6 AND THE STATION ON THE RIGHT.
 EH0532
 EH0532                          STATION RECOVERY (1974)
 EH0532
 EH0532'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (CC)
 EH0532'DAMES 1956 RECOVERED GOOD.
 EH0532'
 EH0532'DAMES NO 1 1956 RECOVERED GOOD.
 EH0532'
 EH0532'DAMES NO 2 1956 RECOVERED GOOD.
 EH0532'
 EH0532'DAMES 1956 (AZ MK) DISTURBED - HAS BEEN DUG UP AND RESET IN SAME
 EH0532'HOLE - NOW PROJECT 1.2 FEET ABOVE GROUND.
 EH0532
 EH0532                          STATION RECOVERY (1981)
 EH0532
 EH0532'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EH0532'DAMES 1956 RECOVERED GOOD.  ALL REFERENCES IN PLACE.
 EH0532'
 EH0532'ELEV. ESTABLISHED BY MISSISSIPPI HWY DEPT OF 169.734 FEET.
 EH0532
 EH0532                          STATION RECOVERY (1981)
 EH0532
 EH0532'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0532'RECOVERED IN GOOD CONDITION.
 EH0532
 EH0532                          STATION RECOVERY (1987)
 EH0532
 EH0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EH0532'THE STATION WAS RECOVERED AT THIS DATE.
 EH0532'AS DESCRIBED IN 1973.
 EH0532'
 EH0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 49
 EH0532'IN THE CENTER OF CLARKSDALE, GO NORTH FOR 3.0 KM (1.85 MI) ON
 EH0532'HIGHWAY 61 TO THE JUNCTION OF STATE HIGHWAY 6 AND THE STATION ON
 EH0532'THE RIGHT.
 EH0532'
 EH0532'THE STATION IS NOW 0.30 METER (1.0 FT) NORTH FROM A CARSONITE
 EH0532'WITNESS POST.
 EH0532'
 EH0532'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 EH0532
 EH0532                          STATION RECOVERY (1988)
 EH0532
 EH0532'RECOVERED 1988
 EH0532'RECOVERED IN GOOD CONDITION.
 EH0532
 EH0532                          STATION RECOVERY (2003)
 EH0532
 EH0532'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0535 ***********************************************************************
 EH0535  DESIGNATION -  DAMES AZ MK
 EH0535  PID         -  EH0535
 EH0535  STATE/COUNTY-  MS/COAHOMA
 EH0535  USGS QUAD   -  CLARKSDALE (1967)
 EH0535
 EH0535                         *CURRENT SURVEY CONTROL
 EH0535  ___________________________________________________________________
 EH0535* NAD 83(1986)-  34 12 16.     (N)    090 32 04.     (W)     SCALED    
 EH0535* NAVD 88     -        50.696  (meters)     166.33   (feet)  ADJUSTED  
 EH0535  ___________________________________________________________________
 EH0535  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH0535  DYNAMIC HT  -          50.647 (meters)     166.16  (feet)  COMP
 EH0535  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EH0535
 EH0535  VERT ORDER  -  FIRST     CLASS II
 EH0535
 EH0535.The horizontal coordinates were scaled from a topographic map and have
 EH0535.an estimated accuracy of +/- 6 seconds.
 EH0535
 EH0535.The orthometric height was determined by differential leveling
 EH0535.and adjusted in June 1991.
 EH0535
 EH0535.The geoid height was determined by GEOID03.
 EH0535
 EH0535.The dynamic height is computed by dividing the NAVD 88
 EH0535.geopotential number by the normal gravity value computed on the
 EH0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0535.degrees latitude (g = 980.6199 gals.).
 EH0535
 EH0535.The modeled gravity was interpolated from observed gravity values.
 EH0535
 EH0535;                    North         East    Units  Estimated Accuracy
 EH0535;SPC MS W     -   521,640.      681,470.      MT  (+/- 180 meters Scaled)
 EH0535
 EH0535                          SUPERSEDED SURVEY CONTROL
 EH0535
 EH0535  NGVD 29 (??/??/??)   50.738  (m)          166.46   (f) ADJUSTED    1 2
 EH0535
 EH0535.Superseded values are not recommended for survey control.
 EH0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0535.See file dsdata.txt to determine how the superseded data were derived.
 EH0535
 EH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT271875(NAD 83)
 EH0535_MARKER: DZ = AZIMUTH MARK DISK
 EH0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0535_STAMPING: DAMES 1956
 EH0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0535+STABILITY: SURFACE MOTION
 EH0535
 EH0535  HISTORY     - Date     Condition        Report By
 EH0535  HISTORY     - 1956     MONUMENTED       CGS
 EH0535  HISTORY     - 1973     GOOD             MSHD
 EH0535
 EH0535                          STATION DESCRIPTION
 EH0535
 EH0535'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0535'2.2 MI E FROM CLARKSDALE.
 EH0535'THE MARK IS LOCATED 2.2 MILES EAST OF THE COURTHOUSE NEAR THE CENTER
 EH0535'OF A HIGH PRESSURE GAS LINE, 1 MILE SE OF LYON IN THE SW 1/4 OF
 EH0535'SECTION 17, T 27N, R 3W.  IT IS ABOUT 0.5 MILE SE OF THE STATION, 24
 EH0535'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 49 FEET EAST OF THE
 EH0535'CENTER OF A FIELD ROAD, 34 FEET EAST OF A POWER POLE NO. 6, 70 FEET
 EH0535'ESE OF THE EAST ONE OF A DOUBLE POLE, 47 FEET NNE OF THE NE CORNER OF
 EH0535'A FENCE AROUND A GAS VALVE, 5 FEET WNW OF THE EAST ONE OF TWO HIGH
 EH0535'PRESSURE WARNING SIGNS, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 EH0535'THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD
 EH0535'AND PROJECTS 14 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49
 EH0535'AND 61 IN CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR 1.45 MILES TO A
 EH0535'CROSSROAD AT THE END OF A CURVE. TURN RIGHT AND GO EAST ON A BLACK TOP
 EH0535'ROAD FOR 0.45 MILE TO A GAS LINE CROSSING AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0533 ***********************************************************************
 EH0533  DESIGNATION -  DAMES RM 1
 EH0533  PID         -  EH0533
 EH0533  STATE/COUNTY-  MS/COAHOMA
 EH0533  USGS QUAD   -  CLARKSDALE (1967)
 EH0533
 EH0533                         *CURRENT SURVEY CONTROL
 EH0533  ___________________________________________________________________
 EH0533* NAD 83(1986)-  34 12 35.     (N)    090 32 23.     (W)     SCALED    
 EH0533* NAVD 88     -        51.763  (meters)     169.83   (feet)  ADJUSTED  
 EH0533  ___________________________________________________________________
 EH0533  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0533  DYNAMIC HT  -          51.712 (meters)     169.66  (feet)  COMP
 EH0533  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EH0533
 EH0533  VERT ORDER  -  FIRST     CLASS II
 EH0533
 EH0533.The horizontal coordinates were scaled from a topographic map and have
 EH0533.an estimated accuracy of +/- 6 seconds.
 EH0533
 EH0533.The orthometric height was determined by differential leveling
 EH0533.and adjusted in June 1991.
 EH0533
 EH0533.The geoid height was determined by GEOID03.
 EH0533
 EH0533.The dynamic height is computed by dividing the NAVD 88
 EH0533.geopotential number by the normal gravity value computed on the
 EH0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0533.degrees latitude (g = 980.6199 gals.).
 EH0533
 EH0533.The modeled gravity was interpolated from observed gravity values.
 EH0533
 EH0533;                    North         East    Units  Estimated Accuracy
 EH0533;SPC MS W     -   522,230.      680,980.      MT  (+/- 180 meters Scaled)
 EH0533
 EH0533                          SUPERSEDED SURVEY CONTROL
 EH0533
 EH0533  NGVD 29 (??/??/??)   51.807  (m)          169.97   (f) ADJUSTED    1 2
 EH0533
 EH0533.Superseded values are not recommended for survey control.
 EH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0533.See file dsdata.txt to determine how the superseded data were derived.
 EH0533
 EH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT266881(NAD 83)
 EH0533_MARKER: DR = REFERENCE MARK DISK
 EH0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0533_STAMPING: DAMES NO 1 1956
 EH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0533+STABILITY: SURFACE MOTION
 EH0533
 EH0533  HISTORY     - Date     Condition        Report By
 EH0533  HISTORY     - 1956     MONUMENTED       CGS
 EH0533  HISTORY     - 1973     GOOD             MSHD
 EH0533  HISTORY     - 19811001 GOOD             MSSU
 EH0533
 EH0533                          STATION DESCRIPTION
 EH0533
 EH0533'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0533'2 MI ENE FROM CLARKSDALE.
 EH0533'THE MARK IS LOCATED 2 MILES ENE OF THE COURTHOUSE IN CLARKSDALE IN THE
 EH0533'SE ANGLE OF THE JUNCTION OF STATE HGIGHWAY 6 AND U.S. HIGHWAY 61 IN A
 EH0533'TRAINGULAR PLOT OF GROUND FORMED BY ROADS ON THE SOUTH SIDE OF HIGHWAY
 EH0533'6, 0.6 MILE SSE OF LYON, 0.35 MILE EAST OF THE PLANTERN M.F.C.
 EH0533'BUILDINGS IN THE NE 1/4 OF THE SE 1/4 OF SECTION 18, T 27N, R 3W. IT
 EH0533'IS 53.54 FEET NE OF THE STATION, 72 FEET SE OF THE CENTER OF HIGHWAY
 EH0533'61, 33.5 FEET SSE OF THE CENTER OF HIGHWAY 6, 20 FEET NW OF THE CENTER
 EH0533'OF THE EAST BOUND LANE OF HIGHWAY 6, 57 FEET NE OF A SIGNAL LAMP POLE
 EH0533'WITH GUY WIRES, 21.5 FEET SE OF A ROW OF POLES SET IN THE TOP OF AN 11
 EH0533'INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH
 EH0533'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH0533'IN CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR 1.9 MILES TO THE JUNCTION
 EH0533'OF STATE HIGHWAY 6 AND THE MARK ON THE RIGHT.
 EH0533
 EH0533                          STATION RECOVERY (1981)
 EH0533
 EH0533'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0534 ***********************************************************************
 EH0534  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0534  CBN         -  This is a Cooperative Base Network Control Station.
 EH0534  DESIGNATION -  DAMES RM 2
 EH0534  PID         -  EH0534
 EH0534  STATE/COUNTY-  MS/COAHOMA
 EH0534  USGS QUAD   -  CLARKSDALE (1967)
 EH0534
 EH0534                         *CURRENT SURVEY CONTROL
 EH0534  ___________________________________________________________________
 EH0534* NAD 83(2007)-  34 12 35.03173(N)    090 32 23.31004(W)     ADJUSTED  
 EH0534* NAVD 88     -        51.54   (meters)     169.1    (feet)  GPS OBS   
 EH0534  ___________________________________________________________________
 EH0534  EPOCH DATE  -        2002.00
 EH0534  X           -     -49,746.640 (meters)                     COMP
 EH0534  Y           -  -5,280,000.202 (meters)                     COMP
 EH0534  Z           -   3,565,723.728 (meters)                     COMP
 EH0534  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EH0534  ELLIP HEIGHT-          25.023 (meters)          (02/10/07) ADJUSTED
 EH0534  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0534
 EH0534  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH0534  Type    PID    Designation                      North   East  Ellip
 EH0534  -------------------------------------------------------------------
 EH0534  NETWORK EH0534 DAMES RM 2                        0.57   0.51   1.35
 EH0534  -------------------------------------------------------------------
 EH0534
 EH0534.The horizontal coordinates were established by GPS observations
 EH0534.and adjusted by the National Geodetic Survey in February 2007.
 EH0534
 EH0534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0534.The horizontal coordinates are valid at the epoch date displayed above.
 EH0534.The epoch date for horizontal control is a decimal equivalence
 EH0534.of Year/Month/Day.
 EH0534
 EH0534.The orthometric height was determined by GPS observations and a
 EH0534.high-resolution geoid model.
 EH0534.The orthometric height was determined by GPS observations and a
 EH0534.high-resolution geoid model using precise GPS observation and
 EH0534.processing techniques. It supersedes the leveled height previously
 EH0534.determined for this station.
 EH0534
 EH0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0534
 EH0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0534
 EH0534.The ellipsoidal height was determined by GPS observations
 EH0534.and is referenced to NAD 83.
 EH0534
 EH0534.The geoid height was determined by GEOID03.
 EH0534
 EH0534;                    North         East     Units Scale Factor Converg.
 EH0534;SPC MS W     -   522,229.594   680,972.794   MT  0.99995446   -0 06 57.9
 EH0534;SPC MS W     - 1,713,348.26  2,234,158.24   sFT  0.99995446   -0 06 57.9
 EH0534;UTM  15      - 3,788,147.835   726,659.305   MT  1.00023332   +1 23 01.6
 EH0534
 EH0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0534!SPC MS W     -   0.99999607  x   0.99995446  =   0.99995053
 EH0534!UTM  15      -   0.99999607  x   1.00023332  =   1.00022939
 EH0534
 EH0534                          SUPERSEDED SURVEY CONTROL
 EH0534
 EH0534  ELLIP H (09/08/03)   25.033  (m)                       GP(       ) 4 1
 EH0534  ELLIP H (04/15/02)   25.010  (m)                       GP(       ) 4 2
 EH0534  NAD 83(1993)-  34 12 35.03150(N)    090 32 23.30929(W) AD(       ) B
 EH0534  ELLIP H (02/15/02)   25.009  (m)                       GP(       ) 4 1
 EH0534  NAVD 88 (06/15/91)   51.611  (m)          169.33   (f) ADJUSTED    1 2
 EH0534  NGVD 29 (??/??/??)   51.654  (m)          169.47   (f) ADJUSTED    1 2
 EH0534
 EH0534.Superseded values are not recommended for survey control.
 EH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0534.See file dsdata.txt to determine how the superseded data were derived.
 EH0534
 EH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2665988148(NAD 83)
 EH0534_MARKER: DR = REFERENCE MARK DISK
 EH0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0534_STAMPING: DAMES NO 2 1956
 EH0534_MARK LOGO: CGS   
 EH0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0534+STABILITY: SURFACE MOTION
 EH0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0534+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0534
 EH0534  HISTORY     - Date     Condition        Report By
 EH0534  HISTORY     - 1956     MONUMENTED       CGS
 EH0534  HISTORY     - 1973     GOOD             MSHD
 EH0534  HISTORY     - 19811001 GOOD             MSSU
 EH0534  HISTORY     - 20000801 GOOD             NGS
 EH0534  HISTORY     - 20020219 GOOD             USACE
 EH0534  HISTORY     - 20020424 GOOD             EMCINC
 EH0534  HISTORY     - 20080130 GOOD             MSDOT
 EH0534
 EH0534                          STATION DESCRIPTION
 EH0534
 EH0534'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0534'2 MI ENE FROM CLARKSDALE.
 EH0534'THE MARK IS LOCATED 2 MILES ENE OF THE COURTHOUSE IN CLARKSDALE IN THE
 EH0534'SE ANGLE OF THE JUNCTION OF STATE HIGHWAY 6 ON THE SE ROW OF STATE
 EH0534'HIGHWAY 6 AND U.S. HIGHWAY 61, 0.6 MILE SSE OF LYON, 0.35 MILE EAST OF
 EH0534'THE PLANTERS M.F.C. BUILDING IN THE NE 1/4 OF THE SE 1/4 OF SECTION
 EH0534'18, T 27N, R 3W.  IT IS 94.73 FEET SE OF THE STATION, 125 FEET SE OF
 EH0534'THE CENTER OF HIGHWAY 61, 149 FEET SE OF THE JUNCTION OF HIGHWAY 6 AND
 EH0534'61, 68 FEET SE OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 6, 195
 EH0534'FEET NE OF A POWER POLE WITH A SMALL TRANSFORMER, 45 FEET NW OF A ROW
 EH0534'OF WOODEN POST MARKING THE HIGHWAY ROW, 1 FOOT NE OF A METAL WITNESS
 EH0534'POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 EH0534'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 EH0534'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO EAST ON
 EH0534'U.S. HIGHWAY 61 FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 6 AND
 EH0534'THE MARK ON THE RIGHT.
 EH0534
 EH0534                          STATION RECOVERY (1981)
 EH0534
 EH0534'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0534'RECOVERED IN GOOD CONDITION.
 EH0534
 EH0534                          STATION RECOVERY (2000)
 EH0534
 EH0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH0534'RECOVERED AS DESCRIBED.  ADDITIONAL TIES.  THE STATION IS 44.9 FT
 EH0534'(13.7 M) NORTHWEST OF AN ORANGE WITNESS POST SET IN LINE WITH WOOD ROW
 EH0534'MARKER POSTS, AND ON LINE BETWEEN THIS WITNESS POST AND THE MAIN
 EH0534'STATION AND A SIGNAL LIGHT POLE.
 EH0534
 EH0534                          STATION RECOVERY (2002)
 EH0534
 EH0534'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EH0534'RECOVERED IN GOOD CONDITION.
 EH0534
 EH0534                          STATION RECOVERY (2002)
 EH0534
 EH0534'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH0534'THE MARK IS LOCATED 2 MI. ENE OF THE COURTHOUSE IN CLARKSDALE IN THE
 EH0534'SE ANGLE OF THE
 EH0534'JUNCTION OF ST HWY 6 ON THE SE ROW OF ST HWY 6 AND US HWY 61, 0.6
 EH0534'MI.SSE OF LYON, 0.35 MI.
 EH0534'EAST OF THE PLANTERS M.F.C. BUILDING IN THE NE 1/4 OF THE SE 1/4 OF
 EH0534'SECTION 18, T-27-N, R-3-W. IT
 EH0534'IS 94.73 FT. SE OF THE STATION, 125 FT. SE OF THE CENTER OF HWY 61,
 EH0534'149 FT. SE OF THE JUNCTION
 EH0534'OF HWY 6 AND 61, 68 FT. SE OF THE CENTER OF THE EAST BOUND LANE OF HWY
 EH0534'6, 195 FT. NE OF A
 EH0534'POWER POLE WITH A SMALL TRANSFORMER, 45 FT. NW OF A WOODEN ROW POST
 EH0534'MARKING THE HWY
 EH0534'ROW, 1 FT. NE OF A METAL WITNESS POST SET IN THE TOP OF AN 11 IN.
 EH0534'SQUARE CONCRETE POST
 EH0534'ABOUT 1 FT. ABOVE THE LEVEL OF THE HWY AND IS FLUSH WITH THE GROUND.
 EH0534'TO REACH FROM THE
 EH0534'JUNCTION OF US HWY 49 AND 61 IN CLARKSDALE GO EAST ON US HWY 61 FOR
 EH0534'1.9 MI. TO THE
 EH0534'JUNCTION OF ST HWY 6 AND THE MARK ON THE RIGHT.
 EH0534'MARK FOUND AS DESCRIBED ABOVE.
 EH0534' 
 EH0534'
 EH0534
 EH0534                          STATION RECOVERY (2008)
 EH0534
 EH0534'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2611 ***********************************************************************
 BH2611  DESIGNATION -  DAN
 BH2611  PID         -  BH2611
 BH2611  STATE/COUNTY-  MS/HARRISON
 BH2611  USGS QUAD   -  GULFPORT NW (1985)
 BH2611
 BH2611                         *CURRENT SURVEY CONTROL
 BH2611  ___________________________________________________________________
 BH2611* NAD 83(1993)-  30 25 28.17301(N)    089 08 11.37825(W)     ADJUSTED  
 BH2611* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BH2611  ___________________________________________________________________
 BH2611  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH2611  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2611  HORZ ORDER  -  SECOND
 BH2611
 BH2611.The horizontal coordinates were established by classical geodetic methods
 BH2611.and adjusted by the National Geodetic Survey in May 1994.
 BH2611
 BH2611.The orthometric height was scaled from a topographic map.
 BH2611
 BH2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2611
 BH2611.The geoid height was determined by GEOID03.
 BH2611
 BH2611;                    North         East     Units Scale Factor Converg.
 BH2611;SPC MS E     -   102,515.570   270,875.841   MT  0.99996046   -0 09 12.7
 BH2611;SPC MS E     -   336,336.50    888,698.49   sFT  0.99996046   -0 09 12.7
 BH2611;UTM  16      - 3,367,762.066   294,799.395   MT  1.00011949   -1 04 56.3
 BH2611
 BH2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2611!SPC MS E     -   1.00000222  x   0.99996046  =   0.99996268
 BH2611!UTM  16      -   1.00000222  x   1.00011949  =   1.00012171
 BH2611
 BH2611:                Primary Azimuth Mark                     Grid Az
 BH2611:SPC MS E     -  DAN AZ MK                                008 16 22.9
 BH2611:UTM  16      -  DAN AZ MK                                009 12 06.5
 BH2611
 BH2611|---------------------------------------------------------------------|
 BH2611| PID    Reference Object                     Distance      Geod. Az  |
 BH2611|                                                           dddmmss.s |
 BH2611| DD7790 DAN AZ MK                                          0080710.2 |
 BH2611| BH2614 DAN 1958 POINT A                     89.997 METERS 01444     |
 BH2611| BH2613 DAN 1958 POINT B                    345.983 METERS 09258     |
 BH2611| BH2589 GULFPORT MUNICIPAL TANK             APPROX. 8.4 KM 0983223.0 |
 BH2611| BH2586 AIRPORT BCN GULFPORT MUN APT        APPROX. 7.3 KM 1051340.2 |
 BH2611| BH2612 DAN 2                               336.830 METERS 10610     |
 BH2611| DD7791 DAN RM 1                             26.705 METERS 10859     |
 BH2611| DD7792 DAN RM 2                             24.230 METERS 33432     |
 BH2611|---------------------------------------------------------------------|
 BH2611
 BH2611                          SUPERSEDED SURVEY CONTROL
 BH2611
 BH2611  NAD 83(1986)-  30 25 28.18935(N)    089 08 11.36858(W) AD(       ) 2
 BH2611  NAD 27      -  30 25 27.48200(N)    089 08 11.22400(W) AD(       ) 2
 BH2611
 BH2611.Superseded values are not recommended for survey control.
 BH2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2611.See file dsdata.txt to determine how the superseded data were derived.
 BH2611
 BH2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9479967762(NAD 83)
 BH2611_MARKER: DS = TRIANGULATION STATION DISK
 BH2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2611+STABILITY: SURFACE MOTION
 BH2611
 BH2611  HISTORY     - Date     Condition        Report By
 BH2611  HISTORY     - 1958     MONUMENTED       CGS
 BH2611  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BH2611
 BH2611                          STATION DESCRIPTION
 BH2611
 BH2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2611'LOCATION ABOUT 3-1/2 MILES NORTH AND 2-1/2 MILES WEST OF GULFPORT, ON
 BH2611'LAND OWNED BY L.M. DANTZLER LUMBER CO., IN THE NORTHWEST 1/4 OF
 BH2611'SECTION 19, R 11 W, T 7 S.
 BH2611'
 BH2611'REACHED FROM JUNCTION OF U.S. HIGHWAYS 90 AND 49 IN THE SOUTH EDGE OF
 BH2611'GULFPORT, BY GOING NORTH ON HIGHWAY 49 FOR 5.0 MILES TO A SIDE
 BH2611'ROAD LEFT AND SIGN LANDON, TURN LEFT, WEST, FOR 0.1 MILE TO FORK,
 BH2611'TAKE LEFT FORK, WESTERLY, FOR 1.8 MILES TO A SIDE ROAD RIGHT AT
 BH2611'STORE IN THE NORTHWEST ANGLE OF INTERSECTION, CONTINUE STRAIGHT AHEAD
 BH2611'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.2
 BH2611'MILE TO CROSSROADS, TURN LEFT, SOUTH, AND FOLLOW GRADED DIRT ROAD FOR
 BH2611'1.0 MILE TO A SIDE ROAD RIGHT AND STATION ON THE LEFT.
 BH2611'
 BH2611'STATION MARKS ARE STANDARD DISKS, STAMPED DAN 1958.  THE SURFACE MARK
 BH2611'IS SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 5
 BH2611'INCHES.  IT IS 192 FEET NORTH-NORTH-EAST OF THE CENTER OF
 BH2611'INTERSECTION OF NORTH-SOUTH DIRT ROAD AND SIDE ROAD LEADING WEST,
 BH2611'87 FEET SOUTHEAST OF THE NORTH GATE POST IN A NORTH-SOUTH FENCE, 76
 BH2611'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOG LOT, 73 FEET
 BH2611'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 33 FEET SOUTH OF
 BH2611'THE CENTER OF A TRACK ROAD.  THE UNDERGROUND MARK WAS SET IN AN
 BH2611'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 BH2611'
 BH2611'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAN NO 1 1958, SET IN
 BH2611'THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 5
 BH2611'INCHES.  IT IS 161 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 BH2611'111 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOG LOT AND 32
 BH2611'FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 BH2611'
 BH2611'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAN NO 2 1958,
 BH2611'SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 BH2611'INCHES. IT IS 40 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD,
 BH2611'22 FEET EAST OF THE EAST GATE POST, 18 FEET NORTH OF THE CENTER
 BH2611'OF THE TRACK ROAD AND 1 FOOT SOUTH OF THE EAST-WEST HOG LOT FENCE.
 BH2611'
 BH2611'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAN 1958, SET IN THE TOP OF A
 BH2611'11-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT IS 154
 BH2611'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORY, RED BRICK,
 BH2611'BUILDING, 57 FEET NORTH OF A TELEPHONE LINE POLE, 22 FEET
 BH2611'NORTH OF THE CENTER OF AN EAST-WEST MACADAM ROAD AND 22 FEET WEST OF
 BH2611'A POWERLINE POLE.  A WHITE WITNESS POST WAS SET 1 FOOT WEST OF THE
 BH2611'MARK.
 BH2611'
 BH2611'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2611
 BH2611                          STATION RECOVERY (1969)
 BH2611
 BH2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2611'THE STATION WAS VISITED 9-4-68 AND THE STATION MARK, REFERENCE MARK
 BH2611'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2611'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO HEAVY TIMBER
 BH2611'GROWTH ON LINE AND A DISTANCE OF 1 MILE FROM THE STATION.  THE
 BH2611'STATION AND REFERENCE MARKS WERE REQUESTED MOVED AT THIS DATE DUE TO
 BH2611'ROAD CONSTRUCTION ON INTERSTATE HIGHWAY I-10.  THIS WAS DONE BY
 BH2611'ESTABLISHING A NEW STATION DAN 2 1969, 1105.08 FEET EAST OF THE
 BH2611'STATION.  ALL MARKS EXCEPT THE AZIMUTH MARK WERE DESTROYED AND THE
 BH2611'DISKS RECLAIMED.  THE UNDERGROUND FOR THE STATION WILL BE UNDER
 BH2611'THE FILL OF THE NORTH LANE OF THE INTERSTATE HIGHWAY.  THE AZIMUTH
 BH2611'MARK WAS LEFT AS FOUND.  A NEW AZIMUTH WAS ESTABLISHED FOR
 BH2611'DAN 2 1969, BY A POLARIS OBSERVATION.  SEE DESCRIPTION FOR DAN 2
 BH2611'1969.
 BH2611'
 BH2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES NW OF
 BH2611'GULFPORT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2612 ***********************************************************************
 BH2612  DESIGNATION -  DAN 2
 BH2612  PID         -  BH2612
 BH2612  STATE/COUNTY-  MS/HARRISON
 BH2612  USGS QUAD   -  GULFPORT NW (1985)
 BH2612
 BH2612                         *CURRENT SURVEY CONTROL
 BH2612  ___________________________________________________________________
 BH2612* NAD 83(1993)-  30 25 25.12749(N)    089 07 59.25589(W)     ADJUSTED  
 BH2612* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BH2612  ___________________________________________________________________
 BH2612  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BH2612  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2612  HORZ ORDER  -  SECOND
 BH2612
 BH2612.The horizontal coordinates were established by classical geodetic methods
 BH2612.and adjusted by the National Geodetic Survey in May 1994.
 BH2612
 BH2612.The orthometric height was scaled from a topographic map.
 BH2612
 BH2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2612
 BH2612.The geoid height was determined by GEOID03.
 BH2612
 BH2612;                    North         East     Units Scale Factor Converg.
 BH2612;SPC MS E     -   102,420.927   271,199.087   MT  0.99996023   -0 09 06.5
 BH2612;SPC MS E     -   336,025.99    889,759.00   sFT  0.99996023   -0 09 06.5
 BH2612;UTM  16      - 3,367,662.180   295,121.115   MT  1.00011786   -1 04 50.1
 BH2612
 BH2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2612!SPC MS E     -   1.00000222  x   0.99996023  =   0.99996245
 BH2612!UTM  16      -   1.00000222  x   1.00011786  =   1.00012008
 BH2612
 BH2612|---------------------------------------------------------------------|
 BH2612| PID    Reference Object                     Distance      Geod. Az  |
 BH2612|                                                           dddmmss.s |
 BH2612| BH2613 DAN 1958 POINT B                     78.985 METERS 01611     |
 BH2612| DD7793 DAN 2 AZ MK                                        0771903.8 |
 BH2612| DD7794 DAN 2 RM 3                           26.330 METERS 08648     |
 BH2612| DD7795 DAN 2 RM 4                           24.158 METERS 18624     |
 BH2612| BH2611 DAN                                 336.830 METERS 28610     |
 BH2612| BH2614 DAN 1958 POINT A                    350.816 METERS 30102     |
 BH2612|---------------------------------------------------------------------|
 BH2612
 BH2612                          SUPERSEDED SURVEY CONTROL
 BH2612
 BH2612  NAD 83(1986)-  30 25 25.14382(N)    089 07 59.24627(W) AD(       ) 2
 BH2612  NAD 27      -  30 25 24.43617(N)    089 07 59.10116(W) AD(       ) 2
 BH2612
 BH2612.Superseded values are not recommended for survey control.
 BH2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2612.See file dsdata.txt to determine how the superseded data were derived.
 BH2612
 BH2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9512167662(NAD 83)
 BH2612_MARKER: DS = TRIANGULATION STATION DISK
 BH2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2612+STABILITY: SURFACE MOTION
 BH2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2612+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 BH2612
 BH2612  HISTORY     - Date     Condition        Report By
 BH2612  HISTORY     - 1969     MONUMENTED       CGS
 BH2612  HISTORY     - 20080423 GOOD             INDIV
 BH2612
 BH2612                          STATION DESCRIPTION
 BH2612
 BH2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2612'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH AND 2.5 MILES WEST OF
 BH2612'GULFPORT AT THE
 BH2612'CANAL ROAD INTERCHANGE ON INTERSTATE I-10, AND ON LAND
 BH2612'OWNED BY THE DANTZLER LUMBER
 BH2612'COMPANY.  IT IS IN THE NW 1/4 OF SECTION 19,
 BH2612'R 11W T 7S, 200 FEET SOUTH OF THE CENTER OF THE
 BH2612'MEDIUM OF I-10, 1125 FEET
 BH2612'EAST OF THE CENTER OF CANAL ROAD, AT THE END OF THE FLARE FOR THE
 BH2612'INTERCHANGE, 2 FEET SOUTH
 BH2612'OF A RIGHT-OF-WAY POST AT STATION 695, 100 FEET
 BH2612'SOUTH OF THE CENTER OF THE RAMP
 BH2612'ROAD, SOUTH OF A POINT WHER THE RAMP ROAD
 BH2612'AND THE I-10 MEET, 1 FOOT SOUTH OF A FENCE LINE
 BH2612'AND 1 FOOT SOUTH OF A
 BH2612'METAL WITNESS POST.  IT IS A STANDARD TRIANGULATION STATION DISK,
 BH2612'STAMPED DAN 2 1969,
 BH2612'PROJECTING 6 INCHES.
 BH2612'
 BH2612'REFERENCE MARK NO. 3 IS 86.39 FEET EAST OF THE STATION, 1 FOOT SOUTH
 BH2612'OF THE FENCE LINE,
 BH2612'200 FEET SOUTH OF THE CENTER OF THE MEDIUM FOR I-10 AND
 BH2612'1 FOOT SOUTH OF A METAL WITNESS POST.
 BH2612'IT IS A REFERENCE MARK DISK, STAMPED
 BH2612'DAN 2 NO 3 1969, PROJECTING 6 INCHES.
 BH2612'
 BH2612'REFERENCE MARK NO. 4 IS 79.26 FEET SOUTH OF THE STATION IN A PINE
 BH2612'THICKET AND 1 FOOT
 BH2612'WEST OF A WITNESS POST.  IT IS A REFERENCE MARK DISK
 BH2612'STAMPED DAN 2 NO 4 1969, PROJECTING 6
 BH2612'INCHES.
 BH2612'
 BH2612'THE AZIMUTH MARK IS 0.65 MILE ENE OF THE STATION, 135 FEET NNW OF
 BH2612'THE CENTER OF THE
 BH2612'MEDIUM OF I-10, 390 FEET ENE OF THE NORTH END OF A DOUBLE
 BH2612'8 BY 5 CONCRETE CULVERT UNDER THE
 BH2612'HIGHWAY AND 1 FOOT NORTH OF A METAL
 BH2612'WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED
 BH2612'DAN 2 1969, PROJECTING
 BH2612'6 INCHES.
 BH2612'
 BH2612'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 49 AND
 BH2612'90 AT THE BEACH IN
 BH2612'GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 1.25 MILES
 BH2612'TO 28TH STREET, TURN LEFT AND GO WEST
 BH2612'ON 28TH STREET FOR 2.5 MILES TO
 BH2612'CANAL ROAD, TURN RIGHT AND GO NORTH ON CANAL ROAD FOR
 BH2612'2.5 MILES TO THE
 BH2612'INTERCHANGE WITH I-10, TURN RIGHT ON THE RAMP ROAD BEFORE CROSSING
 BH2612'THE INTERCHANGE AND
 BH2612'GO EASTERLY FOR 0.4 MILE TO WHERE THE RAMP ROAD CONNECTS
 BH2612'WITH THE INTERSTATE I-10 AND THE
 BH2612'STATION ON THE RIGHT, NEAR THE FENCE LINE.
 BH2612'
 BH2612'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON I-10 FOR
 BH2612'0.65 MILE TO THE
 BH2612'AZIMUTH MARK ON THE LEFT.
 BH2612
 BH2612                          STATION RECOVERY (2008)
 BH2612
 BH2612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 BH2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1690 ***********************************************************************
 BV1690  DESIGNATION -  DANIEL
 BV1690  PID         -  BV1690
 BV1690  STATE/COUNTY-  MS/WALTHALL
 BV1690  USGS QUAD   -  DEXTER (1970)
 BV1690
 BV1690                         *CURRENT SURVEY CONTROL
 BV1690  ___________________________________________________________________
 BV1690* NAD 83(1993)-  31 06 01.95494(N)    089 57 56.51349(W)     ADJUSTED  
 BV1690* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BV1690  ___________________________________________________________________
 BV1690  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BV1690  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BV1690  HORZ ORDER  -  FIRST
 BV1690
 BV1690.The horizontal coordinates were established by classical geodetic methods
 BV1690.and adjusted by the National Geodetic Survey in May 1994.
 BV1690
 BV1690.The orthometric height was scaled from a topographic map.
 BV1690
 BV1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1690
 BV1690.The geoid height was determined by GEOID03.
 BV1690
 BV1690;                    North         East     Units Scale Factor Converg.
 BV1690;SPC MS W     -   177,481.537   735,072.190   MT  0.99996517   +0 11 23.6
 BV1690;SPC MS W     -   582,287.34  2,411,649.34   sFT  0.99996517   +0 11 23.6
 BV1690;SPC LA S     -   289,051.701 1,130,488.962   MT  1.00010972   +0 41 01.8
 BV1690;SPC LA S     -   948,330.46  3,708,945.87   sFT  1.00010972   +0 41 01.8
 BV1690;UTM  16      - 3,444,528.545   217,114.622   MT  1.00058721   -1 31 58.5
 BV1690;UTM  15      - 3,444,705.770   789,432.027   MT  1.00063344   +1 34 06.4
 BV1690
 BV1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1690!SPC MS W     -   0.99998498  x   0.99996517  =   0.99995015
 BV1690!SPC LA S     -   0.99998498  x   1.00010972  =   1.00009470
 BV1690!UTM  16      -   0.99998498  x   1.00058721  =   1.00057218
 BV1690!UTM  15      -   0.99998498  x   1.00063344  =   1.00061841
 BV1690
 BV1690|---------------------------------------------------------------------|
 BV1690| PID    Reference Object                     Distance      Geod. Az  |
 BV1690|                                                           dddmmss.s |
 BV1690| CF9509 DANIEL RM 2                          36.393 METERS 01121     |
 BV1690| CF9507 DANIEL AZ MK                                       1823841.8 |
 BV1690| CF9508 DANIEL RM 1                          26.037 METERS 26125     |
 BV1690|---------------------------------------------------------------------|
 BV1690
 BV1690                          SUPERSEDED SURVEY CONTROL
 BV1690
 BV1690  NAD 83(1993)-  31 06 01.96872(N)    089 57 56.50975(W) AD(       ) 1
 BV1690  NAD 83(1986)-  31 06 01.96955(N)    089 57 56.51048(W) AD(       ) 1
 BV1690  NAD 27      -  31 06 01.32200(N)    089 57 56.20900(W) AD(       ) 1
 BV1690
 BV1690.Superseded values are not recommended for survey control.
 BV1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1690.See file dsdata.txt to determine how the superseded data were derived.
 BV1690
 BV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV1711544529(NAD 83)
 BV1690_MARKER: DS = TRIANGULATION STATION DISK
 BV1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1690+STABILITY: SURFACE MOTION
 BV1690
 BV1690  HISTORY     - Date     Condition        Report By
 BV1690  HISTORY     - 1947     MONUMENTED       CGS
 BV1690  HISTORY     - 1955     GOOD             CGS
 BV1690  HISTORY     - 1969     GOOD             MSHD
 BV1690
 BV1690                          STATION DESCRIPTION
 BV1690
 BV1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1690'THE STATION IS LOCATED ABOUT 11 MILES EAST OF TYLERTOWN, AND ON LAND
 BV1690'OWNED BY DANIEL PITTMAN. IT IS 0.3 MILE NORTH OF THE PITTMAN FARM
 BV1690'HOUSE, 22 FEET WEST OF A FENCE LINE AND WITNESS POST, AND ON THE
 BV1690'EASTERN EDGE OF TIMBER LAND. THE MARK PROJECTS 6 INCHES, AND THE
 BV1690'DISK IS STAMPED DANIEL 1947.
 BV1690'
 BV1690'REFERENCE MARK NO. 1 IS 85.42 FEET WEST OF THE STATION. THE MARK
 BV1690'PROJECTS 4 INCHES, AND THE DISK IS STAMPED DANIEL NO 1 1947.
 BV1690'
 BV1690'REFERENCE MARK NO. 2 IS 119.40 FEET NORTH-NORTHEAST OF THE STATION,
 BV1690'1 FOOT WEST OF A FENCE LINE, AND ON THE EASTERN EDGE OF THE TIMBER
 BV1690'LAND. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DANIEL NO
 BV1690'2 1947.
 BV1690'
 BV1690'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, ABOUT 150 FEET
 BV1690'NORTH OF A TENNANT HOUSE, 60 FEET WEST OF THE APPROXIMATE CENTERLINE
 BV1690'OF A GRAVELED ROAD, 21 FEET NORTHWEST OF A LONE 15-INCH HICKORY
 BV1690'TREE, AND 2 FEET SOUTHEAST OF A WITNESS POST. THE MARK PROJECTS 3
 BV1690'INCHES, AND THE DISK IS STAMPED DANIEL 1947.
 BV1690'
 BV1690'TO REACH THE STATION FROM THE TYLERTOWN POST OFFICE, GO EAST ON
 BV1690'STATE HIGHWAY 24 FOR 0.7 MILE TO A MACADAM ROAD RIGHT, TURN RIGHT
 BV1690'AND GO 1.1 MILES TO A RAILROAD CROSSING, CROSS TRACKS AND GO 8.1
 BV1690'MILES TO THE DEXTER SCHOOL ON THE RIGHT, AND A GAS FILLING STATION
 BV1690'ON THE LEFT. CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A SIDE ROAD
 BV1690'LEFT, TURN LEFT AND GO 1.4 MILES TO THE DANIEL PITTMAN FARM
 BV1690'HOUSE ON THE LEFT. * CONTINUE ON FOR 0.05 MILE TO A TRACK ROAD
 BV1690'LEFT, TURN LEFT AND PASS TO THE LEFT OF A BARN, AND GO 0.05
 BV1690'MILE TO A GATE, PASS THROUGH GATE, AND GO NORTH ALONG THE WEST
 BV1690'SIDE OF A FENCE LINE FOR 0.15 MILE TO THE NORTHWEST FENCE CORNER,
 BV1690'THENCE RIGHT ALONG THE NORTH SIDE OF FENCE LINE FOR 0.1 MILE TO A
 BV1690'NORTH - SOUTH FENCE LINE AND THE STATION.
 BV1690'
 BV1690'*TO REACH THE AZIMUTH MARK FROM THE PITTMAN FARM HOUSE, GO NORTHEAST
 BV1690'ON GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BV1690
 BV1690                          STATION RECOVERY (1955)
 BV1690
 BV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1690'THE STATION WAS VISITED AND ALL MARK WERE FOUND IN GOOD CONDITION.
 BV1690'THE 1947 DESCRIPTION BY C.A.E. IS ADEQUATE.
 BV1690
 BV1690                          STATION RECOVERY (1969)
 BV1690
 BV1690'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1690'THE STATION WAS VISITED 4-18-69 AND THE STATION MARK, REFERENCE
 BV1690'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BV1690'CONDITION.
 BV1690'
 BV1690'THE STATION IS LOCATED 10.4 MILES EAST SOUTHEAST OF TYLERTOWN,
 BV1690'AND 2.5 MILES NORTHEAST OF DEXTER IN THE NORTHWEST 1/4 OF SECTION
 BV1690'35, T 2N, R 12E, AND ON PROPERTY OWNED BY MR. HENRY S. PITTMAN.  IT
 BV1690'IS 13 FEET WEST OF THE CENTER OF A TRACK ROAD, 22.5 FEET WEST OF
 BV1690'A FENCE, 119 FEET NORTHEAST OF AN 18 INCH PINE, 53.5 FEET SOUTH
 BV1690'OF A 10 INCH OAK, 70 FEET NORTHEAST OF A 13 INCH OAK AND 1 FOOT
 BV1690'WEST OF A METAL WITNESS POST.  (NOTE) A SMALL AMOUNT OF CLEARING
 BV1690'WILL BE REQUIRED NEAR THE STATION FOR THE AZIMUTH TO BE
 BV1690'VISIBLE.
 BV1690'
 BV1690'IT IS A STANDARD TRIANGULATION DISK, STAMPED DANIEL 1947
 BV1690'PROJECTING 6 INCHES.
 BV1690'
 BV1690'REFERENCE MARK NO. 1 IS 85.42 FEET WEST OF THE STATION.  IT IS
 BV1690'98 FEET WEST OF THE CENTER OF A TRACK ROAD, 30 FEET NORTHWEST OF
 BV1690'A 10 INCH HICKORY, 36.5 FEET SOUTHEAST OF A 12 INCH OAK AND 1 FOOT
 BV1690'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BV1690'DANIEL NO 1 1947 PROJECTING 3 INCHES.
 BV1690'
 BV1690'REFERENCE MARK NO. 2 IS 119.40 FEET NORTH NORTHWEST OF THE
 BV1690'STATION.  IT IS 8 FEET EAST OF THE CENTER OF A TRACK ROAD, 7.5
 BV1690'FEET SOUTH OF A 9 INCH OAK, 67.5 FEET SOUTHEAST OF A 14 INCH
 BV1690'OAK, 62 FEET EAST SOUTHEAST OF A 13 INCH PINE AND 1 FOOT WEST OF
 BV1690'A FENCE.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED DANIEL NO
 BV1690'2 1947 PROJECTING 6 INCHES.
 BV1690'
 BV1690'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 168.80 FEET.
 BV1690'
 BV1690'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 64
 BV1690'FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD, 103 FEET
 BV1690'NORTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE AROUND A
 BV1690'WATER WELL, 20.5 FEET WEST NORTHWEST OF A 16 INCH HICKORY, 46.5
 BV1690'FEET EAST-SOUTHEAST OF A POWER LINE POLE, 8.5 FEET SOUTH
 BV1690'SOUTHEAST OF A FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BV1690'POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED DANIEL 1947
 BV1690'PROJECTING 4 INCHES.
 BV1690'
 BV1690'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TYLERTOWN GO
 BV1690'EAST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE JUNCTION OF STATE
 BV1690'HIGHWAY 48.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON STATE HIGHWAY
 BV1690'48 FOR 9.0 MILES TO A SIDE ROAD RIGHT JUST BEYOND THE ENTRANCE
 BV1690'TO THE DEXTER SCHOOL.  CONTINUE EAST ON STATE HIGHWAY 48 FOR 1.3
 BV1690'MILES TO A SIDE ROAD LEFT.  TURN LEFT (NORTH) AND CONTINUE ON A
 BV1690'BLACKTOP ROAD FOR 1.45 MILES TO A WATER WELL WITH A CYCLONE
 BV1690'FENCE AROUND IT AND THE AZIMUTH ON THE LEFT.  TO REACH THE
 BV1690'STATION CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR 0.6 MILE
 BV1690'TO A CROSSROADS.  TURN LEFT (WEST) AND CONTINUE ON A
 BV1690'BLACKTOP ROAD FOR 0.3 MILE TO THE WEST EDGE OF A CULTIVATED
 BV1690'FIELD AND THE BEGINNING OF A TREE LINE.  TURN LEFT AND CONTINUE
 BV1690'SOUTH AND SOUTHWEST ALONG THE EDGE OF A FIELD FOR APPROXIMATELY
 BV1690'0.15 MILE TO THE STATION ON THE RIGHT.
 BV1690'
 BV1690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1690'2.5 MILES NORTHEAST OF DEXTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1290 ***********************************************************************
 CO1290  DESIGNATION -  DANIEL
 CO1290  PID         -  CO1290
 CO1290  STATE/COUNTY-  MS/NOXUBEE
 CO1290  USGS QUAD   -  GHOLSON (1982)
 CO1290
 CO1290                         *CURRENT SURVEY CONTROL
 CO1290  ___________________________________________________________________
 CO1290* NAD 83(1993)-  32 56 32.48075(N)    088 41 26.65956(W)     ADJUSTED  
 CO1290* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 CO1290  ___________________________________________________________________
 CO1290  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CO1290  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CO1290  HORZ ORDER  -  FIRST
 CO1290
 CO1290.The horizontal coordinates were established by classical geodetic methods
 CO1290.and adjusted by the National Geodetic Survey in May 1994.
 CO1290
 CO1290.The orthometric height was scaled from a topographic map.
 CO1290
 CO1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1290
 CO1290.The geoid height was determined by GEOID03.
 CO1290
 CO1290;                    North         East     Units Scale Factor Converg.
 CO1290;SPC MS E     -   381,655.733   313,333.918   MT  0.99995219   +0 04 39.2
 CO1290;SPC MS E     - 1,252,148.85  1,027,996.36   sFT  0.99995219   +0 04 39.2
 CO1290;UTM  16      - 3,646,164.883   341,946.157   MT  0.99990802   -0 55 10.6
 CO1290
 CO1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1290!SPC MS E     -   0.99997337  x   0.99995219  =   0.99992556
 CO1290!UTM  16      -   0.99997337  x   0.99990802  =   0.99988139
 CO1290
 CO1290:                Primary Azimuth Mark                     Grid Az
 CO1290:SPC MS E     -  DANIEL AZ MK                             029 23 31.8
 CO1290:UTM  16      -  DANIEL AZ MK                             030 23 21.6
 CO1290
 CO1290|---------------------------------------------------------------------|
 CO1290| PID    Reference Object                     Distance      Geod. Az  |
 CO1290|                                                           dddmmss.s |
 CO1290| CF9502 DANIEL AZ MK                                       0292811.0 |
 CO1290| CF9503 DANIEL RM 1                          32.321 METERS 17728     |
 CO1290| CF9505 DANIEL RM 3                          57.345 METERS 23700     |
 CO1290| CF9504 DANIEL RM 2                          41.904 METERS 26153     |
 CO1290| CF9506 DANIEL RM 4                          41.501 METERS 31814     |
 CO1290|---------------------------------------------------------------------|
 CO1290
 CO1290                          SUPERSEDED SURVEY CONTROL
 CO1290
 CO1290  NAD 83(1993)-  32 56 32.48852(N)    088 41 26.65977(W) AD(       ) 1
 CO1290  NAD 83(1986)-  32 56 32.49143(N)    088 41 26.66111(W) AD(       ) 1
 CO1290  NAD 27      -  32 56 32.02900(N)    088 41 26.49000(W) AD(       ) 1
 CO1290
 CO1290.Superseded values are not recommended for survey control.
 CO1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1290.See file dsdata.txt to determine how the superseded data were derived.
 CO1290
 CO1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4194646165(NAD 83)
 CO1290_MARKER: DS = TRIANGULATION STATION DISK
 CO1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1290
 CO1290  HISTORY     - Date     Condition        Report By
 CO1290  HISTORY     - 1935     MONUMENTED       CGS
 CO1290  HISTORY     - 1955     GOOD             CGS
 CO1290  HISTORY     - 1958     GOOD             CGS
 CO1290  HISTORY     - 1963     GOOD             CGS
 CO1290
 CO1290                          STATION DESCRIPTION
 CO1290
 CO1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1290'THIRTEEN MILES SOUTHWEST OF MACON, ABOUT 7 MILES WEST-SOUTHWEST
 CO1290'OF SHUQUALAK, ON THE HIGHEST PART OF A RIDGE JUST SOUTH OF THE
 CO1290'PART LOCALLY REFERRED TO AS THE MOUNTAIN, ABOUT 0.35 MILE
 CO1290'SOUTH OF THE HOUSE OF J.B. DANIEL AND ON HIS PROPERTY, IN A
 CO1290'CULTIVATED FIELD, 47 YARDS EAST-NORTHEAST OF THE CENTER LINE
 CO1290'OF ROAD.  THE MARK IS SET ABOUT 1 FOOT BELOW THE SURFACE OF
 CO1290'THE GROUND.
 CO1290'
 CO1290'TO REACH FROM THE RAILROAD STATION IN SHUQUALAK, CROSS THE
 CO1290'TRACKS ON U.S. HIGHWAY 45 AND THEN, INSTEAD OF TURNING RIGHT
 CO1290'(NORTH) WITH HIGHWAY 45, KEEP STRAIGHT AHEAD FOR 2.2 MILES
 CO1290'TO FORKS, TURN LEFT AND CONTINUE FOR 1.0 MILE TO CROSS
 CO1290'ROAD, CONTINUE STRAIGHT HERE AND GO 6.1 MILES TO A LONG
 CO1290'CURVE TO THE LEFT ON TOP OF RIDGE AND STATION SITE ON LEFT.
 CO1290'THE ROAD CURVES SO AS TO GO AROUND TWO SIDES OF THE STATION.
 CO1290'
 CO1290'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1290'BRONZE DISKS SET IN CONCRETE.
 CO1290'
 CO1290'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ON TOP OF FIRST
 CO1290'TERRACE FROM THE STATION, AND IN THE SAME CULTIVATED FIELD AS THE
 CO1290'STATION.
 CO1290'
 CO1290'REFERENCE MARK NO.2 IS WEST-SOUTHWEST OF THE STATION ALONG ROAD
 CO1290'AND 8 YARDS EAST OF THE CENTER OF SAME, IT PROJECTS ABOUT
 CO1290'6 INCHES.
 CO1290'
 CO1290'AZIMUTH MARK IS 0.55 MILE BY ROAD NORTH-NORTHEAST OF AND
 CO1290'ALONG ROAD TO THE STATION, 60 YARDS SOUTH OF THE DANIEL
 CO1290'HOUSE, 18 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 20
 CO1290'FEET SOUTH-SOUTDHWEST OF A 28- INCH PINE AND PROJECTS ABOUT
 CO1290'3 INCHES.
 CO1290'
 CO1290'PALMER IS VISIBLE FROM THE GROUND.  A 103-FOOT TOWER WILL
 CO1290'CLEAR ALL LINES.
 CO1290'
 CO1290'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1290
 CO1290                          STATION RECOVERY (1955)
 CO1290
 CO1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1290'STATION WAS RECOVERED AND THE STATION MARK, AZIMUTH MARK
 CO1290'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION. REFERENCE
 CO1290'MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE MARK NO. 1 WAS DESTROYED
 CO1290'BY THIS PARTY AS IT WAS IN A CULTIVATED FIELD.  DISTANCE AND
 CO1290'DIRECTION TO REFERENCE MARK NO. 1 AND AZIMUTH MARK CHECKED.  THE
 CO1290'PROPERTY OWNER HAS CHANGED AND IS NOW ON THE PROPERTY OF JAMES
 CO1290'T. LEE.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED BY
 CO1290'THIS PARTY.  THE 28 INCH PINE TREE IN THE PREVIOUS DESCRIPTION
 CO1290'AT THE AZIMUTH MARK IS NO LONGER THERE.
 CO1290'
 CO1290'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF SHUQUALAK
 CO1290'ON A HIGH HILL AND ON THE PROPERTY OF JAMES T. LEE.  IT
 CO1290'IS 145 FEET EAST OF THE CENTER OF AN OLD DIRT ROAD AND 145
 CO1290'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS 12 INCHES
 CO1290'UNDERGROUND AND THE DISK IS STAMPED DANIEL 1935.
 CO1290'
 CO1290'REFERENCE MARK NO.3 IS 32 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 CO1290'A CULTIVATED FIELD, 31 FEET EAST OF THE CENTER OF THE OLD
 CO1290'ROAD AND 21 FEET WEST OF A 6 INCH PINE TREE.  THE MARK PROJECTS 2
 CO1290'INCHES AND THE DISK IS STAMPED DANIEL NO 3 1955.
 CO1290'
 CO1290'REFERENCE MARK NO. 4 IS 20 FEET SOUTHEAST OF THE CENTER
 CO1290'OF THE OLD ROAD, 8 FEET WEST OF THE WEST EDGE OF
 CO1290'THE CULTIVATED FIELD AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 CO1290'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED DANIEL NO 4
 CO1290'AND 1955.
 CO1290'
 CO1290'AZIMUTH MARK IS ABOUT 180 FEET SOUTH OF A FRAME HOUSE, 57 FEET
 CO1290'WEST OF THE CENTER OF A GRAVEL ROAD, 16 FEET WEST OF THE
 CO1290'CENTER OF AN OLD DIRT ROAD AND 3 FEET SOUTHWEST OF A WHITE
 CO1290'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CO1290'DANIEL AZI 1935.
 CO1290'
 CO1290'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SHUQUALAK GO
 CO1290'WEST ACROSS RAILROAD TRACKS FOR ABOUT 150 FEET OT A PAVED STREET.
 CO1290'TURN LEFT AND GO SOUTH ON PAVED STREET FOR 0.05 MILE TO THE
 CO1290'JUNCTION OF STATE HIGHWAY 39.  TURN RIGHT AND GO WEST ON HIGHWAY
 CO1290'39 FOR 2.35 MILES TO A FORK, CONTINUE WEST ON HIGHWAY 39 FOR 0.8
 CO1290'MILE TO A FORK, (THIS IS WHERE HIGHWAY 39 TURNS LEFT) TAKE RIGHT
 CO1290'FORK AND GO SOUTHWEST ON PAVED ROAD FOR 1.7 MILES TO THE END
 CO1290'OF PAVEMENT, CONTINUE SOUTH AND WEST ON GRAVEL ROAD FOR 3.1
 CO1290'MILES TO A FORK OF AN OLD DIRT ROAD RIGHT AND THE AZIMUTH MARK
 CO1290'ON THE RIGHT AS DESCRIBED.  TAKE RIGHT FORK (OLD ROAD) AND GO
 CO1290'SOUTHWEST 0.35 MILE TO THE CULTIVATED FIELD ON THE LEFT AND THE
 CO1290'STATION ON THE LEFT AS DESCRIBED.
 CO1290'
 CO1290'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CO1290
 CO1290                          STATION RECOVERY (1958)
 CO1290
 CO1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CO1290'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, DUE
 CO1290'TO HIGHWAY CONSTRUCTION A NEW DESCRIPTION TO REACH FOLLOWS-
 CO1290'
 CO1290'TO REACH FROM WATKINS STORE IN THE VILLAGE OF CHOLSON GO EAST AND
 CO1290'NORTHEASTERLY ON STATE HIGHWAY 21 (MACADAM ROAD) FOR 2.75 MILES
 CO1290'TO A MACADAM SURFACED APPROACH TO HIGHWAY OF A GRAVELED ROAD
 CO1290'LEADING SHARP RIGHT, CONTINUE ON THE HIGHWAY FOR 0.7 MILE TO A
 CO1290'TRACK ROAD WHICH TURNS SHARP LEFT ABOUT 150 FEET BEYOND WHERE
 CO1290'THE HIGHWAY PASSES UNDER A POWER LINE, AND ABOUT 20 FEET BEFORE
 CO1290'REACHING A DRIVEWAY LEADING TO AN UNPAINTED HOUSE ON THE LEFT.
 CO1290'TURN SHARP LEFT ON TRACK ROAD AND GO 0.3 MILE TO THE HIGHEST
 CO1290'POINT AND THE STATION ON THE LEFT IN A CULTIVATED FIELD ABOUT
 CO1290'150 FEET EAST OF THE TRACK ROAD.
 CO1290
 CO1290                          STATION RECOVERY (1963)
 CO1290
 CO1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CO1290'THE STATION WAS VISITED 6/6/63 AND ALL MARKS WERE FOUND IN GOOD
 CO1290'CONDITION.
 CO1290'
 CO1290'A NEW TO REACH FOLLOWS- THE STATION IS REACHED FROM THE RAILROAD
 CO1290'STATION IN SHUQUALAK, BY GOING SOUTH ONE BLOCK, TURN RIGHT, WEST
 CO1290'OF STATE HIGHWAY 39 AND GO 3.5 MILES TO THE JUNCTION OF STATE
 CO1290'HIGHWAY 21, CONTINUE ON STATE HIGHWAY 21 FOR 4.65 MILES TO THE
 CO1290'AZIMUTH MARK ON THE RIGHT CONTINUE FOR 0.25 MILE TO MR. JAMES T.
 CO1290'LEES HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 CO1290'
 CO1290'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTHWEST OF RM NO. 3,
 CO1290'RM NO. 4 AND 1.0 FOOT SOUTH OF THE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2543 ***********************************************************************
 BH2543  DESIGNATION -  DANTZLER
 BH2543  PID         -  BH2543
 BH2543  STATE/COUNTY-  MS/HARRISON
 BH2543  USGS QUAD   -  SUCCESS (1982)
 BH2543
 BH2543                         *CURRENT SURVEY CONTROL
 BH2543  ___________________________________________________________________
 BH2543* NAD 83(1993)-  30 32 20.56222(N)    089 00 22.86935(W)     ADJUSTED  
 BH2543* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 BH2543  ___________________________________________________________________
 BH2543  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BH2543  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH2543  HORZ ORDER  -  FIRST
 BH2543
 BH2543.The horizontal coordinates were established by classical geodetic methods
 BH2543.and adjusted by the National Geodetic Survey in May 1994.
 BH2543
 BH2543.The orthometric height was scaled from a topographic map.
 BH2543
 BH2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2543
 BH2543.The geoid height was determined by GEOID03.
 BH2543
 BH2543;                    North         East     Units Scale Factor Converg.
 BH2543;SPC MS E     -   115,188.019   283,397.792   MT  0.99995340   -0 05 16.5
 BH2543;SPC MS E     -   377,912.69    929,780.92   sFT  0.99995340   -0 05 16.5
 BH2543;UTM  16      - 3,380,231.168   307,527.124   MT  1.00005703   -1 01 11.3
 BH2543
 BH2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2543!SPC MS E     -   0.99999600  x   0.99995340  =   0.99994940
 BH2543!UTM  16      -   0.99999600  x   1.00005703  =   1.00005303
 BH2543
 BH2543|---------------------------------------------------------------------|
 BH2543| PID    Reference Object                     Distance      Geod. Az  |
 BH2543|                                                           dddmmss.s |
 BH2543| DD7797 DANTZLER RM 1                        23.808 METERS 01552     |
 BH2543| DD7798 DANTZLER RM 2                        64.093 METERS 11038     |
 BH2543| BH2411 BILOXI BUENA VISTA HOTEL TANK       APPROX.19.3 KM 1454558.1 |
 BH2543| BH2541 GUNLOCK FIRE TOWER                  APPROX. 4.6 KM 2971938.7 |
 BH2543| DD7796 DANTZLER AZ MK                                     3143111.8 |
 BH2543|---------------------------------------------------------------------|
 BH2543
 BH2543                          SUPERSEDED SURVEY CONTROL
 BH2543
 BH2543  NAD 83(1986)-  30 32 20.58057(N)    089 00 22.86156(W) AD(       ) 1
 BH2543  NAD 27      -  30 32 19.87500(N)    089 00 22.73300(W) AD(       ) 1
 BH2543
 BH2543.Superseded values are not recommended for survey control.
 BH2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2543.See file dsdata.txt to determine how the superseded data were derived.
 BH2543
 BH2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0752780231(NAD 83)
 BH2543_MARKER: DS = TRIANGULATION STATION DISK
 BH2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2543+STABILITY: SURFACE MOTION
 BH2543
 BH2543  HISTORY     - Date     Condition        Report By
 BH2543  HISTORY     - 1930     MONUMENTED       CGS
 BH2543  HISTORY     - 1935     GOOD             CGS
 BH2543  HISTORY     - 1943     GOOD             CGS
 BH2543  HISTORY     - 1943     GOOD             CGS
 BH2543  HISTORY     - 1950     GOOD             CGS
 BH2543  HISTORY     - 1958     GOOD             CGS
 BH2543  HISTORY     - 1959     GOOD             CGS
 BH2543  HISTORY     - 1972     GOOD             MSHD
 BH2543  HISTORY     - 1980     GOOD             MSSU
 BH2543
 BH2543                          STATION DESCRIPTION
 BH2543
 BH2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH2543'ABOUT 12 MILES
 BH2543'NW OF BILOXI, IN
 BH2543'THE SW QUARTER OF THE NE 1/4 OF SEC. 8, R10, T8,
 BH2543'ON UNCULTIVATED LAND OWNED
 BH2543'BY L.N. DANTZLER OF GULFPORT.
 BH2543'THE STATION IS 43 FEET SW OF THE CENTER LINE OF THE
 BH2543'GRAVELED
 BH2543'CEDAR LAKE ROAD, 2.2 MILES NW OF A CROSS ROAD, AND 1/4 MILE NW
 BH2543'OF THE HOUSE OF
 BH2543'HUBERT ROBINSON, ON THE HIGHEST HILL IN THE
 BH2543'VICINITY.  FROM THE MAIN ROAD A
 BH2543'LANE LEADS SW TO A GRAVEL PIT,
 BH2543'AND OPPOSITE IT A LANE LEADS NW TO THE HOUSE OF
 BH2543'J.V. SAUCIER, 70
 BH2543'FEET E OF THE STATION MARK, WHICH IS 4 INCHES ABOVE THE SURFACE.
 BH2543'
 BH2543'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BH2543'SET IN CONCRETE,
 BH2543'AS DESCRIBED.
 BH2543'
 BH2543'REFERENCE MARK NO. 1, 4 INCHES ABOVE THE SURFACE, IS ON THE
 BH2543'NE SIDE OF THE
 BH2543'ROAD ALMOST OPPOSITE THE STATION.  IT IS 31 FEET
 BH2543'NE OF THE CENTER LINE OF THE ROAD
 BH2543'AND 62 FEET NW OF WHERE THE LANE
 BH2543'TO SAUCIERS HOUSE MEETS THE MAIN ROAD.
 BH2543'
 BH2543'REFERENCE MARK NO. 2, 4 INCHES ABOVE, IS ON THE NW SIDE OF
 BH2543'THE ROAD, 166 FEET
 BH2543'SE OF THE ENTRANCE OF SAUCIERS LANE.  IT IS
 BH2543'28 FEET NW OF THE CENTER LINE OF THE
 BH2543'MAIN ROAD.
 BH2543'
 BH2543'REACHED FROM BILOXI BY OLD U.S. HIGHWAY 90 N ACROSS BACK BAY
 BH2543'BRIDGE 2.0 MILES
 BH2543'TO FIVE POINTS.  TAKE THE CEDAR LAKE ROAD, WHICH
 BH2543'IS THE EXTREME LEFT-HAND ONE, NW
 BH2543'9.8 MILES TO STATION.
 BH2543'
 BH2543'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 BH2543
 BH2543                          STATION RECOVERY (1935)
 BH2543
 BH2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH2543'STATION IN GOOD CONDITION.
 BH2543'
 BH2543'STATION IS 55 FEET NW OF INTERSECTION OF SAUCIERS LANE AND
 BH2543'STATE ROAD 55 AND
 BH2543'43 FEET SW OF THE CENTER LINE OF ROAD 55.  IT
 BH2543'IS ABOUT 12 MILES NW OF BILOXI.
 BH2543'
 BH2543'THE TWO REFERENCE MARKS WERE RECOVERED AS ORIGINALLY DESCRIBED AND IN
 BH2543'GOOD CONDITION.
 BH2543'
 BH2543'ORIGINAL DESCRIPTION OF STATION IS AMBIGUOUS AS NEAREST
 BH2543'HOUSE IS FULLY
 BH2543'1500 FEET TO THE SE AND THE ROAD TO THE GRAVEL
 BH2543'PIT IS OBLITERATED.  SAUCIERS
 BH2543'LANE LEAVES THE HIGHWAY IN A
 BH2543'NORTHEASTERLY DIRECTION.
 BH2543'
 BH2543'TO REACH FROM BILOXI GO N ON STATE ROADS 55 AND 57 FOR 2.0
 BH2543'MILES TO FIVE
 BH2543'POINTS.  TURN LEFT AT FIVE POINTS AND CONTINUE ON
 BH2543'NO. 55 FOR 9.8 MILES TO
 BH2543'CROSSROADS.  CONTINUE ON FOR 2.2 MILES TO
 BH2543'STATION SITE WHICH IS ABOUT 1/4 MILE NW OF
 BH2543'HOUSE OF HUBERT
 BH2543'ROBINSON AND ON THE HIGHEST HILL IN THE VICINITY.
 BH2543
 BH2543                          STATION RECOVERY (1943)
 BH2543
 BH2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 BH2543'STATION AND REFERENCE MARKS RECOVERED,
 BH2543'AS DESCRIBED, IN
 BH2543'GOOD CONDITION.
 BH2543
 BH2543                          STATION RECOVERY (1943)
 BH2543
 BH2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2543'STATION WAS RECOVERED AS DESCRIBED IN 1930.
 BH2543'
 BH2543'STATION, UNDERGROUND, AND REFERENCE MARKS ARE AS DESCRIBED.
 BH2543'REFERENCE MARK NO. 2 IS ON THE NE SIDE OF
 BH2543'MISS.  HIGHWAY 55, NOT THE NW SIDE
 BH2543'AS STATED IN THE ORIGINAL DESCRIPTION.
 BH2543'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND
 BH2543'CORRECT.  A STANDARD REFERENCE POST WAS SET AT THE STATION MARK.
 BH2543'
 BH2543'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS
 BH2543'APPROXIMATELY 0.25
 BH2543'MILE NW OF THE STATION, 50 FEET NE OF THE
 BH2543'CENTER LINE OF MISS. HIGHWAY 55 AND
 BH2543'3.0 FEET S OF A STANDARD
 BH2543'REFERENCE POST.  THE DISK IS STAMPED DANTZLER 1943.
 BH2543'
 BH2543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 BH2543'AND MISS. HIGHWAY
 BH2543'55 IN SAUCIER, GO W ON HIGHWAY 55 FOR 5.25
 BH2543'MILES, THEN RIGHT ON ROUTE 55 FOR
 BH2543'7.55 MILES TO THE AZIMUTH MARK
 BH2543'ON THE LEFT.  CONTINUE SOUTHEASTERLY ON ROUTE 55 FOR
 BH2543'0.25 MILE
 BH2543'TO THE STATION ON THE RIGHT.
 BH2543'
 BH2543'DISTANCES AND DIRECTIONS TAKEN IN 1943.
 BH2543
 BH2543                          STATION RECOVERY (1950)
 BH2543
 BH2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2543'STATION, REFERENCE MARKS, AND
 BH2543'AZIMUTH MARK
 BH2543'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS INADEQUATE.
 BH2543'NEW DESCRIPTION FOLLOWS-
 BH2543'
 BH2543'LOCATED APPROXIMATELY 12 MILES NW OF BILOXI, ON UNCULTIVATED
 BH2543'LAND OWNED BY L.N.
 BH2543'DANTZLER OF GULFPORT, APPROXIMATELY 0.25 MILE
 BH2543'NW OF THE HOME OF HUBERT ROBINSON, ON
 BH2543'THE HIGHEST HILL IN THE
 BH2543'VICINITY, 55 FEET NW OF THE INTERSECTION OF SAUCIERS
 BH2543'LANE AND
 BH2543'STATE HIGHWAY 55, AND 43 FEET SW OF THE CENTER LINE OF STATE HIGHWAY
 BH2543'55.  A STANDARD
 BH2543'DISK STAMPED DANTZLER 1930 IN TOP OF A 12-
 BH2543'INCH SQUARE CONCRETE MONUMENT
 BH2543'PROJECTING 6 INCHES.
 BH2543'
 BH2543'REFERENCE MARK 1 IS ON THE NE SIDE OF STATE HIGHWAY 55 ALMOST
 BH2543'OPPOSITE THE
 BH2543'STATION, 31 FEET NE OF THE CENTER LINE OF STATE
 BH2543'HIGHWAY 55, AND 62 FEET NW OF
 BH2543'THE INTERSECTION OF SAUCIERS LANE
 BH2543'STATE HIGHWAY 55.  A STANDARD DISK STAMPED
 BH2543'DANTZLER NO 1 1930
 BH2543'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 BH2543'INCHES.
 BH2543'
 BH2543'REFERENCE MARK 2 IS ON THE NE SIDE OF STATE HIGHWAY 55, 166
 BH2543'FEET SE OF THE
 BH2543'INTERSECTION OF STATE HIGHWAY 55 AND SAUCIERS LANE,
 BH2543'AND 28 FEET NE OF THE CENTER LINE
 BH2543'OF STATE HIGHWAY 55.  A STANDARD
 BH2543'DISK STAMPED DANTZLER NO 2 1930 IN TOP OF A 12-INCH
 BH2543'SQUARE
 BH2543'CONCRETE MONUMENT PROJECTING 4 INCHES.
 BH2543'
 BH2543'THE AZIMUTH MARK IS 0.25 MILE NW OF THE STATION, 50 FEET NE
 BH2543'OF THE CENTER LINE
 BH2543'OF STATE HIGHWAY 56, AND 3 FEET S OF A WITNESS
 BH2543'POST.  A STANDARD DISK STAMPED
 BH2543'DANTZLER 1943 IN TOP OF A 12-INCH
 BH2543'SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 BH2543'
 BH2543'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 BH2543'55 IN SAUCIER,
 BH2543'PROCEED E ON STATE HIGHWAY 55 FOR 5.25 MILES,
 BH2543'THENCE S (RIGHT) AND CONTINUE ON
 BH2543'STATE HIGHWAY 55 7.8 MILES TO
 BH2543'STATION ON RIGHT.
 BH2543
 BH2543                          STATION RECOVERY (1958)
 BH2543
 BH2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2543'STATION RECOVERED AS DESCRIBED, AND THE STATION MARK AND REFERENCE
 BH2543'MARK NO. 1 ARE IN GOOD
 BH2543'CONDITION.  REFERENCE MARK NO. 2 HAS EVIDENTLY BEEN DESTROYED BY ROAD
 BH2543'CONSTRUCTION.  NO NEW MARKS
 BH2543'WERE ESTABLISHED AND THIS STATION WAS NOT OCCUPIED BY
 BH2543'AN OBSERVING PARTY IN 1958.
 BH2543
 BH2543                          STATION RECOVERY (1959)
 BH2543
 BH2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2543'THE STATION WAS VISITED 3/11/59 AND ALL MARKS WERE FOUND IN GOOD
 BH2543'CONDITION.  THE AZIMUTH MARK
 BH2543'IS VISIBLE FROM THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2543'
 BH2543'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BILOXI, IN THE SW
 BH2543'1/4 OF THE NE 1/4 OF SECTION
 BH2543'8, T6S, RIDW ON THE TOP OF HIGH TIMBERED HILL (PINE TREES ON
 BH2543'BOTH SIDES OF THE ROAD) AT THE JUNCTION
 BH2543'WITH A WOODS ROAD LEADING SOUTHWEST AND ACROSS THE
 BH2543'HIGHWAY FROM AN OLD SAWMILL SITE (LARGE PILE OF
 BH2543'SAWDUST) AND 0.1 MILE SOUTHEAST OF A
 BH2543'POWER LINE CROSSING THE HIGHWAY.  IT IS 43 FEET SOUTHWEST OF THE
 BH2543'CENTERLINE OF THE HIGHWAY, 51 FEET
 BH2543'NORTHWEST OF THE CENTER OF THE WOODS ROAD, 45.5 FEET NORTHWEST OF THE
 BH2543'NORTHWEST POST OF A WOODEN GATE, 14
 BH2543'FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE LINE, AND 1 FOOT
 BH2543'NORTHWEST OF A METAL WITNESS POST BEARING A
 BH2543'WHITE SIGN.  IT IS A STANDARD DISK, STAMPED
 BH2543'DANTZLER 1930, PROJECTING 2 INCHES.
 BH2543'
 BH2543'REFERENCE MARK NO. 1 IS 77.11 FEET NORTH OF THE STATION.  IT IS 29
 BH2543'FEET NORTHEAST OF THE
 BH2543'CENTERLINE OF STATE HIGHWAY 55, 6 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 BH2543'FENCE LINE, 55 FEET NORTHWEST OF THE
 BH2543'CENTER OF THE WOODS ROAD AND GATE LEADING NORTH.  IT IS A
 BH2543'STANDARD DISK, STAMPED DANTZLER NO 1 1930,
 BH2543'PROJECTING 2 INCHES.
 BH2543'
 BH2543'REFERENCE MARK NO. 2 IS 210.28 FEET EAST OF THE STATION, 171 FEET
 BH2543'EAST-SOUTHEAST OF THE CENTER
 BH2543'OF THE WOODS ROAD LEADING NORTH, 111 FEET EAST-SOUTHEAST OF A POWER
 BH2543'POLE, AND 28 FEET NORTHEAST OF THE
 BH2543'CENTERLINE OF THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED
 BH2543'DANTZLER NO 2 1930, PROJECTING 6 INCHES.
 BH2543'
 BH2543'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 0.1 MILE
 BH2543'NORTHWEST OF THE POWER
 BH2543'LINE CROSSING THE HIGHWAY, ABOUT MIDWAY BETWEEN TWO POWER POLES, 50
 BH2543'FEET NORTHEAST OF THE CENTER OF
 BH2543'THE HIGHWAY, 16 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE
 BH2543'LINE, 1 FOOT NORTHWEST OF A METAL WITNESS
 BH2543'POST BEARING A WHITE SIGN AND ON THE HIGHEST
 BH2543'PART OF A SMALL KNOLL MIDWAY BETWEEN TWO HIGHER HILLS.  IT
 BH2543'IS A STANDARD DISK, STAMPED
 BH2543'DANTZLER 1943, PROJECTING 4 INCHES.
 BH2543'
 BH2543'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2543'STATE HIGHWAY 55 AT SAUCIER,
 BH2543'GO EAST ON STATE HIGHWAY 55 FOR 5.0 MILES TO A CROSSROAD, TURN RIGHT
 BH2543'AND CONTINUE SOUTH ON STATE
 BH2543'HIGHWAY 55 FOR 7.85 MILES TO THE AZIMUTH MARK ON THE LEFT
 BH2543'ON THE TOP OF A SMALL KNOLL BETWEEN TWO HIGHER
 BH2543'HILLS.  CONTINUE SOUTHEAST FOR 0.2 MILE TO
 BH2543'THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 BH2543
 BH2543                          STATION RECOVERY (1972)
 BH2543
 BH2543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2543'THE STATION WAS VISITED 2-18-72 AND ALL MARKS WERE FOUND IN GOOD
 BH2543'CONDITION.  A 1 FOOT ERROR
 BH2543'WAS FOUND IN THE DISTANCE TO RM NO 1.
 BH2543'
 BH2543'THE STATION IS LOCATED 10.3 MILES SOUTHEAST OF SAUCIER JUST SOUTHWEST
 BH2543'OF THE SOUTHWEST ROW OF STATE
 BH2543'HIGHWAY 67, 11.8 MILES NORTHWEST OF BILOXI, 0.1 MILES NORTHWEST OF
 BH2543'A JUNCTION AND IS IN THE
 BH2543'NORTHEAST 1/4 OF SECTION 8, T 6S, R 10W.  IT IS 41.5 FEET
 BH2543'SOUTHWEST OF THE CENTER OF HIGHWAY 67, 14
 BH2543'FEET SOUTHWEST OF A FENCE, 114.5 FEET WEST-
 BH2543'SOUTHWEST OF A UTILITY POLE, 84 FEET SOUTHWEST OF THE SINGLE
 BH2543'POST OF AN INTERNATIONAL PAPER
 BH2543'COMPANY SIGN, 49 FEET NORTHWEST OF THE CENTER OF AN ABANDONED
 BH2543'DRIVEWAY, AND 1 FOOT NORTHWEST OF A
 BH2543'METAL WITNESS POST. THE AZIMUTH IS VISIBLE FROM THE STATION.
 BH2543'
 BH2543'IT IS A TRIANGULATION DISK, STAMPED DANTZLER 1930 PROJECTNG 6 INCHES.
 BH2543'
 BH2543'REFERENCE MARK NO 1 IS 78.11 FEET NORTH OF THE STATION.  IT IS 30
 BH2543'FEET NORTHEAST OF THE CENTER
 BH2543'OF HIGHWAY 67, 6 FEET SOUTHWEST OF A FENCE, 7.5 FEET SOUTHWEST OF THE
 BH2543'SINGLE POST OF AN INTERNATIONAL
 BH2543'PAPER COMPANY SIGN, 55 FEET NORTHWEST OF THE CENTER
 BH2543'OF A PRIVATE ROAD, 119 FEET NORTHWEST OF A UTILITY
 BH2543'POLE AND 1 FOOT SOUTHEAST OF A
 BH2543'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED DANTZLER NO
 BH2543'1 1930 PROJECTING 4 INCHES.
 BH2543'
 BH2543'REFERENCE MARK NO 2 IS 210.28 FEET EAST OF THE STATION.  IT IS 28
 BH2543'FEET NORTHEAST OF THE CENTER
 BH2543'OF HIGHWAY 67, 7 FEET SOUTHWEST OF A FENCE, 5 FEET SOUTHWEST OF A
 BH2543'POWER LINE, 110 FEET SOUTHEAST OF
 BH2543'A UTILITY POLE, 174 FEET SOUTHEAST OF THE CENTER OF A
 BH2543'PRIVATE ROAD AND 1 FOOT NORTHEAST OF A METAL
 BH2543'WITNESS POST.  IT IS A REFERENCE MARK
 BH2543'DISK, STAMPED DANTZLER NO 2 1930 PROJECTING 6 INCHES.
 BH2543'
 BH2543'THE AZIMUTH MARK IS 0.2 MILES NORTHWEST OF THE STATION.  IT IS 0.1
 BH2543'MILES NORTHWEST OF A HIGH POWER
 BH2543'LINE CROSSING, 49.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 67,
 BH2543'16.5 FEET NORTHEAST OF A FENCE,
 BH2543'136.5 FEET NORTHWEST OF A POWER POLE, 1.5 FEET NORTHWEST
 BH2543'OF A METAL WITNESS POST AND ON THE HIGHEST PART OF
 BH2543'A SMALL KNOLL MIDWAY BETWEEN
 BH2543'TWO HILLS.  IT IS AN AZIMUTH MARK DISK, STAMPED DANTZLER 1943
 BH2543'PROJECTING 6 INCHES.
 BH2543'
 BH2543'TO REACH THE STATION FROM THE BRIDGE OVER I-10 ABOUT 4 MILES NORTH OF
 BH2543'BILOXI GO NORTH ON STATE
 BH2543'HIGHWAY 67 AND 15 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 15.
 BH2543'CONTINUE WEST AND NORTHWEST ON
 BH2543'HIGHWAY 67 FOR 7.9 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 BH2543'NORTHWEST ON HIGHWAY 67 FOR 0.1 MILES TO THE TOP
 BH2543'OF A HILL AND A PRIVATE ROAD ON THE
 BH2543'RIGHT AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE
 BH2543'NORTHWEST ON STATE HIGHWAY 67 FOR
 BH2543'0.2 MILES TO THE MARK ON THE RIGHT.
 BH2543'
 BH2543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10.3 MILES
 BH2543'SOUTHEAST OF SAUCIER
 BH2543
 BH2543                          STATION RECOVERY (1980)
 BH2543
 BH2543'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH2543'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 BH2543'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2237 ***********************************************************************
 BW2237  DESIGNATION -  DARBON
 BW2237  PID         -  BW2237
 BW2237  STATE/COUNTY-  MS/MARION
 BW2237  USGS QUAD   -  DARBUN (1970)
 BW2237
 BW2237                         *CURRENT SURVEY CONTROL
 BW2237  ___________________________________________________________________
 BW2237* NAD 83(1993)-  31 16 27.25483(N)    090 01 29.31904(W)     ADJUSTED  
 BW2237* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 BW2237  ___________________________________________________________________
 BW2237  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BW2237  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BW2237  HORZ ORDER  -  FIRST
 BW2237
 BW2237.The horizontal coordinates were established by classical geodetic methods
 BW2237.and adjusted by the National Geodetic Survey in May 1994.
 BW2237
 BW2237.The orthometric height was scaled from a topographic map.
 BW2237
 BW2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2237
 BW2237.The geoid height was determined by GEOID03.
 BW2237
 BW2237;                    North         East     Units Scale Factor Converg.
 BW2237;SPC MS W     -   196,721.483   729,379.150   MT  0.99996064   +0 09 36.6
 BW2237;SPC MS W     -   645,410.40  2,392,971.43   sFT  0.99996064   +0 09 36.6
 BW2237;UTM  15      - 3,463,815.208   783,272.631   MT  1.00058988   +1 32 44.0
 BW2237;UTM  16      - 3,463,943.804   212,000.786   MT  1.00062320   -1 34 16.9
 BW2237
 BW2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2237!SPC MS W     -   0.99998347  x   0.99996064  =   0.99994411
 BW2237!UTM  15      -   0.99998347  x   1.00058988  =   1.00057334
 BW2237!UTM  16      -   0.99998347  x   1.00062320  =   1.00060666
 BW2237
 BW2237|---------------------------------------------------------------------|
 BW2237| PID    Reference Object                     Distance      Geod. Az  |
 BW2237|                                                           dddmmss.s |
 BW2237| CY4214 DARBON RM 2                          23.485 METERS 01323     |
 BW2237| CY4212 DARBON AZ MK                                       0151313.1 |
 BW2237| CY4213 DARBON RM 1                          46.878 METERS 09609     |
 BW2237| BV1704 POWELL                              APPROX. 9.8 KM 0965645.5 |
 BW2237| BW2244 NEW ORLEANS ST LOUIS AWY BCN 9      APPROX.19.0 KM 3281215.2 |
 BW2237|---------------------------------------------------------------------|
 BW2237
 BW2237                          SUPERSEDED SURVEY CONTROL
 BW2237
 BW2237  NAD 83(1993)-  31 16 27.26812(N)    090 01 29.32024(W) AD(       ) 1
 BW2237  NAD 83(1986)-  31 16 27.26955(N)    090 01 29.31651(W) AD(       ) 1
 BW2237  NAD 27      -  31 16 26.63400(N)    090 01 29.00800(W) AD(       ) 1
 BW2237
 BW2237.Superseded values are not recommended for survey control.
 BW2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2237.See file dsdata.txt to determine how the superseded data were derived.
 BW2237
 BW2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8327363815(NAD 83)
 BW2237_MARKER: DS = TRIANGULATION STATION DISK
 BW2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2237
 BW2237  HISTORY     - Date     Condition        Report By
 BW2237  HISTORY     - 1947     MONUMENTED       CGS
 BW2237  HISTORY     - 1955     GOOD             CGS
 BW2237  HISTORY     - 1969     GOOD             MSHD
 BW2237
 BW2237                          STATION DESCRIPTION
 BW2237
 BW2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2237'THE STATION IS AT THE TOP OF A HILL, IN THE FRONT YARD OF
 BW2237'A FARMHOUSE OWNED BY L.C. WOODS, ABOUT 13 MILES NORTHEAST
 BW2237'OF TYLERTOWN, 106 FEET SOUTH OF THE SOUTH SIDE OF THE FARMHOUSE,
 BW2237'AND 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2237'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BW2237'STAMPED DARBON 1947.
 BW2237'
 BW2237'REFERENCE MARK NO. 1 IS 153.80 FEET EAST OF THE STATION
 BW2237'AND 26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 BW2237'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DARBON
 BW2237'NO 1 1947.
 BW2237'
 BW2237'REFERENCE MARK NO. 2 IS 77.05 FEET NORTH OF THE STATION
 BW2237'AND 12 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 6
 BW2237'INCHES, AND THE DISK IS STAMPED DARBON NO 2 1947.
 BW2237'
 BW2237'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 18 FEET
 BW2237'WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND
 BW2237'1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2237'6 INCHES, AND THE DISK IS STAMPED DARBON 1947.
 BW2237'
 BW2237'TO REACH FROM THE COURT HOUSE IN TYLERTOWN, GO NORTH ON
 BW2237'STATE HIGHWAY 27 FOR 10.8 MILES TO AN AIRWAY BEACON ON THE
 BW2237'LEFT, CONTINUE NORTH ON THE HIGHWAY FOR 2.5 MILES TO A CROSS
 BW2237'ROAD, TURN RIGHT AND GO 4.7 MILES TO A SIDE ROAD LEFT AT
 BW2237'TOP OF HILL IN THE SMALL VILLAGE OF DARBON, TURN LEFT AND
 BW2237'GO 1.1 MILES TO STATION ON LEFT.
 BW2237'
 BW2237'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 BW2237'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BW2237'0.3 MILE TO MARK ON LEFT.
 BW2237'
 BW2237'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2237
 BW2237                          STATION RECOVERY (1955)
 BW2237
 BW2237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2237'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2237'CONDITION.  THE FARMHOUSE MENTIONED IN THE ORIGINAL DESCRIPTION
 BW2237'IS NOW A TENNANT HOUSE, A NEW HOUSE HAS BEEN BUILT ABOUT
 BW2237'200 FEET EAST OF THE TENNANT HOUSE.
 BW2237'
 BW2237'A NEW DESCRIPTION FOLLOWS--
 BW2237'
 BW2237'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF TYLERTOWN
 BW2237'AND 1.1 MILES NORTHEAST OF THE SETTLEMENT OF DARBON, ON
 BW2237'THE HIGHEST POINT IN THE VICINITY, ON PROPERTY OWNED BY MR.
 BW2237'L.C. WOOD.  IT IS 116 FEET SOUTH OF THE SOUTH SIDE OF THE
 BW2237'TENNANT HOUSE, ON THE PROJECTED TANGENT OF THE EAST SIDE
 BW2237'OF THE HOUSE, 40 FEET NORTH OF THE CENTER OF THE GRAVELED
 BW2237'ROAD, 29 FEET WEST OF A 12-INCH OAK TREE, 44 FEET SOUTHWEST
 BW2237'OF A POWER POLE AND 85 FEET EAST OF A 12-INCH PINE TREE.
 BW2237'IT IS A STANDARD DISK, STAMPED DARBON 1947, FLUSH WITH THE
 BW2237'GROUND.
 BW2237'
 BW2237'REFERENCE MARK NO. 1 IS 153.80 FEET EAST OF THE STATION,
 BW2237'IN THE FRONT YARD OF A YELLOW HOUSE, 64 FEET SOUTH OF THE
 BW2237'SOUTHWEST CORNER, 4 FEET WEST OF THE PROJECTED TANGENT OF
 BW2237'THE WEST SIDE OF THE HOUSE AND 26 FEET NORTH OF THE CENTER
 BW2237'OF THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED DARBON
 BW2237'NO 1 1947, PROJECTING 6 INCHES.
 BW2237'
 BW2237'REFERENCE MARK NO. 2 IS 77.05 FEET NORTH OF THE STATION,
 BW2237'50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TENNANT
 BW2237'HOUSE, 50 FEET NORTH OF A POWER POLE AND 39 FEET SOUTHWEST
 BW2237'OF THE SOUTHWEST CORNER OF A GARAGE.  IT IS A STANDARD DISK,
 BW2237'STAMPED DARBON NO 2 1947, PROJECTING 6 INCHES.
 BW2237'
 BW2237'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF THE STATION,
 BW2237'18 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND IN A NORTH-SOUTH
 BW2237'FENCE LINE.  IT IS A STANDARD DISK, STAMPED DARBON 1947,
 BW2237'PROJECTING 6 INCHES.
 BW2237'
 BW2237'TO REACH THE STATION FROM THE COURTHOUSE IN TYLERTOWN, GO
 BW2237'NORTH ON STATE HIGHWAY 27 FOR 12.85 MILES TO A SIDE ROAD
 BW2237'RIGHT, TURN RIGHT ON MACADAM ROAD AND GO 4.7 MILES TO A
 BW2237'SIDE ROAD LEFT AT THE TOP OF A HILL AND AT THE END OF THE
 BW2237'MACADAM ROAD, TURN LEFT AND GO 1.1 MILE TO THE STATION ON
 BW2237'THE LEFT.
 BW2237'
 BW2237'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1
 BW2237'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO THE
 BW2237'MARK ON THE LEFT.
 BW2237
 BW2237                          STATION RECOVERY (1969)
 BW2237
 BW2237'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2237'THE STATION WAS VISITED 4-1-69 AND THE STATION MARK, REFERENCE
 BW2237'MARK NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2237'CONDITION.
 BW2237'
 BW2237'THE STATION IS LOCATED 9.5 MILES NORTHWEST OF FOXWORTH ON
 BW2237'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 586, 6.9 MILES SOUTHWEST
 BW2237'OF MORGANTOWN, 5.6 MILES NORTH NORTHWEST OF KOKOMO, IN THE
 BW2237'NORTHEAST 1/4 OF SECTION 31, T 4N, R 12E AND ON PROPERTY
 BW2237'OWNED BY MR. L.C. WOODS.  IT IS 40 FEET NORTH OF THE CENTER
 BW2237'OF HIGHWAY 586, 61 FEET WEST OF THE SOUTHEAST CORNER OF A
 BW2237'BARN YARD FENCE, 44.5 FEET SOUTHWEST OF A POWER LINE SERVICE
 BW2237'POLE, 116 FEET NORTHWEST OF A UTILITY POLE, 115.5 FEET
 BW2237'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 BW2237'1 FOOT NORTH OF THE EDGE OF A 3 FOOT BANK, 3 FEET
 BW2237'SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 BW2237'POST.
 BW2237'
 BW2237'IT IS A STANDARD TRIANGULATION DISK, STAMPED DARBON 1947
 BW2237'FLUSH WITH THE GROUND.
 BW2237'
 BW2237'REFERENCE MARK NO. 1 IS 153.80 FEET EAST OF THE STATION.
 BW2237'IT IS 28 FEET NORTH OF THE CENTER OF HIGHWAY 586, 58 FEET
 BW2237'SOUTH SOUTHEAST OF THE SOUTHWEST POST FOR A CARPORT, 93
 BW2237'FEET EAST SOUTHEAST OF A FENCE CORNER, 92.5 FEET NORTHEAST
 BW2237'OF UTILITY POLE NO. 18, 93 FEET SOUTHWEST OF A POWER LINE
 BW2237'SERVICE POLE WITH A METER ON IT, 39 FEET SOUTH OF THE CENTER
 BW2237'OF A DRIVEWAY, 120 FEET NORTHWEST OF A UTILITY POLE WITH A
 BW2237'TRANSFORMER ON IT AND 59 FEET SOUTHWEST OF A RIGHT-OF-WAY
 BW2237'MARKER.  IT IS A STANDARD DISK STAMPED DARBON NO 1 1947
 BW2237'PROJECTING 8 INCHES.
 BW2237'
 BW2237'REFERENCE MARK NO. 2 IS 77.05 FEET NORTH OF THE STATION.
 BW2237'IT IS 115.5 FEET NORTH OF THE CENTER OF HIGHWAY 586, 50.5
 BW2237'FEET NORTHWEST OF A POWER LINE SERVICE POLE, 86 FEET NORTHWEST
 BW2237'OF THE SOUTHEAST CORNER OF A BARN YARD FENCE, 72.5 FEET
 BW2237'NORTH OF A FENCE, 44 FEET WEST OF A FENCE AND 39 FEET SOUTHWEST
 BW2237'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING. IT
 BW2237'IS A STANDARD REFERENCE MARK DISK, STAMPED DARBON NO 2 1947
 BW2237'PROJECTING 3 INCHES.
 BW2237'
 BW2237'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 162.50
 BW2237'FEET.
 BW2237'
 BW2237'THE AZIMUTH MARK IS 0.3 MILE N-NE OF THE STATION.  IT IS
 BW2237'17 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 128 FEET
 BW2237'SOUTHWEST OF A Y-FENCE CORNER AND 1 FOOT SOUTH OF A METAL
 BW2237'WITNESS POST.  (NOTE) THE STATION IS OBSTRUCTED BY A CONCRETE
 BW2237'BLOCK BUILDING NEAR THE STATION.  IT IS A STANDARD AZIMUTH
 BW2237'MARK DISK, STAMPED DARBON 1947 PROJECTING 3 INCHES.
 BW2237'
 BW2237'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FOXWORTH
 BW2237'GO WEST ON STATE HIGHWAY 586 FOR 6.6 MILES TO A CROSSROADS.
 BW2237'CONTINUE WEST ON STATE HIGHWAY 586 FOR 0.25 MILE TO A SIDE
 BW2237'ROAD RIGHT.* CONTINUE WEST ON STATE HIGHWAY 586 FOR 0.1
 BW2237'MILE TO THE MARK ON THE RIGHT.* TO REACH THE AZIMUTH, TURN
 BW2237'RIGHT (NORTH) AND CONTINUE ON A GRAVELED ROAD FOR 0.3 MILE
 BW2237'TO THE MARK ON THE LEFT.
 BW2237'
 BW2237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES
 BW2237'NORTHEAST OF DARBON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1679 ***********************************************************************
 EG1679  DESIGNATION -  DARDEN
 EG1679  PID         -  EG1679
 EG1679  STATE/COUNTY-  MS/UNION
 EG1679  USGS QUAD   -  HICKORY FLAT (1982)
 EG1679
 EG1679                         *CURRENT SURVEY CONTROL
 EG1679  ___________________________________________________________________
 EG1679* NAD 83(1993)-  34 32 00.37710(N)    089 11 40.07756(W)     ADJUSTED  
 EG1679* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 EG1679  ___________________________________________________________________
 EG1679  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EG1679  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EG1679  HORZ ORDER  -  SECOND
 EG1679
 EG1679.The horizontal coordinates were established by classical geodetic methods
 EG1679.and adjusted by the National Geodetic Survey in May 1994.
 EG1679
 EG1679.The orthometric height was scaled from a topographic map.
 EG1679
 EG1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1679
 EG1679.The geoid height was determined by GEOID03.
 EG1679
 EG1679;                    North         East     Units Scale Factor Converg.
 EG1679;SPC MS E     -   558,176.287   266,848.410   MT  0.99996354   -0 12 17.0
 EG1679;SPC MS E     - 1,831,283.37    875,485.16   sFT  0.99996354   -0 12 17.0
 EG1679;UTM  16      - 3,823,492.120   298,603.634   MT  1.00009997   -1 14 40.0
 EG1679
 EG1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1679!SPC MS E     -   0.99998101  x   0.99996354  =   0.99994455
 EG1679!UTM  16      -   0.99998101  x   1.00009997  =   1.00008097
 EG1679
 EG1679|---------------------------------------------------------------------|
 EG1679| PID    Reference Object                     Distance      Geod. Az  |
 EG1679|                                                           dddmmss.s |
 EG1679| CG3902 DARDEN RM 1                          32.712 METERS 05039     |
 EG1679| CG3901 DARDEN AZ MK                                       1363040.8 |
 EG1679| CG3903 DARDEN RM 2                          26.347 METERS 28537     |
 EG1679| EG1686 BETHLEHEM                           APPROX.13.4 KM 2922726.9 |
 EG1679|---------------------------------------------------------------------|
 EG1679
 EG1679                          SUPERSEDED SURVEY CONTROL
 EG1679
 EG1679  NAD 83(1986)-  34 32 00.38842(N)    089 11 40.07595(W) AD(       ) 2
 EG1679  NAD 27      -  34 32 00.02406(N)    089 11 39.82018(W) AD(       ) 2
 EG1679
 EG1679.Superseded values are not recommended for survey control.
 EG1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1679.See file dsdata.txt to determine how the superseded data were derived.
 EG1679
 EG1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9860423492(NAD 83)
 EG1679_MARKER: DS = TRIANGULATION STATION DISK
 EG1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1679
 EG1679  HISTORY     - Date     Condition        Report By
 EG1679  HISTORY     - 1967     MONUMENTED       CGS
 EG1679
 EG1679                          STATION DESCRIPTION
 EG1679
 EG1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1679'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF NEW ALBANY, 5 MILES
 EG1679'SOUTHWEST OF
 EG1679'MYRTLE, 5.75 MILES SOUTH OF HICKORY FLAT AND ON THE
 EG1679'PROPERTY OF THE HOLLY SPRINGS
 EG1679'NATIONAL FOREST.
 EG1679'
 EG1679'TO REACH THE STATION FROM THE JUNCTION O U S HIGHWAY 78 AND STATE
 EG1679'HIGHWAY 30 AT THE
 EG1679'WEST EDGE OF NEW ALBANY, GO WESTERLY ON STATE
 EG1679'HIGHWAY 30 FOR 8.8 MILES TO THE WEST
 EG1679'UNION SCHOOL ON THE RIGHT.
 EG1679'CONTINUE WEST ON HIGHWAY 30 FOR 1.1 MILES TO THE
 EG1679'ENTERPRISE CHURCH OF
 EG1679'CHRIST AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A
 EG1679'PAVED ROAD FOR 2.1
 EG1679'MILES TO A SIDE ROAD LEFT IN THE SMALL VILLAGE OF
 EG1679'DARDEN.  TURN LEFT AND GO WEST
 EG1679'ON A GRAVELED ROAD FOR 0.85 MILE TO A
 EG1679'FORK IN THE VILLAGE OF MACEDONIA.  TAKE THE RIGHT
 EG1679'FORK AND GO
 EG1679'NORTHERLY ON A GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT JUST
 EG1679'NORTH OF THE
 EG1679'MACEDONIA BAPTIST CHURCH.  CONTINUE NORTH ON THE
 EG1679'GRAVELED ROAD FOR 0.7 MILE TO A
 EG1679'T-ROAD.  TURN RIGHT AND GO EASTERLY
 EG1679'ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD
 EG1679'LEFT.  TURN LEFT AND
 EG1679'GO NORTHERLY ON A GRAVELED ROAD FOR 1.35 MILES TO A SIDE ROAD
 EG1679'LEFT.  CONTINUE
 EG1679'NORTHERLY ON THE GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD
 EG1679'RIGHT.  TURN RIGHT AND GO
 EG1679'EAST AND SOUTH ON A GRAVELED ROAD FOR 0.7
 EG1679'MILE TO A SIDE ROAD LEFT AND THE STATION ON
 EG1679'THE RIGHT.
 EG1679'
 EG1679'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 EG1679'
 EG1679'STATION MARK, STAMPED DARDEN 1967 PROJECTS 5 INCHES.  IT IS 3.8 FEET
 EG1679'NORTHEAST OF A
 EG1679'MENTAL WITNESS POST, 17 FEET SOUTHEAST OF A 16 INCH
 EG1679'PINE TREE WITH A TRIANGULAR BLAZE
 EG1679'ON THE SOUTHEAST SIDE AND 72 FEET
 EG1679'WEST OF THE CENTER OF A GRAVELED ROAD.
 EG1679'
 EG1679'RM NO 1, STAMPED DARDEN NO 1 1967 PROJECTS 6 INCHES.  IT IS 1.5 FEET
 EG1679'NORTHWEST OF A
 EG1679'METAL WITNESS POST, 23 FEET EAST OF THE CENTER OF THE
 EG1679'GRAVELED ROAD AND 31 FEET NORTH
 EG1679'OF THE CENTER OF THE SIDE ROAD LEFT.
 EG1679'
 EG1679'RM NO 2, STAMPED DARDEN NO 2 1967 PROJECTS 4 INCHES.  IT IS 1.5 FEET
 EG1679'NORTH OF A METAL
 EG1679'WITNESS POST, 19 FEET NORTHEAST OF AN 18 INCH PINE
 EG1679'TREE AND 68 FEET WEST OF THE 16
 EG1679'INCH PINE TREE WITH THE TRIANGULAR
 EG1679'AZIMUTH MARK, STAMPED DARDEN 1967 PROJECTS 5
 EG1679'INCHES.  IT IS 1 FOOT
 EG1679'EAST OF A METAL WITNESS POST, 2 FEET NORTHWEST OF A 7 INCH PINE
 EG1679'TREE AND 24 FEET
 EG1679'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.
 EG1679'
 EG1679'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 EG1679'GRAVELED ROAD FOR
 EG1679'0.15 MILE TO THE MARK ON THE RIGHT.
 EG1679'
 EG1679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2337 ***********************************************************************
 BH2337  DESIGNATION -  DARK
 BH2337  PID         -  BH2337
 BH2337  STATE/COUNTY-  MS/JACKSON
 BH2337  USGS QUAD   -  DOG KEYS PASS (1970)
 BH2337
 BH2337                         *CURRENT SURVEY CONTROL
 BH2337  ___________________________________________________________________
 BH2337* NAD 83(1993)-  30 14 34.98969(N)    088 45 34.42174(W)     ADJUSTED  
 BH2337* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 BH2337  ___________________________________________________________________
 BH2337  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BH2337  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH2337  HORZ ORDER  -  SECOND
 BH2337
 BH2337.The horizontal coordinates were established by classical geodetic methods
 BH2337.and adjusted by the National Geodetic Survey in May 1994.
 BH2337
 BH2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2337
 BH2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2337
 BH2337.The geoid height was determined by GEOID03.
 BH2337
 BH2337;                    North         East     Units Scale Factor Converg.
 BH2337;SPC MS E     -    82,365.789   307,100.197   MT  0.99995062   +0 02 13.8
 BH2337;SPC MS E     -   270,228.43  1,007,544.56   sFT  0.99995062   +0 02 13.8
 BH2337;UTM  16      - 3,347,027.692   330,696.220   MT  0.99995363   -0 53 11.2
 BH2337
 BH2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2337!SPC MS E     -   1.00000415  x   0.99995062  =   0.99995477
 BH2337!UTM  16      -   1.00000415  x   0.99995363  =   0.99995778
 BH2337
 BH2337|---------------------------------------------------------------------|
 BH2337| PID    Reference Object                     Distance      Geod. Az  |
 BH2337|                                                           dddmmss.s |
 BH2337| DD7802 DARK RM 1                             8.480 METERS 01840     |
 BH2337| BH2295 CHIMNEY                             APPROX. 4.1 KM 0753955.4 |
 BH2337| BH2336 DARK RM 2 1970                        8.123 METERS 11408     |
 BH2337|---------------------------------------------------------------------|
 BH2337
 BH2337                          SUPERSEDED SURVEY CONTROL
 BH2337
 BH2337  NAD 83(1993)-  30 14 35.00314(N)    088 45 34.41527(W) AD(       ) 2
 BH2337  NAD 83(1986)-  30 14 35.01009(N)    088 45 34.41077(W) AD(       ) 2
 BH2337  NAD 27      -  30 14 34.28679(N)    088 45 34.32332(W) AD(       ) 2
 BH2337  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG    3  
 BH2337
 BH2337.Superseded values are not recommended for survey control.
 BH2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2337.See file dsdata.txt to determine how the superseded data were derived.
 BH2337
 BH2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3069647028(NAD 83)
 BH2337_MARKER: DS = TRIANGULATION STATION DISK
 BH2337_SETTING: 0 = UNSPECIFIED SETTING
 BH2337
 BH2337  HISTORY     - Date     Condition        Report By
 BH2337  HISTORY     - 1970     MONUMENTED       NGS
 BH2337
 BH2337                          STATION DESCRIPTION
 BH2337
 BH2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2337'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE WEST END OF HORN
 BH2337'ISLAND, 14 MILES SOUTHEAST OF THE BILOXI LIGHTHOUSE, 13 MILES
 BH2337'SOUTHWEST OF THE INGALLS SHIPYARD, 7 MILES SOUTH OF BELLEFONTAINE
 BH2337'POINT AND ABOUT 100 PACES SOUTH OF THE NORTH SHORE OF THE ISLAND.
 BH2337'
 BH2337'THE STATION WAS REACHED BY HELICOPTER.
 BH2337'
 BH2337'THE STATION MARK IS A STANDARD DISK STAMPED, DARK 1970, CRIMPED
 BH2337'TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD WHICH IS ENCASED
 BH2337'IN A 4 INCH ORANGEBURG PIPE PROJECTING 18 INCHES.  IT IS 80 PACES
 BH2337'SOUTH OF A NATIONAL WILDLIFE REFUGE SIGN AND 8.3 FEET NORTH OF
 BH2337'A METAL WITNESS POST.
 BH2337'
 BH2337'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DARK NO 1 1970,
 BH2337'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD WHICH IS
 BH2337'ENCASED IN A 4 INCH ORANGEBURG PIPE PROJECTING 14 INCHES.  IT IS
 BH2337'35.7 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST.
 BH2337'
 BH2337'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DARK NO 2 1970,
 BH2337'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD WHICH IS
 BH2337'ENCASED IN A 4 INCH ORANGEBURG PIPE PROJECTING 15 INCHES.  IT
 BH2337'IS 23.8 FEET EAST OF THE METAL WITNESS POST.
 BH2337'
 BH2337'NOTE--NO AZIMUTH MARK WAS SET FOR THIS STATION.
 BH2337'
 BH2337'HEIGHT OF LIGHT ABOVE STATION MARK 0.8 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2336 ***********************************************************************
 BH2336  DESIGNATION -  DARK RM 2 1970
 BH2336  PID         -  BH2336
 BH2336  STATE/COUNTY-  MS/JACKSON
 BH2336  USGS QUAD   -  DOG KEYS PASS (1970)
 BH2336
 BH2336                         *CURRENT SURVEY CONTROL
 BH2336  ___________________________________________________________________
 BH2336* NAD 83(1993)-  30 14 34.88185(N)    088 45 34.14445(W)     ADJUSTED  
 BH2336* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 BH2336  ___________________________________________________________________
 BH2336  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BH2336  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH2336  HORZ ORDER  -  SECOND
 BH2336
 BH2336.The horizontal coordinates were established by classical geodetic methods
 BH2336.and adjusted by the National Geodetic Survey in May 1994.
 BH2336
 BH2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2336
 BH2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2336
 BH2336.The geoid height was determined by GEOID03.
 BH2336
 BH2336;                    North         East     Units Scale Factor Converg.
 BH2336;SPC MS E     -    82,362.473   307,107.613   MT  0.99995062   +0 02 13.9
 BH2336;SPC MS E     -   270,217.55  1,007,568.89   sFT  0.99995062   +0 02 13.9
 BH2336;UTM  16      - 3,347,024.257   330,703.581   MT  0.99995360   -0 53 11.1
 BH2336
 BH2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2336!SPC MS E     -   1.00000412  x   0.99995062  =   0.99995474
 BH2336!UTM  16      -   1.00000412  x   0.99995360  =   0.99995772
 BH2336
 BH2336:                Primary Azimuth Mark                     Grid Az
 BH2336:SPC MS E     -  CHIMNEY                                  075 33 27.7
 BH2336:UTM  16      -  CHIMNEY                                  076 28 52.7
 BH2336
 BH2336|---------------------------------------------------------------------|
 BH2336| PID    Reference Object                     Distance      Geod. Az  |
 BH2336|                                                           dddmmss.s |
 BH2336| BH2295 CHIMNEY                             APPROX. 4.1 KM 0753541.6 |
 BH2336| BH2337 DARK                                  8.123 METERS 29408     |
 BH2336|---------------------------------------------------------------------|
 BH2336
 BH2336                          SUPERSEDED SURVEY CONTROL
 BH2336
 BH2336  NAD 83(1993)-  30 14 34.89530(N)    088 45 34.13798(W) AD(       ) 2
 BH2336  NAD 83(1986)-  30 14 34.90225(N)    088 45 34.13349(W) AD(       ) 2
 BH2336  NAD 27      -  30 14 34.17895(N)    088 45 34.04604(W) AD(       ) 2
 BH2336  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG    3  
 BH2336
 BH2336.Superseded values are not recommended for survey control.
 BH2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2336.See file dsdata.txt to determine how the superseded data were derived.
 BH2336
 BH2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3070447024(NAD 83)
 BH2336_MARKER: DS = TRIANGULATION STATION DISK
 BH2336_SETTING: 0 = UNSPECIFIED SETTING
 BH2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2336
 BH2336  HISTORY     - Date     Condition        Report By
 BH2336  HISTORY     - 1970     MONUMENTED       NGS
 BH2336
 BH2336                          STATION DESCRIPTION
 BH2336
 BH2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2336'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DARK NO 2 1970,
 BH2336'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELD GROUND ROD WHICH IS
 BH2336'ENCASED IN A 4 INCH ORANGEBURG PIPE PROJECTING 15 INCHES.  IT
 BH2336'IS 23.8 FEET EAST OF THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2751 ***********************************************************************
 EH2751  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2751  DESIGNATION -  DARLING
 EH2751  PID         -  EH2751
 EH2751  STATE/COUNTY-  MS/QUITMAN
 EH2751  USGS QUAD   -  MARKS (1969)
 EH2751
 EH2751                         *CURRENT SURVEY CONTROL
 EH2751  ___________________________________________________________________
 EH2751* NAD 83(2007)-  34 21 28.12172(N)    090 16 00.60025(W)     ADJUSTED  
 EH2751* NAVD 88     -        50.40   (meters)     165.4    (feet)  GPS OBS   
 EH2751  ___________________________________________________________________
 EH2751  EPOCH DATE  -        2002.00
 EH2751  X           -     -24,547.508 (meters)                     COMP
 EH2751  Y           -  -5,270,923.520 (meters)                     COMP
 EH2751  Z           -   3,579,295.325 (meters)                     COMP
 EH2751  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EH2751  ELLIP HEIGHT-          23.716 (meters)          (02/15/08) ADJUSTED
 EH2751  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH2751  HORZ ORDER  -  B
 EH2751  ELLP ORDER  -  FOURTH    CLASS II
 EH2751
 EH2751.The horizontal coordinates were established by GPS observations
 EH2751.and adjusted by the EMC INCORPORATED in February 2008.
 EH2751
 EH2751.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2751.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2751.The horizontal coordinates are valid at the epoch date displayed above.
 EH2751.The epoch date for horizontal control is a decimal equivalence
 EH2751.of Year/Month/Day.
 EH2751
 EH2751.The orthometric height was determined by GPS observations and a
 EH2751.high-resolution geoid model.
 EH2751.The orthometric height was determined by GPS observations and a
 EH2751.high-resolution geoid model using precise GPS observation and
 EH2751.processing techniques.
 EH2751
 EH2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2751
 EH2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2751
 EH2751.The ellipsoidal height was determined by GPS observations
 EH2751.and is referenced to NAD 83.
 EH2751
 EH2751.The geoid height was determined by GEOID03.
 EH2751
 EH2751;                    North         East     Units Scale Factor Converg.
 EH2751;SPC MS W     -   538,637.710   706,117.397   MT  0.99995046   +0 02 15.1
 EH2751;SPC MS W     - 1,767,180.55  2,316,653.49   sFT  0.99995046   +0 02 15.1
 EH2751;UTM  15      - 3,805,215.783   751,373.680   MT  1.00037896   +1 32 35.9
 EH2751
 EH2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2751!SPC MS W     -   0.99999628  x   0.99995046  =   0.99994674
 EH2751!UTM  15      -   0.99999628  x   1.00037896  =   1.00037524
 EH2751
 EH2751|---------------------------------------------------------------------|
 EH2751| PID    Reference Object                     Distance      Geod. Az  |
 EH2751|                                                           dddmmss.s |
 EH2751| CY5928 DARLING RM 1                         27.777 METERS 03056     |
 EH2751| EH2714 PEACH                               APPROX.17.3 KM 0600415.4 |
 EH2751| CY5929 DARLING RM 2                         34.399 METERS 15554     |
 EH2751| CY5927 DARLING AZ MK                                      1841203.4 |
 EH2751|---------------------------------------------------------------------|
 EH2751
 EH2751                          SUPERSEDED SURVEY CONTROL
 EH2751
 EH2751  NAD 83(1993)-  34 21 28.12595(N)    090 16 00.60568(W) AD(       ) 3
 EH2751  NAD 83(1986)-  34 21 28.13593(N)    090 16 00.60362(W) AD(       ) 3
 EH2751  NAD 27      -  34 21 27.74400(N)    090 16 00.25400(W) AD(       ) 3
 EH2751
 EH2751.Superseded values are not recommended for survey control.
 EH2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2751.See file dsdata.txt to determine how the superseded data were derived.
 EH2751
 EH2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5137405216(NAD 83)
 EH2751_MARKER: DS = TRIANGULATION STATION DISK
 EH2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2751_STAMPING: DARLING 1956
 EH2751_MARK LOGO: CGS   
 EH2751_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2751+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2008
 EH2751
 EH2751  HISTORY     - Date     Condition        Report By
 EH2751  HISTORY     - 1956     MONUMENTED       CGS
 EH2751  HISTORY     - 1977     POOR             MSHD
 EH2751  HISTORY     - 20070126 GOOD             EMCINC
 EH2751  HISTORY     - 20080129 GOOD             MSDOT
 EH2751
 EH2751                          STATION DESCRIPTION
 EH2751
 EH2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2751'STATION IS ABOUT 7 MILES NORTH OF MARKS, ABOUT 0.2 MILE
 EH2751'SOUTHEAST OF DARLING SCHOOL, ABOUT 0.05 MILE NORTHEAST OF A
 EH2751'PAN AM SERVICE STATION, ON THE EAST RIGHT-OF-WAY OF STATE
 EH2751'HIGHWAY 3, IN THE NORTHEAST CORNER OF THE MAIN HIGHWAY
 EH2751'INTERSECTION AT THE EAST SIDE OF DARLING AND NEAR THE WEST
 EH2751'SIDE OF SECTION 28, T. 8 S., R. 10 W.
 EH2751'
 EH2751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2751'6 AND 3 AT THE NORTH SIDE OF MARKS, GO NORTH ON STATE HIGHWAY
 EH2751'3 FOR 5.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EH2751'NORTH ON STATE HIGHWAY 3 FOR 0.75 MILE TO THE CROSSROAD AT
 EH2751'DARLING (TWO ROAD FORKS ON THE RIGHT.) AND THE STATION ON THE
 EH2751'NORTH SIDE OF THE ROAD FORK LEADING EAST.  (THE OTHER ROAD FORK
 EH2751'LEADS TO THE SOUTHEAST.)
 EH2751'
 EH2751'STATION MARKS, ARE STANDARD DISKS, STAMPED DARLING 1956.
 EH2751'THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT
 EH2751'WHICH IS LEVEL WITH THE GROUND.  IT IS 101 FEET EAST OF THE
 EH2751'CENTER LINE OF STATE HIGHWAY 3, 98 FEET NORTH OF THE CENTER
 EH2751'OF A GRAVEL ROAD AND 83 FEET SOUTHEAST OF A CONCRETE ROAD
 EH2751'RIGHT-OF-WAY MARKER.  THE UNDERGROUND STATION MARK DISK IS
 EH2751'SET IN AN IRREGULAR MASS OF CONCRETE OF 32 INCHES BELOW
 EH2751'THE GROUND.
 EH2751'
 EH2751'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED DARLING NO
 EH2751'1 1956, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 EH2751'6 INCHES.  IT IS 162 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 EH2751'149 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 3, 74 FEET
 EH2751'EAST OF A CONCRETE ROAD RIGHT-OF-WAY MARKER AND 1 FOOT WEST OF
 EH2751'A CONCRETE ROAD RIGHT-OF-WAY MARKER.
 EH2751'
 EH2751'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED DARLING NO 2 1956,
 EH2751'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 EH2751'IT IS 150 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 3, 19
 EH2751'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT WEST OF A
 EH2751'CONCRETE ROAD RIGHT-OF-WAY MARKER.
 EH2751'
 EH2751'AZIMUTH MARK, A STANDARD DISK, STAMPED DARLING 1956, SET IN
 EH2751'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 EH2751'203 FEET SOUTH OF A TRACK ROAD LEADING EAST THROUGH A CULTIVATED
 EH2751'FIELD, 69 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 3,
 EH2751'18 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD AND 2
 EH2751'FEET NORTH OF A WHITE WITNESS POST.
 EH2751'
 EH2751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EH2751
 EH2751                          STATION RECOVERY (1977)
 EH2751
 EH2751'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EH2751'THE STATION WAS VISITED 3-2-77 AND THE STATION MARK, RM NO 1, AND
 EH2751'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE POST FOR THE AZIMUTH MARK
 EH2751'WAS FOUND LYING ON ITS SIDE WITH ONLY THE STEM REMAINING OF THE
 EH2751'DISK.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 EH2751'ADDITIONS.  THE STATION IS 1 FOOT EAST OF A METAL WITNESS POST.
 EH2751'REFERENCE MARK NO 1 IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 EH2751'
 EH2751'REFERENCE MARK NO 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST.  A NEW
 EH2751'TO REACH IS AS FOLLOWS.  TO REACH FROM THE INTERSECTION OF STATE
 EH2751'HIGHWAY 3 AND 6 AT THE NORTH EDGE OF MARKS GO NORTH ON STATE
 EH2751'HIGHWAY 3 FOR 3.6 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH ON
 EH2751'STATE HIGHWAY 3 FOR 3.2 MILES TO A CROSSROAD AND THE STATION ON
 EH2751'THE RIGHT (ON THE NORTH SIDE OF A FORK LEADING EAST AND THE OTHER
 EH2751'LEG LEADING SOUTHEAST).
 EH2751'
 EH2751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE EAST OF
 EH2751'DARLING.
 EH2751
 EH2751                          STATION RECOVERY (2007)
 EH2751
 EH2751'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH2751'RECOVERED IN GOOD CONDITION.
 EH2751
 EH2751                          STATION RECOVERY (2008)
 EH2751
 EH2751'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2751'RECOVERED STATION AND RM 1, RM 2 PROBABLY DESTROYED BY INSTALLATION OF
 EH2751'TELEPHONE CABLE AND AZIMUTH MARK PREVIOUSLY REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1940 ***********************************************************************
 DK1940  DESIGNATION -  DARR
 DK1940  PID         -  DK1940
 DK1940  STATE/COUNTY-  MS/SUNFLOWER
 DK1940  USGS QUAD   -  RULEVILLE (1966)
 DK1940
 DK1940                         *CURRENT SURVEY CONTROL
 DK1940  ___________________________________________________________________
 DK1940* NAD 83(1993)-  33 39 34.48047(N)    090 33 58.76385(W)     ADJUSTED  
 DK1940* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 DK1940  ___________________________________________________________________
 DK1940  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DK1940  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1940  HORZ ORDER  -  SECOND
 DK1940
 DK1940.The horizontal coordinates were established by classical geodetic methods
 DK1940.and adjusted by the National Geodetic Survey in May 1994.
 DK1940
 DK1940.The orthometric height was scaled from a topographic map.
 DK1940
 DK1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1940
 DK1940.The geoid height was determined by GEOID03.
 DK1940
 DK1940;                    North         East     Units Scale Factor Converg.
 DK1940;SPC MS W     -   461,214.072   678,390.847   MT  0.99995575   -0 07 44.9
 DK1940;SPC MS W     - 1,513,166.50  2,225,687.30   sFT  0.99995575   -0 07 44.9
 DK1940;UTM  15      - 3,727,068.996   725,663.694   MT  1.00022785   +1 20 58.0
 DK1940
 DK1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1940!SPC MS W     -   0.99999803  x   0.99995575  =   0.99995378
 DK1940!UTM  15      -   0.99999803  x   1.00022785  =   1.00022588
 DK1940
 DK1940|---------------------------------------------------------------------|
 DK1940| PID    Reference Object                     Distance      Geod. Az  |
 DK1940|                                                           dddmmss.s |
 DK1940| DK1941 DARR 2                               21.124 METERS 00801     |
 DK1940| CY5931 DARR RM 1                            37.206 METERS 07001     |
 DK1940| DK1937 DODDSVILLE FARM GIN CO CYCLONE      APPROX. 4.0 KM 0982419.6 |
 DK1940| CY5930 DARR AZ MK                                         2082258.5 |
 DK1940| DK1939 TT 17 D                              35.846 METERS 30046     |
 DK1940| CY5932 DARR RM 2                            39.904 METERS 31001     |
 DK1940|---------------------------------------------------------------------|
 DK1940
 DK1940                          SUPERSEDED SURVEY CONTROL
 DK1940
 DK1940  NAD 83(1986)-  33 39 34.49088(N)    090 33 58.76050(W) AD(       ) 2
 DK1940  NAD 27      -  33 39 34.08040(N)    090 33 58.43380(W) AD(       ) 2
 DK1940
 DK1940.Superseded values are not recommended for survey control.
 DK1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1940.See file dsdata.txt to determine how the superseded data were derived.
 DK1940
 DK1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2566427069(NAD 83)
 DK1940_MARKER: DS = TRIANGULATION STATION DISK
 DK1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1940
 DK1940  HISTORY     - Date     Condition        Report By
 DK1940  HISTORY     - 1957     MONUMENTED       CGS
 DK1940  HISTORY     - 1963     GOOD             CGS
 DK1940
 DK1940                          STATION DESCRIPTION
 DK1940
 DK1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1940'THE STATION IS APPROXIMATELY 5 MILES SOUTH-SOUTHWEST OF
 DK1940'RULEVILLE, 2.5 MILES WEST OF DODDSVILLE, 0.7 MILE NORTH
 DK1940'OF DARR LAKE AND IN SECTION 24, T 21 N, R 4 W, ON PROPERTY
 DK1940'OWNED BY MR. J.M. PARKS (POSTMASTER IN DODDSVILLE).
 DK1940'
 DK1940'TO REACH THE STATION FROM THE POST OFFICE IN DODDSVILLE,
 DK1940'GO WEST OVER RAILROAD TRACKS, TURN LEFT AND GO SOUTH AND
 DK1940'WEST ON SURFACED ROAD FOR 0.9 MILE TO A STEEL BRIDGE, CROSS
 DK1940'BRIDGE AND CONTINUE WEST ON GRAVEL ROAD FOR 1.45 MILES TO
 DK1940'A ROAD FORK, KEEP RIGHT FORK AND GO NORTHERLY FOR 0.7 MILE
 DK1940'TO WHERE THE MAIN ROAD TURNS LEFT, WEST, AND A SIDE ROAD
 DK1940'TURNS RIGHT AND THE STATION ON THE RIGHT.
 DK1940'
 DK1940'STATION MARKS ARE STANDARD DISKS STAMPED DARR 1957.  THE
 DK1940'SURFACE DISK IS SET IN A ROUND CONCRETE POST 12 INCHES BELOW
 DK1940'THE SURFACE OF THE GROUND.  IT IS 159 FEET SOUTHEAST OF
 DK1940'THE SOUTHEAST CORNER OF A HOUSE, 90 FEET SOUTH-SOUTHEAST
 DK1940'OF A WATER PUMP, 81 FEET EAST OF THE JUNCTION OF THE MAIN
 DK1940'ROAD AND THE SIDE ROAD LEADING EAST AND 56 FEET NORTHEAST
 DK1940'OF THE CENTER OF THE SIDE ROAD LEADING EAST.  THE UNDERGROUND
 DK1940'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 DK1940'THE SURFACE OF THE GROUND.
 DK1940'
 DK1940'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DARR NO 1
 DK1940'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 DK1940'INCHES.  IT IS 159 FEET NORTHEAST OF THE CENTER OF THE MAIN
 DK1940'GRAVEL ROAD, 111 FEET SOUTH OF THE CENTER OF THE SIDE ROAD
 DK1940'LEADING EAST AND ABOUT 25 FEET WEST OF A SMALL CREEK.  A
 DK1940'STANDARD WITNESS POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 DK1940'
 DK1940'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DARR NO 2
 DK1940'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 DK1940'INCHES.  IT IS 72 FEET NORTH OF THE CENTER OF THE MAIN GRAVEL
 DK1940'ROAD, 63 FEET NORTHWEST OF THE CENTER OF THE SIDE ROAD, 28
 DK1940'FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE AND 2 FEET
 DK1940'EAST OF A POWER POLE.
 DK1940'
 DK1940'T.T. 17D (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 DK1940'DISK, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DK1940'THE STAMPING ON THIS MARK IS NO LONGER VISIBLE.  IT IS 57
 DK1940'FEET NORTH OF THE JUNCTION OF THE MAIN GRAVEL ROAD AND THE
 DK1940'SIDE ROAD LEADING EAST, 42 FEET SOUTHEAST OF THE SOUTHEAST
 DK1940'CORNER OF THE HOUSE, 30 FEET NORTHWEST OF A WATER PUMP AND
 DK1940'18 FEET SOUTH OF A POWER LINE POLE.
 DK1940'
 DK1940'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DARR 1957, SET
 DK1940'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 DK1940'31 FEET EAST OF THE JUNCTION OF THE GRAVEL ROAD AND A FIELD
 DK1940'ROAD AND 2 FEET EAST OF A POWER POLE WITH A TRANSFORMER.
 DK1940'A STANDARD WITNESS POST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 DK1940'
 DK1940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 DK1940'MAIN GRAVEL ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN
 DK1940'LEFT AND GO SOUTH AND EAST FOR 0.65 MILE TO THE AZIMUTH
 DK1940'MARK ON THE LEFT.
 DK1940'
 DK1940'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1940
 DK1940                          STATION RECOVERY (1963)
 DK1940
 DK1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DK1940'THE STATION WAS VISITED 3-13-63 AND THE STATION, REFERENCE
 DK1940'MARKS NO. 1 AND 2, TT 17 D (USGS), AND THE AZIMUTH MARK
 DK1940'WERE FOUND IN GOOD CONDITION.  THE STATION AND REFERENCE
 DK1940'MARK NO. 1 WERE MOVED AT THE REQUEST OF THE STATE HIGHWAY
 DK1940'DEPARTMENT DUE TO A BORROW PIT BEING ESTABLISHED IN THE
 DK1940'AREA.  THE STATION WAS MOVED BY ESTABLISHING STATION DARR
 DK1940'2 1963, 21.124 METERS NORTHWEST OF THE STATION.  REFERENCE
 DK1940'MARK NO. 3 WAS ESTABLISHED FOR THE STATION REFERENCE MARK
 DK1940'NO. 1 WAS DESTROYED AND THE DISK RECLAIMED.  THE AZIMUTH
 DK1940'MARK WAS USED AS THE AZIMUTH FOR THE NEW STATION.  REFERENCE
 DK1940'MARK NO. 2 AND TT 17 D (USGS) WERE USED AS REFERENCE MARKS
 DK1940'FOR THE NEW STATION.  THE STATION SURFACE MARK AND
 DK1940'SUB-SURFACE MARK WILL BE DESTROYED WHEN THE BARROW PIT IS
 DK1940'EXCAVATED.
 DK1940'
 DK1940'SEE DESCRIPTION FOR DARR 2 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1941 ***********************************************************************
 DK1941  DESIGNATION -  DARR 2
 DK1941  PID         -  DK1941
 DK1941  STATE/COUNTY-  MS/SUNFLOWER
 DK1941  USGS QUAD   -  RULEVILLE (1966)
 DK1941
 DK1941                         *CURRENT SURVEY CONTROL
 DK1941  ___________________________________________________________________
 DK1941* NAD 83(1993)-  33 39 35.15938(N)    090 33 58.64950(W)     ADJUSTED  
 DK1941* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 DK1941  ___________________________________________________________________
 DK1941  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DK1941  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1941  HORZ ORDER  -  SECOND
 DK1941
 DK1941.The horizontal coordinates were established by classical geodetic methods
 DK1941.and adjusted by the National Geodetic Survey in May 1994.
 DK1941
 DK1941.The orthometric height was scaled from a topographic map.
 DK1941
 DK1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1941
 DK1941.The geoid height was determined by GEOID03.
 DK1941
 DK1941;                    North         East     Units Scale Factor Converg.
 DK1941;SPC MS W     -   461,234.981   678,393.840   MT  0.99995575   -0 07 44.8
 DK1941;SPC MS W     - 1,513,235.10  2,225,697.12   sFT  0.99995575   -0 07 44.8
 DK1941;UTM  15      - 3,727,089.982   725,666.147   MT  1.00022786   +1 20 58.1
 DK1941
 DK1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1941!SPC MS W     -   0.99999803  x   0.99995575  =   0.99995378
 DK1941!UTM  15      -   0.99999803  x   1.00022786  =   1.00022589
 DK1941
 DK1941|---------------------------------------------------------------------|
 DK1941| PID    Reference Object                     Distance      Geod. Az  |
 DK1941|                                                           dddmmss.s |
 DK1941| DK1940 DARR                                 21.124 METERS 18801     |
 DK1941| CY5930 DARR AZ MK                                         2075516.7 |
 DK1941| CY5934 DARR 2 RM 4                          20.212 METERS 23215     |
 DK1941| DK1939 TT 17 D                              33.845 METERS 26538     |
 DK1941| CY5933 DARR 2 RM 3                          19.425 METERS 33140     |
 DK1941|---------------------------------------------------------------------|
 DK1941
 DK1941                          SUPERSEDED SURVEY CONTROL
 DK1941
 DK1941  NAD 83(1986)-  33 39 35.16972(N)    090 33 58.64614(W) AD(       ) 2
 DK1941  NAD 27      -  33 39 34.75930(N)    090 33 58.31940(W) AD(       ) 2
 DK1941
 DK1941.Superseded values are not recommended for survey control.
 DK1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1941.See file dsdata.txt to determine how the superseded data were derived.
 DK1941
 DK1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2566627090(NAD 83)
 DK1941_MARKER: DS = TRIANGULATION STATION DISK
 DK1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1941
 DK1941  HISTORY     - Date     Condition        Report By
 DK1941  HISTORY     - 1963     MONUMENTED       CGS
 DK1941  HISTORY     - 1967     GOOD             CGS
 DK1941
 DK1941                          STATION DESCRIPTION
 DK1941
 DK1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DK1941'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 DK1941'RULEVILLE, ABOUT 2.5 MILES WEST OF DODDSVILLE, 0.7 MILE
 DK1941'NORTH OF DARR LAKE, IN SECTION 24, T 21 N, R 4 W. AND ON
 DK1941'THE PROPERTY OWNED BY MR. J.M. PARKS (POSTMASTER IN DODDSVILLE).
 DK1941'IT IS LOCATED AT THE NORTHWEST EDGE OF A BARROW PIT, ON
 DK1941'THE SOUTH SIDE OF A DRAINAGE DITCH, ON THE EAST SIDE OF
 DK1941'A FARM ROAD, JUST NORTH OF WHERE THE ROAD TURNS FROM EAST-WEST
 DK1941'TO NORTH, 257.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DK1941'442, 93 FEET NORTH-NORTHEAST OF A WELL PUMP IN THE YARD
 DK1941'OF THE TENANT HOUSE, 23 FEET EAST OF THE CENTER OF THE FARM
 DK1941'ROAD, 60 FEET EAST OF A POWER POLE, 94 FEET SOUTH OF THE
 DK1941'CENTER OF THE DRAINAGE DITCH, 54 FEET SOUTHWEST OF A
 DK1941'FORKED PEACAN TREE, 139 FEET EAST-NORTHEAST OF THE
 DK1941'SOUTHEAST CORNER OF THE TENANT HOUSE AND 1 FOOT EAST OF A
 DK1941'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED DARR 2
 DK1941'1963, PROJECTING 6 INCHES.
 DK1941'
 DK1941'REFERENCE MARK NO. 2 IS 111.03 FEET SOUTHWEST OF THE STATION
 DK1941'IN THE YARD OD THE TENANT HOUSE, 65 FEET WEST OF THE CENTER
 DK1941'OF THE FARM ROAD, 56.4 FEET SOUTHSOUTHWEST OF A POWER POLE,
 DK1941'28 FEET EAST OF THE SOUTHEAST CORNER O THE TENANT HOUSE,
 DK1941'AND 98 FEET SOUTH OF A FORKED PEACAN TREE.  IT IS A STANDARD
 DK1941'DISK, STAMPED DARR NO 2 1957, PROJECTING 2 INCH.
 DK1941'
 DK1941'REFERENCE MARK NO. 3 IS 63.73 FEET NORTHWEST OF THE STATION
 DK1941'AT THE NORTHEAST EDGE OF A GARDEN PLOT, 39 FEET WEST OF
 DK1941'THE CENTER OF A FARM ROAD, 39 FEET NORTH OF A POWER POLE,
 DK1941'67 FEET SOUTH OF THE CENTER OF THE DRAINAGE DITCH, 105 FEET
 DK1941'NORTHEAST OF THE NORTHEAST CORNER OF THE TENANT HOUSE, 103
 DK1941'FEET EAST OF A FORKED PECAN TREE, AND 1 FOOT NORTH OF A
 DK1941'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED DARR
 DK1941'2 NO. 3 1963, PROJECTING 6 INCHES.
 DK1941'
 DK1941'TT 17 D (USGS) IS 111.04 FEET SOOUTHWEST OF THE STATION, 47
 DK1941'FEET NORTH OF THE CENTER OF THE FARM ROAD, 27.5 FEET WEST
 DK1941'OF THE PUMP, AND 43.5 FEET SOUTHEST OF THE SOUTHEAST CORNER
 DK1941'OF THE TENANT HOUSE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 DK1941'DISK STAMPED (STAMPING CAN NOT BE READ ON THE DISK, BADLY
 DK1941'MUTILATED.) SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 DK1941'POST PROJE TING 6 INCHES.
 DK1941'
 DK1941'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 89.3
 DK1941'FEET.  THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND TT
 DK1941'17 D (USGS) IS 24.0 FEET.
 DK1941'
 DK1941'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE
 DK1941'STATION, IN THE SOUTHEAST ANGLE OF A FIELD CROSSROAD, IN
 DK1941'A CULTIVATED FIELD.  IT IS 17 FEET EAST OF THE CENTER OF
 DK1941'A NORTH-SOUTH ROAD, 44 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 DK1941'ROAD, 70 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING,
 DK1941'39 FEET SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT
 DK1941'UNDER THE CROSSROAD, AND 1 FOOT EAST OF A POWER POLE WITH
 DK1941'A TRANSFORMER, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DK1941'IT IS A STANDARD DISK, STAMPED DARR 1957, PROJECTING 4
 DK1941'INCHES.
 DK1941'
 DK1941'TO REACH THE STATION FROM THE POST OFFICE AT DODDSVILLE,
 DK1941'GO EAST FOR 1 BLOCK TO U.S. HIGHWAY 49W, TUEN RIGHT AND
 DK1941'GO SOUTH ON U.S. HIGHWAY 49W FOR 0.25 TO THE JUNCTION WITH
 DK1941'STATE HIGHWAY 442, TURN RIGHT AND GO WEST FOR 0.75 MILE
 DK1941'TO THE BRIDGE OVER THE SUNFLOWER RIVER, CONTINUE WEST AND
 DK1941'NORTH FOR 2.1 MILES TO THE STATION AND THE BARROW PIT ON
 DK1941'THE RIGHT AT A POINT WHERE THE HIGHWAY TURNS WEST.
 DK1941'
 DK1941'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 DK1941'HIGHWAY 442 FOR 0.45 MILE TO A GRAVELED FIELD ROAD LEFT,
 DK1941'TUEN LEFT AND GO SOUTH FOR 0.45 MILE, THEN BEAR LEFT WITH
 DK1941'THE ROAD AND GO 0.2 MILE TO THE CROSSROAD AND THE AZIMUTH
 DK1941'MARK IN THE SOUTHEAST ANGLE OF THE CROSSROADS.
 DK1941
 DK1941                          STATION RECOVERY (1967)
 DK1941
 DK1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK1941'THE STATION WAS VISITED 11-14-67 AND STATION, R.M. NO. 3 AND
 DK1941'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 AND
 DK1941'TT 17 D USGS WERE FOUND DESTROYED.  R.M. NO. 3 WAS ESTABLISHED
 DK1941'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK1941'
 DK1941'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF DODDSVILLE,
 DK1941'5 MILES SOUTH-SOUTHWEST OF RULEVILLE, 0.7 MILE NORTH OF
 DK1941'DARR LAKE IN SEC. 24, T 21 N, R 4 W, ON PROPERTY OWNED BY
 DK1941'MR. EASTLAND.  IT IS LOCATED ON THE NORTHWEST EDGE OF A
 DK1941'BARROW PIT, ON EAST SIDE OF A FARM ROAD, JUST NORTH OF WHERE
 DK1941'THE ROAD TURNS FROM E-W TO NORTH.  THE STATION IS 257.5
 DK1941'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 442, 93 FEET
 DK1941'NORTH-NORTHEAST OF A WELL PUMP IN THE YARD OF A TENANT HOUSE,
 DK1941'23 FEET EAST OF THE CENTERLINE OF FARM ROAD, 94 FEET SOUTH
 DK1941'OF A DRAINAGE DITCH, 53 FEET EAST OF A FORKED PECAN TREE,
 DK1941'139 FEET EAST OF SOUTHWEST CORNER OF TENANT HOUSE, 1 FOOT
 DK1941'NORTHEAST OF A METAL WITNESS POST.  IT IS A TRAINGULATION
 DK1941'STATION DISK STAMPED DARR 2 1963.
 DK1941'
 DK1941'REFERENCE MARK NO. 3 IS 63.73 FEET NORTHWEST OF STATION,
 DK1941'39 FEET NORTHWEST OF THE CENTERLINE OF FARM ROAD, 67 FEET
 DK1941'SOUTH OF THE CENTERLINE OF DRAINAGE DITCH, 105 FEET EAST
 DK1941'OF NORTHEAST CORNER OF TENANT HOUSE, 103 FEET EAST-SOUTHEAST
 DK1941'OF FORKED PECAN TREE, 1 FOOT NORTH OF METAL WITNESS POST.
 DK1941'IT IS A REFERENCE MARK DISK STAMPED DARR 2 NO 3 1963, PROJECTS
 DK1941'6-INCHES.
 DK1941'
 DK1941'REFERENCE MARK NO. 4 IS 66.31 FEET WEST-SOUTHWEST AT NORTHWEST
 DK1941'EDGE OF BARROW PIT, 18 FEET SOUTHEAST OF THE CENTERLINE
 DK1941'OF FARM ROAD, 102.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 DK1941'TENANT HOUSE, 60 FEET SOUTHEAST OF WELL PUMP, 66 FEET SOUTH
 DK1941'OF POWER POLE, 62 FEET EAST OF ROAD FORKS.  IT IS A REFERENCE
 DK1941'MARK DISK STAMPED DARR 2 1963 NO 4 1967.
 DK1941'
 DK1941'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF STATION IN THE
 DK1941'SE ANGLE OF A FIELD CROSSROADS, 19 FEET EAST OF THE CENTERLINE
 DK1941'OF N-S ROAD, 39 FEET SOUTHEAST OF EAST END OF CONCRETE CULVERT
 DK1941'UNDER FIELD ROAD, 20 FEET SOUTH OF THE CENTERLINE OF E-W
 DK1941'ROAD, 1 FOOT EAST OF POWER POLE WITH TRANSFORMER, 1 FOOT
 DK1941'NORTH OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK
 DK1941'STAMPED DARR 1957, PROJECTS 1-INCH.
 DK1941'
 DK1941'TO REACH THE STATION FROM THE POST OFFICE IN DODDSVILLE,
 DK1941'GO EAST FOR 1 BLOCK TO U.S. HIGHWAY 49W, TURN RIGHT AND
 DK1941'GO SOUTH ON U.S. HIGHWAY 49W FOR 0.25 TO THE JUNCTION
 DK1941'WITH STATE HIGHWAY 442, TURN RIGHT AND GO WEST FOR 0.75
 DK1941'MILE TO THE BRIDGE OVER THE SUNFLOWER RIVER, CONTINUE WEST
 DK1941'AND NORTH FOR 2.1 MILES TO THE STATION AND BARROW PIT ON
 DK1941'THE RIGHT WHERE THE HIGHWAY MAKES A TURN TO THE LEFT.
 DK1941'
 DK1941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 DK1941'HIGHWAY 442 FOR 0.45 MILE TO A FIELD ROAD LEFT, TURN LEFT
 DK1941'AND GO SOUTH FOR 0.45 MILE TO A SHARPE TURN IN THE ROAD TO
 DK1941'THE EAST, TURN LEFT AND GO EAST FOR 0.2 MILE TO A CROSSROAD
 DK1941'AND AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE CROSSROADS.
 DK1941'
 DK1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DK1941'SOUTH-SOUTHWEST OF RULEVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1907 ***********************************************************************
 DJ1907  DESIGNATION -  DARRACOTT
 DJ1907  PID         -  DJ1907
 DJ1907  STATE/COUNTY-  MS/MONROE
 DJ1907  USGS QUAD   -  STRONG (1987)
 DJ1907
 DJ1907                         *CURRENT SURVEY CONTROL
 DJ1907  ___________________________________________________________________
 DJ1907* NAD 83(1993)-  33 43 25.77660(N)    088 31 53.79313(W)     ADJUSTED  
 DJ1907* NAVD 88     -        90.89   (+/-2cm)     298.2    (feet)  VERTCON   
 DJ1907  ___________________________________________________________________
 DJ1907  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DJ1907  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1907  HORZ ORDER  -  SECOND
 DJ1907  VERT ORDER  -  THIRD ? (See Below)
 DJ1907
 DJ1907.The horizontal coordinates were established by classical geodetic methods
 DJ1907.and adjusted by the National Geodetic Survey in May 1994.
 DJ1907
 DJ1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1907.The vertical order pertains to the NGVD 29 superseded value.
 DJ1907
 DJ1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1907
 DJ1907.The geoid height was determined by GEOID03.
 DJ1907
 DJ1907;                    North         East     Units Scale Factor Converg.
 DJ1907;SPC MS E     -   468,356.528   327,963.255   MT  0.99995964   +0 10 03.1
 DJ1907;SPC MS E     - 1,536,599.71  1,075,992.78   sFT  0.99995964   +0 10 03.1
 DJ1907;UTM  16      - 3,732,588.287   358,096.588   MT  0.99984825   -0 51 01.7
 DJ1907
 DJ1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1907!SPC MS E     -   0.99999010  x   0.99995964  =   0.99994974
 DJ1907!UTM  16      -   0.99999010  x   0.99984825  =   0.99983835
 DJ1907
 DJ1907:                Primary Azimuth Mark                     Grid Az
 DJ1907:SPC MS E     -  HANG RESET                               177 10 33.4
 DJ1907:UTM  16      -  HANG RESET                               178 11 38.2
 DJ1907
 DJ1907|---------------------------------------------------------------------|
 DJ1907| PID    Reference Object                     Distance      Geod. Az  |
 DJ1907|                                                           dddmmss.s |
 DJ1907| DJ1908 HANG RESET                          APPROX. 9.7 KM 1772036.5 |
 DJ1907| CF9521 DARRACOTT RM 1                       30.859 METERS 19443     |
 DJ1907| CF9522 DARRACOTT RM 3                       14.860 METERS 25340     |
 DJ1907| DJ1906 W 5 21 USE 1949                      32.498 METERS 30302     |
 DJ1907| DJ1905 N 2 51 USE 1949                     426.794 METERS 3474311.8 |
 DJ1907|---------------------------------------------------------------------|
 DJ1907
 DJ1907                          SUPERSEDED SURVEY CONTROL
 DJ1907
 DJ1907  NAD 83(1993)-  33 43 25.78244(N)    088 31 53.79212(W) AD(       ) 2
 DJ1907  NAD 83(1986)-  33 43 25.78487(N)    088 31 53.79260(W) AD(       ) 2
 DJ1907  NAD 27      -  33 43 25.36700(N)    088 31 53.63600(W) AD(       ) 2
 DJ1907  NGVD 29 (07/19/86)   90.85   (m)          298.1    (f) LEVELING    3  
 DJ1907
 DJ1907.Superseded values are not recommended for survey control.
 DJ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1907.See file dsdata.txt to determine how the superseded data were derived.
 DJ1907
 DJ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5809732588(NAD 83)
 DJ1907_MARKER: DS = TRIANGULATION STATION DISK
 DJ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1907
 DJ1907  HISTORY     - Date     Condition        Report By
 DJ1907  HISTORY     - 1949     MONUMENTED       CGS
 DJ1907  HISTORY     - 1963     GOOD             CGS
 DJ1907  HISTORY     - 1963     GOOD             MSHD
 DJ1907  HISTORY     - 1975     POOR             MSSU
 DJ1907  HISTORY     - 1975     GOOD             NGS
 DJ1907
 DJ1907                          STATION DESCRIPTION
 DJ1907
 DJ1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1907'THE STATION IS LOCATED 7 MILES SOUTH OF ABERDEEN, 130 FEET
 DJ1907'SOUTHEAST OF THE CENTER OF A CROSSROAD, 36 FEET SOUTH OF THE
 DJ1907'CENTERLINE OF AN EAST-WEST GRAVELED ROAD, AND 9 FEET NORTHWEST OF
 DJ1907'A WITNESS POST.
 DJ1907'
 DJ1907'TO REACH THE STATION FROM THE TRAFFIC SIGNAL NEAR THE CENTER OF THE
 DJ1907'BUSINESS DISTRICT OF ABERDEEN, GO SOUTHERLY FOR 7.7 MILES TO N 2-51
 DJ1907'(USE) ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTHERLY FOR 0.3 MILE
 DJ1907'TO THE STATION AS DESCRIBED.
 DJ1907'
 DJ1907'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DJ1907'DARRACOTT 1949.
 DJ1907'
 DJ1907'REFERENCE MARK NO. 1 IS 116 FEET EAST OF THE CENTERLINE OF A
 DJ1907'NORTH-SOUTH GRAVELED ROAD, AND 68 FEET SOUTHEAST OF THE SOUTHEAST
 DJ1907'CORNER OF AN IMPLEMENT SHED.  IT PROJECTS 3 INCHES, AND THE DISK
 DJ1907'IS STAMPED DARRACOTT NO 1 1949.
 DJ1907'
 DJ1907'W 5-21 (USE) IS 43 FEET NORTHEAST OF THE CENTER OF THE CROSSROAD.
 DJ1907'IT IS A STANDARD USE TRIANGULATION DISK STAMPED W 5-21 SET
 DJ1907'IN THE CENTER OF A 5-1/2 INCH SQUARE CONCRETE POST THAT PROJECTS
 DJ1907'2 INCHES.  THE DISTANCE FROM THE STATION IS THE RESULT OF A
 DJ1907'SECOND ORDER TRAVERSE.
 DJ1907'
 DJ1907'N 2-51 (USE) (AZIMUTH MARK) IS 19 FEET WEST OF THE CENTERLINE
 DJ1907'OF A NORTH-SOUTH GRAVELED ROAD, 2-1/2 FEET SOUTHEAST OF A WITNESS
 DJ1907'POST, AND 2 FEET EAST OF A WIRE FENCE.  IT IS A STANDARD USE
 DJ1907'TRIANGULATION DISK STAMPED TRAV. STA. N 2-51 1937 SET IN THE
 DJ1907'CENTER OF A 5-1/2 BY 6 INCH CONCRETE POST THAT PROJECTS 8 INCHES.
 DJ1907'THE DISTANCE FROM THE STATION WAS DETERMINED BY A SHORT BASE
 DJ1907'AND A SINGLE TRIANGLE.
 DJ1907'
 DJ1907'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET IN
 DJ1907'THE TOPS OF CONCRETE CYLINDERS.
 DJ1907'
 DJ1907'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1907
 DJ1907                          STATION RECOVERY (1963)
 DJ1907
 DJ1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1907'THE STATION WAS VISITED 4-4-63 AND THE STATION AND REFERENCE MARK NO.
 DJ1907'1 WERE FOUND IN GOOD CONDITION.  W-5-21 (USE) WAS USED AS A
 DJ1907'REFERENCE MARK AND WAS FOUND DESTROYED AT THIS DATE.  THE DISK WAS
 DJ1907'RECLAIMED.  N-2-51 (USE) WHICH SERVED AS THE AZIMUTH MARK WAS
 DJ1907'DESTROYED WHEN THE ROAD WAS WIDENED.  REFERENCE MARK NO. 3 WAS
 DJ1907'ESTABLISHED AT THIS DATE.  NO AZIMUTH MARK COULD BE ESTABLISHED AT
 DJ1907'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 DJ1907'
 DJ1907'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF ABERDEEN IN THE
 DJ1907'SOUTHEAST ANGLE OF A CROSSROADS, WITH AN OLD STORE AND A FARM HOUSE
 DJ1907'IN THE NORTHWEST, 130 FEET SOUTH EAST OF THE INTERSECTION OF THE
 DJ1907'CENTERLINE OF THE TWO ROADS, 127 FEET EAST OF THE CENTERLINE OF
 DJ1907'THE NORTH-SOUTH ROAD, 37 FEET SOUTH OF THE CENTERLINE OF THE
 DJ1907'EAST-WEST ROAD, 153 FEET EAST OF A POWER POLE IN THE
 DJ1907'SOUTHWEST ANGLE OF THE CROSSROADS, AND 1 FOOT SOUTH OF A
 DJ1907'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED DARRACOTT
 DJ1907'1949, PROJECTING 4 INCHES.
 DJ1907'
 DJ1907'REFERENCE MARK NO. 1 IS 101.24 FEET SOUTH OF THE STATION, 116
 DJ1907'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 148 FEET SOUTH
 DJ1907'OF THE CENTERLINE OF THE EAST-WEST ROAD, AND 9 FEET EAST OF A DIM
 DJ1907'WOODS ROAD.  IT IS A STANDARD DISK, STAMPED DARRACOTT NO. 1 1949,
 DJ1907'PROJECTING 6 INCHES.
 DJ1907'
 DJ1907'REFERENCE MARK NO. 3 IS 48.72 FEET WEST-SOUTHWEST OF THE STATION,
 DJ1907'51 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 81 FEET EAST
 DJ1907'OF THE CENTER OF THE NORTH-SOUTH ROAD, 120 FEET SOUTHEAST OF THE
 DJ1907'SOUTHEAST CORNER OF THE OLD STORE, 98 FEET SOUTHEAST OF THE
 DJ1907'INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 106 FEET EAST
 DJ1907'OF A POWER POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 DJ1907'IS A STANDARD DISK, STAMPED DARRACOTT NO 3 1949, PROJECTING 6
 DJ1907'INCHES.
 DJ1907'
 DJ1907'TO REACH THE STATION FROM THE COURTHOUSE IN ABERDEEN GO EAST ON
 DJ1907'U.S. HIGHWAY 45 FOR 1 BLOCK, TURN RIGHT AND GO SOUTH FOR 8.0
 DJ1907'MILE TO A CROSSROADS AND THE STATION IN THE SOUTHEAST ANGLE.
 DJ1907
 DJ1907                          STATION RECOVERY (1963)
 DJ1907
 DJ1907'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1907'THE STATION WAS VISITED 1-24-63 AND THE STATION AND R.M. 1
 DJ1907'WERE FOUND IN GOOD CONDITION.  R.M. 2 (W 5-21) AND AZIMUTH MARK HAD
 DJ1907'BEEN DESTROYED BY ROAD CONSTRUCTION.
 DJ1907'
 DJ1907'WITH THESE EXCEPTIONS THE 1949 DESCRIPTION IS ADEQUATE.
 DJ1907'
 DJ1907'A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE STATION.
 DJ1907
 DJ1907                          STATION RECOVERY (1975)
 DJ1907
 DJ1907'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1975 (DF)
 DJ1907'DARRACOTT 1949 DAMAGED BY PIPELINE CONSTRUCTION POST TILTED + OR - 20
 DJ1907'DEG.
 DJ1907'
 DJ1907'DARRACOTT NO 1 1949 RECOVERED GOOD.
 DJ1907'
 DJ1907'DARRACOTT NO 3 1949 REOCOVERED GOOD.
 DJ1907'(AZ MK) PREVIOUSLY REPORTED DESTROYED.
 DJ1907'
 DJ1907'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 DJ1907'ABERDEEN.
 DJ1907
 DJ1907                          STATION RECOVERY (1975)
 DJ1907
 DJ1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DJ1907'THE STATION WAS VISITED 5-22-75 AND THE STATION MARK, REFERENCE MARK
 DJ1907'NO 1, AND REFERENCE MARK NO 3 WERE RECOVERED IN GOOD CONDITION.  THE
 DJ1907'AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED.  A NEW DESCRIPTION
 DJ1907'FOLLOWS--
 DJ1907'
 DJ1907'TO REACH FROM THE POST OFFICE AND FREDIAL BUILDING IN ABERDEEN, GO
 DJ1907'EAST ON U.S. HIGHWAY 45 FOR 0.1 MILE TO JUNCTION OF MERIDIAN
 DJ1907'STREET.  TURN RIGHT AND GO SOUTH ON MERIDIAN STREET FOR 0.7 MILE TO
 DJ1907'THE JUNCTION OF STATE HIGHWAY 25, CONTINUE STRAIGHT AHEAD SOUTH ON
 DJ1907'A PAVED ROAD FOR 6.95 MILES TO A CROSSROAD AND THE STATION IS IN
 DJ1907'THE SOUTHEAST ANGLE AS DESCRIBED.
 DJ1907'
 DJ1907'THE STATION IS LOCATED 8 MILES SOUTH OF ABERDEEN, IN THE SOUTHEAST
 DJ1907'ANGLE OF A CROSSROAD IN A FENCED LOT AROUND AN OIL STORAGE AREA,
 DJ1907'127 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 37 FEET SOUTH
 DJ1907'OF THE EAST-WEST ROAD, 42 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 DJ1907'FENCE CORNER, 21.5 FEET WEST-SOUTHWEST OF THE NORTHEAST FENCE
 DJ1907'CORNER, 14 FEET SOUTH OF THE NORTH FENCE AND 1 FOOT
 DJ1907'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 DJ1907'STANDARD TRIANGULATION STATION DISK STAMPED DARRACOTT 1949 SET IN
 DJ1907'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DJ1907'GROUND.
 DJ1907'
 DJ1907'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DJ1907'DARRACOTT NO 1 1949 SET IN THE TOP OF A ROUND CONCRETE POST
 DJ1907'PROJECTING 3 INCHES.  IT IS IN A WOODED AREA, 116 FEET EAST OF THE
 DJ1907'CENTER OF THE NORTH-SOUTH ROAD, 63.5 FEET SOUTH OF THE SOUTHWEST
 DJ1907'FENCE CORNER, 4 FEET EAST OF THE PROJECTED LINE TO THE WEST FENCE
 DJ1907'AND 1.3 FEET WEST OF A METAL WITNESS POST AND SIGN.
 DJ1907'
 DJ1907'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DJ1907'DARRACOTT NO 3 1949, SET IN THE TOP OF A ROUND CONCRETE POST
 DJ1907'PROJECTING 2 INCHES.  IT IS 81 FEET EAST OF THE CENTER OF THE
 DJ1907'NORTH-SOUTH ROAD, 61 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 DJ1907'ROAD, 39.5 FEET SOUTHWEST OF THE NORTHWEST FENCE CORNER, 31 FEET
 DJ1907'NORTHWEST OF THE SOUTHWEST FENCE CORNER AND 1.3 FEET EAST OF A
 DJ1907'METAL WITNESS POST AND SIGN.
 DJ1907'
 DJ1907'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 3 IS
 DJ1907'86.813 FEET, 26.462 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8576 ***********************************************************************
 DJ8576  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8576  DESIGNATION -  DARRELL
 DJ8576  PID         -  DJ8576
 DJ8576  STATE/COUNTY-  MS/SUNFLOWER
 DJ8576  USGS QUAD   -  RULEVILLE (1966)
 DJ8576
 DJ8576                         *CURRENT SURVEY CONTROL
 DJ8576  ___________________________________________________________________
 DJ8576* NAD 83(2007)-  33 41 04.70532(N)    090 32 17.92188(W)     ADJUSTED  
 DJ8576* NAVD 88     -        39.56   (meters)     129.8    (feet)  GPS OBS   
 DJ8576  ___________________________________________________________________
 DJ8576  EPOCH DATE  -        2002.00
 DJ8576  X           -     -49,914.199 (meters)                     COMP
 DJ8576  Y           -  -5,312,515.289 (meters)                     COMP
 DJ8576  Z           -   3,517,400.871 (meters)                     COMP
 DJ8576  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DJ8576  ELLIP HEIGHT-          13.251 (meters)          (02/15/08) ADJUSTED
 DJ8576  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DJ8576  HORZ ORDER  -  B
 DJ8576  ELLP ORDER  -  FOURTH    CLASS II
 DJ8576
 DJ8576.The horizontal coordinates were established by GPS observations
 DJ8576.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8576
 DJ8576.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8576.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8576.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8576.The epoch date for horizontal control is a decimal equivalence
 DJ8576.of Year/Month/Day.
 DJ8576
 DJ8576.The orthometric height was determined by GPS observations and a
 DJ8576.high-resolution geoid model.
 DJ8576.The orthometric height was determined by GPS observations and a
 DJ8576.high-resolution geoid model using precise GPS observation and
 DJ8576.processing techniques.
 DJ8576
 DJ8576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8576
 DJ8576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8576
 DJ8576.The ellipsoidal height was determined by GPS observations
 DJ8576.and is referenced to NAD 83.
 DJ8576
 DJ8576.The geoid height was determined by GEOID03.
 DJ8576
 DJ8576;                    North         East     Units Scale Factor Converg.
 DJ8576;SPC MS W     -   463,988.276   680,994.366   MT  0.99995445   -0 06 49.3
 DJ8576;SPC MS W     - 1,522,268.20  2,234,229.02   sFT  0.99995445   -0 06 49.3
 DJ8576;UTM  15      - 3,729,910.273   728,195.446   MT  1.00024201   +1 21 57.2
 DJ8576
 DJ8576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8576!SPC MS W     -   0.99999792  x   0.99995445  =   0.99995237
 DJ8576!UTM  15      -   0.99999792  x   1.00024201  =   1.00023993
 DJ8576
 DJ8576                          SUPERSEDED SURVEY CONTROL
 DJ8576
 DJ8576.No superseded survey control is available for this station.
 DJ8576
 DJ8576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2819529910(NAD 83)
 DJ8576_MARKER: DD = SURVEY DISK
 DJ8576_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ8576_SP_SET: BRASS CAP SET FLUSH WITH CONCRET
 DJ8576_STAMPING: DARRELL
 DJ8576_MARK LOGO: USACE 
 DJ8576_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8576+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 DJ8576
 DJ8576  HISTORY     - Date     Condition        Report By
 DJ8576  HISTORY     - 20060909 MONUMENTED       USACE
 DJ8576
 DJ8576                          STATION DESCRIPTION
 DJ8576
 DJ8576'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2006
 DJ8576'BM DARRELL IS A BRASS CAP SET FLUSH WITH CONCRETE IN NEW SOUTH EAST
 DJ8576'BRIDGE ABUTMENT LOCATED ABOUT 600' SOUTH OF COTTENDALE MS. ALONG
 DJ8576'HIGHWAY 49 W. TO REACH STATION FROM INTERSECTION OF US HWY 49W AND US
 DJ8576'HWY 8 AT RULEVILLE, MS., PROCEED 3.4 MILES SOUTH TO STATION ON LEFT
 DJ8576'SIDE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2318 ***********************************************************************
 BW2318  DESIGNATION -  DAVIS
 BW2318  PID         -  BW2318
 BW2318  STATE/COUNTY-  MS/AMITE
 BW2318  USGS QUAD   -  STREET (1988)
 BW2318
 BW2318                         *CURRENT SURVEY CONTROL
 BW2318  ___________________________________________________________________
 BW2318* NAD 83(1993)-  31 03 11.19865(N)    090 50 03.78198(W)     ADJUSTED  
 BW2318* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BW2318  ___________________________________________________________________
 BW2318  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BW2318  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BW2318  HORZ ORDER  -  THIRD
 BW2318
 BW2318.The horizontal coordinates were established by classical geodetic methods
 BW2318.and adjusted by the National Geodetic Survey in May 1994.
 BW2318
 BW2318.The orthometric height was scaled from a topographic map.
 BW2318
 BW2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2318
 BW2318.The geoid height was determined by GEOID03.
 BW2318
 BW2318;                    North         East     Units Scale Factor Converg.
 BW2318;SPC MS W     -   172,272.689   652,176.182   MT  0.99997820   -0 15 30.5
 BW2318;SPC MS W     -   565,197.98  2,139,681.36   sFT  0.99997820   -0 15 30.5
 BW2318;SPC LA S     -   283,117.291 1,047,629.703   MT  1.00009417   +0 14 58.1
 BW2318;SPC LA S     -   928,860.65  3,437,098.45   sFT  1.00009417   +0 14 58.1
 BW2318;UTM  15      - 3,437,503.099   706,651.361   MT  1.00012679   +1 07 03.0
 BW2318
 BW2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2318!SPC MS W     -   0.99998680  x   0.99997820  =   0.99996500
 BW2318!SPC LA S     -   0.99998680  x   1.00009417  =   1.00008097
 BW2318!UTM  15      -   0.99998680  x   1.00012679  =   1.00011359
 BW2318
 BW2318:                Primary Azimuth Mark                     Grid Az
 BW2318:SPC MS W     -  JENKINS                                  036 57 18.1
 BW2318:SPC LA S     -  JENKINS                                  036 26 49.5
 BW2318:UTM  15      -  JENKINS                                  035 34 44.6
 BW2318
 BW2318|---------------------------------------------------------------------|
 BW2318| PID    Reference Object                     Distance      Geod. Az  |
 BW2318|                                                           dddmmss.s |
 BW2318| BW2311 JENKINS                             APPROX.10.7 KM 0364147.6 |
 BW2318| CY4216 DAVIS RM 1                           26.587 METERS 04539     |
 BW2318| CY4215 DAVIS AZ MK                                        2462531.3 |
 BW2318| CY4217 DAVIS RM 2                           24.475 METERS 29749     |
 BW2318|---------------------------------------------------------------------|
 BW2318
 BW2318                          SUPERSEDED SURVEY CONTROL
 BW2318
 BW2318  NAD 83(1993)-  31 03 11.20884(N)    090 50 03.78461(W) AD(       ) 3
 BW2318  NAD 83(1986)-  31 03 11.21526(N)    090 50 03.77734(W) AD(       ) 3
 BW2318  NAD 27      -  31 03 10.58100(N)    090 50 03.40600(W) AD(       ) 3
 BW2318
 BW2318.Superseded values are not recommended for survey control.
 BW2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2318.See file dsdata.txt to determine how the superseded data were derived.
 BW2318
 BW2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0665137503(NAD 83)
 BW2318_MARKER: DS = TRIANGULATION STATION DISK
 BW2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2318+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2008
 BW2318
 BW2318  HISTORY     - Date     Condition        Report By
 BW2318  HISTORY     - 1949     MONUMENTED       CGS
 BW2318  HISTORY     - 1955     GOOD             CGS
 BW2318  HISTORY     - 1959     GOOD             USGS
 BW2318  HISTORY     - 1963     GOOD             LOCSUR
 BW2318  HISTORY     - 1969     GOOD             MSHD
 BW2318  HISTORY     - 20080318 GOOD             GEOCAC
 BW2318
 BW2318                          STATION DESCRIPTION
 BW2318
 BW2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2318'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF
 BW2318'LIBERTY, ON LAND OWNED BY MRS. J.W. POWELL, 44 FEET SOUTH
 BW2318'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 23.6 FEET
 BW2318'SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH PINE TREE AND 5
 BW2318'FEET NORTHWEST OF A WITNESS POST.
 BW2318'
 BW2318'TO REACH THE STATION FROM THE LIBERTY DRUG COMPANY BUILDING
 BW2318'IN LIBERTY, GO SOUTHERLY ON A GRAVELED ROAD FOR 0.4 MILE
 BW2318'TO A ROAD FORK IMMEDIATELY BEYOND A WOODEN BRIDGE, TURN
 BW2318'RIGHT, SOUTHERLY, AND FOLLOW THE MAIN GRAVEL ROAD FOR 6.8
 BW2318'MILES TO A CROSS ROAD, TURN RIGHT, WESTERLY, AND GO ON
 BW2318'THE MAIN GRAVELED ROAD FOR 2.1 MILES TO THE STATION ON THE
 BW2318'LEFT AS DESCRIBED.
 BW2318'
 BW2318'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY
 BW2318'ON THE MAIN GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 BW2318'THE RIGHT.
 BW2318'
 BW2318'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BW2318'DAVIS 1949.
 BW2318'
 BW2318'REFERENCE MARK NO. 1 IS 23 FEET SOUTH OF THE APPROXIMATE
 BW2318'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES,
 BW2318'AND THE DISK IS STAMPED DAVIS NO 1 1949.
 BW2318'
 BW2318'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE APPROXIMATE
 BW2318'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES,
 BW2318'AND THE DISK IS STAMPED DAVIS NO 2 1949.
 BW2318'
 BW2318'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 20 FEET NORTH
 BW2318'OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, AND 5
 BW2318'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 BW2318'AND THE DISK IS STAMPED DAVIS 1949.
 BW2318'
 BW2318'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2318'SQUARE CONCRETE POSTS.
 BW2318'
 BW2318'90 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATIONS
 BW2318'JENKINS AND TICKFAW.
 BW2318'
 BW2318'90 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BW2318'HURST.
 BW2318'
 BW2318'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2318
 BW2318                          STATION RECOVERY (1955)
 BW2318
 BW2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2318'THE STATION WAS VISITED 6-11-55 AND ALL MARKS WERE FOUND
 BW2318'IN GOOD CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2318
 BW2318                          STATION RECOVERY (1959)
 BW2318
 BW2318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2318'STATION RECOVERED IN GOOD CONDITION.
 BW2318'
 BW2318'TO REACH GO ABOUT 7.0 MILES S AND 1.5 MILES W OF LIBERTY,
 BW2318'T1N, R4E NEAR W EDGE OF, NW 1/4 OF SECTION 17.  337 FEET
 BW2318'NE ALONG GRADED ROAD FROM E EDGE OF 100 FEET CLEARED RIGHT-OF-WAY
 BW2318'OF POWERLINE, 45 FEET SE AND NORMAL TO ROAD IN A CONCRETE
 BW2318'POST A STANDARD DISK STAMPED DAVIS 1949.
 BW2318
 BW2318                          STATION RECOVERY (1963)
 BW2318
 BW2318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963 (CAW)
 BW2318'STATION RECOVERED BY SMITH AND SANDERS, INC.
 BW2318'
 BW2318'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BW2318'THE AZIMUTH MARK WAS NOT FOUND, BELIEVED DESTROYED BY ROAD
 BW2318'CONSTRUCTION.
 BW2318
 BW2318                          STATION RECOVERY (1969)
 BW2318
 BW2318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2318'THE STATION WAS VISITED 7-7-69 AND THE STATION MARK, REFERENCE
 BW2318'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2318'CONDITION.
 BW2318'
 BW2318'THE STATION IS LOCATED 7.4 MILES SOUTH SOUTHWEST OF LIBERTY
 BW2318'AND 10.7 MILES NORTHWEST OF GILLSBURG, IN THE NORTHWEST
 BW2318'1/4 OF SECTION 17, T 1N, R 4E AND ON PROPERTY OWNED BY MRS.
 BW2318'J.W. POWELL.  IT IS 45 FEET SOUTHEAST OF THE CENTER OF A
 BW2318'GRAVELED ROAD, 23 FEET NORTHEAST OF A 10 INCH PINE, 14 FEET
 BW2318'NORTHWEST OF A 10 INCH PINE, 21.5 FEET SOUTHWEST OF A 9
 BW2318'INCH PINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BW2318'
 BW2318'IT IS A C AND GS TRIANGULATION DISK, STAMPED DAVIS 1949
 BW2318'PROJECTING 6 INCHES.
 BW2318'
 BW2318'REFERENCE MARK NO. 1 IS 87.23 FEET NORTHEAST OF THE STATION.
 BW2318'IT IS 22 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 BW2318'1 FOOT SOUTHEAST OF A METAL WITNESS POST AND 10 FEET SOUTHEAST
 BW2318'OF THE EDGE OF A 4 FOOT BANK.  IT IS A C AND GS REFERENCE
 BW2318'MARK DISK, STAMPED DAVIS NO 1 1949 PROJECTING 4 INCHES.
 BW2318'
 BW2318'REFERENCE MARK NO. 2 IS 80.30 FEET WEST NORTHWEST OF THE
 BW2318'STATION.  IT IS 24 FEET NORTH OF THE CENTER OF A GRAVELED
 BW2318'ROAD, 10 FEET NORTH OF THE EDGE OF A 5 FOOT BANK AND 1 FOOT
 BW2318'NORTHEAST OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2318'MARK DISK STAMPED DAVIS NO 2 1949 PROJECTING 6 INCHES.
 BW2318'
 BW2318'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 135.41
 BW2318'FEET.
 BW2318'
 BW2318'THE AZIMUTH MARK IS 0.2 MILE WEST SOUTHWEST OF THE STATION.
 BW2318'IT IS 20 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 BW2318'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  (NOTE) THE
 BW2318'STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A C AND GS
 BW2318'AZIMUTH MARK DISK, STAMPED DAVIS 1949 PROJECTING 4 INCHES.
 BW2318'
 BW2318'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN
 BW2318'LIBERTY GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO A TRAFFIC
 BW2318'LIGHT.  TURN RIGHT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD
 BW2318'FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 BW2318'SOUTH ON A BLACKTOP ROAD FOR 6.8 MILES TO A CROSSROADS.  TURN
 BW2318'RIGHT (WEST) AND CONTINUE ON A GRAVELED ROAD FOR 2.1 MILES
 BW2318'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE
 BW2318'WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 BW2318'RIGHT JUST BEYOND A SIDE ROAD RIGHT.
 BW2318'
 BW2318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.4 MILES
 BW2318'SOUTH SOUTHWEST OF LIBERTY
 BW2318
 BW2318                          STATION RECOVERY (2008)
 BW2318
 BW2318'RECOVERY NOTE BY GEOCACHING 2008 (ARH)
 BW2318'RECOVERED IN GOOD CONDITION AS WELL AS BOTH REFERENCE MARKS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1460 ***********************************************************************
 BV1460  DESIGNATION -  DAVIS
 BV1460  PID         -  BV1460
 BV1460  STATE/COUNTY-  MS/GREENE
 BV1460  USGS QUAD   -  BROWN TOWN (1982)
 BV1460
 BV1460                         *CURRENT SURVEY CONTROL
 BV1460  ___________________________________________________________________
 BV1460* NAD 83(1993)-  31 00 14.49161(N)    088 26 45.77608(W)     ADJUSTED  
 BV1460* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 BV1460  ___________________________________________________________________
 BV1460  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BV1460  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BV1460  HORZ ORDER  -  FIRST
 BV1460
 BV1460.The horizontal coordinates were established by classical geodetic methods
 BV1460.and adjusted by the National Geodetic Survey in May 1994.
 BV1460
 BV1460.The orthometric height was scaled from a topographic map.
 BV1460
 BV1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1460
 BV1460.The geoid height was determined by GEOID03.
 BV1460
 BV1460;                    North         East     Units Scale Factor Converg.
 BV1460;SPC MS E     -   166,787.395   336,984.043   MT  0.99996687   +0 11 58.2
 BV1460;SPC MS E     -   547,201.65  1,105,588.48   sFT  0.99996687   +0 11 58.2
 BV1460;SPC AL W     -   111,684.019   509,656.174   MT  1.00003398   -0 29 14.4
 BV1460;UTM  16      - 3,430,945.511   361,950.275   MT  0.99983508   -0 44 41.9
 BV1460
 BV1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1460!SPC MS E     -   0.99999266  x   0.99996687  =   0.99995953
 BV1460!SPC AL W     -   0.99999266  x   1.00003398  =   1.00002664
 BV1460!UTM  16      -   0.99999266  x   0.99983508  =   0.99982774
 BV1460
 BV1460|---------------------------------------------------------------------|
 BV1460| PID    Reference Object                     Distance      Geod. Az  |
 BV1460|                                                           dddmmss.s |
 BV1460| CF9527 DAVIS RM 1                           40.827 METERS 10316     |
 BV1460| BH2046 GARRISON FIRE TOWER                 APPROX.11.5 KM 1183927.0 |
 BV1460| BV1458 DAVIS 2                              17.824 METERS 12152     |
 BV1460| BH2057 WILMER                              APPROX.20.1 KM 1645115.1 |
 BV1460| CF9528 DAVIS RM 2                           39.498 METERS 17401     |
 BV1460| CF9534 DAVIS 2 AZ MK                                      1792127.8 |
 BV1460| CF9526 DAVIS AZ MK                                        1860413.3 |
 BV1460|---------------------------------------------------------------------|
 BV1460
 BV1460                          SUPERSEDED SURVEY CONTROL
 BV1460
 BV1460  NAD 83(1993)-  31 00 14.49398(N)    088 26 45.77408(W) AD(       ) 1
 BV1460  NAD 83(1986)-  31 00 14.50686(N)    088 26 45.77859(W) AD(       ) 1
 BV1460  NAD 27      -  31 00 13.84200(N)    088 26 45.72300(W) AD(       ) 1
 BV1460
 BV1460.Superseded values are not recommended for survey control.
 BV1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1460.See file dsdata.txt to determine how the superseded data were derived.
 BV1460
 BV1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6195030946(NAD 83)
 BV1460_MARKER: DS = TRIANGULATION STATION DISK
 BV1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1460
 BV1460  HISTORY     - Date     Condition        Report By
 BV1460  HISTORY     - 1942     MONUMENTED       CGS
 BV1460  HISTORY     - 1943     GOOD             CGS
 BV1460  HISTORY     - 1956     GOOD             LOCSUR
 BV1460  HISTORY     - 1956     GOOD             CGS
 BV1460  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BV1460
 BV1460                          STATION DESCRIPTION
 BV1460
 BV1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV1460'STATION IS LOCATED ABOUT 10 MILES ENE OF LUCEDALE, MISS., AND ABOUT
 BV1460'12.5 MILES NNW OF WILMER, ALA., IN THE SW 1/4 OF SEC. 36, T.1 N, R.5
 BV1460'W, ON THE PROPERTY LINE BETWEEN QUITMAN DAVIS AND THE PERRY DAVIS
 BV1460'PROPERTIES. STATION MARK IS SET IN THE PROJECTION AND E END OF AN
 BV1460'E-W FENCE LINE, ACROSS A N-S ROAD ABOUT 80 YARDS WNW OF A SMALL
 BV1460'WHITE HOUSE. IT IS 30 FEET W OF THE CENTER LINE OF THE ROAD, 14
 BV1460'FEET W OF THE W RIGHT-OF-WAY FENCE LINE AND 2 FEET S OF A WHITE
 BV1460'REFERENCE POST. MARK IS STAMPED DAVIS 1942 AND PROJECTS 10
 BV1460'INCHES.
 BV1460'
 BV1460'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BV1460'DISKS SET IN CONCRETE.
 BV1460'
 BV1460'REFERENCE MARK NO.1 IS SET IN GARDEN FENCE LINE 133.95 FEET E OF
 BV1460'STATION, ABOUT 30 YARDS NW OF THE SMALL WHITE HOUSE AND 88 FEET E
 BV1460'OF A FENCE CORNER. IT IS STAMPED DAVIS NO.1 1942 AND PROJECTS
 BV1460'6 INCHES.
 BV1460'
 BV1460'REFERENCE MARK NO.2 IS SET IN W RIGHT-OF-WAY FENCE LINE 129.59
 BV1460'FEET S OF STATION, AND 15 FEET W OF THE CENTER LINE OF THE N-S
 BV1460'DIRT ROAD. IT IS STAMPED DAVIS NO. 2 1942 AND PROJECTS 8 INCHES.
 BV1460'
 BV1460'THE AZIMUTH MARK IS 0.6 MILE SSW OF STATION ON LAND OWNED BY H.A.
 BV1460'HULETT. IT IS 45 FEET N OF THE CHIMNEY ON N SIDE OF THE HULETT
 BV1460'HOUSE, 22 FEET E OF THE E POST OF GATE INTO CULTIVATED FIELD, 1-1/2
 BV1460'FEET E OF WHITE REFERENCE POST AND 1 FOOT S OF E-W FENCE. IT IS
 BV1460'STAMPED DAVIS 1942 AND PROJECTS 6 INCHES. TO REACH THE AZIMUTH
 BV1460'FROM STATION GO S ON N-S DIRT ROAD FOR 0.4 MILE TO A WOODS LANE
 BV1460'RIGHT, W, FOLLOW LANE W AND S FOR 0.2 MILE TO THE HULETT HOUSE
 BV1460'ON THE LEFT AND AZIMUTH ON THE RIGHT.
 BV1460'
 BV1460'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO W ON
 BV1460'STATE HIGHWAY 15 FOR 4.5 MILES TO CROSSROADS (MOFFETS CAFE IN SE
 BV1460'ANGLE), CONTINUE 0.5 MILE TO A T-ROAD LEFT, TURN LEFT AND FOLLOW
 BV1460'MAIN-TRAVELED ROAD FOR 3.8 MILES TO A BRIDGE, CONTINUE STRAIGHT
 BV1460'AHEAD FOR 3.7 MILES TO CROSSROADS, THEN CONTINUE AHEAD FOR 1.3
 BV1460'MILES TO A SMALL WHITE HOUSE ON THE RIGHT AND STATION ON THE
 BV1460'LEFT, W, SIDE OF ROAD.
 BV1460'
 BV1460'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1460
 BV1460                          STATION RECOVERY (1943)
 BV1460
 BV1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1460'STATION WAS RECOVERED AS DESCRIBED BY R.A. EARLE IN 1942. THE
 BV1460'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS.
 BV1460'ALL
 BV1460'DISTANCES WERE CHECKED AND FOUND CORRECT. THE ORIGINAL DESCRIPTION
 BV1460'IS CORRECT AND CONSIDERED ADEQUATE.
 BV1460
 BV1460                          STATION RECOVERY (1956)
 BV1460
 BV1460'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (SAM)
 BV1460'LETTER OF MR. SIDNEY A. MEEKS, 1442 LEE STREET, LAUREL, MISS.
 BV1460'DATED JULY 4, 1956--
 BV1460'
 BV1460'ALL MARKS IN GOOD CONDITION EXCEPT REFERENCE MARK 1 BELIEVED TO
 BV1460'HAVE BEEN DESTROYED.
 BV1460
 BV1460                          STATION RECOVERY (1956)
 BV1460
 BV1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1460'THE STATION WAS VISITED ON OCTOBER 19, 1956, AND ALL MARKS WERE FOUND
 BV1460'IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1460'
 BV1460'THE STATION IS LOCATED 10 MI. E-NE OF LUCEDALE, 12 MI. SE OF
 BV1460'LEAKSVILLE, ON PROPERTY OWNED BY PERRY DAVIS, ABOUT 0.4 MI. N OF THE
 BV1460'GREENE-GEORGE COUNTY LINE, IN THE SW QUARTER SECTION OF SECTION 36,
 BV1460'T 1 N, R 5 W, ABOUT 80 YD. NW OF A SMALL WHITE HOUSE OWNED BY MISS
 BV1460'SARA BAXTER, IN THE SE CORNER OF A CULTVIATED FIELD, 26 FT. W OF
 BV1460'THE CENTER OF A N-S DIRT ROAD, 1 FT. N OF AN E-W FENCE LINE, 21 FT.
 BV1460'S OF A POWER POLE WITH A TRANSFORMER, AND 9 FT. W OF A FENCE
 BV1460'CORNER. IT IS A STANDARD DISK, STAMPED DAVIS 1942 AND PROJECTING
 BV1460'6 IN.
 BV1460'
 BV1460'REFERENCE MARK 1 IS 133.95 FT. E OF THE STATION, ON PROPERTY OWNED
 BV1460'BY SARA BAXTER, 107 FT. E OF THE CENTER OF THE DIRT ROAD, 31 FT. NE
 BV1460'OF A POWER POLE SUPPORTING THE WIRES LEADING TO THE BAXTER HOUSE,
 BV1460'69 FT. NW OF THE NW CORNER OF THE BAXTER HOUSE, AND IN AN E-W
 BV1460'FENCE LINE. IT IS A STANDARD DISK, STAMPED DAVIS NO 1 1942 AND
 BV1460'FLUSH WITH THE GROUND.
 BV1460'
 BV1460'REFERENCE MARK 2 IS 129.59 FT. S OF THE STATION, ON THE RIGHT-OF-WAY
 BV1460'OF THE DIRT ROAD, 16 FT. W OF THE CENTER OF THE ROAD, 127 FT.
 BV1460'S OF THE FENCE CORNER, 46 FT. S OF THE PROJECTED PLANE OF THE S
 BV1460'SIDE OF THE BAXTER HOUSE, 37 FT. W-SW OF A FENCE CORNER E OF THE
 BV1460'ROAD, AND 2 FT. E OF A FENCE LINE. IT IS A STANDARD DISK, STAMPED
 BV1460'DAVIS NO 2 1942 AND PROJECTING 8 IN.
 BV1460'
 BV1460'THE AZIMUTH MARK IS 0.5 MI. S-SW OF THE STATION, ON LAND OWNED BY
 BV1460'H.A. HULETT, 49 FT. N OF THE CHIMNEY OF THE HULETT HOUSE, 22 FT.
 BV1460'E OF THE E POST OF A GATE LEADING TO THE CULTIVATED FIELD, AND
 BV1460'ABOUT 75 FT. W OF A 2-FT. PECAN TREE. IT IS A STANDARD DISK,
 BV1460'STAMPED DAVIS 1942 AND PROJECTING 6 IN.
 BV1460'
 BV1460'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKSVILLE, GO S ON
 BV1460'STATE HIGHWAY 63 FOR 5.4 MI. TO THE JUNCTION WITH STATE HIGHWAY
 BV1460'594, TURN LEFT ON STATE HIGHWAY 594 AND GO E FOR 0.6 MI. TO A SIDE
 BV1460'ROAD RIGHT WITH A GULF FILLING STATION IN THE SW ANGLE OF THE
 BV1460'INTERSECTION, TURN RIGHT AND GO S FOR 1.45 MI. TO A FORK, TAKE
 BV1460'THE RIGHT FORK AND GO 5.2 MI. TO A FORK, TAKE THE RIGHT FORK AND
 BV1460'GO 0.8 MI. TO THE STATION ON THE RIGHT, ACROSS THE ROAD FROM A
 BV1460'LITTLE WHITE HOUSE.
 BV1460'
 BV1460'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON A DIRT ROAD FOR
 BV1460'0.3 MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND GO W AND S FOR 0.2
 BV1460'MI. TO THE HULETT HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.
 BV1460
 BV1460                          STATION RECOVERY (1959)
 BV1460
 BV1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BV1460'THE STATION WAS VISITED 7-7-59 AND THE STATION SURFACE MARK,
 BV1460'REFERENCE MARK NO. 2 WERE FOUND UPROOTED AND DESTROYED. THE
 BV1460'STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 BV1460'WERE FOUND IN GOOD CONDITION. THE SURFACE MARK AND REFERENCE MARK
 BV1460'NO. 2 WERE DESTROYED BY ROAD CONSTRUCTION. THE UNDERGROUND MARK
 BV1460'WAS FOUND IN GOOD CONDITION, THE DISTANCE TO REFERENCE MARK NO.
 BV1460'1 WAS CHECKED. A NEW STATION DAVIS 2 1959 WAS ESTABLISHED 58.46
 BV1460'FEET EAST-SOUTHEAST OF THE STATION IN THE NORTHWEST CORNER OF THE
 BV1460'FRONT YARD OF PROPERTY OWNED BY MRS SARAH BAXTER. THE ORIGINAL
 BV1460'DISK AND MONUMENT FOR THE STATION WAS USED IN ESTABLISHING THE
 BV1460'NEW STATION, THE DISK WAS RESTAMPED DAVIS 2 1959, A NEW DISK
 BV1460'STAMPED DAVIS 2 1959 WAS USED FOR THE UNDERGROUND MARK. DAVIS R.M.
 BV1460'NO. 1 WAS USED AS A REFERENCE MARK FOR THE NEW STATION.
 BV1460'REFERENCE MARK NO. 2 DISK WAS RESTAMPED NO. 3 AND USED IN
 BV1460'ESTABLISHING REFERENCE MARK NO. 3.  THE STATION UNDERGROUND MARK
 BV1460'WAS LEFT INTACT BENEATH THE SHOULDER OF THE ROAD ABOUT 2 FEET BELOW
 BV1460'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2385 ***********************************************************************
 BH2385  DESIGNATION -  DAVIS
 BH2385  PID         -  BH2385
 BH2385  STATE/COUNTY-  MS/JACKSON
 BH2385  USGS QUAD   -  DEER ISLAND (1970)
 BH2385
 BH2385                         *CURRENT SURVEY CONTROL
 BH2385  ___________________________________________________________________
 BH2385* NAD 83(1993)-  30 22 18.64660(N)    088 46 53.89667(W)     ADJUSTED  
 BH2385* NAVD 88     -         3.29   (+/-2cm)      10.8    (feet)  VERTCON   
 BH2385  ___________________________________________________________________
 BH2385  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BH2385  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH2385  HORZ ORDER  -  SECOND
 BH2385  VERT ORDER  -  THIRD ? (See Below)
 BH2385
 BH2385.The horizontal coordinates were established by classical geodetic methods
 BH2385.and adjusted by the National Geodetic Survey in May 1994.
 BH2385
 BH2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2385.The vertical order pertains to the NGVD 29 superseded value.
 BH2385
 BH2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2385
 BH2385.The geoid height was determined by GEOID03.
 BH2385
 BH2385;                    North         East     Units Scale Factor Converg.
 BH2385;SPC MS E     -    96,641.659   304,968.945   MT  0.99995030   +0 01 34.1
 BH2385;SPC MS E     -   317,065.18  1,000,552.28   sFT  0.99995030   +0 01 34.1
 BH2385;UTM  16      - 3,361,336.224   328,795.793   MT  0.99996161   -0 54 03.7
 BH2385
 BH2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2385!SPC MS E     -   1.00000392  x   0.99995030  =   0.99995422
 BH2385!UTM  16      -   1.00000392  x   0.99996161  =   0.99996553
 BH2385
 BH2385|---------------------------------------------------------------------|
 BH2385| PID    Reference Object                     Distance      Geod. Az  |
 BH2385|                                                           dddmmss.s |
 BH2385| DD7813 DAVIS RM 1                           39.711 METERS 02922     |
 BH2385| BH2396 BILOXI EAST CHANNEL LIGHT 10        APPROX. 3.6 KM 1695600.3 |
 BH2385| BH2395 BILOXI EAST CHANNEL LIGHT 8         APPROX. 4.8 KM 1721542.9 |
 BH2385| BH2410 BILOXI RAD STA WLOX MAST            APPROX.11.0 KM 2820809.8 |
 BH2385| BH2401 BILOXI LIGHTHOUSE                   APPROX.11.8 KM 2821834.2 |
 BH2385| DD7814 DAVIS RM 2                           33.150 METERS 32749     |
 BH2385| DD7815 DAVIS RM 3                           33.085 METERS 32752     |
 BH2385|---------------------------------------------------------------------|
 BH2385
 BH2385                          SUPERSEDED SURVEY CONTROL
 BH2385
 BH2385  NAD 83(1993)-  30 22 18.65855(N)    088 46 53.88870(W) AD(       ) 2
 BH2385  NAD 83(1986)-  30 22 18.66819(N)    088 46 53.88724(W) AD(       ) 2
 BH2385  NAD 27      -  30 22 17.95500(N)    088 46 53.77800(W) AD(       ) 2
 BH2385  NGVD 29 (07/19/86)    3.26   (m)           10.7    (f) LEVELING    3  
 BH2385
 BH2385.Superseded values are not recommended for survey control.
 BH2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2385.See file dsdata.txt to determine how the superseded data were derived.
 BH2385
 BH2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2879661336(NAD 83)
 BH2385_MARKER: DS = TRIANGULATION STATION DISK
 BH2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2385
 BH2385  HISTORY     - Date     Condition        Report By
 BH2385  HISTORY     - 1935     MONUMENTED       CGS
 BH2385  HISTORY     - 1939     GOOD             USE
 BH2385  HISTORY     - 1943     GOOD             CGS
 BH2385  HISTORY     - 1946     GOOD             CGS
 BH2385  HISTORY     - 1950     GOOD             CGS
 BH2385  HISTORY     - 1959     GOOD             CGS
 BH2385  HISTORY     - 1966     GOOD             CGS
 BH2385  HISTORY     - 1966     GOOD             CGS
 BH2385  HISTORY     - 1968     GOOD             MSHD
 BH2385  HISTORY     - 1969     GOOD             CGS
 BH2385  HISTORY     - 1970     GOOD             NGS
 BH2385  HISTORY     - 1973     GOOD             NPS
 BH2385  HISTORY     - 1976     GOOD             NGS
 BH2385  HISTORY     - 1977     GOOD             LOCENG
 BH2385
 BH2385                          STATION DESCRIPTION
 BH2385
 BH2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2385'THE STATION IS ON THE WOODED GROUNDS OF MR. L.L. COOKS SUMMER HOME IN
 BH2385'THE POINT AUX CHENES DEVELOPMENT ABOUT 1-1/2 MILES SE OF MARSH
 BH2385'POINT ON THE PENINSULA BETWEEN DAVIS BAYOU AND BILOXI BAY.
 BH2385'
 BH2385'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2385'SET IN CONCRETE.
 BH2385'
 BH2385'REFERENCE MARK NO. 1 IS N OF THE STATION, 43 FEET W OF THE CENTER OF
 BH2385'THE DRIVE, AND 115 YARDS NW OF THE HOUSE.
 BH2385'
 BH2385'REFERENCE MARK NO. 2 IS W OF THE STATION, 18 FEET N OF THE EDGE OF
 BH2385'THE BANK, AND 12 FEET S OF A 20-INCH LIVE OAK TREE.
 BH2385'
 BH2385'TO REACH THE STATION FROM THE SHELL GAS STATION ON U.S. HIGHWAY 90 IN
 BH2385'FONTAINEBLEAU PROCEED W FROM THE STATION ABOUT 450 FEET AND TURN
 BH2385'S ON GRAVELED ROAD AND GO 0.9 MILE TO T-ROAD, TURN RIGHT AND GO 0.9
 BH2385'MILE TO ROAD TO LEFT MARKED POINT AUX CHENES WHICH FOLLOW 3.4
 BH2385'MILES TO MR. COOKS HOME THE OVERSEER OF WHICH IS H.P. FLATEAU.
 BH2385'
 BH2385'UPON APPROACHING THE HOUSE, A SINGLE-STORY, RED-ROOFED, GREEN-TRIMMED
 BH2385'WHITE STRUCTURE, THE DRIVE TAKES A SHARP CURVE TO THE S AND
 BH2385'SLOPES FROM THE LEVEL OF THE WOODED AREA TO THE HOUSE LAWN.
 BH2385'
 BH2385'THE STATION MARK IS 25 FEET N OF THE BREAK IN THIS SLOPE, 100 YARDS N
 BH2385'OF THE HOUSE, 25 FEET W OF THE CENTER OF THE DRIVE, AND 25 FEET
 BH2385'S OF A 20-INCH PINE TREE 9 FEET FROM THE ROAD.
 BH2385
 BH2385                          STATION RECOVERY (1939)
 BH2385
 BH2385'RECOVERY NOTE BY US ENGINEERS 1939
 BH2385'RECOVERED IN GOOD CONDITION.
 BH2385
 BH2385                          STATION RECOVERY (1943)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 BH2385'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  TO REACH FROM
 BH2385'OCEAN SPRINGS PROCEED E FROM THE HIGH SCHOOL ON U.S. HIGHWAY 90
 BH2385'FOR 4.9 MILES TO A T-ROAD S.  THIS ROAD IS MARKED BY A POINT AUX
 BH2385'CHENES SIGN.  FOLLOW THIS ROAD S TO S ROAD MARKED POINT AUX
 BH2385'CHENES MENTIONED IN ORIGINAL DESCRIPTION.
 BH2385
 BH2385                          STATION RECOVERY (1946)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2385'STATION AND REFERENCE MARK 1 FOUND IN GOOD CONDITION.  DISTANCE TO
 BH2385'REFERENCE MARK 1 WAS MEASURED AND CHECKS.  A SEARCH WAS MADE FOR
 BH2385'REFERENCE MARK 2, AND AT ITS APPROXIMATE POSITION A LARGE DEPRESSION
 BH2385'WAS FOUND IN THE GROUND.  WITH THE ABOVE CORRECTIONS THE
 BH2385'DESCRIPTION IS ADEQUATE.
 BH2385
 BH2385                          STATION RECOVERY (1950)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2385'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BH2385'
 BH2385'THE SUMMER HOME MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.  A
 BH2385'COMPLETE NEW DESCRIPTION FOLLOWS-
 BH2385'
 BH2385'THE STATION IS APPROXIMATELY 2.1 MILES SE OF MARSH POINT ON THE
 BH2385'PENINSULA BETWEEN DAVIS BAYOU AND BILOXI BAY, ON MR.  L.L. COOKS
 BH2385'PROPERTY.
 BH2385'
 BH2385'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET AND
 BH2385'U.S. HIGHWAY 90 IN OCEAN SPRINGS, GO E ON U.S.  HIGHWAY 90 FOR
 BH2385'5.1 MILES TO A T ROAD, TURN S (RIGHT) AND GO 1.7 MILES TO A T ROAD S,
 BH2385'TURN S (RIGHT) AND GO 1.5 MILES TO THE END OF THE PAVED
 BH2385'ROAD AND EDGE OF WOODED AREA (ENTRANCE TO POINTE AUX CHENES PRIVATE
 BH2385'PROPERTY), CONTINUE ON PRIVATE ROAD APPROXIMATELY 1.7 MILES TO A
 BH2385'POINT WHERE THE ROAD BEARS SE AND SLOPES FROM THE LEVEL OF THE WOODED
 BH2385'AREA TO THE BEACH LEVEL.
 BH2385'
 BH2385'STATION IS 25 FEET N OF THE BREAK IN THE SLOPE, 25 FEET W OF THE
 BH2385'CENTER OF THE ROAD, 144.78 METERS (475.0 FEET) FROM MEAN
 BH2385'HIGH-WATER LINE OF THE MISSISSIPPI SOUND, AND 3.0 FEET E OF A 4- BY
 BH2385'4-INCH WOODEN WITNESS POST.  IT IS A STANDARD DISK,
 BH2385'STAMPED DAVIS 1935, AND SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 BH2385'PROJECTING 0.2 FOOT.
 BH2385'
 BH2385'REFERENCE MARK 1 IS 130.25 FEET N OF THE STATION AND 43 FEET W OF THE
 BH2385'CENTER OF THE DRIVE.  IT IS A STANDARD DISK, STAMPED DAVIS R M
 BH2385'NO 1 1935, AND SET IN A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 BH2385'THE GROUND.
 BH2385'
 BH2385'REFERENCE MARK 2 IS 108.76 FEET W OF THE STATION, 18 FEET N OF THE
 BH2385'EDGE OF THE SLOPE, AND 12 FEET S OF A 20-INCH LIVE OAK TREE.  IT
 BH2385'IS A STANDARD DISK, STAMPED DAVIS R M NO 2 1935, AND SET IN A 10-INCH
 BH2385'SQUARE CONCRETE MONUMENT PROJECTING 0.1 FOOT.
 BH2385
 BH2385                          STATION RECOVERY (1959)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2385'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION, A NEW
 BH2385'DESCRIPTION FOLLOWS- TO REACH FROM THE INTERSECTION OF
 BH2385'U.S. HWY 90 AND STATE HWY 59 AT FONTAINEBLEAU, GO S ALONG HWY 59 FOR
 BH2385'.5 MILE TO A T-RD, TURN RIGHT (W) AND GO .15 MILE TO RD S, TURN
 BH2385'LEFT (S) AND CONTINUE FOR 1.0 MILE TO ANOTHER T-ROAD, TURN RIGHT (W)
 BH2385'AND CONTINUE FOR 1.0 MILE TO POINTE AUX CHENES RD. LEFT (S), TURN
 BH2385'LEFT AND CONTINUE FOR .5 MILE TO CATTLE GUARD AND SIGN READING,
 BH2385'POINTE AUX CHENES RESIDENT PRIVATE.  CONTINUE S AND W FOR 1.2 MILES
 BH2385'TO ANOTHER CATTLE GUARD, CONTINUE IN A WESTERLY DIRECTION FOR .3
 BH2385'MILE TO FORK IN RD, TAKE RIGHT FORK AND CONTINUE FOR .6 MILE TO A
 BH2385'FRAME HOUSE PAINTED A GREENISH-BLUE AND STATION SITE.
 BH2385'
 BH2385'STATION IS 264.6 FT WNW OF THE SW CORNER OF ABOVE HOUSE, 27 FT W OF
 BH2385'CENTER OF ROADWAY, AND 38 FT SW OF THE CENTER OF INTERSECTION OF
 BH2385'2 ROADWAYS.
 BH2385
 BH2385                          STATION RECOVERY (1966)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2385'STATION AND BOTH R.M.S RECOVERED IN GOOD CONDITION.  THE RECOVERY
 BH2385'NOTE BY R.F.L. IN 1959 IS GOOD, BUT A NEW TO REACH FOLLOWS-
 BH2385'
 BH2385'FROM THE TOWN OF OCEAN SPRINGS FOLLOW GOVERNMENT STREET FROM ITS END
 BH2385'AT WASHINGTON AVENUE EAST, OUT OF TOWN WHERE GOVERNMENT STREET
 BH2385'BECOMES FONTAINEBLEAU ROAD.  CONTINUING ON THIS ROAD (OLD U.S. 90)
 BH2385'FOR A DISTANCE OF 4.8 MILES, TO BEACH VIEW ROAD, TURN RIGHT,
 BH2385'FOLLOW SOUTHEASTERLY FOR 1.9 MILE TO PONTE AUX CHENES ROAD, TURN
 BH2385'RIGHT HEADING SOUTH, FOLLOW TWISTING ROAD FOR 0.7 MILES TO GATE
 BH2385'WITH NO TRESSPASSING SIGN AND OTHER SIGNS LISTING RESIDENCES
 BH2385'INCLUDING DOONGATE (HOME OF OWNER - MR. LOVEL - 1966) FOLLOW
 BH2385'NARROW ROAD WESTERLY, FOR 0.6 MILE TO GATE AT END OF BLACK TOP, TURN
 BH2385'LEFT FOLLOW DIRT ROAD THROUGH GATE APPROXIMATELY 500 FEET TO BLUE
 BH2385'HOUSE AND VICINITY OF STATION.
 BH2385
 BH2385                          STATION RECOVERY (1966)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WRC)
 BH2385'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DESCRIPTION IS
 BH2385'ADEQUATE.
 BH2385
 BH2385                          STATION RECOVERY (1968)
 BH2385
 BH2385'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HTB)
 BH2385'THE STATION WAS VISITED 8-1-68 AND THE STATION MARK, REFERENCE MARK
 BH2385'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BH2385'
 BH2385'THE STATION IS LOCATED 4.2 MILES SOUTHWEST OF FONTAINEBLEAU AND 4.3
 BH2385'MILES SOUTHEAST OF OCEAN SPRINGS IN THE NORTHWEST 1/4 OF
 BH2385'SECTION 10, T 7S, R 8W.  IT IS 36 FEET SOUTHWEST OF THE CENTER OF A
 BH2385'TRACK ROAD, 39 FEET NORTHWEST OF A TRIANGULAR BLAZED 24 INCH TWIN
 BH2385'OAK, 28 FEET EAST OF A TRIANGULAR BLAZED 10 INCH OAK, 63 FEET
 BH2385'SOUTHEAST OF AN 8 INCH CEDAR, 84 FEET WEST OF A LONE 24 INCH PINE,
 BH2385'26 FEET NORTHEAST OF THE EDGE OF A SLOPE AND 6 FEET NORTHWEST OF A 4
 BH2385'INCH WILD PLUM.
 BH2385'
 BH2385'IT IS A STANDARD TRIANGULATION DISK, STAMPED DAVIS 1935 FLUSH WITH
 BH2385'THE GROUND.
 BH2385'
 BH2385'REFERENCE MARK NO. 1 IS 130.25 FEET NORTH OF THE STATION.  IT IS 80
 BH2385'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 11 FEET SOUTHWEST
 BH2385'OF A 24 INCH OAK, 62 FEET WEST OF A TELEPHONE LINE POLE, 26 FEET
 BH2385'NORTHEAST OF THE MOST EASTERN OF TWO 24 INCH PINES, 14.5 FEET
 BH2385'EAST OF A 5 INCH MAGNOLIA AND 78 FEET SOUTHEAST OF AN 8 INCH CEDAR.
 BH2385'IT IS A STANDARD DISK, STAMPED DAVIS RM NO 1 1935 FLUSH WITH THE
 BH2385'GROUND.
 BH2385'
 BH2385'REFERENCE MARK NO. 2 IS 108.76 FEET WEST OF THE STATION.  IT IS 28
 BH2385'FEET WEST SOUTHWEST OF THE CENTER OF A TRACK ROAD, 44 FEET
 BH2385'NORTHWEST OF A 8 INCH CEDAR, 14 FEET EAST OF A 30 INCH TWIN OAK, 34
 BH2385'FEET NORTHEAST OF A 20 INCH PINE IN A FENCE LINE AND 89 FEET
 BH2385'SOUTH OF A 20 INCH OAK.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BH2385'DAVIS RM NO 2 1935 FLUSH WITH THE GROUND.
 BH2385'
 BH2385'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 123.64 FEET.
 BH2385'
 BH2385'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE BILOXI BAY AT THE
 BH2385'SOUTHWEST OF OCEAN SPRINGS GO NORTHEAST ON U.S.  HIGHWAY 90 FOR
 BH2385'1.3 MILES TO A TRAFFIC LIGHT JUST NORTHWEST OF THE RAILROAD STATION
 BH2385'IN OCEAN SPRINGS.  TURN RIGHT (SOUTH) AND CONTINUE ON
 BH2385'WASHINGTON STREET FOR 0.15 MILE TO A SIDE STREET AND THE OCEAN
 BH2385'SPRINGS STATE BANK ON THE LEFT.  TURN LEFT (EAST) AND CONTINUE ON
 BH2385'GOVERNMENT STREET (OLD U.S. HIGHWAY 90) FOR 4.8 MILES TO A SIDE ROAD
 BH2385'RIGHT.  TURN RIGHT (SOUTH) AND CONTINUE ON BEACH VIEW DRIVE FOR
 BH2385'1.8 MILES TO A CROSSROADS.  TURN RIGHT (NORTHWEST) AND CONTINUE ON
 BH2385'POINTE AUX CHENES ROAD FOR 0.6 MILE TO A CATTLE GUARD WITH A NO
 BH2385'TRESPASSING SIGN.  CONTINUE NORTHWEST ON A NARROW WINDING
 BH2385'BLACKTOP ROAD FOR 0.6 MILE TO A BRICK HOUSE ON THE RIGHT AND A METAL
 BH2385'GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND CONTINUE WEST
 BH2385'AND NORTH ON A TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT AS
 BH2385'DESCRIBED. THE BLUE HOUSE MENTIONED IN THE PREVIOUS
 BH2385'DESCRIPTION IS BEING DESTROYED.
 BH2385'
 BH2385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.2 MILES SOUTHWEST
 BH2385'OF FOUNTAINEBLEAU.
 BH2385
 BH2385                          STATION RECOVERY (1969)
 BH2385
 BH2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2385'RECOVERED.  STATION AND RMS WERE RECOVERED AND FOUND IN GOOD
 BH2385'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES TO RMS WERE
 BH2385'VERIFIED.
 BH2385
 BH2385                          STATION RECOVERY (1970)
 BH2385
 BH2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2385'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2385'CONDITION.  A DIFFERENCE OF .02 OF A FOOT SHORTER WAS FOUND IN THE
 BH2385'DISTANCE TO REFERENCE MARK 1.  A DIFFERENCE OF 1 MINUTE AND 25
 BH2385'SECONDS LOWER WAS FOUND IN THE DIRECTION TO REFERENCE MARK 2 AND .02
 BH2385'OF A FOOT SHORTER IN THE DISTANCE WAS FOUND.  A DIFFERENCE OF .04 OF
 BH2385'A FOOT LONGER WAS FOUND IN THE DISTANCE BETWEEN THE
 BH2385'REFERENCE MARKS.  FOLLOWING IS A NEW DESCRIPTION.
 BH2385'
 BH2385'THE STATION IS LOCATED ABOUT 6-1/4 MILES SOUTHEAST OF OCEAN SPRINGS,
 BH2385'1-1/2 MILES SOUTHEAST OF MARSH POINT, 3/4 MILE SOUTHWEST OF THE
 BH2385'EAST END OF DAVIS BAYOU AND ON PROPERTY OF MR. WILLIAM RUDOLF OF NEW
 BH2385'ORLEANS, LOUISIANA.
 BH2385'
 BH2385'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AVENUE AND
 BH2385'GOVERNMENT STREET IN OCEAN SPRINGS, GO EAST, SOUTH AND EAST
 BH2385'ON GOVERNMENT STREET FOR 4.65 MILES TO A SIDE ROAD RIGHT AND SIGN
 BH2385'WHICH READS GULF PARK ESTATES AND AIRPORT.  TURN RIGHT AND GO
 BH2385'SOUTH ON BEACH VIEW DRIVE FOR 1.7 MILES TO A CROSSROAD.  TURN RIGHT
 BH2385'AND GO IN A WESTERLY DIRECTION ON POINT AUX CHENES ROAD FOR 0.65
 BH2385'MILE TO A CATTLE GUARD.  PASS OVER THE CATTLE GUARD, CONTINUE
 BH2385'NORTHWEST AND WEST ON A NARROW PAVED ROAD FOR 0.2 MILE TO A
 BH2385'FORK.  BEAR RIGHT AND CONTINUE IN A WESTERLY DIRECTION ON THE
 BH2385'NARROW PAVED ROAD FOR 0.35 MILE TO A BRICK HOME ON THE RIGHT AND A
 BH2385'WIRE GATE TO THE SOUTHWEST OF THE HOME.  PASS THROUGH THE
 BH2385'GATE, GO SOUTH AND WEST ON A TRACK ROAD FOR 0.15 MILE TO THE STATION
 BH2385'ON THE LEFT.
 BH2385'
 BH2385'THE STATION MARK IS A STANDARD DISK STAMPED DAVIS 1935, SET IN THE
 BH2385'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 BH2385'ABOVE THE GROUND.  IT IS 42 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 BH2385'ROAD, 40 FEET NORTH OF A 36 INCH TRIANGULAR BLAZED OAK TREE
 BH2385'AND 28 FEET EAST OF A TRIANGULAR BLAZED OAK TREE WITH A METAL WITNESS
 BH2385'SIGN ATTACHED TO IT.
 BH2385'
 BH2385'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAVIS RM NO 1 1935, SET
 BH2385'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BH2385'GROUND.  IT IS 88 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD, 62
 BH2385'FEET WEST OF A TELEPHONE POLE, 27 FEET NORTH OF A 24 INCH PINE
 BH2385'TREE AND 11 FEET WEST-SOUTHWEST OF A 30-INCH OAK TREE.
 BH2385'
 BH2385'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAVIS RM NO 2 1935, SET
 BH2385'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BH2385'GROUND.  IT IS 99 FEET NORTH-NORTHWEST OF THE TRIANGULAR BLAZED OAK
 BH2385'TREE WITH WITNESS SIGN, 26 FEET SOUTHWEST OF THE CENTER OF THE
 BH2385'TRACK ROAD, 21 FEET EAST OF A WIRE FENCE AND 14 FEET WEST OF A 36
 BH2385'INCH FORKED OAK TREE.
 BH2385'
 BH2385'NOTE- NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 BH2385'
 BH2385'HEIGHT OF LIGHT ABOVE STATION MARK - 99.4 FEET.
 BH2385
 BH2385                          STATION RECOVERY (1973)
 BH2385
 BH2385'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GAG)
 BH2385'DAVIS 1935 GOOD
 BH2385'
 BH2385'DAVIS RM 1 1935
 BH2385'
 BH2385'DAVIS RM 2 1935 DISTURBED
 BH2385'
 BH2385'RECOVERED BY GALE A. GRETERMAN CIVIL ENGINEER NATIONAL PARK
 BH2385'SERVICE DENEVER COLORADO
 BH2385
 BH2385                          STATION RECOVERY (1976)
 BH2385
 BH2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2385'STATION, REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN
 BH2385'GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN TILTED AT ABOUT
 BH2385'A 30 DEGREES.  THE STATION MARK IS 54 FEET W OF THE NW CORNER
 BH2385'OF AN OLD CORRAL, 63 FEET W OF THE ENTRANCE OF A LOADING CHUTE.
 BH2385'
 BH2385'THE 1970 DESCRIPTION IS ADEQUATE.
 BH2385'
 BH2385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2385'4 MILES SE OF OCEAN SPRINGS.
 BH2385
 BH2385                          STATION RECOVERY (1977)
 BH2385
 BH2385'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BH2385'COMPASS BEARINGS AND DISTANCES TO REFERENCE MARKS CONFIRMED
 BH2385'STATION TO BE UNDISTURBED.
 BH2385'
 BH2385'STATION FOUND IN GOOD CONDITION.  REFERENCE MARKS ONE AND TWO
 BH2385'FOUND IN GOOD CONDITION.
 BH2385'
 BH2385'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE BILOXI BAY
 BH2385'AT THE SOUTHWEST OF OCEAN SPRINGS GO NORTHEAST ON U.S. HWY 90
 BH2385'FOR 0.80 MILES TO A TRAFFIC LIGHT JUST NORTHWEST OF THE
 BH2385'RAILROAD STATION IN OCEAN SPRINGS.  TURN RIGHT (SOUTH) ON
 BH2385'WASHINGTON STREET FOR 0.15 MILES TO GOVERNMENT STREET.  TURN
 BH2385'LEFT (E) ON GOVERNMENT STREET (FORMELY U.S. HWY 90) AND
 BH2385'CONTINUE 4.05 MILES TO BEACHVIEW DRIVE (ONE STREET NW OF A
 BH2385'JR. FOOD STORE).  TURN RIGHT (SOUTH) AND CONTINUE ON BEACHVIEW
 BH2385'DRIVE FOR 1.5 MILES TO A SIDE ROAD ON RIGHT.  TURN RIGHT
 BH2385'(NORTHWEST) ON POINT AUX CHENES (BLACK TOP ROAD) AND
 BH2385'CONTINUE 1.20 MILES TO MR. LOUIS FRIERSONS PROPERTY (LAST
 BH2385'HOUSE ON MARSH POINT).  THE STATION IS ADJACENT TO THE NW
 BH2385'CORNER OF FRIERSONS NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1458 ***********************************************************************
 BV1458  DESIGNATION -  DAVIS 2
 BV1458  PID         -  BV1458
 BV1458  STATE/COUNTY-  MS/GREENE
 BV1458  USGS QUAD   -  BROWN TOWN (1982)
 BV1458
 BV1458                         *CURRENT SURVEY CONTROL
 BV1458  ___________________________________________________________________
 BV1458* NAD 83(1993)-  31 00 14.18600(N)    088 26 45.20549(W)     NO CHECK  
 BV1458* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 BV1458  ___________________________________________________________________
 BV1458  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BV1458  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BV1458  HORZ ORDER  -  SECOND
 BV1458
 BV1458.The horizontal coordinates were established by classical geodetic methods
 BV1458.and adjusted by the National Geodetic Survey in May 1994.
 BV1458.No horizontal observational check was made to the station.
 BV1458
 BV1458.The orthometric height was scaled from a topographic map.
 BV1458
 BV1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1458
 BV1458.The geoid height was determined by GEOID03.
 BV1458
 BV1458;                    North         East     Units Scale Factor Converg.
 BV1458;SPC MS E     -   166,778.037   336,999.212   MT  0.99996688   +0 11 58.5
 BV1458;SPC MS E     -   547,170.94  1,105,638.25   sFT  0.99996688   +0 11 58.5
 BV1458;SPC AL W     -   111,674.479   509,671.230   MT  1.00003394   -0 29 14.1
 BV1458;UTM  16      - 3,430,935.905   361,965.285   MT  0.99983503   -0 44 41.6
 BV1458
 BV1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1458!SPC MS E     -   0.99999266  x   0.99996688  =   0.99995954
 BV1458!SPC AL W     -   0.99999266  x   1.00003394  =   1.00002660
 BV1458!UTM  16      -   0.99999266  x   0.99983503  =   0.99982769
 BV1458
 BV1458|---------------------------------------------------------------------|
 BV1458| PID    Reference Object                     Distance      Geod. Az  |
 BV1458|                                                           dddmmss.s |
 BV1458| CF9527 DAVIS RM 1                           24.603 METERS 08954     |
 BV1458| CF9535 DAVIS 2 RM 3                         25.205 METERS 17805     |
 BV1458| CF9534 DAVIS 2 AZ MK                                      1822614.1 |
 BV1458| BV1460 DAVIS                                17.824 METERS 30152     |
 BV1458|---------------------------------------------------------------------|
 BV1458
 BV1458                          SUPERSEDED SURVEY CONTROL
 BV1458
 BV1458  NAD 83(1993)-  31 00 14.18837(N)    088 26 45.20349(W) AD(       ) 2
 BV1458  NAD 83(1986)-  31 00 14.20125(N)    088 26 45.20801(W) AD(       ) 2
 BV1458  NAD 27      -  31 00 13.53640(N)    088 26 45.15240(W) AD(       ) 2
 BV1458
 BV1458.Superseded values are not recommended for survey control.
 BV1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1458.See file dsdata.txt to determine how the superseded data were derived.
 BV1458
 BV1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6196530936(NAD 83)
 BV1458_MARKER: DS = TRIANGULATION STATION DISK
 BV1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1458
 BV1458  HISTORY     - Date     Condition        Report By
 BV1458  HISTORY     - 1959     MONUMENTED       CGS
 BV1458  HISTORY     - 1960     GOOD             CGS
 BV1458  HISTORY     - 1966     GOOD             MSHD
 BV1458
 BV1458                          STATION DESCRIPTION
 BV1458
 BV1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BV1458'THE STATION IS LOCATED 10 MILES EAST-NORTHEAST OF LUCEDALE AND 12
 BV1458'MILES SOUTHEAST OF LEAKESVILLE, IN THE NORTHWEST CORNER OF THE
 BV1458'FRONT YARD OF THE PROPERTY OWNED BY MRS SARAH BAXTER IN THE SW 1/4
 BV1458'OF SEC. 36, T 1 N, R 5 W, ABOUT 0.4 MILE NORTH OF THE
 BV1458'GREENE-GEORGE COUNTY LINE, IN THE EXTREME SE CORNER OF GREENE
 BV1458'COUNTY. IT IS 139.9 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 BV1458'MRS BAXTER HOUSE, 33.7 FEET NORTH OF THE PROJECTED PLANE OF THE
 BV1458'NORTH WALL OF THE HOUSE, 4 FEET EAST OF A FENCE LINE, 36 FEET
 BV1458'EAST OF THE CENTER OF THE ROAD, 11 FEET SOUTH-SOUTHEAST OF A
 BV1458'FENCE CORNER AND A METAL WITNESS POST BEARING A WHITE SIGN, 50.2
 BV1458'FEET WEST OF A POWER POLE IN BAXTERS FRONT YARD, AND 70.5 FEET EAST
 BV1458'AND ACROSS THE HIGHWAY FROM A POWER POLE. IT IS A STANDARD DISK,
 BV1458'STAMPED DAVIS 2 1959, PROJECTING 4 INCHES.
 BV1458'
 BV1458'REFERENCE MARK NO. 1 IS 80.72 FEET EAST-NORTHEAST OF THE STATION
 BV1458'IN THE PROPERTY FENCE LINE BETWEEN QUITMAN DAVIS AND SARAH BAXTER
 BV1458'PROPERTY, 84 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE
 BV1458'LINE, 31 FEET NORTH OF A POWER POLE IN A YARD, 70 FEET NORTHWEST
 BV1458'OF THE NORTHWEST CORNER OF THE BAXTER HOUSE. IT IS A STANDARD
 BV1458'DISK, STAMPED DAVIS NO 1 1942, FLUSH WITH THE GROUND.
 BV1458'
 BV1458'REFERENCE MARK NO. 3 IS 82.70 FEET SOUTH OF THE STATION IN THE
 BV1458'SOUTHWEST CORNER OF THE BAXTER YARD, 127 FEET WEST-SOUTHWEST OF
 BV1458'THE SOUTHWEST CORNER OF THE BAXTER HOUSE, 5 FEET EAST OF A FENCE
 BV1458'LINE, 4 FEET NORTH OF A FENCE LINE, 6 FEET EAST OF A FENCE CORNER,
 BV1458'AND 37 FEET EAST OF THE CENTER OF THE HIGHWAY. IT IS A STANDARD
 BV1458'DISK, STAMPED DAVIS 2 NO 3 1959, PROJECTING 6 INCHES.
 BV1458'
 BV1458'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION ON LAND OWNED BY
 BV1458'MR. H.A. HULETT, 49 FEET NORTH OF THE CHIMNEY OF THE HULETT HOUSE,
 BV1458'22 FEET EAST OF THE EAST POST OF A GATE LEADING TO A CULTIVATED
 BV1458'FIELD, AND 75 FEET NORTH OF A 2-FOOT PECAN TREE. IT IS A STANDARD
 BV1458'DISK, STAMPED DAVIS 1942, PROJECTING 6 INCHES.
 BV1458'
 BV1458'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE GO EAST ON
 BV1458'STATE HIGHWAY 98 FOR 4.5 MILES TO A CROSS ROAD, CONTINUE EAST FOR
 BV1458'0.5 MILE TO A SIDE ROAD LEADING NORTH, TURN NORTH AND GO 3.8 MILES
 BV1458'TO A BRIDGE, CONTINUE NORTH FOR 3.7 MILES TO A CROSS ROAD,
 BV1458'CONTINUE NORTH FOR 1.3 MILES TO THE BAXTER HOUSE AND THE STATION
 BV1458'ON THE RIGHT.
 BV1458'
 BV1458'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE
 BV1458'TO A SIDE ROAD RIGHT, TURN WEST AND GO 0.2 MILE TO THE HULETT
 BV1458'HOUSE AND THE AZIMUTH MARK.
 BV1458'
 BV1458'NOTE--THE AZIMUTH MARK WAS NOT CUT IN FROM THIS STATION AT THIS
 BV1458'DATE DUE TO A FIELD OF TALL CORN OBSTRUCTING THE MARK FROM THE
 BV1458'STATION. THIS WILL BE DONE AT A LATER DATE.
 BV1458
 BV1458                          STATION RECOVERY (1960)
 BV1458
 BV1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BV1458'THE STATION WAS ESTABLISHED BY THIS PARTY 7-7-59 AT WHICH TIME
 BV1458'THE 1942 AZIMUTH MARK WAS OBSTRUCTED FROM STATION DAVIS 1942 BY
 BV1458'A CORN FIELD. ON 1-13-60 THE STATION WAS AGAIN VISITED TO
 BV1458'ESTABLISH AN AZIMUTH MARK FOR DAVIS 2 1959. THE DAVIS 1942 AZIMUTH
 BV1458'MARK WAS FOUND TO BE OBSTRUCTED FROM DAVIS 2 1959 AT THIS TIME SO
 BV1458'A NEW AZIMUTH MARK WAS ESTABLISHED, ALL MARKS WERE FOUND IN GOOD
 BV1458'CONDITION AT THIS DATE INCLUDING THE UNDERGROUND MARK FOR
 BV1458'STATION DAVIS 1942. A DESCRIPTION FOR THE NEW AZIMUTH MARK
 BV1458'FOLLOWS--
 BV1458'
 BV1458'THE AZIMUTH MARK IS 0.15 MILE SOUTH ALONG THE HIGHWAY
 BV1458'FROM THE STATION ON PROPERTY OWNED BY PERRY DAVIS AND ACROSS THE
 BV1458'ROAD FROM HIS HOME. IT IS 35 FEET WEST OF THE CENTER LINE OF THE
 BV1458'HIGHWAY, 1 FOOT SOUTHWEST OF A T FENCE CORNER, 40 FEET SOUTH OF A
 BV1458'POWER POLE WITH A TRANSFORMER, 14 FEET NORTH OF THE CENTER OF THE
 BV1458'DRIVEWAY TO THE FARMYARD, 3 FEET WEST OF A FENCE CORNER, 114
 BV1458'FEET WEST-SOUTHWEST OF THE PERRY DAVIS HOME. 87 FEET NORTH OF
 BV1458'THE NORTHEAST CORNER OF A LARGE BARN AND 2 FEET WEST OF A
 BV1458'METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED DAVIS 2 1959, SET
 BV1458'INTO THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 4 INCHES.
 BV1458
 BV1458                          STATION RECOVERY (1966)
 BV1458
 BV1458'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1458'THE STATION WAS VISITED 3-24-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1458'CONDITION.
 BV1458'
 BV1458'TO REACH FROM THE COURTHOUSE IN LEAKESVIILE GO SOUTHEAST ON HIGHWAY
 BV1458'63 FOR 5.55 MILES TO HIGHWAY 594 ON THE LEFT, TURN LEFT AND GO 0.55
 BV1458'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 7.65 MILES TO
 BV1458'DRIVEWAY AND THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE
 BV1458'AZIMUTH CONTINUE FOR 0.15 MILES TO A DRIVEWAY LEADING INTO A
 BV1458'BARNYARD AND THE MARK ON THE RIGHT AS DESCRIBED. THE STATION DISK IS
 BV1458'STAMPED DAVIS 2 1959.
 BV1458'
 BV1458'IT IS 50 FEET WEST OF A POWER SERVICE POLE, 36 FEET EAST OF A
 BV1458'BLACKTOP ROAD, 11.5 FEET SOUTHEAST OF A METAL WITNESS POST, 10 FEET
 BV1458'SOUTHEAST OF A FENCE CORNER, AND 4 FEET EAST OF A FENCE.
 BV1458'
 BV1458'R.M. 1 IS 84 FEET EAST OF A FENCE CORNER, 70 FEET NORTHWEST OF
 BV1458'THE NORTHWEST CORNER OF A HOUSE, 31.5 FEET NORTHEAST OF A POWER
 BV1458'SERVICE POLE, 1 FOOT NORTH OF A FENCE, AND STAMPED DAVIS NO. 1
 BV1458'(1942).
 BV1458'
 BV1458'R.M. 3 IS 127 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF HOUSE,
 BV1458'37 FEET EAST OF CENTER OF HIGHWAY, 5 FEET NORTHEAST OF A FENCE
 BV1458'CORNER, 4 FEET NORTH OF A FENCE, AND STAMPED DAVIS 2 NO. 3 1959.
 BV1458'
 BV1458'THE AZIMUTH MARK IS 114 FEET WEST-SOUTHWEST OF A HOUSE, 87 FEET
 BV1458'NORTH OF NORTHEAST CORNER OF A LARGE BARN, 40 FEET SOUTH OF A POWER
 BV1458'POLE WITH TRANSFORMER ON IT, 35 FEET WEST OF THE CENTER OF HIGHWAY,
 BV1458'14 FEET NORTH OF CENTER OF DRIVEWAY LEADING INTO FARM YARD, 3 FEET
 BV1458'WEST OF A FENCE CORNER, AND 2 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2325 ***********************************************************************
 BW2325  DESIGNATION -  DAY
 BW2325  PID         -  BW2325
 BW2325  STATE/COUNTY-  MS/FRANKLIN
 BW2325  USGS QUAD   -  BUDE (1988)
 BW2325
 BW2325                         *CURRENT SURVEY CONTROL
 BW2325  ___________________________________________________________________
 BW2325* NAD 83(1993)-  31 26 07.28101(N)    090 46 05.12409(W)     ADJUSTED  
 BW2325* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BW2325  ___________________________________________________________________
 BW2325  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BW2325  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW2325  HORZ ORDER  -  THIRD
 BW2325
 BW2325.The horizontal coordinates were established by classical geodetic methods
 BW2325.and adjusted by the National Geodetic Survey in May 1994.
 BW2325
 BW2325.The orthometric height was scaled from a topographic map.
 BW2325
 BW2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2325
 BW2325.The geoid height was determined by GEOID03.
 BW2325
 BW2325;                    North         East     Units Scale Factor Converg.
 BW2325;SPC MS W     -   214,625.400   658,670.598   MT  0.99997106   -0 13 36.3
 BW2325;SPC MS W     -   704,150.17  2,160,988.45   sFT  0.99997106   -0 13 36.3
 BW2325;UTM  15      - 3,480,007.342   712,122.156   MT  1.00015501   +1 09 52.0
 BW2325
 BW2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2325!SPC MS W     -   0.99998167  x   0.99997106  =   0.99995273
 BW2325!UTM  15      -   0.99998167  x   1.00015501  =   1.00013667
 BW2325
 BW2325|---------------------------------------------------------------------|
 BW2325| PID    Reference Object                     Distance      Geod. Az  |
 BW2325|                                                           dddmmss.s |
 BW2325| CY4223 DAY RM 1                             28.937 METERS 11408     |
 BW2325| CY4225 DAY RM 3                             16.820 METERS 17248     |
 BW2325| CY4222 DAY AZ MK                                          2054352.2 |
 BW2325| CY4224 DAY RM 2                             23.570 METERS 21324     |
 BW2325|---------------------------------------------------------------------|
 BW2325
 BW2325                          SUPERSEDED SURVEY CONTROL
 BW2325
 BW2325  NAD 83(1986)-  31 26 07.29648(N)    090 46 05.12015(W) AD(       ) 3
 BW2325  NAD 27      -  31 26 06.68700(N)    090 46 04.75600(W) AD(       ) 3
 BW2325
 BW2325.Superseded values are not recommended for survey control.
 BW2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2325.See file dsdata.txt to determine how the superseded data were derived.
 BW2325
 BW2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1212280007(NAD 83)
 BW2325_MARKER: DS = TRIANGULATION STATION DISK
 BW2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2325
 BW2325  HISTORY     - Date     Condition        Report By
 BW2325  HISTORY     - 1949     MONUMENTED       CGS
 BW2325  HISTORY     - 1956     GOOD             CGS
 BW2325  HISTORY     - 1968     GOOD             CGS
 BW2325
 BW2325                          STATION DESCRIPTION
 BW2325
 BW2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2325'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BUDE, 4
 BW2325'MILES SOUTH OF EDDICETON, AND ON LAND OWNED BY MR. A.D. GAMMILL.
 BW2325'THE MARK IS 54 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 BW2325'A GRAVELED ROAD, 50 FEET NORTH OF A FENCE CORNER, 7 FEET
 BW2325'SOUTH OF A WITNESS POST, AND 1.5 FEET WEST OF A FENCE.
 BW2325'
 BW2325'TO REACH THE STATION FROM THE BUDE HIGH SCHOOL BUILDING
 BW2325'IN BUDE, GO NORTHEAST ON U.S. HIGHWAY 48 FOR 3.9 MILES TO
 BW2325'THE HODGE BROTHERS GARAGE AT A CROSS ROAD IN THE SMALL COMMUNITY
 BW2325'OF EDDICETON, TURN RIGHT AND GO SOUTHERLY FOR 1.70 MILES
 BW2325'TO A CROSS ROAD, TURN RIGHT AND GO 1.5 MILES TO A FORK IN
 BW2325'THE ROAD, TAKE THE RIGHT FORK, THE HOMOCHITTO NATIONAL FOREST
 BW2325'ROUTE 108, AND GO SOUTHERLY FOR 2.95 MILES TO A CROSS ROAD,
 BW2325'TURN RIGHT AND GO 0.3 MILE TO THE STATION ON THE LEFT AS
 BW2325'DESCRIBED.
 BW2325'
 BW2325'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 BW2325'THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 BW2325'RIGHT.
 BW2325'
 BW2325'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 BW2325'DAY 1949.
 BW2325'
 BW2325'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE NORTHEAST CORNER
 BW2325'OF A TENANT HOUSE AND 5 FEET NORTH OF A SHED.  THE MARK PROJECTS
 BW2325'1 INCH, AND THE DISK IS STAMPED DAY NO 1 1949.
 BW2325'
 BW2325'REFERENCE MARK NO. 2 IS 50 FEET SOUTHWEST OF THE FENCE CORNER,
 BW2325'32 FEET SOUTH OF A POWER POLE, AND 13 FEET EAST OF THE APPROXIMATE
 BW2325'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 1 INCH
 BW2325'AND THE DISK IS STAMPED DAY NO 2 1949.
 BW2325'
 BW2325'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 41
 BW2325'FEET NORTH OF A FENCE CORNER, 21 FEET WEST OF THE APPROXIMATE
 BW2325'CENTERLINE OF THE GRAVELED ROAD, 2 FEET NORTH OF A WITNESS
 BW2325'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 5 INCHES,
 BW2325'AND THE DISK IS STAMPED DAY 1949.
 BW2325'
 BW2325'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2325'CONCRETE POSTS.
 BW2325'
 BW2325'A 90 FOOT TOWER AT DAY WILL SEE 77 FEET AT TRIANGULATION
 BW2325'STATIONS BUDE AND MC CALL.
 BW2325'
 BW2325'A 90 FOOT TOWER AT DAY WILL SEE 64 FEET AT TRIANGULATION
 BW2325'STATION NETTLES.
 BW2325'
 BW2325'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2325
 BW2325                          STATION RECOVERY (1956)
 BW2325
 BW2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2325'THE STATION WAS VISITED 6-18-56 AND ALL MARKS WERE FOUND
 BW2325'IN GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE
 BW2325'WITH A CORRECTED TO REACH WHICH FOLLOWS--
 BW2325'
 BW2325'TO REACH FROM THE BUDE HIGH SCHOOL IN BUDE, GO NORTHEAST ON
 BW2325'U.S. HIGHWAY 84 FOR 4.05 MILES TO THE CROSSROAD IN EDDICETON
 BW2325'AND THE HODGE BROTHERS GARAGE IN THE SOUTHWEST ANGLE, TURN
 BW2325'RIGHT AND GO SOUTHERLY FOR 0.15 MILE TO A FORK, TAKE LEFT
 BW2325'FORK AND GO 1.45 MILES TO A FORK AND A HOUSE IN THE SOUTHWEST
 BW2325'ANGLE, TAKE RIGHT FORK AND GO 1.55 MILES TO A FORK.  TAKE
 BW2325'RIGHT FORK (HOMOCHITTO NATIONAL FOREST ROAD NO. 108) AND
 BW2325'GO 2.90 MILES TO A CROSSROAD, TURN RIGHT AND GO 0.25 MILE
 BW2325'TO THE MARK AND TENANT HOUSE ON THE LEFT.
 BW2325
 BW2325                          STATION RECOVERY (1968)
 BW2325
 BW2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW2325'THE STATION WAS VISITED 9-16-68 AND THE STATION, REFERENCE
 BW2325'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2325'REFERENCE MARK NO. 2 WAS FOUND UPROOTED AND DESTROYED.  IT
 BW2325'WAS PLACED IN THE GROUND STAMPED NO. 3 AND USED AS REFERENCE
 BW2325'MARK NO. 3.  THE AZIMUTH MARK WAS PROJECTING ABOUT 15 INCHES
 BW2325'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BW2325'
 BW2325'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BUDE, AND
 BW2325'4 MILES SOUTH OF EDDICETON ON THE EAST SIDE OF A BLACK TOP
 BW2325'ROAD, IN AN AREA COVERED WITH YOUNG PINE TREES AND UNDERBRUSH.
 BW2325'IT IS 46 FEET EAST OF THE CENTERLINE OF THE BLACK TOP ROAD,
 BW2325'76.5 FEET EAST-NORTHEAST OF A TELEPHONE POLE WEST OF THE
 BW2325'ROAD, 24 FEET EAST OF A FENCE LINE, 224 FEET SOUTH OF THE
 BW2325'PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE WEST OF THE
 BW2325'HIGHWAY AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT
 BW2325'IS A TRIANGULATION STATION DISK, STAMPED DAY 1949, FLUSH
 BW2325'WITH THE GROUND.
 BW2325'
 BW2325'REFERENCE MARK NO. 1 IS 94.94 FEET EAST-SOUTHEAST OF THE
 BW2325'STATION, 140 FEET EAST OF THE CENTERLINE OF THE ROAD, 117
 BW2325'FEET EAST OF THE FENCE LINE, 15 FEET NORTHEAST OF A DIM
 BW2325'WOODS ROAD, AND 1 FOOT SOUTH OF A METAL WITNES POST.  IT
 BW2325'IS A REFERENCE MARK DISK, STAMPED DAY NO 1 1949, PROJECTING
 BW2325'3 INCHES.
 BW2325'
 BW2325'REFERENCE MARK NO. 3 IS 55.18 FEET SOUTH OF THE STATION,
 BW2325'36 FEET EAST OF THE FENCE LINE, NEAR A OLD PICKETT FENCE,
 BW2325'86.5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 59 FEET EAST
 BW2325'OF THE CENTER OF THE HIGHWAY, AND 1 FOOT NORTHWEST OF A
 BW2325'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2325'DAY 1949 NO 3 1968, PROJECTING 3 INCHES.
 BW2325'
 BW2325'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, ABOUT
 BW2325'50 YARDS SOUTH OF A CURVE IN THE HIGHWAY, AT THE EAST EDGE
 BW2325'OF A PASTURE, 26 FEET WEST OF THE CENTER OF THE HIGHWAY,
 BW2325'8.5 FEET EAST OF A FENCE LINE, 89.5 FEET SOUTHWEST OF A
 BW2325'FENCE CORNER ACROSS THE HIGHWAY AND 1 FOOT WEST OF A METAL
 BW2325'WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DAY 1949
 BW2325'PROJECTING 15 INCHES.
 BW2325'
 BW2325'TO REACH THE STATION FROM THE COURTHOUSE IN MEADVILLE, GO
 BW2325'EAST ON U.S. HIGHWAY 84 FOR 3.4 MILES TO THE JUNCTION WITH
 BW2325'STATE HIGHWAY 98, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY
 BW2325'98 FOR 1.4 MILES TO THE BRIDGE OVER HOMOCHITO RIVER, CONTINUE
 BW2325'SOUTHEAST ON STATE HIGHWAY 98 FOR 5.75 MILES TO A CROSSROADS
 BW2325'AT ROSE HILL, TURN LEFT AND GO NORTHEAST FOR 1.3 MILE TO
 BW2325'A T INTERSECTION, TURN RIGHT AND GO 0.15 MILE TO A FORK,
 BW2325'TAKE LEFT FORK AND GO 0.95 MILES TO THE AZIMUTH MARK ON
 BW2325'THE LEFT, CONTINUE NORTHEAST FOR 0.25 MILE TO THE STATION
 BW2325'ON THE RIGHT JUST BEFORE REACHING A HOUSE ON THE LEFT.
 BW2325'
 BW2325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BW2325'SE OF BUDE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1862 ***********************************************************************
 DJ1862  DESIGNATION -  DAY
 DJ1862  PID         -  DJ1862
 DJ1862  STATE/COUNTY-  MS/LOWNDES
 DJ1862  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ1862
 DJ1862                         *CURRENT SURVEY CONTROL
 DJ1862  ___________________________________________________________________
 DJ1862* NAD 83(1993)-  33 23 48.42527(N)    088 26 11.15493(W)     ADJUSTED  
 DJ1862* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 DJ1862  ___________________________________________________________________
 DJ1862  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DJ1862  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DJ1862  HORZ ORDER  -  THIRD
 DJ1862
 DJ1862.The horizontal coordinates were established by classical geodetic methods
 DJ1862.and adjusted by the National Geodetic Survey in May 1994.
 DJ1862
 DJ1862.The orthometric height was scaled from a topographic map.
 DJ1862
 DJ1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1862
 DJ1862.The geoid height was determined by GEOID03.
 DJ1862
 DJ1862;                    North         East     Units Scale Factor Converg.
 DJ1862;SPC MS E     -   432,114.164   336,923.070   MT  0.99996680   +0 13 06.5
 DJ1862;SPC MS E     - 1,417,694.55  1,105,388.44   sFT  0.99996680   +0 13 06.5
 DJ1862;SPC AL W     -   377,008.012   512,885.503   MT  1.00002686   -0 30 55.7
 DJ1862;UTM  16      - 3,696,197.791   366,412.795   MT  0.99982002   -0 47 26.8
 DJ1862
 DJ1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1862!SPC MS E     -   0.99999693  x   0.99996680  =   0.99996373
 DJ1862!SPC AL W     -   0.99999693  x   1.00002686  =   1.00002379
 DJ1862!UTM  16      -   0.99999693  x   0.99982002  =   0.99981695
 DJ1862
 DJ1862|---------------------------------------------------------------------|
 DJ1862| PID    Reference Object                     Distance      Geod. Az  |
 DJ1862|                                                           dddmmss.s |
 DJ1862| CF9540 DAY RM 2                             17.702 METERS 01232     |
 DJ1862| DJ0585 W 15 19                              23.270 METERS 02516     |
 DJ1862| CF9538 DAY AZ MK                                          0693232.7 |
 DJ1862| CF9539 DAY RM 1                             27.610 METERS 22127     |
 DJ1862|---------------------------------------------------------------------|
 DJ1862
 DJ1862                          SUPERSEDED SURVEY CONTROL
 DJ1862
 DJ1862  NAD 83(1993)-  33 23 48.42666(N)    088 26 11.15763(W) AD(       ) 3
 DJ1862  NAD 83(1986)-  33 23 48.43308(N)    088 26 11.15545(W) AD(       ) 3
 DJ1862  NAD 27      -  33 23 48.00400(N)    088 26 11.00100(W) AD(       ) 3
 DJ1862
 DJ1862.Superseded values are not recommended for survey control.
 DJ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1862.See file dsdata.txt to determine how the superseded data were derived.
 DJ1862
 DJ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB6641396198(NAD 83)
 DJ1862_MARKER: DS = TRIANGULATION STATION DISK
 DJ1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1862
 DJ1862  HISTORY     - Date     Condition        Report By
 DJ1862  HISTORY     - 1955     MONUMENTED       CGS
 DJ1862  HISTORY     - 1963     GOOD             MSHD
 DJ1862  HISTORY     - 1963     GOOD             CGS
 DJ1862  HISTORY     - 1974     MARK NOT FOUND   MSSU
 DJ1862
 DJ1862                          STATION DESCRIPTION
 DJ1862
 DJ1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1862'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF COLUMBUS AND IS
 DJ1862'ON PROPERTY OWNED BY C.C. DAY.  IT IS 35 FEET EAST OF THE CENTER
 DJ1862'OF A GRAVEL ROAD, 28 FEET NORTHEAST OF A 48 INCH OAK TREE AND
 DJ1862'12 FEET EAST OF A FENCE LINE AND A WHITE WITNESS POST.  THE MARK
 DJ1862'IS FLUSH AND THE DISK IS STAMPED DAY 1955.
 DJ1862'
 DJ1862'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF THE ROAD
 DJ1862'AND 8 FEET EAST OF A 4 INCH TRIPLE OAK TREE.  THE MARK PROJECTS
 DJ1862'2 INCHES AND THE DISK IS STAMPED DAY NO 1 1955.
 DJ1862'
 DJ1862'W 15-19 (USED) WAS USED AS A REFERENCE MARK.  IT IS 70 FEET EAST
 DJ1862'OF THE CENTER OF THE ROAD, 47 FEET EAST OF A FENCE LINE AND 2
 DJ1862'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS A 4 X 4 INCH
 DJ1862'CONCRETE POST PROJECTING 4 INCHES WITH A U.S. ENGINEER DEPARTMENT
 DJ1862'DISK IN THE TOP STAMPED B M W 15-19.
 DJ1862'
 DJ1862'AZIMUTH MARK IS 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 DJ1862'LARGE TOOL SHED, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 DJ1862'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DJ1862'DAY 1955.
 DJ1862'
 DJ1862'M-40 (USED) IS 50 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 35
 DJ1862'FEET SOUTHEAST OF A 24 INCH OAK TREE AND 25 FEET EAST OF A FENCE
 DJ1862'LINE.  THE MARK IS A 4 X 4 INCH CONCRETE POST PROJECTING 4 INCHES
 DJ1862'WITH A U.S. ENGINEER DEPARTMENT DISK IN THE TOP STAMPED TRA STA.
 DJ1862'M-40 1937.
 DJ1862'
 DJ1862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 82
 DJ1862'IN COLUMBUS, GO WEST ON HIGHWAYS 45 AND 82 FOR 0.65 MILE TO A
 DJ1862'FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON GRAVEL ROAD FOR 2.2
 DJ1862'MILES TO A FORK.  TAKE LEFT FORK AND GO SOUTH ON GRAVEL ROAD FOR
 DJ1862'4.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 DJ1862'
 DJ1862'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ACROSS
 DJ1862'PASTURE ON DIM FARM ROAD FOR 0.2 MILE TO THE AZIMUTH AS DESCRIBED.
 DJ1862'
 DJ1862'TO REACH M-40 (USED) FROM THE STATION GO SOUTH ON THE GRAVEL ROAD
 DJ1862'FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DJ1862'
 DJ1862'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1862
 DJ1862                          STATION RECOVERY (1963)
 DJ1862
 DJ1862'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1862'THE STATION WAS VISITED 3/19/63 AND THE STATION, RM 1 AND
 DJ1862'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM 2 HAD BEEN
 DJ1862'DESTROYED.  THE DESCRIPTION IS ADEQUATE.
 DJ1862'
 DJ1862'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH
 DJ1862'SQUARE CONCRETE POST.  STATION DISK IS STAMPED DAY 1955 AND IS
 DJ1862'FLUSH WITH THE GROUND SURFACE.
 DJ1862'
 DJ1862'RM 1 IS STAMPED DAY NO 1 1955 AND PROJECTS 2 INCHES.
 DJ1862'
 DJ1862'RM 2 IS W 15-19 (U.S.E.) WAS FOUND DESTROYED BUT THE DISK COULD
 DJ1862'NOT BE LOCATED.
 DJ1862'
 DJ1862'AZIMUTH MARK IS 80 FEET SOUTHEAST OF A POWER LINE POLE, 48 FEET
 DJ1862'SOUTH OF THE CENTER OF A GRAVEL ROAD, 46 FEET EAST OF A POWER
 DJ1862'POLE, IS STAMPED DAY 1955 AND FLUSH.
 DJ1862
 DJ1862                          STATION RECOVERY (1963)
 DJ1862
 DJ1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1862'THE STATION WAS VISITED 4-23-63 AND THE STATION MARK, AZIMUTH
 DJ1862'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 DJ1862'W-15-19 (USE) WAS FOUND DESTROYED WITH THE TOP PORTION OF THE
 DJ1862'MONUMENT BROKEN OFF AND THE LOWER PORTION IN THE GROUND.  M-40
 DJ1862'(USE) WAS NOT FOUND AT THIS DATE AND HAS PROBABLY WAS DESTROYED
 DJ1862'DURING CULTIVATION OF THE FIELD.  REFERENCE MARK NO. 2 WAS
 DJ1862'ESTABLISHED AT THIS DATE.  THE AREA OCCUPIED BY THE STATION
 DJ1862'MARK HAS RECENTLY BEEN PLANTED IN YOUNG PINE TREES.  A NEW
 DJ1862'DESCRIPTION FOLLOWS-
 DJ1862'
 DJ1862'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF COLUMBUS, NEAR
 DJ1862'THE JUNCTION OF A GRAVELED ROAD LEADING EAST OF A NORTH-SOUTH
 DJ1862'ROAD, IT IS IN AN OPEN PASTURE LAND PLANTED IN YOUNG PINE TREES,
 DJ1862'37 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD, 258 FEET SOUTH OF
 DJ1862'THE CENTERLINE OF THE GRAVELED ROAD LEADING EAST, 73 FEET SOUTH
 DJ1862'OF THE CENTER OF A FARM ROAD LEADING EAST TO THE BUILDINGS, 12
 DJ1862'FEET EAST OF A RIGHT-OF-WAY FENCE LINE, 28 FEET NORTHEAST OF A
 DJ1862'3-FOOT HACKBERRY TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 DJ1862'IT IS A STANDARD DISK, STAMPED, DAY 1955, FLUSH WITH THE
 DJ1862'GROUND.
 DJ1862'
 DJ1862'REFERENCE MARK NO. 1 IS 90.58 FEET SOUTHWEST OF THE STATION, 26
 DJ1862'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 62 FEET SOUTHWEST
 DJ1862'OF A 2-FOOT HACKBERRY TREE, 49.5 FEET WEST-NORTHWEST OF A 2-FOOT
 DJ1862'HACKBERRY TREE, AND 1.5 FEET WEST OF A METAL WITNESS POST.  IT
 DJ1862'IS A STANDARD DISK, STAMPED DAY NO 1 1955, FLUSH WITH THE GROUND.
 DJ1862'
 DJ1862'REFERENCE MARK NO. 2 IS 58.08 FEET NORTH-NORTHEAST OF THE STATION,
 DJ1862'50 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 26
 DJ1862'FEET EAST OF A FENCE LINE, 200 FEET SOUTH OF THE CENTER OF THE
 DJ1862'GRAVELED ROAD LEADING EAST, 24 FEET SOUTH OF THE CENTER OF THE
 DJ1862'FIELD ROAD, 2 FEET NORTHWEST OF A SIGN AND POST TREE FARM AND
 DJ1862'27.5 FEET SOUTHEAST OF THE SOUTH END OF A METAL GATE.  IT IS A
 DJ1862'STANDARD DISK, STAMPED DAY NO 2 1955, PROJECTING 4 INCHES.
 DJ1862'
 DJ1862'THE AZIMUTH MARK IS 0.2 MILE EAST-NORTHEAST OF THE STATION NEAR
 DJ1862'SOME OLD ABANDONDED BUILDINGS, 77 FEET NORTHEAST OF THE NORTHEAST
 DJ1862'CORNER OF A TOOL SHED, 80 FEET SOUTHEAST OF A POWER POLE, 48 FEET
 DJ1862'SOUTH OF THE CENTER OF THE GRAVELED ROAD LEADING EAST, 46 FEET
 DJ1862'EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE LINE AND 2 FEET
 DJ1862'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DJ1862'DAY 1955, FLUSH WITH THE GROUND.
 DJ1862'
 DJ1862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND 82
 DJ1862'IN COLUMBUS, GO SOUTH ON U.S. 82 AND 45 FOR 0.65 MILE TO A FORK,
 DJ1862'TAKE LEFT FORK AND GO SOUTHWEST FOR 2.2 MILES TO A FORK, TAKE
 DJ1862'LEFT FORK AND GO 4.8 MILES TO A SIDE ROAD LEFT AND THE STATION
 DJ1862'IS THE SOUTHEAST ANGLE.  TO REACH THE AZIMUTH MARK GO EAST ON
 DJ1862'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 DJ1862'DESCRIBED.
 DJ1862
 DJ1862                          STATION RECOVERY (1974)
 DJ1862
 DJ1862'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (BC)
 DJ1862'DAY 1955 (STA) NOT FOUND - BELIEVED DESTROYED BY GRAVEL PIT.
 DJ1862'
 DJ1862'DAY NO 1 1955 RECOVERED GOOD.
 DJ1862'
 DJ1862'DAY NO 2 1955 NOT FOUND - BELIEVED DESTROYED BY GRAVEL PIT.
 DJ1862'
 DJ1862'DAY 1955 (AZ MK) RECOVERED GOOD.
 DJ1862'
 DJ1862'M-40 WAS FOUND IN GOOD CONDITION - IT IS 50 FEET EAST OF CENTERLINE
 DJ1862'ROAD, 26 FEET EAST OF FENCE, 65 FEET SE OF 36 INCH OAK, PROJECTING
 DJ1862'4 INCHES IN A DENSE PINE THICKET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2517 ***********************************************************************
 BH2517  DESIGNATION -  DAY
 BH2517  PID         -  BH2517
 BH2517  STATE/COUNTY-  MS/PERRY
 BH2517  USGS QUAD   -  BARBARA (1982)
 BH2517
 BH2517                         *CURRENT SURVEY CONTROL
 BH2517  ___________________________________________________________________
 BH2517* NAD 83(1993)-  30 54 39.81222(N)    088 52 41.38017(W)     ADJUSTED  
 BH2517* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 BH2517  ___________________________________________________________________
 BH2517  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BH2517  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH2517  HORZ ORDER  -  FIRST
 BH2517
 BH2517.The horizontal coordinates were established by classical geodetic methods
 BH2517.and adjusted by the National Geodetic Survey in May 1994.
 BH2517
 BH2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2517
 BH2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2517
 BH2517.The geoid height was determined by GEOID03.
 BH2517
 BH2517;                    North         East     Units Scale Factor Converg.
 BH2517;SPC MS E     -   156,417.309   295,714.997   MT  0.99995023   -0 01 22.9
 BH2517;SPC MS E     -   513,179.12    970,191.62   sFT  0.99995023   -0 01 22.9
 BH2517;UTM  16      - 3,421,256.620   320,517.862   MT  0.99999738   -0 57 54.3
 BH2517
 BH2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2517!SPC MS E     -   0.99999297  x   0.99995023  =   0.99994320
 BH2517!UTM  16      -   0.99999297  x   0.99999738  =   0.99999035
 BH2517
 BH2517|---------------------------------------------------------------------|
 BH2517| PID    Reference Object                     Distance      Geod. Az  |
 BH2517|                                                           dddmmss.s |
 BH2517| DD7818 DAY RM 2                             29.500 METERS 00906     |
 BH2517| DD7817 DAY RM 1                             29.770 METERS 11637     |
 BH2517| BH2510 BENNDALE STATE FOREST LOT           APPROX. 8.0 KM 1242057.3 |
 BH2517| DD7816 DAY AZ MK                                          2785059.1 |
 BH2517|---------------------------------------------------------------------|
 BH2517
 BH2517                          SUPERSEDED SURVEY CONTROL
 BH2517
 BH2517  NAD 83(1993)-  30 54 39.82910(N)    088 52 41.37925(W) AD(       ) 1
 BH2517  NAD 83(1986)-  30 54 39.82988(N)    088 52 41.37953(W) AD(       ) 1
 BH2517  NAD 27      -  30 54 39.15733(N)    088 52 41.22681(W) AD(       ) 1
 BH2517  NGVD 29 (07/19/86)   73.2    (m)          240.     (f) VERT ANG    3  
 BH2517
 BH2517.Superseded values are not recommended for survey control.
 BH2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2517.See file dsdata.txt to determine how the superseded data were derived.
 BH2517
 BH2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2051821257(NAD 83)
 BH2517_MARKER: DS = TRIANGULATION STATION DISK
 BH2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2517
 BH2517  HISTORY     - Date     Condition        Report By
 BH2517  HISTORY     - 1964     MONUMENTED       CGS
 BH2517  HISTORY     - 1971     GOOD             MSHD
 BH2517
 BH2517                          STATION DESCRIPTION
 BH2517
 BH2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH2517'STATION IS LOCATED ON A HIGH RIDGE WHICH IS COVERED WITH
 BH2517'TIMBER, ABOUT 15-1/2 MILES EAST-NORTHEAST OF WIGGINS,
 BH2517'17-1/2 MILES WEST OF LUCEDALE, 5-1/2 MILES NORTHWEST
 BH2517'OF THE SMALL SETTLEMENT OF BENNDALE, AT THE SOUTH EDGE OF THE
 BH2517'DESOTO NATIONAL FOREST AND ON THE SOUTH SIDE OF A SURFACED ROAD.
 BH2517'
 BH2517'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 26
 BH2517'AND 57 WHICH IS IN THE SMALL SETTLEMENT OF BENNDALE.  GO
 BH2517'NORTHERLY ON STATE HIGHWAY 57 FOR 0.25 MILE.  TURN LEFT AND GO
 BH2517'NORTHWESTERLY AND WEST, ON A SURFACED ROAD FOR 5.8 MILES TO A
 BH2517'SMALL WOOD BRIDGE.  CONTINUE STRAIGHT AHEAD, ON THE SURFACED
 BH2517'ROAD FOR 0.65 MILE TO THE TOP OF A RIDGE, A TRIANGULAR BLAZED
 BH2517'PINE TREE AND STATION MARK ON THE LEFT, SOUTH SIDE OF THE
 BH2517'ROAD.  CONTINUE STRAIGHT AHEAD, ON THE SURFACED ROAD FOR 0.3
 BH2517'MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.
 BH2517'
 BH2517'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE
 BH2517'CONCRETE MONUMENTS.
 BH2517'
 BH2517'STATION MARK DISK IS STAMPED DAY 1964 AND MARK IS FLUSH WITH
 BH2517'THE SURFACE OF THE GROUND.  IT IS 53 FEET SOUTH OF THE CENTER
 BH2517'OF THE SURFACED ROAD, 110 FEET EAST OF THE CENTER OF A DIM
 BH2517'WOODS ROAD, 29.5 FEET NORTH-NORTHEAST OF A 6-INCH TRIANGULAR
 BH2517'BLAZED PINE TREE AND 19.0 FEET SOUTH OF A 10-INCH TRIANGULAR
 BH2517'BLAZED PINE TREE.
 BH2517'
 BH2517'REFERENCE MARK NUMBER 1 DISK IS STAMPED DAY NO 1 1964 AND THE
 BH2517'MARK PROJECTS ABOUT 2 INCHES.  IT IS 105.0 FEET SOUTHEAST OF
 BH2517'THE 10-INCH BLAZED PINE TREE AND 88 FEET SOUTH OF THE CENTER
 BH2517'OF THE SURFACED ROAD.
 BH2517'
 BH2517'REFERENCE MARK NUMBER 2 DISK IS STAMPED DAY NO 2 1964 AND
 BH2517'THE MARK PROJECTS ABOUT 3 INCHES.  IT IS 78.0 FEET NORTH OF
 BH2517'THE 10-INCH BLAZED PINE TREE, 43 FEET NORTH OF THE CENTER OF
 BH2517'THE SURFACED ROAD, 22 FEET SOUTH OF A FENCELINE AND 6.5 FEET
 BH2517'SOUTHWEST OF A 14-INCH PINE TREE.
 BH2517'
 BH2517'AZIMUTH MARK DISK IS STAMPED DAY 1964 AND THE MARK PROJECTS
 BH2517'ABOUT 3 INCHES.  IT IS 53.0 FEET SOUTH OF A FENCELINE, 36 FEET
 BH2517'NORTH OF THE CENTER OF THE SURFACED ROAD AND 3.7 FEET NORTHEAST
 BH2517'OF A METAL WITNESS POST WHICH HAS A METAL WITNESS SIGN
 BH2517'ATTACHED.  MARK IS ABOUT 6 FEET HIGHER ELEVATION THAN THE
 BH2517'ELEVATION OF THE SURFACED ROAD.
 BH2517'
 BH2517'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2517
 BH2517                          STATION RECOVERY (1971)
 BH2517
 BH2517'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2517'THE STATION WAS VISITED 10-6-71 AND THE STATION MARK, REFERENCE
 BH2517'MARK, NO 1, NO 2, DAY RMA, AZIMUTH MARK AND WERE FOUND IN
 BH2517'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BH2517'
 BH2517'THE STATION IS LOCATED 15.5 MILES EAST-NORTHEAST OF WIGGINS,
 BH2517'17.5 MILES WEST OF LUCEDALE, 5.3 MILES NORTHWEST OF THE
 BH2517'COMMUNITY OF BENNDALE AT THE SOUTH EDGE OF THE DESOTO NATIONAL
 BH2517'FORREST JUST SOUTH OF THE GEORGE-PERRY COUNTY LINE IN THE
 BH2517'NORTHWEST 1/4 OF SECTION 3, T 2S, R 9W.  IT IS 54 FEET
 BH2517'SOUTH OF THE CENTER OF A BLACK TOP ROAD, 115 FEET EAST OF THE
 BH2517'CENTER OF A WOODS ROAD, 19 FEET SOUTH OF A TRIANGULAR BLAZED
 BH2517'10 IN PINE, 47 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 14
 BH2517'IN PINE AND 5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BH2517'
 BH2517'IT IS A TRIANGULATION DISK, STAMPED DAY 1964 FLUSH INCHES TO
 BH2517'THE GROUND.
 BH2517'
 BH2517'REFERENCE MARK NO 1 IS 97.68 FEET SOUTHEAST OF THE STATION.  IT
 BH2517'IS 88 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 64 FEET
 BH2517'SOUTHEAST OF A BLAZED 14 IN PINE AND 1 FOOT SOUTH OF A METAL
 BH2517'WITNESS POST.  IT IS A REFERENCE DISK, STAMPED DAY NO 1 1964,
 BH2517'PROJECTING 2 INCHES.
 BH2517'
 BH2517'REFERENCE MARK NO 2 IS 96.79 FEET NORTH OF THE STATION.  IT
 BH2517'IS 42 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 22 FEET
 BH2517'SOUTH OF A FENCE, 6 FEET SOUTHWEST OF A 12 IN BLAZED PINE
 BH2517'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BH2517'
 BH2517'DAY RMA IS 80.88 FEET BY TRAVERSE CONNECTION SOUTHWEST OF
 BH2517'THE STATION.  IT IS 122 FEET SOUTH OF THE CENTER OF A BLACK
 BH2517'TOP ROAD, 65 FEET EAST OF THE CENTER OF A WOODS ROAD AND 5 FEET
 BH2517'NORTHWEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION DISK
 BH2517'STAMPED DAY RMA 1964 PROJECTING 3 INCHES.
 BH2517'
 BH2517'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 156.78 FEET.
 BH2517'
 BH2517'THE AZIMUTH MARK IS 0.3 MILES WEST OF THE STATION.  IT IS 33
 BH2517'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 53 FEET SOUTH OF
 BH2517'A FENCE, 15 FEET EAST OF THE PROJECTED CENTER OF A WOODS ROAD,
 BH2517'4 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE
 BH2517'THE LEVEL OF THE ROAD.  (NOTE) A SMALL AMOUNT OF CLEARING WILL
 BH2517'BE REQUIRED FOR THE STATION TO BE VISIBLE.  IT IS A STANDARD
 BH2517'AZIMUTH MARK DISK, STAMPED DAY 1964, PROJECTING 2 INCHES.
 BH2517'
 BH2517'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE
 BH2517'GO WEST ON U.S. HWY. 98 FOR 0.25 MILES TO THE JUNCTION OF STATE
 BH2517'HWY. 26.  TURN LEFT AND CONTINUE SOUTH AND WEST ON STATE HWY.
 BH2517'26 FOR 14.6 MILES TO THE INTERSECTION OF STATE HWY. 57
 BH2517'IN BENNDALE.  CONTINUE WEST ON STATE HWY. 26 FOR 2.3 MILES TO
 BH2517'A CROSSROAD.  TURN RIGHT AND CONTINUE WEST ON A BLACK TOP ROAD
 BH2517'FOR 1 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING A
 BH2517'WOODS ROAD, CONTINUE WEST ON A BLACK TOP ROAD FOR 0.3 MILES TO
 BH2517'THE TOP OF A HILL AND THE AZIMUTH IS ON THE RIGHT.
 BH2517'
 BH2517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2517'15.5 MILES EAST-NORTHEAST OF WIGGINS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1741 ***********************************************************************
 EG1741  DESIGNATION -  DAY
 EG1741  PID         -  EG1741
 EG1741  STATE/COUNTY-  MS/LAFAYETTE
 EG1741  USGS QUAD   -  PARIS (1972)
 EG1741
 EG1741                         *CURRENT SURVEY CONTROL
 EG1741  ___________________________________________________________________
 EG1741* NAD 83(1993)-  34 10 52.49759(N)    089 24 08.23557(W)     ADJUSTED  
 EG1741* NAVD 88     -       181.43   (+/-2cm)     595.2    (feet)  VERTCON   
 EG1741  ___________________________________________________________________
 EG1741  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EG1741  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EG1741  HORZ ORDER  -  FIRST
 EG1741  VERT ORDER  -  THIRD ? (See Below)
 EG1741
 EG1741.The horizontal coordinates were established by classical geodetic methods
 EG1741.and adjusted by the National Geodetic Survey in May 1994.
 EG1741
 EG1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1741.The vertical order pertains to the NGVD 29 superseded value.
 EG1741
 EG1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1741
 EG1741.The geoid height was determined by GEOID03.
 EG1741
 EG1741;                    North         East     Units Scale Factor Converg.
 EG1741;SPC MS E     -   519,197.422   247,551.480   MT  0.99998390   -0 19 10.8
 EG1741;SPC MS E     - 1,703,400.21    812,175.15   sFT  0.99998390   -0 19 10.8
 EG1741;SPC MS W     -   519,442.917   785,828.452   MT  1.00004077   +0 31 23.2
 EG1741;SPC MS W     - 1,704,205.64  2,578,172.18   sFT  1.00004077   +0 31 23.2
 EG1741;UTM  16      - 3,784,861.333   278,602.120   MT  1.00020426   -1 21 00.7
 EG1741
 EG1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1741!SPC MS E     -   0.99997573  x   0.99998390  =   0.99995963
 EG1741!SPC MS W     -   0.99997573  x   1.00004077  =   1.00001650
 EG1741!UTM  16      -   0.99997573  x   1.00020426  =   1.00017999
 EG1741
 EG1741:                Primary Azimuth Mark                     Grid Az
 EG1741:SPC MS E     -  LIVINGSTON                               005 23 57.6
 EG1741:SPC MS W     -  LIVINGSTON                               004 33 23.6
 EG1741:UTM  16      -  LIVINGSTON                               006 25 47.5
 EG1741
 EG1741|---------------------------------------------------------------------|
 EG1741| PID    Reference Object                     Distance      Geod. Az  |
 EG1741|                                                           dddmmss.s |
 EG1741| EG1749 LIVINGSTON                          APPROX.13.9 KM 0050446.8 |
 EG1741| CG3905 DAY RM 1                             33.833 METERS 22401     |
 EG1741| CG3906 DAY RM 2                             34.884 METERS 31130     |
 EG1741| CG3904 DAY AZ MK                                          3561559.5 |
 EG1741|---------------------------------------------------------------------|
 EG1741
 EG1741                          SUPERSEDED SURVEY CONTROL
 EG1741
 EG1741  NAD 83(1986)-  34 10 52.50894(N)    089 24 08.23307(W) AD(       ) 1
 EG1741  NAD 27      -  34 10 52.11367(N)    089 24 07.95503(W) AD(       ) 1
 EG1741  NGVD 29 (07/19/86)  181.39   (m)          595.1    (f) LEVELING    3  
 EG1741
 EG1741.Superseded values are not recommended for survey control.
 EG1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1741.See file dsdata.txt to determine how the superseded data were derived.
 EG1741
 EG1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC7860284861(NAD 83)
 EG1741_MARKER: DS = TRIANGULATION STATION DISK
 EG1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1741
 EG1741  HISTORY     - Date     Condition        Report By
 EG1741  HISTORY     - 1934     MONUMENTED       CGS
 EG1741  HISTORY     - 1967     GOOD             CGS
 EG1741  HISTORY     - 1977     MARK NOT FOUND   NGS
 EG1741
 EG1741                          STATION DESCRIPTION
 EG1741
 EG1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1741'ABOUT 14.25 MILES SOUTH-SOUTHEAST OF OXFORD, 12 MILES SOUTHWEST OF
 EG1741'LAFAYETTE SPRINGS,
 EG1741'ON PROPERTY OWNED BY DAY AND DAY, LAND DEVELOPERS,
 EG1741'ON THE HIGHEST POINT AND NEAR THE
 EG1741'EASTERN END OF A SMALL WOODED HILL,
 EG1741'26 FEET EAST OF A 24-INCH PINE, AND 45.5 FEET
 EG1741'SOUTHEAST OF ANOTHER
 EG1741'24-INCH PINE WITH TRIANGULAR BLAZES.
 EG1741'
 EG1741'TO REACH FROM THE RAILROAD STATION IN WATER VALLEY, GO EAST ON GRAVEL
 EG1741'ROAD ACROSS
 EG1741'RAILROAD TRACKS AND PROCEED 2.1 MILES TO FORKS, TAKE LEFT
 EG1741'FORK AND GO 7.25 MILES TO ROAD
 EG1741'INTERSECTION, KEEP STRAIGHT AHEAD 1.5
 EG1741'MILES TO POST OFFICE IN PARIS, CONTINUE 0.2 MILE
 EG1741'TO FORKS, TAKE RIGHT
 EG1741'FORK AND FOLLOW 1.0 MILE TO A T-ROAD RIGHT, KEEP STRAIGHT AHEAD FOR
 EG1741'2.6 MILES TO
 EG1741'ROAD INTERSECTION, TURN RIGHT ON OLD WOODS-ROAD AND
 EG1741'CONTINUE UP HILL 0.05 MILE TO STATION.
 EG1741'
 EG1741'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1741'DISKS SET IN CONCRETE.
 EG1741'
 EG1741'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, ON A SLOPE OF HILL,
 EG1741'27 FEET NORTHWEST
 EG1741'OF A 12-INCH RED OAK.
 EG1741'
 EG1741'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION IN A SMALL CLEARED
 EG1741'AREA ON THE SLOPE OF HILL.
 EG1741'
 EG1741'AZIMUTH MARK IS NORTH OF THE STATION ON BANK OF ROAD, ABOUT 30 FEET
 EG1741'EAST OF
 EG1741'NORTH-SOUTH ROAD, 110 FEET NORTH-NORTHWEST OF ROAD
 EG1741'INTERSECTION, AND 25 FEET
 EG1741'SOUTH OF A 20-INCH PINE.
 EG1741'
 EG1741'A 103-FOOT TOWER IS NECESSARY TO CLEAR LINE TO STATION DUKE.
 EG1741'
 EG1741'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 EG1741
 EG1741                          STATION RECOVERY (1967)
 EG1741
 EG1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1741'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 EG1741'AND FOUND IN GOOD
 EG1741'CONDITION.  THE DIRECTION TO RM NO 1 AND 2 CHECKED.
 EG1741'THE DISTANCE TO RM NO 2 CHECKED BUT
 EG1741'THE DISTANCE TO RM NO 1 WAS FOUND
 EG1741'TO BE 0.34 FOOT SHORTER THAN THE 1934 MEASUREMENT.  A
 EG1741'DIFFERENCE OF 19
 EG1741'SECONDS WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.
 EG1741'
 EG1741'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 EG1741'
 EG1741'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTHEAST OF OXFORD, 13.5
 EG1741'MILES EAST OF
 EG1741'WATER VALLEY, 7 MILES NORTH OF BANNER AND ON PROPERTY
 EG1741'OWNED BY GEORGIA PACIFIC LAND COMPANY.
 EG1741'
 EG1741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 7 AT
 EG1741'THE SOUTH EDGE OF
 EG1741'OXFORD, GO SOUTH ON HIGHWAY 7 FOR 6.5 MILES TO THE
 EG1741'JUNCTION OF STATE HIGHWAY 9W.  KEEP
 EG1741'LEFT AND CONTINUE SOUTH ON
 EG1741'HIGHWAY 9W FOR 7.0 MILES TO THE JUNCTION OF STATE
 EG1741'HIGHWAY 315.  TURN
 EG1741'LEFT AND GO EAST ON A PAVED ROAD FOR 0.4 MILE TO A FORK.  TAKE THE
 EG1741'RIGHT FORK AND GO
 EG1741'EAST AND SOUTHEAST ON A PAVED ROAD FOR 0.85 MILE TO
 EG1741'THE END OF PAVEMENT.  CONTINUE EAST
 EG1741'AND NORTHEAST ON A GRAVELED ROAD
 EG1741'FOR 2.8 MILES TO A SIDE ROAD LEFT AND THE STATION ON
 EG1741'THE RIGHT ATOP A
 EG1741'HIGH CUT BANK.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT
 EG1741'AND GO NORTH ON A
 EG1741'GRAVELED ROAD FOR ABOUT 200 FEET TO THE MARK ON THE RIGHT.)
 EG1741'
 EG1741'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 EG1741'
 EG1741'STATION MARK, STAMPED DAY 1934 PROJECTS 3 INCHES.  IT IS 132 FEET
 EG1741'SOUTH OF THE
 EG1741'CENTER OF THE GRAVELED ROAD, 44 FEET NORTH OF THE CENTER
 EG1741'OF A WOODS ROAD, 18 FEET
 EG1741'SOUTHWEST OF AN 18-INCH PINE TREE WITH A
 EG1741'TRIANGLE BLAZED ON THE WEST SIDE AND 2.2
 EG1741'FEET WEST OF A METAL WITNESS POST.
 EG1741'
 EG1741'RM NO 1, STAMPED DAY NO 1 1934 PROJECTS 2 INCHES.  IT IS 30 FEET
 EG1741'SOUTHWEST OF A 14-INCH OAK TREE, 18 FEET SOUTH OF THE CENTER OF THE
 EG1741'WOODS ROAD AND 1.7
 EG1741'FEET EAST OF A METAL WITNESS POST.
 EG1741'
 EG1741'RM NO 2, STAMPED DAY NO 2 1934 PROJECTS 4 INCHES.  IT IS 109 FEET
 EG1741'SOUTHWEST OF THE
 EG1741'INTERSECTION OF THE TWO GRAVELED ROADS, 68 FEET
 EG1741'SOUTH OF THE CENTER OF THE GRAVELED
 EG1741'ROAD AND 1.3 FEET SOUTHEAST OF A
 EG1741'METAL WITNESS POST.
 EG1741'
 EG1741'AZIMUTH MARK, STAMPED DAY AZI 1934 PROJECTS 10 INCHES.  IT IS 207
 EG1741'FEET NORTH OF THE
 EG1741'INTERSECTION OF THE TWO GRAVELED ROADS, 31 FEET
 EG1741'EAST OF THE CENTER OF A GRAVELED
 EG1741'ROAD AND 1.2 FEET WEST OF A METAL
 EG1741'WITNESS POST.
 EG1741'
 EG1741'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1741
 EG1741                          STATION RECOVERY (1977)
 EG1741
 EG1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EG1741'THE STATION SITE WAS VISITED 2-4-77 AND THE STATION HAS BEEN
 EG1741'DESTROYED.  THE ONLY MARKS REMAINING WERE REFERENCE MARK NO 2 AND
 EG1741'THE AZIMUTH MARK.  THE LOCATION OF THE STATION MARK HAS BEEN GRADED
 EG1741'OFF ABOUT 10 FEET AND NO EVIDENCE OF THE STATION COULD BE FOUND.
 EG1741'REFERENCE MARK NO 1 MONUMENT WAS FOUND OUT OF THE GROUND AND
 EG1741'ABOUT 200 FEET FROM ITS ORIGINAL POSITION.
 EG1741'
 EG1741'REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE LEFT INTACT AND THE
 EG1741'PREVIOUS DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THESE MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2518 ***********************************************************************
 BH2518  DESIGNATION -  DAY RM A 1964
 BH2518  PID         -  BH2518
 BH2518  STATE/COUNTY-  MS/PERRY
 BH2518  USGS QUAD   -  BARBARA (1982)
 BH2518
 BH2518                         *CURRENT SURVEY CONTROL
 BH2518  ___________________________________________________________________
 BH2518* NAD 83(1993)-  30 54 39.19088(N)    088 52 41.96552(W)     ADJUSTED  
 BH2518* NAVD 88     -        73.1    (meters)     240.     (feet)  VERTCON   
 BH2518  ___________________________________________________________________
 BH2518  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BH2518  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH2518  HORZ ORDER  -  FIRST
 BH2518
 BH2518.The horizontal coordinates were established by classical geodetic methods
 BH2518.and adjusted by the National Geodetic Survey in May 1994.
 BH2518
 BH2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2518
 BH2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2518
 BH2518.The geoid height was determined by GEOID03.
 BH2518
 BH2518;                    North         East     Units Scale Factor Converg.
 BH2518;SPC MS E     -   156,398.181   295,699.447   MT  0.99995023   -0 01 23.2
 BH2518;SPC MS E     -   513,116.37    970,140.60   sFT  0.99995023   -0 01 23.2
 BH2518;UTM  16      - 3,421,237.749   320,501.999   MT  0.99999745   -0 57 54.6
 BH2518
 BH2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2518!SPC MS E     -   0.99999298  x   0.99995023  =   0.99994321
 BH2518!UTM  16      -   0.99999298  x   0.99999745  =   0.99999043
 BH2518
 BH2518|---------------------------------------------------------------------|
 BH2518| PID    Reference Object                     Distance      Geod. Az  |
 BH2518|                                                           dddmmss.s |
 BH2518| BH2517 DAY                                  24.652 METERS 03905     |
 BH2518| BH2510 BENNDALE STATE FOREST LOT           APPROX. 8.0 KM 1241021.4 |
 BH2518| BH2519 DEEP CREEK RM A 1964                APPROX. 3.7 KM 2834329.6 |
 BH2518|---------------------------------------------------------------------|
 BH2518
 BH2518                          SUPERSEDED SURVEY CONTROL
 BH2518
 BH2518  NAD 83(1993)-  30 54 39.20776(N)    088 52 41.96460(W) AD(       ) 1
 BH2518  NAD 83(1986)-  30 54 39.20839(N)    088 52 41.96502(W) AD(       ) 1
 BH2518  NAD 27      -  30 54 38.53597(N)    088 52 41.81213(W) AD(       ) 1
 BH2518  NGVD 29 (07/19/86)   73.1    (m)          240.     (f) VERT ANG    3  
 BH2518
 BH2518.Superseded values are not recommended for survey control.
 BH2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2518.See file dsdata.txt to determine how the superseded data were derived.
 BH2518
 BH2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2050221238(NAD 83)
 BH2518_MARKER: DS = TRIANGULATION STATION DISK
 BH2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2518+STABILITY: SURFACE MOTION
 BH2518
 BH2518  HISTORY     - Date     Condition        Report By
 BH2518  HISTORY     - 1964     MONUMENTED       CGS
 BH2518
 BH2518                          STATION DESCRIPTION
 BH2518
 BH2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH2518'STATION IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION
 BH2518'STATION DAY.  IT IS 118 FEET SOUTH OF THE CENTERLINE OF A
 BH2518'HARD SURFACED ROAD, 60 FEET EAST OF A DIM WOODS ROAD, 50.7
 BH2518'FEET SOUTHWEST OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE
 BH2518'AND 5.1 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BH2518'ATTACHED.  THE MARK IS A STANDARD TRIANGULATION STATION DISK
 BH2518'STAMPED DAY RM A 1964, SET IN THE TOP OF A 10-INCH SQUARE
 BH2518'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BH2518'
 BH2518'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DAY,
 BH2518'THE DISTANCE BEING 80.88 FEET OR 24.652 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1299 ***********************************************************************
 CO1299  DESIGNATION -  DE KALB LOT
 CO1299  PID         -  CO1299
 CO1299  STATE/COUNTY-  MS/KEMPER
 CO1299  USGS QUAD   -  LAUDERDALE NW (1985)
 CO1299
 CO1299                         *CURRENT SURVEY CONTROL
 CO1299  ___________________________________________________________________
 CO1299* NAD 83(1993)-  32 44 51.03546(N)    088 39 14.22327(W)     ADJUSTED  
 CO1299* NAVD 88     -              **(meters)            **(feet)            
 CO1299  ___________________________________________________________________
 CO1299  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CO1299  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CO1299  HORZ ORDER  -  THIRD
 CO1299
 CO1299.The horizontal coordinates were established by classical geodetic methods
 CO1299.and adjusted by the National Geodetic Survey in May 1994.
 CO1299
 CO1299
 CO1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1299
 CO1299.The geoid height was determined by GEOID03.
 CO1299
 CO1299;                    North         East     Units Scale Factor Converg.
 CO1299;SPC MS E     -   360,053.283   316,810.621   MT  0.99995348   +0 05 49.3
 CO1299;SPC MS E     - 1,181,274.81  1,039,402.85   sFT  0.99995348   +0 05 49.3
 CO1299;UTM  16      - 3,624,506.442   345,047.227   MT  0.99989607   -0 53 41.5
 CO1299
 CO1299                          SUPERSEDED SURVEY CONTROL
 CO1299
 CO1299  NAD 83(1993)-  32 44 51.04387(N)    088 39 14.22508(W) AD(       ) 4
 CO1299  NAD 83(1986)-  32 44 51.04654(N)    088 39 14.22600(W) AD(       ) 4
 CO1299  NAD 27      -  32 44 50.56400(N)    088 39 14.05900(W) AD(       ) 3
 CO1299
 CO1299.Superseded values are not recommended for survey control.
 CO1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1299.See file dsdata.txt to determine how the superseded data were derived.
 CO1299
 CO1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4504724506(NAD 83)
 CO1299_MARKER: 57 = LOOKOUT TOWER
 CO1299
 CO1299  HISTORY     - Date     Condition        Report By
 CO1299  HISTORY     - 1955     FIRST OBSERVED   CGS
 CO1299  HISTORY     - 1963     GOOD             MSHD
 CO1299
 CO1299                          STATION DESCRIPTION
 CO1299
 CO1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1299'STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER, LOCATED
 CO1299'ABOUT 1-1/2 MILES SOUTH OF DE KALB AND 0.2 MILES EAST OF STATE
 CO1299'HIGHWAY 39.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 85 FEET
 CO1299'HIGH WITH AN ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 CO1299'
 CO1299'TO REACH THE STATION FROM THE COURTHOUSE IN DEKALB, GO SOUTH
 CO1299'ON STATE HIGHWAY 39 FOR 1.55 MILES TO A DIRT ROAD LEFT.  TURN
 CO1299'LEFT AND GO EAST FOR 0.2 MILE TO THE LOOKOUT TOWER.
 CO1299'
 CO1299'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NEBO.
 CO1299'THE DISTANCE IS 11.1 FEET, 3.38 METERS.
 CO1299
 CO1299                          STATION RECOVERY (1963)
 CO1299
 CO1299'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1299'THE STATION WAS VISITED NOVEMBER 1963 AND FOUND IN GOOD
 CO1299'CONDITION.
 CO1299'
 CO1299'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1286 ***********************************************************************
 CO1286  DESIGNATION -  DE KALB MUNICIPAL TANK
 CO1286  PID         -  CO1286
 CO1286  STATE/COUNTY-  MS/KEMPER
 CO1286  USGS QUAD   -  DE KALB (1982)
 CO1286
 CO1286                         *CURRENT SURVEY CONTROL
 CO1286  ___________________________________________________________________
 CO1286* NAD 83(1993)-  32 46 35.15645(N)    088 39 08.74321(W)     ADJUSTED  
 CO1286* NAVD 88     -              **(meters)            **(feet)            
 CO1286  ___________________________________________________________________
 CO1286  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CO1286  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CO1286  HORZ ORDER  -  THIRD
 CO1286
 CO1286.The horizontal coordinates were established by classical geodetic methods
 CO1286.and adjusted by the National Geodetic Survey in May 1994.
 CO1286
 CO1286
 CO1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1286
 CO1286.The geoid height was determined by GEOID03.
 CO1286
 CO1286;                    North         East     Units Scale Factor Converg.
 CO1286;SPC MS E     -   363,260.883   316,947.795   MT  0.99995354   +0 05 52.6
 CO1286;SPC MS E     - 1,191,798.41  1,039,852.89   sFT  0.99995354   +0 05 52.6
 CO1286;UTM  16      - 3,627,711.000   345,239.919   MT  0.99989533   -0 53 41.1
 CO1286
 CO1286                          SUPERSEDED SURVEY CONTROL
 CO1286
 CO1286  NAD 83(1993)-  32 46 35.16454(N)    088 39 08.74476(W) AD(       ) 4
 CO1286  NAD 83(1986)-  32 46 35.16742(N)    088 39 08.74583(W) AD(       ) 4
 CO1286  NAD 27      -  32 46 34.68900(N)    088 39 08.57800(W) AD(       ) 3
 CO1286
 CO1286.Superseded values are not recommended for survey control.
 CO1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1286.See file dsdata.txt to determine how the superseded data were derived.
 CO1286
 CO1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4524027711(NAD 83)
 CO1286_MARKER: 53 = ELEVATED TANK
 CO1286
 CO1286  HISTORY     - Date     Condition        Report By
 CO1286  HISTORY     - 1955     FIRST OBSERVED   CGS
 CO1286  HISTORY     - 1963     GOOD             MSHD
 CO1286
 CO1286                          STATION DESCRIPTION
 CO1286
 CO1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1286'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 CO1286'MUNICIPAL WATER TANK, LOCATED IN THE NORTH SECTION OF DE KALB,
 CO1286'ABOUT 300 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAYS
 CO1286'16 AND 39.  IT IS A STEEL TANK, ATOP A 4 LEGGED STEEL
 CO1286'TRUSSWORK STRUCTURE.  THE TANK HAS A FLAT CONICAL ROOF, VERTICAL
 CO1286'SIDES AND A DEEP OVAL BOTTOM.  THE TANK AND LEGS ARE PAINTED
 CO1286'SILVER.  THE TOTAL HEIGHT IS ABOUT 125 FEET.
 CO1286
 CO1286                          STATION RECOVERY (1963)
 CO1286
 CO1286'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1286'THE STATION WAS VISITED NOVEMBER 1963 AND FOUND IN GOOD CONDITION.
 CO1286'
 CO1286'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2694 ***********************************************************************
 BH2694  DESIGNATION -  DE LISLE
 BH2694  PID         -  BH2694
 BH2694  STATE/COUNTY-  MS/HARRISON
 BH2694  USGS QUAD   -  VIDALIA (1976)
 BH2694
 BH2694                         *CURRENT SURVEY CONTROL
 BH2694  ___________________________________________________________________
 BH2694* NAD 83(1993)-  30 24 00.71839(N)    089 15 28.12068(W)     ADJUSTED  
 BH2694* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 BH2694  ___________________________________________________________________
 BH2694  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BH2694  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BH2694  HORZ ORDER  -  SECOND
 BH2694
 BH2694.The horizontal coordinates were established by classical geodetic methods
 BH2694.and adjusted by the National Geodetic Survey in May 1994.
 BH2694
 BH2694.The orthometric height was scaled from a topographic map.
 BH2694
 BH2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2694
 BH2694.The geoid height was determined by GEOID03.
 BH2694
 BH2694;                    North         East     Units Scale Factor Converg.
 BH2694;SPC MS E     -    99,860.043   259,210.887   MT  0.99997052   -0 12 53.3
 BH2694;SPC MS E     -   327,624.16    850,427.72   sFT  0.99997052   -0 12 53.3
 BH2694;UTM  16      - 3,365,295.456   283,090.782   MT  1.00018047   -1 08 34.7
 BH2694
 BH2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2694!SPC MS E     -   1.00000077  x   0.99997052  =   0.99997129
 BH2694!UTM  16      -   1.00000077  x   1.00018047  =   1.00018124
 BH2694
 BH2694|---------------------------------------------------------------------|
 BH2694| PID    Reference Object                     Distance      Geod. Az  |
 BH2694|                                                           dddmmss.s |
 BH2694| DD7821 DE LISLE RM 2                        24.752 METERS 00010     |
 BH2694| BH2604 PASS CHRISTIAN MUN TANK             APPROX. 9.4 KM 1742136.1 |
 BH2694| DD7819 DE LISLE AZ MK                                     1992537.2 |
 BH2694| DD7820 DE LISLE RM 1                        24.061 METERS 26025     |
 BH2694|---------------------------------------------------------------------|
 BH2694
 BH2694                          SUPERSEDED SURVEY CONTROL
 BH2694
 BH2694  NAD 83(1986)-  30 24 00.73313(N)    089 15 28.11358(W) AD(       ) 2
 BH2694  NAD 27      -  30 24 00.03000(N)    089 15 27.95300(W) AD(       ) 2
 BH2694
 BH2694.Superseded values are not recommended for survey control.
 BH2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2694.See file dsdata.txt to determine how the superseded data were derived.
 BH2694
 BH2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU8309165295(NAD 83)
 BH2694_MARKER: DS = TRIANGULATION STATION DISK
 BH2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2694+STABILITY: SURFACE MOTION
 BH2694
 BH2694  HISTORY     - Date     Condition        Report By
 BH2694  HISTORY     - 1958     MONUMENTED       CGS
 BH2694  HISTORY     - 1972     GOOD             MSHD
 BH2694  HISTORY     - 19810301 GOOD             MSSU
 BH2694
 BH2694                          STATION DESCRIPTION
 BH2694
 BH2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2694'STATION IS ABOUT 5-1/2 MILES NORTH OF PASS CHRISTIAN, 2 MILES
 BH2694'NORTH-NORTHEAST OF THE VILLAGE OF DE LISLE, IN THE
 BH2694'SOUTHEAST CORNER OF SECTION 26, T 7 S, R 13 W.
 BH2694'
 BH2694'TO REACH FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 90 AT THE
 BH2694'INTERSECTION OF U.S. HIGHWAY 90 AND JEFFERSON DAVIS
 BH2694'AVENUE, IN THE SOUTH EDGE OF LONG BEACH, GO WESTERLY ON U.S. HIGHWAY
 BH2694'90 FOR 4.45 MILES TO NENGE AVENUE, TURN RIGHT,
 BH2694'NORTH ON SURFACED ROAD FOR 2.75 MILES TO A FORK AT CUEVAS SUPER
 BH2694'CENTER STORE ON LEFT, TAKE LEFT FORK AND CONTINUE
 BH2694'NORTHWESTERLY AND WESTERLY ON SURFACED ROAD FOR 3.45 MILES TO A SIDE
 BH2694'ROAD RIGHT, IMMEDIATELY BEYOND THE COMMUNITY
 BH2694'STORE, TURN RIGHT, NORTHERLY ON GRADED ROAD FOR 1.2 MILES TO
 BH2694'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH, FOR 0.3 MILE TO
 BH2694'STATION ON LEFT.
 BH2694'
 BH2694'STATION MARKS ARE STANDARD DISKS, STAMPED DE LISLE 1958.  SURFACE
 BH2694'MARK IS SET IN THE TOP OF A 11 INCH SQUARE
 BH2694'CONCRETE POST PROJECTING 8 INCHES.  IT IS 386 FEET EAST-NORTHEAST OF
 BH2694'THE NORTHEAST CORNER OF A WHITE HOUSE, 243 FEET
 BH2694'NORTH OF DRIVEWAY TO THE HOUSE, 35 FEET WEST OF THE CENTER OF GRADED
 BH2694'ROAD, 33 FEET EAST-SOUTHEAST OF A 12 INCH PINE TREE
 BH2694'WITH TRIANGLE BLAZE ON EAST SIDE.  A 4 BY 4 WHITE WITNESS POST WAS
 BH2694'SET 3 FEET EAST OF THE MARK.  THE UNDERGROUND MARK IS
 BH2694'SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 BH2694'BELOW THE GROUND SURFACE.
 BH2694'
 BH2694'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DE LISLE NO 1 1958, SET
 BH2694'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 BH2694'PROJECTING 2 INCHES.  IT IS 103 FEET WEST OF THE CENTER OF GRADED
 BH2694'ROAD, 76 FEET NORTH OF CENTER OF DRIVEWAY ROAD AND
 BH2694'57 FEET SOUTHWEST OF THE TRIANGLE BLAZED TREE.
 BH2694'
 BH2694'RM 2 IS A STANDARD DISK, STAMPED DE LISLE NO 2 1958, SET IN THE TOP
 BH2694'OF A 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 BH2694'GROUND SURFACE.  IT 207 FEET NORTH-NORTHEAST OF THE DRIVEWAY CENTER,
 BH2694'66 FEET WEST OF THE CENTER OF GRADED ROAD AND 70
 BH2694'FEET NORTH OF THE TRIANGLE BLAZED TREE.
 BH2694'
 BH2694'AZIMUTH MARK IS A STANDARD DISK, STAMPED DE LISLE 1958, SET IN THE
 BH2694'TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING
 BH2694'2
 BH2694'INCHES.  IT IS 150 FEET SOUTH OF A
 BH2694'POWERLINE POLE, 30 FEET EAST OF THE GRADED ROAD CENTER, 12 FEET EAST
 BH2694'OF FENCE CORNER, 1 FOOT NORTH OF EAST-WEST FENCE.  A 4 BY 4 INCH WHITE
 BH2694'WITNESS POST WAS SET 4 FEET WEST OF THE MARK.
 BH2694'
 BH2694'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2694
 BH2694                          STATION RECOVERY (1972)
 BH2694
 BH2694'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2694'THE STATION WAS VISITED 5-30-72 AND THE STATION MARK RM NO 1, RM NO
 BH2694'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2694'
 BH2694'THE STATION IS LOCATED 5.8 MILES NORTH OF PASS CHRISTIAN, 10.5 MILES
 BH2694'EAST OF KILN, 1.8 MILES NORTHEAST OF THE CROSSROAD AT DE LISLE, 0.2
 BH2694'MILES SOUTH OF I-10 IN THE SOUTHEAST 1/4 OF SECTION 26 T 7S, R 13W.
 BH2694'IT IS 35 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 20.5 FEET WEST
 BH2694'OF THE EDGE OF A 4 FOOT BANK, 93.5 FEET SOUTHWEST OF A POWER POLE,
 BH2694'94.5 FEET EAST OF A 14 INCH CEDAR AND 1 FOOT WEST OF A METAL WITNESS
 BH2694'POST.
 BH2694'
 BH2694'IT IS A TRIANGULATION DISK, STAMPED DE LISLE 1958 PROJECTING 4
 BH2694'INCHES.
 BH2694'
 BH2694'REFERENCE MARK NO 1 IS 78.94 FEET WEST OF THE STATION.  IT IS 163 FET
 BH2694'WEST OF THE CENTER OF A GRAVELED ROAD, 33 FEET SOUTHEAST OF A 14
 BH2694'INCH CEDAR AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BH2694'REFERENCE MARK DISK, STAMPED DE LISLE NO 1 1958 PROJECTING 4
 BH2694'INCHES.
 BH2694'
 BH2694'REFERENCE MARK NO 2 IS 81.21 FEET NORTH OF THE STATION.  IT IS 67
 BH2694'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 88 FEET WEST OF A
 BH2694'POWER POLE, 24.5 FEET EAST OF 12 INCH OAK AND 1 FOOT WEST OF A METAL
 BH2694'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED DE LISLE NO 2
 BH2694'1958 FLUSH.
 BH2694'
 BH2694'THE AZIMUTH MARK IS 0.3 MILES SOUTH OF THE STATION.  IT IS 28 FEET
 BH2694'EAST OF THE CENTER OF A GRAVELED ROAD, 11 FEET EAST OF A 4 FOOT
 BH2694'BANK, 7.5 FEET EAST OF A POWER LINE, 148.5 FEET SOUTH OF A POWER POLE
 BH2694'AND 1 FOOT EAST OF A METAL WITNESS POST. THE STATION IS
 BH2694'VISIBLE FROM THE AZIMUTH. IT IS AN AZIMUTH MARK DISK, STAMPED DE
 BH2694'LISLE 1958 FLUSH.
 BH2694'
 BH2694'TO REACH THE STATION FROM THE GULF NATIONAL BANK JUST EAST OF THE
 BH2694'POST OFFICE IN PASS CHRISTIAN GO NORTH ON HENDERSON AVENUE FOR 5.1
 BH2694'MILES TO THE CROSSROAD AT DE LISLE.  TURN RIGHT AND GO EAST ON A
 BH2694'BLACK TOP ROAD FOR 0.35 MILES TO A SIDE ROAD LEFT ON THE WEST SIDE
 BH2694'OF A STORE.  TURN LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 1.3 MILES
 BH2694'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON A GRAVELED ROAD
 BH2694'FOR 0.25 MILES TO THE STATION ON THE LEFT.
 BH2694'
 BH2694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.8 MILES NORTH OF
 BH2694'PASS CHRISTIAN
 BH2694
 BH2694                          STATION RECOVERY (1981)
 BH2694
 BH2694'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH2694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1857 ***********************************************************************
 EG1857  DESIGNATION -  DE SOTO
 EG1857  PID         -  EG1857
 EG1857  STATE/COUNTY-  MS/DE SOTO
 EG1857  USGS QUAD   -  HERNANDO (1982)
 EG1857
 EG1857                         *CURRENT SURVEY CONTROL
 EG1857  ___________________________________________________________________
 EG1857* NAD 83(1993)-  34 49 22.68693(N)    089 59 40.36814(W)     ADJUSTED  
 EG1857* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 EG1857  ___________________________________________________________________
 EG1857  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EG1857  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1857  HORZ ORDER  -  SECOND
 EG1857
 EG1857.The horizontal coordinates were established by classical geodetic methods
 EG1857.and adjusted by the National Geodetic Survey in May 1994.
 EG1857
 EG1857.The orthometric height was scaled from a topographic map.
 EG1857
 EG1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1857
 EG1857.The geoid height was determined by GEOID03.
 EG1857
 EG1857;                    North         East     Units Scale Factor Converg.
 EG1857;SPC MS W     -   590,286.757   730,992.186   MT  0.99996183   +0 11 36.5
 EG1857;SPC MS W     - 1,936,632.47  2,398,263.53   sFT  0.99996183   +0 11 36.5
 EG1857;UTM  16      - 3,857,500.596   226,111.722   MT  1.00052467   -1 42 39.9
 EG1857;UTM  15      - 3,857,530.459   774,886.140   MT  1.00053142   +1 43 02.3
 EG1857
 EG1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1857!SPC MS W     -   0.99998655  x   0.99996183  =   0.99994838
 EG1857!UTM  16      -   0.99998655  x   1.00052467  =   1.00051121
 EG1857!UTM  15      -   0.99998655  x   1.00053142  =   1.00051796
 EG1857
 EG1857:                Primary Azimuth Mark                     Grid Az
 EG1857:SPC MS W     -  NESBITT LOOKOUT TOWER                    005 20 27.4
 EG1857:UTM  16      -  NESBITT LOOKOUT TOWER                    007 14 43.8
 EG1857:UTM  15      -  NESBITT LOOKOUT TOWER                    003 49 01.6
 EG1857
 EG1857|---------------------------------------------------------------------|
 EG1857| PID    Reference Object                     Distance      Geod. Az  |
 EG1857|                                                           dddmmss.s |
 EG1857| EG1863 NESBITT LOOKOUT TOWER               APPROX. 9.1 KM 0053203.9 |
 EG1857| CG3908 DE SOTO RM 1                         26.840 METERS 06627     |
 EG1857| EG1854 LEWISBURG                           APPROX.15.2 KM 0734436.0 |
 EG1857| CG3907 DE SOTO AZ MK                                      0870557.2 |
 EG1857| EG1856 HERNANDO MUNICIPAL TANK             211.860 METERS 09908     |
 EG1857| CG3909 DE SOTO RM 2                         22.462 METERS 19034     |
 EG1857| EG1858 HERNANDO COUNTY CTHSE DOME           21.317 METERS 28746     |
 EG1857| EG1859 AIRWAY BEACON 32                    APPROX. 2.4 KM 3522933.3 |
 EG1857|---------------------------------------------------------------------|
 EG1857
 EG1857                          SUPERSEDED SURVEY CONTROL
 EG1857
 EG1857  NAD 83(1986)-  34 49 22.69737(N)    089 59 40.36867(W) AD(       ) 2
 EG1857  NAD 27      -  34 49 22.34200(N)    089 59 40.04200(W) AD(       ) 2
 EG1857
 EG1857.Superseded values are not recommended for survey control.
 EG1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1857.See file dsdata.txt to determine how the superseded data were derived.
 EG1857
 EG1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2611257501(NAD 83)
 EG1857_MARKER: DS = TRIANGULATION STATION DISK
 EG1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1857+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 EG1857
 EG1857  HISTORY     - Date     Condition        Report By
 EG1857  HISTORY     - 1956     MONUMENTED       CGS
 EG1857  HISTORY     - 1966     GOOD             MSHD
 EG1857  HISTORY     - 1970     GOOD             NGS
 EG1857  HISTORY     - 20020129 GOOD             INDIV
 EG1857  HISTORY     - 20051126 GOOD             MSSU
 EG1857  HISTORY     - 20080421 GOOD             MSDOT
 EG1857
 EG1857                          STATION DESCRIPTION
 EG1857
 EG1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1857'STATION IS LOCATED IN THE COURTHOUSE LAWN IN HERNANDO.
 EG1857'
 EG1857'STATION MARK, A STANDARD DISK, STAMPED DE SOTO 1956, SET IN THE TOP
 EG1857'OF A CONCRETE
 EG1857'MONUMENT WHICH IS LEVEL WITH THE GROUND.  IT IS 42 FEET
 EG1857'EAST-SOUTHEAST OF THE EAST
 EG1857'ENTRANCE DOOR OF THE COURTHOUSE, 18 FEET
 EG1857'SOUTH OF THE SOUTH EDGE OF SIDEWALK AND 14
 EG1857'FEET EAST OF THE EAST EDGE
 EG1857'OF SIDEWALK.
 EG1857'
 EG1857'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED DE SOTO NO 1 1956, SET
 EG1857'IN THE TOP OF A CONCRETE
 EG1857'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 48 FEET WEST
 EG1857'OF THE CENTER LINE OF U S
 EG1857'HIGHWAY 51 AND 10 FEET WEST OF THE EAST
 EG1857'EDGE OF CURB.
 EG1857'
 EG1857'REFERENCE MARK NO 2, A STANDARD DISK, STAMPED DE SOTO NO 2 1956, SET
 EG1857'IN THE TOP OF A CONCRETE
 EG1857'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 13.5 FEET
 EG1857'SOUTHEAST OF THE SOUTHEAST
 EG1857'CORNER OF THE COURTHOUSE AND AT THE EAST
 EG1857'EDGE OF THE SIDEWALK WHICH GOES AROUND THE
 EG1857'COURTHOUSE.
 EG1857'
 EG1857'AZIMUTH MARK, A STANDARD DISK, STAMPED DE SOTO 1956, SET IN THE TOP
 EG1857'OF A CONCRETE
 EG1857'MONUMENT WHICH IS LEVEL WITH THE GROUND.  IT IS 100 FEET
 EG1857'WEST OF A T-INTERSECTION,
 EG1857'21 FEET NORTH OF THE CENTER LINE OF AN
 EG1857'EAST-WEST STREET, 7.5 FEET NORTH OF THE CURB
 EG1857'AND 4.5 FEET SOUTH OF
 EG1857'THE SOUTH EDGE OF SIDE WALK.
 EG1857'
 EG1857'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON PAVED STREET FOR
 EG1857'0.15 MILE TO THE AZIMUTH
 EG1857'MARK ON THE LEFT AS DESCRIBED.
 EG1857'
 EG1857'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1857
 EG1857                          STATION RECOVERY (1966)
 EG1857
 EG1857'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1857'THE STATION WAS VISITED 6-24-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1857'CONDITION.
 EG1857'
 EG1857'THE STATION IS LOCATED ON THE EAST LAWN OF THE DESOTO COUNTY
 EG1857'COURTHOUSE IN HERNANDO.
 EG1857'TO REACH THE AZIMUTH FROM THE EAST ENTRANCE TO THE DESOTO
 EG1857'COUNTY COURTHOUSE GO EAST ON
 EG1857'EAST CENTER STREET FOR 0.15 MILE TO THE
 EG1857'MARK ON THE LEFT AS DESCRIBED.
 EG1857'
 EG1857'IT IS 36.5 FEET NORTHWEST OF A 36 INCH OAK, 24.7 FEET EAST OF THE
 EG1857'MOST SOUTHERN OF THE
 EG1857'CONCRETE COLUMNS IN FRONT OF THE COURTHOUSE, 18 FEET SOUTH OF
 EG1857'THE SOUTH EDGE OF A WALK,
 EG1857'AND 14 FEET EAST OF THE EAST EDGE OF A
 EG1857'WALK.
 EG1857'
 EG1857'RM 1 IS 48 FEET WEST OF THE CENTER OF HIGHWAY 51, 36 FEET NORTH OF A
 EG1857'STREET LAMP, 29.5 FEET
 EG1857'SOUTH OF THE HERNADO SIGN, 10 FEET WEST OF THE EAST
 EG1857'EDGE OF THE CURB, AND STAMPED
 EG1857'DESOTO NO 1 (1956).
 EG1857'
 EG1857'RM 2 IS 52.8 FEET SOUTHWEST OF A 36 INCH OAK, 13.5 FEET SOUTHEAST OF
 EG1857'THE SOUTHEAST CORNER
 EG1857'OF THE COURTHOUSE, 7 FEET SOUTH OF THE V FORMED BY
 EG1857'WALKS, AND STAMPED DESOTO NO 2
 EG1857'(1956).
 EG1857'
 EG1857'THE AZIMUTH MARK IS 100 FEET WEST OF A T INTERSECTION, 7.5 FEET NORTH
 EG1857'OF THE CURB, 4.5 FEET
 EG1857'SOUTH OF THE SOUTH EDGE OF THE WALK, 3.2 FEET
 EG1857'SOUTHEAST OF THE CENTER OF A
 EG1857'WATER METER, AND STAMPED DESOTO (1956).
 EG1857
 EG1857                          STATION RECOVERY (1970)
 EG1857
 EG1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEH)
 EG1857'THE STATION WAS VISITED NOVEMBER, 1970, AND THE STATION MARK,
 EG1857'REFERENCE MARK, NO 1, NO
 EG1857'2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW
 EG1857'DESCRIPTION FOLLOWS-
 EG1857'
 EG1857'THE STATION IS LOCATED 14 - 15 MILES SOUTH OF MEMPHIS.  IT IS LOCATED
 EG1857'IN THE COURTHOUSE LAWN IN
 EG1857'HERNANDO.  IT IS STANDARD TRIANGULATION DISK,
 EG1857'STAMPED DESOTO 1956, PROJECTING 0
 EG1857'INCHES.
 EG1857'
 EG1857'REFERENCE MARK NO 1 IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2
 EG1857'INCHES.  IT IS 48 FEET WEST
 EG1857'OF THE CNETERLINE OF U S HIGHWAY 51 AND 10 FEET WEST
 EG1857'OF THE EAST EDGE OF THE CURB.  IT
 EG1857'IS A STANDARD DISK, STAMPED DESOTO
 EG1857'NO 1 1956, PROJECTING 2 INCHES.
 EG1857'
 EG1857'REFERENCE MARK NO 2 IS 14 FEET SOUTHEAST CORNER OF THE COURTHOUSE AND
 EG1857'AT THE EAST EDGE
 EG1857'OF THE SIDEWALK WHICH GOES AROUND THE COURTHOUSE.
 EG1857'IT IS A STANDARD REFERENCE MARK
 EG1857'DISK STAMPED DESOTO NO 2 1956
 EG1857'PROJECTING 2 INCHES.
 EG1857'
 EG1857'THE AZIMUTH MARK IS .15 MILE EAST OF THE STATION.  IT IS 100 FEET
 EG1857'WEST OF A T INTERSECTION,
 EG1857'21 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST STREET,
 EG1857'7.5 FEET NORTH OF THE CURB AND
 EG1857'4.5 FEET SOUTH OF THE SOUTH EDGE OF
 EG1857'THE SIDEWALK.  IT IS A STANDARD AZIMUTH MARK
 EG1857'DISK, STAMPED DESOTO
 EG1857'1956, PROJECTING 0 INCHES.
 EG1857'
 EG1857'TO REACH THE STATION FROM THE MEMPHIS CITY LIMITS, GO SOUTH FOR 12 -
 EG1857'13 MILES ON INTERSTATE 55
 EG1857'TO THE HERNANDO EXIT.  GO WEST ON THE HERNANDO EXIT
 EG1857'(HOLLY SPRINGS STREET) FOR
 EG1857'APPROXIMATELY 1 MILE TO HIGHWAY 51.  THE
 EG1857'COURTHOUSE IS ON THE SOUTHWEST CORNER OF
 EG1857'HOLLY SPRINGS STREET AND
 EG1857'HIGHWAY 51.
 EG1857
 EG1857                          STATION RECOVERY (2002)
 EG1857
 EG1857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RPB)
 EG1857'THE AZIMUTH MARK HAS BEEN DISTURBED. IT IS LEANING, APPROXIMATELY 0.2
 EG1857'TO THE NORTH.
 EG1857
 EG1857                          STATION RECOVERY (2005)
 EG1857
 EG1857'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 EG1857'RECOVERED IN GOOD CONDITION.
 EG1857
 EG1857                          STATION RECOVERY (2008)
 EG1857
 EG1857'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1857'THE STATION AND RM 2 WERE RECOVERED AS DESCRIBED. RM 1 WAS NOT FOUND
 EG1857'BUT MAY BE BURIED IN FLOWER BED. THE AZIMUTH MARK WAS RECOVERED BUT
 EG1857'THE ARROW DOES NOT POINT TOWARDS THE STATION, AND THE LEAN MENTIONED
 EG1857'IN A PREVIOUS DESCRIPTION WAS NOT NOTICED. USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7169 ***********************************************************************
 AI7169  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7169  DESIGNATION -  DEAD END
 AI7169  PID         -  AI7169
 AI7169  STATE/COUNTY-  MS/HANCOCK
 AI7169  USGS QUAD   -  LOGTOWN (1993)
 AI7169
 AI7169                         *CURRENT SURVEY CONTROL
 AI7169  ___________________________________________________________________
 AI7169* NAD 83(2007)-  30 22 04.67231(N)    089 37 04.89627(W)     ADJUSTED  
 AI7169* NAVD 88     -         8.30   (meters)      27.2    (feet)  GPS OBS   
 AI7169  ___________________________________________________________________
 AI7169  EPOCH DATE  -        2002.00
 AI7169  X           -      36,718.073 (meters)                     COMP
 AI7169  Y           -  -5,507,609.186 (meters)                     COMP
 AI7169  Z           -   3,205,624.410 (meters)                     COMP
 AI7169  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AI7169  ELLIP HEIGHT-         -18.901 (meters)          (02/10/07) ADJUSTED
 AI7169  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AI7169
 AI7169  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7169  Type    PID    Designation                      North   East  Ellip
 AI7169  -------------------------------------------------------------------
 AI7169  NETWORK AI7169 DEAD END                          0.22   0.18   0.47
 AI7169  -------------------------------------------------------------------
 AI7169
 AI7169.The horizontal coordinates were established by GPS observations
 AI7169.and adjusted by the National Geodetic Survey in February 2007.
 AI7169
 AI7169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7169.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7169.The horizontal coordinates are valid at the epoch date displayed above.
 AI7169.The epoch date for horizontal control is a decimal equivalence
 AI7169.of Year/Month/Day.
 AI7169
 AI7169.The orthometric height was determined by GPS observations and a
 AI7169.high-resolution geoid model.
 AI7169.The orthometric height was determined by GPS observations and a
 AI7169.high-resolution geoid model using precise GPS observation and
 AI7169.processing techniques.
 AI7169
 AI7169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7169
 AI7169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7169
 AI7169.The ellipsoidal height was determined by GPS observations
 AI7169.and is referenced to NAD 83.
 AI7169
 AI7169.The geoid height was determined by GEOID03.
 AI7169
 AI7169;                    North         East     Units Scale Factor Converg.
 AI7169;SPC MS E     -    96,471.357   224,571.339   MT  1.00002016   -0 23 48.2
 AI7169;SPC MS E     -   316,506.44    736,781.13   sFT  1.00002016   -0 23 48.2
 AI7169;UTM  16      - 3,362,467.335   248,391.001   MT  1.00038108   -1 19 27.3
 AI7169
 AI7169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7169!SPC MS E     -   1.00000297  x   1.00002016  =   1.00002313
 AI7169!UTM  16      -   1.00000297  x   1.00038108  =   1.00038405
 AI7169
 AI7169                          SUPERSEDED SURVEY CONTROL
 AI7169
 AI7169  ELLIP H (03/26/02)  -18.888  (m)                       GP(       ) 4 2
 AI7169  NAD 83(1993)-  30 22 04.67233(N)    089 37 04.89659(W) AD(       ) A
 AI7169  ELLIP H (08/18/00)  -18.902  (m)                       GP(       ) 4 1
 AI7169
 AI7169.Superseded values are not recommended for survey control.
 AI7169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7169.See file dsdata.txt to determine how the superseded data were derived.
 AI7169
 AI7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4839162467(NAD 83)
 AI7169_MARKER: I = METAL ROD
 AI7169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7169_STAMPING: DEAD END 2000
 AI7169_MARK LOGO: NGS   
 AI7169_PROJECTION: FLUSH
 AI7169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7169+STABILITY: POSITION/ELEVATION WELL
 AI7169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7169+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 AI7169_ROD/PIPE-DEPTH: 22.3 meters
 AI7169_SLEEVE-DEPTH  : 0.90 meters
 AI7169
 AI7169  HISTORY     - Date     Condition        Report By
 AI7169  HISTORY     - 2000     MONUMENTED       NGS
 AI7169  HISTORY     - 20060310 GOOD             USN
 AI7169
 AI7169                          STATION DESCRIPTION
 AI7169
 AI7169'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7169'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7169'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7169'STENNIS SPACE CENTER, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 AI7169'ROADS C AND J, WEST OF AND IN LINE WITH THE CENTER OF THE MIDDLE 1 OF
 AI7169'3 WINDOWS OF BUILDING NUMBER 1107, AND NEAR THE NORTHWEST END OF A
 AI7169'CLOSED DEAD END PAVED ROAD.  OWNERSHIP--JOHN C.  STENNIS SPACE CENTER.
 AI7169'CONTACT MR.  RICHARD B.  SELLERS, COMMERCIAL REMOTE SENSING PROGRAM,
 AI7169'LOCKHEED MARTIN STENNIS OPERATIONS BUILDING 1210, STENNIS SPACE
 AI7169'CENTER, MS 39529, FOR PERMISSION TO OCCUPY THIS STATION AND TO OBTAIN
 AI7169'THE REQUIRED BADGES.  PHONE 228-688-1969.  TO REACH FROM THE UNDERPASS
 AI7169'AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 607 (TRENT
 AI7169'LOTT PARKWAY) AT EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR 3.38 KM (2.10
 AI7169'MI) TO A GUARD BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607 FOR 2.25 KM
 AI7169'(1.40 MI) TO A PAVED CROSSROAD AT A 4-WAY STOP.  TURN RIGHT, EAST, ON
 AI7169'ROAD J FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF ROAD C.  TURN LEFT,
 AI7169'NORTH, ON ROAD C FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AI7169'THE STATION IS A DRILL HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AI7169'2.5 CM GREASE FILLED SLEEVE 0.90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AI7169'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AI7169'IS 78.9 M (258.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AI7169'PAVED PARKING LOT, 67.2 M (220.5 FT) WEST OF THE CENTER OF THE WEST
 AI7169'FACE OF BUILDING NUMBER 1107, 40.5 M (132.9 FT) EAST OF THE CENTER OF
 AI7169'ROAD C, 39.3 M (128.9 FT) NORTH OF THE CENTER OF MANHOLE COVER, 28.1 M
 AI7169'(92.2 FT) NORTHEAST OF THE NORTHEAST END OF A GUARDRAIL AT THE END OF
 AI7169'THE CLOSED ROAD, 25.8 M (84.6 FT) NORTHEAST OF A 1 M (3.3 FT) TALL
 AI7169'VENT PIPE, AND 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 AI7169'NOTE--THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 22.3 M.  (73.2 FT)
 AI7169'NOTE--THE DRILL HOLE IS APPROXIMATELY 1 MM IN DIAMETER AND 2 MM DEEP.
 AI7169
 AI7169                          STATION RECOVERY (2006)
 AI7169
 AI7169'RECOVERY NOTE BY US NAVY 2006 (EAS)
 AI7169'START 2006/03/11 00 00 00 STOP 113500 OBS USED 22467/22580 99
 AI7169'NAV FILE BRDC0700.06N ANT NAME JPSMARANT GGD JAVAD FA 89/89 100
 AI7169'ARP HEIGHT 1.5                    OVERALL RMS 0.019(M)
 AI7169'REF FRAME NAD 83(CORS96)(EPOCH 2002.0000)   ITRF00 (EPOCH 2006.1897)
 AI7169'X         36718.079(M)   0.009(M)             36717.413(M)   0.009(M)
 AI7169' 
 AI7169'Y      -5507609.161(M)   0.032(M)          -5507607.669(M)   0.032(M)
 AI7169' 
 AI7169'Z       3205624.410(M)   0.005(M)           3205624.222(M)   0.005(M)
 AI7169' 
 AI7169' 
 AI7169'LAT    30 22  4.67273    0.014(M)        30 22  4.69203      0.014(M)
 AI7169' 
 AI7169'E LON 270 22 55.10397    0.009(M)       270 22 55.07941      0.009(M)
 AI7169' 
 AI7169'W LON  89 37  4.89603    0.009(M)        89 37  4.92059      0.009(M)
 AI7169' 
 AI7169'ELHGT       -18.923(M)   0.029(M)             -20.309(M)     0.029(M)
 AI7169' 
 AI7169'ORTHO HGT     8.267(M)   0.038(M) GEOID03 NAVD88
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1963 ***********************************************************************
 DK1963  DESIGNATION -  DEAN 2
 DK1963  PID         -  DK1963
 DK1963  STATE/COUNTY-  MS/BOLIVAR
 DK1963  USGS QUAD   -  SHAW (1967)
 DK1963
 DK1963                         *CURRENT SURVEY CONTROL
 DK1963  ___________________________________________________________________
 DK1963* NAD 83(1993)-  33 37 16.37936(N)    090 47 53.63394(W)     NO CHECK  
 DK1963* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 DK1963  ___________________________________________________________________
 DK1963  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DK1963  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1963  HORZ ORDER  -  SECOND
 DK1963
 DK1963.The horizontal coordinates were established by classical geodetic methods
 DK1963.and adjusted by the National Geodetic Survey in May 1994.
 DK1963.No horizontal observational check was made to the station.
 DK1963
 DK1963.The orthometric height was scaled from a topographic map.
 DK1963
 DK1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1963
 DK1963.The geoid height was determined by GEOID03.
 DK1963
 DK1963;                    North         East     Units Scale Factor Converg.
 DK1963;SPC MS W     -   457,031.944   656,862.745   MT  0.99997293   -0 15 26.7
 DK1963;SPC MS W     - 1,499,445.64  2,155,057.19   sFT  0.99997293   -0 15 26.7
 DK1963;UTM  15      - 3,722,332.089   704,246.179   MT  1.00011432   +1 13 10.3
 DK1963
 DK1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1963!SPC MS W     -   0.99999807  x   0.99997293  =   0.99997100
 DK1963!UTM  15      -   0.99999807  x   1.00011432  =   1.00011239
 DK1963
 DK1963|---------------------------------------------------------------------|
 DK1963| PID    Reference Object                     Distance      Geod. Az  |
 DK1963|                                                           dddmmss.s |
 DK1963| CY5937 DEAN RM 1                            55.708 METERS 00021     |
 DK1963| CY5938 DEAN RM 2                            42.044 METERS 08614     |
 DK1963| CY5936 DEAN AZ MK RESET                                   1803138.9 |
 DK1963| DK1960 DEAN                                  4.008 METERS 26614     |
 DK1963|---------------------------------------------------------------------|
 DK1963
 DK1963                          SUPERSEDED SURVEY CONTROL
 DK1963
 DK1963  NAD 83(1986)-  33 37 16.38945(N)    090 47 53.63015(W) AD(       ) 2
 DK1963  NAD 27      -  33 37 15.97756(N)    090 47 53.28185(W) AD(       ) 2
 DK1963
 DK1963.Superseded values are not recommended for survey control.
 DK1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1963.See file dsdata.txt to determine how the superseded data were derived.
 DK1963
 DK1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0424622332(NAD 83)
 DK1963_MARKER: DD = SURVEY DISK
 DK1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1963
 DK1963  HISTORY     - Date     Condition        Report By
 DK1963  HISTORY     - 1966     MONUMENTED       CGS
 DK1963  HISTORY     - 1972     GOOD             MSHD
 DK1963
 DK1963                          STATION DESCRIPTION
 DK1963
 DK1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DK1963'THE STATION IS LOCATED ABOUT 1.75 MILE NW OF SHAW, IN THE SW
 DK1963'1/4 OF SEC. 35, T 2 N, R 6 W. IN THE SOUTHWEST CORNER OF THE
 DK1963'ANTIOCH SHRUCH YARD AND ON THE EAST SIDE OF A BLACK TOP COUNTY
 DK1963'ROAD, 180 FEET S. OF THE SW CORNER OF THE SMALL CHURCH, 44
 DK1963'FEET E. OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTH OF
 DK1963'A WITNESS POST, 135 FEET W. OF A LONE OAK TREE, 81.6 FEET W.
 DK1963'OF THE CATHERINE JACKSONS HEADSTONE.  IT IS A STANDARD DISK
 DK1963'STAMPED DEAN 2 1966, PROJECTING 6 INCHES.
 DK1963'
 DK1963'REFERENCE MARK NO. 1 IS 182.77 FEET NORTH OF THE STATION, IN
 DK1963'FRONT OF THE SMALL WHITE CHURCH, 46 FEET EAST OF THE CENTER
 DK1963'OF THE ROAD, 6.7 FEET WNW OF THE SW CORNER OF THE CHURCH, 24
 DK1963'FEET E OF THE NORTH END OF A CONCRETE CULVERT UNDER THE DRIVEWAY
 DK1963'TO THE CHURCH, AND 54.5 FEET S. OF A PUMP IN THE NORTHWEST
 DK1963'CORNER OF THE CHURCH YARD.  IT IS A STANDARD DISK, STAMPED
 DK1963'DEAN NO 1 1939, PROJECTING 6 INCHES.
 DK1963'
 DK1963'REFERENCE MARK NO. 2 IS 137.94 FEET EAST OF THE STATION, 182
 DK1963'FEET EASTOF THE CENTER OF THE ROAD, AND 21 FEET SOUTH OF A
 DK1963'12-INCH OAK TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DK1963'IT IS A STANDARD DISK, STAMPED DEAN NO 2 1939, PROJECTING 6
 DK1963'INCHES.
 DK1963'
 DK1963'THE AZIMUTH MARK IS 0.8 MILE SOUTH OF THE STATION IN THE
 DK1963'SW. CORNER OF A FARMYARD, 30 FEET E. OF THE CENTER OF THE
 DK1963'ROAD, 37 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE FARM
 DK1963'HOUSE, 90 FEET SW OF THE SW CORNER OF A FARMHOUSE WITH IMITATION
 DK1963'BRICK SIDING, 21 FEET S. OF A POWER POLE WITH A TRANSFORMER AND
 DK1963'26 FEET S. OF THE SOUTH END OF THE CULVERT UNDER THE DRIVEWAY.
 DK1963'IT IS A STANDARD DISK, STAMPED DEAN 1939 RESET 1957, PROJECTING
 DK1963'6 INCHES.
 DK1963'
 DK1963'TO REACH THE STATION FROM THE STOP LIGHT AND INTERSECTION
 DK1963'JUST SOUTH OF THE BRIDGE OVER BAYOU IN SHAW, GO WEST FOR 1.45
 DK1963'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR
 DK1963'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 DK1963'0.8 MILE TO THE STATION OF THE RIGHT IN THE CHURCH YARD.
 DK1963
 DK1963                          STATION RECOVERY (1972)
 DK1963
 DK1963'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1963'THE STATION WAS VISITED 10-25-72 AND THE STATION MARK, RM NO 1, RM NO
 DK1963'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DK1963'MARK IS VISIBLE FROM THE STATION.
 DK1963'
 DK1963'THE STATION IS LOCATED 2 MILES NORTHWEST OF SHAW IN THE SOUTHWEST
 DK1963'CORNER OF THE ANTIOCH CHURCH YARD, 7 MILES SOUTHWEST OF BOYLE NEAR
 DK1963'THE CENTER OF THE WEST SIDE OF SECTION 35, T 21N, R 6W.  IT IS 44
 DK1963'FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 179.5 FEET SOUTH OF
 DK1963'THE SOUTHWEST CORNER OF THE SMALL CHURCH, 135 FEET WEST OF THE
 DK1963'SOUTHEAST ONE OF TWO LONE OAKS, AND 2 FEET EAST-SOUTHEAST OF A
 DK1963'METAL WITNESS POST.
 DK1963'
 DK1963'IT IS A TRIANGULATION DISK, STAMPED DEAN 2 1966 PROJECTING 2
 DK1963'INCHES.
 DK1963'
 DK1963'REFERENCE MARK NO 1 IS 182.77 FEET NORTH OF THE STATION.  IT IS 46
 DK1963'FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 7 FEET WEST-NORTHWEST
 DK1963'OF THE SOUTHWEST CORNER OF THE CHURCH, 65 FEET SOUTH-SOUTHEAST OF A
 DK1963'POWER SERVICE POLE, 54 FEET SOUTH-SOUTHEAST OF A PUMP IN THE
 DK1963'NORTHEAST CORNER OF THE CHURCH YARD AND 23.5 FEET EAST OF THE
 DK1963'NORTH END OF A CULVERT UNDER THE CHURCH DRIVEWAY.  IT IS A
 DK1963'REFERENCE MARK DISK, STAMPED DEAN NO 1 1939 PROJECTING 6 INCHES.
 DK1963'
 DK1963'REFERENCE MARK NO 2 IS 137.94 FEET EAST OF THE STATION.  IT IS 182
 DK1963'FEET EAST OF THE CENTER OF A BLACK TOP ROAD, 21 FEET SOUTH OF THE
 DK1963'SOUTHEAST ONE OF TWO LONE OAKS AND 1 FOOT NORTH OF A METAL WITNESS
 DK1963'POST.  IT IS A REFERENCE MARK DISK, STAMPED DEAN NO 2 1939
 DK1963'PROJECTING 4 INCHES.
 DK1963'
 DK1963'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 220.05 FEET.
 DK1963'
 DK1963'THE AZIMUTH MARK IS 0.8 MILES SOUTH OF THE STATION.  IT IS 2.8 FEET
 DK1963'EAST OF THE CENTER OF A BLACK TOP ROAD, 37 FEET SOUTH OF THE CENTER
 DK1963'OF A DRIVEWAY, 21 FEET SOUTH OF A UTILITY POLE WITH A BRACE AND A
 DK1963'TRANSFORMER, 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DK1963'PORCH OF A BRICK SIDING HOUSE AND 1.5 FEET EAST OF A METAL WITNESS
 DK1963'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DEAN 1939 RESET 1957
 DK1963'PROJECTING 3 INCHES.
 DK1963'
 DK1963'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 448 AND
 DK1963'U.S. HIGHWAY 61 AT THE EAST EDGE OF SHAW GO EAST ON HIGHWAY 448
 DK1963'THROUGH SHAW FOR 2 MILES TO A CROSSROAD.  TURN RIGHT CROSSING A
 DK1963'BAYOU AND GO NORTH ON A BLACK TOP ROAD FOR 0.35 MILES TO A DRIVEWAY
 DK1963'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON A BLACK TOP
 DK1963'ROAD FOR 0.8 MILES TO THE CHURCH AND THE MARK ON THE RIGHT.
 DK1963'
 DK1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 DK1963'OF SHAW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2510 ***********************************************************************
 CP2510  DESIGNATION -  DEASON
 CP2510  PID         -  CP2510
 CP2510  STATE/COUNTY-  MS/YAZOO
 CP2510  USGS QUAD   -  VAUGHAN (1964)
 CP2510
 CP2510                         *CURRENT SURVEY CONTROL
 CP2510  ___________________________________________________________________
 CP2510* NAD 83(1993)-  32 47 41.11779(N)    090 05 21.69942(W)     ADJUSTED  
 CP2510* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 CP2510  ___________________________________________________________________
 CP2510  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CP2510  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CP2510  HORZ ORDER  -  SECOND
 CP2510
 CP2510.The horizontal coordinates were established by classical geodetic methods
 CP2510.and adjusted by the National Geodetic Survey in May 1994.
 CP2510
 CP2510.The orthometric height was scaled from a topographic map.
 CP2510
 CP2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2510
 CP2510.The geoid height was determined by GEOID03.
 CP2510
 CP2510;                    North         East     Units Scale Factor Converg.
 CP2510;SPC MS W     -   365,304.637   722,851.533   MT  0.99995644   +0 07 55.7
 CP2510;SPC MS W     - 1,198,503.63  2,371,555.40   sFT  0.99995644   +0 07 55.7
 CP2510;SPC MS E     -   365,976.807   182,351.120   MT  1.00012061   -0 40 49.4
 CP2510;SPC MS E     - 1,200,708.91    598,263.63   sFT  1.00012061   -0 40 49.4
 CP2510;UTM  15      - 3,632,285.767   772,576.383   MT  1.00051623   +1 34 38.9
 CP2510
 CP2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2510!SPC MS W     -   0.99998966  x   0.99995644  =   0.99994610
 CP2510!SPC MS E     -   0.99998966  x   1.00012061  =   1.00011027
 CP2510!UTM  15      -   0.99998966  x   1.00051623  =   1.00050588
 CP2510
 CP2510|---------------------------------------------------------------------|
 CP2510| PID    Reference Object                     Distance      Geod. Az  |
 CP2510|                                                           dddmmss.s |
 CP2510| CY4231 DEASON RM 1                          26.325 METERS 00540     |
 CP2510| CP2524 SHARPSBURG A WELLS HOTEL TANK       APPROX. 8.8 KM 1242912.8 |
 CP2510| CY4230 DEASON AZ MK                                       1404657.2 |
 CP2510| CP2532 CANTON COURTHOUSE CUPOLA            APPROX.20.8 KM 1655623.1 |
 CP2510| CP2531 CANTON HARRELD CHEVROLET CO WATER T APPROX.22.6 KM 1671822.6 |
 CP2510| CP2529 CANTON FEDERAL COMPRESS CO TK       APPROX.20.4 KM 1673416.7 |
 CP2510| CY4232 DEASON RM 2                          22.080 METERS 17029     |
 CP2510|---------------------------------------------------------------------|
 CP2510
 CP2510                          SUPERSEDED SURVEY CONTROL
 CP2510
 CP2510  NAD 83(1986)-  32 47 41.13070(N)    090 05 21.69598(W) AD(       ) 2
 CP2510  NAD 27      -  32 47 40.64910(N)    090 05 21.38660(W) AD(       ) 2
 CP2510
 CP2510.Superseded values are not recommended for survey control.
 CP2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2510.See file dsdata.txt to determine how the superseded data were derived.
 CP2510
 CP2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7257632286(NAD 83)
 CP2510_MARKER: DS = TRIANGULATION STATION DISK
 CP2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2510
 CP2510  HISTORY     - Date     Condition        Report By
 CP2510  HISTORY     - 1959     MONUMENTED       CGS
 CP2510  HISTORY     - 1967     GOOD             MSHD
 CP2510
 CP2510                          STATION DESCRIPTION
 CP2510
 CP2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2510'STATION IS LOCATED ABOUT 9-3/4 MILES SOUTHWEST OF PICKENS,
 CP2510'2-1/2 MILES WEST AND 1 MILE SOUTH OF VAUGHAN, 4 MILES
 CP2510'WEST-NORTHWEST OF THE YAZOO-MADISON COUNTY LINE WHICH IS
 CP2510'FORMED BY THE BLACK RIVER, NEAR THE SOUTHEAST CORNER OF
 CP2510'SECTION 16, T 11 N, R 2 E, AND ON STATE OWNED PROPERTY LEASED
 CP2510'BY MR. G.W. ABLES WHO LIVES IN THE FIRST HOUSE NORTH OF THE
 CP2510'STATION AND ON THE WEST SIDE OF THE ROAD.
 CP2510'
 CP2510'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 CP2510'16, AT THE NORTH EDGE OF CANTON, GO NORTHWESTERLY ON STATE
 CP2510'HIGHWAY 16 FOR 8.5 MILES TO A SIDE ROAD RIGHT AT SIGN
 CP2510'VAUGHAN.  TURN RIGHT AND FOLLOW GRAVELED ROAD NORTH FOR 4.1
 CP2510'MILES TO A T-INTERSECTION IN THE VILLAGE OF DEASONVILLE.
 CP2510'TURN RIGHT AND FOLLOW PAVED ROAD EAST FOR 0.15 MILES TO A FORK.
 CP2510'(TO REACH THE AZIMUTH MARK FROM HERE TAKE THE RIGHT FORK FOR
 CP2510'0.2 MILE TO THE MARK ON THE LEFT) TAKE THE LEFT FORK AND
 CP2510'GO NORTH ON PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE
 CP2510'LEFT AT A FARM DRIVE LEFT.
 CP2510'
 CP2510'STATION MARKS ARE STANDARD DISKS, STAMPED DEASON 1959.
 CP2510'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2510'30 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE
 CP2510'TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 CP2510'IT IS 96 FEET NORTH-NORTHWEST OF A POWERLINE POLE, 68 FEET
 CP2510'SOUTH OF AN EAST-WEST DRIVE CENTER, 66 FEET WEST OF THE
 CP2510'SURFACED ROAD CENTER AND 24 FEET NORTHWEST OF A 20 INCH CEDAR
 CP2510'TREE WITH A TRIANGLE BLAZE ON ITS EAST SIDE.  A METAL, WITNESS
 CP2510'SIGNPOST WAS SET 2.2 FEET SOUTH OF THE MARK.
 CP2510'
 CP2510'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEASON NO 1 1959,
 CP2510'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2510'2 INCHES.  IT IS 107 FEET NORTH OF THE BLAZED TREE, 57 FEET
 CP2510'WEST OF THE SURFACED ROAD CENTER, 19 FEET NORTH OF THE DRIVE
 CP2510'CENTER AND 181 FEET NORTH OF THE POWERLINE POLE.
 CP2510'
 CP2510'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEASON NO 2
 CP2510'1959, SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2510'PROJECTING 4 INCHES.  IT IS 140 FEET SOUTH OF THE DRIVE
 CP2510'CENTER, 54 FEET WEST OF THE SURFACED ROAD CENTER, 50 FEET
 CP2510'SOUTH OF THE BLAZED TREE AND 24 FEET NORTHWEST OF THE POWERLINE
 CP2510'POLE.
 CP2510'
 CP2510'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEASON 1959, SET
 CP2510'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 4
 CP2510'INCHES.  IT IS 100 FEET NORTHEAST OF A POWERLINE POLE, 31
 CP2510'FEET NORTH OF A GRAVELED ROAD CENTER AND 1 FOOT SOUTH OF
 CP2510'THE NORTH ROAD RIGHT-OF-WAY FENCE.  A METAL, WITNESS SIGNPOST
 CP2510'WAS SET 1.5 FEET WEST OF THE MARK.
 CP2510'
 CP2510'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2510
 CP2510                          STATION RECOVERY (1967)
 CP2510
 CP2510'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2510'THE STATION WAS VISITED JANUARY 24, 1967 AND ALL MARKS WERE
 CP2510'FOUND IN GOOD CONDITION.
 CP2510'
 CP2510'THE STATION IS LOCATED APPROXIMATELY 9.3 MILES SOUTHWEST OF
 CP2510'PICKENS, 10 MILES SOUTHEAST OF BENTON, APPROXIMATELY 2 MILES
 CP2510'SOUTHWEST OF VAUGHN, 4 MILES WEST-NORTHWEST OF THE YAZOO-MADISON
 CP2510'COUNTY LINE WHICH IS FORMED BY THE BIG BLACK RIVER AND IS
 CP2510'IN THE SOUTHWEST 1/4 OF SECTION 16, T 11 N, R 2 E ON LAND
 CP2510'LEASED BY MR. G.W. ABLES.
 CP2510'
 CP2510'TO REACH FROM THE MADISON COUNTY COURTHOUSE IN CANTON, GO
 CP2510'NORTHWEST ON U.S. HIGHWAY 51 FOR 1.45 MILES TO MISSISSIPPI
 CP2510'HIGHWAY 16 ON THE LEFT.  TURN LEFT WEST-NORTHWEST AND CONTINUE
 CP2510'ON MISSISSIPPI HIGHWAY 16 FOR 3.9 MILES TO THE CROSSING
 CP2510'OVER INTERSTATE 55.  CONTINUE NORTHWEST ON MISS. HIGHWAY
 CP2510'16 FOR 2.8 MILES TO THE BIG BLACK RIVER.  CONTINUE NORTHWEST
 CP2510'ON MISS. HIGHWAY 16 FOR 2.1 MILES TO A SIDE ROAD RIGHT.  TURN
 CP2510'RIGHT NORTH AND CONTINUE ON A BLACKTOP ROAD FOR 4.15 MILES TO
 CP2510'A T INTERSECTION.  TURN RIGHT, EAST, AND CONTINUE ON A
 CP2510'BLACKTOP ROAD FOR 0.15 MILE TO A FORK.  (TO REACH THE
 CP2510'AZIMUTH, TAKE THE RIGHT FORK AND CONTINUE EAST ON AN ALL
 CP2510'WEATHER ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 CP2510'DESCRIBED).  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON
 CP2510'A BLACKTOP ROAD FOR 0.25 MILE TO AN ABANDONED DRIVEWAY AND
 CP2510'THE STATION ON THE LEFT AS DESCRIBED.
 CP2510'
 CP2510'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A 11 IN
 CP2510'SQUARE POST.  STATION DISK IS STAMPED DEASON (1959).  IT IS
 CP2510'96 FEET NORTH-NORTHWEST OF A POWER POLE, 68 FEET SOUTH OF
 CP2510'THE CENTER OF THE ABANDONED DRIVEWAY, 66 FEET WEST OF THE
 CP2510'CENTER OF A BLACKTOP ROAD, 23 FEET NORTHWEST OF A 22 IN CEDAR
 CP2510'IN THE FENCE LINE, 4 FEET WEST OF A FENCE AND 2.2 FEET SOUTH OF
 CP2510'A METAL WITNESS POST.
 CP2510'
 CP2510'R.M. 1 IS 57 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 19
 CP2510'FEET NORTH OF THE CENTER OF THE DRIVEWAY, 16 FEET SOUTH OF A 16
 CP2510'IN CEDAR IN THE FENCE LINE, 2 FEET EAST OF A FENCE AND 1 FOOT
 CP2510'SOUTHWEST OF A METAL WITNESS POST, IS STAMPED DEASON NO 1
 CP2510'(1959).
 CP2510'
 CP2510'R.M. 2 IS 140 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 54
 CP2510'FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 49 FEET SOUTH
 CP2510'OF A 22 IN CEDAR, 25.2 FEET NORTHWEST OF A POWER POLE AND 10
 CP2510'FEET WEST OF A FENCE, IS STAMPED DEASON NO 2 (1959).
 CP2510'
 CP2510'AZIMUTH MARK IS 100 FEET NORTHEAST OF A POWER POLE, 31 FEET NORTH
 CP2510'OF THE CENTER OF A BRAVELED ROAD, 23 FEET EAST OF A 6 IN
 CP2510'OAK, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH
 CP2510'OF A FENCE, IS STAMPED DEASON (1959).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK6710 ***********************************************************************
 DK6710  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6710  DESIGNATION -  DECATUR CORS ARP
 DK6710  CORS_ID     -  MSDC
 DK6710  PID         -  DK6710
 DK6710  STATE/COUNTY-  MS/NEWTON
 DK6710  USGS QUAD   -  DECATUR (1966)
 DK6710
 DK6710                         *CURRENT SURVEY CONTROL
 DK6710  ___________________________________________________________________
 DK6710* NAD 83(CORS)-  32 26 22.97193(N)    089 06 44.44409(W)     ADJUSTED  
 DK6710* NAVD 88     -              **(meters)            **(feet)            
 DK6710  ___________________________________________________________________
 DK6710  EPOCH DATE  -        2002.00
 DK6710  X           -      83,472.732 (meters)                     COMP
 DK6710  Y           -  -5,387,516.234 (meters)                     COMP
 DK6710  Z           -   3,401,747.744 (meters)                     COMP
 DK6710  ELLIP HEIGHT-         120.896 (meters)          (09/??/08) ADJUSTED
 DK6710  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DK6710  HORZ ORDER  -  SPECIAL (CORS)
 DK6710  ELLP ORDER  -  SPECIAL (CORS)
 DK6710
 DK6710.ITRF positions are available for this station.
 DK6710.The coordinates were established by GPS observations
 DK6710.and adjusted by the National Geodetic Survey in September 2008.
 DK6710.The coordinates are valid at the epoch date displayed above.
 DK6710.The epoch date for horizontal control is a decimal equivalence
 DK6710.of Year/Month/Day.
 DK6710
 DK6710
 DK6710.The PID for the CORS L1 Phase Center is DK6711.
 DK6710
 DK6710.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6710
 DK6710.The ellipsoidal height was determined by GPS observations
 DK6710.and is referenced to NAD 83.
 DK6710
 DK6710.The geoid height was determined by GEOID03.
 DK6710
 DK6710;                    North         East     Units Scale Factor Converg.
 DK6710;SPC MS E     -   325,941.355   273,763.123   MT  0.99995849   -0 08 58.8
 DK6710;SPC MS E     - 1,069,359.26    898,171.18   sFT  0.99995849   -0 08 58.8
 DK6710
 DK6710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6710!SPC MS E     -   0.99998102  x   0.99995849  =   0.99993951
 DK6710
 DK6710                          SUPERSEDED SURVEY CONTROL
 DK6710
 DK6710.No superseded survey control is available for this station.
 DK6710
 DK6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA0141691141(NAD 83)
 DK6710_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK6710
 DK6710                          STATION DESCRIPTION
 DK6710
 DK6710'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK6710'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK6710'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK6710'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK6710'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK6710'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK6711 ***********************************************************************
 DK6711  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6711  DESIGNATION -  DECATUR CORS L1 PHASE CENTER
 DK6711  CORS_ID     -  MSDC
 DK6711  PID         -  DK6711
 DK6711  STATE/COUNTY-  MS/NEWTON
 DK6711  USGS QUAD   -  DECATUR (1966)
 DK6711
 DK6711                         *CURRENT SURVEY CONTROL
 DK6711  ___________________________________________________________________
 DK6711* NAD 83(CORS)-  32 26 22.97194(N)    089 06 44.44407(W)     ADJUSTED  
 DK6711* NAVD 88     -              **(meters)            **(feet)            
 DK6711  ___________________________________________________________________
 DK6711  EPOCH DATE  -        2002.00
 DK6711  X           -      83,472.733 (meters)                     COMP
 DK6711  Y           -  -5,387,516.294 (meters)                     COMP
 DK6711  Z           -   3,401,747.783 (meters)                     COMP
 DK6711  ELLIP HEIGHT-         120.968 (meters)          (09/??/08) ADJUSTED
 DK6711  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DK6711  HORZ ORDER  -  SPECIAL (CORS)
 DK6711  ELLP ORDER  -  SPECIAL (CORS)
 DK6711
 DK6711.ITRF positions are available for this station.
 DK6711.The coordinates were established by GPS observations
 DK6711.and adjusted by the National Geodetic Survey in September 2008.
 DK6711.The coordinates are valid at the epoch date displayed above.
 DK6711.The epoch date for horizontal control is a decimal equivalence
 DK6711.of Year/Month/Day.
 DK6711
 DK6711
 DK6711.The PID for the CORS ARP is DK6710.
 DK6711
 DK6711.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6711
 DK6711.The ellipsoidal height was determined by GPS observations
 DK6711.and is referenced to NAD 83.
 DK6711
 DK6711.The geoid height was determined by GEOID03.
 DK6711
 DK6711;                    North         East     Units Scale Factor Converg.
 DK6711;SPC MS E     -   325,941.356   273,763.123   MT  0.99995849   -0 08 58.8
 DK6711;SPC MS E     - 1,069,359.27    898,171.18   sFT  0.99995849   -0 08 58.8
 DK6711
 DK6711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6711!SPC MS E     -   0.99998101  x   0.99995849  =   0.99993950
 DK6711
 DK6711                          SUPERSEDED SURVEY CONTROL
 DK6711
 DK6711.No superseded survey control is available for this station.
 DK6711
 DK6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA0141691141(NAD 83)
 DK6711_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK6711
 DK6711                          STATION DESCRIPTION
 DK6711
 DK6711'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK6711'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK6711'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK6711'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK6711'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK6711'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1337 ***********************************************************************
 CO1337  DESIGNATION -  DECATUR WATER TANK
 CO1337  PID         -  CO1337
 CO1337  STATE/COUNTY-  MS/NEWTON
 CO1337  USGS QUAD   -  DECATUR (1966)
 CO1337
 CO1337                         *CURRENT SURVEY CONTROL
 CO1337  ___________________________________________________________________
 CO1337* NAD 83(1993)-  32 26 17.17716(N)    089 06 29.95095(W)     ADJUSTED  
 CO1337* NAVD 88     -              **(meters)            **(feet)            
 CO1337  ___________________________________________________________________
 CO1337  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CO1337  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO1337  HORZ ORDER  -  THIRD
 CO1337
 CO1337.The horizontal coordinates were established by classical geodetic methods
 CO1337.and adjusted by the National Geodetic Survey in May 1994.
 CO1337
 CO1337
 CO1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1337
 CO1337.The geoid height was determined by GEOID03.
 CO1337
 CO1337;                    North         East     Units Scale Factor Converg.
 CO1337;SPC MS E     -   325,761.879   274,141.237   MT  0.99995824   -0 08 51.0
 CO1337;SPC MS E     - 1,068,770.43    899,411.71   sFT  0.99995824   -0 08 51.0
 CO1337;UTM  16      - 3,590,954.599   301,791.522   MT  1.00008448   -1 07 52.5
 CO1337
 CO1337                          SUPERSEDED SURVEY CONTROL
 CO1337
 CO1337  NAD 83(1986)-  32 26 17.18884(N)    089 06 29.95434(W) AD(       ) 4
 CO1337  NAD 27      -  32 26 16.68000(N)    089 06 29.75000(W) AD(       ) 3
 CO1337
 CO1337.Superseded values are not recommended for survey control.
 CO1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1337.See file dsdata.txt to determine how the superseded data were derived.
 CO1337
 CO1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA0179290955(NAD 83)
 CO1337_MARKER: 51 = TANK
 CO1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1337+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1989
 CO1337
 CO1337  HISTORY     - Date     Condition        Report By
 CO1337  HISTORY     - 1930     FIRST OBSERVED   CGS
 CO1337  HISTORY     - 1970     GOOD             NGS
 CO1337  HISTORY     - 19890816 GOOD             MSHD
 CO1337
 CO1337                          STATION DESCRIPTION
 CO1337
 CO1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1337'THE STATION IS THE FINIAL KNOB ATOP THE DECATUR, MUNICIPAL WEST WATER
 CO1337'TANK THAT IS LOCATED NEAR THE INTERSECTION OF FIFTH AVENUE AND
 CO1337'SEVENTH STREET IN THE CENTRAL SECTION OF DECATUR.  THE TANK IS
 CO1337'CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS AND
 CO1337'IS PAINTED ALUMINUM IN COLOR.  IT IS 120 FEET IN HEIGHT.
 CO1337
 CO1337                          STATION RECOVERY (1989)
 CO1337
 CO1337'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1337'STATION IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE,
 CO1337'ABOUT 90 FEET HIGH. IT IS PAINTED SILVER WITH THE LETTERS DECATUR HOME
 CO1337'OF EC JC PAINTED IN BLACK ON THE NORTH SIDE. IT IS LOCATED ACROSS 7TH
 CO1337'STREET FROM THE BACK OF THE COURT HOUSE IN DECATUR, 1 BLOCK WEST OF
 CO1337'STATE HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2550 ***********************************************************************
 BH2550  DESIGNATION -  DEDEAUX RESET
 BH2550  PID         -  BH2550
 BH2550  STATE/COUNTY-  MS/STONE
 BH2550  USGS QUAD   -  SILVER RUN (1982)
 BH2550
 BH2550                         *CURRENT SURVEY CONTROL
 BH2550  ___________________________________________________________________
 BH2550* NAD 83(1993)-  30 44 54.87034(N)    089 17 52.85743(W)     ADJUSTED  
 BH2550* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BH2550  ___________________________________________________________________
 BH2550  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BH2550  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH2550  HORZ ORDER  -  FIRST
 BH2550
 BH2550.The horizontal coordinates were established by classical geodetic methods
 BH2550.and adjusted by the National Geodetic Survey in May 1994.
 BH2550
 BH2550.The orthometric height was scaled from a topographic map.
 BH2550
 BH2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2550
 BH2550.The geoid height was determined by GEOID03.
 BH2550
 BH2550;                    North         East     Units Scale Factor Converg.
 BH2550;SPC MS E     -   138,495.572   255,506.810   MT  0.99997441   -0 14 15.3
 BH2550;SPC MS E     -   454,380.89    838,275.26   sFT  0.99997441   -0 14 15.3
 BH2550;UTM  16      - 3,403,994.545   280,015.635   MT  1.00019700   -1 10 31.4
 BH2550
 BH2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2550!SPC MS E     -   0.99998891  x   0.99997441  =   0.99996332
 BH2550!UTM  16      -   0.99998891  x   1.00019700  =   1.00018591
 BH2550
 BH2550|---------------------------------------------------------------------|
 BH2550| PID    Reference Object                     Distance      Geod. Az  |
 BH2550|                                                           dddmmss.s |
 BH2550| DD7825 DEDEAUX RM 3                        112.932 METERS 00136     |
 BH2550| DD7826 DEDEAUX RM 4                        107.470 METERS 09452     |
 BH2550| BH2549 HICKMAN FIRE TOWER                  APPROX. 3.8 KM 1171408.3 |
 BH2550| DD7823 DEDEAUX RM 1                         37.963 METERS 19957     |
 BH2550| DD7822 DEDEAUX AZ MK                                      2494621.2 |
 BH2550| DD7824 DEDEAUX RM 2                         34.857 METERS 32321     |
 BH2550|---------------------------------------------------------------------|
 BH2550
 BH2550                          SUPERSEDED SURVEY CONTROL
 BH2550
 BH2550  NAD 83(1986)-  30 44 54.88650(N)    089 17 52.85353(W) AD(       ) 1
 BH2550  NAD 27      -  30 44 54.20600(N)    089 17 52.65400(W) AD(       ) 1
 BH2550
 BH2550.Superseded values are not recommended for survey control.
 BH2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2550.See file dsdata.txt to determine how the superseded data were derived.
 BH2550
 BH2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8001603995(NAD 83)
 BH2550_MARKER: DS = TRIANGULATION STATION DISK
 BH2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2550+STABILITY: SURFACE MOTION
 BH2550
 BH2550  HISTORY     - Date     Condition        Report By
 BH2550  HISTORY     - 1935     MONUMENTED       CGS
 BH2550  HISTORY     - 1943     GOOD             CGS
 BH2550  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH2550  HISTORY     - 1972     GOOD             NGS
 BH2550
 BH2550                          STATION DESCRIPTION
 BH2550
 BH2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2550'STATION IS ABOUT 12 MILES SW OF WIGGINS, 9-1/2 MILES WNW OF MCHENRY
 BH2550'ON THE PROPERTY OF MR. BURNELL
 BH2550'DEDEAUX.
 BH2550'
 BH2550'STATION IS ABOUT 0.15 MILE SW OF HOME OF MR. EUGENE HICKMAN,
 BH2550'0.2 MILE NW OF
 BH2550'HOME OF MR. LEVI DEDEAUX, AND 0.25 MILE E OF HOME
 BH2550'OF MR. BURNELL DEDEAUX, 132 FEET
 BH2550'ESE OF A 15-FOOT VERTICAL SNAG,
 BH2550'AND ABOUT 100 YARDS SSE OF A 50-FOOT VERTICAL SNAG.
 BH2550'
 BH2550'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BH2550'DISKS SET IN
 BH2550'CONCRETE.
 BH2550'
 BH2550'REFERENCE MARK NO. 1 IS SSW OF STATION, 29 FEET NE OF A 2 1/2-
 BH2550'INCH OAK.
 BH2550'
 BH2550'REFERENCE MARK NO. 2 IS NNW OF STATION, 22 YARDS NE OF A 15-
 BH2550'FOOT VERTICAL SNAG
 BH2550'AND 10 FEET NNE OF 3-INCH PINE.
 BH2550'
 BH2550'AZIMUTH MARK IS ABOUT 0.7 MILE W OF STATION, 10 YARDS SSW
 BH2550'OF CENTER LINE OF
 BH2550'ROAD, ON E SIDE OF CREST OF SMALL HILL.  THIS
 BH2550'POINT IS 0.9 MILE W BY ROAD FROM
 BH2550'HOME OF MR. LEVI DEDEAUX.
 BH2550'
 BH2550'TO REACH FROM MCHENRY GO N ON U.S. HIGHWAY 49, 1.7 MILES TO A
 BH2550'T-ROAD LEFT.
 BH2550'(THIS POINT IS JUST S OF A FOREST SERVICE LOOKOUT
 BH2550'TOWER.) TURN LEFT ON THIS ROAD
 BH2550'AND CONTINUE IN A WESTERLY DIRECTION
 BH2550'ON MAIN ROAD FOR 9.6 MILES TO CROSSROADS.  STATION
 BH2550'IS ABOUT
 BH2550'1/4 MILE NW ON HIGHEST POINT OF STUMP COVERED RIDGE.  STATION MAY
 BH2550'BE REACHED WITH
 BH2550'TRUCK PROVIDING MR. LEVI DEDEAUX WILL GRANT PERMISSION TO DRIVE THRU
 BH2550'FIELD.
 BH2550'
 BH2550'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 BH2550
 BH2550                          STATION RECOVERY (1943)
 BH2550
 BH2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2550'THE STATION AND ALL MARKS WERE RECOVERED AS
 BH2550'DESCRIBED IN 1935
 BH2550'AND ARE ALL IN GOOD CONDITION.  THE STATION AND
 BH2550'REFERENCE MARKS ARE LOCATED IN A
 BH2550'CULTIVATED FIELD AND THE OWNER
 BH2550'OF THE PROPERTY REQUESTED THAT THEY BE MOVED.  THE
 BH2550'SURFACE MARK
 BH2550'AT THE STATION WAS LOWERED AND IS NOW 2 FEET UNDERGROUND AND THE
 BH2550'NEW STATION MARK
 BH2550'IS STAMPED DEDEAUX 1935-1943.  REFERENCE
 BH2550'MARKS NOS. 3 AND 4 WERE ESTABLISHED
 BH2550'BY THIS PARTY AND REFERENCE
 BH2550'MARKS NOS. 1 AND 2 WERE DESTROYED AFTER THE STATION
 BH2550'WAS OCCUPIED
 BH2550'AND DISTANCES AND DIRECTIONS WERE CHECKED.
 BH2550'
 BH2550'REFERENCE MARK NO. 3 IS 370.60 FEET N OF THE STATION, 1 FOOT
 BH2550'S OF AN E-W FENCE
 BH2550'LINE, ON THE NORTHERN EDGE OF A CULTIVATED FIELD.
 BH2550'THE MARK PROJECTS 2 INCHES AND THE
 BH2550'DISK IS STAMPED DEDEAUX NO. 3
 BH2550'1943.
 BH2550'
 BH2550'REFERENCE MARK NO. 4 IS 352.84 FEET E OF THE STATION, 1 FOOT
 BH2550'W OF A N-S FENCE
 BH2550'LINE, ON THE EASTERN EDGE OF A CULTIVATED FIELD.
 BH2550'THE MARK IS SET FLUSH WITH THE
 BH2550'GROUND AND IS ABOUT 6 FEET LOWER
 BH2550'IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 BH2550'STAMPED DEDEAUX
 BH2550'NO. 4 1943.
 BH2550'
 BH2550'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND A 37-FOOT
 BH2550'TOWER IS NEEDED.
 BH2550'THE MARK WAS RECOVERED AS DESCRIBED IN 1935.
 BH2550'
 BH2550'HICKMAN LOOKOUT TOWER VISIBLE FROM THE GROUND.  37-FOOT STEEL TOWER
 BH2550'USED.
 BH2550
 BH2550                          STATION RECOVERY (1958)
 BH2550
 BH2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2550'THE STATION WAS VISITED 11-12-58.  THE STATION MARK WAS NOT LOCATED
 BH2550'DUE TO THE REFERENCE MARKS
 BH2550'BEING SET FLUSH WITH THE GROUND AND IN TALL GRASS IN A CULTIVATED
 BH2550'FIELD.  REFERENCE MARKS NO. 1 OR NO. 2
 BH2550'WERE NOT FOUND AT THIS DATE.  THE AZIMUTH MARK WAS NOT
 BH2550'FOUND.  THE DESCRIPTIONS FOR THIS STATION IS
 BH2550'INADEQUATE TO LOCATE THE MARKS.
 BH2550
 BH2550                          STATION RECOVERY (1972)
 BH2550
 BH2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2550'THE STATION WAS VISITED 4-25-72 AND THE STATION, REFERENCE MARK
 BH2550'NO. 3 AND NO. 4
 BH2550'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BH2550'AZIMUTH MARK IS OBSTRUCTED FROM
 BH2550'THE STATION AND THE HICKMAN LOOKOUT TOWER
 BH2550'IS NOT VISIBLE FROM THE STATION.  THE STATION
 BH2550'SURFACE MARK IS ABOUT 1 FOOT
 BH2550'BELOW THE SURFACE OF THE GROUND.  A NEW DESCRIPTION FOLLOWS-
 BH2550'
 BH2550'THE STATION IS LOCATED 9.5 MILES SOUTHWEST OF PERKINSTON, 12 MILES
 BH2550'SOUTHWEST OF
 BH2550'WIGGINS, IN THE NORTHEAST 1/4 OF SECTION 33, T 3 S., R 13 W.,
 BH2550'ON PROPERTY OWNED BY MR. LEVI
 BH2550'DEDEAUX, IN A FIELD AND ON THE TOP OF A HILL
 BH2550'NORTH OF HIS RESIDENCE.  IT IS ABOUT 250 YARDS
 BH2550'WEST OF ANOTHER FARM HOUSE
 BH2550'200 METERS WEST OF THE NORTH ON E OF TWO LARGE OAK TREES IN THE
 BH2550'FARM YARD 127 METERS
 BH2550'NORTHWEST OF AN 18-INCH PINE TREE, 370 FEET SOUTH OF AN OLD
 BH2550'FENCE LINE, 352 FEET WEST OF
 BH2550'A NORTH-SOUTH FENCE LINE.  IT IS A TRIANGULARTION
 BH2550'STATION DISK STAMPED DEDEAUX 1935, 1 FOOT BELOW
 BH2550'THE SURFACE OF THE GROUND,
 BH2550'
 BH2550'REFERENCE MARK NO. 3 IS 370.51 FEET NORTH OF THE STATION IN AN OLD
 BH2550'EAST-WEST FENCE
 BH2550'LINE.  IT IS 45 FEET EAST OF A 4-INCH CHERRY TREE, 241 FEET
 BH2550'EAST OF A 12-INCH PINE TREE, 192
 BH2550'FEET WEST OF A 10-INCH PINE TREE AND 1
 BH2550'FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BH2550'REFERENCE MARK DISK STAMPED
 BH2550'DEDEAUX NO 3 1943 PROJECTING 1 INCH.
 BH2550'
 BH2550'REFERENCE MARK NO. 4 IS 352.59 FEET EAST OF THE STATION IN AND
 BH2550'EAST-WEST FENCE
 BH2550'LINE.  IT IS 15 FEET NORTH OF A 15-INCH CHERRY TREE, 118
 BH2550'FEET NORTH OF A 10-INCH PINE TREE,
 BH2550'132 FEET SOUTH OF A 15-INCH CHERRY TREE,
 BH2550'1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL
 BH2550'WITNESS POST.  IT IS
 BH2550'A REFERENCE MARK DISK STAMPED DEDEAUX NO 4 1943, FLUSH WITH THE
 BH2550'GROUND.
 BH2550'
 BH2550'THE AZIMUTH MARK IS 0.7 MILE WEST-SOUTHWEST OF THE STATION, 30 FEET
 BH2550'NORTH OF THE
 BH2550'CENTER OF A BLACK TOP ROAD, 108.5 FEET NORTHEAST OF A POWER
 BH2550'POLE AND 1 FOOT NORTH OF A
 BH2550'METAL WITNESS POST.  IT IS ABOUT 4 FEET ABOVE
 BH2550'THE LEVEL OF THE ROAD.  IT IS A REFERENCE
 BH2550'MARK DISK STAMPED DEDEAUX AZL
 BH2550'1933 PROJECTING 6 INCHES.
 BH2550'
 BH2550'TO REACH THE STATION FROM THE POST OFFICE IN PERKINSTON, GO SOUTH
 BH2550'WEST ON A BLACK
 BH2550'TOP ROAD ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR
 BH2550'8.2 MILES TO A SIDE ROAD LEFT ON
 BH2550'THE TOP OF A HILL JUST BEFORE REACHING
 BH2550'A CHURCH, CONTINUE WEST ON A BLACK TOP ROAD FOR 2.9
 BH2550'MILES TO A CROSS ROAD*
 BH2550'TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD FOR 0.3 MILE, THENCE
 BH2550'ABOUT 300 YARDS
 BH2550'WEST ACROSS A PASTURE TO THE TOP OF THE HILL AND THE STATION.
 BH2550'
 BH2550'*TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD CONTINUE WEST FOR
 BH2550'0.9 MILES TO THE
 BH2550'MARK ON THE RIGHT.
 BH2550'
 BH2550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9.5 MILES SOUTHWEST
 BH2550'OF PERKINSTON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0270 ***********************************************************************
 DJ0270  DESIGNATION -  DEEN
 DJ0270  PID         -  DJ0270
 DJ0270  STATE/COUNTY-  MS/MONROE
 DJ0270  USGS QUAD   -  AMORY SW (1992)
 DJ0270
 DJ0270                         *CURRENT SURVEY CONTROL
 DJ0270  ___________________________________________________________________
 DJ0270* NAD 83(1993)-  33 48 10.73973(N)    088 28 04.05324(W)     ADJUSTED  
 DJ0270* NAVD 88     -        66.247  (meters)     217.35   (feet)  ADJUSTED  
 DJ0270  ___________________________________________________________________
 DJ0270  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DJ0270  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0270  DYNAMIC HT  -          66.179 (meters)     217.12  (feet)  COMP
 DJ0270  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DJ0270
 DJ0270  HORZ ORDER  -  THIRD
 DJ0270  VERT ORDER  -  SECOND    CLASS 0
 DJ0270
 DJ0270.The horizontal coordinates were established by classical geodetic methods
 DJ0270.and adjusted by the National Geodetic Survey in May 1994.
 DJ0270
 DJ0270.The orthometric height was determined by differential leveling
 DJ0270.and adjusted in June 1991.
 DJ0270
 DJ0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0270
 DJ0270.The geoid height was determined by GEOID03.
 DJ0270
 DJ0270.The dynamic height is computed by dividing the NAVD 88
 DJ0270.geopotential number by the normal gravity value computed on the
 DJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0270.degrees latitude (g = 980.6199 gals.).
 DJ0270
 DJ0270.The modeled gravity was interpolated from observed gravity values.
 DJ0270
 DJ0270;                    North         East     Units Scale Factor Converg.
 DJ0270;SPC MS E     -   477,155.161   333,846.566   MT  0.99996412   +0 12 12.1
 DJ0270;SPC MS E     - 1,565,466.56  1,095,294.94   sFT  0.99996412   +0 12 12.1
 DJ0270;UTM  16      - 3,741,279.818   364,134.700   MT  0.99982756   -0 49 00.2
 DJ0270
 DJ0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0270!SPC MS E     -   0.99999396  x   0.99996412  =   0.99995808
 DJ0270!UTM  16      -   0.99999396  x   0.99982756  =   0.99982152
 DJ0270
 DJ0270|---------------------------------------------------------------------|
 DJ0270| PID    Reference Object                     Distance      Geod. Az  |
 DJ0270|                                                           dddmmss.s |
 DJ0270| DJ0271 DEEN RM 2                            42.270 METERS 00145     |
 DJ0270| DJ0268 DEEN RM 1                            35.881 METERS 12308     |
 DJ0270| DJ0269 DEEN AZ MK                                         1413232.8 |
 DJ0270| DJ1897 ABERDEEN COUNTY CTHSE TOWER         APPROX. 7.1 KM 2871333.4 |
 DJ0270| DJ1899 ABERDEEN MONROE CO COMP TANK        APPROX. 7.8 KM 2942938.6 |
 DJ0270|---------------------------------------------------------------------|
 DJ0270
 DJ0270                          SUPERSEDED SURVEY CONTROL
 DJ0270
 DJ0270  NAD 83(1993)-  33 48 10.74515(N)    088 28 04.05139(W) AD(       ) 3
 DJ0270  NAD 83(1986)-  33 48 10.74785(N)    088 28 04.05232(W) AD(       ) 3
 DJ0270  NAD 27      -  33 48 10.33400(N)    088 28 03.90400(W) AD(       ) 3
 DJ0270  NGVD 29 (??/??/92)   66.212  (m)          217.23   (f) ADJ UNCH    2 0
 DJ0270
 DJ0270.Superseded values are not recommended for survey control.
 DJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0270.See file dsdata.txt to determine how the superseded data were derived.
 DJ0270
 DJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6413541280(NAD 83)
 DJ0270_MARKER: DB = BENCH MARK DISK
 DJ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0270_STAMPING: DEEN 1949
 DJ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0270+STABILITY: SURFACE MOTION
 DJ0270
 DJ0270  HISTORY     - Date     Condition        Report By
 DJ0270  HISTORY     - 1949     MONUMENTED       CGS
 DJ0270  HISTORY     - 1963     GOOD             MSHD
 DJ0270  HISTORY     - 1964     GOOD             MSHD
 DJ0270  HISTORY     - 1965     GOOD             MSHD
 DJ0270
 DJ0270                          STATION DESCRIPTION
 DJ0270
 DJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ0270'STATION IS LOCATED 5 MILES SOUTHEAST OF ABERDEEN, 319 FEET SOUTHEAST
 DJ0270'OF THE INTERSECTION OF U.S. HIGHWAY NO. 45 WITH A MACADAM ROAD
 DJ0270'EAST AND A GRAVELED ROAD WEST, 61 FEET WEST OF THE CENTERLINE OF
 DJ0270'U.S. HIGHWAY NO. 45, AND 26 FEET SOUTH OF A ROW CONCRETE HIGHWAY
 DJ0270'MARKER.
 DJ0270'
 DJ0270'TO REACH THE STATION FROM THE TRAFFIC SIGNAL AT THE CENTER OF
 DJ0270'THE BUSINESS DISTRICT IN ABERDEEN, GO SOUTHEASTERLY ON U.S. HIGHWAY
 DJ0270'NO. 45 FOR 4.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 DJ0270'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEASTERLY
 DJ0270'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DJ0270'
 DJ0270'THE STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 DJ0270'THE DISK IS STAMPED DEEN 1949.
 DJ0270'
 DJ0270'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE CENTERLINE OF U.S.
 DJ0270'HIGHWAY NO. 45.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DJ0270'DEEN NO 1 1949.
 DJ0270'
 DJ0270'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE CENTERLINE OF U.S.
 DJ0270'HIGHWAY NO. 45, 32 FEET WEST OF THE WEST EDGE OF A DRIVEWAY TO A
 DJ0270'GAS STATION, AND 3 FEET WEST OF A TELEPHONE POLE.  IT PROJECTS 1
 DJ0270'INCH, AND THE DISK IS STAMPED DEEN NO 1 1949.
 DJ0270'
 DJ0270'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 DJ0270'NO. 45, 4-1/2 FEET SOUTHWEST OF A WITNESS POST, AND 3 FEET EAST OF
 DJ0270'A ROW CONCRETE HIGHWAY MARKER.  IT PROJECTS 3 INCHES, AND THE DISK
 DJ0270'IS STAMPED DEEN 1949.
 DJ0270'
 DJ0270'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 10-INCH SQUARE
 DJ0270'CONCRETE POSTS.
 DJ0270'
 DJ0270'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ0270
 DJ0270                          STATION RECOVERY (1963)
 DJ0270
 DJ0270'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0270'THE STATION WAS VISITED 1-7-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ0270'CONDITION.
 DJ0270'
 DJ0270'THE 1949 DESCRIPTION IS ADEQUATE.  METAL WITNESS POSTS WERE SET
 DJ0270'1.0 FOOT NORTH OF THE STATION AND 1.0 FOOT EAST OF THE AZIMUTH MARK.
 DJ0270
 DJ0270                          STATION RECOVERY (1964)
 DJ0270
 DJ0270'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0270'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DJ0270'
 DJ0270'THE 1949 DESCRIPTION BY V.R.S. IS ADEQUATE.
 DJ0270'
 DJ0270'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND ELEVATIONS
 DJ0270'ESTABLISHED AT THIS TIME.
 DJ0270
 DJ0270                          STATION RECOVERY (1965)
 DJ0270
 DJ0270'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0270'4.7 MI S FROM ABERDEEN.
 DJ0270'TO REACH THE MARK FROM THE TRAFFIC SIGNAL AT THE CENTER OF THE
 DJ0270'BUSINESS DISTRICT IN ABERDEEN GO SOUTH ON U. S. HIGHWAY 45 FOR 4.7
 DJ0270'MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0270'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST.  IT IS 61.5 FEET
 DJ0270'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A R.O.W.
 DJ0270'MARKER, 98 FEET SOUTHEAST OF A POWERLINE POLE, 1 FOOT SOUTH OF A METAL
 DJ0270'WITNESS POST, 2 FEET ABOVE THE HIGHWAY LEVEL AND 0.4 FEET BELOW THE
 DJ0270'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0269 ***********************************************************************
 DJ0269  DESIGNATION -  DEEN AZ MK
 DJ0269  PID         -  DJ0269
 DJ0269  STATE/COUNTY-  MS/MONROE
 DJ0269  USGS QUAD   -  AMORY SW (1992)
 DJ0269
 DJ0269                         *CURRENT SURVEY CONTROL
 DJ0269  ___________________________________________________________________
 DJ0269* NAD 83(1986)-  33 47 58.     (N)    088 27 52.     (W)     SCALED    
 DJ0269* NAVD 88     -        64.692  (meters)     212.24   (feet)  ADJUSTED  
 DJ0269  ___________________________________________________________________
 DJ0269  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0269  DYNAMIC HT  -          64.626 (meters)     212.03  (feet)  COMP
 DJ0269  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 DJ0269
 DJ0269  VERT ORDER  -  SECOND    CLASS 0
 DJ0269
 DJ0269.The horizontal coordinates were scaled from a topographic map and have
 DJ0269.an estimated accuracy of +/- 6 seconds.
 DJ0269
 DJ0269.The orthometric height was determined by differential leveling
 DJ0269.and adjusted in June 1991.
 DJ0269
 DJ0269.The geoid height was determined by GEOID03.
 DJ0269
 DJ0269.The dynamic height is computed by dividing the NAVD 88
 DJ0269.geopotential number by the normal gravity value computed on the
 DJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0269.degrees latitude (g = 980.6199 gals.).
 DJ0269
 DJ0269.The modeled gravity was interpolated from observed gravity values.
 DJ0269
 DJ0269;                    North         East    Units  Estimated Accuracy
 DJ0269;SPC MS E     -   476,760.      334,160.      MT  (+/- 180 meters Scaled)
 DJ0269
 DJ0269                          SUPERSEDED SURVEY CONTROL
 DJ0269
 DJ0269  NGVD 29 (??/??/92)   64.658  (m)          212.13   (f) ADJ UNCH    2 0
 DJ0269
 DJ0269.Superseded values are not recommended for survey control.
 DJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0269.See file dsdata.txt to determine how the superseded data were derived.
 DJ0269
 DJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC644408(NAD 83)
 DJ0269_MARKER: DZ = AZIMUTH MARK DISK
 DJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0269_STAMPING: DEEN 1949
 DJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0269+STABILITY: SURFACE MOTION
 DJ0269
 DJ0269  HISTORY     - Date     Condition        Report By
 DJ0269  HISTORY     - 1949     MONUMENTED       CGS
 DJ0269  HISTORY     - 1965     GOOD             MSHD
 DJ0269
 DJ0269                          STATION DESCRIPTION
 DJ0269
 DJ0269'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0269'5.0 MI S FROM ABERDEEN.
 DJ0269'TO REACH THE MARK FROM THE TRAFFIC SIGNAL AT THE CENTER OF THE
 DJ0269'BUSINESS DISTRICT IN ABERDEEN GO SOUTH ON U. S. HIGHWAY 45 FOR 4.7
 DJ0269'MILES TO A CROSSROAD AND TRIANGULATION STATION DEEN ON THE LEFT,
 DJ0269'CONTINUE AHEAD 0.3 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0269'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST.  IT IS 48 FEET WEST
 DJ0269'OF THE CENTER OF THE HIGHWAY, 3 FEET EAST OF A RIGHT-OF-WAY MARKER, 1
 DJ0269'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ0269'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0268 ***********************************************************************
 DJ0268  DESIGNATION -  DEEN RM 1
 DJ0268  PID         -  DJ0268
 DJ0268  STATE/COUNTY-  MS/MONROE
 DJ0268  USGS QUAD   -  AMORY SW (1992)
 DJ0268
 DJ0268                         *CURRENT SURVEY CONTROL
 DJ0268  ___________________________________________________________________
 DJ0268* NAD 83(1986)-  33 48 10.     (N)    088 28 03.     (W)     SCALED    
 DJ0268* NAVD 88     -        65.996  (meters)     216.52   (feet)  ADJUSTED  
 DJ0268  ___________________________________________________________________
 DJ0268  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0268  DYNAMIC HT  -          65.929 (meters)     216.30  (feet)  COMP
 DJ0268  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DJ0268
 DJ0268  VERT ORDER  -  SECOND    CLASS 0
 DJ0268
 DJ0268.The horizontal coordinates were scaled from a topographic map and have
 DJ0268.an estimated accuracy of +/- 6 seconds.
 DJ0268
 DJ0268.The orthometric height was determined by differential leveling
 DJ0268.and adjusted in June 1991.
 DJ0268
 DJ0268.The geoid height was determined by GEOID03.
 DJ0268
 DJ0268.The dynamic height is computed by dividing the NAVD 88
 DJ0268.geopotential number by the normal gravity value computed on the
 DJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0268.degrees latitude (g = 980.6199 gals.).
 DJ0268
 DJ0268.The modeled gravity was interpolated from observed gravity values.
 DJ0268
 DJ0268;                    North         East    Units  Estimated Accuracy
 DJ0268;SPC MS E     -   477,130.      333,870.      MT  (+/- 180 meters Scaled)
 DJ0268
 DJ0268                          SUPERSEDED SURVEY CONTROL
 DJ0268
 DJ0268  NGVD 29 (??/??/92)   65.961  (m)          216.41   (f) ADJ UNCH    2 0
 DJ0268
 DJ0268.Superseded values are not recommended for survey control.
 DJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0268.See file dsdata.txt to determine how the superseded data were derived.
 DJ0268
 DJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC641412(NAD 83)
 DJ0268_MARKER: DB = BENCH MARK DISK
 DJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0268_STAMPING: DEEN NO. 1 1949
 DJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0268+STABILITY: SURFACE MOTION
 DJ0268
 DJ0268  HISTORY     - Date     Condition        Report By
 DJ0268  HISTORY     - 1949     MONUMENTED       CGS
 DJ0268  HISTORY     - 1965     GOOD             MSHD
 DJ0268
 DJ0268                          STATION DESCRIPTION
 DJ0268
 DJ0268'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0268'4.7 MI S FROM ABERDEEN.
 DJ0268'TO REACH THE MARK FROM THE TRAFFIC SIGNAL AT THE CENTER OF THE
 DJ0268'BUSINESS DISTRICT IN ABERDEEN GO SOUTH ON U. S. HIGHWAY 45 FOR 4.7
 DJ0268'MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0268'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST.  IT IS 117.72 FEET
 DJ0268'SOUTHEAST OF TRIANGULATION STATION DEEN, 37.5 FEET SOUTHWEST OF THE
 DJ0268'CENTERLINE OF THE HIGHWAY AND THE EAST EDGE OF A CULTIVATED FIELD, 3
 DJ0268'FEET NORTHWEST OF THE PROJECTED PLANE OF THE WEST WALL OF A BLOCK
 DJ0268'BUILDING LOCATED ACROSS THE HIGHWAY AND NORTH OF THE MARK, 139 FEET
 DJ0268'SOUTHEAST OF AN RIGHT-OF-WAY MARKER, 1 FOOT NORTHWEST OF A METAL
 DJ0268'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0271 ***********************************************************************
 DJ0271  DESIGNATION -  DEEN RM 2
 DJ0271  PID         -  DJ0271
 DJ0271  STATE/COUNTY-  MS/MONROE
 DJ0271  USGS QUAD   -  AMORY SW (1992)
 DJ0271
 DJ0271                         *CURRENT SURVEY CONTROL
 DJ0271  ___________________________________________________________________
 DJ0271* NAD 83(1986)-  33 48 10.     (N)    088 28 03.     (W)     SCALED    
 DJ0271* NAVD 88     -        66.244  (meters)     217.34   (feet)  ADJUSTED  
 DJ0271  ___________________________________________________________________
 DJ0271  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0271  DYNAMIC HT  -          66.176 (meters)     217.11  (feet)  COMP
 DJ0271  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 DJ0271
 DJ0271  VERT ORDER  -  SECOND    CLASS 0
 DJ0271
 DJ0271.The horizontal coordinates were scaled from a topographic map and have
 DJ0271.an estimated accuracy of +/- 6 seconds.
 DJ0271
 DJ0271.The orthometric height was determined by differential leveling
 DJ0271.and adjusted in June 1991.
 DJ0271
 DJ0271.The geoid height was determined by GEOID03.
 DJ0271
 DJ0271.The dynamic height is computed by dividing the NAVD 88
 DJ0271.geopotential number by the normal gravity value computed on the
 DJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0271.degrees latitude (g = 980.6199 gals.).
 DJ0271
 DJ0271.The modeled gravity was interpolated from observed gravity values.
 DJ0271
 DJ0271;                    North         East    Units  Estimated Accuracy
 DJ0271;SPC MS E     -   477,130.      333,870.      MT  (+/- 180 meters Scaled)
 DJ0271
 DJ0271                          SUPERSEDED SURVEY CONTROL
 DJ0271
 DJ0271  NGVD 29 (??/??/92)   66.19   (m)          217.2    (f) COMPUTED    2 0
 DJ0271
 DJ0271.Superseded values are not recommended for survey control.
 DJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0271.See file dsdata.txt to determine how the superseded data were derived.
 DJ0271
 DJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC641412(NAD 83)
 DJ0271_MARKER: DR = REFERENCE MARK DISK
 DJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0271_STAMPING: DEEN NO. 2 1949
 DJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0271+STABILITY: SURFACE MOTION
 DJ0271
 DJ0271  HISTORY     - Date     Condition        Report By
 DJ0271  HISTORY     - 1949     MONUMENTED       CGS
 DJ0271  HISTORY     - 1965     GOOD             MSHD
 DJ0271
 DJ0271                          STATION DESCRIPTION
 DJ0271
 DJ0271'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ0271'4.7 MI S FROM ABERDEEN.
 DJ0271'TO REACH THE MARK FROM THE TRAFFIC SIGNAL AT THE CENTER OF THE
 DJ0271'BUSINESS DISTRICT IN ABERDEEN BY GOING SOUTH ON U. S. HIGHWAY 45 FOR
 DJ0271'4.7 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0271'SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST.  IT IS 138.68 FEET
 DJ0271'NORTH OF TRIANGULATION STATION DEEN, 41 FEET EAST OF THE CENTERLINE OF
 DJ0271'THE HIGHWAY, 81 FEET NORTHWEST OF A POWERLINE POLE WITH WIRES RUNNING
 DJ0271'IN FOUR DIRECTIONS, 64 FEET SOUTHWEST OF A 24-INCH PECAN TREE, 3 FEET
 DJ0271'WEST OF TELEPHONE LINE POLE NO. 63, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ0271'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0519 ***********************************************************************
 BH0519  DESIGNATION -  DEEP CREEK
 BH0519  PID         -  BH0519
 BH0519  STATE/COUNTY-  MS/PERRY
 BH0519  USGS QUAD   -  BARBARA (1982)
 BH0519
 BH0519                         *CURRENT SURVEY CONTROL
 BH0519  ___________________________________________________________________
 BH0519* NAD 83(1993)-  30 55 08.86013(N)    088 54 58.80983(W)     ADJUSTED  
 BH0519* NAVD 88     -        72.12   (+/-2cm)     236.6    (feet)  VERTCON   
 BH0519  ___________________________________________________________________
 BH0519  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH0519  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0519  HORZ ORDER  -  FIRST
 BH0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0519
 BH0519.The horizontal coordinates were established by classical geodetic methods
 BH0519.and adjusted by the National Geodetic Survey in May 1994.
 BH0519
 BH0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0519.The vertical order pertains to the NGVD 29 superseded value.
 BH0519
 BH0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0519
 BH0519.The geoid height was determined by GEOID03.
 BH0519
 BH0519;                    North         East     Units Scale Factor Converg.
 BH0519;SPC MS E     -   157,313.934   292,066.599   MT  0.99995078   -0 02 33.5
 BH0519;SPC MS E     -   516,120.80    958,221.83   sFT  0.99995078   -0 02 33.5
 BH0519;UTM  16      - 3,422,213.168   316,884.500   MT  1.00001363   -0 59 05.8
 BH0519
 BH0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0519!SPC MS E     -   0.99999313  x   0.99995078  =   0.99994391
 BH0519!UTM  16      -   0.99999313  x   1.00001363  =   1.00000676
 BH0519
 BH0519|---------------------------------------------------------------------|
 BH0519| PID    Reference Object                     Distance      Geod. Az  |
 BH0519|                                                           dddmmss.s |
 BH0519| BH0517 DEEP CREEK RM 1                      41.090 METERS 05157     |
 BH0519| BH2529 WIGGINS MUNICIPAL TANK              APPROX.22.1 KM 2535724.1 |
 BH0519| BH2523 WIGGINS ATT MICROWAVE               APPROX.16.7 KM 2665257.0 |
 BH0519| BH0516 DEEP CREEK AZ MK                                   2675731.9 |
 BH0519| DD7828 DEEP CREEK AZ MK 2                                 2720002.2 |
 BH0519| BH2521 WIGGINS FL GAS TRANSM RAD MAST      APPROX.11.3 KM 2871058.9 |
 BH0519| BH0518 DEEP CREEK RM 2                      43.327 METERS 31110     |
 BH0519|---------------------------------------------------------------------|
 BH0519
 BH0519                          SUPERSEDED SURVEY CONTROL
 BH0519
 BH0519  NAD 83(1986)-  30 55 08.87767(N)    088 54 58.80909(W) AD(       ) 1
 BH0519  NAD 27      -  30 55 08.20500(N)    088 54 58.64900(W) AD(       ) 1
 BH0519  NGVD 29 (??/??/??)   72.123  (m)          236.62   (f) ADJUSTED    2 0
 BH0519
 BH0519.Superseded values are not recommended for survey control.
 BH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0519.See file dsdata.txt to determine how the superseded data were derived.
 BH0519
 BH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1688522213(NAD 83)
 BH0519_MARKER: DS = TRIANGULATION STATION DISK
 BH0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0519_STAMPING: DEEP CREEK 1942
 BH0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0519+STABILITY: SURFACE MOTION
 BH0519
 BH0519  HISTORY     - Date     Condition        Report By
 BH0519  HISTORY     - 1942     MONUMENTED       CGS
 BH0519  HISTORY     - 1956     GOOD             CGS
 BH0519  HISTORY     - 1964     GOOD             CGS
 BH0519  HISTORY     - 1966     GOOD             MSHD
 BH0519  HISTORY     - 1966     GOOD             MSHD
 BH0519
 BH0519                          STATION DESCRIPTION
 BH0519
 BH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH0519'STATION IS LOCATED ABOUT 8 MILES W AND 4 MILES S OF THE VILLAGE OF
 BH0519'LEAF, MISSISSIPPI, AND ABOUT 0.2 MILE NW OF THE DEEP CREEK
 BH0519'SCHOOL.  IT IS ABOUT 0.1 MILE W OF CROSSROADS N OF THE SCHOOL, 33-1/2
 BH0519'FEET S OF THE E-W DIRT ROAD, 4 FEET N OF A WHITE REFERENCE POST,
 BH0519'PROJECTS ABOUT 8 INCHES, AND IS STAMPED DEEP CREEK 1942.
 BH0519'
 BH0519'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 BH0519'SET IN CONCRETE.
 BH0519'
 BH0519'REFERENCE MARK NO.1 IS 134.81 FEET NE OF THE STATION.  THE MARK IS
 BH0519'SET 1 FOOT S OF AN E-W FENCE LINE, 51 FEET N OF THE CENTER LINE OF
 BH0519'AN E-W DIRT ROAD, PROJECTS 4 INCHES, AND IS STAMPED DEEP CREEK NO.1
 BH0519'1942.
 BH0519'
 BH0519'REFERENCE MARK NO.2 IS 141.83 FEET NW OF THE STATION.  THE MARK IS
 BH0519'SET 1 FOOT S OF AN E-W FENCE LINE, 63 FEET N OF THE CENTER LINE
 BH0519'OF AN E-W ROAD, PROJECTS 4 INCHES, AND IS STAMPED DEEP CREEK NO.2
 BH0519'1942.
 BH0519'
 BH0519'THE AZIMUTH MARK IS 0.55 MILE W OF THE STATION ON THE N SIDE OF THE
 BH0519'ROAD, 38 FEET S OF THE N RIGHT-OF-WAY FENCE LINE, 27 FEET N OF THE
 BH0519'CENTER LINE OF THE E-W DIRT ROAD, AND 3 FEET E OF A WHITE REFERENCE
 BH0519'POST.  THE AZIMUTH MARK PROJECTS ABOUT 5 INCHES AND IS STAMPED
 BH0519'DEEP CREEK 1942.
 BH0519'
 BH0519'TO REACH THE STATION FROM THE MAIN T-ROAD W IN THE VILLAGE OF LEAF,
 BH0519'MISSISSIPPI, GO W FOR 8.6 MILES TO A T-ROAD WITH A SIGN FIRE
 BH0519'PREVENTION IN THE TRIANGLE, TURN LEFT AND GO S 4.2 MILES TO
 BH0519'CROSSROADS JUST N OF THE DEEP CREEK SCHOOL, TURN RIGHT, W, AND
 BH0519'GO 0.1 MILE TO TOP OF HILL AND STATION ON LEFT.
 BH0519'
 BH0519'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BH0519
 BH0519                          STATION RECOVERY (1956)
 BH0519
 BH0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BH0519'THE STATION WAS VISITED ON OCTOBER 25, 1956.  THE STATION, AZIMUTH
 BH0519'MARK, AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BH0519'THE 1942 DESCRIPTION BY R.A.E. IS
 BH0519'ADEQUATE WITH A NEW DESCRIPTION TO REACH THE STATION, WHICH FOLLOWS-
 BH0519'
 BH0519'TO REACH THE STATION FROM THE POST OFFICE IN LEAF (5.75 MI. S OF
 BH0519'MCLAIN), GO W ACROSS THE TRACK AND GO 0.1 MI. TO A CROSSROAD,
 BH0519'CONTINUE W ON NATIONAL FOREST ROAD NO. 309 FOR 8.6 MI. TO A FORK,
 BH0519'TAKE THE LEFT FORK AND GO S ON NATIONAL FOREST ROAD NO. 307 FOR
 BH0519'0.1 MI. TO THE STATION ON THE LEFT AT THE TOP OF THE HILL.
 BH0519'
 BH0519'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON NATIONAL FOREST
 BH0519'ROAD NO. 307 FOR 0.55 MI. TO THE MARK ON THE RIGHT.
 BH0519
 BH0519                          STATION RECOVERY (1964)
 BH0519
 BH0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH0519'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN
 BH0519'GOOD CONDITION.  THE AZIMUTH MARK WILL NOT SEE THE STATION
 BH0519'BECAUSE OF PINE TREES ON LINE, THEREFORE, A NEW AZIMUTH MARK
 BH0519'WAS ESTABLISHED AT THIS TIME.  A DIFFERENCE OF 0.097 METER WAS
 BH0519'FOUND TO REFERENCE MARK NO. 2.  A COMPLETE NEW DESCRIPTION
 BH0519'FOLLOWS--STATION IS LOCATED ON PROPERTY OF THE DESOTO NATIONAL
 BH0519'FOREST, ABOUT 14 MILES EAST-NORTHEAST OF WIGGINS AND 0.2 MILE
 BH0519'NORTHWEST OF THE DEEP CREEK BRICK SCHOOL(ABANDONED).  IT IS
 BH0519'0.05 MILE WEST OF A CROSS ROAD, 34-1/2 FEET SOUTH OF THE CENTER
 BH0519'LINE OF SURFACED ROAD, 64 FEET WEST-NORTHWEST OF A
 BH0519'24-INCH TWIN OAK TREE WITH A TRIANGLE BLAZE, 32 FEET
 BH0519'NORTH OF A 5-INCH PINE TREE WITH A TRIANGLE BLAZE AND 4.0
 BH0519'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK
 BH0519'IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 BH0519'PROJECTING 6-INCHES AND IS STAMPED DEEP CREEK 1942.
 BH0519'
 BH0519'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 BH0519'CONCRETE MONUMENT PROJECTING 4-INCHES AND IS STAMPED DEEP CREEK
 BH0519'NO 1 1942.  IT IS 50-1/2 FEET NORTH OF THE CENTER OF A
 BH0519'SURFACED ROAD, 15-1/2 FEET NORTHWEST OF AN 18-INCH OAK TREE
 BH0519'AND 0.7 FOOT SOUTH OF A FENCE LINE.
 BH0519'
 BH0519'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 BH0519'CONCRETE MONUMENT PROJECTING 4-INCHES AND IS STAMPED DEEP CREEK
 BH0519'NO 2 1942.  IT IS 59.0 FEET NORTH OF THE CENTER LINE OF A
 BH0519'SURFACED ROAD, 6.0 FEET EAST-SOUTHEAST OF AN 18-INCH PINE TREE
 BH0519'AND 0.7 FOOT SOUTH OF A FENCE LINE.
 BH0519'
 BH0519'AZIMUTH MARK (1964) IS 44.0 FEET NORTH OF THE CENTER LINE OF
 BH0519'A SURFACED ROAD, 21-1/2 FEET EAST OF A 12-INCH PINE TREE
 BH0519'WITH A TRIANGLE BLAZE, 19.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 BH0519'FENCE LINE AND 3.0 FEET SOUTH OF A METAL WITNESS POST
 BH0519'AND SIGN.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BH0519'CONCRETE MONUMENT PROJECTING 4-INCHES AND IS STAMPED DEEP CREEK 1964.
 BH0519'
 BH0519'AZIMUTH MARK (1942) IS 38.3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 BH0519'FENCE LINE, 32.0 FEET NORTH OF THE CENTER OF A SURFACED ROAD
 BH0519'AND 16-1/2 FEET SOUTHEAST OF A 12-INCH OAK TREE.  THE MARK
 BH0519'IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 BH0519'PROJECTING 4-INCHES AND IS STAMPED DEEP CREEK 1942.
 BH0519'
 BH0519'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 BH0519'26 AT THE SOUTH EDGE OF WIGGINS, GO EAST ON STATE HIGHWAY 26
 BH0519'FOR 8.4 MILES TO THE JUNCTION OF STATE HIGHWAY 15 LEADING SOUTH,
 BH0519'CONTINUE EAST ON HIGHWAY 26 FOR 4.8 MILES TO CENTER OF A CONCRETE
 BH0519'AND STEEL BRIDGE SPANNING BLACK CREEK, CONTINUE EAST FOR 0.85
 BH0519'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A SURFACED
 BH0519'AND GRAVELED ROAD FOR 4.9 MILES TO A CROSS ROAD.  TURN LEFT AND
 BH0519'GO WEST ON SURFACED ROAD FOR 0.05 MILE TO STATION ON LEFT.
 BH0519'CONTINUE WEST ON SURFACED ROAD FOR 0.3 MILE TO AZIMUTH MARK (1964)
 BH0519'ON THE RIGHT.  CONTINUE WEST ON SURFACED ROAD FOR 0.25 MILE TO
 BH0519'AZIMUTH MARK (1942) ON THE RIGHT.
 BH0519'
 BH0519'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 25.92 METERS.
 BH0519
 BH0519                          STATION RECOVERY (1966)
 BH0519
 BH0519'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0519'THE STATION WAS VISITED 2-15-66 AND ALL MARKS WERE FOUND IN GOOD
 BH0519'CONDITION.
 BH0519'
 BH0519'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BH0519'OFFICE ON HIGHWAY 98 IN LUCEDALE GO NORTH FOR 0.25 MILES TO
 BH0519'HIGHWAY 26 ON THE LEFT, TURN LEFT AND GO 14.65 MILES TO THE
 BH0519'INTERSECTION OF HIGHWAY 57, TURN RIGHT AND GO 0.2 MILES TO A
 BH0519'BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 9.1 MILES TO THE
 BH0519'INTERSECTION OF DESOTO NATIONAL FOREST ROAD NO. 405, CONTINUE
 BH0519'FOR 0.1 MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BH0519'CONTINUE FOR 0.5 MILES TO THE MARK ON THE RIGHT.  THE STATION IS
 BH0519'STAMPED DEEP CREEK (1942).
 BH0519'
 BH0519'IT IS 73 FEET SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE
 BH0519'ROAD, 34 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, AND 4
 BH0519'FEET SOUTHWEST OF A METAL WITNESS POST.
 BH0519'
 BH0519'R.M. 1 IS 52 FEET NORTH OF THE BLACKTOP ROAD, 14.5 FEET NORTHWEST OF
 BH0519'A 20 INCH OAK, 0.8 FEET SOUTH OF A FENCE, AND STAMPED DEEP
 BH0519'CREEK NO. 1 (1942).
 BH0519'
 BH0519'R.M. 2 IS 59 FEET NORTH OF A BLACKTOP ROAD, 6 FEET EAST OF A 14 INCH
 BH0519'PINE, 0.8 FEET SOUTH OF A FENCE, AND STAMPED DEEP CREEK NO. 2
 BH0519'(1942).
 BH0519'
 BH0519'THE AZIMUTH MARK IS 38 FEET SOUTH OF A FENCE, 32 FEET NORTH OF THE
 BH0519'CENTER OF THE BLACKTOP ROAD, 17 FEET SOUTHEAST OF A 12 INCH OAK,
 BH0519'1.5 FEET EAST OF A METAL WITNESS POST, AND STAMPED DEEP CREEK (1942).
 BH0519
 BH0519                          STATION RECOVERY (1966)
 BH0519
 BH0519'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0519'22.35 MI NW FROM LUCEDALE.
 BH0519'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0519'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0519'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0519'AND GO 0.2 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 9.1
 BH0519'MILES TO THE INTERSECTION OF DESOTO NATIONAL FOREST ROAD NO. 405,
 BH0519'CONTINUE FOR 0.1 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 73
 BH0519'FEET SOUTHWEST OF A POWER POLE NORTH OF THE ROAD, 34 FEET SOUTH OF THE
 BH0519'BLACKTOP ROAD AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0516 ***********************************************************************
 BH0516  DESIGNATION -  DEEP CREEK AZ MK
 BH0516  PID         -  BH0516
 BH0516  STATE/COUNTY-  MS/PERRY
 BH0516  USGS QUAD   -  BARBARA (1982)
 BH0516
 BH0516                         *CURRENT SURVEY CONTROL
 BH0516  ___________________________________________________________________
 BH0516* NAD 83(1986)-  30 55 08.     (N)    088 55 31.     (W)     SCALED    
 BH0516* NAVD 88     -        63.81   (+/-2cm)     209.3    (feet)  VERTCON   
 BH0516  ___________________________________________________________________
 BH0516  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0516
 BH0516.The horizontal coordinates were scaled from a topographic map and have
 BH0516.an estimated accuracy of +/- 6 seconds.
 BH0516
 BH0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0516.The vertical order pertains to the NGVD 29 superseded value.
 BH0516
 BH0516.The geoid height was determined by GEOID03.
 BH0516
 BH0516;                    North         East    Units  Estimated Accuracy
 BH0516;SPC MS E     -   157,290.      291,210.      MT  (+/- 180 meters Scaled)
 BH0516
 BH0516                          SUPERSEDED SURVEY CONTROL
 BH0516
 BH0516  NGVD 29 (??/??/??)   63.814  (m)          209.36   (f) ADJUSTED    2 0
 BH0516
 BH0516.Superseded values are not recommended for survey control.
 BH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0516.See file dsdata.txt to determine how the superseded data were derived.
 BH0516
 BH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV160222(NAD 83)
 BH0516_MARKER: DZ = AZIMUTH MARK DISK
 BH0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0516_STAMPING: DEEP CREEK (1942)
 BH0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0516+STABILITY: SURFACE MOTION
 BH0516
 BH0516  HISTORY     - Date     Condition        Report By
 BH0516  HISTORY     - 1942     MONUMENTED       CGS
 BH0516  HISTORY     - 1966     GOOD             MSHD
 BH0516
 BH0516                          STATION DESCRIPTION
 BH0516
 BH0516'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0516'22.85 MI NW FROM LUCEDALE.
 BH0516'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0516'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0516'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0516'AND GO 0.2 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 9.1
 BH0516'MILES TO THE INTERSECTION OF DESOTO NATIONAL FOREST ROAD NO. 405,
 BH0516'CONTINUE FOR 0.6 MILES TO THE MARK ON THE RIGHT AS DESCRIBED. IT IS 38
 BH0516'FEET SOUTH OF A FENCE, 32 FEET NORTH OF THE CENTER OF THE BLACKTOP
 BH0516'ROAD, 17 FEET SOUTHEAST OF A 12 INCH OAK AND 1.5 FEET EAST OF A METAL
 BH0516'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0517 ***********************************************************************
 BH0517  DESIGNATION -  DEEP CREEK RM 1
 BH0517  PID         -  BH0517
 BH0517  STATE/COUNTY-  MS/PERRY
 BH0517  USGS QUAD   -  BARBARA (1982)
 BH0517
 BH0517                         *CURRENT SURVEY CONTROL
 BH0517  ___________________________________________________________________
 BH0517* NAD 83(1986)-  30 55 09.     (N)    088 54 58.     (W)     SCALED    
 BH0517* NAVD 88     -        71.72   (+/-2cm)     235.3    (feet)  VERTCON   
 BH0517  ___________________________________________________________________
 BH0517  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0517
 BH0517.The horizontal coordinates were scaled from a topographic map and have
 BH0517.an estimated accuracy of +/- 6 seconds.
 BH0517
 BH0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0517.The vertical order pertains to the NGVD 29 superseded value.
 BH0517
 BH0517.The geoid height was determined by GEOID03.
 BH0517
 BH0517;                    North         East    Units  Estimated Accuracy
 BH0517;SPC MS E     -   157,320.      292,090.      MT  (+/- 180 meters Scaled)
 BH0517
 BH0517                          SUPERSEDED SURVEY CONTROL
 BH0517
 BH0517  NGVD 29 (??/??/??)   71.720  (m)          235.30   (f) ADJUSTED    2 0
 BH0517
 BH0517.Superseded values are not recommended for survey control.
 BH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0517.See file dsdata.txt to determine how the superseded data were derived.
 BH0517
 BH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV169222(NAD 83)
 BH0517_MARKER: DR = REFERENCE MARK DISK
 BH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0517_STAMPING: DEEP CREEK NO. 1 (1942)
 BH0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0517+STABILITY: SURFACE MOTION
 BH0517
 BH0517  HISTORY     - Date     Condition        Report By
 BH0517  HISTORY     - 1942     MONUMENTED       CGS
 BH0517  HISTORY     - 1966     GOOD             MSHD
 BH0517
 BH0517                          STATION DESCRIPTION
 BH0517
 BH0517'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0517'22.35 MI NW FROM LUCEDALE.
 BH0517'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0517'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0517'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0517'AND GO 0.2 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 9.1
 BH0517'MILES TO THE INTERSECTION OF DESOTO NATIONAL FOREST ROAD NO. 405,
 BH0517'CONTINUE FOR 0.1 MILES TO THE MARK ON THE RIGHT AS DESCRIBED. IT IS 52
 BH0517'FEET NORTH OF THE BLACKTOP ROAD, 14.5 FEET NORTHWEST OF A 20 INCH OAK
 BH0517'AND 0.8 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0518 ***********************************************************************
 BH0518  DESIGNATION -  DEEP CREEK RM 2
 BH0518  PID         -  BH0518
 BH0518  STATE/COUNTY-  MS/PERRY
 BH0518  USGS QUAD   -  BARBARA (1982)
 BH0518
 BH0518                         *CURRENT SURVEY CONTROL
 BH0518  ___________________________________________________________________
 BH0518* NAD 83(1986)-  30 55 09.     (N)    088 54 58.     (W)     SCALED    
 BH0518* NAVD 88     -        71.89   (+/-2cm)     235.9    (feet)  VERTCON   
 BH0518  ___________________________________________________________________
 BH0518  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0518
 BH0518.The horizontal coordinates were scaled from a topographic map and have
 BH0518.an estimated accuracy of +/- 6 seconds.
 BH0518
 BH0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0518.The vertical order pertains to the NGVD 29 superseded value.
 BH0518
 BH0518.The geoid height was determined by GEOID03.
 BH0518
 BH0518;                    North         East    Units  Estimated Accuracy
 BH0518;SPC MS E     -   157,320.      292,090.      MT  (+/- 180 meters Scaled)
 BH0518
 BH0518                          SUPERSEDED SURVEY CONTROL
 BH0518
 BH0518  NGVD 29 (??/??/??)   71.886  (m)          235.85   (f) ADJUSTED    2 0
 BH0518
 BH0518.Superseded values are not recommended for survey control.
 BH0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0518.See file dsdata.txt to determine how the superseded data were derived.
 BH0518
 BH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV169222(NAD 83)
 BH0518_MARKER: DR = REFERENCE MARK DISK
 BH0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0518_STAMPING: DEEP CREEK NO 2 1942
 BH0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0518+STABILITY: SURFACE MOTION
 BH0518
 BH0518  HISTORY     - Date     Condition        Report By
 BH0518  HISTORY     - 1942     MONUMENTED       CGS
 BH0518  HISTORY     - 1966     GOOD             MSHD
 BH0518
 BH0518                          STATION DESCRIPTION
 BH0518
 BH0518'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0518'22.35 MI NW FROM LUCEDALE.
 BH0518'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0518'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26 ON THE LEFT, TURN
 BH0518'LEFT AND GO 14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT
 BH0518'AND GO 0.2 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 9.1
 BH0518'MILES TO THE INTERSECTION OF DESOTO NATIONAL FOREST NO. 405, CONTINUE
 BH0518'FOR 0.1 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 59 FEET
 BH0518'NORTH OF THE BLACKTOP ROAD, 6 FEET EAST OF A 14 INCH PINE AND 0.8 FEET
 BH0518'SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2519 ***********************************************************************
 BH2519  DESIGNATION -  DEEP CREEK RM A 1964
 BH2519  PID         -  BH2519
 BH2519  STATE/COUNTY-  MS/PERRY
 BH2519  USGS QUAD   -  BARBARA (1982)
 BH2519
 BH2519                         *CURRENT SURVEY CONTROL
 BH2519  ___________________________________________________________________
 BH2519* NAD 83(1993)-  30 55 07.94635(N)    088 54 58.62305(W)     ADJUSTED  
 BH2519* NAVD 88     -        72.33   (+/-2cm)     237.3    (feet)  VERTCON   
 BH2519  ___________________________________________________________________
 BH2519  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH2519  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH2519  HORZ ORDER  -  FIRST
 BH2519  VERT ORDER  -  THIRD ? (See Below)
 BH2519
 BH2519.The horizontal coordinates were established by classical geodetic methods
 BH2519.and adjusted by the National Geodetic Survey in May 1994.
 BH2519
 BH2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2519.The vertical order pertains to the NGVD 29 superseded value.
 BH2519
 BH2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2519
 BH2519.The geoid height was determined by GEOID03.
 BH2519
 BH2519;                    North         East     Units Scale Factor Converg.
 BH2519;SPC MS E     -   157,285.791   292,071.537   MT  0.99995078   -0 02 33.4
 BH2519;SPC MS E     -   516,028.47    958,238.03   sFT  0.99995078   -0 02 33.4
 BH2519;UTM  16      - 3,422,184.946   316,888.975   MT  1.00001361   -0 59 05.7
 BH2519
 BH2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2519!SPC MS E     -   0.99999309  x   0.99995078  =   0.99994388
 BH2519!UTM  16      -   0.99999309  x   1.00001361  =   1.00000670
 BH2519
 BH2519:                Primary Azimuth Mark                     Grid Az
 BH2519:SPC MS E     -  WIGGINS MUNICIPAL TANK                   254 04 22.3
 BH2519:UTM  16      -  WIGGINS MUNICIPAL TANK                   255 00 54.6
 BH2519
 BH2519|---------------------------------------------------------------------|
 BH2519| PID    Reference Object                     Distance      Geod. Az  |
 BH2519|                                                           dddmmss.s |
 BH2519| BH2529 WIGGINS MUNICIPAL TANK              APPROX.22.1 KM 2540148.9 |
 BH2519| BH2523 WIGGINS ATT MICROWAVE               APPROX.16.7 KM 2665847.7 |
 BH2519| BH2522 BRELAND RM 3                        APPROX.13.0 KM 2820949.6 |
 BH2519| BH2521 WIGGINS FL GAS TRANSM RAD MAST      APPROX.11.4 KM 2871840.7 |
 BH2519| BH0519 DEEP CREEK                           28.575 METERS 35000     |
 BH2519|---------------------------------------------------------------------|
 BH2519
 BH2519                          SUPERSEDED SURVEY CONTROL
 BH2519
 BH2519  NAD 83(1986)-  30 55 07.96388(N)    088 54 58.62230(W) AD(       ) 1
 BH2519  NAD 27      -  30 55 07.29120(N)    088 54 58.46222(W) AD(       ) 1
 BH2519  NGVD 29 (07/19/86)   72.33   (m)          237.3    (f) LEVELING    3  
 BH2519
 BH2519.Superseded values are not recommended for survey control.
 BH2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2519.See file dsdata.txt to determine how the superseded data were derived.
 BH2519
 BH2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1688922185(NAD 83)
 BH2519_MARKER: DS = TRIANGULATION STATION DISK
 BH2519_SETTING: 0 = UNSPECIFIED SETTING
 BH2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2519
 BH2519  HISTORY     - Date     Condition        Report By
 BH2519  HISTORY     - 1964     MONUMENTED       CGS
 BH2519
 BH2519                          STATION DESCRIPTION
 BH2519
 BH2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH2519'STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF WIGGINS,
 BH2519'IN THE DESOTO NATIONAL FOREST AND ON THE SAME PROPERTY AS
 BH2519'TRIANGULATION STATION DEEP CREEK 1942.
 BH2519'
 BH2519'STATION MARK IS A STANDARD TRIANGULATION MARK DISK STAMPED
 BH2519'DEEP CREEK RM A 1964 AND PROJECTS 1 INCH ABOVE THE SURFACE OF
 BH2519'THE GROUND.  IT IS 19.8 FEET SOUTHWEST OF A TRIANGLE BLAZED
 BH2519'OAK TREE, 12.6 FEET SOUTH OF CENTER OF PAVED ROAD AND 4.6 FEET
 BH2519'SOUTH-SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 BH2519'
 BH2519'A TRAVERSE CONNECTION WAS MADE TO DEEP CREEK 1942, DISTANCE
 BH2519'BEING 93.75 FEET OR 28.574 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2386 ***********************************************************************
 BH2386  DESIGNATION -  DEER
 BH2386  PID         -  BH2386
 BH2386  STATE/COUNTY-  MS/JACKSON
 BH2386  USGS QUAD   -  DEER ISLAND (1970)
 BH2386
 BH2386                         *CURRENT SURVEY CONTROL
 BH2386  ___________________________________________________________________
 BH2386* NAD 83(1993)-  30 21 27.67457(N)    088 48 42.27142(W)     ADJUSTED  
 BH2386* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2386  ___________________________________________________________________
 BH2386  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2386  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2386  HORZ ORDER  -  THIRD
 BH2386
 BH2386.The horizontal coordinates were established by classical geodetic methods
 BH2386.and adjusted by the National Geodetic Survey in May 1994.
 BH2386
 BH2386.The orthometric height was scaled from a topographic map.
 BH2386
 BH2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2386
 BH2386.The geoid height was determined by GEOID03.
 BH2386
 BH2386;                    North         East     Units Scale Factor Converg.
 BH2386;SPC MS E     -    95,071.166   302,075.646   MT  0.99995005   +0 00 39.3
 BH2386;SPC MS E     -   311,912.65    991,059.85   sFT  0.99995005   +0 00 39.3
 BH2386;UTM  16      - 3,359,812.717   325,877.413   MT  0.99997404   -0 54 57.2
 BH2386
 BH2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2386!SPC MS E     -   1.00000442  x   0.99995005  =   0.99995447
 BH2386!UTM  16      -   1.00000442  x   0.99997404  =   0.99997846
 BH2386
 BH2386:                Primary Azimuth Mark                     Grid Az
 BH2386:SPC MS E     -  ISLAND HOUSE                             004 06 48.2
 BH2386:UTM  16      -  ISLAND HOUSE                             005 02 24.7
 BH2386
 BH2386|---------------------------------------------------------------------|
 BH2386| PID    Reference Object                     Distance      Geod. Az  |
 BH2386|                                                           dddmmss.s |
 BH2386| BH2372 ISLAND HOUSE                        APPROX. 3.6 KM 0040727.5 |
 BH2386| BH2294 BELLE                               APPROX. 8.9 KM 1010107.7 |
 BH2386| BH2399 BILOXI CHANNEL LIGHT 4              APPROX. 8.9 KM 2822121.4 |
 BH2386| BH2413 BILOXI CHANNEL LIGHT 10             APPROX. 9.1 KM 2922143.8 |
 BH2386| DD7829 DEER RM                              44.500 METERS 29654     |
 BH2386|---------------------------------------------------------------------|
 BH2386
 BH2386                          SUPERSEDED SURVEY CONTROL
 BH2386
 BH2386  NAD 83(1993)-  30 21 27.68826(N)    088 48 42.26247(W) AD(       ) 3
 BH2386  NAD 83(1986)-  30 21 27.69593(N)    088 48 42.25959(W) AD(       ) 3
 BH2386  NAD 27      -  30 21 26.98100(N)    088 48 42.15800(W) AD(       ) 3
 BH2386
 BH2386.Superseded values are not recommended for survey control.
 BH2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2386.See file dsdata.txt to determine how the superseded data were derived.
 BH2386
 BH2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2587759813(NAD 83)
 BH2386_MARKER: Z = SEE DESCRIPTION
 BH2386_SETTING: 0 = UNSPECIFIED SETTING
 BH2386
 BH2386  HISTORY     - Date     Condition        Report By
 BH2386  HISTORY     - 1910     MONUMENTED       CGS
 BH2386  HISTORY     - 1917     MARK NOT FOUND   CGS
 BH2386  HISTORY     - 1950     MARK NOT FOUND   CGS
 BH2386  HISTORY     - 1966     MARK NOT FOUND   CGS
 BH2386
 BH2386                          STATION DESCRIPTION
 BH2386
 BH2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2386'NO TRACE OF EXISTENCE ALTHO BEACH WAS NOT WASHED AWAY IN THE
 BH2386'VICINITY.
 BH2386
 BH2386                          STATION RECOVERY (1950)
 BH2386
 BH2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2386'STATION IS LOST.  A THOROUGH SEARCH WAS MADE BUT THIS STATION COULD
 BH2386'NOT BE FOUND.
 BH2386
 BH2386                          STATION RECOVERY (1966)
 BH2386
 BH2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2386'LOST.  THE ENTIRE AREA WAS SEARCHED THOROUGHLY, BUT THE STATION COULD
 BH2386'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7172 ***********************************************************************
 AI7172  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7172  DESIGNATION -  DEER
 AI7172  PID         -  AI7172
 AI7172  STATE/COUNTY-  MS/HANCOCK
 AI7172  USGS QUAD   -  DEAD TIGER CREEK (1970)
 AI7172
 AI7172                         *CURRENT SURVEY CONTROL
 AI7172  ___________________________________________________________________
 AI7172* NAD 83(2007)-  30 22 33.93958(N)    089 35 36.46224(W)     ADJUSTED  
 AI7172* NAVD 88     -         8.47   (meters)      27.8    (feet)  GPS OBS   
 AI7172  ___________________________________________________________________
 AI7172  EPOCH DATE  -        2002.00
 AI7172  X           -      39,076.170 (meters)                     COMP
 AI7172  Y           -  -5,507,137.358 (meters)                     COMP
 AI7172  Z           -   3,206,402.034 (meters)                     COMP
 AI7172  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AI7172  ELLIP HEIGHT-         -18.790 (meters)          (02/10/07) ADJUSTED
 AI7172  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AI7172
 AI7172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7172  Type    PID    Designation                      North   East  Ellip
 AI7172  -------------------------------------------------------------------
 AI7172  NETWORK AI7172 DEER                              0.24   0.18   0.45
 AI7172  -------------------------------------------------------------------
 AI7172
 AI7172.The horizontal coordinates were established by GPS observations
 AI7172.and adjusted by the National Geodetic Survey in February 2007.
 AI7172
 AI7172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7172.The horizontal coordinates are valid at the epoch date displayed above.
 AI7172.The epoch date for horizontal control is a decimal equivalence
 AI7172.of Year/Month/Day.
 AI7172
 AI7172.The orthometric height was determined by GPS observations and a
 AI7172.high-resolution geoid model.
 AI7172.The orthometric height was determined by GPS observations and a
 AI7172.high-resolution geoid model using precise GPS observation and
 AI7172.processing techniques.
 AI7172
 AI7172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7172
 AI7172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7172
 AI7172.The ellipsoidal height was determined by GPS observations
 AI7172.and is referenced to NAD 83.
 AI7172
 AI7172.The geoid height was determined by GEOID03.
 AI7172
 AI7172;                    North         East     Units Scale Factor Converg.
 AI7172;SPC MS E     -    97,356.516   226,938.766   MT  1.00001583   -0 23 03.8
 AI7172;SPC MS E     -   319,410.50    744,548.27   sFT  1.00001583   -0 23 03.8
 AI7172;UTM  16      - 3,363,314.352   250,773.295   MT  1.00036635   -1 18 43.6
 AI7172
 AI7172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7172!SPC MS E     -   1.00000295  x   1.00001583  =   1.00001878
 AI7172!UTM  16      -   1.00000295  x   1.00036635  =   1.00036930
 AI7172
 AI7172                          SUPERSEDED SURVEY CONTROL
 AI7172
 AI7172  ELLIP H (03/26/02)  -18.779  (m)                       GP(       ) 4 2
 AI7172  NAD 83(1993)-  30 22 33.93955(N)    089 35 36.46254(W) AD(       ) A
 AI7172  ELLIP H (08/18/00)  -18.792  (m)                       GP(       ) 4 1
 AI7172
 AI7172.Superseded values are not recommended for survey control.
 AI7172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7172.See file dsdata.txt to determine how the superseded data were derived.
 AI7172
 AI7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5077363314(NAD 83)
 AI7172_MARKER: I = METAL ROD
 AI7172_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7172_STAMPING: DEER 2000
 AI7172_MARK LOGO: NGS   
 AI7172_PROJECTION: FLUSH
 AI7172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7172+STABILITY: POSITION/ELEVATION WELL
 AI7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7172+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7172_ROD/PIPE-DEPTH: 24.1 meters
 AI7172_SLEEVE-DEPTH  : 0.90 meters
 AI7172
 AI7172  HISTORY     - Date     Condition        Report By
 AI7172  HISTORY     - 2000     MONUMENTED       NGS
 AI7172
 AI7172                          STATION DESCRIPTION
 AI7172
 AI7172'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7172'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7172'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7172'STENNIS SPACE CENTER, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 AI7172'SATURN DRIVE AND A GRAVEL ROAD (DOLLY BRANCH ROAD) LEADING SOUTH TO
 AI7172'THE FLOOD PLAIN MODEL.  OWNERSHIP--JOHN C.  STENNIS SPACE CENTER.
 AI7172'CONTACT MR.  RICHARD B.  SELLERS, COMMERCIAL REMOTE SENSING PROGRAM,
 AI7172'LOCKHEED MARTIN STENNIS OPERATIONS BUILDING 1210, STENNIS SPACE
 AI7172'CENTER, MS 39529, FOR PERMISSION TO OCCUPY THIS STATION AND TO OBTAIN
 AI7172'THE REQUIRED BADGES.  PHONE 228-688-1969.  TO REACH FROM THE UNDERPASS
 AI7172'AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 607 (TRENT
 AI7172'LOTT PARKWAY) AT EXIT 2, GO NORTHERLY ON HIGHWAY 607 FOR 3.38 KM (2.10
 AI7172'MI) TO A GUARD BOOTH.  CONTINUE NORTHERLY ON HIGHWAY 607 FOR 3.3 KM
 AI7172'(2.05 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON SATURN DRIVE
 AI7172'FOR 3.14 KM (1.95 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI7172'DRILL HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AI7172'FILLED SLEEVE 0.90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO
 AI7172'CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 18.8 M
 AI7172'(61.7 FT) SOUTH OF THE CENTER OF SATURN DRIVE, 10.9 M (35.8 FT) EAST
 AI7172'OF THE CENTER OF THE GRAVEL ROAD (DOLLY BRANCH ROAD) , 9.4 M (30.8 FT)
 AI7172'NORTHWEST OF THE CENTER OF A MANHOLE, 7.9 M (25.9 FT) SOUTHEAST OF THE
 AI7172'SOUTH LEG OF A ROAD SIGN, AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS
 AI7172'WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 24.1
 AI7172'M.  (79.1 FT) NOTE--THE DRILL HOLE IS APPROXIMATELY 1 MM IN DIAMETER
 AI7172'AND 2 MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2397 ***********************************************************************
 BH2397  DESIGNATION -  DEER ISLAND 1 1855
 BH2397  PID         -  BH2397
 BH2397  STATE/COUNTY-  MS/HARRISON
 BH2397  USGS QUAD   -  DEER ISLAND (1970)
 BH2397
 BH2397                         *CURRENT SURVEY CONTROL
 BH2397  ___________________________________________________________________
 BH2397* NAD 83(1993)-  30 21 43.57228(N)    088 49 26.60538(W)     ADJUSTED  
 BH2397* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2397  ___________________________________________________________________
 BH2397  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BH2397  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2397  HORZ ORDER  -  THIRD
 BH2397
 BH2397.The horizontal coordinates were established by classical geodetic methods
 BH2397.and adjusted by the National Geodetic Survey in May 1994.
 BH2397
 BH2397.The orthometric height was scaled from a topographic map.
 BH2397
 BH2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2397
 BH2397.The geoid height was determined by GEOID03.
 BH2397
 BH2397;                    North         East     Units Scale Factor Converg.
 BH2397;SPC MS E     -    95,560.535   300,891.722   MT  0.99995001   +0 00 16.9
 BH2397;SPC MS E     -   313,518.19    987,175.59   sFT  0.99995001   +0 00 16.9
 BH2397;UTM  16      - 3,360,321.187   324,701.529   MT  0.99997911   -0 55 20.0
 BH2397
 BH2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2397!SPC MS E     -   1.00000411  x   0.99995001  =   0.99995412
 BH2397!UTM  16      -   1.00000411  x   0.99997911  =   0.99998322
 BH2397
 BH2397:                Primary Azimuth Mark                     Grid Az
 BH2397:SPC MS E     -  BELLE FONTAINE 1855                      101 11 16.3
 BH2397:UTM  16      -  BELLE FONTAINE 1855                      102 06 53.2
 BH2397
 BH2397|---------------------------------------------------------------------|
 BH2397| PID    Reference Object                     Distance      Geod. Az  |
 BH2397|                                                           dddmmss.s |
 BH2397| BH2307 BELLE FONTAINE 1855                 APPROX.11.2 KM 1011133.2 |
 BH2397|---------------------------------------------------------------------|
 BH2397
 BH2397                          SUPERSEDED SURVEY CONTROL
 BH2397
 BH2397  NAD 83(1993)-  30 21 43.58314(N)    088 49 26.60152(W) AD(       ) 3
 BH2397  NAD 83(1986)-  30 21 43.59016(N)    088 49 26.59990(W) AD(       ) 3
 BH2397
 BH2397.Superseded values are not recommended for survey control.
 BH2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2397.See file dsdata.txt to determine how the superseded data were derived.
 BH2397
 BH2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2470260321(NAD 83)
 BH2397
 BH2397  HISTORY     - Date     Condition        Report By
 BH2397  HISTORY     - 1855     MONUMENTED       COASUR
 BH2397  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2397
 BH2397                          STATION DESCRIPTION
 BH2397
 BH2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2397'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1213 ***********************************************************************
 DK1213  DESIGNATION -  DEERFIELD BOLT
 DK1213  PID         -  DK1213
 DK1213  STATE/COUNTY-  MS/WASHINGTON
 DK1213  USGS QUAD   -  WAYSIDE (1970)
 DK1213
 DK1213                         *CURRENT SURVEY CONTROL
 DK1213  ___________________________________________________________________
 DK1213* NAD 83(1986)-  33 17 41.     (N)    091 04 34.     (W)     SCALED    
 DK1213* NAVD 88     -        35.66   (+/-2cm)     117.0    (feet)  VERTCON   
 DK1213  ___________________________________________________________________
 DK1213  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK1213  VERT ORDER  -  ? (See Below)
 DK1213
 DK1213.The horizontal coordinates were scaled from a topographic map and have
 DK1213.an estimated accuracy of +/- 6 seconds.
 DK1213
 DK1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1213.The vertical order pertains to the NGVD 29 superseded value.
 DK1213
 DK1213.The geoid height was determined by GEOID03.
 DK1213
 DK1213;                    North         East    Units  Estimated Accuracy
 DK1213;SPC MS W     -   420,970.      630,820.      MT  (+/- 180 meters Scaled)
 DK1213
 DK1213                          SUPERSEDED SURVEY CONTROL
 DK1213
 DK1213  NGVD 29 (??/??/??)   35.712  (m)          117.17   (f) ADJUSTED    ?  
 DK1213
 DK1213.Superseded values are not recommended for survey control.
 DK1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1213.See file dsdata.txt to determine how the superseded data were derived.
 DK1213
 DK1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS791856(NAD 83)
 DK1213_MARKER: B = BOLT
 DK1213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1213_STAMPING: DEERFIELD (1944)
 DK1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1213
 DK1213  HISTORY     - Date     Condition        Report By
 DK1213  HISTORY     - 1934     MONUMENTED       DOD
 DK1213  HISTORY     - 1967     GOOD             MSHD
 DK1213
 DK1213                          STATION DESCRIPTION
 DK1213
 DK1213'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1213'7.9 MI SW FROM GREENVILLE.
 DK1213'THE MARK IS LOCATED IN A PASTURE NORTH OF THE MISSISSIPPI RIVER LEVEE
 DK1213'APPROXIMATELY 7.9 MILES SOUTHWEST OF GREENVILLE IN THE SOUTH SIDE OF
 DK1213'SECTION 13, T 17N, R 9W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK1213'GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 6.2 MILES TO THE
 DK1213'INTERSECTION OF MISSISSIPPI HIGHWAY 454.  TURN RIGHT (SOUTHWEST) AND
 DK1213'CONTINUE ON MISSISSIPPI HIGHWAY 454 FOR 0.8 MILE TO A SIDE ROAD LEFT.
 DK1213'TURN LEFT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO THE
 DK1213'MISSISSIPPI RIVER LEVEE.  TURN RIGHT (NORTHWEST) AND CONTINUE ON THE
 DK1213'LEVEE FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS
 DK1213'A COPPER BOLT WITH ACCESS THROUGH AN IRON PIPE AND CAP.  IT IS 111
 DK1213'FEET NORTHWEST OF A T FENCE CORNER, 90 FEET WEST OF A FENCE, 85 FEET
 DK1213'NORTH OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1214 ***********************************************************************
 DK1214  DESIGNATION -  DEERFIELD CAP
 DK1214  PID         -  DK1214
 DK1214  STATE/COUNTY-  MS/WASHINGTON
 DK1214  USGS QUAD   -  WAYSIDE (1970)
 DK1214
 DK1214                         *CURRENT SURVEY CONTROL
 DK1214  ___________________________________________________________________
 DK1214* NAD 83(1986)-  33 17 41.     (N)    091 04 34.     (W)     SCALED    
 DK1214* NAVD 88     -        36.89   (+/-2cm)     121.0    (feet)  VERTCON   
 DK1214  ___________________________________________________________________
 DK1214  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK1214  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK1214
 DK1214.The horizontal coordinates were scaled from a topographic map and have
 DK1214.an estimated accuracy of +/- 6 seconds.
 DK1214
 DK1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1214.The vertical order pertains to the NGVD 29 superseded value.
 DK1214
 DK1214.The geoid height was determined by GEOID03.
 DK1214
 DK1214;                    North         East    Units  Estimated Accuracy
 DK1214;SPC MS W     -   420,970.      630,820.      MT  (+/- 180 meters Scaled)
 DK1214
 DK1214                          SUPERSEDED SURVEY CONTROL
 DK1214
 DK1214  NGVD 29 (??/??/92)   36.939  (m)          121.19   (f) ADJ UNCH    1 2
 DK1214
 DK1214.Superseded values are not recommended for survey control.
 DK1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1214.See file dsdata.txt to determine how the superseded data were derived.
 DK1214
 DK1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS791856(NAD 83)
 DK1214_MARKER: DD = SURVEY DISK
 DK1214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1214_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DK1214_STAMPING: DEERFIELD 1944
 DK1214_MARK LOGO: USE   
 DK1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1214+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 DK1214
 DK1214  HISTORY     - Date     Condition        Report By
 DK1214  HISTORY     - 1934     MONUMENTED       DOD
 DK1214  HISTORY     - 1967     GOOD             MSHD
 DK1214  HISTORY     - 19930622 SEE DESCRIPTION  MSHD
 DK1214
 DK1214                          STATION DESCRIPTION
 DK1214
 DK1214'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1214'7.9 MI SW FROM GREENVILLE.
 DK1214'THE MARK IS LOCATED IN A PASTURE NORTH OF THE MISSISSIPPI RIVER LEVEE
 DK1214'APPROXIMATELY 7.9 MILES SOUTHWEST OF GREENVILLE IN THE SOUTH SIDE OF
 DK1214'SECTION 13, T 17N, R 9W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK1214'GREENVILLE GO SOUTHEAST ON MAIN STREET FOR 6.2 MILES TO THE
 DK1214'INTERSECTION OF MISSISSIPPI HIGHWAY 454.  TURN RIGHT (SOUTHWEST) AND
 DK1214'CONTINUE ON MISSISSIPPI HIGHWAY 454 FOR 0.8 MILE TO A SIDE ROAD LEFT.
 DK1214'TURN LEFT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 1.3 MILES TO THE
 DK1214'MISSISSIPPI RIVER LEVEE.  TURN RIGHT (NORTHWEST) AND CONTINUE ON THE
 DK1214'LEVEE FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS
 DK1214'A CAP FASTENED TO THE TOP OF AN IRON PIPE AND PROJECTS 8 INCHES. IT IS
 DK1214'111 FEET NORTHWEST OF A T FENCE CORNER, 90 FEET WEST OF A FENCE, 85
 DK1214'FEET NORTH OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 DK1214
 DK1214                          STATION RECOVERY (1993)
 DK1214
 DK1214'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 DK1214'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 DK1214'CONSTRUCTION OF NEW HOUSE AND WAS RESET AT THE REQUEST OF PROPERTY
 DK1214'OWNER.  SEE DESCRIPTION OF PBM DEERFIELD RESET 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2173 ***********************************************************************
 DK2173  DESIGNATION -  DEERFIELD RESET
 DK2173  PID         -  DK2173
 DK2173  STATE/COUNTY-  MS/WASHINGTON
 DK2173  USGS QUAD   -  WAYSIDE (1970)
 DK2173
 DK2173                         *CURRENT SURVEY CONTROL
 DK2173  ___________________________________________________________________
 DK2173* NAD 83(1986)-  33 17 40.     (N)    091 04 34.     (W)     SCALED    
 DK2173* NAVD 88     -        36.85   (+/-2cm)     120.9    (feet)  VERTCON   
 DK2173  ___________________________________________________________________
 DK2173  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK2173  VERT ORDER  -  THIRD (See Below)
 DK2173
 DK2173.The horizontal coordinates were scaled from a topographic map and have
 DK2173.an estimated accuracy of +/- 6 seconds.
 DK2173
 DK2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2173.The vertical order pertains to the NGVD 29 superseded value.
 DK2173
 DK2173.The geoid height was determined by GEOID03.
 DK2173
 DK2173;                    North         East    Units  Estimated Accuracy
 DK2173;SPC MS W     -   420,940.      630,820.      MT  (+/- 180 meters Scaled)
 DK2173
 DK2173                          SUPERSEDED SURVEY CONTROL
 DK2173
 DK2173  NGVD 29 (08/12/04)   36.90   (m)          121.1    (f) RESET       3  
 DK2173
 DK2173.Superseded values are not recommended for survey control.
 DK2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2173.See file dsdata.txt to determine how the superseded data were derived.
 DK2173
 DK2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS791855(NAD 83)
 DK2173_MARKER: DV = VERTICAL CONTROL DISK
 DK2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2173_SP_SET: CONCRETE POST
 DK2173_STAMPING: PBM DEERFIELD USE RESET 1993
 DK2173_MARK LOGO: NGS   
 DK2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2173+STABILITY: SURFACE MOTION
 DK2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2173+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DK2173
 DK2173  HISTORY     - Date     Condition        Report By
 DK2173  HISTORY     - 1993     MONUMENTED       MSHD
 DK2173
 DK2173                          STATION DESCRIPTION
 DK2173
 DK2173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 DK2173'3.7 MI (6.0 KM) EAST ALONG STATE HIGHWAY 454 FROM THE JUNCTION OF U.S.
 DK2173'HIGHWAY 82, ABOUT 1.0 MILE (1.6 KM) EAST OF THE MISSISSIPPI RIVER, TO
 DK2173'THE JUNCTION OF DEERFIELD ROAD ON THE RIGHT, THEN SOUTH 0.65 MI
 DK2173'(1.05 KM) ALONG DEERFIELD ROAD TO THE JUNCTION OF LAKE LEE ROAD ON
 DK2173'THE RIGHT, THEN WEST 0.40 MI (0.64 KM) ALONG LAKE LEE ROAD TO THE
 DK2173'JUNCTION OF YOLLAND ROAD ON THE LEFT, THEN SOUTH 0.20 MI (0.32 KM)
 DK2173'ALONG YOLLAND ROAD TO THE JUNCTION OF WALKING HORSE ROAD ON THE RIGHT,
 DK2173'THEN WEST 0.25 MI (0.40 KM) ALONG WALKING HORSE ROAD TO THE JUNCTION
 DK2173'OF MORGAN ROAD ON THE LEFT, THEN SOUTH 0.35 MI (0.56 KM) ALONG MORGAN
 DK2173'ROAD AND GRAVEL DRIVE TO MARK ON THE LEFT, 110.8 FT (33.8 M) NORTH
 DK2173'NORTHWEST OF THE NORTHWEST CORNER OF PORCH OF HOUSE, 30.0 FT (9.1 M)
 DK2173'EAST OF THE CENTER OF GRAVEL DRIVE, 30.0 FT (9.1 M) NORTH OF THE
 DK2173'CENTER OF GRAVEL DRIVEWAY, 7.2 FT (2.2 M) EAST OF GUY WIRE ANCHOR,
 DK2173'2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, 2.6 FT (0.8 M) WEST
 DK2173'OF A POWER POLE WITH TWO GUY WIRES AND SET IN TOP OF A ROUND CONCRETE
 DK2173'MONUMENT, FLUSH WITH THE GROUND, ON PROPERTY OF JIMMY RUSHING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2809 ***********************************************************************
 EH2809  DESIGNATION -  DEESON
 EH2809  PID         -  EH2809
 EH2809  STATE/COUNTY-  MS/BOLIVAR
 EH2809  USGS QUAD   -  ROUND LAKE (1982)
 EH2809
 EH2809                         *CURRENT SURVEY CONTROL
 EH2809  ___________________________________________________________________
 EH2809* NAD 83(1993)-  34 01 08.60411(N)    090 51 48.35811(W)     ADJUSTED  
 EH2809* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 EH2809  ___________________________________________________________________
 EH2809  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 EH2809  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH2809  HORZ ORDER  -  FIRST
 EH2809
 EH2809.The horizontal coordinates were established by classical geodetic methods
 EH2809.and adjusted by the National Geodetic Survey in May 1994.
 EH2809
 EH2809.The orthometric height was scaled from a topographic map.
 EH2809
 EH2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2809
 EH2809.The geoid height was determined by GEOID03.
 EH2809
 EH2809;                    North         East     Units Scale Factor Converg.
 EH2809;SPC MS W     -   501,187.645   651,039.997   MT  0.99997954   -0 17 47.7
 EH2809;SPC MS W     - 1,644,313.13  2,135,953.72   sFT  0.99997954   -0 17 47.7
 EH2809;SPC AR S     -   550,579.142   504,967.352   MT  0.99991851   +0 38 10.1
 EH2809;SPC AR S     - 1,806,358.40  1,656,713.72   sFT  0.99991851   +0 38 10.1
 EH2809;UTM  15      - 3,766,327.419   697,280.516   MT  1.00007979   +1 11 44.6
 EH2809
 EH2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2809!SPC MS W     -   0.99999679  x   0.99997954  =   0.99997633
 EH2809!SPC AR S     -   0.99999679  x   0.99991851  =   0.99991530
 EH2809!UTM  15      -   0.99999679  x   1.00007979  =   1.00007658
 EH2809
 EH2809:                Primary Azimuth Mark                     Grid Az
 EH2809:SPC MS W     -  SHELBY FED COMPRESS CO S TANK            129 21 59.3
 EH2809:SPC AR S     -  SHELBY FED COMPRESS CO S TANK            128 26 01.5
 EH2809:UTM  15      -  SHELBY FED COMPRESS CO S TANK            127 52 27.0
 EH2809
 EH2809|---------------------------------------------------------------------|
 EH2809| PID    Reference Object                     Distance      Geod. Az  |
 EH2809|                                                           dddmmss.s |
 EH2809| DK1976 SHELBY FED COMPRESS CO S TANK       APPROX.11.2 KM 1290411.6 |
 EH2809| DK1982 GUNNISON WATER TANK                 APPROX.11.5 KM 2223911.8 |
 EH2809| CY5943 DEESON RM 2 AZIMUTH                                23419     |
 EH2809| CY5942 DEESON RM 1                          69.200 METERS 33653     |
 EH2809|---------------------------------------------------------------------|
 EH2809
 EH2809                          SUPERSEDED SURVEY CONTROL
 EH2809
 EH2809  NAD 83(1986)-  34 01 08.61243(N)    090 51 48.35528(W) AD(       ) 1
 EH2809  NAD 27      -  34 01 08.22100(N)    090 51 47.97800(W) AD(       ) 1
 EH2809
 EH2809.Superseded values are not recommended for survey control.
 EH2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2809.See file dsdata.txt to determine how the superseded data were derived.
 EH2809
 EH2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9728166327(NAD 83)
 EH2809_MARKER: DS = TRIANGULATION STATION DISK
 EH2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2809
 EH2809  HISTORY     - Date     Condition        Report By
 EH2809  HISTORY     - 1929     MONUMENTED       CGS
 EH2809  HISTORY     - 1935     GOOD             CGS
 EH2809  HISTORY     - 1964     MARK NOT FOUND   CGS
 EH2809
 EH2809                          STATION DESCRIPTION
 EH2809
 EH2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2809'ON WESTERN EDGE OF DEESON, A TOWN ON ROUTE 1, ABOUT 0.1
 EH2809'MILE EAST OF WHERE ROUTE 1 CROSSES YAZOO AND MISSISSIPPI
 EH2809'VALLEY RAILROAD TRACKS WEST OF TOWN, 226.5 FEET SOUTH OF
 EH2809'SOUTH RAIL OF TRACK, 29 FEET SOUTH OF EAST-AND-WEST DIRT
 EH2809'ROAD, AND 48.5 FEET EAST OF SOUTHEAST CORNER OF NORTHEAST
 EH2809'ONE OF FOUR CONCRETE PILE FOUNDATIONS (PROBABLY OF OLD WATER
 EH2809'TANK).  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 EH2809'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 EH2809'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 EH2809'ON EAST SIDE OF LANE (FIRST ONE WEST OF ROAD LEADING TO
 EH2809'RAILROAD COTTON LOADING PLATFORM) LEADING FROM ROUTE 1
 EH2809'ACROSS RAILROAD TRACKS TO DIRT ROAD REFERRED TO ABOVE, 50
 EH2809'FEET SOUTH OF SOUTH RAIL OF RAILROAD, 105 FEET SOUTH
 EH2809'OF CENTER LINE OF ROUTE 1, AND 69.20 METERS (227.0 FEET)
 EH2809'FROM STATION, N 23 DEG 07 MIN W.  NO 2 IS 0.2 MILE
 EH2809'WEST OF WHERE ROUTE 1 CROSSES RAILROAD, 16 FEET NORTH OF
 EH2809'CENTER LINE OF ROUTE 1, 55 FEET SOUTH OF SOUTH RAIL OF
 EH2809'RAILROAD, 56.5 FEET EAST OF SMALL PIPE CULVERT UNDER ROUTE
 EH2809'1, AND ABOUT 0.35 MILE FROM STATION, S 54 DEG 18 MIN 57
 EH2809'SEC W.
 EH2809
 EH2809                          STATION RECOVERY (1935)
 EH2809
 EH2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2809'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED
 EH2809'AND FOUND IN GOOD CONDITION.
 EH2809'
 EH2809'THE E-W DIRT ROAD, THE LANE ACROSS THE RAILROAD, AND THE
 EH2809'COTTON LOADING PLATFORM ARE ABANDONED AND ALMOST OBLITERATED.
 EH2809'
 EH2809'STATION IS APPROXIMATELY 100 FEET SE OF A LARGE BRICK MACHINERY
 EH2809'FOUNDATION WHICH CAN BE SEEN FROM STATE HIGHWAY 1.
 EH2809
 EH2809                          STATION RECOVERY (1964)
 EH2809
 EH2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 EH2809'COMPUTE INVERSE TO TRY TO FIND THE STATION.  WEEDS WERE
 EH2809'HIGH AT TIME OF VISIT.  STATION COULD STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0647 ***********************************************************************
 EH0647  DESIGNATION -  DEESON 2
 EH0647  PID         -  EH0647
 EH0647  STATE/COUNTY-  MS/BOLIVAR
 EH0647  USGS QUAD   -  ROUND LAKE (1982)
 EH0647
 EH0647                         *CURRENT SURVEY CONTROL
 EH0647  ___________________________________________________________________
 EH0647* NAD 83(1993)-  34 01 06.95599(N)    090 51 52.85123(W)     ADJUSTED  
 EH0647* NAVD 88     -        46.840  (meters)     153.67   (feet)  ADJUSTED  
 EH0647  ___________________________________________________________________
 EH0647  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 EH0647  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0647  DYNAMIC HT  -          46.793 (meters)     153.52  (feet)  COMP
 EH0647  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EH0647
 EH0647  HORZ ORDER  -  FIRST
 EH0647  VERT ORDER  -  FIRST     CLASS I
 EH0647
 EH0647.The horizontal coordinates were established by classical geodetic methods
 EH0647.and adjusted by the National Geodetic Survey in May 1994.
 EH0647
 EH0647.The orthometric height was determined by differential leveling
 EH0647.and adjusted in July 1994.
 EH0647
 EH0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0647
 EH0647.The geoid height was determined by GEOID03.
 EH0647
 EH0647.The dynamic height is computed by dividing the NAVD 88
 EH0647.geopotential number by the normal gravity value computed on the
 EH0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0647.degrees latitude (g = 980.6199 gals.).
 EH0647
 EH0647.The modeled gravity was interpolated from observed gravity values.
 EH0647
 EH0647;                    North         East     Units Scale Factor Converg.
 EH0647;SPC MS W     -   501,137.462   650,924.459   MT  0.99997968   -0 17 50.2
 EH0647;SPC MS W     - 1,644,148.49  2,135,574.66   sFT  0.99997968   -0 17 50.2
 EH0647;SPC AR S     -   550,527.088   504,852.653   MT  0.99991851   +0 38 07.5
 EH0647;SPC AR S     - 1,806,187.62  1,656,337.41   sFT  0.99991851   +0 38 07.5
 EH0647;UTM  15      - 3,766,274.239   697,166.312   MT  1.00007924   +1 11 42.1
 EH0647
 EH0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0647!SPC MS W     -   0.99999681  x   0.99997968  =   0.99997649
 EH0647!SPC AR S     -   0.99999681  x   0.99991851  =   0.99991532
 EH0647!UTM  15      -   0.99999681  x   1.00007924  =   1.00007605
 EH0647
 EH0647:                Primary Azimuth Mark                     Grid Az
 EH0647:SPC MS W     -  SHELBY D V ANTENNA CO MAST               131 59 50.0
 EH0647:SPC AR S     -  SHELBY D V ANTENNA CO MAST               131 03 52.3
 EH0647:UTM  15      -  SHELBY D V ANTENNA CO MAST               130 30 17.7
 EH0647
 EH0647|---------------------------------------------------------------------|
 EH0647| PID    Reference Object                     Distance      Geod. Az  |
 EH0647|                                                           dddmmss.s |
 EH0647| DK1974 SHELBY D V ANTENNA CO MAST          APPROX.11.5 KM 1314159.8 |
 EH0647| EH0646 DEESON 2 RM 3                        25.100 METERS 21924     |
 EH0647| EH0645 DEESON 2 AZ MK                      APPROX. 0.7 KM 2245151.7 |
 EH0647| CY5944 DEESON 2 RM 4                        25.334 METERS 34237     |
 EH0647|---------------------------------------------------------------------|
 EH0647
 EH0647                          SUPERSEDED SURVEY CONTROL
 EH0647
 EH0647  NAD 83(1986)-  34 01 06.96407(N)    090 51 52.84740(W) AD(       ) 1
 EH0647  NAD 27      -  34 01 06.57379(N)    090 51 52.47154(W) AD(       ) 1
 EH0647  NAVD 88 (06/15/91)   46.876  (m)          153.79   (f) UNKNOWN     1 1
 EH0647  NGVD 29 (??/??/??)   46.928  (m)          153.96   (f) ADJUSTED    1 1
 EH0647
 EH0647.Superseded values are not recommended for survey control.
 EH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0647.See file dsdata.txt to determine how the superseded data were derived.
 EH0647
 EH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9716666274(NAD 83)
 EH0647_MARKER: DS = TRIANGULATION STATION DISK
 EH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0647_SP_SET: CONCRETE POST
 EH0647_STAMPING: DEESON 2 1964
 EH0647_MARK LOGO: CGS   
 EH0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0647+STABILITY: SURFACE MOTION
 EH0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0647+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH0647
 EH0647  HISTORY     - Date     Condition        Report By
 EH0647  HISTORY     - 1964     MONUMENTED       CGS
 EH0647  HISTORY     - 1972     GOOD             MSHD
 EH0647  HISTORY     - 1974     GOOD             NGS
 EH0647  HISTORY     - 1974     GOOD             NGS
 EH0647  HISTORY     - 19920123 GOOD             NGS
 EH0647  HISTORY     - 20001011 GOOD             USE
 EH0647
 EH0647                          STATION DESCRIPTION
 EH0647
 EH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH0647'STATION IS ABOUT 8 MILES NORTHWEST OF SHELBY, 8 MILES SOUTHWEST
 EH0647'OF DUNCAN, 2 MILES SOUTH OF ROUND LAKE, AT THE SOUTH EDGE
 EH0647'OF THE SMALL SETTLEMENT OF DEESON, AND ON ROAD RIGHT-OF-WAY.
 EH0647'
 EH0647'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 444 IN
 EH0647'ROUND LAKE, GO SOUTH ON HIGHWAY 1 FOR 2.2 MILES TO THE STATION
 EH0647'ON THE RIGHT.
 EH0647'
 EH0647'STATION MARKS ARE STANDARD DISKS STAMPED DEESON 2 1964.  THE
 EH0647'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 EH0647'2 INCHES.  IT IS 226 FEET NORTHEAST OF THE INTERSECTION OF
 EH0647'HIGHWAY 1 AND A CROSSROAD, 64 FEET NORTHWEST OF THE CENTERLINE
 EH0647'OF HIGHWAY 1, 82 FEET SOUTHEAST OF A TELEPHONE POLE, 25 FEET
 EH0647'WEST OF A FENCE CORNER AND 2 FEET NORTHWEST OF A WITNESS
 EH0647'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EH0647'CONCRETE 45 INCHES BELOW THE SURFACE OF THE GROUND.
 EH0647'
 EH0647'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DEESON 2 NO 3
 EH0647'1964, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH0647'IT IS 74 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 EH0647'66 FEET SOUTHEAST OF A TELEPHONE POLE AND 43 FEET NORTHWEST
 EH0647'OF THE CENTERLINE OF THE HIGHWAY.
 EH0647'
 EH0647'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DEESON 2 NO 4
 EH0647'1964, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 EH0647'INCHES.  IT IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF
 EH0647'A FRAME HOUSE AND 18 FEET WEST OF THE TELEPHONE POLE.
 EH0647'
 EH0647'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEESON 2 1964,
 EH0647'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 EH0647'IT IS 62 FEET SOUTH OF THE INTERSECTION OF HIGHWAY 1 AND
 EH0647'CROSS FIELD ROADS, 50 FEET SOUTHEAST OF THE CENTERLINE OF
 EH0647'THE HIGHWAY, 2 FEET NORTHEAST OF A POWER LINE POLE, AND
 EH0647'1 FOOT NORTHEAST OF A WITNESS POST.
 EH0647'
 EH0647'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION.
 EH0647'
 EH0647'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EH0647
 EH0647                          STATION RECOVERY (1972)
 EH0647
 EH0647'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 EH0647'THE STATION WAS VISITED 10-24-72 AND THE STATION MARK, RM NO 3,
 EH0647'RM NO 4, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 EH0647'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 EH0647'
 EH0647'THE STATION IS LOCATED 0.4 MILES SOUTHWEST OF DEESON, 2 MILES
 EH0647'SOUTHWEST OF ROUND LAKE, 7 MILES SOUTHWEST OF DUNCAN, 7.3 MILES
 EH0647'NORTHWEST OF SHELBY IN THE NORTHEAST ANGLE OF A CROSSROAD ON THE
 EH0647'ROW OF STATE HIGHWAY 1 IN THE SOUTHWEST 1/4 OF SECTION 19, T 25N, R
 EH0647'6W.  IT IS 64 FEET NORTHWEST OF THE CENTER OF HIGHWAY 1, 117 FEET
 EH0647'EAST OF THE CENTER OF A BLACK TOP ROAD, 137.5 FEET SOUTH OF THE
 EH0647'SOUTH CORNER OF A FRAME HOUSE WITH A CARPORT, 111 FEET NORTHWEST OF
 EH0647'A POWER POLE WITH GUY WIRES AND A TRANSFORMER, 144 FEET SOUTHWEST
 EH0647'OF A POWER POLE WITH GUY WIRES, 82.5 FEET SOUTH OF A POLE WITH A
 EH0647'LAMP ON IT AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 EH0647'
 EH0647'IT IS A TRIANGULATION DISK, STAMPED DEESON 2 1916 PROJECTING 1
 EH0647'INCH.
 EH0647'
 EH0647'REFERENCE MARK NO 3 IS 82.35 FEET SOUTHWEST OF THE STATION.  IT IS
 EH0647'43 FEET NORTHWEST OF THE CENTER OF HIGHWAY 1, 72 FEET EAST OF THE
 EH0647'CENTER OF A BLACK TOP ROAD, 118 FEET WEST OF A POWER POLE
 EH0647'WITH GUY WIRES AND A TRANSFORMER AND 1 FOOT NORTHEAST OF A METAL
 EH0647'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED DEESON 2 NO
 EH0647'3 1964 PROJECTING 2 INCHES.
 EH0647'
 EH0647'REFERENCE MARK NO 4 IS 83.12 FEET NORTH-NORTHWEST OF THE STATION.  IT
 EH0647'IS 81 FEET SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD, 28 FEET
 EH0647'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 76 FEET SOUTHEAST OF THE
 EH0647'WEST CORNER OF A FRAME HOUSE AND 15.5 FEET WEST OF A POWER POLE
 EH0647'WITH A LAMP ON IT.  IT IS A REFERENCE MARK DISK, STAMPED DEESON
 EH0647'2 NO 4 1964 FLUSH.
 EH0647'
 EH0647'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 145.59 FEET.
 EH0647'
 EH0647'THE AZIMUTH MARK IS 0.4 MILES SOUTHWEST OF THE STATION.  IT IS 51
 EH0647'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 1, 19 FEET SOUTHWEST OF
 EH0647'THE CENTER OF A FIELD ROAD, 2 FEET NORTHEAST OF A POWER POLE AND 1
 EH0647'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 EH0647'DISK, STAMPED DEESON 2 1964 PROJECTING 3 INCHES.
 EH0647'
 EH0647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND STATE
 EH0647'HIGHWAY 444-1/2 MILE SOUTH OF ROUND LAKE GO SOUTH ON STATE HIGHWAY 1
 EH0647'FOR 2.3 MILES TO A CROSSROAD AND THE STATION THE RIGHT.  TO REACH
 EH0647'THE AZIMUTH CONTINUE SOUTHWEST ON STATE HIGHWAY 1 FOR 0.4 MILES TO
 EH0647'A FIELD ROAD CROSSING AND THE MARK ON THE LEFT.
 EH0647'
 EH0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILES SOUTHWEST
 EH0647'OF DEESON.
 EH0647
 EH0647                          STATION RECOVERY (1974)
 EH0647
 EH0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 EH0647'DEESON 2 STATION AND DEESON 2 AZIMUTH RECOVERED IN GOOD CONDITION.
 EH0647'
 EH0647'DEESON 2 RM 3, WAS RECOVERED AND THE TOP EDGES WAS FOUND CHIPPED OFF
 EH0647'BUT THE DISK IS STILL INTACT.
 EH0647'
 EH0647'DEESON 2 RM 4. WAS SEARCHED FOR AND NOT RECOVERED, A DRIVEWAY HAS
 EH0647'BEEN DESTROYED.
 EH0647'
 EH0647'THE ORIGINAL DESCRIPTION, TO REACH IS ADEQUATE.
 EH0647'340903 STATION 1011, DATED JUNE 1966.
 EH0647'
 EH0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTH
 EH0647'EDGE OF THE SMALL SETTLEMENT OF DEESON.
 EH0647
 EH0647                          STATION RECOVERY (1974)
 EH0647
 EH0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0647'6.90 MI NE FROM GUNNISON.
 EH0647'ABOUT 6.90 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 EH0647'BAPTIST CHURCH AT GUNNISON, AT THE INTERSECTION OF A PAVED ROAD-NORTH
 EH0647'AND ACROSS THE HIGHWAY FROM THE MT. MORIAH CHURCH AT THE SOUTHWEST END
 EH0647'OF THE SMALL COMMUNITY OF DEESON, ABOUT 226 FEET NORTHEAST OF THE
 EH0647'CENTER OF THE INTERSECTION, 64 FEET NORTHWEST OF THE CENTER LINE OF
 EH0647'THE HIGHWAY, 126.5 FEET SOUTH OF THE SOUTH CORNER OF THE GREEN HOME OF
 EH0647'RODNEY MALLOY, 1.9 FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET
 EH0647'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 EH0647'PROJECTING 0.2 FOOT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EH0647'OF CONCRETE 45-INCHES BELOW THE SURFACE OF THE GROUND.  SECTION 19, T
 EH0647'25N, R 6W.
 EH0647
 EH0647                          STATION RECOVERY (1992)
 EH0647
 EH0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0647'25.1 KM (15.60 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 EH0647'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 38.5 M (126.3 FT) SOUTH OF
 EH0647'THE SOUTH CORNER OF A HOUSE, 35.8 M (117.5 FT) EAST OF THE CENTER OF
 EH0647'A PAVED ROAD, 19.3 M (63.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 EH0647'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH
 EH0647'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EH0647
 EH0647                          STATION RECOVERY (2000)
 EH0647
 EH0647'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0645 ***********************************************************************
 EH0645  DESIGNATION -  DEESON 2 AZ MK
 EH0645  PID         -  EH0645
 EH0645  STATE/COUNTY-  MS/BOLIVAR
 EH0645  USGS QUAD   -  ROUND LAKE (1982)
 EH0645
 EH0645                         *CURRENT SURVEY CONTROL
 EH0645  ___________________________________________________________________
 EH0645* NAD 83(2007)-  34 00 51.61620(N)    090 52 11.19055(W)     ADJUSTED  
 EH0645* NAVD 88     -        46.253  (meters)     151.75   (feet)  ADJUSTED  
 EH0645  ___________________________________________________________________
 EH0645  EPOCH DATE  -        2002.00
 EH0645  X           -     -80,337.651 (meters)                     COMP
 EH0645  Y           -  -5,291,775.390 (meters)                     COMP
 EH0645  Z           -   3,547,775.976 (meters)                     COMP
 EH0645  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 EH0645  ELLIP HEIGHT-          19.720 (meters)          (02/10/07) ADJUSTED
 EH0645  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0645  DYNAMIC HT  -          46.207 (meters)     151.60  (feet)  COMP
 EH0645
 EH0645  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH0645  Type    PID    Designation                      North   East  Ellip
 EH0645  -------------------------------------------------------------------
 EH0645  NETWORK EH0645 DEESON 2 AZ MK                    1.25   0.98   1.35
 EH0645  -------------------------------------------------------------------
 EH0645  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 EH0645
 EH0645  VERT ORDER  -  FIRST     CLASS I
 EH0645
 EH0645.The horizontal coordinates were established by GPS observations
 EH0645.and adjusted by the National Geodetic Survey in February 2007.
 EH0645
 EH0645.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0645.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0645.The horizontal coordinates are valid at the epoch date displayed above.
 EH0645.The epoch date for horizontal control is a decimal equivalence
 EH0645.of Year/Month/Day.
 EH0645
 EH0645.The orthometric height was determined by differential leveling
 EH0645.and adjusted in July 1994.
 EH0645
 EH0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0645
 EH0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0645
 EH0645.The ellipsoidal height was determined by GPS observations
 EH0645.and is referenced to NAD 83.
 EH0645
 EH0645.The geoid height was determined by GEOID03.
 EH0645
 EH0645.The dynamic height is computed by dividing the NAVD 88
 EH0645.geopotential number by the normal gravity value computed on the
 EH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0645.degrees latitude (g = 980.6199 gals.).
 EH0645
 EH0645.The modeled gravity was interpolated from observed gravity values.
 EH0645
 EH0645;                    North         East     Units Scale Factor Converg.
 EH0645;SPC MS W     -   500,667.284   650,451.470   MT  0.99998025   -0 18 00.3
 EH0645;SPC MS W     - 1,642,605.91  2,134,022.86   sFT  0.99998025   -0 18 00.3
 EH0645;UTM  15      - 3,765,791.856   696,705.682   MT  1.00007700   +1 11 31.3
 EH0645
 EH0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0645!SPC MS W     -   0.99999690  x   0.99998025  =   0.99997715
 EH0645!UTM  15      -   0.99999690  x   1.00007700  =   1.00007390
 EH0645
 EH0645                          SUPERSEDED SURVEY CONTROL
 EH0645
 EH0645  NAD 83(1993)-  34 00 51.61617(N)    090 52 11.19013(W) AD(       ) 1
 EH0645  ELLIP H (03/17/04)   19.720  (m)                       GP(       ) 4 2
 EH0645  NAVD 88 (06/15/91)   46.269  (m)          151.80   (f) UNKNOWN     1 1
 EH0645  NGVD 29 (??/??/??)   46.321  (m)          151.97   (f) ADJUSTED    1 1
 EH0645
 EH0645.Superseded values are not recommended for survey control.
 EH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0645.See file dsdata.txt to determine how the superseded data were derived.
 EH0645
 EH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9670665792(NAD 83)
 EH0645_MARKER: DZ = AZIMUTH MARK DISK
 EH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0645_SP_SET: CONCRETE POST
 EH0645_STAMPING: DEESON 2 1964
 EH0645_MARK LOGO: CGS   
 EH0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0645+STABILITY: SURFACE MOTION
 EH0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0645+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 EH0645
 EH0645  HISTORY     - Date     Condition        Report By
 EH0645  HISTORY     - 1964     MONUMENTED       CGS
 EH0645  HISTORY     - 1974     GOOD             NGS
 EH0645  HISTORY     - 19920124 GOOD             NGS
 EH0645  HISTORY     - 20001011 GOOD             USE
 EH0645  HISTORY     - 20020913 GOOD             PYBURN
 EH0645
 EH0645                          STATION DESCRIPTION
 EH0645
 EH0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0645'6.30 MI NE FROM GUNNISON.
 EH0645'ABOUT 6.30 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 EH0645'BAPTIST CHURCH AT GUNNISON, AT THE INTERSECTION OF A FIELD ROAD, 62
 EH0645'FEET SOUTH OF THE CENTER OF THE INTERSECTION, 51.4 FEET SOUTHEAST OF
 EH0645'THE CENTER LINE OF THE HIGHWAY, 2.3 FEET NORTHEAST OF A POWER POLE 13,
 EH0645'0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE
 EH0645'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. SECTION
 EH0645'25, T 25N, R 6W.
 EH0645
 EH0645                          STATION RECOVERY (1992)
 EH0645
 EH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0645'24.4 KM (15.15 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 EH0645'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 15.5 M (50.9 FT) SOUTHEAST
 EH0645'OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) SOUTHWEST OF THE CENTER OF
 EH0645'A FIELD ENTRANCE, 0.7 M (2.3 FT) NORTHEAST OF UTILITY POLE NUMBER 13,
 EH0645'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 EH0645'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 EH0645'SURFACE.
 EH0645
 EH0645                          STATION RECOVERY (2000)
 EH0645
 EH0645'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH0645'RECOVERED IN GOOD CONDITION.
 EH0645
 EH0645                          STATION RECOVERY (2002)
 EH0645
 EH0645'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH0645'RECOVERY NOTE BY PYBURN AND ODOM INC 200324.4 KM (15.15 MI)
 EH0645'NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THEJUNCTION OF STATE HIGHWAY
 EH0645'8 IN ROSEDALE, 15.5 M (50.9 FT) SOUTHEASTOF THE HIGHWAY CENTERLINE,
 EH0645'8.2 M (26.9 FT) SOUTHWEST OF THE CENTER OFA FIELD ENTRANCE, 0.7 M (2.3
 EH0645'FT) NORTHEAST OF UTILITY POLE NUMBER 13,0.6 M (2.0 FT) BELOW THE LEVEL
 EH0645'OF THE HIGHWAY, 0.3 M (1.0 FT)NORTHWEST OF A WITNESS POST, AND THE
 EH0645'MONUMENT IS FLUSH WITH THE GROUNDSURFACE.
 EH0645' 
 EH0645'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0646 ***********************************************************************
 EH0646  DESIGNATION -  DEESON 2 RM 3
 EH0646  PID         -  EH0646
 EH0646  STATE/COUNTY-  MS/BOLIVAR
 EH0646  USGS QUAD   -  ROUND LAKE (1982)
 EH0646
 EH0646                         *CURRENT SURVEY CONTROL
 EH0646  ___________________________________________________________________
 EH0646* NAD 83(1986)-  34 01 07.     (N)    090 51 53.     (W)     SCALED    
 EH0646* NAVD 88     -        46.886  (meters)     153.83   (feet)  ADJUSTED  
 EH0646  ___________________________________________________________________
 EH0646  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0646  DYNAMIC HT  -          46.839 (meters)     153.67  (feet)  COMP
 EH0646  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 EH0646
 EH0646  VERT ORDER  -  FIRST     CLASS I
 EH0646
 EH0646.The horizontal coordinates were scaled from a topographic map and have
 EH0646.an estimated accuracy of +/- 6 seconds.
 EH0646
 EH0646.The orthometric height was determined by differential leveling
 EH0646.and adjusted in June 1991.
 EH0646
 EH0646.The geoid height was determined by GEOID03.
 EH0646
 EH0646.The dynamic height is computed by dividing the NAVD 88
 EH0646.geopotential number by the normal gravity value computed on the
 EH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0646.degrees latitude (g = 980.6199 gals.).
 EH0646
 EH0646.The modeled gravity was interpolated from observed gravity values.
 EH0646
 EH0646;                    North         East    Units  Estimated Accuracy
 EH0646;SPC MS W     -   501,140.      650,920.      MT  (+/- 180 meters Scaled)
 EH0646
 EH0646                          SUPERSEDED SURVEY CONTROL
 EH0646
 EH0646  NGVD 29 (??/??/??)   46.938  (m)          154.00   (f) ADJUSTED    1 1
 EH0646
 EH0646.Superseded values are not recommended for survey control.
 EH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0646.See file dsdata.txt to determine how the superseded data were derived.
 EH0646
 EH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT971662(NAD 83)
 EH0646_MARKER: DR = REFERENCE MARK DISK
 EH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0646_STAMPING: DEESON 2 NO 3 1964
 EH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0646+STABILITY: SURFACE MOTION
 EH0646
 EH0646  HISTORY     - Date     Condition        Report By
 EH0646  HISTORY     - 1964     MONUMENTED       CGS
 EH0646  HISTORY     - 1974     GOOD             NGS
 EH0646  HISTORY     - 19920123 MARK NOT FOUND   NGS
 EH0646
 EH0646                          STATION DESCRIPTION
 EH0646
 EH0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0646'6.90 MI NE FROM GUNNISON.
 EH0646'ABOUT 6.90 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 EH0646'BAPTIST CHURCH AT GUNNISON, AT THE INTERSECTION OF A PAVED ROAD, NORTH
 EH0646'AND ACROSS THE HIGHWAY FROM THE MT. MORIAH CHURCH AT THE SOUTHWEST END
 EH0646'OF THE SMALL COMMUNITY OF DEESON, 72.5 FEET EAST OF THE CENTER LINE OF
 EH0646'THE PAVED ROAD, 43 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 EH0646'81 FEET SOUTHWEST OF TRIANGULATION STATION MARK, 1.1 FOOT SOUTHWEST OF
 EH0646'A METAL WITNESS POST, 2 FEET BELOW LEVEL OF THE HIGHWAY AND IN THE TOP
 EH0646'OF A CONCRETE POST PROJECTING 0.2 FOOT. NOTE-- TOP EDGES OF THE
 EH0646'CONCRETE POST HAVE BEEN BROKEN OFF, BUT DISK IS STILL INTACT. SECTION
 EH0646'19, T 25N, R 6W.
 EH0646
 EH0646                          STATION RECOVERY (1992)
 EH0646
 EH0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0646'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1288 ***********************************************************************
 CO1288  FBN         -  This is a Federal Base Network Control Station.
 CO1288  DESIGNATION -  DEKALB
 CO1288  PID         -  CO1288
 CO1288  STATE/COUNTY-  MS/KEMPER
 CO1288  USGS QUAD   -  DE KALB (1982)
 CO1288
 CO1288                         *CURRENT SURVEY CONTROL
 CO1288  ___________________________________________________________________
 CO1288* NAD 83(2007)-  32 46 23.51455(N)    088 37 52.98370(W)     ADJUSTED  
 CO1288* NAVD 88     -       155.5    (meters)     510.     (feet)  GPS OBS   
 CO1288  ___________________________________________________________________
 CO1288  EPOCH DATE  -        2002.00
 CO1288  X           -     128,218.120 (meters)                     COMP
 CO1288  Y           -  -5,366,707.529 (meters)                     COMP
 CO1288  Z           -   3,432,905.357 (meters)                     COMP
 CO1288  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CO1288  ELLIP HEIGHT-         126.955 (meters)          (02/10/07) ADJUSTED
 CO1288  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CO1288
 CO1288  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1288  Type    PID    Designation                      North   East  Ellip
 CO1288  -------------------------------------------------------------------
 CO1288  NETWORK CO1288 DEKALB                            0.37   0.29   1.06
 CO1288  -------------------------------------------------------------------
 CO1288
 CO1288.The horizontal coordinates were established by GPS observations
 CO1288.and adjusted by the National Geodetic Survey in February 2007.
 CO1288
 CO1288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1288.The horizontal coordinates are valid at the epoch date displayed above.
 CO1288.The epoch date for horizontal control is a decimal equivalence
 CO1288.of Year/Month/Day.
 CO1288
 CO1288.The orthometric height was determined by GPS observations and a
 CO1288.high-resolution geoid model.
 CO1288
 CO1288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1288
 CO1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1288
 CO1288.The ellipsoidal height was determined by GPS observations
 CO1288.and is referenced to NAD 83.
 CO1288
 CO1288.The geoid height was determined by GEOID03.
 CO1288
 CO1288;                    North         East     Units Scale Factor Converg.
 CO1288;SPC MS E     -   362,905.829   318,919.989   MT  0.99995441   +0 06 33.5
 CO1288;SPC MS E     - 1,190,633.54  1,046,323.33   sFT  0.99995441   +0 06 33.5
 CO1288;UTM  16      - 3,627,321.858   347,205.543   MT  0.99988787   -0 52 59.8
 CO1288
 CO1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1288!SPC MS E     -   0.99998007  x   0.99995441  =   0.99993448
 CO1288!UTM  16      -   0.99998007  x   0.99988787  =   0.99986794
 CO1288
 CO1288|---------------------------------------------------------------------|
 CO1288| PID    Reference Object                     Distance      Geod. Az  |
 CO1288|                                                           dddmmss.s |
 CO1288| CF9542 DEKALB RM 1                           4.781 METERS 09439     |
 CO1288| CF9543 DEKALB RM 2                           9.043 METERS 18419     |
 CO1288| CO1286 DE KALB MUNICIPAL TANK              APPROX. 2.0 KM 2801858.3 |
 CO1288| CF9541 DEKALB AZ MK                                       2864552.4 |
 CO1288|---------------------------------------------------------------------|
 CO1288
 CO1288                          SUPERSEDED SURVEY CONTROL
 CO1288
 CO1288  ELLIP H (09/12/01)  126.952  (m)                       GP(       ) 3 1
 CO1288  NAD 83(1993)-  32 46 23.51446(N)    088 37 52.98321(W) AD(       ) A
 CO1288  ELLIP H (04/06/99)  126.987  (m)                       GP(       ) 3 1
 CO1288  NAD 83(1993)-  32 46 23.51328(N)    088 37 52.98437(W) AD(       ) 3
 CO1288  NAD 83(1993)-  32 46 23.52130(N)    088 37 52.98596(W) AD(       ) 3
 CO1288  NAD 83(1986)-  32 46 23.52418(N)    088 37 52.98686(W) AD(       ) 3
 CO1288  NAD 27      -  32 46 23.04500(N)    088 37 52.82000(W) AD(       ) 3
 CO1288
 CO1288.Superseded values are not recommended for survey control.
 CO1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1288.See file dsdata.txt to determine how the superseded data were derived.
 CO1288
 CO1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4720627322(NAD 83)
 CO1288_MARKER: DS = TRIANGULATION STATION DISK
 CO1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1288_STAMPING: DEKALB 1955
 CO1288_MARK LOGO: CGS   
 CO1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1288+STABILITY: SURFACE MOTION
 CO1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1288+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2000
 CO1288
 CO1288  HISTORY     - Date     Condition        Report By
 CO1288  HISTORY     - 1955     MONUMENTED       CGS
 CO1288  HISTORY     - 1956     GOOD             CGS
 CO1288  HISTORY     - 1963     GOOD             MSHD
 CO1288  HISTORY     - 19980206 GOOD             NGS
 CO1288  HISTORY     - 20000701 GOOD             NGS
 CO1288
 CO1288                          STATION DESCRIPTION
 CO1288
 CO1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1288'STATION IS LOCATED ALONG STATE HIGHWAY 16 ABOUT 1 MILE EAST OF
 CO1288'DEKALB AND IS ON ROAD RIGHT-OF-WAY.  IT IS 68 FEET NORTHWEST OF
 CO1288'THE NORTHWEST CORNER OF A LARGE CONCRETE BLOCK BUILDING, 59 FEET
 CO1288'SOUTH OF THE CENTER OF HIGHWAY 16, 13 FEET SOUTH OF A WHITE
 CO1288'WITNESS POST AND 11 FEET SOUTHWEST OF A POWER LINE POLE.  THE
 CO1288'MARK IS FLUSH AND THE DISK IS STAMPED DEKALB 1955.
 CO1288'
 CO1288'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF THE CENTER OF THE
 CO1288'HIGHWAY, 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 CO1288'BLOCK BUILDING AND 13 FEET SOUTHEAST OF THE POWER LINE POLE.
 CO1288'THE MARK IS FLUSH AND THE DISK IS STAMPED DEKALB NO 1 1955.
 CO1288'
 CO1288'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE NORTHWEST CORNER OF
 CO1288'THE CONCRETE BLOCK BUILDING AND 40 FEET SOUTH OF THE POWER LINE
 CO1288'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DEKLAB NO 2 1955.
 CO1288'
 CO1288'AZIMUTH MARK IS 100 FEET NORTHWEST OF THE INTERSECTION OF STATE
 CO1288'HIGHWAY 16 AND A DIRT ROAD, 63 FEET NORTH OF THE CENTER OF
 CO1288'HIGHWAY 16, 21 FEET SOUTHWEST OF A POWER LINE POLE AND 2 FEET
 CO1288'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 CO1288'AND THE DISK IS STAMPED DEKALB 1955.
 CO1288'
 CO1288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND
 CO1288'16 AT THE NORTH EDGE OF DEKALB, GO EAST ON HIGHWAY 16 FOR 0.8
 CO1288'MILE TO THE AZIMUTH MARK ON THE LEFT ON TOP OF ROAD CUT AS
 CO1288'DESCRIBED, CONTINUE EAST ON HIGHWAY 16 FOR 0.35 MILE TO A LARGE
 CO1288'CONCRETE BLOCK BUILDING ON THE RIGHT AND THE STATION AS
 CO1288'DESCRIBED.
 CO1288'
 CO1288'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CO1288
 CO1288                          STATION RECOVERY (1956)
 CO1288
 CO1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CO1288'THE STATION WAS VISITED 8-15-56 AND ALL MARKS WERE FOUND IN GOOD
 CO1288'CONDTITION.  THE AZIMUTH MARK WAS RESET, AT THE REQUEST OF MR.
 CO1288'THURLOW RUSSELL, 75.2 FEET WEST OF AND IN LINE WITH THE 1955
 CO1288'AZIMUTH MARK AND THE STATION.  A DESCRIPTION OF THE NEW AZIMUTH
 CO1288'MARK AND A TO REACH FOLLOWS-
 CO1288'
 CO1288'THE AZIMUTH MARK IS LOCATED 0.35 MILE WEST OF THE STATION IN THE
 CO1288'NORTHWEST ANGLE OF STATE HIGHWAY 16 AND A DIRT ROAD LEADING
 CO1288'NORTHWEST AND WEST OF THE EAST SIDE GROCERY STORE.  IT IS 162
 CO1288'FEET WEST OF THE CENTER OF THE DIRT ROAD, 74 FEET NORTH OF THE
 CO1288'CENTER OF STATE HIGHWAY 16, 37 FEET NORTHEAST OF A POWER POLE
 CO1288'WITH A TRANSFORMER, 29 FEET EAST OF A TELEPHONE POLE AND
 CO1288'DIRECTLY UNDER THE TELEPHONE LINE.  IT IS ON A TEN FOOT CUT BANK
 CO1288'AND 2 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK,
 CO1288'STAMPED DEKALB 1955 RESET 1956, PROJECTING 6 INCHES.
 CO1288'
 CO1288'TO REACH THE STATION FROM THE COURTHOUSE IN DEKALB GO NORTH ON
 CO1288'STATE HIGHWAY 39 FOR 0.55 MILE TO THE JUNCTION WITH STATE HIGHWAY
 CO1288'16, TURN RIGHT AND GO 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CO1288'CONTINUE EAST FOR 0.35 MILE TO THE STATION AND A CONCRETE BLOCK
 CO1288'BUILDING ON THE RIGHT AT THE TOP OF THE HILL.
 CO1288
 CO1288                          STATION RECOVERY (1963)
 CO1288
 CO1288'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1288'THE STATION WAS VISITED NOVEMBER 1963 AND ALL MARKS WERE FOUND
 CO1288'IN GOOD CONDITION.
 CO1288'
 CO1288'THE 1956 RECOVERY BY R.A.G. IS ADEQUATE.
 CO1288'
 CO1288'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND
 CO1288'1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CO1288
 CO1288                          STATION RECOVERY (1998)
 CO1288
 CO1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CO1288'THE STATION IS LOCATED AT THE EAST EDGE OF DEKALB, ALONG THE SOUTH
 CO1288'SIDE OF STATE HIGHWAY 16, ON TOP OF A LOW BANK NORTHWEST OF A TALL
 CO1288'TOWER SURROUNDED BY A CHAIN-LINK FENCE, JUST WEST OF THE GRAVEL
 CO1288'ENTRANCE TO THE TOWER.  OWNERSHIP--MISSISSIPPI STATE HIGHWAY
 CO1288'DEPARTMENT, 412 WOODROW WILSON, JACKSON MS 39216, PHONE 601-944-9098.
 CO1288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 39
 CO1288'NEAR THE NORTH SIDE OF DEKALB, GO EAST FOR 1.9 KM (1.20 MI) ON HIGHWAY
 CO1288'16 TO THE STATION ON THE RIGHT.  STATION IS 45.8 M (150.3 FT) EAST OF
 CO1288'THE CENTER OF BEALMAN RD, 19.2 M (63.0 FT) WEST-NORTHWEST OF THE
 CO1288'NORTHWEST CORNER OF A CHAIN-LINK FENCE AROUND THE TOWER, 18.9 M (62.0
 CO1288'FT) SOUTH OF THE CENTER OF HIGHWAY 16, 15.65 M (51.35 FT) NORTHEAST OF
 CO1288'THE NORTHEAST CORNER OF A SMALL GREEN BUILDING, 3.6 M (11.8 FT)
 CO1288'SOUTHWEST OF A UTILITY POLE WITH TRANSFORMER, LIGHT AND 2 GUY WIRES,
 CO1288'0.3 M (1.0 FT) SOUTH OF A METAL PIPE WITH WITNESS SIGN, ABOUT 1.4 M
 CO1288'(4.6 FT) ABOVE THE HIGHWAY LEVEL AND FLUSH WITH GROUND.
 CO1288
 CO1288                          STATION RECOVERY (2000)
 CO1288
 CO1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2041 ***********************************************************************
 BH2041  DESIGNATION -  DELL
 BH2041  PID         -  BH2041
 BH2041  STATE/COUNTY-  MS/JACKSON
 BH2041  USGS QUAD   -  BIG POINT (1982)
 BH2041
 BH2041                         *CURRENT SURVEY CONTROL
 BH2041  ___________________________________________________________________
 BH2041* NAD 83(1993)-  30 30 13.11890(N)    088 29 42.92483(W)     ADJUSTED  
 BH2041* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2041  ___________________________________________________________________
 BH2041  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BH2041  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH2041  HORZ ORDER  -  SECOND
 BH2041
 BH2041.The horizontal coordinates were established by classical geodetic methods
 BH2041.and adjusted by the National Geodetic Survey in May 1994.
 BH2041
 BH2041.The orthometric height was scaled from a topographic map.
 BH2041
 BH2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2041
 BH2041.The geoid height was determined by GEOID03.
 BH2041
 BH2041;                    North         East     Units Scale Factor Converg.
 BH2041;SPC MS E     -   111,299.486   332,452.235   MT  0.99996299   +0 10 17.8
 BH2041;SPC MS E     -   365,155.06  1,090,720.37   sFT  0.99996299   +0 10 17.8
 BH2041;SPC AL W     -    56,249.810   504,463.990   MT  1.00004589   -0 30 18.8
 BH2041;UTM  16      - 3,375,545.858   356,511.754   MT  0.99985399   -0 45 32.8
 BH2041
 BH2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2041!SPC MS E     -   1.00000385  x   0.99996299  =   0.99996684
 BH2041!SPC AL W     -   1.00000385  x   1.00004589  =   1.00004974
 BH2041!UTM  16      -   1.00000385  x   0.99985399  =   0.99985784
 BH2041
 BH2041|---------------------------------------------------------------------|
 BH2041| PID    Reference Object                     Distance      Geod. Az  |
 BH2041|                                                           dddmmss.s |
 BH2041| DD7839 DELL RM 1                            33.415 METERS 01445     |
 BH2041| DD7838 DELL AZ MK                                         0210723.9 |
 BH2041| DD7840 DELL RM 2                            37.090 METERS 05044     |
 BH2041| BH0413 DABNY                               APPROX. 2.7 KM 1925619.3 |
 BH2041|---------------------------------------------------------------------|
 BH2041
 BH2041                          SUPERSEDED SURVEY CONTROL
 BH2041
 BH2041  NAD 83(1993)-  30 30 13.12645(N)    088 29 42.92049(W) AD(       ) 2
 BH2041  NAD 83(1986)-  30 30 13.14222(N)    088 29 42.91959(W) AD(       ) 2
 BH2041  NAD 27      -  30 30 12.42800(N)    088 29 42.86400(W) AD(       ) 2
 BH2041
 BH2041.Superseded values are not recommended for survey control.
 BH2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2041.See file dsdata.txt to determine how the superseded data were derived.
 BH2041
 BH2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5651275546(NAD 83)
 BH2041_MARKER: DS = TRIANGULATION STATION DISK
 BH2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2041
 BH2041  HISTORY     - Date     Condition        Report By
 BH2041  HISTORY     - 1921     MONUMENTED       CGS
 BH2041  HISTORY     - 1968     GOOD             MSHD
 BH2041
 BH2041                          STATION DESCRIPTION
 BH2041
 BH2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2041'STATION IS 3/4 MILE N OF HELENA ON W (LEFT) SIDE OF TRACK.  ON
 BH2041'EXTENSION OF BACK TANGENCY E (RIGHT) RAIL, 250 METERS OF FIRST
 BH2041'ROAD CROSSING N OF HELENA, 40 METERS N OF FIRST BRIDGE N OF SAID ROAD
 BH2041'CROSSING, 7.035 METERS OR 23.09 FEET W OF W AND NEAREST RAIL.
 BH2041'
 BH2041'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2041'SET IN CONCRETE.
 BH2041'
 BH2041'REFERENCE MARK NO. 1 ON W SIDE OF TRACK.  REFERENCE MARK NO. 2 ON E
 BH2041'SIDE OF TRACK.
 BH2041
 BH2041                          STATION RECOVERY (1968)
 BH2041
 BH2041'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2041'THE STATION WAS VISITED 6-20-68 AND THE STATION MARK AND REFERENCE
 BH2041'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 BH2041'NOT FOUND.
 BH2041'
 BH2041'THE STATION IS LOCATED 6.8 MILES NORTHEAST OF MOSS POINT ON THE WEST
 BH2041'R.O.W. OF THE MISSISSIPPI EXPORT RAILROAD TRACK, 5.9 MILES SOUTH
 BH2041'OF BIG POINT, IN THE SOUTHWEST 1/4 OF SECTION 21, T 6S, R 5W.  IT IS
 BH2041'23 FEET WEST OF THE WEST RAIL, 1 FOOT WEST OF A METAL WITNESS POST
 BH2041'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 BH2041'
 BH2041'IT IS A TRIANGULATION DISK, STAMPED DELL 1921 AND IS FLUSH WITH THE
 BH2041'GROUND.
 BH2041'
 BH2041'REFERENCE MARK NO. 1 IS 109.63 FEET NORTH-NORTHWEST OF THE STATION.
 BH2041'IT IS 37.5 FEET WEST OF THE WEST RAIL, 1 FOOT SOUTH OF A METAL
 BH2041'WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  IT IS A
 BH2041'REFERENCE MARK DISK, STAMPED DELL NO 1, PROJECTING 1 INCH.
 BH2041'
 BH2041'REFERENCE MARK NO. 2 IS 121.69 FEET EAST-NORTHEAST OF THE STATION.
 BH2041'
 BH2041'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2041'AND NORTHWEST ON STATE HIGHWAY 63 FOR 2.6 MILES TO A SIDE ROAD
 BH2041'RIGHT.  TURN RIGHT AND CONTINUE NORTHEAST ON SARACENNIA ROAD FOR 4.7
 BH2041'MILES TO THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD
 BH2041'TRACK.  THENCE NORTH ALONG THE RAILROAD TRACK FOR ABOUT 200 YARDS TO
 BH2041'THE MARK ON THE LEFT.
 BH2041'
 BH2041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.8 MILES NORTHEAST
 BH2041'OF MOSS POINT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0479 ***********************************************************************
 EH0479  DESIGNATION -  DELTA
 EH0479  PID         -  EH0479
 EH0479  STATE/COUNTY-  MS/COAHOMA
 EH0479  USGS QUAD   -  MOON LAKE (1964)
 EH0479
 EH0479                         *CURRENT SURVEY CONTROL
 EH0479  ___________________________________________________________________
 EH0479* NAD 83(1986)-  34 24 47.     (N)    090 34 25.     (W)     SCALED    
 EH0479* NAVD 88     -        54.69   (+/-2cm)     179.4    (feet)  VERTCON   
 EH0479  ___________________________________________________________________
 EH0479  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0479  VERT ORDER  -  ? (See Below)
 EH0479
 EH0479.The horizontal coordinates were scaled from a topographic map and have
 EH0479.an estimated accuracy of +/- 6 seconds.
 EH0479
 EH0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0479.The vertical order pertains to the NGVD 29 superseded value.
 EH0479
 EH0479.The geoid height was determined by GEOID03.
 EH0479
 EH0479;                    North         East    Units  Estimated Accuracy
 EH0479;SPC MS W     -   544,790.      677,910.      MT  (+/- 180 meters Scaled)
 EH0479
 EH0479                          SUPERSEDED SURVEY CONTROL
 EH0479
 EH0479  NGVD 29 (??/??/??)   54.746  (m)          179.61   (f) ADJUSTED    ?  
 EH0479
 EH0479.Superseded values are not recommended for survey control.
 EH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0479.See file dsdata.txt to determine how the superseded data were derived.
 EH0479
 EH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU230106(NAD 83)
 EH0479_MARKER: B = BOLT
 EH0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0479+STABILITY: SURFACE MOTION
 EH0479
 EH0479  HISTORY     - Date     Condition        Report By
 EH0479  HISTORY     - UNK      MONUMENTED       DOD
 EH0479  HISTORY     - 1934     MARK NOT FOUND   CGS
 EH0479
 EH0479                          STATION DESCRIPTION
 EH0479
 EH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0479'IN DELTA.
 EH0479'TOP OF BRASS BOLT LEADING VERTICALLY IN TOP OF STONE POST, 1 METRE
 EH0479'LONG AND 13 CENTIMETRES SQUARE, SET IN GROUND WITH TOP ABOUT 8
 EH0479'CENTIMETRES ABOVE SURFACE, INSIDE OF FIELD, ABOUT 17 METRES SOUTH OF
 EH0479'LEVEE AND ABOUT 625 METRES SOUTH OF WHERE ROAD LEADING TO DELTA,
 EH0479'MISS., CROSSES LEVEE.  THE STONE IS MARKED WITH THE LETTERS U.S.P.B.M.
 EH0479'ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2067 ***********************************************************************
 DJ2067  DESIGNATION -  DEMENT
 DJ2067  PID         -  DJ2067
 DJ2067  STATE/COUNTY-  MS/GRENADA
 DJ2067  USGS QUAD   -  GRENADA (1983)
 DJ2067
 DJ2067                         *CURRENT SURVEY CONTROL
 DJ2067  ___________________________________________________________________
 DJ2067* NAD 83(1993)-  33 51 52.10003(N)    089 51 03.04460(W)     ADJUSTED  
 DJ2067* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 DJ2067  ___________________________________________________________________
 DJ2067  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DJ2067  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DJ2067  HORZ ORDER  -  THIRD
 DJ2067
 DJ2067.The horizontal coordinates were established by classical geodetic methods
 DJ2067.and adjusted by the National Geodetic Survey in May 1994.
 DJ2067
 DJ2067.The orthometric height was scaled from a topographic map.
 DJ2067
 DJ2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2067
 DJ2067.The geoid height was determined by GEOID03.
 DJ2067
 DJ2067;                    North         East     Units Scale Factor Converg.
 DJ2067;SPC MS W     -   484,019.815   744,643.149   MT  0.99997456   +0 16 07.9
 DJ2067;SPC MS W     - 1,587,988.34  2,443,050.06   sFT  0.99997456   +0 16 07.9
 DJ2067;UTM  16      - 3,750,786.960   236,271.645   MT  1.00045751   -1 35 22.2
 DJ2067
 DJ2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2067!SPC MS W     -   0.99998783  x   0.99997456  =   0.99996239
 DJ2067!UTM  16      -   0.99998783  x   1.00045751  =   1.00044533
 DJ2067
 DJ2067:                Primary Azimuth Mark                     Grid Az
 DJ2067:SPC MS W     -  Q 17 28                                  160 49 09.6
 DJ2067:UTM  16      -  Q 17 28                                  162 40 39.7
 DJ2067
 DJ2067|---------------------------------------------------------------------|
 DJ2067| PID    Reference Object                     Distance      Geod. Az  |
 DJ2067|                                                           dddmmss.s |
 DJ2067| CG2862 Q 17 28                                            1610517.5 |
 DJ2067| DJ2064 GRENADA VIDEO INC TV MAST           APPROX.10.2 KM 1633400.2 |
 DJ2067| CG2861 Q 17 34                                            1644331.6 |
 DJ2067| DJ2063 Q 17 35                              26.911 METERS 16638     |
 DJ2067| CF9547 DEMENT RM 1                          28.008 METERS 34712     |
 DJ2067|---------------------------------------------------------------------|
 DJ2067
 DJ2067                          SUPERSEDED SURVEY CONTROL
 DJ2067
 DJ2067  NAD 83(1986)-  33 51 52.11110(N)    089 51 03.04150(W) AD(       ) 3
 DJ2067  NAD 27      -  33 51 51.69950(N)    089 51 02.72410(W) AD(       ) 3
 DJ2067
 DJ2067.Superseded values are not recommended for survey control.
 DJ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2067.See file dsdata.txt to determine how the superseded data were derived.
 DJ2067
 DJ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3627250787(NAD 83)
 DJ2067_MARKER: DS = TRIANGULATION STATION DISK
 DJ2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2067+STABILITY: SURFACE MOTION
 DJ2067
 DJ2067  HISTORY     - Date     Condition        Report By
 DJ2067  HISTORY     - 1957     MONUMENTED       CGS
 DJ2067  HISTORY     - 1973     GOOD             MSHD
 DJ2067  HISTORY     - 19810301 GOOD             MSSU
 DJ2067
 DJ2067                          STATION DESCRIPTION
 DJ2067
 DJ2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2067'THE STATION IS APPROXIMATELY 6-1/2 MILES NORTH-NORTHWEST OF
 DJ2067'GRENADA, 0.4 MILE NORTH-NORTHWEST OF THE JUNCTION OF U.S.
 DJ2067'HIGHWAY 51 AND STATE HIGHWAY 7, ON THE EAST RIGHT-OF-WAY OF
 DJ2067'U.S. HIGHWAY 51 AND AT THE SOUTHEAST END OF THE FIRST RIDGE
 DJ2067'NORTH OF THE JUNCTION OF THE HIGHWAYS, IN SECTION 14, R 4 E, T 23
 DJ2067'N.
 DJ2067'
 DJ2067'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 DJ2067'7, 6 MILES NORTH OF GRENADA, GO NORTHERLY ON U.S. HIGHWAY 51
 DJ2067'FOR 0.15 MILE TO BENCH MARK Q-17-34 ON THE LEFT, CONTINUE
 DJ2067'NORTHERLY FOR 0.25 MILE TO A DOUBLE TRUNK OAK TREE AND THE
 DJ2067'STATION ON THE RIGHT.
 DJ2067'
 DJ2067'THE STATION MARKS ARE STANDARD DISKS STAMPED DEMENT 1957.  THE
 DJ2067'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 DJ2067'4 INCHES.  IT IS 81 FEET NORTHWEST OF A DOUBLE TRUNK OAK
 DJ2067'TREE, 44 FEET EAST-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 51,
 DJ2067'AND 11 FEET WEST-SOUTHWEST OF A FENCE LINE.  THE UNDERGROUND
 DJ2067'DISK IS SET IN A IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 DJ2067'THE SURFACE OF THE GROUND.
 DJ2067'
 DJ2067'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEMENT NO 1 1957,
 DJ2067'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 DJ2067'IS 54 FEET EAST-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 51
 DJ2067'AND 1-1/2 FEET WEST-SOUTHWEST OF A FENCE LINE.  A STANDARD WITNESS
 DJ2067'POST WAS SET 1-1/2 FEET NORTH OF MARK.
 DJ2067'
 DJ2067'REFERENCE MARK NO. 2 IS A WAR DEPARTMENT CORPS OF ENGINEERS
 DJ2067'U.S. ARMY BENCH MARK DISK, STAMPED Q-17-35 1948, SET IN A
 DJ2067'ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DJ2067'IT IS 36 FEET EAST-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 51,
 DJ2067'16.5 FEET SOUTHWEST OF A DOUBLE TRUNK OAK TREE AND 2 FEET
 DJ2067'EAST-NORTHEAST FROM THE EDGE OF A BANK.
 DJ2067'
 DJ2067'AZIMUTH MARK IS A WAR DEPARTMENT CORPS OF ENGINEERS U.S. ARMY
 DJ2067'BENCH MARK DISK, STAMPED Q-17-34 1948, SET IN THE TOP OF A
 DJ2067'ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 DJ2067'GROUND.  IT IS 70 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 43
 DJ2067'FEET WEST-SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 51, 4 FEET
 DJ2067'NORTH OF A TELEPHONE POLE AND 4 FEET EAST-NORTHEAST OF A FENCE
 DJ2067'LINE.
 DJ2067'
 DJ2067'AZIMUTH MARK IS U.S. ENGINEER DEPARTMENT VICKSBURG DISTRICT
 DJ2067'BENCH MARK DISK, STAMPED Q-17-28, BOLTED TO THE TOP OF A 2
 DJ2067'INCH PIPE WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 DJ2067'IS 49 FEET EAST-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 51, 30
 DJ2067'FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND 1.5 FEET
 DJ2067'WEST-SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 DJ2067'
 DJ2067'TO REACH BENCH MARK Q-17-28 FROM THE STATION, GO SOUTHERLY
 DJ2067'ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 DJ2067'51 AND STATE HIGHWAY 7, CONTINUE SOUTH FOR 0.05 MILE TO THE
 DJ2067'MARK ON THE LEFT.
 DJ2067'
 DJ2067'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DJ2067
 DJ2067                          STATION RECOVERY (1973)
 DJ2067
 DJ2067'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2067'THE STATION WAS VISITED 5-28-73 AND THE STATION MARK, RM 1, RM 2
 DJ2067'(Q-17-35 USE) AND THE AZIMUTH MARK (Q-17-34 USE) WERE FOUND IN GOOD
 DJ2067'CONDITION.  Q-17-28 USE WAS NOT FOUND.  SOME CLEARING WILL BE
 DJ2067'REQUIRED FOR AZIMUTH MARK (Q-17-34 USE) TO BE VISIBLE.
 DJ2067'
 DJ2067'THE STATION IS LOCATED 6.2 MILES NW OF GRENADA ON THE EAST ROW OF
 DJ2067'U.S. HIGHWAY 51, 1.7 MILES SW OF HARDY IN THE NW 1/4 OF SECTION 14,
 DJ2067'T 23N, R 4E.  IT IS 44 FEET ENE OF THE CENTER OF HIGHWAY 51, 34
 DJ2067'FEET NW OF A 24 INCH TWIN OAK, 11.5 FEET WSW OF A FENCE AND 1 FOOT
 DJ2067'NNW OF A METAL WITNESS POST.  IT IS A TRIANGULATION DISK, STAMPED
 DJ2067'DEMENT 1957 PROJECTING 3 INCHES.
 DJ2067'
 DJ2067'REFERENCE MARK NO 1 IS 91.89 FEET NNW OF THE STATION.  IT IS 53.5
 DJ2067'FEET ENE OF THE CENTER OF HIGHWAY 51, 121 FEET NNW OF A 24 INCH TWIN
 DJ2067'OAK, 2 FEET WSW OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 DJ2067'POST.  IT IS A REFERENCE MARK DISK, STAMPED DEMENT NO 1 1957
 DJ2067'PROJECTING 4 INCHES.
 DJ2067'
 DJ2067'REFERENCE MARK NO 2 (Q-17-35 USE) IS 88.29 FEET SSE OF THE STATION.
 DJ2067'IT IS 35 FEET ENE OF THE CENTER OF HIGHWAY 51, 61 FEET SOUTH OF A 24
 DJ2067'INCH TWIN OAK, 19 FEET WSW OF A FENCE, 2 FEET ENE OF THE EDGE OF
 DJ2067'THE BANK, AND 1 FOOT ENE OF A METAL WITNESS POST.  IT IS A USE
 DJ2067'BENCH MARK DISK SET IN THE TOP OF A 12 INCH CYLINDER STAMPED Q-17-35
 DJ2067'1948 AND IS FLUSH WITH THE GROUND.  IT IS A REFERENCE MARK DISK,
 DJ2067'STAMPED Q-17-35 USE.
 DJ2067'
 DJ2067'THE AZIMUTH MARK (Q-17-34 USE IS 0.25 MILE SSE OF THE STATION.  IT IS
 DJ2067'43 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 51, 196 FEET SSE OF
 DJ2067'THE CENTER OF A DRIVEWAY 69.5 FEET SSE OF A FENCE CORNER, 72.5 FEET
 DJ2067'SE OF A 12 INCH OAK, 65 FEET NNW OF AN ORANGE AND WHITE POST
 DJ2067'MARKING A PIPE LINE, 5 FEET ENE OF A FENCE, 3.5 FEET NORTH OF
 DJ2067'TELEPHONE POLE NO. 10, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DJ2067'IT IS A USE BENCH MARK DISK IN THE TOP OF A 12 INCH CYLINDER
 DJ2067'STAMPED Q-17-34 1948 FLUSH WITH THE GROUND.
 DJ2067'
 DJ2067'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 8 AND
 DJ2067'U.S. HIGHWAY 51 IN GRENADA GO NORTH ON U.S. HIGHWAY 51 FOR 4.3 MILES
 DJ2067'TO THE CROSSING OF I-55.  CONTINUE NORTH ON U.S. HIGHWAY 51 FOR 2.7
 DJ2067'MILES TO THE JUNCTION OF MISSISSIPPI HIGHWAY 7.  CONTINUE NW ON
 DJ2067'MISSISSIPPI HIGHWAY 7 FOR 0.2 MILE TO A PIPE LINE CROSSING AND
 DJ2067'Q-17-34 USE ON THE LEFT.  CONTINUE NW ON U.S. HIGHWAY 51 FOR
 DJ2067'0.25 MILE TO THE STATION ON THE RIGHT (0.1 MILE BEFORE REACHING
 DJ2067'THE TOP OF A HILL).
 DJ2067'
 DJ2067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.2 MILES NW OF
 DJ2067'GRENADA.
 DJ2067
 DJ2067                          STATION RECOVERY (1981)
 DJ2067
 DJ2067'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1547 ***********************************************************************
 BV1547  DESIGNATION -  DENHAM
 BV1547  PID         -  BV1547
 BV1547  STATE/COUNTY-  MS/WAYNE
 BV1547  USGS QUAD   -  DENHAM (1982)
 BV1547
 BV1547                         *CURRENT SURVEY CONTROL
 BV1547  ___________________________________________________________________
 BV1547* NAD 83(1993)-  31 40 24.49663(N)    088 33 25.72431(W)     ADJUSTED  
 BV1547* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 BV1547  ___________________________________________________________________
 BV1547  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 BV1547  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BV1547  HORZ ORDER  -  THIRD
 BV1547
 BV1547.The horizontal coordinates were established by classical geodetic methods
 BV1547.and adjusted by the National Geodetic Survey in May 1994.
 BV1547
 BV1547.The orthometric height was scaled from a topographic map.
 BV1547
 BV1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1547
 BV1547.The geoid height was determined by GEOID03.
 BV1547
 BV1547;                    North         East     Units Scale Factor Converg.
 BV1547;SPC MS E     -   240,977.457   326,188.644   MT  0.99995846   +0 08 42.1
 BV1547;SPC MS E     -   790,606.87  1,070,170.58   sFT  0.99995846   +0 08 42.1
 BV1547;SPC AL W     -   186,005.476   499,758.708   MT  1.00005722   -0 33 18.5
 BV1547;UTM  16      - 3,505,296.737   352,392.203   MT  0.99986872   -0 49 04.0
 BV1547
 BV1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1547!SPC MS E     -   0.99998963  x   0.99995846  =   0.99994809
 BV1547!SPC AL W     -   0.99998963  x   1.00005722  =   1.00004685
 BV1547!UTM  16      -   0.99998963  x   0.99986872  =   0.99985835
 BV1547
 BV1547:                Primary Azimuth Mark                     Grid Az
 BV1547:SPC MS E     -  DENHAM AZ MK                             150 08 02.3
 BV1547:SPC AL W     -  DENHAM AZ MK                             150 50 02.9
 BV1547:UTM  16      -  DENHAM AZ MK                             151 05 48.4
 BV1547
 BV1547|---------------------------------------------------------------------|
 BV1547| PID    Reference Object                     Distance      Geod. Az  |
 BV1547|                                                           dddmmss.s |
 BV1547| BV2044 DENHAM AZ MK                                       1501644.4 |
 BV1547| BV2042 DENHAM RM 1                          26.098 METERS 21125     |
 BV1547| BV2043 DENHAM RM 2                          27.739 METERS 30726     |
 BV1547|---------------------------------------------------------------------|
 BV1547
 BV1547                          SUPERSEDED SURVEY CONTROL
 BV1547
 BV1547  NAD 83(1993)-  31 40 24.50189(N)    088 33 25.72523(W) AD(       ) 3
 BV1547  NAD 83(1986)-  31 40 24.51148(N)    088 33 25.72567(W) AD(       ) 3
 BV1547  NAD 27      -  31 40 23.93500(N)    088 33 25.61300(W) AD(       ) 3
 BV1547
 BV1547.Superseded values are not recommended for survey control.
 BV1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1547.See file dsdata.txt to determine how the superseded data were derived.
 BV1547
 BV1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA5239205297(NAD 83)
 BV1547_MARKER: DS = TRIANGULATION STATION DISK
 BV1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1547_SP_SET: CONCRETE POST
 BV1547_STAMPING: DENHAM 1956
 BV1547_MARK LOGO: CGS   
 BV1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1547+STABILITY: SURFACE MOTION
 BV1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1547+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1991
 BV1547
 BV1547  HISTORY     - Date     Condition        Report By
 BV1547  HISTORY     - 1956     MONUMENTED       CGS
 BV1547  HISTORY     - 1956     GOOD             CGS
 BV1547  HISTORY     - 1964     GOOD             MSHD
 BV1547  HISTORY     - 19910709 GOOD             MSHD
 BV1547
 BV1547                          STATION DESCRIPTION
 BV1547
 BV1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1547'THE STATION IS ABOUT 11 MILES NORTH OF BUCKATUNNA, ABOUT 5 MILES
 BV1547'EAST OF WAYNESBORO AND ABOUT 2 MILES NORTHWEST OF DENHAM. IT IS ON
 BV1547'PROPERTY OF S.T. WHITNEY. IT IS 31 FEET NORTHWEST OF THE NORTH
 BV1547'CORNER OF A BARN, 31 FEET NORTHEAST OF THE NORTH CORNER OF A SHED,
 BV1547'14 FEET SOUTHWEST OF A FENCE AND 9 FEET NORTHWEST OF A FENCE AND A
 BV1547'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 BV1547'DISK IS STAMPED DENHAM 1956.
 BV1547'
 BV1547'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84,
 BV1547'0.2 MILE EAST OF THE POST OFFICE IN WAYNESBORO, GO SOUTH ON HIGHWAY
 BV1547'45 FOR 0.1 MILE TO A PAVED CROSSROAD (WAYNE STREET). TURN LEFT AND
 BV1547'GO EAST ON THE PAVED ROAD FOR 4.8 MILES TO A GRAVEL ROAD RIGHT. TURN
 BV1547'RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.75 MILE TO A DIRT
 BV1547'CROSSROAD. TURN LEFT AND GO EAST AND SOUTHEAST ON THE DIRT ROAD
 BV1547'FOR 0.95 MILE TO A DRIVEWAY LEFT*. TURN LEFT AND GO EAST ON THE
 BV1547'DRIVEWAY FOR 0.05 MILE TO A FARMHOUSE. TURN LEFT AND GO NORTH
 BV1547'AROUND THE WEST SIDE OF FARM BUILDINGS FOR 0.1 MILE TO STATION AS
 BV1547'DESCRIBED.
 BV1547'
 BV1547'*TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE SOUTH ON THE
 BV1547'DIRT ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT WHERE THE ROAD CURVES
 BV1547'TO THE LEFT.
 BV1547'
 BV1547'REFERENCE MARK 1 IS 32 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST
 BV1547'END OF THE BARN, 8 FEET NORTH OF A 12 INCH PINE TREE AND 1 FOOT
 BV1547'SOUTHWEST OF A FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 BV1547'DENHAM NO 1 1956.
 BV1547'
 BV1547'REFERENCE MARK 2 IS 82 FEET NORTHWEST OF THE NORTH CORNER OF THE
 BV1547'SHED AND 23 FEET NORTHEAST OF A 12 INCH PINE TREE. THE MARK PROJECTS
 BV1547'ABOUT 2 INCHES AND THE DISK IS STAMPED DENHAM NO 2 1956.
 BV1547'
 BV1547'THE AZIMUTH MARK IS 48 FEET NORTHEAST OF THE CENTER OF THE DIRT ROAD,
 BV1547'1 FOOT SOUTHWEST OF A FENCE AND 1 FOOT NORTHWEST OF A WHITE WITNESS
 BV1547'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 BV1547'DENHAM 1956.
 BV1547
 BV1547                          STATION RECOVERY (1956)
 BV1547
 BV1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1547'RECOVERED IN GOOD CONDITION.
 BV1547
 BV1547                          STATION RECOVERY (1964)
 BV1547
 BV1547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1547'THE STATION WAS VISITED 6-23-65 AND ALL MARKS WERE FOUND IN GOOD
 BV1547'CONDITION.
 BV1547'
 BV1547'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTHWEST
 BV1547'OF THE STATION, R.M. NO. 1, R.M. NO. 2, AND THE AZIMUTH MARK. ALL
 BV1547'MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 11-INCH SQUARE,
 BV1547'CONCRETE POSTS.
 BV1547'
 BV1547'THE 1956 DESCRIPTION IS ADEQUATE.
 BV1547
 BV1547                          STATION RECOVERY (1991)
 BV1547
 BV1547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1547'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF WAYNESBORO, ON
 BV1547'THE HIGHEST POINT IN THE VICINITY, ABOUT 150 YDS NORTH OF A BRICK
 BV1547'HOUSE, 5.7 MI (9.2 KM) WEST OF THE ALABAMA-MISSISSIPPI STATE LINE AND
 BV1547'IS IN SECTION 1, T 8N, R 6W.
 BV1547'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV1547'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV1547'45, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 45 FOR 0.1 MI
 BV1547'(0.2 KM) TO A CROSSROAD, TURN LEFT AND GO EAST ON WAYNE AVENUE FOR
 BV1547'2.55 MI (4.10 KM) TO A FORK, TAKE THE RIGHT FORK AN CONTINUE
 BV1547'SOUTHEAST OF A PAVED ROAD FOR 2.0 MI (3.2 KM) TO A CROSSROAD,
 BV1547'CONTINUE EAST ON A PAVED ROAD FOR 0.9 MI (1.4 KM) TO THE MARK ON THE
 BV1547'LEFT THROUGH THE WOODS.
 BV1547'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1547'PROJECTING 2 INCHES, 449.0 FT (136.9 M) NORTHEAST OF THE CENTER OF A
 BV1547'PAVED ROAD, 102.0 FT (31.1 M) EAST OF A 24 INCH TWIN OAK, 59.0 FT
 BV1547'(18.0 M) SOUTH-SOUTHEAST OF A 20 INCH OAK, 41.5 FT (12.6 M) NORTHEAST
 BV1547'OF THE NORTHEAST CORNER OF A FRAME BUILDING, 40.0 FT (12.2 M) NORTH
 BV1547'OF THE NORTHEAST CORNER OF A 1 FOOT HIGH CONCRETE WALL AROUND A
 BV1547'GARDEN AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2036 ***********************************************************************
 DJ2036  DESIGNATION -  DENLEY LOT
 DJ2036  PID         -  DJ2036
 DJ2036  STATE/COUNTY-  MS/YALOBUSHA
 DJ2036  USGS QUAD   -  COFFEEVILLE (1983)
 DJ2036
 DJ2036                         *CURRENT SURVEY CONTROL
 DJ2036  ___________________________________________________________________
 DJ2036* NAD 83(1993)-  33 56 43.76359(N)    089 38 53.54641(W)     ADJUSTED  
 DJ2036* NAVD 88     -              **(meters)            **(feet)            
 DJ2036  ___________________________________________________________________
 DJ2036  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 DJ2036  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DJ2036  HORZ ORDER  -  THIRD
 DJ2036
 DJ2036.The horizontal coordinates were established by classical geodetic methods
 DJ2036.and adjusted by the National Geodetic Survey in May 1994.
 DJ2036
 DJ2036
 DJ2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2036
 DJ2036.The geoid height was determined by GEOID03.
 DJ2036
 DJ2036;                    North         East     Units Scale Factor Converg.
 DJ2036;SPC MS W     -   493,112.605   763,333.026   MT  0.99999943   +0 22 57.3
 DJ2036;SPC MS W     - 1,617,820.27  2,504,368.44   sFT  0.99999943   +0 22 57.3
 DJ2036;UTM  16      - 3,759,271.745   255,254.635   MT  1.00033848   -1 28 46.2
 DJ2036
 DJ2036                          SUPERSEDED SURVEY CONTROL
 DJ2036
 DJ2036  NAD 83(1986)-  33 56 43.77489(N)    089 38 53.54296(W) AD(       ) 4
 DJ2036  NAD 27      -  33 56 43.36492(N)    089 38 53.24140(W) AD(       ) 3
 DJ2036
 DJ2036.Superseded values are not recommended for survey control.
 DJ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2036.See file dsdata.txt to determine how the superseded data were derived.
 DJ2036
 DJ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5525559272(NAD 83)
 DJ2036_MARKER: 57 = LOOKOUT TOWER
 DJ2036
 DJ2036  HISTORY     - Date     Condition        Report By
 DJ2036  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ2036
 DJ2036                          STATION DESCRIPTION
 DJ2036
 DJ2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ2036'THE STATION IS THE TOP CENTER OF THE MISSISSIPPI STATE FOREST
 DJ2036'SERVICE, DENLEY LOOKOUT TOWER THAT IS LOCATED ABOUT 2 MILES
 DJ2036'SOUTHEAST OF COFFEVILLE AND 0.1 MILE NORTH OF STATE HIGHWAY
 DJ2036'330.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 100 FEET
 DJ2036'IN HEIGHT SURMOUNTED BY A SMALL HOUSE.  THE OVERALL HEIGHT
 DJ2036'BEING 110 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1745 ***********************************************************************
 EG1745  DESIGNATION -  DENMARK
 EG1745  PID         -  EG1745
 EG1745  STATE/COUNTY-  MS/LAFAYETTE
 EG1745  USGS QUAD   -  DENMARK (1980)
 EG1745
 EG1745                         *CURRENT SURVEY CONTROL
 EG1745  ___________________________________________________________________
 EG1745* NAD 83(1993)-  34 21 40.73624(N)    089 19 19.86995(W)     ADJUSTED  
 EG1745* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 EG1745  ___________________________________________________________________
 EG1745  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 EG1745  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EG1745  HORZ ORDER  -  SECOND
 EG1745
 EG1745.The horizontal coordinates were established by classical geodetic methods
 EG1745.and adjusted by the National Geodetic Survey in May 1994.
 EG1745
 EG1745.The orthometric height was scaled from a topographic map.
 EG1745
 EG1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1745
 EG1745.The geoid height was determined by GEOID03.
 EG1745
 EG1745;                    North         East     Units Scale Factor Converg.
 EG1745;SPC MS E     -   539,132.662   255,031.605   MT  0.99997492   -0 16 33.3
 EG1745;SPC MS E     - 1,768,804.41    836,716.19   sFT  0.99997492   -0 16 33.3
 EG1745;UTM  16      - 3,804,662.529   286,441.986   MT  1.00016220   -1 18 40.2
 EG1745
 EG1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1745!SPC MS E     -   0.99997594  x   0.99997492  =   0.99995086
 EG1745!UTM  16      -   0.99997594  x   1.00016220  =   1.00013814
 EG1745
 EG1745|---------------------------------------------------------------------|
 EG1745| PID    Reference Object                     Distance      Geod. Az  |
 EG1745|                                                           dddmmss.s |
 EG1745| CG3917 DENMARK RM 2                         22.433 METERS 00711     |
 EG1745| EG1722 TOCCOPOLA MUNICIPAL TANK            APPROX.13.9 KM 1443750.4 |
 EG1745| EG1746 TT 19 B USGS 1967                    29.329 METERS 23726     |
 EG1745| CG3916 DENMARK RM 1                         75.103 METERS 25615     |
 EG1745| EG1742 HERRING                             APPROX.11.5 KM 3362650.0 |
 EG1745|---------------------------------------------------------------------|
 EG1745
 EG1745                          SUPERSEDED SURVEY CONTROL
 EG1745
 EG1745  NAD 83(1986)-  34 21 40.74770(N)    089 19 19.86774(W) AD(       ) 2
 EG1745  NAD 27      -  34 21 40.36458(N)    089 19 19.59764(W) AD(       ) 2
 EG1745
 EG1745.Superseded values are not recommended for survey control.
 EG1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1745.See file dsdata.txt to determine how the superseded data were derived.
 EG1745
 EG1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8644204663(NAD 83)
 EG1745_MARKER: DS = TRIANGULATION STATION DISK
 EG1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1745
 EG1745  HISTORY     - Date     Condition        Report By
 EG1745  HISTORY     - 1967     MONUMENTED       CGS
 EG1745  HISTORY     - 1977     GOOD             MSHD
 EG1745
 EG1745                          STATION DESCRIPTION
 EG1745
 EG1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1745'STATION IS LOCATED 11 MILES EAST OF OXFORD, 8.5 MILES NORTHWEST OF
 EG1745'TOCCOPOLA, 3 MILES
 EG1745'NORTH OF STATE ROUTE 6, ON HIGH RIDGE AND ON THE
 EG1745'NORTHEAST SIDE OF DENMARK FIRE TOWER.
 EG1745'
 EG1745'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 6 AND 9 IN THE
 EG1745'WEST EDGE OF
 EG1745'PONTOTOC, GO WEST ON STATE ROUTE 6 FOR 9.5 MILES TO SIGN
 EG1745'ON RIGHT, CAMP YOCONA THAXTON
 EG1745'AND STANDARD SERVICE STATION ON LEFT,
 EG1745'CONTINUE WEST ON STATE ROUTE 6 FOR 10.6 MILES TO
 EG1745'SIGN ON RIGHT
 EG1745'DENMARK, CONTINUE WEST 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 EG1745'AND GO
 EG1745'NORTHEASTERLY ON GRAVELED ROAD (ROUTE 9) 2.2 MILES TO A SIDE
 EG1745'ROAD LEFT, TURN LEFT AND
 EG1745'GO NORTH 2.0 MILES TO SIGN DENMARK TOWER ON
 EG1745'RIGHT AT A REVERSE FORK, KEEP AHEAD
 EG1745'NORTHERLY 0.2 MILE TO A SIDE ROAD
 EG1745'RIGHT, KEEP AHEAD WESTERLY 0.05 MILE TO DENMARK FIRE
 EG1745'TOWER AND
 EG1745'STATION AS DESCRIBED.
 EG1745'
 EG1745'STATION MARK, STAMPED DENMARK 1967, IS SET IN CONCRETE CYLINDER WHICH
 EG1745'PROJECTS 9 INCHES.
 EG1745'IT IS 81 FEET NORTHEAST OF NORTHEAST LEG OF FIRE
 EG1745'TOWER, 33 FEET SOUTHEAST OF CENTER OF
 EG1745'ROAD, 11 FEET EAST OF SOUTH
 EG1745'POST OF DENMARK TOWER SIGN, 10 FEET NORTH OF TRIANGLE
 EG1745'BLAZED 12 INCH
 EG1745'PINE TREE AND 1.9 FEET WEST-NORTHWEST OF WITNESS POST.
 EG1745'
 EG1745'RM 1, STAMPED DENMARK NO 1 1967, IS SET IN TOP OF A CONCRETE CYLINDER
 EG1745'WHICH PROJECTS 7
 EG1745'INCHES.  IT IS 30.5 FEET NORTHWEST OF CENTER OF
 EG1745'ROAD, 7 FEET NORTHWEST OF TRIANGLE
 EG1745'BLAZED 12 INCH TREE AND 2.1 FEET
 EG1745'EAST OF WITNESS POST.
 EG1745'
 EG1745'RM 2, STAMPED DENMARK NO 2 1967, IS SET IN TOP OF A CONCRETE CYLINDER
 EG1745'WHICH PROJECTS 7
 EG1745'INCHES.  IT IS 36.6 FEET NORTHWEST OF CENTER OF
 EG1745'ROAD, 2 FEET EAST OF TRIANGLE
 EG1745'BLAZED PINE TREE AND 1.8 FEET SOUTHWEST
 EG1745'OF WITNESS POST.
 EG1745'
 EG1745'TT 19 B (USGS), A STANDARD U S GEOLOGICAL SURVEY DISK STAMPED 591 TT
 EG1745'19 B 1938, IS SET
 EG1745'IN A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 EG1745'SET UNDER CENTER BASE OF DENMARK
 EG1745'FIRE TOWER.
 EG1745'
 EG1745'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1745
 EG1745                          STATION RECOVERY (1977)
 EG1745
 EG1745'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1745'THE STATION WAS VISITED 1-7-77 AND THE STATION MARK, RM NO 1, RM NO
 EG1745'2 AND TT 19B (USGS) WERE FOUND IN GOOD CONDITION.  A SMALL CONCRETE
 EG1745'BLOCK BUILDING HAS BEEN BUILT ON LINE BETWEEN THE STATION AND TT
 EG1745'19B.
 EG1745'
 EG1745'THE STATION IS LOCATED 11 MILES EAST OF OXFORD NEAR THE SITE OF THE
 EG1745'DENMARK LOOKOUT TOWER IN THE HOLLY SPRINGS NATIONAL FOREST, 8.5
 EG1745'MILES NORTHWEST OF TOCCOPOLA IN THE NORTHEAST 1/4 OF SECTION 29, T
 EG1745'8S, R 1W.  IT IS 162 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 EG1745'IN A CURVE, 95 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE
 EG1745'LOOKOUT TOWER, 50.5 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 EG1745'CONCRETE BLOCK BUILDING, 31 FEET SOUTH-SOUTHEAST OF THE CENTER
 EG1745'OF A GRAVELED ROAD, 11 FEET EAST OF THE SOUTH POST OF THE DENMARK
 EG1745'TOWER SIGN, 1 FOOT SOUTH OF A METAL WITNESS POST AND PROJECTS 7
 EG1745'INCHES.  IT IS A TRIANGULATION DISK, STAMPED DENMARK 1967.
 EG1745'
 EG1745'REFERENCE MARK NO 1 IS 246.40 FEET SOUTHWEST OF THE STATION.  IT IS
 EG1745'150 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 54 FEET
 EG1745'NORTH OF A CONCRETE POST MARKED 10, 32 FEET NORTHWEST OF THE CENTER
 EG1745'OF A GRAVELED ROAD, 6.5 FEET NORTHWEST OF A 12 INCH PINE, 1 FOOT
 EG1745'SOUTH OF A METAL WITNESS POST AND PROJECTS 7 INCHES.  IT IS A
 EG1745'REFERENCE MARK DISK, STAMPED DENMARK NO 1 1967.
 EG1745'
 EG1745'REFERENCE MARK NO 2 IS 73.60 FEET NORTH OF THE STATION.  IT IS 71
 EG1745'FEET NORTHEAST OF THE NORTH POST OF THE DENMARK TOWER SIGN, 39 FEET
 EG1745'NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET EAST OF
 EG1745'A 12 INCH BLAZED PINE, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND
 EG1745'PROJECTS 7 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED DENMARK
 EG1745'NO 2 1967.
 EG1745'
 EG1745'TT 19B (USGS) IS 96.22 FEET SOUTHWEST OF THE STATION.  IT IS 48 FEET
 EG1745'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 41.5 FEET WEST OF THE
 EG1745'SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 15 FEET
 EG1745'NORTHEAST OF THE SOUTHWEST LEG OF THE TOWER, 15 FEET NORTHWEST OF
 EG1745'THE SOUTHEAST LEG OF THE TOWER.  IT IS A USGS BENCH MARK DISK, SET
 EG1745'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST STAMPED 591 19B 1938
 EG1745'PROJECTING 4 INCHES.
 EG1745'
 EG1745'TO REACH THE STATION FROM THE STATE HIGHWAY 7 (LAMAR STREET) BRIDGE
 EG1745'OVER STATE HIGHWAY 6, 0.8 MILE SOUTH OF THE COURTHOUSE IN OXFORD GO
 EG1745'EAST ON STATE HIGHWAY 6 FOR 9.6 MILES TO A SIDE ROAD LEFT JUST
 EG1745'BEFORE REACHING A SIDE ROAD RIGHT.  TURN LEFT AND GO NORTH ON A
 EG1745'GRAVELED ROAD FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 EG1745'GO NORTH ON A GRAVELED ROAD FOR 2 MILES TO A T INTERSECTION WITH
 EG1745'A SIGN POINTING EAST TO THE BLUE SPRINGS BAPTIST CAMP.  TURN LEFT
 EG1745'AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.16 MILE TO A FORK AND
 EG1745'THE STATION ON THE LEFT.
 EG1745'
 EG1745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES EAST OF
 EG1745'OXFORD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1500 ***********************************************************************
 EG1500  DESIGNATION -  DENNIS
 EG1500  PID         -  EG1500
 EG1500  STATE/COUNTY-  MS/TISHOMINGO
 EG1500  USGS QUAD   -  BELMONT (1984)
 EG1500
 EG1500                         *CURRENT SURVEY CONTROL
 EG1500  ___________________________________________________________________
 EG1500* NAD 83(1993)-  34 33 59.29383(N)    088 13 16.95190(W)     ADJUSTED  
 EG1500* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 EG1500  ___________________________________________________________________
 EG1500  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 EG1500  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG1500  HORZ ORDER  -  SECOND
 EG1500
 EG1500.The horizontal coordinates were established by classical geodetic methods
 EG1500.and adjusted by the National Geodetic Survey in May 1994.
 EG1500
 EG1500.The orthometric height was scaled from a topographic map.
 EG1500
 EG1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1500
 EG1500.The geoid height was determined by GEOID03.
 EG1500
 EG1500;                    North         East     Units Scale Factor Converg.
 EG1500;SPC MS E     -   561,951.390   356,155.124   MT  0.99998885   +0 20 50.0
 EG1500;SPC MS E     - 1,843,668.85  1,168,485.60   sFT  0.99998885   +0 20 50.0
 EG1500;SPC AL W     -   506,587.883   533,805.298   MT  0.99998732   -0 24 33.5
 EG1500;UTM  16      - 3,825,645.603   387,959.785   MT  0.99975472   -0 41 34.9
 EG1500
 EG1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1500!SPC MS E     -   0.99997321  x   0.99998885  =   0.99996206
 EG1500!SPC AL W     -   0.99997321  x   0.99998732  =   0.99996053
 EG1500!UTM  16      -   0.99997321  x   0.99975472  =   0.99972794
 EG1500
 EG1500:                Primary Azimuth Mark                     Grid Az
 EG1500:SPC MS E     -  RED BAY MUNICIPAL TANK                   153 00 26.8
 EG1500:SPC AL W     -  RED BAY MUNICIPAL TANK                   153 45 50.3
 EG1500:UTM  16      -  RED BAY MUNICIPAL TANK                   154 02 51.7
 EG1500
 EG1500|---------------------------------------------------------------------|
 EG1500| PID    Reference Object                     Distance      Geod. Az  |
 EG1500|                                                           dddmmss.s |
 EG1500| EG1525 RED BAY MUNICIPAL TANK              APPROX.16.3 KM 1532116.8 |
 EG1500| EG1501 BELMOUNT MUNICIPAL TANK             APPROX. 6.5 KM 1700935.9 |
 EG1500| CG3918 DENNIS RM 1                          19.675 METERS 26443     |
 EG1500| EG1499 DENNIS LOOKOUT TOWER                 18.633 METERS 29255     |
 EG1500| CG3919 DENNIS RM 2                          21.023 METERS 35505     |
 EG1500| EG1506 TISHOMINGO MUNICIPAL TANK           APPROX. 7.4 KM 3572140.4 |
 EG1500|---------------------------------------------------------------------|
 EG1500
 EG1500                          SUPERSEDED SURVEY CONTROL
 EG1500
 EG1500  NAD 83(1993)-  34 33 59.29524(N)    088 13 16.95136(W) AD(       ) 2
 EG1500  NAD 83(1986)-  34 33 59.30183(N)    088 13 16.94985(W) AD(       ) 2
 EG1500  NAD 27      -  34 33 58.95700(N)    088 13 16.79500(W) AD(       ) 2
 EG1500
 EG1500.Superseded values are not recommended for survey control.
 EG1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1500.See file dsdata.txt to determine how the superseded data were derived.
 EG1500
 EG1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8796025646(NAD 83)
 EG1500_MARKER: DS = TRIANGULATION STATION DISK
 EG1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1500
 EG1500  HISTORY     - Date     Condition        Report By
 EG1500  HISTORY     - 1950     MONUMENTED       CGS
 EG1500  HISTORY     - 1962     GOOD             MSHD
 EG1500
 EG1500                          STATION DESCRIPTION
 EG1500
 EG1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1500'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE VILLAGE OF
 EG1500'DENNIS, 71 FEET SOUTH OF
 EG1500'A POWER LINE POLE AND TRANSFORMER, AND 62 FEET WEST OF
 EG1500'THE CENTER OF A GRAVELED ROAD.
 EG1500'
 EG1500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 4 AND 25
 EG1500'IN THE CENTER OF
 EG1500'DENNIS, GO NORTH ON NO.  25 FOR 0.8 MILE, THEN SHARP
 EG1500'RIGHT, SOUTHERLY, ON A GRAVELED
 EG1500'ROAD FOR 0.2 MILE TO THE STATION ON
 EG1500'THE RIGHT AS DESCRIBED.
 EG1500'
 EG1500'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 EG1500'DENNIS 1950.
 EG1500'
 EG1500'REFERENCE MRK NO. 1 IS 20 FEET SOUTH OF THE SOUTHWEST OF LEG OF THE
 EG1500'LOOKOUT TOWER.  IT
 EG1500'PROJECTS 3 INCHES, AND THE DISK IS STAMPED DENNIS NO.  1
 EG1500'1950.
 EG1500'
 EG1500'REFERENCE MARK NO. 2 IS 52 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 EG1500'LOOKOUT TOWER, 33
 EG1500'FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND
 EG1500'10.5 FEET WEST OF A POWER LINE POLE
 EG1500'AND TRANSFORMER.  IT PROJECTS 4
 EG1500'INCHES, AND THE DISK IS STAMPED DENNIS NO.  2 1950.
 EG1500'
 EG1500'BECAUSE OF A REQUEST TO CUT NO TREES AT THE STATION SITE THERE WAS NO
 EG1500'SUITABLE PLACE TO
 EG1500'ESTABLISH AN AZIMUTH MARK.
 EG1500'
 EG1500'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG1500'CYLINDERS.
 EG1500'
 EG1500'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1500
 EG1500                          STATION RECOVERY (1962)
 EG1500
 EG1500'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1500'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EG1500'
 EG1500'THE 1950 DESCRIPTION IS CORRECT AND ADEQUATE.
 EG1500'
 EG1500'THE STATION MARK HAS BEEN COVERED BY APPROXIMATELY 1.0 FOOT OF GRAVEL
 EG1500'THAT FORMS THE PARKING
 EG1500'AREA AT THE LOOKOUT TOWER.
 EG1500'
 EG1500'A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF R.M. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1499 ***********************************************************************
 EG1499  DESIGNATION -  DENNIS LOOKOUT TOWER
 EG1499  PID         -  EG1499
 EG1499  STATE/COUNTY-  MS/TISHOMINGO
 EG1499  USGS QUAD   -  BELMONT (1984)
 EG1499
 EG1499                         *CURRENT SURVEY CONTROL
 EG1499  ___________________________________________________________________
 EG1499* NAD 83(1993)-  34 33 59.52922(N)    088 13 17.62521(W)     ADJUSTED  
 EG1499* NAVD 88     -              **(meters)            **(feet)            
 EG1499  ___________________________________________________________________
 EG1499  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 EG1499  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG1499  HORZ ORDER  -  THIRD
 EG1499
 EG1499.The horizontal coordinates were established by classical geodetic methods
 EG1499.and adjusted by the National Geodetic Survey in May 1994.
 EG1499
 EG1499
 EG1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1499
 EG1499.The geoid height was determined by GEOID03.
 EG1499
 EG1499;                    North         East     Units Scale Factor Converg.
 EG1499;SPC MS E     -   561,958.540   356,137.917   MT  0.99998883   +0 20 49.6
 EG1499;SPC MS E     - 1,843,692.31  1,168,429.15   sFT  0.99998883   +0 20 49.6
 EG1499;SPC AL W     -   506,595.259   533,788.187   MT  0.99998735   -0 24 33.8
 EG1499;UTM  16      - 3,825,653.062   387,942.715   MT  0.99975477   -0 41 35.3
 EG1499
 EG1499                          SUPERSEDED SURVEY CONTROL
 EG1499
 EG1499  NAD 83(1993)-  34 33 59.53064(N)    088 13 17.62466(W) AD(       ) 4
 EG1499  NAD 83(1986)-  34 33 59.53720(N)    088 13 17.62317(W) AD(       ) 4
 EG1499  NAD 27      -  34 33 59.19300(N)    088 13 17.46800(W) AD(       ) 3
 EG1499
 EG1499.Superseded values are not recommended for survey control.
 EG1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1499.See file dsdata.txt to determine how the superseded data were derived.
 EG1499
 EG1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8794325653(NAD 83)
 EG1499_MARKER: 57 = LOOKOUT TOWER
 EG1499
 EG1499  HISTORY     - Date     Condition        Report By
 EG1499  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1499  HISTORY     - 1962     GOOD             MSHD
 EG1499
 EG1499                          STATION DESCRIPTION
 EG1499
 EG1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1499'THE STATION IS LOCATED ABOUT .5 MILE NORTHERLY OF THE VILLAGE OF
 EG1499'DENNIS.
 EG1499'
 EG1499'IT IS A STANDARD LOOKOUT TOWER, CONSTRUCTED OF STEEL, WITH A STAIRWAY
 EG1499'IN THE CENTER OF FOUR
 EG1499'LEGS, AND A GLASS ENCLOSED CROWS-NEST ON TOP OF
 EG1499'THE STRUCTURE.  IT IS APPROXIMATELY
 EG1499'110 FEET HIGH.
 EG1499'
 EG1499'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE ROOF.
 EG1499'
 EG1499'THE CENTER OF THE BASE IS LOCATED BY DISTANCE AND DIRECTION FROM
 EG1499'TRIANGULATION STATION
 EG1499'DENNIS.
 EG1499
 EG1499                          STATION RECOVERY (1962)
 EG1499
 EG1499'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1499'THE STATION WAS VISITED SEPTEMBER 5, 1962 AND FOUND IN GOOD
 EG1499'CONDITION.  THE 1950
 EG1499'DESCRIPTION IS ADEQUATE.
 EG1499'
 EG1499'THE STATION IS LOCATED ABOUT .5 MILE NORTHERLY OF THE VILLAGE OF
 EG1499'DENNIS.  IT IS A
 EG1499'STANDARD LOOKOUT TOWER, CONSTRUCTED OF STEEL, WITH A
 EG1499'STAIRWAY IN THE CENTER OF
 EG1499'FOUR LEGS, AND A GLASS ENCLOSED CROWS-NEST
 EG1499'ON TOP OF THE STRUCTURE.  IT APPROXIMATELY
 EG1499'110 FEET HIGH.
 EG1499'
 EG1499'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE ROOF.
 EG1499'
 EG1499'THE CENTER OF THE BASE IS LOCATED BY DISTANCE AND DIRECTION FROM
 EG1499'TRIANGULATION
 EG1499'STATION DENNIS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2337 ***********************************************************************
 BW2337  DESIGNATION -  DENT
 BW2337  PID         -  BW2337
 BW2337  STATE/COUNTY-  MS/COPIAH
 BW2337  USGS QUAD   -  DENTVILLE (1963)
 BW2337
 BW2337                         *CURRENT SURVEY CONTROL
 BW2337  ___________________________________________________________________
 BW2337* NAD 83(1993)-  31 59 36.19832(N)    090 33 53.95451(W)     ADJUSTED  
 BW2337* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 BW2337  ___________________________________________________________________
 BW2337  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BW2337  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2337  HORZ ORDER  -  SECOND
 BW2337
 BW2337.The horizontal coordinates were established by classical geodetic methods
 BW2337.and adjusted by the National Geodetic Survey in May 1994.
 BW2337
 BW2337.The orthometric height was scaled from a topographic map.
 BW2337
 BW2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2337
 BW2337.The geoid height was determined by GEOID03.
 BW2337
 BW2337;                    North         East     Units Scale Factor Converg.
 BW2337;SPC MS W     -   276,439.646   678,109.780   MT  0.99995591   -0 07 21.8
 BW2337;SPC MS W     -   906,952.41  2,224,765.17   sFT  0.99995591   -0 07 21.8
 BW2337;UTM  15      - 3,542,293.781   730,047.063   MT  1.00025271   +1 17 26.5
 BW2337
 BW2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2337!SPC MS W     -   0.99998386  x   0.99995591  =   0.99993977
 BW2337!UTM  15      -   0.99998386  x   1.00025271  =   1.00023656
 BW2337
 BW2337|---------------------------------------------------------------------|
 BW2337| PID    Reference Object                     Distance      Geod. Az  |
 BW2337|                                                           dddmmss.s |
 BW2337| CY4244 DENT RM 2                            19.851 METERS 05758     |
 BW2337| CY4242 DENT AZ MK                                         1502136.8 |
 BW2337| CY4243 DENT RM 1                            24.597 METERS 16236     |
 BW2337| CP2732 FOSTER LOOKOUT TOWER                APPROX. 3.6 KM 2832100.0 |
 BW2337|---------------------------------------------------------------------|
 BW2337
 BW2337                          SUPERSEDED SURVEY CONTROL
 BW2337
 BW2337  NAD 83(1986)-  31 59 36.21253(N)    090 33 53.95052(W) AD(       ) 2
 BW2337  NAD 27      -  31 59 35.65100(N)    090 33 53.60300(W) AD(       ) 2
 BW2337
 BW2337.Superseded values are not recommended for survey control.
 BW2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2337.See file dsdata.txt to determine how the superseded data were derived.
 BW2337
 BW2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR3004742294(NAD 83)
 BW2337_MARKER: DS = TRIANGULATION STATION DISK
 BW2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2337
 BW2337  HISTORY     - Date     Condition        Report By
 BW2337  HISTORY     - 1948     MONUMENTED       CGS
 BW2337  HISTORY     - 1955     GOOD             CGS
 BW2337  HISTORY     - 1963     MARK NOT FOUND   USGS
 BW2337  HISTORY     - 1965     MARK NOT FOUND   MSHD
 BW2337
 BW2337                          STATION DESCRIPTION
 BW2337
 BW2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2337'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST
 BW2337'OF UTICA, 2 MILES NORTH OF THE SMALL SETTLEMENT OF DENTVILLE,
 BW2337'AND ON LAND OWNED BY MR. J.H. FOSTER.  THE MARK IS ABOUT
 BW2337'0.1 MILE WEST OF A GRAVEL ROAD, 75 YARDS SOUTHWEST OF A
 BW2337'GRAVEL PIT, 40.8 FEET SOUTHWEST OF A 2-1/2-FOOT HICKORY
 BW2337'TREE, AND 13.8 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 BW2337'PROJECTS 6 INCHES, AND THE DISK IS STAMPED DENT 1948.
 BW2337'
 BW2337'REFERENCE MARK NO. 1 IS 80.70 FEET SOUTH-SOUTHEAST OF THE
 BW2337'STATION.  (SLOPE MEASUREMENT) THE MARK PROJECTS 6 INCHES,
 BW2337'AND THE DISK IS STAMPED DENT NO 1 1948.
 BW2337'
 BW2337'REFERENCE MARK NO. 2 IS 65.13 FEET EAST-NORTHEAST OF THE
 BW2337'STATION.  (SLOPE MEASUREMENT) THE MARK PROJECTS 6 INCHES,
 BW2337'AND THE DISK IS STAMPED DENT NO 2 1948.
 BW2337'
 BW2337'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH-SOUTHEAST
 BW2337'OF THE STATION, 118 FEET EAST OF THE APPROXIMATE CENTERLINE
 BW2337'OF A GRAVEL ROAD, 22 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 BW2337'OF A SAWMILL ROAD, AND 2.5 FEET WEST OF A WITNESS POST.
 BW2337'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DENT 1948.
 BW2337'
 BW2337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BW2337'118 AND 3 IN UTICA, GO SOUTHERLY ON THE FORMER FOR 3.95
 BW2337'MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT, EASTERLY,
 BW2337'AND GO ON THE MAIN GRAVEL ROAD FOR 4.75 MILES TO A ROAD
 BW2337'FORK AT THE W.A. STRONGS STORE ON THE RIGHT, CONTINUE STRAIGHT
 BW2337'AHEAD ON THE LEFT ROAD FOR 2 MILES TO THE TOP OF A SMALL
 BW2337'HILL AND A DIRT ROAD LEADING TO A SAWMILL AND THE AZIMUTH
 BW2337'MARK AS DESCRIBED ON THE LEFT.  TURN RIGHT, WEST, AND
 BW2337'NORTHWEST, ON AN OLD GRAVEL PIT ROAD FOR 0.2 MILE TO AN OLD
 BW2337'WOODS ROAD ON THE LEFT, TURN LEFT, WEST, AND BACK TO
 BW2337'THE NORTH-NORTHWEST UP A SMALL HILL FOR 0.5 MILE TO THE HIGHEST
 BW2337'POINT OF THE HILL AND THE STATION AS DESCRIBED.
 BW2337'
 BW2337'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2337
 BW2337                          STATION RECOVERY (1955)
 BW2337
 BW2337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2337'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2337'CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE WITH
 BW2337'A NEW TO REACH WHICH FOLLOWS--
 BW2337'
 BW2337'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 BW2337'18 AND 27 IN UTICA, ONE HALF BLOCK EAST OF THE POST OFFICE,
 BW2337'GO SOUTH ON STATE HIGHWAY 27 AN 18 FOR 0.75 MILE TO THE
 BW2337'JUNCTION OF THE TWO HIGHWAYS, KEEP STRAIGHT AHEAD ON STATE
 BW2337'HIGHWAY 18 FOR 2.9 MILES TO A SIDE ROAD LEFT, (0.35 MILE
 BW2337'SOUTH OF THE STEEL BRIDGE OVER WHITE OAK CREEK) TURN LEFT
 BW2337'AND GO 4.4 MILES TO A FORK, SMALL STORE ON THE RIGHT AND
 BW2337'WHITE HOUSE ON THE LEFT, TURN RIGHT AND GO 1.9 MILE TO THE
 BW2337'TOP OF A SMALL HILL AND DIM CROSSROAD (AZIMUTH MARK SOUTH
 BW2337'OF THE ROAD LEADING EAST TO A SAW MILL), TURN SHARP RIGHT
 BW2337'AND FOLLOW OLD HIGHWAY ROADBED NORTHWESTERLY FOR 0.15 MILE
 BW2337'TO A DIM WOODS ROAD LEFT AT THE FOOT OF A HILL ON THE
 BW2337'LEFT, TURN LEFT ON WOODS ROAD AND GO 0.05 MILE TO WHERE
 BW2337'THE DIM WOODS ROAD TURNS LEFT, HERE TURN SHARP RIGHT
 BW2337'AND GO 0.05 MILE TO THE TOP OF THE HILL AND THE STATION
 BW2337'AT THE SOUTHWEST EDGE OF THE GRAVEL PIT.
 BW2337
 BW2337                          STATION RECOVERY (1963)
 BW2337
 BW2337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BW2337'STATION WAS NOT FOUND.  IT IS IN THE CENTER OF A GRAVEL
 BW2337'PIT WHERE DIGGING HAS BEEN 10 TO 20 FEET.  REFERENCE MARKS
 BW2337'WERE NOT FOUND.  NO EVIDENCE OF POSTS FOUND.
 BW2337
 BW2337                          STATION RECOVERY (1965)
 BW2337
 BW2337'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2337'THE STATION WAS VISITED 12-3-65 AND THE AZIMUTH MARK WAS
 BW2337'FOUND IN GOOD CONDITION.  THE STATION R.M. 1 AND R.M. 2
 BW2337'WERE NOT FOUND.
 BW2337'
 BW2337'TO REACH FROM THE U.S. POST OFFICE IN UTICA GO EAST ON A
 BW2337'CONCRETE STREET FOR 0.05 MILES TO ANOTHER CONCRETE STREET
 BW2337'ON THE RIGHT, TURN RIGHT AND GO 1.05 MILES TO HIGHWAY 18,
 BW2337'TURN RIGHT ON HIGHWAY 18 AND GO 3.8 MILES TO A SIDE ROAD
 BW2337'AND A STORE ON THE LEFT, TURN LEFT AND GO 4.65 MILES TO
 BW2337'A FORK, TAKE THE RIGHT FORK AND GO 1.9 MILES TO THE AZIMUTH
 BW2337'ON THE LEFT AS DESCRIBED.
 BW2337'
 BW2337'THE AZIMUTH MARK IS 22 FEET SOUTH OF CENTER OF A SAWMILL
 BW2337'ROAD, 13 FEET WEST OF A 20 INCH CEDAR IN A FENCE CORNER,
 BW2337'AND 2.5 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 BW2337'STAMPED DENT 1948, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2909 ***********************************************************************
 BH2909  DESIGNATION -  DERBY
 BH2909  PID         -  BH2909
 BH2909  STATE/COUNTY-  MS/PEARL RIVER
 BH2909  USGS QUAD   -  POPLARVILLE (1986)
 BH2909
 BH2909                         *CURRENT SURVEY CONTROL
 BH2909  ___________________________________________________________________
 BH2909* NAD 83(1993)-  30 45 11.28918(N)    089 37 03.15270(W)     ADJUSTED  
 BH2909* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 BH2909  ___________________________________________________________________
 BH2909  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BH2909  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BH2909  HORZ ORDER  -  SECOND
 BH2909
 BH2909.The horizontal coordinates were established by classical geodetic methods
 BH2909.and adjusted by the National Geodetic Survey in May 1994.
 BH2909
 BH2909.The orthometric height was scaled from a topographic map.
 BH2909
 BH2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2909
 BH2909.The geoid height was determined by GEOID03.
 BH2909
 BH2909;                    North         East     Units Scale Factor Converg.
 BH2909;SPC MS E     -   139,171.692   224,915.075   MT  1.00001952   -0 24 03.7
 BH2909;SPC MS E     -   456,599.13    737,908.88   sFT  1.00001952   -0 24 03.7
 BH2909;UTM  16      - 3,405,171.696   249,430.237   MT  1.00037458   -1 20 21.0
 BH2909
 BH2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2909!SPC MS E     -   0.99999060  x   1.00001952  =   1.00001012
 BH2909!UTM  16      -   0.99999060  x   1.00037458  =   1.00036517
 BH2909
 BH2909:                Primary Azimuth Mark                     Grid Az
 BH2909:SPC MS E     -  POPLARVILLE PEARL R COLL TANK            034 53 27.4
 BH2909:UTM  16      -  POPLARVILLE PEARL R COLL TANK            035 49 44.7
 BH2909
 BH2909|---------------------------------------------------------------------|
 BH2909| PID    Reference Object                     Distance      Geod. Az  |
 BH2909|                                                           dddmmss.s |
 BH2909| BH2907 POPLARVILLE PEARL R COLL TANK       APPROX.12.3 KM 0342923.7 |
 BH2909| BH2906 POPLARVILLE PEOPLES SERV TANK       APPROX.12.8 KM 0373558.0 |
 BH2909| DD7844 DERBY RM 1                           26.015 METERS 10847     |
 BH2909| DD7845 DERBY RM 2                           31.498 METERS 24810     |
 BH2909| DD7843 DERBY AZ MK                                        2495125.4 |
 BH2909|---------------------------------------------------------------------|
 BH2909
 BH2909                          SUPERSEDED SURVEY CONTROL
 BH2909
 BH2909  NAD 83(1986)-  30 45 11.30374(N)    089 37 03.14926(W) AD(       ) 2
 BH2909  NAD 27      -  30 45 10.62800(N)    089 37 02.91100(W) AD(       ) 2
 BH2909
 BH2909.Superseded values are not recommended for survey control.
 BH2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2909.See file dsdata.txt to determine how the superseded data were derived.
 BH2909
 BH2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4943005172(NAD 83)
 BH2909_MARKER: DS = TRIANGULATION STATION DISK
 BH2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2909+STABILITY: SURFACE MOTION
 BH2909
 BH2909  HISTORY     - Date     Condition        Report By
 BH2909  HISTORY     - 1943     MONUMENTED       CGS
 BH2909  HISTORY     - 1959     GOOD             CGS
 BH2909  HISTORY     - 1965     GOOD             USGS
 BH2909  HISTORY     - 1971     GOOD             MSHD
 BH2909
 BH2909                          STATION DESCRIPTION
 BH2909
 BH2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2909'STATION IS LOCATED 7.5 MILES SW OF POPLARVILLE AND ABOUT 2.0 MILES W
 BH2909'OF THE VILLAGE OF DERBY
 BH2909'AND U.S. HIGHWAY 11.  THE MARK IS SET ON THE
 BH2909'HIGHEST GROUND OF A TIMBERED HILL
 BH2909'OWNED BY THE NEW ORLEANS AND
 BH2909'MISSISSIPPI COMPANY.  IT IS 46.0 FEET NW OF A WOODS
 BH2909'ROAD AT A
 BH2909'TRIANGULAR-BLAZED OAK TREE AND 5.0 FEET SE OF A STANDARD REFERENCE
 BH2909'POST.  THE DISK IS
 BH2909'STAMPED DERBY 1943.
 BH2909'
 BH2909'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH2909'BRONZE DISKS SET
 BH2909'IN CONCRETE.
 BH2909'
 BH2909'REFERENCE MARK NO. 1 IS 85.35 FEET ESE OF THE STATION AND
 BH2909'12.0 FEET S OF THE
 BH2909'WOODS ROAD.  THE DISK IS STAMPED DERBY NO. 1
 BH2909'1943.
 BH2909'
 BH2909'REFERENCE MARK NO. 2 IS 103.34 FEET WSW OF THE STATION AND
 BH2909'20.0 FEET N OF THE
 BH2909'WOODS ROAD.  THE DISK IS STAMPED DERBY NO. 2
 BH2909'1943.
 BH2909'
 BH2909'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WSW OF THE STATION,
 BH2909'55.0 FEET N OF A
 BH2909'TRAIL ROAD AND 4.7 FEET E OF A STANDARD
 BH2909'REFERENCE POST.  THE DISK IS
 BH2909'STAMPED DERBY 1943.  TO REACH THE
 BH2909'AZIMUTH MARK FROM THE STATION, GO W ON THE
 BH2909'WOODS ROAD FOR 0.15
 BH2909'MILE TO A FORKS, TAKE THE RIGHT FORK 0.15 MILE TO THE MARK ON
 BH2909'THE RIGHT.
 BH2909'
 BH2909'TO REACH THE STATION FROM THE POST OFFICE IN POPLARVILLE, GO
 BH2909'S ON U.S. HIGHWAY
 BH2909'11 FOR 7.5 MILES TO THE DERBY CASH STORE ON THE
 BH2909'RIGHT, TURN RIGHT ON A DIRT ROAD
 BH2909'JUNCTION JUST S OF THE STORE AND
 BH2909'GO W FOR 1.05 MILES TO A FORKS, TAKE THE LEFT FORK
 BH2909'FOR 1.0 MILE
 BH2909'TO THE TOP OF A RIDGE, THEN TURN SHARP LEFT AND FOLLOW A LOGGING
 BH2909'ROAD SE AND S FOR
 BH2909'0.65 MILE TO A FORKS AT THE BASE OF THE HILL,
 BH2909'TAKE THE RIGHT FORK UPHILL FOR 0.1
 BH2909'MILE TO A Y-JUNCTION AT THE
 BH2909'TOP OF THE RIDGE, BEAR RIGHT FOR 0.1 MILE TO ANOTHER
 BH2909'FORKS, THEN
 BH2909'TAKE THE LEFT FORK FOR 0.05 MILE TO A VERY DIM FORKS, KEEP RIGHT
 BH2909'FORK FOR ABOUT 50
 BH2909'YARDS TO A TRIANGULAR-BLAZED OAK TREE AND STATION ON THE RIGHT.
 BH2909'
 BH2909'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH2909
 BH2909                          STATION RECOVERY (1959)
 BH2909
 BH2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2909'THE STATION WAS VISITED 3-19-59 AND ALL MARKS WERE FOUND IN GOOD
 BH2909'CONDITION.  THE AZIMUTH MARK
 BH2909'IS NOT VISIBLE FROM THE STATION.  THE AREA HAS BEEN CUT-OVER AND
 BH2909'RECENTLY REPLANTED IN YOUNG PINE
 BH2909'TREES.  THE DESCRIPTION HAS CHANGED DUE TO NEW ROAD CONSTRUCTED.
 BH2909'A NEW DESCRIPTION FOLLOWS-
 BH2909'
 BH2909'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF POPLARVILLE, AND
 BH2909'2 MILES WEST OF THE VILLAGE OF
 BH2909'DERBY ON U.S. HIGHWAY 11 AND THE SOUTHERN RAILROAD TRACKS, ON THE TOP
 BH2909'OF A HIGH HILL RECENTLY PLANTED IN
 BH2909'YOUNG PINE TREES AND ALL THE SCRUB OAK TREES GIRDLED
 BH2909'OR CUT DOWN.  IT IS 23 FEET SOUTHEAST OF THE CENTER
 BH2909'OF A GRADED ROAD, 59 FEET SOUTH-SOUTHWEST
 BH2909'OF A T INTERSECTION OF ROADS, 60 FEET WEST-SOUTHWEST OF THE PROJECTED
 BH2909'CENTER OF A GRADED ROAD
 BH2909'LEADING NORTH-NORTHWEST, 46 FEET NORTH-NORTHWEST OF THE CENTER OF AN
 BH2909'OLD WOODS ROAD, AND 1 FOOT SOUTH OF
 BH2909'A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS
 BH2909'A STANDARD DISK, STAMPED DERBY 1943, PROJECTING 4
 BH2909'INCHES.
 BH2909'
 BH2909'REFERENCE MARK NO. 1 IS 85.35 FEET EAST-SOUTHEAST OF THE STATION, ON
 BH2909'THE PROJECTED CENTER OF THE
 BH2909'ROAD LEADING NORTH-NORTHWEST, IN THE FORKS OF AN OLD WOODS ROAD, 11
 BH2909'FEET SOUTHEAST OF THE OLD WOODS
 BH2909'ROAD, 32 FEET NORTHWEST OF THE OLD WOODS ROAD, 54 FEET WEST
 BH2909'OF THE FORKS OF THE WOODS ROAD, AND 83 FEET
 BH2909'SOUTHEAST OF THE T INTERSECTION OF THE
 BH2909'GRADED ROAD.  IT IS A STANDARD DISK, STAMPED DERBY NO 1 1943,
 BH2909'PROJECTING 2 INCHES AND ABOUT 2
 BH2909'FEET LOWER THAN THE STATION.
 BH2909'
 BH2909'REFERENCE MARK NO. 2 IS 103.34 FEET WEST-SOUTHWEST OF THE STATION, 25
 BH2909'FEET SOUTHEAST OF THE CENTER OF THE GRADED ROAD, 31 FEET NORTHWEST
 BH2909'OF THE CENTER OF THE OLD WOODS
 BH2909'ROAD, AND ABOUT 2 FEET LOWER THAN
 BH2909'THE STATION.  IT IS A STANDARD DISK, STAMPED DERBY NO 2
 BH2909'1943, PROJECTING 2 INCHES.
 BH2909'
 BH2909'THE AZIMUTH MARK IS 0.25 MILE WEST-SOUTHWEST OF THE STATION, 50 FEET
 BH2909'NORTH-NORTHEAST OF THE CENTER OF
 BH2909'A TRACK ROAD, 13 FEET NORTHWEST OF AN 8-INCH PINE TREE, AND 1
 BH2909'FOOT NORTH-NORTHEAST OF A METAL
 BH2909'WITNESS POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK,
 BH2909'STAMPED DERBY 1943, PROJECTING 3 INCHES.
 BH2909'
 BH2909'TO REACH THE STATION FROM DERBY (WHICH IS 7.5 MILES SOUTH OF
 BH2909'POPLARVILLE ON U.S.  HIGHWAY
 BH2909'11) GO WEST ON BLACK TOP ROAD, JUST NORTH OF LAMAR GROCERY STORE AND
 BH2909'JUST SOUTH OF AN OLD ABANDONDED
 BH2909'STORE, FOR 1.05 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHWEST ON
 BH2909'GRAVELED ROAD FOR 0.9 MILE TO THE TOP
 BH2909'OF THE HILL AND A SIDE ROAD LEFT WITH A WOODEN GATE,
 BH2909'TURN LEFT, PASSING THROUGH THE GATE AND GO SOUTH FOR 0.7
 BH2909'MILE TO THE JUNCTION OF FOUR DIRT
 BH2909'ROADS, BEAR RIGHT AND GO UPHILL FOR 0.15 MILE TO THE TOP OF THE HILL
 BH2909'AND A T INTERSECTION AND THE
 BH2909'STATION ON THE LEFT.
 BH2909'
 BH2909'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST ON DIRT
 BH2909'ROAD FOR 0.15 MILE TO A
 BH2909'FORK, TAKE RIGHT FORK AND GO UPHILL AND ALONG A RIDGE FOR 0.15 MILE
 BH2909'TO THE MARK ON THE RIGHT.
 BH2909
 BH2909                          STATION RECOVERY (1965)
 BH2909
 BH2909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BH2909'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BH2909
 BH2909                          STATION RECOVERY (1971)
 BH2909
 BH2909'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2909'THE STATION WAS VISITED 5-11-71.
 BH2909'
 BH2909'THE STATION IS LOCATED 7.9 MILES SOUTHWEST OF POPLARVILLE AND 2 MILES
 BH2909'WEST SOUTHWEST OF DERBY, IN THE
 BH2909'SOUTHEAST 1/4 OF SECTION 29, T3S, R16W.  IT IS 21 FEET SOUTHEAST OF
 BH2909'THE CENTER OF A DIRT ROAD, 55 FEET
 BH2909'SOUTHWEST OF THE EXTENDED CENTER OF ANOTHER DIRT
 BH2909'ROAD, 46 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 BH2909'AND 1 FOOT SOUTH OF A METAL
 BH2909'WITNESS POST.
 BH2909'
 BH2909'IT IS A TRIANGULATION DISK, STAMPED DERBY 1943, PROJECTING 6 INCHES.
 BH2909'
 BH2909'REFERENCE MARK NO. 1 IS 85.35 FEET EAST OF THE STATION.  IT IS 81
 BH2909'FEET SOUTHEAST OF THE CENTER OF
 BH2909'A DIRT ROAD, 11 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 29 FEET
 BH2909'WEST OF THE CENTER OF ANOTHER
 BH2909'TRACK ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BH2909'IT IS A REFERENCE MARK DISK, STAMPED DERBY NO 1
 BH2909'1943, PROJECTING 2 INCHES.
 BH2909'
 BH2909'REFERENCE MARK NO. 2 IS 103.34 FEET SOUTHWEST OF THE STATION.  IT IS
 BH2909'24 FEET SOUTHEAST OF THE
 BH2909'CENTER OF A DIRT ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BH2909'IT IS A REFERENCE MARK DISK STAMPED
 BH2909'DERBY NO 2 1943, PROJECTING 1 INCH.
 BH2909'
 BH2909'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 177.00 FEET.
 BH2909'
 BH2909'THE AZIMUTH MARK IS 56.5 FEET NORTH OF THE CENTER OF A TRACK ROAD AND
 BH2909'1 FOOT NORTH OF A METAL WITNESS
 BH2909'POST. THE STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT
 BH2909'IS AN AZIMUTH MARK DISK, STAMPED
 BH2909'DERBY 1943, PROJECTING 6 INCHES.
 BH2909'
 BH2909'TO REACH THE STATION FROM THE PEARL RIVER COUNTY COURTHOUSE IN
 BH2909'POPLARVILLE GO NORTH ON STATE
 BH2909'HIGHWAY 26 FOR 1/2 BLOCK TO A TRAFFIC LIGHT.  TURN LEFT AND CONTINUE
 BH2909'WEST ON WEST NORTH STREET (STATE
 BH2909'HIGHWAY 26) FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 BH2909'11.  TURN LEFT AND CONTINUE SOUTH ON U.S.
 BH2909'HIGHWAY 11 FOR 6.4 MILES TO A CROSSROAD IN
 BH2909'THE COMMUNITY OF DERBY.  TURN RIGHT AND PASS BETWEEN TWO
 BH2909'STORES.  CONTINUE WEST ON THE OLD
 BH2909'ROAD FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST
 BH2909'ON A GRAVEL ROAD FOR 1 MILE TO A
 BH2909'SIDE ROAD LEFT.  TURN LEFT AND CONTINUE EAST AND SOUTHEAST ON A
 BH2909'GRAVEL ROAD FOR 0.75 MILE TO A
 BH2909'CROSSROAD.  TURN RIGHT AND CONTINUE WEST ON A DIRT ROAD
 BH2909'FOR 0.15 MILE TO A SIDE ROAD RIGHT AND THE
 BH2909'STATION IS ON THE LEFT.  TO REACH THE AZIMUTH
 BH2909'CONTINUE SOUTHWEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK.
 BH2909'TAKE THE RIGHT FORK AND CONTINUE
 BH2909'SOUTHWEST ON A TRACK ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BH2909'
 BH2909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.9 MILES SOUTHWEST
 BH2909'OF POPLARVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2661 ***********************************************************************
 EH2661  DESIGNATION -  DERICKSON
 EH2661  PID         -  EH2661
 EH2661  STATE/COUNTY-  MS/DE SOTO
 EH2661  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2661
 EH2661                         *CURRENT SURVEY CONTROL
 EH2661  ___________________________________________________________________
 EH2661* NAD 83(1993)-  34 53 14.14103(N)    090 09 23.74696(W)     ADJUSTED  
 EH2661* NAVD 88     -        90.90   (+/-2cm)     298.2    (feet)  VERTCON   
 EH2661  ___________________________________________________________________
 EH2661  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EH2661  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EH2661  HORZ ORDER  -  SECOND
 EH2661  VERT ORDER  -  THIRD ? (See Below)
 EH2661
 EH2661.The horizontal coordinates were established by classical geodetic methods
 EH2661.and adjusted by the National Geodetic Survey in May 1994.
 EH2661
 EH2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2661.The vertical order pertains to the NGVD 29 superseded value.
 EH2661
 EH2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2661
 EH2661.The geoid height was determined by GEOID03.
 EH2661
 EH2661;                    North         East     Units Scale Factor Converg.
 EH2661;SPC MS W     -   597,380.838   716,155.292   MT  0.99995322   +0 06 03.9
 EH2661;SPC MS W     - 1,959,906.97  2,349,586.15   sFT  0.99995322   +0 06 03.9
 EH2661;SPC AR N     -    63,031.638   568,503.161   MT  1.00000938   +1 04 21.6
 EH2661;SPC AR N     -   206,796.30  1,865,164.12   sFT  1.00000938   +1 04 21.6
 EH2661;UTM  15      - 3,864,230.683   759,857.829   MT  1.00043234   +1 37 38.0
 EH2661
 EH2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2661!SPC MS W     -   0.99999001  x   0.99995322  =   0.99994323
 EH2661!SPC AR N     -   0.99999001  x   1.00000938  =   0.99999939
 EH2661!UTM  15      -   0.99999001  x   1.00043234  =   1.00042235
 EH2661
 EH2661:                Primary Azimuth Mark                     Grid Az
 EH2661:SPC MS W     -  DERICKSON AZ MK                          066 59 18.5
 EH2661:SPC AR N     -  DERICKSON AZ MK                          066 01 00.8
 EH2661:UTM  15      -  DERICKSON AZ MK                          065 27 44.4
 EH2661
 EH2661|---------------------------------------------------------------------|
 EH2661| PID    Reference Object                     Distance      Geod. Az  |
 EH2661|                                                           dddmmss.s |
 EH2661| CY5945 DERICKSON AZ MK                                    0670522.4 |
 EH2661| CY5946 DERICKSON RM 1                      116.738 METERS 15101     |
 EH2661| CY5947 DERICKSON RM 2                      154.308 METERS 20204     |
 EH2661|---------------------------------------------------------------------|
 EH2661
 EH2661                          SUPERSEDED SURVEY CONTROL
 EH2661
 EH2661  NAD 83(1993)-  34 53 14.14342(N)    090 09 23.74911(W) AD(       ) 2
 EH2661  NAD 83(1986)-  34 53 14.15065(N)    090 09 23.74912(W) AD(       ) 2
 EH2661  NAD 27      -  34 53 13.79800(N)    090 09 23.40900(W) AD(       ) 2
 EH2661  NGVD 29 (07/19/86)   90.90   (m)          298.2    (f) LEVELING    3  
 EH2661
 EH2661.Superseded values are not recommended for survey control.
 EH2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2661.See file dsdata.txt to determine how the superseded data were derived.
 EH2661
 EH2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5985864231(NAD 83)
 EH2661_MARKER: DS = TRIANGULATION STATION DISK
 EH2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2661
 EH2661  HISTORY     - Date     Condition        Report By
 EH2661  HISTORY     - 1929     MONUMENTED       CGS
 EH2661  HISTORY     - 1935     GOOD             CGS
 EH2661  HISTORY     - 1956     GOOD             CGS
 EH2661  HISTORY     - 1966     GOOD             CGS
 EH2661
 EH2661                          STATION DESCRIPTION
 EH2661
 EH2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2661'ABOUT 3 MILES EAST AND 1-1/4 MILES SOUTH OF LAKE CORMORANT
 EH2661'(VILLAGE ON RAILROAD 1/4 MILE EAST OF U.S. ROUTE 61) AND
 EH2661'ABOUT 10 MILES SOUTH OF LAKE VIEW POST OFFICE.  TO REACH
 EH2661'FROM LAKE CORMORANT, GO EAST 2.8 MILES ON GRADED DIRT ROAD
 EH2661'TO GRAVEL ROAD LEADING SOUTH, THEN 1.2 MILES SOUTH TO GRADED
 EH2661'DIRT ROAD LEADING EAST TO HILLS AND OSCAR THOMAS HOUSE, FOLLOW
 EH2661'ROAD 0.4 MILE SOUTHEAST AROUND FOOT OF HILL TO WIRE GATE
 EH2661'ON NORTH SIDE OF ROAD, PASS THROUGH GATE AND DRIVE UP RIDGE
 EH2661'1/2 MILE BEYOND TENANT HOUSE, THROUGH TWO WIRE FENCES TO
 EH2661'STATION, WHICH IS 100 YARDS NORTH OF THE DERICKSON AND
 EH2661'THOMAS FENCE LINE, 75 YARDS EAST OF TIMBER LINE, AND ABOUT
 EH2661'50 YARDS NORTH OF HEAD OF DRAW COMING IN FROM SOUTHWEST.
 EH2661'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 EH2661'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 EH2661'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 EH2661'IS DOWN GENTLE SLOPE TO SOUTHEAST, IN ANGLE FORMED BY
 EH2661'TREE LINE AND RAVINE, ABOUT 50 FEET FROM TREES, AND 383.6
 EH2661'FEET FROM STATION.  NO.
 EH2661'2 IS ON OPEN RIDGE, 3 FEET NORTH OF THE DERICKSON AND
 EH2661'THOMAS EAST-AND-WEST FENCE LINE, AND 506.4 FEET FROM
 EH2661'STATION.
 EH2661
 EH2661                          STATION RECOVERY (1935)
 EH2661
 EH2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2661'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND
 EH2661'IN GOOD CONDITION.
 EH2661'
 EH2661'IT IS IMPOSSIBLE TO DRIVE PAST FIRST GATE DUE TO RIDGE BEING
 EH2661'UNDER CULTIVATION FOR CORN.  THERE IS NO OTHER WAY TO STATION
 EH2661'SITE, BY CAR.
 EH2661'
 EH2661'THE DIRT ROAD LEADING E OUT OF LAKE CORMORANT IS NOW NEW
 EH2661'U.S. HIGHWAY 61.  FOLLOW U.S. HIGHWAY 61 FOR 1 MILE AND
 EH2661'CONTINUE E AT PLACE WHERE HIGHWAY 61 TURNS N FOR 1.7 MILES
 EH2661'TO A ROAD LEADING S AS DESCRIBED IN ORIGINAL NOTES.
 EH2661
 EH2661                          STATION RECOVERY (1956)
 EH2661
 EH2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2661'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 EH2661'AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 EH2661'SET.  WITNESS POSTS WERE SET AT THE STATION AND AZIMUTH MARKS.
 EH2661'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS-
 EH2661'
 EH2661'THE STATION IS ABOUT 6 MILES SOUTH OF HORN LAKE, AND ABOUT
 EH2661'3-1/2 MILES EAST-SOUTHEAST OF THE VILLAGE OF LAKE CORMORANT,
 EH2661'IN THE CENTER OF THE NORTH HALF OF SECTION 28, T 2 S, R 9 W,
 EH2661'ON THE PROPERTY OF MR. AUTHOR C. RUSSELL.  THE STATION IS
 EH2661'ON THE HIGHEST GROUND OF PASTURE LAND WHICH IS ABOUT 200
 EH2661'YARDS NORTHEAST OF MR. RUSSELLS HOME.
 EH2661'
 EH2661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EH2661'310 AND 304 IN THE VILLAGE OF EUDORA, GO NORTH ON HIGHWAY
 EH2661'301 FOR 3.1 MILES TO WHERE THE HIGHWAY TURNS EAST AT A CROSSROAD
 EH2661'INTERSECTION, TURN LEFT, ON GRAVELED ROAD, AND CONTINUE
 EH2661'WESTERLY FOR 1.2 MILES TO A DRIVEWAY AND J.W. BURGESS MAIL
 EH2661'BOX ON THE RIGHT, TURN RIGHT, INTO DRIVEWAY AND CONTINUE
 EH2661'NORTH FOR 0.15 MILE TO WHERE POWER LINE CROSSES OVER ROAD,
 EH2661'LEAVE ROAD AND CONTINUE NORTHEAST ALONG THE WEST SIDE OF FENCE
 EH2661'TO A WOODEN GATE, PASS THROUGH GATE, GO NORTHEAST ON TRACK
 EH2661'ROAD, FOR 0.05 MILE TO STATION ON THE LEFT.  TO REACH THE
 EH2661'AZIMUTH MARK FROM THE STATION GO NORTHEAST, ON TRACK ROAD,
 EH2661'FOR 0.2 MILE TO FENCE LINE, TURN RIGHT, ALONG SOUTH SIDE
 EH2661'OF FENCE, GO 0.2 MILE TO THE AZIMUTH MARK.
 EH2661'
 EH2661'STATION MARK, A STANDARD DISK, STAMPED DERICKSON 1929, IS
 EH2661'SET IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 EH2661'GROUND.  IT IS 318 FEET NORTHEAST OF WOODEN GATE IN FENCE
 EH2661'CORNER, AND 186 FEET SOUTHEAST OF TIMBER LINE.
 EH2661'
 EH2661'REFERENCE MARK 1, A STANDARD DISK, STAMPED DERICKSON NO 1
 EH2661'1929, IS SET IN A SQUARE CONCRETE POST WHICH IS SET FLUSH
 EH2661'WITH THE GROUND.  IT IS ON TOP OF A RIDGE SOUTHEAST OF STATION,
 EH2661'ABOUT 50 FEET WEST OF TIMBER LINE, AND ABOUT 50 FEET NORTHEAST
 EH2661'OF A RAVINE.
 EH2661'
 EH2661'REFERENCE MARK 2, A STANDARD DISK, STAMPED DERICKSON NO 2
 EH2661'1929, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 EH2661'ABOVE GROUND.  IT IS ON TOP OF A RIDGE SOUTH-SOUTHWEST OF
 EH2661'STATION, BETWEEN TWO FENCE LINES, AND ABOUT 30 YARDS EAST OF
 EH2661'WOODEN GATE IN FENCE CORNER.
 EH2661'
 EH2661'AZIMUTH MARK, A STANDARD DISK, STAMPED DERICKSON 1929, IS SET
 EH2661'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 EH2661'IT IS ABOUT 0.4 MILE NORTHEAST OF STATION, 23 YARDS NORTHWEST
 EH2661'OF A GROUP OF 5 EVERGREEN TREES, 2 FEET EAST OF FENCE LINE,
 EH2661'AND 18 INCHES SOUTH OF A STANDARD WITNESS POST.
 EH2661
 EH2661                          STATION RECOVERY (1966)
 EH2661
 EH2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EH2661'THE STATION WAS VISITED 9/23/66 AND THE STATION MARK, AZIMUTH
 EH2661'MARK REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 EH2661'A NEW DESCRIPTION FOLLOWS-
 EH2661'
 EH2661'THE STATION IS LOCATED 6 MILES S. OF HORN LAKE, AND
 EH2661'ABOUT 3.5 MILES ESE OF THE VILLAGE OF LAKE CORMORANT, ON
 EH2661'THE HIGHEST POINT IN THE VICINITY, IN THE CENTER OF THE NORTH
 EH2661'HALF OF SEC. 28, T2S, R9W., ON PROPERTY OWNED BY A.C. RUSSEL.
 EH2661'IT IS ABOUT 100 YARDS NORTHEAST OF A CATTLE PENS, 90 FEET
 EH2661'N. OF THE CENTER OF A TRACK ROAD, 63 FEET EAST OF A TELEPHONE
 EH2661'POLE WITH A GUY WIRE AND 1.8 FEET SW OF A METAL WITNESS POST.
 EH2661'IT IS A STANDARD DISK, STAMPED DERICKSON 1929, PROJECTING
 EH2661'4 INCHES.
 EH2661'
 EH2661'REFERENCE MARK NO. 1 IS 383.00 FEET SE OF THE STATION ON THE
 EH2661'TOP OF A RIDGE LEADING SOUTHEAST FROM THE STATION, 29 FEET
 EH2661'W. OF THE TIMBER LINE 64 FEET E OF A TIMBER LINE, 122 FEET
 EH2661'S. OF A LONE OAK TREE IN THE PASTURE, 78 FEET N. OF THE IMBER
 EH2661'LINE AND I FOOT E. OF A METAL WITNESS POST.  IT IS A STANDARD
 EH2661'DISK, STAMPED DERICKSON NO 1 1929, PROJECTING 6 INCHES.
 EH2661'
 EH2661'REFERENCE MARK NO. 2 IS 506.26 FEET SSW OF THE STATION, ABOUT
 EH2661'75 YARDS SOUTHEAST OF THE OLD FOUNDATION FOR A HOUSE, 127
 EH2661'FEET SW OF THE SW CORNER OF THE OLD CORAL, 5 FEET N OF AN
 EH2661'EAST-WEST FENCE LINE,16 FEET SOUTH OF AN EAST-WEST FENCE LINE, 37
 EH2661'FEET SW OF A T FENCE CORNER, 26.5 FEET W. OF A 11-INCH GUM
 EH2661'TREE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 EH2661'STANDARD DISK, STAMPED DERICKSON NO 2 1929, PROJECTING 2
 EH2661'INCHES.
 EH2661'
 EH2661'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 75
 EH2661'FEET NE OF THE MOST NORTHERN CEDAR TREE, 43 FEET N. OF A
 EH2661'TELEPHONE POLE, AND 1.8 FE FEET S. OF A FENCE LINE AND 1.8
 EH2661'FEET SW OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 EH2661'STAMPED DERICKSON 1929, PROJECTING 6 INCHES .
 EH2661'
 EH2661'TO REACH THE STATION FROM THE COURTHOUSE IN HERNANDO, GO W
 EH2661'ON STATE HIGHWAY 304 FOR 9.35 MILE TO STATE HIGHWAY 301 IN
 EH2661'ENDORH, TURN RIGHT NORTH, AND CONTINUE ON STATE HIGHWAY 301
 EH2661'FOR 3.15 MILE TO A SIDE ROAD LEFT, WHERE STATE HIGHWAY 301
 EH2661'CURVES NE., TURN LEFT, WEST AND GO WEST ON WILSON MILL ROAD
 EH2661'FOR 1.2 MILES TO A SIDE ROAD RIGHT,TURN RIGHT AND GO 0.15
 EH2661'MILE TO A METAL GATE ON THE EAST SIDE OF THE BARN, PASS
 EH2661'THROUGH GATE AND GO NE FOR 0.25 MILE TO THE TOP OF THE HILL
 EH2661'AND THE STATION ON THE LEFT.
 EH2661'
 EH2661'TO REACH THE AZIMUTH MARK FROM THE STATION GO NE ON TRACK
 EH2661'ROAD FOR 0.25 MILE TO A FORK, TAKE LEFT FORK AND CROSS VALLEY
 EH2661'TO THE TOP OF THE HILL, ABOUT 0.25 MILE TO THE AZIMUTH MARK ON
 EH2661'THE RIGHT IN THE FENCE LINE.
 EH2661'
 EH2661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES
 EH2661'ESE OF LAKE CORMORANT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0882 ***********************************************************************
 BW0882  DESIGNATION -  DEVEREUX AZ MK 2
 BW0882  PID         -  BW0882
 BW0882  STATE/COUNTY-  MS/ADAMS
 BW0882  USGS QUAD   -  WASHINGTON (1976)
 BW0882
 BW0882                         *CURRENT SURVEY CONTROL
 BW0882  ___________________________________________________________________
 BW0882* NAD 83(1986)-  31 33 30.     (N)    091 22 20.     (W)     SCALED    
 BW0882* NAVD 88     -        57.517  (meters)     188.70   (feet)  ADJUSTED  
 BW0882  ___________________________________________________________________
 BW0882  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0882  DYNAMIC HT  -          57.448 (meters)     188.48  (feet)  COMP
 BW0882  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BW0882
 BW0882  VERT ORDER  -  SECOND    CLASS 0
 BW0882
 BW0882.The horizontal coordinates were scaled from a topographic map and have
 BW0882.an estimated accuracy of +/- 6 seconds.
 BW0882
 BW0882.The orthometric height was determined by differential leveling
 BW0882.and adjusted in February 1994.
 BW0882
 BW0882.The geoid height was determined by GEOID03.
 BW0882
 BW0882.The dynamic height is computed by dividing the NAVD 88
 BW0882.geopotential number by the normal gravity value computed on the
 BW0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0882.degrees latitude (g = 980.6199 gals.).
 BW0882
 BW0882.The modeled gravity was interpolated from observed gravity values.
 BW0882
 BW0882;                    North         East    Units  Estimated Accuracy
 BW0882;SPC MS W     -   228,650.      601,370.      MT  (+/- 180 meters Scaled)
 BW0882
 BW0882                          SUPERSEDED SURVEY CONTROL
 BW0882
 BW0882  NAVD 88 (06/15/91)   57.539  (m)          188.78   (f) UNKNOWN     2 0
 BW0882  NGVD 29 (??/??/??)   57.519  (m)          188.71   (f) ADJUSTED    2 0
 BW0882
 BW0882.Superseded values are not recommended for survey control.
 BW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0882.See file dsdata.txt to determine how the superseded data were derived.
 BW0882
 BW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ544926(NAD 83)
 BW0882_MARKER: DZ = AZIMUTH MARK DISK
 BW0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0882_STAMPING: DEVEREUX 1947 AZ 2 1967
 BW0882_MARK LOGO: CGS   
 BW0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0882+STABILITY: SURFACE MOTION
 BW0882
 BW0882  HISTORY     - Date     Condition        Report By
 BW0882  HISTORY     - 1967     MONUMENTED       CGS
 BW0882  HISTORY     - 1969     GOOD             MSHD
 BW0882
 BW0882                          STATION DESCRIPTION
 BW0882
 BW0882'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0882'1.6 MI E SE FROM NATCHEZ.
 BW0882'THE MARK IS LOCATED 1.6 MILES EAST SOUTHEAST OF NATCHEZ NEAR THE NORTH
 BW0882'RIGHT-OF-WAY OF THE BUSINESS ROUTE OF U.S. HIGHWAYS 61 AND 84 AND NEAR
 BW0882'THE SOUTHEAST CORNER OF THE PARKING LOT FOR MISSISSIPPI POWER AND
 BW0882'LIGHT CO.  0.4 MILE NORTHEAST OF THE STATION.  IT IS 51 FEET NORTH OF
 BW0882'THE NORTH LANE OF U.S. HIGHWAYS 61 AND 84 BUSINESS ROUTE, 45 FEET WEST
 BW0882'OF THE CENTER OF A BLACKTOP STREET ON THE WEST SIDE OF A PHILLIPS 66
 BW0882'STATION, 8 FEET WEST OF A 16 INCH OAK, 123 FEET SOUTHEAST OF THE
 BW0882'SOUTHEAST CORNER OF THE M.P. AND L. BUILDING, 5 FEET WEST OF A
 BW0882'RIGHT-OF-WAY MARKER, 11.5 FEET NORTHWEST OF ANOTHER RIGHT-OF-WAY
 BW0882'MARKER, 35 FEET SOUTH OF A POLE WITH A LAMP ON IT, 1 FOOT WEST OF A
 BW0882'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BW0882'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BW0882'GROUND.  NOTE-- TO REACH FROM THE TRUCK SCALES NEAR THE U.S. HIGHWAY
 BW0882'98, 84 AND 61 BYPASS AT THE EAST EDGE OF NATCHEZ GO WEST ON U.S.
 BW0882'HIGHWAY 84 AND 61 BUSINESS ROUTE FOR 0.35 MILE TO A SIDE STREET AND
 BW0882'THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0884 ***********************************************************************
 BW0884  DESIGNATION -  DEVEREUX RESET
 BW0884  PID         -  BW0884
 BW0884  STATE/COUNTY-  MS/ADAMS
 BW0884  USGS QUAD   -  NATCHEZ (1976)
 BW0884
 BW0884                         *CURRENT SURVEY CONTROL
 BW0884  ___________________________________________________________________
 BW0884* NAD 83(1993)-  31 33 24.92757(N)    091 22 39.78687(W)     ADJUSTED  
 BW0884* NAVD 88     -        64.640  (meters)     212.07   (feet)  ADJUSTED  
 BW0884  ___________________________________________________________________
 BW0884  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BW0884  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0884  DYNAMIC HT  -          64.562 (meters)     211.82  (feet)  COMP
 BW0884  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BW0884
 BW0884  HORZ ORDER  -  SECOND
 BW0884  VERT ORDER  -  SECOND    CLASS 0
 BW0884
 BW0884.The horizontal coordinates were established by classical geodetic methods
 BW0884.and adjusted by the National Geodetic Survey in May 1994.
 BW0884
 BW0884.The orthometric height was determined by differential leveling
 BW0884.and adjusted in February 1994.
 BW0884
 BW0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0884
 BW0884.The geoid height was determined by GEOID03.
 BW0884
 BW0884.The dynamic height is computed by dividing the NAVD 88
 BW0884.geopotential number by the normal gravity value computed on the
 BW0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0884.degrees latitude (g = 980.6199 gals.).
 BW0884
 BW0884.The modeled gravity was interpolated from observed gravity values.
 BW0884
 BW0884;                    North         East     Units Scale Factor Converg.
 BW0884;SPC MS W     -   228,495.207   600,843.595   MT  1.00007122   -0 32 47.8
 BW0884;SPC MS W     -   749,654.69  1,971,267.69   sFT  1.00007122   -0 32 47.8
 BW0884;SPC LA N     -   117,738.508 1,106,545.802   MT  0.99993444   +0 35 36.1
 BW0884;SPC LA N     -   386,280.42  3,630,392.35   sFT  0.99993444   +0 35 36.1
 BW0884;UTM  15      - 3,492,466.805   653,974.815   MT  0.99989241   +0 50 57.1
 BW0884
 BW0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0884!SPC MS W     -   0.99999398  x   1.00007122  =   1.00006520
 BW0884!SPC LA N     -   0.99999398  x   0.99993444  =   0.99992842
 BW0884!UTM  15      -   0.99999398  x   0.99989241  =   0.99988639
 BW0884
 BW0884:                Primary Azimuth Mark                     Grid Az
 BW0884:SPC MS W     -  NATCHEZ KRUGER MATCH CO STACK            007 19 48.9
 BW0884:SPC LA N     -  NATCHEZ KRUGER MATCH CO STACK            006 11 25.0
 BW0884:UTM  15      -  NATCHEZ KRUGER MATCH CO STACK            005 56 04.0
 BW0884
 BW0884|---------------------------------------------------------------------|
 BW0884| PID    Reference Object                     Distance      Geod. Az  |
 BW0884|                                                           dddmmss.s |
 BW0884| BW2416 NATCHEZ KRUGER MATCH CO STACK       APPROX. 0.7 KM 0064701.1 |
 BW0884| CY4250 DEVEREUX AZ MK 2                                   0720207.9 |
 BW0884| BW0883 DEVEREUX RM 1                        34.235 METERS 07213     |
 BW0884| CY4249 DEVEREUX AZ MK                                     0740249.7 |
 BW0884| BW2415 NATCHEZ WMIS RADIO MAST             159.841 METERS 12358     |
 BW0884| BW0885 DEVEREUX RM 3                        21.758 METERS 25212     |
 BW0884| BW2411 NATCHEZ ST MARYS CATH SPIRE         APPROX. 2.3 KM 2750005.0 |
 BW0884| BW2413 NATCHEZ MUNICIPAL TANK              APPROX. 2.1 KM 2872525.5 |
 BW0884| CY4251 DEVEREUX RM 2                        26.454 METERS 33401     |
 BW0884|---------------------------------------------------------------------|
 BW0884
 BW0884                          SUPERSEDED SURVEY CONTROL
 BW0884
 BW0884  NAD 83(1986)-  31 33 24.94197(N)    091 22 39.78253(W) AD(       ) 2
 BW0884  NAD 27      -  31 33 24.34300(N)    091 22 39.37200(W) AD(       ) 2
 BW0884  NAVD 88 (06/15/91)   64.662  (m)          212.15   (f) UNKNOWN     2 0
 BW0884  NGVD 29 (??/??/??)   64.642  (m)          212.08   (f) ADJUSTED    2 0
 BW0884
 BW0884.Superseded values are not recommended for survey control.
 BW0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0884.See file dsdata.txt to determine how the superseded data were derived.
 BW0884
 BW0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ5397592467(NAD 83)
 BW0884_MARKER: DS = TRIANGULATION STATION DISK
 BW0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0884_STAMPING: DEVEREUX 1947 1967
 BW0884_MARK LOGO: CGS   
 BW0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0884+STABILITY: SURFACE MOTION
 BW0884
 BW0884  HISTORY     - Date     Condition        Report By
 BW0884  HISTORY     - 1947     MONUMENTED       CGS
 BW0884  HISTORY     - 1956     GOOD             CGS
 BW0884  HISTORY     - 1967     SEE DESCRIPTION  CGS
 BW0884  HISTORY     - 1969     GOOD             MSHD
 BW0884  HISTORY     - 1969     GOOD             MSHD
 BW0884
 BW0884                          STATION DESCRIPTION
 BW0884
 BW0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW0884'THE STATION IS LOCATED 4.8 MILES WEST-SOUTHWEST OF THE JUNCTION
 BW0884'OF U.S. HIGHWAYS 84 AND 61 IN THE SMALL SETTLEMENT OF WASHINGTON
 BW0884'AND 2 MILES EAST OF THE BUSINESS DISTRICT OF NATCHEZ.  IT IS
 BW0884'ABOUT 100 YARDS NORTH OF THE OLD HISTORICAL DEVEREUX MANSION,
 BW0884'41 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAYS 84 AND 61, AND
 BW0884'8 FEET NORTH OF THE DEVEREUX PROPERTY LINE FENCE AND WITNESS
 BW0884'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BW0884'DEVEREUX 1947.
 BW0884'
 BW0884'REFERENCE MARK NO. 1 IS 112.32 FEET EAST-NORTHEAST OF THE STATION,
 BW0884'33 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAYS 84 AND 61, AND
 BW0884'16-1/2 FEET NORTH OF THE DEVEREUX PROPERTY LINE FENCE.  THE
 BW0884'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DEVEREUX NO 1 1947.
 BW0884'
 BW0884'REFERENCE MARK NO. 2 IS 86.79 FEET NORTHWEST OF THE STATION AND 41
 BW0884'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS 84 AND 61.  THE
 BW0884'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DEVEREUX NO 2 1947.
 BW0884'
 BW0884'THE AZIMUTH MARK IS 0.35 MILE EAST-NORTHEAST OF THE STATION AND
 BW0884'DIRECTLY ACROSS THE HIGHWAY FROM THE HOUSTON OIL FIELD MATERIAL
 BW0884'CO. INC. BUILDING.  IT IS 36 FEET NORTH OF THE CENTER LINE OF
 BW0884'U.S. HIGHWAYS 84 AND 61, AND 3 FEET SOUTH OF A WITNESS POST.
 BW0884'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DEVEREUX 1947.
 BW0884'
 BW0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BW0884'84 AND 61 IN THE SMALL SETTLEMENT OF WASHINGTON, GO WEST-SOUTHWEST
 BW0884'ON U.S. HIGHWAYS 84 AND 61 FOR 4.45 MILES TO THE AZIMUTH MARK ON
 BW0884'THE RIGHT.  CONTINUE ON IN A WESTERLY DIRECTION FOR 0.35 MILE
 BW0884'TO THE STATION ON THE LEFT.
 BW0884'
 BW0884'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW0884
 BW0884                          STATION RECOVERY (1956)
 BW0884
 BW0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW0884'THE STATION WAS VISITED 6-13-56 AND THE STATION, AZIMUTH MARK
 BW0884'AND REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE
 BW0884'MARK NO. 2 WAS FOUND DISTURBED AND LEANING THE SOUTH AND UNDER
 BW0884'THE GROUND ABOUT 2 INCHES.  THE MARK WAS LEFT AS FOUND.  REFERENCE
 BW0884'MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 BW0884'FOLLOWS--
 BW0884'
 BW0884'THE STATION IS LOCATED ABOUT 1.2 MILES EAST OF THE BUSINESS
 BW0884'DISTRICT OF NATCHEZ AND 5 MILES WEST OF THE VILLAGE OF WASHINGTON,
 BW0884'ABOUT 100 YARDS NORTH OF THE ANTE BELLUM DEVEREUX MANSION ON
 BW0884'THE RIGHT-OF-WAY OF U.S. HIGHWAY 61 AND 84.  IT IS 41 FEET SOUTH
 BW0884'OF THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST OF A 3-1/2 FOOT
 BW0884'OAK TREE, 19 FEET NORTHWEST OF A 10-INCH CEDAR TREE AND 12
 BW0884'FEET SOUTH OF THE EDGE OF THE ROAD BANK.  IT IS A STANDARD
 BW0884'DISK, STAMPED DEVEREUX 1947, PROJECTING 4 INCHES.
 BW0884'
 BW0884'REFERENCE MARK NO. 1 IS 112.32 FEET EAST-NORTHEAST OF THE STATION,
 BW0884'33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH
 BW0884'OF THE EDGE OF THE ROAD BANK AND 5 FEET NORTHEAST OF AN 8-INCH
 BW0884'MAGNOLIA TREE.  IT IS A STANDARD DISK, STAMPED DEVEREUX NO 1 1947,
 BW0884'PROJECTING 2 INCHES.
 BW0884'
 BW0884'REFERENCE MARK NO. 3 IS 71.38 FEET WEST-SOUTHWEST OF THE STATION,
 BW0884'46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET
 BW0884'SOUTHWEST OF THE 3-1/2 FOOT OAK TREE, AND 74 FEET EAST OF THE
 BW0884'WEST DRIVEWAY TO THE DEVEREUX MANSION.  IT IS A STANDARD DISK,
 BW0884'STAMPED DEVEREUX NO 3 1947, PROJECTING 6 INCHES.
 BW0884'
 BW0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61
 BW0884'AND 84 IN WASHINGTON, GO WEST ON U.S. HIGHWAYS 61 AND 84 FOR 5.0
 BW0884'MILES TO THE MARK ON THE LEFT.  THIS IS 0.6 MILE WEST OF WHERE
 BW0884'U.S. HIGHWAY 61 AND 84 BYPASS TURNS LEFT, SOUTHWEST.
 BW0884'
 BW0884'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 BW0884'HIGHWAY 61 AND 84 FOR 0.35 MILE TO THE MARK ON THE LEFT, NORTH
 BW0884'SIDE OF THE ROAD.
 BW0884
 BW0884                          STATION RECOVERY (1967)
 BW0884
 BW0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BW0884'THE STATION WAS FOUND WITH THE DISK OF THE SURFACE MARK LOOSE
 BW0884'IN MONUMENT.  A NEW DISK WAS CEMENTED IN TOP OF MONUMENT FROM
 BW0884'THE MEASUREMENT OF THE REFERENCE MARKS.  THE AZIMUTH MARK WAS
 BW0884'RESET AT THIS DATE DUE TO ROAD CONSTRUCTION.  R.M. NO. 1 AND
 BW0884'R.M. NO. 3 WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 BW0884'FOLLOWS--
 BW0884'
 BW0884'THE STATION IS LOCATED ABOUT 1.2 MILES EAST OF THE BUSINESS
 BW0884'DISTRICT OF NATCHEZ AND 5 MILES EAST OF WASHINGTON, ABOUT 100
 BW0884'YARDS NORTH OF THE ANTE BELLUM DEVEREUX MANSION ON THE
 BW0884'RIGHT-OF-WAY OF U.S. HIGHWAY 61 BYPASS, 41 FT. SOUTH OF THE
 BW0884'CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 58 FT. EAST OF
 BW0884'A 40-INCH OAK TREE, 12 FT. SOUTH OF THE EDGE OF THE BANK, 19 FT.
 BW0884'NORTHWEST OF A 10-INCH CEDAR TREE, 1 FOOT EAST OF A METAL
 BW0884'WITNESS POST.  IT IS A STANDARD TRIANGULATION DISK STAMPED
 BW0884'DEVEREUX 1947, PROJECTING 4 INCHES.
 BW0884'
 BW0884'REFERENCE MARK NO. 1 IS 112.32 FT. EAST-NORTHEAST OF STATION,
 BW0884'4 FT. SOUTH OF EDGE OF ROAD BANK, 5 FT. NORTHEAST OF AN 8-INCH
 BW0884'MAGNOLIA TREE, 33 FT. SOUTH OF THE CENTER LINE OF EAST BOUND
 BW0884'LANE OF U.S. HIGHWAY 61 BYPASS, 20 FT. NORTHEAST OF O-CONCRETE
 BW0884'RIGHT OF WAY MARKER.  IT IS A STANDARD REFERENCE MARK DISK
 BW0884'STAMPED DEVEREUX NO. 1 1947 FLUSH WITH GROUND.
 BW0884'
 BW0884'REFERENCE MARK NO. 3 IS 71.38 FT. WEST-SOUTHWEST OF STATION
 BW0884'AND IN LINE WITH STATION AND R.M. NO. 1, 46 FT. SOUTH OF THE
 BW0884'CENTER LINE OF HIGHWAY, 16 FT. SOUTHWEST OF A 40-INCH OAK TREE, 74
 BW0884'FEET EAST OF DRIVEWAY TO THE DEVEREUX MANSION.  IT IS A STANDARD
 BW0884'DISK STAMPED DEVEREUX NO. 3 1947, PROJECTS 6 INCHES.
 BW0884'
 BW0884'THE AZIMUTH MARK IS 0.3 MILE EAST-NORTHEAST OF STATION IN SE
 BW0884'CORNER OF PARKING LOT OF THE MISSISSIPPI POWER AND LIGHT CO.,
 BW0884'50 FT. NORTH OF THE CENTER LINE OF NORTH BOUND LANE OF U.S.
 BW0884'HIGHWAY 61 BYPASS, 42 FT. WEST OF THE CENTER LINE OF SOUTHWEST
 BW0884'ENTRANCE O THE MAGNOLIA MALL SHOPPING CENTER, 1 FOOT WEST OF
 BW0884'METAL WITNESS POST, 1 FOOT EAST OF CURB OF PARKING LOT, 130 FT.
 BW0884'EAST OF SE CORNER OF MISSISSIPPI POWER AND LIGHT CO. BUILDING
 BW0884'AND 18 FT.  SOUTH OF PROJECTED PLANE OF SOUTH SIDE OF BUILDING.
 BW0884'IT IS A STANDARD AZIMUTH MARK DISK STAMPED DEVEREUX 1947 AZ
 BW0884'2 1967.
 BW0884'
 BW0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 84
 BW0884'AT WASHINGTON, GO WEST ON JOINT HIGHWAYS FOR 5.0 MILES.
 BW0884'
 BW0884'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35
 BW0884'MILES TO THE MARK ON THE LEFT.
 BW0884'
 BW0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW0884'EAST
 BW0884
 BW0884                          STATION RECOVERY (1969)
 BW0884
 BW0884'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW0884'THE STATION WAS VISITED 1-14-69 AND THE STATION MARK, REFERENCE
 BW0884'MARK NO. 1, NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW0884'CONDITION.
 BW0884'
 BW0884'THE STATION IS LOCATED 1.2 MILES EAST SOUTHEAST OF THE APPROXIMATE
 BW0884'CENTER OF NATCHEZ ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAYS
 BW0884'61 AND 84 BUSINESS ROUTE ABOUT 100 YARDS NORTH OF THE ANTEBELLUM
 BW0884'DEVEREUX MANSION.  IT IS 41 FEET SOUTH OF THE CENTER OF THE SOUTH
 BW0884'LANE OF U.S. HIGHWAY 84 AND 61 BUSINESS ROUTE, 58 FEET EAST OF A
 BW0884'48 INCH OAK, 19 FEET NORTHWEST OF A 12 INCH CEDAR, 53 FEET
 BW0884'NORTHWEST OF AN 18 INCH MAGNOLIA, 11 FEET SOUTH OF THE EDGE OF
 BW0884'A BANK, 85 FEET SOUTHEAST OF A METAL LAMP POLE AND 1.5 FEET
 BW0884'SOUTHEAST OF A METAL WITNESS POST.  (NOTE) THE AZIMUTH IS
 BW0884'VISIBLE FROM THE STATION.
 BW0884'
 BW0884'IT IS A STANDARD TRIANGULATION DISK, STAMPED DEVEREUX 1947 1967
 BW0884'PROJECTING 6 INCHES.
 BW0884'
 BW0884'REFERENCE MARK NO. 1 IS 112.32 FEET EAST NORTHEAST OF THE STATION.
 BW0884'IT IS 35 FEET SOUTH OF THE SOUTH LANE OF U.S. HIGHWAYS 84 AND 61
 BW0884'BUSINESS ROUTE, 21.5 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER,
 BW0884'97 FEET SOUTHWEST OF A METAL LAMP POLE, 105 FEET NORTHWEST OF
 BW0884'A 48 INCH OAK AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS
 BW0884'A STANDARD DISK, STAMPED DEVEREUX NO 1 1947 PROJECTING 2 INCHES.
 BW0884'
 BW0884'REFERENCE MARK NO. 3 IS 71.38 FEET WEST SOUTHWEST OF THE STATION.
 BW0884'IT IS 47 FEET SOUTH OF THE SOUTH LANE OF U.S. HIGHWAYS 84 AND 61
 BW0884'BUSINESS ROUTE, 71 FEET EAST OF THE CENTER OF A DRIVEWAY, 16 FEET
 BW0884'SOUTHWEST OF A 48 INCH OAK, 31 FEET NORTH OF A 20 INCH MAGNOLIA, 9
 BW0884'FEET NORTHWEST OF A 5 INCH CEDAR AND 1.5 FEET SOUTH OF A METAL
 BW0884'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 BW0884'DEVEREUX NO 3 1947 PROJECTING 8 INCHES.
 BW0884'
 BW0884'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 183.70
 BW0884'FEET.
 BW0884'
 BW0884'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION.  IT IS
 BW0884'51 FEET NORTH OF THE NORTH LANE OF U.S. HIGHWAY 84 AND 61
 BW0884'BUSINESS ROUTE, 45 FEET WEST OF THE CENTER OF A BLACKTOP STREET
 BW0884'ON THE WEST SIDE OF A PHILLIPS 66 STATION, 8 FEET WEST OF A
 BW0884'16 INCH OAK, 123 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BW0884'M.P. AND L. BUILDING, 5 FEET WEST OF A RIGHT-OF-WAY MARKER,
 BW0884'11.5 FEET NORTHWEST OF ANOTHER RIGHT-OF-WAY MARKER, 35 FEET
 BW0884'SOUTH OF A POLE WITH A LAMP ON IT AND 1 FOOT WEST OF A METAL
 BW0884'WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED
 BW0884'DEVEREUX 1947 AZ 2 FLUSH WITH THE GROUND.
 BW0884'
 BW0884'TO REACH THE STATION FROM THE TRUCK SCALES NEAR THE U.S. HIGHWAY
 BW0884'61, 84 AND 98 BYPASS AT THE EAST EDGE OF NATCHEZ GO WEST ON
 BW0884'U.S. HIGHWAYS 61 AND 84 BUSINESS ROUTE FOR 0.35 MILE TO THE
 BW0884'AZIMUTH ON THE RIGHT NEAR THE SOUTHEAST CORNER OF THE PARKING
 BW0884'LOT FOR THE MISSISSIPPI POWER AND LIGHT COMPANY.  TO REACH
 BW0884'THE STATION CONTINUE WEST ON U.S. HIGHWAYS 61 AND 84 FOR 0.4
 BW0884'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BW0884'
 BW0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 BW0884'EAST SOUTHEAST OF NATCHEZ
 BW0884
 BW0884                          STATION RECOVERY (1969)
 BW0884
 BW0884'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0884'1.2 MI E SE FROM NATCHEZ.
 BW0884'THE MARK IS LOCATED 1.2 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 BW0884'OF NATCHEZ ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAYS 84 AND 61
 BW0884'BUSINESS ROUTE ABOUT 100 YARDS NORTH OF THE ANTEBELLUM DEVEREUX
 BW0884'MANSION.  IT IS 41 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S.
 BW0884'HIGHWAYS 84 AND 61 BUSINESS ROUTE, 58 FEET EAST OF A 48 INCH OAK, 19
 BW0884'FEET NORTHWEST OF A 12 INCH CEDAR, 53 FEET NORTHWEST OF AN 18 INCH
 BW0884'MAGNOLIA, 11 FEET SOUTH OF THE EDGE OF A BANK, 85 FEET SOUTHEAST OF A
 BW0884'METAL POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP
 BW0884'OF AN 11 INCH SQUARE CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE
 BW0884'HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE TRUCK SCALES
 BW0884'NEAR THE U.S. HIGHWAY 61, 98 AND 84 BYPASS AT THE EAST EDGE OF NATCHEZ
 BW0884'GO WEST ON U.S. HIGHWAYS 61 AND 84 BUSINESS ROUTE FOR 0.75 MILE TO A
 BW0884'DRIVEWAY LEADING TO AN ANTEBELLUM MANSION AND THE MARK ON THE LEFT AS
 BW0884'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0883 ***********************************************************************
 BW0883  DESIGNATION -  DEVEREUX RM 1
 BW0883  PID         -  BW0883
 BW0883  STATE/COUNTY-  MS/ADAMS
 BW0883  USGS QUAD   -  NATCHEZ (1976)
 BW0883
 BW0883                         *CURRENT SURVEY CONTROL
 BW0883  ___________________________________________________________________
 BW0883* NAD 83(1986)-  31 33 25.     (N)    091 22 39.     (W)     SCALED    
 BW0883* NAVD 88     -        64.496  (meters)     211.60   (feet)  ADJUSTED  
 BW0883  ___________________________________________________________________
 BW0883  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0883  DYNAMIC HT  -          64.419 (meters)     211.35  (feet)  COMP
 BW0883  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BW0883
 BW0883  VERT ORDER  -  SECOND    CLASS 0
 BW0883
 BW0883.The horizontal coordinates were scaled from a topographic map and have
 BW0883.an estimated accuracy of +/- 6 seconds.
 BW0883
 BW0883.The orthometric height was determined by differential leveling
 BW0883.and adjusted in February 1994.
 BW0883
 BW0883.The geoid height was determined by GEOID03.
 BW0883
 BW0883.The dynamic height is computed by dividing the NAVD 88
 BW0883.geopotential number by the normal gravity value computed on the
 BW0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0883.degrees latitude (g = 980.6199 gals.).
 BW0883
 BW0883.The modeled gravity was interpolated from observed gravity values.
 BW0883
 BW0883;                    North         East    Units  Estimated Accuracy
 BW0883;SPC MS W     -   228,500.      600,860.      MT  (+/- 180 meters Scaled)
 BW0883
 BW0883                          SUPERSEDED SURVEY CONTROL
 BW0883
 BW0883  NAVD 88 (06/15/91)   64.518  (m)          211.67   (f) UNKNOWN     2 0
 BW0883  NGVD 29 (??/??/??)   64.498  (m)          211.61   (f) ADJUSTED    2 0
 BW0883
 BW0883.Superseded values are not recommended for survey control.
 BW0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0883.See file dsdata.txt to determine how the superseded data were derived.
 BW0883
 BW0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ539924(NAD 83)
 BW0883_MARKER: DR = REFERENCE MARK DISK
 BW0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0883_STAMPING: DEVEREUX NO 1 1947
 BW0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0883+STABILITY: SURFACE MOTION
 BW0883
 BW0883  HISTORY     - Date     Condition        Report By
 BW0883  HISTORY     - 1947     MONUMENTED       CGS
 BW0883  HISTORY     - 1969     GOOD             MSHD
 BW0883
 BW0883                          STATION DESCRIPTION
 BW0883
 BW0883'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0883'1.2 MI E NE FROM NATCHEZ.
 BW0883'THE MARK IS LOCATED 1.2 MILES EAST SOUTHEAST OF THE APPROXIMATE CENTER
 BW0883'OF NATCHEZ ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 61 AND 84
 BW0883'BUSINESS ROUTE ABOUT 100 YARDS NORTH OF THE ANTEBELLUM DEVEREUX
 BW0883'MANSION.  IT IS 112.32 FEET EAST NORTHEAST OF THE STATION, 35 FEET
 BW0883'SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S. HIGHWAYS 61 AND 84
 BW0883'BUSINESS ROUTE, 21.5 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER, 97 FEET
 BW0883'SOUTHWEST OF A METAL LAMP POLE 105 FEET NORTHWEST OF A 48 INCH OAK, 1
 BW0883'FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF AN 11 INCH
 BW0883'SQUARE CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BW0883'PROJECTS 2 INCHES.  NOTE-- TO REACH FROM THE TRUCK SCALES NEAR THE
 BW0883'U.S. HIGHWAYS 61, 84 AND 98 BYPASS AT THE EAST EDGE OF NATCHEZ GO EAST
 BW0883'ON U.S. HIGHWAYS 61 AND 84 BUSINESS ROUTE FOR 0.75 MILE TO THE MARK ON
 BW0883'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0885 ***********************************************************************
 BW0885  DESIGNATION -  DEVEREUX RM 3
 BW0885  PID         -  BW0885
 BW0885  STATE/COUNTY-  MS/ADAMS
 BW0885  USGS QUAD   -  NATCHEZ (1976)
 BW0885
 BW0885                         *CURRENT SURVEY CONTROL
 BW0885  ___________________________________________________________________
 BW0885* NAD 83(1986)-  31 33 25.     (N)    091 22 39.     (W)     SCALED    
 BW0885* NAVD 88     -        64.158  (meters)     210.49   (feet)  ADJUSTED  
 BW0885  ___________________________________________________________________
 BW0885  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BW0885  DYNAMIC HT  -          64.080 (meters)     210.24  (feet)  COMP
 BW0885  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BW0885
 BW0885  VERT ORDER  -  SECOND    CLASS 0
 BW0885
 BW0885.The horizontal coordinates were scaled from a topographic map and have
 BW0885.an estimated accuracy of +/- 6 seconds.
 BW0885
 BW0885.The orthometric height was determined by differential leveling
 BW0885.and adjusted in February 1994.
 BW0885
 BW0885.The geoid height was determined by GEOID03.
 BW0885
 BW0885.The dynamic height is computed by dividing the NAVD 88
 BW0885.geopotential number by the normal gravity value computed on the
 BW0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0885.degrees latitude (g = 980.6199 gals.).
 BW0885
 BW0885.The modeled gravity was interpolated from observed gravity values.
 BW0885
 BW0885;                    North         East    Units  Estimated Accuracy
 BW0885;SPC MS W     -   228,500.      600,860.      MT  (+/- 180 meters Scaled)
 BW0885
 BW0885                          SUPERSEDED SURVEY CONTROL
 BW0885
 BW0885  NAVD 88 (06/15/91)   64.180  (m)          210.56   (f) UNKNOWN     2 0
 BW0885  NGVD 29 (??/??/??)   64.160  (m)          210.50   (f) ADJUSTED    2 0
 BW0885
 BW0885.Superseded values are not recommended for survey control.
 BW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0885.See file dsdata.txt to determine how the superseded data were derived.
 BW0885
 BW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ539924(NAD 83)
 BW0885_MARKER: DR = REFERENCE MARK DISK
 BW0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0885_STAMPING: DEVEREUX NO 3 1947
 BW0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0885+STABILITY: SURFACE MOTION
 BW0885
 BW0885  HISTORY     - Date     Condition        Report By
 BW0885  HISTORY     - 1956     MONUMENTED       CGS
 BW0885  HISTORY     - 1969     GOOD             MSHD
 BW0885  HISTORY     - 20080405 GOOD             MSSU
 BW0885
 BW0885                          STATION DESCRIPTION
 BW0885
 BW0885'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0885'1.2 MI E SE FROM NATCHEZ.
 BW0885'THE MARK IS LOCATED 1.2 MILES EAST SOUTHEAST OF NATCHEZ ON THE SOUTH
 BW0885'RIGHT-OF-WAY OF BUSINESS ROUTE FOR U.S. HIGHWAYS 61 AND 84 ABOUT 100
 BW0885'YARDS NORTH OF THE ANTEBELLUM DEVEREUX MANSION.  IT IS 71.38 FEET WEST
 BW0885'SOUTHWEST OF THE STATION, 47 FEET SOUTH OF THE CENTER OF THE SOUTH
 BW0885'LANE OF U.S. HIGHWAYS 84 AND 61 BUSINESS ROUTE, 71 FEET EAST OF THE
 BW0885'CENTER OF A DRIVEWAY, 16 FEET SOUTHWEST OF A 48 INCH OAK, 31 FEET
 BW0885'NORTH OF A 20 INCH MAGNOLIA, 9 FEET NORTHWEST OF A 5 INCH CEDAR, 1.5
 BW0885'FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 BW0885'CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 BW0885'8 INCHES.  NOTE-- TO REACH FROM THE TRUCK SCALES NEAR THE U.S. HIGHWAY
 BW0885'61, 84 AND 98 BYPASS AT THE EAST EDGE OF NATCHEZ GO WEST ON U.S.
 BW0885'HIGHWAY 61, AND 84 BUSINESS ROUTE FOR 0.75 MILE TO A DRIVEWAY LEADING
 BW0885'TO AN ANTEBELLUM MANSION AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0885
 BW0885                          STATION RECOVERY (2008)
 BW0885
 BW0885'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (WLH)
 BW0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1256 ***********************************************************************
 CO1256  DESIGNATION -  DEVOE
 CO1256  PID         -  CO1256
 CO1256  STATE/COUNTY-  MS/CLARKE
 CO1256  USGS QUAD   -  SABLE (1983)
 CO1256
 CO1256                         *CURRENT SURVEY CONTROL
 CO1256  ___________________________________________________________________
 CO1256* NAD 83(1993)-  32 12 20.60695(N)    088 39 39.93976(W)     ADJUSTED  
 CO1256* NAVD 88     -       168.6    (meters)     553.     (feet)  VERTCON   
 CO1256  ___________________________________________________________________
 CO1256  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CO1256  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CO1256  HORZ ORDER  -  SECOND
 CO1256
 CO1256.The horizontal coordinates were established by classical geodetic methods
 CO1256.and adjusted by the National Geodetic Survey in May 1994.
 CO1256
 CO1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1256
 CO1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1256
 CO1256.The geoid height was determined by GEOID03.
 CO1256
 CO1256;                    North         East     Units Scale Factor Converg.
 CO1256;SPC MS E     -   299,973.633   316,238.154   MT  0.99995325   +0 05 30.5
 CO1256;SPC MS E     -   984,163.49  1,037,524.68   sFT  0.99995325   +0 05 30.5
 CO1256;UTM  16      - 3,564,448.755   343,442.549   MT  0.99990227   -0 53 07.7
 CO1256
 CO1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1256!SPC MS E     -   0.99997786  x   0.99995325  =   0.99993112
 CO1256!UTM  16      -   0.99997786  x   0.99990227  =   0.99988014
 CO1256
 CO1256|---------------------------------------------------------------------|
 CO1256| PID    Reference Object                     Distance      Geod. Az  |
 CO1256|                                                           dddmmss.s |
 CO1256| CO1625 DEVOE RM 1                           21.604 METERS 19427     |
 CO1256| CO1626 DEVOE RM 2                           31.437 METERS 29939     |
 CO1256| CO1627 DEVOE AZ MK                                        3300709.6 |
 CO1256|---------------------------------------------------------------------|
 CO1256
 CO1256                          SUPERSEDED SURVEY CONTROL
 CO1256
 CO1256  NAD 83(1993)-  32 12 20.61617(N)    088 39 39.94054(W) AD(       ) 2
 CO1256  NAD 83(1986)-  32 12 20.61986(N)    088 39 39.94203(W) AD(       ) 2
 CO1256  NAD 27      -  32 12 20.09468(N)    088 39 39.78826(W) AD(       ) 2
 CO1256  NGVD 29 (07/19/86)  168.6    (m)          553.     (f) VERT ANG    3  
 CO1256
 CO1256.Superseded values are not recommended for survey control.
 CO1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1256.See file dsdata.txt to determine how the superseded data were derived.
 CO1256
 CO1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4344364449(NAD 83)
 CO1256_MARKER: DS = TRIANGULATION STATION DISK
 CO1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1256_SP_SET: CONCRETE POST
 CO1256_STAMPING: DEVOE 1956
 CO1256_MARK LOGO: CGS   
 CO1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1256+STABILITY: SURFACE MOTION
 CO1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1256+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 CO1256
 CO1256  HISTORY     - Date     Condition        Report By
 CO1256  HISTORY     - 1956     MONUMENTED       CGS
 CO1256  HISTORY     - 1956     GOOD             CGS
 CO1256  HISTORY     - 1961     GOOD             MSHD
 CO1256  HISTORY     - 1964     GOOD             MSHD
 CO1256  HISTORY     - 19900628 GOOD             MSHD
 CO1256
 CO1256                          STATION DESCRIPTION
 CO1256
 CO1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1256'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTH NORTHEAST OF
 CO1256'QUITMAN, 11 MILES SOUTH-SOUTHEAST OF MERIDIAN AND 1-1/2 MILES EAST
 CO1256'OF U.S. HIGHWAY 45.  IT IS ON PROPERTY OWNED BY DR. W.W. IRBY.
 CO1256'IT IS 89 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD FRAME
 CO1256'HOUSE, 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND
 CO1256'9 FEET WEST OF A WHITE WITNESS POST AND A FENCE LINE.  THE MARK
 CO1256'IS UNDERGROUND ABOUT 14 INCHES AND THE DISK IS STAMPED DEVOE
 CO1256'1956.
 CO1256'
 CO1256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80, 45 AND
 CO1256'11 AT THE SOUTH EDGE OF MERIDIAN, GO SOUTH OF HIGHWAY 45 FOR 8.0
 CO1256'MILES TO A PAVED SIDE ROAD LEFT, THIS IS ABOUT 0.15 MILE NORTH OF
 CO1256'A LARGE BRICK CHURCH AND A CEMETERY.  TURN LEFT AND GO SOUTHEAST
 CO1256'ON PAVED ROAD FOR 1.45 MILES TO A FORK.  TAKE LEFT FORK FOR 0.05
 CO1256'MILE TO A CROSSROAD AND END OF PAVEMENT.  CONTINUE STRAIGHT
 CO1256'AHEAD AND GO SOUTHEAST ON GRADED ROAD FOR 1.7 MILES TO A FORK,
 CO1256'JUST BEFORE REACHING A SMALL CEMETERY ON THE LEFT.  TAKE
 CO1256'LEFT FORK AND GO EAST ON GRADED ROAD FOR 0.1 MILE TO THE AZIMUTH
 CO1256'MARK ON THE LEFT.  CONTINUE EAST ON GRADED ROAD FOR 0.15 MILE
 CO1256'TO A HOUSE AND DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 CO1256'FOR ABOUT 150 FEET TO AN OLD HOUSE AND THE STATION AS DESCRIBED.
 CO1256'
 CO1256'REFERENCE MARK 1 IS 34 FEET SOUTHEAST OF A 14 INCH PECAN TREE, 26
 CO1256'FEET WEST OF THE SOUTHWEST CORNER OF THE BARN AND 1 FOOT NORTH OF
 CO1256'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DEVOE NO
 CO1256'1 1956.
 CO1256'
 CO1256'REFERENCE MARK 2 IS 69 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CO1256'BARN, 40 FEET EAST OF A 20 INCH WHITE OAK TREE AND 2 FEET
 CO1256'NORTHWEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 CO1256'IS STAMPED DEVOE NO 2 1956.
 CO1256'
 CO1256'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF THE GRADED
 CO1256'ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 CO1256'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CO1256'DEVOE 1956.
 CO1256'
 CO1256'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1256
 CO1256                          STATION RECOVERY (1956)
 CO1256
 CO1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1256'RECOVERED IN GOOD CONDITION.
 CO1256
 CO1256                          STATION RECOVERY (1961)
 CO1256
 CO1256'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1256'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 CO1256'
 CO1256'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AND
 CO1256'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 CO1256'ADEQUATE.
 CO1256
 CO1256                          STATION RECOVERY (1964)
 CO1256
 CO1256'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1256'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN
 CO1256'GOOD CONDITION.
 CO1256'
 CO1256'THE DESCRIPTION IS ADEQUATE.
 CO1256'
 CO1256'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND
 CO1256'1.0 FOOT SOUTHWEST OF THE AZIMUTH MARK.
 CO1256
 CO1256                          STATION RECOVERY (1990)
 CO1256
 CO1256'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1256'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHEAST OF
 CO1256'MERIDIAN, 11.0 MI (17.7 KM) NORTH-NORTHEAST OF QUITMAN, 1.5 MI
 CO1256'(2.4 KM) SOUTH OF THE CLARKE-LAUDERDALE COUNTY LINE AND IS IN SECTION
 CO1256'9, T 4N, R 16E.
 CO1256'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS 4.0 MI (6.4 KM) SOUTH OF
 CO1256'MERIDIAN, GO SOUTH ON OLD U.S. HIGHWAY 45 FOR 5.6 MI (9.0 KM) TO A
 CO1256'SIDE ROAD LEFT JUST BEFORE REACHING THE COUNTY LINE, TURN LEFT AND GO
 CO1256'EAST ON LUTHER WALKER ROAD FOR 1.2 MI (1.9 KM) TO A CROSSROAD JUST
 CO1256'BEFORE REACHING A FORK,TURN RIGHT AND GO SOUTHEAST ON ANDERSON ROAD
 CO1256'FOR 1.7 MI (2.7 KM) TO A SIDE ROAD RIGHT JUST BEFORE REACHING A
 CO1256'CEMETERY ON THE LEFT, CONTINUE SOUTHEAST ON A PAVED ROAD FOR 0.25 MI
 CO1256'(0.40 KM) TO THE MARK ON THE RIGHT JUST BEYOND A HOUSE.
 CO1256'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 10
 CO1256'INCHES BELOW THE GROUND, 297.0 FT (90.5 M) SOUTHWEST OF THE CENTER OF
 CO1256'A PAVED ROAD, 101.0 FT (30.8 M) SOUTHEAST OF A POWER POLE WITH A
 CO1256'TRANSFORMER AND A GUY WIRE, 69.5 FT (21.2 M) NORTHEAST OF A 24 INCH
 CO1256'PECAN, 58.0 FT (17.7 M) SOUTH-SOUTHEAST OF A 36 INCH PECAN AND 31.0
 CO1256'FT (9.4 M) NORTH OF A 15 INCH HACKBERRY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1689 ***********************************************************************
 BV1689  DESIGNATION -  DEXTER
 BV1689  PID         -  BV1689
 BV1689  STATE/COUNTY-  MS/WALTHALL
 BV1689  USGS QUAD   -  DEXTER (1970)
 BV1689
 BV1689                         *CURRENT SURVEY CONTROL
 BV1689  ___________________________________________________________________
 BV1689* NAD 83(1993)-  31 02 23.80601(N)    089 59 55.05470(W)     ADJUSTED  
 BV1689* NAVD 88     -       114.80   (+/-2cm)     376.6    (feet)  VERTCON   
 BV1689  ___________________________________________________________________
 BV1689  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BV1689  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1689  HORZ ORDER  -  FIRST
 BV1689  VERT ORDER  -  THIRD ? (See Below)
 BV1689
 BV1689.The horizontal coordinates were established by classical geodetic methods
 BV1689.and adjusted by the National Geodetic Survey in May 1994.
 BV1689
 BV1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1689.The vertical order pertains to the NGVD 29 superseded value.
 BV1689
 BV1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1689
 BV1689.The geoid height was determined by GEOID03.
 BV1689
 BV1689;                    North         East     Units Scale Factor Converg.
 BV1689;SPC MS W     -   170,753.452   731,951.103   MT  0.99996259   +0 10 21.3
 BV1689;SPC MS W     -   560,213.62  2,401,409.58   sFT  0.99996259   +0 10 21.3
 BV1689;SPC LA S     -   282,296.019 1,127,425.625   MT  1.00008997   +0 40 02.5
 BV1689;SPC LA S     -   926,166.19  3,698,895.57   sFT  1.00008997   +0 40 02.5
 BV1689;UTM  16      - 3,437,893.038   213,790.733   MT  1.00061057   -1 32 50.1
 BV1689;UTM  15      - 3,437,900.127   786,471.609   MT  1.00061242   +1 32 55.2
 BV1689
 BV1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1689!SPC MS W     -   0.99998628  x   0.99996259  =   0.99994887
 BV1689!SPC LA S     -   0.99998628  x   1.00008997  =   1.00007625
 BV1689!UTM  16      -   0.99998628  x   1.00061057  =   1.00059684
 BV1689!UTM  15      -   0.99998628  x   1.00061242  =   1.00059869
 BV1689
 BV1689|---------------------------------------------------------------------|
 BV1689| PID    Reference Object                     Distance      Geod. Az  |
 BV1689|                                                           dddmmss.s |
 BV1689| CF9550 DEXTER RM 1                          20.680 METERS 13549     |
 BV1689| CF9549 DEXTER AZ MK 2                                     2043213.9 |
 BV1689| CF9548 DEXTER AZ MK                                       2105754.5 |
 BV1689| CF9552 DEXTER RM 3                          17.484 METERS 22119     |
 BV1689| CF9551 DEXTER RM 2                          31.211 METERS 26717     |
 BV1689|---------------------------------------------------------------------|
 BV1689
 BV1689                          SUPERSEDED SURVEY CONTROL
 BV1689
 BV1689  NAD 83(1993)-  31 02 23.81751(N)    089 59 55.05191(W) AD(       ) 1
 BV1689  NAD 83(1986)-  31 02 23.82053(N)    089 59 55.05173(W) AD(       ) 1
 BV1689  NAD 27      -  31 02 23.17100(N)    089 59 54.74900(W) AD(       ) 1
 BV1689  NGVD 29 (07/19/86)  114.85   (m)          376.8    (f) LEVELING    3  
 BV1689
 BV1689.Superseded values are not recommended for survey control.
 BV1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1689.See file dsdata.txt to determine how the superseded data were derived.
 BV1689
 BV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV1379137893(NAD 83)
 BV1689_MARKER: DS = TRIANGULATION STATION DISK
 BV1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1689+STABILITY: SURFACE MOTION
 BV1689
 BV1689  HISTORY     - Date     Condition        Report By
 BV1689  HISTORY     - 1947     MONUMENTED       CGS
 BV1689  HISTORY     - 1955     GOOD             CGS
 BV1689  HISTORY     - 1969     GOOD             CGS
 BV1689
 BV1689                          STATION DESCRIPTION
 BV1689
 BV1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1689'THE STATION IS LOCATED ABOUT 9-3/4 MILES SOUTHWEST OF TYLERTOWN AND
 BV1689'2-1/4 MILES SOUTH OF THE SMALL SETTLEMENT OF DEXTER. IT IS 37 FEET
 BV1689'NORTH OF A LARGE TREE MARKED WITH A TRIANGULAR BLAZE, 23 FEET NORTH
 BV1689'OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 7 FEET NORTHEAST OF
 BV1689'A WITNESS POST. THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 BV1689'STAMPED DEXTER 1947.
 BV1689'
 BV1689'REFERENCE MARK NO. 1 IS 67.88 FEET SOUTHEAST OF THE STATION, 21 FEET
 BV1689'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF
 BV1689'A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BV1689'DEXTER NO 1 1947.
 BV1689'
 BV1689'REFERENCE MARK NO. 2 IS 102.40 FEET WEST OF THE STATION, 15 FEET
 BV1689'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF
 BV1689'A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BV1689'DEXTER NO 2 1947.
 BV1689'
 BV1689'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE STATION,
 BV1689'14 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 3 FEET
 BV1689'NORTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK
 BV1689'IS STAMPED DEXTER 1947.
 BV1689'
 BV1689'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN, GO EAST ON
 BV1689'STATE HIGHWAY 24 FOR 0.7 MILE TO A GAS STATION AND A SIDE ROAD ON
 BV1689'THE RIGHT, TURN RIGHT AND GO 1.1 MILES TO A THREE ROAD FORK. TAKE
 BV1689'THE RIGHT ROAD, CROSSING THE RAILROAD TRACK, AND GO ON
 BV1689'THE MAIN GRAVEL ROAD
 BV1689'FOR 8.1 MILES TO THE CROSSROAD OF THE SMALL SETTLEMENT OF
 BV1689'DEXTER.  CONTINUE ON THE MAIN GRAVEL ROAD FOR 0.1 MILE TO A SIDE
 BV1689'ROAD ON THE RIGHT, TURN RIGHT BETWEEN THE CHURCH AND SCHOOL AND GO
 BV1689'2.75 MILES TO A CROSSROAD AND A LARGE HOUSE IN THE NORTHWEST
 BV1689'ANGLE OF THE CROSSROADS. TURN RIGHT AND GO 1.1 MILES TO THE
 BV1689'STATION ON THE RIGHT.
 BV1689'
 BV1689'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE MAIN
 BV1689'GRAVEL ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT AND
 BV1689'GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BV1689
 BV1689                          STATION RECOVERY (1955)
 BV1689
 BV1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1689'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1689'THE DESCRIPTION WRITTEN IN 1947 BY C.A.E. IS ADEQUATE WITH THIS
 BV1689'CORRECTION TO THE AZIMUTH MARK.
 BV1689'
 BV1689'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST OF GRAVELED ROAD
 BV1689'FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO THE
 BV1689'MARK ON THE RIGHT.
 BV1689
 BV1689                          STATION RECOVERY (1969)
 BV1689
 BV1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1689'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE FOUND
 BV1689'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND UPROOTED.  IT
 BV1689'WAS STAMPED NO. 3 AND USED AS REFERENCE MARK NO. 3.  THE AZIMUTH
 BV1689'MARK WAS VERY CLOSE TO THE EDGE OF THE DITCH BANK SO A NEW
 BV1689'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE, THE OLD AZIMUTH MARK
 BV1689'WAS LEFT AS FOUND.  A NEW DESCRIPTION FOLLOWS--
 BV1689'
 BV1689'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF TYLERTOWN
 BV1689'AND 2.3 MILES SOUTH-SOUTHWEST OF DEXTER, ON PROPERTY OWNED BY
 BV1689'DEWITT PIGOTT, A DRUGIST IN TYLERTOWN.  IT IS IN THE NORTHWEST
 BV1689'1/4 OF SECTION 21, T 1 N., R 12 E., 268 FEET EAST OF THE
 BV1689'PROJECTED CENTERLINE OF A GRAVELED ROAD, LEADING SOUTH, 7 FEET
 BV1689'NORTH OF A FENCE LINE, 22 FEET NORTH OF THE CENTER OF A GRAVELED
 BV1689'ROAD, 57.5 FEET NORTHEAST OF A 10-INCH PINE TREE, 211 FEET
 BV1689'NORTHWEST OF A POWER LINE POLE, 30 FEET WEST OF THE CENTER OF A
 BV1689'FIELD ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BV1689'TRIANGULATION STATION DISK, STAMPED DEXTER 1947 FLUSH WITH THE
 BV1689'GROUND.
 BV1689'
 BV1689'REFERENCE MARK NO. 1 IS 67.85 FEET SOUTHEAST OF THE STATION, 20
 BV1689'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 100 FEET EAST OF A
 BV1689'10-INCH PINE TREE, 3 FEET NORTH OF A FENCE LINE AND 1 FOOT WEST OF
 BV1689'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED DEXTER
 BV1689'NO,1 1947, PROJECTING 3 INCHES.
 BV1689'
 BV1689'REFERENCE MARK NO. 3 IS 57.36 FEET SOUTHWEST OF THE STATION, 28
 BV1689'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 25 FEET SOUTHEAST
 BV1689'OF A 10-INCH PINE TREE, 7 FEET SOUTH OF A FENCE LINE, 50 FEET WEST
 BV1689'OF THE WEST END OF A GATE TO A PASTURE AND 1 FOOT WEST OF A METAL
 BV1689'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED DEXTER 1947
 BV1689'NO 3 1969, PROJECTING 3 INCHES.
 BV1689'
 BV1689'THE AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION, 15
 BV1689'FEET NORTHWEST OF THE CENTER OF THE ROAD, 93 FEET NORTHEAST OF A
 BV1689'POWER POLE, 1 FOOT SOUTHEAST OF A FENCE LINE AND 1 FOOT NORTHWEST
 BV1689'OF A WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DEXTER
 BV1689'1947, PROJECTING 4 INCHES.
 BV1689'
 BV1689'AZIMUTH MARK 2 1969 IS 0.3 MILE SOUTH OF THE STATION IN THE
 BV1689'FARM YARD OF THE FIRST HOUSE SOUTH OF THE STATION.  IT IS 60 FEET
 BV1689'EAST OF THE CENTER OF A GRAVELED ROAD, 33 FEET EAST OF A 2-FOOT
 BV1689'OAK TREE, 1 FOOT SOUTH OF A FENCE LINE, 82.5 FEET NNE OF THE
 BV1689'NORTHEAST CORNER OF AN OLD WHITE HOUSE, 31.5 FEET WEST OF THE
 BV1689'NORTHWEST CORNER OF AN OLD LOG BARN, AND 1 FOOT SOUTHEAST OF A
 BV1689'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED DEXTER
 BV1689'1947 AZ 2 1969, PROJECTING 4 INCHES.
 BV1689'
 BV1689'TO REACH THE STATION FROM THE POST OFFICE IN TYLERTOWN GO EAST
 BV1689'ON U.S. HIGHWAY 98 FOR 0.7 MILE TO ITS JUNCTION WITH STATE
 BV1689'HIGHWAY 48, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 48 FOR
 BV1689'9.15 MILES TO A SIDE ROAD RIGHT IN THE SETTLEMENT OF DEXTERVILLE,
 BV1689'TURN RIGHT AND GO SOUTH FOR 2.7 MILES TO A CROSSROAD, TURN RIGHT
 BV1689'AND GO 1.5 MILE TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 BV1689'A SIDE ROAD LEFT.
 BV1689'
 BV1689'TO REACH THE AZIMUTH GO WEST FOR ABOUT 250 FEET, TURN RIGHT AND
 BV1689'GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BV1689'0.1 MILE TO AZIMUTH MARK 2 ON THE LEFT AT THE NORTH EDGE OF A
 BV1689'BARNYARD.
 BV1689'
 BV1689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1689'2.3 MILES SSW OF DEXTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2788 ***********************************************************************
 CP2788  DESIGNATION -  DICK
 CP2788  PID         -  CP2788
 CP2788  STATE/COUNTY-  MS/YAZOO
 CP2788  USGS QUAD   -  SATARTIA (1988)
 CP2788
 CP2788                         *CURRENT SURVEY CONTROL
 CP2788  ___________________________________________________________________
 CP2788* NAD 83(1993)-  32 38 17.87843(N)    090 36 47.17105(W)     ADJUSTED  
 CP2788* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP2788  ___________________________________________________________________
 CP2788  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CP2788  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CP2788  HORZ ORDER  -  SECOND
 CP2788
 CP2788.The horizontal coordinates were established by classical geodetic methods
 CP2788.and adjusted by the National Geodetic Survey in May 1994.
 CP2788
 CP2788.The orthometric height was scaled from a topographic map.
 CP2788
 CP2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2788
 CP2788.The geoid height was determined by GEOID03.
 CP2788
 CP2788;                    North         East     Units Scale Factor Converg.
 CP2788;SPC MS W     -   347,962.906   673,749.729   MT  0.99995849   -0 09 03.2
 CP2788;SPC MS W     - 1,141,608.30  2,210,460.57   sFT  0.99995849   -0 09 03.2
 CP2788;UTM  15      - 3,613,706.240   723,906.605   MT  1.00021824   +1 17 16.3
 CP2788
 CP2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2788!SPC MS W     -   0.99999981  x   0.99995849  =   0.99995830
 CP2788!UTM  15      -   0.99999981  x   1.00021824  =   1.00021805
 CP2788
 CP2788:                Primary Azimuth Mark                     Grid Az
 CP2788:SPC MS W     -  DICK AZ MK                               091 02 54.1
 CP2788:UTM  15      -  DICK AZ MK                               089 36 34.6
 CP2788
 CP2788|---------------------------------------------------------------------|
 CP2788| PID    Reference Object                     Distance      Geod. Az  |
 CP2788|                                                           dddmmss.s |
 CP2788| CY4255 DICK AZ MK                                         0905350.9 |
 CP2788| CY4256 DICK AZ MK 2                                       0945456.8 |
 CP2788| CY4257 DICK RM 1                             3.864 METERS 20051     |
 CP2788| CY4258 DICK RM 2                            40.819 METERS 28957     |
 CP2788|---------------------------------------------------------------------|
 CP2788
 CP2788                          SUPERSEDED SURVEY CONTROL
 CP2788
 CP2788  NAD 83(1986)-  32 38 17.89203(N)    090 36 47.16638(W) AD(       ) 2
 CP2788  NAD 27      -  32 38 17.39960(N)    090 36 46.80790(W) AD(       ) 2
 CP2788
 CP2788.Superseded values are not recommended for survey control.
 CP2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2788.See file dsdata.txt to determine how the superseded data were derived.
 CP2788
 CP2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2390713706(NAD 83)
 CP2788_MARKER: DS = TRIANGULATION STATION DISK
 CP2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2788
 CP2788  HISTORY     - Date     Condition        Report By
 CP2788  HISTORY     - 1959     MONUMENTED       CGS
 CP2788  HISTORY     - 1964     GOOD             CGS
 CP2788  HISTORY     - 1966     GOOD             MSHD
 CP2788  HISTORY     - 19860115 MARK NOT FOUND   USGS
 CP2788  HISTORY     - 20000821 MARK NOT FOUND   NGS
 CP2788
 CP2788                          STATION DESCRIPTION
 CP2788
 CP2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2788'STATION IS LOCATED ABOUT 4-1/4 MILES WEST AND 2-1/4 MILES SOUTH
 CP2788'OF SATARTIA, 2-1/4 MILES NORTH AND 1-1/2 MILES WEST OF GERMANIA,
 CP2788'2-1/2 MILES NORTHWEST OF STATE HIGHWAY 3, 1-1/2 MILES SOUTHEAST OF
 CP2788'A SHARP BEND IN THE YAZOO RIVER, 0.1 MILE SOUTHWEST OF THE
 CP2788'SOUTHWEST SHORE OF LAKE DICK, NEAR THE NORTH SIDE CENTER OF
 CP2788'THE SOUTHWEST 1/4 OF SECTION 9, T 9 N, R 4 W AND IN THE
 CP2788'NORTHEAST CORNER OF A COLORED SCHOOL YARD.
 CP2788'
 CP2788'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY
 CP2788'3, IN REDWOOD, GO NORTHEASTERLY ON STATE HIGHWAY 3 FOR 15.4 MILES
 CP2788'TO A CROSSROAD AT NEWMANS STORE ON THE LEFT IN GERMANIA.  TURN
 CP2788'LEFT AND FOLLOW GRADED ROAD NORTHWESTERLY FOR 2.7 MILES TO A
 CP2788'SMALL SCHOOL AND STATION ON LEFT.  CONTINUE NORTH FOR 0.05 MILE
 CP2788'TO A T-INTERSECTION.  TURN RIGHT AND FOLLOW GRAVELED ROAD FOR 0.2
 CP2788'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2788'
 CP2788'STATION MARKS ARE STANDARD DISKS, STAMPED DICK 1959.  UNDERGROUND
 CP2788'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 CP2788'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH
 CP2788'SQUARE, CONCRETE POST FLUSH WITH THE GROUND SURFACE, 303 FEET
 CP2788'SOUTH-SOUTHWEST OF THE CENTER OF THE T-INTERSECTION, 127 FEET
 CP2788'NORTH OF THE NORTHEAST CORNER OF SCHOOL, 39 FEET WEST OF A
 CP2788'NORTH-SOUTH GRAVELED ROAD CENTER, 37 FEET SOUTH OF AN EAST-WEST
 CP2788'YARD FENCE AND 44 FEET SOUTHWEST OF A FENCE CORNERPOST.  NO
 CP2788'WITNESS MARKER WAS SET.
 CP2788'
 CP2788'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DICK NO 1 1959.
 CP2788'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2788'7 INCHES, 51 FEET WEST OF THE GRAVELED ROAD CENTER, 10 FEET WEST
 CP2788'OF THE SCHOOL CORNER AND 1 FOOT NORTH OF THE NORTH SIDE OF
 CP2788'THE SCHOOL.
 CP2788'
 CP2788'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DICK NO 2 1959.  IT
 CP2788'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 5
 CP2788'INCHES, 191 FEET NORTHWEST OF THE SCHOOL CORNER, 174 FEET WEST OF
 CP2788'THE GRAVELED ROAD CENTER, 43 FEET SOUTHEAST OF A FENCE CORNERPOST
 CP2788'AND 29 FEET SOUTH OF THE YARD FENCE.
 CP2788'
 CP2788'AZIMUTH MARK IS A STANDARD DISK, STAMPED DICK 1959.  IT IS SET IN
 CP2788'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 3 INCHES,
 CP2788'87 FEET SOUTH OF THE LAKE EDGE, 57 FEET WEST-SOUTHWEST OF THE
 CP2788'SOUTH END OF A ROAD CULVERT, 28 FEET SOUTH OF AN EAST-WEST
 CP2788'GRAVELED ROAD CENTER AND 1 FOOT SOUTH OF THE SOUTH ROAD
 CP2788'RIGHT-OF-WAY FENCE.  A METAL, WITNESS SIGNPOST WAS SET 1 FOOT
 CP2788'NORTH OF THE MARK.
 CP2788'
 CP2788'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2788
 CP2788                          STATION RECOVERY (1964)
 CP2788
 CP2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 CP2788'THE STATION WAS VISITED 9-24-64 AND ALL MARKS WERE FOUND IN GOOD
 CP2788'CONDITION.  THE AZIMUTH MARK WAS MOVED AT THIS DATE DUE TO ROAD
 CP2788'CONSTRUCTION A NEW DESCRIPTION FOLLOWS--
 CP2788'
 CP2788'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF SATERIA, ABOUT
 CP2788'1-1/2 MILES SOUTHEAST OF A SHARP BEND IN THE YAZOO RIVER, ABOUT
 CP2788'0.1 MILE SOUTHWEST OF THE SHORE OF LAKE DISK, AND NEAR THE NORTH
 CP2788'SIDE OF THE SW 1/4 OF SEC. 9, T 9 N, R 4 W. AND IN THE NORTHEAST
 CP2788'CORNER OF AN ABANDONDED SCHOOL YARD.  IT IS 303 FEET SSW OF THE
 CP2788'CENTERLINE OF THE INTERSECTIONS OF ROADS, 127 FEET NORTH OF THE
 CP2788'NORTHEAST CORNER OF A CONCRETE BLOCK HOUSE (FORMERLY OLD SCHOOL
 CP2788'HOUSE), 39 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 37 FEET
 CP2788'SOUTH OF AN EAST-WEST FENCE LINE, 44 FEET SOUTHWEST OF A FENCE
 CP2788'CORNER AND 40 FEET SOUTH OF A POWER POLE AND ABOUT UNDER A
 CP2788'POWER LINE.  IT IS A STANDARD DISK, STAMPED DICK 1959, FLUSH
 CP2788'WITH THE GROUND.
 CP2788'
 CP2788'REFERENCE MARK NO. 1 IS 126.78 FEET SSW OF THE STATION, 51 FEET
 CP2788'WEST OF THE CENTER OF A GRAVELED ROAD, 10 FEET WEST OF THE
 CP2788'NORTHEAST CORNER OF THE CONCRETE BLOCK HOUSE, AND 1 FOOT NORTH OF
 CP2788'THE NORTHSIDE OF THE BUILDING.  IT IS A STANDARD DISK, STAMPED
 CP2788'DICK NO 1 1959, PROJECTING 6 INCHES.
 CP2788'
 CP2788'REFERENCE MARK NO. 2 IS WNW OF THE STATION 133.92 FEET.  164 FEET
 CP2788'NW OF THE NW CORNER OF THE CONCRETE BLOCK BUILDING 173 FEET WEST
 CP2788'OF THE CENTER OF A GRAVELED ROAD, AND 43 FEET SOUTHEAST OF A FENCE
 CP2788'CORNER.  IT IS A STANDARD DISK, STAMPED DICK NO 2 1959, PROJECTING
 CP2788'7 INCHES.
 CP2788'
 CP2788'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION AT THE EAST EDGE
 CP2788'OF A CULTIVATED FIELD, 1.5 FEET NORTH OF A POWER POLE, 126 FEET
 CP2788'SOUTH OF THE CENTERLINE OF THE ROAD, 21 FEET WEST OF A FENCE LINE
 CP2788'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS ON THE WEST
 CP2788'BANK OF A CREEK.  IT IS A STANDARD DISK, STAMPED DICK 1939 RESET
 CP2788'1964, PROJECTING 6 INCHES.
 CP2788'
 CP2788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 CP2788'STATE HIGHWAY 3 AT REDWOOD, GO NORTHEAST ON STATE HIGHWAY 3
 CP2788'FOR 15.4 MILES TO A CROSSROAD AND NEWMANS STORE ON THE LEFT,
 CP2788'TURN LEFT AND GO NORTHWEST FOR 2.7 MILE S TO THE MARK ON THE
 CP2788'LEFT AT A CONCRETE BLOCK HOUSE ON THE LEFT.
 CP2788'
 CP2788'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ABOUT 100
 CP2788'YARDS, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A SMALL CREEK
 CP2788'CROSSING THE HIGHWAY AND THE MARK ON THE RIGHT AT THE EAST EDGE OF
 CP2788'THE FIELD.
 CP2788
 CP2788                          STATION RECOVERY (1966)
 CP2788
 CP2788'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2788'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SATARTIA GO
 CP2788'EAST ON MISSISSIPPI HIGHWAY 433 FOR 0.5 MILE TO THE INTERSECTION
 CP2788'OF MISSISSIPPI HIGHWAY 3, TURN RIGHT (SOUTHWEST) AND CONTINUE ON
 CP2788'HIGHWAY 3 FOR 5.4 MILES TO A CROSSROADS AND NEWMANS STORE ON THE
 CP2788'RIGHT, TURN RIGHT (NORTHWEST) AND CONTINUE ON AN ALL-WEATHER
 CP2788'ROAD FOR 2.7 MILES TO A BLOCK HOUSE AND THE STATION ON THE LEFT
 CP2788'AS DESCRIBED.  TO REACH THE AZIMUTH FROM THE STATION CONTINUE
 CP2788'NORTH ON AN ALL-WEATHER ROAD FOR 0.05 MILE TO A T
 CP2788'INTERSECTION, TURN RIGHT (EAST) AND CONTINUE ON AN ALL-WEATHER
 CP2788'ROAD FOR 0.1 MILE TO A SMALL CREEK AND THE MARK ON THE RIGHT AS
 CP2788'DESCRIBED.  THE STATION DISK IS STAMPED DICK.(1959).
 CP2788'
 CP2788'IT IS 303 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION
 CP2788'OF ROADS, 127 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 40
 CP2788'FEET SOUTH OF A POWER POLE, 39 FEET WEST OF THE CENTER OF A GRAVEL
 CP2788'ROAD, AND 37 FEET SOUTH OF A FENCE.
 CP2788'
 CP2788'R.M. 1 IS 51 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 10 FEET
 CP2788'WEST OF THE NORTHEAST CORNER OF THE BLOCK HOUSE, 1 FOOT NORTH
 CP2788'OF THE NORTH WALL, AND STAMPED DICK NO. 1 (1959).
 CP2788'
 CP2788'R.M. 2 IS 173 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 164 FEET
 CP2788'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 43 FEET SOUTHEAST
 CP2788'OF A FENCE CORNER, 37 FEET SOUTHWEST OF ANOTHER FENCE CORNER, AND
 CP2788'STAMPED DICK NO. 2 (1959).
 CP2788'
 CP2788'THE AZIMUTH MARK IS 126 FEET SOUTH OF THE CENTER OF THE GRAVEL
 CP2788'ROAD ON THE WEST BANK OF A CREEK, 21 FEET WEST OF A FENCE, 1.5
 CP2788'FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS
 CP2788'POST, AND STAMPED DICK (1959) RESET (1964).
 CP2788
 CP2788                          STATION RECOVERY (1986)
 CP2788
 CP2788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MAP)
 CP2788'MARK NOT FOUND.
 CP2788
 CP2788                          STATION RECOVERY (2000)
 CP2788
 CP2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP2788'LIKELY DESTROYED WHEN GARDEN PLOT WAS PLOWED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2367 ***********************************************************************
 BH2367  DESIGNATION -  DICKEY RESET
 BH2367  PID         -  BH2367
 BH2367  STATE/COUNTY-  MS/JACKSON
 BH2367  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2367
 BH2367                         *CURRENT SURVEY CONTROL
 BH2367  ___________________________________________________________________
 BH2367* NAD 83(1993)-  30 24 03.42820(N)    088 49 14.05319(W)     ADJUSTED  
 BH2367* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2367  ___________________________________________________________________
 BH2367  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2367  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2367  HORZ ORDER  -  FIRST
 BH2367
 BH2367.The horizontal coordinates were established by classical geodetic methods
 BH2367.and adjusted by the National Geodetic Survey in May 1994.
 BH2367
 BH2367.The orthometric height was scaled from a topographic map.
 BH2367
 BH2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2367
 BH2367.The geoid height was determined by GEOID03.
 BH2367
 BH2367;                    North         East     Units Scale Factor Converg.
 BH2367;SPC MS E     -    99,867.095   301,226.413   MT  0.99995002   +0 00 23.3
 BH2367;SPC MS E     -   327,647.29    988,273.66   sFT  0.99995002   +0 00 23.3
 BH2367;UTM  16      - 3,364,621.887   325,105.895   MT  0.99997736   -0 55 17.5
 BH2367
 BH2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2367!SPC MS E     -   1.00000428  x   0.99995002  =   0.99995430
 BH2367!UTM  16      -   1.00000428  x   0.99997736  =   0.99998164
 BH2367
 BH2367|---------------------------------------------------------------------|
 BH2367| PID    Reference Object                     Distance      Geod. Az  |
 BH2367|                                                           dddmmss.s |
 BH2367| AI2930 DICKEY RM 1                          59.283 METERS 02242     |
 BH2367| BH2374 OCEAN SPRINGS RAD STA WVMI MST      APPROX. 2.9 KM 0800838.3 |
 BH2367| BH2410 BILOXI RAD STA WLOX MAST            APPROX. 7.1 KM 2623637.1 |
 BH2367| BH2587 GULFPORT US HOSP NO 74 STACK        APPROX.22.6 KM 2635339.1 |
 BH2367| BH2411 BILOXI BUENA VISTA HOTEL TANK       APPROX. 7.0 KM 2645122.6 |
 BH2367| AI2931 DICKEY RM 2                          38.904 METERS 34615     |
 BH2367|---------------------------------------------------------------------|
 BH2367
 BH2367                          SUPERSEDED SURVEY CONTROL
 BH2367
 BH2367  NAD 83(1993)-  30 24 03.44229(N)    088 49 14.05057(W) AD(       ) 1
 BH2367  NAD 83(1986)-  30 24 03.44950(N)    088 49 14.04289(W) AD(       ) 1
 BH2367  NAD 27      -  30 24 02.73000(N)    088 49 13.94300(W) AD(       ) 1
 BH2367
 BH2367.Superseded values are not recommended for survey control.
 BH2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2367.See file dsdata.txt to determine how the superseded data were derived.
 BH2367
 BH2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2510664622(NAD 83)
 BH2367_MARKER: DS = TRIANGULATION STATION DISK
 BH2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2367_STAMPING: DICKEY
 BH2367_MARK LOGO: NGS   
 BH2367_PROJECTION: FLUSH
 BH2367_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2367+STABILITY: SURFACE MOTION
 BH2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2367+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BH2367
 BH2367  HISTORY     - Date     Condition        Report By
 BH2367  HISTORY     - 1984     MONUMENTED       NGS
 BH2367  HISTORY     - 20040327 GOOD             USPSQD
 BH2367
 BH2367                          STATION DESCRIPTION
 BH2367
 BH2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BH2367'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED BY HURRICANE
 BH2367'CAMILLE.  REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 BH2367'CONDITION.  THE STATION WAS REESTABLISHED IN THE ORIGINAL POSITION AT
 BH2367'THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 BH2367' 
 BH2367'STATION IS LOCATED 0.9 MILE (1.4 KM) SOUTHEAST OF OCEAN SPRINGS, ON
 BH2367'PROPERTY OWNED AND OCCUPIED BY MR. G.E. ARNET.  TO REACH FROM THE
 BH2367'OCEAN SPRINGS STATE BANK, GO EAST ON GOVERNMENT STREET FOR 0.3 MILE
 BH2367'(0.5 KM) TO PERSHING STREET, TURN RIGHT AND GO SOUTH ON PERSHING
 BH2367'STREET FOR 0.55 MILE (0.89 KM) TO CONCRETE BRIDGE AT BOAT HARBOR,
 BH2367'CONTINUE SOUTHEAST CROSSING BRIDGE FOR 0.2 MILE (0.3 KM) TO A PRIVATE
 BH2367'DRIVE ON RIGHT, TURN RIGHT AND GO SOUTH ON PRIVATE DRIVE FOR 0.2 MILE
 BH2367'(0.3 KM) TO A LARGE HOUSE AND STATION.
 BH2367' 
 BH2367'STATION IS A STANDARD DISK STAMPED---DICKEY---, SET IN TOP OFD A ROUND
 BH2367'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 178 FEET (54.3 M) SOUTH
 BH2367'SOUTHWEST OF THE SOUTHWEST CORNER OF LARGE HOUSE, 44 FEET (13.4 M)
 BH2367'EAST SOUTHEAST OF A 40 INCH LIVE OAK TREE, 34.5 FEET (10.5 M) SOUTH
 BH2367'SOUTHWEST OF A 21 INCH PINE TREE AND 26 FEET (7.9 M) WEST OF A 15 FOOT
 BH2367'(4.6 M) OAK SNAG.  REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED---NO
 BH2367'1 DICKEY 1930---, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 BH2367'CONCRETE FOOTING OF ABANDONED TENNIS COURT BACKSTOP.  IT IS 44 FEET
 BH2367'(13.4 M) WEST OF THE OF THE NORTHWEST CORNER OF THE HOUSE, 35.5 FEET
 BH2367'(10.8 M) NORTH OF A LAMP, 9 FEET (2.7 M) SOUTH OF THE SOUTH EDGE OF
 BH2367'OLD TENNIS COURT AND 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST AND
 BH2367'SIGN.  REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED---NO 2 DICKEY
 BH2367'1930---SET IN A DRILL HOLE IN TOP OF A SQUARE CONCRETE POST ON WEST
 BH2367'SIDE OF A CONCRETE FOUNTAIN.  IT IS 30.5 FEET (9.3 M) EAST OF THE
 BH2367'SOUTHWEST CORNER OF LARGE HOUSE, 10.5 FEET (3.2 M) EAST OF THE CENTER
 BH2367'OF DRIVEWAY AND 9.5 FEET (2.9 M) SOUTH OF A 12 INCH CEDAR TREE.
 BH2367
 BH2367                          STATION RECOVERY (2004)
 BH2367
 BH2367'RECOVERY NOTE BY US POWER SQUADRON 2004 (JF)
 BH2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1849 ***********************************************************************
 DJ1849  DESIGNATION -  DINSMORE
 DJ1849  PID         -  DJ1849
 DJ1849  STATE/COUNTY-  MS/NOXUBEE
 DJ1849  USGS QUAD   -  MC LEOD (1973)
 DJ1849
 DJ1849                         *CURRENT SURVEY CONTROL
 DJ1849  ___________________________________________________________________
 DJ1849* NAD 83(1993)-  33 05 31.84534(N)    088 24 11.77495(W)     ADJUSTED  
 DJ1849* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DJ1849  ___________________________________________________________________
 DJ1849  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DJ1849  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DJ1849  HORZ ORDER  -  THIRD
 DJ1849
 DJ1849.The horizontal coordinates were established by classical geodetic methods
 DJ1849.and adjusted by the National Geodetic Survey in May 1994.
 DJ1849
 DJ1849.The orthometric height was scaled from a topographic map.
 DJ1849
 DJ1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1849
 DJ1849.The geoid height was determined by GEOID03.
 DJ1849
 DJ1849;                    North         East     Units Scale Factor Converg.
 DJ1849;SPC MS E     -   398,344.285   340,147.026   MT  0.99996987   +0 14 05.3
 DJ1849;SPC MS E     - 1,306,901.21  1,115,965.70   sFT  0.99996987   +0 14 05.3
 DJ1849;SPC AL W     -   343,197.872   515,678.525   MT  1.00002097   -0 29 35.5
 DJ1849;UTM  16      - 3,662,381.714   369,043.440   MT  0.99981145   -0 45 58.6
 DJ1849
 DJ1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1849!SPC MS E     -   0.99999366  x   0.99996987  =   0.99996353
 DJ1849!SPC AL W     -   0.99999366  x   1.00002097  =   1.00001463
 DJ1849!UTM  16      -   0.99999366  x   0.99981145  =   0.99980511
 DJ1849
 DJ1849:                Primary Azimuth Mark                     Grid Az
 DJ1849:SPC MS E     -  DINSMORE AZ MK                           100 44 31.8
 DJ1849:SPC AL W     -  DINSMORE AZ MK                           101 28 12.6
 DJ1849:UTM  16      -  DINSMORE AZ MK                           101 44 35.7
 DJ1849
 DJ1849|---------------------------------------------------------------------|
 DJ1849| PID    Reference Object                     Distance      Geod. Az  |
 DJ1849|                                                           dddmmss.s |
 DJ1849| CF9559 DINSMORE AZ MK                                     1005837.1 |
 DJ1849| CF9560 DINSMORE RM 1                        30.300 METERS 18717     |
 DJ1849| CF9561 DINSMORE RM 2                        26.551 METERS 27651     |
 DJ1849|---------------------------------------------------------------------|
 DJ1849
 DJ1849                          SUPERSEDED SURVEY CONTROL
 DJ1849
 DJ1849  NAD 83(1993)-  33 05 31.84852(N)    088 24 11.77467(W) AD(       ) 3
 DJ1849  NAD 83(1986)-  33 05 31.85383(N)    088 24 11.77616(W) AD(       ) 3
 DJ1849  NAD 27      -  33 05 31.40000(N)    088 24 11.64200(W) AD(       ) 3
 DJ1849
 DJ1849.Superseded values are not recommended for survey control.
 DJ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1849.See file dsdata.txt to determine how the superseded data were derived.
 DJ1849
 DJ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB6904362382(NAD 83)
 DJ1849_MARKER: DS = TRIANGULATION STATION DISK
 DJ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1849
 DJ1849  HISTORY     - Date     Condition        Report By
 DJ1849  HISTORY     - 1955     MONUMENTED       CGS
 DJ1849  HISTORY     - 1963     GOOD             CGS
 DJ1849  HISTORY     - 1974     GOOD             LOCENG
 DJ1849
 DJ1849                          STATION DESCRIPTION
 DJ1849
 DJ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1849'STATION IS LOCATED ON HIGHWAY PROPERTY ON THE NORTH SIDE OF
 DJ1849'STATE HIGHWAY 14 ABOUT 14 MILES WEST OF ALICEVILLE, ALABAMA AND
 DJ1849'ABOUT 4 MILES SOUTH OF PRAIRIE POINT.  IT IS 76 FEET SOUTH OF AN
 DJ1849'18 INCH PECAN TREE, 49 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 DJ1849'3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 DJ1849'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 DJ1849'DINSMORE 1955.
 DJ1849'
 DJ1849'REFERENCE MARK NO. 1 IS 70 FEET WEST OF A 24 INCH OAK TREE, 51
 DJ1849'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A
 DJ1849'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 DJ1849'DINSMORE NO 1 1955.
 DJ1849'
 DJ1849'REFERENCE MARK NO. 2 IS 62 FEET EAST OF A 30 INCH OAK TREE, 49
 DJ1849'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A
 DJ1849'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 DJ1849'DINSMORE NO 2 1955.
 DJ1849'
 DJ1849'AZIMUTH MARK IS 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DJ1849'LARGE CONCRETE CULVERT, 43 FEET SOUTH OF THE CENTER OF HIGHWAY 14,
 DJ1849'2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 DJ1849'THE MARK IS FLUSH AND THE DISK IS STAMPED DINSMORE 1955.
 DJ1849'
 DJ1849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 DJ1849'71 ABOUT 8 MILES SOUTHWEST OF ALICEVILLE, GO WEST ON HIGHWAY 71
 DJ1849'FOR 3.5 MILES TO THE MISSISSIPPI STATE LINE AND THE BEGINNING OF
 DJ1849'MISSISSIPPI STATE HIGHWAY 14.  CONTINUE WEST AND NORTH AND WEST
 DJ1849'ON HIGHWAY 14 FOR 4.9 MILES TO THE AZIMUTH MARK ON LEFT JUST
 DJ1849'AFTER CROSSING A LARGE CONCRETE CULVERT.  CONTINUE WEST ON THE
 DJ1849'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DJ1849'
 DJ1849'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1849
 DJ1849                          STATION RECOVERY (1963)
 DJ1849
 DJ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ1849'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ1849'CONDITION.
 DJ1849'
 DJ1849'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ1849'
 DJ1849'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ1849'1.0 FOOT EAST OF THE AZIMUTH.
 DJ1849
 DJ1849                          STATION RECOVERY (1974)
 DJ1849
 DJ1849'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1849'DINSMORE 1955 RECOVERED EXCELLENT.  FOUND ALL MARKS.  DESCRIPTION
 DJ1849'GOOD.
 DJ1849'
 DJ1849'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI S. PRARIE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2372 ***********************************************************************
 BW2372  DESIGNATION -  DISHRUNE
 BW2372  PID         -  BW2372
 BW2372  STATE/COUNTY-  MS/CLAIBORNE
 BW2372  USGS QUAD   -  HERMANVILLE (1963)
 BW2372
 BW2372                         *CURRENT SURVEY CONTROL
 BW2372  ___________________________________________________________________
 BW2372* NAD 83(1993)-  31 54 42.15444(N)    090 51 35.15389(W)     ADJUSTED  
 BW2372* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BW2372  ___________________________________________________________________
 BW2372  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BW2372  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2372  HORZ ORDER  -  THIRD
 BW2372
 BW2372.The horizontal coordinates were established by classical geodetic methods
 BW2372.and adjusted by the National Geodetic Survey in May 1994.
 BW2372
 BW2372.The orthometric height was scaled from a topographic map.
 BW2372
 BW2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2372
 BW2372.The geoid height was determined by GEOID03.
 BW2372
 BW2372;                    North         East     Units Scale Factor Converg.
 BW2372;SPC MS W     -   267,480.526   650,210.390   MT  0.99998056   -0 16 41.8
 BW2372;SPC MS W     -   877,559.03  2,133,231.92   sFT  0.99998056   -0 16 41.8
 BW2372;UTM  15      - 3,532,648.000   702,371.035   MT  1.00010510   +1 07 54.3
 BW2372
 BW2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2372!SPC MS W     -   0.99999814  x   0.99998056  =   0.99997870
 BW2372!UTM  15      -   0.99999814  x   1.00010510  =   1.00010324
 BW2372
 BW2372|---------------------------------------------------------------------|
 BW2372| PID    Reference Object                     Distance      Geod. Az  |
 BW2372|                                                           dddmmss.s |
 BW2372| BW0486 Y 57                                 34.773 METERS 09508     |
 BW2372| CY3457 DISHRUNE AZ MK                                     2213053.3 |
 BW2372| CY3459 DISHRUNE RM 2                        35.330 METERS 23902     |
 BW2372| BW2379 WHIT                                APPROX. 6.9 KM 3261316.4 |
 BW2372| CY3458 DISHRUNE RM 1                        30.360 METERS 35404     |
 BW2372|---------------------------------------------------------------------|
 BW2372
 BW2372                          SUPERSEDED SURVEY CONTROL
 BW2372
 BW2372  NAD 83(1986)-  31 54 42.16816(N)    090 51 35.15016(W) AD(       ) 3
 BW2372  NAD 27      -  31 54 41.59500(N)    090 51 34.77800(W) AD(       ) 3
 BW2372
 BW2372.Superseded values are not recommended for survey control.
 BW2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2372.See file dsdata.txt to determine how the superseded data were derived.
 BW2372
 BW2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR0237132648(NAD 83)
 BW2372_MARKER: DS = TRIANGULATION STATION DISK
 BW2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2372
 BW2372  HISTORY     - Date     Condition        Report By
 BW2372  HISTORY     - 1948     MONUMENTED       CGS
 BW2372  HISTORY     - 1956     GOOD             CGS
 BW2372  HISTORY     - 1970     GOOD             MSHD
 BW2372
 BW2372                          STATION DESCRIPTION
 BW2372
 BW2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2372'STATION IS ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD,
 BW2372'AT BRIDGE L N 52.9 OVER LITTLE BAYOU PIERRE RIVER, ABOUT
 BW2372'2.0 MILES NORTH OF PATTISON, 125 FEET WEST OF THE BRIDGE,
 BW2372'70 FEET NORTHWEST OF RAILROAD TRACK, 21 FEET NORTHWEST OF
 BW2372'A WHITE WITNESS POST, AND 20 FEET WEST OF FENCE CORNER.
 BW2372'THE MARK IS 8 INCHES UNDERGROUND, AND THE DISK IS STAMPED
 BW2372'DISHRUNE 1948.
 BW2372'
 BW2372'REFERENCE MARK NO. 1 IS 99.6 FEET NORTH-NORTHWEST OF STATION
 BW2372'AND 5 FEET SOUTHWEST OF A LARGE OAK TREE.  THE MARK PROJECTS
 BW2372'6 INCHES, AND THE DISK IS STAMPED DISHRUNE NO 1 1948.
 BW2372'
 BW2372'REFERENCE MARK NO. 2 IS 115.9 FEET SOUTHWEST OF STATION
 BW2372'AND 90 FEET NORTHWEST OF RAILROAD TRACK.  THE MARK PROJECTS
 BW2372'5 INCHES, AND THE DISK IS STAMPED DISHRUNE NO 2 1948.
 BW2372'
 BW2372'B.M. Y57 1935 (U.S.C. AND G.S.) IS 114.08 FEET EAST OF STATION
 BW2372'BY A TRAVERSE CONNECTION, 12 FEET EAST OF EAST RAIL OF TRACK,
 BW2372'IN THE TOP OF THE SOUTHEAST CONCRETE PIER OF THE BRIDGE,
 BW2372'AND ABOUT 4 FEET LOWER THAN THE TRACKS.  THE MARK IS FLUSH
 BW2372'WITH THE TOP OF THE PIER, AND THE DISK IS STAMPED Y57 1935.
 BW2372'
 BW2372'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF STATION, 125 FEET
 BW2372'SOUTHEAST OF RAILROAD TRACK, 75 FEET NORTHEAST OF DIRT ROAD,
 BW2372'5 FEET WEST OF A WHITE WITNESS POST, AND 4 FEET SOUTHWEST
 BW2372'OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 BW2372'IS STAMPED DISHRUNE 1948.
 BW2372'
 BW2372'TO REACH STATION FROM THE POST OFFICE IN PATTISON, GO NORTH
 BW2372'FOR 100 FEET, TURN RIGHT AND GO 0.1 MILE, TURN LEFT AND
 BW2372'FOLLOW MAIN GRAVEL ROAD FOR 1.3 MILES TO A DIM CUT ROAD
 BW2372'LEFT, TURN LEFT AND GO 0.1 MILE TO A FORK, TAKE LEFT FORK
 BW2372'AND GO 0.8 MILE TO FORK, TAKE RIGHT FORK AND GO 0.3 MILE
 BW2372'TO THE AZIMUTH MARK ON RIGHT, CONTINUE ON ACROSS RAILROAD
 BW2372'TRACK, TURN RIGHT AND FOLLOW DIM ROAD ALONG FENCE FOR 0.5
 BW2372'MILE TO THE RIVER AND THE STATION.
 BW2372'
 BW2372'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2372
 BW2372                          STATION RECOVERY (1956)
 BW2372
 BW2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2372'THE STATION WAS VISITED 4-25-56 AND ALL THE MARKS WERE FOUND
 BW2372'IN GOOD CONDITION.  THE DESCRIPTION BY F.X.P. IN 1948 IS
 BW2372'ADEQUATE WITH THESE ADDITIONAL MEASUREMENTS FOR THE AZIMUTH
 BW2372'MARK.
 BW2372'
 BW2372'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION, IN
 BW2372'A PASTURE, 130 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 BW2372'CENTRAL RAILROAD TRACK, 70 FEET NORTH OF THE CENTER OF A
 BW2372'TRACK ROAD IN THE PASTURE, 121 FEET NORTHEAST OF THE NORTHEAST
 BW2372'POST OF A GATE, 166 FEET NORTHEAST OF POLE NO. 765, 81 FEET
 BW2372'EAST OF A FENCE AND 5 FEET WEST OF A WITNESS POST.  IT IS
 BW2372'A STANDARD DISK, STAMPED DISHRUNE 1948 AND IS FLUSH WITH
 BW2372'THE GROUND.
 BW2372
 BW2372                          STATION RECOVERY (1970)
 BW2372
 BW2372'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2372'THE STATION WAS VISITED 5-5-70 AND THE STATION MARK, REFERENCE
 BW2372'MARK, NO. 1, NO. 2, AZIMUTH MARK AND BM Y 57 WERE FOUND
 BW2372'IN GOOD CONDITION.
 BW2372'
 BW2372'THE STATION IS LOCATED 2.3 MILES NORTHEAST OF PATTISON AND
 BW2372'8 MILES SOUTHEAST OF PORT GIBSON.  IT IS 70 FEET NORTHWEST
 BW2372'OF THE NORTHWEST RAIL, 63.5 FEET NORTHWEST OF MILEPOST 53,
 BW2372'46 FEET NORTHEAST OF A 40 INCH OAK, 25 FEET WEST OF A FENCE
 BW2372'CORNER, 101 FEET NORTHWEST OF POLE NO. 1537 AND 1 FOOT NORTHWEST
 BW2372'OF A METAL WITNESS POST.
 BW2372'
 BW2372'IT IS A C AND GS TRIANGULATION DISK, STAMPED DISHRUNE
 BW2372'1948 8 INCHES BELOW THE GROUND.
 BW2372'
 BW2372'REFERENCE MARK NO. 1 IS 99.6 FEET NORTH NORTHWEST OF THE
 BW2372'STATION.  IT IS 17 FEET WEST OF THE EDGE OF THE BANK OF
 BW2372'THE RIVER, 1.5 FEET EAST OF A FENCE AND 1 FOOT NORTH OF
 BW2372'A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BW2372'DISK, STAMPED DISHRUNE NO 1 1948 PROJECTING 4 INCHES.
 BW2372'
 BW2372'REFERENCE MARK NO. 2 IS 115.9 FEET SOUTHWEST OF THE STATION.
 BW2372'IT IS 90 FEET NORTHWEST OF THE NORTHWEST RAIL, 77 FEET WEST
 BW2372'OF A 40 INCH OAK, 34 FEET EAST OF A 30 INCH OAK, 4.5 FEET
 BW2372'SOUTHEAST OF A 12 INCH PINE AND 1 FOOT SOUTHEAST OF A METAL
 BW2372'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2372'STAMPED DISHRUNE NO 2 1948 PROJECTING 5 INCHES.
 BW2372'
 BW2372'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 181.93
 BW2372'FEET.
 BW2372'
 BW2372'BM Y 57 1935 (C AND GS) IS 114.08 FEET EAST OF THE STATION
 BW2372'BY TRAVERSE CONNECTION.  IT IS 9.5 FEET SOUTHEAST OF THE
 BW2372'SOUTHEAST RAIL, 4 FEET NORTHWEST OF THE SOUTHEAST END OF
 BW2372'THE PIER, SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 BW2372'SOUTHEAST CONCRETE PIER OF ILLINOIS CENTRAL RAILROAD BRIDGE
 BW2372'NO. 52.9 AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 BW2372'STAMPED 129.173 Y 57 1935
 BW2372'
 BW2372'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT
 BW2372'IS 130 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 73 FEET NORTHEAST
 BW2372'OF THE CENTER OF A TRACK ROAD, 121 FEET EAST OF THE MOST
 BW2372'NORTHERN GATE POST, 166 FEET EAST NORTHEAST OF POLE NO. 765,
 BW2372'81 FEET SOUTHEAST OF A FENCE AND 1 FOOT EAST OF A METAL
 BW2372'WITNESS POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE
 BW2372'AZIMUTH MARK.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED
 BW2372'DISHRUNE 1948 FLUSH WITH THE GROUND.
 BW2372'
 BW2372'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON,
 BW2372'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION
 BW2372'OF U.S. HIGHWAY 61.  TURN RIGHT (SOUTH) AND CONTINUE ON
 BW2372'U.S. HIGHWAY 61 FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY
 BW2372'547.  TURN LEFT (EAST) AND CONTINUE ON STATE HIGHWAY 547
 BW2372'FOR 7.2 MILES TO A CROSSROADS ABOUT 100 YARDS BEYOND THE
 BW2372'CROSSING OF THE ICRR TRACK IN PATTISON.  TURN LEFT AND CONTINUE
 BW2372'NORTHEAST AND EAST ON A BLACKTOP ROAD FOR 1.4 MILES TO A
 BW2372'NARROW GRAVELED ROAD ON THE LEFT.  TURN LEFT (NORTH) AND
 BW2372'CONTINUE ON A NARROW GRAVELED ROAD FOR 0.6 MILE TO A FORK
 BW2372'JUST BEFORE REACHING A FRAME HOUSE ON THE LEFT.  TAKE THE
 BW2372'RIGHT FORK AND CONTINUE NORTH AND NORTHWEST ON A PASTURE
 BW2372'ROAD FOR 0.55 MILE TO A WOODEN GATE JUST BEFORE REACHING
 BW2372'THE RAILROAD TRACK AND THE AZIMUTH ON THE RIGHT.  THENCE
 BW2372'NORTHEAST ALONG THE ICRR FOR 0.4 MILE TO A BRIDGE OVER
 BW2372'LITTLE BAYOU PIERRE RIVER AND THE STATION ON THE LEFT.
 BW2372'
 BW2372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES
 BW2372'NORTHEAST OF PATTISON
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1892 ***********************************************************************
 BH1892  DESIGNATION -  DISK
 BH1892  PID         -  BH1892
 BH1892  STATE/COUNTY-  MS/JACKSON
 BH1892  USGS QUAD   -  DOG KEYS PASS (1970)
 BH1892
 BH1892                         *CURRENT SURVEY CONTROL
 BH1892  ___________________________________________________________________
 BH1892* NAD 83(1993)-  30 14 40.72285(N)    088 46 31.87007(W)     ADJUSTED  
 BH1892* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 BH1892  ___________________________________________________________________
 BH1892  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BH1892  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1892  HORZ ORDER  -  THIRD
 BH1892
 BH1892.The horizontal coordinates were established by classical geodetic methods
 BH1892.and adjusted by the National Geodetic Survey in May 1994.
 BH1892
 BH1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1892
 BH1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1892
 BH1892.The geoid height was determined by GEOID03.
 BH1892
 BH1892;                    North         East     Units Scale Factor Converg.
 BH1892;SPC MS E     -    82,541.436   305,564.234   MT  0.99995038   +0 01 44.8
 BH1892;SPC MS E     -   270,804.69  1,002,505.32   sFT  0.99995038   +0 01 44.8
 BH1892;UTM  16      - 3,347,228.077   329,163.278   MT  0.99996007   -0 53 40.3
 BH1892
 BH1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1892!SPC MS E     -   1.00000388  x   0.99995038  =   0.99995426
 BH1892!UTM  16      -   1.00000388  x   0.99996007  =   0.99996395
 BH1892
 BH1892                          SUPERSEDED SURVEY CONTROL
 BH1892
 BH1892  NAD 83(1993)-  30 14 40.73683(N)    088 46 31.86366(W) AD(       ) 3
 BH1892  NAD 83(1986)-  30 14 40.74279(N)    088 46 31.85935(W) AD(       ) 3
 BH1892  NGVD 29 (09/20/87)    3.     (m)           10.     (f) VERT ANG    3  
 BH1892
 BH1892.Superseded values are not recommended for survey control.
 BH1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1892.See file dsdata.txt to determine how the superseded data were derived.
 BH1892
 BH1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2916347228(NAD 83)
 BH1892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH1892_SETTING: 0 = UNSPECIFIED SETTING
 BH1892_SP_SET: CONCRETE-FILLED 3-INCH PVC PIPE
 BH1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1892
 BH1892  HISTORY     - Date     Condition        Report By
 BH1892  HISTORY     - 1986     MONUMENTED       NPS
 BH1892
 BH1892                          STATION DESCRIPTION
 BH1892
 BH1892'DESCRIBED BY NATIONAL PARK SERVICE 1986 (WVH)
 BH1892'THE STATION IS LOCATED AT THE WEST END OF HORN ISLAND.
 BH1892'THE ISLAND IS A PART OF THE NATIONAL PARK SERVICES BARRIER ISLANDS
 BH1892'NATIONAL SEASHORE JURISDICTION.
 BH1892'
 BH1892'THE STATION CAN ONLY BE REACHED SAFELY BY BOAT OR HELICOPTER.
 BH1892'
 BH1892'THE STATION IS A STANDARD NATIONAL PARK SERVICE DISK SET ON TOP
 BH1892'OF A 3 INCH PVC PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 BH1892'10 INCHES ABOVE THE EXISTING GROUND.  THE STATION IS APPROXIMATELY
 BH1892'450 METERS EAST OF THE WEST END OF THE ISLAND AND 200 FEET SOUTH
 BH1892'OF THE MHWL.  A STANDARD METAL WITNESS SIGN WAS ATTACHED TO A
 BH1892'WOOD POST 5.0 FEET SOUTH OF THE STATION.
 BH1892'
 BH1892'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BH1892'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2243 ***********************************************************************
 BW2243  DESIGNATION -  DIVIDE
 BW2243  PID         -  BW2243
 BW2243  STATE/COUNTY-  MS/LAWRENCE
 BW2243  USGS QUAD   -  TOPEKA (1970)
 BW2243
 BW2243                         *CURRENT SURVEY CONTROL
 BW2243  ___________________________________________________________________
 BW2243* NAD 83(1993)-  31 26 45.97195(N)    090 09 52.90340(W)     ADJUSTED  
 BW2243* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 BW2243  ___________________________________________________________________
 BW2243  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BW2243  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW2243  HORZ ORDER  -  SECOND
 BW2243
 BW2243.The horizontal coordinates were established by classical geodetic methods
 BW2243.and adjusted by the National Geodetic Survey in May 1994.
 BW2243
 BW2243.The orthometric height was scaled from a topographic map.
 BW2243
 BW2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2243
 BW2243.The geoid height was determined by GEOID03.
 BW2243
 BW2243;                    North         East     Units Scale Factor Converg.
 BW2243;SPC MS W     -   215,747.518   716,029.388   MT  0.99995317   +0 05 16.7
 BW2243;SPC MS W     -   707,831.65  2,349,173.08   sFT  0.99995317   +0 05 16.7
 BW2243;UTM  15      - 3,482,523.068   769,457.593   MT  1.00049564   +1 28 48.2
 BW2243
 BW2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2243!SPC MS W     -   0.99998308  x   0.99995317  =   0.99993625
 BW2243!UTM  15      -   0.99998308  x   1.00049564  =   1.00047871
 BW2243
 BW2243:                Primary Azimuth Mark                     Grid Az
 BW2243:SPC MS W     -  DIVIDE AZ MK                             006 54 01.1
 BW2243:UTM  15      -  DIVIDE AZ MK                             005 30 29.6
 BW2243
 BW2243|---------------------------------------------------------------------|
 BW2243| PID    Reference Object                     Distance      Geod. Az  |
 BW2243|                                                           dddmmss.s |
 BW2243| CY3460 DIVIDE AZ MK                                       0065917.8 |
 BW2243| CY3461 DIVIDE AZ MK RESET                                 0090627.5 |
 BW2243| CY3464 DIVIDE RM 3                          17.377 METERS 08307     |
 BW2243| CY3462 DIVIDE RM 1                          31.644 METERS 08352     |
 BW2243| CY3463 DIVIDE RM 2                          34.486 METERS 33639     |
 BW2243|---------------------------------------------------------------------|
 BW2243
 BW2243                          SUPERSEDED SURVEY CONTROL
 BW2243
 BW2243  NAD 83(1986)-  31 26 45.98733(N)    090 09 52.90040(W) AD(       ) 2
 BW2243  NAD 27      -  31 26 45.36800(N)    090 09 52.58300(W) AD(       ) 2
 BW2243
 BW2243.Superseded values are not recommended for survey control.
 BW2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2243.See file dsdata.txt to determine how the superseded data were derived.
 BW2243
 BW2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6945882523(NAD 83)
 BW2243_MARKER: DS = TRIANGULATION STATION DISK
 BW2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2243
 BW2243  HISTORY     - Date     Condition        Report By
 BW2243  HISTORY     - 1946     MONUMENTED       CGS
 BW2243  HISTORY     - 1954     GOOD             CGS
 BW2243  HISTORY     - 1955     GOOD             CGS
 BW2243  HISTORY     - 1973     GOOD             MSHD
 BW2243
 BW2243                          STATION DESCRIPTION
 BW2243
 BW2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2243'THIS STATION IS ABOUT 2 MILES NW OF DIVIDE, ABOUT 7-1/2
 BW2243'MILES SSW OF MONTICELLO, IN SECTION 35, ON LAND BELONGING
 BW2243'TO A.H. SMITH, AND ON THE OPPOSITE SIDE OF ROAD FROM A SAWMILL
 BW2243'IN THE SW CORNER OF A SMALL WOODED PLOT OF LAND.  IT IS
 BW2243'39 FEET E OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY
 BW2243'27, 18 FEET NE OF A FENCE CORNER, 70 FEET N OF A MACHINE
 BW2243'SHOP, 61 FEET N OF A POWER-LINE POLE, AND 6 FEET E OF A
 BW2243'STANDARD REFERENCE POST.
 BW2243'
 BW2243'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2243'DIVIDE 1946, AND PROJECTS 2 INCHES.  UNDERGROUND MARK IS
 BW2243'A BRONZE STATION DISK SET IN CONCRETE.
 BW2243'
 BW2243'REFERENCE MARK 1 IS 103.82 FEET (31.644 METERS) E OF THE
 BW2243'STATION, ALONG THE S SIDE OF THE WOODED PLOT, AND 1 FOOT
 BW2243'N OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN
 BW2243'CONCRETE, STAMPED DIVIDE NO 1 1946, AND PROJECTS 6 INCHES.
 BW2243'
 BW2243'REFERENCE MARK 2 IS 114.15 FEET (34.793 METERS) N OF THE
 BW2243'STATION, 1 FOOT W OF A FENCE LINE, 25 FEET E OF THE CENTER
 BW2243'LINE OF STATE HIGHWAY 27, AND 96 FEET SE OF THE INTERSECTION
 BW2243'OF HIGHWAY 27 AND A SIDE ROAD.  IT IS A BRONZE REFERENCE
 BW2243'DISK SET IN CONCRETE, STAMPED DIVIDE NO 2 1946, AND PROJECTS
 BW2243'8 INCHES.
 BW2243'
 BW2243'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE N OF THE STATION,
 BW2243'ON THE W SIDE OF STATE HIGHWAY 27, AND DIRECTLY ACROSS THE
 BW2243'ROAD FROM A YELLOW FARMHOUSE.  THE MARK IS 25 FEET W OF THE
 BW2243'APPROXIMATE CENTER LINE OF HIGHWAY 27, 26 FEET S OF A 20-INCH
 BW2243'OAK TREE, AND 3 FEET S OF A STANDARD REFERENCE POST.  IT
 BW2243'IS A BRONZE AZIMUTH DISK DISK SET IN CONCRETE, STAMPED DIVIDE
 BW2243'1946, AND PROJECTS 6 INCHES.
 BW2243'
 BW2243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 BW2243'AND U.S. HIGHWAY 84 IN MONTICELLO, GO S ON HIGHWAY 27 FOR
 BW2243'9.4 MILES TO STATION ON THE LEFT AS DESCRIBED.
 BW2243'
 BW2243'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON HIGHWAY
 BW2243'27 FOR 0.2 MILE TO THE MARK ON THE W SIDE OF THE ROAD AS
 BW2243'DESCRIBED.
 BW2243'
 BW2243'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2243
 BW2243                          STATION RECOVERY (1954)
 BW2243
 BW2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 BW2243'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BW2243'CONDITION.
 BW2243'
 BW2243'THE AZIMUTH MARK DIVIDE 1946 AND REFERENCE MARK DIVIDE NO
 BW2243'1 1946 WERE DESTROYED TO PERMIT NEW HIGHWAY CONSTRUCTION,
 BW2243'AND A NEW AZIMUTH MARK DIVIDE 1946 RESET 1954 AND A NEW
 BW2243'REFERENCE MARK DIVIDE NO 3 1946 WERE ESTABLISHED.
 BW2243'
 BW2243'A DISCREPANCY WAS FOUND IN THE MEASUREMENT OF REFERENCE
 BW2243'MARK DIVIDE NO 2 1946 AS SHOWN BELOW.
 BW2243'
 BW2243'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHWEST
 BW2243'OF MONTICELLO AND 2 MILES NORTHWEST OF DIVIDE, ON LAND OWNED
 BW2243'BY A.H. SMITH.  IT IS ACROSS A ROAD FROM THE SITE OF AN
 BW2243'OLD SAW MILL, 70.0 FEET NORTH OF A MACHINE SHOP, 61.0 FEET
 BW2243'NORTH OF A POWERLINE POLE AND 40.0 FEET EAST OF THE CENTER
 BW2243'OF STATE ROUTE NO. 27.  IT PROJECTS 4 INCHES AND IS STAMPED
 BW2243'DIVIDE 1946.
 BW2243'
 BW2243'REFERENCE MARK NO. 2 IS 96.0 FEET SOUTHEAST OF THE CENTER
 BW2243'OF A ROAD INTERSECTION AND 25.0 FEET EAST OF THE CENTER
 BW2243'OF STATE ROUTE NO. 27.  IT PROJECTS 6 INCHES AND IS STAMPED
 BW2243'DIVIDE NO 2 1946.
 BW2243'
 BW2243'REFERENCE MARK NO. 3 IS 75.0 FEET NORTH OF THE NORTHEAST
 BW2243'CORNER OF A MACHINE SHOP.  IT IS SET FLUSH WITH THE SURFACE
 BW2243'OF THE GROUND AND IS STAMPED DIVIDE NO 3 1946.
 BW2243'
 BW2243'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK
 BW2243'NO. 3 IS 140.3 FEET.
 BW2243'
 BW2243'THE AZIMUTH MARK IS LOCATED IN THE FARM YARD OF MR. C.W.
 BW2243'PEVEY, 25.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 27,
 BW2243'18.0 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY AND 11.0
 BW2243'FEET WEST OF A PINE TREE.  IT IS SET FLUSH WITH THE SURFACE
 BW2243'OF THE GROUND AND IS STAMPED DIVIDE 1946 RESET 1954.
 BW2243'
 BW2243'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO.
 BW2243'27 AND U.S. HIGHWAY NO. 84 IN MONTICELLO, GO SOUTH ON STATE
 BW2243'ROUTE NO. 27 FOR 9.4 MILES TO THE STATION ON THE LEFT AS
 BW2243'DESCRIBED.
 BW2243'
 BW2243'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 BW2243'ROUTE NO. 27 FOR 0.2 MILE AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW2243
 BW2243                          STATION RECOVERY (1955)
 BW2243
 BW2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2243'THE STATION WAS VISITED AND ALL THE MARKS DESCRIBED IN THE
 BW2243'1954 RECOVERY NOTE BY R.L.E. WERE FOUND IN GOOD CONDITION.
 BW2243'DUE TO THE RELOCATION OF STATE HIGHWAY 27 CHANGES IN THE
 BW2243'DESCRIPTION ARE NECCESSARY.
 BW2243'
 BW2243'A NEW DESCRIPTION FOLLOWS--
 BW2243'
 BW2243'THE STATION IS LOCATED ABOUT 8 MILES SSW OF MONTICELLO AND
 BW2243'2 MILES NW OF THE VILLAGE OF DIVIDE ON LAND OWNED BY A.H.
 BW2243'SMITH.  IT IS IN A SMALL STRIP OF LAND NORTH OF THE SMITHS
 BW2243'GROCERY STORE, BETWEEN A GRAVELED ROAD (OLD STATE HIGHWAY
 BW2243'27) AND STATE HIGHWAY 27 AND E. OF A SAW MILL SITE.  IT IS
 BW2243'40 FEET NNW OF A 30-INCH OAK TREE, 79 FEET N. OF THE NW
 BW2243'CORNER OF THE MAIN PART OF AN OLD BUILDING WITH A TIN ROOF,
 BW2243'60 FEET N. OF A POWER POLE WITH A TRANSFORMER AND LIGHT
 BW2243'METER, 111 FEET W OF THE CENTERLINE OF STATE HIGHWAY 27
 BW2243'AND 35 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.  IT
 BW2243'IS A STANDARD DISK, STAMPED DIVIDE 1946, PROJECTING 4
 BW2243'INCHES.
 BW2243'
 BW2243'REFERENCE MARK NO. 2 IS 113.14 FEET N. OF THE STATION, 17
 BW2243'FEET E. OF THE CENTER OF THE GRAVELED ROAD, 140 FEET W.
 BW2243'OF THE CENTERLINE OF STATE HIGHWAY 27 AND 100 FEET SSE OF
 BW2243'THE INTERSECTION OF THE GRAVELED ROAD AND A ROAD LEADING
 BW2243'WEST.  IT IS A STANDARD DISK, STAMPED DIVIDE NO 2 1946,
 BW2243'PROJECTING 6 INCHES.
 BW2243'
 BW2243'REFERENCE MARK NO. 3 IS 56.98 FEET E. OF THE STATION, 54
 BW2243'FEET W. OF THE CENTERLINE OF STATE HIGHWAY 27 AND 75 FEET
 BW2243'NNE OF THE NE CORNER OF THE OLD BUILDING WITH THE TIN ROOF.
 BW2243'IT IS A STANDARD DISK, STAMPED DIVIDE NO 3 1946, FLUSH WITH
 BW2243'THE GROUND.
 BW2243'
 BW2243'THE AZIMUTH MARK IS 0.2 MILE N. OF THE STATION, AT THE NORTH
 BW2243'END OF A CIRCULAR DRIVEWAY IN THE FRONT YARD OF MR. C.W.
 BW2243'PEVEY, 63 FEET E OF THE CENTERLINE OF STATE HIGHWAY 27, 17
 BW2243'FEET SW OF THE CENTER OF THE DRIVEWAY, 11 FEET W. OF A PINE TREE,
 BW2243'AND 93 FEET WNW OF THE NW CORNER OF THE PEVEY HOUSE.  IT IS
 BW2243'56 FEET SOUTH OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED
 BW2243'DIVIDE 1946 RESET 1954, FLUSH WITH THE GROUND.
 BW2243'
 BW2243'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BW2243'27 AND U.S. HIGHWAY 84 IN MONTICELLO, GO SOUTH ON STATE
 BW2243'HIGHWAY 27 FOR 7.9 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BW2243'CONTINUE SOUTH FOR 0.2 MILE TO THE STATION MARK ON THE RIGHT.
 BW2243
 BW2243                          STATION RECOVERY (1973)
 BW2243
 BW2243'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 BW2243'THE STATION WAS VISITED 2-16-73 AND THE STATION MARK, REFERENCE
 BW2243'MARK NO. 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2243'REFERENCE MARK NO. 2 WAS NOT FOUND AT THIS DATE AND WAS
 BW2243'PROBABLY DESTROYED WHEN A SMALL BUILDING WAS BUILT.  REFERENCE
 BW2243'MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 BW2243'FOLLOWS--
 BW2243'
 BW2243'THE STATION IS LOCATED 8.2 MILES SOUTHWEST OF MONTICELLO,
 BW2243'2.5 MILES NORTHWEST OF THE COMMUNITY OF DIVIDE, JUST NORTH
 BW2243'OF AN ABONDONDED BLOCK (CONCRETE) BUILDING, ON PROPERTY
 BW2243'OWNED BY MRS MARTHA SMITH.  IT IS NEAR THE CENTER OF SECTION
 BW2243'35, T6N., R10E.  IT IS 112.5 FEET WEST OF THE CENTER OF
 BW2243'STATE HIGHWAY 27, 155 FEET SOUTH OF THE CENTER OF A GRAVELED
 BW2243'ROAD, 186 FEET NORTH OF HE NORTHWEST CORNER OF THE ABONDONED
 BW2243'BLOCK BUILDING, 47 FEET SOUTH-SOUTHWEST OF A POWER SERVICE
 BW2243'POLE, 23 FEET EAST OF A POWER POLE WITH A TRANSFORMER AND
 BW2243'A METER AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BW2243'TRIANGULATION STATION DISK STAMPED DIVIDE 1946, PROJECTING
 BW2243'3 INCHES.
 BW2243'
 BW2243'REFERENCE MARK NO. 3 IS 57.02 FEET EAST OF THE STATION.  IT
 BW2243'IS 55.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 127
 BW2243'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 79.5 FEET EAST
 BW2243'OF A POWER POLE WITH A TRANSFORMER AND A METER 14 FEET EAST
 BW2243'OF A 12-INCH PINE TREE, 37 FEET SOUTHEAST OF A 12-INCH OAK
 BW2243'TREE, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BW2243'REFERENCE MARK DISK STAMPED DIVIDE NO 3 1946, PROJECTING 2
 BW2243'INCHES.
 BW2243'
 BW2243'REFERENCE MARK NO. 4 IS 49.56 FEET NORTH OF THE STATION.
 BW2243'IT IS 110 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 105
 BW2243'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 23.5 FEET SSE
 BW2243'OF THE SE CORNER OF A FRAME BUILDING, 60 FEET NORTHEAST OF
 BW2243'A POWER POLE WITH A TRANSFORMER A ND GUY WIRES, 3 FEET NORTHEAST
 BW2243'OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BW2243'IT IS A REFERENCE MARK DISK STAMPED DIVIDE 1946 NO 4 1973,
 BW2243'PROJECTING 3 INCHES.
 BW2243'
 BW2243'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS
 BW2243'46.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 27, 85 FEET
 BW2243'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 71 FEET
 BW2243'SSE OF A POWER POLE, 15 FEET SSE OF A 5-INCH CEDAR TREE,
 BW2243'17 FEET SOUTHWEST OF THE CENTER OF AN ABANDONDED DRIVEWAY
 BW2243'AND 38 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 BW2243'OF THE BRICK HOUSE.  IT IS AN AZIMUTH MARK DISK STAMPED
 BW2243'DIVIDE 1946 RESET 1954 AND IS FLUSH WITH THE GROUND.
 BW2243'
 BW2243'TO REACH FROM THE COURTHOUSE IN MONTICELLO GO WEST ON U.S.
 BW2243'HIGHWAY 84 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BW2243'27, TURN LEFT AND GO S SOUTH ON STATE HIGHWAY 27 FOR 6.5
 BW2243'MILES TO A CROSSROADS, CONTINUE SOUTH ON STATE HIGHWAY 27
 BW2243'FOR 1.8 MILES TO A BRICK HOUSE AND THE AZIMUTH MARK ON THE
 BW2243'LEFT, CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE
 BW2243'RIGHT JUST BEYOND A GRAVELED ROAD ON THE RIGHT.
 BW2243'
 BW2243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.2 MILES
 BW2243'SW OF MONTICELLO
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1637 ***********************************************************************
 BV1637  CBN         -  This is a Cooperative Base Network Control Station.
 BV1637  DESIGNATION -  DIXIE
 BV1637  PID         -  BV1637
 BV1637  STATE/COUNTY-  MS/FORREST
 BV1637  USGS QUAD   -  BROOKLYN (1983)
 BV1637
 BV1637                         *CURRENT SURVEY CONTROL
 BV1637  ___________________________________________________________________
 BV1637* NAD 83(2007)-  31 00 04.88561(N)    089 12 05.01149(W)     ADJUSTED  
 BV1637* NAVD 88     -        71.687  (meters)     235.19   (feet)  ADJUSTED  
 BV1637  ___________________________________________________________________
 BV1637  EPOCH DATE  -        2002.00
 BV1637  X           -      76,267.433 (meters)                     COMP
 BV1637  Y           -  -5,471,419.586 (meters)                     COMP
 BV1637  Z           -   3,266,044.992 (meters)                     COMP
 BV1637  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BV1637  ELLIP HEIGHT-          43.693 (meters)          (02/10/07) ADJUSTED
 BV1637  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BV1637  DYNAMIC HT  -          71.594 (meters)     234.89  (feet)  COMP
 BV1637
 BV1637  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1637  Type    PID    Designation                      North   East  Ellip
 BV1637  -------------------------------------------------------------------
 BV1637  NETWORK BV1637 DIXIE                             0.49   0.55   1.86
 BV1637  -------------------------------------------------------------------
 BV1637  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BV1637
 BV1637  VERT ORDER  -  SECOND    CLASS II
 BV1637
 BV1637.The horizontal coordinates were established by GPS observations
 BV1637.and adjusted by the National Geodetic Survey in February 2007.
 BV1637
 BV1637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1637.The horizontal coordinates are valid at the epoch date displayed above.
 BV1637.The epoch date for horizontal control is a decimal equivalence
 BV1637.of Year/Month/Day.
 BV1637
 BV1637.The orthometric height was determined by differential leveling
 BV1637.and adjusted in May 1996.
 BV1637.WARNING-GPS observations at this control monument resulted in a GPS
 BV1637.derived orthometric height which differed from the leveled height by
 BV1637.more than one decimeter (0.1 meter).
 BV1637
 BV1637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1637
 BV1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1637
 BV1637.The ellipsoidal height was determined by GPS observations
 BV1637.and is referenced to NAD 83.
 BV1637
 BV1637.The geoid height was determined by GEOID03.
 BV1637
 BV1637.The dynamic height is computed by dividing the NAVD 88
 BV1637.geopotential number by the normal gravity value computed on the
 BV1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1637.degrees latitude (g = 980.6199 gals.).
 BV1637
 BV1637.The modeled gravity was interpolated from observed gravity values.
 BV1637
 BV1637;                    North         East     Units Scale Factor Converg.
 BV1637;SPC MS E     -   166,485.337   264,850.962   MT  0.99996523   -0 11 22.5
 BV1637;SPC MS E     -   546,210.64    868,931.86   sFT  0.99996523   -0 11 22.5
 BV1637;UTM  16      - 3,431,832.633   289,820.289   MT  1.00014494   -1 08 03.3
 BV1637
 BV1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1637!SPC MS E     -   0.99999314  x   0.99996523  =   0.99995837
 BV1637!UTM  16      -   0.99999314  x   1.00014494  =   1.00013808
 BV1637
 BV1637|---------------------------------------------------------------------|
 BV1637| PID    Reference Object                     Distance      Geod. Az  |
 BV1637|                                                           dddmmss.s |
 BV1637| CF9562 DIXIE RM 1                           24.802 METERS 01353     |
 BV1637| BH3355 DIXIE AZ MK                                        1805626.4 |
 BV1637| BV1898 DIXIE RM 2                           29.194 METERS 18232     |
 BV1637| BV1636 SUB BASE MARK A 485 3 1943           83.384 METERS 20317     |
 BV1637| BV1897 DIXIE RM 3                           45.348 METERS 22956     |
 BV1637| BV1899 DIXIE RM 4                           44.080 METERS 30635     |
 BV1637|---------------------------------------------------------------------|
 BV1637
 BV1637                          SUPERSEDED SURVEY CONTROL
 BV1637
 BV1637  ELLIP H (04/15/02)   43.714  (m)                       GP(       ) 4 2
 BV1637  ELLIP H (02/15/02)   43.710  (m)                       GP(       ) 4 1
 BV1637  NAD 83(1993)-  31 00 04.88537(N)    089 12 05.01115(W) AD(       ) B
 BV1637  ELLIP H (01/12/94)   43.744  (m)                       GP(       ) 4 1
 BV1637  NAD 83(1986)-  31 00 04.90205(N)    089 12 05.00948(W) AD(       ) 2
 BV1637  NAD 27      -  31 00 04.23500(N)    089 12 04.80700(W) AD(       ) 2
 BV1637
 BV1637.Superseded values are not recommended for survey control.
 BV1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1637.See file dsdata.txt to determine how the superseded data were derived.
 BV1637
 BV1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8982031833(NAD 83)
 BV1637_MARKER: DS = TRIANGULATION STATION DISK
 BV1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1637_SP_SET: SQUARE CONCRETE MONUMENT
 BV1637_STAMPING: DIXIE 1943
 BV1637_MARK LOGO: CGS   
 BV1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1637+STABILITY: SURFACE MOTION
 BV1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1637+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1637
 BV1637  HISTORY     - Date     Condition        Report By
 BV1637  HISTORY     - 1943     MONUMENTED       CGS
 BV1637  HISTORY     - 1943     GOOD             CGS
 BV1637  HISTORY     - 1956     GOOD             CGS
 BV1637  HISTORY     - 1963     GOOD             CGS
 BV1637  HISTORY     - 1964     GOOD             MSHD
 BV1637  HISTORY     - 19921119 GOOD             MSHD
 BV1637  HISTORY     - 19930506 GOOD
 BV1637  HISTORY     - 20000701 GOOD             MSHD
 BV1637  HISTORY     - 20010716 GOOD             PROFLN
 BV1637  HISTORY     - 20040120 GOOD             DUNGAN
 BV1637  HISTORY     - 20080201 GOOD             MSDOT
 BV1637
 BV1637                          STATION DESCRIPTION
 BV1637
 BV1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1637'STATION IS LOCATED ABOUT 10 MILES N AND 4 MILES W OF WIGGINS, ON THE
 BV1637'E SIDE OF U.S. HIGHWAY 49, 5.0 FEET E OF A STANDARD REFERENCE POST,
 BV1637'22.8 FEET S OF A TRIANGULAR BLAZE ON A 10-INCH PINE TREE AND 56.0
 BV1637'FEET E OF THE CENTER OF HIGHWAY 49. THE DISK IS STAMPED DIXIE
 BV1637'1943.
 BV1637'
 BV1637'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1637'SET IN CONCRETE.
 BV1637'
 BV1637'REFERENCE MARK NO. 1 IS 81.37 FEET NE OF THE STATION AND 75.6 FEET
 BV1637'E OF THE CENTER OF THE ROAD. THE DISK IS STAMPED DIXIE NO. 1, 1943.
 BV1637'
 BV1637'REFERENCE MARK NO. 2 IS 95.78 FEET S OF THE STATION, 51.0 FEET E OF
 BV1637'THE CENTER OF THE ROAD. THE DISK IS STAMPED DIXIE NO. 2, 1943.
 BV1637'
 BV1637'AZIMUTH MARK IS ABOUT 0.7 MILE S OF THE STATION, 71.5 FEET W OF THE
 BV1637'CENTER OF U.S. HIGHWAY 49, 2.5 FEET N OF A STANDARD REFERENCE POST.
 BV1637'THE DISK IS STAMPED DIXIE 1943.
 BV1637'
 BV1637'SUB BASE MARK A 485 3 IS 273.57 FEET SW OF THE STATION, 51 FEET W OF
 BV1637'THE CENTER OF U.S. HIGHWAY 49, 22 FEET S OF THE DIRT ROAD.
 BV1637'
 BV1637'THE DISK IS STAMPED SUB BASE A 485 3.
 BV1637'
 BV1637'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BV1637'ROUTE 26 IN WIGGINS, GO NORTHWESTERLY ON U.S. HIGHWAY 49 FOR 10.9
 BV1637'MILES TO CROSSROADS AND STATION ON THE E SIDE OF HIGHWAY 49 AND
 BV1637'ABOUT 200 FEET N OF THE DIRT ROAD.
 BV1637'
 BV1637'TO REACH AZIMUTH MARK FROM THE STATION GO S ON HIGHWAY 49 FOR 0.7
 BV1637'MILE TO AZIMUTH MARK ON THE RIGHT.
 BV1637'
 BV1637'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1637
 BV1637                          STATION RECOVERY (1943)
 BV1637
 BV1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BV1637'RECOVERED IN GOOD CONDITION.
 BV1637
 BV1637                          STATION RECOVERY (1956)
 BV1637
 BV1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1637'THE STATION WAS VISITED ON SEPTEMBER 20, 1956, AND THE STATION MARK,
 BV1637'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BV1637'CONDITION. SUB BASE MARK A 485 3 WAS NOT FOUND AT THIS DATE, AND
 BV1637'BELIEVED TO HAVE BEEN DESTROYED WHEN THE DRIVEWAY WAS GRADED TO
 BV1637'THE OHIO OIL CO. CAMP. THE 1943 DESCRIPTION IS ADEQUATE WITH A NEW
 BV1637'DESCRIPTION OF THE AZIMUTH MARK AND A CORRECTED DESCRIPTION
 BV1637'TO REACH THE STATION, WHICH FOLLOW--
 BV1637'
 BV1637'THE AZIMUTH MARK IS 0.85 MI. S OF THE STATION, 71 FT. W OF THE
 BV1637'CENTERLINE OF U.S. HIGHWAY 49, 27 FT. E OF A FENCE LINE, 92 FT. S-SE
 BV1637'OF A POWER POLE, AND 54 FT. N-NW OF A LONE PINE TREE. IT IS A
 BV1637'STANDARD DISK, STAMPED DIXIE 1943 AND PROJECTING 3 IN.
 BV1637'
 BV1637'TO REACH THE STATION FROM THE RAILROAD STATION IN WIGGINS, GO N ON
 BV1637'U.S. HIGHWAY 49 FOR 10.2 MI. TO THE AZIMUTH MARK ON THE LEFT,
 BV1637'CONTINUE N ON U.S. HIGHWAY 49 FOR 0.85 MI. TO THE STATION ON THE
 BV1637'RIGHT, ACROSS THE HIGHWAY FROM THE OHIO OIL CO. CAMP, AND 9 FT. S
 BV1637'OF THE PROJECTED PLANE OF THE N SIDE OF THE SECOND HOUSE FROM THE S
 BV1637'END OF A ROW OF HOUSES.
 BV1637
 BV1637                          STATION RECOVERY (1963)
 BV1637
 BV1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BV1637'THE STATION WAS VISITED 2-12-63 AND THE STATION, REFERENCE MARKS NO.
 BV1637'1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. SUB BASE
 BV1637'MARK A 485-3 WAS NOT FOUND AT THIS DATE. REFERENCE MARK NO. 1 WAS
 BV1637'DESTROYED AND THE DISK RECLAIMED. REFERENCE MARKS NO. 3 AND 4 WERE
 BV1637'ESTABLISHED AT THIS DATE. A NEW DESCRIPTION FOLLOWS--
 BV1637'
 BV1637'THE STATION IS LOCATED 11 MILES NORTH ALONG U.S. HIGHWAY 49 FROM THE
 BV1637'RAILROAD STATION AT WIGGINS, ACROSS THE HIGHWAY FROM THE OHIO OIL
 BV1637'CO.  AND IN THE NEUTRAL GROUND OF THE FOUR LANES OF THE HIGHWAY, 54.5
 BV1637'FEET WEST OF THE CENTERLINE OF THE NORTH BOUND LANE, 55.5 FEET EAST
 BV1637'OF THE CENTERLINE OF THE SOUTH BOUND LANE, 156.5 FEET SOUTH OF
 BV1637'THE PROJECTED CENTERLINE OF THE NORTH ENTRANCE TO THE OIL
 BV1637'COMPANY, 205 FEET NORTH OF THE PROJECTED CENTERLINE OF THE SOUTH
 BV1637'ENTRANCE TO THE OIL COMPANY, 9 FEET SOUTH OF THE PROJECTED PLANE
 BV1637'OF THE NORTH WALL OF THE SECOND HOUSE NORTH OF THE SOUTH END OF A
 BV1637'ROW OF HOUSES AND 1 FOOT SOUTH OF A METAL WITNESS POST. IT IS A
 BV1637'STANDARD DISK, STAMPED DIXIE 1943, PROJECTING 6 INCHES.
 BV1637'
 BV1637'REFERENCE MARK NO. 2 IS 95.78 FEET SOUTH OF THE STATION, 50.5 FEET
 BV1637'EAST OF THE CENTERLINE OF SOUTH BOUND LANE, 124 FEET NORTH OF THE
 BV1637'PROJECTED CENTERLINE OF THE SOUTH ENTRANCE TO THE OIL COMPANY AND
 BV1637'1.5 FEET WEST OF A METAL WITNESS POST. IT IS A STANDARD DISK,
 BV1637'STAMPED DIXIE NO 2 1943, PROJECTING 6 INCHES.
 BV1637'
 BV1637'REFERENCE MARK NO. 3 IS 148.78 FEET SOUTHWEST OF THE STATION, 59.5
 BV1637'FEET WEST OF THE CENTERLINE OF THE NORTH BOUND LANE, 123 FEET NORTH
 BV1637'OF THE CENTER OF THE SOUTH ENTRANCE TO THE OIL COMPANY, 92 FEET
 BV1637'NORTH OF A POWER POLE WITH TWO TRANSFORMERS, 1 FOOT EAST OF A WIRE
 BV1637'FENCE, AND ON THE PROJECTED PLANE OF THE NORTH WALL OF THE MOST
 BV1637'SOUTHERN HOUSE IN THE ROW OF HOUSES. IT IS A STANDARD DISK,
 BV1637'STAMPED DIXIE NO 3 1943, PROJECTING 3 INCHES.
 BV1637'
 BV1637'REFERENCE MARK NO. 4 IS 144.62 FEET NORTHWEST OF THE STATION, 59.5
 BV1637'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, 70 FEET SOUTH
 BV1637'OF THE CENTERLINE OF THE NORTH ENTRANCE TO THE OIL COMPANY, 53 FEET
 BV1637'SOUTH-SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER THE DRIVEWAY,
 BV1637'22 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BV1637'CENTER HOUSE OF THE ROW OF HOUSES, 1 FOOT EAST OF A WIRE FENCE.
 BV1637'IT IS A STANDARD DISK, STAMPED DIXIE NO 4 1943, PROJECTING 2
 BV1637'INCHES.
 BV1637'
 BV1637'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 182.00 FEET.
 BV1637'
 BV1637'THE AZIMUTH MARK IS 0.85 MILE SOUTH OF THE STATION, 71 FEET WEST OF
 BV1637'THE SOUTH BOUND TRAFFIC LANE, 29 FEET EAST OF A FENCE LINE, 92 FEET
 BV1637'SOUTH-SOUTHEAST OF A POWER POLE, 54 FEET NORTH-NORTHWEST OF A LONE
 BV1637'PINE TREE, AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A
 BV1637'STANDARD DISK STAMPED DIXIE 1943, PROJECTING 3 INCHES.
 BV1637'
 BV1637'TO REACH THE STATION FROM THE RAILROAD STATION AT WIGGINS, GO NORTH
 BV1637'ON U.S. HIGHWAY 49 FOR 10.2 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BV1637'CONTINUE NORTH FOR 0.85 MILE TO THE STATION THE LEFT.
 BV1637
 BV1637                          STATION RECOVERY (1964)
 BV1637
 BV1637'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1637'THE STATION WAS VISITED 10-1-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1637'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1637
 BV1637                          STATION RECOVERY (1992)
 BV1637
 BV1637'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1637'STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF WIGGINS, 3.9
 BV1637'MI (6.3 KM) SOUTH OF BROOKLYN, 1.0 MI (1.6 KM) NORTH OF THE BRIDGE
 BV1637'OVER BEAVERDAM CREEK AND IN THE GRASS MEDIAN OF U.S. HIGHWAY 49.
 BV1637'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 26, AT
 BV1637'WIGGINS, GO NORTH ON U.S. HIGHWAY 49 FOR 7.3 MI (11.7 KM) TO THE
 BV1637'JUNCTION OF STATE HIGHWAY 13 ON THE LEFT, CONTINUE NORTH ON U.S.
 BV1637'HIGHWAY 49 FOR 3.75 MI (6.03 KM) TO THE STATION ON THE LEFT, IN GRASS
 BV1637'MEDIAN OF HIGHWAY.
 BV1637'STATION IS A STANDARD DISK, STAMPED---DIXIE 1943---SET IN TOP OF A
 BV1637'SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES.  IT IS 223.0 FT
 BV1637'(68.0 M) NORTH OF THE CENTER OF A CROSSOVER, 148.0 SOUTH OF THE
 BV1637'PROJECTED CENTER OF ABANDON DRIVEWAY, 110.0 FT (33.5 M) SOUTHEAST OF
 BV1637'A POWER POLE, 55.5 FT (16.9 M) EAST OF THE CENTER OF THE SOUTH BOUND
 BV1637'LANES OF HIGHWAY, 54.5 FT (16.6 M) WEST OF THE CENTER OF THE NORTH
 BV1637'BOUND LANES OF HIGHWAY AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS
 BV1637'POST AND SIGN.
 BV1637
 BV1637                          STATION RECOVERY (1993)
 BV1637
 BV1637'RECOVERED 1993
 BV1637'RECOVERED IN GOOD CONDITION.
 BV1637
 BV1637                          STATION RECOVERY (2000)
 BV1637
 BV1637'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1637'RECOVERED AS DESCRIBED.
 BV1637
 BV1637                          STATION RECOVERY (2001)
 BV1637
 BV1637'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001 (JMT)
 BV1637'RECOVERED IN GOOD CONDITION.
 BV1637
 BV1637                          STATION RECOVERY (2004)
 BV1637
 BV1637'RECOVERY NOTE BY DUNGAN ENGINEERING 2004 (DB)
 BV1637'RECOVERED IN GOOD CONDITION.
 BV1637
 BV1637                          STATION RECOVERY (2008)
 BV1637
 BV1637'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3355 ***********************************************************************
 BH3355  DESIGNATION -  DIXIE AZ MK
 BH3355  PID         -  BH3355
 BH3355  STATE/COUNTY-  MS/FORREST
 BH3355  USGS QUAD   -  BOND (1993)
 BH3355
 BH3355                         *CURRENT SURVEY CONTROL
 BH3355  ___________________________________________________________________
 BH3355* NAD 83(1986)-  30 59 20.     (N)    089 12 05.     (W)     SCALED    
 BH3355* NAVD 88     -        64.570  (meters)     211.84   (feet)  ADJUSTED  
 BH3355  ___________________________________________________________________
 BH3355  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BH3355  DYNAMIC HT  -          64.486 (meters)     211.57  (feet)  COMP
 BH3355  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BH3355
 BH3355  VERT ORDER  -  SECOND    CLASS II
 BH3355
 BH3355.The horizontal coordinates were scaled from a topographic map and have
 BH3355.an estimated accuracy of +/- 6 seconds.
 BH3355
 BH3355.The orthometric height was determined by differential leveling
 BH3355.and adjusted in May 1996.
 BH3355
 BH3355.The geoid height was determined by GEOID03.
 BH3355
 BH3355.The dynamic height is computed by dividing the NAVD 88
 BH3355.geopotential number by the normal gravity value computed on the
 BH3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3355.degrees latitude (g = 980.6199 gals.).
 BH3355
 BH3355.The modeled gravity was interpolated from observed gravity values.
 BH3355
 BH3355;                    North         East    Units  Estimated Accuracy
 BH3355;SPC MS E     -   165,100.      264,850.      MT  (+/- 180 meters Scaled)
 BH3355
 BH3355                          SUPERSEDED SURVEY CONTROL
 BH3355
 BH3355.No superseded survey control is available for this station.
 BH3355
 BH3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV897304(NAD 83)
 BH3355_MARKER: DZ = AZIMUTH MARK DISK
 BH3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3355_SP_SET: SQUARE CONCRETE MONUMENT
 BH3355_STAMPING: DIXIE 1943
 BH3355_MARK LOGO: CGS   
 BH3355_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3355+STABILITY: SURFACE MOTION
 BH3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3355+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1989
 BH3355
 BH3355  HISTORY     - Date     Condition        Report By
 BH3355  HISTORY     - 1943     MONUMENTED       CGS
 BH3355  HISTORY     - 19890323 GOOD             MSHD
 BH3355
 BH3355                          STATION DESCRIPTION
 BH3355
 BH3355'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3355'MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF WIGGINS, ON THE
 BH3355'WEST SIDE OF U.S. HIGHWAY 49, 4.8 MI (7.7 KM) SOUTH OF BROOKLYN, 0.2
 BH3355'MI (0.3 KM) NORTH OF BEAVER DAM CREEK AND IS IN SECTION 4, T 1S, R
 BH3355'12W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S.
 BH3355'HIGHWAY 49, LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S. HIGHWAY
 BH3355'49 BRIDGE OVER STATE HIGHWAY 26, GO NORTH ON U.S. HIGHWAY 49 FOR 2.9
 BH3355'MI (4.7 KM) THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE
 BH3355'TOP OF A SQUARE CONCRETE POST, ABOUT 6.5 FT (2.0 M) ABOVE THE LEVEL
 BH3355'OF THE HIGHWAY, PROJECTING 3 INCHES, 174 FT (53.0 M) SOUTHEAST OF A
 BH3355'POWER POLE, 128 FT (39.0 M) NORTH OF ANOTHER POWER POLE, 71 FT (21.6
 BH3355'M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND 1 FT
 BH3355'(0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1898 ***********************************************************************
 BV1898  DESIGNATION -  DIXIE RM 2
 BV1898  PID         -  BV1898
 BV1898  STATE/COUNTY-  MS/FORREST
 BV1898  USGS QUAD   -  BROOKLYN (1983)
 BV1898
 BV1898                         *CURRENT SURVEY CONTROL
 BV1898  ___________________________________________________________________
 BV1898* NAD 83(1986)-  31 00 05.     (N)    089 12 04.     (W)     SCALED    
 BV1898* NAVD 88     -        71.214  (meters)     233.64   (feet)  ADJUSTED  
 BV1898  ___________________________________________________________________
 BV1898  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BV1898  DYNAMIC HT  -          71.122 (meters)     233.34  (feet)  COMP
 BV1898  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BV1898
 BV1898  VERT ORDER  -  SECOND    CLASS II
 BV1898
 BV1898.The horizontal coordinates were scaled from a topographic map and have
 BV1898.an estimated accuracy of +/- 6 seconds.
 BV1898
 BV1898.The orthometric height was determined by differential leveling
 BV1898.and adjusted in May 1996.
 BV1898
 BV1898.The geoid height was determined by GEOID03.
 BV1898
 BV1898.The dynamic height is computed by dividing the NAVD 88
 BV1898.geopotential number by the normal gravity value computed on the
 BV1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1898.degrees latitude (g = 980.6199 gals.).
 BV1898
 BV1898.The modeled gravity was interpolated from observed gravity values.
 BV1898
 BV1898;                    North         East    Units  Estimated Accuracy
 BV1898;SPC MS E     -   166,490.      264,880.      MT  (+/- 180 meters Scaled)
 BV1898
 BV1898                          SUPERSEDED SURVEY CONTROL
 BV1898
 BV1898.No superseded survey control is available for this station.
 BV1898
 BV1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV898318(NAD 83)
 BV1898_MARKER: DR = REFERENCE MARK DISK
 BV1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1898_SP_SET: SQUARE CONCRETE MONUMENT
 BV1898_STAMPING: DIXIE NO 2 1943
 BV1898_MARK LOGO: CGS   
 BV1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1898+STABILITY: SURFACE MOTION
 BV1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1898+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 BV1898
 BV1898  HISTORY     - Date     Condition        Report By
 BV1898  HISTORY     - 1943     MONUMENTED       CGS
 BV1898  HISTORY     - 19890323 GOOD             MSHD
 BV1898  HISTORY     - 20040120 GOOD             DUNGAN
 BV1898
 BV1898                          STATION DESCRIPTION
 BV1898
 BV1898'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1898'MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF WIGGINS, IN THE
 BV1898'MEDIAN OF U.S. HIGHWAY 49, JUST SOUTH OF A CROSSOVER, 3.9 MI (6.3
 BV1898'KM) SOUTH OF BROOKLYN, 1 MI (1.6 KM) NORTH OF THE BRIDGE OVER
 BV1898'BEAVERDAM CREEK AND IS IN SECTION 33, T 1N, R 12W.
 BV1898'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49,
 BV1898'LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE
 BV1898'OVER STATE HIGHWAY 26, GO NORTH ON U.S. HIGHWAY 49 FOR 3.7 MI (6.0
 BV1898'KM) TO A CROSSOVER AND THE MARK ON THE LEFT.
 BV1898'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 BV1898'ABOUT LEVEL WITH THE HIGHWAY, PROJECTING 4 INCHES, 127.5 FT (38.9 M)
 BV1898'NORTH OF THE CENTER OF THE CROSSOVER, 75 FT (22.9 M) WEST OF THE
 BV1898'CENTER OF THE NORTH BOUND LANE, 50.5 FT (15.4 M) EAST OF THE CENTER
 BV1898'OF THE SOUTH BOUND LANE AND 1 FT (0.3 M) NORTHWEST OF A METAL WITNESS
 BV1898'POST.
 BV1898
 BV1898                          STATION RECOVERY (2004)
 BV1898
 BV1898'RECOVERY NOTE BY DUNGAN ENGINEERING 2004 (DB)
 BV1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1897 ***********************************************************************
 BV1897  DESIGNATION -  DIXIE RM 3
 BV1897  PID         -  BV1897
 BV1897  STATE/COUNTY-  MS/FORREST
 BV1897  USGS QUAD   -  BROOKLYN (1983)
 BV1897
 BV1897                         *CURRENT SURVEY CONTROL
 BV1897  ___________________________________________________________________
 BV1897* NAD 83(1986)-  31 00 05.     (N)    089 12 04.     (W)     SCALED    
 BV1897* NAVD 88     -        71.473  (meters)     234.49   (feet)  ADJUSTED  
 BV1897  ___________________________________________________________________
 BV1897  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BV1897  DYNAMIC HT  -          71.381 (meters)     234.19  (feet)  COMP
 BV1897  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BV1897
 BV1897  VERT ORDER  -  SECOND    CLASS II
 BV1897
 BV1897.The horizontal coordinates were scaled from a topographic map and have
 BV1897.an estimated accuracy of +/- 6 seconds.
 BV1897
 BV1897.The orthometric height was determined by differential leveling
 BV1897.and adjusted in May 1996.
 BV1897
 BV1897.The geoid height was determined by GEOID03.
 BV1897
 BV1897.The dynamic height is computed by dividing the NAVD 88
 BV1897.geopotential number by the normal gravity value computed on the
 BV1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1897.degrees latitude (g = 980.6199 gals.).
 BV1897
 BV1897.The modeled gravity was interpolated from observed gravity values.
 BV1897
 BV1897;                    North         East    Units  Estimated Accuracy
 BV1897;SPC MS E     -   166,490.      264,880.      MT  (+/- 180 meters Scaled)
 BV1897
 BV1897                          SUPERSEDED SURVEY CONTROL
 BV1897
 BV1897.No superseded survey control is available for this station.
 BV1897
 BV1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV898318(NAD 83)
 BV1897_MARKER: DR = REFERENCE MARK DISK
 BV1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1897_SP_SET: CONCRETE POST
 BV1897_STAMPING: DIXIE NO 3 1943
 BV1897_MARK LOGO: CGS   
 BV1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1897+STABILITY: SURFACE MOTION
 BV1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1897+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1989
 BV1897
 BV1897  HISTORY     - Date     Condition        Report By
 BV1897  HISTORY     - 1963     MONUMENTED       CGS
 BV1897  HISTORY     - 19890323 GOOD             MSHD
 BV1897
 BV1897                          STATION DESCRIPTION
 BV1897
 BV1897'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1897'MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF WIGGINS, NEAR
 BV1897'THE WEST R.O.W. OF U.S. HIGHWAY 49, 3.9 MI (6.3 KM) SOUTH OF
 BV1897'BROOKLYN, 1 MI (1.6 KM) NORTH OF BEAVERDAM CREEK AND IS IN SECTION
 BV1897'33, T 1N, R 12W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 BV1897'U.S. HGIHWAY 49, LOCATED 7.35 MI (11.83 KM) NORTH OF THE U.S.
 BV1897'HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, GO NORTH ON U.S. HIGHWAY 49
 BV1897'FOR 3.7 MI (6.0 KM) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK
 BV1897'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 BV1897'AND IS FLUSH WITH THE GROUND.  IT IS 123 FT (37.5 M) NORTH OF THE
 BV1897'CENTER OF A PAVED ROAD, 92 FT (28.0 M) NORTH OF A POWER POLE, 59.5 FT
 BV1897'(18.1 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49 AND
 BV1897'1 FT (0.3 M) EAST OF A CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1899 ***********************************************************************
 BV1899  DESIGNATION -  DIXIE RM 4
 BV1899  PID         -  BV1899
 BV1899  STATE/COUNTY-  MS/FORREST
 BV1899  USGS QUAD   -  BROOKLYN (1983)
 BV1899
 BV1899                         *CURRENT SURVEY CONTROL
 BV1899  ___________________________________________________________________
 BV1899* NAD 83(1986)-  31 00 05.     (N)    089 12 04.     (W)     SCALED    
 BV1899* NAVD 88     -        71.897  (meters)     235.88   (feet)  ADJUSTED  
 BV1899  ___________________________________________________________________
 BV1899  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BV1899  DYNAMIC HT  -          71.805 (meters)     235.58  (feet)  COMP
 BV1899  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BV1899
 BV1899  VERT ORDER  -  SECOND    CLASS II
 BV1899
 BV1899.The horizontal coordinates were scaled from a topographic map and have
 BV1899.an estimated accuracy of +/- 6 seconds.
 BV1899
 BV1899.The orthometric height was determined by differential leveling
 BV1899.and adjusted in May 1996.
 BV1899
 BV1899.The geoid height was determined by GEOID03.
 BV1899
 BV1899.The dynamic height is computed by dividing the NAVD 88
 BV1899.geopotential number by the normal gravity value computed on the
 BV1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1899.degrees latitude (g = 980.6199 gals.).
 BV1899
 BV1899.The modeled gravity was interpolated from observed gravity values.
 BV1899
 BV1899;                    North         East    Units  Estimated Accuracy
 BV1899;SPC MS E     -   166,490.      264,880.      MT  (+/- 180 meters Scaled)
 BV1899
 BV1899                          SUPERSEDED SURVEY CONTROL
 BV1899
 BV1899.No superseded survey control is available for this station.
 BV1899
 BV1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV898318(NAD 83)
 BV1899_MARKER: DR = REFERENCE MARK DISK
 BV1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1899_SP_SET: CONCRETE POST
 BV1899_STAMPING: DIXIE NO 4 1943
 BV1899_MARK LOGO: CGS   
 BV1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1899+STABILITY: SURFACE MOTION
 BV1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1899+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1989
 BV1899
 BV1899  HISTORY     - Date     Condition        Report By
 BV1899  HISTORY     - 1963     MONUMENTED       CGS
 BV1899  HISTORY     - 19890323 GOOD             MSHD
 BV1899
 BV1899                          STATION DESCRIPTION
 BV1899
 BV1899'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1899'MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF WIGGINS, NEAR
 BV1899'THE WEST R.O.W OF U.S. HIGHWAY 49, 3.9 MI (6.3 KM) SOUTH OF
 BV1899'BROOKLYN, 1 MI (1.6 KM) NORTH OF BEAVERDAM CREEK AND IS IN SECTION
 BV1899'33, T 1N, R 12W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 BV1899'U.S. HIGHWAY 49, LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S.
 BV1899'HIGHWAY 49 BRIDGE OVER STATE HIGHWAY 26, GO NORTH ON U.S. HOGHWAY 49
 BV1899'FOR 3.7 MI (6.0 KM) TO THE MARK ON THE LEFT, JUST BEYOND A CROSSOVER.
 BV1899'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 BV1899'ABOUT 3 FT (0.9 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE
 BV1899'GROUND, 70 FT (21.3 M) SOUTH OF THE CENTER OF A PAVED DRIVEWAY, 59.5
 BV1899'FT (18.1 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49,
 BV1899'53 FT (16.2 M) SOUTH SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER
 BV1899'THE DRIVEWAY AND 1 FT (0.3 M) EAST OF A CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1328 ***********************************************************************
 CO1328  DESIGNATION -  DIXON
 CO1328  PID         -  CO1328
 CO1328  STATE/COUNTY-  MS/NESHOBA
 CO1328  USGS QUAD   -  MADDEN (1972)
 CO1328
 CO1328                         *CURRENT SURVEY CONTROL
 CO1328  ___________________________________________________________________
 CO1328* NAD 83(1993)-  32 40 34.07828(N)    089 15 05.94458(W)     ADJUSTED  
 CO1328* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 CO1328  ___________________________________________________________________
 CO1328  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CO1328  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO1328  HORZ ORDER  -  FIRST
 CO1328
 CO1328.The horizontal coordinates were established by classical geodetic methods
 CO1328.and adjusted by the National Geodetic Survey in May 1994.
 CO1328
 CO1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1328
 CO1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1328
 CO1328.The geoid height was determined by GEOID03.
 CO1328
 CO1328;                    North         East     Units Scale Factor Converg.
 CO1328;SPC MS E     -   352,201.107   260,766.459   MT  0.99996897   -0 13 33.1
 CO1328;SPC MS E     - 1,155,513.13    855,531.29   sFT  0.99996897   -0 13 33.1
 CO1328;UTM  16      - 3,617,624.384   288,872.174   MT  1.00014968   -1 12 57.9
 CO1328
 CO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1328!SPC MS E     -   0.99997523  x   0.99996897  =   0.99994420
 CO1328!UTM  16      -   0.99997523  x   1.00014968  =   1.00012491
 CO1328
 CO1328:                Primary Azimuth Mark                     Grid Az
 CO1328:SPC MS E     -  PEARL RIVER INDIAN SCHOOL TANK           011 36 37.9
 CO1328:UTM  16      -  PEARL RIVER INDIAN SCHOOL TANK           012 36 02.7
 CO1328
 CO1328|---------------------------------------------------------------------|
 CO1328| PID    Reference Object                     Distance      Geod. Az  |
 CO1328|                                                           dddmmss.s |
 CO1328| CO1312 PEARL RIVER INDIAN SCHOOL TANK      APPROX.11.6 KM 0112304.8 |
 CO1328| CO1313 PEARL                               APPROX.11.4 KM 0112824.0 |
 CO1328| CO1324 KENTAWKA VALLEY TANK                APPROX.10.5 KM 0414729.0 |
 CO1328| CF9566 DIXON AZ MK                                        1491635.1 |
 CO1328| CO1325 DIXON RM 1                           14.819 METERS 19536     |
 CO1328| CF9567 DIXON RM 2                           22.081 METERS 28035     |
 CO1328|---------------------------------------------------------------------|
 CO1328
 CO1328                          SUPERSEDED SURVEY CONTROL
 CO1328
 CO1328  NAD 83(1986)-  32 40 34.08945(N)    089 15 05.94532(W) AD(       ) 1
 CO1328  NAD 27      -  32 40 33.60119(N)    089 15 05.71601(W) AD(       ) 1
 CO1328  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG    3  
 CO1328
 CO1328.Superseded values are not recommended for survey control.
 CO1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1328.See file dsdata.txt to determine how the superseded data were derived.
 CO1328
 CO1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8887217624(NAD 83)
 CO1328_MARKER: DS = TRIANGULATION STATION DISK
 CO1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1328+STABILITY: SURFACE MOTION
 CO1328
 CO1328  HISTORY     - Date     Condition        Report By
 CO1328  HISTORY     - 1970     MONUMENTED       NGS
 CO1328
 CO1328                          STATION DESCRIPTION
 CO1328
 CO1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1328'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF
 CO1328'PHILADELPHIA, 2 MILES NORTHWEST OF DIXON AND NEAR THE DIXON
 CO1328'LOOKOUT TOWER.
 CO1328'
 CO1328'TO REACH THE STATION FROM THE COURT HOUSE IN PHILADELPHIA,
 CO1328'GO WEST AND SOUTH ON STATE HIGHWAYS 15, 16 AND 21 FOR 2.5 MILES
 CO1328'TO THE JUNCTION OF STATE HIGHWAY 21.  TAKE LEFT FORK AND GO
 CO1328'SOUTH AND SOUTHWEST FOR 10.9 MILES TO THE DIXON PRESBYTERIAN
 CO1328'CHURCH ON THE LEFT.  CONTINUE ON STATE HIGHWAY 21 FOR 0.9 MILE
 CO1328'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 CO1328'ON GRADED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 CO1328'RIGHT.  CONTINUE FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN
 CO1328'RIGHT AND GO NORTHERLY FOR 0.1 MILE TO THE DIXON LOOKOUT TOWER
 CO1328'AND THE STATION ON THE LEFT.
 CO1328'
 CO1328'THE STATION MARK IS A STANDARD DISK, STAMPED DIXON 1970,
 CO1328'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CO1328'FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET NORTH OF THE
 CO1328'NORTHEAST LEG OF THE LOOKOUT TOWER, 24.5 FEET WEST OF A
 CO1328'NORTH-SOUTH FENCE AND 13.3 FEET SOUTH OF A METAL WITNESS POST WITH
 CO1328'SIGN ATTACHED IN THE EAST-WEST FENCE.
 CO1328'
 CO1328'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIXON NO 1 1970,
 CO1328'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1328'IS FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED NEAR THE
 CO1328'CENTER OF THE LOOKOUT TOWER.
 CO1328'
 CO1328'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIXON NO 2 1970,
 CO1328'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CO1328'FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET NORTHWEST OF THE
 CO1328'NORTHWEST LEG OF THE LOOKOUT TOWER, 2.5 FEET SOUTHEAST OF A
 CO1328'CORNER FENCE POST, 2 FEET EAST OF THE NORTH-SOUTH FENCE AND
 CO1328'1 FOOT SOUTH OF THE EAST-WEST FENCE.
 CO1328'
 CO1328'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIXON 1970,
 CO1328'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1328'PROJECTS 6-INCHES.  IT IS 20 FEET EAST OF THE CENTER OF THE
 CO1328'GRADED ROAD, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 CO1328'SIGN ATTACHED AND 1 FOOT EAST OF A POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1325 ***********************************************************************
 CO1325  DESIGNATION -  DIXON RM 1
 CO1325  PID         -  CO1325
 CO1325  STATE/COUNTY-  MS/NESHOBA
 CO1325  USGS QUAD   -  MADDEN (1972)
 CO1325
 CO1325                         *CURRENT SURVEY CONTROL
 CO1325  ___________________________________________________________________
 CO1325* NAD 83(1993)-  32 40 33.61492(N)    089 15 06.09747(W)     ADJUSTED  
 CO1325* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 CO1325  ___________________________________________________________________
 CO1325  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CO1325  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO1325  HORZ ORDER  -  SECOND
 CO1325
 CO1325.The horizontal coordinates were established by classical geodetic methods
 CO1325.and adjusted by the National Geodetic Survey in May 1994.
 CO1325
 CO1325.The orthometric height was scaled from a topographic map.
 CO1325
 CO1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1325
 CO1325.The geoid height was determined by GEOID03.
 CO1325
 CO1325;                    North         East     Units Scale Factor Converg.
 CO1325;SPC MS E     -   352,186.849   260,762.419   MT  0.99996898   -0 13 33.1
 CO1325;SPC MS E     - 1,155,466.35    855,518.04   sFT  0.99996898   -0 13 33.1
 CO1325;UTM  16      - 3,617,610.195   288,867.888   MT  1.00014970   -1 12 58.0
 CO1325
 CO1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1325!SPC MS E     -   0.99997528  x   0.99996898  =   0.99994426
 CO1325!UTM  16      -   0.99997528  x   1.00014970  =   1.00012497
 CO1325
 CO1325                          SUPERSEDED SURVEY CONTROL
 CO1325
 CO1325  NAD 83(1986)-  32 40 33.62609(N)    089 15 06.09821(W) AD(       ) 2
 CO1325  NAD 27      -  32 40 33.13783(N)    089 15 05.86890(W) AD(       ) 2
 CO1325
 CO1325.Superseded values are not recommended for survey control.
 CO1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1325.See file dsdata.txt to determine how the superseded data were derived.
 CO1325
 CO1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8886817610(NAD 83)
 CO1325_MARKER: DS = TRIANGULATION STATION DISK
 CO1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1325+STABILITY: SURFACE MOTION
 CO1325
 CO1325  HISTORY     - Date     Condition        Report By
 CO1325  HISTORY     - 1970     MONUMENTED       NGS
 CO1325
 CO1325                          STATION DESCRIPTION
 CO1325
 CO1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1325'THE STATION IS THE CENTER OF THE DIXON, STATE FOREST SERVICE
 CO1325'LOOKOUT TOWER THAT IS LOCATED ABOUT 11 MILES SOUTHWEST OF
 CO1325'PHILADELPHIA AND 2 MILES WEST OF DIXON.  THE TOWER IS A FOUR
 CO1325'LEGGED STRUCTURE SURMOUNTED BY A SMALL HOUSE AND IS 100 FEET IN
 CO1325'HEIGHT.  A CONNECTION WAS MADE TO TRIANGULATION STATION DIXON
 CO1325'1970. THE DISTANCE BEING 48.62 FEET OR 14.819 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0703 ***********************************************************************
 CO0703  DESIGNATION -  DK
 CO0703  PID         -  CO0703
 CO0703  STATE/COUNTY-  MS/LEAKE
 CO0703  USGS QUAD   -  MC AFEE (1982)
 CO0703
 CO0703                         *CURRENT SURVEY CONTROL
 CO0703  ___________________________________________________________________
 CO0703* NAD 83(1986)-  32 38 57.     (N)    089 27 58.     (W)     SCALED    
 CO0703* NAVD 88     -       142.521  (meters)     467.59   (feet)  ADJUSTED  
 CO0703  ___________________________________________________________________
 CO0703  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CO0703  DYNAMIC HT  -         142.359 (meters)     467.06  (feet)  COMP
 CO0703  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CO0703
 CO0703  VERT ORDER  -  SECOND    CLASS 0
 CO0703
 CO0703.The horizontal coordinates were scaled from a topographic map and have
 CO0703.an estimated accuracy of +/- 6 seconds.
 CO0703
 CO0703.The orthometric height was determined by differential leveling
 CO0703.and adjusted in June 1991.
 CO0703
 CO0703.The geoid height was determined by GEOID03.
 CO0703
 CO0703.The dynamic height is computed by dividing the NAVD 88
 CO0703.geopotential number by the normal gravity value computed on the
 CO0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0703.degrees latitude (g = 980.6199 gals.).
 CO0703
 CO0703.The modeled gravity was interpolated from observed gravity values.
 CO0703
 CO0703;                    North         East    Units  Estimated Accuracy
 CO0703;SPC MS E     -   349,310.      240,630.      MT  (+/- 180 meters Scaled)
 CO0703
 CO0703                          SUPERSEDED SURVEY CONTROL
 CO0703
 CO0703  NGVD 29 (??/??/92)  142.527  (m)          467.61   (f) ADJ UNCH    2 0
 CO0703
 CO0703.Superseded values are not recommended for survey control.
 CO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0703.See file dsdata.txt to determine how the superseded data were derived.
 CO0703
 CO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB686150(NAD 83)
 CO0703_MARKER: R = RIVET
 CO0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0703_SP_SET: CULVERT
 CO0703_STAMPING: DK
 CO0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0703
 CO0703  HISTORY     - Date     Condition        Report By
 CO0703  HISTORY     - UNK      MONUMENTED       USGS
 CO0703  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0703
 CO0703                          STATION DESCRIPTION
 CO0703
 CO0703'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0703'4.8 MI N FROM WALNUT GROVE.
 CO0703'4.8 MILES NORTH ALONG STATE HIGHWAY 35 FROM WALNUT GROVE, LEAKE
 CO0703'COUNTY, ABOUT 1/4 MILE SOUTHEAST OF ESTESMILL, AT A CONCRETE CULVERT,
 CO0703'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A UNITED STATES
 CO0703'GEOLOGICAL SURVEY STANDARD COPPER RIVET, STAMPED DK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2356 ***********************************************************************
 BH2356  DESIGNATION -  DOCK
 BH2356  PID         -  BH2356
 BH2356  STATE/COUNTY-  MS/HARRISON
 BH2356  USGS QUAD   -  SHIP ISLAND (1970)
 BH2356
 BH2356                         *CURRENT SURVEY CONTROL
 BH2356  ___________________________________________________________________
 BH2356* NAD 83(1993)-  30 13 47.81877(N)    088 53 50.46207(W)     ADJUSTED  
 BH2356* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 BH2356  ___________________________________________________________________
 BH2356  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BH2356  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BH2356  HORZ ORDER  -  SECOND
 BH2356
 BH2356.The horizontal coordinates were established by classical geodetic methods
 BH2356.and adjusted by the National Geodetic Survey in May 1994.
 BH2356
 BH2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2356
 BH2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2356
 BH2356.The geoid height was determined by GEOID03.
 BH2356
 BH2356;                    North         East     Units Scale Factor Converg.
 BH2356;SPC MS E     -    80,912.737   293,837.812   MT  0.99995047   -0 01 56.0
 BH2356;SPC MS E     -   265,461.20    964,032.89   sFT  0.99995047   -0 01 56.0
 BH2356;SPC LA S     -   194,247.763 1,234,461.941   MT  0.99993370   +1 13 04.9
 BH2356;SPC LA S     -   637,294.54  4,050,063.88   sFT  0.99993370   +1 13 04.9
 BH2356;UTM  16      - 3,345,788.533   317,411.715   MT  1.00001131   -0 57 19.9
 BH2356
 BH2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2356!SPC MS E     -   1.00000413  x   0.99995047  =   0.99995460
 BH2356!SPC LA S     -   1.00000413  x   0.99993370  =   0.99993783
 BH2356!UTM  16      -   1.00000413  x   1.00001131  =   1.00001544
 BH2356
 BH2356|---------------------------------------------------------------------|
 BH2356| PID    Reference Object                     Distance      Geod. Az  |
 BH2356|                                                           dddmmss.s |
 BH2356| BH2354 SHIP ISLAND TANK 2 RESET            213.949 METERS 11641     |
 BH2356| DD7861 DOCK RM 2                            13.338 METERS 23201     |
 BH2356| BH2350 SHIP ISLAND LIGHT                   APPROX. 6.9 KM 2535602.4 |
 BH2356| BH2357 SHIP ISLAND WEST POINT DBCN         APPROX. 8.5 KM 2554839.2 |
 BH2356| BH2349 GULFPORT CHAN ENTR DIRECT LT        APPROX. 8.3 KM 2731339.5 |
 BH2356| DD7860 DOCK RM 1                            13.483 METERS 34056     |
 BH2356|---------------------------------------------------------------------|
 BH2356
 BH2356                          SUPERSEDED SURVEY CONTROL
 BH2356
 BH2356  NAD 83(1993)-  30 13 47.83377(N)    088 53 50.45356(W) AD(       ) 2
 BH2356  NAD 83(1986)-  30 13 47.83649(N)    088 53 50.45170(W) AD(       ) 2
 BH2356  NAD 27      -  30 13 47.11302(N)    088 53 50.34610(W) AD(       ) 2
 BH2356  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG    3  
 BH2356
 BH2356.Superseded values are not recommended for survey control.
 BH2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2356.See file dsdata.txt to determine how the superseded data were derived.
 BH2356
 BH2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1741245789(NAD 83)
 BH2356_MARKER: DS = TRIANGULATION STATION DISK
 BH2356_SETTING: 0 = UNSPECIFIED SETTING
 BH2356
 BH2356  HISTORY     - Date     Condition        Report By
 BH2356  HISTORY     - 1970     MONUMENTED       NGS
 BH2356  HISTORY     - 1973     GOOD             NGS
 BH2356
 BH2356                          STATION DESCRIPTION
 BH2356
 BH2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2356'THE STATION IS LOCATED ON THE SOUTHWEST END OF A SMALL SANDY
 BH2356'ISLAND WHICH IS PART OF SHIP ISLAND.  IT IS ABOUT 11 MILES SOUTH
 BH2356'OF BILOXI AND 1-1/4 MILES SOUTHWEST OF THE NORTHEAST TIP OF SHIP
 BH2356'ISLAND.  (THIS PORTION OF THE ISLAND WAS THE KEESLER AIR FORCE
 BH2356'BASE RECREATION CENTER WHICH WAS DESTROYED BY THE HURRICANE IN
 BH2356'LATE 1969.)
 BH2356'
 BH2356'THE STATION CAN BE REACHED BY BOAT OR HELICOPTER.
 BH2356'
 BH2356'THE STATION MARK IS A STANDARD DISK STAMPED DOCK 1970, CRIMPED
 BH2356'TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 32 FEET LONG.  IT
 BH2356'IS ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 1 FOOT.  THE
 BH2356'MARK IS 445 FEET NORTHWEST OF THE SOUTHWEST ONE OF TWO ARTESIAN
 BH2356'WELLS, 98 FEET EAST-NORTHEAST OF THE HIGH WATER MARK AT THE
 BH2356'SOUTHWEST EDGE OF THE ISLAND, 84 FEET NORTH-NORTHEAST OF THE
 BH2356'NORTHEAST SUPPORT POST OF AN ABANDONED PIER AND 7.1 FEET SOUTH
 BH2356'OF A METAL WITNESS POST.
 BH2356'
 BH2356'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOCK NO 1 1970,
 BH2356'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2356'LONG.  IT IS ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 18
 BH2356'INCHES.  THE MARK IS 116.4 FEET NORTH OF THE NORTHEAST POST OF THE
 BH2356'ABANDONED PIER, 93 FEET NORTHEAST OF THE HIGH WATER MARK AT THE
 BH2356'SOUTHWEST EDGE OF THE ISLAND AND 38.8 FEET NORTHWEST OF THE
 BH2356'METAL WITNESS POST.
 BH2356'
 BH2356'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOCK NO 2 1970,
 BH2356'CRIMPED TO THE TOP OF A 5/8 INCH COPPER WELD GROUND ROD 24 FEET
 BH2356'LONG.  IT IS ENCASED IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS
 BH2356'20 INCHES.  THE MARK IS 58 FEET NORTHEAST OF THE HIGH WATER MARK
 BH2356'AT THE SOUTHWEST EDGE OF THE ISLAND, 49.9 FEET SOUTHWEST OF THE
 BH2356'METAL WITNESS POST AND 44.8 FEET NORTH OF THE NORTHEAST POST OF
 BH2356'THE ABANDONED PIER.
 BH2356'
 BH2356'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 BH2356'
 BH2356'TELLUROMETER TRAVERSE
 BH2356'
 BH2356'HEIGHT OF LIGHT ABOVE STATION MARK 14.1 METERS.
 BH2356
 BH2356                          STATION RECOVERY (1973)
 BH2356
 BH2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1933 ***********************************************************************
 DK1933  DESIGNATION -  DOCKERY
 DK1933  PID         -  DK1933
 DK1933  STATE/COUNTY-  MS/SUNFLOWER
 DK1933  USGS QUAD   -  RULEVILLE (1966)
 DK1933
 DK1933                         *CURRENT SURVEY CONTROL
 DK1933  ___________________________________________________________________
 DK1933* NAD 83(1993)-  33 43 33.91014(N)    090 37 00.03157(W)     ADJUSTED  
 DK1933* NAVD 88     -        40.74   (+/-2cm)     133.7    (feet)  VERTCON   
 DK1933  ___________________________________________________________________
 DK1933  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DK1933  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1933  HORZ ORDER  -  SECOND
 DK1933  VERT ORDER  -  THIRD ? (See Below)
 DK1933
 DK1933.The horizontal coordinates were established by classical geodetic methods
 DK1933.and adjusted by the National Geodetic Survey in May 1994.
 DK1933
 DK1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1933.The vertical order pertains to the NGVD 29 superseded value.
 DK1933
 DK1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1933
 DK1933.The geoid height was determined by GEOID03.
 DK1933
 DK1933;                    North         East     Units Scale Factor Converg.
 DK1933;SPC MS W     -   468,602.285   673,741.052   MT  0.99995850   -0 09 26.3
 DK1933;SPC MS W     - 1,537,406.00  2,210,432.10   sFT  0.99995850   -0 09 26.3
 DK1933;UTM  15      - 3,734,336.532   720,823.399   MT  1.00020119   +1 19 25.7
 DK1933
 DK1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1933!SPC MS W     -   0.99999775  x   0.99995850  =   0.99995625
 DK1933!UTM  15      -   0.99999775  x   1.00020119  =   1.00019894
 DK1933
 DK1933:                Primary Azimuth Mark                     Grid Az
 DK1933:SPC MS W     -  RULEVILLE MUNICIPAL TANK                 090 56 15.3
 DK1933:UTM  15      -  RULEVILLE MUNICIPAL TANK                 089 27 23.3
 DK1933
 DK1933|---------------------------------------------------------------------|
 DK1933| PID    Reference Object                     Distance      Geod. Az  |
 DK1933|                                                           dddmmss.s |
 DK1933| DK1935 RULEVILLE MUNICIPAL TANK            APPROX. 5.6 KM 0904649.0 |
 DK1933| DK1936 RULEVILLE FED COMPRESS CO TANK      APPROX. 5.6 KM 0905308.3 |
 DK1933| DK1934 N 17 5                               34.305 METERS 13518     |
 DK1933| CY5265 N 18 4                                             1652551.0 |
 DK1933| CY5956 DOCKERY RM 1                         40.188 METERS 22926     |
 DK1933|---------------------------------------------------------------------|
 DK1933
 DK1933                          SUPERSEDED SURVEY CONTROL
 DK1933
 DK1933  NAD 83(1986)-  33 43 33.92032(N)    090 37 00.02831(W) AD(       ) 2
 DK1933  NAD 27      -  33 43 33.51060(N)    090 36 59.69210(W) AD(       ) 2
 DK1933  NGVD 29 (07/19/86)   40.85   (m)          134.0    (f) LEVELING    3  
 DK1933
 DK1933.Superseded values are not recommended for survey control.
 DK1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1933.See file dsdata.txt to determine how the superseded data were derived.
 DK1933
 DK1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2082334337(NAD 83)
 DK1933_MARKER: DS = TRIANGULATION STATION DISK
 DK1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1933
 DK1933  HISTORY     - Date     Condition        Report By
 DK1933  HISTORY     - 1957     MONUMENTED       CGS
 DK1933  HISTORY     - 1967     GOOD             CGS
 DK1933
 DK1933                          STATION DESCRIPTION
 DK1933
 DK1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1933'THE STATION IS IN THE SMALL COMMUNITY OF DOCKERY ON STATE
 DK1933'HIGHWAY 8, ABOUT 6 MILES EAST AND 1.0 MILE SOUTH OF CLEVELAND,
 DK1933'4.0 MILES WEST OF RULEVILLE, AND 0.35 MILE SOUTH OF THE BIG
 DK1933'SUNFLOWER RIVER, IN SECTION 33, T 22 N, R 4 W, AND ON LAND
 DK1933'OWNED BY MR. J.R. DOCKERY.
 DK1933'
 DK1933'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49W AND STATE
 DK1933'HIGHWAY 8, IN RULEVILLE, GO WEST ON HIGHWAY 8 FOR 4.05 MILES TO A
 DK1933'CROSSROAD AT STORE AND SERVICE STATION IN DOCKERY.  TURN LEFT,
 DK1933'GO SOUTH ON A GRAVELED ROAD FOR 0.15 MILE TO A CHURCH ON THE
 DK1933'LEFT AND STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK,
 DK1933'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.4 MILE TO A CROSSROAD.
 DK1933'TURN LEFT, EAST, GO 0.1 MILE TO A FARM HOUSE ON THE RIGHT
 DK1933'AND AZIMUTH MARK ABOUT 50 YARDS ON THE LEFT.
 DK1933'
 DK1933'STATION MARKS ARE STANDARD DISKS STAMPED DOCKERY 1957.  THE
 DK1933'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 DK1933'SURFACE OF THE GROUND.  IT IS 94 FEET WEST-NORTHWEST OF THE
 DK1933'NORTHWEST CORNER OF CHURCH, 70 FEET EAST OF THE CENTER OF
 DK1933'ROAD, 114 FEET NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER,
 DK1933'AND 16 FEET SOUTH OF A FENCE LINE.  A STANDARD WITNESS POST
 DK1933'WAS SET 16 FEET NORTH-NORTHEAST OF THE MARK.  THE UNDERGROUND
 DK1933'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 DK1933'THE SURFACE OF THE GROUND.
 DK1933'
 DK1933'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOCKERY NO 1 1957,
 DK1933'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 DK1933'119 FEET NORTH OF A DRIVEWAY, 25 FEET WEST OF THE CENTER OF
 DK1933'ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 DK1933'
 DK1933'REFERENCE MARK NO. 2 IS A U.S. ENGINEER DEPARTMENT BENCH MARK
 DK1933'OF THE VICKSBURG DISTRICT STAMPED N-18-5 1930, THE DISK IS
 DK1933'BOLTED TO THE TOP OF A 3-INCH PIPE WHICH PROJECTS 6 INCHES.
 DK1933'IT IS 155 FEET EAST OF THE CENTER OF ROAD AND 3-1/2 FEET SOUTH
 DK1933'OF THE SOUTHWEST CORNER OF CHURCH.
 DK1933'
 DK1933'AZIMUTH MARK IS A U.S. ENGINEER DEPARTMENT BENCH MARK OF THE
 DK1933'VICKSBURG DISTRICT STAMPED N-18-4 1930, THE DISK IS BOLTED
 DK1933'TO THE TOP OF A 3-INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS
 DK1933'189 FEET NORTH OF THE CENTER OF ROAD AND 118 FEET WEST OF A
 DK1933'POWER LINE POLE.  A STANDARD WITNESS POST WAS SET 1 FOOT WEST
 DK1933'OF THE MARK.
 DK1933'
 DK1933'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1933
 DK1933                          STATION RECOVERY (1967)
 DK1933
 DK1933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK1933'THE STATION WAS VISITED 11-13-67 AND THE STATION, R.M. NO. 1,
 DK1933'N-18-4 1930 (USE) WERE FOUND IN GOOD CONDITION.  N-18-5 (USE)
 DK1933'USED AS R.M. NO. 2 WAS FOUND LEANING.  IT WAS REPLACED IN ITS
 DK1933'ORIGINAL POSITION FROM THE DISTANCE AND DIRECTION FROM THE
 DK1933'STATION.  THE DISTANCE TO RM NO. 1 FAILED TO CHECK BY 0.22 FEET.
 DK1933'THIS WAS CHECKED IN THE FIELD.  A NEW DESCRIPTION FOLLOWS--
 DK1933'
 DK1933'THE STATION IS LOCATED 6.0 MILES EAST OF CLEVELAND, 4.0 MILES
 DK1933'WEST OF RULEVILLE, 0.15 MILE SOUTH OF MISSISSIPPI HIGHWAY
 DK1933'8 IN THE NORTHWEST CORNER OF A CHURCH YARD, IN THE SE 1/4 OF
 DK1933'SEC. 33, T 22 N, R 4 W.  THE STATION IS 74 FEET EAST OF THE
 DK1933'CENTERLINE OF A BLACK TOP ROAD, 16 FEET SOUTH OF A FENCE, 52.5
 DK1933'FEET SOUTHEAST OF A FENCE CORNER, 93.5 FEET NORTHWEST OF
 DK1933'NORTHWEST CORNER OF THE CHURCH, 87.5 FEET NORTH OF A 30-INCH
 DK1933'OAK TREE, 113 FT. NORTHEAST OF A POWER POLE, 92.5 FEET
 DK1933'SOUTHEAST OF A POWER POLE, IT IS A TRIANGULATION STATION DISK
 DK1933'STAMPED DOCKERY 1957, FLUSH WITH THE GROUND.
 DK1933'
 DK1933'REFERENCE MARK NO. 1 IS 131.85 FEET SOUTHWEST OF THE STATION,
 DK1933'22 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 44 FEET
 DK1933'NORTHWEST OF A POWER POLE WITH TRANSFORMER, 1 FOOT EAST OF
 DK1933'A FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 DK1933'A REFERENCE MARK DISK STAMPED DOCKERY NO 1 1957, PROJECTS
 DK1933'12 INCHES.
 DK1933'
 DK1933'N-18-5 (USE) IS 112.55 FEET SOUTHEAST OF THE STATION, 4 FEET
 DK1933'SOUTH OF THE SOUTHWEST CORNER OF A CHURCH, 29 FEET NORTHEAST
 DK1933'OF A 4 FOOT OAK TREE, 156 FEET EAST OF THE CENTERLINE OF A
 DK1933'BLACK TOP ROAD.  IT IS AN U.S. ARMY ENGINEER BRASS CAP RIVITED
 DK1933'ON THE TOP OF A 3-INCH IRON PIPE, PROJECTING 6 INCHES.  IT IS
 DK1933'STAMPED N-18-5 1930 ELEV 135.
 DK1933'
 DK1933'THE AZIMUTH MARK (N-18-4 USE) IS 0.4 MILE SOUTH-SOUTHEAST OF
 DK1933'THE STATION, 459 FEET EAST OF THE CENTERLINE OF BLACK TOP
 DK1933'ROAD, 189 FEET NORTH OF THE CENTERLINE OF AN E-W ROAD, 167.5
 DK1933'FEET NORTH OF A FENCE, 117.5 FEET WEST NORTHWEST OF A POWER
 DK1933'POLE CUT OFF ABOUT 4 FEET ABOVE THE GROUND, 1 FOOT EAST OF
 DK1933'A WHITE WOODEN WITNESS POST.  IT IS AN ARMY ENGINEER BRASS CAP
 DK1933'RIVITED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 12 INCHES.
 DK1933'IT IS STAMPED N-18-4 1930 ELEV 140.
 DK1933'
 DK1933'TO REACH THE STATION FROM THE POST OFFICE IN RULEVILLE, GO NORTH
 DK1933'ON RUBY ST. FOR 0.45 MILE TO MISSISSIPPI HIGHWAY 8, TURN LEFT
 DK1933'(WEST), AND GO 3.95 MILES ON MISSISSIPPI HIGHWAY 8 TO A
 DK1933'CROSSROADS AND STORE IN THE NORTH WEST ANGLE, TURN LEFT AND
 DK1933'GO SOUTH FOR 0.15 MILE TO A CHURCH AND CEMETERY ON THE LEFT
 DK1933'AND THE STATION ON THE LEFT.
 DK1933'
 DK1933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 DK1933'0.4 MILE TO A CROSSROAD, TURN LEFT AND GO EAST FOR 0.1 MILE
 DK1933'TO THE AZIMUTH MARK ON THE LEFT.
 DK1933'
 DK1933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 DK1933'WEST OF RULEVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2038 ***********************************************************************
 BH2038  DESIGNATION -  DODGE
 BH2038  PID         -  BH2038
 BH2038  STATE/COUNTY-  MS/JACKSON
 BH2038  USGS QUAD   -  BIG POINT (1982)
 BH2038
 BH2038                         *CURRENT SURVEY CONTROL
 BH2038  ___________________________________________________________________
 BH2038* NAD 83(1993)-  30 31 18.84474(N)    088 29 03.85125(W)     ADJUSTED  
 BH2038* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 BH2038  ___________________________________________________________________
 BH2038  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BH2038  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH2038  HORZ ORDER  -  SECOND
 BH2038
 BH2038.The horizontal coordinates were established by classical geodetic methods
 BH2038.and adjusted by the National Geodetic Survey in May 1994.
 BH2038
 BH2038.The orthometric height was scaled from a topographic map.
 BH2038
 BH2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2038
 BH2038.The geoid height was determined by GEOID03.
 BH2038
 BH2038;                    North         East     Units Scale Factor Converg.
 BH2038;SPC MS E     -   113,326.585   333,487.845   MT  0.99996383   +0 10 38.0
 BH2038;SPC MS E     -   371,805.64  1,094,118.04   sFT  0.99996383   +0 10 38.0
 BH2038;SPC AL W     -    58,264.695   505,523.566   MT  1.00004341   -0 29 59.9
 BH2038;UTM  16      - 3,377,555.640   357,580.045   MT  0.99985023   -0 45 14.4
 BH2038
 BH2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2038!SPC MS E     -   1.00000275  x   0.99996383  =   0.99996658
 BH2038!SPC AL W     -   1.00000275  x   1.00004341  =   1.00004616
 BH2038!UTM  16      -   1.00000275  x   0.99985023  =   0.99985298
 BH2038
 BH2038|---------------------------------------------------------------------|
 BH2038| PID    Reference Object                     Distance      Geod. Az  |
 BH2038|                                                           dddmmss.s |
 BH2038| DD7863 DODGE RM 2                           20.735 METERS 05345     |
 BH2038| BH2040 HILL                                APPROX. 1.0 KM 2072239.6 |
 BH2038| DD7862 DODGE RM 1                           19.890 METERS 34001     |
 BH2038|---------------------------------------------------------------------|
 BH2038
 BH2038                          SUPERSEDED SURVEY CONTROL
 BH2038
 BH2038  NAD 83(1993)-  30 31 18.85203(N)    088 29 03.84682(W) AD(       ) 2
 BH2038  NAD 83(1986)-  30 31 18.86834(N)    088 29 03.84622(W) AD(       ) 2
 BH2038  NAD 27      -  30 31 18.15500(N)    088 29 03.79400(W) AD(       ) 2
 BH2038
 BH2038.Superseded values are not recommended for survey control.
 BH2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2038.See file dsdata.txt to determine how the superseded data were derived.
 BH2038
 BH2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5758077556(NAD 83)
 BH2038_MARKER: DS = TRIANGULATION STATION DISK
 BH2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2038
 BH2038  HISTORY     - Date     Condition        Report By
 BH2038  HISTORY     - 1921     MONUMENTED       CGS
 BH2038  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH2038
 BH2038                          STATION DESCRIPTION
 BH2038
 BH2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2038'STATION IS 2-1/2 MILES N OF HELENA ON E (RIGHT) SIDE OF TRACK,
 BH2038'EXTENSION OF BACK TANGENCY E (RIGHT) RAIL.  EXTENSION OF FORWARD
 BH2038'TANGENCY W (LEFT) RAIL, OF SECOND CURVE N OF HELENA, 70 METERS SE OF
 BH2038'SMALL BRIDGE NEAR CENTER OF SAID CURVE, 24.51 METERS OR 80.41
 BH2038'FEET E OF E AND NEAREST RAIL.
 BH2038'
 BH2038'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2038'SET IN CONCRETE.
 BH2038'
 BH2038'REFERENCE MARKS ON SAME SIDE OF TRACK.
 BH2038
 BH2038                          STATION RECOVERY (1968)
 BH2038
 BH2038'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2038'THE STATION WAS VISITED 6-20-68 AND THE STATION MARK, REFERENCE MARK,
 BH2038'NO. 1, NO. 2, WERE NOT FOUND.
 BH2038'
 BH2038'THE STATION IS LOCATED 2-1/2 MILES NORTH OF HELENA ON THE EAST
 BH2038'(RIGHT) SIDE OF THE TRACK, ON THE EXTENSION OF THE BACK TANGENCY OF
 BH2038'THE EAST (RIGHT) RAIL, ON THE EXTENSION OF THE FORWARD TANGENCY OF
 BH2038'THE WEST (LEFT) RAIL, OF THE SECOND CURVE NORTH OF HELENA, 70
 BH2038'METERS SOUTHEAST OF A SMALL BRIDGE NEAR THE CENTER OF SAID CURVE,
 BH2038'24.51 METERS OR 80.41 FEET EAST OF THE EAST AND NEAREST RAIL.
 BH2038'
 BH2038'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2038'SET IN CONCRETE.
 BH2038'
 BH2038'REFERENCE MARKS ARE ON THE SAME SIDE OF THE TRACK.
 BH2038'
 BH2038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES NORTH OF
 BH2038'HELENA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2689 ***********************************************************************
 BH2689  DESIGNATION -  DOME 1954
 BH2689  PID         -  BH2689
 BH2689  STATE/COUNTY-  MS/HARRISON
 BH2689  USGS QUAD   -  VIDALIA (1976)
 BH2689
 BH2689                         *CURRENT SURVEY CONTROL
 BH2689  ___________________________________________________________________
 BH2689* NAD 83(1993)-  30 22 36.58384(N)    089 19 19.10113(W)     ADJUSTED  
 BH2689* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2689  ___________________________________________________________________
 BH2689  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 BH2689  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BH2689  HORZ ORDER  -  THIRD
 BH2689
 BH2689.The horizontal coordinates were established by classical geodetic methods
 BH2689.and adjusted by the National Geodetic Survey in May 1994.
 BH2689
 BH2689.The orthometric height was scaled from a topographic map.
 BH2689
 BH2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2689
 BH2689.The geoid height was determined by GEOID03.
 BH2689
 BH2689;                    North         East     Units Scale Factor Converg.
 BH2689;SPC MS E     -    97,294.135   253,034.233   MT  0.99997720   -0 14 49.6
 BH2689;SPC MS E     -   319,205.84    830,163.15   sFT  0.99997720   -0 14 49.6
 BH2689;UTM  16      - 3,362,829.356   276,871.996   MT  1.00021424   -1 10 28.8
 BH2689
 BH2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2689!SPC MS E     -   1.00000404  x   0.99997720  =   0.99998124
 BH2689!UTM  16      -   1.00000404  x   1.00021424  =   1.00021829
 BH2689
 BH2689                          SUPERSEDED SURVEY CONTROL
 BH2689
 BH2689  NAD 83(1986)-  30 22 36.59801(N)    089 19 19.09401(W) AD(       ) 3
 BH2689  NAD 27      -  30 22 35.90200(N)    089 19 18.91800(W) AD(       ) 3
 BH2689
 BH2689.Superseded values are not recommended for survey control.
 BH2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2689.See file dsdata.txt to determine how the superseded data were derived.
 BH2689
 BH2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7687262829(NAD 83)
 BH2689_MARKER: 55 = TOWER
 BH2689
 BH2689  HISTORY     - Date     Condition        Report By
 BH2689  HISTORY     - 1954     FIRST OBSERVED   CGS
 BH2689  HISTORY     - 1970     GOOD             NGS
 BH2689
 BH2689                          STATION DESCRIPTION
 BH2689
 BH2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BH2689'SEE STATION SEMINARY
 BH2689
 BH2689                          STATION RECOVERY (1970)
 BH2689
 BH2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2689'RECOVERED--RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1444 ***********************************************************************
 CO1444  DESIGNATION -  DONALD
 CO1444  PID         -  CO1444
 CO1444  STATE/COUNTY-  MS/ATTALA
 CO1444  USGS QUAD   -  NEWPORT (1982)
 CO1444
 CO1444                         *CURRENT SURVEY CONTROL
 CO1444  ___________________________________________________________________
 CO1444* NAD 83(1993)-  32 57 54.39899(N)    089 47 25.78535(W)     ADJUSTED  
 CO1444* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 CO1444  ___________________________________________________________________
 CO1444  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CO1444  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CO1444  HORZ ORDER  -  FIRST
 CO1444
 CO1444.The horizontal coordinates were established by classical geodetic methods
 CO1444.and adjusted by the National Geodetic Survey in May 1994.
 CO1444
 CO1444.The orthometric height was scaled from a topographic map.
 CO1444
 CO1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1444
 CO1444.The geoid height was determined by GEOID03.
 CO1444
 CO1444;                    North         East     Units Scale Factor Converg.
 CO1444;SPC MS E     -   384,576.925   210,517.652   MT  1.00004869   -0 31 15.1
 CO1444;SPC MS E     - 1,261,732.79    690,673.33   sFT  1.00004869   -0 31 15.1
 CO1444;SPC MS W     -   384,301.014   750,747.632   MT  0.99998174   +0 17 43.4
 CO1444;SPC MS W     - 1,260,827.58  2,463,077.86   sFT  0.99998174   +0 17 43.4
 CO1444;UTM  16      - 3,650,876.796   239,178.572   MT  1.00043887   -1 31 09.3
 CO1444
 CO1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1444!SPC MS E     -   0.99998338  x   1.00004869  =   1.00003207
 CO1444!SPC MS W     -   0.99998338  x   0.99998174  =   0.99996512
 CO1444!UTM  16      -   0.99998338  x   1.00043887  =   1.00042224
 CO1444
 CO1444|---------------------------------------------------------------------|
 CO1444| PID    Reference Object                     Distance      Geod. Az  |
 CO1444|                                                           dddmmss.s |
 CO1444| CF9573 DONALD RM 1                          21.900 METERS 02518     |
 CO1444| CF9572 DONALD AZ MK                                       0843700.7 |
 CO1444| CF9574 DONALD RM 2                          19.901 METERS 27645     |
 CO1444| CO1443 SALLIS LOOKOUT TOWER                APPROX. 3.6 KM 2814520.7 |
 CO1444| DJ2007 DURANT MUNICIPAL TANK               APPROX.14.1 KM 3341908.2 |
 CO1444|---------------------------------------------------------------------|
 CO1444
 CO1444                          SUPERSEDED SURVEY CONTROL
 CO1444
 CO1444  NAD 83(1986)-  32 57 54.41078(N)    089 47 25.78259(W) AD(       ) 1
 CO1444  NAD 27      -  32 57 53.94200(N)    089 47 25.48100(W) AD(       ) 1
 CO1444
 CO1444.Superseded values are not recommended for survey control.
 CO1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1444.See file dsdata.txt to determine how the superseded data were derived.
 CO1444
 CO1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3917950877(NAD 83)
 CO1444_MARKER: DD = SURVEY DISK
 CO1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1444_SP_SET: CONCRETE POST
 CO1444_STAMPING: DONALD 1934
 CO1444_MARK LOGO: CGS   
 CO1444_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1444+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988
 CO1444
 CO1444  HISTORY     - Date     Condition        Report By
 CO1444  HISTORY     - 1934     MONUMENTED       CGS
 CO1444  HISTORY     - 1934     GOOD             CGS
 CO1444  HISTORY     - 1958     GOOD             CGS
 CO1444  HISTORY     - 1959     GOOD             CGS
 CO1444  HISTORY     - 1964     GOOD             MSHD
 CO1444  HISTORY     - 19880823 GOOD             MSHD
 CO1444
 CO1444                          STATION DESCRIPTION
 CO1444
 CO1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1444'THIRTEEN AND ONE-QUARTER MILES SOUTHWEST OF KOSCIUSKO, 8-3/4 MILES
 CO1444'A LITTLE WEST OF SOUTH OF SALLIS, IN THE SOUTHWEST QUARTER OF SEC.
 CO1444'21, T. 13 N., R. 5 E., 10 FEET EAST OF AN 8-INCH OAK WITH
 CO1444'A TRIANGULAR BLAZE, 6 YARDS WEST-SOUTHWEST OF A 12-INCH
 CO1444'PINE AND 10 FEET NORTH-NORTHWEST OF AN 8-INCH PINE.
 CO1444'
 CO1444'TO REACH FROM THE RAILROAD STATION IN DURANT, GO EAST ON
 CO1444'STATE HIGHWAY 12 FOR 5.9 MILES, TURN RIGHT AT CROSS ROAD 1/2 MILE
 CO1444'TO SALLIS, GO ON THIS ROAD 0.2 MILE BEYOND SALLIS TO THE
 CO1444'RAILROAD STATION, CROSS TRACKS AND CONTINUE SOUTH FOR 0.5
 CO1444'MILE TO FORKS, TAKE LEFT FORK AND GO 0.4 MILE TO FORKS,
 CO1444'TAKE RIGHT FORK AND GO 0.8 MILE TO FORKS, TAKE LEFT FORK
 CO1444'AND GO 2.1 MILES TO CROSS ROAD, TURN RIGHT AND GO 0.85 MILE
 CO1444'TO FORKS, GO LEFT FOR 0.15 MILE TO WOODS-ROAD ON RIGHT AT
 CO1444'TOP OF GRADE AND 24-INCH BLAZED OAK ON RIGHT, TURN RIGHT ONTO
 CO1444'WOODS-ROAD AND FOLLOW IT UP ALONG RIGHT EDGE OF CULTIVATED
 CO1444'FIELD FOR 0.15 MILE TO A SADDLE OPPOSITE HILL ON LEFT, TURN
 CO1444'LEFT UP HILL FOR 0.2 MILE TO TOP AND STATION (ACROSS
 CO1444'FIELD).
 CO1444'
 CO1444'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1444'BRONZE DISKS SET IN CONCRETE.
 CO1444'
 CO1444'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 8 YARDS
 CO1444'SOUTH-SOUTHWEST OF A 24-INCH OAK.
 CO1444'
 CO1444'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 5
 CO1444'FEET EAST OF A 10-INCH PINE, 5 FEET LOWER THAN THE STATION.
 CO1444'
 CO1444'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, ACROSS A CULTIVATED
 CO1444'FIELD IN THE EDGE OF THE WOODS, 8 FEET NORTHEAST OF THE
 CO1444'CENTER LINE OF ROAD LEADING TO THE STATION, 15 FEET NORTH OF
 CO1444'A 5-INCH PINE, AND 10 FEET SOUTH-SOUTHEAST OF A 10-INCH OAK.
 CO1444'
 CO1444'A 64-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 CO1444'
 CO1444'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CO1444
 CO1444                          STATION RECOVERY (1934)
 CO1444
 CO1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CO1444'RECOVERED IN GOOD CONDITION.
 CO1444
 CO1444                          STATION RECOVERY (1958)
 CO1444
 CO1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CO1444'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 CO1444'DIFFERENCE WAS NOTED IN THE DIRECTION TO THE AZIMUTH MARK OF 09.7
 CO1444'AND IN THE DIRECTION TO R.M. 1 OF 01 MIN 31.3 SEC.   FOLLOWING
 CO1444'IS A NEW AND COMPLETE DESCRIPTION-
 CO1444'
 CO1444'THE STATION IS ABOUT 4 MILES SOUTH AND 1 MILE WEST OF SALIS, ABOUT
 CO1444'7-1/2 MILES EAST OF GOODMAN, NEAR THE CENTER OF SECTION 21, T
 CO1444'13 N, R 5 E, AND ON THE PROPERTY LINE OF LAND TO THE EAST OWNED
 CO1444'BY MR HENRY AULDY, WHO LIVES ABOUT 1/2 MILE EAST-NORTHEAST OF
 CO1444'THE STATION, AND OF LAND TO THE WEST OWNED BY MR. JEFF MORRIS.
 CO1444'
 CO1444'TO REACH FROM THE DEPOT IN SALIS, GO SOUTH ON STATE HIGHWAY 429
 CO1444'FOR 2.8 MILES TO THE END OF THE SURFACED HIGHWAY.  CONTINUE SOUTH
 CO1444'ON GRAVELED HIGHWAY FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 CO1444'GO WESTERLY FOR 0.8 MILE TO A FORK.  TAKE LEFT FORK FOR 0.15
 CO1444'MILE TO TOP OF GRADE AND WIRE GATE ON RIGHT.  TURN RIGHT,
 CO1444'THROUGH GATE, AND FOLLOW TRACK ROAD NORTHWEST FOR 0.1 MILE TO
 CO1444'THE AZIMUTH MARK ON RIGHT.  CONTINUE ON TRACK ROAD NORTHWEST
 CO1444'AND SOUTHWEST FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 CO1444'STATION.
 CO1444'
 CO1444'STATION MARKS ARE STANDARD DISKS, STAMPED DONALD 1934.  SURFACE
 CO1444'MARK IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST WHICH
 CO1444'PROJECTS 10 INCHES.  IT IS SET IN A NORTH-SOUTH PROPERTY LINE
 CO1444'FENCE, IS 28 FEET SOUTH-SOUTHWEST OF A 10 INCH OAK TREE WITH A
 CO1444'TRIANGLE BLAZE ON THE NORTH SIDE.  A 4 IN X 4 IN WHITE WITNESS
 CO1444'POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 CO1444'
 CO1444'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DONALD NO 1 1934.
 CO1444'IT IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST WHICH
 CO1444'PROJECTS 6 INCHES.  IT IS 44 FEET NORTHEAST OF THE BLAZED TREE
 CO1444'AND 29 FEET EAST OF THE FENCE LINE.
 CO1444'
 CO1444'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DONALD NO 2 1934.
 CO1444'IT IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST WHICH
 CO1444'PROJECTS 6 INCHES.  IT IS 65 FEET WEST OF THE FENCELINE AND 76
 CO1444'FEET WEST-SOUTHWEST OF THE BLAZED TREE.
 CO1444'
 CO1444'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DONALD AZI
 CO1444'1934.  IT IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST WHICH
 CO1444'PROJECTS 6 INCHES.  IT IS 25 FEET NORTHEAST OF THE TRACK ROAD
 CO1444'CENTER AND 14 FEET SOUTH-SOUTHWEST OF A 12 INCH PINE TREE.
 CO1444'
 CO1444'HEIGHT OF LIGHT PLATE- 30 METERS.
 CO1444
 CO1444                          STATION RECOVERY (1959)
 CO1444
 CO1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1444'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CO1444'THE DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
 CO1444'ADDITIONAL NOTES OF THE STATION AND MEASUREMENTS TO THE AZIMUTH
 CO1444'MARK FOLLOW- THE STATION IS ON THE HIGHEST POINT AND THE
 CO1444'APPROXIMATE CENTER OF A PROMINENT NORTH-SOUTH RIDGE (TIMBERED).
 CO1444'
 CO1444'THE AZIMUTH MARK IS 190 FEET NORTH OF THE NORTH EDGE OF A POND,
 CO1444'43 FEET NORTHWEST OF THE CENTER OF A FORK AND 1 FOOT SOUTH OF
 CO1444'A WHITE WITNESS POST.
 CO1444
 CO1444                          STATION RECOVERY (1964)
 CO1444
 CO1444'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1444'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 CO1444'GOOD CONDITION.
 CO1444'
 CO1444'THE 1958 DESCRIPTION IS ADEQUATE.
 CO1444'
 CO1444'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND 1.0
 CO1444'FOOT WEST OF THE AZIMUTH.
 CO1444
 CO1444                          STATION RECOVERY (1988)
 CO1444
 CO1444'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1444'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WAS FOUND
 CO1444'IN GOOD CONDITION.  THE TOP 12 INCHES OF REFERENCE MARK NO. 1 WITH THE
 CO1444'DISK INTACT WAS FOUND ON ITS SIDE BUT THE DISK WAS NOT RECLAIMED AT
 CO1444'THIS TIME.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CO1444'TO REACH FROM THE CROSSROADS JUST EAST OF THE POST OFFICE IN SALLIS GO
 CO1444'SOUTH ON STATE HIGHWAY 429 FOR 6.04 KM (3.75 MI) TO A CROSSROADS.
 CO1444'TURN RIGHT AND TO WEST ON A GRAVEL ROAD FOR 1.37 KM (0.85 MI) TO A
 CO1444'FORK, TAKE THE LEFT FORK AND GO SOUTHWEST ON A GRAVEL ROAD FOR 0.24 KM
 CO1444'(0.15 MI) TO A GAP ON THE RIGHT, FROM THIS POINT WALK AND FOLLOW A DIM
 CO1444'ROAD NORTHWEST FOR 0.16 KM (0.10 MI) TO THE AZIMUTH MARK ON THE RIGHT,
 CO1444'CONTINUE NORTHWEST AND SOUTHWEST FOR ABOUT 0.48 KM (0.30 MI) TO THE
 CO1444'STATION AS DESCRIBED.
 CO1444'STATION IS A STANDARD DISK, STAMPED---DONALD 1934---SET IN THE TOP OF
 CO1444'A ROUND CONCRETE POST, PROJECTING 0.25 M (0.8 FT).  IT IS 8.53 M
 CO1444'(28.0 FT) SOUTH OF A 12 INCH OAK, 4.88 M (16.0 FT) WEST OF A 12 INCH
 CO1444'OAK, 4.27 M (14.0 FT) SOUTHEAST OF A 12 INCH OAK, 2.44 M (8.0 FT) EAST
 CO1444'OF A 10 INCH OAK, 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST AND IS
 CO1444'DIRECTLY UNDER A NORTH-SOUTH FENCE LINE.
 CO1444'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---DONALD NO 2
 CO1444'1934---SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 0.15 M
 CO1444'(0.5 FT).  IT IS 13.72 M (45.0 FT) NORTH OF A 14 INCH OAK, 12.50 M
 CO1444'(41.0 FT) WESTOF A 10 INCH OAK AND 3.81 M (12.5 FT) SOUTHWEST OF 12
 CO1444'INCH OAK.
 CO1444'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---DONALD AZI
 CO1444'1934---SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 0.15 M
 CO1444'(0.5 FT).  IT IS 15.24 M (50.0 FT) SOUTHEAST OF A 12 INCH OAK, 10.36 M
 CO1444'(34.0 FT) SOUTHWEST OF A 7 INCH OAK, 9.75 M (32.0 FT) NORTHEAST OF THE
 CO1444'CENTER OF A DIM ROAD, 3.51 M (11.5 FT) SOUTH SOUTHWEST OF A 7 INCH OAK
 CO1444'AND 0.46 M (1.5 FT) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8570 ***********************************************************************
 DJ8570  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8570  DESIGNATION -  DOROTHY
 DJ8570  PID         -  DJ8570
 DJ8570  STATE/COUNTY-  MS/SHARKEY
 DJ8570  USGS QUAD   -  DELTA CITY (1968)
 DJ8570
 DJ8570                         *CURRENT SURVEY CONTROL
 DJ8570  ___________________________________________________________________
 DJ8570* NAD 83(2007)-  33 00 04.13667(N)    090 50 14.92293(W)     ADJUSTED  
 DJ8570* NAVD 88     -        32.53   (meters)     106.7    (feet)  GPS OBS   
 DJ8570  ___________________________________________________________________
 DJ8570  EPOCH DATE  -        2002.00
 DJ8570  X           -     -78,261.341 (meters)                     COMP
 DJ8570  Y           -  -5,353,838.597 (meters)                     COMP
 DJ8570  Z           -   3,454,068.890 (meters)                     COMP
 DJ8570  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DJ8570  ELLIP HEIGHT-           6.191 (meters)          (02/15/08) ADJUSTED
 DJ8570  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DJ8570  HORZ ORDER  -  B
 DJ8570  ELLP ORDER  -  FOURTH    CLASS II
 DJ8570
 DJ8570.The horizontal coordinates were established by GPS observations
 DJ8570.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8570
 DJ8570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8570.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8570.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8570.The epoch date for horizontal control is a decimal equivalence
 DJ8570.of Year/Month/Day.
 DJ8570
 DJ8570.The orthometric height was determined by GPS observations and a
 DJ8570.high-resolution geoid model.
 DJ8570.The orthometric height was determined by GPS observations and a
 DJ8570.high-resolution geoid model using precise GPS observation and
 DJ8570.processing techniques.
 DJ8570
 DJ8570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8570
 DJ8570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8570
 DJ8570.The ellipsoidal height was determined by GPS observations
 DJ8570.and is referenced to NAD 83.
 DJ8570
 DJ8570.The geoid height was determined by GEOID03.
 DJ8570
 DJ8570;                    North         East     Units Scale Factor Converg.
 DJ8570;SPC MS W     -   388,279.686   652,888.722   MT  0.99997736   -0 16 28.5
 DJ8570;SPC MS W     - 1,273,880.94  2,142,019.08   sFT  0.99997736   -0 16 28.5
 DJ8570;UTM  15      - 3,653,491.504   702,030.783   MT  1.00010329   +1 10 41.6
 DJ8570
 DJ8570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8570!SPC MS W     -   0.99999903  x   0.99997736  =   0.99997639
 DJ8570!UTM  15      -   0.99999903  x   1.00010329  =   1.00010232
 DJ8570
 DJ8570                          SUPERSEDED SURVEY CONTROL
 DJ8570
 DJ8570.No superseded survey control is available for this station.
 DJ8570
 DJ8570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0203153492(NAD 83)
 DJ8570_MARKER: DD = SURVEY DISK
 DJ8570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ8570_SP_SET: BRASS CAP SET FLUSH WITH CONCRET
 DJ8570_STAMPING: DOROTHY
 DJ8570_MARK LOGO: USACE 
 DJ8570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8570+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DJ8570
 DJ8570  HISTORY     - Date     Condition        Report By
 DJ8570  HISTORY     - 20060828 MONUMENTED       USACE
 DJ8570
 DJ8570                          STATION DESCRIPTION
 DJ8570
 DJ8570'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2006
 DJ8570'BM DOROTHY IS A BRASS CAP SET FLUSH WITH CONCRETE IN CENTER OF 5'X10'
 DJ8570'CONCRETE HEADWALL BOX CULVERT LOCATED ON EAST SIDE US HIGHWAY 61.
 DJ8570'MARKER 39.8' EAST OF CENTERLINE HIGHWAY. TO REACH STATION FROM
 DJ8570'INTERSECTION OF US HWY 14 AND US HWY 61 AT ANGUILLA, MS., PROCEED 2.0
 DJ8570'MILES NORTH TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2786 ***********************************************************************
 CP2786  DESIGNATION -  DOWLING
 CP2786  PID         -  CP2786
 CP2786  STATE/COUNTY-  MS/SHARKEY
 CP2786  USGS QUAD   -  BAYLAND (1988)
 CP2786
 CP2786                         *CURRENT SURVEY CONTROL
 CP2786  ___________________________________________________________________
 CP2786* NAD 83(1993)-  32 56 10.85144(N)    090 42 54.38301(W)     ADJUSTED  
 CP2786* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 CP2786  ___________________________________________________________________
 CP2786  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CP2786  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2786  HORZ ORDER  -  SECOND
 CP2786
 CP2786.The horizontal coordinates were established by classical geodetic methods
 CP2786.and adjusted by the National Geodetic Survey in May 1994.
 CP2786
 CP2786.The orthometric height was scaled from a topographic map.
 CP2786
 CP2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2786
 CP2786.The geoid height was determined by GEOID03.
 CP2786
 CP2786;                    North         East     Units Scale Factor Converg.
 CP2786;SPC MS W     -   381,045.092   664,298.160   MT  0.99996571   -0 12 27.3
 CP2786;SPC MS W     - 1,250,145.44  2,179,451.55   sFT  0.99996571   -0 12 27.3
 CP2786;UTM  15      - 3,646,547.138   713,621.700   MT  1.00016271   +1 14 34.0
 CP2786
 CP2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2786!SPC MS W     -   0.99999947  x   0.99996571  =   0.99996518
 CP2786!UTM  15      -   0.99999947  x   1.00016271  =   1.00016218
 CP2786
 CP2786|---------------------------------------------------------------------|
 CP2786| PID    Reference Object                     Distance      Geod. Az  |
 CP2786|                                                           dddmmss.s |
 CP2786| CY3472 DOWLING RM 1                         29.849 METERS 08120     |
 CP2786| CY3474 DOWLING RM 3                         18.488 METERS 11153     |
 CP2786| CY3473 DOWLING RM 2                         30.233 METERS 18558     |
 CP2786| CY3471 DOWLING AZ MK                                      3030830.2 |
 CP2786|---------------------------------------------------------------------|
 CP2786
 CP2786                          SUPERSEDED SURVEY CONTROL
 CP2786
 CP2786  NAD 83(1986)-  32 56 10.86384(N)    090 42 54.37762(W) AD(       ) 2
 CP2786  NAD 27      -  32 56 10.40190(N)    090 42 54.03130(W) AD(       ) 2
 CP2786
 CP2786.Superseded values are not recommended for survey control.
 CP2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2786.See file dsdata.txt to determine how the superseded data were derived.
 CP2786
 CP2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1362246547(NAD 83)
 CP2786_MARKER: DS = TRIANGULATION STATION DISK
 CP2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2786
 CP2786  HISTORY     - Date     Condition        Report By
 CP2786  HISTORY     - 1959     MONUMENTED       CGS
 CP2786  HISTORY     - 1975     GOOD             NGS
 CP2786
 CP2786                          STATION DESCRIPTION
 CP2786
 CP2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2786'STATION IS LOCATED NORTH OF THE NORTH BOUNDARY OF THE MISSISSIPPI
 CP2786'NATIONAL FOREST, ABOUT 8 MILES NORTH OF HOLLY BLUFF AND
 CP2786'6-1/2 MILES EAST AND 2-1/2 MILES SOUTH OF ANGUILLA, IN THE
 CP2786'EXTREME SOUTH-CENTRAL EDGE OF SECTION 28, R 5 W, T 13 N.
 CP2786'
 CP2786'REACHED FROM THE EAST END OF THE BRIDGE OVER THE SUNFLOWER
 CP2786'RIVER ABOUT 3 MILES EAST OF ANGUILLA, BY GOING EAST ON HIGHWAY 14
 CP2786'FOR 0.05 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW GRAVEL ROAD
 CP2786'EASTERLY FOR 0.95 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH,
 CP2786'FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, ON GRAVEL
 CP2786'ROAD FOR 0.8 MILE TO T-INTERSECTION, TURN RIGHT, SOUTHEASTERLY
 CP2786'FOR 1.8 MILES TO THE SOUTH END OF A WOODEN BRIDGE, CONTINUE
 CP2786'SOUTHEAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 CP2786'ON GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT
 CP2786'AT THE END OF GRAVEL ROAD.
 CP2786'
 CP2786'STATION MARKS ARE STANDARD DISKS, STAMPED DOWLING 1958.  THE
 CP2786'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CP2786'POST PROJECTING 7 INCHES.  IT IS 199 FEET EAST OF THE NORTHEAST
 CP2786'CORNER OF A CONCRETE BLOCK HOUSE, 135 FEET EAST OF A POWERLINE
 CP2786'SERVICE POLE, 79 FEET SOUTH OF A POWERLINE POLE (GUYED), 42
 CP2786'FEET SOUTH OF THE CENTER OF A T-INTERSECTION OF A GRAVEL ROAD
 CP2786'AND DIRT ROAD LEADING NORTH, AND 23 FEET WEST OF A TRIANGLE
 CP2786'BLAZE ON THE NORTH SIDE OF AN 18-INCH SYCAMORE TREE.  A
 CP2786'WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.
 CP2786'
 CP2786'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOWLING NO
 CP2786'1 1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CP2786'PROJECTING 4 INCHES.  IT IS 114 FEET EAST OF THE GUYED POWERLINE
 CP2786'POLE, 78 FEET EAST OF THE T-INTERSECTION, 78 FEET NORTHEAST
 CP2786'OF THE TRIANGLE BLAZE AND 27 FEET NORTH OF THE CENTER OF A
 CP2786'TRACK ROAD.
 CP2786'
 CP2786'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOWLING NO 2 1958,
 CP2786'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2786'4 INCHES.  IT IS 178 FEET SOUTH-SOUTHEAST OF THE GUYED POWERLINE
 CP2786'POLE, 206 FEET SOUTHEAST OF THE POWERLINE SERVICE POLE, 138
 CP2786'FEET SOUTH OF THE T-INTERSECTION, 90 FEET SOUTH OF THE TRIANGLE
 CP2786'BLAZE AND 19 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 CP2786'
 CP2786'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOWLING 1958, SET IN
 CP2786'THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 3
 CP2786'INCHES.  IT IS 249 FEET WEST OF THE CENTER OF A T-INTERSECTION
 CP2786'OF GRAVEL ROAD AND DRIVEWAY LEADING SOUTH, 202 FEET WEST-NORTHWEST
 CP2786'OF THE WEST SIDE OF A METAL STORAGE BIN, 14 FEET NORTH OF THE
 CP2786'CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A POWERLINE POLE.
 CP2786'A WHITE WITNESS POST WAS SET 1.5 FEET NORTH OF THE MARK.
 CP2786'
 CP2786'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 155.98
 CP2786'FEET (47.543 METERS).
 CP2786'
 CP2786'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2786
 CP2786                          STATION RECOVERY (1975)
 CP2786
 CP2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CP2786'THE STATION WAS VISITED 3-20-75 AND THE STATION MARK, REFERENCE MARK
 CP2786'NO 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CP2786'REFERENCE MARK NO 1 WAS NOT FOUND AND IS BELIEVED DESTROYED WHEN THE
 CP2786'ROAD WAS WIDENED.  NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS
 CP2786'DATE.  A NEW DESCRIPTION FOLLOWS--
 CP2786'
 CP2786'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF HOLLY BLUFF, 6.5 MILES
 CP2786'EAST AND 2.5 MILES SOUTH OF ANGUILLA, IN THE MISSISSIPPI NATIONAL
 CP2786'FOREST IN SECTION 33, T 13N, R 5W.
 CP2786'
 CP2786'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 14
 CP2786'IN ANGUILLA GO EAST ON STATE HIGHWAY 14 FOR 2.8 MILES TO A BRIDGE
 CP2786'OVER SUNFLOWER RIVER, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 CP2786'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST AND EAST ON A PAVED ROAD
 CP2786'FOR 0.9 MILE TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CP2786'SOUTH ON A PAVED ROAD FOR 0.45 MILE TO A CROSSROAD, TURN LEFT AND
 CP2786'GO EAST ON A PAVED ROAD FOR 0.85 MILE TO A POINT WHERE THE MAIN
 CP2786'ROAD TURNS SOUTH, BEAR RIGHT AND FOLLOW MAIN ROAD FOR 1.85 MILES
 CP2786'TO A WOODEN BRIDGE OVER A BAYOU, CONTINUE STRAIGHT AHEAD FOR 0.6
 CP2786'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 CP2786'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CP2786'
 CP2786'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 CP2786'DOWLING 1958, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 CP2786'2 INCHES.  IT IS 77.5 FEET SOUTH OF A POWER POLE WITH A
 CP2786'TRANSFORMER, 42 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 CP2786'ROAD, 27.5 FEET SOUTHEAST OF A 36 INCH GUM TREE WITH BOUNDARY
 CP2786'SIGN ATTACHED, 24.5 FEET WEST OF A SMALL WOODEN POST WITH THE
 CP2786'NUMBER 2 CUT IN IT AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 CP2786'POST AND SIGN.
 CP2786'
 CP2786'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CP2786'DOWLING NO 2 1958, SET IN THE TOP OF A SQUARE CONCRETE POST
 CP2786'PROJECTING 3 INCHES.  IT IS 176 FEET SOUTH OF A POWER POLE WITH A
 CP2786'TRANSFORMER, 131 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD,
 CP2786'15.5 FEET EAST OF A 20 INCH OAK TREE AND 1 FOOT NORTH OF A METAL
 CP2786'WITNESS POST AND SIGN.
 CP2786'
 CP2786'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CP2786'DOWLING 1958 NO 3 1975, SET IN THE TOP OF A ROUND CONCRETE POST
 CP2786'FLUSH WITH THE GROUND.  IT IS 31 FEET WEST OF A U.S. FORESTRY ROAD
 CP2786'SIGN, 25.5 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 2.5 FEET
 CP2786'SOUTHWEST OF A 24 INCH GUM TREE AND 1.5 FEET NORTHEAST OF A METAL
 CP2786'WITNESS POST AND SIGN.
 CP2786'
 CP2786'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 IS 101.098 FEET.
 CP2786'
 CP2786'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DOWLING
 CP2786'1958, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 CP2786'INCHES.  IT IS 202 FEET EAST OF THE EAST SIDE OF A ROUND METAL
 CP2786'STORAGE BIN, 11 FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 2
 CP2786'FEET SOUTHEAST OF A POWER POLE WITH A GUY WIRE AND 1.5 FEET
 CP2786'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CP2786'
 CP2786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILE
 CP2786'SOUTHEAST OF ANGUILLA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1592 ***********************************************************************
 EG1592  DESIGNATION -  DOZIER
 EG1592  PID         -  EG1592
 EG1592  STATE/COUNTY-  MS/PONTOTOC
 EG1592  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1592
 EG1592                         *CURRENT SURVEY CONTROL
 EG1592  ___________________________________________________________________
 EG1592* NAD 83(1993)-  34 17 52.92899(N)    088 52 59.24991(W)     ADJUSTED  
 EG1592* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 EG1592  ___________________________________________________________________
 EG1592  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 EG1592  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EG1592  HORZ ORDER  -  SECOND
 EG1592
 EG1592.The horizontal coordinates were established by classical geodetic methods
 EG1592.and adjusted by the National Geodetic Survey in May 1994.
 EG1592
 EG1592.The orthometric height was scaled from a topographic map.
 EG1592
 EG1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1592
 EG1592.The geoid height was determined by GEOID03.
 EG1592
 EG1592;                    North         East     Units Scale Factor Converg.
 EG1592;SPC MS E     -   532,006.336   295,416.366   MT  0.99995026   -0 01 41.0
 EG1592;SPC MS E     - 1,745,424.12    969,211.86   sFT  0.99995026   -0 01 41.0
 EG1592;UTM  16      - 3,796,807.574   326,695.704   MT  0.99997023   -1 03 41.0
 EG1592
 EG1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1592!SPC MS E     -   0.99997995  x   0.99995026  =   0.99993021
 EG1592!UTM  16      -   0.99997995  x   0.99997023  =   0.99995018
 EG1592
 EG1592:                Primary Azimuth Mark                     Grid Az
 EG1592:SPC MS E     -  TUPELO RAD STA WELO S MAST               089 22 24.3
 EG1592:UTM  16      -  TUPELO RAD STA WELO S MAST               090 24 24.3
 EG1592
 EG1592|---------------------------------------------------------------------|
 EG1592| PID    Reference Object                     Distance      Geod. Az  |
 EG1592|                                                           dddmmss.s |
 EG1592| EG1560 TUPELO RAD STA WELO S MAST          APPROX.16.4 KM 0892043.3 |
 EG1592| CG3942 DOZIER RM 1                          23.660 METERS 19219     |
 EG1592| CG3943 DOZIER RM 2                          19.570 METERS 28051     |
 EG1592| EG1254 OAK                                 APPROX. 6.9 KM 2980649.0 |
 EG1592|---------------------------------------------------------------------|
 EG1592
 EG1592                          SUPERSEDED SURVEY CONTROL
 EG1592
 EG1592  NAD 83(1993)-  34 17 52.94103(N)    088 52 59.24867(W) AD(       ) 2
 EG1592  NAD 83(1986)-  34 17 52.94081(N)    088 52 59.24803(W) AD(       ) 2
 EG1592  NAD 27      -  34 17 52.56022(N)    088 52 59.03852(W) AD(       ) 2
 EG1592
 EG1592.Superseded values are not recommended for survey control.
 EG1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1592.See file dsdata.txt to determine how the superseded data were derived.
 EG1592
 EG1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC2669696808(NAD 83)
 EG1592_MARKER: DS = TRIANGULATION STATION DISK
 EG1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1592
 EG1592  HISTORY     - Date     Condition        Report By
 EG1592  HISTORY     - 1967     MONUMENTED       CGS
 EG1592  HISTORY     - 1979     GOOD             MSHD
 EG1592  HISTORY     - 19811001 GOOD             MSSU
 EG1592
 EG1592                          STATION DESCRIPTION
 EG1592
 EG1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1592'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF TUPELO, 7.5 MILES
 EG1592'NORTHEAST OF PONTOTOC, 5
 EG1592'MILES SOUTH OF SHERMAN AND ON PROPERTY OWNED BY MR A T
 EG1592'GUNTER.
 EG1592'
 EG1592'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SHERMAN GO SOUTH AND
 EG1592'SOUTHWEST ON STATE
 EG1592'HIGHWAY 9 FOR 3.85 MILES TO A CROSSROAD AND
 EG1592'ENDVILLE GROCERY STORE ON THE LEFT.
 EG1592'TURN LEFT AND GO SOUTH ON A
 EG1592'PAVED ROAD FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK AND
 EG1592'CONTINUE
 EG1592'SOUTH AND EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 EG1592'TURN RIGHT AND GO
 EG1592'SOUTH AND SOUTHWEST ON A GRAVELED ROAD FOR 0.9 MILE
 EG1592'TO A FORK.  TAKE LEFT FORK AND GO
 EG1592'SOUTH AND SOUTHEAST ON A GRAVELED
 EG1592'ROAD FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK AND GO
 EG1592'SOUTHEAST AND
 EG1592'EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 EG1592'
 EG1592'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 EG1592'
 EG1592'STATION MARK, STAMPED DOZIER 1967 PROJECTS 8 INCHES.  IT IS 31 FEET
 EG1592'NORTHWEST OF A
 EG1592'10-INCH OAK TREE WITH A TRIANGLE BALZED ON THE SOUTH
 EG1592'SIDE, 30 FEET NORTHEAST OF THE
 EG1592'CENTER OF THE GRAVELED ROAD AND 2 FEET
 EG1592'SOUTHWEST OF A METAL WITNESS POST.
 EG1592'
 EG1592'R M NO 1, STAMPED DOZIER NO 1 1967 PROJECTS 10 INCHES.  IT IS 23 FEET
 EG1592'SOUTHWEST OF THE
 EG1592'CENTER OF THE GRAVELED ROAD, 14 FEET SOUTHEAST OF
 EG1592'THE CENTER OF A TRACK ROAD AND 2.3
 EG1592'FEET WEST OF A METAL WITNESS POST.
 EG1592'
 EG1592'R M NO 2, STAMPED DOZIER NO 2 1967 PROJECTS 10 INCHES.  IT IS 18 FEET
 EG1592'SOUTHWEST OF THE
 EG1592'CENTER OF THE GRAVELED ROAD, 4 FEET EAST OF A
 EG1592'10-INCH OAK TREE AND 1.8 FEET
 EG1592'NORTHEAST OF A METAL WITNESS POST.
 EG1592'
 EG1592'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1592
 EG1592                          STATION RECOVERY (1979)
 EG1592
 EG1592'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1592'THE STATION WAS VISITED 2-23-79 AND THE STATION MARK, RM NO 1, AND
 EG1592'RM NO 2 WERE FOUND IN GOOD CONDITION.
 EG1592'
 EG1592'THE STATION IS LOCATED 5 MILES SOUTHWEST OF SHERMAN ON THE
 EG1592'NORTHEAST SIDE OF A COUNTY ROAD, 7.5 MILES NORTHEAST OF PONTOTOC IN
 EG1592'THE SOUTHEAST 1/4 OF SECTION 16, T 9S, R 4E.  IT IS 83.5 FEET
 EG1592'NORTH-NORTHWEST OF AN 18 INCH OAK, 50.5 FEET NORTHEAST OF A 16
 EG1592'INCH OAK, 29 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 14.5
 EG1592'FEET SOUTHEAST OF A 9 INCH OAK, 2 FEET WEST OF A METAL WITNESS
 EG1592'POST, 1.5 FEET SOUTHEAST OF ANOTHER METAL WITNESS POST AND
 EG1592'PROJECTS 1 INCH.  IT IS A TRIANGULATION DISK, STAMPED DOZIER 1967
 EG1592'1977.
 EG1592'
 EG1592'REFERENCE MARK NO 1 IS 77.69 FEET SOUTH OF THE STATION.  IT IS 53
 EG1592'FEET WEST OF AN 18 INCH OAK, 43 FEET SOUTHEAST OF A 16 INCH OAK,
 EG1592'25 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 13 FEET EAST
 EG1592'OF THE CENTER OF A WOODS ROAD, 4.5 FEET NORTH OF A 14 INCH OAK,
 EG1592'2 FEET WEST OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS
 EG1592'A REFERENCE MARK DISK, STAMPED DOZIER NO 1 1967.
 EG1592'
 EG1592'REFERENCE MARK NO 2 IS 64.29 FEET WEST OF THE STATION.  IT IS 55
 EG1592'FEET NORTHWEST OF A 16 INCH OAK, 18 FEET SOUTHWEST OF THE CENTER
 EG1592'OF A GRAVELED ROAD, 3.5 FEET EAST-SOUTHEAST OF A 9 INCH OAK, 1.5
 EG1592'FEET NORTHEAST OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT
 EG1592'IS A REFERENCE MARK DISK, STAMPED DOZIER NO 2 1967.
 EG1592'
 EG1592'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO WEST ON
 EG1592'MAIN STREET FOR 1 BLOCK TO THE INTERSECTION OF 3RD STREET.  TURN
 EG1592'LEFT AND GO SOUTH ON 3RD STREET (STATE HIGHWAY 9) FOR 0.4 MILE TO
 EG1592'THE U.S. HIGHWAY 78 BYPASS.  CONTINUE SOUTH ON STATE HIGHWAY 9 FOR
 EG1592'3.6 MILES TO A CROSSROAD AND A STORE AT ENDVILLE.  TURN LEFT AND
 EG1592'GO SOUTH ON A PAVED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 EG1592'FORK AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A SIDE
 EG1592'ROAD LEFT JUST BEYOND A NARROW BRIDGE.  CONTINUE SOUTH AND WEST ON A
 EG1592'GRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 EG1592'SOUTH ON A GRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE THE LEFT
 EG1592'FORK AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION
 EG1592'ON THE LEFT.
 EG1592'
 EG1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 EG1592'OF SHERMAN.
 EG1592
 EG1592                          STATION RECOVERY (1981)
 EG1592
 EG1592'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2123 ***********************************************************************
 DK2123  DESIGNATION -  DREW
 DK2123  PID         -  DK2123
 DK2123  STATE/COUNTY-  MS/SUNFLOWER
 DK2123  USGS QUAD   -  DREW (1966)
 DK2123
 DK2123                         *CURRENT SURVEY CONTROL
 DK2123  ___________________________________________________________________
 DK2123* NAD 83(1993)-  33 46 48.83435(N)    090 31 27.56205(W)     ADJUSTED  
 DK2123* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 DK2123  ___________________________________________________________________
 DK2123  X           -     -48,563.270 (meters)                     COMP
 DK2123  Y           -  -5,306,640.853 (meters)                     COMP
 DK2123  Z           -   3,526,219.359 (meters)                     COMP
 DK2123  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DK2123  ELLIP HEIGHT-          14.669 (meters)          (05/13/94) ADJUSTED
 DK2123  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DK2123  HORZ ORDER  -  THIRD
 DK2123  ELLP ORDER  -  FOURTH    CLASS I
 DK2123
 DK2123.This mark is at Ruleville-Drew Airport (M37)
 DK2123
 DK2123.The horizontal coordinates were established by GPS observations
 DK2123.and adjusted by the National Geodetic Survey in May 1994.
 DK2123
 DK2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2123
 DK2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2123
 DK2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2123
 DK2123.The ellipsoidal height was determined by GPS observations
 DK2123.and is referenced to NAD 83.
 DK2123
 DK2123.The geoid height was determined by GEOID03.
 DK2123
 DK2123;                    North         East     Units Scale Factor Converg.
 DK2123;SPC MS W     -   474,588.047   682,311.042   MT  0.99995386   -0 06 22.3
 DK2123;SPC MS W     - 1,557,044.28  2,238,548.81   sFT  0.99995386   -0 06 22.3
 DK2123;UTM  15      - 3,740,543.633   729,237.949   MT  1.00024788   +1 22 37.6
 DK2123
 DK2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2123!SPC MS W     -   0.99999770  x   0.99995386  =   0.99995156
 DK2123!UTM  15      -   0.99999770  x   1.00024788  =   1.00024558
 DK2123
 DK2123                          SUPERSEDED SURVEY CONTROL
 DK2123
 DK2123  ELLIP H (01/21/93)   14.178  (m)                       GP(       ) 4 2
 DK2123  NAD 83(1986)-  33 46 48.84625(N)    090 31 27.55812(W) AD(       ) 3
 DK2123  NAD 27      -  33 46 48.43009(N)    090 31 27.22188(W) AD(       ) 3
 DK2123  NGVD 29 (09/20/88)   41.0    (m)          135.     (f) GPS OBS     3  
 DK2123
 DK2123.Superseded values are not recommended for survey control.
 DK2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2123.See file dsdata.txt to determine how the superseded data were derived.
 DK2123
 DK2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2923840544(NAD 83)
 DK2123_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2123+STABILITY: SURFACE MOTION
 DK2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2123+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1988
 DK2123
 DK2123  HISTORY     - Date     Condition        Report By
 DK2123  HISTORY     - 1987     MONUMENTED       NGS
 DK2123  HISTORY     - 19880126 GOOD
 DK2123
 DK2123                          STATION DESCRIPTION
 DK2123
 DK2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DK2123'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 DK2123'NORTH OF RULEVILLE,
 DK2123'4.0 KM (2.5 MI) SOUTH OF DREW,
 DK2123'0.8 KM (0.5 MI) EAST OF U.S. HIGHWAY 49W, AND AT THE RULEVILLE-DREW
 DK2123'AIRPORT.
 DK2123'OWNERSHIP--TOWN OF RULEVILLE, C/O AIRPORT MANAGER GENE BEDNAR, CITY
 DK2123'HALL, RULEVILLE MS 38771.
 DK2123'TELEPHONE (601) 745-8305.
 DK2123'
 DK2123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND
 DK2123'STATE HIGHWAY 8 AT RULEVILLE, GO NORTH FOR
 DK2123'6.0 KM (3.7 MI) ON HIGHWAY 49W TO A PAVED SIDEROAD ON THE RIGHT.
 DK2123'TURN RIGHT AND GO EAST FOR 1.0 KM (0.6 MI) ON THE PAVED ROAD TO A
 DK2123'GRAVEL ROAD ON THE RIGHT.
 DK2123'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON THE GRAVEL ROAD TO
 DK2123'THE AIRPORT ENTRANCE AND THE OFFICE ON THE RIGHT.  CONTINUE WEST
 DK2123'ACROSS PARKING RAMP TO A TAXIWAY AND THE STATION ON THE LEFT, JUST
 DK2123'BEFORE REACHING A RUNWAY.
 DK2123'
 DK2123'THE STATION IS A STANDARD NGS DISK
 DK2123'STAMPED---DREW 1987---,
 DK2123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK2123'30 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 DK2123'50.75 METERS (166.5 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 DK2123'41.75 METERS (137.0 FT) EAST-SOUTHEAST FROM THE FOURTH TAXIWAY
 DK2123'LIGHT WEST OF THE RAMP,
 DK2123'21.18 METERS (69.5 FT) SOUTH FROM THE SOUTH EDGE OF THE TAXIWAY,
 DK2123'17.98 METERS (59.0 FT) SOUTHWEST FROM THE FIRST TAXIWAY LIGHT WEST
 DK2123'OF THE RAMP,
 DK2123'16.46 METERS (54.0 FT) WEST FROM THE WEST EDGE OF THE PARKING RAMP,
 DK2123'AND
 DK2123'0.30 METERS (1.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 DK2123'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK2123'STAMPED---DREW 1987---,
 DK2123'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DK2123'
 DK2123'MARK HAS BEEN HIT AND CHIPPED BUT APPERS TO BE SOLID IN THE GROUND.
 DK2123'
 DK2123'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 DK2123
 DK2123                          STATION RECOVERY (1988)
 DK2123
 DK2123'RECOVERED 1988
 DK2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2126 ***********************************************************************
 DK2126  DESIGNATION -  DREW AZ MK
 DK2126  PID         -  DK2126
 DK2126  STATE/COUNTY-  MS/SUNFLOWER
 DK2126  USGS QUAD   -  DREW (1966)
 DK2126
 DK2126                         *CURRENT SURVEY CONTROL
 DK2126  ___________________________________________________________________
 DK2126* NAD 83(1993)-  33 46 19.97380(N)    090 31 29.11790(W)     ADJUSTED  
 DK2126* NAVD 88     -        39.9    (meters)     131.     (feet)  VERTCON   
 DK2126  ___________________________________________________________________
 DK2126  X           -     -48,607.818 (meters)                     COMP
 DK2126  Y           -  -5,307,133.950 (meters)                     COMP
 DK2126  Z           -   3,525,479.645 (meters)                     COMP
 DK2126  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DK2126  ELLIP HEIGHT-          13.616 (meters)          (05/13/94) ADJUSTED
 DK2126  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK2126  HORZ ORDER  -  THIRD
 DK2126  ELLP ORDER  -  FOURTH    CLASS I
 DK2126
 DK2126.This mark is at Ruleville-Drew Airport (M37)
 DK2126
 DK2126.The horizontal coordinates were established by GPS observations
 DK2126.and adjusted by the National Geodetic Survey in May 1994.
 DK2126
 DK2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2126
 DK2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2126
 DK2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2126
 DK2126.The ellipsoidal height was determined by GPS observations
 DK2126.and is referenced to NAD 83.
 DK2126
 DK2126.The geoid height was determined by GEOID03.
 DK2126
 DK2126;                    North         East     Units Scale Factor Converg.
 DK2126;SPC MS W     -   473,698.952   682,269.363   MT  0.99995387   -0 06 23.1
 DK2126;SPC MS W     - 1,554,127.31  2,238,412.07   sFT  0.99995387   -0 06 23.1
 DK2126;UTM  15      - 3,739,653.495   729,219.290   MT  1.00024777   +1 22 35.7
 DK2126
 DK2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2126!SPC MS W     -   0.99999786  x   0.99995387  =   0.99995173
 DK2126!UTM  15      -   0.99999786  x   1.00024777  =   1.00024563
 DK2126
 DK2126                          SUPERSEDED SURVEY CONTROL
 DK2126
 DK2126  ELLIP H (01/21/93)   13.133  (m)                       GP(       ) 4 2
 DK2126  NAD 83(1986)-  33 46 19.98572(N)    090 31 29.11372(W) AD(       ) 3
 DK2126  NAD 27      -  33 46 19.56904(N)    090 31 28.77771(W) AD(       ) 3
 DK2126  NGVD 29 (09/20/88)   40.0    (m)          131.     (f) GPS OBS     3  
 DK2126
 DK2126.Superseded values are not recommended for survey control.
 DK2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2126.See file dsdata.txt to determine how the superseded data were derived.
 DK2126
 DK2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2921939653(NAD 83)
 DK2126_MARKER: Z = SEE DESCRIPTION
 DK2126_SETTING: 0 = UNSPECIFIED SETTING
 DK2126_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2126+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DK2126
 DK2126  HISTORY     - Date     Condition        Report By
 DK2126  HISTORY     - 1988     MONUMENTED       NGS
 DK2126
 DK2126                          STATION DESCRIPTION
 DK2126
 DK2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 DK2126'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 DK2126'NORTH OF RULEVILLE, 4.8 KM (3.0 MI) SOUTH OF DREW, 0.8 KM (0.5 MI)
 DK2126'EAST OF U.S. HIGHWAY 49W, ON THE RULEVILLE-DREW AIRPORT, AT THE
 DK2126'SOUTHEAST CORNER OF THE SINGLE RUNWAY.
 DK2126'OWNERSHIP--TOWN OF RULEVILLE, C/O AIRPORT MANAGER GENE BEDNAR,
 DK2126'CITY HALL, RULEVILLE, MS 38771.  PHONE (601) 745-8305.
 DK2126'
 DK2126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W AND
 DK2126'STATE HIGHWAY 8 AT RULEVILLE, GO NORTH FOR 6.0 KM (3.7 MI) ON
 DK2126'HIGHWAY 49W TO A PAVED SIDE ROAD ON THE RIGHT.
 DK2126'TURN RIGHT AND GO EAST FOR 1.0 KM (0.6 MI) ON THE PAVED ROAD TO A
 DK2126'GRAVEL ROAD ON THE RIGHT.
 DK2126'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON THE GRAVEL ROAD TO A
 DK2126'GATE AND THE AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH GATE AND
 DK2126'TURN RIGHT, WEST, FOR 0.2 KM (0.1 MI) ACROSS THE PARKING PAD AND
 DK2126'RAMP TO THE RUNWAY.
 DK2126'TURN LEFT AND GO SOUTH FOR 0.9 KM (0.55 MI) ON THE RUNWAY TO THE
 DK2126'SOUTH END OF THE RUNWAY AND THE STATION ON THE LEFT.
 DK2126'
 DK2126'THE STATION IS THE TOP OF A STAINLESS STEEL ROD 9 CM BELOW GROUND,
 DK2126'DRIVEN TO REFUSAL AT A DEPTH OF 36.0 METERS IN A GREASE FILLED
 DK2126'SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A PVC PIPE
 DK2126'COVERED BY A STANDARD NGS LOGO CAP STAMPED---DREW AZ MK 1988---,
 DK2126'FLUSH WITH THE GROUND.
 DK2126'LOCATED 27.3 METERS (89.6 FT) EAST FROM THE EXTENDED CENTER OF THE
 DK2126'RUNWAY, 15.1 METERS (49.5 FT) EAST-SOUTHEAST FROM THE EASTERNMOST
 DK2126'RUNWAY END LIGHT, 6.9 METERS (22.6 FT) SOUTHWEST FROM THE SOUTHEAST
 DK2126'CORNER OF THE PAVED AIRPLANE TURN AROUND, 5.5 METERS (18.0 FT)
 DK2126'SOUTH FROM THE SOUTH EDGE OF THE PAVED TURN AROUND, AND 0.45 METERS
 DK2126'(1.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 DK2126'
 DK2126'DESCRIBED BY C.L. SMITH, TYPED BY C.L. SMITH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1917 ***********************************************************************
 DK1917  DESIGNATION -  DREW BAPTIST CHURCH SPIRE
 DK1917  PID         -  DK1917
 DK1917  STATE/COUNTY-  MS/SUNFLOWER
 DK1917  USGS QUAD   -  DREW (1966)
 DK1917
 DK1917                         *CURRENT SURVEY CONTROL
 DK1917  ___________________________________________________________________
 DK1917* NAD 83(1993)-  33 48 32.76849(N)    090 31 47.75980(W)     ADJUSTED  
 DK1917* NAVD 88     -              **(meters)            **(feet)            
 DK1917  ___________________________________________________________________
 DK1917  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DK1917  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1917  HORZ ORDER  -  THIRD
 DK1917
 DK1917.The horizontal coordinates were established by classical geodetic methods
 DK1917.and adjusted by the National Geodetic Survey in May 1994.
 DK1917
 DK1917
 DK1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1917
 DK1917.The geoid height was determined by GEOID03.
 DK1917
 DK1917;                    North         East     Units Scale Factor Converg.
 DK1917;SPC MS W     -   477,791.160   681,797.524   MT  0.99995408   -0 06 33.8
 DK1917;SPC MS W     - 1,567,553.16  2,236,864.04   sFT  0.99995408   -0 06 33.8
 DK1917;UTM  15      - 3,743,733.306   728,641.484   MT  1.00024450   +1 22 30.0
 DK1917
 DK1917                          SUPERSEDED SURVEY CONTROL
 DK1917
 DK1917  NAD 83(1986)-  33 48 32.77901(N)    090 31 47.75677(W) AD(       ) 4
 DK1917  NAD 27      -  33 48 32.36900(N)    090 31 47.42000(W) AD(       ) 3
 DK1917
 DK1917.Superseded values are not recommended for survey control.
 DK1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1917.See file dsdata.txt to determine how the superseded data were derived.
 DK1917
 DK1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2864143733(NAD 83)
 DK1917_MARKER: 90 = CHURCH SPIRE
 DK1917
 DK1917  HISTORY     - Date     Condition        Report By
 DK1917  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1917  HISTORY     - 1967     GOOD             MSHD
 DK1917
 DK1917                          STATION DESCRIPTION
 DK1917
 DK1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1917'STATION IS THE FINIAL ATOP THE SPIRE ON A LARGE RED BRICK
 DK1917'CHURCH.
 DK1917'
 DK1917'THE CHURCH IS ABOUT 0.15 MILE SOUTHWEST OF THE CENTER OF THE
 DK1917'TOWN OF DREW ON S. CHURCH STREET.
 DK1917
 DK1917                          STATION RECOVERY (1967)
 DK1917
 DK1917'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1917'THE STATION WAS VISITED 9-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1917'CONDITION.
 DK1917'
 DK1917'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF PRENTISS AND CHURCH
 DK1917'STREETS IN DREW.  THE STATION IS THE FINAL ATOP THE SPIRE OF THE
 DK1917'BAPTIST CHURCH IN DREW.
 DK1917'
 DK1917'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DREW, GO EAST ON
 DK1917'PARK AVENUE FOR APPROXIMATELY 100 FEET TO THE INTERSECTION OF CHURCH
 DK1917'STREET.  TURN RIGHT (SOUTH) AND CONTINUE ON CHURCH STREET FOR 0.2
 DK1917'MILE TO THE BAPTIST CHURCH ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1914 ***********************************************************************
 DK1914  DESIGNATION -  DREW D V ANTENNA CO HI TV MAST
 DK1914  PID         -  DK1914
 DK1914  STATE/COUNTY-  MS/SUNFLOWER
 DK1914  USGS QUAD   -  DREW (1966)
 DK1914
 DK1914                         *CURRENT SURVEY CONTROL
 DK1914  ___________________________________________________________________
 DK1914* NAD 83(1993)-  33 48 38.46589(N)    090 32 28.47578(W)     ADJUSTED  
 DK1914* NAVD 88     -              **(meters)            **(feet)            
 DK1914  ___________________________________________________________________
 DK1914  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DK1914  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DK1914  HORZ ORDER  -  THIRD
 DK1914
 DK1914.The horizontal coordinates were established by classical geodetic methods
 DK1914.and adjusted by the National Geodetic Survey in May 1994.
 DK1914
 DK1914
 DK1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1914
 DK1914.The geoid height was determined by GEOID03.
 DK1914
 DK1914;                    North         East     Units Scale Factor Converg.
 DK1914;SPC MS W     -   477,968.750   680,750.725   MT  0.99995457   -0 06 56.5
 DK1914;SPC MS W     - 1,568,135.81  2,233,429.67   sFT  0.99995457   -0 06 56.5
 DK1914;UTM  15      - 3,743,883.762   727,590.134   MT  1.00023859   +1 22 07.6
 DK1914
 DK1914                          SUPERSEDED SURVEY CONTROL
 DK1914
 DK1914  NAD 83(1986)-  33 48 38.47637(N)    090 32 28.47276(W) AD(       ) 4
 DK1914  NAD 27      -  33 48 38.06700(N)    090 32 28.13800(W) AD(       ) 3
 DK1914
 DK1914.Superseded values are not recommended for survey control.
 DK1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1914.See file dsdata.txt to determine how the superseded data were derived.
 DK1914
 DK1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2759043884(NAD 83)
 DK1914_MARKER: 42 = RADIO/TV MAST
 DK1914
 DK1914  HISTORY     - Date     Condition        Report By
 DK1914  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1914  HISTORY     - 1967     GOOD             MSHD
 DK1914
 DK1914                          STATION DESCRIPTION
 DK1914
 DK1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1914'STATION IS THE TOP CENTER OF A RED AND WHITE PAINTED SLENDER
 DK1914'STEEL MAST ABOUT 141 FEET HIGH.
 DK1914'
 DK1914'THIS MAST IS THE MOST SOUTHERLY AND THE HIGHEST ONE OF FOUR
 DK1914'MASTS IN THE IMMEDIATE VICINITY.
 DK1914'
 DK1914'IT IS LOCATED AT THE NORTHWEST EDGE OF THE TOWN OF DREW.
 DK1914
 DK1914                          STATION RECOVERY (1967)
 DK1914
 DK1914'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1914'THE STATION WAS VISITED 9-26-67 AND WAS FOUND IN GOOD CONDITION.
 DK1914'
 DK1914'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF DREW AND IS THE TOP
 DK1914'CENTER OF THE MOST SOUTHERLY AND THE HIGHEST ONE OF FOUR MAST IN THE
 DK1914'IMMEDIATED VICINITY.  THE MAST IS A UNIFORM CROSS-SECTION STEEL
 DK1914'STRUCTURE PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 140 FEET
 DK1914'TALL.
 DK1914'
 DK1914'TO REACH FROM THE U.S. POST OFFICE IN DREW GO WEST ON PARK AVENUE FOR
 DK1914'0.6 MILE TO THE MAST ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1918 ***********************************************************************
 DK1918  DESIGNATION -  DREW FEDERAL COMPRESS CO TANK
 DK1918  PID         -  DK1918
 DK1918  STATE/COUNTY-  MS/SUNFLOWER
 DK1918  USGS QUAD   -  DREW (1966)
 DK1918
 DK1918                         *CURRENT SURVEY CONTROL
 DK1918  ___________________________________________________________________
 DK1918* NAD 83(1993)-  33 48 13.86113(N)    090 31 45.93637(W)     ADJUSTED  
 DK1918* NAVD 88     -              **(meters)            **(feet)            
 DK1918  ___________________________________________________________________
 DK1918  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DK1918  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1918  HORZ ORDER  -  THIRD
 DK1918
 DK1918.The horizontal coordinates were established by classical geodetic methods
 DK1918.and adjusted by the National Geodetic Survey in May 1994.
 DK1918
 DK1918
 DK1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1918
 DK1918.The geoid height was determined by GEOID03.
 DK1918
 DK1918;                    North         East     Units Scale Factor Converg.
 DK1918;SPC MS W     -   477,208.547   681,843.311   MT  0.99995406   -0 06 32.7
 DK1918;SPC MS W     - 1,565,641.71  2,237,014.26   sFT  0.99995406   -0 06 32.7
 DK1918;UTM  15      - 3,743,151.906   728,702.364   MT  1.00024485   +1 22 30.4
 DK1918
 DK1918                          SUPERSEDED SURVEY CONTROL
 DK1918
 DK1918  NAD 83(1986)-  33 48 13.87165(N)    090 31 45.93334(W) AD(       ) 4
 DK1918  NAD 27      -  33 48 13.46300(N)    090 31 45.60000(W) AD(       ) 3
 DK1918
 DK1918.Superseded values are not recommended for survey control.
 DK1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1918.See file dsdata.txt to determine how the superseded data were derived.
 DK1918
 DK1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2870243152(NAD 83)
 DK1918_MARKER: 53 = ELEVATED TANK
 DK1918
 DK1918  HISTORY     - Date     Condition        Report By
 DK1918  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1918  HISTORY     - 1967     GOOD             MSHD
 DK1918
 DK1918                          STATION DESCRIPTION
 DK1918
 DK1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1918'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 110
 DK1918'FEET HIGH, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 DK1918'
 DK1918'THE WORDS FEDERAL COMPRESS AND WAREHOUSE CO. ARE PAINTED IN
 DK1918'BLACK ON THE NORTH AND SOUTH SIDES OF THE TANK.
 DK1918'
 DK1918'THE TANK IS ABOUT 0.5 MILE SOUTH OF THE CENTER OF THE TOWN
 DK1918'OF DREW, AND ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 49W.
 DK1918
 DK1918                          STATION RECOVERY (1967)
 DK1918
 DK1918'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1918'THE STATION WAS VISITED 9-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1918'CONDITION.
 DK1918'
 DK1918'THE STATION IS LOCATED ABOUT MIDWAY ALONG THE WEST EDGE OF THE
 DK1918'GROUNDS OF THE DREW FEDERAL COMPRESS AND WAREHOUSE COMPANY ABOUT
 DK1918'0.5 MILE SOUTH OF THE CENTER OF DREW AND 0.1 MILE WEST OF THE
 DK1918'CENTER OF U.S. HIGHWAY 49W.  IT IS THE FINAL ATOP A SILVER PAINTED
 DK1918'TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND IS ABOUT
 DK1918'110 FEET HIGH.  THE WORDS FEDERAL COMPRESS AND WHAREHOUSE
 DK1918'COMPANY ARE PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES OF THE
 DK1918'TANK.
 DK1918'
 DK1918'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DREW GO EAST ON
 DK1918'PARK AVENUE FOR 0.15 MILE TO THE INTERSECTION OF FRONT STREET ON
 DK1918'THE EAST SIDE OF THE RAILROAD TRACK.  TURN RIGHT (SOUTH) AND
 DK1918'CONTINUE ON FRONT STREET FOR 0.5 MILE TO THE TANK ON THE LEFT AS
 DK1918'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1920 ***********************************************************************
 DK1920  DESIGNATION -  DREW FEDERAL COMPRESS CO STACK
 DK1920  PID         -  DK1920
 DK1920  STATE/COUNTY-  MS/SUNFLOWER
 DK1920  USGS QUAD   -  DREW (1966)
 DK1920
 DK1920                         *CURRENT SURVEY CONTROL
 DK1920  ___________________________________________________________________
 DK1920* NAD 83(1993)-  33 48 13.19958(N)    090 31 41.28792(W)     ADJUSTED  
 DK1920* NAVD 88     -              **(meters)            **(feet)            
 DK1920  ___________________________________________________________________
 DK1920  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DK1920  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1920  HORZ ORDER  -  THIRD
 DK1920
 DK1920.The horizontal coordinates were established by classical geodetic methods
 DK1920.and adjusted by the National Geodetic Survey in May 1994.
 DK1920
 DK1920
 DK1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1920
 DK1920.The geoid height was determined by GEOID03.
 DK1920
 DK1920;                    North         East     Units Scale Factor Converg.
 DK1920;SPC MS W     -   477,187.939   681,962.830   MT  0.99995401   -0 06 30.2
 DK1920;SPC MS W     - 1,565,574.10  2,237,406.38   sFT  0.99995401   -0 06 30.2
 DK1920;UTM  15      - 3,743,134.395   728,822.412   MT  1.00024553   +1 22 32.9
 DK1920
 DK1920                          SUPERSEDED SURVEY CONTROL
 DK1920
 DK1920  NAD 83(1986)-  33 48 13.21002(N)    090 31 41.28492(W) AD(       ) 4
 DK1920  NAD 27      -  33 48 12.80500(N)    090 31 40.95100(W) AD(       ) 3
 DK1920
 DK1920.Superseded values are not recommended for survey control.
 DK1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1920.See file dsdata.txt to determine how the superseded data were derived.
 DK1920
 DK1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2882243134(NAD 83)
 DK1920_MARKER: 63 = STACK
 DK1920
 DK1920  HISTORY     - Date     Condition        Report By
 DK1920  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1920  HISTORY     - 1967     GOOD             CGS
 DK1920
 DK1920                          STATION DESCRIPTION
 DK1920
 DK1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1920'STATION IS THE TOP CENTER OF A ROUND, BLACK METAL STACK ABOUT
 DK1920'90 FEET HIGH ON THE EAST SIDE OF THE FEDERAL COMPRESS CO.
 DK1920'PLANT.  THE FEDERAL COMPRESS CO. TANK IS ON THE WEST SIDE OF
 DK1920'THE PLANT.
 DK1920'
 DK1920'THE STACK IS ABOUT 0.5 MILE SOUTH OF THE CENTER OF THE TOWN
 DK1920'OF DREW, AND ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 49W.
 DK1920
 DK1920                          STATION RECOVERY (1967)
 DK1920
 DK1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HBT)
 DK1920'THE STATION WAS VISITED 9-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1920'CONDITION.
 DK1920'
 DK1920'THE STATION IS LOCATED ON THE EAST SIDE OF THE FEDERAL COMPRESS
 DK1920'COMPANY PLANT ABOUT 0.5 MILE SOUTH OF THE CENTER OF DREW AND ABOUT
 DK1920'0.1 MILE WEST OF U.S. HIGHWAY 49W.  IT IS THE TOP CENTER OF A ROUND
 DK1920'BLACK METAL STACK ABOUT 90 FEET HIGH.
 DK1920'
 DK1920'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DREW GO EAST ON
 DK1920'PARK AVENUE FOR 0.15 MILE TO THE INTERSECTION OF FRONT STREET ON THE
 DK1920'EAST SIDE OF THE RAILROAD TRACK.  TURN RIGHT (SOUTH) AND CONTINUE
 DK1920'ON FRONT STREET FOR 0.5 MILE TO THE STACK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1921 ***********************************************************************
 DK1921  DESIGNATION -  DREW MUNICIPAL TANK
 DK1921  PID         -  DK1921
 DK1921  STATE/COUNTY-  MS/SUNFLOWER
 DK1921  USGS QUAD   -  DREW (1966)
 DK1921
 DK1921                         *CURRENT SURVEY CONTROL
 DK1921  ___________________________________________________________________
 DK1921* NAD 83(1993)-  33 48 32.17395(N)    090 31 38.73591(W)     ADJUSTED  
 DK1921* NAVD 88     -              **(meters)            **(feet)            
 DK1921  ___________________________________________________________________
 DK1921  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DK1921  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1921  HORZ ORDER  -  THIRD
 DK1921
 DK1921.The horizontal coordinates were established by classical geodetic methods
 DK1921.and adjusted by the National Geodetic Survey in May 1994.
 DK1921
 DK1921
 DK1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1921
 DK1921.The geoid height was determined by GEOID03.
 DK1921
 DK1921;                    North         East     Units Scale Factor Converg.
 DK1921;SPC MS W     -   477,772.402   682,029.570   MT  0.99995398   -0 06 28.8
 DK1921;SPC MS W     - 1,567,491.62  2,237,625.35   sFT  0.99995398   -0 06 28.8
 DK1921;UTM  15      - 3,743,720.562   728,874.005   MT  1.00024582   +1 22 35.0
 DK1921
 DK1921                          SUPERSEDED SURVEY CONTROL
 DK1921
 DK1921  NAD 83(1986)-  33 48 32.18446(N)    090 31 38.73282(W) AD(       ) 4
 DK1921  NAD 27      -  33 48 31.77500(N)    090 31 38.39700(W) AD(       ) 3
 DK1921
 DK1921.Superseded values are not recommended for survey control.
 DK1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1921.See file dsdata.txt to determine how the superseded data were derived.
 DK1921
 DK1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2887443721(NAD 83)
 DK1921_MARKER: 53 = ELEVATED TANK
 DK1921
 DK1921  HISTORY     - Date     Condition        Report By
 DK1921  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1921  HISTORY     - 1957     GOOD             CGS
 DK1921  HISTORY     - 1967     GOOD             MSHD
 DK1921
 DK1921                          STATION DESCRIPTION
 DK1921
 DK1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1921'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 100
 DK1921'FEET HIGH SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 DK1921'
 DK1921'THE WORD DREW IS PAINTED IN BLACK ON THE NORTH AND SOUTH
 DK1921'SIDES OF THE TANK.
 DK1921'
 DK1921'THE STATION IS ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 49W AT
 DK1921'A POINT 0.1 MILE SOUTH OF THE CENTER OF THE TOWN OF DREW.
 DK1921'
 DK1921'THIS TANK WAS LOCATED IN 1939 AND WAS CALLED, DREW LOW TANK 1939.
 DK1921
 DK1921                          STATION RECOVERY (1967)
 DK1921
 DK1921'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1921'THE STATION WAS VISITED 9-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1921'CONDITION.
 DK1921'
 DK1921'THE STATION IS LOCATED 0.1 MILE WEST OF U.S. HIGHWAY 49W AND 0.1 MILE
 DK1921'SOUTH OF THE CENTER OF THE TOWN OF DREW.  THE STATION IS THE FINAL
 DK1921'ATOP A SILVER PAINTED TANK SUPPORTED BY A FOUR LEGGED STEEL
 DK1921'STRUCTURE AND IS APPROXIMATELY 100 FEET HIGH.  THE TANK WAS
 DK1921'LOCATED IN 1939 AND WAS CALLED DREW LOW TANK 1939.
 DK1921'
 DK1921'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DREW GO EAST ON
 DK1921'PARK AVENUE FOR 0.15 MILE TO THE INTERSECTION OF FRONT STREET ON THE
 DK1921'EAST SIDE OF THE RAILROAD TRACK.  TURN RIGHT (SOUTH) AND CONTINUE
 DK1921'ON FRONT STREET FOR 0.2 MILE TO THE TANK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1919 ***********************************************************************
 DK1919  DESIGNATION -  DREW QUAKER OATS CO ELEV ROD
 DK1919  PID         -  DK1919
 DK1919  STATE/COUNTY-  MS/SUNFLOWER
 DK1919  USGS QUAD   -  DREW (1966)
 DK1919
 DK1919                         *CURRENT SURVEY CONTROL
 DK1919  ___________________________________________________________________
 DK1919* NAD 83(1993)-  33 48 32.10402(N)    090 31 41.98791(W)     ADJUSTED  
 DK1919* NAVD 88     -              **(meters)            **(feet)            
 DK1919  ___________________________________________________________________
 DK1919  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DK1919  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DK1919  HORZ ORDER  -  THIRD
 DK1919
 DK1919.The horizontal coordinates were established by classical geodetic methods
 DK1919.and adjusted by the National Geodetic Survey in May 1994.
 DK1919
 DK1919
 DK1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1919
 DK1919.The geoid height was determined by GEOID03.
 DK1919
 DK1919;                    North         East     Units Scale Factor Converg.
 DK1919;SPC MS W     -   477,770.406   681,945.930   MT  0.99995402   -0 06 30.6
 DK1919;SPC MS W     - 1,567,485.07  2,237,350.94   sFT  0.99995402   -0 06 30.6
 DK1919;UTM  15      - 3,743,716.398   728,790.420   MT  1.00024535   +1 22 33.2
 DK1919
 DK1919                          SUPERSEDED SURVEY CONTROL
 DK1919
 DK1919  NAD 83(1986)-  33 48 32.11458(N)    090 31 41.98488(W) AD(       ) 4
 DK1919  NAD 27      -  33 48 31.70500(N)    090 31 41.64900(W) AD(       ) 3
 DK1919
 DK1919.Superseded values are not recommended for survey control.
 DK1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1919.See file dsdata.txt to determine how the superseded data were derived.
 DK1919
 DK1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2879043716(NAD 83)
 DK1919_MARKER: 65 = GRAIN ELEVATOR
 DK1919
 DK1919  HISTORY     - Date     Condition        Report By
 DK1919  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1919  HISTORY     - 1967     POOR             MSHD
 DK1919
 DK1919                          STATION DESCRIPTION
 DK1919
 DK1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1919'STATION IS A ROD NEAR THE CENTER ATOP THE HIGHEST PART OF THE
 DK1919'ELEVATOR.  THE ELEVATOR IS A CONCRETE STRUCTURE WHICH IS 102
 DK1919'FEET IN HEIGHT, AND IS PAINTED WHITE.  IT IS AT THE WEST SIDE OF
 DK1919'SOUTH FRONT STREET AND THE EAST SIDE OF THE ILLINOIS CENTRAL
 DK1919'RAILROAD, ABOUT 0.1 MILE SOUTH OF THE CENTER OF THE TOWN OF DREW.
 DK1919
 DK1919                          STATION RECOVERY (1967)
 DK1919
 DK1919'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1919'THE STATION WAS VISITED AND THE STATION APPEARED TO BE LEANING
 DK1919'APPROXIMATELY 45 DEG.
 DK1919'
 DK1919'THE STATION IS LOCATED 0.1 MILE SOUTH OF THE CENTER OF DREW ON THE
 DK1919'EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD AND ON THE WEST SIDE OF
 DK1919'FRONT STREET.  THIS STATION IS A ROD NEAR THE CENTER ATOP THE
 DK1919'HIGHEST PART OF THE ELEVATOR.  THE ELEVATOR IS A CONCRETE
 DK1919'STRUCTURE 102 FEET HIGH AND IS PAINTED WHITE.
 DK1919'
 DK1919'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DREW GO EAST ON
 DK1919'PARK AVENUE FOR 0.15 MILE TO THE INTERSECTION OF FRONT STREET ON THE
 DK1919'EAST SIDE OF THE RAILROAD TRACK.  TURN RIGHT (SOUTH) AND CONTINUE
 DK1919'ON FRONT STREET FOR 0.2 MILE TO THE ELEVATOR ON THE RIGHT AS
 DK1919'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1664 ***********************************************************************
 BV1664  DESIGNATION -  DREYFUS DIXIE PINE PROD CO TK
 BV1664  PID         -  BV1664
 BV1664  STATE/COUNTY-  MS/FORREST
 BV1664  USGS QUAD   -  HATTIESBURG (1982)
 BV1664
 BV1664                         *CURRENT SURVEY CONTROL
 BV1664  ___________________________________________________________________
 BV1664* NAD 83(1993)-  31 17 38.55167(N)    089 16 24.27163(W)     ADJUSTED  
 BV1664* NAVD 88     -              **(meters)            **(feet)            
 BV1664  ___________________________________________________________________
 BV1664  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BV1664  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BV1664  HORZ ORDER  -  THIRD
 BV1664
 BV1664.The horizontal coordinates were established by classical geodetic methods
 BV1664.and adjusted by the National Geodetic Survey in May 1994.
 BV1664
 BV1664
 BV1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1664
 BV1664.The geoid height was determined by GEOID03.
 BV1664
 BV1664;                    North         East     Units Scale Factor Converg.
 BV1664;SPC MS E     -   198,959.720   258,102.339   MT  0.99997164   -0 13 42.9
 BV1664;SPC MS E     -   652,753.68    846,790.76   sFT  0.99997164   -0 13 42.9
 BV1664;UTM  16      - 3,464,420.588   283,609.088   MT  1.00017759   -1 10 52.8
 BV1664
 BV1664                          SUPERSEDED SURVEY CONTROL
 BV1664
 BV1664  NAD 83(1986)-  31 17 38.56658(N)    089 16 24.27104(W) AD(       ) 4
 BV1664  NAD 27      -  31 17 37.94200(N)    089 16 24.05000(W) AD(       ) 3
 BV1664
 BV1664.Superseded values are not recommended for survey control.
 BV1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1664.See file dsdata.txt to determine how the superseded data were derived.
 BV1664
 BV1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8360964421(NAD 83)
 BV1664_MARKER: 53 = ELEVATED TANK
 BV1664
 BV1664  HISTORY     - Date     Condition        Report By
 BV1664  HISTORY     - 1939     FIRST OBSERVED   CGS
 BV1664  HISTORY     - 1953     GOOD             CGS
 BV1664  HISTORY     - 1956     GOOD             CGS
 BV1664  HISTORY     - 1965     GOOD             MSHD
 BV1664  HISTORY     - 1967     GOOD             CGS
 BV1664
 BV1664                          STATION DESCRIPTION
 BV1664
 BV1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1664'THIS IS THE WATER TANK ON THE PROPERTY OF THE DIXIE PINE PRODUCTS
 BV1664'WHICH IS LOCATED IN THE CENTER OF THE TOWN OF DREYFUS. IT IS ABOUT
 BV1664'125 FEET HIGH AND IS PAINTED ALUMINUM COLOR.
 BV1664'
 BV1664'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATION WALTERS 1935,
 BV1664'TISDALE, AND HENINGTON.
 BV1664'
 BV1664'AN INTERSECTION STATION.
 BV1664
 BV1664                          STATION RECOVERY (1953)
 BV1664
 BV1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BV1664'TANK IS NOW PAINTED BLACK. THE DESCRIPTION IS OTHERWISE GOOD.
 BV1664
 BV1664                          STATION RECOVERY (1956)
 BV1664
 BV1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1664'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1664'CONDITION. THE TANK IS LOCATED IN THE CENTER OF THE TOWN OF DREYFUS,
 BV1664'AT THE DIXIE PINE PRODUCTS CO. PLANT. IT IS A FOUR-LEGGED STEEL
 BV1664'STRUCTURE SUPPORTING A TANK ON ITS TOP. IT IS ABOUT 125 FT. HIGH.
 BV1664'
 BV1664'TO REACH THE TANK FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BV1664'BUSINESS ROUTE 49, ONE-HALF BLOCK N OF THE POST OFFICE IN
 BV1664'HATTIESBURG, GO E ON BUSINESS ROUTE 49 FOR 1.0 MI. TO THE HOSPITAL
 BV1664'ON THE RIGHT AND WHERE BUSINESS ROUTE 49 TURNS RIGHT, KEEP
 BV1664'STRAIGHT AHEAD (CROSSING RAILROAD TRACKS) FOR 1.5 MI. TO A SIDE
 BV1664'ROAD RIGHT, TURN RIGHT AND GO 0.15 MI. TO THE DIXIE PINE PRODUCTS
 BV1664'CO. AND THE TANK ON THE LEFT.
 BV1664'
 BV1664'THIS IS AN INTERSECTION STATION.
 BV1664
 BV1664                          STATION RECOVERY (1965)
 BV1664
 BV1664'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1664'THE STATION SITE WAS VISITED 11-23-65 AND WAS FOUND IN GOOD
 BV1664'CONDITION.
 BV1664'
 BV1664'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FORREST
 BV1664'COUNTY COURTHOUSE ON BUSINESS ROUTE 49 IN HATTIESBURG. GO EAST AND
 BV1664'SOUTHEAST FOR 1.07 MILES TO THE HOSPITAL ON THE RIGHT AND WHERE
 BV1664'BUSINESS ROUTE 49 TURNS RIGHT. KEEP STRAIGHT AHEAD ON A BLACKTOP
 BV1664'ROAD AND ACROSS THE RAILROAD TRACKS FOR 1.5 MILES TO A SIDE ROAD
 BV1664'RIGHT. TURN RIGHT ON A BLACKTOP ROAD FOR 0.2 MILES TO THE
 BV1664'ENTRANCE OF THE DIXIE PINE PRODUCTS COMPANY AND THE TANK ON THE
 BV1664'LEFT. THE TANK IS APPROXIMATELY 300 FEET SOUTH OF THE ENTRANCE
 BV1664'TO THE COMPANY.
 BV1664'
 BV1664'IT IS LOCATED IN THE CENTER OF THE TOWN OF DREYFUS AT THE DIXIE PINE
 BV1664'PRODUCTS COMPANY PLANT AND IS APPROXIMATELY 125 FEET HIGH AND
 BV1664'PAINTED BLACK.
 BV1664
 BV1664                          STATION RECOVERY (1967)
 BV1664
 BV1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DCW)
 BV1664'STATION RECOVERED IN GOOD CONDITION. THE 1965 RECOVERY NOTE, BY H.B.
 BV1664'T., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2459 ***********************************************************************
 BW2459  DESIGNATION -  DRY
 BW2459  PID         -  BW2459
 BW2459  STATE/COUNTY-  MS/WILKINSON
 BW2459  USGS QUAD   -  LANEHEART (1988)
 BW2459
 BW2459                         *CURRENT SURVEY CONTROL
 BW2459  ___________________________________________________________________
 BW2459* NAD 83(1993)-  31 10 16.43322(N)    091 15 12.55415(W)     ADJUSTED  
 BW2459* NAVD 88     -        98.90   (+/-2cm)     324.5    (feet)  VERTCON   
 BW2459  ___________________________________________________________________
 BW2459  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BW2459  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BW2459  HORZ ORDER  -  SECOND
 BW2459  VERT ORDER  -  THIRD ? (See Below)
 BW2459
 BW2459.The horizontal coordinates were established by classical geodetic methods
 BW2459.and adjusted by the National Geodetic Survey in May 1994.
 BW2459
 BW2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2459.The vertical order pertains to the NGVD 29 superseded value.
 BW2459
 BW2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2459
 BW2459.The geoid height was determined by GEOID03.
 BW2459
 BW2459;                    North         East     Units Scale Factor Converg.
 BW2459;SPC MS W     -   185,624.974   612,281.419   MT  1.00004488   -0 28 34.7
 BW2459;SPC MS W     -   609,004.60  2,008,793.29   sFT  1.00004488   -0 28 34.7
 BW2459;UTM  15      - 3,449,892.245   666,446.075   MT  0.99994173   +0 54 15.1
 BW2459
 BW2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2459!SPC MS W     -   0.99998869  x   1.00004488  =   1.00003357
 BW2459!UTM  15      -   0.99998869  x   0.99994173  =   0.99993042
 BW2459
 BW2459:                Primary Azimuth Mark                     Grid Az
 BW2459:SPC MS W     -  DRY AZ MK                                020 37 57.2
 BW2459:UTM  15      -  DRY AZ MK                                019 15 07.4
 BW2459
 BW2459|---------------------------------------------------------------------|
 BW2459| PID    Reference Object                     Distance      Geod. Az  |
 BW2459|                                                           dddmmss.s |
 BW2459| CY3479 DRY AZ MK                                          0200922.5 |
 BW2459| CY3480 DRY RM 1                             25.566 METERS 07103     |
 BW2459| CY3481 DRY RM 2                             21.620 METERS 18845     |
 BW2459| BW2461 WOODVILLE SEVEN DAY GROCERY TK      APPROX. 8.9 KM 2091008.8 |
 BW2459| BW2463 WOODVILLE MUNICIPAL TANK            APPROX. 8.6 KM 2101001.8 |
 BW2459| BW2472 RED BUG                             APPROX.10.4 KM 3532743.2 |
 BW2459|---------------------------------------------------------------------|
 BW2459
 BW2459                          SUPERSEDED SURVEY CONTROL
 BW2459
 BW2459  NAD 83(1993)-  31 10 16.44687(N)    091 15 12.55166(W) AD(       ) 2
 BW2459  NAD 83(1986)-  31 10 16.44938(N)    091 15 12.54924(W) AD(       ) 2
 BW2459  NAD 27      -  31 10 15.82500(N)    091 15 12.15600(W) AD(       ) 2
 BW2459  NGVD 29 (07/19/86)   98.88   (m)          324.4    (f) LEVELING    3  
 BW2459
 BW2459.Superseded values are not recommended for survey control.
 BW2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2459.See file dsdata.txt to determine how the superseded data were derived.
 BW2459
 BW2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6644649892(NAD 83)
 BW2459_MARKER: DS = TRIANGULATION STATION DISK
 BW2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2459
 BW2459  HISTORY     - Date     Condition        Report By
 BW2459  HISTORY     - 1949     MONUMENTED       CGS
 BW2459  HISTORY     - 1956     GOOD             CGS
 BW2459  HISTORY     - 1969     GOOD             MSHD
 BW2459
 BW2459                          STATION DESCRIPTION
 BW2459
 BW2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2459'THE STATION IS LOCATED ABOUT 5.2 MILES NORTH-NORTHEAST OF
 BW2459'WOODVILLE, 1.8 MILES EAST OF U.S. HIGHWAY 65 AND 61, 82
 BW2459'FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 BW2459'ROAD, 52 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A TENANT
 BW2459'HOUSE, 25 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE
 BW2459'HOUSE DRIVEWAY, AND ON LAND OWNED BY MR. DUDLEY CARTER.
 BW2459'
 BW2459'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65
 BW2459'AND 61 AND STATE HIGHWAY 24 IN WOODVILLE, GO NORTHERLY ON
 BW2459'U.S. HIGHWAYS 65 AND 61 FOR 2.8 MILES TO A GRAVELED ROAD ON
 BW2459'THE RIGHT, TURN RIGHT, EASTERLY, AND GO ON THE MAIN GRAVELED
 BW2459'ROAD FOR 1.95 MILES TO A ROAD FORK, KEEP RIGHT AND FOLLOW
 BW2459'THE MAIN GRAVELED ROAD FOR 1.1 MILES TO THE SUMMIT OF A SMALL
 BW2459'KNOLL AND A WOODEN GATE ON THE LEFT, TURN LEFT THROUGH
 BW2459'GATE INTO YARD OF HOME AND THE STATION AS DESCRIBED.
 BW2459'
 BW2459'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 BW2459'THE MAIN GRAVELED ROAD FOR 0.4 MILE TO A ROAD ON THE LEFT,
 BW2459'TURN LEFT, NORTHWESTERLY, AND GO ON THE MAIN DIRT ROAD FOR
 BW2459'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BW2459'
 BW2459'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 BW2459'IS STAMPED DRY 1949.
 BW2459'
 BW2459'REFERENCE MARK NO. 1 IS 52 FEET NORTHWEST OF THE APPROXIMATE
 BW2459'CENTER LINE OF A GRAVELED ROAD AND 28 FEET NORTHEAST OF THE
 BW2459'APPROXIMATE CENTER LINE OF A DRIVEWAY.  THE MARK PROJECTS
 BW2459'6 INCHES, AND THE DISK IS STAMPED DRY NO 1 1949.
 BW2459'
 BW2459'REFERENCE MARK NO. 2 IS 34 FEET NORTHWEST OF THE APPROXIMATE
 BW2459'CENTER LINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES,
 BW2459'AND THE DISK IS STAMPED DRY NO. 2 1949.
 BW2459'
 BW2459'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE FROM THE STATION,
 BW2459'20 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF A DIRT
 BW2459'ROAD, 3 FEET NORTHWEST OF A WITNESS POST.  AND 1 FOOT NORTHEAST
 BW2459'OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BW2459'IS STAMPED DRY 1949.
 BW2459'
 BW2459'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2459'CONCRETE POSTS.
 BW2459'
 BW2459'77 FOOT TOWER AT DRY WILL SEE A 103 FOOT TOWER AT CROSBY
 BW2459'AND 90 FEET AT STATIONS RED BUG, BUFFALO AND WOODVILLE.
 BW2459'
 BW2459'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2459
 BW2459                          STATION RECOVERY (1956)
 BW2459
 BW2459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2459'THE STATION WAS VISITED 6-8-56 AND ALL MARKS WERE FOUND
 BW2459'IN GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE
 BW2459'WITH A NEW TO REACH WHICH FOLLOWS--
 BW2459'
 BW2459'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BW2459'61 AND STATE HIGHWAY 24 IN WOODVILLE, GO NORTH ON U.S.
 BW2459'HIGHWAY 61 FOR 2.65 MILES TO THE JUNCTION WITH STATE ROUTE
 BW2459'563, TURN RIGHT ON STATE HIGHWAY 563 AND GO NORTHEAST FOR
 BW2459'1.85 MILES TO A FORK, TAKE RIGHT FORK AND GO 1.1 MILE TO THE
 BW2459'STATION ON THE LEFT.
 BW2459'
 BW2459'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST
 BW2459'ON GRAVELED ROAD FOR 0.4 MILES TO A SIDE ROAD LEFT, TURN
 BW2459'LEFT AND GO 0.2 MILE TO A FORK AND THE AZIMUTH MARK ON THE
 BW2459'LEFT BY A POWER POLE.
 BW2459
 BW2459                          STATION RECOVERY (1969)
 BW2459
 BW2459'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2459'THE STATION WAS VISITED 9-9-69 AND THE STATION MARK, REFERENCE
 BW2459'MARK NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2459'CONDITION.
 BW2459'
 BW2459'THE STATION IS LOCATED 5.4 MILES NORTHEAST OF WOODVILLE NEAR
 BW2459'THE CENTER OF THE NORTH SIDE OF SECTION 6, T 2N, R 1W AND ON
 BW2459'LAND OWNED BY MR. DUDLEY CARTER.  IT IS 82 FEET NORTHWEST
 BW2459'OF THE CENTER OF A GRAVELED ROAD, 25 FEET SOUTHWEST OF THE
 BW2459'CENTER OF A TRACK ROAD, 51 FEET SOUTHWEST OF A 12 INCH ELM
 BW2459'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 BW2459'
 BW2459'IT IS A C AND GS TRIANGULATION DISK, STAMPED DRY 1949 FLUSH
 BW2459'WITH THE GROUND.
 BW2459'
 BW2459'REFERENCE MARK NO. 1 IS 83.88 FEET NORTHEAST OF THE STATION.
 BW2459'IT IS 52 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2459'28 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 34 FEET
 BW2459'EAST OF A 12 INCH ELM AND 1 FOOT WEST OF A METAL WITNESS
 BW2459'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED DRY
 BW2459'NO 1 1949 PROJECTING 6 INCHES.
 BW2459'
 BW2459'REFERENCE MARK NO. 2 IS 70.93 FEET SOUTH OF THE STATION.
 BW2459'IT IS 34 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2459'9 FEET NORTHEAST OF A 14 INCH PINE AND 1 FOOT NORTHWEST
 BW2459'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BW2459'DISK, STAMPED DRY NO 2 1949 PROJECTING 6 INCHES.
 BW2459'
 BW2459'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION.
 BW2459'IT IS 24 FEET SOUTHWEST OF THE CENTER OF THE FORK, 16 FEET
 BW2459'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER AND GUY
 BW2459'WIRES, 47 FEET SOUTHEAST OF A 24 INCH CEDAR, 32 FEET SOUTHEAST
 BW2459'OF A 24 INCH ELM AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 BW2459'POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE AZIMUTH.
 BW2459'IT IS A C AND GS AZIMUTH MARK DISK, STAMPED DRY 1949 PROJECTING
 BW2459'6 INCHES.
 BW2459'
 BW2459'TO REACH THE STATION FROM THE WILKINSON COUNTY COURTHOUSE
 BW2459'IN WOODVILLE GO EAST ON MAIN STREET (STATE HIGHWAY 24) FOR
 BW2459'0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61.  TURN
 BW2459'LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 61 FOR 2.8 MILES TO
 BW2459'THE JUNCTION OF STATE HIGHWAY 563.  TURN RIGHT (NORTHEAST)
 BW2459'AND CONTINUE ON STATE HIGHWAY 563 FOR 1.9 MILES TO A FORK.
 BW2459'TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON A GRAVELED
 BW2459'ROAD FOR 1.1 MILES TO A TRACK ROAD AND A STATION ON THE
 BW2459'LEFT.  TO REACH THE AZIMUTH CONTINUE NORTHEAST ON A GRAVELED
 BW2459'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 BW2459'(NORTHWEST) AND CONTINUE ON A DIRT ROAD FOR 0.15 MILE TO A
 BW2459'FORK AND THE MARK ON THE LEFT.
 BW2459'
 BW2459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.4
 BW2459'MILES NORTHEAST OF WOODVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1333 ***********************************************************************
 CO1333  DESIGNATION -  DRY
 CO1333  PID         -  CO1333
 CO1333  STATE/COUNTY-  MS/WINSTON
 CO1333  USGS QUAD   -  FOUR CORNERS (1989)
 CO1333
 CO1333                         *CURRENT SURVEY CONTROL
 CO1333  ___________________________________________________________________
 CO1333* NAD 83(1993)-  32 58 15.33625(N)    089 15 15.38428(W)     ADJUSTED  
 CO1333* NAVD 88     -       218.5    (meters)     717.     (feet)  VERTCON   
 CO1333  ___________________________________________________________________
 CO1333  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 CO1333  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CO1333  HORZ ORDER  -  FIRST
 CO1333
 CO1333.The horizontal coordinates were established by classical geodetic methods
 CO1333.and adjusted by the National Geodetic Survey in May 1994.
 CO1333
 CO1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1333
 CO1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1333
 CO1333.The geoid height was determined by GEOID03.
 CO1333
 CO1333;                    North         East     Units Scale Factor Converg.
 CO1333;SPC MS E     -   384,893.843   260,650.722   MT  0.99996908   -0 13 44.7
 CO1333;SPC MS E     - 1,262,772.55    855,151.58   sFT  0.99996908   -0 13 44.7
 CO1333;UTM  16      - 3,650,320.073   289,323.800   MT  1.00014729   -1 13 38.1
 CO1333
 CO1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1333!SPC MS E     -   0.99997004  x   0.99996908  =   0.99993912
 CO1333!UTM  16      -   0.99997004  x   1.00014729  =   1.00011733
 CO1333
 CO1333:                Primary Azimuth Mark                     Grid Az
 CO1333:SPC MS E     -  LOUISVILLE AT AND T MICROWAVE            022 16 56.9
 CO1333:UTM  16      -  LOUISVILLE AT AND T MICROWAVE            023 16 50.3
 CO1333
 CO1333|---------------------------------------------------------------------|
 CO1333| PID    Reference Object                     Distance      Geod. Az  |
 CO1333|                                                           dddmmss.s |
 CO1333| DJ1967 LOUISVILLE AT AND T MICROWAVE       APPROX.16.0 KM 0220312.2 |
 CO1333| CF9580 DRY RM 2                             22.092 METERS 03924     |
 CO1333| CO1309 PHILADELPHIA U S MOTORS TANK        APPROX.23.9 KM 1452856.9 |
 CO1333| CO1310 PHILADELPHIA N MUN TANK             APPROX.25.8 KM 1484816.8 |
 CO1333| CO1311 PHILADELPHIA S MUN TANK             APPROX.25.8 KM 1485516.4 |
 CO1333| CO1335 MARS HILL LOT                       APPROX. 2.8 KM 1803155.2 |
 CO1333| CF9578 DRY AZ MK                                          2382208.5 |
 CO1333| CF9579 DRY RM 1                             23.556 METERS 33838     |
 CO1333|---------------------------------------------------------------------|
 CO1333
 CO1333                          SUPERSEDED SURVEY CONTROL
 CO1333
 CO1333  NAD 83(1986)-  32 58 15.34775(N)    089 15 15.38143(W) AD(       ) 1
 CO1333  NAD 27      -  32 58 14.88220(N)    089 15 15.13340(W) AD(       ) 1
 CO1333  NGVD 29 (07/19/86)  218.5    (m)          717.     (f) VERT ANG    3  
 CO1333
 CO1333.Superseded values are not recommended for survey control.
 CO1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1333.See file dsdata.txt to determine how the superseded data were derived.
 CO1333
 CO1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8932450320(NAD 83)
 CO1333_MARKER: DS = TRIANGULATION STATION DISK
 CO1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1333+STABILITY: SURFACE MOTION
 CO1333
 CO1333  HISTORY     - Date     Condition        Report By
 CO1333  HISTORY     - 1958     MONUMENTED       CGS
 CO1333  HISTORY     - 1963     GOOD             MSHD
 CO1333  HISTORY     - 1970     GOOD             NGS
 CO1333
 CO1333                          STATION DESCRIPTION
 CO1333
 CO1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CO1333'THE STATION IS LOCATED ABOUT 11 MILES WEST AND 2 MILES SOUTH OF
 CO1333'NOXAPATER, 3-3/4 MILES EAST OF THE ATTALA - WINSTON COUNTY LINE,
 CO1333'2-1/2 MILES NORTH OF THE WINSTON - NESHOBA COUNTY LINE, NEAR THE
 CO1333'CENTER OF SECTION 22, T 13 N, R 10 E, ON THE HIGHEST POINT
 CO1333'OF A PROMINENT TIMBERED HILL OWNED BY A MR. BLACKWELL AND MANAGED
 CO1333'BY THE DE WEESE LUMBER COMPANY INC., OF PHILADELPHIA,
 CO1333'MISSISSIPPI.
 CO1333'
 CO1333'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35, ABOUT 2
 CO1333'MILES SOUTH OF KOSCIUSKO, GO EASTERLY ON HIGHWAY 14 FOR 16.5 MILES
 CO1333'TO THE COUNTY LINE AT STORE AND GAS PUMPS ON LEFT.  CONTINUE EAST
 CO1333'ON HIGHWAY FOR 1.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 CO1333'FOLLOW SURFACED ROAD SOUTHEASTERLY AND SOUTH FOR 2.9 MILES
 CO1333'TO THE END OF THE SURFACED ROAD AT A REVERSE FORK.  CONTINUE
 CO1333'SOUTHEASTERLY ON THE MAIN GRAVELED ROAD FOR 5.15 MILES TO
 CO1333'CROSSROAD AT INTERSECTION WITH STATE HIGHWAY 25.  TURN RIGHT AND
 CO1333'FOLLOW HIGHWAY 25 SOUTHWESTERLY FOR 4.35 MILES TO A
 CO1333'CROSSROAD.  TURN LEFT AND FOLLOW GRAVELED ROAD SOUTHEASTERLY FOR
 CO1333'1.4 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.35
 CO1333'MILE TO A TRACK ROAD LEFT.  TURN SHARP LEFT AND FOLLOW TRACK ROAD
 CO1333'NORTH AND NORTH-EASTERLY FOR 0.9 MILE TO THE TOP OF A SMALL
 CO1333'RISE AT TRIANGLE BLAZED OAK TREE AND AZIMUTH MARK ON RIGHT.
 CO1333'CONTINUE NORTHEASTERLY ON TRACK ROAD FOR 0.35 MILE TO THE HIGHEST
 CO1333'POINT OF THE HILL AT TRIANGLE BLAZED OAK TREE AND STATION ON
 CO1333'RIGHT.
 CO1333'
 CO1333'STATION MARKS ARE STANDARD DISKS, STAMPED DRY 1958.  UNDERGROUND
 CO1333'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW GROUND
 CO1333'SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE,
 CO1333'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 43 FEET EAST OF AN 8
 CO1333'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND ON THE
 CO1333'EAST SIDE OF THE ROAD, AND 42 FEET SOUTHEAST OF THE TRACK ROAD
 CO1333'CENTER.
 CO1333'
 CO1333'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRY NO 1 1958.  IT IS
 CO1333'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 CO1333'6 INCHES.  IT IS 74 FEET NORTHEAST OF THE TRIANGLE BLAZED TREE AND
 CO1333'20 FEET NORTHWEST OF THE TRACK ROAD CENTER.
 CO1333'
 CO1333'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRY NO 2 1958.  IT IS
 CO1333'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 CO1333'6 INCHES.  IT IS 108 FEET EAST-NORTHEAST OF THE TRIANGLE BLAZED
 CO1333'TREE AND 48 FEET SOUTHEAST OF THE TRACK ROAD CENTER.
 CO1333'
 CO1333'AZIMUTH MARK IS A STANDARD DISK, STAMPED DRY 1958.  IT IS SET IN
 CO1333'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.
 CO1333'IT IS 40 FEET EAST OF AN 8 INCH OAK TREE WITH TRIANGLE BLAZE ON
 CO1333'THE WEST SIDE AND ON THE SOUTH SIDE OF THE ROAD AND 25 FEET SOUTH
 CO1333'OF THE TRACK ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 CO1333'SET 2 FEET WEST OF THE MARK.
 CO1333'
 CO1333'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1333
 CO1333                          STATION RECOVERY (1963)
 CO1333
 CO1333'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1333'THE STATION WAS VISITED JUNE, 1963 AND ALL MARKS WERE FOUND IN GOOD
 CO1333'CONDITION.
 CO1333'
 CO1333'THE 1958 DESCRIPTION IS CORRECT AND ADEQUATE.
 CO1333'
 CO1333'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE MARK,
 CO1333'1.0 FOOT SOUTH OF R.M. 2, AND 1.0 FOOT NORTH OF THE AZIMUTH MARK.
 CO1333
 CO1333                          STATION RECOVERY (1970)
 CO1333
 CO1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1333'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CO1333'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 CO1333'DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE 1958 DATA.  A
 CO1333'COMPLETE NEW DESCRIPTION FOLLOWS.
 CO1333'
 CO1333'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTHWEST OF PHILADELPHIA,
 CO1333'11 MILES WEST-SOUTHWEST OF NOXAPATER, 3-3/4 MILES EAST OF THE
 CO1333'ATTALA-WINSTON COUNTY LINE, 2-1/2 MILES NORTH OF THE
 CO1333'WINSTON-NESHOBA COUNTY LINE, NEAR THE CENTER OF SECTION 22, T13N,
 CO1333'R10E AND ON PROPERTY OWNED BY MR. DAVID L. FAIR JR.
 CO1333'
 CO1333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 19
 CO1333'AT THE NORTH SIDE OF PHILADELPHIA, GO NORTHERLY ON STATE HIGHWAY 19
 CO1333'FOR 17.9 MILES TO THE WINSTON-NESHOBA COUNTY LINE.  CONTINUE AHEAD
 CO1333'NORTHERLY ON STATE HIGHWAY 19 FOR 1.6 MILES TO THE JUNCTION OF
 CO1333'STATE HIGHWAY 25.  TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY 25
 CO1333'FOR 2.3 MILES TO A CROSSROAD.  CONTINUE AHEAD ON STATE HIGHWAY 25
 CO1333'FOR 2.35 MILES TO A DIM SIDE ROAD RIGHT, OPPOSITE A HIGH CUT-BANK
 CO1333'ON THE LEFT.  TURN RIGHT AND GO UPHILL ON THE WOODS ROAD FOR
 CO1333'0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY ON THE
 CO1333'WOODS ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CO1333'
 CO1333'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1958, SET IN THE TOP
 CO1333'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 CO1333'THE GROUND SURFACE.  IT IS 65 FEET EAST-NORTHEAST OF A 24 INCH OAK
 CO1333'TREE, 42 FEET EAST-NORTHEAST OF THE CENTER OF THE WOODS ROAD AND
 CO1333'1.2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 CO1333'ATTACHED.
 CO1333'
 CO1333'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DRY NO 1 1958, SET IN THE
 CO1333'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CO1333'ABOVE THE GROUND SURFACE.  IT IS 72 FEET NORTH-NORTHWEST OF THE METAL
 CO1333'WITNESS POST WITH SIGN ATTACHED, 28 FEET SOUTH-SOUTHWEST OF
 CO1333'THE 24 INCH OAK TREE, 19 FEET NORTH-NORTHWEST OF THE CENTER OF
 CO1333'THE WOODS ROAD AND 2 FEET SOUTHWEST OF A 4X4 WOODEN WITNESS POST.
 CO1333'
 CO1333'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DRY NO 2 1958, SET IN THE
 CO1333'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CO1333'ABOVE THE GROUND SURFACE.  IT IS 76 FEET NORTHEAST OF THE METAL
 CO1333'WITNESS POST WITH SIGN ATTACHED, 50 FEET EAST-SOUTHEAST OF THE
 CO1333'CENTER OF THE WOODS ROAD AND 10.5 FEET SOUTHWEST OF A 14 INCH PINE
 CO1333'TREE.
 CO1333'
 CO1333'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRY 1958, SET IN THE TOP
 CO1333'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 CO1333'THE GROUND SURFACE.  IT IS 30.8 FEET WEST OF A 12 INCH OAK TREE
 CO1333'WITH TRIANGULAR BLAZE, 25.5 FEET NORTH-NORTHWEST OF A 16 INCH PINE
 CO1333'TREE WITH TRIANGULAR BLAZE, 25 FEET SOUTH-SOUTHEAST OF THE CENTER
 CO1333'OF THE WOODS ROAD AND 1.1 FEET SOUTH OF A METAL WITNESS POST WITH
 CO1333'SIGN ATTACHED.
 CO1333'
 CO1333'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD WESTERLY ON
 CO1333'THE DIM WOODS ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CO1333'
 CO1333'RM 1 TO RM 2 IS OBSTRUCTED BY TREES.
 CO1333'
 CO1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 CO1333'WEST-SOUTHWEST OF NOXAPATER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2077 ***********************************************************************
 DJ2077  DESIGNATION -  DUBARD
 DJ2077  PID         -  DJ2077
 DJ2077  STATE/COUNTY-  MS/GRENADA
 DJ2077  USGS QUAD   -  HOLCOMB (1983)
 DJ2077
 DJ2077                         *CURRENT SURVEY CONTROL
 DJ2077  ___________________________________________________________________
 DJ2077* NAD 83(1993)-  33 46 38.16518(N)    089 55 03.25326(W)     ADJUSTED  
 DJ2077* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 DJ2077  ___________________________________________________________________
 DJ2077  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DJ2077  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DJ2077  HORZ ORDER  -  SECOND
 DJ2077
 DJ2077.The horizontal coordinates were established by classical geodetic methods
 DJ2077.and adjusted by the National Geodetic Survey in May 1994.
 DJ2077
 DJ2077.The orthometric height was scaled from a topographic map.
 DJ2077
 DJ2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2077
 DJ2077.The geoid height was determined by GEOID03.
 DJ2077
 DJ2077;                    North         East     Units Scale Factor Converg.
 DJ2077;SPC MS W     -   474,320.626   738,508.338   MT  0.99996827   +0 13 52.2
 DJ2077;SPC MS W     - 1,556,166.92  2,422,922.77   sFT  0.99996827   +0 13 52.2
 DJ2077;UTM  16      - 3,741,286.765   229,822.602   MT  1.00049998   -1 37 23.0
 DJ2077;UTM  15      - 3,741,731.750   785,449.469   MT  1.00060462   +1 42 53.6
 DJ2077
 DJ2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2077!SPC MS W     -   0.99999489  x   0.99996827  =   0.99996316
 DJ2077!UTM  16      -   0.99999489  x   1.00049998  =   1.00049487
 DJ2077!UTM  15      -   0.99999489  x   1.00060462  =   1.00059951
 DJ2077
 DJ2077|---------------------------------------------------------------------|
 DJ2077| PID    Reference Object                     Distance      Geod. Az  |
 DJ2077|                                                           dddmmss.s |
 DJ2077| DJ2078 Q 17 50                              62.761 METERS 04039     |
 DJ2077| DJ2076 10 L USGS 1957                       40.954 METERS 22030     |
 DJ2077| CF9581 DUBARD AZ MK                                       2443513.7 |
 DJ2077| DK1742 CASCILLA                            APPROX.12.1 KM 2993155.3 |
 DJ2077|---------------------------------------------------------------------|
 DJ2077
 DJ2077                          SUPERSEDED SURVEY CONTROL
 DJ2077
 DJ2077  NAD 83(1986)-  33 46 38.17615(N)    089 55 03.25010(W) AD(       ) 2
 DJ2077  NAD 27      -  33 46 37.75480(N)    089 55 02.92860(W) AD(       ) 2
 DJ2077
 DJ2077.Superseded values are not recommended for survey control.
 DJ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2077.See file dsdata.txt to determine how the superseded data were derived.
 DJ2077
 DJ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2982341287(NAD 83)
 DJ2077_MARKER: DS = TRIANGULATION STATION DISK
 DJ2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2077+STABILITY: SURFACE MOTION
 DJ2077
 DJ2077  HISTORY     - Date     Condition        Report By
 DJ2077  HISTORY     - 1957     MONUMENTED       CGS
 DJ2077  HISTORY     - 1970     GOOD             MSSU
 DJ2077  HISTORY     - 1970     GOOD             NGS
 DJ2077  HISTORY     - 1980     GOOD             MSSU
 DJ2077
 DJ2077                          STATION DESCRIPTION
 DJ2077
 DJ2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2077'THE STATION IS ABOUT 6-1/2 MILES WEST OF GRENADA, 3-2/3 MILES
 DJ2077'EAST-NORTHEAST OF HOLCOMB, ON THE SOUTH RIGHT-OF-WAY OF STATE
 DJ2077'HIGHWAYS 7 AND 8, IN SECTION 18, R 4 E, T 22 N.
 DJ2077'
 DJ2077'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35, 7 AND 8, IN
 DJ2077'HOLCOMB, GO EASTERLY ON HIGHWAYS 7 AND 8 FOR 3.05 MILES TO THE
 DJ2077'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON HIGHWAY FOR 0.55 MILE TO
 DJ2077'THE STATION ON THE RIGHT.
 DJ2077'
 DJ2077'STATION MARKS ARE STANDARD DISKS STAMPED DUBARD 1957.  THE
 DJ2077'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DJ2077'SURFACE OF GROUND.  IT IS 318 FEET EAST-NORTHEAST OF A SIDE
 DJ2077'ROAD LEADING SOUTH FROM HIGHWAY, 150 FEET EAST OF THE SOUTH
 DJ2077'END OF A CULVERT AND 16 FEET NORTHWEST OF DRAINAGE DITCH AND
 DJ2077'44 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY.  THE UNDERGROUND
 DJ2077'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 DJ2077'THE SURFACE OF GROUND.
 DJ2077'
 DJ2077'REFERENCE MARK NO. 1 (Q 17-50 USE) IS A WAR DEPARTMENT
 DJ2077'CORPS OF ENGINEERS
 DJ2077'U.S ARMY BENCH MARK DISK, NO STAMPING, SET IN A ROUND CONCRETE
 DJ2077'POST FLUSH WITH THE SURFACE OF GROUND.  IT IS 179 FEET
 DJ2077'EAST-NORTHEAST OF A DRIVEWAY LEADING NORTH FROM HIGHWAY, 41 FEET
 DJ2077'NORTHWEST OF THE CENTER LINE OF HIGHWAY AND 4 FEET EAST OF THE
 DJ2077'SOUTHEAST CORNER OF AN ABANDONED STORE.
 DJ2077'
 DJ2077'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 DJ2077'DISK, STAMPED NO 10 L 1928, SET IN A 6-INCH TILE FILLED WITH
 DJ2077'CONCRETE WHICH PROJECTS 2 INCHES.  IT IS 193 FEET EAST-NORTHEAST
 DJ2077'OF A SIDE ROAD LEADING SOUTH FROM HIGHWAY, 104 FEET SOUTHEAST
 DJ2077'OF CENTER LINE OF HIGHWAY WHERE IT CROSSES OVER A CULVERT
 DJ2077'AND 79 FEET EAST OF THE NORTHEAST CORNER OF AN ABANDONED
 DJ2077'RAILROAD STATION.
 DJ2077'
 DJ2077'AZIMUTH MARK, A STANDARD DISK STAMPED DUBARD 1957, IS SET IN A
 DJ2077'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 297 FEET
 DJ2077'EAST-NORTHEAST OF A FENCE CORNER WHICH IS THE END OF RIGHT-OF-WAY
 DJ2077'FENCE AT A WASH, 61 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 DJ2077'AND 1 FOOT NORTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE LINE.  A
 DJ2077'STANDARD WITNESS POST WAS SET 1-1/2 FEET WEST-SOUTHWEST OF MARK.
 DJ2077'
 DJ2077'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DJ2077
 DJ2077                          STATION RECOVERY (1970)
 DJ2077
 DJ2077'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (JM)
 DJ2077'DUBARD 1957 GOOD
 DJ2077'
 DJ2077'RM 1 (Q-17-50) FOUND CONCRETE POST, TOP HAS BEEN SHEARED OFF.
 DJ2077'DISK GONE.  APPEARS TO HAVE BEN HIT BY BUSH HOG.
 DJ2077'
 DJ2077'NO 10 L 1928 GOOD
 DJ2077'
 DJ2077'AZ MK DESTROYED
 DJ2077'
 DJ2077'PREVIOUS DESCRIPTION ADEQUATE.
 DJ2077
 DJ2077                          STATION RECOVERY (1970)
 DJ2077
 DJ2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DJ2077'THE STATION WAS VISITED 6-4-70 AND THE STATION MARK, AZIMUTH
 DJ2077'MARK Q-17-50 (USE) AND 10L (USGS) WERE FOUND IN GOOD CONDITION.
 DJ2077'THE REPORT THAT THE AZIMUTH MARK HAD BEEN DESTROYED IS ERRONEOUS
 DJ2077'AND WAS FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 DJ2077'MARKS WERE NOT CHECKED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 DJ2077'
 DJ2077'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF GRENEDA, 3.25 MILES
 DJ2077'ENE OF HOLCOMB, IN SEC. 18, R 4E, T 22 N., ON THE SOUTH
 DJ2077'RIGHT-OF-WAY OF STATE HIGHWAY 7 AND 8, ABOUT 0.1 MILE WEST OF A
 DJ2077'CONCRETE BRIDGE.  IT IS 43 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 DJ2077'THE HIGHWAY, 7.5 FEET NNW OF A FENCE LINE AND WITNESS POST, 318
 DJ2077'FEET ENE OF THE CENTER OF A SIDE ROAD LEADING SOUTH FROM THE
 DJ2077'HIGHWAY, 150 FEET EAST OF THE SOUTH END OF A CULVERT, AND 12
 DJ2077'FEET WEST OF THE PROJECTED CENTER OF THE DRIVEWAY LEADING NORTH
 DJ2077'INTO A LARGE PECAN ORCHARD AND ON THE PROJECTED CENTER OF THE
 DJ2077'DRIVEWAY TO A WHITE HOUSE WITH A 4 FOOT LIVE OAK IN THE FRONT
 DJ2077'YARD.  IT IS A TRIANGULATION STATION DISK, STAMPED DUBARD
 DJ2077'1948, FLUSH WITH THE GROUND.
 DJ2077'
 DJ2077'Q-17-50 (USE) (REFERENCE MARK NO. 1) IS 205.91 FEET NORTHEAST
 DJ2077'OF THE STATION, 4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 DJ2077'ABANDONDED STORE BUILDING, 179 FEET EAST OF THE CENTER OF THE
 DJ2077'DRIVEWAY TO THE PECAN ORCHARD, 41 FEET NORTH OF THE CENTER OF
 DJ2077'THE HIGHWAY, 42 FEET SOUTH OF A 2-FOOT PECAN TREE AND 7 FEET
 DJ2077'WEST OF THE PROJECTED LINE OF PECAN TREES TO THE NORTH, AND
 DJ2077'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A U.S. CORP OF
 DJ2077'ENGINEERS BRASS CAP SET IN THE TOP OF AN 8-INCH ROUND CONCRETE
 DJ2077'POST FLUSH WITH THE GROUND.  THE DISK IS NOT STAMPED.
 DJ2077'
 DJ2077'10 L (USGS) (REFERENCE MARK NO. 2) IS 134.36 FEET SOUTHWEST
 DJ2077'OF THE STATION, 79 FEET EAST OF THE NORTHEAST CORNER OF THE OLD
 DJ2077'DEPOT (DUBAND) 193 FEET EAST OF THE CENTER OF THE SIDE ROAD LEADING
 DJ2077'SOUTH, 98.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 48.5 FEET
 DJ2077'SOUTH OF A FENCE LINE, 4 FEET SOUTH OF THE PROJECTED PLANE OF
 DJ2077'THE NORTH WALL OF THE OLD DEPOT, AND 1 FOOT SOUTHEAST OF A
 DJ2077'METAL WITNESS POST.  IT IS A U.S. GEOLOGICAL SURVEY DISK,
 DJ2077'STAMPED NO 10 L 1928, SET IN THE TOP OF A CONCRETE FILLED
 DJ2077'TERRA COTTA PIPE PROJECTING 3 INCHES.
 DJ2077'
 DJ2077'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, 295 FEET
 DJ2077'EAST OF A FENCE CORNER AND EAST SIDE OF A DRAINAGE DITCH, 61
 DJ2077'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3.5 FEET EAST OF A
 DJ2077'R.O.W. POST, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT WEST OF A
 DJ2077'METAL WITNESS POST.
 DJ2077'
 DJ2077'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 DJ2077'7 AND 8 AND 35 IN HOLCOMB GO EAST ON STATE HIGHWAY 7 AND 8
 DJ2077'FOR 3.6 MILE TO STATION.
 DJ2077'
 DJ2077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.25 MILES ENE
 DJ2077'OF HOLCOMB.
 DJ2077
 DJ2077                          STATION RECOVERY (1980)
 DJ2077
 DJ2077'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ2077'STATION, REFERENCE MARKS 1, 2, AND AZIMUTH MARK RECOVERED IN GOOD
 DJ2077'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2675 ***********************************************************************
 EH2675  DESIGNATION -  DUBBS
 EH2675  PID         -  EH2675
 EH2675  STATE/COUNTY-  MS/TUNICA
 EH2675  USGS QUAD   -  DUNDEE (1982)
 EH2675
 EH2675                         *CURRENT SURVEY CONTROL
 EH2675  ___________________________________________________________________
 EH2675* NAD 83(1993)-  34 33 50.85619(N)    090 22 38.28385(W)     ADJUSTED  
 EH2675* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2675  ___________________________________________________________________
 EH2675  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EH2675  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EH2675  HORZ ORDER  -  FIRST
 EH2675
 EH2675.The horizontal coordinates were established by classical geodetic methods
 EH2675.and adjusted by the National Geodetic Survey in May 1994.
 EH2675
 EH2675.The orthometric height was scaled from a topographic map.
 EH2675
 EH2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2675
 EH2675.The geoid height was determined by GEOID03.
 EH2675
 EH2675;                    North         East     Units Scale Factor Converg.
 EH2675;SPC MS W     -   561,522.130   695,965.300   MT  0.99995020   -0 01 29.8
 EH2675;SPC MS W     - 1,842,260.52  2,283,346.16   sFT  0.99995020   -0 01 29.8
 EH2675;SPC AR S     -   611,635.856   548,902.404   MT  0.99996110   +0 54 29.6
 EH2675;SPC AR S     - 2,006,675.30  1,800,857.30   sFT  0.99996110   +0 54 29.6
 EH2675;UTM  15      - 3,827,833.748   740,617.940   MT  1.00031368   +1 29 19.1
 EH2675
 EH2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2675!SPC MS W     -   0.99999527  x   0.99995020  =   0.99994547
 EH2675!SPC AR S     -   0.99999527  x   0.99996110  =   0.99995637
 EH2675!UTM  15      -   0.99999527  x   1.00031368  =   1.00030895
 EH2675
 EH2675|---------------------------------------------------------------------|
 EH2675| PID    Reference Object                     Distance      Geod. Az  |
 EH2675|                                                           dddmmss.s |
 EH2675| CY5969 DUBBS RM 4                           63.410 METERS 03313     |
 EH2675| CY5968 DUBBS RM 3                           62.268 METERS 03319     |
 EH2675| CY5966 DUBBS RM 1                          180.899 METERS 03320     |
 EH2675| CY5965 DUBBS AZ MK                                        2301456.7 |
 EH2675| CY5967 DUBBS RM 2                           62.560 METERS 23702     |
 EH2675|---------------------------------------------------------------------|
 EH2675
 EH2675                          SUPERSEDED SURVEY CONTROL
 EH2675
 EH2675  NAD 83(1986)-  34 33 50.86237(N)    090 22 38.28465(W) AD(       ) 1
 EH2675  NAD 27      -  34 33 50.47900(N)    090 22 37.93300(W) AD(       ) 1
 EH2675
 EH2675.Superseded values are not recommended for survey control.
 EH2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2675.See file dsdata.txt to determine how the superseded data were derived.
 EH2675
 EH2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4061827834(NAD 83)
 EH2675_MARKER: DS = TRIANGULATION STATION DISK
 EH2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2675
 EH2675  HISTORY     - Date     Condition        Report By
 EH2675  HISTORY     - 1929     MONUMENTED       CGS
 EH2675  HISTORY     - 1935     GOOD             CGS
 EH2675  HISTORY     - 1951     POOR             CGS
 EH2675  HISTORY     - 1956     GOOD             CGS
 EH2675  HISTORY     - 1966     GOOD             CGS
 EH2675  HISTORY     - 20010502 MARK NOT FOUND   PROFLN
 EH2675
 EH2675                          STATION DESCRIPTION
 EH2675
 EH2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2675'ABOUT 4 MILES SOUTHEAST OF CLAYTON RAILROAD STATION, AND 0.3
 EH2675'MILE SOUTH OF DUBBS, ON G. D. PERRYS PLANTATION.  TO REACH FROM
 EH2675'CLAYTON GO EAST ALONG BAYOU 4 MILES ON GRAVEL ROAD TO DUBBS,
 EH2675'TURN SOUTH ALONG EAST SIDE OF BAYOU, AND FOLLOW GRAVEL ROAD
 EH2675'0.4 MILE TO STATION, WHICH IS IN CULTIVATED FIELD, 40 FEET
 EH2675'EAST OF CENTER LINE OF NORTH-AND-SOUTH GRAVEL ROAD.  SURFACE
 EH2675'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EH2675'UPPER MARK IS 14 INCHES BELOW SURFACE.
 EH2675'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EH2675'NO. 1 IS OUTSIDE SOUTHWEST CORNER OF GARDEN FENCE
 EH2675'SOUTH OF NEGRO HOUSE, 50 FEET EAST OF CENTER LINE OF GRAVEL
 EH2675'ROAD, 15 FEET NORTH OF CENTER LINE OF PLANTATION ROAD, AND
 EH2675'180.92 METERS (593.6 FEET) FROM STATION.
 EH2675'NO. 2 IS BESIDE FENCE CORNER, 28 FEET
 EH2675'WEST OF CENTER LINE OF GRAVEL ROAD, 66 FEET SOUTHEAST OF
 EH2675'SOUTHEAST CORNER OF NEGRO SCHOOL, AND 62.61 METERS (205.4
 EH2675'FEET) FROM STATION.
 EH2675
 EH2675                          STATION RECOVERY (1935)
 EH2675
 EH2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2675'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND
 EH2675'IN GOOD CONDITION.
 EH2675'
 EH2675'STATION IS IN CENTER OF A TRIANGLE FORMED BY 3 PEACH TREES,
 EH2675'BEING 9 FEET FROM ALL TREES.  STATION SITE IS NOW IN A PEACH
 EH2675'ORCHARD PLANTED IN 1932 AND BELONGING TO GEO. PERRY, JR.
 EH2675
 EH2675                          STATION RECOVERY (1951)
 EH2675
 EH2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRB)
 EH2675'MARKER WAS DISTURBED THIS YEAR, LEANING TO WEST AT APPROXIMATELY
 EH2675'45 DEGREE ANGLE.
 EH2675
 EH2675                          STATION RECOVERY (1956)
 EH2675
 EH2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2675'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 EH2675'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.1 WAS FOUND
 EH2675'TO BE DESTROYED.  A NEW REFERENCE MARK NO.3 AND A NEW AZIMUTH
 EH2675'MARK WERE SET.
 EH2675'
 EH2675'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS- THE STATION
 EH2675'IS IN SECTION 17, T 6 S, R 11 W, ABOUT 2.0 MILES EAST OF
 EH2675'U.S. HIGHWAY 61 AND 0.3 MILE SOUTH OF THE VILLAGE OF DUBBS,
 EH2675'AT THE WESTERN EDGE OF A CULTIVATED FIELD, ON PROPERTY OF
 EH2675'MR. J.W. GRAVES.
 EH2675'
 EH2675'TO REACH STATION FROM THE DEPOT, IN TUNICA, GO SOUTH ALONG
 EH2675'THE EAST SIDE OF RAILROAD FOR 0.2 MILE, TURN LEFT, GO 0.45
 EH2675'MILE TO U.S. HIGHWAY 61, TURN RIGHT, AND CONTINUE ON U.S.
 EH2675'HIGHWAY 61 FOR 8.2 MILES TO A BLACKTOP ROAD ON THE LEFT,
 EH2675'TURN LEFT, EAST, GO 2.0 MILES TO A GRAVEL ROAD ON THE RIGHT,
 EH2675'JUST OPPOSITE A GIN, TURN RIGHT, GO SOUTHWEST FOR 0.3 MILE
 EH2675'TO STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE
 EH2675'SOUTHWEST FOR 0.55 MILE TO AZIMUTH ON THE LEFT.
 EH2675'
 EH2675'STATION MARK, A STANDARD DISK, STAMPED DUBBS 1929, IS SET
 EH2675'IN A CONCRETE POST WHICH IS 13 INCHES BELOW THE SURFACE OF
 EH2675'GROUND.  IT IS 215 FEET SOUTH OF A LONE PECAN TREE, 150 FEET
 EH2675'NORTH-NORTHEAST OF A LONE PECAN TREE, WITH TRIANGULAR BLAZE,
 EH2675'67 FEET EAST OF FENCE LINE, 46 FEET EAST OF CENTER OF ROAD,
 EH2675'AND 7 FEET WEST OF A POWER LINE.
 EH2675'
 EH2675'REFERENCE MARK 2, A STANDARD DISK, STAMPED DUBBS NO 2 1929,
 EH2675'IS SET IN A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
 EH2675'IT IS 67 FEET WEST OF A LONE PECAN TREE, 24 FEET NORTH-NORTHWEST
 EH2675'OF CENTER OF ROAD, AND 1 FOOT NORTH OF A STANDARD WITNESS
 EH2675'POST.
 EH2675'
 EH2675'REFERENCE MARK 3, A STANDARD DISK, STAMPED DUBBS NO 3 1929,
 EH2675'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 EH2675'IT IS 51 FEET NORTHWEST OF A POWER LINE POLE, 31 FEET EAST
 EH2675'OF CENTER OF ROAD, AND 11 FEET SOUTH OF A LONE PECAN TREE.
 EH2675'
 EH2675'AZIMUTH MARK, A STANDARD DISK, STAMPED DUBBS 1929, IS SET
 EH2675'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 EH2675'IT IS 77 FEET EAST OF A FARM ROAD WHICH LEADS SOUTH BETWEEN
 EH2675'TWO FARM HOUSES, 44 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 EH2675'26 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 1
 EH2675'FOOT EAST OF A POWER LINE POLE, AND 1 FOOT SOUTH OF A STANDARD
 EH2675'WITNESS POST.
 EH2675
 EH2675                          STATION RECOVERY (1966)
 EH2675
 EH2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EH2675'THE STATION WAS VISITED 9-29-66 AND THE STATION MARK, R.M.
 EH2675'NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M.
 EH2675'NO. 3 WAS FOUND DESTROYED.  R.M. NO. 4 WAS ESTABLISHED AT
 EH2675'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 EH2675'
 EH2675'THE STATION IS LOCATED ABOUT 9 MILES SSE OF TUNCIA, 2 MILES
 EH2675'E OF U.S. HIGHWAY 61, 0.3 MILE S OF THE VILLAGE OF DUBBS IN
 EH2675'SEC. 17, T6S, R11W, AT THE NW EDGE OF A CULTIVATED FIELD ON
 EH2675'PROPERTY OWNED BY MR. J.W. GRAVES, 150 FT. NNE OF A LONE
 EH2675'PINE TREE, 215 FT. S OF A LONE PECAN TREE, 67 FT. E OF A FENCE
 EH2675'LINE, 46 FT. E OF THE CENTERLINE OF THE ROAD, AND 18.8 FT.
 EH2675'E OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 EH2675'DUBBS 1929, 13-INCHES BELOW GROUND SURFACE.
 EH2675'
 EH2675'R.M. NO. 2 IS 205.25 FT. WSW OF STATION, 67 FT. W OF A LONE
 EH2675'PECAN TREE, 24 FT. W OF THE CENTER OF THE ROAD, AND 1 FOOT
 EH2675'S OF A FENCE LINE.  IT IS A STANDARD DISK STAMPED DUBBS NO. 2
 EH2675'1929, FLUSH WITH THE GROUND.
 EH2675'
 EH2675'R.M. NO. 4 IS 208.04 FT. NNE OF STATION, 53 FT. NW OF A POWER
 EH2675'POLE, 32 FT. E OF CENTER OF ROAD, 7.5 FT S OF A LONE PECAN
 EH2675'TREE, AND 1.5 FT. N OF A METAL WITNESS POST.  IT IS A STANDARD
 EH2675'DISK STAMPED DUBBS 1929 NO. 4 1966, PROJECTING 6-INCHES.
 EH2675'
 EH2675'THE AZIMUTH MARK IS 0.55 MILE SW OF THE STATION, 77 FT. E
 EH2675'OF A FARM ROAD, 26 FT. NNE OF NE CORNER OF A FARM HOUSE, 1
 EH2675'FOOT E OF A POWER POLE AND 1 FOOT N OF A METAL WITNESS POST.
 EH2675'IT IS A STANDARD DISK STAMPED DUBBS 1929, PROJECTING 4-INCHES.
 EH2675'
 EH2675'TO REACH THE STATION FROM THE RAILROAD STATION IN TUNICA, GO
 EH2675'SOUTH ALONG THE EAST SIDE OF THE RAILROAD TRACKS FOR 0.2 MILE,
 EH2675'TURN LEFT AND GO EAST FOR 0.45 MILE TO U.S. HIGHWAY 61, TURN
 EH2675'RIGHT AND GO S FOR 8.2 MILES TO A BLACK TOP ROAD LEFT, TURN
 EH2675'LEFT AND GO EAST FOR 2.0 MILES TO A GRAVELED ROAD, RIGHT,
 EH2675'AT DUBBS, TURN RIGHT AND GO SW 0.3 MILE TO THE STATION ON THE
 EH2675'LEFT, CONTINUE SW FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 EH2675'LEFT.
 EH2675'
 EH2675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.3 MILE
 EH2675'SW OF DUBBS
 EH2675
 EH2675                          STATION RECOVERY (2001)
 EH2675
 EH2675'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001
 EH2675'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0311 ***********************************************************************
 EH0311  DESIGNATION -  DUBLIN
 EH0311  PID         -  EH0311
 EH0311  STATE/COUNTY-  MS/COAHOMA
 EH0311  USGS QUAD   -  TUTWILER (1967)
 EH0311
 EH0311                         *CURRENT SURVEY CONTROL
 EH0311  ___________________________________________________________________
 EH0311* NAD 83(1993)-  34 04 24.32592(N)    090 29 27.10546(W)     ADJUSTED  
 EH0311* NAVD 88     -        48.191  (meters)     158.11   (feet)  ADJUSTED  
 EH0311  ___________________________________________________________________
 EH0311  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 EH0311  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH0311  DYNAMIC HT  -          48.143 (meters)     157.95  (feet)  COMP
 EH0311  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 EH0311
 EH0311  HORZ ORDER  -  SECOND
 EH0311  VERT ORDER  -  SECOND    CLASS 0
 EH0311
 EH0311.The horizontal coordinates were established by classical geodetic methods
 EH0311.and adjusted by the National Geodetic Survey in May 1994.
 EH0311
 EH0311.The orthometric height was determined by differential leveling
 EH0311.and adjusted in June 1991.
 EH0311
 EH0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0311
 EH0311.The geoid height was determined by GEOID03.
 EH0311
 EH0311.The dynamic height is computed by dividing the NAVD 88
 EH0311.geopotential number by the normal gravity value computed on the
 EH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0311.degrees latitude (g = 980.6199 gals.).
 EH0311
 EH0311.The modeled gravity was interpolated from observed gravity values.
 EH0311
 EH0311;                    North         East     Units Scale Factor Converg.
 EH0311;SPC MS W     -   507,102.408   685,459.943   MT  0.99995261   -0 05 17.7
 EH0311;SPC MS W     - 1,663,718.48  2,248,879.83   sFT  0.99995261   -0 05 17.7
 EH0311;UTM  15      - 3,773,138.652   731,541.612   MT  1.00026092   +1 24 23.0
 EH0311
 EH0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0311!SPC MS W     -   0.99999656  x   0.99995261  =   0.99994917
 EH0311!UTM  15      -   0.99999656  x   1.00026092  =   1.00025748
 EH0311
 EH0311:                Primary Azimuth Mark                     Grid Az
 EH0311:SPC MS W     -  VANCE                                    089 25 12.2
 EH0311:UTM  15      -  VANCE                                    087 55 31.5
 EH0311
 EH0311|---------------------------------------------------------------------|
 EH0311| PID    Reference Object                     Distance      Geod. Az  |
 EH0311|                                                           dddmmss.s |
 EH0311| EH2738 VANCE                               APPROX.13.1 KM 0891954.5 |
 EH0311| EH0312 DUBLIN RM 1                          38.923 METERS 10002     |
 EH0311| EH0314 DUBLIN RM 3                          38.956 METERS 10003     |
 EH0311| EH0310 DUBLIN AZ MK                        APPROX. 0.9 KM 1024234.6 |
 EH0311| EH2743 TUTWILER FIRST PRESB CH SPIRE       APPROX. 8.6 KM 1412452.1 |
 EH0311| EH0313 DUBLIN RM 2                          30.594 METERS 20605     |
 EH0311|---------------------------------------------------------------------|
 EH0311
 EH0311                          SUPERSEDED SURVEY CONTROL
 EH0311
 EH0311  NAD 83(1986)-  34 04 24.33633(N)    090 29 27.10368(W) AD(       ) 2
 EH0311  NAD 27      -  34 04 23.93590(N)    090 29 26.76090(W) AD(       ) 2
 EH0311  NGVD 29 (??/??/??)   48.214  (m)          158.18   (f) ADJUSTED    2 0
 EH0311
 EH0311.Superseded values are not recommended for survey control.
 EH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0311.See file dsdata.txt to determine how the superseded data were derived.
 EH0311
 EH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3154273139(NAD 83)
 EH0311_MARKER: DD = SURVEY DISK
 EH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0311_STAMPING: DUBLIN 1957
 EH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0311+STABILITY: SURFACE MOTION
 EH0311
 EH0311  HISTORY     - Date     Condition        Report By
 EH0311  HISTORY     - 1957     MONUMENTED       CGS
 EH0311  HISTORY     - 1960     GOOD             MSHD
 EH0311  HISTORY     - 1961     GOOD             MSHD
 EH0311  HISTORY     - 1966     GOOD             USE
 EH0311  HISTORY     - 1974     GOOD             NGS
 EH0311  HISTORY     - 1979     SEE DESCRIPTION  DOD
 EH0311  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0311
 EH0311                          STATION DESCRIPTION
 EH0311
 EH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH0311'STATION IS APPROXIMATELY 5.5 MILES NORTHWEST OF TUTWILER, 0.2
 EH0311'MILE WEST OF U.S. HIGHWAY 49, WEST OF THE COAHOMA HEALTH
 EH0311'DEPARTMENT OFFICE, 101 FEET NORTH-NORTHEAST OF THE NORTHEAST
 EH0311'CORNER OF THE DEPOT IN THE VILLAGE OF DUBLIN, ON THE EAST SIDE
 EH0311'OF THE ILLINOIS CENTRAL RAILROAD AND ON THE PROPERTY OF THE
 EH0311'ILLINOIS CENTRAL RAILROAD.
 EH0311'
 EH0311'TO REACH FROM THE POST OFFICE IN DUBLIN, GO NORTH ON SURFACED
 EH0311'STREET FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT AND GO EAST
 EH0311'FOR APPROXIMATELY 0.05 MILE TO THE STATION ON THE RIGHT,
 EH0311'JUST AFTER CROSSING THE RAILROAD TRACK.
 EH0311'
 EH0311'STATION MARKS ARE STANDARD DISKS STAMPED DUBLIN 1957.  THE
 EH0311'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 EH0311'SURFACE OF THE GROUND.  IT IS 66 FEET NORTH OF A TELEPHONE POLE,
 EH0311'60 FEET SOUTHEAST OF THE CENTER OF A SURFACED ROAD, 56.5 FEET
 EH0311'NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACK AND 30 FEET
 EH0311'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.  A STANDARD WITNESS
 EH0311'POST WAS SET 3 FEET NORTH-NORTHWEST OF THE MARK.  THE UNDERGROUND
 EH0311'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 EH0311'BELOW THE SURFACE OF THE GROUND.
 EH0311'
 EH0311'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUBLIN NO 1 1957,
 EH0311'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 EH0311'4 INCHES.  IT IS 65 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 EH0311'ROAD, 62.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EH0311'COAHOMA HEALTH DEPARTMENT OFFICE, 17.5 FEET SOUTHWEST OF A
 EH0311'FENCE CORNER AND 1 FOOT NORTH-NORTHWEST OF A FENCE LINE.
 EH0311'
 EH0311'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUBLIN NO 2 1957,
 EH0311'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 EH0311'5 INCHES.  IT IS 27 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 EH0311'RAILROAD TRACK, 2 FEET EAST OF THE NORTHEAST CORNER OF THE DEPOT
 EH0311'AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.
 EH0311'
 EH0311'AZIMUTH MARK, A STANDARD DISK STAMPED DUBLIN 1957, IS SET
 EH0311'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 EH0311'IT IS 47.5 FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 25.5
 EH0311'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 23 FEET
 EH0311'SOUTHEAST OF A POWER LINE POLE.  A STANDARD WITNESS POST WAS SET
 EH0311'1 FOOT EAST OF THE MARK.
 EH0311'
 EH0311'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON SURFACE
 EH0311'ROAD FOR 0.2 MILE TO U.S. HIGHWAY 49, TURN RIGHT AND GO SOUTHERLY
 EH0311'ON U.S. HIGHWAY 49 FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK
 EH0311'AND GO SOUTHEAST ON SURFACED ROAD FOR 0.4 MILE TO THE AZIMUTH
 EH0311'MARK ON THE RIGHT.
 EH0311'
 EH0311'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EH0311
 EH0311                          STATION RECOVERY (1960)
 EH0311
 EH0311'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 EH0311'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND
 EH0311'AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS
 EH0311'ADEQUATE.
 EH0311'
 EH0311'THIS STATION WAS NOT OCCUPIED.
 EH0311
 EH0311                          STATION RECOVERY (1961)
 EH0311
 EH0311'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 EH0311'IN DUBLIN.
 EH0311'LOCATED ABOUT 5.5 MILES NORTHWEST OT TUTWILER, ALONG U. S. HIGHWAY 49,
 EH0311'IN THE COMMUNITY OF DUBLN OF THE ILLINOIS CENTRAL RAILROAD PROPERTY
 EH0311'AND NEAR THE RAILROAD DEPOT.  THE MARK IS A STANDARD USC AND GS BRONZE
 EH0311'STATION MARK DISK, STAMPED DUBLIN 1957, SET IN THE TOP OF A ROUND
 EH0311'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 101 FEET NORTH-NORTHEAST
 EH0311'OF THE NORTHEAST CORNER OF THE DEPOT, 66 FEET NORTH OF A TELEPHONE
 EH0311'LINE POLE, 60 FEET SOUTHEAST OF THE CENTER OF AN ASPHALT ROAD, 56.5
 EH0311'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, AND 30 FEET
 EH0311'SOUTHWEST OF A GRAVEL ROAD.
 EH0311'1979 REPORT--CENTER PUNCH DOUBTFUL, RUN OVER BY TRACTOR
 EH0311
 EH0311                          STATION RECOVERY (1966)
 EH0311
 EH0311'RECOVERY NOTE BY US ENGINEERS 1966
 EH0311'TO REACH FROM THE JUNCTION OF US HIWAY 61 AND US HIWAY 49 IN
 EH0311'CLARKSDALE, MISS,. GO SOUTHEAST ON US 49 FOR 9.2 MI TO A SIGN
 EH0311'ON THE RIGHT WITH THE WORK DUBLIN AND AN ARROW POINTING TO THE
 EH0311'VILLAGE OF DUBLIN.  TURN RIGHT ON THE PAVED ROAD TO DUBLIN
 EH0311'FOR 0.2 MI TO THE STATION ON THE LEFT, JUST BEFORE CROSSING THE
 EH0311'RAILROAD TRACKS IN DUBLIN.  THE STATION IS APPROXIMATELY
 EH0311'50 FT. SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD
 EH0311'AND APPROXIMATELY 60 FT NORTHWEST OF THE EAST RAIL OF THE
 EH0311'EASTERN MOST TRACK OF THE RAILROAD, APPROXIMATELY 25 FT
 EH0311'SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD AND 3 FT WEST
 EH0311'OF A WITNESS POST.
 EH0311
 EH0311                          STATION RECOVERY (1974)
 EH0311
 EH0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 EH0311'THE STATION WAS VISITED 3-7-74 AND THE STATION MARK, REFERENCE MARK
 EH0311'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 EH0311'MARK NO. 1 WAS FOUND BROKEN OFF ABOUT 1.5 FEET BELOW THE GROUND,
 EH0311'THE UPPER PORTION OF THE MONUMENT WAS PLACE OVER THE LOWER PORTION
 EH0311'AND REINFORCED WITH CONCRETE.  THE AZIMUTH MARK IS CURRENTLY
 EH0311'OBSTRUCTED FROM THE STATION BY MOBILE HOMES.  THE TENNANT HOUSE
 EH0311'PREVIOUSLY MENTIONED AS BEING NEAR THE STATION HAS BEEN TORN
 EH0311'DOWN.  A NEW DESCRIPTION FOLLOWS--
 EH0311'
 EH0311'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF TUTWILER, IN
 EH0311'THE SOUTHWEST ANGLE OF THE INTERSECTION OF A BLACK TOP ROAD AND THE
 EH0311'ILLINOIS CENTRAL RAILROAD IN DUBLIN, 10 MILES SOUTHEAST OF
 EH0311'CLARKSDALE IN THE SW 1/4 OF THE SE 1/4 OF SEC. 34, T 26 N., R 3 W.,
 EH0311'ON THE PROPERTY OWNED BY WALLY BAILY.  IT IS 56 FEET NORTHEAST
 EH0311'OF THE NORTHEAST RAIL OF THE TRACKS, 60 FEET SOUTHWEST OF THE
 EH0311'CENTER OF A GRAVELED ROAD, 60 FEET SOUTHEAST OF THE CENTER OF A
 EH0311'BLACK TOP ROAD, 80 FEET SOUTHEAST OF A RAILROAD STOP SIGN, 46 FEET
 EH0311'SOUTHWEST OF THE WEST CORNER OF A BRICK SIDED BUILDING, 41 FEET
 EH0311'NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE BRICK SIDED
 EH0311'STORE BUILDING, 121.5 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 368
 EH0311'AND ABOUT 4.5 FEET BELOW THE LEVEL OF THE TRACKS.  IT IS A
 EH0311'TRIANGULATION STATION DISK STAMPED DUBLIN 1957, FLUSH WITH THE
 EH0311'GROUND.
 EH0311'
 EH0311'REFERENCE MARK NO. 3 IS 127.81 FEET ESE OF THE STATION, 63 FEET
 EH0311'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 8 FEET SOUTHWEST OF A
 EH0311'UTILITY POLE, 148 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EH0311'TRACKS, 157 FEET SOUTHEAST OF THE CENTER OF THE MAIN ROAD, AND 10
 EH0311'FEET EAST OF THE SOUTHEAST END OF THE CONCRETE APRON.  IT IS A
 EH0311'REFERENCE MARK DISK STAMPED DUBLIN NO 1 1957 1974, PROJECTING 4
 EH0311'INCHES.
 EH0311'
 EH0311'REFERENCE MARK NO. 2 IS 100.37 FEET SSW OF THE STATION, 108 FEET
 EH0311'SOUTHEAST OF THE CENTER OF THE BLACK TOP ROAD, 97 FEET NORTHEAST
 EH0311'OF THE BLACK TOP ROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 EH0311'THE TRACKS 5.5 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL
 EH0311'OF THE BRICK STORE TO THE SOUTHWEST, 1.5 FEET SOUTHEAST OF
 EH0311'TELEPHONE POLE NO. 8, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 EH0311'IT IS A REFERENCE MARK DISK STAMPED DUBLIN NO 2 1957, PROJECTING
 EH0311'4 INCHES.
 EH0311'
 EH0311'THE AZIMUTH MARK IS 0.5 MILE EAST-SOUTHEAST OF THE STATION, 47 FEET
 EH0311'SOUTH OF THE CENTER OF A BLACK TOP ROAD, 51 FEET EAST OF THE CENTER
 EH0311'OF A DRIVEWAY TO A FIELD, 23 FEET SOUTHEAST OF A POWER POLE WITH A
 EH0311'GUY WIRES, 98 FEET EAST-NORTHEAST OF AN IRRIGATION PUMP, 2 FEET
 EH0311'SOUTHWEST OF THE ANCHOR WIRE FOR THE POLE, 1 FOOT SOUTH OF A
 EH0311'METAL WITNESS POST.  AND 1 FOOT NORTH OF ANOTHER WITNESS POST.
 EH0311'IT IS AN AZIMUTH MARK DISK STAMPED, DUBLIN 1957, PROJECTING 4
 EH0311'INCHES.
 EH0311'
 EH0311'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND U.S.
 EH0311'HIGHWAY 49 IN TUTWILER, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.85
 EH0311'MILES TO A SIDE ROAD AND THE DUBLIN ELEMENTARY SCHOOL ON THE LEFT,
 EH0311'CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 0.3 MILE TO A SIDE ROAD
 EH0311'RIGHT, CONTINUE NORTHWEST FOR 0.1 MILE TO A SIDE ROAD LEFT,
 EH0311'TURN LEFT AND GO SOUTHWEST FOR 0.2 MILES TO A RAILROAD TRACK AND
 EH0311'THE STATION ON THE LEFT.
 EH0311'
 EH0311'TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO
 EH0311'EAST-SOUTHEAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EH0311'
 EH0311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES NW OF
 EH0311'TUTWILER.
 EH0311
 EH0311                          STATION RECOVERY (1979)
 EH0311
 EH0311'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0311'RECOVERED AS DESCRIBED.
 EH0311
 EH0311                          STATION RECOVERY (1981)
 EH0311
 EH0311'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0310 ***********************************************************************
 EH0310  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0310  DESIGNATION -  DUBLIN AZ MK
 EH0310  PID         -  EH0310
 EH0310  STATE/COUNTY-  MS/COAHOMA
 EH0310  USGS QUAD   -  TUTWILER (1967)
 EH0310
 EH0310                         *CURRENT SURVEY CONTROL
 EH0310  ___________________________________________________________________
 EH0310* NAD 83(2007)-  34 04 17.58355(N)    090 28 51.13193(W)     ADJUSTED  
 EH0310* NAVD 88     -        48.54   (meters)     159.3    (feet)  GPS OBS   
 EH0310  ___________________________________________________________________
 EH0310  EPOCH DATE  -        2002.00
 EH0310  X           -     -44,387.421 (meters)                     COMP
 EH0310  Y           -  -5,288,648.264 (meters)                     COMP
 EH0310  Z           -   3,553,036.034 (meters)                     COMP
 EH0310  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 EH0310  ELLIP HEIGHT-          22.242 (meters)          (02/15/08) ADJUSTED
 EH0310  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EH0310  HORZ ORDER  -  B
 EH0310  ELLP ORDER  -  FOURTH    CLASS II
 EH0310
 EH0310.The horizontal coordinates were established by GPS observations
 EH0310.and adjusted by the EMC INCORPORATED in February 2008.
 EH0310
 EH0310.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0310.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0310.The horizontal coordinates are valid at the epoch date displayed above.
 EH0310.The epoch date for horizontal control is a decimal equivalence
 EH0310.of Year/Month/Day.
 EH0310
 EH0310.The orthometric height was determined by GPS observations and a
 EH0310.high-resolution geoid model.
 EH0310.The orthometric height was determined by GPS observations and a
 EH0310.high-resolution geoid model using precise GPS observation and
 EH0310.processing techniques. It supersedes the leveled height previously
 EH0310.determined for this station.
 EH0310
 EH0310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0310
 EH0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0310
 EH0310.The ellipsoidal height was determined by GPS observations
 EH0310.and is referenced to NAD 83.
 EH0310
 EH0310.The geoid height was determined by GEOID03.
 EH0310
 EH0310;                    North         East     Units Scale Factor Converg.
 EH0310;SPC MS W     -   506,893.296   686,381.972   MT  0.99995229   -0 04 57.6
 EH0310;SPC MS W     - 1,663,032.42  2,251,904.85   sFT  0.99995229   -0 04 57.6
 EH0310;UTM  15      - 3,772,953.602   732,469.070   MT  1.00026623   +1 24 42.9
 EH0310
 EH0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0310!SPC MS W     -   0.99999651  x   0.99995229  =   0.99994880
 EH0310!UTM  15      -   0.99999651  x   1.00026623  =   1.00026274
 EH0310
 EH0310                          SUPERSEDED SURVEY CONTROL
 EH0310
 EH0310  NAVD 88 (06/15/91)   48.607  (m)          159.47   (f) ADJUSTED    2 0
 EH0310  NGVD 29 (??/??/??)   48.628  (m)          159.54   (f) ADJUSTED    2 0
 EH0310
 EH0310.Superseded values are not recommended for survey control.
 EH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0310.See file dsdata.txt to determine how the superseded data were derived.
 EH0310
 EH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3246972954(NAD 83)
 EH0310_MARKER: DZ = AZIMUTH MARK DISK
 EH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0310_STAMPING: DUBLIN 1957
 EH0310_MARK LOGO: NONE  
 EH0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0310+STABILITY: SURFACE MOTION
 EH0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0310+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 EH0310
 EH0310  HISTORY     - Date     Condition        Report By
 EH0310  HISTORY     - 1957     MONUMENTED       CGS
 EH0310  HISTORY     - 1973     GOOD             MSHD
 EH0310  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EH0310  HISTORY     - 20060922 GOOD             USACE
 EH0310  HISTORY     - 20070104 GOOD             EMCINC
 EH0310
 EH0310                          STATION DESCRIPTION
 EH0310
 EH0310'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0310'4.85 MI NW FROM TUTWILER.
 EH0310'THE MARK IS LOCATED 4.85 MILES NW OF TUTWILER ON THE SOUTH SIDE OF A
 EH0310'BLACK TOP ROAD IN FRONT OF AN ABANDONED TENANT HOUSE, 0.7 MILE ENE OF
 EH0310'DUBLIN IN THE NW 1/4 OF SECTION 2, T 25N, R 3W.  IT IS 47 FEET SOUTH
 EH0310'OF THE CENTER OF A BLACK TOP ROAD, 51 FEET EAST OF THE CENTER OF A
 EH0310'DRIVEWAY, 26 FEET NE OF THE NE CORNER OF THE ABANDONED HOUSE, 98 FEET
 EH0310'ENE OF AN IRRIGATION PUMP, 23 FEET SE OF A POWER POLE WITH GUY WIRES,
 EH0310'2 FEET SW OF THE ANCHOR FOR A GUY WIRE, 1 FOOT SOUTH OF A METAL
 EH0310'WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT
 EH0310'LEVEL WITH THE ROAD AND PROJECTS 8 INCHES.  TO REACH FROM THE JUNCTION
 EH0310'OF STATE HIGHWAY 3 AND U.S. HIGHWAY 49 IN TUTWILER GO NW ON U.S.
 EH0310'HIGHWAY 49 FOR 4.85 MILES TO A SIDE ROAD AND THE DUBLIN ELEMENTARY
 EH0310'SCHOOL ON THE LEFT.  CONTINUE NW ON U.S. HIGHWAY 49 FOR 0.3 MILE TO A
 EH0310'SIDE ROAD RIGHT.  TURN RIGHT AND GO SE ON A BLACK TOP ROAD FOR 0.4
 EH0310'MILE TO THE ABANDONED HOUSE AND THE MARK ON THE RIGHT.
 EH0310
 EH0310                          STATION RECOVERY (1981)
 EH0310
 EH0310'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0310'MARK NOT FOUND.
 EH0310
 EH0310                          STATION RECOVERY (2006)
 EH0310
 EH0310'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (KEJ)
 EH0310'RECOVERY NOTE OF 1981 'MARK NOT FOUND' IS INCORRECT. MARK IS IN GOOD
 EH0310'CONDITION AND IT IS AN EXCELLENT GPS STATION.  NO OBSTRUCTIONS OVER 5
 EH0310'DEGREES.
 EH0310
 EH0310                          STATION RECOVERY (2007)
 EH0310
 EH0310'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0313 ***********************************************************************
 EH0313  DESIGNATION -  DUBLIN RM 2
 EH0313  PID         -  EH0313
 EH0313  STATE/COUNTY-  MS/COAHOMA
 EH0313  USGS QUAD   -  TUTWILER (1967)
 EH0313
 EH0313                         *CURRENT SURVEY CONTROL
 EH0313  ___________________________________________________________________
 EH0313* NAD 83(1986)-  34 04 24.     (N)    090 29 29.     (W)     SCALED    
 EH0313* NAVD 88     -        49.63   (+/-2cm)     162.8    (feet)  VERTCON   
 EH0313  ___________________________________________________________________
 EH0313  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH0313  VERT ORDER  -  ? (See Below)
 EH0313
 EH0313.The horizontal coordinates were scaled from a topographic map and have
 EH0313.an estimated accuracy of +/- 6 seconds.
 EH0313
 EH0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0313.The vertical order pertains to the NGVD 29 superseded value.
 EH0313
 EH0313.The geoid height was determined by GEOID03.
 EH0313
 EH0313;                    North         East    Units  Estimated Accuracy
 EH0313;SPC MS W     -   507,090.      685,410.      MT  (+/- 180 meters Scaled)
 EH0313
 EH0313                          SUPERSEDED SURVEY CONTROL
 EH0313
 EH0313  NGVD 29 (??/??/??)   49.662  (m)          162.93   (f) ADJUSTED    ?  
 EH0313
 EH0313.Superseded values are not recommended for survey control.
 EH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0313.See file dsdata.txt to determine how the superseded data were derived.
 EH0313
 EH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT314731(NAD 83)
 EH0313_MARKER: DR = REFERENCE MARK DISK
 EH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0313_STAMPING: DUBLIN NO 2 1957
 EH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0313+STABILITY: SURFACE MOTION
 EH0313
 EH0313  HISTORY     - Date     Condition        Report By
 EH0313  HISTORY     - 1957     MONUMENTED       CGS
 EH0313  HISTORY     - 1961     GOOD             MSHD
 EH0313  HISTORY     - 1979     GOOD             DOD
 EH0313  HISTORY     - 19811001 GOOD             MSSU
 EH0313
 EH0313                          STATION DESCRIPTION
 EH0313
 EH0313'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 EH0313'IN DUBLIN.
 EH0313'LOCATED ABOUT 5.5 MILES NORTHWEST OF TUTWILER, ALONG U.S. HIGHWAY 49
 EH0313'IN THE COMMUNITY OF DUBLIN ON THE ILLINOIS CENTRAL RAILROAD PROPERTY
 EH0313'AND NEAR THE RAILROAD DEPOT.  THE MARK IS A STANDARD USC AND GS BRONZE
 EH0313'REFERENCE DISK, STAMPED DUBLIN NO 2 1957, SET IN THE TOP OF AN 11-INCH
 EH0313'SQUARE CONCRETE POST, PROJECTING 5 INCHES.  IT IS 27 FEET NORTHWEST OF
 EH0313'THE NORTHWEST RAIL OF THE RAILROAD, 2 FEET EAST OF THE NORTHEAST
 EH0313'CORNER OF THE DEPOT, AND 1 FOOT SOUTHEAST OF A TELEPHONE LINE POLE.
 EH0313
 EH0313                          STATION RECOVERY (1979)
 EH0313
 EH0313'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0313'RECOVERED IN GOOD CONDITION.
 EH0313
 EH0313                          STATION RECOVERY (1981)
 EH0313
 EH0313'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0314 ***********************************************************************
 EH0314  DESIGNATION -  DUBLIN RM 3
 EH0314  PID         -  EH0314
 EH0314  STATE/COUNTY-  MS/COAHOMA
 EH0314  USGS QUAD   -  TUTWILER (1967)
 EH0314
 EH0314                         *CURRENT SURVEY CONTROL
 EH0314  ___________________________________________________________________
 EH0314* NAD 83(1986)-  34 04 23.     (N)    090 29 29.     (W)     SCALED    
 EH0314* NAVD 88     -        48.74   (+/-2cm)     159.9    (feet)  VERTCON   
 EH0314  ___________________________________________________________________
 EH0314  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EH0314  VERT ORDER  -  ? (See Below)
 EH0314
 EH0314.The horizontal coordinates were scaled from a topographic map and have
 EH0314.an estimated accuracy of +/- 6 seconds.
 EH0314
 EH0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0314.The vertical order pertains to the NGVD 29 superseded value.
 EH0314
 EH0314.The geoid height was determined by GEOID03.
 EH0314
 EH0314;                    North         East    Units  Estimated Accuracy
 EH0314;SPC MS W     -   507,060.      685,410.      MT  (+/- 180 meters Scaled)
 EH0314
 EH0314                          SUPERSEDED SURVEY CONTROL
 EH0314
 EH0314  NGVD 29 (??/??/??)   48.768  (m)          160.00   (f) ADJUSTED    ?  
 EH0314
 EH0314.Superseded values are not recommended for survey control.
 EH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0314.See file dsdata.txt to determine how the superseded data were derived.
 EH0314
 EH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT314730(NAD 83)
 EH0314_MARKER: DR = REFERENCE MARK DISK
 EH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0314_STAMPING: DUBLIN RM NO.3 1957 1974
 EH0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0314
 EH0314  HISTORY     - Date     Condition        Report By
 EH0314  HISTORY     - 1974     MONUMENTED       NGS
 EH0314
 EH0314                          STATION DESCRIPTION
 EH0314
 EH0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0314'IN DUBLIN.
 EH0314'LOCATED ABOUT 5.5 MILES NORTHWEST OF TUTWILER, ALONG U.S. HIGHWAY 49,
 EH0314'IN THE COMMUNITY OF DUBLIN ON THE ILLINOIS CENTRAL RAILROAD PROPERTY
 EH0314'AND NEAR THE RAILROAD DEPOT.  IT IS 157 FEET SOUTHEAST OF THE CENTER
 EH0314'OF THE MAIN ROAD, 148 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EH0314'TRACKS, 63 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET
 EH0314'EAST OF THE SOUTHEAST END OF THE CONCRETE APRON AND 8 FEET SOUTHWEST
 EH0314'OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2042 ***********************************************************************
 DJ2042  DESIGNATION -  DUCK HILL MUNICIPAL TANK
 DJ2042  PID         -  DJ2042
 DJ2042  STATE/COUNTY-  MS/MONTGOMERY
 DJ2042  USGS QUAD   -  DUCK HILL (1983)
 DJ2042
 DJ2042                         *CURRENT SURVEY CONTROL
 DJ2042  ___________________________________________________________________
 DJ2042* NAD 83(1993)-  33 38 01.76278(N)    089 42 47.09162(W)     ADJUSTED  
 DJ2042* NAVD 88     -              **(meters)            **(feet)            
 DJ2042  ___________________________________________________________________
 DJ2042  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DJ2042  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DJ2042  HORZ ORDER  -  THIRD
 DJ2042
 DJ2042.The horizontal coordinates were established by classical geodetic methods
 DJ2042.and adjusted by the National Geodetic Survey in May 1994.
 DJ2042
 DJ2042
 DJ2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2042
 DJ2042.The geoid height was determined by GEOID03.
 DJ2042
 DJ2042;                    North         East     Units Scale Factor Converg.
 DJ2042;SPC MS W     -   458,505.752   757,544.142   MT  0.99999081   +0 20 36.8
 DJ2042;SPC MS W     - 1,504,280.95  2,485,376.07   sFT  0.99999081   +0 20 36.8
 DJ2042;UTM  16      - 3,724,857.826   248,346.283   MT  1.00038082   -1 30 12.7
 DJ2042
 DJ2042                          SUPERSEDED SURVEY CONTROL
 DJ2042
 DJ2042  NAD 83(1986)-  33 38 01.77407(N)    089 42 47.08835(W) AD(       ) 4
 DJ2042  NAD 27      -  33 38 01.34200(N)    089 42 46.79300(W) AD(       ) 3
 DJ2042
 DJ2042.Superseded values are not recommended for survey control.
 DJ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2042.See file dsdata.txt to determine how the superseded data were derived.
 DJ2042
 DJ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4834624858(NAD 83)
 DJ2042_MARKER: 53 = ELEVATED TANK
 DJ2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2042+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2007
 DJ2042
 DJ2042  HISTORY     - Date     Condition        Report By
 DJ2042  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2042  HISTORY     - 1968     GOOD             MSHD
 DJ2042  HISTORY     - 20071125 GOOD             MSSU
 DJ2042
 DJ2042                          STATION DESCRIPTION
 DJ2042
 DJ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2042'STATION IS THE FINIAL ATOP THE SILVER PAINTED TANK ABOUT 80
 DJ2042'FEET HIGH AND SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.  THE
 DJ2042'WORDS DUCK HILL, MISS. ARE PAINTED IN BLACK ON THE NORTH SIDE OF
 DJ2042'THE TANK.
 DJ2042'
 DJ2042'THE STATION IS ABOUT 0.15 MILE NORTHWEST OF THE R.R. DEPOT IN
 DJ2042'DUCK HILL ALONG U.S. HIGHWAY 51, AND ABOUT 100 YARDS WEST OF THE
 DJ2042'HIGHWAY.
 DJ2042
 DJ2042                          STATION RECOVERY (1968)
 DJ2042
 DJ2042'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (RLW)
 DJ2042'THE STATION WAS VISITED 12-3-68 AND THE STATION WAS FOUND IN GOOD
 DJ2042'CONDITION.
 DJ2042'
 DJ2042'THE STATION IS LOCATED IN DUCK HILL IN THE NORTHWEST 1/4 OF
 DJ2042'SECTION 6, T 21N, R 6E.  THE STATION IS THE FINAL ATOP A SILVER TANK
 DJ2042'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE WITH THE WORDS DUCK HILL
 DJ2042'MISS IN BLACK LETTERS ON THE NORTH SIDE OF THE TANK.
 DJ2042'
 DJ2042'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 404 AND
 DJ2042'U.S. HIGHWAY 51 AT THE SOUTHEAST EDGE OF WINONA GO NORTHWEST ON U.S.
 DJ2042'HIGHWAY 51 FOR 0.2 MILE TO AN ANGLING SIDE STREET LEFT.  TURN LEFT
 DJ2042'(WEST) AND CONTINUE ON A BLACKTOP STREET FOR 0.05 MILE TO THE TANK
 DJ2042'ON THE
 DJ2042'LEFT.
 DJ2042
 DJ2042                          STATION RECOVERY (2007)
 DJ2042
 DJ2042'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007
 DJ2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2224 ***********************************************************************
 BH2224  DESIGNATION -  DUFFEY
 BH2224  PID         -  BH2224
 BH2224  STATE/COUNTY-  MS/JACKSON
 BH2224  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2224
 BH2224                         *CURRENT SURVEY CONTROL
 BH2224  ___________________________________________________________________
 BH2224* NAD 83(1993)-  30 27 07.62150(N)    088 31 08.23580(W)     ADJUSTED  
 BH2224* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2224  ___________________________________________________________________
 BH2224  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BH2224  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH2224  HORZ ORDER  -  SECOND
 BH2224
 BH2224.The horizontal coordinates were established by classical geodetic methods
 BH2224.and adjusted by the National Geodetic Survey in May 1994.
 BH2224
 BH2224.The orthometric height was scaled from a topographic map.
 BH2224
 BH2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2224
 BH2224.The geoid height was determined by GEOID03.
 BH2224
 BH2224;                    North         East     Units Scale Factor Converg.
 BH2224;SPC MS E     -   105,580.838   330,193.378   MT  0.99996124   +0 09 33.6
 BH2224;SPC MS E     -   346,393.13  1,083,309.44   sFT  0.99996124   +0 09 33.6
 BH2224;SPC AL W     -    50,557.731   502,137.589   MT  1.00005144   -0 30 59.3
 BH2224;UTM  16      - 3,369,865.218   354,160.620   MT  0.99986239   -0 46 11.9
 BH2224
 BH2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2224!SPC MS E     -   1.00000414  x   0.99996124  =   0.99996538
 BH2224!SPC AL W     -   1.00000414  x   1.00005144  =   1.00005558
 BH2224!UTM  16      -   1.00000414  x   0.99986239  =   0.99986653
 BH2224
 BH2224|---------------------------------------------------------------------|
 BH2224| PID    Reference Object                     Distance      Geod. Az  |
 BH2224|                                                           dddmmss.s |
 BH2224| DD7878 DUFFEY RM 1                          17.090 METERS 06538     |
 BH2224| BH2231 FORD                                APPROX. 3.1 KM 1794510.9 |
 BH2224| DD7879 DUFFEY RM 2                          64.990 METERS 33236     |
 BH2224|---------------------------------------------------------------------|
 BH2224
 BH2224                          SUPERSEDED SURVEY CONTROL
 BH2224
 BH2224  NAD 83(1993)-  30 27 07.62961(N)    088 31 08.23133(W) AD(       ) 2
 BH2224  NAD 83(1986)-  30 27 07.64546(N)    088 31 08.22923(W) AD(       ) 2
 BH2224  NAD 27      -  30 27 06.92700(N)    088 31 08.16900(W) AD(       ) 2
 BH2224
 BH2224.Superseded values are not recommended for survey control.
 BH2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2224.See file dsdata.txt to determine how the superseded data were derived.
 BH2224
 BH2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5416169865(NAD 83)
 BH2224_MARKER: DS = TRIANGULATION STATION DISK
 BH2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2224
 BH2224  HISTORY     - Date     Condition        Report By
 BH2224  HISTORY     - 1921     MONUMENTED       CGS
 BH2224  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2224
 BH2224                          STATION DESCRIPTION
 BH2224
 BH2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2224'STATION IS 2-1/2 MILES N OF VILLAGE OF FORD ON W (LEFT) SIDE OF
 BH2224'TRACK.  ON EXTENSION OF BACK AND FORWARD TANGENCY W (LEFT) RAIL,
 BH2224'OF FIRST CURVE N OF FORD, 19.205 METERS OR 63.01 FEET W OF W AND
 BH2224'NEAREST RAIL.
 BH2224'
 BH2224'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 BH2224'DISKS SET IN CONCRETE.
 BH2224'
 BH2224'REFERENCE MARKS ARE ON THE SAME SIDE OF TRACK.
 BH2224'
 BH2224'REFERENCE MARK NO. 2 IS TRIANGLE CUT IN LARGE CYPRESS TREE.  SAID
 BH2224'TRIANGLE HAS LARGE NAIL DRIVEN IN CENTER.
 BH2224
 BH2224                          STATION RECOVERY (1959)
 BH2224
 BH2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WMR)
 BH2224'BROKEN MONUMENT FOUND IN DESCRIBED LOCATION.  PART CONTAINING DISK
 BH2224'NOT FOUND.  A FIRE LANE HAS BEEN MADE WHERE STATION WAS LOCATED.
 BH2224'
 BH2224'R.M. NO. 1 WAS NOT FOUND.  PROBABLY DESTROYED WHEN FIRE LANE WAS
 BH2224'MADE.
 BH2224'
 BH2224'R.M. NO. 2, TREE NO LONGER STANDS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1788 ***********************************************************************
 DK1788  DESIGNATION -  DUGAN RESET
 DK1788  PID         -  DK1788
 DK1788  STATE/COUNTY-  MS/LEFLORE
 DK1788  USGS QUAD   -  BROOKS (1983)
 DK1788
 DK1788                         *CURRENT SURVEY CONTROL
 DK1788  ___________________________________________________________________
 DK1788* NAD 83(1993)-  33 46 01.65604(N)    090 25 05.47166(W)     ADJUSTED  
 DK1788* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 DK1788  ___________________________________________________________________
 DK1788  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DK1788  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK1788  HORZ ORDER  -  SECOND
 DK1788
 DK1788.The horizontal coordinates were established by classical geodetic methods
 DK1788.and adjusted by the National Geodetic Survey in May 1994.
 DK1788
 DK1788.The orthometric height was scaled from a topographic map.
 DK1788
 DK1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1788
 DK1788.The geoid height was determined by GEOID03.
 DK1788
 DK1788;                    North         East     Units Scale Factor Converg.
 DK1788;SPC MS W     -   473,121.369   692,139.917   MT  0.99995076   -0 02 49.8
 DK1788;SPC MS W     - 1,552,232.36  2,270,795.71   sFT  0.99995076   -0 02 49.8
 DK1788;UTM  15      - 3,739,331.441   739,104.687   MT  1.00030486   +1 26 08.5
 DK1788
 DK1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1788!SPC MS W     -   0.99999784  x   0.99995076  =   0.99994860
 DK1788!UTM  15      -   0.99999784  x   1.00030486  =   1.00030270
 DK1788
 DK1788:                Primary Azimuth Mark                     Grid Az
 DK1788:SPC MS W     -  DUGAN AZ MK                              006 34 07.5
 DK1788:UTM  15      -  DUGAN AZ MK                              005 05 09.2
 DK1788
 DK1788|---------------------------------------------------------------------|
 DK1788| PID    Reference Object                     Distance      Geod. Az  |
 DK1788|                                                           dddmmss.s |
 DK1788| AI3041 DUGAN AZ MK                                        0063117.7 |
 DK1788| AI3038 DUGAN RM 1                           40.819 METERS 03627     |
 DK1788| AI3040 DUGAN RM 3                           17.552 METERS 04845     |
 DK1788| DK1787 MM 14                                89.956 METERS 08358     |
 DK1788| DK1773 MINTER CITY OIL MILL INC TANK       APPROX.11.0 KM 1005942.1 |
 DK1788| DK1779 QUIVER                              APPROX.10.5 KM 1962414.1 |
 DK1788| DK1936 RULEVILLE FED COMPRESS CO TANK      APPROX.13.6 KM 2500503.3 |
 DK1788| DK1935 RULEVILLE MUNICIPAL TANK            APPROX.13.6 KM 2500948.2 |
 DK1788| DK1916 RULEVILLE DREW GRAIN ELEV TWR       APPROX.10.9 KM 2715040.4 |
 DK1788| DK1918 DREW FEDERAL COMPRESS CO TANK       APPROX.11.1 KM 2913611.2 |
 DK1788| DK1920 DREW FEDERAL COMPRESS CO STACK      APPROX.11.0 KM 2914400.6 |
 DK1788| AI3039 DUGAN RM 2                           79.812 METERS 29316     |
 DK1788| DK1917 DREW BAPTIST CHURCH SPIRE           APPROX.11.3 KM 2941510.4 |
 DK1788| DK1919 DREW QUAKER OATS CO ELEV ROD        APPROX.11.2 KM 2942806.5 |
 DK1788| DK1921 DREW MUNICIPAL TANK                 APPROX.11.1 KM 2943923.5 |
 DK1788|---------------------------------------------------------------------|
 DK1788
 DK1788                          SUPERSEDED SURVEY CONTROL
 DK1788
 DK1788  NAD 83(1986)-  33 46 01.66672(N)    090 25 05.46865(W) AD(       ) 2
 DK1788  NAD 27      -  33 46 01.25350(N)    090 25 05.14520(W) AD(       ) 2
 DK1788
 DK1788.Superseded values are not recommended for survey control.
 DK1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1788.See file dsdata.txt to determine how the superseded data were derived.
 DK1788
 DK1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3910539331(NAD 83)
 DK1788_MARKER: DH = HORIZONTAL CONTROL DISK
 DK1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1788_STAMPING: DUGAN 1957 1983
 DK1788_MARK LOGO: NGS   
 DK1788_PROJECTION: PROJECTING 2 CENTIMETERS
 DK1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1788+STABILITY: SURFACE MOTION
 DK1788
 DK1788  HISTORY     - Date     Condition        Report By
 DK1788  HISTORY     - 1983     MONUMENTED       NGS
 DK1788
 DK1788                          STATION DESCRIPTION
 DK1788
 DK1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DK1788'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO 3 WERE RECOVERED IN
 DK1788'GOOD CONDITION.  REFERENCE MARK NO 2 AND STATION SURFACE MARK WERE
 DK1788'FOUND DESTROYED.  THE AZIMUTH MARK AND MM 14 USGS WERE NOT FOUND AND
 DK1788'ARE BELIEVED DESTROYED.  THE AZIMUTH MARK WOULD NOT HAVE BEEN VISIBLE
 DK1788'FROM THE STATION.  THE STATION SURFACE MARK WAS RESET OVER THE
 DK1788'UNDERGROUND MARK AND A NEW REFERENCE MARK NO 4 WAS ESTABLISHED AT THIS
 DK1788'TIME.  NO SUITABLE LOCATION WAS AVAILABLE FOR NEW AZIMUTH MARK. A NEW
 DK1788'DESCRIPTION FOLLOWS.
 DK1788' 
 DK1788'TO REACH FROM THE JUNCTION OF US HIGHWAY 49E AND STATE HIGHWAY 8 AT
 DK1788'MINTER CITY, GO NORTH ON HIGHWAY 49E FOR 0.8 MI (1.3 KM) TO A PAVED
 DK1788'CROSSROAD, TURN LEFT AND GO WEST ON PAVED ROAD FOR 3.1 MI (5.0 KM) TO
 DK1788'END OF PAVED ROAD, CONTINUE WEST ON GRAVEL ROAD FOR 0.6 MI (1.0 KM) TO
 DK1788'A SIDEROAD ON THE RIGHT, CONTINUE WEST FOR 0.05 MI (0.08 KM) TO PECAN
 DK1788'GROVE AND STATION ON THE LEFT.
 DK1788' 
 DK1788'STATION IS A STANDARD DISK STAMPED--DUGAN 1957 1983--, SET IN TOP OF A
 DK1788'SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT IS 44.96 M (147.51 FT)
 DK1788'SOUTHEAST OF A POWER POLE, 20.57 M (67.49 FT) SOUTH OF THE CENTER OF
 DK1788'GRAVEL ROAD, 20.27 M (66.50 FT) WEST SOUTHWEST OF THE MOST NORTHEAST
 DK1788'PECAN TREE IN GROVE AND 0.49 M (1.61 FT) EAST OF A FIBERGLASS WITNESS
 DK1788'POST.  REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED--DUGAN 1957 NO
 DK1788'3 1968--, SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT
 DK1788'IS 8.84 M (29.00 FT) SOUTH OF THE CENTER OF GRAVEL ROAD, 3.5 M (11.5
 DK1788'FT) WEST OF THE MOST NORTHEAST PECAN TREE IN GROVE AND 0.30 M (0.98
 DK1788'FT) SOUTH OF A FIBERGLASS WITNESS POST.  REFERENCE MARK NO 4 IS A
 DK1788'STANDARD NGS DISK, STAMPED--DUGAN 1957 NO 4 1983--, SET IN TOP OF A
 DK1788'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 31.09 M (102.00 FT)
 DK1788'SOUTHEAST OF A POWER POLE, 10.97 M (35.99 FT) SOUTH OF THE CENTER OF
 DK1788'GRAVEL ROAD, 1.06 M (3.48 FT) SOUTHWEST OF A 30-INCH FORKED TRUNK
 DK1788'PECAN TREE, 0.37 M (1.21 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1795 ***********************************************************************
 DK1795  DESIGNATION -  DUGGINS 2
 DK1795  PID         -  DK1795
 DK1795  STATE/COUNTY-  MS/CARROLL
 DK1795  USGS QUAD   -  GRAVEL HILL (1982)
 DK1795
 DK1795                         *CURRENT SURVEY CONTROL
 DK1795  ___________________________________________________________________
 DK1795* NAD 83(1993)-  33 27 49.88580(N)    090 03 49.03398(W)     ADJUSTED  
 DK1795* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 DK1795  ___________________________________________________________________
 DK1795  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DK1795  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1795  HORZ ORDER  -  SECOND
 DK1795
 DK1795.The horizontal coordinates were established by classical geodetic methods
 DK1795.and adjusted by the National Geodetic Survey in May 1994.
 DK1795
 DK1795.The orthometric height was scaled from a topographic map.
 DK1795
 DK1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1795
 DK1795.The geoid height was determined by GEOID03.
 DK1795
 DK1795;                    North         East     Units Scale Factor Converg.
 DK1795;SPC MS W     -   439,515.077   725,071.591   MT  0.99995775   +0 08 55.4
 DK1795;SPC MS W     - 1,441,975.72  2,378,839.04   sFT  0.99995775   +0 08 55.4
 DK1795;UTM  15      - 3,706,570.264   772,907.177   MT  1.00051833   +1 37 12.5
 DK1795;UTM  16      - 3,706,912.138   215,262.676   MT  1.00059968   -1 41 25.6
 DK1795
 DK1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1795!SPC MS W     -   0.99998644  x   0.99995775  =   0.99994419
 DK1795!UTM  15      -   0.99998644  x   1.00051833  =   1.00050476
 DK1795!UTM  16      -   0.99998644  x   1.00059968  =   1.00058611
 DK1795
 DK1795:                Primary Azimuth Mark                     Grid Az
 DK1795:SPC MS W     -  VALLEY HILL RADIO KKD 317 MAST           011 42 26.5
 DK1795:UTM  15      -  VALLEY HILL RADIO KKD 317 MAST           010 14 09.4
 DK1795:UTM  16      -  VALLEY HILL RADIO KKD 317 MAST           013 32 47.5
 DK1795
 DK1795|---------------------------------------------------------------------|
 DK1795| PID    Reference Object                     Distance      Geod. Az  |
 DK1795|                                                           dddmmss.s |
 DK1795| DK1755 VALLEY HILL RADIO KKD 317 MAST      APPROX. 8.2 KM 0115121.9 |
 DK1795| CY5974 DUGGINS 2 RM 3                       25.094 METERS 10047     |
 DK1795| DJ2025 COILA                               APPROX.11.7 KM 1423333.5 |
 DK1795| CY5973 DUGGINS 2 AZ MK                                    1852302.6 |
 DK1795| CY5975 DUGGINS 2 RM 4                       19.520 METERS 21514     |
 DK1795| DK1756 GREENWOOD COMMUNITY TV MAST         APPROX.10.6 KM 3144031.9 |
 DK1795|---------------------------------------------------------------------|
 DK1795
 DK1795                          SUPERSEDED SURVEY CONTROL
 DK1795
 DK1795  NAD 83(1986)-  33 27 49.89711(N)    090 03 49.03072(W) AD(       ) 2
 DK1795  NAD 27      -  33 27 49.45900(N)    090 03 48.73210(W) AD(       ) 2
 DK1795
 DK1795.Superseded values are not recommended for survey control.
 DK1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1795.See file dsdata.txt to determine how the superseded data were derived.
 DK1795
 DK1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7290706570(NAD 83)
 DK1795_MARKER: DS = TRIANGULATION STATION DISK
 DK1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1795+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2008
 DK1795
 DK1795  HISTORY     - Date     Condition        Report By
 DK1795  HISTORY     - 1959     MONUMENTED       CGS
 DK1795  HISTORY     - 1968     GOOD             MSHD
 DK1795  HISTORY     - 1969     GOOD             CGS
 DK1795  HISTORY     - 20080319 GOOD             MSSU
 DK1795
 DK1795                          STATION DESCRIPTION
 DK1795
 DK1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DK1795'THE STATION IS ABOUT 3-1/2 MILES SOUTH AND 7 MILES EAST
 DK1795'OF GREENWOOD, 3 MILES SOUTH AND 8-1/2 MILES WEST OF CARROLLTON
 DK1795'AND IN THE SOUTHWEST 1/4 OF SECTION 35, T 19 N, R 2 E.  IT
 DK1795'IS ON THE HIGHEST POINT OF A HILL AND NEAR THE NORTHWEST
 DK1795'EDGE OF A LARGE OPENING.  IT IS ON THE PROPERTY OF MR. W.B.
 DK1795'DUGGINS OF GREENWOOD.
 DK1795'
 DK1795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DK1795'17 AND U.S. HIGHWAY 82 JUST SOUTH OF CARROLLTON, GO WEST
 DK1795'ON HIGHWAY 82 FOR 8.15 MILES TO A SIGN WELCOME TO THE MISSISSIPPI
 DK1795'DELTA ON THE RIGHT AND PAVED SIDE ROAD AND SIGN HOLLIDAY
 DK1795'INN ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.5 MILE TO
 DK1795'A STEEL BRIDGE, CONTINUE SOUTH FOR 0.2 MILE TO A SIDE ROAD
 DK1795'LEFT, TURN LEFT AND GO EASTERLY FOR 2.3 MILES TO A FORK,
 DK1795'TAKE THE RIGHT ROAD AND GO 0.2 MILE TO THREE FORKS, TAKE
 DK1795'THE RIGHT ROAD AND GO WESTERLY FOR 0.1 MILE TO A GATE, PASS
 DK1795'THROUGH THE GATE AND CONTINUE FOR 0.5 MILE TO A GATE, PASS
 DK1795'THROUGH THE GATE AND CONTINUE FOR 0.15 MILE TO AN ABANDONED
 DK1795'HOUSE ON THE RIGHT, BEAR LEFT AND FOLLOW TRACK ROAD
 DK1795'SOUTHWEST FOR 0.2 MILE TO A GATE AND THE STATION ON THE
 DK1795'RIGHT, CONTINUE SOUTHWEST AND SOUTHEAST FOR 0.15 MILE TO THE
 DK1795'AZIMUTH MARK ON THE RIGHT.
 DK1795'
 DK1795'THE STATION MARK IS A STANDARD DISK, STAMPED DUGGINS 2 1959,
 DK1795'SET IN THE TOP OF A 9-INCH SQUARE, CONCRETE POST PROJECTING
 DK1795'13 INCHES.  IT IS 110 FEET NORTHWEST OF THE CENTER OF THE
 DK1795'TRACK ROAD, 107 FEET NORTHWEST OF THE CENTER OF THE GATE,
 DK1795'28 FEET SOUTHWEST OF A 12-INCH OAK TREE WITH TRIANGLE BLAZE
 DK1795'ON SOUTHWEST SIDE, 14 FEET SOUTH OF THE EDGE OF A CUT BANK
 DK1795'AND 1.5 FEET NORTHWEST OF A METAL, WITNESS SIGNPOST.  THIS
 DK1795'STATION WAS MOVED BY AN AIRPORT SURVEY PARTY, THEREFORE
 DK1795'IT IS NOT KNOWN WHETHER THERE IS AN UNDERGROUND MARK OR NOT.
 DK1795'
 DK1795'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DUGGINS 2 NO
 DK1795'3 1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 DK1795'PROJECTING 5 INCHES.  IT IS 65 FEET EAST OF THE 12-INCH
 DK1795'OAK TREE, 61 FEET NORTH OF THE CENTER OF THE GATE AND 55
 DK1795'FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 DK1795'
 DK1795'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DUGGINS 2 NO
 DK1795'4 1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 DK1795'PROJECTING 6 INCHES.  IT IS 115 FEET SOUTHWEST OF THE CENTER
 DK1795'OF THE GATE, 90 FEET SOUTHWEST OF THE 12-INCH OAK TREE,
 DK1795'76 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 69
 DK1795'FEET NORTHWEST OF A FENCE.
 DK1795'
 DK1795'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUGGINS 2 1959,
 DK1795'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 DK1795'6 INCHES.  IT IS 85 FEET SOUTHWEST OF THE CENTER OF THE
 DK1795'TRACK ROAD, 16 FEET WEST OF A 14-INCH OAK TREE WITH TRIANGLE
 DK1795'BLAZE ON NORTH SIDE, 16 FEET EAST-NORTHEAST OF THE CENTER
 DK1795'OF A GATE, 2 FEET NORTH OF A FENCE AND 1.5 FEET SOUTH OF
 DK1795'A METAL, WITNESS SIGNPOST.
 DK1795'
 DK1795'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DK1795
 DK1795                          STATION RECOVERY (1968)
 DK1795
 DK1795'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK1795'THE STATION WAS VISITED 4-30-68 AND THE STATION MARK, REFERENCE
 DK1795'MARK, NO. 3, NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1795'CONDITION.
 DK1795'
 DK1795'THE STATION IS LOCATED 7.2 MILES SOUTHEAST OF THE APPROXIMATE
 DK1795'CENTER OF GREENWOOD, 8.8 MILES SOUTHWEST OF CARROLLTON IN
 DK1795'THE NORTHWEST 1/4 OF SECTION 35, T 19 N, R 2 E AND ON PROPERTY
 DK1795'OWNED BY THE W.B. DUGGINS ESTATE.  IT IS 110 FEET NORTHWEST
 DK1795'OF THE CENTER OF A TRACK ROAD, 23 FEET SOUTHEAST OF THE
 DK1795'CENTER OF AN OLD ROAD, 28 FEET SOUTHWEST OF A 8 INCH TWIN
 DK1795'OAK, 30 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD WITH
 DK1795'AN OLD ROAD AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 DK1795'
 DK1795'IT IS A STANDARD TRIANGULATION DISK, STAMPED DUGGINS 2 1959
 DK1795'PROJECTING 12 INCHES.
 DK1795'
 DK1795'REFERENCE MARK NO. 3 IS 82.32 FEET EAST OF THE STATION.
 DK1795'IT IS 56 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 10
 DK1795'FEET SOUTH OF THE CENTER OF ANOTHER TRACK ROAD, 5 FEET WEST
 DK1795'OF AN 8 INCH OAK, 36 FEET SOUTH OF THE CENTER OF AN OLD
 DK1795'ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS
 DK1795'A STANDARD DISK, STAMPED DUGGINS 2 NO. 3 1959 PROJECTING
 DK1795'6 INCHES.
 DK1795'
 DK1795'REFERENCE MARK NO. 4 IS 64.04 FEET SOUTHWEST OF THE STATION.
 DK1795'IT IS 78 FEET NORTH NORTHWEST OF THE CENTER OF A TRACK ROAD,
 DK1795'7 FEET EAST OF A 10 INCH OAK, AND 1 FOOT NORTH OF A METAL
 DK1795'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 DK1795'DUGGINS 2 NO 4 1959 PROJECTING 4 INCHES.
 DK1795'
 DK1795'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 123.40
 DK1795'FEET.
 DK1795'
 DK1795'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT
 DK1795'IS 85 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, 17 FEET
 DK1795'EAST OF THE CENTER OF A GAP, 15.5 FEET NORTHWEST OF A 16
 DK1795'INCH OAK, 27 FEET EAST SOUTHEAST OF A 14 INCH OAK, 2.5 FEET
 DK1795'NORTHEAST OF A FENCE AND 1.5 FEET SOUTHEAST OF A METAL WITNESS
 DK1795'POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE AZIMUTH.
 DK1795'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED DUGGINS 2 1959
 DK1795'PROJECTING 4 INCHES.
 DK1795'
 DK1795'TO REACH THE STATION FROM THE ENGINEERING OFFICE OF THE
 DK1795'MISSISSIPPI STATE HIGHWAY DEAPRTMENT AT THE SOUTHEAST EDGE
 DK1795'OF GREENWOOD GO EAST ON U.S. HIGHWAY 82 FOR 4.8 MILES TO
 DK1795'A SIDE ROAD RIGHT LEADING TO THE AIRPORT.  TURN RIGHT (SOUTHWEST)
 DK1795'AND CONTINUE ON A BLACKTOP ROAD FOR 0.55 MILE TO A WOODEN
 DK1795'BRIDGE WITH STEEL RAILINGS.  CONTINUE SOUTHWEST ON A BLACKTOP
 DK1795'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT (SOUTH)
 DK1795'AND CONTINUE ON AN ALL WEATHER ROAD FOR 2.6 MILES TO A THREE
 DK1795'WAY ROAD FORKS.  TAKE THE EXTREME RIGHT FORK AND CONTINUE
 DK1795'WEST ON A NARROW ALL WEATHER ROAD FOR 0.2 MILE TO A LOCKED
 DK1795'GATE AND A TRAILER HOUSE ON THE RIGHT.  (NOTE) THE KEY TO
 DK1795'THE LOCKED GATE CAN BE OBTAINED AT THE TRAILER HOUSE.)
 DK1795'CONTINUE WEST ON A NARROW ALL WEATHER ROAD FOR 0.2 MILE TO AN
 DK1795'ABANDONED HOUSE ON THE LEFT.  CONTINUE SOUTHWEST ON A TRACK
 DK1795'ROAD FOR 0.2 MILE TO A ROAD FORKS.  TAKE THE LEFT FORK
 DK1795'AND CONTINUE SOUTHWEST ON A TRACK ROAD FOR 0.2 MILE TO
 DK1795'THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 DK1795'AZIMUTH CONTINUE SOUTHWEST ON A TRACK ROAD FOR 0.15 MILE TO THE
 DK1795'MARK ON THE RIGHT AS DESCRIBED.
 DK1795'
 DK1795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.2 MILES
 DK1795'SOUTHEAST OF GREENWOOD
 DK1795
 DK1795                          STATION RECOVERY (1969)
 DK1795
 DK1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 DK1795'THE STATION, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 DK1795'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DK1795
 DK1795                          STATION RECOVERY (2008)
 DK1795
 DK1795'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (TLH)
 DK1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0396 ***********************************************************************
 BH0396  DESIGNATION -  DUKATE
 BH0396  PID         -  BH0396
 BH0396  STATE/COUNTY-  MS/HARRISON
 BH0396  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0396
 BH0396                         *CURRENT SURVEY CONTROL
 BH0396  ___________________________________________________________________
 BH0396* NAD 83(1986)-  30 23 45.     (N)    088 52 26.     (W)     SCALED    
 BH0396* NAVD 88     -         3.681  (meters)      12.08   (feet)  ADJUSTED  
 BH0396  ___________________________________________________________________
 BH0396  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH0396  DYNAMIC HT  -           3.676 (meters)      12.06  (feet)  COMP
 BH0396  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 BH0396
 BH0396  VERT ORDER  -  FIRST     CLASS I
 BH0396
 BH0396.The horizontal coordinates were scaled from a topographic map and have
 BH0396.an estimated accuracy of +/- 6 seconds.
 BH0396
 BH0396.The orthometric height was determined by differential leveling
 BH0396.and adjusted in June 1991.
 BH0396
 BH0396.The geoid height was determined by GEOID03.
 BH0396
 BH0396.The dynamic height is computed by dividing the NAVD 88
 BH0396.geopotential number by the normal gravity value computed on the
 BH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0396.degrees latitude (g = 980.6199 gals.).
 BH0396
 BH0396.The modeled gravity was interpolated from observed gravity values.
 BH0396
 BH0396;                    North         East    Units  Estimated Accuracy
 BH0396;SPC MS E     -    99,300.      296,100.      MT  (+/- 180 meters Scaled)
 BH0396
 BH0396                          SUPERSEDED SURVEY CONTROL
 BH0396
 BH0396  NGVD 29 (??/??/??)    3.642  (m)           11.95   (f) ADJUSTED    1 1
 BH0396
 BH0396.Superseded values are not recommended for survey control.
 BH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0396.See file dsdata.txt to determine how the superseded data were derived.
 BH0396
 BH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU199641(NAD 83)
 BH0396_MARKER: DB = BENCH MARK DISK
 BH0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0396_SP_SET: SIDEWALK
 BH0396_STAMPING: DUKATE 1938
 BH0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0396+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BH0396
 BH0396  HISTORY     - Date     Condition        Report By
 BH0396  HISTORY     - 1938     MONUMENTED       CGS
 BH0396  HISTORY     - 1968     GOOD             CGS
 BH0396  HISTORY     - 1976     GOOD             NGS
 BH0396  HISTORY     - 20050720 GOOD             NGS
 BH0396
 BH0396                          STATION DESCRIPTION
 BH0396
 BH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0396'IN BILOXI.
 BH0396'AT BILOXI, ABOUT 0.85 MILE EAST ALONG HOWARD AVENUE FROM THE PEOPLES
 BH0396'BANK BUILDING AT BILOXI, AT THE JUNCTION OF HOWARD AVENUE AND
 BH0396'CLAIRBORNE STREET, 135 FEET NORTH OF BENCH MARK V 189 DESCRIBED, 20
 BH0396'FEET WEST OF THE EXTENDED CENTER LINE OF THE STREET, 4.3 FEET
 BH0396'SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, 28 FEET NORTHWEST OF
 BH0396'THE CENTER OF THE SIDEWALK LEADING TO THE SCHOOL BUILDING, 0.6 FOOT
 BH0396'NORTHEAST OF THE CONCRETE CURB BETWEEN THE SIDEWALK AND THE
 BH0396'SCHOOLYARD, SET ON THE TOP OF THE CONCRETE SIDEWALK.  SEC 33, T 7 S, R
 BH0396'9 W.
 BH0396
 BH0396                          STATION RECOVERY (1976)
 BH0396
 BH0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0396'RECOVERED IN GOOD CONDITION.
 BH0396
 BH0396                          STATION RECOVERY (2005)
 BH0396
 BH0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1776 ***********************************************************************
 EG1776  DESIGNATION -  DUKE
 EG1776  PID         -  EG1776
 EG1776  STATE/COUNTY-  MS/LAFAYETTE
 EG1776  USGS QUAD   -  WATER VALLEY EAST (1983)
 EG1776
 EG1776                         *CURRENT SURVEY CONTROL
 EG1776  ___________________________________________________________________
 EG1776* NAD 83(1993)-  34 12 53.07041(N)    089 31 56.94438(W)     ADJUSTED  
 EG1776* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 EG1776  ___________________________________________________________________
 EG1776  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EG1776  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EG1776  HORZ ORDER  -  FIRST
 EG1776
 EG1776.The horizontal coordinates were established by classical geodetic methods
 EG1776.and adjusted by the National Geodetic Survey in May 1994.
 EG1776
 EG1776.The orthometric height was scaled from a topographic map.
 EG1776
 EG1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1776
 EG1776.The geoid height was determined by GEOID03.
 EG1776
 EG1776;                    North         East     Units Scale Factor Converg.
 EG1776;SPC MS E     -   522,987.145   235,574.682   MT  1.00000114   -0 23 35.3
 EG1776;SPC MS E     - 1,715,833.66    772,881.27   sFT  1.00000114   -0 23 35.3
 EG1776;SPC MS W     -   523,056.127   773,796.748   MT  1.00001711   +0 27 01.2
 EG1776;SPC MS W     - 1,716,059.98  2,538,698.16   sFT  1.00001711   +0 27 01.2
 EG1776;UTM  16      - 3,788,866.931   266,692.534   MT  1.00027102   -1 25 28.7
 EG1776
 EG1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1776!SPC MS E     -   0.99997687  x   1.00000114  =   0.99997801
 EG1776!SPC MS W     -   0.99997687  x   1.00001711  =   0.99999398
 EG1776!UTM  16      -   0.99997687  x   1.00027102  =   1.00024788
 EG1776
 EG1776:                Primary Azimuth Mark                     Grid Az
 EG1776:SPC MS E     -  OXFORD ST PETERS EPISCOPAL CHURCH SPIRE  003 52 43.0
 EG1776:SPC MS W     -  OXFORD ST PETERS EPISCOPAL CHURCH SPIRE  003 02 06.5
 EG1776:UTM  16      -  OXFORD ST PETERS EPISCOPAL CHURCH SPIRE  004 54 36.4
 EG1776
 EG1776|---------------------------------------------------------------------|
 EG1776| PID    Reference Object                     Distance      Geod. Az  |
 EG1776|                                                           dddmmss.s |
 EG1776| EG1762 OXFORD ST PETERS EPISCOPAL CHURCH S APPROX.16.9 KM 0032907.7 |
 EG1776| EG1761 OXFORD MUNICIPAL TANK               APPROX.16.8 KM 0044028.6 |
 EG1776| CG3958 DUKE RM 1                            18.746 METERS 01200     |
 EG1776| EG1738 BANNER GULF INTERST GAS MAST        APPROX.16.1 KM 1502139.2 |
 EG1776| CG3957 DUKE AZ MK                                         1631401.4 |
 EG1776| EG1740 BRUCE                               APPROX.11.7 KM 1632830.3 |
 EG1776| EG1780 RIDER LOOKOUT TOWER                 APPROX.18.6 KM 2361838.5 |
 EG1776| CG3959 DUKE RM 2                            24.053 METERS 28255     |
 EG1776| EG1765 OXFORD UNIV OF MISS WATER TANK      APPROX.16.6 KM 3583219.0 |
 EG1776| EG1766 OXFORD UNIV OF MISS PLANT CHIM      APPROX.16.6 KM 3594411.7 |
 EG1776|---------------------------------------------------------------------|
 EG1776
 EG1776                          SUPERSEDED SURVEY CONTROL
 EG1776
 EG1776  NAD 83(1986)-  34 12 53.08170(N)    089 31 56.94199(W) AD(       ) 1
 EG1776  NAD 27      -  34 12 52.68900(N)    089 31 56.64600(W) AD(       ) 1
 EG1776
 EG1776.Superseded values are not recommended for survey control.
 EG1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1776.See file dsdata.txt to determine how the superseded data were derived.
 EG1776
 EG1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC6669388867(NAD 83)
 EG1776_MARKER: DS = TRIANGULATION STATION DISK
 EG1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1776
 EG1776  HISTORY     - Date     Condition        Report By
 EG1776  HISTORY     - 1934     MONUMENTED       CGS
 EG1776  HISTORY     - 1956     GOOD             CGS
 EG1776  HISTORY     - 1977     GOOD             MSHD
 EG1776
 EG1776                          STATION DESCRIPTION
 EG1776
 EG1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1776'TEN AND FIVETENTHS MILES A LITTLE WEST OF SOUTH OF OXFORD, 8.5 MILES
 EG1776'EAST OF WATER
 EG1776'VALLEY, IN THE NORTHEAST QUARTER OF SEC 17, T 10 S, R 3
 EG1776'W, ON THE PROPERTY OF MRS DUKE,
 EG1776'ON THE TOP OF A HIGH HILL KNOWN
 EG1776'LOCALLY AS DUKE MOUNTAIN, ON THE SOUTH SIDE OF THE
 EG1776'ROAD, 26.2 FEET
 EG1776'SOUTH OF THE CENTER THEREOF, 21.7 FEET SOUTH OF A 10-INCH BLACK OAK
 EG1776'WITH A TRIANGULAR
 EG1776'BLAZE, AND 19.1 FEET NORTH OF ANOTHER 10-INCH BLACK
 EG1776'OAK WITH A TRIANGULAR BLAZE.
 EG1776'
 EG1776'TO REACH FROM THE RAILROAD STATION IN WATER VALLEY, GO NORTH ON STATE
 EG1776'HIGHWAY 7 FOR 8.95
 EG1776'MILES TO A DIRT CROSSROADS (3.35 MILES SOUTH OF
 EG1776'THE BRIDGE OVER THE YOCONA RIVER),
 EG1776'TURN RIGHT HERE AND GO EAST FOR
 EG1776'0.6 MILE TO A T-INTERSECTION, TURN RIGHT AND GO 0.65
 EG1776'MILE TO A
 EG1776'CROSSROADS, KEEP STRAIGHT AHEAD AND GO 1.7 MILES TO ROAD FORKS AND
 EG1776'TAKE LEFT FORK FOR
 EG1776'0.3 MILE TO A WOODS ROAD LEFT AT TOP OF THE GRADE,
 EG1776'TURN LEFT AND GO 0.1 MILE TO THE
 EG1776'STATION.
 EG1776'
 EG1776'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1776'DISKS SET IN CONCRETE.
 EG1776'
 EG1776'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 20 FEET NORTH
 EG1776'OF THE CENTER OF
 EG1776'THE ROAD, AND 12 FEET NORTH OF A 10-INCH OAK.
 EG1776'
 EG1776'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 10 FEET N FROM THE
 EG1776'CENTER OF THE
 EG1776'ROAD.
 EG1776'
 EG1776'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION ON THE EDGE OF A
 EG1776'CLEARED FIELD, THE
 EG1776'PROPERTY OF L HENSLEY, 18 FEET SOUTHWEST OF THE
 EG1776'CENTER LINE OF THE DIRT ROAD.
 EG1776'
 EG1776'A 64-FOOT TOWER IS REQUIRED.
 EG1776'
 EG1776'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS
 EG1776
 EG1776                          STATION RECOVERY (1956)
 EG1776
 EG1776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1776'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 EG1776'AND FOUND TO BE IN
 EG1776'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 EG1776'FOR RECOVERY.  FOLLOWING ARE
 EG1776'ADDITIONAL NOTES- STANDARD WITNESS POSTS
 EG1776'WERE SET AT THE STATION AND AZIMUTH MARK.
 EG1776'
 EG1776'AN ALTERNATE ROUTE TO REACH THE STATION IS AS FOLLOWS- TO REACH FROM
 EG1776'THE JUNCTION OF STATE
 EG1776'ROUTES 6 AND 7 IN OXFORD, GO SOUTH ON STATE ROUTE
 EG1776'7, PAVED ROAD, FOR 6.6 MILES TO
 EG1776'STEEL BRIDGE OVER YOCONA RIVER,
 EG1776'CONTINUE ON HIGHWAY FOR 3.3 MILES TO CROSSROADS AT
 EG1776'THE BROWN GROCERY
 EG1776'STORE, TURN LEFT, GO SOUTH AND EAST ON PARTLY GRAVELED ROAD FOR 0.65
 EG1776'MILE TO A
 EG1776'T-INTERSECTION, TURN RIGHT, GO 0.55 MILE TO CROSSROADS,
 EG1776'KEEP STRAIGHT AHEAD,
 EG1776'SOUTHERLY, ON DIRT ROAD FOR 0.6 MILE TO A FORK,
 EG1776'TAKE LEFT FORK, GO 1.1 MILES TO A SIDE
 EG1776'ROAD LEFT, TURN LEFT, GO EAST
 EG1776'AND SOUTHEAST, DIRT ROAD, FOR 0.3 MILE TO A DIM ROAD ON
 EG1776'THE LEFT AT TOP
 EG1776'OF RIDGE, TURN LEFT, AND FOLLOW DIM TRAIL ROAD FOR 0.1 MILE TO
 EG1776'TOP OF HILL AND THE
 EG1776'STATION.  TO REACH THE AZIMUTH MARK FROM THE DIM
 EG1776'SIDE ROAD GO SOUTHEAST, DIRT ROAD, FOR
 EG1776'0.35 MILE TO AZIMUTH MARK ON
 EG1776'THE RIGHT.
 EG1776
 EG1776                          STATION RECOVERY (1977)
 EG1776
 EG1776'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1776'THE STATION WAS VISITED 1-12-77 AND THE STATION MARK, RM NO 1, RM
 EG1776'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 EG1776'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 EG1776'
 EG1776'THE STATION IS LOCATED 8.5 MILES NORTH-NORTHEAST OF WATER VALLEY ON A
 EG1776'TREE COVERED RIDGE ABOUT 150 YARDS NORTHEAST OF A BLACK TOP ROAD,
 EG1776'10.4 MILES SOUTH OF OXFORD ABOUT 1.5 MILES NORTH OF THE
 EG1776'YALOBUSHA-LAFAYETT COUNTY LINE NEAR THE CENTER OF SECTION 17, T
 EG1776'10S, R 3W.  IT IS 26 FEET SOUTH OF THE CENTER OF AN ABANDONED WOODS
 EG1776'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND PROJECTS 4 INCHES.
 EG1776'
 EG1776'IT IS A TRIANGULATION DISK, STAMPED DUKE 1934.
 EG1776'
 EG1776'REFERENCE MARK NO 1 IS 61.50 FEET NORTH-NORTHEAST OF THE STATION.  IT
 EG1776'IS 24 FEET NORTH OF THE CENTER OF THE WOODS ROAD, 1 FOOT EAST OF A
 EG1776'METAL WITNESS POST AND PROJECTS 8 INCHES.  IT IS A REFERENCE MARK
 EG1776'DISK, STAMPED UDKE NO 1 1934.
 EG1776'
 EG1776'REFERENCE MARK NO 2 IS 78.91 FEET WEST-NORTHWEST OF THE STATION.
 EG1776'IT IS 14 FEET NORTH OF THE CENTER OF THE WOODS ROAD, 1 FOOT SOUTH
 EG1776'OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS A REFERENCE
 EG1776'MARK DISK, STAMPED DUKE NO 2 1934.
 EG1776'
 EG1776'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION.  IT IS
 EG1776'71 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 52 FEET
 EG1776'SOUTHEAST OF A TWIN OAK, 51 FEET NORTHWEST OF THE SOUTHWEST ONE OF
 EG1776'TWO 16 INCH OAKS, 36 FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTHWEST
 EG1776'OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS A REFERENCE
 EG1776'MARK DISK, STAMPED DUKE AZI 1934.
 EG1776'
 EG1776'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WATER VALLEY GO
 EG1776'NORTH ON STATE HIGHWAY 7 FOR 7.5 MILES TO A CROSSROAD WITH A STORE
 EG1776'IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO SOUTHEAST ON A BLACK TOP
 EG1776'ROAD FOR 1 MILE TO A CROSSROAD.  CONTINUE SOUTHEAST ON A BLACK TOP
 EG1776'ROAD FOR 1.55 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 EG1776'SOUTHEAST ON A BLACK TOP ROAD FOR 0.4 MILE TO THE TOP OF A HILL AND
 EG1776'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE SOUTHEAST ON
 EG1776'A BLACK TOP ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EG1776'
 EG1776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 EG1776'NORTH-NORTHEAST OF WATER VALLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1630 ***********************************************************************
 EG1630  DESIGNATION -  DUMAS
 EG1630  PID         -  EG1630
 EG1630  STATE/COUNTY-  MS/TIPPAH
 EG1630  USGS QUAD   -  DUMAS (1982)
 EG1630
 EG1630                         *CURRENT SURVEY CONTROL
 EG1630  ___________________________________________________________________
 EG1630* NAD 83(1993)-  34 40 01.98833(N)    088 51 31.20164(W)     ADJUSTED  
 EG1630* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 EG1630  ___________________________________________________________________
 EG1630  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EG1630  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EG1630  HORZ ORDER  -  SECOND
 EG1630
 EG1630.The horizontal coordinates were established by classical geodetic methods
 EG1630.and adjusted by the National Geodetic Survey in May 1994.
 EG1630
 EG1630.The orthometric height was scaled from a topographic map.
 EG1630
 EG1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1630
 EG1630.The geoid height was determined by GEOID03.
 EG1630
 EG1630;                    North         East     Units Scale Factor Converg.
 EG1630;SPC MS E     -   572,957.363   297,678.117   MT  0.99995007   -0 00 51.9
 EG1630;SPC MS E     - 1,879,777.62    976,632.29   sFT  0.99995007   -0 00 51.9
 EG1630;UTM  16      - 3,837,711.457   329,699.125   MT  0.99995748   -1 03 26.9
 EG1630
 EG1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1630!SPC MS E     -   0.99997132  x   0.99995007  =   0.99992139
 EG1630!UTM  16      -   0.99997132  x   0.99995748  =   0.99992880
 EG1630
 EG1630:                Primary Azimuth Mark                     Grid Az
 EG1630:SPC MS E     -  RHP 4                                    116 04 52.4
 EG1630:UTM  16      -  RHP 4                                    117 07 27.4
 EG1630
 EG1630|---------------------------------------------------------------------|
 EG1630| PID    Reference Object                     Distance      Geod. Az  |
 EG1630|                                                           dddmmss.s |
 EG1630| CG4123 RHP 4                                              1160400.5 |
 EG1630| CG3960 DUMAS RM 1                           25.944 METERS 16838     |
 EG1630| EG1629 DUMAS 1967 RM 2                      31.829 METERS 25230     |
 EG1630| EG1666 BLUE                                APPROX.13.4 KM 2691614.3 |
 EG1630| EG1634 RIPLEY FEDERAL COMPRESS TANK        APPROX.10.5 KM 3041754.7 |
 EG1630| EG1640 RIPLEY CARESS SHOE CO TANK          APPROX.12.3 KM 3223840.9 |
 EG1630|---------------------------------------------------------------------|
 EG1630
 EG1630                          SUPERSEDED SURVEY CONTROL
 EG1630
 EG1630  NAD 83(1993)-  34 40 01.99775(N)    088 51 31.19959(W) AD(       ) 2
 EG1630  NAD 83(1986)-  34 40 01.99925(N)    088 51 31.19999(W) AD(       ) 2
 EG1630  NAD 27      -  34 40 01.65202(N)    088 51 30.98355(W) AD(       ) 2
 EG1630
 EG1630.Superseded values are not recommended for survey control.
 EG1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1630.See file dsdata.txt to determine how the superseded data were derived.
 EG1630
 EG1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2969937711(NAD 83)
 EG1630_MARKER: DS = TRIANGULATION STATION DISK
 EG1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1630
 EG1630  HISTORY     - Date     Condition        Report By
 EG1630  HISTORY     - 1967     MONUMENTED       CGS
 EG1630  HISTORY     - 1979     GOOD             MSHD
 EG1630  HISTORY     - 1980     GOOD             MSSU
 EG1630
 EG1630                          STATION DESCRIPTION
 EG1630
 EG1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1630'STATION IS ABOUT 14.5 MILES NORTHEAST OF NEW ALBANY, 7 MILES
 EG1630'SOUTHEAST OF
 EG1630'RIPLEY, 2 MILES NORTH-NORTHWEST OF DUMAS, NEAR THE
 EG1630'TIPPAH FIRE TOWER WHICH WAS
 EG1630'ORIGINALLY THE DUMAS FIRE TOWER AND ON
 EG1630'STATE LAND.
 EG1630'
 EG1630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN
 EG1630'RIPLEY, GO EAST ON
 EG1630'STATE HIGHWAY 4 FOR 1.25 MILES TO THE JUNCTION
 EG1630'WITH STATE HIGHWAY 370.  TURN RIGHT
 EG1630'AND GO SOUTHEAST ON HIGHWAY 370
 EG1630'FOR 6.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 EG1630'NORTH FOR ABOUT
 EG1630'150 FEET TO THE STATION ON THE RIGHT AND THE TIPPAH FIRE TOWER ON THE
 EG1630'LEFT.
 EG1630'
 EG1630'STATION MARKS ARE STANDARD DISKS STAMPED DUMAS 1967.  THE SURFACE
 EG1630'DISK IS SET IN A
 EG1630'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EG1630'SURFACE OF THE GROUND.  IT IS 18
 EG1630'FEET NORTH OF AN 8 INCH PINE TREE,
 EG1630'43 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 EG1630'ROAD AND 92 FEET EAST
 EG1630'OF THE NORTHEAST LEG OF THE FIRE TOWER.  THE UNDERGROUND DISK IS
 EG1630'SET IN AN
 EG1630'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 EG1630'GROUND.
 EG1630'
 EG1630'REFERENCE MARK NO 1, A STANDARD DISK STAMPED DUMAS NO 1 1967, IS SET
 EG1630'IN A ROUND
 EG1630'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 19 FEET
 EG1630'EAST OF THE CENTER OF THE
 EG1630'GRAVELED ROAD AND 89 FEET NORTH OF THE
 EG1630'CENTER OF STATE HIGHWAY 370.
 EG1630'
 EG1630'REFERENCE MARK NO 2, A STANDARD DISK STAMPED DUMAS NO 2 1967, IS SET
 EG1630'IN A ROUND
 EG1630'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 EG1630'GROUND.  IT IS SET IN THE
 EG1630'CENTER OF THE BASE OF THE TIPPAH FIRE TOWER
 EG1630'AND IS 24 FEET SOUTH OF THE CENTER OF THE
 EG1630'GRAVELED ROAD.
 EG1630'
 EG1630'RHP 4 (USGS) (AZIMUTH MARK), IS A U S G S BENCH MARK DISK SET IN A 7
 EG1630'INCH SQUARE
 EG1630'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND THE DISK IS
 EG1630'STAMPED RHP 4 1951 658.  IT IS
 EG1630'1.4 FEET SOUTHWEST OF A METAL WITNESS
 EG1630'POST, 3.5 FEET EAST OF A FENCE CORNER, 36 FEET
 EG1630'SOUTH OF THE CENTER OF
 EG1630'THE GRAVELED ROAD AND 43 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 EG1630'370.
 EG1630'
 EG1630'TO REACH RHP 4 (USGS) (AZIMUTH MARK) FROM THE STATION, GO EAST ON
 EG1630'STATE HIGHWAY 370
 EG1630'FOR 0.25 MILE TO A Y-FORK AND THE MARK IN THE ANGLE
 EG1630'FORMED BY THE INTERSECTION.
 EG1630'
 EG1630'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1630
 EG1630                          STATION RECOVERY (1979)
 EG1630
 EG1630'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1630'THE STATION WAS VISITED 6-8-79 AND THE STATION MARK, RM NO 1 AND
 EG1630'RM NO 2 WERE FOUND IN GOOD CONDITION.  RPH 4 (USGS) (AZIMUTH MARK)
 EG1630'WAS NOT FOUND BUT WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED.
 EG1630'
 EG1630'THE STATION IS LOCATED 2 MILES NORTH-NORTHWEST OF DUMAS ON THE
 EG1630'GROUNDS OF THE TIPPAH FIRE TOWER, 6.7 MILES SOUTHEAST OF RIPLEY IN
 EG1630'THE NORTHWEST 1/4 OF SECTION 11, T 5S, R 4E.  IT IS 164 FEET
 EG1630'NORTH OF THE CENTER OF HIGHWAY 370, 92 FEET EAST OF THE
 EG1630'NORTHEAST LEG OF THE TOWER, 91.5 FEET SOUTHWEST OF THE
 EG1630'NORTHEAST CORNER OF THE FENCE AROUND THE TOWER SITE, 82 FEET
 EG1630'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BROWN BUILDING, 42
 EG1630'FEET NORTHEAST OF THE DRIVEWAY TO THE TOWER, 28 FEET WEST OF A
 EG1630'FENCE, 17.5 FEET NORTH OF A 12 INCH PINE AND IS FLUSH WITH THE
 EG1630'GROUND.  IT IS A TRIANGULATION DISK, STAMPED DUMAS 1967.
 EG1630'
 EG1630'REFERENCE MARK NO 1 IS 85.12 FEET SOUTH OF THE STATION.  IT IS 113
 EG1630'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER, 89 FEET NORTH OF
 EG1630'THE CENTER OF HIGHWAY 370, 18 FEET EAST OF THE CENTER OF THE DRIVEWAY
 EG1630'TO THE TOWER, 11.5 FEET WEST OF A FENCE, 3.5 FEET WEST OF A 10 INCH
 EG1630'PINE, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.  IT
 EG1630'IS A REFERENCE MARK DISK, STAMPED DUMAS NO 1 1967.
 EG1630'
 EG1630'REFERENCE MARK NO 2 IS 104.43 FEET WEST OF THE STATION IN THE CENTER
 EG1630'OF THE BASE OF THE TIPPAH FIRE TOWER.  IT IS 104 FEET NORTH OF THE
 EG1630'CENTER OF HIGHWAY 370, 52 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 EG1630'CORNER OF A QUONSET BUILDING, 55 FEET SOUTH-SOUTHWEST OF THE
 EG1630'SOUTHWEST CORNER OF A SMALL BROWN BUILDING, 15 FEET NORTHWEST
 EG1630'OF THE SOUTHEAST LEG OF THE TOWER AND IS FLUSH WITH THE GROUND.  IT
 EG1630'IS A REFERENCE MARK DISK, STAMPED DUMAS NO 2 1967.
 EG1630'
 EG1630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND STATE
 EG1630'HIGHWAY 15 JUST NORTH OF THE FIRE HOUSE IN RIPLEY GO EAST ON STATE
 EG1630'HIGHWAY 4 FOR 1.25 MILES TO THE JUNCTION OF STATE HIGHWAY 370.
 EG1630'TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 370 FOR 6.5 MILES TO
 EG1630'THE DRIVEWAY LEADING TO THE FIRE TOWER AND THE STATION ON THE
 EG1630'LEFT JUST BEYOND A SIDE ROAD RIGHT.
 EG1630'
 EG1630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 EG1630'NORTH-NORTHWEST OF DUMAS.
 EG1630
 EG1630                          STATION RECOVERY (1980)
 EG1630
 EG1630'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 EG1630'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1629 ***********************************************************************
 EG1629  DESIGNATION -  DUMAS 1967 RM 2
 EG1629  PID         -  EG1629
 EG1629  STATE/COUNTY-  MS/TIPPAH
 EG1629  USGS QUAD   -  DUMAS (1982)
 EG1629
 EG1629                         *CURRENT SURVEY CONTROL
 EG1629  ___________________________________________________________________
 EG1629* NAD 83(1993)-  34 40 01.67773(N)    088 51 32.39393(W)     ADJUSTED  
 EG1629* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 EG1629  ___________________________________________________________________
 EG1629  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EG1629  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EG1629  HORZ ORDER  -  SECOND
 EG1629
 EG1629.The horizontal coordinates were established by classical geodetic methods
 EG1629.and adjusted by the National Geodetic Survey in May 1994.
 EG1629
 EG1629.The orthometric height was scaled from a topographic map.
 EG1629
 EG1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1629
 EG1629.The geoid height was determined by GEOID03.
 EG1629
 EG1629;                    North         East     Units Scale Factor Converg.
 EG1629;SPC MS E     -   572,947.800   297,647.760   MT  0.99995007   -0 00 52.6
 EG1629;SPC MS E     - 1,879,746.24    976,532.69   sFT  0.99995007   -0 00 52.6
 EG1629;UTM  16      - 3,837,702.448   329,668.599   MT  0.99995761   -1 03 27.6
 EG1629
 EG1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1629!SPC MS E     -   0.99997132  x   0.99995007  =   0.99992139
 EG1629!UTM  16      -   0.99997132  x   0.99995761  =   0.99992893
 EG1629
 EG1629                          SUPERSEDED SURVEY CONTROL
 EG1629
 EG1629  NAD 83(1993)-  34 40 01.68715(N)    088 51 32.39189(W) AD(       ) 2
 EG1629  NAD 83(1986)-  34 40 01.68864(N)    088 51 32.39228(W) AD(       ) 2
 EG1629  NAD 27      -  34 40 01.34138(N)    088 51 32.17584(W) AD(       ) 2
 EG1629
 EG1629.Superseded values are not recommended for survey control.
 EG1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1629.See file dsdata.txt to determine how the superseded data were derived.
 EG1629
 EG1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2966937702(NAD 83)
 EG1629_MARKER: DR = REFERENCE MARK DISK
 EG1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1629+STABILITY: SURFACE MOTION
 EG1629
 EG1629  HISTORY     - Date     Condition        Report By
 EG1629  HISTORY     - 1967     MONUMENTED       CGS
 EG1629  HISTORY     - 1979     GOOD             MSHD
 EG1629
 EG1629                          STATION DESCRIPTION
 EG1629
 EG1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1629'THE STATION IS THE CENTER OF THE BASE OF THE FIRE TOWER.  IT IS A
 EG1629'COAST AND GEODETIC
 EG1629'SURVEY REFERENCE MARK DISK SET IN A ROUND CONCRETE
 EG1629'MONUMENT WHICH IS FLUSH WITH THE
 EG1629'SURFACE OF THE GROUND AND IS STAMPED
 EG1629'DUMAS NO 2 1967.
 EG1629'
 EG1629'THE FIRE TOWER IS A STANDARD 4 LEGGED STEEL TOWER WITH AN OBSERVATION
 EG1629'CABIN AT THE TOP
 EG1629'AND ITS OVERALL HEIGHT IS 110 FEET.  IT IS LOCATED
 EG1629'ABOUT 14.5 MILES NORTHEAST OF NEW
 EG1629'ALBANY, 7 MILES SOUTHEAST OF
 EG1629'RIPLEY, 2 MILES NORTH-NORTHWEST OF DUMAS, ON STATE
 EG1629'LAND AND WAS
 EG1629'ORIGINALLY THE DUMAS FIRE TOWER.
 EG1629'
 EG1629'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 15 IN RIPLEY, GO
 EG1629'EAST ON STATE
 EG1629'HIGHWAY 4 FOR 1.25 MILES TO THE JUNCTION WITH STATE
 EG1629'HIGHWAY 370.  TURN RIGHT AND GO
 EG1629'SOUTHEAST ON HIGHWAY 370 FOR 6.45
 EG1629'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 EG1629'ABOUT 200 FEET TO
 EG1629'THE TOWER.
 EG1629'
 EG1629'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DUMAS THE
 EG1629'DISTANCE BEING
 EG1629'104.43 FEET OR 31.830 METERS.
 EG1629
 EG1629                          STATION RECOVERY (1979)
 EG1629
 EG1629'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1629'THE STATION SITE WAS VISITED 6-8-79 AND THE TOWER AND RM 2 WERE
 EG1629'FOUND IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION WAS FOUND TO BE
 EG1629'CORRECT.  THE TO REACH CHECKED TOO.
 EG1629'
 EG1629'THE STATION IS LOCATED 2 MILES NORTH-NORTHWEST OF DUMAS, 6.7 MILES
 EG1629'SOUTHEAST OF RIPLEY, 14.5 MILES NORTHEAST OF NEW ALBANY IN THE
 EG1629'NORTHWEST 1/4 OF SECTION 11, T 5S, R 4E.
 EG1629'
 EG1629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 EG1629'NORTH-NORTHWEST OF DUMAS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1751 ***********************************************************************
 DK1751  DESIGNATION -  DUNCANS
 DK1751  PID         -  DK1751
 DK1751  STATE/COUNTY-  MS/GRENADA
 DK1751  USGS QUAD   -  AVALON (1982)
 DK1751
 DK1751                         *CURRENT SURVEY CONTROL
 DK1751  ___________________________________________________________________
 DK1751* NAD 83(1993)-  33 43 35.89131(N)    090 00 19.67011(W)     ADJUSTED  
 DK1751* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 DK1751  ___________________________________________________________________
 DK1751  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DK1751  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK1751  HORZ ORDER  -  SECOND
 DK1751
 DK1751.The horizontal coordinates were established by classical geodetic methods
 DK1751.and adjusted by the National Geodetic Survey in May 1994.
 DK1751
 DK1751.The orthometric height was scaled from a topographic map.
 DK1751
 DK1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1751
 DK1751.The geoid height was determined by GEOID03.
 DK1751
 DK1751;                    North         East     Units Scale Factor Converg.
 DK1751;SPC MS W     -   468,675.544   730,385.373   MT  0.99996138   +0 10 55.4
 DK1751;SPC MS W     - 1,537,646.35  2,396,272.68   sFT  0.99996138   +0 10 55.4
 DK1751;UTM  15      - 3,735,874.793   777,470.410   MT  1.00054925   +1 39 49.4
 DK1751;UTM  16      - 3,735,904.268   221,516.671   MT  1.00055619   -1 40 11.3
 DK1751
 DK1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1751!SPC MS W     -   0.99998703  x   0.99996138  =   0.99994841
 DK1751!UTM  15      -   0.99998703  x   1.00054925  =   1.00053628
 DK1751!UTM  16      -   0.99998703  x   1.00055619  =   1.00054322
 DK1751
 DK1751|---------------------------------------------------------------------|
 DK1751| PID    Reference Object                     Distance      Geod. Az  |
 DK1751|                                                           dddmmss.s |
 DK1751| CY5978 DUNCANS RM 1                         24.183 METERS 00554     |
 DK1751| DJ2044 NASON                               APPROX.13.1 KM 0863806.9 |
 DK1751| DJ2057 ELLIOTT LOOKOUT TOWER               APPROX. 6.6 KM 1330348.5 |
 DK1751| CY5977 DUNCANS AZ MK                                      1593714.9 |
 DK1751| CY5979 DUNCANS RM 2                         25.575 METERS 27113     |
 DK1751|---------------------------------------------------------------------|
 DK1751
 DK1751                          SUPERSEDED SURVEY CONTROL
 DK1751
 DK1751  NAD 83(1986)-  33 43 35.90243(N)    090 00 19.66715(W) AD(       ) 2
 DK1751  NAD 27      -  33 43 35.48430(N)    090 00 19.35570(W) AD(       ) 2
 DK1751
 DK1751.Superseded values are not recommended for survey control.
 DK1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1751.See file dsdata.txt to determine how the superseded data were derived.
 DK1751
 DK1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7747035875(NAD 83)
 DK1751_MARKER: DS = TRIANGULATION STATION DISK
 DK1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1751
 DK1751  HISTORY     - Date     Condition        Report By
 DK1751  HISTORY     - 1957     MONUMENTED       CGS
 DK1751  HISTORY     - 1973     GOOD             MSHD
 DK1751  HISTORY     - 19740501 GOOD             USGS
 DK1751
 DK1751                          STATION DESCRIPTION
 DK1751
 DK1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1751'STATION IS APPROXIMATELY 3.5 MILES NORTHEAST OF LEFLORE,
 DK1751'3.0 MILES SOUTHWEST OF HOLCOMB, 1.5 MILES EAST OF THE MISSISSIPPI
 DK1751'DELTA, 1.5 MILES SOUTH OF STATE HIGHWAY 7, IN SECTION 32, R.
 DK1751'3 E., T. 22 N., AND ON THE SUMMIT OF A BARE HILL OWNED BY
 DK1751'MR. J.S. BIDDY.
 DK1751'
 DK1751'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE HIGHWAY
 DK1751'35 IN HOLCOMB, GO SOUTH ON STATE HIGHWAY 35 FOR 0.2 MILE TO
 DK1751'THE MAIN STREET INTERSECTION, TURN RIGHT, WEST, AND CONTINUE
 DK1751'FOR 0.1 MILE TO A STREET INTERSECTION, TURN LEFT, SOUTH, AND
 DK1751'CONTINUE ON THE MAIN ROAD FOR 3.6 MILES TO A ROAD INTERSECTION,
 DK1751'TURN RIGHT AND CONTINUE NORTHWESTERLY ON THE MAIN ROAD FOR
 DK1751'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DK1751'NORTHWESTERLY ON THE MAIN ROAD FOR 0.15 MILE TO A SIDE ROAD ON
 DK1751'THE LEFT, TURN LEFT, WEST, AND CONTINUE FOR 0.1 MILE TO A
 DK1751'GATE ON THE RIGHT, PASS THROUGH GATE AND CONTINUE NORTHWEST
 DK1751'FOR 0.05 MILE TO A ABANDONED HOUSE AND THE STATION.
 DK1751'
 DK1751'STATION MARKS ARE STANDARD DISKS STAMPED DUNCANS 1957.  THE
 DK1751'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DK1751'PROJECTS 5 INCHES.  IT IS 122 FEET NORTH OF THE CENTER OF THE
 DK1751'GRAVEL ROAD, 73 FEET SOUTHWEST OF A 3-FOOT TREE WITH A TRIANGLE
 DK1751'BLAZE ON THE SOUTHWEST SIDE, AND 24 FEET SOUTHEAST OF THE
 DK1751'SOUTHEAST CORNER OF THE ABANDONED HOUSE.  A STANDARD WITNESS POST
 DK1751'WAS SET 2 FEET SOUTHEAST OF THE MARK.  THE UNDERGROUND DISK IS
 DK1751'SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 DK1751'SURFACE OF THE GROUND.
 DK1751'
 DK1751'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUNCANS NO 1 1957,
 DK1751'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 DK1751'INCHES.  IT IS 62 FEET WEST-NORTHWEST OF A 3-FOOT TREE WITH A
 DK1751'TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 49 FEET NORTH OF THE
 DK1751'NORTHEAST CORNER OF THE ABANDONED HOUSE.
 DK1751'
 DK1751'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUNCANS NO 2 1957,
 DK1751'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 DK1751'INCHES.  IT IS 89 FEET NORTH-NORTHWEST OF THE CENTER OF THE GRAVEL
 DK1751'ROAD, 46.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DK1751'ABANDONED HOUSE AND APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN
 DK1751'THE STATION.
 DK1751'
 DK1751'AZIMUTH MARK, A STANDARD DISK STAMPED DUNCANS 1957, IS SET IN THE
 DK1751'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT
 DK1751'IS 116 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND ON
 DK1751'THE SUMMIT OF A BARE HILL.  A STANDARD WITNESS POST WAS SET 1 FOOT
 DK1751'SOUTHEAST OF THE MARK.
 DK1751'
 DK1751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1751
 DK1751                          STATION RECOVERY (1973)
 DK1751
 DK1751'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DK1751'THE STATION WAS VISITED 5-30-73 AND ALL MARKS WERE FOUND IN GOOD
 DK1751'CONDITION.  BOTH THE STATION AND THE AZIMUTH MARK ARE SURROUNDED BY
 DK1751'YOUNG PINES OBSTRUCTING THE LINE BETWEEN THE MARKS.
 DK1751'
 DK1751'THE STATION IS LOCATED 3 MILES SSW OF HOLCOMB, 12 MILES SW OF
 DK1751'GRENADA, 1.5 MILES SOUTH OF DUNCANS CROSSING IN THE NW 1/4 OF THE
 DK1751'1/4 OF SECTION 32, T 22N, R 3E.  IT IS 122 FEET NORTH OF THE CENTER
 DK1751'OF A GRAVELED ROAD, 64 FEET NORTH OF A 20 INCH OAK, 73 FEET SW OF
 DK1751'A TRIANGULAR BLAZED 36 INCH LOCUST, 48 FEET SOUTH OF A 9 INCH
 DK1751'TRIPPLE LOCUST AND 1 FOOT EAST OF A METAL WITNESS POST.
 DK1751'
 DK1751'IT IS A TRIANGULATION DISK, STAMPED DUNCANS 1957 PROJECTING 5
 DK1751'INCHES.
 DK1751'
 DK1751'REFERENCE MARK NO 1 IS 79.34 FEET NORTH OF THE STATION.  IT IS 200
 DK1751'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 62 FEET NW OF A 36 INCH
 DK1751'TRAINGULAR BLAZED LOCUST, 18 FEET NE OF A 10 INCH LOCUST, 21.5 FEET
 DK1751'WSW OF A 9 INCH LOCUST AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DK1751'IT IS A REFERENCE MARK DISK, STAMPED DUNCANS NO 1 1957 PROJECTING 4
 DK1751'INCHES.
 DK1751'
 DK1751'REFERENCE MARK NO 2 IS 83.91 FEET WEST OF THE STATION.  IT IS 89 FEET
 DK1751'NNW OF THE CENTER OF A GRAVELED ROAD, 44 FEET NORTH OF A 20 INCH
 DK1751'OAK, 11 FEET ENE OF A 9 INCH LOCUST, 35 FEET WEST OF A 10 INCH TWIN
 DK1751'LOCUST AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 DK1751'MARK DISK, STAMPED DUNCANS NO 2 1957 PROJECTING 4 INCHES.
 DK1751'
 DK1751'THE AZIMUTH MARK IS 0.25 MILE SSW OF THE STATION.  IT IS 116 FEET
 DK1751'WEST OF THE CENTER OF A GRAVELED ROAD, 97 FEET WEST OF A 12 INCH OAK
 DK1751'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 DK1751'DISK, STAMPED DUNCANS 1957 PROJECTING 6 INCHES.
 DK1751'
 DK1751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7, 8, AND 35
 DK1751'IN HOLCOMB GO WEST ON STATE HIGHWAY 7 FOR 2.1 MILES TO A SIDE ROAD
 DK1751'LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.9 MILES TO A
 DK1751'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 DK1751'0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 DK1751'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE
 DK1751'RIGHT.
 DK1751'
 DK1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SSW OF HOLCOMB.
 DK1751
 DK1751                          STATION RECOVERY (1974)
 DK1751
 DK1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DK1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2006 ***********************************************************************
 DJ2006  DESIGNATION -  DURANT
 DJ2006  PID         -  DJ2006
 DJ2006  STATE/COUNTY-  MS/HOLMES
 DJ2006  USGS QUAD   -  DURANT (1982)
 DJ2006
 DJ2006                         *CURRENT SURVEY CONTROL
 DJ2006  ___________________________________________________________________
 DJ2006* NAD 83(1993)-  33 04 44.94467(N)    089 51 52.28709(W)     ADJUSTED  
 DJ2006* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DJ2006  ___________________________________________________________________
 DJ2006  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DJ2006  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DJ2006  HORZ ORDER  -  SECOND
 DJ2006
 DJ2006.The horizontal coordinates were established by classical geodetic methods
 DJ2006.and adjusted by the National Geodetic Survey in May 1994.
 DJ2006
 DJ2006.The orthometric height was scaled from a topographic map.
 DJ2006
 DJ2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2006
 DJ2006.The geoid height was determined by GEOID03.
 DJ2006
 DJ2006;                    North         East     Units Scale Factor Converg.
 DJ2006;SPC MS W     -   396,914.950   743,770.571   MT  0.99997361   +0 15 21.2
 DJ2006;SPC MS W     - 1,302,211.80  2,440,187.28   sFT  0.99997361   +0 15 21.2
 DJ2006;SPC MS E     -   397,290.123   203,720.734   MT  1.00006425   -0 33 46.3
 DJ2006;SPC MS E     - 1,303,442.68    668,373.77   sFT  1.00006425   -0 33 46.3
 DJ2006;UTM  16      - 3,663,711.856   232,601.899   MT  1.00048169   -1 33 51.8
 DJ2006
 DJ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2006!SPC MS W     -   0.99999138  x   0.99997361  =   0.99996499
 DJ2006!SPC MS E     -   0.99999138  x   1.00006425  =   1.00005563
 DJ2006!UTM  16      -   0.99999138  x   1.00048169  =   1.00047306
 DJ2006
 DJ2006:                Primary Azimuth Mark                     Grid Az
 DJ2006:SPC MS W     -  BUCK                                     075 27 35.3
 DJ2006:SPC MS E     -  BUCK                                     076 16 42.8
 DJ2006:UTM  16      -  BUCK                                     077 16 48.3
 DJ2006
 DJ2006|---------------------------------------------------------------------|
 DJ2006| PID    Reference Object                     Distance      Geod. Az  |
 DJ2006|                                                           dddmmss.s |
 DJ2006| DJ2008 BUCK                                APPROX. 8.3 KM 0754256.5 |
 DJ2006| DJ2007 DURANT MUNICIPAL TANK               APPROX. 0.8 KM 0864804.4 |
 DJ2006| CF9594 DURANT RM 1                          38.568 METERS 17057     |
 DJ2006| CF9595 DURANT RM 2                          32.281 METERS 28636     |
 DJ2006| CF9593 DURANT AZ MK                                       3323842.9 |
 DJ2006|---------------------------------------------------------------------|
 DJ2006
 DJ2006                          SUPERSEDED SURVEY CONTROL
 DJ2006
 DJ2006  NAD 83(1986)-  33 04 44.95650(N)    089 51 52.28406(W) AD(       ) 2
 DJ2006  NAD 27      -  33 04 44.49200(N)    089 51 51.97000(W) AD(       ) 2
 DJ2006
 DJ2006.Superseded values are not recommended for survey control.
 DJ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2006.See file dsdata.txt to determine how the superseded data were derived.
 DJ2006
 DJ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3260263712(NAD 83)
 DJ2006_MARKER: DS = TRIANGULATION STATION DISK
 DJ2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2006+STABILITY: SURFACE MOTION
 DJ2006
 DJ2006  HISTORY     - Date     Condition        Report By
 DJ2006  HISTORY     - 1934     MONUMENTED       CGS
 DJ2006  HISTORY     - 1950     GOOD             CGS
 DJ2006  HISTORY     - 1957     GOOD             CGS
 DJ2006  HISTORY     - 1964     POOR             MSP+L
 DJ2006  HISTORY     - 1970     SEE DESCRIPTION  NGS
 DJ2006
 DJ2006                          STATION DESCRIPTION
 DJ2006
 DJ2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2006'ABOUT 0.5 MILE NORTHWEST OF THE CENTER OF DURANT, IN THE NORTHWEST
 DJ2006'CORNER OF A LARGE GROVE, ON THE PROPERTY OF LOVE WAGON WORKS,
 DJ2006'45.3 FEET SOUTH-SOUTHWEST OF A 40-INCH OAK, 21 FEET EAST-SOUTHEAST
 DJ2006'OF THE CENTER LINE OF A DIRT ROAD, AND 15.7 FEET WEST OF A FENCE
 DJ2006'LINE.
 DJ2006'
 DJ2006'TO REACH FROM JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 51
 DJ2006'AT THE SINCLAIR SERVICE STATION, GO WEST ON CASTALLION STREET
 DJ2006'FOR 0.55 MILE TO A DIRT ROAD RIGHT, A LARGE BRICK HOUSE ON RIGHT,
 DJ2006'TURN RIGHT AND CONTINUE 0.2 MILE TO STATION ON RIGHT.
 DJ2006'
 DJ2006'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2006'BRONZE DISKS SET IN CONCRETE.
 DJ2006'
 DJ2006'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 2 FEET
 DJ2006'WEST OF THE FENCE LINE.
 DJ2006'
 DJ2006'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ABOUT 6 FEET
 DJ2006'SOUTHWEST FROM THE EDGE OF THE FIELD AND 18 FEET NORTHWEST FROM
 DJ2006'A 24-INCH OAK.
 DJ2006'
 DJ2006'AZIMUTH MARK IS NORTH OF THE STATION, ON EDGE OF CLEARED FIELD,
 DJ2006'6 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 DJ2006'
 DJ2006'A 103-FOOT TOWER IS REQUIRED.
 DJ2006'
 DJ2006'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DJ2006
 DJ2006                          STATION RECOVERY (1950)
 DJ2006
 DJ2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (MHJ)
 DJ2006'STATION MARK RECOVERED IN GOOD CONDITION AND IS ABOUT 300 FEET
 DJ2006'N OF CASTALIAN BLVD. NO OTHER MARKS FOUND.  THE SEARCH FOR OTHER
 DJ2006'MARKS WAS NOT TOO THOROUGH, HOWEVER THEY ARE BELIEVED TO BE COVERED
 DJ2006'UP WITH SAWDUST FROM SAW MILL.
 DJ2006'
 DJ2006'STATION MARK STAMPED DURANT 1934.
 DJ2006
 DJ2006                          STATION RECOVERY (1957)
 DJ2006
 DJ2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JAW)
 DJ2006'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  ALL THREE
 DJ2006'MARKS ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 DJ2006'THE STATION MARK WAS COVERED OVER BY TRASH WHICH HAS BEEN PILED AT
 DJ2006'EDGE OF WOODS.  THE STATION MARK IS 21 FEET EAST OF CENTER LINE
 DJ2006'OF CINDER ROAD, 24 FEET SOUTH OF TRACK ROAD LEADING EAST AND
 DJ2006'12 FEET NORTH-NORTHEAST OF 8-INCH OAK WITH TRIANGLE BLAZE.
 DJ2006'REFERENCE MARK 1 IS 18 FEET EAST OF CENTER LINE OF CINDER ROAD,
 DJ2006'6 FEET WEST OF FENCE LINE AND 33 FEET SOUTH OF 12-INCH ELM
 DJ2006'WITH TRIANGLE BLAZE.  REFERENCE MARK 2 IS INSIDE WOODS LOT
 DJ2006'ABOUT 75 FEET WEST OF CINDER ROAD.
 DJ2006'
 DJ2006'TO REACH THE STATION FROM RAILWAY STATION IN DURANT GO WEST ON W
 DJ2006'MULBERRY STREET FOR 0.35 MILE TO ANGLEING CROSS STREET, KEEP
 DJ2006'LEFT STRAIGHT AHEAD WEST ON SURFACED ROAD FOR 0.25 MILE TO
 DJ2006'SIDE ROAD RIGHT AT HOUSE NO. 506 ON RIGHT, TURN RIGHT AND GO
 DJ2006'NORTH FOR 0.15 MILE TO STATION ON RIGHT.
 DJ2006
 DJ2006                          STATION RECOVERY (1964)
 DJ2006
 DJ2006'RECOVERY NOTE BY MISSISSIPPI POWER AND LIGHT COMPANY 1964 (RB)
 DJ2006'DURANT 1934-- BROKEN OFF (TOP 3 IN - 4 IN)
 DJ2006'
 DJ2006'NO THOROUGH SEARCH MADE FOR OTHER MARKERS.
 DJ2006'
 DJ2006'CORRECTION TO THE J.A.W. DESCRIPTION- SIDE ROAD RIGHT OFF
 DJ2006'CASTALIAN BLVD. BETWEEN HOUSES NO. 204 AND 206.
 DJ2006
 DJ2006                          STATION RECOVERY (1970)
 DJ2006
 DJ2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DJ2006'THE STATION MARK WAS VISITED 6-4-70 AND THE STATION MARK WAS
 DJ2006'FOUND WITH THE SURFACE MARK BROKEN OFF.  A NEW DISK WAS SET IN
 DJ2006'A DRILL HOLE IN THE CONCRETE MONUMENT AND SET BACK IN ITS
 DJ2006'ORIGINAL POSITION OVER THE UNDERGROUND DISK WHICH WAS FOUND IN
 DJ2006'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND BROKEN OFF ABOUT
 DJ2006'1 FOOT BELOW THE SURFACE OF THE GROUND, THE MARK WAS FITTED BACK
 DJ2006'TOGETHER AND REENFORCED WITH CONCRETE.  REFERENCE MARK NO. 2
 DJ2006'WAS FOUND IN GOOD CONDITION.  MEASUREMENT COULD NOT BE MADE
 DJ2006'BETWEEN THE REFERENCE MARKS AT THIS DATE.  A NEW DESCRIPTION
 DJ2006'FOLLOWS-
 DJ2006'
 DJ2006'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF DURANT, IN A
 DJ2006'WOODED AREA ON THE EAST SIDE OF A CINDER ROAD.  IT IS 20 FEET
 DJ2006'EAST OF THE CENTER OF THE CINDER ROAD, 14 FEET SOUTH OF A WOODS
 DJ2006'ROAD LEADING EAST, 23 FEET WEST OF A 12-INCH ELM TREE, AND 1.5
 DJ2006'FEET EAST OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION
 DJ2006'DISK, STAMPED DURANT 1934 1970, PROJECTING 2 INCHES.
 DJ2006'
 DJ2006'REFERENCE MARK NO. 1 IS 126.54 FEET SOUTH OF THE STATION, 18 FEET
 DJ2006'EAST OF THE CENTER OF THE CINDER ROAD, 145 FEET NORTH OF A GATE
 DJ2006'AND FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 DJ2006'REFERENCE MARK DISK, STAMPED DURANT NO 1 1934 1970, PROJECTING
 DJ2006'4 INCHES.
 DJ2006'
 DJ2006'REFERENCE MARK NO. 2 IS 105.90 FEET NORTHWEST OF THE STATION, 79
 DJ2006'FEET WEST OF THE CIDER ROAD, 1 FOOT NORTH OF A METAL WITNESS POST,
 DJ2006'IN A BRIAR PATCH.  IT IS A REFERENCE MARK DISK, STAMPED DURANT NO
 DJ2006'2 1934, PROJECTING 6 INCHES.
 DJ2006'
 DJ2006'THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE.
 DJ2006'
 DJ2006'TO REACH THE STATION FROM THE POST OFFICE AT DURANT, GO NORTH ON
 DJ2006'U.S. HIGHWAY 51 FOR ONE HALF BLOCK, TURN LEFT AND GO WEST ON WEST
 DJ2006'MULBERRY STREET FOR 0.3 MILE TO A CROSS STREET, CONTINUE WEST ON
 DJ2006'CASTALLIAN STREET FOR 0.25 MILE TO A SIDE ROAD LEADING NORTH
 DJ2006'BETWEEN HOUSE NUMBERS 204 AND 206 (204 IS A LARGE RED BRICK
 DJ2006'HOUSE), TURN RIGHT AND GO NORTH FOR 0.2 MILE TO THE MARK ON THE
 DJ2006'RIGHT.
 DJ2006'
 DJ2006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DURANT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2007 ***********************************************************************
 DJ2007  DESIGNATION -  DURANT MUNICIPAL TANK
 DJ2007  PID         -  DJ2007
 DJ2007  STATE/COUNTY-  MS/HOLMES
 DJ2007  USGS QUAD   -  DURANT (1982)
 DJ2007
 DJ2007                         *CURRENT SURVEY CONTROL
 DJ2007  ___________________________________________________________________
 DJ2007* NAD 83(1993)-  33 04 46.40869(N)    089 51 21.14813(W)     ADJUSTED  
 DJ2007* NAVD 88     -              **(meters)            **(feet)            
 DJ2007  ___________________________________________________________________
 DJ2007  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DJ2007  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DJ2007  HORZ ORDER  -  THIRD
 DJ2007
 DJ2007.The horizontal coordinates were established by classical geodetic methods
 DJ2007.and adjusted by the National Geodetic Survey in May 1994.
 DJ2007
 DJ2007
 DJ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2007
 DJ2007.The geoid height was determined by GEOID03.
 DJ2007
 DJ2007;                    North         East     Units Scale Factor Converg.
 DJ2007;SPC MS W     -   396,963.691   744,577.957   MT  0.99997449   +0 15 38.2
 DJ2007;SPC MS W     - 1,302,371.71  2,442,836.18   sFT  0.99997449   +0 15 38.2
 DJ2007;SPC MS E     -   397,327.325   204,528.806   MT  1.00006234   -0 33 29.3
 DJ2007;SPC MS E     - 1,303,564.73    671,024.92   sFT  1.00006234   -0 33 29.3
 DJ2007;UTM  16      - 3,663,734.938   233,410.835   MT  1.00047637   -1 33 34.8
 DJ2007
 DJ2007                          SUPERSEDED SURVEY CONTROL
 DJ2007
 DJ2007  NAD 83(1986)-  33 04 46.42049(N)    089 51 21.14498(W) AD(       ) 4
 DJ2007  NAD 27      -  33 04 45.95600(N)    089 51 20.81700(W) AD(       ) 3
 DJ2007
 DJ2007.Superseded values are not recommended for survey control.
 DJ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2007.See file dsdata.txt to determine how the superseded data were derived.
 DJ2007
 DJ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3341163735(NAD 83)
 DJ2007_MARKER: 51 = TANK
 DJ2007
 DJ2007  HISTORY     - Date     Condition        Report By
 DJ2007  HISTORY     - 1934     FIRST OBSERVED   CGS
 DJ2007  HISTORY     - 1974     GOOD             MSHD
 DJ2007
 DJ2007                          STATION DESCRIPTION
 DJ2007
 DJ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2007'CENTER OF A LARGE ALUMINUM TANK FOR THE MUNICIPAL WATER SUPPLY
 DJ2007'IN DURANT.
 DJ2007'
 DJ2007'CUT IN FROM STATIONS DURANT, DONALD AND BUCK.
 DJ2007
 DJ2007                          STATION RECOVERY (1974)
 DJ2007
 DJ2007'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2007'THE STATION WAS VISITED 3-22-74 AND WAS FOUND IN GOOD CONDITION.
 DJ2007'
 DJ2007'THE STATION IS LOCATED ABOUT 0.35 MILE NORTH OF THE CENTER OF DURANT
 DJ2007'ABOUT 100 YARDS WEST OF WEST AVENUE ABOUT 50 YARDS NORTH OF LAMAR
 DJ2007'STREET ON THE EAST SIDE OF THE MUNICIPAL WATER WORKS.  IT IS A TANK
 DJ2007'ATOP A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR WITH THE
 DJ2007'LETTERS DURANT ON THE EAST SIDE AND IS ABOUT 120 FEET HIGH.  THE
 DJ2007'TANK HAS A BALL ON THE TOP.
 DJ2007'
 DJ2007'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DURANT GO NE ON
 DJ2007'U.S. HIGHWAY 51 FOR 0.35 MILE TO A SIDE STREET LEFT.  TURN LEFT AND
 DJ2007'GO WEST ON LAMAR STREET FOR 0.2 MILE TO THE TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1292 ***********************************************************************
 BV1292  DESIGNATION -  DYKES
 BV1292  PID         -  BV1292
 BV1292  STATE/COUNTY-  MS/WAYNE
 BV1292  USGS QUAD   -  WAYNESBORO (1982)
 BV1292
 BV1292                         *CURRENT SURVEY CONTROL
 BV1292  ___________________________________________________________________
 BV1292* NAD 83(1993)-  31 41 53.72844(N)    088 44 59.92808(W)     ADJUSTED  
 BV1292* NAVD 88     -       119.851  (meters)     393.21   (feet)  ADJUSTED  
 BV1292  ___________________________________________________________________
 BV1292  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BV1292  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BV1292  DYNAMIC HT  -         119.708 (meters)     392.74  (feet)  COMP
 BV1292  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BV1292
 BV1292  HORZ ORDER  -  SECOND
 BV1292  VERT ORDER  -  SECOND    CLASS II
 BV1292
 BV1292.The horizontal coordinates were established by classical geodetic methods
 BV1292.and adjusted by the National Geodetic Survey in May 1994.
 BV1292
 BV1292.The orthometric height was determined by differential leveling
 BV1292.and adjusted in May 1996.
 BV1292
 BV1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1292
 BV1292.The geoid height was determined by GEOID03.
 BV1292
 BV1292.The dynamic height is computed by dividing the NAVD 88
 BV1292.geopotential number by the normal gravity value computed on the
 BV1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1292.degrees latitude (g = 980.6199 gals.).
 BV1292
 BV1292.The modeled gravity was interpolated from observed gravity values.
 BV1292
 BV1292;                    North         East     Units Scale Factor Converg.
 BV1292;SPC MS E     -   243,695.569   307,901.607   MT  0.99995077   +0 02 37.7
 BV1292;SPC MS E     -   799,524.55  1,010,173.86   sFT  0.99995077   +0 02 37.7
 BV1292;UTM  16      - 3,508,321.708   334,154.364   MT  0.99993923   -0 55 11.0
 BV1292
 BV1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1292!SPC MS E     -   0.99998537  x   0.99995077  =   0.99993614
 BV1292!UTM  16      -   0.99998537  x   0.99993923  =   0.99992460
 BV1292
 BV1292|---------------------------------------------------------------------|
 BV1292| PID    Reference Object                     Distance      Geod. Az  |
 BV1292|                                                           dddmmss.s |
 BV1292| BV1293 DYKES RM 1                           28.811 METERS 01109     |
 BV1292| BV1557 WAYNESBORO MUNICIPAL WATER TANK     APPROX.10.0 KM 1033738.2 |
 BV1292| BV1556 WAYNESBORO WELLS LAMONT WATER TANK  APPROX. 9.9 KM 1050756.3 |
 BV1292| BV1558 WAYNESBORO CONSUMERS BOX CO TANK    APPROX.10.8 KM 1060252.1 |
 BV1292| BV1553 WAYNESBORO RAD STA WABO MAST        APPROX. 7.9 KM 1063610.7 |
 BV1292| BV1294 DYKES RM 2                           25.229 METERS 10849     |
 BV1292| BV1295 DYKES AZ MK                                        1332730.8 |
 BV1292| BV1563 BIG CREEK LOOKOUT TOWER             APPROX.10.9 KM 1845704.2 |
 BV1292|---------------------------------------------------------------------|
 BV1292
 BV1292                          SUPERSEDED SURVEY CONTROL
 BV1292
 BV1292  NAD 83(1993)-  31 41 53.73752(N)    088 44 59.92910(W) AD(       ) 2
 BV1292  NAD 83(1986)-  31 41 53.74273(N)    088 44 59.92937(W) AD(       ) 2
 BV1292  NAD 27      -  31 41 53.16226(N)    088 44 59.77770(W) AD(       ) 2
 BV1292  NGVD 29 (??/??/92)  119.865  (m)          393.26   (f) ADJ UNCH    2 2
 BV1292
 BV1292.Superseded values are not recommended for survey control.
 BV1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1292.See file dsdata.txt to determine how the superseded data were derived.
 BV1292
 BV1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA3415408322(NAD 83)
 BV1292_MARKER: DS = TRIANGULATION STATION DISK
 BV1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1292_SP_SET: CONCRETE POST
 BV1292_STAMPING: DYKES 1956
 BV1292_MARK LOGO: CGS   
 BV1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1292+STABILITY: SURFACE MOTION
 BV1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1292+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 BV1292
 BV1292  HISTORY     - Date     Condition        Report By
 BV1292  HISTORY     - 1956     MONUMENTED       CGS
 BV1292  HISTORY     - 1964     GOOD             MSHD
 BV1292  HISTORY     - 1974     GOOD             MSHD
 BV1292  HISTORY     - 1974     GOOD             MSHD
 BV1292  HISTORY     - 19910715 GOOD             MSHD
 BV1292
 BV1292                          STATION DESCRIPTION
 BV1292
 BV1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1292'THE STATION IS ABOUT 11 MILES SOUTH OF SHUBUTA, ABOUT 6 MILES WEST
 BV1292'OF WAYNESBORO AND ABOUT 0.15 MILE NORTH OF U.S. HIGHWAY 84. IT IS ON
 BV1292'PROPERTY OWNED BY ROY DYKES. IT IS 102 FEET SOUTHWEST OF THE
 BV1292'SOUTHWEST CORNER OF A FRAME HOUSE, 47 FEET EAST OF AN 18 INCH OAK
 BV1292'TREE AND 8 FEET NORTH OF A FENCE AND A WHITE WITNESS POST. THE
 BV1292'MARK IS FLUSH AND THE DISK IS STAMPED DYKES 1956.
 BV1292'
 BV1292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BV1292'HIGHWAY 63 AT THE COURTHOUSE IN WAYNESBORO, GO WEST ON HIGHWAY 84
 BV1292'FOR 6.1 MILE TO A FARM ROAD RIGHT. TURN RIGHT AND GO NORTH ON THE
 BV1292'FARM ROAD FOR 0.05 MILE TO A FENCE AND CATTLEGUARD AND THE AZIMUTH
 BV1292'MARK ON THE RIGHT. CONTINUE NORTH AND NORTHWEST ON THE FARM ROAD
 BV1292'FOR 0.2 MILE TO A HOUSE AND THE STATION AS DESCRIBED.
 BV1292'
 BV1292'REFERENCE MARK 1 IS 36 FEET NORTH OF A 36 INCH OAK TREE AND 1 FOOT
 BV1292'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED. THE MARK IS FLUSH AND
 BV1292'THE DISK IS STAMPED DYKES NO 1 1956.
 BV1292'
 BV1292'REFERENCE MARK 2 IS 73 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BV1292'HOUSE, 20 FEET WEST OF A 36 INCH PECAN TREE AND 1 FOOT NORTH OF THE
 BV1292'FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED DYKES NO 2 1956.
 BV1292'
 BV1292'THE AZIMUTH MARK IS 61 FEET EAST OF THE CENTER OF THE FARM ROAD, 1
 BV1292'FOOT NORTH OF A FENCE AND 1 FOOT EAST OF A WHITE WITNESS POST. THE
 BV1292'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DYKES 1956.
 BV1292'
 BV1292'BECAUSE OF THE SHORT DISTANCE AND THE LARGE ANGLE OF DEPRESSION,
 BV1292'PRECISE METHODS OF OBSERVING WERE USED IN DETERMINING THE DIRECTION
 BV1292'OF THE AZIMUTH MARK.
 BV1292
 BV1292                          STATION RECOVERY (1964)
 BV1292
 BV1292'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1292'THE STATION WAS VISITED 6-15-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1292'CONDITION.
 BV1292'
 BV1292'THE DESCRIPTION IS ADEQUATE.
 BV1292'
 BV1292'METAL WITNESS POSTS WERE SET 8.0 FEET SOUTH OF THE STATION AND 1.0
 BV1292'FOOT WEST OF THE AZIMUTH MARK.
 BV1292'
 BV1292'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH SQUARE,
 BV1292'CONCRETE POSTS.
 BV1292
 BV1292                          STATION RECOVERY (1974)
 BV1292
 BV1292'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 BV1292'THE STATION WAS VISITED 6-5-74 AND ALL THE MARKS WERE FOUND IN GOOD
 BV1292'CONDITION. THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 BV1292'
 BV1292'THE STATION IS LOCATED 6.5 MILES WEST OF WAYNESBORO ON THE FRONT
 BV1292'LAWN OF MR. ROY DYKES, 3.4 MILES EAST OF THE BEAT FOUR SCHOOL AT
 BV1292'WHISTLER, 0.15 MILE NORTH OF U.S. HIGHWAY 84 IN THE SE 1/4 OF THE
 BV1292'SW 1/4 OF SECTION 36, T 9N, R 8W. IT IS 102.5 FEET SW OF THE SW
 BV1292'CORNER OF A FRAME HOUSE, 75.5 FEET WEST OF THE PROJECTED PLANE OF
 BV1292'THE WEST WALL OF THE FRAME HOUSE, 51 FEET WEST OF THE CENTER OF
 BV1292'THE ENTRANCE TO A PASTURE, 100 FEET WEST OF A 36 INCH PECAN, 43
 BV1292'FEET WEST OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 65
 BV1292'FEET EAST OF A FENCE CORNER, 9 FEET NORTH OF A METAL WITNESS POST
 BV1292'AND A FENCE, 37 FEET SOUTH OF THE CENTER OF A ROAD LEADING IN TO
 BV1292'A PASTURE AND PROJECTS 1 INCH.  IT IS A TRIANGULATION DISK,
 BV1292'STAMPED DYKES 1956.
 BV1292'
 BV1292'REFERENCE MARK NO 1 IS 94.53 FEET NORTH OF THE STATION. IT IS 83.5
 BV1292'FEET WEST OF THE NW CORNER OF A FRAME HOUSE, 7.5 FEET SOUTH OF THE
 BV1292'PROJECTED PLANE OF THE NORTH WALL OF THE FRAME HOUSE, 63 FEET NORTH
 BV1292'OF THE CENTER OF A ROAD LEADING INTO A PASTURE, 18 FEET SSE OF A
 BV1292'20 INCH OAK, 110.5 FEET NW OF A POWER POLE WITH A TRANSFORMER AND
 BV1292'A GUY WIRE, 54.4 FEET SSW OF THE SE CORNER OF A POLE BARN AND IS 2
 BV1292'INCHES BELOW THE GROUND. IT IS A REFERENCE MARK DISK, STAMPED
 BV1292'DYKES NO 1 1956.
 BV1292'
 BV1292'REFERENCE MARK NO 2 IS 82.78 FEET EAST OF THE STATION. IT IS 74 FEET
 BV1292'SSE OF THE SW CORNER OF A FRAME HOUSE, 9 FEET EAST OF THE PROJECTED
 BV1292'PLANE OF THE WEST WALL OF THE FRAME HOUSE, 31.5 FEET EAST OF THE
 BV1292'CENTER OF THE ENTRANCE TO A PASTURE, 18 FEET WEST OF A 36 INCH
 BV1292'PECAN, 39.5 FEET EAST OF A POWER POLE WITH A TRANSFORMER AND GUY
 BV1292'WIRE, 1 FOOT NORTH OF A METAL WITNESS POST AND A FENCE AND IS
 BV1292'FLUSH WITH THE GROUND. IT IS A REFERENCE MARK DISK, STAMPED DYKES
 BV1292'NO 2 1956.
 BV1292'
 BV1292'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 133.62 FEET.
 BV1292'
 BV1292'THE AZIMUTH MARK IS 0.2 MILE SE OF THE STATION. IT IS 232 FEET NORTH
 BV1292'OF THE CENTER OF HIGHWAY 84, 63 FEET EAST OF THE CENTER OF A PRIVATE
 BV1292'GRAVELED ROAD, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL
 BV1292'WITNESS POST AND IS FLUSH WITH THE GROUND. IT IS AN AZIMUTH MARK
 BV1292'DISK, STAMPED DYKES 1956.
 BV1292'
 BV1292'TO REACH THE STATION FROM THE COURTHOUSE IN WAYNESBORO GO SW ON U.S.
 BV1292'HIGHWAY 84 FOR 5.6 MILES TO A SIDE ROAD RIGHT. CONTINUE WEST ON U.S.
 BV1292'HIGHWAY FOR 0.7 MILE TO A PRIVATE ROAD AND THE AZIMUTH MARK ON THE
 BV1292'RIGHT. TURN RIGHT AND GO NORTH AND WEST ON A GRAVELED ROAD FOR 0.2
 BV1292'MILE TO A FRAME HOUSE AND THE STATION AS DESCRIBED.
 BV1292
 BV1292                          STATION RECOVERY (1974)
 BV1292
 BV1292'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1292'6.5 MI W FROM WAYNESBORO.
 BV1292'THE MARK IS LOCATED 6.5 MILES WEST OF WAYNESBORO ON THE FRONT LAWN OF
 BV1292'MR. ROY DYKES, 3.4 MILES EAST OF THE BEAT FOUR SCHOOL AT WHISTLER,
 BV1292'0.15 MILE NORTH OF U.S. HIGHWAY 84, IN THE SE QUARTER OF THE QUARTER
 BV1292'OF SECTION 36, T 9 N, R 8 W. IT IS 102.5 FEET SW OF THE SW CORNER OF
 BV1292'A FRAME HOUSE, 75.5 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL
 BV1292'OF THE FRAME HOUSE, 51 FEET WEST OF THE CENTER OF THE ENTRANCE TO A
 BV1292'PASTURE, 100 FEET WEST OF A 36 INCH PECAN, 43 FEET WEST OF A POWER
 BV1292'POLE WITH A TRANSFORMER AND A GUY WIRE, 65 FEET EAST OF A FENCE
 BV1292'CORNER, 37 FEET SOUTH OF THE CENTER OF A ROAD LEADING INTO A PASTURE,
 BV1292'9 FEET NORTH OF A METAL WITNESS POST AND A FENCE SET IN THE TOP OF AN
 BV1292'11 INCH SQUARE CONCRETE POST PROJECTING 1 INCH TO REACH FROM THE
 BV1292'COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR  5.6 MILES TO A
 BV1292'SIDE ROAD RIGHT. CONTINUE WEST ON HIGHWAY 84 FOR 0.7 MILE TO A
 BV1292'PRIVATE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH AND WEST ON A
 BV1292'GRAVELED ROAD FOR 0.2 MILE TO A HOUSE AND THE MARK AS DESCRIBED.
 BV1292
 BV1292                          STATION RECOVERY (1991)
 BV1292
 BV1292'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1292'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF WAYNESBORO, ON
 BV1292'THE FRONT LAWN OF MR ROY DYKES, 3.4 MI (5.5 KM) EAST OF THE BEAT FOUR
 BV1292'SCHOOL AT WHISTLER, 0.15 MI (0.24 KM) NORTH OF U.S. HIGHWAY 84 AND IS
 BV1292'IN SECTION 36, T 9N, R 8W.
 BV1292'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON AZALEA
 BV1292'STREET (U.S. HIGHWAY 84) FOR 5.6 MI (9.0 KM) TO A SIDE ROAD RIGHT,
 BV1292'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO A PRIVATE
 BV1292'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON A GRAVEL
 BV1292'DRIVEWAY FOR 0.2 MI (0.3 KM) TO A FRAME HOUSE AND THE MARK AS
 BV1292'DEACRIBED.
 BV1292'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1292'PROJECTING 1 INCH, 102.5 FT (31.2 M) SOUTHWEST OF THE SOUTHWEST
 BV1292'CORNER OF A FRAME HOUSE, 100.0 FT (30.5 M) WEST OF A 38 INCH PECAN,
 BV1292'75.5 FT (23.0 M) WEST OF THE PROJECTED PLANE OF THE WEST WALL OF A
 BV1292'FRAME HOUSE, 65.0 FT (19.8 M) EAST OF A FENCE CORNER, 51.0 FT
 BV1292'(15.5 M) WEST OF THE CENTER OF THE ENTRANCE TO A PASTURE, 45.5 FT
 BV1292'(13.9 M) SOUTH OF AN 18 INCH PECAN, 43.0 FT (13.1 M) WEST OF A POWER
 BV1292'POLE WITH A TRANSFORMER AND A GUY WIRE, 28.0 FT (8.5 M) SOUTH OF THE
 BV1292'CENTER OF A TRACK ROAD, 9.0 FT (2.7 M) NORTH OF A FENCE AND 8.0 FT
 BV1292'(2.4 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1295 ***********************************************************************
 BV1295  DESIGNATION -  DYKES AZ MK
 BV1295  PID         -  BV1295
 BV1295  STATE/COUNTY-  MS/WAYNE
 BV1295  USGS QUAD   -  WAYNESBORO (1982)
 BV1295
 BV1295                         *CURRENT SURVEY CONTROL
 BV1295  ___________________________________________________________________
 BV1295* NAD 83(1986)-  31 41 46.     (N)    088 44 51.     (W)     SCALED    
 BV1295* NAVD 88     -       114.756  (meters)     376.50   (feet)  ADJUSTED  
 BV1295  ___________________________________________________________________
 BV1295  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BV1295  DYNAMIC HT  -         114.619 (meters)     376.05  (feet)  COMP
 BV1295  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 BV1295
 BV1295  VERT ORDER  -  SECOND    CLASS II
 BV1295
 BV1295.The horizontal coordinates were scaled from a topographic map and have
 BV1295.an estimated accuracy of +/- 6 seconds.
 BV1295
 BV1295.The orthometric height was determined by differential leveling
 BV1295.and adjusted in May 1996.
 BV1295
 BV1295.The geoid height was determined by GEOID03.
 BV1295
 BV1295.The dynamic height is computed by dividing the NAVD 88
 BV1295.geopotential number by the normal gravity value computed on the
 BV1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1295.degrees latitude (g = 980.6199 gals.).
 BV1295
 BV1295.The modeled gravity was interpolated from observed gravity values.
 BV1295
 BV1295;                    North         East    Units  Estimated Accuracy
 BV1295;SPC MS E     -   243,460.      308,140.      MT  (+/- 180 meters Scaled)
 BV1295
 BV1295                          SUPERSEDED SURVEY CONTROL
 BV1295
 BV1295  NGVD 29 (??/??/92)  114.771  (m)          376.54   (f) ADJ UNCH    2 2
 BV1295
 BV1295.Superseded values are not recommended for survey control.
 BV1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1295.See file dsdata.txt to determine how the superseded data were derived.
 BV1295
 BV1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA343080(NAD 83)
 BV1295_MARKER: DZ = AZIMUTH MARK DISK
 BV1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1295_SP_SET: CONCRETE POST
 BV1295_STAMPING: DYKES 1956
 BV1295_MARK LOGO: CGS   
 BV1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1295+STABILITY: SURFACE MOTION
 BV1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1295+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 BV1295
 BV1295  HISTORY     - Date     Condition        Report By
 BV1295  HISTORY     - 1956     MONUMENTED       CGS
 BV1295  HISTORY     - 1974     GOOD             MSHD
 BV1295  HISTORY     - 19910715 GOOD             MSHD
 BV1295
 BV1295                          STATION DESCRIPTION
 BV1295
 BV1295'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1295'6.4 MI W FROM WAYNESBORO.
 BV1295'THE MARK IS LOCATED 6.4 MILES WEST OF WAYNESBORO IN THE NE ANGLE
 BV1295'OF THE JUNCTION OF A PRIVATE ROAD WITH U.S. HIGHWAY 84, 3.5 MILES
 BV1295'EAST OF THE BEAT FOUR SCHOOL A WHISTLER IN THE SW QUARTER OF THE SE
 BV1295'QUARTER 36, T 9 N, R 8 W AND ON THE PORPERTY OF MR. ROY DYKES. IT IS
 BV1295'232 FEET NORTH OF THE CENTER OF HIGHWAY 84, 63 FEET OF THE CENTER OF
 BV1295'A PRIVATE GRAVELED ROAD, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A
 BV1295'METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 BV1295'AND IS FLUSH WITH THE GROUND. TO REACH FROM THE COURTHOUSE IN
 BV1295'WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 5.6 MILES TO A SIDE ROAD RIGHT
 BV1295'.CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MILE TO A PRIVATE ROAD
 BV1295'AND THE MARK ON THE RIGHT.
 BV1295
 BV1295                          STATION RECOVERY (1991)
 BV1295
 BV1295'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1295'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF WAYNESBORO, IN THE
 BV1295'NORTHEAST ANGLE OF THE JUNCTION OF A PRIVATE ROAD WITH U.S. HIGHWAY
 BV1295'84, 3.5 MI (5.6 KM) EAST OF THE BEAT FOUR SCHOOL AT WHISTLER AND IS
 BV1295'IN SECTION 36, T 9N, R 8W.
 BV1295'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1295'HIGHWAY 84 FOR 5.6 MI (9.0 KM) TO A SIDE ROAD RIGHT, CONTINUE WEST ON
 BV1295'U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO A PRIVATE ROAD AND THE MARK ON
 BV1295'THE RIGHT.
 BV1295'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1295'FLUSH WITH THE GROUND, 232.0 FT (70.7 M) NORTH OF THE CENTER OF THE
 BV1295'WEST BOUND LANE OF HIGHWAY 84, 63.0 FT (19.2 M) EAST OF THE CENTER OF
 BV1295'A PRIVATE ROAD, 1.0 FT (0.3 M) NORTH OF A FENCE AND 1.0 FT (0.3 M)
 BV1295'EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1293 ***********************************************************************
 BV1293  DESIGNATION -  DYKES RM 1
 BV1293  PID         -  BV1293
 BV1293  STATE/COUNTY-  MS/WAYNE
 BV1293  USGS QUAD   -  WAYNESBORO (1982)
 BV1293
 BV1293                         *CURRENT SURVEY CONTROL
 BV1293  ___________________________________________________________________
 BV1293* NAD 83(1986)-  31 41 54.     (N)    088 44 59.     (W)     SCALED    
 BV1293* NAVD 88     -       118.660  (meters)     389.30   (feet)  ADJUSTED  
 BV1293  ___________________________________________________________________
 BV1293  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BV1293  DYNAMIC HT  -         118.519 (meters)     388.84  (feet)  COMP
 BV1293  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BV1293
 BV1293  VERT ORDER  -  SECOND    CLASS II
 BV1293
 BV1293.The horizontal coordinates were scaled from a topographic map and have
 BV1293.an estimated accuracy of +/- 6 seconds.
 BV1293
 BV1293.The orthometric height was determined by differential leveling
 BV1293.and adjusted in May 1996.
 BV1293
 BV1293.The geoid height was determined by GEOID03.
 BV1293
 BV1293.The dynamic height is computed by dividing the NAVD 88
 BV1293.geopotential number by the normal gravity value computed on the
 BV1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1293.degrees latitude (g = 980.6199 gals.).
 BV1293
 BV1293.The modeled gravity was interpolated from observed gravity values.
 BV1293
 BV1293;                    North         East    Units  Estimated Accuracy
 BV1293;SPC MS E     -   243,700.      307,930.      MT  (+/- 180 meters Scaled)
 BV1293
 BV1293                          SUPERSEDED SURVEY CONTROL
 BV1293
 BV1293  NGVD 29 (??/??/92)  118.675  (m)          389.35   (f) ADJ UNCH    2 2
 BV1293
 BV1293.Superseded values are not recommended for survey control.
 BV1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1293.See file dsdata.txt to determine how the superseded data were derived.
 BV1293
 BV1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA341083(NAD 83)
 BV1293_MARKER: DR = REFERENCE MARK DISK
 BV1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1293_SP_SET: CONCRETE POST
 BV1293_STAMPING: DYKES NO 1 1956
 BV1293_MARK LOGO: CGS   
 BV1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1293+STABILITY: SURFACE MOTION
 BV1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1293+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 BV1293
 BV1293  HISTORY     - Date     Condition        Report By
 BV1293  HISTORY     - 1956     MONUMENTED       CGS
 BV1293  HISTORY     - 1974     GOOD             MSHD
 BV1293  HISTORY     - 19910715 GOOD             MSHD
 BV1293
 BV1293                          STATION DESCRIPTION
 BV1293
 BV1293'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1293'6.5 MI W FROM WAYNESBORO.
 BV1293'THE MARK IS LOCATED 6.5 MILES WEST OF WAYNESBORO ON THE LAWN ON THE
 BV1293'WEST SIDE OF MR. ROY DYKES HOUSE, 3.4 MILES EAST OF THE BEAT FOUR
 BV1293'SCHOOL AT WHISTLER, 0.15 MILE NRTH OF U.S. HIGHWAY 84 IN THE SE
 BV1293'QUARTER OF THE SW QUARTER OF SECTION 36, T 9 N, R 8 W.IT IS 94.53
 BV1293'FEET NORTH OF THE STATION, 83.5 FEET WEST OF THE NW CORNER OF A FRAME
 BV1293'HOUSE, 7.5 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BV1293'FRAME HOUSE, 63 FEET NORTH OF THE CENTER OF THE PROJECTED PLANE OF
 BV1293'THE NORTH WALL OF THE FRAME HOUSE, 63 FEET NORTH OF THE CENTER OF A
 BV1293'ROAD LEADING INTO PASTURE, 18 FEET SSE OF A 20 INCH OAK, 110.5 FEET
 BV1293'NW OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 54.5 FEET SSW
 BV1293'OF THE SE CORNER OF A POLE BARN SET IN THE TOP OF AN 11 INCH SQUARE
 BV1293'CONCRETE POST AND IS 2 INCHES BELOW THE GROUND. TO REACH FROM THE
 BV1293'COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84 FOR 5.6 MILES TO A
 BV1293'SIDE ROAD RIGHT. CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MILE TO A
 BV1293'PRIVATE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH AND WEST ON A
 BV1293'GRAVELED ROAD FOR 0.2 MILE TO THE HOUSE AND THE MARK AS DESCRIBED.
 BV1293
 BV1293                          STATION RECOVERY (1991)
 BV1293
 BV1293'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1293'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF WAYNESBORO, IN THE
 BV1293'YARD AND ON THE PROPERTY OF MR ROY DYKES, 3.4 MI (5.5 KM) EAST OF THE
 BV1293'BEAT FOUR SCHOOL AT WHISTLER, 0.15 MI (0.24 KM) NORTH OF U.S. HIGHWAY
 BV1293'84 AND IS IN SECTION 36, T 9N, R 8W.
 BV1293'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON AZALEA
 BV1293'STREET (U.S. HIGHWAY 84) FOR 5.6 MI (9.0 KM) TO A SIDE ROAD RIGHT,
 BV1293'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO A PRIVATE
 BV1293'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON A GRAVEL
 BV1293'DRIVEWAY FOR 0.2 MI (0.3 KM) TO THE HOUSE AND THE MARK AS DESCRIBED.
 BV1293'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1293'ABOUT 2 INCHES BELOW THE GROUND, 110.5 FT (33.7 M) NORTHWEST OF A
 BV1293'POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 83.5 FT (25.5 M) WEST
 BV1293'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 78.0 FT (23.8 M) SOUTHWEST
 BV1293'OF A 30 INCH PECAN, 65.0 FT (19.8 M) NORTH OF THE CENTER OF A TRACK
 BV1293'ROAD, 54.4 FT (16.6 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF OF
 BV1293'A POLE BARN, 50.0 FT (15.2 M) NORTHWEST OF AN 18 INCH PECAN AND 7.5
 BV1293'FT (2.3 M) SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF A FRAME
 BV1293'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1294 ***********************************************************************
 BV1294  DESIGNATION -  DYKES RM 2
 BV1294  PID         -  BV1294
 BV1294  STATE/COUNTY-  MS/WAYNE
 BV1294  USGS QUAD   -  WAYNESBORO (1982)
 BV1294
 BV1294                         *CURRENT SURVEY CONTROL
 BV1294  ___________________________________________________________________
 BV1294* NAD 83(1986)-  31 41 54.     (N)    088 44 59.     (W)     SCALED    
 BV1294* NAVD 88     -       119.984  (meters)     393.65   (feet)  ADJUSTED  
 BV1294  ___________________________________________________________________
 BV1294  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BV1294  DYNAMIC HT  -         119.842 (meters)     393.18  (feet)  COMP
 BV1294  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BV1294
 BV1294  VERT ORDER  -  SECOND    CLASS II
 BV1294
 BV1294.The horizontal coordinates were scaled from a topographic map and have
 BV1294.an estimated accuracy of +/- 6 seconds.
 BV1294
 BV1294.The orthometric height was determined by differential leveling
 BV1294.and adjusted in May 1996.
 BV1294
 BV1294.The geoid height was determined by GEOID03.
 BV1294
 BV1294.The dynamic height is computed by dividing the NAVD 88
 BV1294.geopotential number by the normal gravity value computed on the
 BV1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1294.degrees latitude (g = 980.6199 gals.).
 BV1294
 BV1294.The modeled gravity was interpolated from observed gravity values.
 BV1294
 BV1294;                    North         East    Units  Estimated Accuracy
 BV1294;SPC MS E     -   243,700.      307,930.      MT  (+/- 180 meters Scaled)
 BV1294
 BV1294                          SUPERSEDED SURVEY CONTROL
 BV1294
 BV1294  NGVD 29 (??/??/92)  119.999  (m)          393.70   (f) ADJ UNCH    2 2
 BV1294
 BV1294.Superseded values are not recommended for survey control.
 BV1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1294.See file dsdata.txt to determine how the superseded data were derived.
 BV1294
 BV1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA341083(NAD 83)
 BV1294_MARKER: DR = REFERENCE MARK DISK
 BV1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1294_SP_SET: CONCRETE POST
 BV1294_STAMPING: DYKES NO 2 1956
 BV1294_MARK LOGO: CGS   
 BV1294_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1294+STABILITY: SURFACE MOTION
 BV1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1294+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 BV1294
 BV1294  HISTORY     - Date     Condition        Report By
 BV1294  HISTORY     - 1956     MONUMENTED       CGS
 BV1294  HISTORY     - 1974     GOOD             MSHD
 BV1294  HISTORY     - 19910715 GOOD             MSHD
 BV1294
 BV1294                          STATION DESCRIPTION
 BV1294
 BV1294'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1294'6.5 MI E FROM WAYNESBORO.
 BV1294'THE MILES IS LOCATED 6.5 MILES WEST OF WAYNESBORO ON THE FRONT LAWN
 BV1294'OF MR. ROY DYKES, 3.4 MILES EAST OF THE BEAT FOUR SCHOOL AT WHISTLER,
 BV1294'0.15 MILE NORTH OF U.S. HIGHWAY 84, IN THE SE QUARTER OF THE SW
 BV1294'QUARTER OF SECTION 36, T 9 N, R 8 W. IT IS 82.78 FEET EAST OF THE
 BV1294'STATION, 74 FEET SSE OF THE SW CORNER OF A FRAME HOUSE, 9 FEET EAST
 BV1294'OF THE PROJECTED PLANE OF THE WEST OF THE FRAME HOUSE, 31.5 FEET EAST
 BV1294'OF THE CENTER OF THE ENTRANCE TO A PASTURE, 18, FEET WEST OF A 36
 BV1294'INCH PECAN, 39.5 FEET EAST OF A POWER POLE WITH A TRANSFORMER AND A
 BV1294'GUY WIRE, 1 FOOT NORTH OF A METAL WITNESS POST AND A FENCE SET IN THE
 BV1294'TOP OF AN 11 INCH SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.
 BV1294'TO REACH FROM THE COURTHOUSE IN WAYNESBORO GO SW ON U.S. HIGHWAY 84
 BV1294'FOR 5.6 MILES TO A SIDE ROAD RIGHT. CONTINUE WEST ON U.S HIGHWAY 84
 BV1294'FOR 0.7 MILE TO A PRIVATE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH
 BV1294'AND WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE HOUSE AND THE MARK AS
 BV1294'DESCRIBED.
 BV1294
 BV1294                          STATION RECOVERY (1991)
 BV1294
 BV1294'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1294'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF WAYNESBORO, IN THE
 BV1294'YARD AND ON THE PROPERTY OF MR ROY DYKES, 3.4 MI (5.5 KM) EAST OF THE
 BV1294'BEAT FOUR SCHOOL AT WHISTLER, 0.15 MI (0.24 KM) NORTH OF U.S. HIGHWAY
 BV1294'84 AND IS IN SECTION 36, T 9N, R 8W.
 BV1294'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON AZALEA
 BV1294'STREET (U.S. HIGHWAY 84) FOR 5.6 MI (9.0 KM) TO A SIDE ROAD RIGHT,
 BV1294'CONTINUE WEST ON U.S. HIGHWAY 84 FOR 0.7 MI (1.1 KM) TO A PRIVATE
 BV1294'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST ON A GRAVEL ROAD
 BV1294'FOR 0.2 MI (0.3 KM) TO THE HOUSE AND THE MARK AS DESCRIBED.
 BV1294'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1294'FLUSH WITH THE GROUND, 74.0 FT (22.6 M) SOUTH-SOUTHEAST OF THE
 BV1294'SOUTHWEST CORNER OF A FRAME HOUSE, 39.5 FT (12.0 M) EAST OF A POWER
 BV1294'POLE WITH A TRANSFORMER AND A GUY WIRE, 31.5 FT (9.6 M) EAST OF THE
 BV1294'CENTER OF THE ENTRANCE TO A PASTURE, 18.0 FT (5.5 M) WEST OF A 38
 BV1294'INCH PECAN, 9.0 FT (2.7 M) EAST OF THE PROJECTED PLANE OF THE WEST
 BV1294'WALL OF THE FRAME HOUSE AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS
 BV1294'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0569 ***********************************************************************
 EH0569  DESIGNATION -  E
 EH0569  PID         -  EH0569
 EH0569  STATE/COUNTY-  MS/COAHOMA
 EH0569  USGS QUAD   -  COAHOMA (1964)
 EH0569
 EH0569                         *CURRENT SURVEY CONTROL
 EH0569  ___________________________________________________________________
 EH0569* NAD 83(1986)-  34 22 04.     (N)    090 31 24.     (W)     SCALED    
 EH0569* NAVD 88     -        54.630  (meters)     179.23   (feet)  ADJUSTED  
 EH0569  ___________________________________________________________________
 EH0569  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EH0569  DYNAMIC HT  -          54.577 (meters)     179.06  (feet)  COMP
 EH0569  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 EH0569
 EH0569  VERT ORDER  -  FIRST     CLASS II
 EH0569
 EH0569.The horizontal coordinates were scaled from a topographic map and have
 EH0569.an estimated accuracy of +/- 6 seconds.
 EH0569
 EH0569.The orthometric height was determined by differential leveling
 EH0569.and adjusted in June 1991.
 EH0569
 EH0569.The geoid height was determined by GEOID03.
 EH0569
 EH0569.The dynamic height is computed by dividing the NAVD 88
 EH0569.geopotential number by the normal gravity value computed on the
 EH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0569.degrees latitude (g = 980.6199 gals.).
 EH0569
 EH0569.The modeled gravity was interpolated from observed gravity values.
 EH0569
 EH0569;                    North         East    Units  Estimated Accuracy
 EH0569;SPC MS W     -   539,760.      682,520.      MT  (+/- 180 meters Scaled)
 EH0569
 EH0569                          SUPERSEDED SURVEY CONTROL
 EH0569
 EH0569  NGVD 29 (??/??/??)   54.689  (m)          179.43   (f) ADJUSTED    1 2
 EH0569
 EH0569.Superseded values are not recommended for survey control.
 EH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0569.See file dsdata.txt to determine how the superseded data were derived.
 EH0569
 EH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU277057(NAD 83)
 EH0569_MARKER: DB = BENCH MARK DISK
 EH0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0569_STAMPING: E
 EH0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0569+STABILITY: SURFACE MOTION
 EH0569
 EH0569  HISTORY     - Date     Condition        Report By
 EH0569  HISTORY     - 1933     MONUMENTED       CGS
 EH0569  HISTORY     - 1973     GOOD             MSHD
 EH0569  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0569  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0569
 EH0569                          STATION DESCRIPTION
 EH0569
 EH0569'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0569'0.1 MI W FROM COAHOMA.
 EH0569'THE MARK IS LOCATED 0.1 MILE WEST OF COAHOMA ON THE SOUTH SIDE OF A
 EH0569'NARROW GRAVELED ROAD FORMERLY THE ICRR BRANCH LINE RAILROAD BED, 6.1
 EH0569'MILES SW OF LULA IN THE SE 1/4 OF SECTION 20, T 29N, R 3W. IT IS 43
 EH0569'FEET SOUTH OF THE CENTER OF A NARROW GRAVELED ROAD, 46.5 FEET NE OF
 EH0569'THE CENTER OF A DIM ROAD, 81.5 FEET WNW OF THE NW CORNER OF THE PORCH
 EH0569'OF A FRAME HOUSE, 75 FEET WEST OF A 16 INCH WALNUT, 24.5 FEET NE OF A
 EH0569'POWER POLE WITH GUY WIRES, 7 FEET NORTH OF A ROW OF POLES, 1 FOOT
 EH0569'SOUTH OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE
 EH0569'CONCRETE POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES. TO
 EH0569'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 ABOUT 2 MILES SE OF
 EH0569'LULA GO SW ON U.S. HIGHWAY 61 FOR 2.9 MILES TO A CROSSROAD. TURN RIGHT
 EH0569'AND GO SW ON A BLACK TOP ROAD FOR 1.3 MILES TO A T INTERSECTION. TURN
 EH0569'RIGHT AND GO WEST ON A BLACK TOP. NOTE-- THE MARK HAS BEEN RUN OVER BY
 EH0569'FARM EQUIPMENT SCARING THE DISK AND MARKING PART OF THE STAMPING NOT
 EH0569'LEGIBLE BUT THE MARK DOES NOT APPEAR TO HAVE MOVED.  THE BRANCH LINE
 EH0569'OF THE ICRR TRACK HAS BEEN REMOVED AND THE ROAD BED LEVELED INTO A
 EH0569'ROAD.
 EH0569
 EH0569                          STATION RECOVERY (2003)
 EH0569
 EH0569'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0569'MARK NOT FOUND.
 EH0569
 EH0569                          STATION RECOVERY (2008)
 EH0569
 EH0569'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0295 ***********************************************************************
 BW0295  DESIGNATION -  E 10
 BW0295  PID         -  BW0295
 BW0295  STATE/COUNTY-  MS/PIKE
 BW0295  USGS QUAD   -  HOLMESVILLE (1972)
 BW0295
 BW0295                         *CURRENT SURVEY CONTROL
 BW0295  ___________________________________________________________________
 BW0295* NAD 83(1986)-  31 10 33.     (N)    090 18 41.     (W)     SCALED    
 BW0295* NAVD 88     -        87.95   (+/-2cm)     288.5    (feet)  VERTCON   
 BW0295  ___________________________________________________________________
 BW0295  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW0295  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0295
 BW0295.The horizontal coordinates were scaled from a topographic map and have
 BW0295.an estimated accuracy of +/- 6 seconds.
 BW0295
 BW0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0295.The vertical order pertains to the NGVD 29 superseded value.
 BW0295
 BW0295.The geoid height was determined by GEOID03.
 BW0295
 BW0295;                    North         East    Units  Estimated Accuracy
 BW0295;SPC MS W     -   185,770.      702,090.      MT  (+/- 180 meters Scaled)
 BW0295
 BW0295                          SUPERSEDED SURVEY CONTROL
 BW0295
 BW0295  NGVD 29 (??/??/??)   87.967  (m)          288.61   (f) ADJUSTED    1 2
 BW0295
 BW0295.Superseded values are not recommended for survey control.
 BW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0295.See file dsdata.txt to determine how the superseded data were derived.
 BW0295
 BW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ562522(NAD 83)
 BW0295_MARKER: DB = BENCH MARK DISK
 BW0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0295_STAMPING: E 10 1934 288.694
 BW0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0295+STABILITY: SURFACE MOTION
 BW0295
 BW0295  HISTORY     - Date     Condition        Report By
 BW0295  HISTORY     - 1934     MONUMENTED       CGS
 BW0295  HISTORY     - 1968     GOOD             MSHD
 BW0295
 BW0295                          STATION DESCRIPTION
 BW0295
 BW0295'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0295'9.2 MI NE FROM MAGNOLIA.
 BW0295'THE MARK IS LOCATED 9.2 MILES NORTHEAST OF THE APPROXIMATE CENTER OF
 BW0295'MAGNOLIA IN THE NW ANGLE OF THE CROSSING OF THE FERNWOOD, COLUMBIA AND
 BW0295'GULF RAILROAD TRACK WITH A BLACKTOP ROAD AND IN THE SW ANGLE OF A T
 BW0295'INTERSECTION, 9.7 MILES SE OF MCCOMB IN THE SE 1/4 OF SECTION 32, T
 BW0295'3N, R 9E.  IT IS 44 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 11
 BW0295'FEET NORTH OF THE NORTH RAIL, 41 FEET WEST OF THE CENTER OF A BLACKTOP
 BW0295'ROAD, 49 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 32.5 FEET
 BW0295'SOUTHWEST OF A RAILROAD STOP SIGN, 80 FEET NORTHWEST OF A TELEPHONE
 BW0295'LINE POLE, 63 FEET NORTHEAST OF TELEPHONE LINE POLE NO. 348, 1 FOOT
 BW0295'WEST OF A METAL WITNESS POST, 9 FEET WEST OF THE WEST EDGE OF A DITCH,
 BW0295'SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BW0295'RAILROAD TRACK AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH FROM THE
 BW0295'U.S. POST OFFICE IN MCCOMB GO SE ON DELAWARE AVENUE FOR 0.3 MILE TO
 BW0295'THE INTERSECTION OF U.S. HIGHWAY 51 (FIVE WAY INTERSECTION). TURN
 BW0295'RIGHT (SOUTHEAST) AND CONTINUE ON U.S. HIGHWAY 51 (BROADWAY) FOR 1.0
 BW0295'MILE TO THE INTERSECTION OF U.S. HIGHWAY 98. TURN LEFT (NORTHEAST) AND
 BW0295'CONTINUE ON U.S. HIGHWAY 98 FOR 9.2 MILES TO A CROSSROADS. TURN RIGHT
 BW0295'(SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 0.5 MILE TO A RAILROAD
 BW0295'CROSSING AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2719 ***********************************************************************
 EH2719  DESIGNATION -  E 10 IP
 EH2719  PID         -  EH2719
 EH2719  STATE/COUNTY-  MS/PANOLA
 EH2719  USGS QUAD   -  CURTIS STATION (1983)
 EH2719
 EH2719                         *CURRENT SURVEY CONTROL
 EH2719  ___________________________________________________________________
 EH2719* NAD 83(1993)-  34 17 57.78333(N)    090 10 31.41189(W)     ADJUSTED  
 EH2719* NAVD 88     -        48.62   (+/-2cm)     159.5    (feet)  VERTCON   
 EH2719  ___________________________________________________________________
 EH2719  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 EH2719  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EH2719  HORZ ORDER  -  SECOND
 EH2719  VERT ORDER  -  THIRD ? (See Below)
 EH2719
 EH2719.The horizontal coordinates were established by classical geodetic methods
 EH2719.and adjusted by the National Geodetic Survey in May 1994.
 EH2719
 EH2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2719.The vertical order pertains to the NGVD 29 superseded value.
 EH2719
 EH2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2719
 EH2719.The geoid height was determined by GEOID03.
 EH2719
 EH2719;                    North         East     Units Scale Factor Converg.
 EH2719;SPC MS W     -   532,166.076   714,539.249   MT  0.99995260   +0 05 20.4
 EH2719;SPC MS W     - 1,745,948.20  2,344,284.19   sFT  0.99995260   +0 05 20.4
 EH2719;UTM  15      - 3,798,964.688   759,966.469   MT  1.00043314   +1 35 33.4
 EH2719
 EH2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2719!SPC MS W     -   0.99999654  x   0.99995260  =   0.99994914
 EH2719!UTM  15      -   0.99999654  x   1.00043314  =   1.00042968
 EH2719
 EH2719                          SUPERSEDED SURVEY CONTROL
 EH2719
 EH2719  NAD 83(1986)-  34 17 57.79400(N)    090 10 31.41082(W) AD(       ) 2
 EH2719  NAD 27      -  34 17 57.40200(N)    090 10 31.08000(W) AD(       ) 2
 EH2719  NGVD 29 (07/19/86)   48.66   (m)          159.6    (f) LEVELING    3  
 EH2719
 EH2719.Superseded values are not recommended for survey control.
 EH2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2719.See file dsdata.txt to determine how the superseded data were derived.
 EH2719
 EH2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5996698965(NAD 83)
 EH2719_MARKER: P = PIPE CAP
 EH2719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2719
 EH2719  HISTORY     - Date     Condition        Report By
 EH2719  HISTORY     - 1956     MONUMENTED       USE
 EH2719  HISTORY     - 1967     GOOD             MSHD
 EH2719
 EH2719                          STATION DESCRIPTION
 EH2719
 EH2719'DESCRIBED BY US ENGINEERS 1956 (FAR)
 EH2719'STATION IS ABOUT 6 MILES NORTHEAST OF MARKS, ON THE EAST SIDE
 EH2719'OF A NORTH-SOUTH GRAVEL ROAD AND IN SECTION 17, T. 9 S., R. 9 W.
 EH2719'
 EH2719'STATION IS A CORPS OF ENGINEERS U.S. ARMY BENCH MARK E-10 I.P.
 EH2719'1942, NO STAMPING ON MARK, IS A STANDARD VICKSBURG ENGINEER
 EH2719'DISTRICT BRASS CAP SET IN THE TOP OF A IRON PIPE WHICH PROJECTS
 EH2719'16 INCHES.  IT IS 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 EH2719'10 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE AND 4 FEET
 EH2719'WEST OF A FENCE LINE.
 EH2719'
 EH2719'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CARRIER,
 EH2719'DISTANCE BEING 261.69 FEET, (79.763 METERS) SOUTH OF THE STATION.
 EH2719
 EH2719                          STATION RECOVERY (1967)
 EH2719
 EH2719'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EH2719'THE STATION WAS VISITED 2-16-67 AND THE STATION WAS FOUND IN GOOD
 EH2719'CONDITION.
 EH2719'
 EH2719'THE STATION IS LOCATED APPROXIMATELY 12.8 MILES SOUTHWEST OF
 EH2719'BATESVILLE, 6 MILES NORTHEAST OF MARKS, 0.5 MILE NORTHEAST OF THE
 EH2719'PANOLA-QUITMAN COUNTY LINE, IN THE SW 1/4 OF SECTION 17, T9S,
 EH2719'R9W, AT THE SOUTH EDGE OF LAKE CARRIER ON LAND OWNED BY MR. TOM
 EH2719'KELSEY.  THE STATION IS A CORPS OF ENGINEERS U.S. ARMY BENCH MARK
 EH2719'E-10 I.P. 1942, NO STAMPING IS ON THE MARK.  IT IS A STANDARD
 EH2719'VICKSBURG ENGINEER DISTRICT BRASS CAP SET IN THE TOP OF AN IRON
 EH2719'PIPE WHICH PROJECTS 16 INCHES.
 EH2719'
 EH2719'TO REACH FROM THE U.S. POST OFFICE IN MARKS GO (NORTH) ON POPULAR
 EH2719'STREET FOR 0.1 MILE TO THE INTERSECTION OF MAIN STREET.  TURN
 EH2719'LEFT (WEST) AND CONTINUE ON MAIN STREET FOR 0.1 MILE TO THE
 EH2719'INTERSECTION OF MISSISSIPPI HIGHWAY 3.  TURN RIGHT (NORTH) AND
 EH2719'CONTINUE ON MISSISSIPPI HIGHWAY 3 FOR 0.3 MILE TO THE
 EH2719'INTERSECTION OF MISSISSIPPI HIGHWAY 6.  TURN RIGHT
 EH2719'(EAST-SOUTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 6
 EH2719'FOR 6.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT (NORTH) AND
 EH2719'CONTINUE ON AN ALL WEATHER ROAD FOR 1.1 MILES TO A
 EH2719'FORK JUST BEFORE REACHING A WOODEN BRIDGE OVER LAKE
 EH2719'CARRIER AND THE MARK ON THE RIGHT AS DESCRIBED.
 EH2719'
 EH2719'IT IS 91 FEET SOUTHEAST OF A POWER POLE, 47 FEET SOUTH OF THE
 EH2719'WEST END OF THE NORTH RAIL OF THE WOODEN BRIDGE, 30 FEET
 EH2719'NORTHEAST OF THE CENTER OF THE FORKS AND 0.6 FEET SOUTH OF
 EH2719'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0707 ***********************************************************************
 CO0707  DESIGNATION -  E 100
 CO0707  PID         -  CO0707
 CO0707  STATE/COUNTY-  MS/LEAKE
 CO0707  USGS QUAD   -  RENFROE (1989)
 CO0707
 CO0707                         *CURRENT SURVEY CONTROL
 CO0707  ___________________________________________________________________
 CO0707* NAD 83(1986)-  32 45 12.     (N)    089 28 37.     (W)     SCALED    
 CO0707* NAVD 88     -       118.536  (meters)     388.90   (feet)  ADJUSTED  
 CO0707  ___________________________________________________________________
 CO0707  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CO0707  DYNAMIC HT  -         118.403 (meters)     388.46  (feet)  COMP
 CO0707  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CO0707
 CO0707  VERT ORDER  -  SECOND    CLASS 0
 CO0707
 CO0707.The horizontal coordinates were scaled from a topographic map and have
 CO0707.an estimated accuracy of +/- 6 seconds.
 CO0707
 CO0707.The orthometric height was determined by differential leveling
 CO0707.and adjusted in June 1991.
 CO0707
 CO0707.The geoid height was determined by GEOID03.
 CO0707
 CO0707.The dynamic height is computed by dividing the NAVD 88
 CO0707.geopotential number by the normal gravity value computed on the
 CO0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0707.degrees latitude (g = 980.6199 gals.).
 CO0707
 CO0707.The modeled gravity was interpolated from observed gravity values.
 CO0707
 CO0707;                    North         East    Units  Estimated Accuracy
 CO0707;SPC MS E     -   360,870.      239,690.      MT  (+/- 180 meters Scaled)
 CO0707
 CO0707                          SUPERSEDED SURVEY CONTROL
 CO0707
 CO0707  NGVD 29 (??/??/92)  118.560  (m)          388.98   (f) ADJ UNCH    2 0
 CO0707
 CO0707.Superseded values are not recommended for survey control.
 CO0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0707.See file dsdata.txt to determine how the superseded data were derived.
 CO0707
 CO0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB679266(NAD 83)
 CO0707_MARKER: DB = BENCH MARK DISK
 CO0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0707_SP_SET: CONCRETE POST
 CO0707_STAMPING: E100 1935
 CO0707_MARK LOGO: CGS   
 CO0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0707+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1988
 CO0707
 CO0707  HISTORY     - Date     Condition        Report By
 CO0707  HISTORY     - 1935     MONUMENTED       CGS
 CO0707  HISTORY     - 19880727 GOOD             MSHD
 CO0707
 CO0707                          STATION DESCRIPTION
 CO0707
 CO0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0707'3.7 MI NE FROM CARTHAGE.
 CO0707'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 CO0707'CARTHAGE, LEAKE COUNTY, 105 FEET NORTHEAST OF A BRICK AND FRAME
 CO0707'FARMHOUSE, 30 FEET WEST OF AN ABANDONED SERVICE STATION, AND 30 FEET
 CO0707'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E
 CO0707'100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CO0707
 CO0707                          STATION RECOVERY (1988)
 CO0707
 CO0707'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0707'MARK IS LOCATED 5.96 KM (3.70 MI) EAST NORTHEAST OF CARTHAGE, ACROSS A
 CO0707'PAVED ROAD FROM THE BACK ENTRANCE TO LEAKE MEMORIAL GARDENS, IN THE
 CO0707'NORTHEAST QUARTER OF SECTION 4, T10 N, R8 E.
 CO0707'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND 35 IN CARTHAGE
 CO0707'GO EAST ON HIGHWAY 16 FOR 5.64 KM (3.50 MI) TO TO A CROSSROAD, TURN
 CO0707'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON
 CO0707'THE RIGHT.
 CO0707'MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 CO0707'PROJECTING 0.18 M (0.6 FT). IT IS 24.84 M (81.5 FT) NORTHEAST OF THE
 CO0707'NORTHEAST BRICK COLUMN OF A FRAME HOUSE, 16.46 M (54.0 FT) EAST OF A
 CO0707'42 INCH OAK, 14.94 M (49.0 FT) SOUTH OF THE WEST GATE POST AT THE
 CO0707'ENTRANCE TO THE CEMETERY, 7.62 M (25.0 FT) SOUTH OF THE CENTER OF A
 CO0707'PAVED ROAD, 2.74 M (9.0 FT) NORTHEAST OF A LAMP POLE, 2.44 M (8.0 FT)
 CO0707'NORTH NORTHWEST OF A WOODEN FENCE AND 0.3 M (1.0 FT) SOUTH OF A METAL
 CO0707'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0757 ***********************************************************************
 DJ0757  DESIGNATION -  E 102
 DJ0757  PID         -  DJ0757
 DJ0757  STATE/COUNTY-  MS/WINSTON
 DJ0757  USGS QUAD   -  BOON (1982)
 DJ0757
 DJ0757                         *CURRENT SURVEY CONTROL
 DJ0757  ___________________________________________________________________
 DJ0757* NAD 83(1986)-  33 06 03.     (N)    088 57 16.     (W)     SCALED    
 DJ0757* NAVD 88     -       146.834  (meters)     481.74   (feet)  ADJUSTED  
 DJ0757  ___________________________________________________________________
 DJ0757  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ0757  DYNAMIC HT  -         146.668 (meters)     481.19  (feet)  COMP
 DJ0757  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 DJ0757
 DJ0757  VERT ORDER  -  SECOND    CLASS 0
 DJ0757
 DJ0757.The horizontal coordinates were scaled from a topographic map and have
 DJ0757.an estimated accuracy of +/- 6 seconds.
 DJ0757
 DJ0757.The orthometric height was determined by differential leveling
 DJ0757.and adjusted in June 1991.
 DJ0757
 DJ0757.The geoid height was determined by GEOID03.
 DJ0757
 DJ0757.The dynamic height is computed by dividing the NAVD 88
 DJ0757.geopotential number by the normal gravity value computed on the
 DJ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0757.degrees latitude (g = 980.6199 gals.).
 DJ0757
 DJ0757.The modeled gravity was interpolated from observed gravity values.
 DJ0757
 DJ0757;                    North         East    Units  Estimated Accuracy
 DJ0757;SPC MS E     -   399,230.      288,700.      MT  (+/- 180 meters Scaled)
 DJ0757
 DJ0757                          SUPERSEDED SURVEY CONTROL
 DJ0757
 DJ0757  NGVD 29 (??/??/92)  146.806  (m)          481.65   (f) ADJ UNCH    2 0
 DJ0757
 DJ0757.Superseded values are not recommended for survey control.
 DJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0757.See file dsdata.txt to determine how the superseded data were derived.
 DJ0757
 DJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB176641(NAD 83)
 DJ0757_MARKER: DB = BENCH MARK DISK
 DJ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0757_STAMPING: E 102 1935
 DJ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0757+STABILITY: SURFACE MOTION
 DJ0757
 DJ0757  HISTORY     - Date     Condition        Report By
 DJ0757  HISTORY     - 1935     MONUMENTED       CGS
 DJ0757  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0757
 DJ0757                          STATION DESCRIPTION
 DJ0757
 DJ0757'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0757'6.5 MI E FROM LOUISVILLE.
 DJ0757'6.5 MILES EAST ALONG STATE HIGHWAY 14 FROM THE HIGH SCHOOL AT
 DJ0757'LOUISVILLE, WINSTON COUNTY, 48 FEET SOUTH AND 30 FEET EAST OF THE
 DJ0757'SOUTHWEST CORNER OF THE FAIR CO. COTTON GIN, AND 30 FEET NORTH OF THE
 DJ0757'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 102 1935 AND
 DJ0757'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0156 ***********************************************************************
 CO0156  DESIGNATION -  E 103
 CO0156  PID         -  CO0156
 CO0156  STATE/COUNTY-  MS/GREENE
 CO0156  USGS QUAD   -  BOLIGEE (1987)
 CO0156
 CO0156                         *CURRENT SURVEY CONTROL
 CO0156  ___________________________________________________________________
 CO0156* NAD 83(1986)-  32 50 18.     (N)    088 04 44.     (W)     SCALED    
 CO0156* NAVD 88     -        37.483  (meters)     122.98   (feet)  ADJUSTED  
 CO0156  ___________________________________________________________________
 CO0156  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO0156  DYNAMIC HT  -          37.441 (meters)     122.84  (feet)  COMP
 CO0156  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CO0156
 CO0156  VERT ORDER  -  SECOND    CLASS 0
 CO0156
 CO0156.The horizontal coordinates were scaled from a topographic map and have
 CO0156.an estimated accuracy of +/- 6 seconds.
 CO0156
 CO0156.The orthometric height was determined by differential leveling
 CO0156.and adjusted in June 1991.
 CO0156
 CO0156.The geoid height was determined by GEOID03.
 CO0156
 CO0156.The dynamic height is computed by dividing the NAVD 88
 CO0156.geopotential number by the normal gravity value computed on the
 CO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0156.degrees latitude (g = 980.6199 gals.).
 CO0156
 CO0156.The modeled gravity was interpolated from observed gravity values.
 CO0156
 CO0156;                    North         East    Units  Estimated Accuracy
 CO0156;SPC MS E     -   370,360.      370,630.      MT  (+/- 180 meters Scaled)
 CO0156
 CO0156                          SUPERSEDED SURVEY CONTROL
 CO0156
 CO0156  NGVD 29 (??/??/92)   37.461  (m)          122.90   (f) ADJ UNCH    2 0
 CO0156
 CO0156.Superseded values are not recommended for survey control.
 CO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0156.See file dsdata.txt to determine how the superseded data were derived.
 CO0156
 CO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB990338(NAD 83)
 CO0156_MARKER: DB = BENCH MARK DISK
 CO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0156_SP_SET: CONCRETE POST
 CO0156_STAMPING: E 103 1935
 CO0156_MARK LOGO: CGS   
 CO0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0156+STABILITY: SURFACE MOTION
 CO0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0156+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 CO0156
 CO0156  HISTORY     - Date     Condition        Report By
 CO0156  HISTORY     - 1935     MONUMENTED       CGS
 CO0156  HISTORY     - 19930804 GOOD             MSHD
 CO0156
 CO0156                          STATION DESCRIPTION
 CO0156
 CO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0156'1.8 MI S FROM MOUNT HEBRON.
 CO0156'1.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 CO0156'STATION AT MOUNT HEBRON, GREENE COUNTY, 1 POLE SOUTHEAST OF POLE
 CO0156'701+20, 1 POLE SOUTHEAST OF A TRESTLE AT MILEAGE 701.7, AT A FARM-ROAD
 CO0156'CROSSING, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 15
 CO0156'FEET NORTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED E 103 1935 AND
 CO0156'SET IN THE TOP OF A CONCRETE POST.
 CO0156
 CO0156                          STATION RECOVERY (1993)
 CO0156
 CO0156'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 CO0156'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF LOURIN, IN THE
 CO0156'SOUTHWEST ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK WITH A
 CO0156'DIM ROAD, 4.0 MI (6.4 KM) NORTH OF BAY SPRINGS AND IS IN SECTION 4, T
 CO0156'2N, R 10E.
 CO0156'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 18 IN BAY
 CO0156'SPRINGS, GO NORTH ON STATE HIGHWAY 15 FOR 4.6 MI (7.4 KM) TO A
 CO0156'CROSSROADS, TURN LEFT AND GO WEST AND NORTH ON A GRAVEL ROAD FOR 0.2
 CO0156'MI, THENCE WESTERLY CROSS COUNTRY FOR 0.1 MI (0.2 KM) TO THE RAILROAD
 CO0156'TRACK AND THE MARK AS DESCRIBED.
 CO0156'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 CO0156'WITH THE GROUND, 45.0 FT (13.7 M) WEST OF THE WEST RAIL, 25.0 FT
 CO0156'(7.6 M) SOUTH OF THE CENTER OF THE DIM ROAD, 12.0 FT (3.7 M) SOUTEAST
 CO0156'OF A RAILROAD IRON PROJECTING ABOUT 7.0 FT, 5.3 FT (1.6 M) EAST OF A
 CO0156'FENCE AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0813 ***********************************************************************
 CO0813  DESIGNATION -  E 103
 CO0813  PID         -  CO0813
 CO0813  STATE/COUNTY-  MS/JASPER
 CO0813  USGS QUAD   -  LOUIN (1982)
 CO0813
 CO0813                         *CURRENT SURVEY CONTROL
 CO0813  ___________________________________________________________________
 CO0813* NAD 83(1986)-  32 02 10.     (N)    089 16 30.     (W)     SCALED    
 CO0813* NAVD 88     -       127.50   (+/-2cm)     418.3    (feet)  VERTCON   
 CO0813  ___________________________________________________________________
 CO0813  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CO0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0813
 CO0813.The horizontal coordinates were scaled from a topographic map and have
 CO0813.an estimated accuracy of +/- 6 seconds.
 CO0813
 CO0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0813.The vertical order pertains to the NGVD 29 superseded value.
 CO0813
 CO0813.The geoid height was determined by GEOID03.
 CO0813
 CO0813;                    North         East    Units  Estimated Accuracy
 CO0813;SPC MS E     -   281,240.      258,280.      MT  (+/- 180 meters Scaled)
 CO0813
 CO0813                          SUPERSEDED SURVEY CONTROL
 CO0813
 CO0813  NGVD 29 (??/??/92)  127.497  (m)          418.30   (f) ADJ UNCH    2 0
 CO0813
 CO0813.Superseded values are not recommended for survey control.
 CO0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0813.See file dsdata.txt to determine how the superseded data were derived.
 CO0813
 CO0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA851467(NAD 83)
 CO0813_MARKER: DB = BENCH MARK DISK
 CO0813_SETTING: 0 = UNSPECIFIED SETTING
 CO0813_STAMPING: E 103 1935
 CO0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0813+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 CO0813
 CO0813  HISTORY     - Date     Condition        Report By
 CO0813  HISTORY     - 1935     MONUMENTED       CGS
 CO0813  HISTORY     - 1966     GOOD             MSHD
 CO0813  HISTORY     - 20080201 GOOD             MSDOT
 CO0813
 CO0813                          STATION DESCRIPTION
 CO0813
 CO0813'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0813'4.6 MI N FROM BAY SPRINGS.
 CO0813'TO REACH FROM THE U.S. POST OFFICE IN BAY SPRINGS GO WEST ON HIGHWAY
 CO0813'18 FOR 0.1 MILES TO THE INTERSECTION OF HIGHWAY 15, TURN RIGHT AND GO
 CO0813'4.6 MILES TO A GRAVEL CROSSROADS, TURN LEFT AND GO 0.2 MILES TO A SIDE
 CO0813'ROAD LEFT, TURN LEFT AND GO 0.1 MILES ACROSS THE RAILROAD TRACK TO THE
 CO0813'MARK ON THE LEFT.  IT IS 45 FEET WEST OF WEST RAIL, 25 FEET SOUTH OF
 CO0813'THE CENTER OF THE ROAD, 12 FEET SOUTHEAST OF A RAILROAD STOP SIGN AND
 CO0813'1 FOOT SOUTH OF A METAL WITNESS POST.
 CO0813
 CO0813                          STATION RECOVERY (2008)
 CO0813
 CO0813'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 CO0813'THE GRAVEL ROAD HAS BEEN PAVED AND NAMED CR1533
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0601 ***********************************************************************
 BV0601  DESIGNATION -  E 104
 BV0601  PID         -  BV0601
 BV0601  STATE/COUNTY-  MS/JONES
 BV0601  USGS QUAD   -  OVETT (1985)
 BV0601
 BV0601                         *CURRENT SURVEY CONTROL
 BV0601  ___________________________________________________________________
 BV0601* NAD 83(1986)-  31 28 50.     (N)    089 02 06.     (W)     SCALED    
 BV0601* NAVD 88     -        56.021  (meters)     183.80   (feet)  ADJUSTED  
 BV0601  ___________________________________________________________________
 BV0601  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BV0601  DYNAMIC HT  -          55.954 (meters)     183.58  (feet)  COMP
 BV0601  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BV0601
 BV0601  VERT ORDER  -  SECOND    CLASS 0
 BV0601
 BV0601.The horizontal coordinates were scaled from a topographic map and have
 BV0601.an estimated accuracy of +/- 6 seconds.
 BV0601
 BV0601.The orthometric height was determined by differential leveling
 BV0601.and adjusted in May 1996.
 BV0601
 BV0601.The geoid height was determined by GEOID03.
 BV0601
 BV0601.The dynamic height is computed by dividing the NAVD 88
 BV0601.geopotential number by the normal gravity value computed on the
 BV0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0601.degrees latitude (g = 980.6199 gals.).
 BV0601
 BV0601.The modeled gravity was interpolated from observed gravity values.
 BV0601
 BV0601;                    North         East    Units  Estimated Accuracy
 BV0601;SPC MS E     -   219,570.      280,840.      MT  (+/- 180 meters Scaled)
 BV0601
 BV0601                          SUPERSEDED SURVEY CONTROL
 BV0601
 BV0601  NGVD 29 (??/??/92)   56.016  (m)          183.78   (f) ADJ UNCH    2 0
 BV0601
 BV0601.Superseded values are not recommended for survey control.
 BV0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0601.See file dsdata.txt to determine how the superseded data were derived.
 BV0601
 BV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV066846(NAD 83)
 BV0601_MARKER: DB = BENCH MARK DISK
 BV0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0601_SP_SET: CONCRETE POST
 BV0601_STAMPING: E 104 1935
 BV0601_MARK LOGO: CGS   
 BV0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0601+STABILITY: SURFACE MOTION
 BV0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0601+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1987
 BV0601
 BV0601  HISTORY     - Date     Condition        Report By
 BV0601  HISTORY     - 1935     MONUMENTED       CGS
 BV0601  HISTORY     - 1957     GOOD             NGS
 BV0601  HISTORY     - 1964     GOOD             NGS
 BV0601  HISTORY     - 19870211 GOOD             MSHD
 BV0601
 BV0601                          STATION DESCRIPTION
 BV0601
 BV0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0601'IN OVETT.
 BV0601'LOCATED AT OVETT, ALONG THE GULF MOBILE AND NORTHERN RAILROAD, BETWEEN
 BV0601'THE MAIN TRACK AND THE EAST SIDE TRACK, 79.8 FEET SOUTH OF THE
 BV0601'SOUTHWEST CORNER OF THE WAITING STATION, 42 FEET SOUTH OF THE CENTER
 BV0601'OF THE ROAD, 44 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 25
 BV0601'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2 FEET WEST OF THE WEST
 BV0601'RAIL OF THE EAST SIDE TRACK AND 2.3 FEET WEST OF POWER POLE NO. 4621.
 BV0601'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 BV0601'WITH THE TRACK AND 1 FOOT BELOW THE LEVEL OF THE DEBRIS LEFT FROM
 BV0601'LOADING PULP WOOD.  NOTE-- A SMALL PORTION OF THE DISK IS GONE AND THE
 BV0601'NORTH SIDE OF THE MARK IS CHIPPED.  USE THIS MARK WITH CAUTION.
 BV0601
 BV0601                          STATION RECOVERY (1964)
 BV0601
 BV0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0601'RECOVERED IN GOOD CONDITION.
 BV0601
 BV0601                          STATION RECOVERY (1987)
 BV0601
 BV0601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0601'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0601'MARK IS LOCATED 17.06 KM (10.60 MI) NORTHWEST OF RICHTON IN THE
 BV0601'COMMUNITY OF OVETT IN SECTION 18, T6N, R10W.  TO REACH FROM THE POST
 BV0601'OFFICE IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR 17.54 KM
 BV0601'(10.90 MI) TO A CROSSROAD, TURN LEFT AND GO WEST ON A PAVED ROAD FOR
 BV0601'1.77 KM (1.10 MI) TO A SIDE ROAD LEFT IN OVETT, TURN LEFT AND GO
 BV0601'SOUTHEAST ON A PAVED ROAD FOR 0.16 KM (0.10 MI)  TO THE MARK OF THE
 BV0601'LEFT.  AS STATED IN THE PREVIOUS RECOVERIES A PORTION OF THE DISK IS
 BV0601'MISSING AND THE NORTH SIDE OF THE MARK IS CHIPPED.  MARK IS A STANDARD
 BV0601'DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BV0601'IT IS 11.89 M (39.0 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 8.53
 BV0601'M (28.0 FT) NORTHEAST OF THE CENTER OF THE ABANDONED RAILROAD BED AND
 BV0601'0.30 M (1.0 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0849 ***********************************************************************
 CO0849  DESIGNATION -  E 105
 CO0849  PID         -  CO0849
 CO0849  STATE/COUNTY-  MS/SMITH
 CO0849  USGS QUAD   -  HOMEWOOD (1968)
 CO0849
 CO0849                         *CURRENT SURVEY CONTROL
 CO0849  ___________________________________________________________________
 CO0849* NAD 83(1986)-  32 11 00.     (N)    089 30 33.     (W)     SCALED    
 CO0849* NAVD 88     -       166.07   (+/-2cm)     544.8    (feet)  VERTCON   
 CO0849  ___________________________________________________________________
 CO0849  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CO0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0849
 CO0849.The horizontal coordinates were scaled from a topographic map and have
 CO0849.an estimated accuracy of +/- 6 seconds.
 CO0849
 CO0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0849.The vertical order pertains to the NGVD 29 superseded value.
 CO0849
 CO0849.The geoid height was determined by GEOID03.
 CO0849
 CO0849;                    North         East    Units  Estimated Accuracy
 CO0849;SPC MS E     -   297,680.      236,270.      MT  (+/- 180 meters Scaled)
 CO0849
 CO0849                          SUPERSEDED SURVEY CONTROL
 CO0849
 CO0849  NGVD 29 (??/??/92)  166.058  (m)          544.81   (f) ADJ UNCH    2 0
 CO0849
 CO0849.Superseded values are not recommended for survey control.
 CO0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0849.See file dsdata.txt to determine how the superseded data were derived.
 CO0849
 CO0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA634635(NAD 83)
 CO0849_MARKER: DB = BENCH MARK DISK
 CO0849_SETTING: 0 = UNSPECIFIED SETTING
 CO0849_STAMPING: E 105 1935
 CO0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0849
 CO0849  HISTORY     - Date     Condition        Report By
 CO0849  HISTORY     - 1935     MONUMENTED       CGS
 CO0849  HISTORY     - 1966     GOOD             MSHD
 CO0849  HISTORY     - 20020410 MARK NOT FOUND   CRAFT
 CO0849
 CO0849                          STATION DESCRIPTION
 CO0849
 CO0849'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0849'12 MI N FROM RALEIGH.
 CO0849'TO REACH FROM THE COURTHOUSE IN RALEIGH GO NORTH ON HIGHWAY 35 FOR
 CO0849'11.95 MILES TO A DRIVEWAY AND THE MARK ON THE RIGHT AS DESCRIBED.  IT
 CO0849'IS 160 FEET NORTH OF THE CROSSROADS AT LORENA, 46.5 FEET SOUTH OF THE
 CO0849'CENTER OF THE WELL ON MR. LANES PROPERTY, 32 FEET NORTHWEST OF A POWER
 CO0849'POLE WITH A TRANSFORMER ON IT, 32 FEET EAST OF CENTER OF HIGHWAY 35,
 CO0849'AND 22 FEET NORTH OF THE DRIVEWAY.  NOTE-- MARK MAY ALSO BE REACHED BY
 CO0849'GOING 12.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF
 CO0849'U.S. HWY. 80 AND STATE HWY. 35 IN FOREST, IN THE NORTHEAST ANGLE OF
 CO0849'THE CROSSROADS AT LORENA.
 CO0849
 CO0849                          STATION RECOVERY (2002)
 CO0849
 CO0849'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CO0849'APPARENTLY DESTROYED BY MDOT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0447 ***********************************************************************
 BV0447  DESIGNATION -  E 107
 BV0447  PID         -  BV0447
 BV0447  STATE/COUNTY-  MS/CLARKE
 BV0447  USGS QUAD   -  HEIDELBERG (1982)
 BV0447
 BV0447                         *CURRENT SURVEY CONTROL
 BV0447  ___________________________________________________________________
 BV0447* NAD 83(1986)-  31 58 38.     (N)    088 54 24.     (W)     SCALED    
 BV0447* NAVD 88     -        92.79   (+/-2cm)     304.4    (feet)  VERTCON   
 BV0447  ___________________________________________________________________
 BV0447  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BV0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0447
 BV0447.The horizontal coordinates were scaled from a topographic map and have
 BV0447.an estimated accuracy of +/- 6 seconds.
 BV0447
 BV0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0447.The vertical order pertains to the NGVD 29 superseded value.
 BV0447
 BV0447.The geoid height was determined by GEOID03.
 BV0447
 BV0447;                    North         East    Units  Estimated Accuracy
 BV0447;SPC MS E     -   274,630.      293,070.      MT  (+/- 180 meters Scaled)
 BV0447
 BV0447                          SUPERSEDED SURVEY CONTROL
 BV0447
 BV0447  NGVD 29 (??/??/92)   92.783  (m)          304.41   (f) ADJ UNCH    2 0
 BV0447
 BV0447.Superseded values are not recommended for survey control.
 BV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0447.See file dsdata.txt to determine how the superseded data were derived.
 BV0447
 BV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA198394(NAD 83)
 BV0447_MARKER: DB = BENCH MARK DISK
 BV0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0447_SP_SET: CONCRETE POST
 BV0447_STAMPING: E 107 1935
 BV0447_MARK LOGO: CGS   
 BV0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0447+STABILITY: SURFACE MOTION
 BV0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0447+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1991
 BV0447
 BV0447  HISTORY     - Date     Condition        Report By
 BV0447  HISTORY     - 1935     MONUMENTED       CGS
 BV0447  HISTORY     - 1964     GOOD             MSHD
 BV0447  HISTORY     - 19910408 GOOD             MSHD
 BV0447
 BV0447                          STATION DESCRIPTION
 BV0447
 BV0447'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0447'4.6 MI SW FROM PACHUTA.
 BV0447'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 18 AND U.S.
 BV0447'HIGHWAY 11 AT PACHUTA, GO SOUTH ON U.S. HIGHWAY 11 FOR 4.6 MILES TO
 BV0447'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 BV0447'ROUND CONCRETE POST.  IT IS 84 FEET WEST OF THE CENTERLINE OF U.S.
 BV0447'HIGHWAY 11, 44 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 30 FEET EAST
 BV0447'OF THE EAST RAIL, 4 FEET BELOW THE LEVEL OF THE TRACK, AND PROJECTS 2
 BV0447'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 BV0447
 BV0447                          STATION RECOVERY (1991)
 BV0447
 BV0447'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0447'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF PACHUTA, ON THE
 BV0447'NORFORK SOUTHERN RAILROAD R.O.W. AND IS IN SECTION 30, T 2N R 14E.
 BV0447'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 18
 BV0447'IN PACHUTA, GO SOUTH ON U.S. HIGHWAY 11 FOR 3.9 MI (6.3 KM) TO A
 BV0447'CROSSROAD, CONTINUE SOUTH ON U.S. HIGHWAY 11 FOR 0.7 MI (1.1 KM) TO
 BV0447'THE MARK ON THE RIGHT.
 BV0447'MARK IS A MSHD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT
 BV0447'5.0 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES,
 BV0447'84.0 FT (25.6 M) WEST OF THE CENTER OF HIGHWAY 11, 40.5 FT (12.3 M)
 BV0447'NORTHWEST OF A 20 INCH PINE WITH A METAL WITNESS SIGN ON IT, 30.0 FT
 BV0447'(9.1 M) EAST OF THE EAST RAIL, 22.0 FT (6.7 M) SOUTH OF THE CENTER OF
 BV0447'A TRACK ROAD AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0631 ***********************************************************************
 BV0631  DESIGNATION -  E 108
 BV0631  PID         -  BV0631
 BV0631  STATE/COUNTY-  MS/LAMAR
 BV0631  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0631
 BV0631                         *CURRENT SURVEY CONTROL
 BV0631  ___________________________________________________________________
 BV0631* NAD 83(1986)-  31 21 13.     (N)    089 27 12.     (W)     SCALED    
 BV0631* NAVD 88     -       102.69   (+/-2cm)     336.9    (feet)  VERTCON   
 BV0631  ___________________________________________________________________
 BV0631  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BV0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0631
 BV0631.The horizontal coordinates were scaled from a topographic map and have
 BV0631.an estimated accuracy of +/- 6 seconds.
 BV0631
 BV0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0631.The vertical order pertains to the NGVD 29 superseded value.
 BV0631
 BV0631.The geoid height was determined by GEOID03.
 BV0631
 BV0631;                    North         East    Units  Estimated Accuracy
 BV0631;SPC MS E     -   205,650.      241,010.      MT  (+/- 180 meters Scaled)
 BV0631
 BV0631                          SUPERSEDED SURVEY CONTROL
 BV0631
 BV0631  NGVD 29 (??/??/92)  102.705  (m)          336.96   (f) ADJ UNCH    2 0
 BV0631
 BV0631.Superseded values are not recommended for survey control.
 BV0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0631.See file dsdata.txt to determine how the superseded data were derived.
 BV0631
 BV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV666713(NAD 83)
 BV0631_MARKER: DB = BENCH MARK DISK
 BV0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0631_STAMPING: E 108 1935
 BV0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0631+STABILITY: SURFACE MOTION
 BV0631
 BV0631  HISTORY     - Date     Condition        Report By
 BV0631  HISTORY     - 1935     MONUMENTED       CGS
 BV0631  HISTORY     - 1964     GOOD             MSHD
 BV0631
 BV0631                          STATION DESCRIPTION
 BV0631
 BV0631'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0631'12.9 MI SE FROM HATTIESBURG.
 BV0631'TO REACH FROM THE RAILWAY STATION IN SUMRALL GO SOUTHEAST ON STATE
 BV0631'HIGHWAY 589 FOR 5.85 MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT,
 BV0631'EAST AND GO 7.05 MILES TO A PRIVATE ROAD ON THE LEFT, TURN LEFT, NORTH
 BV0631'AND GO 0.35 MILE TO THE RAILROAD AND THE MARK.  THE MARK IS A DISK SET
 BV0631'IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 60 FEET NORTHEAST
 BV0631'OF THE FOURTH POST EAST OF MILEPOST 11, AT A ROAD CROSSING, 75 FEET
 BV0631'NORTHWEST OF THE CENTER OF THE CROSSING, AND 66 FEET NORTH OF THE
 BV0631'CENTERLINE OF THE MAIN TRACK ABOUT LEVEL WITH THE TRACK AND PROJECTS 3
 BV0631'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2017 ***********************************************************************
 BW2017  DESIGNATION -  E 109
 BW2017  PID         -  BW2017
 BW2017  STATE/COUNTY-  MS/LAWRENCE
 BW2017  USGS QUAD   -  MONTICELLO (1970)
 BW2017
 BW2017                         *CURRENT SURVEY CONTROL
 BW2017  ___________________________________________________________________
 BW2017* NAD 83(1986)-  31 37 11.     (N)    090 01 20.     (W)     SCALED    
 BW2017* NAVD 88     -       100.55   (+/-2cm)     329.9    (feet)  VERTCON   
 BW2017  ___________________________________________________________________
 BW2017  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW2017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW2017
 BW2017.The horizontal coordinates were scaled from a topographic map and have
 BW2017.an estimated accuracy of +/- 6 seconds.
 BW2017
 BW2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2017.The vertical order pertains to the NGVD 29 superseded value.
 BW2017
 BW2017.The geoid height was determined by GEOID03.
 BW2017
 BW2017;                    North         East    Units  Estimated Accuracy
 BW2017;SPC MS W     -   235,030.      729,520.      MT  (+/- 180 meters Scaled)
 BW2017
 BW2017                          SUPERSEDED SURVEY CONTROL
 BW2017
 BW2017  NGVD 29 (??/??/92)  100.555  (m)          329.90   (f) ADJ UNCH    2 0
 BW2017
 BW2017.Superseded values are not recommended for survey control.
 BW2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2017.See file dsdata.txt to determine how the superseded data were derived.
 BW2017
 BW2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR824021(NAD 83)
 BW2017_MARKER: DB = BENCH MARK DISK
 BW2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2017_STAMPING: 329.904 E 109 1935
 BW2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2017+STABILITY: SURFACE MOTION
 BW2017
 BW2017  HISTORY     - Date     Condition        Report By
 BW2017  HISTORY     - 1935     MONUMENTED       CGS
 BW2017  HISTORY     - 1972     GOOD             MSHD
 BW2017
 BW2017                          STATION DESCRIPTION
 BW2017
 BW2017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BW2017'1.7 MI NW FROM SILVER CREEK.
 BW2017'THE MARK IS LOCATED 1.7 MILES NORTHWEST OF SILVER CREEK IN THE WEST
 BW2017'ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A
 BW2017'GRAVELED ROAD, 6.8 MILES NORTHEAST OF MONTICELLO IN THE NORTHWEST 1/4
 BW2017'OF SECTION 33, T 8N, R 2OW.  IT IS 49 FEET NORTHWEST OF THE CENTER OF
 BW2017'A GRAVELED ROAD, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43 FEET
 BW2017'NORTHWEST OF THE NORTH CORNER OF A WOODEN BRIDGE, 62.5 FEET NORTHWEST
 BW2017'OF A RAILROAD STOP SIGN, 106 FEET SOUTHWEST OF A TELEPHONE CABLE POLE
 BW2017'AT THE END OF THE CABLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET
 BW2017'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE
 BW2017'LEVEL OF THE TRACK AND PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION
 BW2017'OF STATE HIGHWAY 43 AND U.S. HIGHWAY 84 AT SILVER CREEK GO NORTH ON
 BW2017'STATE HIGHWAY 43 FOR 0.75 MILES TO A SIDE ROAD LEFT JUST BEYOND A
 BW2017'RAILROAD CROSSING.  TURN LEFT AND GO NORTHWEST ON A BLACK TOP ROAD FOR
 BW2017'0.65 MILES TO SIDE ROAD RIGHT IN A CURVE.  CONTINUE WEST ON A BLACK
 BW2017'TOP ROAD FOR 0.6 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON
 BW2017'A BLACK TOP ROAD FOR 0.55 MILES TO A RAILROAD CROSSING AND THE MARK ON
 BW2017'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0861 ***********************************************************************
 BV0861  DESIGNATION -  E 11
 BV0861  PID         -  BV0861
 BV0861  STATE/COUNTY-  MS/MARION
 BV0861  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0861
 BV0861                         *CURRENT SURVEY CONTROL
 BV0861  ___________________________________________________________________
 BV0861* NAD 83(1986)-  31 15 16.     (N)    089 50 07.     (W)     SCALED    
 BV0861* NAVD 88     -        47.77   (+/-2cm)     156.7    (feet)  VERTCON   
 BV0861  ___________________________________________________________________
 BV0861  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BV0861  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0861
 BV0861.The horizontal coordinates were scaled from a topographic map and have
 BV0861.an estimated accuracy of +/- 6 seconds.
 BV0861
 BV0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0861.The vertical order pertains to the NGVD 29 superseded value.
 BV0861
 BV0861.The geoid height was determined by GEOID03.
 BV0861
 BV0861;                    North         East    Units  Estimated Accuracy
 BV0861;SPC MS W     -   194,590.      747,440.      MT  (+/- 180 meters Scaled)
 BV0861
 BV0861                          SUPERSEDED SURVEY CONTROL
 BV0861
 BV0861  NGVD 29 (??/??/92)   47.809  (m)          156.85   (f) ADJ UNCH    1 2
 BV0861
 BV0861.Superseded values are not recommended for survey control.
 BV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0861.See file dsdata.txt to determine how the superseded data were derived.
 BV0861
 BV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV299612(NAD 83)
 BV0861_MARKER: DB = BENCH MARK DISK
 BV0861_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BV0861+WITH SETTING: PAVEMENT
 BV0861_SP_SET: FOUNDATION
 BV0861_STAMPING: E 11 1934 156.853
 BV0861_MARK LOGO: CGS   
 BV0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0861+STABILITY: SURFACE MOTION
 BV0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0861+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 BV0861
 BV0861  HISTORY     - Date     Condition        Report By
 BV0861  HISTORY     - 1934     MONUMENTED       CGS
 BV0861  HISTORY     - 1969     GOOD             MSHD
 BV0861  HISTORY     - 19920203 GOOD             NGS
 BV0861
 BV0861                          STATION DESCRIPTION
 BV0861
 BV0861'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0861'IN COLUMBIA.
 BV0861'THE MARK IS LOCATED NEAR THE CENTER OF THE SOUTH CONCRETE BALUSTRADE
 BV0861'AT THE ENTRANCE TO THE POST OFFICE IN COLUMBIA.  IT IS 14.5 FEET SOUTH
 BV0861'OF THE CENTER OF THE ENTRANCE TO THE POST OFFICE, 51 FEET WEST OF THE
 BV0861'CENTER OF MAIN STREET, 1 FOOT EAST OF THE MOST SOUTHERN OF FOUR
 BV0861'COLUMNS, 3.9 FEET WEST OF A LAMP, SET IN A DRILLED HOLE NEAR THE
 BV0861'CENTER OF THE SOUTH CONCRETE BALUSTRADE AND IS ABOUT 3 FEET ABOVE THE
 BV0861'GROUND.
 BV0861
 BV0861                          STATION RECOVERY (1992)
 BV0861
 BV0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BV0861'IN COLUMBIA, IN TOP OF AND NEAR THE CENTER OF A CONCRETE FOUNDATION
 BV0861'FOR THE SOUTH COLUMN AT THE EAST ENTRANCE TO THE POST OFFICE AT 815
 BV0861'MAIN STREET, 15.6 M (51.2 FT) WEST OF THE CENTERLINE OF THE STREET,
 BV0861'4.5 M (14.8 FT) SOUTH OF THE CENTER OF THE ENTRANCE, 1.7 M (5.6 FT)
 BV0861'WEST OF THE EAST EDGE OF THE FOUNDATION, 0.9 M (3.0 FT) ABOVE THE
 BV0861'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) EAST OF THE EAST FACE OF THE
 BV0861'COLUMN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1017 ***********************************************************************
 BV1017  DESIGNATION -  E 110
 BV1017  PID         -  BV1017
 BV1017  STATE/COUNTY-  MS/LAWRENCE
 BV1017  USGS QUAD   -  NEW HEBRON (1982)
 BV1017
 BV1017                         *CURRENT SURVEY CONTROL
 BV1017  ___________________________________________________________________
 BV1017* NAD 83(1986)-  31 43 50.     (N)    089 58 36.     (W)     SCALED    
 BV1017* NAVD 88     -       110.50   (+/-2cm)     362.5    (feet)  VERTCON   
 BV1017  ___________________________________________________________________
 BV1017  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1017
 BV1017.The horizontal coordinates were scaled from a topographic map and have
 BV1017.an estimated accuracy of +/- 6 seconds.
 BV1017
 BV1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1017.The vertical order pertains to the NGVD 29 superseded value.
 BV1017
 BV1017.The geoid height was determined by GEOID03.
 BV1017
 BV1017;                    North         East    Units  Estimated Accuracy
 BV1017;SPC MS W     -   247,330.      733,800.      MT  (+/- 180 meters Scaled)
 BV1017
 BV1017                          SUPERSEDED SURVEY CONTROL
 BV1017
 BV1017  NGVD 29 (??/??/92)  110.504  (m)          362.55   (f) ADJ UNCH    2 0
 BV1017
 BV1017.Superseded values are not recommended for survey control.
 BV1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1017.See file dsdata.txt to determine how the superseded data were derived.
 BV1017
 BV1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA179144(NAD 83)
 BV1017_MARKER: DB = BENCH MARK DISK
 BV1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1017_STAMPING: E 110 1935
 BV1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1017+STABILITY: SURFACE MOTION
 BV1017
 BV1017  HISTORY     - Date     Condition        Report By
 BV1017  HISTORY     - 1935     MONUMENTED       CGS
 BV1017  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BV1017
 BV1017                          STATION DESCRIPTION
 BV1017
 BV1017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BV1017'IN NEW HEBRON.
 BV1017'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE MARK IS LOCATED AT NEW
 BV1017'HEBRON, LAWRENCE COUNTY, ON THE OLD GULF AND SHIP ISLAND RAILROAD, 42
 BV1017'FEET FROM THE SOUTH CORNER OF THE STATION, 225 FEET EAST OF THE
 BV1017'NORTHEAST PIER OF A WATER TOWER, AND 25 FEET SOUTHEAST OF THE
 BV1017'SOUTHEAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 110 1935
 BV1017'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0912 ***********************************************************************
 BV0912  DESIGNATION -  E 111
 BV0912  PID         -  BV0912
 BV0912  STATE/COUNTY-  MS/LAMAR
 BV0912  USGS QUAD   -  BAXTERVILLE (1982)
 BV0912
 BV0912                         *CURRENT SURVEY CONTROL
 BV0912  ___________________________________________________________________
 BV0912* NAD 83(1986)-  31 05 26.     (N)    089 35 59.     (W)     SCALED    
 BV0912* NAVD 88     -       122.33   (+/-2cm)     401.3    (feet)  VERTCON   
 BV0912  ___________________________________________________________________
 BV0912  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BV0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0912
 BV0912.The horizontal coordinates were scaled from a topographic map and have
 BV0912.an estimated accuracy of +/- 6 seconds.
 BV0912
 BV0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0912.The vertical order pertains to the NGVD 29 superseded value.
 BV0912
 BV0912.The geoid height was determined by GEOID03.
 BV0912
 BV0912;                    North         East    Units  Estimated Accuracy
 BV0912;SPC MS E     -   176,570.      226,880.      MT  (+/- 180 meters Scaled)
 BV0912
 BV0912                          SUPERSEDED SURVEY CONTROL
 BV0912
 BV0912  NGVD 29 (??/??/92)  122.361  (m)          401.45   (f) ADJ UNCH    2 0
 BV0912
 BV0912.Superseded values are not recommended for survey control.
 BV0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0912.See file dsdata.txt to determine how the superseded data were derived.
 BV0912
 BV0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV520425(NAD 83)
 BV0912_MARKER: DB = BENCH MARK DISK
 BV0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0912_STAMPING: E 111 1935 401.476
 BV0912_MARK LOGO: CGS   
 BV0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0912+STABILITY: SURFACE MOTION
 BV0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0912+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0912
 BV0912  HISTORY     - Date     Condition        Report By
 BV0912  HISTORY     - 1935     MONUMENTED       CGS
 BV0912  HISTORY     - 1956     GOOD             NGS
 BV0912  HISTORY     - 20000203 GOOD             MSHD
 BV0912  HISTORY     - 20000301 GOOD             MSHD
 BV0912
 BV0912                          STATION DESCRIPTION
 BV0912
 BV0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0912'0.2 MI W FROM BAXTERVILLE.
 BV0912'LOCATED 0.2 MILE WEST OF THE POST OFFICE IN BAXTERVILLE, ABOUT 150
 BV0912'YARDS WEST OF THE CITY LIMITS SIGN, 70 FEET NORTH OF THE CENTERLINE OF
 BV0912'STATE HIGHWAY 13, 66 FEET NORTHEAST OF POLE NO. 2989, 105 FEET WEST OF
 BV0912'A 2 WIRE POWER LINE CROSSING THE HIGHWAY, 136 FEET NORTHEAST OF THE
 BV0912'NORTH END OF AN 18-INCH TILE CULVERT AND ON LINE WITH THE NORTH END OF
 BV0912'THE CULVERT AND POLE NO. 2989.  IT IS A STANDARD DISK SET IN THE TOP
 BV0912'OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0912
 BV0912                          STATION RECOVERY (2000)
 BV0912
 BV0912'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0912'REF'D P.O. ORIGINALLY STOOD AT HWY 13 AND SALT DOME RD.
 BV0912
 BV0912                          STATION RECOVERY (2000)
 BV0912
 BV0912'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0912'RECOVERED AS DESCRIBED.  POST OFFICE HAS MOVED, BUT ORIGINALLY STOOD
 BV0912'AT THE INTERSECTION OF HWY 13 AND SALT DOME ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1374 ***********************************************************************
 BH1374  DESIGNATION -  E 112
 BH1374  PID         -  BH1374
 BH1374  STATE/COUNTY-  MS/PEARL RIVER
 BH1374  USGS QUAD   -  POPLARVILLE (1986)
 BH1374
 BH1374                         *CURRENT SURVEY CONTROL
 BH1374  ___________________________________________________________________
 BH1374* NAD 83(1986)-  30 45 59.     (N)    089 34 49.     (W)     SCALED    
 BH1374* NAVD 88     -        53.31   (+/-2cm)     174.9    (feet)  VERTCON   
 BH1374  ___________________________________________________________________
 BH1374  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BH1374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1374
 BH1374.The horizontal coordinates were scaled from a topographic map and have
 BH1374.an estimated accuracy of +/- 6 seconds.
 BH1374
 BH1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1374.The vertical order pertains to the NGVD 29 superseded value.
 BH1374
 BH1374.The geoid height was determined by GEOID03.
 BH1374
 BH1374;                    North         East    Units  Estimated Accuracy
 BH1374;SPC MS E     -   140,620.      228,490.      MT  (+/- 180 meters Scaled)
 BH1374
 BH1374                          SUPERSEDED SURVEY CONTROL
 BH1374
 BH1374  NGVD 29 (??/??/??)   53.363  (m)          175.08   (f) ADJUSTED    2 0
 BH1374
 BH1374.Superseded values are not recommended for survey control.
 BH1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1374.See file dsdata.txt to determine how the superseded data were derived.
 BH1374
 BH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV530065(NAD 83)
 BH1374_MARKER: DB = BENCH MARK DISK
 BH1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1374_STAMPING: E 112 1935
 BH1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1374+STABILITY: SURFACE MOTION
 BH1374
 BH1374  HISTORY     - Date     Condition        Report By
 BH1374  HISTORY     - 1935     MONUMENTED       CGS
 BH1374  HISTORY     - 1958     GOOD             CGS
 BH1374
 BH1374                          STATION DESCRIPTION
 BH1374
 BH1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH1374'6.0 MI S FROM POPLARVILLE.
 BH1374'LOCATED 6.0 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE STATION
 BH1374'IN POPLARVILLE, 0.5 MILE NORTH OF THE SIDING OF DERBY, 0.1 MILE SOUTH
 BH1374'OF MILEPOST 131, BETWEEN THE TRACKS AND U.S. HIGHWAY 11.  IT IS 95
 BH1374'FEET WEST OF THE WEST RAIL OF THE TRACK, 165 FEET NORTHEAST OF THE
 BH1374'CENTERLINE OF U.S. HIGHWAY 11, 82 FEET NORTHWEST OF THE 4TH POLE SOUTH
 BH1374'OF MILEPOST 131, 93 FEET WEST-NORTHWEST OF 1 1/2 BY 3 FOOT IRON
 BH1374'BATTERY BOX WHICH IS ABOUT 10 FEET WEST OF THE TRACK, AND 4 FEET EAST
 BH1374'OF THE RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP
 BH1374'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL
 BH1374'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0655 ***********************************************************************
 BV0655  DESIGNATION -  E 12
 BV0655  PID         -  BV0655
 BV0655  STATE/COUNTY-  MS/FORREST
 BV0655  USGS QUAD   -  HATTIESBURG (1982)
 BV0655
 BV0655                         *CURRENT SURVEY CONTROL
 BV0655  ___________________________________________________________________
 BV0655* NAD 83(1993)-  31 19 35.19418(N)    089 19 57.80582(W)     ADJUSTED  
 BV0655* NAVD 88     -        69.217  (meters)     227.09   (feet)  ADJUSTED  
 BV0655  ___________________________________________________________________
 BV0655  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BV0655  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0655  DYNAMIC HT  -          69.133 (meters)     226.81  (feet)  COMP
 BV0655  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BV0655
 BV0655  HORZ ORDER  -  SECOND
 BV0655  VERT ORDER  -  FIRST     CLASS II
 BV0655
 BV0655.The horizontal coordinates were established by classical geodetic methods
 BV0655.and adjusted by the National Geodetic Survey in May 1994.
 BV0655
 BV0655.The orthometric height was determined by differential leveling
 BV0655.and adjusted in May 1996.
 BV0655
 BV0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0655
 BV0655.The geoid height was determined by GEOID03.
 BV0655
 BV0655.The dynamic height is computed by dividing the NAVD 88
 BV0655.geopotential number by the normal gravity value computed on the
 BV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0655.degrees latitude (g = 980.6199 gals.).
 BV0655
 BV0655.The modeled gravity was interpolated from observed gravity values.
 BV0655
 BV0655;                    North         East     Units Scale Factor Converg.
 BV0655;SPC MS E     -   202,576.074   252,471.421   MT  0.99997785   -0 15 34.7
 BV0655;SPC MS E     -   664,618.34    828,316.65   sFT  0.99997785   -0 15 34.7
 BV0655;UTM  16      - 3,468,130.925   278,037.897   MT  1.00020772   -1 12 47.9
 BV0655
 BV0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0655!SPC MS E     -   0.99999332  x   0.99997785  =   0.99997117
 BV0655!UTM  16      -   0.99999332  x   1.00020772  =   1.00020104
 BV0655
 BV0655                          SUPERSEDED SURVEY CONTROL
 BV0655
 BV0655  NAD 83(1986)-  31 19 35.20903(N)    089 19 57.80496(W) AD(       ) 2
 BV0655  NAD 27      -  31 19 34.58300(N)    089 19 57.58400(W) AD(       ) 2
 BV0655  NGVD 29 (??/??/92)   69.236  (m)          227.15   (f) ADJ UNCH    2 0
 BV0655
 BV0655.Superseded values are not recommended for survey control.
 BV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0655.See file dsdata.txt to determine how the superseded data were derived.
 BV0655
 BV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7803868131(NAD 83)
 BV0655_MARKER: DB = BENCH MARK DISK
 BV0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0655_SP_SET: BUILDING
 BV0655_STAMPING: E 12 1934 227.214
 BV0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0655+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2007
 BV0655
 BV0655  HISTORY     - Date     Condition        Report By
 BV0655  HISTORY     - 1935     MONUMENTED       CGS
 BV0655  HISTORY     - 1969     GOOD             MSHD
 BV0655  HISTORY     - 1976     GOOD             MSHD
 BV0655  HISTORY     - 1985     GOOD             MSU
 BV0655  HISTORY     - 20020209 GOOD             NGS
 BV0655  HISTORY     - 20030718 GOOD             USPSQD
 BV0655  HISTORY     - 20050312 GOOD             USPSQD
 BV0655  HISTORY     - 20071226 GOOD             INDIV
 BV0655
 BV0655                          STATION DESCRIPTION
 BV0655
 BV0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0655'SEE STATION HATTIESBURG
 BV0655
 BV0655                          STATION RECOVERY (1969)
 BV0655
 BV0655'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0655'2.5 MI W FROM HATTIESBURG.
 BV0655'THE MARK IS LOCATED 2.5 MILES WEST OF HATTIESBURG IN THE FACE OF THE
 BV0655'SOUTH WALL OF THE UNIVERSITY OF SOUTHERN MISSISSIPPI ADMINISTRATION
 BV0655'BUILDING AND NEAR THE CENTER OF THE EAST SIDE OF SECTION 7, T4N, R
 BV0655'13W.  IT IS 10 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE OF THE
 BV0655'COLLEGE ADMINISTRATION  BUILDING, 11 FEET NORTH OF THE EDGE OF THE TOP
 BV0655'STEP, 7 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE
 BV0655'BUILDING, SET VERTICALLY IN A DRILLED HOLE IN THE FACE OF THE SOUTH
 BV0655'WALL OF THE ADMINISTRATION BUILDING ABOUT 2.4 FEET ABOVE THE PORCH. TO
 BV0655'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND 98 AT THE WEST EDGE
 BV0655'OF HATTIESBURG, GO WEST ON U.S. HIGHWAY 98 FOR 0.2 MILE TO THE SOUTH
 BV0655'ENTRANCE TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI. TURN RIGHT (NORTH)
 BV0655'AND CONTINUE ON E. MEMORIAL AVENUE FOR 0.1 MILE TO THE ADMINISTRATION
 BV0655'BUILDING AND THE MARK ON THE LEFT.
 BV0655
 BV0655                          STATION RECOVERY (1976)
 BV0655
 BV0655'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV0655'RECOVERED IN GOOD CONDITION.
 BV0655
 BV0655                          STATION RECOVERY (1985)
 BV0655
 BV0655'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 BV0655'RECOVERED IN GOOD CONDITION.
 BV0655
 BV0655                          STATION RECOVERY (2002)
 BV0655
 BV0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BV0655'RECOVERED IN GOOD CONDITION.
 BV0655
 BV0655                          STATION RECOVERY (2003)
 BV0655
 BV0655'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV0655'RECOVERED IN GOOD CONDITION.
 BV0655
 BV0655                          STATION RECOVERY (2005)
 BV0655
 BV0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV0655'RECOVERED IN GOOD CONDITION.
 BV0655
 BV0655                          STATION RECOVERY (2007)
 BV0655
 BV0655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (KM)
 BV0655'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1630 ***********************************************************************
 BH1630  DESIGNATION -  E 121
 BH1630  PID         -  BH1630
 BH1630  STATE/COUNTY-  MS/HARRISON
 BH1630  USGS QUAD   -  BILOXI (1992)
 BH1630
 BH1630                         *CURRENT SURVEY CONTROL
 BH1630  ___________________________________________________________________
 BH1630* NAD 83(1986)-  30 23 47.     (N)    088 58 33.     (W)     SCALED    
 BH1630* NAVD 88     -         7.66   (+/-2cm)      25.1    (feet)  VERTCON   
 BH1630  ___________________________________________________________________
 BH1630  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BH1630  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1630
 BH1630.The horizontal coordinates were scaled from a topographic map and have
 BH1630.an estimated accuracy of +/- 6 seconds.
 BH1630
 BH1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1630.The vertical order pertains to the NGVD 29 superseded value.
 BH1630
 BH1630.The geoid height was determined by GEOID03.
 BH1630
 BH1630;                    North         East    Units  Estimated Accuracy
 BH1630;SPC MS E     -    99,370.      286,310.      MT  (+/- 180 meters Scaled)
 BH1630
 BH1630                          SUPERSEDED SURVEY CONTROL
 BH1630
 BH1630  NGVD 29 (??/??/??)    7.625  (m)           25.02   (f) ADJUSTED    1 2
 BH1630
 BH1630.Superseded values are not recommended for survey control.
 BH1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1630.See file dsdata.txt to determine how the superseded data were derived.
 BH1630
 BH1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU101643(NAD 83)
 BH1630_MARKER: DB = BENCH MARK DISK
 BH1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1630_STAMPING: E 121 1938
 BH1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1630+STABILITY: SURFACE MOTION
 BH1630
 BH1630  HISTORY     - Date     Condition        Report By
 BH1630  HISTORY     - 1938     MONUMENTED       CGS
 BH1630
 BH1630                          STATION DESCRIPTION
 BH1630
 BH1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BH1630'1 MI E FROM BILOXI.
 BH1630'1 MILE EAST OF EDGEWATER GULF HOTEL, ALONG THE L. & N.R.R, 31 PACES
 BH1630'SOUTH OF THE CENTERLINE OF THE R.R. AND OPPOSITE THE M.P. 732. IT
 BH1630'IS 40 PACES SOUTH EAST OF A TIMBER CULVERT UNDER THE TRACKS AND
 BH1630'0.2 MILE WEST OF THE R.R. CROSSING OF THE ROAD THAT PASSES ALONG
 BH1630'THE WEST SIDE OF THE BEAUVOIR OLD SOLDIERS HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0693 ***********************************************************************
 BW0693  DESIGNATION -  E 125
 BW0693  PID         -  BW0693
 BW0693  STATE/COUNTY-  MS/CLAIBORNE
 BW0693  USGS QUAD   -  ST JOSEPH (1986)
 BW0693
 BW0693                         *CURRENT SURVEY CONTROL
 BW0693  ___________________________________________________________________
 BW0693* NAD 83(1986)-  31 54 09.     (N)    091 11 42.     (W)     SCALED    
 BW0693* NAVD 88     -        22.92   (+/-2cm)      75.2    (feet)  VERTCON   
 BW0693  ___________________________________________________________________
 BW0693  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0693
 BW0693.The horizontal coordinates were scaled from a topographic map and have
 BW0693.an estimated accuracy of +/- 6 seconds.
 BW0693
 BW0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0693.The vertical order pertains to the NGVD 29 superseded value.
 BW0693
 BW0693.The geoid height was determined by GEOID03.
 BW0693
 BW0693;                    North         East    Units  Estimated Accuracy
 BW0693;SPC MS W     -   266,660.      618,500.      MT  (+/- 180 meters Scaled)
 BW0693
 BW0693                          SUPERSEDED SURVEY CONTROL
 BW0693
 BW0693  NGVD 29 (??/??/92)   22.931  (m)           75.23   (f) ADJ UNCH    1 2
 BW0693
 BW0693.Superseded values are not recommended for survey control.
 BW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0693.See file dsdata.txt to determine how the superseded data were derived.
 BW0693
 BW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR706310(NAD 83)
 BW0693_MARKER: DB = BENCH MARK DISK
 BW0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0693_STAMPING: E 125 1938
 BW0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0693+STABILITY: SURFACE MOTION
 BW0693
 BW0693  HISTORY     - Date     Condition        Report By
 BW0693  HISTORY     - 1938     MONUMENTED       CGS
 BW0693
 BW0693                          STATION DESCRIPTION
 BW0693
 BW0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0693'1 MI NE FROM HART LANDING.
 BW0693'1 MILE NORTHEAST OF HART LANDING, CLAIBORNE COUNTY, IN THE VICINITY OF
 BW0693'GOLD BOTTOM, IN HEAVY TIMBER, 1000 FEET FROM THE TOP OF THE BANK OF
 BW0693'MISSISSIPPI RIVER, 125 FEET RIVERSIDE FROM THE WEST BANK OF A WIDE
 BW0693'THICKLY-WOODED SLOUGH, 200 FEET BACK OF A WINDING ROAD PARALLELING THE
 BW0693'RIVER, ON RANGE 440, 975 FEET FROM THE FRONT SIGN AND TACK, 24.5 FEET
 BW0693'NORTH OF A BLAZED 48-INCH PECAN TREE, 15 FEET SOUTH OF A BLAZED
 BW0693'36-INCH PECAN TREE, AND 8 FEET NORTHWEST OF A BLAZED 12-INCH THORN
 BW0693'TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 18
 BW0693'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0039 ***********************************************************************
 DK0039  DESIGNATION -  E 126
 DK0039  PID         -  DK0039
 DK0039  STATE/COUNTY-  MS/LEFLORE
 DK0039  USGS QUAD   -  SHELLMOUND (1983)
 DK0039
 DK0039                         *CURRENT SURVEY CONTROL
 DK0039  ___________________________________________________________________
 DK0039* NAD 83(1986)-  33 30 08.     (N)    090 16 37.     (W)     SCALED    
 DK0039* NAVD 88     -        39.938  (meters)     131.03   (feet)  ADJUSTED  
 DK0039  ___________________________________________________________________
 DK0039  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0039  DYNAMIC HT  -          39.897 (meters)     130.90  (feet)  COMP
 DK0039  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 DK0039
 DK0039  VERT ORDER  -  FIRST     CLASS II
 DK0039
 DK0039.The horizontal coordinates were scaled from a topographic map and have
 DK0039.an estimated accuracy of +/- 6 seconds.
 DK0039
 DK0039.The orthometric height was determined by differential leveling
 DK0039.and adjusted in June 1991.
 DK0039
 DK0039.The geoid height was determined by GEOID03.
 DK0039
 DK0039.The dynamic height is computed by dividing the NAVD 88
 DK0039.geopotential number by the normal gravity value computed on the
 DK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0039.degrees latitude (g = 980.6199 gals.).
 DK0039
 DK0039.The modeled gravity was interpolated from observed gravity values.
 DK0039
 DK0039;                    North         East    Units  Estimated Accuracy
 DK0039;SPC MS W     -   443,740.      705,240.      MT  (+/- 180 meters Scaled)
 DK0039
 DK0039                          SUPERSEDED SURVEY CONTROL
 DK0039
 DK0039  NGVD 29 (??/??/??)   40.011  (m)          131.27   (f) ADJUSTED    1 2
 DK0039
 DK0039.Superseded values are not recommended for survey control.
 DK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0039.See file dsdata.txt to determine how the superseded data were derived.
 DK0039
 DK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT529102(NAD 83)
 DK0039_MARKER: DB = BENCH MARK DISK
 DK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0039+STABILITY: SURFACE MOTION
 DK0039
 DK0039  HISTORY     - Date     Condition        Report By
 DK0039  HISTORY     - 1939     MONUMENTED       CGS
 DK0039  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0039  HISTORY     - 20000513 MARK NOT FOUND   NGS
 DK0039
 DK0039                          STATION DESCRIPTION
 DK0039
 DK0039'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0039'1.6 MI W FROM PORT LORING.
 DK0039'THE MARK IS LOCATED 1.6 MILES WEST ALONG THE COLUMBUS AND GREENVILLE
 DK0039'RAILWAY FROM THE FLAG STATION AT PORT LORING, LEFLORE COUNTY, 375 FEET
 DK0039'EAST OF THE EAST END OF TRESTLE 118.9, 55 FEET SOUTH OF THE CENTER
 DK0039'LINE OF THE TRACK, 18 INCHES NORTHEAST OF THE NORTHEAST CORNER OF THE
 DK0039'FENCE AROUND A SMALL LONE CABIN FACING NORTH, 80 FEET SOUTH OF THE
 DK0039'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 DK0039'GROUND.  NOTE-- THE CABIN AND THE TRESTLE MENTIONED IN THE ORIGINAL
 DK0039'DESCRIPTION ARE GONE.
 DK0039
 DK0039                          STATION RECOVERY (2000)
 DK0039
 DK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0461 ***********************************************************************
 EG0461  DESIGNATION -  E 128
 EG0461  PID         -  EG0461
 EG0461  STATE/COUNTY-  MS/LEE
 EG0461  USGS QUAD   -  VERONA (1986)
 EG0461
 EG0461                         *CURRENT SURVEY CONTROL
 EG0461  ___________________________________________________________________
 EG0461* NAD 83(1986)-  34 07 43.     (N)    088 42 32.     (W)     SCALED    
 EG0461* NAVD 88     -        77.860  (meters)     255.45   (feet)  POSTED    
 EG0461  ___________________________________________________________________
 EG0461  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0461  DYNAMIC HT  -          77.780 (meters)     255.18  (feet)  COMP
 EG0461  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 EG0461
 EG0461  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EG0461
 EG0461.The horizontal coordinates were scaled from a topographic map and have
 EG0461.an estimated accuracy of +/- 6 seconds.
 EG0461
 EG0461.The orthometric height was determined by differential leveling
 EG0461.and adjusted by the  in 1992.
 EG0461.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EG0461.rate greater than 8.0 mm/km.
 EG0461
 EG0461.The geoid height was determined by GEOID03.
 EG0461
 EG0461.The dynamic height is computed by dividing the NAVD 88
 EG0461.geopotential number by the normal gravity value computed on the
 EG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0461.degrees latitude (g = 980.6199 gals.).
 EG0461
 EG0461.The modeled gravity was interpolated from observed gravity values.
 EG0461
 EG0461;                    North         East    Units  Estimated Accuracy
 EG0461;SPC MS E     -   513,220.      311,480.      MT  (+/- 180 meters Scaled)
 EG0461
 EG0461                          SUPERSEDED SURVEY CONTROL
 EG0461
 EG0461  NGVD 29 (??/??/92)   77.807  (m)          255.27   (f) ADJ UNCH    1 2
 EG0461
 EG0461.Superseded values are not recommended for survey control.
 EG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0461.See file dsdata.txt to determine how the superseded data were derived.
 EG0461
 EG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC424777(NAD 83)
 EG0461_MARKER: DB = BENCH MARK DISK
 EG0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0461_STAMPING: E 128 1939
 EG0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0461+STABILITY: SURFACE MOTION
 EG0461
 EG0461  HISTORY     - Date     Condition        Report By
 EG0461  HISTORY     - 1939     MONUMENTED       CGS
 EG0461  HISTORY     - 1962     GOOD             MSHD
 EG0461  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0461
 EG0461                          STATION DESCRIPTION
 EG0461
 EG0461'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0461'0.9 MI N FROM SHANNON.
 EG0461'THE MARK IS 0.9 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 EG0461'FROM THE STATION IN SHANNON, LEE COUNTY, 0.1 MILE SOUTH OF A
 EG0461'STATION-ONE-MILE SIGN, 0.2 MILE NORTH OF MILEPOST 270, 35 FEET WEST OF
 EG0461'THE CENTERLINE OF THE TRACK, 36 FEET EAST OF THE CENTERLINE OF A
 EG0461'GRAVEL ROAD, 9 FEET EAST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A
 EG0461'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 EG0461'STANDARD DISK STAMPED D 128 1939 AND SET IN THE TOP OF A CONCRETE POST
 EG0461'PROJECTING 0.4 FEET ABOVE THE GROUND.  THE MARK IS A DISK SET IN THE
 EG0461'TOP OF A 6 INCH SQUARE CONCRETE POST, 0.1 MILE SOUTH OF
 EG0461'STATION-ONE-MILE SIGN - 0.2 MILE NORTH OF MILEPOST 270, 35 FEET WEST
 EG0461'OF THE CENTERLINE OF TRACK, 50 FEET NORTH OF A TELEPHONE POLE NO.
 EG0461'4444, ABOUT LEVEL WITH THE TRACK AND PROJECTS 6 INCHES.  A METAL
 EG0461'WITNESS POST WAS SET 1.0 FEET EAST OF THE MARK.
 EG0461
 EG0461                          STATION RECOVERY (1983)
 EG0461
 EG0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0461'NOT RECOVERED, INACCESSIBLE, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0786 ***********************************************************************
 BW0786  DESIGNATION -  E 129
 BW0786  PID         -  BW0786
 BW0786  STATE/COUNTY-  MS/ADAMS
 BW0786  USGS QUAD   -  NATCHEZ (1976)
 BW0786
 BW0786                         *CURRENT SURVEY CONTROL
 BW0786  ___________________________________________________________________
 BW0786* NAD 83(1986)-  31 30 25.     (N)    091 29 22.     (W)     SCALED    
 BW0786* NAVD 88     -        20.90   (+/-2cm)      68.6    (feet)  VERTCON   
 BW0786  ___________________________________________________________________
 BW0786  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BW0786  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0786
 BW0786.The horizontal coordinates were scaled from a topographic map and have
 BW0786.an estimated accuracy of +/- 6 seconds.
 BW0786
 BW0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0786.The vertical order pertains to the NGVD 29 superseded value.
 BW0786
 BW0786.The geoid height was determined by GEOID03.
 BW0786
 BW0786;                    North         East    Units  Estimated Accuracy
 BW0786;SPC MS W     -   223,060.      590,180.      MT  (+/- 180 meters Scaled)
 BW0786
 BW0786                          SUPERSEDED SURVEY CONTROL
 BW0786
 BW0786  NGVD 29 (??/??/92)   20.892  (m)           68.54   (f) ADJ UNCH    1 2
 BW0786
 BW0786.Superseded values are not recommended for survey control.
 BW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0786.See file dsdata.txt to determine how the superseded data were derived.
 BW0786
 BW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ434867(NAD 83)
 BW0786_MARKER: DB = BENCH MARK DISK
 BW0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0786_STAMPING: E 129 1938
 BW0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0786+STABILITY: SURFACE MOTION
 BW0786
 BW0786  HISTORY     - Date     Condition        Report By
 BW0786  HISTORY     - 1938     MONUMENTED       CGS
 BW0786  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0786  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW0786
 BW0786                          STATION DESCRIPTION
 BW0786
 BW0786'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0786'6.25 MI SW FROM NATCHEZ.
 BW0786'6-1/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW0786'MISSISSIPPI RIVER, 3-3/4 MILES SOUTHWEST OF ST. CATHERINE CREEK,
 BW0786'OPPOSITE NATCHEZ ISLAND, 350 FEET UPSTREAM FROM RANGE 712.8, 180 FEET
 BW0786'LANDSIDE FROM THE CENTERLINE OF A ROAD, 175 FEET DOWNSTREAM FROM A
 BW0786'38-INCH SWEET GUM TREE, AND 6 FEET DIRECTLY IN FRONT OF THE NORTHWEST
 BW0786'CORNER OF A HOUSE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BW0786
 BW0786                          STATION RECOVERY (1979)
 BW0786
 BW0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0218 ***********************************************************************
 BV0218  DESIGNATION -  E 13
 BV0218  PID         -  BV0218
 BV0218  STATE/COUNTY-  MS/PERRY
 BV0218  USGS QUAD   -  BEAUMONT (1982)
 BV0218
 BV0218                         *CURRENT SURVEY CONTROL
 BV0218  ___________________________________________________________________
 BV0218* NAD 83(1986)-  31 12 11.     (N)    088 54 53.     (W)     SCALED    
 BV0218* NAVD 88     -        30.310  (meters)      99.44   (feet)  ADJUSTED  
 BV0218  ___________________________________________________________________
 BV0218  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BV0218  DYNAMIC HT  -          30.272 (meters)      99.32  (feet)  COMP
 BV0218  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BV0218
 BV0218  VERT ORDER  -  FIRST     CLASS II
 BV0218
 BV0218.The horizontal coordinates were scaled from a topographic map and have
 BV0218.an estimated accuracy of +/- 6 seconds.
 BV0218
 BV0218.The orthometric height was determined by differential leveling
 BV0218.and adjusted in May 1996.
 BV0218
 BV0218.The geoid height was determined by GEOID03.
 BV0218
 BV0218.The dynamic height is computed by dividing the NAVD 88
 BV0218.geopotential number by the normal gravity value computed on the
 BV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0218.degrees latitude (g = 980.6199 gals.).
 BV0218
 BV0218.The modeled gravity was interpolated from observed gravity values.
 BV0218
 BV0218;                    North         East    Units  Estimated Accuracy
 BV0218;SPC MS E     -   188,790.      292,240.      MT  (+/- 180 meters Scaled)
 BV0218
 BV0218                          SUPERSEDED SURVEY CONTROL
 BV0218
 BV0218  NGVD 29 (??/??/92)   30.344  (m)           99.55   (f) ADJ UNCH    1 2
 BV0218
 BV0218.Superseded values are not recommended for survey control.
 BV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0218.See file dsdata.txt to determine how the superseded data were derived.
 BV0218
 BV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV175536(NAD 83)
 BV0218_MARKER: DB = BENCH MARK DISK
 BV0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0218_SP_SET: CONCRETE POST
 BV0218_STAMPING: E 13 1934
 BV0218_MARK LOGO: CGS   
 BV0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0218+STABILITY: SURFACE MOTION
 BV0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0218+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 BV0218
 BV0218  HISTORY     - Date     Condition        Report By
 BV0218  HISTORY     - 1934     MONUMENTED       CGS
 BV0218  HISTORY     - 1964     GOOD             MSHD
 BV0218  HISTORY     - 19870203 GOOD             MSHD
 BV0218  HISTORY     - 20000713 GOOD             NGS
 BV0218
 BV0218                          STATION DESCRIPTION
 BV0218
 BV0218'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0218'3.05 MI N FROM BEAUMONT.
 BV0218'FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY 15 IN
 BV0218'BEAUMONT, GO NORTH ON STATE HIGHWAY 15 FOR 2.7 MILES TO A BLACK TOP
 BV0218'ROAD ON THE LEFT, TURN LEFT WEST AND GO 0.35 MILE TO THE RAILROAD
 BV0218'CROSSING AND THE MARK IN THE S. W. ANGLE.  STANDARD DISK IN CONCRETE
 BV0218'POST.
 BV0218
 BV0218                          STATION RECOVERY (1987)
 BV0218
 BV0218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0218'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0218'MARK IS LOCATED 3.7 KM (2.30 MI) NORTH OF BEAUMONT IN THE SOUTHWEST
 BV0218'ANGLE OF THE CROSSING OF AN OLD RAILROAD BED WITH A BLACK TOP ROAD IN
 BV0218'SECTION 20, T3N, R9W.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY
 BV0218'98 AND STATE HIGHWAY 15 AT BEAUMONT, GO NORTH ON STATE HIGHWAY 15 FOR
 BV0218'3.70 KM (2.30 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 BV0218'BLACKTOP ROAD FOR 0.24 KM (0.15 MI) TO A T-INTERSECTION, TURN RIGHT
 BV0218'AND GO NORTH ON BLACKTOP ROAD FOR 0.24 KM (0.15 MI) TO THE MARK ON THE
 BV0218'LEFT, JUST BEYOND THE OLD RAILROAD BED.  MARK IS A STANDARD DISK SET
 BV0218'IN THE TOP OF A SQUARE CONCRETE POST.  IT IS 15.24 M (50.0 FT) WEST OF
 BV0218'CENTER OLD RAILROAD BED, 9.14 M (30.0 FT) SOUTH CENTER BLACKTOP ROAD,
 BV0218'8.38 M (27.5 FT) EAST SOUTHEAST OF A 24 INCH OAK TREE, 5.79 M
 BV0218'(19.0 FT) NORTH OF A 12 INCH OAK TREE, 2.59 M (8.5 FT) SOUTH SOUTHEAST
 BV0218'OF A FENCE CORNER, 0.90 M (3.0 FT) EAST OF A FENCE, 0.30 M (1.0 FT)
 BV0218'WEST OF A WITNESS POST, 0.30 M (1.0 FT) BELOW THE LEVEL OF ROAD AND
 BV0218'PROJECTING 4 INCHES ABOVE GROUND.
 BV0218
 BV0218                          STATION RECOVERY (2000)
 BV0218
 BV0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0218'MARK FOUND JUST EAST OF YARD FENCE AROUND WHITE FRAME HOUSE WITH RED
 BV0218'ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1353 ***********************************************************************
 BW1353  DESIGNATION -  E 130
 BW1353  PID         -  BW1353
 BW1353  STATE/COUNTY-  MS/ADAMS
 BW1353  USGS QUAD   -  LAKE MARY (1965)
 BW1353
 BW1353                         *CURRENT SURVEY CONTROL
 BW1353  ___________________________________________________________________
 BW1353* NAD 83(1986)-  31 14 30.     (N)    091 33 06.     (W)     SCALED    
 BW1353* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 BW1353  ___________________________________________________________________
 BW1353  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BW1353  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1353
 BW1353.The horizontal coordinates were scaled from a topographic map and have
 BW1353.an estimated accuracy of +/- 6 seconds.
 BW1353
 BW1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1353.The vertical order pertains to the NGVD 29 superseded value.
 BW1353
 BW1353.The geoid height was determined by GEOID03.
 BW1353
 BW1353;                    North         East    Units  Estimated Accuracy
 BW1353;SPC MS W     -   193,710.      583,940.      MT  (+/- 180 meters Scaled)
 BW1353
 BW1353                          SUPERSEDED SURVEY CONTROL
 BW1353
 BW1353  NGVD 29 (??/??/92)   16.681  (m)           54.73   (f) ADJ UNCH    1 2
 BW1353
 BW1353.Superseded values are not recommended for survey control.
 BW1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1353.See file dsdata.txt to determine how the superseded data were derived.
 BW1353
 BW1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ379572(NAD 83)
 BW1353_MARKER: DB = BENCH MARK DISK
 BW1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1353_STAMPING: E 130 1938
 BW1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1353+STABILITY: SURFACE MOTION
 BW1353
 BW1353  HISTORY     - Date     Condition        Report By
 BW1353  HISTORY     - 1938     MONUMENTED       CGS
 BW1353  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1353
 BW1353                          STATION DESCRIPTION
 BW1353
 BW1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1353'11 MI N FROM FORT ADAMS.
 BW1353'IN ADAMS COUNTY, 11 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY, ON
 BW1353'THE EAST BANK OF MISSISSIPPI RIVER, 1-1/4 MILES SOUTHWEST OF CERRO
 BW1353'GORDO LANDING, 3/4 MILE FROM LAKE MARY, 1000 FEET RIVERSIDE OF THE
 BW1353'PROPOSED JACKSON POINT CUT-OFF, IN A WOODS, 125 FEET DOWNSTREAM FROM A
 BW1353'CANAL, 20 FEET UPSTREAM FROM A BLAZED 24-INCH COTTONWOOD TREE, AND 4
 BW1353'FEET DOWNSTREAM FROM A BLAZED 14-INCH SWEET GUM TREE.  A STANDARD
 BW1353'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 16 INCHES ABOVE
 BW1353'GROUND.
 BW1353
 BW1353                          STATION RECOVERY (1979)
 BW1353
 BW1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0760 ***********************************************************************
 EG0760  DESIGNATION -  E 131
 EG0760  PID         -  EG0760
 EG0760  STATE/COUNTY-  MS/PRENTISS
 EG0760  USGS QUAD   -  BOONEVILLE (1973)
 EG0760
 EG0760                         *CURRENT SURVEY CONTROL
 EG0760  ___________________________________________________________________
 EG0760* NAD 83(1986)-  34 37 32.     (N)    088 34 51.     (W)     SCALED    
 EG0760* NAVD 88     -       127.701  (meters)     418.97   (feet)  ADJUSTED  
 EG0760  ___________________________________________________________________
 EG0760  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0760  DYNAMIC HT  -         127.577 (meters)     418.56  (feet)  COMP
 EG0760  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EG0760
 EG0760  VERT ORDER  -  FIRST     CLASS II
 EG0760
 EG0760.The horizontal coordinates were scaled from a topographic map and have
 EG0760.an estimated accuracy of +/- 6 seconds.
 EG0760
 EG0760.The orthometric height was determined by differential leveling
 EG0760.and adjusted in June 1991.
 EG0760.WARNING-Repeat measurements at this control monument indicate possible
 EG0760.vertical movement.
 EG0760
 EG0760.The geoid height was determined by GEOID03.
 EG0760
 EG0760.The dynamic height is computed by dividing the NAVD 88
 EG0760.geopotential number by the normal gravity value computed on the
 EG0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0760.degrees latitude (g = 980.6199 gals.).
 EG0760
 EG0760.The modeled gravity was interpolated from observed gravity values.
 EG0760
 EG0760;                    North         East    Units  Estimated Accuracy
 EG0760;SPC MS E     -   568,360.      323,150.      MT  (+/- 180 meters Scaled)
 EG0760
 EG0760                          SUPERSEDED SURVEY CONTROL
 EG0760
 EG0760  NGVD 29 (??/??/92)  127.636  (m)          418.75   (f) ADJ UNCH    1 2
 EG0760
 EG0760.Superseded values are not recommended for survey control.
 EG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0760.See file dsdata.txt to determine how the superseded data were derived.
 EG0760
 EG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD550326(NAD 83)
 EG0760_MARKER: DB = BENCH MARK DISK
 EG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0760_STAMPING: E 131 1939
 EG0760_MARK LOGO: CGS   
 EG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0760+STABILITY: SURFACE MOTION
 EG0760
 EG0760  HISTORY     - Date     Condition        Report By
 EG0760  HISTORY     - 1939     MONUMENTED       CGS
 EG0760  HISTORY     - 1965     GOOD             MSHD
 EG0760  HISTORY     - 1979     POOR             MSHD
 EG0760  HISTORY     - 1983     GOOD             NGS
 EG0760  HISTORY     - 20040816 MARK NOT FOUND   USACE
 EG0760
 EG0760                          STATION DESCRIPTION
 EG0760
 EG0760'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0760'2.4 MI S FROM BOONEVILLE.
 EG0760'THE MARK IS LOCATED 2.4 MILES SOUTH OF THE GULF, MOBILE AND OHIO
 EG0760'RAILROAD STATION ALONG THE RAILROAD.  THE MARK IS A DISK SET IN THE
 EG0760'TOP OF A 6-INCH SQUARE, CONCRETE POST.  IT IS 0.2 MILE NORTHEAST OF
 EG0760'MILEPOST 306, 90 FEET NORTHEAST OF A ROAD CROSSING, 21 FEET SOUTHEAST
 EG0760'OF THE CENTER OF THE TRACK, 62 FEET NORTHEAST OF A TELEPHONE BOX, 56.5
 EG0760'FEET NORTH OF A TELEGRAPH POLE, 30 FEET WEST OF A FENCE, 17 FEET WEST
 EG0760'OF THE CENTER OF A TRACK ROAD, 1 FOOT BELOW THE LEVEL OF THE TRACK AND
 EG0760'PROJECTS 3 INCHES.  IT IS LOCATED 1 FOOT NORTH OF A METAL WITNESS
 EG0760'POST.
 EG0760
 EG0760                          STATION RECOVERY (1979)
 EG0760
 EG0760'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0760'THE MARK WAS FOUND BROKEN OFF ABOUT 18 INCHES BELOW THE GROUND. THE
 EG0760'TOP PORTION WAS REPOSITIONED OVER THE BOTTOM PORTION AND DIRT PACKED
 EG0760'AROUND IT. THE MARK SHOULD BE USED WITH CAUTION.
 EG0760
 EG0760                          STATION RECOVERY (1983)
 EG0760
 EG0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0760'RECOVERED IN GOOD CONDITION.
 EG0760
 EG0760                          STATION RECOVERY (2004)
 EG0760
 EG0760'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0382 ***********************************************************************
 DK0382  DESIGNATION -  E 132
 DK0382  PID         -  DK0382
 DK0382  STATE/COUNTY-  MS/WASHINGTON
 DK0382  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0382
 DK0382                         *CURRENT SURVEY CONTROL
 DK0382  ___________________________________________________________________
 DK0382* NAD 83(1986)-  33 26 39.     (N)    090 46 25.     (W)     SCALED    
 DK0382* NAVD 88     -        35.807  (meters)     117.48   (feet)  ADJUSTED  
 DK0382  ___________________________________________________________________
 DK0382  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0382  DYNAMIC HT  -          35.770 (meters)     117.36  (feet)  COMP
 DK0382  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 DK0382
 DK0382  VERT ORDER  -  FIRST     CLASS II
 DK0382
 DK0382.The horizontal coordinates were scaled from a topographic map and have
 DK0382.an estimated accuracy of +/- 6 seconds.
 DK0382
 DK0382.The orthometric height was determined by differential leveling
 DK0382.and adjusted in June 1991.
 DK0382
 DK0382.The geoid height was determined by GEOID03.
 DK0382
 DK0382.The dynamic height is computed by dividing the NAVD 88
 DK0382.geopotential number by the normal gravity value computed on the
 DK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0382.degrees latitude (g = 980.6199 gals.).
 DK0382
 DK0382.The modeled gravity was interpolated from observed gravity values.
 DK0382
 DK0382;                    North         East    Units  Estimated Accuracy
 DK0382;SPC MS W     -   437,390.      659,060.      MT  (+/- 180 meters Scaled)
 DK0382
 DK0382                          SUPERSEDED SURVEY CONTROL
 DK0382
 DK0382  NGVD 29 (??/??/??)   35.889  (m)          117.75   (f) ADJUSTED    1 2
 DK0382
 DK0382.Superseded values are not recommended for survey control.
 DK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0382.See file dsdata.txt to determine how the superseded data were derived.
 DK0382
 DK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT069027(NAD 83)
 DK0382_MARKER: DB = BENCH MARK DISK
 DK0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0382+STABILITY: SURFACE MOTION
 DK0382
 DK0382  HISTORY     - Date     Condition        Report By
 DK0382  HISTORY     - 1939     MONUMENTED       CGS
 DK0382  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0382
 DK0382                          STATION DESCRIPTION
 DK0382
 DK0382'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0382'1.2 MI W FROM HOLLY RIDGE.
 DK0382'THE MARK IS LOCATED 1.2 MILES WEST ALONG THE COLUMBUS AND GREENVILLE
 DK0382'RAILWAY FROM THE STATION AT HOLLY RIDGE, 235 FEET WEST OF THE WEST END
 DK0382'OF TRESTLE 149.7, 25 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 DK0382'CONCRETE ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND SET
 DK0382'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0274 ***********************************************************************
 EH0274  DESIGNATION -  E 133
 EH0274  PID         -  EH0274
 EH0274  STATE/COUNTY-  MS/QUITMAN
 EH0274  USGS QUAD   -  LAMBERT (1967)
 EH0274
 EH0274                         *CURRENT SURVEY CONTROL
 EH0274  ___________________________________________________________________
 EH0274* NAD 83(1986)-  34 08 21.     (N)    090 19 05.     (W)     SCALED    
 EH0274* NAVD 88     -        47.007  (meters)     154.22   (feet)  ADJUSTED  
 EH0274  ___________________________________________________________________
 EH0274  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EH0274  DYNAMIC HT  -          46.961 (meters)     154.07  (feet)  COMP
 EH0274  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EH0274
 EH0274  VERT ORDER  -  FIRST     CLASS II
 EH0274
 EH0274.The horizontal coordinates were scaled from a topographic map and have
 EH0274.an estimated accuracy of +/- 6 seconds.
 EH0274
 EH0274.The orthometric height was determined by differential leveling
 EH0274.and adjusted in June 1991.
 EH0274
 EH0274.The geoid height was determined by GEOID03.
 EH0274
 EH0274.The dynamic height is computed by dividing the NAVD 88
 EH0274.geopotential number by the normal gravity value computed on the
 EH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0274.degrees latitude (g = 980.6199 gals.).
 EH0274
 EH0274.The modeled gravity was interpolated from observed gravity values.
 EH0274
 EH0274;                    North         East    Units  Estimated Accuracy
 EH0274;SPC MS W     -   514,380.      701,410.      MT  (+/- 180 meters Scaled)
 EH0274
 EH0274                          SUPERSEDED SURVEY CONTROL
 EH0274
 EH0274  NGVD 29 (??/??/??)   47.044  (m)          154.34   (f) ADJUSTED    1 2
 EH0274
 EH0274.Superseded values are not recommended for survey control.
 EH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0274.See file dsdata.txt to determine how the superseded data were derived.
 EH0274
 EH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT473808(NAD 83)
 EH0274_MARKER: DB = BENCH MARK DISK
 EH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0274_STAMPING: E-133 1939
 EH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0274+STABILITY: SURFACE MOTION
 EH0274
 EH0274  HISTORY     - Date     Condition        Report By
 EH0274  HISTORY     - 1939     MONUMENTED       CGS
 EH0274  HISTORY     - 1977     GOOD             MSHD
 EH0274  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0274
 EH0274                          STATION DESCRIPTION
 EH0274
 EH0274'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0274'5.1 MI NE FROM VANCE.
 EH0274'THE MARK IS LOCATED 4.8 MILES SOUTHWEST OF LAMBERT ON THE SOUTH
 EH0274'SIDE OF A STORM CELLAR AT THE RESIDENCY OF MR. WT HAYNES SR., 4.9
 EH0274'MILES NORTHEAST OF VANCE ABOUT 100 YARDS SOUTHWEST OF A CONCRETE
 EH0274'BRIDGE NEAR THE CENTER OF SECTION 8, T 26N, R 1W.  IT IS 118 FEET
 EH0274'NORTHWEST OF THE CENTER OF HIGHWAY 3, 68.5 FEET SOUTHWEST OF THE
 EH0274'SOUTH ONE OF TWO LARGE OAKS, 60 FEET SOUTHEAST OF A POWER SERVICE
 EH0274'POLE, 50.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 EH0274'3.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORM
 EH0274'CELLAR, 1.5 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 EH0274'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 1/2 FEET BELOW
 EH0274'THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  TO REACH
 EH0274'FROM THE JUNCTION OF STATE HIGHWAY 322 LEADING EAST AND STATE
 EH0274'HIGHWAY 3 IN LAMBERT GO SOUTH ON STATE HIGHWAY 3 FOR 3.1 MILES
 EH0274'TO THE JUNCTION OF STATE HIGHWAY 322 LEADING WEST.  CONTINUE
 EH0274'SOUTHWEST ON STATE HIGHWAY 3 FOR 1.55 MILES TO THE MARK ON THE
 EH0274'RIGHT.
 EH0274
 EH0274                          STATION RECOVERY (2008)
 EH0274
 EH0274'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0274'MARK APPARENTLY DESTROYED. THE STORM CELLAR, WHERE THE MARK WAS
 EH0274'MOUNTED,AND THE FRAME HOUSE HAVE BEEN REMOVED AND A BRICK HOME BUILT.
 EH0274'THE TWO LARGE OAKS REMAIN BUT NOT THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1007 ***********************************************************************
 BH1007  DESIGNATION -  E 136
 BH1007  PID         -  BH1007
 BH1007  STATE/COUNTY-  MS/HANCOCK
 BH1007  USGS QUAD   -  KILN (1976)
 BH1007
 BH1007                         *CURRENT SURVEY CONTROL
 BH1007  ___________________________________________________________________
 BH1007* NAD 83(1986)-  30 24 45.     (N)    089 23 16.     (W)     SCALED    
 BH1007* NAVD 88     -         9.10   (+/-2cm)      29.9    (feet)  VERTCON   
 BH1007  ___________________________________________________________________
 BH1007  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1007
 BH1007.The horizontal coordinates were scaled from a topographic map and have
 BH1007.an estimated accuracy of +/- 6 seconds.
 BH1007
 BH1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1007.The vertical order pertains to the NGVD 29 superseded value.
 BH1007
 BH1007.The geoid height was determined by GEOID03.
 BH1007
 BH1007;                    North         East    Units  Estimated Accuracy
 BH1007;SPC MS E     -   101,280.      246,730.      MT  (+/- 180 meters Scaled)
 BH1007
 BH1007                          SUPERSEDED SURVEY CONTROL
 BH1007
 BH1007  NGVD 29 (??/??/??)    9.154  (m)           30.03   (f) ADJUSTED    2 0
 BH1007
 BH1007.Superseded values are not recommended for survey control.
 BH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1007.See file dsdata.txt to determine how the superseded data were derived.
 BH1007
 BH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU706669(NAD 83)
 BH1007_MARKER: DB = BENCH MARK DISK
 BH1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1007_STAMPING: E 136 1943
 BH1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1007+STABILITY: SURFACE MOTION
 BH1007
 BH1007  HISTORY     - Date     Condition        Report By
 BH1007  HISTORY     - 1943     MONUMENTED       CGS
 BH1007  HISTORY     - 1955     GOOD             CGS
 BH1007  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BH1007
 BH1007                          STATION DESCRIPTION
 BH1007
 BH1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1007'1.95 MI E FROM KILN.
 BH1007'ABOUT 1.95 MILE EAST ALONG A BLACK TOP ROAD FROM THE CONSOLIDATED
 BH1007'SCHOOL AT KILN, 0.35 MILE SOUTHWEST OF A LARGE CONCRETE BRIDGE, 24
 BH1007'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 71 FEET NORTH-NORTHWEST
 BH1007'AND ACROSS THE ROAD FROM THE CENTER OF THE GATE ENTRANCE TO KOCH
 BH1007'RANCH, 21 FEET NORTHEAST OF THE CENTER OF A GATE ON THE NORTHWEST SIDE
 BH1007'OF THE ROAD, 42 FEET NORTHEAST OF A T FENCE CORNERM 14 FEET WEST OF A
 BH1007'12-INCH OAK, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 BH1007'ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 BH1007'PROJECTING 2 INCHES.
 BH1007
 BH1007                          STATION RECOVERY (1989)
 BH1007
 BH1007'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR)
 BH1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0790 ***********************************************************************
 BH0790  DESIGNATION -  E 137
 BH0790  PID         -  BH0790
 BH0790  STATE/COUNTY-  MS/HANCOCK
 BH0790  USGS QUAD   -  NECAISE (1982)
 BH0790
 BH0790                         *CURRENT SURVEY CONTROL
 BH0790  ___________________________________________________________________
 BH0790* NAD 83(1986)-  30 30 21.     (N)    089 29 42.     (W)     SCALED    
 BH0790* NAVD 88     -        19.343  (meters)      63.46   (feet)  ADJUSTED  
 BH0790  ___________________________________________________________________
 BH0790  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH0790  DYNAMIC HT  -          19.318 (meters)      63.38  (feet)  COMP
 BH0790  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BH0790
 BH0790  VERT ORDER  -  FIRST     CLASS II
 BH0790
 BH0790.The horizontal coordinates were scaled from a topographic map and have
 BH0790.an estimated accuracy of +/- 6 seconds.
 BH0790
 BH0790.The orthometric height was determined by differential leveling
 BH0790.and adjusted in February 1994.
 BH0790
 BH0790.The geoid height was determined by GEOID03.
 BH0790
 BH0790.The dynamic height is computed by dividing the NAVD 88
 BH0790.geopotential number by the normal gravity value computed on the
 BH0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0790.degrees latitude (g = 980.6199 gals.).
 BH0790
 BH0790.The modeled gravity was interpolated from observed gravity values.
 BH0790
 BH0790;                    North         East    Units  Estimated Accuracy
 BH0790;SPC MS E     -   111,680.      236,490.      MT  (+/- 180 meters Scaled)
 BH0790
 BH0790                          SUPERSEDED SURVEY CONTROL
 BH0790
 BH0790  NGVD 29 (??/??/??)   19.438  (m)           63.77   (f) ADJUSTED    1 2
 BH0790
 BH0790.Superseded values are not recommended for survey control.
 BH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0790.See file dsdata.txt to determine how the superseded data were derived.
 BH0790
 BH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU605774(NAD 83)
 BH0790_MARKER: DB = BENCH MARK DISK
 BH0790_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BH0790_SP_SET: PREFAB CONC. POST IN EARTH
 BH0790_STAMPING: E 137 1943
 BH0790_MARK LOGO: CGS   
 BH0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0790+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 BH0790
 BH0790  HISTORY     - Date     Condition        Report By
 BH0790  HISTORY     - 1943     MONUMENTED       CGS
 BH0790  HISTORY     - 1972     GOOD             MSHD
 BH0790  HISTORY     - 19930312 GOOD             NGS
 BH0790
 BH0790                          STATION DESCRIPTION
 BH0790
 BH0790'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0790'7.7 MI NW FROM KILN.
 BH0790'THE MARK IS LOCATED 7.7 MILES NORTHWEST OF KILN, 11 MILES EAST OF
 BH0790'PICAYUNE 6.3 MILES SOUTHEAST OF THE COMMUNITY OF CAESAR IN THE
 BH0790'SOUTHEAST 1/4 OF SECTION 21, T 6S, R 15W.  IT IS 240 FEET EAST OF THE
 BH0790'CENTER OF HIGHWAY 43, 225.5 FEET EAST-SOUTHEAST OF THE EAST END OF THE
 BH0790'SOUTH ABUTEMENT OF A CONCRETE BRIDGE OVER HICKORY CREEK, 76 FEET EAST
 BH0790'OF THE CENTER OF AN ABANDONED ROAD, 23 FEET NORTH OF THE CENTER OF A
 BH0790'GRAVELED ROAD, 127 FEET NORTHEAST OF TELEPHONE POLE NO 33, 74 FEET
 BH0790'SOUTHEAST OF THE EAST ONE OF TWO 12 INCH OAKS, 1 FOOT NORTH OF A METAL
 BH0790'WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT
 BH0790'LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF HIGHWAY 43, AND
 BH0790'IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S. POST OFFICE IN
 BH0790'PICAYUNE GO SOUTH ON U.S. HIGHWAY 11 FOR 0.7 MILES TO THE JUNCTION OF
 BH0790'STATE HIGHWAY 43.  TURN LEFT AND GO EAST ON STATE HIGHWAY 43 FOR 1.1
 BH0790'MILES TO THE I-59 OVERPASS.  CONTINUE EAST ON STATE HIGHWAY 43 FOR
 BH0790'10.7 MILES TO A CONCRETE BRIDGE OVER HICKORY CREEK AND THE MARK IS ON
 BH0790'THE LEFT IN THE NORTHEAST ANGLE OF A JUNCTION.
 BH0790
 BH0790                          STATION RECOVERY (1993)
 BH0790
 BH0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0790'29.7 KM (18.45 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH0790'OF U.S. HIGHWAY 90 IN WAVELAND, 73.2 M (240.2 FT) EAST OF THE
 BH0790'HIGHWAY CENTERLINE, 68.7 M (225.4 FT) EAST-SOUTHEAST OF THE EAST END
 BH0790'OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE SPANNING HICKORY CREEK,
 BH0790'21.0 M (68.9 FT) EAST OF THE CENTER OF A DIRT ROAD, 6.9 M (22.6 FT)
 BH0790'NORTH OF THE CENTER OF A DIRT ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 BH0790'THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 BH0790'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1317 ***********************************************************************
 BH1317  DESIGNATION -  E 138
 BH1317  PID         -  BH1317
 BH1317  STATE/COUNTY-  MS/PEARL RIVER
 BH1317  USGS QUAD   -  POPLARVILLE (1986)
 BH1317
 BH1317                         *CURRENT SURVEY CONTROL
 BH1317  ___________________________________________________________________
 BH1317* NAD 83(1986)-  30 49 07.     (N)    089 36 57.     (W)     SCALED    
 BH1317* NAVD 88     -        59.00   (+/-2cm)     193.6    (feet)  VERTCON   
 BH1317  ___________________________________________________________________
 BH1317  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BH1317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1317
 BH1317.The horizontal coordinates were scaled from a topographic map and have
 BH1317.an estimated accuracy of +/- 6 seconds.
 BH1317
 BH1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1317.The vertical order pertains to the NGVD 29 superseded value.
 BH1317
 BH1317.The geoid height was determined by GEOID03.
 BH1317
 BH1317;                    North         East    Units  Estimated Accuracy
 BH1317;SPC MS E     -   146,430.      225,130.      MT  (+/- 180 meters Scaled)
 BH1317
 BH1317                          SUPERSEDED SURVEY CONTROL
 BH1317
 BH1317  NGVD 29 (??/??/??)   59.056  (m)          193.75   (f) ADJUSTED    2 0
 BH1317
 BH1317.Superseded values are not recommended for survey control.
 BH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1317.See file dsdata.txt to determine how the superseded data were derived.
 BH1317
 BH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV497124(NAD 83)
 BH1317_MARKER: DB = BENCH MARK DISK
 BH1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1317_STAMPING: E 138 1943
 BH1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1317+STABILITY: SURFACE MOTION
 BH1317
 BH1317  HISTORY     - Date     Condition        Report By
 BH1317  HISTORY     - 1943     MONUMENTED       CGS
 BH1317  HISTORY     - 1971     GOOD             MSHD
 BH1317  HISTORY     - 20080408 POOR             MSHD
 BH1317
 BH1317                          STATION DESCRIPTION
 BH1317
 BH1317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1317'5.2 MI SW FROM POPLARVILLE.
 BH1317'THE MARK IS LOCATED 5.2 MILES SOUTHWEST OF POPLARVILLE ON THE NORTH
 BH1317'SIDE OF A COUNTY ROAD IN THE NORTHEAST 1/4 OF SECTION 5, T 3S, R 16W
 BH1317'AND ON LAND OWNED BY THE DR. JIM SMITH ESTATE.  IT IS 34 FEET
 BH1317'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTHEAST OF THE
 BH1317'CENTER OF A DRIVEWAY, 32.5 FEET SOUTHEAST OF THE EAST CORNER OF A
 BH1317'GARAGE, 59.5 FEET NORTHWEST OF A 36 INCH OAK, 58 FEET NORTHWEST OF A
 BH1317'METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 BH1317'ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES.  TO
 BH1317'REACH FROM THE PEARL RIVER COUNTY COURTHOUSE IN POPLARVILLE GO NORTH
 BH1317'ON STATE HIGHWAY 26 FOR 1/2 BLOCK TO AN INTERSECTION.  TURN LEFT AND
 BH1317'CONTINUE WEST ON STATE HIGHWAY 26 FOR 0.45 MILES TO THE INTERSECTION
 BH1317'OF U.S. HIGHWAY 11.  CONTINUE WEST ON STATE HIGHWAY 26 FOR 5.6 MILES
 BH1317'TO THE SIDE ROAD RIGHT.  TURN SHARP RIGHT AND CONTINUE NORTHEAST ON A
 BH1317'GRAVELED ROAD FOR 1 MILE TO A 2 STORY FRAME HOUSE ON THE RIGHT AND THE
 BH1317'MARK IS ON THE LEFT.
 BH1317
 BH1317                          STATION RECOVERY (2008)
 BH1317
 BH1317'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BH1317'MARK IS LEANING TO THE S.W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1279 ***********************************************************************
 BH1279  DESIGNATION -  E 139
 BH1279  PID         -  BH1279
 BH1279  STATE/COUNTY-  MS/PEARL RIVER
 BH1279  USGS QUAD   -  INDUSTRIAL (1997)
 BH1279
 BH1279                         *CURRENT SURVEY CONTROL
 BH1279  ___________________________________________________________________
 BH1279* NAD 83(1986)-  30 35 09.     (N)    089 45 02.     (W)     SCALED    
 BH1279* NAVD 88     -        18.42   (+/-2cm)      60.4    (feet)  VERTCON   
 BH1279  ___________________________________________________________________
 BH1279  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BH1279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1279
 BH1279.The horizontal coordinates were scaled from a topographic map and have
 BH1279.an estimated accuracy of +/- 6 seconds.
 BH1279
 BH1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1279.The vertical order pertains to the NGVD 29 superseded value.
 BH1279
 BH1279.The geoid height was determined by GEOID03.
 BH1279
 BH1279;                    North         East    Units  Estimated Accuracy
 BH1279;SPC MS E     -   120,720.      212,030.      MT  (+/- 180 meters Scaled)
 BH1279
 BH1279                          SUPERSEDED SURVEY CONTROL
 BH1279
 BH1279  NGVD 29 (??/??/??)   18.504  (m)           60.71   (f) ADJUSTED    2 0
 BH1279
 BH1279.Superseded values are not recommended for survey control.
 BH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1279.See file dsdata.txt to determine how the superseded data were derived.
 BH1279
 BH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU362869(NAD 83)
 BH1279_MARKER: DB = BENCH MARK DISK
 BH1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1279_STAMPING: E 139 1943
 BH1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1279+STABILITY: SURFACE MOTION
 BH1279
 BH1279  HISTORY     - Date     Condition        Report By
 BH1279  HISTORY     - 1943     MONUMENTED       CGS
 BH1279  HISTORY     - 1970     GOOD             MSHD
 BH1279  HISTORY     - 1972     GOOD             NGS
 BH1279  HISTORY     - 19831223 MARK NOT FOUND   USPSQD
 BH1279
 BH1279                          STATION DESCRIPTION
 BH1279
 BH1279'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BH1279'6 MI NW FROM PICAYUNE.
 BH1279'THE MARK IS LOCATED 6 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BH1279'PICAYUNE NEAR THE WEST CORNER OF THE YARD OF MR. J. V. SMITH.  IT IS
 BH1279'38 FEET NORTHEAST OF THE CENTER OF HIGHWAY 43, 36 FEET NORTHWEST OF
 BH1279'THE CENTER OF A DRIVEWAY, 69 FEET NORTH-NORTHEAST OF POLE NO. 12, 149
 BH1279'FEET WEST OF THE SOUTHWEST CORNER OF A RED BRICK HOUSE, 9.5 FEET EAST
 BH1279'OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A FENCE, 1 FOOT WEST OF A
 BH1279'METAL WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 BH1279'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE
 BH1279'LUCIUS OLEN CROSBY MEMORIAL HOSPITAL IN PICAYUNE GO WEST ON GOODYEAR
 BH1279'BOULEVARD (STATE HIGHWAY 43) FOR 0.7 MILE TO A T INTERSECTION. TURN
 BH1279'RIGHT (NORTH) AND CONTINUE ON STATE HIGHWAY 43 FOR 1.8 MILES TO THE
 BH1279'JUNCTION OF NEW HIGHWAY 43.  CONTINUE WEST ON STATE HIGHWAY 43 FOR 2.8
 BH1279'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON STATE
 BH1279'HIGHWAY 43 FOR 0.85 MILE TO A RED BRICK HOUSE AND THE MARK ON THE
 BH1279'RIGHT.
 BH1279
 BH1279                          STATION RECOVERY (1972)
 BH1279
 BH1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH1279'RECOVERED IN GOOD CONDITION.
 BH1279
 BH1279                          STATION RECOVERY (1983)
 BH1279
 BH1279'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLK)
 BH1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0251 ***********************************************************************
 BV0251  DESIGNATION -  E 14
 BV0251  PID         -  BV0251
 BV0251  STATE/COUNTY-  MS/WAYNE
 BV0251  USGS QUAD   -  MULBERRY (1985)
 BV0251
 BV0251                         *CURRENT SURVEY CONTROL
 BV0251  ___________________________________________________________________
 BV0251* NAD 83(1986)-  31 28 45.     (N)    088 45 06.     (W)     SCALED    
 BV0251* NAVD 88     -        89.92   (+/-2cm)     295.0    (feet)  VERTCON   
 BV0251  ___________________________________________________________________
 BV0251  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV0251  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0251
 BV0251.The horizontal coordinates were scaled from a topographic map and have
 BV0251.an estimated accuracy of +/- 6 seconds.
 BV0251
 BV0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0251.The vertical order pertains to the NGVD 29 superseded value.
 BV0251
 BV0251.The geoid height was determined by GEOID03.
 BV0251
 BV0251;                    North         East    Units  Estimated Accuracy
 BV0251;SPC MS E     -   219,400.      307,760.      MT  (+/- 180 meters Scaled)
 BV0251
 BV0251                          SUPERSEDED SURVEY CONTROL
 BV0251
 BV0251  NGVD 29 (??/??/92)   89.90   (m)          294.9    (f) COMPUTED    1 2
 BV0251
 BV0251.Superseded values are not recommended for survey control.
 BV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0251.See file dsdata.txt to determine how the superseded data were derived.
 BV0251
 BV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV336840(NAD 83)
 BV0251_MARKER: DB = BENCH MARK DISK
 BV0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0251_STAMPING: E 14 1934
 BV0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0251+STABILITY: SURFACE MOTION
 BV0251
 BV0251  HISTORY     - Date     Condition        Report By
 BV0251  HISTORY     - 1934     MONUMENTED       CGS
 BV0251  HISTORY     - 1957     GOOD             NGS
 BV0251
 BV0251                          STATION DESCRIPTION
 BV0251
 BV0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0251'10.25 MI N FROM SANDHILL.
 BV0251'LOCATED 10.25 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION OF
 BV0251'STATE HIGHWAYS 42 AND 63 IN SANDHILL, IN THE SOUTHWEST ANGLE OF A
 BV0251'CROSSROAD, 50 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 33 FEET
 BV0251'SOUTHEAST OF CENTER OF THE ROAD LEADING SOUTHWEST, 38 FEET SOUTHWEST
 BV0251'OF THE CENTER OF STATE HIGHWAY 63 AND 15 FEET SOUTHEAST OF A 6-INCH
 BV0251'OAK TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0251'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0252 ***********************************************************************
 BV0252  DESIGNATION -  E 14 RESET
 BV0252  PID         -  BV0252
 BV0252  STATE/COUNTY-  MS/WAYNE
 BV0252  USGS QUAD   -  MULBERRY (1985)
 BV0252
 BV0252                         *CURRENT SURVEY CONTROL
 BV0252  ___________________________________________________________________
 BV0252* NAD 83(1986)-  31 28 45.     (N)    088 45 05.     (W)     SCALED    
 BV0252* NAVD 88     -        89.16   (+/-2cm)     292.5    (feet)  VERTCON   
 BV0252  ___________________________________________________________________
 BV0252  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV0252  VERT ORDER  -  THIRD (See Below)
 BV0252
 BV0252.The horizontal coordinates were scaled from a topographic map and have
 BV0252.an estimated accuracy of +/- 6 seconds.
 BV0252
 BV0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0252.The vertical order pertains to the NGVD 29 superseded value.
 BV0252
 BV0252.The geoid height was determined by GEOID03.
 BV0252
 BV0252;                    North         East    Units  Estimated Accuracy
 BV0252;SPC MS E     -   219,400.      307,790.      MT  (+/- 180 meters Scaled)
 BV0252
 BV0252                          SUPERSEDED SURVEY CONTROL
 BV0252
 BV0252  NGVD 29 (??/??/??)   89.14   (m)          292.5    (f) RESET       3  
 BV0252
 BV0252.Superseded values are not recommended for survey control.
 BV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0252.See file dsdata.txt to determine how the superseded data were derived.
 BV0252
 BV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV336840(NAD 83)
 BV0252_MARKER: DB = BENCH MARK DISK
 BV0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0252_SP_SET: CONCRETE POST
 BV0252_STAMPING: E 14 RESET 1961
 BV0252_MARK LOGO: CGS   
 BV0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0252+STABILITY: SURFACE MOTION
 BV0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0252+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 BV0252
 BV0252  HISTORY     - Date     Condition        Report By
 BV0252  HISTORY     - 1961     MONUMENTED       CGS
 BV0252  HISTORY     - 19910730 GOOD             MSHD
 BV0252
 BV0252                          STATION DESCRIPTION
 BV0252
 BV0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BV0252'10.25 MI N FROM SANDHILL.
 BV0252'LOCATED 10.25 MILES NORTH ALONG STATE HIGHWAY 63 FROM ITS JUNCTION
 BV0252'WITH STATE HIGHWAY 42 AT SANDHILL IN THE SOUTHWEST ANGLE OF A
 BV0252'CROSSROAD, 71 FEET WEST OF THE CENTER OF THE HIGHWAY AT STATION
 BV0252'185+34, 59 FEET SOUTH OF THE CENTER OF THE ROAD LEADING WEST, 15 FEET
 BV0252'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT
 BV0252'NORTHWEST OF A METAL POST, AND SET IN THE TOP OF A ROUND CONCRETE POST
 BV0252'PROJECTING 6 INCHES ABOVE THE GROUND.
 BV0252
 BV0252                          STATION RECOVERY (1991)
 BV0252
 BV0252'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0252'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF CLARA, IN THE
 BV0252'SOUTH ANGLE OF A CROSSROAD, 9.2 MI (14.8 KM) NORTH OF SAND HILL AND
 BV0252'IS IN SECTION 13, T 6N, R 8W.
 BV0252'TO REACH FROM THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV0252'63 FOR 10.1 MI (16.3 KM) TO A CROSSROAD AND THE MARK ON THE RIGHT.
 BV0252'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 BV0252'2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES,
 BV0252'81.5 FT (24.8 M) SOUTHEAST AND ACROSS THE ROAD FROM A 14 INCH OAK,
 BV0252'72.0 FT (21.9 M) SOUTHWEST OF THE CENTER OF HIGHWAY 63, 34.0 FT
 BV0252'(10.4 M) SOUTHEAST OF THE CENTER OF BREWER TOWN ROAD, 20.5 FT
 BV0252'(6.2 M) SOUTHWEST OF A R.O.W. MARKER, 2.5 FT (0.8 M) EAST-NORTHEAST
 BV0252'OF A FENCE CORNER AND 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS
 BV0252'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0755 ***********************************************************************
 BV0755  DESIGNATION -  E 142
 BV0755  PID         -  BV0755
 BV0755  STATE/COUNTY-  MS/PERRY
 BV0755  USGS QUAD   -  BROOKLYN (1983)
 BV0755
 BV0755                         *CURRENT SURVEY CONTROL
 BV0755  ___________________________________________________________________
 BV0755* NAD 83(1986)-  31 03 54.     (N)    089 08 38.     (W)     SCALED    
 BV0755* NAVD 88     -        48.31   (+/-2cm)     158.5    (feet)  VERTCON   
 BV0755  ___________________________________________________________________
 BV0755  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BV0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0755
 BV0755.The horizontal coordinates were scaled from a topographic map and have
 BV0755.an estimated accuracy of +/- 6 seconds.
 BV0755
 BV0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0755.The vertical order pertains to the NGVD 29 superseded value.
 BV0755
 BV0755.The geoid height was determined by GEOID03.
 BV0755
 BV0755;                    North         East    Units  Estimated Accuracy
 BV0755;SPC MS E     -   173,520.      270,360.      MT  (+/- 180 meters Scaled)
 BV0755
 BV0755                          SUPERSEDED SURVEY CONTROL
 BV0755
 BV0755  NGVD 29 (??/??/92)   48.32   (m)          158.5    (f) COMPUTED    2 0
 BV0755
 BV0755.Superseded values are not recommended for survey control.
 BV0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0755.See file dsdata.txt to determine how the superseded data were derived.
 BV0755
 BV0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV954387(NAD 83)
 BV0755_MARKER: DB = BENCH MARK DISK
 BV0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0755_STAMPING: E 142 1943
 BV0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0755+STABILITY: SURFACE MOTION
 BV0755
 BV0755  HISTORY     - Date     Condition        Report By
 BV0755  HISTORY     - 1943     MONUMENTED       CGS
 BV0755  HISTORY     - 1958     GOOD             NGS
 BV0755
 BV0755                          STATION DESCRIPTION
 BV0755
 BV0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0755'3.0 MI E FROM BROOKLYN.
 BV0755'LOCATED 3.0 MILES NORTHEAST ALONG THE BROOKLYN-MCLAIN ROAD FROM THE
 BV0755'POST OFFICE IN BROOKLYN, IN THE SOUTHWEST CORNER OF THE FRONT YARD OF
 BV0755'PROPERTY OWNED BY MR. GERALD.  IT IS 32 FEET SOUTHWEST OF THE
 BV0755'SOUTHWEST CORNER OF THE HOUSE, 45 FEET NORTH OF THE CENTER OF THE
 BV0755'ROAD, 1.5 FEET SOUTH OF A FENCE LINE, 5 FEET SOUTHWEST OF AN OAK TREE,
 BV0755'AND 11 FEET EAST OF A T FENCE CORNER.  IT IS A STANDARD DISK SET IN
 BV0755'THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST PLUSH WITH THE
 BV0755'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0502 ***********************************************************************
 BH0502  DESIGNATION -  E 143
 BH0502  PID         -  BH0502
 BH0502  STATE/COUNTY-  MS/STONE
 BH0502  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0502
 BH0502                         *CURRENT SURVEY CONTROL
 BH0502  ___________________________________________________________________
 BH0502* NAD 83(1986)-  30 47 41.     (N)    088 53 44.     (W)     SCALED    
 BH0502* NAVD 88     -        32.33   (+/-2cm)     106.1    (feet)  VERTCON   
 BH0502  ___________________________________________________________________
 BH0502  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0502
 BH0502.The horizontal coordinates were scaled from a topographic map and have
 BH0502.an estimated accuracy of +/- 6 seconds.
 BH0502
 BH0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0502.The vertical order pertains to the NGVD 29 superseded value.
 BH0502
 BH0502.The geoid height was determined by GEOID03.
 BH0502
 BH0502;                    North         East    Units  Estimated Accuracy
 BH0502;SPC MS E     -   143,520.      294,050.      MT  (+/- 180 meters Scaled)
 BH0502
 BH0502                          SUPERSEDED SURVEY CONTROL
 BH0502
 BH0502  NGVD 29 (??/??/??)   32.328  (m)          106.06   (f) ADJUSTED    2 0
 BH0502
 BH0502.Superseded values are not recommended for survey control.
 BH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0502.See file dsdata.txt to determine how the superseded data were derived.
 BH0502
 BH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV186083(NAD 83)
 BH0502_MARKER: DB = BENCH MARK DISK
 BH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0502_STAMPING: E 143 1943
 BH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0502+STABILITY: SURFACE MOTION
 BH0502
 BH0502  HISTORY     - Date     Condition        Report By
 BH0502  HISTORY     - 1943     MONUMENTED       CGS
 BH0502  HISTORY     - 1971     GOOD             MSHD
 BH0502  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0502
 BH0502                          STATION DESCRIPTION
 BH0502
 BH0502'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0502'15 MI SE FROM WIGGINS.
 BH0502'THE MARK IS LOCATED 15 MILES SOUTHEAST OF WIGGINS IN THE NORTHWEST
 BH0502'ANGLE OF A T INTERSECTION, 14.4 MILES EAST OF PERKINSTON IN THE
 BH0502'SOUTHWEST 1/4 SECTION 9, T 3S, R 9W.  IT IS 28 FEET NORTHWEST OF THE
 BH0502'CENTER OF A BLACK TOP ROAD, 33 FEET SOUTHWEST OF THE CENTER OF A
 BH0502'GRAVELED ROAD, 21 FEET EAST-SOUTHEAST OF A 10 INCH CHERRY, 19.5 FEET
 BH0502'EAST-NORTHEAST OF A 12 INCH GUM, 91 FEET WEST OF A POWER POLE WITH A
 BH0502'TRANSFORMER AND GUY WIRES, 1 FOOT WEST-NORTHWEST OF A METAL WITNESS
 BH0502'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH
 BH0502'THE ROAD AND PROJECTS 5 INCHES.  TO REACH FROM THE STONE JUNIOR HIGH
 BH0502'SCHOOL 0.5 MILES EAST OF WIGGINS GO EAST ON STATE HIGHWAY 15 AND
 BH0502'CONTINUE EAST ON STATE HIGHWAY 26 FOR 3.3 MILES TO A CROSSROAD.  TURN
 BH0502'RIGHT AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 5.05 MILES TO A T
 BH0502'INTERSECTION AND THE MARK IS ON THE RIGHT.
 BH0502
 BH0502                          STATION RECOVERY (1979)
 BH0502
 BH0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0411 ***********************************************************************
 BH0411  DESIGNATION -  E 145
 BH0411  PID         -  BH0411
 BH0411  STATE/COUNTY-  MS/HARRISON
 BH0411  USGS QUAD   -  BILOXI (1992)
 BH0411
 BH0411                         *CURRENT SURVEY CONTROL
 BH0411  ___________________________________________________________________
 BH0411* NAD 83(1986)-  30 28 47.     (N)    088 59 20.     (W)     SCALED    
 BH0411* NAVD 88     -        20.46   (+/-2cm)      67.1    (feet)  VERTCON   
 BH0411  ___________________________________________________________________
 BH0411  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0411
 BH0411.The horizontal coordinates were scaled from a topographic map and have
 BH0411.an estimated accuracy of +/- 6 seconds.
 BH0411
 BH0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0411.The vertical order pertains to the NGVD 29 superseded value.
 BH0411
 BH0411.The geoid height was determined by GEOID03.
 BH0411
 BH0411;                    North         East    Units  Estimated Accuracy
 BH0411;SPC MS E     -   108,610.      285,060.      MT  (+/- 180 meters Scaled)
 BH0411
 BH0411                          SUPERSEDED SURVEY CONTROL
 BH0411
 BH0411  NGVD 29 (??/??/??)   20.430  (m)           67.03   (f) ADJUSTED    2 0
 BH0411
 BH0411.Superseded values are not recommended for survey control.
 BH0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0411.See file dsdata.txt to determine how the superseded data were derived.
 BH0411
 BH0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU090736(NAD 83)
 BH0411_MARKER: DB = BENCH MARK DISK
 BH0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0411_STAMPING: E 145 1943
 BH0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0411+STABILITY: SURFACE MOTION
 BH0411
 BH0411  HISTORY     - Date     Condition        Report By
 BH0411  HISTORY     - 1943     MONUMENTED       CGS
 BH0411  HISTORY     - 1955     GOOD             CGS
 BH0411  HISTORY     - 1972     GOOD             NGS
 BH0411
 BH0411                          STATION DESCRIPTION
 BH0411
 BH0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0411'7.05 MI N FROM HANDSBORO.
 BH0411'ABOUT 3.9 MILES NORTH ALONG A BLACK TOP ROAD FROM THE ELEMENTARY
 BH0411'SCHOOL AT HANDSBORO, THENCE ABOUT 3.15 MILES NORTHEAST AND NORTH ALONG
 BH0411'A BLACK TOP AND GRADED ROAD, 43 FEET WEST OF CENTER LINE OF ROAD, 64
 BH0411'FEET NORTH OF CENTER LINE OF A DRIVE WEST TO ABANDONED ANDERSENS
 BH0411'NURSERY, 2 FEET SOUTH OF A FENCE LINE AT THE SOUTH END OF A PECAN
 BH0411'ORCHARD, 14 FEET WEST OF THE EXTENDED LINE OF A NORTH-SOUTH ROW OF
 BH0411'LARGE PECAN TREES, 32 FEET NORTH OF A 30-INCH OAK TREE, 63 FEET WEST
 BH0411'AND ACROSS ROAD FROM TELEPHONE POLE NO. 12, ABOUT 1 FOOT ABOVE LEVEL
 BH0411'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BH0411
 BH0411                          STATION RECOVERY (1972)
 BH0411
 BH0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0846 ***********************************************************************
 BH0846  DESIGNATION -  E 146
 BH0846  PID         -  BH0846
 BH0846  STATE/COUNTY-  MS/STONE
 BH0846  USGS QUAD   -  AIREY (1982)
 BH0846
 BH0846                         *CURRENT SURVEY CONTROL
 BH0846  ___________________________________________________________________
 BH0846* NAD 83(1986)-  30 42 14.     (N)    089 01 10.     (W)     SCALED    
 BH0846* NAVD 88     -        45.05   (+/-2cm)     147.8    (feet)  VERTCON   
 BH0846  ___________________________________________________________________
 BH0846  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0846
 BH0846.The horizontal coordinates were scaled from a topographic map and have
 BH0846.an estimated accuracy of +/- 6 seconds.
 BH0846
 BH0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0846.The vertical order pertains to the NGVD 29 superseded value.
 BH0846
 BH0846.The geoid height was determined by GEOID03.
 BH0846
 BH0846;                    North         East    Units  Estimated Accuracy
 BH0846;SPC MS E     -   133,460.      282,170.      MT  (+/- 180 meters Scaled)
 BH0846
 BH0846                          SUPERSEDED SURVEY CONTROL
 BH0846
 BH0846  NGVD 29 (??/??/??)   45.048  (m)          147.79   (f) ADJUSTED    2 0
 BH0846
 BH0846.Superseded values are not recommended for survey control.
 BH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0846.See file dsdata.txt to determine how the superseded data were derived.
 BH0846
 BH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU065985(NAD 83)
 BH0846_MARKER: DB = BENCH MARK DISK
 BH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0846_STAMPING: E 146 1943
 BH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0846+STABILITY: SURFACE MOTION
 BH0846
 BH0846  HISTORY     - Date     Condition        Report By
 BH0846  HISTORY     - 1943     MONUMENTED       CGS
 BH0846  HISTORY     - 1971     GOOD             MSHD
 BH0846
 BH0846                          STATION DESCRIPTION
 BH0846
 BH0846'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0846'8.8 MI SE FROM PERKINSTON.
 BH0846'THE MARK IS LOCATED 8.8 MILES SOUTHEAST OF PERKINSTON, 7.7 MILES
 BH0846'EAST-NORTHEAST OF MCHENRY IN THE NORTHWEST ANGLE OF A T INTERSECTION
 BH0846'IN THE NORTHEAST 1/4 OF SECTION 18, T 4S, R 10W.  IT IS 32 FEET NORTH
 BH0846'OF THE CENTER OF U.S. FOREST ROAD NO 401, 48 FEET WEST OF THE CENTER
 BH0846'OF A GRAVELED ROAD AND 109 FEET NORTHWEST OF A UTILITY POLE NO 142, 8
 BH0846'FEET NORTHWEST OF A SIGN POINTING TO MCHENRY AND AIREY TOWER, 1 FOOT
 BH0846'WEST OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 BH0846'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE INTERSECTION AND
 BH0846'PROJECTS 6 INCHES.  TO REACH FROM THE OVERPASS AT PERKINSTON GO SOUTH
 BH0846'ON U.S. HIGHWAY 49 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 BH0846'SOUTHEAST ON A BLACK TOP ROAD FOR 2.8 MILES TO ANOTHER CROSSROAD. TURN
 BH0846'LEFT AND GO EAST ON A BLACK TOP ROAD FOR 1.5 MILES TO A FORK. TAKE THE
 BH0846'RIGHT FORK AND GO EAST ON A BLACK TOP ROAD FOR 4.15 MILES TO A SIDE
 BH0846'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 2 MILES TO
 BH0846'A T INTERSECTION AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0700 ***********************************************************************
 BV0700  DESIGNATION -  E 147
 BV0700  PID         -  BV0700
 BV0700  STATE/COUNTY-  MS/FORREST
 BV0700  USGS QUAD   -  BROOKLYN (1983)
 BV0700
 BV0700                         *CURRENT SURVEY CONTROL
 BV0700  ___________________________________________________________________
 BV0700* NAD 83(1986)-  31 04 39.     (N)    089 13 41.     (W)     SCALED    
 BV0700* NAVD 88     -        82.77   (+/-2cm)     271.6    (feet)  VERTCON   
 BV0700  ___________________________________________________________________
 BV0700  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BV0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0700
 BV0700.The horizontal coordinates were scaled from a topographic map and have
 BV0700.an estimated accuracy of +/- 6 seconds.
 BV0700
 BV0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0700.The vertical order pertains to the NGVD 29 superseded value.
 BV0700
 BV0700.The geoid height was determined by GEOID03.
 BV0700
 BV0700;                    North         East    Units  Estimated Accuracy
 BV0700;SPC MS E     -   174,940.      262,340.      MT  (+/- 180 meters Scaled)
 BV0700
 BV0700                          SUPERSEDED SURVEY CONTROL
 BV0700
 BV0700  NGVD 29 (??/??/92)   82.782  (m)          271.59   (f) ADJ UNCH    2 0
 BV0700
 BV0700.Superseded values are not recommended for survey control.
 BV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0700.See file dsdata.txt to determine how the superseded data were derived.
 BV0700
 BV0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV874403(NAD 83)
 BV0700_MARKER: DB = BENCH MARK DISK
 BV0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0700_STAMPING: E 147 1943 (271.594)
 BV0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0700+STABILITY: SURFACE MOTION
 BV0700
 BV0700  HISTORY     - Date     Condition        Report By
 BV0700  HISTORY     - 1943     MONUMENTED       CGS
 BV0700  HISTORY     - 1956     GOOD             NGS
 BV0700  HISTORY     - 1964     GOOD             NGS
 BV0700
 BV0700                          STATION DESCRIPTION
 BV0700
 BV0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0700'3.3 MI NW FROM BROOKLYN.
 BV0700'LOCATED 3.3 MILES NORTHWEST ALONG THE BROOKLYN-PURVIS ROAD FROM THE
 BV0700'POST OFFICE IN BROOKLYN, ACROSS THE ROAD FROM THE J.E. ESSARY HOUSE,
 BV0700'165 FEET SOUTHWEST OF THE BARN, 110 FEET EAST AND ACROSS THE ROAD FROM
 BV0700'A LARGE OAK TREE, 23 FEET NORTHWEST OF A POWER POLE, 34 FEET NORTHEAST
 BV0700'OF THE CENTER OF THE ROAD, 12.5 FEET NORTHEAST OF A FENCE, 18 FEET
 BV0700'NORTHWEST OF A T FENCE CORNER AND 12 FEET EAST OF THE PROJECTED PLANE
 BV0700'OF THE EAST SIDE OF THE HOUSE ON THE SOUTH SIDE OF THE ROAD. IT IS A
 BV0700'STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 3
 BV0700'INCHES AND ABOUT LEVEL WITH THE ROAD. TO REACH THE MARK FROM THE POST
 BV0700'OFFICE IN BROOKLYN GO WEST FOR 1.0 MILE TO U.S. HIGHWAY 49, TURN
 BV0700'RIGHT, NORTH, AND GO 1.0 MILE TO A CROSS ROAD, TURN LEFT, WEST AND GO
 BV0700'1.1 MILES TO THE MARK ON THE RIGHT.
 BV0700
 BV0700                          STATION RECOVERY (1964)
 BV0700
 BV0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0554 ***********************************************************************
 BH0554  DESIGNATION -  E 148
 BH0554  PID         -  BH0554
 BH0554  STATE/COUNTY-  MS/PERRY
 BH0554  USGS QUAD   -  BARBARA (1982)
 BH0554
 BH0554                         *CURRENT SURVEY CONTROL
 BH0554  ___________________________________________________________________
 BH0554* NAD 83(1986)-  30 54 48.     (N)    088 54 13.     (W)     SCALED    
 BH0554* NAVD 88     -        64.32   (+/-2cm)     211.0    (feet)  VERTCON   
 BH0554  ___________________________________________________________________
 BH0554  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BH0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0554
 BH0554.The horizontal coordinates were scaled from a topographic map and have
 BH0554.an estimated accuracy of +/- 6 seconds.
 BH0554
 BH0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0554.The vertical order pertains to the NGVD 29 superseded value.
 BH0554
 BH0554.The geoid height was determined by GEOID03.
 BH0554
 BH0554;                    North         East    Units  Estimated Accuracy
 BH0554;SPC MS E     -   156,670.      293,280.      MT  (+/- 180 meters Scaled)
 BH0554
 BH0554                          SUPERSEDED SURVEY CONTROL
 BH0554
 BH0554  NGVD 29 (??/??/??)   64.320  (m)          211.02   (f) ADJUSTED    2 0
 BH0554
 BH0554.Superseded values are not recommended for survey control.
 BH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0554.See file dsdata.txt to determine how the superseded data were derived.
 BH0554
 BH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV180215(NAD 83)
 BH0554_MARKER: DB = BENCH MARK DISK
 BH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0554_STAMPING: E 148 1943
 BH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0554+STABILITY: SURFACE MOTION
 BH0554
 BH0554  HISTORY     - Date     Condition        Report By
 BH0554  HISTORY     - 1943     MONUMENTED       CGS
 BH0554  HISTORY     - 1966     GOOD             MSHD
 BH0554
 BH0554                          STATION DESCRIPTION
 BH0554
 BH0554'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BH0554'22.45 MI NW FROM LUCEDALE.
 BH0554'TO REACH FROM THE FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 98
 BH0554'IN LUCEDALE GO NORTH FOR 0.25 MILES TO HIGHWAY 26, TURN LEFT AND GO
 BH0554'14.65 MILES TO THE INTERSECTION OF HIGHWAY 57, TURN RIGHT AND GO 0.2
 BH0554'MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT AND GO 8.25 MILES TO A
 BH0554'TRACK ROAD AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0693 ***********************************************************************
 BV0693  DESIGNATION -  E 149
 BV0693  PID         -  BV0693
 BV0693  STATE/COUNTY-  MS/LAMAR
 BV0693  USGS QUAD   -  DIXIE (1982)
 BV0693
 BV0693                         *CURRENT SURVEY CONTROL
 BV0693  ___________________________________________________________________
 BV0693* NAD 83(1986)-  31 11 48.     (N)    089 21 50.     (W)     SCALED    
 BV0693* NAVD 88     -        97.84   (+/-2cm)     321.0    (feet)  VERTCON   
 BV0693  ___________________________________________________________________
 BV0693  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BV0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0693
 BV0693.The horizontal coordinates were scaled from a topographic map and have
 BV0693.an estimated accuracy of +/- 6 seconds.
 BV0693
 BV0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0693.The vertical order pertains to the NGVD 29 superseded value.
 BV0693
 BV0693.The geoid height was determined by GEOID03.
 BV0693
 BV0693;                    North         East    Units  Estimated Accuracy
 BV0693;SPC MS E     -   188,200.      249,440.      MT  (+/- 180 meters Scaled)
 BV0693
 BV0693                          SUPERSEDED SURVEY CONTROL
 BV0693
 BV0693  NGVD 29 (??/??/92)   97.861  (m)          321.07   (f) ADJ UNCH    2 0
 BV0693
 BV0693.Superseded values are not recommended for survey control.
 BV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0693.See file dsdata.txt to determine how the superseded data were derived.
 BV0693
 BV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV747538(NAD 83)
 BV0693_MARKER: DB = BENCH MARK DISK
 BV0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0693_STAMPING: E 149 1943 (321.066)
 BV0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0693+STABILITY: SURFACE MOTION
 BV0693
 BV0693  HISTORY     - Date     Condition        Report By
 BV0693  HISTORY     - 1943     MONUMENTED       CGS
 BV0693  HISTORY     - 1956     GOOD             NGS
 BV0693  HISTORY     - 1964     GOOD             NGS
 BV0693
 BV0693                          STATION DESCRIPTION
 BV0693
 BV0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0693'10.0 MI NW FROM CAMP SHELBY.
 BV0693'LOCATED 10.0 MILE NORTHWEST OF CAMP SHELBY, 0.5 MILE SOUTHEAST OF THE
 BV0693'JUNCTION WITH U.S. HIGHWAY 11, ON THE TOP OF A HILL, 58 FEET NORTH OF
 BV0693'THE PROJECTED PLANE OF THE NORTH SIDE OF A HOUSE ON THE EAST SIDE OF
 BV0693'THE ROAD WITH IMITATION BRICK SIDING, 0.1 MILE NORTH OF A PIPE LINE
 BV0693'CROSSING, 28 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 137 FEET
 BV0693'NORTHWEST OF A PECAN TREE, 12.5 FEET EAST OF AN OAK TREE, AND 13 FEET
 BV0693'SOUTHWEST OF POWER POLE NO. A 401 WITH A TRANSFORMER AND WIRES LEADING
 BV0693'THREE DIRECTIONS.  IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST
 BV0693'CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE ROAD. TO
 BV0693'REACH THE MARK FROM THE WEST ENTRANCE TO CAMP SHELBY ON U.S. HIGHWAY
 BV0693'49, GO NORTH ON U.S. HIGHWAY 49 FOR 2.0 MILES TO A CROSSROAD, TURN
 BV0693'LEFT AND GO WEST FOR 1.9 MILES TO A T INTERSECTION, TURN RIGHT, AND GO
 BV0693'NORTH FOR 0.7 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.7
 BV0693'MILE TO A T INTERSECTION, TURN LEFT, AND GO SOUTH FOR 1.0 MILE TO A
 BV0693'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 3.0 MILES TO A SIDE ROAD
 BV0693'RIGHT, TURN RIGHT AND GO NORTH FOR 0.7 MILE TO THE MARK ON THE LEFT
 BV0693'AND THE HOUSE ON THE RIGHT.
 BV0693
 BV0693                          STATION RECOVERY (1964)
 BV0693
 BV0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0457 ***********************************************************************
 BH0457  DESIGNATION -  E 15
 BH0457  PID         -  BH0457
 BH0457  STATE/COUNTY-  MS/GEORGE
 BH0457  USGS QUAD   -  LUCEDALE (1982)
 BH0457
 BH0457                         *CURRENT SURVEY CONTROL
 BH0457  ___________________________________________________________________
 BH0457* NAD 83(1986)-  30 56 39.     (N)    088 36 58.     (W)     SCALED    
 BH0457* NAVD 88     -        43.696  (meters)     143.36   (feet)  ADJUSTED  
 BH0457  ___________________________________________________________________
 BH0457  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0457  DYNAMIC HT  -          43.639 (meters)     143.17  (feet)  COMP
 BH0457  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BH0457
 BH0457  VERT ORDER  -  SECOND    CLASS 0
 BH0457
 BH0457.The horizontal coordinates were scaled from a topographic map and have
 BH0457.an estimated accuracy of +/- 6 seconds.
 BH0457
 BH0457.The orthometric height was determined by differential leveling
 BH0457.and adjusted in May 1996.
 BH0457
 BH0457.The geoid height was determined by GEOID03.
 BH0457
 BH0457.The dynamic height is computed by dividing the NAVD 88
 BH0457.geopotential number by the normal gravity value computed on the
 BH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0457.degrees latitude (g = 980.6199 gals.).
 BH0457
 BH0457.The modeled gravity was interpolated from observed gravity values.
 BH0457
 BH0457;                    North         East    Units  Estimated Accuracy
 BH0457;SPC MS E     -   160,110.      320,760.      MT  (+/- 180 meters Scaled)
 BH0457
 BH0457                          SUPERSEDED SURVEY CONTROL
 BH0457
 BH0457  NGVD 29 (??/??/??)   43.732  (m)          143.48   (f) ADJUSTED    2 0
 BH0457
 BH0457.Superseded values are not recommended for survey control.
 BH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0457.See file dsdata.txt to determine how the superseded data were derived.
 BH0457
 BH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV456245(NAD 83)
 BH0457_MARKER: DB = BENCH MARK DISK
 BH0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0457_STAMPING: E 15 1934
 BH0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0457+STABILITY: SURFACE MOTION
 BH0457
 BH0457  HISTORY     - Date     Condition        Report By
 BH0457  HISTORY     - 1934     MONUMENTED       CGS
 BH0457  HISTORY     - 1971     GOOD             MSHD
 BH0457
 BH0457                          STATION DESCRIPTION
 BH0457
 BH0457'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0457'2 MI NW FROM LUCEDALE.
 BH0457'THE MARK IS LOCATED 2 MILES NORTHWEST OF LUCEDALE ON THE SOUTH
 BH0457'RIGHT-OF-WAY OF THE G.M. AND O. RAILROAD TRACK IN THE NORTHEAST END OF
 BH0457'A SIDING LEADING TO A SAWMILL, ABOUT 600 FEET NORTHEAST OF THE MILL,
 BH0457'ABOUT 200 FEET WEST OF A SET OF LARGE METAL CULVERTS IN THE SE 1/4 OF
 BH0457'SECTION 19, T1S, R6W.  IT IS 33 FEET SOUTH OF THE SOUTH RAIL, 54.5
 BH0457'FEET SOUTHWEST OF A SWITCH STAND AT THE NORTHEAST END OF A SIDE TRACK
 BH0457'LEADING TO THE MILL, 5 FEET EAST OF POLE NO. 1490 1/2 WHERE WIRES
 BH0457'CROSS THE TRACK AT AN ANGLE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 BH0457'IN LINE WITH A ROW OF POLES, SET IN THE TOP OF A 9-INCH SQUARE
 BH0457'CONCRETE POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND PROJECTS
 BH0457'4 INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE, GO
 BH0457'WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF MISS.
 BH0457'HIGHWAYS 26 AND 63.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.8 MILES TO
 BH0457'A SIDE ROAD LEFT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 0.55 MILE
 BH0457'TO A DRIVEWAY CROSSING THE G.M. AND O. RAILROAD TRACK, THENCE EAST
 BH0457'ALONG THE RAILROAD TRACK FOR ABOUT 0.35 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0958 ***********************************************************************
 BV0958  DESIGNATION -  E 151
 BV0958  PID         -  BV0958
 BV0958  STATE/COUNTY-  MS/MARION
 BV0958  USGS QUAD   -  SANDY HOOK (1970)
 BV0958
 BV0958                         *CURRENT SURVEY CONTROL
 BV0958  ___________________________________________________________________
 BV0958* NAD 83(1986)-  31 02 08.     (N)    089 47 13.     (W)     SCALED    
 BV0958* NAVD 88     -        34.04   (+/-2cm)     111.7    (feet)  VERTCON   
 BV0958  ___________________________________________________________________
 BV0958  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0958
 BV0958.The horizontal coordinates were scaled from a topographic map and have
 BV0958.an estimated accuracy of +/- 6 seconds.
 BV0958
 BV0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0958.The vertical order pertains to the NGVD 29 superseded value.
 BV0958
 BV0958.The geoid height was determined by GEOID03.
 BV0958
 BV0958;                    North         East    Units  Estimated Accuracy
 BV0958;SPC MS W     -   170,350.      752,160.      MT  (+/- 180 meters Scaled)
 BV0958
 BV0958                          SUPERSEDED SURVEY CONTROL
 BV0958
 BV0958  NGVD 29 (??/??/92)   34.10   (m)          111.9    (f) COMPUTED    2 0
 BV0958
 BV0958.Superseded values are not recommended for survey control.
 BV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0958.See file dsdata.txt to determine how the superseded data were derived.
 BV0958
 BV0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV339368(NAD 83)
 BV0958_MARKER: DB = BENCH MARK DISK
 BV0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0958_STAMPING: E 151 1943 111.332
 BV0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0958+STABILITY: SURFACE MOTION
 BV0958
 BV0958  HISTORY     - Date     Condition        Report By
 BV0958  HISTORY     - 1943     MONUMENTED       CGS
 BV0958  HISTORY     - 1969     GOOD             MSHD
 BV0958
 BV0958                          STATION DESCRIPTION
 BV0958
 BV0958'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0958'14.6 MI SE FROM FOXWORTH.
 BV0958'THE MARK IS LOCAED 14.6 MILES SE OF FOXWORTH, 8 MILES SW OF THE
 BV0958'VILLAGE OF HUB, 0.8 MILE SE OF THE COMMUNITY OF SANDY HOOK ON THE
 BV0958'NORTH SIDE OF A PRIVATE ROAD OWNED BY AN OIL COMPANY IN THE SE 1/4 OF
 BV0958'SECTION 21, T 1N, R 14E.  IT IS 18 FEET NE OF THE CENTER OF A GRAVELED
 BV0958'ROAD, 22 FEET NW OF THE NW CORNER OF A CATTLE GUARD, 20 FEET W-NW OF A
 BV0958'FENCE 8.5 FEET SW OF A 14 INCH OAK, 46 FEET EAST OF A POWER LINE POLE
 BV0958'WITH A GUY WIRE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP
 BV0958'OF A 6 INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BV0958'ROAD AND PROJECTS 6 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 BV0958'FOXWORTH GO EAST ON MISSISSIPPI HIGHWAY 587 FOR 0.35 MILE TO THE
 BV0958'INTERSECTION OF U.S. HIGHWAY 98.  TURN SHARP RIGHT AND CONTINUE SW ON
 BV0958'U.S. HIGHWAY 98 FOR 0.7 MILE TO THE JUNCTION OF MISSISSIPPI HGIHWAY
 BV0958'35.. TURN LEFT (SE) AND CONTINUE ON MISSISSIPPI HIGHWAY 35 FOR 13.6
 BV0958'MILES TO A CROSSROADS IN THE VILLAGE OF SANDY HOOK.  TURN LEFT (NE)
 BV0958'AND CONTINUE ON A BLACKTOP ROAD FOR 0.3 MILE TO THE CROSSING OF THE GM
 BV0958'AND O RAILROAD TRACK.  CONTINUE (SE) ON A GRAVELED ROAD FOR 0.8 MILE
 BV0958'TO THE SECOND CATTLE GUARD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1388 ***********************************************************************
 BH1388  DESIGNATION -  E 153
 BH1388  PID         -  BH1388
 BH1388  STATE/COUNTY-  MS/PEARL RIVER
 BH1388  USGS QUAD   -  MILLARD (1986)
 BH1388
 BH1388                         *CURRENT SURVEY CONTROL
 BH1388  ___________________________________________________________________
 BH1388* NAD 83(1986)-  30 39 25.     (N)    089 36 53.     (W)     SCALED    
 BH1388* NAVD 88     -        54.61   (+/-2cm)     179.2    (feet)  VERTCON   
 BH1388  ___________________________________________________________________
 BH1388  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BH1388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1388
 BH1388.The horizontal coordinates were scaled from a topographic map and have
 BH1388.an estimated accuracy of +/- 6 seconds.
 BH1388
 BH1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1388.The vertical order pertains to the NGVD 29 superseded value.
 BH1388
 BH1388.The geoid height was determined by GEOID03.
 BH1388
 BH1388;                    North         East    Units  Estimated Accuracy
 BH1388;SPC MS E     -   128,510.      225,110.      MT  (+/- 180 meters Scaled)
 BH1388
 BH1388                          SUPERSEDED SURVEY CONTROL
 BH1388
 BH1388  NGVD 29 (??/??/??)   54.683  (m)          179.41   (f) ADJUSTED    2 0
 BH1388
 BH1388.Superseded values are not recommended for survey control.
 BH1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1388.See file dsdata.txt to determine how the superseded data were derived.
 BH1388
 BH1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU494945(NAD 83)
 BH1388_MARKER: DB = BENCH MARK DISK
 BH1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1388_STAMPING: E 153 1943
 BH1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1388+STABILITY: SURFACE MOTION
 BH1388
 BH1388  HISTORY     - Date     Condition        Report By
 BH1388  HISTORY     - 1943     MONUMENTED       CGS
 BH1388  HISTORY     - 1971     GOOD             MSHD
 BH1388
 BH1388                          STATION DESCRIPTION
 BH1388
 BH1388'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1388'1.7 MI SE FROM MCNEILL.
 BH1388'THE MARK IS LOCATED 1.7 MILES SOUTHEAST OF MCNEILL ON THE NORTH R.O.W.
 BH1388'OF AN UNNUMBERED STATE HIGHWAY, 9.7 MILES NORTHEAST OF PICAYUNE, 2
 BH1388'MILES WEST OF INTERSTATE HIGHWAY 59 IN THE NORTHEAST 1/4 OF SECTION
 BH1388'32, T4S, R16W.  IT IS 35 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD,
 BH1388'45 FEET EAST OF THE EAST END OF A CIRCULAR DRIVEWAY, 76 FEET EAST OF
 BH1388'THE EXTENDED EAST WALL OF A WHITE FRAME HOUSE, 37 FEET WEST OF A
 BH1388'12-INCH PINE, 76.5 FEET NORTHWEST AND ACROSS THE ROAD FROM A 30-INCH
 BH1388'OAK, 2 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST. IT
 BH1388'IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE
 BH1388'THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH THE
 BH1388'MARK FROM THE U.S. POST OFFICE IN MCNEILL GO EAST ON A BLACK TOP ROAD
 BH1388'FOR 1.45 MILES TO A CROSSROAD.  CONTINUE EAST ON A BLACK TOP ROAD FOR
 BH1388'115 YARDS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0776 ***********************************************************************
 BH0776  DESIGNATION -  E 154
 BH0776  PID         -  BH0776
 BH0776  STATE/COUNTY-  MS/PEARL RIVER
 BH0776  USGS QUAD   -  SAVANNAH (1982)
 BH0776
 BH0776                         *CURRENT SURVEY CONTROL
 BH0776  ___________________________________________________________________
 BH0776* NAD 83(1986)-  30 41 14.     (N)    089 27 03.     (W)     SCALED    
 BH0776* NAVD 88     -        82.09   (+/-2cm)     269.3    (feet)  VERTCON   
 BH0776  ___________________________________________________________________
 BH0776  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BH0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0776
 BH0776.The horizontal coordinates were scaled from a topographic map and have
 BH0776.an estimated accuracy of +/- 6 seconds.
 BH0776
 BH0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0776.The vertical order pertains to the NGVD 29 superseded value.
 BH0776
 BH0776.The geoid height was determined by GEOID03.
 BH0776
 BH0776;                    North         East    Units  Estimated Accuracy
 BH0776;SPC MS E     -   131,770.      240,840.      MT  (+/- 180 meters Scaled)
 BH0776
 BH0776                          SUPERSEDED SURVEY CONTROL
 BH0776
 BH0776  NGVD 29 (??/??/??)   82.139  (m)          269.48   (f) ADJUSTED    2 0
 BH0776
 BH0776.Superseded values are not recommended for survey control.
 BH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0776.See file dsdata.txt to determine how the superseded data were derived.
 BH0776
 BH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU652975(NAD 83)
 BH0776_MARKER: DB = BENCH MARK DISK
 BH0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0776_STAMPING: E 154 1943
 BH0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0776+STABILITY: SURFACE MOTION
 BH0776
 BH0776  HISTORY     - Date     Condition        Report By
 BH0776  HISTORY     - 1943     MONUMENTED       CGS
 BH0776  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH0776  HISTORY     - 1981     MARK NOT FOUND   USGS
 BH0776
 BH0776                          STATION DESCRIPTION
 BH0776
 BH0776'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0776'4.05 MI SE FROM SAVANNAH.
 BH0776'THE MARK IS LOCATED ABOUT 4.05 MILES SOUTHEAST ALONG STATE HIGHWAY 53
 BH0776'FROM THE SCHOOL AT SAVANNAH, AT THE JUNCTION OF THE ROAD SOUTHWEST, 33
 BH0776'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTHWEST OF
 BH0776'THE CENTER LINE OF THE ROAD SOUTHWEST, 168 FEET SOUTH SOUTHEAST AND
 BH0776'ACROSS THE HIGHWAY FROM THE POWER POLE, 28 FEET NORTH OF A FENCE
 BH0776'CORNER, 17 FEET NORTHEAST OF A FENCE LINE AND IN THE TOP OF A CONCRETE
 BH0776'POST PROJECTING 6 INCHES.  NOTE-- A HOLE WAS FOUND IN THE VICINITY OF
 BH0776'THE MARK INDICATING THAT IT IS DESTROYED.
 BH0776
 BH0776                          STATION RECOVERY (1981)
 BH0776
 BH0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BH0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0595 ***********************************************************************
 BV0595  DESIGNATION -  E 156
 BV0595  PID         -  BV0595
 BV0595  STATE/COUNTY-  MS/FORREST
 BV0595  USGS QUAD   -  BARRONTOWN (1985)
 BV0595
 BV0595                         *CURRENT SURVEY CONTROL
 BV0595  ___________________________________________________________________
 BV0595* NAD 83(1986)-  31 23 12.     (N)    089 11 38.     (W)     SCALED    
 BV0595* NAVD 88     -        85.30   (+/-2cm)     279.9    (feet)  VERTCON   
 BV0595  ___________________________________________________________________
 BV0595  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BV0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0595
 BV0595.The horizontal coordinates were scaled from a topographic map and have
 BV0595.an estimated accuracy of +/- 6 seconds.
 BV0595
 BV0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0595.The vertical order pertains to the NGVD 29 superseded value.
 BV0595
 BV0595.The geoid height was determined by GEOID03.
 BV0595
 BV0595;                    North         East    Units  Estimated Accuracy
 BV0595;SPC MS E     -   209,200.      265,710.      MT  (+/- 180 meters Scaled)
 BV0595
 BV0595                          SUPERSEDED SURVEY CONTROL
 BV0595
 BV0595  NGVD 29 (??/??/92)   85.303  (m)          279.86   (f) ADJ UNCH    2 0
 BV0595
 BV0595.Superseded values are not recommended for survey control.
 BV0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0595.See file dsdata.txt to determine how the superseded data were derived.
 BV0595
 BV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV913745(NAD 83)
 BV0595_MARKER: DB = BENCH MARK DISK
 BV0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0595_STAMPING: E 156 1943
 BV0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0595+STABILITY: SURFACE MOTION
 BV0595
 BV0595  HISTORY     - Date     Condition        Report By
 BV0595  HISTORY     - 1943     MONUMENTED       CGS
 BV0595  HISTORY     - 1957     GOOD             NGS
 BV0595  HISTORY     - 1964     GOOD             NGS
 BV0595
 BV0595                          STATION DESCRIPTION
 BV0595
 BV0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0595'4.9 MI NE FROM PETAL.
 BV0595'LOCATED 4.9 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 BV0595'WITH STATE HIGHWAY 42 WHICH IS JUST EAST OF THE PETAL HIGH SCHOOL IN
 BV0595'PETAL, AT A Y INTERSECTION AND NEAR POPS SPOT CASH GROCERY STORE.  IT
 BV0595'IS 48 FEET NORTH OF THE CENTER OF A FENCE CORNER AND WEST END OF A
 BV0595'WIRE GATE, 34 FEET SOUTH OF AN 18-INCH PECAN TREE, AND 36 FEET WEST OF
 BV0595'A TELEPHONE POLE WHERE THE WIRES CROSS THE HIGHWAY.  IT IS A STANDARD
 BV0595'DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 2 INCHES AND
 BV0595'ABOUT LEVEL WITH THE ROAD.
 BV0595
 BV0595                          STATION RECOVERY (1964)
 BV0595
 BV0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0609 ***********************************************************************
 BV0609  DESIGNATION -  E 157
 BV0609  PID         -  BV0609
 BV0609  STATE/COUNTY-  MS/JONES
 BV0609  USGS QUAD   -  OVETT (1985)
 BV0609
 BV0609                         *CURRENT SURVEY CONTROL
 BV0609  ___________________________________________________________________
 BV0609* NAD 83(1986)-  31 29 01.     (N)    089 06 41.     (W)     SCALED    
 BV0609* NAVD 88     -       105.32   (+/-2cm)     345.5    (feet)  VERTCON   
 BV0609  ___________________________________________________________________
 BV0609  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BV0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0609
 BV0609.The horizontal coordinates were scaled from a topographic map and have
 BV0609.an estimated accuracy of +/- 6 seconds.
 BV0609
 BV0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0609.The vertical order pertains to the NGVD 29 superseded value.
 BV0609
 BV0609.The geoid height was determined by GEOID03.
 BV0609
 BV0609;                    North         East    Units  Estimated Accuracy
 BV0609;SPC MS E     -   219,930.      273,580.      MT  (+/- 180 meters Scaled)
 BV0609
 BV0609                          SUPERSEDED SURVEY CONTROL
 BV0609
 BV0609  NGVD 29 (??/??/92)  105.320  (m)          345.54   (f) ADJ UNCH    2 0
 BV0609
 BV0609.Superseded values are not recommended for survey control.
 BV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0609.See file dsdata.txt to determine how the superseded data were derived.
 BV0609
 BV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV994851(NAD 83)
 BV0609_MARKER: DB = BENCH MARK DISK
 BV0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0609_STAMPING: E 157 1943
 BV0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0609+STABILITY: SURFACE MOTION
 BV0609
 BV0609  HISTORY     - Date     Condition        Report By
 BV0609  HISTORY     - 1943     MONUMENTED       CGS
 BV0609  HISTORY     - 1957     GOOD             NGS
 BV0609  HISTORY     - 1964     GOOD             NGS
 BV0609
 BV0609                          STATION DESCRIPTION
 BV0609
 BV0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0609'5.45 MI W FROM OVETT.
 BV0609'LOCATED 1.2 MILES WEST ALONG BLACK TOP ROAD FROM THE GULF, MOBILE AND
 BV0609'OHIO RAILROAD STATION IN OVETT, THEN TAKE RIGHT FORK AND GO WEST FOR
 BV0609'2.65 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH AND WEST FOR 1.6
 BV0609'MILE ON GRAVELED ROAD TO THE MARK IN THE SOUTHWEST CORNER OF THE FRONT
 BV0609'YARD OF THE R. M. MURPHY HOME WHICH IS ON THE WEST SLOPE OF A HILL. IT
 BV0609'IS 133 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27 FEET
 BV0609'NORTH OF THE CENTER OF THE ROAD, 16 FEET EAST-NORTHEAST OF A FENCE
 BV0609'CORNER, 32 FEET SOUTHWEST OF A 20-INCH OAK TREE (THE SOUTH ONE OF
 BV0609'TWO), AND 81 FEET WEST OF THE CENTER OF THE DRIVE WAY TO THE HOUSE. IT
 BV0609'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BV0609'INCHES AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 BV0609
 BV0609                          STATION RECOVERY (1964)
 BV0609
 BV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0565 ***********************************************************************
 BV0565  DESIGNATION -  E 158
 BV0565  PID         -  BV0565
 BV0565  STATE/COUNTY-  MS/PERRY
 BV0565  USGS QUAD   -  OVETT SE (1985)
 BV0565
 BV0565                         *CURRENT SURVEY CONTROL
 BV0565  ___________________________________________________________________
 BV0565* NAD 83(1986)-  31 18 02.     (N)    089 05 40.     (W)     SCALED    
 BV0565* NAVD 88     -        40.50   (+/-2cm)     132.9    (feet)  VERTCON   
 BV0565  ___________________________________________________________________
 BV0565  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV0565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0565
 BV0565.The horizontal coordinates were scaled from a topographic map and have
 BV0565.an estimated accuracy of +/- 6 seconds.
 BV0565
 BV0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0565.The vertical order pertains to the NGVD 29 superseded value.
 BV0565
 BV0565.The geoid height was determined by GEOID03.
 BV0565
 BV0565;                    North         East    Units  Estimated Accuracy
 BV0565;SPC MS E     -   199,630.      275,140.      MT  (+/- 180 meters Scaled)
 BV0565
 BV0565                          SUPERSEDED SURVEY CONTROL
 BV0565
 BV0565  NGVD 29 (??/??/92)   40.507  (m)          132.90   (f) ADJ UNCH    2 0
 BV0565
 BV0565.Superseded values are not recommended for survey control.
 BV0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0565.See file dsdata.txt to determine how the superseded data were derived.
 BV0565
 BV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV006648(NAD 83)
 BV0565_MARKER: DB = BENCH MARK DISK
 BV0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0565_STAMPING: E 158 1943
 BV0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0565+STABILITY: SURFACE MOTION
 BV0565
 BV0565  HISTORY     - Date     Condition        Report By
 BV0565  HISTORY     - 1943     MONUMENTED       CGS
 BV0565  HISTORY     - 1957     GOOD             NGS
 BV0565
 BV0565                          STATION DESCRIPTION
 BV0565
 BV0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0565'5.3 MI S FROM RUNNELSTOWN.
 BV0565'LOCATED 5.3 MILES SOUTH ALONG THE STATE HIGHWAY 29 FROM ITS JUNCTION
 BV0565'WITH STATE HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, IN THE
 BV0565'SOUTHWEST CORNER OF THE FRONT YARD OF AN ABANDONED HOUSE ON THE EAST
 BV0565'SIDE OF THE HIGHWAY.  IT IS 36 FEET EAST OF THE CENTER OF THE HIGHWAY,
 BV0565'41 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 34 FEET SOUTH OF AN
 BV0565'18-INCH OAK TREE IN A FENCE LINE, 8 FEET EAST OF A FENCE CORNER, 68
 BV0565'FEET WEST-SOUTHWEST OF THE CHIMNEY OF THE ABANDONED HOUSE AND 41 FEET
 BV0565'SOUTHWEST OF AN ELM TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0565'PRECAST CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE
 BV0565'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0745 ***********************************************************************
 BV0745  DESIGNATION -  E 16
 BV0745  PID         -  BV0745
 BV0745  STATE/COUNTY-  MS/FORREST
 BV0745  USGS QUAD   -  MC LAURIN (1983)
 BV0745
 BV0745                         *CURRENT SURVEY CONTROL
 BV0745  ___________________________________________________________________
 BV0745* NAD 83(1986)-  31 11 29.     (N)    089 14 00.     (W)     SCALED    
 BV0745* NAVD 88     -        86.33   (+/-2cm)     283.2    (feet)  VERTCON   
 BV0745  ___________________________________________________________________
 BV0745  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BV0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0745
 BV0745.The horizontal coordinates were scaled from a topographic map and have
 BV0745.an estimated accuracy of +/- 6 seconds.
 BV0745
 BV0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0745.The vertical order pertains to the NGVD 29 superseded value.
 BV0745
 BV0745.The geoid height was determined by GEOID03.
 BV0745
 BV0745;                    North         East    Units  Estimated Accuracy
 BV0745;SPC MS E     -   187,560.      261,880.      MT  (+/- 180 meters Scaled)
 BV0745
 BV0745                          SUPERSEDED SURVEY CONTROL
 BV0745
 BV0745  NGVD 29 (??/??/92)   86.337  (m)          283.26   (f) ADJ UNCH    2 0
 BV0745
 BV0745.Superseded values are not recommended for survey control.
 BV0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0745.See file dsdata.txt to determine how the superseded data were derived.
 BV0745
 BV0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV871529(NAD 83)
 BV0745_MARKER: DB = BENCH MARK DISK
 BV0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0745_STAMPING: E 16 1934
 BV0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0745+STABILITY: SURFACE MOTION
 BV0745
 BV0745  HISTORY     - Date     Condition        Report By
 BV0745  HISTORY     - 1934     MONUMENTED       CGS
 BV0745  HISTORY     - 1964     MARK NOT FOUND   NGS
 BV0745
 BV0745                          STATION DESCRIPTION
 BV0745
 BV0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BV0745'2.28 MI N FROM MCLAURIN.
 BV0745'ALONG THE GULF AND SHIP ISLAND R R.  AT CAMP SHELBY STATION.  AT
 BV0745'PUBLIC CROSSING 5 POLES SOUTH OF MILEPOST NO. 60.  50 FEET NORTH OF
 BV0745'THE CENTERLINE OF THE CROSSING.  10 FEET SOUTH OF THE STATION SIGN. 15
 BV0745'FEET WEST OF THE CENTERLINE OF THE TRACK.  25 FEET EAST OF THE RIGHT
 BV0745'OF WAY FENCE.
 BV0745
 BV0745                          STATION RECOVERY (1964)
 BV0745
 BV0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0900 ***********************************************************************
 BV0900  DESIGNATION -  E 160
 BV0900  PID         -  BV0900
 BV0900  STATE/COUNTY-  MS/LAMAR
 BV0900  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0900
 BV0900                         *CURRENT SURVEY CONTROL
 BV0900  ___________________________________________________________________
 BV0900* NAD 83(1986)-  31 09 07.     (N)    089 35 18.     (W)     SCALED    
 BV0900* NAVD 88     -       107.44   (+/-2cm)     352.5    (feet)  VERTCON   
 BV0900  ___________________________________________________________________
 BV0900  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BV0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0900
 BV0900.The horizontal coordinates were scaled from a topographic map and have
 BV0900.an estimated accuracy of +/- 6 seconds.
 BV0900
 BV0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0900.The vertical order pertains to the NGVD 29 superseded value.
 BV0900
 BV0900.The geoid height was determined by GEOID03.
 BV0900
 BV0900;                    North         East    Units  Estimated Accuracy
 BV0900;SPC MS E     -   183,370.      228,010.      MT  (+/- 180 meters Scaled)
 BV0900
 BV0900                          SUPERSEDED SURVEY CONTROL
 BV0900
 BV0900  NGVD 29 (??/??/92)  107.466  (m)          352.58   (f) ADJ UNCH    2 0
 BV0900
 BV0900.Superseded values are not recommended for survey control.
 BV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0900.See file dsdata.txt to determine how the superseded data were derived.
 BV0900
 BV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV532493(NAD 83)
 BV0900_MARKER: DB = BENCH MARK DISK
 BV0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0900_STAMPING: E 160 1943 (352.578)
 BV0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0900+STABILITY: SURFACE MOTION
 BV0900
 BV0900  HISTORY     - Date     Condition        Report By
 BV0900  HISTORY     - 1943     MONUMENTED       CGS
 BV0900  HISTORY     - 1956     GOOD             NGS
 BV0900  HISTORY     - 1964     GOOD             NGS
 BV0900
 BV0900                          STATION DESCRIPTION
 BV0900
 BV0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0900'4.8 MI N FROM BAXTERVILLE.
 BV0900'LOCATED 4.8 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM BAXTERVILLE,
 BV0900'IN THE NORTHEAST ANGLE OF THE JUNCTION OF A DIM TRACK ROAD AND THE
 BV0900'MAIN GRAVELED ROAD, ON THE TOP OF A HILL, 36 FEET EAST OF THE MAIN
 BV0900'GRAVELED ROAD, 6 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 23 FEET
 BV0900'NORTH OF THE CENTER OF A WASH WHICH WAS FORMERLY THE TRACK ROAD, 3
 BV0900'FEET EAST OF A FENCE LINE, 10 FEET SOUTH OF A 12-INCH OAK TREE. IT IS
 BV0900'A STANDARD DISK, SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING
 BV0900'4 INCHES AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 BV0900
 BV0900                          STATION RECOVERY (1964)
 BV0900
 BV0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0121 ***********************************************************************
 EG0121  DESIGNATION -  E 161
 EG0121  PID         -  EG0121
 EG0121  STATE/COUNTY-  MS/TISHOMINGO
 EG0121  USGS QUAD   -  BELMONT (1984)
 EG0121
 EG0121                         *CURRENT SURVEY CONTROL
 EG0121  ___________________________________________________________________
 EG0121* NAD 83(1986)-  34 33 08.     (N)    088 13 25.     (W)     SCALED    
 EG0121* NAVD 88     -       185.559  (meters)     608.79   (feet)  ADJUSTED  
 EG0121  ___________________________________________________________________
 EG0121  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG0121  DYNAMIC HT  -         185.377 (meters)     608.19  (feet)  COMP
 EG0121  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 EG0121
 EG0121  VERT ORDER  -  SECOND    CLASS 0
 EG0121
 EG0121.The horizontal coordinates were scaled from a topographic map and have
 EG0121.an estimated accuracy of +/- 6 seconds.
 EG0121
 EG0121.The orthometric height was determined by differential leveling
 EG0121.and adjusted in June 1991.
 EG0121.WARNING-Repeat measurements at this control monument indicate possible
 EG0121.vertical movement.
 EG0121
 EG0121.The geoid height was determined by GEOID03.
 EG0121
 EG0121.The dynamic height is computed by dividing the NAVD 88
 EG0121.geopotential number by the normal gravity value computed on the
 EG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0121.degrees latitude (g = 980.6199 gals.).
 EG0121
 EG0121.The modeled gravity was interpolated from observed gravity values.
 EG0121
 EG0121;                    North         East    Units  Estimated Accuracy
 EG0121;SPC MS E     -   560,370.      355,960.      MT  (+/- 180 meters Scaled)
 EG0121
 EG0121                          SUPERSEDED SURVEY CONTROL
 EG0121
 EG0121  NGVD 29 (??/??/92)  185.527  (m)          608.68   (f) ADJ UNCH    2 0
 EG0121
 EG0121.Superseded values are not recommended for survey control.
 EG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0121.See file dsdata.txt to determine how the superseded data were derived.
 EG0121
 EG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD877240(NAD 83)
 EG0121_MARKER: DB = BENCH MARK DISK
 EG0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0121_SP_SET: CONCRETE BASE
 EG0121_STAMPING: E 161 1944
 EG0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0121
 EG0121  HISTORY     - Date     Condition        Report By
 EG0121  HISTORY     - 1944     MONUMENTED       CGS
 EG0121  HISTORY     - 1977     GOOD             MSHD
 EG0121  HISTORY     - 1979     GOOD             MSHD
 EG0121  HISTORY     - 20060724 MARK NOT FOUND   TVA
 EG0121
 EG0121                          STATION DESCRIPTION
 EG0121
 EG0121'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0121'0.6 MI S FROM DENNIS.
 EG0121'THE MARK IS 0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 EG0121'THE STATION AT DENNIS.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 EG0121'HOLE IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A
 EG0121'BLACK SIGNAL, 10.5 FEET EAST OF THE CENTERLINE OF THE TRACK, 1 FOOT
 EG0121'ABOVE THE LEVEL OF THE TRACK.
 EG0121
 EG0121                          STATION RECOVERY (1979)
 EG0121
 EG0121'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0121'RECOVERED IN GOOD CONDITION.
 EG0121
 EG0121                          STATION RECOVERY (2006)
 EG0121
 EG0121'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (AJM)
 EG0121'COULD NOT LOCATE CONCRETE BASE OF SIGNAL. TRACK IS BELIEVED TO HAVE
 EG0121'BEEN RAISED AND MARK IS POSSIBLY UNDER GRAVEL FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0034 ***********************************************************************
 EG0034  DESIGNATION -  E 163
 EG0034  PID         -  EG0034
 EG0034  STATE/COUNTY-  MS/TISHOMINGO
 EG0034  USGS QUAD   -  IUKA (1984)
 EG0034
 EG0034                         *CURRENT SURVEY CONTROL
 EG0034  ___________________________________________________________________
 EG0034* NAD 83(1986)-  34 48 32.     (N)    088 11 00.     (W)     SCALED    
 EG0034* NAVD 88     -       170.054  (meters)     557.92   (feet)  ADJUSTED  
 EG0034  ___________________________________________________________________
 EG0034  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0034  DYNAMIC HT  -         169.892 (meters)     557.39  (feet)  COMP
 EG0034  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 EG0034
 EG0034  VERT ORDER  -  FIRST     CLASS II
 EG0034
 EG0034.The horizontal coordinates were scaled from a topographic map and have
 EG0034.an estimated accuracy of +/- 6 seconds.
 EG0034
 EG0034.The orthometric height was determined by differential leveling
 EG0034.and adjusted in June 1991.
 EG0034
 EG0034.The geoid height was determined by GEOID03.
 EG0034
 EG0034.The dynamic height is computed by dividing the NAVD 88
 EG0034.geopotential number by the normal gravity value computed on the
 EG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0034.degrees latitude (g = 980.6199 gals.).
 EG0034
 EG0034.The modeled gravity was interpolated from observed gravity values.
 EG0034
 EG0034;                    North         East    Units  Estimated Accuracy
 EG0034;SPC MS E     -   588,870.      359,470.      MT  (+/- 180 meters Scaled)
 EG0034
 EG0034                          SUPERSEDED SURVEY CONTROL
 EG0034
 EG0034  NGVD 29 (??/??/92)  170.051  (m)          557.91   (f) ADJ UNCH    1 2
 EG0034
 EG0034.Superseded values are not recommended for survey control.
 EG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0034.See file dsdata.txt to determine how the superseded data were derived.
 EG0034
 EG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD917524(NAD 83)
 EG0034_MARKER: DB = BENCH MARK DISK
 EG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0034_STAMPING: E 163 1944
 EG0034_MARK LOGO: CGS   
 EG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0034+STABILITY: SURFACE MOTION
 EG0034
 EG0034  HISTORY     - Date     Condition        Report By
 EG0034  HISTORY     - 1944     MONUMENTED       CGS
 EG0034  HISTORY     - 1962     GOOD             MSHD
 EG0034  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0034  HISTORY     - 1982     GOOD             NGS
 EG0034
 EG0034                          STATION DESCRIPTION
 EG0034
 EG0034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0034'0.4 MI E FROM IUKA.
 EG0034'ABOUT 0.4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EG0034'IUKA, TISHOMINGO COUNTY, ABOUT 300 FEET WEST OF MILEPOST 436, AT A
 EG0034'ROAD CROSSING, 41.6 FEET NORTH OF THE CENTERLINE OF THE TRACK, 18 FEET
 EG0034'WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN
 EG0034'WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 EG0034'STAMPED E 163 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EG0034'ABOUT 0.5 FOOT ABOVE GROUND.
 EG0034
 EG0034                          STATION RECOVERY (1979)
 EG0034
 EG0034'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0034'MARK NOT FOUND.
 EG0034
 EG0034                          STATION RECOVERY (1982)
 EG0034
 EG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0034'RECOVERED IN GOOD CONDITION.  NOTE, ADD 1.83 METERS (6.0 FT) WEST OF A
 EG0034'POWERLINE POLE WITH STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0871 ***********************************************************************
 EG0871  DESIGNATION -  E 164
 EG0871  PID         -  EG0871
 EG0871  STATE/COUNTY-  MS/ALCORN
 EG0871  USGS QUAD   -  CORINTH (1982)
 EG0871
 EG0871                         *CURRENT SURVEY CONTROL
 EG0871  ___________________________________________________________________
 EG0871* NAD 83(1986)-  34 56 52.     (N)    088 32 46.     (W)     SCALED    
 EG0871* NAVD 88     -       144.343  (meters)     473.57   (feet)  ADJUSTED  
 EG0871  ___________________________________________________________________
 EG0871  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0871  DYNAMIC HT  -         144.205 (meters)     473.11  (feet)  COMP
 EG0871  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EG0871
 EG0871  VERT ORDER  -  FIRST     CLASS II
 EG0871
 EG0871.The horizontal coordinates were scaled from a topographic map and have
 EG0871.an estimated accuracy of +/- 6 seconds.
 EG0871
 EG0871.The orthometric height was determined by differential leveling
 EG0871.and adjusted in June 1991.
 EG0871
 EG0871.The geoid height was determined by GEOID03.
 EG0871
 EG0871.The dynamic height is computed by dividing the NAVD 88
 EG0871.geopotential number by the normal gravity value computed on the
 EG0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0871.degrees latitude (g = 980.6199 gals.).
 EG0871
 EG0871.The modeled gravity was interpolated from observed gravity values.
 EG0871
 EG0871;                    North         East    Units  Estimated Accuracy
 EG0871;SPC MS E     -   604,120.      326,240.      MT  (+/- 180 meters Scaled)
 EG0871
 EG0871                          SUPERSEDED SURVEY CONTROL
 EG0871
 EG0871  NGVD 29 (??/??/92)  144.33   (m)          473.5    (f) COMPUTED    1 2
 EG0871
 EG0871.Superseded values are not recommended for survey control.
 EG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0871.See file dsdata.txt to determine how the superseded data were derived.
 EG0871
 EG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD588683(NAD 83)
 EG0871_MARKER: DB = BENCH MARK DISK
 EG0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0871_SP_SET: CULVERT
 EG0871_STAMPING: E 164 1944
 EG0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0871
 EG0871  HISTORY     - Date     Condition        Report By
 EG0871  HISTORY     - 1944     MONUMENTED       CGS
 EG0871  HISTORY     - 1962     GOOD             MSHD
 EG0871  HISTORY     - 1978     GOOD             MSHD
 EG0871
 EG0871                          STATION DESCRIPTION
 EG0871
 EG0871'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0871'1.9 MI NW FROM CORINTH.
 EG0871'ABOUT 1.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EG0871'AT CORINTH, ALCORN COUNTY, ABOUT 0.3 MILE SOUTHEAST OF MILEPOLE 461,
 EG0871'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST END OF THE
 EG0871'NORTHEAST HEAD WALL, 11 FEET NORTHEAST OF THE CENTER LINE OF THE
 EG0871'TRACK, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 EG0871'STAMPED E 164 1944.
 EG0871
 EG0871                          STATION RECOVERY (1978)
 EG0871
 EG0871'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0871'THE MARK IS LOCATED 1.8 MILES NORTHWEST OF CORINTH IN A CULVERT UNDER
 EG0871'THE SOUTHERN RAILROAD TRACK IN THE SOUTHEAST 1/4 OF SECTION 34, T 1S,
 EG0871'R 7E. IT IS 1699 FEET SOUTHEAST OF MILEPOST 461, 7 FEET NORTHEAST OF
 EG0871'THE NORTHEAST RAIL SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 EG0871'NORTHEAST HEADWALL OF A 6 X 3 FOOT CONCRETE BOX CULVERT AND IS ABOUT
 EG0871'3 FEET BELOW THE LEVEL OF THE TRACK. TO REACH FROM THE U.S. HIGHWAY
 EG0871'72 BRIDGE OVER THE U.S. HIGHWAY 45 BYPASS AT THE WEST EDGE OF CORINTH
 EG0871'GO NORTH ON U.S. HIGHWAY 45 FOR 1.15 MILES TO A BRIDGE OVER THE
 EG0871'RAILROAD TRACK. THENCE NORTHWEST ALONG THE RAILROAD TRACK FOR ABOUT
 EG0871'2246 FEET TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1308 ***********************************************************************
 DK1308  DESIGNATION -  E 167
 DK1308  PID         -  DK1308
 DK1308  STATE/COUNTY-  MS/WASHINGTON
 DK1308  USGS QUAD   -  GREENVILLE (1970)
 DK1308
 DK1308                         *CURRENT SURVEY CONTROL
 DK1308  ___________________________________________________________________
 DK1308* NAD 83(1986)-  33 28 41.     (N)    091 00 11.     (W)     SCALED    
 DK1308* NAVD 88     -        39.316  (meters)     128.99   (feet)  ADJUSTED  
 DK1308  ___________________________________________________________________
 DK1308  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK1308  DYNAMIC HT  -          39.275 (meters)     128.85  (feet)  COMP
 DK1308  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DK1308
 DK1308  VERT ORDER  -  FIRST     CLASS II
 DK1308
 DK1308.The horizontal coordinates were scaled from a topographic map and have
 DK1308.an estimated accuracy of +/- 6 seconds.
 DK1308
 DK1308.The orthometric height was determined by differential leveling
 DK1308.and adjusted in June 1991.
 DK1308
 DK1308.The geoid height was determined by GEOID03.
 DK1308
 DK1308.The dynamic height is computed by dividing the NAVD 88
 DK1308.geopotential number by the normal gravity value computed on the
 DK1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1308.degrees latitude (g = 980.6199 gals.).
 DK1308
 DK1308.The modeled gravity was interpolated from observed gravity values.
 DK1308
 DK1308;                    North         East    Units  Estimated Accuracy
 DK1308;SPC MS W     -   441,260.      637,760.      MT  (+/- 180 meters Scaled)
 DK1308
 DK1308                          SUPERSEDED SURVEY CONTROL
 DK1308
 DK1308  NGVD 29 (??/??/??)   39.415  (m)          129.31   (f) ADJUSTED    1 2
 DK1308
 DK1308.Superseded values are not recommended for survey control.
 DK1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1308.See file dsdata.txt to determine how the superseded data were derived.
 DK1308
 DK1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT855060(NAD 83)
 DK1308_MARKER: DB = BENCH MARK DISK
 DK1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1308_STAMPING: E 167 1944
 DK1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1308+STABILITY: SURFACE MOTION
 DK1308
 DK1308  HISTORY     - Date     Condition        Report By
 DK1308  HISTORY     - 1944     MONUMENTED       CGS
 DK1308  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1308
 DK1308                          STATION DESCRIPTION
 DK1308
 DK1308'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1308'2.4 MI NE FROM GREENVILLE.
 DK1308'THE MARK IS LOCATED 2.4 MILES ALONG STATE HIGHWAY 1 FROM THE POST
 DK1308'OFFICE AT GREENVILLE, THENCE 3.5 MILES NORTHEAST ALONG A PAVED ROAD
 DK1308'LEADING TO GREENVILLE ARMY AIR FIELD, 81 FEET EAST OF THE EAST END OF
 DK1308'A WOODED BRIDGE OVER A SMALL CREEK, AT THE MAIN ENTRANCE TO THE FIELD,
 DK1308'55.8 FEET WEST OF THE WEST SIDE OF THE MILITARY POLICE BUILDING, 29.3
 DK1308'FEET SOUTH OF THE MAIN ROAD LEADING INTO THE FIELD, 1 FOOT WEST OF THE
 DK1308'BOUNDARY FENCE AND SET IN THE TOP OF A CONCRETE POST. NOTE-- 1966
 DK1308'REPORT.  A NEWBRIDGE HAS BEEN BUILT AT THE SITE AND SEVERAL FEET OF
 DK1308'FILL HAVE BEEN PLACED OVER THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0518 ***********************************************************************
 CO0518  DESIGNATION -  E 168
 CO0518  PID         -  CO0518
 CO0518  STATE/COUNTY-  MS/LAUDERDALE
 CO0518  USGS QUAD   -  MEEHAN (1982)
 CO0518
 CO0518                         *CURRENT SURVEY CONTROL
 CO0518  ___________________________________________________________________
 CO0518* NAD 83(1986)-  32 20 55.     (N)    088 45 08.     (W)     SCALED    
 CO0518* NAVD 88     -        92.03   (+/-2cm)     301.9    (feet)  VERTCON   
 CO0518  ___________________________________________________________________
 CO0518  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CO0518  VERT ORDER  -  FIRST     CLASS II (See Below)
 CO0518
 CO0518.The horizontal coordinates were scaled from a topographic map and have
 CO0518.an estimated accuracy of +/- 6 seconds.
 CO0518
 CO0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0518.The vertical order pertains to the NGVD 29 superseded value.
 CO0518
 CO0518.The geoid height was determined by GEOID03.
 CO0518
 CO0518;                    North         East    Units  Estimated Accuracy
 CO0518;SPC MS E     -   315,810.      307,640.      MT  (+/- 180 meters Scaled)
 CO0518
 CO0518                          SUPERSEDED SURVEY CONTROL
 CO0518
 CO0518  NGVD 29 (??/??/92)   92.02   (m)          301.9    (f) COMPUTED    1 2
 CO0518
 CO0518.Superseded values are not recommended for survey control.
 CO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0518.See file dsdata.txt to determine how the superseded data were derived.
 CO0518
 CO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA351804(NAD 83)
 CO0518_MARKER: DB = BENCH MARK DISK
 CO0518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0518_SP_SET: BRIDGE ABUTMENT
 CO0518_STAMPING: E 168 1944
 CO0518_MARK LOGO: CGS   
 CO0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0518+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1990
 CO0518
 CO0518  HISTORY     - Date     Condition        Report By
 CO0518  HISTORY     - 1944     MONUMENTED       CGS
 CO0518  HISTORY     - 1968     GOOD             NGS
 CO0518  HISTORY     - 1969     GOOD             NGS
 CO0518  HISTORY     - 19900205 GOOD             MSHD
 CO0518
 CO0518                          STATION DESCRIPTION
 CO0518
 CO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0518'4.8 MI W FROM MERIDIAN.
 CO0518'ABOUT 1.05 MILES SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0518'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 2.7 MILES
 CO0518'WEST ALONG U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 1.05
 CO0518'MILES WEST ALONG U.S. HIGHWAY 80, IN SECTION 22, T 6 N, R 15 E, SET IN
 CO0518'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE ILLINOIS
 CO0518'CENTRAL RAILROAD BRIDGE OVER OKATIBBEE CREEK, 158 FEET NORTH OF THE
 CO0518'CENTERLINE OF THE HIGHWAY, 9 FEET NORTH OF THE NORTH RAIL OF THE
 CO0518'TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 CO0518
 CO0518                          STATION RECOVERY (1969)
 CO0518
 CO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CO0518'RECOVERED IN GOOD CONDITION.
 CO0518
 CO0518                          STATION RECOVERY (1990)
 CO0518
 CO0518'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0518'MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) WEST SOUTHWEST OF MERIDIAN, IN
 CO0518'THE I.C.G. RAILROAD BRIDGE OVER OKATIBBEE CREEK, 0.85 MI (1.37 KM)
 CO0518'EAST OF THE JUNCTION OF I-20 WEST AND I-59 SOUTH AND IS NEAR THE
 CO0518'CENTER OF SECTION 22, T 6N, R 15E.
 CO0518'TO REACH FROM THE I-20 AND I-59 BRIDGE OVER U.S. HIGHWAY 11 IN
 CO0518'MERIDIAN, GO WEST ON I-20 AND I-59 FOR 1.1 MI (1.8 KM) TO THE BRIDGE
 CO0518'AND THE MARK ON THE RIGHT.
 CO0518'MARK IS A STANDARD DISK SET IN A DRILL HOLE ON TOP OF THE NORTH END OF
 CO0518'THE EAST ABUTMENT OF THE RAILROAD BRIDGE, ABOUT 0.5 FOOT BELOW THE
 CO0518'LEVEL OF THE TRACK, 159 FT (48.5 M) NORTH OF THE CENTER OF THE WEST
 CO0518'BOUND LANE OF I-20 AND 4.2 FT (1.3 M) NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0212 ***********************************************************************
 EG0212  DESIGNATION -  E 169
 EG0212  PID         -  EG0212
 EG0212  STATE/COUNTY-  MS/ITAWAMBA
 EG0212  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0212
 EG0212                         *CURRENT SURVEY CONTROL
 EG0212  ___________________________________________________________________
 EG0212* NAD 83(1986)-  34 15 48.     (N)    088 13 51.     (W)     SCALED    
 EG0212* NAVD 88     -       110.211  (meters)     361.58   (feet)  ADJUSTED  
 EG0212  ___________________________________________________________________
 EG0212  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0212  DYNAMIC HT  -         110.099 (meters)     361.22  (feet)  COMP
 EG0212  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 EG0212
 EG0212  VERT ORDER  -  SECOND    CLASS 0
 EG0212
 EG0212.The horizontal coordinates were scaled from a topographic map and have
 EG0212.an estimated accuracy of +/- 6 seconds.
 EG0212
 EG0212.The orthometric height was determined by differential leveling
 EG0212.and adjusted in June 1991.
 EG0212
 EG0212.The geoid height was determined by GEOID03.
 EG0212
 EG0212.The dynamic height is computed by dividing the NAVD 88
 EG0212.geopotential number by the normal gravity value computed on the
 EG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0212.degrees latitude (g = 980.6199 gals.).
 EG0212
 EG0212.The modeled gravity was interpolated from observed gravity values.
 EG0212
 EG0212;                    North         East    Units  Estimated Accuracy
 EG0212;SPC MS E     -   528,320.      355,490.      MT  (+/- 180 meters Scaled)
 EG0212
 EG0212                          SUPERSEDED SURVEY CONTROL
 EG0212
 EG0212  NGVD 29 (??/??/92)  110.152  (m)          361.39   (f) ADJ UNCH    2 0
 EG0212
 EG0212.Superseded values are not recommended for survey control.
 EG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0212.See file dsdata.txt to determine how the superseded data were derived.
 EG0212
 EG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC866920(NAD 83)
 EG0212_MARKER: DB = BENCH MARK DISK
 EG0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0212_SP_SET: CULVERT
 EG0212_STAMPING: E 169 1945
 EG0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0212
 EG0212  HISTORY     - Date     Condition        Report By
 EG0212  HISTORY     - 1945     MONUMENTED       CGS
 EG0212  HISTORY     - 1962     GOOD             MSHD
 EG0212  HISTORY     - 1979     GOOD             MSHD
 EG0212
 EG0212                          STATION DESCRIPTION
 EG0212
 EG0212'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0212'3.0 MI N FROM TREMONT.
 EG0212'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 23,
 EG0212'AT TREMONT, GO NORTH ON HIGHWAY 23 FOR 3 MILES TO THE MARK ON THE
 EG0212'RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 EG0212'HOLE.  THE MARK IS SET IN THE TOP OF THE NORTH END OF THE EAST
 EG0212'HEADWALL OF A 4 FOOT CONCRETE CULVERT, 14 FEET EAST OF THE CENTERLINE
 EG0212'OF THE HIGHWAY 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 EG0212
 EG0212                          STATION RECOVERY (1979)
 EG0212
 EG0212'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0212'THE MARK IS LOCATED 2.7 MILES NORTHEAST OF TREMONT IN A CULVERT IN
 EG0212'THE NORTHEAST CORNER OF SECTION 34, T 9S, R 10E. IT IS 51 FEET
 EG0212'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES, 15.5 FEET
 EG0212'SOUTHEAST OF THE CENTER OF HIGHWAY 23 SET IN A DRILL HOLE 0.9 FEET
 EG0212'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4 X 5
 EG0212'FOOT CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 EG0212'HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S.
 EG0212'HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO NORTH ON STATE
 EG0212'HIGHWAY 23 FOR 2.8 MILES TO THE MARK ON THE RIGHT (0.15 MILE BEYOND A
 EG0212'SIDE ROAD LEADING NORTHEAST).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0673 ***********************************************************************
 BH0673  DESIGNATION -  E 17
 BH0673  PID         -  BH0673
 BH0673  STATE/COUNTY-  MS/HARRISON
 BH0673  USGS QUAD   -  MC HENRY (1982)
 BH0673
 BH0673                         *CURRENT SURVEY CONTROL
 BH0673  ___________________________________________________________________
 BH0673* NAD 83(1986)-  30 38 07.     (N)    089 08 13.     (W)     SCALED    
 BH0673* NAVD 88     -        47.047  (meters)     154.35   (feet)  ADJUSTED  
 BH0673  ___________________________________________________________________
 BH0673  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0673  DYNAMIC HT  -          46.984 (meters)     154.15  (feet)  COMP
 BH0673  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BH0673
 BH0673  VERT ORDER  -  SECOND    CLASS 0
 BH0673
 BH0673.The horizontal coordinates were scaled from a topographic map and have
 BH0673.an estimated accuracy of +/- 6 seconds.
 BH0673
 BH0673.The orthometric height was determined by differential leveling
 BH0673.and adjusted in May 1996.
 BH0673
 BH0673.The geoid height was determined by GEOID03.
 BH0673
 BH0673.The dynamic height is computed by dividing the NAVD 88
 BH0673.geopotential number by the normal gravity value computed on the
 BH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0673.degrees latitude (g = 980.6199 gals.).
 BH0673
 BH0673.The modeled gravity was interpolated from observed gravity values.
 BH0673
 BH0673;                    North         East    Units  Estimated Accuracy
 BH0673;SPC MS E     -   125,880.      270,900.      MT  (+/- 180 meters Scaled)
 BH0673
 BH0673                          SUPERSEDED SURVEY CONTROL
 BH0673
 BH0673  NGVD 29 (??/??/??)   47.071  (m)          154.43   (f) ADJUSTED    2 0
 BH0673
 BH0673.Superseded values are not recommended for survey control.
 BH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0673.See file dsdata.txt to determine how the superseded data were derived.
 BH0673
 BH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU951911(NAD 83)
 BH0673_MARKER: DB = BENCH MARK DISK
 BH0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0673_SP_SET: CONCRETE POST
 BH0673_STAMPING: E 17 1934
 BH0673_MARK LOGO: CGS   
 BH0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0673+STABILITY: SURFACE MOTION
 BH0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0673+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988
 BH0673
 BH0673  HISTORY     - Date     Condition        Report By
 BH0673  HISTORY     - 1934     MONUMENTED       CGS
 BH0673  HISTORY     - 1972     GOOD             MSHD
 BH0673  HISTORY     - 19881031 GOOD             MSHD
 BH0673
 BH0673                          STATION DESCRIPTION
 BH0673
 BH0673'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0673'IN SAUCIER.
 BH0673'THE MARK IS LOCATED ABOUT 100 YARDS SOUTH OF THE POST OFFICE IN
 BH0673'SAUCIER OF THE EAST ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK, 0.2
 BH0673'MILES SOUTH OF MILEPOST G 19 IN THE SOUTHWEST 1/4 OF SECTION 6, T 4S,
 BH0673'R 11W.  IT IS 22 FEET EAST OF THE EAST RAIL, 60 FEET WEST OF THE
 BH0673'CENTER OF A BLACK TOP ROAD, 15 FEET SOUTH OF THE PROJECTED CENTER OF
 BH0673'ANOTHER BLACK TOP ROAD, 94 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 BH0673'SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE
 BH0673'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 6
 BH0673'INCHES.
 BH0673
 BH0673                          STATION RECOVERY (1988)
 BH0673
 BH0673'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH0673'MARK IS LOCATED ABOUT 100 YDS SOUTH OF THE POST OFFICE IN SAUCIER,
 BH0673'0.2 MI (0.3 KM) SOUTH OF MILEPOST G 19 AND IS IN SECTION 6, T 4S, R
 BH0673'11W.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE
 BH0673'HIGHWAY 67, AT THE EAST EDGE OF SAUCIER, GO WEST ON A PAVED ROAD FOR
 BH0673'0.2 MI (0.3 KM) TO THE INTERSECTION OF CHURCH AVENUE, TURN RIGHT AND
 BH0673'GO NORTH ON CHURCH AVENUE FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 BH0673'FIRST STREET, TURN LEFT AND GO WEST ON FIRST STREET FOR 0.15 MI (0.24
 BH0673'KM) TO THE INTERSECTION OF OLD HIGHWAY 49 AND THE MARK AS DESCRIBED.
 BH0673'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 BH0673'ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 6 INCHES.
 BH0673'IT IS 94 FT (28.7 M) NORTHWEST OF A POWER POLE, 62 FT (18.9 M) WEST
 BH0673'OF THE CENTER OF THE OLD HIGHWAY, 21.5 FT (6.6 M) EAST OF THE EAST
 BH0673'RAIL, 15 FT (4.6 M) SOUTH OF THE PROJECTED CENTER OF A PAVED ROAD AND
 BH0673'1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0260 ***********************************************************************
 EG0260  DESIGNATION -  E 170
 EG0260  PID         -  EG0260
 EG0260  STATE/COUNTY-  MS/ITAWAMBA
 EG0260  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0260
 EG0260                         *CURRENT SURVEY CONTROL
 EG0260  ___________________________________________________________________
 EG0260* NAD 83(1986)-  34 18 46.     (N)    088 11 07.     (W)     SCALED    
 EG0260* NAVD 88     -       135.268  (meters)     443.79   (feet)  ADJUSTED  
 EG0260  ___________________________________________________________________
 EG0260  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0260  DYNAMIC HT  -         135.132 (meters)     443.35  (feet)  COMP
 EG0260  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 EG0260
 EG0260  VERT ORDER  -  SECOND    CLASS 0
 EG0260
 EG0260.The horizontal coordinates were scaled from a topographic map and have
 EG0260.an estimated accuracy of +/- 6 seconds.
 EG0260
 EG0260.The orthometric height was determined by differential leveling
 EG0260.and adjusted in June 1991.
 EG0260
 EG0260.The geoid height was determined by GEOID03.
 EG0260
 EG0260.The dynamic height is computed by dividing the NAVD 88
 EG0260.geopotential number by the normal gravity value computed on the
 EG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0260.degrees latitude (g = 980.6199 gals.).
 EG0260
 EG0260.The modeled gravity was interpolated from observed gravity values.
 EG0260
 EG0260;                    North         East    Units  Estimated Accuracy
 EG0260;SPC MS E     -   533,830.      359,650.      MT  (+/- 180 meters Scaled)
 EG0260
 EG0260                          SUPERSEDED SURVEY CONTROL
 EG0260
 EG0260  NGVD 29 (??/??/92)  135.214  (m)          443.61   (f) ADJ UNCH    2 0
 EG0260
 EG0260.Superseded values are not recommended for survey control.
 EG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0260.See file dsdata.txt to determine how the superseded data were derived.
 EG0260
 EG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC909974(NAD 83)
 EG0260_MARKER: DB = BENCH MARK DISK
 EG0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0260_STAMPING: E 170 1945
 EG0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0260+STABILITY: SURFACE MOTION
 EG0260
 EG0260  HISTORY     - Date     Condition        Report By
 EG0260  HISTORY     - 1945     MONUMENTED       CGS
 EG0260  HISTORY     - 1962     GOOD             MSHD
 EG0260  HISTORY     - 1978     GOOD             MSHD
 EG0260
 EG0260                          STATION DESCRIPTION
 EG0260
 EG0260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0260'10.2 MI NE FROM TREMONT.
 EG0260'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 23 AND A GRAVEL ROAD
 EG0260'AT THE HOPEWELL SCHOOL ABOUT 8 MILES NORTH OF TREMONT, GO EAST ON A
 EG0260'GRAVEL ROAD FOR 2.2 MILES TO A T-JUNCTION WITH A GRAVEL ROAD AND THE
 EG0260'MARK IN THE NORTHWEST ANGLE AS DESCRIBED.  THE MARK IS A DISK SET IN
 EG0260'THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS APPROXIMATELY 130
 EG0260'YARDS NORTH OF A SMALL STORE AT RARA AVIS AND AT A T-INTERSECTION WITH
 EG0260'A GRAVEL ROAD, 38 FEET WEST OF THE ROAD LEADING NORTH, 30 FEET NORTH
 EG0260'OF THE ROAD LEADING WEST, 89.5 FEET NORTHWEST OF A POWER LINE POLE
 EG0260'WITH A TRANSFORMER, 87 FEET SOUTHEAST OF A 7 INCH PINE TREE, 1 FOOT
 EG0260'NORTHWEST OF A METAL WITNESS POST, AND 3 INCHES ABOVE THE LEVEL OF THE
 EG0260'ROAD.  IT PROJECTS 6 INCHES.
 EG0260
 EG0260                          STATION RECOVERY (1978)
 EG0260
 EG0260'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0260'THE MARK IS LOCATED 6.9 MILES NORTHEAST OF TREMONT IN THE NORTHWEST
 EG0260'ANGLE OF A T INTERSECTION IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4
 EG0260'OF SECTION 7, T 9S, R 11E. IT IS 90 FEET NORTHWEST OF A POWER POLE
 EG0260'WITH A TRANSFORMER, 42 FEET WEST OF THE CENTER OF A PAVED ROAD, 36
 EG0260'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTHWEST OF A
 EG0260'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT
 EG0260'LEVEL WITH THE ROAD AND PROJECTS 7 INCHES. TO REACH FROM THE JUNCTION
 EG0260'OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE
 EG0260'IN TREMONT GO NORTH ON STATE HIGHWAY 23 FOR 7.7 MILES TO A CROSSROAD.
 EG0260'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.2 MILES TO A T
 EG0260'INTERSECTION AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0723 ***********************************************************************
 EG0723  DESIGNATION -  E 171 RESET 1958
 EG0723  PID         -  EG0723
 EG0723  STATE/COUNTY-  MS/LEE
 EG0723  USGS QUAD   -  EVERGREEN (1979)
 EG0723
 EG0723                         *CURRENT SURVEY CONTROL
 EG0723  ___________________________________________________________________
 EG0723* NAD 83(1986)-  34 14 06.     (N)    088 33 54.     (W)     SCALED    
 EG0723* NAVD 88     -       110.24   (meters)     361.7    (feet)  RESET     
 EG0723  ___________________________________________________________________
 EG0723  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0723  VERT ORDER  -  THIRD
 EG0723
 EG0723.The horizontal coordinates were scaled from a topographic map and have
 EG0723.an estimated accuracy of +/- 6 seconds.
 EG0723
 EG0723.The orthometric height was computed from unverified reset data.
 EG0723
 EG0723.The geoid height was determined by GEOID03.
 EG0723
 EG0723;                    North         East    Units  Estimated Accuracy
 EG0723;SPC MS E     -   525,050.      324,720.      MT  (+/- 180 meters Scaled)
 EG0723
 EG0723                          SUPERSEDED SURVEY CONTROL
 EG0723
 EG0723.No superseded survey control is available for this station.
 EG0723
 EG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC558893(NAD 83)
 EG0723_MARKER: DB = BENCH MARK DISK
 EG0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0723_STAMPING: E 171 RESET 1958
 EG0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0723+STABILITY: SURFACE MOTION
 EG0723
 EG0723  HISTORY     - Date     Condition        Report By
 EG0723  HISTORY     - 1958     MONUMENTED       CGS
 EG0723  HISTORY     - 1962     GOOD             MSHD
 EG0723
 EG0723                          STATION DESCRIPTION
 EG0723
 EG0723'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0723'2.3 MI SE FROM MOOREVILLE.
 EG0723'FROM THE JUNCTION OF U. S. HIGHWAY 78 AND STATE HIGHWAY 371 AT
 EG0723'MOOREVILLE, GO SOUTH ON HIGHWAY 371 FOR 2.2 MILES TO THE MARK ON THE
 EG0723'RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH
 EG0723'ROUND CONCRETE POST.  IT IS DIRECTLY UNDER A FENCE LINE AND 60 FEET
 EG0723'WEST OF THE CENTERLINE OF THE HIGHWAY, 77 FEET NORTH OF A FENCE
 EG0723'CORNER, 56 FEET NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE PIPE
 EG0723'UNDER THE HIGHWAY, 18 FEET NORTHEAST OF A 12 INCH GUM TREE, 1.5 FEET
 EG0723'SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY
 EG0723'AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1067 ***********************************************************************
 DJ1067  DESIGNATION -  E 173
 DJ1067  PID         -  DJ1067
 DJ1067  STATE/COUNTY-  MS/MONROE
 DJ1067  USGS QUAD   -  EGYPT (1965)
 DJ1067
 DJ1067                         *CURRENT SURVEY CONTROL
 DJ1067  ___________________________________________________________________
 DJ1067* NAD 83(1986)-  33 53 17.     (N)    088 40 45.     (W)     SCALED    
 DJ1067* NAVD 88     -        81.226  (meters)     266.49   (feet)  ADJUSTED  
 DJ1067  ___________________________________________________________________
 DJ1067  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DJ1067  DYNAMIC HT  -          81.144 (meters)     266.22  (feet)  COMP
 DJ1067  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 DJ1067
 DJ1067  VERT ORDER  -  SECOND    CLASS 0
 DJ1067
 DJ1067.The horizontal coordinates were scaled from a topographic map and have
 DJ1067.an estimated accuracy of +/- 6 seconds.
 DJ1067
 DJ1067.The orthometric height was determined by differential leveling
 DJ1067.and adjusted in June 1991.
 DJ1067
 DJ1067.The geoid height was determined by GEOID03.
 DJ1067
 DJ1067.The dynamic height is computed by dividing the NAVD 88
 DJ1067.geopotential number by the normal gravity value computed on the
 DJ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1067.degrees latitude (g = 980.6199 gals.).
 DJ1067
 DJ1067.The modeled gravity was interpolated from observed gravity values.
 DJ1067
 DJ1067;                    North         East    Units  Estimated Accuracy
 DJ1067;SPC MS E     -   486,540.      314,260.      MT  (+/- 180 meters Scaled)
 DJ1067
 DJ1067                          SUPERSEDED SURVEY CONTROL
 DJ1067
 DJ1067  NGVD 29 (??/??/92)   81.177  (m)          266.33   (f) ADJ UNCH    2 0
 DJ1067
 DJ1067.Superseded values are not recommended for survey control.
 DJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1067.See file dsdata.txt to determine how the superseded data were derived.
 DJ1067
 DJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC447510(NAD 83)
 DJ1067_MARKER: DB = BENCH MARK DISK
 DJ1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1067_SP_SET: CULVERT
 DJ1067_STAMPING: E 173 1946
 DJ1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1067
 DJ1067  HISTORY     - Date     Condition        Report By
 DJ1067  HISTORY     - 1946     MONUMENTED       CGS
 DJ1067  HISTORY     - 1963     GOOD             MSHD
 DJ1067
 DJ1067                          STATION DESCRIPTION
 DJ1067
 DJ1067'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1067'9.4 MI NW FROM ABERDEEN.
 DJ1067'TO REACH FROM THE POST OFFICE IN ABERDEEN, GO NORTHWEST ALONG U. S.
 DJ1067'HIGHWAY 45 E FOR 3.9 MILES TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND
 DJ1067'GO WEST 5.5 MILES.5 MILES NORTHWEST ALONG THE ROAD LEADING TO EGYPT TO
 DJ1067'A 12 FOOT CONCRETE CULVERT AND THE MARK ON THE RIGHT.  THE MARK IS A
 DJ1067'DISK SET IN CEMENT IN A DRILLED HOLE IN THE EAST END OF THE NORTH HEAD
 DJ1067'WALL, 11 FEET NORTH OF AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0357 ***********************************************************************
 EG0357  DESIGNATION -  E 174
 EG0357  PID         -  EG0357
 EG0357  STATE/COUNTY-  MS/MONROE
 EG0357  USGS QUAD   -  TURON (1979)
 EG0357
 EG0357                         *CURRENT SURVEY CONTROL
 EG0357  ___________________________________________________________________
 EG0357* NAD 83(1986)-  34 04 00.     (N)    088 18 31.     (W)     SCALED    
 EG0357* NAVD 88     -       133.467  (meters)     437.88   (feet)  ADJUSTED  
 EG0357  ___________________________________________________________________
 EG0357  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0357  DYNAMIC HT  -         133.332 (meters)     437.44  (feet)  COMP
 EG0357  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 EG0357
 EG0357  VERT ORDER  -  SECOND    CLASS 0
 EG0357
 EG0357.The horizontal coordinates were scaled from a topographic map and have
 EG0357.an estimated accuracy of +/- 6 seconds.
 EG0357
 EG0357.The orthometric height was determined by differential leveling
 EG0357.and adjusted in June 1991.
 EG0357
 EG0357.The geoid height was determined by GEOID03.
 EG0357
 EG0357.The dynamic height is computed by dividing the NAVD 88
 EG0357.geopotential number by the normal gravity value computed on the
 EG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0357.degrees latitude (g = 980.6199 gals.).
 EG0357
 EG0357.The modeled gravity was interpolated from observed gravity values.
 EG0357
 EG0357;                    North         East    Units  Estimated Accuracy
 EG0357;SPC MS E     -   506,470.      348,440.      MT  (+/- 180 meters Scaled)
 EG0357
 EG0357                          SUPERSEDED SURVEY CONTROL
 EG0357
 EG0357  NGVD 29 (??/??/92)  133.41   (m)          437.7    (f) COMPUTED    2 0
 EG0357
 EG0357.Superseded values are not recommended for survey control.
 EG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0357.See file dsdata.txt to determine how the superseded data were derived.
 EG0357
 EG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC792703(NAD 83)
 EG0357_MARKER: DB = BENCH MARK DISK
 EG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0357_STAMPING: E 174 1946
 EG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0357+STABILITY: SURFACE MOTION
 EG0357
 EG0357  HISTORY     - Date     Condition        Report By
 EG0357  HISTORY     - 1946     MONUMENTED       CGS
 EG0357  HISTORY     - 1963     GOOD             MSHD
 EG0357
 EG0357                          STATION DESCRIPTION
 EG0357
 EG0357'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0357'4.9 MI E FROM SMITHVILLE.
 EG0357'TO REACH FROM THE SMITHVILLE HIGH SCHOOL GO EAST ON A BLACK TOP ROAD
 EG0357'FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.4 MILE
 EG0357'TO A T INTERSECTION, TURN LEFT AND GO EAST 3.0 MILES (PASSING PIERCES
 EG0357'CHAPEL CHURCH) TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG0357'TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 0.1 MILE SOUTHEAST OF
 EG0357'THE TOP OF A GRADE, AT AN S CURVE ALONG THE TOP OF A RIDGE, 20 YARDS
 EG0357'SOUTH OF THE HEAD OF A SMALL VALLEY RUNNING EAST, 22 FEET EAST OF THE
 EG0357'CENTER OF THE ROAD, IN A PINE WOODS DIRECTLY ACROSS THE ROAD FROM A
 EG0357'FARM ROAD ENTERING A FIELD, 3 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD,
 EG0357'AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 EG0357'SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0190 ***********************************************************************
 EG0190  DESIGNATION -  E 175
 EG0190  PID         -  EG0190
 EG0190  STATE/COUNTY-  MS/ITAWAMBA
 EG0190  USGS QUAD   -  TREMONT (1992)
 EG0190
 EG0190                         *CURRENT SURVEY CONTROL
 EG0190  ___________________________________________________________________
 EG0190* NAD 83(1986)-  34 10 52.     (N)    088 20 48.     (W)     SCALED    
 EG0190* NAVD 88     -       135.912  (meters)     445.90   (feet)  ADJUSTED  
 EG0190  ___________________________________________________________________
 EG0190  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0190  DYNAMIC HT  -         135.775 (meters)     445.46  (feet)  COMP
 EG0190  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 EG0190
 EG0190  VERT ORDER  -  SECOND    CLASS 0
 EG0190
 EG0190.The horizontal coordinates were scaled from a topographic map and have
 EG0190.an estimated accuracy of +/- 6 seconds.
 EG0190
 EG0190.The orthometric height was determined by differential leveling
 EG0190.and adjusted in June 1991.
 EG0190
 EG0190.The geoid height was determined by GEOID03.
 EG0190
 EG0190.The dynamic height is computed by dividing the NAVD 88
 EG0190.geopotential number by the normal gravity value computed on the
 EG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0190.degrees latitude (g = 980.6199 gals.).
 EG0190
 EG0190.The modeled gravity was interpolated from observed gravity values.
 EG0190
 EG0190;                    North         East    Units  Estimated Accuracy
 EG0190;SPC MS E     -   519,140.      344,860.      MT  (+/- 180 meters Scaled)
 EG0190
 EG0190                          SUPERSEDED SURVEY CONTROL
 EG0190
 EG0190  NGVD 29 (??/??/92)  135.850  (m)          445.70   (f) ADJ UNCH    2 0
 EG0190
 EG0190.Superseded values are not recommended for survey control.
 EG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0190.See file dsdata.txt to determine how the superseded data were derived.
 EG0190
 EG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC758830(NAD 83)
 EG0190_MARKER: DB = BENCH MARK DISK
 EG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0190_STAMPING: E 175 1946
 EG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0190+STABILITY: SURFACE MOTION
 EG0190
 EG0190  HISTORY     - Date     Condition        Report By
 EG0190  HISTORY     - 1946     MONUMENTED       CGS
 EG0190  HISTORY     - 1962     GOOD             MSHD
 EG0190  HISTORY     - 1978     POOR             MSHD
 EG0190
 EG0190                          STATION DESCRIPTION
 EG0190
 EG0190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0190'0.6 MI S FROM TILDEN.
 EG0190'TO REACH FROM THE TILDEN CHURCH OF CHRIST IN THE SMALL VILLAGE OF
 EG0190'TILDEN (ABOUT 7 1/2 MILES SOUTH OF FULTON) GO SOUTH ON STATE HIGHWAY
 EG0190'25 FOR 0.5 MILES TO A GRAVEL SIDE ROAD LEFT, A WHITE FRAME HOUSE AND
 EG0190'THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP
 EG0190'OF A 8 INCH SQUARE CONCRETE POST.  IT IS 115 FEET WEST OF THE CENTER
 EG0190'OF THE HIGHWAY, 26 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM
 EG0190'HOUSE, 34 FEET NORTH OF A POWER LINE POLE, AND 6 FEET ABOVE THE LEVEL
 EG0190'OF THE HIGHWAY AND PROJECTS 8 INCHES.  NOTE-- THE MARK WAS FOUND
 EG0190'SLIGHTLY TILTED BUT SOLID.
 EG0190
 EG0190                          STATION RECOVERY (1978)
 EG0190
 EG0190'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0190'(NOTE) THE MARK IS LEANING TO THE SOUTH ABOUT 5 DEG. THE MARK IS
 EG0190'LOCATED 7.2 MILES SOUTHEAST OF FULTON ON THE LAWN OF MR. G. R. YOUNG,
 EG0190'7.5 MILES NORTH OF SMITHVILLE, 0.5 MILE SOUTH OF THE CROSSROAD AT
 EG0190'TILDEN IN THE SOUTHWEST 1/4 OF SECTION 27, T 10S, R 9E. IT IS 115.5
 EG0190'FEET WEST OF THE CENTER OF HIGHWAY 25, 71 FEET NORTHWEST OF A FIRE
 EG0190'PLUG, 34 FEET NORTH- NORTHEAST OF A POWER SERVICE POLE, 23 FEET
 EG0190'WEST-SOUTHWEST OF A 10 INCH TWIN OAK, 22.5 FEET SOUTHEAST OF THE
 EG0190'SOUTHEAST CORNER OF THE PORCH OF A FRAME HOUSE, 10 FEET NORTH OF THE
 EG0190'PROJECTED CENTER OF A PAVED ROAD LEADING EAST SET IN THE TOP OF A
 EG0190'SQUARE CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 EG0190'PROJECTS 1 FOOT. TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON
 EG0190'U.S. HIGHWAY 78 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 25.
 EG0190'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 25 FOR 7.4 MILES TO A
 EG0190'CROSSROAD. CONTINUE SOUTHEAST ON STATE HIGHWAY 25 FOR 0.55 MILE TO A
 EG0190'SIDE ROAD AND A STORE ON THE LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0343 ***********************************************************************
 EG0343  DESIGNATION -  E 176
 EG0343  PID         -  EG0343
 EG0343  STATE/COUNTY-  MS/MONROE
 EG0343  USGS QUAD   -  DETROIT (1967)
 EG0343
 EG0343                         *CURRENT SURVEY CONTROL
 EG0343  ___________________________________________________________________
 EG0343* NAD 83(1986)-  34 04 42.     (N)    088 14 59.     (W)     SCALED    
 EG0343* NAVD 88     -       123.028  (meters)     403.63   (feet)  ADJUSTED  
 EG0343  ___________________________________________________________________
 EG0343  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0343  DYNAMIC HT  -         122.903 (meters)     403.22  (feet)  COMP
 EG0343  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 EG0343
 EG0343  VERT ORDER  -  SECOND    CLASS 0
 EG0343
 EG0343.The horizontal coordinates were scaled from a topographic map and have
 EG0343.an estimated accuracy of +/- 6 seconds.
 EG0343
 EG0343.The orthometric height was determined by differential leveling
 EG0343.and adjusted in June 1991.
 EG0343
 EG0343.The geoid height was determined by GEOID03.
 EG0343
 EG0343.The dynamic height is computed by dividing the NAVD 88
 EG0343.geopotential number by the normal gravity value computed on the
 EG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0343.degrees latitude (g = 980.6199 gals.).
 EG0343
 EG0343.The modeled gravity was interpolated from observed gravity values.
 EG0343
 EG0343;                    North         East    Units  Estimated Accuracy
 EG0343;SPC MS E     -   507,790.      353,870.      MT  (+/- 180 meters Scaled)
 EG0343
 EG0343                          SUPERSEDED SURVEY CONTROL
 EG0343
 EG0343  NGVD 29 (??/??/92)  122.970  (m)          403.44   (f) ADJ UNCH    2 0
 EG0343
 EG0343.Superseded values are not recommended for survey control.
 EG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0343.See file dsdata.txt to determine how the superseded data were derived.
 EG0343
 EG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC846715(NAD 83)
 EG0343_MARKER: DB = BENCH MARK DISK
 EG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0343_STAMPING: E 176 1946
 EG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0343+STABILITY: SURFACE MOTION
 EG0343
 EG0343  HISTORY     - Date     Condition        Report By
 EG0343  HISTORY     - 1946     MONUMENTED       CGS
 EG0343  HISTORY     - 1963     GOOD             MSHD
 EG0343
 EG0343                          STATION DESCRIPTION
 EG0343
 EG0343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0343'15.0 MI NE FROM GREENWOOD SPRINGS.
 EG0343'FROM THE POST OFFICE AT GREENWOOD SPRINGS, GO NORTHEAST ON A BLACK TOP
 EG0343'ROAD KNOWN LOCALLY AS THE GREENWOOD SPRINGS-SPLUNGE ROAD FOR 7.7 MILES
 EG0343'TO A T ROAD, TURN RIGHT, AND GO 0.95 MILE TO A GRAVEL ROAD ON THE
 EG0343'LEFT, TURN LEFT, AND FOLLOW THIS ROAD FOR 5.15 MILES TO THE
 EG0343'INTERSECTION OF AN EAST-WEST GRAVEL ROAD AT A CEMETERY, TURN LEFT,
 EG0343'WEST AND GO 0.4 MILE TO A GRAVEL ROAD ON THE RIGHT, TURN SHARP RIGHT,
 EG0343'ON THE GRAVEL ROAD AND GO 2.1 MILE TO THE E. L. PATTERSON HOME AND THE
 EG0343'MARK ON THE RIGHT, IN THE YARD.  THE MARK IS A DISK SET IN THE TOP OF
 EG0343'A 6 INCH SQUARE CONCRETE POST.  IT IS 83 FEET SOUTHEAST OF A 36-INCH
 EG0343'OAK TREE, 48 FEET WEST OF THE WEST CORNER OF THE HOUSE, 29 FEET
 EG0343'NORTHEAST OF THE CENTER OF THE ROAD, 1 FOOT ABOVE THE GRAVEL ROAD AND
 EG0343'PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE
 EG0343'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0483 ***********************************************************************
 DJ0483  DESIGNATION -  E 177
 DJ0483  PID         -  DJ0483
 DJ0483  STATE/COUNTY-  MS/NOXUBEE
 DJ0483  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0483
 DJ0483                         *CURRENT SURVEY CONTROL
 DJ0483  ___________________________________________________________________
 DJ0483* NAD 83(1986)-  33 10 00.     (N)    088 22 16.     (W)     SCALED    
 DJ0483* NAVD 88     -        64.242  (meters)     210.77   (feet)  ADJUSTED  
 DJ0483  ___________________________________________________________________
 DJ0483  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DJ0483  DYNAMIC HT  -          64.171 (meters)     210.53  (feet)  COMP
 DJ0483  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DJ0483
 DJ0483  VERT ORDER  -  SECOND    CLASS 0
 DJ0483
 DJ0483.The horizontal coordinates were scaled from a topographic map and have
 DJ0483.an estimated accuracy of +/- 6 seconds.
 DJ0483
 DJ0483.The orthometric height was determined by differential leveling
 DJ0483.and adjusted in June 1991.
 DJ0483
 DJ0483.The geoid height was determined by GEOID03.
 DJ0483
 DJ0483.The dynamic height is computed by dividing the NAVD 88
 DJ0483.geopotential number by the normal gravity value computed on the
 DJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0483.degrees latitude (g = 980.6199 gals.).
 DJ0483
 DJ0483.The modeled gravity was interpolated from observed gravity values.
 DJ0483
 DJ0483;                    North         East    Units  Estimated Accuracy
 DJ0483;SPC MS E     -   406,620.      343,110.      MT  (+/- 180 meters Scaled)
 DJ0483
 DJ0483                          SUPERSEDED SURVEY CONTROL
 DJ0483
 DJ0483  NGVD 29 (??/??/92)   64.209  (m)          210.66   (f) ADJ UNCH    2 0
 DJ0483
 DJ0483.Superseded values are not recommended for survey control.
 DJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0483.See file dsdata.txt to determine how the superseded data were derived.
 DJ0483
 DJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB721706(NAD 83)
 DJ0483_MARKER: DB = BENCH MARK DISK
 DJ0483_SETTING: 0 = UNSPECIFIED SETTING
 DJ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0483
 DJ0483  HISTORY     - Date     Condition        Report By
 DJ0483  HISTORY     - UNK      MONUMENTED       CGS
 DJ0483  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0483
 DJ0483                          STATION DESCRIPTION
 DJ0483
 DJ0483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0483'2.6 MI NE FROM PRAIRIE POINT.
 DJ0483'ABOUT 1.4 MILES EAST OF THE POST OFFICE AT PRAIRIE POINT, THENCE 1.2
 DJ0483'MILES NORTH ALONG A GRAVEL ROAD TO BIGBEE VALLEY, ABOUT 0.2 MILE SOUTH
 DJ0483'OF A ROAD INTERSECTION, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 DJ0483'AN UNPAINTED HOUSE, 25 FEET WEST OF AND ABOUT LEVEL WITH THE
 DJ0483'CENTERLINE OF THE ROAD, 1 FOOT EAST OF A WIRE FENCE AND 2 FEET SOUTH
 DJ0483'OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0021 ***********************************************************************
 DJ0021  DESIGNATION -  E 178
 DJ0021  PID         -  DJ0021
 DJ0021  STATE/COUNTY-  MS/MONROE
 DJ0021  USGS QUAD   -  AMORY SW (1992)
 DJ0021
 DJ0021                         *CURRENT SURVEY CONTROL
 DJ0021  ___________________________________________________________________
 DJ0021* NAD 83(1986)-  33 48 22.     (N)    088 28 22.     (W)     SCALED    
 DJ0021* NAVD 88     -        64.806  (meters)     212.62   (feet)  ADJUSTED  
 DJ0021  ___________________________________________________________________
 DJ0021  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DJ0021  DYNAMIC HT  -          64.740 (meters)     212.40  (feet)  COMP
 DJ0021  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 DJ0021
 DJ0021  VERT ORDER  -  SECOND    CLASS 0
 DJ0021
 DJ0021.The horizontal coordinates were scaled from a topographic map and have
 DJ0021.an estimated accuracy of +/- 6 seconds.
 DJ0021
 DJ0021.The orthometric height was determined by differential leveling
 DJ0021.and adjusted in June 1991.
 DJ0021
 DJ0021.The geoid height was determined by GEOID03.
 DJ0021
 DJ0021.The dynamic height is computed by dividing the NAVD 88
 DJ0021.geopotential number by the normal gravity value computed on the
 DJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0021.degrees latitude (g = 980.6199 gals.).
 DJ0021
 DJ0021.The modeled gravity was interpolated from observed gravity values.
 DJ0021
 DJ0021;                    North         East    Units  Estimated Accuracy
 DJ0021;SPC MS E     -   477,500.      333,380.      MT  (+/- 180 meters Scaled)
 DJ0021
 DJ0021                          SUPERSEDED SURVEY CONTROL
 DJ0021
 DJ0021  NGVD 29 (??/??/92)   64.75   (m)          212.4    (f) COMPUTED    2 0
 DJ0021
 DJ0021.Superseded values are not recommended for survey control.
 DJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0021.See file dsdata.txt to determine how the superseded data were derived.
 DJ0021
 DJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC636416(NAD 83)
 DJ0021_MARKER: DB = BENCH MARK DISK
 DJ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0021_STAMPING: E 178 1946
 DJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0021+STABILITY: SURFACE MOTION
 DJ0021
 DJ0021  HISTORY     - Date     Condition        Report By
 DJ0021  HISTORY     - 1946     MONUMENTED       CGS
 DJ0021  HISTORY     - 1963     GOOD             MSHD
 DJ0021  HISTORY     - 1964     GOOD             NGS
 DJ0021
 DJ0021                          STATION DESCRIPTION
 DJ0021
 DJ0021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0021'4.5 MI SE FROM ABERDEEN.
 DJ0021'TO REACH FROM THE POST OFFICE IN ABERDEEN, GO SOUTHEAST ALONG U. S.
 DJ0021'HIGHWAY 45 FOR 4.5 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0021'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 23.0 FEET
 DJ0021'NORTH OF THE NORTHEAST CORNER OF A FRUIT STAND, 12 FEET SOUTHEAST OF A
 DJ0021'POWER SERVICE POLE, 11 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, ABOUT
 DJ0021'LEVEL WITH THE CENTERLINE OF THE HIGHWAY AND PROJECTS 4 INCHES. A
 DJ0021'METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
 DJ0021
 DJ0021                          STATION RECOVERY (1964)
 DJ0021
 DJ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DJ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0172 ***********************************************************************
 DJ0172  DESIGNATION -  E 179
 DJ0172  PID         -  DJ0172
 DJ0172  STATE/COUNTY-  MS/MONROE
 DJ0172  USGS QUAD   -  CALEDONIA (1987)
 DJ0172
 DJ0172                         *CURRENT SURVEY CONTROL
 DJ0172  ___________________________________________________________________
 DJ0172* NAD 83(1986)-  33 44 42.     (N)    088 18 43.     (W)     SCALED    
 DJ0172* NAVD 88     -        76.181  (meters)     249.94   (feet)  ADJUSTED  
 DJ0172  ___________________________________________________________________
 DJ0172  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DJ0172  DYNAMIC HT  -          76.103 (meters)     249.68  (feet)  COMP
 DJ0172  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 DJ0172
 DJ0172  VERT ORDER  -  SECOND    CLASS 0
 DJ0172
 DJ0172.The horizontal coordinates were scaled from a topographic map and have
 DJ0172.an estimated accuracy of +/- 6 seconds.
 DJ0172
 DJ0172.The orthometric height was determined by differential leveling
 DJ0172.and adjusted in June 1991.
 DJ0172
 DJ0172.The geoid height was determined by GEOID03.
 DJ0172
 DJ0172.The dynamic height is computed by dividing the NAVD 88
 DJ0172.geopotential number by the normal gravity value computed on the
 DJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0172.degrees latitude (g = 980.6199 gals.).
 DJ0172
 DJ0172.The modeled gravity was interpolated from observed gravity values.
 DJ0172
 DJ0172;                    North         East    Units  Estimated Accuracy
 DJ0172;SPC MS E     -   470,790.      348,310.      MT  (+/- 180 meters Scaled)
 DJ0172
 DJ0172                          SUPERSEDED SURVEY CONTROL
 DJ0172
 DJ0172  NGVD 29 (??/??/92)   76.148  (m)          249.83   (f) ADJ UNCH    2 0
 DJ0172
 DJ0172.Superseded values are not recommended for survey control.
 DJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0172.See file dsdata.txt to determine how the superseded data were derived.
 DJ0172
 DJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC784346(NAD 83)
 DJ0172_MARKER: DB = BENCH MARK DISK
 DJ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0172+STABILITY: SURFACE MOTION
 DJ0172
 DJ0172  HISTORY     - Date     Condition        Report By
 DJ0172  HISTORY     - UNK      MONUMENTED       CGS
 DJ0172  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0172  HISTORY     - 1965     MARK NOT FOUND   USGS
 DJ0172
 DJ0172                          STATION DESCRIPTION
 DJ0172
 DJ0172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0172'4.8 MI N FROM CALEDONIA.
 DJ0172'ABOUT 4.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DJ0172'CALEDONIA, AT THE INTERSECTION OF A ROAD LEADING TO HAMILTON, 46 FEET
 DJ0172'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 22 FEET EAST OF AND ABOUT
 DJ0172'LEVEL WITH THE CENTER LINE OF THE GATTMAN ROAD, 2 FEET NORTHWEST OF A
 DJ0172'WOODEN WITNESS POST.  THE MARK IS A DISK SET IN THE TOP OF A CONCRETE
 DJ0172'POST PROJECTING ABOUT 5 INCHES.
 DJ0172
 DJ0172                          STATION RECOVERY (1965)
 DJ0172
 DJ0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DJ0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1233 ***********************************************************************
 BH1233  DESIGNATION -  E 18
 BH1233  PID         -  BH1233
 BH1233  STATE/COUNTY-  MS/HANCOCK
 BH1233  USGS QUAD   -  LOGTOWN (1993)
 BH1233
 BH1233                         *CURRENT SURVEY CONTROL
 BH1233  ___________________________________________________________________
 BH1233* NAD 83(1986)-  30 20 24.     (N)    089 36 49.     (W)     SCALED    
 BH1233* NAVD 88     -         3.909  (meters)      12.82   (feet)  ADJUSTED  
 BH1233  ___________________________________________________________________
 BH1233  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BH1233  DYNAMIC HT  -           3.904 (meters)      12.81  (feet)  COMP
 BH1233  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BH1233
 BH1233  VERT ORDER  -  FIRST     CLASS II
 BH1233
 BH1233.The horizontal coordinates were scaled from a topographic map and have
 BH1233.an estimated accuracy of +/- 6 seconds.
 BH1233
 BH1233.The orthometric height was determined by differential leveling
 BH1233.and adjusted in February 1994.
 BH1233
 BH1233.The geoid height was determined by GEOID03.
 BH1233
 BH1233.The dynamic height is computed by dividing the NAVD 88
 BH1233.geopotential number by the normal gravity value computed on the
 BH1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1233.degrees latitude (g = 980.6199 gals.).
 BH1233
 BH1233.The modeled gravity was interpolated from observed gravity values.
 BH1233
 BH1233;                    North         East    Units  Estimated Accuracy
 BH1233;SPC MS E     -    93,370.      224,970.      MT  (+/- 180 meters Scaled)
 BH1233
 BH1233                          SUPERSEDED SURVEY CONTROL
 BH1233
 BH1233  NGVD 29 (??/??/??)    3.875  (m)           12.71   (f) ADJUSTED    1 2
 BH1233
 BH1233.Superseded values are not recommended for survey control.
 BH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1233.See file dsdata.txt to determine how the superseded data were derived.
 BH1233
 BH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU487593(NAD 83)
 BH1233_MARKER: DB = BENCH MARK DISK
 BH1233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1233_SP_SET: HEADWALL
 BH1233_STAMPING: E 18 1934
 BH1233_MARK LOGO: CGS   
 BH1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1233+STABILITY: SURFACE MOTION
 BH1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1233+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH1233
 BH1233  HISTORY     - Date     Condition        Report By
 BH1233  HISTORY     - 1934     MONUMENTED       CGS
 BH1233  HISTORY     - 1972     GOOD             MSHD
 BH1233  HISTORY     - 19930312 GOOD             NGS
 BH1233  HISTORY     - 20050817 GOOD             NGS
 BH1233
 BH1233                          STATION DESCRIPTION
 BH1233
 BH1233'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1233'6.1 MI N FROM PEARLINGTON.
 BH1233'THE MARK IS LOCATED 6.1 MILES NORTH OF PEARLINGTON IN THE NORTHEAST
 BH1233'END OF THE SOUTHEAST HEADWALL OF A DOUBLE CONCRETE BOX CULVERT UNDER
 BH1233'OLD HIGHWAY 43 ABOUT 100 YARDS SOUTHWEST OF ITS JUNCTION WITH STATE
 BH1233'HIGHWAY 607 ABOUT 0.6 MILES SOUTH OF THE HIGHWAY 607 SOUTH ENTRANCE TO
 BH1233'THE N.A.S.A. TEST FACILITY.  IT IS 21.5 FEET SOUTHEAST OF THE CENTER
 BH1233'OF THE OLD HIGHWAY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A
 BH1233'DRILL HOLE IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A DOUBLE
 BH1233'CONCRETE BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 BH1233'HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 607 AND U.S.
 BH1233'HIGHWAY 90 11 MILES WEST OF THE WEST END OF THE BRIDGE OVER ST. LOUIS
 BH1233'BAY AT BAY ST. LOUIS GO WEST ON STATE HIGHWAY 607 FOR 5 MILES TO THE
 BH1233'JUNCTION OF STATE HIGHWAY 604.  CONTINUE NORTHWEST ON HIGHWAY 607 FOR
 BH1233'1.2 MILES TO THE I-10 OVERPASS.  CONTINUE NORTHWEST ON HIGHWAY 607 FOR
 BH1233'2.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A BLACK TOP
 BH1233'ROAD FOR 100 YARDS TO THE MARK ON THE LEFT.
 BH1233
 BH1233                          STATION RECOVERY (1993)
 BH1233
 BH1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1233'12.3 KM (7.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1233'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, THENCE 12.9 KM (8.00
 BH1233'MI) NORTHWESTERLY ALONG STATE HIGHWAY 607, IN TOP OF AND 0.2 M (0.7
 BH1233'FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 BH1233'OF A CULVERT, 3.2 KM (2.00 MI) NORTHWEST OF THE INTERSECTION OF
 BH1233'INTERSTATE HIGHWAY 10, 68.7 M (225.4 FT) WEST OF THE CENTERLINE OF
 BH1233'THE SOUTHBOUND LANES OF THE HIGHWAY, 6.6 M (21.7 FT) SOUTHEAST OF THE
 BH1233'CENTER OF A PAVED ROAD, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD,
 BH1233'AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
 BH1233
 BH1233                          STATION RECOVERY (2005)
 BH1233
 BH1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH1233'N302024.6 W0893650.0  ON OLD RTE 607, NOW UNMARKED PAVED SIDE ROAD
 BH1233'RUNNING WEST FROM RTE 607, THEN TURNING SOUTH INTO WOODS TO MARK ON
 BH1233'LEFT (EAST) SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1045 ***********************************************************************
 DJ1045  DESIGNATION -  E 180
 DJ1045  PID         -  DJ1045
 DJ1045  STATE/COUNTY-  MS/MONROE
 DJ1045  USGS QUAD   -  STRONG (1987)
 DJ1045
 DJ1045                         *CURRENT SURVEY CONTROL
 DJ1045  ___________________________________________________________________
 DJ1045* NAD 83(1986)-  33 41 37.     (N)    088 33 40.     (W)     SCALED    
 DJ1045* NAVD 88     -        67.547  (meters)     221.61   (feet)  ADJUSTED  
 DJ1045  ___________________________________________________________________
 DJ1045  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DJ1045  DYNAMIC HT  -          67.478 (meters)     221.38  (feet)  COMP
 DJ1045  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DJ1045
 DJ1045  VERT ORDER  -  SECOND    CLASS 0
 DJ1045
 DJ1045.The horizontal coordinates were scaled from a topographic map and have
 DJ1045.an estimated accuracy of +/- 6 seconds.
 DJ1045
 DJ1045.The orthometric height was determined by differential leveling
 DJ1045.and adjusted in June 1991.
 DJ1045
 DJ1045.The geoid height was determined by GEOID03.
 DJ1045
 DJ1045.The dynamic height is computed by dividing the NAVD 88
 DJ1045.geopotential number by the normal gravity value computed on the
 DJ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1045.degrees latitude (g = 980.6199 gals.).
 DJ1045
 DJ1045.The modeled gravity was interpolated from observed gravity values.
 DJ1045
 DJ1045;                    North         East    Units  Estimated Accuracy
 DJ1045;SPC MS E     -   465,000.      325,240.      MT  (+/- 180 meters Scaled)
 DJ1045
 DJ1045                          SUPERSEDED SURVEY CONTROL
 DJ1045
 DJ1045  NGVD 29 (??/??/92)   67.50   (m)          221.5    (f) COMPUTED    2 0
 DJ1045
 DJ1045.Superseded values are not recommended for survey control.
 DJ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1045.See file dsdata.txt to determine how the superseded data were derived.
 DJ1045
 DJ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC553292(NAD 83)
 DJ1045_MARKER: DB = BENCH MARK DISK
 DJ1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1045_STAMPING: E 180 1946
 DJ1045_MARK LOGO: CGS   
 DJ1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1045+STABILITY: SURFACE MOTION
 DJ1045
 DJ1045  HISTORY     - Date     Condition        Report By
 DJ1045  HISTORY     - 1946     MONUMENTED       CGS
 DJ1045  HISTORY     - 1963     GOOD             MSHD
 DJ1045  HISTORY     - 1983     GOOD             NGS
 DJ1045
 DJ1045                          STATION DESCRIPTION
 DJ1045
 DJ1045'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1045'2.7 MI E FROM STRONGS.
 DJ1045'TO REACH FROM THE POST OFFICE IN STRONG, GO EAST ALONG A GRAVEL ROAD
 DJ1045'FOR 2.7 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ1045'TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS ABOUT 0.1 MILE EAST OF A
 DJ1045'HOUSE, 20 FEET SOUTH OF THE CENTER OF THE ROAD, SET IN THE NORTHEAST
 DJ1045'CORNER OF A SMALL OAK GROVE, 2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD
 DJ1045'AND 6 INCHES BELOW THE GROUND SURFACE.  A METAL WITNESS POST WAS SET
 DJ1045'0.8 FOOT EAST OF THE MARK.
 DJ1045
 DJ1045                          STATION RECOVERY (1983)
 DJ1045
 DJ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1045'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD, RAILROAD
 DJ1045'CROSSING.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0783 ***********************************************************************
 DJ0783  DESIGNATION -  E 182
 DJ0783  PID         -  DJ0783
 DJ0783  STATE/COUNTY-  MS/LOWNDES
 DJ0783  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0783
 DJ0783                         *CURRENT SURVEY CONTROL
 DJ0783  ___________________________________________________________________
 DJ0783* NAD 83(1986)-  33 22 02.     (N)    088 37 34.     (W)     SCALED    
 DJ0783* NAVD 88     -        83.320  (meters)     273.36   (feet)  ADJUSTED  
 DJ0783  ___________________________________________________________________
 DJ0783  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DJ0783  DYNAMIC HT  -          83.229 (meters)     273.06  (feet)  COMP
 DJ0783  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DJ0783
 DJ0783  VERT ORDER  -  FIRST     CLASS II
 DJ0783
 DJ0783.The horizontal coordinates were scaled from a topographic map and have
 DJ0783.an estimated accuracy of +/- 6 seconds.
 DJ0783
 DJ0783.The orthometric height was determined by differential leveling
 DJ0783.and adjusted in June 1991.
 DJ0783.WARNING-Repeat measurements at this control monument indicate possible
 DJ0783.vertical movement.
 DJ0783
 DJ0783.The geoid height was determined by GEOID03.
 DJ0783
 DJ0783.The dynamic height is computed by dividing the NAVD 88
 DJ0783.geopotential number by the normal gravity value computed on the
 DJ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0783.degrees latitude (g = 980.6199 gals.).
 DJ0783
 DJ0783.The modeled gravity was interpolated from observed gravity values.
 DJ0783
 DJ0783;                    North         East    Units  Estimated Accuracy
 DJ0783;SPC MS E     -   428,780.      319,280.      MT  (+/- 180 meters Scaled)
 DJ0783
 DJ0783                          SUPERSEDED SURVEY CONTROL
 DJ0783
 DJ0783  NGVD 29 (??/??/92)   83.251  (m)          273.13   (f) ADJ UNCH    1 2
 DJ0783
 DJ0783.Superseded values are not recommended for survey control.
 DJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0783.See file dsdata.txt to determine how the superseded data were derived.
 DJ0783
 DJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB487931(NAD 83)
 DJ0783_MARKER: DB = BENCH MARK DISK
 DJ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0783_STAMPING: E 182
 DJ0783_MARK LOGO: CGS   
 DJ0783_PROJECTION: FLUSH
 DJ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0783+STABILITY: SURFACE MOTION
 DJ0783
 DJ0783  HISTORY     - Date     Condition        Report By
 DJ0783  HISTORY     - UNK      MONUMENTED       CGS
 DJ0783  HISTORY     - 1963     GOOD             MSHD
 DJ0783  HISTORY     - 1983     GOOD             NGS
 DJ0783
 DJ0783                          STATION DESCRIPTION
 DJ0783
 DJ0783'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0783'1.75 MI NE FROM PENN.
 DJ0783'TO REACH FROM THE GULF, MOBILE, AND OHIO RAILROAD STATION IN PENN, GO
 DJ0783'NORTH ON A GRAVEL ROAD 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 DJ0783'EAST, AND GO 0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET
 DJ0783'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, APPROXIMATELY 500 FEET
 DJ0783'SOUTH OF A LARGE POOL OF WATER, 19 FEET NORTH OF THE CENTER OF A
 DJ0783'GRAVEL ROAD, 224 FEET SOUTHEAST OF A 24-INCH WATER TANK, 1.0 FOOT
 DJ0783'SOUTH OF A WIRE FENCE, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS
 DJ0783'6 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 DJ0783
 DJ0783                          STATION RECOVERY (1983)
 DJ0783
 DJ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0783'RECOVERED IN GOOD CONDITION.  THE OLD RAILROAD STATION IS GONE.  NEW
 DJ0783'DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) EAST ALONG A BLACKTOP STREET
 DJ0783'FROM THE POST OFFICE IN CRAWFORD, THENCE 7.2 KM (4.5 MI) NORTHWEST
 DJ0783'ALONG U.S. HIGHWAY 45 ALTERNATE, THENCE 0.4 KM (0.25 MI) EAST ALONG A
 DJ0783'PAVED ROAD TO THE GUARD GATE AT THE TXI UNITED CEMENT COMPANY
 DJ0783'(PERMISSION WAS OBTAINED FROM THE SUPERINTENDENT THROUGH THE GUARD
 DJ0783'ATTENDENT, THIS IS A HARD HAT AREA), THENCE 0.4 KM (0.25 MI) EAST AND
 DJ0783'NORTHEAST ALONG A PAVED AND GRAVELED ROAD (PASSING UNDER THE EAST END
 DJ0783'OF A METAL COVERED CONVEYOR BELT), THENCE 0.4 KM (0.25 MI) NORTH ALONG
 DJ0783'A GRAVELED ROAD, THENCE 0.5 KM (0.3 MI) EAST ALONG A GRAVELED ROAD,
 DJ0783'5.79 METERS (19.0 FT) NORTH OF THE CENTER OF THE GRAVELED ROAD, AND
 DJ0783'0.30 METER (1.0 FT) SOUTH OF AN EAST-WEST FENCE LINE.
 DJ0783'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DJ0783'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0655 ***********************************************************************
 DJ0655  DESIGNATION -  E 183
 DJ0655  PID         -  DJ0655
 DJ0655  STATE/COUNTY-  MS/NOXUBEE
 DJ0655  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0655
 DJ0655                         *CURRENT SURVEY CONTROL
 DJ0655  ___________________________________________________________________
 DJ0655* NAD 83(1986)-  33 12 05.     (N)    088 34 55.     (W)     SCALED    
 DJ0655* NAVD 88     -        76.295  (meters)     250.31   (feet)  ADJUSTED  
 DJ0655  ___________________________________________________________________
 DJ0655  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0655  DYNAMIC HT  -          76.212 (meters)     250.04  (feet)  COMP
 DJ0655  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 DJ0655
 DJ0655  VERT ORDER  -  SECOND    CLASS 0
 DJ0655
 DJ0655.The horizontal coordinates were scaled from a topographic map and have
 DJ0655.an estimated accuracy of +/- 6 seconds.
 DJ0655
 DJ0655.The orthometric height was determined by differential leveling
 DJ0655.and adjusted in June 1991.
 DJ0655
 DJ0655.The geoid height was determined by GEOID03.
 DJ0655
 DJ0655.The dynamic height is computed by dividing the NAVD 88
 DJ0655.geopotential number by the normal gravity value computed on the
 DJ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0655.degrees latitude (g = 980.6199 gals.).
 DJ0655
 DJ0655.The modeled gravity was interpolated from observed gravity values.
 DJ0655
 DJ0655;                    North         East    Units  Estimated Accuracy
 DJ0655;SPC MS E     -   410,400.      323,440.      MT  (+/- 180 meters Scaled)
 DJ0655
 DJ0655                          SUPERSEDED SURVEY CONTROL
 DJ0655
 DJ0655  NGVD 29 (??/??/92)   76.255  (m)          250.18   (f) ADJ UNCH    2 0
 DJ0655
 DJ0655.Superseded values are not recommended for survey control.
 DJ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0655.See file dsdata.txt to determine how the superseded data were derived.
 DJ0655
 DJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB525747(NAD 83)
 DJ0655_MARKER: DB = BENCH MARK DISK
 DJ0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0655_SP_SET: CULVERT
 DJ0655_STAMPING: E 183 1946
 DJ0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0655
 DJ0655  HISTORY     - Date     Condition        Report By
 DJ0655  HISTORY     - 1946     MONUMENTED       CGS
 DJ0655  HISTORY     - 1963     GOOD             MSHD
 DJ0655  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0655
 DJ0655                          STATION DESCRIPTION
 DJ0655
 DJ0655'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0655'2.2 MI S FROM BROOKSVILLE.
 DJ0655'TO REACH THE MARK FROM THE RAILROAD DEPOT IN BROOKSVILLE, GO EAST ONE
 DJ0655'BLOCK, TURN RIGHT, SOUTH, AND FOLLOWING GRAVEL ROAD FOR 1.0 MILE TO A
 DJ0655'DRIVEWAY ON THE RIGHT LEADING TO A TWO STORY WHITE HOUSE, TURN RIGHT,
 DJ0655'ONTO A DRIVEWAY, PASS TO THE LEFT OF THE HOUSE AND CONTINUE ON A FIELD
 DJ0655'ROAD FOR APPROXIMATELY 1.2 MILES TO THE RAILROAD AND THE MARK ON THE
 DJ0655'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 DJ0655'CENTER OF THE TOP OF THE EAST HEADWALL OF A CONCRETE CULVERT.  IT IS
 DJ0655'12.5 FEET EAST OF THE CENTER OF AND 7 FEET BELOW THE LEVEL OF THE
 DJ0655'TRACK.
 DJ0655
 DJ0655                          STATION RECOVERY (1983)
 DJ0655
 DJ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0655'NOT SEARCHED FOR THIS DATE, NO ROADS, INACCESSIBLE AT THIS TIME,
 DJ0655'ASSUME MARK IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0690 ***********************************************************************
 CO0690  DESIGNATION -  E 184
 CO0690  PID         -  CO0690
 CO0690  STATE/COUNTY-  MS/NOXUBEE
 CO0690  USGS QUAD   -  SHUQUALAK (1982)
 CO0690
 CO0690                         *CURRENT SURVEY CONTROL
 CO0690  ___________________________________________________________________
 CO0690* NAD 83(1986)-  32 59 02.     (N)    088 33 17.     (W)     SCALED    
 CO0690* NAVD 88     -        63.108  (meters)     207.05   (feet)  ADJUSTED  
 CO0690  ___________________________________________________________________
 CO0690  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO0690  DYNAMIC HT  -          63.038 (meters)     206.82  (feet)  COMP
 CO0690  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CO0690
 CO0690  VERT ORDER  -  SECOND    CLASS 0
 CO0690
 CO0690.The horizontal coordinates were scaled from a topographic map and have
 CO0690.an estimated accuracy of +/- 6 seconds.
 CO0690
 CO0690.The orthometric height was determined by differential leveling
 CO0690.and adjusted in June 1991.
 CO0690
 CO0690.The geoid height was determined by GEOID03.
 CO0690
 CO0690.The dynamic height is computed by dividing the NAVD 88
 CO0690.geopotential number by the normal gravity value computed on the
 CO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0690.degrees latitude (g = 980.6199 gals.).
 CO0690
 CO0690.The modeled gravity was interpolated from observed gravity values.
 CO0690
 CO0690;                    North         East    Units  Estimated Accuracy
 CO0690;SPC MS E     -   386,290.      326,040.      MT  (+/- 180 meters Scaled)
 CO0690
 CO0690                          SUPERSEDED SURVEY CONTROL
 CO0690
 CO0690  NGVD 29 (??/??/92)   63.079  (m)          206.95   (f) ADJ UNCH    2 0
 CO0690
 CO0690.Superseded values are not recommended for survey control.
 CO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0690.See file dsdata.txt to determine how the superseded data were derived.
 CO0690
 CO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB547505(NAD 83)
 CO0690_MARKER: DB = BENCH MARK DISK
 CO0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0690_STAMPING: E 184 1946
 CO0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0690+STABILITY: SURFACE MOTION
 CO0690
 CO0690  HISTORY     - Date     Condition        Report By
 CO0690  HISTORY     - 1946     MONUMENTED       CGS
 CO0690  HISTORY     - 1964     GOOD             MSHD
 CO0690  HISTORY     - 1981     GOOD             LOCSUR
 CO0690
 CO0690                          STATION DESCRIPTION
 CO0690
 CO0690'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0690'0.95 MI E FROM SHUQUALAK.
 CO0690'TO REACH THE MARK FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN
 CO0690'SHUQUALAK, GO EAST ALONG THE ROAD TO PAULETTE 0.6 MILE TO U. S.
 CO0690'HIGHWAY 45, CROSS THE HIGHWAY AND CONTINUE EAST 0.35 MILE TO THE MARK
 CO0690'ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF AN
 CO0690'8-INCH SQUARE CONCRETE POST.  IT IS 112 FEET NORTHEAST OF THE EAST
 CO0690'CORNER OF A HOUSE, 27 FEET NORTHWEST OF THE CENTER OF THE ROAD, 12
 CO0690'FEET NORTHWEST OF A POWERLINE POLE, ABOUT LEVEL WITH THE ROAD AND
 CO0690'FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF
 CO0690'THE MARK.
 CO0690
 CO0690                          STATION RECOVERY (1981)
 CO0690
 CO0690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CO0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1056 ***********************************************************************
 CO1056  DESIGNATION -  E 184 RESET
 CO1056  PID         -  CO1056
 CO1056  STATE/COUNTY-  MS/NOXUBEE
 CO1056  USGS QUAD   -  SHUQUALAK (1982)
 CO1056
 CO1056                         *CURRENT SURVEY CONTROL
 CO1056  ___________________________________________________________________
 CO1056* NAD 83(1986)-  32 59 01.     (N)    088 33 15.     (W)     SCALED    
 CO1056* NAVD 88     -        63.027  (meters)     206.78   (feet)  ADJUSTED  
 CO1056  ___________________________________________________________________
 CO1056  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO1056  DYNAMIC HT  -          62.957 (meters)     206.55  (feet)  COMP
 CO1056  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CO1056
 CO1056  VERT ORDER  -  FIRST     CLASS II
 CO1056
 CO1056.The horizontal coordinates were scaled from a topographic map and have
 CO1056.an estimated accuracy of +/- 6 seconds.
 CO1056
 CO1056.The orthometric height was determined by differential leveling
 CO1056.and adjusted in June 1991.
 CO1056
 CO1056.The geoid height was determined by GEOID03.
 CO1056
 CO1056.The dynamic height is computed by dividing the NAVD 88
 CO1056.geopotential number by the normal gravity value computed on the
 CO1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1056.degrees latitude (g = 980.6199 gals.).
 CO1056
 CO1056.The modeled gravity was interpolated from observed gravity values.
 CO1056
 CO1056;                    North         East    Units  Estimated Accuracy
 CO1056;SPC MS E     -   386,260.      326,090.      MT  (+/- 180 meters Scaled)
 CO1056
 CO1056                          SUPERSEDED SURVEY CONTROL
 CO1056
 CO1056  NGVD 29 (08/12/04)   63.00   (m)          206.7    (f) RESET       3  
 CO1056
 CO1056.Superseded values are not recommended for survey control.
 CO1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1056.See file dsdata.txt to determine how the superseded data were derived.
 CO1056
 CO1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB547505(NAD 83)
 CO1056_MARKER: DB = BENCH MARK DISK
 CO1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1056_STAMPING: E 184 RESET 1979
 CO1056_MARK LOGO: NGS   
 CO1056_PROJECTION: FLUSH
 CO1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1056+STABILITY: SURFACE MOTION
 CO1056
 CO1056  HISTORY     - Date     Condition        Report By
 CO1056  HISTORY     - 1979     MONUMENTED       NGS
 CO1056  HISTORY     - 1983     GOOD             NGS
 CO1056
 CO1056                          STATION DESCRIPTION
 CO1056
 CO1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CO1056'0.65 MI EAST FROM SHUQUALAK.
 CO1056'0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1056'HIGHWAYS 21 AND 39 IN SHUQUALAK, THENCE EAST ALONG COUNTY ROAD FOR 0.4
 CO1056'MILE TO MARK ON THE RIGHT, 43 FT. SOUTHEAST OF CENTER OF ROAD, 36 FT.
 CO1056'WEST SOUTHWEST OF THE NORTHWEST CORNER OF LARGE ABANDON HOUSE, 21 FT.
 CO1056'WEST OF A 28 INCH PECAN TREE, 1.5 FT. EAST OF FENCELINE.
 CO1056
 CO1056                          STATION RECOVERY (1983)
 CO1056
 CO1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0217 ***********************************************************************
 CO0217  DESIGNATION -  E 185
 CO0217  PID         -  CO0217
 CO0217  STATE/COUNTY-  MS/LAUDERDALE
 CO0217  USGS QUAD   -  TAMOLA (1987)
 CO0217
 CO0217                         *CURRENT SURVEY CONTROL
 CO0217  ___________________________________________________________________
 CO0217* NAD 83(1986)-  32 34 27.     (N)    088 27 50.     (W)     SCALED    
 CO0217* NAVD 88     -        69.550  (meters)     228.18   (feet)  ADJUSTED  
 CO0217  ___________________________________________________________________
 CO0217  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CO0217  DYNAMIC HT  -          69.469 (meters)     227.92  (feet)  COMP
 CO0217  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CO0217
 CO0217  VERT ORDER  -  SECOND    CLASS 0
 CO0217
 CO0217.The horizontal coordinates were scaled from a topographic map and have
 CO0217.an estimated accuracy of +/- 6 seconds.
 CO0217
 CO0217.The orthometric height was determined by differential leveling
 CO0217.and adjusted in June 1991.
 CO0217
 CO0217.The geoid height was determined by GEOID03.
 CO0217
 CO0217.The dynamic height is computed by dividing the NAVD 88
 CO0217.geopotential number by the normal gravity value computed on the
 CO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0217.degrees latitude (g = 980.6199 gals.).
 CO0217
 CO0217.The modeled gravity was interpolated from observed gravity values.
 CO0217
 CO0217;                    North         East    Units  Estimated Accuracy
 CO0217;SPC MS E     -   340,880.      334,690.      MT  (+/- 180 meters Scaled)
 CO0217
 CO0217                          SUPERSEDED SURVEY CONTROL
 CO0217
 CO0217  NGVD 29 (??/??/92)   69.542  (m)          228.16   (f) ADJ UNCH    2 0
 CO0217
 CO0217.Superseded values are not recommended for survey control.
 CO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0217.See file dsdata.txt to determine how the superseded data were derived.
 CO0217
 CO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625050(NAD 83)
 CO0217_MARKER: DB = BENCH MARK DISK
 CO0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0217_SP_SET: BRIDGE
 CO0217_STAMPING: E 185 1946
 CO0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0217
 CO0217  HISTORY     - Date     Condition        Report By
 CO0217  HISTORY     - 1946     MONUMENTED       CGS
 CO0217  HISTORY     - 1964     GOOD             MSHD
 CO0217  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0217
 CO0217                          STATION DESCRIPTION
 CO0217
 CO0217'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0217'4.35 MI NE FROM LAUDERDALE.
 CO0217'TO REACH THE MARK FROM THE U. S. POST OFFICE IN LAUDERDALE, GO NORTH
 CO0217'ON U. S. HIGHWAY 45 FOR 1.25 MILE TO A BLACKTOP ROAD ON THE RIGHT,
 CO0217'TURN RIGHT, NORTHEAST AND GO 2.85 MILES TO A DIRT ROAD ON THE RIGHT,
 CO0217'TURN RIGHT, EAST AND GO 0.15 MILE TO A RAILROAD, CONTINUE EAST 1.0
 CO0217'MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A
 CO0217'DRILLED HOLE IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL
 CO0217'OF A 15-FOOT CONCRETE BRIDGE OVER A SMALL CREEK, 12 FEET SOUTH OF THE
 CO0217'CENTER OF THE ROAD AND 2 FEET BELOW THE LEVEL OF THE ROAD.
 CO0217
 CO0217                          STATION RECOVERY (1983)
 CO0217
 CO0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0217'NOT RECOVERED THIS DATE, ROAD HAS BEEN WIDENED, BRIDGE REPLACED, DISK
 CO0217'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0393 ***********************************************************************
 DJ0393  DESIGNATION -  E 186
 DJ0393  PID         -  DJ0393
 DJ0393  STATE/COUNTY-  MS/NOXUBEE
 DJ0393  USGS QUAD   -  CLIFTONVILLE (1973)
 DJ0393
 DJ0393                         *CURRENT SURVEY CONTROL
 DJ0393  ___________________________________________________________________
 DJ0393* NAD 83(1986)-  33 14 06.     (N)    088 29 58.     (W)     SCALED    
 DJ0393* NAVD 88     -        80.135  (meters)     262.91   (feet)  ADJUSTED  
 DJ0393  ___________________________________________________________________
 DJ0393  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0393  DYNAMIC HT  -          80.048 (meters)     262.62  (feet)  COMP
 DJ0393  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 DJ0393
 DJ0393  VERT ORDER  -  SECOND    CLASS 0
 DJ0393
 DJ0393.The horizontal coordinates were scaled from a topographic map and have
 DJ0393.an estimated accuracy of +/- 6 seconds.
 DJ0393
 DJ0393.The orthometric height was determined by differential leveling
 DJ0393.and adjusted in June 1991.
 DJ0393
 DJ0393.The geoid height was determined by GEOID03.
 DJ0393
 DJ0393.The dynamic height is computed by dividing the NAVD 88
 DJ0393.geopotential number by the normal gravity value computed on the
 DJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0393.degrees latitude (g = 980.6199 gals.).
 DJ0393
 DJ0393.The modeled gravity was interpolated from observed gravity values.
 DJ0393
 DJ0393;                    North         East    Units  Estimated Accuracy
 DJ0393;SPC MS E     -   414,150.      331,120.      MT  (+/- 180 meters Scaled)
 DJ0393
 DJ0393                          SUPERSEDED SURVEY CONTROL
 DJ0393
 DJ0393  NGVD 29 (??/??/92)   80.108  (m)          262.82   (f) ADJ UNCH    2 0
 DJ0393
 DJ0393.Superseded values are not recommended for survey control.
 DJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0393.See file dsdata.txt to determine how the superseded data were derived.
 DJ0393
 DJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB602783(NAD 83)
 DJ0393_MARKER: DB = BENCH MARK DISK
 DJ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0393_STAMPING: E 186 1946
 DJ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0393+STABILITY: SURFACE MOTION
 DJ0393
 DJ0393  HISTORY     - Date     Condition        Report By
 DJ0393  HISTORY     - 1946     MONUMENTED       CGS
 DJ0393  HISTORY     - 1963     GOOD             MSHD
 DJ0393
 DJ0393                          STATION DESCRIPTION
 DJ0393
 DJ0393'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0393'0.7 MI W FROM DEERBROOK.
 DJ0393'TO REACH THE MARK FROM THE CROSSROAD IN DEERBROOK, GO WEST ALONG STATE
 DJ0393'HIGHWAY 388 FOR 0.7 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. THE
 DJ0393'MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST. IT IS
 DJ0393'203 FEET EAST OF THE CENTER OF A DRIVE, 77 FEET WEST OF A FENCE
 DJ0393'CORNER, 34 FEET NORTH OF THE CENTER OF THE HIGHWAY, 28 FEET SOUTHEAST
 DJ0393'OF A 24-INCH CEDAR TREE, 6.0 FEET SOUTH OF A WIRE FENCE, 1 FOOT BELOW
 DJ0393'THE LEVEL OF THE HIGHWAY, AND PROJECTS 2 INCHES.  A METAL WITNESS POST
 DJ0393'WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0371 ***********************************************************************
 CO0371  DESIGNATION -  E 187
 CO0371  PID         -  CO0371
 CO0371  STATE/COUNTY-  MS/LAUDERDALE
 CO0371  USGS QUAD   -  KEWANEE (1974)
 CO0371
 CO0371                         *CURRENT SURVEY CONTROL
 CO0371  ___________________________________________________________________
 CO0371* NAD 83(1986)-  32 28 15.     (N)    088 28 41.     (W)     SCALED    
 CO0371* NAVD 88     -        84.508  (meters)     277.26   (feet)  ADJUSTED  
 CO0371  ___________________________________________________________________
 CO0371  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CO0371  DYNAMIC HT  -          84.410 (meters)     276.94  (feet)  COMP
 CO0371  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 CO0371
 CO0371  VERT ORDER  -  SECOND    CLASS 0
 CO0371
 CO0371.The horizontal coordinates were scaled from a topographic map and have
 CO0371.an estimated accuracy of +/- 6 seconds.
 CO0371
 CO0371.The orthometric height was determined by differential leveling
 CO0371.and adjusted in June 1991.
 CO0371
 CO0371.The geoid height was determined by GEOID03.
 CO0371
 CO0371.The dynamic height is computed by dividing the NAVD 88
 CO0371.geopotential number by the normal gravity value computed on the
 CO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0371.degrees latitude (g = 980.6199 gals.).
 CO0371
 CO0371.The modeled gravity was interpolated from observed gravity values.
 CO0371
 CO0371;                    North         East    Units  Estimated Accuracy
 CO0371;SPC MS E     -   329,410.      333,400.      MT  (+/- 180 meters Scaled)
 CO0371
 CO0371                          SUPERSEDED SURVEY CONTROL
 CO0371
 CO0371  NGVD 29 (??/??/92)   84.495  (m)          277.21   (f) ADJ UNCH    2 0
 CO0371
 CO0371.Superseded values are not recommended for survey control.
 CO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0371.See file dsdata.txt to determine how the superseded data were derived.
 CO0371
 CO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA611935(NAD 83)
 CO0371_MARKER: DB = BENCH MARK DISK
 CO0371_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0371_SP_SET: DOUBLE BOX CULVERT
 CO0371_STAMPING: E 187 1946
 CO0371_MARK LOGO: CGS   
 CO0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0371+STABILITY: SURFACE MOTION
 CO0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0371+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 CO0371
 CO0371  HISTORY     - Date     Condition        Report By
 CO0371  HISTORY     - 1946     MONUMENTED       CGS
 CO0371  HISTORY     - 1964     GOOD             MSHD
 CO0371  HISTORY     - 19900221 GOOD             MSHD
 CO0371
 CO0371                          STATION DESCRIPTION
 CO0371
 CO0371'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0371'5.4 MI SE FROM LAUDERDALE.
 CO0371'TO REACH THE MARK FROM THE GULF, MOBILE, OHIO RAILROAD STATION IN
 CO0371'LAUDERDALE, GO SOUTHEAST ALONG A ROAD LEADING TO KEWANEE 5.4 MILES TO
 CO0371'AN 8-FOOT CONCRETE CULVERT AND THE MARK AS DESCRIBED.  (0.15 MILES
 CO0371'BEFORE REACHING A DIRT ROAD THAT LEADS SOUTH TO SMITH).  THE MARK IS A
 CO0371'DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE SOUTH END OF
 CO0371'THE WEST HEADWALL OF THE CULVERT, 13 FEET WEST OF THE CENTER AND ABOUT
 CO0371'LEVEL WITH THE ROAD.
 CO0371
 CO0371                          STATION RECOVERY (1990)
 CO0371
 CO0371'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0371'MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF LAUDERDALE IN A
 CO0371'CULVERT, 4 MI (6.4 KM) NORTHEAST OF TOOMSUBA, 0.2 MI (0.3 KM) NORTH
 CO0371'OF THE JUNCTION OF KEWANEE ROAD AND PRISOCK ROAD AND IS IN SECTION 8,
 CO0371'T 7N, R 18E.
 CO0371'TO REACH FROM THE JUNCTION OF YORK ROAD AND OLD HIGHWAY 45 JUST SOUTH
 CO0371'OF THE POST OFFICE IN LAUDERDALE, GO EAST ON YORK ROAD FOR 0.65 MI
 CO0371'(1.05 KM) TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON KEWANEE
 CO0371'ROAD FOR 2.75 MI (4.43 KM) TO ANOTHER FORK, TAKE THE RIGHT FORK AND
 CO0371'CONTINUE SOUTH ON KEWANEE ROAD FOR 1.4 MI (2.3 KM) TO THE CULVERT AND
 CO0371'THE MARK ON THE RIGHT.
 CO0371'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE SOUTH
 CO0371'END OF THE WEST HEADWALL OF A DOUBLE CONCRETE BOX CULVERT, ABOUT
 CO0371'LEVEL WITH THE ROAD AND 12 FT (3.7 M) WEST OF THE CENTER OF KEWANEE
 CO0371'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0307 ***********************************************************************
 BH0307  DESIGNATION -  E 189
 BH0307  PID         -  BH0307
 BH0307  STATE/COUNTY-  MS/JACKSON
 BH0307  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0307
 BH0307                         *CURRENT SURVEY CONTROL
 BH0307  ___________________________________________________________________
 BH0307* NAD 83(1986)-  30 22 10.     (N)    088 32 51.     (W)     SCALED    
 BH0307* NAVD 88     -         5.31   (+/-2cm)      17.4    (feet)  VERTCON   
 BH0307  ___________________________________________________________________
 BH0307  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0307
 BH0307.The horizontal coordinates were scaled from a topographic map and have
 BH0307.an estimated accuracy of +/- 6 seconds.
 BH0307
 BH0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0307.The vertical order pertains to the NGVD 29 superseded value.
 BH0307
 BH0307.The geoid height was determined by GEOID03.
 BH0307
 BH0307;                    North         East    Units  Estimated Accuracy
 BH0307;SPC MS E     -    96,410.      327,480.      MT  (+/- 180 meters Scaled)
 BH0307
 BH0307                          SUPERSEDED SURVEY CONTROL
 BH0307
 BH0307  NGVD 29 (??/??/??)    5.286  (m)           17.34   (f) ADJUSTED    1 2
 BH0307
 BH0307.Superseded values are not recommended for survey control.
 BH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0307.See file dsdata.txt to determine how the superseded data were derived.
 BH0307
 BH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU512607(NAD 83)
 BH0307_MARKER: DB = BENCH MARK DISK
 BH0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0307_SP_SET: BUILDING
 BH0307_STAMPING: E 189 1955
 BH0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0307
 BH0307  HISTORY     - Date     Condition        Report By
 BH0307  HISTORY     - 1955     MONUMENTED       CGS
 BH0307  HISTORY     - 1968     GOOD             MSHD
 BH0307  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0307
 BH0307                          STATION DESCRIPTION
 BH0307
 BH0307'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BH0307'IN PASCAGOULA.
 BH0307'THE MARK IS LOCATED IN PASCAGOULA IN THE FACE OF THE WEST WALL AND
 BH0307'NEAR THE CENTER AND DIRECTLY BENEATH THE SOUTHWEST WINDOW OF APARTMENT
 BH0307'NO. 111 OF A CONCRETE BLOCK BUILDING AT THE NORTHWEST CORNER OF A
 BH0307'GOVERNMENT HOUSING PROJECT.  IT IS ALSO DIRECTLY OVER A SMALL OPENING
 BH0307'TO GAIN ENTRANCE BENEATH THE BUILDING.  IT IS 87 FEET SOUTHEAST OF THE
 BH0307'CENTER OF THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD WITH OAK
 BH0307'STREET, 55.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET NORTH OF THE
 BH0307'SOUTHWEST CORNER OF THE BUILDING, 19.5 FEET SOUTH OF THE NORTHWEST
 BH0307'CORNER OF THE BUILDING, 39.5 FEET EAST OF THE EAST CORNER OF A SMALL
 BH0307'CONCRETE BLOCK BUILDING, SET VERTICALLY IN A DRILLED HOLE NEAR THE
 BH0307'CENTER OF A CONCRETE HEADER FOR A SMALL OPENING NEAR THE SOUTHWEST
 BH0307'CORNER OF THE NORTHWEST CONCRETE BLOCK APARTMENT BUILDING AND ABOUT
 BH0307'2.3 FEET ABOVE THE GROUND.  TO REACH FROM THE JUNCTION OF MISSISSIPPI
 BH0307'HIGHWAY 63 (TELEPHONE ROAD) AND U.S. HIGHWAY 90 GO EAST ON U.S.
 BH0307'HIGHWAY 90 FOR 0.25 MILE TO THE INTERSECTION OF MARKET STREET. TURN
 BH0307'RIGHT (SOUTH) AND CONTINUE ON MARKET STREET FOR 0.1 MILE TO THE
 BH0307'INTERSECTION OF LIVE OAK STREET.  TURN LEFT (EAST) AND CONTINUE ON
 BH0307'LIVE OAK STREET FOR 0.1 MILE TO THE CROSSING OF THE MISSISSIPPI EXPORT
 BH0307'RAILROAD AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 BH0307'CROSSING.
 BH0307
 BH0307                          STATION RECOVERY (1978)
 BH0307
 BH0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BH0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0393 ***********************************************************************
 BW0393  DESIGNATION -  E 19
 BW0393  PID         -  BW0393
 BW0393  STATE/COUNTY-  MS/AMITE
 BW0393  USGS QUAD   -  PEORIA (1972)
 BW0393
 BW0393                         *CURRENT SURVEY CONTROL
 BW0393  ___________________________________________________________________
 BW0393* NAD 83(1986)-  31 10 59.     (N)    090 43 21.     (W)     SCALED    
 BW0393* NAVD 88     -       115.94   (+/-2cm)     380.4    (feet)  VERTCON   
 BW0393  ___________________________________________________________________
 BW0393  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BW0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0393
 BW0393.The horizontal coordinates were scaled from a topographic map and have
 BW0393.an estimated accuracy of +/- 6 seconds.
 BW0393
 BW0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0393.The vertical order pertains to the NGVD 29 superseded value.
 BW0393
 BW0393.The geoid height was determined by GEOID03.
 BW0393
 BW0393;                    North         East    Units  Estimated Accuracy
 BW0393;SPC MS W     -   186,640.      662,910.      MT  (+/- 180 meters Scaled)
 BW0393
 BW0393                          SUPERSEDED SURVEY CONTROL
 BW0393
 BW0393  NGVD 29 (??/??/92)  115.951  (m)          380.42   (f) ADJ UNCH    2 0
 BW0393
 BW0393.Superseded values are not recommended for survey control.
 BW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0393.See file dsdata.txt to determine how the superseded data were derived.
 BW0393
 BW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ170521(NAD 83)
 BW0393_MARKER: DB = BENCH MARK DISK
 BW0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0393_STAMPING: E 19 1934 380.416
 BW0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0393+STABILITY: SURFACE MOTION
 BW0393
 BW0393  HISTORY     - Date     Condition        Report By
 BW0393  HISTORY     - 1934     MONUMENTED       CGS
 BW0393  HISTORY     - 1969     GOOD             MSHD
 BW0393  HISTORY     - 20010125 MARK NOT FOUND   NGS
 BW0393
 BW0393                          STATION DESCRIPTION
 BW0393
 BW0393'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0393'5.5 MI ENE FROM LIBERTY.
 BW0393'THE MARK IS LOCATED 5.5 MILES EAST NORTHEAST OF LIBERTY, 3.4 MILES
 BW0393'SOUTHWEST OF THE COMMUNITY OF EAST FORK, APPROXIMATELY 100 YARDS SOUTH
 BW0393'OF STATE HIGHWAY 24 IN THE NORTHEAST 1/4 OF SECTION 32, T 3N, R 5E,
 BW0393'AND ON LAND OWNED BY MR. ESCO WHITTINGTON.  IT IS 15 FEET EAST OF THE
 BW0393'CENTER OF A GRAVELED ROAD, 28 FEET SOUTH OF THE CENTER OF THE OLD
 BW0393'HIGHWAY, 16 FEET WEST SOUTHWEST OF THE CENTER OF A DRIVEWAY, 121 FEET
 BW0393'NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 1
 BW0393'FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE
 BW0393'CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 BW0393'OF GRAVELED ROAD. NOTE-- TO REACH FROM THE AMITE COUNTY COURTHOUSE IN
 BW0393'LIBERTY GO EAST ON STATE HIGHWAY 24 FOR 5.55 MILES TO A CROSSROADS.
 BW0393'TURN RIGHT (SOUTH) AND CONTINUE ON A GRAVELED ROAD FOR 100 YARDS TO
 BW0393'OLD HIGHWAY 24 AND THE MARK ON THE LEFT.
 BW0393
 BW0393                          STATION RECOVERY (2001)
 BW0393
 BW0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BW0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0394 ***********************************************************************
 BW0394  DESIGNATION -  E 19 RESET
 BW0394  PID         -  BW0394
 BW0394  STATE/COUNTY-  MS/AMITE
 BW0394  USGS QUAD   -  PEORIA (1972)
 BW0394
 BW0394                         *CURRENT SURVEY CONTROL
 BW0394  ___________________________________________________________________
 BW0394* NAD 83(1986)-  31 10 58.     (N)    090 43 21.     (W)     SCALED    
 BW0394* NAVD 88     -       116.85   (+/-2cm)     383.4    (feet)  VERTCON   
 BW0394  ___________________________________________________________________
 BW0394  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BW0394  VERT ORDER  -  THIRD (See Below)
 BW0394
 BW0394.The horizontal coordinates were scaled from a topographic map and have
 BW0394.an estimated accuracy of +/- 6 seconds.
 BW0394
 BW0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0394.The vertical order pertains to the NGVD 29 superseded value.
 BW0394
 BW0394.The geoid height was determined by GEOID03.
 BW0394
 BW0394;                    North         East    Units  Estimated Accuracy
 BW0394;SPC MS W     -   186,610.      662,910.      MT  (+/- 180 meters Scaled)
 BW0394
 BW0394                          SUPERSEDED SURVEY CONTROL
 BW0394
 BW0394  NGVD 29 (08/12/04)  116.86   (m)          383.4    (f) RESET       3  
 BW0394
 BW0394.Superseded values are not recommended for survey control.
 BW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0394.See file dsdata.txt to determine how the superseded data were derived.
 BW0394
 BW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ170520(NAD 83)
 BW0394_MARKER: DB = BENCH MARK DISK
 BW0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0394_STAMPING: E 19 RESET 1972
 BW0394_MARK LOGO: NGS   
 BW0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0394+STABILITY: SURFACE MOTION
 BW0394
 BW0394  HISTORY     - Date     Condition        Report By
 BW0394  HISTORY     - 1972     MONUMENTED       NGS
 BW0394
 BW0394                          STATION DESCRIPTION
 BW0394
 BW0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BW0394'5.5 MI E FROM LIBERTY.
 BW0394'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE IN
 BW0394'LIBERTY, 194.5 FEET WEST SOUTHWEST OF A CROSSROADS, 54 FEET
 BW0394'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST
 BW0394'OF THE SOUTHEAST CORNER OF AN OLD BARN, 1.6 FEET NORTHWEST OF A POWER
 BW0394'LINE POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BW0394'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE
 BW0394'CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0981 ***********************************************************************
 BH0981  DESIGNATION -  E 190
 BH0981  PID         -  BH0981
 BH0981  STATE/COUNTY-  MS/HANCOCK
 BH0981  USGS QUAD   -  WAVELAND (1976)
 BH0981
 BH0981                         *CURRENT SURVEY CONTROL
 BH0981  ___________________________________________________________________
 BH0981* NAD 83(1986)-  30 18 02.     (N)    089 28 59.     (W)     SCALED    
 BH0981* NAVD 88     -         5.336  (meters)      17.51   (feet)  ADJUSTED  
 BH0981  ___________________________________________________________________
 BH0981  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BH0981  DYNAMIC HT  -           5.329 (meters)      17.48  (feet)  COMP
 BH0981  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BH0981
 BH0981  VERT ORDER  -  FIRST     CLASS I
 BH0981
 BH0981.The horizontal coordinates were scaled from a topographic map and have
 BH0981.an estimated accuracy of +/- 6 seconds.
 BH0981
 BH0981.The orthometric height was determined by differential leveling
 BH0981.and adjusted in February 1994.
 BH0981
 BH0981.The geoid height was determined by GEOID03.
 BH0981
 BH0981.The dynamic height is computed by dividing the NAVD 88
 BH0981.geopotential number by the normal gravity value computed on the
 BH0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0981.degrees latitude (g = 980.6199 gals.).
 BH0981
 BH0981.The modeled gravity was interpolated from observed gravity values.
 BH0981
 BH0981;                    North         East    Units  Estimated Accuracy
 BH0981;SPC MS E     -    88,920.      237,500.      MT  (+/- 180 meters Scaled)
 BH0981
 BH0981                          SUPERSEDED SURVEY CONTROL
 BH0981
 BH0981  NAVD 88 (06/15/91)    5.335  (m)           17.50   (f) UNKNOWN     1 1
 BH0981  NGVD 29 (??/??/??)    5.291  (m)           17.36   (f) ADJUSTED    1 1
 BH0981
 BH0981.Superseded values are not recommended for survey control.
 BH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0981.See file dsdata.txt to determine how the superseded data were derived.
 BH0981
 BH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU612547(NAD 83)
 BH0981_MARKER: DB = BENCH MARK DISK
 BH0981_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH0981_SP_SET: HEADWALL
 BH0981_STAMPING: E 190 1955
 BH0981_MARK LOGO: CGS   
 BH0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0981+STABILITY: SURFACE MOTION
 BH0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0981+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 BH0981
 BH0981  HISTORY     - Date     Condition        Report By
 BH0981  HISTORY     - 1955     MONUMENTED       CGS
 BH0981  HISTORY     - 1972     GOOD             MSHD
 BH0981  HISTORY     - 1974     GOOD             NGS
 BH0981  HISTORY     - 1976     GOOD             NGS
 BH0981  HISTORY     - 19930318 GOOD             NGS
 BH0981  HISTORY     - 20050706 GOOD             NGS
 BH0981
 BH0981                          STATION DESCRIPTION
 BH0981
 BH0981'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0981'8.7 MI WSW FROM BAY ST  LOUIS.
 BH0981'THE MARK IS LOCATED 8.7 MILES WEST-SOUTHWEST OF BAY ST. LOUIS SET IN A
 BH0981'DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF AN 8 X 3 FOOT
 BH0981'CONCRETE BOX CULVERT UNDER THE SOUTH LANE OF U.S. HIGHWAY 90, 1.4
 BH0981'MILES EAST OF THE JUNCTION OF STATE HIGHWAY 607 AND U.S. HIGHWAY 90 IN
 BH0981'THE SOUTHEAST ANGLE OF THE JUNCTION OF OAK STREET IN THE SOUTHEAST 1/4
 BH0981'OF SECTION 34, T 8S, R 15W.  IT IS 28.5 FEET SOUTH OF THE CENTER OF
 BH0981'THE EASTBOUND LANE OF U.S. HIGHWAY 90, 100 FEET EAST OF THE CENTER OF
 BH0981'OAK STREET, 125.5 FEET NORTHEAST OF A POWER POLE WITH BRANCH LINES
 BH0981'LEADING SOUTH, 90.5 FEET NORTHEAST OF THE CONCRETE POST MARKING THE
 BH0981'STREET, 1.5 FEET WEST OF A METAL WITNESS POST AND ABOUT 1/2 FOOT BELOW
 BH0981'THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE WEST END OF THE BRIDGE
 BH0981'OVER ST. LOUIS BAY STREET IN BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90
 BH0981'FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43. CONTINUE
 BH0981'WEST ON U.S. HIGHWAY 90 FOR 6.24 MILES TO A SIDE ROAD AND THE MARK ON
 BH0981'THE LEFT.
 BH0981
 BH0981                          STATION RECOVERY (1974)
 BH0981
 BH0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0981'RECOVERED IN GOOD CONDITION.
 BH0981
 BH0981                          STATION RECOVERY (1976)
 BH0981
 BH0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0981'RECOVERED IN GOOD CONDITION.
 BH0981
 BH0981                          STATION RECOVERY (1993)
 BH0981
 BH0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0981'10.0 KM (6.20 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 BH0981'OF STATE HIGHWAY 43 IN WAVELAND, IN TOP OF AND 0.2 M (0.7 FT) WEST OF
 BH0981'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 BH0981'EASTBOUND LANES OF THE HIGHWAY, 30.1 M (98.8 FT) EAST OF THE CENTER
 BH0981'OF OAK STREET, 8.6 M (28.2 FT) SOUTH OF THE CENTERLINE OF THE
 BH0981'EASTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 BH0981'THE HIGHWAY.
 BH0981
 BH0981                          STATION RECOVERY (2005)
 BH0981
 BH0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0889 ***********************************************************************
 BH0889  DESIGNATION -  E 191
 BH0889  PID         -  BH0889
 BH0889  STATE/COUNTY-  MS/HARRISON
 BH0889  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0889
 BH0889                         *CURRENT SURVEY CONTROL
 BH0889  ___________________________________________________________________
 BH0889* NAD 83(1986)-  30 21 48.     (N)    089 06 45.     (W)     SCALED    
 BH0889* NAVD 88     -         6.756  (meters)      22.17   (feet)  ADJUSTED  
 BH0889  ___________________________________________________________________
 BH0889  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BH0889  DYNAMIC HT  -           6.747 (meters)      22.14  (feet)  COMP
 BH0889  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BH0889
 BH0889  VERT ORDER  -  FIRST     CLASS I
 BH0889
 BH0889.The horizontal coordinates were scaled from a topographic map and have
 BH0889.an estimated accuracy of +/- 6 seconds.
 BH0889
 BH0889.The orthometric height was determined by differential leveling
 BH0889.and adjusted in June 1991.
 BH0889
 BH0889.The geoid height was determined by GEOID03.
 BH0889
 BH0889.The dynamic height is computed by dividing the NAVD 88
 BH0889.geopotential number by the normal gravity value computed on the
 BH0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0889.degrees latitude (g = 980.6199 gals.).
 BH0889
 BH0889.The modeled gravity was interpolated from observed gravity values.
 BH0889
 BH0889;                    North         East    Units  Estimated Accuracy
 BH0889;SPC MS E     -    95,730.      273,160.      MT  (+/- 180 meters Scaled)
 BH0889
 BH0889                          SUPERSEDED SURVEY CONTROL
 BH0889
 BH0889  NGVD 29 (??/??/??)    6.717  (m)           22.04   (f) ADJUSTED    1 1
 BH0889
 BH0889.Superseded values are not recommended for survey control.
 BH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0889.See file dsdata.txt to determine how the superseded data were derived.
 BH0889
 BH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU969609(NAD 83)
 BH0889_MARKER: DB = BENCH MARK DISK
 BH0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0889_STAMPING: E 191 1955
 BH0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0889+STABILITY: SURFACE MOTION
 BH0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0889+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0889
 BH0889  HISTORY     - Date     Condition        Report By
 BH0889  HISTORY     - 1955     MONUMENTED       CGS
 BH0889  HISTORY     - 1968     GOOD             CGS
 BH0889  HISTORY     - 1976     GOOD             NGS
 BH0889  HISTORY     - 19880815 GOOD             USPSQD
 BH0889  HISTORY     - 20050803 GOOD             NGS
 BH0889
 BH0889                          STATION DESCRIPTION
 BH0889
 BH0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0889'1.05 MI W FROM GULFPORT.
 BH0889'ABOUT 1.05 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0889'THE UNION STATION AT GULFPORT, AT THE CROSSING OF 43RD AVENUE, 90 FEET
 BH0889'SOUTHWEST OF THE CENTER OF THE CROSSING, 72 FEET SOUTH OF AND ACROSS
 BH0889'WEST RAILROAD STREET FROM THE SOUTH RAIL OF TRACK, 20 FEET WEST OF THE
 BH0889'CENTER LINE OF 43RD AVENUE, 13 FEET SOUTH OF THE CENTER LINE OF WEST
 BH0889'RAILROAD STREET, 2 1/2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET
 BH0889'NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK
 BH0889'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 BH0889'LEVEL OF THE GROUND.  SEC 8, T 8S, R 11W.
 BH0889
 BH0889                          STATION RECOVERY (1976)
 BH0889
 BH0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0889'RECOVERED IN GOOD CONDITION.
 BH0889
 BH0889                          STATION RECOVERY (1988)
 BH0889
 BH0889'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0889'RECOVERED IN GOOD CONDITION.
 BH0889
 BH0889                          STATION RECOVERY (2005)
 BH0889
 BH0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0889'14.5 FT SSE OF CL OF RAILROAD ST. 1 INCH BELOW SURFACE. 40.5 FT W.
 BH0889'ACROSS 43RD AVE. FROM POLE W/LIGHT. 77.5 FT ENE ALONG RR ST. FROM PWR
 BH0889'POLE W/1 CROSS ARM. 1.8 FT NE OF STEEL W.P. 6.0 FT SW OF CENTER OF
 BH0889'WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0378 ***********************************************************************
 BH0378  DESIGNATION -  E 192
 BH0378  PID         -  BH0378
 BH0378  STATE/COUNTY-  MS/JACKSON
 BH0378  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0378
 BH0378                         *CURRENT SURVEY CONTROL
 BH0378  ___________________________________________________________________
 BH0378* NAD 83(1986)-  30 27 05.     (N)    088 51 55.     (W)     SCALED    
 BH0378* NAVD 88     -        13.10   (+/-2cm)      43.0    (feet)  VERTCON   
 BH0378  ___________________________________________________________________
 BH0378  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0378  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0378
 BH0378.The horizontal coordinates were scaled from a topographic map and have
 BH0378.an estimated accuracy of +/- 6 seconds.
 BH0378
 BH0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0378.The vertical order pertains to the NGVD 29 superseded value.
 BH0378
 BH0378.The geoid height was determined by GEOID03.
 BH0378
 BH0378;                    North         East    Units  Estimated Accuracy
 BH0378;SPC MS E     -   105,460.      296,930.      MT  (+/- 180 meters Scaled)
 BH0378
 BH0378                          SUPERSEDED SURVEY CONTROL
 BH0378
 BH0378  NGVD 29 (??/??/??)   13.064  (m)           42.86   (f) ADJUSTED    1 2
 BH0378
 BH0378.Superseded values are not recommended for survey control.
 BH0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0378.See file dsdata.txt to determine how the superseded data were derived.
 BH0378
 BH0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU209702(NAD 83)
 BH0378_MARKER: DB = BENCH MARK DISK
 BH0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0378_STAMPING: E 192 1955
 BH0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0378+STABILITY: SURFACE MOTION
 BH0378
 BH0378  HISTORY     - Date     Condition        Report By
 BH0378  HISTORY     - 1955     MONUMENTED       CGS
 BH0378  HISTORY     - 1968     GOOD             CGS
 BH0378
 BH0378                          STATION DESCRIPTION
 BH0378
 BH0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0378'4.15 MI NW FROM OCEAN SPRINGS.
 BH0378'ABOUT 3.6 MILES NORTHWEST ALONG OLD U. S. HIGHWAY 90 FROM THE
 BH0378'LOUISVILLE AND NASHVILLE RAILROAD STATION AT OCEAN SPRINGS, THENCE 0.5
 BH0378'MILE NORTH ALONG MCCANN ROAD, THENCE 0.05 MILE EAST ALONG ROGER ROAD,
 BH0378'654 FEET NORTH OF THE CENTER LINE OF ROGER ROAD, AT THE NOW ABANDONED
 BH0378'ARTS AIRPORT, 411 FEET NORTH OF BENCH MARK F 192 DESCRIBED, 49 FEET
 BH0378'WEST OF THE CENTER LINE OF A SAND ROAD, 9 FEET WEST OF A ONE INCH PIPE
 BH0378'WHICH PROJECTS 5 FEET ABOVE THE GROUND, 2 FEET SOUTH OF A METAL
 BH0378'WITNESS POST, ABOUT LEVEL WITH THE SAND ROAD AND SET IN THE TOP OF A
 BH0378'CONCRETE POST PROJECTING ONE INCH ABOVE THE LEVEL OF THE GROUND. SEC
 BH0378'11 , T 7 S, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0009 ***********************************************************************
 EH0009  DESIGNATION -  E 193
 EH0009  PID         -  EH0009
 EH0009  STATE/COUNTY-  MS/DE SOTO
 EH0009  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0009
 EH0009                         *CURRENT SURVEY CONTROL
 EH0009  ___________________________________________________________________
 EH0009* NAD 83(1986)-  34 56 00.     (N)    090 10 47.     (W)     SCALED    
 EH0009* NAVD 88     -        63.431  (meters)     208.11   (feet)  ADJUSTED  
 EH0009  ___________________________________________________________________
 EH0009  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EH0009  DYNAMIC HT  -          63.372 (meters)     207.91  (feet)  COMP
 EH0009  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 EH0009
 EH0009  VERT ORDER  -  FIRST     CLASS I
 EH0009
 EH0009.The horizontal coordinates were scaled from a topographic map and have
 EH0009.an estimated accuracy of +/- 6 seconds.
 EH0009
 EH0009.The orthometric height was determined by differential leveling
 EH0009.and adjusted in June 1991.
 EH0009
 EH0009.The geoid height was determined by GEOID03.
 EH0009
 EH0009.The dynamic height is computed by dividing the NAVD 88
 EH0009.geopotential number by the normal gravity value computed on the
 EH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0009.degrees latitude (g = 980.6199 gals.).
 EH0009
 EH0009.The modeled gravity was interpolated from observed gravity values.
 EH0009
 EH0009;                    North         East    Units  Estimated Accuracy
 EH0009;SPC MS W     -   602,490.      714,030.      MT  (+/- 180 meters Scaled)
 EH0009
 EH0009                          SUPERSEDED SURVEY CONTROL
 EH0009
 EH0009  NGVD 29 (??/??/??)   63.431  (m)          208.11   (f) ADJUSTED    1 1
 EH0009
 EH0009.Superseded values are not recommended for survey control.
 EH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0009.See file dsdata.txt to determine how the superseded data were derived.
 EH0009
 EH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU576692(NAD 83)
 EH0009_MARKER: DB = BENCH MARK DISK
 EH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0009_SP_SET: CONCRETE POST
 EH0009_STAMPING: E 193 1956
 EH0009_MARK LOGO: CGS   
 EH0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0009+STABILITY: SURFACE MOTION
 EH0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0009+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH0009
 EH0009  HISTORY     - Date     Condition        Report By
 EH0009  HISTORY     - 1956     MONUMENTED       CGS
 EH0009  HISTORY     - 1973     GOOD             NGS
 EH0009  HISTORY     - 19911112 GOOD             NGS
 EH0009  HISTORY     - 20030409 GOOD             USACE
 EH0009
 EH0009                          STATION DESCRIPTION
 EH0009
 EH0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EH0009'2.55 MI SW FROM WALLS.
 EH0009'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0009'AT WALLS, THENCE 0.7 MILES WEST ALONG A PAVED ROAD TO THE SMALL
 EH0009'COMMUNITY OF GLOVER, 12 RAILS OR 156 YARDS SOUTHWEST OF THE CROSSING
 EH0009'OF PAVED ROAD AND ILLINOIS CENTRAL RAILROAD, 103 1/2 FEET NORTH OF THE
 EH0009'NORTH CORNER OF THE RAILROAD TRESTLE, 118 FEET SOUTHWEST OF AND ACROSS
 EH0009'A CURVE IN THE ROAD FROM A FIRE HYDRANT, 52 FEET NORTHWEST OF THE
 EH0009'NORTHWEST RAIL OF MAIN TRACK, 35 FEET SOUTH OF THE CENTER LINE OF A
 EH0009'CURVE IN THE ROAD WHICH LEADS NORTHWEST TO A LARGE BRICK HOUSE, 1.6
 EH0009'FEET SOUTHEAST OF A METAL WITNESS POST, 6 FEET BELOW LEVEL OF THE
 EH0009'RAILS AND IN THE TOP OF A CONCRETE POST 1-INCH BELOW LEVEL OF THE
 EH0009'GROUND.  1/4, SEC 8 ,T 2S ,R 9W.
 EH0009
 EH0009                          STATION RECOVERY (1991)
 EH0009
 EH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0009'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0009'IN WALLS, THENCE 1.2 KM (0.75 MI) WESTERLY ALONG CHURCH ROAD, 36.0 M
 EH0009'(118.1 FT) SOUTHWEST OF A FIRE HYDRANT, 32.4 M (106.3 FT) SOUTH OF
 EH0009'THE SOUTH CORNER OF A METAL BUILDING, 31.6 M (103.7 FT) NORTH OF THE
 EH0009'NORTH CORNER OF AN ILLINOIS CENTRAL GULF RAILROAD BRIDGE, 15.9 M
 EH0009'(52.2 FT) NORTHWEST OF THE NEAR RAIL, 10.7 M (35.1 FT) SOUTH OF THE
 EH0009'ROAD CENTER, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 EH0009'(1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 EH0009'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 EH0009
 EH0009                          STATION RECOVERY (2003)
 EH0009
 EH0009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0041 ***********************************************************************
 EH0041  DESIGNATION -  E 194
 EH0041  PID         -  EH0041
 EH0041  STATE/COUNTY-  MS/TUNICA
 EH0041  USGS QUAD   -  ARKABUTLA WEST (1983)
 EH0041
 EH0041                         *CURRENT SURVEY CONTROL
 EH0041  ___________________________________________________________________
 EH0041* NAD 83(1986)-  34 41 56.     (N)    090 14 12.     (W)     SCALED    
 EH0041* NAVD 88     -        57.217  (meters)     187.72   (feet)  ADJUSTED  
 EH0041  ___________________________________________________________________
 EH0041  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EH0041  DYNAMIC HT  -          57.163 (meters)     187.54  (feet)  COMP
 EH0041  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EH0041
 EH0041  VERT ORDER  -  FIRST     CLASS II
 EH0041
 EH0041.The horizontal coordinates were scaled from a topographic map and have
 EH0041.an estimated accuracy of +/- 6 seconds.
 EH0041
 EH0041.The orthometric height was determined by differential leveling
 EH0041.and adjusted in June 1991.
 EH0041
 EH0041.The geoid height was determined by GEOID03.
 EH0041
 EH0041.The dynamic height is computed by dividing the NAVD 88
 EH0041.geopotential number by the normal gravity value computed on the
 EH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0041.degrees latitude (g = 980.6199 gals.).
 EH0041
 EH0041.The modeled gravity was interpolated from observed gravity values.
 EH0041
 EH0041;                    North         East    Units  Estimated Accuracy
 EH0041;SPC MS W     -   576,470.      708,860.      MT  (+/- 180 meters Scaled)
 EH0041
 EH0041                          SUPERSEDED SURVEY CONTROL
 EH0041
 EH0041  NGVD 29 (??/??/??)   57.239  (m)          187.79   (f) ADJUSTED    1 2
 EH0041
 EH0041.Superseded values are not recommended for survey control.
 EH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0041.See file dsdata.txt to determine how the superseded data were derived.
 EH0041
 EH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU531431(NAD 83)
 EH0041_MARKER: DB = BENCH MARK DISK
 EH0041_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0041_SP_SET: 50 FT
 EH0041_STAMPING: E 194 (1956)
 EH0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0041
 EH0041  HISTORY     - Date     Condition        Report By
 EH0041  HISTORY     - 1956     MONUMENTED       CGS
 EH0041  HISTORY     - 1966     GOOD             MSHD
 EH0041  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0041
 EH0041                          STATION DESCRIPTION
 EH0041
 EH0041'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0041'4.65 MI N FROM SAVAGE.
 EH0041'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO SOUTH ON A CONCRETE
 EH0041'AND A BLACKTOP STREET FOR 0.25 MILE TO THE TUNICA BAPTIST CHURCH ON
 EH0041'THE RIGHT AND A SIDE STREET LEFT, TURN LEFT (EAST) AND CONTINUE ON A
 EH0041'BLACKTOP STREET FOR 0.35 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61,
 EH0041'CONTINUE (EAST) ON A BLACKTOP ROAD FOR 8.45 MILES TO THE INTERSECTION
 EH0041'OF MISSISSIPPI HIHGWAY 3, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 3
 EH0041'FOR 2.1 MILES TO A CROPSSRODS, TRUN RIGHT WEST AND CONTINUE ON A
 EH0041'BLACKTOP ROAD FOR 0.15 MILE TO THE RAILROAD TRACK AND THE MARK ON THE
 EH0041'RIGHT JUST ACROSS THE RAILROAD TRACK.  IT IS 85 FEET SOUTHEAST OF THE
 EH0041'CENTER OF THE CROSSING OF THE MAIN TRACK, 72 FEET SOUTH OF THE
 EH0041'CENTERLINE OF A GRAVEL ROAD, 68 FEET WEST OF THE SOUTHWEST CORNER OF
 EH0041'AN ABANDONED TENANT HOUSE, 41.6 FEET EAST OF THE EAST RAIL OF THE MAIN
 EH0041'TRACK, 5.5 FEET SOUTH OF TELEPHONE POLE NO. 503, AND 1.7 FEET EAST OF
 EH0041'A METAL WITNESS POST.
 EH0041
 EH0041                          STATION RECOVERY (1979)
 EH0041
 EH0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0807 ***********************************************************************
 EH0807  DESIGNATION -  E 195
 EH0807  PID         -  EH0807
 EH0807  STATE/COUNTY-  MS/COAHOMA
 EH0807  USGS QUAD   -  HELENA (1982)
 EH0807
 EH0807                         *CURRENT SURVEY CONTROL
 EH0807  ___________________________________________________________________
 EH0807* NAD 83(1986)-  34 30 24.     (N)    090 33 19.     (W)     SCALED    
 EH0807* NAVD 88     -        56.764  (meters)     186.23   (feet)  ADJUSTED  
 EH0807  ___________________________________________________________________
 EH0807  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EH0807  DYNAMIC HT  -          56.709 (meters)     186.05  (feet)  COMP
 EH0807  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 EH0807
 EH0807  VERT ORDER  -  FIRST     CLASS II
 EH0807
 EH0807.The horizontal coordinates were scaled from a topographic map and have
 EH0807.an estimated accuracy of +/- 6 seconds.
 EH0807
 EH0807.The orthometric height was determined by differential leveling
 EH0807.and adjusted in June 1991.
 EH0807
 EH0807.The geoid height was determined by GEOID03.
 EH0807
 EH0807.The dynamic height is computed by dividing the NAVD 88
 EH0807.geopotential number by the normal gravity value computed on the
 EH0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0807.degrees latitude (g = 980.6199 gals.).
 EH0807
 EH0807.The modeled gravity was interpolated from observed gravity values.
 EH0807
 EH0807;                    North         East    Units  Estimated Accuracy
 EH0807;SPC MS W     -   555,170.      679,620.      MT  (+/- 180 meters Scaled)
 EH0807
 EH0807                          SUPERSEDED SURVEY CONTROL
 EH0807
 EH0807  NGVD 29 (??/??/??)   56.813  (m)          186.39   (f) ADJUSTED    1 2
 EH0807
 EH0807.Superseded values are not recommended for survey control.
 EH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0807.See file dsdata.txt to determine how the superseded data were derived.
 EH0807
 EH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU244210(NAD 83)
 EH0807_MARKER: DB = BENCH MARK DISK
 EH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0807_STAMPING: E 195 1956
 EH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0807+STABILITY: SURFACE MOTION
 EH0807
 EH0807  HISTORY     - Date     Condition        Report By
 EH0807  HISTORY     - 1956     MONUMENTED       CGS
 EH0807  HISTORY     - 1975     POOR             MSHD
 EH0807
 EH0807                          STATION DESCRIPTION
 EH0807
 EH0807'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0807'5.8 MI NW FROM LULA.
 EH0807'THE MARK IS LOCATED 5.8 MILES NORTHWEST OF LULA IN A FIELD ON THE EAST
 EH0807'SIDE F A GRAVELED ROAD, 0.7 MILE WEST OF JEFFRIES  AND IS ABOUT 1.3
 EH0807'MILE EAST ALONG A GRAVELED ROAD FROM ITS CROSSING WITH AN ABANDONED
 EH0807'RAILROAD TRACK AT HELENA FERRY LANDING.  IT IS 21 FEET EAST-NORTHEAST
 EH0807'OF THE CENTER OF A GRAVELED ROAD, 95.5 FEET SOUTH-SOUTHEAST OF A 10
 EH0807'INCH OAK, 135 FEET SOUTH OF THE SOUTHWEST CORNER OF A SHED, 1 FOOT
 EH0807'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 EH0807'ABOUT LEVEL WITH THE ROAD AND IS FLUSH WITH THE GROUND.  TO REACH FROM
 EH0807'THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 61 ABOUT 2 MILES
 EH0807'SOUTHEAST OF LULA GO NORTHWEST ON U.S. HIGHWAY 49 FOR 6.1 MILES TO THE
 EH0807'JUNCTION OF STATE HIGHWAY 1 AND A GRAVELED ROAD.  TURN RIGHT AND GO
 EH0807'NORTH AND WEST ON A GRAVELED ROAD FOR 1.5 MILES TO THE CROSSING OF THE
 EH0807'MISS. RIVER LEVEE.  CONTINUE WEST AND NORTH ON A GRAVELED ROAD FOR
 EH0807'0.95 MILE TO THE MARK ON THE RIGHT.  NOTE-- THE MARK HAS BEEN RUN OVER
 EH0807'BY FARM EQUIPMENT AND THE DISK IS SCORED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0158 ***********************************************************************
 EH0158  DESIGNATION -  E 196
 EH0158  PID         -  EH0158
 EH0158  STATE/COUNTY-  MS/TUNICA
 EH0158  USGS QUAD   -  HOLLYWOOD (1982)
 EH0158
 EH0158                         *CURRENT SURVEY CONTROL
 EH0158  ___________________________________________________________________
 EH0158* NAD 83(1986)-  34 38 24.     (N)    090 22 23.     (W)     SCALED    
 EH0158* NAVD 88     -        57.663  (meters)     189.18   (feet)  ADJUSTED  
 EH0158  ___________________________________________________________________
 EH0158  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0158  DYNAMIC HT  -          57.609 (meters)     189.01  (feet)  COMP
 EH0158  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EH0158
 EH0158  VERT ORDER  -  FIRST     CLASS II
 EH0158
 EH0158.The horizontal coordinates were scaled from a topographic map and have
 EH0158.an estimated accuracy of +/- 6 seconds.
 EH0158
 EH0158.The orthometric height was determined by differential leveling
 EH0158.and adjusted in June 1991.
 EH0158
 EH0158.The geoid height was determined by GEOID03.
 EH0158
 EH0158.The dynamic height is computed by dividing the NAVD 88
 EH0158.geopotential number by the normal gravity value computed on the
 EH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0158.degrees latitude (g = 980.6199 gals.).
 EH0158
 EH0158.The modeled gravity was interpolated from observed gravity values.
 EH0158
 EH0158;                    North         East    Units  Estimated Accuracy
 EH0158;SPC MS W     -   569,940.      696,360.      MT  (+/- 180 meters Scaled)
 EH0158
 EH0158                          SUPERSEDED SURVEY CONTROL
 EH0158
 EH0158  NGVD 29 (??/??/??)   57.696  (m)          189.29   (f) ADJUSTED    1 2
 EH0158
 EH0158.Superseded values are not recommended for survey control.
 EH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0158.See file dsdata.txt to determine how the superseded data were derived.
 EH0158
 EH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU407362(NAD 83)
 EH0158_MARKER: DB = BENCH MARK DISK
 EH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0158_STAMPING: E 196 1956
 EH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0158+STABILITY: SURFACE MOTION
 EH0158
 EH0158  HISTORY     - Date     Condition        Report By
 EH0158  HISTORY     - 1956     MONUMENTED       CGS
 EH0158  HISTORY     - 20080515 MARK NOT FOUND   MSDOT
 EH0158
 EH0158                          STATION DESCRIPTION
 EH0158
 EH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EH0158'0.6 MI E FROM EVANSVILLE.
 EH0158'ABOUT 0.6 MILE EAST ALONG A NEW STATE HIGHWAY NOW UNDER CONSTRUCTION
 EH0158'FROM THE INTERSECTION OF U.S. HIGHWAY 61 AT EVANSVILLE, ABOUT 0.9 MILE
 EH0158'EAST ALONG HIGHWAY FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 EH0158'AT EVANSVILLE, 49 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 18 1/2
 EH0158'FEET WEST OF CENTER LINE OF A FIELD ROAD SOUTH, 1 1/2 FEET WEST OF A
 EH0158'HIGHWAY R/W MARKER POST, 10 FEET SOUTHWEST OF WEST END OF A 20-INCH
 EH0158'PIPE CULVERT UNDER FIELD ROAD, 128 FEET EAST OF TELEPHONE POLE NO. 11,
 EH0158'235 1/2 FEET WEST OF TELEPHONE POLE NO. 12, 2 FEET SOUTH OF A WHITE
 EH0158'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 EH0158'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EH0158
 EH0158                          STATION RECOVERY (2008)
 EH0158
 EH0158'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0159 ***********************************************************************
 EH0159  DESIGNATION -  E 196 RESET
 EH0159  PID         -  EH0159
 EH0159  STATE/COUNTY-  MS/TUNICA
 EH0159  USGS QUAD   -  HOLLYWOOD (1982)
 EH0159
 EH0159                         *CURRENT SURVEY CONTROL
 EH0159  ___________________________________________________________________
 EH0159* NAD 83(1986)-  34 38 25.     (N)    090 22 24.     (W)     SCALED    
 EH0159* NAVD 88     -        57.602  (meters)     188.98   (feet)  ADJUSTED  
 EH0159  ___________________________________________________________________
 EH0159  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EH0159  DYNAMIC HT  -          57.547 (meters)     188.80  (feet)  COMP
 EH0159  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EH0159
 EH0159  VERT ORDER  -  FIRST     CLASS I
 EH0159
 EH0159.The horizontal coordinates were scaled from a topographic map and have
 EH0159.an estimated accuracy of +/- 6 seconds.
 EH0159
 EH0159.The orthometric height was determined by differential leveling
 EH0159.and adjusted in June 1991.
 EH0159
 EH0159.The geoid height was determined by GEOID03.
 EH0159
 EH0159.The dynamic height is computed by dividing the NAVD 88
 EH0159.geopotential number by the normal gravity value computed on the
 EH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0159.degrees latitude (g = 980.6199 gals.).
 EH0159
 EH0159.The modeled gravity was interpolated from observed gravity values.
 EH0159
 EH0159;                    North         East    Units  Estimated Accuracy
 EH0159;SPC MS W     -   569,970.      696,330.      MT  (+/- 180 meters Scaled)
 EH0159
 EH0159                          SUPERSEDED SURVEY CONTROL
 EH0159
 EH0159  NGVD 29 (??/??/??)   57.63   (m)          189.1    (f) RESET       3  
 EH0159
 EH0159.Superseded values are not recommended for survey control.
 EH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0159.See file dsdata.txt to determine how the superseded data were derived.
 EH0159
 EH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU407362(NAD 83)
 EH0159_MARKER: DB = BENCH MARK DISK
 EH0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0159_STAMPING: E 196 RESET 1957
 EH0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0159+STABILITY: SURFACE MOTION
 EH0159
 EH0159  HISTORY     - Date     Condition        Report By
 EH0159  HISTORY     - 1957     MONUMENTED       CGS
 EH0159  HISTORY     - 1974     GOOD             NGS
 EH0159  HISTORY     - 19920122 MARK NOT FOUND   NGS
 EH0159  HISTORY     - 20080515 MARK NOT FOUND   MSDOT
 EH0159
 EH0159                          STATION DESCRIPTION
 EH0159
 EH0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0159'0.55 MI E FROM EVANSVILLE.
 EH0159'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION WITH
 EH0159'U.S. HIGHWAY 61 AT EVANSVILLE, 0.4 MILE EAST OF A FIRE TOWER, 0.2 MILE
 EH0159'WEST OF A CONCRETE BLOCK BUILDING (OLD MOON CHAPEL), 59 FEET SOUTH OF
 EH0159'THE CENTER LINE OF THE ROAD, 21.5 FEET WEST OF THE CENTER LINE OF A
 EH0159'FIELD ROAD, 16 FEET SOUTHWEST OF THE WEST END OF A 20-INCH CONCRETE
 EH0159'PIPE CULVERT UNDER THE FIELD ROAD, 1.3 FEET NORTHWEST OF A METAL
 EH0159'WITNESS POST, 3 FEET BELOW LEVEL OF THE ROAD AND IN THE TOP OF A
 EH0159'CONCRETE POST PROJECTING 5-INCHES.  1/4, SEC 21, T 5S, R 11W.
 EH0159
 EH0159                          STATION RECOVERY (1992)
 EH0159
 EH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0159'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
 EH0159
 EH0159                          STATION RECOVERY (2008)
 EH0159
 EH0159'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0634 ***********************************************************************
 EH0634  DESIGNATION -  E 197
 EH0634  PID         -  EH0634
 EH0634  STATE/COUNTY-  MS/COAHOMA
 EH0634  USGS QUAD   -  DUNCAN (1967)
 EH0634
 EH0634                         *CURRENT SURVEY CONTROL
 EH0634  ___________________________________________________________________
 EH0634* NAD 83(1986)-  34 06 28.     (N)    090 44 33.     (W)     SCALED    
 EH0634* NAVD 88     -        46.237  (meters)     151.70   (feet)  ADJUSTED  
 EH0634  ___________________________________________________________________
 EH0634  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EH0634  DYNAMIC HT  -          46.191 (meters)     151.54  (feet)  COMP
 EH0634  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EH0634
 EH0634  VERT ORDER  -  SECOND    CLASS 0
 EH0634
 EH0634.The horizontal coordinates were scaled from a topographic map and have
 EH0634.an estimated accuracy of +/- 6 seconds.
 EH0634
 EH0634.The orthometric height was determined by differential leveling
 EH0634.and adjusted in June 1991.
 EH0634
 EH0634.The geoid height was determined by GEOID03.
 EH0634
 EH0634.The dynamic height is computed by dividing the NAVD 88
 EH0634.geopotential number by the normal gravity value computed on the
 EH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0634.degrees latitude (g = 980.6199 gals.).
 EH0634
 EH0634.The modeled gravity was interpolated from observed gravity values.
 EH0634
 EH0634;                    North         East    Units  Estimated Accuracy
 EH0634;SPC MS W     -   510,980.      662,250.      MT  (+/- 180 meters Scaled)
 EH0634
 EH0634                          SUPERSEDED SURVEY CONTROL
 EH0634
 EH0634  NGVD 29 (??/??/??)   46.303  (m)          151.91   (f) ADJUSTED    2 0
 EH0634
 EH0634.Superseded values are not recommended for survey control.
 EH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0634.See file dsdata.txt to determine how the superseded data were derived.
 EH0634
 EH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT082764(NAD 83)
 EH0634_MARKER: DB = BENCH MARK DISK
 EH0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0634_SP_SET: ABUTMENT
 EH0634_STAMPING: E 197 1957
 EH0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0634
 EH0634  HISTORY     - Date     Condition        Report By
 EH0634  HISTORY     - 1957     MONUMENTED       CGS
 EH0634  HISTORY     - 1974     GOOD             NGS
 EH0634  HISTORY     - 20030611 POOR             USACE
 EH0634
 EH0634                          STATION DESCRIPTION
 EH0634
 EH0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0634'3.70 MI SE FROM RENA LARA.
 EH0634'ABOUT 3.70 MILES SOUTHEAST ALONG A PAVED AND GRAVEL ROAD FROM THE
 EH0634'BAPTIST CHURCH AT RENA LARA, 7.5 FEET WEST OF THE CENTER LINE OF THE
 EH0634'GRAVEL ROAD, SET IN THE TOP WEST END OF THE NORTH CONCRETE ABUTMENT TO
 EH0634'A 40 FOOT WOOD PILE BRIDGE, 1 FOOT BELOW LEVEL OF THE ROAD.  1/4, SEC
 EH0634'20, T 26N, R 5W.
 EH0634
 EH0634                          STATION RECOVERY (2003)
 EH0634
 EH0634'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0634'MARK DESTROYED, BRIDGE REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0747 ***********************************************************************
 DK0747  DESIGNATION -  E 198
 DK0747  PID         -  DK0747
 DK0747  STATE/COUNTY-  MS/SUNFLOWER
 DK0747  USGS QUAD   -  RULEVILLE (1966)
 DK0747
 DK0747                         *CURRENT SURVEY CONTROL
 DK0747  ___________________________________________________________________
 DK0747* NAD 83(1986)-  33 43 41.     (N)    090 36 46.     (W)     SCALED    
 DK0747* NAVD 88     -        41.541  (meters)     136.29   (feet)  ADJUSTED  
 DK0747  ___________________________________________________________________
 DK0747  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK0747  DYNAMIC HT  -          41.499 (meters)     136.15  (feet)  COMP
 DK0747  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 DK0747
 DK0747  VERT ORDER  -  SECOND    CLASS 0
 DK0747
 DK0747.The horizontal coordinates were scaled from a topographic map and have
 DK0747.an estimated accuracy of +/- 6 seconds.
 DK0747
 DK0747.The orthometric height was determined by differential leveling
 DK0747.and adjusted in June 1991.
 DK0747
 DK0747.The geoid height was determined by GEOID03.
 DK0747
 DK0747.The dynamic height is computed by dividing the NAVD 88
 DK0747.geopotential number by the normal gravity value computed on the
 DK0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0747.degrees latitude (g = 980.6199 gals.).
 DK0747
 DK0747.The modeled gravity was interpolated from observed gravity values.
 DK0747
 DK0747;                    North         East    Units  Estimated Accuracy
 DK0747;SPC MS W     -   468,820.      674,100.      MT  (+/- 180 meters Scaled)
 DK0747
 DK0747                          SUPERSEDED SURVEY CONTROL
 DK0747
 DK0747  NGVD 29 (??/??/??)   41.648  (m)          136.64   (f) ADJUSTED    2 0
 DK0747
 DK0747.Superseded values are not recommended for survey control.
 DK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0747.See file dsdata.txt to determine how the superseded data were derived.
 DK0747
 DK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT211345(NAD 83)
 DK0747_MARKER: DB = BENCH MARK DISK
 DK0747_SETTING: 0 = UNSPECIFIED SETTING
 DK0747_STAMPING: E 198 1957
 DK0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0747+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2000
 DK0747
 DK0747  HISTORY     - Date     Condition        Report By
 DK0747  HISTORY     - 1957     MONUMENTED       CGS
 DK0747  HISTORY     - 1967     GOOD             MSHD
 DK0747  HISTORY     - 20000423 GOOD             MSHD
 DK0747
 DK0747                          STATION DESCRIPTION
 DK0747
 DK0747'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0747'3.8 MI W FROM RULEVILLE.
 DK0747'THE MARK IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF A
 DK0747'FIELD ROAD WITH MISSISSIPPI HIGHWAY 8, APPROXIMATELY 3.9 MILES WEST OF
 DK0747'THE INTERSECTION OF MISSISSIPPI HIGHWAY 8 AND U.S. HIGHWAY 49W IN
 DK0747'RULEVILLE, 0.25 MILE EAST OF THE CROSSROADS AT DOCKERY, 1.1 MILES WEST
 DK0747'OF THE BRIDGE OVER SUNFLOWER RIVER, IN THE SOUTHEAST 1/4 OF SECTION
 DK0747'33, T 22N, R 4W.  IT IS 50 FEET NORTH OF THE CENTER OF HIGHWAY 8, 14
 DK0747'FEET WEST OF THE CENTER OF THE FIELD ROAD, 206 FEET EAST OF A POWER
 DK0747'POLE WHERE THE WIRES CROSS THE HIGHWAY, 2.5 FEET WEST SOUTHWEST OF A
 DK0747'FENCE CORNER, 1 FOOT SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL
 DK0747'WITNESS POST.  TO REACH FROM THE U.S. POST OFFICE IN RULEVILLE GO
 DK0747'NORTH ON RUBY AVENUE FOR 0.45 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK0747'HIGHWAY 8.  TURN LEFT (WEST) AND CONTINUE ON MISSISSIPPI HIGHWAY 8 FOR
 DK0747'3.8 MILES TO A FIELD ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0747
 DK0747                          STATION RECOVERY (2000)
 DK0747
 DK0747'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK0747'SETTING 07, ROUND CONC. MON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8586 ***********************************************************************
 DJ8586  DESIGNATION -  E 198X
 DJ8586  PID         -  DJ8586
 DJ8586  STATE/COUNTY-  MS/SUNFLOWER
 DJ8586  USGS QUAD   -  RULEVILLE (1966)
 DJ8586
 DJ8586                         *CURRENT SURVEY CONTROL
 DJ8586  ___________________________________________________________________
 DJ8586* NAD 83(2007)-  33 43 41.59120(N)    090 36 45.16657(W)     ADJUSTED  
 DJ8586* NAVD 88     -        41.25   (meters)     135.3    (feet)  LEVELING  
 DJ8586  ___________________________________________________________________
 DJ8586  EPOCH DATE  -        2002.00
 DJ8586  X           -     -56,768.594 (meters)                     COMP
 DJ8586  Y           -  -5,309,765.277 (meters)                     COMP
 DJ8586  Z           -   3,521,422.914 (meters)                     COMP
 DJ8586  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DJ8586  ELLIP HEIGHT-          14.903 (meters)          (02/15/08) ADJUSTED
 DJ8586  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DJ8586  HORZ ORDER  -  FIRST
 DJ8586  VERT ORDER  -  THIRD ?
 DJ8586  ELLP ORDER  -  FOURTH    CLASS II
 DJ8586
 DJ8586.The horizontal coordinates were established by GPS observations
 DJ8586.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8586
 DJ8586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8586.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8586.The epoch date for horizontal control is a decimal equivalence
 DJ8586.of Year/Month/Day.
 DJ8586
 DJ8586.The orthometric height was determined by differential leveling.
 DJ8586.The vertical network tie was performed by a horz. field party for horz.
 DJ8586.obs reductions. Reset procedures were used to establish the elevation.
 DJ8586
 DJ8586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8586
 DJ8586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8586
 DJ8586.The ellipsoidal height was determined by GPS observations
 DJ8586.and is referenced to NAD 83.
 DJ8586
 DJ8586.The geoid height was determined by GEOID03.
 DJ8586
 DJ8586;                    North         East     Units Scale Factor Converg.
 DJ8586;SPC MS W     -   468,837.888   674,124.367   MT  0.99995825   -0 09 18.1
 DJ8586;SPC MS W     - 1,538,178.97  2,211,689.69   sFT  0.99995825   -0 09 18.1
 DJ8586;UTM  15      - 3,734,582.024   721,200.589   MT  1.00020324   +1 19 34.3
 DJ8586
 DJ8586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8586!SPC MS W     -   0.99999766  x   0.99995825  =   0.99995591
 DJ8586!UTM  15      -   0.99999766  x   1.00020324  =   1.00020090
 DJ8586
 DJ8586                          SUPERSEDED SURVEY CONTROL
 DJ8586
 DJ8586.No superseded survey control is available for this station.
 DJ8586
 DJ8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2120134582(NAD 83)
 DJ8586_MARKER: I = METAL ROD
 DJ8586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8586+WITH SETTING: INFORMATION.
 DJ8586_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8586_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8586+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2007
 DJ8586_ROD/PIPE-DEPTH:  0.6 meters
 DJ8586
 DJ8586  HISTORY     - Date     Condition        Report By
 DJ8586  HISTORY     - 20070209 MONUMENTED       EMCINC
 DJ8586
 DJ8586                          STATION DESCRIPTION
 DJ8586
 DJ8586'DESCRIBED BY EMC INCORPORATED 2007
 DJ8586'TO REACH MARK FROM POST OFFICE IN RULEVILLE, MS GO NORTH ON RUBY
 DJ8586'AVENUE FOR 0.45 MI (0.7 KM) TO INTERSECTION WITH HIGHWAY 8 FOR 3.8 MI
 DJ8586'(6.1 KM) AND MARK ON RIGHT. SET 1/2 IN IRON ROD, 18 IN LONG, 4 IN
 DJ8586'BELOW GROUND SURFACE. LOCATED 27.8 FT (8.5 M) AT 2 DEG FROM CENTERLINE
 DJ8586'HIGHWAY 8, 44.4 FT (13.5 M) AT 182 DEG FROM TB POND, 78.0 FT (23.8 M)
 DJ8586'AT 95 DEG FROM DRIVEWAY TO HOUSE NO.  279.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0685 ***********************************************************************
 DK0685  DESIGNATION -  E 199
 DK0685  PID         -  DK0685
 DK0685  STATE/COUNTY-  MS/BOLIVAR
 DK0685  USGS QUAD   -  MERIGOLD (1966)
 DK0685
 DK0685                         *CURRENT SURVEY CONTROL
 DK0685  ___________________________________________________________________
 DK0685* NAD 83(2007)-  33 50 49.06315(N)    090 43 29.10171(W)     ADJUSTED  
 DK0685* NAVD 88     -        43.433  (meters)     142.50   (feet)  ADJUSTED  
 DK0685  ___________________________________________________________________
 DK0685  EPOCH DATE  -        2002.00
 DK0685  X           -     -67,074.141 (meters)                     COMP
 DK0685  Y           -  -5,302,321.805 (meters)                     COMP
 DK0685  Z           -   3,532,370.358 (meters)                     COMP
 DK0685  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DK0685  ELLIP HEIGHT-          17.012 (meters)          (02/15/08) ADJUSTED
 DK0685  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0685  DYNAMIC HT  -          43.390 (meters)     142.36  (feet)  COMP
 DK0685  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 DK0685
 DK0685  HORZ ORDER  -  B
 DK0685  VERT ORDER  -  SECOND    CLASS 0
 DK0685  ELLP ORDER  -  FOURTH    CLASS II
 DK0685
 DK0685.The horizontal coordinates were established by GPS observations
 DK0685.and adjusted by the EMC INCORPORATED in February 2008.
 DK0685
 DK0685.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0685.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0685.The horizontal coordinates are valid at the epoch date displayed above.
 DK0685.The epoch date for horizontal control is a decimal equivalence
 DK0685.of Year/Month/Day.
 DK0685
 DK0685.The orthometric height was determined by differential leveling
 DK0685.and adjusted in June 1991.
 DK0685.WARNING-Repeat measurements at this control monument indicate possible
 DK0685.vertical movement.
 DK0685
 DK0685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0685
 DK0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0685
 DK0685.The ellipsoidal height was determined by GPS observations
 DK0685.and is referenced to NAD 83.
 DK0685
 DK0685.The geoid height was determined by GEOID03.
 DK0685
 DK0685.The dynamic height is computed by dividing the NAVD 88
 DK0685.geopotential number by the normal gravity value computed on the
 DK0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0685.degrees latitude (g = 980.6199 gals.).
 DK0685
 DK0685.The modeled gravity was interpolated from observed gravity values.
 DK0685
 DK0685;                    North         East     Units Scale Factor Converg.
 DK0685;SPC MS W     -   482,041.853   663,775.996   MT  0.99996617   -0 13 04.8
 DK0685;SPC MS W     - 1,581,498.98  2,177,738.41   sFT  0.99996617   -0 13 04.8
 DK0685;UTM  15      - 3,747,516.406   710,511.581   MT  1.00014633   +1 16 03.8
 DK0685
 DK0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0685!SPC MS W     -   0.99999733  x   0.99996617  =   0.99996350
 DK0685!UTM  15      -   0.99999733  x   1.00014633  =   1.00014366
 DK0685
 DK0685                          SUPERSEDED SURVEY CONTROL
 DK0685
 DK0685  NAVD 88 (02/15/08)   43.43   (m)          142.5    (f) LEVELING    3  
 DK0685  NGVD 29 (??/??/??)   43.536  (m)          142.83   (f) ADJUSTED    2 0
 DK0685
 DK0685.Superseded values are not recommended for survey control.
 DK0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0685.See file dsdata.txt to determine how the superseded data were derived.
 DK0685
 DK0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1051247516(NAD 83)
 DK0685_MARKER: DB = BENCH MARK DISK
 DK0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0685_STAMPING: E 199 1957
 DK0685_MARK LOGO: NONE  
 DK0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0685+STABILITY: SURFACE MOTION
 DK0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0685+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 DK0685
 DK0685  HISTORY     - Date     Condition        Report By
 DK0685  HISTORY     - 1957     MONUMENTED       CGS
 DK0685  HISTORY     - 1972     GOOD             MSHD
 DK0685  HISTORY     - 20070117 GOOD             EMCINC
 DK0685
 DK0685                          STATION DESCRIPTION
 DK0685
 DK0685'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0685'0.65 MI N FROM MERIGOLD.
 DK0685'THE MARK IS LOCATED 0.65 MILES NORTH OF MERIGOLD ON THE SOUTH SIDE OF
 DK0685'THE SOUTH ENTRANCE TO THE MERIGOLD AIRPORT IN THE NORTHWEST 1/4 OF
 DK0685'SECTION 16, T 23N, R 5W.  IT IS 64 FEET EAST OF THE CENTER OF HIGHWAY
 DK0685'61, 30 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 62.5 FEET
 DK0685'SOUTH-SOUTHWEST OF THE SOUTHWEST POST OF A PORCH ON THE SOUTH SIDE OF
 DK0685'THE MERIGOLD AIRPORT OFFICE AND KITCHEN, 71.5 FEET WEST OF THE
 DK0685'SOUTHWEST CORNER OF A METAL AND FRAME BUILDING, 25 FEET SOUTH OF THE
 DK0685'PROJECTED PLANE OF THE NORTH WALL OF A SCHOOL BUILDING, 15 FEET
 DK0685'EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND A LAMP ON IT, 1
 DK0685'FOOT NORTH OF THE BASE OF A GUY WIRE, 1 FOOT NORTHWEST OF A METAL
 DK0685'WITNESS POST SET IN THE TOP OF A 12 INCH CYLINDER ABOUT 2 FEET BELOW
 DK0685'THE LEVEL OF THE HIGHWAY AND IS 2 INCHES BELOW THE GROUND.  TO REACH
 DK0685'FROM THE U.S. POST OFFICE IN MERIGOLD GO NORTH ON U.S. HIGHWAY 61 FOR
 DK0685'0.65 MILES TO A SCHOOL ON THE LEFT AND THE SOUTH ENTRANCE TO THE
 DK0685'AIRPORT AND THE MARK ON THE RIGHT.
 DK0685
 DK0685                          STATION RECOVERY (2007)
 DK0685
 DK0685'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1059 ***********************************************************************
 BW1059  DESIGNATION -  E 20
 BW1059  PID         -  BW1059
 BW1059  STATE/COUNTY-  MS/WILKINSON
 BW1059  USGS QUAD   -  WOODVILLE (1988)
 BW1059
 BW1059                         *CURRENT SURVEY CONTROL
 BW1059  ___________________________________________________________________
 BW1059* NAD 83(1986)-  31 06 13.     (N)    091 17 35.     (W)     SCALED    
 BW1059* NAVD 88     -       110.62   (+/-2cm)     362.9    (feet)  VERTCON   
 BW1059  ___________________________________________________________________
 BW1059  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BW1059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1059
 BW1059.The horizontal coordinates were scaled from a topographic map and have
 BW1059.an estimated accuracy of +/- 6 seconds.
 BW1059
 BW1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1059.The vertical order pertains to the NGVD 29 superseded value.
 BW1059
 BW1059.The geoid height was determined by GEOID03.
 BW1059
 BW1059;                    North         East    Units  Estimated Accuracy
 BW1059;SPC MS W     -   178,160.      608,440.      MT  (+/- 180 meters Scaled)
 BW1059
 BW1059                          SUPERSEDED SURVEY CONTROL
 BW1059
 BW1059  NGVD 29 (??/??/92)  110.587  (m)          362.82   (f) ADJ UNCH    2 0
 BW1059
 BW1059.Superseded values are not recommended for survey control.
 BW1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1059.See file dsdata.txt to determine how the superseded data were derived.
 BW1059
 BW1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ627423(NAD 83)
 BW1059_MARKER: DB = BENCH MARK DISK
 BW1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1059_SP_SET: BRIDGE
 BW1059_STAMPING: E 20 1934 362.818
 BW1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1059
 BW1059  HISTORY     - Date     Condition        Report By
 BW1059  HISTORY     - 1934     MONUMENTED       CGS
 BW1059  HISTORY     - 1969     GOOD             MSHD
 BW1059
 BW1059                          STATION DESCRIPTION
 BW1059
 BW1059'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1059'0.3 MI E FROM WOODVILLE.
 BW1059'THE MARK IS LOCATED 0.3 MILE EAST OF WOODVILLE, IN THE SOUTH END OF
 BW1059'THE WEST ABUTMENT OF A CONCRETE BRIDGE UNDER A WALK AND HIGHWAY 24,
 BW1059'ABOUT 200 FEET WEST OF U.S. HIGHWAY 61, IN THE SOUTHWEST 1/4 OF
 BW1059'SECTION 27, T 2N, R 2W.  IT IS 26 FEET SOUTH OF THE CENTER OF HIGHWAY
 BW1059'24, 3.5 FEET SOUTH OF THE CENTER OF A WALK, 51 FEET WEST OF UTILITY
 BW1059'POLE NO. 36, 46 FEET EAST OF UTILITY POLE NO. 37.  NOTE-- TO REACH
 BW1059'FROM THE WILKINSON COUNTY COURTHOUSE IN WOODVILLE GO EAST ON MAIN
 BW1059'STREET (STATE HIGHWAY 24) FOR 0.3 MILE TO THE BRIDGE AND THE MARK ON
 BW1059'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0625 ***********************************************************************
 EH0625  DESIGNATION -  E 201
 EH0625  PID         -  EH0625
 EH0625  STATE/COUNTY-  MS/COAHOMA
 EH0625  USGS QUAD   -  CLARKSDALE (1967)
 EH0625
 EH0625                         *CURRENT SURVEY CONTROL
 EH0625  ___________________________________________________________________
 EH0625* NAD 83(1986)-  34 12 35.     (N)    090 35 59.     (W)     SCALED    
 EH0625* NAVD 88     -        52.255  (meters)     171.44   (feet)  ADJUSTED  
 EH0625  ___________________________________________________________________
 EH0625  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0625  DYNAMIC HT  -          52.204 (meters)     171.27  (feet)  COMP
 EH0625  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 EH0625
 EH0625  VERT ORDER  -  SECOND    CLASS 0
 EH0625
 EH0625.The horizontal coordinates were scaled from a topographic map and have
 EH0625.an estimated accuracy of +/- 6 seconds.
 EH0625
 EH0625.The orthometric height was determined by differential leveling
 EH0625.and adjusted in June 1991.
 EH0625
 EH0625.The geoid height was determined by GEOID03.
 EH0625
 EH0625.The dynamic height is computed by dividing the NAVD 88
 EH0625.geopotential number by the normal gravity value computed on the
 EH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0625.degrees latitude (g = 980.6199 gals.).
 EH0625
 EH0625.The modeled gravity was interpolated from observed gravity values.
 EH0625
 EH0625;                    North         East    Units  Estimated Accuracy
 EH0625;SPC MS W     -   522,240.      675,450.      MT  (+/- 180 meters Scaled)
 EH0625
 EH0625                          SUPERSEDED SURVEY CONTROL
 EH0625
 EH0625  NGVD 29 (??/??/??)   52.306  (m)          171.61   (f) ADJUSTED    2 0
 EH0625
 EH0625.Superseded values are not recommended for survey control.
 EH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0625.See file dsdata.txt to determine how the superseded data were derived.
 EH0625
 EH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT211880(NAD 83)
 EH0625_MARKER: DB = BENCH MARK DISK
 EH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0625_STAMPING: E 201 1957
 EH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0625+STABILITY: SURFACE MOTION
 EH0625
 EH0625  HISTORY     - Date     Condition        Report By
 EH0625  HISTORY     - 1957     MONUMENTED       CGS
 EH0625  HISTORY     - 1973     GOOD             MSHD
 EH0625  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0625
 EH0625                          STATION DESCRIPTION
 EH0625
 EH0625'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0625'1.48 MI WNW FROM CLARKSDALE.
 EH0625'THE MARK IS LOCATED 1.45 MILES WNW OF THE COURTHOUSE IN CLARKSDALE
 EH0625'JUST WEST OF THE JUNCTION OF RENO STREET AND OAKHURST AVENUE NEAR THE
 EH0625'NE BRICK CORNER FOR A WROUGHT IRON FENCE.  IT IS 23.5 FEET SSW OF THE
 EH0625'CENTER OF OAKHURST AVENUE, 201 FEET WEST OF THE CENTER OF RENO STREET,
 EH0625'22 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF HOUSE NO.
 EH0625'1106, 11.5 FEET SW OF A UTIILITY POLE, 5.5 FEET WSW OF A WATER METER,
 EH0625'5 FEET WEST OF THE NW CORNER OF THE EAST BRICK COLUMN FOR A WROUGHT
 EH0625'IRON FENCE, 1.5 FEET NORTH OF THE FENCE, SET IN THE TOP OF A 12 INCH
 EH0625'CONCRETE CYLINDER ABOUT LEVEL WITH THE STREET AND IS FLUSH WITH THE
 EH0625'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0625'CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.6 MILES TO A SIDE ROAD RIGHT
 EH0625'JUST BEFORE REACHING STATE HIGHWAY 322.  TURN RIGHT AND GO NORTH ON
 EH0625'ANDERSON BLVD. FOR 1.5 MILES TO A T INTERSECTION AND A SCHOOL IN THE
 EH0625'SW ANGLE.  TURN LEFT ONTO MAPLE AVENUE THEN RIGHT ONTO BROAD STREET
 EH0625'AND GO NORTH FOR 0.15 MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST
 EH0625'ON OAKHURST AVENUE FOR 0.4 MILE TO THE MARK ON THE LEFT JUST BEYOND
 EH0625'THE JUNCTION OF RENO STREET.
 EH0625
 EH0625                          STATION RECOVERY (2003)
 EH0625
 EH0625'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0352 ***********************************************************************
 CP0352  DESIGNATION -  E 206
 CP0352  PID         -  CP0352
 CP0352  STATE/COUNTY-  MS/RANKIN
 CP0352  USGS QUAD   -  JACKSON SE (1988)
 CP0352
 CP0352                         *CURRENT SURVEY CONTROL
 CP0352  ___________________________________________________________________
 CP0352* NAD 83(1986)-  32 18 22.     (N)    090 04 22.     (W)     SCALED    
 CP0352* NAVD 88     -       102.06   (+/-2cm)     334.8    (feet)  VERTCON   
 CP0352  ___________________________________________________________________
 CP0352  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0352
 CP0352.This mark is at Jackson Intl Airport (JAN)
 CP0352
 CP0352.The horizontal coordinates were scaled from a topographic map and have
 CP0352.an estimated accuracy of +/- 6 seconds.
 CP0352
 CP0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0352.The vertical order pertains to the NGVD 29 superseded value.
 CP0352
 CP0352.The geoid height was determined by GEOID03.
 CP0352
 CP0352;                    North         East    Units  Estimated Accuracy
 CP0352;SPC MS W     -   311,120.      724,540.      MT  (+/- 180 meters Scaled)
 CP0352
 CP0352                          SUPERSEDED SURVEY CONTROL
 CP0352
 CP0352  NGVD 29 (??/??/92)  102.091  (m)          334.94   (f) ADJ UNCH    2 0
 CP0352
 CP0352.Superseded values are not recommended for survey control.
 CP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0352.See file dsdata.txt to determine how the superseded data were derived.
 CP0352
 CP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR756781(NAD 83)
 CP0352_MARKER: DB = BENCH MARK DISK
 CP0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP0352_SP_SET: FOOTING
 CP0352_STAMPING: E 206 1963
 CP0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0352+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 CP0352
 CP0352  HISTORY     - Date     Condition        Report By
 CP0352  HISTORY     - 1963     MONUMENTED       CGS
 CP0352  HISTORY     - 1977     GOOD             MSHD
 CP0352  HISTORY     - 1980     GOOD             LOCSUR
 CP0352  HISTORY     - 20040221 GOOD             USPSQD
 CP0352  HISTORY     - 20080501 GOOD             WOOLPT
 CP0352
 CP0352                          STATION DESCRIPTION
 CP0352
 CP0352'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0352'3.7 MI NE FROM PEARL.
 CP0352'THE MARK IS LOCATED 3.7 MILES NORTHEAST OF PEARL, 5.5 MILES NORTHWEST
 CP0352'OF BRANDON, 0.3 MILE SOUTH OF THE JACKSON MUNICIPAL AIRPORT TERMINAL
 CP0352'IN THE BASE OF THE NORTHWEST LEG OF AN 8 LEGGED RED AND WHITE CHECKED
 CP0352'WATER TANK ON THE AIRPORT IN THE NORTHWEST 1/4 OF SECTION 2, T 5N, R
 CP0352'2E.  IT IS 171 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF
 CP0352'AIRPORT ROAD, 94.5 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD SET IN
 CP0352'A DRILL HOLE IN THE WEST CORNER OF THE CONCRETE FOOTING FOR THE
 CP0352'NORTHWEST LEG OF THE TANK AND IS 2 FEET ABOVE THE GROUND.  NOTE-- TO
 CP0352'REACH FROM THE RANKIN COUNTY BANK IN THE BRIGHT SHOPPING CENTER IN
 CP0352'PEARL GO EAST ON U.S. HIGHWAY 80 FOR 3.5 MILES TO THE INTERSECTION OF
 CP0352'AIRPORT ROAD.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 1.7 MILES TO
 CP0352'THE TANK AND THE MARK ON THE RIGHT JUST BEYOND A FORK.
 CP0352
 CP0352                          STATION RECOVERY (1980)
 CP0352
 CP0352'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CP0352'RECOVERED IN GOOD CONDITION.
 CP0352
 CP0352                          STATION RECOVERY (2004)
 CP0352
 CP0352'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP0352'DELETE RED AND WHITE CHECKED , TANK IS NOW PAINTED LIGHT GREY WITH A
 CP0352'HORIZONTAL BAND OF
 CP0352'LIGHT GREEN PAINTED AROUND THE CATWALK LEVEL. LETTERING STATES JACKSON
 CP0352'INTERNATIONAL AIRPORT.
 CP0352
 CP0352                          STATION RECOVERY (2008)
 CP0352
 CP0352'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 CP0352'MARK IS LOCATED ON AIRPORT PROPERTY, CONTACT AIRPORT MANAGEMENT FOR
 CP0352'ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1795 ***********************************************************************
 BW1795  DESIGNATION -  E 208
 BW1795  PID         -  BW1795
 BW1795  STATE/COUNTY-  MS/PIKE
 BW1795  USGS QUAD   -  OSYKA (1972)
 BW1795
 BW1795                         *CURRENT SURVEY CONTROL
 BW1795  ___________________________________________________________________
 BW1795* NAD 83(1986)-  31 06 07.     (N)    090 28 19.     (W)     SCALED    
 BW1795* NAVD 88     -        83.597  (meters)     274.27   (feet)  ADJUSTED  
 BW1795  ___________________________________________________________________
 BW1795  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BW1795  DYNAMIC HT  -          83.491 (meters)     273.92  (feet)  COMP
 BW1795  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 BW1795
 BW1795  VERT ORDER  -  FIRST     CLASS I
 BW1795
 BW1795.The horizontal coordinates were scaled from a topographic map and have
 BW1795.an estimated accuracy of +/- 6 seconds.
 BW1795
 BW1795.The orthometric height was determined by differential leveling
 BW1795.and adjusted in February 1994.
 BW1795
 BW1795.The geoid height was determined by GEOID03.
 BW1795
 BW1795.The dynamic height is computed by dividing the NAVD 88
 BW1795.geopotential number by the normal gravity value computed on the
 BW1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1795.degrees latitude (g = 980.6199 gals.).
 BW1795
 BW1795.The modeled gravity was interpolated from observed gravity values.
 BW1795
 BW1795;                    North         East    Units  Estimated Accuracy
 BW1795;SPC MS W     -   177,590.      686,780.      MT  (+/- 180 meters Scaled)
 BW1795
 BW1795                          SUPERSEDED SURVEY CONTROL
 BW1795
 BW1795  NAVD 88 (06/15/91)   83.629  (m)          274.37   (f) UNKNOWN     1 1
 BW1795  NGVD 29 (??/??/??)   83.616  (m)          274.33   (f) ADJUSTED    1 1
 BW1795
 BW1795.Superseded values are not recommended for survey control.
 BW1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1795.See file dsdata.txt to determine how the superseded data were derived.
 BW1795
 BW1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ411436(NAD 83)
 BW1795_MARKER: DB = BENCH MARK DISK
 BW1795_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW1795_SP_SET: FOOTING
 BW1795_STAMPING: E 208 1959
 BW1795_MARK LOGO: CGS   
 BW1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1795+STABILITY: SURFACE MOTION
 BW1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1795+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW1795
 BW1795  HISTORY     - Date     Condition        Report By
 BW1795  HISTORY     - 1959     MONUMENTED       CGS
 BW1795  HISTORY     - 1969     GOOD             NGS
 BW1795  HISTORY     - 19920714 GOOD             NGS
 BW1795
 BW1795                          STATION DESCRIPTION
 BW1795
 BW1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW1795'2.9 MI S FROM MAGNOLIA.
 BW1795'ABOUT 2.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW1795'CROSSING OF STATE HIGHWAY 48 AT MAGNOLIA, NEAR MILEPOST 817, SET ON
 BW1795'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR AN
 BW1795'ABANDONED SIGNAL BASE PROJECTING 1 1/2 FEET ABOVE THE LEVEL OF THE
 BW1795'GROUND, 69 FEET NORTHEAST OF AND ACROSS THE TRACKS FROM MILEPOST 817,
 BW1795'7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 254 FEET SOUTH OF THE
 BW1795'SOUTH END OF A WOODEN TRESTLE AND LEVEL WITH THE TRACK.
 BW1795
 BW1795                          STATION RECOVERY (1992)
 BW1795
 BW1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW1795'15.0 KM (9.30 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW1795'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, NEAR THE SOUTHWEST CORNER
 BW1795'OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED), 11.7
 BW1795'M (38.4 FT) NORTH OF MILEPOST 817, 2.0 M (6.6 FT) EAST OF THE NEAR
 BW1795'RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0113 ***********************************************************************
 BW0113  DESIGNATION -  E 209
 BW0113  PID         -  BW0113
 BW0113  STATE/COUNTY-  MS/LINCOLN
 BW0113  USGS QUAD   -  WESSON (1972)
 BW0113
 BW0113                         *CURRENT SURVEY CONTROL
 BW0113  ___________________________________________________________________
 BW0113* NAD 83(1986)-  31 40 34.     (N)    090 24 25.     (W)     SCALED    
 BW0113* NAVD 88     -       144.592  (meters)     474.38   (feet)  ADJUSTED  
 BW0113  ___________________________________________________________________
 BW0113  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0113  DYNAMIC HT  -         144.417 (meters)     473.81  (feet)  COMP
 BW0113  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BW0113
 BW0113  VERT ORDER  -  FIRST     CLASS I
 BW0113
 BW0113.The horizontal coordinates were scaled from a topographic map and have
 BW0113.an estimated accuracy of +/- 6 seconds.
 BW0113
 BW0113.The orthometric height was determined by differential leveling
 BW0113.and adjusted in June 1991.
 BW0113
 BW0113.The geoid height was determined by GEOID03.
 BW0113
 BW0113.The dynamic height is computed by dividing the NAVD 88
 BW0113.geopotential number by the normal gravity value computed on the
 BW0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0113.degrees latitude (g = 980.6199 gals.).
 BW0113
 BW0113.The modeled gravity was interpolated from observed gravity values.
 BW0113
 BW0113;                    North         East    Units  Estimated Accuracy
 BW0113;SPC MS W     -   241,240.      693,020.      MT  (+/- 180 meters Scaled)
 BW0113
 BW0113                          SUPERSEDED SURVEY CONTROL
 BW0113
 BW0113  NGVD 29 (??/??/??)  144.589  (m)          474.37   (f) ADJUSTED    1 1
 BW0113
 BW0113.Superseded values are not recommended for survey control.
 BW0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0113.See file dsdata.txt to determine how the superseded data were derived.
 BW0113
 BW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR458074(NAD 83)
 BW0113_MARKER: DB = BENCH MARK DISK
 BW0113_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BW0113+WITH SETTING: INTO GROUND
 BW0113_STAMPING: E 209 1960
 BW0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0113+STABILITY: SURFACE MOTION
 BW0113
 BW0113  HISTORY     - Date     Condition        Report By
 BW0113  HISTORY     - 1960     MONUMENTED       CGS
 BW0113  HISTORY     - 1969     GOOD             NGS
 BW0113
 BW0113                          STATION DESCRIPTION
 BW0113
 BW0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0113'1.9 MI S FROM WESSON.
 BW0113'ABOUT 1.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0113'CROSSING OF SPRING STREET AT WESSON, 0.6 MILE SOUTH OF A CONCRETE
 BW0113'OVERPASS, 0.1 MILE SOUTH OF MILEPOST 776, 18 FEET EAST OF THE EAST
 BW0113'RAIL OF THE EAST TRACK, 7.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 BW0113'HAND CAR SETOFF, 5 1/2 FEET SOUTHWEST OF THE 3RD TELEPHONE POLE SOUTH
 BW0113'OF THE MILEPOST, 1 FOOT WEST OF A METAL WITNESS POST, 2 FEET BELOW THE
 BW0113'LEVEL OF THE TRACK AND IS A DISK BRAZED ON THE TOP OF AN IRON PIPE
 BW0113'WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 9, T
 BW0113'8N, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0869 ***********************************************************************
 BW0869  DESIGNATION -  E 21
 BW0869  PID         -  BW0869
 BW0869  STATE/COUNTY-  MS/FRANKLIN
 BW0869  USGS QUAD   -  ROXIE (1988)
 BW0869
 BW0869                         *CURRENT SURVEY CONTROL
 BW0869  ___________________________________________________________________
 BW0869* NAD 83(1986)-  31 31 14.     (N)    091 05 21.     (W)     SCALED    
 BW0869* NAVD 88     -        87.084  (meters)     285.71   (feet)  ADJUSTED  
 BW0869  ___________________________________________________________________
 BW0869  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0869  DYNAMIC HT  -          86.977 (meters)     285.36  (feet)  COMP
 BW0869  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 BW0869
 BW0869  VERT ORDER  -  SECOND    CLASS 0
 BW0869
 BW0869.The horizontal coordinates were scaled from a topographic map and have
 BW0869.an estimated accuracy of +/- 6 seconds.
 BW0869
 BW0869.The orthometric height was determined by differential leveling
 BW0869.and adjusted in February 1994.
 BW0869
 BW0869.The geoid height was determined by GEOID03.
 BW0869
 BW0869.The dynamic height is computed by dividing the NAVD 88
 BW0869.geopotential number by the normal gravity value computed on the
 BW0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0869.degrees latitude (g = 980.6199 gals.).
 BW0869
 BW0869.The modeled gravity was interpolated from observed gravity values.
 BW0869
 BW0869;                    North         East    Units  Estimated Accuracy
 BW0869;SPC MS W     -   224,240.      628,210.      MT  (+/- 180 meters Scaled)
 BW0869
 BW0869                          SUPERSEDED SURVEY CONTROL
 BW0869
 BW0869  NAVD 88 (06/15/91)   87.111  (m)          285.80   (f) UNKNOWN     2 0
 BW0869  NGVD 29 (??/??/??)   87.094  (m)          285.74   (f) ADJUSTED    2 0
 BW0869
 BW0869.Superseded values are not recommended for survey control.
 BW0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0869.See file dsdata.txt to determine how the superseded data were derived.
 BW0869
 BW0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ814888(NAD 83)
 BW0869_MARKER: DB = BENCH MARK DISK
 BW0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0869_STAMPING: E 21 1934 285.948
 BW0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0869+STABILITY: SURFACE MOTION
 BW0869
 BW0869  HISTORY     - Date     Condition        Report By
 BW0869  HISTORY     - 1934     MONUMENTED       CGS
 BW0869  HISTORY     - 1969     GOOD             MSHD
 BW0869
 BW0869                          STATION DESCRIPTION
 BW0869
 BW0869'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0869'1.8 MI NW FROM ROXIE.
 BW0869'THE MARK IS LOCATED 1.8 MILES NORTHWEST OF ROXIE IN THE SOUTHEAST
 BW0869'ANGLE OF THE CROSSING OF THE MISSISSIPPI CENTRAL RAILROAD TRACK WITH A
 BW0869'GRAVELED ROAD IN THE NORTHWEST 1/4 OF SECTION 3, T 6N, R 1E.  IT IS 50
 BW0869'FEET SOUTH OF THE CENTER OF THE CROSSING, 46 FEET SOUTHWEST OF THE
 BW0869'SOUTHWEST RAIL, 15 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 97
 BW0869'FEET NORTHEAST OF THE CENTER OF A BLACKTOP ROAD, 35 FEET SOUTHEAST OF
 BW0869'A FENCE CORNER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN THE
 BW0869'TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF
 BW0869'THE TRACK AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE U.S. POST
 BW0869'OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE
 BW0869'INTERSECTION OF THIRD STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD
 BW0869'STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAYS 98 AND 84.
 BW0869'TURN LEFT (NORTHWEST) AND CONTINUE ON U.S. HIGHWAYS 98 AND 84 FOR 1.1
 BW0869'MILES TO THE CROSSING OF MISSISSIPPI HIGHWAY 33. CONTINUE NORTHWEST ON
 BW0869'U.S. HIGHWAYS 98 AND 84 FOR 0.6 MILE TO A SIDE ROAD RIGHT. TURN RIGHT
 BW0869'(NORTHEAST) AND CONTINUE ON AN ALL WEATHER ROAD CROSSING OVER THE OLD
 BW0869'HIGHWAY FOR 0.05 MILE TO THE CROSSING OF THE MISS. CENTRAL RAILROAD
 BW0869'TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0237 ***********************************************************************
 CP0237  DESIGNATION -  E 210
 CP0237  PID         -  CP0237
 CP0237  STATE/COUNTY-  MS/HINDS
 CP0237  USGS QUAD   -  FLORENCE (1980)
 CP0237
 CP0237                         *CURRENT SURVEY CONTROL
 CP0237  ___________________________________________________________________
 CP0237* NAD 83(1986)-  32 13 58.     (N)    090 12 54.     (W)     SCALED    
 CP0237* NAVD 88     -        81.720  (meters)     268.11   (feet)  ADJUSTED  
 CP0237  ___________________________________________________________________
 CP0237  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP0237  DYNAMIC HT  -          81.626 (meters)     267.80  (feet)  COMP
 CP0237  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CP0237
 CP0237  VERT ORDER  -  FIRST     CLASS I
 CP0237
 CP0237.The horizontal coordinates were scaled from a topographic map and have
 CP0237.an estimated accuracy of +/- 6 seconds.
 CP0237
 CP0237.The orthometric height was determined by differential leveling
 CP0237.and adjusted in June 1991.
 CP0237
 CP0237.The geoid height was determined by GEOID03.
 CP0237
 CP0237.The dynamic height is computed by dividing the NAVD 88
 CP0237.geopotential number by the normal gravity value computed on the
 CP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0237.degrees latitude (g = 980.6199 gals.).
 CP0237
 CP0237.The modeled gravity was interpolated from observed gravity values.
 CP0237
 CP0237;                    North         East    Units  Estimated Accuracy
 CP0237;SPC MS W     -   302,970.      711,150.      MT  (+/- 180 meters Scaled)
 CP0237
 CP0237                          SUPERSEDED SURVEY CONTROL
 CP0237
 CP0237  NGVD 29 (??/??/??)   81.727  (m)          268.13   (f) ADJUSTED    1 1
 CP0237
 CP0237.Superseded values are not recommended for survey control.
 CP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0237.See file dsdata.txt to determine how the superseded data were derived.
 CP0237
 CP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR624696(NAD 83)
 CP0237_MARKER: DB = BENCH MARK DISK
 CP0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0237_SP_SET: BRIDGE
 CP0237_STAMPING: E 210 1960
 CP0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0237
 CP0237  HISTORY     - Date     Condition        Report By
 CP0237  HISTORY     - 1960     MONUMENTED       CGS
 CP0237  HISTORY     - 1977     GOOD             MSHD
 CP0237  HISTORY     - 1981     GOOD             LOCSUR
 CP0237  HISTORY     - 19920611 MARK NOT FOUND   NGS
 CP0237
 CP0237                          STATION DESCRIPTION
 CP0237
 CP0237'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0237'4.9 MI SSW FROM JACKSON.
 CP0237'THE MARK IS LOCATED 4.9 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 CP0237'DOWNTOWN JACKSON IN A CONCRETE BRIDGE UNDER THE I.C.G. RAILROAD TRACK,
 CP0237'0.5 SOUTH OF THE CROSSING OF A PAVED ROAD LEADING TO THE CITY SEWAGE
 CP0237'TREATMENT PLANT IN THE NORTHEAST 1/4 OF SECTION 32, T 5N, R 1E. IT IS
 CP0237'303 FEET SOUTH OF MILEPOST 734, 6 FEET EAST OF THE EAST RAIL OF THE
 CP0237'EAST TRACK, 3.7 FEET SOUTH OF THE NORTH END OF THE BRIDGE, 1 FOOT WEST
 CP0237'OF THE EAST OF THE BRIDGE SET IN A DRILL HOLE NEAR THE NORTH END OF
 CP0237'THE EAST SIDE OF A CONCRETE RAILROAD BRIDGE OVER THE CANY CREEK AND IS
 CP0237'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK. NOTE-- TO REACH FROM THE
 CP0237'INTERSECTION OF TERRY ROAD AND U.S. HIGHWAY 80 IN JACKSON GO SOUTH ON
 CP0237'TERRY ROAD FOR 3.45 MILES TO A CROSSROAD. TURN LEFT AND GO EAST ON
 CP0237'SAVANNA STREET FOR 1 MILE TO THE INTERSECTION OF A FRONTAGE ROAD ON
 CP0237'THE EAST SIDE OF I-55.  TURN RIGHT AND GO SOUTH ON THE FRONTAGE ROAD
 CP0237'FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON A PAVED
 CP0237'ROAD FOR 0.2 MILE TO A RAILROAD CROSSING. THENCE SOUTH ALONG THE
 CP0237'I.C.G. RAILROAD TRACK (WEST ONE OF TWO TRACKS) FOR 2543 FEET TO THE
 CP0237'CREEK AND THE MARK ON THE LEFT.
 CP0237
 CP0237                          STATION RECOVERY (1981)
 CP0237
 CP0237'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0237'RECOVERED IN GOOD CONDITION.
 CP0237
 CP0237                          STATION RECOVERY (1992)
 CP0237
 CP0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0237'THE DISK MAY STILL BE IN PLACE UNDER NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0472 ***********************************************************************
 CO0472  DESIGNATION -  E 211
 CO0472  PID         -  CO0472
 CO0472  STATE/COUNTY-  MS/LAUDERDALE
 CO0472  USGS QUAD   -  TOOMSUBA (1982)
 CO0472
 CO0472                         *CURRENT SURVEY CONTROL
 CO0472  ___________________________________________________________________
 CO0472* NAD 83(1986)-  32 24 12.     (N)    088 35 41.     (W)     SCALED    
 CO0472* NAVD 88     -       127.984  (meters)     419.89   (feet)  ADJUSTED  
 CO0472  ___________________________________________________________________
 CO0472  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CO0472  DYNAMIC HT  -         127.833 (meters)     419.40  (feet)  COMP
 CO0472  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 CO0472
 CO0472  VERT ORDER  -  FIRST     CLASS I
 CO0472
 CO0472.The horizontal coordinates were scaled from a topographic map and have
 CO0472.an estimated accuracy of +/- 6 seconds.
 CO0472
 CO0472.The orthometric height was determined by differential leveling
 CO0472.and adjusted in June 1991.
 CO0472
 CO0472.The geoid height was determined by GEOID03.
 CO0472
 CO0472.The dynamic height is computed by dividing the NAVD 88
 CO0472.geopotential number by the normal gravity value computed on the
 CO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0472.degrees latitude (g = 980.6199 gals.).
 CO0472
 CO0472.The modeled gravity was interpolated from observed gravity values.
 CO0472
 CO0472;                    North         East    Units  Estimated Accuracy
 CO0472;SPC MS E     -   321,900.      322,450.      MT  (+/- 180 meters Scaled)
 CO0472
 CO0472                          SUPERSEDED SURVEY CONTROL
 CO0472
 CO0472  NGVD 29 (??/??/??)  127.967  (m)          419.84   (f) ADJUSTED    1 1
 CO0472
 CO0472.Superseded values are not recommended for survey control.
 CO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0472.See file dsdata.txt to determine how the superseded data were derived.
 CO0472
 CO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA500862(NAD 83)
 CO0472_MARKER: DB = BENCH MARK DISK
 CO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0472_SP_SET: CONCRETE POST
 CO0472_STAMPING: E 211 1960
 CO0472_MARK LOGO: CGS   
 CO0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0472+STABILITY: SURFACE MOTION
 CO0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0472+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 CO0472
 CO0472  HISTORY     - Date     Condition        Report By
 CO0472  HISTORY     - 1960     MONUMENTED       CGS
 CO0472  HISTORY     - 1968     GOOD             NGS
 CO0472  HISTORY     - 19900215 GOOD             MSHD
 CO0472
 CO0472                          STATION DESCRIPTION
 CO0472
 CO0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0472'IN RUSSELL.
 CO0472'AT RUSSELL, 29 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CO0472'BAPTIST CHURCH, 59 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS
 CO0472'11 AND 80, 89 FEET EAST OF THE NORTH END OF A BRICK WALL OF A CARPORT
 CO0472'WHICH IS LOCATED ON THE EAST SIDE OF A BRICK HOUSE, 54 FEET SOUTHWEST
 CO0472'OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, ABOUT 1 FOOT BELOW THE
 CO0472'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 CO0472'LEVEL WITH THE SURFACE OF THE GROUND.
 CO0472
 CO0472                          STATION RECOVERY (1990)
 CO0472
 CO0472'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0472'MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST NORTHEAST OF MERIDIAN, IN
 CO0472'THE PAVED PARKING LOT AT THE RUSSELL BAPTIST CHURCH IN RUSSELL AND IS
 CO0472'IN SECTION 31, T 7N, R 17E.
 CO0472'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0472'1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, IN A HOLE JUST BELOW THE
 CO0472'SURFACE OF THE PARKING LOT, 125 FT (38.1 M) WEST OF THE NORTHWEST
 CO0472'CORNER OF THE CHURCH AUDITORIUM, 94 FT (28.7 M) NORTH OF THE
 CO0472'NORTHWEST CORNER OF THE PORCH OF THE ANNEX, 89 FT (27.1 M) EAST OF
 CO0472'THE NORTH END OF A BRICK WALL OF A CARPORT ON THE EAST SIDE OF A
 CO0472'BRICK HOUSE, 59 FT (18.0 M) SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 CO0472'11 AND 80, 54 FT (16.5 M) SOUTHWEST OF A POWER POLE WITH A
 CO0472'TRANSFORMER AND A LAMP AND 23.5 FT (7.2 M) NORTHWEST OF A LAMP POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0928 ***********************************************************************
 CO0928  DESIGNATION -  E 213
 CO0928  PID         -  CO0928
 CO0928  STATE/COUNTY-  MS/SCOTT
 CO0928  USGS QUAD   -  PULASKI (1982)
 CO0928
 CO0928                         *CURRENT SURVEY CONTROL
 CO0928  ___________________________________________________________________
 CO0928* NAD 83(1986)-  32 21 43.     (N)    089 30 00.     (W)     SCALED    
 CO0928* NAVD 88     -       150.504  (meters)     493.78   (feet)  ADJUSTED  
 CO0928  ___________________________________________________________________
 CO0928  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CO0928  DYNAMIC HT  -         150.327 (meters)     493.20  (feet)  COMP
 CO0928  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 CO0928
 CO0928  VERT ORDER  -  FIRST     CLASS I
 CO0928
 CO0928.The horizontal coordinates were scaled from a topographic map and have
 CO0928.an estimated accuracy of +/- 6 seconds.
 CO0928
 CO0928.The orthometric height was determined by differential leveling
 CO0928.and adjusted in June 1991.
 CO0928
 CO0928.The geoid height was determined by GEOID03.
 CO0928
 CO0928.The dynamic height is computed by dividing the NAVD 88
 CO0928.geopotential number by the normal gravity value computed on the
 CO0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0928.degrees latitude (g = 980.6199 gals.).
 CO0928
 CO0928.The modeled gravity was interpolated from observed gravity values.
 CO0928
 CO0928;                    North         East    Units  Estimated Accuracy
 CO0928;SPC MS E     -   317,480.      237,260.      MT  (+/- 180 meters Scaled)
 CO0928
 CO0928                          SUPERSEDED SURVEY CONTROL
 CO0928
 CO0928  NGVD 29 (??/??/??)  150.498  (m)          493.76   (f) ADJUSTED    1 1
 CO0928
 CO0928.Superseded values are not recommended for survey control.
 CO0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0928.See file dsdata.txt to determine how the superseded data were derived.
 CO0928
 CO0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA647833(NAD 83)
 CO0928_MARKER: DB = BENCH MARK DISK
 CO0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0928_STAMPING: E 213 1961
 CO0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0928+STABILITY: SURFACE MOTION
 CO0928
 CO0928  HISTORY     - Date     Condition        Report By
 CO0928  HISTORY     - 1961     MONUMENTED       CGS
 CO0928  HISTORY     - 1968     GOOD             NGS
 CO0928  HISTORY     - 1977     GOOD             MSHD
 CO0928
 CO0928                          STATION DESCRIPTION
 CO0928
 CO0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0928'1.8 MI W FROM FOREST.
 CO0928'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0928'COURTHOUSE AT FOREST, THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 80, ON
 CO0928'THE CREST OF A HILL, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CO0928'65 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 33 1/2 FEET
 CO0928'WEST OF A GAS METER, 1 FOOT EAST OF A FENCE, ABOUT 2 FEET BELOW THE
 CO0928'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CO0928'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 17, T 6N, R 8E.
 CO0928
 CO0928                          STATION RECOVERY (1977)
 CO0928
 CO0928'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0928'THE MARK IS LOCATED 1.8 MILES WEST OF FOREST NEAR THE SOUTH RIGHT OF
 CO0928'WAY OF U.S. HIGHWAY 80 JUST EAST OF THE WEST CORP. LIMIT IN THE
 CO0928'SOUTHWEST 1/4 OF SECTION 17, T 6 N. R 8 E. IT IS 65 FEET NORTHWEST OF
 CO0928'THE NORTHWEST CORNER OF AN ABANDONED FRAME HOUSE, 61 FEET WEST OF THE
 CO0928'PROJECTED CENTER OF THE DRIVE TO A PLANT, 57 FEET SOUTH OF THE CENTER
 CO0928'OF HIGHWAY 80, 50 FEET SOUTHEAST OF TELEPHONE CABLE POLE NO. 12, 76
 CO0928'FEET SOUTHEAST OF THE CORP. LIMIT SIGN, 12.5 FEET SOUTH-SOUTHWEST OF
 CO0928'A 10 INCH PINE, 4.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A
 CO0928'CYCLONE FENCE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF
 CO0928'A ROUND CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 CO0928'IS FLUSH WITH THE GROUND. TO REACH FROM THE INTERSECTION OF 1.S.
 CO0928'HIGHWAY 80 AND STATE HIGHWAY 35 IN FOREST GO WEST ON U.S. HIGHWAY 80
 CO0928'FOR 1.4 MILES TO THE MARK ON THE LEFT (0.7 MILE WEST OF A RAILROAD
 CO0928'OVERPASS).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0771 ***********************************************************************
 CO0771  DESIGNATION -  E 214
 CO0771  PID         -  CO0771
 CO0771  STATE/COUNTY-  MS/NEWTON
 CO0771  USGS QUAD   -  LAKE (1982)
 CO0771
 CO0771                         *CURRENT SURVEY CONTROL
 CO0771  ___________________________________________________________________
 CO0771* NAD 83(1986)-  32 19 52.     (N)    089 16 18.     (W)     SCALED    
 CO0771* NAVD 88     -       135.955  (meters)     446.05   (feet)  ADJUSTED  
 CO0771  ___________________________________________________________________
 CO0771  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO0771  DYNAMIC HT  -         135.796 (meters)     445.52  (feet)  COMP
 CO0771  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 CO0771
 CO0771  VERT ORDER  -  FIRST     CLASS I
 CO0771
 CO0771.The horizontal coordinates were scaled from a topographic map and have
 CO0771.an estimated accuracy of +/- 6 seconds.
 CO0771
 CO0771.The orthometric height was determined by differential leveling
 CO0771.and adjusted in June 1991.
 CO0771
 CO0771.The geoid height was determined by GEOID03.
 CO0771
 CO0771.The dynamic height is computed by dividing the NAVD 88
 CO0771.geopotential number by the normal gravity value computed on the
 CO0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0771.degrees latitude (g = 980.6199 gals.).
 CO0771
 CO0771.The modeled gravity was interpolated from observed gravity values.
 CO0771
 CO0771;                    North         East    Units  Estimated Accuracy
 CO0771;SPC MS E     -   313,950.      258,730.      MT  (+/- 180 meters Scaled)
 CO0771
 CO0771                          SUPERSEDED SURVEY CONTROL
 CO0771
 CO0771  NGVD 29 (??/??/??)  135.948  (m)          446.02   (f) ADJUSTED    1 1
 CO0771
 CO0771.Superseded values are not recommended for survey control.
 CO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0771.See file dsdata.txt to determine how the superseded data were derived.
 CO0771
 CO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA861794(NAD 83)
 CO0771_MARKER: DB = BENCH MARK DISK
 CO0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0771_SP_SET: CONCRETE POST
 CO0771_STAMPING: E 214 1961
 CO0771_MARK LOGO: CGS   
 CO0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0771+STABILITY: SURFACE MOTION
 CO0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0771+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1989
 CO0771
 CO0771  HISTORY     - Date     Condition        Report By
 CO0771  HISTORY     - 1961     MONUMENTED       CGS
 CO0771  HISTORY     - 1968     GOOD             NGS
 CO0771  HISTORY     - 19890620 GOOD             MSHD
 CO0771
 CO0771                          STATION DESCRIPTION
 CO0771
 CO0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0771'3.6 MI E FROM LAKE.
 CO0771'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0771'LAKE, THENCE 3.45 MILES EAST ALONG U.S. HIGHWAY 80, 0.5 MILE EAST OF A
 CO0771'ROADSIDE PARK, 191 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31
 CO0771'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 120 1/2 FEET SOUTHEAST OF
 CO0771'A POWER POLE, 17 FEET NORTHWEST OF A CORNER FENCE POST, 2 FEET
 CO0771'NORTHEAST OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT
 CO0771'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0771'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 28, T 6N, R
 CO0771'10E.
 CO0771
 CO0771                          STATION RECOVERY (1989)
 CO0771
 CO0771'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0771'MARK IS LOCATED 3.54 KM (2.20 MI) WEST OF LAWRENCE IN THE SOUTHWEST
 CO0771'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 80 WITH A PRIVATE ROAD, 5.47 KM
 CO0771'(3.40 MI) EAST OF LAKE NEAR THE CENTER OF THE EAST SIDE OF SECTION 28,
 CO0771'T6N, R10E.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CO0771'HIGHWAY 505 IN LAWRENCE, GO WEST ON U.S. HIGHWAY 80 FOR 3.3 KM
 CO0771'(2.05 MI) TO A PRIVATE ROAD AND THE MARK ON THE LEFT.  MARK IS A
 CO0771'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 0.1 M
 CO0771'(0.3 FT) .  IT IS 57.33 M (188.1 FT) SOUTH OF THE CENTER OF HIGHWAY
 CO0771'80, 36.73 M (120.5 FT) SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 9.45
 CO0771'M (31.0 FT) WEST OF THE CENTER OF A PRIVATE ROAD, 0.52 M (1.7 FT) WEST
 CO0771'OF A 24 INCH PINE, 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST AND
 CO0771'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0855 ***********************************************************************
 BH0855  DESIGNATION -  E 215
 BH0855  PID         -  BH0855
 BH0855  STATE/COUNTY-  MS/HARRISON
 BH0855  USGS QUAD   -  GULFPORT NORTH (1994)
 BH0855
 BH0855                         *CURRENT SURVEY CONTROL
 BH0855  ___________________________________________________________________
 BH0855* NAD 83(1986)-  30 22 57.     (N)    089 02 35.     (W)     SCALED    
 BH0855* NAVD 88     -         5.782  (meters)      18.97   (feet)  ADJUSTED  
 BH0855  ___________________________________________________________________
 BH0855  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BH0855  DYNAMIC HT  -           5.775 (meters)      18.95  (feet)  COMP
 BH0855  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BH0855
 BH0855  VERT ORDER  -  FIRST     CLASS I
 BH0855
 BH0855.The horizontal coordinates were scaled from a topographic map and have
 BH0855.an estimated accuracy of +/- 6 seconds.
 BH0855
 BH0855.The orthometric height was determined by differential leveling
 BH0855.and adjusted in June 1991.
 BH0855
 BH0855.The geoid height was determined by GEOID03.
 BH0855
 BH0855.The dynamic height is computed by dividing the NAVD 88
 BH0855.geopotential number by the normal gravity value computed on the
 BH0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0855.degrees latitude (g = 980.6199 gals.).
 BH0855
 BH0855.The modeled gravity was interpolated from observed gravity values.
 BH0855
 BH0855;                    North         East    Units  Estimated Accuracy
 BH0855;SPC MS E     -    97,840.      279,840.      MT  (+/- 180 meters Scaled)
 BH0855
 BH0855                          SUPERSEDED SURVEY CONTROL
 BH0855
 BH0855  NGVD 29 (??/??/??)    5.744  (m)           18.85   (f) ADJUSTED    1 1
 BH0855
 BH0855.Superseded values are not recommended for survey control.
 BH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0855.See file dsdata.txt to determine how the superseded data were derived.
 BH0855
 BH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU036629(NAD 83)
 BH0855_MARKER: DB = BENCH MARK DISK
 BH0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0855_STAMPING: E 215 1963
 BH0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0855+STABILITY: SURFACE MOTION
 BH0855
 BH0855  HISTORY     - Date     Condition        Report By
 BH0855  HISTORY     - 1963     MONUMENTED       CGS
 BH0855  HISTORY     - 1970     GOOD             NGS
 BH0855  HISTORY     - 1976     GOOD             NGS
 BH0855  HISTORY     - 19880805 MARK NOT FOUND   USPSQD
 BH0855  HISTORY     - 20050802 MARK NOT FOUND   NGS
 BH0855
 BH0855                          STATION DESCRIPTION
 BH0855
 BH0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0855'3.25 MI E FROM GULFPORT.
 BH0855'ABOUT 3.25 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0855'THE UNION STATION AT GULFPORT, 1.0 MILE WEST OF THE POST OFFICE AT
 BH0855'MISSISSIPPI CITY, NEAR THE CROSSING OF COURTHOUSE ROAD, 0.15 MILE WEST
 BH0855'OF MILEPOST 736, 328 FEET EAST OF THE CENTER LINE OF THE ROAD, 35.5
 BH0855'FEET SOUTH OF THE SOUTH RAIL, 83 FEET WEST OF THE EXTENDED CENTER LINE
 BH0855'OF PALMETO AVENUE, 18 FEET NORTH OF THE CENTER LINE OF RAILROAD
 BH0855'STREET, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 BH0855'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 BH0855'PROJECTS 2 INCHES.  SEC 1, T 8S, R 11W.
 BH0855
 BH0855                          STATION RECOVERY (1976)
 BH0855
 BH0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0855'RECOVERED IN GOOD CONDITION.
 BH0855
 BH0855                          STATION RECOVERY (1988)
 BH0855
 BH0855'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0855'MARK NOT FOUND.
 BH0855
 BH0855                          STATION RECOVERY (2005)
 BH0855
 BH0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0203 ***********************************************************************
 BW0203  DESIGNATION -  E 22
 BW0203  PID         -  BW0203
 BW0203  STATE/COUNTY-  MS/LINCOLN
 BW0203  USGS QUAD   -  BROOKHAVEN (1972)
 BW0203
 BW0203                         *CURRENT SURVEY CONTROL
 BW0203  ___________________________________________________________________
 BW0203* NAD 83(1986)-  31 35 02.     (N)    090 27 55.     (W)     SCALED    
 BW0203* NAVD 88     -       142.17   (+/-2cm)     466.4    (feet)  VERTCON   
 BW0203  ___________________________________________________________________
 BW0203  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0203
 BW0203.The horizontal coordinates were scaled from a topographic map and have
 BW0203.an estimated accuracy of +/- 6 seconds.
 BW0203
 BW0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0203.The vertical order pertains to the NGVD 29 superseded value.
 BW0203
 BW0203.The geoid height was determined by GEOID03.
 BW0203
 BW0203;                    North         East    Units  Estimated Accuracy
 BW0203;SPC MS W     -   231,020.      687,480.      MT  (+/- 180 meters Scaled)
 BW0203
 BW0203                          SUPERSEDED SURVEY CONTROL
 BW0203
 BW0203  NGVD 29 (??/??/92)  142.167  (m)          466.43   (f) ADJ UNCH    2 0
 BW0203
 BW0203.Superseded values are not recommended for survey control.
 BW0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0203.See file dsdata.txt to determine how the superseded data were derived.
 BW0203
 BW0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ405971(NAD 83)
 BW0203_MARKER: DB = BENCH MARK DISK
 BW0203_SETTING: 0 = UNSPECIFIED SETTING
 BW0203_STAMPING: 466.426 E 22 1934
 BW0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0203
 BW0203  HISTORY     - Date     Condition        Report By
 BW0203  HISTORY     - 1934     MONUMENTED       CGS
 BW0203  HISTORY     - 1968     GOOD             MSHD
 BW0203
 BW0203                          STATION DESCRIPTION
 BW0203
 BW0203'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0203'0.95 MI SW FROM BROOKHAVEN.
 BW0203'THE MARK IS LOCATED 1.5 MILES WEST NORTHWEST OF THE APPROXIMATE CENTER
 BW0203'OF BROOKHAVEN IN THE SOUTH END OF THE WEST ABUTMENT OF MISSISSIPPI
 BW0203'CENTRAL RIALROAD BRIDGE NO. 85.6 OVER UNION CHURCH ROAD AND IS IN THE
 BW0203'SOUTHEAST 1/4 OF SECTION 11, T 7N, R 7E.  IT IS 5.5 FEET SOUTHEAST OF
 BW0203'THE SOUTHEAST RAIL, 1 FOOT BELOW THE LEVEL OF THE TRACK. NOTE-- TO
 BW0203'REACH FROM THE ENTRANCE TO THE KING DAUGHTERS HOSPITAL AT THE
 BW0203'NORTHWEST EDGE OF BROOKHAVEN GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.45
 BW0203'MILE TO THE INTERSECTION OF CONGRESS STREET. TURN RIGHT WEST AND
 BW0203'CONTINUE ON CONGRESS STREET FOR 0.4 MILE TO THE INTERSECTION OF UNION
 BW0203'CHURCH ROAD.  TURN RIGHT NORTHWEST AND CONTINUE ON UNION CHURCH ROAD
 BW0203'FOR 0.1 MILE TO A RAILROAD OVERPASS AND THE MARK ON THE LEFT AS
 BW0203'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0797 ***********************************************************************
 CO0797  CBN         -  This is a Cooperative Base Network Control Station.
 CO0797  DESIGNATION -  E 223
 CO0797  PID         -  CO0797
 CO0797  STATE/COUNTY-  MS/NEWTON
 CO0797  USGS QUAD   -  NEWTON (1982)
 CO0797
 CO0797                         *CURRENT SURVEY CONTROL
 CO0797  ___________________________________________________________________
 CO0797* NAD 83(2007)-  32 18 50.52184(N)    089 08 11.84483(W)     ADJUSTED  
 CO0797* NAVD 88     -       110.480  (meters)     362.47   (feet)  ADJUSTED  
 CO0797  ___________________________________________________________________
 CO0797  EPOCH DATE  -        2002.00
 CO0797  X           -      81,301.846 (meters)                     COMP
 CO0797  Y           -  -5,394,981.692 (meters)                     COMP
 CO0797  Z           -   3,389,956.824 (meters)                     COMP
 CO0797  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CO0797  ELLIP HEIGHT-          83.183 (meters)          (02/10/07) ADJUSTED
 CO0797  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CO0797  DYNAMIC HT  -         110.351 (meters)     362.04  (feet)  COMP
 CO0797
 CO0797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO0797  Type    PID    Designation                      North   East  Ellip
 CO0797  -------------------------------------------------------------------
 CO0797  NETWORK CO0797 E 223                             1.14   1.02   4.82
 CO0797  -------------------------------------------------------------------
 CO0797  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CO0797
 CO0797  VERT ORDER  -  FIRST     CLASS I
 CO0797
 CO0797.This mark is at James H Eason Field Airport (M23)
 CO0797
 CO0797.The horizontal coordinates were established by GPS observations
 CO0797.and adjusted by the National Geodetic Survey in February 2007.
 CO0797
 CO0797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO0797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO0797.The horizontal coordinates are valid at the epoch date displayed above.
 CO0797.The epoch date for horizontal control is a decimal equivalence
 CO0797.of Year/Month/Day.
 CO0797
 CO0797.The orthometric height was determined by differential leveling
 CO0797.and adjusted in June 1991.
 CO0797
 CO0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO0797
 CO0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0797
 CO0797.The ellipsoidal height was determined by GPS observations
 CO0797.and is referenced to NAD 83.
 CO0797
 CO0797.The geoid height was determined by GEOID03.
 CO0797
 CO0797.The dynamic height is computed by dividing the NAVD 88
 CO0797.geopotential number by the normal gravity value computed on the
 CO0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0797.degrees latitude (g = 980.6199 gals.).
 CO0797
 CO0797.The modeled gravity was interpolated from observed gravity values.
 CO0797
 CO0797;                    North         East     Units Scale Factor Converg.
 CO0797;SPC MS E     -   312,011.041   271,440.633   MT  0.99996005   -0 09 43.7
 CO0797;SPC MS E     - 1,023,656.22    890,551.48   sFT  0.99996005   -0 09 43.7
 CO0797;UTM  16      - 3,577,250.251   298,855.241   MT  1.00009896   -1 08 33.1
 CO0797
 CO0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0797!SPC MS E     -   0.99998694  x   0.99996005  =   0.99994699
 CO0797!UTM  16      -   0.99998694  x   1.00009896  =   1.00008590
 CO0797
 CO0797                          SUPERSEDED SURVEY CONTROL
 CO0797
 CO0797  ELLIP H (04/15/02)   83.182  (m)                       GP(       ) 4 2
 CO0797  NAD 83(1993)-  32 18 50.52172(N)    089 08 11.84452(W) AD(       ) B
 CO0797  ELLIP H (02/15/02)   83.180  (m)                       GP(       ) 4 1
 CO0797  NAVD 88 (02/15/02)  110.48   (m)          362.5    (f) LEVELING    3  
 CO0797  NGVD 29 (??/??/??)  110.473  (m)          362.44   (f) ADJUSTED    1 1
 CO0797
 CO0797.Superseded values are not recommended for survey control.
 CO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0797.See file dsdata.txt to determine how the superseded data were derived.
 CO0797
 CO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA9885577250(NAD 83)
 CO0797_MARKER: DB = BENCH MARK DISK
 CO0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0797_SP_SET: CONCRETE POST
 CO0797_STAMPING: E 223 1968
 CO0797_MARK LOGO: CGS   
 CO0797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CO0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0797+STABILITY: SURFACE MOTION
 CO0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0797+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2008
 CO0797
 CO0797  HISTORY     - Date     Condition        Report By
 CO0797  HISTORY     - 1968     MONUMENTED       CGS
 CO0797  HISTORY     - 19890809 GOOD             MSHD
 CO0797  HISTORY     - 20000501 GOOD             NGS
 CO0797  HISTORY     - 20080809 GOOD             JCLS
 CO0797
 CO0797                          STATION DESCRIPTION
 CO0797
 CO0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0797'4.25 MI SE FROM NEWTON.
 CO0797'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0797'STATION AT NEWTON, THENCE 0.8 MILE NORTH ALONG THE GULF, MOBILE AND
 CO0797'OHIO RAILROAD, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 80, THENCE
 CO0797'0.15 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE EAST ALONG A
 CO0797'GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD,
 CO0797'THENCE 0.45 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE SOUTH ALONG
 CO0797'A PAVED ENTRANCE ROAD TO OKEEFE AIRPORT, IN SECTION 35, T 6 N, R 11 E,
 CO0797'59 FEET WEST OF THE CENTERLINE OF THE ENTRANCE ROAD, 276 FEET
 CO0797'NORTHEAST OF THE NORTHEAST EDGE OF A PAVED RUNWAY, 241 FEET NORTHWEST
 CO0797'OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING, 34 1/2 FEET NORTHWEST
 CO0797'OF AN ENCLOSURE FOR A WATER METER, 5 FEET NORTH OF A CORNER FENCE
 CO0797'POST, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CO0797'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0797
 CO0797                          STATION RECOVERY (1989)
 CO0797
 CO0797'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0797'MARK IS LOCATED 2.74 KM (1.70 MI) EAST SOUTHEAST OF NEWTON OPPOSITE A
 CO0797'GATE AT THE ENTRANCE TO THE OKEEFE AIRPORT IN SECTION 35,K T6N, R11E.
 CO0797'TO REACH FROM THE INTERSECTION OF THE STATE HIGHWAY 15 BYPASS AND U.S.
 CO0797'HIGHWAY 80 AT THE NORTHEAST EDGE OF NEWTON, GO SOUTH ON STATE HIGHWAY
 CO0797'15 FOR 2.09 KM (1.30 MI) TO A CROSSROAD, TURN LEFT AND GO EAST ON A
 CO0797'PAVED ROAD FOR 1.13 KM (0.70 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CO0797'GO SOUTH ON A PAVED ROAD FOR 0.16 KM (0.10 MI) TO A GATE AND THE MARK
 CO0797'ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CO0797'CONCRETE POST 0.15 M (0.5 FT) BELOW THE GROUND.  IT IS 84.12 M
 CO0797'(276.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF A PAVED RUNWAY, 74.07 M
 CO0797'(243.0 FT) WEST OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING USED
 CO0797'AS A PILOTS LOUNGE, 59.28 M (194.5 FT) WEST OF A POWER POLE WITH A
 CO0797'TRANSFORMER, GUY WIRES AND A LAMP, 41.61 M (136.5 FT) SOUTH OF A POWER
 CO0797'POLE WITH A LAMP, 17.07 M (56.0 FT) SOUTHWEST OF THE CENTER OF THE
 CO0797'ENTRANCE ROAD, 15.85 M (52.0 FT) WEST OF THE SOUTHWEST GATE POST,
 CO0797'10.61 M (34.8 FT) NORTHWEST OF THE ENTER OF A WATER METER AND 0.3 M
 CO0797'(1.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 CO0797
 CO0797                          STATION RECOVERY (2000)
 CO0797
 CO0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO0797'RECOVERED AS DESCRIBED.
 CO0797
 CO0797                          STATION RECOVERY (2008)
 CO0797
 CO0797'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 CO0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0903 ***********************************************************************
 CO0903  DESIGNATION -  E 224
 CO0903  PID         -  CO0903
 CO0903  STATE/COUNTY-  MS/SCOTT
 CO0903  USGS QUAD   -  MORTON (1982)
 CO0903
 CO0903                         *CURRENT SURVEY CONTROL
 CO0903  ___________________________________________________________________
 CO0903* NAD 83(1986)-  32 19 43.     (N)    089 43 06.     (W)     SCALED    
 CO0903* NAVD 88     -       116.124  (meters)     380.98   (feet)  ADJUSTED  
 CO0903  ___________________________________________________________________
 CO0903  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CO0903  DYNAMIC HT  -         115.987 (meters)     380.53  (feet)  COMP
 CO0903  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 CO0903
 CO0903  VERT ORDER  -  FIRST     CLASS I
 CO0903
 CO0903.The horizontal coordinates were scaled from a topographic map and have
 CO0903.an estimated accuracy of +/- 6 seconds.
 CO0903
 CO0903.The orthometric height was determined by differential leveling
 CO0903.and adjusted in June 1991.
 CO0903
 CO0903.The geoid height was determined by GEOID03.
 CO0903
 CO0903.The dynamic height is computed by dividing the NAVD 88
 CO0903.geopotential number by the normal gravity value computed on the
 CO0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0903.degrees latitude (g = 980.6199 gals.).
 CO0903
 CO0903.The modeled gravity was interpolated from observed gravity values.
 CO0903
 CO0903;                    North         East    Units  Estimated Accuracy
 CO0903;SPC MS E     -   313,930.      216,680.      MT  (+/- 180 meters Scaled)
 CO0903
 CO0903                          SUPERSEDED SURVEY CONTROL
 CO0903
 CO0903  NGVD 29 (??/??/??)  116.122  (m)          380.98   (f) ADJUSTED    1 1
 CO0903
 CO0903.Superseded values are not recommended for survey control.
 CO0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0903.See file dsdata.txt to determine how the superseded data were derived.
 CO0903
 CO0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA441801(NAD 83)
 CO0903_MARKER: DB = BENCH MARK DISK
 CO0903_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO0903_SP_SET: 43 FT
 CO0903_STAMPING: E 224 1968
 CO0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0903
 CO0903  HISTORY     - Date     Condition        Report By
 CO0903  HISTORY     - 1968     MONUMENTED       CGS
 CO0903  HISTORY     - 1977     GOOD             MSHD
 CO0903
 CO0903                          STATION DESCRIPTION
 CO0903
 CO0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0903'4.05 MI SW FROM MORTON.
 CO0903'ABOUT 4.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS
 CO0903'CENTRAL RAILROAD STATION AT MORTON, OR ABOUT 5.0 MILES EAST ALONG U.S.
 CO0903'HIGHWAY 80 FROM THE CITY HALL AT PELAHATCHIE, 0.35 MILE EAST OF MR.
 CO0903'PAUL EVERETTES STORE AND SERVICE STATION, 0.3 MILE EAST OF THE CHOCTAW
 CO0903'TREATY LINE OF 1820, 85 YARDS SOUTH AND ACROSS THE HIGHWAY FROM A
 CO0903'FRAME HOUSE, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 160 FEET
 CO0903'SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 27, 10 FEET
 CO0903'WEST OF A 14-INCH PINE TREE, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 CO0903'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 CO0903'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 43 FEET AND IS
 CO0903'ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE
 CO0903'SURFACE OF THE GROUND.
 CO0903
 CO0903                          STATION RECOVERY (1977)
 CO0903
 CO0903'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0903'THE MARK IS LOCATED 4.2 MILES SOUTHWEST OF MORTON ON THE SOUTH RIGHT
 CO0903'OF WAY OF U.S. HIGHWAY 80, 5.25 MILES EAST OF PELAHATCHIE, 2.2 MILES
 CO0903'EAST OF THE U.S. HIGHWAY 80 BRIDGE OVER THE I.C.G. RAILROAD TRACK,
 CO0903'0.7 MILE EAST OF THE SCOTT-RANKIN COUNTY LINE IN THE SOUTHEAST 1/4 OF
 CO0903'SECTION 30, T 6 N, R 6 E. IT IS 158 FEET SOUTHEAST OF UTILITY POLE
 CO0903'NO. 56, 136.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHICKEN
 CO0903'HOUSE NEAREST THE HIGHWAY, 71 FEET EAST OF THE PROJECTED PLANE OF THE
 CO0903'EAST WALL OF THE CHICHEN HOUSE, 50 FEET SOUTH OF THE CENTER OF
 CO0903'HIGHWAY 80, 9 FEET WEST OF A 12 INCH OAK, 1.5 FEET SOUTH OF A METAL
 CO0903'WITNESS POST ABOUT LEVEL WITH THE HIGHWAY. IT IS A DISK CRIMPED ON
 CO0903'TOP OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 43
 CO0903'FEET AND IS ENCASED IN A 6 INCH CAST IRON PIPE WHICH PROJECTS 8
 CO0903'INCHES. TO REACH FROM THE FRIST BAPTIST CHURCH IN MORTON GO WEST ON
 CO0903'U.S. HIGHWAY 80 FOR 0.8 MILE TO THE INTERSECTION OF STATE HIGHWAY 13.
 CO0903'CONTINUE WEST ON U.S. HIGHWAY 80 FOR 3.3 MILES TO THE MARK ON THE
 CO0903'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0765 ***********************************************************************
 CP0765  DESIGNATION -  E 225
 CP0765  PID         -  CP0765
 CP0765  STATE/COUNTY-  MS/HINDS
 CP0765  USGS QUAD   -  EDWARDS (1972)
 CP0765
 CP0765                         *CURRENT SURVEY CONTROL
 CP0765  ___________________________________________________________________
 CP0765* NAD 83(1986)-  32 20 24.     (N)    090 35 46.     (W)     SCALED    
 CP0765* NAVD 88     -        82.458  (meters)     270.53   (feet)  ADJUSTED  
 CP0765  ___________________________________________________________________
 CP0765  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0765  DYNAMIC HT  -          82.363 (meters)     270.22  (feet)  COMP
 CP0765  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CP0765
 CP0765  VERT ORDER  -  FIRST     CLASS I
 CP0765
 CP0765.The horizontal coordinates were scaled from a topographic map and have
 CP0765.an estimated accuracy of +/- 6 seconds.
 CP0765
 CP0765.The orthometric height was determined by differential leveling
 CP0765.and adjusted in July 1994.
 CP0765
 CP0765.The geoid height was determined by GEOID03.
 CP0765
 CP0765.The dynamic height is computed by dividing the NAVD 88
 CP0765.geopotential number by the normal gravity value computed on the
 CP0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0765.degrees latitude (g = 980.6199 gals.).
 CP0765
 CP0765.The modeled gravity was interpolated from observed gravity values.
 CP0765
 CP0765;                    North         East    Units  Estimated Accuracy
 CP0765;SPC MS W     -   314,880.      675,260.      MT  (+/- 180 meters Scaled)
 CP0765
 CP0765                          SUPERSEDED SURVEY CONTROL
 CP0765
 CP0765  NAVD 88 (06/15/91)   82.461  (m)          270.54   (f) UNKNOWN     1 1
 CP0765  NGVD 29 (??/??/??)   82.486  (m)          270.62   (f) ADJUSTED    1 1
 CP0765
 CP0765.Superseded values are not recommended for survey control.
 CP0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0765.See file dsdata.txt to determine how the superseded data were derived.
 CP0765
 CP0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR262806(NAD 83)
 CP0765_MARKER: DB = BENCH MARK DISK
 CP0765_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP0765_SP_SET: WALKWAY
 CP0765_STAMPING: E 225 1968
 CP0765_MARK LOGO: CGS   
 CP0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0765+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0765
 CP0765  HISTORY     - Date     Condition        Report By
 CP0765  HISTORY     - 1968     MONUMENTED       CGS
 CP0765  HISTORY     - 1977     GOOD             MSHD
 CP0765  HISTORY     - 19920204 GOOD             NGS
 CP0765
 CP0765                          STATION DESCRIPTION
 CP0765
 CP0765'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0765'0.8 MI NE FROM EDWARDS.
 CP0765'THE MARK IS LOCATED 0.8 MILE NORTHEAST OF EDWARDS, 0.1 MILE NORTH OF
 CP0765'THE JUNCTION OF STATE HIGHWAY 22 AND OLD U.S. HIGHWAY 80 NEAR THE
 CP0765'SOUTH END OF THE CONCRETE BASE FOR THE WEST RAIL OF THE STATE HIGHWAY
 CP0765'22 BRIDGE OVER I-20 IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 CP0765'SECTION 27, T 6N, R 4W.
 CP0765
 CP0765                          STATION RECOVERY (1992)
 CP0765
 CP0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0765'22.3 KM (13.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0765'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), IN TOP OF AND 0.7
 CP0765'M (2.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 CP0765'WALKWAY OF STATE HIGHWAY 22 OVERPASS OF THE HIGHWAY, 22.7 M
 CP0765'(74.5 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 CP0765'INTERSTATE HIGHWAY, 4.1 M (13.5 FT) NORTHWEST OF THE CENTERLINE OF
 CP0765'THE STATE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0205 ***********************************************************************
 EH0205  DESIGNATION -  E 226
 EH0205  PID         -  EH0205
 EH0205  STATE/COUNTY-  MS/DE SOTO
 EH0205  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0205
 EH0205                         *CURRENT SURVEY CONTROL
 EH0205  ___________________________________________________________________
 EH0205* NAD 83(1986)-  34 51 54.     (N)    090 18 28.     (W)     SCALED    
 EH0205* NAVD 88     -        62.914  (meters)     206.41   (feet)  ADJUSTED  
 EH0205  ___________________________________________________________________
 EH0205  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EH0205  DYNAMIC HT  -          62.855 (meters)     206.22  (feet)  COMP
 EH0205  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 EH0205
 EH0205  VERT ORDER  -  FIRST     CLASS II
 EH0205
 EH0205.The horizontal coordinates were scaled from a topographic map and have
 EH0205.an estimated accuracy of +/- 6 seconds.
 EH0205
 EH0205.The orthometric height was determined by differential leveling
 EH0205.and adjusted in June 1991.
 EH0205
 EH0205.The geoid height was determined by GEOID03.
 EH0205
 EH0205.The dynamic height is computed by dividing the NAVD 88
 EH0205.geopotential number by the normal gravity value computed on the
 EH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0205.degrees latitude (g = 980.6199 gals.).
 EH0205
 EH0205.The modeled gravity was interpolated from observed gravity values.
 EH0205
 EH0205;                    North         East    Units  Estimated Accuracy
 EH0205;SPC MS W     -   594,900.      702,340.      MT  (+/- 180 meters Scaled)
 EH0205
 EH0205                          SUPERSEDED SURVEY CONTROL
 EH0205
 EH0205  NGVD 29 (??/??/??)   62.934  (m)          206.48   (f) ADJUSTED    1 2
 EH0205
 EH0205.Superseded values are not recommended for survey control.
 EH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0205.See file dsdata.txt to determine how the superseded data were derived.
 EH0205
 EH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU461613(NAD 83)
 EH0205_MARKER: DB = BENCH MARK DISK
 EH0205_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0205_SP_SET: 104 FEET
 EH0205_STAMPING: E 226 1976
 EH0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0205
 EH0205  HISTORY     - Date     Condition        Report By
 EH0205  HISTORY     - 1976     MONUMENTED       NGS
 EH0205
 EH0205                          STATION DESCRIPTION
 EH0205
 EH0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0205'1.9 MI W FROM PENTON.
 EH0205'0.95 MILE NORTHWEST ALONG A DIRT ROAD, LEADING ACROSS THE LEVEE AND
 EH0205'THROUGH A PLOWED FIELD, FROM A RAILROAD CROSSING AT PENTON, THENCE
 EH0205'0.95 MILE SOUTHWEST ALONG A DIRT ROAD AT THE EDGE OF THE FIELD, 57.4
 EH0205'FEET NORTH AND ACROSS THE ROAD FROM A LARGE LONE COTTONWOOD TREE, 17
 EH0205'FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, AND 14 NORTHEAST
 EH0205'OF THE CENTER OF A SHARP CURVE IN THE ROAD.  A DISK ON TOP OF A
 EH0205'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 EH0205'PROJECTING +0 INCHES.  ABOUT LEVEL WITH GROUND 1 FOOT SOUTHEAST OF A
 EH0205'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0768 ***********************************************************************
 EH0768  DESIGNATION -  E 227
 EH0768  PID         -  EH0768
 EH0768  STATE/COUNTY-  MS/BOLIVAR
 EH0768  USGS QUAD   -  LACONIA (1982)
 EH0768
 EH0768                         *CURRENT SURVEY CONTROL
 EH0768  ___________________________________________________________________
 EH0768* NAD 83(1986)-  34 06 55.     (N)    090 53 01.     (W)     SCALED    
 EH0768* NAVD 88     -        49.593  (meters)     162.71   (feet)  ADJUSTED  
 EH0768  ___________________________________________________________________
 EH0768  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0768  DYNAMIC HT  -          49.544 (meters)     162.55  (feet)  COMP
 EH0768  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 EH0768
 EH0768  VERT ORDER  -  FIRST     CLASS II
 EH0768
 EH0768.The horizontal coordinates were scaled from a topographic map and have
 EH0768.an estimated accuracy of +/- 6 seconds.
 EH0768
 EH0768.The orthometric height was determined by differential leveling
 EH0768.and adjusted in June 1991.
 EH0768
 EH0768.The geoid height was determined by GEOID03.
 EH0768
 EH0768.The dynamic height is computed by dividing the NAVD 88
 EH0768.geopotential number by the normal gravity value computed on the
 EH0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0768.degrees latitude (g = 980.6199 gals.).
 EH0768
 EH0768.The modeled gravity was interpolated from observed gravity values.
 EH0768
 EH0768;                    North         East    Units  Estimated Accuracy
 EH0768;SPC MS W     -   511,870.      649,230.      MT  (+/- 180 meters Scaled)
 EH0768
 EH0768                          SUPERSEDED SURVEY CONTROL
 EH0768
 EH0768  NGVD 29 (??/??/??)   49.649  (m)          162.89   (f) ADJUSTED    1 2
 EH0768
 EH0768.Superseded values are not recommended for survey control.
 EH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0768.See file dsdata.txt to determine how the superseded data were derived.
 EH0768
 EH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT951769(NAD 83)
 EH0768_MARKER: DB = BENCH MARK DISK
 EH0768_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0768+WITH SETTING: INTO GROUND
 EH0768_STAMPING: E 227 1976
 EH0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0768+STABILITY: SURFACE MOTION
 EH0768
 EH0768  HISTORY     - Date     Condition        Report By
 EH0768  HISTORY     - 1976     MONUMENTED       NGS
 EH0768  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0768
 EH0768                          STATION DESCRIPTION
 EH0768
 EH0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0768'7.85 MI SW FROM RENA LARA.
 EH0768'4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST CHURCH AT
 EH0768'RENA LARA, THENCE 2.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD TO
 EH0768'THE LEVEE, THENCE 1.1 MILES SOUTH ALONG THE LEVEE, THENCE 0.2 MILE
 EH0768'SOUTHWEST ALONG A GRAVEL ROAD TO THE ENTRANCE OF THE PUSHMATAHA
 EH0768'PLANTATION, 18 FEET EAST OF THE CENTER OF A LARGE METAL GATE, 58 FEET
 EH0768'SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 36 FEET NORTHWEST OF THE
 EH0768'NORTH END OF A HUGE PROPAN GAS TANK, 2 FEET NORTH OF A FENCE, AND 43
 EH0768'FEET EAST OF THE CENTER OF THE ROAD AND CATTLE GUARD.  A DISK ON TOP
 EH0768'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE
 EH0768'PROJECTING +0 INCHES. ABOUT LEVEL WITH GROUND 1 FOOT NORTHWEST OF A
 EH0768'WITNESS POST.
 EH0768
 EH0768                          STATION RECOVERY (1985)
 EH0768
 EH0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0768'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0971 ***********************************************************************
 BV0971  DESIGNATION -  E 23
 BV0971  PID         -  BV0971
 BV0971  STATE/COUNTY-  MS/SIMPSON
 BV0971  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0971
 BV0971                         *CURRENT SURVEY CONTROL
 BV0971  ___________________________________________________________________
 BV0971* NAD 83(1986)-  31 50 33.     (N)    089 42 05.     (W)     SCALED    
 BV0971* NAVD 88     -       110.83   (+/-2cm)     363.6    (feet)  VERTCON   
 BV0971  ___________________________________________________________________
 BV0971  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BV0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0971
 BV0971.The horizontal coordinates were scaled from a topographic map and have
 BV0971.an estimated accuracy of +/- 6 seconds.
 BV0971
 BV0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0971.The vertical order pertains to the NGVD 29 superseded value.
 BV0971
 BV0971.The geoid height was determined by GEOID03.
 BV0971
 BV0971;                    North         East    Units  Estimated Accuracy
 BV0971;SPC MS W     -   259,860.      759,810.      MT  (+/- 180 meters Scaled)
 BV0971
 BV0971                          SUPERSEDED SURVEY CONTROL
 BV0971
 BV0971  NGVD 29 (??/??/92)  110.832  (m)          363.62   (f) ADJ UNCH    2 0
 BV0971
 BV0971.Superseded values are not recommended for survey control.
 BV0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0971.See file dsdata.txt to determine how the superseded data were derived.
 BV0971
 BV0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA443261(NAD 83)
 BV0971_MARKER: DB = BENCH MARK DISK
 BV0971_SETTING: 0 = UNSPECIFIED SETTING
 BV0971_STAMPING: 363.621 E 23 1934
 BV0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0971
 BV0971  HISTORY     - Date     Condition        Report By
 BV0971  HISTORY     - 1934     MONUMENTED       CGS
 BV0971  HISTORY     - 1967     GOOD             MSHD
 BV0971
 BV0971                          STATION DESCRIPTION
 BV0971
 BV0971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0971'3.4 MI SE FROM MAGEE.
 BV0971'THE MARK IS LOCATED 3.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL
 BV0971'RAILROAD TRACK IN THE SOUTHWEST ANGLE OF A ROAD CROSSING, AND IS IN
 BV0971'THE SOUTHWEST 1/4 OF SECTION 10, T 10N, R 17W.  IT IS 39 FEET WEST
 BV0971'SOUTHWEST OF THE CENTER OF THE CROSSING, 14 FEET SOUTHWEST OF THE
 BV0971'SOUTHWEST RAIL, 18 FEET NORTHEAST OF TELEPHONE POLE NO. 1657, 57 FEET
 BV0971'SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD TRESTLE AND 1 FOOT
 BV0971'EAST OF A METAL WITNESS POST.  TO REACH FROM THE U.S. POST OFFICE IN
 BV0971'MAGEE GO SOUTH ON MAIN AVENUE FOR 0.15 MILE TO THE INTERSECTION OF OLD
 BV0971'U.S. HIGHWAY 49.  TURN LEFT (SOUTHEAST) AND CONTINUE ON OLD U.S.
 BV0971'HIGHWAY 49 FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 BV0971'SOUTHEAST ON MISSISSIPPI HIGHWAY 28 FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 BV0971'TURN RIGHT SOUTH-(SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.55
 BV0971'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST ON A
 BV0971'BLACKTOP ROAD FOR 0.35 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL
 BV0971'RAILROAD TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0324 ***********************************************************************
 BH0324  DESIGNATION -  E 234
 BH0324  PID         -  BH0324
 BH0324  STATE/COUNTY-  MS/JACKSON
 BH0324  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0324
 BH0324                         *CURRENT SURVEY CONTROL
 BH0324  ___________________________________________________________________
 BH0324* NAD 83(1986)-  30 20 39.     (N)    088 32 10.     (W)     SCALED    
 BH0324* NAVD 88     -         1.402  (meters)       4.60   (feet)  ADJUSTED  
 BH0324  ___________________________________________________________________
 BH0324  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH0324  DYNAMIC HT  -           1.400 (meters)       4.59  (feet)  COMP
 BH0324  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 BH0324
 BH0324  VERT ORDER  -  FIRST     CLASS I
 BH0324
 BH0324.The horizontal coordinates were scaled from a topographic map and have
 BH0324.an estimated accuracy of +/- 6 seconds.
 BH0324
 BH0324.The orthometric height was determined by differential leveling
 BH0324.and adjusted in June 1991.
 BH0324
 BH0324.The geoid height was determined by GEOID03.
 BH0324
 BH0324.The dynamic height is computed by dividing the NAVD 88
 BH0324.geopotential number by the normal gravity value computed on the
 BH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0324.degrees latitude (g = 980.6199 gals.).
 BH0324
 BH0324.The modeled gravity was interpolated from observed gravity values.
 BH0324
 BH0324;                    North         East    Units  Estimated Accuracy
 BH0324;SPC MS E     -    93,610.      328,580.      MT  (+/- 180 meters Scaled)
 BH0324
 BH0324                          SUPERSEDED SURVEY CONTROL
 BH0324
 BH0324  NGVD 29 (??/??/??)    1.360  (m)            4.46   (f) ADJUSTED    1 1
 BH0324
 BH0324.Superseded values are not recommended for survey control.
 BH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0324.See file dsdata.txt to determine how the superseded data were derived.
 BH0324
 BH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU523579(NAD 83)
 BH0324_MARKER: DB = BENCH MARK DISK
 BH0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0324_SP_SET: CULVERT
 BH0324_STAMPING: E 234 1968
 BH0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0324+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 BH0324
 BH0324  HISTORY     - Date     Condition        Report By
 BH0324  HISTORY     - 1968     MONUMENTED       CGS
 BH0324  HISTORY     - 20030503 GOOD             USPSQD
 BH0324  HISTORY     - 20050423 GOOD             GEOCAC
 BH0324  HISTORY     - 20060507 GOOD             GEOCAC
 BH0324  HISTORY     - 20081111 GOOD             JCLS
 BH0324
 BH0324                          STATION DESCRIPTION
 BH0324
 BH0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0324'IN PASCAGOULA.
 BH0324'AT PASCAGOULA, ABOUT 1.65 MILES SOUTH ALONG SOUTH MARKET STREET FROM
 BH0324'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, THENCE ABOUT
 BH0324'0.7 MILE EAST ALONG EAST BEACH BOULEVARD, 135 FEET NORTHEAST OF THE
 BH0324'CENTER OF THE JUNCTION OF SOUTH OLIVER DRIVE, 23 FEET NORTH OF THE
 BH0324'CENTER LINE OF THE BOULEVARD, SET IN TOP OF THE NORTH HEAD WALL FOR A
 BH0324'8-FOOT CONCRETE BOX CULVERT, 2.5 FEET WEST OF THE EAST END OF THE HEAD
 BH0324'WALL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE BOULEVARD.
 BH0324
 BH0324                          STATION RECOVERY (2003)
 BH0324
 BH0324'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0324'SHOULD READ 23 FEET SOUTH OF THE CENTER LINE OF THE BLVD., AND SET IN
 BH0324'THE TOP OF THE SOUTH HEAD WALL FOR A 8- FOOT CONCRETE BOX CULVERT. IN
 BH0324'BOTH CASES SOUTH INSTEAD OF NORTH
 BH0324
 BH0324                          STATION RECOVERY (2005)
 BH0324
 BH0324'RECOVERY NOTE BY GEOCACHING 2005 (JKS)
 BH0324'RECOVERED IN THE TOP OF THE SOUTH-EAST ABBUTMENT IN GOOD CONDITION BUT
 BH0324'IS CLEARLY STAMPED E234 RESET 2000. JKS
 BH0324
 BH0324                          STATION RECOVERY (2006)
 BH0324
 BH0324'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 BH0324'ALTHOUGH THE BRIDGE HERE WAS DESTROYED, THE ABUTTMENT AND DISK WERE
 BH0324'SPARED AND UNHARMED BY KATRINA. FOUND IN GOOD CONDITION. SUBMITTED BY
 BH0324'J.K. SNYDER
 BH0324
 BH0324                          STATION RECOVERY (2008)
 BH0324
 BH0324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BH0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0229 ***********************************************************************
 BW0229  DESIGNATION -  E 235
 BW0229  PID         -  BW0229
 BW0229  STATE/COUNTY-  MS/PIKE
 BW0229  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0229
 BW0229                         *CURRENT SURVEY CONTROL
 BW0229  ___________________________________________________________________
 BW0229* NAD 83(1986)-  31 12 15.     (N)    090 26 52.     (W)     SCALED    
 BW0229* NAVD 88     -       110.296  (meters)     361.86   (feet)  ADJUSTED  
 BW0229  ___________________________________________________________________
 BW0229  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BW0229  DYNAMIC HT  -         110.157 (meters)     361.41  (feet)  COMP
 BW0229  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BW0229
 BW0229  VERT ORDER  -  FIRST     CLASS I
 BW0229
 BW0229.The horizontal coordinates were scaled from a topographic map and have
 BW0229.an estimated accuracy of +/- 6 seconds.
 BW0229
 BW0229.The orthometric height was determined by differential leveling
 BW0229.and adjusted in February 1994.
 BW0229
 BW0229.The geoid height was determined by GEOID03.
 BW0229
 BW0229.The dynamic height is computed by dividing the NAVD 88
 BW0229.geopotential number by the normal gravity value computed on the
 BW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0229.degrees latitude (g = 980.6199 gals.).
 BW0229
 BW0229.The modeled gravity was interpolated from observed gravity values.
 BW0229
 BW0229;                    North         East    Units  Estimated Accuracy
 BW0229;SPC MS W     -   188,920.      689,090.      MT  (+/- 180 meters Scaled)
 BW0229
 BW0229                          SUPERSEDED SURVEY CONTROL
 BW0229
 BW0229  NAVD 88 (06/15/91)  110.330  (m)          361.97   (f) UNKNOWN     1 1
 BW0229  NGVD 29 (??/??/??)  110.320  (m)          361.94   (f) ADJUSTED    1 1
 BW0229
 BW0229.Superseded values are not recommended for survey control.
 BW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0229.See file dsdata.txt to determine how the superseded data were derived.
 BW0229
 BW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ431550(NAD 83)
 BW0229_MARKER: DB = BENCH MARK DISK
 BW0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0229_SP_SET: CONCRETE POST
 BW0229_STAMPING: E 235 1969
 BW0229_MARK LOGO: CGS   
 BW0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0229+STABILITY: SURFACE MOTION
 BW0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0229+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0229
 BW0229  HISTORY     - Date     Condition        Report By
 BW0229  HISTORY     - 1969     MONUMENTED       CGS
 BW0229  HISTORY     - 19920714 GOOD             NGS
 BW0229
 BW0229                          STATION DESCRIPTION
 BW0229
 BW0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0229'2.8 MI S FROM MCCOMB.
 BW0229'ABOUT 2.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0229'STATION AT MCCOMB, 0.95 MILE NORTH OF A BLACK TOP ROAD CROSSING AT
 BW0229'FERNWOOD, 0.3 MILE NORTH OF MILEPOST 810, NEAR A BLACK TOP ROAD
 BW0229'CROSSING AND IN LINE WITH A ROW OF POWER POLES, 234 FEET NORTHWEST OF
 BW0229'THE CENTER OF THE CROSSING OF THE MAIN TRACK, 136 FEET NORTHEAST OF
 BW0229'THE CENTER LINE OF THE BLACK TOP ROAD, 82.2 FEET WEST OF AND ACROSS
 BW0229'THREE SIDE TRACKS FROM THE WEST RAIL OF THE MAIN TRACK, 1 FOOT EAST OF
 BW0229'A FENCE, 206 FEET NORTHWEST OF BENCH MARK L 7 DESCRIBED, 2 FEET SOUTH
 BW0229'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET
 BW0229'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 BW0229'THE GROUND.
 BW0229
 BW0229                          STATION RECOVERY (1992)
 BW0229
 BW0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0229'3.2 KM (2.00 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0229'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, 0.5 KM (0.30 MI) NORTH OF
 BW0229'MILEPOST 810, 41.4 M (135.8 FT) NORTH OF THE CENTER OF A PAVED ROAD,
 BW0229'15.4 M (50.5 FT) SOUTHWEST OF THE NEAR RAIL, 0.9 M (3.0 FT) ABOVE THE
 BW0229'LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.5 M
 BW0229'(1.6 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, AND THE
 BW0229'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0919 ***********************************************************************
 BH0919  DESIGNATION -  E 236
 BH0919  PID         -  BH0919
 BH0919  STATE/COUNTY-  MS/HARRISON
 BH0919  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0919
 BH0919                         *CURRENT SURVEY CONTROL
 BH0919  ___________________________________________________________________
 BH0919* NAD 83(1986)-  30 18 49.     (N)    089 15 51.     (W)     SCALED    
 BH0919* NAVD 88     -         2.600  (meters)       8.53   (feet)  ADJUSTED  
 BH0919  ___________________________________________________________________
 BH0919  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BH0919  DYNAMIC HT  -           2.596 (meters)       8.52  (feet)  COMP
 BH0919  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BH0919
 BH0919  VERT ORDER  -  FIRST     CLASS I
 BH0919
 BH0919.The horizontal coordinates were scaled from a topographic map and have
 BH0919.an estimated accuracy of +/- 6 seconds.
 BH0919
 BH0919.The orthometric height was determined by differential leveling
 BH0919.and adjusted in June 1991.
 BH0919
 BH0919.The geoid height was determined by GEOID03.
 BH0919
 BH0919.The dynamic height is computed by dividing the NAVD 88
 BH0919.geopotential number by the normal gravity value computed on the
 BH0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0919.degrees latitude (g = 980.6199 gals.).
 BH0919
 BH0919.The modeled gravity was interpolated from observed gravity values.
 BH0919
 BH0919;                    North         East    Units  Estimated Accuracy
 BH0919;SPC MS E     -    90,260.      258,560.      MT  (+/- 180 meters Scaled)
 BH0919
 BH0919                          SUPERSEDED SURVEY CONTROL
 BH0919
 BH0919  NGVD 29 (??/??/??)    2.559  (m)            8.40   (f) ADJUSTED    1 1
 BH0919
 BH0919.Superseded values are not recommended for survey control.
 BH0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0919.See file dsdata.txt to determine how the superseded data were derived.
 BH0919
 BH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU822557(NAD 83)
 BH0919_MARKER: DB = BENCH MARK DISK
 BH0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0919_SP_SET: CONCRETE CASING
 BH0919_STAMPING: E 236 1970
 BH0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0919
 BH0919  HISTORY     - Date     Condition        Report By
 BH0919  HISTORY     - 1970     MONUMENTED       NGS
 BH0919  HISTORY     - 1976     GOOD             NGS
 BH0919  HISTORY     - 20050718 MARK NOT FOUND   NGS
 BH0919
 BH0919                          STATION DESCRIPTION
 BH0919
 BH0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0919'1.2 MI W FROM PASS CHRISTIAN.
 BH0919'ABOUT 1.2 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0919'THE CROSSING OF DAVIS AVENUE AT PASS CHRISTIAN, NEAR THE CROSSING OF
 BH0919'MAGNOLIA AVENUE, 196 YARDS WEST OF MILEPOST 750, 118 FEET NORTHWEST
 BH0919'AND ACROSS A PAVED ROAD FROM THE NORTHEAST RAIL, SET IN THE TOP OF THE
 BH0919'WEST SIDE OF A 19-FOOT CONCRETE CASING AROUND TWO PUMPS, 341 FEET
 BH0919'NORTH AND ACROSS THE PAVED ROAD FROM THE CENTER OF THE CROSSING OF THE
 BH0919'AVENUE, 53 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 BH0919'FEET BELOW THE LEVEL OF THE TRACK.  SECTION 26, T 8S, R 13W.
 BH0919
 BH0919                          STATION RECOVERY (1976)
 BH0919
 BH0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0919'RECOVERED IN GOOD CONDITION.
 BH0919
 BH0919                          STATION RECOVERY (2005)
 BH0919
 BH0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1262 ***********************************************************************
 DK1262  DESIGNATION -  E 237
 DK1262  PID         -  DK1262
 DK1262  STATE/COUNTY-  MS/WASHINGTON
 DK1262  USGS QUAD   -  GLEN ALLAN (1970)
 DK1262
 DK1262                         *CURRENT SURVEY CONTROL
 DK1262  ___________________________________________________________________
 DK1262* NAD 83(1986)-  33 02 52.     (N)    091 00 36.     (W)     SCALED    
 DK1262* NAVD 88     -        32.832  (meters)     107.72   (feet)  ADJUSTED  
 DK1262  ___________________________________________________________________
 DK1262  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DK1262  DYNAMIC HT  -          32.797 (meters)     107.60  (feet)  COMP
 DK1262  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DK1262
 DK1262  VERT ORDER  -  FIRST     CLASS I
 DK1262
 DK1262.The horizontal coordinates were scaled from a topographic map and have
 DK1262.an estimated accuracy of +/- 6 seconds.
 DK1262
 DK1262.The orthometric height was determined by differential leveling
 DK1262.and adjusted in June 1991.
 DK1262
 DK1262.The geoid height was determined by GEOID03.
 DK1262
 DK1262.The dynamic height is computed by dividing the NAVD 88
 DK1262.geopotential number by the normal gravity value computed on the
 DK1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1262.degrees latitude (g = 980.6199 gals.).
 DK1262
 DK1262.The modeled gravity was interpolated from observed gravity values.
 DK1262
 DK1262;                    North         East    Units  Estimated Accuracy
 DK1262;SPC MS W     -   393,540.      636,800.      MT  (+/- 180 meters Scaled)
 DK1262
 DK1262                          SUPERSEDED SURVEY CONTROL
 DK1262
 DK1262  NGVD 29 (??/??/??)   32.867  (m)          107.83   (f) ADJUSTED    1 1
 DK1262
 DK1262.Superseded values are not recommended for survey control.
 DK1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1262.See file dsdata.txt to determine how the superseded data were derived.
 DK1262
 DK1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS858583(NAD 83)
 DK1262_MARKER: DB = BENCH MARK DISK
 DK1262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1262_SP_SET: 48 FEET
 DK1262_STAMPING: E 237 1973
 DK1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1262
 DK1262  HISTORY     - Date     Condition        Report By
 DK1262  HISTORY     - 1973     MONUMENTED       NGS
 DK1262  HISTORY     - 1974     GOOD             NGS
 DK1262  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1262
 DK1262                          STATION DESCRIPTION
 DK1262
 DK1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1262'5.2 MI NW FROM GRACE.
 DK1262'ABOUT 0.45 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 DK1262'AND STORE AT GRACE, THENCE 4.75 MILES NORTHWEST ALONG STATE HIGHWAY 1,
 DK1262'1.25 MILES NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 436 AND
 DK1262'HAMPTON STORE, 196 FEET EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY
 DK1262'1, 103 FEET NORTH OF THE CENTER LINE OF AN ASPHALT ROAD LEADING
 DK1262'NORTHEAST TO THE YAZOO NATIONAL WILDLIFE REFUGE, 31 FEET NORTHEAST OF
 DK1262'THE NORTHEAST CORNER OF STRANGERS HOME CHURCH (FRAME BUILDING), IN THE
 DK1262'SOUTHEAST CORNER OF A ROADSIDE PARK, 35 FEET SOUTHEAST OF A 14-INCH
 DK1262'OAK TREE, 15 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 DK1262'POST, 3 1/2 FEET BELOW LEVEL OF THE HIGHWAY, AND SET ON TOP OF A
 DK1262'COPPER COATED STEEL ROD, 1-INCH ABOVE LEVEL OF THE GROUND, PROTECTED
 DK1262'IN A 4-INCH IRON PIPE PROJECTING 4-INCHES.  THE ROD WAS DRIVEN TO A
 DK1262'DEPTH OF 48 FEET.  SECTION 6, T 14N, R 8W.
 DK1262
 DK1262                          STATION RECOVERY (1992)
 DK1262
 DK1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1262'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9102 ***********************************************************************
 AA9102  DESIGNATION -  E 238 RESET
 AA9102  PID         -  AA9102
 AA9102  STATE/COUNTY-  MS/TUNICA
 AA9102  USGS QUAD   -  HOLLYWOOD (1982)
 AA9102
 AA9102                         *CURRENT SURVEY CONTROL
 AA9102  ___________________________________________________________________
 AA9102* NAD 83(1986)-  34 43 40.     (N)    090 21 57.     (W)     SCALED    
 AA9102* NAVD 88     -        57.91   (meters)     190.0    (feet)  RESET     
 AA9102  ___________________________________________________________________
 AA9102  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AA9102  VERT ORDER  -  THIRD
 AA9102
 AA9102.The horizontal coordinates were scaled from a topographic map and have
 AA9102.an estimated accuracy of +/- 6 seconds.
 AA9102
 AA9102.The orthometric height was computed from unverified reset data.
 AA9102
 AA9102.The geoid height was determined by GEOID03.
 AA9102
 AA9102;                    North         East    Units  Estimated Accuracy
 AA9102;SPC MS W     -   579,680.      697,020.      MT  (+/- 180 meters Scaled)
 AA9102
 AA9102                          SUPERSEDED SURVEY CONTROL
 AA9102
 AA9102.No superseded survey control is available for this station.
 AA9102
 AA9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU411460(NAD 83)
 AA9102_MARKER: DV = VERTICAL CONTROL DISK
 AA9102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9102_SP_SET: CULVERT HEADWALL
 AA9102_STAMPING: E 238 RESET 1994
 AA9102_MARK LOGO: NGS   
 AA9102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9102+STABILITY: SURFACE MOTION
 AA9102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9102+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9102
 AA9102  HISTORY     - Date     Condition        Report By
 AA9102  HISTORY     - 1994     MONUMENTED       MSHD
 AA9102
 AA9102                          STATION DESCRIPTION
 AA9102
 AA9102'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994 (TM)
 AA9102'3.0 MI (4.8 KM) NORTHEAST ALONG HIGHWAY 61 FROM THE JUNCTION OF STATE
 AA9102'HIGHWAY 4 LEADING WEST AT TUNICA TO MARK ON THE RIGHT, 42.0 FT (12.8
 AA9102'M) SOUTHEAST OF THE NORTH BOUND LANES OF HIGHWAY 61, SET IN TOP OF THE
 AA9102'NORTH CORNER OF THE SOUTHEAST HEADWALL OF A 6 FOOT (1.8 M) CONCRETE
 AA9102'BOX CULVERT, ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL OF HIGHWAY AND IN
 AA9102'THE SOUTHWEST QUARTER OF SECTION 16, T4 S, R11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1334 ***********************************************************************
 DK1334  DESIGNATION -  E 239
 DK1334  PID         -  DK1334
 DK1334  STATE/COUNTY-  MS/WASHINGTON
 DK1334  USGS QUAD   -  WAYSIDE (1970)
 DK1334
 DK1334                         *CURRENT SURVEY CONTROL
 DK1334  ___________________________________________________________________
 DK1334* NAD 83(1986)-  33 21 27.     (N)    091 02 28.     (W)     SCALED    
 DK1334* NAVD 88     -        36.781  (meters)     120.67   (feet)  ADJUSTED  
 DK1334  ___________________________________________________________________
 DK1334  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1334  DYNAMIC HT  -          36.742 (meters)     120.54  (feet)  COMP
 DK1334  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DK1334
 DK1334  VERT ORDER  -  FIRST     CLASS I
 DK1334
 DK1334.The horizontal coordinates were scaled from a topographic map and have
 DK1334.an estimated accuracy of +/- 6 seconds.
 DK1334
 DK1334.The orthometric height was determined by differential leveling
 DK1334.and adjusted in June 1991.
 DK1334
 DK1334.The geoid height was determined by GEOID03.
 DK1334
 DK1334.The dynamic height is computed by dividing the NAVD 88
 DK1334.geopotential number by the normal gravity value computed on the
 DK1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1334.degrees latitude (g = 980.6199 gals.).
 DK1334
 DK1334.The modeled gravity was interpolated from observed gravity values.
 DK1334
 DK1334;                    North         East    Units  Estimated Accuracy
 DK1334;SPC MS W     -   427,910.      634,130.      MT  (+/- 180 meters Scaled)
 DK1334
 DK1334                          SUPERSEDED SURVEY CONTROL
 DK1334
 DK1334  NGVD 29 (??/??/??)   36.828  (m)          120.83   (f) ADJUSTED    1 1
 DK1334
 DK1334.Superseded values are not recommended for survey control.
 DK1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1334.See file dsdata.txt to determine how the superseded data were derived.
 DK1334
 DK1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS822926(NAD 83)
 DK1334_MARKER: DV = VERTICAL CONTROL DISK
 DK1334_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1334+WITH SETTING: INTO GROUND
 DK1334_SP_SET: METAL ROD WITH BASE PLATE
 DK1334_STAMPING: E 239 1973
 DK1334_MARK LOGO: NGS   
 DK1334_PROJECTION: RECESSED 15 CENTIMETERS
 DK1334_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1334+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1334_ROD/PIPE-DEPTH: 1.2  meters
 DK1334
 DK1334  HISTORY     - Date     Condition        Report By
 DK1334  HISTORY     - 1973     MONUMENTED       NGS
 DK1334  HISTORY     - 1974     GOOD             NGS
 DK1334  HISTORY     - 19920128 GOOD             NGS
 DK1334
 DK1334                          STATION DESCRIPTION
 DK1334
 DK1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1334'2.90 MI S FROM GREENVILLE.
 DK1334'ABOUT 2.90 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 DK1334'WITH U.S. HIGHWAY 82, ABOUT 0.10 MILE NORTH OF THE INTERSECTION WITH
 DK1334'AN EAST-WEST PAVED ROAD, 48 FEET WEST OF THE CENTER LINE OF THE SOUTH
 DK1334'BOUND LANES OF THE HIGHWAY, 15.7 FEET NORTHEAST OF THE MOST EASTERLY
 DK1334'ONE OF THREE WOODEN POLES SUPPORTING A LARGE BILLBOARD SIGN, 1.7 FEET
 DK1334'SOUTH OF A POWER POLE, 0.6 FOOT NORTH OF A METAL WITNESS POST, 2 FEET
 DK1334'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 DK1334'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.3
 DK1334'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH STEEL PIPE,
 DK1334'0.1 FOOT BELOW LEVEL OF THE GROUND.  SEC. 34, T 18N, R 8W.
 DK1334
 DK1334                          STATION RECOVERY (1992)
 DK1334
 DK1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1334'4.7 KM (2.90 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1334'U.S. HIGHWAY 82 IN GREENVILLE, 24.4 M (80.1 FT) NORTH OF THE CENTER
 DK1334'OF A CONCRETE DRIVEWAY LEADING TO HOUSE NUMBER 2241, 14.7 M
 DK1334'(48.2 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) SOUTH OF
 DK1334'A UTILITY POLE. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 DK1334'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0525 ***********************************************************************
 CP0525  DESIGNATION -  E 24
 CP0525  PID         -  CP0525
 CP0525  STATE/COUNTY-  MS/RANKIN
 CP0525  USGS QUAD   -  FLORENCE (1980)
 CP0525
 CP0525                         *CURRENT SURVEY CONTROL
 CP0525  ___________________________________________________________________
 CP0525* NAD 83(1986)-  32 14 59.     (N)    090 10 35.     (W)     SCALED    
 CP0525* NAVD 88     -        81.08   (+/-2cm)     266.0    (feet)  VERTCON   
 CP0525  ___________________________________________________________________
 CP0525  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0525
 CP0525.The horizontal coordinates were scaled from a topographic map and have
 CP0525.an estimated accuracy of +/- 6 seconds.
 CP0525
 CP0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0525.The vertical order pertains to the NGVD 29 superseded value.
 CP0525
 CP0525.The geoid height was determined by GEOID03.
 CP0525
 CP0525;                    North         East    Units  Estimated Accuracy
 CP0525;SPC MS W     -   304,850.      714,790.      MT  (+/- 180 meters Scaled)
 CP0525
 CP0525                          SUPERSEDED SURVEY CONTROL
 CP0525
 CP0525  NGVD 29 (??/??/92)   81.086  (m)          266.03   (f) ADJ UNCH    2 0
 CP0525
 CP0525.Superseded values are not recommended for survey control.
 CP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0525.See file dsdata.txt to determine how the superseded data were derived.
 CP0525
 CP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR660716(NAD 83)
 CP0525_MARKER: DB = BENCH MARK DISK
 CP0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0525_STAMPING: E 24 1934
 CP0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0525+STABILITY: SURFACE MOTION
 CP0525
 CP0525  HISTORY     - Date     Condition        Report By
 CP0525  HISTORY     - 1934     MONUMENTED       CGS
 CP0525  HISTORY     - 1957     MARK NOT FOUND   NGS
 CP0525  HISTORY     - 1961     MARK NOT FOUND   NGS
 CP0525
 CP0525                          STATION DESCRIPTION
 CP0525
 CP0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CP0525'3.1 MI SE FROM JACKSON.
 CP0525'LOCATED 3.1 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0525'THE STATION IN JACKSON, AT A PRIVATE ROAD CROSSING, 54 FEET NORTH OF
 CP0525'THE CENTERLINE OF THE ROAD, 30 FEET WEST OF THE CENTER OF THE TRACK, 3
 CP0525'FEET EAST OF A POLE AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CP0525'AREA WEST OF THE TRACK HAS BEEN EXCAVATED TO BUILD UP THE RAILROAD
 CP0525'FILL, ALL TELEGRAPH POLES ARE SETTING ON ISLANDS ABOUT 2 FEET HIGH IN
 CP0525'THIS AREA.
 CP0525
 CP0525                          STATION RECOVERY (1961)
 CP0525
 CP0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CP0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1327 ***********************************************************************
 DK1327  DESIGNATION -  E 240
 DK1327  PID         -  DK1327
 DK1327  STATE/COUNTY-  MS/WASHINGTON
 DK1327  USGS QUAD   -  WAYSIDE (1970)
 DK1327
 DK1327                         *CURRENT SURVEY CONTROL
 DK1327  ___________________________________________________________________
 DK1327* NAD 83(1986)-  33 16 08.     (N)    091 02 07.     (W)     SCALED    
 DK1327* NAVD 88     -        36.386  (meters)     119.38   (feet)  ADJUSTED  
 DK1327  ___________________________________________________________________
 DK1327  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1327  DYNAMIC HT  -          36.347 (meters)     119.25  (feet)  COMP
 DK1327  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK1327
 DK1327  VERT ORDER  -  FIRST     CLASS I
 DK1327
 DK1327.The horizontal coordinates were scaled from a topographic map and have
 DK1327.an estimated accuracy of +/- 6 seconds.
 DK1327
 DK1327.The orthometric height was determined by differential leveling
 DK1327.and adjusted in June 1991.
 DK1327
 DK1327.The geoid height was determined by GEOID03.
 DK1327
 DK1327.The dynamic height is computed by dividing the NAVD 88
 DK1327.geopotential number by the normal gravity value computed on the
 DK1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1327.degrees latitude (g = 980.6199 gals.).
 DK1327
 DK1327.The modeled gravity was interpolated from observed gravity values.
 DK1327
 DK1327;                    North         East    Units  Estimated Accuracy
 DK1327;SPC MS W     -   418,080.      634,600.      MT  (+/- 180 meters Scaled)
 DK1327
 DK1327                          SUPERSEDED SURVEY CONTROL
 DK1327
 DK1327  NGVD 29 (??/??/??)   36.430  (m)          119.52   (f) ADJUSTED    1 1
 DK1327
 DK1327.Superseded values are not recommended for survey control.
 DK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1327.See file dsdata.txt to determine how the superseded data were derived.
 DK1327
 DK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS829828(NAD 83)
 DK1327_MARKER: DB = BENCH MARK DISK
 DK1327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1327_SP_SET: 48 FT
 DK1327_STAMPING: E 240 1973
 DK1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1327
 DK1327  HISTORY     - Date     Condition        Report By
 DK1327  HISTORY     - 1973     MONUMENTED       NGS
 DK1327  HISTORY     - 1974     GOOD             NGS
 DK1327  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK1327
 DK1327                          STATION DESCRIPTION
 DK1327
 DK1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1327'IN WAYSIDE.
 DK1327'0.05 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT WAYSIDE, AT
 DK1327'THE INTERSECTION OF THE PAVED ROAD AND OLD HIGHWAY 1, 87 FEET WEST OF
 DK1327'THE CENTER LINE OF THE HIGHWAY, 25.7 FEET SOUTH OF THE CENTER LINE OF
 DK1327'THE ROAD, 142 FEET SOUTHWEST OF PBM 39M RESET 1931 (USE), 60.7 FEET
 DK1327'WEST OF THE NORTHEAST CORNER POST FOR A WHITE WOODEN FENCE AROUND A
 DK1327'WHITE HOUSE, 39.2 FEET EAST OF A TELEPHONE POLE 3526, 0.6 FOOT NORTH
 DK1327'OF THE FENCE, 0.7 FOOT EAST OF A METAL WITNESS POST.  0.5 FOOT BELOW
 DK1327'LEVEL OF THE ROAD, AND ON TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT
 DK1327'BELOW LEVEL OF THE GROUND AND PROTECTED IN A 4-INCH STEEL PIPE FLUSH
 DK1327'WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  SECTION
 DK1327'1, T 16N, R 8W.
 DK1327
 DK1327                          STATION RECOVERY (1992)
 DK1327
 DK1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1327'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1014 ***********************************************************************
 DK1014  DESIGNATION -  E 241
 DK1014  PID         -  DK1014
 DK1014  STATE/COUNTY-  MS/BOLIVAR
 DK1014  USGS QUAD   -  SCOTT (1972)
 DK1014
 DK1014                         *CURRENT SURVEY CONTROL
 DK1014  ___________________________________________________________________
 DK1014* NAD 83(1986)-  33 37 01.     (N)    091 03 32.     (W)     SCALED    
 DK1014* NAVD 88     -        40.814  (meters)     133.90   (feet)  ADJUSTED  
 DK1014  ___________________________________________________________________
 DK1014  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1014  DYNAMIC HT  -          40.771 (meters)     133.76  (feet)  COMP
 DK1014  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 DK1014
 DK1014  VERT ORDER  -  FIRST     CLASS I
 DK1014
 DK1014.The horizontal coordinates were scaled from a topographic map and have
 DK1014.an estimated accuracy of +/- 6 seconds.
 DK1014
 DK1014.The orthometric height was determined by differential leveling
 DK1014.and adjusted in June 1991.
 DK1014
 DK1014.The geoid height was determined by GEOID03.
 DK1014
 DK1014.The dynamic height is computed by dividing the NAVD 88
 DK1014.geopotential number by the normal gravity value computed on the
 DK1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1014.degrees latitude (g = 980.6199 gals.).
 DK1014
 DK1014.The modeled gravity was interpolated from observed gravity values.
 DK1014
 DK1014;                    North         East    Units  Estimated Accuracy
 DK1014;SPC MS W     -   456,700.      632,670.      MT  (+/- 180 meters Scaled)
 DK1014
 DK1014                          SUPERSEDED SURVEY CONTROL
 DK1014
 DK1014  NGVD 29 (??/??/??)   40.881  (m)          134.12   (f) ADJUSTED    1 1
 DK1014
 DK1014.Superseded values are not recommended for survey control.
 DK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1014.See file dsdata.txt to determine how the superseded data were derived.
 DK1014
 DK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT800213(NAD 83)
 DK1014_MARKER: DB = BENCH MARK DISK
 DK1014_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1014+WITH SETTING: INTO GROUND
 DK1014_STAMPING: E 241 1974
 DK1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1014+STABILITY: SURFACE MOTION
 DK1014
 DK1014  HISTORY     - Date     Condition        Report By
 DK1014  HISTORY     - 1974     MONUMENTED       NGS
 DK1014  HISTORY     - 19920127 MARK NOT FOUND   NGS
 DK1014
 DK1014                          STATION DESCRIPTION
 DK1014
 DK1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1014'1.90 MI NE FROM SCOTT.
 DK1014'ABOUT 1.90 MILES NORTHEAST ALONG STATE
 DK1014'HIGHWAY 1 FROM ITS JUNCTION WITH THE PAVED ROAD LEADING SOUTHEAST TO
 DK1014'SCOTT, AT THE NORTH SIDE OF A SMALL ROADSIDE PARK, 104.4 FEET
 DK1014'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET
 DK1014'NORTH-NORTHEAST OF A 3 FOOT CYPRESS TREE, 54.8 FEET NORTHEAST OF THE
 DK1014'NORTHWEST CORNER OF THE MOST NORTHERN ONE OF THREE CONCRETE PICNIC
 DK1014'TABLES, 50.5 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL LOOP
 DK1014'DRIVE TO THE PARK, 1.1 FOOT SOUTH OF A METAL WITNESS POST, 6 FEET
 DK1014'BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED
 DK1014'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 DK1014'WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1
 DK1014'FOOT.  SECTION 10, T 21N, R 8W.
 DK1014
 DK1014                          STATION RECOVERY (1992)
 DK1014
 DK1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1014'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0570 ***********************************************************************
 DK0570  DESIGNATION -  E 242
 DK0570  PID         -  DK0570
 DK0570  STATE/COUNTY-  MS/BOLIVAR
 DK0570  USGS QUAD   -  GUNNISON (1969)
 DK0570
 DK0570                         *CURRENT SURVEY CONTROL
 DK0570  ___________________________________________________________________
 DK0570* NAD 83(1986)-  33 55 18.     (N)    090 58 05.     (W)     SCALED    
 DK0570* NAVD 88     -        45.571  (meters)     149.51   (feet)  ADJUSTED  
 DK0570  ___________________________________________________________________
 DK0570  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0570  DYNAMIC HT  -          45.525 (meters)     149.36  (feet)  COMP
 DK0570  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 DK0570
 DK0570  VERT ORDER  -  FIRST     CLASS I
 DK0570
 DK0570.The horizontal coordinates were scaled from a topographic map and have
 DK0570.an estimated accuracy of +/- 6 seconds.
 DK0570
 DK0570.The orthometric height was determined by differential leveling
 DK0570.and adjusted in July 1994.
 DK0570
 DK0570.The geoid height was determined by GEOID03.
 DK0570
 DK0570.The dynamic height is computed by dividing the NAVD 88
 DK0570.geopotential number by the normal gravity value computed on the
 DK0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0570.degrees latitude (g = 980.6199 gals.).
 DK0570
 DK0570.The modeled gravity was interpolated from observed gravity values.
 DK0570
 DK0570;                    North         East    Units  Estimated Accuracy
 DK0570;SPC MS W     -   490,440.      641,310.      MT  (+/- 180 meters Scaled)
 DK0570
 DK0570                          SUPERSEDED SURVEY CONTROL
 DK0570
 DK0570  NAVD 88 (06/15/91)   45.591  (m)          149.58   (f) UNKNOWN     1 1
 DK0570  NGVD 29 (??/??/??)   45.652  (m)          149.78   (f) ADJUSTED    1 1
 DK0570
 DK0570.Superseded values are not recommended for survey control.
 DK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0570.See file dsdata.txt to determine how the superseded data were derived.
 DK0570
 DK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT878553(NAD 83)
 DK0570_MARKER: DV = VERTICAL CONTROL DISK
 DK0570_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0570+WITH SETTING: INTO GROUND
 DK0570_SP_SET: METAL ROD WITH BASE PLATE
 DK0570_STAMPING: E 242 1974
 DK0570_MARK LOGO: NGS   
 DK0570_PROJECTION: FLUSH
 DK0570_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0570+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992
 DK0570_ROD/PIPE-DEPTH: 1.2  meters
 DK0570
 DK0570  HISTORY     - Date     Condition        Report By
 DK0570  HISTORY     - 1974     MONUMENTED       NGS
 DK0570  HISTORY     - 19920124 GOOD             NGS
 DK0570  HISTORY     - 20030714 MARK NOT FOUND   USACE
 DK0570
 DK0570                          STATION DESCRIPTION
 DK0570
 DK0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0570'2.05 MI SW FROM GUNNISON.
 DK0570'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 DK0570'BAPTIST CHURCH AT GUNNISON, AT THE JUNCTION OF A PAVED ROAD LEADING
 DK0570'SOUTHEAST TO THE CONTINENTAL GINNING COMPANY, 150.8 FEET NORTHEAST OF
 DK0570'THE CENTER LINE OF THE ROAD, 50.5 FEET SOUTHEAST OF THE CENTER LINE OF
 DK0570'THE HIGHWAY, 6.3 FEET SOUTHWEST OF A LONE 18-INCH FORKED PECAN TREE,
 DK0570'0.7 FOOT NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE
 DK0570'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 DK0570'ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND AND
 DK0570'PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT. SECTION 19, T
 DK0570'24N, R 7W
 DK0570
 DK0570                          STATION RECOVERY (1992)
 DK0570
 DK0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0570'10.5 KM (6.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 DK0570'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 46.0 M (150.9 FT) NORTHEAST
 DK0570'OF THE CENTER OF A PAVED ROAD LEADING SOUTHEAST, 15.5 M (50.9 FT)
 DK0570'SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) SOUTHWEST OF A
 DK0570'30-INCH FORKED PECAN TREE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 DK0570'HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE
 DK0570'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND
 DK0570'SURFACE.
 DK0570
 DK0570                          STATION RECOVERY (2003)
 DK0570
 DK0570'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0109 ***********************************************************************
 EH0109  DESIGNATION -  E 243
 EH0109  PID         -  EH0109
 EH0109  STATE/COUNTY-  MS/TUNICA
 EH0109  USGS QUAD   -  BANKS (1982)
 EH0109
 EH0109                         *CURRENT SURVEY CONTROL
 EH0109  ___________________________________________________________________
 EH0109* NAD 83(1986)-  34 49 43.     (N)    090 13 09.     (W)     SCALED    
 EH0109* NAVD 88     -        60.727  (meters)     199.24   (feet)  ADJUSTED  
 EH0109  ___________________________________________________________________
 EH0109  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH0109  DYNAMIC HT  -          60.670 (meters)     199.05  (feet)  COMP
 EH0109  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 EH0109
 EH0109  VERT ORDER  -  FIRST     CLASS I
 EH0109
 EH0109.The horizontal coordinates were scaled from a topographic map and have
 EH0109.an estimated accuracy of +/- 6 seconds.
 EH0109
 EH0109.The orthometric height was determined by differential leveling
 EH0109.and adjusted in June 1991.
 EH0109
 EH0109.The geoid height was determined by GEOID03.
 EH0109
 EH0109.The dynamic height is computed by dividing the NAVD 88
 EH0109.geopotential number by the normal gravity value computed on the
 EH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0109.degrees latitude (g = 980.6199 gals.).
 EH0109
 EH0109.The modeled gravity was interpolated from observed gravity values.
 EH0109
 EH0109;                    North         East    Units  Estimated Accuracy
 EH0109;SPC MS W     -   590,870.      710,440.      MT  (+/- 180 meters Scaled)
 EH0109
 EH0109                          SUPERSEDED SURVEY CONTROL
 EH0109
 EH0109  NGVD 29 (??/??/??)   60.739  (m)          199.27   (f) ADJUSTED    1 1
 EH0109
 EH0109.Superseded values are not recommended for survey control.
 EH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0109.See file dsdata.txt to determine how the superseded data were derived.
 EH0109
 EH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU543575(NAD 83)
 EH0109_MARKER: DV = VERTICAL CONTROL DISK
 EH0109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH0109_SP_SET: ABUTMENT
 EH0109_STAMPING: E 243 1974
 EH0109_MARK LOGO: NGS   
 EH0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0109+STABILITY: SURFACE MOTION
 EH0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0109+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0109
 EH0109  HISTORY     - Date     Condition        Report By
 EH0109  HISTORY     - 1974     MONUMENTED       NGS
 EH0109  HISTORY     - 19911112 GOOD             NGS
 EH0109  HISTORY     - 20030529 GOOD             USACE
 EH0109
 EH0109                          STATION DESCRIPTION
 EH0109
 EH0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0109'0.55 MI E FROM BANKS.
 EH0109'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 304 FROM THE CROSSING WITH
 EH0109'ILLINOIS CENTRAL RAILROAD AT BANKS, 19.5 FEET SOUTH OF THE CENTER LINE
 EH0109'OF THE HIGHWAY, 4 FEET SOUTH OF THE GUARD RAILING, 1 FOOT BELOW LEVEL
 EH0109'OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTH END OF THE EAST
 EH0109'CONCRETE SEAT OF A 120 FOOT LONG CONCRETE BRIDGE.  SECTION 13, T 3S, R
 EH0109'10W.
 EH0109
 EH0109                          STATION RECOVERY (1991)
 EH0109
 EH0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0109'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0109'OFFICE IN WALLS, THENCE 7.7 KM (4.80 MI) EASTERLY ALONG STATE HIGHWAY
 EH0109'304, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE EAST
 EH0109'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING LAKE CORMORANT BAYOU,
 EH0109'6.0 M (19.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT)
 EH0109'BELOW THE LEVEL OF THE HIGHWAY.
 EH0109
 EH0109                          STATION RECOVERY (2003)
 EH0109
 EH0109'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0295 ***********************************************************************
 EH0295  DESIGNATION -  E 245
 EH0295  PID         -  EH0295
 EH0295  STATE/COUNTY-  MS/COAHOMA
 EH0295  USGS QUAD   -  LULA (1969)
 EH0295
 EH0295                         *CURRENT SURVEY CONTROL
 EH0295  ___________________________________________________________________
 EH0295* NAD 83(1986)-  34 27 16.     (N)    090 28 18.     (W)     SCALED    
 EH0295* NAVD 88     -        54.804  (meters)     179.80   (feet)  ADJUSTED  
 EH0295  ___________________________________________________________________
 EH0295  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0295  DYNAMIC HT  -          54.752 (meters)     179.63  (feet)  COMP
 EH0295  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 EH0295
 EH0295  VERT ORDER  -  FIRST     CLASS II
 EH0295
 EH0295.The horizontal coordinates were scaled from a topographic map and have
 EH0295.an estimated accuracy of +/- 6 seconds.
 EH0295
 EH0295.The orthometric height was determined by differential leveling
 EH0295.and adjusted in June 1991.
 EH0295
 EH0295.The geoid height was determined by GEOID03.
 EH0295
 EH0295.The dynamic height is computed by dividing the NAVD 88
 EH0295.geopotential number by the normal gravity value computed on the
 EH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0295.degrees latitude (g = 980.6199 gals.).
 EH0295
 EH0295.The modeled gravity was interpolated from observed gravity values.
 EH0295
 EH0295;                    North         East    Units  Estimated Accuracy
 EH0295;SPC MS W     -   549,360.      687,290.      MT  (+/- 180 meters Scaled)
 EH0295
 EH0295                          SUPERSEDED SURVEY CONTROL
 EH0295
 EH0295  NGVD 29 (??/??/??)   54.843  (m)          179.93   (f) ADJUSTED    1 2
 EH0295
 EH0295.Superseded values are not recommended for survey control.
 EH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0295.See file dsdata.txt to determine how the superseded data were derived.
 EH0295
 EH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU322154(NAD 83)
 EH0295_MARKER: DV = VERTICAL CONTROL DISK
 EH0295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0295_SP_SET: COPPER-CLAD STEEL ROD
 EH0295_STAMPING: E 245 1974
 EH0295_MARK LOGO: NGS   
 EH0295_PROJECTION: RECESSED 5 CENTIMETERS
 EH0295_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0295+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EH0295_ROD/PIPE-DEPTH: 14.6 meters
 EH0295
 EH0295  HISTORY     - Date     Condition        Report By
 EH0295  HISTORY     - 1974     MONUMENTED       NGS
 EH0295  HISTORY     - 1975     GOOD             MSHD
 EH0295  HISTORY     - 19920122 GOOD             NGS
 EH0295
 EH0295                          STATION DESCRIPTION
 EH0295
 EH0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0295'1.20 MI NE FROM LULA.
 EH0295'ABOUT 0.85 MILE NORTHEAST ALONG FRONT AVENUE FROM THE LULA HIGH SCHOOL
 EH0295'AT LULA, THENCE 0.35 MILE EAST ALONG FOURTH STREET, 25.4 FEET SOUTH OF
 EH0295'THE CENTER LINE OF THE ROAD, SET AT THE NORTHEAST CORNER OF THE WHITE
 EH0295'WOODEN FENCE AROUND THE LARGE TWO STORY BRICK HOME OF MR. C. M. ALLEN,
 EH0295'1 FOOT SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE NORTHEAST BRICK
 EH0295'CORNER POST FOR THE FENCE, 2 FEET BELOW LEVEL OF THE ROAD AND ON TOP
 EH0295'OF A COPPER COATED STEEL ROD, FLUSH WITH THE GROUND AND PROTECTED BY A
 EH0295'4-INCH PLASTIC PIPE PROJECTING 0.3 FOOT.  THE ROD WAS DRIVEN TO A
 EH0295'DEPTH OF 48 FEET.  ROD DRIVING HARD AT 48 FEET. SECTION 23 ,T 30N ,R
 EH0295'3W.
 EH0295
 EH0295                          STATION RECOVERY (1975)
 EH0295
 EH0295'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 EH0295'RECOVERED IN GOOD CONDITION.
 EH0295
 EH0295                          STATION RECOVERY (1992)
 EH0295
 EH0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0295'27.3 KM (16.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 EH0295'OF STATE HIGHWAY 4 IN TUNICA, THENCE 1.9 KM (1.20 MI) WESTERLY ALONG
 EH0295'LULA HIGHWAY, 56.7 M (186.0 FT) EAST OF THE CENTER OF A DRIVEWAY,
 EH0295'43.4 M (142.4 FT) SOUTHEAST OF THE EAST LEG OF A DOUBLE UTILITY POLE,
 EH0295'8.1 M (26.6 FT) SOUTH OF THE ROAD CENTERLINE, 0.6 M (2.0 FT) BELOW
 EH0295'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF THE
 EH0295'SOUTHWEST CORNER OF A BRICK PILLAR AT THE EAST END OF A FENCE.
 EH0295'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M
 EH0295'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0831 ***********************************************************************
 CO0831  DESIGNATION -  E 25
 CO0831  PID         -  CO0831
 CO0831  STATE/COUNTY-  MS/SCOTT
 CO0831  USGS QUAD   -  HARPERVILLE (1982)
 CO0831
 CO0831                         *CURRENT SURVEY CONTROL
 CO0831  ___________________________________________________________________
 CO0831* NAD 83(1986)-  32 23 19.     (N)    089 28 24.     (W)     SCALED    
 CO0831* NAVD 88     -       144.806  (meters)     475.08   (feet)  ADJUSTED  
 CO0831  ___________________________________________________________________
 CO0831  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CO0831  DYNAMIC HT  -         144.637 (meters)     474.53  (feet)  COMP
 CO0831  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CO0831
 CO0831  VERT ORDER  -  FIRST     CLASS II
 CO0831
 CO0831.The horizontal coordinates were scaled from a topographic map and have
 CO0831.an estimated accuracy of +/- 6 seconds.
 CO0831
 CO0831.The orthometric height was determined by differential leveling
 CO0831.and adjusted in June 1991.
 CO0831
 CO0831.The geoid height was determined by GEOID03.
 CO0831
 CO0831.The dynamic height is computed by dividing the NAVD 88
 CO0831.geopotential number by the normal gravity value computed on the
 CO0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0831.degrees latitude (g = 980.6199 gals.).
 CO0831
 CO0831.The modeled gravity was interpolated from observed gravity values.
 CO0831
 CO0831;                    North         East    Units  Estimated Accuracy
 CO0831;SPC MS E     -   320,420.      239,780.      MT  (+/- 180 meters Scaled)
 CO0831
 CO0831                          SUPERSEDED SURVEY CONTROL
 CO0831
 CO0831  NGVD 29 (??/??/92)  144.842  (m)          475.20   (f) ADJ UNCH    1 2
 CO0831
 CO0831.Superseded values are not recommended for survey control.
 CO0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0831.See file dsdata.txt to determine how the superseded data were derived.
 CO0831
 CO0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA673862(NAD 83)
 CO0831_MARKER: DB = BENCH MARK DISK
 CO0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0831_STAMPING: E 25 1934
 CO0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0831+STABILITY: SURFACE MOTION
 CO0831
 CO0831  HISTORY     - Date     Condition        Report By
 CO0831  HISTORY     - 1934     MONUMENTED       CGS
 CO0831  HISTORY     - 1961     GOOD             NGS
 CO0831  HISTORY     - 1970     GOOD             NGS
 CO0831
 CO0831                          STATION DESCRIPTION
 CO0831
 CO0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0831'1.9 MI N FROM FOREST.
 CO0831'ABOUT 1.9 MILES NORTH ALONG HILLSBORO STREET FROM THE COUNTY
 CO0831'COURTHOUSE AT FOREST, IN SECTION 4, T 6 N, R 8 E, ON THE CREST OF A
 CO0831'SMALL HILL, IN THE FRONT LAWN BETWEEN TWO WHITE HOUSES, 27 FEET EAST
 CO0831'OF THE CENTER LINE OF THE STREET, 45 1/2 FEET SOUTH OF A POWER POLE
 CO0831'BEARING A TRANSFORMER, 40 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 CO0831'DRIVEWAY, 28 FEET NORTHWEST OF A HICKORY TREE, ABOUT 1 FOOT ABOVE THE
 CO0831'LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CO0831'3 INCHES ABOVE THE GROUND.
 CO0831
 CO0831                          STATION RECOVERY (1970)
 CO0831
 CO0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CO0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1073 ***********************************************************************
 CO1073  DESIGNATION -  E 251
 CO1073  PID         -  CO1073
 CO1073  STATE/COUNTY-  MS/LAUDERDALE
 CO1073  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1073
 CO1073                         *CURRENT SURVEY CONTROL
 CO1073  ___________________________________________________________________
 CO1073* NAD 83(1986)-  32 17 51.     (N)    088 41 23.     (W)     SCALED    
 CO1073* NAVD 88     -       184.039  (meters)     603.80   (feet)  ADJUSTED  
 CO1073  ___________________________________________________________________
 CO1073  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CO1073  DYNAMIC HT  -         183.820 (meters)     603.08  (feet)  COMP
 CO1073  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 CO1073
 CO1073  VERT ORDER  -  FIRST     CLASS II
 CO1073
 CO1073.The horizontal coordinates were scaled from a topographic map and have
 CO1073.an estimated accuracy of +/- 6 seconds.
 CO1073
 CO1073.The orthometric height was determined by differential leveling
 CO1073.and adjusted in June 1991.
 CO1073
 CO1073.The geoid height was determined by GEOID03.
 CO1073
 CO1073.The dynamic height is computed by dividing the NAVD 88
 CO1073.geopotential number by the normal gravity value computed on the
 CO1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1073.degrees latitude (g = 980.6199 gals.).
 CO1073
 CO1073.The modeled gravity was interpolated from observed gravity values.
 CO1073
 CO1073;                    North         East    Units  Estimated Accuracy
 CO1073;SPC MS E     -   310,150.      313,530.      MT  (+/- 180 meters Scaled)
 CO1073
 CO1073                          SUPERSEDED SURVEY CONTROL
 CO1073
 CO1073  NGVD 29 (??/??/??)  184.022  (m)          603.75   (f) ADJUSTED    1 2
 CO1073
 CO1073.Superseded values are not recommended for survey control.
 CO1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1073.See file dsdata.txt to determine how the superseded data were derived.
 CO1073
 CO1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA409746(NAD 83)
 CO1073_MARKER: DB = BENCH MARK DISK
 CO1073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO1073_SP_SET: COPPER-CLAD STEEL ROD
 CO1073_STAMPING: E 251 1980
 CO1073_MARK LOGO: NGS   
 CO1073_PROJECTION: RECESSED 5 CENTIMETERS
 CO1073_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1073+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 CO1073_ROD/PIPE-DEPTH: 6.10 meters
 CO1073
 CO1073  HISTORY     - Date     Condition        Report By
 CO1073  HISTORY     - 1980     MONUMENTED       NGS
 CO1073  HISTORY     - 19900215 GOOD             MSHD
 CO1073
 CO1073                          STATION DESCRIPTION
 CO1073
 CO1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1073'6.60 KM SOUTH FROM MERIDIAN.
 CO1073'6.597 KILOMETERS (4.1 MILES) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1073'OVERPASS OF INTERSTATE 20 AND 59 IN MERIDIAN, 0.08 KILOMETERS (0.05
 CO1073'MILE) SOUTH OF THE JUNCTION OF A PAVED ROAD LEADING EAST, AT THE
 CO1073'JUNCTION OF A PRIVATE DRIVE LEADING WEST TO THE HOME OF R. D. SELLERS,
 CO1073'25.7 METERS (84.3 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 CO1073'8.6 METERS (28.2 FEET) NORTH OF THE CENTER OF THE DRIVE, 3 METERS
 CO1073'(9.9 FEET) EAST OF A 0.6-METER (2-FOOT) PINE TREE, 2 METERS (6.6 FEET)
 CO1073'SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL CONCRETE DRAINAGE DITCH,
 CO1073'AND 0.7 METERS (2.3 FEET) WEST OF POWER POLE NUMBER 134 WITH
 CO1073'TWO GUY WIRES.
 CO1073'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CO1073'THE MARK IS 1 M ABOVE HIGHWAY.
 CO1073
 CO1073                          STATION RECOVERY (1990)
 CO1073
 CO1073'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1073'MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF MERIDIAN ON THE WEST
 CO1073'R.O.W OF OLD HIGHWAY 45 JUST SOUTH OF THE DAVIS BAIT STORE AND IS IN
 CO1073'SECTION 8, T 5N, R 16E.
 CO1073'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO1073'BYPASS ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD HIGHWAY
 CO1073'45 FOR 0.35 MI (0.56 KM) TO THE MARK ON THE RIGHT.
 CO1073'MARK IS A STANDARD NGS BENCH MARK DISK ON TOP OF A COPPER COATED STEEL
 CO1073'ROD ENCACED IN A 5 INCH PLASTIC PIPE, ABOUT 2 FT (0.6 M) ABOVE THE
 CO1073'LEVEL OF THE HIGHWAY, 5 INCHES BELOW THE GROUND, 123 FT (37.5 M)
 CO1073'SOUTH OF THE CENTER OF MT OLIVE CHURCH ROAD, 117 FT (35.7 M) SOUTHWEST
 CO1073'OF A POWER POLE WITH A GUY WIRE, 108.5 FT (33.1 M) WEST OF THE CENTER
 CO1073'OF THE NEW SECTION OF HIGHWAY 45, 89 FT (27.1 M) NORTHEAST OF THE
 CO1073'NORTHEAST CORNER OF A STORM CELLAR, 49.4 FT (15.1 M) SOUTH OF THE
 CO1073'SOUTH POST OF A CANOPY OVER SOME GAS PUMPS, 28.5 FT (8.7 M) SOUTH OF
 CO1073'THE CENTER OF A PRIVATE DRIVEWAY AND 1 FT (0.3 M) SOUTH OF A METAL
 CO1073'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0966 ***********************************************************************
 CO0966  DESIGNATION -  E 26
 CO0966  PID         -  CO0966
 CO0966  STATE/COUNTY-  MS/LEAKE
 CO0966  USGS QUAD   -  SINGLETON (1989)
 CO0966
 CO0966                         *CURRENT SURVEY CONTROL
 CO0966  ___________________________________________________________________
 CO0966* NAD 83(1986)-  32 54 15.     (N)    089 32 48.     (W)     SCALED    
 CO0966* NAVD 88     -       138.641  (meters)     454.86   (feet)  ADJUSTED  
 CO0966  ___________________________________________________________________
 CO0966  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO0966  DYNAMIC HT  -         138.487 (meters)     454.35  (feet)  COMP
 CO0966  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CO0966
 CO0966  VERT ORDER  -  SECOND    CLASS 0
 CO0966
 CO0966.The horizontal coordinates were scaled from a topographic map and have
 CO0966.an estimated accuracy of +/- 6 seconds.
 CO0966
 CO0966.The orthometric height was determined by differential leveling
 CO0966.and adjusted in June 1991.
 CO0966
 CO0966.The geoid height was determined by GEOID03.
 CO0966
 CO0966.The dynamic height is computed by dividing the NAVD 88
 CO0966.geopotential number by the normal gravity value computed on the
 CO0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0966.degrees latitude (g = 980.6199 gals.).
 CO0966
 CO0966.The modeled gravity was interpolated from observed gravity values.
 CO0966
 CO0966;                    North         East    Units  Estimated Accuracy
 CO0966;SPC MS E     -   377,640.      233,270.      MT  (+/- 180 meters Scaled)
 CO0966
 CO0966                          SUPERSEDED SURVEY CONTROL
 CO0966
 CO0966  NGVD 29 (??/??/92)  138.648  (m)          454.88   (f) ADJ UNCH    2 0
 CO0966
 CO0966.Superseded values are not recommended for survey control.
 CO0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0966.See file dsdata.txt to determine how the superseded data were derived.
 CO0966
 CO0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB618435(NAD 83)
 CO0966_MARKER: DB = BENCH MARK DISK
 CO0966_SETTING: 0 = UNSPECIFIED SETTING
 CO0966_STAMPING: E26 1934
 CO0966_MARK LOGO: CGS   
 CO0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0966+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1988
 CO0966
 CO0966  HISTORY     - Date     Condition        Report By
 CO0966  HISTORY     - 1934     MONUMENTED       CGS
 CO0966  HISTORY     - 1964     GOOD             MSHD
 CO0966  HISTORY     - 19880413 GOOD             MSHD
 CO0966
 CO0966                          STATION DESCRIPTION
 CO0966
 CO0966'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0966'12.2 MI N FROM CARTHAGE.
 CO0966'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN
 CO0966'CARTHAGE, GO NORTH ON HIGHWAY 35 FOR 10.9 MILES TO AN ANGLING CROSS
 CO0966'ROAD, TURN LEFT, NORTHWEST AND GO 1.30 MILES TO THE MARK ON THE LEFT.
 CO0966'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE CENTER OF
 CO0966'THE TOP OF THE WEST CONCRETE HEADWALL OF A CONCRETE CULVERT AND 1 FOOT
 CO0966'ABOVE THE LEVEL OF THE GRAVEL ROAD.  A METAL WITNESS POST WAS SET 2
 CO0966'FEET NORTH OF THE MARK.
 CO0966
 CO0966                          STATION RECOVERY (1988)
 CO0966
 CO0966'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0966'MARK IS LOCATED 18.52 KM (11.50 MI) NORTH OF CARTHAGE, 0.24 KM
 CO0966'(0.15 MI) NORTH OF THE SINGLETON UNITED METHODIST CHURCH, IN THE
 CO0966'SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, T12 N, R7 E.
 CO0966'TO REACH FROM THE INTERSECTION STATE HIGHWAYS 35 AND 16 IN CARTHAGE,
 CO0966'GO NORTH ON STATE HIGHWAY 35 FOR 4.03 KM (2.50 MI) TO THE JUNCTION OF
 CO0966'STATE HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 35 FOR 13.2 KM (8.20 MI)
 CO0966'TO AN ANGLING CROSSROAD 0.16 KM (0.10 MI) BEYOND THE MAIN CROSSROAD IN
 CO0966'SINGLETON, TURN LEFT AND GO NORTHWEST ON A GRAVEL ROAD FOR 1.93 KM
 CO0966'(1.20 MI) TO THE MARK ON THE LEFT ABOUT 91.44 M (300.0 FT) BEYOND A
 CO0966'SIDE ROAD LEFT.
 CO0966'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE CENTER OF THE WEST
 CO0966'HEADWALL OF A CONCRETE BOX CULVERT, 3.66 M (12.0 FT) WEST OF THE
 CO0966'CENTER OF A GRAVEL ROAD, 0.76 M (2.5 FT) NORTH OF A CARSONITE WITNESS
 CO0966'P0ST AND IS ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1256 ***********************************************************************
 DJ1256  DESIGNATION -  E 27
 DJ1256  PID         -  DJ1256
 DJ1256  STATE/COUNTY-  MS/CHOCTAW
 DJ1256  USGS QUAD   -  ACKERMAN (1972)
 DJ1256
 DJ1256                         *CURRENT SURVEY CONTROL
 DJ1256  ___________________________________________________________________
 DJ1256* NAD 83(1986)-  33 18 38.     (N)    089 10 52.     (W)     SCALED    
 DJ1256* NAVD 88     -       155.679  (meters)     510.76   (feet)  ADJUSTED  
 DJ1256  ___________________________________________________________________
 DJ1256  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ1256  DYNAMIC HT  -         155.505 (meters)     510.19  (feet)  COMP
 DJ1256  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 DJ1256
 DJ1256  VERT ORDER  -  SECOND    CLASS 0
 DJ1256
 DJ1256.The horizontal coordinates were scaled from a topographic map and have
 DJ1256.an estimated accuracy of +/- 6 seconds.
 DJ1256
 DJ1256.The orthometric height was determined by differential leveling
 DJ1256.and adjusted in June 1991.
 DJ1256
 DJ1256.The geoid height was determined by GEOID03.
 DJ1256
 DJ1256.The dynamic height is computed by dividing the NAVD 88
 DJ1256.geopotential number by the normal gravity value computed on the
 DJ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1256.degrees latitude (g = 980.6199 gals.).
 DJ1256
 DJ1256.The modeled gravity was interpolated from observed gravity values.
 DJ1256
 DJ1256;                    North         East    Units  Estimated Accuracy
 DJ1256;SPC MS E     -   422,530.      267,620.      MT  (+/- 180 meters Scaled)
 DJ1256
 DJ1256                          SUPERSEDED SURVEY CONTROL
 DJ1256
 DJ1256  NGVD 29 (??/??/92)  155.637  (m)          510.62   (f) ADJ UNCH    2 0
 DJ1256
 DJ1256.Superseded values are not recommended for survey control.
 DJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1256.See file dsdata.txt to determine how the superseded data were derived.
 DJ1256
 DJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB969878(NAD 83)
 DJ1256_MARKER: DB = BENCH MARK DISK
 DJ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1256_STAMPING: E-27 1934
 DJ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1256+STABILITY: SURFACE MOTION
 DJ1256
 DJ1256  HISTORY     - Date     Condition        Report By
 DJ1256  HISTORY     - 1934     MONUMENTED       CGS
 DJ1256  HISTORY     - 1963     GOOD             NGS
 DJ1256  HISTORY     - 1980     GOOD             MSHD
 DJ1256
 DJ1256                          STATION DESCRIPTION
 DJ1256
 DJ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1256'0.5 MI W FROM ACKERMAN.
 DJ1256'ALONG THE ILLINOIS CENTRAL RAILROAD.  AT CROSSING OF ILLINOIS CENTRAL
 DJ1256'RAILROAD AND GULF MOBILE AND NORTHERN RAILROAD.  SET IN POST 42 FEET
 DJ1256'EAST OF THE CENTER LINE OF THE GULF MOBILE AND NORTHERN TRACKS AND 24
 DJ1256'FEET NORTH OF THE CENTER LINE OF THE I C R R TRACKS.
 DJ1256
 DJ1256                          STATION RECOVERY (1963)
 DJ1256
 DJ1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DJ1256'RECOVERED IN GOOD CONDITION.
 DJ1256
 DJ1256                          STATION RECOVERY (1980)
 DJ1256
 DJ1256'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1420 ***********************************************************************
 DJ1420  DESIGNATION -  E 29
 DJ1420  PID         -  DJ1420
 DJ1420  STATE/COUNTY-  MS/YALOBUSHA
 DJ1420  USGS QUAD   -  SCOBEY (1983)
 DJ1420
 DJ1420                         *CURRENT SURVEY CONTROL
 DJ1420  ___________________________________________________________________
 DJ1420* NAD 83(1986)-  33 55 18.     (N)    089 51 27.     (W)     SCALED    
 DJ1420* NAVD 88     -       120.944  (meters)     396.80   (feet)  ADJUSTED  
 DJ1420  ___________________________________________________________________
 DJ1420  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DJ1420  DYNAMIC HT  -         120.823 (meters)     396.40  (feet)  COMP
 DJ1420  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 DJ1420
 DJ1420  VERT ORDER  -  SECOND    CLASS 0
 DJ1420
 DJ1420.The horizontal coordinates were scaled from a topographic map and have
 DJ1420.an estimated accuracy of +/- 6 seconds.
 DJ1420
 DJ1420.The orthometric height was determined by differential leveling
 DJ1420.and adjusted in June 1991.
 DJ1420
 DJ1420.The geoid height was determined by GEOID03.
 DJ1420
 DJ1420.The dynamic height is computed by dividing the NAVD 88
 DJ1420.geopotential number by the normal gravity value computed on the
 DJ1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1420.degrees latitude (g = 980.6199 gals.).
 DJ1420
 DJ1420.The modeled gravity was interpolated from observed gravity values.
 DJ1420
 DJ1420;                    North         East    Units  Estimated Accuracy
 DJ1420;SPC MS W     -   490,360.      744,000.      MT  (+/- 180 meters Scaled)
 DJ1420
 DJ1420                          SUPERSEDED SURVEY CONTROL
 DJ1420
 DJ1420  NGVD 29 (??/??/92)  120.951  (m)          396.82   (f) ADJ UNCH    2 0
 DJ1420
 DJ1420.Superseded values are not recommended for survey control.
 DJ1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1420.See file dsdata.txt to determine how the superseded data were derived.
 DJ1420
 DJ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC358571(NAD 83)
 DJ1420_MARKER: DB = BENCH MARK DISK
 DJ1420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1420_SP_SET: FOUNDATION
 DJ1420_STAMPING: E-29 1934
 DJ1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1420
 DJ1420  HISTORY     - Date     Condition        Report By
 DJ1420  HISTORY     - 1934     MONUMENTED       CGS
 DJ1420  HISTORY     - 1973     GOOD             MSHD
 DJ1420
 DJ1420                          STATION DESCRIPTION
 DJ1420
 DJ1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1420'1.5 MI S FROM SCOBEY.
 DJ1420'1.5 MILES SOUTH OF SCOBEY.  STATION ALONG THE ILLINOIS CENTRAL
 DJ1420'RAILROAD.  5 POLES NORTH OF MILEPOST NO. N.O. 305.  AT BLOCK SIGNAL
 DJ1420'NO. J 481.9.  SET ON THE SOUTHEAST CORNER OF CONCRETE BLOCK FOUNDATION
 DJ1420'OF BLOCK SIGNAL.  9 FEET WEST OF THE CENTER LINE OF THE TRACKS.
 DJ1420
 DJ1420                          STATION RECOVERY (1973)
 DJ1420
 DJ1420'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1420'THE MARK IS LOCATED 5 MILES SSE OF TILLATOBA, 9.3 MILES SSE OF
 DJ1420'OAKLAND 10 MILES NORTH OF GRENADA, 11 MILES WSW OF COFFEEVILLE, 1.5
 DJ1420'MILES SOUTH OF SCOBEY IN THE SE CORNER OF THE CONCRETE BASE OF A
 DJ1420'SIGNAL BLOCK (SIGNAL HAS BEEN REMOVED) ON THE WEST SIDE OF THE ICRR
 DJ1420'TRACK ABOUT 0.1 MILE NORTH OF MILE POST 482, IN THE NE 1/4 OF SECTION
 DJ1420'27, T 24N, R 4E. IT IS 7.5 FEET WEST OF THE WEST RAIL, 43 FEET WEST
 DJ1420'OF TELEPHONE POLE, 7.5 FEET SOUTH OF THE SOUTH EDGE OF A BATTERY BOX,
 DJ1420'1 FOOT NORTH OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE SE
 DJ1420'CORNER OF THE CONCRETE BASE OF AN ABANDONED SIGNAL BLOCK AND IS ABOUT
 DJ1420'1/2 FOOT BELOW THE LEVEL OF THE TRACK. TO REACH FROM THE JUNCTION OF
 DJ1420'STATE HIGHWAY 7 AND U.S. HIGHWAY 51 ABOUT 6 MILES TO A CROSSROAD AND
 DJ1420'THE COUNTY LINE. CONTINUE NORTH ON U.S. HIGHWAY 51 FOR 0.5 MILE TO AN
 DJ1420'ANGLING SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD
 DJ1420'FOR 2 MILES TO A CROSSROAD. TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 DJ1420'PASSING UNDER I-55 FOR 0.15 MILE TO THE CROSSING OF THE ICRR TRACK.
 DJ1420'THENCE SOUTH ALONG THE RAILROAD TRACK FOR ABOUT 1.5 MILES TO THE MARK
 DJ1420'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0327 ***********************************************************************
 EH0327  DESIGNATION -  E 30
 EH0327  PID         -  EH0327
 EH0327  STATE/COUNTY-  MS/QUITMAN
 EH0327  USGS QUAD   -  MARKS (1969)
 EH0327
 EH0327                         *CURRENT SURVEY CONTROL
 EH0327  ___________________________________________________________________
 EH0327* NAD 83(1986)-  34 15 37.     (N)    090 15 46.     (W)     SCALED    
 EH0327* NAVD 88     -        49.269  (meters)     161.64   (feet)  ADJUSTED  
 EH0327  ___________________________________________________________________
 EH0327  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0327  DYNAMIC HT  -          49.221 (meters)     161.49  (feet)  COMP
 EH0327  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EH0327
 EH0327  VERT ORDER  -  SECOND    CLASS 0
 EH0327
 EH0327.The horizontal coordinates were scaled from a topographic map and have
 EH0327.an estimated accuracy of +/- 6 seconds.
 EH0327
 EH0327.The orthometric height was determined by differential leveling
 EH0327.and adjusted in June 1991.
 EH0327
 EH0327.The geoid height was determined by GEOID03.
 EH0327
 EH0327.The dynamic height is computed by dividing the NAVD 88
 EH0327.geopotential number by the normal gravity value computed on the
 EH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0327.degrees latitude (g = 980.6199 gals.).
 EH0327
 EH0327.The modeled gravity was interpolated from observed gravity values.
 EH0327
 EH0327;                    North         East    Units  Estimated Accuracy
 EH0327;SPC MS W     -   527,820.      706,500.      MT  (+/- 180 meters Scaled)
 EH0327
 EH0327                          SUPERSEDED SURVEY CONTROL
 EH0327
 EH0327  NGVD 29 (??/??/??)   49.313  (m)          161.79   (f) ADJUSTED    2 0
 EH0327
 EH0327.Superseded values are not recommended for survey control.
 EH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0327.See file dsdata.txt to determine how the superseded data were derived.
 EH0327
 EH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT520944(NAD 83)
 EH0327_MARKER: DB = BENCH MARK DISK
 EH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0327_STAMPING: E-30 1934
 EH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0327+STABILITY: SURFACE MOTION
 EH0327
 EH0327  HISTORY     - Date     Condition        Report By
 EH0327  HISTORY     - 1934     MONUMENTED       CGS
 EH0327  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0327  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0327
 EH0327                          STATION DESCRIPTION
 EH0327
 EH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0327'1.3 MI NE FROM MARKS.
 EH0327'1.3 MILES NORTHEAST OF MARKS POST OFFICE.  ALONG THE BATESVILLE-MARKS
 EH0327'HIGHWAY.  AT ROAD JUNCTION.  SET IN POST 75 FEET EAST OF CENTER LINE
 EH0327'OF JUNCTION AND 20 FEET SOUTH OF CENTER LINE OF THE SIDE ROAD. 2 FEET
 EH0327'NORTH OF RIGHT-OF-WAY FENCE.
 EH0327'NOTE--1979 USGS REPORT--THE ROAD HAS BEEN WIDENED AND BLACKTOPED.
 EH0327'MEASUREMENTS NOW PLACE MARK IN THE MIDDLE OF A DITCH.
 EH0327
 EH0327                          STATION RECOVERY (1979)
 EH0327
 EH0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0327'MARK NOT FOUND.
 EH0327
 EH0327                          STATION RECOVERY (2008)
 EH0327
 EH0327'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0241 ***********************************************************************
 DJ0241  DESIGNATION -  E 30 14
 DJ0241  PID         -  DJ0241
 DJ0241  STATE/COUNTY-  MS/LOWNDES
 DJ0241  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0241
 DJ0241                         *CURRENT SURVEY CONTROL
 DJ0241  ___________________________________________________________________
 DJ0241* NAD 83(1993)-  33 34 49.20957(N)    088 26 41.02073(W)     ADJUSTED  
 DJ0241* NAVD 88     -        60.954  (meters)     199.98   (feet)  ADJUSTED  
 DJ0241  ___________________________________________________________________
 DJ0241  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DJ0241  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DJ0241  DYNAMIC HT  -          60.890 (meters)     199.77  (feet)  COMP
 DJ0241  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 DJ0241
 DJ0241  HORZ ORDER  -  SECOND
 DJ0241  VERT ORDER  -  SECOND    CLASS 0
 DJ0241
 DJ0241.The horizontal coordinates were established by classical geodetic methods
 DJ0241.and adjusted by the National Geodetic Survey in May 1994.
 DJ0241
 DJ0241.The orthometric height was determined by differential leveling
 DJ0241.and adjusted in June 1991.
 DJ0241
 DJ0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0241
 DJ0241.The geoid height was determined by GEOID03.
 DJ0241
 DJ0241.The dynamic height is computed by dividing the NAVD 88
 DJ0241.geopotential number by the normal gravity value computed on the
 DJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0241.degrees latitude (g = 980.6199 gals.).
 DJ0241
 DJ0241.The modeled gravity was interpolated from observed gravity values.
 DJ0241
 DJ0241;                    North         East     Units Scale Factor Converg.
 DJ0241;SPC MS E     -   452,468.666   336,075.111   MT  0.99996604   +0 12 53.8
 DJ0241;SPC MS E     - 1,484,474.28  1,102,606.43   sFT  0.99996604   +0 12 53.8
 DJ0241;UTM  16      - 3,716,561.127   365,924.430   MT  0.99982162   -0 47 57.1
 DJ0241
 DJ0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0241!SPC MS E     -   0.99999485  x   0.99996604  =   0.99996089
 DJ0241!UTM  16      -   0.99999485  x   0.99982162  =   0.99981647
 DJ0241
 DJ0241                          SUPERSEDED SURVEY CONTROL
 DJ0241
 DJ0241  NAD 83(1993)-  33 34 49.21427(N)    088 26 41.02026(W) AD(       ) 2
 DJ0241  NAD 83(1986)-  33 34 49.21718(N)    088 26 41.02102(W) AD(       ) 2
 DJ0241  NAD 27      -  33 34 48.79400(N)    088 26 40.87400(W) AD(       ) 2
 DJ0241  NGVD 29 (??/??/92)   60.94   (m)          199.9    (f) COMPUTED    2 0
 DJ0241
 DJ0241.Superseded values are not recommended for survey control.
 DJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0241.See file dsdata.txt to determine how the superseded data were derived.
 DJ0241
 DJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC6592416561(NAD 83)
 DJ0241_MARKER: DD = SURVEY DISK
 DJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0241_STAMPING: BM E 30-14
 DJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0241+STABILITY: SURFACE MOTION
 DJ0241
 DJ0241  HISTORY     - Date     Condition        Report By
 DJ0241  HISTORY     - 1949     MONUMENTED       CGS
 DJ0241  HISTORY     - 1964     GOOD             MSHD
 DJ0241
 DJ0241                          STATION DESCRIPTION
 DJ0241
 DJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DJ0241'STATION IS ABOUT 6 MILES NORTH OF COLUMBUS.
 DJ0241'IT IS 82 FEET NORTHEAST OF THE APPROXIMATE CENTER
 DJ0241'OF A PAVED ROAD, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 DJ0241'CHURCH, AND 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 DJ0241'GRAVEL ROAD.  IT WAS USED AS A REFERENCE MARK FOR STATION CALVARY.
 DJ0241'
 DJ0241'STATION MARK IS A STANDARD UNITED STATES ENGINEER DISK SET IN THE
 DJ0241'TOP OF A 6-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 DJ0241'GROUND.  THE DISK IS STAMPED B M E 30-14.
 DJ0241
 DJ0241                          STATION RECOVERY (1964)
 DJ0241
 DJ0241'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0241'6.2 MI N FROM COLUMBUS.
 DJ0241'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 82 AND 45 IN
 DJ0241'COLUMBUS GO NORTH ON U. S. 45 FOR 4.6 MILES TO STATE HIGHWAY 373, TURN
 DJ0241'LEFT, ON STATE 373 GO 1.6 MILES TO A CHURCH AND THE MARK ON THE RIGHT.
 DJ0241'THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST.
 DJ0241'IT IS 47.86 FEET SOUTH OF TRIANGULATION STATION CALVARY, 80 FEET EAST
 DJ0241'OF THE CENTERLINE OF THE HIGHWAY, 54 FEET WEST OF THE SOUTHWEST CORNER
 DJ0241'OF THE CHURCH, 97 FEET SOUTHWEST OF A 30-INCH GUM TREE, 24 FEET NORTH
 DJ0241'OF THE CENTER OF A BLACKTOPPED ROAD, 1 FOOT EAST OF A METAL WITNESS
 DJ0241'POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1090 ***********************************************************************
 EG1090  DESIGNATION -  E 31
 EG1090  PID         -  EG1090
 EG1090  STATE/COUNTY-  MS/LAFAYETTE
 EG1090  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1090
 EG1090                         *CURRENT SURVEY CONTROL
 EG1090  ___________________________________________________________________
 EG1090* NAD 83(1986)-  34 16 19.     (N)    089 35 16.     (W)     SCALED    
 EG1090* NAVD 88     -        99.078  (meters)     325.06   (feet)  ADJUSTED  
 EG1090  ___________________________________________________________________
 EG1090  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EG1090  DYNAMIC HT  -          98.981 (meters)     324.74  (feet)  COMP
 EG1090  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EG1090
 EG1090  VERT ORDER  -  SECOND    CLASS 0
 EG1090
 EG1090.The horizontal coordinates were scaled from a topographic map and have
 EG1090.an estimated accuracy of +/- 6 seconds.
 EG1090
 EG1090.The orthometric height was determined by differential leveling
 EG1090.and adjusted in June 1991.
 EG1090
 EG1090.The geoid height was determined by GEOID03.
 EG1090
 EG1090.The dynamic height is computed by dividing the NAVD 88
 EG1090.geopotential number by the normal gravity value computed on the
 EG1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1090.degrees latitude (g = 980.6199 gals.).
 EG1090
 EG1090.The modeled gravity was interpolated from observed gravity values.
 EG1090
 EG1090;                    North         East    Units  Estimated Accuracy
 EG1090;SPC MS E     -   529,370.      230,530.      MT  (+/- 180 meters Scaled)
 EG1090
 EG1090                          SUPERSEDED SURVEY CONTROL
 EG1090
 EG1090  NGVD 29 (??/??/92)   99.066  (m)          325.02   (f) ADJ UNCH    2 0
 EG1090
 EG1090.Superseded values are not recommended for survey control.
 EG1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1090.See file dsdata.txt to determine how the superseded data were derived.
 EG1090
 EG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC617953(NAD 83)
 EG1090_MARKER: DB = BENCH MARK DISK
 EG1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1090_SP_SET: CULVERT
 EG1090_STAMPING: E-31 1934
 EG1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1090+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 EG1090
 EG1090  HISTORY     - Date     Condition        Report By
 EG1090  HISTORY     - 1934     MONUMENTED       CGS
 EG1090  HISTORY     - 1962     GOOD             NGS
 EG1090  HISTORY     - 1977     GOOD             MSHD
 EG1090  HISTORY     - 20080123 GOOD             MSDOT
 EG1090
 EG1090                          STATION DESCRIPTION
 EG1090
 EG1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1090'IN TAYLOR.
 EG1090'ALONG THE ILLINOIS CENTRAL RAILROAD 250 FEET SOUTH OF TAYLOR STATION.
 EG1090'AT 20 FOOT CONCRETE RAILROAD CULVERT.  SET IN THE CENTER OF THE SOUTH
 EG1090'WING OF WEST HEADWALL.  12 FEET WEST OF THE CENTER LINE OF THE TRACK.
 EG1090
 EG1090                          STATION RECOVERY (1962)
 EG1090
 EG1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG1090'RECOVERED IN GOOD CONDITION.
 EG1090
 EG1090                          STATION RECOVERY (1977)
 EG1090
 EG1090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1090'THE MARK IS LOCATED 7.5 MILES SOUTHWEST OF OXFORD IN THE COMMUNITY OF
 EG1090'TAYLOR ABOUT 70 YARDS SOUTH OF A CROSSING NEAR THE CENTER OF SECTION
 EG1090'26, T 9S, R 4W. IT IS 74 FEET EAST OF THE CENTER OF A BLACK TOP ROAD,
 EG1090'10.5 FEET SOUTH OF A METAL PLATE IN THE CENTER OF THE HEADWALL WITH
 EG1090'THE WORDS KATTER JOHN COIN CO. 1902 PADUCAHKY, 7.5 FEET WEST OF THE
 EG1090'WEST RAIL OF THE MAIN TRACK SET IN A DRILL HOLE NEAR THE CENTER OF
 EG1090'THE SOUTH WING OF THE WEST HEADWALL OF A 20 FOOT CONCRETE CULVERT AND
 EG1090'IS ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK. TO REACH FROM THE
 EG1090'COURTHOUSE IN OXFORD GO SOUTH ON LAMAR STREET FOR 4.1 MILES TO A T
 EG1090'INTERSECTION. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 7 FOR 2.4
 EG1090'MILES TO THE JUNCTION OF STATE HIGHWAY 328. TURN RIGHT AND GO WEST ON
 EG1090'STATE HIGHWAY 328 FOR 3 MILES TO AN ANGLING SIDE ROAD RIGHT. TURN
 EG1090'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.75 MILE TO A T
 EG1090'INTERSECTION JUST BEYOND THE RAILROAD TRACK. TURN RIGHT AND GO NORTH
 EG1090'ON A BLACK TOP ROAD FOR 0.25 MILE TO THE CULVERT AND THE MARK ON THE
 EG1090'RIGHT.
 EG1090
 EG1090                          STATION RECOVERY (2008)
 EG1090
 EG1090'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1090'THE 1977 DESCRIPTION IS SUFFICIENT FOR LOCATING THE MARK ALTHOUGH THE
 EG1090'PLATE WITH THE WORDS, KATTER JOHN COIN CO., HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1049 ***********************************************************************
 EG1049  DESIGNATION -  E 33
 EG1049  PID         -  EG1049
 EG1049  STATE/COUNTY-  MS/LAFAYETTE
 EG1049  USGS QUAD   -  DENMARK (1980)
 EG1049
 EG1049                         *CURRENT SURVEY CONTROL
 EG1049  ___________________________________________________________________
 EG1049* NAD 83(1986)-  34 15 48.     (N)    089 17 54.     (W)     SCALED    
 EG1049* NAVD 88     -       109.923  (meters)     360.64   (feet)  ADJUSTED  
 EG1049  ___________________________________________________________________
 EG1049  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EG1049  DYNAMIC HT  -         109.814 (meters)     360.28  (feet)  COMP
 EG1049  MODELED GRAV-     979,643.9   (mgal)                       NAVD 88
 EG1049
 EG1049  VERT ORDER  -  SECOND    CLASS 0
 EG1049
 EG1049.The horizontal coordinates were scaled from a topographic map and have
 EG1049.an estimated accuracy of +/- 6 seconds.
 EG1049
 EG1049.The orthometric height was determined by differential leveling
 EG1049.and adjusted in June 1991.
 EG1049
 EG1049.The geoid height was determined by GEOID03.
 EG1049
 EG1049.The dynamic height is computed by dividing the NAVD 88
 EG1049.geopotential number by the normal gravity value computed on the
 EG1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1049.degrees latitude (g = 980.6199 gals.).
 EG1049
 EG1049.The modeled gravity was interpolated from observed gravity values.
 EG1049
 EG1049;                    North         East    Units  Estimated Accuracy
 EG1049;SPC MS E     -   528,250.      257,180.      MT  (+/- 180 meters Scaled)
 EG1049
 EG1049                          SUPERSEDED SURVEY CONTROL
 EG1049
 EG1049  NGVD 29 (??/??/92)  109.882  (m)          360.50   (f) ADJ UNCH    2 0
 EG1049
 EG1049.Superseded values are not recommended for survey control.
 EG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1049.See file dsdata.txt to determine how the superseded data were derived.
 EG1049
 EG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC883937(NAD 83)
 EG1049_MARKER: DB = BENCH MARK DISK
 EG1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1049_SP_SET: FOOTWALL
 EG1049_STAMPING: E-33 1934
 EG1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1049
 EG1049  HISTORY     - Date     Condition        Report By
 EG1049  HISTORY     - 1934     MONUMENTED       CGS
 EG1049  HISTORY     - 1977     GOOD             MSHD
 EG1049
 EG1049                          STATION DESCRIPTION
 EG1049
 EG1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1049'3.9 MI W FROM TOCCOPOLA.
 EG1049'3.9 MILES WEST OF CONSOLIDATED HIGH SCHOOL AT TOCCOPOLA ALONG STATE
 EG1049'HIGHWAY NO. 6, AT 16 FOOT CONCRETE, DUAL COMPARTMENT, BOX CULVERT, AT
 EG1049'WEST FOOT OF HILL.  SET IN EAST END OF THE SOUTH CONCRETE FOOTWALL.
 EG1049
 EG1049                          STATION RECOVERY (1977)
 EG1049
 EG1049'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1049'THE MARK IS LOCATED 14.1 MILES SOUTHEAST OF OXFORD IN A CULVERT, 4.25
 EG1049'MILES WEST OF TOCCOPOLA, 3.7 MILES WEST OF LAFAYETTE-ONTOTOC COUNTY
 EG1049'LINE, 1.1 MILES WEST OF A STORE IN THE SOUTHEAST CORNER OF SECTION
 EG1049'28, T 9S, R 1W. IT IS 13.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 EG1049'334, 2 FEET NORTHWEST OF A METAL WITNESS POST, 1.5 FEET NORTHWEST OF
 EG1049'THE SOUTHEAST END OF THE CULVERT SET IN A DRILL HOLE IN THE SOUTHEAST
 EG1049'END OF THE SOUTHWEST HEADWALL OF A 6 X 5 FOOT DOUBLE BOX CULVERT AND
 EG1049'IS ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY. TO REACH FROM THE
 EG1049'COURTHOUSE IN OXFORD GO SOUTH ON LAMAR STREET FOR 0.15 MILE TO THE
 EG1049'INTERSECTION OF UNIVERSITY AVENUE. TURN LEFT AND GO EAST ON
 EG1049'UNIVERSITY AVENUE FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY
 EG1049'334. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 334 FOR 12 MILES TO THE
 EG1049'JUNCTION OF STATE HIGHWAY 331. CONTINUE EAST ON STATE HIGHWAY 334 FOR
 EG1049'3.6 MILES TO THE JUNCTION OF OLD ALLEN ROAD ON THE LEFT. CONTINUE
 EG1049'EAST ON STATE HIGHWAY 334 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0654 ***********************************************************************
 EG0654  DESIGNATION -  E 34
 EG0654  PID         -  EG0654
 EG0654  STATE/COUNTY-  MS/LEE
 EG0654  USGS QUAD   -  TUPELO (1982)
 EG0654
 EG0654                         *CURRENT SURVEY CONTROL
 EG0654  ___________________________________________________________________
 EG0654* NAD 83(1986)-  34 15 19.     (N)    088 40 05.     (W)     SCALED    
 EG0654* NAVD 88     -        96.346  (meters)     316.10   (feet)  ADJUSTED  
 EG0654  ___________________________________________________________________
 EG0654  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0654  DYNAMIC HT  -          96.249 (meters)     315.78  (feet)  COMP
 EG0654  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 EG0654
 EG0654  VERT ORDER  -  FIRST     CLASS II
 EG0654
 EG0654.The horizontal coordinates were scaled from a topographic map and have
 EG0654.an estimated accuracy of +/- 6 seconds.
 EG0654
 EG0654.The orthometric height was determined by differential leveling
 EG0654.and adjusted in June 1991.
 EG0654.WARNING-Repeat measurements at this control monument indicate possible
 EG0654.vertical movement.
 EG0654
 EG0654.The geoid height was determined by GEOID03.
 EG0654
 EG0654.The dynamic height is computed by dividing the NAVD 88
 EG0654.geopotential number by the normal gravity value computed on the
 EG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0654.degrees latitude (g = 980.6199 gals.).
 EG0654
 EG0654.The modeled gravity was interpolated from observed gravity values.
 EG0654
 EG0654;                    North         East    Units  Estimated Accuracy
 EG0654;SPC MS E     -   527,280.      315,220.      MT  (+/- 180 meters Scaled)
 EG0654
 EG0654                          SUPERSEDED SURVEY CONTROL
 EG0654
 EG0654  NGVD 29 (??/??/92)   96.279  (m)          315.88   (f) ADJ UNCH    1 2
 EG0654
 EG0654.Superseded values are not recommended for survey control.
 EG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0654.See file dsdata.txt to determine how the superseded data were derived.
 EG0654
 EG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC464917(NAD 83)
 EG0654_MARKER: DB = BENCH MARK DISK
 EG0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0654_SP_SET: CULVERT
 EG0654_STAMPING: E34 1934
 EG0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0654
 EG0654  HISTORY     - Date     Condition        Report By
 EG0654  HISTORY     - 1934     MONUMENTED       CGS
 EG0654  HISTORY     - 1965     GOOD             MSHD
 EG0654  HISTORY     - 1974     GOOD             NGS
 EG0654  HISTORY     - 1988     GOOD             USPSQD
 EG0654
 EG0654                          STATION DESCRIPTION
 EG0654
 EG0654'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0654'2.45 MI E FROM TUPELO.
 EG0654'TO REACH THE MARK FROM THE U. S. POST OFFICE IN TUPELO GO EAST ON U.
 EG0654'S. HIGHWAY 78 FOR 2.4 MILES TO A CROSSROAD, TURN RIGHT, SOUTH AND GO
 EG0654'0.1 MILE TO THE OLD HIGHWAY AND THE MARK APPROXIMATELY 150 FEET
 EG0654'SOUTHWEST OF THIS POINT.  THE MARK IS A DISK SET IN CEMENT IN A
 EG0654'DRILLED HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A 6 FOOT
 EG0654'CONCRETE BOX CULVERT, 15 FEET SOUTH OF THE CENTER OF THE ROAD AND 4
 EG0654'FEET BELOW THE LEVEL OF THE OLD HIGHWAY.
 EG0654
 EG0654                          STATION RECOVERY (1974)
 EG0654
 EG0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EG0654'RECOVERED IN GOOD CONDITION.
 EG0654
 EG0654                          STATION RECOVERY (1988)
 EG0654
 EG0654'RECOVERY NOTE BY US POWER SQUADRON 1988 (AT)
 EG0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0603 ***********************************************************************
 DJ0603  DESIGNATION -  E 34 11
 DJ0603  PID         -  DJ0603
 DJ0603  STATE/COUNTY-  MS/LOWNDES
 DJ0603  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0603
 DJ0603                         *CURRENT SURVEY CONTROL
 DJ0603  ___________________________________________________________________
 DJ0603* NAD 83(1986)-  33 24 21.     (N)    088 22 47.     (W)     SCALED    
 DJ0603* NAVD 88     -        54.106  (meters)     177.51   (feet)  ADJUSTED  
 DJ0603  ___________________________________________________________________
 DJ0603  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DJ0603  DYNAMIC HT  -          54.048 (meters)     177.32  (feet)  COMP
 DJ0603  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DJ0603
 DJ0603  VERT ORDER  -  SECOND    CLASS 0
 DJ0603
 DJ0603.The horizontal coordinates were scaled from a topographic map and have
 DJ0603.an estimated accuracy of +/- 6 seconds.
 DJ0603
 DJ0603.The orthometric height was determined by differential leveling
 DJ0603.and adjusted in June 1991.
 DJ0603
 DJ0603.The geoid height was determined by GEOID03.
 DJ0603
 DJ0603.The dynamic height is computed by dividing the NAVD 88
 DJ0603.geopotential number by the normal gravity value computed on the
 DJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0603.degrees latitude (g = 980.6199 gals.).
 DJ0603
 DJ0603.The modeled gravity was interpolated from observed gravity values.
 DJ0603
 DJ0603;                    North         East    Units  Estimated Accuracy
 DJ0603;SPC MS E     -   433,140.      342,190.      MT  (+/- 180 meters Scaled)
 DJ0603
 DJ0603                          SUPERSEDED SURVEY CONTROL
 DJ0603
 DJ0603  NGVD 29 (??/??/92)   54.086  (m)          177.45   (f) ADJ UNCH    2 0
 DJ0603
 DJ0603.Superseded values are not recommended for survey control.
 DJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0603.See file dsdata.txt to determine how the superseded data were derived.
 DJ0603
 DJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB717971(NAD 83)
 DJ0603_MARKER: DD = SURVEY DISK
 DJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0603_STAMPING: B.M. E 34-11
 DJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0603+STABILITY: SURFACE MOTION
 DJ0603
 DJ0603  HISTORY     - Date     Condition        Report By
 DJ0603  HISTORY     - UNK      MONUMENTED       DOD
 DJ0603  HISTORY     - 1946     GOOD             NGS
 DJ0603
 DJ0603                          STATION DESCRIPTION
 DJ0603
 DJ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0603'1.8 MI N FROM VAUGHN AIR FIELD.
 DJ0603'ABOUT 1.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE NORTHWEST ENTRANCE
 DJ0603'TO VAUGHN AIR FIELD, THENCE 0.7 MILE NORTH ALONG THE NASHVILLE FERRY
 DJ0603'ROAD, AT TEMPLE BAPTIST CHURCH, 104 FEET NORTHEAST OF THE NORTHEAST
 DJ0603'CORNER OF THE CHURCH BUILDING, 34 FEET WEST OF THE CENTER LINE OF THE
 DJ0603'ROAD, 34 FEET SOUTHEAST OF A WELL PUMP, 11 FEET NORTH OF A SWEET GUM
 DJ0603'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 DJ0603'HIGHER THAN ROAD LEVEL.  A U.S.E.D. DISK, STAMPED B.M. E 34-11 AND SET
 DJ0603'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0613 ***********************************************************************
 DJ0613  DESIGNATION -  E 34 29
 DJ0613  PID         -  DJ0613
 DJ0613  STATE/COUNTY-  MS/LOWNDES
 DJ0613  USGS QUAD   -  FORRESTON (1987)
 DJ0613
 DJ0613                         *CURRENT SURVEY CONTROL
 DJ0613  ___________________________________________________________________
 DJ0613* NAD 83(1986)-  33 19 43.     (N)    088 19 26.     (W)     SCALED    
 DJ0613* NAVD 88     -        45.596  (meters)     149.59   (feet)  ADJUSTED  
 DJ0613  ___________________________________________________________________
 DJ0613  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0613  DYNAMIC HT  -          45.547 (meters)     149.43  (feet)  COMP
 DJ0613  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DJ0613
 DJ0613  VERT ORDER  -  SECOND    CLASS 0
 DJ0613
 DJ0613.The horizontal coordinates were scaled from a topographic map and have
 DJ0613.an estimated accuracy of +/- 6 seconds.
 DJ0613
 DJ0613.The orthometric height was determined by differential leveling
 DJ0613.and adjusted in June 1991.
 DJ0613
 DJ0613.The geoid height was determined by GEOID03.
 DJ0613
 DJ0613.The dynamic height is computed by dividing the NAVD 88
 DJ0613.geopotential number by the normal gravity value computed on the
 DJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0613.degrees latitude (g = 980.6199 gals.).
 DJ0613
 DJ0613.The modeled gravity was interpolated from observed gravity values.
 DJ0613
 DJ0613;                    North         East    Units  Estimated Accuracy
 DJ0613;SPC MS E     -   424,600.      347,430.      MT  (+/- 180 meters Scaled)
 DJ0613
 DJ0613                          SUPERSEDED SURVEY CONTROL
 DJ0613
 DJ0613  NGVD 29 (??/??/92)   45.575  (m)          149.52   (f) ADJ UNCH    2 0
 DJ0613
 DJ0613.Superseded values are not recommended for survey control.
 DJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0613.See file dsdata.txt to determine how the superseded data were derived.
 DJ0613
 DJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB767885(NAD 83)
 DJ0613_MARKER: DD = SURVEY DISK
 DJ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0613_STAMPING: BM 34-29
 DJ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0613+STABILITY: SURFACE MOTION
 DJ0613
 DJ0613  HISTORY     - Date     Condition        Report By
 DJ0613  HISTORY     - UNK      MONUMENTED       DOD
 DJ0613  HISTORY     - 1963     GOOD             MSHD
 DJ0613
 DJ0613                          STATION DESCRIPTION
 DJ0613
 DJ0613'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0613'5.8 MI SE FROM VAUGHN AIR FIELD.
 DJ0613'TO REACH FROM THE NORTHWEST ENTRANCE TO VAUGHN AIR FIELD GO 1.9 MILES
 DJ0613'SOUTHEAST ALONG A GRAVEL ROAD TO ITS JUNCTION WITH THE
 DJ0613'COLUMBUS-NASHVILLE FERRY ROAD, GO SOUTH ON THE FERRY ROAD 3.9 MILES TO
 DJ0613'A T INTERSECTION AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 DJ0613'THE TOP OF A 5-INCH SQUARE CONCRETE POST.  IT IS 45 FEET WEST OF THE
 DJ0613'CENTER OF THE INTERSECTION, 38 FEET SOUTHWEST OF THE CENTER OF THE
 DJ0613'NORTHWEST-SOUTHEAST ROAD, 35 FEET NORTHWEST OF THE CENTER OF THE
 DJ0613'SOUTHWEST-NORTHEAST ROAD, 2 FEET ABOVE THE LEVEL OF THE ROADS AND
 DJ0613'PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE
 DJ0613'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1332 ***********************************************************************
 EG1332  DESIGNATION -  E 342
 EG1332  PID         -  EG1332
 EG1332  STATE/COUNTY-  MS/TISHOMINGO
 EG1332  USGS QUAD   -  IUKA (1984)
 EG1332
 EG1332                         *CURRENT SURVEY CONTROL
 EG1332  ___________________________________________________________________
 EG1332* NAD 83(1986)-  34 48 02.     (N)    088 10 28.     (W)     SCALED    
 EG1332* NAVD 88     -       186.823  (meters)     612.94   (feet)  ADJUSTED  
 EG1332  ___________________________________________________________________
 EG1332  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1332  DYNAMIC HT  -         186.645 (meters)     612.35  (feet)  COMP
 EG1332  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 EG1332
 EG1332  VERT ORDER  -  FIRST     CLASS II
 EG1332
 EG1332.The horizontal coordinates were scaled from a topographic map and have
 EG1332.an estimated accuracy of +/- 6 seconds.
 EG1332
 EG1332.The orthometric height was determined by differential leveling
 EG1332.and adjusted in June 1991.
 EG1332
 EG1332.The geoid height was determined by GEOID03.
 EG1332
 EG1332.The dynamic height is computed by dividing the NAVD 88
 EG1332.geopotential number by the normal gravity value computed on the
 EG1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1332.degrees latitude (g = 980.6199 gals.).
 EG1332
 EG1332.The modeled gravity was interpolated from observed gravity values.
 EG1332
 EG1332;                    North         East    Units  Estimated Accuracy
 EG1332;SPC MS E     -   587,950.      360,290.      MT  (+/- 180 meters Scaled)
 EG1332
 EG1332                          SUPERSEDED SURVEY CONTROL
 EG1332
 EG1332.No superseded survey control is available for this station.
 EG1332
 EG1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD925515(NAD 83)
 EG1332_MARKER: I = METAL ROD
 EG1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1332_SP_SET: STAINLESS STEEL ROD
 EG1332_STAMPING: E 342 1983
 EG1332_MARK LOGO: NGS   
 EG1332_PROJECTION: FLUSH
 EG1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1332_ROD/PIPE-DEPTH: 14.6 meters
 EG1332
 EG1332  HISTORY     - Date     Condition        Report By
 EG1332  HISTORY     - 1983     MONUMENTED       NGS
 EG1332
 EG1332                          STATION DESCRIPTION
 EG1332
 EG1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1332'2.8 KM (1.75 MI) EAST FROM IUKA.
 EG1332'2.8 KM (1.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG1332'STATE HIGHWAY 25 IN IUKA, SET AT A POWERLINE POLE ON THE HIGHWAY
 EG1332'RIGHT-OF-WAY, 13.72 METERS (45.0 FT) NORTHEAST OF THE CENTERLINE OF
 EG1332'THE HIGHWAY, 24.20 METERS (79.4 FT) NORTHWEST OF A FIRE HYDRANT,
 EG1332'5.03 METERS (16.5 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO
 EG1332'A BRICK HOUSE, AND 0.91 METERS (3.0 FT) SOUTHEAST OF A POWERLINE POLE.
 EG1332'NOTE, ROD ANCHORED.
 EG1332'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 EG1332'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1362 ***********************************************************************
 EG1362  DESIGNATION -  E 343
 EG1362  PID         -  EG1362
 EG1362  STATE/COUNTY-  MS/ALCORN
 EG1362  USGS QUAD   -  RIENZI (1982)
 EG1362
 EG1362                         *CURRENT SURVEY CONTROL
 EG1362  ___________________________________________________________________
 EG1362* NAD 83(1986)-  34 49 30.     (N)    088 33 36.     (W)     SCALED    
 EG1362* NAVD 88     -       134.863  (meters)     442.46   (feet)  ADJUSTED  
 EG1362  ___________________________________________________________________
 EG1362  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1362  DYNAMIC HT  -         134.735 (meters)     442.04  (feet)  COMP
 EG1362  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 EG1362
 EG1362  VERT ORDER  -  FIRST     CLASS II
 EG1362
 EG1362.The horizontal coordinates were scaled from a topographic map and have
 EG1362.an estimated accuracy of +/- 6 seconds.
 EG1362
 EG1362.The orthometric height was determined by differential leveling
 EG1362.and adjusted in June 1991.
 EG1362
 EG1362.The geoid height was determined by GEOID03.
 EG1362
 EG1362.The dynamic height is computed by dividing the NAVD 88
 EG1362.geopotential number by the normal gravity value computed on the
 EG1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1362.degrees latitude (g = 980.6199 gals.).
 EG1362
 EG1362.The modeled gravity was interpolated from observed gravity values.
 EG1362
 EG1362;                    North         East    Units  Estimated Accuracy
 EG1362;SPC MS E     -   590,490.      325,000.      MT  (+/- 180 meters Scaled)
 EG1362
 EG1362                          SUPERSEDED SURVEY CONTROL
 EG1362
 EG1362.No superseded survey control is available for this station.
 EG1362
 EG1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573547(NAD 83)
 EG1362_MARKER: I = METAL ROD
 EG1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1362_SP_SET: STAINLESS STEEL ROD
 EG1362_STAMPING: E 343 1983
 EG1362_MARK LOGO: NGS   
 EG1362_PROJECTION: FLUSH
 EG1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1362_ROD/PIPE-DEPTH: 6.09 meters
 EG1362
 EG1362  HISTORY     - Date     Condition        Report By
 EG1362  HISTORY     - 1983     MONUMENTED       NGS
 EG1362  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG1362
 EG1362                          STATION DESCRIPTION
 EG1362
 EG1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1362'11.9 KM (7.4 MI) SOUTH FROM CORINTH.
 EG1362'11.9 KM (7.4 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY 72
 EG1362'OVERPASS ON THE WEST EDGE OF CORINTH, AT A POWERLINE POLE ON THE WEST
 EG1362'SIDE OF THE HIGHWAY AND ON HIGHWAY RIGHT-OF-WAY, 15.12 METERS
 EG1362'(49.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.46 METERS
 EG1362'(4.8 FT) EAST OF A POWERLINE POLE.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 EG1362'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 EG1362'THE MARK IS 0.6 M ABOVE HIGHWAY.
 EG1362
 EG1362                          STATION RECOVERY (2004)
 EG1362
 EG1362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2527 ***********************************************************************
 EH2527  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2527  DESIGNATION -  E 344
 EH2527  PID         -  EH2527
 EH2527  STATE/COUNTY-  MS/COAHOMA
 EH2527  USGS QUAD   -  MOON LAKE (1964)
 EH2527
 EH2527                         *CURRENT SURVEY CONTROL
 EH2527  ___________________________________________________________________
 EH2527* NAD 83(2007)-  34 29 15.96043(N)    090 33 08.84839(W)     ADJUSTED  
 EH2527* NAVD 88     -        57.08   (meters)     187.3    (feet)  GPS OBS   
 EH2527  ___________________________________________________________________
 EH2527  EPOCH DATE  -        2002.00
 EH2527  X           -     -50,744.586 (meters)                     COMP
 EH2527  Y           -  -5,262,592.067 (meters)                     COMP
 EH2527  Z           -   3,591,190.565 (meters)                     COMP
 EH2527  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EH2527  ELLIP HEIGHT-          30.171 (meters)          (02/10/07) ADJUSTED
 EH2527  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH2527
 EH2527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH2527  Type    PID    Designation                      North   East  Ellip
 EH2527  -------------------------------------------------------------------
 EH2527  NETWORK EH2527 E 344                             0.82   0.69   1.45
 EH2527  -------------------------------------------------------------------
 EH2527
 EH2527.The horizontal coordinates were established by GPS observations
 EH2527.and adjusted by the National Geodetic Survey in February 2007.
 EH2527
 EH2527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2527.The horizontal coordinates are valid at the epoch date displayed above.
 EH2527.The epoch date for horizontal control is a decimal equivalence
 EH2527.of Year/Month/Day.
 EH2527
 EH2527.The orthometric height was determined by GPS observations and a
 EH2527.high-resolution geoid model.
 EH2527.The orthometric height was determined by GPS observations and a
 EH2527.high-resolution geoid model using precise GPS observation and
 EH2527.processing techniques. It supersedes the leveled height previously
 EH2527.determined for this station.
 EH2527
 EH2527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2527
 EH2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2527
 EH2527.The ellipsoidal height was determined by GPS observations
 EH2527.and is referenced to NAD 83.
 EH2527
 EH2527.The geoid height was determined by GEOID03.
 EH2527
 EH2527;                    North         East     Units Scale Factor Converg.
 EH2527;SPC MS W     -   553,072.713   679,873.655   MT  0.99995499   -0 07 26.7
 EH2527;SPC MS W     - 1,814,539.39  2,230,552.15   sFT  0.99995499   -0 07 26.7
 EH2527;UTM  15      - 3,818,959.858   724,749.849   MT  1.00022266   +1 23 11.2
 EH2527
 EH2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2527!SPC MS W     -   0.99999526  x   0.99995499  =   0.99995025
 EH2527!UTM  15      -   0.99999526  x   1.00022266  =   1.00021792
 EH2527
 EH2527                          SUPERSEDED SURVEY CONTROL
 EH2527
 EH2527  NAD 83(1993)-  34 29 15.96008(N)    090 33 08.84798(W) AD(       ) B
 EH2527  ELLIP H (09/08/03)   30.167  (m)                       GP(       ) 4 1
 EH2527  NAVD 88 (07/07/94)   57.113  (m)          187.38   (f) ADJUSTED    1 2
 EH2527  NAVD 88 (06/15/91)   57.102  (m)          187.34   (f) UNKNOWN     1 2
 EH2527  NGVD 29 (??/??/??)   57.143  (m)          187.48   (f) ADJUSTED    1 2
 EH2527
 EH2527.Superseded values are not recommended for survey control.
 EH2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2527.See file dsdata.txt to determine how the superseded data were derived.
 EH2527
 EH2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2475018960(NAD 83)
 EH2527_MARKER: I = METAL ROD
 EH2527_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2527_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2527_STAMPING: E 344 1983
 EH2527_MARK LOGO: NGS   
 EH2527_PROJECTION: RECESSED 5 CENTIMETERS
 EH2527_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2527+STABILITY: POSITION/ELEVATION WELL
 EH2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2527+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH2527_ROD/PIPE-DEPTH: 31.7 meters
 EH2527_SLEEVE-DEPTH  : 6.09 meters
 EH2527
 EH2527  HISTORY     - Date     Condition        Report By
 EH2527  HISTORY     - 1983     MONUMENTED       NGS
 EH2527  HISTORY     - 1985     GOOD             NGS
 EH2527  HISTORY     - 19920123 GOOD             NGS
 EH2527  HISTORY     - 20020307 GOOD             USACE
 EH2527  HISTORY     - 20020418 GOOD             EMCINC
 EH2527  HISTORY     - 20080130 GOOD             MSDOT
 EH2527
 EH2527                          STATION DESCRIPTION
 EH2527
 EH2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2527'7.4 KM (4.6 MI) NW FROM LULA.
 EH2527'THE MARK IS 9.14 M BELOW HIGHWAY.
 EH2527'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE OLD HIGH
 EH2527'SCHOOL IN LULA (WHICH IS 1.9 KM (1.2 MI) WEST OF THE POST OFFICE) TO
 EH2527'THE CREST OF THE LEVEE, SET AT THE TOE OF THE LEVEE BY A CROSS FENCE,
 EH2527'BETWEEN TWO WITNESS POST, 0.3 KM (0.2 MI) NORTH ALONG THE LEVEE FROM
 EH2527'MILEPOST 58, ALSO, 2.6 KM (1.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 49
 EH2527'FROM THE EAST END OF THE MISSISSIPPI RIVER BRIDGE TO THE LEVEE AND THE
 EH2527'MARK, 53.94 METERS (177.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 EH2527'U.S. HIGHWAY 49, 52.12 METERS (171.0 FT) EAST OF THE CENTER OF THE TOP
 EH2527'OF THE LEVEE AND A METAL GATE, 10.36 METERS (34.0 FT) EAST OF THE EAST
 EH2527'END OF A METAL CATTLE GUARD, 15.08 METERS (49.5 FT) WEST OF THE CENTER
 EH2527'OF A METAL GATE IN FENCE LINE, AND 1.52 METERS (5.0 FT) SOUTH OF A
 EH2527'FENCE.
 EH2527'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 EH2527
 EH2527                          STATION RECOVERY (1985)
 EH2527
 EH2527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2527'RECOVERED IN GOOD CONDITION.
 EH2527
 EH2527                          STATION RECOVERY (1992)
 EH2527
 EH2527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2527'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2527'OFFICE IN FRIARS POINT, THENCE 6.0 KM (3.70 MI) NORTHEASTERLY ALONG
 EH2527'SEEP WATER ROAD, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG STATE
 EH2527'HIGHWAY 1, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG U.S. HIGHWAY 49,
 EH2527'53.9 M (176.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 52.1 M (170.9 FT)
 EH2527'EAST OF THE CENTER OF A GRAVELED ROAD ON TOP OF A LEVEE, 15.1 M
 EH2527'(49.5 FT) WEST OF THE CENTER OF A GATE, 12.0 M (39.4 FT) EAST OF THE
 EH2527'CENTER OF A CATTLE GUARD AND A GRAVELED ROAD, 7.0 M (23.0 FT) BELOW
 EH2527'THE LEVEL OF THE HIGHWAY, 1.6 M (5.2 FT) SOUTH OF A WITNESS POST AND
 EH2527'FENCE, AND 0.4 M (1.3 FT) SOUTH OF A VERTICAL 6-INCH STEEL POST.
 EH2527'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2527
 EH2527                          STATION RECOVERY (2002)
 EH2527
 EH2527'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EH2527'RECOVERED IN GOOD CONDITION.
 EH2527
 EH2527                          STATION RECOVERY (2002)
 EH2527
 EH2527'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH2527'MARK FOUND AS DESCRIBED.
 EH2527'
 EH2527
 EH2527                          STATION RECOVERY (2008)
 EH2527
 EH2527'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2532 ***********************************************************************
 EH2532  DESIGNATION -  E 345
 EH2532  PID         -  EH2532
 EH2532  STATE/COUNTY-  MS/COAHOMA
 EH2532  USGS QUAD   -  MOON LAKE (1964)
 EH2532
 EH2532                         *CURRENT SURVEY CONTROL
 EH2532  ___________________________________________________________________
 EH2532* NAD 83(1986)-  34 25 13.     (N)    090 33 40.     (W)     SCALED    
 EH2532* NAVD 88     -        63.011  (meters)     206.73   (feet)  ADJUSTED  
 EH2532  ___________________________________________________________________
 EH2532  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH2532  DYNAMIC HT  -          62.950 (meters)     206.53  (feet)  COMP
 EH2532  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 EH2532
 EH2532  VERT ORDER  -  FIRST     CLASS II
 EH2532
 EH2532.The horizontal coordinates were scaled from a topographic map and have
 EH2532.an estimated accuracy of +/- 6 seconds.
 EH2532
 EH2532.The orthometric height was determined by differential leveling
 EH2532.and adjusted in July 1994.
 EH2532
 EH2532.The geoid height was determined by GEOID03.
 EH2532
 EH2532.The dynamic height is computed by dividing the NAVD 88
 EH2532.geopotential number by the normal gravity value computed on the
 EH2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2532.degrees latitude (g = 980.6199 gals.).
 EH2532
 EH2532.The modeled gravity was interpolated from observed gravity values.
 EH2532
 EH2532;                    North         East    Units  Estimated Accuracy
 EH2532;SPC MS W     -   545,590.      679,060.      MT  (+/- 180 meters Scaled)
 EH2532
 EH2532                          SUPERSEDED SURVEY CONTROL
 EH2532
 EH2532  NAVD 88 (06/15/91)   63.000  (m)          206.69   (f) UNKNOWN     1 2
 EH2532  NGVD 29 (??/??/??)   63.049  (m)          206.85   (f) ADJUSTED    1 2
 EH2532
 EH2532.Superseded values are not recommended for survey control.
 EH2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2532.See file dsdata.txt to determine how the superseded data were derived.
 EH2532
 EH2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU241114(NAD 83)
 EH2532_MARKER: I = METAL ROD
 EH2532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2532_SP_SET: STAINLESS STEEL ROD
 EH2532_STAMPING: E 345 1983
 EH2532_MARK LOGO: NGS   
 EH2532_PROJECTION: FLUSH
 EH2532_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2532+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2532_ROD/PIPE-DEPTH: 25.0 meters
 EH2532
 EH2532  HISTORY     - Date     Condition        Report By
 EH2532  HISTORY     - 1983     MONUMENTED       NGS
 EH2532  HISTORY     - 19920123 GOOD             NGS
 EH2532  HISTORY     - 20030610 GOOD             USACE
 EH2532
 EH2532                          STATION DESCRIPTION
 EH2532
 EH2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2532'15.8 KM (9.8 MI) SW FROM LULA.
 EH2532'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2532'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2532'SCHOOL IN LULA, THENCE 8.4 KM (5.2 MI) SOUTH ALONG THE TOP OF THE NEW
 EH2532'LEVEE, AT MILEPOST 63/64, SET BETWEEN TWO WITNESS POSTS, 2.44 METERS
 EH2532'(8.0 FT) SOUTHEAST OF APPROXIMATE CENTER OF THE LEVEE ROAD, AND
 EH2532'4.40 METERS (14.4 FT) WEST-NORTHWEST OF CONCRETE MILE MARKER 63/64.
 EH2532'NOTE, THE ROD WAS DRIVEN TO GRADUAL REFUSAL.
 EH2532'THE MARK IS 0.30 METERS  SSW FROM A WITNESS POST.
 EH2532
 EH2532                          STATION RECOVERY (1992)
 EH2532
 EH2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2532'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2532'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH2532'PORT ROAD, THENCE 7.8 KM (4.85 MI) NORTHEASTERLY ALONG A GRAVELED
 EH2532'ROAD ON TOP OF A LEVEE, 4.2 M (13.8 FT) EAST OF AND LEVEL WITH THE
 EH2532'ROAD CENTER, 2.5 M (8.2 FT) WEST OF LEVEE MARKER 63-64, 0.3 M
 EH2532'(1.0 FT) NORTH OF A VERTICAL 6-INCH STEEL POST, 0.3 M (1.0 FT) SOUTH
 EH2532'OF A VERTICAL 6-INCH STEEL POST.  NOTE--ACCESS TO THE DATUM POINT IS
 EH2532'THROUGH A 5-INCH LOGO CAP.
 EH2532
 EH2532                          STATION RECOVERY (2003)
 EH2532
 EH2532'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2562 ***********************************************************************
 EH2562  DESIGNATION -  E 346
 EH2562  PID         -  EH2562
 EH2562  STATE/COUNTY-  MS/COAHOMA
 EH2562  USGS QUAD   -  RENA LARA (1982)
 EH2562
 EH2562                         *CURRENT SURVEY CONTROL
 EH2562  ___________________________________________________________________
 EH2562* NAD 83(1986)-  34 10 01.     (N)    090 47 05.     (W)     SCALED    
 EH2562* NAVD 88     -        59.200  (meters)     194.23   (feet)  ADJUSTED  
 EH2562  ___________________________________________________________________
 EH2562  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH2562  DYNAMIC HT  -          59.142 (meters)     194.03  (feet)  COMP
 EH2562  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 EH2562
 EH2562  VERT ORDER  -  FIRST     CLASS II
 EH2562
 EH2562.The horizontal coordinates were scaled from a topographic map and have
 EH2562.an estimated accuracy of +/- 6 seconds.
 EH2562
 EH2562.The orthometric height was determined by differential leveling
 EH2562.and adjusted in June 1991.
 EH2562
 EH2562.The geoid height was determined by GEOID03.
 EH2562
 EH2562.The dynamic height is computed by dividing the NAVD 88
 EH2562.geopotential number by the normal gravity value computed on the
 EH2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2562.degrees latitude (g = 980.6199 gals.).
 EH2562
 EH2562.The modeled gravity was interpolated from observed gravity values.
 EH2562
 EH2562;                    North         East    Units  Estimated Accuracy
 EH2562;SPC MS W     -   517,560.      658,380.      MT  (+/- 180 meters Scaled)
 EH2562
 EH2562                          SUPERSEDED SURVEY CONTROL
 EH2562
 EH2562  NGVD 29 (??/??/??)   59.275  (m)          194.47   (f) ADJUSTED    1 2
 EH2562
 EH2562.Superseded values are not recommended for survey control.
 EH2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2562.See file dsdata.txt to determine how the superseded data were derived.
 EH2562
 EH2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT041828(NAD 83)
 EH2562_MARKER: F = FLANGE-ENCASED ROD
 EH2562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2562_SP_SET: STAINLESS STEEL ROD
 EH2562_STAMPING: E 346 1983
 EH2562_MARK LOGO: NGS   
 EH2562_PROJECTION: RECESSED 6 CENTIMETERS
 EH2562_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2562+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 EH2562_ROD/PIPE-DEPTH: 31.7 meters
 EH2562
 EH2562  HISTORY     - Date     Condition        Report By
 EH2562  HISTORY     - 1983     MONUMENTED       NGS
 EH2562  HISTORY     - 19920123 GOOD             NGS
 EH2562  HISTORY     - 20030610 GOOD             USACE
 EH2562  HISTORY     - 20050825 GOOD             NGS
 EH2562
 EH2562                          STATION DESCRIPTION
 EH2562
 EH2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2562'2.65 KM (1.65 MI) NORTH FROM RENA LARA.
 EH2562'THE MARK IS 0.46 M BELOW TOP OF LEVEE.
 EH2562'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2562'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2562'TOP OF THE LEVEE, THENCE 2.0 KM (1.25 MI) NORTH ALONG THE TOP OF THE
 EH2562'LEVEE, SET ON THE CREST OF THE LEVEE BY MILEPOST 90/91, AND 0.6 KM
 EH2562'(0.4 MI) NORTHEAST OF A METAL CATTLE GUARD AND A CROSS FENCE ON TOP OF
 EH2562'THE LEVEE, 4.87 METERS (16.0 FT) SOUTHEAST OF TOP OF LEVEE, AND
 EH2562'2.43 METERS (8.0 FT) NORTH OF MILEPOST 90/91.
 EH2562'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 EH2562
 EH2562                          STATION RECOVERY (1992)
 EH2562
 EH2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2562'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2562'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH2562'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 4.8 KM (3.00 MI)
 EH2562'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER
 EH2562'LEVEE, 5.1 M (16.7 FT) SOUTHEAST OF THE ROAD CENTER, 2.2 M (7.2 FT)
 EH2562'NORTH OF LEVEE MARKER NUMBER 90-91, 0.6 M (2.0 FT) NORTHEAST OF A
 EH2562'6-INCH STEEL POST, AND 0.4 M (1.3 FT) SOUTHWEST OF A 6-INCH STEEL
 EH2562'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2562
 EH2562                          STATION RECOVERY (2003)
 EH2562
 EH2562'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2562'RECOVERED IN GOOD CONDITION.
 EH2562
 EH2562                          STATION RECOVERY (2005)
 EH2562
 EH2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DBC)
 EH2562'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2466 ***********************************************************************
 EH2466  DESIGNATION -  E 348
 EH2466  PID         -  EH2466
 EH2466  STATE/COUNTY-  MS/DE SOTO
 EH2466  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2466
 EH2466                         *CURRENT SURVEY CONTROL
 EH2466  ___________________________________________________________________
 EH2466* NAD 83(1993)-  34 59 16.62983(N)    090 12 04.25907(W)     NO CHECK  
 EH2466* NAVD 88     -        71.646  (meters)     235.06   (feet)  ADJUSTED  
 EH2466  ___________________________________________________________________
 EH2466  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 EH2466  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH2466  DYNAMIC HT  -          71.580 (meters)     234.84  (feet)  COMP
 EH2466  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 EH2466
 EH2466  HORZ ORDER  -  SECOND
 EH2466  VERT ORDER  -  FIRST     CLASS II
 EH2466
 EH2466.The horizontal coordinates were established by classical geodetic methods
 EH2466.and adjusted by the National Geodetic Survey in May 1994.
 EH2466.No horizontal observational check was made to the station.
 EH2466
 EH2466.The orthometric height was determined by differential leveling
 EH2466.and adjusted in June 1991.
 EH2466
 EH2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2466
 EH2466.The geoid height was determined by GEOID03.
 EH2466
 EH2466.The dynamic height is computed by dividing the NAVD 88
 EH2466.geopotential number by the normal gravity value computed on the
 EH2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2466.degrees latitude (g = 980.6199 gals.).
 EH2466
 EH2466.The modeled gravity was interpolated from observed gravity values.
 EH2466
 EH2466;                    North         East     Units Scale Factor Converg.
 EH2466;SPC MS W     -   608,544.646   712,064.923   MT  0.99995179   +0 04 32.8
 EH2466;SPC MS W     - 1,996,533.56  2,336,166.33   sFT  0.99995179   +0 04 32.8
 EH2466;SPC AR N     -    74,125.025   564,223.944   MT  0.99998971   +1 02 48.2
 EH2466;SPC AR N     -   243,191.85  1,851,124.72   sFT  0.99998971   +1 02 48.2
 EH2466;UTM  15      - 3,875,286.595   755,469.174   MT  1.00040444   +1 36 20.6
 EH2466
 EH2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2466!SPC MS W     -   0.99999302  x   0.99995179  =   0.99994482
 EH2466!SPC AR N     -   0.99999302  x   0.99998971  =   0.99998273
 EH2466!UTM  15      -   0.99999302  x   1.00040444  =   1.00039746
 EH2466
 EH2466                          SUPERSEDED SURVEY CONTROL
 EH2466
 EH2466  NAD 83(1993)-  34 59 16.63076(N)    090 12 04.26109(W) AD(       ) 2
 EH2466  NAD 83(1986)-  34 59 16.63960(N)    090 12 04.25928(W) AD(       ) 2
 EH2466  NAD 27      -  34 59 16.29627(N)    090 12 03.91378(W) AD(       ) 2
 EH2466  NGVD 29 (??/??/??)   71.638  (m)          235.03   (f) ADJUSTED    1 2
 EH2466
 EH2466.Superseded values are not recommended for survey control.
 EH2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2466.See file dsdata.txt to determine how the superseded data were derived.
 EH2466
 EH2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5546975287(NAD 83)
 EH2466_MARKER: I = METAL ROD
 EH2466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2466_SP_SET: STAINLESS STEEL ROD
 EH2466_STAMPING: E 348 1983
 EH2466_MARK LOGO: NGS   
 EH2466_PROJECTION: FLUSH
 EH2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2466+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2466_ROD/PIPE-DEPTH: 31.6 meters
 EH2466
 EH2466  HISTORY     - Date     Condition        Report By
 EH2466  HISTORY     - 1983     MONUMENTED       NGS
 EH2466  HISTORY     - 1984     GOOD             NGS
 EH2466  HISTORY     - 1984     GOOD             NGS
 EH2466  HISTORY     - 20030408 GOOD             USACE
 EH2466
 EH2466                          STATION DESCRIPTION
 EH2466
 EH2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2466'9.5 KM (5.9 MI) NW FROM WALLS.
 EH2466'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2466'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2466'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 5.8 KM (3.6 MI) WEST
 EH2466'ALONG THE GRAVEL ROAD ON TOP THE LEVEE AT A CATTLE GUARD IN THE CENTER
 EH2466'OF THE GRAVEL ROAD, 0.5 KM (0.3 MI) EAST-SOUTHEAST OF A GRAVEL ROAD
 EH2466'LEADING SOUTHWEST OF THE LEVEE TO A LARGE METAL BUILDING, 3.3 METERS
 EH2466'(11.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD,
 EH2466'10.3 METERS (34.0 FT) EAST OF CONCRETE MILEPOST NUMBER 4/5,
 EH2466'9.38 METERS (30.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD
 EH2466'IRON CATTLE GUARD, AND 10.3 METERS (34.0 FT) EAST-SOUTHEAST OF A
 EH2466'BARBED WIRE FENCE.
 EH2466'THE MARK IS 0.2 METERS  NNE FROM A WITNESS POST.
 EH2466'THE MARK IS ABOVE LEVEL WITH ROAD.
 EH2466
 EH2466                          STATION RECOVERY (1984)
 EH2466
 EH2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2466'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 I) NORTHWEST OF WALLS, 0.8
 EH2466'KM (0.5 MI) SOUTH OF THE TENNESSEE LINE, ALONG THE LEVEE AT MILEPOST
 EH2466'4/5 AND IN THE EXTREME NORTHWEST CORNER OF SECTION 19, T1S, R9W.
 EH2466'OWNERSHIP--YAZOO MISSISSIPPI DELTA LEVEE BOARD, C/O JOE F. MOONEY,
 EH2466'CHIEF ENGINEER, PO BOX 610, CLARKSDALE, MS 38614, TELEPHONE (601)
 EH2466'624-4397.
 EH2466'
 EH2466'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, GO NORTHEAST ON
 EH2466'U.S. HIGHWAY 61 FOR 3.1 KM (1.95 MI) TO A DIRT ROAD LEFT.  TURN LEFT
 EH2466'AND GO WEST ALONG THE LEVEE ROAD FOR 0.6 KM (0.4 MI) TO A LOCKED
 EH2466'GATE, JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE SOUTHWEST THRU
 EH2466'THE GATE AND ALONG THE LEVEE ROAD FOR 4.3 KM (2.65 MI) TO THE
 EH2466'MILEPOST, GO SOUTHWESTERLY ON THE LEVEE ROAD FOR 1.5 KM (0.95 MI) TO
 EH2466'MILEPOST 4/5 AND THE MARK ON THE LEFT.
 EH2466'
 EH2466'THE STATION IS A PUNCH MARK IN TOP OF A STANDARD NGS STAINLESS STEEL
 EH2466'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---E
 EH2466'348 1983--- FLUSH WITH GROUND.  ROD RECESSED 8 CM BELOW GROUND OR LOGO
 EH2466'CAP LOCATED 10.4 METERS (34.1 FEET) E FROM CONCRETE MILEPOST 4/5,
 EH2466'10.3 METERS (33.8 FEET) ESE FROM A BARBED WIRE FENCE, 9.38 METERS
 EH2466'(30.77 FEET) SE FROM THE SOUTHEAST CORNER OF IRON CATTLE GUARD, AND
 EH2466'3.6 METERS (11.8 FEET) SSW FROM THE CENTER OF THE GRAVEL LEVEE ROAD
 EH2466'AND BETWEEN TWO STEEL BLADES PAINTED WHITE.
 EH2466'
 EH2466'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2466'MISSISSIPPI, MAY-JUNE 1984.
 EH2466
 EH2466                          STATION RECOVERY (1984)
 EH2466
 EH2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2466'RECOVERED IN GOOD CONDITION.
 EH2466
 EH2466                          STATION RECOVERY (2003)
 EH2466
 EH2466'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2501 ***********************************************************************
 EH2501  DESIGNATION -  E 349
 EH2501  PID         -  EH2501
 EH2501  STATE/COUNTY-  MS/TUNICA
 EH2501  USGS QUAD   -  COUNCIL (1991)
 EH2501
 EH2501                         *CURRENT SURVEY CONTROL
 EH2501  ___________________________________________________________________
 EH2501* NAD 83(1986)-  34 45 01.     (N)    090 23 59.     (W)     SCALED    
 EH2501* NAVD 88     -        66.906  (meters)     219.51   (feet)  ADJUSTED  
 EH2501  ___________________________________________________________________
 EH2501  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH2501  DYNAMIC HT  -          66.843 (meters)     219.30  (feet)  COMP
 EH2501  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 EH2501
 EH2501  VERT ORDER  -  FIRST     CLASS II
 EH2501
 EH2501.The horizontal coordinates were scaled from a topographic map and have
 EH2501.an estimated accuracy of +/- 6 seconds.
 EH2501
 EH2501.The orthometric height was determined by differential leveling
 EH2501.and adjusted in June 1991.
 EH2501
 EH2501.The geoid height was determined by GEOID03.
 EH2501
 EH2501.The dynamic height is computed by dividing the NAVD 88
 EH2501.geopotential number by the normal gravity value computed on the
 EH2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2501.degrees latitude (g = 980.6199 gals.).
 EH2501
 EH2501.The modeled gravity was interpolated from observed gravity values.
 EH2501
 EH2501;                    North         East    Units  Estimated Accuracy
 EH2501;SPC MS W     -   582,170.      693,920.      MT  (+/- 180 meters Scaled)
 EH2501
 EH2501                          SUPERSEDED SURVEY CONTROL
 EH2501
 EH2501  NGVD 29 (??/??/??)   66.927  (m)          219.58   (f) ADJUSTED    1 2
 EH2501
 EH2501.Superseded values are not recommended for survey control.
 EH2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2501.See file dsdata.txt to determine how the superseded data were derived.
 EH2501
 EH2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU380484(NAD 83)
 EH2501_MARKER: I = METAL ROD
 EH2501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2501_SP_SET: STAINLESS STEEL ROD
 EH2501_STAMPING: E 349 1983
 EH2501_MARK LOGO: NGS   
 EH2501_PROJECTION: FLUSH
 EH2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2501+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2501_ROD/PIPE-DEPTH: 23.1 meters
 EH2501
 EH2501  HISTORY     - Date     Condition        Report By
 EH2501  HISTORY     - 1983     MONUMENTED       NGS
 EH2501  HISTORY     - 20030604 GOOD             USACE
 EH2501  HISTORY     - 20080514 GOOD             MSDOT
 EH2501
 EH2501                          STATION DESCRIPTION
 EH2501
 EH2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2501'16.8 KM (10.45 MI) NW FROM TUNICA.
 EH2501'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2501'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2501'CROWN OF THE LEVEE, THENCE 8.3 KM (5.15 MI) NORTHERLY ALONG THE TOP OF
 EH2501'THE LEVEE, AT A CATTLE GUARD, ABOUT 9.6 METERS (31.5 FT) NORTH OF MILE
 EH2501'POST 31/32, 6.55 METERS (21.5 FT) NORTH-NORTHEAST OF MILE POST 31/32,
 EH2501'3.92 METERS (12.8 FT) EAST-SOUTHEAST OF THE CENTER OF THE LEVEE ROAD
 EH2501'0.8 METER (2.6 FT) WEST OF EXTREME EAST-SOUTHEAST CORNER OF THE CATTLE
 EH2501'GUARD, AND 0.30 METERS (1.0 FT) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 EH2501'EDGE OF THE CATTLE GUARD.  NOTE, ROD DRIVING RATE EXCEEDED ONE MINUTE
 EH2501'PER FOOT, ROD ANCHORED AT THIS DEPTH.
 EH2501'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 EH2501'THE MARK IS 0.4 M BELOW CATTLE GUARD.
 EH2501
 EH2501                          STATION RECOVERY (2003)
 EH2501
 EH2501'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2501'RECOVERED IN GOOD CONDITION.
 EH2501
 EH2501                          STATION RECOVERY (2008)
 EH2501
 EH2501'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1539 ***********************************************************************
 DJ1539  DESIGNATION -  E 352
 DJ1539  PID         -  DJ1539
 DJ1539  STATE/COUNTY-  MS/NOXUBEE
 DJ1539  USGS QUAD   -  MACON (1982)
 DJ1539
 DJ1539                         *CURRENT SURVEY CONTROL
 DJ1539  ___________________________________________________________________
 DJ1539* NAD 83(1986)-  33 06 50.     (N)    088 33 46.     (W)     SCALED    
 DJ1539* NAVD 88     -        63.834  (meters)     209.43   (feet)  ADJUSTED  
 DJ1539  ___________________________________________________________________
 DJ1539  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ1539  DYNAMIC HT  -          63.764 (meters)     209.20  (feet)  COMP
 DJ1539  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DJ1539
 DJ1539  VERT ORDER  -  FIRST     CLASS II
 DJ1539
 DJ1539.The horizontal coordinates were scaled from a topographic map and have
 DJ1539.an estimated accuracy of +/- 6 seconds.
 DJ1539
 DJ1539.The orthometric height was determined by differential leveling
 DJ1539.and adjusted in June 1991.
 DJ1539
 DJ1539.The geoid height was determined by GEOID03.
 DJ1539
 DJ1539.The dynamic height is computed by dividing the NAVD 88
 DJ1539.geopotential number by the normal gravity value computed on the
 DJ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1539.degrees latitude (g = 980.6199 gals.).
 DJ1539
 DJ1539.The modeled gravity was interpolated from observed gravity values.
 DJ1539
 DJ1539;                    North         East    Units  Estimated Accuracy
 DJ1539;SPC MS E     -   400,700.      325,250.      MT  (+/- 180 meters Scaled)
 DJ1539
 DJ1539                          SUPERSEDED SURVEY CONTROL
 DJ1539
 DJ1539.No superseded survey control is available for this station.
 DJ1539
 DJ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB541649(NAD 83)
 DJ1539_MARKER: I = METAL ROD
 DJ1539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1539_SP_SET: STAINLESS STEEL ROD
 DJ1539_STAMPING: E 352 1983
 DJ1539_MARK LOGO: NGS   
 DJ1539_PROJECTION: FLUSH
 DJ1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1539_ROD/PIPE-DEPTH: 5.15 meters
 DJ1539
 DJ1539  HISTORY     - Date     Condition        Report By
 DJ1539  HISTORY     - 1983     MONUMENTED       NGS
 DJ1539
 DJ1539                          STATION DESCRIPTION
 DJ1539
 DJ1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1539'IN MACON.
 DJ1539'IN MACON, AT THE NORTHWEST CORNER OF WEST STREET AND HALE STREET, NEAR
 DJ1539'THE SOUTHEAST CORNER OF A SECURITY FENCE, 9.69 METERS (31.8 FT)
 DJ1539'NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER R 202, 5.03 METERS
 DJ1539'(16.5 FT) WEST OF THE EXTENDED CENTER OF WEST STREET, 1.89 METERS
 DJ1539'(6.2 FT) NORTHEAST OF A POWERLINE POLE, AND 0.43 METERS (1.4 FT) SOUTH
 DJ1539'OF THE FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT
 DJ1539'THIS DEPTH.
 DJ1539'THE MARK IS 0.26 METERS  S FROM A WITNESS POST.
 DJ1539'THE MARK IS 0.9 M ABOVE HALE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1127 ***********************************************************************
 CO1127  DESIGNATION -  E 353
 CO1127  PID         -  CO1127
 CO1127  STATE/COUNTY-  MS/KEMPER
 CO1127  USGS QUAD   -  SCOOBA (1973)
 CO1127
 CO1127                         *CURRENT SURVEY CONTROL
 CO1127  ___________________________________________________________________
 CO1127* NAD 83(1986)-  32 49 49.     (N)    088 28 12.     (W)     SCALED    
 CO1127* NAVD 88     -        57.501  (meters)     188.65   (feet)  ADJUSTED  
 CO1127  ___________________________________________________________________
 CO1127  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CO1127  DYNAMIC HT  -          57.436 (meters)     188.44  (feet)  COMP
 CO1127  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 CO1127
 CO1127  VERT ORDER  -  FIRST     CLASS II
 CO1127
 CO1127.The horizontal coordinates were scaled from a topographic map and have
 CO1127.an estimated accuracy of +/- 6 seconds.
 CO1127
 CO1127.The orthometric height was determined by differential leveling
 CO1127.and adjusted in June 1991.
 CO1127
 CO1127.The geoid height was determined by GEOID03.
 CO1127
 CO1127.The dynamic height is computed by dividing the NAVD 88
 CO1127.geopotential number by the normal gravity value computed on the
 CO1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1127.degrees latitude (g = 980.6199 gals.).
 CO1127
 CO1127.The modeled gravity was interpolated from observed gravity values.
 CO1127
 CO1127;                    North         East    Units  Estimated Accuracy
 CO1127;SPC MS E     -   369,280.      334,020.      MT  (+/- 180 meters Scaled)
 CO1127
 CO1127                          SUPERSEDED SURVEY CONTROL
 CO1127
 CO1127.No superseded survey control is available for this station.
 CO1127
 CO1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB624334(NAD 83)
 CO1127_MARKER: I = METAL ROD
 CO1127_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1127_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1127_STAMPING: E 353 1983
 CO1127_MARK LOGO: NGS   
 CO1127_PROJECTION: FLUSH
 CO1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1127+STABILITY: POSITION/ELEVATION WELL
 CO1127_ROD/PIPE-DEPTH: 8.53 meters
 CO1127_SLEEVE-DEPTH  : 6.9 meters
 CO1127
 CO1127  HISTORY     - Date     Condition        Report By
 CO1127  HISTORY     - 1983     MONUMENTED       NGS
 CO1127
 CO1127                          STATION DESCRIPTION
 CO1127
 CO1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CO1127'IN SCOOBA.
 CO1127'IN SCOOBA, SET IN THE LAWN AT THE SCOOBA VOLUNTEER FIRE DEPARTMENT
 CO1127'STATION, 29.41 METERS (96.5 FT) WEST OF THE WEST RAIL OF THE ILLINOIS
 CO1127'CENTRAL GULF RAILROAD TRACKS, 34.44 METERS (113.0 FT) SOUTH OF THE
 CO1127'CENTERLINE OF STATE HIGHWAY 16, 8.99 METERS (29.5 FT) SOUTH OF THE
 CO1127'NORTHEAST CORNER OF THE FIRE STATION, 6.86 METERS (22.5 FT) NORTH OF
 CO1127'THE SOUTHEAST CORNER OF THE FIRE STATION, AND 1.07 METERS (3.5 FT)
 CO1127'EAST OF THE EAST FACE OF THE FIRE STATION.
 CO1127'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2624 ***********************************************************************
 EH2624  DESIGNATION -  E 355
 EH2624  PID         -  EH2624
 EH2624  STATE/COUNTY-  MS/BOLIVAR
 EH2624  USGS QUAD   -  LACONIA (1982)
 EH2624
 EH2624                         *CURRENT SURVEY CONTROL
 EH2624  ___________________________________________________________________
 EH2624* NAD 83(1986)-  34 06 12.     (N)    090 55 26.     (W)     SCALED    
 EH2624* NAVD 88     -        50.297  (meters)     165.02   (feet)  ADJUSTED  
 EH2624  ___________________________________________________________________
 EH2624  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2624  DYNAMIC HT  -          50.247 (meters)     164.85  (feet)  COMP
 EH2624  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 EH2624
 EH2624  VERT ORDER  -  FIRST     CLASS II
 EH2624
 EH2624.The horizontal coordinates were scaled from a topographic map and have
 EH2624.an estimated accuracy of +/- 6 seconds.
 EH2624
 EH2624.The orthometric height was determined by differential leveling
 EH2624.and adjusted in June 1991.
 EH2624
 EH2624.The geoid height was determined by GEOID03.
 EH2624
 EH2624.The dynamic height is computed by dividing the NAVD 88
 EH2624.geopotential number by the normal gravity value computed on the
 EH2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2624.degrees latitude (g = 980.6199 gals.).
 EH2624
 EH2624.The modeled gravity was interpolated from observed gravity values.
 EH2624
 EH2624;                    North         East    Units  Estimated Accuracy
 EH2624;SPC MS W     -   510,570.      645,510.      MT  (+/- 180 meters Scaled)
 EH2624
 EH2624                          SUPERSEDED SURVEY CONTROL
 EH2624
 EH2624  NGVD 29 (??/??/??)   50.348  (m)          165.18   (f) ADJUSTED    1 2
 EH2624
 EH2624.Superseded values are not recommended for survey control.
 EH2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2624.See file dsdata.txt to determine how the superseded data were derived.
 EH2624
 EH2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT915755(NAD 83)
 EH2624_MARKER: I = METAL ROD
 EH2624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2624_SP_SET: STAINLESS STEEL ROD
 EH2624_STAMPING: E 355 1985
 EH2624_MARK LOGO: NGS   
 EH2624_PROJECTION: RECESSED 2 CENTIMETERS
 EH2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2624_ROD/PIPE-DEPTH: 23.2 meters
 EH2624
 EH2624  HISTORY     - Date     Condition        Report By
 EH2624  HISTORY     - 1985     MONUMENTED       NGS
 EH2624
 EH2624                          STATION DESCRIPTION
 EH2624
 EH2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EH2624'18.7 KM (11.6 MI) SW FROM RENA LARA.
 EH2624'6.9 KM (4.25 MI) SOUTHWEST ALONG STATE ROUTE 1 FROM THE BAPTIST CHURCH
 EH2624'IN RENA LARA, THENCE 3.7 KM (2.3 MI) WEST AND NORTHWEST ALONG AN
 EH2624'ASPHALT ROAD TO THE LEVEE, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG THE
 EH2624'TOP OF THE LEVEE, THENCE 0.32 KM (0.2 MI) WEST ALONG A GRAVEL ROAD TO
 EH2624'THE ENTRANCE GATE OF THE PUSHMATAHA PLANTATION, THENCE AFTER PASSING
 EH2624'THROUGH THE GATE 0.81 KM (0.5 MI) SOUTH ALONG A SAND FIELD ROAD,
 EH2624'THENCE 2.7 KM (1.65 MI) WEST ALONG A SAND FIELD ROAD TO THE OLD LEVEE,
 EH2624'THENCE 1.5 KM (0.9 MI) NORTHWEST ALONG THE TOP OF THE LEVEE TO A FIELD
 EH2624'ROAD SOUTH AND A TREE LINE, THENCE 1.1 KM (0.7 MI) SOUTH ALONG THE
 EH2624'TREE LINE AND FIELD ROAD TO THE JUNCTION OF THE SANDY WOODS ROADS
 EH2624'LEADING SOUTH, SOUTHEAST, AND NORTH-NORTHEAST, SET BETWEEN THREE
 EH2624'WITNESS POSTS, 7.6 METERS (25.0 FT) SOUTH-SOUTHEAST OF THE APPROXIMATE
 EH2624'CENTER OF THE ROAD JUNCTIONS, 7.3 METERS (24.0 FT) SOUTHWEST OF THE
 EH2624'APPROXIMATE CENTER OF THE TRACK WOODS ROAD LEADING SOUTHEAST,
 EH2624'6.1 METERS (20.0 FT) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 EH2624'TRACK WOODS ROAD LEADING SOUTH TO THE RIVERS EDGE, 17.9 METERS
 EH2624'(58.7 FT) SOUTHWEST OF A TWIN TRUNK 20-INCH WILLOW TREE, AND
 EH2624'6.7 METERS (22.0 FT) NORTH-NORTHWEST OF A 24-INCH COTTONWOOD TREE.
 EH2624'NOTE, ABOUT 120 YARDS NORTH OF THE MISSISSIPPI RIVER LOW WATER LINE.
 EH2624'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 EH2624'THE MARK IS 0.31 M ABOVE TRACK ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1404 ***********************************************************************
 EG1404  DESIGNATION -  E 356
 EG1404  PID         -  EG1404
 EG1404  STATE/COUNTY-  MS/PRENTISS
 EG1404  USGS QUAD   -  MARIETTA (1979)
 EG1404
 EG1404                         *CURRENT SURVEY CONTROL
 EG1404  ___________________________________________________________________
 EG1404* NAD 83(1986)-  34 33 01.     (N)    088 29 15.     (W)     SCALED    
 EG1404* NAVD 88     -       105.168  (meters)     345.04   (feet)  ADJUSTED  
 EG1404  ___________________________________________________________________
 EG1404  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1404  DYNAMIC HT  -         105.065 (meters)     344.70  (feet)  COMP
 EG1404  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 EG1404
 EG1404  VERT ORDER  -  FIRST     CLASS II
 EG1404
 EG1404.The horizontal coordinates were scaled from a topographic map and have
 EG1404.an estimated accuracy of +/- 6 seconds.
 EG1404
 EG1404.The orthometric height was determined by differential leveling
 EG1404.and adjusted in June 1991.
 EG1404
 EG1404.The geoid height was determined by GEOID03.
 EG1404
 EG1404.The dynamic height is computed by dividing the NAVD 88
 EG1404.geopotential number by the normal gravity value computed on the
 EG1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1404.degrees latitude (g = 980.6199 gals.).
 EG1404
 EG1404.The modeled gravity was interpolated from observed gravity values.
 EG1404
 EG1404;                    North         East    Units  Estimated Accuracy
 EG1404;SPC MS E     -   560,040.      331,740.      MT  (+/- 180 meters Scaled)
 EG1404
 EG1404                          SUPERSEDED SURVEY CONTROL
 EG1404
 EG1404  NGVD 29 (??/??/92)  105.102  (m)          344.82   (f) ADJ UNCH    1 2
 EG1404
 EG1404.Superseded values are not recommended for survey control.
 EG1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1404.See file dsdata.txt to determine how the superseded data were derived.
 EG1404
 EG1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD635241(NAD 83)
 EG1404_MARKER: I = METAL ROD
 EG1404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1404_SP_SET: STAINLESS STEEL ROD
 EG1404_STAMPING: E 356 1985
 EG1404_MARK LOGO: NGS   
 EG1404_PROJECTION: FLUSH
 EG1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1404_ROD/PIPE-DEPTH: 11.0 meters
 EG1404
 EG1404  HISTORY     - Date     Condition        Report By
 EG1404  HISTORY     - 1985     MONUMENTED       NGS
 EG1404  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1404
 EG1404                          STATION DESCRIPTION
 EG1404
 EG1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1404'15.3 KM (9.5 MI) ESE FROM WHEELER.
 EG1404'0.5 KM (0.3 MI) SOUTH ALONG A PAVE ROAD FROM THE WHEELER HIGH SCHOOL
 EG1404'IN WHEELER, THENCE 14.8 KM (9.2 MI) EAST-SOUTHEAST ALONG A GRAVEL ROAD
 EG1404'TO THE MARK ON THE LEFT ON THE EAST SIDE OF A SMALL CREEK, ALSO
 EG1404'1.85 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 371 FROM THE JUNCTION OF
 EG1404'STATE HIGHWAY 4 IN HOBO STATION, THENCE 1.6 KM (1.0 MI) WEST ALONG A
 EG1404'PAVED ROAD, THENCE 0.6 KM (0.35 MI) WEST ALONG A GRAVEL ROAD TO THE
 EG1404'MARK ON THE RIGHT, 24.38 METERS (80.0 FT) NORTH OF THE CENTER OF THE
 EG1404'ROAD, 0.73 METERS (2.4 FT) SOUTH OF A POWER POLE WITH A GUY WIRE AND
 EG1404'POWER LINES CROSSING OVER THE ROAD AND 21.18 METERS (69.5 FT)
 EG1404'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE WOODEN BRIDGE OVER
 EG1404'THE CREEK. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EG1404'LOGO CAP.
 EG1404'THE MARK IS 0.35 METERS  E FROM  A WITNESS POST
 EG1404'THE MARK IS 0.6 M BELOW ROAD.
 EG1404
 EG1404                          STATION RECOVERY (2002)
 EG1404
 EG1404'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1404'DESTROYED, POWERPOLE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1481 ***********************************************************************
 EG1481  DESIGNATION -  E 357
 EG1481  PID         -  EG1481
 EG1481  STATE/COUNTY-  MS/MONROE
 EG1481  USGS QUAD   -  SHANNON (1979)
 EG1481
 EG1481                         *CURRENT SURVEY CONTROL
 EG1481  ___________________________________________________________________
 EG1481* NAD 83(1986)-  34 00 04.     (N)    088 39 39.     (W)     SCALED    
 EG1481* NAVD 88     -       100.246  (meters)     328.89   (feet)  ADJUSTED  
 EG1481  ___________________________________________________________________
 EG1481  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG1481  DYNAMIC HT  -         100.144 (meters)     328.56  (feet)  COMP
 EG1481  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 EG1481
 EG1481  VERT ORDER  -  FIRST     CLASS II
 EG1481
 EG1481.The horizontal coordinates were scaled from a topographic map and have
 EG1481.an estimated accuracy of +/- 6 seconds.
 EG1481
 EG1481.The orthometric height was determined by differential leveling
 EG1481.and adjusted in June 1991.
 EG1481
 EG1481.The geoid height was determined by GEOID03.
 EG1481
 EG1481.The dynamic height is computed by dividing the NAVD 88
 EG1481.geopotential number by the normal gravity value computed on the
 EG1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1481.degrees latitude (g = 980.6199 gals.).
 EG1481
 EG1481.The modeled gravity was interpolated from observed gravity values.
 EG1481
 EG1481;                    North         East    Units  Estimated Accuracy
 EG1481;SPC MS E     -   499,080.      315,940.      MT  (+/- 180 meters Scaled)
 EG1481
 EG1481                          SUPERSEDED SURVEY CONTROL
 EG1481
 EG1481  NGVD 29 (??/??/92)  100.183  (m)          328.68   (f) ADJ UNCH    1 2
 EG1481
 EG1481.Superseded values are not recommended for survey control.
 EG1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1481.See file dsdata.txt to determine how the superseded data were derived.
 EG1481
 EG1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC466635(NAD 83)
 EG1481_MARKER: I = METAL ROD
 EG1481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1481_SP_SET: STAINLESS STEEL ROD
 EG1481_STAMPING: E 357 1985
 EG1481_MARK LOGO: NGS   
 EG1481_PROJECTION: FLUSH
 EG1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1481_ROD/PIPE-DEPTH: 6.1  meters
 EG1481
 EG1481  HISTORY     - Date     Condition        Report By
 EG1481  HISTORY     - 1985     MONUMENTED       NGS
 EG1481
 EG1481                          STATION DESCRIPTION
 EG1481
 EG1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1481'8.8 KM (5.45 MI) EAST FROM OKOLONA.
 EG1481'8.8 KM (5.45 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 EG1481'HIGHWAY 45 ALTERNATE IN OKOLONA TO THE MARK ON THE RIGHT, 0.1 KM (0.05
 EG1481'MI) EAST OF AN ENTRANCE TO A FIELD, 14.63 METERS (48.0 FT) SOUTH OF
 EG1481'THE CENTER LINE OF THE HIGHWAY, 1.28 METERS (4.2 FT) WEST OF A UTILITY
 EG1481'POLE, 0.67 METER (2.2 FT) NORTH OF A FENCE LINE.
 EG1481'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1481'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 EG1481'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1444 ***********************************************************************
 EG1444  DESIGNATION -  E 358
 EG1444  PID         -  EG1444
 EG1444  STATE/COUNTY-  MS/ITAWAMBA
 EG1444  USGS QUAD   -  FULTON (1992)
 EG1444
 EG1444                         *CURRENT SURVEY CONTROL
 EG1444  ___________________________________________________________________
 EG1444* NAD 83(1986)-  34 15 05.     (N)    088 25 09.     (W)     SCALED    
 EG1444* NAVD 88     -        83.389  (meters)     273.59   (feet)  ADJUSTED  
 EG1444  ___________________________________________________________________
 EG1444  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG1444  DYNAMIC HT  -          83.305 (meters)     273.31  (feet)  COMP
 EG1444  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 EG1444
 EG1444  VERT ORDER  -  FIRST     CLASS II
 EG1444
 EG1444.The horizontal coordinates were scaled from a topographic map and have
 EG1444.an estimated accuracy of +/- 6 seconds.
 EG1444
 EG1444.The orthometric height was determined by differential leveling
 EG1444.and adjusted in June 1991.
 EG1444
 EG1444.The geoid height was determined by GEOID03.
 EG1444
 EG1444.The dynamic height is computed by dividing the NAVD 88
 EG1444.geopotential number by the normal gravity value computed on the
 EG1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1444.degrees latitude (g = 980.6199 gals.).
 EG1444
 EG1444.The modeled gravity was interpolated from observed gravity values.
 EG1444
 EG1444;                    North         East    Units  Estimated Accuracy
 EG1444;SPC MS E     -   526,910.      338,150.      MT  (+/- 180 meters Scaled)
 EG1444
 EG1444                          SUPERSEDED SURVEY CONTROL
 EG1444
 EG1444  NGVD 29 (??/??/92)   83.321  (m)          273.36   (f) ADJ UNCH    1 2
 EG1444
 EG1444.Superseded values are not recommended for survey control.
 EG1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1444.See file dsdata.txt to determine how the superseded data were derived.
 EG1444
 EG1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC693909(NAD 83)
 EG1444_MARKER: I = METAL ROD
 EG1444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1444_SP_SET: STAINLESS STEEL ROD
 EG1444_STAMPING: E 358 1985
 EG1444_MARK LOGO: NGS   
 EG1444_PROJECTION: FLUSH
 EG1444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1444+STABILITY: POSITION/ELEVATION WELL
 EG1444_ROD/PIPE-DEPTH: 14.6 meters
 EG1444
 EG1444  HISTORY     - Date     Condition        Report By
 EG1444  HISTORY     - 1985     MONUMENTED       NGS
 EG1444
 EG1444                          STATION DESCRIPTION
 EG1444
 EG1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1444'37.2 KM (23.1 MI) SSW FROM BAY SPRINGS.
 EG1444'37.2 KM (23.1 MI) SOUTH-SOUTHWEST ALONG THE LEVEE ROAD, ALONG THE WEST
 EG1444'BANK OF THE TENNESSEE-TOMBIGBEE WATERWAY FROM THE STATE HIGHWAY 4
 EG1444'OVERPASS IN BAY SPRINGS TO THE MARK ON THE LEFT, 1.2 KM (0.8 MI) SOUTH
 EG1444'OF THE OPERATION HOUSE AT LOCK C, 9.30 METERS (30.5 FT) EAST OF THE
 EG1444'CENTER OF THE LEVEE ROAD. NOTE--THE LOGO CAP HAS E 35 1985 STAMPED IN
 EG1444'ERROR, THE DESIGNATION IS E 358.
 EG1444'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1444'THE MARK IS 0.61 METERS  E FROM  A WITNESS POST
 EG1444'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3150 ***********************************************************************
 EH3150  DESIGNATION -  E 359
 EH3150  PID         -  EH3150
 EH3150  STATE/COUNTY-  MS/DE SOTO
 EH3150  USGS QUAD   -  BANKS (1982)
 EH3150
 EH3150                         *CURRENT SURVEY CONTROL
 EH3150  ___________________________________________________________________
 EH3150* NAD 83(1986)-  34 48 14.     (N)    090 08 54.     (W)     SCALED    
 EH3150* NAVD 88     -        74.167  (meters)     243.33   (feet)  ADJUSTED  
 EH3150  ___________________________________________________________________
 EH3150  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH3150  DYNAMIC HT  -          74.096 (meters)     243.10  (feet)  COMP
 EH3150  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 EH3150
 EH3150  VERT ORDER  -  FIRST     CLASS II
 EH3150
 EH3150.The horizontal coordinates were scaled from a topographic map and have
 EH3150.an estimated accuracy of +/- 6 seconds.
 EH3150
 EH3150.The orthometric height was determined by differential leveling
 EH3150.and adjusted in July 1994.
 EH3150
 EH3150.The geoid height was determined by GEOID03.
 EH3150
 EH3150.The dynamic height is computed by dividing the NAVD 88
 EH3150.geopotential number by the normal gravity value computed on the
 EH3150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3150.degrees latitude (g = 980.6199 gals.).
 EH3150
 EH3150.The modeled gravity was interpolated from observed gravity values.
 EH3150
 EH3150;                    North         East    Units  Estimated Accuracy
 EH3150;SPC MS W     -   588,130.      716,930.      MT  (+/- 180 meters Scaled)
 EH3150
 EH3150                          SUPERSEDED SURVEY CONTROL
 EH3150
 EH3150.No superseded survey control is available for this station.
 EH3150
 EH3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU608550(NAD 83)
 EH3150_MARKER: I = METAL ROD
 EH3150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3150_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3150_STAMPING: E 359 1991
 EH3150_MARK LOGO: NGS   
 EH3150_PROJECTION: FLUSH
 EH3150_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3150+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH3150_ROD/PIPE-DEPTH: 16.0 meters
 EH3150_SLEEVE-DEPTH  : 0.9 meters
 EH3150
 EH3150  HISTORY     - Date     Condition        Report By
 EH3150  HISTORY     - 1991     MONUMENTED       NGS
 EH3150  HISTORY     - 20030529 GOOD             USACE
 EH3150
 EH3150                          STATION DESCRIPTION
 EH3150
 EH3150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3150'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH3150'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH3150'HIGHWAY 304, THENCE 3.0 KM (1.85 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH3150'301, 26.5 M (86.9 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 9.8 M
 EH3150'(32.2 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 0.5 M
 EH3150'(1.6 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER P28E1, AND 0.4 M
 EH3150'(1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 EH3150'THROUGH A 5-INCH LOGO CAP.
 EH3150
 EH3150                          STATION RECOVERY (2003)
 EH3150
 EH3150'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0350 ***********************************************************************
 BV0350  DESIGNATION -  E 36
 BV0350  PID         -  BV0350
 BV0350  STATE/COUNTY-  MS/WAYNE
 BV0350  USGS QUAD   -  SHUBUTA (1964)
 BV0350
 BV0350                         *CURRENT SURVEY CONTROL
 BV0350  ___________________________________________________________________
 BV0350* NAD 83(1986)-  31 47 51.     (N)    088 41 34.     (W)     SCALED    
 BV0350* NAVD 88     -        54.483  (meters)     178.75   (feet)  POSTED    
 BV0350  ___________________________________________________________________
 BV0350  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BV0350  DYNAMIC HT  -          54.420 (meters)     178.54  (feet)  COMP
 BV0350  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 BV0350
 BV0350  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BV0350
 BV0350.The horizontal coordinates were scaled from a topographic map and have
 BV0350.an estimated accuracy of +/- 6 seconds.
 BV0350
 BV0350.The orthometric height was determined by differential leveling
 BV0350.and adjusted by the  in 1992.
 BV0350.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BV0350.rate of 2.1 thru 3.0 mm/km.
 BV0350
 BV0350.The geoid height was determined by GEOID03.
 BV0350
 BV0350.The dynamic height is computed by dividing the NAVD 88
 BV0350.geopotential number by the normal gravity value computed on the
 BV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0350.degrees latitude (g = 980.6199 gals.).
 BV0350
 BV0350.The modeled gravity was interpolated from observed gravity values.
 BV0350
 BV0350;                    North         East    Units  Estimated Accuracy
 BV0350;SPC MS E     -   254,710.      313,310.      MT  (+/- 180 meters Scaled)
 BV0350
 BV0350                          SUPERSEDED SURVEY CONTROL
 BV0350
 BV0350  NGVD 29 (??/??/92)   54.45   (m)          178.6    (f) COMPUTED    1 2
 BV0350
 BV0350.Superseded values are not recommended for survey control.
 BV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0350.See file dsdata.txt to determine how the superseded data were derived.
 BV0350
 BV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA397192(NAD 83)
 BV0350_MARKER: DB = BENCH MARK DISK
 BV0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0350_SP_SET: CONCRETE POST
 BV0350_STAMPING: E 36 1934
 BV0350_MARK LOGO: CGS   
 BV0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0350+STABILITY: SURFACE MOTION
 BV0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0350+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 BV0350
 BV0350  HISTORY     - Date     Condition        Report By
 BV0350  HISTORY     - 1934     MONUMENTED       CGS
 BV0350  HISTORY     - 1961     POOR             MSHD
 BV0350  HISTORY     - 19910828 GOOD             MSHD
 BV0350
 BV0350                          STATION DESCRIPTION
 BV0350
 BV0350'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0350'4.25 MI S FROM SHUBUTA.
 BV0350'THE MARK IS LOCATED ABOUT 4 1/4 MILES SOUTH OF SHUBUTA, 8 3/4 MILES
 BV0350'NORTH OF WAYNESBORO AND ABOUT 3/4 MILE SOUTHWEST OF THE SMALL VILLAGE
 BV0350'OF HIWANNEE.  THE MARK IS REACHED FROM THE INTERSECTION OF U.S.
 BV0350'HIGHWAY 45 AND MAIN STREET IN SHUBUTA BY GOING SOUTH ON U.S. 45 FOR
 BV0350'4.6 MILES TO A CROSSROAD AT THE EAST EDGE OF HIWANNEE CONTINUE SOUTH
 BV0350'ON U.S. 45 FOR 1.0 MILE TO A REVERSE FORK RIGHT, TURN SHARP RIGHT ON A
 BV0350'GRAVEL ROAD AND GO WESTERLY 0.2 MILE TO A FORK, TAKE LEFT FORK 0.3
 BV0350'MILE TO THE RAILROAD AND THE MARK AS DESCRIBED.  THE MARK IS A
 BV0350'STANDARD USC AND GS BRONZE DISK STAMPED E 36 1934 AND IS SET IN THE
 BV0350'TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 173
 BV0350'FEET SOUTH OF A RED CAPPED PIPELINE PRESSURE RELIEF VALVE, 129 FEET
 BV0350'NORTH OF THE CENTER OF THE GRAVEL ROAD, 45.5 FEET EAST OF THE EAST
 BV0350'RAIL, 42.5 SOUTHWEST OF A TELEGRAPH LINE POLE AND 33 FEET EAST OF
 BV0350'MILEPOST 92.  A METAL WITNESS SIGNPOST WAS SET 2 FEET NORTH OF THE
 BV0350'MARK.  THE CONCRETE MARKER WAS REPAIRED AT THIS TIME.
 BV0350
 BV0350                          STATION RECOVERY (1991)
 BV0350
 BV0350'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0350'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTH OF SHUBUTA, ON THE
 BV0350'EAST R.O.W. OF THE GULF OF MISSISSIPPI RAILROAD TRACK, 8.8 MI
 BV0350'(14.2 KM) NORTHWEST OF WAYNESBORO, 0.8 MI (1.3 KM) SOUTH OF THE
 BV0350'COMMUNITY OF HIWANEE AND IS IN SECTION 33, T 10N, R 7W.
 BV0350'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV0350'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0350'45 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD RIGHT JUST BEFORE REACHING A
 BV0350'SIDE ROAD LEFT IN HIWANEE, TURN RIGHT AND GO SOUTHWEST ON A GRAVEL
 BV0350'ROAD FOR 0.9 MI (1.4 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 BV0350'ON A GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO THE RAILROAD TRACK AND THE
 BV0350'MARK ON THE RIGHT.
 BV0350'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0350'ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE TRACK, FLUSH WITH THE
 BV0350'GROUND, 173.0 FT (52.7 M) SOUTH OF A GAS LINE MARKER, 129.0 FT
 BV0350'(39.3 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 46.0 FT (14.0 M) EAST
 BV0350'OF THE EAST RAIL, 33.0 FT (10.1 M) EAST OF MILEPOST 92 AND 2.0 FT
 BV0350'(0.6 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2159 ***********************************************************************
 DK2159  DESIGNATION -  E 360
 DK2159  PID         -  DK2159
 DK2159  STATE/COUNTY-  MS/BOLIVAR
 DK2159  USGS QUAD   -  BENOIT (1972)
 DK2159
 DK2159                         *CURRENT SURVEY CONTROL
 DK2159  ___________________________________________________________________
 DK2159* NAD 83(1986)-  33 37 41.     (N)    091 03 06.     (W)     SCALED    
 DK2159* NAVD 88     -        42.614  (meters)     139.81   (feet)  ADJUSTED  
 DK2159  ___________________________________________________________________
 DK2159  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK2159  DYNAMIC HT  -          42.570 (meters)     139.67  (feet)  COMP
 DK2159  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 DK2159
 DK2159  VERT ORDER  -  FIRST     CLASS II
 DK2159
 DK2159.The horizontal coordinates were scaled from a topographic map and have
 DK2159.an estimated accuracy of +/- 6 seconds.
 DK2159
 DK2159.The orthometric height was determined by differential leveling
 DK2159.and adjusted in July 1994.
 DK2159
 DK2159.The geoid height was determined by GEOID03.
 DK2159
 DK2159.The dynamic height is computed by dividing the NAVD 88
 DK2159.geopotential number by the normal gravity value computed on the
 DK2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2159.degrees latitude (g = 980.6199 gals.).
 DK2159
 DK2159.The modeled gravity was interpolated from observed gravity values.
 DK2159
 DK2159;                    North         East    Units  Estimated Accuracy
 DK2159;SPC MS W     -   457,930.      633,350.      MT  (+/- 180 meters Scaled)
 DK2159
 DK2159                          SUPERSEDED SURVEY CONTROL
 DK2159
 DK2159.No superseded survey control is available for this station.
 DK2159
 DK2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT807226(NAD 83)
 DK2159_MARKER: I = METAL ROD
 DK2159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK2159_SP_SET: STAINLESS STEEL ROD
 DK2159_STAMPING: E 360 1991
 DK2159_MARK LOGO: NGS   
 DK2159_PROJECTION: FLUSH
 DK2159_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2159+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2159_ROD/PIPE-DEPTH: 32.9 meters
 DK2159
 DK2159  HISTORY     - Date     Condition        Report By
 DK2159  HISTORY     - 1991     MONUMENTED       NGS
 DK2159
 DK2159                          STATION DESCRIPTION
 DK2159
 DK2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2159'29.5 KM (18.35 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK2159'OF STATE HIGHWAY 8 IN ROSEDALE, 92.6 M (303.8 FT) NORTHWEST OF THE
 DK2159'CENTERLINE OF THE HIGHWAY, 8.7 M (28.5 FT) EAST OF THE CENTER OF A
 DK2159'PAVED ROAD, 6.6 M (21.7 FT) NORTH OF AN UNDERGROUND CABLE WARNING
 DK2159'SIGN, 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND AN
 DK2159'UNDERGROUND CABLE JUNCTION BOX, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 DK2159'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2172 ***********************************************************************
 DK2172  DESIGNATION -  E 361
 DK2172  PID         -  DK2172
 DK2172  STATE/COUNTY-  MS/ISSAQUENA
 DK2172  USGS QUAD   -  PERCY (1967)
 DK2172
 DK2172                         *CURRENT SURVEY CONTROL
 DK2172  ___________________________________________________________________
 DK2172* NAD 83(1986)-  33 00 12.     (N)    090 58 01.     (W)     SCALED    
 DK2172* NAVD 88     -        32.325  (meters)     106.05   (feet)  ADJUSTED  
 DK2172  ___________________________________________________________________
 DK2172  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK2172  DYNAMIC HT  -          32.291 (meters)     105.94  (feet)  COMP
 DK2172  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DK2172
 DK2172  VERT ORDER  -  FIRST     CLASS II
 DK2172
 DK2172.The horizontal coordinates were scaled from a topographic map and have
 DK2172.an estimated accuracy of +/- 6 seconds.
 DK2172
 DK2172.The orthometric height was determined by differential leveling
 DK2172.and adjusted in July 1994.
 DK2172
 DK2172.The geoid height was determined by GEOID03.
 DK2172
 DK2172.The dynamic height is computed by dividing the NAVD 88
 DK2172.geopotential number by the normal gravity value computed on the
 DK2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2172.degrees latitude (g = 980.6199 gals.).
 DK2172
 DK2172.The modeled gravity was interpolated from observed gravity values.
 DK2172
 DK2172;                    North         East    Units  Estimated Accuracy
 DK2172;SPC MS W     -   388,590.      640,790.      MT  (+/- 180 meters Scaled)
 DK2172
 DK2172                          SUPERSEDED SURVEY CONTROL
 DK2172
 DK2172.No superseded survey control is available for this station.
 DK2172
 DK2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS899534(NAD 83)
 DK2172_MARKER: I = METAL ROD
 DK2172_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2172_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2172_STAMPING: E 361 1992
 DK2172_MARK LOGO: NGS   
 DK2172_PROJECTION: FLUSH
 DK2172_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2172+STABILITY: POSITION/ELEVATION WELL
 DK2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2172+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DK2172_ROD/PIPE-DEPTH: 35.6 meters
 DK2172_SLEEVE-DEPTH  : 6.1 meters
 DK2172
 DK2172  HISTORY     - Date     Condition        Report By
 DK2172  HISTORY     - 1992     MONUMENTED       NGS
 DK2172
 DK2172                          STATION DESCRIPTION
 DK2172
 DK2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DK2172'8.8 KM (5.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 DK2172'U.S. HIGHWAY 61 IN ROLLING FORK, THENCE 10.4 KM (6.45 MI) NORTHERLY
 DK2172'ALONG STATE HIGHWAY 1, 18.8 M (61.7 FT) NORTH EAST OF THE CENTERLINE
 DK2172'OF THE HIGHWAY, 6.5 M (21.3 FT) SOUTHEAST OF THE CENTER OF A FIELD
 DK2172'ENTRANCE, 1.9 M (6.2 FT) NORTHWEST OF A UTILITY POLE WITH 3 GUY
 DK2172'CABLES, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 DK2172'(1.3 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 DK2172'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3452 ***********************************************************************
 CP3452  DESIGNATION -  E 362
 CP3452  PID         -  CP3452
 CP3452  STATE/COUNTY-  MS/HINDS
 CP3452  USGS QUAD   -  FLORENCE (1980)
 CP3452
 CP3452                         *CURRENT SURVEY CONTROL
 CP3452  ___________________________________________________________________
 CP3452* NAD 83(1986)-  32 10 43.     (N)    090 14 41.     (W)     SCALED    
 CP3452* NAVD 88     -        80.406  (meters)     263.80   (feet)  ADJUSTED  
 CP3452  ___________________________________________________________________
 CP3452  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP3452  DYNAMIC HT  -          80.312 (meters)     263.49  (feet)  COMP
 CP3452  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CP3452
 CP3452  VERT ORDER  -  FIRST     CLASS II
 CP3452
 CP3452.The horizontal coordinates were scaled from a topographic map and have
 CP3452.an estimated accuracy of +/- 6 seconds.
 CP3452
 CP3452.The orthometric height was determined by differential leveling
 CP3452.and adjusted in February 1994.
 CP3452
 CP3452.The geoid height was determined by GEOID03.
 CP3452
 CP3452.The dynamic height is computed by dividing the NAVD 88
 CP3452.geopotential number by the normal gravity value computed on the
 CP3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3452.degrees latitude (g = 980.6199 gals.).
 CP3452
 CP3452.The modeled gravity was interpolated from observed gravity values.
 CP3452
 CP3452;                    North         East    Units  Estimated Accuracy
 CP3452;SPC MS W     -   296,960.      708,360.      MT  (+/- 180 meters Scaled)
 CP3452
 CP3452                          SUPERSEDED SURVEY CONTROL
 CP3452
 CP3452.No superseded survey control is available for this station.
 CP3452
 CP3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR597635(NAD 83)
 CP3452_MARKER: I = METAL ROD
 CP3452_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3452_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3452_STAMPING: E 362 1992
 CP3452_MARK LOGO: NGS   
 CP3452_PROJECTION: FLUSH
 CP3452_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3452+STABILITY: POSITION/ELEVATION WELL
 CP3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3452+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2000
 CP3452_ROD/PIPE-DEPTH: 8.9  meters
 CP3452_SLEEVE-DEPTH  : 6.1 meters
 CP3452
 CP3452  HISTORY     - Date     Condition        Report By
 CP3452  HISTORY     - 1992     MONUMENTED       NGS
 CP3452  HISTORY     - 20000310 GOOD             NGS
 CP3452
 CP3452                          STATION DESCRIPTION
 CP3452
 CP3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3452'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP3452'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP3452'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP3452'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, THENCE 3.6 KM
 CP3452'(2.25 MI) SOUTHERLY ALONG OLD BYRAM ROAD, THENCE 0.1 KM (0.05 MI)
 CP3452'EASTERLY ALONG SIWELL ROAD, 29.1 M (95.5 FT) SOUTHWEST OF THE CENTER
 CP3452'OF THE ROAD, 9.3 M (30.5 FT) NORTHWEST OF THE CENTER OF GARNER DRIVE,
 CP3452'4.1 M (13.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL
 CP3452'RAILROAD, 4.1 M (13.5 FT) NORTHEAST OF RAILROAD SIGNAL NUMBER 738.3,
 CP3452'0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) EAST
 CP3452'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CP3452'5-INCH LOGO CAP.
 CP3452
 CP3452                          STATION RECOVERY (2000)
 CP3452
 CP3452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3405 ***********************************************************************
 CP3405  DESIGNATION -  E 363
 CP3405  PID         -  CP3405
 CP3405  STATE/COUNTY-  MS/WARREN
 CP3405  USGS QUAD   -  VICKSBURG EAST (1962)
 CP3405
 CP3405                         *CURRENT SURVEY CONTROL
 CP3405  ___________________________________________________________________
 CP3405* NAD 83(1986)-  32 20 55.     (N)    090 52 11.     (W)     SCALED    
 CP3405* NAVD 88     -        66.507  (meters)     218.20   (feet)  ADJUSTED  
 CP3405  ___________________________________________________________________
 CP3405  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP3405  DYNAMIC HT  -          66.430 (meters)     217.95  (feet)  COMP
 CP3405  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CP3405
 CP3405  VERT ORDER  -  FIRST     CLASS II
 CP3405
 CP3405.The horizontal coordinates were scaled from a topographic map and have
 CP3405.an estimated accuracy of +/- 6 seconds.
 CP3405
 CP3405.The orthometric height was determined by differential leveling
 CP3405.and adjusted in July 1994.
 CP3405
 CP3405.The geoid height was determined by GEOID03.
 CP3405
 CP3405.The dynamic height is computed by dividing the NAVD 88
 CP3405.geopotential number by the normal gravity value computed on the
 CP3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3405.degrees latitude (g = 980.6199 gals.).
 CP3405
 CP3405.The modeled gravity was interpolated from observed gravity values.
 CP3405
 CP3405;                    North         East    Units  Estimated Accuracy
 CP3405;SPC MS W     -   315,930.      649,510.      MT  (+/- 180 meters Scaled)
 CP3405
 CP3405                          SUPERSEDED SURVEY CONTROL
 CP3405
 CP3405.No superseded survey control is available for this station.
 CP3405
 CP3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR004810(NAD 83)
 CP3405_MARKER: I = METAL ROD
 CP3405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3405_SP_SET: STAINLESS STEEL ROD
 CP3405_STAMPING: E 363 1992
 CP3405_MARK LOGO: NGS   
 CP3405_PROJECTION: FLUSH
 CP3405_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3405+STABILITY: POSITION/ELEVATION WELL
 CP3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3405+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP3405_ROD/PIPE-DEPTH: 22.7 meters
 CP3405
 CP3405  HISTORY     - Date     Condition        Report By
 CP3405  HISTORY     - 1992     MONUMENTED       NGS
 CP3405  HISTORY     - 20050318 GOOD             USPSQD
 CP3405
 CP3405                          STATION DESCRIPTION
 CP3405
 CP3405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3405'IN VICKSBURG, AT THE INTERSECTION OF CLAY AND LYNN STREETS, 9.3 M
 CP3405'(30.5 FT) SOUTH OF THE CENTERLINE OF CLAY STREET. 7.2 M (23.6 FT)
 CP3405'WEST OF AND LEVEL WITH THE CENTERLINE OF LYNN STREET, 1.5 M (4.9 FT)
 CP3405'EAST OF A SIGN (KENNETH D NASH DENTIST), 0.5 M (1.6 FT) WEST OF A
 CP3405'UTILITY LIGHT POLE, AND 0.1 M (0.3 FT) NORTH OF THE NORTH EDGE OF A
 CP3405'SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CP3405'CAP.
 CP3405
 CP3405                          STATION RECOVERY (2005)
 CP3405
 CP3405'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 CP3405'KENNETH NASH DENTIST SIGN NO LONGER EXISTS.  REPLACED WITH COMPUDOC
 CP3405'INC SIGN.  LYNN STREEN IS NOW NAMED 5TH NORTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3216 ***********************************************************************
 BH3216  DESIGNATION -  E 364
 BH3216  PID         -  BH3216
 BH3216  STATE/COUNTY-  MS/JACKSON
 BH3216  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3216
 BH3216                         *CURRENT SURVEY CONTROL
 BH3216  ___________________________________________________________________
 BH3216* NAD 83(1986)-  30 29 14.     (N)    088 42 28.     (W)     SCALED    
 BH3216* NAVD 88     -        11.868  (meters)      38.94   (feet)  ADJUSTED  
 BH3216  ___________________________________________________________________
 BH3216  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3216  DYNAMIC HT  -          11.852 (meters)      38.88  (feet)  COMP
 BH3216  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 BH3216
 BH3216  VERT ORDER  -  FIRST     CLASS II
 BH3216
 BH3216.The horizontal coordinates were scaled from a topographic map and have
 BH3216.an estimated accuracy of +/- 6 seconds.
 BH3216
 BH3216.The orthometric height was determined by differential leveling
 BH3216.and adjusted in September 1993.
 BH3216
 BH3216.The geoid height was determined by GEOID03.
 BH3216
 BH3216.The dynamic height is computed by dividing the NAVD 88
 BH3216.geopotential number by the normal gravity value computed on the
 BH3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3216.degrees latitude (g = 980.6199 gals.).
 BH3216
 BH3216.The modeled gravity was interpolated from observed gravity values.
 BH3216
 BH3216;                    North         East    Units  Estimated Accuracy
 BH3216;SPC MS E     -   109,440.      312,050.      MT  (+/- 180 meters Scaled)
 BH3216
 BH3216                          SUPERSEDED SURVEY CONTROL
 BH3216
 BH3216.No superseded survey control is available for this station.
 BH3216
 BH3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU360740(NAD 83)
 BH3216_MARKER: I = METAL ROD
 BH3216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3216_SP_SET: STAINLESS STEEL ROD
 BH3216_STAMPING: E 364 1993
 BH3216_MARK LOGO: NGS   
 BH3216_PROJECTION: FLUSH
 BH3216_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3216+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3216_ROD/PIPE-DEPTH: 14.6 meters
 BH3216
 BH3216  HISTORY     - Date     Condition        Report By
 BH3216  HISTORY     - 1993     MONUMENTED       NGS
 BH3216  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH3216
 BH3216                          STATION DESCRIPTION
 BH3216
 BH3216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3216'4.4 KM (2.75 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3216'IN VANCLEAVE, 29.3 M (96.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BH3216'HIGHWAY, 13.6 M (44.6 FT) SOUTHWEST OF THE CENTERLINE OF
 BH3216'GAUTIER-VANCLEAVE ROAD, 3.8 M (12.5 FT) SOUTHEAST OF A FENCE CORNER,
 BH3216'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 BH3216'NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 BH3216'POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3216
 BH3216                          STATION RECOVERY (2004)
 BH3216
 BH3216'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3216'WITNESS POST AND MARK WERE NOT FOUND MAINLY DO TO RELOCATION OF
 BH3216'HIGHWAY 57 AND GRADING OF ROAD BERM, ETC.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3263 ***********************************************************************
 BH3263  DESIGNATION -  E 365
 BH3263  PID         -  BH3263
 BH3263  STATE/COUNTY-  MS/PEARL RIVER
 BH3263  USGS QUAD   -  CAESAR (1986)
 BH3263
 BH3263                         *CURRENT SURVEY CONTROL
 BH3263  ___________________________________________________________________
 BH3263* NAD 83(1986)-  30 31 01.     (N)    089 35 12.     (W)     SCALED    
 BH3263* NAVD 88     -        25.866  (meters)      84.86   (feet)  ADJUSTED  
 BH3263  ___________________________________________________________________
 BH3263  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BH3263  DYNAMIC HT  -          25.832 (meters)      84.75  (feet)  COMP
 BH3263  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BH3263
 BH3263  VERT ORDER  -  FIRST     CLASS II
 BH3263
 BH3263.The horizontal coordinates were scaled from a topographic map and have
 BH3263.an estimated accuracy of +/- 6 seconds.
 BH3263
 BH3263.The orthometric height was determined by differential leveling
 BH3263.and adjusted in February 1994.
 BH3263
 BH3263.The geoid height was determined by GEOID03.
 BH3263
 BH3263.The dynamic height is computed by dividing the NAVD 88
 BH3263.geopotential number by the normal gravity value computed on the
 BH3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3263.degrees latitude (g = 980.6199 gals.).
 BH3263
 BH3263.The modeled gravity was interpolated from observed gravity values.
 BH3263
 BH3263;                    North         East    Units  Estimated Accuracy
 BH3263;SPC MS E     -   112,970.      227,700.      MT  (+/- 180 meters Scaled)
 BH3263
 BH3263                          SUPERSEDED SURVEY CONTROL
 BH3263
 BH3263.No superseded survey control is available for this station.
 BH3263
 BH3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU517789(NAD 83)
 BH3263_MARKER: I = METAL ROD
 BH3263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3263_SP_SET: STAINLESS STEEL ROD
 BH3263_STAMPING: E 365 1993
 BH3263_MARK LOGO: NGS   
 BH3263_PROJECTION: FLUSH
 BH3263_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3263+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3263_ROD/PIPE-DEPTH: 10.5 meters
 BH3263
 BH3263  HISTORY     - Date     Condition        Report By
 BH3263  HISTORY     - 1993     MONUMENTED       NGS
 BH3263
 BH3263                          STATION DESCRIPTION
 BH3263
 BH3263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3263'7.6 KM (4.70 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION OF
 BH3263'INTERSTATE HIGHWAY 59 (EXIT 4) IN PICAYUNE, 34.1 M (111.9 FT) SOUTH
 BH3263'OF THE CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) EAST OF THE CENTER
 BH3263'OF WHITFIELD ROAD, 9.4 M (30.8 FT) SOUTHEAST OF A UTILITY POLE WITH A
 BH3263'TRANSFORMER AND 4 GUY CABLES, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 BH3263'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND THE
 BH3263'SOUTHWEST CORNER OF A FOOTING FOR UNDERGROUND CABLE JUNCTION BOX
 BH3263'NUMBER P1.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BH3263'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0192 ***********************************************************************
 EH0192  DESIGNATION -  E 37
 EH0192  PID         -  EH0192
 EH0192  STATE/COUNTY-  MS/DE SOTO
 EH0192  USGS QUAD   -  FREES CORNERS (1982)
 EH0192
 EH0192                         *CURRENT SURVEY CONTROL
 EH0192  ___________________________________________________________________
 EH0192* NAD 83(1986)-  34 50 30.     (N)    090 00 13.     (W)     SCALED    
 EH0192* NAVD 88     -        96.988  (meters)     318.20   (feet)  ADJUSTED  
 EH0192  ___________________________________________________________________
 EH0192  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EH0192  DYNAMIC HT  -          96.896 (meters)     317.90  (feet)  COMP
 EH0192  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 EH0192
 EH0192  VERT ORDER  -  SECOND    CLASS 0
 EH0192
 EH0192.The horizontal coordinates were scaled from a topographic map and have
 EH0192.an estimated accuracy of +/- 6 seconds.
 EH0192
 EH0192.The orthometric height was determined by differential leveling
 EH0192.and adjusted in June 1991.
 EH0192
 EH0192.The geoid height was determined by GEOID03.
 EH0192
 EH0192.The dynamic height is computed by dividing the NAVD 88
 EH0192.geopotential number by the normal gravity value computed on the
 EH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0192.degrees latitude (g = 980.6199 gals.).
 EH0192
 EH0192.The modeled gravity was interpolated from observed gravity values.
 EH0192
 EH0192;                    North         East    Units  Estimated Accuracy
 EH0192;SPC MS W     -   592,360.      730,160.      MT  (+/- 180 meters Scaled)
 EH0192
 EH0192                          SUPERSEDED SURVEY CONTROL
 EH0192
 EH0192  NGVD 29 (??/??/??)   96.964  (m)          318.12   (f) ADJUSTED    2 0
 EH0192
 EH0192.Superseded values are not recommended for survey control.
 EH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0192.See file dsdata.txt to determine how the superseded data were derived.
 EH0192
 EH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU739595(NAD 83)
 EH0192_MARKER: DB = BENCH MARK DISK
 EH0192_SETTING: 0 = UNSPECIFIED SETTING
 EH0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0192
 EH0192  HISTORY     - Date     Condition        Report By
 EH0192  HISTORY     - 1934     MONUMENTED       CGS
 EH0192  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EH0192  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EH0192
 EH0192                          STATION DESCRIPTION
 EH0192
 EH0192'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0192'2.1 MI N FROM HERNANDO.
 EH0192'LOCATED 2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EH0192'STATION AT HERNANDO.  IT IS 1/4 MILE SOUTH OF SEMAPHORE J 413-6 AT A
 EH0192'PRIVATE ROAD CROSSING, 32 FEET WEST OF THE CENTERLINE OF THE TRACK,
 EH0192'AND 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 EH0192
 EH0192                          STATION RECOVERY (2008)
 EH0192
 EH0192'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0192'MARK APPARENTLY DESTROYED BY RAILROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1219 ***********************************************************************
 EG1219  DESIGNATION -  E 39
 EG1219  PID         -  EG1219
 EG1219  STATE/COUNTY-  MS/DE SOTO
 EG1219  USGS QUAD   -  OLIVE BRANCH (1982)
 EG1219
 EG1219                         *CURRENT SURVEY CONTROL
 EG1219  ___________________________________________________________________
 EG1219* NAD 83(1986)-  34 54 20.     (N)    089 45 04.     (W)     SCALED    
 EG1219* NAVD 88     -        89.049  (meters)     292.15   (feet)  ADJUSTED  
 EG1219  ___________________________________________________________________
 EG1219  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1219  DYNAMIC HT  -          88.964 (meters)     291.88  (feet)  COMP
 EG1219  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 EG1219
 EG1219  VERT ORDER  -  SECOND    CLASS 0
 EG1219
 EG1219.The horizontal coordinates were scaled from a topographic map and have
 EG1219.an estimated accuracy of +/- 6 seconds.
 EG1219
 EG1219.The orthometric height was determined by differential leveling
 EG1219.and adjusted in June 1991.
 EG1219
 EG1219.The geoid height was determined by GEOID03.
 EG1219
 EG1219.The dynamic height is computed by dividing the NAVD 88
 EG1219.geopotential number by the normal gravity value computed on the
 EG1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1219.degrees latitude (g = 980.6199 gals.).
 EG1219
 EG1219.The modeled gravity was interpolated from observed gravity values.
 EG1219
 EG1219;                    North         East    Units  Estimated Accuracy
 EG1219;SPC MS W     -   599,550.      753,210.      MT  (+/- 180 meters Scaled)
 EG1219
 EG1219                          SUPERSEDED SURVEY CONTROL
 EG1219
 EG1219  NGVD 29 (??/??/92)   89.007  (m)          292.02   (f) ADJ UNCH    2 0
 EG1219
 EG1219.Superseded values are not recommended for survey control.
 EG1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1219.See file dsdata.txt to determine how the superseded data were derived.
 EG1219
 EG1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD486660(NAD 83)
 EG1219_MARKER: DB = BENCH MARK DISK
 EG1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1219+STABILITY: SURFACE MOTION
 EG1219
 EG1219  HISTORY     - Date     Condition        Report By
 EG1219  HISTORY     - UNK      MONUMENTED       CGS
 EG1219  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1219  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1219
 EG1219                          STATION DESCRIPTION
 EG1219
 EG1219'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1219'1.2 MI SW FROM MILLER.
 EG1219'LOCATED ABOUT 1.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1219'RAILWAY FROM THE STATION AT MILLER.  IT IS 70 FEET WEST OF A WATER
 EG1219'TANK, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET
 EG1219'SOUTH OF THE SOUTH CORNER OF A SMALL RAILROAD PUMP HOUSE.
 EG1219
 EG1219                          STATION RECOVERY (2008)
 EG1219
 EG1219'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1219'MARK APPARENTLY DESTROYED BY CONSTRUCTION OF OLD HIGHWAY 78 AS IT
 EG1219'FALLS BENEATH THE FILL FOR HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1151 ***********************************************************************
 DJ1151  DESIGNATION -  E 4
 DJ1151  PID         -  DJ1151
 DJ1151  STATE/COUNTY-  MS/WEBSTER
 DJ1151  USGS QUAD   -  MABEN (1972)
 DJ1151
 DJ1151                         *CURRENT SURVEY CONTROL
 DJ1151  ___________________________________________________________________
 DJ1151* NAD 83(1986)-  33 32 10.     (N)    089 07 23.     (W)     SCALED    
 DJ1151* NAVD 88     -       126.069  (meters)     413.61   (feet)  ADJUSTED  
 DJ1151  ___________________________________________________________________
 DJ1151  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1151  DYNAMIC HT  -         125.933 (meters)     413.17  (feet)  COMP
 DJ1151  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DJ1151
 DJ1151  VERT ORDER  -  FIRST     CLASS II
 DJ1151
 DJ1151.The horizontal coordinates were scaled from a topographic map and have
 DJ1151.an estimated accuracy of +/- 6 seconds.
 DJ1151
 DJ1151.The orthometric height was determined by differential leveling
 DJ1151.and adjusted in June 1991.
 DJ1151
 DJ1151.The geoid height was determined by GEOID03.
 DJ1151
 DJ1151.The dynamic height is computed by dividing the NAVD 88
 DJ1151.geopotential number by the normal gravity value computed on the
 DJ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1151.degrees latitude (g = 980.6199 gals.).
 DJ1151
 DJ1151.The modeled gravity was interpolated from observed gravity values.
 DJ1151
 DJ1151;                    North         East    Units  Estimated Accuracy
 DJ1151;SPC MS E     -   447,530.      273,090.      MT  (+/- 180 meters Scaled)
 DJ1151
 DJ1151                          SUPERSEDED SURVEY CONTROL
 DJ1151
 DJ1151  NGVD 29 (??/??/92)  125.999  (m)          413.38   (f) ADJ UNCH    1 2
 DJ1151
 DJ1151.Superseded values are not recommended for survey control.
 DJ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1151.See file dsdata.txt to determine how the superseded data were derived.
 DJ1151
 DJ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC028127(NAD 83)
 DJ1151_MARKER: DB = BENCH MARK DISK
 DJ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1151_STAMPING: E 4 1933
 DJ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1151+STABILITY: SURFACE MOTION
 DJ1151
 DJ1151  HISTORY     - Date     Condition        Report By
 DJ1151  HISTORY     - 1933     MONUMENTED       CGS
 DJ1151  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1151  HISTORY     - 1973     MARK NOT FOUND   NGS
 DJ1151
 DJ1151                          STATION DESCRIPTION
 DJ1151
 DJ1151'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1151'IN MATHISTON.
 DJ1151'AT MATHISTON, WEBSTER COUNTY, ABOUT 300 YARDS EAST OF THE COLUMBUS AND
 DJ1151'GREENVILLE RAILWAY STATION, 13.5 FEET SOUTH OF THE CENTERLINE OF THE
 DJ1151'TRACK, AND ABOUT 10 FEET SOUTHEAST OF THE CENTERLINE OF THE GULF,
 DJ1151'MOBILE, AND OHIO RAILROAD TRACK.  A STANDARD DISK, STAMPED E 4 1933
 DJ1151'AND SET IN THE TOP OF A CONCRETE POST.
 DJ1151
 DJ1151                          STATION RECOVERY (1973)
 DJ1151
 DJ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DJ1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0624 ***********************************************************************
 EG0624  DESIGNATION -  E 4
 EG0624  PID         -  EG0624
 EG0624  STATE/COUNTY-  MS/UNION
 EG0624  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0624
 EG0624                         *CURRENT SURVEY CONTROL
 EG0624  ___________________________________________________________________
 EG0624* NAD 83(1986)-  34 28 12.     (N)    088 59 25.     (W)     SCALED    
 EG0624* NAVD 88     -       115.269  (meters)     378.18   (feet)  ADJUSTED  
 EG0624  ___________________________________________________________________
 EG0624  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EG0624  DYNAMIC HT  -         115.157 (meters)     377.81  (feet)  COMP
 EG0624  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EG0624
 EG0624  VERT ORDER  -  SECOND    CLASS 0
 EG0624
 EG0624.The horizontal coordinates were scaled from a topographic map and have
 EG0624.an estimated accuracy of +/- 6 seconds.
 EG0624
 EG0624.The orthometric height was determined by differential leveling
 EG0624.and adjusted in June 1991.
 EG0624
 EG0624.The geoid height was determined by GEOID03.
 EG0624
 EG0624.The dynamic height is computed by dividing the NAVD 88
 EG0624.geopotential number by the normal gravity value computed on the
 EG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0624.degrees latitude (g = 980.6199 gals.).
 EG0624
 EG0624.The modeled gravity was interpolated from observed gravity values.
 EG0624
 EG0624;                    North         East    Units  Estimated Accuracy
 EG0624;SPC MS E     -   551,090.      285,580.      MT  (+/- 180 meters Scaled)
 EG0624
 EG0624                          SUPERSEDED SURVEY CONTROL
 EG0624
 EG0624  NGVD 29 (??/??/92)  115.231  (m)          378.05   (f) ADJ UNCH    2 0
 EG0624
 EG0624.Superseded values are not recommended for survey control.
 EG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0624.See file dsdata.txt to determine how the superseded data were derived.
 EG0624
 EG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD172160(NAD 83)
 EG0624_MARKER: DD = SURVEY DISK
 EG0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0624_SP_SET: BRIDGE
 EG0624_STAMPING: E 4 1959
 EG0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0624
 EG0624  HISTORY     - Date     Condition        Report By
 EG0624  HISTORY     - 1959     MONUMENTED       MSHD
 EG0624  HISTORY     - 1965     GOOD             MSHD
 EG0624  HISTORY     - 1979     GOOD             MSHD
 EG0624
 EG0624                          STATION DESCRIPTION
 EG0624
 EG0624'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0624'1.9 MI NW FROM NEW ALBANY.
 EG0624'TO REACH THE MARK FROM THE POST OFFICE IN NEW ALBANY GO SOUTHEAST ON
 EG0624'U. S. 78 FOR FOR 0.8 MILE TO THE INTERSECTION OF U. S. 78 AND 15,
 EG0624'CONTINUE SOUTHEAST ON U. S. 78 FOR 1.9 MILES TO A CONCRETE BRIDGE AND
 EG0624'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 EG0624'HOLE IN THE NORTH END OF THE WEST SIDE OF THE CONCRETE BRIDGE OVER A
 EG0624'CREEK ON U. S. HIGHWAY 78.
 EG0624
 EG0624                          STATION RECOVERY (1979)
 EG0624
 EG0624'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0624'THE HIGHWAY IS NOW OLD HWY 78.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1032 ***********************************************************************
 EG1032  DESIGNATION -  E 40
 EG1032  PID         -  EG1032
 EG1032  STATE/COUNTY-  MS/UNION
 EG1032  USGS QUAD   -  MYRTLE (1982)
 EG1032
 EG1032                         *CURRENT SURVEY CONTROL
 EG1032  ___________________________________________________________________
 EG1032* NAD 83(1986)-  34 31 18.     (N)    089 03 27.     (W)     SCALED    
 EG1032* NAVD 88     -       106.774  (meters)     350.31   (feet)  ADJUSTED  
 EG1032  ___________________________________________________________________
 EG1032  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EG1032  DYNAMIC HT  -         106.671 (meters)     349.97  (feet)  COMP
 EG1032  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EG1032
 EG1032  VERT ORDER  -  SECOND    CLASS 0
 EG1032
 EG1032.The horizontal coordinates were scaled from a topographic map and have
 EG1032.an estimated accuracy of +/- 6 seconds.
 EG1032
 EG1032.The orthometric height was determined by differential leveling
 EG1032.and adjusted in June 1991.
 EG1032
 EG1032.The geoid height was determined by GEOID03.
 EG1032
 EG1032.The dynamic height is computed by dividing the NAVD 88
 EG1032.geopotential number by the normal gravity value computed on the
 EG1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1032.degrees latitude (g = 980.6199 gals.).
 EG1032
 EG1032.The modeled gravity was interpolated from observed gravity values.
 EG1032
 EG1032;                    North         East    Units  Estimated Accuracy
 EG1032;SPC MS E     -   556,830.      279,420.      MT  (+/- 180 meters Scaled)
 EG1032
 EG1032                          SUPERSEDED SURVEY CONTROL
 EG1032
 EG1032  NGVD 29 (??/??/92)  106.756  (m)          350.25   (f) ADJ UNCH    2 0
 EG1032
 EG1032.Superseded values are not recommended for survey control.
 EG1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1032.See file dsdata.txt to determine how the superseded data were derived.
 EG1032
 EG1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD111219(NAD 83)
 EG1032_MARKER: DB = BENCH MARK DISK
 EG1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1032_STAMPING: E-40 1934
 EG1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1032+STABILITY: SURFACE MOTION
 EG1032
 EG1032  HISTORY     - Date     Condition        Report By
 EG1032  HISTORY     - 1934     MONUMENTED       CGS
 EG1032  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG1032  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG1032
 EG1032                          STATION DESCRIPTION
 EG1032
 EG1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1032'3.5 MI NW FROM NEW ALBANY.
 EG1032'3.5 MILES NORTHWEST OF ST. L AND SF RR DEPOT AT NEW ALBANY 150 FEET
 EG1032'SOUTHWEST OF POLE 558-30.  54 FEET NORTH OF CENTERLINE OF ROAD.  60
 EG1032'FEET SOUTH OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RAILROAD.  4
 EG1032'FEET NORTHEAST OF FENCE LINE.
 EG1032
 EG1032                          STATION RECOVERY (1962)
 EG1032
 EG1032'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1032'MARK NOT FOUND.
 EG1032
 EG1032                          STATION RECOVERY (1977)
 EG1032
 EG1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0928 ***********************************************************************
 EG0928  DESIGNATION -  E 41
 EG0928  PID         -  EG0928
 EG0928  STATE/COUNTY-  MS/TIPPAH
 EG0928  USGS QUAD   -  FALKNER (1982)
 EG0928
 EG0928                         *CURRENT SURVEY CONTROL
 EG0928  ___________________________________________________________________
 EG0928* NAD 83(1986)-  34 51 49.     (N)    088 55 02.     (W)     SCALED    
 EG0928* NAVD 88     -       133.941  (meters)     439.44   (feet)  ADJUSTED  
 EG0928  ___________________________________________________________________
 EG0928  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0928  DYNAMIC HT  -         133.813 (meters)     439.02  (feet)  COMP
 EG0928  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EG0928
 EG0928  VERT ORDER  -  SECOND    CLASS 0
 EG0928
 EG0928.The horizontal coordinates were scaled from a topographic map and have
 EG0928.an estimated accuracy of +/- 6 seconds.
 EG0928
 EG0928.The orthometric height was determined by differential leveling
 EG0928.and adjusted in June 1991.
 EG0928
 EG0928.The geoid height was determined by GEOID03.
 EG0928
 EG0928.The dynamic height is computed by dividing the NAVD 88
 EG0928.geopotential number by the normal gravity value computed on the
 EG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0928.degrees latitude (g = 980.6199 gals.).
 EG0928
 EG0928.The modeled gravity was interpolated from observed gravity values.
 EG0928
 EG0928;                    North         East    Units  Estimated Accuracy
 EG0928;SPC MS E     -   594,750.      292,330.      MT  (+/- 180 meters Scaled)
 EG0928
 EG0928                          SUPERSEDED SURVEY CONTROL
 EG0928
 EG0928  NGVD 29 (??/??/92)  133.910  (m)          439.34   (f) ADJ UNCH    2 0
 EG0928
 EG0928.Superseded values are not recommended for survey control.
 EG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0928.See file dsdata.txt to determine how the superseded data were derived.
 EG0928
 EG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD247595(NAD 83)
 EG0928_MARKER: DB = BENCH MARK DISK
 EG0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0928_STAMPING: E 41 1934
 EG0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0928+STABILITY: SURFACE MOTION
 EG0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0928+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 EG0928
 EG0928  HISTORY     - Date     Condition        Report By
 EG0928  HISTORY     - 1934     MONUMENTED       CGS
 EG0928  HISTORY     - 1962     GOOD             MSHD
 EG0928  HISTORY     - 1979     GOOD             MSHD
 EG0928  HISTORY     - 20031002 GOOD             USACE
 EG0928
 EG0928                          STATION DESCRIPTION
 EG0928
 EG0928'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0928'14.2 MI S FROM MIDDLETON.
 EG0928'IN TIPPAH COUNTY, MISSISSIPPI, 14.2 MILES SOUTH ALONG THE GULF, MOBILE
 EG0928'AND NORTHERN RAILROAD FROM THE SOUTHERN RAILWAY STATION AT MIDDLETON,
 EG0928'HARDEMAN COUNTY, TENN., 900 FEET SOUTH OF BRIDGE 354.7, 90 FEET NORTH
 EG0928'OF THE CENTERLINE OF AN EAST-WEST ROAD, AND 30 FEET EAST OF THE
 EG0928'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 41 1934 AND SET
 EG0928'IN THE TOP OF A CONCRETE POST.
 EG0928
 EG0928                          STATION RECOVERY (1979)
 EG0928
 EG0928'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0928'THE MARK IS LOCATED 1.7 MILES NORTHEAST OF FALKNER IN THE NORTHEAST
 EG0928'ANGLE OF THE CROSSING OF THE G.M. AND O. RAILROAD TRACK AND A
 EG0928'GRAVELED ROAD, 5.8 MILES SOUTH OF WALNUT IN THE SOUTHEAST 1/4 OF
 EG0928'SECTION 31, T 2S, R 4E. IT IS 72 FEET NORTHWEST OF A LONE TWIN OAK,
 EG0928'71 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 61 FEET NORTHEAST OF
 EG0928'A RAILROAD CROSSING SIGN, 25 FEET EAST OF THE EAST RAIL, 2 FEET
 EG0928'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST OF A METAL WITNESS POST
 EG0928'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 1/2 FEET BELOW THE
 EG0928'LEVEL OF THE TRACK AND PROJECTS 5 INCHES. TO REACH FROM THE POST
 EG0928'OFFICE IN FALKNER GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MILES TO A
 EG0928'SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.25
 EG0928'MILE TO A RAILROAD CROSSING AND THE MARK ON THE LEFT.
 EG0928
 EG0928                          STATION RECOVERY (2003)
 EG0928
 EG0928'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1067 ***********************************************************************
 EG1067  DESIGNATION -  E 42
 EG1067  PID         -  EG1067
 EG1067  STATE/COUNTY-  MS/PONTOTOC
 EG1067  USGS QUAD   -  SOUTHWEST PONTOTOC (1972)
 EG1067
 EG1067                         *CURRENT SURVEY CONTROL
 EG1067  ___________________________________________________________________
 EG1067* NAD 83(1986)-  34 11 25.     (N)    089 01 41.     (W)     SCALED    
 EG1067* NAVD 88     -       128.760  (meters)     422.44   (feet)  ADJUSTED  
 EG1067  ___________________________________________________________________
 EG1067  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EG1067  DYNAMIC HT  -         128.630 (meters)     422.01  (feet)  COMP
 EG1067  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EG1067
 EG1067  VERT ORDER  -  SECOND    CLASS 0
 EG1067
 EG1067.The horizontal coordinates were scaled from a topographic map and have
 EG1067.an estimated accuracy of +/- 6 seconds.
 EG1067
 EG1067.The orthometric height was determined by differential leveling
 EG1067.and adjusted in June 1991.
 EG1067
 EG1067.The geoid height was determined by GEOID03.
 EG1067
 EG1067.The dynamic height is computed by dividing the NAVD 88
 EG1067.geopotential number by the normal gravity value computed on the
 EG1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1067.degrees latitude (g = 980.6199 gals.).
 EG1067
 EG1067.The modeled gravity was interpolated from observed gravity values.
 EG1067
 EG1067;                    North         East    Units  Estimated Accuracy
 EG1067;SPC MS E     -   520,070.      282,050.      MT  (+/- 180 meters Scaled)
 EG1067
 EG1067                          SUPERSEDED SURVEY CONTROL
 EG1067
 EG1067  NGVD 29 (??/??/92)  128.702  (m)          422.25   (f) ADJ UNCH    2 0
 EG1067
 EG1067.Superseded values are not recommended for survey control.
 EG1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1067.See file dsdata.txt to determine how the superseded data were derived.
 EG1067
 EG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC131851(NAD 83)
 EG1067_MARKER: DB = BENCH MARK DISK
 EG1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1067_STAMPING: E-42 1935
 EG1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1067+STABILITY: SURFACE MOTION
 EG1067
 EG1067  HISTORY     - Date     Condition        Report By
 EG1067  HISTORY     - 1935     MONUMENTED       CGS
 EG1067  HISTORY     - 1963     MARK NOT FOUND   USGS
 EG1067
 EG1067                          STATION DESCRIPTION
 EG1067
 EG1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1067'4.4 MI S FROM PONTOTOC.
 EG1067'4.4 MILES SOUTH OF G M AND N RR DEPOT AT PONTOTOC 60 FEET EAST OF
 EG1067'CENTERLINE OF GULF MOBILE AND NORTHERN RAILROAD.  20 FEET SOUTH OF
 EG1067'CENTERLINE OF EAST AND WEST ROAD.  6 FEET BELOW LEVEL OF RAILS.  16
 EG1067'FEET WEST OF 6 INCH OAK TREE.
 EG1067
 EG1067                          STATION RECOVERY (1963)
 EG1067
 EG1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EG1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1190 ***********************************************************************
 DJ1190  DESIGNATION -  E 43
 DJ1190  PID         -  DJ1190
 DJ1190  STATE/COUNTY-  MS/WEBSTER
 DJ1190  USGS QUAD   -  MABEN (1972)
 DJ1190
 DJ1190                         *CURRENT SURVEY CONTROL
 DJ1190  ___________________________________________________________________
 DJ1190* NAD 83(1986)-  33 37 08.     (N)    089 04 39.     (W)     SCALED    
 DJ1190* NAVD 88     -       135.940  (meters)     446.00   (feet)  ADJUSTED  
 DJ1190  ___________________________________________________________________
 DJ1190  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ1190  DYNAMIC HT  -         135.795 (meters)     445.52  (feet)  COMP
 DJ1190  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DJ1190
 DJ1190  VERT ORDER  -  SECOND    CLASS 0
 DJ1190
 DJ1190.The horizontal coordinates were scaled from a topographic map and have
 DJ1190.an estimated accuracy of +/- 6 seconds.
 DJ1190
 DJ1190.The orthometric height was determined by differential leveling
 DJ1190.and adjusted in June 1991.
 DJ1190
 DJ1190.The geoid height was determined by GEOID03.
 DJ1190
 DJ1190.The dynamic height is computed by dividing the NAVD 88
 DJ1190.geopotential number by the normal gravity value computed on the
 DJ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1190.degrees latitude (g = 980.6199 gals.).
 DJ1190
 DJ1190.The modeled gravity was interpolated from observed gravity values.
 DJ1190
 DJ1190;                    North         East    Units  Estimated Accuracy
 DJ1190;SPC MS E     -   456,700.      277,340.      MT  (+/- 180 meters Scaled)
 DJ1190
 DJ1190                          SUPERSEDED SURVEY CONTROL
 DJ1190
 DJ1190  NGVD 29 (??/??/92)  135.872  (m)          445.77   (f) ADJ UNCH    2 0
 DJ1190
 DJ1190.Superseded values are not recommended for survey control.
 DJ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1190.See file dsdata.txt to determine how the superseded data were derived.
 DJ1190
 DJ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC072218(NAD 83)
 DJ1190_MARKER: DB = BENCH MARK DISK
 DJ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1190_STAMPING: E 43 1935
 DJ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1190+STABILITY: SURFACE MOTION
 DJ1190
 DJ1190  HISTORY     - Date     Condition        Report By
 DJ1190  HISTORY     - 1935     MONUMENTED       CGS
 DJ1190  HISTORY     - 1963     MARK NOT FOUND   NGS
 DJ1190  HISTORY     - 1977     MARK NOT FOUND   USGS
 DJ1190  HISTORY     - 1981     GOOD             LOCSUR
 DJ1190
 DJ1190                          STATION DESCRIPTION
 DJ1190
 DJ1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DJ1190'4.5 MI N FROM MABEN.
 DJ1190'IN WEBSTER COUNTY, 4.5 MILES NORTH ALONG THE GULF, MOBILE, AND OHIO
 DJ1190'RAILROAD FROM THE STATION AT MABEN, OKTIBBEHA COUNTY, 312 FEET NORTH
 DJ1190'OF THE STATION AT CUMBERLAND, 275 FEET NORTH OF MILEPOST 262, 45 FEET
 DJ1190'EAST OF THE CENTERLINE OF THE TRACK, AND 52 FEET SOUTH OF THE
 DJ1190'CENTERLINE OF STATE HIGHWAY 15.  A STANDARD DISK, STAMPED E 43 1935
 DJ1190'AND SET IN THE TOP OF A CONCRETE POST.
 DJ1190
 DJ1190                          STATION RECOVERY (1977)
 DJ1190
 DJ1190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DJ1190'MARK NOT FOUND.
 DJ1190
 DJ1190                          STATION RECOVERY (1981)
 DJ1190
 DJ1190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0130 ***********************************************************************
 DK0130  DESIGNATION -  E 45
 DK0130  PID         -  DK0130
 DK0130  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0130  USGS QUAD   -  PAYNES (1981)
 DK0130
 DK0130                         *CURRENT SURVEY CONTROL
 DK0130  ___________________________________________________________________
 DK0130* NAD 83(1986)-  33 59 47.     (N)    090 05 23.     (W)     SCALED    
 DK0130* NAVD 88     -        49.362  (meters)     161.95   (feet)  ADJUSTED  
 DK0130  ___________________________________________________________________
 DK0130  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK0130  DYNAMIC HT  -          49.313 (meters)     161.79  (feet)  COMP
 DK0130  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 DK0130
 DK0130  VERT ORDER  -  SECOND    CLASS 0
 DK0130
 DK0130.The horizontal coordinates were scaled from a topographic map and have
 DK0130.an estimated accuracy of +/- 6 seconds.
 DK0130
 DK0130.The orthometric height was determined by differential leveling
 DK0130.and adjusted in June 1991.
 DK0130
 DK0130.The geoid height was determined by GEOID03.
 DK0130
 DK0130.The dynamic height is computed by dividing the NAVD 88
 DK0130.geopotential number by the normal gravity value computed on the
 DK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0130.degrees latitude (g = 980.6199 gals.).
 DK0130
 DK0130.The modeled gravity was interpolated from observed gravity values.
 DK0130
 DK0130;                    North         East    Units  Estimated Accuracy
 DK0130;SPC MS W     -   498,570.      722,510.      MT  (+/- 180 meters Scaled)
 DK0130
 DK0130                          SUPERSEDED SURVEY CONTROL
 DK0130
 DK0130  NGVD 29 (??/??/??)   49.414  (m)          162.12   (f) ADJUSTED    2 0
 DK0130
 DK0130.Superseded values are not recommended for survey control.
 DK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0130.See file dsdata.txt to determine how the superseded data were derived.
 DK0130
 DK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT688655(NAD 83)
 DK0130_MARKER: DB = BENCH MARK DISK
 DK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0130_STAMPING: E 45 1935
 DK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0130+STABILITY: SURFACE MOTION
 DK0130
 DK0130  HISTORY     - Date     Condition        Report By
 DK0130  HISTORY     - 1935     MONUMENTED       CGS
 DK0130  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0130  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0130  HISTORY     - 1980     MARK NOT FOUND   USGS
 DK0130
 DK0130                          STATION DESCRIPTION
 DK0130
 DK0130'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0130'2.1 MI SW FROM CHARLESTON.
 DK0130'THE MARK IS LOCATED 2.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 DK0130'RAILROAD FROM THE STATION AT CHARLESTON, TALLAHATCHIE COUNTY, 41 FEET
 DK0130'SOUTHEAST OF MILEPOST 24, 30 FEET SOUTH OF THE CENTER LINE OF THE
 DK0130'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 DK0130'STAMPED E 45 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DK0130'RAILROAD TRACK MENTIONED IN THE PREVIOUS DESCRIPTION NO LONGER EXISTS.
 DK0130
 DK0130                          STATION RECOVERY (1978)
 DK0130
 DK0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0130'MARK NOT FOUND.
 DK0130
 DK0130                          STATION RECOVERY (1980)
 DK0130
 DK0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DK0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0607 ***********************************************************************
 EH0607  DESIGNATION -  E 46
 EH0607  PID         -  EH0607
 EH0607  STATE/COUNTY-  MS/COAHOMA
 EH0607  USGS QUAD   -  SHERARD (1967)
 EH0607
 EH0607                         *CURRENT SURVEY CONTROL
 EH0607  ___________________________________________________________________
 EH0607* NAD 83(1986)-  34 08 17.     (N)    090 40 28.     (W)     SCALED    
 EH0607* NAVD 88     -        50.066  (meters)     164.26   (feet)  ADJUSTED  
 EH0607  ___________________________________________________________________
 EH0607  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EH0607  DYNAMIC HT  -          50.017 (meters)     164.10  (feet)  COMP
 EH0607  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EH0607
 EH0607  VERT ORDER  -  SECOND    CLASS 0
 EH0607
 EH0607.The horizontal coordinates were scaled from a topographic map and have
 EH0607.an estimated accuracy of +/- 6 seconds.
 EH0607
 EH0607.The orthometric height was determined by differential leveling
 EH0607.and adjusted in June 1991.
 EH0607
 EH0607.The geoid height was determined by GEOID03.
 EH0607
 EH0607.The dynamic height is computed by dividing the NAVD 88
 EH0607.geopotential number by the normal gravity value computed on the
 EH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0607.degrees latitude (g = 980.6199 gals.).
 EH0607
 EH0607.The modeled gravity was interpolated from observed gravity values.
 EH0607
 EH0607;                    North         East    Units  Estimated Accuracy
 EH0607;SPC MS W     -   514,310.      668,540.      MT  (+/- 180 meters Scaled)
 EH0607
 EH0607                          SUPERSEDED SURVEY CONTROL
 EH0607
 EH0607  NGVD 29 (??/??/??)   50.144  (m)          164.51   (f) ADJUSTED    2 0
 EH0607
 EH0607.Superseded values are not recommended for survey control.
 EH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0607.See file dsdata.txt to determine how the superseded data were derived.
 EH0607
 EH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT144799(NAD 83)
 EH0607_MARKER: DB = BENCH MARK DISK
 EH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0607_STAMPING: E 46 1935
 EH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0607+STABILITY: SURFACE MOTION
 EH0607
 EH0607  HISTORY     - Date     Condition        Report By
 EH0607  HISTORY     - 1935     MONUMENTED       CGS
 EH0607  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0607
 EH0607                          STATION DESCRIPTION
 EH0607
 EH0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0607'7.7 MI SW FROM CLARKSDALE.
 EH0607'7.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 EH0607'OFFICE AT CLARKSDALE, COAHOMA COUNTY, 40 FEET EAST OF MILEPOST 84, 55
 EH0607'FEET EAST OF TELEPHONE POLE 3600, AND 31 FEET EAST OF THE CENTERLINE
 EH0607'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 46 1935 AND SET IN THE
 EH0607'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0623 ***********************************************************************
 DK0623  DESIGNATION -  E 47
 DK0623  PID         -  DK0623
 DK0623  STATE/COUNTY-  MS/BOLIVAR
 DK0623  USGS QUAD   -  SHAW (1967)
 DK0623
 DK0623                         *CURRENT SURVEY CONTROL
 DK0623  ___________________________________________________________________
 DK0623* NAD 83(1986)-  33 34 11.     (N)    090 48 22.     (W)     SCALED    
 DK0623* NAVD 88     -        38.964  (meters)     127.83   (feet)  ADJUSTED  
 DK0623  ___________________________________________________________________
 DK0623  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK0623  DYNAMIC HT  -          38.923 (meters)     127.70  (feet)  COMP
 DK0623  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 DK0623
 DK0623  VERT ORDER  -  SECOND    CLASS 0
 DK0623
 DK0623.The horizontal coordinates were scaled from a topographic map and have
 DK0623.an estimated accuracy of +/- 6 seconds.
 DK0623
 DK0623.The orthometric height was determined by differential leveling
 DK0623.and adjusted in June 1991.
 DK0623
 DK0623.The geoid height was determined by GEOID03.
 DK0623
 DK0623.The dynamic height is computed by dividing the NAVD 88
 DK0623.geopotential number by the normal gravity value computed on the
 DK0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0623.degrees latitude (g = 980.6199 gals.).
 DK0623
 DK0623.The modeled gravity was interpolated from observed gravity values.
 DK0623
 DK0623;                    North         East    Units  Estimated Accuracy
 DK0623;SPC MS W     -   451,320.      656,110.      MT  (+/- 180 meters Scaled)
 DK0623
 DK0623                          SUPERSEDED SURVEY CONTROL
 DK0623
 DK0623  NGVD 29 (??/??/??)   39.104  (m)          128.29   (f) ADJUSTED    2 0
 DK0623
 DK0623.Superseded values are not recommended for survey control.
 DK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0623.See file dsdata.txt to determine how the superseded data were derived.
 DK0623
 DK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT036166(NAD 83)
 DK0623_MARKER: DB = BENCH MARK DISK
 DK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0623_STAMPING: E 47 1935
 DK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0623+STABILITY: SURFACE MOTION
 DK0623
 DK0623  HISTORY     - Date     Condition        Report By
 DK0623  HISTORY     - 1935     MONUMENTED       CGS
 DK0623  HISTORY     - 1966     MARK NOT FOUND   USGS
 DK0623
 DK0623                          STATION DESCRIPTION
 DK0623
 DK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0623'10.9 MI N FROM ELIZABETH.
 DK0623'10.9 MILES NORTH OF I.C. RR. DEPOT AT ELIZABETH 390 FEET SOUTH OF MILE
 DK0623'POST M127.  51 FEET WEST OF CENTERLINE OF ILLINOIS CENTRAL RAILROAD.
 DK0623'24 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 61.  2 FEET EAST OF WEST
 DK0623'RIGHT-OF-WAY FENCE LINE.
 DK0623
 DK0623                          STATION RECOVERY (1966)
 DK0623
 DK0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DK0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0737 ***********************************************************************
 DK0737  DESIGNATION -  E 48
 DK0737  PID         -  DK0737
 DK0737  STATE/COUNTY-  MS/SUNFLOWER
 DK0737  USGS QUAD   -  SUNFLOWER (1966)
 DK0737
 DK0737                         *CURRENT SURVEY CONTROL
 DK0737  ___________________________________________________________________
 DK0737* NAD 83(1986)-  33 35 23.     (N)    090 31 29.     (W)     SCALED    
 DK0737* NAVD 88     -        37.267  (meters)     122.27   (feet)  POSTED    
 DK0737  ___________________________________________________________________
 DK0737  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DK0737  DYNAMIC HT  -          37.230 (meters)     122.15  (feet)  COMP
 DK0737  MODELED GRAV-     979,611.8   (mgal)                       NAVD 88
 DK0737
 DK0737  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DK0737
 DK0737.The horizontal coordinates were scaled from a topographic map and have
 DK0737.an estimated accuracy of +/- 6 seconds.
 DK0737
 DK0737.The orthometric height was determined by differential leveling
 DK0737.and adjusted by the  in 1992.
 DK0737.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DK0737.rate of 2.1 thru 3.0 mm/km.
 DK0737
 DK0737.The geoid height was determined by GEOID03.
 DK0737
 DK0737.The dynamic height is computed by dividing the NAVD 88
 DK0737.geopotential number by the normal gravity value computed on the
 DK0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0737.degrees latitude (g = 980.6199 gals.).
 DK0737
 DK0737.The modeled gravity was interpolated from observed gravity values.
 DK0737
 DK0737;                    North         East    Units  Estimated Accuracy
 DK0737;SPC MS W     -   453,460.      682,240.      MT  (+/- 180 meters Scaled)
 DK0737
 DK0737                          SUPERSEDED SURVEY CONTROL
 DK0737
 DK0737  NGVD 29 (??/??/??)   37.357  (m)          122.56   (f) ADJUSTED    2 0
 DK0737
 DK0737.Superseded values are not recommended for survey control.
 DK0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0737.See file dsdata.txt to determine how the superseded data were derived.
 DK0737
 DK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT297194(NAD 83)
 DK0737_MARKER: DB = BENCH MARK DISK
 DK0737_SETTING: 0 = UNSPECIFIED SETTING
 DK0737_STAMPING: E 48 1935
 DK0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0737
 DK0737  HISTORY     - Date     Condition        Report By
 DK0737  HISTORY     - 1935     MONUMENTED       CGS
 DK0737  HISTORY     - 1967     GOOD             MSHD
 DK0737
 DK0737                          STATION DESCRIPTION
 DK0737
 DK0737'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0737'3.5 MI NE FROM SUNFLOWER.
 DK0737'LOCATED 3.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 DK0737'THE STATION IN SUNFLOWER AND IS IN THE NORTHEAST 1/4 OF SECTION 20, T
 DK0737'20N, R 3W.  IT IS 84 FEET SOUTHEAST OF TELEPHONE POLE NO. 3956, 49
 DK0737'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 49 FEET EAST OF THE
 DK0737'EAST RAIL.  TO REACH FROM THE U.S. POST OFFICE IN SUNFLOWER, GO EAST
 DK0737'ON QUIVER STREET FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49
 DK0737'WEST.  TURN LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 49 WEST FOR
 DK0737'3.2 MILES TO A SIDE ROAD LEFT.  TURN SHARP LEFT (SOUTHWEST) AND
 DK0737'CONTINUE ON AN ALL WEATHER ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT
 DK0737'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0252 ***********************************************************************
 DK0252  DESIGNATION -  E 49
 DK0252  PID         -  DK0252
 DK0252  STATE/COUNTY-  MS/HUMPHREYS
 DK0252  USGS QUAD   -  SILVER CITY (1982)
 DK0252
 DK0252                         *CURRENT SURVEY CONTROL
 DK0252  ___________________________________________________________________
 DK0252* NAD 83(1986)-  33 04 34.     (N)    090 28 42.     (W)     SCALED    
 DK0252* NAVD 88     -        33.090  (meters)     108.56   (feet)  ADJUSTED  
 DK0252  ___________________________________________________________________
 DK0252  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DK0252  DYNAMIC HT  -          33.054 (meters)     108.44  (feet)  COMP
 DK0252  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DK0252
 DK0252  VERT ORDER  -  SECOND    CLASS 0
 DK0252
 DK0252.The horizontal coordinates were scaled from a topographic map and have
 DK0252.an estimated accuracy of +/- 6 seconds.
 DK0252
 DK0252.The orthometric height was determined by differential leveling
 DK0252.and adjusted in June 1991.
 DK0252
 DK0252.The geoid height was determined by GEOID03.
 DK0252
 DK0252.The dynamic height is computed by dividing the NAVD 88
 DK0252.geopotential number by the normal gravity value computed on the
 DK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0252.degrees latitude (g = 980.6199 gals.).
 DK0252
 DK0252.The modeled gravity was interpolated from observed gravity values.
 DK0252
 DK0252;                    North         East    Units  Estimated Accuracy
 DK0252;SPC MS W     -   396,490.      686,460.      MT  (+/- 180 meters Scaled)
 DK0252
 DK0252                          SUPERSEDED SURVEY CONTROL
 DK0252
 DK0252  NGVD 29 (??/??/??)   33.169  (m)          108.82   (f) ADJUSTED    2 0
 DK0252
 DK0252.Superseded values are not recommended for survey control.
 DK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0252.See file dsdata.txt to determine how the superseded data were derived.
 DK0252
 DK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS353625(NAD 83)
 DK0252_MARKER: DB = BENCH MARK DISK
 DK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0252_STAMPING: E 49 1935
 DK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0252+STABILITY: SURFACE MOTION
 DK0252
 DK0252  HISTORY     - Date     Condition        Report By
 DK0252  HISTORY     - 1935     MONUMENTED       CGS
 DK0252  HISTORY     - 1974     GOOD             MSHD
 DK0252  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0252
 DK0252                          STATION DESCRIPTION
 DK0252
 DK0252'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0252'1.8 MI S FROM SILVER CITY.
 DK0252'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 DK0252'AT SILVER CITY, HUMPHREYS COUNTY, 45 FEET SOUTH OF THE SOUTH END OF
 DK0252'BRIDGE 165.3 OVER ATCHAPALAYA RIVER, 30 FEET EAST OF THE CENTERLINE OF
 DK0252'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 DK0252'STAMPED E 49 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK0252
 DK0252                          STATION RECOVERY (1977)
 DK0252
 DK0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0049 ***********************************************************************
 DK0049  DESIGNATION -  E 5
 DK0049  PID         -  DK0049
 DK0049  STATE/COUNTY-  MS/LEFLORE
 DK0049  USGS QUAD   -  GREENWOOD (1982)
 DK0049
 DK0049                         *CURRENT SURVEY CONTROL
 DK0049  ___________________________________________________________________
 DK0049* NAD 83(1986)-  33 31 00.     (N)    090 10 33.     (W)     SCALED    
 DK0049* NAVD 88     -        42.653  (meters)     139.94   (feet)  ADJUSTED  
 DK0049  ___________________________________________________________________
 DK0049  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK0049  DYNAMIC HT  -          42.609 (meters)     139.79  (feet)  COMP
 DK0049  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 DK0049
 DK0049  VERT ORDER  -  FIRST     CLASS II
 DK0049
 DK0049.The horizontal coordinates were scaled from a topographic map and have
 DK0049.an estimated accuracy of +/- 6 seconds.
 DK0049
 DK0049.The orthometric height was determined by differential leveling
 DK0049.and adjusted in June 1991.
 DK0049
 DK0049.The geoid height was determined by GEOID03.
 DK0049
 DK0049.The dynamic height is computed by dividing the NAVD 88
 DK0049.geopotential number by the normal gravity value computed on the
 DK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0049.degrees latitude (g = 980.6199 gals.).
 DK0049
 DK0049.The modeled gravity was interpolated from observed gravity values.
 DK0049
 DK0049;                    North         East    Units  Estimated Accuracy
 DK0049;SPC MS W     -   445,350.      714,630.      MT  (+/- 180 meters Scaled)
 DK0049
 DK0049                          SUPERSEDED SURVEY CONTROL
 DK0049
 DK0049  NGVD 29 (??/??/??)   42.725  (m)          140.17   (f) ADJUSTED    1 2
 DK0049
 DK0049.Superseded values are not recommended for survey control.
 DK0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0049.See file dsdata.txt to determine how the superseded data were derived.
 DK0049
 DK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT623121(NAD 83)
 DK0049_MARKER: DB = BENCH MARK DISK
 DK0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0049_SP_SET: BUILDING WALL
 DK0049_STAMPING: E 5 1933
 DK0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0049+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DK0049
 DK0049  HISTORY     - Date     Condition        Report By
 DK0049  HISTORY     - 1933     MONUMENTED       CGS
 DK0049  HISTORY     - 1967     GOOD             MSHD
 DK0049  HISTORY     - 20080304 GOOD             MSDOT
 DK0049
 DK0049                          STATION DESCRIPTION
 DK0049
 DK0049'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0049'IN GREENWOOD.
 DK0049'THE MARK IS LOCATED 0.2 MILE EAST OF THE APPROXIMATE CENTER OF
 DK0049'GREENWOOD IN THE EAST WALL OF A COMMERCIAL BUILDING WHICH WAS FORMERLY
 DK0049'THE ILLINOIS CENTRAL RAILROAD STATION ON THE SOUTH SIDE OF CARROLLTON
 DK0049'STREET AND IS IN THE NORTHWEST 1/4 OF SECTION 15, T 19N, R 1E. IT IS
 DK0049'SET VERTICALLY IN THE EAST WALL OF THE OLD ILLINOIS CENTRAL RAILROAD
 DK0049'STATION, 43 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 24
 DK0049'FEET WEST OF THE WEST RAIL AND 4.7 FEET ABOVE THE BRICK WALL. TO REACH
 DK0049'FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN GREENWOOD
 DK0049'GO NORTHEAST ON MARKET STREET FOR 0.3 MILE TO LAMAR STREET ON THE
 DK0049'RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON LAMAR STREET FOR 0.25
 DK0049'MILE TO A THREE WAY INTERSECTION.  TURN LEFT (EAST) AND CONTINUE ON
 DK0049'CARROLLTON STREET FOR 0.05 MILE TO THE CROSSING OF THE ILLINOIS
 DK0049'CENTRAL RAILROAD TRACK AND THE OLD STATION AND THE MARK ON THE RIGHT
 DK0049'AS DESCRIBED.
 DK0049
 DK0049                          STATION RECOVERY (2008)
 DK0049
 DK0049'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0440 ***********************************************************************
 DK0440  DESIGNATION -  E 50
 DK0440  PID         -  DK0440
 DK0440  STATE/COUNTY-  MS/HUMPHREYS
 DK0440  USGS QUAD   -  MIDNIGHT (1965)
 DK0440
 DK0440                         *CURRENT SURVEY CONTROL
 DK0440  ___________________________________________________________________
 DK0440* NAD 83(1986)-  33 04 04.     (N)    090 32 57.     (W)     SCALED    
 DK0440* NAVD 88     -        33.546  (meters)     110.06   (feet)  ADJUSTED  
 DK0440  ___________________________________________________________________
 DK0440  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0440  DYNAMIC HT  -          33.510 (meters)     109.94  (feet)  COMP
 DK0440  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 DK0440
 DK0440  VERT ORDER  -  SECOND    CLASS 0
 DK0440
 DK0440.The horizontal coordinates were scaled from a topographic map and have
 DK0440.an estimated accuracy of +/- 6 seconds.
 DK0440
 DK0440.The orthometric height was determined by differential leveling
 DK0440.and adjusted in June 1991.
 DK0440
 DK0440.The geoid height was determined by GEOID03.
 DK0440
 DK0440.The dynamic height is computed by dividing the NAVD 88
 DK0440.geopotential number by the normal gravity value computed on the
 DK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0440.degrees latitude (g = 980.6199 gals.).
 DK0440
 DK0440.The modeled gravity was interpolated from observed gravity values.
 DK0440
 DK0440;                    North         East    Units  Estimated Accuracy
 DK0440;SPC MS W     -   395,580.      679,850.      MT  (+/- 180 meters Scaled)
 DK0440
 DK0440                          SUPERSEDED SURVEY CONTROL
 DK0440
 DK0440  NGVD 29 (??/??/92)   33.625  (m)          110.32   (f) ADJ UNCH    2 0
 DK0440
 DK0440.Superseded values are not recommended for survey control.
 DK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0440.See file dsdata.txt to determine how the superseded data were derived.
 DK0440
 DK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS288614(NAD 83)
 DK0440_MARKER: DB = BENCH MARK DISK
 DK0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0440_STAMPING: E-50 1935
 DK0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0440+STABILITY: SURFACE MOTION
 DK0440
 DK0440  HISTORY     - Date     Condition        Report By
 DK0440  HISTORY     - 1935     MONUMENTED       CGS
 DK0440  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0440
 DK0440                          STATION DESCRIPTION
 DK0440
 DK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0440'3.8 MI SW FROM SILVER CITY.
 DK0440'3.8 MILES SOUTHWEST OF Y AND M V RR DEPOT AT SILVER CITY 132 FEET
 DK0440'SOUTHWEST OF MILE POST M167.  30 FEET NORTHEAST OF CENTERLINE OF YAZOO
 DK0440'AND MISSISSIPPI VALLEY RAILROAD.  18 FEET EAST OF CENTERLINE OF NORTH
 DK0440'AND SOUTH ROAD.  3 FEET NORTHEAST OF FENCE CORNER.  123 FEET NORTH OF
 DK0440'CENTERLINE OF U. S. HIGHWAY 49W.  4 FEET BELOW LEVEL OF RAILS.
 DK0440
 DK0440                          STATION RECOVERY (1972)
 DK0440
 DK0440'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0175 ***********************************************************************
 CP0175  DESIGNATION -  E 51
 CP0175  PID         -  CP0175
 CP0175  STATE/COUNTY-  MS/YAZOO
 CP0175  USGS QUAD   -  BENTON (1988)
 CP0175
 CP0175                         *CURRENT SURVEY CONTROL
 CP0175  ___________________________________________________________________
 CP0175* NAD 83(1986)-  32 49 37.     (N)    090 16 36.     (W)     SCALED    
 CP0175* NAVD 88     -       107.832  (meters)     353.78   (feet)  ADJUSTED  
 CP0175  ___________________________________________________________________
 CP0175  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CP0175  DYNAMIC HT  -         107.711 (meters)     353.38  (feet)  COMP
 CP0175  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CP0175
 CP0175  VERT ORDER  -  SECOND    CLASS 0
 CP0175
 CP0175.The horizontal coordinates were scaled from a topographic map and have
 CP0175.an estimated accuracy of +/- 6 seconds.
 CP0175
 CP0175.The orthometric height was determined by differential leveling
 CP0175.and adjusted in June 1991.
 CP0175
 CP0175.The geoid height was determined by GEOID03.
 CP0175
 CP0175.The dynamic height is computed by dividing the NAVD 88
 CP0175.geopotential number by the normal gravity value computed on the
 CP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0175.degrees latitude (g = 980.6199 gals.).
 CP0175
 CP0175.The modeled gravity was interpolated from observed gravity values.
 CP0175
 CP0175;                    North         East    Units  Estimated Accuracy
 CP0175;SPC MS W     -   368,850.      705,310.      MT  (+/- 180 meters Scaled)
 CP0175
 CP0175                          SUPERSEDED SURVEY CONTROL
 CP0175
 CP0175  NGVD 29 (??/??/92)  107.912  (m)          354.04   (f) ADJ UNCH    2 0
 CP0175
 CP0175.Superseded values are not recommended for survey control.
 CP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0175.See file dsdata.txt to determine how the superseded data were derived.
 CP0175
 CP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS549353(NAD 83)
 CP0175_MARKER: DB = BENCH MARK DISK
 CP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0175_STAMPING: E 51 (1935)
 CP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0175+STABILITY: SURFACE MOTION
 CP0175
 CP0175  HISTORY     - Date     Condition        Report By
 CP0175  HISTORY     - 1935     MONUMENTED       CGS
 CP0175  HISTORY     - 1966     GOOD             MSHD
 CP0175  HISTORY     - 1970     GOOD             MSHD
 CP0175
 CP0175                          STATION DESCRIPTION
 CP0175
 CP0175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0175'0.95 MI W FROM BENTON.
 CP0175'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO EAST ON
 CP0175'HIGHWAY 49 WEST FOR 1.7 MILES TO THE INTERSECTIONS OF U.S. HIGHWAY 49
 CP0175'EAST AND MISSISSIPPI HIGHWAY 16, CONTINUE EAST ON HIGHWAY 16 FOR 7.0
 CP0175'MILES TO A SIDE ROAD LEFT, CONTINUE EAST ON HIGHWAY 16 FOR 0.1 MILE TO
 CP0175'A CIRCULAR DRIVEWAY ON THE LEFT AND THE MARK ON THE RIGHT EVEN WITH
 CP0175'THE MOST EASTERN HALF OF THE DRIVEWAY.  IT IS 79 FEET SOUTH AND ACROSS
 CP0175'THE HIGHWAY FROM A FENCE CORNER, 48 FEET EAST OF THE CENTER OF A SMALL
 CP0175'DITCH, 41.5 FEET SOUTH OF THE CENTER OF HIGHWAY 16, 1.5 FEET SOUTH OF
 CP0175'A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  NOTE-- LOCATED
 CP0175'8.35 MILES EAST OF YAZOO CITY AND 0.95 MILE WEST OF THE BENTON POST
 CP0175'OFFICE.
 CP0175
 CP0175                          STATION RECOVERY (1970)
 CP0175
 CP0175'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0949 ***********************************************************************
 CO0949  DESIGNATION -  E 52
 CO0949  PID         -  CO0949
 CO0949  STATE/COUNTY-  MS/LEAKE
 CO0949  USGS QUAD   -  OFAHOMA (1989)
 CO0949
 CO0949                         *CURRENT SURVEY CONTROL
 CO0949  ___________________________________________________________________
 CO0949* NAD 83(1986)-  32 42 05.     (N)    089 37 44.     (W)     SCALED    
 CO0949* NAVD 88     -       103.718  (meters)     340.28   (feet)  ADJUSTED  
 CO0949  ___________________________________________________________________
 CO0949  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO0949  DYNAMIC HT  -         103.599 (meters)     339.89  (feet)  COMP
 CO0949  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CO0949
 CO0949  VERT ORDER  -  SECOND    CLASS 0
 CO0949
 CO0949.The horizontal coordinates were scaled from a topographic map and have
 CO0949.an estimated accuracy of +/- 6 seconds.
 CO0949
 CO0949.The orthometric height was determined by differential leveling
 CO0949.and adjusted in June 1991.
 CO0949
 CO0949.The geoid height was determined by GEOID03.
 CO0949
 CO0949.The dynamic height is computed by dividing the NAVD 88
 CO0949.geopotential number by the normal gravity value computed on the
 CO0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0949.degrees latitude (g = 980.6199 gals.).
 CO0949
 CO0949.The modeled gravity was interpolated from observed gravity values.
 CO0949
 CO0949;                    North         East    Units  Estimated Accuracy
 CO0949;SPC MS E     -   355,200.      225,410.      MT  (+/- 180 meters Scaled)
 CO0949
 CO0949                          SUPERSEDED SURVEY CONTROL
 CO0949
 CO0949  NGVD 29 (??/??/92)  103.745  (m)          340.37   (f) ADJ UNCH    2 0
 CO0949
 CO0949.Superseded values are not recommended for survey control.
 CO0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0949.See file dsdata.txt to determine how the superseded data were derived.
 CO0949
 CO0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB535212(NAD 83)
 CO0949_MARKER: DB = BENCH MARK DISK
 CO0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0949_SP_SET: CONCRETE POST
 CO0949_STAMPING: E52 1935
 CO0949_MARK LOGO: CGS   
 CO0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0949+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1988
 CO0949
 CO0949  HISTORY     - Date     Condition        Report By
 CO0949  HISTORY     - 1935     MONUMENTED       CGS
 CO0949  HISTORY     - 1964     GOOD             MSHD
 CO0949  HISTORY     - 19880303 SEE DESCRIPTION  MSHD
 CO0949
 CO0949                          STATION DESCRIPTION
 CO0949
 CO0949'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0949'6.4 MI W FROM CARTHAGE.
 CO0949'TO REACH THE MARK FROM THE POST OFFICE IN CARTHAGE, GO WEST ON STATE
 CO0949'HIGHWAY 16 FOR 6.4 MILES TO A FARMHOUSE AND THE MARK ON THE RIGHT. THE
 CO0949'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST. IT IS
 CO0949'60 FEET NORTH OF THE CENTER OF THE OLD ROAD, 42 FEET NORTH OF THE WEST
 CO0949'END OF AN 18-INCH CORRUGATED METAL PIPE, 35.5 FEET NORTHWEST OF A
 CO0949'3-INCH SYCAMORE TREE, 21.5 FEET WEST OF THE CENTER OF A WIRE GAP IN A
 CO0949'FENCE, 2.0 FEET SOUTH OF THE FENCE, 6.0 FEET NORTHEAST OF A 7-INCH GUM
 CO0949'TREE WITH WHITE ARROW SIGNS POINTING TO THE MARK, ABOUT LEVEL WITH THE
 CO0949'GRAVEL ROAD, AND 6 INCHES BELOW THE GROUND SURFACE.  A METAL WITNESS
 CO0949'POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 CO0949
 CO0949                          STATION RECOVERY (1988)
 CO0949
 CO0949'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0949'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND AND WAS PROBABLY DESTROYED
 CO0949'WHEN STATE HIGHWAY 25 WAS RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1360 ***********************************************************************
 DJ1360  DESIGNATION -  E 53
 DJ1360  PID         -  DJ1360
 DJ1360  STATE/COUNTY-  MS/CARROLL
 DJ1360  USGS QUAD   -  VAIDEN (1966)
 DJ1360
 DJ1360                         *CURRENT SURVEY CONTROL
 DJ1360  ___________________________________________________________________
 DJ1360* NAD 83(1986)-  33 20 40.     (N)    089 44 31.     (W)     SCALED    
 DJ1360* NAVD 88     -        92.146  (meters)     302.32   (feet)  ADJUSTED  
 DJ1360  ___________________________________________________________________
 DJ1360  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DJ1360  DYNAMIC HT  -          92.048 (meters)     301.99  (feet)  COMP
 DJ1360  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DJ1360
 DJ1360  VERT ORDER  -  SECOND    CLASS 0
 DJ1360
 DJ1360.The horizontal coordinates were scaled from a topographic map and have
 DJ1360.an estimated accuracy of +/- 6 seconds.
 DJ1360
 DJ1360.The orthometric height was determined by differential leveling
 DJ1360.and adjusted in June 1991.
 DJ1360
 DJ1360.The geoid height was determined by GEOID03.
 DJ1360
 DJ1360.The dynamic height is computed by dividing the NAVD 88
 DJ1360.geopotential number by the normal gravity value computed on the
 DJ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1360.degrees latitude (g = 980.6199 gals.).
 DJ1360
 DJ1360.The modeled gravity was interpolated from observed gravity values.
 DJ1360
 DJ1360;                    North         East    Units  Estimated Accuracy
 DJ1360;SPC MS W     -   426,400.      755,050.      MT  (+/- 180 meters Scaled)
 DJ1360
 DJ1360                          SUPERSEDED SURVEY CONTROL
 DJ1360
 DJ1360  NGVD 29 (??/??/92)   92.158  (m)          302.36   (f) ADJ UNCH    2 0
 DJ1360
 DJ1360.Superseded values are not recommended for survey control.
 DJ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1360.See file dsdata.txt to determine how the superseded data were derived.
 DJ1360
 DJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB448928(NAD 83)
 DJ1360_MARKER: DB = BENCH MARK DISK
 DJ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1360_STAMPING: E 53 1935
 DJ1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1360+STABILITY: SURFACE MOTION
 DJ1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1360+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DJ1360
 DJ1360  HISTORY     - Date     Condition        Report By
 DJ1360  HISTORY     - 1935     MONUMENTED       CGS
 DJ1360  HISTORY     - 1968     GOOD             MSHD
 DJ1360  HISTORY     - 20080225 GOOD             MSDOT
 DJ1360
 DJ1360                          STATION DESCRIPTION
 DJ1360
 DJ1360'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1360'0.9 MI N FROM VAIDEN.
 DJ1360'THE MARK IS LOCATED 0.9 MILE NORTH OF THE APPROXIMATE CENTER OF VAIDEN
 DJ1360'ON THE EAST RIGHT OF WAY OF THE ILLINOIS CENTRAL RAILROAD TRACK, 0.1
 DJ1360'MILE SOUTH OF MILEPOST 650 AND IS NEAR THE CENTER OF THE SOUTH SIDE OF
 DJ1360'SECTION 11, T 17N, R 5E.  IT IS 45 FEET EAST OF THE EAST RAIL, 94 FEET
 DJ1360'NORTHEAST OF TELEPHONE LINE POLE NO. E60, 31 FEET NORTH OF A T FENCE
 DJ1360'CORNER AT THE WEST END OF A GATE, 34.5 FEET NORTHWEST OF A 24 INCH
 DJ1360'PECAN AT THE SOUTHWEST EDGE OF A PECAN ORCHARD, 2 FEET WEST OF A
 DJ1360'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 10
 DJ1360'INCH SQUARE CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK
 DJ1360'AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF
 DJ1360'MISSISSIPPI HIGHWAY 430 AND U.S. HIGHWAY 51 IN VAIDEN GO
 DJ1360'NORTH-NORTHWEST ON U.S. HIGHWAY 51 FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 DJ1360'TURN RIGHT (EAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.1 MILE TO
 DJ1360'A T INTERSECTION ON THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD
 DJ1360'TRACK.  TURN LEFT (NORTH) AND CONTINUE ON A TRACK ROAD PARALLING THE
 DJ1360'ILLINOIS CENTRAL RAILROAD TRACK FOR 0.25 MILE TO A WOODEN GATE ON THE
 DJ1360'SOUTH SIDE OF A PECAN ORCHARD AND THE MARK AS DESCRIBED.
 DJ1360
 DJ1360                          STATION RECOVERY (2008)
 DJ1360
 DJ1360'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1360'THE 1968 DESCRIPTION WAS SUFFICIENT FOR LOCATING THE MARK ALTHOUGH
 DJ1360'AFTER TURNING LEFT AT THE T INTERSECTION A LOCKED GATE WAS ENCOUNTERD
 DJ1360'AT 250 FEET. PROCEEDING THROUGH THE GATE ON FOOT NORTH FOR 800 FEET TO
 DJ1360'THE NORTH EDGE AND NORTHWEST CORNER OF AN OLD PECAN GROVE THE MARK WAS
 DJ1360'FOUND ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0191 ***********************************************************************
 CP0191  DESIGNATION -  E 54
 CP0191  PID         -  CP0191
 CP0191  STATE/COUNTY-  MS/YAZOO
 CP0191  USGS QUAD   -  VAUGHAN (1964)
 CP0191
 CP0191                         *CURRENT SURVEY CONTROL
 CP0191  ___________________________________________________________________
 CP0191* NAD 83(1986)-  32 45 56.     (N)    090 02 15.     (W)     SCALED    
 CP0191* NAVD 88     -        61.358  (meters)     201.31   (feet)  ADJUSTED  
 CP0191  ___________________________________________________________________
 CP0191  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CP0191  DYNAMIC HT  -          61.289 (meters)     201.08  (feet)  COMP
 CP0191  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CP0191
 CP0191  VERT ORDER  -  SECOND    CLASS 0
 CP0191
 CP0191.The horizontal coordinates were scaled from a topographic map and have
 CP0191.an estimated accuracy of +/- 6 seconds.
 CP0191
 CP0191.The orthometric height was determined by differential leveling
 CP0191.and adjusted in June 1991.
 CP0191
 CP0191.The geoid height was determined by GEOID03.
 CP0191
 CP0191.The dynamic height is computed by dividing the NAVD 88
 CP0191.geopotential number by the normal gravity value computed on the
 CP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0191.degrees latitude (g = 980.6199 gals.).
 CP0191
 CP0191.The modeled gravity was interpolated from observed gravity values.
 CP0191
 CP0191;                    North         East    Units  Estimated Accuracy
 CP0191;SPC MS W     -   362,080.      727,720.      MT  (+/- 180 meters Scaled)
 CP0191
 CP0191                          SUPERSEDED SURVEY CONTROL
 CP0191
 CP0191  NGVD 29 (??/??/92)   61.415  (m)          201.49   (f) ADJ UNCH    2 0
 CP0191
 CP0191.Superseded values are not recommended for survey control.
 CP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0191.See file dsdata.txt to determine how the superseded data were derived.
 CP0191
 CP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS775291(NAD 83)
 CP0191_MARKER: DB = BENCH MARK DISK
 CP0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0191_SP_SET: FOUNDATION
 CP0191_STAMPING: E 54 1935
 CP0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0191
 CP0191  HISTORY     - Date     Condition        Report By
 CP0191  HISTORY     - 1935     MONUMENTED       CGS
 CP0191  HISTORY     - 1967     GOOD             MSHD
 CP0191
 CP0191                          STATION DESCRIPTION
 CP0191
 CP0191'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0191'9.7 MI SW FROM PICKENS.
 CP0191'IN YAZOO COUNTY, 9.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 CP0191'RAILROAD FROM THE STATION AT PICKENS, HOLMES COUNTY, 75 FEET SOUTHEAST
 CP0191'OF MILEPOST C695, AT A BLOCK SIGNAL, IN THE TOP OF THE NORTHEAST
 CP0191'CORNER OF THE CONCRETE FOUNDATION AND 10 FEET EAST OF THE CENTERLINE
 CP0191'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0870 ***********************************************************************
 CP0870  DESIGNATION -  E 56
 CP0870  PID         -  CP0870
 CP0870  STATE/COUNTY-  MS/WARREN
 CP0870  USGS QUAD   -  ELDORADO (1988)
 CP0870
 CP0870                         *CURRENT SURVEY CONTROL
 CP0870  ___________________________________________________________________
 CP0870* NAD 83(1986)-  32 34 52.     (N)    090 38 30.     (W)     SCALED    
 CP0870* NAVD 88     -        36.628  (meters)     120.17   (feet)  ADJUSTED  
 CP0870  ___________________________________________________________________
 CP0870  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CP0870  DYNAMIC HT  -          36.587 (meters)     120.04  (feet)  COMP
 CP0870  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 CP0870
 CP0870  VERT ORDER  -  FIRST     CLASS II
 CP0870
 CP0870.The horizontal coordinates were scaled from a topographic map and have
 CP0870.an estimated accuracy of +/- 6 seconds.
 CP0870
 CP0870.The orthometric height was determined by differential leveling
 CP0870.and adjusted in June 1991.
 CP0870
 CP0870.The geoid height was determined by GEOID03.
 CP0870
 CP0870.The dynamic height is computed by dividing the NAVD 88
 CP0870.geopotential number by the normal gravity value computed on the
 CP0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0870.degrees latitude (g = 980.6199 gals.).
 CP0870
 CP0870.The modeled gravity was interpolated from observed gravity values.
 CP0870
 CP0870;                    North         East    Units  Estimated Accuracy
 CP0870;SPC MS W     -   341,630.      671,050.      MT  (+/- 180 meters Scaled)
 CP0870
 CP0870                          SUPERSEDED SURVEY CONTROL
 CP0870
 CP0870  NGVD 29 (??/??/92)   36.712  (m)          120.45   (f) ADJ UNCH    1 2
 CP0870
 CP0870.Superseded values are not recommended for survey control.
 CP0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0870.See file dsdata.txt to determine how the superseded data were derived.
 CP0870
 CP0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS213073(NAD 83)
 CP0870_MARKER: DB = BENCH MARK DISK
 CP0870_SETTING: 0 = UNSPECIFIED SETTING
 CP0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0870
 CP0870  HISTORY     - Date     Condition        Report By
 CP0870  HISTORY     - UNK      MONUMENTED       CGS
 CP0870  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0870
 CP0870                          STATION DESCRIPTION
 CP0870
 CP0870'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0870'9.1 MI SE FROM SATARTIA.
 CP0870'THE MARK IS LOCATED 9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 CP0870'BAPTIST CHURCH AT SATARTIA, 210 FEET WEST OF A LARGE WHITE FRAME FARM
 CP0870'HOUSE, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 CP0870'SOUTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0413 ***********************************************************************
 CP0413  DESIGNATION -  E 57
 CP0413  PID         -  CP0413
 CP0413  STATE/COUNTY-  MS/HINDS
 CP0413  USGS QUAD   -  TERRY NW (1980)
 CP0413
 CP0413                         *CURRENT SURVEY CONTROL
 CP0413  ___________________________________________________________________
 CP0413* NAD 83(1986)-  32 14 42.     (N)    090 26 37.     (W)     SCALED    
 CP0413* NAVD 88     -        69.94   (+/-2cm)     229.5    (feet)  VERTCON   
 CP0413  ___________________________________________________________________
 CP0413  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0413
 CP0413.The horizontal coordinates were scaled from a topographic map and have
 CP0413.an estimated accuracy of +/- 6 seconds.
 CP0413
 CP0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0413.The vertical order pertains to the NGVD 29 superseded value.
 CP0413
 CP0413.The geoid height was determined by GEOID03.
 CP0413
 CP0413;                    North         East    Units  Estimated Accuracy
 CP0413;SPC MS W     -   304,320.      689,610.      MT  (+/- 180 meters Scaled)
 CP0413
 CP0413                          SUPERSEDED SURVEY CONTROL
 CP0413
 CP0413  NGVD 29 (??/??/92)   69.949  (m)          229.49   (f) ADJ UNCH    2 0
 CP0413
 CP0413.Superseded values are not recommended for survey control.
 CP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0413.See file dsdata.txt to determine how the superseded data were derived.
 CP0413
 CP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR408704(NAD 83)
 CP0413_MARKER: DB = BENCH MARK DISK
 CP0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0413_STAMPING: E 57 1935
 CP0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0413+STABILITY: SURFACE MOTION
 CP0413
 CP0413  HISTORY     - Date     Condition        Report By
 CP0413  HISTORY     - 1935     MONUMENTED       CGS
 CP0413  HISTORY     - 1956     MARK NOT FOUND   NGS
 CP0413
 CP0413                          STATION DESCRIPTION
 CP0413
 CP0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CP0413'1.8 MI SW FROM RAYMOND.
 CP0413'LOCATED ABOUT 1.8 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 CP0413'FROM THE STATION IN RAYMOND, AT THE CROSSING AT STATE HIGHWAY 18,
 CP0413'ABOUT 168 FEET SOUTH OF THE SOUTH END OF BRIDGE LN 16.6, 36 FEET EAST
 CP0413'OF THE CENTER LINE OF THE TRACK, AND 33 FEET SOUTH OF THE CENTER OF
 CP0413'THE HIGHWAY.  A STANDARD DISK, STAMPED E 57 1935, AND SET IN THE TOP
 CP0413'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0118 ***********************************************************************
 EG0118  DESIGNATION -  E 6
 EG0118  PID         -  EG0118
 EG0118  STATE/COUNTY-  MS/TISHOMINGO
 EG0118  USGS QUAD   -  BELMONT (1984)
 EG0118
 EG0118                         *CURRENT SURVEY CONTROL
 EG0118  ___________________________________________________________________
 EG0118* NAD 83(1986)-  34 32 28.     (N)    088 13 17.     (W)     SCALED    
 EG0118* NAVD 88     -       190.710  (meters)     625.69   (feet)  ADJUSTED  
 EG0118  ___________________________________________________________________
 EG0118  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0118  DYNAMIC HT  -         190.523 (meters)     625.07  (feet)  COMP
 EG0118  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 EG0118
 EG0118  VERT ORDER  -  SECOND    CLASS 0
 EG0118
 EG0118.The horizontal coordinates were scaled from a topographic map and have
 EG0118.an estimated accuracy of +/- 6 seconds.
 EG0118
 EG0118.The orthometric height was determined by differential leveling
 EG0118.and adjusted in June 1991.
 EG0118
 EG0118.The geoid height was determined by GEOID03.
 EG0118
 EG0118.The dynamic height is computed by dividing the NAVD 88
 EG0118.geopotential number by the normal gravity value computed on the
 EG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0118.degrees latitude (g = 980.6199 gals.).
 EG0118
 EG0118.The modeled gravity was interpolated from observed gravity values.
 EG0118
 EG0118;                    North         East    Units  Estimated Accuracy
 EG0118;SPC MS E     -   559,140.      356,170.      MT  (+/- 180 meters Scaled)
 EG0118
 EG0118                          SUPERSEDED SURVEY CONTROL
 EG0118
 EG0118  NGVD 29 (??/??/92)  190.666  (m)          625.54   (f) ADJ UNCH    2 0
 EG0118
 EG0118.Superseded values are not recommended for survey control.
 EG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0118.See file dsdata.txt to determine how the superseded data were derived.
 EG0118
 EG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD879228(NAD 83)
 EG0118_MARKER: DB = BENCH MARK DISK
 EG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0118_STAMPING: E 6 1934
 EG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0118+STABILITY: SURFACE MOTION
 EG0118
 EG0118  HISTORY     - Date     Condition        Report By
 EG0118  HISTORY     - 1934     MONUMENTED       CGS
 EG0118  HISTORY     - 1962     GOOD             MSHD
 EG0118
 EG0118                          STATION DESCRIPTION
 EG0118
 EG0118'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0118'1.3 MI S FROM DENNIS.
 EG0118'THE MARK IS LOCATED 1.3 MILES SOUTH OF THE ILLINOIS CENTRAL RAILROAD
 EG0118'STATION AT DENNIS, ON RAILROAD RIGHT-OF-WAY AND AT A DIRT ROAD
 EG0118'CROSSING.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 4 AT
 EG0118'THE VILLAGE OF DENNIS, GO SOUTH ON HIGHWAY 25 FOR 1.3 MILES TO THE
 EG0118'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A
 EG0118'6 INCH SQUARE CONCRETE POST.  IT IS ABOUT 0.25 MILE SOUTH OF A WOODEN
 EG0118'OVERPASS, 48.2 FEET WEST OF THE CENTER OF THE TRACK, 19.5 FEET SOUTH
 EG0118'OF THE CENTER OF THE DIM ROAD, 1 FOOT NORTH OF A METAL WITNESS POST,
 EG0118'ABOUT LEVEL WITH THE TRACK AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0119 ***********************************************************************
 EG0119  DESIGNATION -  E 6 RESET 1977
 EG0119  PID         -  EG0119
 EG0119  STATE/COUNTY-  MS/TISHOMINGO
 EG0119  USGS QUAD   -  BELMONT (1984)
 EG0119
 EG0119                         *CURRENT SURVEY CONTROL
 EG0119  ___________________________________________________________________
 EG0119* NAD 83(1986)-  34 32 28.     (N)    088 13 17.     (W)     SCALED    
 EG0119* NAVD 88     -       190.673  (meters)     625.57   (feet)  ADJUSTED  
 EG0119  ___________________________________________________________________
 EG0119  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0119  DYNAMIC HT  -         190.486 (meters)     624.95  (feet)  COMP
 EG0119  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 EG0119
 EG0119  VERT ORDER  -  SECOND    CLASS II
 EG0119
 EG0119.The horizontal coordinates were scaled from a topographic map and have
 EG0119.an estimated accuracy of +/- 6 seconds.
 EG0119
 EG0119.The orthometric height was determined by differential leveling
 EG0119.and adjusted in June 1991.
 EG0119
 EG0119.The geoid height was determined by GEOID03.
 EG0119
 EG0119.The dynamic height is computed by dividing the NAVD 88
 EG0119.geopotential number by the normal gravity value computed on the
 EG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0119.degrees latitude (g = 980.6199 gals.).
 EG0119
 EG0119.The modeled gravity was interpolated from observed gravity values.
 EG0119
 EG0119;                    North         East    Units  Estimated Accuracy
 EG0119;SPC MS E     -   559,140.      356,170.      MT  (+/- 180 meters Scaled)
 EG0119
 EG0119                          SUPERSEDED SURVEY CONTROL
 EG0119
 EG0119  NGVD 29 (??/??/92)  190.639  (m)          625.45   (f) ADJ UNCH    2 2
 EG0119
 EG0119.Superseded values are not recommended for survey control.
 EG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0119.See file dsdata.txt to determine how the superseded data were derived.
 EG0119
 EG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD879228(NAD 83)
 EG0119_MARKER: DB = BENCH MARK DISK
 EG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0119_STAMPING: E 6 1934 RESET 1977
 EG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0119+STABILITY: SURFACE MOTION
 EG0119
 EG0119  HISTORY     - Date     Condition        Report By
 EG0119  HISTORY     - 1977     MONUMENTED       MSHD
 EG0119  HISTORY     - 1977     GOOD             MSHD
 EG0119
 EG0119                          STATION DESCRIPTION
 EG0119
 EG0119'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0119'1.3 MI S FROM DENNIS.
 EG0119'THE MARK IS LOCATED 1.3 MILES SOUTH OF THE ILLINOIS CENTRAL RAILROAD
 EG0119'STATION AT DENNIS, ON RAILROAD RIGHT-OF-WAY AND AT A DIRT ROAD
 EG0119'CROSSING.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND 4 AT THE
 EG0119'VILLAGE OF DENNIS, GO SOUTH ON HIGHWAY 25 FOR 1.3 MILES TO THE MARK ON
 EG0119'THE LEFT AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 6 INCH
 EG0119'SQUARE CONCRETE POST.  IT IS ABOUT 0.25 MILE SOUTH OF A WOODEN
 EG0119'OVERPASS, 48.2 FEET WEST OF THE CENTER OF THE TRACK, 19.5 FEET SOUTH
 EG0119'OF THE CENTER OF THE DIM ROAD, 1 FOOT NORTH OF A METAL WITNESS POST
 EG0119'ABOUT LEVEL WITH THE TRACK AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0839 ***********************************************************************
 BW0839  DESIGNATION -  E 61
 BW0839  PID         -  BW0839
 BW0839  STATE/COUNTY-  MS/FRANKLIN
 BW0839  USGS QUAD   -  ROXIE (1988)
 BW0839
 BW0839                         *CURRENT SURVEY CONTROL
 BW0839  ___________________________________________________________________
 BW0839* NAD 83(1986)-  31 35 32.     (N)    091 03 09.     (W)     SCALED    
 BW0839* NAVD 88     -       125.56   (+/-2cm)     411.9    (feet)  VERTCON   
 BW0839  ___________________________________________________________________
 BW0839  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0839
 BW0839.The horizontal coordinates were scaled from a topographic map and have
 BW0839.an estimated accuracy of +/- 6 seconds.
 BW0839
 BW0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0839.The vertical order pertains to the NGVD 29 superseded value.
 BW0839
 BW0839.The geoid height was determined by GEOID03.
 BW0839
 BW0839;                    North         East    Units  Estimated Accuracy
 BW0839;SPC MS W     -   232,160.      631,750.      MT  (+/- 180 meters Scaled)
 BW0839
 BW0839                          SUPERSEDED SURVEY CONTROL
 BW0839
 BW0839  NGVD 29 (??/??/92)  125.560  (m)          411.94   (f) ADJ UNCH    2 0
 BW0839
 BW0839.Superseded values are not recommended for survey control.
 BW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0839.See file dsdata.txt to determine how the superseded data were derived.
 BW0839
 BW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ847968(NAD 83)
 BW0839_MARKER: DB = BENCH MARK DISK
 BW0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0839_STAMPING: E 61 1935
 BW0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0839+STABILITY: SURFACE MOTION
 BW0839
 BW0839  HISTORY     - Date     Condition        Report By
 BW0839  HISTORY     - 1935     MONUMENTED       CGS
 BW0839  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BW0839
 BW0839                          STATION DESCRIPTION
 BW0839
 BW0839'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0839'6.6 MI N FROM ROXIE.
 BW0839'THE MARK IS LOCATED 6.6 MILES NORTH ALONG THE ILLINOIS CENTRAL
 BW0839'RAILROAD FROM THE STATION IN ROXIE, ABOUT 2325 FEET NORTH OF MILE POST
 BW0839'M 280, ABOUT 108 FEET WEST OF THE CENTER LINE OF THE TRACK, 24 FEET
 BW0839'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, AND 3 FEET EAST OF A
 BW0839'FENCE.  IT IS A STANDARD DISK, STAMPED E 61 1935 AND SET IN THE TOP OF
 BW0839'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0175 ***********************************************************************
 EG0175  DESIGNATION -  E 67
 EG0175  PID         -  EG0175
 EG0175  STATE/COUNTY-  MS/ITAWAMBA
 EG0175  USGS QUAD   -  FULTON NE (1992)
 EG0175
 EG0175                         *CURRENT SURVEY CONTROL
 EG0175  ___________________________________________________________________
 EG0175* NAD 83(1986)-  34 25 49.     (N)    088 16 37.     (W)     SCALED    
 EG0175* NAVD 88     -       161.332  (meters)     529.30   (feet)  ADJUSTED  
 EG0175  ___________________________________________________________________
 EG0175  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG0175  DYNAMIC HT  -         161.172 (meters)     528.78  (feet)  COMP
 EG0175  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EG0175
 EG0175  VERT ORDER  -  SECOND    CLASS 0
 EG0175
 EG0175.The horizontal coordinates were scaled from a topographic map and have
 EG0175.an estimated accuracy of +/- 6 seconds.
 EG0175
 EG0175.The orthometric height was determined by differential leveling
 EG0175.and adjusted in June 1991.
 EG0175
 EG0175.The geoid height was determined by GEOID03.
 EG0175
 EG0175.The dynamic height is computed by dividing the NAVD 88
 EG0175.geopotential number by the normal gravity value computed on the
 EG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0175.degrees latitude (g = 980.6199 gals.).
 EG0175
 EG0175.The modeled gravity was interpolated from observed gravity values.
 EG0175
 EG0175;                    North         East    Units  Estimated Accuracy
 EG0175;SPC MS E     -   546,810.      351,140.      MT  (+/- 180 meters Scaled)
 EG0175
 EG0175                          SUPERSEDED SURVEY CONTROL
 EG0175
 EG0175  NGVD 29 (??/??/92)  161.277  (m)          529.12   (f) ADJ UNCH    2 0
 EG0175
 EG0175.Superseded values are not recommended for survey control.
 EG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0175.See file dsdata.txt to determine how the superseded data were derived.
 EG0175
 EG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD826106(NAD 83)
 EG0175_MARKER: DB = BENCH MARK DISK
 EG0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0175_STAMPING: E 67 1934
 EG0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0175+STABILITY: SURFACE MOTION
 EG0175
 EG0175  HISTORY     - Date     Condition        Report By
 EG0175  HISTORY     - 1934     MONUMENTED       CGS
 EG0175  HISTORY     - 1976     POOR             MSHD
 EG0175  HISTORY     - 1979     GOOD             MSHD
 EG0175
 EG0175                          STATION DESCRIPTION
 EG0175
 EG0175'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0175'6.5 MI SW FROM GOLDEN.
 EG0175'THE MARK IS LOCATED 6.5 MILES SOUTHWEST OF GOLDEN, 6.7 MILES SOUTHWEST
 EG0175'OF BELMONT, 5.3 MILES NORTHEAST OF THE COMMUNITY OF FAIRVIEW ON THE
 EG0175'WEST RIGHT OF WAY OF A COUNTY ROAD IN THE NORTHEAST 1/4 OF SECTION 31,
 EG0175'T 7S, R 10E.  IT IS 29 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 22
 EG0175'FEET NORTHEAST OF A 14 INCH TRIANGULAR BALZED PINE, 1 FOOT WEST OF A
 EG0175'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 18
 EG0175'INCHES ABOVE THE LEVEL OF THE ROAD AND PROJECTS 1 INCH. TO REACH FROM
 EG0175'THE CITY HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR 8.55 MILES
 EG0175'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON A GRAVELED ROAD
 EG0175'FOR 0.35 MILE TO THE MARK ON THE LEFT. NOTE-- THE MARK APPEARS TO HAVE
 EG0175'BEEN RUN OVER BY HEAVY EQUIPMENT CHIPPING THE POST ON THE WEST SIDE.
 EG0175
 EG0175                          STATION RECOVERY (1979)
 EG0175
 EG0175'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0184 ***********************************************************************
 DJ0184  DESIGNATION -  E 68
 DJ0184  PID         -  DJ0184
 DJ0184  STATE/COUNTY-  MS/MONROE
 DJ0184  USGS QUAD   -  AMORY (1992)
 DJ0184
 DJ0184                         *CURRENT SURVEY CONTROL
 DJ0184  ___________________________________________________________________
 DJ0184* NAD 83(1986)-  33 58 03.     (N)    088 28 41.     (W)     SCALED    
 DJ0184* NAVD 88     -        75.562  (meters)     247.91   (feet)  ADJUSTED  
 DJ0184  ___________________________________________________________________
 DJ0184  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0184  DYNAMIC HT  -          75.486 (meters)     247.66  (feet)  COMP
 DJ0184  MODELED GRAV-     979,621.9   (mgal)                       NAVD 88
 DJ0184
 DJ0184  VERT ORDER  -  SECOND    CLASS 0
 DJ0184
 DJ0184.The horizontal coordinates were scaled from a topographic map and have
 DJ0184.an estimated accuracy of +/- 6 seconds.
 DJ0184
 DJ0184.The orthometric height was determined by differential leveling
 DJ0184.and adjusted in June 1991.
 DJ0184
 DJ0184.The geoid height was determined by GEOID03.
 DJ0184
 DJ0184.The dynamic height is computed by dividing the NAVD 88
 DJ0184.geopotential number by the normal gravity value computed on the
 DJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0184.degrees latitude (g = 980.6199 gals.).
 DJ0184
 DJ0184.The modeled gravity was interpolated from observed gravity values.
 DJ0184
 DJ0184;                    North         East    Units  Estimated Accuracy
 DJ0184;SPC MS E     -   495,400.      332,830.      MT  (+/- 180 meters Scaled)
 DJ0184
 DJ0184                          SUPERSEDED SURVEY CONTROL
 DJ0184
 DJ0184  NGVD 29 (??/??/92)   75.506  (m)          247.72   (f) ADJ UNCH    2 0
 DJ0184
 DJ0184.Superseded values are not recommended for survey control.
 DJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0184.See file dsdata.txt to determine how the superseded data were derived.
 DJ0184
 DJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC634595(NAD 83)
 DJ0184_MARKER: DB = BENCH MARK DISK
 DJ0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0184_SP_SET: CULVERT
 DJ0184_STAMPING: E 68 1934
 DJ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0184
 DJ0184  HISTORY     - Date     Condition        Report By
 DJ0184  HISTORY     - 1934     MONUMENTED       CGS
 DJ0184  HISTORY     - 1963     GOOD             MSHD
 DJ0184
 DJ0184                          STATION DESCRIPTION
 DJ0184
 DJ0184'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0184'1.4 MI S FROM AMORY.
 DJ0184'THE MARK IS LOCATED 1.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO
 DJ0184'RAILWAY FROM THE CITY PARK AT AMORY, MONROE COUNTY, AT POLE 612/20,
 DJ0184'SET IN CEMENT IN A DRILLED HOLE, IN THE TOP OF THE SOUTH END OF THE
 DJ0184'WEST CONCRETE HEADWALL OF A CONCRETE CULVERT AND 15 FEET WEST OF THE
 DJ0184'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 68 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0343 ***********************************************************************
 DJ0343  DESIGNATION -  E 69
 DJ0343  PID         -  DJ0343
 DJ0343  STATE/COUNTY-  MS/LOWNDES
 DJ0343  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0343
 DJ0343                         *CURRENT SURVEY CONTROL
 DJ0343  ___________________________________________________________________
 DJ0343* NAD 83(1986)-  33 29 16.     (N)    088 25 27.     (W)     SCALED    
 DJ0343* NAVD 88     -        57.199  (meters)     187.66   (feet)  POSTED    
 DJ0343  ___________________________________________________________________
 DJ0343  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ0343  DYNAMIC HT  -          57.140 (meters)     187.47  (feet)  COMP
 DJ0343  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 DJ0343
 DJ0343  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DJ0343
 DJ0343.The horizontal coordinates were scaled from a topographic map and have
 DJ0343.an estimated accuracy of +/- 6 seconds.
 DJ0343
 DJ0343.The orthometric height was determined by differential leveling
 DJ0343.and adjusted by the  in 1992.
 DJ0343.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DJ0343.rate of 4.1 thru 8.0 mm/km.
 DJ0343
 DJ0343.The geoid height was determined by GEOID03.
 DJ0343
 DJ0343.The dynamic height is computed by dividing the NAVD 88
 DJ0343.geopotential number by the normal gravity value computed on the
 DJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0343.degrees latitude (g = 980.6199 gals.).
 DJ0343
 DJ0343.The modeled gravity was interpolated from observed gravity values.
 DJ0343
 DJ0343;                    North         East    Units  Estimated Accuracy
 DJ0343;SPC MS E     -   442,210.      338,020.      MT  (+/- 180 meters Scaled)
 DJ0343
 DJ0343                          SUPERSEDED SURVEY CONTROL
 DJ0343
 DJ0343  NGVD 29 (??/??/92)   57.181  (m)          187.60   (f) ADJ UNCH    2 0
 DJ0343
 DJ0343.Superseded values are not recommended for survey control.
 DJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0343.See file dsdata.txt to determine how the superseded data were derived.
 DJ0343
 DJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC676062(NAD 83)
 DJ0343_MARKER: DB = BENCH MARK DISK
 DJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0343_STAMPING: E 69 1935
 DJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0343+STABILITY: SURFACE MOTION
 DJ0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0343+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2009
 DJ0343
 DJ0343  HISTORY     - Date     Condition        Report By
 DJ0343  HISTORY     - 1935     MONUMENTED       CGS
 DJ0343  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0343  HISTORY     - 20090126 GOOD             GEOCAC
 DJ0343
 DJ0343                          STATION DESCRIPTION
 DJ0343
 DJ0343'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0343'IN COLUMBUS.
 DJ0343'AT COLUMBUS, LOWNDES COUNTY, ON THE GULF, MOBILE AND OHIO RAILROAD,
 DJ0343'ONE BLOCK EAST OF THE STATION, AT A STREET CROSSING, 45 FEET EAST OF
 DJ0343'THE CENTER LINE OF THE STREET, AND 21 FEET SOUTH OF THE CENTER LINE OF
 DJ0343'THE MAIN TRACK.  A STANDARD DISK, STAMPED E 69 1935 AND SET IN THE TOP
 DJ0343'OF A CONCRETE POST.
 DJ0343
 DJ0343                          STATION RECOVERY (2009)
 DJ0343
 DJ0343'RECOVERY NOTE BY GEOCACHING 2009 (RCS)
 DJ0343'MARK IS IN CONCRETE DRIVEWAY UNDER CARPORT OF HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0214 ***********************************************************************
 BW0214  DESIGNATION -  E 7
 BW0214  PID         -  BW0214
 BW0214  STATE/COUNTY-  MS/PIKE
 BW0214  USGS QUAD   -  OSYKA (1972)
 BW0214
 BW0214                         *CURRENT SURVEY CONTROL
 BW0214  ___________________________________________________________________
 BW0214* NAD 83(1986)-  31 05 35.     (N)    090 28 19.     (W)     SCALED    
 BW0214* NAVD 88     -        81.867  (meters)     268.59   (feet)  ADJUSTED  
 BW0214  ___________________________________________________________________
 BW0214  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BW0214  DYNAMIC HT  -          81.763 (meters)     268.25  (feet)  COMP
 BW0214  MODELED GRAV-     979,370.5   (mgal)                       NAVD 88
 BW0214
 BW0214  VERT ORDER  -  FIRST     CLASS I
 BW0214
 BW0214.The horizontal coordinates were scaled from a topographic map and have
 BW0214.an estimated accuracy of +/- 6 seconds.
 BW0214
 BW0214.The orthometric height was determined by differential leveling
 BW0214.and adjusted in February 1994.
 BW0214
 BW0214.The geoid height was determined by GEOID03.
 BW0214
 BW0214.The dynamic height is computed by dividing the NAVD 88
 BW0214.geopotential number by the normal gravity value computed on the
 BW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0214.degrees latitude (g = 980.6199 gals.).
 BW0214
 BW0214.The modeled gravity was interpolated from observed gravity values.
 BW0214
 BW0214;                    North         East    Units  Estimated Accuracy
 BW0214;SPC MS W     -   176,600.      686,780.      MT  (+/- 180 meters Scaled)
 BW0214
 BW0214                          SUPERSEDED SURVEY CONTROL
 BW0214
 BW0214  NAVD 88 (06/15/91)   81.882  (m)          268.64   (f) UNKNOWN     1 1
 BW0214  NGVD 29 (??/??/??)   81.869  (m)          268.60   (f) ADJUSTED    1 1
 BW0214
 BW0214.Superseded values are not recommended for survey control.
 BW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0214.See file dsdata.txt to determine how the superseded data were derived.
 BW0214
 BW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ411426(NAD 83)
 BW0214_MARKER: DB = BENCH MARK DISK
 BW0214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0214_SP_SET: BRIDGE ABUTMENT
 BW0214_STAMPING: E 7 1934 268.726
 BW0214_MARK LOGO: CGS   
 BW0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0214+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0214
 BW0214  HISTORY     - Date     Condition        Report By
 BW0214  HISTORY     - 1934     MONUMENTED       CGS
 BW0214  HISTORY     - 1969     GOOD             NGS
 BW0214  HISTORY     - 19920714 GOOD             NGS
 BW0214
 BW0214                          STATION DESCRIPTION
 BW0214
 BW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0214'3.6 MI S FROM MAGNOLIA.
 BW0214'ABOUT 3.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0214'CROSSING OF STATE HIGHWAY 48 (EAST BAY STREET) AT MAGNOLIA, ABOUT 6.05
 BW0214'MILES NORTH OF THE CROSSING OF STATE HIGHWAY 584 AT OSAYKA, 2.2 MILES
 BW0214'NORTH OF THE CROSSING OF A BLACK TOPPED ROAD AT CHATAWA, 0.3 MILE
 BW0214'NORTH OF MILEPOST 818, SET ON THE TOP OF THE EAST END OF THE SOUTH
 BW0214'CONCRETE ABUTMENT FOR A 60-FOOT CONCRETE BRIDGE, 7 FEET EAST OF THE
 BW0214'EAST RAIL OF THE EAST TRACK AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 BW0214'1/4, SEC 35, T 2N, R 7E.
 BW0214
 BW0214                          STATION RECOVERY (1992)
 BW0214
 BW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0214'16.1 KM (10.00 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0214'THE JUNCTION OF STATE HIGHWAY 38 IN KENTWOOD, LA, IN TOP OF AND 0.2 M
 BW0214'(0.7 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BW0214'RAILROAD BRIDGE, 1.0 KM (0.60 MI) SOUTH OF MILEPOST 817, 2.2 M
 BW0214'(7.2 FT) WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 BW0214'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0683 ***********************************************************************
 DJ0683  DESIGNATION -  E 70
 DJ0683  PID         -  DJ0683
 DJ0683  STATE/COUNTY-  MS/LOWNDES
 DJ0683  USGS QUAD   -  ARTESIA (1987)
 DJ0683
 DJ0683                         *CURRENT SURVEY CONTROL
 DJ0683  ___________________________________________________________________
 DJ0683* NAD 83(1986)-  33 29 05.     (N)    088 38 06.     (W)     SCALED    
 DJ0683* NAVD 88     -        63.878  (meters)     209.57   (feet)  ADJUSTED  
 DJ0683  ___________________________________________________________________
 DJ0683  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DJ0683  DYNAMIC HT  -          63.810 (meters)     209.35  (feet)  COMP
 DJ0683  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DJ0683
 DJ0683  VERT ORDER  -  FIRST     CLASS II
 DJ0683
 DJ0683.The horizontal coordinates were scaled from a topographic map and have
 DJ0683.an estimated accuracy of +/- 6 seconds.
 DJ0683
 DJ0683.The orthometric height was determined by differential leveling
 DJ0683.and adjusted in June 1991.
 DJ0683
 DJ0683.The geoid height was determined by GEOID03.
 DJ0683
 DJ0683.The dynamic height is computed by dividing the NAVD 88
 DJ0683.geopotential number by the normal gravity value computed on the
 DJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0683.degrees latitude (g = 980.6199 gals.).
 DJ0683
 DJ0683.The modeled gravity was interpolated from observed gravity values.
 DJ0683
 DJ0683;                    North         East    Units  Estimated Accuracy
 DJ0683;SPC MS E     -   441,810.      318,430.      MT  (+/- 180 meters Scaled)
 DJ0683
 DJ0683                          SUPERSEDED SURVEY CONTROL
 DJ0683
 DJ0683  NGVD 29 (??/??/92)   63.841  (m)          209.45   (f) ADJ UNCH    1 2
 DJ0683
 DJ0683.Superseded values are not recommended for survey control.
 DJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0683.See file dsdata.txt to determine how the superseded data were derived.
 DJ0683
 DJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC480062(NAD 83)
 DJ0683_MARKER: DB = BENCH MARK DISK
 DJ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0683_STAMPING: E 70 1935
 DJ0683_MARK LOGO: CGS   
 DJ0683_PROJECTION: FLUSH
 DJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0683+STABILITY: SURFACE MOTION
 DJ0683
 DJ0683  HISTORY     - Date     Condition        Report By
 DJ0683  HISTORY     - 1935     MONUMENTED       CGS
 DJ0683  HISTORY     - 1971     GOOD             NGS
 DJ0683  HISTORY     - 1983     GOOD             NGS
 DJ0683
 DJ0683                          STATION DESCRIPTION
 DJ0683
 DJ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DJ0683'IN MAYHEW.
 DJ0683'TO REACH BENCH MARK, TRAVEL 10 MILES EAST OF STARKVILLE, MISSISSIPPI
 DJ0683'ON U. S. HIGHWAY 82 TO ITS INTERSECTION WITH HIGHWAY 45 WEST, CONTINUE
 DJ0683'APPROXIMATELY ONE MILE FURTHER ON U. S. HIGHWAY 82, PASS UNDER A
 DJ0683'BRIDGE OF THE GULF, MOBILE AND OHIO RAILROAD, AND TAKE THE FIRST PAVED
 DJ0683'ROAD TO THE LEFT.  FOLLOW THIS ROAD 1 MILE NORTH, RUNNING PARALLEL TO
 DJ0683'THE TRACKS ON THE EAST SIDE OF THE TRACKS, TO MAYHEW, CROSSING HERE TO
 DJ0683'THE WEST SIDE OF THE TRACKS, ONE WILL SPOT A DIRT ROAD RUNNING NORTH
 DJ0683'PARALLEL TO THE TRACKS.  APPROXIMATELY 100 TO 150 FEET ALONG THIS DIRT
 DJ0683'ROAD ONE SHOULD SPOT ON THE RIGHT SIDE OF THE ROAD TELEPHONE POLE
 DJ0683'6243.  THE BENCH MARK IS LOCATED 3 FEET NORTH OF THIS POLE, 27 FEET
 DJ0683'WEST OF THE MAIN TRACK, AND 17 FEET TO THE EAST OF THE CENTERLINE OF A
 DJ0683'DIRT ROAD IN THE TOP OF A CONCRETE POST.  IT IS ALSO 1 FOOT EAST OF A
 DJ0683'SIGN IDENTIFYING IT AS A U.S. C AND GS BENCH MARK.
 DJ0683
 DJ0683                          STATION RECOVERY (1983)
 DJ0683
 DJ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0683'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM
 DJ0683'(1.45 MI) EAST ALONG OLD U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S.
 DJ0683'HIGHWAY 45 ALTERNATE IN MAYHEW, WHICH IS 0.9 KM (0.55 MI) SOUTH OF THE
 DJ0683'NEW U.S. HIGHWAY 82 OVERPASS, THENCE 0.7 KM (0.45 MI) WEST THEN NORTH
 DJ0683'ALONG A GRAVELED ROAD, AT A RAILROAD CROSSING, 0.2 KM (0.15 MI) SOUTH
 DJ0683'OF A U.S. HIGHWAY 82 OVERPASS OVER THE RAILROAD TRACKS, 7.9 METERS
 DJ0683'(26.0 FT) WEST OF THE WEST RAIL, 5.1 METERS (17.0 FT) EAST OF THE
 DJ0683'CENTER OF A GRAVELED STREET, AND 0.9 METER (3.0 FT) NORTH OF TELEPHONE
 DJ0683'POLE NUMBER 2643.
 DJ0683'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DJ0683'THE MARK IS 0.3 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0090 ***********************************************************************
 BW0090  DESIGNATION -  E 8
 BW0090  PID         -  BW0090
 BW0090  STATE/COUNTY-  MS/LINCOLN
 BW0090  USGS QUAD   -  BROOKHAVEN (1972)
 BW0090
 BW0090                         *CURRENT SURVEY CONTROL
 BW0090  ___________________________________________________________________
 BW0090* NAD 83(1986)-  31 33 45.     (N)    090 26 56.     (W)     SCALED    
 BW0090* NAVD 88     -       137.280  (meters)     450.39   (feet)  ADJUSTED  
 BW0090  ___________________________________________________________________
 BW0090  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW0090  DYNAMIC HT  -         137.112 (meters)     449.84  (feet)  COMP
 BW0090  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 BW0090
 BW0090  VERT ORDER  -  FIRST     CLASS II
 BW0090
 BW0090.The horizontal coordinates were scaled from a topographic map and have
 BW0090.an estimated accuracy of +/- 6 seconds.
 BW0090
 BW0090.The orthometric height was determined by differential leveling
 BW0090.and adjusted in February 1994.
 BW0090.WARNING-Repeat measurements at this control monument indicate possible
 BW0090.vertical movement.
 BW0090
 BW0090.The geoid height was determined by GEOID03.
 BW0090
 BW0090.The dynamic height is computed by dividing the NAVD 88
 BW0090.geopotential number by the normal gravity value computed on the
 BW0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0090.degrees latitude (g = 980.6199 gals.).
 BW0090
 BW0090.The modeled gravity was interpolated from observed gravity values.
 BW0090
 BW0090;                    North         East    Units  Estimated Accuracy
 BW0090;SPC MS W     -   228,650.      689,030.      MT  (+/- 180 meters Scaled)
 BW0090
 BW0090                          SUPERSEDED SURVEY CONTROL
 BW0090
 BW0090  NAVD 88 (06/15/91)  137.304  (m)          450.47   (f) UNKNOWN     1 2
 BW0090  NGVD 29 (??/??/??)  137.299  (m)          450.46   (f) ADJUSTED    1 2
 BW0090
 BW0090.Superseded values are not recommended for survey control.
 BW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0090.See file dsdata.txt to determine how the superseded data were derived.
 BW0090
 BW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ421947(NAD 83)
 BW0090_MARKER: DB = BENCH MARK DISK
 BW0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW0090_SP_SET: HEADWALL
 BW0090_STAMPING: E 8 1934 450.563
 BW0090_MARK LOGO: CGS   
 BW0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0090+STABILITY: SURFACE MOTION
 BW0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0090+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0090
 BW0090  HISTORY     - Date     Condition        Report By
 BW0090  HISTORY     - 1934     MONUMENTED       CGS
 BW0090  HISTORY     - 1969     GOOD             NGS
 BW0090  HISTORY     - 1975     GOOD             NGS
 BW0090  HISTORY     - 19920720 GOOD             NGS
 BW0090
 BW0090                          STATION DESCRIPTION
 BW0090
 BW0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0090'1.2 MI S FROM BROOKHAVEN.
 BW0090'ABOUT 1.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0090'STATION AT BROOKHAVEN, 0.9 MILE NORTH OF A WOODEN OVERPASS, 0.25 MILE
 BW0090'SOUTH OF MILEPOST 784, MIDWAY BETWEEN THE 8TH AND 9TH TELEPHONE POLE
 BW0090'SOUTH OF THE MILEPOST, SET ON THE TOP OF THE SOUTH END OF THE EAST
 BW0090'HEAD WALL FOR A 5-FOOT CAST IRON PIPE CULVERT UNDER THE TRACK, 16 FEET
 BW0090'EAST OF THE EAST RAIL OF THE EAST TRACK AND 8 FEET BELOW THE LEVEL OF
 BW0090'THE TRACK.  1/4, SEC 24, T 7N, R 7E.
 BW0090
 BW0090                          STATION RECOVERY (1975)
 BW0090
 BW0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BW0090'RECOVERED IN GOOD CONDITION.
 BW0090
 BW0090                          STATION RECOVERY (1992)
 BW0090
 BW0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0090'2.0 KM (1.25 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0090'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0090'IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 BW0090'SOUTHEAST CONCRETE HEADWALL OF A PIPE CULVERT, 4.9 M (16.1 FT)
 BW0090'SOUTHEAST OF THE NEAR RAIL, AND 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 BW0090'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0143 ***********************************************************************
 EG0143  DESIGNATION -  E 8 60 USE
 EG0143  PID         -  EG0143
 EG0143  STATE/COUNTY-  MS/TISHOMINGO
 EG0143  USGS QUAD   -  PADEN SE (1992)
 EG0143
 EG0143                         *CURRENT SURVEY CONTROL
 EG0143  ___________________________________________________________________
 EG0143* NAD 83(1986)-  34 31 34.     (N)    088 19 19.     (W)     SCALED    
 EG0143* NAVD 88     -       110.616  (meters)     362.91   (feet)  ADJUSTED  
 EG0143  ___________________________________________________________________
 EG0143  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG0143  DYNAMIC HT  -         110.508 (meters)     362.56  (feet)  COMP
 EG0143  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 EG0143
 EG0143  VERT ORDER  -  SECOND    CLASS 0
 EG0143
 EG0143.The horizontal coordinates were scaled from a topographic map and have
 EG0143.an estimated accuracy of +/- 6 seconds.
 EG0143
 EG0143.The orthometric height was determined by differential leveling
 EG0143.and adjusted in June 1991.
 EG0143
 EG0143.The geoid height was determined by GEOID03.
 EG0143
 EG0143.The dynamic height is computed by dividing the NAVD 88
 EG0143.geopotential number by the normal gravity value computed on the
 EG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0143.degrees latitude (g = 980.6199 gals.).
 EG0143
 EG0143.The modeled gravity was interpolated from observed gravity values.
 EG0143
 EG0143;                    North         East    Units  Estimated Accuracy
 EG0143;SPC MS E     -   557,420.      346,950.      MT  (+/- 180 meters Scaled)
 EG0143
 EG0143                          SUPERSEDED SURVEY CONTROL
 EG0143
 EG0143  NGVD 29 (??/??/92)  110.579  (m)          362.79   (f) ADJ UNCH    2 0
 EG0143
 EG0143.Superseded values are not recommended for survey control.
 EG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0143.See file dsdata.txt to determine how the superseded data were derived.
 EG0143
 EG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD786212(NAD 83)
 EG0143_MARKER: DD = SURVEY DISK
 EG0143_SETTING: 66 = SET IN ROCK OUTCROP
 EG0143_SP_SET: SET IN ROCK OUTCROP
 EG0143_STAMPING: E 8-60
 EG0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG0143+STABILITY: POSITION/ELEVATION WELL
 EG0143
 EG0143  HISTORY     - Date     Condition        Report By
 EG0143  HISTORY     - UNK      MONUMENTED       DOD
 EG0143  HISTORY     - 1962     GOOD             MSHD
 EG0143  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0143
 EG0143                          STATION DESCRIPTION
 EG0143
 EG0143'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0143'6.2 MI W FROM DENNIS.
 EG0143'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 4 AT THE VILLAGE
 EG0143'OF DENNIS, GO WEST ON HIGHWAY 4 FOR 6.1 MILES TO A GRAVEL ROAD ON THE
 EG0143'LEFT, TURN LEFT, SOUTHWEST, AND GO 0.25 MILE TO A STEEL BRIDGE ON THE
 EG0143'RIGHT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN
 EG0143'A DRILLED HOLE IN THE TOP OF A LARGE ROCK OUTCROP.  IT IS 55 FEET EAST
 EG0143'OF THE EAST CORNER OF THE BRIDGE, 54 FEET NORTHEAST OF THE CENTER OF
 EG0143'THE ROAD, 2 FEET SOUTH OF THE NORTH EDGE OF THE OUTCROPPING ROCK AND 2
 EG0143'FEET EAST OF THE WEST EDGE.
 EG0143
 EG0143                          STATION RECOVERY (1979)
 EG0143
 EG0143'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0555 ***********************************************************************
 BH0555  DESIGNATION -  E 81
 BH0555  PID         -  BH0555
 BH0555  STATE/COUNTY-  MS/HARRISON
 BH0555  USGS QUAD   -  WHITE PLAINS (1982)
 BH0555
 BH0555                         *CURRENT SURVEY CONTROL
 BH0555  ___________________________________________________________________
 BH0555* NAD 83(1986)-  30 31 12.     (N)    088 54 46.     (W)     SCALED    
 BH0555* NAVD 88     -        10.685  (meters)      35.06   (feet)  ADJUSTED  
 BH0555  ___________________________________________________________________
 BH0555  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0555  DYNAMIC HT  -          10.671 (meters)      35.01  (feet)  COMP
 BH0555  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 BH0555
 BH0555  VERT ORDER  -  SECOND    CLASS 0
 BH0555
 BH0555.The horizontal coordinates were scaled from a topographic map and have
 BH0555.an estimated accuracy of +/- 6 seconds.
 BH0555
 BH0555.The orthometric height was determined by differential leveling
 BH0555.and adjusted in May 1996.
 BH0555
 BH0555.The geoid height was determined by GEOID03.
 BH0555
 BH0555.The dynamic height is computed by dividing the NAVD 88
 BH0555.geopotential number by the normal gravity value computed on the
 BH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0555.degrees latitude (g = 980.6199 gals.).
 BH0555
 BH0555.The modeled gravity was interpolated from observed gravity values.
 BH0555
 BH0555;                    North         East    Units  Estimated Accuracy
 BH0555;SPC MS E     -   113,070.      292,380.      MT  (+/- 180 meters Scaled)
 BH0555
 BH0555                          SUPERSEDED SURVEY CONTROL
 BH0555
 BH0555  NGVD 29 (??/??/??)   10.741  (m)           35.24   (f) ADJUSTED    2 0
 BH0555
 BH0555.Superseded values are not recommended for survey control.
 BH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0555.See file dsdata.txt to determine how the superseded data were derived.
 BH0555
 BH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU164779(NAD 83)
 BH0555_MARKER: DB = BENCH MARK DISK
 BH0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0555_SP_SET: CONCRETE POST
 BH0555_STAMPING: E 81 1935
 BH0555_MARK LOGO: CGS   
 BH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0555+STABILITY: SURFACE MOTION
 BH0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0555+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1986
 BH0555
 BH0555  HISTORY     - Date     Condition        Report By
 BH0555  HISTORY     - 1935     MONUMENTED       CGS
 BH0555  HISTORY     - 1972     GOOD             MSHD
 BH0555  HISTORY     - 19860312 GOOD             MSHD
 BH0555
 BH0555                          STATION DESCRIPTION
 BH0555
 BH0555'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0555'8.4 MI NNW FROM BILOXI.
 BH0555'THE MARK IS LOCATED 8.4 MILES NORTH-NORTHWEST OF BILOXI ON THE
 BH0555'NORTHEAST ROW OF STATE HIGHWAY 15, 0.75 MILES NORTH OF 150 FEET WOODEN
 BH0555'BRIDGE OVER TUXACHANIE CREEK IN THE SOUTHWEST 1/4 OF SECTION 17, T 6S,
 BH0555'R 9W.  IT IS 35 FEET NORTHEAST OF THE CENTER OF HIGHWAY 15, 7 FEET
 BH0555'NORTHEAST OF A TELEPHONE CABLE, 195 FEET SOUTHEAST OF POLE NO 55, 141
 BH0555'FEET SOUTHEAST OF THE JUNCTION OF A FIRE LANE, 669 FEET NORTHWEST OF
 BH0555'U.S. FOREST SERVICE SIGN AT THE SOUTH ENTRANCE TO DESOTO NATIONAL
 BH0555'FOREST, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 BH0555'12 INCH CONCRETE CYLINDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 BH0555'PROJECTS 1 INCH.  TO REACH FROM THE BRIDGE OVER I 10 ABOUT 4 MILES
 BH0555'NORTH OF BILOXI GO NORTH ON STATE HIGHWAY 67 AND 15 FOR 1.5 MILES TO
 BH0555'THE JUNCTION OF STATE HIGHWAY 15.  TURN RIGHT AND GO NORTH ON STATE
 BH0555'HIGHWAY 15 FOR 1.8 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON STATE
 BH0555'HIGHWAY 15 (GRAVELED ROAD) FOR 1.9 MILES TO THE MARK ON THE RIGHT.
 BH0555
 BH0555                          STATION RECOVERY (1986)
 BH0555
 BH0555'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH0555'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BH0555'MARK IS LOCATED 9.66 KM (6.00 MI)  NORTH OF DIBERVILLE ON THE EAST
 BH0555'SIDE OF OLD HIGHWAY 15, 14.16 KM (8.80 MI) NORTH OF BILOXI IN SECTION
 BH0555'17, T6S, R9W.  TO REACH FROM THE I-10 AND I-110 INTERCHANGE BRIDGE IN
 BH0555'DIBERVILLE, GO NORTHWEST ON STATE HIGHWAYS 15 AND 67 FOR 2.41 KM
 BH0555'(1.50 MI) TO THE JUNCTION OF STATE HIGHWAY 15, TURN RIGHT AND GO NORTH
 BH0555'ON HIGHWAY 15 FOR 4.83 KM (3.00 MI) TO A SIDE ROAD RIGHT, TURN RIGHT
 BH0555'AND GO NORTH ON A PAVED ROAD FOR 1.21 KM (0.75 MI) TO A SIDE ROAD
 BH0555'RIGHT, CONTINUE NORTH ON A GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO THE
 BH0555'MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 BH0555'CONCRETE POST PROJECTING 0.03 M (0.1 FT) .  IT IS 10.67 M (35.0 FT)
 BH0555'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 0.3 M (1.0 FT) NORTHEAST OF
 BH0555'A METAL WITNESS POST AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 BH0555'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0444 ***********************************************************************
 BH0444  DESIGNATION -  E 82
 BH0444  PID         -  BH0444
 BH0444  STATE/COUNTY-  MS/GEORGE
 BH0444  USGS QUAD   -  BASIN (1982)
 BH0444
 BH0444                         *CURRENT SURVEY CONTROL
 BH0444  ___________________________________________________________________
 BH0444* NAD 83(1986)-  30 50 18.     (N)    088 43 15.     (W)     SCALED    
 BH0444* NAVD 88     -        10.67   (+/-2cm)      35.0    (feet)  VERTCON   
 BH0444  ___________________________________________________________________
 BH0444  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0444
 BH0444.The horizontal coordinates were scaled from a topographic map and have
 BH0444.an estimated accuracy of +/- 6 seconds.
 BH0444
 BH0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0444.The vertical order pertains to the NGVD 29 superseded value.
 BH0444
 BH0444.The geoid height was determined by GEOID03.
 BH0444
 BH0444;                    North         East    Units  Estimated Accuracy
 BH0444;SPC MS E     -   148,360.      310,760.      MT  (+/- 180 meters Scaled)
 BH0444
 BH0444                          SUPERSEDED SURVEY CONTROL
 BH0444
 BH0444  NGVD 29 (??/??/??)   10.667  (m)           35.00   (f) ADJUSTED    2 0
 BH0444
 BH0444.Superseded values are not recommended for survey control.
 BH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0444.See file dsdata.txt to determine how the superseded data were derived.
 BH0444
 BH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV354129(NAD 83)
 BH0444_MARKER: DB = BENCH MARK DISK
 BH0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0444_SP_SET: CULVERT
 BH0444_STAMPING: E 82 1935
 BH0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0444
 BH0444  HISTORY     - Date     Condition        Report By
 BH0444  HISTORY     - 1935     MONUMENTED       CGS
 BH0444  HISTORY     - 1971     GOOD             MSHD
 BH0444
 BH0444                          STATION DESCRIPTION
 BH0444
 BH0444'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0444'10.1 MI SW FROM LUCEDALE.
 BH0444'THE MARK IS LOCATED 10.1 MILES SOUTHWEST OF LUCEDALE IN THE CENTER OF
 BH0444'THE NORTH HEADWALL OF A CONCRETE BOX CULVERT UNDER A COUNTY ROAD
 BH0444'LEADING TO THE PASCAGOULA RIVER.  IT IS 12 FEET NORTH OF THE CENTER OF
 BH0444'A GRAVEL ROAD, 4 FEET EAST OF A METAL WITNESS POST.  IT IS SET IN A
 BH0444'DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL OF A 4 X 2 FOOT BOX
 BH0444'CULVERT AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  TO REACH THE
 BH0444'MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98
 BH0444'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26.  TURN LEFT AND
 BH0444'CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 8.1 MILES TO A SIDE ROAD LEFT.
 BH0444'TURN LEFT AND CONTINUE SOUTH ON A BLACK TOP ROAD FOR 2.1 MILES TO A
 BH0444'CROSSROAD.  TURN RIGHT AND CONTINUE WEST ON A GRAVEL ROAD FOR 2.1
 BH0444'MILES TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0170 ***********************************************************************
 BW0170  DESIGNATION -  E 9
 BW0170  PID         -  BW0170
 BW0170  STATE/COUNTY-  MS/COPIAH
 BW0170  USGS QUAD   -  GALLMAN (1963)
 BW0170
 BW0170                         *CURRENT SURVEY CONTROL
 BW0170  ___________________________________________________________________
 BW0170* NAD 83(1986)-  31 56 40.     (N)    090 22 54.     (W)     SCALED    
 BW0170* NAVD 88     -       148.323  (meters)     486.62   (feet)  ADJUSTED  
 BW0170  ___________________________________________________________________
 BW0170  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW0170  DYNAMIC HT  -         148.146 (meters)     486.04  (feet)  COMP
 BW0170  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BW0170
 BW0170  VERT ORDER  -  FIRST     CLASS I
 BW0170
 BW0170.The horizontal coordinates were scaled from a topographic map and have
 BW0170.an estimated accuracy of +/- 6 seconds.
 BW0170
 BW0170.The orthometric height was determined by differential leveling
 BW0170.and adjusted in February 1994.
 BW0170
 BW0170.The geoid height was determined by GEOID03.
 BW0170
 BW0170.The dynamic height is computed by dividing the NAVD 88
 BW0170.geopotential number by the normal gravity value computed on the
 BW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0170.degrees latitude (g = 980.6199 gals.).
 BW0170
 BW0170.The modeled gravity was interpolated from observed gravity values.
 BW0170
 BW0170;                    North         East    Units  Estimated Accuracy
 BW0170;SPC MS W     -   270,990.      695,430.      MT  (+/- 180 meters Scaled)
 BW0170
 BW0170                          SUPERSEDED SURVEY CONTROL
 BW0170
 BW0170  NAVD 88 (06/15/91)  148.334  (m)          486.66   (f) UNKNOWN     1 1
 BW0170  NGVD 29 (??/??/??)  148.334  (m)          486.66   (f) ADJUSTED    1 1
 BW0170
 BW0170.Superseded values are not recommended for survey control.
 BW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0170.See file dsdata.txt to determine how the superseded data were derived.
 BW0170
 BW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR475372(NAD 83)
 BW0170_MARKER: DB = BENCH MARK DISK
 BW0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0170_SP_SET: CONCRETE POST
 BW0170_STAMPING: E 9 1934 486.751
 BW0170_MARK LOGO: CGS   
 BW0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0170+STABILITY: SURFACE MOTION
 BW0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0170+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0170
 BW0170  HISTORY     - Date     Condition        Report By
 BW0170  HISTORY     - 1934     MONUMENTED       CGS
 BW0170  HISTORY     - 1969     GOOD             NGS
 BW0170  HISTORY     - 19920720 GOOD             NGS
 BW0170
 BW0170                          STATION DESCRIPTION
 BW0170
 BW0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0170'3.25 MI S FROM CRYSTAL SPRINGS.
 BW0170'ABOUT 3.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0170'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, 0.95 MILE NORTH OF A
 BW0170'BLACK TOPPED ROAD CROSSING AT GALLMAN, 0.4 MILE NORTH OF MILEPOST 757,
 BW0170'AT A GRAVELED ROAD CROSSING, 45 FEET SOUTHWEST OF THE CENTER OF THE
 BW0170'ROAD CROSSING THE WEST TRACK, 23 FEET WEST OF THE WEST RAIL OF THE
 BW0170'WEST TRACK, 26 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 4
 BW0170'FEET SOUTHEAST OF AN IRON POST RAILROAD CROSSING WARNING SIGN, 1 FOOT
 BW0170'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 BW0170'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BW0170'GROUND.  1/4, SEC 11, T 1N, R 2W.
 BW0170
 BW0170                          STATION RECOVERY (1992)
 BW0170
 BW0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0170'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0170'HAZELHURST, THENCE 9.6 KM (5.95 MI) NORTHERLY ALONG THE ILLINOIS
 BW0170'CENTRAL RAILROAD, 11.2 M (36.7 FT) NORTHWEST OF AND LEVEL WITH THE
 BW0170'NEAR RAIL, 7.2 M (23.6 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 4.0 M
 BW0170'(13.1 FT) SOUTHWEST OF A RAILROAD CROSSING SIGN, 0.4 M (1.3 FT) NORTH
 BW0170'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE
 BW0170'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7171 ***********************************************************************
 AI7171  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7171  DESIGNATION -  E COMPLEX
 AI7171  PID         -  AI7171
 AI7171  STATE/COUNTY-  MS/HANCOCK
 AI7171  USGS QUAD   -  LOGTOWN (1993)
 AI7171
 AI7171                         *CURRENT SURVEY CONTROL
 AI7171  ___________________________________________________________________
 AI7171* NAD 83(2007)-  30 21 35.58403(N)    089 36 12.73744(W)     ADJUSTED  
 AI7171* NAVD 88     -         7.31   (meters)      24.0    (feet)  GPS OBS   
 AI7171  ___________________________________________________________________
 AI7171  EPOCH DATE  -        2002.00
 AI7171  X           -      38,113.925 (meters)                     COMP
 AI7171  Y           -  -5,508,051.644 (meters)                     COMP
 AI7171  Z           -   3,204,851.030 (meters)                     COMP
 AI7171  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AI7171  ELLIP HEIGHT-         -19.898 (meters)          (02/10/07) ADJUSTED
 AI7171  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AI7171
 AI7171  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7171  Type    PID    Designation                      North   East  Ellip
 AI7171  -------------------------------------------------------------------
 AI7171  NETWORK AI7171 E COMPLEX                         0.22   0.16   0.43
 AI7171  -------------------------------------------------------------------
 AI7171
 AI7171.The horizontal coordinates were established by GPS observations
 AI7171.and adjusted by the National Geodetic Survey in February 2007.
 AI7171
 AI7171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7171.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7171.The horizontal coordinates are valid at the epoch date displayed above.
 AI7171.The epoch date for horizontal control is a decimal equivalence
 AI7171.of Year/Month/Day.
 AI7171
 AI7171.The orthometric height was determined by GPS observations and a
 AI7171.high-resolution geoid model.
 AI7171.The orthometric height was determined by GPS observations and a
 AI7171.high-resolution geoid model using precise GPS observation and
 AI7171.processing techniques.
 AI7171
 AI7171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7171
 AI7171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7171
 AI7171.The ellipsoidal height was determined by GPS observations
 AI7171.and is referenced to NAD 83.
 AI7171
 AI7171.The geoid height was determined by GEOID03.
 AI7171
 AI7171;                    North         East     Units Scale Factor Converg.
 AI7171;SPC MS E     -    95,566.062   225,958.007   MT  1.00001761   -0 23 21.5
 AI7171;SPC MS E     -   313,536.32    741,330.56   sFT  1.00001761   -0 23 21.5
 AI7171;UTM  16      - 3,361,539.382   249,763.326   MT  1.00037258   -1 18 59.7
 AI7171
 AI7171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7171!SPC MS E     -   1.00000312  x   1.00001761  =   1.00002073
 AI7171!UTM  16      -   1.00000312  x   1.00037258  =   1.00037571
 AI7171
 AI7171                          SUPERSEDED SURVEY CONTROL
 AI7171
 AI7171  ELLIP H (03/26/02)  -19.883  (m)                       GP(       ) 4 2
 AI7171  NAD 83(1993)-  30 21 35.58407(N)    089 36 12.73777(W) AD(       ) A
 AI7171  ELLIP H (08/18/00)  -19.901  (m)                       GP(       ) 4 1
 AI7171
 AI7171.Superseded values are not recommended for survey control.
 AI7171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7171.See file dsdata.txt to determine how the superseded data were derived.
 AI7171
 AI7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4976361539(NAD 83)
 AI7171_MARKER: I = METAL ROD
 AI7171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7171_STAMPING: E-COMPLEX 2000
 AI7171_MARK LOGO: NGS   
 AI7171_PROJECTION: FLUSH
 AI7171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7171+STABILITY: POSITION/ELEVATION WELL
 AI7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7171+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7171_ROD/PIPE-DEPTH: 19.5 meters
 AI7171_SLEEVE-DEPTH  : 0.90 meters
 AI7171
 AI7171  HISTORY     - Date     Condition        Report By
 AI7171  HISTORY     - 2000     MONUMENTED       NGS
 AI7171
 AI7171                          STATION DESCRIPTION
 AI7171
 AI7171'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7171'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7171'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7171'STENNIS SPACE CENTER, IN GRASS BETWEEN TWO RAILROAD TRACKS, WEST OF
 AI7171'AND ACROSS PROPELLANT BOULEVARD FROM A SPACE CENTER COMPLEX, ABOUT ON
 AI7171'THE EXTENDED CENTER OF THE ENTRANCE ROAD TO THE COMPLEX, AND
 AI7171'SURROUNDED BY 4, 1 M (3.3 FT) TALL STEEL POSTS.  OWNERSHIP--JOHN C.
 AI7171'STENNIS SPACE CENTER.  CONTACT MR.  RICHARD B.  SELLERS, COMMERCIAL
 AI7171'REMOTE SENSING PROGRAM, LOCKHEED MARTIN STENNIS OPERATIONS BUILDING
 AI7171'1210, STENNIS SPACE CENTER, MS 39529 FOR PERMISSION TO OCCUPY THIS
 AI7171'STATION AND TO OBTAIN THE REQUIRED BADGES.  PHONE 228-688-1969.  TO
 AI7171'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AI7171'STATE HIGHWAY 607 (TRENT LOTT PARKWAY) AT EXIT 2, GO NORTHERLY ON
 AI7171'HIGHWAY 607 FOR 3.38 KM (2.10 MI) TO A GUARD BOOTH.  CONTINUE
 AI7171'NORTHERLY ON HIGHWAY 607 FOR 3.3 KM (2.05 MI) TO A PAVED ROAD RIGHT.
 AI7171'TURN RIGHT, EAST, ON SATURN DRIVE FOR 1.85 KM (1.15 MI) TO A PAVED
 AI7171'ROAD RIGHT.  TURN RIGHT, SOUTH, ON PROPELLANT BOULEVARD FOR 1.82 KM
 AI7171'(1.15 MI) T0 THE STATION ON THE RIGHT.  THE STATION IS A DRILL HOLE
 AI7171'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AI7171'0.90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 AI7171'BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 45.5 M (149.3 FT) EAST
 AI7171'OF THE EAST RAIL OF THE WEST SET OF RAILROAD TRACKS, 24.7 M (81.0 FT)
 AI7171'WEST OF THE WEST RAIL OF THE EAST SET OF TRACKS, 37.9 M (124.3 FT)
 AI7171'WEST OF THE ROAD CENTER, 2.0 M (6.6 FT) NORTH OF THE EXTENDED CENTER
 AI7171'OF THE ENTRANCE ROAD TO THE COMPLEX, 1.75 M (5.74 FT) SOUTHEAST OF
 AI7171'SURVEY MARK 537A-JOWS, AND 0.8 M (2.6 FT) EAST OF A FIBERGLASS WITNESS
 AI7171'POST.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 19.5 M.
 AI7171'(64.0 FT) NOTE--THE DRILL HOLE IS APPROXIMATELY 1 MM IN DIAMETER AND 2
 AI7171'MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1813 ***********************************************************************
 DK1813  DESIGNATION -  EAGLE
 DK1813  PID         -  DK1813
 DK1813  STATE/COUNTY-  MS/HUMPHREYS
 DK1813  USGS QUAD   -  MARCELLA (1982)
 DK1813
 DK1813                         *CURRENT SURVEY CONTROL
 DK1813  ___________________________________________________________________
 DK1813* NAD 83(1993)-  33 09 16.22946(N)    090 20 26.86508(W)     ADJUSTED  
 DK1813* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 DK1813  ___________________________________________________________________
 DK1813  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DK1813  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DK1813  HORZ ORDER  -  FIRST
 DK1813
 DK1813.The horizontal coordinates were established by classical geodetic methods
 DK1813.and adjusted by the National Geodetic Survey in May 1994.
 DK1813
 DK1813.The orthometric height was scaled from a topographic map.
 DK1813
 DK1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1813
 DK1813.The geoid height was determined by GEOID03.
 DK1813
 DK1813;                    North         East     Units Scale Factor Converg.
 DK1813;SPC MS W     -   405,174.391   699,303.856   MT  0.99995001   -0 00 14.7
 DK1813;SPC MS W     - 1,329,309.65  2,294,299.40   sFT  0.99995001   -0 00 14.7
 DK1813;UTM  15      - 3,671,564.937   748,013.945   MT  1.00035847   +1 27 18.2
 DK1813
 DK1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1813!SPC MS W     -   0.99999888  x   0.99995001  =   0.99994889
 DK1813!UTM  15      -   0.99999888  x   1.00035847  =   1.00035735
 DK1813
 DK1813:                Primary Azimuth Mark                     Grid Az
 DK1813:SPC MS W     -  TCHULA MUNICIPAL TANK                    071 59 30.1
 DK1813:UTM  15      -  TCHULA MUNICIPAL TANK                    070 31 57.2
 DK1813
 DK1813|---------------------------------------------------------------------|
 DK1813| PID    Reference Object                     Distance      Geod. Az  |
 DK1813|                                                           dddmmss.s |
 DK1813| DK1806 TCHULA MUNICIPAL TANK               APPROX.11.5 KM 0715915.4 |
 DK1813| DK1807 TCHULA                              APPROX.15.8 KM 0720756.7 |
 DK1813| CY5982 EAGLE RM 1                           36.195 METERS 08824     |
 DK1813| CY5981 EAGLE AZ MK                                        1355035.5 |
 DK1813| CY5984 EAGLE RM 3                           30.954 METERS 17655     |
 DK1813| CY5983 EAGLE RM 2                           30.948 METERS 17655     |
 DK1813|---------------------------------------------------------------------|
 DK1813
 DK1813                          SUPERSEDED SURVEY CONTROL
 DK1813
 DK1813  NAD 83(1986)-  33 09 16.24124(N)    090 20 26.86094(W) AD(       ) 1
 DK1813  NAD 27      -  33 09 15.78900(N)    090 20 26.54330(W) AD(       ) 1
 DK1813
 DK1813.Superseded values are not recommended for survey control.
 DK1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1813.See file dsdata.txt to determine how the superseded data were derived.
 DK1813
 DK1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4801471565(NAD 83)
 DK1813_MARKER: DS = TRIANGULATION STATION DISK
 DK1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1813
 DK1813  HISTORY     - Date     Condition        Report By
 DK1813  HISTORY     - 1957     MONUMENTED       CGS
 DK1813  HISTORY     - 1960     GOOD             MSHD
 DK1813  HISTORY     - 1973     GOOD             NGS
 DK1813
 DK1813                          STATION DESCRIPTION
 DK1813
 DK1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1813'THE STATION IS LOCATED ABOUT 9 MILES EAST OF BELZONI, ABOUT
 DK1813'7-1/2 MILES WEST OF TCHULA AND ABOUT 5 MILES NORTHWEST OF
 DK1813'MILESTON.  IT IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 12
 DK1813'ON PROPERTY OWNED BY VIRGINIA JONES.  IT IS 146 FEET NORTH OF
 DK1813'THE CENTER OF THE INTERSECTION OF HIGHWAY 12 AND A GRAVELED
 DK1813'ROAD, 40 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED
 DK1813'ROAD, 39 FEET EAST, OF A 14 INCH OAK TREE AND 6 FEET SOUTHEAST
 DK1813'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 DK1813'AND THE DISK IS STAMPED EAGLE 1957.
 DK1813'
 DK1813'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 E
 DK1813'AND STATE HIGHWAY 12, ABOUT 1-1/4 MILES WEST OF MILESTON, GO
 DK1813'NORTHWEST ON HIGHWAY 12 FOR 3.6 MILES TO THE AZIMUTH MARK ON
 DK1813'THE RIGHT.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.55 MILE TO A
 DK1813'GRAVELED ROAD RIGHT AND THE STATION ON THE RIGHT.
 DK1813'
 DK1813'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A 16 INCH TREE AND 18
 DK1813'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MARK
 DK1813'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EAGLE NO 1
 DK1813'1957.
 DK1813'
 DK1813'REFERENCE MARK 2 IS 75 FEET NORTHEAST OF THE CENTERLINE
 DK1813'OF HIGHWAY 12 AND 55 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DK1813'GRAVELED ROAD.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 DK1813'IS STAMPED EAGLE NO 2 1957.
 DK1813'
 DK1813'THE AZIMUTH MARK IS 73 FEET NORTHEAST OF THE CENTERLINE OF
 DK1813'HIGHWAY 12, 43 FEET WEST OF THE WEST CORNER OF A FRAME HOUSE
 DK1813'AND 1 FOOT WEST OF A WHITE WITNESS POST AND POWER LINE POLE.
 DK1813'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EAGLE
 DK1813'1957.
 DK1813'
 DK1813'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1813
 DK1813                          STATION RECOVERY (1960)
 DK1813
 DK1813'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1813'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DK1813'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DK1813'
 DK1813'THIS STATION WAS NOT OCCUPIED.
 DK1813
 DK1813                          STATION RECOVERY (1973)
 DK1813
 DK1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 DK1813'THE STATION WAS VISITED 6-20-73 AND THE STATION MARK, REFERENCE
 DK1813'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DK1813'REFERENCE MARK NO. 2 WAS FOUND WITH THE DISK MISSING.  A NEW
 DK1813'DISK WAS SET IN A DRILL HOLE IN THE CONCRETE MONUMENT AND USED
 DK1813'AS REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS OBSTRUCTED FROM
 DK1813'THE STATION BY TREES.  A NEW DESCRIPTION FOLLOWS--
 DK1813'
 DK1813'THE STATION IS LOCATED 5.2 MILES NNW OF THORTON, 7.3 MILES WSW
 DK1813'OF TCHULA, 8.5 MILES EAST OF BELZONIA, IN THE NE 1/4 OF THE
 DK1813'NW 1/4 OF SEC. 18, T15N, R1W AND 0.7 MILE WEST OF THE
 DK1813'HOLMES-HUMPHRIES COUNTY LINE, ON PROPERTY OWNED BY MR. JONES, IN
 DK1813'THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 12
 DK1813'AND A PRIVATE ROAD LEADING EAST.  IT IS 145 FEET NORTHEAST OF
 DK1813'THE CENTER OF STATE HIGHWAY 12, 46 FEET NORTHWEST OF THE
 DK1813'CENTER OF A PRIVATE ROAD, 73 FEET NORTHEAST OF A POWER POLE
 DK1813'WITH A GUY WIRE, 39 FEET EAST OF A 24-INCH OAK TREE, 16 FEET
 DK1813'WEST OF A 10-INCH OAK TREE, 8 FEET EAST OF THE CENTER OF A
 DK1813'TRACK ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 DK1813'IS A TRIANGULATION STATION DISK STAMPED EAGLE 1957, FLUSH
 DK1813'WITH THE GROUND.
 DK1813'
 DK1813'REFERENCE MARK NO. 1 IS 118.76 FEET EAST OF THE STATION,
 DK1813'232 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 12, 18
 DK1813'FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD, 148 FEET WEST
 DK1813'OF A POWER POLE, 61 FEET SOUTHWEST OF A 36-INCH MULBERRY TREE,
 DK1813'35 FEET SOUTHEAST OF A 15-INCH ELM TREE, AND 1 FOOT SOUTHWEST
 DK1813'OF A METAL WITNESS POST.  IT IS REFERENCE MARK DISK STAMPED
 DK1813'EAGLE NO 1 1957, PROJECTS 2 INCHES.
 DK1813'
 DK1813'REFERENCE MARK NO. 3 OS 101.56 FEET SOUTH OF THE STATION.
 DK1813'IT IS 78 FEET NORTHEAST OF THE CENTER OF STAT HIGHWAY 12, 54 FEET
 DK1813'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 78 FEET FEET SOUTHEAST
 DK1813'OF A POWER POLE WITH GUY WIRES, AND 1 FOOT SOUTHWEST OF A METAL
 DK1813'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED EAGLE 1957
 DK1813'NO 3 1973, FLUSH WITH THE GROUND.
 DK1813'
 DK1813'THE AZIMUTH MARK IS 0.55 MILE SOUTHEAST OF THE STATION.  IT
 DK1813'IS 73 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 12, 14
 DK1813'FEET EAST OF THE PROJECTED CENTER OF A FIELD ROAD, 42.5 FEET
 DK1813'WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 1.5 FEET
 DK1813'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES
 DK1813'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 DK1813'MARK DISK STAMPED EAGLE 1957, FLUSH WITH THE GROUND.
 DK1813'
 DK1813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12
 DK1813'AND U.S. HIGHWAY 49W AT THE SOUTH EDGE OF BELZONI, GO EAST
 DK1813'ON STATE HIGHWAY 12 FOR 7.55 MILES TO A SIDE ROAD RIGHT AT A
 DK1813'CURVE IN THE HIGHWAY, CONTINUE EAST ON STATE HIGHWAY 12 FOR 2.8
 DK1813'MILES TO A PRIVATE ROAD AND THE STATION ON THE LEFT.  CONTINUE
 DK1813'SOUTHEAST FOR 0.55 MILE TO THE FRAME HOUSE AND THE AND THE
 DK1813'AZIMUTH MARK ON THE LEFT.
 DK1813'
 DK1813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES
 DK1813'NW OF THORTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0932 ***********************************************************************
 BH0932  DESIGNATION -  EAST
 BH0932  PID         -  BH0932
 BH0932  STATE/COUNTY-  MS/HARRISON
 BH0932  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0932
 BH0932                         *CURRENT SURVEY CONTROL
 BH0932  ___________________________________________________________________
 BH0932* NAD 83(1993)-  30 19 00.92557(N)    089 17 41.40113(W)     ADJUSTED  
 BH0932* NAVD 88     -         5.316  (meters)      17.44   (feet)  ADJUSTED  
 BH0932  ___________________________________________________________________
 BH0932  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 BH0932  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BH0932  DYNAMIC HT  -           5.309 (meters)      17.42  (feet)  COMP
 BH0932  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 BH0932
 BH0932  HORZ ORDER  -  THIRD
 BH0932  VERT ORDER  -  FIRST     CLASS I
 BH0932
 BH0932.The horizontal coordinates were established by classical geodetic methods
 BH0932.and adjusted by the National Geodetic Survey in May 1994.
 BH0932
 BH0932.The orthometric height was determined by differential leveling
 BH0932.and adjusted in June 1991.
 BH0932
 BH0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0932
 BH0932.The geoid height was determined by GEOID03.
 BH0932
 BH0932.The dynamic height is computed by dividing the NAVD 88
 BH0932.geopotential number by the normal gravity value computed on the
 BH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0932.degrees latitude (g = 980.6199 gals.).
 BH0932
 BH0932.The modeled gravity was interpolated from observed gravity values.
 BH0932
 BH0932;                    North         East     Units Scale Factor Converg.
 BH0932;SPC MS E     -    90,642.448   255,615.702   MT  0.99997429   -0 13 58.7
 BH0932;SPC MS E     -   297,382.76    838,632.52   sFT  0.99997429   -0 13 58.7
 BH0932;SPC LA S     -   203,140.373 1,196,037.350   MT  0.99994090   +1 01 09.4
 BH0932;SPC LA S     -   666,469.71  3,923,999.21   sFT  0.99994090   +1 01 09.4
 BH0932;UTM  16      - 3,356,135.236   279,346.118   MT  1.00020070   -1 09 31.9
 BH0932
 BH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0932!SPC MS E     -   1.00000350  x   0.99997429  =   0.99997779
 BH0932!SPC LA S     -   1.00000350  x   0.99994090  =   0.99994440
 BH0932!UTM  16      -   1.00000350  x   1.00020070  =   1.00020420
 BH0932
 BH0932:                Primary Azimuth Mark                     Grid Az
 BH0932:SPC MS E     -  SMITH FIRE TOWER                         011 54 11.4
 BH0932:SPC LA S     -  SMITH FIRE TOWER                         010 39 03.3
 BH0932:UTM  16      -  SMITH FIRE TOWER                         012 49 44.6
 BH0932
 BH0932|---------------------------------------------------------------------|
 BH0932| PID    Reference Object                     Distance      Geod. Az  |
 BH0932|                                                           dddmmss.s |
 BH0932| BH2693 SMITH FIRE TOWER                    APPROX.12.5 KM 0114012.7 |
 BH0932| BH2699 PASS CHRISTIAN INN BY SEA TANK      APPROX. 0.9 KM 1713707.8 |
 BH0932| BH2698 WOLF RIVER DAY BCN 1                APPROX. 2.6 KM 3465007.0 |
 BH0932| BH2700 WOLF RIVER LIGHT 3                  APPROX. 3.4 KM 3505814.2 |
 BH0932| BH2701 WOLF RIVER DAY BCN 5                APPROX. 4.2 KM 3580524.7 |
 BH0932|---------------------------------------------------------------------|
 BH0932
 BH0932                          SUPERSEDED SURVEY CONTROL
 BH0932
 BH0932  NAD 83(1986)-  30 19 00.93930(N)    089 17 41.39375(W) AD(       ) 3
 BH0932  NAD 27      -  30 19 00.23600(N)    089 17 41.22400(W) AD(       ) 3
 BH0932  NGVD 29 (??/??/??)    5.273  (m)           17.30   (f) ADJUSTED    1 1
 BH0932
 BH0932.Superseded values are not recommended for survey control.
 BH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0932.See file dsdata.txt to determine how the superseded data were derived.
 BH0932
 BH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7934656135(NAD 83)
 BH0932_MARKER: DS = TRIANGULATION STATION DISK
 BH0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0932_SP_SET: BRIDGE
 BH0932_STAMPING: EAST 1954
 BH0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0932
 BH0932  HISTORY     - Date     Condition        Report By
 BH0932  HISTORY     - 1954     MONUMENTED       CGS
 BH0932  HISTORY     - 1963     GOOD             CGS
 BH0932  HISTORY     - 1969     GOOD             CGS
 BH0932  HISTORY     - 1969     GOOD             CGS
 BH0932  HISTORY     - 1970     GOOD             NGS
 BH0932  HISTORY     - 1970     GOOD             NGS
 BH0932  HISTORY     - 1970     GOOD             NGS
 BH0932  HISTORY     - 1972     SEE DESCRIPTION  MSHD
 BH0932  HISTORY     - 1974     GOOD             NGS
 BH0932  HISTORY     - 1976     GOOD             NGS
 BH0932  HISTORY     - 19880827 GOOD             USPSQD
 BH0932  HISTORY     - 20050708 GOOD             NGS
 BH0932
 BH0932                          STATION DESCRIPTION
 BH0932
 BH0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRR)
 BH0932'THE STATION IS LOCATED ON THE BAY ST. LOUIS TOLL BRIDGE, 1450 FT. W
 BH0932'OF ITS E END.  THE STATION IS A STANDARD TRIANGULATION
 BH0932'DISK, STAMPED EAST 1954 AND SET FLUSH WITH THE SURFACE OF THE N
 BH0932'SIDEWALK, 1 FT. N OF THE WALKS S EDGE.
 BH0932
 BH0932                          STATION RECOVERY (1963)
 BH0932
 BH0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RRG)
 BH0932'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 BH0932'LOCATED ABOUT 1.65 MILES EAST ALONG U.S. HIGHWAY 90 ACROSS ST. LOUIS
 BH0932'BAY FROM THE WEST END OF THE LARGE U.S. HIGHWAY 90 BRIDGE OVER THE
 BH0932'BAY, ABOUT 470 YARDS WEST OF THE EAST END OF THE BRIDGE, SET ON
 BH0932'THE TOP OF THE NORTH CONCRETE SIDEWALK OF THE BRIDGE, 76-1/2 FEET
 BH0932'WEST OF STREET LIGHT NO. 7, 13 FEET NORTH OF THE CENTER LINE OF
 BH0932'THE WEST BOUND LANE OF THE BRIDGE AND 1 FOOT NORTH OF THE SOUTH EDGE
 BH0932'OF THE SIDEWALK.
 BH0932
 BH0932                          STATION RECOVERY (1969)
 BH0932
 BH0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BH0932'THE STATION WAS FOUND AND IN GOOD CONDITION.  NO REFERENCE MARKS
 BH0932'WERE RECOVERED.
 BH0932'
 BH0932'THE STATION IS LOCATED ALONG THE NORTH SIDEWALK OF THE LONG
 BH0932'U.S. HIGHWAY 90 BRIDGE OVER ST LOUIS BAY, 470 YARDS WEST OF THE EAST
 BH0932'END OF THE BRIDGE, 13 FEET NORTH OF THE CENTER LINE OF THE
 BH0932'WESTBOUND LANE OF THE HIGHWAY, 76.5 FEET WEST OF STREET LIGHT POLE
 BH0932'NO. 7, 1 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK AND 1/2
 BH0932'FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  THE MARK IS
 BH0932'STAMPED EAST 1954.
 BH0932'
 BH0932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0932'1-1/2 MILES EAST OF BAY ST LOUIS.
 BH0932
 BH0932                          STATION RECOVERY (1969)
 BH0932
 BH0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 BH0932'RECOVERED AS DESCRIBED.
 BH0932
 BH0932                          STATION RECOVERY (1970)
 BH0932
 BH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH0932'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BH0932
 BH0932                          STATION RECOVERY (1970)
 BH0932
 BH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH0932'RECOVERED.  THE STATION WAS RECOVERED IN GOOD CONDITION.  THE
 BH0932'DESCRIPTION BY R.R.G. IN 1963 IS ADEQUATE FOR FUTURE RECOVERY.
 BH0932
 BH0932                          STATION RECOVERY (1970)
 BH0932
 BH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH0932'1.65 MI E FROM BAY ST  LOUIS.
 BH0932'ABOUT 1.65 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE
 BH0932'HIGHWAY BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS, 470 YARDS WEST OF
 BH0932'THE EAST END OF THE BRIDGE, 13 FEET NORTH OF THE CENTER LINE OF THE
 BH0932'NORTH LANES OF THE BRIDGE, SET IN THE TOP OF THE NORTH SIDEWALK ON THE
 BH0932'BRIDGE, 76.5 FEET WEST OF THE SEVENTH LIGHT POLE WEST OF THE EAST END
 BH0932'OF THE BRIDGE, 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND
 BH0932'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 BH0932
 BH0932                          STATION RECOVERY (1972)
 BH0932
 BH0932'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH0932'THE STATION WAS VISITED 7-18-72 AND THE MARK WAS FOUND IN GOOD
 BH0932'CONDITION.  (NOTE) A HURRICANE STRUCK THE BRIDGE IN AUGUST OF
 BH0932'1969 DAMAGING THE BRIDGE.  IT IS NOT KNOWN IF THE MARK HAS BEEN
 BH0932'MOVED.
 BH0932'
 BH0932'THE STATION IS LOCATED 1450 FEET WEST OF THE EAST END OF THE
 BH0932'BRIDGE OVER ST. LOUIS BAY AT HENDERSON POINT.  IT IS 28.5 FEET
 BH0932'NORTH OF THE CENTER OF THE BRIDGE, 76 FEET WEST OF THE 6TH STREET
 BH0932'LIGHT FROM THE EAST END OF THE BRIDGE ON THE NORTH SIDE OF THE
 BH0932'BRIDGE SET IN A DRILL HOLE IN THE NORTH WALK, 1 FOOT NORTH OF THE
 BH0932'SOUTH EDGE OF THE WALK AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BH0932'HIGHWAY.
 BH0932'
 BH0932'IT IS A TRIANGULATION DISK, STAMPED EAST 1954.
 BH0932'
 BH0932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0932'0.3 MILES WEST OF HENDERSON POINT.
 BH0932
 BH0932                          STATION RECOVERY (1974)
 BH0932
 BH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0932'RECOVERED IN GOOD CONDITION.
 BH0932
 BH0932                          STATION RECOVERY (1976)
 BH0932
 BH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0932'RECOVERED IN GOOD CONDITION.
 BH0932
 BH0932                          STATION RECOVERY (1988)
 BH0932
 BH0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0932'RECOVERED IN GOOD CONDITION.
 BH0932
 BH0932                          STATION RECOVERY (2005)
 BH0932
 BH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2309 ***********************************************************************
 BW2309  DESIGNATION -  EAST
 BW2309  PID         -  BW2309
 BW2309  STATE/COUNTY-  MS/AMITE
 BW2309  USGS QUAD   -  PEORIA (1972)
 BW2309
 BW2309                         *CURRENT SURVEY CONTROL
 BW2309  ___________________________________________________________________
 BW2309* NAD 83(1993)-  31 11 41.84347(N)    090 38 19.69052(W)     ADJUSTED  
 BW2309* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BW2309  ___________________________________________________________________
 BW2309  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BW2309  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BW2309  HORZ ORDER  -  SECOND
 BW2309
 BW2309.The horizontal coordinates were established by classical geodetic methods
 BW2309.and adjusted by the National Geodetic Survey in May 1994.
 BW2309
 BW2309.The orthometric height was scaled from a topographic map.
 BW2309
 BW2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2309
 BW2309.The geoid height was determined by GEOID03.
 BW2309
 BW2309;                    North         East     Units Scale Factor Converg.
 BW2309;SPC MS W     -   187,930.901   670,887.264   MT  0.99996045   -0 09 29.6
 BW2309;SPC MS W     -   616,569.96  2,201,069.30   sFT  0.99996045   -0 09 29.6
 BW2309;UTM  15      - 3,453,610.343   724,984.024   MT  1.00022439   +1 13 24.6
 BW2309
 BW2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2309!SPC MS W     -   0.99998503  x   0.99996045  =   0.99994548
 BW2309!UTM  15      -   0.99998503  x   1.00022439  =   1.00020942
 BW2309
 BW2309|---------------------------------------------------------------------|
 BW2309| PID    Reference Object                     Distance      Geod. Az  |
 BW2309|                                                           dddmmss.s |
 BW2309| CY3496 EAST RM 1                            26.463 METERS 01412     |
 BW2309| CY3495 EAST AZ MK                                         0803554.6 |
 BW2309| CY3497 EAST RM 2                            25.268 METERS 25415     |
 BW2309| CY3498 EAST RM 3                            25.876 METERS 25949     |
 BW2309|---------------------------------------------------------------------|
 BW2309
 BW2309                          SUPERSEDED SURVEY CONTROL
 BW2309
 BW2309  NAD 83(1986)-  31 11 41.85934(N)    090 38 19.68659(W) AD(       ) 2
 BW2309  NAD 27      -  31 11 41.22700(N)    090 38 19.32400(W) AD(       ) 2
 BW2309
 BW2309.Superseded values are not recommended for survey control.
 BW2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2309.See file dsdata.txt to determine how the superseded data were derived.
 BW2309
 BW2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2498453610(NAD 83)
 BW2309_MARKER: DS = TRIANGULATION STATION DISK
 BW2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2309_STAMPING: EAST 1949
 BW2309_MARK LOGO: CGS   
 BW2309
 BW2309  HISTORY     - Date     Condition        Report By
 BW2309  HISTORY     - 1949     MONUMENTED       CGS
 BW2309  HISTORY     - 1955     GOOD             CGS
 BW2309  HISTORY     - 1969     GOOD             CGS
 BW2309
 BW2309                          STATION DESCRIPTION
 BW2309
 BW2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2309'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 BW2309'24, ABOUT 12 MILES WEST-SOUTHWEST OF MC COMB, 9.8 MILES
 BW2309'EAST-NORTHEAST OF LIBERTY, 46 FEET NORTH OF THE APPROXIMATE
 BW2309'CENTERLINE OF STATE HIGHWAY 24, 42 FEET WEST OF THE APPROXIMATE
 BW2309'CENTERLINE OF MR. W.O. PRAYS DRIVEWAY, 31 FEET SOUTH-SOUTHEAST
 BW2309'OF A STANDARD WITNESS POST AND 22 FEET SOUTHEAST OF A WIRE
 BW2309'FENCE CORNER.
 BW2309'
 BW2309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 BW2309'AND STATE HIGHWAY 24 IN THE SOUTH EDGE OF MC COMB, GO WEST
 BW2309'ON THE LATTER FOR 6.05 MILES TO THE AMITE-PIKE COUNTY LINE,
 BW2309'CONTINUE WEST ON THE HIGHWAY FOR 5 MILES TO THE AZIMUTH MARK
 BW2309'ON THE LEFT, CONTINUE WEST ON THE HIGHWAY FOR 0.45 MILE TO
 BW2309'MR. PRAYS DRIVEWAY ON THE RIGHT AND THE STATION AS DESCRIBED.
 BW2309'
 BW2309'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK
 BW2309'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 BW2309'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED EAST 1949.
 BW2309'
 BW2309'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE APPROXIMATE
 BW2309'CENTERLINE OF A DRIVEWAY AND 1 FOOT WEST OF A WIRE FENCE.
 BW2309'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 BW2309'OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 3
 BW2309'INCHES, AND THE DISK IS STAMPED EAST NO 1 1949.
 BW2309'
 BW2309'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE APPROXIMATE
 BW2309'CENTERLINE OF STATE HIGHWAY 24 AND 9 FEET SOUTH OF A WIRE
 BW2309'FENCE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 BW2309'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK IS
 BW2309'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED EAST NO 2 1949.
 BW2309'
 BW2309'THE AZIMUTH MARK IS 0.45 MILE FROM THE STATION, 48 FEET
 BW2309'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 24,
 BW2309'46 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD,
 BW2309'7 FEET NORTH OF A WIRE FENCE, 5 FEET NORTH OF A STANDARD
 BW2309'WITNESS POST AND 4 FEET WEST OF A 1-FOOT PINE TREE.  THE
 BW2309'MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 BW2309'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES,
 BW2309'AND THE DISK IS STAMPED EAST 1949.
 BW2309'
 BW2309'90 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATIONS
 BW2309'ADAMS, MARS, PIKAMITE AND MYERS.
 BW2309'
 BW2309'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2309
 BW2309                          STATION RECOVERY (1955)
 BW2309
 BW2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2309'THE STATION WAS VISITED 6-8-55 AND ALL MARKS WERE FOUND
 BW2309'IN GOOD CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2309
 BW2309                          STATION RECOVERY (1969)
 BW2309
 BW2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2309'THE STATION WAS VISITED 8-22-69 AND THE STATION, AZIMUTH
 BW2309'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 BW2309'REFERENCE MARK NO. 2 WAS FOUND UPROOTED.  IT WAS STAMPED
 BW2309'NO. 3 AND PLACED IN THE GROUND NEAR ITS ORIGINAL LOCATION
 BW2309'AND USED ASREFERENCE MARK NO. 3.  A NEW DESCRIPTION FOLLOWS--
 BW2309'
 BW2309'THE STATION IS LOCATED ABOUT 10.4 MILES NORTHEAST OF LIBERTY,
 BW2309'11.5 MILES SOUTHWEST OF MC COMB, NEAR THE CENTER OF SECTION
 BW2309'30, T 3 N, R 6 E, 46 FEET NNW OF THE CENTER OF STATE HIGHWAY
 BW2309'24, 43 FEET WSW OF THE CENTER OF A DRIVEWAY LEADING NORTH
 BW2309'TO A HOUSE, 24 FEET WSW OF A FENCE CORNER, 189 FEET SOUTHEAST
 BW2309'OF A POWER POLE WITH A TRANSFORMER, 5.5 FEET SOUTH OF A
 BW2309'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BW2309'TRIANGULATION STATION DISK STAMPED EAST 1949, FLUSH WITH
 BW2309'THE GROUND.
 BW2309'
 BW2309'REFERENCE MARK NO. 1 IS 86.82 NORTH-NORTHEAST OF THE STATION,
 BW2309'123.5 FEET NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY
 BW2309'24, 26 FEET EAST OF THE CENTER OF THE DRIVEWAY, 84 FEET
 BW2309'NORTHWEST OF A FENCE CORNER, 117 FEET SOUTH-SOUTHEAST OF
 BW2309'A POWER POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT
 BW2309'IS A REFERENCE MARK DISK, STAMPED EAST NO 1 1949, PROJECTING
 BW2309'1 INCH.
 BW2309'
 BW2309'REFERENCE MARK NO. 3 IS 84.89 FEET WEST-SOUTHWEST OF THE
 BW2309'STATION, 49 FEET NORTH-NORTHWEST OF THE CENTER OF STATE
 BW2309'HIGHWAY 24, 128 FEET WEST-SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 BW2309'1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT NORTH OF A METAL
 BW2309'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED EAST
 BW2309'1949 NO 3 1969, PROJECTING 4 INCHES.
 BW2309'
 BW2309'THE AZIMUTH MARK IS 0.45 MILE EAST-NORTHEAST OF THE STATION,
 BW2309'50 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 24,
 BW2309'41 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 29 FEET
 BW2309'NORTHEAST OF AN 18-INCH OAK TREE IN A FENCE CORNER, 85 FEET
 BW2309'NORTHEAST OF A UTILITY POLE NO. 151, 4 FEET NORTH OF A
 BW2309'FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT
 BW2309'IS AN AZIMUTH MARK DISK, STAMPED EAST 1949, PROJECTING 2
 BW2309'INCHES.
 BW2309'
 BW2309'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN
 BW2309'LIBERTY, GO EAST ON STATE HIGHWAY 24 FOR 9.4 MILES TO A
 BW2309'CROSSROADS, CONTINUE EAST ON STATE HIGHWAY 24 FOR 1.2 MILES
 BW2309'TO A DRIVEWAY LEFT, NORTH, AND THE STATION ON THE LEFT ON
 BW2309'HIGHWAY RIGHT OF WAY.  CONTINUE EAST FOR 0.45 MILE TO THE
 BW2309'AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 BW2309'CROSSROADS.
 BW2309'
 BW2309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 BW2309'ENE OF LIBERTY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2290 ***********************************************************************
 BH2290  DESIGNATION -  EAST PASCAGOULA
 BH2290  PID         -  BH2290
 BH2290  STATE/COUNTY-  MS/JACKSON
 BH2290  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2290
 BH2290                         *CURRENT SURVEY CONTROL
 BH2290  ___________________________________________________________________
 BH2290* NAD 83(1993)-  30 20 36.06637(N)    088 32 45.92114(W)     ADJUSTED  
 BH2290* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2290  ___________________________________________________________________
 BH2290  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2290  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2290  HORZ ORDER  -  THIRD
 BH2290
 BH2290.The horizontal coordinates were established by classical geodetic methods
 BH2290.and adjusted by the National Geodetic Survey in May 1994.
 BH2290
 BH2290.The orthometric height was scaled from a topographic map.
 BH2290
 BH2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2290
 BH2290.The geoid height was determined by GEOID03.
 BH2290
 BH2290;                    North         East     Units Scale Factor Converg.
 BH2290;SPC MS E     -    93,516.799   327,617.889   MT  0.99995941   +0 08 42.4
 BH2290;SPC MS E     -   306,813.03  1,074,859.69   sFT  0.99995941   +0 08 42.4
 BH2290;UTM  16      - 3,357,845.581   351,390.378   MT  0.99987246   -0 46 52.3
 BH2290
 BH2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2290!SPC MS E     -   1.00000411  x   0.99995941  =   0.99996352
 BH2290!UTM  16      -   1.00000411  x   0.99987246  =   0.99987657
 BH2290
 BH2290:                Primary Azimuth Mark                     Grid Az
 BH2290:SPC MS E     -  EAST PASCAGOULA AZ MK                    212 45 07.9
 BH2290:UTM  16      -  EAST PASCAGOULA AZ MK                    213 40 42.6
 BH2290
 BH2290|---------------------------------------------------------------------|
 BH2290| PID    Reference Object                     Distance      Geod. Az  |
 BH2290|                                                           dddmmss.s |
 BH2290| DD7881 EAST PASCAGOULA AZ MK                              2125350.3 |
 BH2290|---------------------------------------------------------------------|
 BH2290
 BH2290                          SUPERSEDED SURVEY CONTROL
 BH2290
 BH2290  NAD 83(1993)-  30 20 36.07141(N)    088 32 45.92167(W) AD(       ) 3
 BH2290  NAD 83(1986)-  30 20 36.08735(N)    088 32 45.91711(W) AD(       ) 3
 BH2290
 BH2290.Superseded values are not recommended for survey control.
 BH2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2290.See file dsdata.txt to determine how the superseded data were derived.
 BH2290
 BH2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5139057846(NAD 83)
 BH2290
 BH2290  HISTORY     - Date     Condition        Report By
 BH2290  HISTORY     - 1847     MONUMENTED       CGS
 BH2290  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2290
 BH2290                          STATION DESCRIPTION
 BH2290
 BH2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2290'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1938 ***********************************************************************
 DK1938  DESIGNATION -  EASTLAND
 DK1938  PID         -  DK1938
 DK1938  STATE/COUNTY-  MS/SUNFLOWER
 DK1938  USGS QUAD   -  RULEVILLE (1966)
 DK1938
 DK1938                         *CURRENT SURVEY CONTROL
 DK1938  ___________________________________________________________________
 DK1938* NAD 83(1993)-  33 39 02.28590(N)    090 31 21.17865(W)     ADJUSTED  
 DK1938* NAVD 88     -        38.97   (+/-2cm)     127.9    (feet)  VERTCON   
 DK1938  ___________________________________________________________________
 DK1938  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DK1938  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DK1938  HORZ ORDER  -  THIRD
 DK1938  VERT ORDER  -  THIRD ? (See Below)
 DK1938
 DK1938.The horizontal coordinates were established by classical geodetic methods
 DK1938.and adjusted by the National Geodetic Survey in May 1994.
 DK1938
 DK1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1938.The vertical order pertains to the NGVD 29 superseded value.
 DK1938
 DK1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1938
 DK1938.The geoid height was determined by GEOID03.
 DK1938
 DK1938;                    North         East     Units Scale Factor Converg.
 DK1938;SPC MS W     -   460,213.912   682,448.920   MT  0.99995380   -0 06 17.5
 DK1938;SPC MS W     - 1,509,885.14  2,239,001.17   sFT  0.99995380   -0 06 17.5
 DK1938;UTM  15      - 3,726,173.616   729,747.383   MT  1.00025078   +1 22 24.3
 DK1938
 DK1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1938!SPC MS W     -   0.99999802  x   0.99995380  =   0.99995182
 DK1938!UTM  15      -   0.99999802  x   1.00025078  =   1.00024880
 DK1938
 DK1938|---------------------------------------------------------------------|
 DK1938| PID    Reference Object                     Distance      Geod. Az  |
 DK1938|                                                           dddmmss.s |
 DK1938| CY5986 EASTLAND RM 1                        10.208 METERS 06328     |
 DK1938| DK1779 QUIVER                              APPROX. 7.3 KM 0670933.5 |
 DK1938| CY5987 EASTLAND RM 2                        38.716 METERS 32127     |
 DK1938| DK1937 DODDSVILLE FARM GIN CO CYCLONE      418.279 METERS 3460449.0 |
 DK1938| CY5985 EASTLAND AZ MK                                     3532901.7 |
 DK1938|---------------------------------------------------------------------|
 DK1938
 DK1938                          SUPERSEDED SURVEY CONTROL
 DK1938
 DK1938  NAD 83(1986)-  33 39 02.29640(N)    090 31 21.17532(W) AD(       ) 3
 DK1938  NAD 27      -  33 39 01.88220(N)    090 31 20.85150(W) AD(       ) 3
 DK1938  NGVD 29 (07/19/86)   39.06   (m)          128.1    (f) LEVELING    3  
 DK1938
 DK1938.Superseded values are not recommended for survey control.
 DK1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1938.See file dsdata.txt to determine how the superseded data were derived.
 DK1938
 DK1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2974726174(NAD 83)
 DK1938_MARKER: DS = TRIANGULATION STATION DISK
 DK1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1938
 DK1938  HISTORY     - Date     Condition        Report By
 DK1938  HISTORY     - 1957     MONUMENTED       CGS
 DK1938  HISTORY     - 1965     GOOD             USGS
 DK1938  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DK1938  HISTORY     - 1967     GOOD             MSHD
 DK1938
 DK1938                          STATION DESCRIPTION
 DK1938
 DK1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1938'THE STATION IS APPROXIMATELY 7.5 MILES NORTH OF SUNFLOWER,
 DK1938'5.5 MILES SOUTH OF RULEVILLE AND 0.5 MILE SOUTH OF DODDSVILLE IN
 DK1938'THE NORTHEAST CORNER OF SECTION 32, T 21 N, R 3 W., ON PROPERTY
 DK1938'OF THE EASTLAND PLANTATION.
 DK1938'
 DK1938'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAY 442 AND U.S.
 DK1938'HIGHWAY 49 W IN DODDSVILLE, GO SOUTH ON HIGHWAY 49 W 0.5 MILE TO
 DK1938'STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF GIN BUILDING.
 DK1938'
 DK1938'THE STATION MARKS ARE STANDARD DISKS STAMPED EASTLAND 1957.
 DK1938'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH
 DK1938'THE SURFACE OF THE GROUND.  IT IS 152 FEET WEST OF CENTER
 DK1938'LINE OF HIGHWAY 49 W, 55 FEET SOUTH OF THE CENTER OF GRAVEL
 DK1938'ROAD, 69 FEET EAST OF THE EAST RAIL OF MAIN RAILROAD TRACKS
 DK1938'AND 29 FEET NORTHWEST OF THE NORTHWEST CORNER OF GIN.  THE
 DK1938'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 DK1938'INCHES BELOW THE SURFACE OF THE GROUND.
 DK1938'
 DK1938'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EASTLAND NO
 DK1938'1 1957, IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 DK1938'OF THE GROUND.  IT IS 27 FEET NORTHWEST OF THE NORTHWEST
 DK1938'CORNER OF GIN, 23-1/2 FEET NORTH-NORTHEAST OF NORTHWEST CORNER
 DK1938'OF GIN AND 35 FEET SOUTH OF CENTER OF GRAVEL ROAD.
 DK1938'
 DK1938'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EASTLAND NO 2
 DK1938'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DK1938'IT IS 20 FEET EAST OF THE EAST RAIL OF MAIN RAILROAD TRACKS,
 DK1938'47 FEET NORTH OF CENTER OF GRAVEL ROAD AND 2-1/2 FEET WEST
 DK1938'OF A TELEPHONE POLE.  A STANDARD WITNESS POST WAS SET 1 FOOT
 DK1938'WEST OF MARK.
 DK1938'
 DK1938'AZIMUTH MARK IS A STANDARD DISK STAMPED EASTLAND 1957, SET IN
 DK1938'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 27
 DK1938'FEET WEST OF CENTER LINE OF HIGHWAY 49 W, 28 FEET NORTH OF THE
 DK1938'CENTER OF GRAVEL DRIVEWAY, 32 FEET SOUTHEAST OF THE SOUTHEAST
 DK1938'CORNER OF HOUSE AND 2 FEET SOUTH OF POWER POLE WITH TRANSFORMER.
 DK1938'A STANDARD WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 DK1938'
 DK1938'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY
 DK1938'49 W 0.25 MILE TO THE MARK ON THE LEFT.
 DK1938
 DK1938                          STATION RECOVERY (1965)
 DK1938
 DK1938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK1938'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AS
 DK1938'DESCRIBED.
 DK1938'
 DK1938'TABLET FROM STATION MISSING, STEM IN PLACE.  AZIMUTH MARK
 DK1938'WAS NOT RECOVERED.
 DK1938
 DK1938                          STATION RECOVERY (1966)
 DK1938
 DK1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DK1938'THE STATION WAS VISITED 7-21-66 AND THE STATION SURFACE MARK
 DK1938'WAS FOUND MISSING FROM THE MONUMENT.  REFERENCE MARKS NO. 1
 DK1938'AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 DK1938'WAS NOT FOUND AT THIS DATE, THE DESCRIPTION PUTTING IT IN THE
 DK1938'INTERSECTION OF STATE HIGHWAY 442 LEADING WEST.  THE DODDSVILLE
 DK1938'FARMERS GIN CO. CYCLONE HAS BEEN DESTROYED.  REFERENCE MARK
 DK1938'NO. 2 FAILED TO CHECK IN DISTANCE FROM THE STATION 0.08 FEET.
 DK1938'A NEW DESCRIPTION FOLLOWS--
 DK1938'
 DK1938'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF SUNFLOWER,
 DK1938'5.5 SOUTH OF RULEVILLE AND ABOUT 0.5 MILE S. OF DODDSVILLE,
 DK1938'IN THE NE CORNER OF SEC. 32. T 21 N., R 3 W.  ON THE EASTLAND
 DK1938'PLANTATION, OWNED BY SENATOR EASTLAND, AR THE NORTH SIDE OF A
 DK1938'COTTON GIN.  IT IS 154 FEET W. OF THE CENTER OF U.S. HIGHWAY
 DK1938'49W, 69 FEET E. OF THE E. RAIL OF THE TRACKS, 56 FEET S. OF
 DK1938'THE CENTER OF AN E-W GRAVELED ROAD, 29.5 FEET NW OF THE NW
 DK1938'CORNER OF THE COTTON GIN, 86 FEET SW OF A POWER POLE WITH A
 DK1938'TRANSFORMERAND 17 FEET E. OF THE PROJECTED PLANE OF THE N
 DK1938'WALL OF THE COTTON GIN.  IT IS A STANDARD DISK, STAMPED
 DK1938'EASTLAND 1957 1966, FLUSH WITH THE GROUND.
 DK1938'
 DK1938'REFERENCE MARK NO. 1 IS 33.49 FEET ENE OF THE STATION, 28 FEET
 DK1938'NW OF THE NE CORNER OF THE COTTON GIN, 57 FEET SW OF THE
 DK1938'POWER POLE WITH A T TRANSFORMER, 121 FEET W. OF THE CENTER
 DK1938'OF U.S. HIGHWAY 49W, 35 FEET C OF THE CENTER OF THE GRAVELED
 DK1938'ROAD, AND 102 FEET EAST OF THE EAST RAIL OF THE TRACKS, IT IS
 DK1938'A STANDARD DISK, STAMPED EASTLAND NO 1 1957, FLUSH WITH THE
 DK1938'GROUND.
 DK1938'
 DK1938'REFERENCE MARK NO. 2 IS 127.02 NNW OF THE STATION, 20 FEET E.
 DK1938'OF THE E. RAIL OF THE MAIN LINE OF THE TRACKS, 48 FEET N.
 DK1938'OF THE CENTER OF THE E-W GRAVELED ROAD, 39.5 FEET N OF A STOP
 DK1938'SIGN, 6 FEET NW OF A WOODEN WITNESS POST.  IT IS A STANDARD
 DK1938'DISK, STAMPED EASTLAND NO 2 1957, FLUSH WITH THE GROUND.
 DK1938'
 DK1938'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49W
 DK1938'AND STATE HIGHWAY 442 AT THE SOUTH EDGE OF DODDSVILLE, GO
 DK1938'SOUTH ON U.S. HIGHWAY 49W FOR 0.25 MILE TO THE STATION ON
 DK1938'THE RIGHT.
 DK1938'
 DK1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILE N. OF
 DK1938'SUNFLOWER.
 DK1938
 DK1938                          STATION RECOVERY (1967)
 DK1938
 DK1938'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1938'THE STATION WAS VISITED 9-20-67 AND THE STATION MARK, REFERENCE
 DK1938'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 DK1938'AZIMUTH WAS NOT RECOVERED.
 DK1938'
 DK1938'THE STATION IS LOCATED 7.5 MILES NORTH OF SUNFLOWER, 5.5 MILES
 DK1938'SOUTH OF RULEVILLE AND 0.5 MILE SOUTH OF DODDSVILLE, IN THE
 DK1938'NORTHEAST 1/4 OF SECTION 32, T 21 N, R 3 W AND ON PROPERTY
 DK1938'OWNED BY SENATOR EASTLAND.  IT IS 154 FEET WEST OF THE CENTER
 DK1938'OF HIGHWAY 49W, 69 FEET EAST OF THE EAST RAIL OF THE MAIN
 DK1938'TRACK, 56 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED
 DK1938'ROAD, 29.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GIN,
 DK1938'17 FEET NORTH OF THE PROTECTED PLANE OF THE NORTH WALL OF THE
 DK1938'GIN, 86 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 DK1938'32.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 DK1938'LOADING RAMP.
 DK1938'
 DK1938'IT IS A STANDARD TRIANGULATION DISK STAMPED EASTLAND 1957
 DK1938'1966 FLUSH WITH THE GROUND.
 DK1938'
 DK1938'REFERENCE MARK NO. 1 IS 33.49 FEET EAST NORTHEAST OF THE
 DK1938'STATION.  IT IS 28 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 DK1938'GIN, 57 FEET SOUTHWEST OF THE POWER POLE WITH A TRANSFORMER,
 DK1938'121 FEET WEST OF THE CENTER OF U.S. HIGHWAY 49W.  IT IS
 DK1938'A STANDARD DISK, STAMPED EASTLAND NO. 1 1957, FLUSH WITH THE
 DK1938'GROUND.
 DK1938'
 DK1938'REFERENCE MARK NO. 2 IS 127.02 FEET NORTH NORTHWEST OF THE
 DK1938'STATION.  IT IS 19 FEET EAST OF THE EAST RAIL OF THE MAIN
 DK1938'TRACK, 48 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED
 DK1938'ROAD, 39.5 FEET NORTH NORTHWEST OF A RAILROAD STOP SIGN, 3 FEET
 DK1938'NORTHWEST OF A POWER POLE WITHOUT ANY WIRES, 48 FEET NORTHEAST OF
 DK1938'THE CENTER OF THE CROSSING OF THE GRAVELED ROAD WITH THE
 DK1938'RAILROAD TRACK AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 DK1938'IT IS A STANDARD REFERENCE MARK DISK STAMPED EASTLAND NO.
 DK1938'2 1957 FLUSH WITH THE GROUND.
 DK1938'
 DK1938'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 137.7
 DK1938'FEET.
 DK1938'
 DK1938'TO REACH THE STATION FROM THE U.S. POST OFFICE LOCATED IN
 DK1938'THE NORTHWEST CORNER OF HACKBERRY AVENUE AND QUIVER STREET
 DK1938'IN SUNFLOWER GO EAST ON QUIVER STREET FOR 0.25 MILE TO THE
 DK1938'INTERSECTION OF U.S. HIGHWAY 49W.  TURN LEFT (NORTHEAST) AND
 DK1938'CONTINUE ON U.S. HIGHWAY 49W FOR 4.6 MILES TO THE CROSSROADS
 DK1938'AT BLAINE.  CONTINUE NORTHEAST ON U.S. HIGHWAY 49W FOR 2.95
 DK1938'MILES TO A COTTON GIN ON THE EASTLAND PLANTATION AND THE STATION
 DK1938'ON THE LEFT AS DESCRIBED.
 DK1938'
 DK1938'THE MARK WAS VISITED BY A.K. HANSEN AND FOUND AZIMUTH MARK
 DK1938'DESTROYED DURING HIGHWAY CONSTRUCTION.  A NEW AZIMUTH MARK
 DK1938'COULD NOT BE ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1378 ***********************************************************************
 CO1378  DESIGNATION -  EASTLING RESET
 CO1378  PID         -  CO1378
 CO1378  STATE/COUNTY-  MS/SCOTT
 CO1378  USGS QUAD   -  MORTON (1982)
 CO1378
 CO1378                         *CURRENT SURVEY CONTROL
 CO1378  ___________________________________________________________________
 CO1378* NAD 83(1993)-  32 15 43.28421(N)    089 41 18.92084(W)     ADJUSTED  
 CO1378* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CO1378  ___________________________________________________________________
 CO1378  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CO1378  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CO1378  HORZ ORDER  -  FIRST
 CO1378
 CO1378.The horizontal coordinates were established by classical geodetic methods
 CO1378.and adjusted by the National Geodetic Survey in May 1994.
 CO1378
 CO1378.The orthometric height was scaled from a topographic map.
 CO1378
 CO1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1378
 CO1378.The geoid height was determined by GEOID03.
 CO1378
 CO1378;                    North         East     Units Scale Factor Converg.
 CO1378;SPC MS E     -   306,524.439   219,417.598   MT  1.00003005   -0 27 23.6
 CO1378;SPC MS E     - 1,005,655.60    719,872.57   sFT  1.00003005   -0 27 23.6
 CO1378;UTM  16      - 3,572,652.962   246,732.961   MT  1.00039109   -1 26 09.3
 CO1378
 CO1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1378!SPC MS E     -   0.99997498  x   1.00003005  =   1.00000503
 CO1378!UTM  16      -   0.99997498  x   1.00039109  =   1.00036606
 CO1378
 CO1378:                Primary Azimuth Mark                     Grid Az
 CO1378:SPC MS E     -  EASTLING AZ MK                           192 42 00.4
 CO1378:UTM  16      -  EASTLING AZ MK                           193 40 46.1
 CO1378
 CO1378|---------------------------------------------------------------------|
 CO1378| PID    Reference Object                     Distance      Geod. Az  |
 CO1378|                                                           dddmmss.s |
 CO1378| CF9599 EASTLING AZ MK                                     1921436.8 |
 CO1378| CF9602 EASTLING RM 3                        17.121 METERS 21129     |
 CO1378| CF9601 EASTLING RM 2                        36.042 METERS 21639     |
 CO1378| CO1415 PELAHATCHEE MUNICIPAL TANK          APPROX.11.7 KM 2990449.2 |
 CO1378| CF9600 EASTLING RM 1                        37.366 METERS 32151     |
 CO1378|---------------------------------------------------------------------|
 CO1378
 CO1378                          SUPERSEDED SURVEY CONTROL
 CO1378
 CO1378  NAD 83(1986)-  32 15 43.29804(N)    089 41 18.91872(W) AD(       ) 1
 CO1378  NAD 27      -  32 15 42.76800(N)    089 41 18.65500(W) AD(       ) 1
 CO1378
 CO1378.Superseded values are not recommended for survey control.
 CO1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1378.See file dsdata.txt to determine how the superseded data were derived.
 CO1378
 CO1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA4673372653(NAD 83)
 CO1378_MARKER: DS = TRIANGULATION STATION DISK
 CO1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1378+STABILITY: SURFACE MOTION
 CO1378
 CO1378  HISTORY     - Date     Condition        Report By
 CO1378  HISTORY     - 1934     MONUMENTED       CGS
 CO1378  HISTORY     - 1945     GOOD             CGS
 CO1378  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CO1378  HISTORY     - 1964     GOOD             MSHD
 CO1378  HISTORY     - 1977     GOOD             MSHD
 CO1378
 CO1378                          STATION DESCRIPTION
 CO1378
 CO1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1378'STATION IS ON A RIDGE IN A PASTURE GROWING UP IN PINE SAPLINGS
 CO1378'IN THE SE 1/4 SECTION 21, T. 5 N, R. 6 E., 13-3/4 MILES SW OF
 CO1378'FOREST, 6-3/4 MILES SSW OF MORTON, 0.4 MILE S OF MT. OLIVE
 CO1378'BAPTIST CHURCH, AND ON THE PROPERTY OF PETE EASTLING.  STATION
 CO1378'IS ABOUT 50 YARDS E OF THE RIDGE ROAD, 54.5 FEET S OF A
 CO1378'TRIANGULAR-BLAZED 6-INCH PINE TREE, AND PROJECTS ABOUT 6 INCHES
 CO1378'ABOVE THE GROUND.
 CO1378'
 CO1378'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1378'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1378'
 CO1378'REFERENCE MARK 1 IS NW OF STATION AT SAME ELEVATION.  IT IS
 CO1378'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 CO1378'
 CO1378'REFERENCE MARK 2 IS SW OF STATION AND 18 FEET E OF WIRE FENCE.
 CO1378'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 CO1378'
 CO1378'AZIMUTH MARK IS SSW OF STATION, 50 FEET E OF MAIN ROAD, ABOUT 60
 CO1378'FEET N OF SMALL HOUSE OWNED BY J.P. STUART, AND 16 FEET NE OF
 CO1378'A TWIN OAK TREE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 CO1378'A CONCRETE POST.
 CO1378'
 CO1378'TO REACH FROM POST OFFICE IN MORTON, GO S FOR 0.4 MILE TO
 CO1378'T-INTERSECTION, TURN RIGHT AND FOLLOW THE RIDGE ROAD BETWEEN
 CO1378'MORTON AND POLKVILLE FOR 6.2 MILES TO MT. OLIVE CHURCH, CONTINUE
 CO1378'STRAIGHT AHEAD ON RIDGE ROAD FOR 0.4 MILE TO A TRIANGULAR-BLAZED
 CO1378'10-INCH PINE TREE ON LEFT AND STATION SITE.
 CO1378'
 CO1378'37-FOOT TOWER WILL SEE ALL LIGHTS.
 CO1378'
 CO1378'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CO1378
 CO1378                          STATION RECOVERY (1945)
 CO1378
 CO1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1378'STATION WAS RECOVERED AS DESCRIBED BY M.A.H. IN 1934.  THE MARKS
 CO1378'WERE FOUND IN EXCELLENT CONDITION.  ALL DISTANCES WERE CHECKED
 CO1378'AND FOUND CORRECT.
 CO1378'
 CO1378'STATION IS LOCATED ABOUT 7 MILES SSW OF THE VILLAGE OF MORTON ON
 CO1378'LAND OWNED BY PETE EASTLING.  THE MARK IS SITUATED ON A RIDGE IN
 CO1378'A PASTURE WITH SCATTERED PINE SAPLINGS.  IT IS ABOUT 70 YARDS S
 CO1378'OF A SIDE ROAD, 149 FEET E OF THE APPROXIMATE CENTER OF THE MAIN
 CO1378'ROAD, AND 75 FEET W OF A BARBED-WIRE FENCE.  THE DISK IS STAMPED
 CO1378'EASTLING 1934 AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 CO1378'
 CO1378'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1378'BRONZE DISKS SET IN CONCRETE.
 CO1378'
 CO1378'REFERENCE MARK 1 IS 122.59 FEET NW OF THE STATION.  IT IS 102
 CO1378'FEET E OF THE APPROXIMATE CENTER OF THE MAIN ROAD AND 87 FEET W
 CO1378'OF THE BARBED-WIRE FENCE.  THE DISK IS STAMPED EASTLING NO 1 1934
 CO1378'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CO1378'
 CO1378'REFERENCE MARK 2 IS 118.25 FEET SW OF THE STATION AND 59 FEET
 CO1378'E OF THE APPROXIMATE CENTER OF THE MAIN ROAD.  THE DISK IS
 CO1378'STAMPED EASTLING NO 2 1934 AND PROJECTS ABOUT 6 INCHES ABOVE THE
 CO1378'GROUND.
 CO1378'
 CO1378'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SSW OF THE STATION
 CO1378'ON THE E SIDE OF THE HIGHWAY.  IT IS SITUATED AT THE W EDGE OF A
 CO1378'CULTIVATED FIELD, 57 FEET E OF THE APPROXIMATE CENTER OF THE
 CO1378'MAIN ROAD, 45 FEET NNE OF A POWER-TRANSMISSION LINE POLE,
 CO1378'AND OPPOSITE A SMALL UNPAINTED HOUSE.  THE DISK IS STAMPED
 CO1378'EASTLING AZI 1934 AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 CO1378'
 CO1378'TO REACH THE STATION FROM A CAUTION LIGHT AT THE MAIN INTERSECTION
 CO1378'IN THE VILLAGE OF MORTON, GO S, LEAVING U.S. HIGHWAY 80, FOR 0.4
 CO1378'MILE TO A T-INTERSECTION.  TURN RIGHT AND FOLLOW A MACADAM ROAD,
 CO1378'WHICH CHANGES TO GRAVEL, FOR 6.4 MILES TO THE MT. OLIVE CHURCH
 CO1378'ON THE LEFT.  CONTINUE 0.4 MILE TO THE TOP OF GRADE, A SIDE ROAD
 CO1378'AND THE STATION ON THE LEFT AS DESCRIBED.
 CO1378'
 CO1378'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE S ON THE
 CO1378'MAIN ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT OPPOSITE A SMALL
 CO1378'UNPAINTED HOUSE ON THE RIGHT.
 CO1378'
 CO1378'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CO1378
 CO1378                          STATION RECOVERY (1957)
 CO1378
 CO1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1378'THE STATION WAS VISITED 7-12-57 AND THE SURFACE MARK WAS FOUND
 CO1378'BROKEN OFF EVEN WITH THE GROUND.  THE UNDERGROUND MARK WAS
 CO1378'RECOVERED IN GOOD CONDITION, LOWERED IN ITS ORIGINAL POSITION
 CO1378'AND A NEW SURFACE MARK SET.  THE ORIGINAL DISKS WERE USED.
 CO1378'REFERENCE MARK NO. 2 WAS DESTROYED, THE DISK WAS NOT FOUND.
 CO1378'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH
 CO1378'MARK WAS FOUND IN GOOD CONDITION, CLEARING IS NEEDED TO MAKE IT
 CO1378'VISIBLE FROM THE STATION.
 CO1378'
 CO1378'A NEW DESCRIPTION FOLLOWS-
 CO1378'
 CO1378'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH-SOUTHWEST OF MORTON,
 CO1378'ON A HIGH HILL COVERED WITH PINE TREES, NEAR THE WEST RIGHT-OF-WAY
 CO1378'OF A HIGH TENSION LINE CROSSING THE HILL IN A NORTH-SOUTH
 CO1378'DIRECTION, IN THE SOUTHEAST ANGLE OF THE JUNCTON OF STATE
 CO1378'HIGHWAY 13 AND AN OLD ABANDONED ROAD LEADING SOUTHEAST AND ON
 CO1378'PROPERTY OWNED BY JUNITA JOHNSON.  IT IS 150 FEET EAST OF THE
 CO1378'CENTER LINE OF STATE HIGHWAY 13, 172 FEET SOUTH OF THE CENTER OF
 CO1378'THE OLD SIDE ROAD, 75 FEET SOUTH-SOUTHWEST OF A POWER POLE
 CO1378'ON THE TOP OF THE HILL, 32 FEET WEST OF THE CENTER OF THE
 CO1378'POWER LINE.  IT IS A STANDARD DISK, STAMPED EASTLING 1934
 CO1378'1957, PROJECTING 4 INCHES.
 CO1378'
 CO1378'REFERENCE MARK NO. 1 IS 122.59 FEET NORTHWEST OF THE STATION,
 CO1378'104 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 13, 146 FEET
 CO1378'SOUTH OF THE CENTER OF THE OLD ROAD, AND 124 FEET WEST-NORTHWEST
 CO1378'OF A POWER POLE ON THE TOP OF THE HILL.  IT IS A STANDARD DISK,
 CO1378'STAMPED EASTLING NO 1 1934, PROJECTING 6 INCHES.
 CO1378'
 CO1378'REFERENCE MARK NO. 3 IS 56.17 FEET SOUTHWEST OF THE STATION, 110
 CO1378'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 13, 52 FEET WEST OF
 CO1378'THE CENTER OF THE POWER LINE AND 131 FEET SOUTHWEST OF A POWER
 CO1378'POLE.  IT IS A STANDARD DISK, STAMPED EASTLING NO 3 1934 1957,
 CO1378'PROJECTING 6 INCHES.
 CO1378'
 CO1378'THE AZIMUTH MARK IS 0.35 MILE SOUTH-SOUTHWEST OF THE STATION IN
 CO1378'A SMALL PASTURE LOT ACROSS THE HIGHWAY FROM A HOUSE WITH BLUE-GREY
 CO1378'ASBESTUS SIDING, 57 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 CO1378'13, 45 FEET NORTH-NORTHEAST OF A POWER POLE, AND 5 FEET EAST
 CO1378'OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED EASTLING AZI
 CO1378'1934, PROJECTING 3 INCHES.
 CO1378'
 CO1378'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 CO1378'U.S. HIGHWAY 80 IN MORTON, GO EAST ON U.S. HIGHWAY 80 FOR 1 BLOCK
 CO1378'TO THE JUNCTION WITH STATE HIGHWAY 13, TURN RIGHT AND GO SOUTH ON
 CO1378'STATE HIGHWAY 13 FOR 3.35 MILES TO A FORK, TAKE RIGHT FORK AND
 CO1378'CONTINUE SOUTH ON STATE HIGHWAY 13 FOR 3.35 MILES TO THE MT.
 CO1378'OLIVE PRIMITIVE BAPTIST CHURCH ON THE LEFT, CONTINUE SOUTH ON
 CO1378'STATE HIGHWAY 13 FOR 0.5 MILE TO AN OLD SIDE ROAD LEFT ON THE
 CO1378'TOP OF A HILL, AND STATION IN THE SOUTHEAST ANGLE OF THE
 CO1378'INTERSECTION.
 CO1378'
 CO1378'TO REACH THE AZIMUTH MARK GO SOUTH-SOUTHEAST ON STATE HIGHWAY 13
 CO1378'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, ACROSS THE
 CO1378'HIGHWAY FROM A HOUSE.
 CO1378
 CO1378                          STATION RECOVERY (1964)
 CO1378
 CO1378'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1378'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 CO1378'GOOD CONDITION.
 CO1378'
 CO1378'THE 1957 RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO1378'
 CO1378'METAL WITNESS POST WERE SET 1.0 FOOT WEST OF EACH MARK.
 CO1378
 CO1378                          STATION RECOVERY (1977)
 CO1378
 CO1378'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1378'THE STATION WAS VISITED 5-25-77 AND THE STATION MARK, RM NO 1,
 CO1378'RM NO 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CO1378'
 CO1378'THE STATION IS LOCATED 6.9 MILES SOUTH-SOUTHWEST OF MORTON ON THE
 CO1378'EAST SIDE OF STATE HIGHWAY 13 AT THE WEST EDGE OF A CLEARING FOR
 CO1378'THE MT. OLIVE PRIMITIVE BAPTIST CHURCH, 0.4 MILE SOUTH OF A RADIO
 CO1378'MAST IN THE SOUTHWEST 1/4 OF SECTION 21, T 5N, R 6E AND ON THE
 CO1378'PROPERTY OF JUNITA JOHNSON.  IT IS 80 FEET SOUTHWEST OF THE
 CO1378'CENTER OF A TRACK ROAD, 150 FEET EAST OF THE CENTER OF HIGHWAY
 CO1378'13, 75 FEET SOUTHWEST OF A POWER POLE, 74 FEET WEST OF A 10 INCH
 CO1378'OAK, 32 FEET WEST OF THE CENTER OF A POWER LINE, 1 FOOT EAST OF
 CO1378'A METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS A
 CO1378'TRIANGULATION DISK, STAMPED EASTLING 1934 1957.
 CO1378'
 CO1378'REFERENCE MARK NO 1 IS 122.59 FEET NORTHWEST OF THE STATION.  IT IS
 CO1378'87 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 124 FEET
 CO1378'WEST-SOUTHWEST OF A POWER POLE, 104 FEET EAST OF THE CENTER OF
 CO1378'HIGHWAY 13, 33 FEET NORTHEAST OF A 10 INCH OAK, 1 FOOT EAST OF A
 CO1378'METAL WITNESS POST AND PROJECTS 5 INCHES.  IT IS A REFERENCE MARK
 CO1378'DISK, STAMPED EASTLING 1934 NO 1.
 CO1378'
 CO1378'REFERENCE MARK NO 3 IS 56.17 FEET SOUTHWEST OF THE STATION.  IT IS
 CO1378'136 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, 110 FEET EAST OF
 CO1378'THE CENTER OF HIGHWAY 13, 131 FEET SOUTHWEST OF A POWER POLE, 52
 CO1378'FEET WEST OF THE CENTER OF A POWER LINE, 1 FOOT EAST OF A METAL
 CO1378'WITNESS POST AND PROJECTS 5 INCHES.  IT IS A REFERENCE MARK DISK,
 CO1378'STAMPED EASTLING NO 3 1934 1957.
 CO1378'
 CO1378'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION.  IT IS
 CO1378'94 FEET WEST OF POWER POLE NO. T 355 21 K9, 56.5 FEET EAST-SOUTHEAST
 CO1378'OF THE CENTER OF HIGHWAY 13, 55 FEET NORTHEAST OF A FENCE CORNER,
 CO1378'46 FEET NORTHEAST OF POWER POLE NO. 30 21 K 9, 21 FEET
 CO1378'EAST-SOUTHEAST OF A FENCE, 2 FEET SOUTH-SOUTHWEST OF THE
 CO1378'PROJECTED PLANE OF THE SOUTH WALL OF A GREY SIDING HOUSE, 1
 CO1378'FOOT EAST-SOUTHEAST OF A METAL WITNESS POST ABOUT 18 INCHES ABOVE
 CO1378'THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES.  IT IS A
 CO1378'REFERENCE MARK DISK, STAMPED EASTLING AZI 1934.
 CO1378'
 CO1378'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN MORTON GO WEST
 CO1378'ON U.S. HIGHWAY 80 FOR 0.7 MILE TO THE INTERSECTION OF STATE HIGHWAY
 CO1378'13.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 13 FOR 2.9 MILES TO
 CO1378'THE BRIDGE OVER I-20.  CONTINUE SOUTH ON STATE HIGHWAY 13 FOR 3.85
 CO1378'MILES TO A CROSSROAD.  CONTINUE SOUTH ON STATE HIGHWAY 13 FOR 1.35
 CO1378'MILES TO THE STATION ON THE LEFT JUST BEYOND THE JUNCTION OF A
 CO1378'TRACK ROAD.  TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON
 CO1378'STATE HIGHWAY 13 FOR 0.35 MILE TO A HOUSE ON THE RIGHT AND THE
 CO1378'MARK ON THE LEFT.
 CO1378'
 CO1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.9 MILES
 CO1378'SOUTH-SOUTHWEST OF MORTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1756 ***********************************************************************
 BV1756  DESIGNATION -  EASTMAN
 BV1756  PID         -  BV1756
 BV1756  STATE/COUNTY-  MS/SIMPSON
 BV1756  USGS QUAD   -  MENDENHALL SE (1971)
 BV1756
 BV1756                         *CURRENT SURVEY CONTROL
 BV1756  ___________________________________________________________________
 BV1756* NAD 83(1993)-  31 50 14.43353(N)    089 46 44.41375(W)     ADJUSTED  
 BV1756* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 BV1756  ___________________________________________________________________
 BV1756  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BV1756  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BV1756  HORZ ORDER  -  FIRST
 BV1756
 BV1756.The horizontal coordinates were established by classical geodetic methods
 BV1756.and adjusted by the National Geodetic Survey in May 1994.
 BV1756
 BV1756.The orthometric height was scaled from a topographic map.
 BV1756
 BV1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1756
 BV1756.The geoid height was determined by GEOID03.
 BV1756
 BV1756;                    North         East     Units Scale Factor Converg.
 BV1756;SPC MS W     -   259,247.774   752,470.340   MT  0.99998394   +0 17 32.7
 BV1756;SPC MS W     -   850,548.74  2,468,729.77   sFT  0.99998394   +0 17 32.7
 BV1756;SPC MS E     -   259,503.581   210,485.890   MT  1.00004879   -0 29 56.0
 BV1756;SPC MS E     -   851,388.00    690,569.12   sFT  1.00004879   -0 29 56.0
 BV1756;UTM  16      - 3,525,772.732   236,999.824   MT  1.00045315   -1 28 00.5
 BV1756
 BV1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1756!SPC MS W     -   0.99997770  x   0.99998394  =   0.99996164
 BV1756!SPC MS E     -   0.99997770  x   1.00004879  =   1.00002649
 BV1756!UTM  16      -   0.99997770  x   1.00045315  =   1.00043084
 BV1756
 BV1756:                Primary Azimuth Mark                     Grid Az
 BV1756:SPC MS W     -  MISSISSIPPI ST SANATORIUM STK            001 11 39.2
 BV1756:SPC MS E     -  MISSISSIPPI ST SANATORIUM STK            001 59 07.9
 BV1756:UTM  16      -  MISSISSIPPI ST SANATORIUM STK            002 57 12.4
 BV1756
 BV1756|---------------------------------------------------------------------|
 BV1756| PID    Reference Object                     Distance      Geod. Az  |
 BV1756|                                                           dddmmss.s |
 BV1756| BV1752 MISSISSIPPI ST SANATORIUM STK       APPROX. 5.7 KM 0012911.9 |
 BV1756| BV1750 SANATORIUM RESET                    APPROX. 6.8 KM 0015248.3 |
 BV1756| CF9605 EASTMAN RM 1                         44.699 METERS 12508     |
 BV1756| CF9606 EASTMAN RM 2                         67.839 METERS 25334     |
 BV1756| CF9607 EASTMAN RM 3                         14.501 METERS 30508     |
 BV1756| CF9604 EASTMAN AZ MK RESET                                3111647.7 |
 BV1756| CF9603 EASTMAN AZ MK                                      3121213.1 |
 BV1756| BV1751 MISSISSIPPI ST SANATORIUM TK        APPROX. 6.3 KM 3580157.1 |
 BV1756|---------------------------------------------------------------------|
 BV1756
 BV1756                          SUPERSEDED SURVEY CONTROL
 BV1756
 BV1756  NAD 83(1986)-  31 50 14.44714(N)    089 46 44.41127(W) AD(       ) 1
 BV1756  NAD 27      -  31 50 13.86600(N)    089 46 44.14100(W) AD(       ) 1
 BV1756
 BV1756.Superseded values are not recommended for survey control.
 BV1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1756.See file dsdata.txt to determine how the superseded data were derived.
 BV1756
 BV1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA3700025773(NAD 83)
 BV1756_MARKER: DS = TRIANGULATION STATION DISK
 BV1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1756+STABILITY: SURFACE MOTION
 BV1756
 BV1756  HISTORY     - Date     Condition        Report By
 BV1756  HISTORY     - 1934     MONUMENTED       CGS
 BV1756  HISTORY     - 1947     GOOD             CGS
 BV1756  HISTORY     - 1955     GOOD             CGS
 BV1756  HISTORY     - 1967     SEE DESCRIPTION  CGS
 BV1756
 BV1756                          STATION DESCRIPTION
 BV1756
 BV1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1756'NINE MILES WEST-NORTHWEST OF MT. OLIVE, ABOUT 3-1/2 MILES SOUTHWEST
 BV1756'OF MAGEE, IN THE MIDDLE OF SEC. 14, T. 10 N., R. 18 W., ON A HIGH
 BV1756'AND HEAVILY TIMBERED RIDGE, ON THE PROPERTY OF EASTMAN-GARDNER
 BV1756'LUMBER COMPANY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE NEW
 BV1756'HEBRON-MAGEE ROAD, 15 FEET SOUTH-SOUTHWEST OF A WOODS-ROAD, 11 FEET
 BV1756'NORTH- NORTHWEST OF A 10-INCH OAK WITH A TRIANGULAR BLAZE,
 BV1756'20 FEET SOUTH- EAST OF A TALL 40-INCH PINE, AND 30 FEET SOUTHEAST
 BV1756'OF ANOTHER TALL 40-INCH PINE.
 BV1756'
 BV1756'TO REACH FROM THE RAILROAD STATION IN MAGEE, GO SOUTH ACROSS THE
 BV1756'RAILROAD TRACKS ABOUT 100 YARDS, TURN RIGHT ON THE SECOND STREET
 BV1756'(MAGEE-NEW HEBRON ROAD) AND CONTINUE 2.2 MILES TO A FORK, TAKE LEFT
 BV1756'FORK AND GO 1.3 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE 0.95
 BV1756'MILE TO A WOODS-ROAD RIGHT AND THE STATION.
 BV1756'
 BV1756'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BV1756'DISKS SET IN CONCRETE.
 BV1756'
 BV1756'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, IN WOODS, 16 FEET
 BV1756'EAST OF A 30-INCH PINE TREE, AND 31 FEET SOUTH OF THE CENTER LINE OF
 BV1756'THE MAGEE-NEW HEBRON ROAD.
 BV1756'
 BV1756'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, IN WOODS, 25
 BV1756'FEET NORTHWEST OF THE CENTER LINE OF THE MAGEE-NEW HEBRON ROAD.
 BV1756'
 BV1756'AZIMUTH MARK IS ABOUT 300 YARDS NORTHWEST OF THE STATION, ON THE
 BV1756'PROPERTY OF ALONZO ROBERTS, 11 FEET SOUTH OF THE CENTER OF LINE OF
 BV1756'A FARM-ROAD, AND 35 FEET SOUTH OF A SMALL CEMETERY.
 BV1756'
 BV1756'A 113-FOOT TOWER IS NECESSARY TO CLEAR TREES AT STATION SITE.
 BV1756'
 BV1756'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BV1756
 BV1756                          STATION RECOVERY (1947)
 BV1756
 BV1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1756'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 BV1756'CONDITION. THE OLD AZIMUTH MARK WAS NOT RECOVERED, SO A NEW MARK WAS
 BV1756'SET NEAR THE SAME LOCATION. SURFACE, UNDERGROUND, REFERENCE, AND
 BV1756'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 BV1756'THE ORIGINAL DIRECTIONS FOR
 BV1756'REACHING THE STATION ARE NO LONGER SATISFACTORY. A COMPLETE
 BV1756'DESCRIPTION FOLLOWS--
 BV1756'
 BV1756'THE STATION IS ON A WOODED RIDGE, ABOUT 6 MILES SOUTH OF SANATORIUM,
 BV1756'AND ABOUT 3-1/2 MILES SOUTHWEST OF MAGEE. THE STATION MARK IS IN
 BV1756'THE EAST CORNER OF A TRIANGULAR AREA BOUNDED BY THREE ROADS, ABOUT
 BV1756'100 YARDS EAST OF A DIRT ROAD, 39 FEET NORTH OF THE APPROXIMATE
 BV1756'CENTERLINE OF THE MAIN GRAVELED ROAD, AND 15 FEET SOUTH OF THE
 BV1756'APPROXIMATE CENTERLINE OF A SMALL WOODS ROAD. THE MARK PROJECTS
 BV1756'4 INCHES, AND THE DISK IS STAMPED EASTMAN 1934.
 BV1756'
 BV1756'REFERENCE MARK NO. 1 IS 146.77 FEET EAST-SOUTHEAST OF THE STATION AND
 BV1756'32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE MAIN ROAD. THE
 BV1756'MARK PROJECTS 6 INCHES, AND THE DISKS IS STAMPED EASTMAN NO 1 1934.
 BV1756'
 BV1756'REFERENCE MARK NO. 2 IS 222.574 FEET WEST-SOUTHWEST OF THE STATION
 BV1756'AND 27 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE MAIN
 BV1756'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED EASTMAN NO
 BV1756'2 1934.
 BV1756'
 BV1756'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 18 FEET
 BV1756'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, AND 4 FEET
 BV1756'EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES, AND THE
 BV1756'DISK IS STAMPED EASTMAN RESET 1947.
 BV1756'
 BV1756'TO REACH FROM THE EAST END OF THE RAILROAD DEPOT IN MAGEE, GO SOUTH
 BV1756'ON GRAVELED ROAD FOR 0.05 MILE TO A SHARP CURVE RIGHT, TURN RIGHT
 BV1756'AND FOLLOW MAIN ROAD FOR 2.2 MILES TO MAGEES STORE AT A ROAD FORK,,
 BV1756'TURN LEFT AND GO 1.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BV1756'0.5 MILE TO A SIDE ROAD LEFT, KEEP STRAIGHT AHEAD AND GO 0.4 MILE
 BV1756'TO STATION ON RIGHT.
 BV1756'
 BV1756'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON MAIN
 BV1756'GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN SHARP RIGHT
 BV1756'AND GO NORTHERLY ON DIRT ROAD FOR 0.2 MILE TO MARK ON LEFT.
 BV1756'
 BV1756'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1756
 BV1756                          STATION RECOVERY (1955)
 BV1756
 BV1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1756'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1756'THE ROADS FORMING THE TRIANGLE MENTIONED IN THE 1947 RECOVERY NOTE
 BV1756'ARE NOT VISIBLE AT THIS DATE.
 BV1756'
 BV1756'A NEW DESCRIPTION FOLLOWS--
 BV1756'
 BV1756'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF MAGEE AND 6 MILES
 BV1756'SOUTH OF SANATORIUM, ON AN OAK COVERED RIDGE AND AT THE NORTHEAST
 BV1756'ANGLE OF THE JUNCTION OF THE MAIN GRAVELED ROAD AND A DIM WOODS
 BV1756'ROAD LEADING NORTH. IT IS 40 FEET NORTH OF THE CENTER OF THE
 BV1756'GRAVELED ROAD, 47 FEET SOUTHWEST OF THE CENTER OF THE DIM WOODS
 BV1756'ROAD, 20 FEET NORTH OF A FENCE LINE AND ABOUT 100 YARDS OF AN
 BV1756'ABANDONDED ROAD LEADING NORTH. IT IS A STANDARD DISK, STAMPED
 BV1756'EASTMAN 1934, PROJECTING 4 INCHES.
 BV1756'
 BV1756'REFERENCE MARK NO. 1 IS 146.77 FEET EAST-SOUTHEAST OF THE STATION
 BV1756'AND 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD. IT IS A
 BV1756'STANDARD DISK, STAMPED EASTMAN NO 1 1934, PROJECTING 6 INCHES.
 BV1756'
 BV1756'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, ABOUT 8 FEET
 BV1756'LOWER THAN THE STATION, 27 FEET NORTH OF THE CENTER OF THE GRAVELED
 BV1756'ROAD AT ABOUT THE MIDDLE AND THE OUTSIDE OF A CURVE. IT IS A
 BV1756'STANDARD DISK, STAMPED EASTMAN NO 2 1934, PROJECTING 4 INCHES.
 BV1756'
 BV1756'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION, SOUTHEAST OF
 BV1756'A PRIVATE CEMETERY 35 FEET SOUTH-SOUTHEAST OF THE HEADSTONE OF
 BV1756'SEMMIE HARRINGTON, 18 FEET SOUTHWEST OF THE CENTER OF AN OLD ROAD,
 BV1756'WHERE THE ROAD SLOPES TO THE NORTHWEST, AND 4 FEET EAST OF A WITNESS
 BV1756'POST. IT IS A STANDARD DISK, STAMPED EASTMAN RESET 1947,
 BV1756'PROJECTING 10 INCHES.
 BV1756'
 BV1756'TO REACH THE STATION FROM THE STOP LIGHT AT THE EAST END OF THE
 BV1756'RAILROAD STATION IN MAGEE, GO SOUTHWEST ON HARD SURFACED ROAD FOR
 BV1756'0.45 MILE TO A T INTERSECTION, TURN RIGHT AND GO 1.9 MILES TO A
 BV1756'FORK AT THE TOP OF A HILL, TAKE LEFT FORK AND 1.6 MILES TO A SIDE
 BV1756'ROAD RIGHT, AND A HOUSE ON THE LEFT, TURN RIGHT AND GO 0.5 MILE
 BV1756'TO A FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO A DIM TRACK ROAD RIGHT
 BV1756'AND THE STATION ON THE RIGHT AT A POINT WHERE THE ROAD STARTS
 BV1756'DOWN HILL.
 BV1756'
 BV1756'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.1
 BV1756'MILE TO THE TOP OF THE NEXT HILL AND A SIDE ROAD RIGHT, (NO APPROACH
 BV1756'TO THIS ROAD FROM THE GRAVEL ROAD DUE TO DEEP DITCHES AND A CUT
 BV1756'BANK), GO NORTHERLY ON THIS ROAD FOR 0.2 MILE TO THE AZIMUTH ON
 BV1756'THE LEFT AND THE SMALL PRIVATE CEMETERY ON THE RIGHT.
 BV1756
 BV1756                          STATION RECOVERY (1967)
 BV1756
 BV1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 BV1756'THE STATION WAS VISITED 10-4-67 AND THE STATION UNDERGROUND MARK,
 BV1756'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 BV1756'CONDITION. THE STATION SURFACE MARK AND R.M. NO. 2 WERE FOUND
 BV1756'DESTROYED AND THE DISK REMOVED. THE STATION SURFACE MARK WAS FOUND
 BV1756'LEANING ON ITS SIDE AND THE DISK MISSING. THE MARK WAS REMOVED
 BV1756'FROM THE GROUND, A NEW DISK CEMENTED IN THE TOP AND PLACED IN
 BV1756'POSITION OVER THE UNDERGROUND MARK. R.M. NO. 3 WAS ESTABLISHED
 BV1756'AT THIS DATE, ON LINE WITH THE STATION AND R.M. NO. 1. THE AZIMUTH
 BV1756'MARK IS OBSTRUCTED FROM THE STATION BY A CHICKEN HOUSE. A
 BV1756'NEW DESCRIPTION FOLLOWS--
 BV1756'
 BV1756'THE STATION IS LOCATED ABOUT 3.5 MILES SW OF MAGEE AND 6 MILES SOUTH
 BV1756'OF SANATORIUM, IN THE NW 1/4 OF SEC. 14, T 10 N, R 18W, ON THE
 BV1756'PROPERTY OWNED BY MR. ZENO MANGRAN. IT IS IN A PASTURE JUST EAST OF
 BV1756'A GROUP OF CHICKEN HOUSES, 41 FEET N. OF THE CENTER OF THE
 BV1756'GRAVELED ROAD, 60 FEET E OF THE CENTER OF A DRIVEWAY LEADING TO
 BV1756'THE CHICKEN HOUSE, 90 FEET SE OF THE SE CORNER OF THE CHICKEN
 BV1756'HOUSE, 20 FEET N.  OF AN 8-INCH OAK TREE AND 20 FEET N. OF A METAL
 BV1756'WITNESS POST. IT IS A TRIANGULATION STATION DISK, STAMPED EASTMAN
 BV1756'1934 1967, PROJECTING 3 INCHES.
 BV1756'
 BV1756'REFERENCE MARK NO. 1 IS 146.65 FT. SE OF THE STATION, 30 FEET SOUTH
 BV1756'OF THE CENTER OF THE GRAVELED ROAD, 14 FEET S. OF A FENCE LINE AND
 BV1756'1 FT W. OF A METAL WITNESS POST. IT IS A REFERENCE MARK DISK,
 BV1756'STAMPED EASTMAN 1934 NO 1.
 BV1756'
 BV1756'REFERENCE MARK NO. 3 IS 47.58 FEET NW OF THE STATION AND ON LINE
 BV1756'WITH R.M. NO. 1, 65 FEET N. OF THE CENTER OF THE GRAVELED ROAD, 41
 BV1756'FEET N. OF A FENCE CORNER, 14 FT. E OF A 10-INCH PINE TREE, 43.5
 BV1756'FT.  SE OF THE SE CORNER OF THE CHICKEN HOUSE, 1 FT W. OF A FENCE
 BV1756'LINE AND 2 FT. N. OF A METAL WITNESS POST. A REFERENCE MARK DISK,
 BV1756'STAMPED EASTMAN 1934 NO 3 1967.
 BV1756'
 BV1756'THE AZIMUTH MARK IS 0.15 MILE NW OF THE STATION, NEAR THE SOUTH SIDE
 BV1756'OF A SMALL FENCED CEMETERY, 46.5 FEET SW OF THE SE CORNER OF THE
 BV1756'CEMETERY FENCE, 15 FT. S. OF A TRACK ROAD,
 BV1756'AND 4 FT. S. OF A FENCE. IT IS AN AZIMUTH MARK STAMPED EASTMAN
 BV1756'RESET 1947, PROJECTING 10 INCHES.
 BV1756'
 BV1756'TO REACH THE STATION FROM THE POST OFFICE IN MAGEE, GO SOUTH ON MAIN
 BV1756'AVE. FOR 0.65 MILE TO NEW U.S. HIGHWAY 49, TURN RIGHT, WEST, AND GO
 BV1756'0.35 MILE TO THE JUNCTION WITH STATE HIGHWAY 28, TURN LEFT AND GO
 BV1756'SOUTHWEST FOR 1.55 MILE TO THE JUNCTION WITH STATE HIGHWAY 541,
 BV1756'TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 541 FOR 1.6 MILE TO A
 BV1756'SIDE ROAD RIGHT, TURN RIGHT WEST, AND GO SOUTHWEST FOR 0.5 MILE
 BV1756'TO A FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO THE STATION ON THE
 BV1756'RIGHT.
 BV1756'
 BV1756'TO REACH AZIMUTH MARK FROM STATION GO NW ACROSS PASTURE FOR 0.15 MILE
 BV1756'TO A CEMETERY AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0958 ***********************************************************************
 DK0958  DESIGNATION -  EASTON BOLT
 DK0958  PID         -  DK0958
 DK0958  STATE/COUNTY-  MS/BOLIVAR
 DK0958  USGS QUAD   -  SCOTT (1972)
 DK0958
 DK0958                         *CURRENT SURVEY CONTROL
 DK0958  ___________________________________________________________________
 DK0958* NAD 83(1986)-  33 36 30.     (N)    091 07 19.     (W)     SCALED    
 DK0958* NAVD 88     -        42.10   (+/-2cm)     138.1    (feet)  VERTCON   
 DK0958  ___________________________________________________________________
 DK0958  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0958  VERT ORDER  -  ? (See Below)
 DK0958
 DK0958.The horizontal coordinates were scaled from a topographic map and have
 DK0958.an estimated accuracy of +/- 6 seconds.
 DK0958
 DK0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0958.The vertical order pertains to the NGVD 29 superseded value.
 DK0958
 DK0958.The geoid height was determined by GEOID03.
 DK0958
 DK0958;                    North         East    Units  Estimated Accuracy
 DK0958;SPC MS W     -   455,790.      626,810.      MT  (+/- 180 meters Scaled)
 DK0958
 DK0958                          SUPERSEDED SURVEY CONTROL
 DK0958
 DK0958  NGVD 29 (??/??/??)   42.179  (m)          138.38   (f) ADJUSTED    ?  
 DK0958
 DK0958.Superseded values are not recommended for survey control.
 DK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0958.See file dsdata.txt to determine how the superseded data were derived.
 DK0958
 DK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT742203(NAD 83)
 DK0958_MARKER: B = BOLT
 DK0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0958_SP_SET: TILE
 DK0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0958
 DK0958  HISTORY     - Date     Condition        Report By
 DK0958  HISTORY     - UNK      MONUMENTED       DOD
 DK0958  HISTORY     - 1934     GOOD             CGS
 DK0958
 DK0958                          STATION DESCRIPTION
 DK0958
 DK0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0958'2.5 MI SE FROM EUTAW.
 DK0958'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0958'THENCE ABOUT 2 MILES SOUTHEAST ALONG THE LEVEE, AT EASTON LANDING, ON
 DK0958'THE EASTON PLANTATION, 880.8 FEET NORTHWEST OF P.B.M. 24 M (U.S.E.),
 DK0958'DESCRIBED ABOVE, ABOUT 600 FEET SOUTHEAST OF A FORK IN THE LEVEE,
 DK0958'ABOUT 100 FEET WEST OF A CYPRESS BREAK, AND 25 FEET EAST OF A ROAD
 DK0958'LEADING TO EASTON AND MOUND LANDINGS.  A COPPER BOLT, SET IN THE TOP
 DK0958'OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0958'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0959 ***********************************************************************
 DK0959  DESIGNATION -  EASTON CAP
 DK0959  PID         -  DK0959
 DK0959  STATE/COUNTY-  MS/BOLIVAR
 DK0959  USGS QUAD   -  SCOTT (1972)
 DK0959
 DK0959                         *CURRENT SURVEY CONTROL
 DK0959  ___________________________________________________________________
 DK0959* NAD 83(1986)-  33 36 30.     (N)    091 07 19.     (W)     SCALED    
 DK0959* NAVD 88     -        43.29   (+/-2cm)     142.0    (feet)  VERTCON   
 DK0959  ___________________________________________________________________
 DK0959  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0959  VERT ORDER  -  ? (See Below)
 DK0959
 DK0959.The horizontal coordinates were scaled from a topographic map and have
 DK0959.an estimated accuracy of +/- 6 seconds.
 DK0959
 DK0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0959.The vertical order pertains to the NGVD 29 superseded value.
 DK0959
 DK0959.The geoid height was determined by GEOID03.
 DK0959
 DK0959;                    North         East    Units  Estimated Accuracy
 DK0959;SPC MS W     -   455,790.      626,810.      MT  (+/- 180 meters Scaled)
 DK0959
 DK0959                          SUPERSEDED SURVEY CONTROL
 DK0959
 DK0959  NGVD 29 (??/??/??)   43.368  (m)          142.28   (f) ADJUSTED    ?  
 DK0959
 DK0959.Superseded values are not recommended for survey control.
 DK0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0959.See file dsdata.txt to determine how the superseded data were derived.
 DK0959
 DK0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT742203(NAD 83)
 DK0959_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0959
 DK0959  HISTORY     - Date     Condition        Report By
 DK0959  HISTORY     - UNK      MONUMENTED       DOD
 DK0959  HISTORY     - 1934     GOOD             CGS
 DK0959
 DK0959                          STATION DESCRIPTION
 DK0959
 DK0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0959'2.5 MI SE FROM EUTAW.
 DK0959'ABOUT 0.5 MILE SOUTHWEST ALONG A ROAD FROM EUTAW, BOLIVAR COUNTY,
 DK0959'THENCE ABOUT 2 MILES SOUTHEAST ALONG THE LEVEE, AT EASTON LANDING, ON
 DK0959'THE EASTON PLANTATION, 880.8 FEET NORTHWEST OF P.B.M. 24 M (U.S.E.),
 DK0959'DESCRIBED ABOVE, ABOUT 600 FEET SOUTHEAST OF A FORK IN THE LEVEE,
 DK0959'ABOUT 100 FEET WEST OF A CYPRESS BREAK, AND 25 FEET EAST OF A ROAD
 DK0959'LEADING TO EASTON AND MOUND LANDINGS.  A COPPER BOLT, SET IN THE TOP
 DK0959'OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK0959'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0080 ***********************************************************************
 EG0080  DESIGNATION -  EASTPORT
 EG0080  PID         -  EG0080
 EG0080  STATE/COUNTY-  MS/TISHOMINGO
 EG0080  USGS QUAD   -  WATERLOO (1953)
 EG0080
 EG0080                         *CURRENT SURVEY CONTROL
 EG0080  ___________________________________________________________________
 EG0080* NAD 83(1993)-  34 53 11.23896(N)    088 07 12.42233(W)     ADJUSTED  
 EG0080* NAVD 88     -       204.370  (meters)     670.50   (feet)  ADJUSTED  
 EG0080  ___________________________________________________________________
 EG0080  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EG0080  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0080  DYNAMIC HT  -         204.179 (meters)     669.88  (feet)  COMP
 EG0080  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 EG0080
 EG0080  HORZ ORDER  -  FIRST
 EG0080  VERT ORDER  -  FIRST     CLASS II
 EG0080
 EG0080.The horizontal coordinates were established by classical geodetic methods
 EG0080.and adjusted by the National Geodetic Survey in May 1994.
 EG0080
 EG0080.The orthometric height was determined by differential leveling
 EG0080.and adjusted in June 1991.
 EG0080
 EG0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0080
 EG0080.The geoid height was determined by GEOID03.
 EG0080
 EG0080.The dynamic height is computed by dividing the NAVD 88
 EG0080.geopotential number by the normal gravity value computed on the
 EG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0080.degrees latitude (g = 980.6199 gals.).
 EG0080
 EG0080.The modeled gravity was interpolated from observed gravity values.
 EG0080
 EG0080;                    North         East     Units Scale Factor Converg.
 EG0080;SPC MS E     -   597,509.251   365,195.323   MT  1.00000237   +0 24 28.6
 EG0080;SPC MS E     - 1,960,328.27  1,198,144.99   sFT  1.00000237   +0 24 28.6
 EG0080;SPC AL W     -   542,022.228   543,315.931   MT  0.99997292   -0 21 16.9
 EG0080;UTM  16      - 3,861,023.793   397,644.176   MT  0.99972912   -0 38 26.6
 EG0080
 EG0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0080!SPC MS E     -   0.99997221  x   1.00000237  =   0.99997458
 EG0080!SPC AL W     -   0.99997221  x   0.99997292  =   0.99994513
 EG0080!UTM  16      -   0.99997221  x   0.99972912  =   0.99970134
 EG0080
 EG0080|---------------------------------------------------------------------|
 EG0080| PID    Reference Object                     Distance      Geod. Az  |
 EG0080|                                                           dddmmss.s |
 EG0080| EG0081 EASTPORT RM 1                        29.800 METERS 03647     |
 EG0080| EG1490 IUKA MUNICIPAL TANK                 APPROX.10.7 KM 2201849.4 |
 EG0080| EG0079 EASTPORT AZ MK                                     2270559.2 |
 EG0080| EG1495 AYER                                APPROX. 9.0 KM 2733231.4 |
 EG0080| EG0082 EASTPORT RM 2                        34.839 METERS 32600     |
 EG0080|---------------------------------------------------------------------|
 EG0080
 EG0080                          SUPERSEDED SURVEY CONTROL
 EG0080
 EG0080  NAD 83(1993)-  34 53 11.23920(N)    088 07 12.42197(W) AD(       ) 1
 EG0080  NAD 83(1986)-  34 53 11.24741(N)    088 07 12.42026(W) AD(       ) 1
 EG0080  NAD 27      -  34 53 10.93200(N)    088 07 12.28300(W) AD(       ) 1
 EG0080  NGVD 29 (??/??/92)  204.379  (m)          670.53   (f) ADJ UNCH    1 2
 EG0080
 EG0080.Superseded values are not recommended for survey control.
 EG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0080.See file dsdata.txt to determine how the superseded data were derived.
 EG0080
 EG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9764461024(NAD 83)
 EG0080_MARKER: DB = BENCH MARK DISK
 EG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0080_STAMPING: EASTPORT 1934
 EG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0080+STABILITY: SURFACE MOTION
 EG0080
 EG0080  HISTORY     - Date     Condition        Report By
 EG0080  HISTORY     - 1934     MONUMENTED       CGS
 EG0080  HISTORY     - 1950     GOOD             TVA
 EG0080  HISTORY     - 1962     GOOD             MSHD
 EG0080  HISTORY     - 1962     GOOD             MSHD
 EG0080  HISTORY     - 1971     GOOD             MSU
 EG0080  HISTORY     - 1979     GOOD             MSHD
 EG0080  HISTORY     - 19811001 GOOD             MSSU
 EG0080
 EG0080                          STATION DESCRIPTION
 EG0080
 EG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 EG0080'ABOUT 6.5 MILES NE BY N OF IUKA, MISS., 1.5 MILES NE OF EASTPORT
 EG0080'SCHOOL 1.25 MILES W
 EG0080'OF MISSISSIPPI-ALABAMA STATE LINE, 1 MILE S OF TENNESSEE
 EG0080'RIVER, 1 MILE W OF EASTPORT,
 EG0080'MISS., ON A THICKLY WOODED KNOB, AND ON
 EG0080'LAND OWNED BY J.C.  JOURDAN AND J.D.  WARE, OF
 EG0080'IUKA.  STATION IS ON
 EG0080'HIGHEST PART OF HILL, 35 FEET NE OF OLD EXCAVATED DITCH, 22 FEET
 EG0080'SE OF 6-INCH OAK
 EG0080'TREE WITH TRIANGULR BLAZE ON SW SIDE, AND 5 FEET NW OF
 EG0080'TRIPLE OAK STUMP.  SURFACE MARK
 EG0080'PROJECTS 6 INCHES ABOVE GROUND.
 EG0080'
 EG0080'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EG0080'BRONZE DISKS SET
 EG0080'IN CONCRETE.
 EG0080'
 EG0080'REFERENCE MARK NO. 1 IS 16 FEET SSE OF DOUBLE 10-INCH OAK TREE, 5
 EG0080'FEET W OF DOUBLE
 EG0080'6-INCH OAK TREE, AND 97.77 FEET FROM STATION N 36 DEG 47 MIN E.
 EG0080'
 EG0080'REFERENCE MARK NO. 2 IS 12 FEET NE OF DOUBLE 6-INCH WHITE OAK TREE,
 EG0080'AND 114.30 FEET
 EG0080'FROM STATION N 34 DEG 59 MIN W.
 EG0080'
 EG0080'REFERENCE MARKS PROJECT 8 INCHES ABOVE GROUND.
 EG0080'
 EG0080'AZIMUTH MARK, PROJECTING 4 INCHES ABOVE GROUND, IS 150 FEET SE OF
 EG0080'FENCE CORNER, 18
 EG0080'FEET E OF 12-INCH BLACK OAK TREE, 10 FEET SW OF
 EG0080'CENTER LINE OF TRAIL, AND ABOUT 0.1
 EG0080'MILE FROM STATION S 47 DEG 06 MIN W.
 EG0080'TO SEE AZIMUTH MARK FROM GROUND
 EG0080'SOME CLEARING
 EG0080'WILL BE NECESSARY.
 EG0080'
 EG0080'TO REACH FROM FIRST STREET N OF MAIN STREET IN IUKA, GO E 0.6 MILE TO
 EG0080'ROAD FORKS, TURN
 EG0080'LEFT, FOLLOW MAIN ROAD 3.1 MILES NORTHWARD TO FORKS
 EG0080'(1 MILE BEYOND SCHOOL AND CHURCH ON
 EG0080'LEFT), TURN RIGHT, FOLLOW MAIN
 EG0080'ROAD 2.5 MILES TO ROAD LEADING LEFT BETWEEN TWO PLANK
 EG0080'CULVERTS, TURN
 EG0080'LEFT ONTO THIS ROAD, GO 0.45 MILE TO T-ROAD, TURN RIGHT, FOLLOW MAIN
 EG0080'ROAD (KEEPING ON
 EG0080'TOP OF RIDGE) 0.5 MILE TO FORKS, TURN RIGHT,
 EG0080'CONTINUE ON RIDGE ROAD 0.85 MILE TO
 EG0080'BEGINNING OF DOWN GRADE, THEN GO
 EG0080'200 FEET TO RIGHT TO STATION.
 EG0080
 EG0080                          STATION RECOVERY (1950)
 EG0080
 EG0080'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (BHB)
 EG0080'STEEL POST WITH CONTROL MARKER SIGN SET 2 FEET W OF MARKER.
 EG0080'
 EG0080'DELETE- 0.5 MILE TO FORK, TURN RIGHT, CONTINUE ON ........., THEN GO
 EG0080'..........
 EG0080'
 EG0080'ADD- FOLLOW ROAD (KEEPING ON TOP OF RIDGE) TO FIRE TOWER.  MONUMENT
 EG0080'IS DIRECTLY UNDER
 EG0080'FIRE TOWER.
 EG0080'
 EG0080'AZIMUTH MARK IS 60 FEET E OF THE THIRD TELEPHONE POLE FROM THE FIRE
 EG0080'TOWER, IN THE NW
 EG0080'CORNER OF OLD FIELD.
 EG0080'
 EG0080'STEEL POST WITH CONTROL MARKER SIGN SET 2 FEET NW OF THE MARKER.
 EG0080
 EG0080                          STATION RECOVERY (1962)
 EG0080
 EG0080'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG0080'THE STATION WAS VISITED 2 - 13 - 62.  THE STATION, RM NO. 1, RM NO.
 EG0080'2, AND THE AZIMUTH MARK
 EG0080'WERE FOUND IN GOOD CONDITION.
 EG0080'
 EG0080'THE DESCRIPTION IS ADEQUATE.
 EG0080'
 EG0080'A LOOK OUT TOWER HAS BEEN BUILT DIRECTLY OVER THE STATION MARK.
 EG0080'
 EG0080'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION BECAUSE OF DENSE
 EG0080'WOODS.
 EG0080'
 EG0080'A NEW TO REACH FOLLOWS- TO REACH THE STATION FROM THE US POST OFFICE
 EG0080'IN IUKA, GO EAST
 EG0080'ON BLACKTOP ROAD FOR 0.6 MILE TO A FORK, TURN LEFT,
 EG0080'NORTH, AND GO 6.45 MILES TO A
 EG0080'GRAVEL ROAD ON THE LEFT, TURN LEFT, AND
 EG0080'GO 0.4 MILE NORTH UP STEEP HILL TO A TRACK ROAD
 EG0080'ON THE RIGHT.  TURN
 EG0080'RIGHT ON TRACK ROAD LEADING NORTHEAST, GO 0.7 MILE TO THE STATION.
 EG0080
 EG0080                          STATION RECOVERY (1962)
 EG0080
 EG0080'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0080'1.6 MI SW FROM EASTPORT LANDING.
 EG0080'FROM THE POST OFFICE IN IUKA, GO EAST ON A BLACKTOP ROAD FOR 0.6 MILE
 EG0080'TO A FORK, TURN LEFT, NORTH, GO 6.45 MILES TO A GRAVEL ROAD ON THE
 EG0080'LEFT, TURN LEFT AND GO 0.4 MILE UP A STEEP HILL TO A TRACK ROAD ON THE
 EG0080'RIGHT, TURN RIGHT AND GO NORTHEAST 0.85 MILE TO THE EASTPORT LOOKOUT
 EG0080'TOWER AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF
 EG0080'A 12 INCH ROUND CONCRETE POST.  IT IS LOCATED DIRECTLY BENEATH THE
 EG0080'EASTPORT LOOKOUT TOWER, AT THE INTERSECTED CENTER OF THE BASE, 2 FEET
 EG0080'EAST OF A METAL WITNESS POST AND PROJECTS 6 INCHES.
 EG0080
 EG0080                          STATION RECOVERY (1971)
 EG0080
 EG0080'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1971 (FWT)
 EG0080'EASTPORT 1934 RECOVERED GOOD - (DELETE OAK TREE AND STUMP).
 EG0080'
 EG0080'EASTPORT NO 1 1934 RECOVERED GOOD - PROJECTS 4 INCHES - 13 FEET EAST
 EG0080'OF 12 INCH CEDAR - (DELETE OAK 16 FEET AWAY).
 EG0080'
 EG0080'EASTPORT NO 2 1934 RECOVERED GOOD - 48 FEET NW OF 10 INCH OAK IN
 EG0080'CLEARING.
 EG0080'
 EG0080'EASTPORT AZIMUTH 1934 RECOVERED GOOD - 2 FEET SSE OF M.W.P.- 52 FEET
 EG0080'NNW OF FENCE CORNER - DELETE BLACK OAK.
 EG0080'
 EG0080'RECOVERED AS DESCRIBED WITH THE ABOVE EXCEPTIONS.
 EG0080'
 EG0080'RM NO. 1 IS 16.2 FEET EAST OF RM NO. 2.
 EG0080
 EG0080                          STATION RECOVERY (1979)
 EG0080
 EG0080'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0080'TO REACH FROM THE POST OFFICE IN IUKA GO EAST ON BLACKTOP ROAD FOR
 EG0080'0.6 MILE TO FORK. TURN LEFT (NORTH) ON EASTPORT ROAD FOR 6.45 MILES
 EG0080'TO A GRAVEL ROAD LEFT AND A HOUSE ON THE RIGHT. TURN LEFT UP HILL FOR
 EG0080'0.4 MILE TO SIDE WOODS ROAD RIGHT. TURN RIGHT ON WOODS ROAD AND GO
 EG0080'0.7 MILE TO TOP OF HILL AND STATION. IT IS CENTERED UNDER THE
 EG0080'EASTPORT LOOKOUT TOWER IN SECTION 22, RANGE 11E, TOWNSHIP 2 SOUTH.
 EG0080
 EG0080                          STATION RECOVERY (1981)
 EG0080
 EG0080'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0079 ***********************************************************************
 EG0079  DESIGNATION -  EASTPORT AZ MK
 EG0079  PID         -  EG0079
 EG0079  STATE/COUNTY-  MS/TISHOMINGO
 EG0079  USGS QUAD   -  WATERLOO (1953)
 EG0079
 EG0079                         *CURRENT SURVEY CONTROL
 EG0079  ___________________________________________________________________
 EG0079* NAD 83(1986)-  34 53 08.     (N)    088 07 17.     (W)     SCALED    
 EG0079* NAVD 88     -       192.458  (meters)     631.42   (feet)  ADJUSTED  
 EG0079  ___________________________________________________________________
 EG0079  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0079  DYNAMIC HT  -         192.279 (meters)     630.84  (feet)  COMP
 EG0079  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 EG0079
 EG0079  VERT ORDER  -  FIRST     CLASS II
 EG0079
 EG0079.The horizontal coordinates were scaled from a topographic map and have
 EG0079.an estimated accuracy of +/- 6 seconds.
 EG0079
 EG0079.The orthometric height was determined by differential leveling
 EG0079.and adjusted in June 1991.
 EG0079
 EG0079.The geoid height was determined by GEOID03.
 EG0079
 EG0079.The dynamic height is computed by dividing the NAVD 88
 EG0079.geopotential number by the normal gravity value computed on the
 EG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0079.degrees latitude (g = 980.6199 gals.).
 EG0079
 EG0079.The modeled gravity was interpolated from observed gravity values.
 EG0079
 EG0079;                    North         East    Units  Estimated Accuracy
 EG0079;SPC MS E     -   597,410.      365,080.      MT  (+/- 180 meters Scaled)
 EG0079
 EG0079                          SUPERSEDED SURVEY CONTROL
 EG0079
 EG0079  NGVD 29 (??/??/92)  192.467  (m)          631.45   (f) ADJ UNCH    1 2
 EG0079
 EG0079.Superseded values are not recommended for survey control.
 EG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0079.See file dsdata.txt to determine how the superseded data were derived.
 EG0079
 EG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD975609(NAD 83)
 EG0079_MARKER: DB = BENCH MARK DISK
 EG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0079_STAMPING: EASTPORT 1934
 EG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0079+STABILITY: SURFACE MOTION
 EG0079
 EG0079  HISTORY     - Date     Condition        Report By
 EG0079  HISTORY     - 1934     MONUMENTED       CGS
 EG0079  HISTORY     - 1962     GOOD             MSHD
 EG0079  HISTORY     - 1979     GOOD             MSHD
 EG0079  HISTORY     - 19811001 GOOD             MSSU
 EG0079
 EG0079                          STATION DESCRIPTION
 EG0079
 EG0079'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0079'1.6 MI SW FROM EASTPORT LANDING.
 EG0079'FROM EASTPORT LANDING, GO 1.6 MILES SOUTHWEST TO A GRAVEL ROAD RIGHT,
 EG0079'TURN RIGHT, NORTH, AND GO 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 EG0079'NORTHEAST, AND GO 0.7 MILE TO THE MARK ON THE RIGHT.  (THIS ROAD LEADS
 EG0079'TO THE EASTPORT LOOKOUT TOWER).  THE MARK IS A DISK SET IN THE TOP OF
 EG0079'A 12 INCH ROUND CONCRETE POST, STAMPED EASTPORT 1934.  IT IS 0.1 MILE
 EG0079'WEST OF THE EASTPORT FIRE TOWER, APPROXIMATELY 100 FEET SOUTHEAST OF
 EG0079'THE ROAD LEADING TO THE TOWER, AT THE NORTHEAST CORNER OF AN OLD
 EG0079'FIELD, 60 FEET EAST OF THE THIRD TELEPHONE POLE FROM THE FIRE TOWER, 2
 EG0079'FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD
 EG0079'AND PROJECTS 3 INCHES.
 EG0079
 EG0079                          STATION RECOVERY (1979)
 EG0079
 EG0079'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0079'THE MARK IS .15 MILE FROM LOOKOUT TOWER, 100. FT SE OF TRACK ROAD. TO
 EG0079'REACH FROM EASTPORT LANDING, GO 1.6 MILES SW ON ROAD TO IUKA TO A
 EG0079'SIDE ROAD RIGHT, TURN RIGHT AND GO N ON GRAVEL ROAD FOR 0.4 MILE TO A
 EG0079'TRACK ROAD RIGHT (THIS ROAD LEAD TO EASTPORT LOOKOUT TOWER) TURN
 EG0079'RIGHT AND GO 0.45 MILE TO MARK ON THE RIGHT. PROJECTS 3 INCHES.
 EG0079
 EG0079                          STATION RECOVERY (1981)
 EG0079
 EG0079'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0081 ***********************************************************************
 EG0081  DESIGNATION -  EASTPORT RM 1
 EG0081  PID         -  EG0081
 EG0081  STATE/COUNTY-  MS/TISHOMINGO
 EG0081  USGS QUAD   -  WATERLOO (1953)
 EG0081
 EG0081                         *CURRENT SURVEY CONTROL
 EG0081  ___________________________________________________________________
 EG0081* NAD 83(1986)-  34 53 10.     (N)    088 07 12.     (W)     SCALED    
 EG0081* NAVD 88     -       203.149  (meters)     666.50   (feet)  ADJUSTED  
 EG0081  ___________________________________________________________________
 EG0081  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0081  DYNAMIC HT  -         202.960 (meters)     665.88  (feet)  COMP
 EG0081  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 EG0081
 EG0081  VERT ORDER  -  FIRST     CLASS II
 EG0081
 EG0081.The horizontal coordinates were scaled from a topographic map and have
 EG0081.an estimated accuracy of +/- 6 seconds.
 EG0081
 EG0081.The orthometric height was determined by differential leveling
 EG0081.and adjusted in June 1991.
 EG0081
 EG0081.The geoid height was determined by GEOID03.
 EG0081
 EG0081.The dynamic height is computed by dividing the NAVD 88
 EG0081.geopotential number by the normal gravity value computed on the
 EG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0081.degrees latitude (g = 980.6199 gals.).
 EG0081
 EG0081.The modeled gravity was interpolated from observed gravity values.
 EG0081
 EG0081;                    North         East    Units  Estimated Accuracy
 EG0081;SPC MS E     -   597,470.      365,210.      MT  (+/- 180 meters Scaled)
 EG0081
 EG0081                          SUPERSEDED SURVEY CONTROL
 EG0081
 EG0081  NGVD 29 (??/??/92)  203.158  (m)          666.53   (f) ADJ UNCH    1 2
 EG0081
 EG0081.Superseded values are not recommended for survey control.
 EG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0081.See file dsdata.txt to determine how the superseded data were derived.
 EG0081
 EG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD976609(NAD 83)
 EG0081_MARKER: DB = BENCH MARK DISK
 EG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0081_STAMPING: EASTPORT NO. 1 1934
 EG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0081+STABILITY: SURFACE MOTION
 EG0081
 EG0081  HISTORY     - Date     Condition        Report By
 EG0081  HISTORY     - 1934     MONUMENTED       CGS
 EG0081  HISTORY     - 1962     GOOD             MSHD
 EG0081  HISTORY     - 19811001 MARK NOT FOUND   MSSU
 EG0081
 EG0081                          STATION DESCRIPTION
 EG0081
 EG0081'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0081'1.6 MI SW FROM EASTPORT LANDING.
 EG0081'FROM THE POST OFFICE IN IUKA, GO EAST ON A BLACKTOP ROAD FOR 0.6 MILE
 EG0081'TO A FORK, TURN LEFT, NORTH, GO 6.45 MILES TO A GRAVEL ROAD ON THE
 EG0081'LEFT, TURN LEFT, AND GO 0.4 MILE UP A STEEP HILL TO A TRACK ROAD ON
 EG0081'THE RIGHT, TURN RIGHT AND GO NORTHEAST 0.85 MILE TO THE EASTPORT
 EG0081'LOOKOUT TOWER AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN
 EG0081'THE TOP OF A 12 INCH ROUND CONCRETE POST.  IT IS 14 FEET SOUTHEAST OF
 EG0081'A 10 INCH CEDAR TREE, 55 FEET NORTHWEST OF A 12 INCH TWIN HICKORY, 7
 EG0081'FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE FOOTING, 97.8 FEET
 EG0081'NORTHWEST OF TRIANGULATION STATION EASTPORT, AND PROJECTS 6 INCHES.
 EG0081
 EG0081                          STATION RECOVERY (1981)
 EG0081
 EG0081'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0082 ***********************************************************************
 EG0082  DESIGNATION -  EASTPORT RM 2
 EG0082  PID         -  EG0082
 EG0082  STATE/COUNTY-  MS/TISHOMINGO
 EG0082  USGS QUAD   -  WATERLOO (1953)
 EG0082
 EG0082                         *CURRENT SURVEY CONTROL
 EG0082  ___________________________________________________________________
 EG0082* NAD 83(1986)-  34 53 10.     (N)    088 07 12.     (W)     SCALED    
 EG0082* NAVD 88     -       203.362  (meters)     667.20   (feet)  ADJUSTED  
 EG0082  ___________________________________________________________________
 EG0082  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG0082  DYNAMIC HT  -         203.172 (meters)     666.57  (feet)  COMP
 EG0082  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 EG0082
 EG0082  VERT ORDER  -  FIRST     CLASS II
 EG0082
 EG0082.The horizontal coordinates were scaled from a topographic map and have
 EG0082.an estimated accuracy of +/- 6 seconds.
 EG0082
 EG0082.The orthometric height was determined by differential leveling
 EG0082.and adjusted in June 1991.
 EG0082
 EG0082.The geoid height was determined by GEOID03.
 EG0082
 EG0082.The dynamic height is computed by dividing the NAVD 88
 EG0082.geopotential number by the normal gravity value computed on the
 EG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0082.degrees latitude (g = 980.6199 gals.).
 EG0082
 EG0082.The modeled gravity was interpolated from observed gravity values.
 EG0082
 EG0082;                    North         East    Units  Estimated Accuracy
 EG0082;SPC MS E     -   597,470.      365,210.      MT  (+/- 180 meters Scaled)
 EG0082
 EG0082                          SUPERSEDED SURVEY CONTROL
 EG0082
 EG0082  NGVD 29 (??/??/92)  203.371  (m)          667.23   (f) ADJ UNCH    1 2
 EG0082
 EG0082.Superseded values are not recommended for survey control.
 EG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0082.See file dsdata.txt to determine how the superseded data were derived.
 EG0082
 EG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD976609(NAD 83)
 EG0082_MARKER: DB = BENCH MARK DISK
 EG0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0082_STAMPING: EASTPORT NO. 2 1934
 EG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0082+STABILITY: SURFACE MOTION
 EG0082
 EG0082  HISTORY     - Date     Condition        Report By
 EG0082  HISTORY     - 1934     MONUMENTED       CGS
 EG0082  HISTORY     - 1962     GOOD             MSHD
 EG0082  HISTORY     - 19811001 GOOD             MSSU
 EG0082
 EG0082                          STATION DESCRIPTION
 EG0082
 EG0082'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0082'1.6 MI SW FROM EASTPORT LANDING.
 EG0082'FROM THE POST OFFICE IN IUKA, GO EAST ON A BLACKTOP ROAD FOR 0.6 MILE
 EG0082'TO A FORK, TURN LEFT AND GO 6.45 MILES TO A GRAVEL ROAD ON THE LEFT,
 EG0082'TURN LEFT AND GO 0.4 MILE UP A STEEP HILL TO A TRACK ROAD ON THE
 EG0082'RIGHT, TURN RIGHT AND GO NORTHEAST 0.85 MILE TO THE EASTPORT LOOKOUT
 EG0082'TOWER AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF
 EG0082'A 12 INCH ROUND CONCRETE POST.  IT IS 114.3 FEET NORTHWEST OF
 EG0082'TRIANGULATION STATION EASTPORT, 25 FEET NORTH OF A 10 INCH HICKORY
 EG0082'TREE, 19 FEET WEST OF THE CENTER OF THE ROAD, 14 FEET SOUTHEAST OF AN
 EG0082'8 INCH TWIN OAK TREE, ABOUT LEVEL WITH THE ROAD AND PROJECTS 10
 EG0082'INCHES.
 EG0082
 EG0082                          STATION RECOVERY (1981)
 EG0082
 EG0082'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2509 ***********************************************************************
 CP2509  DESIGNATION -  EBENEZER
 CP2509  PID         -  CP2509
 CP2509  STATE/COUNTY-  MS/HOLMES
 CP2509  USGS QUAD   -  EBENEZER (1964)
 CP2509
 CP2509                         *CURRENT SURVEY CONTROL
 CP2509  ___________________________________________________________________
 CP2509* NAD 83(1993)-  32 58 25.06498(N)    090 06 20.53753(W)     ADJUSTED  
 CP2509* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CP2509  ___________________________________________________________________
 CP2509  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CP2509  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CP2509  HORZ ORDER  -  FIRST
 CP2509
 CP2509.The horizontal coordinates were established by classical geodetic methods
 CP2509.and adjusted by the National Geodetic Survey in May 1994.
 CP2509
 CP2509.The orthometric height was scaled from a topographic map.
 CP2509
 CP2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2509
 CP2509.The geoid height was determined by GEOID03.
 CP2509
 CP2509;                    North         East     Units Scale Factor Converg.
 CP2509;SPC MS W     -   385,137.877   721,277.897   MT  0.99995558   +0 07 26.0
 CP2509;SPC MS W     - 1,263,573.18  2,366,392.57   sFT  0.99995558   +0 07 26.0
 CP2509;UTM  15      - 3,652,083.827   770,500.642   MT  1.00050230   +1 34 34.3
 CP2509
 CP2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2509!SPC MS W     -   0.99998447  x   0.99995558  =   0.99994005
 CP2509!UTM  15      -   0.99998447  x   1.00050230  =   1.00048676
 CP2509
 CP2509:                Primary Azimuth Mark                     Grid Az
 CP2509:SPC MS W     -  EBENEZER AZ MK                           075 16 25.0
 CP2509:UTM  15      -  EBENEZER AZ MK                           073 49 16.7
 CP2509
 CP2509|---------------------------------------------------------------------|
 CP2509| PID    Reference Object                     Distance      Geod. Az  |
 CP2509|                                                           dddmmss.s |
 CP2509| CY3499 EBENEZER AZ MK                                     0752351.0 |
 CP2509| CO1450 PICKENS NE MUNICIPAL TANK           APPROX.15.8 KM 1260442.4 |
 CP2509| CO1455 PICKENS SW MUNICIPAL TANK           APPROX.15.9 KM 1284756.4 |
 CP2509| CP2507 TEXAS E TRANSM CORP MICROWAVE       APPROX.10.4 KM 1300042.1 |
 CP2509| CP2513 SOUTHERN NATL GAS CO RAD MAST       APPROX.13.5 KM 1451221.9 |
 CP2509| CY3500 EBENEZER RM 1                        38.295 METERS 19929     |
 CP2509| CP2520 ZEIGLER                             APPROX. 9.4 KM 2652802.4 |
 CP2509| CY3501 EBENEZER RM 2                        54.385 METERS 29943     |
 CP2509|---------------------------------------------------------------------|
 CP2509
 CP2509                          SUPERSEDED SURVEY CONTROL
 CP2509
 CP2509  NAD 83(1986)-  32 58 25.07715(N)    090 06 20.53383(W) AD(       ) 1
 CP2509  NAD 27      -  32 58 24.60760(N)    090 06 20.22380(W) AD(       ) 1
 CP2509
 CP2509.Superseded values are not recommended for survey control.
 CP2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2509.See file dsdata.txt to determine how the superseded data were derived.
 CP2509
 CP2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS7050152084(NAD 83)
 CP2509_MARKER: DS = TRIANGULATION STATION DISK
 CP2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2509+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CP2509
 CP2509  HISTORY     - Date     Condition        Report By
 CP2509  HISTORY     - 1958     MONUMENTED       CGS
 CP2509  HISTORY     - 1959     GOOD             CGS
 CP2509  HISTORY     - 1972     GOOD             MSHD
 CP2509  HISTORY     - 20071110 GOOD             MSSU
 CP2509
 CP2509                          STATION DESCRIPTION
 CP2509
 CP2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2509'STATION IS ABOUT 11 MILES WEST OF GOODMAN, 9 MILES SOUTH AND
 CP2509'3 MILES WEST OF LEXINGTON, IN ABOUT THE CENTER, NEAR THE LINE
 CP2509'BETWEEN SECTIONS 16 AND 17, T 13 N, R 2 E.  ON LAND OWNED
 CP2509'BY MRS. LOCKENVITZ JOHNSON TATE, WHO LIVES IN THE FIRST
 CP2509'HOUSE WEST OF THE STATION ON THE NORTH SIDE OF THE ROAD.
 CP2509'
 CP2509'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 CP2509'14 IN THE WESTERN EDGE OF GOODMAN, GO WEST ON STATE HIGHWAY 14
 CP2509'FOR 4.55 MILES TO THE JUNCTION OF STATE HIGHWAYS 14 AND 17,
 CP2509'TURN LEFT, SOUTH, ON STATE HIGHWAYS 14 AND 17 FOR 0.55 MILE
 CP2509'TO THE JUNCTION OF STATE HIGHWAYS 14 AND 17, TURN RIGHT, WEST,
 CP2509'ON STATE HIGHWAY 14 FOR 6.35 MILES TO CROSSROADS AT EBENEZER,
 CP2509'CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR 0.8 MILE TO THE
 CP2509'AZIMUTH MARK ON THE RIGHT, CONTINUE 0.1 MILE TO FORKS, TAKE
 CP2509'LEFT FORK, WESTERLY, FOR 0.45 MILE TO A TRACK ROAD LEFT AT
 CP2509'BOARD GATE AND A WIRE GATE JUST WEST OF THE BOARD GATE,
 CP2509'ENTER PASTURE THROUGH WIRE GATE AND FOLLOW NORTH-SOUTH FENCE
 CP2509'FOR 168 FEET TO A OAK TREE WITH A TRIANGLE BLAZE ON THE LEFT
 CP2509'AND STATION ON THE RIGHT.
 CP2509'
 CP2509'STATION MARKS ARE STANDARD DISKS, STAMPED EBENEZER 1958.  SURFACE
 CP2509'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP2509'PROJECTING 6 INCHES.  IT IS 168 FEET SOUTH OF EAST-WEST GRADED
 CP2509'ROAD CENTER, 127 FEET NORTH-NORTHEAST OF A POWERLINE POLE,
 CP2509'18 FEET WEST OF A 12 INCH OAK TREE WITH TRIANGLE BLAZE ON THE
 CP2509'WEST SIDE AND 17 FEET WEST OF THE NORTH-SOUTH FENCE.  A 4 IN
 CP2509'X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 CP2509'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2509'34 INCHES BELOW THE GROUND SURFACE.
 CP2509'
 CP2509'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EBENEZER NO 1
 CP2509'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 CP2509'PROJECTING 7 INCHES.  IT IS 291 FEET SOUTH-SOUTHWEST OF THE
 CP2509'EAST-WEST GRADED ROAD CENTER, 137 FEET SOUTH-SOUTHWEST OF THE
 CP2509'TRIANGLE BLAZED TREE, 59 FEET WEST OF THE NORTH-SOUTH FENCE
 CP2509'LINE AND 1 FOOT NORTH OF THE POWERLINE POLE.
 CP2509'
 CP2509'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EBENEZER NO 2 1958,
 CP2509'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6
 CP2509'INCHES.  IT IS 238 FEET NORTHWEST OF THE POWERLINE POLE, 191
 CP2509'FEET WEST-NORTHWEST OF THE TREE WITH TRIANGLE BLAZE AND 16
 CP2509'FEET SOUTH OF THE EAST-WEST GRADED ROAD CENTER.
 CP2509'
 CP2509'AZIMUTH MARK IS A STANDARD DISK, STAMPED EBENEZER 1958, SET
 CP2509'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 CP2509'5 INCHES.  IT IS 89 FEET NORTHWEST OF THE NORTHWEST CORNER
 CP2509'OF A WHITE FRAME HOUSE, 17 FEET EAST-NORTHEAST OF THE GRADED
 CP2509'ROAD CENTER AND 1 FOOT WEST OF A NORTH-SOUTH RIGHT-OF-WAY
 CP2509'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH
 CP2509'OF THE MARK.
 CP2509'
 CP2509'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CP2509
 CP2509                          STATION RECOVERY (1959)
 CP2509
 CP2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2509'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CP2509'FOUND IN GOOD CONDITION.
 CP2509'
 CP2509'THE FOLLOWING CORRECTIONS SHOULD BE NOTED--
 CP2509'
 CP2509'THE STATION MARK IS 173 FEET SOUTH OF EAST-WEST GRADED ROAD
 CP2509'CENTER.
 CP2509'
 CP2509'REFERENCE MARK 1 IS 254 FEET SOUTH OF THE EAST-WEST GRADED ROAD
 CP2509'CENTER.
 CP2509'
 CP2509'REFERENCE MARK 2 IS 238 FEET NORTH-NORTHWEST OF THE POWERLINE
 CP2509'POLE, 191 FEET NORTHWEST OF THE TREE WITH TRIANGLE BLAZE.
 CP2509'
 CP2509'AZIMUTH MARK IS 94 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE
 CP2509'FRAME HOUSE.
 CP2509
 CP2509                          STATION RECOVERY (1972)
 CP2509
 CP2509'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 CP2509'THE STATION WAS VISITED 10-4-72 AND THE STATION MARK, R.M. NO 1,
 CP2509'R.M. NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2509'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CP2509'
 CP2509'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHWEST OF LEXINGTON,
 CP2509'11.2 MILES WEST OF GOODMAN, 1 MILE WEST OF THE COMMUNITY
 CP2509'OF EBENEZER IN A PASTURE OWNED BY MRS. LOCKENVITZ TATE NEAR
 CP2509'THE CENTER OF THE EAST SIDE OF SECTION 17, T 13 N, R 2 E.
 CP2509'IT IS 173 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 35
 CP2509'FEET WEST OF THE CENTER OF A TRACK ROAD OF THE EAST SIDE OF
 CP2509'THE FENCE, 127 FEET NORTH-NORTHEAST OF A POWER POLE NO. 11,
 CP2509'17 FEET WEST OF A 14 INCH TRIANGULAR BLAZED OAK IN A FENCE
 CP2509'LINE, 69.5 FEET NORTH-NORTHWEST OF A 24 INCH OAK, 16 FEET
 CP2509'EAST OF THE CENTER OF A DIM TRACK ROAD, AND 1 FOOT SOUTH
 CP2509'OF A METAL WITNESS POST.
 CP2509'
 CP2509'IT IS A TRIANGULATION DISK, STAMPED EBENEZER 1958 PROJECTING
 CP2509'5 INCHES.
 CP2509'
 CP2509'REFERENCE MARK NO 1 IS 125.64 FEET SOUTH-SOUTHWEST OF THE
 CP2509'STATION.  IT IS 254 FEET SOUTH OF THE CENTER OF A GRAVELED
 CP2509'ROAD, 59 FEET WEST OF A FENCE, 73.5 FEET SOUTHWEST OF A 24 INCH
 CP2509'OAK, 101.5 FEET EAST OF A 9 INCH TRIPPLE GUM AND 1.5 FEET
 CP2509'NORTH OF A POWER POLE NO. 11.  IT IS A REFERENCE MARK DISK,
 CP2509'STAMPED EBENEZER NO 1 1958 PROJECTING 7 INCHES.
 CP2509'
 CP2509'REFERENCE MARK NO 2 IS 178.43 FEET NORTHWEST OF THE STATION.
 CP2509'IT IS 21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 238 FEET
 CP2509'NORTHWEST OF A POWER POLE NO. 11, 145 FEET WEST OF A 24 INCH
 CP2509'OAK, 1.5 FEET SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL
 CP2509'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED EBENEZER NO
 CP2509'2 1958 PROJECTING 5 INCHES.
 CP2509'
 CP2509'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF THE CENTER OF A BLACK
 CP2509'TOP ROAD, 18 FEET NORTHEAST OF THE CENTER OF THE OLD ROAD,
 CP2509'66 FEET NORTHWEST OF THE PROJECTED PLANE OF THE NORTHWEST WALL
 CP2509'OF A FRAME HOUSE, 35 FEET SOUTHEAST OF A 10 INCH ELM, AND 1 FOOT
 CP2509'SOUTHWEST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 CP2509'DISK, STAMPED EBENEZER 383 FT. 1958 PROJECTING 6 INCHES.
 CP2509'
 CP2509'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CP2509'14 AND U.S. HIGHWAY 51 IN GOODMAN GO WEST ON STATE HIGHWAY 14
 CP2509'FOR 3.1 MILES TO THE BRIDGE OVER I-55.  CONTINUE WEST ON STATE
 CP2509'HIGHWAY 14 FOR 1.3 MILES TO A T INTERSECTION.  TURN LEFT AND
 CP2509'GO SOUTH ON STATE HIGHWAY 17 FOR 0.55 MILES TO A SIDE ROAD RIGHT.
 CP2509'TURN RIGHT AND GO WEST ON STATE HIGHWAY 14 FOR 6.2 MILES TO THE
 CP2509'CROSSROAD AT EBENEZER.  CONTINUE WEST ON A BLACK TOP ROAD FOR
 CP2509'0.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  TO REACH THE
 CP2509'STATION CONTINUE NORTHWEST ON A BLACK TOP ROAD FOR 0.1 MILES
 CP2509'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED
 CP2509'ROAD FOR 0.4 MILES TO A METAL GATE AND A GAP AND THE STATION
 CP2509'ON THE LEFT.
 CP2509'
 CP2509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CP2509'SOUTH-SOUTHWEST OF LEXINGTON
 CP2509
 CP2509                          STATION RECOVERY (2007)
 CP2509
 CP2509'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (SLH)
 CP2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ6050 ***********************************************************************
 AJ6050  DESIGNATION -  ECCC
 AJ6050  PID         -  AJ6050
 AJ6050  STATE/COUNTY-  MS/NEWTON
 AJ6050  USGS QUAD   -  DECATUR (1966)
 AJ6050
 AJ6050                         *CURRENT SURVEY CONTROL
 AJ6050  ___________________________________________________________________
 AJ6050* NAD 83(2007)-  32 26 54.79014(N)    089 06 46.27292(W)     ADJUSTED  
 AJ6050* NAVD 88     -              **(meters)            **(feet)            
 AJ6050  ___________________________________________________________________
 AJ6050  EPOCH DATE  -        2002.00
 AJ6050  X           -      83,416.560 (meters)                     COMP
 AJ6050  Y           -  -5,386,974.287 (meters)                     COMP
 AJ6050  Z           -   3,402,564.146 (meters)                     COMP
 AJ6050  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AJ6050  ELLIP HEIGHT-         100.841 (meters)          (02/10/07) ADJUSTED
 AJ6050  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AJ6050
 AJ6050  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6050  Type    PID    Designation                      North   East  Ellip
 AJ6050  -------------------------------------------------------------------
 AJ6050  NETWORK AJ6050 ECCC                              1.25   1.04   2.41
 AJ6050  -------------------------------------------------------------------
 AJ6050
 AJ6050.The horizontal coordinates were established by GPS observations
 AJ6050.and adjusted by the National Geodetic Survey in February 2007.
 AJ6050
 AJ6050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6050.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6050.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6050.The epoch date for horizontal control is a decimal equivalence
 AJ6050.of Year/Month/Day.
 AJ6050
 AJ6050
 AJ6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6050
 AJ6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6050
 AJ6050.The ellipsoidal height was determined by GPS observations
 AJ6050.and is referenced to NAD 83.
 AJ6050
 AJ6050.The geoid height was determined by GEOID03.
 AJ6050
 AJ6050;                    North         East     Units Scale Factor Converg.
 AJ6050;SPC MS E     -   326,921.566   273,717.917   MT  0.99995851   -0 08 59.9
 AJ6050;SPC MS E     - 1,072,575.17    898,022.87   sFT  0.99995851   -0 08 59.9
 AJ6050;UTM  16      - 3,592,121.532   301,388.126   MT  1.00008645   -1 08 02.4
 AJ6050
 AJ6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6050!SPC MS E     -   0.99998417  x   0.99995851  =   0.99994268
 AJ6050!UTM  16      -   0.99998417  x   1.00008645  =   1.00007062
 AJ6050
 AJ6050|---------------------------------------------------------------------|
 AJ6050| PID    Reference Object                     Distance      Geod. Az  |
 AJ6050|                                                           dddmmss.s |
 AJ6050| AJ6049 SUTPHIN                             257.585 METERS 18451     |
 AJ6050|---------------------------------------------------------------------|
 AJ6050
 AJ6050                          SUPERSEDED SURVEY CONTROL
 AJ6050
 AJ6050  ELLIP H (03/26/02)  100.856  (m)                       GP(       ) 4 2
 AJ6050  NAD 83(1993)-  32 26 54.79009(N)    089 06 46.27337(W) AD(       ) A
 AJ6050  ELLIP H (09/06/01)  100.856  (m)                       GP(       ) 4 1
 AJ6050
 AJ6050.Superseded values are not recommended for survey control.
 AJ6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6050.See file dsdata.txt to determine how the superseded data were derived.
 AJ6050
 AJ6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA0138892122(NAD 83)
 AJ6050_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6050_STAMPING: ECCC 2001
 AJ6050_MARK LOGO: NGS   
 AJ6050_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6050+STABILITY: SURFACE MOTION
 AJ6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6050+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6050
 AJ6050  HISTORY     - Date     Condition        Report By
 AJ6050  HISTORY     - 2001     MONUMENTED       NGS
 AJ6050
 AJ6050                          STATION DESCRIPTION
 AJ6050
 AJ6050'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AJ6050'STATION ECCC IS LOCATED ON THE CAMPUS OF EAST CENTRAL COMMUNITY
 AJ6050'COLLEGE ON THE WEST EDGE OF DECATUR, MS.  TO REACH THE STATION FROM
 AJ6050'THE POST OFFICE IN DECATUR, PULL OUT ONTO FOURTH AVE, LEFT, AND
 AJ6050'PROCEED SOUTH ABOUT 250 FT (76.2 M) TO A 4-WAY STOP AT W.  BROAD ST.
 AJ6050'TURN LEFT ONTO WEST BROAD ST.  AND PROCEED EAST 0.1 MI (0.2 KM) TO THE
 AJ6050'TRAFFIC LIGHT AT THE INTERSECTION WITH HWY 15.  TURN LEFT AND DRIVE
 AJ6050'NORTH ON RTE 15 FOR 0.4 MI (0.6 KM) TO AN UNMARKED PAVED SIDE ROAD
 AJ6050'LEFT, OPPOSITE A CEMETARY ENTRANCE ON THE RIGHT, EAST, SIDE OF THE HWY
 AJ6050'AND JUST NORTH PAST THE NATIONAL GUARD ARMORY AND THE MISSISSIPPI
 AJ6050'STATE DEPT.  OF HEALTH OFFICES, BOTH ON THE WEST SIDE OF HWY 15.  TURN
 AJ6050'LEFT, WEST, ON THE SIDE ROAD AND CONTINUE WESTERLY 0.17 MI (0.27 KM)
 AJ6050'ALONG A PAVED ROAD TO A SHARP CURVE TO THE SOUTH AND THE ENTRANCE TO A
 AJ6050'PARKING LOT TO THE NORTH.  TURN RIGHT AND DRIVE UP THE INCLINE INTO A
 AJ6050'SMALL PAVED PARKING LOT SERVING A WALKING TRACK AND A POND.  CONTINUE
 AJ6050'NORTHERLY OFF THE PAVEMENT ON A TRACK ROAD RUNNING EAST OF THE PAVED
 AJ6050'WALKING TRACK AND WEST OF THE FENCED SOCCER FIELD FOR 0.2 MI (0.3 KM)
 AJ6050'TO THE STATION ON THE LEFT.  THE STATION IS 110 FT (33.5 M) SSE OF A 3
 AJ6050'FT (0.9 M) DIAMETER SWEET GUM TREE, 20 FT (6.1 M) WSW OF THE
 AJ6050'CENTERLINE OF THE TRACK ROAD, AND ABOUT 843 FT (256.9 M) NORTH OF
 AJ6050'STATION SUTPHIN.  THE STATION MARK IS AN NGS DISK SET IN THE TOP OF A
 AJ6050'1 FT (0.3 M) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1589 ***********************************************************************
 EG1589  DESIGNATION -  ECRU MICROWAVE MAST
 EG1589  PID         -  EG1589
 EG1589  STATE/COUNTY-  MS/PONTOTOC
 EG1589  USGS QUAD   -  NORTHEAST PONTOTOC (1980)
 EG1589
 EG1589                         *CURRENT SURVEY CONTROL
 EG1589  ___________________________________________________________________
 EG1589* NAD 83(1993)-  34 21 44.99222(N)    088 57 44.80789(W)     ADJUSTED  
 EG1589* NAVD 88     -              **(meters)            **(feet)            
 EG1589  ___________________________________________________________________
 EG1589  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EG1589  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EG1589  HORZ ORDER  -  THIRD
 EG1589
 EG1589.The horizontal coordinates were established by classical geodetic methods
 EG1589.and adjusted by the National Geodetic Survey in May 1994.
 EG1589
 EG1589
 EG1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1589
 EG1589.The geoid height was determined by GEOID03.
 EG1589
 EG1589;                    North         East     Units Scale Factor Converg.
 EG1589;SPC MS E     -   539,163.074   288,123.392   MT  0.99995174   -0 04 22.4
 EG1589;SPC MS E     - 1,768,904.19    945,284.83   sFT  0.99995174   -0 04 22.4
 EG1589;UTM  16      - 3,804,095.034   319,532.843   MT  1.00000146   -1 06 28.6
 EG1589
 EG1589                          SUPERSEDED SURVEY CONTROL
 EG1589
 EG1589  NAD 83(1993)-  34 21 45.00395(N)    088 57 44.80643(W) AD(       ) 4
 EG1589  NAD 83(1986)-  34 21 45.00393(N)    088 57 44.80592(W) AD(       ) 4
 EG1589  NAD 27      -  34 21 44.63424(N)    088 57 44.57947(W) AD(       ) 3
 EG1589
 EG1589.Superseded values are not recommended for survey control.
 EG1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1589.See file dsdata.txt to determine how the superseded data were derived.
 EG1589
 EG1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1953304095(NAD 83)
 EG1589_MARKER: 44 = MICROWAVE MAST
 EG1589
 EG1589  HISTORY     - Date     Condition        Report By
 EG1589  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1589  HISTORY     - 1970     GOOD             NGS
 EG1589  HISTORY     - 1979     GOOD             MSHD
 EG1589
 EG1589                          STATION DESCRIPTION
 EG1589
 EG1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1589'STATION IS LOCATED ABOUT 3.5 MILES EAST-NORTHEAST OF ECRU.
 EG1589'
 EG1589'TO REACH FROM THE POST OFFICE IN ECRU, GO EAST ON SURFACED ROAD 2.35
 EG1589'MILE TO FOR, KEEP
 EG1589'LEFT AND GO EASTERLY FOR 0.2 MILE TO SIDE ROAD
 EG1589'LEFT, TURN LEFT AND FOLLOW SURFACED
 EG1589'ROAD NORTHERLY 0.25 MILE TO THE
 EG1589'CHERRY CREEK BAPTIST CHURCH ON LEFT.  CONTINUE
 EG1589'NORTHEAST 0.1 MILE TO
 EG1589'SIDE ROAD LEFT, KEEP STRAIGHT AHEAD EAST AND FOLLOW WINDING MAIN
 EG1589'ROAD 1.5 MILES
 EG1589'TOSIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH 0.1 MILE TO
 EG1589'STATION AS DESCRIBED.
 EG1589'
 EG1589'THE MAST IS APPROXIMATELY 290 FEET HIGH, IS PAINTED RED AND WHITE,
 EG1589'HAS A FLASHING RED
 EG1589'LIGHT ON TOP AND HAS TWO REFLECTORS CLOSE TO TOP
 EG1589'OF MAST.
 EG1589'
 EG1589'POINT INTERSECTED WAS TOP AND CENTER.
 EG1589
 EG1589                          STATION RECOVERY (1970)
 EG1589
 EG1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1589'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED.
 EG1589
 EG1589                          STATION RECOVERY (1979)
 EG1589
 EG1589'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1589'THE STATION SITE WAS VISITED 2-20-79 AND THE MAST WAS FOUND TO BE
 EG1589'STANDING AND IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION IS
 EG1589'CORRECT.
 EG1589'
 EG1589'THE STATION IS LOCATED 3.8 MILES EAST-NORTHEAST OF ECRU ABOUT 100
 EG1589'YARDS SOUTH OF A COUNTY ROAD, 7 MILES WEST OF SHERMAN IN THE
 EG1589'NORTHWEST CORNER OF SECTION 26, T 8S, R 3E.  TO REACH FROM THE POST
 EG1589'OFFICE IN ECRU GO EAST ON STATE HIGHWAY 345 FOR 2.45 MILES TO A
 EG1589'FORK.  TAKE THE LEFT FORK AND GO EAST ON A PAVED ROAD FOR 0.15
 EG1589'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON A PAVED
 EG1589'ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT ON THE EAST SIDE OF THE
 EG1589'CHEERY CREEK BAPTIST CHURCH CEMETERY.  CONTINUE EAST ON A
 EG1589'GRAVELED ROAD FOR 1.5 MILES TO A DRIVEWAY AND THE MARK ON THE
 EG1589'RIGHT.
 EG1589'
 EG1589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 EG1589'EAST-NORTHEAST OF ECRU.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1718 ***********************************************************************
 EG1718  DESIGNATION -  ECRU MUNICIPAL TANK
 EG1718  PID         -  EG1718
 EG1718  STATE/COUNTY-  MS/PONTOTOC
 EG1718  USGS QUAD   -  NORTHWEST PONTOTOC (1980)
 EG1718
 EG1718                         *CURRENT SURVEY CONTROL
 EG1718  ___________________________________________________________________
 EG1718* NAD 83(1993)-  34 21 18.61242(N)    089 01 15.59020(W)     ADJUSTED  
 EG1718* NAVD 88     -              **(meters)            **(feet)            
 EG1718  ___________________________________________________________________
 EG1718  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EG1718  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EG1718  HORZ ORDER  -  THIRD
 EG1718
 EG1718.The horizontal coordinates were established by classical geodetic methods
 EG1718.and adjusted by the National Geodetic Survey in May 1994.
 EG1718
 EG1718
 EG1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1718
 EG1718.The geoid height was determined by GEOID03.
 EG1718
 EG1718;                    North         East     Units Scale Factor Converg.
 EG1718;SPC MS E     -   538,358.660   282,736.048   MT  0.99995367   -0 06 21.3
 EG1718;SPC MS E     - 1,766,265.04    927,609.85   sFT  0.99995367   -0 06 21.3
 EG1718;UTM  16      - 3,803,388.021   314,131.519   MT  1.00002585   -1 08 26.9
 EG1718
 EG1718                          SUPERSEDED SURVEY CONTROL
 EG1718
 EG1718  NAD 83(1986)-  34 21 18.62399(N)    089 01 15.58810(W) AD(       ) 4
 EG1718  NAD 27      -  34 21 18.24809(N)    089 01 15.35792(W) AD(       ) 3
 EG1718
 EG1718.Superseded values are not recommended for survey control.
 EG1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1718.See file dsdata.txt to determine how the superseded data were derived.
 EG1718
 EG1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1413203388(NAD 83)
 EG1718_MARKER: 53 = ELEVATED TANK
 EG1718
 EG1718  HISTORY     - Date     Condition        Report By
 EG1718  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1718  HISTORY     - 1970     GOOD             NGS
 EG1718  HISTORY     - 1979     GOOD             MSHD
 EG1718  HISTORY     - 20041016 GOOD             MSSU
 EG1718
 EG1718                          STATION DESCRIPTION
 EG1718
 EG1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1718'STATION IS LOCATED IN THE NORTHEAST EDGE OF ECRU AND IS 0.1 MILE
 EG1718'SOUTHEAST OF ECRU
 EG1718'CEMETERY.
 EG1718'
 EG1718'TO REACH FROM MAIN STREET AND HIGHLAND AVENUE IN ECRU, GO NORTH ON
 EG1718'HIGHLAND AVENUE
 EG1718'FOR 0.35 MILE TO STATION ON RIGHT AS DESCRIBED.
 EG1718'
 EG1718'THE TANK IS 140 FEET HIGH, IS PAINTED SILVER AND IS SUPPORTED BY 4
 EG1718'LEGS.
 EG1718'
 EG1718'POINT INTERSECTED WAS TOP AND CENTER.
 EG1718
 EG1718                          STATION RECOVERY (1970)
 EG1718
 EG1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1718'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED.
 EG1718
 EG1718                          STATION RECOVERY (1979)
 EG1718
 EG1718'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1718'THE STATION SITE WAS VISITED 2-20-79 AND THE TANK WAS FOUND TO BE
 EG1718'STANDING AND IN GOOD CONDITION.  THE 1967 LOCAL DESCRIPTION IS
 EG1718'ADEQUATE.
 EG1718'
 EG1718'THE STATION IS LOCATED 0.35 MILE NORTHEAST OF THE CENTER OF ECRU,
 EG1718'0.1 MILE SOUTHEAST OF ECRU CEMETERY IN THE SOUTHEAST 1/4 OF SECTION
 EG1718'30, T 8S, R 3E.  TO REACH FROM THE POST OFFICE IN ECRU GO EAST ON
 EG1718'STATE HIGHWAY 345 FOR 0.5 MILE TO A SIDE ROAD LEFT (3RD ROAD EAST
 EG1718'OF THE RAILROAD TRACK).  TURN LEFT AND GO NORTH ON A NARROW PAVED
 EG1718'ROAD FOR 0.3 MILE TO THE TANK ON THE RIGHT.
 EG1718'
 EG1718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.35 MILE NORTHEAST
 EG1718'OF ECRU.
 EG1718
 EG1718                          STATION RECOVERY (2004)
 EG1718
 EG1718'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004
 EG1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0762 ***********************************************************************
 CP0762  DESIGNATION -  ED
 CP0762  PID         -  CP0762
 CP0762  STATE/COUNTY-  MS/HINDS
 CP0762  USGS QUAD   -  EDWARDS (1972)
 CP0762
 CP0762                         *CURRENT SURVEY CONTROL
 CP0762  ___________________________________________________________________
 CP0762* NAD 83(1993)-  32 20 31.93029(N)    090 35 15.00572(W)     ADJUSTED  
 CP0762* NAVD 88     -        80.795  (meters)     265.07   (feet)  ADJUSTED  
 CP0762  ___________________________________________________________________
 CP0762  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CP0762  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0762  DYNAMIC HT  -          80.702 (meters)     264.77  (feet)  COMP
 CP0762  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CP0762
 CP0762  HORZ ORDER  -  THIRD
 CP0762  VERT ORDER  -  FIRST     CLASS II
 CP0762
 CP0762.The horizontal coordinates were established by classical geodetic methods
 CP0762.and adjusted by the National Geodetic Survey in May 1994.
 CP0762
 CP0762.The orthometric height was determined by differential leveling
 CP0762.and adjusted in June 1991.
 CP0762
 CP0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0762
 CP0762.The geoid height was determined by GEOID03.
 CP0762
 CP0762.The dynamic height is computed by dividing the NAVD 88
 CP0762.geopotential number by the normal gravity value computed on the
 CP0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0762.degrees latitude (g = 980.6199 gals.).
 CP0762
 CP0762.The modeled gravity was interpolated from observed gravity values.
 CP0762
 CP0762;                    North         East     Units Scale Factor Converg.
 CP0762;SPC MS W     -   315,122.603   676,073.635   MT  0.99995706   -0 08 09.5
 CP0762;SPC MS W     - 1,033,864.74  2,218,084.92   sFT  0.99995706   -0 08 09.5
 CP0762;UTM  15      - 3,580,925.499   727,051.877   MT  1.00023577   +1 17 28.2
 CP0762
 CP0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0762!SPC MS W     -   0.99999148  x   0.99995706  =   0.99994854
 CP0762!UTM  15      -   0.99999148  x   1.00023577  =   1.00022725
 CP0762
 CP0762|---------------------------------------------------------------------|
 CP0762| PID    Reference Object                     Distance      Geod. Az  |
 CP0762|                                                           dddmmss.s |
 CP0762| CP2699 EDWARDS 1931 AZ MK                  196.708 METERS 06346     |
 CP0762| CP2352 ED AZ MK                                           0695637.6 |
 CP0762| CP0763 ED RM 3                              26.462 METERS 07026     |
 CP0762| CY3502 ED RM 1                              29.051 METERS 13448     |
 CP0762| CY3503 ED RM 2                              38.478 METERS 20636     |
 CP0762| CP2700 EDWARDS MUNICIPAL TANK              APPROX. 2.1 KM 2334304.6 |
 CP0762| CP0767 EDWARDS 2 AZ MK                     424.556 METERS 2501408.4 |
 CP0762| CP0764 ED RM 4                              11.942 METERS 25024     |
 CP0762|---------------------------------------------------------------------|
 CP0762
 CP0762                          SUPERSEDED SURVEY CONTROL
 CP0762
 CP0762  NAD 83(1986)-  32 20 31.94372(N)    090 35 15.00200(W) AD(       ) 3
 CP0762  NAD 27      -  32 20 31.41631(N)    090 35 14.64571(W) AD(       ) 3
 CP0762  NGVD 29 (??/??/??)   80.819  (m)          265.15   (f) ADJUSTED    1 2
 CP0762
 CP0762.Superseded values are not recommended for survey control.
 CP0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0762.See file dsdata.txt to determine how the superseded data were derived.
 CP0762
 CP0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2705280925(NAD 83)
 CP0762_MARKER: DS = TRIANGULATION STATION DISK
 CP0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0762_SP_SET: CONCRETE POST
 CP0762_STAMPING: ED 1948
 CP0762_MARK LOGO: CGS   
 CP0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0762+STABILITY: SURFACE MOTION
 CP0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0762+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0762
 CP0762  HISTORY     - Date     Condition        Report By
 CP0762  HISTORY     - 1948     MONUMENTED       CGS
 CP0762  HISTORY     - 1957     GOOD             CGS
 CP0762  HISTORY     - 1961     GOOD             MSHD
 CP0762  HISTORY     - 1963     GOOD             CGS
 CP0762  HISTORY     - 1968     GOOD             CGS
 CP0762  HISTORY     - 1969     GOOD             CGS
 CP0762  HISTORY     - 1972     POOR             USGS
 CP0762  HISTORY     - 1973     GOOD             NGS
 CP0762  HISTORY     - 1977     GOOD             MSHD
 CP0762  HISTORY     - 1977     GOOD             MSHD
 CP0762  HISTORY     - 19920204 GOOD             NGS
 CP0762
 CP0762                          STATION DESCRIPTION
 CP0762
 CP0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP0762'THE STATION IS LOCATED ABOUT 1.4 MILE EAST-NORTHEAST OF EDWARDS
 CP0762'AND ON LAND OWNED BY W. BARKER.  IT IS 45 FEET NORTH OF THE
 CP0762'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 80, AND ON THE SOUTHERN
 CP0762'EDGE OF A CULTIVATED FIELD.  THE MARK IS 8 INCHES UNDERGROUND,
 CP0762'AND THE DISK IS STAMPED ED 1948.
 CP0762'
 CP0762'REFERENCE MARK NO. 1 IS 95.31 FEET SOUTHEAST OF THE STATION,
 CP0762'44 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CP0762'80, 19 FEET EAST OF A BOARD GATE OF FARM DRIVEWAY AND 8 FEET
 CP0762'NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 CP0762'IS STAMPED ED NO 1 1948.
 CP0762'
 CP0762'REFERENCE MARK NO. 2 IS 126.24 FEET SOUTHWEST OF THE STATION,
 CP0762'39 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CP0762'80 AND 10 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS
 CP0762'6 INCHES, AND THE DISK IS STAMPED ED NO 2 1948.
 CP0762'
 CP0762'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 35 FEET SOUTH
 CP0762'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 80, 8 FEET NORTH
 CP0762'OF A FENCE LINE, AND 2 FEET SOUTHWEST OF A WITNESS POST.
 CP0762'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ED 1948.
 CP0762'
 CP0762'TO REACH THE STATION FROM THE EDWARDS RAILROAD STATION IN EDWARDS,
 CP0762'GO NORTH ONE BLOCK TO U.S. HIGHWAY 80, THENCE RIGHT ON
 CP0762'U.S. HIGHWAY 80 FOR 1335 MILES TO A BOARD GATE ON THE RIGHT
 CP0762'AND THE STATION ON THE LEFT AS DESCRIBED.
 CP0762'
 CP0762'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 CP0762'U.S. HIGHWAY 80 FOR 0.5 MILE AND THE AZIMUTH MARK ON THE RIGHT.
 CP0762'
 CP0762'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ED
 CP0762'TO EDWARDS AZIMUTH.  IT IS 196.707 METERS (645.36 FEET) EAST
 CP0762'OF TRIANGULATION STATION ED.
 CP0762'
 CP0762'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 CP0762
 CP0762                          STATION RECOVERY (1957)
 CP0762
 CP0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0762'THE STATION WAS VISITED 4-11-57 AND THE STATION MARK AND THE
 CP0762'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK
 CP0762'IS FLUSH WITH THE GROUND AT THIS DATE.  REFERENCE MARKS
 CP0762'NO. 1 AND NO. 2 WERE FOUND DESTROYED WITH THE TOP OF THE MARKS
 CP0762'BROKEN OFF.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET AT THIS
 CP0762'DATE.  THE DISK FOR REFERENCE MARK NO. 2 WAS USED TO SET
 CP0762'REFERENCE MARK NO. 4.  NEW HIGHWAY 80 HAS BEEN BUILT NORTH OF
 CP0762'THE STATION LEAVING THE STATION ON A NARROW BANK BETWEEN NEW
 CP0762'U.S. HIGHWAY 80 AND OLD U.S. HIGHWAY 80.
 CP0762'
 CP0762'A NEW DESCRIPTION FOLLOWS--
 CP0762'
 CP0762'THE STATION IS LOCATED 1.35 MILES EAST OF EDWARDS, ON THE HIGHWAY
 CP0762'RIGHT-OF-WAY, ON A NARROW BANK BETWEEN OLD AND NEW U.S. HIGHWAY
 CP0762'80, 45 FEET NORTH OF THE CENTER OF OLD HIGHWAY 80, 41 FEET EAST
 CP0762'OF POWER POLE NO. 21, 75 FEET SOUTH OF THE EAST LANE OF
 CP0762'U.S. HIGHWAY 80, 1 FOOT SOUTH OF A ROW OF POLES, 19 FEET EAST
 CP0762'OF THE PROJECTED CENTER OF A FARM ROAD LEADING NORTH AND ON THE
 CP0762'PROJECTED CENTER OF THE FARM ROAD LEADING SOUTH.  IT IS A
 CP0762'STANDARD DISK, STAMPED ED 1948, FLUSH WITH THE GROUND.
 CP0762'
 CP0762'REFERENCE MARK NO. 3 IS 86.84 FEET EAST OF THE STATION, 128 FEET
 CP0762'EAST OF POWER POLE NO. 21, 80 FEET SOUTH OF THE CENTER OF THE
 CP0762'EAST LANE OF U.S. HIGHWAY 80, 5 FEET SOUTH OF A ROW OF POLES.
 CP0762'IT IS A STANDARD DISK, STAMPED ED NO 3 1948, PROJECTING 3 INCHES.
 CP0762'
 CP0762'REFERENCE MARK NO. 4 IS 39.18 FEET WEST OF THE STATION AND IN
 CP0762'LINE WITH THE STATION AND REFERENCE MARK NO. 1, 2 FEET EAST OF
 CP0762'POWER POLE NO. 21, 46 FEET NORTH OF THE CENTER OF OLD
 CP0762'U.S. HIGHWAY 80 AND 75 FEET SOUTH OF THE EAST LANE OF NEW
 CP0762'U.S. HIGHWAY 80.  IT IS A STANDARD DISK, STAMPED ED NO 4 1948,
 CP0762'PROJECTING 6 INCHES.
 CP0762'
 CP0762'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION IN THE FRONT
 CP0762'YARD OF A WHITE HOUSE OWNED BY JESSIE MAGEE, 31 FEET SOUTH
 CP0762'OF THE CENTERLINE OF OLD U.S. HIGHWAY 80, 53 FEET EAST OF THE
 CP0762'WEST DRIVEWAY TO THE HOUSE, 35 FEET NORTHEAST OF A 24-INCH OAK
 CP0762'TREE AND 2 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK,
 CP0762'STAMPED ED 1948, PROJECTING 10 INCHES.
 CP0762'
 CP0762'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN EDWARDS
 CP0762'GO EAST ON OLD U.S. HIGHWAY 80 FOR 1.35 MILE TO THE STATION ON
 CP0762'THE LEFT AND A FARM ROAD RIGHT, CONTINUE EAST FOR 0.5 MILE TO THE
 CP0762'AZIMUTH MARK ON THE RIGHT.
 CP0762
 CP0762                          STATION RECOVERY (1961)
 CP0762
 CP0762'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0762'THE STATION WAS VISITED 10-16-61.  THE STATION, AZIMUTH MARK,
 CP0762'R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  THE
 CP0762'1957 DESCRIPTION IS ADEQUATE AND THE AZIMUTH MARK IS VISIBLE FROM
 CP0762'THE STATION.
 CP0762'
 CP0762'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION.
 CP0762
 CP0762                          STATION RECOVERY (1963)
 CP0762
 CP0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CP0762'THE STATION WAS VISITED SEPTEMBER 1, 1963, AND ALL MARKS
 CP0762'WERE FOUND IN GOOD CONDITION.
 CP0762'
 CP0762'THE 1957 RECOVERY BY R.A.G. IS CORRECT AND ADEQUATE.
 CP0762'
 CP0762'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND TIED TO A LINE
 CP0762'ESTABLISHED BETWEEN JACKSON AND VICKSBURG.
 CP0762
 CP0762                          STATION RECOVERY (1968)
 CP0762
 CP0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP0762'THE STATION MARK, STAMPED ED 1948, IS ABOUT 0.85 MILE NORTHEAST
 CP0762'ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY 467 FROM THE
 CP0762'ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.6 MILE
 CP0762'EAST ALONG OLD U.S. HIGHWAY 80, 45 FEET NORTH OF THE CENTERLINE
 CP0762'OF THE HIGHWAY, 75 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 CP0762'TRAFFIC LANE OF INTERSTATE HIGHWAY 20, 41 FEET EAST OF TELEPHONE
 CP0762'POLE NUMBER 21, 86.84 FEET WEST OF R.M. 3, 39.18 FEET EAST OF
 CP0762'R.M. 4, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 7 FEET
 CP0762'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CP0762'CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE SURFACE OF THE
 CP0762'GROUND.
 CP0762'
 CP0762'R.M. 3, STAMPED ED NO 3 1948, IS 86.84 FEET EAST OF THE STATION
 CP0762'MARK, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 80 FEET
 CP0762'SOUTH OF THE CENTERLINE OF THE SOUTH TRAFFIC LANE OF INTERSTATE
 CP0762'HIGHWAY 20, 6-1/2 FEET NORTH OF A FENCE, ABOUT 6 FEET ABOVE THE
 CP0762'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP0762'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CP0762'
 CP0762'R.M. 4, STAMPED ED NO 4 1948, IS 39.18 FEET WEST OF THE STATION MARK,
 CP0762'46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 74 FEET SOUTH OF
 CP0762'THE CENTERLINE OF THE SOUTH TRAFFIC LANE OF INTERSTATE HIGHWAY
 CP0762'20, 11 FEET NORTH OF A FENCE, 1-1/2 FEET EAST OF TELEPHONE
 CP0762'POLE NUMBER 21, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CP0762'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES
 CP0762'ABOVE THE SURFACE OF THE GROUND.
 CP0762'
 CP0762'THE AZIMUTH MARK, STAMPED ED 1948, IS 0.5 MILE EAST ALONG OLD
 CP0762'U.S. HIGHWAY 80 FROM THE STATION MARK, 32-1/2 FEET SOUTH OF
 CP0762'THE CENTERLINE OF THE HIGHWAY, 129 FEET NORTHWEST OF THE
 CP0762'NORTHWEST CORNER OF A BRICK HOUSE, 60 FEET EAST OF THE CENTERLINE
 CP0762'OF THE MORE EASTERLY OF 2 DRIVEWAYS, 34-1/2 FEET NORTHWEST OF
 CP0762'A 30-INCH OAK TREE, 1 FOOT SOUTHWEST OF A WOODEN WITNESS POST,
 CP0762'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CP0762'OF A CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE THE SURFACE
 CP0762'OF THE GROUND.
 CP0762'
 CP0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.45 MILES EAST
 CP0762
 CP0762                          STATION RECOVERY (1969)
 CP0762
 CP0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CP0762'THE STATION WAS VISITED 3-20-69 AND ALL MARKS WERE FOUND IN GOOD
 CP0762'CONDITION.  THE AZIMUTH MARK WAS REQUESTED LOWERED AT THIS DATE.
 CP0762'THE AZIMUTH MARK IS ALSO A BENCH MARK THERE FORE A NEW ELEVATION
 CP0762'WAS DETERMINED FOR THE MARK.  ALL MARKS AT THIS STATION ARE
 CP0762'PRECISE LEVEL MARKS.  A NEW DESCRIPTION FOLLOWS--
 CP0762'
 CP0762'THE STATION IS LOCATED ABOUT 1.35 MILES EAST OF EDWARDS, ON
 CP0762'HIGHWAY RIGHT-OF-WAY ON A NARROW BANK BETWEEN INTERSTATE HIGHWAY
 CP0762'I-20 AND OLD U.S. HIGHWAY 80.  IT IS 75 FEET SOUTH OF THE
 CP0762'CENTERLINE OF THE SOUTH LANE OF I-20, 45 FEET NORTH OF THE
 CP0762'CENTER OF U.S. HIGHWAY 80, 10 FEET NORTH OF A FENCE LINE,
 CP0762'40.5 FEET EAST OF A UTILITY POLE NO. 21, 1.5 FEET NORTH OF A
 CP0762'METAL WITNESS POST AND 1 FOOT SOUTH OF A ROW OF POLES.  IT IS
 CP0762'NORTH OF AND ACROSS THE OLD HIGHWAY FROM A ROAD LEADING
 CP0762'SOUTH INTO A PASTURE.  IT IS A TRIANGULATION STATION DISK,
 CP0762'STAMPED ED 1948, FLUSH WITH THE GROUND.
 CP0762'
 CP0762'REFERENCE MARK NO. 3 IS 86.82 FEET EAST OF THE STATION AND IN
 CP0762'LINE WITH THE STATION AND REFERENCE MARK NO. 4.  IT IS 6.5 FEET
 CP0762'NORTH OF A FENCE LINE, 44 FEET NORTH OF THE CENTER OF THE OLD
 CP0762'HIGHWAY 80, 76 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CP0762'I-20, 128 FEET EAST OF POWER POLE NO. 21, 3 FEET SOUTH OF A ROW
 CP0762'OF POLES.  IT IS A REFERENCE MARK DISK STAMPED ED NO 3 1948,
 CP0762'FLUSH WITH THE GROUND.
 CP0762'
 CP0762'REFERENCE MARK NO. 4 IS 39.18 FEET WEST OF THE STATION, 74 FEET
 CP0762'SOUTH OF THE CENTER OF THE SOUTH LANE OF I-20, 11 FEET NORTH
 CP0762'OF A FENCE LINE, 46 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY
 CP0762'80 AND 1.5 FEET NORTHEAST OF A UTILITY POLE.  IT IS A REFERENCE
 CP0762'MARK DISK, STAMPED ED NO 4 1948, PROJECTING 6 INCHES.
 CP0762'
 CP0762'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, IN THE FRONT
 CP0762'YARD OF MR. BIRDSONG.  IT IS 32 FEET SOUTH OF THE CENTER OF OLD
 CP0762'U.S. HIGHWAY 80, 56 FEET EAST OF THE CENTER OF THE WEST ONE OF
 CP0762'TWO DRIVEWAYS, 34.5 FEET NORTHEAST OF A 30-INCH OAK TREE,
 CP0762'128 FEET NORTH OF THE NORTHWEST CORNER OF A RED BRICK HOUSE, AND
 CP0762'91 FEET WEST OF A RIGHT-OF-WAY MARKER.  IT IS AN AZIMUTH MARK
 CP0762'DISK, STAMPED ED 1948 1969, FLUSH WITH THE GROUND.
 CP0762'
 CP0762'TO REACH THE STATION FROM THE ,MUNICIPAL WATER TANK IN EDWARDS GO
 CP0762'EAST ON OLD U.S. HIGHWAY 80 FOR 1.1 MILE TO THE EDWARDS 2
 CP0762'AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.25 MILE TO THE
 CP0762'STATION ON THE LEFT, CONTINUE EAST FOR 0.5 MILE TO THE AZIMUTH
 CP0762'MARK ON THE RIGHT.
 CP0762'
 CP0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.35 MILES EAST
 CP0762'OF EDWARDS.
 CP0762
 CP0762                          STATION RECOVERY (1972)
 CP0762
 CP0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CP0762'TOP OF STATION MARK IS BROKEN OFF.  R.M. 3 AND R.M. 4 ARE OKAY.
 CP0762
 CP0762                          STATION RECOVERY (1973)
 CP0762
 CP0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CP0762'THE STATION WAS VISITED 1-31-73 AS A RESULT OF THE REPORT OF MAY
 CP0762'1972 STATING THE STATION MARK HAD BEEN BROKEN OFF.  THE STATION
 CP0762'MARK, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 CP0762'CONDITION.  THE CONCRETE BASE OF THE OLD WITNESS POST WAS NO
 CP0762'DOUBT MISTAKEN FOR THE BROKEN OFF STATION MARK.  THE DESCRIPTION
 CP0762'FOR THE STATION IS ADEQUATE.
 CP0762'
 CP0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.35 MILE EAST
 CP0762'OF EDWARDS
 CP0762
 CP0762                          STATION RECOVERY (1977)
 CP0762
 CP0762'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0762'THE STATION WAS VISITED 8-25-77 AND THE STATION MARK, RM NO 3, RM
 CP0762'NO 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CP0762'MARK IS VISIBLE FROM THE STATION.
 CP0762'
 CP0762'THE STATION IS LOCATED 1.3 MILES NORTHEAST OF EDWARDS ON A NARROW
 CP0762'BANK ON THE I-20 RIGHT OF WAY AND NORTH OF OLD U.S. HIGHWAY 80 IN
 CP0762'THE NORTHWEST CORNER OF SECTION 26, T 6N, R 4W.  IT IS 210.5 FEET
 CP0762'SOUTHEAST OF I-20 MILEPOST NO. 20, 75 FEET SOUTH OF THE CENTER OF
 CP0762'THE EAST BOUND LANE OF I-20, 45 FEET NORTH OF THE CENTER OF OLD
 CP0762'HIGHWAY 80, 42 FEET EAST OF TELEPHONE CABLE POLE NO. 21, 10 FEET
 CP0762'NORTH OF A RIGHT OF WAY FENCE, 16 FEET WEST OF THE PROJECTED
 CP0762'CENTER OF A ROAD LEADING INTO A PASTURE, 1 FOOT SOUTH OF A ROW OF
 CP0762'POLES, 1 FOOT SOUTHEAST OF A METAL WITNESS POST ABOUT 8 FEET
 CP0762'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  IT IS
 CP0762'A TRIANGULATION DISK, STAMPED ED 1948.
 CP0762'
 CP0762'REFERENCE MARK NO 3 IS 86.82 FEET NORTHEAST OF THE STATION.  IT IS
 CP0762'78.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF I-20, 128.5
 CP0762'FEET EAST OF TELEPHONE CABLE POLE NO. 21, 41.5 FEET NORTH OF THE
 CP0762'CENTER OF OLD HIGHWAY 80, 6.5 FEET NORTH OF A RIGHT OF WAY FENCE,
 CP0762'3.5 FEET SOUTH OF A ROW OF POLES ABOUT 6 FEET ABOVE THE LEVEL OF
 CP0762'THE HIGHWAY AND PROJECTS 2 INCHES.  IT IS A REFERENCE MARK DISK,
 CP0762'STAMPED ED NO 3 1948.
 CP0762'
 CP0762'REFERENCE MARK NO 4 IS 39.18 FEET WEST-SOUTHWEST OF THE STATION.
 CP0762'IT IS 74 FEET SOUTH OF THE EENTER OF THE EAST BOUND LANE OF I-20,
 CP0762'46 FEET NORTH OF THE CENTER OF OLD HIGHWAY 80, 11 FEET NORTH OF A
 CP0762'RIGHT OF WAY FENCE, 3 FEET EAST OF TELEPHONE CABLE POLE NO. 21,
 CP0762'1 FOOT WEST OF A METAL WITNESS POST ABOUT 7 FEET ABOVE THE LEVEL
 CP0762'OF THE HIGHWAY AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK
 CP0762'DISK, STAMPED ED NO 4 1948.
 CP0762'
 CP0762'THE DISTANCE BETWEEN REFERENCE NO 3 AND NO 4 IS 126.00 FEET.
 CP0762'
 CP0762'THE AZIMUTH MARK IS 0.5 MILE EAST-NORTHEAST OF THE STATION.  IT IS
 CP0762'128 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK HOUSE, 91 FEET
 CP0762'WEST OF A RIGHT OF WAY MARKER, 56 FEET EAST OF THE CENTER OF THE
 CP0762'WEST ONE OF TWO DRIVEWAYS, 34 FEET NORTHEAST OF A 36 INCH OAK, 32
 CP0762'FEET SOUTH OF THE CENTER OF OLD HIGHWAY 80, 22 FEET
 CP0762'WEST-NORTHWEST OF A 5 INCH OAK ABOUT 5 FEET ABOVE THE LEVEL OF
 CP0762'THE HIGHWAY AND IS FLUSH WITH THE GROUND.  IT IS AN AZIMUTH MARK
 CP0762'DISK, STAMPED ED 1948 1969.
 CP0762'
 CP0762'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 80 AND
 CP0762'STATE HIGHWAY 22, 0.1 MILE SOUTH OF THE BRIDGE OVER I-20 NEAR
 CP0762'EDWARDS GO EAST ON OLD U.S. HIGHWAY 80 FOR 0.6 MILE TO THE STATION
 CP0762'ON THE LEFT.  CONTINUE EAST ON OLD HIGHWAY 80 FOR 0.5 MILE TO THE
 CP0762'BIRDSONG RESIDENCE AND THE AZIMUTH MARK ON THE RIGHT.
 CP0762'
 CP0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES NORTHEAST
 CP0762'OF EDWARDS.
 CP0762
 CP0762                          STATION RECOVERY (1977)
 CP0762
 CP0762'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0762'1.3 MI NE FROM EDWARDS.
 CP0762'THE MARK IS LOCATED 1.3 MILES NORTHEAST OF EDWARDS ON A NARROW BANK ON
 CP0762'THE SOUTH RIGHT OF WAY OF I-20 AND NORTH OF U.S. HIGHWAY 80 IN THE
 CP0762'NORTHWEST CORNER OF SECTION 26, T 6N, R 4W.  IT IS 210.5 FEET
 CP0762'SOUTHEAST OF I-20 MILEPOST NO. 20, 75 FEET SOUTH OF THE CENTER OF THE
 CP0762'EAST BOUND LANE OF I-20, 45 FEET NORTH OF THE CENTER OF OLD HIGHWAY
 CP0762'80, 42 FEET EAST OF TELEPHONE CABLE POLE NO. 21, 10 FEET NORTH OF A
 CP0762'RIGHT OF WAY FENCE, 16 FEET WEST OF THE PROJECTED CENTER OF A ROAD
 CP0762'LEADING INTO A PASTURE, 1 FOOT SOUTH OF A ROW OF POLES, 1 FOOT
 CP0762'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE
 CP0762'POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 CP0762'GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 80 AND
 CP0762'STATE HIGHWAY 22, 0.1 MILE SOUTH OF THE BRIDGE OVER I-20 NEAR EDWARDS
 CP0762'GO EAST ON OLD U.S. HIGHWAY 80 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 CP0762
 CP0762                          STATION RECOVERY (1992)
 CP0762
 CP0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0762'22.6 KM (14.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0762'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 27.0 M (88.6 FT)
 CP0762'WEST OF REFERENCE MARK 3, 23.2 M (76.1 FT) SOUTH OF THE CENTERLINE OF
 CP0762'THE EASTBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT) NORTH OF THE
 CP0762'CENTERLINE OF A FRONTAGE ROAD, 11.8 M (38.7 FT) EAST OF REFERENCE
 CP0762'MARK 4, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 CP0762'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0759 ***********************************************************************
 CP0759  DESIGNATION -  ED AZ MK 1948 1969
 CP0759  PID         -  CP0759
 CP0759  STATE/COUNTY-  MS/HINDS
 CP0759  USGS QUAD   -  EDWARDS (1972)
 CP0759
 CP0759                         *CURRENT SURVEY CONTROL
 CP0759  ___________________________________________________________________
 CP0759* NAD 83(1986)-  32 20 40.     (N)    090 34 46.     (W)     SCALED    
 CP0759* NAVD 88     -        68.68   (meters)     225.3    (feet)  RESET     
 CP0759  ___________________________________________________________________
 CP0759  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0759  VERT ORDER  -  THIRD
 CP0759
 CP0759.The horizontal coordinates were scaled from a topographic map and have
 CP0759.an estimated accuracy of +/- 6 seconds.
 CP0759
 CP0759.The orthometric height was computed from unverified reset data.
 CP0759
 CP0759.The geoid height was determined by GEOID03.
 CP0759
 CP0759;                    North         East    Units  Estimated Accuracy
 CP0759;SPC MS W     -   315,370.      676,830.      MT  (+/- 180 meters Scaled)
 CP0759
 CP0759                          SUPERSEDED SURVEY CONTROL
 CP0759
 CP0759.No superseded survey control is available for this station.
 CP0759
 CP0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR278811(NAD 83)
 CP0759_MARKER: DZ = AZIMUTH MARK DISK
 CP0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0759_STAMPING: ED 1948 1969
 CP0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0759+STABILITY: SURFACE MOTION
 CP0759
 CP0759  HISTORY     - Date     Condition        Report By
 CP0759  HISTORY     - 1969     MONUMENTED       CGS
 CP0759  HISTORY     - 1977     GOOD             MSHD
 CP0759
 CP0759                          STATION DESCRIPTION
 CP0759
 CP0759'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0759'1.8 MI NE FROM EDWARDS.
 CP0759'THE MARK IS LOCATED 1.8 MILES NORTHEAST OF EDWARDS NEAR THE NORTHWEST
 CP0759'CORNER OF THE LAWN OF MR. BIRDSONG IN THE SOUTHWEST 1/4 OF THE
 CP0759'SOUTHEAST 1/4 OF SECTION 23, T 6N, R 4W.  IT IS 128 FEET NORTH OF THE
 CP0759'NORTHWEST CORNER OF A BRICK HOUSE, 91 FEET WEST OF A RIGHT OF WAY
 CP0759'MARKER, 56 FEET EAST OF THE CENTER OF THE WEST ONE OF TWO DRIVEWAYS,
 CP0759'34 FEET NORTHEAST OF A 36 INCH OAK, 32 FEET SOUTH OF THE CENTER OF THE
 CP0759'OLD HIGHWAY, 22 FEET WEST-NORTHWEST OF A 5 INCH OAK SET IN THE TOP OF
 CP0759'A SQUARE CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CP0759'IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE JUNCTION OF OLD
 CP0759'HIGHWAY 80 AND STATE HIGHWAY 22, 0.1 MILE SOUTH OF THE BRIDGE OVER
 CP0759'I-20 NEAR EDWARDS GO EAST ON OLD U.S. HIGHWAY 80 FOR 1.1 MILES TO A
 CP0759'BRICK HOUSE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0763 ***********************************************************************
 CP0763  DESIGNATION -  ED RM 3
 CP0763  PID         -  CP0763
 CP0763  STATE/COUNTY-  MS/HINDS
 CP0763  USGS QUAD   -  EDWARDS (1972)
 CP0763
 CP0763                         *CURRENT SURVEY CONTROL
 CP0763  ___________________________________________________________________
 CP0763* NAD 83(1986)-  32 20 32.     (N)    090 35 14.     (W)     SCALED    
 CP0763* NAVD 88     -        79.821  (meters)     261.88   (feet)  ADJUSTED  
 CP0763  ___________________________________________________________________
 CP0763  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0763  DYNAMIC HT  -          79.730 (meters)     261.58  (feet)  COMP
 CP0763  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CP0763
 CP0763  VERT ORDER  -  FIRST     CLASS II
 CP0763
 CP0763.The horizontal coordinates were scaled from a topographic map and have
 CP0763.an estimated accuracy of +/- 6 seconds.
 CP0763
 CP0763.The orthometric height was determined by differential leveling
 CP0763.and adjusted in June 1991.
 CP0763
 CP0763.The geoid height was determined by GEOID03.
 CP0763
 CP0763.The dynamic height is computed by dividing the NAVD 88
 CP0763.geopotential number by the normal gravity value computed on the
 CP0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0763.degrees latitude (g = 980.6199 gals.).
 CP0763
 CP0763.The modeled gravity was interpolated from observed gravity values.
 CP0763
 CP0763;                    North         East    Units  Estimated Accuracy
 CP0763;SPC MS W     -   315,130.      676,100.      MT  (+/- 180 meters Scaled)
 CP0763
 CP0763                          SUPERSEDED SURVEY CONTROL
 CP0763
 CP0763  NGVD 29 (??/??/??)   79.845  (m)          261.96   (f) ADJUSTED    1 2
 CP0763
 CP0763.Superseded values are not recommended for survey control.
 CP0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0763.See file dsdata.txt to determine how the superseded data were derived.
 CP0763
 CP0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR270809(NAD 83)
 CP0763_MARKER: DR = REFERENCE MARK DISK
 CP0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0763_SP_SET: CONCRETE POST
 CP0763_STAMPING: ED NO 3 1948
 CP0763_MARK LOGO: CGS   
 CP0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0763+STABILITY: SURFACE MOTION
 CP0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0763+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0763
 CP0763  HISTORY     - Date     Condition        Report By
 CP0763  HISTORY     - 1957     MONUMENTED       CGS
 CP0763  HISTORY     - 1977     GOOD             MSHD
 CP0763  HISTORY     - 19920204 GOOD             NGS
 CP0763
 CP0763                          STATION DESCRIPTION
 CP0763
 CP0763'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0763'1.3 MI NE FROM EDWARDS.
 CP0763'THE MARK IS LOCATED 1.3 MILES NORTHEAST OF EDWARDS ON THE SOUTH RIGHT
 CP0763'OF WAY OF I-20 AND NORTH OF OLD U.S. HIGHWAY 80 IN THE NORTHWEST
 CP0763'CORNER OF SECTION 26, T 6N, R 4W.  IT IS 86.82 FEET NORTHEAST OF THE
 CP0763'STATION, 78.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF I-20,
 CP0763'128.5 FEET EAST OF TELEPHONE CABLE POLE NO. 21, 41.5 FEET NORTH OF THE
 CP0763'CENTER OF OLD HIGHWAY 80, 6.5 FEET NORTH OF A RIGHT OF WAY FENCE, 3.5
 CP0763'FEET SOUTH OF A ROW OF POLES SET IN THE TOP OF A ROUND CONCRETE POST
 CP0763'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 CP0763'NOTE-- TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 80 AND STATE
 CP0763'HIGHWAY 22, 0.1 MILE SOUTH OF THE BRIDGE OVER I-20 NEAR EDWARDS GO
 CP0763'EAST ON OLD HIGHWAY 80 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 CP0763
 CP0763                          STATION RECOVERY (1992)
 CP0763
 CP0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0763'22.6 KM (14.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0763'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 27.0 M (88.6 FT)
 CP0763'EAST OF TRIANGULATION STATION ED, 24.5 M (80.4 FT) SOUTH OF THE
 CP0763'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 12.8 M (42.0 FT)
 CP0763'NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 2.0 M (6.6 FT) NORTH OF A
 CP0763'FENCE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 CP0763'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0764 ***********************************************************************
 CP0764  DESIGNATION -  ED RM 4
 CP0764  PID         -  CP0764
 CP0764  STATE/COUNTY-  MS/HINDS
 CP0764  USGS QUAD   -  EDWARDS (1972)
 CP0764
 CP0764                         *CURRENT SURVEY CONTROL
 CP0764  ___________________________________________________________________
 CP0764* NAD 83(1986)-  32 20 32.     (N)    090 35 14.     (W)     SCALED    
 CP0764* NAVD 88     -        80.999  (meters)     265.74   (feet)  ADJUSTED  
 CP0764  ___________________________________________________________________
 CP0764  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0764  DYNAMIC HT  -          80.906 (meters)     265.44  (feet)  COMP
 CP0764  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CP0764
 CP0764  VERT ORDER  -  FIRST     CLASS II
 CP0764
 CP0764.The horizontal coordinates were scaled from a topographic map and have
 CP0764.an estimated accuracy of +/- 6 seconds.
 CP0764
 CP0764.The orthometric height was determined by differential leveling
 CP0764.and adjusted in June 1991.
 CP0764
 CP0764.The geoid height was determined by GEOID03.
 CP0764
 CP0764.The dynamic height is computed by dividing the NAVD 88
 CP0764.geopotential number by the normal gravity value computed on the
 CP0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0764.degrees latitude (g = 980.6199 gals.).
 CP0764
 CP0764.The modeled gravity was interpolated from observed gravity values.
 CP0764
 CP0764;                    North         East    Units  Estimated Accuracy
 CP0764;SPC MS W     -   315,130.      676,100.      MT  (+/- 180 meters Scaled)
 CP0764
 CP0764                          SUPERSEDED SURVEY CONTROL
 CP0764
 CP0764  NGVD 29 (??/??/??)   81.023  (m)          265.82   (f) ADJUSTED    1 2
 CP0764
 CP0764.Superseded values are not recommended for survey control.
 CP0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0764.See file dsdata.txt to determine how the superseded data were derived.
 CP0764
 CP0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR270809(NAD 83)
 CP0764_MARKER: DR = REFERENCE MARK DISK
 CP0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0764_SP_SET: CONCRETE POST
 CP0764_STAMPING: ED NO 4 1948
 CP0764_MARK LOGO: CGS   
 CP0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0764+STABILITY: SURFACE MOTION
 CP0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0764+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0764
 CP0764  HISTORY     - Date     Condition        Report By
 CP0764  HISTORY     - 1957     MONUMENTED       CGS
 CP0764  HISTORY     - 1977     GOOD             MSHD
 CP0764  HISTORY     - 19920204 GOOD             NGS
 CP0764
 CP0764                          STATION DESCRIPTION
 CP0764
 CP0764'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0764'1.3 MI NE FROM EDWARDS.
 CP0764'THE MARK IS LOCATED 1.3 MILES NORTHEAST OF EDWARDS ON THE SOUTH RIGHT
 CP0764'OF WAY OF I-20 AND NORTH OF OLD HIGHWAY 80 IN THE NORTHWEST CORNER OF
 CP0764'SECTION 26, T 6N, R 4W.  IT IS 39.18 FEET WEST-SOUTHWEST OF THE
 CP0764'STATION, 74 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF I-20,
 CP0764'46 FEET NORTH OF THE CENTER OF OLD HIGHWAY 80, 11 FEET NORTH OF A
 CP0764'RIGHT AND WAY FENCE, 3 FEET EAST OF TELEPHONE CABLE POLE NO. 21, 1
 CP0764'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CP0764'POST ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6
 CP0764'INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 80 AND
 CP0764'STATE HIGHWAY 22, 0.1 MILE SOUTH OF THE BRIDGE OVER I-20 NEAR EDWARDS
 CP0764'GO EAST ON OLD HIGHWAY 80 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 CP0764
 CP0764                          STATION RECOVERY (1992)
 CP0764
 CP0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0764'22.6 KM (14.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0764'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 22.9 M (75.1 FT)
 CP0764'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.8 M
 CP0764'(45.3 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 11.8 M
 CP0764'(38.7 FT) WEST OF TRIANGULATION STATION ED, 3.4 M (11.2 FT) NORTH OF
 CP0764'A FENCE, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE ROAD, 1.2 M (3.9 FT)
 CP0764'EAST OF UTILITY POLE NUMBER 21, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 CP0764'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 CP0764'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1976 ***********************************************************************
 BW1976  DESIGNATION -  EDDICETON
 BW1976  PID         -  BW1976
 BW1976  STATE/COUNTY-  MS/FRANKLIN
 BW1976  USGS QUAD   -  BUDE (1988)
 BW1976
 BW1976                         *CURRENT SURVEY CONTROL
 BW1976  ___________________________________________________________________
 BW1976* NAD 83(1993)-  31 29 36.26308(N)    090 48 12.35446(W)     ADJUSTED  
 BW1976* NAVD 88     -        86.830  (meters)     284.87   (feet)  ADJUSTED  
 BW1976  ___________________________________________________________________
 BW1976  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BW1976  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1976  DYNAMIC HT  -          86.724 (meters)     284.53  (feet)  COMP
 BW1976  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BW1976
 BW1976  HORZ ORDER  -  THIRD
 BW1976  VERT ORDER  -  SECOND    CLASS II
 BW1976
 BW1976.The horizontal coordinates were established by classical geodetic methods
 BW1976.and adjusted by the National Geodetic Survey in May 1994.
 BW1976
 BW1976.The orthometric height was determined by differential leveling
 BW1976.and adjusted in May 1996.
 BW1976
 BW1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1976
 BW1976.The geoid height was determined by GEOID03.
 BW1976
 BW1976.The dynamic height is computed by dividing the NAVD 88
 BW1976.geopotential number by the normal gravity value computed on the
 BW1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1976.degrees latitude (g = 980.6199 gals.).
 BW1976
 BW1976.The modeled gravity was interpolated from observed gravity values.
 BW1976
 BW1976;                    North         East     Units Scale Factor Converg.
 BW1976;SPC MS W     -   221,075.516   655,338.425   MT  0.99997459   -0 14 44.1
 BW1976;SPC MS W     -   725,311.92  2,150,056.15   sFT  0.99997459   -0 14 44.1
 BW1976;UTM  15      - 3,486,375.688   708,633.633   MT  1.00013690   +1 08 52.5
 BW1976
 BW1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1976!SPC MS W     -   0.99999048  x   0.99997459  =   0.99996507
 BW1976!UTM  15      -   0.99999048  x   1.00013690  =   1.00012737
 BW1976
 BW1976:                Primary Azimuth Mark                     Grid Az
 BW1976:SPC MS W     -  MCCALL                                   091 54 47.8
 BW1976:UTM  15      -  MCCALL                                   090 31 11.2
 BW1976
 BW1976|---------------------------------------------------------------------|
 BW1976| PID    Reference Object                     Distance      Geod. Az  |
 BW1976|                                                           dddmmss.s |
 BW1976| BW2297 MCCALL                              APPROX.10.3 KM 0914003.7 |
 BW1976| CY3505 EDDICETON AZ MK 2                                  2101801.1 |
 BW1976| CY3506 EDDICETON RM 1                       23.217 METERS 22347     |
 BW1976| BW1973 EDDICETON AZ MK                                    2272650.3 |
 BW1976| BW1974 EDDICETON RM 3                       21.645 METERS 23043     |
 BW1976| BW1975 EDDICETON RM 2                       29.871 METERS 32515     |
 BW1976|---------------------------------------------------------------------|
 BW1976
 BW1976                          SUPERSEDED SURVEY CONTROL
 BW1976
 BW1976  NAD 83(1986)-  31 29 36.27850(N)    090 48 12.35021(W) AD(       ) 3
 BW1976  NAD 27      -  31 29 35.68300(N)    090 48 11.98400(W) AD(       ) 3
 BW1976  NGVD 29 (??/??/92)   86.902  (m)          285.11   (f) ADJ UNCH    2 2
 BW1976
 BW1976.Superseded values are not recommended for survey control.
 BW1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1976.See file dsdata.txt to determine how the superseded data were derived.
 BW1976
 BW1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0863486376(NAD 83)
 BW1976_MARKER: DS = TRIANGULATION STATION DISK
 BW1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1976_STAMPING: EDDICETON 1949
 BW1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1976+STABILITY: SURFACE MOTION
 BW1976
 BW1976  HISTORY     - Date     Condition        Report By
 BW1976  HISTORY     - 1949     MONUMENTED       CGS
 BW1976  HISTORY     - 1956     GOOD             CGS
 BW1976  HISTORY     - 1956     GOOD             CGS
 BW1976  HISTORY     - 1958     GOOD             MSHD
 BW1976  HISTORY     - 1968     GOOD             MSHD
 BW1976  HISTORY     - 1975     GOOD             NGS
 BW1976  HISTORY     - 1975     GOOD             MSHD
 BW1976  HISTORY     - 1976     GOOD             MSHD
 BW1976
 BW1976                          STATION DESCRIPTION
 BW1976
 BW1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW1976'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BUDE, 1 MILE
 BW1976'WEST OF THE SMALL COMMUNITY OF EDDICETON, AND ON THE RIGHT-OF-WAY
 BW1976'OF U.S. HIGHWAY 84.  THE MARK IS 46 FEET NORTHWEST OF THE
 BW1976'CENTERLINE OF THE HIGHWAY, 23 FEET WEST-SOUTHWEST OF A TRIANGULAR
 BW1976'BLAZED 12-INCH PINE TREE, AND 7 FEET WEST OF A WITNESS POST.
 BW1976'
 BW1976'TO REACH THE STATION FROM THE BUDE HIGH SCHOOL BUILDING IN
 BW1976'BUDE, GO EASTERLY ON U.S. HIGHWAY 84 FOR 2.25 MILES TO THE
 BW1976'AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON THE HIGHWAY
 BW1976'FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BW1976'
 BW1976'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BW1976'EDDICETON 1949.
 BW1976'
 BW1976'REFERENCE MARK NO. 1 IS 69 FEET EAST OF A RIGHT-OF-WAY MARKER
 BW1976'POST AND 38 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BW1976'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED EDDICETON
 BW1976'NO 1 1949.
 BW1976'
 BW1976'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION MARK IN A
 BW1976'THICKET.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BW1976'EDDICETON NO 2 1949.
 BW1976'
 BW1976'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF THE
 BW1976'STATION, 34 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 84,
 BW1976'28 FEET NORTHEAST OF A GATE AT THE ENTRANCE OF A LANE LEADING
 BW1976'TO PROPERTY OWNED BY MR. ELBERT EZELL, AND 2 FEET EAST OF A
 BW1976'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 BW1976'STAMPED EDDICETON 1949.
 BW1976'
 BW1976'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW1976'CONCRETE POSTS.
 BW1976'
 BW1976'A 90 FOOT TOWER AT EDDICETON WILL SEE 103 FEET AT TRIANGULATION
 BW1976'STATION MC CALL.
 BW1976'
 BW1976'A 90 FOOT TOWER AT EDDICETON WILL SEE 90 FEET AT TRIANGULATION
 BW1976'STATION BUDE.
 BW1976'
 BW1976'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW1976
 BW1976                          STATION RECOVERY (1956)
 BW1976
 BW1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW1976'THE STATION WAS VISITED 8-24-56.  THE SURFACE MARK WAS FOUND
 BW1976'IN ITS ORIGINAL POSITION BUT A PORTION OF THE SURFACE MARK
 BW1976'WAS BROKEN OFF.  THE MARK WAS REBUILT AND REENFORCED WITH CONCRETE.
 BW1976'REFERENCE MARK NO. 1 WAS FOUND UPROOTED.  THE DISK WAS STAMPED
 BW1976'NO. 3 AND USED TO ESTABLISH REFERENCE MARK NO. 3.  THE AZIMUTH
 BW1976'MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 BW1976'A NEW DESCRIPTION FOLLOWS--
 BW1976'
 BW1976'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF BUDE AND
 BW1976'1.0 MILE SOUTHWEST OF EDDICTON, ON THE RIGHT-OF-WAY OF U.S.
 BW1976'HIGHWAY 84, 0.35 MILE EAST OF A CONCRETE BRIDGE ON THE HIGHWAY,
 BW1976'ON THE TOP OF A 5 FOOT CUT BANK AND AT THE SOUTHEAST CORNER
 BW1976'OF A SMALL TRIANGULAR SHAPED FIELD.  IT IS 46 FEET NORTHWEST
 BW1976'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A FENCE
 BW1976'LINE, 22 FEET WEST-SOUTHWEST OF A 12-INCH PINE TREE, AND 24
 BW1976'FEET EAST-NORTHEAST OF A 10-INCH PINE TREE IN A FENCE LINE.
 BW1976'IT IS A STANDARD DISK, STAMPED EDDICETON 1949, PROJECTING 6
 BW1976'INCHES.
 BW1976'
 BW1976'REFERENCE MARK NO. 2 IS 98.05 FEET NORTHWEST OF THE STATION,
 BW1976'ON THE NORTHWEST SLOPE OF THE HILL AND AT THE NORTH EDGE OF THE
 BW1976'TRIANGULAR SHAPED FIELD.  IT IS 96 FEET NORTHWEST OF THE
 BW1976'RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BW1976'EDDICETON NO 2 1949, PROJECTING 6 INCHES.
 BW1976'
 BW1976'REFERENCE MARK NO. 3 IS 71.00 FEET SOUTHWEST OF THE STATION,
 BW1976'1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 47 FEET
 BW1976'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 46 FEET SOUTHWEST
 BW1976'OF A 10-INCH PINE TREE IN THE FENCE LINE.  IT IS A STANDARD
 BW1976'DISK, STAMPED EDDICETON NO 3 1949, PROJECTING 6 INCHES.
 BW1976'
 BW1976'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION ON THE
 BW1976'RIGHT-OF-WAY OF U.S. HIGHWAY 84, 34 FEET SOUTHEAST OF THE
 BW1976'CENTER OF THE HIGHWAY, 25 FEET NORTHEAST OF THE CENTER OF A
 BW1976'DRIVEWAY LEADING TO A HOUSE, 77 FEET NORTH OF A POWER POLE
 BW1976'WITH A TRANSFORMER AND 25 FEET NORTH OF THE NORTHEAST CORNER
 BW1976'OF A CATTLE GUARD.  IT IS 0.15 MILE SOUTHWEST OF THE CONCRETE
 BW1976'BRIDGE.  IT IS A STANDARD DISK, STAMPED EDDICETON 1949,
 BW1976'PROJECTING 6 INCHES.
 BW1976'
 BW1976'TO REACH THE STATION FROM THE HIGH SCHOOL IN BUDE GO NORTHEAST
 BW1976'ON U.S. HIGHWAY 84 FOR 2.55 MILES TO THE AZIMUTH MARK ON THE
 BW1976'RIGHT, CONTINUE FOR 0.5 MILE TO THE STATION ON THE LEFT.
 BW1976
 BW1976                          STATION RECOVERY (1956)
 BW1976
 BW1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CH)
 BW1976'DESCRIPTION SATISFACTORY.  MONUMENT HAS BEEN CHIPPED BY
 BW1976'HIGHWAY R/W MTCE EQUIPMENT BUT DOES NOT APPEAR TO HAVE BEEN
 BW1976'DISTURBED IN ITS LOCATION.
 BW1976
 BW1976                          STATION RECOVERY (1958)
 BW1976
 BW1976'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BW1976'THE STATION, REFERENCE MARK 3 AND AZIMUTH MARK WERE FOUND
 BW1976'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 BW1976
 BW1976                          STATION RECOVERY (1968)
 BW1976
 BW1976'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW1976'THE STATION WAS VISITED 2-13-68 AND THE STATION MARK, REFERENCE
 BW1976'MARK NO. 2, NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW1976'CONDITION.
 BW1976'
 BW1976'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF BUDE AND 1 MILE
 BW1976'SOUTHWEST OF EDDICETON, IN THE NORTHEAST, 1/4 OF SECTION 16,
 BW1976'T 6N, R 4E, AND ON PROPERTY OWNED BY MISSISSIPPI HIGHWAY
 BW1976'DEPARTMENT.  IT IS 46 FEET NORTHWEST OF THE CENTER OF U.S.
 BW1976'HIGHWAY 84, 13 FEET SOUTHEAST OF A 16 INCH PINE TREE, 23
 BW1976'FEET WEST OF A 22 INCH PINE TREE AND 1 FOOT NORTH OF A METAL
 BW1976'WITNESS POST.
 BW1976'
 BW1976'IT IS A STANDARD TRIANGULATION DISK, STAMPED EDDICETON 1949
 BW1976'PROJECTING 6 INCHES.
 BW1976'
 BW1976'REFERENCE MARK NO. 2 IS 98.05 FEET NORTHWEST OF THE STATION.
 BW1976'IT IS ON THE NORTHWEST SLOPE OF A HILL AND 1 FOOT SOUTH OF A
 BW1976'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED EDDICETON
 BW1976'NO 2 1949 PROJECTING 6 INCHES.
 BW1976'
 BW1976'REFERENCE MARK NO. 3 IS 71 FEET SOUTHWEST OF THE STATION.
 BW1976'IT IS 47 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 84, 46
 BW1976'FEET SOUTHWEST OF A 20 INCH PINE TREE AND 1 FOOT NORTH OF A
 BW1976'METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 BW1976'STAMPED EDDICETON NO 3 1949 PROJECTING 1 INCH.
 BW1976'
 BW1976'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 125.65
 BW1976'FEET.
 BW1976'
 BW1976'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION.  IT
 BW1976'IS 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 84, 26 FEET
 BW1976'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A HOUSE,
 BW1976'14 FEET NORTH OF A FENCE, 23.5 FEET NORTHEAST OF A FENCE
 BW1976'CORNER AND 1 FOOT WEST OF A METAL WITNESS POST.  THE AZIMUTH
 BW1976'IS NOT VISIBLE FROM THE STATION.  IT IS A STANDARD AZIMUTH
 BW1976'MARK DISK, STAMPED EDDICETON 1949 PROJECTING 6 INCHES.
 BW1976'
 BW1976'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUDE GO
 BW1976'NORTH ON MAIN STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 BW1976'HIGHWAY 84.  TURN RIGHT (NORTHEAST) AND CONTINUE ON U.S.
 BW1976'HIGHWAY 84 FOR 2.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BW1976'CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.5 MILE TO THE
 BW1976'STATION ON THE LEFT AS DESCRIBED.
 BW1976'
 BW1976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BW1976'NORTHEAST OF BUDE
 BW1976
 BW1976                          STATION RECOVERY (1975)
 BW1976
 BW1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BW1976'THE STATION WAS VISITED 9-4-75 AND ALL MARKS WERE RECOVERED IN GOOD
 BW1976'CONDITION.  THE AZIMUTH MARK WAS GOING TO BE DESTROYED BY ROAD
 BW1976'CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS DATE AND
 BW1976'THE DISK WAS RECLAIMED FROM THE OLD AZIMUTH MARK.  A NEW
 BW1976'DESCRIPTION FOLLOWS--
 BW1976'
 BW1976'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF BUDE, 1 MILE SOUTHWEST
 BW1976'OF EDDICETON, IN THE NORTHEAST 1/4 OF SECTION 16, T 6N, R 4E.
 BW1976'
 BW1976'TO REACH FROM THE POST OFFICE IN BUDE GO NORTH ON MAIN STREET FOR
 BW1976'0.15 MILE TO THE INTERSECTION OF U. S. HIGHWAY 84, TURN RIGHT AND GO
 BW1976'EASTERLY ON U. S. HIGHWAY 84 FOR 2.95 MILES TO THE AZIMUTH MARK
 BW1976'ON THE RIGHT, CONTINUE EASTERLY ON U. S. HIGHWAY 84 FOR 0.15 TO
 BW1976'STATION ON THE LEFT.
 BW1976'
 BW1976'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BW1976'EDDICETON 1949, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 BW1976'INCHES.  IT IS 167 FEET NORTH-NORTHWEST OF THE CENTER OF NEW
 BW1976'HIGHWAY, 23 FEET WEST OF A 24 INCH PINE TREE, 13 FEET SOUTHEAST OF A
 BW1976'20 INCH PINE TREE AND 1 FOOT NORTH OF A METAL WITNESS POST AND
 BW1976'SIGN.
 BW1976'
 BW1976'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BW1976'EDDICETON NO 2 1949, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 BW1976'6 INCHES.  IT IS IN PINE WOODS ON NORTHWEST SLOPE OF SMALL HILL,
 BW1976'264 FEET NORTH-NORTHWEST OF THE CENTER OF NEW HIGHWAY AND 1 FOOT
 BW1976'SOUTH OF A METAL WITNESS POST AND SIGN.
 BW1976'
 BW1976'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 BW1976'EDDICETON NO 3 1949, SET IN TOP OF A ROUND CONCRETE POST PROJECTING
 BW1976'4 INCHES.  IT IS 167 FEET NORTH-NORTHWEST OF THE CENTER OF NEW
 BW1976'HIGHWAY, 46 FEET SOUTHWEST OF A 24 INCH PINE TREE AND 1 FOOT NORTH
 BW1976'OF A METAL WITNESS POST AND SIGN.
 BW1976'
 BW1976'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 IS 125.49 FEET
 BW1976'(38.25) METERS.
 BW1976'
 BW1976'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED EDDICETON
 BW1976'1949 AZ 2 1975 SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 BW1976'THE SURFACE OF THE GROUND.  IT IS 0.15 MILE SOUTH-SOUTHWEST OF THE
 BW1976'STATION, 126 FEET SOUTH-SOUTHEAST OF THE CENTER OF NEW HIGHWAY,
 BW1976'7.8 FEET EAST OF THE EAST BRACE POST IN FENCELINE, 7.2 FEET
 BW1976'NORTH-NORTHEAST OF A POWER POLE, AND 1 FOOT NORTH-NORTHWEST
 BW1976'OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 BW1976'
 BW1976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BW1976'NORTHEAST OF BUDE.
 BW1976
 BW1976                          STATION RECOVERY (1975)
 BW1976
 BW1976'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 BW1976'THE STATION WAS VISITED 6-4-75 AND THE STATION MARK, RM NO 2, RM NO
 BW1976'3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW1976'MARK MAY HAVE TO BE MOVED IN THE NEAR FUTURE DUE TO ROAD
 BW1976'CONSTRUCTION. A SMALL AMOUNT OF CLEARING WILL BE REQUIRED FOR THE
 BW1976'AZIMUTH TO BE VISIBLE FROM THE STATION.
 BW1976'
 BW1976'THE STATION IS LOCATED 3.1 MILES NORTHEAST OF BUDE ON THE NORTHWEST
 BW1976'ROW OF U. S. HIGHWAY 84, 1 MILE SOUTHWEST OF THE COMMUNITY OF
 BW1976'EDDICETON, 1.8 MILES WEST OF THE HOMOCHITTO RIVER IN THE NORTHEAST
 BW1976'1/4 OF SECTION 16, T 6N, R 4E.  IT IS 46 FEET NORTHWEST OF THE
 BW1976'CENTER OF HIGHWAY 84, 23 FEET SOUTHWEST OF A 22 INCH PINE, 13 FEET
 BW1976'EAST OF A 16 INCH PINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 BW1976'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.
 BW1976'
 BW1976'IT IS A TRIANGULATION DISK STAMPED EDDICETON 1949.
 BW1976'
 BW1976'REFERENCE MARK NO 2 IS 98.05 FEET NORTHWEST OF THE STATION.  IT IS
 BW1976'144 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84, 12 FEET EAST OF A
 BW1976'14 INCH GUM, 1 FOOT WEST OF A METAL WITNESS POST AND PROJECTS
 BW1976'4 INCHES.
 BW1976'
 BW1976'IT IS A REFERENCE MARK DISK, STAMPED EDDICETON NO 2 1949.
 BW1976'
 BW1976'REFERENCE MARK NO 3 IS 71.00 FEET SOUTHWEST OF THE STATION.  IT IS
 BW1976'47 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84, 46 FEET SOUTHWEST
 BW1976'OF A 20 INCH PINE.  1 FOOT NORTHWEST OF A METAL WITNESS POST ABOUT
 BW1976'1-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 5 INCHES.
 BW1976'IT IS A REFERENCE MARK DISK, STAMPED EDDICETON NO 3 1949.
 BW1976'
 BW1976'THE DISTANCE BETWEEN REFERENCE MARK NO 2 AND NO 3 IS 125.65 FEET.
 BW1976'
 BW1976'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION.  IT IS 34 FEET
 BW1976'SOUTHEAST OF THE CENTER OF HIGHWAY 84, 76 FEET NORTH OF A POWER POLE
 BW1976'WITH A GUY WIRE, 26 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BW1976'WITH A GUY WIRE, 26 FEET NORTHEAST OF THE CENTER OF A PRIVATE
 BW1976'ROAD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST ABOUT 1/2 FOOT
 BW1976'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES.  IT IS AN
 BW1976'AZIMUTH MARK DISK STAMPED EDDICETON 1949.
 BW1976'
 BW1976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 98 AT
 BW1976'THE WEST EDGE OF BUDE GO EAST ON U. S. HIGHWAY 84 THROUGH BUDE FOR
 BW1976'3.5 MILES TO A NARROW CROSSROAD.  CONTINUE EAST ON U. S. HIGHWAY 84
 BW1976'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON
 BW1976'U.S. HIGHWAY 84 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 BW1976'
 BW1976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.1 MILES
 BW1976'NORTHEAST OF BUDE.
 BW1976
 BW1976                          STATION RECOVERY (1976)
 BW1976
 BW1976'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BW1976'3.1 MI NE FROM BUDE.
 BW1976'THE MARK IS LOCATED 3.1 MILES NORTHEAST OF BUDE ON THE NORTHWEST ROW
 BW1976'OF U.S. HIGHWAY 84, 1 MILE SOUTHWEST OF THE COMMUNITY OF EDDICETON,
 BW1976'1.8 MILES WEST OF THE BRIDGE OVER THE HOMOCHITTO RIVER IN THE
 BW1976'NORTHEAST 1/4 OF SECTION 16, T 6N, R 4E.  IT IS 46 FEET NORTHWEST OF
 BW1976'THE CENTER OF HIGHWAY 84, 23 FEET SOUTHWEST OF A 22 INCH PINE, 13 FEET
 BW1976'EAST OF A 16 INCH PINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET
 BW1976'IN THE TOP OF A SQUARE CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF
 BW1976'THE HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE JUNCTION
 BW1976'OF U.S. HIGHWAY 84 AND U.S. HIGHWAY 98 AT THE WEST EDGE OF BUDE GO
 BW1976'EAST ON U.S. HIGHWAY 84 THROUGH BUDE FOR 3.5 MILES TO A NARROW
 BW1976'CROSSROAD.  CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 0.75 MILE TO THE
 BW1976'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1973 ***********************************************************************
 BW1973  DESIGNATION -  EDDICETON AZ MK
 BW1973  PID         -  BW1973
 BW1973  STATE/COUNTY-  MS/FRANKLIN
 BW1973  USGS QUAD   -  BUDE (1988)
 BW1973
 BW1973                         *CURRENT SURVEY CONTROL
 BW1973  ___________________________________________________________________
 BW1973* NAD 83(1986)-  31 29 31.     (N)    090 48 18.     (W)     SCALED    
 BW1973* NAVD 88     -        82.032  (meters)     269.13   (feet)  ADJUSTED  
 BW1973  ___________________________________________________________________
 BW1973  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW1973  DYNAMIC HT  -          81.932 (meters)     268.81  (feet)  COMP
 BW1973  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 BW1973
 BW1973  VERT ORDER  -  SECOND    CLASS II
 BW1973
 BW1973.The horizontal coordinates were scaled from a topographic map and have
 BW1973.an estimated accuracy of +/- 6 seconds.
 BW1973
 BW1973.The orthometric height was determined by differential leveling
 BW1973.and adjusted in May 1996.
 BW1973
 BW1973.The geoid height was determined by GEOID03.
 BW1973
 BW1973.The dynamic height is computed by dividing the NAVD 88
 BW1973.geopotential number by the normal gravity value computed on the
 BW1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1973.degrees latitude (g = 980.6199 gals.).
 BW1973
 BW1973.The modeled gravity was interpolated from observed gravity values.
 BW1973
 BW1973;                    North         East    Units  Estimated Accuracy
 BW1973;SPC MS W     -   220,910.      655,190.      MT  (+/- 180 meters Scaled)
 BW1973
 BW1973                          SUPERSEDED SURVEY CONTROL
 BW1973
 BW1973  NGVD 29 (??/??/92)   82.105  (m)          269.37   (f) ADJ UNCH    2 2
 BW1973
 BW1973.Superseded values are not recommended for survey control.
 BW1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1973.See file dsdata.txt to determine how the superseded data were derived.
 BW1973
 BW1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ084862(NAD 83)
 BW1973_MARKER: DZ = AZIMUTH MARK DISK
 BW1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1973_STAMPING: EDDICETON 1949
 BW1973_MARK LOGO: CGS   
 BW1973_PROJECTION: PROJECTING 15 CENTIMETERS
 BW1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1973+STABILITY: SURFACE MOTION
 BW1973
 BW1973  HISTORY     - Date     Condition        Report By
 BW1973  HISTORY     - 1949     MONUMENTED       CGS
 BW1973  HISTORY     - 1976     GOOD             MSHD
 BW1973
 BW1973                          STATION DESCRIPTION
 BW1973
 BW1973'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BW1973'2.65 MI NE FROM BUDE.
 BW1973'THE MARK IS LOCATED 2.65 MILES NORTHEAST OF BUDE ON THE SOUTHEAST ROW
 BW1973'OF U.S. HIGHWAY 84, 1.55 MILES SOUTHWEST OF THE COMMUNITY OF
 BW1973'EDDICETON, 2.3 MILES SOUTHWEST OF THE HOMOCHITTO RIVER BRIDGE IN THE
 BW1973'SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 16, T 5N, R 4E.  (NOTE)
 BW1973'THIS MARK MAY HAVE TO BE MOVED IN THE NEAR FUTURE DUE TO ROAD
 BW1973'CONSTRUCTION.  IT IS 34 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 84, 76
 BW1973'FEET NORTH OF A POWER POLE WITH A GUY WIRE, 26 FEET NORTHEAST OF A
 BW1973'PRIVATE ROAD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP
 BW1973'OF A SQUARE CONCRETE POST ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 BW1973'HIGHWAY AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF
 BW1973'U.S. HIGHWAY 84 AND 98 AT THE WEST EDGE OF BUDE GO EAST THROUGH BUDE
 BW1973'FOR 3.5 MILES TO A NARROW CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84
 BW1973'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1975 ***********************************************************************
 BW1975  DESIGNATION -  EDDICETON RM 2
 BW1975  PID         -  BW1975
 BW1975  STATE/COUNTY-  MS/FRANKLIN
 BW1975  USGS QUAD   -  BUDE (1988)
 BW1975
 BW1975                         *CURRENT SURVEY CONTROL
 BW1975  ___________________________________________________________________
 BW1975* NAD 83(1986)-  31 29 36.     (N)    090 48 12.     (W)     SCALED    
 BW1975* NAVD 88     -        84.978  (meters)     278.80   (feet)  ADJUSTED  
 BW1975  ___________________________________________________________________
 BW1975  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1975  DYNAMIC HT  -          84.874 (meters)     278.46  (feet)  COMP
 BW1975  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BW1975
 BW1975  VERT ORDER  -  SECOND    CLASS II
 BW1975
 BW1975.The horizontal coordinates were scaled from a topographic map and have
 BW1975.an estimated accuracy of +/- 6 seconds.
 BW1975
 BW1975.The orthometric height was determined by differential leveling
 BW1975.and adjusted in May 1996.
 BW1975
 BW1975.The geoid height was determined by GEOID03.
 BW1975
 BW1975.The dynamic height is computed by dividing the NAVD 88
 BW1975.geopotential number by the normal gravity value computed on the
 BW1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1975.degrees latitude (g = 980.6199 gals.).
 BW1975
 BW1975.The modeled gravity was interpolated from observed gravity values.
 BW1975
 BW1975;                    North         East    Units  Estimated Accuracy
 BW1975;SPC MS W     -   221,070.      655,350.      MT  (+/- 180 meters Scaled)
 BW1975
 BW1975                          SUPERSEDED SURVEY CONTROL
 BW1975
 BW1975  NGVD 29 (??/??/92)   85.050  (m)          279.03   (f) ADJ UNCH    2 2
 BW1975
 BW1975.Superseded values are not recommended for survey control.
 BW1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1975.See file dsdata.txt to determine how the superseded data were derived.
 BW1975
 BW1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ086863(NAD 83)
 BW1975_MARKER: DR = REFERENCE MARK DISK
 BW1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1975_STAMPING: EDDICETON NO 2 1949
 BW1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1975+STABILITY: SURFACE MOTION
 BW1975
 BW1975  HISTORY     - Date     Condition        Report By
 BW1975  HISTORY     - 1949     MONUMENTED       CGS
 BW1975  HISTORY     - 1976     GOOD             MSHD
 BW1975
 BW1975                          STATION DESCRIPTION
 BW1975
 BW1975'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BW1975'3.1 MI NE FROM BUDE.
 BW1975'THE MARK IS LOCATED 3.1 MILES NORTHEAST OF BUDE, 1 MILE SOUTHWEST OF
 BW1975'THE COMMUNITY OF EDDICETON, 1.8 MILES WEST OF THE BRIDGE OVER THE
 BW1975'HOMOCHITTO RIVER IN THE NORTHEAST 1/4 OF SECTION 16, T 6N, R 4E.  IT
 BW1975'IS 98.05 FEET NORTHWEST OF THE STATION, 144 FEET NORTHWEST OF THE
 BW1975'CENTER OF HIGHWAY 84, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE
 BW1975'TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BW1975'PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 BW1975'84 AND 98 AT THE WEST EDGE OF BUDE GO EAST ON U.S. HIGHWAY 84 THROUGH
 BW1975'BUDE FOR 3.5 MILES TO A CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84
 BW1975'FOR 0.75 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1974 ***********************************************************************
 BW1974  DESIGNATION -  EDDICETON RM 3
 BW1974  PID         -  BW1974
 BW1974  STATE/COUNTY-  MS/FRANKLIN
 BW1974  USGS QUAD   -  BUDE (1988)
 BW1974
 BW1974                         *CURRENT SURVEY CONTROL
 BW1974  ___________________________________________________________________
 BW1974* NAD 83(1986)-  31 29 36.     (N)    090 48 12.     (W)     SCALED    
 BW1974* NAVD 88     -        86.249  (meters)     282.97   (feet)  ADJUSTED  
 BW1974  ___________________________________________________________________
 BW1974  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW1974  DYNAMIC HT  -          86.145 (meters)     282.63  (feet)  COMP
 BW1974  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BW1974
 BW1974  VERT ORDER  -  SECOND    CLASS II
 BW1974
 BW1974.The horizontal coordinates were scaled from a topographic map and have
 BW1974.an estimated accuracy of +/- 6 seconds.
 BW1974
 BW1974.The orthometric height was determined by differential leveling
 BW1974.and adjusted in May 1996.
 BW1974
 BW1974.The geoid height was determined by GEOID03.
 BW1974
 BW1974.The dynamic height is computed by dividing the NAVD 88
 BW1974.geopotential number by the normal gravity value computed on the
 BW1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1974.degrees latitude (g = 980.6199 gals.).
 BW1974
 BW1974.The modeled gravity was interpolated from observed gravity values.
 BW1974
 BW1974;                    North         East    Units  Estimated Accuracy
 BW1974;SPC MS W     -   221,070.      655,350.      MT  (+/- 180 meters Scaled)
 BW1974
 BW1974                          SUPERSEDED SURVEY CONTROL
 BW1974
 BW1974  NGVD 29 (??/??/92)   86.322  (m)          283.21   (f) ADJ UNCH    2 2
 BW1974
 BW1974.Superseded values are not recommended for survey control.
 BW1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1974.See file dsdata.txt to determine how the superseded data were derived.
 BW1974
 BW1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ086863(NAD 83)
 BW1974_MARKER: DR = REFERENCE MARK DISK
 BW1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1974_STAMPING: EDDICETON NO 3 1949
 BW1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1974+STABILITY: SURFACE MOTION
 BW1974
 BW1974  HISTORY     - Date     Condition        Report By
 BW1974  HISTORY     - 1956     MONUMENTED       CGS
 BW1974  HISTORY     - 1976     GOOD             MSHD
 BW1974
 BW1974                          STATION DESCRIPTION
 BW1974
 BW1974'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BW1974'3.1 MI NE FROM BUDE.
 BW1974'THE MARK IS LOCATED 3.1 MILES NORTHEAST OF BUDE ON THE NORTHWEST ROW
 BW1974'OF U.S. HIGHWAY 84, 1 MILE SOUTHWEST OF THE COMMUNITY OF EDDICETON,
 BW1974'1.8 MILES WEST OF THE BRIDGE OVER THE HOMOCHITTO RIVER IN THE
 BW1974'NORTHEAST 1/4 OF SECTION 16, T 6N, R 4E.  IT IS 71.00 FEET SOUTHWEST
 BW1974'OF THE STATION, 47 FEET NORTHWEST OF THE CENTER OF HIGHWAY 84, 46 FEET
 BW1974'SOUTHWEST OF A 20 INCH PINE, 1 FOOT NORTH OF A METAL WITNESS POST SET
 BW1974'IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 1/2 FEET ABOVE THE LEVEL
 BW1974'OF THE HIGHWAY AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE
 BW1974'JUNCTION OF U.S. HIGHWAY 84 AND U.S. HIGHWAY 98 GO EAST ON U.S.
 BW1974'HIGHWAY 84 THROUGH BUDE FOR 3.5 MILES TO A NARROW CROSSROAD. CONTINUE
 BW1974'EAST ON U.S. HIGHWAY 84 FOR 0.75 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2555 ***********************************************************************
 CP2555  DESIGNATION -  EDEN
 CP2555  PID         -  CP2555
 CP2555  STATE/COUNTY-  MS/YAZOO
 CP2555  USGS QUAD   -  EDEN (1988)
 CP2555
 CP2555                         *CURRENT SURVEY CONTROL
 CP2555  ___________________________________________________________________
 CP2555* NAD 83(1993)-  32 57 40.85056(N)    090 19 01.35290(W)     ADJUSTED  
 CP2555* NAVD 88     -       102.0    (meters)     335.     (feet)  VERTCON   
 CP2555  ___________________________________________________________________
 CP2555  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CP2555  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP2555  HORZ ORDER  -  FIRST
 CP2555
 CP2555.The horizontal coordinates were established by classical geodetic methods
 CP2555.and adjusted by the National Geodetic Survey in May 1994.
 CP2555
 CP2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2555
 CP2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2555
 CP2555.The geoid height was determined by GEOID03.
 CP2555
 CP2555;                    North         East     Units Scale Factor Converg.
 CP2555;SPC MS W     -   383,752.961   701,523.021   MT  0.99995003   +0 00 31.9
 CP2555;SPC MS W     - 1,259,029.51  2,301,580.11   sFT  0.99995003   +0 00 31.9
 CP2555;UTM  15      - 3,650,197.876   750,777.617   MT  1.00037550   +1 27 37.8
 CP2555
 CP2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2555!SPC MS W     -   0.99998822  x   0.99995003  =   0.99993825
 CP2555!UTM  15      -   0.99998822  x   1.00037550  =   1.00036371
 CP2555
 CP2555|---------------------------------------------------------------------|
 CP2555| PID    Reference Object                     Distance      Geod. Az  |
 CP2555|                                                           dddmmss.s |
 CP2555| CP2556 EDEN RM 2                            20.065 METERS 10618     |
 CP2555| CY3507 EDEN AZ MK                                         1381446.2 |
 CP2555| CP2568 WOLF                                APPROX.16.6 KM 2701755.4 |
 CP2555| CY3508 EDEN RM 1                            19.410 METERS 34901     |
 CP2555|---------------------------------------------------------------------|
 CP2555
 CP2555                          SUPERSEDED SURVEY CONTROL
 CP2555
 CP2555  NAD 83(1986)-  32 57 40.86302(N)    090 19 01.34847(W) AD(       ) 1
 CP2555  NAD 27      -  32 57 40.39320(N)    090 19 01.02540(W) AD(       ) 1
 CP2555  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG    3  
 CP2555
 CP2555.Superseded values are not recommended for survey control.
 CP2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2555.See file dsdata.txt to determine how the superseded data were derived.
 CP2555
 CP2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5077850198(NAD 83)
 CP2555_MARKER: DS = TRIANGULATION STATION DISK
 CP2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2555_STAMPING: EDEN 1957
 CP2555_MARK LOGO: CGS   
 CP2555
 CP2555  HISTORY     - Date     Condition        Report By
 CP2555  HISTORY     - 1957     MONUMENTED       CGS
 CP2555  HISTORY     - 1959     GOOD             CGS
 CP2555  HISTORY     - 1960     GOOD             MSHD
 CP2555  HISTORY     - 1966     GOOD             MSHD
 CP2555
 CP2555                          STATION DESCRIPTION
 CP2555
 CP2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 CP2555'THE STATION IS ABOUT 9 MILES NORTHEAST OF YAZOO CITY, ABOUT
 CP2555'1.75 MILES SOUTH OF EDEN, ABOUT 1 MILE SOUTHEAST OF U.S.
 CP2555'HIGHWAY 49E, NEAR THE SITE OF THE EDEN LOOKOUT TOWER.  IT
 CP2555'IS 11 FEET NORTHEAST OF A WHITE WITNESS POST, 34 FEET NORTH
 CP2555'OF THE CENTERLINE OF A GRAVELED ROAD AND 54 FEET SOUTHWEST
 CP2555'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 CP2555'3 INCHES AND THE DISK IS STAMPED EDEN 1957.
 CP2555'
 CP2555'TO REACH THE STATION FROM THE MAIN CROSSROAD AND U.S. HIGHWAY
 CP2555'49E IN EDEN, GO EAST AND SOUTHEAST ON A PAVED ROAD FOR 2.15
 CP2555'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY
 CP2555'ON THE GRAVELED ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON THE
 CP2555'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.15 MILE
 CP2555'TO THE LOOKOUT TOWER AND THE MARK ON THE RIGHT.
 CP2555'
 CP2555'REFERENCE MARK 1 IS 26 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 CP2555'ROAD AND 5 FEET SOUTH OF A 5 INCH PINE TREE.  THE MARK PROJECTS
 CP2555'5 INCHES AND THE DISK IS STAMPED EDEN NO 1 1957.
 CP2555'
 CP2555'REFERENCE MARK 2 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 CP2555'TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED EDEN NO 2 1957.
 CP2555'
 CP2555'THE AZIMUTH MARK IS 65 FEET NORTHEAST OF THE CENTERLINE OF
 CP2555'A GRAVELED ROAD, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CP2555'OF A FRAME HOUSE, 2 FEET SOUTH OF A WHITE WITNESS POST, 13
 CP2555'FEET NORTH OF A FENCE CORNER AND ON THE PROPERTY OF MR. B.W.
 CP2555'BARTON.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 CP2555'EDEN 1957.
 CP2555'
 CP2555'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CP2555
 CP2555                          STATION RECOVERY (1959)
 CP2555
 CP2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2555'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CP2555'CONDITION.
 CP2555'
 CP2555'NOTE--A METAL, WITNESS SIGNPOST WAS SET 18 INCHES EAST OF THE
 CP2555'STATION MARK AND ONE 2 FEET WEST OF THE AZIMUTH MARK.
 CP2555
 CP2555                          STATION RECOVERY (1960)
 CP2555
 CP2555'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2555'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 CP2555'AS DESCRIBED AND IN GOOD CONDITION.  THE 1957 DESCRIPTION TO
 CP2555'REACH THE STATION IS CORRECT AND ADEQUATE.
 CP2555'
 CP2555'OBSERVATIONS MADE FROM A 50 FOOT ALUMINUM TOWER
 CP2555
 CP2555                          STATION RECOVERY (1966)
 CP2555
 CP2555'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2555'THE STATION WAS VISITED 8-3-66 AND ALL MARKS WERE FOUND IN GOOD
 CP2555'CONDITION.
 CP2555'
 CP2555'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY
 CP2555'GO EAST ON U.S. HIGHWAY 49 WEST FOR 1.7 MILES TO THE INTERSECTION OF
 CP2555'U.S. HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 49
 CP2555'EAST FOR 3.55 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS,
 CP2555'CONTINUE NORTH ON HIGHWAY 49 EAST FOR 7.85 MILES TO A SIDE ROAD
 CP2555'RIGHT, TURN RIGHT (SOUTHEAST) AND CONTINUE ON AN ALL-WEATHER ROAD
 CP2555'FOR 0.95 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 CP2555'(SOUTH) ON AN ALL-WEATHER ROAD FOR 0.1 MILE TO A T
 CP2555'INTERSECTION AND THE LOOKOUT TOWER AND THE STATION ON THE RIGHT
 CP2555'AS DESCRIBED.  TO REACH THE AZIMUTH TURN LEFT (SOUTHEAST) AND
 CP2555'CONTINUE ON AN ALL-WEATHER ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT
 CP2555'AS DESCRIBED.
 CP2555'
 CP2555'THE STATION DISK IS STAMPED EDEN (1957), 34 FEET NORTH OF THE CENTER
 CP2555'OF A GRAVEL ROAD, 54 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 CP2555'TOWER, AND 1.4 FEET NORTHEAST OF A METAL WITNESS POST.
 CP2555'
 CP2555'R.M. 1 IS 26 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 5 FEET SOUTH
 CP2555'OF AN 8 INCH PINE, AND STAMPED EDEN NO. 1 (1957).
 CP2555'
 CP2555'R.M. 2 IS SET IN THE CENTER OF THE LOOKOUT TOWER AND STAMPED EDEN
 CP2555'NO. 2 (1957).
 CP2555'
 CP2555'THE AZIMUTH MARK IS 65 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD,
 CP2555'25.3 FEET SOUTHWEST OF A 16 INCH WALNUT, 2 FEET SOUTH OF A METAL
 CP2555'WITNESS POST, AND STAMPED EDEN (1957).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2556 ***********************************************************************
 CP2556  DESIGNATION -  EDEN RM 2
 CP2556  PID         -  CP2556
 CP2556  STATE/COUNTY-  MS/YAZOO
 CP2556  USGS QUAD   -  EDEN (1988)
 CP2556
 CP2556                         *CURRENT SURVEY CONTROL
 CP2556  ___________________________________________________________________
 CP2556* NAD 83(1993)-  32 57 40.66779(N)    090 19 00.61134(W)     ADJUSTED  
 CP2556* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 CP2556  ___________________________________________________________________
 CP2556  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CP2556  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP2556  HORZ ORDER  -  SECOND
 CP2556
 CP2556.The horizontal coordinates were established by classical geodetic methods
 CP2556.and adjusted by the National Geodetic Survey in May 1994.
 CP2556
 CP2556.The orthometric height was scaled from a topographic map.
 CP2556
 CP2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2556
 CP2556.The geoid height was determined by GEOID03.
 CP2556
 CP2556;                    North         East     Units Scale Factor Converg.
 CP2556;SPC MS W     -   383,747.334   701,542.279   MT  0.99995003   +0 00 32.3
 CP2556;SPC MS W     - 1,259,011.04  2,301,643.29   sFT  0.99995003   +0 00 32.3
 CP2556;UTM  15      - 3,650,192.736   750,797.021   MT  1.00037562   +1 27 38.2
 CP2556
 CP2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2556!SPC MS W     -   0.99998837  x   0.99995003  =   0.99993841
 CP2556!UTM  15      -   0.99998837  x   1.00037562  =   1.00036399
 CP2556
 CP2556                          SUPERSEDED SURVEY CONTROL
 CP2556
 CP2556  NAD 83(1986)-  32 57 40.68021(N)    090 19 00.60676(W) AD(       ) 2
 CP2556  NAD 27      -  32 57 40.21040(N)    090 19 00.28380(W) AD(       ) 2
 CP2556
 CP2556.Superseded values are not recommended for survey control.
 CP2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2556.See file dsdata.txt to determine how the superseded data were derived.
 CP2556
 CP2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5079750193(NAD 83)
 CP2556_MARKER: 57 = LOOKOUT TOWER
 CP2556_STAMPING: EDEN NO 2 1957
 CP2556_MARK LOGO: CGS   
 CP2556
 CP2556  HISTORY     - Date     Condition        Report By
 CP2556  HISTORY     - 1957     FIRST OBSERVED   CGS
 CP2556  HISTORY     - 1959     GOOD             CGS
 CP2556  HISTORY     - 1960     GOOD             MSHD
 CP2556  HISTORY     - 1966     GOOD             MSHD
 CP2556
 CP2556                          STATION DESCRIPTION
 CP2556
 CP2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 CP2556'THE STATION IS ABOUT 9 MILES NORTHEAST OF YAZOO CITY, ABOUT 1.75
 CP2556'MILES SOUTH OF EDEN AND ABOUT 1 MILE SOUTHEAST OF U.S. HIGHWAY
 CP2556'49E.  THE TOWER IS A 4 LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 CP2556'OBSERVATION PLATFORM ON TOP AND IS ABOUT 110 FEET HIGH.
 CP2556'
 CP2556'R.M. 2 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 CP2556'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CP2556'EDEN, THE DISTANCE BEING 65.84 FEET (20.065 METERS) EAST
 CP2556'OF STATION EDEN.
 CP2556'
 CP2556'TO REACH THE STATION FROM THE MAIN CROSSROAD AND U.S. HIGHWAY
 CP2556'49E IN EDEN, GO EAST AND SOUTHEAST ON PAVED ROAD FOR 2.15
 CP2556'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE
 CP2556'GRAVELED ROAD 1.25 MILES TO THE TOWER ON THE RIGHT.
 CP2556
 CP2556                          STATION RECOVERY (1959)
 CP2556
 CP2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2556'STATION RECOVERED AS PREVIOUSLY DESCRIBED BY W.N. MARTIN.
 CP2556
 CP2556                          STATION RECOVERY (1960)
 CP2556
 CP2556'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 CP2556'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION
 CP2556'IS ADEQUATE.
 CP2556
 CP2556                          STATION RECOVERY (1966)
 CP2556
 CP2556'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2556'THE STATION WAS VISITED 8-3-66 AND WAS FOUND IN GOOD CONDITION.
 CP2556'
 CP2556'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY
 CP2556'GO EAST ON U.S. HIGHWAY 49 WEST FOR 1.7 MILES TO THE INTERSECTION
 CP2556'OF U.S. HIGHWAY 49 EAST, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY
 CP2556'49 EAST FOR 3.55 MILES TO THE MISSISSIPPI HIGHWAY 3 OVERPASS,
 CP2556'CONTINUE NORTH ON HIGHWAY 49 EAST FOR 7.85 MILES TO A SIDE ROAD
 CP2556'RIGHT, TURN RIGHT (SOUTHEAST) AND CONTINUE ON AN ALL-WEATHER ROAD
 CP2556'FOR 0.95 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTH ON
 CP2556'AN ALL-WEATHER ROAD FOR 0.1 MILE TO A T INTERSECTION, AND THE
 CP2556'TOWER ON THE RIGHT AS DESCRIBED.  (NOTE) EDEN NO. 2 WAS SET IN
 CP2556'THE CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1326 ***********************************************************************
 CO1326  DESIGNATION -  EDINBURG FAA MW QJH
 CO1326  PID         -  CO1326
 CO1326  STATE/COUNTY-  MS/LEAKE
 CO1326  USGS QUAD   -  MADDEN (1972)
 CO1326
 CO1326                         *CURRENT SURVEY CONTROL
 CO1326  ___________________________________________________________________
 CO1326* NAD 83(1993)-  32 43 29.81598(N)    089 20 28.06850(W)     ADJUSTED  
 CO1326* NAVD 88     -              **(meters)            **(feet)            
 CO1326  ___________________________________________________________________
 CO1326  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CO1326  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CO1326  HORZ ORDER  -  THIRD
 CO1326
 CO1326.The horizontal coordinates were established by classical geodetic methods
 CO1326.and adjusted by the National Geodetic Survey in May 1994.
 CO1326
 CO1326
 CO1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1326
 CO1326.The geoid height was determined by GEOID03.
 CO1326
 CO1326;                    North         East     Units Scale Factor Converg.
 CO1326;SPC MS E     -   357,651.200   252,400.179   MT  0.99997793   -0 16 28.3
 CO1326;SPC MS E     - 1,173,393.98    828,082.92   sFT  0.99997793   -0 16 28.3
 CO1326;UTM  16      - 3,623,219.458   280,599.760   MT  1.00019359   -1 15 58.1
 CO1326
 CO1326                          SUPERSEDED SURVEY CONTROL
 CO1326
 CO1326  NAD 83(1986)-  32 43 29.82800(N)    089 20 28.06786(W) AD(       ) 4
 CO1326  NAD 27      -  32 43 29.34279(N)    089 20 27.83140(W) AD(       ) 3
 CO1326
 CO1326.Superseded values are not recommended for survey control.
 CO1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1326.See file dsdata.txt to determine how the superseded data were derived.
 CO1326
 CO1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8060023219(NAD 83)
 CO1326_MARKER: 43 = RADIO/TV TOWER
 CO1326
 CO1326  HISTORY     - Date     Condition        Report By
 CO1326  HISTORY     - 1970     FIRST OBSERVED   NGS
 CO1326
 CO1326                          STATION DESCRIPTION
 CO1326
 CO1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1326'THE STATION IS THE RED LIGHT ATOP THE EDINBURG, FEDERAL AVIATION
 CO1326'ADMINISTRATION RML REPEATER RADAR MICROWAVE SITE THAT IS LOCATED
 CO1326'ABOUT 5 MILES SOUTH OF EDINBURG AND 1.6 MILES WEST OF THE
 CO1326'JUNCTION OF STATE HIGHWAYS 427 AND 488 IN LAUREL HILL.  THE TOWER
 CO1326'IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 CO1326'RED AND WHITE WITH TWO FAN SHAPED ANTENNAS LOCATED NEAR THE
 CO1326'TOP.  IT IS 250 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1829 ***********************************************************************
 EG1829  DESIGNATION -  EDLIN
 EG1829  PID         -  EG1829
 EG1829  STATE/COUNTY-  MS/MARSHALL
 EG1829  USGS QUAD   -  LAWS HILL (1971)
 EG1829
 EG1829                         *CURRENT SURVEY CONTROL
 EG1829  ___________________________________________________________________
 EG1829* NAD 83(1993)-  34 34 42.29272(N)    089 34 22.91140(W)     ADJUSTED  
 EG1829* NAVD 88     -       179.72   (+/-2cm)     589.6    (feet)  VERTCON   
 EG1829  ___________________________________________________________________
 EG1829  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EG1829  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EG1829  HORZ ORDER  -  THIRD
 EG1829  VERT ORDER  -  THIRD ? (See Below)
 EG1829
 EG1829.The horizontal coordinates were established by classical geodetic methods
 EG1829.and adjusted by the National Geodetic Survey in May 1994.
 EG1829
 EG1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1829.The vertical order pertains to the NGVD 29 superseded value.
 EG1829
 EG1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1829
 EG1829.The geoid height was determined by GEOID03.
 EG1829
 EG1829;                    North         East     Units Scale Factor Converg.
 EG1829;SPC MS E     -   563,354.810   232,132.574   MT  1.00000675   -0 25 11.3
 EG1829;SPC MS E     - 1,848,273.24    761,588.29   sFT  1.00000675   -0 25 11.3
 EG1829;SPC MS W     -   563,368.856   769,757.959   MT  1.00000996   +0 25 53.5
 EG1829;SPC MS W     - 1,848,319.32  2,525,447.57   sFT  1.00000996   +0 25 53.5
 EG1829;UTM  16      - 3,829,301.361   263,980.345   MT  1.00028666   -1 27 39.4
 EG1829
 EG1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1829!SPC MS E     -   0.99997604  x   1.00000675  =   0.99998279
 EG1829!SPC MS W     -   0.99997604  x   1.00000996  =   0.99998600
 EG1829!UTM  16      -   0.99997604  x   1.00028666  =   1.00026270
 EG1829
 EG1829|---------------------------------------------------------------------|
 EG1829| PID    Reference Object                     Distance      Geod. Az  |
 EG1829|                                                           dddmmss.s |
 EG1829| CG3997 EDLIN RM 1                            7.750 METERS 08256     |
 EG1829| CG3996 EDLIN AZ MK                                        0931032.4 |
 EG1829| CG3998 EDLIN RM 2                           13.202 METERS 14452     |
 EG1829|---------------------------------------------------------------------|
 EG1829
 EG1829                          SUPERSEDED SURVEY CONTROL
 EG1829
 EG1829  NAD 83(1986)-  34 34 42.30365(N)    089 34 22.91051(W) AD(       ) 3
 EG1829  NAD 27      -  34 34 41.93800(N)    089 34 22.61000(W) AD(       ) 3
 EG1829  NGVD 29 (07/19/86)  179.69   (m)          589.5    (f) LEVELING    3  
 EG1829
 EG1829.Superseded values are not recommended for survey control.
 EG1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1829.See file dsdata.txt to determine how the superseded data were derived.
 EG1829
 EG1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6398029301(NAD 83)
 EG1829_MARKER: DS = TRIANGULATION STATION DISK
 EG1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1829+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2008
 EG1829
 EG1829  HISTORY     - Date     Condition        Report By
 EG1829  HISTORY     - 1956     MONUMENTED       CGS
 EG1829  HISTORY     - 1966     GOOD             MSHD
 EG1829  HISTORY     - 19700422 GOOD             USGS
 EG1829  HISTORY     - 20080305 GOOD             MSDOT
 EG1829
 EG1829                          STATION DESCRIPTION
 EG1829
 EG1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1829'THE STATION IS ABOUT 15.5 MILES SOUTHWEST OF HOLLY SPRINGS, 6.5 MILES
 EG1829'NORTHWEST OF
 EG1829'ABBEVILLE, 5.5 MILES SOUTH OF STATE HIGHWAY 4, 0.33 MILE
 EG1829'SOUTH OF THE LAWS HILL SCHOOL
 EG1829'AND IN MR E C EDLINS FARMYARD IN
 EG1829'SECTION 12, T 6 S, R 4 W.  IT IS ON THE HIGHEST
 EG1829'HILL IN THE VICINITY
 EG1829'AND THE LAND IS OWNED BY MR E C EDLIN.
 EG1829'
 EG1829'TO REACH THE STATION FROM THE CROSSROAD IN CHULAHOMA, GO EAST ON
 EG1829'STATE HIGHWAY 4 FOR 4.3
 EG1829'MILES TO WHERE THE HIGHWAY CURVES LEFT, CONTINUE STRAIGHT
 EG1829'AHEAD ON GRAVEL ROAD 0.05
 EG1829'MILE TO A CROSSROAD, TURN RIGHT AND GO
 EG1829'SOUTHERLY ON THE GRAVEL ROAD FOR 1.85 MILES
 EG1829'TO JOHN BROWNS MAIL BOX
 EG1829'ON THE LEFT AND TRIANGULATION STATION SHILOH ON THE RIGHT.
 EG1829'CONTINUE
 EG1829'SOUTHERLY ON THE GRAVEL ROAD FOR 12.6 MILES TO FORK, KEEP RIGHT FORK
 EG1829'AND GO SOUTHERLY
 EG1829'1.3 MILES TO THE LAWS HILL SCHOOL ON THE LEFT,
 EG1829'CONTINUE SOUTHERLY 0.2 MILE TO A
 EG1829'FORK, KEEP RIGHT FORK AND GO 0.1
 EG1829'MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD, SOUTH
 EG1829'0.1 MILE TO THE E
 EG1829'C EDLIN FARMHOUSE ON THE LEFT AND THE STATION IN THE NORTHEASTERN
 EG1829'CORNER OF THE
 EG1829'FENCED LAWN.
 EG1829'
 EG1829'THE STATION MARK, STAMPED EDLIN 1956, IS A STANDARD DISK SET IN A
 EG1829'SQUARE CONCRETE POST
 EG1829'FLUSH WITH THE SURFACE FO THE GROUND.  IT IS 32.2 FEET
 EG1829'EAST-NORTHEAST OF THE NORTHEAST
 EG1829'CORNER OF THE HOUSE, 26 FEET
 EG1829'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 EG1829'FENCE AND 7.3 FEET
 EG1829'SOUTH OF THE WOVEN WIRE FENCE ALONG THE NORTH SIDE OF THE
 EG1829'FARMYARD.
 EG1829'
 EG1829'REFERENCE MARK NO 1, STAMPED EDLIN NO 1 1956, IS A STANDARD DISK SET
 EG1829'IN A SQUARE CONCRETE
 EG1829'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 57
 EG1829'FEET EAST-NORTHEAST OF THE
 EG1829'NORTHEAST CORNER OF THE HOUSE AND 1.5 FEET
 EG1829'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF
 EG1829'THE FENCE.
 EG1829'
 EG1829'REFERENCE MARK NO 2, STAMPED EDLIN NO 2 1956, IS A STANDARD DISK SET
 EG1829'IN A SQUARE CONCRETE
 EG1829'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EG1829'IT IS 42 FEET EAST OF THE
 EG1829'SOUTHEAST CORNER OF THE HOUSE, 29.6 FEET
 EG1829'NORTH OF THE SOUTHEAST CORNER OF THE FENCE
 EG1829'AND 1 FOOT WEST OF THE
 EG1829'FENCE ALONG THE EAST SIDE OF THE YARD.  THE DISTANCE BETWEEN
 EG1829'REFERENCE
 EG1829'MARK NO 1 AND REFERENCE MARK NO 2 IS 38.51 FEET.
 EG1829'
 EG1829'THE AZIMUTH MARK, STAMPED EDLIN 1956, IS A STANDARD DISK SET IN A
 EG1829'SQUARE CONCRETE POST
 EG1829'WHICH PROJECTS 4 INCHES.  IT IS 45 YARDS SOUTHEAST OF
 EG1829'THE CENTER OF THE TRACK ROAD, 2
 EG1829'FEET WEST OF A POWER POLE IN A
 EG1829'NORTHWEST-SOUTHEAST POWER LINE, AND 1 FOOT
 EG1829'SOUTHWEST OF A WHITE
 EG1829'WITNESS POST.
 EG1829'
 EG1829'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 EG1829'ROAD 0.1 MILE TO THE
 EG1829'CROSSROAD, TURN RIGHT AND GO EAST 1.1 MILE TO A
 EG1829'CROSS-FENCE AND A WIRE GATE,
 EG1829'TURN LEFT THROUGH THE GATE AND FOLLOW
 EG1829'THE TRACK ROAD 0.1 MILE TO A CURVE TO THE LEFT.
 EG1829'FROM HERE THE MARK
 EG1829'IS 45 YARDS SOUTHEAST NEAR THE POWER POLE.
 EG1829'
 EG1829'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EG1829
 EG1829                          STATION RECOVERY (1966)
 EG1829
 EG1829'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1829'THE STATION WAS VISITED 5-18-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1829'CONDITION.
 EG1829'
 EG1829'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1829'SOUTH ON
 EG1829'MISSISSIPPI HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF
 EG1829'HIGHWAY 7, TURN RIGHT
 EG1829'(WEST) AND CONTINUE ON HIGHWAY 7 FOR 0.1 MILE
 EG1829'TO AN INTERSECTION, TURN LEFT (SOUTH)
 EG1829'AND CONTINUE ON HIGHWAY 7 FOR
 EG1829'9.15 MILES TO A SIDE ROAD LEFT LEADING TO THE VILLAGE OF
 EG1829'WATERFORD,
 EG1829'CONTINUE SOUTH ON HIGHWAY 7 FOR 5.45 MILES TO A SIDE ROAD RIGHT, TURN
 EG1829'RIGHT (WEST) AND
 EG1829'CONTINUE ON AN ALL-WEATHER ROAD FOR 5.05 MILES TO A
 EG1829'TRACK ROAD RIGHT (CONTINUE WEST ON
 EG1829'AN ALL-WEATHER ROAD FOR 1.1 MILES
 EG1829'TO A CROSSROADS, TURN LEFT (SOUTH) AND CONTINUE FOR
 EG1829'0.1 MILE TO THE
 EG1829'EDLIN HOUSE AND THE MARK ON THE LEFT AS DESCRIBED), TURN RIGHT
 EG1829'(NORTHEAST) AND
 EG1829'CONTINUE FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT AS
 EG1829'DESCRIBED.  THE STATION DISK IS
 EG1829'STAMPED EDLIN 1956.
 EG1829'
 EG1829'IT IS 32.2 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 EG1829'26 FEET
 EG1829'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCE, AND 7.3
 EG1829'FEET SOUTH OF A FENCE.
 EG1829'
 EG1829'RM 1 IS 57 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 EG1829'19 FEET NORTH OF
 EG1829'THE NORTHWEST CORNER OF A STORAGE HOUSE, AND STAMPED
 EG1829'EDLIN NO 1 (1956).
 EG1829'
 EG1829'RM 2 IS 35 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 29.6 FEET
 EG1829'NORTH OF THE
 EG1829'SOUTHEAST CORNER OF THE FENCE, 9 FEET SOUTH OF THE
 EG1829'SOUTHWEST CORNER OF THE STORAGE
 EG1829'HOUSE, 1 FOOT WEST OF THE FENCE, AND
 EG1829'STAMPED EDLIN NO 2 (1956).
 EG1829'
 EG1829'THE AZIMUTH MARK IS APPROXIMATELY 105 FEET EAST OF THE CENTER OF THE
 EG1829'TRACK ROAD, 1.7
 EG1829'FEET WEST OF A POWER POLE, 0.9 FEET WEST OF A METAL
 EG1829'WITNESS POST, AND STAMPED EDLIN
 EG1829'(1956).
 EG1829
 EG1829                          STATION RECOVERY (1970)
 EG1829
 EG1829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 EG1829'RECOVERED IN GOOD CONDITION.
 EG1829
 EG1829                          STATION RECOVERY (2008)
 EG1829
 EG1829'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1829'THE STATION WAS VISITED MARCH 5, 2008. THE STATION AND RM 2 WERE
 EG1829'LOCATED, RM 1 AND THE AZIMUTH MARK WERE NOT FOUND. THE 1966
 EG1829'DESCRIPTION IS SUFFICIENT FOR GETTING TO THE SITE BUT THE HOUSE AND
 EG1829'SOME OF THE OUTBUILDINGS IN THE DESCRIPTION ARE NO LONGER PRESENT.
 EG1829' 
 EG1829'THE STATION IS 43.0 FEET WEST OF THE NORTHWEST CORNER OF A UNDERGROUND
 EG1829'CONCRETE STORM SHELTER, 44.1 FEET EAST OF A 20 INCH ASH, 100.2 FEET
 EG1829'NORTH OF THE NORTHWEST CORNER OF A TIN SHED, AND 102.3 FEET NORTHEAST
 EG1829'OF A POLE WITH LAMP.
 EG1829' 
 EG1829'RM 2 IS 29.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF UNDERGROUND
 EG1829'CONCRETE STORMSHELTER, 80.2 FEET SOUTHEAST OF A 20 INCH ASH, 58.3 FEET
 EG1829'NORTH OF THE NORTHWEST CORNER OF A TIN SHED, AND 86.4 FEET EAST OF THE
 EG1829'POLE WITH LAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1929 ***********************************************************************
 BV1929  CBN         -  This is a Cooperative Base Network Control Station.
 BV1929  DESIGNATION -  EDM BASELINE SOUTH AZ MK
 BV1929  PID         -  BV1929
 BV1929  STATE/COUNTY-  MS/FORREST
 BV1929  USGS QUAD   -  DIXIE (1982)
 BV1929
 BV1929                         *CURRENT SURVEY CONTROL
 BV1929  ___________________________________________________________________
 BV1929* NAD 83(2007)-  31 14 39.93322(N)    089 16 24.57940(W)     ADJUSTED  
 BV1929* NAVD 88     -        81.816  (meters)     268.42   (feet)  ADJUSTED  
 BV1929  ___________________________________________________________________
 BV1929  EPOCH DATE  -        2002.00
 BV1929  X           -      69,205.525 (meters)                     COMP
 BV1929  Y           -  -5,457,592.278 (meters)                     COMP
 BV1929  Z           -   3,289,121.237 (meters)                     COMP
 BV1929  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BV1929  ELLIP HEIGHT-          54.811 (meters)          (02/10/07) ADJUSTED
 BV1929  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV1929  DYNAMIC HT  -          81.715 (meters)     268.09  (feet)  COMP
 BV1929
 BV1929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1929  Type    PID    Designation                      North   East  Ellip
 BV1929  -------------------------------------------------------------------
 BV1929  NETWORK BV1929 EDM BASELINE SOUTH AZ MK          0.71   0.71   2.88
 BV1929  -------------------------------------------------------------------
 BV1929  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 BV1929
 BV1929  VERT ORDER  -  SECOND    CLASS II
 BV1929
 BV1929.The horizontal coordinates were established by GPS observations
 BV1929.and adjusted by the National Geodetic Survey in February 2007.
 BV1929
 BV1929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1929.The horizontal coordinates are valid at the epoch date displayed above.
 BV1929.The epoch date for horizontal control is a decimal equivalence
 BV1929.of Year/Month/Day.
 BV1929
 BV1929.The orthometric height was determined by differential leveling
 BV1929.and adjusted in May 1996.
 BV1929
 BV1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1929
 BV1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1929
 BV1929.The ellipsoidal height was determined by GPS observations
 BV1929.and is referenced to NAD 83.
 BV1929
 BV1929.The geoid height was determined by GEOID03.
 BV1929
 BV1929.The dynamic height is computed by dividing the NAVD 88
 BV1929.geopotential number by the normal gravity value computed on the
 BV1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1929.degrees latitude (g = 980.6199 gals.).
 BV1929
 BV1929.The modeled gravity was interpolated from observed gravity values.
 BV1929
 BV1929;                    North         East     Units Scale Factor Converg.
 BV1929;SPC MS E     -   193,458.796   258,072.263   MT  0.99997168   -0 13 41.9
 BV1929;SPC MS E     -   634,706.07    846,692.08   sFT  0.99997168   -0 13 41.9
 BV1929;UTM  16      - 3,458,919.789   283,487.589   MT  1.00017825   -1 10 46.9
 BV1929
 BV1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1929!SPC MS E     -   0.99999139  x   0.99997168  =   0.99996307
 BV1929!UTM  16      -   0.99999139  x   1.00017825  =   1.00016964
 BV1929
 BV1929                          SUPERSEDED SURVEY CONTROL
 BV1929
 BV1929  ELLIP H (04/15/02)   54.818  (m)                       GP(       ) 4 2
 BV1929  NAD 83(1993)-  31 14 39.93299(N)    089 16 24.57919(W) AD(       ) B
 BV1929  ELLIP H (02/15/02)   54.814  (m)                       GP(       ) 4 1
 BV1929
 BV1929.Superseded values are not recommended for survey control.
 BV1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1929.See file dsdata.txt to determine how the superseded data were derived.
 BV1929
 BV1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8348858920(NAD 83)
 BV1929_MARKER: DR = REFERENCE MARK DISK
 BV1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1929_SP_SET: CONCRETE POST
 BV1929_STAMPING: EDM BASELINE SOUTH AZI
 BV1929_MARK LOGO: MSHD  
 BV1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1929+STABILITY: SURFACE MOTION
 BV1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1929+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV1929
 BV1929  HISTORY     - Date     Condition        Report By
 BV1929  HISTORY     - UNK      MONUMENTED       MSHD
 BV1929  HISTORY     - 20000401 GOOD             NGS
 BV1929  HISTORY     - 20080201 GOOD             MSDOT
 BV1929
 BV1929                          STATION DESCRIPTION
 BV1929
 BV1929'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT UNK
 BV1929'MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, ON THE
 BV1929'SOUTH SIDE OF THE U.S. HIGHWAY 98 R.O.W. FENCE, 0.3 MI (0.5 KM)
 BV1929'EAST OF U.S. HIGHWAY 49, DIRECTLY ACROSS BOTH LANES OF U.S. HIGHWAY
 BV1929'98 FROM 1050 M (3444.9 FT) AND IS IN SECTION 2, T 3N, R 13W.  TO
 BV1929'REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98, L0CATED
 BV1929'5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO SOUTH ON U.S. HIGHWAY 49
 BV1929'FOR 0.65 MI (1.05 KM) TO A CROSSOVER, TURN LEFT AND GO NORTH ALONG A
 BV1929'FRONTAGE ROAD FOR 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT.  MARK IS A
 BV1929'MSHD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 BV1929'FLUSH WITH THE GROUND, 791.53 FT (241.26 M) SOUTH OF CALIBRATION BASE
 BV1929'LINE MARKER 1050 M, 185 FT (56.4 M) WEST OF A POWER POLE, 101 FT
 BV1929'(30.8 M) EAST OF A CONCRETE POST AT ANGLE IN R.O.W. FENCE, 100 FT
 BV1929'(30.5 M) NORTHWEST OF THE CENTER OF A CONCRETE DRIVE, 21 FT (6.4 M)
 BV1929'NORTHWEST OF THE CENTER OF THE PAVED ROAD AND 4 FT (1.2 M) SOUTH OF A
 BV1929'FENCE AND A CARSONITE WITNESS POST.
 BV1929
 BV1929                          STATION RECOVERY (2000)
 BV1929
 BV1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV1929'RECOVERED AS DESCRIBED.
 BV1929
 BV1929                          STATION RECOVERY (2008)
 BV1929
 BV1929'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2217 ***********************************************************************
 BH2217  DESIGNATION -  EDWARDS
 BH2217  PID         -  BH2217
 BH2217  STATE/COUNTY-  MS/JACKSON
 BH2217  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2217
 BH2217                         *CURRENT SURVEY CONTROL
 BH2217  ___________________________________________________________________
 BH2217* NAD 83(1993)-  30 24 23.99506(N)    088 32 14.16320(W)     ADJUSTED  
 BH2217* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2217  ___________________________________________________________________
 BH2217  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2217  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH2217  HORZ ORDER  -  SECOND
 BH2217
 BH2217.The horizontal coordinates were established by classical geodetic methods
 BH2217.and adjusted by the National Geodetic Survey in May 1994.
 BH2217
 BH2217.The orthometric height was scaled from a topographic map.
 BH2217
 BH2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2217
 BH2217.The geoid height was determined by GEOID03.
 BH2217
 BH2217;                    North         East     Units Scale Factor Converg.
 BH2217;SPC MS E     -   100,537.536   328,447.736   MT  0.99995998   +0 08 59.5
 BH2217;SPC MS E     -   329,846.90  1,077,582.28   sFT  0.99995998   +0 08 59.5
 BH2217;SPC AL W     -    45,534.887   500,332.456   MT  1.00005584   -0 31 30.1
 BH2217;UTM  16      - 3,364,851.347   352,333.639   MT  0.99986901   -0 46 41.5
 BH2217
 BH2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2217!SPC MS E     -   1.00000381  x   0.99995998  =   0.99996379
 BH2217!SPC AL W     -   1.00000381  x   1.00005584  =   1.00005966
 BH2217!UTM  16      -   1.00000381  x   0.99986901  =   0.99987282
 BH2217
 BH2217|---------------------------------------------------------------------|
 BH2217| PID    Reference Object                     Distance      Geod. Az  |
 BH2217|                                                           dddmmss.s |
 BH2217| BH2228 GREENE                              307.937 METERS 16955     |
 BH2217| DD7884 EDWARDS RM                           22.685 METERS 28025     |
 BH2217|---------------------------------------------------------------------|
 BH2217
 BH2217                          SUPERSEDED SURVEY CONTROL
 BH2217
 BH2217  NAD 83(1993)-  30 24 24.00382(N)    088 32 14.15850(W) AD(       ) 2
 BH2217  NAD 83(1986)-  30 24 24.02012(N)    088 32 14.15517(W) AD(       ) 2
 BH2217  NAD 27      -  30 24 23.29800(N)    088 32 14.09600(W) AD(       ) 2
 BH2217
 BH2217.Superseded values are not recommended for survey control.
 BH2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2217.See file dsdata.txt to determine how the superseded data were derived.
 BH2217
 BH2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5233464851(NAD 83)
 BH2217_MARKER: DS = TRIANGULATION STATION DISK
 BH2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2217
 BH2217  HISTORY     - Date     Condition        Report By
 BH2217  HISTORY     - 1921     MONUMENTED       CGS
 BH2217  HISTORY     - 1959     GOOD             CGS
 BH2217  HISTORY     - 1968     GOOD             MSHD
 BH2217  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH2217
 BH2217                          STATION DESCRIPTION
 BH2217
 BH2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2217'STATION IS 1/2 MILE PLUS 142 METERS S OF A AND M DEPOT AT MOSS POINT
 BH2217'ON THE W (LEFT) SIDE OF THE TRACK.  ON EXTENSION OF BACK TANGENCY W
 BH2217'(LEFT) RAIL, 75 METERS N OF S END OF FIRST CURVE S OF DEPOT, 8.84
 BH2217'METERS OR 29.00 FEET W OF W AND NEAREST RAIL.
 BH2217'
 BH2217'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2217'SET IN CONCRETE.
 BH2217'
 BH2217'REFERENCE MARK ON SAME SIDE OF TRACK NEAR FENCE LINE.
 BH2217
 BH2217                          STATION RECOVERY (1959)
 BH2217
 BH2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2217'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT
 BH2217'RECOVERED.  THE DESCRIPTION IS OBSOLETE.
 BH2217'
 BH2217'LOCATED IN MOSS POINT AT THE INTERSECTION OF BAYOU STREET AND THE
 BH2217'MISS. EXPORT RAILROAD, IN THE YARD OF THE FIRST HOUSE SOUTH OF THE
 BH2217'ABOVE INTERSECTION, 165 FT SOUTH OF THE INTERSECTION OF BAYOU ST. AND
 BH2217'THE RAILROAD, 29 FT WEST OF THE WEST RAIL AND 15 FT NORTHEAST OF THE
 BH2217'NORTHEAST CORNER OF THE HOUSE.
 BH2217'
 BH2217'A STANDARD DISK STAMPED EDWARDS 1921, IN TOP OF A CONCRETE MONUMENT
 BH2217'PROJECTING 3 INCHES.
 BH2217
 BH2217                          STATION RECOVERY (1968)
 BH2217
 BH2217'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2217'THE STATION WAS VISITED 7-12-68 AND THE STATION MARK WAS FOUND IN
 BH2217'GOOD CONDITION.  THE REFERENCE MARK WAS NOT FOUND.
 BH2217'
 BH2217'THE STATION IS LOCATED 0.45 MILE SOUTHEAST OF MOSS POINT NEAR THE
 BH2217'WEST R.O.W. OF THE MISSISSIPPI EXPORT RAILROAD TRACK.  IT IS 29 FEET
 BH2217'WEST OF THE WEST RAIL, 13.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 BH2217'PORCH OF A FRAME HOUSE, 4.5 FEET SOUTH OF A 10-INCH PECAN, 174
 BH2217'FEET SOUTH OF THE CENTER OF BAYOU STREET, 1 FOOT WEST OF A METAL
 BH2217'WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 BH2217'
 BH2217'IT IS A TRIANGULATION DISK, STAMPED EDWARDS 1921 PROJECTING 2 INCHES.
 BH2217'
 BH2217'THE REFERENCE MARK IS 74.43 FEET WEST-NORTHWEST OF THE STATION.
 BH2217'
 BH2217'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO SOUTH
 BH2217'ON MAIN STREET (STATE HIGHWAY 63) FOR 0.6 MILE TO THE INTERSECTION
 BH2217'OF BAYOU STREET.  TURN LEFT AND CONTINUE EAST ON BAYOU STREET FOR 0.1
 BH2217'MILE TO THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD TRACK
 BH2217'AND THE MARK ON THE RIGHT.
 BH2217'
 BH2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.45 MILE
 BH2217'SOUTHEAST OF MOSS POINT
 BH2217
 BH2217                          STATION RECOVERY (2004)
 BH2217
 BH2217'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH2217'THE CURRENT LOCATION DOES NOT AGREE WITH 1968 DESCRIPTION. WITNESS
 BH2217'POST COULD NOT BE FOUND AND NEITHER COULD THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2699 ***********************************************************************
 CP2699  DESIGNATION -  EDWARDS 1931 AZ MK
 CP2699  PID         -  CP2699
 CP2699  STATE/COUNTY-  MS/HINDS
 CP2699  USGS QUAD   -  EDWARDS (1972)
 CP2699
 CP2699                         *CURRENT SURVEY CONTROL
 CP2699  ___________________________________________________________________
 CP2699* NAD 83(1993)-  32 20 34.75361(N)    090 35 08.25855(W)     ADJUSTED  
 CP2699* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 CP2699  ___________________________________________________________________
 CP2699  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CP2699  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2699  HORZ ORDER  -  SECOND
 CP2699
 CP2699.The horizontal coordinates were established by classical geodetic methods
 CP2699.and adjusted by the National Geodetic Survey in May 1994.
 CP2699
 CP2699.The orthometric height was scaled from a topographic map.
 CP2699
 CP2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2699
 CP2699.The geoid height was determined by GEOID03.
 CP2699
 CP2699;                    North         East     Units Scale Factor Converg.
 CP2699;SPC MS W     -   315,209.151   676,250.271   MT  0.99995695   -0 08 05.9
 CP2699;SPC MS W     - 1,034,148.69  2,218,664.43   sFT  0.99995695   -0 08 05.9
 CP2699;UTM  15      - 3,581,016.444   727,226.351   MT  1.00023675   +1 17 32.0
 CP2699
 CP2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2699!SPC MS W     -   0.99999271  x   0.99995695  =   0.99994966
 CP2699!UTM  15      -   0.99999271  x   1.00023675  =   1.00022946
 CP2699
 CP2699                          SUPERSEDED SURVEY CONTROL
 CP2699
 CP2699  NAD 83(1986)-  32 20 34.76708(N)    090 35 08.25477(W) AD(       ) 2
 CP2699  NAD 27      -  32 20 34.23976(N)    090 35 07.89876(W) AD(       ) 2
 CP2699
 CP2699.Superseded values are not recommended for survey control.
 CP2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2699.See file dsdata.txt to determine how the superseded data were derived.
 CP2699
 CP2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2722681016(NAD 83)
 CP2699_MARKER: DZ = AZIMUTH MARK DISK
 CP2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2699+STABILITY: SURFACE MOTION
 CP2699
 CP2699  HISTORY     - Date     Condition        Report By
 CP2699  HISTORY     - 1948     MONUMENTED       CGS
 CP2699
 CP2699                          STATION DESCRIPTION
 CP2699
 CP2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2699'THE STATION IS LOCATED ABOUT 1.7 MILES EAST OF EDWARDS, 250 FEET
 CP2699'NORTH OF U.S. HIGHWAY 80, AND 2.5 FEET SOUTHWEST OF A WITNESS
 CP2699'POST.  A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION
 CP2699'ED TO THIS MARK.  IT IS 196.707 METERS (645.36 FEET) EAST
 CP2699'OF STATION ED.
 CP2699'
 CP2699'TO REACH THIS MARK FROM THE TRAFFIC LIGHT IN EDWARDS, GO EAST ON
 CP2699'U.S. HIGHWAY 80 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT,
 CP2699'CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO STATION ED ON THE LEFT,
 CP2699'CONTINUE EAST ON THE HIGHWAY FOR 0.1 MILE TO THE STATION ON THE
 CP2699'LEFT AS DESCRIBED.
 CP2699'
 CP2699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0768 ***********************************************************************
 CP0768  DESIGNATION -  EDWARDS 2
 CP0768  PID         -  CP0768
 CP0768  STATE/COUNTY-  MS/HINDS
 CP0768  USGS QUAD   -  EDWARDS (1972)
 CP0768
 CP0768                         *CURRENT SURVEY CONTROL
 CP0768  ___________________________________________________________________
 CP0768* NAD 83(1993)-  32 20 37.66365(N)    090 35 37.68502(W)     ADJUSTED  
 CP0768* NAVD 88     -       100.786  (meters)     330.66   (feet)  ADJUSTED  
 CP0768  ___________________________________________________________________
 CP0768  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CP0768  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0768  DYNAMIC HT  -         100.671 (meters)     330.28  (feet)  COMP
 CP0768  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CP0768
 CP0768  HORZ ORDER  -  SECOND
 CP0768  VERT ORDER  -  FIRST     CLASS I
 CP0768
 CP0768.The horizontal coordinates were established by classical geodetic methods
 CP0768.and adjusted by the National Geodetic Survey in May 1994.
 CP0768
 CP0768.The orthometric height was determined by differential leveling
 CP0768.and adjusted in June 1991.
 CP0768
 CP0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0768
 CP0768.The geoid height was determined by GEOID03.
 CP0768
 CP0768.The dynamic height is computed by dividing the NAVD 88
 CP0768.geopotential number by the normal gravity value computed on the
 CP0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0768.degrees latitude (g = 980.6199 gals.).
 CP0768
 CP0768.The modeled gravity was interpolated from observed gravity values.
 CP0768
 CP0768;                    North         East     Units Scale Factor Converg.
 CP0768;SPC MS W     -   315,300.628   675,481.025   MT  0.99995741   -0 08 21.7
 CP0768;SPC MS W     - 1,034,448.81  2,216,140.66   sFT  0.99995741   -0 08 21.7
 CP0768;UTM  15      - 3,581,088.754   726,454.851   MT  1.00023243   +1 17 16.3
 CP0768
 CP0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0768!SPC MS W     -   0.99998834  x   0.99995741  =   0.99994576
 CP0768!UTM  15      -   0.99998834  x   1.00023243  =   1.00022077
 CP0768
 CP0768|---------------------------------------------------------------------|
 CP0768| PID    Reference Object                     Distance      Geod. Az  |
 CP0768|                                                           dddmmss.s |
 CP0768| CP0769 EDWARDS 2 RM 3                       17.863 METERS 00726     |
 CP0768| CP2698 EDWARDS                             283.292 METERS 01353     |
 CP0768| CP0767 EDWARDS 2 AZ MK                     374.123 METERS 14851     |
 CP0768| CP2700 EDWARDS MUNICIPAL TANK              APPROX. 1.8 KM 2175223.6 |
 CP0768| CP0770 EDWARDS 2 RM 4                       10.369 METERS 21953     |
 CP0768|---------------------------------------------------------------------|
 CP0768
 CP0768                          SUPERSEDED SURVEY CONTROL
 CP0768
 CP0768  NAD 83(1986)-  32 20 37.67711(N)    090 35 37.68150(W) AD(       ) 2
 CP0768  NAD 27      -  32 20 37.15020(N)    090 35 37.32450(W) AD(       ) 2
 CP0768  NGVD 29 (??/??/??)  100.811  (m)          330.74   (f) ADJUSTED    1 1
 CP0768
 CP0768.Superseded values are not recommended for survey control.
 CP0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0768.See file dsdata.txt to determine how the superseded data were derived.
 CP0768
 CP0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2645581089(NAD 83)
 CP0768_MARKER: DS = TRIANGULATION STATION DISK
 CP0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0768_SP_SET: CONCRETE POST
 CP0768_STAMPING: EDWARDS 2 1957
 CP0768_MARK LOGO: CGS   
 CP0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0768+STABILITY: SURFACE MOTION
 CP0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0768+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0768
 CP0768  HISTORY     - Date     Condition        Report By
 CP0768  HISTORY     - 1957     MONUMENTED       CGS
 CP0768  HISTORY     - 1961     GOOD             MSHD
 CP0768  HISTORY     - 1963     GOOD             CGS
 CP0768  HISTORY     - 1968     GOOD             CGS
 CP0768  HISTORY     - 1968     GOOD             NGS
 CP0768  HISTORY     - 1981     GOOD             NGS
 CP0768  HISTORY     - 19920204 GOOD             NGS
 CP0768
 CP0768                          STATION DESCRIPTION
 CP0768
 CP0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0768'THE STATION IS LOCATED 1.2 MILES NORTHEAST OF EDWARDS ON A
 CP0768'HIGH BARE HILL, THE FIRST HILL NORTH OF THE OVERPASS ON U.S.
 CP0768'HIGHWAY 80 IN PASTURE LAND OWNED BY EMMA LYNCH.  IT IS 75 FEET
 CP0768'EAST OF THE CENTER OF STATE HIGHWAY 22, 13 FEET EAST OF A FENCE
 CP0768'LINE, 25 FEET EAST OF THE EDGE OF A 30 FOOT CUT BANK, 65 FEET
 CP0768'NORTHWEST OF A LONE CEDAR TREE, AND 100 FEET SOUTHWEST OF A LONE
 CP0768'FORKED CEDAR TREE.  IT IS AT THE SOUTH EDGE OF THE HIGHEST
 CP0768'PART OF THE HILL.  IT IS A STANDARD DISK, STAMPED EDWARDS 2
 CP0768'1957, PROJECTING 6 INCHES.
 CP0768'
 CP0768'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 64 FEET EAST
 CP0768'OF THE CENTERLINE OF STATE HIGHWAY 22, 2 FEET EAST OF A FENCE LINE
 CP0768'AND 87 FEET WEST OF A LONE CEDAR TREE.  IT IS A STANDARD DISK,
 CP0768'STAMPED EDWARDS 2 NO 3 1957, PROJECTING 6 INCHES.
 CP0768'
 CP0768'REFERENCE MARK NO. 4 IS SOUTHWEST OF THE STATION, 64 FEET EAST OF
 CP0768'THE CENTERLINE OF STATE HIGHWAY 22, 2 FEET EAST OF A FENCE LINE
 CP0768'AND 46 FEET WEST-NORTHWEST OF A LONE CEDAR TREE.  IT IS A STANDARD
 CP0768'DISK, STAMPED EDWARDS 2 NO 4 1957, PROJECTING 2 INCHES.
 CP0768'
 CP0768'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 89.2 FEET.
 CP0768'
 CP0768'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION ON A BANK BETWEEN
 CP0768'THE NEW U.S. HIGHWAY 80 AND THE OLD U.S. HIGHWAY 80 AND
 CP0768'ON THE EAST SLOPE OF THE SMALL HILL.  IT IS 93 FEET NORTH OF
 CP0768'THE CENTERLINE OF THE OLD HIGHWAY, 98 FEET SOUTH OF THE SOUTH
 CP0768'LANE OF THE NEW HIGHWAY, 101 FEET NORTHEAST OF A TELEPHONE POLE,
 CP0768'31 FEET SOUTH OF THE NORTH EDGE OF THE BANK, AND 100 FEET EAST
 CP0768'OF THE CENTER OF AND OLD ROAD CONNECTING THE TWO HIGHWAYS.
 CP0768'IT IS A STANDARD DISK, STAMPED EDWARDS 2 1957, PROJECTING
 CP0768'4 INCHES.
 CP0768'
 CP0768'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN EDWARDS,
 CP0768'GO EAST ON OLD U.S. HIGHWAY 80 FOR 0.8 MILES TO THE JUNCTION
 CP0768'WITH STATE HIGHWAY 22, TURN LEFT AND GO NORTH FOR 0.25 MILE TO A
 CP0768'HIGH CUT BANK ON THE RIGHT AND THE STATION ON THE RIGHT.
 CP0768'
 CP0768'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 CP0768'HIGHWAY 22 TO THE JUNCTION WITH OLD U.S. HIGHWAY 80, TURN LEFT
 CP0768'AND GO EAST ON OLD U.S. HIGHWAY 80 FOR 0.25 MILE TO THE MARK
 CP0768'ON THE LEFT.
 CP0768'
 CP0768'*EDWARDS 1931 WAS DESTROYED AFTER OBSERVATIONS.
 CP0768
 CP0768                          STATION RECOVERY (1961)
 CP0768
 CP0768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0768'THE STATION WAS VISITED 9-26-61.  THE STATION, AZIMUTH MARK,
 CP0768'R.M. NO. 3 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  THE
 CP0768'1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CP0768'
 CP0768'A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE AZIMUTH MARK.
 CP0768'
 CP0768'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 CP0768
 CP0768                          STATION RECOVERY (1963)
 CP0768
 CP0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CP0768'THE STATION WAS VISITED SEPTEMBER 1, 1963 AND ALL MARKS WERE
 CP0768'FOUND IN GOOD CONDITION.
 CP0768'
 CP0768'THE 1957 DESCRIPTION IS CORRECT AND ADEQUATE WITH THE EXCEPTION OF
 CP0768'THE FENCE MENTIONED HAS BEEN TORN DOWN.  A METAL WITNESS POST WAS
 CP0768'SET 1.0 FOOT WEST OF THE MARK.
 CP0768'
 CP0768'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND TIED TO A LINE THAT
 CP0768'WAS ESTABLISHED BETWEEN VICKSBURG AND JACKSON.
 CP0768
 CP0768                          STATION RECOVERY (1968)
 CP0768
 CP0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP0768'THE STATION MARK, STAMPED EDWARDS 2 1957, IS ABOUT 0.85 MILE
 CP0768'NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY 467 FROM
 CP0768'THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.35 MILE
 CP0768'NORTH ALONG STATE HIGHWAY 22, 75 FEET EAST OF THE CENTERLINE OF
 CP0768'THE HIGHWAY, 68 FEET SOUTHWEST OF A 12-INCH COTTONWOOD TREE, 100
 CP0768'FEET SOUTHWEST OF A 14-INCH CEDAR TREE, 49-1/2 FEET SOUTH OF
 CP0768'A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 13 FEET EAST OF THE
 CP0768'WEST EDGE OF A BANK CUT, 58.61 FEET SOUTH OF R.M. 3, 34.02 FEET
 CP0768'NORTHEAST OF R.M. 4, 1.0 FOOT SOUTHEAST OF A METAL
 CP0768'WITNESS POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CP0768'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CP0768'THE SURFACE OF THE GROUND.
 CP0768'
 CP0768'R.M. 3, STAMPED EDWARDS 2 NO 3 1957, IS 58.61 FEET NORTH OF THE
 CP0768'STATION MARK, 64 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CP0768'48-1/2 FEET WEST OF A 12-INCH COTTONWOOD TREE, 87 FEET WEST OF A
 CP0768'14-INCH CEDAR TREE, 11 FEET NORTHWEST OF A CONCRETE HIGHWAY
 CP0768'RIGHT-OF-WAY MARKER, ABOUT 30 FEET ABOVE THE LEVEL OF THE
 CP0768'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 CP0768'INCHES ABOVE THE SURFACE OF THE GROUND.
 CP0768'
 CP0768'R.M. 4, STAMPED EDWARDS 2 NO 4 1957, IS 34.02 FEET SOUTHWEST
 CP0768'OF THE STATION MARK, 64 FEET EAST OF THE CENTERLINE OF THE
 CP0768'HIGHWAY, 156 FEET NORTH OF A TELEPHONE POLE WHICH IS BRACED BY A
 CP0768'GUY WIRE, 103 FEET SOUTHWEST OF A 12-INCH COTTONWOOD TREE,
 CP0768'ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 CP0768'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 CP0768'OF THE GROUND.
 CP0768'
 CP0768'THE AZIMUTH MARK, STAMPED EDWARDS 2 1957, IS 0.35 MILE SOUTH
 CP0768'ALONG STATE HIGHWAY 22, THENCE 0.3 MILE EAST ALONG OLD U.S.
 CP0768'HIGHWAY 80 FROM THE STATION MARK, 94-1/2 FEET NORTHWEST OF
 CP0768'THE CENTERLINE OF THE HIGHWAY, 100-1/2 FEET SOUTHEAST OF THE
 CP0768'CENTERLINE OF THE SOUTH TRAFFIC LANE INTERSTATE HIGHWAY 20,
 CP0768'101-1/2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 17, 59-1/2 FEET
 CP0768'NORTHWEST OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST,
 CP0768'ABOUT 7 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY, AND
 CP0768'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CP0768'ABOVE THE SURFACE OF THE GROUND.
 CP0768'
 CP0768'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 CP0768'NORTHEAST.
 CP0768
 CP0768                          STATION RECOVERY (1968)
 CP0768
 CP0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0768'1.2 MI NE FROM EDWARDS.
 CP0768'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0768'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.35
 CP0768'MILE NORTH ALONG STATE HIGHWAY 22, 75 FEET EAST OF THE CENTERLINE OF
 CP0768'THE HIGHWAY, 68 FEET SOUTHWEST OF A 12-INCH COTTONWOOD TREE, 100 FEET
 CP0768'SOUTHWEST OF A 14-INCH CEDAR TREE, 49 1/2 FEET SOUTH OF A CONCRETE
 CP0768'HIGHWAY RIGHT-OF-WAY MARKER, 13 FEET EAST OF THE WEST EDGE OF A CUT,
 CP0768'58.61 FEET SOUTH OF EDWARDS 2 RM 3, 34.02 FEET NORTHEAST OF EDWARDS 2
 CP0768'RM 4, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 30 FEET ABOVE
 CP0768'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP0768'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 22, T 6N, R 4W.
 CP0768
 CP0768                          STATION RECOVERY (1981)
 CP0768
 CP0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CP0768'THE STATION MARK, REFERENCE MARK NO 4 AND THE AZIMUTH MARK WERE
 CP0768'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 3 WAS FOUND
 CP0768'DESTROYED.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION DUE TO
 CP0768'PINE TREES.  THE EDWARDS MUNICIPAL WATER TANK IS VISIBLE AND WAS USED
 CP0768'AS AN AZIMUTH AND A NEW REFERENCE MARK NO 5 WAS ESTABLISHED AT THIS
 CP0768'DATE.  A NEW DESCRIPTION FOLLOWS.
 CP0768'
 CP0768'THE STATION IS LOCATED 1 MILE NORTHEAST OF EDWARDS, AT THE TOP OF A
 CP0768'40-FOOT CUT-BANK OF STATE HIGHWAY 22, 0.25 MILE NORTH OF INTERSTATE
 CP0768'HIGHWAY 20.
 CP0768'
 CP0768'TO REACH FROM THE BRIDGE ON STATE HIGHWAY 22 OVER INTERSTATE HIGHWAY
 CP0768'20, GO NORTH ON STATE HIGHWAY 22 FOR 0.25 MILE TO MARK ON RIGHT ATOP
 CP0768'CUT-BANK.
 CP0768'
 CP0768'STATION IS A STANDARD DISK, STAMPED---EDWARDS 2 1957---SET IN THE TOP
 CP0768'OF A ROUND CONCRETE POST AND PROJECTING 5 INCHES.  IT IS 187 FEET
 CP0768'NORTH OF THE END POLE OF TELEPHONE LINE, 124 FEET AND ACROSS HIGHWAY
 CP0768'FROM A POWER POLE WITH STREET LAMP AND TRANSFORMER, 87 FEET EAST OF
 CP0768'CENTER OF HIGHWAY, 49.5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 CP0768'12 FEET EAST OF THE EDGE OF CUT-BANK AND 1 FOOT EAST OF A METAL
 CP0768'WITNESS POST AND SIGN.
 CP0768'
 CP0768'REFERENCE MARK NO 4 IS A STANDARD DISK, STAMPED---EDWARDS 2 NO 4
 CP0768'1957---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP0768'GROUND.  IT IS 112 FEET EAST-SOUTHEAST OF POWER POLE WITH STREET LAMP
 CP0768'AND TRANSFORMER, 82 FEET SOUTH OF CONCRETE RIGHT-OF-WAY MARKER, 75
 CP0768'FEET EAST OF THE CENTER OF HIGHWAY, 1.5 FEET EAST OF EDGE OF CUT-BANK
 CP0768'AND 1 FOOT NORTH OF METAL WITNESS POST AND SIGN.
 CP0768'
 CP0768'REFERENCE MARK NO 5 IS A STANDARD DISK, STAMPED---EDWARDS 2 1957 NO 5
 CP0768'1981---SET IN THE TOP OF A ROUND CONCRETE POST AND PROJECTING 5
 CP0768'INCHES.
 CP0768'
 CP0768'IT IS 31.5 FEET EAST OF CUT-BANK, 41 FEET SOUTHEAST OF CONCRETE
 CP0768'RIGHT-OF-WAY MARKER, 13 FEET WEST OF A 5-INCH CEDAR TREE AND 1 FOOT
 CP0768'NORTH OF METAL WITNESS POST AND SIGN.
 CP0768'
 CP0768'AZIMUTH MARK IS A STANDARD DISK, STAMPED---EDWARDS 2 1957---SET IN THE
 CP0768'TOP OF A ROUND CONCRETE POST AND PROJECTING 4 INCHES.  IT IS 100.0
 CP0768'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANES OF I-20, 93 FEET
 CP0768'NORTH OF THE CENTER OF PAVED ROADS, 59 FEET NORTH OF A CONCRETE
 CP0768'RIGHT-OF-WAY MARKER AND FENCELINE, 49 FEET NORTH OF POWERLINE AND
 CP0768'BETWEEN TWO METAL WITNESS POST.
 CP0768'
 CP0768'TO REACH AZIMUTH MARK FROM THE BRIDGE OVER I-20, GO SOUTH ON STATE
 CP0768'HIGHWAY 22 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON
 CP0768'PAVED ROAD FOR 0.3 MILE TO MARK ON THE LEFT BETWEEN PAVED ROAD AND
 CP0768'INTERSTATE HIGHWAY 20.
 CP0768
 CP0768                          STATION RECOVERY (1992)
 CP0768
 CP0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0768'22.7 KM (14.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0768'JUNCTION OF U.S. HIGHWAY 61 (EXIT 5) IN VICKSBURG, THENCE 0.3 KM
 CP0768'(0.20 MI) NORTHERLY ALONG STATE HIGHWAY 22, 22.9 M (75.1 FT) EAST OF
 CP0768'THE CENTERLINE OF THE HIGHWAY, 15.1 M (49.5 FT) SOUTH OF A
 CP0768'RIGHT-OF-WAY MARKER, 10.4 M (34.1 FT) NORTH OF REFERENCE MARK 4, 9.2
 CP0768'M (30.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 8.7 M (28.5 FT) SOUTHWEST
 CP0768'OF REFERENCE MARK 5, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 CP0768'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0767 ***********************************************************************
 CP0767  DESIGNATION -  EDWARDS 2 AZ MK
 CP0767  PID         -  CP0767
 CP0767  STATE/COUNTY-  MS/HINDS
 CP0767  USGS QUAD   -  EDWARDS (1972)
 CP0767
 CP0767                         *CURRENT SURVEY CONTROL
 CP0767  ___________________________________________________________________
 CP0767* NAD 83(1993)-  32 20 27.26939(N)    090 35 30.28441(W)     ADJUSTED  
 CP0767* NAVD 88     -        80.612  (meters)     264.47   (feet)  ADJUSTED  
 CP0767  ___________________________________________________________________
 CP0767  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CP0767  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0767  DYNAMIC HT  -          80.520 (meters)     264.17  (feet)  COMP
 CP0767  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CP0767
 CP0767  HORZ ORDER  -  THIRD
 CP0767  VERT ORDER  -  FIRST     CLASS II
 CP0767
 CP0767.The horizontal coordinates were established by classical geodetic methods
 CP0767.and adjusted by the National Geodetic Survey in May 1994.
 CP0767
 CP0767.The orthometric height was determined by differential leveling
 CP0767.and adjusted in June 1991.
 CP0767
 CP0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0767
 CP0767.The geoid height was determined by GEOID03.
 CP0767
 CP0767.The dynamic height is computed by dividing the NAVD 88
 CP0767.geopotential number by the normal gravity value computed on the
 CP0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0767.degrees latitude (g = 980.6199 gals.).
 CP0767
 CP0767.The modeled gravity was interpolated from observed gravity values.
 CP0767
 CP0767;                    North         East     Units Scale Factor Converg.
 CP0767;SPC MS W     -   314,979.994   675,673.767   MT  0.99995729   -0 08 17.7
 CP0767;SPC MS W     - 1,033,396.86  2,216,773.02   sFT  0.99995729   -0 08 17.7
 CP0767;UTM  15      - 3,580,772.932   726,655.574   MT  1.00023356   +1 17 19.9
 CP0767
 CP0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0767!SPC MS W     -   0.99999151  x   0.99995729  =   0.99994880
 CP0767!UTM  15      -   0.99999151  x   1.00023356  =   1.00022507
 CP0767
 CP0767:                Primary Azimuth Mark                     Grid Az
 CP0767:SPC MS W     -  ED                                       070 22 17.9
 CP0767:UTM  15      -  ED                                       068 56 40.3
 CP0767
 CP0767|---------------------------------------------------------------------|
 CP0767| PID    Reference Object                     Distance      Geod. Az  |
 CP0767|                                                           dddmmss.s |
 CP0767| CP0762 ED                                  424.556 METERS 0701400.2 |
 CP0767| CP0768 EDWARDS 2                           374.123 METERS 32851     |
 CP0767| CP2698 EDWARDS                             APPROX. 0.6 KM 3480522.1 |
 CP0767|---------------------------------------------------------------------|
 CP0767
 CP0767                          SUPERSEDED SURVEY CONTROL
 CP0767
 CP0767  NAD 83(1986)-  32 20 27.28277(N)    090 35 30.28081(W) AD(       ) 3
 CP0767  NAD 27      -  32 20 26.75580(N)    090 35 29.92440(W) AD(       ) 3
 CP0767  NGVD 29 (??/??/??)   80.636  (m)          264.55   (f) ADJUSTED    1 2
 CP0767
 CP0767.Superseded values are not recommended for survey control.
 CP0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0767.See file dsdata.txt to determine how the superseded data were derived.
 CP0767
 CP0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2665680773(NAD 83)
 CP0767_MARKER: DZ = AZIMUTH MARK DISK
 CP0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0767_SP_SET: CONCRETE POST
 CP0767_STAMPING: EDWARDS 2 1957
 CP0767_MARK LOGO: CGS   
 CP0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0767+STABILITY: SURFACE MOTION
 CP0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0767+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0767
 CP0767  HISTORY     - Date     Condition        Report By
 CP0767  HISTORY     - 1957     MONUMENTED       CGS
 CP0767  HISTORY     - 1963     GOOD             CGS
 CP0767  HISTORY     - 1968     GOOD             NGS
 CP0767  HISTORY     - 19920204 GOOD             NGS
 CP0767  HISTORY     - 19920204 GOOD             NGS
 CP0767
 CP0767                          STATION DESCRIPTION
 CP0767
 CP0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0767'THE STATION IS LOCATED 1.35 MILES EAST-NORTHEAST OF EDWARDS ON
 CP0767'THE HIGHWAY RIGHT-OF-WAY ON A BANK BETWEEN THE OLD AND THE
 CP0767'NEW U.S. HIGHWAY 80 AND ON THE EAST SLOPE OF A SMALL HILL.
 CP0767'IT IS 93 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 80,
 CP0767'98 FEET SOUTH OF THE CENTERLINE OF THE SOUTH LANE OF THE
 CP0767'NEW U.S. HIGHWAY 80, 101 FEET NORTHEAST OF A TELEPHONE POLE,
 CP0767'31 FEET SOUTH OF THE NORTH EDGE OF THE BANK, AND 100 FEET EAST
 CP0767'OF THE CENTER OF AN OLD ROAD CONNECTING THE TWO HIGHWAYS.  IT IS
 CP0767'A STANDARD AZIMUTH MARK DISK STAMPED EDWARDS 2 1957,
 CP0767'PROJECTING 4 INCHES.
 CP0767'
 CP0767'TO REACH FROM THE EDWARDS MUNICIPAL WATER TANK IN EDWARDS GO
 CP0767'EAST ON OLD U.S. HIGHWAY 80 FOR 0.8 MILES TO THE JUNCTION WITH
 CP0767'STATE HIGHWAY 22, CONTINUE EAST ON OLD U.S. HIGHWAY 80 FOR
 CP0767'0.25 MILE TO THE MARK ON THE LEFT.
 CP0767'
 CP0767'EDWARDS 1931 WAS DESTROYED AFTER OBSERVATIONS.
 CP0767
 CP0767                          STATION RECOVERY (1963)
 CP0767
 CP0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CP0767'THE STATION WAS VISITED SEPTEMBER 1, 1963, AND ALL MARKS WERE
 CP0767'FOUND IN GOOD CONDITION.
 CP0767'
 CP0767'THE 1957 DESCRIPTION IS CORRECT AND ADEQUATE.  A METAL WITNESS
 CP0767'POST WAS SET 1.0 FOOT NORTH OF THE MARK.
 CP0767'
 CP0767'SECOND ORDER LEVELS WERE RUN ON THE MARK AND TIED TO A LINE
 CP0767'ESTABLISHED BETWEEN JACKSON AND VICKSBURG.
 CP0767
 CP0767                          STATION RECOVERY (1968)
 CP0767
 CP0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0767'1.15 MI NE FROM EDWARDS.
 CP0767'ABOUT 0.8 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0767'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.3
 CP0767'MILE EAST ALONG OLD U.S. HIGHWAY 80, 94 1/2 FEET NORTHWEST OF THE
 CP0767'CENTERLINE OF THE HIGHWAY, 100 1/2 FEET SOUTHEAST OF THE CENTERLINE OF
 CP0767'THE SOUTH TRAFFIC LANE OF INTERSTATE HIGHWAY 20, 101 1/2 FEET
 CP0767'NORTHEAST OF TELEPHONE POLE NUMBER 17, 59 1/2 FEET NORTHWEST OF A
 CP0767'FENCE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE
 CP0767'LEVEL OF THE INTERSTATE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP0767'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 22, T
 CP0767'6N, R 4W.
 CP0767
 CP0767                          STATION RECOVERY (1992)
 CP0767
 CP0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0767'22.2 KM (13.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0767'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 30.5 M (100.1 FT)
 CP0767'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 CP0767'28.8 M (94.5 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 1.6
 CP0767'M (5.2 FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) EAST OF A
 CP0767'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CP0767
 CP0767                          STATION RECOVERY (1992)
 CP0767
 CP0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CLN)
 CP0767'AZIMUTH MARK IS A STANDARD DISK, STAMPED EDWARDS 2 1957 SET IN THE TOP
 CP0767'OF A ROUND CONCRETE POST AND PROJECTING 4 INCHES.  IT IS 100.0 FT
 CP0767'(30.5 M) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF I-20, 93 FT
 CP0767'(28.3 M) NORTH OF THE CENTER OF PAVED ROAD, 59 FT (18.0 M) NORTH OF A
 CP0767'CONCRETE RIGHT-OF-WAY MARKER AND FENCELINE, 49, FT (14.9 M) NORTH OF
 CP0767'POWERLINE AND BETWEEN TWO METAL WITNESS POST.  TO REACH THE AZIMUTH
 CP0767'MARK FROM THE BRIDGE OVER I-20, GO SOUTH ON STATE HIGHWAY 22 FOR 0.1
 CP0767'MI (0.2 KM) TO A CROSSROAD, TURN LEFT AND GO EAST ON PAVED ROAD FOR
 CP0767'0.3 MI (0.5 KM) TO MARK ON THE LEFT BETWEEN PAVED ROAD AND INTERSTATE
 CP0767'HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0769 ***********************************************************************
 CP0769  DESIGNATION -  EDWARDS 2 RM 3
 CP0769  PID         -  CP0769
 CP0769  STATE/COUNTY-  MS/HINDS
 CP0769  USGS QUAD   -  EDWARDS (1972)
 CP0769
 CP0769                         *CURRENT SURVEY CONTROL
 CP0769  ___________________________________________________________________
 CP0769* NAD 83(1986)-  32 20 38.     (N)    090 35 37.     (W)     SCALED    
 CP0769* NAVD 88     -       100.773  (meters)     330.62   (feet)  ADJUSTED  
 CP0769  ___________________________________________________________________
 CP0769  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0769  DYNAMIC HT  -         100.658 (meters)     330.24  (feet)  COMP
 CP0769  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CP0769
 CP0769  VERT ORDER  -  FIRST     CLASS I
 CP0769
 CP0769.The horizontal coordinates were scaled from a topographic map and have
 CP0769.an estimated accuracy of +/- 6 seconds.
 CP0769
 CP0769.The orthometric height was determined by differential leveling
 CP0769.and adjusted in June 1991.
 CP0769
 CP0769.The geoid height was determined by GEOID03.
 CP0769
 CP0769.The dynamic height is computed by dividing the NAVD 88
 CP0769.geopotential number by the normal gravity value computed on the
 CP0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0769.degrees latitude (g = 980.6199 gals.).
 CP0769
 CP0769.The modeled gravity was interpolated from observed gravity values.
 CP0769
 CP0769;                    North         East    Units  Estimated Accuracy
 CP0769;SPC MS W     -   315,310.      675,500.      MT  (+/- 180 meters Scaled)
 CP0769
 CP0769                          SUPERSEDED SURVEY CONTROL
 CP0769
 CP0769  NGVD 29 (??/??/??)  100.798  (m)          330.70   (f) ADJUSTED    1 1
 CP0769
 CP0769.Superseded values are not recommended for survey control.
 CP0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0769.See file dsdata.txt to determine how the superseded data were derived.
 CP0769
 CP0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR264811(NAD 83)
 CP0769_MARKER: DR = REFERENCE MARK DISK
 CP0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0769_STAMPING: EDWARDS 2 NO 3 1957
 CP0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0769+STABILITY: SURFACE MOTION
 CP0769
 CP0769  HISTORY     - Date     Condition        Report By
 CP0769  HISTORY     - 1957     MONUMENTED       CGS
 CP0769  HISTORY     - 1968     GOOD             NGS
 CP0769  HISTORY     - 19920204 MARK NOT FOUND   NGS
 CP0769
 CP0769                          STATION DESCRIPTION
 CP0769
 CP0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0769'1.2 MI NE FROM EDWARDS.
 CP0769'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0769'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.35
 CP0769'MILE NORTH ALONG STATE HIGHWAY 22, 64 FEET EAST OF THE CENTERLINE OF
 CP0769'THE HIGHWAY, 48 1/2 FEET WEST OF A 12-INCH COTTONWOOD TREE, 87 FEET
 CP0769'WEST OF A 14-INCH CEDAR TREE, 11 FEET NORTHWEST OF A CONCRETE HIGHWAY
 CP0769'RIGHT-OF-WAY MARKER, 58.61 FEET NORTH OF TRIANGULATION STATION EDWARDS
 CP0769'2, ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 CP0769'A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CP0769'GROUND.  SEC 22, T 6N, R 4W.
 CP0769
 CP0769                          STATION RECOVERY (1992)
 CP0769
 CP0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0769'THERE HAS BEEN A LAND SLIDE AT THE DESCRIBED LOCATION.  THE MONUMENT
 CP0769'MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0770 ***********************************************************************
 CP0770  DESIGNATION -  EDWARDS 2 RM 4
 CP0770  PID         -  CP0770
 CP0770  STATE/COUNTY-  MS/HINDS
 CP0770  USGS QUAD   -  EDWARDS (1972)
 CP0770
 CP0770                         *CURRENT SURVEY CONTROL
 CP0770  ___________________________________________________________________
 CP0770* NAD 83(1986)-  32 20 38.     (N)    090 35 37.     (W)     SCALED    
 CP0770* NAVD 88     -       100.170  (meters)     328.64   (feet)  ADJUSTED  
 CP0770  ___________________________________________________________________
 CP0770  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0770  DYNAMIC HT  -         100.056 (meters)     328.27  (feet)  COMP
 CP0770  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CP0770
 CP0770  VERT ORDER  -  FIRST     CLASS I
 CP0770
 CP0770.The horizontal coordinates were scaled from a topographic map and have
 CP0770.an estimated accuracy of +/- 6 seconds.
 CP0770
 CP0770.The orthometric height was determined by differential leveling
 CP0770.and adjusted in June 1991.
 CP0770
 CP0770.The geoid height was determined by GEOID03.
 CP0770
 CP0770.The dynamic height is computed by dividing the NAVD 88
 CP0770.geopotential number by the normal gravity value computed on the
 CP0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0770.degrees latitude (g = 980.6199 gals.).
 CP0770
 CP0770.The modeled gravity was interpolated from observed gravity values.
 CP0770
 CP0770;                    North         East    Units  Estimated Accuracy
 CP0770;SPC MS W     -   315,310.      675,500.      MT  (+/- 180 meters Scaled)
 CP0770
 CP0770                          SUPERSEDED SURVEY CONTROL
 CP0770
 CP0770  NGVD 29 (??/??/??)  100.195  (m)          328.72   (f) ADJUSTED    1 1
 CP0770
 CP0770.Superseded values are not recommended for survey control.
 CP0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0770.See file dsdata.txt to determine how the superseded data were derived.
 CP0770
 CP0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR264811(NAD 83)
 CP0770_MARKER: DR = REFERENCE MARK DISK
 CP0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0770_SP_SET: CONCRETE POST
 CP0770_STAMPING: EDWARDS 2 NO 4 1957
 CP0770_MARK LOGO: CGS   
 CP0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0770+STABILITY: SURFACE MOTION
 CP0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0770+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0770
 CP0770  HISTORY     - Date     Condition        Report By
 CP0770  HISTORY     - 1957     MONUMENTED       CGS
 CP0770  HISTORY     - 1968     GOOD             NGS
 CP0770  HISTORY     - 19920204 GOOD             NGS
 CP0770
 CP0770                          STATION DESCRIPTION
 CP0770
 CP0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CP0770'1.2 MI NE FROM EDWARDS.
 CP0770'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0770'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.35
 CP0770'MILE NORTH ALONG STATE HIGHWAY 22, 64 FEET EAST OF THE CENTERLINE OF
 CP0770'THE HIGHWAY, 156 FEET NORTH OF A TELEPHONE POLE WHICH IS BRACED BY A
 CP0770'GUY WIRE, 103 FEET SOUTHWEST OF A 12-INCH COTTONWOOD TREE, 34.02 FEET
 CP0770'SOUTHWEST OF TRIANGULATION STATION EDWARDS 2, ABOUT 30 FEET ABOVE THE
 CP0770'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CP0770'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 22, T 6N, R 4W.
 CP0770
 CP0770                          STATION RECOVERY (1992)
 CP0770
 CP0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0770'22.7 KM (14.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0770'JUNCTION OF U.S. HIGHWAY 61 (EXIT 5) IN VICKSBURG, THENCE 0.3 KM
 CP0770'(0.20 MI) NORTHERLY ALONG STATE HIGHWAY 22, 19.5 M (64.0 FT) EAST OF
 CP0770'THE CENTERLINE OF THE HIGHWAY, 10.4 M (34.1 FT) SOUTHWEST OF
 CP0770'TRIANGULATION STATION EDWARDS 2, 9.2 M (30.2 FT) ABOVE THE LEVEL OF
 CP0770'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 CP0770'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2700 ***********************************************************************
 CP2700  DESIGNATION -  EDWARDS MUNICIPAL TANK
 CP2700  PID         -  CP2700
 CP2700  STATE/COUNTY-  MS/HINDS
 CP2700  USGS QUAD   -  EDWARDS (1972)
 CP2700
 CP2700                         *CURRENT SURVEY CONTROL
 CP2700  ___________________________________________________________________
 CP2700* NAD 83(1993)-  32 19 51.34966(N)    090 36 20.10732(W)     ADJUSTED  
 CP2700* NAVD 88     -              **(meters)            **(feet)            
 CP2700  ___________________________________________________________________
 CP2700  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CP2700  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2700  HORZ ORDER  -  THIRD
 CP2700
 CP2700.The horizontal coordinates were established by classical geodetic methods
 CP2700.and adjusted by the National Geodetic Survey in May 1994.
 CP2700
 CP2700
 CP2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2700
 CP2700.The geoid height was determined by GEOID03.
 CP2700
 CP2700;                    North         East     Units Scale Factor Converg.
 CP2700;SPC MS W     -   313,876.817   674,368.120   MT  0.99995810   -0 08 44.2
 CP2700;SPC MS W     - 1,029,777.52  2,212,489.41   sFT  0.99995810   -0 08 44.2
 CP2700;UTM  15      - 3,579,637.276   725,377.454   MT  1.00022643   +1 16 51.9
 CP2700
 CP2700                          SUPERSEDED SURVEY CONTROL
 CP2700
 CP2700  NAD 83(1986)-  32 19 51.36309(N)    090 36 20.10373(W) AD(       ) 4
 CP2700  NAD 27      -  32 19 50.83571(N)    090 36 19.74447(W) AD(       ) 3
 CP2700
 CP2700.Superseded values are not recommended for survey control.
 CP2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2700.See file dsdata.txt to determine how the superseded data were derived.
 CP2700
 CP2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2537779637(NAD 83)
 CP2700_MARKER: 53 = ELEVATED TANK
 CP2700
 CP2700  HISTORY     - Date     Condition        Report By
 CP2700  HISTORY     - 1948     FIRST OBSERVED   CGS
 CP2700  HISTORY     - 1957     GOOD             CGS
 CP2700  HISTORY     - 1961     GOOD             MSHD
 CP2700  HISTORY     - 1977     GOOD             MSHD
 CP2700
 CP2700                          STATION DESCRIPTION
 CP2700
 CP2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2700'STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 80 AND
 CP2700'MAIN STREET IN EDWARDS.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 110
 CP2700'FEET HIGH, AND PAINTED ALUMINUM.  IT HAS THE CAPACITY OF
 CP2700'APPROXIMATELY 75,000 GALLONS.
 CP2700'
 CP2700'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
 CP2700
 CP2700                          STATION RECOVERY (1957)
 CP2700
 CP2700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2700'THE STATION WAS VISITED 1-21-57 AND WAS FOUND IN GOOD CONDITION.
 CP2700'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 CP2700
 CP2700                          STATION RECOVERY (1961)
 CP2700
 CP2700'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2700'THE STATION WAS VISITED 10-20-61 AND FOUND AS DESCRIBED AND
 CP2700'IN GOOD CONDITION.
 CP2700
 CP2700                          STATION RECOVERY (1977)
 CP2700
 CP2700'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP2700'THE STATION SITE WAS VISITED 7-19-77 AND THE TANK WAS FOUND TO BE
 CP2700'STANDING AND IN GOOD CONDITION.  THE 1948 LOCAL INFORMATION WAS
 CP2700'FOUND TO BE ADEQUATE.  THE TANK IS LOCATED NEAR THE CENTER OF
 CP2700'EDWARDS AT THE JUNCTION OF OLD U.S. HIGHWAY 80 AND MAIN STREET IN
 CP2700'THE SOUTHWEST 1/4 OF SECTION 27, T 6N, R 4W.
 CP2700'
 CP2700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EDWARDS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0238 ***********************************************************************
 DK0238  DESIGNATION -  EE 28
 DK0238  PID         -  DK0238
 DK0238  STATE/COUNTY-  MS/HOLMES
 DK0238  USGS QUAD   -  LEXINGTON SOUTH (1982)
 DK0238
 DK0238                         *CURRENT SURVEY CONTROL
 DK0238  ___________________________________________________________________
 DK0238* NAD 83(1986)-  33 06 33.     (N)    090 03 04.     (W)     SCALED    
 DK0238* NAVD 88     -        61.012  (meters)     200.17   (feet)  ADJUSTED  
 DK0238  ___________________________________________________________________
 DK0238  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DK0238  DYNAMIC HT  -          60.945 (meters)     199.95  (feet)  COMP
 DK0238  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 DK0238
 DK0238  VERT ORDER  -  SECOND    CLASS 0
 DK0238
 DK0238.The horizontal coordinates were scaled from a topographic map and have
 DK0238.an estimated accuracy of +/- 6 seconds.
 DK0238
 DK0238.The orthometric height was determined by differential leveling
 DK0238.and adjusted in June 1991.
 DK0238
 DK0238.The geoid height was determined by GEOID03.
 DK0238
 DK0238.The dynamic height is computed by dividing the NAVD 88
 DK0238.geopotential number by the normal gravity value computed on the
 DK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0238.degrees latitude (g = 980.6199 gals.).
 DK0238
 DK0238.The modeled gravity was interpolated from observed gravity values.
 DK0238
 DK0238;                    North         East    Units  Estimated Accuracy
 DK0238;SPC MS W     -   400,180.      726,340.      MT  (+/- 180 meters Scaled)
 DK0238
 DK0238                          SUPERSEDED SURVEY CONTROL
 DK0238
 DK0238  NGVD 29 (??/??/??)   61.066  (m)          200.35   (f) ADJUSTED    2 0
 DK0238
 DK0238.Superseded values are not recommended for survey control.
 DK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0238.See file dsdata.txt to determine how the superseded data were derived.
 DK0238
 DK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS751672(NAD 83)
 DK0238_MARKER: DB = BENCH MARK DISK
 DK0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0238_STAMPING: EE 28 1934
 DK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0238+STABILITY: SURFACE MOTION
 DK0238
 DK0238  HISTORY     - Date     Condition        Report By
 DK0238  HISTORY     - 1934     MONUMENTED       CGS
 DK0238  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0238  HISTORY     - 1976     MARK NOT FOUND   USGS
 DK0238
 DK0238                          STATION DESCRIPTION
 DK0238
 DK0238'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0238'IN LEXINGTON.
 DK0238'THE STATION IS LOCATED AT LEXINGTON, HOLMES COUNTY, ON THE ILLINOIS
 DK0238'CENTRAL RAILROAD FORMERLY THE YAZOO AND MISSISSIPPI VALLEY RAILROAD,
 DK0238'150 FEET EAST OF THE STATION, 16 FEET SOUTH OF THE CENTERLINE OF THE
 DK0238'MAIN TRACK, AND 7 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED EE 28
 DK0238'1934 AND SET IN THE TOP OF A CONCRETE POST.
 DK0238
 DK0238                          STATION RECOVERY (1976)
 DK0238
 DK0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DK0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1832 ***********************************************************************
 DK1832  DESIGNATION -  EGYPT
 DK1832  PID         -  DK1832
 DK1832  STATE/COUNTY-  MS/HOLMES
 DK1832  USGS QUAD   -  MONTGOMERY (1983)
 DK1832
 DK1832                         *CURRENT SURVEY CONTROL
 DK1832  ___________________________________________________________________
 DK1832* NAD 83(1993)-  33 20 28.53898(N)    090 16 39.63549(W)     ADJUSTED  
 DK1832* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 DK1832  ___________________________________________________________________
 DK1832  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DK1832  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1832  HORZ ORDER  -  FIRST
 DK1832
 DK1832.The horizontal coordinates were established by classical geodetic methods
 DK1832.and adjusted by the National Geodetic Survey in May 1994.
 DK1832
 DK1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1832
 DK1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1832
 DK1832.The geoid height was determined by GEOID03.
 DK1832
 DK1832;                    North         East     Units Scale Factor Converg.
 DK1832;SPC MS W     -   425,887.239   705,180.933   MT  0.99995033   +0 01 50.1
 DK1832;SPC MS W     - 1,397,265.05  2,313,581.11   sFT  0.99995033   +0 01 50.1
 DK1832;UTM  15      - 3,692,429.926   753,362.622   MT  1.00039151   +1 29 49.4
 DK1832
 DK1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1832!SPC MS W     -   0.99999825  x   0.99995033  =   0.99994858
 DK1832!UTM  15      -   0.99999825  x   1.00039151  =   1.00038976
 DK1832
 DK1832|---------------------------------------------------------------------|
 DK1832| PID    Reference Object                     Distance      Geod. Az  |
 DK1832|                                                           dddmmss.s |
 DK1832| CY6001 EGYPT RM 1                           34.696 METERS 01713     |
 DK1832| CY6000 EGYPT AZ MK                                        1082214.4 |
 DK1832| DK0294 KEIRN                               APPROX. 8.9 KM 1455625.7 |
 DK1832| CY6002 EGYPT RM 2                           53.543 METERS 30541     |
 DK1832|---------------------------------------------------------------------|
 DK1832
 DK1832                          SUPERSEDED SURVEY CONTROL
 DK1832
 DK1832  NAD 83(1986)-  33 20 28.55019(N)    090 16 39.63190(W) AD(       ) 1
 DK1832  NAD 27      -  33 20 28.10390(N)    090 16 39.32700(W) AD(       ) 1
 DK1832  NGVD 29 (07/19/86)   37.8    (m)          124.     (f) VERT ANG    3  
 DK1832
 DK1832.Superseded values are not recommended for survey control.
 DK1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1832.See file dsdata.txt to determine how the superseded data were derived.
 DK1832
 DK1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5336392430(NAD 83)
 DK1832_MARKER: DS = TRIANGULATION STATION DISK
 DK1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1832+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 DK1832
 DK1832  HISTORY     - Date     Condition        Report By
 DK1832  HISTORY     - 1957     MONUMENTED       CGS
 DK1832  HISTORY     - 1960     GOOD             MSHD
 DK1832  HISTORY     - 1972     GOOD             MSHD
 DK1832  HISTORY     - 20000606 GOOD             NGS
 DK1832
 DK1832                          STATION DESCRIPTION
 DK1832
 DK1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1832'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SIDON AND
 DK1832'ABOUT 3 MILES NORTHWEST OF CRUGER AT THE HEADQUARTERS OF THE
 DK1832'EGYPT PLANTATION OWNED BY J.T. THOMAS.  IT IS 74 FEET NORTHWEST
 DK1832'OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND A
 DK1832'DRIVEWAY, 32 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 DK1832'ROAD, 25 FEET SOUTHWEST OF A WHITE WITNESS POST, 23 FEET
 DK1832'NORTH OF A FENCE CORNER AND 16 FEET WEST OF A FENCE.  THE
 DK1832'MARK IS FLUSH AND THE DISK IS STAMPED EGYPT 1957.
 DK1832'
 DK1832'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DK1832'49 E AND A GRAVELED CROSSROAD IN CRUGER, GO NORTH ON HIGHWAY
 DK1832'49 E FOR 1.0 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND
 DK1832'GO WEST ON THE GRAVELED ROAD FOR 1.85 MILES TO THE AZIMUTH
 DK1832'MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 DK1832'0.45 MILE TO THE STATION AS DESCRIBED.
 DK1832'
 DK1832'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTERLINE OF THE ROAD
 DK1832'AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 4
 DK1832'INCHES AND THE DISK IS STAMPED EGYPT NO 1 1957.
 DK1832'
 DK1832'REFERENCE MARK 2 IS 78 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DK1832'OF THE PLANTATION HEADQUARTERS BUILDING, 29 FEET WEST OF
 DK1832'THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTHEAST OF A POWER
 DK1832'LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EGYPT
 DK1832'NO 2 1957.
 DK1832'
 DK1832'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF THE
 DK1832'GRAVELED ROAD, 2 FEET SOUTHWEST OF A WHITE WITNESS POST
 DK1832'AND 1 FOOT WEST OF A POWER LINE POLE.  THE MARK PROJECTS
 DK1832'ABOUT 2 INCHES AND THE DISK IS STAMPED EGYPT 1957.
 DK1832'
 DK1832'0-19-16 (USE) IS ON THE WEST SIDE OF A DIRT ROAD 0.25 MILE
 DK1832'SOUTH OF THE STATION.  IT IS 90 FEET NORTHEAST OF THE NORTHEAST
 DK1832'CORNER OF A FRAME HOUSE, 81 FEET WEST OF THE CENTERLINE
 DK1832'OF THE DIRT ROAD AND 66 FEET WEST OF A FENCE.  THE MARK
 DK1832'IS A STANDARD U.S. ENGINEER DEPARTMENT CAP DISK STAMPED
 DK1832'0-19-16 B B 1933 RIVETED TO THE TOP OF A 4 INCH IRON PIPE
 DK1832'WHICH PROJECTS ABOUT 6 INCHES.
 DK1832'
 DK1832'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1832
 DK1832                          STATION RECOVERY (1960)
 DK1832
 DK1832'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1832'STATION AND REFERENCE MARK NO. 1 WERE FOUND AS DESCRIBED
 DK1832'AND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS COVERED
 DK1832'BY A LARGE PILE OF POSTS AND COULD NOT BE CHECKED.  THE
 DK1832'AZIMUTH MARK MONUMENT HAD A CORNER BROKEN OFF AND THE DISK
 DK1832'KNOCKED OUT.
 DK1832'
 DK1832'A NEW USC AND GS AZIMUTH MARK DISK WAS PLACED IN THE HOLE
 DK1832'AND THE MONUMENT PATCHED.  ITS POSITION HAD NOT CHANGED AND
 DK1832'CHECKED THE 1957 DIRECTION BY 0.6 SECONDS.  THE DISK IS
 DK1832'STAMPED EGYPT 1957 RESET 1960.
 DK1832
 DK1832                          STATION RECOVERY (1972)
 DK1832
 DK1832'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1832'THE STATION WAS VISITED 11-21-72 AND THE STATION MARK, RM NO 1, AND
 DK1832'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 DK1832'FOUND.  0-19-16 (USE) WAS FOUND TO BE LEANING.
 DK1832'
 DK1832'THE STATION IS LOCATED 2.7 MILES NW OF CRUGER IN THE SE CORNER OF A
 DK1832'FENCE ABOUT 250 FEET ESE OF THE EGYPT PLANTATION HEADQUARTERS, 6
 DK1832'MILES SW OF SIDON, 11.4 MILES NNW OF TCHULA IN THE NW 1/4 OF SECTION
 DK1832'14, T 17N, R 1W ON THE PROPERTY OF MR. J. T. THOMAS.  IT IS 32
 DK1832'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 40 FEET NORTH OF THE
 DK1832'CENTER OF A DRIVEWAY, 66 FEET NNW OF A POWER POLE WITH GUY WIRES,
 DK1832'32 FEET NNE OF THE NE CORNER OF THE NORTH BRICK COLUMN ON THE
 DK1832'NORTH SIDE OF THE DRIVEWAY, 38 FEET SW OF A 10 INCH CEDAR, 51.5
 DK1832'FEET NNE OF A 16 INCH PINE.
 DK1832'
 DK1832'IT IS A TRIANGULATION DISK, STAMPED EGYPT 1957 2 INCHES BELOW THE
 DK1832'GROUND.
 DK1832'
 DK1832'REFERENCE MARK NO 1 IS 113.83 FEET NORTH OF THE STATION.  IT IS 19
 DK1832'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 154 FEET NORTH OF THE
 DK1832'CENTER OF A DRIVEWAY, 79 FEET NORTH OF A 10 INCH CEDAR, 59 FEET
 DK1832'SOUTH OF A T FENCE CORNER, 17 FEET SOUTH OF THE PROJECTED PLANE OF
 DK1832'THE SOUTH WALL OF THE PLANTATION HEADQUARTERS, 1 FOOT WEST OF A PLANK
 DK1832'FENCE, AND 1.5 FEET WEST OF A METAL WITNESS POST.  IT IS A REFERENCE
 DK1832'MARK DISK, STAMPED EGYPT NO 1 1957 PROJECTING 4 INCHES.
 DK1832'
 DK1832'REFERENCE MARK NO 2 IS 175.66 FEET NW OF THE STATION.  IT IS 48 FEET
 DK1832'EAST OF THE CENTER OF A GRAVELED ROAD, 78 FEET ESE OF THE SE CORNER
 DK1832'OF THE PLANTATION HEADQUARTERS BUILDING, 38 FEET SOUTH OF THE
 DK1832'PROJECTED PLANE OF THE SOUTH WALL OF THE BUILDING, 11.5 FEET NORTH
 DK1832'OF A 16 INCH PINE, 44.5 FEET WEST OF A FENCE CORNER, 1.5 FEET ESE OF
 DK1832'AN ABANDONED POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST.  IT
 DK1832'IS A REFERENCE MARK DISK, STAMPED EGYPT NO 2 1957 FLUSH.
 DK1832'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 176.51
 DK1832'FEET.
 DK1832'
 DK1832'0-19-16 IS 0.25 MILE SOUTH OF THE STATION.  IT IS 89 FEET WEST OF THE
 DK1832'CENTER OF A GRAVELED ROAD, 16.5 FEET SSW OF THE SW CORNER OF A GREY
 DK1832'SIDING HOUSE, 5.5 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL
 DK1832'OF THE HOUSE, AND 21.5 FEET NNE OF A FENCE CORNER.  IT IS A USE
 DK1832'CAP RIVETED ON A 4 INCH IRON PIPE STAMPED 0-19-16 BB 1933
 DK1832'PROJECTING 5 INCHES.
 DK1832'
 DK1832'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND U.S.
 DK1832'HIGHWAY 49E AT TCHULA GO NORTH ON U.S. HIGHWAY 49E FOR 10.3 MILES TO
 DK1832'THE CROSSROAD AT CRUGER.  CONTINUE NORTH ON U.S. HIGHWAY 49E FOR 1
 DK1832'MILE TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD RIGHT.  TURN LEFT
 DK1832'AND GO WEST ON A GRAVELED ROAD FOR 2.35 MILES TO THE STATION ON
 DK1832'THE LEFT JUST BEYOND A SHARP CURVE IN THE ROAD.
 DK1832'
 DK1832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES NW OF
 DK1832'CRUGER.
 DK1832
 DK1832                          STATION RECOVERY (2000)
 DK1832
 DK1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK1832'SEARCH BY MDOT
 DK1832'RM 1 ALSO FOUND, COULD BE USED FOR GPS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2238 ***********************************************************************
 BH2238  DESIGNATION -  EIGHT
 BH2238  PID         -  BH2238
 BH2238  STATE/COUNTY-  MS/JACKSON
 BH2238  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2238
 BH2238                         *CURRENT SURVEY CONTROL
 BH2238  ___________________________________________________________________
 BH2238* NAD 83(1993)-  30 25 54.82392(N)    088 35 20.62023(W)     ADJUSTED  
 BH2238* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2238  ___________________________________________________________________
 BH2238  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BH2238  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH2238  HORZ ORDER  -  SECOND
 BH2238
 BH2238.The horizontal coordinates were established by classical geodetic methods
 BH2238.and adjusted by the National Geodetic Survey in May 1994.
 BH2238
 BH2238.The orthometric height was scaled from a topographic map.
 BH2238
 BH2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2238
 BH2238.The geoid height was determined by GEOID03.
 BH2238
 BH2238;                    North         East     Units Scale Factor Converg.
 BH2238;SPC MS E     -   103,322.544   323,465.047   MT  0.99995679   +0 07 25.4
 BH2238;SPC MS E     -   338,984.05  1,061,234.91   sFT  0.99995679   +0 07 25.4
 BH2238;UTM  16      - 3,367,716.495   347,397.127   MT  0.99988729   -0 48 18.1
 BH2238
 BH2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2238!SPC MS E     -   1.00000430  x   0.99995679  =   0.99996109
 BH2238!UTM  16      -   1.00000430  x   0.99988729  =   0.99989159
 BH2238
 BH2238|---------------------------------------------------------------------|
 BH2238| PID    Reference Object                     Distance      Geod. Az  |
 BH2238|                                                           dddmmss.s |
 BH2238| DD7885 EIGHT RM 1                           25.550 METERS 03110     |
 BH2238| DD7886 EIGHT RM 2                            8.884 METERS 11507     |
 BH2238| BH2250 PASCAGOULA PORT FACILITIES TK       APPROX. 8.0 KM 1652132.0 |
 BH2238|---------------------------------------------------------------------|
 BH2238
 BH2238                          SUPERSEDED SURVEY CONTROL
 BH2238
 BH2238  NAD 83(1993)-  30 25 54.83299(N)    088 35 20.61556(W) AD(       ) 2
 BH2238  NAD 83(1986)-  30 25 54.84815(N)    088 35 20.61243(W) AD(       ) 2
 BH2238  NAD 27      -  30 25 54.12800(N)    088 35 20.53800(W) AD(       ) 2
 BH2238
 BH2238.Superseded values are not recommended for survey control.
 BH2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2238.See file dsdata.txt to determine how the superseded data were derived.
 BH2238
 BH2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4739767716(NAD 83)
 BH2238_MARKER: DS = TRIANGULATION STATION DISK
 BH2238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2238_SP_SET: PREFABRICATED CONCRETE POST
 BH2238
 BH2238  HISTORY     - Date     Condition        Report By
 BH2238  HISTORY     - 1958     MONUMENTED       CGS
 BH2238  HISTORY     - 1959     GOOD             CGS
 BH2238  HISTORY     - 1971     GOOD             NGS
 BH2238
 BH2238                          STATION DESCRIPTION
 BH2238
 BH2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2238'STATION IS ABOUT 6 MILES WEST-NORTHWEST OF THE TOWN OF MOSS POINT, 3
 BH2238'1/2 MILES NORTH-NORTHEAST OF GAUTIER, IN THE MARSH LAND BETWEEN
 BH2238'PASCAGOULA AND WEST PASCAGOULA RIVERS, ABOUT 1/2 MILE EAST-NORTHEAST
 BH2238'OF THE CONFLUENCE OF CROOKED AND LONGVIEW BAYOUS, ON THE
 BH2238'NORTHWEST BANK OF CROOKED BAYOU, ABOUT MIDWAY BETWEEN SEVENTH AND
 BH2238'EIGHTH BAYOUS, ABOUT 1-3/4 MILES EAST-NORTHEAST OF ROYS FISHING
 BH2238'CAMP AND IS ACCESSIBLE BY BOAT ONLY.
 BH2238'
 BH2238'BOATS WITHOUT MOTORS ARE AVAILABLE AT ROYS FISHING CAMP, ON THE WEST
 BH2238'BANK OF THE WEST PASCAGOULA RIVER ABOUT 3 MILES NORTH OF THE U.S.
 BH2238'HIGHWAY 90 BRIDGE SPANNING THE RIVER AND ABOUT 3/4 MILE SOUTHEAST OF
 BH2238'TRIANGULATION STATION MARTIN.  BOATS AND MOTORS ARE AVAILABLE AT
 BH2238'TUCIES FISHING CAMP WHICH IS LOCATED ON THE WEST BANK OF THE WEST
 BH2238'PASCAGOULA RIVER ABOUT 1/4 MILE NORTH OF THE HIGHWAY BRIDGE.
 BH2238'
 BH2238'ALL MARKS ARE STANDARD DISKS SET IN CEMENT IN THE TOP OF 4 INCH IRON
 BH2238'PIPES SURROUNDING 12 FOOT 2 BY 4S WHICH WERE DRIVEN INTO THE GROUND.
 BH2238'THIS TYPE MARKS WAS NECESSARY DUE TO THE GROUND BEING VERY SOFT AFTER
 BH2238'BREAKING THROUGH THE MARSH SOD.
 BH2238'
 BH2238'STATION MARK IS STAMPED EIGHT 1958 AND PROJECTS 6 INCHES.  IT IS 500
 BH2238'FEET NORTHEAST OF THE JUNCTION OF A NARROW SLOUGH AND CROOKED
 BH2238'BAYOU, 220 FEET WEST OF THE MOST NORTHERLY POINT OF A SMALL ISLAND,
 BH2238'120 FEET EAST OF THE MOST EASTERLY POINT OF A SMALL SLOUGH AND 45
 BH2238'FEET WEST OF THE WEST BANK OF CROOKED BAYOU.  AN UNDERGROUND MARK
 BH2238'COULD NOT BE SET.  NO WITNESS POST WAS SET.
 BH2238'
 BH2238'REFERENCE MARK 1 IS STAMPED EIGHT NO 1 1958 AND PROJECTS 12 INCHES.
 BH2238'IT IS 600 FEET NORTHEAST OF THE JUNCTION OF THE SMALL SLOUGH AND
 BH2238'CROOKED BAYOU, 185 FEET EAST OF THE MOST EASTERLY POINT OF A SMALL
 BH2238'SLOUGH AND 47 FEET WEST OF THE WEST BANK OF CROOKED BAYOU.
 BH2238'
 BH2238'REFERENCE MARK 2 IS STAMPED EIGHT NO 2 1958 AND PROJECTS 4 INCHES.
 BH2238'IT IS 500 FEET NORTH OF THE JUNCTION OF THE SMALL SLOUGH AND
 BH2238'CROOKED BAYOU, 142 FEET EAST OF THE MOST EASTERLY POINT OF A SMALL
 BH2238'SLOUGH AND 16 FEET WEST OF THE WEST BANK OF CROOKED BAYOU.
 BH2238'
 BH2238'NO AZIMUTH MARK WAS SET.
 BH2238
 BH2238                          STATION RECOVERY (1959)
 BH2238
 BH2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2238'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 BH2238'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BH2238
 BH2238                          STATION RECOVERY (1971)
 BH2238
 BH2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2238'STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BH2238'DISTANCES TO THE R.M.S WERE VERIFIED.  THE ORIGINAL DESCRIPTION IS
 BH2238'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1772 ***********************************************************************
 BV1772  DESIGNATION -  ELDER
 BV1772  PID         -  BV1772
 BV1772  STATE/COUNTY-  MS/PEARL RIVER
 BV1772  USGS QUAD   -  CARNES (1983)
 BV1772
 BV1772                         *CURRENT SURVEY CONTROL
 BV1772  ___________________________________________________________________
 BV1772* NAD 83(1993)-  31 00 00.36142(N)    089 20 30.62171(W)     ADJUSTED  
 BV1772* NAVD 88     -        99.4    (meters)     326.     (feet)  VERTCON   
 BV1772  ___________________________________________________________________
 BV1772  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BV1772  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BV1772  HORZ ORDER  -  FIRST
 BV1772
 BV1772.The horizontal coordinates were established by classical geodetic methods
 BV1772.and adjusted by the National Geodetic Survey in May 1994.
 BV1772
 BV1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1772
 BV1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1772
 BV1772.The geoid height was determined by GEOID03.
 BV1772
 BV1772;                    North         East     Units Scale Factor Converg.
 BV1772;SPC MS E     -   166,398.855   251,437.684   MT  0.99997908   -0 15 42.9
 BV1772;SPC MS E     -   545,926.91    824,925.13   sFT  0.99997908   -0 15 42.9
 BV1772;UTM  16      - 3,431,967.344   276,404.610   MT  1.00021674   -1 12 23.9
 BV1772
 BV1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1772!SPC MS E     -   0.99998879  x   0.99997908  =   0.99996787
 BV1772!UTM  16      -   0.99998879  x   1.00021674  =   1.00020552
 BV1772
 BV1772|---------------------------------------------------------------------|
 BV1772| PID    Reference Object                     Distance      Geod. Az  |
 BV1772|                                                           dddmmss.s |
 BV1772| DD7889 ELDER RM 1                           30.017 METERS 08702     |
 BV1772| DD7888 ELDER AZ MK                                        1384033.0 |
 BV1772| BV1653 LUMBERTON MUNICIPAL TANK            APPROX.10.4 KM 2713744.5 |
 BV1772| DD7890 ELDER RM 2                           24.768 METERS 32251     |
 BV1772| DD7891 ELDER RM 3                           30.888 METERS 35936     |
 BV1772|---------------------------------------------------------------------|
 BV1772
 BV1772                          SUPERSEDED SURVEY CONTROL
 BV1772
 BV1772  NAD 83(1986)-  31 00 00.37751(N)    089 20 30.62012(W) AD(       ) 1
 BV1772  NAD 27      -  30 59 59.71500(N)    089 20 30.40100(W) AD(       ) 1
 BV1772  NGVD 29 (07/19/86)   99.4    (m)          326.     (f) VERT ANG    3  
 BV1772
 BV1772.Superseded values are not recommended for survey control.
 BV1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1772.See file dsdata.txt to determine how the superseded data were derived.
 BV1772
 BV1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7640531967(NAD 83)
 BV1772_MARKER: DS = TRIANGULATION STATION DISK
 BV1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1772+STABILITY: SURFACE MOTION
 BV1772
 BV1772  HISTORY     - Date     Condition        Report By
 BV1772  HISTORY     - 1943     MONUMENTED       CGS
 BV1772  HISTORY     - 1956     GOOD             CGS
 BV1772  HISTORY     - 1957     GOOD             CGS
 BV1772  HISTORY     - 1964     GOOD             CGS
 BV1772  HISTORY     - 1971     GOOD             MSHD
 BV1772
 BV1772                          STATION DESCRIPTION
 BV1772
 BV1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1772'THE STATION IS LOCATED ABOUT 7 MILES E OF LUMBERTON ON THE S SIDE OF
 BV1772'STATE HIGHWAY 13.  IT IS 7.7
 BV1772'FEET N OF A STANDARD REFERENCE POST, 27 FEET SW OF
 BV1772'A 12-INCH PECAN TREE, AND 42 FEET
 BV1772'S OF THE CENTER LINE OF HIGHWAY
 BV1772'13.  THE DISK IS STAMPED ELDER 1943.
 BV1772'
 BV1772'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BV1772'BRONZE DISKS SET
 BV1772'IN CONCRETE.
 BV1772'
 BV1772'REFERENCE MARK NO. 1 IS 98.49 FEET WNW OF THE STATION AND 40
 BV1772'FEET S OF HIGHWAY
 BV1772'13.  THE DISK IS STAMPED ELDER NO. 1 1943.
 BV1772'
 BV1772'REFERENCE MARK NO. 2 IS 81.26 FEET NE OF THE STATION AND 29.7
 BV1772'FEET N OF HIGHWAY
 BV1772'13.  THE DISK IS STAMPED ELDER NO. 2 1943.
 BV1772'
 BV1772'THE AZIMUTH MARK IS ABOUT 0.2 MILE SE OF THE STATION, 51 FEET
 BV1772'W OF THE CENTER
 BV1772'LINE OF A N-S ROAD, AND 3.8 FEET N OF A STANDARD
 BV1772'REFERENCE POST.  THE DISK IS
 BV1772'STAMPED ELDER 1943.
 BV1772'
 BV1772'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND STATE
 BV1772'HIGHWAY 13 IN
 BV1772'LUMBERTON GO E ON HIGHWAY 13 FOR 7.1 MILES TO STATION
 BV1772'ON RIGHT.
 BV1772'
 BV1772'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE ON HIGHWAY 13
 BV1772'FOR 0.2 MILE TO A
 BV1772'T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO
 BV1772'MARK ON RIGHT.
 BV1772'
 BV1772'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
 BV1772
 BV1772                          STATION RECOVERY (1956)
 BV1772
 BV1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1772'THE STATION WAS VISITED ON SEPTEMBER
 BV1772'22, 1956, AND ALL
 BV1772'MARKS WERE RECOVERED IN GOOD CONDITION.
 BV1772'
 BV1772'THE STATION IS IN PEARL RIVER COUNTY NOT LAMAR COUNTY
 BV1772'AS STATED IN THE
 BV1772'1943 DESCRIPTION.  IT IS ABOUT 100 YD. W OF THE
 BV1772'LAMAR-PEARL RIVER COUNTY LINE.  A
 BV1772'NEW DESCRIPTION FOLLOWS-
 BV1772'
 BV1772'THE STATION IS LOCATED ABOUT 7 MI. E OF LUMBERTON, 5 MI. W
 BV1772'OF CARNES, ON THE
 BV1772'S SIDE OF STATE HIGHWAY 13, AND IN THE FRONT
 BV1772'YARD OF A SMALL HOUSE WITH BROWN
 BV1772'INITATION-BRICK SIDING OWNED BY
 BV1772'MR. F.T. AMACKER.  IT IS 40 FT. S OF THE CENTER OF
 BV1772'THE HIGHWAY,
 BV1772'47 FT. N OF THE N EDGE OF THE CHIMNEY ON THE E SIDE OF THE HOUSE,
 BV1772'3 FT. W OF THE
 BV1772'PROJECTED PLANE OF THE E SIDE OF THE HOUSE, 4 FT.
 BV1772'E OF A GATE, 49.5 FT. NW OF A
 BV1772'20-IN. PECAN TREE, AND 70 FT. E OF
 BV1772'A 30-IN. PECAN TREE.  IT IS A STANDARD DISK,
 BV1772'STAMPED ELDER 1943
 BV1772'AND PROJECTING 8 IN.
 BV1772'
 BV1772'REFERENCE MARK 1 IS 98.49 FT. E OF THE STATION, 38 FT. N OF
 BV1772'A TENANT HOUSE, 68
 BV1772'FT. NE OF THE 20-IN. PECAN TREE, AND 40 FT. S
 BV1772'OF THE CENTER OF THE HIGHWAY.  IT IS
 BV1772'A STANDARD DISK, STAMPED
 BV1772'ELDER NO 1 1943 AND PROJECTING 3 IN.
 BV1772'
 BV1772'REFERENCE MARK 2 IS 81.26 FT. N-NW OF THE STATION, 30 FT. N
 BV1772'OF THE CENTER OF
 BV1772'THE HIGHWAY, 77 FT. N-NE OF A 30-IN. PECAN TREE,
 BV1772'AND 14 FT. W OF THE PROJECTED PLANE
 BV1772'OF THE W SIDE OF THE AMACKER
 BV1772'HOUSE.  IT IS A STANDARD DISK, STAMPED ELDER NO 2 1943
 BV1772'AND PROJECTING 2 IN.
 BV1772'
 BV1772'THE AZIMUTH MARK IS 0.3 MI. SE OF THE STATION, 81 FT. SW OF
 BV1772'A FENCE CORNER,
 BV1772'AND 51 FT. W OF THE CENTER OF A GRAVELED ROAD.
 BV1772'IT IS A STANDARD DISK, STAMPED
 BV1772'ELDER 1943 AND PROJECTING 4 IN.
 BV1772'
 BV1772'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BV1772'11 AND STATE
 BV1772'HIGHWAY 13 IN LUMBERTON, GO E ON STATE HIGHWAY 13
 BV1772'FOR 7.15 MI. TO THE STATION ON
 BV1772'THE RIGHT.
 BV1772'
 BV1772'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON STATE
 BV1772'HIGHWAY 13 FOR 0.2
 BV1772'MI. TO A SIDE ROAD RIGHT, TURN RIGHT ON A
 BV1772'GRAVELED ROAD FOR 0.2 MI. TO THE MARK
 BV1772'ON THE RIGHT.
 BV1772
 BV1772                          STATION RECOVERY (1957)
 BV1772
 BV1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BV1772'THE STATION WAS VISITED 4-22-57 AND ALL MARKS WERE FOUND IN GOOD
 BV1772'CONDITION.  A 5 MINUTE ERROR
 BV1772'WAS FOUND IN THE DIRECTION TO BOTH REFERENCE MARKS FROM THE AZIMUTH
 BV1772'MARK. AN ERROR OF 1 METER WAS FOUND IN
 BV1772'THE DISTANCE MEASURED BETWEEN THE STATION AND REFERENCE MARK
 BV1772'NO. 1.  BOTH THESE ERRORS WERE CHECKED IN THE
 BV1772'FIELD AND THE 1957 VALUES SHOULD BE ACCEPTED
 BV1772'AS CORRECT.  REFERENCE MARK WAS DESTROYED AND REFERENCE MARK NO.
 BV1772'3 WAS SET AT THIS DATE AT THE
 BV1772'REQUEST OF THE MISSISSIPPI STATE HIGHWAY ENGINEERS.  THE DISK FOR
 BV1772'REFERENCE MARK NO. 2 WAS RECLAIMED.
 BV1772'THE STATION IS IN PEARL RIVER COUNTY ABOUT 300 FEET WEST OF THE
 BV1772'PEARL RIVER-FORREST COUNTY LINE.  A NEW
 BV1772'DESCRIPTION FOLLOWS-
 BV1772'
 BV1772'THE STATION IS LOCATED 7 MILES EAST OF LUMBERTON AND 5 MILES WEST OF
 BV1772'CARNES IN THE FRONT YARD OF A
 BV1772'SMALL HOUSE WITH IMITATION BROWN BRICK SIDING OWNED BY MR. P.J.
 BV1772'AMACKER, 49 FEET SOUTH OF THE
 BV1772'CENTERLINE OF STATE HIGHWAY 13, 47 FEET NORTH OF THE NORTH SIDE OF
 BV1772'THE HOUSE, 3 FEET WEST OF THE PROJECTED
 BV1772'PLANE OF THE EAST WALL OF THE HOUSE, 49.5 FEET
 BV1772'NORTHWEST OF A 20-INCH PECAN TREE, 70 FEET EAST OF A
 BV1772'30-INCH PECAN TREE, AND 4 FEET EAST
 BV1772'OF A GATE.  IT IS A STANDARD DISK, STAMPED ELDER 1943, PROJECTING 8
 BV1772'INCHES.
 BV1772'
 BV1772'REFERENCE MARK NO. 1 IS 98.49 FEET EAST OF THE STATION 66 FEET SOUTH
 BV1772'OF THE CENTER LINE OF STATE
 BV1772'HIGHWAY 13, 68 FEET EAST OF THE 20-INCH PECAN TREE, 38 FEET NORTH OF
 BV1772'A SMALL TENANT HOUSE.  IT IS A STANDARD
 BV1772'DISK, STAMPED ELDER NO 1 1943, PROJECTING 3 INCHES.
 BV1772'
 BV1772'REFERENCE MARK NO. 3 IS 101.32 FEET NORTH OF THE STATION 50 FEET
 BV1772'NORTH OF THE CENTER OF THE
 BV1772'HIGHWAY, 49 FEET SOUTHWEST OF THE 20-INCH PECAN TREE, 15 FEET WEST OF
 BV1772'A FENCE LINE 11 FEET EAST OF THE
 BV1772'PROJECTED PLANE OF THE EAST WALL OF THE HOUSE AND AT THE WEST END OF
 BV1772'A GATE TO THE FIELD.  IT IS A STANDARD
 BV1772'DISK, STAMPED ELDER NO 3 1943, PROJECTING 6 INCHES.
 BV1772'
 BV1772'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 51 FEET WEST
 BV1772'OF THE CENTER OF A GRAVELED
 BV1772'ROAD AND 81 FEET SOUTHWEST OF A FENCE CORNER.  IT IS A STANDARD DISK,
 BV1772'STAMPED ELDER 1943, PROJECTING 4 INCHES.
 BV1772'
 BV1772'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BV1772'STATE HIGHWAY 13, 1/2 BLOCK
 BV1772'NORTH OF THE POST OFFICE IN LUMBERTON, GO EAST ON STATE HIGHWAY 13
 BV1772'FOR 7.15 MILES TO THE STATION ON THE
 BV1772'RIGHT.
 BV1772'
 BV1772'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY
 BV1772'13 FOR 0.2 MILE TO A CROSSROAD,
 BV1772'TURN RIGHT, SOUTH AND GO 0.2 MILE TO THE MARK ON THE RIGHT.
 BV1772
 BV1772                          STATION RECOVERY (1964)
 BV1772
 BV1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BV1772'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1772'DUE TO CHANGES IN
 BV1772'THE AREA A NEW DESCRIPTION FOLLOWS.
 BV1772'
 BV1772'THE STATION IS LOCATED 7 MILES EAST OF LUMBERTON, 5 MILES WEST OF
 BV1772'CARNOS AND ON THE
 BV1772'ROAD-RIGHT-OF WAY.
 BV1772'
 BV1772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 BV1772'HIGHWAY 13 IN
 BV1772'LUMBERTON, GO EASTERLY ON STATE HIGHWAY 13 FOR 2.0 MILES
 BV1772'TO THE OVER-PASS OF INTER-STATE
 BV1772'HIGHWAY 59.  CONTINUE EAST FOR 4.0 MILES
 BV1772'TO A WOODEN BRIDGE, CONTINUE EAST FOR 0.75 MILE TO
 BV1772'THE STATION ON THE
 BV1772'RIGHT.
 BV1772'
 BV1772'TO REACH THE AZIMUTH FROM THE STATION CONTINUE EAST FOR 0.05 MILE
 BV1772'TO A SIDE ROAD
 BV1772'RIGHT.  TURN RIGHT AND THEN BEAR LEFT FOR 0.15 MILE TO A
 BV1772'SIDE ROAD RIGHT.  TURN RIGHT AND
 BV1772'GO SOUTH FOR 0.2 MILE TO THE MARK ON THE
 BV1772'RIGHT.
 BV1772'
 BV1772'THE STATION MARK IS A STANDARD DISK STAMPED ELDER 1943, SET IN THE
 BV1772'TOP OF A 12-INCH
 BV1772'SQUARE CONCRETE MONUMENT THAT PROJECTS 8-INCHES.  IT IS
 BV1772'108 FEET EAST-SOUTHEAST OF PEARL
 BV1772'RIVER-FORREST COUNTY SIGN POST, 74.5
 BV1772'FEET EAST OF A 30-INCH PECAN TREE, 46.5 FEET NORTH
 BV1772'OF AN OLD BRICK
 BV1772'CHIMNEY, 48 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 13 AND 6.2 FEET
 BV1772'NORTHWEST OF A
 BV1772'6-INCH CEDAR TREE.
 BV1772'
 BV1772'REFERENCE MARK 1, IS A STANDARD DISK STAMPED ELDER NO 1 1943, SET IN
 BV1772'THE TOP OF A
 BV1772'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.  IT
 BV1772'IS 66 FEET SOUTH OF THE CENTER
 BV1772'OF STATE HIGHWAY 13, 30 FEET SOUTHWEST OF
 BV1772'16-INCH PINE TREE AND 16.4 FEET SOUTH-SOUTHWEST
 BV1772'OF A FENCE CORNER.
 BV1772'
 BV1772'REFERENCE MARK 3, IS A STANDARD DISK STAMPED ELDER NO 3 1943, SET IN
 BV1772'THE TOP OF A
 BV1772'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES.  IT
 BV1772'IS 52 FEET NORTH OF THE CENTER
 BV1772'OF STATE HIGHWAY 13, 43.8 FEET WEST OF A
 BV1772'TELEPHONE POLE NO. 96 AND 1 FOOT SOUTH OF A
 BV1772'EAST-WEST FENCE.
 BV1772'
 BV1772'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELDER 1943, SET IN THE
 BV1772'TOP OF A 12-INCH
 BV1772'SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES.  IT IS
 BV1772'84 FEET SOUTH-SOUTHEAST OF A FENCE
 BV1772'CORNER, 48.5 FEET WEST OF THE CENTER
 BV1772'OF A GRAVELED ROAD, 10 FEET NORTHWEST OF A 8-INCH
 BV1772'TRIANGLE BLAZED PINE
 BV1772'TREE AND 1.7 FEET EAST OF A METAL WITNESS SIGN POST.
 BV1772
 BV1772                          STATION RECOVERY (1971)
 BV1772
 BV1772'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BV1772'THE STATION WAS VISITED 10-27-71 AND ALL MARKS WERE FOUND IN GOOD
 BV1772'CONDITION. THE
 BV1772'STATION IS LOCATED IN FORREST COUNTY AND NOT IN PEARL RIVER
 BV1772'
 BV1772'THE STATION IS LOCATED 4.9 MILES WEST OF CARNES, 6.7 MILES EAST OF
 BV1772'LUMBERTON ON THE SOUTH
 BV1772'R.O.W. OF STATE HIGHWAY 13 JUST EAST OF THE FORREST-PEARL RIVER
 BV1772'COUNTY LINE IN THE NORTHWEST
 BV1772'CORNER OF SECTION 6, T15, R13W.  IT IS 48 FEET SOUTH OF THE
 BV1772'CENTER OF HIGHWAY 13, 70.5 FEET EAST OF
 BV1772'A 36 INCH PECAN, 102 FEET EAST-SOUTHEAST OF
 BV1772'THE FORREST COUNTY LINE SIGN, 40 FEET WEST OF THE CENTER
 BV1772'OF A TRACK ROAD, 5.5 FEET
 BV1772'NORTH-NORTHEAST OF A 6 INCH CEDAR, 1 FOOT NORTH OF A FENCE, 1 FOOT
 BV1772'EAST OF A METAL WITNESS POST
 BV1772'AND 99.5 FEET EAST OF A ROW MARKER.
 BV1772'
 BV1772'IT IS A TRIANGULATION DISK, STAMPED ELDER 1943 PROJECTING 6 INCHES.
 BV1772'
 BV1772'REFERENCE MARK NO 1 IS 98.48 FEET EAST OF THE STATION.  IT IS 65.5
 BV1772'FEET SOUTH OF THE CENTER
 BV1772'OF HIGHWAY 13, 57 FEET EAST OF THE CENTER OF A TRACK ROAD, 60 FEET
 BV1772'WEST OF THE CENTER OF A HIGH
 BV1772'POWER LINE, 8 FEET SOUTH-SOUTHEAST OF A 5 INCH TWIN
 BV1772'OAK, 15.5 FEET SOUTH OF A FENCE AND 1 FOOT
 BV1772'NORTH OF A METAL WITNESS POST.  IT IS A
 BV1772'REFERENCE MARK DISK, STAMPED ELDER NO 1 1943 PROJECTING 2
 BV1772'INCHES.
 BV1772'
 BV1772'REFERENCE MARK NO 3 IS 101.34 FEET NORTH OF THE STATION.  IT IS 51
 BV1772'FEET NORTH OF THE CENTER
 BV1772'OF HIGHWAY 13, 122 FEET EAST OF AN OFFSET FENCE CORNER, 151 FEET WEST
 BV1772'OF THE CENTER OF A HIGH POWER
 BV1772'LINE, 5 FEET EAST OF A 9 INCH OAK, 1 FOOT SOUTH OF A
 BV1772'FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 BV1772'IT IS A REFERENCE MARK DISK, STAMPED
 BV1772'ELDER NO 3 1943 PROJECTING 3 INCHES.
 BV1772'
 BV1772'THE AZIMUTH MARK IS 0.25 MILES SOUTHEAST OF THE STATION.  IT IS 49
 BV1772'FEET WEST OF THE CENTER OF A
 BV1772'GRAVELED ROAD, 29.5 FEET WEST OF A POWER LINE, 84 FEET SOUTHWEST OF
 BV1772'A FENCE CORNER AND 1.5 FEET EAST
 BV1772'OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK
 BV1772'DISK, STAMPED ELDER 1943 PROJECTING 4 INCHES.
 BV1772'
 BV1772'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BV1772'STATE HIGHWAY 13 LOCATED 1
 BV1772'BLOCK NORTH OF THE POST OFFICE IN LUMBERTON GO EAST ON STATE HIGHWAY
 BV1772'13 FOR 4.8 MILES TO THE STATION
 BV1772'ON THE RIGHT JUST BEYOND THE COUNTY LINE.  TO REACH THE
 BV1772'AZIMUTH CONTINUE EAST ON STATE HIGHWAY 13 FOR
 BV1772'100 YARDS TO A SIDE ROAD RIGHT.  TURN
 BV1772'RIGHT AND GO SOUTH AND EAST ON A BLACK TOP ROAD FOR 0.15 MILES
 BV1772'TO A SIDE ROAD RIGHT.  TURN TIGHT
 BV1772'AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILES TO THE MARK ON THE
 BV1772'RIGHT.
 BV1772'
 BV1772'AIRLINE DISTANCE AND DIRECTION FRON MEAREST TOWN- 4.9 MILES WEST OF
 BV1772'CARNES
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0418 ***********************************************************************
 BH0418  DESIGNATION -  ELDER RM 1
 BH0418  PID         -  BH0418
 BH0418  STATE/COUNTY-  MS/JACKSON
 BH0418  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0418
 BH0418                         *CURRENT SURVEY CONTROL
 BH0418  ___________________________________________________________________
 BH0418* NAD 83(1986)-  30 24 39.     (N)    088 31 08.     (W)     SCALED    
 BH0418* NAVD 88     -         2.13   (+/-2cm)       7.0    (feet)  VERTCON   
 BH0418  ___________________________________________________________________
 BH0418  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0418
 BH0418.The horizontal coordinates were scaled from a topographic map and have
 BH0418.an estimated accuracy of +/- 6 seconds.
 BH0418
 BH0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0418.The vertical order pertains to the NGVD 29 superseded value.
 BH0418
 BH0418.The geoid height was determined by GEOID03.
 BH0418
 BH0418;                    North         East    Units  Estimated Accuracy
 BH0418;SPC MS E     -   101,000.      330,210.      MT  (+/- 180 meters Scaled)
 BH0418
 BH0418                          SUPERSEDED SURVEY CONTROL
 BH0418
 BH0418  NGVD 29 (??/??/??)    2.081  (m)            6.83   (f) ADJUSTED    1 2
 BH0418
 BH0418.Superseded values are not recommended for survey control.
 BH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0418.See file dsdata.txt to determine how the superseded data were derived.
 BH0418
 BH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU541652(NAD 83)
 BH0418_MARKER: DR = REFERENCE MARK DISK
 BH0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0418_STAMPING: ELDER 1921
 BH0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0418+STABILITY: SURFACE MOTION
 BH0418
 BH0418  HISTORY     - Date     Condition        Report By
 BH0418  HISTORY     - 1921     MONUMENTED       CGS
 BH0418  HISTORY     - 1958     GOOD             CGS
 BH0418  HISTORY     - 1968     GOOD             CGS
 BH0418
 BH0418                          STATION DESCRIPTION
 BH0418
 BH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0418'5.0 MI N FROM PASCAGOULA.
 BH0418'LOCATED 5.0 MILES NORTH ALONG THE MISSISSIPPI EXPORT RAILROAD FROM THE
 BH0418'COURTHOUSE IN PASCAGOULA, AT THE WEST POINT OF A Y IN THE TRACKS, 54
 BH0418'FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK LEADING EAST, 1 FOOT EAST
 BH0418'OF A FENCELINE, 30 FEET SOUTH OF A T FENCE CORNER, 22 FEET SOUTHEAST
 BH0418'OF A 10-INCH PECAN TREE AND AT THE WEST EDGE OF A GARDEN PLOT. IT IS A
 BH0418'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST. NOTE--
 BH0418'THIS MARK IS STAMPED ELDER 1921 NOT ELDER REF MK AS STATED IN THE
 BH0418'ORIGINAL DESCRIPTION.
 BH0418
 BH0418                          STATION RECOVERY (1968)
 BH0418
 BH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0418'THE MARK IS LOCATED 1.25 MILES SOUTHEAST OF THE APPROXIMATE CENTER
 BH0418'OF MOSS POINT, 0.2 MILE NORTHEAST OF THE MUNICIPAL WATER TANK, 0.1
 BH0418'MILE NORTHWEST OF THE INTERSECTION OF FIRST AND ELDER STREETS,
 BH0418'APPROXIMATELY 150 YARDS WEST OF THE CROSSING OF THE RAILROAD TRACK
 BH0418'WITH FIRST STREETS AND NEAR THE NORTHWEST CORNER OF THE PROPERTY
 BH0418'OWNED BY MR. LOREN WILKERSON. IT IS 50 FEET SOUTH OF THE SOUTH RAIL
 BH0418'OF THE MOST SOUTHERN TRACK, 32 FEET EAST OF THE EXTENDED EAST WALL
 BH0418'OF THE WILKERSON HOUSE, 21 FEET SOUTHEAST OF A 20 INCH PECAN NEAR
 BH0418'THE NORTHWEST CORNER OF THE WILKERSON PROPERTY, 66 FEET WEST OF A
 BH0418'12 INCH PECAN, 105 FEET SOUTHWEST OF A FENCE CORNER, 29 FEET NORTH
 BH0418'OF A FENCE, 36 FEET EAST OF A FENCE, 1 FOOT EAST OF A METAL
 BH0418'WITNESS POST SET IN THE TOP OF A 7 INCH SQUARE CONCRETE POST ABOUT
 BH0418'1 FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 3 INCHES. TO
 BH0418'REACH FROM THE U.S. POST OFFICE IN MOSS POINT GO SOUTH-SOUTHWEST
 BH0418'ON MISSISSIPPI HIGHWAY 63 FOR 0.1 MILE TO MCINNIS STREET ON THE
 BH0418'LEFT. TURN LEFT (EAST) AND CONTINUE ON MCINNIS STREET FOR 1.2
 BH0418'MILES TO A FORK. TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON
 BH0418'ELDER FERRY ROAD FOR 0.3 MILE TO SECOND STREET ON THE RIGHT AND
 BH0418'THE WILKERSON HOUSE ON THE LEFT. THE MARK IS APPROXIMATELY 200
 BH0418'FEET NORTH OF THE WILKERSON HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2795 ***********************************************************************
 CP2795  DESIGNATION -  ELDORADO
 CP2795  PID         -  CP2795
 CP2795  STATE/COUNTY-  MS/WARREN
 CP2795  USGS QUAD   -  ELDORADO (1988)
 CP2795
 CP2795                         *CURRENT SURVEY CONTROL
 CP2795  ___________________________________________________________________
 CP2795* NAD 83(1993)-  32 34 04.38651(N)    090 42 03.94473(W)     ADJUSTED  
 CP2795* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 CP2795  ___________________________________________________________________
 CP2795  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CP2795  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CP2795  HORZ ORDER  -  SECOND
 CP2795
 CP2795.The horizontal coordinates were established by classical geodetic methods
 CP2795.and adjusted by the National Geodetic Survey in May 1994.
 CP2795
 CP2795.The orthometric height was scaled from a topographic map.
 CP2795
 CP2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2795
 CP2795.The geoid height was determined by GEOID03.
 CP2795
 CP2795;                    North         East     Units Scale Factor Converg.
 CP2795;SPC MS W     -   340,179.614   665,466.492   MT  0.99996470   -0 11 52.7
 CP2795;SPC MS W     - 1,116,072.62  2,183,284.65   sFT  0.99996470   -0 11 52.7
 CP2795;UTM  15      - 3,605,715.746   715,819.311   MT  1.00017439   +1 14 16.7
 CP2795
 CP2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2795!SPC MS W     -   0.99998739  x   0.99996470  =   0.99995209
 CP2795!UTM  15      -   0.99998739  x   1.00017439  =   1.00016178
 CP2795
 CP2795:                Primary Azimuth Mark                     Grid Az
 CP2795:SPC MS W     -  ELDORADO AZ MK                           228 16 17.5
 CP2795:UTM  15      -  ELDORADO AZ MK                           226 50 08.1
 CP2795
 CP2795|---------------------------------------------------------------------|
 CP2795| PID    Reference Object                     Distance      Geod. Az  |
 CP2795|                                                           dddmmss.s |
 CP2795| CY3515 ELDORADO AZ MK                                     2280424.8 |
 CP2795| CY3516 ELDORADO RM 1                        18.448 METERS 23913     |
 CP2795| CY3517 ELDORADO RM 2                        23.796 METERS 34827     |
 CP2795|---------------------------------------------------------------------|
 CP2795
 CP2795                          SUPERSEDED SURVEY CONTROL
 CP2795
 CP2795  NAD 83(1986)-  32 34 04.39980(N)    090 42 03.94019(W) AD(       ) 2
 CP2795  NAD 27      -  32 34 03.90090(N)    090 42 03.57850(W) AD(       ) 2
 CP2795
 CP2795.Superseded values are not recommended for survey control.
 CP2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2795.See file dsdata.txt to determine how the superseded data were derived.
 CP2795
 CP2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1581905716(NAD 83)
 CP2795_MARKER: DS = TRIANGULATION STATION DISK
 CP2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2795
 CP2795  HISTORY     - Date     Condition        Report By
 CP2795  HISTORY     - 1958     MONUMENTED       CGS
 CP2795  HISTORY     - 1967     GOOD             MSHD
 CP2795  HISTORY     - 20000821 MARK NOT FOUND   NGS
 CP2795
 CP2795                          STATION DESCRIPTION
 CP2795
 CP2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2795'THE STATION IS ABOUT 19 MILES NORTHEAST OF VICKSBURG, 7-1/2
 CP2795'MILES WEST-SOUTHWEST OF PHOENIX, 2 MILES EAST-SOUTHEAST OF A
 CP2795'POINT WHERE COLLINS CREEK RUNS INTO THE YAZOO RIVER AND 0.35
 CP2795'MILE SOUTH-SOUTHEAST OF STATE HIGHWAY 3.  IT IS ON A GRASSY KNOLL
 CP2795'WHICH IS SURROUNDED BY BRUSHY AND WOODED AREA.  IT IS IN
 CP2795'SECTION 3, T18 N, R 5 E.
 CP2795'
 CP2795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 CP2795'STATE HIGHWAY 3 ABOUT 10 MILES NORTH OF VICKSBURG, GO NORTHEAST
 CP2795'ON HIGHWAY 3 FOR 6.3 MILES TO A CHURCH ON THE RIGHT AND A STORE
 CP2795'ON THE LEFT, CONTINUE NORTHEAST ON THE HIGHWAY FOR 2.0 MILES TO A
 CP2795'SIDE ROAD ON THE RIGHT (0.15 MILE BEFORE REACHING A CHURCH ON
 CP2795'THE RIGHT), TURN RIGHT ON THE SIDE ROAD AND GO EAST FOR 0.05
 CP2795'MILE TO A WOOD GATE, PASS THROUGH GATE AND GO SOUTHEAST ON
 CP2795'GRADED ROAD FOR 0.45 MILE TO A FORK, TAKE THE LEFT ROAD AND GO
 CP2795'EASTERLY FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND
 CP2795'CONTINUE EAST FOR 0.05 MILE TO A GATE AND SIDE ROAD ON THE
 CP2795'RIGHT (THE AZIMUTH MARK IS 162 FEET SOUTH AND WEST OF
 CP2795'THIS POINT), CONTINUE EASTERLY ON TRACK ROAD FOR 0.35 MILE
 CP2795'TO A GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH GATE AND
 CP2795'BEAR LEFT FOR 0.05 MILE TO TOP OF HILL AND STATION.
 CP2795'
 CP2795'THE STATION MARKS ARE STANDARD DISKS, STAMPED ELDORADO 1958,
 CP2795'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 CP2795'POST WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 72 FEET
 CP2795'NORTHEAST OF A TRIANGLE BLAZE ON THE NORTHEAST SIDE OF A 14-INCH
 CP2795'ELM TREE AND 47 FEET SOUTH-SOUTHEAST OF SOUTHEAST EDGE OF
 CP2795'CUTBANK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CP2795'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CP2795'
 CP2795'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELDORADO NO 1
 CP2795'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2795'PROJECTING 4 INCHES.  IT IS 14 FEET SOUTHEAST OF THE EDGE OF THE
 CP2795'CUTBANK, 12 FEET NORTHEAST OF THE TRIANGLE BLAZE AND 2 FEET
 CP2795'EAST OF A WHITE WITNESS POST.
 CP2795'
 CP2795'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELDORADO NO 2 1958,
 CP2795'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2795'6 INCHES.  IT IS 124 FEET NORTH-NORTHEAST OF THE TRIANGLE BLAZE
 CP2795'AND 6 FEET SOUTH-SOUTHEAST OF THE EDGE OF THE CUTBANK.
 CP2795'
 CP2795'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELDORADO 1958, SET
 CP2795'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2795'6 INCHES.  IT IS 162 FEET SOUTHWEST OF THE CENTER OF THE
 CP2795'INTERSECTION OF THE SIDE ROAD AND THE TRACK ROAD, 62 FEET
 CP2795'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 5 FEET
 CP2795'SOUTHEAST OF A FENCE AND 15 FEET NORTHWEST OF THE CENTER OF
 CP2795'DRIVEWAY.  A WHITE WITNESS POST WAS SET 1 FOOT SOUTHWEST
 CP2795'OF THE MARK.
 CP2795'
 CP2795'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2795
 CP2795                          STATION RECOVERY (1967)
 CP2795
 CP2795'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2795'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2795'CONDITION.
 CP2795'
 CP2795'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 3, T 18N, R
 CP2795'5E ON TOP OF A HILL SOUTHEAST OF A DEEP CUT FOR A WOODS ROAD
 CP2795'APPROXIMATELY 17.8 MILES NORTHEAST OF VICKSBURG, 8 MILES
 CP2795'NORTHEAST OF REDWOOD AND APPROXIMATELY 0.5 MILES SOUTHEAST OF
 CP2795'HIGHWAY 3.
 CP2795'
 CP2795'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO NORTHEAST ON
 CP2795'MISSISSIPPI HIGHWAY 3 FOR 4.85 MILES TO A CONCRETE BRIDGE,
 CP2795'CONTINUE NORTHEAST ON MISSISSIPPI HIGHWAY 3 FOR 1.4 MILES TO
 CP2795'ANOTHER CONCRETE BRIDGE JUST PAST AN ABANDONED BRICK STONE ON
 CP2795'THE LEFT.  CONTINUE NORTHEAST ON MISSISSIPPI HIGHWAY 3 FOR 2.05
 CP2795'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE EAST
 CP2795'AND SOUTH ON A GRAVEL ROAD FOR 0.45 MILE TO A GATE.  TURN LEFT
 CP2795'THROUGH THE GATE AND CONTINUE EAST ON A GRAVEL ROAD FOR 0.1
 CP2795'MILE TO A SIDE ROAD LEADING TO A HOUSE AND THE AZIMUTH ON THE
 CP2795'RIGHT AS DESCRIBED.  CONTINUE EAST ON A GRAVEL ROAD FOR 0.3 MILE
 CP2795'TO THE STATION ON THE RIGHT AS DESCRIBED.  (NOTE) THE AZIMUTH
 CP2795'IS NOT VISIBLE FROM THE STATION.
 CP2795'
 CP2795'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE,
 CP2795'CONCRETE POST.  THE STATION DISK IS STAMPED ELDORADO 1958 AND
 CP2795'IS 12 INCHES BELOW THE GROUND SURFACE.
 CP2795'
 CP2795'IT IS 72 FEET NORTHEAST OF A 12 INCH ELM WITH A TRIANGULAR BLAZED
 CP2795'ON IT, 67.5 FEET NORTH OF A 5 INCH CEDAR, 52 FEET NORTH OF A
 CP2795'6 INCH THORN TREE, 47 FEET (SOUTH-SOUTHEAST) OF THE SOUTHEAST
 CP2795'EDGE OF THE CUT FOR THE ROAD, AND 1.3 FEET SOUTHEAST OF A METAL
 CP2795'WITNESS POST.
 CP2795'
 CP2795'R.M. 1 IS STAMPED ELDORADO NO. 1 (1958) AND PROJECTS 6 INCHES.
 CP2795'
 CP2795'IT IS 66 FEET NORTHWEST OF A 5 INCH CEDAR, 60 FEET NORTHWEST OF
 CP2795'A 6 INCH THORN, 14 FEET SOUTHEAST OF THE EDGE OF THE CUT OF THE
 CP2795'BANK, 12 FEET NORTHEAST OF A TRIANGULAR BLAZED 12 INCH ELM AND
 CP2795'2 FEET EAST OF A WHITE WITNESS POST.
 CP2795'
 CP2795'R.M. 2 IS STAMPED ELDORADO NO. 2 (1958) AND PROJECTS 6 INCHES.
 CP2795'
 CP2795'IT IS 124 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 12 INCH
 CP2795'ELM, 6 FEET SOUTH-SOUTHEAST OF THE EDGE OF THE CUT FOR THE ROAD,
 CP2795'AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 CP2795'
 CP2795'THE AZIMUTH MARK IS STAMPED ELDORADO 1958 AND PROJECTS 6 INCHES.
 CP2795'
 CP2795'IT IS 162 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF THE
 CP2795'SIDE ROAD AND THE MAIN ROAD, 62 FEET NORTHEAST OF THE NORTHEAST
 CP2795'CORNER OF A FRAME HOUSE, 44 FEET NORTH OF THE NORTHEAST CORNER
 CP2795'OF THE YARD FENCE, 29 FEET NORTHEAST OF A FENCE CORNER, 15 FEET
 CP2795'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 5 FEET SOUTHEAST
 CP2795'OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 CP2795
 CP2795                          STATION RECOVERY (2000)
 CP2795
 CP2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP2795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7797 ***********************************************************************
 AJ7797  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7797  DESIGNATION -  ELECTRA
 AJ7797  PID         -  AJ7797
 AJ7797  STATE/COUNTY-  MS/YALOBUSHA
 AJ7797  USGS QUAD   -  COURTLAND (1983)
 AJ7797
 AJ7797                         *CURRENT SURVEY CONTROL
 AJ7797  ___________________________________________________________________
 AJ7797* NAD 83(2007)-  34 09 36.05347(N)    089 54 15.78299(W)     ADJUSTED  
 AJ7797* NAVD 88     -        89.2    (meters)     293.     (feet)  GPS OBS   
 AJ7797  ___________________________________________________________________
 AJ7797  EPOCH DATE  -        2002.00
 AJ7797  X           -       8,816.933 (meters)                     COMP
 AJ7797  Y           -  -5,283,357.096 (meters)                     COMP
 AJ7797  Z           -   3,561,182.958 (meters)                     COMP
 AJ7797  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ7797  ELLIP HEIGHT-          62.873 (meters)          (02/10/07) ADJUSTED
 AJ7797  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AJ7797
 AJ7797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7797  Type    PID    Designation                      North   East  Ellip
 AJ7797  -------------------------------------------------------------------
 AJ7797  NETWORK AJ7797 ELECTRA                           0.86   0.88   3.39
 AJ7797  -------------------------------------------------------------------
 AJ7797
 AJ7797.The horizontal coordinates were established by GPS observations
 AJ7797.and adjusted by the National Geodetic Survey in February 2007.
 AJ7797
 AJ7797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7797.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7797.The epoch date for horizontal control is a decimal equivalence
 AJ7797.of Year/Month/Day.
 AJ7797
 AJ7797.The orthometric height was determined by GPS observations and a
 AJ7797.high-resolution geoid model.
 AJ7797
 AJ7797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7797
 AJ7797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7797
 AJ7797.The ellipsoidal height was determined by GPS observations
 AJ7797.and is referenced to NAD 83.
 AJ7797
 AJ7797.The geoid height was determined by GEOID03.
 AJ7797
 AJ7797;                    North         East     Units Scale Factor Converg.
 AJ7797;SPC MS W     -   516,778.925   739,552.076   MT  0.99996928   +0 14 27.1
 AJ7797;SPC MS W     - 1,695,465.52  2,426,347.10   sFT  0.99996928   +0 14 27.1
 AJ7797;UTM  16      - 3,783,710.854   232,247.691   MT  1.00048383   -1 37 54.5
 AJ7797
 AJ7797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7797!SPC MS W     -   0.99999013  x   0.99996928  =   0.99995941
 AJ7797!UTM  16      -   0.99999013  x   1.00048383  =   1.00047396
 AJ7797
 AJ7797                          SUPERSEDED SURVEY CONTROL
 AJ7797
 AJ7797  ELLIP H (04/15/02)   62.874  (m)                       GP(       ) 4 2
 AJ7797  NAD 83(1993)-  34 09 36.05322(N)    089 54 15.78237(W) AD(       ) B
 AJ7797  ELLIP H (02/15/02)   62.877  (m)                       GP(       ) 4 1
 AJ7797
 AJ7797.Superseded values are not recommended for survey control.
 AJ7797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7797.See file dsdata.txt to determine how the superseded data were derived.
 AJ7797
 AJ7797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3224883711(NAD 83)
 AJ7797_MARKER: DD = SURVEY DISK
 AJ7797_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AJ7797_SP_SET: HEADWALL OF CONC DAM
 AJ7797_STAMPING: ELECTRA 2000
 AJ7797_MARK LOGO: NGS   
 AJ7797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ7797+STABILITY: POSITION/ELEVATION WELL
 AJ7797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7797+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7797
 AJ7797  HISTORY     - Date     Condition        Report By
 AJ7797  HISTORY     - 2000     MONUMENTED       NGS
 AJ7797
 AJ7797                          STATION DESCRIPTION
 AJ7797
 AJ7797'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ7797'STATION IS LOCATED ON THE EMERGENCY SPILLWAY OF ENID LAKE DAM, AT THE
 AJ7797'WEST END OF THE LAKE, 11.6 MILES (18.7 KM) SOUTHEAST OF BATESVILLE,
 AJ7797'MS.  TO REACH THE STATION FROM EXIT 233 ON I-55, SOUTH OF BATESVILLE,
 AJ7797'PROCEED EASTWARD AND UP HILL ON COUNTY ROAD 36 FOR 0.8 MILES (1.3 KM),
 AJ7797'PAST THE COE OFFICES ON THE RIGHT, AND INTO THE PARKING LOT ACROSS
 AJ7797'STRAIGHT AHEAD THE INTERSECTION.  MARK IS ON THE LEFT (EAST). MARK IS
 AJ7797'SET IN THE TOP OF THE HEADWALL OF THE EMERGENCY SPILLWAY, AT THE NORTH
 AJ7797'END OF THE ACTUAL DAM.  IT IS IN THE SOUTHWEST END OF THE TOP OF THE
 AJ7797'HEADWALL WHERE IT IS SURROUNDED BY LEVEL LAWN.  MARK IS 8.3 FT (2.5 M)
 AJ7797'SW OF THE STEEL HANDRAIL AT THE TOP OF THE CONCRETE WALL, 66.5 FT
 AJ7797'(20.3 M) SE OF THE SE EDGE OF PAVEMENT OF THE ROAD OVER THE SPILLWAY,
 AJ7797'102.8 FT (31.3 M) SOUTH OF THE SW END OF THE HANDRAIL ON THE BRIDGE
 AJ7797'OVER THE SPILLWAY AND PARALLEL TO THE VERTICAL WALL, AND 1.9 FT (0.6
 AJ7797'M) NE OF THE END OF THE HEADWALL, SET FLUSH WITH THE SURROUNDING LAWN.
 AJ7797'IT IS AN NGS DISK STAMPED ELECTRA 2000.  SITE IS GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1572 ***********************************************************************
 CO1572  DESIGNATION -  ELECTRIC 2
 CO1572  PID         -  CO1572
 CO1572  STATE/COUNTY-  MS/KEMPER
 CO1572  USGS QUAD   -  PORTERVILLE (1987)
 CO1572
 CO1572                         *CURRENT SURVEY CONTROL
 CO1572  ___________________________________________________________________
 CO1572* NAD 83(1986)-  32 44 34.     (N)    088 28 00.     (W)     SCALED    
 CO1572* NAVD 88     -        74.20   (meters)     243.4    (feet)  RESET     
 CO1572  ___________________________________________________________________
 CO1572  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO1572  VERT ORDER  -  THIRD
 CO1572
 CO1572.The horizontal coordinates were scaled from a topographic map and have
 CO1572.an estimated accuracy of +/- 6 seconds.
 CO1572
 CO1572.The orthometric height was computed from unverified reset data.
 CO1572.No vertical observational check was made to the station.
 CO1572
 CO1572.The geoid height was determined by GEOID03.
 CO1572
 CO1572;                    North         East    Units  Estimated Accuracy
 CO1572;SPC MS E     -   359,570.      334,360.      MT  (+/- 180 meters Scaled)
 CO1572
 CO1572                          SUPERSEDED SURVEY CONTROL
 CO1572
 CO1572  NGVD 29 (08/12/04)   74.17   (m)          243.3    (f) RESET       3  
 CO1572
 CO1572.Superseded values are not recommended for survey control.
 CO1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1572.See file dsdata.txt to determine how the superseded data were derived.
 CO1572
 CO1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625237(NAD 83)
 CO1572_MARKER: DH = HORIZONTAL CONTROL DISK
 CO1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1572_SP_SET: CONCRETE POST
 CO1572_STAMPING: ELECTRIC 2 1985
 CO1572_MARK LOGO: NGS   
 CO1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1572+STABILITY: SURFACE MOTION
 CO1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1572+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1993
 CO1572
 CO1572  HISTORY     - Date     Condition        Report By
 CO1572  HISTORY     - 1985     MONUMENTED       NGS
 CO1572  HISTORY     - 19850918 GOOD             NGS
 CO1572  HISTORY     - 19930223 SEE DESCRIPTION  MSHD
 CO1572
 CO1572                          STATION DESCRIPTION
 CO1572
 CO1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CO1572'5.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1572'HIGHWAY 16 IN SCOOBA, TO MARK ON THE RIGHT, IN GRASS AREA BETWEEN
 CO1572'GRAVEL TURN-OUT FOR MAIL BOXES AND HIGHWAY,131.5 FTNORTH OF A METAL
 CO1572'TELEPHONE CABLE BOX, 90.0 FT (27.4 M) SOUTH-SOUTHEAST OF A POWER POLE
 CO1572'WITH TRANSFORMER, 36.0 FT (11.0 M) WEST OF THE CENTER OF SOUTH BOUND
 CO1572'LANES OF HIGHWAY, 28.5 FT (8.7 M) EAST OF A WOODEN MAIL BOX POST,
 CO1572'MARK IS FLUSH WITH THE GROUND.
 CO1572
 CO1572                          STATION RECOVERY (1985)
 CO1572
 CO1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CO1572'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF PORTERSVILLE, 2 MI
 CO1572'(3.2 KM) SOUTH OF ELECTRIC MILLS, ON THE RIGHT-OF-WAY OF US HIGHWAY
 CO1572'45.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE
 CO1572'HIGHWAY 16 IN SCOOBA, GO SOUTH ON US HIGHWAY 45 FOR 4.0 MI (6.4 KM) TO
 CO1572'ELECTRIC MILLS, CONTINUE SOUTH ON HIGHWAY 45 FOR 1.9 MI (3.1 KM) TO A
 CO1572'TURN-OUT FOR MAILBOX AND STATION ON THE RIGHT.
 CO1572'STATION MARKS ARE STANDARD DISKS STAMPED--ELECTRIC 2 1985--. SURFACE
 CO1572'DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1572'IT IS IN GRASS AREA BETWEEN GRAVEL TURN-OUT FOR MAILBOXES AND HIGHWAY,
 CO1572'40.08 M (131.50 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 27.4 M (89.9
 CO1572'FT) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 11.0 M (36.1
 CO1572'FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF HIGHWAY, 8.7 M (28.5
 CO1572'FT) EAST OF WOODEN MAILBOX POST AND 0.46 M (1.51 FT) EAST OF A METAL
 CO1572'WITNESS POST AND SIGN.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 CO1572'STAMPED--ELECTRIC 2 NO 3 1985--, SET IN TOP OF A ROUND CONCRETE POST,
 CO1572'FLUSH WITH THE GROUND.  IT IS 36.4 M (119.4 FT) NORTH NORTHWEST OF
 CO1572'METAL TELEPHONE CABLE BOX, 30.70 M (100.72 FT) SOUTH OF A POWER POLE
 CO1572'WITH TRANSFORMER, 19.51 M (64.01 FT) WEST OF THE CENTER OF THE
 CO1572'SOUTHBOUND LANES OF HIGHWAY AND 3.66 M (12.01 FT) SOUTH OF WOODEN
 CO1572'MAILBOX POST.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED
 CO1572'--ELECTRIC 2 NO 4 1985--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 CO1572'WITH THE GROUND.  IT IS 26.46 M (86.81 FT) NORTH OF WOODEN MAILBOX
 CO1572'POST, 18.14 M (59.51 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 CO1572'HIGHWAY, 9.60 M (31.50 FT) NORTHWEST OF A METAL TELEPHONE CABLE BOX,
 CO1572'9.08 M (29.79 FT) SOUTH SOUTHWEST OF ANOTHER METAL TELEPHONE CABLE
 CO1572'BOX, 4.57 M (14.99 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY TO
 CO1572'HOUSE AND 0.55 M (1.80 FT) SOUTHEAST OF POWER POLE WITH TRANSFORMER.
 CO1572'AZIMUTH MARK IS A STANDARD DISK STAMPED--ELECTRIC 1955-, SET IN TOP OF
 CO1572'A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 47.70 M (156.50
 CO1572'FT) SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST, 15.91 M (52.20
 CO1572'FT) WEST OF THE CENTER OF OLD HIGHWAY 45, 14.93 M (48.98 FT) NORTH OF
 CO1572'A 10-INCH LONE CEDAR TREE AND 0.30 M (0.98 FT) EAST OF A METAL WITNESS
 CO1572'POST AND SIGN.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 CO1572'ON HIGHWAY 45 FOR 0.65 MI (1.05 KM) TO A CROSSROAD, TURN LEFT CROSSING
 CO1572'HIGHWAY AND GO NORTH ON OLD HIGHWAY FOR 0.15 MI (0.24 KM) TO MARK ON
 CO1572'THE RIGHT, JUST BEFORE REACHING SIDEROAD ON RIGHT.
 CO1572
 CO1572                          STATION RECOVERY (1993)
 CO1572
 CO1572'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 CO1572'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 CO1572'HIGHWAY CONSTRUCTION AT THIS TIME. A NEW MARK WAS ESTABLISHED AT THIS
 CO1572'DATE. SEE DESCRIPTION FOR ELECTRIC 3 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1573 ***********************************************************************
 CO1573  DESIGNATION -  ELECTRIC 2 RM 3
 CO1573  PID         -  CO1573
 CO1573  STATE/COUNTY-  MS/KEMPER
 CO1573  USGS QUAD   -  PORTERVILLE (1987)
 CO1573
 CO1573                         *CURRENT SURVEY CONTROL
 CO1573  ___________________________________________________________________
 CO1573* NAD 83(1986)-  32 44 30.     (N)    088 28 00.     (W)     SCALED    
 CO1573* NAVD 88     -        74.35   (meters)     243.9    (feet)  RESET     
 CO1573  ___________________________________________________________________
 CO1573  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO1573  VERT ORDER  -  THIRD
 CO1573
 CO1573.The horizontal coordinates were scaled from a topographic map and have
 CO1573.an estimated accuracy of +/- 6 seconds.
 CO1573
 CO1573.The orthometric height was computed from unverified reset data.
 CO1573.No vertical observational check was made to the station.
 CO1573
 CO1573.The geoid height was determined by GEOID03.
 CO1573
 CO1573;                    North         East    Units  Estimated Accuracy
 CO1573;SPC MS E     -   359,450.      334,360.      MT  (+/- 180 meters Scaled)
 CO1573
 CO1573                          SUPERSEDED SURVEY CONTROL
 CO1573
 CO1573  NGVD 29 (08/12/04)   74.31   (m)          243.8    (f) RESET       3  
 CO1573
 CO1573.Superseded values are not recommended for survey control.
 CO1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1573.See file dsdata.txt to determine how the superseded data were derived.
 CO1573
 CO1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625236(NAD 83)
 CO1573_MARKER: DR = REFERENCE MARK DISK
 CO1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1573_SP_SET: CONCRETE POST
 CO1573_STAMPING: ELECTRIC 2 NO 3 1985
 CO1573_MARK LOGO: NGS   
 CO1573_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1573+STABILITY: SURFACE MOTION
 CO1573
 CO1573  HISTORY     - Date     Condition        Report By
 CO1573  HISTORY     - 1985     MONUMENTED       NGS
 CO1573  HISTORY     - 19850918 GOOD             NGS
 CO1573
 CO1573                          STATION DESCRIPTION
 CO1573
 CO1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CO1573'5.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1573'HIGHWAY 16 IN SCOOBA, ON THE WEST SIDE OF HIGHWAY, 119.4 FT (36.4 M)
 CO1573'NORTH-NORTHWEST OF A METAL TELEPHONE CABLE BOX, 100.7 FT (30.7 M)
 CO1573'SOUTH OF A POWER POLE WITH A TRANSFORMER, 64.0 FT (19.5 M) WEST OF THE
 CO1573'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY AND 12.0 FT (3.7 M) SOUTH
 CO1573'OF A WOODEN MAIL BOX POST, MARK IS FLUSH WITH THE GROUND.
 CO1573
 CO1573                          STATION RECOVERY (1985)
 CO1573
 CO1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CO1573'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED ELETRIC 2 NO. 3
 CO1573'1985 SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CO1573'IS 36.4 METERS (119.3 FEET) NORTH NORTHWEST OF METAL TELEPHONE CABLE
 CO1573'BOX, 30.70 METERS (100.7 FEET) SOUTH OF A POWER POLE WITH TRANSFORMER,
 CO1573'19.51 METERS (64.0 FEET) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 CO1573'OF HIGHWAY AND 3.66 METERS (12.0 FEET) SOUTH OF WOODEN MAIL BOX POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1574 ***********************************************************************
 CO1574  DESIGNATION -  ELECTRIC 2 RM 4
 CO1574  PID         -  CO1574
 CO1574  STATE/COUNTY-  MS/KEMPER
 CO1574  USGS QUAD   -  PORTERVILLE (1987)
 CO1574
 CO1574                         *CURRENT SURVEY CONTROL
 CO1574  ___________________________________________________________________
 CO1574* NAD 83(1986)-  32 44 34.     (N)    088 28 00.     (W)     SCALED    
 CO1574* NAVD 88     -        74.01   (meters)     242.8    (feet)  RESET     
 CO1574  ___________________________________________________________________
 CO1574  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO1574  VERT ORDER  -  THIRD
 CO1574
 CO1574.The horizontal coordinates were scaled from a topographic map and have
 CO1574.an estimated accuracy of +/- 6 seconds.
 CO1574
 CO1574.The orthometric height was computed from unverified reset data.
 CO1574.No vertical observational check was made to the station.
 CO1574
 CO1574.The geoid height was determined by GEOID03.
 CO1574
 CO1574;                    North         East    Units  Estimated Accuracy
 CO1574;SPC MS E     -   359,570.      334,360.      MT  (+/- 180 meters Scaled)
 CO1574
 CO1574                          SUPERSEDED SURVEY CONTROL
 CO1574
 CO1574  NGVD 29 (08/12/04)   73.97   (m)          242.7    (f) RESET       3  
 CO1574
 CO1574.Superseded values are not recommended for survey control.
 CO1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1574.See file dsdata.txt to determine how the superseded data were derived.
 CO1574
 CO1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625237(NAD 83)
 CO1574_MARKER: DR = REFERENCE MARK DISK
 CO1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1574_SP_SET: CONCRETE POST
 CO1574_STAMPING: ELECTRIC 2 NO 4 1985
 CO1574_MARK LOGO: NGS   
 CO1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1574+STABILITY: SURFACE MOTION
 CO1574
 CO1574  HISTORY     - Date     Condition        Report By
 CO1574  HISTORY     - 1985     MONUMENTED       NGS
 CO1574
 CO1574                          STATION DESCRIPTION
 CO1574
 CO1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 CO1574'5.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1574'HIGHWAY 16 IN SCOOBA, ON THE WEST SIDE OF HIGHWAY, 86.8 FT (26.5 M)
 CO1574'NORTH OF A WOODEN MAIL BOX POST, 59.5 FT (18.1 M) WEST OF THE CENTER
 CO1574'OF THE SOUTH BOUND LANES OF HIGHWAY, 31.5 FT (9.6 M) NORTHWEST OF A
 CO1574'METAL TELEPHONE CABLE BOX, 29.8 FT (9.1 M) SOUTH-SOUTHWEST OF A METAL
 CO1574'TELEPHONE CABLE BOX, 1.8 FT (0.5 M) SOUTHEAST OF A POWER POLE WITH
 CO1574'TRANSFORMER, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1605 ***********************************************************************
 CO1605  DESIGNATION -  ELECTRIC 3
 CO1605  PID         -  CO1605
 CO1605  STATE/COUNTY-  MS/KEMPER
 CO1605  USGS QUAD   -  PORTERVILLE (1987)
 CO1605
 CO1605                         *CURRENT SURVEY CONTROL
 CO1605  ___________________________________________________________________
 CO1605* NAD 83(1986)-  32 44 34.     (N)    088 28 01.     (W)     SCALED    
 CO1605* NAVD 88     -        74.27   (+/-2cm)     243.7    (feet)  VERTCON   
 CO1605  ___________________________________________________________________
 CO1605  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO1605  VERT ORDER  -  THIRD (See Below)
 CO1605
 CO1605.The horizontal coordinates were scaled from a topographic map and have
 CO1605.an estimated accuracy of +/- 6 seconds.
 CO1605
 CO1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1605.The vertical order pertains to the NGVD 29 superseded value.
 CO1605
 CO1605.The geoid height was determined by GEOID03.
 CO1605
 CO1605;                    North         East    Units  Estimated Accuracy
 CO1605;SPC MS E     -   359,570.      334,340.      MT  (+/- 180 meters Scaled)
 CO1605
 CO1605                          SUPERSEDED SURVEY CONTROL
 CO1605
 CO1605  NGVD 29 (08/12/04)   74.23   (m)          243.5    (f) RESET       3  
 CO1605
 CO1605.Superseded values are not recommended for survey control.
 CO1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1605.See file dsdata.txt to determine how the superseded data were derived.
 CO1605
 CO1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625237(NAD 83)
 CO1605_MARKER: DH = HORIZONTAL CONTROL DISK
 CO1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1605_SP_SET: CONCRETE POST
 CO1605_STAMPING: ELECTRIC 3 1993
 CO1605_MARK LOGO: NGS   
 CO1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1605+STABILITY: SURFACE MOTION
 CO1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1605+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CO1605
 CO1605  HISTORY     - Date     Condition        Report By
 CO1605  HISTORY     - 1993     MONUMENTED       MSHD
 CO1605
 CO1605                          STATION DESCRIPTION
 CO1605
 CO1605'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 CO1605'5.9 MI (9.5 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1605'HIGHWAY 16 IN SCOOBA, TO THE MARK ON THE RIGHT, IN LAWN AREA BETWEEN
 CO1605'TWO HOUSES, 126.0 FT (38.4 M) WEST OF THE CENTER OF THE NEW SOUTH
 CO1605'BOUND LANES OF HIGHWAY, 67.9 FT (20.7 M) SOUTH OF A POWER POLE WITH
 CO1605'TRANSFORMER, 52.0 FT (15.8 M) SOUTH OF THE CENTER OF GRAVEL DRIVEWAY,
 CO1605'36.2 FT (11.0 M) EAST OF THE EAST EDGE OF A 5 X 5 FOOT (1.5 M)
 CO1605'CONCRETE SLAB, 31.5 FT (9.6 M) EAST SOUTHEAST OF A 36 INCH PINE TREE,
 CO1605'20.2 FT (6.2 M) NORTH OF A WOODEN MAIL BOX POST AND 2.3 FT (0.7 M)
 CO1605'WEST OF AN OVERHEAD POWER CABLE. SET IN TOP OF A ROUND CONCRETE
 CO1605'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0255 ***********************************************************************
 CO0255  DESIGNATION -  ELECTRIC AZ MK
 CO0255  PID         -  CO0255
 CO0255  STATE/COUNTY-  MS/KEMPER
 CO0255  USGS QUAD   -  PORTERVILLE (1987)
 CO0255
 CO0255                         *CURRENT SURVEY CONTROL
 CO0255  ___________________________________________________________________
 CO0255* NAD 83(1986)-  32 43 56.     (N)    088 28 01.     (W)     SCALED    
 CO0255* NAVD 88     -        73.311  (meters)     240.52   (feet)  ADJUSTED  
 CO0255  ___________________________________________________________________
 CO0255  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO0255  DYNAMIC HT  -          73.227 (meters)     240.25  (feet)  COMP
 CO0255  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CO0255
 CO0255  VERT ORDER  -  FIRST     CLASS II
 CO0255
 CO0255.The horizontal coordinates were scaled from a topographic map and have
 CO0255.an estimated accuracy of +/- 6 seconds.
 CO0255
 CO0255.The orthometric height was determined by differential leveling
 CO0255.and adjusted in June 1991.
 CO0255
 CO0255.The geoid height was determined by GEOID03.
 CO0255
 CO0255.The dynamic height is computed by dividing the NAVD 88
 CO0255.geopotential number by the normal gravity value computed on the
 CO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0255.degrees latitude (g = 980.6199 gals.).
 CO0255
 CO0255.The modeled gravity was interpolated from observed gravity values.
 CO0255
 CO0255;                    North         East    Units  Estimated Accuracy
 CO0255;SPC MS E     -   358,400.      334,340.      MT  (+/- 180 meters Scaled)
 CO0255
 CO0255                          SUPERSEDED SURVEY CONTROL
 CO0255
 CO0255  NGVD 29 (??/??/92)   73.224  (m)          240.24   (f) ADJ UNCH    1 2
 CO0255
 CO0255.Superseded values are not recommended for survey control.
 CO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0255.See file dsdata.txt to determine how the superseded data were derived.
 CO0255
 CO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625225(NAD 83)
 CO0255_MARKER: DZ = AZIMUTH MARK DISK
 CO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0255_STAMPING: ELECTRIC 1955
 CO0255_MARK LOGO: CGS   
 CO0255_PROJECTION: FLUSH
 CO0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0255+STABILITY: SURFACE MOTION
 CO0255
 CO0255  HISTORY     - Date     Condition        Report By
 CO0255  HISTORY     - 1955     MONUMENTED       CGS
 CO0255  HISTORY     - 1964     GOOD             MSHD
 CO0255  HISTORY     - 1983     GOOD             NGS
 CO0255  HISTORY     - 19850621 GOOD             NGS
 CO0255
 CO0255                          STATION DESCRIPTION
 CO0255
 CO0255'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0255'7.4 MI S FROM SCOOBA.
 CO0255'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 CO0255'HIGHWAY 16 IN SCOOBA, GO SOUTH ON U. S. 45 FOR 4.0 MILES TO ELECTRIC
 CO0255'MILLS, CONTINUE SOUTH 1.8 MILES TO TRIANGULATION STATION ELECTRIC
 CO0255'MILLS 1955, CONTINUE AHEAD 0.6 MILE TO THE MARK ON THE LEFT JUST
 CO0255'BEFORE REACHING A RIGHT CURVE.  THE MARK IS A DISK SET IN THE TOP OF
 CO0255'AN 11-INCH SQUARE CONCRETE POST.  IT IS 53 FEET EAST OF THE CENTER OF
 CO0255'THE HIGHWAY, 10 FEET SOUTH OF THE CENTER OF A FARM LANE, 1 FOOT WEST
 CO0255'OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CO0255'A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 CO0255
 CO0255                          STATION RECOVERY (1983)
 CO0255
 CO0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0255'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.3 KM
 CO0255'(7.0 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0255'HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, AT A GRAVELED CROSSROAD,
 CO0255'16.15 METERS (53.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CO0255'44.80 METERS (147.0 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND
 CO0255'7.92 METERS (26.0 FT) SOUTH OF A POWERLINE POLE WITH TWO SMALL
 CO0255'TRANSFORMERS ATTACHED.
 CO0255'THE MARK IS 0.36 METERS  E FROM A WITNESS POST.
 CO0255'THE MARK IS 0.4 M BELOW HIGHWAY.
 CO0255
 CO0255                          STATION RECOVERY (1985)
 CO0255
 CO0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CO0255'AZIMUTH MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF PORTERSVILLE, 2.5
 CO0255'MI (4.0 KM) SOUTH OF ELECTRIC MILLS, ON RIGHT-OF-WAY OF OLD HIGHWAY
 CO0255'45.  TO REACH MARK FROM THE JUNCTION OF US HIGHWAY 45 AND STATE
 CO0255'HIGHWAY 16 IN SCOOBA, GO SOUTH ON US HIGHWAY 45 FOR 4.0 MI (6.4 KM) TO
 CO0255'ELECTRIC MILLS, CONTINUE SOUTH ON HIGHWAY 45 FOR 2.5 MI (4.0 KM) TO A
 CO0255'CROSSROADS, TURN LEFT CROSSING HIGHWAY AND GO NORTH ON OLD HIGHWAY 45
 CO0255'FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT, JUST BEFORE REACHING A
 CO0255'SIDEROAD ON THE RIGHT.  AZIMUTH MARK IS A STANDARD DISK
 CO0255'STAMPE--ELECTRIC 1955--, SET IN TOP OF A SQUARE CONCRETE POST, FLUSH
 CO0255'WITH THE GROUND.  IT IS 47.70 M (156.50 FT) SOUTH OF CENTER OF GRAVEL
 CO0255'ROAD, 15.91 M (52.20 FT) WEST OF CENTER OF OLD HIGHWAY, 14.93 M (48.98
 CO0255'FT) NORTH OF LONE 10 INCH CEDAR TREE AND 0.30 M (0.98 FT) EAST OF A
 CO0255'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0017 ***********************************************************************
 CO0017  DESIGNATION -  ELECTRIC MILLS
 CO0017  PID         -  CO0017
 CO0017  STATE/COUNTY-  MS/KEMPER
 CO0017  USGS QUAD   -  SCOOBA (1973)
 CO0017
 CO0017                         *CURRENT SURVEY CONTROL
 CO0017  ___________________________________________________________________
 CO0017* NAD 83(1986)-  32 46 07.     (N)    088 27 50.     (W)     SCALED    
 CO0017* NAVD 88     -        57.356  (meters)     188.18   (feet)  POSTED    
 CO0017  ___________________________________________________________________
 CO0017  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CO0017  DYNAMIC HT  -          57.290 (meters)     187.96  (feet)  COMP
 CO0017  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CO0017
 CO0017  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CO0017
 CO0017.The horizontal coordinates were scaled from a topographic map and have
 CO0017.an estimated accuracy of +/- 6 seconds.
 CO0017
 CO0017.The orthometric height was determined by differential leveling
 CO0017.and adjusted by the  in 1992.
 CO0017.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CO0017.was located on a no-check spur therefore a value was not computed.
 CO0017.No vertical observational check was made to the station.
 CO0017
 CO0017.The geoid height was determined by GEOID03.
 CO0017
 CO0017.The dynamic height is computed by dividing the NAVD 88
 CO0017.geopotential number by the normal gravity value computed on the
 CO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0017.degrees latitude (g = 980.6199 gals.).
 CO0017
 CO0017.The modeled gravity was interpolated from observed gravity values.
 CO0017
 CO0017;                    North         East    Units  Estimated Accuracy
 CO0017;SPC MS E     -   362,440.      334,610.      MT  (+/- 180 meters Scaled)
 CO0017
 CO0017                          SUPERSEDED SURVEY CONTROL
 CO0017
 CO0017  NGVD 29 (??/??/92)   57.342  (m)          188.13   (f) ADJ UNCH    1 2
 CO0017
 CO0017.Superseded values are not recommended for survey control.
 CO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0017.See file dsdata.txt to determine how the superseded data were derived.
 CO0017
 CO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB628265(NAD 83)
 CO0017_MARKER: DB = BENCH MARK DISK
 CO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0017_STAMPING: ELECTRIC MILLS 1934
 CO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0017+STABILITY: SURFACE MOTION
 CO0017
 CO0017  HISTORY     - Date     Condition        Report By
 CO0017  HISTORY     - 1934     MONUMENTED       CGS
 CO0017  HISTORY     - 1946     GOOD             NGS
 CO0017  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0017
 CO0017                          STATION DESCRIPTION
 CO0017
 CO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CO0017'IN ELECTRIC MILLS.
 CO0017'AT ELECTRIC MILLS, KEMPER COUNTY, 140 FEET NORTHEAST OF THE NORTHEAST
 CO0017'CORNER OF THE GULF, MOBILE AND OHIO RAILROAD STATION, DIRECTLY BEHIND
 CO0017'THE SUMTER LUMBER CO. OFFICE IN 1935, 50 FEET EAST OF THE STEPS AT THE
 CO0017'REAR OF THE BUILDING, 8 FEET NORTH OF THE CENTER OF A PATH LEADING
 CO0017'EAST, 4 FEET WEST OF THE SOUTHEAST CORNER OF A FLOWER GARDEN, AND 1
 CO0017'FOOT NORTHEAST OF SOME STEPS OVER A FENCE, AND SET IN THE TOP OF A
 CO0017'CONCRETE POST.
 CO0017
 CO0017                          STATION RECOVERY (1946)
 CO0017
 CO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CO0017'RECOVERED IN GOOD CONDITION.
 CO0017
 CO0017                          STATION RECOVERY (1983)
 CO0017
 CO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0017'NOT RECOVERED, ALL MEASUREMENTS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1182 ***********************************************************************
 CO1182  DESIGNATION -  ELECTRIC MILLS E A TEMPLE TANK
 CO1182  PID         -  CO1182
 CO1182  STATE/COUNTY-  MS/KEMPER
 CO1182  USGS QUAD   -  SCOOBA (1973)
 CO1182
 CO1182                         *CURRENT SURVEY CONTROL
 CO1182  ___________________________________________________________________
 CO1182* NAD 83(1993)-  32 46 22.80217(N)    088 27 55.00801(W)     ADJUSTED  
 CO1182* NAVD 88     -              **(meters)            **(feet)            
 CO1182  ___________________________________________________________________
 CO1182  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CO1182  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CO1182  HORZ ORDER  -  THIRD
 CO1182
 CO1182.The horizontal coordinates were established by classical geodetic methods
 CO1182.and adjusted by the National Geodetic Survey in May 1994.
 CO1182
 CO1182
 CO1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1182
 CO1182.The geoid height was determined by GEOID03.
 CO1182
 CO1182;                    North         East     Units Scale Factor Converg.
 CO1182;SPC MS E     -   362,925.787   334,481.950   MT  0.99996466   +0 11 57.2
 CO1182;SPC MS E     - 1,190,699.02  1,097,379.53   sFT  0.99996466   +0 11 57.2
 CO1182;SPC AL W     -   307,851.751   509,565.433   MT  1.00003414   -0 31 21.2
 CO1182;UTM  16      - 3,627,072.266   362,763.967   MT  0.99983223   -0 47 35.9
 CO1182
 CO1182                          SUPERSEDED SURVEY CONTROL
 CO1182
 CO1182  NAD 83(1993)-  32 46 22.80833(N)    088 27 55.00810(W) AD(       ) 4
 CO1182  NAD 83(1986)-  32 46 22.81229(N)    088 27 55.01028(W) AD(       ) 4
 CO1182  NAD 27      -  32 46 22.33400(N)    088 27 54.87500(W) AD(       ) 3
 CO1182
 CO1182.Superseded values are not recommended for survey control.
 CO1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1182.See file dsdata.txt to determine how the superseded data were derived.
 CO1182
 CO1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB6276427072(NAD 83)
 CO1182_MARKER: 53 = ELEVATED TANK
 CO1182
 CO1182  HISTORY     - Date     Condition        Report By
 CO1182  HISTORY     - 1955     FIRST OBSERVED   CGS
 CO1182
 CO1182                          STATION DESCRIPTION
 CO1182
 CO1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1182'STATION IS THE FINIAL OF THE WATER TANK LOCATED ABOUT 0.1 MILE
 CO1182'WEST OF U.S. HIGHWAY 45 IN THE TOWN OF ELECTRIC MILLS.  IT IS A
 CO1182'PRIVATELY OWNED WATER TANK BELONGING TO E.A. TEMPLE.  IT
 CO1182'IS A TALL, SLENDER, STEEL TANK, WITH A DEEP OVAL BOTTOM AND
 CO1182'A FLAT CONICAL TOP, ATOP A 4 LEGGED STEEL STRUCTURE.  THE
 CO1182'TANK AND THE LEGS ARE PAINTED BLACK.  THE TOTAL HEIGHT IS
 CO1182'ABOUT 110 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0258 ***********************************************************************
 CO0258  DESIGNATION -  ELECTRIC RM 2
 CO0258  PID         -  CO0258
 CO0258  STATE/COUNTY-  MS/KEMPER
 CO0258  USGS QUAD   -  PORTERVILLE (1987)
 CO0258
 CO0258                         *CURRENT SURVEY CONTROL
 CO0258  ___________________________________________________________________
 CO0258* NAD 83(1986)-  32 44 30.     (N)    088 28 01.     (W)     SCALED    
 CO0258* NAVD 88     -        72.785  (meters)     238.80   (feet)  ADJUSTED  
 CO0258  ___________________________________________________________________
 CO0258  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO0258  DYNAMIC HT  -          72.702 (meters)     238.52  (feet)  COMP
 CO0258  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CO0258
 CO0258  VERT ORDER  -  FIRST     CLASS II
 CO0258
 CO0258.The horizontal coordinates were scaled from a topographic map and have
 CO0258.an estimated accuracy of +/- 6 seconds.
 CO0258
 CO0258.The orthometric height was determined by differential leveling
 CO0258.and adjusted in June 1991.
 CO0258
 CO0258.The geoid height was determined by GEOID03.
 CO0258
 CO0258.The dynamic height is computed by dividing the NAVD 88
 CO0258.geopotential number by the normal gravity value computed on the
 CO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0258.degrees latitude (g = 980.6199 gals.).
 CO0258
 CO0258.The modeled gravity was interpolated from observed gravity values.
 CO0258
 CO0258;                    North         East    Units  Estimated Accuracy
 CO0258;SPC MS E     -   359,450.      334,340.      MT  (+/- 180 meters Scaled)
 CO0258
 CO0258                          SUPERSEDED SURVEY CONTROL
 CO0258
 CO0258  NGVD 29 (??/??/92)   72.677  (m)          238.44   (f) ADJ UNCH    1 2
 CO0258
 CO0258.Superseded values are not recommended for survey control.
 CO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0258.See file dsdata.txt to determine how the superseded data were derived.
 CO0258
 CO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625236(NAD 83)
 CO0258_MARKER: DR = REFERENCE MARK DISK
 CO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0258_STAMPING: ELECTRIC NO 2 1955
 CO0258_MARK LOGO: CGS   
 CO0258_PROJECTION: RECESSED 4 CENTIMETERS
 CO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0258+STABILITY: SURFACE MOTION
 CO0258
 CO0258  HISTORY     - Date     Condition        Report By
 CO0258  HISTORY     - 1955     MONUMENTED       CGS
 CO0258  HISTORY     - 1964     GOOD             MSHD
 CO0258  HISTORY     - 1983     GOOD             NGS
 CO0258
 CO0258                          STATION DESCRIPTION
 CO0258
 CO0258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0258'6.8 MI S FROM SCOOBA.
 CO0258'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 CO0258'HIGHWAY 16 IN SCOOBA, GO SOUTH ON U. S. 45 FOR 4.0 MILES TO ELECTRIC
 CO0258'MILLS, CONTINUE SOUTH 1.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 CO0258'A DISK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST.  IT IS 89.23
 CO0258'FEET WEST OF THE TRIANGULATION STATION ELECTRIC 1955, 43 FEET WEST OF
 CO0258'THE CENTER OF THE HIGHWAY, 15 FEET NORTH OF A TWIN 12-INCH PINE TREE,
 CO0258'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. A METAL
 CO0258'WITNESS POST WAS SET 88 FEET EAST OF THE MARK.
 CO0258
 CO0258                          STATION RECOVERY (1983)
 CO0258
 CO0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0258'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.2 KM
 CO0258'(6.35 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0258'HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, ON THE WEST SIDE OF THE
 CO0258'HIGHWAY, ABOUT 106.6 METERS (350.0 FT) NORTH OF A POWERLINE POLE WITH
 CO0258'A YARD LIGHT ATTACHED, 13.10 METERS (43.0 FT) WEST OF THE CENTERLINE
 CO0258'OF THE HIGHWAY, 2.31 METERS (7.6 FT) EAST OF A FENCE, AND 27.19 METERS
 CO0258'(89.23 FT) WEST OF THE STATION MARK (ELECTRIC 1955).
 CO0258'THE MARK IS 0.33 METERS  E FROM A WITNESS POST.
 CO0258'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2494 ***********************************************************************
 BH2494  DESIGNATION -  ELICO
 BH2494  PID         -  BH2494
 BH2494  STATE/COUNTY-  MS/JACKSON
 BH2494  USGS QUAD   -  VESTRY (1982)
 BH2494
 BH2494                         *CURRENT SURVEY CONTROL
 BH2494  ___________________________________________________________________
 BH2494* NAD 83(1993)-  30 39 04.65488(N)    088 46 14.16031(W)     ADJUSTED  
 BH2494* NAVD 88     -        51.26   (+/-2cm)     168.2    (feet)  VERTCON   
 BH2494  ___________________________________________________________________
 BH2494  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BH2494  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH2494  HORZ ORDER  -  SECOND
 BH2494  VERT ORDER  -  THIRD ? (See Below)
 BH2494
 BH2494.The horizontal coordinates were established by classical geodetic methods
 BH2494.and adjusted by the National Geodetic Survey in May 1994.
 BH2494
 BH2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2494.The vertical order pertains to the NGVD 29 superseded value.
 BH2494
 BH2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2494
 BH2494.The geoid height was determined by GEOID03.
 BH2494
 BH2494;                    North         East     Units Scale Factor Converg.
 BH2494;SPC MS E     -   127,620.431   306,012.683   MT  0.99995045   +0 01 55.1
 BH2494;SPC MS E     -   418,701.36  1,003,976.61   sFT  0.99995045   +0 01 55.1
 BH2494;UTM  16      - 3,392,294.193   330,342.770   MT  0.99995508   -0 54 10.4
 BH2494
 BH2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2494!SPC MS E     -   0.99999646  x   0.99995045  =   0.99994691
 BH2494!UTM  16      -   0.99999646  x   0.99995508  =   0.99995154
 BH2494
 BH2494|---------------------------------------------------------------------|
 BH2494| PID    Reference Object                     Distance      Geod. Az  |
 BH2494|                                                           dddmmss.s |
 BH2494| BH2495 TT 5 C USGS 1943                     12.946 METERS 10917     |
 BH2494| DD7894 ELICO RM 2                           37.722 METERS 15102     |
 BH2494| DD7892 ELICO AZ MK                                        1782143.5 |
 BH2494| DD7893 ELICO RM 1                           37.451 METERS 35552     |
 BH2494|---------------------------------------------------------------------|
 BH2494
 BH2494                          SUPERSEDED SURVEY CONTROL
 BH2494
 BH2494  NAD 83(1993)-  30 39 04.66785(N)    088 46 14.15503(W) AD(       ) 2
 BH2494  NAD 83(1986)-  30 39 04.67525(N)    088 46 14.15500(W) AD(       ) 2
 BH2494  NAD 27      -  30 39 03.97800(N)    088 46 14.05300(W) AD(       ) 2
 BH2494  NGVD 29 (07/19/86)   51.24   (m)          168.1    (f) LEVELING    3  
 BH2494
 BH2494.Superseded values are not recommended for survey control.
 BH2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2494.See file dsdata.txt to determine how the superseded data were derived.
 BH2494
 BH2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3034392294(NAD 83)
 BH2494_MARKER: DS = TRIANGULATION STATION DISK
 BH2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2494
 BH2494  HISTORY     - Date     Condition        Report By
 BH2494  HISTORY     - 1943     MONUMENTED       CGS
 BH2494  HISTORY     - 1954     GOOD             USGS
 BH2494  HISTORY     - 1958     GOOD             CGS
 BH2494  HISTORY     - 1968     GOOD             MSHD
 BH2494
 BH2494                          STATION DESCRIPTION
 BH2494
 BH2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2494'THIS STATION IS LOCATED ABOUT 10 MILES NW OF VANCLEAVE, 42.47 FEET NW
 BH2494'OF THE CENTER OF THE ELICO FIRE TOWER, 0.05 MILE S OF A GRADED
 BH2494'DIRT ROAD, 27.6 FEET E OF A TRACK ROAD, 22.6 FEET NW OF A TELEPHONE
 BH2494'POLE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 BH2494'STAMPED ELICO 1943.
 BH2494'
 BH2494'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2494'SET IN CONCRETE.
 BH2494'
 BH2494'REFERENCE MARK NO.1 IS 122.87 FEET N OF THE STATION, 47 FEET S OF THE
 BH2494'CENTER LINE OF A GRADED DIRT ROAD, 36 FEET W OF A TELEPHONE POLE,
 BH2494'24 FEET E OF A TRACK ROAD.  THE DISK IS STAMPED ELICO NO.1 1943.
 BH2494'
 BH2494'REFERENCE MARK NO.2 IS 123.76 FEET SE OF THE STATION, 82 FEET E OF
 BH2494'THE CENTER LINE OF A TRACK ROAD, 69 FEET E OF A NE FENCE CORNER
 BH2494'POST, 8 INCHES N OF A PICKET FENCE.  THE DISK IS STAMPED ELICO NO.2
 BH2494'1943.
 BH2494'
 BH2494'THE AZIMUTH MARK IS 0.2 MILE S OF THE STATION, 39 FEET W OF THE
 BH2494'CENTER LINE OF A TRACK ROAD, 3.6 FEET NE OF A STANDARD REFERENCE
 BH2494'POST.  THE DISK IS STAMPED ELICO 1943.
 BH2494'
 BH2494'A TRAVERSE CONNECTION WAS MADE TO U.S.G.S. BENCH MARK NO. TT 5 C
 BH2494'1940.  THE MARK IS A BRONZE U.S.G.S. BENCH MARK AND IT IS
 BH2494'DIRECTLY UNDER THE CENTER OF THE ELICO FIRE TOWER, 67 FEET E OF THE
 BH2494'CENTER LINE OF A TRACK ROAD, 65 FEET W OF A N-S FENCE LINE, 25
 BH2494'FEET E OF A TELEPHONE POLE.  THE DISK IS STAMPED TT5G 1940.  THE MARK
 BH2494'IS 12.947 METERS (42.48 FEET) SE OF TRIANGULATION STATION ELICO.
 BH2494'
 BH2494'TO REACH THE STATION FROM THE VANCLEAVE POST OFFICE, GO N ON
 BH2494'MISSISSIPPI STATE HIGHWAY 59 FOR 9.2 MILES TO A DIRT T-ROAD
 BH2494'LEFT, TURN LEFT AND GO 2 MILES TO THE ELICO FIRE TOWER ON THE LEFT
 BH2494'AND STATION.
 BH2494'
 BH2494'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON A TRACK ROAD FOR
 BH2494'0.2 MILE TO THE MARK ON THE RIGHT.
 BH2494'
 BH2494'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2494
 BH2494                          STATION RECOVERY (1954)
 BH2494
 BH2494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BH2494'REVISED DESCRIPTION
 BH2494'
 BH2494'MARK IS 44.6 FT. W.S.W. OF ELICO FIRE TOWER (NEW TOWER HAS BEEN BUILT
 BH2494'31.2 FT. NORTH OF ORIGINAL TOWER.)
 BH2494
 BH2494                          STATION RECOVERY (1958)
 BH2494
 BH2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2494'THE STATION WAS VISITED 12-10-58 AND THE STATION MARK, REFERENCE
 BH2494'MARKS NO. 1 AND NO. 2, (USGS) TT 5 C AND THE AZIMUTH MARK WERE
 BH2494'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BH2494'STATION.  THE ELICO FIRE TOWER HAS BEEN MOVED ABOUT 32 FEET NORTH
 BH2494'OF THE ORIGINAL LOCATION OVER TT 5 C (USGS).  A NEW DESCRIPTION
 BH2494'FOLLOWS-
 BH2494'
 BH2494'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH-NORTHWEST OF VANCLEAVE
 BH2494'AT THE SITE OF THE ELICO FIRE TOWER ON PROPERTY OWNED BY THE STATE, IN
 BH2494'THE SOUTHEAST ANGLE OF A T ROAD INTESECTION.  IT IS 28 FEET EAST OF
 BH2494'THE CENTER OF A DIRT ROAD LEADING SOUTH, 170 FEET SOUTH OF THE
 BH2494'CENTER OF A BLACK TOP ROAD, 31.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BH2494'LEG OF THE NEW FIRE TOWER, 7 FEET SOUTH OF THE PROJECTED LINE
 BH2494'THROUGH THE SOUTHWEST AND THE SOUTHEAST LEG OF THE TOWER, 36 FEET
 BH2494'WEST-SOUTHWEST OF A POWER POLE WITH A LIGHT METER AND 42 FEET
 BH2494'SOUTHWEST OF THE SOUTHWEST OF THE SOUTHWEST LEG OF THE FIRE
 BH2494'TOWER.  IT IS A STANDARD DISK, STAMPED ELICO 1943, FLUSH WITH THE
 BH2494'GROUND.
 BH2494'
 BH2494'REFERENCE MARK NO. 1 IS 122.87 FEET NORTH OF THE STATION, 25 EAST OF
 BH2494'THE CENTER OF A DIRT ROAD, 47 FEET SOUTH OF THE CENTER OF A BLACK
 BH2494'TOP ROAD.  IT IS A STANDARD DISK STAMPED ELICO NO 1 1943, PROJECTING
 BH2494'6 INCHES.
 BH2494'
 BH2494'REFERENCE MARK NO. 2 IS 123.76 FEET SOUTHEAST OF THE STATION, 1 FOOT
 BH2494'NORTH OF A PICKET FENCE, 84 FEET EAST OF THE CENTER OF A DIRT
 BH2494'ROAD, 69 FEET EAST OF A FENCE CORNER AND 5 FEET EAST OF THE PROJECTED
 BH2494'PLANE OF THE EAST WALL OF A SMALL WHITE HOUSE SOUTH OF THE
 BH2494'STATION.  IT IS A STANDARD DISK, STAMPED ELICO NO 2 1943, PROJECTING
 BH2494'6 INCHES.
 BH2494'
 BH2494'A TRAVERSE CONNECTION WAS MADE IN 1943 TO TT 5 C (USGS).  IT IS 42.48
 BH2494'FEET SOUTHEAST OF THE STATION, IN THE CENTER OF THE OLD SITE OF
 BH2494'THE ELICO FIRE TOWER WHICH CAN BE RECOGNIZED BY THE FOUR CONCRETE
 BH2494'FOOTING IN THE GROUND, 32 FEET SOUTH OF THE CENTER OF THE NEW ELICO
 BH2494'FIRE TOWER, 66 FEET EAST OF THE CENTER OF THE ROAD, 22 FEET
 BH2494'SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF THE FIRE TOWER, AND
 BH2494'23.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE FIRE TOWER.  IT
 BH2494'IS A STANDARD U.S. GEOLOGICAL SURVEY TRAVERSE DISK SET IN
 BH2494'THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 BH2494'IT IS STAMPED TT 5 C 1940. THIS MARK IS STAMPED C NOT G AS
 BH2494'DESCRIBED IN THE 1943 DESCRIPTION.)
 BH2494'
 BH2494'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 39 FEET SOUTHWEST
 BH2494'OF THE CENTER OF A DIRT ROAD AT A CURVE AND ON THE PROJECTED
 BH2494'CENTERLINE OF THE DIRT ROAD LEADING NORTH TO THE STATION.  IT IS A
 BH2494'STANDARD DISK, STAMPED ELICO 1943, PROJECTING 4 INCHES.
 BH2494'
 BH2494'TO REACH THE STATION FROM THE POST OFFICE IN VANCLEAVE GO NORTH ON
 BH2494'STATE HIGHWAY 59 FOR 8.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 BH2494'GO WEST FOR 1.65 MILES TO A SIDE ROAD LEFT AND ELICO FIRE TOWER ON
 BH2494'THE LEFT, TURN LEFT AND GO ABOUT 75 YARDS TO THE STATION ON THE
 BH2494'LEFT IN THE SOUTHEAST ANGLE OF THE T ROAD INTERSECTION.
 BH2494
 BH2494                          STATION RECOVERY (1968)
 BH2494
 BH2494'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2494'THE STATION WAS VISITED 8-6-68 AND THE STATION MARK, REFERENCE MARK,
 BH2494'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2494'
 BH2494'THE STATION IS LOCATED 5.5 MILES SOUTH SOUTHEAST OF VESTRY AND 9.5
 BH2494'MILES NORTHWEST OF VANCLEAVE IN THE SOUTHWEST 1/4 OF SECTION 34,
 BH2494'T 4S, R 8W AND ON PROPERTY OWNED BY INTERNATIONAL PAPER COMPANY.  IT
 BH2494'IS 168 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD 27.5 FEET EAST
 BH2494'OF THE CENTER OF A BLACKTOP ROAD, 31 FEET WEST SOUTHWEST OF THE
 BH2494'SOUTHWEST LEG OF THE LOOKOUT TOWER, 35 FEET SOUTHWEST OF A POWER
 BH2494'LINE POLE WITH A METER ON IT, 36 FEET SOUTHWEST OF THE NORTHWEST
 BH2494'CORNER OF A SMALL WHITE BUILDING UNDER THE TOWER, AND 23 FEET NORTH
 BH2494'OF THE PROJECTED CENTER OF A DRIVEWAY.
 BH2494'
 BH2494'IT IS A STANDARD TRIANGULATION DISK, STAMPED ELICO 1943 FLUSH WITH
 BH2494'THE GROUND.
 BH2494'
 BH2494'REFERENCE MARK NO. 1 IS 122.86 FEET NORTH OF THE STATION.  IT IS 47
 BH2494'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 28 FEET EAST OF THE
 BH2494'CENTER OF A BLACKTOP ROAD, 102 FEET NORTWEST OF THE NORTHWEST LEG OF
 BH2494'THE LOOKOUT TOWER, 92 FEET NORTHWEST OF A POWER LINE POLE
 BH2494'WITH A METER ON IT AND 57 FEET SOUTHEAST OF THE CENTER OF A T
 BH2494'INTERSECTION.  IT IS A STANDARD DISK, STAMPED ELICO NO 1 1943
 BH2494'PROJECTING 6 INCHES.
 BH2494'
 BH2494'REFERENCE MARK NO. 2 IS 123.68 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2494'84 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 115 FEET
 BH2494'SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 68 FEET NORTH
 BH2494'NORTHWEST OF A POWER LINE POLE WITH A GUY WIRE AND 89.5 FEET
 BH2494'NORTHEAST OF THE NORTHWEST CORNER OF THE PORCH OF A WHITE ASBESTOS
 BH2494'HOUSE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED ELICO NO 2 1943
 BH2494'PROJECTING 8 INCHES.
 BH2494'
 BH2494'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 240.74 FEET.
 BH2494'
 BH2494'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 40.5 FEET
 BH2494'SOUTH SOUTHEAST OF A FENCE CORNER THAT FORMS A V, 5 FEET EAST OF THE
 BH2494'PROJECTED CENTER OF A BLACKTOP ROAD, 7 FEET EAST OF A FENCE AND 1
 BH2494'FOOT NORTH OF A METAL WITNESS POST.  THE STATION IS NOT
 BH2494'VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK ELICO
 BH2494'1943 PROJECTING 8 INCHES.
 BH2494'
 BH2494'TO REACH THE STATION FROM THE VANCLEAVE HIGH SCHOOL AT THE NORTHWEST
 BH2494'EDGE OF VANCLEAVE GO NORTHWEST ON MISSISSIPPI HIGHWAY 57 FOR
 BH2494'8.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT (NORTHWEST) AND CONTINUE ON
 BH2494'A BLACKTOP ROAD FOR 1.9 MILES TO A SIDE ROAD AND THE ELICO LOOKOUT
 BH2494'TOWER AND THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE.  TO REACH
 BH2494'THE AZIMUTH TURN LEFT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR
 BH2494'0.2 MILE TO A CURVE LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
 BH2494'
 BH2494'THE DISTANCE TO RM 1 FAILED TO CHECK BY 0.1 FEET AND THE
 BH2494'DISTANCE TO RM 2 FAILED TO CHECK BY 0.08 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0422 ***********************************************************************
 BV0422  DESIGNATION -  ELLEN
 BV0422  PID         -  BV0422
 BV0422  STATE/COUNTY-  MS/WAYNE
 BV0422  USGS QUAD   -  SHUBUTA (1964)
 BV0422
 BV0422                         *CURRENT SURVEY CONTROL
 BV0422  ___________________________________________________________________
 BV0422* NAD 83(1993)-  31 48 27.76368(N)    088 40 56.33425(W)     ADJUSTED  
 BV0422* NAVD 88     -        80.450  (meters)     263.94   (feet)  ADJUSTED  
 BV0422  ___________________________________________________________________
 BV0422  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 BV0422  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV0422  DYNAMIC HT  -          80.355 (meters)     263.63  (feet)  COMP
 BV0422  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 BV0422
 BV0422  HORZ ORDER  -  THIRD
 BV0422  VERT ORDER  -  SECOND    CLASS 0
 BV0422
 BV0422.The horizontal coordinates were established by classical geodetic methods
 BV0422.and adjusted by the National Geodetic Survey in May 1994.
 BV0422
 BV0422.The orthometric height was determined by differential leveling
 BV0422.and adjusted in June 1991.
 BV0422
 BV0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0422
 BV0422.The geoid height was determined by GEOID03.
 BV0422
 BV0422.The dynamic height is computed by dividing the NAVD 88
 BV0422.geopotential number by the normal gravity value computed on the
 BV0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0422.degrees latitude (g = 980.6199 gals.).
 BV0422
 BV0422.The modeled gravity was interpolated from observed gravity values.
 BV0422
 BV0422;                    North         East     Units Scale Factor Converg.
 BV0422;SPC MS E     -   255,838.434   314,299.184   MT  0.99995252   +0 04 46.6
 BV0422;SPC MS E     -   839,363.26  1,031,163.24   sFT  0.99995252   +0 04 46.6
 BV0422;UTM  16      - 3,520,354.795   340,755.370   MT  0.99991276   -0 53 12.8
 BV0422
 BV0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0422!SPC MS E     -   0.99999159  x   0.99995252  =   0.99994411
 BV0422!UTM  16      -   0.99999159  x   0.99991276  =   0.99990435
 BV0422
 BV0422|---------------------------------------------------------------------|
 BV0422| PID    Reference Object                     Distance      Geod. Az  |
 BV0422|                                                           dddmmss.s |
 BV0422| BV0423 ELLEN RM 1                            9.071 METERS 08910     |
 BV0422| BV0425 ELLEN AZ MK                                        1732718.7 |
 BV0422| BV0424 ELLEN RM 2                            7.720 METERS 18157     |
 BV0422|---------------------------------------------------------------------|
 BV0422
 BV0422                          SUPERSEDED SURVEY CONTROL
 BV0422
 BV0422  NAD 83(1993)-  31 48 27.77230(N)    088 40 56.33383(W) AD(       ) 3
 BV0422  NAD 83(1986)-  31 48 27.77826(N)    088 40 56.33543(W) AD(       ) 3
 BV0422  NAD 27      -  31 48 27.20800(N)    088 40 56.19400(W) AD(       ) 3
 BV0422  NGVD 29 (??/??/??)   80.45   (m)          263.9    (f) RESET       3  
 BV0422
 BV0422.Superseded values are not recommended for survey control.
 BV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0422.See file dsdata.txt to determine how the superseded data were derived.
 BV0422
 BV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4075520355(NAD 83)
 BV0422_MARKER: DS = TRIANGULATION STATION DISK
 BV0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0422_SP_SET: CONCRETE POST
 BV0422_STAMPING: ELLEN 1956
 BV0422_MARK LOGO: CGS   
 BV0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0422+STABILITY: SURFACE MOTION
 BV0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0422+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991
 BV0422
 BV0422  HISTORY     - Date     Condition        Report By
 BV0422  HISTORY     - 1956     MONUMENTED       CGS
 BV0422  HISTORY     - 1961     GOOD             MSHD
 BV0422  HISTORY     - 1961     GOOD             MSHD
 BV0422  HISTORY     - 1964     GOOD             MSHD
 BV0422  HISTORY     - 1964     GOOD             NGS
 BV0422  HISTORY     - 19910523 GOOD             MSHD
 BV0422
 BV0422                          STATION DESCRIPTION
 BV0422
 BV0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV0422'THE STATION IS ABOUT 9-1/2 MILES NORTH NORTHWEST OF WAYNESBORO, 3
 BV0422'1/2 MILES SOUTH OF SHUBUTA AND IS ON PROPERTY OWNED BY MRS.
 BV0422'EVELIENNA WRIGHT. IT IS 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BV0422'A FRAME HOUSE, 32 FEET NORTHEAST OF A POWER LINE POLE, 13 FEET
 BV0422'WEST OF THE CENTER OF A DIRT ROAD, 5 FEET NORTHWEST OF A WHITE
 BV0422'WITNESS POST AND 3 FEET WEST OF A FENCE LINE. THE MARK IS FLUSH
 BV0422'AND THE DISK IS STAMPED ELLEN 1956.
 BV0422'
 BV0422'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND
 BV0422'MAIN STREET AND THE SHUBUTA BAPTIST CHURCH IN SHUBUTA, GO SOUTH ON
 BV0422'HIGHWAY 45 FOR 3.65 MILES TO A CROSS ROAD IN THE VILLAGE OF
 BV0422'HIWANEE.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 0.55 MILE TO A
 BV0422'SIDE ROAD RIGHT AND A DRIVEWAY ON THE LEFT AT TOP OF HILL. TURN
 BV0422'RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.05 MILE TO A FRAME HOUSE ON
 BV0422'THE LEFT SIDE OF ROAD AND THE STATION ON THE RIGHT.
 BV0422'
 BV0422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT ROAD
 BV0422'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BV0422'
 BV0422'REFERENCE MARK 1 IS 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BV0422'FRAME HOUSE, 16 FEET EAST OF THE CENTER OF THE DIRT ROAD, 17 FEET
 BV0422'SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF THE FENCE LINE. THE MARK
 BV0422'IS FLUSH AND THE DISK IS STAMPED ELLEN NO 1 1956.
 BV0422'
 BV0422'REFERENCE MARK 2 IS 49 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BV0422'HOUSE, 14 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 4 FEET WEST
 BV0422'OF A FENCE CORNER. THE MARK IS FLUSH AND THE DISK IS STAMPED ELLEN
 BV0422'NO 2 1956.
 BV0422'
 BV0422'THE AZIMUTH MARK IS 74 FEET WEST OF THE CENTER OF THE DIRT ROAD, 12
 BV0422'FEET SOUTHWEST OF A POWER LINE POLE, 3 FEET WEST OF A WHITE WITNESS
 BV0422'POST AND 1 FOOT NORTH OF A FENCE LINE. THE MARK IS FLUSH AND THE
 BV0422'DISK IS STAMPED ELLEN 1956.
 BV0422
 BV0422                          STATION RECOVERY (1961)
 BV0422
 BV0422'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV0422'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BV0422'AND FOUND IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS CORRECT AND
 BV0422'ADEQUATE.
 BV0422'
 BV0422'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 BV0422
 BV0422                          STATION RECOVERY (1961)
 BV0422
 BV0422'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0422'3.5 MI S FROM SHUBUTA.
 BV0422'THE MARK IS ABOUT 9 1/2 MILES NORTH-NORTHWEST OF WAYNESBORO, 3 1/2
 BV0422'MILES SOUTH OF SHUBUTA AND ON PROPERTY OWNED BY MRS. EVELIENNE WRIGHT.
 BV0422'IT IS 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 32
 BV0422'FEET NORTHEAST OF A POWERLINE POLE, 13 FEET WEST OF THE CENTER OF A
 BV0422'DIRT ROAD, 5 FEET NORTHWEST OF A METAL WITNESS SIGNPOST AND 3 FEET
 BV0422'WEST OF A PROPERTY LINE FENCE.  IT IS A STANDARD USC AND GS BRONZE
 BV0422'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH SQUARE,
 BV0422'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS STAMPED ELLEN 1956.
 BV0422'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND MAIN
 BV0422'STREET IN SHUBUTA GO SOUTH ON U.S. 45 FOR 3.6 MILES TO A GRAVEL
 BV0422'CROSSROAD IN THE VILLAGE OF HIWANNEE.  TURN LEFT, EAST, ON GRAVEL ROAD
 BV0422'FOR 0.55 MILE TO A SIDE ROAD RIGHT AND A DRIVEWAY LEFT AT THE TOP OF A
 BV0422'HILL, TURN RIGHT, SOUTH ON GRADED ROAD FOR 0.05 MILE TO A FRAME HOUSE
 BV0422'ON THE LEFT AND THE MARK ON THE RIGHT.
 BV0422
 BV0422                          STATION RECOVERY (1964)
 BV0422
 BV0422'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV0422'THE STATION WAS VISITED 6-9-64 AND ALL MARKS WERE FOUND IN GOOD
 BV0422'CONDITION.
 BV0422'
 BV0422'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 10-INCH SQUARE,
 BV0422'CONCRETE POSTS.
 BV0422'
 BV0422'THE 1956 DESCRIPTION IS ADEQUATE.
 BV0422
 BV0422                          STATION RECOVERY (1964)
 BV0422
 BV0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0422'RECOVERED IN GOOD CONDITION.
 BV0422
 BV0422                          STATION RECOVERY (1991)
 BV0422
 BV0422'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0422'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF WAYNESBORO,
 BV0422'NEAR THE WEST R.O.W. OF A COUNTY ROAD, 3.7 MI (6.0 KM)
 BV0422'SOUTH-SOUTHEAST OF SHUBUTA AND IS IN SECTION 27, T 10N, R 7W.
 BV0422'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510,
 BV0422'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0422'45 FOR 2.4 MI (3.9 KM) TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 BV0422'RIGHT, TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.55 MI (0.89 KM) TO
 BV0422'A SIDE ROAD AND THE MARK ON THE RIGHT.
 BV0422'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0422'ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE GROUND, 267.0 FT (81.4 M)
 BV0422'SOUTH OF THE CENTER OF A PAVED ROAD, 114.0 FT (34.7 M) EAST OF THE
 BV0422'SOUTHEAST CORNER OF A BRICK HOUSE, 43.0 FT (13.1 M) WEST OF THE
 BV0422'NORTHWEST CORNER OF A FRAME HOUSE, 31.0 FT (9.4 M) NORTHEAST OF A
 BV0422'POWER POLE WITH GUY WIRES, 25.0 FT (7.6 M) NORTH OF AN 8 INCH CEDAR,
 BV0422'15.0 FT (4.6 M) WEST OF THE CENTER OF A GRAVEL ROAD, 4.0 FT (1.2 M)
 BV0422'WEST OF A FENCE AND 4.0 FT (1.2 M) NORTH-NORTHWEST OF A METAL WITNESS
 BV0422'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0425 ***********************************************************************
 BV0425  DESIGNATION -  ELLEN AZ MK
 BV0425  PID         -  BV0425
 BV0425  STATE/COUNTY-  MS/WAYNE
 BV0425  USGS QUAD   -  SHUBUTA (1964)
 BV0425
 BV0425                         *CURRENT SURVEY CONTROL
 BV0425  ___________________________________________________________________
 BV0425* NAD 83(1986)-  31 48 16.     (N)    088 40 55.     (W)     SCALED    
 BV0425* NAVD 88     -        73.070  (meters)     239.73   (feet)  ADJUSTED  
 BV0425  ___________________________________________________________________
 BV0425  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV0425  DYNAMIC HT  -          72.983 (meters)     239.45  (feet)  COMP
 BV0425  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BV0425
 BV0425  VERT ORDER  -  SECOND    CLASS 0
 BV0425
 BV0425.The horizontal coordinates were scaled from a topographic map and have
 BV0425.an estimated accuracy of +/- 6 seconds.
 BV0425
 BV0425.The orthometric height was determined by differential leveling
 BV0425.and adjusted in June 1991.
 BV0425
 BV0425.The geoid height was determined by GEOID03.
 BV0425
 BV0425.The dynamic height is computed by dividing the NAVD 88
 BV0425.geopotential number by the normal gravity value computed on the
 BV0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0425.degrees latitude (g = 980.6199 gals.).
 BV0425
 BV0425.The modeled gravity was interpolated from observed gravity values.
 BV0425
 BV0425;                    North         East    Units  Estimated Accuracy
 BV0425;SPC MS E     -   255,480.      314,340.      MT  (+/- 180 meters Scaled)
 BV0425
 BV0425                          SUPERSEDED SURVEY CONTROL
 BV0425
 BV0425  NGVD 29 (??/??/??)   73.07   (m)          239.7    (f) RESET       3  
 BV0425
 BV0425.Superseded values are not recommended for survey control.
 BV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0425.See file dsdata.txt to determine how the superseded data were derived.
 BV0425
 BV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA407199(NAD 83)
 BV0425_MARKER: DZ = AZIMUTH MARK DISK
 BV0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0425_SP_SET: CONCRETE POST
 BV0425_STAMPING: ELLEN 1956
 BV0425_MARK LOGO: CGS   
 BV0425_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0425+STABILITY: SURFACE MOTION
 BV0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0425+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991
 BV0425
 BV0425  HISTORY     - Date     Condition        Report By
 BV0425  HISTORY     - 1956     MONUMENTED       CGS
 BV0425  HISTORY     - 1961     GOOD             MSHD
 BV0425  HISTORY     - 1964     GOOD             NGS
 BV0425  HISTORY     - 19910523 GOOD             MSHD
 BV0425
 BV0425                          STATION DESCRIPTION
 BV0425
 BV0425'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0425'3.5 MI S FROM SHUBUTA.
 BV0425'THE MARK IS ABOUT 9 1/2 MILES NORTH-NORTHWEST OF WAYNESBORO, 3 1/2
 BV0425'MILES SOUTH OF SHUBUTA.  TO REACH FROM THE INTERSECTION OF U.S.
 BV0425'HIGHWAY 45 AND MAIN STREET IN SHUBUTA GO SOUTH ON U.S. 45 FOR 3.6
 BV0425'MILES TO A GRAVEL CROSSROAD IN THE VILLAGE OF HIWANNEE.  TURN LEFT,
 BV0425'EAST, ON GRAVEL ROAD FOR 0.55 MILE TO A DRIVEWAY ON THE LEFT AND A
 BV0425'GRADED SIDE ROAD RIGHT AT THE TOP OF A HILL, TURN RIGHT, SOUTH, ON THE
 BV0425'GRADED ROAD 0.25 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 BV0425'STANDARD USC AND GS AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH
 BV0425'SQUARE, CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS STAMPED
 BV0425'ELLEN 1956.  IT IS 74 FEET WEST OF THE CENTER OF THE GRADED ROAD, 12
 BV0425'FEET SOUTHWEST OF A POWERLINE POLE, 3 FEET WEST OF A METAL WITNESS
 BV0425'SIGNPOST AND 1 FOOT NORTH OF A FENCE.
 BV0425
 BV0425                          STATION RECOVERY (1964)
 BV0425
 BV0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0425'RECOVERED IN GOOD CONDITION.
 BV0425
 BV0425                          STATION RECOVERY (1991)
 BV0425
 BV0425'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0425'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHWEST OF WAYNESBORO, ON
 BV0425'THE WEST SIDE OF A COUNTY ROAD IN AN OPEN FIELD, 3.9 MI (6.3 KM)
 BV0425'SOUTH-SOUTHEAST OF SHUBUTA AND IS IN SECTION 27, T 10N, R 7W.
 BV0425'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV0425'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0425'45 FOR 2.4 MI (3.9 KM) TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 BV0425'RIGHT, TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.55 MI (0.89 KM) TO
 BV0425'A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.25
 BV0425'MI (0.40 KM) TO THE MARK ON THE RIGHT.
 BV0425'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0425'PROJECTING 2 INCHES, 105.0 FT (32.0 M) NORTHEAST OF THE NORTHEAST
 BV0425'CORNER OF A FRAME HOUSE, 73.0 FT (22.3 M) WEST OF THE CENTER OF A
 BV0425'GRAVEL ROAD, 46.0 FT (14.0 M) WEST OF A FENCE, 12.0 FT (3.7 M)
 BV0425'SOUTHWEST OF A POWER POLE WITH GUY WIRES AND 1.0 FT (0.3 M) EAST OF A
 BV0425'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0423 ***********************************************************************
 BV0423  DESIGNATION -  ELLEN RM 1
 BV0423  PID         -  BV0423
 BV0423  STATE/COUNTY-  MS/WAYNE
 BV0423  USGS QUAD   -  SHUBUTA (1964)
 BV0423
 BV0423                         *CURRENT SURVEY CONTROL
 BV0423  ___________________________________________________________________
 BV0423* NAD 83(1986)-  31 48 28.     (N)    088 40 56.     (W)     SCALED    
 BV0423* NAVD 88     -        80.29   (+/-2cm)     263.4    (feet)  VERTCON   
 BV0423  ___________________________________________________________________
 BV0423  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV0423  VERT ORDER  -  THIRD (See Below)
 BV0423
 BV0423.The horizontal coordinates were scaled from a topographic map and have
 BV0423.an estimated accuracy of +/- 6 seconds.
 BV0423
 BV0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0423.The vertical order pertains to the NGVD 29 superseded value.
 BV0423
 BV0423.The geoid height was determined by GEOID03.
 BV0423
 BV0423;                    North         East    Units  Estimated Accuracy
 BV0423;SPC MS E     -   255,850.      314,310.      MT  (+/- 180 meters Scaled)
 BV0423
 BV0423                          SUPERSEDED SURVEY CONTROL
 BV0423
 BV0423  NGVD 29 (??/??/??)   80.28   (m)          263.4    (f) RESET       3  
 BV0423
 BV0423.Superseded values are not recommended for survey control.
 BV0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0423.See file dsdata.txt to determine how the superseded data were derived.
 BV0423
 BV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA407203(NAD 83)
 BV0423_MARKER: DR = REFERENCE MARK DISK
 BV0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0423_SP_SET: CONCRETE POST
 BV0423_STAMPING: ELLEN NO 1 1956
 BV0423_MARK LOGO: CGS   
 BV0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0423+STABILITY: SURFACE MOTION
 BV0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0423+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991
 BV0423
 BV0423  HISTORY     - Date     Condition        Report By
 BV0423  HISTORY     - 1956     MONUMENTED       CGS
 BV0423  HISTORY     - 1961     GOOD             MSHD
 BV0423  HISTORY     - 1964     GOOD             NGS
 BV0423  HISTORY     - 19910523 GOOD             MSHD
 BV0423
 BV0423                          STATION DESCRIPTION
 BV0423
 BV0423'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0423'3.5 MI S FROM SHUBUTA.
 BV0423'THE MARK IS ABOUT 9 1/2 MILES NORTH-NORTHWEST OF WAYNESBORO, 3 1/2
 BV0423'MILES SOUTH OF SHUBUTA AND ON PROPERTY OWNED BY MRS. EVELIENNE WRIGHT.
 BV0423'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND MAIN STREET IN
 BV0423'SHUBUTA GO SOUTH ON U.S. 45 FOR 3.6 MILES TO A GRAVEL CROSSROAD IN THE
 BV0423'VILLAGE OF HIWANNEE.  TURN LEFT, EAST, ON GRAVEL ROAD FOR 0.55 MILE TO
 BV0423'A DRIVEWAY ON THE LEFT AND A GRADED SIDE ROAD RIGHT AT THE TOP OF A
 BV0423'HILL, TURN RIGHT, SOUTH, ON GRADED ROAD 0.05 MILE TO A FRAME HOUSE ON
 BV0423'THE LEFT AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD USC AND GS
 BV0423'BRONZE REFERENCE MARK DISK STAMPED ELLEN NO 1 1956, SET IN THE TOP OF
 BV0423'A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND SURFACE. IT IS
 BV0423'25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 16 FEET EAST
 BV0423'OF THE CENTER OF THE DIRT ROAD, 17 FEET SOUTH OF A FENCE CORNER, 1
 BV0423'FOOT WEST OF A YARD FENCE, 29.76 FEET EAST OF TRIANGULATION STATION
 BV0423'ELLEN.
 BV0423
 BV0423                          STATION RECOVERY (1964)
 BV0423
 BV0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0423'RECOVERED IN GOOD CONDITION.
 BV0423
 BV0423                          STATION RECOVERY (1991)
 BV0423
 BV0423'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0423'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF WAYNESBORO ON
 BV0423'THE EAST R.O.W. OF A COUNTY ROAD, 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF
 BV0423'SHUBUTA AND IS IN SECTION 27, T 10N, R 7W.
 BV0423'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510,
 BV0423'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHUBUTA, GO SOUTH ON U.S. HIGHWAY
 BV0423'45 FOR 2.4 MI (3.9 KM) TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 BV0423'RIGHT, TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.55 MI (0.89 KM) TO
 BV0423'A SIDE ROAD AND THE MARK ON THE RIGHT.
 BV0423'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0423'FLUSH WITH THE GROUND, 251.0 FT (76.5 M) SOUTH OF THE CENTER OF A
 BV0423'PAVED ROAD, 64.0 FT (19.5 M) SOUTH OF A TELEPHONE POLE, 59.5 FT
 BV0423'(18.1 M) EAST-NORTHEAST OF A POWER POLE WITH GUY WIRES, 40.0 FT
 BV0423'(12.2 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 39.0 FT (11.9 M)
 BV0423'NORTHEAST OF AN 8 INCH CEDAR, 14.0 FT (4.3 M) EAST OF THE CENTER OF A
 BV0423'GRAVEL ROAD AND 13.5 FT (4.1 M) WEST OF THE NORTHWEST CORNER OF THE
 BV0423'PORCH OF A FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2058 ***********************************************************************
 DJ2058  DESIGNATION -  ELLIOTT
 DJ2058  PID         -  DJ2058
 DJ2058  STATE/COUNTY-  MS/GRENADA
 DJ2058  USGS QUAD   -  JEFFERSON (1983)
 DJ2058
 DJ2058                         *CURRENT SURVEY CONTROL
 DJ2058  ___________________________________________________________________
 DJ2058* NAD 83(1993)-  33 41 10.61766(N)    089 57 10.55334(W)     ADJUSTED  
 DJ2058* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 DJ2058  ___________________________________________________________________
 DJ2058  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DJ2058  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DJ2058  HORZ ORDER  -  SECOND
 DJ2058
 DJ2058.The horizontal coordinates were established by classical geodetic methods
 DJ2058.and adjusted by the National Geodetic Survey in May 1994.
 DJ2058
 DJ2058.The orthometric height was scaled from a topographic map.
 DJ2058
 DJ2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2058
 DJ2058.The geoid height was determined by GEOID03.
 DJ2058
 DJ2058;                    North         East     Units Scale Factor Converg.
 DJ2058;SPC MS W     -   464,216.512   735,270.345   MT  0.99996533   +0 12 39.6
 DJ2058;SPC MS W     - 1,523,017.01  2,412,299.46   sFT  0.99996533   +0 12 39.6
 DJ2058;UTM  16      - 3,731,287.128   226,257.811   MT  1.00052391   -1 38 19.9
 DJ2058;UTM  15      - 3,731,540.886   782,472.005   MT  1.00058379   +1 41 28.2
 DJ2058
 DJ2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2058!SPC MS W     -   0.99998359  x   0.99996533  =   0.99994892
 DJ2058!UTM  16      -   0.99998359  x   1.00052391  =   1.00050749
 DJ2058!UTM  15      -   0.99998359  x   1.00058379  =   1.00056737
 DJ2058
 DJ2058:                Primary Azimuth Mark                     Grid Az
 DJ2058:SPC MS W     -  ELLIOTT AZ MK                            001 10 20.8
 DJ2058:UTM  16      -  ELLIOTT AZ MK                            003 01 20.3
 DJ2058:UTM  15      -  ELLIOTT AZ MK                            359 41 32.2
 DJ2058
 DJ2058|---------------------------------------------------------------------|
 DJ2058| PID    Reference Object                     Distance      Geod. Az  |
 DJ2058|                                                           dddmmss.s |
 DJ2058| CF9615 ELLIOTT AZ MK                                      0012300.4 |
 DJ2058| CF9616 ELLIOTT RM 1                         19.399 METERS 09502     |
 DJ2058| CF9617 ELLIOTT RM 2                         48.954 METERS 19510     |
 DJ2058| DJ2057 ELLIOTT LOOKOUT TOWER                63.864 METERS 19546     |
 DJ2058|---------------------------------------------------------------------|
 DJ2058
 DJ2058                          SUPERSEDED SURVEY CONTROL
 DJ2058
 DJ2058  NAD 83(1986)-  33 41 10.62882(N)    089 57 10.55028(W) AD(       ) 2
 DJ2058  NAD 27      -  33 41 10.20950(N)    089 57 10.24450(W) AD(       ) 2
 DJ2058
 DJ2058.Superseded values are not recommended for survey control.
 DJ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2058.See file dsdata.txt to determine how the superseded data were derived.
 DJ2058
 DJ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2625831287(NAD 83)
 DJ2058_MARKER: DS = TRIANGULATION STATION DISK
 DJ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2058+STABILITY: SURFACE MOTION
 DJ2058
 DJ2058  HISTORY     - Date     Condition        Report By
 DJ2058  HISTORY     - 1957     MONUMENTED       CGS
 DJ2058  HISTORY     - 1973     GOOD             MSHD
 DJ2058
 DJ2058                          STATION DESCRIPTION
 DJ2058
 DJ2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2058'STATION IS APPROXIMATELY 5-1/3 MILES SOUTH BY EAST OF HOLCOMB,
 DJ2058'0.05 MILE WEST OF STATE HIGHWAY 35, AT THE ELLIOTT FIRE TOWER
 DJ2058'OF THE MISSISSIPPI STATE DIVISION OF FORESTRY AND IN SECTION
 DJ2058'14, R. 3 E., T. 21 N..
 DJ2058'
 DJ2058'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE HIGHWAY
 DJ2058'35 IN HOLCOMB, GO SOUTH ON STATE HIGHWAY 35, HARD SURFACE
 DJ2058'AND GRAVEL, FOR 5.2 MILES TO TWO SIDE ROADS ON THE LEFT,
 DJ2058'(TURN LEFT AND GO SOUTHEAST ON GRAVEL ROAD FOR 0.1 MILE TO THE
 DJ2058'AZIMUTH MARK ON THE RIGHT.) CONTINUE SOUTHERLY ON STATE
 DJ2058'HIGHWAY 35 FOR 0.65 MILE TO A ROAD FORK, TAKE THE RIGHT FORK AND
 DJ2058'GO WESTERLY FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN
 DJ2058'LEFT AND GO SOUTH FOR 0.05 MILE TO THE LOOKOUT TOWER AND THE
 DJ2058'STATION
 DJ2058'
 DJ2058'STATION MARKS ARE STANDARD DISKS STAMPED ELLIOTT 1957.  THE
 DJ2058'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DJ2058'SURFACE OF THE GROUND.  IT IS 196 FEET NORTH-NORTHEAST OF THE
 DJ2058'NORTHEAST LEG OF THE LOOKOUT TOWER, 35.5 FEET NORTH-NORTHWEST OF
 DJ2058'A OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 34.5 FEET
 DJ2058'EAST OF THE CENTER OF ROAD AND A WIRE GATE AND 8 FEET SOUTH OF
 DJ2058'AN OLD FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DJ2058'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 DJ2058'
 DJ2058'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLIOTT NO 1 1957,
 DJ2058'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 DJ2058'9 FEET WEST-NORTHWEST OF A SMALL OAK TREE, 1 FOOT SOUTH-SOUTHWEST
 DJ2058'OF AN OLD FENCE LINE AND IS APPROXIMATELY 5 FEET LOWER IN
 DJ2058'ELEVATION THAN THE STATION.
 DJ2058'
 DJ2058'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELLIOTT NO 2 1957,
 DJ2058'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DJ2058'GROUND.  IT IS 36 FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF
 DJ2058'THE LOOKOUT TOWER, 14.5 FEET EAST OF THE CENTER OF THE DRIVEWAY
 DJ2058'AND 1.5 FEET NORTH-NORTHEAST OF A POWER LINE POLE WITH METER.
 DJ2058'
 DJ2058'AZIMUTH MARK, A STANDARD DISK STAMPED ELLIOTT 1957, IS SET IN A
 DJ2058'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 49 FEET
 DJ2058'WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A POWER
 DJ2058'LINE POLE.  A STANDARD WITNESS POST WAS SET 1 FOOT EAST OF THE
 DJ2058'MARK.
 DJ2058'
 DJ2058'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DJ2058
 DJ2058                          STATION RECOVERY (1973)
 DJ2058
 DJ2058'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2058'THE STATION WAS VISITED 5-30-73 AND ALL MARKS WERE FOUND IN GOOD
 DJ2058'CONDITION.  SOME CLEARING NEAR THE STATION WILL BE REQUIRED FOR THE
 DJ2058'AZIMUTH TO BE VISIBLE.
 DJ2058'
 DJ2058'THE STATION IS LOCATED 5.5 MILES SSE OF HOLCOMB NEAR THE SITE OF THE
 DJ2058'ELLIOTT LOOKOUT TOWER ON THE PROPERTY OF MRS. ETHEL RUTH DUNN, WHO
 DJ2058'LIVES IN MEMPIS TENNESSEE, 10.8 MILES SW OF GRENADA IN THE SE 1/4
 DJ2058'OF THE NW 1/4 OF SECTION 14, T 21N, R 3E.  IT IS 79 FEET SSW OF THE
 DJ2058'CENTER OF A BLACK TOP ROAD, 35 FEET EAST OF THE CENTER OF THE
 DJ2058'ROAD LEADING TO THE TOWER, 196 FEET NNE OF THE NE LEG OF THE
 DJ2058'TOWER, 15 FEET SSW OF A FENCE, 35.5 FEET NW OF A 24 INCH
 DJ2058'TRIANGULAR BLAZED OAK, 17 FEET SW OF A 12 INCH OAK, 95 FEET NORTH OF
 DJ2058'THE NE CORNER OF A FENCE AROUND THE TOWER, 39 FEET WSW OF A
 DJ2058'POWER POLE WITH A TRANSFORMER AND 1 FOOT EAST OF A METAL WITNESS
 DJ2058'POST.  IT IS A TRIANGULATION DISK, STAMPED ELLIOTT 1957 FLUSH.
 DJ2058'
 DJ2058'REFERENCE MARK NO 1 IS 63.65 FEET EAST OF THE STATION.  IT IS 65 FEET
 DJ2058'SSW OF THE CENTER OF A BLACK TOP ROAD, 99 FEET EAST OF THE CENTER OF
 DJ2058'THE ENTRANCE TO THE TOWER, 25.5 FEET ESE OF A POWER POLE WITH A
 DJ2058'TRANSFORMER, 60 FEET NE OF A 24 INCH TRIANGULAR BLAZED OAK, 9 FEET
 DJ2058'WEST OF A 12 INCH OAK, 8 FEET SE OF A 10 INCH CHERRY, 1 FOOT
 DJ2058'SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 DJ2058'A REFERENCE MARK DISK, STAMPED ELLIOTT NO 1 1957 PROJECTING 2 INCHES.
 DJ2058'
 DJ2058'REFERENCE MARK NO 2 IS 160.61 FEET SSW OF THE STATION.  IT IS 36
 DJ2058'FEET NORTH OF THE NE LEG OF THE TOWER, 83.5 FEET SW OF A POWER POLE
 DJ2058'WITH A GUY WIRE, 69 FEET SW OF THE NE CORNER OF THE FENCE AROUND
 DJ2058'THE TOWER, 20 FEET WEST OF THE CENTER OF THE EAST DRIVEWAY TO THE
 DJ2058'TOWER, 15 FEET EAST OF THE CENTER OF THE WEST DRIVEWAY TO THE
 DJ2058'TOWER, 130 FEET SSW OF A 24 INCH TRIANGULAR BLAZED OAK, 1.5 FEET
 DJ2058'NORTH OF A POLE WITH A METER AND 1 FOOT SOUTH OF A METAL
 DJ2058'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED ELLIOTT NO
 DJ2058'2 1957 FLUSH.
 DJ2058'
 DJ2058'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 77 FEET
 DJ2058'EAST OF THE CENTER OF HIGHWAY 35, 45 FEET WEST OF THE CENTER OF A
 DJ2058'GRAVELED ROAD, 74 FEET SOUTH OF A FENCE CORNER, 2.5 FEET EAST OF A
 DJ2058'ROW OF POLES, 2.5 FEET NE OF A POWER POLE AND 1 FOOT SOUTH OF A
 DJ2058'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED ELLIOTT
 DJ2058'1957 PROJECTING 4 INCHES.
 DJ2058'
 DJ2058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7, 8, AND 35
 DJ2058'AT HOLCOMB GO SOUTH ON STATE HIGHWAY 35 (HARD SURFACE AND GRAVELED)
 DJ2058'FOR 4.6 MILES TO A CROSSROAD.  CONTINUE SOUTH ON STATE HIGHWAY 35
 DJ2058'(GRAVELED ROAD) FOR 0.85 MILE TO THE AZIMUTH ON THE LEFT ABOUT 100
 DJ2058'YARDS BEYOND TWO SIDE ROADS LEFT.  CONTINUE SOUTH ON HIGHWAY 35
 DJ2058'FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST ON A
 DJ2058'GRAVELED ROAD FOR ABOUT 100 YARDS TO THE ENTRANCE TO THE TOWER
 DJ2058'AND THE STATION ON THE LEFT.
 DJ2058'
 DJ2058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SSE OF
 DJ2058'HOLCOMB.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2057 ***********************************************************************
 DJ2057  DESIGNATION -  ELLIOTT LOOKOUT TOWER
 DJ2057  PID         -  DJ2057
 DJ2057  STATE/COUNTY-  MS/GRENADA
 DJ2057  USGS QUAD   -  JEFFERSON (1983)
 DJ2057
 DJ2057                         *CURRENT SURVEY CONTROL
 DJ2057  ___________________________________________________________________
 DJ2057* NAD 83(1993)-  33 41 08.62290(N)    089 57 11.22741(W)     ADJUSTED  
 DJ2057* NAVD 88     -              **(meters)            **(feet)            
 DJ2057  ___________________________________________________________________
 DJ2057  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DJ2057  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DJ2057  HORZ ORDER  -  THIRD
 DJ2057
 DJ2057.The horizontal coordinates were established by classical geodetic methods
 DJ2057.and adjusted by the National Geodetic Survey in May 1994.
 DJ2057
 DJ2057
 DJ2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2057
 DJ2057.The geoid height was determined by GEOID03.
 DJ2057
 DJ2057;                    North         East     Units Scale Factor Converg.
 DJ2057;SPC MS W     -   464,154.992   735,253.211   MT  0.99996532   +0 12 39.2
 DJ2057;SPC MS W     - 1,522,815.17  2,412,243.24   sFT  0.99996532   +0 12 39.2
 DJ2057;UTM  16      - 3,731,226.158   226,238.688   MT  1.00052404   -1 38 20.1
 DJ2057;UTM  15      - 3,731,478.905   782,456.455   MT  1.00058368   +1 41 27.7
 DJ2057
 DJ2057                          SUPERSEDED SURVEY CONTROL
 DJ2057
 DJ2057  NAD 83(1986)-  33 41 08.63411(N)    089 57 11.22437(W) AD(       ) 4
 DJ2057  NAD 27      -  33 41 08.21500(N)    089 57 10.91900(W) AD(       ) 3
 DJ2057
 DJ2057.Superseded values are not recommended for survey control.
 DJ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2057.See file dsdata.txt to determine how the superseded data were derived.
 DJ2057
 DJ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC2623931226(NAD 83)
 DJ2057_MARKER: 57 = LOOKOUT TOWER
 DJ2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2057+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 DJ2057
 DJ2057  HISTORY     - Date     Condition        Report By
 DJ2057  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2057  HISTORY     - 1973     GOOD             MSHD
 DJ2057  HISTORY     - 20050326 GOOD             MSSU
 DJ2057
 DJ2057                          STATION DESCRIPTION
 DJ2057
 DJ2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2057'STATION IS THE FINIAL ATOP THE SILVER PAINTED LOOKOUT TOWER
 DJ2057'WHICH IS ABOUT 110 FEET HIGH AND SUPPORTED BY FOUR SKELETON
 DJ2057'STEEL LEGS.  THE LOOKOUT IS MAINTAINED BY THE MISSISSIPPI
 DJ2057'STATE DIVISION OF FORESTRY.
 DJ2057'
 DJ2057'THE STATION IS ABOUT 14 MILES WEST-NORTHWEST OF DUCK HILL,
 DJ2057'AND ABOUT 11 MILES SOUTHWEST OF GRENADA.
 DJ2057
 DJ2057                          STATION RECOVERY (1973)
 DJ2057
 DJ2057'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2057'THE STATION WAS VISITED 5-30-73 AND WAS FOUND TO BE STANDING AS
 DJ2057'DESCRIBED IN 1957.
 DJ2057'
 DJ2057'THE STATION IS LOCATED 5.5 MILES SSE OF HOLCOMB ON LAND LEASED BY THE
 DJ2057'STATE FORESTRY COMMISSION AND OWNED BY MRS. ETHEL RUTH DUNN WHO
 DJ2057'LIVES IN MEMPHIS TENNESSEE, 10.8 MILES SW OF GRENADA IN THE SE 1/4
 DJ2057'OF THE NW 1/4 OF SECTION 14, T 21N, R 3E.  IT IS A GLASS ENCLOSED
 DJ2057'CABIN ATOP A FOUR LEGGED STEEL STRUCTURE GREY IN COLOR AND IS ABOUT
 DJ2057'110 FEET HIGH.  THE FINIAL ATOP THE TOWER WAS THE POINT
 DJ2057'OBSERVED.
 DJ2057'
 DJ2057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8,7, AND 35
 DJ2057'AT HOLCOMB GO SOUTH ON STATE HIGHWAY 35 (HARD SURFACED AND GRAVELED
 DJ2057'ROAD) FOR 4.6 MILES TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 35
 DJ2057'FOR 1.45 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO WEST ON A
 DJ2057'BLACK TOP ROAD FOR ABOUT 100 YARDS TO A DRIVEWAY LEADING TO THE
 DJ2057'TOWER ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR
 DJ2057'ABOUT 275 FEET TO THE TOWER.
 DJ2057'
 DJ2057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SSE OF
 DJ2057'HOLCOMB.
 DJ2057
 DJ2057                          STATION RECOVERY (2005)
 DJ2057
 DJ2057'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (RLM)
 DJ2057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8,7,AND 35 AT
 DJ2057'HOLCOMB GO SOUTH ON HIGHWAY 35 (HARD SURFACED ROAD) FOR 5.8 MILES,
 DJ2057'THEN TURN RIGHT ON SPARTA RD(A BLACK TOP ROAD). GO 150 YARDS TO A
 DJ2057'DRIVEWAY LEADING TO THE TOWER ON THE LEFT. TURN LEFT AND GO SOUTH 275
 DJ2057'FEET TO THE TOWER.
 DJ2057'THE STATION IS NO LONGER USED BY THE FORESTRY DIVISION AS DESCRIBED IN
 DJ2057'1973. IT HAS BEEN ABANDONED. HOWEVER, IT STILL STANDS, BUT THE 2
 DJ2057'STAIRWAYS HAVE BEEN REMOVED FOR PUBLIC SAFETY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0805 ***********************************************************************
 DK0805  DESIGNATION -  ELLIS BOLT
 DK0805  PID         -  DK0805
 DK0805  STATE/COUNTY-  MS/BOLIVAR
 DK0805  USGS QUAD   -  ROSEDALE (1972)
 DK0805
 DK0805                         *CURRENT SURVEY CONTROL
 DK0805  ___________________________________________________________________
 DK0805* NAD 83(1986)-  33 52 16.     (N)    091 02 07.     (W)     SCALED    
 DK0805* NAVD 88     -        44.59   (+/-2cm)     146.3    (feet)  VERTCON   
 DK0805  ___________________________________________________________________
 DK0805  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0805  VERT ORDER  -  ? (See Below)
 DK0805
 DK0805.The horizontal coordinates were scaled from a topographic map and have
 DK0805.an estimated accuracy of +/- 6 seconds.
 DK0805
 DK0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0805.The vertical order pertains to the NGVD 29 superseded value.
 DK0805
 DK0805.The geoid height was determined by GEOID03.
 DK0805
 DK0805;                    North         East    Units  Estimated Accuracy
 DK0805;SPC MS W     -   484,870.      635,060.      MT  (+/- 180 meters Scaled)
 DK0805
 DK0805                          SUPERSEDED SURVEY CONTROL
 DK0805
 DK0805  NGVD 29 (??/??/??)   44.657  (m)          146.51   (f) ADJUSTED    ?  
 DK0805
 DK0805.Superseded values are not recommended for survey control.
 DK0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0805.See file dsdata.txt to determine how the superseded data were derived.
 DK0805
 DK0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT817496(NAD 83)
 DK0805_MARKER: B = BOLT
 DK0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0805_SP_SET: STONE
 DK0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0805+STABILITY: SURFACE MOTION
 DK0805
 DK0805  HISTORY     - Date     Condition        Report By
 DK0805  HISTORY     - UNK      MONUMENTED       DOD
 DK0805  HISTORY     - 1934     GOOD             CGS
 DK0805
 DK0805                          STATION DESCRIPTION
 DK0805
 DK0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0805'1 MI N FROM ROSEDALE.
 DK0805'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 DK0805'USE STANDARD CAP. A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON LEFT
 DK0805'BANK OF MISS. RIVER, 3/4 MILE NORTH OF ROSEDALE, BOLIVAR COUNTY,
 DK0805'MISS., ON PROPERTY OF MR. A.A. WELSHAM, OPPOSITE LEVEE STATION 1310.
 DK0805'1200 FEET NORTHEAST OF LEVEE MILE POST 25/26.  56.5 FEET EAST OF
 DK0805'CENTER LINE OF GRAVEL ROAD.  197 FEET NORTHEAST OF CENTER LINE OF
 DK0805'GRAVEL ROAD IN CURVE.  91.7 FEET SOUTHEAST OF NORTHWEST CORNER OF
 DK0805'RESIDENCE.  155.1 FEET NORTHWEST OF FORKED COTTONWOOD TREE, AND 3 FEET
 DK0805'SOUTH OF INTERSECTION OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0804 ***********************************************************************
 DK0804  DESIGNATION -  ELLIS CAP
 DK0804  PID         -  DK0804
 DK0804  STATE/COUNTY-  MS/BOLIVAR
 DK0804  USGS QUAD   -  ROSEDALE (1972)
 DK0804
 DK0804                         *CURRENT SURVEY CONTROL
 DK0804  ___________________________________________________________________
 DK0804* NAD 83(1986)-  33 52 15.     (N)    091 02 05.     (W)     SCALED    
 DK0804* NAVD 88     -        45.80   (+/-2cm)     150.3    (feet)  VERTCON   
 DK0804  ___________________________________________________________________
 DK0804  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK0804  VERT ORDER  -  ? (See Below)
 DK0804
 DK0804.The horizontal coordinates were scaled from a topographic map and have
 DK0804.an estimated accuracy of +/- 6 seconds.
 DK0804
 DK0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0804.The vertical order pertains to the NGVD 29 superseded value.
 DK0804
 DK0804.The geoid height was determined by GEOID03.
 DK0804
 DK0804;                    North         East    Units  Estimated Accuracy
 DK0804;SPC MS W     -   484,840.      635,110.      MT  (+/- 180 meters Scaled)
 DK0804
 DK0804                          SUPERSEDED SURVEY CONTROL
 DK0804
 DK0804  NGVD 29 (??/??/??)   45.864  (m)          150.47   (f) ADJUSTED    ?  
 DK0804
 DK0804.Superseded values are not recommended for survey control.
 DK0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0804.See file dsdata.txt to determine how the superseded data were derived.
 DK0804
 DK0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT817495(NAD 83)
 DK0804_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0804_SP_SET: STONE
 DK0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0804+STABILITY: SURFACE MOTION
 DK0804
 DK0804  HISTORY     - Date     Condition        Report By
 DK0804  HISTORY     - UNK      MONUMENTED       DOD
 DK0804  HISTORY     - 1934     GOOD             CGS
 DK0804
 DK0804                          STATION DESCRIPTION
 DK0804
 DK0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0804'1 MI N FROM ROSEDALE.
 DK0804'P.B.M. ELLIS IS A PIPE STONE BENCH WITH A BRASS CAP, LOCATED ON LEFT
 DK0804'BANK OF MISS. RIVER, 3/4 MILE NORTH OF ROSEDALE, BOLIVAR COUNTY,
 DK0804'MISS., ON PROPERTY OF MR. A.A. WELSHAM, OPPOSITE LEVEE STATION 1310.
 DK0804'1200 FEET NORTHEAST OF LEVEE MILE POST 25/26.  56.5 FEET EAST OF
 DK0804'CENTER LINE OF GRAVEL ROAD.  197 FEET NORTHEAST OF CENTER LINE OF
 DK0804'GRAVEL ROAD IN CURVE.  91.7 FEET SOUTHEAST OF NORTHWEST CORNER OF
 DK0804'RESIDENCE.  155.1 FEET NORTHWEST OF FORKED COTTONWOOD TREE, AND 3 FEET
 DK0804'SOUTH OF INTERSECTION OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1027 ***********************************************************************
 BW1027  DESIGNATION -  ELLIS CLIFF BOLT
 BW1027  PID         -  BW1027
 BW1027  STATE/COUNTY-  MS/ADAMS
 BW1027  USGS QUAD   -  SIBLEY (1988)
 BW1027
 BW1027                         *CURRENT SURVEY CONTROL
 BW1027  ___________________________________________________________________
 BW1027* NAD 83(1986)-  31 24 13.     (N)    091 27 04.     (W)     SCALED    
 BW1027* NAVD 88     -        23.05   (+/-2cm)      75.6    (feet)  VERTCON   
 BW1027  ___________________________________________________________________
 BW1027  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BW1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1027
 BW1027.The horizontal coordinates were scaled from a topographic map and have
 BW1027.an estimated accuracy of +/- 6 seconds.
 BW1027
 BW1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1027.The vertical order pertains to the NGVD 29 superseded value.
 BW1027
 BW1027.The geoid height was determined by GEOID03.
 BW1027
 BW1027;                    North         East    Units  Estimated Accuracy
 BW1027;SPC MS W     -   211,560.      593,700.      MT  (+/- 180 meters Scaled)
 BW1027
 BW1027                          SUPERSEDED SURVEY CONTROL
 BW1027
 BW1027  NGVD 29 (??/??/92)   23.034  (m)           75.57   (f) ADJ UNCH    1 2
 BW1027
 BW1027.Superseded values are not recommended for survey control.
 BW1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1027.See file dsdata.txt to determine how the superseded data were derived.
 BW1027
 BW1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ472753(NAD 83)
 BW1027_MARKER: B = BOLT
 BW1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1027_SP_SET: TILE
 BW1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1027
 BW1027  HISTORY     - Date     Condition        Report By
 BW1027  HISTORY     - UNK      MONUMENTED       USE
 BW1027  HISTORY     - 1958     GOOD             USGS
 BW1027
 BW1027                          STATION DESCRIPTION
 BW1027
 BW1027'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BW1027'12 MI S FROM NATCHEZ.
 BW1027'12 MILES SOUTH ALONG U. S. HIGHWAY 61 AND 65 FROM THE HIGH SCHOOL AT
 BW1027'NATCHEZ, ADAMS COUNTY, THENCE 4.2 MILES WEST ALONG THE HUTCHINS
 BW1027'LANDING ROAD, AND 0.1 MILE NORTH ALONG A DIRT TRACK ROAD, ON THE SLOPE
 BW1027'OF A BLUFF, 1300 FEET ABOVE GAGE 57, 1150 FEET BELOW THE WEST END OF
 BW1027'ELLIS CLIFF, NEAR A CEMETERY, ON THE FRONT SLOPE OF A KNOB WITH A
 BW1027'RIDGE RUNNING BACK TO ELLIS CLIFF, 110 FEET EAST OF THE EAST CORNER OF
 BW1027'A FRAME HOUSE, 39 FEET NORTH OF A BOARD FENCE, 22 FEET NORTHEAST OF A
 BW1027'24-INCH LOCUST TREE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BW1027'POST.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER
 BW1027'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW1027'ENGINEERS, U. S. ARMY STANDARD CAP.  NOTE-- THIS MARK IS PROBABLY IN
 BW1027'PLACE BUT IS COVERED BY SILT ACTION OF A STREAM RUNNING OUT OF THE
 BW1027'HILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1026 ***********************************************************************
 BW1026  DESIGNATION -  ELLIS CLIFF CAP
 BW1026  PID         -  BW1026
 BW1026  STATE/COUNTY-  MS/ADAMS
 BW1026  USGS QUAD   -  SIBLEY (1988)
 BW1026
 BW1026                         *CURRENT SURVEY CONTROL
 BW1026  ___________________________________________________________________
 BW1026* NAD 83(1986)-  31 24 13.     (N)    091 27 04.     (W)     SCALED    
 BW1026* NAVD 88     -        24.28   (+/-2cm)      79.7    (feet)  VERTCON   
 BW1026  ___________________________________________________________________
 BW1026  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BW1026  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1026
 BW1026.The horizontal coordinates were scaled from a topographic map and have
 BW1026.an estimated accuracy of +/- 6 seconds.
 BW1026
 BW1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1026.The vertical order pertains to the NGVD 29 superseded value.
 BW1026
 BW1026.The geoid height was determined by GEOID03.
 BW1026
 BW1026;                    North         East    Units  Estimated Accuracy
 BW1026;SPC MS W     -   211,560.      593,700.      MT  (+/- 180 meters Scaled)
 BW1026
 BW1026                          SUPERSEDED SURVEY CONTROL
 BW1026
 BW1026  NGVD 29 (??/??/92)   24.272  (m)           79.63   (f) ADJ UNCH    1 2
 BW1026
 BW1026.Superseded values are not recommended for survey control.
 BW1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1026.See file dsdata.txt to determine how the superseded data were derived.
 BW1026
 BW1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ472753(NAD 83)
 BW1026_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1026
 BW1026  HISTORY     - Date     Condition        Report By
 BW1026  HISTORY     - UNK      MONUMENTED       USE
 BW1026  HISTORY     - 1958     GOOD             USGS
 BW1026
 BW1026                          STATION DESCRIPTION
 BW1026
 BW1026'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BW1026'12 MI S FROM NATCHEZ.
 BW1026'12 MILES SOUTH ALONG U. S. HIGHWAY 61 AND 65 FROM THE HIGH SCHOOL AT
 BW1026'NATCHEZ, ADAMS COUNTY, THENCE 4.2 MILES WEST ALONG THE HUTCHINS
 BW1026'LANDING ROAD, AND 0.1 MILE NORTH ALONG A DIRT TRACK ROAD, ON THE SLOPE
 BW1026'OF A BLUFF, 1300 FEET ABOVE GAGE 57, 1150 FEET BELOW THE WEST END OF
 BW1026'ELLIS CLIFF, NEAR A CEMETERY, ON THE FRONT SLOPE OF A KNOB WITH A
 BW1026'RIDGE RUNNING BACK TO ELLIS CLIFF, 110 FEET EAST OF THE EAST CORNER OF
 BW1026'A FRAME HOUSE, 39 FEET NORTH OF A BOARD FENCE, 22 FEET NORTHEAST OF A
 BW1026'24-INCH LOCUST TREE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BW1026'POST.  AN IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD
 BW1026'CAP.  NOTE-- THIS MARK IS PROBABLY IN PLACE BUT IS COVERED BY SILT
 BW1026'ACTION OF A STREAM RUNNING OUT OF THE HILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1853 ***********************************************************************
 DJ1853  DESIGNATION -  ELLIS NW BASE
 DJ1853  PID         -  DJ1853
 DJ1853  STATE/COUNTY-  MS/LOWNDES
 DJ1853  USGS QUAD   -  NEW HOPE (1987)
 DJ1853
 DJ1853                         *CURRENT SURVEY CONTROL
 DJ1853  ___________________________________________________________________
 DJ1853* NAD 83(1993)-  33 23 52.82862(N)    088 21 18.23733(W)     ADJUSTED  
 DJ1853* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 DJ1853  ___________________________________________________________________
 DJ1853  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DJ1853  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DJ1853  HORZ ORDER  -  SECOND
 DJ1853
 DJ1853.The horizontal coordinates were established by classical geodetic methods
 DJ1853.and adjusted by the National Geodetic Survey in May 1994.
 DJ1853
 DJ1853.The orthometric height was scaled from a topographic map.
 DJ1853
 DJ1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1853
 DJ1853.The geoid height was determined by GEOID03.
 DJ1853
 DJ1853;                    North         East     Units Scale Factor Converg.
 DJ1853;SPC MS E     -   432,281.642   344,491.852   MT  0.99997440   +0 15 47.8
 DJ1853;SPC MS E     - 1,418,244.02  1,130,220.35   sFT  0.99997440   +0 15 47.8
 DJ1853;SPC AL W     -   377,078.527   520,456.177   MT  1.00001131   -0 28 14.5
 DJ1853;UTM  16      - 3,696,231.922   373,982.121   MT  0.99979579   -0 44 45.6
 DJ1853
 DJ1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1853!SPC MS E     -   0.99999457  x   0.99997440  =   0.99996897
 DJ1853!SPC AL W     -   0.99999457  x   1.00001131  =   1.00000588
 DJ1853!UTM  16      -   0.99999457  x   0.99979579  =   0.99979036
 DJ1853
 DJ1853:                Primary Azimuth Mark                     Grid Az
 DJ1853:SPC MS E     -  ELLIS NW BASE AZ MK                      074 34 10.2
 DJ1853:SPC AL W     -  ELLIS NW BASE AZ MK                      075 18 12.5
 DJ1853:UTM  16      -  ELLIS NW BASE AZ MK                      075 34 43.6
 DJ1853
 DJ1853|---------------------------------------------------------------------|
 DJ1853| PID    Reference Object                     Distance      Geod. Az  |
 DJ1853|                                                           dddmmss.s |
 DJ1853| CF9618 ELLIS NW BASE AZ MK                                0744958.0 |
 DJ1853| CF9619 ELLIS NW BASE RM 1                   26.145 METERS 15746     |
 DJ1853| CF9620 ELLIS NW BASE RM 2                   23.600 METERS 28551     |
 DJ1853| DJ1872 OLDBURY ELECTRO CHEM TANK           APPROX. 5.1 KM 3055759.2 |
 DJ1853| DJ1871 COLUMBUS MUNICIPAL TANK             APPROX.12.8 KM 3281419.2 |
 DJ1853|---------------------------------------------------------------------|
 DJ1853
 DJ1853                          SUPERSEDED SURVEY CONTROL
 DJ1853
 DJ1853  NAD 83(1993)-  33 23 52.82951(N)    088 21 18.23759(W) AD(       ) 2
 DJ1853  NAD 83(1986)-  33 23 52.83621(N)    088 21 18.23792(W) AD(       ) 2
 DJ1853  NAD 27      -  33 23 52.40800(N)    088 21 18.10000(W) AD(       ) 2
 DJ1853
 DJ1853.Superseded values are not recommended for survey control.
 DJ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1853.See file dsdata.txt to determine how the superseded data were derived.
 DJ1853
 DJ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7398296232(NAD 83)
 DJ1853_MARKER: DS = TRIANGULATION STATION DISK
 DJ1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1853
 DJ1853  HISTORY     - Date     Condition        Report By
 DJ1853  HISTORY     - 1955     MONUMENTED       CGS
 DJ1853  HISTORY     - 1960     GOOD             CGS
 DJ1853  HISTORY     - 1963     GOOD             MSHD
 DJ1853
 DJ1853                          STATION DESCRIPTION
 DJ1853
 DJ1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1853'STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF ALICEVILLE,
 DJ1853'ALABAMA AND ABOUT 8 MILES SOUTHEAST OF COLUMBUS, MISSISSIPPI
 DJ1853'ALONG THE SOUTH SIDE OF A GRAVEL ROAD AND ON HIGHWAY PROPERTY.
 DJ1853'IT IS 62 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL ROAD AND
 DJ1853'RAILROAD CROSSING, 37 FEET SOUTH OF THE CENTER OF THE GRAVEL
 DJ1853'ROAD, 8 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 DJ1853'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELLIS
 DJ1853'NW BASE 1955.
 DJ1853'
 DJ1853'REFERENCE MARK NO. 1 IS 123 FEET SOUTH OF THE CENTER OF THE
 DJ1853'GRAVEL ROAD AND 73 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DJ1853'RAILROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DJ1853'ELLIS NW BASE NO 1 1955.
 DJ1853'
 DJ1853'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF THE
 DJ1853'GRAVEL ROAD, 20 FEET WEST OF THE CENTER OF AN OLD WASHED OUT ROAD
 DJ1853'AND 6 FEET NORTH OF A 6 INCH PINE TREE.  THE MARK PROJECTS 3
 DJ1853'INCHES AND THE DISK IS STAMPED ELLIS NW BASE NO 2 1955.
 DJ1853'
 DJ1853'AZIMUTH MARK IS 48 FEET SOUTHEAST OF A POWER LINE POLE AND 35
 DJ1853'FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE.  THE MARK
 DJ1853'IS FLUSH AND THE DISK IS STAMPED ELLIS NW BASE 1955.
 DJ1853'
 DJ1853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 DJ1853'RAILROAD CROSSING ABOUT 200 FEET SOUTH OF THE DEPOT IN
 DJ1853'ALICEVILLE, GO EAST ON HIGHWAY 17 FOR 0.2 MILE TO THE JUNCTION OF
 DJ1853'STATE HIGHWAY 40.  TURN LEFT AND NORTHWEST ON HIGHWAY 40 FOR 18.7
 DJ1853'MILES TO THE ALABAMA-MISSISSIPPI STATE LINE, CONTINUE NORTHWEST
 DJ1853'ON MISSISSIPPI STATE HIGHWAY 69 FOR 4.5 MILES TO A GRAVEL SIDE
 DJ1853'ROAD LEFT.  TURN LEFT AND GO SOUTH AND WEST ON GRAVEL ROAD FOR
 DJ1853'1.3 MILES TO A DRIVEWAY RIGHT JUST BEFORE REACHING A SMALL
 DJ1853'CONCRETE BRIDGE*, CONTINUE WEST ON GRAVEL ROAD FOR 0.35 MILE
 DJ1853'TO THE RAILROAD CROSSING AND THE STATION ON THE LEFT AS
 DJ1853'DESCRIBED.
 DJ1853'
 DJ1853'TO REACH THE AZIMUTH MARK FROM THIS * POINT GO NORTH ON DIRT
 DJ1853'DRIVEWAY FOR 0.1 MILE TO FRAME HOUSE AND THE AZIMUTH MARK IN THE
 DJ1853'SOUTHWEST CORNER OF THE YARD AS DESCRIBED.
 DJ1853'
 DJ1853'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DJ1853
 DJ1853                          STATION RECOVERY (1960)
 DJ1853
 DJ1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1853'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 DJ1853'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DJ1853
 DJ1853                          STATION RECOVERY (1963)
 DJ1853
 DJ1853'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1853'THE STATION WAS VISITED 4-16-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ1853'CONDITION.  A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM
 DJ1853'THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 69 IN THE
 DJ1853'EASTERN PART OF COLUMBUS BY GOING SOUTHEAST ON HIGHWAY 69 FOR
 DJ1853'12.6 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT, SOUTHWEST
 DJ1853'AND GO 1.3 MILES TO A DRIVEWAY ON THE RIGHT, (THE AZIMUTH MARK
 DJ1853'0.1 MILE NORTH AT A HOUSE) CONTINUE WEST FOR 0.35 MILE TO A
 DJ1853'RAILROAD CROSSING AND THE STATION ON THE LEFT IN THE SOUTHWEST
 DJ1853'ANGLE.
 DJ1853'
 DJ1853'NOTE- METAL WITNESS POST WERE SET 1.0 FOOT NORTH OF THE STATION
 DJ1853'AND RM 2 AND 1.0 FOOT SOUTH OF THE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1616 ***********************************************************************
 EG1616  DESIGNATION -  ELLIS RESET
 EG1616  PID         -  EG1616
 EG1616  STATE/COUNTY-  MS/PRENTISS
 EG1616  USGS QUAD   -  BOONEVILLE (1973)
 EG1616
 EG1616                         *CURRENT SURVEY CONTROL
 EG1616  ___________________________________________________________________
 EG1616* NAD 83(1993)-  34 39 35.60857(N)    088 30 57.13953(W)     ADJUSTED  
 EG1616* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 EG1616  ___________________________________________________________________
 EG1616  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EG1616  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1616  HORZ ORDER  -  FIRST
 EG1616
 EG1616.The horizontal coordinates were established by classical geodetic methods
 EG1616.and adjusted by the National Geodetic Survey in May 1994.
 EG1616
 EG1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1616
 EG1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1616
 EG1616.The geoid height was determined by GEOID03.
 EG1616
 EG1616;                    North         East     Units Scale Factor Converg.
 EG1616;SPC MS E     -   572,190.062   329,098.455   MT  0.99996043   +0 10 50.0
 EG1616;SPC MS E     - 1,877,260.23  1,079,717.18   sFT  0.99996043   +0 10 50.0
 EG1616;UTM  16      - 3,836,372.469   361,098.482   MT  0.99983781   -0 51 44.0
 EG1616
 EG1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1616!SPC MS E     -   0.99997703  x   0.99996043  =   0.99993746
 EG1616!UTM  16      -   0.99997703  x   0.99983781  =   0.99981484
 EG1616
 EG1616:                Primary Azimuth Mark                     Grid Az
 EG1616:SPC MS E     -  BLUE HILL                                067 38 14.8
 EG1616:UTM  16      -  BLUE HILL                                068 40 48.8
 EG1616
 EG1616|---------------------------------------------------------------------|
 EG1616| PID    Reference Object                     Distance      Geod. Az  |
 EG1616|                                                           dddmmss.s |
 EG1616| EG1512 BLUE HILL                           APPROX.13.2 KM 0674904.8 |
 EG1616| EG1514 BLUE HILL LOOKOUT TOWER             APPROX.13.2 KM 0675236.2 |
 EG1616| CG4014 ELLIS RM 1                           33.700 METERS 11236     |
 EG1616| CG4012 ELLIS AZ MK                                        1490007.3 |
 EG1616| CG4016 ELLIS RM 3                           33.482 METERS 17424     |
 EG1616| EG1621 BOONEVILLE COURTHOUSE               APPROX. 4.3 KM 2642727.6 |
 EG1616| EG1620 BOONEVILLE MUNICIPAL TANK           APPROX. 4.3 KM 2644931.8 |
 EG1616| EG1618 BOONEVILLE FED COMPRESS TANK        APPROX. 4.1 KM 2711815.2 |
 EG1616| CG4017 ELLIS RM 4                           38.542 METERS 27245     |
 EG1616| CG4015 ELLIS RM 2                           42.690 METERS 30434     |
 EG1616|---------------------------------------------------------------------|
 EG1616
 EG1616                          SUPERSEDED SURVEY CONTROL
 EG1616
 EG1616  NAD 83(1993)-  34 39 35.61388(N)    088 30 57.13820(W) AD(       ) 1
 EG1616  NAD 83(1986)-  34 39 35.61858(N)    088 30 57.13792(W) AD(       ) 1
 EG1616  NAD 27      -  34 39 35.27500(N)    088 30 56.95400(W) AD(       ) 1
 EG1616  NGVD 29 (07/19/86)  173.8    (m)          570.     (f) VERT ANG    3  
 EG1616
 EG1616.Superseded values are not recommended for survey control.
 EG1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1616.See file dsdata.txt to determine how the superseded data were derived.
 EG1616
 EG1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6109836372(NAD 83)
 EG1616_MARKER: DS = TRIANGULATION STATION DISK
 EG1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1616
 EG1616  HISTORY     - Date     Condition        Report By
 EG1616  HISTORY     - 1914     MONUMENTED       CGS
 EG1616  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EG1616  HISTORY     - 1935     GOOD             CGS
 EG1616  HISTORY     - 1941     GOOD             CGS
 EG1616  HISTORY     - 1950     GOOD             CGS
 EG1616  HISTORY     - 1962     GOOD             MSHD
 EG1616  HISTORY     - 1966     GOOD             CGS
 EG1616  HISTORY     - 1970     GOOD             NGS
 EG1616  HISTORY     - 1979     GOOD             MSHD
 EG1616
 EG1616                          STATION DESCRIPTION
 EG1616
 EG1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EG1616'ABOUT 2.5 MILES NORTHEAST FROM BOONEVILLE, ABOUT .5 MILE NORTH OF THE
 EG1616'BOONEVILLE-PADEN
 EG1616'WAGON ROAD, ON LAND BELONGING TO MR WILSON OWEN AND
 EG1616'ABOUT 300 METERS NORTHWEST FROM HIS
 EG1616'HOUSE.
 EG1616'
 EG1616'STATION MARK- A HOLE 16 INCHES SQUARE AND 2 FEET DEEP WAS DUG.  IN
 EG1616'THE BOTTOM OF
 EG1616'THIS, A HOLE 10 INCHES IN DIAMETER AND 10 INCHES DEEP
 EG1616'WAS SUNK, THIS LOWER HOLE WAS
 EG1616'FILLED WITH CONCRETE AND IN THE TOP WAS
 EG1616'SET A STANDARD STATION MARK, THEN COVERED WITH
 EG1616'ABOUT 6 INCHES OF SAND
 EG1616'OR EARTH AND A FORM 2 FEET LONG AND 16 INCHES SQUARE AT THE
 EG1616'BOTTOM AND 14
 EG1616'INCHES SQUARE AT THE TOP WAS PLACED IN THE HOLE AND FILLED
 EG1616'WITH CONCRETE, THE TOP
 EG1616'PROJECTING ABOUT 6 INCHES.  THE TOP BEARS A
 EG1616'STANDARD STATION MARK.  IT WAS PLACED ON
 EG1616'THE GRASSY TOP OF THE
 EG1616'HIGHEST KNOLL IN THE VICINITY, ABOUT 30 METERS WEST OF THE
 EG1616'WOOD ROAD
 EG1616'REFERENCE MARK NO 1 WAS MADE BY FILLING A HOLE 10 INCHES SQUARE AND 2
 EG1616'FEET DEEP WITH
 EG1616'CONCRETE AND SETTING A STANDARD REFERENCE MARK IN THE
 EG1616'TOP, THE ARROW POINTING TO THE
 EG1616'STATION.  THE TOP OF THE MARK IS ABOUT
 EG1616'FLUSH WITH THE SURFACE OF THE GROUND.  IT WAS SET
 EG1616'ON THE EAST SIDE OF
 EG1616'THE TOP 33.70 METERS (110.56 FEET) FROM THE STATION S 67 DEG 24 MIN E.
 EG1616'
 EG1616'REFERENCE MARK NO 2, A SIMILAR MARK, WAS SET ON THE WEST SLOPE OF THE
 EG1616'KNOLL 42.69 METERS
 EG1616'(140.06 FEET) FROM THE STATION N 55 DEG 24 MIN W.
 EG1616
 EG1616                          STATION RECOVERY (1934)
 EG1616
 EG1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 EG1616'THE UNDERGROUND STATION MARK WAS RECOVERED BUT BOTH OLD REFERENCE
 EG1616'MARKS HAD BEEN
 EG1616'DESTROYED.  THE STATION WAS REMARKED.
 EG1616'ABOUT 2.5 MILES
 EG1616'NORTHEAST OF BOONEVILLE ON LAND
 EG1616'OWNED BY FULGHUM AND FLOYD, BUSINESS MEN IN
 EG1616'BOONEVILLE.  THE MARK IS
 EG1616'12 FEET NORTH OF WOOD ROAD, 50 FEET SOUTHWEST OF WOOD ROAD,
 EG1616'100 FEET
 EG1616'WEST-NORTHWEST OF INTERSECTION AND PROJECTS 6 INCHES.
 EG1616'
 EG1616'TO REACH FROM BOONEVILLE, FOLLOW GRAVEL ROAD TO THE SOUTHEAST AND
 EG1616'EAST FROM THE
 EG1616'RAILROAD STATION FOR .75 MILE TO A ROAD TO THE LEFT ON
 EG1616'THE WEST SIDE OF THE OLD BRICK
 EG1616'STORE.  TURN LEFT ON THIS ROAD AND GO
 EG1616'1.3 MILES TO CROSSROADS ABOUT 100 YARDS NORTH OF
 EG1616'SIDE ROAD TO THE
 EG1616'LEFT.  TURN RIGHT AT CROSSROADS AND GO 1.25 MILES, HERE KEEP
 EG1616'STRAIGHT AHEAD ON
 EG1616'OLD ROAD WHERE THE MAIN ROAD TURNS LEFT OPPOSITE A SMALL
 EG1616'SHACK AND GO 0.25 MILE TO
 EG1616'FORK AT SMALL WHITE HOUSE, TAKE RIGHT FORK
 EG1616'AND GO 0.1 MILE TO FORK GOING INTO SADDLE,
 EG1616'TAKE LEFT FORK AND GO
 EG1616'SOUTH 0.2 MILE TO STATION ON CREST OF NEXT RIDGE, ON NORTH
 EG1616'SIDE OF THE ROAD.
 EG1616'
 EG1616'REFERENCE MARK NO 3 IS SOUTH OF THE STATION ON THE SOUTHWEST SLOPE OF
 EG1616'RIDGE, 8 FEET
 EG1616'SOUTH OF LARGE PINE AND PROJECTS 8 INCHES.
 EG1616'
 EG1616'REFERENCE MARK NO 4 IS WEST-NORTHWEST OF THE STATION, 8 FEET NORTH OF
 EG1616'A PINE TREE, 40
 EG1616'FEET SOUTHWEST OF WOODS-ROAD AND PROJECTS 7 INCHES.
 EG1616'
 EG1616'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 20 FEET SOUTH OF CENTER
 EG1616'LINE OF ROAD, 25
 EG1616'FEET WEST OF SMALL DOUBLE PINE AND PROJECTS 9 INCHES.
 EG1616'
 EG1616'TO REACH AZIMUTH MARK FROM STATION, GO EAST AND SOUTH ON FARM ROAD
 EG1616'FOR 0.5 MILE.
 EG1616
 EG1616                          STATION RECOVERY (1935)
 EG1616
 EG1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 EG1616'ABOUT 2.5 MILES NORTHEAST OF BOONEVILLE ON THE SUMMIT OF A SMALL
 EG1616'PINE COVERED KNOLL,
 EG1616'IN THE STRIP OF GROUND BETWEEN TWO WOODS-ROADS, 12
 EG1616'FEET NORTH OF CENTER LINE OF
 EG1616'WOODS-ROAD, 50 FEET SOUTHWEST OF
 EG1616'WOODS-ROAD, AND 100 FEET WEST OF INTERSECTION.
 EG1616'STATION, UNDERGROUND,
 EG1616'REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 EG1616'
 EG1616'TO REACH FROM THE RAILROAD STATION IN BOONEVILLE, GO 0.7 MILE
 EG1616'SOUTHEAST AND EAST
 EG1616'TO A T-ROAD LEFT ON THE WEST SIDE OF OLD BRICK
 EG1616'STORE, TURN LEFT AND GO 1.2 MILES TO
 EG1616'CROSSROADS AT TOP OF HILL, TURN
 EG1616'RIGHT AND GO 1.25 MILES, HERE KEEP STRAIGHT AND GO 0.6
 EG1616'MILE, TAKE
 EG1616'RIGHT FORK, CONTINUE 0.3 MILE TO SUMMIT OF KNOLL AND STATION.
 EG1616'
 EG1616'REFERENCE MARK NO 3 IS SOUTH OF STATION IN STUMP-COVERED GROUND, 17
 EG1616'YARDS
 EG1616'SOUTH-SOUTHEAST OF A 10-INCH PINE.
 EG1616'
 EG1616'REFERENCE MARK NO 4 IS WEST-NORTHWEST OF STATION, 8 FEET NORTH OF A
 EG1616'12-INCH PINE.
 EG1616'
 EG1616'AZ MK IS SOUTHEAST OF STATION, 6 YARDS SOUTH-SOUTHWEST OF A DOUBLE
 EG1616'PINE, 15 FEET
 EG1616'SOUTHEAST OF CENTER LINE OF ROAD.
 EG1616'
 EG1616'A 77-FOOT TOWER WILL CLEAR ALL LINES.  STATION AND RMS REMEASURED.
 EG1616'CHECKED WITH
 EG1616'ORIGINAL MEASUREMENTS.
 EG1616'
 EG1616'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 EG1616
 EG1616                          STATION RECOVERY (1941)
 EG1616
 EG1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 EG1616'STATION WAS RECOVERED AS REMARKED AND DESCRIBED BY G L A IN 1934.
 EG1616'THE DISTANCE AND
 EG1616'DIRECTION TO THE REFERENCE MARKS AND THE DIRECTION
 EG1616'TO THE AZIMUTH MARK ALL CHECKED
 EG1616'SATISFACTORLY.  ALL MARKS WERE IN
 EG1616'GOOD CONDITION.
 EG1616'
 EG1616'A BETTER ROUTE TO REACH THE STATION FOLLOWS- FROM THE RAILROAD
 EG1616'STATION IN
 EG1616'BOONEVILLE GO EAST AND SOUTHEAST ON STATE ROUTE NO 30 FOR
 EG1616'2.0 MILES TO A FORK, BEAR
 EG1616'LEFT WITH STATE ROUTE NO 30 AND GO 0.75
 EG1616'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 EG1616'0.75 MILE TO AZIMUTH MARK
 EG1616'ON RIGHT, CONTINUE AHEAD 0.15 MILE TO A FARM ROAD LEFT, TURN
 EG1616'LEFT AND FOLLOW
 EG1616'FARM ROAD 0.25 MILE TO A SMALL TENANT HOUSE AND THE STATION,
 EG1616'WHICH IS ON TOP OF THE
 EG1616'PINE WOODED KNOLL 125 YARDS NORTHWEST OF THE
 EG1616'HOUSE.
 EG1616
 EG1616                          STATION RECOVERY (1950)
 EG1616
 EG1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1616'THE STATION WAS RECOVERED AS DESCRIBED BY M A H IN 1935 AND ALL MARKS
 EG1616'WERE FOUND IN GOOD
 EG1616'CONDITION.
 EG1616'
 EG1616'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ELLIS
 EG1616'1914 1934.
 EG1616'
 EG1616'REFERENCE MARK NO 3 PROJECTS 6 INCHES, AND THE DISK IS STAMPED ELLIS
 EG1616'NO 3 1934.
 EG1616'
 EG1616'REFERENCE MARK NO 4 PROJECTS 6 INCHES, AND THE DISK IS STAMPED ELLIS
 EG1616'NO 4 1934.
 EG1616'
 EG1616'THE AZIMUTH MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED ELLIS
 EG1616'AZIMUTH 1934.
 EG1616'
 EG1616'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG1616'CYLINDERS.
 EG1616'
 EG1616'HEIGHT OF LIGHT ABOVE MARK 26 METERS.
 EG1616
 EG1616                          STATION RECOVERY (1962)
 EG1616
 EG1616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1616'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EG1616'
 EG1616'A NEW TO REACH FOLLOWS- FROM THE RAILROAD STATION IN BOONEVILLE, GO
 EG1616'0.75 MILE TO A GRAVEL ROAD
 EG1616'ON THE LEFT, TURN LEFT, NORTH, AND GO 0.75 MILE TO
 EG1616'THE AZIMUTH MARK ON THE RIGHT,
 EG1616'CONTINUE ON GRAVEL ROAD FOR 0.15 MILE
 EG1616'TO A FORK, TURN LEFT AND GO 0.25 MILE TO THE TOP
 EG1616'OF THE HILL AND THE
 EG1616'STATION ON THE LEFT.
 EG1616'
 EG1616'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12 INCH ROUND
 EG1616'CONCRETE POSTS.  STATION
 EG1616'IS STAMPED ELLIS 1914 1934 AND THE MARK PROJECTS
 EG1616'THREE INCHES.  IT IS LOCATED IN A
 EG1616'GROVE OF SMALL TREES, 67 FEET SOUTH
 EG1616'OF THE CENTER OF THE ROAD, 25 FEET EAST OF A TRACK
 EG1616'ROAD, AND 1.0 FOOT
 EG1616'SOUTH OF A METAL WITNESS POST.
 EG1616'
 EG1616'RM 3 IS 109.85 FEET SOUTH OF THE STATION, 31 FEET NORTHEAST OF A
 EG1616'CLUSTER OF 4 - 6 INCH
 EG1616'OAK TREES, IS STAMPED ELLIS NO 3 1934 AND PROJECTS 6
 EG1616'INCHES.
 EG1616'
 EG1616'RM 4 IS 126.46 FEET WEST OF THE STATION, 10 FEET WEST OF A TRACK
 EG1616'ROAD, 39 FEET NORTH OF
 EG1616'A TRACK ROAD, IS STAMPED ELLIS NO 4 1934 AND PROJECTS 6
 EG1616'INCHES.
 EG1616'
 EG1616'AZIMUTH MARK IS 80 FEET WEST OF THE CENTERLINE OF THE ROAD, 23 FEET
 EG1616'WEST OF A 10 INCH PINE
 EG1616'TREE, 21 FEET NORTHWEST OF AN 8 INCH PINE TREE, 1.0 FOOT
 EG1616'EAST OF A METAL WITNESS POST,
 EG1616'IS STAMPED ELLIS 1934 AND PROJECTS 3
 EG1616'INCHES.
 EG1616
 EG1616                          STATION RECOVERY (1966)
 EG1616
 EG1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EG1616'THE STATION WAS VISITED 4-5-66.  THE STATION MARK, REFERENCE MARKS 3
 EG1616'AND 4, AND THE
 EG1616'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 EG1616'AZIMUTH MARK WAS REQUESTED MOVED
 EG1616'AT THIS TIME BY THE PROPERTY OWNER
 EG1616'DUE TO A SUB-DIVISION UNDER CONSTRUCTION.  A NEW
 EG1616'AZIMUTH MARK WAS
 EG1616'ESTABLISHED 81.7 FEET CLOSER TO THE STATION, IN LINE WITH THE
 EG1616'STATION, ACROSS
 EG1616'THE ROAD FROM THE OLD AZIMUTH MARK.  MR JOHN CURLEE,
 EG1616'OF BOONEVILLE, OWNS THE LAND AND
 EG1616'GAVE PERMISSION FOR THE MARK.  HE
 EG1616'ALSO OWNS THE LAND WHERE THE STATION IS.  A NEW
 EG1616'DESCRIPTION FOLLOWS-
 EG1616'
 EG1616'STATION IS ABOUT 2.5 MILES NORTHEAST OF BOONEVILLE ON THE SUMMIT OF A
 EG1616'LOW PINE-COVERED
 EG1616'KNOLL.
 EG1616'
 EG1616'TO REACH FROM THE RAILROAD STATION IN BOONEVILLE, GO EAST AND
 EG1616'SOUTHEAST ON STATE
 EG1616'HIGHWAY 30 FOR 2.0 MILES TO A FORK, KEEP THE LEFT FORK,
 EG1616'HIGHWAY 30, FOR 0.75 MILE
 EG1616'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.75
 EG1616'MILE TO THE AZIMUTH MARK ON THE LEFT.
 EG1616'CONTINUE ON THE MAIN ROAD FOR
 EG1616'0.15 MILE TO A FARM ROAD ON THE LEFT.  TURN LEFT AND GO
 EG1616'WESTERLY FOR 0.25
 EG1616'MILE TO A CURVE IN THE ROAD AND THE STATION ON THE LEFT.
 EG1616'
 EG1616'STATION MARK IS A STANDARD DISK, STAMPED ELLIS 1914 1934, SET IN THE
 EG1616'TOP OF A ROUND
 EG1616'CONCRETE POST PROJECTING 3 INCHES.  IT IS 67 FEET
 EG1616'SOUTHWEST OF THE CENTERLINE OF
 EG1616'THE GRAVELED ROAD, AT A CURVE, 24 FEET
 EG1616'EAST OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT
 EG1616'SOUTHWEST OF A
 EG1616'METAL WITNESS POST.
 EG1616'
 EG1616'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELLIS NO 3 1934, SET IN
 EG1616'THE TOP OF A ROUND
 EG1616'CONCRETE POST PROJECTING 6 INCHES.  IT IS ON THE
 EG1616'SOUTH SLOPE OF THE HILL AND 32 FEET
 EG1616'NORTHEAST OF A FORKED-OAK TREE.
 EG1616'
 EG1616'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ELLIS NO 4 1934, SET IN
 EG1616'THE TOP OF A ROUND
 EG1616'CONCRETE POST PROJECTING 5 INCHES.  IT IS 39 FEET
 EG1616'NORTH OF THE CENTERLINE OF THE WOODS
 EG1616'ROAD AND 3.5 FEET
 EG1616'NORTH-NORTHEAST OF A 6-INCH PINE TREE.
 EG1616'
 EG1616'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELLIS 1934 AZ 2 1966, SET IN
 EG1616'THE TOP OF A ROUND
 EG1616'CONCRETE POST PROJECTING 4 INCHES.  IT IS 137.5
 EG1616'FEET NORTH-NORTHEAST OF A POWER POLE,
 EG1616'DIRECTLY UNDER A POWER LINE, 43
 EG1616'FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 20
 EG1616'FEET
 EG1616'NORTH-NORTHEAST OF THE PROJECTED CENTERLINE OF PATS DRIVE AND 1.2
 EG1616'FEET WEST OF A
 EG1616'METAL WITNESS POST.
 EG1616'
 EG1616'THE DISTANCE BETWEEN REFERENCE MARK NO 3 AND 4 IS 179.0 FEET.
 EG1616
 EG1616                          STATION RECOVERY (1970)
 EG1616
 EG1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1616'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EG1616'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND THE PROPERTY
 EG1616'OWNER REQUESTED NO TREES BE CUT AT THIS DATE.  THE DISTANCE TO THE
 EG1616'REFERENCE MARKS CHECKED THE 1950 OBSERVATIONS.  THE STATION IS ON
 EG1616'PROPERTY OWNED BY MR. JOHN CURLEE, BOONEVILLE, MISSIPPI.  THE
 EG1616'1966 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EG1616'
 EG1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 EG1616'NORTHEAST OF BOONEVILLE.
 EG1616
 EG1616                          STATION RECOVERY (1979)
 EG1616
 EG1616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1616'THE STATION WAS VISITED 3-13-79 AND THE STATION MARK, RM NO 3, RM
 EG1616'NO 4 AND THE 1966 AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 EG1616'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 EG1616'
 EG1616'THE STATION IS LOCATED 2.9 MILES EAST-SOUTHEAST OF BOONEVILLE ON THE
 EG1616'TOP OF A CUT OVER HILL NEAR THE CENTER OF SECTION 12, T 5S, R 7E.
 EG1616'IT IS 67 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 66 FEET
 EG1616'NORTH OF THE CENTER OF A WOODS ROAD, 26.5 FEET WEST OF A 7 INCH
 EG1616'OAK, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 5 INCHES.
 EG1616'IT IS A TRIANGULATION DISK, STAMPED ELLIS 1914 1934.
 EG1616'
 EG1616'REFERENCE MARK NO 3 IS 109.85 FEET SOUTH OF THE STATION.  IT IS 139
 EG1616'FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 45 FEET SOUTH OF
 EG1616'THE CENTER OF A WOODS ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 EG1616'AND PROJECTS 7 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1616'ELLIS 1934 NO 3.
 EG1616'
 EG1616'REFERENCE MARK NO 4 IS 126.46 FEET WEST OF THE STATION.  IT IS
 EG1616'173 FEET SOUTHWEST OF THE CENTER OF A WOODS ROAD, 41 FEET NORTH
 EG1616'OF THE CENTER OF A WOODS ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 EG1616'POST AND PROJECTS 5 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1616'ELLIS 1934 NO 4.
 EG1616'
 EG1616'THE AZIMUTH MARK IS 39 FEET NORTHWEST OF THE CENTER OF A PAVED ROAD,
 EG1616'24 FEET NORTHEAST OF THE PROJECTED CENTER OF A GRAVELED STREET, 12
 EG1616'FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT NORTHWEST
 EG1616'OF A METAL WITNESS POST AND PROJECTS 3 INCHES.  IT IS AN AZIMUTH
 EG1616'MARK DISK, STAMPED ELLIS 1934 AZ 2 1966.
 EG1616'
 EG1616'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND 42
 EG1616'MILES EAST OF BOONEVILLE GO EAST ON STATE HIGHWAY 30 FOR 0.75
 EG1616'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 EG1616'FOR 0.8 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 EG1616'CONTINUE NORTHEAST ON A PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD
 EG1616'LEFT.  TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.25
 EG1616'MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0494 ***********************************************************************
 BV0494  DESIGNATION -  ELLISVILLE
 BV0494  PID         -  BV0494
 BV0494  STATE/COUNTY-  MS/JONES
 BV0494  USGS QUAD   -  ELLISVILLE (1982)
 BV0494
 BV0494                         *CURRENT SURVEY CONTROL
 BV0494  ___________________________________________________________________
 BV0494* NAD 83(1986)-  31 36 15.     (N)    089 11 42.     (W)     SCALED    
 BV0494* NAVD 88     -        78.63   (+/-2cm)     258.0    (feet)  VERTCON   
 BV0494  ___________________________________________________________________
 BV0494  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BV0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0494
 BV0494.The horizontal coordinates were scaled from a topographic map and have
 BV0494.an estimated accuracy of +/- 6 seconds.
 BV0494
 BV0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0494.The vertical order pertains to the NGVD 29 superseded value.
 BV0494
 BV0494.The geoid height was determined by GEOID03.
 BV0494
 BV0494;                    North         East    Units  Estimated Accuracy
 BV0494;SPC MS E     -   233,320.      265,680.      MT  (+/- 180 meters Scaled)
 BV0494
 BV0494                          SUPERSEDED SURVEY CONTROL
 BV0494
 BV0494  NGVD 29 (??/??/92)   78.640  (m)          258.00   (f) ADJ UNCH    2 0
 BV0494
 BV0494.Superseded values are not recommended for survey control.
 BV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0494.See file dsdata.txt to determine how the superseded data were derived.
 BV0494
 BV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV917986(NAD 83)
 BV0494_MARKER: DB = BENCH MARK DISK
 BV0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0494_SP_SET: CONCRETE SLAB
 BV0494_STAMPING: ELLISVILLE 1934
 BV0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0494
 BV0494  HISTORY     - Date     Condition        Report By
 BV0494  HISTORY     - 1934     MONUMENTED       CGS
 BV0494  HISTORY     - 1957     GOOD             NGS
 BV0494  HISTORY     - 1964     GOOD             NGS
 BV0494  HISTORY     - 20060718 GOOD             NGS
 BV0494
 BV0494                          STATION DESCRIPTION
 BV0494
 BV0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0494'IN ELLISVILLE.
 BV0494'LOCATED AT THE JONES COUNTY COURTHOUSE IN ELLISVILLE.  IT IS A
 BV0494'STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE SLAB OF
 BV0494'THE NORTH BALUSTRADE OF THE WEST ENTRANCE OF THE COURTHOUSE.
 BV0494
 BV0494                          STATION RECOVERY (1964)
 BV0494
 BV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0494'RECOVERED IN GOOD CONDITION.
 BV0494
 BV0494                          STATION RECOVERY (2006)
 BV0494
 BV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BV0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1589 ***********************************************************************
 BV1589  DESIGNATION -  ELLISVILLE
 BV1589  PID         -  BV1589
 BV1589  STATE/COUNTY-  MS/JONES
 BV1589  USGS QUAD   -  LANHAM (1982)
 BV1589
 BV1589                         *CURRENT SURVEY CONTROL
 BV1589  ___________________________________________________________________
 BV1589* NAD 83(1993)-  31 37 12.62286(N)    089 07 26.72294(W)     ADJUSTED  
 BV1589* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 BV1589  ___________________________________________________________________
 BV1589  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BV1589  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BV1589  HORZ ORDER  -  FIRST
 BV1589
 BV1589.The horizontal coordinates were established by classical geodetic methods
 BV1589.and adjusted by the National Geodetic Survey in May 1994.
 BV1589
 BV1589.The orthometric height was scaled from a topographic map.
 BV1589
 BV1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1589
 BV1589.The geoid height was determined by GEOID03.
 BV1589
 BV1589;                    North         East     Units Scale Factor Converg.
 BV1589;SPC MS E     -   235,071.560   272,414.186   MT  0.99995938   -0 09 08.8
 BV1589;SPC MS E     -   771,230.61    893,745.54   sFT  0.99995938   -0 09 08.8
 BV1589;UTM  16      - 3,500,294.540   298,524.767   MT  1.00010067   -1 06 50.4
 BV1589
 BV1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1589!SPC MS E     -   0.99998953  x   0.99995938  =   0.99994891
 BV1589!UTM  16      -   0.99998953  x   1.00010067  =   1.00009020
 BV1589
 BV1589|---------------------------------------------------------------------|
 BV1589| PID    Reference Object                     Distance      Geod. Az  |
 BV1589|                                                           dddmmss.s |
 BV1589| CF9626 ELLISVILLE RM 2                      31.858 METERS 22103     |
 BV1589| BV1596 ELLISVILLE MUNICIPAL TANK           APPROX. 7.5 KM 2522359.3 |
 BV1589| CF9624 ELLISVILLE AZ MK                                   2690417.4 |
 BV1589| CF9625 ELLISVILLE RM 1                      41.377 METERS 33744     |
 BV1589| BV1604 LAUREL COMPRESS CO WATER TANK       APPROX. 8.3 KM 3474827.8 |
 BV1589| BV1605 LAUREL MUNICIPAL TANK               APPROX. 9.4 KM 3494449.4 |
 BV1589| BV1607 LAUREL PINEHURST HOTEL TANK         APPROX. 8.2 KM 3545323.9 |
 BV1589| BV1608 LAUREL MASONITE CO CHIMNEY          APPROX. 6.4 KM 3553735.6 |
 BV1589|---------------------------------------------------------------------|
 BV1589
 BV1589                          SUPERSEDED SURVEY CONTROL
 BV1589
 BV1589  NAD 83(1986)-  31 37 12.63710(N)    089 07 26.72291(W) AD(       ) 1
 BV1589  NAD 27      -  31 37 12.04600(N)    089 07 26.51800(W) AD(       ) 1
 BV1589
 BV1589.Superseded values are not recommended for survey control.
 BV1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1589.See file dsdata.txt to determine how the superseded data were derived.
 BV1589
 BV1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA9852500295(NAD 83)
 BV1589_MARKER: DS = TRIANGULATION STATION DISK
 BV1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1589+STABILITY: SURFACE MOTION
 BV1589
 BV1589  HISTORY     - Date     Condition        Report By
 BV1589  HISTORY     - 1935     MONUMENTED       CGS
 BV1589  HISTORY     - 1939     GOOD             CGS
 BV1589  HISTORY     - 1956     GOOD             CGS
 BV1589  HISTORY     - 1964     GOOD             MSHD
 BV1589
 BV1589                          STATION DESCRIPTION
 BV1589
 BV1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1589'ABOUT 4 MILES EAST-NORTHEAST OF ELLISVILLE, 2 MILES WEST-SOUTHWEST
 BV1589'OF TUCKERS CROSSING, ON THE HIGHEST PART OF AN UNCULTIVATED RIDGE
 BV1589'LOCALLY KNOWN AS SAND HILL, ON PROPERTY OWNED BY MR. WALKER OF
 BV1589'LAUREL, 62 FEET EAST OF A LONE 15-INCH PINE, 19.5 FEET SOUTH OF A
 BV1589'WIRE FENCE, AND 45 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 BV1589'ROAD.
 BV1589'
 BV1589'TO REACH FROM THE RAILROAD STATION IN ELLISVILLE, CROSS TRACKS AND
 BV1589'TURN RIGHT (NORTHEAST) ON U.S. HIGHWAY 11, PROCEED 0.5 MILE TO A
 BV1589'T-ROAD RIGHT AT DAVES PLACE, A FILLING STATION, TURN RIGHT AND KEEP
 BV1589'STRAIGHT AHEAD FOR 1.7 MILES TO FORKS, TAKE RIGHT FORK AND FOLLOW
 BV1589'1.95 MILES TO FORKS AT TOP OF GRADE, TAKE RIGHT FORK AND CONTINUE
 BV1589'0.7 MILE TO HIGHEST POINT OF RIDGE AND STATION ON RIGHT.
 BV1589'
 BV1589'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1589'BRONZE DISKS SET IN CONCRETE.
 BV1589'
 BV1589'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, 33 FEET
 BV1589'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 2 FEET SOUTH OF THE FENCE
 BV1589'LINE, AND 205.30 FEET NORTH OF REFERENCE MARK NO. 2.
 BV1589'
 BV1589'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON A BARETOPPED
 BV1589'HILL.
 BV1589'
 BV1589'AZIMUTH MARK IS WEST OF THE STATION, 0.2 MILE EAST OF ROAD FORKS,
 BV1589'1.5 FEET SOUTH OF FENCE LINE, AND 29 FEET NORTH OF THE CENTER LINE
 BV1589'OF THE MAIN ROAD.
 BV1589'
 BV1589'ALL TOWERS CAN BE SEEN FROM THE GROUND, EXCEPT ELLZEY FOR WHICH A
 BV1589'50-FOOT TOWER IS NEEDED TO CLEAR THIS LINE.
 BV1589'
 BV1589'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 BV1589
 BV1589                          STATION RECOVERY (1939)
 BV1589
 BV1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1589'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION
 BV1589'IS ON THE HIGHEST PART OF AN UNCULTIVATED RIDGE LOCALLY KNOWN AS
 BV1589'SAND HILL, ABOUT TWO MILES WEST-SOUTHWEST OF TUCKERS CROSSING AND
 BV1589'FOUR MILES EAST-NORTHEAST OF ELLISVILLE. (THE WIRE FENCE MENTIONED
 BV1589'IN THE ORIGINAL DESCRIPTION IS GONE). IT IS 45 FEET SOUTH OF THE
 BV1589'CENTER OF THE GRAVEL ROAD AND 62 FEET EAST OF A LONE 15-INCH
 BV1589'PINE.  THE MARK PROJECTS 4 INCHES ABOVE GROUND
 BV1589'AND IS STAMPED ELLISVILLE 1935.
 BV1589'
 BV1589'TO REACH FROM THE RAILROAD STATION IN ELLISVILLE,
 BV1589'CROSS THE TRACKS AND
 BV1589'TURN RIGHT (NORTHEAST) ON PAVED U.S. HIGHWAY 11, DRIVE 0.5 MILE TO
 BV1589'A T-FORK TO THE RIGHT AND DRIVE STRAIGHT AHEAD (DAVES PLACE
 BV1589'MENTIONED IN ORIGINAL DESCRIPTION IS GONE) 1.7 MILES TO A FORK,
 BV1589'TAKE THE RIGHT FORK AND DRIVE 2.0 MILES STRAIGHT AHEAD, PASSING BY
 BV1589'ANOTHER FORK AT 0.2 MILE. AT THE TOP OF THE GRADE TAKE THE
 BV1589'RIGHT FORK AND DRIVE 0.7 MILE TO THE HIGHEST POINT OF THE RIDGE
 BV1589'AND THE STATION ON THE RIGHT.
 BV1589'
 BV1589'REFERENCE MARK NO. 1 IS 135.75 FEET NORTHWEST OF THE STATION, 33
 BV1589'FEET NORTH OF THE CENTER OF THE ROAD AND TWO FEET SOUTH OF THE
 BV1589'FENCE. THE MARK PROJECTS 6 INCHES ABOVE GROUND AND IS
 BV1589'STAMPED ELLISVILLE NO 1 1935.
 BV1589'
 BV1589'REFERENCE MARK NO. 2 IS 104.52 FEET SOUTHWEST OF THE STATION AND ON
 BV1589'THE SOUTHWEST SLOPE OF THE KNOLL. THE MARK PROJECTS 5
 BV1589'INCHES ABOVE GROUND AND IS STAMPED ELLISVILLE NO II 1935.
 BV1589'
 BV1589'THE AZIMUTH MARK IS MARK IS ABOUT 0.45 MILE WEST OF THE STATION AND
 BV1589'0.2 MILE EAST OF THE LAST ROAD FORKS MENTIONED IN THE DESCRIPTION,
 BV1589'IN A VALLEY BETWEEN TWO RIDGES. THE MARK PROJECTS 8
 BV1589'INCHES ABOVE GROUND AND 1-1/2 FEET SOUTH OF A FENCE AND 29 FEET
 BV1589'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD. THE DISK IS STAMPED
 BV1589'ELLISVILLE AZI 1935.
 BV1589'
 BV1589'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 BV1589
 BV1589                          STATION RECOVERY (1956)
 BV1589
 BV1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1589'THE STATION REFERENCE MARKS NO. 1 AND 2
 BV1589'AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD
 BV1589'CONDITION. WITH THE EXCEPTION THAT THE AZIMUTH MARK WAS PARTIALLY
 BV1589'OBSTRUCTED BY PINE TREES AND OBSERVATIONS WERE MADE THROUGH THE
 BV1589'TREE LIMBS. THE 1956 DISTANCE AND DIRECTIONS CHECKED THE 1935
 BV1589'DISTANCE AND DIRECTIONS.
 BV1589'
 BV1589'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BV1589'
 BV1589'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LAUREL AND 4 MILES
 BV1589'EAST OF ELLISVILLE ON THE SOUTH SIDE OF AN EAST-WEST GRAVELED ROAD
 BV1589'AND ON THE HIGHEST POINT OF A PARTIALLY WOODED RIDGE. IT IS ON LAND
 BV1589'OWNED BY MR. MERLE R. WALKER. IT IS 47 FEET SOUTH OF THE CENTER OF
 BV1589'GRAVELED ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 BV1589'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ELLISVILLE
 BV1589'1935.
 BV1589'
 BV1589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 BV1589'HIGHWAY 29 JUST NORTH OF THE RAILROAD STATION IN ELLISVILLE, GO EAST
 BV1589'ON STATE HIGHWAY 29 FOR 0.25 MILE TO A CROSS STREET (HIGHWAY 29
 BV1589'TURNS RIGHT). TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 0.45
 BV1589'MILE TO A SIDE ROAD LEFT. KEEP RIGHT EAST ON SURFACED ROAD FOR 0.45
 BV1589'MILE TO A STEEL BRIDGE AND END OF SURFACED ROAD. CONTINUE STRAIGHT
 BV1589'AHEAD EAST ON GRADED GRAVELED ROAD 1.0 MILE TO A ROAD FORK. KEEP
 BV1589'RIGHT FORK STRAIGHT AHEAD EAST FOR 0.75 MILE TO A SIDE ROAD
 BV1589'RIGHT.  CONTINUE STRAIGHT AHEAD EAST ON GRADED ROAD FOR 1.1
 BV1589'MILES TO A ROAD FORK. KEEP STRAIGHT AHEAD EAST ON GRADED ROAD FOR
 BV1589'0.2 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED.
 BV1589'CONTINUE EAST ON GRADED ROAD FOR 0.45 MILE TO THE STATION ON THE
 BV1589'RIGHT AS DESCRIBED.
 BV1589'
 BV1589'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 BV1589'AND 25 FEET SOUTH OF A FENCE LINE. THE MARK PROJECTS ABOUT 5 INCHES
 BV1589'AND THE DISK IS STAMPED ELLISVILLE NO 1 1935.
 BV1589'
 BV1589'REFERENCE MARK 2 IS 13 FEET EAST OF A DIM TRACK ROAD AND ON ABOUT
 BV1589'THE SAME ELEVATION AS THE STATION MARK. THE MARK PROJECTS ABOUT 5
 BV1589'INCHES AND THE DISK IS STAMPED ELLISVILLE NO II 1935.
 BV1589'
 BV1589'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF GRADED ROAD, 24
 BV1589'FEET SOUTH OF A FENCE LINE AND 1 FOOT SOUTHEAST OF A WHITE WITNESS
 BV1589'POST. THE MARK PROJECTS ABOUT 6 INCHES. IT IS A STANDARD REFERENCE
 BV1589'MARK DISK STAMPED ELLISVILLE AZI. 1935.
 BV1589'
 BV1589'HEIGHT OF LIGHT ABOVE THE GROUND 26 METERS.
 BV1589
 BV1589                          STATION RECOVERY (1964)
 BV1589
 BV1589'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1589'THE STATION WAS VISITED 7-28-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1589'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1595 ***********************************************************************
 BV1595  DESIGNATION -  ELLISVILLE MISS ST SCH TANK
 BV1595  PID         -  BV1595
 BV1595  STATE/COUNTY-  MS/JONES
 BV1595  USGS QUAD   -  ELLISVILLE (1982)
 BV1595
 BV1595                         *CURRENT SURVEY CONTROL
 BV1595  ___________________________________________________________________
 BV1595* NAD 83(1993)-  31 35 03.67428(N)    089 13 00.81794(W)     ADJUSTED  
 BV1595* NAVD 88     -              **(meters)            **(feet)            
 BV1595  ___________________________________________________________________
 BV1595  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BV1595  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BV1595  HORZ ORDER  -  THIRD
 BV1595
 BV1595.The horizontal coordinates were established by classical geodetic methods
 BV1595.and adjusted by the National Geodetic Survey in May 1994.
 BV1595
 BV1595
 BV1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1595
 BV1595.The geoid height was determined by GEOID03.
 BV1595
 BV1595;                    North         East     Units Scale Factor Converg.
 BV1595;SPC MS E     -   231,127.272   263,595.310   MT  0.99996634   -0 12 03.2
 BV1595;SPC MS E     -   758,290.06    864,812.28   sFT  0.99996634   -0 12 03.2
 BV1595;UTM  16      - 3,496,498.122   289,639.546   MT  1.00014581   -1 09 41.5
 BV1595
 BV1595                          SUPERSEDED SURVEY CONTROL
 BV1595
 BV1595  NAD 83(1986)-  31 35 03.68848(N)    089 13 00.81763(W) AD(       ) 4
 BV1595  NAD 27      -  31 35 03.09600(N)    089 13 00.60300(W) AD(       ) 3
 BV1595
 BV1595.Superseded values are not recommended for survey control.
 BV1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1595.See file dsdata.txt to determine how the superseded data were derived.
 BV1595
 BV1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8964096498(NAD 83)
 BV1595_MARKER: 53 = ELEVATED TANK
 BV1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1595+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 BV1595
 BV1595  HISTORY     - Date     Condition        Report By
 BV1595  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1595  HISTORY     - 1956     GOOD             CGS
 BV1595  HISTORY     - 1956     GOOD             CGS
 BV1595  HISTORY     - 1966     GOOD             MSHD
 BV1595  HISTORY     - 20071007 GOOD             GEOCAC
 BV1595
 BV1595                          STATION DESCRIPTION
 BV1595
 BV1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1595'NEAR ELLISVILLE. THE CENTER OF AN ALUMINUM WATER TANK AT THE
 BV1595'MISSISSIPPI COLONY FOR FEEBLE-MINDED.
 BV1595'
 BV1595'CUT IN FROM STATIONS ELLZEY AND MONTGOMERY.
 BV1595
 BV1595                          STATION RECOVERY (1956)
 BV1595
 BV1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1595'THIS INTERSECTION STATION WAS FORMERLY KNOWN AS ELLISVILLE,
 BV1595'MISSISSIPPI COLONY FOR FEEBLE-MINDED WATER TANK. THE STATION WAS
 BV1595'RECOVERED AND FOUND IN GOOD CONDITION. IT IS LOCATED 1.65 MILES
 BV1595'SOUTH OF ELLISVILLE, ABOUT 0.1 MILE EAST OF U.S. HIGHWAY 11 AND
 BV1595'NEAR THE SCHOOL POWER PLANT. IT IS A FOUR-LEGGED STEEL STRUCTURE,
 BV1595'PAINTED SILVER, WITH A CONICAL ROOF AND AN OVAL BOTTOM. THE HEIGHT
 BV1595'IS ABOUT 120 FEET.
 BV1595
 BV1595                          STATION RECOVERY (1956)
 BV1595
 BV1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1595'THE STATION WAS VISITED 9-13-56 AND WAS FOUND IN GOOD CONDITION.
 BV1595'
 BV1595'IT IS LOCATED 1.9 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE
 BV1595'RAILROAD STATION IN ELLISVILLE AND ON THE NORTHWEST SIDE OF THE
 BV1595'RAILROAD TRACK, BETWEEN THE HIGHWAY AND THE TRACKS. IT IS A FOUR
 BV1595'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP. IT IS ABOUT
 BV1595'125 FEET HIGH.
 BV1595
 BV1595                          STATION RECOVERY (1966)
 BV1595
 BV1595'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1595'THE STATION SITE WAS VISITED 1-12-66 AND WAS FOUND IN GOOD CONDITION.
 BV1595'
 BV1595'TO REACH THE STATION FROM THE NORTH ENTRANCE OF THE COURTHOUSE IN
 BV1595'ELLISVILLE GO WEST FOR 0.15 MILES TO U.S. HIGHWAY 11, TURN LEFT AND
 BV1595'GO 1.9 MILES TO A DRIVE ON THE LEFT AND CONTINUE FOR 0.1 MILES TO
 BV1595'THE STATION ON THE RIGHT.
 BV1595
 BV1595                          STATION RECOVERY (2007)
 BV1595
 BV1595'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BV1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1596 ***********************************************************************
 BV1596  DESIGNATION -  ELLISVILLE MUNICIPAL TANK
 BV1596  PID         -  BV1596
 BV1596  STATE/COUNTY-  MS/JONES
 BV1596  USGS QUAD   -  ELLISVILLE (1982)
 BV1596
 BV1596                         *CURRENT SURVEY CONTROL
 BV1596  ___________________________________________________________________
 BV1596* NAD 83(1993)-  31 35 59.36765(N)    089 11 56.24091(W)     ADJUSTED  
 BV1596* NAVD 88     -              **(meters)            **(feet)            
 BV1596  ___________________________________________________________________
 BV1596  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BV1596  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BV1596  HORZ ORDER  -  THIRD
 BV1596
 BV1596.The horizontal coordinates were established by classical geodetic methods
 BV1596.and adjusted by the National Geodetic Survey in May 1994.
 BV1596
 BV1596
 BV1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1596
 BV1596.The geoid height was determined by GEOID03.
 BV1596
 BV1596;                    North         East     Units Scale Factor Converg.
 BV1596;SPC MS E     -   232,836.723   265,303.601   MT  0.99996484   -0 11 29.7
 BV1596;SPC MS E     -   763,898.48    870,416.90   sFT  0.99996484   -0 11 29.7
 BV1596;UTM  16      - 3,498,178.982   291,376.569   MT  1.00013683   -1 09 09.5
 BV1596
 BV1596                          SUPERSEDED SURVEY CONTROL
 BV1596
 BV1596  NAD 83(1986)-  31 35 59.38187(N)    089 11 56.24063(W) AD(       ) 4
 BV1596  NAD 27      -  31 35 58.78600(N)    089 11 56.02500(W) AD(       ) 3
 BV1596
 BV1596.Superseded values are not recommended for survey control.
 BV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1596.See file dsdata.txt to determine how the superseded data were derived.
 BV1596
 BV1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9137798179(NAD 83)
 BV1596_MARKER: 53 = ELEVATED TANK
 BV1596
 BV1596  HISTORY     - Date     Condition        Report By
 BV1596  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1596  HISTORY     - 1956     GOOD             CGS
 BV1596  HISTORY     - 1956     GOOD             CGS
 BV1596  HISTORY     - 1966     GOOD             MSHD
 BV1596
 BV1596                          STATION DESCRIPTION
 BV1596
 BV1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1596'AT THE CITY OF ELLISVILLE. THE CENTER OF THE BLACK MUNICIPAL
 BV1596'WATER SUPPLY TANK.
 BV1596'
 BV1596'CUT IN FROM STATIONS ELLZEY AND ELLISVILLE.
 BV1596
 BV1596                          STATION RECOVERY (1956)
 BV1596
 BV1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1596'THE STATION WAS RECOVERED IN GOOD CONDITION. THE STATION IS THE
 BV1596'CENTER OF THE TOP OF THE MUNICIPAL WATER TANK. THE STATION IS
 BV1596'LOCATED NEAR THE SOUTH EDGE OF ELLISVILLE. IT IS A FOUR LEGGED
 BV1596'STEEL STRUCTURE, PAINTED SILVER. IT HAS A CONICAL ROOF AND AN OVAL
 BV1596'BOTTOM. THE HEIGHT IS ABOUT 120 FEET.
 BV1596
 BV1596                          STATION RECOVERY (1956)
 BV1596
 BV1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1596'THE STATION WAS VISITED 9-13-56 AND FOUND IN GOOD CONDITION.
 BV1596'
 BV1596'THE STATION IS LOCATED AT THE SOUTH EDGE OF ELLISVILLE, 0.4 MILES
 BV1596'SOUTH OF THE RAILROAD STATION AND ON THE EAST SIDE OF THE TRACK.
 BV1596'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.
 BV1596'IT IS 125 FEET HIGH.
 BV1596
 BV1596                          STATION RECOVERY (1966)
 BV1596
 BV1596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1596'THE STATION SITE WAS VISITED 1-12-66 AND WAS FOUND IN GOOD
 BV1596'CONDITION.
 BV1596'
 BV1596'THE STATION IS REACHED FROM THE WEST ENTRANCE OF THE COURTHOUSE
 BV1596'ON COURT STREET IN ELLISVILLE GO SOUTH FOR 0.35 MILES TO THE
 BV1596'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2366 ***********************************************************************
 BW2366  DESIGNATION -  ELMO
 BW2366  PID         -  BW2366
 BW2366  STATE/COUNTY-  MS/JEFFERSON
 BW2366  USGS QUAD   -  KIRBY (1988)
 BW2366
 BW2366                         *CURRENT SURVEY CONTROL
 BW2366  ___________________________________________________________________
 BW2366* NAD 83(1993)-  31 37 15.66313(N)    090 56 16.73205(W)     ADJUSTED  
 BW2366* NAVD 88     -       114.19   (+/-2cm)     374.6    (feet)  VERTCON   
 BW2366  ___________________________________________________________________
 BW2366  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BW2366  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW2366  HORZ ORDER  -  SECOND
 BW2366  VERT ORDER  -  THIRD ? (See Below)
 BW2366
 BW2366.The horizontal coordinates were established by classical geodetic methods
 BW2366.and adjusted by the National Geodetic Survey in May 1994.
 BW2366
 BW2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2366.The vertical order pertains to the NGVD 29 superseded value.
 BW2366
 BW2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2366
 BW2366.The geoid height was determined by GEOID03.
 BW2366
 BW2366;                    North         East     Units Scale Factor Converg.
 BW2366;SPC MS W     -   235,287.206   642,633.557   MT  0.99999057   -0 19 01.3
 BW2366;SPC MS W     -   771,938.11  2,108,373.59   sFT  0.99999057   -0 19 01.3
 BW2366;UTM  15      - 3,500,275.335   695,584.721   MT  1.00007182   +1 04 53.2
 BW2366
 BW2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2366!SPC MS W     -   0.99998616  x   0.99999057  =   0.99997673
 BW2366!UTM  15      -   0.99998616  x   1.00007182  =   1.00005798
 BW2366
 BW2366|---------------------------------------------------------------------|
 BW2366| PID    Reference Object                     Distance      Geod. Az  |
 BW2366|                                                           dddmmss.s |
 BW2366| CY3527 ELMO RM 1                            21.101 METERS 13053     |
 BW2366| BW2367 OLDENBURG                           APPROX. 7.2 KM 2305340.1 |
 BW2366| CY3526 ELMO AZ MK                                         3272805.3 |
 BW2366| CY3528 ELMO RM 2                            19.187 METERS 33241     |
 BW2366|---------------------------------------------------------------------|
 BW2366
 BW2366                          SUPERSEDED SURVEY CONTROL
 BW2366
 BW2366  NAD 83(1986)-  31 37 15.67820(N)    090 56 16.72769(W) AD(       ) 2
 BW2366  NAD 27      -  31 37 15.07300(N)    090 56 16.36500(W) AD(       ) 2
 BW2366  NGVD 29 (07/19/86)  114.19   (m)          374.6    (f) LEVELING    3  
 BW2366
 BW2366.Superseded values are not recommended for survey control.
 BW2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2366.See file dsdata.txt to determine how the superseded data were derived.
 BW2366
 BW2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR9558500275(NAD 83)
 BW2366_MARKER: DS = TRIANGULATION STATION DISK
 BW2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2366
 BW2366  HISTORY     - Date     Condition        Report By
 BW2366  HISTORY     - 1947     MONUMENTED       CGS
 BW2366  HISTORY     - 1956     GOOD             CGS
 BW2366  HISTORY     - 1959     GOOD             USGS
 BW2366  HISTORY     - 1969     GOOD             MSHD
 BW2366
 BW2366                          STATION DESCRIPTION
 BW2366
 BW2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2366'THE STATION IS LOCATED AT THE CROSSROADS OF THE SMALL SETTLEMENT
 BW2366'OF ELMO.  THE MARK IS 175 FEET SOUTH OF THE APPROXIMATE
 BW2366'CENTER OF THE CROSSROADS, 39 FEET WEST OF THE APPROXIMATE
 BW2366'CENTERLINE OF THE ROAD, AND 21 FEET SOUTHWEST OF A 15-INCH
 BW2366'PINE TREE WITH A TRIANGULAR BLAZE.  THE MARK PROJECTS 4
 BW2366'INCHES AND THE DISK IS STAMPED ELMO 1947.
 BW2366'
 BW2366'REFERENCE MARK NO. 1 IS 69.23 FEET SOUTHEAST OF THE STATION,
 BW2366'AND 32 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 BW2366'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELMO
 BW2366'NO 1 1947.
 BW2366'
 BW2366'REFERENCE MARK NO. 2 IS 62.95 FEET NORTHWEST OF THE STATION,
 BW2366'AND 19 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 BW2366'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELMO
 BW2366'NO 2 1947.
 BW2366'
 BW2366'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION,
 BW2366'14 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 BW2366'AND 13 FEET SOUTH OF A 8-INCH PINE TREE.  THE MARK PROJECTS
 BW2366'4 INCHES AND THE DISK IS STAMPED ELMO 1947.
 BW2366'
 BW2366'TO REACH FROM THE COURTHOUSE IN MEADVILLE, GO WEST ON U.S.
 BW2366'HIGHWAY 84 FOR 0.5 MILE, TURN RIGHT AND GO NORTHWEST ON
 BW2366'A GRAVEL ROAD 3.3 MILES TO A ROAD FORK, THEN TAKE THE RIGHT
 BW2366'ROAD AND CONTINUE NORTHWEST 6.3 MILES TO A T-ROAD JUNCTION,
 BW2366'GO RIGHT 0.15 MILE TO THE OLENBURY STORE AND POST OFFICE,
 BW2366'CONTINUE EAST ON THE MAIN GRAVEL ROAD FOR 3.2 MILES TO A
 BW2366'ROAD FORK, GO LEFT FOR 0.94 MILE TO AN ANOTHER ROAD FORK,
 BW2366'CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO A CROSSROADS AND
 BW2366'THE STATION ON THE LEFT.
 BW2366'
 BW2366'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2366
 BW2366                          STATION RECOVERY (1956)
 BW2366
 BW2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2366'THE STATION WAS VISITED 5-24-56 AND ALL MARKS WERE FOUND
 BW2366'IN GOOD CONDITION.  THE 1947 DESCRIPTION BY C.A.E. IS ADEQUATE,
 BW2366'WITH A NEW DESCRIPTION TO REACH THE STATION, WHICH FOLLOWS--
 BW2366'
 BW2366'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BW2366'20 AND U.S. HIGHWAY 61 IN FAYETTE, GO EAST ON STATE HIGHWAY
 BW2366'20 FOR 6.85 MILES TO A CROSSROAD AND A STORE IN THE SOUTHEAST
 BW2366'ANGLE, TURN RIGHT, SOUTH, AND GO 3.6 MILES TO A T-ROAD,
 BW2366'TURN RIGHT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BW2366'CONTINUE SOUTH FOR 0.1 MILE TO A SIDE ROAD RIGHT LEADING
 BW2366'TO THE ELMO BAPTIST CHURCH AND THE STATION IN THE SOUTHWEST
 BW2366'ANGLE ABOUT 175 FEET SOUTH OF THE INTERSECTION.
 BW2366
 BW2366                          STATION RECOVERY (1959)
 BW2366
 BW2366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2366'STATION RECOVERED IN GOOD CONDITION.
 BW2366'
 BW2366'TO REACH GO ABOUT 10.0 MILES N AND 3.0 MILES W OF MEADVILLE,
 BW2366'IN THE SMALL SETTLEMENT OF ELMO, ABOUT 300 FEET E OF ELMO
 BW2366'CHURCH, 170 FEET S ALONG ROAD FROM T-ROAD W AND 39 FEET
 BW2366'W (NORMAL TO ROAD) IN A CONCRETE POST A STANDARD TABLET
 BW2366'STAMPED ELMO 1947.
 BW2366
 BW2366                          STATION RECOVERY (1969)
 BW2366
 BW2366'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2366'THE STATION WAS VISITED 12-9-69 AND THE STATION MARK, REFERENCE
 BW2366'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2366'AZIMUTH WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED.
 BW2366'
 BW2366'THE STATION IS LOCATED 9.8 MILES SOUTHEAST OF FAYETTE, 9.8
 BW2366'MILES SOUTHWEST OF UNION CHURCH, 10.5 MILES NORTHWEST OF
 BW2366'MEADVILLE IN THE COMMUNITY OF ELMO IN THE NORTHWEST 1/4
 BW2366'OF SECTION 32, T 8N, R 3E, AND ON PROPERTY OWNED BY MR.
 BW2366'B.J. PRATHER.  IT IS 48 FEET SOUTHWEST OF THE CENTER OF
 BW2366'A GRAVELED ROAD, 170 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 BW2366'ROAD, 12.5 FEET SOUTHWEST OF A FENCE, 43.5 FEET SOUTH OF
 BW2366'A T-FENCE CORNER, 17 FEET SOUTHWEST OF THE EDGE OF A 9 FOOT
 BW2366'BANK, 92 FEET WEST OF A POWER LINE POLE WITH GUY WIRES AND
 BW2366'1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BW2366'
 BW2366'IT IS A C AND GS TRIANGULATION DISK, STAMPED ELMO 1947
 BW2366'PROJECTING 6 INCHES.
 BW2366'
 BW2366'REFERENCE MARK NO. 1 IS 69.23 FEET SOUTHEAST OF THE STATION.
 BW2366'IT IS 40 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2366'90 FEET SOUTHWEST OF A POWER LINE POLE WITH GUY WIRES, 4
 BW2366'FEET SOUTHWEST OF A FENCE, 10 FEET SOUTHWEST OF THE EDGE
 BW2366'OF A 7 FOOT BANK AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BW2366'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2366'1947 ELMO NO 1 PROJECTING 4 INCHES.
 BW2366'
 BW2366'REFERENCE MARK NO. 2 IS 62.95 FEET NORTHWEST OF THE STATION.
 BW2366'IT IS 82 FEET SOUTH OF THE CENTER OF A T-INTERSECTION, 31
 BW2366'FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 BW2366'SOUTHWEST OF THE EDGE OF AN 8 FOOT BANK AND 1 FOOT SOUTHWEST
 BW2366'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2366'MARK DISK, STAMPED 1947 ELMO NO 2 PROJECTING 4 INCHES.
 BW2366'
 BW2366'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 BW2366'AND STATE HIGHWAY 28 NEAR THE EAST ENTRANCE TO THE JEFFERSON
 BW2366'COUNTY COURTHOUSE IN FAYETTE GO EAST ON STATE HIGHWAY 28
 BW2366'FOR 7.4 MILES TO A CROSSROADS.  TURN RIGHT (SOUTH) AND CONTINUE
 BW2366'ON A GRAVELED ROAD FOR 4.2 MILES TO A SIDE ROAD LEADING
 BW2366'PAST THE ELMO BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 BW2366'
 BW2366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.8 MILES
 BW2366'SOUTHEAST OF FAYETTE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1763 ***********************************************************************
 DK1763  DESIGNATION -  ELMWOOD
 DK1763  PID         -  DK1763
 DK1763  STATE/COUNTY-  MS/LEFLORE
 DK1763  USGS QUAD   -  GREENWOOD (1982)
 DK1763
 DK1763                         *CURRENT SURVEY CONTROL
 DK1763  ___________________________________________________________________
 DK1763* NAD 83(1993)-  33 30 08.85704(N)    090 14 37.14889(W)     ADJUSTED  
 DK1763* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 DK1763  ___________________________________________________________________
 DK1763  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DK1763  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK1763  HORZ ORDER  -  THIRD
 DK1763
 DK1763.The horizontal coordinates were established by classical geodetic methods
 DK1763.and adjusted by the National Geodetic Survey in May 1994.
 DK1763
 DK1763.The orthometric height was scaled from a topographic map.
 DK1763
 DK1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1763
 DK1763.The geoid height was determined by GEOID03.
 DK1763
 DK1763;                    North         East     Units Scale Factor Converg.
 DK1763;SPC MS W     -   443,767.515   708,332.723   MT  0.99995086   +0 02 58.2
 DK1763;SPC MS W     - 1,455,927.26  2,323,921.61   sFT  0.99995086   +0 02 58.2
 DK1763;UTM  15      - 3,710,393.222   756,056.014   MT  1.00040840   +1 31 20.1
 DK1763
 DK1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1763!SPC MS W     -   0.99999788  x   0.99995086  =   0.99994874
 DK1763!UTM  15      -   0.99999788  x   1.00040840  =   1.00040628
 DK1763
 DK1763:                Primary Azimuth Mark                     Grid Az
 DK1763:SPC MS W     -  ELMWOOD AZ MK                            007 25 52.3
 DK1763:UTM  15      -  ELMWOOD AZ MK                            005 57 30.4
 DK1763
 DK1763|---------------------------------------------------------------------|
 DK1763| PID    Reference Object                     Distance      Geod. Az  |
 DK1763|                                                           dddmmss.s |
 DK1763| CY6010 ELMWOOD AZ MK                                      0072850.5 |
 DK1763| DK1766 GREENWOOD RAD WABG CEN MAST         APPROX. 6.8 KM 0311357.5 |
 DK1763| DK1768 GREENWOOD RADIO STA WGRM MAST       APPROX. 5.7 KM 0521500.1 |
 DK1763| DK1765 GREENWOOD YAZOO V OIL MILL TK       APPROX. 3.8 KM 0650045.6 |
 DK1763| DK1756 GREENWOOD COMMUNITY TV MAST         APPROX. 9.7 KM 0704219.4 |
 DK1763| DK1764 GREENWOOD MUNICIPAL TANK            APPROX. 5.8 KM 0741259.2 |
 DK1763| DK1757 GREENWOOD COMPRESS CO TANK          APPROX. 6.6 KM 0773814.1 |
 DK1763| DK1761 GREENWOOD RAD STA KKA 987 MAST      APPROX. 6.0 KM 0791229.5 |
 DK1763| CY6011 ELMWOOD RM 1                         28.313 METERS 08607     |
 DK1763| CY6012 ELMWOOD RM 2                         26.619 METERS 22628     |
 DK1763|---------------------------------------------------------------------|
 DK1763
 DK1763                          SUPERSEDED SURVEY CONTROL
 DK1763
 DK1763  NAD 83(1986)-  33 30 08.86810(N)    090 14 37.14570(W) AD(       ) 3
 DK1763  NAD 27      -  33 30 08.43740(N)    090 14 36.84480(W) AD(       ) 3
 DK1763
 DK1763.Superseded values are not recommended for survey control.
 DK1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1763.See file dsdata.txt to determine how the superseded data were derived.
 DK1763
 DK1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5605610393(NAD 83)
 DK1763_MARKER: DS = TRIANGULATION STATION DISK
 DK1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1763
 DK1763  HISTORY     - Date     Condition        Report By
 DK1763  HISTORY     - 1957     MONUMENTED       CGS
 DK1763  HISTORY     - 1960     GOOD             MSHD
 DK1763  HISTORY     - 1968     GOOD             CGS
 DK1763  HISTORY     - 1971     GOOD             NGS
 DK1763  HISTORY     - 19740501 GOOD             USGS
 DK1763
 DK1763                          STATION DESCRIPTION
 DK1763
 DK1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1763'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF GREENWOOD,
 DK1763'4-1/2 MILES EAST OF ITTA BENA, 0.4 MILE EAST OF THE YAZOO
 DK1763'RIVER, ON THE SOUTH SIDE OF THE COLUMBUS AND GREENWOOD RAILROAD,
 DK1763'ON THE ELMWOOD PLANTATION.  IT IS 45 FEET SOUTH OF THE SOUTH RAIL
 DK1763'OF THE MAIN LINE, 47 FEET EAST OF THE NORTHEAST CORNER OF A
 DK1763'COVERED LOADING RAMP, 32 FEET NORTH OF A GALVANIZED GRAIN BIN
 DK1763'AND 85 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT
 DK1763'IS FLUSH AND THE DISK IS STAMPED ELMWOOD 1957.
 DK1763'
 DK1763'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 DK1763'OF U.S. HIGHWAYS 82 AND 49E WITH STRONG AVENUE AT THE NORTHWEST
 DK1763'EDGE OF GREENWOOD, GO WEST ON STRONG AVENUE FOR 0.05 MILE TO
 DK1763'TWELFTH STREET.  TURN RIGHT AND GO NORTH ON TWELFTH STREET
 DK1763'FOR 0.1 MILE TO THE JUNCTION OF TWELFTH STREET WITH RIVER ROAD.
 DK1763'TURN LEFT AND GO WEST ON RIVER ROAD FOR 1.3 MILES TO THE END OF
 DK1763'THE PAVEMENT.  CONTINUE WEST AND SOUTHWEST ON RIVER ROAD
 DK1763'(GRAVELED) FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DK1763'
 DK1763'CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 0.65 MILE TO A RAILROAD
 DK1763'CROSSING AND A TRACK ROAD LEFT WITH A U.S. GEOLOGICAL SURVEY
 DK1763'BENCH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  TURN
 DK1763'LEFT AND GO EAST ALONGTHE SOUTH SIDE OF THE RAILROAD TRACKS
 DK1763'FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 DK1763'
 DK1763'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE SOUTH RAIL OF THE
 DK1763'RAILROAD TRACK, 2 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 DK1763'FIELD AND 87 FEET SOUTHWEST OF A RAILROAD SIDING SWITCH.
 DK1763'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ELMWOOD
 DK1763'NO 1 1957.
 DK1763'
 DK1763'REFERENCE MARK 2 IS 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE
 DK1763'LOADING RAMP, 11 FEET EAST OF THE SOUTHEAST CORNER OF A
 DK1763'COTTON GIN BUILDING AND 4 FEET SOUTH OF A WHITE WITNESS POST.
 DK1763'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ELMWOOD NO 2
 DK1763'1957.
 DK1763'
 DK1763'THE AZIMUTH MARK IS 13 FEET SOUTHWEST OF THE CENTERLINE OF
 DK1763'A DRIVEWAY, 24 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED
 DK1763'ROAD, 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 DK1763'HOUSE AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 DK1763'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ELMWOOD 1957.
 DK1763'
 DK1763'TT 17 L(USGS) IS 17 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 DK1763'ROAD, 13 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 DK1763'14 FEET WEST OF A POWER LINE POLE, 3.8 FEET EAST OF A POWER
 DK1763'LINE POLE GUY WIRE AND 45 FEET SOUTH OF THE SOUTH RAIL OF THE
 DK1763'RAILROAD.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 DK1763'MARK DISK SET IN CONCRETE, 8 INCHES BELOW THE SURFACE OF THE
 DK1763'GROUND AND THE DISK IS STAMPED TT STA NO 17L 1928 MISS.
 DK1763'
 DK1763'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1763
 DK1763                          STATION RECOVERY (1960)
 DK1763
 DK1763'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1763'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND AS
 DK1763'DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DK1763'
 DK1763'THIS STATION WAS NOT OCCUPIED.
 DK1763
 DK1763                          STATION RECOVERY (1968)
 DK1763
 DK1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK1763'THE STATION WAS VISITED 5-20-68 AND THE STATION MARK, RM NO. 1
 DK1763'AND NO. 2, TT 17L 1928 (USGS) AND THE AZIMUTH MARK WERE FOUND IN
 DK1763'GOOD CONDITION.  THE OLD GIN AT THE STATION MARK IS NOT IN
 DK1763'USE AT PRESENT AND MAY SOON BE TORN DOWN.  A NEW DESCRIPTION
 DK1763'FOLLOWS--
 DK1763'
 DK1763'THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF GREENWOOD AND
 DK1763'4.4 MILES EAST-NORTHEAST OF ITTA BENA, IN THE NE 1/4 OF SEC.
 DK1763'24, T 19 N, R 1 W, ON PROPERTY OWNED BY THE ELMWOOD PLANTATION.
 DK1763'IT IS 45 FEET SOUTH OF THE MAIN RAIL OF A RAILROAD TRACKS, 32
 DK1763'FEET NORTH-NORTHWEST OF THE NORTH GRAIN BIN, 47 FEET EAST OF
 DK1763'THE NORTHEAST CORNER OF A LOADING RAMP, 25 FEET WEST-NORTHWEST
 DK1763'OF A POWER POLE AND 5 FEET NORTHWEST OF A GUY WIRE AND 1 FOOT
 DK1763'WEST OF A METAL WITNESS POST.  IT IS A STANDARD TRIANGULATION
 DK1763'DISK STAMPED ELMWOOD 1957 FLUSH WITH THE GROUND.
 DK1763'
 DK1763'REFERENCE MARK NO. 1 IS 92.89 FEET EAST OF THE STATION.  IT
 DK1763'IS 25 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 69.5
 DK1763'FEET NORTHEAST OF A POWER POLE AND 87 FEET SOUTHWEST OF A
 DK1763'SWITCHSTAND, 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DK1763'STANDARD REFERENCE MARK DISK STAMPED ELMWOOD NO 1 1957,
 DK1763'PROJECTING 4-INCHES.
 DK1763'
 DK1763'REFERENCE MARK NO. 2 IS 87.34 FEET SOUTHWEST OF STATION.  IT
 DK1763'IS 17 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE GIN,
 DK1763'54 FEET WEST OF THE SOUTH GRAIN BIN, 12 FEET EAST OF THE EAST
 DK1763'WALL OF THE GIN, 1 FOOT EAST OF AN OLD CONCRETE FOUNDATION, AND 1
 DK1763'FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 DK1763'STAMPED ELMWOOD NO 2 1957, PROJECTS 4-INCHES.
 DK1763'
 DK1763'TT 17L (USGS) IS ABOUT 0.15 MILE WEST OF THE STATION IN THE
 DK1763'SOUTHEAST ANGLE OF A ROAD CROSSING.  IT IS 44 FEET SOUTH OF
 DK1763'THE SOUTH RAIL, MEASURING PARALLEL TO THE GRAVEL ROAD, 12 FEET
 DK1763'EAST OF THE CENTERLINE OF A GRAVELED ROAD, IN THE SHOULDER OF THE
 DK1763'ROAD, 34 FEET EAST OF A POWER POLE, 3 FEET NORTH OF A ROW OF
 DK1763'POLES, LEADING TOWARD THE GIN, 45.5 FEET NORTHWEST OF A
 DK1763'TELEPHONE POLE, 95 FEET SOUTH-SOUTHWEST OF A POWER POLE NORTH OF
 DK1763'TRACKS.  IT IS A U.S. GEOLOGICAL SURVEY DISK STAMPED TT STA NO
 DK1763'17 L 1928 MISS., 12-INCHES BELOW THE SURFACE OF THE
 DK1763'GROUND.
 DK1763'
 DK1763'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 1 FOOT
 DK1763'SOUTHEAST OF A METAL WITNESS POST AND YARD FENCE, 44 FEET
 DK1763'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 24 FEET NORTHWEST OF THE
 DK1763'CENTER OF A GRAVEL ROAD, 19.5 FEET SOUTHWEST OF A T FENCE
 DK1763'CORNER, 121 FEET SOUTHWEST OF A POWER POLE, 53 FEET NORTHEAST
 DK1763'OF THE SOUTHWEST CORNER OF A YARD FENCE, 40 FEET SOUTHEAST
 DK1763'OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  IT IS A STANDARD
 DK1763'AZIMUTH MARK DISK STAMPED ELMWOOD 1957, PROJECTING 2-INCHES.
 DK1763'
 DK1763'TO REACH THE STATION FROM THE SOUTH ENTRANCE OF THE
 DK1763'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD, GO WEST ON STRONG AVE.
 DK1763'FOR 0.25 MILE TO U.S. HIGHWAY 80, CONTINUE WEST ON STRONG AVE.
 DK1763'FOR ABOUT 100 YARDS TO TWELFTH ST., TURN RIGHT FOR ABOUT 100
 DK1763'YARDS TO RIVER ROAD, TURN LEFT AND GO NORTHWEST AND WEST
 DK1763'FOR 2.55 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 DK1763'FOR 0.5 MILE TO THE RAILROAD TRACKS AND TT 17L (USGS), TURN
 DK1763'LEFT AFTER CROSSING TRACK AND GO EAST ON THE SOUTH SIDE OF THE
 DK1763'TRACKS FOR 0.15 MILE TO AN ABANDONDED COTTON GIN, GO AROUND
 DK1763'THE GIN ON THE SOUTH SIDE TO THE STATION, NORTH OF GRAIN
 DK1763'BINS.
 DK1763'
 DK1763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES
 DK1763'SW OF GREENWOOD.
 DK1763
 DK1763                          STATION RECOVERY (1971)
 DK1763
 DK1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RAM)
 DK1763'THE STATION WAS VISITED 1/2/71 AND THE STATION MARK, REFERENCE
 DK1763'MARK, NO. 1, NO. 2, AZIMUTH MARK AND TT 17L 1928 WERE FOUND
 DK1763'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 DK1763'
 DK1763'THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF GREENWOOD AND
 DK1763'4.4 MILES EAST-NORTHEAST OF ITTA BENA, IN THE NORTHEAST,
 DK1763'1/4 OF SECTION 24, T19N, R1W, AND ON PROPERTY OWNED BY ELMWOOD
 DK1763'PLANTATION.  IT IS 45 FEET SOUTH OF THE MAIN RAIL OF A RAILROAD
 DK1763'TRACK, 32 FEET NORTH-NORTHWEST OF THE NORTH GRAIN BIN, 43 FEET
 DK1763'EAST-SOUTHEAST OF A POWER POLE, AND ONE FOOT WEST OF A METAL
 DK1763'WITNESS POST.  THE OLD GIN AT THE STATION MARK WAS TORN DOWN
 DK1763'AND ONLY THE SLAB REMAINS.  THE GRAIN BINS ARE STILL IN USE.
 DK1763'IT IS A STANDARD TRIANGULATION DISK STAMPED ELMWOOD 1957 AND
 DK1763'IS LEVEL WITH THE GROUND.
 DK1763'
 DK1763'REFERENCE MARK NO. 1 IS 92.89 FEET EAST OF THE STATION.  IT IS
 DK1763'25 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 87 FEET
 DK1763'SOUTHWEST OF A SWITCHSTAND, AND 1 FOOT NORTH OF A METAL WITNESS
 DK1763'POST.  IT IS A STANDARD DISK STAMPED ELMWOOD NO. 1 1957
 DK1763'PROJECTING 4 INCHES.
 DK1763'
 DK1763'REFERENCE MARK NO. 2 IS 87.34 FEET SOUTHWEST OF THE STATION.
 DK1763'IT IS 17 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD GIN
 DK1763'SLAB, 54 FEET WEST OF THE NORTH GRAIN BIN, AND 12 FEET EAST OF
 DK1763'THE EAST WALL OF THE GIN SLAB, 1 FOOT EAST OF AN OLD CONCRETE
 DK1763'FOUNDATION, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 DK1763'A STANDARD REFERENCE MARK DISK STAMPED ELMWOOD NO. 2 1957,
 DK1763'PROJECTING 4 INCHES.
 DK1763'
 DK1763'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION.  IT IS 1 FOOT
 DK1763'SOUTHEAST OF A METAL WITNESS POST AND A YARD FENCE, 14 FEET
 DK1763'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 14 FEET NORTHWEST OF
 DK1763'THE CENTER OF A GRAVEL ROAD, 19.5 FEET SOUTH OF A FENCE CORNER,
 DK1763'12 FEET SOUTHWEST OF A POWER POLE, 53 FEET NORTHEAST OF THE
 DK1763'SOUTHWEST CORNER OF A YARD FENCE AND 40 FEET NORTHEAST OF THE
 DK1763'SOUTHEAST CORNER OF A FRAMEHOUSE.  IT IS A STANDARD AZIMUTH
 DK1763'MARK DISK, STAMPED ELMWOOD 1957, PROJECTING 2 INCHES.
 DK1763'
 DK1763'TO REACH THE STATION FROM THE SOUTH ENTRANCE OF THE
 DK1763'GREENWOOD-LEFLORE HOSPITAL IN GREENWOOD, GO WEST ON STRONG AVENUE
 DK1763'FOR 0.25 MILE TO U.S. HIGHWAY 82, CONTINUE WEST ON STRONG
 DK1763'AVENUE FOR ABOUT 100 YARDS TO TWELFTH STREET, TURN RIGHT FOR
 DK1763'ABOUT 100 YARDS TO THE RIVER ROAD, TURN LEFT AND GO NORTHWEST
 DK1763'AND WEST FOR 2.55 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 DK1763'CONTINUE SOUTH FOR 0.5 MILE TO THE RAILROAD TRACKS AND TT 17 L
 DK1763'(USGS), TURN LEFT AFTER CROSSING TRACKS AND GO EAST ON THE
 DK1763'SOUTH SIDE OF THE TRACKS FOR 0.15 MILE TO AN OLD COTTON GIN
 DK1763'SITE.  THE STATION IS ON THE EAST SIDE OF THE OLD GIN SLAB AND
 DK1763'NORTH OF THE GRAIN BINS.
 DK1763'
 DK1763'TT 17L (USGS) IS ABOUT 0.15 MILE WEST OF THE STATION IN THE
 DK1763'SOUTHEAST ANGLE OF A ROAD CROSSING, IT IS 44 FEET SOUTH OF THE
 DK1763'SOUTH RAIL, MEASURING PARRALLEL TO THE GRAVEL ROAD, IN THE
 DK1763'SHOULDER OF THE ROAD, 32 FEET EAST OF A POWER POLE, 3 FEET
 DK1763'NORTH OF A ROW OF POLES LEADING TOWARD THE GIN, 45.5 FEET
 DK1763'NORTHWEST OF A TELEPHONE POLE, 95 FEET SOUTH-SOUTHWEST OF A
 DK1763'POWER POLE NORTH OF THE TRACKS.
 DK1763'
 DK1763'IT IS A USGS DISK STAMPED TT 17L 1928 AND 12 INCHES BELOW THE
 DK1763'SURFACE OF THE GROUND.
 DK1763'
 DK1763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES
 DK1763'SOUTHWEST OF GREENWOOD.
 DK1763
 DK1763                          STATION RECOVERY (1974)
 DK1763
 DK1763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DK1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AB3311 ***********************************************************************
 AB3311  DESIGNATION -  EMC 1
 AB3311  PID         -  AB3311
 AB3311  STATE/COUNTY-  MS/CARROLL
 AB3311  USGS QUAD   -  GRAVEL HILL (1982)
 AB3311
 AB3311                         *CURRENT SURVEY CONTROL
 AB3311  ___________________________________________________________________
 AB3311* NAD 83(2007)-  33 29 13.85088(N)    090 00 19.93707(W)     ADJUSTED  
 AB3311* NAVD 88     -       100.4    (meters)     329.     (feet)  GPS OBS   
 AB3311  ___________________________________________________________________
 AB3311  EPOCH DATE  -        2002.00
 AB3311  X           -       -,514.694 (meters)                     COMP
 AB3311  Y           -  -5,324,915.815 (meters)                     COMP
 AB3311  Z           -   3,499,189.344 (meters)                     COMP
 AB3311  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AB3311  ELLIP HEIGHT-          73.909 (meters)          (02/10/07) ADJUSTED
 AB3311  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AB3311
 AB3311  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB3311  Type    PID    Designation                      North   East  Ellip
 AB3311  -------------------------------------------------------------------
 AB3311  NETWORK AB3311 EMC 1                             0.84   0.86   3.04
 AB3311  -------------------------------------------------------------------
 AB3311
 AB3311.The horizontal coordinates were established by GPS observations
 AB3311.and adjusted by the National Geodetic Survey in February 2007.
 AB3311
 AB3311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB3311.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB3311.The horizontal coordinates are valid at the epoch date displayed above.
 AB3311.The epoch date for horizontal control is a decimal equivalence
 AB3311.of Year/Month/Day.
 AB3311
 AB3311.The orthometric height was determined by GPS observations and a
 AB3311.high-resolution geoid model.
 AB3311
 AB3311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3311
 AB3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3311
 AB3311.The ellipsoidal height was determined by GPS observations
 AB3311.and is referenced to NAD 83.
 AB3311
 AB3311.The geoid height was determined by GEOID03.
 AB3311
 AB3311;                    North         East     Units Scale Factor Converg.
 AB3311;SPC MS W     -   442,117.381   730,462.600   MT  0.99996144   +0 10 51.1
 AB3311;SPC MS W     - 1,450,513.44  2,396,526.05   sFT  0.99996144   +0 10 51.1
 AB3311;UTM  15      - 3,709,311.769   778,232.633   MT  1.00055452   +1 39 11.7
 AB3311;UTM  16      - 3,709,341.539   220,737.847   MT  1.00056160   -1 39 33.8
 AB3311
 AB3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3311!SPC MS W     -   0.99998840  x   0.99996144  =   0.99994984
 AB3311!UTM  15      -   0.99998840  x   1.00055452  =   1.00054291
 AB3311!UTM  16      -   0.99998840  x   1.00056160  =   1.00054999
 AB3311
 AB3311                          SUPERSEDED SURVEY CONTROL
 AB3311
 AB3311  ELLIP H (03/26/02)   73.841  (m)                       GP(       ) 1 2
 AB3311  NAD 83(1993)-  33 29 13.85077(N)    090 00 19.93697(W) AD(       ) A
 AB3311  ELLIP H (05/17/96)   73.926  (m)                       GP(       ) 1 2
 AB3311
 AB3311.Superseded values are not recommended for survey control.
 AB3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3311.See file dsdata.txt to determine how the superseded data were derived.
 AB3311
 AB3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7823309312(NAD 83)
 AB3311_MARKER: Z = SEE DESCRIPTION
 AB3311_SETTING: 0 = UNSPECIFIED SETTING
 AB3311_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3311+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 AB3311
 AB3311  HISTORY     - Date     Condition        Report By
 AB3311  HISTORY     - 1994     MONUMENTED       USE
 AB3311  HISTORY     - 20050328 GOOD             INDIV
 AB3311
 AB3311                          STATION DESCRIPTION
 AB3311
 AB3311'DESCRIBED BY US ENGINEERS 1994
 AB3311'FROM COURTHOUSE IN CARROLTON, MS GO SOUTH ON HWY 17 FOR 0.7 MI TO HWY
 AB3311'82. TURN WEST ON HWY 82 FOR 4.8 MILES TO PAVED ROAD ON LEFT. TURN
 AB3311'SOUTH ON PAVED ROAD FOR 1.0 MILES TO GRAVEL ROAD ON RIGHT. TURN RIGHT
 AB3311'ON GRAVEL ROAD FOR 0.7 MILES TO BARN. MONUMENT IS LOCATED 30 FEET
 AB3311'SOUTH ALONG FENCE LINE FOR CATTLE GAP.
 AB3311
 AB3311                          STATION RECOVERY (2005)
 AB3311
 AB3311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KWC)
 AB3311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2021 ***********************************************************************
 DJ2021  DESIGNATION -  EMORY
 DJ2021  PID         -  DJ2021
 DJ2021  STATE/COUNTY-  MS/CARROLL
 DJ2021  USGS QUAD   -  MURDOCK LAKE (1982)
 DJ2021
 DJ2021                         *CURRENT SURVEY CONTROL
 DJ2021  ___________________________________________________________________
 DJ2021* NAD 83(1993)-  33 15 19.95469(N)    089 53 32.27475(W)     ADJUSTED  
 DJ2021* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DJ2021  ___________________________________________________________________
 DJ2021  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DJ2021  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DJ2021  HORZ ORDER  -  SECOND
 DJ2021
 DJ2021.The horizontal coordinates were established by classical geodetic methods
 DJ2021.and adjusted by the National Geodetic Survey in May 1994.
 DJ2021
 DJ2021.The orthometric height was scaled from a topographic map.
 DJ2021
 DJ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2021
 DJ2021.The geoid height was determined by GEOID03.
 DJ2021
 DJ2021;                    North         East     Units Scale Factor Converg.
 DJ2021;SPC MS W     -   416,466.117   741,095.002   MT  0.99997081   +0 14 30.7
 DJ2021;SPC MS W     - 1,366,355.92  2,431,409.19   sFT  0.99997081   +0 14 30.7
 DJ2021;UTM  16      - 3,683,348.432   230,549.123   MT  1.00049525   -1 35 13.3
 DJ2021
 DJ2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2021!SPC MS W     -   0.99998146  x   0.99997081  =   0.99995227
 DJ2021!UTM  16      -   0.99998146  x   1.00049525  =   1.00047670
 DJ2021
 DJ2021|---------------------------------------------------------------------|
 DJ2021| PID    Reference Object                     Distance      Geod. Az  |
 DJ2021|                                                           dddmmss.s |
 DJ2021| CF9640 EMORY RM 1                           24.186 METERS 01250     |
 DJ2021| DJ2022 EMORY LOOKOUT TOWER 1959             22.161 METERS 02339     |
 DJ2021| DJ2002 WEST MUNICIPAL TANK                 APPROX.12.3 KM 1212730.6 |
 DJ2021| CF9639 EMORY AZ MK                                        1232204.3 |
 DJ2021| CF9641 EMORY RM 2                           22.306 METERS 25032     |
 DJ2021|---------------------------------------------------------------------|
 DJ2021
 DJ2021                          SUPERSEDED SURVEY CONTROL
 DJ2021
 DJ2021  NAD 83(1986)-  33 15 19.96633(N)    089 53 32.27145(W) AD(       ) 2
 DJ2021  NAD 27      -  33 15 19.51200(N)    089 53 31.97220(W) AD(       ) 2
 DJ2021
 DJ2021.Superseded values are not recommended for survey control.
 DJ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2021.See file dsdata.txt to determine how the superseded data were derived.
 DJ2021
 DJ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3054983348(NAD 83)
 DJ2021_MARKER: DS = TRIANGULATION STATION DISK
 DJ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2021+STABILITY: SURFACE MOTION
 DJ2021
 DJ2021  HISTORY     - Date     Condition        Report By
 DJ2021  HISTORY     - 1959     MONUMENTED       CGS
 DJ2021  HISTORY     - 1968     GOOD             MSHD
 DJ2021  HISTORY     - 19740412 GOOD             USGS
 DJ2021
 DJ2021                          STATION DESCRIPTION
 DJ2021
 DJ2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2021'STATION IS LOCATED AT THE SITE OF THE EMORY LOOKOUT TOWER, ON
 DJ2021'LAND OWNED BY THE MISSISSIPPI FOREST SERVICE, ABOUT 6-1/2 MILES
 DJ2021'WEST AND 4 MILES NORTH OF WEST, 8-1/2 MILES WEST AND 5-1/2 MILES
 DJ2021'SOUTH OF VAIDEN, IN THE NORTH-CENTRAL PART OF SECTION 9, T 16 N,
 DJ2021'R 4 E AND JUST NORTH OF THE HOLMES-CARROLL COUNTY LINE.
 DJ2021'
 DJ2021'REACHED FROM CROSSROADS JUST NORTH OF THE RAILROAD DEPOT IN
 DJ2021'WEST, BY GOING WEST ON MACADAM STREET, PASSING NORTH OF THE
 DJ2021'WATER TANK, FOR 0.55 MILE TO END OF MACADAM AT REVERSE FORK ON
 DJ2021'THE LEFT, CONTINUE WESTERLY ON GRAVEL ROAD FOR 0.1 MILE TO FORKS,
 DJ2021'TAKE LEFT FORK FOR 0.5 MILE TO FORKS, TAKE LEFT FORK, WESTERLY,
 DJ2021'FOR 5.25 MILES TO A SIDE ROAD LEFT AND STORE IN THE SOUTHEAST
 DJ2021'ANGLE OF INTERSECTION, CONTINUE ON GRAVEL ROAD, WEST THEN
 DJ2021'NORTH, FOR 1.9 MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 DJ2021'AHEAD, NORTHWESTERLY, FOR 0.4 MILE TO FORKS, TAKE RIGHT
 DJ2021'FORK FOR 0.4 MILE TO FORKS, TAKE RIGHT FORK, NORTHEASTERLY,
 DJ2021'FOR 1.15 MILES TO AN OLD BARN ON THE LEFT AND THE AZIMUTH
 DJ2021'MARK, CONTINUE NORTHERLY FOR 0.1 MILE TO A
 DJ2021'T-INTERSECTION, TURN LEFT, WEST, FOR 0.25 MILE TO DRIVEWAY
 DJ2021'LEADING TO LOOKOUT TOWER ON THE LEFT, TURN LEFT AND FOLLOW
 DJ2021'DRIVEWAY FOR 0.05 MILE TO LOOKOUT TOWER AND STATION.
 DJ2021'
 DJ2021'STATION MARKS ARE STANDARD DISKS, STAMPED EMORY 1959.  THE SURFACE
 DJ2021'MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 DJ2021'PROJECTING 5 INCHES.  IT IS 58.4 FEET SOUTH-SOUTHWEST OF THE
 DJ2021'SOUTHWEST LEG OF THE LOOKOUT TOWER, 19.5 FEET EAST OF A TRIANGLE
 DJ2021'BLAZE ON THE NORTH SIDE OF A 6-INCH PINE TREE AND 28 FEET
 DJ2021'NORTHWEST OF THE NORTHWEST EDGE OF A DEEP GULLY.  A METAL,
 DJ2021'WITNESS SIGNPOST WAS SET 1.2 FEET NORTH OF THE MARK.  THE
 DJ2021'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 32
 DJ2021'INCHES BELOW THE SURFACE OF THE GROUND.
 DJ2021'
 DJ2021'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EMORY NO 1 1959,
 DJ2021'CEMENTED IN A DRILL HOLE IN THE FOUNDATION OF THE NORTHWEST LEG
 DJ2021'OF THE LOOKOUT TOWER.
 DJ2021'
 DJ2021'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EMORY NO 2 1959, SET
 DJ2021'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 DJ2021'INCHES.  IT IS 114 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 DJ2021'LOOKOUT TOWER, 25 FEET EAST OF THE EAST END OF A GULLY AND 47.5
 DJ2021'FEET WEST OF THE TRIANGLE BLAZE.
 DJ2021'
 DJ2021'AZIMUTH MARK IS A STANDARD DISK, STAMPED EMORY 1959, SET IN THE
 DJ2021'TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT
 DJ2021'IS 134 FEET SOUTHEAST OF A POWERLINE POLE, 25 FEET NORTHEAST OF
 DJ2021'THE SOUTHEAST CORNER OF A BARN AND 15 FEET WEST OF THE CENTER OF
 DJ2021'A GRAVEL ROAD.  A METAL, WITNESS SIGNPOST WAS SET 1.6 FEET EAST
 DJ2021'OF THE MARK.
 DJ2021'
 DJ2021'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ2021
 DJ2021                          STATION RECOVERY (1968)
 DJ2021
 DJ2021'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2021'THE STATION WAS VISITED 5-7-68 AND THE STATION MARK, REFERENCE
 DJ2021'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DJ2021'CONDITION.
 DJ2021'
 DJ2021'THE STATION IS LOCATED 10.1 MILES SOUTHWEST OF THE APPROXIMATE
 DJ2021'CENTER OF VAIDEN 8.5 MILES SOUTHEAST OF BLACK HAWK, 5.2 MILES
 DJ2021'NORTHWEST OF WEST, 0.1 MILE NORTHEAST OF THE HOLMES-CARROLL COUNTY
 DJ2021'LINE, IN THE NORTHWEST 1/4 OF SECTION 9, T 16N, R 4E.  IT IS
 DJ2021'58.5 FEET SOUTH SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 DJ2021'TOWER, 19 FEET EAST OF A TRIANGULAR BLAZED 9 INCH PINE, 22.5
 DJ2021'FEET NORTH NORTHEAST OF A TRIANGULAR BLAZED 9 INCH PINE, 140
 DJ2021'FEET SOUTHWEST OF A POWER LINE POLE WITH A METER ON IT, 28
 DJ2021'FEET NORTHWEST OF THE NORTHWEST EDGE OF A DEEP GULLY AND
 DJ2021'1 FOOT SOUTH OF A METAL WITNESS POST.
 DJ2021'
 DJ2021'IT IS A STANDARD TRIANGULATION DISK, STAMPED EMORY 1959 PROJECTING
 DJ2021'5 INCHES.
 DJ2021'
 DJ2021'REFERENCE MARK NO. 1 IS 79.35 FEET NORTH NORTHEAST OF THE STATION.
 DJ2021'IT IS 17.5 FEET EAST OF THE CENTER OF THE DRIVEWAY, 86.5 FEET
 DJ2021'WEST SOUTHWEST OF A POWER LINE POLE WITH A METER ON IT, SET IN
 DJ2021'A DRILLED HOLE IN THE WEST SIDE OF THE NORTHWEST CONCRETE FOOTING
 DJ2021'FOR THE LOOKOUT TOWER AND ABOUT 1 FOOT ABOVE THE GROUND.  IT
 DJ2021'IS A STANDARD DISK, STAMPED EMORY NO 1 1959.
 DJ2021'
 DJ2021'REFERENCE MARK NO. 2 IS 66.62 FEET WEST SOUTHWEST OF THE STATION.
 DJ2021'IT IS 30 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 18.5 FEET WEST
 DJ2021'OF A FENCE, 13 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10 INCH PINE,
 DJ2021'112 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 25
 DJ2021'FEET EAST OF THE EAST EDGE OF A GULLY AND 1 FOOT EAST OF A METAL
 DJ2021'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DJ2021'EMORY NO 2 1959 PROJECTING 6 INCHES.
 DJ2021'
 DJ2021'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 128.10
 DJ2021'FEET.
 DJ2021'
 DJ2021'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT
 DJ2021'IS 17 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 38.5 FEET
 DJ2021'NORTH OF A 5 INCH PERSIMMON, 134 FEET EAST SOUTHEAST OF A POWER
 DJ2021'LINE POLE AND 1.5 FEET WEST OF A METAL WITNESS POST, (NOTE) THE
 DJ2021'STATION IS NOT VISIBLE FROM THE AZIMUTH.
 DJ2021'
 DJ2021'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 35
 DJ2021'AND U.S. HIGHWAY 51 AT THE SOUTH EDGE OF VAIDEN GO SOUTHEAST ON
 DJ2021'U.S. HIGHWAY 51 FOR 5.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 DJ2021'(NORTHWEST) AND CONTINUE ON A WINDING ALL WEATHER ROAD FOR 5.4
 DJ2021'MILES TO A T INTERSECTION.  TURN RIGHT (NORTHWEST) AND CONTINUE
 DJ2021'ON AN ALL WEATHER ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 DJ2021'LEFT (SOUTHWEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 4.4
 DJ2021'MILES TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE
 DJ2021'SOUTHWEST ON AN ALL WEATHER ROAD FOR 0.9 MILE TO A SIDE ROAD
 DJ2021'LEFT.  *CONTINUE ON AN ALL WEATHER ROAD FOR 0.2 MILE TO A
 DJ2021'DRIVEWAY LEADING TO THE EMORY LOOKOUT TOWER ON THE LEFT.
 DJ2021'TURN LEFT (SOUTHWEST) AND CONTINUE ON THE DRIVEWAY FOR
 DJ2021'0.05 MILE TO THE TOP OF A HILL AND THE TOWER AND THE STATION
 DJ2021'AS DESCRIBED.  *TO REACH THE AZIMUTH TURN LEFT (SOUTHWEST)
 DJ2021'AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.05 MILE TO THE MARK ON
 DJ2021'THE RIGHT AS DESCRIBED.
 DJ2021'
 DJ2021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.2 MILES
 DJ2021'NORTHWEST OF WEST
 DJ2021
 DJ2021                          STATION RECOVERY (1974)
 DJ2021
 DJ2021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DJ2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2022 ***********************************************************************
 DJ2022  DESIGNATION -  EMORY LOOKOUT TOWER 1959
 DJ2022  PID         -  DJ2022
 DJ2022  STATE/COUNTY-  MS/CARROLL
 DJ2022  USGS QUAD   -  MURDOCK LAKE (1982)
 DJ2022
 DJ2022                         *CURRENT SURVEY CONTROL
 DJ2022  ___________________________________________________________________
 DJ2022* NAD 83(1993)-  33 15 20.61365(N)    089 53 31.93141(W)     ADJUSTED  
 DJ2022* NAVD 88     -              **(meters)            **(feet)            
 DJ2022  ___________________________________________________________________
 DJ2022  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DJ2022  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DJ2022  HORZ ORDER  -  THIRD
 DJ2022
 DJ2022.The horizontal coordinates were established by classical geodetic methods
 DJ2022.and adjusted by the National Geodetic Survey in May 1994.
 DJ2022
 DJ2022
 DJ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2022
 DJ2022.The geoid height was determined by GEOID03.
 DJ2022
 DJ2022;                    North         East     Units Scale Factor Converg.
 DJ2022;SPC MS W     -   416,486.455   741,103.803   MT  0.99997082   +0 14 30.9
 DJ2022;SPC MS W     - 1,366,422.64  2,431,438.06   sFT  0.99997082   +0 14 30.9
 DJ2022;UTM  16      - 3,683,368.489   230,558.574   MT  1.00049519   -1 35 13.1
 DJ2022
 DJ2022                          SUPERSEDED SURVEY CONTROL
 DJ2022
 DJ2022  NAD 83(1986)-  33 15 20.62528(N)    089 53 31.92812(W) AD(       ) 4
 DJ2022  NAD 27      -  33 15 20.17100(N)    089 53 31.62900(W) AD(       ) 3
 DJ2022
 DJ2022.Superseded values are not recommended for survey control.
 DJ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2022.See file dsdata.txt to determine how the superseded data were derived.
 DJ2022
 DJ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3055983368(NAD 83)
 DJ2022_MARKER: 57 = LOOKOUT TOWER
 DJ2022
 DJ2022  HISTORY     - Date     Condition        Report By
 DJ2022  HISTORY     - 1959     FIRST OBSERVED   CGS
 DJ2022  HISTORY     - 1968     GOOD             MSHD
 DJ2022
 DJ2022                          STATION DESCRIPTION
 DJ2022
 DJ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2022'STATION IS LOCATED ON LAND OWNED BY THE MISSISSIPPI STATE FORESTRY
 DJ2022'COMMISSION ABOUT 6-1/2 MILES WEST AND 4 MILES NORTH OF WEST,
 DJ2022'8-1/2 MILES WEST AND 5-1/2 MILES SOUTH OF VAIDEN, IN THE
 DJ2022'NORTH-CENTRAL PART OF SECTION 9, T 16 N, R 4 E AND JUST NORTH
 DJ2022'OF THE HOLMES-CARROLL COUNTY LINE.
 DJ2022'
 DJ2022'IT IS AN ELEVATED METAL CABIN, SUPPORTED BY FOUR ANGLE IRON LEGS.
 DJ2022'IT IS 110 FEET HIGH.
 DJ2022'
 DJ2022'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EMORY,
 DJ2022'THE DISTANCE BEING 72.70 FEET OR 22.161 METERS.
 DJ2022
 DJ2022                          STATION RECOVERY (1968)
 DJ2022
 DJ2022'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2022'THE STATION WAS VISITED 5-7-68 AND THE STATION WAS FOUND IN GOOD
 DJ2022'CONDITION.
 DJ2022'
 DJ2022'THE STATION IS LOCATED 10.1 MILES SOUTHWEST OF THE APPROXIMATE
 DJ2022'CENTER OF VAIDEN, 8.5 MILES SOUTHEAST OF BLACK HAWK, 5.2 MILES
 DJ2022'NORTHWEST OF WEST, 0.1 MILE NORTHEAST OF THE HOLMES-CARROLL COUNTY
 DJ2022'LINE, IN THE NORTHWEST 1/4 OF SECTION 9, T 16N, R 4E AND ON
 DJ2022'LAND OWNED BY THE MISSISSIPPI FORESTRY COMMISSION.  IT IS A
 DJ2022'GLASSED IN METAL CABIN ATOP A FOUR LEGGED STEEL STRUCTURE AND IS
 DJ2022'110 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 DJ2022'STATION EMORY, AND THE DISTANCE BEING 72.70 FEET, 22.161
 DJ2022'METERS NORTH NORTHEAST OF STATION EMORY.
 DJ2022'
 DJ2022'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 35
 DJ2022'AND U.S. HIGHWAY 51 AT THE SOUTH EDGE OF VAIDEN GO SOUTHEAST ON
 DJ2022'U.S. HIGHWAY 51 FOR 5.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 DJ2022'(NORTHWEST) AND CONTINUE ON A WINDING ALL WEATHER ROAD FOR 5.4
 DJ2022'MILES TO A T INTERSECTION.  TURN RIGHT (NORTHWEST) AND CONTINUE
 DJ2022'ON AN ALL WEATHER ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 DJ2022'LEFT (SOUTHWEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 4.4
 DJ2022'MILES TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE
 DJ2022'SOUTHWEST ON AN ALL WEATHER ROAD FOR 0.9 MILE TO A SIDE ROAD
 DJ2022'LEFT.  CONTINUE NORTHWEST ON AN ALL WEATHER ROAD FOR 0.2 MILE TO
 DJ2022'A DRIVEWAY LEADING TO THE TOWER ON THE LEFT.  TURN LEFT
 DJ2022'(SOUTHWEST) AND CONTINUE ON THE DRIVEWAY FOR 0.05 MILE TO
 DJ2022'THE TOP OF A HILL AND THE TOWER ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2582 ***********************************************************************
 BH2582  DESIGNATION -  END
 BH2582  PID         -  BH2582
 BH2582  STATE/COUNTY-  MS/HARRISON
 BH2582  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2582
 BH2582                         *CURRENT SURVEY CONTROL
 BH2582  ___________________________________________________________________
 BH2582* NAD 83(1993)-  30 26 07.57216(N)    089 00 23.80574(W)     ADJUSTED  
 BH2582* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2582  ___________________________________________________________________
 BH2582  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BH2582  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BH2582  HORZ ORDER  -  SECOND
 BH2582
 BH2582.The horizontal coordinates were established by classical geodetic methods
 BH2582.and adjusted by the National Geodetic Survey in May 1994.
 BH2582
 BH2582.The orthometric height was scaled from a topographic map.
 BH2582
 BH2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2582
 BH2582.The geoid height was determined by GEOID03.
 BH2582
 BH2582;                    North         East     Units Scale Factor Converg.
 BH2582;SPC MS E     -   103,702.512   283,355.210   MT  0.99995342   -0 05 16.0
 BH2582;SPC MS E     -   340,230.66    929,641.22   sFT  0.99995342   -0 05 16.0
 BH2582;UTM  16      - 3,368,746.671   307,298.015   MT  1.00005813   -1 01 00.5
 BH2582
 BH2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2582!SPC MS E     -   1.00000382  x   0.99995342  =   0.99995724
 BH2582!UTM  16      -   1.00000382  x   1.00005813  =   1.00006195
 BH2582
 BH2582|---------------------------------------------------------------------|
 BH2582| PID    Reference Object                     Distance      Geod. Az  |
 BH2582|                                                           dddmmss.s |
 BH2582| AE6856 END RM 1                             26.475 METERS 02332     |
 BH2582| DD7904 END RM 3                             23.785 METERS 14538     |
 BH2582| DD7903 END RM 2                             23.825 METERS 14539     |
 BH2582| DD7902 END AZ MK                                          1851605.4 |
 BH2582| BH2589 GULFPORT MUNICIPAL TANK             APPROX. 4.8 KM 2391621.1 |
 BH2582| BH2584 GULFPORT MISS POWER CO STACK        APPROX. 2.0 KM 2811307.1 |
 BH2582|---------------------------------------------------------------------|
 BH2582
 BH2582                          SUPERSEDED SURVEY CONTROL
 BH2582
 BH2582  NAD 83(1986)-  30 26 07.59024(N)    089 00 23.79593(W) AD(       ) 2
 BH2582  NAD 27      -  30 26 06.87800(N)    089 00 23.67100(W) AD(       ) 2
 BH2582
 BH2582.Superseded values are not recommended for survey control.
 BH2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2582.See file dsdata.txt to determine how the superseded data were derived.
 BH2582
 BH2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0729868747(NAD 83)
 BH2582_MARKER: DS = TRIANGULATION STATION DISK
 BH2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2582+STABILITY: SURFACE MOTION
 BH2582
 BH2582  HISTORY     - Date     Condition        Report By
 BH2582  HISTORY     - 1958     MONUMENTED       CGS
 BH2582  HISTORY     - 1972     GOOD             NGS
 BH2582
 BH2582                          STATION DESCRIPTION
 BH2582
 BH2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2582'THE STATION IS ABOUT 5 MILES EAST AND 3-1/2 MILES NORTH OF GULFPORT,
 BH2582'ABOUT 2-1/2 MILES NORTH OF MISSISSIPPI CITY, ABOUT 1 MILE NORTHWEST
 BH2582'OF BIG LAKE, ON THE EAST SIDE OF BILOXI RIVER AND IN THE EAST CENTRAL
 BH2582'PORTION OF SECTION 17, T 7 S, R 10 W AND ON PROPERTY OWNED AND
 BH2582'OCCUPIED BY MR. R. A. COLEMAN.
 BH2582'
 BH2582'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 90, AT THE SOUTH
 BH2582'EDGE OF GULFPORT, GO NORTH ON U.S. 49 FOR 5.8 MILES TO CROSSROADS AT
 BH2582'SCHOOL IN SOUTHWEST ANGLE OF INTERSECTION.  TURN RIGHT AND GO EAST ON
 BH2582'DEDEAUX ROAD, SURFACED, FOR 4.05 MILES TO A T-INTERSECTION AT THE
 BH2582'LORRAIN GROCERY STORE.  TURN LEFT AND GO 0.5 MILE TO A
 BH2582'T-INTERSECTION.  TURN RIGHT AND GO SOUTHEASTERLY AND NORTHEASTERLY
 BH2582'ON SURFACED ROAD FOR 2.0 MILES TO A SURFACED ROAD LEADING SHARP RIGHT
 BH2582'IMMEDIATELY BEYOND CHURCH ON RIGHT AND CEMETERY ON LEFT.  TURN
 BH2582'SHARP RIGHT AND FOLLOW SURFACED ROAD SOUTHERLY FOR 1.3 MILES TO A
 BH2582'FORK.  TAKE RIGHT FORK AND CONTINUE SOUTHERLY FOR 1.1 MILES TO END OF
 BH2582'ROAD AT TURN AROUND LOOP AND STATION ON SOUTHEAST SIDE OF
 BH2582'LOOP.  CONTINUE SOUTH, PASSING THROUGH GATE AND ALONG EAST SIDE OF
 BH2582'HOUSE, BOATHOUSE AND RIVER FOR 0.3 MILE TO SMALL GROUP OF PINE TREES
 BH2582'AND AZIMUTH MARK.
 BH2582'
 BH2582'STATION MARKS ARE STANDARD DISKS, STAMPED END 1958.  UNDERGROUND MARK
 BH2582'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW GROUND
 BH2582'SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE
 BH2582'CONCRETE POST WHICH IS 14 INCHES BELOW GROUND SURFACE.  IT IS 33 FEET
 BH2582'SOUTHEAST OF SURFACED ROAD CENTER, 31 FEET NORTH OF THE NORTHEAST
 BH2582'CORNER OF GARAGE AND 22 FEET SOUTH OF AN EAST-WEST PROPERTY FENCE.
 BH2582'A 4 BY 4 WHITE WITNESS POST WAS SET 14 FEET NORTHWEST OF THE MARK.
 BH2582'
 BH2582'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED END NO 1 1958.  IT IS
 BH2582'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 BH2582'4 INCHES.  IT IS 118 FEET NORTH OF THE GARAGE CORNER, 57 FEET NORTH
 BH2582'OF THE FENCE AND 25 FEET SOUTHEAST OF THE ROAD CENTER.
 BH2582'
 BH2582'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED END NO 2 1958.  IT IS
 BH2582'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 BH2582'6 INCHES.  IT IS 108 FEET SOUTHEAST OF THE ROAD CENTER, 87 FEET SOUTH
 BH2582'OF THE FENCE AND 66 FEET EAST OF THE GARAGE CORNER.
 BH2582'
 BH2582'AZIMUTH MARK IS A STANDARD DISK, STAMPED END 1958.  IT IS SET IN THE
 BH2582'TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS 6
 BH2582'INCHES.  IT IS 26 FEET EAST OF EDGE OF RIVER BANK AND 6 FEET
 BH2582'NORTHWEST OF A 12 INCH PINE TREE.  A 4 BY 4 WHITE WITNESS POST
 BH2582'WAS SET 1 FOOT WEST OF THE MARK.
 BH2582'
 BH2582'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2582
 BH2582                          STATION RECOVERY (1972)
 BH2582
 BH2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2582'THE STATION WAS VISITED 4-18-72 AND THE STATION AND REFERENCE MARK
 BH2582'NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 BH2582'DISTRUBED THE MONUMENT WAS STRAIGHTENED UP, STAMPED NO, 3 AND USED AS
 BH2582'REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 BH2582'FOUND.  THE EDGE OF THE RIVER BANK NEAR WHICH IT WAS SET IS FILLED
 BH2582'WITH SPOIL AND THE MARK IS EITHER DESTROYED OR UNDER THE FILL.
 BH2582'A NEW DESCRIPTION FOLLOWS-
 BH2582'
 BH2582'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF GULFPORT, 3 MILES
 BH2582'NORTH OF MISSISSIPPI CITY AND 1 MILE NORTHWEST OF BIG LAKE ON THE
 BH2582'EAST BANK OF THE BILOXI RIVER IN ABOUT THE CENTER OF SEC. 17, T 7S, R
 BH2582'10W.  IT IS 33 FEET SOUTHEAST OF THE CENTER OF THE MAIN BLACK TOP
 BH2582'ROAD, 50 FEET SOUTH OF THE CENTER OF ANOTHER BLACK TOP ROAD, 31 FEET
 BH2582'EAST-SOUTHEAST OF THE NORTH CORNER OF A SHED, 31.5 FEET NORTHEAST
 BH2582'OF THE SOUTHEAST CORNER OF THE HED, 21.5 FEET SOUTH-SOUTHEAST OF A
 BH2582'9-INCH GUM TREE, 15 FEET SOUTHEAST OF A FENCE LINE, AND 1 FOOT EAST
 BH2582'OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK,
 BH2582'STAMPED END 1958, 6 INCHES BELOW THE SURFACE OF THE GROUND
 BH2582'
 BH2582'REFERENCE MARK NO. 1 IS 86.86 FEET NORTH-NORTHEAST OF THE STATION, 25
 BH2582'FEET SOUTHEAST OF THE CENTER OF THE BLACK TOP ROAD, 30 FEET
 BH2582'NORTH OF THE CENTER OF A BLACK TOP ROAD, 118 FEET NORTH-NORTHEAST OF
 BH2582'THE SOUTHEAST CORNER OF A GARAGE, 1 FOOT EAST OF A METAL WITNESS
 BH2582'POST.  IT IS A REFERENCE MARK DISK STAMPED END NO 1 1958, 4 INCHES
 BH2582'BELOW THE SURFACE OF THE GROUND.
 BH2582'
 BH2582'REFERENCE MARK NO. 3 IS 78.04 FEET SOUTHEAST OF THE STATION, 112 FEET
 BH2582'SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 66 FEET SOUTHEAST OF THE
 BH2582'SOUTHEAST CORNER OF THE GARAGE, 22 FEET EAST-NORTHEAST OF A 2-FOOT
 BH2582'PECAN TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BH2582'REFERENCE MARK DISK, STAMPED END NO 3 1958 1972, PROJECTING 6 INCHES.
 BH2582'
 BH2582'TO REACH THE STATION FROM THE BRIDGE OVER INTERSTATE HIGHWAY I-10
 BH2582'ABOUT 4 MILES NORTH OF BILOXI, GO NORTH ON STATE HIGHWAY 67 AND
 BH2582'15 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 15, CONTINUE WEST
 BH2582'ON STATE HIGHWAY 67 FOR 2.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 BH2582'GO WEST ON A BLACK TOP ROAD FOR 3.0 MILES TO A CROSSROAD, TURN LEFT
 BH2582'AND GO SOUTHWEST ON A BLACKTOP ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT
 BH2582'ON THE EAST SIDE OF THE COALVILLE METHODIST CHURCH.  TURN LEFT AND GO
 BH2582'S SOUTH ON A BLACK TOP ROAD FOR 1.25 MILE TO A FORK ABOUT 0.15 MILE
 BH2582'BEYOND BRIDGE OVER I-10, TAKE THE RIGHT FORK AND GO SOUTHWEST ON A
 BH2582'BLACK TOP ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT AND THE STATION
 BH2582'STRAIGHT AHEAD.
 BH2582'
 BH2582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES NORTHEAST
 BH2582'OF GULFPORT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1492 ***********************************************************************
 BV1492  DESIGNATION -  ENDER
 BV1492  PID         -  BV1492
 BV1492  STATE/COUNTY-  MS/GREENE
 BV1492  USGS QUAD   -  MC LAIN (1982)
 BV1492
 BV1492                         *CURRENT SURVEY CONTROL
 BV1492  ___________________________________________________________________
 BV1492* NAD 83(1993)-  31 00 16.45162(N)    088 47 22.91814(W)     ADJUSTED  
 BV1492* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 BV1492  ___________________________________________________________________
 BV1492  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BV1492  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BV1492  HORZ ORDER  -  SECOND
 BV1492
 BV1492.The horizontal coordinates were established by classical geodetic methods
 BV1492.and adjusted by the National Geodetic Survey in May 1994.
 BV1492
 BV1492.The orthometric height was scaled from a topographic map.
 BV1492
 BV1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1492
 BV1492.The geoid height was determined by GEOID03.
 BV1492
 BV1492;                    North         East     Units Scale Factor Converg.
 BV1492;SPC MS E     -   166,784.187   304,166.812   MT  0.99995021   +0 01 20.9
 BV1492;SPC MS E     -   547,191.12    997,920.62   sFT  0.99995021   +0 01 20.9
 BV1492;UTM  16      - 3,431,483.240   329,139.450   MT  0.99996011   -0 55 19.6
 BV1492
 BV1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1492!SPC MS E     -   1.00000175  x   0.99995021  =   0.99995196
 BV1492!UTM  16      -   1.00000175  x   0.99996011  =   0.99996186
 BV1492
 BV1492|---------------------------------------------------------------------|
 BV1492| PID    Reference Object                     Distance      Geod. Az  |
 BV1492|                                                           dddmmss.s |
 BV1492| CF9643 ENDER RM 2                           28.730 METERS 02518     |
 BV1492| CF9642 ENDER RM 1                           12.980 METERS 10153     |
 BV1492|---------------------------------------------------------------------|
 BV1492
 BV1492                          SUPERSEDED SURVEY CONTROL
 BV1492
 BV1492  NAD 83(1993)-  31 00 16.46348(N)    088 47 22.91250(W) AD(       ) 2
 BV1492  NAD 83(1986)-  31 00 16.46818(N)    088 47 22.91736(W) AD(       ) 2
 BV1492  NAD 27      -  31 00 15.79600(N)    088 47 22.79100(W) AD(       ) 2
 BV1492
 BV1492.Superseded values are not recommended for survey control.
 BV1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1492.See file dsdata.txt to determine how the superseded data were derived.
 BV1492
 BV1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2913931483(NAD 83)
 BV1492_MARKER: DS = TRIANGULATION STATION DISK
 BV1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1492
 BV1492  HISTORY     - Date     Condition        Report By
 BV1492  HISTORY     - 1921     MONUMENTED       CGS
 BV1492  HISTORY     - 1938     MARK NOT FOUND   SUNOCO
 BV1492  HISTORY     - 1978     MARK NOT FOUND   USGS
 BV1492
 BV1492                          STATION DESCRIPTION
 BV1492
 BV1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1492'STATION IS 1-1/4 MILES S OF LEAF ON W (LEFT) SIDE OF TRACK ON
 BV1492'EXTENSION OF BACK TANGENT OF W (LEFT) RAIL, 100 METERS N OF POINT OF
 BV1492'TANGENCY OF S END OF FIRST CURVE S OF LEAF, 3 METERS W OF W
 BV1492'RAILROAD PROPERTY FENCE LINE, 15.42 METERS (50.59 FEET) W OF W AND
 BV1492'NEAREST RAIL.
 BV1492'
 BV1492'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1492'SET IN CONCRETE.
 BV1492'
 BV1492'REFERENCE MARK NO. 1 ON SAME SIDE OF TRACK 0.5 METER E OF W FENCE
 BV1492'LINE.
 BV1492'
 BV1492'REFERENCE MARK NO. 2 ON OPPOSITE SIDE OF TRACK 0.2 METER W OF E FENCE
 BV1492'LINE.
 BV1492
 BV1492                          STATION RECOVERY (1938)
 BV1492
 BV1492'RECOVERY NOTE BY SUN OIL COMPANY 1938
 BV1492'DID NOT RECOVER STATION. SPENT TWO HOURS LOOKING FOR IT. THIS IS A
 BV1492'TRAVERSE STATION.
 BV1492
 BV1492                          STATION RECOVERY (1978)
 BV1492
 BV1492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JLK)
 BV1492'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1247 ***********************************************************************
 CO1247  DESIGNATION -  ENERGY
 CO1247  PID         -  CO1247
 CO1247  STATE/COUNTY-  MS/CLARKE
 CO1247  USGS QUAD   -  SNELL (1983)
 CO1247
 CO1247                         *CURRENT SURVEY CONTROL
 CO1247  ___________________________________________________________________
 CO1247* NAD 83(1993)-  32 08 12.61898(N)    088 33 24.09655(W)     ADJUSTED  
 CO1247* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 CO1247  ___________________________________________________________________
 CO1247  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CO1247  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1247  HORZ ORDER  -  SECOND
 CO1247
 CO1247.The horizontal coordinates were established by classical geodetic methods
 CO1247.and adjusted by the National Geodetic Survey in May 1994.
 CO1247
 CO1247.The orthometric height was scaled from a topographic map.
 CO1247
 CO1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1247
 CO1247.The geoid height was determined by GEOID03.
 CO1247
 CO1247;                    North         East     Units Scale Factor Converg.
 CO1247;SPC MS E     -   292,355.820   326,100.410   MT  0.99995840   +0 08 49.8
 CO1247;SPC MS E     -   959,170.72  1,069,881.10   sFT  0.99995840   +0 08 49.8
 CO1247;SPC AL W     -   237,386.078   500,302.466   MT  1.00005587   -0 33 43.7
 CO1247;UTM  16      - 3,556,664.561   353,172.873   MT  0.99986586   -0 49 41.6
 CO1247
 CO1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1247!SPC MS E     -   0.99997889  x   0.99995840  =   0.99993729
 CO1247!SPC AL W     -   0.99997889  x   1.00005587  =   1.00003476
 CO1247!UTM  16      -   0.99997889  x   0.99986586  =   0.99984476
 CO1247
 CO1247|---------------------------------------------------------------------|
 CO1247| PID    Reference Object                     Distance      Geod. Az  |
 CO1247|                                                           dddmmss.s |
 CO1247| CO1248 ENERGY LOOKOUT TOWER                 11.720 METERS 00229     |
 CO1247| CO1628 ENERGY RM 1                          29.484 METERS 03537     |
 CO1247| CO1630 ENERGY AZ MK                                       2114812.4 |
 CO1247| CO1629 ENERGY RM 2                          24.917 METERS 32235     |
 CO1247|---------------------------------------------------------------------|
 CO1247
 CO1247                          SUPERSEDED SURVEY CONTROL
 CO1247
 CO1247  NAD 83(1993)-  32 08 12.62666(N)    088 33 24.09702(W) AD(       ) 2
 CO1247  NAD 83(1986)-  32 08 12.63200(N)    088 33 24.09913(W) AD(       ) 2
 CO1247  NAD 27      -  32 08 12.10000(N)    088 33 23.96300(W) AD(       ) 2
 CO1247
 CO1247.Superseded values are not recommended for survey control.
 CO1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1247.See file dsdata.txt to determine how the superseded data were derived.
 CO1247
 CO1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA5317356665(NAD 83)
 CO1247_MARKER: DS = TRIANGULATION STATION DISK
 CO1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1247_SP_SET: CONCRETE POST
 CO1247_STAMPING: ENERGY 1956
 CO1247_MARK LOGO: CGS   
 CO1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1247+STABILITY: SURFACE MOTION
 CO1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1247+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 CO1247
 CO1247  HISTORY     - Date     Condition        Report By
 CO1247  HISTORY     - 1956     MONUMENTED       CGS
 CO1247  HISTORY     - 1956     GOOD             CGS
 CO1247  HISTORY     - 1964     GOOD             MSHD
 CO1247  HISTORY     - 19900606 GOOD             MSHD
 CO1247
 CO1247                          STATION DESCRIPTION
 CO1247
 CO1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1247'THE STATION IS ABOUT 18 MILES SOUTHEAST OF MERIDIAN, 12 MILES
 CO1247'NORTHEAST OF QUITMAN, 3 MILES SOUTH OF THE VILLAGE OF ENERGY AND
 CO1247'IS AT THE ENERGY STATE FOREST LOOKOUT TOWER.  IT IS 48 FEET WEST
 CO1247'OF A FENCE CORNER, 24 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 CO1247'LOOKOUT TOWER, 10 FEET NORTH OF A FENCE LINE AND 9 FEET
 CO1247'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 CO1247'DISK IS STAMPED ENERGY 1956.
 CO1247'
 CO1247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CO1247'45 AND 11 AT THE SOUTH EDGE OF MERIDIAN, GO SOUTH ON HIGHWAY 45
 CO1247'FOR 13.25 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON PAVED
 CO1247'ROAD FOR 5.95 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE EAST
 CO1247'ON PAVED ROAD FOR 0.2 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CO1247'EASTERLY ON PAVED ROAD FOR 2.55 MILES TO A CROSSROAD IN THE
 CO1247'VILLAGE OF ENERGY.  TURN RIGHT AND GO SOUTHERLY ON GRADED ROAD
 CO1247'FOR 1.35 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHERLY
 CO1247'FOR 0.9 MILE TO A REVERSE Y.  TURN RIGHT AND CONTINUE
 CO1247'SOUTHERLY ON GRADED ROAD FOR 1.15 MILES TO THE STATION ON THE
 CO1247'LEFT.
 CO1247'
 CO1247'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 CO1247'GRADED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 CO1247'
 CO1247'REFERENCE MARK 1 IS 51 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 CO1247'LOOKOUT TOWER, 33 FEET SOUTHWEST OF A FENCE CORNER, 21 FEET WEST
 CO1247'OF A FENCE LINE AND 1 FOOT SOUTH OF A PINE SHELTER BELT AND IS
 CO1247'3 FEET LOWER THAN THE STATION.  THE MARK IS FLUSH AND THE DISK
 CO1247'IS STAMPED ENERGY NO 1 1956.
 CO1247'
 CO1247'REFERERENCE MARK 2 IS 49 FEET NORTHWEST OF THE SOUTHWEST LEG OF
 CO1247'THE LOOKOUT TOWER, 33 FEET EAST OF THE CENTER OF A GRADED ROAD, 1
 CO1247'FOOT EAST OF A FENCE LINE AND THE MARK IS 3 FEET LOWER THAN THE
 CO1247'STATION.  THE MARK IS FLUSH AND THE DISK IS STAMPED ENERGY NO 2
 CO1247'1956.
 CO1247'
 CO1247'THE AZIMUTH MARK IS 98 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CO1247'AN OLD FRAME HOUSE, 32 FEET SOUTHEAST OF THE GRADED ROAD, 6 FEET
 CO1247'SOUTH OF A TELEPHONE POLE AND 3 FEET SOUTHEAST OF A WHITE WITNESS
 CO1247'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ENERGY 1956.
 CO1247'
 CO1247'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CO1247
 CO1247                          STATION RECOVERY (1956)
 CO1247
 CO1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1247'RECOVERED IN GOOD CONDITION.
 CO1247
 CO1247                          STATION RECOVERY (1964)
 CO1247
 CO1247'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1247'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN
 CO1247'GOOD CONDITION.
 CO1247'
 CO1247'THE DESCRIPTION IS ADEQUATE.
 CO1247'
 CO1247'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND
 CO1247'1.0 FOOT WEST OF THE AZIMUTH MARK.
 CO1247
 CO1247                          STATION RECOVERY (1990)
 CO1247
 CO1247'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1247'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHEAST OF QUITMAN,
 CO1247'ON THE SITE OF THE ENERGY STATE FOREST LOOKOUT TOWER, 3.0 MI
 CO1247'(4.8 KM) SOUTH OF THE COMMUNITY OF ENERGY AND IS NEAR THE NORTHEAST
 CO1247'CORNER OF SECTION 4, T 3N, R 17E.
 CO1247'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO1247'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 18, TURN LEFT
 CO1247'AND GO EAST ON STATE HIGHWAY 18 FOR 12.0 MI (19.3 KM) TO A CROSSROAD,
 CO1247'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 4.15 MI (6.68 KM) TO THE
 CO1247'LOOKTOWER AND THE MARK ON THE RIGHT.
 CO1247'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1247'ABOUT 10.0 FT (3.0 M) ABOVE THE LEVEL OF THE ROAD, PROJECTING 1 INCH,
 CO1247'111.0 FT (33.8 M) EAST OF THE CENTER OF A PAVED ROAD, 58.0 FT
 CO1247'(17.7 M) EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND GUY
 CO1247'WIRE, 48.0 FT (14.6 M) WEST OF THE SOUTHEAST CORNER OF A FENCE, 23.5
 CO1247'FT (7.2 M) SOUTH OF THE SOUTHEAST LEG OF THE TOWER, 10.0 FT (3.0 M)
 CO1247'NORTH OF A FENCE, 1.5 FT (0.5 M) EAST OF A 15 INCH PINE AND 1.0 FT
 CO1247'(0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1248 ***********************************************************************
 CO1248  DESIGNATION -  ENERGY LOOKOUT TOWER
 CO1248  PID         -  CO1248
 CO1248  STATE/COUNTY-  MS/CLARKE
 CO1248  USGS QUAD   -  SNELL (1983)
 CO1248
 CO1248                         *CURRENT SURVEY CONTROL
 CO1248  ___________________________________________________________________
 CO1248* NAD 83(1993)-  32 08 12.99911(N)    088 33 24.07716(W)     ADJUSTED  
 CO1248* NAVD 88     -              **(meters)            **(feet)            
 CO1248  ___________________________________________________________________
 CO1248  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CO1248  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1248  HORZ ORDER  -  THIRD
 CO1248
 CO1248.The horizontal coordinates were established by classical geodetic methods
 CO1248.and adjusted by the National Geodetic Survey in May 1994.
 CO1248
 CO1248
 CO1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1248
 CO1248.The geoid height was determined by GEOID03.
 CO1248
 CO1248;                    North         East     Units Scale Factor Converg.
 CO1248;SPC MS E     -   292,367.529   326,100.888   MT  0.99995840   +0 08 49.8
 CO1248;SPC MS E     -   959,209.13  1,069,882.66   sFT  0.99995840   +0 08 49.8
 CO1248;SPC AL W     -   237,397.782   500,303.089   MT  1.00005587   -0 33 43.7
 CO1248;UTM  16      - 3,556,676.260   353,173.551   MT  0.99986586   -0 49 41.6
 CO1248
 CO1248                          SUPERSEDED SURVEY CONTROL
 CO1248
 CO1248  NAD 83(1993)-  32 08 13.00679(N)    088 33 24.07763(W) AD(       ) 4
 CO1248  NAD 83(1986)-  32 08 13.01213(N)    088 33 24.07974(W) AD(       ) 4
 CO1248  NAD 27      -  32 08 12.48000(N)    088 33 23.94400(W) AD(       ) 3
 CO1248
 CO1248.Superseded values are not recommended for survey control.
 CO1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1248.See file dsdata.txt to determine how the superseded data were derived.
 CO1248
 CO1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA5317456676(NAD 83)
 CO1248_MARKER: 57 = LOOKOUT TOWER
 CO1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1248+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 CO1248
 CO1248  HISTORY     - Date     Condition        Report By
 CO1248  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1248  HISTORY     - 1956     GOOD             CGS
 CO1248  HISTORY     - 1964     GOOD             CGS
 CO1248  HISTORY     - 19900606 GOOD             MSHD
 CO1248
 CO1248                          STATION DESCRIPTION
 CO1248
 CO1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1248'THE STATION IS ABOUT 18 MILES SOUTHEAST OF MERIDIAN, 12 MILES
 CO1248'NORTHEAST OF QUITMAN, 3 MILES SOUTH OF THE VILLAGE OF ENERGY.
 CO1248'
 CO1248'THE STATION IS A FOUR LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH
 CO1248'WITH A GLASSED IN OBSERVING PLATFORM ATOP.
 CO1248'
 CO1248'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ENERGY.
 CO1248'THE DISTANCE IS 38.4 FEET, 11.72 METERS.
 CO1248'
 CO1248'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80, 45
 CO1248'AND 11 AT THE SOUTH EDGE OF MERIDIAN.  GO SOUTH ON HIGHWAY 45
 CO1248'FOR 13.25 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON PAVED
 CO1248'ROAD FOR 5.95 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE EAST
 CO1248'ON PAVED ROAD FOR 0.2 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CO1248'EASTERLY ON PAVED ROAD FOR 2.55 MILES TO A CROSSROAD IN THE
 CO1248'VILLAGE OF ENERGY.  TURN RIGHT AND GO SOUTHERLY ON GRADED ROAD
 CO1248'FOR 1.35 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHERLY FOR
 CO1248'0.9 MILE TO A REVERSE Y.  TURN RIGHT AND CONTINUE SOUTHERLY ON
 CO1248'GRADED ROAD FOR 1.15 MILE TO THE STATION ON THE LEFT.
 CO1248
 CO1248                          STATION RECOVERY (1956)
 CO1248
 CO1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1248'RECOVERED IN GOOD CONDITION.
 CO1248
 CO1248                          STATION RECOVERY (1964)
 CO1248
 CO1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CO1248'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.
 CO1248'
 CO1248'THE 1956 DESCRIPTION BY W. N. MARTIN IS ADEQUATE.
 CO1248
 CO1248                          STATION RECOVERY (1990)
 CO1248
 CO1248'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1248'THE STATION WAS FOUND TO BE STANDING AND IN GOOD CONDITION.
 CO1248'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHEAST OF QUITMAN,
 CO1248'3.0 MI (4.8 KM) SOUTH OF THE COMMUNITY OF ENERGY AND IS NEAR THE
 CO1248'NORTHEAST CORNER OF SECTION 4, T 3N, R 17E.
 CO1248'TO REACH FROM THE COURTHOUSE IN QUITMAN GO SOUTH ON U.S. HIGHWAY 45
 CO1248'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 18, TURN LEFT
 CO1248'AND GO EAST ON STATE HIGHWAY 18 FOR 12.0 MI (19.3 KM) TO A CROSSROAD,
 CO1248'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 4.15 MI (6.68 KM) TO THE
 CO1248'LOOKOUT TOWER ON THE RIGHT.
 CO1248'THE STATION IS A FOUR LEGGED STEEL STRUCTURE ABOUT 120 FOOT (36.6 M)
 CO1248'HIGH WITH A GLASSED IN OBSERVING PLATFORM ATOP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1794 ***********************************************************************
 EG1794  DESIGNATION -  ENID
 EG1794  PID         -  EG1794
 EG1794  STATE/COUNTY-  MS/YALOBUSHA
 EG1794  USGS QUAD   -  OAKLAND (1983)
 EG1794
 EG1794                         *CURRENT SURVEY CONTROL
 EG1794  ___________________________________________________________________
 EG1794* NAD 83(1993)-  34 06 36.23267(N)    089 54 41.21069(W)     ADJUSTED  
 EG1794* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 EG1794  ___________________________________________________________________
 EG1794  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EG1794  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EG1794  HORZ ORDER  -  SECOND
 EG1794
 EG1794.The horizontal coordinates were established by classical geodetic methods
 EG1794.and adjusted by the National Geodetic Survey in May 1994.
 EG1794
 EG1794.The orthometric height was scaled from a topographic map.
 EG1794
 EG1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1794
 EG1794.The geoid height was determined by GEOID03.
 EG1794
 EG1794;                    North         East     Units Scale Factor Converg.
 EG1794;SPC MS W     -   511,235.711   738,923.685   MT  0.99996867   +0 14 11.7
 EG1794;SPC MS W     - 1,677,279.16  2,424,285.46   sFT  0.99996867   +0 14 11.7
 EG1794;UTM  16      - 3,778,188.261   231,438.189   MT  1.00048919   -1 38 01.2
 EG1794
 EG1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1794!SPC MS W     -   0.99998875  x   0.99996867  =   0.99995742
 EG1794!UTM  16      -   0.99998875  x   1.00048919  =   1.00047794
 EG1794
 EG1794:                Primary Azimuth Mark                     Grid Az
 EG1794:SPC MS W     -  POPE                                     001 38 55.1
 EG1794:UTM  16      -  POPE                                     003 31 08.0
 EG1794
 EG1794|---------------------------------------------------------------------|
 EG1794| PID    Reference Object                     Distance      Geod. Az  |
 EG1794|                                                           dddmmss.s |
 EG1794| EG1803 POPE                                APPROX.10.4 KM 0015306.8 |
 EG1794| CG4019 ENID RM 1                            31.324 METERS 06717     |
 EG1794| EG1791 Q 16 8                               29.252 METERS 16630     |
 EG1794| CG4018 ENID AZ MK                                         1691707.1 |
 EG1794|---------------------------------------------------------------------|
 EG1794
 EG1794                          SUPERSEDED SURVEY CONTROL
 EG1794
 EG1794  NAD 83(1986)-  34 06 36.24354(N)    089 54 41.20858(W) AD(       ) 2
 EG1794  NAD 27      -  34 06 35.84150(N)    089 54 40.87290(W) AD(       ) 2
 EG1794
 EG1794.Superseded values are not recommended for survey control.
 EG1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1794.See file dsdata.txt to determine how the superseded data were derived.
 EG1794
 EG1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3143878188(NAD 83)
 EG1794_MARKER: DS = TRIANGULATION STATION DISK
 EG1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1794
 EG1794  HISTORY     - Date     Condition        Report By
 EG1794  HISTORY     - 1956     MONUMENTED       CGS
 EG1794  HISTORY     - 1973     GOOD             MSHD
 EG1794  HISTORY     - 1981     GOOD             LOCSUR
 EG1794
 EG1794                          STATION DESCRIPTION
 EG1794
 EG1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1794'THE STATION IS APPROXIMATELY 3.75 MILES NORTH OF OAKLAND, 1.75 MILES
 EG1794'EAST-SOUTHEAST OF
 EG1794'ENID, IN SECTION 19, R 4 E, T 26 N, AND ON THE WEST
 EG1794'RIGHT-OF-WAY OF U S HIGHWAY 51.
 EG1794'
 EG1794'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE
 EG1794'HIGHWAY 32 IN OAKLAND,
 EG1794'GO NORTH ON U S HIGHWAY 51 FOR 3.1 MILES TO THE
 EG1794'AZIMUTH MARK ON THE RIGHT,
 EG1794'CONTINUE NORTH ON U S HIGHWAY 51 FOR 0.7
 EG1794'MILE TO A SMALL CULTIVATED FIELD ON THE LEFT
 EG1794'AND THE STATION ON THE
 EG1794'LEFT, 81 YARDS SOUTH OF THE POINT WHERE A TWO-WIRE POWER LINE
 EG1794'CROSSES THE ROAD.
 EG1794'CAN BE REACHED FROM THE SOUTH END OF THE YOCONA RIVER
 EG1794'BRIDGE BY GOING SOUTH ON U S
 EG1794'HIGHWAY 51 FOR 2.6 MILES TO THE
 EG1794'CULTIVATED FIELD AND THE STATION ON THE RIGHT.
 EG1794'
 EG1794'THE STATION MARK, STAMPED ENID 1956, IS A STANDARD DISK SET IN A
 EG1794'SQUARE CONCRETE POST
 EG1794'WHICH PROJECTS 6 INCHES.  IT IS 68 FEET NORTH OF THE
 EG1794'CENTER OF A BOARD GATE, 50 FEET
 EG1794'WEST OF THE CENTER LINE OF U S
 EG1794'HIGHWAY 51, 29 FEET NORTH OF A HIGHWAY
 EG1794'RIGHT-OF-WAY MARKER AND 2 FEET
 EG1794'EAST OF A FENCE.  A WITNESS POST WAS SET 2 FEET NORTH OF
 EG1794'THE MARK.  THE
 EG1794'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 EG1794'CONCRETE 32 INCHES
 EG1794'BELOW THE SURFACE OF THE GROUND.
 EG1794'
 EG1794'REFERENCE MARK NO 1, STAMPED ENID NO 1 1956, IS A STANDARD DISK SET
 EG1794'IN A SQUARE CONCRETE
 EG1794'POST WHICH PROJECTS 6 INCHES.  IT IS 151 FEET NORTH
 EG1794'OF A POWER POLE, 50 FEET EAST OF
 EG1794'THE CENTER LINE OF U S HIGHWAY 51
 EG1794'AND 30 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 EG1794'
 EG1794'REFERENCE MARK NO 2, IS A U S ENGINEER DEPARTMENT VICKSBURG DISTRICT
 EG1794'BENCH MARK BOLTED TO
 EG1794'THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 EG1794'IT IS 67 FEET SOUTH OF A HIGHWAY
 EG1794'RIGHT-OF-WAY MARKER, 42 FEET WEST OF
 EG1794'THE CENTER LINE OF U S HIGHWAY 51, 29 FEET
 EG1794'SOUTH-SOUTHEAST OF THE
 EG1794'CENTER OF A WOODEN GATE AND 10 FEET EAST OF THE FENCE.  THE
 EG1794'DISK IS STAMPED
 EG1794'Q-16-8 40.
 EG1794'
 EG1794'THE AZIMUTH MARK, STAMPED ENID 1956, IS A STANDARD DISK SET IN A
 EG1794'SQUARE CONCRETE POST
 EG1794'WHICH PROJECTS 4 INCHES.  IT IS 50 FEET EAST OF THE
 EG1794'CENTER OF THE HIGHWAY, 29.7 FEET
 EG1794'NORTH OF A POWER POLE, 1 FOOT NORTH
 EG1794'OF A HIGHWAY RIGHT-OF-WAY POST AND ABOUT 8 FEET
 EG1794'HIGHER THAN THE
 EG1794'SURFACE OF THE HIGHWAY.
 EG1794'
 EG1794'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1794
 EG1794                          STATION RECOVERY (1973)
 EG1794
 EG1794'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EG1794'THE STATION WAS VISITED 6-28-73 AND THE STATION MARK, RM 1, AND
 EG1794'Q-16-8 (USE) WERE FOUND IN GOOD CONDITION.  THE AZIMUTH WAS FOUND ON
 EG1794'ITS SIDE AND THE DISK WAS RECLAIMED.  THE MARK WAS PROBABLY
 EG1794'DESTROYED WHEN AN UNDERGROUND CABLE WAS INSTALLED.
 EG1794'
 EG1794'THE STATION IS LOCATED 1.7 MILES ESE OF ENID ON THE WEST ROW OF
 EG1794'U.S. HIGHWAY 51, 3.8 MILES NORTH OF OAKLAND IN THE SE 1/4 OF THE NE
 EG1794'1/4 OF SECTION 19, T 26N, R 4E.  IT IS 50.5 FEET WEST OF THE CENTER
 EG1794'OF HIGHWAY 51, 66 FEET NORTH OF THE CENTER OF A TRACK ROAD, 280 FEET
 EG1794'SOUTH OF THE CENTER OF A DRIVEWAY, 158 FEET NW OF A POWER POLE,
 EG1794'29 FEET NORTH OF A ROW MARKER AND 1 FOOT SOUTH OF A METAL WITNESS
 EG1794'POST.  IT IS A TRIANGULATION DISK, STAMPED ENID 1956
 EG1794'PROJECTING 6 INCHES.
 EG1794'
 EG1794'REFERENCE MARK NO 1 IS 102.77 FEET ENE OF THE STATION.  IT IS 50 FEET
 EG1794'EAST OF THE CENTER OF HIGHWAY 51, 31 FEET SOUTH OF THE CENTER OF THE
 EG1794'ENTRANCE TO A FIELD, 150.5 FEET NORTH OF A POWER POLE, 5 FEET EAST
 EG1794'OF A ROW OF POWER POLES, 53 FEET NORTH OF A ROW MARKER, 1.5 FEET
 EG1794'WEST OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 EG1794'REFERENCE MARK DISK, STAMPED ENID NO 1 1956 PROJECTING 6 INCHES.
 EG1794'
 EG1794'REFERENCE MARK NO 2 (Q-16-8 USE) IS 95.97 FEET SSE OF THE STATION.
 EG1794'IT IS 43 FEET WEST OF THE CENTER OF HIGHWAY 51, 30 FEET SOUTH OF THE
 EG1794'CENTER OF A TRACK ROAD, 67 FEET SOUTH OF A ROW MARKER, 21 FEET NE
 EG1794'OF A TRIANGULAR BLAZED 20 INCH OAK, 93 FEET WEST OF A POWER POLE, 9
 EG1794'FEET EAST OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 EG1794'A USE CAP ON TOP OF A 3 INCH IRON PIPE STAMPED Q-16-8 40 PROJECTING
 EG1794'6 INCHES.
 EG1794'
 EG1794'THE DISTANCE BETWEEN REFERENCE NO 1 AND Q-16-8 (USE) IS 150.40
 EG1794'FEET.
 EG1794'
 EG1794'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 32 AND
 EG1794'U.S. HIGHWAY 51 ABOUT 0.8 MILE NE OF OAKLAND GO NORTH ON U.S.
 EG1794'HIGHWAY 51 FOR 2 MILES TO AN ANGLING SIDE ROAD LEFT.  CONTINUE NORTH
 EG1794'ON U.S. HIGHWAY 51 FOR 1.15 MILES TO THE STATION ON THE LEFT.
 EG1794'
 EG1794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES ESE OF
 EG1794'ENID.
 EG1794
 EG1794                          STATION RECOVERY (1981)
 EG1794
 EG1794'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EG1794'ENID-1956 RECOVERED EXCELLENT, RM NO. 1, RM NO. 2 AND AZ MARK ALL
 EG1794'MARKED BY WITNESS POST AND IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2240 ***********************************************************************
 BW2240  DESIGNATION -  ENON
 BW2240  PID         -  BW2240
 BW2240  STATE/COUNTY-  MS/WALTHALL
 BW2240  USGS QUAD   -  JAYESS (1970)
 BW2240
 BW2240                         *CURRENT SURVEY CONTROL
 BW2240  ___________________________________________________________________
 BW2240* NAD 83(1993)-  31 20 17.99302(N)    090 13 37.61661(W)     ADJUSTED  
 BW2240* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BW2240  ___________________________________________________________________
 BW2240  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BW2240  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW2240  HORZ ORDER  -  SECOND
 BW2240
 BW2240.The horizontal coordinates were established by classical geodetic methods
 BW2240.and adjusted by the National Geodetic Survey in May 1994.
 BW2240
 BW2240.The orthometric height was scaled from a topographic map.
 BW2240
 BW2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2240
 BW2240.The geoid height was determined by GEOID03.
 BW2240
 BW2240;                    North         East     Units Scale Factor Converg.
 BW2240;SPC MS W     -   203,791.337   710,107.740   MT  0.99995126   +0 03 18.9
 BW2240;SPC MS W     -   668,605.41  2,329,745.14   sFT  0.99995126   +0 03 18.9
 BW2240;UTM  15      - 3,470,420.418   763,824.743   MT  1.00045860   +1 26 34.7
 BW2240
 BW2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2240!SPC MS W     -   0.99998169  x   0.99995126  =   0.99993296
 BW2240!UTM  15      -   0.99998169  x   1.00045860  =   1.00044029
 BW2240
 BW2240|---------------------------------------------------------------------|
 BW2240| PID    Reference Object                     Distance      Geod. Az  |
 BW2240|                                                           dddmmss.s |
 BW2240| CY3536 ENON RM 1                            28.234 METERS 15908     |
 BW2240| CY3535 ENON AZ MK RESET                                   1695515.3 |
 BW2240| AJ4529 ENON AZ MK RESET                    374.275 METERS 16957     |
 BW2240| CW9803 ENON RM 3                            27.850 METERS 17206     |
 BW2240| CY3537 ENON RM 2                            23.212 METERS 25736     |
 BW2240| CW9804 ENON RM 4                            32.556 METERS 33731     |
 BW2240|---------------------------------------------------------------------|
 BW2240
 BW2240                          SUPERSEDED SURVEY CONTROL
 BW2240
 BW2240  NAD 83(1986)-  31 20 18.00809(N)    090 13 37.61331(W) AD(       ) 2
 BW2240  NAD 27      -  31 20 17.37800(N)    090 13 37.28700(W) AD(       ) 2
 BW2240
 BW2240.Superseded values are not recommended for survey control.
 BW2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2240.See file dsdata.txt to determine how the superseded data were derived.
 BW2240
 BW2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6382570420(NAD 83)
 BW2240_MARKER: DS = TRIANGULATION STATION DISK
 BW2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2240
 BW2240  HISTORY     - Date     Condition        Report By
 BW2240  HISTORY     - 1947     MONUMENTED       CGS
 BW2240  HISTORY     - 1955     GOOD             CGS
 BW2240  HISTORY     - 1956     GOOD             CGS
 BW2240  HISTORY     - 1969     POOR             CGS
 BW2240  HISTORY     - 1970     GOOD             USGS
 BW2240
 BW2240                          STATION DESCRIPTION
 BW2240
 BW2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2240'THE STATION IS ABOUT 16 MILES NORTH-NORTHWEST OF TYLERTOWN,
 BW2240'ABOUT 0.2 MILE NORTH OF A SMALL WHITE SCHOOLHOUSE, ABOUT
 BW2240'100 YARDS SOUTHWEST OF THE FARMHOUSE OF MR. N. RAYBORN,
 BW2240'96 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A BOARD GATE,
 BW2240'AND 41 FEET WEST OF THE APPROXIMATE CENTERLINE OF MAIN GRADED
 BW2240'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 BW2240'ENON 1947.
 BW2240'
 BW2240'REFERENCE MARK NO. 1 IS 92.63 FEET SOUTH-SOUTHEAST OF THE
 BW2240'STATION AND 22 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 BW2240'THE MAIN ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 BW2240'STAMPED ENON NO 1 1947.
 BW2240'
 BW2240'REFERENCE MARK NO. 2 IS 76.19 FEET WEST OF THE STATION AND
 BW2240'49 FEET SOUTH-SOUTHEAST OF A HOG PEN.  THE MARK PROJECTS
 BW2240'8 INCHES AND THE DISK IS STAMPED ENON NO 2 1947.
 BW2240'
 BW2240'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 58
 BW2240'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, AND
 BW2240'26 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE MAIN ROAD.
 BW2240'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ENON 1947.
 BW2240'
 BW2240'TO REACH FROM THE COURT HOUSE IN TYLERTOWN, GO NORTHERLY
 BW2240'ON STATE HIGHWAY 27 FOR 0.45 MILE TO A ROAD FORK, TURN LEFT
 BW2240'AND GO NORTHERLY FOR 7.6 MILES TO A CROSS ROAD, CONTINUE
 BW2240'NORTHERLY AND GO 7.7 MILES TO ANOTHER CROSS ROAD, CONTINUE
 BW2240'NORTHERLY AND GO 1.6 MILES TO STATION ON LEFT.
 BW2240'
 BW2240'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2240
 BW2240                          STATION RECOVERY (1955)
 BW2240
 BW2240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2240'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2240'CONDITION.  THE 1947 DESCRIPTION BY C.A.E. 19 1947 IS ADEQUATE.
 BW2240
 BW2240                          STATION RECOVERY (1956)
 BW2240
 BW2240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2240'THE STATION WAS VISITED ON MARCH 3 1956 AND ALL MARKS WERE
 BW2240'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE
 BW2240'MARK NO. 1 WERE DESTROYED AT THIS DATE AT THE REQUEST OF
 BW2240'THE MISSISSIPPI STATE HIGHWAY DEPARTMENT.  A NEW AZIMUTH
 BW2240'MARK WAS RESET 124.7 FEET SOUTH-SOUTHEAST AND IN LINE WITH
 BW2240'THE 1947 AZIMUTH MARK AND THE STATION.  REFERENCE MARK NO.
 BW2240'3 WAS ESTABLISHED AT THIS DATE.  THE DISKS FOR REFERENCE
 BW2240'MARK NO. 1 AND THE 1947 AZIMUTH MARK WERE RECLAIMED AT THIS
 BW2240'DATE.  A DIRECTION WAS TAKEN AT THIS TIME TO THE UNITED
 BW2240'GAS CO RADIO MAST, LOCATED 0.7 MILE SOUTH OF THE STATION,
 BW2240'WHICH MAY BE USED AS AN AZIMUTH.  A NEW DESCRIPTION
 BW2240'FOLLOWS--
 BW2240'
 BW2240'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF
 BW2240'TYLERTOWN, 0.2 MILE NORTH OF AN UNPAINTED CHURCH AND ABOUT
 BW2240'100 YARDS SOUTHWEST OF MR. N. RAYBORNS HOUSE, 36 FEET WEST
 BW2240'OF THE CENTERLINE OF THE ROAD, 85 FEET SOUTH OF A BOARD
 BW2240'GATE IN A FENCE LINE AND 4 FEET EAST OF A NORTH-SOUTH FENCE
 BW2240'LINE.  IT IS A STANDARD DISK, STAMPED ENON 1947, PROJECTING
 BW2240'1 INCH.
 BW2240'
 BW2240'REFERENCE MARK NO. 2 IS 76.17 FEET WEST OF THE STATION, IN
 BW2240'AN OPEN PASTURE, 112 FEET WEST OF THE CENTERLINE OF THE
 BW2240'ROAD AND 6 FEET SOUTHEAST OF A 20-INCH POST OAK TREE.  IT
 BW2240'IS A STANDARD DISK, STAMPED ENON NO 2 1947, PROJECTING 8
 BW2240'INCHES.
 BW2240'
 BW2240'REFERENCE MARK NO. 3 IS 91.37 FEET SOUTH OF THE STATION,
 BW2240'39 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF
 BW2240'A NORTH-SOUTH FENCE LINE AND 176 FEET SOUTH OF THE BOARD
 BW2240'GATE.  IT IS A STANDARD DISK, STAMPED ENON NO 3 1947, PROJECTING
 BW2240'4 INCHES.
 BW2240'
 BW2240'THE AZIMUTH MARK IS LOCATED 0.25 MILE SOUTH-SOUTHEAST OF
 BW2240'THE STATION, ON THE PROPERTY OWNED BY SAMUEL GARNER AND
 BW2240'IN THE SOUTHWEST CORNER OF THE FRONT YARD OF THE GARNER
 BW2240'HOUSE.  IT IS 47 FEET EAST OF THE CENTERLINE OF THE ROAD,
 BW2240'67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27
 BW2240'FEET SOUTH OF A 24-INCH OAK TREE, 8 FEET EAST OF A FENCE
 BW2240'CORNER AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 BW2240'IS A STANDARD DISK, STAMPED ENON 1947 RESET 1956, PROJECTING
 BW2240'4 INCHES.
 BW2240'
 BW2240'TO REACH THE STATION FROM THE COURTHOUSE IN TYLERTOWN, GO
 BW2240'NORTH ON STATE HIGHWAY 27 FOR 0.45 MILE TO THE JUNCTION
 BW2240'WITH STATE HIGHWAY 583, TURN LEFT ON STATE HIGHWAY 583 AND
 BW2240'GO 14.4 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR
 BW2240'1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 BW2240'0.25 MILE TO THE STATION ON THE LEFT.
 BW2240
 BW2240                          STATION RECOVERY (1969)
 BW2240
 BW2240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2240'THE STATION WAS VISITED AND THE UNDERGROUND MARK, AZIMUTH
 BW2240'MARK AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION
 BW2240'SURFACE MARK AND REFERENCE MARK NO. 3 WERE FOUND UPROOTED
 BW2240'AND LYING ON THE TOP OF THE GROUND THE DISK FOR THE STATION
 BW2240'MARK WAS USED IN ESTABLISHING A NEW SURFACE MARK AND THE
 BW2240'DISK FOR REFERENCE MARK NO. 3 WAS USED IN ESTABLISHING R.M.
 BW2240'NO. 4.  A NEW DESCRIPTION FOLLOWS--
 BW2240'
 BW2240'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF TYLERTOWN,
 BW2240'6.5 MILES WEST-NORTHWEST OF SANFERVILLE, ON THE NORTH EDGE
 BW2240'OF THE FRONT LAWN OF THE RESIDENCE OF MR. LARRY RAYBURN
 BW2240'AND ABOUT 0.2 MILE NORTH OF A CHURCH.  IT IS IN THE SE 1/2
 BW2240'OF SEC. 6 T4N, R 10E.  IT IS 36 FEET WEST-SOUTHWEST OF THE
 BW2240'CENTER OF STATE HIGHWAY 583, 113 FEET NORTH OF THE DRIVEWAY
 BW2240'TO THE RAYBURN HOUSE, 92 FEET SOUTH OF THE CENTER OF THE
 BW2240'FARM LANE LEADING WEST, 86.5 FEET WEST-SOUTHWEST OF A UTILITY
 BW2240'POLE WITH A TRANSFORMER AND A GUY WIRE, 81 FEET EAST OF A
 BW2240'20-INCH OAK TREE, 116.5 FEET NORTHEAST OF THE NORTHEAST
 BW2240'CORNER OF THE RAYBURN HOUSE AND 1 FOOT WEST OF A METAL
 BW2240'WITNESS POST.  IT IS A TRIANGULATION DISK, STAMPED ENON 1947
 BW2240'1969, FLUSH WITH THE GROUND.
 BW2240'
 BW2240'REFERENCE MARK NO. 2 IS 76.15 FEET WEST OF THE STATION.  IT
 BW2240'IS 112 FEET WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 BW2240'6 FEET SOUTHEAST OF A 20-INCH OAK TREE, 41.5 FEET NORTHEAST
 BW2240'OF THE NORTHEAST CORNER OF THE RAYBURN HOUSE, 89 FEET NORTHEAST
 BW2240'OF A 20 INCH OAK TREE AND 116 FEET NORTH OF THE CENTER OF THE
 BW2240'DRIVEWAY.  IT IS A REFERENCE MARK DISK, STAMPED ENON NO 2
 BW2240'1947, PROJECTING 8 INCHES.
 BW2240'
 BW2240'REFERENCE MARK NO. 4 IS 106.81 FEET NNW OF THE STATION, 52
 BW2240'FEET WSW OF THE CENTER OF THE HIGHWAY, 14 FEET N OF A FARM
 BW2240'LANE, 12 FEET W. OF A FENCE CORNER, 1.5 FEET N. OF A FENCE
 BW2240'LINE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE FARM LANE.  IT
 BW2240'IS A REFERENCE MARK DISK, STAMPED ENON 1947 NO 4 1969, PROJECTING
 BW2240'3 INCHES.
 BW2240'
 BW2240'THE AZIMUTH MARK IS 0.25 MILE SSE OF THE STATION, 49 FEET
 BW2240'E. OF THE CENTER OF THE ROAD, 63 FEET SW OF THE SW CORNER
 BW2240'OF A FRAME HOUSE WITH IMITATION BRICK SIDING, 8 FEET E. OF
 BW2240'A FENCE CORNER AND WITNESS SIGN, 31 FEET WNW OF A UTILITY
 BW2240'POLE WITH A TRANSFORMER AND 27.5 FEET S. OF A 20-INCHOAK
 BW2240'TREE.  IT IS AN AZIMUTH MARK DISK, STAMPED ENON 1947 RESET
 BW2240'1956, PROJECTING ABOUT 3 INCHES AND ABOUT 3 FEET ABOVE THE
 BW2240'LEVEL OF THE HIGHWAY.
 BW2240'
 BW2240'TO REACH THE STATION FROM THE WALTHALL COUNTY COURTHOUSE
 BW2240'IN TYLERTOWN GO NORTH ON STATE HIGHWAY 27 FOR 0.25 MILE TO
 BW2240'ITS JUNCTION WITH STATE HIGHWAY 583, TURN LEFT AND GO NORTHWEST
 BW2240'ON STATE HIGHWAY 583 FOR 14.85 MILES TO ITS JUNCTION WITH
 BW2240'STATE HIGHWAY 44, JUST NOERH OF ENON, CONTINUE NORTHWEST
 BW2240'ON STATE HIGHWAY 583 FOR 1.35 MILES TO THE AZIMUTH MARK ON
 BW2240'THE RIGHT, CONTINUE 0.2 MILE TO THE STATION ON THE LEFT
 BW2240'JUST BEFORE REACHING AN ANGLEING SIDE ROAD TO THE RIGHT.
 BW2240'
 BW2240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 BW2240'NW OF TYLERTOWN
 BW2240
 BW2240                          STATION RECOVERY (1970)
 BW2240
 BW2240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BW2240'1956 DESCRIPTION IS ADEQUATE.  R.M. 3 DESTROYED AND R.M. 4
 BW2240'SET IN 1969.  MEASUREMENTS CHECKED O.K.
 BW2240'
 BW2240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 BW2240'IS LOCATED 16 MILES NE OF TYLERTOWN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ4529 ***********************************************************************
 AJ4529  DESIGNATION -  ENON AZ MK RESET
 AJ4529  PID         -  AJ4529
 AJ4529  STATE/COUNTY-  MS/WALTHALL
 AJ4529  USGS QUAD   -  JAYESS (1970)
 AJ4529
 AJ4529                         *CURRENT SURVEY CONTROL
 AJ4529  ___________________________________________________________________
 AJ4529* NAD 83(2007)-  31 20 06.04217(N)    090 13 35.14320(W)     ADJUSTED  
 AJ4529* NAVD 88     -       140.3    (meters)     460.     (feet)  GPS OBS   
 AJ4529  ___________________________________________________________________
 AJ4529  EPOCH DATE  -        2002.00
 AJ4529  X           -     -21,549.262 (meters)                     COMP
 AJ4529  Y           -  -5,452,822.489 (meters)                     COMP
 AJ4529  Z           -   3,297,734.821 (meters)                     COMP
 AJ4529  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AJ4529  ELLIP HEIGHT-         113.818 (meters)          (02/10/07) ADJUSTED
 AJ4529  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AJ4529
 AJ4529  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4529  Type    PID    Designation                      North   East  Ellip
 AJ4529  -------------------------------------------------------------------
 AJ4529  NETWORK AJ4529 ENON AZ MK RESET                  1.45   1.47   6.08
 AJ4529  -------------------------------------------------------------------
 AJ4529
 AJ4529.The horizontal coordinates were established by GPS observations
 AJ4529.and adjusted by the National Geodetic Survey in February 2007.
 AJ4529
 AJ4529.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4529.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4529.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4529.The epoch date for horizontal control is a decimal equivalence
 AJ4529.of Year/Month/Day.
 AJ4529
 AJ4529.The orthometric height was determined by GPS observations and a
 AJ4529.high-resolution geoid model.
 AJ4529
 AJ4529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4529
 AJ4529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4529
 AJ4529.The ellipsoidal height was determined by GPS observations
 AJ4529.and is referenced to NAD 83.
 AJ4529
 AJ4529.The geoid height was determined by GEOID03.
 AJ4529
 AJ4529;                    North         East     Units Scale Factor Converg.
 AJ4529;SPC MS W     -   203,423.347   710,173.478   MT  0.99995128   +0 03 20.1
 AJ4529;SPC MS W     -   667,398.10  2,329,960.82   sFT  0.99995128   +0 03 20.1
 AJ4529;UTM  15      - 3,470,053.943   763,899.411   MT  1.00045909   +1 26 35.5
 AJ4529
 AJ4529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4529!SPC MS W     -   0.99998213  x   0.99995128  =   0.99993341
 AJ4529!UTM  15      -   0.99998213  x   1.00045909  =   1.00044121
 AJ4529
 AJ4529                          SUPERSEDED SURVEY CONTROL
 AJ4529
 AJ4529  ELLIP H (04/15/02)  113.826  (m)                       GP(       ) 4 2
 AJ4529  NAD 83(1993)-  31 20 06.04190(N)    090 13 35.14291(W) AD(       ) 1
 AJ4529  ELLIP H (02/15/02)  113.823  (m)                       GP(       ) 4 1
 AJ4529
 AJ4529.Superseded values are not recommended for survey control.
 AJ4529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4529.See file dsdata.txt to determine how the superseded data were derived.
 AJ4529
 AJ4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6389970054(NAD 83)
 AJ4529_MARKER: DZ = AZIMUTH MARK DISK
 AJ4529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4529_STAMPING: ENON 1947 RESET 1956
 AJ4529_MARK LOGO: CGS   
 AJ4529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4529+STABILITY: SURFACE MOTION
 AJ4529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4529+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AJ4529
 AJ4529  HISTORY     - Date     Condition        Report By
 AJ4529  HISTORY     - 1956     MONUMENTED       CGS
 AJ4529  HISTORY     - 20000901 GOOD             NGS
 AJ4529
 AJ4529                          STATION DESCRIPTION
 AJ4529
 AJ4529'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000
 AJ4529'STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTHEAST OF MCCOMB, MS,
 AJ4529'(IN THE DIRECTION OF RTE 44) ALONG STATE ROUTE 583 IN NORTHWEST
 AJ4529'WALTHALL COUNTY.  TO REACH THE STATION FROM THE INTERSECTION OF RTES
 AJ4529'44 AND 583, NORTH OF THE COMMUNITY OF ENON, DRIVE NORTHWEST ON RTE 583
 AJ4529'FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT, EAST, SIDE OF THE
 AJ4529'HWY.  IT IS EASTWARD ACROSS THE HWY FROM A 1 STORY FRAME HOUSE
 AJ4529'NO.1664, ON THE NORTH SIDE OF AN E-W WIRE FENCE AT THE CENTER OF A
 AJ4529'GATE, 37.5 FT (11.4 M) EAST OF THE EAST EOP OF THE HWY, 28.0 FT (8.5
 AJ4529'M) WOUTH OF A LARGE OAK TREE, AND 8 FT (2.4 M) EAST OF A FENCE CORNER
 AJ4529'POST AND A METAL WITNESS POST.  THE STATION IS A CGS AZIMUTH MARK
 AJ4529'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0236 ***********************************************************************
 CO0236  DESIGNATION -  ENONDALE
 CO0236  PID         -  CO0236
 CO0236  STATE/COUNTY-  MS/KEMPER
 CO0236  USGS QUAD   -  PORTERVILLE (1987)
 CO0236
 CO0236                         *CURRENT SURVEY CONTROL
 CO0236  ___________________________________________________________________
 CO0236* NAD 83(1993)-  32 38 03.26838(N)    088 29 52.61570(W)     ADJUSTED  
 CO0236* NAVD 88     -       103.279  (meters)     338.84   (feet)  ADJUSTED  
 CO0236  ___________________________________________________________________
 CO0236  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CO0236  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CO0236  DYNAMIC HT  -         103.160 (meters)     338.45  (feet)  COMP
 CO0236  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CO0236
 CO0236  HORZ ORDER  -  THIRD
 CO0236  VERT ORDER  -  FIRST     CLASS II
 CO0236
 CO0236.The horizontal coordinates were established by classical geodetic methods
 CO0236.and adjusted by the National Geodetic Survey in May 1994.
 CO0236
 CO0236.The orthometric height was determined by differential leveling
 CO0236.and adjusted in June 1991.
 CO0236
 CO0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0236
 CO0236.The geoid height was determined by GEOID03.
 CO0236
 CO0236.The dynamic height is computed by dividing the NAVD 88
 CO0236.geopotential number by the normal gravity value computed on the
 CO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0236.degrees latitude (g = 980.6199 gals.).
 CO0236
 CO0236.The modeled gravity was interpolated from observed gravity values.
 CO0236
 CO0236;                    North         East     Units Scale Factor Converg.
 CO0236;SPC MS E     -   347,527.971   331,469.946   MT  0.99996221   +0 10 51.1
 CO0236;SPC MS E     - 1,140,181.35  1,087,497.65   sFT  0.99996221   +0 10 51.1
 CO0236;SPC AL W     -   292,491.881   506,359.825   MT  1.00004142   -0 32 17.5
 CO0236;UTM  16      - 3,611,730.755   359,486.604   MT  0.99984346   -0 48 28.6
 CO0236
 CO0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0236!SPC MS E     -   0.99998827  x   0.99996221  =   0.99995048
 CO0236!SPC AL W     -   0.99998827  x   1.00004142  =   1.00002969
 CO0236!UTM  16      -   0.99998827  x   0.99984346  =   0.99983174
 CO0236
 CO0236:                Primary Azimuth Mark                     Grid Az
 CO0236:SPC MS E     -  ENONDALE AZ MK                           017 12 29.5
 CO0236:SPC AL W     -  ENONDALE AZ MK                           017 55 38.1
 CO0236:UTM  16      -  ENONDALE AZ MK                           018 11 49.2
 CO0236
 CO0236|---------------------------------------------------------------------|
 CO0236| PID    Reference Object                     Distance      Geod. Az  |
 CO0236|                                                           dddmmss.s |
 CO0236| CO0239 ENONDALE AZ MK                                     0172320.6 |
 CO0236| CO0237 ENONDALE RM 1                        29.250 METERS 18510     |
 CO0236| CO0238 ENONDALE RM 2                        26.205 METERS 31710     |
 CO0236| CO0247 PORTER                              APPROX. 5.8 KM 3483725.4 |
 CO0236|---------------------------------------------------------------------|
 CO0236
 CO0236                          SUPERSEDED SURVEY CONTROL
 CO0236
 CO0236  NAD 83(1993)-  32 38 03.27483(N)    088 29 52.61653(W) AD(       ) 3
 CO0236  NAD 83(1986)-  32 38 03.27891(N)    088 29 52.61841(W) AD(       ) 3
 CO0236  NAD 27      -  32 38 02.79200(N)    088 29 52.48100(W) AD(       ) 3
 CO0236  NGVD 29 (??/??/92)  103.256  (m)          338.77   (f) ADJ UNCH    1 2
 CO0236
 CO0236.Superseded values are not recommended for survey control.
 CO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0236.See file dsdata.txt to determine how the superseded data were derived.
 CO0236
 CO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5948711731(NAD 83)
 CO0236_MARKER: DS = TRIANGULATION STATION DISK
 CO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0236_STAMPING: ENONDALE 1955
 CO0236_MARK LOGO: CGS   
 CO0236_PROJECTION: RECESSED 3 CENTIMETERS
 CO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0236+STABILITY: SURFACE MOTION
 CO0236
 CO0236  HISTORY     - Date     Condition        Report By
 CO0236  HISTORY     - 1955     MONUMENTED       CGS
 CO0236  HISTORY     - 1964     GOOD             MSHD
 CO0236  HISTORY     - 1964     GOOD             MSHD
 CO0236  HISTORY     - 1983     GOOD             NGS
 CO0236  HISTORY     - 1985     GOOD             MSSU
 CO0236
 CO0236                          STATION DESCRIPTION
 CO0236
 CO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO0236'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF LAUDERDALE, 4 MILES
 CO0236'SOUTHWEST OF PORTERVILLE, ON A HIGH BANK WEST OF U.S.
 CO0236'HIGHWAY 45 AND IS ON PROPERTY OWNED BY MR. DANIEL COTTON.
 CO0236'IT IS 163 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 CO0236'HOUSE, 38 FEET NORTH OF A POWER LINE POLE, 23 FEET EAST
 CO0236'OF THE CENTER OF A DRIVE-WAY AND 4 FEET NORTHWEST OF A
 CO0236'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CO0236'ENONDALE 1955.
 CO0236'
 CO0236'REFERENCE MARK NO. 1 IS 31 FEET SOUTHWEST OF THE CENTER OF A
 CO0236'DRIVEWAY. THE MARK IS FLUSH AND THE DISK IS STAMPED ENONDALE NO 1
 CO0236'1955.
 CO0236'
 CO0236'REFERENCE MARK NO. 2 IS 91 FEET EAST OF THE SOUTHEAST CORNER OF A
 CO0236'FRAME HOUSE AND 27 FEET NORTH OF A POWER LINE POLE.  THE MARK IS
 CO0236'FLUSH AND THE DISK IS STAMPED ENONDALE NO 2 1955.
 CO0236'
 CO0236'AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF U.S. HIGHWAY 45 AND
 CO0236'2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 CO0236'INCHES AND THE DISK IS STAMPED ENONDALE 1955.
 CO0236'
 CO0236'TO REACH THE STATION FROM THE INTERSECTION OF A RAILROAD CROSSING
 CO0236'AND A PAVED ROAD JUST SOUTH OF THE RAILROAD DEPOT IN LAUDERDALE,
 CO0236'GO WEST ON PAVED ROAD FOR 0.15 MILE TO THE JUNCTION WITH U.S.
 CO0236'HIGHWAY 45, TURN RIGHT AND GO NORTH ON HIGHWAY 45 FOR 7.65
 CO0236'MILES TO A DRIVE-WAY LEFT*, TURN LEFT AND GO NORTHWEST ON
 CO0236'DRIVE-WAY FOR 0.05 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 CO0236'
 CO0236'TO REACH AZIMUTH MARK FROM THIS POINT*, GO NORTH ON U.S. HIGHWAY 45
 CO0236'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CO0236'
 CO0236'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 CO0236
 CO0236                          STATION RECOVERY (1964)
 CO0236
 CO0236'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0236'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CO0236'CONDITION.  THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO0236'LEVELS WERE RUN ON ALL MARKS AND SECOND ORDER ELEVATIONS
 CO0236'ESTABLISHED AT THIS TIME.
 CO0236
 CO0236                          STATION RECOVERY (1964)
 CO0236
 CO0236'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0236'7.5 MI N FROM LAUDERDALE.
 CO0236'TO REACH THE MARK FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN
 CO0236'LAUDERDALE, GO WEST ON AN EAST-WEST PAVED STREET 0.15 MILE TO U. S.
 CO0236'HIGHWAY 45, TURN RIGHT, AND GO NORTH ON U. S. 45 FOR 4.0 MILES TO THE
 CO0236'LAUDERDALE-KEMPER COUNTY LINE, CONTINUE NORTH ON U. S. 45 FOR 3.6
 CO0236'MILES TO A DRIVEWAY ON THE LEFT ANGLING NORTHWESTERLY, TURN LEFT AND
 CO0236'GO UPHILL 0.05 MILE TO A HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.
 CO0236'THE MARK IS A DISK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST.
 CO0236'IT IS 163 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 38
 CO0236'FEET NORTH OF A POWERLINE POLE, 23 FEET EAST OF THE CENTER OF A
 CO0236'DRIVEWAY, ABOUT LEVEL WITH THE DRIVEWAY, AND IS FLUSH WITH THE GROUND.
 CO0236'A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 CO0236
 CO0236                          STATION RECOVERY (1983)
 CO0236
 CO0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0236'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0236'LAUDERDALE, THENCE 10.5 KM (6.55 MI) NORTH ALONG U.S. HIGHWAY 45 TO A
 CO0236'GRAVELED DRIVEWAY LEADING NORTHWEST (UPHILL), THENCE 0.1 KM (0.05 MI)
 CO0236'NORTHWEST TO THE TOP OF THE HILL AND THE MARK, ON THE NORTHEAST SIDE
 CO0236'OF THE DRIVEWAY, 26.20 METERS (85.97 FT) SOUTHEAST OF ENONDALE RM 1,
 CO0236'49.07 METERS (161.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CO0236'HOUSE, 11.58 METERS (38.0 FT) NORTH OF A POWERLINE POLE, AND
 CO0236'7.01 METERS (23.0 FT) EAST-NORTHEAST OF THE CENTER OF THE DRIVEWAY.
 CO0236'NOTE, THIS HIGHWAY IS PROPOSED TO BE THE NEW SOUTHBOUND LANE OF U.S.
 CO0236'HIGHWAY 45 WHEN RECONSTRUCTION IS COMPLETED.
 CO0236'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CO0236'THE MARK IS 0.46 M ABOVE DRIVEWAY.
 CO0236
 CO0236                          STATION RECOVERY (1985)
 CO0236
 CO0236'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (FS)
 CO0236'ENONDALE 1955 FOUND GOOD.
 CO0236'
 CO0236'ENONDALE NO 1 1955 FOUND GOOD.
 CO0236'
 CO0236'ENONDALE NO 2 1955 FOUND GOOD.
 CO0236'
 CO0236'(AZ MK) NOT RECOVERED - MSHD HAS CLEARED AREA EAST OF HIGHWAY WHERE
 CO0236'AZ. MK. WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0239 ***********************************************************************
 CO0239  DESIGNATION -  ENONDALE AZ MK
 CO0239  PID         -  CO0239
 CO0239  STATE/COUNTY-  MS/KEMPER
 CO0239  USGS QUAD   -  PORTERVILLE (1987)
 CO0239
 CO0239                         *CURRENT SURVEY CONTROL
 CO0239  ___________________________________________________________________
 CO0239* NAD 83(1986)-  32 38 12.     (N)    088 29 49.     (W)     SCALED    
 CO0239* NAVD 88     -        80.274  (meters)     263.37   (feet)  ADJUSTED  
 CO0239  ___________________________________________________________________
 CO0239  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CO0239  DYNAMIC HT  -          80.181 (meters)     263.06  (feet)  COMP
 CO0239  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CO0239
 CO0239  VERT ORDER  -  FIRST     CLASS II
 CO0239
 CO0239.The horizontal coordinates were scaled from a topographic map and have
 CO0239.an estimated accuracy of +/- 6 seconds.
 CO0239
 CO0239.The orthometric height was determined by differential leveling
 CO0239.and adjusted in June 1991.
 CO0239
 CO0239.The geoid height was determined by GEOID03.
 CO0239
 CO0239.The dynamic height is computed by dividing the NAVD 88
 CO0239.geopotential number by the normal gravity value computed on the
 CO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0239.degrees latitude (g = 980.6199 gals.).
 CO0239
 CO0239.The modeled gravity was interpolated from observed gravity values.
 CO0239
 CO0239;                    North         East    Units  Estimated Accuracy
 CO0239;SPC MS E     -   347,800.      331,560.      MT  (+/- 180 meters Scaled)
 CO0239
 CO0239                          SUPERSEDED SURVEY CONTROL
 CO0239
 CO0239  NGVD 29 (??/??/92)   80.274  (m)          263.37   (f) ADJ UNCH    1 2
 CO0239
 CO0239.Superseded values are not recommended for survey control.
 CO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0239.See file dsdata.txt to determine how the superseded data were derived.
 CO0239
 CO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB595119(NAD 83)
 CO0239_MARKER: DZ = AZIMUTH MARK DISK
 CO0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0239_STAMPING: ENONDALE 1955
 CO0239_MARK LOGO: CGS   
 CO0239_PROJECTION: FLUSH
 CO0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0239+STABILITY: SURFACE MOTION
 CO0239
 CO0239  HISTORY     - Date     Condition        Report By
 CO0239  HISTORY     - 1955     MONUMENTED       CGS
 CO0239  HISTORY     - 1964     GOOD             MSHD
 CO0239  HISTORY     - 1983     GOOD             NGS
 CO0239
 CO0239                          STATION DESCRIPTION
 CO0239
 CO0239'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0239'7.7 MI N FROM LAUDERDALE.
 CO0239'TO REACH THE MARK FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN
 CO0239'LAUDERDALE, GO WEST ON AN EAST-WEST PAVED STREET 0.15 MILE TO U. S.
 CO0239'HIGHWAY 45, TURN RIGHT AND GO NORTH ON U. S. 45 FOR 4.0 MILES TO THE
 CO0239'LAUDERDALE-KEMPER COUNTY LINE, CONTINUE NORTH ON U. S. 45 FOR 3.6
 CO0239'MILES TO TRIANGULATION STATION ENONDALE ON THE LEFT AT THE TOP OF A
 CO0239'HILL, CONTINUE AHEAD 0.2 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 CO0239'DISK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST.  IT IS 49 FEET
 CO0239'EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET ABOVE THE LEVEL
 CO0239'OF THE HIGHWAY, AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET
 CO0239'1.0 FOOT WEST OF THE MARK.
 CO0239
 CO0239                          STATION RECOVERY (1983)
 CO0239
 CO0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0239'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0239'(1.35 MI) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN
 CO0239'LAUDERDALE, THENCE 10.8 KM (6.75 MI) NORTH ALONG U.S. HIGHWAY 45,
 CO0239'0.4 KM (0.25 MI) SOUTH OF A BLACKTOP ROAD LEADING EAST, 14.93 METERS
 CO0239'(49.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE, THIS HIGHWAY
 CO0239'IS PROPOSED TO BE THE NEW SOUTHBOUND LANE OF U.S. HIGHWAY 45 WHEN
 CO0239'RECONSTRUCTION IS COMPLETED, THIS MARK POSSIBLY MAY BE DESTROYED.
 CO0239'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CO0239'THE MARK IS 2.13 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0237 ***********************************************************************
 CO0237  DESIGNATION -  ENONDALE RM 1
 CO0237  PID         -  CO0237
 CO0237  STATE/COUNTY-  MS/KEMPER
 CO0237  USGS QUAD   -  PORTERVILLE (1987)
 CO0237
 CO0237                         *CURRENT SURVEY CONTROL
 CO0237  ___________________________________________________________________
 CO0237* NAD 83(1986)-  32 38 02.     (N)    088 29 53.     (W)     SCALED    
 CO0237* NAVD 88     -        99.944  (meters)     327.90   (feet)  ADJUSTED  
 CO0237  ___________________________________________________________________
 CO0237  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO0237  DYNAMIC HT  -          99.829 (meters)     327.52  (feet)  COMP
 CO0237  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CO0237
 CO0237  VERT ORDER  -  FIRST     CLASS II
 CO0237
 CO0237.The horizontal coordinates were scaled from a topographic map and have
 CO0237.an estimated accuracy of +/- 6 seconds.
 CO0237
 CO0237.The orthometric height was determined by differential leveling
 CO0237.and adjusted in June 1991.
 CO0237
 CO0237.The geoid height was determined by GEOID03.
 CO0237
 CO0237.The dynamic height is computed by dividing the NAVD 88
 CO0237.geopotential number by the normal gravity value computed on the
 CO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0237.degrees latitude (g = 980.6199 gals.).
 CO0237
 CO0237.The modeled gravity was interpolated from observed gravity values.
 CO0237
 CO0237;                    North         East    Units  Estimated Accuracy
 CO0237;SPC MS E     -   347,490.      331,460.      MT  (+/- 180 meters Scaled)
 CO0237
 CO0237                          SUPERSEDED SURVEY CONTROL
 CO0237
 CO0237  NGVD 29 (??/??/92)   99.918  (m)          327.81   (f) ADJ UNCH    1 2
 CO0237
 CO0237.Superseded values are not recommended for survey control.
 CO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0237.See file dsdata.txt to determine how the superseded data were derived.
 CO0237
 CO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB594116(NAD 83)
 CO0237_MARKER: DR = REFERENCE MARK DISK
 CO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0237_STAMPING: ENONDALE NO 1 1955
 CO0237_MARK LOGO: CGS   
 CO0237_PROJECTION: RECESSED 6 CENTIMETERS
 CO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0237+STABILITY: SURFACE MOTION
 CO0237
 CO0237  HISTORY     - Date     Condition        Report By
 CO0237  HISTORY     - 1955     MONUMENTED       CGS
 CO0237  HISTORY     - 1964     GOOD             NGS
 CO0237  HISTORY     - 1983     GOOD             NGS
 CO0237
 CO0237                          STATION DESCRIPTION
 CO0237
 CO0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CO0237'7.5 MI N FROM LAUDERDALE.
 CO0237'TO REACH THE MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STATION IN
 CO0237'LAUDERDALE, GO WEST ON AN EAST-WEST PAVED STREET 0.15 MILE TO U. S.
 CO0237'HIGHWAY 45, TURN RIGHT AND GO NORTH ON U. S. 45 FOR 4.0 MILES TO THE
 CO0237'LAUDERDALE-KEMPER COUNTY LINE, CONTINUE NORTH ON U. S. 45 FOR 3.6
 CO0237'MILES TO A DRIVEWAY ON THE LEFT ANGLING NORTHWESTERLY, TURN LEFT AND
 CO0237'GO UPHILL 0.05 MILE TO A HOUSE AND THE MARK ON THE LEFT.  THE MARK IS
 CO0237'A DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  IT IS 250
 CO0237'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 95.96 FEET
 CO0237'SOUTH OF TRIANGULATION STATION ENONDALE 1955, 31 FEET SOUTHWEST OF THE
 CO0237'CENTER OF A DRIVEWAY AND IS FLUSH WITH THE GROUND.  A METAL WITNESS
 CO0237'POST WAS SET 1.0 FOOT EAST OF THE MARK.
 CO0237
 CO0237                          STATION RECOVERY (1983)
 CO0237
 CO0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0237'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0237'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0237'LAUDERDALE, THENCE 10.5 KM (6.55 MI) NORTH ALONG U.S. HIGHWAY 45 TO A
 CO0237'GRAVELED DRIVEWAY LEADING NORTHWEST (UPHILL), THENCE 0.1 KM (0.05 MI)
 CO0237'NORTHWEST TO THE TOP OF THE DRIVEWAY, THE MARK IS ABOUT 0.6 METER
 CO0237'(2.0 FT) BELOW THE DRIVEWAY AND ABOUT 1.82 METERS (6.0 FT) BELOW THE
 CO0237'STATION MARK (ENONDALE 1955), 74.98 METERS (246.0 FT) SOUTH-SOUTHEAST
 CO0237'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 29.24 METERS (95.96 FT)
 CO0237'SOUTH OF THE STATION MARK, AND 9.44 METERS (31.0 FT) SOUTHWEST OF THE
 CO0237'CENTER OF THE DRIVEWAY.  NOTE, THIS HIGHWAY IS PROPOSED TO BE THE NEW
 CO0237'SOUTHBOUND LANE OF U.S. HIGHWAY 45 WHEN RECONSTRUCTION IS COMPLETED.
 CO0237'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CO0237'THE MARK IS 0.3 M BELOW DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0238 ***********************************************************************
 CO0238  DESIGNATION -  ENONDALE RM 2
 CO0238  PID         -  CO0238
 CO0238  STATE/COUNTY-  MS/KEMPER
 CO0238  USGS QUAD   -  PORTERVILLE (1987)
 CO0238
 CO0238                         *CURRENT SURVEY CONTROL
 CO0238  ___________________________________________________________________
 CO0238* NAD 83(1986)-  32 38 02.     (N)    088 29 53.     (W)     SCALED    
 CO0238* NAVD 88     -       102.200  (meters)     335.30   (feet)  ADJUSTED  
 CO0238  ___________________________________________________________________
 CO0238  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO0238  DYNAMIC HT  -         102.083 (meters)     334.92  (feet)  COMP
 CO0238  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CO0238
 CO0238  VERT ORDER  -  FIRST     CLASS II
 CO0238
 CO0238.The horizontal coordinates were scaled from a topographic map and have
 CO0238.an estimated accuracy of +/- 6 seconds.
 CO0238
 CO0238.The orthometric height was determined by differential leveling
 CO0238.and adjusted in June 1991.
 CO0238
 CO0238.The geoid height was determined by GEOID03.
 CO0238
 CO0238.The dynamic height is computed by dividing the NAVD 88
 CO0238.geopotential number by the normal gravity value computed on the
 CO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0238.degrees latitude (g = 980.6199 gals.).
 CO0238
 CO0238.The modeled gravity was interpolated from observed gravity values.
 CO0238
 CO0238;                    North         East    Units  Estimated Accuracy
 CO0238;SPC MS E     -   347,490.      331,460.      MT  (+/- 180 meters Scaled)
 CO0238
 CO0238                          SUPERSEDED SURVEY CONTROL
 CO0238
 CO0238  NGVD 29 (??/??/92)  102.177  (m)          335.23   (f) ADJ UNCH    1 2
 CO0238
 CO0238.Superseded values are not recommended for survey control.
 CO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0238.See file dsdata.txt to determine how the superseded data were derived.
 CO0238
 CO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB594116(NAD 83)
 CO0238_MARKER: DR = REFERENCE MARK DISK
 CO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0238_STAMPING: ENONDALE NO 2 1955
 CO0238_MARK LOGO: CGS   
 CO0238_PROJECTION: PROJECTING 3 CENTIMETERS
 CO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0238+STABILITY: SURFACE MOTION
 CO0238
 CO0238  HISTORY     - Date     Condition        Report By
 CO0238  HISTORY     - 1955     MONUMENTED       CGS
 CO0238  HISTORY     - 1964     GOOD             MSHD
 CO0238  HISTORY     - 1983     GOOD             NGS
 CO0238
 CO0238                          STATION DESCRIPTION
 CO0238
 CO0238'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0238'7.5 MI N FROM LAUDERDALE.
 CO0238'TO REACH THE MARK FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN
 CO0238'LAUDERDALE, GO WEST ON AN EAST-WEST PAVED STREET 0.15 MILE TO U. S.
 CO0238'HIGHWAY 45, TURN RIGHT AND GO NORTH ON U. S. 45 FOR 4.0 MILES TO THE
 CO0238'LAUDERDALE-KEMPER COUNTY LINE, CONTINUE NORTH ON U. S. 45 FOR 3.6
 CO0238'MILES TO A DRIVEWAY ON THE LEFT ANGLING NORTHWESTERLY, TURN LEFT AND
 CO0238'GO UPHILL 0.05 MILE TO A HOUSE ON THE LEFT AND THE MARK IN A PARKING
 CO0238'AREA IN FRONT OF THE HOUSE.  THE MARK IS A DISK SET IN THE TOP OF AN
 CO0238'11-INCH SQUARE CONCRETE POST.  IT IS 91 FEET EAST OF THE SOUTHEAST
 CO0238'CORNER OF THE HOUSE, 85.97 FEET NORTHWEST OF TRIANGULATION STATION
 CO0238'ENONDALE 1955, 27 FEET NORTH OF A POWERLINE POLE, ABOUT LEVEL WITH THE
 CO0238'DRIVEWAY AND PROJECTS 1 INCH.
 CO0238
 CO0238                          STATION RECOVERY (1983)
 CO0238
 CO0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0238'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0238'(1.35 MI) NORTH ALONG OLD U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 CO0238'LAUDERDALE, THENCE 10.5 KM (6.55 MI) NORTH ALONG U.S. HIGHWAY 45, AT A
 CO0238'GRAVELED DRIVEWAY LEADING NORTHWEST UPHILL, THENCE 0.1 KM (0.05 MI)
 CO0238'NORTHWEST TO THE TOP OF THE HILL AND THE MARK IN THE PARKING AREA,
 CO0238'EAST OF A WOOD FRAME HOUSE, 24.68 METERS (81.0 FT) EAST OF THE
 CO0238'SOUTHEAST CORNER OF THE HOUSE, 26.20 METERS (85.97 FT) NORTHWEST OF
 CO0238'THE STATION MARK (ENONDALE 1955), AND 8.22 METERS (27.0 FT) NORTH OF A
 CO0238'POWERLINE POLE.  NOTE, THIS HIGHWAY IS PROPOSED TO BE THE NEW
 CO0238'SOUTHBOUND LANE OF U.S. HIGHWAY 45 WHEN RECONSTRUCTION IS COMPLETED.
 CO0238'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1416 ***********************************************************************
 CO1416  DESIGNATION -  ENOS
 CO1416  PID         -  CO1416
 CO1416  STATE/COUNTY-  MS/RANKIN
 CO1416  USGS QUAD   -  PELAHATCHIE (1982)
 CO1416
 CO1416                         *CURRENT SURVEY CONTROL
 CO1416  ___________________________________________________________________
 CO1416* NAD 83(1993)-  32 15 55.91407(N)    089 48 16.62557(W)     ADJUSTED  
 CO1416* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CO1416  ___________________________________________________________________
 CO1416  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CO1416  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CO1416  HORZ ORDER  -  THIRD
 CO1416
 CO1416.The horizontal coordinates were established by classical geodetic methods
 CO1416.and adjusted by the National Geodetic Survey in May 1994.
 CO1416
 CO1416.The orthometric height was scaled from a topographic map.
 CO1416
 CO1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1416
 CO1416.The geoid height was determined by GEOID03.
 CO1416
 CO1416;                    North         East     Units Scale Factor Converg.
 CO1416;SPC MS W     -   306,715.105   749,813.251   MT  0.99998059   +0 16 56.1
 CO1416;SPC MS W     - 1,006,281.14  2,460,012.31   sFT  0.99998059   +0 16 56.1
 CO1416;SPC MS E     -   307,006.511   208,488.404   MT  1.00005323   -0 31 06.8
 CO1416;SPC MS E     - 1,007,237.19    684,015.71   sFT  1.00005323   -0 31 06.8
 CO1416;UTM  16      - 3,573,322.043   235,809.408   MT  1.00046081   -1 29 53.1
 CO1416
 CO1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1416!SPC MS W     -   0.99998172  x   0.99998059  =   0.99996231
 CO1416!SPC MS E     -   0.99998172  x   1.00005323  =   1.00003495
 CO1416!UTM  16      -   0.99998172  x   1.00046081  =   1.00044252
 CO1416
 CO1416:                Primary Azimuth Mark                     Grid Az
 CO1416:SPC MS W     -  PELAHATCHEE MUNICIPAL TANK               007 27 11.5
 CO1416:SPC MS E     -  PELAHATCHEE MUNICIPAL TANK               008 15 14.4
 CO1416:UTM  16      -  PELAHATCHEE MUNICIPAL TANK               009 14 00.7
 CO1416
 CO1416|---------------------------------------------------------------------|
 CO1416| PID    Reference Object                     Distance      Geod. Az  |
 CO1416|                                                           dddmmss.s |
 CO1416| CO1415 PELAHATCHEE MUNICIPAL TANK          APPROX. 5.3 KM 0074407.6 |
 CO1416| CF9644 ENOS AZ MK                                         0525103.5 |
 CO1416| CF9645 ENOS RM 1                            28.420 METERS 08405     |
 CO1416| CF9646 ENOS RM 2                            29.484 METERS 17511     |
 CO1416| CF9647 ENOS RM 3                            26.768 METERS 31511     |
 CO1416|---------------------------------------------------------------------|
 CO1416
 CO1416                          SUPERSEDED SURVEY CONTROL
 CO1416
 CO1416  NAD 83(1986)-  32 15 55.92777(N)    089 48 16.62232(W) AD(       ) 3
 CO1416  NAD 27      -  32 15 55.39900(N)    089 48 16.34500(W) AD(       ) 3
 CO1416
 CO1416.Superseded values are not recommended for survey control.
 CO1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1416.See file dsdata.txt to determine how the superseded data were derived.
 CO1416
 CO1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3580973322(NAD 83)
 CO1416_MARKER: DS = TRIANGULATION STATION DISK
 CO1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1416_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1416+STABILITY: SURFACE MOTION
 CO1416
 CO1416  HISTORY     - Date     Condition        Report By
 CO1416  HISTORY     - 1945     MONUMENTED       CGS
 CO1416  HISTORY     - 1957     GOOD             CGS
 CO1416  HISTORY     - 1961     GOOD             MSHD
 CO1416  HISTORY     - 1977     GOOD             MSHD
 CO1416
 CO1416                          STATION DESCRIPTION
 CO1416
 CO1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1416'STATION IN LOCATED IN THE V OF THE FORK OF TWO GRAVEL ROADS,
 CO1416'ABOUT 3-1/2 MILES S OF PELAHATCHEE, AND ON LAND OWNED BY MR. ENOS
 CO1416'TOWNSEND.  IT IS 83 FEET E OF THE CENTER OF THE TWO ROADS, AND
 CO1416'10.5 FEET W OF A STANDARD WITNESS POST.
 CO1416'
 CO1416'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1416'POST, IS STAMPED ENOS 1945, AND PROJECTS ABOUT 4 INCHES ABOVE
 CO1416'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CO1416'CONCRETE.
 CO1416'
 CO1416'REFERENCE MARK 1 IS 93.25 FEET ENE OF THE STATION ON THE SW SIDE
 CO1416'OF THE ROAD, AND 19 FEET SW OF THE CENTER OF THE ROAD.  IT IS A
 CO1416'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED ENOS
 CO1416'NO 1 1945 AND PROJECTS ABOUT 4 INCHES.
 CO1416'
 CO1416'REFERENCE MARK 2 IS 96.73 FEET S OF THE STATION ON THE W SIDE
 CO1416'OF THE ROAD AND 20 FEET W OF THE CENTER OF THE ROAD.  IT IS A
 CO1416'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CO1416'ENOS NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1416'
 CO1416'AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION IN THE EAST
 CO1416'FENCE LINE OF A CULTIVATED FIELD, 3 FEET SW OF A STANDARD
 CO1416'WITNESS POST, AND 9 FEET S OF A FENCE CORNER.  IT IS A BRONZE
 CO1416'AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED ENOS 1945,
 CO1416'AND PROJECTS ABOUT 6 INCHES.
 CO1416'
 CO1416'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 CO1416'INTERSECTION IN PELAHATCHEE, GO S ON MAIN ROAD 0.1 MILE TO A
 CO1416'FORK JUST AFTER CROSSING THE RAILROAD TRACKS, TAKE RIGHT FORK, GO
 CO1416'1.25 MILES TO FORK, TAKE RIGHT FORK AND GO 1 MILE TO ANOTHER FORK,
 CO1416'CONTINUE STRAIGHT AHEAD (LEFT FORK) AND GO 1.35 MILES TO A FORK
 CO1416'AND THE STATION IN THE FORK.
 CO1416'
 CO1416'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E 0.1 MILE TO
 CO1416'A DIM ROAD LEFT, TURN LEFT AND THEN RIGHT AND GO ABOUT 0.15
 CO1416'MILE TO A GATE, PASS THROUGH GATE AND FOLLOW FENCE N ABOUT 0.1
 CO1416'MILE TO END OF FENCE LINE AND THE AZIMUTH MARK NEAR THE FENCE
 CO1416'CORNER.
 CO1416'
 CO1416'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1416
 CO1416                          STATION RECOVERY (1957)
 CO1416
 CO1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1416'THE STATION WAS VISITED 6-11-57 AND THE STATION MARK, RM. NO 1
 CO1416'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CO1416'MARK IS OBSTRUCTED FROM THE STATION BY TREES ABOUT MIDWAY BETWEEN
 CO1416'THE STATION AND THE AZIMUTH MARK.  REFERENCE MARK NO. 2 WAS FOUND
 CO1416'DESTROYED AND LYING ON THE TOP OF THE GROUND, THE DISK WAS
 CO1416'REMOVED STAMPED NO. 3 AND USED TO ESTABLISHED REFERENCE MARK NO.
 CO1416'3.  THE STATION AND REFERENCE MARK NO. 1 ARE ON LAND OWNED BY
 CO1416'MR.  RHODES.  REFERENCE MARK NO. 3 AND THE AZIMUTH MARK ARE ON
 CO1416'LAND OWNED BY MR. LEE KNIGHT.  A NEW DESCRIPTION FOLLOWS-
 CO1416'
 CO1416'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF PELAHATCHIE
 CO1416'AND 11 MILES EAST-SOUTHEAST OF BRANDON, IN THE FORKS OF A GRAVELED
 CO1416'ROAD AND ON LAND OWNED BY MR. RHODES.  IT IS 83 FEET EAST OF
 CO1416'THE CENTER OF THE FORK OF THE GRAVELED ROADS, 27 FEET SOUTH OF
 CO1416'THE CENTER OF THE GRAVELED ROAD LEADING EAST, 42 FEET
 CO1416'EAST-NORTHEAST OF THE CENTER LINE OF THE MAIN GRAVELED ROAD
 CO1416'LEADING SOUTH, 11 FEET EAST-NORTHEAST OF A FENCE LINE, 20 FEET
 CO1416'EAST OF A FENCE CORNER, 34 FEET NORTH OF AN OLD DEAD SNAG, AND
 CO1416'9 FEET SOUTH OF A FENCE LINE, AND IN THE NORTHWEST CORNER OF A
 CO1416'CULTIVATED FIELD.  IT IS A STANDARD DISK, STAMPED ENOS
 CO1416'1945, PROJECTING 3 INCHES.
 CO1416'
 CO1416'REFERENCE MARK NO. 1 IS 93.24 FEET EAST OF THE STATION, 17 FEET
 CO1416'SOUTH OF THE CENTER OF THE GRAVELED ROAD LEADING EAST, 2 FEET
 CO1416'SOUTH OF A FENCE LINE, 112 FEET EAST OF A FENCE CORNER, SOUTH AND
 CO1416'OPPOSITE THE DRIVEWAY LEADING TO THE WEATHERSBY HOUSE AND AT THE
 CO1416'NORTH EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK, STAMPED
 CO1416'ENOS NO 1 1945, FLUSH WITH THE GROUND.
 CO1416'
 CO1416'REFERENCE MARK NO. 3 IS 87.82 FEET NORTHWEST OF THE STATION,
 CO1416'56 FEET NORTH OF THE CENTER OF THE FORKS OF THE GRAVELED ROADS, 42
 CO1416'FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD LEADING EAST,
 CO1416'52 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE MAIN GRAVELED
 CO1416'ROAD LEADING SOUTH, 3-1/2 FEET EAST OF A 10-INCH PINE TREE AND AT
 CO1416'THE SOUTHWEST CORNER OF THE CULTIVATED FIELD WEST OF THE HOUSE.
 CO1416'IT IS A STANDARD DISK, STAMPED ENOS NO 3 1945, PROJECTING 6
 CO1416'INCHES.
 CO1416'
 CO1416'THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION ON
 CO1416'PROPERTY OWNED BY MR. LEE KNIGHT, AT THE EAST EDGE OF A CULTIVATED
 CO1416'FIELD AND ABOUT 75 YARDS SOUTH OF THE NORTHEAST CORNER OF THE
 CO1416'FIELD, 2-1/2 FEET WEST OF A FENCE LINE, 20 FEET WEST OF A TRACK
 CO1416'ROAD, 2-1/2 FEET WEST OF A 10-INCH OAK TREE IN THE FENCE LINE
 CO1416'AND 3-1/2 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK,
 CO1416'STAMPED ENOS 1945, PROJECTING 8 INCHES.
 CO1416'
 CO1416'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 CO1416'INTERSECTION IN THE CENTER OF PALAHATCHIE, GO SOUTH ON STATE
 CO1416'HIGHWAY 43 FOR 0.1 MILE TO A FORKS JUST AFTER CROSSING THE RAILROAD
 CO1416'TRACKS, TAKE RIGHT FORK AND GO SOUTHEAST ON STATE HIGHWAY 43 FOR
 CO1416'1.25 MILE TO A FORK AND THE PRESTAGE GROCERY STORE ON THE RIGHT,
 CO1416'TAKE RIGHT FORK (STATE HIGHWAY 43 TURNS LEFT), AND GO 1.0 MILE
 CO1416'TO A FORKS, TAKE LEFT FORK AND GO 1.35 MILE TO THE STATION IN
 CO1416'THE FORKS.
 CO1416'
 CO1416'TO REACH THE AZIMUTH MARK FORM THE STATION GO EAST ON GRAVELED
 CO1416'ROAD FOR ABOUT 25 YARDS TO THE DRIVEWAY ON THE LEFT, TURN LEFT
 CO1416'INTO DRIVEWAY AND EAST PASSING TO THE SOUTH OF THE HOUSE AND A
 CO1416'LONG CHICKEN SHED FOR 0.1 MILE TO A WIRE GATE AT THE EAST END OF
 CO1416'THE CHICKEN SHED, PASS THROUGH THE GATE AND GO EAST FOR 0.15 MILE
 CO1416'(PASSING TO THE RIGHT OF A POND) TO A GATE IN A NORTH-SOUTH
 CO1416'FENCE LINE, ABOUT 50 YARDS SOUTH OF A T-FENCE CORNER, PASS
 CO1416'THROUGH THE GATE, TURN LEFT AND FOLLOW ALONG THE EAST SIDE OF THE
 CO1416'FENCE LINE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE
 CO1416'EAST EDGE OF A CULTIVATED FIELD.
 CO1416
 CO1416                          STATION RECOVERY (1961)
 CO1416
 CO1416'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1416'THE STATION WAS VISITED 7-28-61.  THE STATION, AZIMUTH MARK, R.M. NO.
 CO1416'1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CO1416'
 CO1416'THE 1957 RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO1416
 CO1416                          STATION RECOVERY (1977)
 CO1416
 CO1416'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1416'THE STATION WAS VISITED 3-29-77 AND THE STATION MARK, RM NO 1,
 CO1416'RM NO 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CO1416'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 CO1416'
 CO1416'THE STATION IS LOCATED 3.3 MILES SOUTH OF PELAHATCHIE, 10.2 MILES
 CO1416'EAST OF BRANDON IN THE SOUTHEAST ANGLE OF THE JUNCTION OF TWO BLACK
 CO1416'TOP ROADS IN THE NORTHEAST 1/4 OF SECTION 20, T 5N, R 5E.  IT IS 44
 CO1416'FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 29 FEET SOUTH OF
 CO1416'THE CENTER OF ANOTHER BLACK TOP ROAD, 70.5 FEET WEST OF A 9 INCH
 CO1416'GUM, 12.5 FEET SOUTHEAST OF A FENCE CORNER, 2.5 FEET NORTHEAST OF A
 CO1416'METAL WITNESS POST IN A FENCE LINE AND PROJECTS 4 INCHES.  IT IS A
 CO1416'TRIANGULATION DISK, STAMPED ENOS 1945.
 CO1416'
 CO1416'REFERENCE MARK NO 1 IS 93.24 FEET EAST OF THE STATION.  IT IS 118
 CO1416'FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 103 FEET EAST OF A
 CO1416'FENCE CORNER, 23 FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 22.5
 CO1416'FEET EAST OF A 9 INCH GUM, 1 FOOT SOUTH OF A METAL WITNESS POST
 CO1416'IN A FENCE LINE AND IS FLUSH WITH THE GROUND.  IT IS A REFERENCE
 CO1416'MARK DISK, STAMPED ENOS NO 1 1945.
 CO1416'
 CO1416'REFERENCE MARK NO 3 IS 87.82 FEET NORTHWEST OF THE STATION.  IT IS
 CO1416'50 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 33 FEET NORTH
 CO1416'OF THE CENTER OF ANOTHER BLACK TOP ROAD, 16.5 FEET WEST-NORTHWEST OF
 CO1416'A WATER METER, 11 FEET NORTH OF A 9 INCH TWIN GUM ACTING AS A
 CO1416'FENCE CORNER AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK
 CO1416'DISK, STAMPED ENOS NO 3 1945.
 CO1416'
 CO1416'THE AZIMUTH MARK IS 0.3 MILE NORHTEAST ACROSS AN OPEN PASTURE FROM
 CO1416'THE STATION ABOUT 160 YARDS NORTHEAST OF THE EAST END OF A POND DAM,
 CO1416'ABOUT 75 YARDS SOUTH OF THE NORTHEAST CORNER OF THE PASTURE, 20
 CO1416'FEET WEST OF THE CENTER OF A TRACK ROAD, 7 FEET SOUTHWEST OF A 12
 CO1416'INCH OAK IN A FENCE LINE, 4 FEET NORTH OF A 6 INCH GUM, 2.5 FEET
 CO1416'WEST OF A 15 INCH OAK IN A FENCE LINE, 1 FOOT EAST OF A METAL
 CO1416'WITNESS POST AND PROJECTS 8 INCHES.  IT IS AN AZIMUTH MARK DISK,
 CO1416'STAMPED ENOS 1945.
 CO1416'
 CO1416'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 43 AND
 CO1416'U.S. HIGHWAY 80 AT THE WEST EDGE OF PELAHATCHIE GO SOUTH ON STATE
 CO1416'HIGHWAY 43 FOR 1.35 MILES TO A FORK (0.2 MILE BEYOND THE I-20
 CO1416'OVERPASS).  CONTINUE SOUTH ON A BLACK TOP ROAD FOR 1.1 MILES TO A
 CO1416'FORK.  TAKE THE LEFT FORK AND GO SOUTH ON A BLACK TOP ROAD FOR
 CO1416'1.3 MILES TO A FORK AND THE STATION STRAIGHT AHEAD.
 CO1416'
 CO1416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES SOUTH
 CO1416'OF PELAHATCHIE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1265 ***********************************************************************
 CO1265  DESIGNATION -  ENTERPRISE LOOKOUT TOWER
 CO1265  PID         -  CO1265
 CO1265  STATE/COUNTY-  MS/CLARKE
 CO1265  USGS QUAD   -  STONEWALL (1983)
 CO1265
 CO1265                         *CURRENT SURVEY CONTROL
 CO1265  ___________________________________________________________________
 CO1265* NAD 83(1993)-  32 07 53.41853(N)    088 51 18.81782(W)     ADJUSTED  
 CO1265* NAVD 88     -              **(meters)            **(feet)            
 CO1265  ___________________________________________________________________
 CO1265  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CO1265  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CO1265  HORZ ORDER  -  THIRD
 CO1265
 CO1265.The horizontal coordinates were established by classical geodetic methods
 CO1265.and adjusted by the National Geodetic Survey in May 1994.
 CO1265
 CO1265
 CO1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1265
 CO1265.The geoid height was determined by GEOID03.
 CO1265
 CO1265;                    North         East     Units Scale Factor Converg.
 CO1265;SPC MS E     -   291,731.118   297,934.244   MT  0.99995005   -0 00 41.9
 CO1265;SPC MS E     -   957,121.18    977,472.60   sFT  0.99995005   -0 00 41.9
 CO1265;UTM  16      - 3,556,519.409   325,001.069   MT  0.99997768   -0 59 13.1
 CO1265
 CO1265                          SUPERSEDED SURVEY CONTROL
 CO1265
 CO1265  NAD 83(1993)-  32 07 53.42973(N)    088 51 18.81924(W) AD(       ) 4
 CO1265  NAD 83(1986)-  32 07 53.43163(N)    088 51 18.82030(W) AD(       ) 4
 CO1265  NAD 27      -  32 07 52.89600(N)    088 51 18.64000(W) AD(       ) 3
 CO1265
 CO1265.Superseded values are not recommended for survey control.
 CO1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1265.See file dsdata.txt to determine how the superseded data were derived.
 CO1265
 CO1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA2500156519(NAD 83)
 CO1265_MARKER: 57 = LOOKOUT TOWER
 CO1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1265+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 CO1265
 CO1265  HISTORY     - Date     Condition        Report By
 CO1265  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1265  HISTORY     - 1956     GOOD             CGS
 CO1265  HISTORY     - 1964     GOOD             MSHD
 CO1265  HISTORY     - 19910411 SEE DESCRIPTION  MSHD
 CO1265
 CO1265                          STATION DESCRIPTION
 CO1265
 CO1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1265'THE STATION IS THE CENTER OF THE BASE OF THE STATE FOREST LOOKOUT
 CO1265'TOWER ENTERPRISE MARKED BY TRIANGULATION STATION KIDD R.M. 1.  IT
 CO1265'IS ON THE WEST SIDE OF U.S. HIGHWAY 11 ABOUT 3 MILES SOUTHWEST
 CO1265'OF ENTERPRISE AND ABOUT 3 MILES WEST OF STONEWALL.  THE TOWER IS
 CO1265'A FOUR-LEGGED STEEL STRUCTURE ABOUT 105 FEET HIGH AND HAS AN
 CO1265'ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 CO1265'
 CO1265'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KIDD
 CO1265'TO THE REFERENCE MARK AT THE CENTER OF THE BASE OF THE TOWER.  THE
 CO1265'DISTANCE IS 52.86 FEET, 16.115 METERS.
 CO1265'
 CO1265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 CO1265'STATE HIGHWAY 513 IN ENTERPRISE, GO SOUTH ON HIGHWAY 11 FOR 3.25
 CO1265'MILES TO THE STATION ON THE RIGHT, WEST SIDE OF THE HIGHWAY.
 CO1265
 CO1265                          STATION RECOVERY (1956)
 CO1265
 CO1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1265'RECOVERED IN GOOD CONDITION.
 CO1265
 CO1265                          STATION RECOVERY (1964)
 CO1265
 CO1265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1265'THE STATION WAS VISITED APRIL 1964 AND FOUND IN GOOD CONDITION.
 CO1265'
 CO1265'THE DESCRIPTION IS ADEQUATE.
 CO1265
 CO1265                          STATION RECOVERY (1991)
 CO1265
 CO1265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1265'THE STATION SITE WAS VISITED AND FOUND THAT THE TOWER HAS BEEN TORN
 CO1265'DOWN. THE FOUR CONCRETE FOOTINGS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1266 ***********************************************************************
 CO1266  DESIGNATION -  ENTERPRISE SOUTH NAT GAS CO WATER TANK
 CO1266  PID         -  CO1266
 CO1266  STATE/COUNTY-  MS/CLARKE
 CO1266  USGS QUAD   -  STONEWALL (1983)
 CO1266
 CO1266                         *CURRENT SURVEY CONTROL
 CO1266  ___________________________________________________________________
 CO1266* NAD 83(1993)-  32 08 55.81499(N)    088 50 37.76459(W)     ADJUSTED  
 CO1266* NAVD 88     -              **(meters)            **(feet)            
 CO1266  ___________________________________________________________________
 CO1266  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CO1266  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CO1266  HORZ ORDER  -  THIRD
 CO1266
 CO1266.The horizontal coordinates were established by classical geodetic methods
 CO1266.and adjusted by the National Geodetic Survey in May 1994.
 CO1266
 CO1266
 CO1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1266
 CO1266.The geoid height was determined by GEOID03.
 CO1266
 CO1266;                    North         East     Units Scale Factor Converg.
 CO1266;SPC MS E     -   293,652.832   299,010.406   MT  0.99995001   -0 00 20.1
 CO1266;SPC MS E     -   963,426.00    981,003.31   sFT  0.99995001   -0 00 20.1
 CO1266;UTM  16      - 3,558,422.569   326,109.822   MT  0.99997291   -0 58 53.0
 CO1266
 CO1266                          SUPERSEDED SURVEY CONTROL
 CO1266
 CO1266  NAD 83(1993)-  32 08 55.82596(N)    088 50 37.76613(W) AD(       ) 4
 CO1266  NAD 83(1986)-  32 08 55.82802(N)    088 50 37.76666(W) AD(       ) 4
 CO1266  NAD 27      -  32 08 55.30000(N)    088 50 37.59000(W) AD(       ) 3
 CO1266
 CO1266.Superseded values are not recommended for survey control.
 CO1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1266.See file dsdata.txt to determine how the superseded data were derived.
 CO1266
 CO1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA2611058423(NAD 83)
 CO1266_MARKER: 51 = TANK
 CO1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1266+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1990
 CO1266
 CO1266  HISTORY     - Date     Condition        Report By
 CO1266  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1266  HISTORY     - 1956     GOOD             CGS
 CO1266  HISTORY     - 1964     GOOD             MSHD
 CO1266  HISTORY     - 19900531 GOOD             MSHD
 CO1266
 CO1266                          STATION DESCRIPTION
 CO1266
 CO1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1266'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 CO1266'SOUTHERN NATURAL GAS CO. LOCATED AT THE COMPANYS PUMPING STATION
 CO1266'ON THE EAST SIDE OF U.S. HIGHWAY 11 ABOUT 1-3/4 MILES SOUTH OF
 CO1266'ENTERPRISE.  IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 CO1266'STRUCTURE, IS ABOUT 85 FEET HIGH AND IS PAINTED SILVER WITH THE
 CO1266'NAME SOUTHERN NATURAL GAS CO. PAINTED ON THE NORTHWEST SIDE IN
 CO1266'BLACK LETTERS.
 CO1266'
 CO1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 CO1266'STATE HIGHWAY 513 IN ENTERPRISE, GO SOUTH ON HIGHWAY 11 FOR 1.8
 CO1266'MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVEL
 CO1266'ROAD FOR 0.1 MILE TO THE PUMPING STATION AND THE TANK AT THE
 CO1266'SOUTH END OF THE BUILDINGS.
 CO1266
 CO1266                          STATION RECOVERY (1956)
 CO1266
 CO1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1266'RECOVERED IN GOOD CONDITION.
 CO1266
 CO1266                          STATION RECOVERY (1964)
 CO1266
 CO1266'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1266'THE STATION WAS VISITED APRIL 1964 AND FOUND IN GOOD CONDITION.
 CO1266'
 CO1266'THE DESCRIPTION IS ADEQUATE.
 CO1266
 CO1266                          STATION RECOVERY (1990)
 CO1266
 CO1266'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1266'THE STATION IS THE CENTER TOP OF THE WATER TANK OF THE SOUTHERN
 CO1266'NATURAL GAS CO LOCATED AT THE COMPANYS PUMPING STATION ON THE EAST
 CO1266'SIDE OF U.S. HIGHWAY 11, ABOUT 1.75 MI (2.82 KM) SOUTH OF ENTERPRISE
 CO1266'AND IS IN SECTION 34, T 4N, R 14E. IT IS A STEEL TANK SUPPORTED BY A
 CO1266'FOUR-LEGGED STEEL STRUCTURE, ABOUT 85 FOOT (25.9 M) HIGH AND IS
 CO1266'PAINTED WHITE WITH THE NAME SOUTHERN NATURAL GAS CO. PAINTED ON THE
 CO1266'NORTHWEST SIDE.
 CO1266'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 513 IN
 CO1266'ENTERPRISE, GO SOUTH ON U.S. HIGHWAY 11 FOR 1.8 MI (2.9 KM) TO A
 CO1266'GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR
 CO1266'0.1 MI (0.2 KM) TO THE PUMPING STATION AND THE TANK AT THE SOUTH END
 CO1266'OF THE BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2473 ***********************************************************************
 BH2473  DESIGNATION -  ESSEX
 BH2473  PID         -  BH2473
 BH2473  STATE/COUNTY-  MS/GEORGE
 BH2473  USGS QUAD   -  MERRILL (1982)
 BH2473
 BH2473                         *CURRENT SURVEY CONTROL
 BH2473  ___________________________________________________________________
 BH2473* NAD 83(1993)-  30 56 39.86830(N)    088 37 52.46250(W)     ADJUSTED  
 BH2473* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BH2473  ___________________________________________________________________
 BH2473  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BH2473  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH2473  HORZ ORDER  -  SECOND
 BH2473
 BH2473.The horizontal coordinates were established by classical geodetic methods
 BH2473.and adjusted by the National Geodetic Survey in May 1994.
 BH2473
 BH2473.The orthometric height was scaled from a topographic map.
 BH2473
 BH2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2473
 BH2473.The geoid height was determined by GEOID03.
 BH2473
 BH2473;                    North         East     Units Scale Factor Converg.
 BH2473;SPC MS E     -   160,131.110   319,311.056   MT  0.99995460   +0 06 14.1
 BH2473;SPC MS E     -   525,363.48  1,047,606.36   sFT  0.99995460   +0 06 14.1
 BH2473;UTM  16      - 3,424,581.788   344,171.720   MT  0.99989954   -0 50 20.3
 BH2473
 BH2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2473!SPC MS E     -   0.99999567  x   0.99995460  =   0.99995027
 BH2473!UTM  16      -   0.99999567  x   0.99989954  =   0.99989521
 BH2473
 BH2473:                Primary Azimuth Mark                     Grid Az
 BH2473:SPC MS E     -  DAHL                                     348 22 57.4
 BH2473:UTM  16      -  DAHL                                     349 19 31.8
 BH2473
 BH2473|---------------------------------------------------------------------|
 BH2473| PID    Reference Object                     Distance      Geod. Az  |
 BH2473|                                                           dddmmss.s |
 BH2473| BH2476 DAHL                                APPROX. 0.6 KM 3482911.5 |
 BH2473|---------------------------------------------------------------------|
 BH2473
 BH2473                          SUPERSEDED SURVEY CONTROL
 BH2473
 BH2473  NAD 83(1993)-  30 56 39.87514(N)    088 37 52.45935(W) AD(       ) 2
 BH2473  NAD 83(1986)-  30 56 39.88656(N)    088 37 52.46205(W) AD(       ) 2
 BH2473  NAD 27      -  30 56 39.21700(N)    088 37 52.37000(W) AD(       ) 2
 BH2473
 BH2473.Superseded values are not recommended for survey control.
 BH2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2473.See file dsdata.txt to determine how the superseded data were derived.
 BH2473
 BH2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4417224582(NAD 83)
 BH2473_MARKER: DS = TRIANGULATION STATION DISK
 BH2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2473
 BH2473  HISTORY     - Date     Condition        Report By
 BH2473  HISTORY     - 1921     MONUMENTED       CGS
 BH2473  HISTORY     - 1938     SEE DESCRIPTION  MSHD
 BH2473
 BH2473                          STATION DESCRIPTION
 BH2473
 BH2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2473'STATION IS 3-1/4 MILES N OF LUCEDALE ON W LEFT SIDE OF TRACK ON
 BH2473'EXTENSION OF FORWARD TANGENT OF W LEFT RAIL.  ABOUT 110 METERS W OF
 BH2473'RAILROAD TRACK, 100 METERS NW OF RAILROAD BRIDGE 43/0.  ABOUT HALFWAY
 BH2473'BETWEEN BOTTOM AND TOP OF FIRST SHARP RISE IN HIGHWAY N OF ISABELLE,
 BH2473'12.98 METERS (42.59 FEET) E OF CENTER OF ROAD.
 BH2473'
 BH2473'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2473'CONCRETE.
 BH2473'
 BH2473'REFERENCE MARKS ARE ON SAME E SIDE OF ROAD, SAID REFERENCE MARKS
 BH2473'BEING TRIANGULAR BLAZES ON SWEET GUM AND PINE TREES.
 BH2473
 BH2473                          STATION RECOVERY (1938)
 BH2473
 BH2473'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1938 (BP)
 BH2473'EXTRACT FROM LETTER DATED DECEMBER 23, 1937 FROM BURKE POE, PROJECT
 BH2473'ENGINEER, MISSISSIPPI STATE HIGHWAY DEPARTMENT, LUCEDALE,
 BH2473'MISSISSIPPI-
 BH2473'
 BH2473'ESSEX 1921 IS LOCATED IN SEC. 24, T 1 S, R 7 W.  STATION IS
 BH2473'APPROXIMATELY 50 FEET N OF CENTER LINE OF THE PRESENT LOCATION
 BH2473'OF STATE HIGHWAY 15.
 BH2473'
 BH2473'BECAUSE OF THE NEW CONSTRUCTION THE STATION IN QUESTION IS PRECISELY
 BH2473'11.11 FEET N OF CENTER LINE OF THE NEW LOCATION AT STATION 146 PLUS
 BH2473'74.94 FEET.  THIS BRINGS THE TRIANGULATION STATION WITHIN THE LINE OF
 BH2473'CONSTRUCTION AND THERE WILL BE APPROXIMATELY 1.8-FOOT FILL AT THAT
 BH2473'POINT.
 BH2473'
 BH2473'INSTRUCTIONS WERE GIVEN FOR THE LOCATION OF ESSEX 2 AND THE SURFACE
 BH2473'AND UNDERGROUND MARKS FOR ESSEX 1921 WERE RECEIVED AT THE OFFICE
 BH2473'MARCH 30, 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1501 ***********************************************************************
 BH1501  DESIGNATION -  ESSEX 2
 BH1501  PID         -  BH1501
 BH1501  STATE/COUNTY-  MS/GEORGE
 BH1501  USGS QUAD   -  MERRILL (1982)
 BH1501
 BH1501                         *CURRENT SURVEY CONTROL
 BH1501  ___________________________________________________________________
 BH1501* NAD 83(1993)-  30 56 38.34232(N)    088 37 49.45497(W)     ADJUSTED  
 BH1501* NAVD 88     -        52.393  (meters)     171.89   (feet)  ADJUSTED  
 BH1501  ___________________________________________________________________
 BH1501  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BH1501  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH1501  DYNAMIC HT  -          52.325 (meters)     171.67  (feet)  COMP
 BH1501  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BH1501
 BH1501  HORZ ORDER  -  SECOND
 BH1501  VERT ORDER  -  SECOND    CLASS II
 BH1501
 BH1501.The horizontal coordinates were established by classical geodetic methods
 BH1501.and adjusted by the National Geodetic Survey in May 1994.
 BH1501
 BH1501.The orthometric height was determined by differential leveling
 BH1501.and adjusted in May 1996.
 BH1501
 BH1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1501
 BH1501.The geoid height was determined by GEOID03.
 BH1501
 BH1501.The dynamic height is computed by dividing the NAVD 88
 BH1501.geopotential number by the normal gravity value computed on the
 BH1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1501.degrees latitude (g = 980.6199 gals.).
 BH1501
 BH1501.The modeled gravity was interpolated from observed gravity values.
 BH1501
 BH1501;                    North         East     Units Scale Factor Converg.
 BH1501;SPC MS E     -   160,084.262   319,390.970   MT  0.99995464   +0 06 15.6
 BH1501;SPC MS E     -   525,209.78  1,047,868.54   sFT  0.99995464   +0 06 15.6
 BH1501;UTM  16      - 3,424,533.634   344,250.849   MT  0.99989923   -0 50 18.7
 BH1501
 BH1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1501!SPC MS E     -   0.99999624  x   0.99995464  =   0.99995088
 BH1501!UTM  16      -   0.99999624  x   0.99989923  =   0.99989547
 BH1501
 BH1501:                Primary Azimuth Mark                     Grid Az
 BH1501:SPC MS E     -  TEMPORARY POINT                          101 18 04.6
 BH1501:UTM  16      -  TEMPORARY POINT                          102 14 38.9
 BH1501
 BH1501|---------------------------------------------------------------------|
 BH1501| PID    Reference Object                     Distance      Geod. Az  |
 BH1501|                                                           dddmmss.s |
 BH1501| BH2480 TEMPORARY POINT                     429.975 METERS 1012420.2 |
 BH1501| BH2473 ESSEX                                92.638 METERS 30029     |
 BH1501|---------------------------------------------------------------------|
 BH1501
 BH1501                          SUPERSEDED SURVEY CONTROL
 BH1501
 BH1501  NAD 83(1993)-  30 56 38.34914(N)    088 37 49.45186(W) AD(       ) 2
 BH1501  NAD 83(1986)-  30 56 38.36073(N)    088 37 49.45484(W) AD(       ) 2
 BH1501  NAD 27      -  30 56 37.69126(N)    088 37 49.36347(W) AD(       ) 2
 BH1501  NGVD 29 (??/??/??)   52.383  (m)          171.86   (f) ADJUSTED    2 2
 BH1501
 BH1501.Superseded values are not recommended for survey control.
 BH1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1501.See file dsdata.txt to determine how the superseded data were derived.
 BH1501
 BH1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4425124534(NAD 83)
 BH1501_MARKER: DS = TRIANGULATION STATION DISK
 BH1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1501_STAMPING: ESSEX 2 1937
 BH1501_MARK LOGO: MSHD  
 BH1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1501+STABILITY: SURFACE MOTION
 BH1501
 BH1501  HISTORY     - Date     Condition        Report By
 BH1501  HISTORY     - 1937     MONUMENTED       MSHD
 BH1501  HISTORY     - 1937     GOOD             CGS
 BH1501  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BH1501
 BH1501                          STATION DESCRIPTION
 BH1501
 BH1501'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1937 (BP)
 BH1501'STATION ESSEX, 1921 WAS DESTROYED BY HIGHWAY CONSTRUCTION ON
 BH1501'MISSISSIPPI STATE ROUTE 15.  STATION ESSEX 2, WHICH WAS PROBABLY
 BH1501'STAMPED WITH THE DATE 1937, WAS ESTABLISHED BY BURKE POE, PROJECT
 BH1501'ENGINEER, MISSISSIPPI STATE HIGHWAY DEPARTMENT.
 BH1501'
 BH1501'STATION ESSEX, 1921 WAS 3-1/4 MILES NORTH OF LUCEDALE, ON WEST SIDE
 BH1501'OF TRACK ON EXTENSION OF FORWARD TANGENT OF WEST RAIL, ABOUT 110
 BH1501'METERS WEST OF R.R. TRACK, 100 METERS NW OF R.R. BRIDGE 43/0, ABOUT
 BH1501'HALFWAY BETWEEN BOTTOM AND TOP OF FIRST SHARP RISE IN HIGHWAY
 BH1501'NORTH OF ISABELLE.
 BH1501'
 BH1501'THE STATION WAS PROBABLY MARKED WITH STANDARD DISKS SET IN CONCRETE
 BH1501'FOR SURFACE AND UNDERGROUND MARKS.
 BH1501
 BH1501                          STATION RECOVERY (1937)
 BH1501
 BH1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 BH1501'2.7 MILES NORTHWEST FROM LUCEDALE.
 BH1501'THE MARK IS LOCATED 2.7 MILES NORTHWEST OF LUCEDALE NEAR THE SOUTH
 BH1501'RIGHT OF WAY OF U.S. HIGHWAY 98, 3.7 MILES SOUTH OF THE GEORGE-GREENE
 BH1501'COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 19,T 1S, R 6W. IT IS
 BH1501'124.55 FEET SOUTHWEST OF TRIANGULATION STATION ESSEX 3, 64 FEET SOUTH
 BH1501'OF THE CENTER OF HIGHWAY 98, 46 FEET SOUTHEAST OF A 12 INCH OAK, 23.5
 BH1501'FEET SOUTH OF THE EDGE OF A 10 FOOT BANK, 21 FEET SOUTHWEST OF A 10
 BH1501'INCH OAK, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BH1501'SQUARE CONCRETE POST ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BH1501'PROJECTS 6 INCHES.
 BH1501'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1501'98 FOR 2.5 MILES TO A SIDE ROAD LEADING TO A BOX FACTORY ON THE RIGHT.
 BH1501'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.55 MILE TO THE MARK ON THE
 BH1501'LEFT.
 BH1501
 BH1501                          STATION RECOVERY (1971)
 BH1501
 BH1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH1501'THE STATION WAS VISITED 4-20-71 AND WAS RECOVERED IN GOOD CONDITION
 BH1501'SINCE THERE WAS NO PREVIOUS DESCRIPTION OR VERIFIED POSITION OF THE
 BH1501'STATION A NEW STATION ESSEX 3 1971 WAS ESTABLISHED BY TRAVERSE FROM
 BH1501'STATION ISABELL 1921.  ESSEX 2 1937 WAS USED AS A REFERENCE MARK FOR
 BH1501'THIS NEW STATION.  SEE DESCRIPTION FOR ESSEX 3 1971
 BH1501'
 BH1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.7 MILES NORTHWEST
 BH1501'OF LUCEDALE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1502 ***********************************************************************
 BH1502  DESIGNATION -  ESSEX 3
 BH1502  PID         -  BH1502
 BH1502  STATE/COUNTY-  MS/GEORGE
 BH1502  USGS QUAD   -  MERRILL (1982)
 BH1502
 BH1502                         *CURRENT SURVEY CONTROL
 BH1502  ___________________________________________________________________
 BH1502* NAD 83(1993)-  30 56 39.36252(N)    088 37 48.65286(W)     ADJUSTED  
 BH1502* NAVD 88     -        48.090  (meters)     157.78   (feet)  ADJUSTED  
 BH1502  ___________________________________________________________________
 BH1502  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BH1502  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH1502  DYNAMIC HT  -          48.028 (meters)     157.57  (feet)  COMP
 BH1502  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BH1502
 BH1502  HORZ ORDER  -  SECOND
 BH1502  VERT ORDER  -  SECOND    CLASS II
 BH1502
 BH1502.The horizontal coordinates were established by classical geodetic methods
 BH1502.and adjusted by the National Geodetic Survey in May 1994.
 BH1502
 BH1502.The orthometric height was determined by differential leveling
 BH1502.and adjusted in May 1996.
 BH1502
 BH1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1502
 BH1502.The geoid height was determined by GEOID03.
 BH1502
 BH1502.The dynamic height is computed by dividing the NAVD 88
 BH1502.geopotential number by the normal gravity value computed on the
 BH1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1502.degrees latitude (g = 980.6199 gals.).
 BH1502
 BH1502.The modeled gravity was interpolated from observed gravity values.
 BH1502
 BH1502;                    North         East     Units Scale Factor Converg.
 BH1502;SPC MS E     -   160,115.718   319,412.204   MT  0.99995465   +0 06 16.1
 BH1502;SPC MS E     -   525,312.98  1,047,938.21   sFT  0.99995465   +0 06 16.1
 BH1502;UTM  16      - 3,424,564.734   344,272.596   MT  0.99989915   -0 50 18.3
 BH1502
 BH1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1502!SPC MS E     -   0.99999691  x   0.99995465  =   0.99995156
 BH1502!UTM  16      -   0.99999691  x   0.99989915  =   0.99989606
 BH1502
 BH1502:                Primary Azimuth Mark                     Grid Az
 BH1502:SPC MS E     -  ESSEX 3 AZ MK                            105 28 48.6
 BH1502:UTM  16      -  ESSEX 3 AZ MK                            106 25 23.0
 BH1502
 BH1502|---------------------------------------------------------------------|
 BH1502| PID    Reference Object                     Distance      Geod. Az  |
 BH1502|                                                           dddmmss.s |
 BH1502| BH1504 ESSEX 3 AZ MK                       APPROX. 0.6 KM 1053504.7 |
 BH1502| BH1501 ESSEX 2                              37.954 METERS 21407     |
 BH1502| BH1503 ESSEX 3 RM 1                         51.525 METERS 28601     |
 BH1502|---------------------------------------------------------------------|
 BH1502
 BH1502                          SUPERSEDED SURVEY CONTROL
 BH1502
 BH1502  NAD 83(1993)-  30 56 39.36933(N)    088 37 48.64974(W) AD(       ) 2
 BH1502  NAD 83(1986)-  30 56 39.38087(N)    088 37 48.65278(W) AD(       ) 2
 BH1502  NAD 27      -  30 56 38.71141(N)    088 37 48.56143(W) AD(       ) 2
 BH1502  NGVD 29 (??/??/??)   48.080  (m)          157.74   (f) ADJUSTED    2 2
 BH1502
 BH1502.Superseded values are not recommended for survey control.
 BH1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1502.See file dsdata.txt to determine how the superseded data were derived.
 BH1502
 BH1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4427324565(NAD 83)
 BH1502_MARKER: DS = TRIANGULATION STATION DISK
 BH1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1502_STAMPING: ESSEX 3 1971
 BH1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1502+STABILITY: SURFACE MOTION
 BH1502
 BH1502  HISTORY     - Date     Condition        Report By
 BH1502  HISTORY     - 1971     MONUMENTED       NGS
 BH1502  HISTORY     - 1971     GOOD             NGS
 BH1502  HISTORY     - 1976     GOOD             MSHD
 BH1502  HISTORY     - 1976     GOOD             NGS
 BH1502
 BH1502                          STATION DESCRIPTION
 BH1502
 BH1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH1502'THE STATION IS LOCATED 2.7 MILES NORTHWEST OF LUCEDALE, 3.7 MILES
 BH1502'SOUTH OF THE GEORGE-GREENE COUNTY LINE, IN THE SW 1/2 OF SEC. 19. T
 BH1502'1 S., R 6 W. IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 98.  IT IS
 BH1502'54.5 FEET NORTH OF THE CENTER OF THE ROAD, 131.5 FEET WNW OF
 BH1502'POWER POLE NO. 8, 9 FEET NORTH OF THE CENTER OF A TRACK ROAD, 56
 BH1502'WEST OF A 10-INCH OAK TREE, 41 FEET SOUTH OF A 12-INCH OAK TREE,
 BH1502'37.5 FEET SOUTHEAST OF A 10-INCH OAK TREE, ABOUT 3 FEET ABOVE
 BH1502'THE LEVEL OF THE HIGHWAY, AND 1 FOOT NORTH OF A METAL WITNESS
 BH1502'POST.  IT IS A TRIANGULATION STATION DISK, STAMPED ESSEX 3 1971
 BH1502'PROJECTING 3 INCHES.
 BH1502'
 BH1502'REFERENCE MARK NO. 1 IS 169.04 FEET WEST OF THE STATION.  IT IS
 BH1502'55 FEET NORTH OF THE CENTER OF THE HIGHWAY, 13 FEET NORTH OF POLE
 BH1502'NO 9, 16 FEET WSW OF A 10-INCH OAK TREE, AND 1 FOOT NORTH OF A
 BH1502'METAL WITNESS AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT
 BH1502'IS A REFERENCE MARK DISK STAMPED ESSEX 2 NO 1 1971 PROJECTING 2
 BH1502'INCHES.
 BH1502'
 BH1502'ESSEX 2 1937 IS 124.55 FEET SOUTHWEST OF THE STATION, 64 FEET SOUTH
 BH1502'OF THE CENTER OF THE HIGHWAY, 23.5 FEET SOUTH OF THE EDGE OF A
 BH1502'10-FOOT CUT BANK, 13 FEET WSW OF A POWER POLE, 21 FEET SW OF A
 BH1502'10-INCH OAK TREE, 46 FEET SOUTHEAST OF A 12-INCH OAK TREE AND
 BH1502'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS ABOUT 15 FEET ABOVE
 BH1502'THE LEVEL OF THE HIGHWAY.  IT IS A TRIANGULATION DISK STAMPED
 BH1502'ESSEX 2 1937, PROJECTING 6 INCHES.
 BH1502'
 BH1502'THE AZIMUTH MARK IS 0.35 MILE ESE OF THE STATION, 47.5 FEET
 BH1502'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 44.5 FEET SOUTHEAST
 BH1502'OF THE EAST END OF THE HEADWALL OF A BOX CULVERT, 92 FEET SSE OF
 BH1502'A POWER POLE NO. 2, 31 FEET NORTHWEST OF POWER POLE NO 749, 3
 BH1502'FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 BH1502'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT IS AN AZIMUTH
 BH1502'MARK DISK, STAMPED ESSEX 3 1971, PROJECTING 2 INCHES.
 BH1502'
 BH1502'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST
 BH1502'ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 BH1502'HIGHWAY 26 AND 63, CONTINUE WEST ON U.S. HIGHWAY 98 FOR 2.25 MILE
 BH1502'TO A SIDE ROAD RIGHT LEADING TO A BOX FACTORY, CONTINUE WEST
 BH1502'FOR 0.2 MILE TO A RAMP OVER THE RAILROAD TRACKS AND THE AZIMUTH
 BH1502'MARK ON THE LEFT, CONTINUE WEST FOR 0.35 MILE TO THE STATION ON
 BH1502'THE RIGHT ON THE PORTION OF THE OLD HIGHWAY.
 BH1502
 BH1502                          STATION RECOVERY (1971)
 BH1502
 BH1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1502'2.7 MILES NORTHWEST FROM LUCEDALE.
 BH1502'THE MARK IS LOCATED 2.7 MILES NORTHWEST OF LUCEDALE ON THE NORTH
 BH1502'RIGHT OF WAY OF U.S. HIGHWAY 98, 3.7 MILES SOUTH OF THE GEORGE-GREENE
 BH1502'COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 19,T 1S, R 6W. IT IS
 BH1502'131.5 FEET WEST-NORTHWEST OF POWER POLE NO. 8, 54.5 FEET NORTH OF THE
 BH1502'CENTER OF HIGHWAY 98, 56 FEET WEST OF A 10 INCH OAK. 37.5 FEET SOUTH-
 BH1502'EAST OF A 10 INCH OAK, 9 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 BH1502'1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BH1502'ROUND CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BH1502'PROJECTS 3 INCHES.
 BH1502'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1502'98 FOR 2.5 MILES TO A SIDE ROAD LEADING TO A BOX FACTORY ON THE RIGHT.
 BH1502'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.55 MILE TO THE MARK ON THE
 BH1502'RIGHT.
 BH1502
 BH1502                          STATION RECOVERY (1976)
 BH1502
 BH1502'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 BH1502'THE STATION WAS VISITED 8-11-76 AND THE STATION MARK, RM NO 1,
 BH1502'ESSEX 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BH1502'DESCRIPTION BY L.F.S. IN 1971 IS ADEQUATE.
 BH1502
 BH1502                          STATION RECOVERY (1976)
 BH1502
 BH1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BH1502'THE STATION WAS VISITED 7-27-76 AND ALL MARKS WERE RECOVERED IN
 BH1502'GOOD CONDITION.  THE 1971 DESCRIPTION IS ADEQUATE AND COMPLETE AT
 BH1502'THIS TIME.
 BH1502'
 BH1502'THE DISTANCE BETWEEN ESSEX 3 AND ESSEX 2 WAS MEASURED
 BH1502'ELECTRONICALLY AND FOUND TO BE 37.954 METERS OR 124.52 FEET.
 BH1502'
 BH1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH1502'2.7 MILES NORTHWEST OF LUCEDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1504 ***********************************************************************
 BH1504  DESIGNATION -  ESSEX 3 AZ MK
 BH1504  PID         -  BH1504
 BH1504  STATE/COUNTY-  MS/GEORGE
 BH1504  USGS QUAD   -  LUCEDALE (1982)
 BH1504
 BH1504                         *CURRENT SURVEY CONTROL
 BH1504  ___________________________________________________________________
 BH1504* NAD 83(1993)-  30 56 34.17275(N)    088 37 27.06749(W)     ADJUSTED  
 BH1504* NAVD 88     -        41.725  (meters)     136.89   (feet)  ADJUSTED  
 BH1504  ___________________________________________________________________
 BH1504  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BH1504  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH1504  DYNAMIC HT  -          41.671 (meters)     136.72  (feet)  COMP
 BH1504  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BH1504
 BH1504  HORZ ORDER  -  SECOND
 BH1504  VERT ORDER  -  SECOND    CLASS II
 BH1504
 BH1504.The horizontal coordinates were established by classical geodetic methods
 BH1504.and adjusted by the National Geodetic Survey in May 1994.
 BH1504
 BH1504.The orthometric height was determined by differential leveling
 BH1504.and adjusted in May 1996.
 BH1504
 BH1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1504
 BH1504.The geoid height was determined by GEOID03.
 BH1504
 BH1504.The dynamic height is computed by dividing the NAVD 88
 BH1504.geopotential number by the normal gravity value computed on the
 BH1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1504.degrees latitude (g = 980.6199 gals.).
 BH1504
 BH1504.The modeled gravity was interpolated from observed gravity values.
 BH1504
 BH1504;                    North         East     Units Scale Factor Converg.
 BH1504;SPC MS E     -   159,956.957   319,985.447   MT  0.99995493   +0 06 27.1
 BH1504;SPC MS E     -   524,792.12  1,049,818.92   sFT  0.99995493   +0 06 27.1
 BH1504;UTM  16      - 3,424,396.572   344,843.117   MT  0.99989696   -0 50 07.1
 BH1504
 BH1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1504!SPC MS E     -   0.99999791  x   0.99995493  =   0.99995284
 BH1504!UTM  16      -   0.99999791  x   0.99989696  =   0.99989487
 BH1504
 BH1504:                Primary Azimuth Mark                     Grid Az
 BH1504:SPC MS E     -  ISABELL                                  092 49 41.0
 BH1504:UTM  16      -  ISABELL                                  093 46 15.2
 BH1504
 BH1504|---------------------------------------------------------------------|
 BH1504| PID    Reference Object                     Distance      Geod. Az  |
 BH1504|                                                           dddmmss.s |
 BH1504| BH0458 ISABELL                             464.196 METERS 0925608.1 |
 BH1504| BH1502 ESSEX 3                             APPROX. 0.6 KM 2853515.8 |
 BH1504| BH2450 POINT A OFFSET                        6.473 METERS 32534     |
 BH1504|---------------------------------------------------------------------|
 BH1504
 BH1504                          SUPERSEDED SURVEY CONTROL
 BH1504
 BH1504  NAD 83(1993)-  30 56 34.17931(N)    088 37 27.06445(W) AD(       ) 2
 BH1504  NAD 83(1986)-  30 56 34.19118(N)    088 37 27.06742(W) AD(       ) 2
 BH1504  NAD 27      -  30 56 33.52136(N)    088 37 26.97690(W) AD(       ) 2
 BH1504  NGVD 29 (??/??/??)   41.715  (m)          136.86   (f) ADJUSTED    2 2
 BH1504
 BH1504.Superseded values are not recommended for survey control.
 BH1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1504.See file dsdata.txt to determine how the superseded data were derived.
 BH1504
 BH1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4484324397(NAD 83)
 BH1504_MARKER: DZ = AZIMUTH MARK DISK
 BH1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1504_STAMPING: ESSEX 3 AZ MK 1971
 BH1504_MARK LOGO: NGS   
 BH1504_PROJECTION: PROJECTING 5 CENTIMETERS
 BH1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1504+STABILITY: SURFACE MOTION
 BH1504
 BH1504  HISTORY     - Date     Condition        Report By
 BH1504  HISTORY     - 1971     MONUMENTED       NGS
 BH1504  HISTORY     - 1971     GOOD             NGS
 BH1504
 BH1504                          STATION DESCRIPTION
 BH1504
 BH1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH1504'THE STATION IS LOCATED 2.3 MILES NORTHWEST OF LUCEDALE 4.0 MILES
 BH1504'SOUTH OF THE GEORGE-GREENE COUNTY LINE, IN THE SW 1/2 OF
 BH1504'SEC. 19, T 1 S., R 6 W., IN THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 BH1504'98.  IT IS 47.5 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98,
 BH1504'44.5 FEET SOUTHEAST OF THE EAST END OF THE HEADWALL OF A BOX
 BH1504'CULVERT.  92 FEET SSE OF POWER POLE NO. 2, 31 FEET NW OF A POWER
 BH1504'POLE NO. 749, 3 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL
 BH1504'WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BH1504'IT IS AN AZIMUTH MARK DISK, STAMPED ESSEX 3 1971, PROJECTING 2
 BH1504'INCHES.
 BH1504'
 BH1504'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST
 BH1504'ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 BH1504'HIGHWAY 26 AND 63, CONTINUE WEST FOR 2.45 MILES TO THE MARK ON
 BH1504'THE LEFT.
 BH1504
 BH1504                          STATION RECOVERY (1971)
 BH1504
 BH1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH1504'2.35 MILES NORTHWEST FROM LUCEDALE.
 BH1504'THE MARK IS LOCATED 2.35 MILES NORTHWEST OF LUCEDALE ON THE SOUTH
 BH1504'RIGHT OF WAY OF U.S. HIGHWAY 98 IN THE SOUTHWEST 1/4 OF SECTION 19,
 BH1504'1S, R 6W. IT IS 92 FEET SOUTH-SOUTHEAST OF POWER POLE NO. 2, 47.5 FEET
 BH1504'SOUTHWEST OF THE CENTER OF HIGHWAY 98, 44.5 FEET SOUTHEAST OF THE EAST
 BH1504'END OF THE HEADWALL OF A BOX CULVERT, 31 FEET NORTHWEST OF POWER POLE
 BH1504'NO. 749, 3 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST
 BH1504'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL
 BH1504'OF THE HIGHWAY AND PROJECTS 2 INCHES.
 BH1504'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1504'98 FOR 2.5 MILES TO A SIDE ROAD LEADING TO A BOX FACTORY ON THE RIGHT.
 BH1504'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.2 MILE TO A RAMP OVER THE
 BH1504'RAILROAD TRACK AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1503 ***********************************************************************
 BH1503  DESIGNATION -  ESSEX 3 RM 1
 BH1503  PID         -  BH1503
 BH1503  STATE/COUNTY-  MS/GEORGE
 BH1503  USGS QUAD   -  MERRILL (1982)
 BH1503
 BH1503                         *CURRENT SURVEY CONTROL
 BH1503  ___________________________________________________________________
 BH1503* NAD 83(1986)-  30 56 37.     (N)    088 37 46.     (W)     SCALED    
 BH1503* NAVD 88     -        48.086  (meters)     157.76   (feet)  ADJUSTED  
 BH1503  ___________________________________________________________________
 BH1503  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH1503  DYNAMIC HT  -          48.023 (meters)     157.56  (feet)  COMP
 BH1503  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BH1503
 BH1503  VERT ORDER  -  SECOND    CLASS II
 BH1503
 BH1503.The horizontal coordinates were scaled from a topographic map and have
 BH1503.an estimated accuracy of +/- 6 seconds.
 BH1503
 BH1503.The orthometric height was determined by differential leveling
 BH1503.and adjusted in May 1996.
 BH1503
 BH1503.The geoid height was determined by GEOID03.
 BH1503
 BH1503.The dynamic height is computed by dividing the NAVD 88
 BH1503.geopotential number by the normal gravity value computed on the
 BH1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1503.degrees latitude (g = 980.6199 gals.).
 BH1503
 BH1503.The modeled gravity was interpolated from observed gravity values.
 BH1503
 BH1503;                    North         East    Units  Estimated Accuracy
 BH1503;SPC MS E     -   160,040.      319,480.      MT  (+/- 180 meters Scaled)
 BH1503
 BH1503                          SUPERSEDED SURVEY CONTROL
 BH1503
 BH1503  NGVD 29 (??/??/??)   48.076  (m)          157.73   (f) ADJUSTED    2 2
 BH1503
 BH1503.Superseded values are not recommended for survey control.
 BH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1503.See file dsdata.txt to determine how the superseded data were derived.
 BH1503
 BH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV443244(NAD 83)
 BH1503_MARKER: DR = REFERENCE MARK DISK
 BH1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1503_STAMPING: ESSEX 3 RM 1 1971
 BH1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1503+STABILITY: SURFACE MOTION
 BH1503
 BH1503  HISTORY     - Date     Condition        Report By
 BH1503  HISTORY     - 1971     MONUMENTED       NGS
 BH1503  HISTORY     - 1971     GOOD             NGS
 BH1503
 BH1503                          STATION DESCRIPTION
 BH1503
 BH1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BH1503'2.7 MILES NORTHWEST FROM LUCEDALE.
 BH1503'THE MARK IS LOCATED 2.7 MILES NORTHWEST OF LUCEDALE NEAR THE NORTH
 BH1503'RIGHT OF WAY OF U.S. HIGHWAY 98, 3.7 MILES SOUTH OF THE GEORGE-GREENE
 BH1503'COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 19,T 1S, R 6W. IT IS
 BH1503'169.04 FEET WEST OF THE STATION, 55 FET NORTH OF THE CENTER OF
 BH1503'HIGHWAY 98, 16 FEET WEST-SOUTHWEST OF A 10INCH OAK, 13 FEET NORTH OF
 BH1503'POLE NO. 9, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 BH1503'ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BH1503'PROJECTS 2 INCHES.
 BH1503'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1503'98 FOR 2.5 MILES TO A SIDE ROAD LEADING TO A BOX FACTORY ON THE RIGHT.
 BH1503'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.55 MILE TO THE MARK ON THE
 BH1503'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1962 ***********************************************************************
 DJ1962  DESIGNATION -  ESTES
 DJ1962  PID         -  DJ1962
 DJ1962  STATE/COUNTY-  MS/WINSTON
 DJ1962  USGS QUAD   -  LOUISVILLE SOUTH (1982)
 DJ1962
 DJ1962                         *CURRENT SURVEY CONTROL
 DJ1962  ___________________________________________________________________
 DJ1962* NAD 83(1993)-  33 03 01.14247(N)    089 03 53.42705(W)     ADJUSTED  
 DJ1962* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 DJ1962  ___________________________________________________________________
 DJ1962  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DJ1962  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DJ1962  HORZ ORDER  -  SECOND
 DJ1962
 DJ1962.The horizontal coordinates were established by classical geodetic methods
 DJ1962.and adjusted by the National Geodetic Survey in May 1994.
 DJ1962
 DJ1962.The orthometric height was scaled from a topographic map.
 DJ1962
 DJ1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1962
 DJ1962.The geoid height was determined by GEOID03.
 DJ1962
 DJ1962;                    North         East     Units Scale Factor Converg.
 DJ1962;SPC MS E     -   393,643.350   278,378.225   MT  0.99995576   -0 07 34.5
 DJ1962;SPC MS E     - 1,291,478.22    913,312.56   sFT  0.99995576   -0 07 34.5
 DJ1962;UTM  16      - 3,658,760.297   307,203.692   MT  1.00005832   -1 07 35.3
 DJ1962
 DJ1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1962!SPC MS E     -   0.99998054  x   0.99995576  =   0.99993631
 DJ1962!UTM  16      -   0.99998054  x   1.00005832  =   1.00003886
 DJ1962
 DJ1962|---------------------------------------------------------------------|
 DJ1962| PID    Reference Object                     Distance      Geod. Az  |
 DJ1962|                                                           dddmmss.s |
 DJ1962| CF9658 ESTES RM 1                           22.642 METERS 08026     |
 DJ1962| CF9657 ESTES AZ MK                                        1490748.2 |
 DJ1962| CO1308 NOXAPATER MUNICIPAL TANK            APPROX. 6.4 KM 1812806.6 |
 DJ1962| CF9659 ESTES RM 2                           25.839 METERS 18709     |
 DJ1962|---------------------------------------------------------------------|
 DJ1962
 DJ1962                          SUPERSEDED SURVEY CONTROL
 DJ1962
 DJ1962  NAD 83(1986)-  33 03 01.15304(N)    089 03 53.42608(W) AD(       ) 2
 DJ1962  NAD 27      -  33 03 00.69690(N)    089 03 53.20230(W) AD(       ) 2
 DJ1962
 DJ1962.Superseded values are not recommended for survey control.
 DJ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1962.See file dsdata.txt to determine how the superseded data were derived.
 DJ1962
 DJ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB0720458760(NAD 83)
 DJ1962_MARKER: DS = TRIANGULATION STATION DISK
 DJ1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1962+STABILITY: SURFACE MOTION
 DJ1962
 DJ1962  HISTORY     - Date     Condition        Report By
 DJ1962  HISTORY     - 1958     MONUMENTED       CGS
 DJ1962  HISTORY     - 1963     GOOD             CGS
 DJ1962  HISTORY     - 1967     GOOD             CGS
 DJ1962  HISTORY     - 1972     GOOD             MSSU
 DJ1962  HISTORY     - 19811001 GOOD             MSSU
 DJ1962  HISTORY     - 20070923 MARK NOT FOUND   GEOCAC
 DJ1962
 DJ1962                          STATION DESCRIPTION
 DJ1962
 DJ1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1962'STATION IS ABOUT 5 MILES SOUTH OF LOUISVILLE, 4 MILES NORTH OF
 DJ1962'NOXAPATER, IN THE APPROXIMATE CENTER OF THE NORTH SIDE OF THE
 DJ1962'NORTH 1/2 OF SECTION 28, T 14 N, R 12 E, ON LAND OWNED BY
 DJ1962'MR. B.C. BURT.
 DJ1962'
 DJ1962'STATION IS REACHED FROM THE INTERSECTION OF STATE HGHWAYS 14
 DJ1962'AND 15 IN LOUISVILLE BY GOING SOUTH ON STATE HIGHWAY 15 FOR
 DJ1962'3.6 MILES TO A CHURCH ON THE LEFT, CONTINUE SOUTH ON HIGHWAY
 DJ1962'1.5 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING A HOUSE
 DJ1962'ON THE RIGHT, TURN RIGHT, WESTERLY, AND FOLLOW A NARROW DIRT
 DJ1962'ROAD 0.05 MILE TO TOP OF HILL, DRIVEWAY AND STATION ON THE LEFT.
 DJ1962'
 DJ1962'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE
 DJ1962'CONCRETE POSTS.
 DJ1962'
 DJ1962'STATION DISKS ARE STAMPED ESTES 1958 AND THE SURFACE MARK IS
 DJ1962'FLUSH WITH THE GROUND SURFACE.  IT IS 192 FEET NORTHWEST OF
 DJ1962'THE NORTHWEST CORNER OF THE HOUSE, 62 FEET NORTHEAST OF A WEST
 DJ1962'GATEPOST, 47 FEET NORTH-NORTHEAST OF A FENCE CORNER, 23 FEET
 DJ1962'SOUTH OF THE CENTER OF THE DIRT ROAD AND 23 FEET EAST OF THE
 DJ1962'CENTER OF THE DRIVEWAY.  THE UNDERGROUND MARK IS SET IN AN
 DJ1962'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 DJ1962'
 DJ1962'REFERENCE MARK 1 IS STAMPED ESTES NO 1 1958 AND PROJECTS 4 INCHES.
 DJ1962'IT IS 161 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 DJ1962'HOUSE, 103 FEET NORTHEAST OF THE FENCE CORNER, 97 FEET EAST OF
 DJ1962'THE CENTER OF THE DRIVEWAY AND 16 FEET SOUTH OF THE CENTER OF THE
 DJ1962'DIRT ROAD.
 DJ1962'
 DJ1962'REFERENCE MARK 2 IS STAMPED ESTES NO 2 1958 AND PROJECTS 5 INCHES.
 DJ1962'IT IS 153 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 DJ1962'HOUSE, 107 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 38 FEET
 DJ1962'SOUTH OF THE FENCE CORNER AND 1 FOOT EAST OF A PROPERTY LINE
 DJ1962'FENCE.  A 4 INCH X 4 INCH WHITE WITNESS POST WAS SET 1 FOOT
 DJ1962'SOUTH OF THE MARK.
 DJ1962'
 DJ1962'AZIMUTH MARK IS REACHED FROM THE INTERSECTION OF THE DIRT
 DJ1962'ROAD AND HIGHWAY BY GOING SOUTH ON THE HIGHWAY 0.3 MILE TO A
 DJ1962'DRIVEWAY ON THE RIGHT, POWERLINE POLES AND THE MARK ON THE LEFT.
 DJ1962'THE MARK IS STAMPED ESTES 1958 AND PROJECTS 4 INCHES.  IT IS
 DJ1962'68 FEET SOUTHEAST OF THE DRIVEWAY ENTRANCE, 45 FEET EAST OF
 DJ1962'THE CENTER OF THE HIGHWAY, 21 FEET WEST OF A POWERLINE POLE AND
 DJ1962'6 FEET SOUTH OF POWERLINE POLE NO. 776.  A 4 INCH X 4 INCH
 DJ1962'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 DJ1962'
 DJ1962'HEIGHT OF LIGHT ABOVE STATION MARK 26 FEET METERS.
 DJ1962
 DJ1962                          STATION RECOVERY (1963)
 DJ1962
 DJ1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 DJ1962'THE STATION WAS VISITED JUNE, 1963 AND ALL MARKS WERE FOUND IN
 DJ1962'GOOD CONDITION.
 DJ1962'
 DJ1962'THE 1958 DESCRIPTION IS CORRECT AND ADEQUATE.
 DJ1962'
 DJ1962'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION AND
 DJ1962'1.0 FOOT WEST OF THE AZIMUTH MARK.
 DJ1962
 DJ1962                          STATION RECOVERY (1967)
 DJ1962
 DJ1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFO)
 DJ1962'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 DJ1962'RECOVERED AND FOUND IN GOOD CONDITION.
 DJ1962'
 DJ1962'THE GENERAL LOCATION OF THE STATION IS AS GIVEN IN THE ORIGINAL
 DJ1962'DESCRIPTION AND THE TO REACH IS VERY GOOD.
 DJ1962'
 DJ1962'A NEW WATER TANK IS BEING CONSTRUCTED AT THE STATION SITE
 DJ1962'AND THE SURROUNDING OBJECTS WILL BE CHANGED CONSIDERABLY.
 DJ1962'
 DJ1962'A NEW DESCRIPTION OF MARKS FOLLOWS-
 DJ1962'
 DJ1962'THE STATION IS 62 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 DJ1962'OF A GRAVELED ROAD, 47 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DJ1962'OF A CONCRETE BLOCK BUILDING (UNDER CONSTRUCTION), 35 FEET
 DJ1962'EAST OF A 14-INCH WHITE OAK TREE WITH A DOUBLE TRUNK, 22-1/2 FEET
 DJ1962'NORTHWEST OF A 12-INCH PECAN TREE AND 1 FOOT SOUTH OF A METAL
 DJ1962'WITNESS POST.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE
 DJ1962'DISK IS STAMPED ESTES 1958.
 DJ1962'
 DJ1962'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE APPROXIMATE
 DJ1962'CENTERLINE OF THE GRAVELED ROAD AND 24 FEET NORTH-NORTHEAST
 DJ1962'OF A 12-INCH PECAN TREE.  THE MONUMENT PROJECTS 5 INCHES
 DJ1962'AND THE DISK IS STAMPED ESTES NO. 1 1958.
 DJ1962'
 DJ1962'REFERENCE MARK NO. 2 IS 69 FEET EAST-SOUTHEAST OF THE
 DJ1962'SOUTHEAST CORNER OF A METAL BUILDING AND 1-1/2 FEET NORTH OF A
 DJ1962'4 X 4-INCH WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 DJ1962'DISK IS STAMPED ESTES NO 2 1958.
 DJ1962'
 DJ1962'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION,
 DJ1962'63 FEET SOUTHEAST OF THE INTERSECTION OF A DRIVEWAY WITH STATE
 DJ1962'HIGHWAY 15, 7 FEET SOUTH OF POWERLINE POLE NO. 263 AND 1 FOOT
 DJ1962'SOUTH OF A STEEL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 DJ1962'AND THE DISK IS STAMPED ESTES 1958.
 DJ1962
 DJ1962                          STATION RECOVERY (1972)
 DJ1962
 DJ1962'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (ESB)
 DJ1962'ESTES 1958 RECOVERED GOOD.
 DJ1962'
 DJ1962'ESTES NO 1 1958 RECOVERED GOOD.
 DJ1962'
 DJ1962'ESTES NO 2 1958 RECOVERED GOOD.
 DJ1962'
 DJ1962'ESTES 1958 RECOVERED GOOD.
 DJ1962
 DJ1962                          STATION RECOVERY (1981)
 DJ1962
 DJ1962'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1962'RECOVERED IN GOOD CONDITION.
 DJ1962
 DJ1962                          STATION RECOVERY (2007)
 DJ1962
 DJ1962'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1962'THE DESCRIPTION NOW PLACES THE MARKER INSIDE A LOCKED FENCE AROUND A
 DJ1962'COMMUNITY WATER TOWER.  NO MARKER OR WITNESS POST IS VISIBLE FROM
 DJ1962'OUTISDE THE LOCKED FENCE.  IF THE MARKER IS THERE, IT IS NO LONGER
 DJ1962'EASILY ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2262 ***********************************************************************
 BW2262  DESIGNATION -  ESTESS
 BW2262  PID         -  BW2262
 BW2262  STATE/COUNTY-  MS/WALTHALL
 BW2262  USGS QUAD   -  PROGRESS (1972)
 BW2262
 BW2262                         *CURRENT SURVEY CONTROL
 BW2262  ___________________________________________________________________
 BW2262* NAD 83(1993)-  31 04 47.10176(N)    090 15 26.86669(W)     ADJUSTED  
 BW2262* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BW2262  ___________________________________________________________________
 BW2262  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BW2262  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW2262  HORZ ORDER  -  FIRST
 BW2262
 BW2262.The horizontal coordinates were established by classical geodetic methods
 BW2262.and adjusted by the National Geodetic Survey in May 1994.
 BW2262
 BW2262.The orthometric height was scaled from a topographic map.
 BW2262
 BW2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2262
 BW2262.The geoid height was determined by GEOID03.
 BW2262
 BW2262;                    North         East     Units Scale Factor Converg.
 BW2262;SPC MS W     -   175,120.714   707,239.545   MT  0.99995065   +0 02 21.0
 BW2262;SPC MS W     -   574,541.88  2,320,335.07   sFT  0.99995065   +0 02 21.0
 BW2262;SPC LA S     -   286,449.455 1,102,673.642   MT  1.00010282   +0 32 16.6
 BW2262;SPC LA S     -   939,792.92  3,617,688.44   sFT  1.00010282   +0 32 16.6
 BW2262;UTM  15      - 3,441,674.554   761,648.067   MT  1.00044453   +1 24 59.7
 BW2262
 BW2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2262!SPC MS W     -   0.99998682  x   0.99995065  =   0.99993747
 BW2262!SPC LA S     -   0.99998682  x   1.00010282  =   1.00008964
 BW2262!UTM  15      -   0.99998682  x   1.00044453  =   1.00043135
 BW2262
 BW2262|---------------------------------------------------------------------|
 BW2262| PID    Reference Object                     Distance      Geod. Az  |
 BW2262|                                                           dddmmss.s |
 BW2262| CW9808 ESTESS RM 1                          49.695 METERS 06451     |
 BW2262| BW2251 TYLERTOWN MUNICIPAL TANK            APPROX.11.8 KM 0695225.6 |
 BW2262| BW2254 TYLERTOWN COMPRESS WHSE TANK        APPROX.11.4 KM 0702735.1 |
 BW2262| CW9809 ESTESS RM 2                          36.378 METERS 16000     |
 BW2262| BW2260 BURCH                               APPROX. 8.8 KM 1812651.5 |
 BW2262| CW9807 ESTESS AZ MK                                       1885643.9 |
 BW2262|---------------------------------------------------------------------|
 BW2262
 BW2262                          SUPERSEDED SURVEY CONTROL
 BW2262
 BW2262  NAD 83(1993)-  31 04 47.11357(N)    090 15 26.86396(W) AD(       ) 1
 BW2262  NAD 83(1986)-  31 04 47.11685(N)    090 15 26.86312(W) AD(       ) 1
 BW2262  NAD 27      -  31 04 46.47900(N)    090 15 26.53000(W) AD(       ) 1
 BW2262
 BW2262.Superseded values are not recommended for survey control.
 BW2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2262.See file dsdata.txt to determine how the superseded data were derived.
 BW2262
 BW2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6164841675(NAD 83)
 BW2262_MARKER: DS = TRIANGULATION STATION DISK
 BW2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2262
 BW2262  HISTORY     - Date     Condition        Report By
 BW2262  HISTORY     - 1947     MONUMENTED       CGS
 BW2262  HISTORY     - 1955     GOOD             CGS
 BW2262  HISTORY     - 1969     GOOD             MSHD
 BW2262
 BW2262                          STATION DESCRIPTION
 BW2262
 BW2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2262'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF TYLERTOWN,
 BW2262'2 MILES SOUTH OF STATE HIGHWAY 48, AND ON LAND OWNED BY F.E.
 BW2262'ESTESS.  IT IS 0.2 MILE EAST OF THE ESTESS FARM HOUSE ON A
 BW2262'LOW HILL IN PASTURE LAND, AND 112 FEET NORTHWEST OF THE
 BW2262'APPROXIMATE CENTERLINE OF A GRAVELED ROAD.  THE STATION MARK
 BW2262'IS SET 10-INCHES BELOW THE SURFACE OF THE GROUND AND THE
 BW2262'DISK IS STAMPED ESTESS 1947.
 BW2262'
 BW2262'REFERENCE MARK NO. 1 IS 163.04 FEET NORTHEAST OF THE STATION,
 BW2262'15 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 BW2262'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES
 BW2262'AND THE DISK IS STAMPED ESTESS NO 1 1947.
 BW2262'
 BW2262'REFERENCE MARK NO. 2 IS 119.35 FEET SOUTH-SOUTHEAST OF THE
 BW2262'STATION, 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 BW2262'GRAVELED ROAD, AND 1 FOOT WEST OF A FENCE LINE AND WITNESS
 BW2262'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BW2262'ESTESS NO 2 1947.
 BW2262'
 BW2262'THE AZIMUTH MARK IS 0.7 MILE SOUTH-SOUTHWEST OF THE STATION,
 BW2262'27 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2262'ROAD, AND 7 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 BW2262'PROJECTS 8 INCHES AND THE DISK IS STAMPED ESTESS AZIMUTH 1947.
 BW2262'THE DISK IS A STANDARD REFERENCE MARK DISK.
 BW2262'
 BW2262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BW2262'24 AND 27 IN THE VILLAGE OF TYLERTOWN, GO WEST ON STATE
 BW2262'HIGHWAY 24 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 48,
 BW2262'TURN LEFT ON HIGHWAY 48 AND GO 8.6 MILES TO A SIDE ROAD
 BW2262'LEFT AND DYKES GROCERY STORE ON THE LEFT.  TURN LEFT AND GO
 BW2262'1.15 MILES TO THE SILVER CREEK CHURCH ON THE LEFT, CONTINUE
 BW2262'ON FOR 0.3 MILE TO A CROSSROAD, CONTINUE ON STRAIGHT AHEAD
 BW2262'FOR 0.5 MILE TO A SIDE ROAD LEFT AND A FARM HOUSE ON THE
 BW2262'RIGHT.  *TURN LEFT AND GO 0.2 MILE TO THE ESTESS FARM HOUSE ON
 BW2262'THE LEFT, CONTINUE ON FOR 0.1 MILE TO A GATE ON THE LEFT,
 BW2262'PASS THROUGH GATE AND GO 0.1 MILE TO THE SUMMIT OF THE
 BW2262'HILL AND STATION.
 BW2262'
 BW2262'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT, CONTINUE
 BW2262'ON EAST FOR 0.6 MILE AND THE AZIMUTH MARK ON THE LEFT.
 BW2262'
 BW2262'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2262
 BW2262                          STATION RECOVERY (1955)
 BW2262
 BW2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2262'THE STATION WAS VISITED 7-9-55 AND ALL MARKS WERE FOUND IN
 BW2262'GOOD CONDITION.  THE DESCRIPTION BY C.A.E. IN 1947 IS ADEQUATE.
 BW2262
 BW2262                          STATION RECOVERY (1969)
 BW2262
 BW2262'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2262'THE STATION WAS VISITED 4-17-69 AND THE STATION MARK, REFERENCE
 BW2262'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2262'CONDITION.
 BW2262'
 BW2262'THE STATION IS LOCATED 7.3 MILES SOUTHWEST OF TYLERTOWN AND 5.9
 BW2262'MILES SOUTH SOUTHWEST OF KIOTO IN THE SOUTHWEST 1/4 OF SECTION
 BW2262'1, T 1N, R 9E, AND ON PROPERTY OWNED BY MR. F.E. ESTESS.
 BW2262'IT IS 106 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 89
 BW2262'FEET WEST NORTHWEST OF A POWER LINE POLE WITH GUY WIRES AND
 BW2262'1 FOOT WEST OF A METAL WITNESS POST.
 BW2262'
 BW2262'IT IS A STANDARD TRIANGULATION DISK, STAMPED ESTESS 1947, 12
 BW2262'INCHES BELOW THE GROUND.
 BW2262'
 BW2262'REFERENCE MARK NO. 1 IS 163.04 FEET WEST SOUTHWEST OF THE
 BW2262'STATION.  IT IS 15 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BW2262'161 FEET NORTH NORTHEAST OF A POWER LINE POLE WITH GUY
 BW2262'WIRES AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 BW2262'STANDARD DISK, STAMPED ESTESS NO 1 1947 PROJECTING 6 INCHES.
 BW2262'
 BW2262'REFERENCE MARK NO. 2 IS 119.35 FEET NORTHWEST OF THE STATION.
 BW2262'IT IS 15 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2262'58.5 FEET SOUTHWEST OF A POWER LINE POLE WITH GUY WIRES AND
 BW2262'1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2262'REFERENCE MARK DISK, STAMPED ESTEES NO 2 1947 PROJECING 6
 BW2262'INCHES.
 BW2262'
 BW2262'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 210.10
 BW2262'FEET.
 BW2262'
 BW2262'THE AZIMUTH MARK IS 0.7 MILE SOUTH SOUTHWEST OF THE STATION.
 BW2262'IT IS 27 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 104 FEET
 BW2262'SOUTH OF THE CENTER OF A DRIVEWAY, 31 FEET SOUTH OF THE WEST
 BW2262'ONE OF TWO 12 INCH PINES AND 1 FOOT EAST OF A METAL WITNESS
 BW2262'POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE AZIMUTH.
 BW2262'IT IS A STANDARD REFERENCE MARK DISK, STAMPED AZIMUTH ESTESS
 BW2262'1947 PROJECTING 8 INCHES.
 BW2262'
 BW2262'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TYLERTOWN GO
 BW2262'WEST ON U.S. HIGHWAY 98 FOR 0.8 MILE TO THE JUNCTION OF STATE
 BW2262'HIGHWAY 48.  TURN LEFT (WEST) AND CONTINUE ON STATE HIGHWAY
 BW2262'48 FOR 5.9 MILES TO THE BRIDGE OVER BOGUE CHITTO RIVER.
 BW2262'CONTINUE WEST ON STATE HIGHWAY 48 FOR 1.1 MILES TO A SIDE
 BW2262'ROAD LEFT WITH A SIGN READING SILVER CREEK COMMUNITY CLUB.
 BW2262'TURN LEFT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 1.75
 BW2262'MILES TO A CROSSROADS.  TURN LEFT (SOUTHEAST) AND CONTINUE
 BW2262'ON A BLACKTOP ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT AND A
 BW2262'FARM HOUSE ON THE RIGHT.* TURN LEFT (EAST) AND CONTINUE ON
 BW2262'A BLACKTOP ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT AND THE
 BW2262'STATION ON THE LEFT.* TO REACH THE AZIMUTH FROM THE SIDE ROAD
 BW2262'LEFT, CONTINUE SOUTHEAST ON A BLACKTOP ROAD FOR 0.55 MILE
 BW2262'TO THE MARK ON THE LEFT JUST BEYOND A DRIVEWAY.
 BW2262'
 BW2262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW2262'SOUTHEAST OF DYKES CROSSING
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1870 ***********************************************************************
 DK1870  DESIGNATION -  ESTILL BOLAND PLANTING CO MAST
 DK1870  PID         -  DK1870
 DK1870  STATE/COUNTY-  MS/WASHINGTON
 DK1870  USGS QUAD   -  HOLLANDALE (1968)
 DK1870
 DK1870                         *CURRENT SURVEY CONTROL
 DK1870  ___________________________________________________________________
 DK1870* NAD 83(1993)-  33 12 53.93703(N)    090 50 50.05108(W)     ADJUSTED  
 DK1870* NAVD 88     -              **(meters)            **(feet)            
 DK1870  ___________________________________________________________________
 DK1870  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DK1870  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1870  HORZ ORDER  -  THIRD
 DK1870
 DK1870.The horizontal coordinates were established by classical geodetic methods
 DK1870.and adjusted by the National Geodetic Survey in May 1994.
 DK1870
 DK1870
 DK1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1870
 DK1870.The geoid height was determined by GEOID03.
 DK1870
 DK1870;                    North         East     Units Scale Factor Converg.
 DK1870;SPC MS W     -   411,998.793   652,093.051   MT  0.99997829   -0 16 53.4
 DK1870;SPC MS W     - 1,351,699.37  2,139,408.62   sFT  0.99997829   -0 16 53.4
 DK1870;UTM  15      - 3,677,185.601   700,632.106   MT  1.00009632   +1 10 46.7
 DK1870
 DK1870                          SUPERSEDED SURVEY CONTROL
 DK1870
 DK1870  NAD 83(1986)-  33 12 53.94867(N)    090 50 50.04563(W) AD(       ) 4
 DK1870  NAD 27      -  33 12 53.51200(N)    090 50 49.68700(W) AD(       ) 3
 DK1870
 DK1870.Superseded values are not recommended for survey control.
 DK1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1870.See file dsdata.txt to determine how the superseded data were derived.
 DK1870
 DK1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0063277186(NAD 83)
 DK1870_MARKER: 42 = RADIO/TV MAST
 DK1870
 DK1870  HISTORY     - Date     Condition        Report By
 DK1870  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1870  HISTORY     - 1958     GOOD             CGS
 DK1870  HISTORY     - 1967     GOOD             MSHD
 DK1870
 DK1870                          STATION DESCRIPTION
 DK1870
 DK1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1870'THE STATION IS THE CENTER OF THE TOP OF THE BOLAND PLANTING
 DK1870'COMPANY RADIO MAST, LOCATED 0.2 MILE SOUTHWEST OF THE MAIN
 DK1870'INTERSECTION IN ESTILL ON THE WEST SIDE OF THE ILLINOIS CENTRAL
 DK1870'RAILROAD TRACKS.  IT IS OF TWIN UPRIGHT CONSTRUCTION, SUPPORTED
 DK1870'BY GUY WIRES, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE,
 DK1870'AND 212 FEET HIGH.  TWO LARGE FAN SHAPED REFLECTORS ARE ATTACHED
 DK1870'AT THE TOP.  (KKI 411)
 DK1870
 DK1870                          STATION RECOVERY (1958)
 DK1870
 DK1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1870'STATION IS THE TOP OF THE ANTENNA ATOP THE MAST.  IT IS LOCATED
 DK1870'ON THE PREMISES OF THE BOLAND PLANTING CO., ABOUT 2 MILES EAST OF
 DK1870'ESTILL AND 150 FEET SOUTH OF A MACADAM ROAD.  IT IS A FOUR
 DK1870'PRONGED ANTENNA SUPPORTED BY A PILING POLE, BLACK IN COLOR AND
 DK1870'90 FEET HIGH.
 DK1870
 DK1870                          STATION RECOVERY (1967)
 DK1870
 DK1870'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1870'THE STATION WAS VISITED 5-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1870'CONDITION.
 DK1870'
 DK1870'THE STATION IS THE CENTER OF THE TOP OF THE BOLAND PLANTING COMPANY
 DK1870'RADIO MAST, LOCATED APPROXIMATELY 3.4 MILES NORTHWEST OF HOLLANDALE,
 DK1870'0.2 MILE SOUTHWEST OF ESTILL IN THE NORTHEAST 1/4 OF SECTION 25,
 DK1870'T 16N, R 7W.  IT IS OF TWIN UPRIGHT CONSTRUCTION, SUPPORTED BY GUY
 DK1870'WIRES, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS 212
 DK1870'FEET HIGH WITH TWO FAN REFLECTORS ATTACHED TO THE TOP.
 DK1870'
 DK1870'TO REACH FROM THE U.S. POST OFFICE IN HOLLANDALE, GO NORTHWEST ON
 DK1870'EAST AVENUE (OLD U.S. HIGHWAY 61) FOR 3.5 MILES TO A SIDE ROAD LEFT,
 DK1870'(0.3 MILES SOUTHEAST OF THE CROSSROADS AT ESTILL).  TURN LEFT
 DK1870'(WEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.2 MILE TO THE MAST
 DK1870'ON THE LEFT JUST ACROSS THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1874 ***********************************************************************
 DK1874  DESIGNATION -  ESTILL MID VALLEY PL CO MAST
 DK1874  PID         -  DK1874
 DK1874  STATE/COUNTY-  MS/WASHINGTON
 DK1874  USGS QUAD   -  HOLLANDALE (1968)
 DK1874
 DK1874                         *CURRENT SURVEY CONTROL
 DK1874  ___________________________________________________________________
 DK1874* NAD 83(1993)-  33 12 48.59962(N)    090 52 20.92329(W)     ADJUSTED  
 DK1874* NAVD 88     -              **(meters)            **(feet)            
 DK1874  ___________________________________________________________________
 DK1874  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DK1874  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1874  HORZ ORDER  -  THIRD
 DK1874
 DK1874.The horizontal coordinates were established by classical geodetic methods
 DK1874.and adjusted by the National Geodetic Survey in May 1994.
 DK1874
 DK1874
 DK1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1874
 DK1874.The geoid height was determined by GEOID03.
 DK1874
 DK1874;                    North         East     Units Scale Factor Converg.
 DK1874;SPC MS W     -   411,846.210   649,739.047   MT  0.99998113   -0 17 43.2
 DK1874;SPC MS W     - 1,351,198.77  2,131,685.52   sFT  0.99998113   -0 17 43.2
 DK1874;UTM  15      - 3,676,973.021   698,282.497   MT  1.00008476   +1 09 56.7
 DK1874
 DK1874                          SUPERSEDED SURVEY CONTROL
 DK1874
 DK1874  NAD 83(1986)-  33 12 48.61134(N)    090 52 20.91779(W) AD(       ) 4
 DK1874  NAD 27      -  33 12 48.58865(N)    090 52 20.65598(W) AD(       ) 3
 DK1874
 DK1874.Superseded values are not recommended for survey control.
 DK1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1874.See file dsdata.txt to determine how the superseded data were derived.
 DK1874
 DK1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9828276973(NAD 83)
 DK1874_MARKER: 42 = RADIO/TV MAST
 DK1874
 DK1874  HISTORY     - Date     Condition        Report By
 DK1874  HISTORY     - 1958     FIRST OBSERVED   CGS
 DK1874  HISTORY     - 1967     GOOD             MSHD
 DK1874
 DK1874                          STATION DESCRIPTION
 DK1874
 DK1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1874'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS LOCATED
 DK1874'ABOUT 4 MILES NORTH-NORTHWEST OF HOLLANDALE, 0.2 MILE SOUTHWEST
 DK1874'OF THE MAIN INTERSECTION IN ESTILL AND ON THE WEST SIDE OF THE
 DK1874'ILLINOIS CENTRAL RAILROAD TRACKS.  IT IS OF TWIN UPRIGHT
 DK1874'CONSTRUCTION SUPPORTED BY GUYWIRES, PAINTED ALTERNATELY RED AND
 DK1874'WHITE AND 212 FEET HIGH.  TWO LARGE FAN SHAPED REFLECTORS ARE
 DK1874'ATTACHED TO THE TOP.
 DK1874
 DK1874                          STATION RECOVERY (1967)
 DK1874
 DK1874'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1874'THE STATION WAS VISITED 5-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1874'CONDITION.
 DK1874'
 DK1874'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 DK1874'APPROXIMATELY 3.4 MILES NORTHWEST OF HOLLANDALE, 0.2 MILE SOUTHWEST
 DK1874'OF ESTILL, IN THE NORTHEAST 1/4 OF SECTION 25, T 16N, R 7W.  IT IS
 DK1874'OF TWIN UPRIGHT CONSTRUCTION, SUPPORTED BY GUY WIRES, PAINTED IN
 DK1874'ALTERNATE SECTIONS OF RED AND WHITE AND IS 212 FEET HIGH WITH TWO
 DK1874'FAN REFLECTORS ATTACHED TO THE TOP.
 DK1874'
 DK1874'TO REACH FROM THE U.S. POST OFFICE IN HOLLANDALE, GO NORTHWEST ON
 DK1874'EAST AVENUE (OLD U.S. HIGHWAY 61) FOR 3.5 MILES TO A SIDE ROAD LEFT
 DK1874'(0.3 MILES SOUTHEAST OF THE CROSSROADS AT ESTILL).  TURN LEFT
 DK1874'(WEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.2 MILE TO THE MAST
 DK1874'ON THE LEFT JUST ACROSS THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1973 ***********************************************************************
 DJ1973  DESIGNATION -  ETHEL
 DJ1973  PID         -  DJ1973
 DJ1973  STATE/COUNTY-  MS/ATTALA
 DJ1973  USGS QUAD   -  ETHEL SOUTH (1972)
 DJ1973
 DJ1973                         *CURRENT SURVEY CONTROL
 DJ1973  ___________________________________________________________________
 DJ1973* NAD 83(1993)-  33 04 53.53440(N)    089 28 15.06884(W)     ADJUSTED  
 DJ1973* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DJ1973  ___________________________________________________________________
 DJ1973  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DJ1973  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DJ1973  HORZ ORDER  -  FIRST
 DJ1973
 DJ1973.The horizontal coordinates were established by classical geodetic methods
 DJ1973.and adjusted by the National Geodetic Survey in May 1994.
 DJ1973
 DJ1973.The orthometric height was scaled from a topographic map.
 DJ1973
 DJ1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1973
 DJ1973.The geoid height was determined by GEOID03.
 DJ1973
 DJ1973;                    North         East     Units Scale Factor Converg.
 DJ1973;SPC MS E     -   397,262.575   240,479.125   MT  0.99999366   -0 20 52.8
 DJ1973;SPC MS E     - 1,303,352.30    788,971.93   sFT  0.99999366   -0 20 52.8
 DJ1973;UTM  16      - 3,663,041.670   269,366.684   MT  1.00025589   -1 20 57.4
 DJ1973
 DJ1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1973!SPC MS E     -   0.99997917  x   0.99999366  =   0.99997283
 DJ1973!UTM  16      -   0.99997917  x   1.00025589  =   1.00023505
 DJ1973
 DJ1973:                Primary Azimuth Mark                     Grid Az
 DJ1973:SPC MS E     -  ETHEL AZ MK                              057 40 08.3
 DJ1973:UTM  16      -  ETHEL AZ MK                              058 40 12.9
 DJ1973
 DJ1973|---------------------------------------------------------------------|
 DJ1973| PID    Reference Object                     Distance      Geod. Az  |
 DJ1973|                                                           dddmmss.s |
 DJ1973| CF9667 ETHEL AZ MK                                        0571915.5 |
 DJ1973| CF9668 ETHEL RM 1                           26.521 METERS 07726     |
 DJ1973| CF9669 ETHEL RM 2                           26.125 METERS 16805     |
 DJ1973| CO1427 TEXAS EAST TRANSM MICROWAVE         APPROX.12.7 KM 2170715.5 |
 DJ1973| DJ1999 KOSCIUSKO NATCHEZ TRACE TANK        APPROX.11.3 KM 2442537.0 |
 DJ1973| DJ2000 KOSCIUSKO SUPERIOR COACH TANK       APPROX. 9.7 KM 2583729.7 |
 DJ1973| DJ1991 KOSCIUSKO RAD STA WKOZ MAST         APPROX.12.5 KM 2611244.8 |
 DJ1973| DJ1993 KOSCIUSKO ATTALA BUTANE MAST        APPROX.11.5 KM 2613727.1 |
 DJ1973|---------------------------------------------------------------------|
 DJ1973
 DJ1973                          SUPERSEDED SURVEY CONTROL
 DJ1973
 DJ1973  NAD 83(1986)-  33 04 53.54602(N)    089 28 15.06614(W) AD(       ) 1
 DJ1973  NAD 27      -  33 04 53.08430(N)    089 28 14.80350(W) AD(       ) 1
 DJ1973
 DJ1973.Superseded values are not recommended for survey control.
 DJ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1973.See file dsdata.txt to determine how the superseded data were derived.
 DJ1973
 DJ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB6936763042(NAD 83)
 DJ1973_MARKER: DD = SURVEY DISK
 DJ1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1973_SP_SET: SQUARE CONCRETE MONUMENT
 DJ1973_STAMPING: ETHEL 1958
 DJ1973_MARK LOGO: CGS   
 DJ1973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1973+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 DJ1973
 DJ1973  HISTORY     - Date     Condition        Report By
 DJ1973  HISTORY     - 1958     MONUMENTED       CGS
 DJ1973  HISTORY     - 1958     GOOD             CGS
 DJ1973  HISTORY     - 1964     GOOD             MSHD
 DJ1973  HISTORY     - 1969     GOOD             MSSU
 DJ1973  HISTORY     - 19880908 GOOD             MSHD
 DJ1973
 DJ1973                          STATION DESCRIPTION
 DJ1973
 DJ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1973'THE STATION IS ABOUT 7 MILES EAST AND 2 MILES NORTH OF KOSCIUSKO,
 DJ1973'2-3/4 MILES SOUTH OF ETHEL, NEAR THE CENTER OF THE SOUTHWEST
 DJ1973'1/4 OF SECTION 10, T 14 N, R 8 E AND ON LAND OWNED BY LIZZIE BELL,
 DJ1973'WHO LIVES AT FIRST HOUSE NORTHEAST OF STATION.
 DJ1973'
 DJ1973'TO REACH FROM THE DEPOT IN ETHEL, GO SOUTHEAST AND SOUTH ON
 DJ1973'GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD RIGHT WHERE MAIN ROAD
 DJ1973'TURNS EAST.  TURN RIGHT AND FOLLOW GRAVELED ROAD WESTERLY FOR
 DJ1973'0.8 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTH ON GRAVELED
 DJ1973'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE SOUTH
 DJ1973'FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW GRAVELED
 DJ1973'ROAD WESTERLY FOR 0.25 MILE TO TOP OF SMALL RISE AT TRIANGLE
 DJ1973'BLAZED GUM TREE AND STATION ON LEFT.
 DJ1973'
 DJ1973'STATION MARKS ARE STANDARD DISKS, STAMPED ETHEL 1958.
 DJ1973'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 DJ1973'BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11
 DJ1973'INCH SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 DJ1973'102 FEET SOUTH OF AN EAST-WEST GRAVEL ROAD, 30 FEET
 DJ1973'SOUTH-SOUTHWEST OF A POWERLINE POLE AND 84 FEET SOUTH OF A FORKED
 DJ1973'10 INCH GUM TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND
 DJ1973'ON THE SOUTH SIDE OF THE ROAD.  A 4 INCH X 4 INCH WHITE
 DJ1973'WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 DJ1973'
 DJ1973'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ETHEL NO 1 1958.
 DJ1973'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 DJ1973'PROJECTS 4 INCHES.  IT IS 108 FEET SOUTH OF THE GRAVEL ROAD
 DJ1973'CENTER, 133 FEET SOUTHEAST OF THE BLAZED TREE AND 83 FEET
 DJ1973'EAST-SOUTHEAST OF THE POWERLINE POLE.
 DJ1973'
 DJ1973'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ETHEL NO 2 1958.
 DJ1973'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 DJ1973'WHICH PROJECTS 6 INCHES.  IT IS 188 FEET SOUTH OF THE GRAVEL
 DJ1973'ROAD CENTER, 170 FEET SOUTH OF THE BLAZED TREE AND 115 FEET
 DJ1973'SOUTH OF THE POWERLINE POLE.
 DJ1973'
 DJ1973'AZIMUTH MARK IS A STANDARD DISK, STAMPED ETHEL 1958.  IT IS
 DJ1973'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 DJ1973'6 INCHES.  IT IS 106 FEET EAST-NORTHEAST OF A POWERLINE POLE,
 DJ1973'AND 30 FEET EAST OF A NORTH-SOUTH GRAVEL ROAD CENTER.
 DJ1973'A 4 INCH X 4 INCH WHITE WITNESS POST WAS SET 1 FOOT NORTH OF
 DJ1973'THE MARK.
 DJ1973'
 DJ1973'HEIGHT OF LIGHT ABOVE STATION MARK 30 FEET METERS.
 DJ1973
 DJ1973                          STATION RECOVERY (1958)
 DJ1973
 DJ1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DJ1973'RECOVERED IN GOOD CONDITION.
 DJ1973
 DJ1973                          STATION RECOVERY (1964)
 DJ1973
 DJ1973'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ1973'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ1973'CONDITION.
 DJ1973'
 DJ1973'THE 1958 DESCRIPTION BY O.S.R. IS ADEQUATE.
 DJ1973'
 DJ1973'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION
 DJ1973'AND 1.0 FOOT WEST OF THE AZIMUTH MARK.
 DJ1973
 DJ1973                          STATION RECOVERY (1969)
 DJ1973
 DJ1973'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1973'ETHEL RECOVERED GOOD.
 DJ1973'
 DJ1973'RM 1 RECOVERED GOOD.
 DJ1973'
 DJ1973'RM 2 RECOVERED GOOD.
 DJ1973'
 DJ1973'AZ. MK. RECOVERED GOOD.
 DJ1973'
 DJ1973'ROAD LEAVING ETHEL DEPOT IS NOW PAVED AND DEPARTS DIRECTLY ACROSS
 DJ1973'STREET FROM DEPOT, PERPENDICULAR TO THE MAIN STREET WITH ALL THE
 DJ1973'STORES LOCATED ON.
 DJ1973
 DJ1973                          STATION RECOVERY (1988)
 DJ1973
 DJ1973'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1973'STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DJ1973'TO REACH FROM THE JUNCTION OF KING AND MAIN STREETS IN ETHEL, GO SOUTH
 DJ1973'ON KING STREET FOR 1.69 KM (1.05 MI) TO A FORK, TAKE THE RIGHT FORK
 DJ1973'AND CONTINUE SOUTH ON A PAVED ROAD FOR 1.77 KM (1.10 MI) TO A
 DJ1973'CROSSROAD, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1.29 KM
 DJ1973'(0.80 MI) TO A FORK, TAKE THE LEFT FORK AND GO SOUTH ON A PAVED ROAD
 DJ1973'FOR 0.56 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 DJ1973'ON A PAVED ROAD FOR 0.16 KM (0.10 MI) TO A FORK, TAKE THE RIGHT FORK
 DJ1973'AND GO WEST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 DJ1973'LEFT.
 DJ1973'THE STATION IS A STANDARD DISK, STAMPED---ETHEL 1958---SET IN THE TOP
 DJ1973'OF A SQUARE CONCRETE POST, PROJECTING 0.15 M (0.5 FT) ABOVE THE
 DJ1973'GROUND. IT IS 31.09 M (102.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD,
 DJ1973'11.89 M (39.0 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 9.14 M
 DJ1973'(30.0 FT) SOUTH SOUTHWEST OF A POWER POLE, 4.88 M (16.0 FT) SOUTHEAST
 DJ1973'OF THE CENTER OF A TRACK ROAD AND 0.3 M (1.0 FT) NORTHEAST OF A
 DJ1973'CARSONITE WITNESS POST.
 DJ1973'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---ETHEL NO 1
 DJ1973'1958---SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 0.1 M
 DJ1973'(0.3 FT) ABOVE THE GROUND. IT IS 32.92 M (108.0 FT) SOUTH OF THE
 DJ1973'CENTER OF A GRAVEL ROAD, 25.3 M (83.0 FT) SOUTHEAST OF A POWER POLE,
 DJ1973'9.45 M (31.0 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 0.3 M
 DJ1973'(1.0 FT) NORTHWEST OF A CARSONITE WITNESS POST.
 DJ1973'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---ETHEL NO. 2
 DJ1973'1958---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.15 M
 DJ1973'(0.5 FT) ABOVE THE GROUND. IT IS 57.3 M (188.0 FT) SOUTH OF THE CENTER
 DJ1973'OF A GRAVEL ROAD, 35.05 M (115.0 FT) SOUTH OF A POWER POLE, 28.35 M
 DJ1973'(93.0 FT) NORTHEAST OF AN 8 INCH TWIN GUM AND 0.3 M (1.0 FT) NORTHEAST
 DJ1973'OF A CARSONITE WITNESS POST.
 DJ1973'AZIMUTH MARK IS A STANDARD DISK, STAMOED---ETHEL 1958---SET IN THE TOP
 DJ1973'OF A SQUARE CONCRETE POST, PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND.
 DJ1973'IT IS 32.31 M (106.0 FT) NORTHEAST OF A POWER POLE, 8.38 M (27.5 FT)
 DJ1973'EAST OF THE CENTER OF A PAVED ROAD, 7.77 M (25.5 FT) NORTH OF A 12
 DJ1973'INCH GUM AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1498 ***********************************************************************
 BH1498  DESIGNATION -  EUBANKS
 BH1498  PID         -  BH1498
 BH1498  STATE/COUNTY-  MS/GEORGE
 BH1498  USGS QUAD   -  MERRILL (1982)
 BH1498
 BH1498                         *CURRENT SURVEY CONTROL
 BH1498  ___________________________________________________________________
 BH1498* NAD 83(1993)-  30 57 02.12462(N)    088 38 31.52754(W)     ADJUSTED  
 BH1498* NAVD 88     -        81.915  (meters)     268.75   (feet)  ADJUSTED  
 BH1498  ___________________________________________________________________
 BH1498  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BH1498  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH1498  DYNAMIC HT  -          81.809 (meters)     268.40  (feet)  COMP
 BH1498  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BH1498
 BH1498  HORZ ORDER  -  FIRST
 BH1498  VERT ORDER  -  SECOND    CLASS II
 BH1498
 BH1498.The horizontal coordinates were established by classical geodetic methods
 BH1498.and adjusted by the National Geodetic Survey in May 1994.
 BH1498
 BH1498.The orthometric height was determined by differential leveling
 BH1498.and adjusted in May 1996.
 BH1498
 BH1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1498
 BH1498.The geoid height was determined by GEOID03.
 BH1498
 BH1498.The dynamic height is computed by dividing the NAVD 88
 BH1498.geopotential number by the normal gravity value computed on the
 BH1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1498.degrees latitude (g = 980.6199 gals.).
 BH1498
 BH1498.The modeled gravity was interpolated from observed gravity values.
 BH1498
 BH1498;                    North         East     Units Scale Factor Converg.
 BH1498;SPC MS E     -   160,814.671   318,272.972   MT  0.99995412   +0 05 54.1
 BH1498;SPC MS E     -   527,606.13  1,044,200.58   sFT  0.99995412   +0 05 54.1
 BH1498;UTM  16      - 3,425,282.303   343,145.082   MT  0.99990350   -0 50 40.9
 BH1498
 BH1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1498!SPC MS E     -   0.99999160  x   0.99995412  =   0.99994572
 BH1498!UTM  16      -   0.99999160  x   0.99990350  =   0.99989510
 BH1498
 BH1498:                Primary Azimuth Mark                     Grid Az
 BH1498:SPC MS E     -  EUBANKS AZ MK                            026 58 31.0
 BH1498:UTM  16      -  EUBANKS AZ MK                            027 55 06.0
 BH1498
 BH1498|---------------------------------------------------------------------|
 BH1498| PID    Reference Object                     Distance      Geod. Az  |
 BH1498|                                                           dddmmss.s |
 BH1498| BH1500 EUBANKS AZ MK                                      0270425.1 |
 BH1498| BH2441 LUCEDALE TANK                       APPROX. 5.7 KM 1192100.5 |
 BH1498| BH2440 LUCEDALE COUNTY CTHSE DOME          APPROX. 5.8 KM 1210519.5 |
 BH1498| BH1499 EUBANKS RM 1                         29.925 METERS 19157     |
 BH1498| BH2479 LUCEDALE CENTRAL FIRE TOWER         APPROX. 5.6 KM 2055819.0 |
 BH1498| BH1497 EUBANKS RM 2                         37.465 METERS 31924     |
 BH1498|---------------------------------------------------------------------|
 BH1498
 BH1498                          SUPERSEDED SURVEY CONTROL
 BH1498
 BH1498  NAD 83(1993)-  30 57 02.13192(N)    088 38 31.52448(W) AD(       ) 1
 BH1498  NAD 83(1986)-  30 57 02.14169(N)    088 38 31.52799(W) AD(       ) 1
 BH1498  NAD 27      -  30 57 01.47400(N)    088 38 31.43300(W) AD(       ) 1
 BH1498  NGVD 29 (??/??/??)   81.906  (m)          268.72   (f) ADJUSTED    2 2
 BH1498
 BH1498.Superseded values are not recommended for survey control.
 BH1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1498.See file dsdata.txt to determine how the superseded data were derived.
 BH1498
 BH1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4314525282(NAD 83)
 BH1498_MARKER: DS = TRIANGULATION STATION DISK
 BH1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1498_STAMPING: EUBANKS
 BH1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1498+STABILITY: SURFACE MOTION
 BH1498
 BH1498  HISTORY     - Date     Condition        Report By
 BH1498  HISTORY     - 1942     MONUMENTED       CGS
 BH1498  HISTORY     - 1942     GOOD             CGS
 BH1498  HISTORY     - 1958     GOOD             CGS
 BH1498  HISTORY     - 1971     GOOD             MSHD
 BH1498  HISTORY     - 1976     GOOD             MSHD
 BH1498
 BH1498                          STATION DESCRIPTION
 BH1498
 BH1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH1498'STATION IS LOCATED ABOUT 3-1/2 MILES (AIR LINE) NE OF LUCEDALE ON
 BH1498'PROPERTY OWNED AND OCCUPIED BY MR. EUBANKS.  STATION MARK
 BH1498'IS IN PINE GROVE ON THE HIGHEST PART OF A SMALL KNOLL WHICH IS 0.15
 BH1498'MILE E OF THE EUBANKS HOUSE, 16 FEET S OF AN E-W FENCE WITH
 BH1498'CULTIVATED FIELD TO THE N, 8 FEET WNW OF A WHITE REFERENCE POST,
 BH1498'STAMPED EUBANKS 1942, AND PROJECTS 8 INCHES.
 BH1498'
 BH1498'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH1498'BRONZE DISKS SET IN CONCRETE.
 BH1498'
 BH1498'REFERENCE MARK NO. 1 IS 98.18 FEET SE OF THE STATION, 76 FEET S OF AN
 BH1498'E-W FENCE IN THE PINE GROVE, STAMPED EUBANK NO.  1 1942, AND
 BH1498'PROJECTS 8 INCHES.
 BH1498'
 BH1498'REFERENCE MARK NO. 2 IS 122.92 FEET WSW OF STATION, 40 FEET S OF AN
 BH1498'E-W FENCE, STAMPED EUBANKS NO. 2 1942, AND PROJECTS 8
 BH1498'INCHES.
 BH1498'
 BH1498'THE AZIMUTH MARK IS 0.25 MILE NNW OF STATION, IN A SMALL CLEARING, 35
 BH1498'FEET W OF THE CENTER LINE OF A N-S ROAD, AND 7 FEET E OF A WHITE
 BH1498'REFERENCE POST.  MARK IS STAMPED EUBANKS 1942 AND PROJECTS 8 INCHES.
 BH1498'
 BH1498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 26 AT
 BH1498'THE W EDGE OF LUCEDALE, GO W AND N ON HIGHWAY 26 FOR 3.75 MILES TO
 BH1498'A T-ROAD RIGHT, N, TURN RIGHT AND GO 0.2 MILE TO THE EUBANKS HOUSE ON
 BH1498'THE RIGHT, TURN RIGHT AND PASS BETWEEN THE HOUSE AND BARN
 BH1498'CONTINUING UP HILL E FOR 0.15 MILE TO STATION AT HIGHEST POINT OF
 BH1498'HILL.
 BH1498'
 BH1498'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH1498
 BH1498                          STATION RECOVERY (1942)
 BH1498
 BH1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 BH1498'3.5 MILES NORTHWEST FROM LUCEDALE.
 BH1498'THE MARK IS LOCATED 3.5 MILES NORTHWEST OF LUCEDALE ON A SMALL KNOLL
 BH1498'ABOUT 375 FEET SOUTHEAST OF A HOUSE IN THE NORTHWEST 1/4 OF SECTION
 BH1498'24, T 15N, R 7W. IT IS 27 FEET SOUTH OF AN 18 INCH PINE, 21.5 FEET
 BH1498'EAST OF A 6 INCH PINE, 20 FEET SOUTHEAST OF THE CENTER OF A TRACK
 BH1498'ROAD, 17.5 FEET SOUTHWEST OF THE SOUTHEAST GATE POST, 1 FOOT WEST OF A
 BH1498'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST AND
 BH1498'PROJECTS 3 INCHES.
 BH1498'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1498'98 FOR 2.1 MILES TO A BRIDGE. CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.9
 BH1498'MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHEAST ON A GRAVELED
 BH1498'ROAD FOR 0.2 MILE TO A FARM HOUSE ON THE RIGHT. TURN RIGHT AND GO
 BH1498'SOUTHEAST ON A TRACK RD PASSING BETWEEN THE HOUSE AND A BARN FOR 0.15
 BH1498'MILE TO WHERE THE ROAD BEARS LEFT INTO A FIELD AND THE MARK STRIGHT
 BH1498'AHEAD.
 BH1498
 BH1498                          STATION RECOVERY (1958)
 BH1498
 BH1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH1498'THE STATION WAS VISITED 5-22-58 AND ALL MARKS WERE FOUND IN GOOD
 BH1498'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH1498'
 BH1498'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF LUCEDALE, 0.2 MILE EAST
 BH1498'OF U.S. HIGHWAY 98, ON PROPERTY OWNED BY MR.  EUBANKS, ON THE
 BH1498'TOP OF A SMALL KNOLL, 0.15 MILE EAST OF MR. EUBANKS HOUSE AND AT THE
 BH1498'SOUTHWEST EDGE OF A CULTIVATED FIELD.  IT IS 15 FEET SOUTHWEST
 BH1498'OF THE FENCE LINE AT THE SOUTHWEST EDGE OF THE CULTIVATED FIELD, 18.5
 BH1498'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A BOARD
 BH1498'GATE, AND 19 FEET NORTHEAST OF A TRACK ROAD.  IT IS A STANDARD DISK,
 BH1498'STAMPED EUBANKS 1942, PROJECTING 6 INCHES.
 BH1498'
 BH1498'REFERENCE MARK NO. 1 IS 98 FEET SOUTHEAST OF THE STATION, 70 FEET
 BH1498'SOUTHWEST OF A FENCE LINE AND 30 FEET SOUTHWEST OF THE TRACK
 BH1498'ROAD.  IT IS A STANDARD DISK, STAMPED EUBANKS NO 1 1942, PROJECTING 6
 BH1498'INCHES.
 BH1498'
 BH1498'REFERENCE MARK NO. 2 IS 122.92 FEET WEST-NORTHWEST OF THE STATION, 44
 BH1498'FEET SOUTHWEST OF A FENCE LINE, 11 FEET SOUTHWEST OF THE
 BH1498'CENTER OF THE TRACK ROAD AND 3.5 FEET NORTH OF A 6-INCH PINE TREE.
 BH1498'IT IS A STANDARD DISK, STAMPED EUBANKS NO 2 1942, PROJECTING 6
 BH1498'INCHES.
 BH1498'
 BH1498'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION ON THE
 BH1498'NORTHWEST SIDE OF THE ROAD LEADING TO THE RAILROAD TRACK,
 BH1498'AT A POINT WHERE THE ROAD STARTS DOWN HILL, AND ABOUT 75 YARDS
 BH1498'SOUTHEAST OF A WHITE HOUSE IN THE WOODS.  IT IS 35 FEET
 BH1498'NORTHWEST OF THE CENTER OF THE ROAD, 48 FEET NORTH OF POWER POLE NO.
 BH1498'L 7 452/3-1/2 WITH TRANSFORMER AND ACROSS THE ROAD FROM
 BH1498'THE NORTHEAST CORNER OF A CULTIVATED FIELD.  IT IS A STANDARD DISK,
 BH1498'STAMPED EUBANK 1942, PROJECTING 6 INCHES.
 BH1498'
 BH1498'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE GO WEST ON U.S.
 BH1498'HIGHWAY 98, 3.9 MILES TO A SIDE ROAD LEADING EAST, TURN RIGHT AND GO
 BH1498'EAST FOR 0.2 MILE TO A HOUSE ON THE RIGHT, TURN RIGHT AND GO
 BH1498'SOUTHEAST, PASSING TO THE LEFT OF THE HOUSE, BETWEEN THE
 BH1498'HOUSE AND THE BARN AND GO 0.15 MILE TO THE STATION.
 BH1498'
 BH1498'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST TO THE DIRT
 BH1498'ROAD, TURN RIGHT AND GO EAST FOR 0.25 MILE TO A POINT WHERE THE
 BH1498'ROAD STARTS DOWN HILL AND THE MARK ON THE LEFT.
 BH1498
 BH1498                          STATION RECOVERY (1971)
 BH1498
 BH1498'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH1498'THE STATION WAS VISITED 5-6-71 AND THE STATION MARK, REFERENCE MARK,
 BH1498'NO. 1, NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH1498'
 BH1498'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF LUCEDALE ON A SMALL
 BH1498'KNOLL ABOUT 0.2 MILE NORTHEAST OF U.S. HIGHWAY 98, IN THE
 BH1498'NORTHWEST 1/4 OF SECTION 24, T1S, R7W, AND ON PROPERTY OWNED BY MR.
 BH1498'EUBANKS.  IT IS 20 FEET SOUTH SOUTHEAST OF THE CENTER OF A TRACK
 BH1498'ROAD, 18 FEET SOUTHWEST OF A FENCE, 27.5 FEET SOUTH OF A 12-INCH PINE
 BH1498'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BH1498'
 BH1498'IT IS A TRIANGULATION DISK, STAMPED EUBANKS 1942, PROJECTING 6
 BH1498'INCHES.
 BH1498'
 BH1498'REFERENCE MARK NO. 1 IS 98.18 FEET SOUTHWEST OF THE STATION.  IT IS
 BH1498'26 FEET SOUTH OF A 12-INCH PINE, AND 1 FOOT EAST OF A METAL
 BH1498'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED EUBANKS NO 1
 BH1498'1942, PROJECTING 6 INCHES.
 BH1498'
 BH1498'REFERENCE MARK NO. 2 IS 122.92 FEET NORTHWEST OF THE STATION.  IT IS
 BH1498'8 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 BH1498'SOUTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK
 BH1498'STAMPED EUBANKS NO 2 1942, PROJECTING 6 INCHES.
 BH1498'
 BH1498'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION.  IT IS 35
 BH1498'FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 49 FEET NORTHEAST
 BH1498'OF POLE NO. L7 452/3 1/2, 37 FEET EAST OF THE EAST END OF THE
 BH1498'CIRCULAR DRIVEWAY LEADING TO A WHITE FRAME HOUSE, 1 FOOT
 BH1498'NORTHWEST OF A METAL WITNESS POST AND ABOUT 1-1/2 FEET ABOVE THE
 BH1498'LEVEL OF THE ROAD. THE AZIMUTH IS VISIBLE FROM THE
 BH1498'STATION.  IT IS AN AZIMUTH MARK DISK, STAMPED EUBANKS 1942,
 BH1498'PROJECTING 6 INCHES.
 BH1498'
 BH1498'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH1498'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 BH1498'26 AND 63.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 3.9 MILES TO A SIDE
 BH1498'ROAD RIGHT 0.3 MILES BEYOND THE BEXLEY WATER TANK.  TURN RIGHT
 BH1498'AND CONTINUE NORTHEAST ON A GRAVEL ROAD FOR 0.2 MILE TO THE EUBANKS
 BH1498'HOUSE ON THE RIGHT.* TURN RIGHT AND CONTINUE SOUTHEAST ON A
 BH1498'TRACK ROAD, PASSING BETWEEN THE HOUSE AND THE BARN FOR 0.15 MILE TO
 BH1498'WHERE THE ROAD BEARS LEFT INTO A FIELD, AND THE STATION IS
 BH1498'STRAIGHT AHEAD.
 BH1498'
 BH1498'*TO REACH THE AZIMUTH FROM THE EUBANKS HOUSE, CONTINUE NORTHEAST ON A
 BH1498'GRAVEL ROAD FOR 0.25 MILE TO THE EAST END OF A CIRCULAR DRIVEWAY,
 BH1498'AND THE MARK IS ON THE LEFT.
 BH1498'
 BH1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES NORTHWEST
 BH1498'OF LUCEDALE.
 BH1498
 BH1498                          STATION RECOVERY (1976)
 BH1498
 BH1498'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 BH1498'THE STATION WAS VISITED 8-11-76 AND THE STATION MARK, RM NO 1,
 BH1498'RM NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH1498'
 BH1498'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF LUCEDALE ON A SMALL
 BH1498'KNOLL ABOUT 375 FEET SOUTHEAST OF A HOUSE ABOUT 0.2 MILE NORTHEAST
 BH1498'OF U.S. HIGHWAY 98 IN THE NORTHWEST 1/4 OF SECTION 24, T 1S, R
 BH1498'7W.  IT IS 27 FEET SOUTH OF AN 18 INCH PINE, 20 FEET SOUTHEAST
 BH1498'OF THE CENTER OF A TRACK ROAD, 17.5 FEET SOUTHWEST OF A GATE POST
 BH1498'IN A FENCE, 21.5 FEET EAST OF A 6 INCH PINE AND 1 FOOT WEST OF A
 BH1498'METAL WITNESS POST AND PROJECTS 3 INCHES.
 BH1498'
 BH1498'IT IS A TRIANGULATION DISK, STAMPED EUBANKS 1942.
 BH1498'
 BH1498'REFERENCE MARK NO 1 IS 98.18 FEET SOUTHWEST OF THE STATION.  IT
 BH1498'IS 26 FEET SOUTH OF AN 18 INCH PINE, 23.5 FEET WEST OF A 12 INCH
 BH1498'PINE, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 4 INCHES.
 BH1498'
 BH1498'IT IS A REFERENCE MARK DISK, STAMPED EUBANKS NO 1 1942.
 BH1498'
 BH1498'REFERENCE MARK NO 2 IS 122.92 FEET NORTHWEST OF THE STATION.  IT
 BH1498'IS 14 FEET SOUTH OF A 4 INCH CHERRY, 13 FEET NORTH OF A 12 INCH
 BH1498'PINE, 7 FEET WEST OF THE CENTER OF A TRACK ROAD, 1 FOOT WEST OF
 BH1498'A METAL WITNESS POST AND PROJECTS 5 INCHES.  IT IS A REFERENCE
 BH1498'MARK DISK, STAMPED EUBANKS NO 2 1942.
 BH1498'
 BH1498'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION.  IT IS
 BH1498'80 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY TO HOUSE, 49 FEET
 BH1498'NORTHEAST OF POLE NO. L7 452 13 1/2, 35 FEET NORTHWEST
 BH1498'OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTHWEST OF A METAL
 BH1498'WITNESS POST ABOUT 1-1/2 FEET ABOVE THE LEVEL OF THE ROAD AND
 BH1498'PROJECTS 6 INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED EUBANKS
 BH1498'1942.
 BH1498'
 BH1498'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BH1498'WEST ON U.S. HIGHWAY 98 FOR 4.15 MILES TO A SIDE ROAD RIGHT (0.3
 BH1498'MILE BEYOND THE BEXLEY WATER TANK).  TURN RIGHT AND GO NORTHEAST
 BH1498'ON A GRAVELED ROAD FOR 0.2 MILE TO A FRAME HOUSE ON THE
 BH1498'RIGHT.  TURN RIGHT AND CONTINUE SOUTHEAST ON A TRACK ROAD PASSING
 BH1498'BETWEEN THE HOUSE AND A BARN FOR 0.15 MILE TO WHERE THE ROAD
 BH1498'BEARS LEFT INTO A FIELD AND THE STATION STRAIGHT AHEAD.  TO
 BH1498'REACH THE AZIMUTH CONTINUE NORTHEAST ON A GRAVELED ROAD FOR 0.25
 BH1498'MILE TO THE LEFT.
 BH1498'
 BH1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH1498'3.5 MILES NORTHWEST OF LUCEDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1500 ***********************************************************************
 BH1500  DESIGNATION -  EUBANKS AZ MK
 BH1500  PID         -  BH1500
 BH1500  STATE/COUNTY-  MS/GEORGE
 BH1500  USGS QUAD   -  MERRILL (1982)
 BH1500
 BH1500                         *CURRENT SURVEY CONTROL
 BH1500  ___________________________________________________________________
 BH1500* NAD 83(1986)-  30 57 13.     (N)    088 38 27.     (W)     SCALED    
 BH1500* NAVD 88     -        77.600  (meters)     254.59   (feet)  ADJUSTED  
 BH1500  ___________________________________________________________________
 BH1500  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH1500  DYNAMIC HT  -          77.500 (meters)     254.26  (feet)  COMP
 BH1500  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BH1500
 BH1500  VERT ORDER  -  SECOND    CLASS II
 BH1500
 BH1500.The horizontal coordinates were scaled from a topographic map and have
 BH1500.an estimated accuracy of +/- 6 seconds.
 BH1500
 BH1500.The orthometric height was determined by differential leveling
 BH1500.and adjusted in May 1996.
 BH1500
 BH1500.The geoid height was determined by GEOID03.
 BH1500
 BH1500.The dynamic height is computed by dividing the NAVD 88
 BH1500.geopotential number by the normal gravity value computed on the
 BH1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1500.degrees latitude (g = 980.6199 gals.).
 BH1500
 BH1500.The modeled gravity was interpolated from observed gravity values.
 BH1500
 BH1500;                    North         East    Units  Estimated Accuracy
 BH1500;SPC MS E     -   161,150.      318,390.      MT  (+/- 180 meters Scaled)
 BH1500
 BH1500                          SUPERSEDED SURVEY CONTROL
 BH1500
 BH1500  NGVD 29 (??/??/??)   77.592  (m)          254.57   (f) ADJUSTED    2 2
 BH1500
 BH1500.Superseded values are not recommended for survey control.
 BH1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1500.See file dsdata.txt to determine how the superseded data were derived.
 BH1500
 BH1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV432256(NAD 83)
 BH1500_MARKER: DZ = AZIMUTH MARK DISK
 BH1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1500_STAMPING: EUBANKS 1942
 BH1500_PROJECTION: PROJECTING 15 CENTIMETERS
 BH1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1500+STABILITY: SURFACE MOTION
 BH1500
 BH1500  HISTORY     - Date     Condition        Report By
 BH1500  HISTORY     - 1942     MONUMENTED       CGS
 BH1500  HISTORY     - 1942     GOOD             CGS
 BH1500
 BH1500                          STATION DESCRIPTION
 BH1500
 BH1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BH1500'3.6 MILES NORTHWEST FROM LUCEDALE.
 BH1500'THE MARK IS LOCATED 3.6 MILES NORTHWEST OF LUCEDALE ON THE NORTHWEST
 BH1500'SIDE OF A GRAVELED ROAD NEAR THE EAST END OF A CIRCULAR DRIVEWAY,
 BH1500'0.15 MILE SOUTHWEST OF THE G.M.&O. RAILROAD TRACK IN THE SOUTHWEST 1/4
 BH1500'OF SECTION 13, T 1S, R 7W. IT IS 80 FEET NORTHEAST OF THE CENTER OF
 BH1500'THE DRIVEWAY TO THE HOUSE, 49 FEET NORTHEAST OF POLE NO. L7452/3 1/2,
 BH1500'35 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD. 1 FOOT WEST OF A
 BH1500'1 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES.
 BH1500'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1500'98 FOR 4.15 MILES TO A SIDE ROAD RIGHT (0.3 MILE BEYOND THE BEXLEY
 BH1500'WATER TANK). TURN RIGHT AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.45
 BH1500'MILE TO A HOUSE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1499 ***********************************************************************
 BH1499  DESIGNATION -  EUBANKS RM 1
 BH1499  PID         -  BH1499
 BH1499  STATE/COUNTY-  MS/GEORGE
 BH1499  USGS QUAD   -  MERRILL (1982)
 BH1499
 BH1499                         *CURRENT SURVEY CONTROL
 BH1499  ___________________________________________________________________
 BH1499* NAD 83(1986)-  30 56 58.     (N)    088 38 32.     (W)     SCALED    
 BH1499* NAVD 88     -        81.529  (meters)     267.48   (feet)  ADJUSTED  
 BH1499  ___________________________________________________________________
 BH1499  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH1499  DYNAMIC HT  -          81.424 (meters)     267.14  (feet)  COMP
 BH1499  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BH1499
 BH1499  VERT ORDER  -  SECOND    CLASS II
 BH1499
 BH1499.The horizontal coordinates were scaled from a topographic map and have
 BH1499.an estimated accuracy of +/- 6 seconds.
 BH1499
 BH1499.The orthometric height was determined by differential leveling
 BH1499.and adjusted in May 1996.
 BH1499
 BH1499.The geoid height was determined by GEOID03.
 BH1499
 BH1499.The dynamic height is computed by dividing the NAVD 88
 BH1499.geopotential number by the normal gravity value computed on the
 BH1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1499.degrees latitude (g = 980.6199 gals.).
 BH1499
 BH1499.The modeled gravity was interpolated from observed gravity values.
 BH1499
 BH1499;                    North         East    Units  Estimated Accuracy
 BH1499;SPC MS E     -   160,690.      318,260.      MT  (+/- 180 meters Scaled)
 BH1499
 BH1499                          SUPERSEDED SURVEY CONTROL
 BH1499
 BH1499  NGVD 29 (??/??/??)   81.521  (m)          267.46   (f) ADJUSTED    2 2
 BH1499
 BH1499.Superseded values are not recommended for survey control.
 BH1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1499.See file dsdata.txt to determine how the superseded data were derived.
 BH1499
 BH1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV431251(NAD 83)
 BH1499_MARKER: DR = REFERENCE MARK DISK
 BH1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1499_STAMPING: EUBANKS NO 1 1942
 BH1499_MARK LOGO: CGS   
 BH1499_PROJECTION: PROJECTING 10 CENTIMETERS
 BH1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1499+STABILITY: SURFACE MOTION
 BH1499
 BH1499  HISTORY     - Date     Condition        Report By
 BH1499  HISTORY     - 1942     MONUMENTED       CGS
 BH1499  HISTORY     - 1942     GOOD             CGS
 BH1499
 BH1499                          STATION DESCRIPTION
 BH1499
 BH1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BH1499'3.5 MILES NORTHWEST FROM LUCEDALE.
 BH1499'THE MARK IS LOCATED 2.5 MILES NORTHWEST OF LUCEDALE ON A SMALL KNOLL
 BH1499'ABOUT 0.2 MILE NORTHWEST OF U.S. HIGHWAY 98 ABOUT 350 FEET SOUTHEAST
 BH1499'OF A HOUSE IN THE NORTHWEST 1/4 OF SECTION 24, T 1S, R TW. IT IS
 BH1499'98.18 FEET SOUTHWEST OF THE STATION, 26 FEET SOUTH OF AN 18 INCH PINE
 BH1499'23.5 FEET WEST OF A 12 INCH PINE, 1 FOOT EAST OF A METAL WITNESS POST
 BH1499'SET IN THE TOP OF A SQUARE CONCRETE POST AND PROJECTS 4 INCHES.
 BH1499'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1499'98 FOR 2.1 MILES TO A BRIDGE. CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.9
 BH1499'MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHEAST ON A GRAVELED
 BH1499'ROAD FOR 0.2 MILE TO A FARM HOUSE ON THE RIGHT. TURN RIGHT AND GO
 BH1499'SOUTHEST ON A TRACK ROAD PASSING BETWEEN THE HOUSE AND A BARN FOR 0.15
 BH1499'MILE TO WHERE THE ROAD BEARS LEFT INTO A FIELD AND THE MARK STRIGHT
 BH1499'AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1497 ***********************************************************************
 BH1497  DESIGNATION -  EUBANKS RM 2
 BH1497  PID         -  BH1497
 BH1497  STATE/COUNTY-  MS/GEORGE
 BH1497  USGS QUAD   -  MERRILL (1982)
 BH1497
 BH1497                         *CURRENT SURVEY CONTROL
 BH1497  ___________________________________________________________________
 BH1497* NAD 83(1986)-  30 56 58.     (N)    088 38 32.     (W)     SCALED    
 BH1497* NAVD 88     -        81.898  (meters)     268.69   (feet)  ADJUSTED  
 BH1497  ___________________________________________________________________
 BH1497  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH1497  DYNAMIC HT  -          81.792 (meters)     268.35  (feet)  COMP
 BH1497  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BH1497
 BH1497  VERT ORDER  -  SECOND    CLASS II
 BH1497
 BH1497.The horizontal coordinates were scaled from a topographic map and have
 BH1497.an estimated accuracy of +/- 6 seconds.
 BH1497
 BH1497.The orthometric height was determined by differential leveling
 BH1497.and adjusted in May 1996.
 BH1497
 BH1497.The geoid height was determined by GEOID03.
 BH1497
 BH1497.The dynamic height is computed by dividing the NAVD 88
 BH1497.geopotential number by the normal gravity value computed on the
 BH1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1497.degrees latitude (g = 980.6199 gals.).
 BH1497
 BH1497.The modeled gravity was interpolated from observed gravity values.
 BH1497
 BH1497;                    North         East    Units  Estimated Accuracy
 BH1497;SPC MS E     -   160,690.      318,260.      MT  (+/- 180 meters Scaled)
 BH1497
 BH1497                          SUPERSEDED SURVEY CONTROL
 BH1497
 BH1497  NGVD 29 (??/??/??)   81.889  (m)          268.66   (f) ADJUSTED    2 2
 BH1497
 BH1497.Superseded values are not recommended for survey control.
 BH1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1497.See file dsdata.txt to determine how the superseded data were derived.
 BH1497
 BH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV431251(NAD 83)
 BH1497_MARKER: DR = REFERENCE MARK DISK
 BH1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1497_STAMPING: EUBANKS NO 2 1942
 BH1497_MARK LOGO: CGS   
 BH1497_PROJECTION: PROJECTING 12 CENTIMETERS
 BH1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1497+STABILITY: SURFACE MOTION
 BH1497
 BH1497  HISTORY     - Date     Condition        Report By
 BH1497  HISTORY     - 1942     MONUMENTED       CGS
 BH1497  HISTORY     - 1942     GOOD             CGS
 BH1497
 BH1497                          STATION DESCRIPTION
 BH1497
 BH1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BH1497'3.5 MILES NORTHWEST FROM LUCEDALE.
 BH1497'THE MARK IS LOCATED 2.5 MILES NORTHWEST OF LUCEDALE ON A SMALL KNOLL
 BH1497'ABOUT 0.2 MILE NORTHWEST OF U.S. HIGHWAY 98 IN THE NORTHWEST 1/4 OF
 BH1497'SECTION 24, T 1S, R TW AND ON THE PROPERTY OF MR. EUBANKS. IT IS
 BH1497'122.92 FEET NORTHWEST OF THE STATION, 14 FEET SOUTH OF A 4 INCH
 BH1497'CHERRY, 13 FEET NORTH OF A 12 INCH PINE, 7 FOOT WEST OF THE CENTER OF
 BH1497'A WOOD ROAD, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A
 BH1497'SQUARE CONCRETE POST AND PROJECTS 5 INCHES.
 BH1497'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY
 BH1497'98 FOR 2.1 MILES TO A BRIDGE. CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.9
 BH1497'MILES FOR 1.9 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHEAST
 BH1497'ON A GRAVELED ROAD FOR 0.2 MILE TO A FRAME HOUSE ON THE RIGHT. TURN
 BH1497'RIGHT AND GO SOUTHEST ON A TRACK ROAD PASSING BETWEEN THE HOUSE AND A
 BH1497'BARN FOR 0.15 MILE TO WHERE THE ROAD BEARS LEFT INTO A FIELD AND THE
 BH1497'MARK STRIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1155 ***********************************************************************
 DJ1155  DESIGNATION -  EUPORA
 DJ1155  PID         -  DJ1155
 DJ1155  STATE/COUNTY-  MS/WEBSTER
 DJ1155  USGS QUAD   -  EUPORA (1983)
 DJ1155
 DJ1155                         *CURRENT SURVEY CONTROL
 DJ1155  ___________________________________________________________________
 DJ1155* NAD 83(1986)-  33 32 31.     (N)    089 16 24.     (W)     SCALED    
 DJ1155* NAVD 88     -       130.519  (meters)     428.21   (feet)  ADJUSTED  
 DJ1155  ___________________________________________________________________
 DJ1155  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DJ1155  DYNAMIC HT  -         130.378 (meters)     427.75  (feet)  COMP
 DJ1155  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DJ1155
 DJ1155  VERT ORDER  -  FIRST     CLASS II
 DJ1155
 DJ1155.The horizontal coordinates were scaled from a topographic map and have
 DJ1155.an estimated accuracy of +/- 6 seconds.
 DJ1155
 DJ1155.The orthometric height was determined by differential leveling
 DJ1155.and adjusted in June 1991.
 DJ1155
 DJ1155.The geoid height was determined by GEOID03.
 DJ1155
 DJ1155.The dynamic height is computed by dividing the NAVD 88
 DJ1155.geopotential number by the normal gravity value computed on the
 DJ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1155.degrees latitude (g = 980.6199 gals.).
 DJ1155
 DJ1155.The modeled gravity was interpolated from observed gravity values.
 DJ1155
 DJ1155;                    North         East    Units  Estimated Accuracy
 DJ1155;SPC MS E     -   448,230.      259,140.      MT  (+/- 180 meters Scaled)
 DJ1155
 DJ1155                          SUPERSEDED SURVEY CONTROL
 DJ1155
 DJ1155  NGVD 29 (??/??/92)  130.453  (m)          427.99   (f) ADJ UNCH    1 2
 DJ1155
 DJ1155.Superseded values are not recommended for survey control.
 DJ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1155.See file dsdata.txt to determine how the superseded data were derived.
 DJ1155
 DJ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC889136(NAD 83)
 DJ1155_MARKER: DB = BENCH MARK DISK
 DJ1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1155_SP_SET: BUILDING
 DJ1155_STAMPING: EUPORA 1933
 DJ1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1155
 DJ1155  HISTORY     - Date     Condition        Report By
 DJ1155  HISTORY     - 1933     MONUMENTED       CGS
 DJ1155  HISTORY     - 1965     GOOD             MSHD
 DJ1155  HISTORY     - 19811001 GOOD             MSSU
 DJ1155  HISTORY     - 1988     GOOD             MSU
 DJ1155  HISTORY     - 20081207 MARK NOT FOUND   MSSU
 DJ1155
 DJ1155                          STATION DESCRIPTION
 DJ1155
 DJ1155'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1155'IN EUPORA.
 DJ1155'THE MARK IS LOCATED AT THE GRAMMER SCHOOL IN EUPORA.  THE MARK IS A
 DJ1155'DISK SET IN THE CEMENT IN A DRILLED HOLE IN THE FACE OF THE EAST WALL.
 DJ1155'THE DISK IS 77.5 FEET NORTH OF THE SOUTH END AND 73.5 FEET SOUTH OF
 DJ1155'THE MAIN ENTRANCE AND 6 FEET ABOVE THE LEVEL OF THE GROUND. NOTE--
 DJ1155'THERE HAS BEEN AN ADDITION BUILT ONTO THE SOUTH END OF THE BUILDING.
 DJ1155
 DJ1155                          STATION RECOVERY (1981)
 DJ1155
 DJ1155'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1155'RECOVERED IN GOOD CONDITION.
 DJ1155
 DJ1155                          STATION RECOVERY (1988)
 DJ1155
 DJ1155'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (MC)
 DJ1155'RECOVERED IN GOOD CONDITION.
 DJ1155
 DJ1155                          STATION RECOVERY (2008)
 DJ1155
 DJ1155'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (SD)
 DJ1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1944 ***********************************************************************
 DJ1944  DESIGNATION -  EUPORA MUNICIPAL TANK
 DJ1944  PID         -  DJ1944
 DJ1944  STATE/COUNTY-  MS/WEBSTER
 DJ1944  USGS QUAD   -  EUPORA (1983)
 DJ1944
 DJ1944                         *CURRENT SURVEY CONTROL
 DJ1944  ___________________________________________________________________
 DJ1944* NAD 83(1993)-  33 32 08.67948(N)    089 16 23.00755(W)     ADJUSTED  
 DJ1944* NAVD 88     -              **(meters)            **(feet)            
 DJ1944  ___________________________________________________________________
 DJ1944  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DJ1944  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DJ1944  HORZ ORDER  -  THIRD
 DJ1944
 DJ1944.The horizontal coordinates were established by classical geodetic methods
 DJ1944.and adjusted by the National Geodetic Survey in May 1994.
 DJ1944
 DJ1944
 DJ1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1944
 DJ1944.The geoid height was determined by GEOID03.
 DJ1944
 DJ1944;                    North         East     Units Scale Factor Converg.
 DJ1944;SPC MS E     -   447,541.968   259,158.384   MT  0.99997056   -0 14 34.6
 DJ1944;SPC MS E     - 1,468,310.61    850,255.46   sFT  0.99997056   -0 14 34.6
 DJ1944;SPC MS W     -   447,958.820   798,480.285   MT  1.00006952   +0 35 08.9
 DJ1944;SPC MS W     - 1,469,678.23  2,619,680.74   sFT  1.00006952   +0 35 08.9
 DJ1944;UTM  16      - 3,712,995.924   288,931.262   MT  1.00014927   -1 15 22.4
 DJ1944
 DJ1944                          SUPERSEDED SURVEY CONTROL
 DJ1944
 DJ1944  NAD 83(1986)-  33 32 08.69222(N)    089 16 23.00576(W) AD(       ) 4
 DJ1944  NAD 27      -  33 32 08.25400(N)    089 16 22.76200(W) AD(       ) 3
 DJ1944
 DJ1944.Superseded values are not recommended for survey control.
 DJ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1944.See file dsdata.txt to determine how the superseded data were derived.
 DJ1944
 DJ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8893112996(NAD 83)
 DJ1944_MARKER: 53 = ELEVATED TANK
 DJ1944
 DJ1944  HISTORY     - Date     Condition        Report By
 DJ1944  HISTORY     - 1939     FIRST OBSERVED   CGS
 DJ1944  HISTORY     - 1963     GOOD             MSHD
 DJ1944
 DJ1944                          STATION DESCRIPTION
 DJ1944
 DJ1944'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1944'THE TANK IS LOCATED IN THE SOUTH WEST PART OF TOWN ABOUT 2
 DJ1944'BLOCKS EAST OF ADAMS AVE. AND 1 BLOCK SOUTH OF GOULD STREET.
 DJ1944'IT IS A 4-LEGGED STRUCTURE ABOUT 100 FEET HIGH WITH AN OVAL
 DJ1944'BOTTOM, AND A CONICAL TOP WITH A CAT WALK AT THE BASE OF THE
 DJ1944'VERTICAL SIDES AND PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1943 ***********************************************************************
 DJ1943  DESIGNATION -  EUPORA RESET
 DJ1943  PID         -  DJ1943
 DJ1943  STATE/COUNTY-  MS/WEBSTER
 DJ1943  USGS QUAD   -  EUPORA (1983)
 DJ1943
 DJ1943                         *CURRENT SURVEY CONTROL
 DJ1943  ___________________________________________________________________
 DJ1943* NAD 83(1993)-  33 33 04.79106(N)    089 17 13.65448(W)     ADJUSTED  
 DJ1943* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DJ1943  ___________________________________________________________________
 DJ1943  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DJ1943  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1943  HORZ ORDER  -  FIRST
 DJ1943
 DJ1943.The horizontal coordinates were established by classical geodetic methods
 DJ1943.and adjusted by the National Geodetic Survey in May 1994.
 DJ1943
 DJ1943.The orthometric height was scaled from a topographic map.
 DJ1943
 DJ1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1943
 DJ1943.The geoid height was determined by GEOID03.
 DJ1943
 DJ1943;                    North         East     Units Scale Factor Converg.
 DJ1943;SPC MS E     -   449,276.301   257,859.247   MT  0.99997189   -0 15 02.9
 DJ1943;SPC MS E     - 1,474,000.66    845,993.21   sFT  0.99997189   -0 15 02.9
 DJ1943;SPC MS W     -   449,674.343   797,156.067   MT  1.00006633   +0 34 41.8
 DJ1943;SPC MS W     - 1,475,306.57  2,615,336.20   sFT  1.00006633   +0 34 41.8
 DJ1943;UTM  16      - 3,714,753.284   287,662.777   MT  1.00015589   -1 15 52.3
 DJ1943
 DJ1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1943!SPC MS E     -   0.99998189  x   0.99997189  =   0.99995378
 DJ1943!SPC MS W     -   0.99998189  x   1.00006633  =   1.00004822
 DJ1943!UTM  16      -   0.99998189  x   1.00015589  =   1.00013778
 DJ1943
 DJ1943|---------------------------------------------------------------------|
 DJ1943| PID    Reference Object                     Distance      Geod. Az  |
 DJ1943|                                                           dddmmss.s |
 DJ1943| CF9679 EUPORA RM 1                          31.614 METERS 00350     |
 DJ1943| CF9681 EUPORA RM 3                          20.943 METERS 04949     |
 DJ1943| DJ1933 MABEN MUNICIPAL TANK                APPROX.18.7 KM 0882815.7 |
 DJ1943| DJ1936 MATHISTON SILVER TANK               APPROX.15.1 KM 0953713.9 |
 DJ1943| CF9682 EUPORA RM 4                          22.192 METERS 13925     |
 DJ1943| DJ1944 EUPORA MUNICIPAL TANK               APPROX. 2.2 KM 1425448.5 |
 DJ1943| CF9680 EUPORA RM 2                          23.590 METERS 19305     |
 DJ1943| CF9678 EUPORA AZ MK                                       2384404.6 |
 DJ1943|---------------------------------------------------------------------|
 DJ1943
 DJ1943                          SUPERSEDED SURVEY CONTROL
 DJ1943
 DJ1943  NAD 83(1986)-  33 33 04.80354(N)    089 17 13.65255(W) AD(       ) 1
 DJ1943  NAD 27      -  33 33 04.36600(N)    089 17 13.40800(W) AD(       ) 1
 DJ1943
 DJ1943.Superseded values are not recommended for survey control.
 DJ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1943.See file dsdata.txt to determine how the superseded data were derived.
 DJ1943
 DJ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8766314753(NAD 83)
 DJ1943_MARKER: DS = TRIANGULATION STATION DISK
 DJ1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1943+STABILITY: SURFACE MOTION
 DJ1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1943+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 DJ1943
 DJ1943  HISTORY     - Date     Condition        Report By
 DJ1943  HISTORY     - 1939     MONUMENTED       CGS
 DJ1943  HISTORY     - 1955     SEE DESCRIPTION  CGS
 DJ1943  HISTORY     - 1963     GOOD             MSHD
 DJ1943  HISTORY     - 20080722 GOOD             MSSU
 DJ1943
 DJ1943                          STATION DESCRIPTION
 DJ1943
 DJ1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1943'STATION EUPORA IS LOCATED ABOUT 1 MILE NORTHWEST OF EUPORA, IN A
 DJ1943'SMALL GROVE OF OAK TREES IN THE SOUTHEAST QUARTER OF SEC. 31,
 DJ1943'T. 20 N., R. 10 E., ON THE WEST SIDE OF A MAIN GRAVEL ROAD, 43
 DJ1943'FEET SOUTH OF A 40-INCH OAK, 38 FEET NORTH OF A 40-INCH OAK, 38
 DJ1943'FEET WEST OF CENTER LINE OF GRAVEL ROAD, AND 15 FEET WEST OF A
 DJ1943'WIRE FENCE.  MARK PROJECTS 4 INCHES.
 DJ1943'
 DJ1943'TO REACH THE STATION FROM THE METHODIST EPISCOPAL CHURCH ON THE
 DJ1943'MAIN STREET IN EUPORA, GO WEST 0.35 MILE, TURN RIGHT (NORTH) AT
 DJ1943'SOUTHWEST CORNER OF SCHOOLYARD AND GO 0.1 MILE, TURN LEFT
 DJ1943'(WEST) AND GO 0.15 MILE, TURN RIGHT AND GO 0.25 MILE TO FORK,
 DJ1943'TAKE RIGHT FORK NORTHWEST AND GO 0.4 MILE TO TOP OF HILL AND
 DJ1943'STATION.
 DJ1943'
 DJ1943'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1943'BRONZE DISKS SET IN CONCRETE.
 DJ1943'
 DJ1943'REFERENCE MARK NO. 1 IS NORTH OF STATION, 21 FEET EAST OF CENTER
 DJ1943'LINE OF GRAVEL ROAD AND 1 FOOT EAST OF WIRE FENCE AND PROJECTS 4
 DJ1943'INCHES.
 DJ1943'
 DJ1943'REFERENCE MARK NO. 2 IS EAST OF STATION, 25 FEET EAST OF CENTER
 DJ1943'LINE OF GRAVEL ROAD AND 1 FOOT WEST OF WIRE FENCE AND PROJECTS
 DJ1943'4 INCHES.
 DJ1943'
 DJ1943'THE AZIMUTH MARK IS SET ON THE EAST SIDE OF A FARM ROAD ABOUT
 DJ1943'200 FEET SOUTHEAST OF HOUSE OWNED BY C.M. LOWRIMORE, 38 FEET
 DJ1943'SOUTH OF A 20-INCH OAK AND 8 FEET EAST OF CENTER LINE OF FARM
 DJ1943'ROAD.
 DJ1943'
 DJ1943'TO REACH AZIMUTH MARK FROM THE FORK MENTIONED IN THE STATION
 DJ1943'DESCRIPTION TAKE LEFT FORK AND GO 0.55 MILE TO FARM ROAD RIGHT,
 DJ1943'TURN RIGHT AND GO 0.15 MILE TO AZIMUTH MARK NEAR HOUSE.
 DJ1943'
 DJ1943'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ1943
 DJ1943                          STATION RECOVERY (1955)
 DJ1943
 DJ1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DJ1943'ALL MARKS WERE RECOVERD IN GOOD CONDITION.  REFERENCE MARKS
 DJ1943'NOS. 1 AND 2 WERE DESTROYED TO CLEAR PROPOSED NEW ROAD
 DJ1943'CONSTRUCTION.  NEW REFERENCE MARKS NOS. 3 AND 4 WERE SET, AND BOTH
 DJ1943'STATION MARKS WERE LOWERED.  THE PLUMBING OF THE OLD SURFACE
 DJ1943'STATION MARK OVER THE SUBSURFACE MARK WAS CHECKED IN THE PROCESS
 DJ1943'OF LOWERING AND FOUND GOOD.
 DJ1943'
 DJ1943'THE STATION IS ABOUT 1-1/2 MILES NW OF THE CENTER OF EUPORA,
 DJ1943'IN THE SE 1/4 SEC. 31, T 20 N, R 10 E, AND ESTIMATED 50 YARDS N
 DJ1943'OF THE APPARENTLY HIGHEST POINT IN THE VICINITY, 40 FEET SW OF
 DJ1943'CENTER OF THE NEW EUPORA-LORI ROAD, 77.5 FEET NW OF THE NEAREST
 DJ1943'GUYED TELEPHONE-AND-POWER POLE, 56.5 FEET NNE OF THE MOST
 DJ1943'EASTERLY CORNER OF A FRAME HOUSE, 40 FEET N OF THE CENTER OF A
 DJ1943'40-INCH OAK, 6 FEET SE OF THE PROJECTED PLANE OF THE NW WALL OF
 DJ1943'THE HOUSE, 6 FEET NW OF THE CENTER OF AN ENTRANCE BRICK
 DJ1943'WALKWAY, AND 0.5 FOOT SW OF THE PROJECTION OF THE LINE OF POLES
 DJ1943'FROM THE SE.  STATION MARK DISKS ARE
 DJ1943'BOTH STAMPED EUPORA 1939 1955, AND THE SURFACE MARK
 DJ1943'IS FLUSH WITH THE GROUND.
 DJ1943'
 DJ1943'REFERENCE MARK STAMPED EUPORA NO. 3 1955, PROJECTING
 DJ1943'0.3 FOOT IS 125.2 FEET NE OF THE MOST EASTERLY CORNER OF THE
 DJ1943'HOUSE, 102 FEET N OF THE SAID POLE, 32 FEET NE OF THE CENTER OF
 DJ1943'THE NEW ROAD, AND 11.5 FEET NW OF THE PROJECTED PLANE OF NW WALL
 DJ1943'OF THE HOUSE.
 DJ1943'
 DJ1943'REFERENCE MARK EUPORA NO. 4 1955, PROJECTING 0.4 FOOT,
 DJ1943'IS 34 FEET SW OF THE CENTER OF THE ROAD, 4.8 FEET NW OF THE
 DJ1943'CENTER OF SAID POLE, 1 FOOT SW OF THE LINE OF POLES, AND AT THE
 DJ1943'TOP OF A BANK ABOUT 4 FEET HIGHER THAN THE ROAD.
 DJ1943'
 DJ1943'THE AZIMUTH MARK, STAMPED EUPORA 1939, PROJECTING 0.4
 DJ1943'FOOT, IS ON THE CREST OF THE NEXT RIDGE SW OF THE STATION, 67
 DJ1943'FEET NW OF A FENCE, AND 10 FEET NE OF THE CENTER OF A FIELD
 DJ1943'ROAD.  AT PRESENT THE LINE TO THE AZIMUTH MARK IS OBSTRUCTED
 DJ1943'BY THE SAID HOUSE AND TIMBER GROWING IN THE SLIGHT HOLLOW
 DJ1943'BETWEEN THE TWO RIDGES.  A SHORT OFFSET WILL CLEAR THE HOUSE,
 DJ1943'AND THE TIMBER IS REPORTEDLY SCHEDULED TO BE CUT IN A YEAR.
 DJ1943'
 DJ1943'THE FOLLOWING IS THE ORIGINAL DESCRIPTION LIST WITH THE DESTROYED
 DJ1943'REFERENCE MARKS DELETED AND THE NEW ONES INSERTED.
 DJ1943
 DJ1943                          STATION RECOVERY (1963)
 DJ1943
 DJ1943'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1943'THE STATION WAS VISITED MAY 1963 AND ALL MARKS WERE FOUND IN
 DJ1943'GOOD CONDITION.
 DJ1943'
 DJ1943'THE 1939 TO REACH IS ADEQUATE.
 DJ1943'
 DJ1943'NEW AND ADDITIONAL MEASUREMENTS WERE MADE TO ALL THE MARKS.
 DJ1943'
 DJ1943'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTHWEST OF THE AZIMUTH
 DJ1943'MARK, 1.0 FOOT WEST OF RM 3, AND 1.0 FOOT EAST OF RM 4.
 DJ1943'
 DJ1943'THE STATION DISK IS 52 FEET EAST OF THE NORTHEAST CORNER OF IVRY
 DJ1943'BRANTLEYS HOUSE, 43 FEET SOUTH OF A 36-INCH OAK TREE, 42 FEET
 DJ1943'WEST OF THE CENTERLINE OF THE ROAD, 38 FEET NORTHEAST OF A
 DJ1943'48-INCH OAK TREE, 3 FEET NORTH OF A BRICK WALL.
 DJ1943'
 DJ1943'RM 3 IS 119 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 93
 DJ1943'FEET NORTHEAST OF A 48-INCH OAK TREE, 67.5 FEET SOUTHEAST OF A
 DJ1943'36-INCH OAK TREE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD.
 DJ1943'
 DJ1943'RM 4 IS 75 FEET NORTHWEST OF A 30-INCH BLACK GUM TREE, 42 FEET
 DJ1943'SOUTHEAST OF A 48-INCH OAK TREE, 35 FEET WEST OF THE CENTERLINE
 DJ1943'OF THE ROAD, 20 FEET SOUTH OF THE SOUTHEAST CORNER OF THE YARD
 DJ1943'FENCE, 4.5 FEET NORTH OF A 15-INCH POST OAK TREE WITH A TRIANGLE
 DJ1943'BLAZE.  45.5 FEET SOUTHWEST OF A 15-INCH WALNUT TREE, 49 FEET
 DJ1943'SOUTH SOUTHWEST OF A 24-INCH OAK TREE WITH A TRIANGLE BLAZE,
 DJ1943'61 FEET NORTHWEST OF A 24-INCH WATER OAK TREE WITH A TRIANGLE
 DJ1943'BLAZE, 9 FEET EAST OF THE CENTER OF A FARM ROAD.
 DJ1943
 DJ1943                          STATION RECOVERY (2008)
 DJ1943
 DJ1943'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (JCW)
 DJ1943'RECOVERED AS DESCRIBED.  GIBSON ST. HAS NOW BEEN RENAMED TO MARTIN
 DJ1943'LUTHER KING ST.  IVRY BRANTLEY HOUSE IS STILL THERE WITH A SIGN OUT
 DJ1943'FRONT INDICATING HER OWNERSHIP.  STAMP IS LOCATED IN OPEN SPOT IN THE
 DJ1943'YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0088 ***********************************************************************
 DK0088  DESIGNATION -  EUTAH
 DK0088  PID         -  DK0088
 DK0088  STATE/COUNTY-  MS/LEFLORE
 DK0088  USGS QUAD   -  SCHLATER (1983)
 DK0088
 DK0088                         *CURRENT SURVEY CONTROL
 DK0088  ___________________________________________________________________
 DK0088* NAD 83(1986)-  33 41 55.     (N)    090 18 05.     (W)     SCALED    
 DK0088* NAVD 88     -        42.293  (meters)     138.76   (feet)  ADJUSTED  
 DK0088  ___________________________________________________________________
 DK0088  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0088  DYNAMIC HT  -          42.250 (meters)     138.62  (feet)  COMP
 DK0088  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 DK0088
 DK0088  VERT ORDER  -  SECOND    CLASS 0
 DK0088
 DK0088.The horizontal coordinates were scaled from a topographic map and have
 DK0088.an estimated accuracy of +/- 6 seconds.
 DK0088
 DK0088.The orthometric height was determined by differential leveling
 DK0088.and adjusted in June 1991.
 DK0088
 DK0088.The geoid height was determined by GEOID03.
 DK0088
 DK0088.The dynamic height is computed by dividing the NAVD 88
 DK0088.geopotential number by the normal gravity value computed on the
 DK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0088.degrees latitude (g = 980.6199 gals.).
 DK0088
 DK0088.The modeled gravity was interpolated from observed gravity values.
 DK0088
 DK0088;                    North         East    Units  Estimated Accuracy
 DK0088;SPC MS W     -   465,520.      702,960.      MT  (+/- 180 meters Scaled)
 DK0088
 DK0088                          SUPERSEDED SURVEY CONTROL
 DK0088
 DK0088  NGVD 29 (??/??/??)   42.335  (m)          138.89   (f) ADJUSTED    2 0
 DK0088
 DK0088.Superseded values are not recommended for survey control.
 DK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0088.See file dsdata.txt to determine how the superseded data were derived.
 DK0088
 DK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT501320(NAD 83)
 DK0088_MARKER: DS = TRIANGULATION STATION DISK
 DK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0088_STAMPING: EUTAH 1957
 DK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0088+STABILITY: SURFACE MOTION
 DK0088
 DK0088  HISTORY     - Date     Condition        Report By
 DK0088  HISTORY     - 1957     MONUMENTED       CGS
 DK0088  HISTORY     - 1960     GOOD             MSHD
 DK0088  HISTORY     - 1968     GOOD             CGS
 DK0088  HISTORY     - 1968     GOOD             CGS
 DK0088  HISTORY     - 19811001 MARK NOT FOUND   USGS
 DK0088
 DK0088                          STATION DESCRIPTION
 DK0088
 DK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK0088'THE STATION IS ABOUT 3-3/4 MILES SOUTH OF MINTER CITY AND 1/2
 DK0088'MILE EAST OF U.S. HIGHWAY 49 E, ON THE SOUTHWEST BANK OF EUTAH
 DK0088'BEND OF THE TALLAHATCHIE RIVER, AT SUNNYSIDE, IN SECTION 9, T 21
 DK0088'N, R 1 W, AND ON THE PROPERTY OF MRS. RUSSELL.
 DK0088'
 DK0088'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 E AND STATE HIGHWAY
 DK0088'442, ABOUT 3 MILES EAST OF SCHLATER, GO NORTH ON U.S. HIGHWAY
 DK0088'49 E FOR 3.75 MILES TO A CROSSROAD.  *TURN RIGHT, EAST,
 DK0088'AND CONTINUE FOR 0.5 MILE TO WHERE THE ROAD TURNS RIGHT AND THE
 DK0088'STATION ON THE LEFT.  *TO REACH THE AZIMUTH MARK FROM THE
 DK0088'CROSSROAD, KEEP STRAIGHT AHEAD NORTHERLY ON HIGHWAY FOR 0.2 MILE TO
 DK0088'A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 DK0088'
 DK0088'STATION MARKS ARE STANDARD DISKS STAMPED EUTAH 1957.  THE
 DK0088'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 DK0088'INCHES.  IT IS 42 FEET NORTHEAST OF CENTER OF SURFACE ROAD,
 DK0088'42 FEET SOUTHWEST OF A TELEPHONE POLE NUMBERED 1633, AND 10
 DK0088'FEET EAST OF THE WEST POST AT THE SOUTH END OF A LANE.  A
 DK0088'STANDARD WITNESS POST WAS SET 2 FEET SOUTHEAST OF MARK.
 DK0088'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 DK0088'34 INCHES BELOW THE SURFACE OF THE GROUND.
 DK0088'
 DK0088'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EUTAH NO 1 1957,
 DK0088'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 DK0088'IT IS 74 FEET WEST OF CENTER OF SURFACE ROAD WHICH LEADS SOUTH
 DK0088'AND 54 FEET SOUTH OF CENTER OF SURFACE ROAD WHICH LEADS WEST AT
 DK0088'SUNNYSIDE.
 DK0088'
 DK0088'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EUTAH NO 2 1957,
 DK0088'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DK0088'IT IS 42 FEET WEST OF TELEPHONE POLE NUMBER 1632 AND 1 FOOT
 DK0088'EAST OF A NORTH-SOUTH FENCE LINE.
 DK0088'
 DK0088'AZIMUTH MARK, A STANDARD DISK STAMPED EUTAH 1957, IS SET IN A
 DK0088'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 67 FEET
 DK0088'EAST OF THE CENTER LINE OF HIGHWAY 49 E, 33 FEET NORTH OF
 DK0088'TELEPHONE POLE NUMBER 3, AND 17 FEET SOUTH OF A SIDE ROAD WHICH
 DK0088'LEADS EAST FROM HIGHWAY.  A STANDARD WITNESS POST WAS SET
 DK0088'1-1/2 FEET WEST OF MARK.
 DK0088'
 DK0088'TT 5 L 1928 IS A U.S. GEOLOGICAL SURVEY MARK STAMPED TT STATION
 DK0088'5 L 1928.  THE TOP HAS BEEN BROKEN CONTAINING THE DISK WHICH
 DK0088'WAS FOUND LYING IN THE SOIL AT THE MARK.  THE REMAINDER OF
 DK0088'THE MARK IS A CONCRETE FILLED TILE WHICH IS FLUSH WITH THE
 DK0088'SURFACE OF THE GROUND.  IT IS 110 FEET NORTH OF CENTER OF
 DK0088'SURFACE ROAD, 72 FEET NORTHWEST OF A TELEPHONE POLE NUMBER 1633,
 DK0088'AND 12-1/2 FEET WEST OF THE WEST FENCE LINE ALONG THE LANE.
 DK0088'
 DK0088'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK0088
 DK0088                          STATION RECOVERY (1960)
 DK0088
 DK0088'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0088'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND
 DK0088'AS DESCRIBED.  REFERENCE MARK NO. 1 IS NOW COVERED WITH 4
 DK0088'INCHES OF PEA GRAVEL.  THE DESCRIPTION IS ADEQUATE.
 DK0088'
 DK0088'TT 5 L 1928 WAS NOT FOUND.
 DK0088'
 DK0088'THIS STATION WAS NOT OCCUPIED.
 DK0088
 DK0088                          STATION RECOVERY (1968)
 DK0088
 DK0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DK0088'THE STATION WAS VISITED 5-16-68 AND THE STATION, R.M. NO. 1 AND
 DK0088'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS
 DK0088'FOUND DESTROYED AND WAS REMOVED FROM THE GROUND AND REPLACED IN
 DK0088'THE GROUND AS R.M. NO. 3.  TT 5L (USGS) WAS FOUND DESTROYED
 DK0088'WITH THE LOWER PORTION OF THE MARK IN THE GROUND.  A NEW
 DK0088'DESCRIPTION FOLLOWS--
 DK0088'
 DK0088'THE STATION IS LOCATED 3.7 MILES SOUTH-SOUTHWEST OF MINTER
 DK0088'CITY, 4.7 MILES NORTHEAST OF SCHLATER, 0.35 MILE EAST OF
 DK0088'SUNNYSIDE SCHOOL ON THE WEST BANK OF THE TALLAHATCHIE RIVER,
 DK0088'IN THE SE 1/4 OF SEC. 9, T 21 N, R 1 W, ON PROPERTY OWNED BY MRS.
 DK0088'RUSSELL, AT A T INTERSECTION OF ROADS.  IT IS 34 FEET NORTH
 DK0088'OF PROJECTED CENTERLINE OF ROAD WEST, 17 FEET EAST OF PROJECTED
 DK0088'CENTERLINE OF ROAD LEADING NORTH, 1 FOOT WEST OF PROJECTED
 DK0088'CENTERLINE OF ROAD LEADING SOUTH ABOUT 30 YARDS WEST OF THE
 DK0088'TALLAHATCHIE RIVER, 129.5 FEET NORTH OF NORTHEAST CORNER OF
 DK0088'CHURCH, 41.5 FEET SOUTHWEST OF TELEPHONE POLE NO. 1633, 1
 DK0088'FOOT EAST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 DK0088'STATION DISK STAMPED EUTAH 1957, PROJECTS 6-INCHES.
 DK0088'
 DK0088'REFERENCE MARK NO. 1 IS 102.56 FEET SOUTH-SOUTHWEST OF
 DK0088'THE STATION, 38 FEET NORTHWEST OF NORTHEAST CORNER OF CHURCH
 DK0088'BUILDING, 32.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE CABLE POLE,
 DK0088'29 FEET NORTHEAST OF A LAMP POLE, 53 FEET SOUTH OF THE CENTERLINE
 DK0088'OF BLACK TOP ROAD, 30 FEET NORTH OF NORTH WALL OF CHURCH ANNEX,
 DK0088'74 FEET WEST OF ROAD LEADING SOUTH.  IT IS A REFERENCE MARK DISK
 DK0088'STAMPED EUTAH NO 1 1957, 6-INCHES BELOW GROUND.
 DK0088'
 DK0088'REFERENCE MARK NO. 3 IS 166.61 FEET NORTHWEST OF STATION, ON
 DK0088'LINE WITH SOUTH ROW OF A TWO POLE POWER LINE, 22 FEET WEST OF THE
 DK0088'CENTERLINE OF ROAD, 4 FEET EAST OF SOUTH ONE OF DOUBLE POWER
 DK0088'POLES, 62 FEET NORTHWEST OF TELEPHONE POLE NO. 1632, 1 FOOT WEST
 DK0088'OF METAL WITNESS POST, 178 FEET NORTH OF THE CENTERLINE OF BLACK
 DK0088'TOP ROAD LEADING WEST.  IT IS A REFERENCE MARK DISK STAMPED
 DK0088'EUTAH 1957 NO 3 1968, PROJECTS 6-INCHES.
 DK0088'
 DK0088'THE AZIMUTH MARK IS 0.5 MILE WEST OF STATION, AND 66 FEET
 DK0088'NORTHEAST OF U.S. HIGHWAY 49E, 17 FEET SOUTHEAST OF THE
 DK0088'CENTERLINE OF GRAVELED ROAD, 10 FEET NORTHEAST OF BEVERLY
 DK0088'PLANTATION SIGN, 33.5 FEET NORTH OF POWER LINE POLE, 5 FEET
 DK0088'NORTHEAST OF END TREE OF ROW OF TREES, 1 FOOT NORTHEAST OF
 DK0088'A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK STAMPED
 DK0088'EUTAH 1957, PROJECTS 6-INCHES.
 DK0088'
 DK0088'TO REACH THE STATION FROM THE T.Y. FLEMING SCHOOL AT THE
 DK0088'NORTHWEST EDGE OF MINTER CITY, GO SOUTHWEST ON U.S. HIGHWAY
 DK0088'49E FOR 0.75 MILE TO THE INTERSECTION WITH STATE HIGHWAY 8,
 DK0088'CONTINUE SOUTH ON U.S. HIGHWAY 49E FOR 3.3 MILES TO A SIDE ROAD
 DK0088'LEADING LEFT TO THE BEVERLY PLANTATION AND THE AZIMUTH MARK
 DK0088'IN SOUTHEAST ANGLE OF INTERSECTION, CONTINUE SOUTH ON U.S.
 DK0088'HIGHWAY 49E FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT (EAST)
 DK0088'AND GO 0.45 MILE TO A T INTERSECTION AND THE STATION ON
 DK0088'THE LEFT.
 DK0088'
 DK0088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 DK0088'SSW OF MINTER CITY
 DK0088
 DK0088                          STATION RECOVERY (1968)
 DK0088
 DK0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DK0088'4.8 MI S FROM MINTER CITY.
 DK0088'LOCATED 4.15 MILE SOUTH ALONG U.S. HIGHWAY 49E FROM THE T.Y FLEMING
 DK0088'SCHOOL IN THE NORTHWEST EDGE OF MINTER CITY, THENCE 0.45 MILE EAST TO
 DK0088'THE MARK ON THE LEFT.  IT IS ON PROPERTY OWNED BY MRS RUSSELS, AT A T
 DK0088'INTERSECTION OF ROADS, 36 FEET NORTH OF THE PROJECTED CENTERLINE OF
 DK0088'THE ROAD LEADING WEST, 17 FEET EAST OF THE PROJECTED CENTERLINE OF THE
 DK0088'ROAD LEADING NORTH, 1 FOOT WEST OF THE PROJECTED CENTERLINE OF THE
 DK0088'ROAD LEADING SOUTH, ABOUT 30 YARDS WEST OF THE TALLAHATCHIE RIVER,
 DK0088'129.5 FEET NORTH OF THE NORTHEAST CORNER OF A CHURCH, 41.5 FEET
 DK0088'SOUTHWEST OF TELEPHONE POLE NO. 1633 AND 1 FOOT EAST OF A METAL
 DK0088'WITNESS.  IT IS A TRIANGULATION DISK SET IN THE TOP OF A CONCRETE POST
 DK0088'PROJECTING 6 INCHES.
 DK0088
 DK0088                          STATION RECOVERY (1981)
 DK0088
 DK0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RPS)
 DK0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0092 ***********************************************************************
 DK0092  DESIGNATION -  EUTAH AZ MK
 DK0092  PID         -  DK0092
 DK0092  STATE/COUNTY-  MS/LEFLORE
 DK0092  USGS QUAD   -  SCHLATER (1983)
 DK0092
 DK0092                         *CURRENT SURVEY CONTROL
 DK0092  ___________________________________________________________________
 DK0092* NAD 83(1986)-  33 41 57.     (N)    090 18 35.     (W)     SCALED    
 DK0092* NAVD 88     -        41.431  (meters)     135.93   (feet)  ADJUSTED  
 DK0092  ___________________________________________________________________
 DK0092  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0092  DYNAMIC HT  -          41.389 (meters)     135.79  (feet)  COMP
 DK0092  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 DK0092
 DK0092  VERT ORDER  -  SECOND    CLASS 0
 DK0092
 DK0092.The horizontal coordinates were scaled from a topographic map and have
 DK0092.an estimated accuracy of +/- 6 seconds.
 DK0092
 DK0092.The orthometric height was determined by differential leveling
 DK0092.and adjusted in June 1991.
 DK0092
 DK0092.The geoid height was determined by GEOID03.
 DK0092
 DK0092.The dynamic height is computed by dividing the NAVD 88
 DK0092.geopotential number by the normal gravity value computed on the
 DK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0092.degrees latitude (g = 980.6199 gals.).
 DK0092
 DK0092.The modeled gravity was interpolated from observed gravity values.
 DK0092
 DK0092;                    North         East    Units  Estimated Accuracy
 DK0092;SPC MS W     -   465,580.      702,190.      MT  (+/- 180 meters Scaled)
 DK0092
 DK0092                          SUPERSEDED SURVEY CONTROL
 DK0092
 DK0092  NGVD 29 (??/??/??)   41.472  (m)          136.06   (f) ADJUSTED    2 0
 DK0092
 DK0092.Superseded values are not recommended for survey control.
 DK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0092.See file dsdata.txt to determine how the superseded data were derived.
 DK0092
 DK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT493320(NAD 83)
 DK0092_MARKER: DZ = AZIMUTH MARK DISK
 DK0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0092_STAMPING: EUTAH 1957
 DK0092_MARK LOGO: CGS   
 DK0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0092+STABILITY: SURFACE MOTION
 DK0092
 DK0092  HISTORY     - Date     Condition        Report By
 DK0092  HISTORY     - 1957     MONUMENTED       CGS
 DK0092  HISTORY     - 1968     GOOD             CGS
 DK0092  HISTORY     - 19820621 SEE DESCRIPTION  NGS
 DK0092
 DK0092                          STATION DESCRIPTION
 DK0092
 DK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0092'4.05 MI S FROM MINTER CITY.
 DK0092'LOCATED 4.0 MILE SOUTH ALONG U.S. HIGHWAY 49E FROM THE T.Y. FLEMING
 DK0092'SCHOOL IN THE NORTHWEST EDGE OF MINTER CITY IN THE SOUTHEAST ANGLE OF
 DK0092'A CROSSROADS.  IT IS 66 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 DK0092'49E, 17 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET
 DK0092'NORTHEAST OF A BEVERLY PLANTATION SIGN, 33.5 FEET NORTH OF A POWER
 DK0092'POLE, 5 FEET NORTHEAST OF THE END TREE OF A ROW OF TREES, 1 FOOT
 DK0092'NORTHEAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK,
 DK0092'STAMPED EUTAH 1957 SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DK0092'INCHES.
 DK0092
 DK0092                          STATION RECOVERY (1982)
 DK0092
 DK0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DK0092'AZIMUTH MARK IS 20.12 METERS (66 FEET) NORTHEAST OF THE CENTER OF
 DK0092'HIGHWAY 49E, 10.21 METERS (33.5 FEET) NORTH OF A POWER POLE, 5.18
 DK0092'METERS (17.0 FEET) SOUTHEAST OF THE CENTER OF PRIVATE ROAD AND 2.00
 DK0092'METERS (6.5 FEET) SOUTHWEST OF A FIBERGLASS WITNESS POST.  THE CAP OF
 DK0092'DISK IS MISSING, BUT STEM OF DISK IS IN PLACE AND USABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI3331 ***********************************************************************
 AI3331  DESIGNATION -  EUTAH RESET
 AI3331  PID         -  AI3331
 AI3331  STATE/COUNTY-  MS/LEFLORE
 AI3331  USGS QUAD   -  SCHLATER (1983)
 AI3331
 AI3331                         *CURRENT SURVEY CONTROL
 AI3331  ___________________________________________________________________
 AI3331* NAD 83(1993)-  33 41 55.30111(N)    090 18 04.90706(W)     ADJUSTED  
 AI3331* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 AI3331  ___________________________________________________________________
 AI3331  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AI3331  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AI3331  HORZ ORDER  -  SECOND
 AI3331
 AI3331.The horizontal coordinates were established by classical geodetic methods
 AI3331.and adjusted by the National Geodetic Survey in May 1994.
 AI3331
 AI3331.The orthometric height was scaled from a topographic map.
 AI3331
 AI3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3331
 AI3331.The geoid height was determined by GEOID03.
 AI3331
 AI3331;                    North         East     Units Scale Factor Converg.
 AI3331;SPC MS W     -   465,528.669   702,963.805   MT  0.99995011   +0 01 03.9
 AI3331;SPC MS W     - 1,527,321.97  2,306,307.08   sFT  0.99995011   +0 01 03.9
 AI3331;UTM  15      - 3,732,018.305   750,125.542   MT  1.00037135   +1 29 53.0
 AI3331
 AI3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3331!SPC MS W     -   0.99999737  x   0.99995011  =   0.99994748
 AI3331!UTM  15      -   0.99999737  x   1.00037135  =   1.00036872
 AI3331
 AI3331:                Primary Azimuth Mark                     Grid Az
 AI3331:SPC MS W     -  MIDVALLEY OIL CO MICROWAVE MST           092 39 29.3
 AI3331:UTM  15      -  MIDVALLEY OIL CO MICROWAVE MST           091 10 40.2
 AI3331
 AI3331|---------------------------------------------------------------------|
 AI3331| PID    Reference Object                     Distance      Geod. Az  |
 AI3331|                                                           dddmmss.s |
 AI3331| DK1771 MIDVALLEY OIL CO MICROWAVE MST      APPROX. 3.7 KM 0924033.2 |
 AI3331| DK0089 EUTAH RM 1                           31.260 METERS 20906     |
 AI3331| DK0092 EUTAH AZ MK                                        2740359.8 |
 AI3331| DK1772 TT 5 L                               23.304 METERS 31422     |
 AI3331| DK0091 EUTAH RM 3                           50.782 METERS 32604     |
 AI3331| DK0090 EUTAH RM 2                           42.398 METERS 32814     |
 AI3331| DK1773 MINTER CITY OIL MILL INC TANK       APPROX. 5.5 KM 3595702.9 |
 AI3331|---------------------------------------------------------------------|
 AI3331
 AI3331                          SUPERSEDED SURVEY CONTROL
 AI3331
 AI3331  NAD 83(1986)-  33 41 55.31198(N)    090 18 04.90407(W) AD(       ) 2
 AI3331
 AI3331.Superseded values are not recommended for survey control.
 AI3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3331.See file dsdata.txt to determine how the superseded data were derived.
 AI3331
 AI3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5012632018(NAD 83)
 AI3331_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3331_STAMPING: EUTAH 1957 1983
 AI3331_MARK LOGO: NGS   
 AI3331_PROJECTION: RECESSED 30 CENTIMETERS
 AI3331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3331+STABILITY: SURFACE MOTION
 AI3331
 AI3331  HISTORY     - Date     Condition        Report By
 AI3331  HISTORY     - 1981     MONUMENTED       NGS
 AI3331
 AI3331                          STATION DESCRIPTION
 AI3331
 AI3331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AI3331'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 AI3331'SURFACE MARK WAS FOUND DESTROYED.  REFERENCE MARKS NO 1 AND NO 3 WERE
 AI3331'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK RECOVERED IN FAIR
 AI3331'CONDITION, WITH THE CAP OF DISK MISSING.  THE STEM OF DISK WAS IN
 AI3331'PLACE AND USED AT THIS TIME.  THE STATION WAS RESET OVER THE
 AI3331'UNDERGROUND MARK.  A NEW DESCRIPTION FOLLOWS.
 AI3331' 
 AI3331'TO REACH FROM THE JUNCTION OF US HIGHWAY 49E AND STATE HIGHWAY 8 AT
 AI3331'MINTER CITY, GO SOUTH ON HIGHWAY 49E FOR 3.3 MI (5.3 KM) TO A PRIVATE
 AI3331'ROAD ON THE LEFT AND AZIMUTH MARK, CONTINUE SOUTH ON HIGHWAY 49E FOR
 AI3331'0.1 MI (0.2 KM) TO A PAVED SIDEROAD ON THE LEFT, TURN LEFT AND GO EAST
 AI3331'FOR 0.45 MI (0.72 KM) TO A SIDEROAD AND STATION ON THE LEFT AT CURVE
 AI3331'IN PAVED ROAD.
 AI3331' 
 AI3331'STATION IS A STANDARD NGS DISK STAMPED--EUTAH 1957 1983--, SET IN TOP
 AI3331'OF A ROUND CONCRETE POST, 1 FT (0.3 M) BELOW SURFACE OF GROUND.  IT IS
 AI3331'20.12 M (66.01 FT) NORTH NORTHEAST OF THE CENTER OF A METAL WATER
 AI3331'VALVE COVER, 15.24 M (50.00 FT) NORTH NORTHEAST OF THE CENTER OF PAVED
 AI3331'ROAD, 4.27 M (14.01 FT) NORTHEAST OF THE CENTER OF GRAVEL ROAD, 10.05
 AI3331'M (32.97 FT) SOUTH SOUTHEAST OF A POWER POLE WITH GUY WIRE AND 2.44 M
 AI3331'(8.01 FT) SOUTHWEST OF A FIBER GLASS WITNESS POST.  REFERENCE MARK NO
 AI3331'1 IS A STANDARD DISK, STAMPED--EUTAH NO 1 1957-, SET IN TOP OF A
 AI3331'SQUARE CONCRETE POST, 4 INCHES BELOW SURFACE OF GROUND.  IT IS 45.56 M
 AI3331'(149.47 FT) NORTHWEST OF THE SOUTHWEST CORNER OF NEW CHURCH, 17.06 M
 AI3331'(55.97 FT) SOUTH OF THE CENTER OF PAVED ROAD AT JUNCTION OF SIDEROAD,
 AI3331'11.73 M (38.48 FT) SOUTHWEST OF THE CENTER OF A METAL WATER VALVE
 AI3331'COVER, 9.5 M (31.2 FT) NORTHEAST OF CENTER OF DITCH AND 0.30 M (0.98
 AI3331'FT) NORTHEAST OF A METAL WITNESS POST. REFERENCE MARK NO 3 IS A
 AI3331'STANDARD DISK, STAMPED--EUTAH 1957 NO 3 1968, SET IN TOP OF A SQUARE
 AI3331'CONCRETE POST, PROJECTING 6 INCHES.  IT IS IN LINE OF THE SOUTH ROW OF
 AI3331'A DOUBLE POLE POWERLINE, 6.7 M (22.0 FT) WEST OF THE CENTER OF GRAVEL
 AI3331'ROAD, 1.22 M (4.00 FT) EAST OF THE SOUTH ONE OF TWO POWER POLES AND
 AI3331'0.30 M (0.98 FT) WEST OF A METAL WITNESS POST.  AZIMUTH MARK IS 20.12
 AI3331'M (66.01 FT) NORTHEAST OF THE CENTER OF HIGHWAY 49E, 10.21 M (33.50
 AI3331'FT) NORTH OF A POWER POLE, 5.18 M (16.99 FT) SOUTHEAST OF THE CENTER
 AI3331'OF PRIVATE ROAD AND 2.00 M (6.56 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 AI3331'POST.  THE CAP OF DISK IS MISSING, BUT STEM OF DISK IS IN PLACE AND
 AI3331'USABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0089 ***********************************************************************
 DK0089  DESIGNATION -  EUTAH RM 1
 DK0089  PID         -  DK0089
 DK0089  STATE/COUNTY-  MS/LEFLORE
 DK0089  USGS QUAD   -  SCHLATER (1983)
 DK0089
 DK0089                         *CURRENT SURVEY CONTROL
 DK0089  ___________________________________________________________________
 DK0089* NAD 83(1986)-  33 41 54.     (N)    090 18 04.     (W)     SCALED    
 DK0089* NAVD 88     -        42.02   (+/-2cm)     137.9    (feet)  VERTCON   
 DK0089  ___________________________________________________________________
 DK0089  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0089  VERT ORDER  -  ? (See Below)
 DK0089
 DK0089.The horizontal coordinates were scaled from a topographic map and have
 DK0089.an estimated accuracy of +/- 6 seconds.
 DK0089
 DK0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0089.The vertical order pertains to the NGVD 29 superseded value.
 DK0089
 DK0089.The geoid height was determined by GEOID03.
 DK0089
 DK0089;                    North         East    Units  Estimated Accuracy
 DK0089;SPC MS W     -   465,490.      702,990.      MT  (+/- 180 meters Scaled)
 DK0089
 DK0089                          SUPERSEDED SURVEY CONTROL
 DK0089
 DK0089  NGVD 29 (??/??/??)   42.070  (m)          138.02   (f) ADJUSTED    ?  
 DK0089
 DK0089.Superseded values are not recommended for survey control.
 DK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0089.See file dsdata.txt to determine how the superseded data were derived.
 DK0089
 DK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT501319(NAD 83)
 DK0089_MARKER: DR = REFERENCE MARK DISK
 DK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0089_STAMPING: EUTAH NO 1 1957
 DK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0089+STABILITY: SURFACE MOTION
 DK0089
 DK0089  HISTORY     - Date     Condition        Report By
 DK0089  HISTORY     - 1957     MONUMENTED       CGS
 DK0089  HISTORY     - 1968     GOOD             CGS
 DK0089
 DK0089                          STATION DESCRIPTION
 DK0089
 DK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0089'4.8 MI S FROM MINTER CITY.
 DK0089'LOCATED 4.15 MILE SOUTH ALONG U.S. HIGHWAY 49E FROM THE T.Y.FLEMING
 DK0089'SCHOOL IN THE NORTHWEST EDGE OF MINTER CITY, THENCE 0.45 MILE EAST TO
 DK0089'THE MARK ON THE RIGHT.  IT IS 102.56 FEET SOUTH-SOUTHWEST OF
 DK0089'TRIANGULATION STATION EUTAH 1957, 38 FEET NORTHWEST OF THE NORTHEAST
 DK0089'CORNER OF THE CHURCH BUILDING, 32.5 FEET SOUTH-SOUTHEAST OF A
 DK0089'TELEPHONE CABLE POLE, 29 FEET NORTHEAST OF A LAMP POLE, 53 FEET SOUTH
 DK0089'OF THE CENTERLINE OF A BLACK TOP ROAD, 30 FEET NORTH OF THE NORTHWALL
 DK0089'OF THE CHURCH ANNEX, 74 FEET WEST OF A ROAD LEADING TO THE CHURCH. IT
 DK0089'IS A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST 6-INCHES
 DK0089'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0091 ***********************************************************************
 DK0091  DESIGNATION -  EUTAH RM 3
 DK0091  PID         -  DK0091
 DK0091  STATE/COUNTY-  MS/LEFLORE
 DK0091  USGS QUAD   -  SCHLATER (1983)
 DK0091
 DK0091                         *CURRENT SURVEY CONTROL
 DK0091  ___________________________________________________________________
 DK0091* NAD 83(1986)-  33 41 54.     (N)    090 18 04.     (W)     SCALED    
 DK0091* NAVD 88     -        42.23   (meters)     138.5    (feet)  RESET     
 DK0091  ___________________________________________________________________
 DK0091  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DK0091  VERT ORDER  -  THIRD
 DK0091
 DK0091.The horizontal coordinates were scaled from a topographic map and have
 DK0091.an estimated accuracy of +/- 6 seconds.
 DK0091
 DK0091.The orthometric height was computed from unverified reset data.
 DK0091
 DK0091.The geoid height was determined by GEOID03.
 DK0091
 DK0091;                    North         East    Units  Estimated Accuracy
 DK0091;SPC MS W     -   465,490.      702,990.      MT  (+/- 180 meters Scaled)
 DK0091
 DK0091                          SUPERSEDED SURVEY CONTROL
 DK0091
 DK0091  NGVD 29 (??/??/??)   42.27   (m)          138.7    (f) RESET       3  
 DK0091
 DK0091.Superseded values are not recommended for survey control.
 DK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0091.See file dsdata.txt to determine how the superseded data were derived.
 DK0091
 DK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT501319(NAD 83)
 DK0091_MARKER: DR = REFERENCE MARK DISK
 DK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0091_STAMPING: EUTAH 1957 NO 3 1968
 DK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0091+STABILITY: SURFACE MOTION
 DK0091
 DK0091  HISTORY     - Date     Condition        Report By
 DK0091  HISTORY     - 1968     MONUMENTED       CGS
 DK0091
 DK0091                          STATION DESCRIPTION
 DK0091
 DK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DK0091'4.8 MI S FROM MINTER CITY.
 DK0091'LOCATED 4.15 MILE SOUTH ALONG U.S. HIGHWAY 49E FROM THE T.Y.FLEMING
 DK0091'SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY, THENCE 0.45 MILE EAST TO
 DK0091'THE MARK ON THE LEFT.  IT IS 166.61 FEET NORTHWEST OF STATION EUTAH
 DK0091'1957, ON LINE WITH THE SOUTH ROW OF A DOUBLE POWER POLE LINE, 22 FEET
 DK0091'WEST OF THE CENTER OF A FIELD ROAD, 4 FEET EAST OF THE SOUTH ONE OF
 DK0091'DOUBLE POWER POLES 62 FEET NORTHWEST OF TELEPHONE POLE NO. 1632, 178
 DK0091'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD LEADING WEST AND 1 FOOT
 DK0091'WEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK SET IN THE
 DK0091'TOP OF A CONCRETE POST, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1439 ***********************************************************************
 BV1439  DESIGNATION -  EVANS
 BV1439  PID         -  BV1439
 BV1439  STATE/COUNTY-  MS/WAYNE
 BV1439  USGS QUAD   -  ISNEY (1974)
 BV1439
 BV1439                         *CURRENT SURVEY CONTROL
 BV1439  ___________________________________________________________________
 BV1439* NAD 83(1993)-  31 50 02.81501(N)    088 29 01.08920(W)     ADJUSTED  
 BV1439* NAVD 88     -        97.48   (+/-2cm)     319.8    (feet)  VERTCON   
 BV1439  ___________________________________________________________________
 BV1439  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BV1439  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BV1439  HORZ ORDER  -  THIRD
 BV1439  VERT ORDER  -  THIRD ? (See Below)
 BV1439
 BV1439.The horizontal coordinates were established by classical geodetic methods
 BV1439.and adjusted by the National Geodetic Survey in May 1994.
 BV1439
 BV1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1439.The vertical order pertains to the NGVD 29 superseded value.
 BV1439
 BV1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1439
 BV1439.The geoid height was determined by GEOID03.
 BV1439
 BV1439;                    North         East     Units Scale Factor Converg.
 BV1439;SPC MS E     -   258,809.316   333,101.801   MT  0.99996351   +0 11 04.0
 BV1439;SPC MS E     -   849,110.23  1,092,851.49   sFT  0.99996351   +0 11 04.0
 BV1439;SPC AL W     -   203,752.887   506,890.364   MT  1.00004022   -0 31 07.9
 BV1439;UTM  16      - 3,523,007.780   359,603.930   MT  0.99984310   -0 46 57.7
 BV1439
 BV1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1439!SPC MS E     -   0.99998896  x   0.99996351  =   0.99995247
 BV1439!SPC AL W     -   0.99998896  x   1.00004022  =   1.00002918
 BV1439!UTM  16      -   0.99998896  x   0.99984310  =   0.99983206
 BV1439
 BV1439|---------------------------------------------------------------------|
 BV1439| PID    Reference Object                     Distance      Geod. Az  |
 BV1439|                                                           dddmmss.s |
 BV1439| BV2045 EVANS RM 1                           13.650 METERS 00833     |
 BV1439| BV2046 EVANS RM 2                           14.087 METERS 12810     |
 BV1439| BV2047 EVANS AZ MK                                        1343119.0 |
 BV1439|---------------------------------------------------------------------|
 BV1439
 BV1439                          SUPERSEDED SURVEY CONTROL
 BV1439
 BV1439  NAD 83(1993)-  31 50 02.82110(N)    088 29 01.09113(W) AD(       ) 3
 BV1439  NAD 83(1986)-  31 50 02.82942(N)    088 29 01.09106(W) AD(       ) 3
 BV1439  NAD 27      -  31 50 02.26800(N)    088 29 00.95800(W) AD(       ) 3
 BV1439  NGVD 29 (07/19/86)   97.48   (m)          319.8    (f) LEVELING    3  
 BV1439
 BV1439.Superseded values are not recommended for survey control.
 BV1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1439.See file dsdata.txt to determine how the superseded data were derived.
 BV1439
 BV1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA5960423008(NAD 83)
 BV1439_MARKER: DS = TRIANGULATION STATION DISK
 BV1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1439_SP_SET: CONCRETE POST
 BV1439_STAMPING: EVANS 1956
 BV1439_MARK LOGO: CGS   
 BV1439_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1439+STABILITY: SURFACE MOTION
 BV1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1439+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 BV1439
 BV1439  HISTORY     - Date     Condition        Report By
 BV1439  HISTORY     - 1956     MONUMENTED       CGS
 BV1439  HISTORY     - 1956     GOOD             CGS
 BV1439  HISTORY     - 1964     GOOD             MSHD
 BV1439  HISTORY     - 19910611 GOOD             MSHD
 BV1439
 BV1439                          STATION DESCRIPTION
 BV1439
 BV1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1439'THE STATION IS ABOUT 14.0 MILES NORTHEAST OF WAYNESBORO MISSISSIPPI,
 BV1439'12.0 MILES EAST SOUTHEAST OF SHUBUTA, AND ABOUT 10.0 MILES NORTHWEST
 BV1439'OF SILAS, ALABAMA, ON THE SUMMIT OF A LOW WOODED HILL. IT IS ON
 BV1439'PROPERTY OWNED BY MR. OTIS EVANS. IT IS 109 FEET WEST OF THE
 BV1439'CENTER OF A TRACK ROAD, 19 FEET WEST OF A 10 INCH OAK TREE AND 6
 BV1439'FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS 3
 BV1439'INCHES AND THE DISK IS STAMPED EVANS 1956.
 BV1439'
 BV1439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1439'COUNTY HIGHWAY 6 AT THE NORTH EDGE OF SILAS, ALABAMA, GO WEST ON
 BV1439'COUNTY HIGHWAY 6 FOR 8.0 MILES TO THE VILLAGE OF ISNEY, ALABAMA.
 BV1439'CONTINUE WEST ON HIGHWAY 6 FOR 0.6 MILE TO A SIDE ROAD RIGHT. TURN
 BV1439'RIGHT AND GO NORTHWEST FOR 1.6 MILES TO A SIDE ROAD RIGHT. TURN
 BV1439'RIGHT AND GO NORTHEAST ON A GRADED DIRT ROAD FOR 0.9 MILE TO A FORK.
 BV1439'TAKE THE LEFT FORK AND CONTINUE FOR 1.0 MILE TO A REVERSE Y.
 BV1439'CONTINUE IN A NORTHERLY DIRECTION FOR 1.05 MILES TO THE AZIMUTH MARK
 BV1439'ON THE LEFT AS DESCRIBED. CONTINUE NORTHERLY ON THE MAIN ROAD FOR
 BV1439'0.3 MILE TO A WIRE GATE ON
 BV1439'THE LEFT. PASS THROUGH THE GATE AND CONTINUE
 BV1439'WEST ON A TRACK ROAD TO THE TOP OF THE HILL AND THE STATION ON THE
 BV1439'RIGHT AS DESCRIBED.
 BV1439'
 BV1439'REFERENCE MARK 1 IS 48 FEET NORTH OF A WHITE WITNESS POST AND 5 FEET
 BV1439'SOUTH OF A 10 INCH PINE TREE. THE MARK PROJECTS 4 INCHES AND THE
 BV1439'DISK IS STAMPED EVANS NO 1 1956.
 BV1439'
 BV1439'REFERENCE MARK 2 IS 65 FEET WEST OF THE CENTER OF THE TRACK ROAD. THE
 BV1439'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EVANS NO 2 1956.
 BV1439'
 BV1439'THE AZIMUTH MARK IS ABOUT 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 BV1439'OF A CULTIVATED FIELD, 41 FEET SOUTHWEST OF THE CENTER OF A GRADED
 BV1439'DIRT ROAD, 7 FEET EAST OF THE CENTER OF A TRACK ROAD AND 2 FEET
 BV1439'NORTHWEST OF A WHITE WITNESS POST.
 BV1439
 BV1439                          STATION RECOVERY (1956)
 BV1439
 BV1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1439'RECOVERED IN GOOD CONDITION.
 BV1439
 BV1439                          STATION RECOVERY (1964)
 BV1439
 BV1439'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1439'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1439'
 BV1439'THE DESCRIPTION IS ADEQUATE.
 BV1439'
 BV1439'A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE STATION AND A METAL
 BV1439'WITNESS POST WAS SET 1.0 FOOT EAST OF THE AZIMUTH. ALL MARKS ARE
 BV1439'STANDARD BRONZE DISKS SET IN THE TOP OF 11-INCH SQUARE, CONCRETE
 BV1439'POSTS.
 BV1439
 BV1439                          STATION RECOVERY (1991)
 BV1439
 BV1439'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1439'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-SOUTHEAST OF
 BV1439'SHUBUTA, 10.0 MI (16.1 KM) NORTHWEST OF SILAS, ALABAMA, 14.4 MI
 BV1439'(23.2 KM) NORTHEAST OF WAYNESBORO AND IS IN SECTION 16, T 10N, R 5W.
 BV1439'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV1439'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV1439'45, CONTINUE NORTHEAST ON U.S. HIGHWAY 84 FOR 13.9 MI (22.4 KM) TO A
 BV1439'SIDE ROAD LEFT (0.2 MI BEYOND THE ALABAMA-MISSISSIPPI STATE LIN),
 BV1439'TURN LEFT AND GO NORTHWEST ON A PAVED ROAD FOR 1.55 MI (2.49 KM) TO A
 BV1439'FORK, TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON A PAVED ROAD FOR
 BV1439'1.95 MI (3.14 KM) TO AN ANGLING SIDE ROAD RIGHT, CONTINUE NORTHEAST
 BV1439'ON A PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN ABANDONED ROAD ON THE
 BV1439'LEFT, TURN LEFT AND GO NORTHWEST ON AN ABANDONED ROAD FOR ABOUT 50
 BV1439'YDS TO A WOODS ROAD ON THE LEFT, TURN LEFT AND GO WEST ON A WOODS
 BV1439'ROAD FOR ABOUT 100 YDS TO THE TOP OF THE HILL AND THE MARK ON THE
 BV1439'RIGHT.
 BV1439'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1439'PTOJECTING 1 INCH, 105.0 FT (32.0 M) WEST OF THE CENTER OF A WOODS
 BV1439'ROAD, 69.4 FT (21.2 M) NORTHWEST OF A 10 INCH OAK, 30.5 FT (9.3 M)
 BV1439'NORTH OF A 9 INCH OAK, 14.7 FT (4.5 M) NORTHWEST OF OF A 9 INCH OAK
 BV1439'AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1917 ***********************************************************************
 DJ1917  DESIGNATION -  EVANS
 DJ1917  PID         -  DJ1917
 DJ1917  STATE/COUNTY-  MS/MONROE
 DJ1917  USGS QUAD   -  MULDON (1987)
 DJ1917
 DJ1917                         *CURRENT SURVEY CONTROL
 DJ1917  ___________________________________________________________________
 DJ1917* NAD 83(1993)-  33 41 41.45107(N)    088 38 36.25838(W)     ADJUSTED  
 DJ1917* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 DJ1917  ___________________________________________________________________
 DJ1917  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DJ1917  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1917  HORZ ORDER  -  FIRST
 DJ1917
 DJ1917.The horizontal coordinates were established by classical geodetic methods
 DJ1917.and adjusted by the National Geodetic Survey in May 1994.
 DJ1917
 DJ1917.The orthometric height was scaled from a topographic map.
 DJ1917
 DJ1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1917
 DJ1917.The geoid height was determined by GEOID03.
 DJ1917
 DJ1917;                    North         East     Units Scale Factor Converg.
 DJ1917;SPC MS E     -   465,117.699   317,608.104   MT  0.99995382   +0 06 19.3
 DJ1917;SPC MS E     - 1,525,973.65  1,042,019.25   sFT  0.99995382   +0 06 19.3
 DJ1917;UTM  16      - 3,729,534.149   347,686.482   MT  0.99988601   -0 54 42.8
 DJ1917
 DJ1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1917!SPC MS E     -   0.99998961  x   0.99995382  =   0.99994343
 DJ1917!UTM  16      -   0.99998961  x   0.99988601  =   0.99987562
 DJ1917
 DJ1917:                Primary Azimuth Mark                     Grid Az
 DJ1917:SPC MS E     -  EVANS AZ MK                              090 41 14.0
 DJ1917:UTM  16      -  EVANS AZ MK                              091 42 16.1
 DJ1917
 DJ1917|---------------------------------------------------------------------|
 DJ1917| PID    Reference Object                     Distance      Geod. Az  |
 DJ1917|                                                           dddmmss.s |
 DJ1917| CF9691 EVANS AZ MK                                        0904733.3 |
 DJ1917| CF9695 EVANS RM 3                           18.480 METERS 09615     |
 DJ1917| CF9693 EVANS RM 1                           24.010 METERS 13002     |
 DJ1917| DJ1871 COLUMBUS MUNICIPAL TANK             APPROX.29.8 KM 1374051.0 |
 DJ1917| CF9696 EVANS RM 4                           19.330 METERS 17308     |
 DJ1917| DJ1914 WEST POINT FED COMP TANK            APPROX.10.2 KM 1870330.8 |
 DJ1917| CF9694 EVANS RM 2                           64.136 METERS 25448     |
 DJ1917| CF9692 EVANS AZ MK RESET                                  2682732.1 |
 DJ1917| DJ1902 PRAIRIE TRADES TNG INST STACK       APPROX.11.5 KM 3544731.5 |
 DJ1917| DJ1903 PRAIRIE TRADES TNG INST TANK        APPROX.11.4 KM 3570428.4 |
 DJ1917|---------------------------------------------------------------------|
 DJ1917
 DJ1917                          SUPERSEDED SURVEY CONTROL
 DJ1917
 DJ1917  NAD 83(1993)-  33 41 41.45818(N)    088 38 36.25688(W) AD(       ) 1
 DJ1917  NAD 83(1986)-  33 41 41.46004(N)    088 38 36.25784(W) AD(       ) 1
 DJ1917  NAD 27      -  33 41 41.03800(N)    088 38 36.08900(W) AD(       ) 1
 DJ1917
 DJ1917.Superseded values are not recommended for survey control.
 DJ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1917.See file dsdata.txt to determine how the superseded data were derived.
 DJ1917
 DJ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4768629534(NAD 83)
 DJ1917_MARKER: DS = TRIANGULATION STATION DISK
 DJ1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1917
 DJ1917  HISTORY     - Date     Condition        Report By
 DJ1917  HISTORY     - 1935     MONUMENTED       CGS
 DJ1917  HISTORY     - 1939     GOOD             CGS
 DJ1917  HISTORY     - 1949     GOOD             CGS
 DJ1917  HISTORY     - 1958     GOOD             USGS
 DJ1917  HISTORY     - 1959     MARK NOT FOUND   USGS
 DJ1917  HISTORY     - 1960     GOOD             CGS
 DJ1917  HISTORY     - 1963     GOOD             MSHD
 DJ1917
 DJ1917                          STATION DESCRIPTION
 DJ1917
 DJ1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DJ1917'FIVE MILES NORTH OF WEST POINT, 4-1/2 MILES EAST OF THE WEST LINE
 DJ1917'OF MONROE COUNTY AND 1 MILE NORTH OF THE CLAY-MONROE COUNTY LINE,
 DJ1917'ABOUT 0.45 MILE EAST OF RAILROAD CROSSING, ON A PLANTATION
 DJ1917'BELONGING TO J.E. EVANS, 28 FEET NORTH OF THE CENTER LINE OF THE
 DJ1917'ROAD, 49 FEET NORTH OF A THREE-STRAND ELECTRIC POLE LINE, AND
 DJ1917'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 DJ1917'
 DJ1917'TO REACH FROM WEST POINT, GO EAST ON THE STREET AT THE NORTH
 DJ1917'END OF THE MAIN STREET FOR 0.7 MILE, OR 0.05 MILE BEYOND SINGLE
 DJ1917'TRACK RAILROAD CROSSING, TO GRAVEL ROAD TURNING LEFT (NORTH).  THIS
 DJ1917'POINT IS AT THE END OF PAVEMENT.  TURN LEFT AND FOLLOW THIS MAIN
 DJ1917'ROAD FOR 5.9 MILES TO A POINT WHERE THE GRAVEL ROAD TURNS SHARP
 DJ1917'RIGHT AND A DIRT ROAD TURNS LEFT.  TURN LEFT ON THIS DIRT ROAD
 DJ1917'FOR 0.8 MILE TO STATION ON THE RIGHT.
 DJ1917'
 DJ1917'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1917'BRONZE DISKS SET IN CONCRETE.
 DJ1917'
 DJ1917'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ACROSS AND
 DJ1917'6 YARDS SOUTH OF THE CENTER LINE OF THE ROAD, 18 INCHES NORTHEAST
 DJ1917'OF ELECTRIC WIRE POLE AND PROJECTS ABOUT 4 INCHES.
 DJ1917'
 DJ1917'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, ACROSS
 DJ1917'AND 7 YARDS SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 DJ1917'SOUTH-SOUTHEAST OF ELECTRIC WIRE POLE, AND PROJECTS ABOUT 6 INCHES.
 DJ1917'
 DJ1917'AZIMUTH MARK IS EAST OF THE STATION ON THE SAME SIDE OF THE
 DJ1917'ROAD LEADING TO THE STATION AND 12 FEET NORTH OF THE CENTER
 DJ1917'LINE OF THE ROAD, 10 FEET WEST OF A 28-INCH TREE.
 DJ1917'
 DJ1917'A 77-FOOT TOWER WILL CLEAR ALL LINES.  STATION WEST POINT IS
 DJ1917'VISIBLE FROM THE GROUND.
 DJ1917'
 DJ1917'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 DJ1917
 DJ1917                          STATION RECOVERY (1939)
 DJ1917
 DJ1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1917'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  ALL MARKS
 DJ1917'FOUND IN GOOD CONDITION.
 DJ1917'
 DJ1917'UNABLE TO CHECK THE DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE
 DJ1917'MARK NO. 2.
 DJ1917
 DJ1917                          STATION RECOVERY (1949)
 DJ1917
 DJ1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1917'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF THE
 DJ1917'AZIMUTH MARK WHICH HAS BEEN DESTROYED.  A NEW AZIMUTH MARK WAS
 DJ1917'ESTABLISHED.  DESCRIPTION FOLLOWS-
 DJ1917'
 DJ1917'THE STATON IS LOCATED ABOUT 6-1/2 MILES NORTH OF WEST POINT,
 DJ1917'1.4 MILES EAST OF STATE HIGHWAY NO. 45, 79 FEET NORTHWEST OF A POWER
 DJ1917'POLE, 75 FEET WEST OF THE CENTER OF AN INTERSECTION OF A FIELD
 DJ1917'ROAD WITH A GRAVELED ROAD, AND 32 FEET NORTH OF THE CENTERLINE
 DJ1917'OF THE GRAVELED ROAD.
 DJ1917'
 DJ1917'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST WEST OF THE BUSINESS
 DJ1917'DISTRICT OF WEST POINT, GO NORTH ON STATE HIGHWAY NO. 45 FOR 6.3
 DJ1917'MILES TO A GRAVELED SIDE ROAD ON THE RIGHT, THEN RIGHT, EAST,
 DJ1917'FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DJ1917'CONTINUE EAST FOR 0.45 MILE TO THE STATION ON THE LEFT AS
 DJ1917'DESCRIBED.
 DJ1917'
 DJ1917'THE STATION MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND,
 DJ1917'AND THE DISK IS STAMPED EVANS 1935.
 DJ1917'
 DJ1917'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTERLINE OF A
 DJ1917'GRAVELED ROAD, 2 FEET NORTHEAST OF A POWER POLE, AND 2 FEET WEST OF
 DJ1917'A WITNESS POST.  IT IS FLUSH WITH THE GROUND AND THE DISK IS
 DJ1917'STAMPED EVANS NO 1 1935.
 DJ1917'
 DJ1917'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTERLINE OF A
 DJ1917'GRAVELED ROAD, AND 2 FEET SOUTH OF A POWER POLE.  IT PROJECTS 5
 DJ1917'INCHES, AND THE DISK IS STAMPED EVANS NO 2 1935.
 DJ1917'
 DJ1917'THE AZIMUTH MARK IS 0.1 MILE WEST OF A RAILROAD CROSSING,
 DJ1917'18 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 3-1/2 FEET
 DJ1917'EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  IT
 DJ1917'PROJECTS 5 INCHES, AND THE DISK IS STAMPED EVANS 1935 RESET
 DJ1917'1949.
 DJ1917'
 DJ1917'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 DJ1917'IN THE TOPS OF CONCRETE CYLINDERS.  THE STATION MARK IS A STANDARD
 DJ1917'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 DJ1917'
 DJ1917'HEIGHT OF LIGHT PLATE- 27 METERS.
 DJ1917
 DJ1917                          STATION RECOVERY (1958)
 DJ1917
 DJ1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DJ1917'REFERENCE MARK NO. 2 WAS FOUND LYING IN THE DITCH.
 DJ1917
 DJ1917                          STATION RECOVERY (1959)
 DJ1917
 DJ1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DJ1917'STATION NOT FOUND AFTER SEARCH, HOWEVER, REFERENCE MARK WAS
 DJ1917'FOUND TO BE DESTROYED.  STATION COULD BE OKAY, ALTHOUGH ROAD WAS
 DJ1917'REWORKED RECENTLY AND DISTANCE TO MARK FROM CENTERLINE FALLS IN
 DJ1917'EDGE OF DITCH.
 DJ1917'
 DJ1917'AZIMUTH MARK FOUND IN GOOD CONDITION.
 DJ1917
 DJ1917                          STATION RECOVERY (1960)
 DJ1917
 DJ1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ1917'THE STATION AND AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN 1949
 DJ1917'BY V.R. SOBIERALSKI.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 DJ1917'DESTROYED, AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 DJ1917'NEW DESCRIPTION FOLLOWS.
 DJ1917'
 DJ1917'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF WEST POINT, AND ON
 DJ1917'LAND OWNED BY EDWIN WATSON.  IT IS LOCATED 1.4 MILES EAST OF U.S.
 DJ1917'HIGHWAY 45, 32 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 DJ1917'ROAD, AND 72 FEET WEST OF THE APPROXIMATE CENTER OF A FIELD ROAD.
 DJ1917'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND,
 DJ1917'AND THE DISK IS STAMPED EVANS 1935.
 DJ1917'
 DJ1917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DJ1917'HIGHWAY 50 IN THE WESTERN EDGE OF WEST POINT, GO NORTH ON U.S.
 DJ1917'HIGHWAY 45 FOR 6.3 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT,
 DJ1917'EAST, AND GO 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 DJ1917'DESCRIBED.  CONTINUE ON EAST FOR 0.1 MILE TO RAILROAD TRACKS,
 DJ1917'CROSS TRACKS AND GO 0.35 MILE TO THE STATION ON THE LEFT AS
 DJ1917'DESCRIBED.
 DJ1917'
 DJ1917'REFERENCE MARK NO. 3 IS 26 FEET NORTH OF THE APPROXIMATE CENTER
 DJ1917'OF A GRAVELED ROAD AND 12 FEET WEST OF THE APPROXIMATE CENTER
 DJ1917'OF A FIELD ROAD.  THE MARK PROJECTS 1 INCH, AND THE DISK IS
 DJ1917'STAMPED EVANS NO 3 1935.
 DJ1917'
 DJ1917'REFERENCE MARK NO. 4 IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF
 DJ1917'A GRAVELED ROAD, 1 FOOT WEST OF A POWER POLE, AND ON THE NORTHERN
 DJ1917'EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 4 INCHES, AND THE
 DJ1917'DISK IS STAMPED EVANS NO 4 1935.
 DJ1917'
 DJ1917'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE WEST OF THE STATION,
 DJ1917'0.1 MILE WEST OF RAILROAD TRACKS, 3.5 FEET EAST OF A WITNESS POST
 DJ1917'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES, AND
 DJ1917'THE DISK IS STAMPED EVANS 1935 RESET 1949.
 DJ1917'
 DJ1917'OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 DJ1917
 DJ1917                          STATION RECOVERY (1963)
 DJ1917
 DJ1917'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1917'THE STATION, R.M. 2, AND AZIMUTH MARK WERE VISITED AND FOUND IN GOOD
 DJ1917'CONDITION.  R.M. 1 HAS BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 DJ1917'
 DJ1917'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF R.M. 2 AND 1.0
 DJ1917'FOOT NORTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2446 ***********************************************************************
 BH2446  DESIGNATION -  EVANS
 BH2446  PID         -  BH2446
 BH2446  STATE/COUNTY-  MS/GEORGE
 BH2446  USGS QUAD   -  LUCEDALE (1982)
 BH2446
 BH2446                         *CURRENT SURVEY CONTROL
 BH2446  ___________________________________________________________________
 BH2446* NAD 83(1993)-  30 54 21.82627(N)    088 33 30.31476(W)     ADJUSTED  
 BH2446* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BH2446  ___________________________________________________________________
 BH2446  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BH2446  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH2446  HORZ ORDER  -  SECOND
 BH2446
 BH2446.The horizontal coordinates were established by classical geodetic methods
 BH2446.and adjusted by the National Geodetic Survey in May 1994.
 BH2446
 BH2446.The orthometric height was scaled from a topographic map.
 BH2446
 BH2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2446
 BH2446.The geoid height was determined by GEOID03.
 BH2446
 BH2446;                    North         East     Units Scale Factor Converg.
 BH2446;SPC MS E     -   155,894.951   326,279.758   MT  0.99995852   +0 08 28.3
 BH2446;SPC MS E     -   511,465.35  1,070,469.51   sFT  0.99995852   +0 08 28.3
 BH2446;UTM  16      - 3,420,231.898   351,069.328   MT  0.99987361   -0 48 02.2
 BH2446
 BH2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2446!SPC MS E     -   0.99999128  x   0.99995852  =   0.99994980
 BH2446!UTM  16      -   0.99999128  x   0.99987361  =   0.99986489
 BH2446
 BH2446|---------------------------------------------------------------------|
 BH2446| PID    Reference Object                     Distance      Geod. Az  |
 BH2446|                                                           dddmmss.s |
 BH2446| DD7919 EVANS RM 1                           28.250 METERS 00137     |
 BH2446| DD7920 EVANS RM 2                           24.440 METERS 07908     |
 BH2446| BH2449 BOGUE                               APPROX. 1.2 KM 1374606.9 |
 BH2446| BH2447 BOGUE B 1921                        410.774 METERS 1554618.2 |
 BH2446| BH2431 TRAVIS                              479.138 METERS 3213151.5 |
 BH2446| BH2448 EVANSTON RR STA WEST GABLE          294.209 METERS 34242     |
 BH2446|---------------------------------------------------------------------|
 BH2446
 BH2446                          SUPERSEDED SURVEY CONTROL
 BH2446
 BH2446  NAD 83(1993)-  30 54 21.83095(N)    088 33 30.31276(W) AD(       ) 2
 BH2446  NAD 83(1986)-  30 54 21.84540(N)    088 33 30.31456(W) AD(       ) 2
 BH2446  NAD 27      -  30 54 21.17600(N)    088 33 30.23800(W) AD(       ) 2
 BH2446
 BH2446.Superseded values are not recommended for survey control.
 BH2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2446.See file dsdata.txt to determine how the superseded data were derived.
 BH2446
 BH2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5106920232(NAD 83)
 BH2446_MARKER: DS = TRIANGULATION STATION DISK
 BH2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2446
 BH2446  HISTORY     - Date     Condition        Report By
 BH2446  HISTORY     - 1921     MONUMENTED       CGS
 BH2446  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2446  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2446
 BH2446                          STATION DESCRIPTION
 BH2446
 BH2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2446'STATION IS 2-1/2 MILES S OF LUCEDALE, 1/8 MILE S OF EVANSTON ON W
 BH2446'(LEFT) SIDE OF TRACK OF A. AND M. RAILROAD.  ON TOP OF HILL IN REAR
 BH2446'OF A. AND M. DEPOT AT EVANSTON, AND 125 METERS W OF A. AND M.
 BH2446'RAILROAD TRACK.
 BH2446'
 BH2446'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2446'SET IN CONCRETE.
 BH2446'
 BH2446'REFERENCE MARKS ARE ON SAME (W) SIDE OF TRACK.
 BH2446
 BH2446                          STATION RECOVERY (1971)
 BH2446
 BH2446'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2446'THE STATION WAS VISITED 8-18-71 AND THE STATION MARK, REFERENCE MARK,
 BH2446'NO. 1, NO. 2, WERE NOT FOUND.  THE DESCRIPTION IS INADEQUATE.
 BH2446'
 BH2446'THE STATION IS 2-1/2 MILES SOUTH OF LUCEDALE, 1/8 MILE SOUTH OF
 BH2446'EVANSTON ON THE WEST (LEFT) SIDE OF THE TRACK OF THE A. AND M.
 BH2446'RAILROAD, ON THE TOP OF A HILL IN THE REAR OF THE A. AND M. DEPOT AT
 BH2446'EVANSTON, AND 125 METERS WEST OF THE A. AND M. RAILROAD TRACK.
 BH2446'
 BH2446'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BH2446'CONCRETE.
 BH2446'
 BH2446'REFERENCE MARKS ARE ON THE SAME (WEST) SIDE OF THE TRACK.
 BH2446
 BH2446                          STATION RECOVERY (1978)
 BH2446
 BH2446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH2446'AREA AT THIS LOCATION IS GROWN OVER WITH BRUSH AND VINES.  DID
 BH2446'NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1040 ***********************************************************************
 DJ1040  DESIGNATION -  EVANS 1
 DJ1040  PID         -  DJ1040
 DJ1040  STATE/COUNTY-  MS/MONROE
 DJ1040  USGS QUAD   -  MULDON (1987)
 DJ1040
 DJ1040                         *CURRENT SURVEY CONTROL
 DJ1040  ___________________________________________________________________
 DJ1040* NAD 83(1986)-  33 41 41.     (N)    088 38 35.     (W)     SCALED    
 DJ1040* NAVD 88     -        94.401  (meters)     309.71   (feet)  ADJUSTED  
 DJ1040  ___________________________________________________________________
 DJ1040  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1040  DYNAMIC HT  -          94.303 (meters)     309.39  (feet)  COMP
 DJ1040  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 DJ1040
 DJ1040  VERT ORDER  -  SECOND    CLASS 0
 DJ1040
 DJ1040.The horizontal coordinates were scaled from a topographic map and have
 DJ1040.an estimated accuracy of +/- 6 seconds.
 DJ1040
 DJ1040.The orthometric height was determined by differential leveling
 DJ1040.and adjusted in June 1991.
 DJ1040
 DJ1040.The geoid height was determined by GEOID03.
 DJ1040
 DJ1040.The dynamic height is computed by dividing the NAVD 88
 DJ1040.geopotential number by the normal gravity value computed on the
 DJ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1040.degrees latitude (g = 980.6199 gals.).
 DJ1040
 DJ1040.The modeled gravity was interpolated from observed gravity values.
 DJ1040
 DJ1040;                    North         East    Units  Estimated Accuracy
 DJ1040;SPC MS E     -   465,100.      317,640.      MT  (+/- 180 meters Scaled)
 DJ1040
 DJ1040                          SUPERSEDED SURVEY CONTROL
 DJ1040
 DJ1040  NGVD 29 (??/??/92)   94.36   (m)          309.6    (f) COMPUTED    2 0
 DJ1040
 DJ1040.Superseded values are not recommended for survey control.
 DJ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1040.See file dsdata.txt to determine how the superseded data were derived.
 DJ1040
 DJ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC477295(NAD 83)
 DJ1040_MARKER: DB = BENCH MARK DISK
 DJ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1040_STAMPING: EVANS NO. 1 1935
 DJ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1040+STABILITY: SURFACE MOTION
 DJ1040
 DJ1040  HISTORY     - Date     Condition        Report By
 DJ1040  HISTORY     - 1935     MONUMENTED       CGS
 DJ1040  HISTORY     - 1963     GOOD             MSHD
 DJ1040  HISTORY     - 20000225 POOR             MSHD
 DJ1040
 DJ1040                          STATION DESCRIPTION
 DJ1040
 DJ1040'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1040'2.1 MI W FROM STRONGS.
 DJ1040'TO REACH FROM THE POST OFFICE AT STRONGS GO WEST ON A GRAVEL ROAD FOR
 DJ1040'2.1 MILES TO THE MARK ON THE LEFT.  (0.5 MILE EAST OF A RAILROAD
 DJ1040'CROSSING).  THE MARK IS A DISK SET IN THE TOP OF A 12 INCH CONCRETE
 DJ1040'POST.  IT IS 20 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET NORTHEAST
 DJ1040'OF A POWERLINE POLE, ABOUT LEVEL WITH THE ROAD.  A METAL WITNESS POST
 DJ1040'WAS SET 1.0 FOOT WEST OF THE MARK.
 DJ1040
 DJ1040                          STATION RECOVERY (2000)
 DJ1040
 DJ1040'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1040'MARK LEANS NOW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2448 ***********************************************************************
 BH2448  DESIGNATION -  EVANSTON RR STA WEST GABLE
 BH2448  PID         -  BH2448
 BH2448  STATE/COUNTY-  MS/GEORGE
 BH2448  USGS QUAD   -  LUCEDALE (1982)
 BH2448
 BH2448                         *CURRENT SURVEY CONTROL
 BH2448  ___________________________________________________________________
 BH2448* NAD 83(1993)-  30 54 30.94749(N)    088 33 33.60902(W)     ADJUSTED  
 BH2448* NAVD 88     -              **(meters)            **(feet)            
 BH2448  ___________________________________________________________________
 BH2448  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BH2448  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH2448  HORZ ORDER  -  THIRD
 BH2448
 BH2448.The horizontal coordinates were established by classical geodetic methods
 BH2448.and adjusted by the National Geodetic Survey in May 1994.
 BH2448
 BH2448
 BH2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2448
 BH2448.The geoid height was determined by GEOID03.
 BH2448
 BH2448;                    North         East     Units Scale Factor Converg.
 BH2448;SPC MS E     -   156,175.627   326,191.593   MT  0.99995846   +0 08 26.7
 BH2448;SPC MS E     -   512,386.20  1,070,180.25   sFT  0.99995846   +0 08 26.7
 BH2448;UTM  16      - 3,420,513.960   350,985.796   MT  0.99987391   -0 48 04.1
 BH2448
 BH2448                          SUPERSEDED SURVEY CONTROL
 BH2448
 BH2448  NAD 83(1993)-  30 54 30.95219(N)    088 33 33.60697(W) AD(       ) 4
 BH2448  NAD 83(1986)-  30 54 30.96658(N)    088 33 33.60871(W) AD(       ) 4
 BH2448  NAD 27      -  30 54 30.30000(N)    088 33 33.53000(W) AD(       ) 3
 BH2448
 BH2448.Superseded values are not recommended for survey control.
 BH2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2448.See file dsdata.txt to determine how the superseded data were derived.
 BH2448
 BH2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5098620514(NAD 83)
 BH2448_MARKER: 81 = GABLE
 BH2448
 BH2448  HISTORY     - Date     Condition        Report By
 BH2448  HISTORY     - 1921     FIRST OBSERVED   CGS
 BH2448
 BH2448                          STATION DESCRIPTION
 BH2448
 BH2448'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2671 ***********************************************************************
 EH2671  DESIGNATION -  EVANSVILLE
 EH2671  PID         -  EH2671
 EH2671  STATE/COUNTY-  MS/TUNICA
 EH2671  USGS QUAD   -  HOLLYWOOD (1982)
 EH2671
 EH2671                         *CURRENT SURVEY CONTROL
 EH2671  ___________________________________________________________________
 EH2671* NAD 83(1993)-  34 37 35.28149(N)    090 21 25.19254(W)     ADJUSTED  
 EH2671* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 EH2671  ___________________________________________________________________
 EH2671  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EH2671  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH2671  HORZ ORDER  -  FIRST
 EH2671
 EH2671.The horizontal coordinates were established by classical geodetic methods
 EH2671.and adjusted by the National Geodetic Survey in May 1994.
 EH2671
 EH2671.The orthometric height was scaled from a topographic map.
 EH2671
 EH2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2671
 EH2671.The geoid height was determined by GEOID03.
 EH2671
 EH2671;                    North         East     Units Scale Factor Converg.
 EH2671;SPC MS W     -   568,436.776   697,830.040   MT  0.99995006   -0 00 48.4
 EH2671;SPC MS W     - 1,864,946.32  2,289,464.06   sFT  0.99995006   -0 00 48.4
 EH2671;SPC AR S     -   618,580.064   550,654.321   MT  0.99997174   +0 55 10.5
 EH2671;SPC AR S     - 2,029,458.09  1,806,605.05   sFT  0.99997174   +0 55 10.5
 EH2671;UTM  15      - 3,834,797.837   742,299.859   MT  1.00032369   +1 30 09.2
 EH2671
 EH2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2671!SPC MS W     -   0.99999528  x   0.99995006  =   0.99994534
 EH2671!SPC AR S     -   0.99999528  x   0.99997174  =   0.99996702
 EH2671!UTM  15      -   0.99999528  x   1.00032369  =   1.00031897
 EH2671
 EH2671:                Primary Azimuth Mark                     Grid Az
 EH2671:SPC MS W     -  EVANSVILLE AZ MK                         084 30 20.3
 EH2671:SPC AR S     -  EVANSVILLE AZ MK                         083 34 21.4
 EH2671:UTM  15      -  EVANSVILLE AZ MK                         082 59 22.7
 EH2671
 EH2671|---------------------------------------------------------------------|
 EH2671| PID    Reference Object                     Distance      Geod. Az  |
 EH2671|                                                           dddmmss.s |
 EH2671| CY6019 EVANSVILLE AZ MK                                   0842931.9 |
 EH2671| CY6020 EVANSVILLE RM 1                     263.710 METERS 09200     |
 EH2671| CY6024 EVANSVILLE RM 5                      30.943 METERS 09350     |
 EH2671| CY6022 EVANSVILLE RM 3                     117.790 METERS 13934     |
 EH2671| CY6021 EVANSVILLE RM 2                      94.110 METERS 25825     |
 EH2671| CY6023 EVANSVILLE RM 4                     124.320 METERS 27021     |
 EH2671| CY6025 EVANSVILLE RM 6                     124.407 METERS 27350     |
 EH2671| EH2682 TUNICA BLACK WATER TANK             APPROX. 7.5 KM 3405450.3 |
 EH2671| EH2685 TUNICA PLANTERS OIL CO TANK         APPROX. 8.0 KM 3430523.5 |
 EH2671|---------------------------------------------------------------------|
 EH2671
 EH2671                          SUPERSEDED SURVEY CONTROL
 EH2671
 EH2671  NAD 83(1986)-  34 37 35.28860(N)    090 21 25.19302(W) AD(       ) 1
 EH2671  NAD 27      -  34 37 34.91300(N)    090 21 24.84000(W) AD(       ) 1
 EH2671
 EH2671.Superseded values are not recommended for survey control.
 EH2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2671.See file dsdata.txt to determine how the superseded data were derived.
 EH2671
 EH2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4230034798(NAD 83)
 EH2671_MARKER: DS = TRIANGULATION STATION DISK
 EH2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2671
 EH2671  HISTORY     - Date     Condition        Report By
 EH2671  HISTORY     - 1929     MONUMENTED       CGS
 EH2671  HISTORY     - 1935     GOOD             CGS
 EH2671  HISTORY     - 1956     GOOD             CGS
 EH2671  HISTORY     - 1966     SEE DESCRIPTION  CGS
 EH2671
 EH2671                          STATION DESCRIPTION
 EH2671
 EH2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2671'ABOUT 2 MILES EAST AND 1 MILE SOUTH OF EVANSVILLE, ON LAND
 EH2671'OWNED BY C.M. WELLONS, OF TUNICA.  TO REACH FROM EVANSVILLE
 EH2671'GO EAST ON GRAVEL ROAD 3 MILES, TURN SOUTH AND GO 1 MILE,
 EH2671'THEN TURN WEST AND GO 1 MILE TO STATION, WHICH IS 37 FEET
 EH2671'NORTH OF CENTER LINE OF EAST-AND-WEST DIRT ROAD, AND 387 FEET
 EH2671'WEST OF T INTERSECTION OF ROAD LEADING SOUTH.  SURFACE AND
 EH2671'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EH2671'REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 EH2671'IN CONCRETE.  NO. 1 IS 21 FEET FROM SOUTHWEST
 EH2671'CORNER OF SHED OF FARM BUILDINGS EAST OF STATION, 20 FEET
 EH2671'NORTH OF CENTER LINE OF EAST-AND-WEST ROAD, 480 FEET EAST
 EH2671'OF ROAD LEADING SOUTH FROM T INTERSECTION, AND 868.0
 EH2671'FEET FROM STATION.  NO. 2 IS
 EH2671'NEAR EAST EDGE OF WOODS, 30 FEET WEST OF CENTER LINE OF
 EH2671'EAST-AND-WEST ROAD, ABOUT 695 FEET WEST OF ROAD LEADING
 EH2671'SOUTH FROM T INTERSECTION, AND 308.5 FEET FROM STATION.
 EH2671
 EH2671                          STATION RECOVERY (1935)
 EH2671
 EH2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2671'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND
 EH2671'IN GOOD CONDITION.
 EH2671
 EH2671                          STATION RECOVERY (1956)
 EH2671
 EH2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH2671'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 EH2671'RECOVERED AND FOUND IN GOOD CONDITION.
 EH2671'
 EH2671'AN ADDITIONAL REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND
 EH2671'AN AZIMUTH MARK WERE ESTABLISHED.
 EH2671'
 EH2671'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH2671'
 EH2671'STATION IS ABOUT 4.5 MILES SOUTH-SOUTHEAST OF TUNICA, ABOUT
 EH2671'2.5 MILES EAST-SOUTHEAST OF THE VILLAGE OF EVANSVILLE, IN
 EH2671'AN OPEN FIELD ON THE NORTH SIDE OF A GRAVEL ROAD, NEAR THE
 EH2671'SOUTHWEST CORNER OF SECTION 22, T. 5 S., R. 11 W. AND ON
 EH2671'THE PROPERTY OF MR. C.M. WELLONS OF TUNICA.
 EH2671'
 EH2671'TO REACH FROM THE TUNICA MOTEL AND CROSSROAD AT THE SOUTHEAST
 EH2671'EDGE OF TUNICA, GO SOUTH ON U.S. HIGHWAY 61 FOR 3 MILES TO
 EH2671'CROSSROAD AND A J AND P SERVICE STATION AND GROCERY ON THE
 EH2671'RIGHT, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 2.4 MILES TO
 EH2671'CROSSROAD AND B.M. D-196 1956 (USC AND GS) IN THE SOUTHWEST
 EH2671'ANGLE, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.9 MILE TO
 EH2671'CROSSROAD, TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.9 MILE TO
 EH2671'THE STATION ON THE RIGHT.
 EH2671'
 EH2671'STATION MARK, A STANDARD DISK, STAMPED EVANSVILLE 1929, SET
 EH2671'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.
 EH2671'IT IS 407 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 EH2671'WHICH IS ON THE SOUTH SIDE OF THE ROAD, 104 FEET WEST OF A
 EH2671'POWER LINE POLE, 37 FEET NORTH OF THE CENTER OF THE ROAD AND
 EH2671'8 FEET NORTH OF THE POWER LINE.
 EH2671'
 EH2671'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED EVANSVILLE NO
 EH2671'1 1929, SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 1 INCH
 EH2671'BELOW THE SURFACE.  IT IS 145 FEET EAST OF A POWER LINE POLE,
 EH2671'62 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE WHICH IS ON
 EH2671'THE SOUTH SIDE OF THE ROAD, 21 FEET WEST OF THE SOUTHWEST
 EH2671'CORNER OF A SHED, 19.5 FEET NORTH OF THE CENTER OF THE ROAD
 EH2671'AND 9 FEET SOUTH OF THE POWER LINE.
 EH2671'
 EH2671'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED EVANSVILLE
 EH2671'NO 2 1929, SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 EH2671'LEVEL WITH THE SURFACE.  IT IS 70 FEET NORTHEAST OF THE
 EH2671'NORTHEAST CORNER OF HOUSE, 43 FEET EAST OF A YARD POWER
 EH2671'LINE POLE AND 26 FEET SOUTH OF THE CENTER OF THE ROAD.
 EH2671'
 EH2671'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED EVANSVILLE
 EH2671'NO 3 1929, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 EH2671'6 INCHES.  IT IS 259 FEET SOUTH OF THE CENTER OF THE ROAD,
 EH2671'158 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 EH2671'121 FEET NORTHWEST OF THE CENTER OF THE WEST SIDE OF THE
 EH2671'MOST NORTHEAST OF FOUR GRAIN BINS, 32 FEET WEST OF A FENCE
 EH2671'CORNER AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 EH2671'
 EH2671'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED EVANSVILLE
 EH2671'NO 4 1929, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 EH2671'6 INCHES.  IT IS 110 FEET WEST OF A POWER LINE POLE, 40 FEET
 EH2671'NORTH OF THE CENTER OF THE ROAD, 21 FEET WEST OF THE WEST
 EH2671'ALIGNMENT OF HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD,
 EH2671'18 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH
 EH2671'FENCE LINE.
 EH2671'
 EH2671'U.S. COAST AND GEODETIC SURVEY BENCH MARK, A STANDARD DISK,
 EH2671'STAMPED G-196 1956, SET IN THE TOP OF A CONCRETE MONUMENT 2
 EH2671'INCHES.  IT IS 59 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 EH2671'45 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 4 FEET NORTHWEST
 EH2671'OF A POWER LINE POLE AND IN THE SOUTHWEST CORNER OF THE
 EH2671'CROSSROAD.
 EH2671'
 EH2671'AZIMUTH MARK, A STANDARD DISK, STAMPED EVANSVILLE 1929, SET
 EH2671'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 EH2671'IS APPROXIMATELY 0.05 MILE NORTH OF THE GRAVEL ROAD, 37 FEET
 EH2671'NORTHEAST OF AN OLD WELL AND PUMP, 4 FEET SOUTHWEST OF THE
 EH2671'NORTHWEST CORNER OF THE HOUSE AND 1.5 FEET SOUTH OF A WHITE
 EH2671'WITNESS POST.
 EH2671'
 EH2671'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 EH2671'GRAVEL ROAD FOR 0.7 MILE TO A DIM DRIVEWAY LEADING TO A OLD
 EH2671'HOUSE WHICH HAS TWO CEDAR TREES ON THE EAST SIDE, TURN LEFT
 EH2671'AND GO NORTHWESTERLY FOR 0.05 MILE TO THE HOUSE AND THE AZIMUTH
 EH2671'MARK AT THE WEST SIDE OF THE HOUSE.
 EH2671
 EH2671                          STATION RECOVERY (1966)
 EH2671
 EH2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EH2671'THE STATION WAS VISITED 9-28-66 AND STATION, UNDERGROUND MARK
 EH2671'WAS FOUND IN GOOD CONDITION.  R.M. NOS. 1, 2, 3, AND 4 WERE
 EH2671'FOUND DESTROYED.  THE AZIMUTH MARK WAS FOUND WITH THE DISK
 EH2671'REMOVED, ONLY THE SHANK REMAINING.  THIS POINT WAS USED TO
 EH2671'TIE IN R.M. NOS. 5 AND 6 WHICH WERE ESTABLISHED AT THIS DATE.
 EH2671'THE STATION WAS LEFT AS FOUND AS UNDERGROUND DISK WAS 23
 EH2671'INCHES BELOW SURFACE OF GROUND.  A NEW AZIMUTH MARK DISK WAS
 EH2671'NOT SET AT THIS DATE AS THERE WAS NO PHYSICAL MEANS TO CHECK
 EH2671'IT.  THE AREA AROUND THE STATION IS NOW ALL IN CULTIVATED
 EH2671'FIELDS.  A NEW DESCRIPTION FOLLOWS-
 EH2671'
 EH2671'THE STATION IS ABOUT 4.5 MILES SE OF TUNICA, 2.5 MILES ESE
 EH2671'OF THE VILLAGE OF EVANSVILLE, IN A CULTIVATED FIELD ON THE
 EH2671'NORTH SIDE OF A GRAVELED ROAD NEAR THE SOUTHEAST CORNER OF
 EH2671'SEC. 22, T5S, R11W, ON PROPERTY OWNED BY C.H. WELLONS.  IT
 EH2671'IS 407 FT. NW OF NORTHWEST CORNER OF A HOUSE ON THE SOUTH
 EH2671'SIDE OF A ROAD, 104 FT. W OF A POWER POLE NO. 17, 8 FT. N OF
 EH2671'THE CENTERLINE OF POWER LINE, 37 FT. N OF THE CENTERLINE
 EH2671'OF ROAD, IT IS A STANDARD DISK STAMPED EVANSVILLE 1929, ABOUT
 EH2671'23-INCHES BELOW SURFACE OF GROUND.
 EH2671'
 EH2671'R.M. NO. 5 IS 101.52 FT. E OF STATION AND ON LINE WITH R.M.
 EH2671'NO. 6 AT SOUTH EDGE OF A CULTIVATED FIELD, 31 FT. N OF THE
 EH2671'CENTERLINE OF GRAVELED ROAD, 2.3 FT. W OF POLE NO. 17, 1 FOOT
 EH2671'E OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED
 EH2671'EVANSVILLE 1929 NO. 5 1966, PROJECTING 4-INCHES.
 EH2671'
 EH2671'R.M. NO. 6 IS 408.16 FT. W OF STATION AT EDGE OF THE WOODS,
 EH2671'66 FT. N OF THE CENTERLINE OF E-W ROAD, 1 FOOT E OF OLD FENCE
 EH2671'LINE, 113 FT. WNW OF POWER POLE, 28 FT. ENE OF 12-INCH OAK
 EH2671'TREE, 1 FOOT N OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 EH2671'STAMPED EVANSVILLE 1929 NO. 6 1966, PROJECTING 4-INCHES.
 EH2671'
 EH2671'THE AZIMUTH MARK IS 0.7 MILE E OF STATION, ABOUT 125 YARDS N
 EH2671'OF THE CENTERLINE OF ROAD AT THE SITE OF AN OLD TENANT HOUSE
 EH2671'WHICH HAS BURNED DOWN, 37 FT. NE OF AN OLD PUP AND WELL
 EH2671'
 EH2671'TO REACH THE STATION FROM THE TUNICA COUNTY HOSPITAL IN TUNICA,
 EH2671'GO SOUTH ON U.S. HIGHWAY 61 FOR 4.8 MILE TO A CROSSROAD,
 EH2671'GRAVELED ROAD LEFT AND FIELD ROAD RIGHT.  (THIS IS 1 MILE
 EH2671'SOUTH OF THE JUNCTION OF STATE HIGHWAY 4 EAST), TURN LEFT
 EH2671'AND GO EAST ON GRAVELED ROAD FOR 1.8 MILES TO THE STATION
 EH2671'ON THE LEFT, CONTINUE EAST FOR 0.7 MILE TO POLE NO. U48 AND
 EH2671'A FIELD ROAD LEFT, TURN LEFT AND GO ABOUT 125 YARDS TO THE
 EH2671'SITE OF AN OLD TENANT HOUSE AND AZIMUTH MARK.
 EH2671'
 EH2671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES
 EH2671'ESE OF EVANSVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1234 ***********************************************************************
 DK1234  DESIGNATION -  EVENING STAR
 DK1234  PID         -  DK1234
 DK1234  STATE/COUNTY-  MS/WASHINGTON
 DK1234  USGS QUAD   -  RED LEAF (1970)
 DK1234
 DK1234                         *CURRENT SURVEY CONTROL
 DK1234  ___________________________________________________________________
 DK1234* NAD 83(1986)-  33 18 29.     (N)    091 08 19.     (W)     SCALED    
 DK1234* NAVD 88     -        37.88   (+/-2cm)     124.3    (feet)  VERTCON   
 DK1234  ___________________________________________________________________
 DK1234  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1234  VERT ORDER  -  ? (See Below)
 DK1234
 DK1234.The horizontal coordinates were scaled from a topographic map and have
 DK1234.an estimated accuracy of +/- 6 seconds.
 DK1234
 DK1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1234.The vertical order pertains to the NGVD 29 superseded value.
 DK1234
 DK1234.The geoid height was determined by GEOID03.
 DK1234
 DK1234;                    North         East    Units  Estimated Accuracy
 DK1234;SPC MS W     -   422,490.      625,010.      MT  (+/- 180 meters Scaled)
 DK1234
 DK1234                          SUPERSEDED SURVEY CONTROL
 DK1234
 DK1234  NGVD 29 (??/??/??)   37.941  (m)          124.48   (f) ADJUSTED    ?  
 DK1234
 DK1234.Superseded values are not recommended for survey control.
 DK1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1234.See file dsdata.txt to determine how the superseded data were derived.
 DK1234
 DK1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS732869(NAD 83)
 DK1234_MARKER: DB = BENCH MARK DISK
 DK1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1234_STAMPING: PBM EVENING STAR USE RESET 1967
 DK1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1234+STABILITY: SURFACE MOTION
 DK1234
 DK1234  HISTORY     - Date     Condition        Report By
 DK1234  HISTORY     - 1967     MONUMENTED       CGS
 DK1234  HISTORY     - 1967     GOOD             MSHD
 DK1234
 DK1234                          STATION DESCRIPTION
 DK1234
 DK1234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1234'1.1 MI N FROM REFUGE.
 DK1234'THE MARK IS LOCATED 0.4 MILE NORTH ALONG THE LEVEE FROM U.S. HIGHWAY
 DK1234'82 WHERE U.S. HIGHWAY 82 CROSSES THE LEVEE AT THE EAST END OF THE
 DK1234'MISSISSIPPI RIVER BRIDGE.  (THIS IS 1.1 MILE NORTH OF THE OLD POST
 DK1234'OFFICE AT REFUGE.  THE POST OFFICE HAS BEEN TORN DOWN.)  IT IS 410
 DK1234'FEET EAST OF THE TOP OF THE LEVEE FROM A POINT 300 FEET NORTH OF LEVEE
 DK1234'STATION NO. 4400, 204 FEET NORTH OF AN EAST-WEST DITCH, 2 FEET NORTH
 DK1234'OF THE NORTH POLE OF A DOUBLE POLE POWER LINE, THE FIRST SET EAST OF
 DK1234'THE LEVEE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 DK1234'DISK, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 3
 DK1234'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1233 ***********************************************************************
 DK1233  DESIGNATION -  EVENING STAR BOLT
 DK1233  PID         -  DK1233
 DK1233  STATE/COUNTY-  MS/WASHINGTON
 DK1233  USGS QUAD   -  RED LEAF (1970)
 DK1233
 DK1233                         *CURRENT SURVEY CONTROL
 DK1233  ___________________________________________________________________
 DK1233* NAD 83(1986)-  33 18 29.     (N)    091 08 19.     (W)     SCALED    
 DK1233* NAVD 88     -        37.397  (meters)     122.69   (feet)  ADJUSTED  
 DK1233  ___________________________________________________________________
 DK1233  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DK1233  DYNAMIC HT  -          37.357 (meters)     122.56  (feet)  COMP
 DK1233  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 DK1233
 DK1233  VERT ORDER  -  SECOND    CLASS 0
 DK1233
 DK1233.The horizontal coordinates were scaled from a topographic map and have
 DK1233.an estimated accuracy of +/- 6 seconds.
 DK1233
 DK1233.The orthometric height was determined by differential leveling
 DK1233.and adjusted in June 1991.
 DK1233
 DK1233.The geoid height was determined by GEOID03.
 DK1233
 DK1233.The dynamic height is computed by dividing the NAVD 88
 DK1233.geopotential number by the normal gravity value computed on the
 DK1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1233.degrees latitude (g = 980.6199 gals.).
 DK1233
 DK1233.The modeled gravity was interpolated from observed gravity values.
 DK1233
 DK1233;                    North         East    Units  Estimated Accuracy
 DK1233;SPC MS W     -   422,490.      625,010.      MT  (+/- 180 meters Scaled)
 DK1233
 DK1233                          SUPERSEDED SURVEY CONTROL
 DK1233
 DK1233  NGVD 29 (??/??/??)   37.456  (m)          122.89   (f) ADJUSTED    2 0
 DK1233
 DK1233.Superseded values are not recommended for survey control.
 DK1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1233.See file dsdata.txt to determine how the superseded data were derived.
 DK1233
 DK1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS732869(NAD 83)
 DK1233_MARKER: B = BOLT
 DK1233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1233
 DK1233  HISTORY     - Date     Condition        Report By
 DK1233  HISTORY     - UNK      MONUMENTED       DOD
 DK1233  HISTORY     - 1967     GOOD             MSHD
 DK1233
 DK1233                          STATION DESCRIPTION
 DK1233
 DK1233'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1233'1.1 MI N FROM REFUGE.
 DK1233'TO REACH FROM THE MISSISSIPPI RIVER BRIDGE AT GREENVILLE, GO NORTH
 DK1233'ALONG THE LEVEE FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT IS EAST OF
 DK1233'THE LEVEE, 5.0 FEET EAST OF A NORTH-SOUTH FENCE AND 3.8 FEET BELOW THE
 DK1233'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0554 ***********************************************************************
 EH0554  DESIGNATION -  F
 EH0554  PID         -  EH0554
 EH0554  STATE/COUNTY-  MS/COAHOMA
 EH0554  USGS QUAD   -  COAHOMA (1964)
 EH0554
 EH0554                         *CURRENT SURVEY CONTROL
 EH0554  ___________________________________________________________________
 EH0554* NAD 83(1986)-  34 18 38.     (N)    090 32 40.     (W)     SCALED    
 EH0554* NAVD 88     -        52.997  (meters)     173.87   (feet)  ADJUSTED  
 EH0554  ___________________________________________________________________
 EH0554  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EH0554  DYNAMIC HT  -          52.945 (meters)     173.70  (feet)  COMP
 EH0554  MODELED GRAV-     979,660.3   (mgal)                       NAVD 88
 EH0554
 EH0554  VERT ORDER  -  FIRST     CLASS II
 EH0554
 EH0554.The horizontal coordinates were scaled from a topographic map and have
 EH0554.an estimated accuracy of +/- 6 seconds.
 EH0554
 EH0554.The orthometric height was determined by differential leveling
 EH0554.and adjusted in June 1991.
 EH0554
 EH0554.The geoid height was determined by GEOID03.
 EH0554
 EH0554.The dynamic height is computed by dividing the NAVD 88
 EH0554.geopotential number by the normal gravity value computed on the
 EH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0554.degrees latitude (g = 980.6199 gals.).
 EH0554
 EH0554.The modeled gravity was interpolated from observed gravity values.
 EH0554
 EH0554;                    North         East    Units  Estimated Accuracy
 EH0554;SPC MS W     -   533,410.      680,570.      MT  (+/- 180 meters Scaled)
 EH0554
 EH0554                          SUPERSEDED SURVEY CONTROL
 EH0554
 EH0554  NGVD 29 (??/??/??)   53.056  (m)          174.07   (f) ADJUSTED    1 2
 EH0554
 EH0554.Superseded values are not recommended for survey control.
 EH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0554.See file dsdata.txt to determine how the superseded data were derived.
 EH0554
 EH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT259993(NAD 83)
 EH0554_MARKER: DB = BENCH MARK DISK
 EH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0554_STAMPING: F 1933
 EH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0554+STABILITY: SURFACE MOTION
 EH0554
 EH0554  HISTORY     - Date     Condition        Report By
 EH0554  HISTORY     - 1933     MONUMENTED       CGS
 EH0554  HISTORY     - 1973     GOOD             MSHD
 EH0554  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0554  HISTORY     - 20080130 MARK NOT FOUND   MSDOT
 EH0554
 EH0554                          STATION DESCRIPTION
 EH0554
 EH0554'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0554'4.2 MI SSW FROM COAHOMA.
 EH0554'THE MARK IS LOCATED 4.2 MILES SSW OF COAHOMA ON THE EAST ROW OF THE
 EH0554'ICRR TRACK IN THE SE ANGLE OF A PRIVATE ROAD CROSSING ABOUT 0.1 MILE
 EH0554'NORTH OF MILE POST 68, 7.5 MILES NNE OF CLARKSDALE IN THE NE 1/4 OF
 EH0554'THE SW 1/4 OF SECTION 7, T 28N, R 3W.  IT IS 31.5 FEET EAST OF THE
 EH0554'EAST RAIL, 49 FEET SOUTH OF THE CENTER OF THE PRIVATE ROAD, 45 FEET
 EH0554'WEST OF THE CENTER OF A BLACK TOP ROAD, 86 FEET EAST OF TELEPHONE
 EH0554'CABLE POLE NO. 2923, 10 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH
 EH0554'OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 EH0554'POST ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 10 INCHES.
 EH0554'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY 61 AT
 EH0554'THE EAST EDGE OF CLARKSDALE GO NORTH ON STATE HIGHWAY 6 FOR 5 MILES TO
 EH0554'A CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 6 FOR 5 MILES TO A
 EH0554'CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 2 MILES TO A SIDE
 EH0554'ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.3 MILES TO
 EH0554'A CROSSROAD JUST BEFORE REACHING THE RAILROAD TRACK. TURN RIGHT AND GO
 EH0554'NORTH ON A BLACK TOP ROAD FOR 0.35 MILE TO A PRIVATE ROAD CROSSING AND
 EH0554'THE MARK ON THE LEFT.
 EH0554
 EH0554                          STATION RECOVERY (2003)
 EH0554
 EH0554'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0554'AREA HAS BEEN DITCHED.
 EH0554
 EH0554                          STATION RECOVERY (2008)
 EH0554
 EH0554'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0554'REMAINS OF THE CONCRETE MONUMENT WERE FOUND STILL STABLE BUT THE
 EH0554'ENTIRE TOP AND CAP WERE MISSING AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0296 ***********************************************************************
 BW0296  DESIGNATION -  F 10
 BW0296  PID         -  BW0296
 BW0296  STATE/COUNTY-  MS/PIKE
 BW0296  USGS QUAD   -  HOLMESVILLE (1972)
 BW0296
 BW0296                         *CURRENT SURVEY CONTROL
 BW0296  ___________________________________________________________________
 BW0296* NAD 83(1986)-  31 10 31.     (N)    090 17 22.     (W)     SCALED    
 BW0296* NAVD 88     -        81.23   (+/-2cm)     266.5    (feet)  VERTCON   
 BW0296  ___________________________________________________________________
 BW0296  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW0296  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0296
 BW0296.The horizontal coordinates were scaled from a topographic map and have
 BW0296.an estimated accuracy of +/- 6 seconds.
 BW0296
 BW0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0296.The vertical order pertains to the NGVD 29 superseded value.
 BW0296
 BW0296.The geoid height was determined by GEOID03.
 BW0296
 BW0296;                    North         East    Units  Estimated Accuracy
 BW0296;SPC MS W     -   185,710.      704,180.      MT  (+/- 180 meters Scaled)
 BW0296
 BW0296                          SUPERSEDED SURVEY CONTROL
 BW0296
 BW0296  NGVD 29 (??/??/??)   81.247  (m)          266.56   (f) ADJUSTED    1 2
 BW0296
 BW0296.Superseded values are not recommended for survey control.
 BW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0296.See file dsdata.txt to determine how the superseded data were derived.
 BW0296
 BW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ583521(NAD 83)
 BW0296_MARKER: DB = BENCH MARK DISK
 BW0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0296_STAMPING: F 10 1934 266.591
 BW0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0296+STABILITY: SURFACE MOTION
 BW0296
 BW0296  HISTORY     - Date     Condition        Report By
 BW0296  HISTORY     - 1934     MONUMENTED       CGS
 BW0296  HISTORY     - 1968     GOOD             MSHD
 BW0296
 BW0296                          STATION DESCRIPTION
 BW0296
 BW0296'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0296'10.0 MI NW FROM TYLERTOWN.
 BW0296'THE MARK IS LOCATED 10.0 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0296'TYLERTOWN IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE FERNWOOD,
 BW0296'COLUMBIA AND GULF RAILROAD TRACK WITH A GRAVELED ROAD, 10.4 MILES
 BW0296'NORTHEAST OF MAGNOLIA IN THE NORTHWEST 1/4 OF SECTION 3, T2N, R 9E. IT
 BW0296'IS 44 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 6 FEET SOUTH OF
 BW0296'THE SOUTH RAIL, 17 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 31
 BW0296'FEET NORTHWEST OF A RAILROAD STOP SIGN, 77 FEET WEST OF TELEPHONE POLE
 BW0296'NO. 399, 106 FEET NORTHEAST OF A 24 INCH PECAN, 145 FEET NORTHEAST OF
 BW0296'THE NORTHEAST CORNER OF A FRAME HOUSE, 1 FOOT NORTH OF A METAL WITNESS
 BW0296'POST, SET IN THE TOP OF A 9 INCH SQUARE POST ABOUT 1 FOOT BELOW THE
 BW0296'LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH FROM
 BW0296'THE U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S. HIGHWAY 98 FOR 8.9
 BW0296'MILES TO A CROSSROADS.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.3 MILES
 BW0296'TO A SIDE ROAD LEFT.  TURN LEFT (SOUTHEAST) AND CONTINUE ON AN ALL
 BW0296'WEATHER ROAD FOR 0.35 MILE TO A RAILROAD CROSSING AND THE MARK ON THE
 BW0296'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0734 ***********************************************************************
 CO0734  DESIGNATION -  F 101
 CO0734  PID         -  CO0734
 CO0734  STATE/COUNTY-  MS/NESHOBA
 CO0734  USGS QUAD   -  PHILADELPHIA (1982)
 CO0734
 CO0734                         *CURRENT SURVEY CONTROL
 CO0734  ___________________________________________________________________
 CO0734* NAD 83(1986)-  32 51 10.     (N)    089 06 13.     (W)     SCALED    
 CO0734* NAVD 88     -       121.775  (meters)     399.52   (feet)  ADJUSTED  
 CO0734  ___________________________________________________________________
 CO0734  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CO0734  DYNAMIC HT  -         121.636 (meters)     399.07  (feet)  COMP
 CO0734  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CO0734
 CO0734  VERT ORDER  -  SECOND    CLASS 0
 CO0734
 CO0734.The horizontal coordinates were scaled from a topographic map and have
 CO0734.an estimated accuracy of +/- 6 seconds.
 CO0734
 CO0734.The orthometric height was determined by differential leveling
 CO0734.and adjusted in June 1991.
 CO0734
 CO0734.The geoid height was determined by GEOID03.
 CO0734
 CO0734.The dynamic height is computed by dividing the NAVD 88
 CO0734.geopotential number by the normal gravity value computed on the
 CO0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0734.degrees latitude (g = 980.6199 gals.).
 CO0734
 CO0734.The modeled gravity was interpolated from observed gravity values.
 CO0734
 CO0734;                    North         East    Units  Estimated Accuracy
 CO0734;SPC MS E     -   371,750.      274,700.      MT  (+/- 180 meters Scaled)
 CO0734
 CO0734                          SUPERSEDED SURVEY CONTROL
 CO0734
 CO0734  NGVD 29 (??/??/92)  121.777  (m)          399.53   (f) ADJ UNCH    2 0
 CO0734
 CO0734.Superseded values are not recommended for survey control.
 CO0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0734.See file dsdata.txt to determine how the superseded data were derived.
 CO0734
 CO0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB031369(NAD 83)
 CO0734_MARKER: DB = BENCH MARK DISK
 CO0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0734_STAMPING: F 101 1935
 CO0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0734+STABILITY: SURFACE MOTION
 CO0734
 CO0734  HISTORY     - Date     Condition        Report By
 CO0734  HISTORY     - 1935     MONUMENTED       CGS
 CO0734  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0734
 CO0734                          STATION DESCRIPTION
 CO0734
 CO0734'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0734'IN BURNSIDE.
 CO0734'AT BURNSIDE, NESHOBA COUNTY, ON THE GULF, MOBILE, AND OHIO RAILROAD,
 CO0734'65 FEET SOUTHEAST OF THE STATION TICKET-OFFICE WINDOW, 40 FEET EAST OF
 CO0734'THE EAST RAIL OF THE MAIN TRACK, AND 3 FEET NORTHEAST OF A POLE AND A
 CO0734'TELEGRAPH BOOTH.  A STANDARD DISK, STAMPED F 101 1935 AND SET IN THE
 CO0734'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0758 ***********************************************************************
 DJ0758  DESIGNATION -  F 102
 DJ0758  PID         -  DJ0758
 DJ0758  STATE/COUNTY-  MS/WINSTON
 DJ0758  USGS QUAD   -  BOON (1982)
 DJ0758
 DJ0758                         *CURRENT SURVEY CONTROL
 DJ0758  ___________________________________________________________________
 DJ0758* NAD 83(1986)-  33 06 19.     (N)    088 55 12.     (W)     SCALED    
 DJ0758* NAVD 88     -       142.653  (meters)     468.02   (feet)  ADJUSTED  
 DJ0758  ___________________________________________________________________
 DJ0758  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DJ0758  DYNAMIC HT  -         142.491 (meters)     467.49  (feet)  COMP
 DJ0758  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 DJ0758
 DJ0758  VERT ORDER  -  SECOND    CLASS 0
 DJ0758
 DJ0758.The horizontal coordinates were scaled from a topographic map and have
 DJ0758.an estimated accuracy of +/- 6 seconds.
 DJ0758
 DJ0758.The orthometric height was determined by differential leveling
 DJ0758.and adjusted in June 1991.
 DJ0758
 DJ0758.The geoid height was determined by GEOID03.
 DJ0758
 DJ0758.The dynamic height is computed by dividing the NAVD 88
 DJ0758.geopotential number by the normal gravity value computed on the
 DJ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0758.degrees latitude (g = 980.6199 gals.).
 DJ0758
 DJ0758.The modeled gravity was interpolated from observed gravity values.
 DJ0758
 DJ0758;                    North         East    Units  Estimated Accuracy
 DJ0758;SPC MS E     -   399,720.      291,910.      MT  (+/- 180 meters Scaled)
 DJ0758
 DJ0758                          SUPERSEDED SURVEY CONTROL
 DJ0758
 DJ0758  NGVD 29 (??/??/92)  142.623  (m)          467.92   (f) ADJ UNCH    2 0
 DJ0758
 DJ0758.Superseded values are not recommended for survey control.
 DJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0758.See file dsdata.txt to determine how the superseded data were derived.
 DJ0758
 DJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB208645(NAD 83)
 DJ0758_MARKER: DB = BENCH MARK DISK
 DJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0758_STAMPING: F 102 1935
 DJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0758+STABILITY: SURFACE MOTION
 DJ0758
 DJ0758  HISTORY     - Date     Condition        Report By
 DJ0758  HISTORY     - 1935     MONUMENTED       CGS
 DJ0758  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0758  HISTORY     - 1981     GOOD             USGS
 DJ0758
 DJ0758                          STATION DESCRIPTION
 DJ0758
 DJ0758'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0758'8.5 MI E FROM LOUISVILLE.
 DJ0758'8.5 MILES EAST ALONG STATE HIGHWAY 14 FROM THE HIGH SCHOOL AT
 DJ0758'LOUISVILLE, WINSTON COUNTY, 60 FEET WEST OF A SMALL CORRUGATED-TIN
 DJ0758'BUILDING, 60 FEET WEST OF A FRAME FARMHOUSE, AND 35 FEET SOUTH OF THE
 DJ0758'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 102 1935 AND
 DJ0758'SET IN THE TOP OF A CONCRETE POST.
 DJ0758
 DJ0758                          STATION RECOVERY (1981)
 DJ0758
 DJ0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DJ0758'TO REACH FROM THE SPANISH- AMERICAN WAR MONUMENT IN LOUISVILLE, GO
 DJ0758'EAST ALONG MISSISSIPPI HIGHWAY 14 FOR 6.8 MILES TO MURPHY CREEK,
 DJ0758'CONTINUE EAST ON HIGHWAY FOR 1.6 MILES TO THE MARK ON THE LEFT. 0.2
 DJ0758'MILE WEST ON A T-ROAD, 60 YARDS NORTH OF AND 1 FOOT LOWER THAN
 DJ0758'CENTERLINE OF HIGHWAY, 204 FEET NORTHWEST OF NORTH END AND 2.2 FEET
 DJ0758'HIGHER THAN THE FLOW-LINE OF A 24 -INCH ROUND CULVERT UNDER THE
 DJ0758'HIGHWAY, 81 FEET NORTHWEST OF A 15-INCH PECAN TREE, 83 FEET WEST OF A
 DJ0758'24-INCH MAPLE AND 10 FEET WSW OF A 24-INCH PECAN TREE. IT IS SET IN
 DJ0758'TOP OF A 12-INCH ROUND CONCETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0812 ***********************************************************************
 CO0812  DESIGNATION -  F 103
 CO0812  PID         -  CO0812
 CO0812  STATE/COUNTY-  MS/JASPER
 CO0812  USGS QUAD   -  LOUIN (1982)
 CO0812
 CO0812                         *CURRENT SURVEY CONTROL
 CO0812  ___________________________________________________________________
 CO0812* NAD 83(1986)-  32 00 45.     (N)    089 16 57.     (W)     SCALED    
 CO0812* NAVD 88     -       120.44   (+/-2cm)     395.1    (feet)  VERTCON   
 CO0812  ___________________________________________________________________
 CO0812  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CO0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0812
 CO0812.The horizontal coordinates were scaled from a topographic map and have
 CO0812.an estimated accuracy of +/- 6 seconds.
 CO0812
 CO0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0812.The vertical order pertains to the NGVD 29 superseded value.
 CO0812
 CO0812.The geoid height was determined by GEOID03.
 CO0812
 CO0812;                    North         East    Units  Estimated Accuracy
 CO0812;SPC MS E     -   278,620.      257,570.      MT  (+/- 180 meters Scaled)
 CO0812
 CO0812                          SUPERSEDED SURVEY CONTROL
 CO0812
 CO0812  NGVD 29 (??/??/92)  120.429  (m)          395.11   (f) ADJ UNCH    2 0
 CO0812
 CO0812.Superseded values are not recommended for survey control.
 CO0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0812.See file dsdata.txt to determine how the superseded data were derived.
 CO0812
 CO0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA844440(NAD 83)
 CO0812_MARKER: DB = BENCH MARK DISK
 CO0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0812_SP_SET: CONCRETE POST
 CO0812_STAMPING: F 103 1935
 CO0812_MARK LOGO: CGS   
 CO0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0812+STABILITY: SURFACE MOTION
 CO0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0812+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 CO0812
 CO0812  HISTORY     - Date     Condition        Report By
 CO0812  HISTORY     - 1935     MONUMENTED       CGS
 CO0812  HISTORY     - 1966     GOOD             MSHD
 CO0812  HISTORY     - 19930804 SEE DESCRIPTION  MSHD
 CO0812  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 CO0812
 CO0812                          STATION DESCRIPTION
 CO0812
 CO0812'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0812'2.5 MI N FROM BAY SPRINGS.
 CO0812'TO REACH FROM THE U.S. POST OFFICE IN BAY SPRINGS GO WEST ON HIGHWAY
 CO0812'18 FOR 0.1 MILES TO THE INTERSECTION OF HIGHWAY 15, TURN RIGHT AND GO
 CO0812'2.4 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.3 MILES TO THE RAILROAD
 CO0812'TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 120 FEET
 CO0812'SOUTHWEST OF THE FIRST POLE SOUTH OF MILEPOST 138, 50 FEET WEST OF
 CO0812'WEST RAIL, 25 FEET SOUTH OF THE CENTER OF THE ROAD, 8.6 FEET SOUTHWEST
 CO0812'OF A FENCE CORNER, 6.3 FEET SOUTH OF A RAILROAD STOP SIGN, 4 FEET EAST
 CO0812'OF A POWER POLE WITH A BRACE ON IT AND 1 FOOT SOUTH OF A METAL WITNESS
 CO0812'POST.
 CO0812
 CO0812                          STATION RECOVERY (1993)
 CO0812
 CO0812'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 CO0812'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
 CO0812
 CO0812                          STATION RECOVERY (2008)
 CO0812
 CO0812'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 CO0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0600 ***********************************************************************
 BV0600  DESIGNATION -  F 104
 BV0600  PID         -  BV0600
 BV0600  STATE/COUNTY-  MS/JONES
 BV0600  USGS QUAD   -  OVETT (1985)
 BV0600
 BV0600                         *CURRENT SURVEY CONTROL
 BV0600  ___________________________________________________________________
 BV0600* NAD 83(1986)-  31 28 01.     (N)    089 00 45.     (W)     SCALED    
 BV0600* NAVD 88     -        54.98   (+/-2cm)     180.4    (feet)  VERTCON   
 BV0600  ___________________________________________________________________
 BV0600  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BV0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0600
 BV0600.The horizontal coordinates were scaled from a topographic map and have
 BV0600.an estimated accuracy of +/- 6 seconds.
 BV0600
 BV0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0600.The vertical order pertains to the NGVD 29 superseded value.
 BV0600
 BV0600.The geoid height was determined by GEOID03.
 BV0600
 BV0600;                    North         East    Units  Estimated Accuracy
 BV0600;SPC MS E     -   218,060.      282,970.      MT  (+/- 180 meters Scaled)
 BV0600
 BV0600                          SUPERSEDED SURVEY CONTROL
 BV0600
 BV0600  NGVD 29 (??/??/92)   54.985  (m)          180.40   (f) ADJ UNCH    2 0
 BV0600
 BV0600.Superseded values are not recommended for survey control.
 BV0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0600.See file dsdata.txt to determine how the superseded data were derived.
 BV0600
 BV0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV087831(NAD 83)
 BV0600_MARKER: DB = BENCH MARK DISK
 BV0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0600_STAMPING: F 104 1935
 BV0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0600+STABILITY: SURFACE MOTION
 BV0600
 BV0600  HISTORY     - Date     Condition        Report By
 BV0600  HISTORY     - 1935     MONUMENTED       CGS
 BV0600  HISTORY     - 1957     GOOD             NGS
 BV0600  HISTORY     - 1964     GOOD             NGS
 BV0600
 BV0600                          STATION DESCRIPTION
 BV0600
 BV0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0600'1.6 MI SE FROM OVETT.
 BV0600'LOCATED 1.6 MILES SOUTHEAST ALONG THE GULF, MOBILE AND NORTHERN
 BV0600'RAILROAD FROM THE STATION IN OVETT IN THE NORTHWEST ANGLE OF AN
 BV0600'ABANDONED ROAD CROSSING WHICH IS NORTH AND ACROSS A DIRT ROAD FROM AN
 BV0600'UNPAINTED HOUSE WITH A GREEN ROOF.  IT IS 66 FEET SOUTH OF MILEPOST 92
 BV0600'WHICH IS ALSO POLE NO. 4672, 48 FEET WEST OF THE ABANDONED ROAD, 51
 BV0600'FEET WEST-NORTHWEST OF A ROAD CROSSING, 19 FEET SOUTH-SOUTHWEST OF THE
 BV0600'SOUTHWEST RAIL, AND 35 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 BV0600'GRADED ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0600'PROJECTING 8 INCHES, ABOUT 1 FOOT BELOW THE TRACK AND ABOUT 2 FEET
 BV0600'LOWER THAN THE ROAD.
 BV0600
 BV0600                          STATION RECOVERY (1964)
 BV0600
 BV0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0850 ***********************************************************************
 CO0850  DESIGNATION -  F 105
 CO0850  PID         -  CO0850
 CO0850  STATE/COUNTY-  MS/SMITH
 CO0850  USGS QUAD   -  HOMEWOOD (1968)
 CO0850
 CO0850                         *CURRENT SURVEY CONTROL
 CO0850  ___________________________________________________________________
 CO0850* NAD 83(1986)-  32 09 15.     (N)    089 30 01.     (W)     SCALED    
 CO0850* NAVD 88     -       166.91   (+/-2cm)     547.6    (feet)  VERTCON   
 CO0850  ___________________________________________________________________
 CO0850  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CO0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0850
 CO0850.The horizontal coordinates were scaled from a topographic map and have
 CO0850.an estimated accuracy of +/- 6 seconds.
 CO0850
 CO0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0850.The vertical order pertains to the NGVD 29 superseded value.
 CO0850
 CO0850.The geoid height was determined by GEOID03.
 CO0850
 CO0850;                    North         East    Units  Estimated Accuracy
 CO0850;SPC MS E     -   294,440.      237,090.      MT  (+/- 180 meters Scaled)
 CO0850
 CO0850                          SUPERSEDED SURVEY CONTROL
 CO0850
 CO0850  NGVD 29 (??/??/92)  166.898  (m)          547.56   (f) ADJ UNCH    2 0
 CO0850
 CO0850.Superseded values are not recommended for survey control.
 CO0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0850.See file dsdata.txt to determine how the superseded data were derived.
 CO0850
 CO0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA641602(NAD 83)
 CO0850_MARKER: DB = BENCH MARK DISK
 CO0850_SETTING: 0 = UNSPECIFIED SETTING
 CO0850_STAMPING: F 105 1935
 CO0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0850
 CO0850  HISTORY     - Date     Condition        Report By
 CO0850  HISTORY     - 1935     MONUMENTED       CGS
 CO0850  HISTORY     - 1966     GOOD             MSHD
 CO0850  HISTORY     - 20020410 MARK NOT FOUND   CRAFT
 CO0850
 CO0850                          STATION DESCRIPTION
 CO0850
 CO0850'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0850'9.65 MI N FROM RALEIGH.
 CO0850'TO REACH FROM THE COURTHOUSE IN RALEIGH GO NORTH ON HIGHWAY 35 FOR
 CO0850'9.65 MILES TO A CAFE AND SERVICE STATION AND THE MARK ON THE LEFT AS
 CO0850'DESCRIBED.  IT IS 55 FEET WEST OF THE CENTER OF HIGHWAY 35, 34.4 FEET
 CO0850'EAST OF THE SOUTHEAST CORNER OF THE CAFE, AND 27.5 FEET SOUTHWEST OF
 CO0850'THE SOUTH GAS PUMP.  NOTE-- THIS MARK IS ALSO 14.7 MILES SOUTH OF
 CO0850'FOREST.
 CO0850
 CO0850                          STATION RECOVERY (2002)
 CO0850
 CO0850'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CO0850'APPARENTLY DESTROYED BY MDOT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0453 ***********************************************************************
 BV0453  DESIGNATION -  F 106
 BV0453  PID         -  BV0453
 BV0453  STATE/COUNTY-  MS/SMITH
 BV0453  USGS QUAD   -  TAYLORSVILLE (1975)
 BV0453
 BV0453                         *CURRENT SURVEY CONTROL
 BV0453  ___________________________________________________________________
 BV0453* NAD 83(1986)-  31 48 38.     (N)    089 23 46.     (W)     SCALED    
 BV0453* NAVD 88     -        78.92   (+/-2cm)     258.9    (feet)  VERTCON   
 BV0453  ___________________________________________________________________
 BV0453  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BV0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0453
 BV0453.The horizontal coordinates were scaled from a topographic map and have
 BV0453.an estimated accuracy of +/- 6 seconds.
 BV0453
 BV0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0453.The vertical order pertains to the NGVD 29 superseded value.
 BV0453
 BV0453.The geoid height was determined by GEOID03.
 BV0453
 BV0453;                    North         East    Units  Estimated Accuracy
 BV0453;SPC MS E     -   256,280.      246,720.      MT  (+/- 180 meters Scaled)
 BV0453
 BV0453                          SUPERSEDED SURVEY CONTROL
 BV0453
 BV0453  NGVD 29 (??/??/92)   78.919  (m)          258.92   (f) ADJ UNCH    2 0
 BV0453
 BV0453.Superseded values are not recommended for survey control.
 BV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0453.See file dsdata.txt to determine how the superseded data were derived.
 BV0453
 BV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA731219(NAD 83)
 BV0453_MARKER: DB = BENCH MARK DISK
 BV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0453_STAMPING: F 106 (1935)
 BV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0453+STABILITY: SURFACE MOTION
 BV0453
 BV0453  HISTORY     - Date     Condition        Report By
 BV0453  HISTORY     - 1935     MONUMENTED       CGS
 BV0453  HISTORY     - 1966     GOOD             MSHD
 BV0453
 BV0453                          STATION DESCRIPTION
 BV0453
 BV0453'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0453'2.4 MI SE FROM TAYLORSVILLE.
 BV0453'TO REACH FROM THE U.S. POST OFFICE IN TAYLORSVILLE GO SOUTHEAST ON
 BV0453'HIGHWAY 28 FOR 2.95 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.35
 BV0453'MILES TO ANOTHER SIDE ROAD ON THE RIGHT, TURN RIGHT ACROSS THE
 BV0453'RAILROAD TRACK AND GO 0.35 MILES TO A DRIVEWAY LEADING TO A BARN AND
 BV0453'PASTURE ON THE RIGHT, TURN RIGHT AND GO TO THE RIGHT OF THE BARN AND
 BV0453'FOLLOW A PASTURE ROAD FOR APPROXIMATELY 0.3 MILES TO THE RAILROAD
 BV0453'TRACK.  THE MARK IS LOCATED APPROXIMATELY 0.2 MILES WEST UP THE
 BV0453'RAILROAD TRACK ON THE RIGHT.  IT IS 0.3 MILES WEST OF MILEPOST L 19 (G
 BV0453'133), 65 PACES NORTHEAST OF THE NORTHEAST END OF THE FIRST WOODEN
 BV0453'BRIDGE WEST OF MILEPOST L 19, 51 FEET SOUTHEAST OF A 20 INCH PINE,
 BV0453'48.5 FEET SOUTH OF A 20 INCH OAK, 61.5 FEET NORTH OF THE NORTH RAIL,
 BV0453'AND 1.5 FEET NORTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1109 ***********************************************************************
 CO1109  DESIGNATION -  F 107
 CO1109  PID         -  CO1109
 CO1109  STATE/COUNTY-  MS/CLARKE
 CO1109  USGS QUAD   -  PACHUTA (1983)
 CO1109
 CO1109                         *CURRENT SURVEY CONTROL
 CO1109  ___________________________________________________________________
 CO1109* NAD 83(1986)-  32 00 39.     (N)    088 53 44.     (W)     SCALED    
 CO1109* NAVD 88     -        93.00   (+/-2cm)     305.1    (feet)  VERTCON   
 CO1109  ___________________________________________________________________
 CO1109  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CO1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO1109
 CO1109.The horizontal coordinates were scaled from a topographic map and have
 CO1109.an estimated accuracy of +/- 6 seconds.
 CO1109
 CO1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1109.The vertical order pertains to the NGVD 29 superseded value.
 CO1109
 CO1109.The geoid height was determined by GEOID03.
 CO1109
 CO1109;                    North         East    Units  Estimated Accuracy
 CO1109;SPC MS E     -   278,350.      294,120.      MT  (+/- 180 meters Scaled)
 CO1109
 CO1109                          SUPERSEDED SURVEY CONTROL
 CO1109
 CO1109  NGVD 29 (??/??/92)   92.99   (m)          305.1    (f) COMPUTED    2 0
 CO1109
 CO1109.Superseded values are not recommended for survey control.
 CO1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1109.See file dsdata.txt to determine how the superseded data were derived.
 CO1109
 CO1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA209432(NAD 83)
 CO1109_MARKER: DB = BENCH MARK DISK
 CO1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1109_SP_SET: CONCRETE POST
 CO1109_STAMPING: F 107 1935
 CO1109_MARK LOGO: CGS   
 CO1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1109+STABILITY: SURFACE MOTION
 CO1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1109+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 CO1109
 CO1109  HISTORY     - Date     Condition        Report By
 CO1109  HISTORY     - 1935     MONUMENTED       CGS
 CO1109  HISTORY     - 1964     GOOD             MSHD
 CO1109  HISTORY     - 19910409 GOOD             MSHD
 CO1109
 CO1109                          STATION DESCRIPTION
 CO1109
 CO1109'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO1109'2.2 MI SW FROM PACHUTA.
 CO1109'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST. IT
 CO1109'IS 66 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 11, 62 FEET EAST OF
 CO1109'THE EAST RAIL, 26 FEET NORTHEAST OF A TELEPHONE LINE POLE, 16 FEET
 CO1109'WEST OF A NET WIRE FENCE, 3 FEET BELOW THE LEVEL OF THE TRACK, ABOUT
 CO1109'LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.  A METAL WITNESS POST
 CO1109'WAS SET 1.0 FOOT EAST OF THE MARK.
 CO1109
 CO1109                          STATION RECOVERY (1991)
 CO1109
 CO1109'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO1109'THE MARK IS LOCATED ABOUT 2.15 MI (3.46 KM) SOUTH OF PACHUTA, NEAR THE
 CO1109'EAST R.O.W. OF THE NORFORK SOUTHERN RAILROAD TRACK AND IS IN SECTION
 CO1109'18, T 2N, R 14E.
 CO1109'TO REACH FROM THE INTERSECTION OF U.S HIGHWAY 11 AND STATE HIGHWAY 18
 CO1109'IN PACHUTA, GO SOUTH ON U.S. HIGHWAY 11 FOR 2.15 MI (3.46 KM) TO THE
 CO1109'MARK ON THE RIGHT.
 CO1109'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO1109'6.0 FT (1.8 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 5 INCHES,
 CO1109'67.0 FT (20.4 M) WEST OF THE CENTER OF HIGHWAY 11, 62.0 FT (18.9 M)
 CO1109'EAST OF THE EAST RAIL, 16.0 FT (4.9 M) WEST OF AN OLD FENCE, 13.4 FT
 CO1109'(4.1 M) SOUTH OF A 7 INCH TWIN OAK AND 1.0 FT (0.3 M) WEST OF A METAL
 CO1109'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0630 ***********************************************************************
 BV0630  DESIGNATION -  F 108
 BV0630  PID         -  BV0630
 BV0630  STATE/COUNTY-  MS/LAMAR
 BV0630  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0630
 BV0630                         *CURRENT SURVEY CONTROL
 BV0630  ___________________________________________________________________
 BV0630* NAD 83(1986)-  31 21 52.     (N)    089 28 59.     (W)     SCALED    
 BV0630* NAVD 88     -       108.34   (+/-2cm)     355.4    (feet)  VERTCON   
 BV0630  ___________________________________________________________________
 BV0630  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BV0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0630
 BV0630.The horizontal coordinates were scaled from a topographic map and have
 BV0630.an estimated accuracy of +/- 6 seconds.
 BV0630
 BV0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0630.The vertical order pertains to the NGVD 29 superseded value.
 BV0630
 BV0630.The geoid height was determined by GEOID03.
 BV0630
 BV0630;                    North         East    Units  Estimated Accuracy
 BV0630;SPC MS E     -   206,860.      238,190.      MT  (+/- 180 meters Scaled)
 BV0630
 BV0630                          SUPERSEDED SURVEY CONTROL
 BV0630
 BV0630  NGVD 29 (??/??/92)  108.354  (m)          355.49   (f) ADJ UNCH    2 0
 BV0630
 BV0630.Superseded values are not recommended for survey control.
 BV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0630.See file dsdata.txt to determine how the superseded data were derived.
 BV0630
 BV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV638726(NAD 83)
 BV0630_MARKER: DB = BENCH MARK DISK
 BV0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0630_STAMPING: F 108 1935 (355.491)
 BV0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0630+STABILITY: SURFACE MOTION
 BV0630
 BV0630  HISTORY     - Date     Condition        Report By
 BV0630  HISTORY     - 1935     MONUMENTED       CGS
 BV0630  HISTORY     - 1964     GOOD             MSHD
 BV0630
 BV0630                          STATION DESCRIPTION
 BV0630
 BV0630'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0630'5.8 MI SE FROM SUMRALL.
 BV0630'TO REACH FROM THE RAILWAY STATION IN SUMRALL, GO SOUTHEAST ON STATE
 BV0630'HIGHWAY 589 FOR 5.4 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT, EAST,
 BV0630'AND GO 0.65 MILE TO THE RAILROAD AND THE MARK AS DESCRIBED. THE MARK
 BV0630'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 0.2
 BV0630'MILE EAST OF MILEPOST 13, AT THE TOP OF THE BANK OF A CUT, 30 FEET
 BV0630'SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK AND
 BV0630'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0862 ***********************************************************************
 BV0862  DESIGNATION -  F 11
 BV0862  PID         -  BV0862
 BV0862  STATE/COUNTY-  MS/MARION
 BV0862  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV0862
 BV0862                         *CURRENT SURVEY CONTROL
 BV0862  ___________________________________________________________________
 BV0862* NAD 83(1986)-  31 15 02.     (N)    089 49 19.     (W)     SCALED    
 BV0862* NAVD 88     -        46.95   (+/-2cm)     154.0    (feet)  VERTCON   
 BV0862  ___________________________________________________________________
 BV0862  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BV0862  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0862
 BV0862.The horizontal coordinates were scaled from a topographic map and have
 BV0862.an estimated accuracy of +/- 6 seconds.
 BV0862
 BV0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0862.The vertical order pertains to the NGVD 29 superseded value.
 BV0862
 BV0862.The geoid height was determined by GEOID03.
 BV0862
 BV0862;                    North         East    Units  Estimated Accuracy
 BV0862;SPC MS W     -   194,170.      748,710.      MT  (+/- 180 meters Scaled)
 BV0862
 BV0862                          SUPERSEDED SURVEY CONTROL
 BV0862
 BV0862  NGVD 29 (??/??/92)   46.987  (m)          154.16   (f) ADJ UNCH    1 2
 BV0862
 BV0862.Superseded values are not recommended for survey control.
 BV0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0862.See file dsdata.txt to determine how the superseded data were derived.
 BV0862
 BV0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV312608(NAD 83)
 BV0862_MARKER: DB = BENCH MARK DISK
 BV0862_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV0862_SP_SET: HEADWALL
 BV0862_STAMPING: F 11 1934 154.157
 BV0862_MARK LOGO: CGS   
 BV0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0862+STABILITY: SURFACE MOTION
 BV0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0862+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 BV0862
 BV0862  HISTORY     - Date     Condition        Report By
 BV0862  HISTORY     - 1934     MONUMENTED       CGS
 BV0862  HISTORY     - 1969     GOOD             MSHD
 BV0862  HISTORY     - 1987     GOOD             LOCSUR
 BV0862  HISTORY     - 19920203 GOOD             NGS
 BV0862
 BV0862                          STATION DESCRIPTION
 BV0862
 BV0862'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0862'0.7 MI E FROM COLUMBIA.
 BV0862'THE MARK IS LOCATED 0.7 MILE EAST OF COLUMBIA IN THE WEST END OF THE
 BV0862'SOUTH HEADWALL OF A 3X3 FOOT BOX CULVERT UNDER BROAD STREET ON THE
 BV0862'NORTH SIDE OF A PARK, 0.15 MILE WEST OF THE COLUMBIA HIGH SCHOOL IN
 BV0862'THE SOUTHWEST 1/4 OF SECTION 4, T3N, R 18W.  IT IS 20 FEET SOUTH OF
 BV0862'THE CENTER OF BROAD STREET, 20 FEET WEST OF A UTILITY POLE, 32.5 FEET
 BV0862'EAST NORTHEAST OF A 36 INCH PINE, 3.5 FEET EAST OF THE WEST END OF THE
 BV0862'HEADWALL, 2 FEET NORTHEAST OF A METAL WITNESS POST, SET IN A DRILLED
 BV0862'HOLE IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A BOX CULVERT
 BV0862'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE STREET.  TO REACH FROM
 BV0862'THE EAST ENTRANCE TO THE MARION COUNTY COURTHOUSE IN COLUMBIA GO EAST
 BV0862'ON BROAD STREET FOR 0.65 MILE TO THE INTERSECTION OF PARK AVENUE.
 BV0862'CONTINUE EAST ON BROAD STREET FOR 0.05 MILE TO THE CULVERT AND THE
 BV0862'MARK ON THE RIGHT AS DESCRIBED.
 BV0862
 BV0862                          STATION RECOVERY (1987)
 BV0862
 BV0862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BC)
 BV0862'RECOVERED IN GOOD CONDITION.
 BV0862
 BV0862                          STATION RECOVERY (1992)
 BV0862
 BV0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BV0862'IN COLUMBIA, AT THE INTERSECTION OF BROAD STREET AND PARK AVENUE, IN
 BV0862'TOP OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE STREET,
 BV0862'87.6 M (287.4 FT) EAST OF THE CENTER OF THE AVENUE, 40.3 M (132.2 FT)
 BV0862'NORTHEAST OF THE NORTHEAST CORNER OF THE MARION COUNTY-CITY OF
 BV0862'COLUMBIA PUBLIC LIBRARY, 11.0 M (36.1 FT) EAST OF THE CENTER OF A
 BV0862'DRIVEWAY, 6.2 M (20.3 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE
 BV0862'STREET, 1.1 M (3.6 FT) EAST OF THE WEST END OF THE HEADWALL, AND 0.6
 BV0862'M (2.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1018 ***********************************************************************
 BV1018  DESIGNATION -  F 110
 BV1018  PID         -  BV1018
 BV1018  STATE/COUNTY-  MS/LAWRENCE
 BV1018  USGS QUAD   -  NEW HEBRON (1982)
 BV1018
 BV1018                         *CURRENT SURVEY CONTROL
 BV1018  ___________________________________________________________________
 BV1018* NAD 83(1986)-  31 41 46.     (N)    089 59 24.     (W)     SCALED    
 BV1018* NAVD 88     -       100.57   (+/-2cm)     330.0    (feet)  VERTCON   
 BV1018  ___________________________________________________________________
 BV1018  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BV1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1018
 BV1018.The horizontal coordinates were scaled from a topographic map and have
 BV1018.an estimated accuracy of +/- 6 seconds.
 BV1018
 BV1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1018.The vertical order pertains to the NGVD 29 superseded value.
 BV1018
 BV1018.The geoid height was determined by GEOID03.
 BV1018
 BV1018;                    North         East    Units  Estimated Accuracy
 BV1018;SPC MS W     -   243,510.      732,550.      MT  (+/- 180 meters Scaled)
 BV1018
 BV1018                          SUPERSEDED SURVEY CONTROL
 BV1018
 BV1018  NGVD 29 (??/??/92)  100.578  (m)          329.98   (f) ADJ UNCH    2 0
 BV1018
 BV1018.Superseded values are not recommended for survey control.
 BV1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1018.See file dsdata.txt to determine how the superseded data were derived.
 BV1018
 BV1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA165106(NAD 83)
 BV1018_MARKER: DB = BENCH MARK DISK
 BV1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1018_STAMPING: F 110 1935
 BV1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1018+STABILITY: SURFACE MOTION
 BV1018
 BV1018  HISTORY     - Date     Condition        Report By
 BV1018  HISTORY     - 1935     MONUMENTED       CGS
 BV1018  HISTORY     - 1956     GOOD             NGS
 BV1018
 BV1018                          STATION DESCRIPTION
 BV1018
 BV1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV1018'2.5 MI S FROM NEW HEBRON.
 BV1018'2.5 MILES SOUTH ALONG THE OLD GULF AND SHIP ISLAND RAILROAD FROM THE
 BV1018'STATION AT NEW HEBRON, LAWRENCE COUNTY, 100 FEET NORTHWEST OF THE
 BV1018'NORTHWEST CORNER OF AN OLD ABANDONED FARM TENEMENT HOUSE.  131 FEET
 BV1018'NORTH OF THE NORTH END OF BRIDGE 126+7, AND 20 FEET EAST OF THE EAST
 BV1018'RAIL.  105 FEET NORTH OF THE CENTER LINE OF A FIELD ROAD CROSSING AND
 BV1018'1.0 FEET LOWER THAN THE CROSSING.  A STANDARD DISK STAMPED F 110 1935
 BV1018'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0536 ***********************************************************************
 BV0536  DESIGNATION -  F 12
 BV0536  PID         -  BV0536
 BV0536  STATE/COUNTY-  MS/FORREST
 BV0536  USGS QUAD   -  HATTIESBURG (1982)
 BV0536
 BV0536                         *CURRENT SURVEY CONTROL
 BV0536  ___________________________________________________________________
 BV0536* NAD 83(1986)-  31 19 29.     (N)    089 19 03.     (W)     SCALED    
 BV0536* NAVD 88     -        53.43   (+/-2cm)     175.3    (feet)  VERTCON   
 BV0536  ___________________________________________________________________
 BV0536  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV0536  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0536
 BV0536.The horizontal coordinates were scaled from a topographic map and have
 BV0536.an estimated accuracy of +/- 6 seconds.
 BV0536
 BV0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0536.The vertical order pertains to the NGVD 29 superseded value.
 BV0536
 BV0536.The geoid height was determined by GEOID03.
 BV0536
 BV0536;                    North         East    Units  Estimated Accuracy
 BV0536;SPC MS E     -   202,380.      253,920.      MT  (+/- 180 meters Scaled)
 BV0536
 BV0536                          SUPERSEDED SURVEY CONTROL
 BV0536
 BV0536  NGVD 29 (??/??/92)   53.45   (m)          175.4    (f) COMPUTED    1 2
 BV0536
 BV0536.Superseded values are not recommended for survey control.
 BV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0536.See file dsdata.txt to determine how the superseded data were derived.
 BV0536
 BV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV794679(NAD 83)
 BV0536_MARKER: DB = BENCH MARK DISK
 BV0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0536_SP_SET: ABUTMENT
 BV0536_STAMPING: F 12 1934
 BV0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0536
 BV0536  HISTORY     - Date     Condition        Report By
 BV0536  HISTORY     - 1934     MONUMENTED       CGS
 BV0536  HISTORY     - 1957     GOOD             NGS
 BV0536  HISTORY     - 1963     GOOD             NGS
 BV0536
 BV0536                          STATION DESCRIPTION
 BV0536
 BV0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0536'1.45 MI W FROM HATTIESBURG.
 BV0536'LOCATED 1.45 MILE WEST ALONG STATE HIGHWAY 98 (HARDY STREET) FROM THE
 BV0536'INTERSECTION OF PINE STREET AND HARDY STREET WHICH IS 2 BLOCKS SOUTH
 BV0536'OF THE POST OFFICE.  IT IS 1 BLOCK EAST OF THE INTERSECTION OF HARDY
 BV0536'STREET AND 19TH STREET, NEAR THE NORTHEAST CORNER OF A BASEBALL FIELD.
 BV0536'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE WEST WING WALL OF
 BV0536'THE SOUTH CONCRETE ABUTMENT OF A 60 FOOT CONCRETE BRIDGE OVER THE
 BV0536'SOUTH BRANCH OF GORDON CREEK.
 BV0536
 BV0536                          STATION RECOVERY (1963)
 BV0536
 BV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BV0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0662 ***********************************************************************
 BV0662  DESIGNATION -  F 12 RESET 1961
 BV0662  PID         -  BV0662
 BV0662  STATE/COUNTY-  MS/FORREST
 BV0662  USGS QUAD   -  HATTIESBURG (1982)
 BV0662
 BV0662                         *CURRENT SURVEY CONTROL
 BV0662  ___________________________________________________________________
 BV0662* NAD 83(1986)-  31 19 29.     (N)    089 19 03.     (W)     SCALED    
 BV0662* NAVD 88     -        53.570  (meters)     175.75   (feet)  ADJUSTED  
 BV0662  ___________________________________________________________________
 BV0662  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV0662  DYNAMIC HT  -          53.505 (meters)     175.54  (feet)  COMP
 BV0662  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 BV0662
 BV0662  VERT ORDER  -  SECOND    CLASS 0
 BV0662
 BV0662.The horizontal coordinates were scaled from a topographic map and have
 BV0662.an estimated accuracy of +/- 6 seconds.
 BV0662
 BV0662.The orthometric height was determined by differential leveling
 BV0662.and adjusted in May 1996.
 BV0662
 BV0662.The geoid height was determined by GEOID03.
 BV0662
 BV0662.The dynamic height is computed by dividing the NAVD 88
 BV0662.geopotential number by the normal gravity value computed on the
 BV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0662.degrees latitude (g = 980.6199 gals.).
 BV0662
 BV0662.The modeled gravity was interpolated from observed gravity values.
 BV0662
 BV0662;                    North         East    Units  Estimated Accuracy
 BV0662;SPC MS E     -   202,380.      253,920.      MT  (+/- 180 meters Scaled)
 BV0662
 BV0662                          SUPERSEDED SURVEY CONTROL
 BV0662
 BV0662  NGVD 29 (??/??/92)   53.588  (m)          175.81   (f) ADJ UNCH    2 0
 BV0662
 BV0662.Superseded values are not recommended for survey control.
 BV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0662.See file dsdata.txt to determine how the superseded data were derived.
 BV0662
 BV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV794679(NAD 83)
 BV0662_MARKER: DB = BENCH MARK DISK
 BV0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0662_SP_SET: ABUTMENT
 BV0662_STAMPING: F 12 RESET 1961
 BV0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0662
 BV0662  HISTORY     - Date     Condition        Report By
 BV0662  HISTORY     - 1961     MONUMENTED       CGS
 BV0662  HISTORY     - 1969     GOOD             MSHD
 BV0662  HISTORY     - 1976     GOOD             MSHD
 BV0662  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV0662
 BV0662                          STATION DESCRIPTION
 BV0662
 BV0662'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0662'1.5 MI W FROM HATTIESBURG.
 BV0662'THE MARK IS LOCATED 1.5 MILES WEST OF THE CENTER OF HATTIESBURG IN THE
 BV0662'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER GORDON CREEK
 BV0662'ON THE NORTH SIDE OF THE CITY PARK NEAR THE CENTER OF THE EAST SIDE OF
 BV0662'SECTION 8, T4N, R 13W.  IT IS 26.5 FEET SOUTH OF THE CENTER OF HARDY
 BV0662'STREET, 16 FEET NORTH OF THE NORTHEAST CORNER OF A CYCLONE FENCE
 BV0662'AROUND A BALL PARK, 2.7 FEET SOUTH OF THE EDGE OF A CURB, 0.7 FEET
 BV0662'EAST OF THE WEST END OF THE ABUTMENT, SET IN A DRILLED HOLE IN THE
 BV0662'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER GORDON CREEK
 BV0662'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.  TO REACH FROM THE
 BV0662'INTERSECTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 98 (HARDY STREET) AT
 BV0662'THE WEST EDGE OF HATTIESBURG GO EAST ON HARDY STREET FOR 0.7 MILE TO
 BV0662'THE BRIDGE AND THE MARK ON THE RIGHT.
 BV0662
 BV0662                          STATION RECOVERY (1976)
 BV0662
 BV0662'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV0662'RECOVERED IN GOOD CONDITION.
 BV0662
 BV0662                          STATION RECOVERY (2008)
 BV0662
 BV0662'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1201 ***********************************************************************
 BH1201  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1201  DESIGNATION -  F 122
 BH1201  PID         -  BH1201
 BH1201  STATE/COUNTY-  MS/HANCOCK
 BH1201  USGS QUAD   -  LOGTOWN (1993)
 BH1201
 BH1201                         *CURRENT SURVEY CONTROL
 BH1201  ___________________________________________________________________
 BH1201* NAD 83(1986)-  30 15 37.     (N)    089 34 23.     (W)     SCALED    
 BH1201* NAVD 88     -         3.428  (meters)      11.25   (feet)  ADJUSTED  
 BH1201  ___________________________________________________________________
 BH1201  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BH1201  DYNAMIC HT  -           3.423 (meters)      11.23  (feet)  COMP
 BH1201  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BH1201
 BH1201  VERT ORDER  -  FIRST     CLASS I
 BH1201
 BH1201.The horizontal coordinates were scaled from a topographic map and have
 BH1201.an estimated accuracy of +/- 6 seconds.
 BH1201
 BH1201.The orthometric height was determined by differential leveling
 BH1201.and adjusted in February 1994.
 BH1201
 BH1201.This Tidal Bench Mark is designated as VM 10516
 BH1201.by the Center for Operational Oceanographic Products and Services.
 BH1201
 BH1201.The geoid height was determined by GEOID03.
 BH1201
 BH1201.The dynamic height is computed by dividing the NAVD 88
 BH1201.geopotential number by the normal gravity value computed on the
 BH1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1201.degrees latitude (g = 980.6199 gals.).
 BH1201
 BH1201.The modeled gravity was interpolated from observed gravity values.
 BH1201
 BH1201;                    North         East    Units  Estimated Accuracy
 BH1201;SPC MS E     -    84,500.      228,820.      MT  (+/- 180 meters Scaled)
 BH1201
 BH1201                          SUPERSEDED SURVEY CONTROL
 BH1201
 BH1201  NAVD 88 (06/15/91)    3.419  (m)           11.22   (f) UNKNOWN     1 1
 BH1201  NGVD 29 (??/??/??)    3.375  (m)           11.07   (f) ADJUSTED    1 1
 BH1201
 BH1201.Superseded values are not recommended for survey control.
 BH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1201.See file dsdata.txt to determine how the superseded data were derived.
 BH1201
 BH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU524504(NAD 83)
 BH1201_MARKER: DB = BENCH MARK DISK
 BH1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1201_SP_SET: CONCRETE POST
 BH1201_STAMPING: F 122 1938
 BH1201_MARK LOGO: CGS   
 BH1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1201+STABILITY: SURFACE MOTION
 BH1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1201+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1201
 BH1201  HISTORY     - Date     Condition        Report By
 BH1201  HISTORY     - 1938     MONUMENTED       CGS
 BH1201  HISTORY     - 1972     GOOD             MSHD
 BH1201  HISTORY     - 1977     GOOD             NGS
 BH1201  HISTORY     - 19930317 GOOD             NGS
 BH1201  HISTORY     - 20040212 GOOD             NGS
 BH1201  HISTORY     - 20050707 GOOD             NGS
 BH1201
 BH1201                          STATION DESCRIPTION
 BH1201
 BH1201'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1201'2.5 MI NE FROM PEARLINGTON.
 BH1201'THE MARK IS LOCATED 2.5 MILES NORTHEAST OF PEARLINGTON, 0.95 MILES
 BH1201'SOUTHWEST OF A CROSSROAD AND 1.3 MILES SOUTHWEST OF A ROADSIDE PARK
 BH1201'AND TRUCK SCALES.  IT IS 102 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 BH1201'90, 36 FEET NORTHEAST OF THE CENTER OF AN OLD ROAD BED, 89 FEET NORTH
 BH1201'AND ACROSS THE OLD ROAD BED FROM THE NORTHWEST END OF A 24 INCH
 BH1201'CONCRETE PIPE UNDER HIGHWAY 90, 39 FEET NORTH OF THE NORTHEAST END OF
 BH1201'A 24 INCH CONCRETE PIPE UNDER THE OLD ROAD, 84.5 FEET WEST OF POLE NO.
 BH1201'6, 24 FEET NORTHWEST OF A FENCE 1 FOOT SOUTHWEST OF A METAL WITNESS
 BH1201'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 12
 BH1201'INCHES.  TO REACH FROM THE EAST END OF THE BRIDGE OVER PEARL RIVER AT
 BH1201'PEARLINGTON GO EAST ON U.S. HIGHWAY 90 FOR 2.85 MILES TO A SIDE ROAD
 BH1201'RIGHT AND THE MARK ON THE LEFT.
 BH1201
 BH1201                          STATION RECOVERY (1977)
 BH1201
 BH1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1201'2.85 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE EAST END OF THE
 BH1201'HIGHWAY BRIDGE OVERR THE PEARL RIVER AT PEARLINGTON, AT THE
 BH1201'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 102 FT. NORTHWEST OF THE
 BH1201'CENTER LINE OF THE HIGHWAY, 4 FT. SOUTHWEST OF THE EXTENDED
 BH1201'CENTER LINE OF THE ROAD, 39 FT. NORTHEAST OF THE CENTER LINE OF A
 BH1201'DIM ROAD.
 BH1201
 BH1201                          STATION RECOVERY (1993)
 BH1201
 BH1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1201'4.3 KM (2.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1201'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, 31.0 M (101.7 FT)
 BH1201'NORTHWEST OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) NORTHEAST OF
 BH1201'THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 BH1201'HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 BH1201'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 BH1201
 BH1201                          STATION RECOVERY (2004)
 BH1201
 BH1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 BH1201'MARK IS ON NE SIDE OF NEW GRAVEL DRIVEWAY, JUST NORTH OF THE EAST
 BH1201'GATEPOST OF A LOW STEEL GATE, 0.3 M SOUTH OF A METAL WITNESS POST AND
 BH1201'27.4 M NW OF THE NW EDGE OF PAVEMENT.
 BH1201
 BH1201                          STATION RECOVERY (2005)
 BH1201
 BH1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0508 ***********************************************************************
 CO0508  DESIGNATION -  F 123
 CO0508  PID         -  CO0508
 CO0508  STATE/COUNTY-  MS/LAUDERDALE
 CO0508  USGS QUAD   -  MEEHAN (1982)
 CO0508
 CO0508                         *CURRENT SURVEY CONTROL
 CO0508  ___________________________________________________________________
 CO0508* NAD 83(1986)-  32 20 51.     (N)    088 50 01.     (W)     SCALED    
 CO0508* NAVD 88     -       107.46   (+/-2cm)     352.6    (feet)  VERTCON   
 CO0508  ___________________________________________________________________
 CO0508  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CO0508  VERT ORDER  -  FIRST     CLASS II (See Below)
 CO0508
 CO0508.The horizontal coordinates were scaled from a topographic map and have
 CO0508.an estimated accuracy of +/- 6 seconds.
 CO0508
 CO0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0508.The vertical order pertains to the NGVD 29 superseded value.
 CO0508
 CO0508.The geoid height was determined by GEOID03.
 CO0508
 CO0508;                    North         East    Units  Estimated Accuracy
 CO0508;SPC MS E     -   315,680.      299,970.      MT  (+/- 180 meters Scaled)
 CO0508
 CO0508                          SUPERSEDED SURVEY CONTROL
 CO0508
 CO0508  NGVD 29 (??/??/92)  107.45   (m)          352.5    (f) COMPUTED    1 2
 CO0508
 CO0508.Superseded values are not recommended for survey control.
 CO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0508.See file dsdata.txt to determine how the superseded data were derived.
 CO0508
 CO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA274804(NAD 83)
 CO0508_MARKER: DB = BENCH MARK DISK
 CO0508_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0508_SP_SET: BASE OF PILLARS
 CO0508_STAMPING: F 123 1938
 CO0508_MARK LOGO: CGS   
 CO0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0508+STABILITY: SURFACE MOTION
 CO0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0508+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1990
 CO0508
 CO0508  HISTORY     - Date     Condition        Report By
 CO0508  HISTORY     - 1938     MONUMENTED       CGS
 CO0508  HISTORY     - 1961     GOOD             NGS
 CO0508  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0508  HISTORY     - 19900131 GOOD             MSHD
 CO0508
 CO0508                          STATION DESCRIPTION
 CO0508
 CO0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0508'6.3 MI E FROM CHUNKY.
 CO0508'ABOUT 6.3 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0508'CHUNKY TO A SERVICE STATION AND TRUCK STOP ON THE NORTH SIDE OF THE
 CO0508'HIGHWAY, THENCE 116 YARDS NORTHEAST TO AN ABANDONED CONCRETE HIGHWAY
 CO0508'OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD, IN SECTION 23, T 6 N, R
 CO0508'14 E, AT THE NORTHEAST END OF THE OVERPASS, SET IN THE TOP OF THE
 CO0508'NORTHEAST END OF A CONCRETE FOUNDATION SUPPORTING 3 CONCRETE PILLARS,
 CO0508'7 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 5 FEET ABOVE THE
 CO0508'LEVEL OF THE TRACK.
 CO0508
 CO0508                          STATION RECOVERY (1968)
 CO0508
 CO0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0508'MARK NOT FOUND.
 CO0508
 CO0508                          STATION RECOVERY (1990)
 CO0508
 CO0508'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0508'MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF MERIDIAN, IN THE OLD
 CO0508'HIGHWAY 80 BRIDGE OVER THE I.C.G. RAILROAD TRACK, 5.8 MI (9.3 KM)
 CO0508'EAST OF CHUNKY AND IS IN SECTION 23, T 6N, R 14E.
 CO0508'TO REACH FROM THE U.S HIGHWAY 80 BRIDGE OVER I-20 NEAR LOST GAP, GO
 CO0508'SOUTHWEST ON U.S. HIGHWAY 80 FOR 2.2 MI (3.5 KM) TO A SIDE ROAD
 CO0508'RIGHT, TURN RIGHT AND GO NORTHWEST ON OLD HIGHWAY 80 FOR 0.15 MI
 CO0508'(0.24 KM) TO THE RAILROAD OVERPASS AND THE MARK BELOW.
 CO0508'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF
 CO0508'THE NORTHWEST CONCRETE FOUNDIATION SUPPORTING THREE CONCRETE PILLARS,
 CO0508'UNDER THE RAILROAD BRIDGE, ABOUT 5 FT (1.5 M) ABOVE THE GROUND, 6.9
 CO0508'FT (2.1 M) NORTHEAST OF THE NORTHEAST RAIL AND 1.2 FT (0.4 M)
 CO0508'SOUTHWEST OF THE NORTHWEST END OF THE FOOTING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0490 ***********************************************************************
 CO0490  DESIGNATION -  F 124
 CO0490  PID         -  CO0490
 CO0490  STATE/COUNTY-  MS/NEWTON
 CO0490  USGS QUAD   -  CHUNKY (1983)
 CO0490
 CO0490                         *CURRENT SURVEY CONTROL
 CO0490  ___________________________________________________________________
 CO0490* NAD 83(1986)-  32 19 07.     (N)    088 58 39.     (W)     SCALED    
 CO0490* NAVD 88     -        96.34   (+/-2cm)     316.1    (feet)  VERTCON   
 CO0490  ___________________________________________________________________
 CO0490  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO0490  VERT ORDER  -  FIRST     CLASS II (See Below)
 CO0490
 CO0490.The horizontal coordinates were scaled from a topographic map and have
 CO0490.an estimated accuracy of +/- 6 seconds.
 CO0490
 CO0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0490.The vertical order pertains to the NGVD 29 superseded value.
 CO0490
 CO0490.The geoid height was determined by GEOID03.
 CO0490
 CO0490;                    North         East    Units  Estimated Accuracy
 CO0490;SPC MS E     -   312,490.      286,430.      MT  (+/- 180 meters Scaled)
 CO0490
 CO0490                          SUPERSEDED SURVEY CONTROL
 CO0490
 CO0490  NGVD 29 (??/??/92)   96.33   (m)          316.0    (f) COMPUTED    1 2
 CO0490
 CO0490.Superseded values are not recommended for survey control.
 CO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0490.See file dsdata.txt to determine how the superseded data were derived.
 CO0490
 CO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA138774(NAD 83)
 CO0490_MARKER: DB = BENCH MARK DISK
 CO0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0490_STAMPING: F 124 1938
 CO0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0490+STABILITY: SURFACE MOTION
 CO0490
 CO0490  HISTORY     - Date     Condition        Report By
 CO0490  HISTORY     - 1938     MONUMENTED       CGS
 CO0490  HISTORY     - 1961     MARK NOT FOUND   NGS
 CO0490
 CO0490                          STATION DESCRIPTION
 CO0490
 CO0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0490'2.7 MI E FROM HICKORY.
 CO0490'2.7 MILES EAST ALONG THE YAZOO AND MISSISSIPPI VALLEY RAILROAD FROM
 CO0490'THE STATION AT HICKORY, NEWTON COUNTY, 0.2 MILE EAST OF MILEPOST 20,
 CO0490'0.2 MILE EAST OF A PUBLIC-ROAD CROSSING, 171 FEET EAST OF A
 CO0490'RIGHT-OF-WAY SIGN, AND 21 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 CO0490'DISK, STAMPED F 124 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0679 ***********************************************************************
 BW0679  DESIGNATION -  F 125
 BW0679  PID         -  BW0679
 BW0679  STATE/COUNTY-  MS/CLAIBORNE
 BW0679  USGS QUAD   -  WIDOWS CREEK (1986)
 BW0679
 BW0679                         *CURRENT SURVEY CONTROL
 BW0679  ___________________________________________________________________
 BW0679* NAD 83(1986)-  31 58 57.     (N)    091 06 21.     (W)     SCALED    
 BW0679* NAVD 88     -        23.89   (+/-2cm)      78.4    (feet)  VERTCON   
 BW0679  ___________________________________________________________________
 BW0679  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0679  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0679
 BW0679.The horizontal coordinates were scaled from a topographic map and have
 BW0679.an estimated accuracy of +/- 6 seconds.
 BW0679
 BW0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0679.The vertical order pertains to the NGVD 29 superseded value.
 BW0679
 BW0679.The geoid height was determined by GEOID03.
 BW0679
 BW0679;                    North         East    Units  Estimated Accuracy
 BW0679;SPC MS W     -   275,470.      626,990.      MT  (+/- 180 meters Scaled)
 BW0679
 BW0679                          SUPERSEDED SURVEY CONTROL
 BW0679
 BW0679  NGVD 29 (??/??/92)   23.90   (m)           78.4    (f) COMPUTED    1 2
 BW0679
 BW0679.Superseded values are not recommended for survey control.
 BW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0679.See file dsdata.txt to determine how the superseded data were derived.
 BW0679
 BW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR789400(NAD 83)
 BW0679_MARKER: DB = BENCH MARK DISK
 BW0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0679_STAMPING: F 125 1938
 BW0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0679+STABILITY: SURFACE MOTION
 BW0679
 BW0679  HISTORY     - Date     Condition        Report By
 BW0679  HISTORY     - 1938     MONUMENTED       CGS
 BW0679
 BW0679                          STATION DESCRIPTION
 BW0679
 BW0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW0679'4.5 MI SW FROM GRAND GULF.
 BW0679'4-1/2 MILES SOUTHWEST OF GRAND GULF, CLAIBORNE COUNTY, AT WHITEHALL
 BW0679'LANDING, IN DENSE WOODS ON THE RIVERSIDE EDGE OF A SLOUGH, 350 FEET
 BW0679'FROM THE TOP OF THE BANK, 235 FEET LANDSIDE FROM THE CENTERLINE OF A
 BW0679'LOGGING ROAD PARALLELING MISSISSIPPI RIVER, 22.2 FEET SOUTHEAST OF A
 BW0679'BLAZED 20-INCH ASH TREE, 18.3 FEET SOUTHWEST OF A BLAZED 22-INCH ASH
 BW0679'TREE, 6.3 FEET NORTHEAST OF A BLAZED 18-INCH ASH TREE.  A STANDARD
 BW0679'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES ABOVE
 BW0679'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0040 ***********************************************************************
 DK0040  DESIGNATION -  F 126
 DK0040  PID         -  DK0040
 DK0040  STATE/COUNTY-  MS/LEFLORE
 DK0040  USGS QUAD   -  SHELLMOUND (1983)
 DK0040
 DK0040                         *CURRENT SURVEY CONTROL
 DK0040  ___________________________________________________________________
 DK0040* NAD 83(1986)-  33 30 04.     (N)    090 17 00.     (W)     SCALED    
 DK0040* NAVD 88     -        39.939  (meters)     131.03   (feet)  ADJUSTED  
 DK0040  ___________________________________________________________________
 DK0040  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0040  DYNAMIC HT  -          39.898 (meters)     130.90  (feet)  COMP
 DK0040  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 DK0040
 DK0040  VERT ORDER  -  FIRST     CLASS II
 DK0040
 DK0040.The horizontal coordinates were scaled from a topographic map and have
 DK0040.an estimated accuracy of +/- 6 seconds.
 DK0040
 DK0040.The orthometric height was determined by differential leveling
 DK0040.and adjusted in June 1991.
 DK0040
 DK0040.The geoid height was determined by GEOID03.
 DK0040
 DK0040.The dynamic height is computed by dividing the NAVD 88
 DK0040.geopotential number by the normal gravity value computed on the
 DK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0040.degrees latitude (g = 980.6199 gals.).
 DK0040
 DK0040.The modeled gravity was interpolated from observed gravity values.
 DK0040
 DK0040;                    North         East    Units  Estimated Accuracy
 DK0040;SPC MS W     -   443,620.      704,650.      MT  (+/- 180 meters Scaled)
 DK0040
 DK0040                          SUPERSEDED SURVEY CONTROL
 DK0040
 DK0040  NGVD 29 (??/??/??)   40.012  (m)          131.27   (f) ADJUSTED    1 2
 DK0040
 DK0040.Superseded values are not recommended for survey control.
 DK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0040.See file dsdata.txt to determine how the superseded data were derived.
 DK0040
 DK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT523101(NAD 83)
 DK0040_MARKER: DB = BENCH MARK DISK
 DK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0040+STABILITY: SURFACE MOTION
 DK0040
 DK0040  HISTORY     - Date     Condition        Report By
 DK0040  HISTORY     - 1939     MONUMENTED       CGS
 DK0040  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0040  HISTORY     - 20000513 MARK NOT FOUND   NGS
 DK0040
 DK0040                          STATION DESCRIPTION
 DK0040
 DK0040'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0040'2.0 MI W FROM PORT LORING.
 DK0040'THE MARK IS LOCATED 2.0 MILES WEST ALONG THE COLUMBUS AND GREENVILLE
 DK0040'RAILWAY FROM THE FLAG STATION AT PORT LORING, LEFLORE COUNTY, 192 FEET
 DK0040'WEST OF THE WEST END OF TRESTLE 119.2, 140 FEET EAST OF THE CENTER OF
 DK0040'A DIRT ROAD CROSSING, 10 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 DK0040'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 DK0040'GROUND.
 DK0040
 DK0040                          STATION RECOVERY (2000)
 DK0040
 DK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0949 ***********************************************************************
 DJ0949  DESIGNATION -  F 127 RESET 1946
 DJ0949  PID         -  DJ0949
 DJ0949  STATE/COUNTY-  MS/MONROE
 DJ0949  USGS QUAD   -  MULDON (1987)
 DJ0949
 DJ0949                         *CURRENT SURVEY CONTROL
 DJ0949  ___________________________________________________________________
 DJ0949* NAD 83(1986)-  33 43 26.     (N)    088 38 58.     (W)     SCALED    
 DJ0949* NAVD 88     -        88.748  (meters)     291.17   (feet)  ADJUSTED  
 DJ0949  ___________________________________________________________________
 DJ0949  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ0949  DYNAMIC HT  -          88.657 (meters)     290.87  (feet)  COMP
 DJ0949  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 DJ0949
 DJ0949  VERT ORDER  -  SECOND    CLASS 0
 DJ0949
 DJ0949.The horizontal coordinates were scaled from a topographic map and have
 DJ0949.an estimated accuracy of +/- 6 seconds.
 DJ0949
 DJ0949.The orthometric height was determined by differential leveling
 DJ0949.and adjusted in June 1991.
 DJ0949
 DJ0949.The geoid height was determined by GEOID03.
 DJ0949
 DJ0949.The dynamic height is computed by dividing the NAVD 88
 DJ0949.geopotential number by the normal gravity value computed on the
 DJ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0949.degrees latitude (g = 980.6199 gals.).
 DJ0949
 DJ0949.The modeled gravity was interpolated from observed gravity values.
 DJ0949
 DJ0949;                    North         East    Units  Estimated Accuracy
 DJ0949;SPC MS E     -   468,340.      317,040.      MT  (+/- 180 meters Scaled)
 DJ0949
 DJ0949                          SUPERSEDED SURVEY CONTROL
 DJ0949
 DJ0949  NGVD 29 (??/??/92)   88.703  (m)          291.02   (f) ADJ UNCH    2 0
 DJ0949
 DJ0949.Superseded values are not recommended for survey control.
 DJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0949.See file dsdata.txt to determine how the superseded data were derived.
 DJ0949
 DJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471327(NAD 83)
 DJ0949_MARKER: DB = BENCH MARK DISK
 DJ0949_SETTING: 0 = UNSPECIFIED SETTING
 DJ0949_STAMPING: F 127 (1939) RESET (1946)
 DJ0949_MARK LOGO: CGS   
 DJ0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0949
 DJ0949  HISTORY     - Date     Condition        Report By
 DJ0949  HISTORY     - 1946     MONUMENTED       CGS
 DJ0949  HISTORY     - 1966     GOOD             MSHD
 DJ0949  HISTORY     - 1983     GOOD             NGS
 DJ0949
 DJ0949                          STATION DESCRIPTION
 DJ0949
 DJ0949'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0949'10.6 MI N FROM WEST POINT.
 DJ0949'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0949'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0949'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ0949'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ0949'2.9 MILES TO A NEW ROAD UNDER CONSTRUCTION ON THE RIGHT, TURN RIGHT
 DJ0949'(NORTH-NORTHEAST) AND CONTINUE ON THE NEW ROAD FOR 1.5 MILES TO A SIDE
 DJ0949'ROAD RIGHT, TURN RIGHT (SOUTH) AND CONTINUE ON AN ALL-WEATHER ROAD FOR
 DJ0949'0.65 MILE TO A SHARP CURVE EAST AND THE MARK ON THE RIGHT AS
 DJ0949'DESCRIBED.  IT IS 49 FEET EAST OF THE EAST RAIL, 46 FEET SOUTHWEST OF
 DJ0949'THE CENTER OF THE GRAVEL ROAD, 35.5 FEET NORTHEAST OF A TELEPHONE
 DJ0949'POLE, 3 FEET SOUTHEAST OF A FENCE CORNER, AND 1.8 FEET SOUTH OF A
 DJ0949'METAL WITNESS POST.
 DJ0949
 DJ0949                          STATION RECOVERY (1983)
 DJ0949
 DJ0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0949'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0467 ***********************************************************************
 EG0467  DESIGNATION -  F 128
 EG0467  PID         -  EG0467
 EG0467  STATE/COUNTY-  MS/LEE
 EG0467  USGS QUAD   -  VERONA (1986)
 EG0467
 EG0467                         *CURRENT SURVEY CONTROL
 EG0467  ___________________________________________________________________
 EG0467* NAD 83(1986)-  34 10 35.     (N)    088 42 56.     (W)     SCALED    
 EG0467* NAVD 88     -        85.942  (meters)     281.96   (feet)  POSTED    
 EG0467  ___________________________________________________________________
 EG0467  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EG0467  DYNAMIC HT  -          85.850 (meters)     281.66  (feet)  COMP
 EG0467  MODELED GRAV-     979,627.5   (mgal)                       NAVD 88
 EG0467
 EG0467  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EG0467
 EG0467.The horizontal coordinates were scaled from a topographic map and have
 EG0467.an estimated accuracy of +/- 6 seconds.
 EG0467
 EG0467.The orthometric height was determined by differential leveling
 EG0467.and adjusted by the  in 1992.
 EG0467.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EG0467.rate of 2.1 thru 3.0 mm/km.
 EG0467
 EG0467.The geoid height was determined by GEOID03.
 EG0467
 EG0467.The dynamic height is computed by dividing the NAVD 88
 EG0467.geopotential number by the normal gravity value computed on the
 EG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0467.degrees latitude (g = 980.6199 gals.).
 EG0467
 EG0467.The modeled gravity was interpolated from observed gravity values.
 EG0467
 EG0467;                    North         East    Units  Estimated Accuracy
 EG0467;SPC MS E     -   518,520.      310,860.      MT  (+/- 180 meters Scaled)
 EG0467
 EG0467                          SUPERSEDED SURVEY CONTROL
 EG0467
 EG0467  NGVD 29 (??/??/92)   85.88   (m)          281.8    (f) COMPUTED    1 2
 EG0467
 EG0467.Superseded values are not recommended for survey control.
 EG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0467.See file dsdata.txt to determine how the superseded data were derived.
 EG0467
 EG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC418830(NAD 83)
 EG0467_MARKER: DB = BENCH MARK DISK
 EG0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0467_STAMPING: F 128 1939
 EG0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0467+STABILITY: SURFACE MOTION
 EG0467
 EG0467  HISTORY     - Date     Condition        Report By
 EG0467  HISTORY     - 1939     MONUMENTED       CGS
 EG0467  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0467  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0467
 EG0467                          STATION DESCRIPTION
 EG0467
 EG0467'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0467'1.2 MI S FROM VERONA.
 EG0467'GO 1.2 MILES SOUTH ALONG THE GM AND O RAILROAD FROM THE STATION AT
 EG0467'VERONA, LEE COUNTY, 8 POLES SOUTH OF THE TRACK.  A STANDARD DISK
 EG0467'STAMPED F 128 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EG0467
 EG0467                          STATION RECOVERY (1983)
 EG0467
 EG0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0467'NOT RECOVERED, INACCESSIBLE TO LEVEL CREW, LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0787 ***********************************************************************
 BW0787  DESIGNATION -  F 129
 BW0787  PID         -  BW0787
 BW0787  STATE/COUNTY-  MS/ADAMS
 BW0787  USGS QUAD   -  SIBLEY (1988)
 BW0787
 BW0787                         *CURRENT SURVEY CONTROL
 BW0787  ___________________________________________________________________
 BW0787* NAD 83(1986)-  31 29 38.     (N)    091 29 42.     (W)     SCALED    
 BW0787* NAVD 88     -        20.52   (+/-2cm)      67.3    (feet)  VERTCON   
 BW0787  ___________________________________________________________________
 BW0787  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW0787  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0787
 BW0787.The horizontal coordinates were scaled from a topographic map and have
 BW0787.an estimated accuracy of +/- 6 seconds.
 BW0787
 BW0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0787.The vertical order pertains to the NGVD 29 superseded value.
 BW0787
 BW0787.The geoid height was determined by GEOID03.
 BW0787
 BW0787;                    North         East    Units  Estimated Accuracy
 BW0787;SPC MS W     -   221,620.      589,630.      MT  (+/- 180 meters Scaled)
 BW0787
 BW0787                          SUPERSEDED SURVEY CONTROL
 BW0787
 BW0787  NGVD 29 (??/??/92)   20.516  (m)           67.31   (f) ADJ UNCH    1 2
 BW0787
 BW0787.Superseded values are not recommended for survey control.
 BW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0787.See file dsdata.txt to determine how the superseded data were derived.
 BW0787
 BW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ429853(NAD 83)
 BW0787_MARKER: DB = BENCH MARK DISK
 BW0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0787_STAMPING: F 129 1938
 BW0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0787+STABILITY: SURFACE MOTION
 BW0787
 BW0787  HISTORY     - Date     Condition        Report By
 BW0787  HISTORY     - 1938     MONUMENTED       CGS
 BW0787  HISTORY     - 1940     GOOD             NGS
 BW0787  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW0787
 BW0787                          STATION DESCRIPTION
 BW0787
 BW0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BW0787'7 MI SW FROM NATCHEZ.
 BW0787'7 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW0787'MISSISSIPPI RIVER, 1-1/2 MILES NORTH OF FORD LANDING, 175 FEET
 BW0787'DOWNSTREAM FROM RANGE 714.0, 70 FEET NORTH OF THE NORTHWEST CORNER OF
 BW0787'A HOUSE, 50 FEET EAST ACROSS THE ROAD A GROUP OF SMALL WILLOW TREES
 BW0787'ALONG A DRY SLOUGH, AND 20 FEET EAST OF THE CENTERLINE OF A ROAD.  A
 BW0787'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES
 BW0787'ABOVE GROUND.
 BW0787
 BW0787                          STATION RECOVERY (1979)
 BW0787
 BW0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0219 ***********************************************************************
 BV0219  DESIGNATION -  F 13
 BV0219  PID         -  BV0219
 BV0219  STATE/COUNTY-  MS/PERRY
 BV0219  USGS QUAD   -  BEAUMONT (1982)
 BV0219
 BV0219                         *CURRENT SURVEY CONTROL
 BV0219  ___________________________________________________________________
 BV0219* NAD 83(1986)-  31 13 52.     (N)    088 54 52.     (W)     SCALED    
 BV0219* NAVD 88     -        37.849  (meters)     124.18   (feet)  ADJUSTED  
 BV0219  ___________________________________________________________________
 BV0219  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BV0219  DYNAMIC HT  -          37.802 (meters)     124.02  (feet)  COMP
 BV0219  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BV0219
 BV0219  VERT ORDER  -  FIRST     CLASS II
 BV0219
 BV0219.The horizontal coordinates were scaled from a topographic map and have
 BV0219.an estimated accuracy of +/- 6 seconds.
 BV0219
 BV0219.The orthometric height was determined by differential leveling
 BV0219.and adjusted in May 1996.
 BV0219
 BV0219.The geoid height was determined by GEOID03.
 BV0219
 BV0219.The dynamic height is computed by dividing the NAVD 88
 BV0219.geopotential number by the normal gravity value computed on the
 BV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0219.degrees latitude (g = 980.6199 gals.).
 BV0219
 BV0219.The modeled gravity was interpolated from observed gravity values.
 BV0219
 BV0219;                    North         East    Units  Estimated Accuracy
 BV0219;SPC MS E     -   191,900.      292,270.      MT  (+/- 180 meters Scaled)
 BV0219
 BV0219                          SUPERSEDED SURVEY CONTROL
 BV0219
 BV0219  NGVD 29 (??/??/92)   37.860  (m)          124.21   (f) ADJ UNCH    1 2
 BV0219
 BV0219.Superseded values are not recommended for survey control.
 BV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0219.See file dsdata.txt to determine how the superseded data were derived.
 BV0219
 BV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV176567(NAD 83)
 BV0219_MARKER: DB = BENCH MARK DISK
 BV0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0219_SP_SET: CONCRETE POST
 BV0219_STAMPING: F 13 1934
 BV0219_MARK LOGO: CGS   
 BV0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0219+STABILITY: SURFACE MOTION
 BV0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0219+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV0219
 BV0219  HISTORY     - Date     Condition        Report By
 BV0219  HISTORY     - 1934     MONUMENTED       CGS
 BV0219  HISTORY     - 1964     GOOD             MSHD
 BV0219  HISTORY     - 19870203 GOOD             MSHD
 BV0219
 BV0219                          STATION DESCRIPTION
 BV0219
 BV0219'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0219'2.40 MI S FROM HINTONVILLE.
 BV0219'FROM THE RAILROAD CROSSING WITH A GRAVEL ROAD IN HINTONVILLE, GO SOUTH
 BV0219'ON HIGHWAY 15 FOR 2.15 MILES TO A DRIVEWAY ON THE LEFT AND A HOUSE ON
 BV0219'THE LEFT, TURN LEFT, EAST AND FOLLOW TRACK ROAD ACROSS AN OPEN FIELD
 BV0219'FOR 0.25 MILE TO THE RAILROAD AND THE MARK IN THE SOUTHEAST ANGLE.
 BV0219'STANDARD DISK IN CONCRETE POST.
 BV0219
 BV0219                          STATION RECOVERY (1987)
 BV0219
 BV0219'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0219'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0219'MARK IS LOCATED 7.08 KM (4.40 MI) NORTH OF BEAUMONT IN THE SOUTHEAST
 BV0219'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH AN ABANDONED RAILROAD
 BV0219'BED, 12.87 KM (8.00 MI) SOUTH OF RICHTON, 3.22 KM (2.00 MI) SOUTH OF
 BV0219'THE CROSSROAD AT HINTONVILLE IN SECTION 8, T3N, R9W.  TO REACH FROM
 BV0219'THE JUNCTION OF STATE HIGHWAYS 15 AND U.S. 98 IN BEAUMONT, GO NORTH ON
 BV0219'HIGHWAY 15 FOR 7.32 KM (4.55 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BV0219'GO EAST ON A GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE CROSSING OF THE
 BV0219'OLD ABANDONED RAILROAD BED, TURN LEFT AND GO NORTH ON THE ABANDONED
 BV0219'RAILROAD BED FOR 0.24 KM (0.15 MI) TO A PRIVATE ROAD CROSSING AND THE
 BV0219'MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 BV0219'CONCRETE POST PROJECTING 4 INCHES.  IT IS 14.02 M (46.0 FT) EAST OF
 BV0219'THE CENTER OF THE OLD RAILROAD BED, 8.53 M (28.0 FT) NORTH OF A 36
 BV0219'INCH OAK, 3.35 M (11.0 FT) SOUTH OF THE CENTER OF THE PRIVATE ROAD,
 BV0219'1.47 M (4.8 FT) WEST OF A FENCE AND 0.3 M (1.0 FT) EAST OF A WITNESS
 BV0219'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1354 ***********************************************************************
 BW1354  DESIGNATION -  F 130
 BW1354  PID         -  BW1354
 BW1354  STATE/COUNTY-  MS/ADAMS
 BW1354  USGS QUAD   -  LAKE MARY (1965)
 BW1354
 BW1354                         *CURRENT SURVEY CONTROL
 BW1354  ___________________________________________________________________
 BW1354* NAD 83(1986)-  31 14 01.     (N)    091 34 05.     (W)     SCALED    
 BW1354* NAVD 88     -        16.36   (+/-2cm)      53.7    (feet)  VERTCON   
 BW1354  ___________________________________________________________________
 BW1354  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BW1354  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1354
 BW1354.The horizontal coordinates were scaled from a topographic map and have
 BW1354.an estimated accuracy of +/- 6 seconds.
 BW1354
 BW1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1354.The vertical order pertains to the NGVD 29 superseded value.
 BW1354
 BW1354.The geoid height was determined by GEOID03.
 BW1354
 BW1354;                    North         East    Units  Estimated Accuracy
 BW1354;SPC MS W     -   192,830.      582,370.      MT  (+/- 180 meters Scaled)
 BW1354
 BW1354                          SUPERSEDED SURVEY CONTROL
 BW1354
 BW1354  NGVD 29 (??/??/92)   16.338  (m)           53.60   (f) ADJ UNCH    1 2
 BW1354
 BW1354.Superseded values are not recommended for survey control.
 BW1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1354.See file dsdata.txt to determine how the superseded data were derived.
 BW1354
 BW1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ363563(NAD 83)
 BW1354_MARKER: DB = BENCH MARK DISK
 BW1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1354_STAMPING: F 130 1938
 BW1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1354+STABILITY: SURFACE MOTION
 BW1354
 BW1354  HISTORY     - Date     Condition        Report By
 BW1354  HISTORY     - 1938     MONUMENTED       CGS
 BW1354  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1354
 BW1354                          STATION DESCRIPTION
 BW1354
 BW1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1354'10.25 MI N FROM FORT ADAMS.
 BW1354'10-1/4 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY, ON THE EAST BANK
 BW1354'OF MISSISSIPPI RIVER, 3 MILES UPSTREAM FROM A BRIDGE OVER THE NARROWS,
 BW1354'1 MILE DOWNSTREAM FROM A CANAL RUNNING INTO LAKE MARY, 2000 FEET
 BW1354'RIVERSIDE OF A ROAD ALONG THE TOP BANK OF THE LAKE, IN A WOODS, 100
 BW1354'FEET WEST OF A BLAZED 12-INCH ASH TREE, AND 5 FEET LAKESIDE OF A
 BW1354'DOUBLE ASH TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 BW1354
 BW1354                          STATION RECOVERY (1979)
 BW1354
 BW1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0761 ***********************************************************************
 EG0761  DESIGNATION -  F 131
 EG0761  PID         -  EG0761
 EG0761  STATE/COUNTY-  MS/PRENTISS
 EG0761  USGS QUAD   -  BOONEVILLE (1973)
 EG0761
 EG0761                         *CURRENT SURVEY CONTROL
 EG0761  ___________________________________________________________________
 EG0761* NAD 83(1986)-  34 38 38.     (N)    088 34 13.     (W)     SCALED    
 EG0761* NAVD 88     -       146.394  (meters)     480.29   (feet)  POSTED    
 EG0761  ___________________________________________________________________
 EG0761  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0761  DYNAMIC HT  -         146.250 (meters)     479.82  (feet)  COMP
 EG0761  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 EG0761
 EG0761  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0761
 EG0761.The horizontal coordinates were scaled from a topographic map and have
 EG0761.an estimated accuracy of +/- 6 seconds.
 EG0761
 EG0761.The orthometric height was determined by differential leveling
 EG0761.and adjusted by the  in 1992.
 EG0761.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0761.rate of 0.0 thru 1.0 mm/km.
 EG0761
 EG0761.The geoid height was determined by GEOID03.
 EG0761
 EG0761.The dynamic height is computed by dividing the NAVD 88
 EG0761.geopotential number by the normal gravity value computed on the
 EG0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0761.degrees latitude (g = 980.6199 gals.).
 EG0761
 EG0761.The modeled gravity was interpolated from observed gravity values.
 EG0761
 EG0761;                    North         East    Units  Estimated Accuracy
 EG0761;SPC MS E     -   570,400.      324,120.      MT  (+/- 180 meters Scaled)
 EG0761
 EG0761                          SUPERSEDED SURVEY CONTROL
 EG0761
 EG0761  NGVD 29 (??/??/92)  146.331  (m)          480.09   (f) ADJ UNCH    1 2
 EG0761
 EG0761.Superseded values are not recommended for survey control.
 EG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0761.See file dsdata.txt to determine how the superseded data were derived.
 EG0761
 EG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD560346(NAD 83)
 EG0761_MARKER: DB = BENCH MARK DISK
 EG0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0761_STAMPING: F 131 1939
 EG0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0761+STABILITY: SURFACE MOTION
 EG0761
 EG0761  HISTORY     - Date     Condition        Report By
 EG0761  HISTORY     - 1939     MONUMENTED       CGS
 EG0761  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0761  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0761  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0761
 EG0761                          STATION DESCRIPTION
 EG0761
 EG0761'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0761'0.9 MI S FROM BOONEVILLE.
 EG0761'0.9 MILE SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 EG0761'STATION AT BOONEVILLE, PRENTISS COUNTY, 300 FEET NORTH OF A
 EG0761'STATION-ONE-MILE SIGN, 30 FEET SOUTH OF AN OLD ROAD CROSSING, AND 25
 EG0761'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F
 EG0761'131 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EG0761
 EG0761                          STATION RECOVERY (1979)
 EG0761
 EG0761'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0761'MARK NOT FOUND.
 EG0761
 EG0761                          STATION RECOVERY (1983)
 EG0761
 EG0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0761'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0273 ***********************************************************************
 EH0273  DESIGNATION -  F 133
 EH0273  PID         -  EH0273
 EH0273  STATE/COUNTY-  MS/QUITMAN
 EH0273  USGS QUAD   -  LAMBERT (1967)
 EH0273
 EH0273                         *CURRENT SURVEY CONTROL
 EH0273  ___________________________________________________________________
 EH0273* NAD 83(1986)-  34 09 10.     (N)    090 18 30.     (W)     SCALED    
 EH0273* NAVD 88     -        47.911  (meters)     157.19   (feet)  ADJUSTED  
 EH0273  ___________________________________________________________________
 EH0273  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EH0273  DYNAMIC HT  -          47.865 (meters)     157.04  (feet)  COMP
 EH0273  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 EH0273
 EH0273  VERT ORDER  -  FIRST     CLASS II
 EH0273
 EH0273.The horizontal coordinates were scaled from a topographic map and have
 EH0273.an estimated accuracy of +/- 6 seconds.
 EH0273
 EH0273.The orthometric height was determined by differential leveling
 EH0273.and adjusted in June 1991.
 EH0273
 EH0273.The geoid height was determined by GEOID03.
 EH0273
 EH0273.The dynamic height is computed by dividing the NAVD 88
 EH0273.geopotential number by the normal gravity value computed on the
 EH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0273.degrees latitude (g = 980.6199 gals.).
 EH0273
 EH0273.The modeled gravity was interpolated from observed gravity values.
 EH0273
 EH0273;                    North         East    Units  Estimated Accuracy
 EH0273;SPC MS W     -   515,890.      702,310.      MT  (+/- 180 meters Scaled)
 EH0273
 EH0273                          SUPERSEDED SURVEY CONTROL
 EH0273
 EH0273  NGVD 29 (??/??/??)   47.948  (m)          157.31   (f) ADJUSTED    1 2
 EH0273
 EH0273.Superseded values are not recommended for survey control.
 EH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0273.See file dsdata.txt to determine how the superseded data were derived.
 EH0273
 EH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT481823(NAD 83)
 EH0273_MARKER: DB = BENCH MARK DISK
 EH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0273_STAMPING: F-133 1939
 EH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0273+STABILITY: SURFACE MOTION
 EH0273
 EH0273  HISTORY     - Date     Condition        Report By
 EH0273  HISTORY     - 1939     MONUMENTED       CGS
 EH0273  HISTORY     - 1967     MARK NOT FOUND   USGS
 EH0273  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EH0273  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0273
 EH0273                          STATION DESCRIPTION
 EH0273
 EH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0273'3.8 MI SW FROM LAMBERT.
 EH0273'140 FEET WEST OF CENTERLINE OF GRAVEL ROAD AT SHARP TURN IN ROAD 0.2
 EH0273'MILE SOUTH OF SIDE ROAD LEADING TO PENAL FARM.  2 FEET SOUTHEAST OF
 EH0273'FENCE AROUND SMALL HOUSE ON SIDE ROAD ALONG SMALL STREAM.  NOTE-- AREA
 EH0273'IS NOW UNDER CULTIVATION.
 EH0273'1977 MSHD REPORT--A NEW HIGHWAY HAS BEEN BUILT SINCE THE ORIGINAL
 EH0273'DESCRIPTION.
 EH0273
 EH0273                          STATION RECOVERY (1967)
 EH0273
 EH0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EH0273'MARK NOT FOUND.
 EH0273
 EH0273                          STATION RECOVERY (1977)
 EH0273
 EH0273'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0273'MARK NOT FOUND.
 EH0273
 EH0273                          STATION RECOVERY (2008)
 EH0273
 EH0273'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0813 ***********************************************************************
 BH0813  DESIGNATION -  F 135
 BH0813  PID         -  BH0813
 BH0813  STATE/COUNTY-  MS/HARRISON
 BH0813  USGS QUAD   -  WORTHAM (1983)
 BH0813
 BH0813                         *CURRENT SURVEY CONTROL
 BH0813  ___________________________________________________________________
 BH0813* NAD 83(1986)-  30 36 42.     (N)    089 10 03.     (W)     SCALED    
 BH0813* NAVD 88     -        42.03   (+/-2cm)     137.9    (feet)  VERTCON   
 BH0813  ___________________________________________________________________
 BH0813  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0813
 BH0813.The horizontal coordinates were scaled from a topographic map and have
 BH0813.an estimated accuracy of +/- 6 seconds.
 BH0813
 BH0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0813.The vertical order pertains to the NGVD 29 superseded value.
 BH0813
 BH0813.The geoid height was determined by GEOID03.
 BH0813
 BH0813;                    North         East    Units  Estimated Accuracy
 BH0813;SPC MS E     -   123,270.      267,960.      MT  (+/- 180 meters Scaled)
 BH0813
 BH0813                          SUPERSEDED SURVEY CONTROL
 BH0813
 BH0813  NGVD 29 (??/??/??)   42.037  (m)          137.92   (f) ADJUSTED    2 0
 BH0813
 BH0813.Superseded values are not recommended for survey control.
 BH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0813.See file dsdata.txt to determine how the superseded data were derived.
 BH0813
 BH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU922885(NAD 83)
 BH0813_MARKER: DB = BENCH MARK DISK
 BH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0813_STAMPING: F 135 1943
 BH0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0813+STABILITY: SURFACE MOTION
 BH0813
 BH0813  HISTORY     - Date     Condition        Report By
 BH0813  HISTORY     - 1943     MONUMENTED       CGS
 BH0813  HISTORY     - 1972     GOOD             MSHD
 BH0813
 BH0813                          STATION DESCRIPTION
 BH0813
 BH0813'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0813'2.5 MI SW FROM SAUCIER.
 BH0813'THE MARK IS LOCATED 2.5 MILES SOUTHWEST OF SAUCIER IN THE EAST ANGLE
 BH0813'OF A JUNCTION IN THE NORTHWEST 1/4 OF SECTION 14, T 5S, R 12W.  IT IS
 BH0813'36 FEET SOUTHEAST OF THE CENTER OF A BLACK TOP ROAD, 44 FEET NORTHEAST
 BH0813'OF THE CENTER OF A GRAVELED ROAD, 85 FEET NORTHEAST OF A UTILITY POLE,
 BH0813'9 FEET SOUTHEAST OF AN ANGLING FENCE CORNER, 15 FEET NORTHEAST OF THE
 BH0813'CENTER OF A GATE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN THE
 BH0813'TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROADS AND
 BH0813'PROJECTS 2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN SAUCIER GO
 BH0813'SOUTH ON A BLACK TOP ROAD FOR 0.5 MILES TO A SIDE ROAD RIGHT. TURN
 BH0813'RIGHT AND GO WEST ON A BLACK TOP ROAD FOR 2.3 MILES TO A SIDE ROAD AND
 BH0813'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1009 ***********************************************************************
 BH1009  DESIGNATION -  F 136 RESET 1974
 BH1009  PID         -  BH1009
 BH1009  STATE/COUNTY-  MS/HANCOCK
 BH1009  USGS QUAD   -  KILN (1976)
 BH1009
 BH1009                         *CURRENT SURVEY CONTROL
 BH1009  ___________________________________________________________________
 BH1009* NAD 83(1986)-  30 24 30.     (N)    089 23 59.     (W)     SCALED    
 BH1009* NAVD 88     -         6.47   (+/-2cm)      21.2    (feet)  VERTCON   
 BH1009  ___________________________________________________________________
 BH1009  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BH1009  VERT ORDER  -  THIRD (See Below)
 BH1009
 BH1009.The horizontal coordinates were scaled from a topographic map and have
 BH1009.an estimated accuracy of +/- 6 seconds.
 BH1009
 BH1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1009.The vertical order pertains to the NGVD 29 superseded value.
 BH1009
 BH1009.The geoid height was determined by GEOID03.
 BH1009
 BH1009;                    North         East    Units  Estimated Accuracy
 BH1009;SPC MS E     -   100,820.      245,580.      MT  (+/- 180 meters Scaled)
 BH1009
 BH1009                          SUPERSEDED SURVEY CONTROL
 BH1009
 BH1009  NGVD 29 (??/??/??)    6.53   (m)           21.4    (f) RESET       3  
 BH1009
 BH1009.Superseded values are not recommended for survey control.
 BH1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1009.See file dsdata.txt to determine how the superseded data were derived.
 BH1009
 BH1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU694664(NAD 83)
 BH1009_MARKER: DB = BENCH MARK DISK
 BH1009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1009_SP_SET: CULVERT
 BH1009_STAMPING: F 136 RESET 1974
 BH1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1009
 BH1009  HISTORY     - Date     Condition        Report By
 BH1009  HISTORY     - 1974     MONUMENTED       NGS
 BH1009  HISTORY     - 1989     GOOD             USPSQD
 BH1009
 BH1009                          STATION DESCRIPTION
 BH1009
 BH1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BH1009'1.2 MI E FROM KILN.
 BH1009'LOCATED 1.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE ANNUNCIATION
 BH1009'SCHOOL IN KILN, 64 FEET SOUTH OF THE CENTER OF THE ROAD, 1.5 FEET EAST
 BH1009'OF POWER POLE NO. K 153 1/2/45 AND 1 FOOT WEST OF A METAL WITNESS
 BH1009'POST.  IT IS A SHORT ROD TYPE MARK PROJECTING 4 INCHES.
 BH1009
 BH1009                          STATION RECOVERY (1989)
 BH1009
 BH1009'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR)
 BH1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1411 ***********************************************************************
 BH1411  DESIGNATION -  F 137
 BH1411  PID         -  BH1411
 BH1411  STATE/COUNTY-  MS/HANCOCK
 BH1411  USGS QUAD   -  NECAISE (1982)
 BH1411
 BH1411                         *CURRENT SURVEY CONTROL
 BH1411  ___________________________________________________________________
 BH1411* NAD 83(1986)-  30 31 33.     (N)    089 29 54.     (W)     SCALED    
 BH1411* NAVD 88     -        31.43   (+/-2cm)     103.1    (feet)  VERTCON   
 BH1411  ___________________________________________________________________
 BH1411  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BH1411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1411
 BH1411.The horizontal coordinates were scaled from a topographic map and have
 BH1411.an estimated accuracy of +/- 6 seconds.
 BH1411
 BH1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1411.The vertical order pertains to the NGVD 29 superseded value.
 BH1411
 BH1411.The geoid height was determined by GEOID03.
 BH1411
 BH1411;                    North         East    Units  Estimated Accuracy
 BH1411;SPC MS E     -   113,900.      236,180.      MT  (+/- 180 meters Scaled)
 BH1411
 BH1411                          SUPERSEDED SURVEY CONTROL
 BH1411
 BH1411  NGVD 29 (??/??/??)   31.503  (m)          103.36   (f) ADJUSTED    2 0
 BH1411
 BH1411.Superseded values are not recommended for survey control.
 BH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1411.See file dsdata.txt to determine how the superseded data were derived.
 BH1411
 BH1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU602797(NAD 83)
 BH1411_MARKER: DB = BENCH MARK DISK
 BH1411_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BH1411_SP_SET: PREFAB CONC. POST IN EARTH
 BH1411_STAMPING: F 137 1943
 BH1411_MARK LOGO: CGS   
 BH1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1411+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1993
 BH1411
 BH1411  HISTORY     - Date     Condition        Report By
 BH1411  HISTORY     - 1943     MONUMENTED       CGS
 BH1411  HISTORY     - 1972     POOR             MSHD
 BH1411  HISTORY     - 19930311 GOOD             NGS
 BH1411
 BH1411                          STATION DESCRIPTION
 BH1411
 BH1411'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1411'9.1 MI NW FROM KILN.
 BH1411'THE MARK IS LOCATED 9.1 MILES NORTHWEST OF KILN NEAR THE CENTER AND
 BH1411'OUTSIDE OF A CURVE IN A BLACK TOP ROAD, 10.8 MILES EAST OF PICAYUNE,
 BH1411'4.9 MILES SOUTHEAST OF THE COMMUNITY OF CAESAR IN THE NORTHEAST 1/4 OF
 BH1411'SECTION 16, T 6S, R 15W.  IT IS 46 FEET EAST-NORTHEAST OF THE CENTER
 BH1411'OF A BLACK TOP ROAD, 85 FEET SOUTHEAST OF TELEPHONE NO 16, 30 FEET
 BH1411'WEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET
 BH1411'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD
 BH1411'AND PROJECTS 5 INCHES.  TO REACH FROM THE U.S. POST OFFICE AT KILN GO
 BH1411'EAST AND NORTH ON STATE HIGHWAY 603 AND 43 FOR 2.1 MILES TO THE
 BH1411'JUNCTION OF STATE HIGHWAY 43.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 BH1411'43 FOR 7.3 MILES TO A SIDE ROAD RIGHT JUST BEYOND A CONCRETE BRIDGE.
 BH1411'TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD FOR 1.3 MILES TO THE MARK
 BH1411'ON THE RIGHT.  NOTE-- THE MARK WAS FOUND TO BE LOOSE IN THE HOLE AND
 BH1411'SHOULD BE USED WITH CAUTION.
 BH1411
 BH1411                          STATION RECOVERY (1993)
 BH1411
 BH1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1411'29.9 KM (18.55 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH1411'OF U.S. HIGHWAY 90 IN WAVELAND, THENCE 2.0 KM (1.25 MI) NORTHERLY
 BH1411'ALONG LEETOWN ROAD, 14.0 M (45.9 FT) NORTHEAST OF AND LEVEL WITH THE
 BH1411'ROAD CENTER, 5.0 M (16.4 FT) NORTH OF A LONE 12-INCH PINE TREE, 2.6 M
 BH1411'(8.5 FT) SOUTHWEST OF A FENCE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS
 BH1411'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 BH1411'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1278 ***********************************************************************
 BH1278  DESIGNATION -  F 139
 BH1278  PID         -  BH1278
 BH1278  STATE/COUNTY-  MS/PEARL RIVER
 BH1278  USGS QUAD   -  PICAYUNE (1985)
 BH1278
 BH1278                         *CURRENT SURVEY CONTROL
 BH1278  ___________________________________________________________________
 BH1278* NAD 83(1986)-  30 34 25.     (N)    089 44 46.     (W)     SCALED    
 BH1278* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 BH1278  ___________________________________________________________________
 BH1278  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH1278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1278
 BH1278.The horizontal coordinates were scaled from a topographic map and have
 BH1278.an estimated accuracy of +/- 6 seconds.
 BH1278
 BH1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1278.The vertical order pertains to the NGVD 29 superseded value.
 BH1278
 BH1278.The geoid height was determined by GEOID03.
 BH1278
 BH1278;                    North         East    Units  Estimated Accuracy
 BH1278;SPC MS E     -   119,360.      212,440.      MT  (+/- 180 meters Scaled)
 BH1278
 BH1278                          SUPERSEDED SURVEY CONTROL
 BH1278
 BH1278  NGVD 29 (??/??/??)   18.672  (m)           61.26   (f) ADJUSTED    2 0
 BH1278
 BH1278.Superseded values are not recommended for survey control.
 BH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1278.See file dsdata.txt to determine how the superseded data were derived.
 BH1278
 BH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU366855(NAD 83)
 BH1278_MARKER: DB = BENCH MARK DISK
 BH1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1278_STAMPING: F 139 1943
 BH1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1278+STABILITY: SURFACE MOTION
 BH1278
 BH1278  HISTORY     - Date     Condition        Report By
 BH1278  HISTORY     - 1943     MONUMENTED       CGS
 BH1278  HISTORY     - 1958     GOOD             CGS
 BH1278  HISTORY     - 1970     GOOD             NGS
 BH1278
 BH1278                          STATION DESCRIPTION
 BH1278
 BH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH1278'5.85 MI NW FROM PICAYUNE.
 BH1278'LOCATED 5.85 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM THE SOUTHERN
 BH1278'RAILROAD STATION IN PICAYUNE, TO A POINT WHERE STATE HIGHWAY 43 BEARS
 BH1278'NORTHWEST, A SIDE ROAD CONTINUES WEST AND A SIDE ROAD LEADS SOUTH,
 BH1278'FORMING A SMALL TRIANGLE.  THE MARK IS IN THE SOUTH EAST ANGLE OF THE
 BH1278'JUNCTION OF THE SIDEROAD LEADING SOUTH AND THE ONE LEADING WEST AT THE
 BH1278'SOUTH EDGE OF THE TRIANGLE.  IT IS 24 FEET EAST OF THE NORTH-SOUTH
 BH1278'GRAVELED ROAD, 40 FEET SOUTH OF THE EAST-WEST ROAD, 118 FEET SOUTHWEST
 BH1278'OF THE CENTER OF STATE HIGHWAY 43 AT THE MIDDLE OF THE CURVE, 45 FEET
 BH1278'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE CROSS ROADS, 44
 BH1278'FEET EAST OF A POWER POLE NO. C 62/1L AND 54 FEET WEST OF A LONE
 BH1278'18-INCH LIVE OAK TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BH1278'6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH
 BH1278'THE ROADS.  THIS MARK IS 4.2 MILES SOUTHEAST OF CYBUR.
 BH1278
 BH1278                          STATION RECOVERY (1970)
 BH1278
 BH1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0358 ***********************************************************************
 BV0358  DESIGNATION -  F 14
 BV0358  PID         -  BV0358
 BV0358  STATE/COUNTY-  MS/WAYNE
 BV0358  USGS QUAD   -  WATER OAK (1964)
 BV0358
 BV0358                         *CURRENT SURVEY CONTROL
 BV0358  ___________________________________________________________________
 BV0358* NAD 83(1986)-  31 30 02.     (N)    088 45 50.     (W)     SCALED    
 BV0358* NAVD 88     -        77.02   (+/-2cm)     252.7    (feet)  VERTCON   
 BV0358  ___________________________________________________________________
 BV0358  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BV0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0358
 BV0358.The horizontal coordinates were scaled from a topographic map and have
 BV0358.an estimated accuracy of +/- 6 seconds.
 BV0358
 BV0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0358.The vertical order pertains to the NGVD 29 superseded value.
 BV0358
 BV0358.The geoid height was determined by GEOID03.
 BV0358
 BV0358;                    North         East    Units  Estimated Accuracy
 BV0358;SPC MS E     -   221,780.      306,600.      MT  (+/- 180 meters Scaled)
 BV0358
 BV0358                          SUPERSEDED SURVEY CONTROL
 BV0358
 BV0358  NGVD 29 (??/??/92)   77.000  (m)          252.62   (f) ADJ UNCH    1 2
 BV0358
 BV0358.Superseded values are not recommended for survey control.
 BV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0358.See file dsdata.txt to determine how the superseded data were derived.
 BV0358
 BV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV324864(NAD 83)
 BV0358_MARKER: DB = BENCH MARK DISK
 BV0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0358_SP_SET: CONCRETE POST
 BV0358_STAMPING: F 14 1934
 BV0358_MARK LOGO: CGS   
 BV0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0358+STABILITY: SURFACE MOTION
 BV0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0358+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 BV0358
 BV0358  HISTORY     - Date     Condition        Report By
 BV0358  HISTORY     - 1934     MONUMENTED       CGS
 BV0358  HISTORY     - 1966     GOOD             MSHD
 BV0358  HISTORY     - 19910730 GOOD             MSHD
 BV0358
 BV0358                          STATION DESCRIPTION
 BV0358
 BV0358'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0358'12.45 MI N FROM SAND HILL.
 BV0358'TO REACH FROM THE U.S. POST OFFICE IN RICHTON GO NORTH ON HIGHWAY 15
 BV0358'FOR 0.3 MILES TO HIGHWAY 42, TURN RIGHT AND GO 11.5 MILES TO THE
 BV0358'INTERSECTION OF HIGHWAY 63, CONTINUE NORTH ON HIGHWAY 63 FOR 12.45
 BV0358'MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 133 PACES SOUTH OF
 BV0358'DESOTO NATIONAL FOREST ROAD NO. 207, 75 FEET WEST OF THE CENTER OF
 BV0358'HIGHWAY 63, 24 FEET NORTHEAST OF A 12 INCH OAK, 23 FEET EAST OF A
 BV0358'FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK IS SET IN
 BV0358'THE TOP OF A 8 INCH SQUARE CONCRETE POST.  NOTE-- THIS MARK IS IN
 BV0358'WAYNE COUNTY INSTEAD OF GREENE.
 BV0358
 BV0358                          STATION RECOVERY (1991)
 BV0358
 BV0358'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0358'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF CLARA, ON THE
 BV0358'WEST R.O.W. OF STATE HIGHWAY 63, JUST SOUTH OF THE INTERSECTION OF
 BV0358'PINE GROVE ROAD, 10.7 MI (17.2 KM) NORTH OF SAND HILL AND IS IN
 BV0358'SECTION 11, T 6N, R 8N.
 BV0358'TO REACH FROM THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV0358'63 FOR 8.45 MI (13.60 KM) TO THE MARK ON THE RIGHT JUST BEYOND A
 BV0358'CROSSROAD.
 BV0358'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0358'ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 5
 BV0358'INCHES, 374.0 FT (114.0 M) SOUTH OF THE CENTER OF PINE GROVE ROAD,
 BV0358'71.5 FT (21.8 M) WEST OF THE CENTER OF HIGHWAY 63, 40.5 FT (12.3 M)
 BV0358'EAST OF A 15 INCH OAK, 23.5 FT (7.2 M) NORTHEAST OF AN 18 INCH OAK,
 BV0358'23.0 FT (7.0 M) EAST OF A FENCE AND 1.0 FT (0.3 M) WEST OF A METAL
 BV0358'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0757 ***********************************************************************
 BV0757  DESIGNATION -  F 142 RESET 1958
 BV0757  PID         -  BV0757
 BV0757  STATE/COUNTY-  MS/PERRY
 BV0757  USGS QUAD   -  BROOKLYN (1983)
 BV0757
 BV0757                         *CURRENT SURVEY CONTROL
 BV0757  ___________________________________________________________________
 BV0757* NAD 83(1986)-  31 03 28.     (N)    089 07 43.     (W)     SCALED    
 BV0757* NAVD 88     -        42.29   (+/-2cm)     138.7    (feet)  VERTCON   
 BV0757  ___________________________________________________________________
 BV0757  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV0757  VERT ORDER  -  THIRD (See Below)
 BV0757
 BV0757.The horizontal coordinates were scaled from a topographic map and have
 BV0757.an estimated accuracy of +/- 6 seconds.
 BV0757
 BV0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0757.The vertical order pertains to the NGVD 29 superseded value.
 BV0757
 BV0757.The geoid height was determined by GEOID03.
 BV0757
 BV0757;                    North         East    Units  Estimated Accuracy
 BV0757;SPC MS E     -   172,720.      271,820.      MT  (+/- 180 meters Scaled)
 BV0757
 BV0757                          SUPERSEDED SURVEY CONTROL
 BV0757
 BV0757  NGVD 29 (08/12/04)   42.31   (m)          138.8    (f) RESET       3  
 BV0757
 BV0757.Superseded values are not recommended for survey control.
 BV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0757.See file dsdata.txt to determine how the superseded data were derived.
 BV0757
 BV0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV968379(NAD 83)
 BV0757_MARKER: DB = BENCH MARK DISK
 BV0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0757_STAMPING: F 142 RESET 1958
 BV0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0757+STABILITY: SURFACE MOTION
 BV0757
 BV0757  HISTORY     - Date     Condition        Report By
 BV0757  HISTORY     - 1958     MONUMENTED       CGS
 BV0757
 BV0757                          STATION DESCRIPTION
 BV0757
 BV0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BV0757'4.25 MI E FROM BROOKLYN.
 BV0757'LOCATED 4.25 MILES EAST ALONG THE BROOKLYN-MCLAIN ROAD FROM THE POST
 BV0757'OFFICE AT BROOKLYN, IN THE FRONT YARD OF AN UNPAINTED HOUSE WHICH IS
 BV0757'NORTH AND ACROSS THE ROAD FROM AN OLD BARN.  IT IS 30 FEET NORTH OF
 BV0757'THE CENTER OF THE ROAD, 25 FEET EAST OF A 3-FOOT OAK TREE, 37 FEET
 BV0757'SOUTHEAST CORNER OF THE HOUSE, 30.5 FEET SOUTHEAST OF THE SOUTHWEST
 BV0757'CORNER OF THE HOUSE, 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BV0757'BARN, 1 FOOT SOUTH OF A FENCE LINE, AND 4 FEET WEST OF THE WEST SIDE
 BV0757'OF A GATE LEADING TO THE HOUSE.  IT IS A STANDARD DISK SET IN THE TOP
 BV0757'OF A 10-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL
 BV0757'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0503 ***********************************************************************
 BH0503  DESIGNATION -  F 143
 BH0503  PID         -  BH0503
 BH0503  STATE/COUNTY-  MS/STONE
 BH0503  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0503
 BH0503                         *CURRENT SURVEY CONTROL
 BH0503  ___________________________________________________________________
 BH0503* NAD 83(1986)-  30 48 19.     (N)    088 54 14.     (W)     SCALED    
 BH0503* NAVD 88     -        39.62   (+/-2cm)     130.0    (feet)  VERTCON   
 BH0503  ___________________________________________________________________
 BH0503  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BH0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0503
 BH0503.The horizontal coordinates were scaled from a topographic map and have
 BH0503.an estimated accuracy of +/- 6 seconds.
 BH0503
 BH0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0503.The vertical order pertains to the NGVD 29 superseded value.
 BH0503
 BH0503.The geoid height was determined by GEOID03.
 BH0503
 BH0503;                    North         East    Units  Estimated Accuracy
 BH0503;SPC MS E     -   144,690.      293,250.      MT  (+/- 180 meters Scaled)
 BH0503
 BH0503                          SUPERSEDED SURVEY CONTROL
 BH0503
 BH0503  NGVD 29 (??/??/??)   39.617  (m)          129.98   (f) ADJUSTED    2 0
 BH0503
 BH0503.Superseded values are not recommended for survey control.
 BH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0503.See file dsdata.txt to determine how the superseded data were derived.
 BH0503
 BH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV178095(NAD 83)
 BH0503_MARKER: DB = BENCH MARK DISK
 BH0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0503_STAMPING: F 143 1943
 BH0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0503+STABILITY: SURFACE MOTION
 BH0503
 BH0503  HISTORY     - Date     Condition        Report By
 BH0503  HISTORY     - 1943     MONUMENTED       CGS
 BH0503  HISTORY     - 1971     GOOD             MSHD
 BH0503
 BH0503                          STATION DESCRIPTION
 BH0503
 BH0503'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0503'14.4 MI SE FROM WIGGINS.
 BH0503'THE MARK IS LOCATED 14.4 MILES SOUTHEAST OF WIGGINS AT A PRIVATE ROAD
 BH0503'LEADING TO W.O. WHITTINGTON HOUSE, 14 MILES EAST-NORTHEAST OF
 BH0503'PERKINSTON, 0.9 MILES SOUTH OF THE NEW ZION METHODIST CHURCH IN THE
 BH0503'NORTHEAST 1/4 OF SECTION 8 T 3S, R 9W.  IT IS 425 FEET NORTHEAST OF
 BH0503'THE FARM HOUSE OF W.O. WHITTINGTON, 29 FEET SOUTHWEST OF THE CENTER OF
 BH0503'A GRAVELED ROAD, 20 FEET NORTH OF THE CENTER OF A DRIVEWAY, 12 FEET
 BH0503'SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER, 1 FOOT WEST OF A METAL
 BH0503'WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 18
 BH0503'INCHES ABOVE THE LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. TO
 BH0503'REACH FROM THE STONE JUNIOR HIGH SCHOOL 0.5 MILES EAST OF WIGGINS GO
 BH0503'EAST ON STATE HIGHWAY 26 FOR 8.3 MILES TO THE INTERSECTION OF STATE
 BH0503'HIGHWAY 15.  CONTINUE EAST ON STATE HIGHWAY 26 FOR 3.3 MILES TO A
 BH0503'CROSSROAD.  TURN RIGHT AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.9
 BH0503'MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHEAST ON A GRAVELED ROAD FOR
 BH0503'0.6 MILES TO A PRIVATE ROAD AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0828 ***********************************************************************
 BH0828  DESIGNATION -  F 144 RESET 1972
 BH0828  PID         -  BH0828
 BH0828  STATE/COUNTY-  MS/HARRISON
 BH0828  USGS QUAD   -  AIREY (1982)
 BH0828
 BH0828                         *CURRENT SURVEY CONTROL
 BH0828  ___________________________________________________________________
 BH0828* NAD 83(1986)-  30 38 41.     (N)    089 02 35.     (W)     SCALED    
 BH0828* NAVD 88     -        44.45   (+/-2cm)     145.8    (feet)  VERTCON   
 BH0828  ___________________________________________________________________
 BH0828  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH0828  VERT ORDER  -  THIRD (See Below)
 BH0828
 BH0828.The horizontal coordinates were scaled from a topographic map and have
 BH0828.an estimated accuracy of +/- 6 seconds.
 BH0828
 BH0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0828.The vertical order pertains to the NGVD 29 superseded value.
 BH0828
 BH0828.The geoid height was determined by GEOID03.
 BH0828
 BH0828;                    North         East    Units  Estimated Accuracy
 BH0828;SPC MS E     -   126,910.      279,900.      MT  (+/- 180 meters Scaled)
 BH0828
 BH0828                          SUPERSEDED SURVEY CONTROL
 BH0828
 BH0828  NGVD 29 (??/??/??)   44.44   (m)          145.8    (f) RESET       3  
 BH0828
 BH0828.Superseded values are not recommended for survey control.
 BH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0828.See file dsdata.txt to determine how the superseded data were derived.
 BH0828
 BH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU042920(NAD 83)
 BH0828_MARKER: DB = BENCH MARK DISK
 BH0828_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BH0828+WITH SETTING: INTO GROUND
 BH0828_STAMPING: F 144 RESET 1972
 BH0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0828+STABILITY: SURFACE MOTION
 BH0828
 BH0828  HISTORY     - Date     Condition        Report By
 BH0828  HISTORY     - 1972     MONUMENTED       NGS
 BH0828
 BH0828                          STATION DESCRIPTION
 BH0828
 BH0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BH0828'5.6 MI E FROM SAUCIER.
 BH0828'LOCATED 5.6 MILES EAST OF SAUCIER, 0.15 MILE NORTHEAST OF A SMALL
 BH0828'BRIDGE, NEAR THE SUMMIT OF A LOW GRADE IN THE NE 1/4 OF SECTION 1 T 5
 BH0828'S., R 11W., IT IS 40 FEET SOUTH OF THE CENTER OF THE ROAD, 32 FEET
 BH0828'SOUTHEAST OF THE PROJECTED CENTERLINE OF FOREST ROAD H-5, 1 FOOT
 BH0828'SOUTHEAST OF A METAL WITNESS POST.  IT IS A 4 FOOT SECTION OF COPPER
 BH0828'WELD ROD FASTEN TO A STEEL PLATE WITH A DISK CRIMPED ON THE TOP OF THE
 BH0828'ROAD AND ENCASED IN A SECTION OF 4-INCH WHITE PLASTIC PIPE PROJECTING
 BH0828'4 INCHES.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH0828'STATE HIGHWAY 67 JUNCT SOUTH OF THE SCHOOL IN SAUCIER, GO EAST ON
 BH0828'STATE HIGHWAY 67 FOR 5.0 MILES TO A CROSSROAD WHERE STATE HIGHWAY 67
 BH0828'TURNS SOUTH, CONTINUE STRAIGHT AHEAD, EAST, FOR 1.2 MILES TO A
 BH0828'CROSSROAD AND THE MARK IN THE SOUTHEAST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0556 ***********************************************************************
 BH0556  DESIGNATION -  F 145
 BH0556  PID         -  BH0556
 BH0556  STATE/COUNTY-  MS/HARRISON
 BH0556  USGS QUAD   -  WHITE PLAINS (1982)
 BH0556
 BH0556                         *CURRENT SURVEY CONTROL
 BH0556  ___________________________________________________________________
 BH0556* NAD 83(1993)-  30 32 00.58041(N)    088 55 19.87511(W)     ADJUSTED  
 BH0556* NAVD 88     -        14.492  (meters)      47.55   (feet)  ADJUSTED  
 BH0556  ___________________________________________________________________
 BH0556  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BH0556  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0556  DYNAMIC HT  -          14.472 (meters)      47.48  (feet)  COMP
 BH0556  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BH0556
 BH0556  HORZ ORDER  -  SECOND
 BH0556  VERT ORDER  -  SECOND    CLASS 0
 BH0556
 BH0556.The horizontal coordinates were established by classical geodetic methods
 BH0556.and adjusted by the National Geodetic Survey in May 1994.
 BH0556
 BH0556.The orthometric height was determined by differential leveling
 BH0556.and adjusted in May 1996.
 BH0556
 BH0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0556
 BH0556.The geoid height was determined by GEOID03.
 BH0556
 BH0556.The dynamic height is computed by dividing the NAVD 88
 BH0556.geopotential number by the normal gravity value computed on the
 BH0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0556.degrees latitude (g = 980.6199 gals.).
 BH0556
 BH0556.The modeled gravity was interpolated from observed gravity values.
 BH0556
 BH0556;                    North         East     Units Scale Factor Converg.
 BH0556;SPC MS E     -   114,563.334   291,473.441   MT  0.99995090   -0 02 42.5
 BH0556;SPC MS E     -   375,863.20    956,275.78   sFT  0.99995090   -0 02 42.5
 BH0556;UTM  16      - 3,379,475.175   315,592.242   MT  1.00001953   -0 58 36.6
 BH0556
 BH0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0556!SPC MS E     -   1.00000221  x   0.99995090  =   0.99995311
 BH0556!UTM  16      -   1.00000221  x   1.00001953  =   1.00002174
 BH0556
 BH0556                          SUPERSEDED SURVEY CONTROL
 BH0556
 BH0556  NAD 83(1993)-  30 32 00.59721(N)    088 55 19.86883(W) AD(       ) 2
 BH0556  NAD 83(1986)-  30 32 00.59978(N)    088 55 19.86708(W) AD(       ) 2
 BH0556  NAD 27      -  30 31 59.89300(N)    088 55 19.75800(W) AD(       ) 2
 BH0556  NGVD 29 (??/??/??)   14.550  (m)           47.74   (f) ADJUSTED    2 0
 BH0556
 BH0556.Superseded values are not recommended for survey control.
 BH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0556.See file dsdata.txt to determine how the superseded data were derived.
 BH0556
 BH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1559279475(NAD 83)
 BH0556_MARKER: DB = BENCH MARK DISK
 BH0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0556_SP_SET: CONCRETE POST
 BH0556_STAMPING: F 145 1943
 BH0556_MARK LOGO: CGS   
 BH0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0556+STABILITY: SURFACE MOTION
 BH0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0556+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1986
 BH0556
 BH0556  HISTORY     - Date     Condition        Report By
 BH0556  HISTORY     - 1943     MONUMENTED       CGS
 BH0556  HISTORY     - 1950     GOOD             CGS
 BH0556  HISTORY     - 1972     GOOD             MSHD
 BH0556  HISTORY     - 1977     GOOD             DOD
 BH0556  HISTORY     - 19860313 GOOD             MSHD
 BH0556
 BH0556                          STATION DESCRIPTION
 BH0556
 BH0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH0556'THIS TRAVERSE STATION IS LOCATED ABOUT 9 MILES N OF BILOXI, AND ABOUT
 BH0556'3.5 MILES W OF THE LATIMER FIRE TOWER AND ON THE W SIDE OF STATE
 BH0556'ROUTE 57 AT A T-INTERSECTION, 141.75 FEET NE OF TRIANGULATION STATION
 BH0556'PLAINS, 1.2 FEET E OF A STANDARD REFERENCE POST, 34.0 FEET
 BH0556'W OF THE CENTER OF STATE ROUTE 57 AND 38.5 FEET N OF THE CENTER OF
 BH0556'THE T-ROAD.  THE DISK IS STAMPED F-145, 1943.
 BH0556'
 BH0556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 BH0556'ROUTE 55 IN THE VILLAGE OF SAUCIER, GO EAST ON STATE ROUTE 55 TO
 BH0556'WHERE STATE ROUTE 55 TURNS RIGHT, CONTINUE STRAIGHT AHEAD 9.5 MILES
 BH0556'ON A DIRT ROAD TO STATE ROUTE 57, TURN RIGHT ON ROUTE 57 AND
 BH0556'GO 7.80 MILES TO A T-ROAD RIGHT AND STATION ON THE NW CORNER.
 BH0556
 BH0556                          STATION RECOVERY (1950)
 BH0556
 BH0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH0556'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING CORRECTION SHOULD
 BH0556'BE MADE-
 BH0556'
 BH0556'STATION IS 32.2 FEET N OF THE CENTER OF THE T-ROAD, INSTEAD OF 38.5
 BH0556'FEET.  STATION IS NOW 2 FEET E OF A 4- BY 4-INCH WOODEN
 BH0556'BENCH MARK WITNESS POST, INSTEAD OF 1.2 FEET.  A COMPLETE NEW
 BH0556'DESCRIPTION FOLLOWS-
 BH0556'
 BH0556'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD ON STATE
 BH0556'HIGHWAY 57 (CAILLAVET STREET) IN BILOXI, GO N ON STATE HIGHWAY
 BH0556'57 FOR 10.1 MILES TO T-INTERSECTION OF ROAD LEADING W.
 BH0556'
 BH0556'THE STATION IS A STANDARD BENCH-MARK DISK STAMPED F 145 1943 SET IN
 BH0556'THE TOP OF A 6- BY 6-INCH CONCRETE POST PROJECTING 8
 BH0556'INCHES.  IT IS 34.0 FEET W OF THE CENTER LINE OF STATE HIGHWAY 57,
 BH0556'32.2 FEET N OF THE CENTER OF THE T-ROAD, 141.75 FEET NW OF
 BH0556'TRIANGULATION STATION PLAINS 1943, AND 2 FEET E OF A 4- BY 4-INCH
 BH0556'WOODEN BENCH MARK WITNESS POST.
 BH0556
 BH0556                          STATION RECOVERY (1972)
 BH0556
 BH0556'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0556'9.5 MI NNW FROM BILOXI.
 BH0556'THE MARK IS LOCATED 9.5 MILES NORTH-NORTHWEST OF BILOXI IN THE
 BH0556'NORTHWEST ANGLE OF THE JUNCTION OF A SIDE ROAD WITH STATE HIGHWAY 15
 BH0556'IN THE SOUTHEAST 1/4 OF SECTION 7, T 6S, R 9W.  IT IS 141.75 FEET BY
 BH0556'TRAVERSE CONNECTION NORTHWEST OF TRIANGULATION STATION PLAINS, 34 FEET
 BH0556'WEST OF THE CENTER OF HIGHWAY 15, 32 FEET NORTH OF THE CENTER OF A
 BH0556'GRAVELED ROAD, 64 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A METAL
 BH0556'WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT
 BH0556'LEVEL WITH THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE
 BH0556'BRIDGE OVER I 10 ABOUT 4 MILES NORTH OF BILOXI GO NORTH ON STATE
 BH0556'HIGHWAY 67 AND 15  FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 15.
 BH0556'TURN RIGHT AND GO NORTH ON HIGHWAY 15 FOR 1.8 MILES TO A CROSSROAD.
 BH0556'CONTINUE NORTHWEST ON HIGHWAY 15 (GRAVELED ROAD) FOR 3 MILES TO A SIDE
 BH0556'ROAD AND THE MARK ON THE LEFT.
 BH0556
 BH0556                          STATION RECOVERY (1977)
 BH0556
 BH0556'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 BH0556'RECOVERED IN GOOD CONDITION.
 BH0556
 BH0556                          STATION RECOVERY (1986)
 BH0556
 BH0556'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH0556'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BH0556'MARK IS LOCATED 15.29 KM (9.50 MI) NORTH NORTHWEST OF BILOXI IN THE
 BH0556'NORTHWEST ANGLE OF THE JUNCTION OF AN ABANDONED ROAD WITH A PAVED ROAD
 BH0556'IN SECTION 7, T6S, R9W.  TO REACH FROM THE I-10 AND I-110 INTERCHANGE
 BH0556'BRIDGE IN DIBERVILLE, GO NORTHWEST ON STATE HIGHWAYS 15 AND 67 FOR
 BH0556'2.41 KM (1.50 MI)  TO THE JUNCTION OF STATE HIGHWAY 15, TURN RIGHT AND
 BH0556'GO NORTH ON HIGHWAY 15 FOR 8.05 KM (5.00 MI) TO A CROSSROAD, TURN
 BH0556'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.16 KM (0.10 MI) TO A SHARP
 BH0556'CURVE RIGHLT AND THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN
 BH0556'THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.5 M (1.6 FT) .  IT IS
 BH0556'10.36 M (34.0 FT) WEST OF THE CENTER OF THE ABANDONED ROAD, 9.75 M
 BH0556'(32.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) WEST OF
 BH0556'A METAL WITNESS POST AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0701 ***********************************************************************
 BV0701  DESIGNATION -  F 147
 BV0701  PID         -  BV0701
 BV0701  STATE/COUNTY-  MS/FORREST
 BV0701  USGS QUAD   -  BROOKLYN (1983)
 BV0701
 BV0701                         *CURRENT SURVEY CONTROL
 BV0701  ___________________________________________________________________
 BV0701* NAD 83(1986)-  31 05 14.     (N)    089 14 44.     (W)     SCALED    
 BV0701* NAVD 88     -        86.50   (+/-2cm)     283.8    (feet)  VERTCON   
 BV0701  ___________________________________________________________________
 BV0701  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BV0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0701
 BV0701.The horizontal coordinates were scaled from a topographic map and have
 BV0701.an estimated accuracy of +/- 6 seconds.
 BV0701
 BV0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0701.The vertical order pertains to the NGVD 29 superseded value.
 BV0701
 BV0701.The geoid height was determined by GEOID03.
 BV0701
 BV0701;                    North         East    Units  Estimated Accuracy
 BV0701;SPC MS E     -   176,020.      260,670.      MT  (+/- 180 meters Scaled)
 BV0701
 BV0701                          SUPERSEDED SURVEY CONTROL
 BV0701
 BV0701  NGVD 29 (??/??/92)   86.520  (m)          283.86   (f) ADJ UNCH    2 0
 BV0701
 BV0701.Superseded values are not recommended for survey control.
 BV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0701.See file dsdata.txt to determine how the superseded data were derived.
 BV0701
 BV0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV857414(NAD 83)
 BV0701_MARKER: DB = BENCH MARK DISK
 BV0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0701_STAMPING: F 147 1943 (283.858)
 BV0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0701+STABILITY: SURFACE MOTION
 BV0701
 BV0701  HISTORY     - Date     Condition        Report By
 BV0701  HISTORY     - 1943     MONUMENTED       CGS
 BV0701  HISTORY     - 1956     GOOD             NGS
 BV0701  HISTORY     - 1964     GOOD             NGS
 BV0701
 BV0701                          STATION DESCRIPTION
 BV0701
 BV0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0701'4.5 MI NW FROM BROOKLYN.
 BV0701'LOCATED 4.5 MILES NORTHWEST ALONG THE BROOKLYN-PURVIS ROAD FROM THE
 BV0701'POST OFFICE IN BROOKLYN, ABOUT 100 YARDS NORTHWEST OF A SIDE ROAD
 BV0701'LEADING SOUTH, ON PROPERTY OWNED BY C.L. GILLIS, 11 FEET SOUTHEAST OF
 BV0701'THE SOUTHEAST CORNER OF THE FRONT YARD OF A SMALL WHITE HOUSE, 22 FEET
 BV0701'SOUTHEAST OF A SMALL PECAN TREE, 44 FEET NORTH OF THE CENTER OF THE
 BV0701'ROAD, AND 47 FEET EAST OF A GATE IN THE FRONT YARD FENCE.  IT IS A
 BV0701'STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 4
 BV0701'INCHES AND ABOUT LEVEL WITH THE ROAD.  TO REACH THE MARK FROM THE POST
 BV0701'OFFICE IN BROOKLYN GO WEST FOR 1.0 MILE TO U.S. HIGHWAY 49, TURN
 BV0701'RIGHT, NORTH, AND GO 1.0 MILE TO A CROSSROAD, TURN LEFT, WEST AND GO
 BV0701'2.3 MILES TO THE MARK ON THE RIGHT.
 BV0701
 BV0701                          STATION RECOVERY (1964)
 BV0701
 BV0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0698 ***********************************************************************
 BV0698  DESIGNATION -  F 148
 BV0698  PID         -  BV0698
 BV0698  STATE/COUNTY-  MS/FORREST
 BV0698  USGS QUAD   -  BROOKLYN (1983)
 BV0698
 BV0698                         *CURRENT SURVEY CONTROL
 BV0698  ___________________________________________________________________
 BV0698* NAD 83(1986)-  31 03 32.     (N)    089 12 09.     (W)     SCALED    
 BV0698* NAVD 88     -        47.969  (meters)     157.38   (feet)  ADJUSTED  
 BV0698  ___________________________________________________________________
 BV0698  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BV0698  DYNAMIC HT  -          47.908 (meters)     157.18  (feet)  COMP
 BV0698  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 BV0698
 BV0698  VERT ORDER  -  SECOND    CLASS 0
 BV0698
 BV0698.The horizontal coordinates were scaled from a topographic map and have
 BV0698.an estimated accuracy of +/- 6 seconds.
 BV0698
 BV0698.The orthometric height was determined by differential leveling
 BV0698.and adjusted in May 1996.
 BV0698
 BV0698.The geoid height was determined by GEOID03.
 BV0698
 BV0698.The dynamic height is computed by dividing the NAVD 88
 BV0698.geopotential number by the normal gravity value computed on the
 BV0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0698.degrees latitude (g = 980.6199 gals.).
 BV0698
 BV0698.The modeled gravity was interpolated from observed gravity values.
 BV0698
 BV0698;                    North         East    Units  Estimated Accuracy
 BV0698;SPC MS E     -   172,860.      264,770.      MT  (+/- 180 meters Scaled)
 BV0698
 BV0698                          SUPERSEDED SURVEY CONTROL
 BV0698
 BV0698  NGVD 29 (??/??/92)   47.996  (m)          157.47   (f) ADJ UNCH    2 0
 BV0698
 BV0698.Superseded values are not recommended for survey control.
 BV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0698.See file dsdata.txt to determine how the superseded data were derived.
 BV0698
 BV0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV898382(NAD 83)
 BV0698_MARKER: DB = BENCH MARK DISK
 BV0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0698_SP_SET: SQUARE CONCRETE MONUMENT
 BV0698_STAMPING: F 148 1943 157.467
 BV0698_MARK LOGO: CGS   
 BV0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0698+STABILITY: SURFACE MOTION
 BV0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0698+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1989
 BV0698
 BV0698  HISTORY     - Date     Condition        Report By
 BV0698  HISTORY     - 1943     MONUMENTED       CGS
 BV0698  HISTORY     - 1956     GOOD             NGS
 BV0698  HISTORY     - 1964     GOOD             NGS
 BV0698  HISTORY     - 19890328 GOOD             MSHD
 BV0698
 BV0698                          STATION DESCRIPTION
 BV0698
 BV0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0698'0.9 MI W FROM BROOKLYN.
 BV0698'LOCATED 0.9 MILE WEST ALONG BLACKTOPPED ROAD FROM THE POST OFFICE IN
 BV0698'BROOKLYN, IN THE NORTHWEST ANGLE OF A T INTERSECTION OF ROADS, 200
 BV0698'YARDS EAST OF U.S. HIGHWAY 49, 103 FEET SOUTHEAST OF A SMALL HOUSE,
 BV0698'103 FEET WEST AND ACROSS THE GRAVELED ROAD FROM A POWER POLE WITH
 BV0698'WIRES LEADING THREE DIRECTIONS, 61 FEET WEST OF THE CENTER OF THE
 BV0698'GRAVELED ROAD, 93 FEET NORTH OF THE CENTER OF THE BLACKTOPPED ROAD, 6
 BV0698'FEET NORTHEAST OF A FENCE CORNER, 73 FEET SOUTH-SOUTHWEST OF A LONE
 BV0698'PINE TREE, AND 1.5 FEET EAST OF A FENCE LINE.
 BV0698
 BV0698                          STATION RECOVERY (1964)
 BV0698
 BV0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0698'RECOVERED IN GOOD CONDITION.
 BV0698
 BV0698                          STATION RECOVERY (1989)
 BV0698
 BV0698'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0698'MARK IS LOCATED ABOUT 19 MI (30.6 KM) SOUTHEAST OF HATTIESBURG, IN
 BV0698'THE NORTHWEST ANGLE OF THE JUNCTION OF MOODY ROAD AND CEMETERY
 BV0698'STREET, 0.8 MI (1.3 KM) WEST OF THE POST OFFICE IN BROOKLYN, 14.4 MI
 BV0698'(23.2 KM) NORTHWEST OF WIGGINS AND IS IN SECTION 9, T 1N, R 12W.  TO
 BV0698'REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 49,
 BV0698'LOCATED 7.35 MI (11.83 KM) NORTHWEST OF THE U.S. HIGHWAY 49 BRIDGE
 BV0698'OVER STATE HIGHWAY 26, GO NORTH ON U.S. HIGHWAY 49 FOR 7.8 MI (12.6
 BV0698'KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON CEMETERY STREET
 BV0698'FOR 0.1 MI (0.2 KM) TO A SIDE ROAD AND THE MARK ON THE LEFT.  MARK IS
 BV0698'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING
 BV0698'4 INCHES, 70,.5 FT NORTH OF THE CENTER OF AS A PAVED ROAD, 62 FT
 BV0698'(18.9 M) WEST OF THE CENTER OF ANOTHER PAVED ROAD, 19.8 FT (6.0 M)
 BV0698'NORTH OF THE NORTHEAST CORNER OF A HOUSE TRAILER, 4.5 FT (1.4 M)
 BV0698'SOUTH OF AN 18 INCH PINE AND 3 FT (0.9 M) EAST OF A WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0692 ***********************************************************************
 BV0692  DESIGNATION -  F 149
 BV0692  PID         -  BV0692
 BV0692  STATE/COUNTY-  MS/LAMAR
 BV0692  USGS QUAD   -  DIXIE (1982)
 BV0692
 BV0692                         *CURRENT SURVEY CONTROL
 BV0692  ___________________________________________________________________
 BV0692* NAD 83(1986)-  31 11 01.     (N)    089 21 35.     (W)     SCALED    
 BV0692* NAVD 88     -        67.07   (+/-2cm)     220.0    (feet)  VERTCON   
 BV0692  ___________________________________________________________________
 BV0692  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BV0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0692
 BV0692.The horizontal coordinates were scaled from a topographic map and have
 BV0692.an estimated accuracy of +/- 6 seconds.
 BV0692
 BV0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0692.The vertical order pertains to the NGVD 29 superseded value.
 BV0692
 BV0692.The geoid height was determined by GEOID03.
 BV0692
 BV0692;                    North         East    Units  Estimated Accuracy
 BV0692;SPC MS E     -   186,750.      249,830.      MT  (+/- 180 meters Scaled)
 BV0692
 BV0692                          SUPERSEDED SURVEY CONTROL
 BV0692
 BV0692  NGVD 29 (??/??/92)   67.093  (m)          220.12   (f) ADJ UNCH    2 0
 BV0692
 BV0692.Superseded values are not recommended for survey control.
 BV0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0692.See file dsdata.txt to determine how the superseded data were derived.
 BV0692
 BV0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV751523(NAD 83)
 BV0692_MARKER: DB = BENCH MARK DISK
 BV0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0692_STAMPING: F 149 1943 (220.121)
 BV0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0692+STABILITY: SURFACE MOTION
 BV0692
 BV0692  HISTORY     - Date     Condition        Report By
 BV0692  HISTORY     - 1943     MONUMENTED       CGS
 BV0692  HISTORY     - 1956     GOOD             NGS
 BV0692  HISTORY     - 1964     GOOD             NGS
 BV0692
 BV0692                          STATION DESCRIPTION
 BV0692
 BV0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0692'9.0 MI NW FROM CAMP SHELBY.
 BV0692'LOCATED 9.0 MILES NORTHWEST OF CAMP SHELBY, AT THE SOUTHEAST CORNER OF
 BV0692'A CULTIVATED FIELD AND IN THE NORTHWEST ANGLE OF THE JUNCTION OF A
 BV0692'PRIVATE ROAD LEADING WEST FROM THE GRAVELED ROAD, 18 FEET WEST OF THE
 BV0692'CENTER OF THE GRAVELED ROAD, 17 FEET NORTH OF THE CENTER OF THE
 BV0692'PRIVATE ROAD LEADING WEST, 7 FEET SOUTHWEST OF A FENCE CORNER AND 8
 BV0692'FEET NORTHEAST OF A LARGE OAK TREE IN A FENCE LINE.  IT IS A STANDARD
 BV0692'DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 4 INCHES AND
 BV0692'ABOUT LEVEL WITH THE ROAD.  TO REACH THE MARK FROM THE WEST ENTRANCE
 BV0692'TO CAMP SHELBY ON U.S. HIGHWAY 49, GO NORTH ON U.S. HIGHWAY 49 FOR 2.0
 BV0692'MILES TO A CROSSROAD, TURN LEFT, AND GO WEST FOR 1.9 MILES TO A T
 BV0692'INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.7 MILES TO A SIDE ROAD
 BV0692'LEFT, JUST BEFORE REACHING THE DIXIE SCHOOL ON THE RIGHT, TURN LEFT,
 BV0692'AND GO WEST FOR 0.7 MILE TO A T INTERSECTION, TURN LEFT, AND GO SOUTH
 BV0692'FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 2.7 MILE
 BV0692'TO THE MARK ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION
 BV0692'WITH A PRIVATE ROAD LEADING WEST.
 BV0692
 BV0692                          STATION RECOVERY (1964)
 BV0692
 BV0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0459 ***********************************************************************
 BH0459  DESIGNATION -  F 15
 BH0459  PID         -  BH0459
 BH0459  STATE/COUNTY-  MS/GEORGE
 BH0459  USGS QUAD   -  MERRILL (1982)
 BH0459
 BH0459                         *CURRENT SURVEY CONTROL
 BH0459  ___________________________________________________________________
 BH0459* NAD 83(1986)-  30 57 19.     (N)    088 39 02.     (W)     SCALED    
 BH0459* NAVD 88     -        50.60   (+/-2cm)     166.0    (feet)  VERTCON   
 BH0459  ___________________________________________________________________
 BH0459  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0459
 BH0459.The horizontal coordinates were scaled from a topographic map and have
 BH0459.an estimated accuracy of +/- 6 seconds.
 BH0459
 BH0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0459.The vertical order pertains to the NGVD 29 superseded value.
 BH0459
 BH0459.The geoid height was determined by GEOID03.
 BH0459
 BH0459;                    North         East    Units  Estimated Accuracy
 BH0459;SPC MS E     -   161,330.      317,460.      MT  (+/- 180 meters Scaled)
 BH0459
 BH0459                          SUPERSEDED SURVEY CONTROL
 BH0459
 BH0459  NGVD 29 (??/??/??)   50.592  (m)          165.98   (f) ADJUSTED    2 0
 BH0459
 BH0459.Superseded values are not recommended for survey control.
 BH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0459.See file dsdata.txt to determine how the superseded data were derived.
 BH0459
 BH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV423258(NAD 83)
 BH0459_MARKER: DB = BENCH MARK DISK
 BH0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0459_STAMPING: F 15 1934
 BH0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0459+STABILITY: SURFACE MOTION
 BH0459
 BH0459  HISTORY     - Date     Condition        Report By
 BH0459  HISTORY     - 1934     MONUMENTED       CGS
 BH0459  HISTORY     - 1971     GOOD             MSHD
 BH0459  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0459
 BH0459                          STATION DESCRIPTION
 BH0459
 BH0459'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0459'4.3 MI NW FROM LUCEDALE.
 BH0459'THE MARK IS LOCATED 4.3 MILES NORTHWEST OF LUCEDALE ON THE NORTH
 BH0459'RIGHT-OF-WAY OF THE G.M. AND O. RAILROAD TRACK IN THE NORTHEAST ANGLE
 BH0459'OF THE CROSSING OF THE OLD HIGHWAY, 4 POLES NORTHWEST OF THE OVERPASS
 BH0459'ON U.S. HIGHWAY 98, 3 POLES SOUTHEAST OF MILEPOST 45, AND IS IN THE SE
 BH0459'1/4 OF SECTION 14, T1S, R7W.  IT IS 37 FEET NORTHEAST OF THE NORTH
 BH0459'RAIL, 40 FEET EAST OF THE CENTER OF THE ABANDONED ROADBED, 96 FEET
 BH0459'NORTHEAST OF TELEPHONE POLE NO. 1419, 137.5 FEET NORTHEAST OF POWER
 BH0459'POLE NO. 73, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 BH0459'9-INCH SQUARE CONCRETE POST, ABOUT LEVEL WITH THE TRACK AND PROJECTS 4
 BH0459'INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE, GO
 BH0459'WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF MISS.
 BH0459'HIGHWAYS 26 AND 63.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 4.3 MILES TO
 BH0459'A RAILROAD OVERPASS, THENCE NORTHWEST ALONG THE G.M. AND O. RAILROAD
 BH0459'TRACK FOR ABOUT 600 FEET TO THE MARK ON THE RIGHT.
 BH0459
 BH0459                          STATION RECOVERY (1979)
 BH0459
 BH0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0944 ***********************************************************************
 BV0944  DESIGNATION -  F 150
 BV0944  PID         -  BV0944
 BV0944  STATE/COUNTY-  MS/LAMAR
 BV0944  USGS QUAD   -  BAXTERVILLE (1982)
 BV0944
 BV0944                         *CURRENT SURVEY CONTROL
 BV0944  ___________________________________________________________________
 BV0944* NAD 83(1986)-  31 03 37.     (N)    089 37 20.     (W)     SCALED    
 BV0944* NAVD 88     -        76.12   (+/-2cm)     249.7    (feet)  VERTCON   
 BV0944  ___________________________________________________________________
 BV0944  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BV0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0944
 BV0944.The horizontal coordinates were scaled from a topographic map and have
 BV0944.an estimated accuracy of +/- 6 seconds.
 BV0944
 BV0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0944.The vertical order pertains to the NGVD 29 superseded value.
 BV0944
 BV0944.The geoid height was determined by GEOID03.
 BV0944
 BV0944;                    North         East    Units  Estimated Accuracy
 BV0944;SPC MS E     -   173,230.      224,710.      MT  (+/- 180 meters Scaled)
 BV0944
 BV0944                          SUPERSEDED SURVEY CONTROL
 BV0944
 BV0944  NGVD 29 (??/??/92)   76.153  (m)          249.85   (f) ADJ UNCH    2 0
 BV0944
 BV0944.Superseded values are not recommended for survey control.
 BV0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0944.See file dsdata.txt to determine how the superseded data were derived.
 BV0944
 BV0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV497392(NAD 83)
 BV0944_MARKER: DB = BENCH MARK DISK
 BV0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0944_STAMPING: F 150 1943 (249.868)
 BV0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0944+STABILITY: SURFACE MOTION
 BV0944
 BV0944  HISTORY     - Date     Condition        Report By
 BV0944  HISTORY     - 1943     MONUMENTED       CGS
 BV0944  HISTORY     - 1964     GOOD             MSHD
 BV0944
 BV0944                          STATION DESCRIPTION
 BV0944
 BV0944'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0944'2.8 MI W FROM BAXTERVILLE.
 BV0944'THE MARK IS LOCATED 2.8 MILES WEST ALONG BLACKTOPPED ROAD FROM
 BV0944'BAXTERVILLE, AT THE TOP OF A CUT BANK AT ABOUT THE MIDDLE OF A GRADE,
 BV0944'ACROSS THE ROAD FROM A SIDE ROAD LEADING EAST TO AN OIL WELL AND
 BV0944'STORAGE TANKS.  THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE,
 BV0944'CONCRETE POST.  IT IS 12 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BV0944'STEEL FENCE SURROUNDING THE GULF, BAXTERVILLE WAREHOUSE CAMP AND 31
 BV0944'FEET NORTHWEST OF THE CENTER OF THE ROAD, 4 FEET ABOVE THE LEVEL OF
 BV0944'THE ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 BV0944'SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0306 ***********************************************************************
 BV0306  DESIGNATION -  F 151
 BV0306  PID         -  BV0306
 BV0306  STATE/COUNTY-  MS/GREENE
 BV0306  USGS QUAD   -  BREWER (1985)
 BV0306
 BV0306                         *CURRENT SURVEY CONTROL
 BV0306  ___________________________________________________________________
 BV0306* NAD 83(1986)-  31 20 09.     (N)    088 45 17.     (W)     SCALED    
 BV0306* NAVD 88     -        90.96   (+/-2cm)     298.4    (feet)  VERTCON   
 BV0306  ___________________________________________________________________
 BV0306  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BV0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0306
 BV0306.The horizontal coordinates were scaled from a topographic map and have
 BV0306.an estimated accuracy of +/- 6 seconds.
 BV0306
 BV0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0306.The vertical order pertains to the NGVD 29 superseded value.
 BV0306
 BV0306.The geoid height was determined by GEOID03.
 BV0306
 BV0306;                    North         East    Units  Estimated Accuracy
 BV0306;SPC MS E     -   203,510.      307,480.      MT  (+/- 180 meters Scaled)
 BV0306
 BV0306                          SUPERSEDED SURVEY CONTROL
 BV0306
 BV0306  NGVD 29 (??/??/92)   90.947  (m)          298.38   (f) ADJ UNCH    2 0
 BV0306
 BV0306.Superseded values are not recommended for survey control.
 BV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0306.See file dsdata.txt to determine how the superseded data were derived.
 BV0306
 BV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV330681(NAD 83)
 BV0306_MARKER: DB = BENCH MARK DISK
 BV0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0306_STAMPING: F 151 1943
 BV0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0306+STABILITY: SURFACE MOTION
 BV0306
 BV0306  HISTORY     - Date     Condition        Report By
 BV0306  HISTORY     - 1943     MONUMENTED       CGS
 BV0306  HISTORY     - 1957     GOOD             NGS
 BV0306
 BV0306                          STATION DESCRIPTION
 BV0306
 BV0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0306'1.2 MI SE FROM SANDHILL.
 BV0306'LOCATED 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE HIGH
 BV0306'SCHOOL AT SANDHILL AT A WHITE HOUSE ON THE SOUTHWEST OF THE ROAD AND A
 BV0306'BARN ON THE OPPISITE SIDE OF THE ROAD, 42 FEET NORTHEAST OF THE
 BV0306'NORTHEAST CORNER OF THE HOUSE, 35 FEET SOUTH OF THE CENTERLINE OF THE
 BV0306'ROAD, 9 FEET SOUTHWEST OF A 10-INCH PECAN TREE ON THE RIGHT-OF-WAY, 12
 BV0306'FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 6.5 FEET
 BV0306'NORTH-NORTHEAST OF A FENCE LINE, AND 25 FEET EAST-SOUTHEAST OF THE
 BV0306'PROJECTED PLANE OF THE EAST WALL OF THE HOUSE.  IT IS A STANDARD DISK
 BV0306'SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 6 INCHES AND
 BV0306'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0320 ***********************************************************************
 BV0320  DESIGNATION -  F 152
 BV0320  PID         -  BV0320
 BV0320  STATE/COUNTY-  MS/PERRY
 BV0320  USGS QUAD   -  RHODES (1964)
 BV0320
 BV0320                         *CURRENT SURVEY CONTROL
 BV0320  ___________________________________________________________________
 BV0320* NAD 83(1986)-  31 24 33.     (N)    088 55 02.     (W)     SCALED    
 BV0320* NAVD 88     -        56.87   (+/-2cm)     186.6    (feet)  VERTCON   
 BV0320  ___________________________________________________________________
 BV0320  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BV0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0320
 BV0320.The horizontal coordinates were scaled from a topographic map and have
 BV0320.an estimated accuracy of +/- 6 seconds.
 BV0320
 BV0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0320.The vertical order pertains to the NGVD 29 superseded value.
 BV0320
 BV0320.The geoid height was determined by GEOID03.
 BV0320
 BV0320;                    North         East    Units  Estimated Accuracy
 BV0320;SPC MS E     -   211,640.      292,020.      MT  (+/- 180 meters Scaled)
 BV0320
 BV0320                          SUPERSEDED SURVEY CONTROL
 BV0320
 BV0320  NGVD 29 (??/??/92)   56.86   (m)          186.5    (f) COMPUTED    2 0
 BV0320
 BV0320.Superseded values are not recommended for survey control.
 BV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0320.See file dsdata.txt to determine how the superseded data were derived.
 BV0320
 BV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV177765(NAD 83)
 BV0320_MARKER: DB = BENCH MARK DISK
 BV0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0320_STAMPING: F 152 1943
 BV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0320+STABILITY: SURFACE MOTION
 BV0320
 BV0320  HISTORY     - Date     Condition        Report By
 BV0320  HISTORY     - 1943     MONUMENTED       CGS
 BV0320  HISTORY     - 1964     GOOD             NGS
 BV0320
 BV0320                          STATION DESCRIPTION
 BV0320
 BV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0320'4.4 MI NE FROM RICHTON.
 BV0320'2.1 MILES NORTH ALONG STATE HIGHWAY NO. 15, THENCE, 2.1 MILES
 BV0320'NORTHEAST, THENCE, 0.2 MILE EAST ALONG A COUNTY ROAD FROM THE POST
 BV0320'OFFICE AT RICHTON.  SET AT THE OUTSIDE OF A CURVE BY THE SOUTHEAST
 BV0320'CORNER OF A CULTIVATED FIELD.  31 FEET NORTHWEST OF THE CENTER-LINE OF
 BV0320'THE MAIN ROAD, 19 FEET SOUTHWEST OF A 12 INCH OAK TREE WITH A
 BV0320'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, 10.5 FEET NORTH OF THE
 BV0320'SOUTHEAST CORNER (EAST GATE) FENCE POST, 1.0 FOOT EAST OF THE
 BV0320'RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF THE REFERENCE POST.
 BV0320
 BV0320                          STATION RECOVERY (1964)
 BV0320
 BV0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1389 ***********************************************************************
 BH1389  DESIGNATION -  F 153
 BH1389  PID         -  BH1389
 BH1389  STATE/COUNTY-  MS/PEARL RIVER
 BH1389  USGS QUAD   -  MILLARD (1986)
 BH1389
 BH1389                         *CURRENT SURVEY CONTROL
 BH1389  ___________________________________________________________________
 BH1389* NAD 83(1986)-  30 39 22.     (N)    089 35 54.     (W)     SCALED    
 BH1389* NAVD 88     -        60.60   (+/-2cm)     198.8    (feet)  VERTCON   
 BH1389  ___________________________________________________________________
 BH1389  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BH1389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1389
 BH1389.The horizontal coordinates were scaled from a topographic map and have
 BH1389.an estimated accuracy of +/- 6 seconds.
 BH1389
 BH1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1389.The vertical order pertains to the NGVD 29 superseded value.
 BH1389
 BH1389.The geoid height was determined by GEOID03.
 BH1389
 BH1389;                    North         East    Units  Estimated Accuracy
 BH1389;SPC MS E     -   128,400.      226,680.      MT  (+/- 180 meters Scaled)
 BH1389
 BH1389                          SUPERSEDED SURVEY CONTROL
 BH1389
 BH1389  NGVD 29 (??/??/??)   60.665  (m)          199.03   (f) ADJUSTED    2 0
 BH1389
 BH1389.Superseded values are not recommended for survey control.
 BH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1389.See file dsdata.txt to determine how the superseded data were derived.
 BH1389
 BH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU510943(NAD 83)
 BH1389_MARKER: DB = BENCH MARK DISK
 BH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1389+STABILITY: SURFACE MOTION
 BH1389
 BH1389  HISTORY     - Date     Condition        Report By
 BH1389  HISTORY     - UNK      MONUMENTED       CGS
 BH1389  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH1389
 BH1389                          STATION DESCRIPTION
 BH1389
 BH1389'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1389'2.3 MI E FROM MCNEILL.
 BH1389'THE MARK IS LOCATED 2.3 MILES EAST ALONG THE GRADED COUNTY ROAD FROM
 BH1389'THE STATION AT MCNEILL.  IT IS SET IN THE POINT OF A Y ROAD, 41 FEET
 BH1389'NORTHEAST OF THE CENTER LINE OF THE ROAD CURVING TO THE SOUTH AND PAST
 BH1389'A CHURCH, ABOUT 110 FEET EAST OF A LONE PINE TREE, 40 FEET SOUTH OF
 BH1389'THE CENTER LINE OF THE ROAD LEADING NORTHWEST AND EAST.  IT IS A BENCH
 BH1389'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 BH1389'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1383 ***********************************************************************
 BH1383  DESIGNATION -  F 155
 BH1383  PID         -  BH1383
 BH1383  STATE/COUNTY-  MS/PEARL RIVER
 BH1383  USGS QUAD   -  POPLARVILLE (1986)
 BH1383
 BH1383                         *CURRENT SURVEY CONTROL
 BH1383  ___________________________________________________________________
 BH1383* NAD 83(1993)-  30 49 42.76282(N)    089 31 26.49988(W)     ADJUSTED  
 BH1383* NAVD 88     -        96.67   (+/-2cm)     317.2    (feet)  VERTCON   
 BH1383  ___________________________________________________________________
 BH1383  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BH1383  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH1383  HORZ ORDER  -  THIRD
 BH1383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1383
 BH1383.The horizontal coordinates were established by classical geodetic methods
 BH1383.and adjusted by the National Geodetic Survey in May 1994.
 BH1383
 BH1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1383.The vertical order pertains to the NGVD 29 superseded value.
 BH1383
 BH1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1383
 BH1383.The geoid height was determined by GEOID03.
 BH1383
 BH1383;                    North         East     Units Scale Factor Converg.
 BH1383;SPC MS E     -   147,472.955   233,920.551   MT  1.00000384   -0 21 14.3
 BH1383;SPC MS E     -   483,834.19    767,454.34   sFT  1.00000384   -0 21 14.3
 BH1383;UTM  16      - 3,413,326.974   258,573.627   MT  1.00031906   -1 17 38.8
 BH1383
 BH1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1383!SPC MS E     -   0.99998924  x   1.00000384  =   0.99999308
 BH1383!UTM  16      -   0.99998924  x   1.00031906  =   1.00030830
 BH1383
 BH1383:                Primary Azimuth Mark                     Grid Az
 BH1383:SPC MS E     -  12 STA                                   319 36 03.0
 BH1383:UTM  16      -  12 STA                                   320 32 27.5
 BH1383
 BH1383|---------------------------------------------------------------------|
 BH1383| PID    Reference Object                     Distance      Geod. Az  |
 BH1383|                                                           dddmmss.s |
 BH1383| BH2915 12 STA                              APPROX. 0.8 KM 3191448.7 |
 BH1383|---------------------------------------------------------------------|
 BH1383
 BH1383                          SUPERSEDED SURVEY CONTROL
 BH1383
 BH1383  NAD 83(1986)-  30 49 42.77777(N)    089 31 26.49683(W) AD(       ) 3
 BH1383  NAD 27      -  30 49 42.10594(N)    089 31 26.26509(W) AD(       ) 3
 BH1383  NGVD 29 (??/??/??)   96.714  (m)          317.30   (f) ADJUSTED    2 0
 BH1383
 BH1383.Superseded values are not recommended for survey control.
 BH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1383.See file dsdata.txt to determine how the superseded data were derived.
 BH1383
 BH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5857413327(NAD 83)
 BH1383_MARKER: DB = BENCH MARK DISK
 BH1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1383+STABILITY: SURFACE MOTION
 BH1383
 BH1383  HISTORY     - Date     Condition        Report By
 BH1383  HISTORY     - 1943     MONUMENTED       NGS
 BH1383  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH1383  HISTORY     - 19831223 MARK NOT FOUND   USPSQD
 BH1383
 BH1383                          STATION DESCRIPTION
 BH1383
 BH1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BH1383'POPLARVILLE, 1.2 MI SE. ALONG STATE HWY. 53.  49 FT NE. OF CENTER OF
 BH1383'HWY., AT W. COR. OF TUNG OIL NUT GROVE.  40 FT S. OF CENTER OF SIDE
 BH1383'RD. E.  12 FT SE. OF SE. GATE POST.  3 FT SW. OF NE. RIGHT - OF - WAY
 BH1383'FENCE.  IN CONCRETE POST, STANDARD USC AND GS DISK STAMPED---F 155
 BH1383'1943---.
 BH1383
 BH1383                          STATION RECOVERY (1971)
 BH1383
 BH1383'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1383'1.2 MI SE FROM POPLARVILLE.
 BH1383'THE MARK IS LOCATED-- ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 53
 BH1383'FROM THE POST OFFICE AT POPLARVILLE, AT THE JUNCTION OF A ROAD EAST,
 BH1383'50 FT. NE OF CENTER LINE OF HWY. 44 FT. SOUTH OF CENTER LINE OF ROAD
 BH1383'E, 143 FT. NORTH OF A TEL. POLE, 67 FT. SOUTH OF A POWER POLE WITH A
 BH1383'BRANCH LINE EAST, 20 FEET SOUTHEAST OF A FENCE CORNER THAT IS AT
 BH1383'NORTHWEST CORNER OF A TUNG ORCHARD, ABOUT 1 FOOT BELOW LEVEL OF HWY.
 BH1383'AND SET IN THE TOP OF S CONCRETE POST PROJECTING 4 INCHES. NOTE-- THE
 BH1383'AREA SURROUNDING THE MARK IS NOW 2 PAVED PARKING LOTS AND IF THE MARK
 BH1383'IS STILL IN IT WOULD BE COVERED WITH A HARD SURFACE MATERIAL.
 BH1383
 BH1383                          STATION RECOVERY (1983)
 BH1383
 BH1383'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLK)
 BH1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0594 ***********************************************************************
 BV0594  DESIGNATION -  F 156
 BV0594  PID         -  BV0594
 BV0594  STATE/COUNTY-  MS/FORREST
 BV0594  USGS QUAD   -  BARRONTOWN (1985)
 BV0594
 BV0594                         *CURRENT SURVEY CONTROL
 BV0594  ___________________________________________________________________
 BV0594* NAD 83(1986)-  31 22 43.     (N)    089 12 49.     (W)     SCALED    
 BV0594* NAVD 88     -        85.26   (+/-2cm)     279.7    (feet)  VERTCON   
 BV0594  ___________________________________________________________________
 BV0594  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BV0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0594
 BV0594.The horizontal coordinates were scaled from a topographic map and have
 BV0594.an estimated accuracy of +/- 6 seconds.
 BV0594
 BV0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0594.The vertical order pertains to the NGVD 29 superseded value.
 BV0594
 BV0594.The geoid height was determined by GEOID03.
 BV0594
 BV0594;                    North         East    Units  Estimated Accuracy
 BV0594;SPC MS E     -   208,320.      263,830.      MT  (+/- 180 meters Scaled)
 BV0594
 BV0594                          SUPERSEDED SURVEY CONTROL
 BV0594
 BV0594  NGVD 29 (??/??/92)   85.27   (m)          279.8    (f) COMPUTED    2 0
 BV0594
 BV0594.Superseded values are not recommended for survey control.
 BV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0594.See file dsdata.txt to determine how the superseded data were derived.
 BV0594
 BV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV894736(NAD 83)
 BV0594_MARKER: DB = BENCH MARK DISK
 BV0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0594_STAMPING: F 156 1943
 BV0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0594+STABILITY: SURFACE MOTION
 BV0594
 BV0594  HISTORY     - Date     Condition        Report By
 BV0594  HISTORY     - 1943     MONUMENTED       CGS
 BV0594  HISTORY     - 1957     GOOD             NGS
 BV0594  HISTORY     - 1964     GOOD             NGS
 BV0594
 BV0594                          STATION DESCRIPTION
 BV0594
 BV0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0594'3.6 MI NE FROM PETAL.
 BV0594'LOCATED 3.6 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 BV0594'WITH STATE HIGHWAY 42 WHICH IS JUST EAST OF THE PETAL HIGH SCHOOL AT
 BV0594'PETAL, AT A POINT WHERE THE UNITED GAS CO PIPE LINE AND THE POWER LINE
 BV0594'CROSSES THE HIGHWAY.  IT IS IN A PASTURE ACROSS THE ROAD FROM A BRICK
 BV0594'HOUSE, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET NORTHWEST
 BV0594'OF A FENCE LINE, 45 FEET WEST OF A T FENCE CORNER, 38 FEET NORTH OF A
 BV0594'UNITED GAS CO. RED WITNESS POST FOR A RELEASE VALVE, 23 FEET
 BV0594'NORTH-NORTHEAST OF A 24-INCH PINE TREE IN A FENCE LINE, 39 FEET
 BV0594'WEST-NORTHWEST OF A 24-INCH PINE TREE IN A FENCE LINE, 67 FEET SOUTH
 BV0594'OF A GAS METER AND 40.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.  IT
 BV0594'IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 BV0594'PROJECTING 6 INCHES AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 BV0594
 BV0594                          STATION RECOVERY (1964)
 BV0594
 BV0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0608 ***********************************************************************
 BV0608  DESIGNATION -  F 157
 BV0608  PID         -  BV0608
 BV0608  STATE/COUNTY-  MS/JONES
 BV0608  USGS QUAD   -  BARRONTOWN (1985)
 BV0608
 BV0608                         *CURRENT SURVEY CONTROL
 BV0608  ___________________________________________________________________
 BV0608* NAD 83(1986)-  31 28 49.     (N)    089 07 46.     (W)     SCALED    
 BV0608* NAVD 88     -        72.25   (+/-2cm)     237.0    (feet)  VERTCON   
 BV0608  ___________________________________________________________________
 BV0608  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BV0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0608
 BV0608.The horizontal coordinates were scaled from a topographic map and have
 BV0608.an estimated accuracy of +/- 6 seconds.
 BV0608
 BV0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0608.The vertical order pertains to the NGVD 29 superseded value.
 BV0608
 BV0608.The geoid height was determined by GEOID03.
 BV0608
 BV0608;                    North         East    Units  Estimated Accuracy
 BV0608;SPC MS E     -   219,560.      271,860.      MT  (+/- 180 meters Scaled)
 BV0608
 BV0608                          SUPERSEDED SURVEY CONTROL
 BV0608
 BV0608  NGVD 29 (??/??/92)   72.254  (m)          237.05   (f) ADJ UNCH    2 0
 BV0608
 BV0608.Superseded values are not recommended for survey control.
 BV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0608.See file dsdata.txt to determine how the superseded data were derived.
 BV0608
 BV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV977847(NAD 83)
 BV0608_MARKER: DB = BENCH MARK DISK
 BV0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0608_STAMPING: F 157
 BV0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0608+STABILITY: SURFACE MOTION
 BV0608
 BV0608  HISTORY     - Date     Condition        Report By
 BV0608  HISTORY     - UNK      MONUMENTED       CGS
 BV0608  HISTORY     - 1957     GOOD             NGS
 BV0608  HISTORY     - 1964     GOOD             NGS
 BV0608
 BV0608                          STATION DESCRIPTION
 BV0608
 BV0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0608'6.45 MI W FROM OVETT.
 BV0608'LOCATED 1.2 MILES WEST ALONG BLACK TOP ROAD FROM THE GULF, MOBILE AND
 BV0608'OHIO RAILROAD STATION IN OVETT, THEN TAKE RIGHT FORK AND GO WEST FOR
 BV0608'2.65 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTH AND WEST FOR 2.7
 BV0608'MILES TO THE MARK ON THE RIGHT. IT IS 0.1 MILE WEST OF A FARM HOUSE,
 BV0608'0.45 MILE EAST OF A WOODEN BRIDGE AND 0.1 MILE EAST OF A FENCE CORNER
 BV0608'WHERE THE FENCE CORNER IS AN OAK TREE.  IT IS 35 FEET NORTH OF THE
 BV0608'CENTER OF THE GRAVELED ROAD, 15 FEET WEST OF A FENCE CORNER, 30 FEET
 BV0608'SOUTHEAST OF A LONE 10-INCH PINE TREE IN A FENCE LINE, 1 FOOT SOUTH OF
 BV0608'A WITNESS POST AND ACROSS THE ROAD FROM A DRAINAGE DITCH LEADING
 BV0608'SOUTH.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0608'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
 BV0608
 BV0608                          STATION RECOVERY (1964)
 BV0608
 BV0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0564 ***********************************************************************
 BV0564  DESIGNATION -  F 158
 BV0564  PID         -  BV0564
 BV0564  STATE/COUNTY-  MS/PERRY
 BV0564  USGS QUAD   -  OVETT SE (1985)
 BV0564
 BV0564                         *CURRENT SURVEY CONTROL
 BV0564  ___________________________________________________________________
 BV0564* NAD 83(1986)-  31 17 14.     (N)    089 05 01.     (W)     SCALED    
 BV0564* NAVD 88     -        45.15   (+/-2cm)     148.1    (feet)  VERTCON   
 BV0564  ___________________________________________________________________
 BV0564  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BV0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0564
 BV0564.The horizontal coordinates were scaled from a topographic map and have
 BV0564.an estimated accuracy of +/- 6 seconds.
 BV0564
 BV0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0564.The vertical order pertains to the NGVD 29 superseded value.
 BV0564
 BV0564.The geoid height was determined by GEOID03.
 BV0564
 BV0564;                    North         East    Units  Estimated Accuracy
 BV0564;SPC MS E     -   198,150.      276,170.      MT  (+/- 180 meters Scaled)
 BV0564
 BV0564                          SUPERSEDED SURVEY CONTROL
 BV0564
 BV0564  NGVD 29 (??/??/92)   45.163  (m)          148.17   (f) ADJ UNCH    2 0
 BV0564
 BV0564.Superseded values are not recommended for survey control.
 BV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0564.See file dsdata.txt to determine how the superseded data were derived.
 BV0564
 BV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV016633(NAD 83)
 BV0564_MARKER: DB = BENCH MARK DISK
 BV0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0564_STAMPING: F 158 1943
 BV0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0564+STABILITY: SURFACE MOTION
 BV0564
 BV0564  HISTORY     - Date     Condition        Report By
 BV0564  HISTORY     - 1943     MONUMENTED       CGS
 BV0564  HISTORY     - 1957     GOOD             NGS
 BV0564
 BV0564                          STATION DESCRIPTION
 BV0564
 BV0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0564'6.45 MI S FROM RUNNELSTOWN.
 BV0564'LOCATED 6.45 MILES SOUTH ALONG STATE HIGHWAY 29 FROM ITS JUNCTION WITH
 BV0564'STATE HIGHWAY 42 AT THE HIGH SCHOOL IN RUNNELSTOWN, 0.45 MILE NORTH OF
 BV0564'THE P. C. JAMES HOME WHICH IS NOW OCCUPIED BY HENRY JAMES, 48 FEET
 BV0564'WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF THE SOUTH END
 BV0564'OF A BOARD GATE TO A DIM ROAD LEADING WEST, 2 FEET EAST OF A FENCE
 BV0564'LINE, 1 FOOT NORTH OF A WITNESS POST, AND ON THE SOUTH SLOPE OF A
 BV0564'GRADE.  IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE
 BV0564'POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0746 ***********************************************************************
 BV0746  DESIGNATION -  F 16
 BV0746  PID         -  BV0746
 BV0746  STATE/COUNTY-  MS/FORREST
 BV0746  USGS QUAD   -  MC LAURIN (1983)
 BV0746
 BV0746                         *CURRENT SURVEY CONTROL
 BV0746  ___________________________________________________________________
 BV0746* NAD 83(1986)-  31 10 00.     (N)    089 13 03.     (W)     SCALED    
 BV0746* NAVD 88     -       110.16   (+/-2cm)     361.4    (feet)  VERTCON   
 BV0746  ___________________________________________________________________
 BV0746  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BV0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0746
 BV0746.The horizontal coordinates were scaled from a topographic map and have
 BV0746.an estimated accuracy of +/- 6 seconds.
 BV0746
 BV0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0746.The vertical order pertains to the NGVD 29 superseded value.
 BV0746
 BV0746.The geoid height was determined by GEOID03.
 BV0746
 BV0746;                    North         East    Units  Estimated Accuracy
 BV0746;SPC MS E     -   184,820.      263,380.      MT  (+/- 180 meters Scaled)
 BV0746
 BV0746                          SUPERSEDED SURVEY CONTROL
 BV0746
 BV0746  NGVD 29 (??/??/92)  110.174  (m)          361.46   (f) ADJ UNCH    2 0
 BV0746
 BV0746.Superseded values are not recommended for survey control.
 BV0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0746.See file dsdata.txt to determine how the superseded data were derived.
 BV0746
 BV0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV886501(NAD 83)
 BV0746_MARKER: DB = BENCH MARK DISK
 BV0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0746_SP_SET: BUILDING
 BV0746_STAMPING: F 16 1934
 BV0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0746
 BV0746  HISTORY     - Date     Condition        Report By
 BV0746  HISTORY     - 1934     MONUMENTED       CGS
 BV0746  HISTORY     - 1955     GOOD             NGS
 BV0746  HISTORY     - 1964     GOOD             NGS
 BV0746  HISTORY     - 20030718 MARK NOT FOUND   USPSQD
 BV0746
 BV0746                          STATION DESCRIPTION
 BV0746
 BV0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0746'7.9 MI N FROM BROOKLYN.
 BV0746'ABOUT 7.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0746'STATION AT BROOKLYN, 12.4 MILES SOUTHEAST OF THE SOUTHERN RAILWAY
 BV0746'STATION AT HATTIESBURG, ABOUT 0.2 MILE SOUTHWEST OF THE STATION AT
 BV0746'MCLAURIN, SET VERTICALLY IN THE EAST WALL OF MCLAURIN CONSOLIDATED
 BV0746'SCHOOL, 2 FEET SOUTH OF THE SOUTH EDGE OF THE MAIN ENTRANCE AND ABOUT
 BV0746'4 FEET ABOVE THE GROUND.
 BV0746
 BV0746                          STATION RECOVERY (1964)
 BV0746
 BV0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0746'RECOVERED IN GOOD CONDITION.
 BV0746
 BV0746                          STATION RECOVERY (2003)
 BV0746
 BV0746'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV0746'SCHOOL BURNED DOWN MANY YEARS AGO,AS PER NEIGHBORS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0901 ***********************************************************************
 BV0901  DESIGNATION -  F 160
 BV0901  PID         -  BV0901
 BV0901  STATE/COUNTY-  MS/LAMAR
 BV0901  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0901
 BV0901                         *CURRENT SURVEY CONTROL
 BV0901  ___________________________________________________________________
 BV0901* NAD 83(1986)-  31 07 55.     (N)    089 35 31.     (W)     SCALED    
 BV0901* NAVD 88     -       109.99   (+/-2cm)     360.9    (feet)  VERTCON   
 BV0901  ___________________________________________________________________
 BV0901  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BV0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0901
 BV0901.The horizontal coordinates were scaled from a topographic map and have
 BV0901.an estimated accuracy of +/- 6 seconds.
 BV0901
 BV0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0901.The vertical order pertains to the NGVD 29 superseded value.
 BV0901
 BV0901.The geoid height was determined by GEOID03.
 BV0901
 BV0901;                    North         East    Units  Estimated Accuracy
 BV0901;SPC MS E     -   181,150.      227,650.      MT  (+/- 180 meters Scaled)
 BV0901
 BV0901                          SUPERSEDED SURVEY CONTROL
 BV0901
 BV0901  NGVD 29 (??/??/92)  110.015  (m)          360.94   (f) ADJ UNCH    2 0
 BV0901
 BV0901.Superseded values are not recommended for survey control.
 BV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0901.See file dsdata.txt to determine how the superseded data were derived.
 BV0901
 BV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV528471(NAD 83)
 BV0901_MARKER: DB = BENCH MARK DISK
 BV0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0901_STAMPING: F 160 1943 360.941
 BV0901_MARK LOGO: CGS   
 BV0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0901+STABILITY: SURFACE MOTION
 BV0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0901+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0901
 BV0901  HISTORY     - Date     Condition        Report By
 BV0901  HISTORY     - 1943     MONUMENTED       CGS
 BV0901  HISTORY     - 1956     GOOD             NGS
 BV0901  HISTORY     - 1964     GOOD             NGS
 BV0901  HISTORY     - 20000203 GOOD             MSHD
 BV0901  HISTORY     - 20000301 GOOD             MSHD
 BV0901
 BV0901                          STATION DESCRIPTION
 BV0901
 BV0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0901'3.4 MI N FROM BAXTERVILLE.
 BV0901'LOCATED 3.4 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM BAXTERVILLE,
 BV0901'AT THE TOP OF A HILL AND IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 BV0901'THE MAIN GRAVELED ROAD AND A DIM CROSSROAD.  IT IS 41 FEET EAST OF THE
 BV0901'CENTER OF THE GRAVELED ROAD, 38 FEET NORTH OF THE CENTER OF THE DIM
 BV0901'TRACK ROAD AND 59 FEET EAST OF POWER POLE NO. K 107-141-4. IT IS A
 BV0901'STANDARD DISK SET IN THE TOP OF A CONCRETE PRECAST POST PROJECTING 2
 BV0901'INCHES AND LEVEL WITH THE ROAD.
 BV0901
 BV0901                          STATION RECOVERY (1964)
 BV0901
 BV0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0901'RECOVERED IN GOOD CONDITION.
 BV0901
 BV0901                          STATION RECOVERY (2000)
 BV0901
 BV0901'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0901'REF'D GRAVEL RD. IS NOW PAVED AND CALLED SALT DOME RD.
 BV0901
 BV0901                          STATION RECOVERY (2000)
 BV0901
 BV0901'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0901'RECOVERED AS DESCRIBED.  THE GRAVEL ROAD CITED IS NOW PAVED AND CALLED
 BV0901'SALT DOME ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0151 ***********************************************************************
 EG0151  DESIGNATION -  F 161
 EG0151  PID         -  EG0151
 EG0151  STATE/COUNTY-  MS/TISHOMINGO
 EG0151  USGS QUAD   -  BELMONT (1984)
 EG0151
 EG0151                         *CURRENT SURVEY CONTROL
 EG0151  ___________________________________________________________________
 EG0151* NAD 83(1986)-  34 33 31.     (N)    088 14 29.     (W)     SCALED    
 EG0151* NAVD 88     -       168.018  (meters)     551.24   (feet)  ADJUSTED  
 EG0151  ___________________________________________________________________
 EG0151  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG0151  DYNAMIC HT  -         167.854 (meters)     550.70  (feet)  COMP
 EG0151  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 EG0151
 EG0151  VERT ORDER  -  SECOND    CLASS 0
 EG0151
 EG0151.The horizontal coordinates were scaled from a topographic map and have
 EG0151.an estimated accuracy of +/- 6 seconds.
 EG0151
 EG0151.The orthometric height was determined by differential leveling
 EG0151.and adjusted in June 1991.
 EG0151
 EG0151.The geoid height was determined by GEOID03.
 EG0151
 EG0151.The dynamic height is computed by dividing the NAVD 88
 EG0151.geopotential number by the normal gravity value computed on the
 EG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0151.degrees latitude (g = 980.6199 gals.).
 EG0151
 EG0151.The modeled gravity was interpolated from observed gravity values.
 EG0151
 EG0151;                    North         East    Units  Estimated Accuracy
 EG0151;SPC MS E     -   561,070.      354,320.      MT  (+/- 180 meters Scaled)
 EG0151
 EG0151                          SUPERSEDED SURVEY CONTROL
 EG0151
 EG0151  NGVD 29 (??/??/92)  167.976  (m)          551.10   (f) ADJ UNCH    2 0
 EG0151
 EG0151.Superseded values are not recommended for survey control.
 EG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0151.See file dsdata.txt to determine how the superseded data were derived.
 EG0151
 EG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD861247(NAD 83)
 EG0151_MARKER: DB = BENCH MARK DISK
 EG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0151_STAMPING: F 161 1944
 EG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0151+STABILITY: SURFACE MOTION
 EG0151
 EG0151  HISTORY     - Date     Condition        Report By
 EG0151  HISTORY     - 1944     MONUMENTED       CGS
 EG0151  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0151  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0151
 EG0151                          STATION DESCRIPTION
 EG0151
 EG0151'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0151'0.9 MI W FROM DENNIS.
 EG0151'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF STATE
 EG0151'HIGHWAY 25 AT DENNIS, TISHOMINGO COUNTY, 14.6 FEET WEST OF THE CENTER
 EG0151'LINE OF A PRIVATE ROAD LEADING NORTHEAST TO A FARMHOUSE, 3 1/2 FEET
 EG0151'NORTHWEST OF POLE 16, 33 FEET NORTH OF THE CENTER LINE OF THE MAIN
 EG0151'ROAD, ABOUT LEVEL WITH THE MAIN ROAD, AND 2.3 FEET WEST OF A WHITE
 EG0151'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 161 1944 AND SET IN
 EG0151'THE TOP OF A CONCRETE POST.
 EG0151
 EG0151                          STATION RECOVERY (1964)
 EG0151
 EG0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0909 ***********************************************************************
 EG0909  DESIGNATION -  F 162
 EG0909  PID         -  EG0909
 EG0909  STATE/COUNTY-  MS/PRENTISS
 EG0909  USGS QUAD   -  WHEELER (1973)
 EG0909
 EG0909                         *CURRENT SURVEY CONTROL
 EG0909  ___________________________________________________________________
 EG0909* NAD 83(1986)-  34 34 06.     (N)    088 35 42.     (W)     SCALED    
 EG0909* NAVD 88     -       114.223  (meters)     374.75   (feet)  ADJUSTED  
 EG0909  ___________________________________________________________________
 EG0909  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0909  DYNAMIC HT  -         114.111 (meters)     374.38  (feet)  COMP
 EG0909  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EG0909
 EG0909  VERT ORDER  -  FIRST     CLASS II
 EG0909
 EG0909.The horizontal coordinates were scaled from a topographic map and have
 EG0909.an estimated accuracy of +/- 6 seconds.
 EG0909
 EG0909.The orthometric height was determined by differential leveling
 EG0909.and adjusted in June 1991.
 EG0909.WARNING-Repeat measurements at this control monument indicate possible
 EG0909.vertical movement.
 EG0909
 EG0909.The geoid height was determined by GEOID03.
 EG0909
 EG0909.The dynamic height is computed by dividing the NAVD 88
 EG0909.geopotential number by the normal gravity value computed on the
 EG0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0909.degrees latitude (g = 980.6199 gals.).
 EG0909
 EG0909.The modeled gravity was interpolated from observed gravity values.
 EG0909
 EG0909;                    North         East    Units  Estimated Accuracy
 EG0909;SPC MS E     -   562,010.      321,870.      MT  (+/- 180 meters Scaled)
 EG0909
 EG0909                          SUPERSEDED SURVEY CONTROL
 EG0909
 EG0909  NGVD 29 (??/??/92)  114.156  (m)          374.53   (f) ADJ UNCH    1 2
 EG0909
 EG0909.Superseded values are not recommended for survey control.
 EG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0909.See file dsdata.txt to determine how the superseded data were derived.
 EG0909
 EG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD536263(NAD 83)
 EG0909_MARKER: DB = BENCH MARK DISK
 EG0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0909_STAMPING: F 162 1944
 EG0909_MARK LOGO: CGS   
 EG0909_PROJECTION: FLUSH
 EG0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0909+STABILITY: SURFACE MOTION
 EG0909
 EG0909  HISTORY     - Date     Condition        Report By
 EG0909  HISTORY     - 1944     MONUMENTED       CGS
 EG0909  HISTORY     - 1962     GOOD             MSHD
 EG0909  HISTORY     - 1973     MARK NOT FOUND   USGS
 EG0909  HISTORY     - 1979     GOOD             MSHD
 EG0909  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0909  HISTORY     - 1985     GOOD             NGS
 EG0909  HISTORY     - 20040818 MARK NOT FOUND   USACE
 EG0909
 EG0909                          STATION DESCRIPTION
 EG0909
 EG0909'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0909'1.0 MI E FROM WHEELER.
 EG0909'TO REACH THE MARK FROM THE WHEELER HIGH SCHOOL, GO EAST ON STATE
 EG0909'HIGHWAY 362 FOR 1.0 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE
 EG0909'MARK IS A DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST.  IT IS
 EG0909'20 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 13 FEET SOUTHWEST OF A
 EG0909'PRIVATE DRIVEWAY, 5 FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT NORTH
 EG0909'OF A FENCE, 12 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL HOUSE, 1
 EG0909'FOOT SOUTH OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 EG0909'ROAD, FLUSH WITH THE GROUND.
 EG0909
 EG0909                          STATION RECOVERY (1973)
 EG0909
 EG0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EG0909'MARK NOT FOUND.
 EG0909
 EG0909                          STATION RECOVERY (1979)
 EG0909
 EG0909'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0909'THE MARK IS LOCATED 1.3 MILES SOUTHEAST OF THE RAILROAD CROSSING IN
 EG0909'WHEELER ON THE SOUTHWEST SIDE OF A COUNTY ROAD IN THE SOUTHEAST
 EG0909'CORNER OF SECTION 7, T 6S, R 7E. IT IS 48 FEET SOUTHEAST OF THE
 EG0909'CENTER OF A DRIVEWAY TO A SMALL REPAIR SHOP, 20 FEET SOUTHWEST OF THE
 EG0909'CENTER OF A GRAVELED ROAD, 11 FEET NORTH OF THE NORTHEAST CORNER OF A
 EG0909'SMALL FRAME BUILDING, 11 FEET NORTHWEST OF A LARGE POST AT THE END OF
 EG0909'A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 EG0909'SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD. TO
 EG0909'REACH FROM THE HIGH SCHOOL 0.4 MILE EAST-SOUTHEAST OF WHEELER GO
 EG0909'SOUTH ON A PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT AND
 EG0909'GO EAST ON A GRAVELED ROAD FOR 0.75 MILE TO THE MARK ON THE RIGHT.
 EG0909
 EG0909                          STATION RECOVERY (1983)
 EG0909
 EG0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0909'SEARCHED FOR, BUT NOT RECOVERED.
 EG0909
 EG0909                          STATION RECOVERY (1985)
 EG0909
 EG0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0909'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 EG0909'SOUTH ALONG A PAVED ROAD FROM THE WHEELER HIGH SCHOOL IN WHEELER,
 EG0909'THENCE 1.1 KM (0.7 MI) EAST-SOUTHEAST ALONG A GRAVEL ROAD TO THE
 EG0909'MARK ON THE RIGHT, 6.1 METERS (20.0 FT) SOUTHWEST OF THE CENTER OF THE
 EG0909'ROAD, 63.09 METERS (207.0 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE
 EG0909'DRIVE LEADING SOUTHWEST, 3.35 METERS (11.0 FT) NORTH-NORTHWEST OF THE
 EG0909'NORTH CORNER OF A SMALL WOODEN SHED.
 EG0909'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 EG0909'THE MARK IS 0.3 M ABOVE ROAD.
 EG0909
 EG0909                          STATION RECOVERY (2004)
 EG0909
 EG0909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0028 ***********************************************************************
 EG0028  DESIGNATION -  F 163
 EG0028  PID         -  EG0028
 EG0028  STATE/COUNTY-  MS/TISHOMINGO
 EG0028  USGS QUAD   -  IUKA (1984)
 EG0028
 EG0028                         *CURRENT SURVEY CONTROL
 EG0028  ___________________________________________________________________
 EG0028* NAD 83(1986)-  34 48 42.     (N)    088 11 45.     (W)     SCALED    
 EG0028* NAVD 88     -       173.543  (meters)     569.37   (feet)  ADJUSTED  
 EG0028  ___________________________________________________________________
 EG0028  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0028  DYNAMIC HT  -         173.378 (meters)     568.82  (feet)  COMP
 EG0028  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EG0028
 EG0028  VERT ORDER  -  FIRST     CLASS II
 EG0028
 EG0028.The horizontal coordinates were scaled from a topographic map and have
 EG0028.an estimated accuracy of +/- 6 seconds.
 EG0028
 EG0028.The orthometric height was determined by differential leveling
 EG0028.and adjusted in June 1991.
 EG0028
 EG0028.The geoid height was determined by GEOID03.
 EG0028
 EG0028.The dynamic height is computed by dividing the NAVD 88
 EG0028.geopotential number by the normal gravity value computed on the
 EG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0028.degrees latitude (g = 980.6199 gals.).
 EG0028
 EG0028.The modeled gravity was interpolated from observed gravity values.
 EG0028
 EG0028;                    North         East    Units  Estimated Accuracy
 EG0028;SPC MS E     -   589,170.      358,330.      MT  (+/- 180 meters Scaled)
 EG0028
 EG0028                          SUPERSEDED SURVEY CONTROL
 EG0028
 EG0028  NGVD 29 (??/??/92)  173.540  (m)          569.36   (f) ADJ UNCH    1 2
 EG0028
 EG0028.Superseded values are not recommended for survey control.
 EG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0028.See file dsdata.txt to determine how the superseded data were derived.
 EG0028
 EG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD906528(NAD 83)
 EG0028_MARKER: DB = BENCH MARK DISK
 EG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0028_STAMPING: F 163 1944
 EG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0028+STABILITY: SURFACE MOTION
 EG0028
 EG0028  HISTORY     - Date     Condition        Report By
 EG0028  HISTORY     - 1944     MONUMENTED       CGS
 EG0028  HISTORY     - 1962     GOOD             MSHD
 EG0028  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0028  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0028
 EG0028                          STATION DESCRIPTION
 EG0028
 EG0028'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0028'0.4 MI W FROM IUKA.
 EG0028'ABOUT 0.4 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EG0028'IUKA, TISHOMINGO COUNTY, ABOUT 130 FEET EAST OF STATE HIGHWAY 6, 34
 EG0028'FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF A WHITE
 EG0028'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK
 EG0028'STAMPED F 163 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EG0028'ABOUT 0.5 FOOT ABOVE GROUND.
 EG0028
 EG0028                          STATION RECOVERY (1979)
 EG0028
 EG0028'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0028'MARK NOT FOUND.
 EG0028
 EG0028                          STATION RECOVERY (1982)
 EG0028
 EG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0028'NOT RECOVERED, POSSIBLY COVERED OVER BY RAILROAD RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0870 ***********************************************************************
 EG0870  DESIGNATION -  F 164
 EG0870  PID         -  EG0870
 EG0870  STATE/COUNTY-  MS/ALCORN
 EG0870  USGS QUAD   -  CORINTH (1982)
 EG0870
 EG0870                         *CURRENT SURVEY CONTROL
 EG0870  ___________________________________________________________________
 EG0870* NAD 83(1986)-  34 57 01.     (N)    088 32 56.     (W)     SCALED    
 EG0870* NAVD 88     -       146.665  (meters)     481.18   (feet)  ADJUSTED  
 EG0870  ___________________________________________________________________
 EG0870  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0870  DYNAMIC HT  -         146.525 (meters)     480.72  (feet)  COMP
 EG0870  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EG0870
 EG0870  VERT ORDER  -  FIRST     CLASS II
 EG0870
 EG0870.The horizontal coordinates were scaled from a topographic map and have
 EG0870.an estimated accuracy of +/- 6 seconds.
 EG0870
 EG0870.The orthometric height was determined by differential leveling
 EG0870.and adjusted in June 1991.
 EG0870
 EG0870.The geoid height was determined by GEOID03.
 EG0870
 EG0870.The dynamic height is computed by dividing the NAVD 88
 EG0870.geopotential number by the normal gravity value computed on the
 EG0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0870.degrees latitude (g = 980.6199 gals.).
 EG0870
 EG0870.The modeled gravity was interpolated from observed gravity values.
 EG0870
 EG0870;                    North         East    Units  Estimated Accuracy
 EG0870;SPC MS E     -   604,390.      325,980.      MT  (+/- 180 meters Scaled)
 EG0870
 EG0870                          SUPERSEDED SURVEY CONTROL
 EG0870
 EG0870  NGVD 29 (??/??/92)  146.65   (m)          481.1    (f) COMPUTED    1 2
 EG0870
 EG0870.Superseded values are not recommended for survey control.
 EG0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0870.See file dsdata.txt to determine how the superseded data were derived.
 EG0870
 EG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD585686(NAD 83)
 EG0870_MARKER: DB = BENCH MARK DISK
 EG0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0870_SP_SET: CULVERT
 EG0870_STAMPING: F 164 1944
 EG0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0870
 EG0870  HISTORY     - Date     Condition        Report By
 EG0870  HISTORY     - 1944     MONUMENTED       CGS
 EG0870  HISTORY     - 1962     GOOD             MSHD
 EG0870  HISTORY     - 1978     GOOD             MSHD
 EG0870
 EG0870                          STATION DESCRIPTION
 EG0870
 EG0870'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0870'2.1 MI NW FROM CORINTH.
 EG0870'ABOUT 2.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EG0870'AT CORINTH, ALCORN COUNTY, ABOUT 21 RAILS SOUTHEAST OF MILEPOST 461,
 EG0870'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 EG0870'HEAD WALL, 15 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND
 EG0870'ABOUT 2 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 164
 EG0870'1944.
 EG0870
 EG0870                          STATION RECOVERY (1978)
 EG0870
 EG0870'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0870'THE MARK IS LOCATED 2 MILES NORTHWEST OF CORINTH IN A CULVERT UNDER
 EG0870'THE SOUTHERN RAILROAD TRACK NEAR THE CENTER OF SECTION 34, T 1S, R
 EG0870'7E. IT IS 707 FEET SOUTHEAST OF MILEPOST 461, 13 FEET NORTHEAST OF
 EG0870'THE NORTHEAST RAIL SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 EG0870'NORTHEAST HEADWALL OF A 36 INCH CAST IRON PIPE CULVERT AND IS ABOUT 4
 EG0870'1/2 FEET BELOW THE LEVEL OF THE TRACK. TO REACH FROM THE U.S. HIGHWAY
 EG0870'72 BRIDGE OVER THE U.S. HIGHWAY 45 BYPASS AT THE WEST EDGE OF CORINTH
 EG0870'GO NORTH ON THE U.S. HIGHWAY 45 BYPASS FOR 1.15 MILES TO A BRIDGE
 EG0870'OVER THE RAILROAD TRACK. THENCE NORTHWEST ALONG THE RAILROAD TRACK
 EG0870'FOR ABOUT 3238 FEET TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0099 ***********************************************************************
 EG0099  DESIGNATION -  F 165
 EG0099  PID         -  EG0099
 EG0099  STATE/COUNTY-  MS/TISHOMINGO
 EG0099  USGS QUAD   -  YELLOW CREEK (1986)
 EG0099
 EG0099                         *CURRENT SURVEY CONTROL
 EG0099  ___________________________________________________________________
 EG0099* NAD 83(1986)-  34 56 00.     (N)    088 14 56.     (W)     SCALED    
 EG0099* NAVD 88     -       133.388  (meters)     437.62   (feet)  ADJUSTED  
 EG0099  ___________________________________________________________________
 EG0099  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG0099  DYNAMIC HT  -         133.263 (meters)     437.21  (feet)  COMP
 EG0099  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 EG0099
 EG0099  VERT ORDER  -  FIRST     CLASS II
 EG0099
 EG0099.The horizontal coordinates were scaled from a topographic map and have
 EG0099.an estimated accuracy of +/- 6 seconds.
 EG0099
 EG0099.The orthometric height was determined by differential leveling
 EG0099.and adjusted in June 1991.
 EG0099
 EG0099.The geoid height was determined by GEOID03.
 EG0099
 EG0099.The dynamic height is computed by dividing the NAVD 88
 EG0099.geopotential number by the normal gravity value computed on the
 EG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0099.degrees latitude (g = 980.6199 gals.).
 EG0099
 EG0099.The modeled gravity was interpolated from observed gravity values.
 EG0099
 EG0099;                    North         East    Units  Estimated Accuracy
 EG0099;SPC MS E     -   602,630.      353,390.      MT  (+/- 180 meters Scaled)
 EG0099
 EG0099                          SUPERSEDED SURVEY CONTROL
 EG0099
 EG0099  NGVD 29 (??/??/92)  133.396  (m)          437.65   (f) ADJ UNCH    1 2
 EG0099
 EG0099.Superseded values are not recommended for survey control.
 EG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0099.See file dsdata.txt to determine how the superseded data were derived.
 EG0099
 EG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD859663(NAD 83)
 EG0099_MARKER: DB = BENCH MARK DISK
 EG0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0099_SP_SET: CULVERT
 EG0099_STAMPING: F 165 1944
 EG0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0099
 EG0099  HISTORY     - Date     Condition        Report By
 EG0099  HISTORY     - 1944     MONUMENTED       CGS
 EG0099  HISTORY     - 1953     MARK NOT FOUND   TVA
 EG0099
 EG0099                          STATION DESCRIPTION
 EG0099
 EG0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0099'0.7 MI N FROM CROSS ROAD.
 EG0099'ABOUT 0.7 MILE NORTHERLY ALONG STATE HIGHWAY 25 FROM THE CHURCH AT
 EG0099'CROSS ROAD, 14.0 FEET EAST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE
 EG0099'OF THE HIGHWAY, AND SET HORIZONTALLY IN THE NORTHEAST WINGWALL OF THE
 EG0099'EAST END OF A 6 BY 6-FOOT CONCRETE BOX CULVERT.
 EG0099
 EG0099                          STATION RECOVERY (1953)
 EG0099
 EG0099'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 EG0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0285 ***********************************************************************
 DJ0285  DESIGNATION -  F 166
 DJ0285  PID         -  DJ0285
 DJ0285  STATE/COUNTY-  MS/LOWNDES
 DJ0285  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0285
 DJ0285                         *CURRENT SURVEY CONTROL
 DJ0285  ___________________________________________________________________
 DJ0285* NAD 83(1986)-  33 37 10.     (N)    088 24 02.     (W)     SCALED    
 DJ0285* NAVD 88     -        67.684  (meters)     222.06   (feet)  ADJUSTED  
 DJ0285  ___________________________________________________________________
 DJ0285  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DJ0285  DYNAMIC HT  -          67.614 (meters)     221.83  (feet)  COMP
 DJ0285  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 DJ0285
 DJ0285  VERT ORDER  -  SECOND    CLASS 0
 DJ0285
 DJ0285.The horizontal coordinates were scaled from a topographic map and have
 DJ0285.an estimated accuracy of +/- 6 seconds.
 DJ0285
 DJ0285.The orthometric height was determined by differential leveling
 DJ0285.and adjusted in June 1991.
 DJ0285
 DJ0285.The geoid height was determined by GEOID03.
 DJ0285
 DJ0285.The dynamic height is computed by dividing the NAVD 88
 DJ0285.geopotential number by the normal gravity value computed on the
 DJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0285.degrees latitude (g = 980.6199 gals.).
 DJ0285
 DJ0285.The modeled gravity was interpolated from observed gravity values.
 DJ0285
 DJ0285;                    North         East    Units  Estimated Accuracy
 DJ0285;SPC MS E     -   456,820.      340,160.      MT  (+/- 180 meters Scaled)
 DJ0285
 DJ0285                          SUPERSEDED SURVEY CONTROL
 DJ0285
 DJ0285  NGVD 29 (??/??/92)   67.668  (m)          222.01   (f) ADJ UNCH    2 0
 DJ0285
 DJ0285.Superseded values are not recommended for survey control.
 DJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0285.See file dsdata.txt to determine how the superseded data were derived.
 DJ0285
 DJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC700208(NAD 83)
 DJ0285_MARKER: DB = BENCH MARK DISK
 DJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0285_STAMPING: F 166 1944
 DJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0285+STABILITY: SURFACE MOTION
 DJ0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0285+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2000
 DJ0285
 DJ0285  HISTORY     - Date     Condition        Report By
 DJ0285  HISTORY     - 1944     MONUMENTED       CGS
 DJ0285  HISTORY     - 1974     GOOD             USGS
 DJ0285  HISTORY     - 20000304 GOOD             NGS
 DJ0285
 DJ0285                          STATION DESCRIPTION
 DJ0285
 DJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0285'8.9 MI N FROM COLUMBUS.
 DJ0285'8.9 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0285'STATION AT COLUMBUS, LOWNDES COUNTY, 2 POLES SOUTH OF POLE 639+10, 200
 DJ0285'FEET EAST OF A GREEN-PAINTED HOUSE, 150 FEET SOUTHWEST OF THE CENTER
 DJ0285'OF A ROAD CROSSING, 50.5 FEET WEST OF THE CENTER LINE OF THE TRACK, 5
 DJ0285'FEET SOUTH OF AN EAST-AND-WEST FENCE, 1 FOOT WEST OF THE RIGHT-OF-WAY
 DJ0285'FENCE. AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A STANDARD
 DJ0285'DISK, STAMPED F 166 1944 AND SET IN THE TOP OF A CONCRETE POST.
 DJ0285
 DJ0285                          STATION RECOVERY (1974)
 DJ0285
 DJ0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DJ0285'LOCATED 8 MILES NORTH OF COLUMBUS, 6 MILES SOUTHWEST OF CALEDONIA,
 DJ0285'1.1 MILES EAST OF U.S. HIGHWAY 45, 3 MILES ESE OF COLUMBIA AIR FORCE
 DJ0285'BASE. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 45 IN
 DJ0285'COLUMBUS, GO NORTH ON U.S. 45 FOR 8.8 MILES TO A CROSSROAD AT A
 DJ0285'RAILROAD CROSSING, TURN RIGHT AND GO EAST 1 MILE ON GRAVEL ROAD TO A
 DJ0285'ROAD PARALLELING THE ST. LOUIS-SAN FRANCISCO RAILROAD, TURN RIGHT AND
 DJ0285'GO SOUTH FOR 3 MILES TO THE MARK ON THE LEFT. THE MARK IS A STANDARD
 DJ0285'DISK, STAMPED "F 166 1944" AND SET IN A 10 INCH SQUARE CONCRETE POST
 DJ0285'PROJECTING 3 INCHES ABOVE GROUND. IT IS 1 FOOT SOUTH OF A METAL
 DJ0285'WITNESS POST, 196 FEET SOUTHEAST OF A T-ROAD, 178 FEET SSW OF THE
 DJ0285'INTERSECTION OF A PAVED ROAD CROSSING THE RAILROAD, 50.5 FEET WEST OF
 DJ0285'AND 6 FEET BELOW THE CENTERLINE OF THE TRACKS, 110 FEET EAST OF
 DJ0285'CENTERLINE OF A PAVED ROAD, 252 FEET EAST OF EAST WALL OF A GREEN
 DJ0285'FRAME HOUSE.
 DJ0285
 DJ0285                          STATION RECOVERY (2000)
 DJ0285
 DJ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0408 ***********************************************************************
 DK0408  DESIGNATION -  F 167
 DK0408  PID         -  DK0408
 DK0408  STATE/COUNTY-  MS/WASHINGTON
 DK0408  USGS QUAD   -  LELAND (1967)
 DK0408
 DK0408                         *CURRENT SURVEY CONTROL
 DK0408  ___________________________________________________________________
 DK0408* NAD 83(1986)-  33 28 52.     (N)    090 59 43.     (W)     SCALED    
 DK0408* NAVD 88     -        39.278  (meters)     128.86   (feet)  ADJUSTED  
 DK0408  ___________________________________________________________________
 DK0408  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0408  DYNAMIC HT  -          39.237 (meters)     128.73  (feet)  COMP
 DK0408  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DK0408
 DK0408  VERT ORDER  -  FIRST     CLASS II
 DK0408
 DK0408.This mark is at Greenville Municipal Airport (GLH)
 DK0408
 DK0408.The horizontal coordinates were scaled from a topographic map and have
 DK0408.an estimated accuracy of +/- 6 seconds.
 DK0408
 DK0408.The orthometric height was determined by differential leveling
 DK0408.and adjusted in June 1991.
 DK0408
 DK0408.The geoid height was determined by GEOID03.
 DK0408
 DK0408.The dynamic height is computed by dividing the NAVD 88
 DK0408.geopotential number by the normal gravity value computed on the
 DK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0408.degrees latitude (g = 980.6199 gals.).
 DK0408
 DK0408.The modeled gravity was interpolated from observed gravity values.
 DK0408
 DK0408;                    North         East    Units  Estimated Accuracy
 DK0408;SPC MS W     -   441,590.      638,480.      MT  (+/- 180 meters Scaled)
 DK0408
 DK0408                          SUPERSEDED SURVEY CONTROL
 DK0408
 DK0408  NGVD 29 (??/??/??)   39.377  (m)          129.19   (f) ADJUSTED    1 2
 DK0408
 DK0408.Superseded values are not recommended for survey control.
 DK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0408.See file dsdata.txt to determine how the superseded data were derived.
 DK0408
 DK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT862064(NAD 83)
 DK0408_MARKER: DB = BENCH MARK DISK
 DK0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0408_SP_SET: CONCRETE BASE
 DK0408_STAMPING: F 167 (1944)
 DK0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0408
 DK0408  HISTORY     - Date     Condition        Report By
 DK0408  HISTORY     - 1944     MONUMENTED       CGS
 DK0408  HISTORY     - 1967     GOOD             MSHD
 DK0408  HISTORY     - 1973     GOOD             NGS
 DK0408  HISTORY     - 1983     GOOD             USGS
 DK0408
 DK0408                          STATION DESCRIPTION
 DK0408
 DK0408'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0408'6.1 MI NE FROM GREENVILLE.
 DK0408'THE MARK IS LOCATED IN THE CONCRETE FOUNDATION OF A FLAG POLE IN THE
 DK0408'MEDIUM IN THE INTERSECTION OF 2ND STREET AND CENTRAL AVENUE
 DK0408'APPROXIMATELY 0.3 MILES WEST OF THE WATER TANK AND BEACON FOR THE
 DK0408'MUNICIPAL AIRPORT (OLD GREENVILLE AIR BASE), 6.1 MILES NORTHEAST OF
 DK0408'GREENVILLE, 7.8 MILES NORTHWEST OF LELAND AND IN NEAR THE CENTER OF
 DK0408'SECTION 23, T 19N, R 8W.  TO REACH FROM THE U.S. POST OFFICE IN
 DK0408'GREENVILLE, GO SOUTHEAST ON MAIN STREET FOR 0.2 MILE TO THE
 DK0408'INTERSECTION OF BROADWAY.  TURN LEFT (NORTHEAST) AND CONTINUE ON
 DK0408'BROADWAY FOR 2.3 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 1.
 DK0408'CONTINUE NORTHEAST ON A CONCRETE HIGHWAY FOR 3.85 MILES TO THE
 DK0408'ENTRANCE TO THE GREENVILLE MUNICIPAL AIRPORT (OLD GREENVILLE AIR FORCE
 DK0408'BASE).  CONTINUE EAST ON CENTRAL AVENUE FOR 0.3 MILE TO THE
 DK0408'INTERSECTION OF 2ND STREET AND THE FLAG POLE AND THE MARK ON THE LEFT
 DK0408'AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE AND
 DK0408'IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET SOUTHEAST OF
 DK0408'GREENVILLE AIR FORCE BASE AZIMUTH NO. 2, 79 FEET SOUTHWEST OF THE
 DK0408'SOUTHWEST CORNER OF THE HEADQUARTERS FOR THE OLD 3505TH TECHNICAL
 DK0408'TRAINING GROUP, 70 FT SE OF A FIRE PLUG 58.5 FT. NE OF A CONCRETE ST.
 DK0408'MARKER POST, 57 FT SW OF A ST. MARKER POST AND 1.3 FT SE OF THE BASE
 DK0408'OF THE FLAG POLE.
 DK0408
 DK0408                          STATION RECOVERY (1973)
 DK0408
 DK0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0408'RECOVERED IN GOOD CONDITION.
 DK0408
 DK0408                          STATION RECOVERY (1983)
 DK0408
 DK0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DK0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0524 ***********************************************************************
 CO0524  DESIGNATION -  F 168
 CO0524  PID         -  CO0524
 CO0524  STATE/COUNTY-  MS/LAUDERDALE
 CO0524  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0524
 CO0524                         *CURRENT SURVEY CONTROL
 CO0524  ___________________________________________________________________
 CO0524* NAD 83(1986)-  32 20 41.     (N)    088 44 33.     (W)     SCALED    
 CO0524* NAVD 88     -        91.019  (meters)     298.62   (feet)  ADJUSTED  
 CO0524  ___________________________________________________________________
 CO0524  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CO0524  DYNAMIC HT  -          90.912 (meters)     298.27  (feet)  COMP
 CO0524  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 CO0524
 CO0524  VERT ORDER  -  FIRST     CLASS I
 CO0524
 CO0524.This mark is at Key Field Airport (MEI)
 CO0524
 CO0524.The horizontal coordinates were scaled from a topographic map and have
 CO0524.an estimated accuracy of +/- 6 seconds.
 CO0524
 CO0524.The orthometric height was determined by differential leveling
 CO0524.and adjusted in June 1991.
 CO0524
 CO0524.The geoid height was determined by GEOID03.
 CO0524
 CO0524.The dynamic height is computed by dividing the NAVD 88
 CO0524.geopotential number by the normal gravity value computed on the
 CO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0524.degrees latitude (g = 980.6199 gals.).
 CO0524
 CO0524.The modeled gravity was interpolated from observed gravity values.
 CO0524
 CO0524;                    North         East    Units  Estimated Accuracy
 CO0524;SPC MS E     -   315,380.      308,550.      MT  (+/- 180 meters Scaled)
 CO0524
 CO0524                          SUPERSEDED SURVEY CONTROL
 CO0524
 CO0524  NGVD 29 (??/??/??)   91.007  (m)          298.58   (f) ADJUSTED    1 1
 CO0524
 CO0524.Superseded values are not recommended for survey control.
 CO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0524.See file dsdata.txt to determine how the superseded data were derived.
 CO0524
 CO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA360799(NAD 83)
 CO0524_MARKER: DB = BENCH MARK DISK
 CO0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0524_SP_SET: CULVERT
 CO0524_STAMPING: F 168 1944
 CO0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0524
 CO0524  HISTORY     - Date     Condition        Report By
 CO0524  HISTORY     - 1944     MONUMENTED       CGS
 CO0524  HISTORY     - 1968     GOOD             NGS
 CO0524  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CO0524
 CO0524                          STATION DESCRIPTION
 CO0524
 CO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0524'4.45 MI SW FROM MERIDIAN.
 CO0524'ABOUT 1.05 MILES SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0524'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 2.7 MILES
 CO0524'WEST ALONG U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 0.45
 CO0524'MILE SOUTH ALONG U.S. HIGHWAY 11, THENCE 0.05 MILE WEST ALONG A PAVED
 CO0524'ROAD, THENCE 0.2 MILE WEST ALONG M STREET, IN SECTION 23, T 6 N, R 15
 CO0524'E, AT KEY FIELD AIR NATIONAL GUARD BASE, 21 FEET NORTH OF THE
 CO0524'CENTERLINE OF THE STREET, 303 FEET NORTH OF THE NORTHEAST CORNER OF A
 CO0524'MAINTENANCE HANGAR, SET IN THE TOP OF THE WEST END OF THE SOUTHWEST
 CO0524'CONCRETE WING WALL FOR A CULVERT UNDER 63RD PLACE SOUTH, 20 FEET WEST
 CO0524'OF THE CENTERLINE OF 63RD PLACE SOUTH, 37 1/2 FEET NORTH AND ACROSS M
 CO0524'STREET FROM A CHAIN LINK FENCE, 458.0 FEET NORTH OF BENCH MARK G 168,
 CO0524'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE STREETS.
 CO0524
 CO0524                          STATION RECOVERY (1980)
 CO0524
 CO0524'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CO0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0213 ***********************************************************************
 EG0213  DESIGNATION -  F 169
 EG0213  PID         -  EG0213
 EG0213  STATE/COUNTY-  MS/ITAWAMBA
 EG0213  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0213
 EG0213                         *CURRENT SURVEY CONTROL
 EG0213  ___________________________________________________________________
 EG0213* NAD 83(1986)-  34 16 32.     (N)    088 13 26.     (W)     SCALED    
 EG0213* NAVD 88     -       110.398  (meters)     362.20   (feet)  ADJUSTED  
 EG0213  ___________________________________________________________________
 EG0213  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0213  DYNAMIC HT  -         110.287 (meters)     361.83  (feet)  COMP
 EG0213  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 EG0213
 EG0213  VERT ORDER  -  SECOND    CLASS 0
 EG0213
 EG0213.The horizontal coordinates were scaled from a topographic map and have
 EG0213.an estimated accuracy of +/- 6 seconds.
 EG0213
 EG0213.The orthometric height was determined by differential leveling
 EG0213.and adjusted in June 1991.
 EG0213
 EG0213.The geoid height was determined by GEOID03.
 EG0213
 EG0213.The dynamic height is computed by dividing the NAVD 88
 EG0213.geopotential number by the normal gravity value computed on the
 EG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0213.degrees latitude (g = 980.6199 gals.).
 EG0213
 EG0213.The modeled gravity was interpolated from observed gravity values.
 EG0213
 EG0213;                    North         East    Units  Estimated Accuracy
 EG0213;SPC MS E     -   529,680.      356,120.      MT  (+/- 180 meters Scaled)
 EG0213
 EG0213                          SUPERSEDED SURVEY CONTROL
 EG0213
 EG0213  NGVD 29 (??/??/92)  110.341  (m)          362.01   (f) ADJ UNCH    2 0
 EG0213
 EG0213.Superseded values are not recommended for survey control.
 EG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0213.See file dsdata.txt to determine how the superseded data were derived.
 EG0213
 EG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC873933(NAD 83)
 EG0213_MARKER: DB = BENCH MARK DISK
 EG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0213_STAMPING: F 169 1945
 EG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0213+STABILITY: SURFACE MOTION
 EG0213
 EG0213  HISTORY     - Date     Condition        Report By
 EG0213  HISTORY     - 1945     MONUMENTED       CGS
 EG0213  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0213  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG0213  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0213
 EG0213                          STATION DESCRIPTION
 EG0213
 EG0213'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0213'4.0 MI N FROM TREMONT.
 EG0213'FROM TREMONT GO WEST 0.3 MILE ALONG U. S. HIGHWAY 78 TO ITS JUNCTION
 EG0213'WITH THE TREMONT-RED BAY ROAD, LEADS NORTH 3.7 MILES ALONG THE
 EG0213'TREMONT-RED BAY ROAD TO ITS JUNCTION WITH A ROAD LEADING SOUTHEAST,
 EG0213'ABOUT 0.1 MILE NORTH OF A BRIDGE AND ABOUT 0.1 MILE SOUTH OF THE
 EG0213'NORTHERN MOST OF FOUR BRIDGES.  THE MARK IS A BRONZE DISK SET IN THE
 EG0213'TOP OF A CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND, 29.0
 EG0213'FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD, 27.0 FEET EAST OF AND
 EG0213'ABOUT 2.5 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH
 EG0213'OF A WHITE 4 X 4 WOODEN MARKER POST.
 EG0213
 EG0213                          STATION RECOVERY (1965)
 EG0213
 EG0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0213'MARK NOT FOUND.
 EG0213
 EG0213                          STATION RECOVERY (1979)
 EG0213
 EG0213'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0674 ***********************************************************************
 BH0674  DESIGNATION -  F 17
 BH0674  PID         -  BH0674
 BH0674  STATE/COUNTY-  MS/HARRISON
 BH0674  USGS QUAD   -  WORTHAM (1983)
 BH0674
 BH0674                         *CURRENT SURVEY CONTROL
 BH0674  ___________________________________________________________________
 BH0674* NAD 83(1986)-  30 36 43.     (N)    089 08 07.     (W)     SCALED    
 BH0674* NAVD 88     -        33.48   (+/-2cm)     109.8    (feet)  VERTCON   
 BH0674  ___________________________________________________________________
 BH0674  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0674
 BH0674.The horizontal coordinates were scaled from a topographic map and have
 BH0674.an estimated accuracy of +/- 6 seconds.
 BH0674
 BH0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0674.The vertical order pertains to the NGVD 29 superseded value.
 BH0674
 BH0674.The geoid height was determined by GEOID03.
 BH0674
 BH0674;                    North         East    Units  Estimated Accuracy
 BH0674;SPC MS E     -   123,300.      271,050.      MT  (+/- 180 meters Scaled)
 BH0674
 BH0674                          SUPERSEDED SURVEY CONTROL
 BH0674
 BH0674  NGVD 29 (??/??/??)   33.477  (m)          109.83   (f) ADJUSTED    2 0
 BH0674
 BH0674.Superseded values are not recommended for survey control.
 BH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0674.See file dsdata.txt to determine how the superseded data were derived.
 BH0674
 BH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU953885(NAD 83)
 BH0674_MARKER: DB = BENCH MARK DISK
 BH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0674_STAMPING: F 17 1934
 BH0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0674+STABILITY: SURFACE MOTION
 BH0674
 BH0674  HISTORY     - Date     Condition        Report By
 BH0674  HISTORY     - 1934     MONUMENTED       CGS
 BH0674  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH0674  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH0674
 BH0674                          STATION DESCRIPTION
 BH0674
 BH0674'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0674'1.6 MI S FROM SAUCIER.
 BH0674'THE MARK IS LOCATED 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 BH0674'RAILROAD FROM THE STATION AT SAUCIER, HARRISON COUNTY, 0.2 MILES NORTH
 BH0674'OF MILEPOST G 17, AT THE POINT WHERE OLD U.S. HIGHWAY 49 CROSSES THE
 BH0674'TRACK AND PARALLELS THE WEST SIDE OF THE TRACK TO THE SOUTH, 106 FEET
 BH0674'SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING, 87 FEET EAST OF THE
 BH0674'CENTERLINE OF THE SOUTH TANGENT OF THE OLD HIGHWAY, 29 FEET WEST OF
 BH0674'THE WEST RAIL, 78.3 FEET SOUTH OF THE SOUTH END OF AN 18 INCH PIPE
 BH0674'CULVERT UNDER THE HIGHWAY, 10.5 FEET SOUTH OF TELEPHONE POLE 5383, AND
 BH0674'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED F
 BH0674'17 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BH0674'ABOVE GROUND.
 BH0674
 BH0674                          STATION RECOVERY (1980)
 BH0674
 BH0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0261 ***********************************************************************
 EG0261  DESIGNATION -  F 170
 EG0261  PID         -  EG0261
 EG0261  STATE/COUNTY-  MS/ITAWAMBA
 EG0261  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0261
 EG0261                         *CURRENT SURVEY CONTROL
 EG0261  ___________________________________________________________________
 EG0261* NAD 83(1986)-  34 18 15.     (N)    088 10 48.     (W)     SCALED    
 EG0261* NAVD 88     -       125.393  (meters)     411.39   (feet)  ADJUSTED  
 EG0261  ___________________________________________________________________
 EG0261  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0261  DYNAMIC HT  -         125.266 (meters)     410.98  (feet)  COMP
 EG0261  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 EG0261
 EG0261  VERT ORDER  -  SECOND    CLASS 0
 EG0261
 EG0261.The horizontal coordinates were scaled from a topographic map and have
 EG0261.an estimated accuracy of +/- 6 seconds.
 EG0261
 EG0261.The orthometric height was determined by differential leveling
 EG0261.and adjusted in June 1991.
 EG0261
 EG0261.The geoid height was determined by GEOID03.
 EG0261
 EG0261.The dynamic height is computed by dividing the NAVD 88
 EG0261.geopotential number by the normal gravity value computed on the
 EG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0261.degrees latitude (g = 980.6199 gals.).
 EG0261
 EG0261.The modeled gravity was interpolated from observed gravity values.
 EG0261
 EG0261;                    North         East    Units  Estimated Accuracy
 EG0261;SPC MS E     -   532,880.      360,140.      MT  (+/- 180 meters Scaled)
 EG0261
 EG0261                          SUPERSEDED SURVEY CONTROL
 EG0261
 EG0261  NGVD 29 (??/??/92)  125.338  (m)          411.21   (f) ADJ UNCH    2 0
 EG0261
 EG0261.Superseded values are not recommended for survey control.
 EG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0261.See file dsdata.txt to determine how the superseded data were derived.
 EG0261
 EG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC914965(NAD 83)
 EG0261_MARKER: DB = BENCH MARK DISK
 EG0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0261_STAMPING: F 170 1945
 EG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0261+STABILITY: SURFACE MOTION
 EG0261
 EG0261  HISTORY     - Date     Condition        Report By
 EG0261  HISTORY     - 1945     MONUMENTED       CGS
 EG0261  HISTORY     - 1962     GOOD             MSHD
 EG0261  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG0261  HISTORY     - 1978     GOOD             MSHD
 EG0261
 EG0261                          STATION DESCRIPTION
 EG0261
 EG0261'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0261'11.2 MI NE FROM TREMONT.
 EG0261'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND A GRAVEL ROAD AT
 EG0261'THE HOPEWELL SCHOOL ABOUT 8 MILES NORTH OF TREMONT, GO EAST ON A
 EG0261'WINDING GRAVEL ROAD FOR 2.2 MILES TO A T JUNCTION WITH A GRAVEL ROAD.
 EG0261'TURN RIGHT, SOUTH AND GO 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST
 EG0261'AND GO 0.5 MILE CROSSING A CREEK BOTTOM TO A GATE ON THE RIGHT AND THE
 EG0261'MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A CONCRETE
 EG0261'POST.  IT IS 20 FEET SOUTH OF THE CENTER OF THE ROAD, 17 FEET WEST OF
 EG0261'AN 18 INCH GUM TREE, 10 FEET NORTH OF A 15 INCH PERSIMMON TREE, 11.6
 EG0261'FEET NORTHWEST OF THE CENTER OF A GATE AND A FIELD ROAD LEADING
 EG0261'SOUTHWEST, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EG0261'GRAVEL ROAD AND 4 INCHES BELOW THE GROUND SURFACE.
 EG0261
 EG0261                          STATION RECOVERY (1965)
 EG0261
 EG0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0261'MARK NOT FOUND.
 EG0261
 EG0261                          STATION RECOVERY (1978)
 EG0261
 EG0261'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0261'THE MARK IS LOCATED 6.7 MILES NORTHEAST OF TREMONT ABOUT 0.2 MILE
 EG0261'WEST OF THE MISSISSIPPI-ALABAMA STATE LINE ABOUT 0.1 MILE EAST OF THE
 EG0261'EAST ONE OF TWO CREEKS IN THE NORTHEAST 1/4 OF SECTION 18, T 9S, R
 EG0261'11E. IT IS 20 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 10
 EG0261'FEET NORTHWEST OF THE CENTER OF THE ENTRANCE TO A FIELD, 1 FOOT
 EG0261'NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE
 EG0261'POST ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND IS FLUSH WITH THE
 EG0261'GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND U.S.
 EG0261'HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO NORTH ON STATE
 EG0261'HIGHWAY 23 FOR 5.7 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST
 EG0261'ON A BLACK TOP ROAD FOR 1.15 MILES TO A T INTERSECTION. TURN LEFT AND
 EG0261'GO NORTH ON A BLACK TOP ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT JUST
 EG0261'BEYOND A BRICK CHURCH ON THE LEFT. TURN RIGHT AND GO EAST ON A
 EG0261'GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0724 ***********************************************************************
 EG0724  DESIGNATION -  F 171
 EG0724  PID         -  EG0724
 EG0724  STATE/COUNTY-  MS/LEE
 EG0724  USGS QUAD   -  EVERGREEN (1979)
 EG0724
 EG0724                         *CURRENT SURVEY CONTROL
 EG0724  ___________________________________________________________________
 EG0724* NAD 83(1986)-  34 14 57.     (N)    088 34 10.     (W)     SCALED    
 EG0724* NAVD 88     -       118.938  (meters)     390.22   (feet)  ADJUSTED  
 EG0724  ___________________________________________________________________
 EG0724  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0724  DYNAMIC HT  -         118.818 (meters)     389.82  (feet)  COMP
 EG0724  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 EG0724
 EG0724  VERT ORDER  -  SECOND    CLASS 0
 EG0724
 EG0724.The horizontal coordinates were scaled from a topographic map and have
 EG0724.an estimated accuracy of +/- 6 seconds.
 EG0724
 EG0724.The orthometric height was determined by differential leveling
 EG0724.and adjusted in June 1991.
 EG0724
 EG0724.The geoid height was determined by GEOID03.
 EG0724
 EG0724.The dynamic height is computed by dividing the NAVD 88
 EG0724.geopotential number by the normal gravity value computed on the
 EG0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0724.degrees latitude (g = 980.6199 gals.).
 EG0724
 EG0724.The modeled gravity was interpolated from observed gravity values.
 EG0724
 EG0724;                    North         East    Units  Estimated Accuracy
 EG0724;SPC MS E     -   526,620.      324,310.      MT  (+/- 180 meters Scaled)
 EG0724
 EG0724                          SUPERSEDED SURVEY CONTROL
 EG0724
 EG0724  NGVD 29 (??/??/92)  118.845  (m)          389.91   (f) ADJ UNCH    2 0
 EG0724
 EG0724.Superseded values are not recommended for survey control.
 EG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0724.See file dsdata.txt to determine how the superseded data were derived.
 EG0724
 EG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC554908(NAD 83)
 EG0724_MARKER: DB = BENCH MARK DISK
 EG0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0724_STAMPING: F171 1946
 EG0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0724+STABILITY: SURFACE MOTION
 EG0724
 EG0724  HISTORY     - Date     Condition        Report By
 EG0724  HISTORY     - 1946     MONUMENTED       CGS
 EG0724  HISTORY     - 1965     GOOD             MSHD
 EG0724
 EG0724                          STATION DESCRIPTION
 EG0724
 EG0724'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0724'1.20 MI S FROM MOOREVILLE.
 EG0724'TO REACH THE MARK FROM THE POST OFFICE IN THE VILLAGE OF MOOREVILLE GO
 EG0724'SOUTH ON STATE HIGHWAY 371 FOR 1.2 MILES TO THE MARK ON THE RIGHT. THE
 EG0724'MARK IS A DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST. IT IS
 EG0724'78 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 62 FEET SOUTH OF A
 EG0724'POWER POLE NO. 30, 23 FEET NORTH OF A 30-INCH OAK TREE, 8 FEET SOUTH
 EG0724'OF A FENCE CORNER, 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EG0724'HOUSE, 2.5 FEET WEST OF A FENCE, 3 FEET WEST OF A METAL WITNESS POST
 EG0724'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1090 ***********************************************************************
 DJ1090  DESIGNATION -  F 172
 DJ1090  PID         -  DJ1090
 DJ1090  STATE/COUNTY-  MS/MONROE
 DJ1090  USGS QUAD   -  EGYPT (1965)
 DJ1090
 DJ1090                         *CURRENT SURVEY CONTROL
 DJ1090  ___________________________________________________________________
 DJ1090* NAD 83(1986)-  33 59 10.     (N)    088 39 35.     (W)     SCALED    
 DJ1090* NAVD 88     -        93.893  (meters)     308.05   (feet)  ADJUSTED  
 DJ1090  ___________________________________________________________________
 DJ1090  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DJ1090  DYNAMIC HT  -          93.798 (meters)     307.74  (feet)  COMP
 DJ1090  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DJ1090
 DJ1090  VERT ORDER  -  SECOND    CLASS 0
 DJ1090
 DJ1090.The horizontal coordinates were scaled from a topographic map and have
 DJ1090.an estimated accuracy of +/- 6 seconds.
 DJ1090
 DJ1090.The orthometric height was determined by differential leveling
 DJ1090.and adjusted in June 1991.
 DJ1090
 DJ1090.The geoid height was determined by GEOID03.
 DJ1090
 DJ1090.The dynamic height is computed by dividing the NAVD 88
 DJ1090.geopotential number by the normal gravity value computed on the
 DJ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1090.degrees latitude (g = 980.6199 gals.).
 DJ1090
 DJ1090.The modeled gravity was interpolated from observed gravity values.
 DJ1090
 DJ1090;                    North         East    Units  Estimated Accuracy
 DJ1090;SPC MS E     -   497,420.      316,040.      MT  (+/- 180 meters Scaled)
 DJ1090
 DJ1090                          SUPERSEDED SURVEY CONTROL
 DJ1090
 DJ1090  NGVD 29 (??/??/92)   93.829  (m)          307.84   (f) ADJ UNCH    2 0
 DJ1090
 DJ1090.Superseded values are not recommended for survey control.
 DJ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1090.See file dsdata.txt to determine how the superseded data were derived.
 DJ1090
 DJ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC466618(NAD 83)
 DJ1090_MARKER: DB = BENCH MARK DISK
 DJ1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1090_STAMPING: F 172 1946
 DJ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1090+STABILITY: SURFACE MOTION
 DJ1090
 DJ1090  HISTORY     - Date     Condition        Report By
 DJ1090  HISTORY     - 1946     MONUMENTED       CGS
 DJ1090  HISTORY     - 1972     GOOD             NGS
 DJ1090
 DJ1090                          STATION DESCRIPTION
 DJ1090
 DJ1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ1090'5.7 MI E FROM OKOLONA.
 DJ1090'ABOUT 5.7 MILES EAST ALONG STATE HIGHWAY 41 FROM ITS CROSSING WITH THE
 DJ1090'GULF, MOBILE AND OHIO RAILROAD AT OKOLONA, AT THE TOP AND WEST END OF
 DJ1090'A GRADE, 0.2 MILES WEST OF A CULVERT, IN A FENCE CORNER, 30 FEET SOUTH
 DJ1090'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 24.5 FEET
 DJ1090'NORTH OF A POWER LINE POLE, 2.5 FEET WEST OF FENCE, 2.5 FEET SOUTH OF
 DJ1090'FENCE, 1.5 FEET EAST OF A WHITE, WOODEN WITNESS POST. A BRONZE DISK
 DJ1090'SET IN THE TOP OF A CONCRETE POST, PROJECTING 5 IN. ABOVE THE GROUND.
 DJ1090
 DJ1090                          STATION RECOVERY (1972)
 DJ1090
 DJ1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1066 ***********************************************************************
 DJ1066  DESIGNATION -  F 173
 DJ1066  PID         -  DJ1066
 DJ1066  STATE/COUNTY-  MS/MONROE
 DJ1066  USGS QUAD   -  EGYPT (1965)
 DJ1066
 DJ1066                         *CURRENT SURVEY CONTROL
 DJ1066  ___________________________________________________________________
 DJ1066* NAD 83(1986)-  33 53 37.     (N)    088 41 40.     (W)     SCALED    
 DJ1066* NAVD 88     -        85.601  (meters)     280.84   (feet)  ADJUSTED  
 DJ1066  ___________________________________________________________________
 DJ1066  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DJ1066  DYNAMIC HT  -          85.515 (meters)     280.56  (feet)  COMP
 DJ1066  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 DJ1066
 DJ1066  VERT ORDER  -  FIRST     CLASS II
 DJ1066
 DJ1066.The horizontal coordinates were scaled from a topographic map and have
 DJ1066.an estimated accuracy of +/- 6 seconds.
 DJ1066
 DJ1066.The orthometric height was determined by differential leveling
 DJ1066.and adjusted in June 1991.
 DJ1066
 DJ1066.The geoid height was determined by GEOID03.
 DJ1066
 DJ1066.The dynamic height is computed by dividing the NAVD 88
 DJ1066.geopotential number by the normal gravity value computed on the
 DJ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1066.degrees latitude (g = 980.6199 gals.).
 DJ1066
 DJ1066.The modeled gravity was interpolated from observed gravity values.
 DJ1066
 DJ1066;                    North         East    Units  Estimated Accuracy
 DJ1066;SPC MS E     -   487,160.      312,850.      MT  (+/- 180 meters Scaled)
 DJ1066
 DJ1066                          SUPERSEDED SURVEY CONTROL
 DJ1066
 DJ1066  NGVD 29 (??/??/92)   85.573  (m)          280.75   (f) ADJ UNCH    1 2
 DJ1066
 DJ1066.Superseded values are not recommended for survey control.
 DJ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1066.See file dsdata.txt to determine how the superseded data were derived.
 DJ1066
 DJ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC433516(NAD 83)
 DJ1066_MARKER: DB = BENCH MARK DISK
 DJ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1066_STAMPING: F 173 1946
 DJ1066_MARK LOGO: CGS   
 DJ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1066+STABILITY: SURFACE MOTION
 DJ1066
 DJ1066  HISTORY     - Date     Condition        Report By
 DJ1066  HISTORY     - 1946     MONUMENTED       CGS
 DJ1066  HISTORY     - 1963     GOOD             MSHD
 DJ1066  HISTORY     - 1983     GOOD             NGS
 DJ1066
 DJ1066                          STATION DESCRIPTION
 DJ1066
 DJ1066'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1066'10.3 MI NW FROM ABERDEEN.
 DJ1066'TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN, GO NORTHWEST ALONG
 DJ1066'U. S. HIGHWAY 45 E FOR 3.9 MILES TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 DJ1066'AND GO WEST AND NORTHWEST 6.4 MILES ALONG THE ROAD LEADING TO EGYPT TO
 DJ1066'THE NEW HEBRON CHURCH AND THE MARK ON THE LEFT. THE MARK IS A DISK SET
 DJ1066'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST. IT IS 150 FEET NORTHWEST
 DJ1066'OF THE NORTHWEST CORNER OF THE CHURCH, 40 FEET SOUTH OF THE CENTER OF
 DJ1066'THE GRAVEL ROAD, 20 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A
 DJ1066'FENCE, ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS 6 INCHES. A METAL
 DJ1066'WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 DJ1066
 DJ1066                          STATION RECOVERY (1983)
 DJ1066
 DJ1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0347 ***********************************************************************
 EG0347  DESIGNATION -  F 175
 EG0347  PID         -  EG0347
 EG0347  STATE/COUNTY-  MS/ITAWAMBA
 EG0347  USGS QUAD   -  TREMONT (1992)
 EG0347
 EG0347                         *CURRENT SURVEY CONTROL
 EG0347  ___________________________________________________________________
 EG0347* NAD 83(1986)-  34 11 00.     (N)    088 19 52.     (W)     SCALED    
 EG0347* NAVD 88     -       118.194  (meters)     387.77   (feet)  ADJUSTED  
 EG0347  ___________________________________________________________________
 EG0347  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0347  DYNAMIC HT  -         118.074 (meters)     387.38  (feet)  COMP
 EG0347  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 EG0347
 EG0347  VERT ORDER  -  SECOND    CLASS 0
 EG0347
 EG0347.The horizontal coordinates were scaled from a topographic map and have
 EG0347.an estimated accuracy of +/- 6 seconds.
 EG0347
 EG0347.The orthometric height was determined by differential leveling
 EG0347.and adjusted in June 1991.
 EG0347
 EG0347.The geoid height was determined by GEOID03.
 EG0347
 EG0347.The dynamic height is computed by dividing the NAVD 88
 EG0347.geopotential number by the normal gravity value computed on the
 EG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0347.degrees latitude (g = 980.6199 gals.).
 EG0347
 EG0347.The modeled gravity was interpolated from observed gravity values.
 EG0347
 EG0347;                    North         East    Units  Estimated Accuracy
 EG0347;SPC MS E     -   519,400.      346,300.      MT  (+/- 180 meters Scaled)
 EG0347
 EG0347                          SUPERSEDED SURVEY CONTROL
 EG0347
 EG0347  NGVD 29 (??/??/92)  118.13   (m)          387.6    (f) COMPUTED    2 0
 EG0347
 EG0347.Superseded values are not recommended for survey control.
 EG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0347.See file dsdata.txt to determine how the superseded data were derived.
 EG0347
 EG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC773832(NAD 83)
 EG0347_MARKER: DB = BENCH MARK DISK
 EG0347_SETTING: 0 = UNSPECIFIED SETTING
 EG0347_STAMPING: F 175 1946
 EG0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0347
 EG0347  HISTORY     - Date     Condition        Report By
 EG0347  HISTORY     - 1946     MONUMENTED       CGS
 EG0347  HISTORY     - 1962     MARK NOT FOUND   LADH
 EG0347  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG0347
 EG0347                          STATION DESCRIPTION
 EG0347
 EG0347'DESCRIBED BY LA DEPT OF HIGHWAYS 1962
 EG0347'1.5 MI SE FROM TILDEN.
 EG0347'THE MARK CAN BE REACHED FROM THE HARRISON AND BOWEN STORE AT TILDEN BY
 EG0347'GOING 0.6 MILE SOUTH ALONG STATE HIGHWAY 25, THENCE ABOUT 0.9 MILE
 EG0347'EAST ALONG A GRAVELED ROAD KNOWN LOCALLY AS THE HORNS CROSSING ROAD.
 EG0347'THE BENCH MARK IS IN THE YARD OF E. L. DOVE FARM HOUSE KNOWN AS THE
 EG0347'OLD HENDERSON PLACE, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27
 EG0347'FEET NORTH-NORTHWEST OF THE HOUSE, 8 FEET NORTH OF THE WELL, AND 3
 EG0347'FEET NORTH OF A WHITE WITNESS POST.
 EG0347
 EG0347                          STATION RECOVERY (1965)
 EG0347
 EG0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0344 ***********************************************************************
 EG0344  DESIGNATION -  F 176
 EG0344  PID         -  EG0344
 EG0344  STATE/COUNTY-  MS/MONROE
 EG0344  USGS QUAD   -  TURON (1979)
 EG0344
 EG0344                         *CURRENT SURVEY CONTROL
 EG0344  ___________________________________________________________________
 EG0344* NAD 83(1986)-  34 03 49.     (N)    088 15 19.     (W)     SCALED    
 EG0344* NAVD 88     -       125.126  (meters)     410.52   (feet)  ADJUSTED  
 EG0344  ___________________________________________________________________
 EG0344  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0344  DYNAMIC HT  -         124.999 (meters)     410.10  (feet)  COMP
 EG0344  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 EG0344
 EG0344  VERT ORDER  -  SECOND    CLASS 0
 EG0344
 EG0344.The horizontal coordinates were scaled from a topographic map and have
 EG0344.an estimated accuracy of +/- 6 seconds.
 EG0344
 EG0344.The orthometric height was determined by differential leveling
 EG0344.and adjusted in June 1991.
 EG0344
 EG0344.The geoid height was determined by GEOID03.
 EG0344
 EG0344.The dynamic height is computed by dividing the NAVD 88
 EG0344.geopotential number by the normal gravity value computed on the
 EG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0344.degrees latitude (g = 980.6199 gals.).
 EG0344
 EG0344.The modeled gravity was interpolated from observed gravity values.
 EG0344
 EG0344;                    North         East    Units  Estimated Accuracy
 EG0344;SPC MS E     -   506,150.      353,360.      MT  (+/- 180 meters Scaled)
 EG0344
 EG0344                          SUPERSEDED SURVEY CONTROL
 EG0344
 EG0344  NGVD 29 (??/??/92)  125.069  (m)          410.33   (f) ADJ UNCH    2 0
 EG0344
 EG0344.Superseded values are not recommended for survey control.
 EG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0344.See file dsdata.txt to determine how the superseded data were derived.
 EG0344
 EG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC841699(NAD 83)
 EG0344_MARKER: DB = BENCH MARK DISK
 EG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0344_STAMPING: F 176 1946
 EG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0344+STABILITY: SURFACE MOTION
 EG0344
 EG0344  HISTORY     - Date     Condition        Report By
 EG0344  HISTORY     - 1946     MONUMENTED       CGS
 EG0344  HISTORY     - 1963     GOOD             MSHD
 EG0344
 EG0344                          STATION DESCRIPTION
 EG0344
 EG0344'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0344'13.8 MI NE FROM AMORY.
 EG0344'FROM THE POST OFFICE AT GREENWOOD SPRINGS GO NORTHEAST ON BLACK TOP
 EG0344'ROAD KNOWN LOCALLY AS THE GREENWOOD SPRINGS-SPLUNGE ROAD FOR 7.7 MILES
 EG0344'TO A T ROAD, TURN RIGHT AND GO 0.95 MILE TO A GRAVEL ROAD ON THE LEFT,
 EG0344'TURN LEFT, NORTH, ON GRAVEL ROAD AND GO 5.15 MILES TO AN INTERSECTION
 EG0344'WITH AN EAST-WEST GRAVEL ROAD AT A CEMETERY, TURN LEFT, WEST AND GO
 EG0344'0.4 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT AND GO 0.9
 EG0344'MILES TO THE ELLIE MARKAM HOME ON THE LEFT AND THE MARK AS DESCRIBED.
 EG0344'THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST. IT
 EG0344'IS 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 19 FEET
 EG0344'NORTHWEST OF THE CENTER OF THE ROAD, 14 FEET SOUTHEAST OF AN OLD WELL,
 EG0344'2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD AND PROJECTS 5 INCHES. A
 EG0344'METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0481 ***********************************************************************
 DJ0481  DESIGNATION -  F 177
 DJ0481  PID         -  DJ0481
 DJ0481  STATE/COUNTY-  MS/NOXUBEE
 DJ0481  USGS QUAD   -  CLIFTONVILLE (1973)
 DJ0481
 DJ0481                         *CURRENT SURVEY CONTROL
 DJ0481  ___________________________________________________________________
 DJ0481* NAD 83(1986)-  33 08 49.     (N)    088 23 19.     (W)     SCALED    
 DJ0481* NAVD 88     -        60.918  (meters)     199.86   (feet)  ADJUSTED  
 DJ0481  ___________________________________________________________________
 DJ0481  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DJ0481  DYNAMIC HT  -          60.851 (meters)     199.64  (feet)  COMP
 DJ0481  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DJ0481
 DJ0481  VERT ORDER  -  SECOND    CLASS 0
 DJ0481
 DJ0481.The horizontal coordinates were scaled from a topographic map and have
 DJ0481.an estimated accuracy of +/- 6 seconds.
 DJ0481
 DJ0481.The orthometric height was determined by differential leveling
 DJ0481.and adjusted in June 1991.
 DJ0481
 DJ0481.The geoid height was determined by GEOID03.
 DJ0481
 DJ0481.The dynamic height is computed by dividing the NAVD 88
 DJ0481.geopotential number by the normal gravity value computed on the
 DJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0481.degrees latitude (g = 980.6199 gals.).
 DJ0481
 DJ0481.The modeled gravity was interpolated from observed gravity values.
 DJ0481
 DJ0481;                    North         East    Units  Estimated Accuracy
 DJ0481;SPC MS E     -   404,420.      341,490.      MT  (+/- 180 meters Scaled)
 DJ0481
 DJ0481                          SUPERSEDED SURVEY CONTROL
 DJ0481
 DJ0481  NGVD 29 (??/??/92)   60.884  (m)          199.75   (f) ADJ UNCH    2 0
 DJ0481
 DJ0481.Superseded values are not recommended for survey control.
 DJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0481.See file dsdata.txt to determine how the superseded data were derived.
 DJ0481
 DJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB704684(NAD 83)
 DJ0481_MARKER: DB = BENCH MARK DISK
 DJ0481_SETTING: 0 = UNSPECIFIED SETTING
 DJ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0481
 DJ0481  HISTORY     - Date     Condition        Report By
 DJ0481  HISTORY     - UNK      MONUMENTED       CGS
 DJ0481  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0481
 DJ0481                          STATION DESCRIPTION
 DJ0481
 DJ0481'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0481'0.25 MI E FROM PRAIRIE POINT.
 DJ0481'ABOUT 0.25 MILE EAST OF THE POST OFFICE AT PRAIRIE POINT, 185 FEET
 DJ0481'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE CHURCH BUILDING, AT THE
 DJ0481'NORTHEAST EDGE OF A GROUP OF LARGE OAK TREES AROUND THE CHURCH, 150
 DJ0481'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL UNPAINTED HOUSE, 26 FEET
 DJ0481'SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, AND 2 FEET
 DJ0481'EAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0210 ***********************************************************************
 DJ0210  DESIGNATION -  F 178
 DJ0210  PID         -  DJ0210
 DJ0210  STATE/COUNTY-  MS/MONROE
 DJ0210  USGS QUAD   -  AMORY SW (1992)
 DJ0210
 DJ0210                         *CURRENT SURVEY CONTROL
 DJ0210  ___________________________________________________________________
 DJ0210* NAD 83(1986)-  33 47 42.     (N)    088 27 42.     (W)     SCALED    
 DJ0210* NAVD 88     -        67.366  (meters)     221.02   (feet)  ADJUSTED  
 DJ0210  ___________________________________________________________________
 DJ0210  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0210  DYNAMIC HT  -          67.297 (meters)     220.79  (feet)  COMP
 DJ0210  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 DJ0210
 DJ0210  VERT ORDER  -  SECOND    CLASS 0
 DJ0210
 DJ0210.The horizontal coordinates were scaled from a topographic map and have
 DJ0210.an estimated accuracy of +/- 6 seconds.
 DJ0210
 DJ0210.The orthometric height was determined by differential leveling
 DJ0210.and adjusted in June 1991.
 DJ0210
 DJ0210.The geoid height was determined by GEOID03.
 DJ0210
 DJ0210.The dynamic height is computed by dividing the NAVD 88
 DJ0210.geopotential number by the normal gravity value computed on the
 DJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0210.degrees latitude (g = 980.6199 gals.).
 DJ0210
 DJ0210.The modeled gravity was interpolated from observed gravity values.
 DJ0210
 DJ0210;                    North         East    Units  Estimated Accuracy
 DJ0210;SPC MS E     -   476,270.      334,420.      MT  (+/- 180 meters Scaled)
 DJ0210
 DJ0210                          SUPERSEDED SURVEY CONTROL
 DJ0210
 DJ0210  NGVD 29 (??/??/92)   67.332  (m)          220.91   (f) ADJ UNCH    2 0
 DJ0210
 DJ0210.Superseded values are not recommended for survey control.
 DJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0210.See file dsdata.txt to determine how the superseded data were derived.
 DJ0210
 DJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC646403(NAD 83)
 DJ0210_MARKER: DB = BENCH MARK DISK
 DJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0210_STAMPING: F 178 1946
 DJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0210+STABILITY: SURFACE MOTION
 DJ0210
 DJ0210  HISTORY     - Date     Condition        Report By
 DJ0210  HISTORY     - 1946     MONUMENTED       CGS
 DJ0210  HISTORY     - 1963     GOOD             MSHD
 DJ0210  HISTORY     - 1964     GOOD             NGS
 DJ0210
 DJ0210                          STATION DESCRIPTION
 DJ0210
 DJ0210'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0210'5.5 MI SE FROM ABERDEEN.
 DJ0210'TO REACH FROM THE POST OFFICE IN ABERDEEN, GO SOUTHEAST ON U. S.
 DJ0210'HIGHWAY 45 FOR 5.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0210'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 80 FEET WEST
 DJ0210'OF THE WEST CORNER OF A FARM HOUSE, 48 FEET NORTHEAST OF THE CENTER OF
 DJ0210'THE HIGHWAY, 19 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 2.0 FEET
 DJ0210'WEST OF A FENCE CORNER, 18 FEET WEST OF A POWER LINE POLE WITH A
 DJ0210'TRANSFORMER, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 DJ0210'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 DJ0210
 DJ0210                          STATION RECOVERY (1964)
 DJ0210
 DJ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DJ0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0022 ***********************************************************************
 DJ0022  DESIGNATION -  F 179
 DJ0022  PID         -  DJ0022
 DJ0022  STATE/COUNTY-  MS/MONROE
 DJ0022  USGS QUAD   -  AMORY SW (1992)
 DJ0022
 DJ0022                         *CURRENT SURVEY CONTROL
 DJ0022  ___________________________________________________________________
 DJ0022* NAD 83(1986)-  33 48 11.     (N)    088 27 45.     (W)     SCALED    
 DJ0022* NAVD 88     -        66.221  (meters)     217.26   (feet)  ADJUSTED  
 DJ0022  ___________________________________________________________________
 DJ0022  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0022  DYNAMIC HT  -          66.153 (meters)     217.04  (feet)  COMP
 DJ0022  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 DJ0022
 DJ0022  VERT ORDER  -  SECOND    CLASS 0
 DJ0022
 DJ0022.The horizontal coordinates were scaled from a topographic map and have
 DJ0022.an estimated accuracy of +/- 6 seconds.
 DJ0022
 DJ0022.The orthometric height was determined by differential leveling
 DJ0022.and adjusted in June 1991.
 DJ0022
 DJ0022.The geoid height was determined by GEOID03.
 DJ0022
 DJ0022.The dynamic height is computed by dividing the NAVD 88
 DJ0022.geopotential number by the normal gravity value computed on the
 DJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0022.degrees latitude (g = 980.6199 gals.).
 DJ0022
 DJ0022.The modeled gravity was interpolated from observed gravity values.
 DJ0022
 DJ0022;                    North         East    Units  Estimated Accuracy
 DJ0022;SPC MS E     -   477,170.      334,340.      MT  (+/- 180 meters Scaled)
 DJ0022
 DJ0022                          SUPERSEDED SURVEY CONTROL
 DJ0022
 DJ0022  NGVD 29 (??/??/92)   66.184  (m)          217.14   (f) ADJ UNCH    2 0
 DJ0022
 DJ0022.Superseded values are not recommended for survey control.
 DJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0022.See file dsdata.txt to determine how the superseded data were derived.
 DJ0022
 DJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC646412(NAD 83)
 DJ0022_MARKER: DB = BENCH MARK DISK
 DJ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0022_STAMPING: F 179 1946
 DJ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0022+STABILITY: SURFACE MOTION
 DJ0022
 DJ0022  HISTORY     - Date     Condition        Report By
 DJ0022  HISTORY     - 1946     MONUMENTED       CGS
 DJ0022  HISTORY     - 1963     GOOD             MSHD
 DJ0022
 DJ0022                          STATION DESCRIPTION
 DJ0022
 DJ0022'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0022'5.2 MI SE FROM ABERDEEN.
 DJ0022'TO REACH FROM THE POST OFFICE IN ABERDEEN, GO SOUTHEAST ALONG U. S.
 DJ0022'HIGHWAY 45 FOR 4.9 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST AND GO
 DJ0022'0.3 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP
 DJ0022'OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 130 FEET NORTHWEST OF A ROAD
 DJ0022'CROSSING, 75 FEET WEST OF THE SOUTHWEST CORNER OF AN OLD STORE
 DJ0022'BUILDING, 33 FEET NORTH OF THE CENTER OF THE ROAD, 30.0 FEET EAST OF A
 DJ0022'36 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND PROJECTS 1 INCH.  A
 DJ0022'METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1234 ***********************************************************************
 BH1234  DESIGNATION -  F 18
 BH1234  PID         -  BH1234
 BH1234  STATE/COUNTY-  MS/HANCOCK
 BH1234  USGS QUAD   -  LOGTOWN (1993)
 BH1234
 BH1234                         *CURRENT SURVEY CONTROL
 BH1234  ___________________________________________________________________
 BH1234* NAD 83(1986)-  30 21 36.     (N)    089 36 53.     (W)     SCALED    
 BH1234* NAVD 88     -         7.71   (+/-2cm)      25.3    (feet)  VERTCON   
 BH1234  ___________________________________________________________________
 BH1234  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BH1234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1234
 BH1234.The horizontal coordinates were scaled from a topographic map and have
 BH1234.an estimated accuracy of +/- 6 seconds.
 BH1234
 BH1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1234.The vertical order pertains to the NGVD 29 superseded value.
 BH1234
 BH1234.The geoid height was determined by GEOID03.
 BH1234
 BH1234;                    North         East    Units  Estimated Accuracy
 BH1234;SPC MS E     -    95,590.      224,880.      MT  (+/- 180 meters Scaled)
 BH1234
 BH1234                          SUPERSEDED SURVEY CONTROL
 BH1234
 BH1234  NGVD 29 (??/??/??)    7.666  (m)           25.15   (f) ADJUSTED    2 0
 BH1234
 BH1234.Superseded values are not recommended for survey control.
 BH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1234.See file dsdata.txt to determine how the superseded data were derived.
 BH1234
 BH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU486615(NAD 83)
 BH1234_MARKER: DB = BENCH MARK DISK
 BH1234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1234_SP_SET: HEADWALL
 BH1234_STAMPING: F 18 1934
 BH1234_MARK LOGO: CGS   
 BH1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1234+STABILITY: SURFACE MOTION
 BH1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1234+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 BH1234
 BH1234  HISTORY     - Date     Condition        Report By
 BH1234  HISTORY     - 1934     MONUMENTED       CGS
 BH1234  HISTORY     - 1974     GOOD             MSHD
 BH1234  HISTORY     - 19910211 GOOD             MSHD
 BH1234  HISTORY     - 19930311 MARK NOT FOUND   NGS
 BH1234
 BH1234                          STATION DESCRIPTION
 BH1234
 BH1234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BH1234'7.3 MI N FROM PEARLINGTON.
 BH1234'THE MARK IS LOCATED 7.3 MILES NORTH OF PEARLINGTON AT THE JUNCTION OF
 BH1234'OLD HIGHWAY 43 AND H ROAD ON THE GROUNDS OF THE MISSISSIPPI TEST
 BH1234'FACILITY, 9.4 MILES SE OF NICKOLSON ABOUT 0.5 MILE NORTH OF THE SOUTH
 BH1234'GATE.  IT IS 14 FEET NE OF THE CENTER OF OLD HIGHWAY 43, 17 FEET NE OF
 BH1234'THE PROJECTED SOUTH TANGENT OF A BLACK TOP ROAD, 144 FEET SE OF A
 BH1234'POWER BRACE POLE, 120 FEET EAST OF ANOTHER POWER POLE, 1 FOOT SE OF A
 BH1234'METAL WITNESS POST SET IN A DRILL HOLE IN THE NW END OF THE SE
 BH1234'HEADWALL OF A 2 X 3 FOOT BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE
 BH1234'LEVEL OF THE HIGHWAY.  TO REACH FROM THE I-10 BRIDGE OVER STATE
 BH1234'HIGHWAY 607 ABOUT 17.5 MILES WEST OF BAY ST. LOUIS GO NW ON HIGHWAY
 BH1234'607 FOR 2.7 MILES TO THE SOUTH GATE TO THE M.T.F.  CONTINUE NW ON
 BH1234'HIGHWAY 607 FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 BH1234'ROAD H FOR 0.6 MILE TO THE JUNCTION OF OLD HIGHWAY 43 AND THE MARK ON
 BH1234'THE LEFT.
 BH1234
 BH1234                          STATION RECOVERY (1991)
 BH1234
 BH1234'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BH1234'RECOVERED IN GOOD CONDITION.
 BH1234
 BH1234                          STATION RECOVERY (1993)
 BH1234
 BH1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1234'THE CULVERT AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 BH1234'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3116 ***********************************************************************
 BH3116  DESIGNATION -  F 18 RESET
 BH3116  PID         -  BH3116
 BH3116  STATE/COUNTY-  MS/HANCOCK
 BH3116  USGS QUAD   -  LOGTOWN (1993)
 BH3116
 BH3116                         *CURRENT SURVEY CONTROL
 BH3116  ___________________________________________________________________
 BH3116* NAD 83(2007)-  30 21 33.25732(N)    089 36 53.01218(W)     ADJUSTED  
 BH3116* NAVD 88     -         8.077  (meters)      26.50   (feet)  ADJUSTED  
 BH3116  ___________________________________________________________________
 BH3116  EPOCH DATE  -        2002.00
 BH3116  X           -      37,038.684 (meters)                     COMP
 BH3116  Y           -  -5,508,095.870 (meters)                     COMP
 BH3116  Z           -   3,204,789.603 (meters)                     COMP
 BH3116  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 BH3116  ELLIP HEIGHT-         -19.114 (meters)          (02/10/07) ADJUSTED
 BH3116  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BH3116  DYNAMIC HT  -           8.067 (meters)      26.47  (feet)  COMP
 BH3116
 BH3116  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH3116  Type    PID    Designation                      North   East  Ellip
 BH3116  -------------------------------------------------------------------
 BH3116  NETWORK BH3116 F 18 RESET                        0.08   0.06   0.53
 BH3116  -------------------------------------------------------------------
 BH3116  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BH3116
 BH3116  VERT ORDER  -  FIRST     CLASS II
 BH3116
 BH3116.This is a reference station for the STENNIS
 BH3116.National Continuously Operating Reference Station (NDBC).
 BH3116
 BH3116.The horizontal coordinates were established by GPS observations
 BH3116.and adjusted by the National Geodetic Survey in February 2007.
 BH3116
 BH3116.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH3116.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH3116.The horizontal coordinates are valid at the epoch date displayed above.
 BH3116.The epoch date for horizontal control is a decimal equivalence
 BH3116.of Year/Month/Day.
 BH3116
 BH3116.The orthometric height was determined by differential leveling
 BH3116.and adjusted in February 1994.
 BH3116
 BH3116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3116
 BH3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3116
 BH3116.The ellipsoidal height was determined by GPS observations
 BH3116.and is referenced to NAD 83.
 BH3116
 BH3116.The geoid height was determined by GEOID03.
 BH3116
 BH3116.The dynamic height is computed by dividing the NAVD 88
 BH3116.geopotential number by the normal gravity value computed on the
 BH3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3116.degrees latitude (g = 980.6199 gals.).
 BH3116
 BH3116.The modeled gravity was interpolated from observed gravity values.
 BH3116
 BH3116;                    North         East     Units Scale Factor Converg.
 BH3116;SPC MS E     -    95,501.774   224,882.001   MT  1.00001959   -0 23 41.8
 BH3116;SPC MS E     -   313,325.40    737,800.36   sFT  1.00001959   -0 23 41.8
 BH3116;UTM  16      - 3,361,492.500   248,686.036   MT  1.00037925   -1 19 20.0
 BH3116
 BH3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3116!SPC MS E     -   1.00000300  x   1.00001959  =   1.00002259
 BH3116!UTM  16      -   1.00000300  x   1.00037925  =   1.00038225
 BH3116
 BH3116                          SUPERSEDED SURVEY CONTROL
 BH3116
 BH3116  ELLIP H (10/31/00)  -19.112  (m)                       GP(       ) 3 2
 BH3116  NAD 83(1993)-  30 21 33.25746(N)    089 36 53.01280(W) AD(       ) B
 BH3116  ELLIP H (06/16/98)  -19.049  (m)                       GP(       ) 3 2
 BH3116  NAVD 88 (06/16/98)    8.08   (m)           26.5    (f) LEVELING    3  
 BH3116  NGVD 29 (08/12/04)    8.02   (m)           26.3    (f) RESET       3  
 BH3116
 BH3116.Superseded values are not recommended for survey control.
 BH3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3116.See file dsdata.txt to determine how the superseded data were derived.
 BH3116
 BH3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4868661492(NAD 83)
 BH3116_MARKER: DV = VERTICAL CONTROL DISK
 BH3116_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH3116+WITH SETTING: PAVEMENT
 BH3116_SP_SET: MANHOLE BASE
 BH3116_STAMPING: F 18 RESET 1991
 BH3116_MARK LOGO: NGS   
 BH3116_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3116+STABILITY: SURFACE MOTION
 BH3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3116+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3116
 BH3116  HISTORY     - Date     Condition        Report By
 BH3116  HISTORY     - 1991     MONUMENTED       MSHD
 BH3116  HISTORY     - 19930312 GOOD             NGS
 BH3116  HISTORY     - 19980123 GOOD             NGS
 BH3116  HISTORY     - 20050817 GOOD             NGS
 BH3116
 BH3116                          STATION DESCRIPTION
 BH3116
 BH3116'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BH3116'2.20 MI (3.54 KM) NORTHWEST ALONG STATE HIGHWAY 607 FROM THE JUNCTION
 BH3116'OF INTERSTATE HIGHJWAY 10,  17.5 MI (28.2 KM) WEST OF BAY ST LOUIS,
 BH3116'TO THE SOUTH GATE TO THE NASA TEST SITE, CONTINUE NORTHWEST ON STATE
 BH3116'HIGHWAY 607 (A ROAD) FOR 0.85 MI (1.37 KM) TO JUNCTION OF H ROAD, TURN
 BH3116'RIGHT AND GO EAST ON H ROAD FOR 0.6 MI (1.0 KM) TO JUNCTION OF
 BH3116'OLD HIGHWAY 43 AND MARK ON RIGHT, IN TOP OF THE NORTHEAST CORNER
 BH3116'OF AN 8 X 8 FOOT CONCRETE BASE FOR MANHOLE COVER, 65.5 FT (20.0 M)
 BH3116'WEST SOUTHWEST OF OLD HIGHWAY 43, 178.5 FT (54.4 M) NORTH OF A POWER
 BH3116'POLE, 89.0 FT (27.1 M) EAST NORTHEAST OF EDGE OF WOODS, 58.0 FT
 BH3116'(17.7 M) SOUTHEAST OF A POWER POLE WITH A METER AND THREE
 BH3116'TRANSFORMERS AND 0.5 FT (0.2 M) WEST SOUTHWEST OF A METAL WITNESS
 BH3116'POST AND SIGN.
 BH3116
 BH3116                          STATION RECOVERY (1993)
 BH3116
 BH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH3116'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH3116'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 14.3 KM
 BH3116'(8.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, THENCE 0.9 KM (0.55
 BH3116'MI) EASTERLY ALONG H ROAD, NEAR THE NORTHEAST CORNER OF AN 8 BY
 BH3116'8-FOOT CONCRETE PAD SUPPORTING A MANHOLE COVER, 0.1 KM (0.05 MI)
 BH3116'SOUTH OF THE INTERSECTION OF OLD STATE HIGHWAY 43, 20.4 M (66.9 FT)
 BH3116'SOUTHWEST OF THE ROAD CENTERLINE, 17.6 M (57.7 FT) SOUTHEAST OF A
 BH3116'UTILITY POLE WITH 3 TRANSFORMERS, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 BH3116'THE ROAD, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.
 BH3116
 BH3116                          STATION RECOVERY (1998)
 BH3116
 BH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 BH3116'THE STATION WAS RECOVERED USING THE LATEST DESCRIPTION, ALL DIRECTION
 BH3116'AND DISTANCES CHECKED.
 BH3116
 BH3116                          STATION RECOVERY (2005)
 BH3116
 BH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1046 ***********************************************************************
 DJ1046  DESIGNATION -  F 180
 DJ1046  PID         -  DJ1046
 DJ1046  STATE/COUNTY-  MS/MONROE
 DJ1046  USGS QUAD   -  STRONG (1987)
 DJ1046
 DJ1046                         *CURRENT SURVEY CONTROL
 DJ1046  ___________________________________________________________________
 DJ1046* NAD 83(1986)-  33 41 38.     (N)    088 32 30.     (W)     SCALED    
 DJ1046* NAVD 88     -        79.987  (meters)     262.42   (feet)  ADJUSTED  
 DJ1046  ___________________________________________________________________
 DJ1046  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DJ1046  DYNAMIC HT  -          79.905 (meters)     262.15  (feet)  COMP
 DJ1046  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 DJ1046
 DJ1046  VERT ORDER  -  SECOND    CLASS 0
 DJ1046
 DJ1046.The horizontal coordinates were scaled from a topographic map and have
 DJ1046.an estimated accuracy of +/- 6 seconds.
 DJ1046
 DJ1046.The orthometric height was determined by differential leveling
 DJ1046.and adjusted in June 1991.
 DJ1046
 DJ1046.The geoid height was determined by GEOID03.
 DJ1046
 DJ1046.The dynamic height is computed by dividing the NAVD 88
 DJ1046.geopotential number by the normal gravity value computed on the
 DJ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1046.degrees latitude (g = 980.6199 gals.).
 DJ1046
 DJ1046.The modeled gravity was interpolated from observed gravity values.
 DJ1046
 DJ1046;                    North         East    Units  Estimated Accuracy
 DJ1046;SPC MS E     -   465,030.      327,040.      MT  (+/- 180 meters Scaled)
 DJ1046
 DJ1046                          SUPERSEDED SURVEY CONTROL
 DJ1046
 DJ1046  NGVD 29 (??/??/92)   79.94   (m)          262.3    (f) COMPUTED    2 0
 DJ1046
 DJ1046.Superseded values are not recommended for survey control.
 DJ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1046.See file dsdata.txt to determine how the superseded data were derived.
 DJ1046
 DJ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC571292(NAD 83)
 DJ1046_MARKER: DB = BENCH MARK DISK
 DJ1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1046_MARK LOGO: CGS   
 DJ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1046+STABILITY: SURFACE MOTION
 DJ1046
 DJ1046  HISTORY     - Date     Condition        Report By
 DJ1046  HISTORY     - UNK      MONUMENTED       CGS
 DJ1046  HISTORY     - 1963     GOOD             MSHD
 DJ1046  HISTORY     - 1983     GOOD             NGS
 DJ1046
 DJ1046                          STATION DESCRIPTION
 DJ1046
 DJ1046'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1046'3.7 MI E FROM STRONG.
 DJ1046'TO REACH FROM THE POST OFFICE IN STRONG, GO EAST ON A GRAVEL ROAD 3.7
 DJ1046'MILES TO A Y INTERSECTION AND THE MARK ON THE RIGHT.  THE MARK IS A
 DJ1046'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 45 FEET
 DJ1046'SOUTHEAST OF THE CENTER OF THE ROAD INTERSECTION, 37 FEET SOUTH OF THE
 DJ1046'CENTER OF THE MAIN ROAD, 1.0 FOOT SOUTHWEST OF A WIRE FENCE, 1 FOOT
 DJ1046'ABOVE THE LEVEL OF THE Y INTERSECTION AND PROJECTS 2 INCHES.  A METAL
 DJ1046'WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 DJ1046
 DJ1046                          STATION RECOVERY (1983)
 DJ1046
 DJ1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1046'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD, RAILROAD
 DJ1046'CROSSING.  NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0795 ***********************************************************************
 DJ0795  DESIGNATION -  F 181
 DJ0795  PID         -  DJ0795
 DJ0795  STATE/COUNTY-  MS/LOWNDES
 DJ0795  USGS QUAD   -  BENT OAK (1987)
 DJ0795
 DJ0795                         *CURRENT SURVEY CONTROL
 DJ0795  ___________________________________________________________________
 DJ0795* NAD 83(1986)-  33 26 01.     (N)    088 33 51.     (W)     SCALED    
 DJ0795* NAVD 88     -        68.419  (meters)     224.47   (feet)  ADJUSTED  
 DJ0795  ___________________________________________________________________
 DJ0795  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ0795  DYNAMIC HT  -          68.346 (meters)     224.23  (feet)  COMP
 DJ0795  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DJ0795
 DJ0795  VERT ORDER  -  SECOND    CLASS 0
 DJ0795
 DJ0795.The horizontal coordinates were scaled from a topographic map and have
 DJ0795.an estimated accuracy of +/- 6 seconds.
 DJ0795
 DJ0795.The orthometric height was determined by differential leveling
 DJ0795.and adjusted in June 1991.
 DJ0795
 DJ0795.The geoid height was determined by GEOID03.
 DJ0795
 DJ0795.The dynamic height is computed by dividing the NAVD 88
 DJ0795.geopotential number by the normal gravity value computed on the
 DJ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0795.degrees latitude (g = 980.6199 gals.).
 DJ0795
 DJ0795.The modeled gravity was interpolated from observed gravity values.
 DJ0795
 DJ0795;                    North         East    Units  Estimated Accuracy
 DJ0795;SPC MS E     -   436,160.      325,030.      MT  (+/- 180 meters Scaled)
 DJ0795
 DJ0795                          SUPERSEDED SURVEY CONTROL
 DJ0795
 DJ0795  NGVD 29 (??/??/92)   68.379  (m)          224.34   (f) ADJ UNCH    2 0
 DJ0795
 DJ0795.Superseded values are not recommended for survey control.
 DJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0795.See file dsdata.txt to determine how the superseded data were derived.
 DJ0795
 DJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC545004(NAD 83)
 DJ0795_MARKER: DB = BENCH MARK DISK
 DJ0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0795_SP_SET: CULVERT
 DJ0795_STAMPING: F 181 1946
 DJ0795_MARK LOGO: CGS   
 DJ0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0795
 DJ0795  HISTORY     - Date     Condition        Report By
 DJ0795  HISTORY     - 1946     MONUMENTED       CGS
 DJ0795  HISTORY     - 1963     GOOD             MSHD
 DJ0795  HISTORY     - 1971     MARK NOT FOUND   NGS
 DJ0795  HISTORY     - 1983     GOOD             NGS
 DJ0795
 DJ0795                          STATION DESCRIPTION
 DJ0795
 DJ0795'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0795'5.0 MI E FROM ARTESIA.
 DJ0795'TO REACH FROM THE INTERSECTION OF AN EAST-WEST ROAD AND THE GULF,
 DJ0795'MOBILE AND OHIO RAILROAD AT THE NORTH EDGE OF ARTESIA (ABOUT 0.15 MILE
 DJ0795'NORTH OF THE RAILROAD STATION) GO EAST ON A BLACKTOP ROAD 5.0 MILES TO
 DJ0795'THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0795'HOLE IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A SMALL
 DJ0795'CONCRETE CULVERT UNDER THE RAILROAD.  IT IS 240 FEET EAST OF MILEPOST
 DJ0795'NO. 5, 50 FEET SOUTH OF THE CENTER OF THE ROAD, 19 FEET NORTH OF THE
 DJ0795'CENTER OF THE TRACK AND 5 FEET BELOW THE LEVEL OF THE TRACK. A METAL
 DJ0795'WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
 DJ0795
 DJ0795                          STATION RECOVERY (1971)
 DJ0795
 DJ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DJ0795'MARK NOT FOUND.
 DJ0795
 DJ0795                          STATION RECOVERY (1983)
 DJ0795
 DJ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0795'RECOVERED IN GOOD CONDITION, THE MARK WAS FOUND TO BE IN TOP OF THE
 DJ0795'EAST END OF THE NORTH HEADWALL.  NOTE, DELETE WITNESS POST 1.0 FOOT
 DJ0795'NORTH OF THE MARK, ADD 0.3 METER (1.0 FT) WEST OF THE EAST END OF THE
 DJ0795'NORTH HEADWALL.  NOT LEVELED TO AT THIS TIME.
 DJ0795'THE MARK IS 2.1 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0784 ***********************************************************************
 DJ0784  DESIGNATION -  F 182
 DJ0784  PID         -  DJ0784
 DJ0784  STATE/COUNTY-  MS/LOWNDES
 DJ0784  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0784
 DJ0784                         *CURRENT SURVEY CONTROL
 DJ0784  ___________________________________________________________________
 DJ0784* NAD 83(1986)-  33 22 01.     (N)    088 36 32.     (W)     SCALED    
 DJ0784* NAVD 88     -        70.998  (meters)     232.93   (feet)  ADJUSTED  
 DJ0784  ___________________________________________________________________
 DJ0784  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DJ0784  DYNAMIC HT  -          70.921 (meters)     232.68  (feet)  COMP
 DJ0784  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DJ0784
 DJ0784  VERT ORDER  -  FIRST     CLASS II
 DJ0784
 DJ0784.The horizontal coordinates were scaled from a topographic map and have
 DJ0784.an estimated accuracy of +/- 6 seconds.
 DJ0784
 DJ0784.The orthometric height was determined by differential leveling
 DJ0784.and adjusted in June 1991.
 DJ0784
 DJ0784.The geoid height was determined by GEOID03.
 DJ0784
 DJ0784.The dynamic height is computed by dividing the NAVD 88
 DJ0784.geopotential number by the normal gravity value computed on the
 DJ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0784.degrees latitude (g = 980.6199 gals.).
 DJ0784
 DJ0784.The modeled gravity was interpolated from observed gravity values.
 DJ0784
 DJ0784;                    North         East    Units  Estimated Accuracy
 DJ0784;SPC MS E     -   428,760.      320,890.      MT  (+/- 180 meters Scaled)
 DJ0784
 DJ0784                          SUPERSEDED SURVEY CONTROL
 DJ0784
 DJ0784  NGVD 29 (??/??/92)   70.951  (m)          232.78   (f) ADJ UNCH    1 2
 DJ0784
 DJ0784.Superseded values are not recommended for survey control.
 DJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0784.See file dsdata.txt to determine how the superseded data were derived.
 DJ0784
 DJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB503931(NAD 83)
 DJ0784_MARKER: DB = BENCH MARK DISK
 DJ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0784_STAMPING: F 182 1946
 DJ0784_MARK LOGO: CGS   
 DJ0784_PROJECTION: PROJECTING 4 CENTIMETERS
 DJ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0784+STABILITY: SURFACE MOTION
 DJ0784
 DJ0784  HISTORY     - Date     Condition        Report By
 DJ0784  HISTORY     - 1946     MONUMENTED       CGS
 DJ0784  HISTORY     - 1963     GOOD             MSHD
 DJ0784  HISTORY     - 1983     GOOD             NGS
 DJ0784
 DJ0784                          STATION DESCRIPTION
 DJ0784
 DJ0784'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0784'2.75 MI NE FROM PENN.
 DJ0784'TO REACH FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN PENN, GO
 DJ0784'NORTH ON A GRAVEL ROAD 1.15 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN
 DJ0784'RIGHT, EAST, AND GO 1.6 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A
 DJ0784'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS ABOUT
 DJ0784'500 FEET SOUTH OF A SMALL HOUSE, 200 FEET EAST OF A DOUBLE 30-INCH
 DJ0784'PIPE CULVERT UNDER THE ROAD, 18 FEET SOUTH OF THE CENTER OF THE ROAD,
 DJ0784'1 FOOT NORTH OF A FENCE LINE, 71 FEET EAST OF A POWER LINE POLE ABOUT
 DJ0784'LEVEL WITH THE ROAD AND PROJECTS 5 INCHES.  A METAL WITNESS POST WAS
 DJ0784'SET 1.0 FOOT OF THE MARK.
 DJ0784
 DJ0784                          STATION RECOVERY (1983)
 DJ0784
 DJ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0784'RECOVERED IN GOOD CONDITION.  OLD RAILROAD STATION IS GONE.  NEW
 DJ0784'DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) EAST ALONG A BLACKTOP STREET
 DJ0784'FROM THE POST OFFICE IN CRAWFORD, THENCE 7.2 KM (4.5 MI) NORTHWEST
 DJ0784'ALONG U.S. HIGHWAY 45 ALTERNATE, THENCE 0.4 KM (0.25 MI) EAST ALONG A
 DJ0784'PAVED ROAD TO THE GUARD GATE AT THE TXI UNITED CEMENT COMPANY (GET
 DJ0784'PERMISSION FROM THE SUPERINTENDENT THROUGH THE GUARD ATTENDENT),
 DJ0784'THENCE 0.4 KM (0.25 MI) EAST AND NORTHEAST ALONG A PAVED THEN GRAVELED
 DJ0784'ROAD (PASSING UNDER THE EAST END OF A METAL COVERED CONVEYOR BELT),
 DJ0784'THENCE 0.4 KM (0.25 MI) NORTH ALONG A GRAVELED ROAD, THENCE 2.1 KM
 DJ0784'(1.3 MI) EAST ALONG A GRAVELED ROAD, 60.96 METERS (200.0 FT) EAST OF
 DJ0784'THE CENTER OF THE SOUTH END OF A METAL PIPE CULVERT UNDER THE GRAVELED
 DJ0784'ROAD, 5.48 METERS (18.0 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 DJ0784'21.64 METERS (71.0 FT) EAST OF A POWERLINE POLE, AND 0.30 METER
 DJ0784'(1.0 FT) NORTH OF A FENCE LINE.
 DJ0784'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DJ0784'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0660 ***********************************************************************
 DJ0660  DESIGNATION -  F 183
 DJ0660  PID         -  DJ0660
 DJ0660  STATE/COUNTY-  MS/NOXUBEE
 DJ0660  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0660
 DJ0660                         *CURRENT SURVEY CONTROL
 DJ0660  ___________________________________________________________________
 DJ0660* NAD 83(1986)-  33 16 48.     (N)    088 36 38.     (W)     SCALED    
 DJ0660* NAVD 88     -        93.199  (meters)     305.77   (feet)  ADJUSTED  
 DJ0660  ___________________________________________________________________
 DJ0660  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0660  DYNAMIC HT  -          93.098 (meters)     305.44  (feet)  COMP
 DJ0660  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 DJ0660
 DJ0660  VERT ORDER  -  SECOND    CLASS 0
 DJ0660
 DJ0660.The horizontal coordinates were scaled from a topographic map and have
 DJ0660.an estimated accuracy of +/- 6 seconds.
 DJ0660
 DJ0660.The orthometric height was determined by differential leveling
 DJ0660.and adjusted in June 1991.
 DJ0660
 DJ0660.The geoid height was determined by GEOID03.
 DJ0660
 DJ0660.The dynamic height is computed by dividing the NAVD 88
 DJ0660.geopotential number by the normal gravity value computed on the
 DJ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0660.degrees latitude (g = 980.6199 gals.).
 DJ0660
 DJ0660.The modeled gravity was interpolated from observed gravity values.
 DJ0660
 DJ0660;                    North         East    Units  Estimated Accuracy
 DJ0660;SPC MS E     -   419,110.      320,750.      MT  (+/- 180 meters Scaled)
 DJ0660
 DJ0660                          SUPERSEDED SURVEY CONTROL
 DJ0660
 DJ0660  NGVD 29 (??/??/92)   93.156  (m)          305.63   (f) ADJ UNCH    2 0
 DJ0660
 DJ0660.Superseded values are not recommended for survey control.
 DJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0660.See file dsdata.txt to determine how the superseded data were derived.
 DJ0660
 DJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB500834(NAD 83)
 DJ0660_MARKER: DB = BENCH MARK DISK
 DJ0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0660_SP_SET: CULVERT
 DJ0660_STAMPING: F 183 (1946)
 DJ0660_MARK LOGO: CGS   
 DJ0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0660
 DJ0660  HISTORY     - Date     Condition        Report By
 DJ0660  HISTORY     - 1946     MONUMENTED       CGS
 DJ0660  HISTORY     - 1966     GOOD             MSHD
 DJ0660  HISTORY     - 1976     GOOD             LOCSUR
 DJ0660  HISTORY     - 1983     GOOD             NGS
 DJ0660
 DJ0660                          STATION DESCRIPTION
 DJ0660
 DJ0660'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0660'1.6 MI S FROM CRAWFORD.
 DJ0660'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO SOUTHWEST ON A
 DJ0660'BLACKTOP STREET FOR 0.15 MILE TO A SIDE STREET LEFT, TURN LEFT (SOUTH)
 DJ0660'ON A BLACKTOP STREET FOR 0.15 MILE TO THE END OF THE BLACKTOP,
 DJ0660'CONTINUE SOUTH AND SOUTHEAST ON AN ALL-WEATHER ROAD FOR 1.75 MILES TO
 DJ0660'A FIELD ROAD LEFT, TURN LEFT (NORTHEAST) AND CONTINUE ON A FIELD ROAD
 DJ0660'FOR 0.35 MILE TO THE RAILROAD TRACK AND THE MARK IN THE NORTHEAST
 DJ0660'CORNER OF THE EAST HEADWALL OF A CULVERT.  IT IS APPROXIMATELY 300
 DJ0660'FEET SOUTH OF THE STATION ONE MILE SIGN AND 11.5 FEET EAST OF THE EAST
 DJ0660'RAIL.
 DJ0660
 DJ0660                          STATION RECOVERY (1976)
 DJ0660
 DJ0660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 DJ0660'RECOVERED IN GOOD CONDITION.
 DJ0660
 DJ0660                          STATION RECOVERY (1983)
 DJ0660
 DJ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0660'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KM
 DJ0660'(1.6 MI) SOUTH-SOUTHEAST ALONG THE ILLINOIS CENTRAL AND GULF RAILROAD
 DJ0660'FROM THE STREET CROSSING EAST OF THE POST OFFICE IN CRAWFORD, SET IN
 DJ0660'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE AND BRICK CULVERT
 DJ0660'UNDER THE TRACKS, 3.04 METERS (10.0 FT) EAST OF THE EAST RAIL, AND
 DJ0660'0.21 METERS (0.7 FT) SOUTH OF THE NORTH END OF THE EAST ABUTMENT.  NOT
 DJ0660'LEVELED TO AT THIS TIME.
 DJ0660'THE MARK IS 1.0 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0691 ***********************************************************************
 CO0691  DESIGNATION -  F 184
 CO0691  PID         -  CO0691
 CO0691  STATE/COUNTY-  MS/NOXUBEE
 CO0691  USGS QUAD   -  SHUQUALAK (1982)
 CO0691
 CO0691                         *CURRENT SURVEY CONTROL
 CO0691  ___________________________________________________________________
 CO0691* NAD 83(1986)-  32 59 10.     (N)    088 32 13.     (W)     SCALED    
 CO0691* NAVD 88     -        55.311  (meters)     181.47   (feet)  ADJUSTED  
 CO0691  ___________________________________________________________________
 CO0691  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CO0691  DYNAMIC HT  -          55.250 (meters)     181.27  (feet)  COMP
 CO0691  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CO0691
 CO0691  VERT ORDER  -  SECOND    CLASS 0
 CO0691
 CO0691.The horizontal coordinates were scaled from a topographic map and have
 CO0691.an estimated accuracy of +/- 6 seconds.
 CO0691
 CO0691.The orthometric height was determined by differential leveling
 CO0691.and adjusted in June 1991.
 CO0691
 CO0691.The geoid height was determined by GEOID03.
 CO0691
 CO0691.The dynamic height is computed by dividing the NAVD 88
 CO0691.geopotential number by the normal gravity value computed on the
 CO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0691.degrees latitude (g = 980.6199 gals.).
 CO0691
 CO0691.The modeled gravity was interpolated from observed gravity values.
 CO0691
 CO0691;                    North         East    Units  Estimated Accuracy
 CO0691;SPC MS E     -   386,540.      327,700.      MT  (+/- 180 meters Scaled)
 CO0691
 CO0691                          SUPERSEDED SURVEY CONTROL
 CO0691
 CO0691  NGVD 29 (??/??/92)   55.282  (m)          181.37   (f) ADJ UNCH    2 0
 CO0691
 CO0691.Superseded values are not recommended for survey control.
 CO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0691.See file dsdata.txt to determine how the superseded data were derived.
 CO0691
 CO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB563507(NAD 83)
 CO0691_MARKER: DB = BENCH MARK DISK
 CO0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0691_STAMPING: F 184 1946
 CO0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0691+STABILITY: SURFACE MOTION
 CO0691
 CO0691  HISTORY     - Date     Condition        Report By
 CO0691  HISTORY     - 1946     MONUMENTED       CGS
 CO0691  HISTORY     - 1964     GOOD             MSHD
 CO0691
 CO0691                          STATION DESCRIPTION
 CO0691
 CO0691'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0691'2.0 MI NE FROM SHUQUALAK.
 CO0691'TO REACH THE MARK FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN
 CO0691'SHUQUALAK, GO EAST ALONG THE ROAD TO PAULETTE 0.6 MILE TO U. S.
 CO0691'HIGHWAY 45, CROSS THE HIGHWAY AND CONTINUE EAST 1.4 MILES TO THE MARK
 CO0691'ON THE LEFT.  (0.55 MILE SOUTHWEST OF THE MOST NORTHEASTERLY OF THE
 CO0691'THREE BRICK, ARCH BRIDGES.)  THE MARK IS A DISK SET IN THE TOP OF AN
 CO0691'8-INCH SQUARE CONCRETE POST.  IT IS 105 FEET NORTHEAST OF A FENCE
 CO0691'CORNER, 27 FEET NORTHWEST OF THE CENTER OF THE ROAD, ABOUT LEVEL WITH
 CO0691'THE ROAD, AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 1.0
 CO0691'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1057 ***********************************************************************
 CO1057  DESIGNATION -  F 184 RESET
 CO1057  PID         -  CO1057
 CO1057  STATE/COUNTY-  MS/NOXUBEE
 CO1057  USGS QUAD   -  SHUQUALAK (1982)
 CO1057
 CO1057                         *CURRENT SURVEY CONTROL
 CO1057  ___________________________________________________________________
 CO1057* NAD 83(1986)-  32 59 08.     (N)    088 32 13.     (W)     SCALED    
 CO1057* NAVD 88     -        55.213  (meters)     181.14   (feet)  ADJUSTED  
 CO1057  ___________________________________________________________________
 CO1057  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CO1057  DYNAMIC HT  -          55.152 (meters)     180.94  (feet)  COMP
 CO1057  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CO1057
 CO1057  VERT ORDER  -  FIRST     CLASS II
 CO1057
 CO1057.The horizontal coordinates were scaled from a topographic map and have
 CO1057.an estimated accuracy of +/- 6 seconds.
 CO1057
 CO1057.The orthometric height was determined by differential leveling
 CO1057.and adjusted in June 1991.
 CO1057
 CO1057.The geoid height was determined by GEOID03.
 CO1057
 CO1057.The dynamic height is computed by dividing the NAVD 88
 CO1057.geopotential number by the normal gravity value computed on the
 CO1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1057.degrees latitude (g = 980.6199 gals.).
 CO1057
 CO1057.The modeled gravity was interpolated from observed gravity values.
 CO1057
 CO1057;                    North         East    Units  Estimated Accuracy
 CO1057;SPC MS E     -   386,480.      327,700.      MT  (+/- 180 meters Scaled)
 CO1057
 CO1057                          SUPERSEDED SURVEY CONTROL
 CO1057
 CO1057  NGVD 29 (08/12/04)   55.17   (m)          181.0    (f) RESET       3  
 CO1057
 CO1057.Superseded values are not recommended for survey control.
 CO1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1057.See file dsdata.txt to determine how the superseded data were derived.
 CO1057
 CO1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB563507(NAD 83)
 CO1057_MARKER: DB = BENCH MARK DISK
 CO1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1057_STAMPING: F 184 RESET 1979
 CO1057_MARK LOGO: NGS   
 CO1057_PROJECTION: FLUSH
 CO1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1057+STABILITY: SURFACE MOTION
 CO1057
 CO1057  HISTORY     - Date     Condition        Report By
 CO1057  HISTORY     - 1979     MONUMENTED       NGS
 CO1057  HISTORY     - 1983     GOOD             NGS
 CO1057
 CO1057                          STATION DESCRIPTION
 CO1057
 CO1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CO1057'1.65 MI EAST FROM SHUQUALAK.
 CO1057'0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO1057'HIGHWAYS 21 AND 39 IN SHUQUALAK, THENCE EAST NORTHEAST ALONG COUNTY
 CO1057'ROAD FOR 1.4 MILES TO MARK ON THE LEFT, 75 FT. NORTHWEST OF THE
 CO1057'CENTER OF ROAD, 48 FT. WEST OF 28 INCH PINE TREE, 22.5 FT. NORTH OF
 CO1057'20 INCH PINE TREE AND 6 FT. SOUTHEAST OF SOUTH EDGE OF POWERLINE
 CO1057'CLEARING.
 CO1057
 CO1057                          STATION RECOVERY (1983)
 CO1057
 CO1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0218 ***********************************************************************
 CO0218  DESIGNATION -  F 185
 CO0218  PID         -  CO0218
 CO0218  STATE/COUNTY-  MS/LAUDERDALE
 CO0218  USGS QUAD   -  TAMOLA (1987)
 CO0218
 CO0218                         *CURRENT SURVEY CONTROL
 CO0218  ___________________________________________________________________
 CO0218* NAD 83(1986)-  32 34 25.     (N)    088 27 22.     (W)     SCALED    
 CO0218* NAVD 88     -        90.760  (meters)     297.77   (feet)  ADJUSTED  
 CO0218  ___________________________________________________________________
 CO0218  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CO0218  DYNAMIC HT  -          90.655 (meters)     297.42  (feet)  COMP
 CO0218  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CO0218
 CO0218  VERT ORDER  -  SECOND    CLASS 0
 CO0218
 CO0218.The horizontal coordinates were scaled from a topographic map and have
 CO0218.an estimated accuracy of +/- 6 seconds.
 CO0218
 CO0218.The orthometric height was determined by differential leveling
 CO0218.and adjusted in June 1991.
 CO0218
 CO0218.The geoid height was determined by GEOID03.
 CO0218
 CO0218.The dynamic height is computed by dividing the NAVD 88
 CO0218.geopotential number by the normal gravity value computed on the
 CO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0218.degrees latitude (g = 980.6199 gals.).
 CO0218
 CO0218.The modeled gravity was interpolated from observed gravity values.
 CO0218
 CO0218;                    North         East    Units  Estimated Accuracy
 CO0218;SPC MS E     -   340,820.      335,420.      MT  (+/- 180 meters Scaled)
 CO0218
 CO0218                          SUPERSEDED SURVEY CONTROL
 CO0218
 CO0218  NGVD 29 (??/??/92)   90.752  (m)          297.74   (f) ADJ UNCH    2 0
 CO0218
 CO0218.Superseded values are not recommended for survey control.
 CO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0218.See file dsdata.txt to determine how the superseded data were derived.
 CO0218
 CO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB633049(NAD 83)
 CO0218_MARKER: DB = BENCH MARK DISK
 CO0218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0218_SP_SET: CONCRETE FOOTING
 CO0218_STAMPING: F 185 1946
 CO0218_MARK LOGO: CGS   
 CO0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0218+STABILITY: SURFACE MOTION
 CO0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0218+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 CO0218
 CO0218  HISTORY     - Date     Condition        Report By
 CO0218  HISTORY     - 1946     MONUMENTED       CGS
 CO0218  HISTORY     - 1964     GOOD             MSHD
 CO0218  HISTORY     - 1983     GOOD             NGS
 CO0218  HISTORY     - 19900321 GOOD             MSHD
 CO0218
 CO0218                          STATION DESCRIPTION
 CO0218
 CO0218'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0218'5.25 MI NE FROM LAUDERDALE.
 CO0218'TO REACH THE MARK FROM THE POST OFFICE IN LAUDERDALE, GO NORTH ON U.
 CO0218'S. HIGHWAY 45 FOR 1.25 MILES TO A BLACKTOP ROAD ON THE RIGHT, TURN
 CO0218'RIGHT, NORTHEAST AND GO 2.85 MILES TO A DIRT ROAD ON THE RIGHT, TURN
 CO0218'RIGHT, EAST AND GO 0.15 MILE TO A RAILROAD, CONTINUE EAST 1.45 MILES
 CO0218'TO THE TABERNACLE CHURCH ON THE LEFT, AN AIRWAY BEACON AND THE MARK ON
 CO0218'THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 CO0218'TOP OF THE WEST CORNER OF THE FOUNDATION OF THE WEST LEG OF THE
 CO0218'BEACON, 92 FEET SOUTH OF AND ABOUT 8 FEET HIGHER THAN THE CENTER OF
 CO0218'THE ROAD, 45 FEET WEST OF THE CENTER OF A SIDE ROAD LEADING SOUTH.  A
 CO0218'METAL WITNESS POST WAS SET 1.0 FOOT NORTHWEST OF THE MARK.
 CO0218
 CO0218                          STATION RECOVERY (1983)
 CO0218
 CO0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0218'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 45 FEET WEST OF THE CENTER
 CO0218'OF A SIDE ROAD LEADING SOUTH.  ADD, 12.8 METERS (42.0 FT) EAST OF THE
 CO0218'CENTER OF A PAVED ROAD LEADING SOUTH, AND 0.73 METER (2.4 FT)
 CO0218'SOUTHEAST OF A FENCE.  NOT LEVELED TO AT THIS TIME.
 CO0218'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CO0218'THE MARK IS 2.4 M ABOVE PAVED ROAD.
 CO0218
 CO0218                          STATION RECOVERY (1990)
 CO0218
 CO0218'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0218'MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF LAUDERDALE IN THE
 CO0218'SOUTHEAST ANGLE OF THE JUNCTION OF A PRIVATE ROAD WITH SETH COBB
 CO0218'ROAD, ACROSS FROM THE TOMOLA CHURCH OF GOD, 0.3 MI (0.5 KM) SOUTH OF
 CO0218'THE KEMPER-LAUDERDALE COUNTY LINE AND IS IN SECTION 4, T 8N, R 18E.
 CO0218'TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 45 AND THE U.S. HIGHWAY
 CO0218'45 BYPASS AT THE WEST EDGE OF LAUDERDALE, GO NORTHEAST ON THE U.S.
 CO0218'HIGHWAY 45 BYPASS FOR 2.5 MI (4.0 KM) TO A SIDE ROAD RIGHT CONNECTING
 CO0218'THE OLD AND THE NEW HIGHWAYS, TURN RIGHT ONTO THE OLD HIGHWAY AND GO
 CO0218'NORTHEAST FOR 2.8  MI (4.5 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CO0218'GO EAST ON SETH COBB ROAD FOR 1.6 MI (2.6 KM) TO A PRIVATE ROAD AND
 CO0218'THE MARK ON THE RIGHT.
 CO0218'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE WEST CORNER OF A
 CO0218'CONCRETE FOOTING FOR A DISMANTLED AIRWAY BEACON, 122.5 FT (37.3 M)
 CO0218'EAST SOUTHEAST OF A R.O.W. MARKER, 93 FT (28.3 M) SOUTH OF THE CENTER
 CO0218'OF A PAVED ROAD, 61.5 FT (18.7 M) SOUTHEAST OF A FENCE CORNER, 55 FT
 CO0218'(16.8 M) NORTH NORTHWEST OF POWER POLE NO 37, 42.5 FT (13.0 M) EAST
 CO0218'OF THE CENTER OF A PRIVATE ROAD AND 1 FT (0.3 M) SOUTHEAST OF A METAL
 CO0218'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0782 ***********************************************************************
 DJ0782  DESIGNATION -  F 186
 DJ0782  PID         -  DJ0782
 DJ0782  STATE/COUNTY-  MS/NOXUBEE
 DJ0782  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0782
 DJ0782                         *CURRENT SURVEY CONTROL
 DJ0782  ___________________________________________________________________
 DJ0782* NAD 83(1986)-  33 14 06.     (N)    088 30 31.     (W)     SCALED    
 DJ0782* NAVD 88     -        82.263  (meters)     269.89   (feet)  ADJUSTED  
 DJ0782  ___________________________________________________________________
 DJ0782  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0782  DYNAMIC HT  -          82.173 (meters)     269.60  (feet)  COMP
 DJ0782  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DJ0782
 DJ0782  VERT ORDER  -  SECOND    CLASS 0
 DJ0782
 DJ0782.The horizontal coordinates were scaled from a topographic map and have
 DJ0782.an estimated accuracy of +/- 6 seconds.
 DJ0782
 DJ0782.The orthometric height was determined by differential leveling
 DJ0782.and adjusted in June 1991.
 DJ0782
 DJ0782.The geoid height was determined by GEOID03.
 DJ0782
 DJ0782.The dynamic height is computed by dividing the NAVD 88
 DJ0782.geopotential number by the normal gravity value computed on the
 DJ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0782.degrees latitude (g = 980.6199 gals.).
 DJ0782
 DJ0782.The modeled gravity was interpolated from observed gravity values.
 DJ0782
 DJ0782;                    North         East    Units  Estimated Accuracy
 DJ0782;SPC MS E     -   414,150.      330,260.      MT  (+/- 180 meters Scaled)
 DJ0782
 DJ0782                          SUPERSEDED SURVEY CONTROL
 DJ0782
 DJ0782  NGVD 29 (??/??/92)   82.236  (m)          269.80   (f) ADJ UNCH    2 0
 DJ0782
 DJ0782.Superseded values are not recommended for survey control.
 DJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0782.See file dsdata.txt to determine how the superseded data were derived.
 DJ0782
 DJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB594783(NAD 83)
 DJ0782_MARKER: DB = BENCH MARK DISK
 DJ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0782_STAMPING: F 186 1946
 DJ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0782+STABILITY: SURFACE MOTION
 DJ0782
 DJ0782  HISTORY     - Date     Condition        Report By
 DJ0782  HISTORY     - 1946     MONUMENTED       CGS
 DJ0782  HISTORY     - 1963     GOOD             MSHD
 DJ0782
 DJ0782                          STATION DESCRIPTION
 DJ0782
 DJ0782'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0782'1.25 MI W FROM DEERBROOK.
 DJ0782'TO REACH THE MARK FROM THE CROSSROAD IN DEERBROOK, GO WEST ON STATE
 DJ0782'HIGHWAY 388 FOR 1.25 MILES TO THE MARK ON THE RIGHT AS DESCRIBED. THE
 DJ0782'MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST. IT IS
 DJ0782'63 FEET NORTHEAST OF A POWER POLE NO. 58, 48 FEET SOUTHEAST OF A
 DJ0782'POWERLINE POLE, 32 FEET NORTH OF THE CENTER OF THE HIGHWAY, 10 FEET
 DJ0782'WEST OF A DRIVEWAY, 9 FEET WEST OF A NORTH-SOUTH FENCE, 2 FEET NORTH
 DJ0782'OF A FENCE, 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTS 14
 DJ0782'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0367 ***********************************************************************
 CO0367  DESIGNATION -  F 187
 CO0367  PID         -  CO0367
 CO0367  STATE/COUNTY-  MS/LAUDERDALE
 CO0367  USGS QUAD   -  TAMOLA (1987)
 CO0367
 CO0367                         *CURRENT SURVEY CONTROL
 CO0367  ___________________________________________________________________
 CO0367* NAD 83(1986)-  32 30 45.     (N)    088 29 48.     (W)     SCALED    
 CO0367* NAVD 88     -        73.430  (meters)     240.91   (feet)  ADJUSTED  
 CO0367  ___________________________________________________________________
 CO0367  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CO0367  DYNAMIC HT  -          73.344 (meters)     240.63  (feet)  COMP
 CO0367  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CO0367
 CO0367  VERT ORDER  -  SECOND    CLASS 0
 CO0367
 CO0367.The horizontal coordinates were scaled from a topographic map and have
 CO0367.an estimated accuracy of +/- 6 seconds.
 CO0367
 CO0367.The orthometric height was determined by differential leveling
 CO0367.and adjusted in June 1991.
 CO0367
 CO0367.The geoid height was determined by GEOID03.
 CO0367
 CO0367.The dynamic height is computed by dividing the NAVD 88
 CO0367.geopotential number by the normal gravity value computed on the
 CO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0367.degrees latitude (g = 980.6199 gals.).
 CO0367
 CO0367.The modeled gravity was interpolated from observed gravity values.
 CO0367
 CO0367;                    North         East    Units  Estimated Accuracy
 CO0367;SPC MS E     -   334,030.      331,630.      MT  (+/- 180 meters Scaled)
 CO0367
 CO0367                          SUPERSEDED SURVEY CONTROL
 CO0367
 CO0367  NGVD 29 (??/??/92)   73.422  (m)          240.89   (f) ADJ UNCH    2 0
 CO0367
 CO0367.Superseded values are not recommended for survey control.
 CO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0367.See file dsdata.txt to determine how the superseded data were derived.
 CO0367
 CO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA594982(NAD 83)
 CO0367_MARKER: DB = BENCH MARK DISK
 CO0367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0367_SP_SET: METAL PIPE
 CO0367_STAMPING: F 187 1946
 CO0367_MARK LOGO: CGS   
 CO0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0367+STABILITY: SURFACE MOTION
 CO0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0367+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 CO0367
 CO0367  HISTORY     - Date     Condition        Report By
 CO0367  HISTORY     - 1946     MONUMENTED       CGS
 CO0367  HISTORY     - 1964     GOOD             MSHD
 CO0367  HISTORY     - 19900221 GOOD             MSHD
 CO0367
 CO0367                          STATION DESCRIPTION
 CO0367
 CO0367'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0367'1.15 MI SE FROM LAUDERDALE.
 CO0367'TO REACH MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STATION IN
 CO0367'LAUDERDALE, GO SOUTHEAST TOWARDS KEWANEE 1.15 MILES TO A SIDE ROAD
 CO0367'LEFT AND MARK AS DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A
 CO0367'DRILLED HOLE IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 CO0367'OF A 3 1/2-FOOT CONCRETE CULVERT, 12 FEET SOUTHEAST OF AND ABOUT LEVEL
 CO0367'WITH THE ROAD.
 CO0367
 CO0367                          STATION RECOVERY (1990)
 CO0367
 CO0367'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0367'MARK IS LOCATED ABOUT 1.15 MI (1.85 KM) SOUTHEAST OF LAUDERDALE IN A
 CO0367'CULVERT UNDER KEWANEE ROAD, 0.1 MI (0.2 KM) NORTHWEST OF THE
 CO0367'LAUDERDALE CEMETERY AND IS IN SECTION 30, T 8N, R 18E.
 CO0367'TO REACH FROM THE JUNCTION OF YORK ROAD AND OLD HIGHWAY 45 JUST SOUTH
 CO0367'OF THE POST OFFICE IN LAUDERDALE, GO EAST ON YORK ROAD FOR 0.65 MI
 CO0367'(1.05 KM) TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON KEWANEE
 CO0367'ROAD FOR 0.65 MI (1.05 KM) TO THE MARK ON THE LEFT.
 CO0367'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE
 CO0367'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A CORRUGATED 42
 CO0367'INCH METAL PIPE, ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE ROAD, 248
 CO0367'FT (75.6 M) WEST OF THE CENTER OF THE ENTRANCE TO A CEMERERY, 197 FT
 CO0367'(60.0 M) SOUTHEAST OF THE SOUTHEAST PIPE LINE WARNING SIGN ON THE
 CO0367'NORTHEAST SIDE OF THE ROAD AND 12 FT (3.7 M) NORTHEAST OF THE CENTER
 CO0367'OF KEWANEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0327 ***********************************************************************
 BH0327  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0327  DESIGNATION -  F 189
 BH0327  PID         -  BH0327
 BH0327  STATE/COUNTY-  MS/JACKSON
 BH0327  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0327
 BH0327                         *CURRENT SURVEY CONTROL
 BH0327  ___________________________________________________________________
 BH0327* NAD 83(1986)-  30 22 02.     (N)    088 33 39.     (W)     SCALED    
 BH0327* NAVD 88     -         4.760  (meters)      15.62   (feet)  ADJUSTED  
 BH0327  ___________________________________________________________________
 BH0327  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH0327  DYNAMIC HT  -           4.754 (meters)      15.60  (feet)  COMP
 BH0327  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BH0327
 BH0327  VERT ORDER  -  FIRST     CLASS I
 BH0327
 BH0327.The horizontal coordinates were scaled from a topographic map and have
 BH0327.an estimated accuracy of +/- 6 seconds.
 BH0327
 BH0327.The orthometric height was determined by differential leveling
 BH0327.and adjusted in June 1991.
 BH0327
 BH0327.This Tidal Bench Mark is designated as VM 17796
 BH0327.by the Center for Operational Oceanographic Products and Services.
 BH0327
 BH0327.The geoid height was determined by GEOID03.
 BH0327
 BH0327.The dynamic height is computed by dividing the NAVD 88
 BH0327.geopotential number by the normal gravity value computed on the
 BH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0327.degrees latitude (g = 980.6199 gals.).
 BH0327
 BH0327.The modeled gravity was interpolated from observed gravity values.
 BH0327
 BH0327;                    North         East    Units  Estimated Accuracy
 BH0327;SPC MS E     -    96,160.      326,190.      MT  (+/- 180 meters Scaled)
 BH0327
 BH0327                          SUPERSEDED SURVEY CONTROL
 BH0327
 BH0327  NGVD 29 (??/??/??)    4.718  (m)           15.48   (f) ADJUSTED    1 1
 BH0327
 BH0327.Superseded values are not recommended for survey control.
 BH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0327.See file dsdata.txt to determine how the superseded data were derived.
 BH0327
 BH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU500605(NAD 83)
 BH0327_MARKER: DB = BENCH MARK DISK
 BH0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0327_SP_SET: BUILDING
 BH0327_STAMPING: F 189 1955
 BH0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0327+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2008
 BH0327
 BH0327  HISTORY     - Date     Condition        Report By
 BH0327  HISTORY     - 1955     MONUMENTED       CGS
 BH0327  HISTORY     - 1919     GOOD             USPSQD
 BH0327  HISTORY     - 1968     GOOD             CGS
 BH0327  HISTORY     - 1985     GOOD             USPSQD
 BH0327  HISTORY     - 1985     GOOD             NGS
 BH0327  HISTORY     - 20030503 GOOD             USPSQD
 BH0327  HISTORY     - 20071124 GOOD             MSSU
 BH0327  HISTORY     - 20080313 GOOD             MAPTEC
 BH0327
 BH0327                          STATION DESCRIPTION
 BH0327
 BH0327'DESCRIBED BY US POWER SQUADRON 1919 (JHK)
 BH0327'RECOVERED IN GOOD CONDITION.
 BH0327
 BH0327                          STATION RECOVERY (1968)
 BH0327
 BH0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0327'IN PASCAGOULA.
 BH0327'AT PASCAGOULA, 91 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LOUISVILLE
 BH0327'AND NASHVILLE RAILROAD STATION, IN THE NORTHWEST QUARTER OF THE
 BH0327'INTERSECTION OF SOUTH MAGNOLIA STREET AND WEST DELMAS AVENUE, SET
 BH0327'VERTICALLY IN THE NORTH FACE OF ONE STORY BRICK BUILDING AT 262 WEST
 BH0327'DELMAS AVENUE, 1.1 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING
 BH0327'AND 2.8 FEET ABOVE THE LEVEL OF THE GROUND.
 BH0327
 BH0327                          STATION RECOVERY (1985)
 BH0327
 BH0327'RECOVERY NOTE BY US POWER SQUADRON 1985
 BH0327'MARK IS SET INTO NORTHWEST CORNER OF BRICK BUILDING LOCATED 300 FT.
 BH0327'SOUTH OF L AND NRR TRACK STATION IN DOWNTOWN PASCAGOULA CORNER
 BH0327'FERROOL STREET AND 511 DELMAS AVE. (PREV. 262 DELMAS). BUILDING NOW
 BH0327'OCCUPIED BY JOHNSON'S JEWELRY STORE.
 BH0327
 BH0327                          STATION RECOVERY (1985)
 BH0327
 BH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH0327'NOTE: DISK HAS BEEN PAINTED.
 BH0327
 BH0327                          STATION RECOVERY (2003)
 BH0327
 BH0327'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0327'RECOVERED IN GOOD CONDITION.
 BH0327
 BH0327                          STATION RECOVERY (2007)
 BH0327
 BH0327'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (GIC)
 BH0327'BENCHMARK BH0327 IS IN GOOD CONDITION.  IT WAS SOMEWHAT PAINTED OVER
 BH0327'BUT DOES NOT SEVERLY IMPEDE LOCATING THIS BENCHMARK.
 BH0327
 BH0327                          STATION RECOVERY (2008)
 BH0327
 BH0327'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 BH0327'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0395 ***********************************************************************
 BW0395  CBN         -  This is a Cooperative Base Network Control Station.
 BW0395  DESIGNATION -  F 19
 BW0395  PID         -  BW0395
 BW0395  STATE/COUNTY-  MS/AMITE
 BW0395  USGS QUAD   -  PEORIA (1972)
 BW0395
 BW0395                         *CURRENT SURVEY CONTROL
 BW0395  ___________________________________________________________________
 BW0395* NAD 83(2007)-  31 10 21.70493(N)    090 44 44.92655(W)     ADJUSTED  
 BW0395* NAVD 88     -       126.0    (meters)     413.     (feet)  GPS OBS   
 BW0395  ___________________________________________________________________
 BW0395  EPOCH DATE  -        2002.00
 BW0395  X           -     -71,098.725 (meters)                     COMP
 BW0395  Y           -  -5,461,727.217 (meters)                     COMP
 BW0395  Z           -   3,282,342.151 (meters)                     COMP
 BW0395  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BW0395  ELLIP HEIGHT-          99.266 (meters)          (02/10/07) ADJUSTED
 BW0395  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BW0395
 BW0395  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0395  Type    PID    Designation                      North   East  Ellip
 BW0395  -------------------------------------------------------------------
 BW0395  NETWORK BW0395 F 19                              0.98   1.06   4.21
 BW0395  -------------------------------------------------------------------
 BW0395
 BW0395.The horizontal coordinates were established by GPS observations
 BW0395.and adjusted by the National Geodetic Survey in February 2007.
 BW0395
 BW0395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0395.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0395.The horizontal coordinates are valid at the epoch date displayed above.
 BW0395.The epoch date for horizontal control is a decimal equivalence
 BW0395.of Year/Month/Day.
 BW0395
 BW0395.The orthometric height was determined by GPS observations and a
 BW0395.high-resolution geoid model.
 BW0395
 BW0395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0395
 BW0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0395
 BW0395.The ellipsoidal height was determined by GPS observations
 BW0395.and is referenced to NAD 83.
 BW0395
 BW0395.The geoid height was determined by GEOID03.
 BW0395
 BW0395;                    North         East     Units Scale Factor Converg.
 BW0395;SPC MS W     -   185,495.988   660,679.419   MT  0.99996906   -0 12 48.6
 BW0395;SPC MS W     -   608,581.42  2,167,579.06   sFT  0.99996906   -0 12 48.6
 BW0395;UTM  15      - 3,450,929.456   714,835.483   MT  1.00016933   +1 10 02.1
 BW0395
 BW0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0395!SPC MS W     -   0.99998441  x   0.99996906  =   0.99995347
 BW0395!UTM  15      -   0.99998441  x   1.00016933  =   1.00015374
 BW0395
 BW0395                          SUPERSEDED SURVEY CONTROL
 BW0395
 BW0395  ELLIP H (04/15/02)   99.267  (m)                       GP(       ) 4 2
 BW0395  NAD 83(1993)-  31 10 21.70464(N)    090 44 44.92602(W) AD(       ) B
 BW0395  ELLIP H (02/15/02)   99.263  (m)                       GP(       ) 4 1
 BW0395  NGVD 29 (??/??/92)  125.999  (m)          413.38   (f) ADJ UNCH    2 0
 BW0395
 BW0395.Superseded values are not recommended for survey control.
 BW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0395.See file dsdata.txt to determine how the superseded data were derived.
 BW0395
 BW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1483550929(NAD 83)
 BW0395_MARKER: DB = BENCH MARK DISK
 BW0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0395_STAMPING: F 19 1934 413.382
 BW0395_MARK LOGO: CGS   
 BW0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0395+STABILITY: SURFACE MOTION
 BW0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0395+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 BW0395
 BW0395  HISTORY     - Date     Condition        Report By
 BW0395  HISTORY     - 1934     MONUMENTED       CGS
 BW0395  HISTORY     - 1969     GOOD             MSHD
 BW0395  HISTORY     - 20000606 GOOD             NGS
 BW0395  HISTORY     - 20080408 GOOD             MSSU
 BW0395
 BW0395                          STATION DESCRIPTION
 BW0395
 BW0395'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0395'3.9 MI E NE FROM LIBERTY.
 BW0395'THE MARK IS LOCATED 3.9 MILES EAST NORTHEAST OF LIBERTY IN THE
 BW0395'SOUTHEAST ANGLE OF THE CROSSING OF OLD HIGHWAY 24 AND A GRAVELED ROAD
 BW0395'IN THE NORTHWEST 1/4 OF SECTION 6,T 2N, R 5E, AND ON LAND OWNED BY
 BW0395'MRS. C. P. ROBERTSON.  (NOTE) THE OLD HIGHWAY HAS BEEN ABANDONED AT
 BW0395'THE POINT AND IS NOW IN A PASTURE.  IT IS 43 FEET NORTHEAST OF THE
 BW0395'CENTER OF A GRAVELED ROAD, 33 FEET SOUTHEAST OF THE CENTER OF THE OLD
 BW0395'HIGHWAY, 64 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER AND
 BW0395'A GUY WIRE, 68.5 FEET EAST OF A T FENCE CORNER, 1 FOOT EAST OF A METAL
 BW0395'WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST
 BW0395'PROJECTING 12 INCHES, AND IS ABOUT LEVEL WITH THE GRAVELED ROAD.
 BW0395'NOTE-- TO REACH FROM THE AMITE COUNTY COURTHOUSE IN LIBERTY GO EAST ON
 BW0395'STATE HIGHWAY 24 FOR 3.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BW0395'(SOUTH) AND CONTINUE ON A GRAVELED ROAD FOR 0.1 MILE TO THE CROSSING
 BW0395'OF THE OLD HIGHWAY AND THE MARK ON THE LEFT.  NOTE-- ABOUT 6 INCHES OF
 BW0395'DIRT HAS ERODED FROM THE NORTH SIDE OF THE MARK.
 BW0395
 BW0395                          STATION RECOVERY (2000)
 BW0395
 BW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0395'RECOVERED AS AMENDED.  THE STATION IS 43 FT (13.1 M) NE OF THE CENTER
 BW0395'OF WINDING RD.  THERE IS A STREET SIGN ON RTE 24.  OLD HWY 24 IS NOT
 BW0395'EVIDENT.
 BW0395
 BW0395                          STATION RECOVERY (2008)
 BW0395
 BW0395'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (DHN)
 BW0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0978 ***********************************************************************
 BH0978  DESIGNATION -  F 190
 BH0978  PID         -  BH0978
 BH0978  STATE/COUNTY-  MS/HANCOCK
 BH0978  USGS QUAD   -  WAVELAND (1976)
 BH0978
 BH0978                         *CURRENT SURVEY CONTROL
 BH0978  ___________________________________________________________________
 BH0978* NAD 83(1986)-  30 18 02.     (N)    089 28 18.     (W)     SCALED    
 BH0978* NAVD 88     -         4.616  (meters)      15.14   (feet)  ADJUSTED  
 BH0978  ___________________________________________________________________
 BH0978  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BH0978  DYNAMIC HT  -           4.610 (meters)      15.12  (feet)  COMP
 BH0978  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 BH0978
 BH0978  VERT ORDER  -  FIRST     CLASS I
 BH0978
 BH0978.The horizontal coordinates were scaled from a topographic map and have
 BH0978.an estimated accuracy of +/- 6 seconds.
 BH0978
 BH0978.The orthometric height was determined by differential leveling
 BH0978.and adjusted in February 1994.
 BH0978
 BH0978.The geoid height was determined by GEOID03.
 BH0978
 BH0978.The dynamic height is computed by dividing the NAVD 88
 BH0978.geopotential number by the normal gravity value computed on the
 BH0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0978.degrees latitude (g = 980.6199 gals.).
 BH0978
 BH0978.The modeled gravity was interpolated from observed gravity values.
 BH0978
 BH0978;                    North         East    Units  Estimated Accuracy
 BH0978;SPC MS E     -    88,910.      238,600.      MT  (+/- 180 meters Scaled)
 BH0978
 BH0978                          SUPERSEDED SURVEY CONTROL
 BH0978
 BH0978  NAVD 88 (06/15/91)    4.615  (m)           15.14   (f) UNKNOWN     1 1
 BH0978  NGVD 29 (??/??/??)    4.571  (m)           15.00   (f) ADJUSTED    1 1
 BH0978
 BH0978.Superseded values are not recommended for survey control.
 BH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0978.See file dsdata.txt to determine how the superseded data were derived.
 BH0978
 BH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU622546(NAD 83)
 BH0978_MARKER: DB = BENCH MARK DISK
 BH0978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH0978_SP_SET: HEADWALL
 BH0978_STAMPING: F 190 1955
 BH0978_MARK LOGO: CGS   
 BH0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0978+STABILITY: SURFACE MOTION
 BH0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0978+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 BH0978
 BH0978  HISTORY     - Date     Condition        Report By
 BH0978  HISTORY     - 1955     MONUMENTED       CGS
 BH0978  HISTORY     - 1972     GOOD             MSHD
 BH0978  HISTORY     - 1974     GOOD             NGS
 BH0978  HISTORY     - 1976     GOOD             NGS
 BH0978  HISTORY     - 19930318 GOOD             NGS
 BH0978  HISTORY     - 20040212 GOOD             NGS
 BH0978  HISTORY     - 20050706 GOOD             NGS
 BH0978
 BH0978                          STATION DESCRIPTION
 BH0978
 BH0978'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0978'8.2 MI WSW FROM BAY ST  LOUIS.
 BH0978'THE MARK IS LOCATED 8.2 MILES WEST-SOUTHWEST OF BAY ST. LOUIS SET IN A
 BH0978'DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A 4 1/2 FOOT
 BH0978'CONCRETE BOX CULVERT UNDER THE EAST BOUND LANE OF U.S. HIGHWAY 90, 2
 BH0978'MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 607.
 BH0978'IT IS 40.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S.
 BH0978'HIGHWAY 90, 192 FEET EAST OF THE CENTER OF A DRIVEWAY, 179 FEET
 BH0978'NORTHEAST OF POLE NO. 80, 1.5 FEET EAST OF A METAL WITNESS POST AND
 BH0978'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE WEST
 BH0978'END OF THE BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S.
 BH0978'HIGHWAY 90 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.
 BH0978'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 4.8 MILES TO A CROSSROAD.
 BH0978'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 0.9 MILES TO THE MARK ON THE
 BH0978'LEFT.
 BH0978
 BH0978                          STATION RECOVERY (1974)
 BH0978
 BH0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0978'RECOVERED IN GOOD CONDITION.
 BH0978
 BH0978                          STATION RECOVERY (1976)
 BH0978
 BH0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0978'RECOVERED IN GOOD CONDITION.
 BH0978
 BH0978                          STATION RECOVERY (1993)
 BH0978
 BH0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0978'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH0978'STATE HIGHWAY 43 IN WAVELAND, IN TOP OF AND 0.2 M (0.7 FT) EAST OF
 BH0978'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 BH0978'EASTBOUND LANES OF THE HIGHWAY, 12.4 M (40.7 FT) SOUTH OF THE
 BH0978'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 8.2 M (26.9 FT)
 BH0978'EAST OF THE CENTER OF A DRIVEWAY, AND 1.0 M (3.3 FT) BELOW THE LEVEL
 BH0978'OF THE HIGHWAY.
 BH0978
 BH0978                          STATION RECOVERY (2004)
 BH0978
 BH0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 BH0978'UPDATED COORDINATES ARE N 30 18 01.7 W 89 28 14.0.  MARK IS IN FRONT
 BH0978'OF A USED AUTO PARTS EMPORIUM.
 BH0978
 BH0978                          STATION RECOVERY (2005)
 BH0978
 BH0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0877 ***********************************************************************
 BH0877  DESIGNATION -  F 191
 BH0877  PID         -  BH0877
 BH0877  STATE/COUNTY-  MS/HARRISON
 BH0877  USGS QUAD   -  GULFPORT NORTH (1994)
 BH0877
 BH0877                         *CURRENT SURVEY CONTROL
 BH0877  ___________________________________________________________________
 BH0877* NAD 83(1986)-  30 22 54.     (N)    089 06 30.     (W)     SCALED    
 BH0877* NAVD 88     -         8.869  (meters)      29.10   (feet)  ADJUSTED  
 BH0877  ___________________________________________________________________
 BH0877  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BH0877  DYNAMIC HT  -           8.857 (meters)      29.06  (feet)  COMP
 BH0877  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 BH0877
 BH0877  VERT ORDER  -  FIRST     CLASS I
 BH0877
 BH0877.The horizontal coordinates were scaled from a topographic map and have
 BH0877.an estimated accuracy of +/- 6 seconds.
 BH0877
 BH0877.The orthometric height was determined by differential leveling
 BH0877.and adjusted in June 1991.
 BH0877
 BH0877.The geoid height was determined by GEOID03.
 BH0877
 BH0877.The dynamic height is computed by dividing the NAVD 88
 BH0877.geopotential number by the normal gravity value computed on the
 BH0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0877.degrees latitude (g = 980.6199 gals.).
 BH0877
 BH0877.The modeled gravity was interpolated from observed gravity values.
 BH0877
 BH0877;                    North         East    Units  Estimated Accuracy
 BH0877;SPC MS E     -    97,760.      273,570.      MT  (+/- 180 meters Scaled)
 BH0877
 BH0877                          SUPERSEDED SURVEY CONTROL
 BH0877
 BH0877  NGVD 29 (??/??/??)    8.828  (m)           28.96   (f) ADJUSTED    1 1
 BH0877
 BH0877.Superseded values are not recommended for survey control.
 BH0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0877.See file dsdata.txt to determine how the superseded data were derived.
 BH0877
 BH0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU974629(NAD 83)
 BH0877_MARKER: DB = BENCH MARK DISK
 BH0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0877_SP_SET: BUILDING
 BH0877_STAMPING: F 191 1955
 BH0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0877
 BH0877  HISTORY     - Date     Condition        Report By
 BH0877  HISTORY     - 1955     MONUMENTED       CGS
 BH0877  HISTORY     - 1968     GOOD             CGS
 BH0877  HISTORY     - 1976     GOOD             NGS
 BH0877  HISTORY     - 19880812 GOOD             USPSQD
 BH0877
 BH0877                          STATION DESCRIPTION
 BH0877
 BH0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0877'1.9 MI NW FROM GULFPORT.
 BH0877'ABOUT 1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BH0877'UNION STATION AT GULFPORT, THENCE 0.35 MILE WEST ALONG 28TH STREET,
 BH0877'THENCE 0.15 MILE SOUTH ALONG 33RD AVENUE, THENCE 0.4 MILE WEST ALONG
 BH0877'ROAD LEADING THRU GATE NO. 1 FOR THE U.S. NAVY CONSTRUCTION BATTALION
 BH0877'CENTER, 0.25 MILE WEST OF GATE NO. 1, SET VERTICALLY IN THE NORTHEAST
 BH0877'FACE AND NEAR THE NORTH CORNER OF THE CONCRETE FOUNDATION OF BRICK
 BH0877'WAREHOUSE NO. 18 A, 163 FEET SOUTH OF A FENCE WHICH IS BETWEEN THE
 BH0877'RESERVATION AND THE EVERGREEN CEMETERY AND 2 FEET ABOVE THE LEVEL OF
 BH0877'THE GROUND.
 BH0877
 BH0877                          STATION RECOVERY (1976)
 BH0877
 BH0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0877'RECOVERED IN GOOD CONDITION.
 BH0877
 BH0877                          STATION RECOVERY (1988)
 BH0877
 BH0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0377 ***********************************************************************
 BH0377  DESIGNATION -  F 192
 BH0377  PID         -  BH0377
 BH0377  STATE/COUNTY-  MS/JACKSON
 BH0377  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0377
 BH0377                         *CURRENT SURVEY CONTROL
 BH0377  ___________________________________________________________________
 BH0377* NAD 83(1986)-  30 27 03.     (N)    088 51 54.     (W)     SCALED    
 BH0377* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 BH0377  ___________________________________________________________________
 BH0377  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0377
 BH0377.The horizontal coordinates were scaled from a topographic map and have
 BH0377.an estimated accuracy of +/- 6 seconds.
 BH0377
 BH0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0377.The vertical order pertains to the NGVD 29 superseded value.
 BH0377
 BH0377.The geoid height was determined by GEOID03.
 BH0377
 BH0377;                    North         East    Units  Estimated Accuracy
 BH0377;SPC MS E     -   105,400.      296,960.      MT  (+/- 180 meters Scaled)
 BH0377
 BH0377                          SUPERSEDED SURVEY CONTROL
 BH0377
 BH0377  NGVD 29 (??/??/??)   12.429  (m)           40.78   (f) ADJUSTED    1 2
 BH0377
 BH0377.Superseded values are not recommended for survey control.
 BH0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0377.See file dsdata.txt to determine how the superseded data were derived.
 BH0377
 BH0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU209702(NAD 83)
 BH0377_MARKER: DB = BENCH MARK DISK
 BH0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0377_STAMPING: F 192 1955
 BH0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0377+STABILITY: SURFACE MOTION
 BH0377
 BH0377  HISTORY     - Date     Condition        Report By
 BH0377  HISTORY     - 1955     MONUMENTED       CGS
 BH0377  HISTORY     - 1968     GOOD             CGS
 BH0377
 BH0377                          STATION DESCRIPTION
 BH0377
 BH0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0377'4.15 MI NW FROM OCEAN SPRINGS.
 BH0377'ABOUT 3.6 MILES NORTHWEST ALONG OLD U. S. HIGHWAY 90 FROM THE
 BH0377'LOUISVILLE AND NASHVILLE RAILROAD STATION AT OCEAN SPRINGS, THENCE 0.5
 BH0377'MILE NORTH ALONG MCCANN ROAD, THENCE 0.05 MILE EAST ALONG RIDGE ROAD,
 BH0377'AT THE ABANDONED ARTS AIRPORT, 243 FEET NORTH OF THE CENTER LINE OF
 BH0377'RIDGE ROAD, NEAR THE REMAINS OF A CONCRETE BLOCK HANGAR, 39 FEET WEST
 BH0377'OF THE CENTER LINE OF A SAND ROAD, 272 FEET NORTHWEST OF AND A CROSS A
 BH0377'SAND TRAIL FROM BENCH MARK G 192 DESCRIBED, 411 FEET SOUTH OF BENCH
 BH0377'MARK E 192 DESCRIBED, 2 FEET SOUTH OF A METAL WITNESS POST, SET IN THE
 BH0377'TOP OF A CONCRETE POST ONE INCH BELOW THE LEVEL OF THE GROUND. SEC 11,
 BH0377'T 7S, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0020 ***********************************************************************
 EH0020  DESIGNATION -  F 193
 EH0020  PID         -  EH0020
 EH0020  STATE/COUNTY-  MS/DE SOTO
 EH0020  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0020
 EH0020                         *CURRENT SURVEY CONTROL
 EH0020  ___________________________________________________________________
 EH0020* NAD 83(1986)-  34 53 02.     (N)    090 13 03.     (W)     SCALED    
 EH0020* NAVD 88     -        62.501  (meters)     205.06   (feet)  ADJUSTED  
 EH0020  ___________________________________________________________________
 EH0020  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EH0020  DYNAMIC HT  -          62.443 (meters)     204.87  (feet)  COMP
 EH0020  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 EH0020
 EH0020  VERT ORDER  -  FIRST     CLASS I
 EH0020
 EH0020.The horizontal coordinates were scaled from a topographic map and have
 EH0020.an estimated accuracy of +/- 6 seconds.
 EH0020
 EH0020.The orthometric height was determined by differential leveling
 EH0020.and adjusted in June 1991.
 EH0020.WARNING-Repeat measurements at this control monument indicate possible
 EH0020.vertical movement.
 EH0020
 EH0020.The geoid height was determined by GEOID03.
 EH0020
 EH0020.The dynamic height is computed by dividing the NAVD 88
 EH0020.geopotential number by the normal gravity value computed on the
 EH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0020.degrees latitude (g = 980.6199 gals.).
 EH0020
 EH0020.The modeled gravity was interpolated from observed gravity values.
 EH0020
 EH0020;                    North         East    Units  Estimated Accuracy
 EH0020;SPC MS W     -   597,000.      710,590.      MT  (+/- 180 meters Scaled)
 EH0020
 EH0020                          SUPERSEDED SURVEY CONTROL
 EH0020
 EH0020  NGVD 29 (??/??/??)   62.508  (m)          205.08   (f) ADJUSTED    1 1
 EH0020
 EH0020.Superseded values are not recommended for survey control.
 EH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0020.See file dsdata.txt to determine how the superseded data were derived.
 EH0020
 EH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU543637(NAD 83)
 EH0020_MARKER: DB = BENCH MARK DISK
 EH0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0020_SP_SET: PILLAR
 EH0020_STAMPING: F 193 1956
 EH0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0020
 EH0020  HISTORY     - Date     Condition        Report By
 EH0020  HISTORY     - 1956     MONUMENTED       CGS
 EH0020  HISTORY     - 1974     GOOD             NGS
 EH0020  HISTORY     - 19911112 MARK NOT FOUND   NGS
 EH0020
 EH0020                          STATION DESCRIPTION
 EH0020
 EH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0020'6.1 MI SW FROM WALLS.
 EH0020'ABOUT 6.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0020'AT WALLS, AT THE U.S. HIGHWAY 61 OVERPASS OVER THE ILLINOIS CENTRAL
 EH0020'RAILROAD.  ALSO, 8 MILES EAST ALONG STATE HIGHWAY 304 FROM THE
 EH0020'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT ROBINSONVILLE, THENCE
 EH0020'6.65 MILES NORTHEAST ALONG U.S. HIGHWAY 61, 23.3 FEET EAST OF THE EAST
 EH0020'RAIL, 3.2 FEET ABOVE LEVEL OF THE GROUND AND SET VERTICALLY IN THE
 EH0020'NORTHWEST FACE OF THE MOST NORTHWESTERLY ONE OF TWO CONCRETE PILLARS.
 EH0020'1/4,SEC 25 ,T 2S ,R 10W.
 EH0020
 EH0020                          STATION RECOVERY (1991)
 EH0020
 EH0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0020'THE DESCRIBED BRIDGE HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0049 ***********************************************************************
 EH0049  DESIGNATION -  F 194
 EH0049  PID         -  EH0049
 EH0049  STATE/COUNTY-  MS/TATE
 EH0049  USGS QUAD   -  ARKABUTLA WEST (1983)
 EH0049
 EH0049                         *CURRENT SURVEY CONTROL
 EH0049  ___________________________________________________________________
 EH0049* NAD 83(1986)-  34 38 04.     (N)    090 13 32.     (W)     SCALED    
 EH0049* NAVD 88     -        56.573  (meters)     185.61   (feet)  ADJUSTED  
 EH0049  ___________________________________________________________________
 EH0049  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EH0049  DYNAMIC HT  -          56.519 (meters)     185.43  (feet)  COMP
 EH0049  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EH0049
 EH0049  VERT ORDER  -  FIRST     CLASS II
 EH0049
 EH0049.The horizontal coordinates were scaled from a topographic map and have
 EH0049.an estimated accuracy of +/- 6 seconds.
 EH0049
 EH0049.The orthometric height was determined by differential leveling
 EH0049.and adjusted in June 1991.
 EH0049
 EH0049.The geoid height was determined by GEOID03.
 EH0049
 EH0049.The dynamic height is computed by dividing the NAVD 88
 EH0049.geopotential number by the normal gravity value computed on the
 EH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0049.degrees latitude (g = 980.6199 gals.).
 EH0049
 EH0049.The modeled gravity was interpolated from observed gravity values.
 EH0049
 EH0049;                    North         East    Units  Estimated Accuracy
 EH0049;SPC MS W     -   569,330.      709,880.      MT  (+/- 180 meters Scaled)
 EH0049
 EH0049                          SUPERSEDED SURVEY CONTROL
 EH0049
 EH0049  NGVD 29 (??/??/??)   56.599  (m)          185.69   (f) ADJUSTED    1 2
 EH0049
 EH0049.Superseded values are not recommended for survey control.
 EH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0049.See file dsdata.txt to determine how the superseded data were derived.
 EH0049
 EH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU543360(NAD 83)
 EH0049_MARKER: DB = BENCH MARK DISK
 EH0049_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0049_SP_SET: 50 FT.
 EH0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0049
 EH0049  HISTORY     - Date     Condition        Report By
 EH0049  HISTORY     - 1956     MONUMENTED       CGS
 EH0049  HISTORY     - 1966     GOOD             MSHD
 EH0049  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0049
 EH0049                          STATION DESCRIPTION
 EH0049
 EH0049'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0049'IN SAVAGE.
 EH0049'LOCATED AT SAVAGE ABOUT 0.1 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL
 EH0049'RAILROAD FROM THE STATION, ABOUT 2 1/2 POLES SOUTHEAST OF RAILROAD
 EH0049'BRIDGE OVER COLDWATER RIVER AND THE TUNICA-TATE COUNTY LINE.  IT IS
 EH0049'115 FEET NORTH OF THE CENTER OF THE CROSSING OF MAIN TRACK AND GRAVEL
 EH0049'ROAD, 75 FEET NORTHWEST OF THE SECOND POLE NORTHWEST OF THE RAILROAD
 EH0049'STATION, 68 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 20
 EH0049'FEET SOUTHEAST OF THE EAST CORNER OF THE POST OFFICE, AND 2 FEET
 EH0049'SOUTHWEST OF A FENCE CORNER.  NOTE-- THE STORE MENTIONED IN THE
 EH0049'PREVIOUS DESCRIPTION HAS BEEN CHANGED AND THE AREA HAS BEEN FILLED.
 EH0049
 EH0049                          STATION RECOVERY (1979)
 EH0049
 EH0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0250 ***********************************************************************
 EH0250  DESIGNATION -  F 195
 EH0250  PID         -  EH0250
 EH0250  STATE/COUNTY-  MS/QUITMAN
 EH0250  USGS QUAD   -  MARKS (1969)
 EH0250
 EH0250                         *CURRENT SURVEY CONTROL
 EH0250  ___________________________________________________________________
 EH0250* NAD 83(1986)-  34 22 29.     (N)    090 16 28.     (W)     SCALED    
 EH0250* NAVD 88     -        50.051  (meters)     164.21   (feet)  ADJUSTED  
 EH0250  ___________________________________________________________________
 EH0250  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EH0250  DYNAMIC HT  -          50.002 (meters)     164.05  (feet)  COMP
 EH0250  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EH0250
 EH0250  VERT ORDER  -  FIRST     CLASS II
 EH0250
 EH0250.The horizontal coordinates were scaled from a topographic map and have
 EH0250.an estimated accuracy of +/- 6 seconds.
 EH0250
 EH0250.The orthometric height was determined by differential leveling
 EH0250.and adjusted in June 1991.
 EH0250
 EH0250.The geoid height was determined by GEOID03.
 EH0250
 EH0250.The dynamic height is computed by dividing the NAVD 88
 EH0250.geopotential number by the normal gravity value computed on the
 EH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0250.degrees latitude (g = 980.6199 gals.).
 EH0250
 EH0250.The modeled gravity was interpolated from observed gravity values.
 EH0250
 EH0250;                    North         East    Units  Estimated Accuracy
 EH0250;SPC MS W     -   540,510.      705,420.      MT  (+/- 180 meters Scaled)
 EH0250
 EH0250                          SUPERSEDED SURVEY CONTROL
 EH0250
 EH0250  NGVD 29 (??/??/??)   50.083  (m)          164.31   (f) ADJUSTED    1 2
 EH0250
 EH0250.Superseded values are not recommended for survey control.
 EH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0250.See file dsdata.txt to determine how the superseded data were derived.
 EH0250
 EH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU506070(NAD 83)
 EH0250_MARKER: DB = BENCH MARK DISK
 EH0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0250_STAMPING: F 195 1956
 EH0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0250
 EH0250  HISTORY     - Date     Condition        Report By
 EH0250  HISTORY     - 1956     MONUMENTED       CGS
 EH0250  HISTORY     - 1977     GOOD             MSHD
 EH0250
 EH0250                          STATION DESCRIPTION
 EH0250
 EH0250'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0250'1.15 MI N FROM DARLING.
 EH0250'THE MARK IS LOCATED 5.1 MILES SOUTHWEST OF SLEDGE, 5.2 MILES NORTH
 EH0250'OF MARKS, 1.15 MILES NORTH FO DARLING, 0.25 MILE SOUTH OF MILE POST
 EH0250'59 IN THE NORTHEAST 1/4 OF SECTION 20, T 8S, R 10W.  IT IS 90 FEET
 EH0250'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FIRST TRESTLE SOUTH
 EH0250'OF MILE POST 59, 81 FEET NORTH-NORTHEAST OF A 30 INCH OAK, 31 FEET
 EH0250'WEST OF THE WEST RAIL, 3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH
 EH0250'OF A METAL WITNESS POST ABOUT 9 FEET BELOW THE LEVEL OF THETRACK AND
 EH0250'PROJECTS 7 INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 315
 EH0250'AND STATE HIGHWAY 3 AT THE NORTH EDGE OF SLEDGE GO SOUTHWEST ON
 EH0250'STATE HIGHWAY 3 FOR 3.75 MILES TO  CROSSROAD IN FALCON.  CONTINUE
 EH0250'SOUTHWEST ON STATE HIGHWAY 3 FOR 1.45 MILES TO A FIELD ROADRIGHT.
 EH0250'TURN RIGHT AND GO WEST ON A FIELD ROAD FOR 0.35 MILE TO A RAILROAD
 EH0250'CROSSING.  THENCE SOUTH ALONG THE RAILROAD TRACK FOR 0.2 MILE TO
 EH0250'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0157 ***********************************************************************
 EH0157  DESIGNATION -  F 196 RESET
 EH0157  PID         -  EH0157
 EH0157  STATE/COUNTY-  MS/TUNICA
 EH0157  USGS QUAD   -  HOLLYWOOD (1982)
 EH0157
 EH0157                         *CURRENT SURVEY CONTROL
 EH0157  ___________________________________________________________________
 EH0157* NAD 83(1986)-  34 38 29.     (N)    090 21 28.     (W)     SCALED    
 EH0157* NAVD 88     -        56.20   (meters)     184.4    (feet)  RESET     
 EH0157  ___________________________________________________________________
 EH0157  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0157  VERT ORDER  -  THIRD
 EH0157
 EH0157.The horizontal coordinates were scaled from a topographic map and have
 EH0157.an estimated accuracy of +/- 6 seconds.
 EH0157
 EH0157.The orthometric height was computed from unverified reset data.
 EH0157
 EH0157.The geoid height was determined by GEOID03.
 EH0157
 EH0157;                    North         East    Units  Estimated Accuracy
 EH0157;SPC MS W     -   570,090.      697,760.      MT  (+/- 180 meters Scaled)
 EH0157
 EH0157                          SUPERSEDED SURVEY CONTROL
 EH0157
 EH0157  NGVD 29 (??/??/??)   56.23   (m)          184.5    (f) RESET       3  
 EH0157
 EH0157.Superseded values are not recommended for survey control.
 EH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0157.See file dsdata.txt to determine how the superseded data were derived.
 EH0157
 EH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU421364(NAD 83)
 EH0157_MARKER: DB = BENCH MARK DISK
 EH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0157_STAMPING: F 196 RESET 1957
 EH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0157+STABILITY: SURFACE MOTION
 EH0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0157+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 EH0157
 EH0157  HISTORY     - Date     Condition        Report By
 EH0157  HISTORY     - 1957     MONUMENTED       CGS
 EH0157  HISTORY     - 1974     GOOD             NGS
 EH0157  HISTORY     - 20080515 GOOD             MSDOT
 EH0157
 EH0157                          STATION DESCRIPTION
 EH0157
 EH0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0157'1.45 MI E FROM EVANSVILLE.
 EH0157'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION WITH
 EH0157'U.S. HIGHWAY 61 AT EVANSVILLE, 30.7 FEET SOUTHWEST OF THE SOUTHWEST
 EH0157'CORNER OF THE NEW HOPE CHURCH (FRAME BUILDING), 42.5 FEET NORTH OF THE
 EH0157'CENTER LINE OF STATE HIGHWAY 4, 36 FEET EAST OF THE CENTER LINE OF A
 EH0157'PAVED ROAD, 17 FEET SOUTH OF A POWER POLE BRACED BY 5 GUY WIRES, 1.6
 EH0157'FEET WEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY
 EH0157'AND IN TH TOP OF A CONCRETE POST PROJECTING 4-INCHES. 1/4, SEC 15, T
 EH0157'5S, R 11W.
 EH0157
 EH0157                          STATION RECOVERY (2008)
 EH0157
 EH0157'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0157'A NEW CHURCH HAS BEEN BUILT AND THE MARK IS 100 FEET SOUTH SOUTWEST OF
 EH0157'THE SOUTHWEST CORNER OF THE NEW CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0633 ***********************************************************************
 EH0633  DESIGNATION -  F 197
 EH0633  PID         -  EH0633
 EH0633  STATE/COUNTY-  MS/BOLIVAR
 EH0633  USGS QUAD   -  DUNCAN (1967)
 EH0633
 EH0633                         *CURRENT SURVEY CONTROL
 EH0633  ___________________________________________________________________
 EH0633* NAD 83(1986)-  34 05 41.     (N)    090 44 38.     (W)     SCALED    
 EH0633* NAVD 88     -        47.170  (meters)     154.76   (feet)  ADJUSTED  
 EH0633  ___________________________________________________________________
 EH0633  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EH0633  DYNAMIC HT  -          47.124 (meters)     154.61  (feet)  COMP
 EH0633  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EH0633
 EH0633  VERT ORDER  -  SECOND    CLASS 0
 EH0633
 EH0633.The horizontal coordinates were scaled from a topographic map and have
 EH0633.an estimated accuracy of +/- 6 seconds.
 EH0633
 EH0633.The orthometric height was determined by differential leveling
 EH0633.and adjusted in June 1991.
 EH0633
 EH0633.The geoid height was determined by GEOID03.
 EH0633
 EH0633.The dynamic height is computed by dividing the NAVD 88
 EH0633.geopotential number by the normal gravity value computed on the
 EH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0633.degrees latitude (g = 980.6199 gals.).
 EH0633
 EH0633.The modeled gravity was interpolated from observed gravity values.
 EH0633
 EH0633;                    North         East    Units  Estimated Accuracy
 EH0633;SPC MS W     -   509,530.      662,120.      MT  (+/- 180 meters Scaled)
 EH0633
 EH0633                          SUPERSEDED SURVEY CONTROL
 EH0633
 EH0633  NGVD 29 (??/??/??)   47.239  (m)          154.98   (f) ADJUSTED    2 0
 EH0633
 EH0633.Superseded values are not recommended for survey control.
 EH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0633.See file dsdata.txt to determine how the superseded data were derived.
 EH0633
 EH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT081749(NAD 83)
 EH0633_MARKER: DB = BENCH MARK DISK
 EH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0633_STAMPING: F 197 1957
 EH0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0633+STABILITY: SURFACE MOTION
 EH0633
 EH0633  HISTORY     - Date     Condition        Report By
 EH0633  HISTORY     - 1957     MONUMENTED       CGS
 EH0633  HISTORY     - 1973     GOOD             MSHD
 EH0633  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH0633
 EH0633                          STATION DESCRIPTION
 EH0633
 EH0633'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0633'1.6 MI NW FROM ALLIGATOR.
 EH0633'THE MARK IS LOCATED 1.5 MI WEST OF ALLIGATOR IN THE WEST ANGLE OF
 EH0633'THE JUNCTION OF A GRAVELED ROAD LEADING NORTH AND A BLACK TOP ROAD,
 EH0633'0.45 MILE SOUTH OF THE TRAVELERS REST CHURCH AND CEMETERY IN THE
 EH0633'SW 1/4 OF SECTION 29, T 26N, R 5W.  IT IS 26 FEET NORTH OF THE
 EH0633'CENTER OF A BLACK TOP ROAD, 63 FEET SW OF THE CENTER OF A GRAVELED
 EH0633'ROAD, 106 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN BRIDGE, 2 FEET
 EH0633'EAST NORTHEAST OF A SQUARE CONCRETE POST PROJECTING 18 INCHES, 1
 EH0633'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 EH0633'CONCRETE CYLINDER ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES.
 EH0633'TO REACH FROM THE RAILROAD STATION IN ALLIGATOR GO NW ON A BLACK TOP
 EH0633'ROAD FOR 0.15 MI TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A
 EH0633'BLACK TOP ROAD FOR 1.6 MI TO A SIDE ROAD AND THE MARK ON THE RIGHT.
 EH0633
 EH0633                          STATION RECOVERY (2003)
 EH0633
 EH0633'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0746 ***********************************************************************
 DK0746  CBN         -  This is a Cooperative Base Network Control Station.
 DK0746  DESIGNATION -  F 198
 DK0746  PID         -  DK0746
 DK0746  STATE/COUNTY-  MS/SUNFLOWER
 DK0746  USGS QUAD   -  CLEVELAND (1966)
 DK0746
 DK0746                         *CURRENT SURVEY CONTROL
 DK0746  ___________________________________________________________________
 DK0746* NAD 83(2007)-  33 43 45.65618(N)    090 37 33.11583(W)     ADJUSTED  
 DK0746* NAVD 88     -        41.596  (meters)     136.47   (feet)  ADJUSTED  
 DK0746  ___________________________________________________________________
 DK0746  EPOCH DATE  -        2002.00
 DK0746  X           -     -58,002.168 (meters)                     COMP
 DK0746  Y           -  -5,309,682.675 (meters)                     COMP
 DK0746  Z           -   3,521,527.262 (meters)                     COMP
 DK0746  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DK0746  ELLIP HEIGHT-          15.237 (meters)          (02/10/07) ADJUSTED
 DK0746  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK0746  DYNAMIC HT  -          41.554 (meters)     136.33  (feet)  COMP
 DK0746
 DK0746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK0746  Type    PID    Designation                      North   East  Ellip
 DK0746  -------------------------------------------------------------------
 DK0746  NETWORK DK0746 F 198                             0.74   0.73   2.98
 DK0746  -------------------------------------------------------------------
 DK0746  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 DK0746
 DK0746  VERT ORDER  -  SECOND    CLASS 0
 DK0746
 DK0746.The horizontal coordinates were established by GPS observations
 DK0746.and adjusted by the National Geodetic Survey in February 2007.
 DK0746
 DK0746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0746.The horizontal coordinates are valid at the epoch date displayed above.
 DK0746.The epoch date for horizontal control is a decimal equivalence
 DK0746.of Year/Month/Day.
 DK0746
 DK0746.The orthometric height was determined by differential leveling
 DK0746.and adjusted in June 1991.
 DK0746
 DK0746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0746
 DK0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0746
 DK0746.The ellipsoidal height was determined by GPS observations
 DK0746.and is referenced to NAD 83.
 DK0746
 DK0746.The geoid height was determined by GEOID03.
 DK0746
 DK0746.The dynamic height is computed by dividing the NAVD 88
 DK0746.geopotential number by the normal gravity value computed on the
 DK0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0746.degrees latitude (g = 980.6199 gals.).
 DK0746
 DK0746.The modeled gravity was interpolated from observed gravity values.
 DK0746
 DK0746;                    North         East     Units Scale Factor Converg.
 DK0746;SPC MS W     -   468,966.546   672,890.378   MT  0.99995906   -0 09 44.8
 DK0746;SPC MS W     - 1,538,601.08  2,207,641.18   sFT  0.99995906   -0 09 44.8
 DK0746;UTM  15      - 3,734,678.764   719,963.388   MT  1.00019651   +1 19 07.7
 DK0746
 DK0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0746!SPC MS W     -   0.99999761  x   0.99995906  =   0.99995667
 DK0746!UTM  15      -   0.99999761  x   1.00019651  =   1.00019412
 DK0746
 DK0746                          SUPERSEDED SURVEY CONTROL
 DK0746
 DK0746  ELLIP H (04/15/02)   15.231  (m)                       GP(       ) 4 2
 DK0746  NAD 83(1993)-  33 43 45.65591(N)    090 37 33.11524(W) AD(       ) B
 DK0746  ELLIP H (02/15/02)   15.237  (m)                       GP(       ) 4 1
 DK0746  NAVD 88 (02/15/02)   41.60   (m)          136.5    (f) LEVELING    3  
 DK0746  NGVD 29 (??/??/??)   41.703  (m)          136.82   (f) ADJUSTED    2 0
 DK0746
 DK0746.Superseded values are not recommended for survey control.
 DK0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0746.See file dsdata.txt to determine how the superseded data were derived.
 DK0746
 DK0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1996334679(NAD 83)
 DK0746_MARKER: DB = BENCH MARK DISK
 DK0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0746_STAMPING: F 198 1957
 DK0746_MARK LOGO: CGS   
 DK0746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0746+STABILITY: SURFACE MOTION
 DK0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0746+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 DK0746
 DK0746  HISTORY     - Date     Condition        Report By
 DK0746  HISTORY     - 1957     MONUMENTED       CGS
 DK0746  HISTORY     - 1967     GOOD             MSHD
 DK0746  HISTORY     - 19920402 GOOD             JCLS
 DK0746  HISTORY     - 20000401 GOOD             NGS
 DK0746  HISTORY     - 20020402 GOOD             JCLS
 DK0746
 DK0746                          STATION DESCRIPTION
 DK0746
 DK0746'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0746'4.55 MI W FROM RULEVILLE.
 DK0746'THE MARK IS LOCATED NEAR THE CROSSING OF THE MOST WESTERN OF THREE GAS
 DK0746'LINES CROSSING THE HIGHWAY APPROXIMATELY 4.65 MILES WEST OF THE
 DK0746'INTERSECTION OF MISSISSIPPI HIGHWAY 8 AND U.S. HIGHWAY 49W IN
 DK0746'RULEVILLE, 5.4 MILES EAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 8
 DK0746'AND U.S. HIGHWAY 61 IN CLEVELAND AND IS IN THE SOUTHWEST 1/4 OF
 DK0746'SECTION 37, T 22N, R 4W.  IT IS 56 FEET SOUTH OF THE CENTER OF HIGHWAY
 DK0746'8, 5.5 FEET SOUTHEAST OF A POWER POLE, 3.5 FEET EAST OF A FENCE
 DK0746'CORNER, 17 FEET WEST OF A CAUTION HIGH PRESSURE GAS LINE SIGN, 9 FEET
 DK0746'WEST OF THE CENTER OF THE ENTRANCE TO THE PASTURE, 1 FOOT NORTH OF A
 DK0746'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  TO REACH FROM THE U.S.
 DK0746'POST OFFICE IN RULEVILLE GO NORTH ON RUBY AVENUE FOR 0.45 MILE TO THE
 DK0746'INTERSECTION OF MISSISSIPPI HIGHWAY 8.  TURN LEFT (WEST) AND CONTINUE
 DK0746'ON MISSISSIPPI HIGHWAY 8 FOR 4.55 MILES TO A FENCE CORNER AND THE MARK
 DK0746'ON THE LEFT AS DESCRIBED.
 DK0746
 DK0746                          STATION RECOVERY (1992)
 DK0746
 DK0746'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY)
 DK0746'RECOVERED IN GOOD CONDITION.
 DK0746
 DK0746                          STATION RECOVERY (2000)
 DK0746
 DK0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0746'RECOVERED AS DESCRIBED.
 DK0746
 DK0746                          STATION RECOVERY (2002)
 DK0746
 DK0746'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DK0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0686 ***********************************************************************
 DK0686  DESIGNATION -  F 199
 DK0686  PID         -  DK0686
 DK0686  STATE/COUNTY-  MS/BOLIVAR
 DK0686  USGS QUAD   -  MERIGOLD (1966)
 DK0686
 DK0686                         *CURRENT SURVEY CONTROL
 DK0686  ___________________________________________________________________
 DK0686* NAD 83(1986)-  33 50 51.     (N)    090 43 27.     (W)     SCALED    
 DK0686* NAVD 88     -        43.222  (meters)     141.80   (feet)  ADJUSTED  
 DK0686  ___________________________________________________________________
 DK0686  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0686  DYNAMIC HT  -          43.178 (meters)     141.66  (feet)  COMP
 DK0686  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 DK0686
 DK0686  VERT ORDER  -  SECOND    CLASS 0
 DK0686
 DK0686.The horizontal coordinates were scaled from a topographic map and have
 DK0686.an estimated accuracy of +/- 6 seconds.
 DK0686
 DK0686.The orthometric height was determined by differential leveling
 DK0686.and adjusted in June 1991.
 DK0686
 DK0686.The geoid height was determined by GEOID03.
 DK0686
 DK0686.The dynamic height is computed by dividing the NAVD 88
 DK0686.geopotential number by the normal gravity value computed on the
 DK0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0686.degrees latitude (g = 980.6199 gals.).
 DK0686
 DK0686.The modeled gravity was interpolated from observed gravity values.
 DK0686
 DK0686;                    North         East    Units  Estimated Accuracy
 DK0686;SPC MS W     -   482,100.      663,830.      MT  (+/- 180 meters Scaled)
 DK0686
 DK0686                          SUPERSEDED SURVEY CONTROL
 DK0686
 DK0686  NGVD 29 (??/??/??)   43.323  (m)          142.14   (f) ADJUSTED    2 0
 DK0686
 DK0686.Superseded values are not recommended for survey control.
 DK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0686.See file dsdata.txt to determine how the superseded data were derived.
 DK0686
 DK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT105475(NAD 83)
 DK0686_MARKER: DB = BENCH MARK DISK
 DK0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0686_SP_SET: FOUNDATION
 DK0686_STAMPING: F 199 1957
 DK0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0686
 DK0686  HISTORY     - Date     Condition        Report By
 DK0686  HISTORY     - 1957     MONUMENTED       CGS
 DK0686  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0686
 DK0686                          STATION DESCRIPTION
 DK0686
 DK0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0686'0.65 MI N FROM MERIGOLD.
 DK0686'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE MAIN CROSSROADS
 DK0686'AT MERIGOLD, IN SECTION 16, T 22 N, R 5 W, AT MERIGOLD AIRPORT, IN THE
 DK0686'TOP OF CONCRETE FOUNDATION OF WIND DIRECTION INDICATOR, 247 FEET EAST
 DK0686'OF CENTER LINE OF HIGHWAY, 196 FEET NORTHEAST OF NORTHEAST CORNER OF
 DK0686'OFFICE BUILDING, 1 1/2 FEET WEST-SOUTHWEST OF INDICATOR SPINDLE AND
 DK0686'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 DK0686
 DK0686                          STATION RECOVERY (1972)
 DK0686
 DK0686'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0579 ***********************************************************************
 DK0579  DESIGNATION -  F 200
 DK0579  PID         -  DK0579
 DK0579  STATE/COUNTY-  MS/BOLIVAR
 DK0579  USGS QUAD   -  BEULAH (1969)
 DK0579
 DK0579                         *CURRENT SURVEY CONTROL
 DK0579  ___________________________________________________________________
 DK0579* NAD 83(1986)-  33 50 39.     (N)    090 58 57.     (W)     SCALED    
 DK0579* NAVD 88     -        44.587  (meters)     146.28   (feet)  ADJUSTED  
 DK0579  ___________________________________________________________________
 DK0579  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0579  DYNAMIC HT  -          44.542 (meters)     146.13  (feet)  COMP
 DK0579  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 DK0579
 DK0579  VERT ORDER  -  FIRST     CLASS I
 DK0579
 DK0579.The horizontal coordinates were scaled from a topographic map and have
 DK0579.an estimated accuracy of +/- 6 seconds.
 DK0579
 DK0579.The orthometric height was determined by differential leveling
 DK0579.and adjusted in June 1991.
 DK0579
 DK0579.The geoid height was determined by GEOID03.
 DK0579
 DK0579.The dynamic height is computed by dividing the NAVD 88
 DK0579.geopotential number by the normal gravity value computed on the
 DK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0579.degrees latitude (g = 980.6199 gals.).
 DK0579
 DK0579.The modeled gravity was interpolated from observed gravity values.
 DK0579
 DK0579;                    North         East    Units  Estimated Accuracy
 DK0579;SPC MS W     -   481,850.      639,920.      MT  (+/- 180 meters Scaled)
 DK0579
 DK0579                          SUPERSEDED SURVEY CONTROL
 DK0579
 DK0579  NGVD 29 (??/??/??)   44.656  (m)          146.51   (f) ADJUSTED    1 1
 DK0579
 DK0579.Superseded values are not recommended for survey control.
 DK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0579.See file dsdata.txt to determine how the superseded data were derived.
 DK0579
 DK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT866467(NAD 83)
 DK0579_MARKER: DB = BENCH MARK DISK
 DK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0579_STAMPING: F 200 1957
 DK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0579+STABILITY: SURFACE MOTION
 DK0579
 DK0579  HISTORY     - Date     Condition        Report By
 DK0579  HISTORY     - 1957     MONUMENTED       CGS
 DK0579  HISTORY     - 1974     GOOD             NGS
 DK0579  HISTORY     - 20030716 MARK NOT FOUND   USACE
 DK0579
 DK0579                          STATION DESCRIPTION
 DK0579
 DK0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0579'2.70 MI E FROM ROSEDALE.
 DK0579'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE
 DK0579'HIGHWAY 1 AT ROSEDALE, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD,
 DK0579'THENCE 0.95 MILES EAST ALONG A GRAVEL ROAD TO THE JUNCTION OF A GRAVEL
 DK0579'ROAD LEADING SOUTHEAST, 86.3 FEET SOUTH OF THE CENTER OF THE JUNCTION,
 DK0579'67.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 24.7
 DK0579'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST GRAVEL ROAD,
 DK0579'1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 DK0579'OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 DK0579'FOOT.  1/4, SEC. 13, T 23, R 8W.
 DK0579
 DK0579                          STATION RECOVERY (2003)
 DK0579
 DK0579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0629 ***********************************************************************
 EH0629  DESIGNATION -  F 201
 EH0629  PID         -  EH0629
 EH0629  STATE/COUNTY-  MS/COAHOMA
 EH0629  USGS QUAD   -  CLARKSDALE (1967)
 EH0629
 EH0629                         *CURRENT SURVEY CONTROL
 EH0629  ___________________________________________________________________
 EH0629* NAD 83(1986)-  34 11 49.     (N)    090 34 49.     (W)     SCALED    
 EH0629* NAVD 88     -        53.253  (meters)     174.71   (feet)  ADJUSTED  
 EH0629  ___________________________________________________________________
 EH0629  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0629  DYNAMIC HT  -          53.201 (meters)     174.54  (feet)  COMP
 EH0629  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 EH0629
 EH0629  VERT ORDER  -  SECOND    CLASS 0
 EH0629
 EH0629.The horizontal coordinates were scaled from a topographic map and have
 EH0629.an estimated accuracy of +/- 6 seconds.
 EH0629
 EH0629.The orthometric height was determined by differential leveling
 EH0629.and adjusted in June 1991.
 EH0629
 EH0629.The geoid height was determined by GEOID03.
 EH0629
 EH0629.The dynamic height is computed by dividing the NAVD 88
 EH0629.geopotential number by the normal gravity value computed on the
 EH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0629.degrees latitude (g = 980.6199 gals.).
 EH0629
 EH0629.The modeled gravity was interpolated from observed gravity values.
 EH0629
 EH0629;                    North         East    Units  Estimated Accuracy
 EH0629;SPC MS W     -   520,820.      677,240.      MT  (+/- 180 meters Scaled)
 EH0629
 EH0629                          SUPERSEDED SURVEY CONTROL
 EH0629
 EH0629  NGVD 29 (??/??/??)   53.301  (m)          174.87   (f) ADJUSTED    2 0
 EH0629
 EH0629.Superseded values are not recommended for survey control.
 EH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0629.See file dsdata.txt to determine how the superseded data were derived.
 EH0629
 EH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT229866(NAD 83)
 EH0629_MARKER: DB = BENCH MARK DISK
 EH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0629_STAMPING: F 201 1957
 EH0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0629+STABILITY: SURFACE MOTION
 EH0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0629+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0629
 EH0629  HISTORY     - Date     Condition        Report By
 EH0629  HISTORY     - 1957     MONUMENTED       CGS
 EH0629  HISTORY     - 1973     GOOD             MSHD
 EH0629  HISTORY     - 20030623 GOOD             USACE
 EH0629
 EH0629                          STATION DESCRIPTION
 EH0629
 EH0629'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0629'0.6 MI SW FROM CLARKSDALE.
 EH0629'THE MARK IS LOCATED 0.6 MILE SW OF CLARKSDALE ON THE WEST SIDE OF THE
 EH0629'NORTH WING OF THE FEDERAL COMPRESS PLANT NO. 2 IN THE WEST CORNER OF
 EH0629'THE NW LEG OF THE WATER TANK IN THE NW 1/4 OF THE SE 1/4 OF SECTION
 EH0629'23, T 27N, R 4W.  IT IS 202 FEET SSE OF THE SOUTH RAIL OF THE ICRR
 EH0629'TRACK, 16 FEET SOUTH OF THE SOUTH EDGE OF A LOADING DOCK, 4.5 FEET SSE
 EH0629'OF THE SW POST OF THE METAL ROOF OVER THE DOCK SET IN A DRILL HOLE IN
 EH0629'THE WEST CORNER OF THE NW LEG OF THE WATER TANK ABOUT 1 FOOT BELOW THE
 EH0629'LEVEL OF THE TRACK AND IS 2.5 FEET ABOVE THE GROUND.  TO REACH FROM
 EH0629'THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SW ON U.S.
 EH0629'HIGHWAY 61 FOR 1.6 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING
 EH0629'STATE HIGHWAY 322.  TURN RIGHT AND GO NORTH ON ANDERSON BLVD. FOR 0.9
 EH0629'MILE TO THE INTERSECTION OF SPRUCE STREET.  TURN RIGHT AND GO EAST ON
 EH0629'SPRUCE STREET FOR 0.75 MILE TO THE JUNCTION OF CUYAHOGA STREET ON THE
 EH0629'LEFT AND THE TANK AND THE MARK ON THE RIGHT.
 EH0629
 EH0629                          STATION RECOVERY (2003)
 EH0629
 EH0629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1307 ***********************************************************************
 BW1307  DESIGNATION -  F 208
 BW1307  PID         -  BW1307
 BW1307  STATE/COUNTY-  MS/PIKE
 BW1307  USGS QUAD   -  OSYKA (1972)
 BW1307
 BW1307                         *CURRENT SURVEY CONTROL
 BW1307  ___________________________________________________________________
 BW1307* NAD 83(1986)-  31 07 25.     (N)    090 28 06.     (W)     SCALED    
 BW1307* NAVD 88     -        88.552  (meters)     290.52   (feet)  ADJUSTED  
 BW1307  ___________________________________________________________________
 BW1307  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BW1307  DYNAMIC HT  -          88.440 (meters)     290.16  (feet)  COMP
 BW1307  MODELED GRAV-     979,375.9   (mgal)                       NAVD 88
 BW1307
 BW1307  VERT ORDER  -  FIRST     CLASS I
 BW1307
 BW1307.The horizontal coordinates were scaled from a topographic map and have
 BW1307.an estimated accuracy of +/- 6 seconds.
 BW1307
 BW1307.The orthometric height was determined by differential leveling
 BW1307.and adjusted in February 1994.
 BW1307
 BW1307.The geoid height was determined by GEOID03.
 BW1307
 BW1307.The dynamic height is computed by dividing the NAVD 88
 BW1307.geopotential number by the normal gravity value computed on the
 BW1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1307.degrees latitude (g = 980.6199 gals.).
 BW1307
 BW1307.The modeled gravity was interpolated from observed gravity values.
 BW1307
 BW1307;                    North         East    Units  Estimated Accuracy
 BW1307;SPC MS W     -   179,990.      687,120.      MT  (+/- 180 meters Scaled)
 BW1307
 BW1307                          SUPERSEDED SURVEY CONTROL
 BW1307
 BW1307  NAVD 88 (06/15/91)   88.572  (m)          290.59   (f) UNKNOWN     1 1
 BW1307  NGVD 29 (??/??/??)   88.560  (m)          290.55   (f) ADJUSTED    1 1
 BW1307
 BW1307.Superseded values are not recommended for survey control.
 BW1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1307.See file dsdata.txt to determine how the superseded data were derived.
 BW1307
 BW1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ414460(NAD 83)
 BW1307_MARKER: DB = BENCH MARK DISK
 BW1307_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW1307_SP_SET: BRIDGE ABUTMENT
 BW1307_STAMPING: F 208 1959
 BW1307_MARK LOGO: CGS   
 BW1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1307+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW1307
 BW1307  HISTORY     - Date     Condition        Report By
 BW1307  HISTORY     - 1959     MONUMENTED       CGS
 BW1307  HISTORY     - 19920714 GOOD             NGS
 BW1307
 BW1307                          STATION DESCRIPTION
 BW1307
 BW1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BW1307'3.55 MI NW FROM TORRAS.
 BW1307'ABOUT 3.55 MILES NORTHWEST ALONG STATE ROAD 418 FROM THE MT. CARMEL
 BW1307'CHURCH AT TORRAS, OR ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 1
 BW1307'FROM THE HIGH SCHOOL AT SIMMESPORT, THENCE 4.9 MILES NORTHEAST ALONG
 BW1307'STATE ROAD 418, ABOUT 0.15 MILE EAST OF A CURVE IN THE ROAD, 35 FEET
 BW1307'NORTH OF THE CENTER LINE OF THE ROAD, 100 FEET SOUTH OF THE CENTER
 BW1307'LINE OF A LEVEE, 2 FEET NORTH OF A FENCE, 2.3 FEET NORTH OF A WOODEN
 BW1307'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 BW1307'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BW1307
 BW1307                          STATION RECOVERY (1992)
 BW1307
 BW1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW1307'12.6 KM (7.80 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW1307'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, IN TOP OF AND 0.2 M
 BW1307'(0.7 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 BW1307'RAILROAD BRIDGE SPANNING LITTLE TANGIPAHOA RIVER, 0.7 KM (0.45 MI)
 BW1307'NORTH OF MILEPOST 816, 6.6 M (21.7 FT) WEST OF THE NEAR RAIL, AND 0.4
 BW1307'M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0122 ***********************************************************************
 BW0122  DESIGNATION -  F 209
 BW0122  PID         -  BW0122
 BW0122  STATE/COUNTY-  MS/COPIAH
 BW0122  USGS QUAD   -  WESSON (1972)
 BW0122
 BW0122                         *CURRENT SURVEY CONTROL
 BW0122  ___________________________________________________________________
 BW0122* NAD 83(1986)-  31 42 32.     (N)    090 23 18.     (W)     SCALED    
 BW0122* NAVD 88     -       142.414  (meters)     467.24   (feet)  ADJUSTED  
 BW0122  ___________________________________________________________________
 BW0122  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0122  DYNAMIC HT  -         142.243 (meters)     466.68  (feet)  COMP
 BW0122  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BW0122
 BW0122  VERT ORDER  -  FIRST     CLASS I
 BW0122
 BW0122.The horizontal coordinates were scaled from a topographic map and have
 BW0122.an estimated accuracy of +/- 6 seconds.
 BW0122
 BW0122.The orthometric height was determined by differential leveling
 BW0122.and adjusted in June 1991.
 BW0122
 BW0122.The geoid height was determined by GEOID03.
 BW0122
 BW0122.The dynamic height is computed by dividing the NAVD 88
 BW0122.geopotential number by the normal gravity value computed on the
 BW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0122.degrees latitude (g = 980.6199 gals.).
 BW0122
 BW0122.The modeled gravity was interpolated from observed gravity values.
 BW0122
 BW0122;                    North         East    Units  Estimated Accuracy
 BW0122;SPC MS W     -   244,870.      694,790.      MT  (+/- 180 meters Scaled)
 BW0122
 BW0122                          SUPERSEDED SURVEY CONTROL
 BW0122
 BW0122  NGVD 29 (??/??/??)  142.412  (m)          467.23   (f) ADJUSTED    1 1
 BW0122
 BW0122.Superseded values are not recommended for survey control.
 BW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0122.See file dsdata.txt to determine how the superseded data were derived.
 BW0122
 BW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR475111(NAD 83)
 BW0122_MARKER: DB = BENCH MARK DISK
 BW0122_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0122_SP_SET: 56 FT.
 BW0122_STAMPING: F 209 1960
 BW0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0122
 BW0122  HISTORY     - Date     Condition        Report By
 BW0122  HISTORY     - 1960     MONUMENTED       CGS
 BW0122  HISTORY     - 1969     GOOD             NGS
 BW0122  HISTORY     - 1972     GOOD             NGS
 BW0122  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0122
 BW0122                          STATION DESCRIPTION
 BW0122
 BW0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0122'0.7 MI N FROM WESSON.
 BW0122'ABOUT 0.7 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0122'CROSSING OF SPRING STREET AT WESSON, 0.5 MILE NORTH OF MILEPOST 774,
 BW0122'BETWEEN THE TRACK AND WEST RAILROAD AVENUE, 26 FEET EAST OF THE CENTER
 BW0122'LINE OF WEST RAILROAD AVENUE, 19 FEET WEST OF THE WEST RAIL OF THE
 BW0122'WEST TRACK, 0.6 FOOT EAST OF A METAL WITNESS POST, 3 FEET ABOVE THE
 BW0122'LEVEL OF THE AVENUE, 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK
 BW0122'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 6 INCHES ABOVE THE
 BW0122'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 6
 BW0122'INCHES ABOVE THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 BW0122'1/4, SEC 34, T 9N, R 8E.
 BW0122
 BW0122                          STATION RECOVERY (1972)
 BW0122
 BW0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BW0122'RECOVERED IN GOOD CONDITION.
 BW0122
 BW0122                          STATION RECOVERY (1992)
 BW0122
 BW0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0122'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0870 ***********************************************************************
 BW0870  DESIGNATION -  F 21
 BW0870  PID         -  BW0870
 BW0870  STATE/COUNTY-  MS/FRANKLIN
 BW0870  USGS QUAD   -  ROXIE (1988)
 BW0870
 BW0870                         *CURRENT SURVEY CONTROL
 BW0870  ___________________________________________________________________
 BW0870* NAD 83(1986)-  31 30 29.     (N)    091 03 44.     (W)     SCALED    
 BW0870* NAVD 88     -        72.326  (meters)     237.29   (feet)  ADJUSTED  
 BW0870  ___________________________________________________________________
 BW0870  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BW0870  DYNAMIC HT  -          72.238 (meters)     237.00  (feet)  COMP
 BW0870  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 BW0870
 BW0870  VERT ORDER  -  SECOND    CLASS 0
 BW0870
 BW0870.The horizontal coordinates were scaled from a topographic map and have
 BW0870.an estimated accuracy of +/- 6 seconds.
 BW0870
 BW0870.The orthometric height was determined by differential leveling
 BW0870.and adjusted in February 1994.
 BW0870
 BW0870.The geoid height was determined by GEOID03.
 BW0870
 BW0870.The dynamic height is computed by dividing the NAVD 88
 BW0870.geopotential number by the normal gravity value computed on the
 BW0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0870.degrees latitude (g = 980.6199 gals.).
 BW0870
 BW0870.The modeled gravity was interpolated from observed gravity values.
 BW0870
 BW0870;                    North         East    Units  Estimated Accuracy
 BW0870;SPC MS W     -   222,830.      630,760.      MT  (+/- 180 meters Scaled)
 BW0870
 BW0870                          SUPERSEDED SURVEY CONTROL
 BW0870
 BW0870  NAVD 88 (06/15/91)   72.354  (m)          237.38   (f) UNKNOWN     2 0
 BW0870  NGVD 29 (??/??/??)   72.337  (m)          237.33   (f) ADJUSTED    2 0
 BW0870
 BW0870.Superseded values are not recommended for survey control.
 BW0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0870.See file dsdata.txt to determine how the superseded data were derived.
 BW0870
 BW0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ840875(NAD 83)
 BW0870_MARKER: DB = BENCH MARK DISK
 BW0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0870_STAMPING: F 21 1934 237.595
 BW0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0870+STABILITY: SURFACE MOTION
 BW0870
 BW0870  HISTORY     - Date     Condition        Report By
 BW0870  HISTORY     - 1934     MONUMENTED       CGS
 BW0870  HISTORY     - 1969     GOOD             MSHD
 BW0870
 BW0870                          STATION DESCRIPTION
 BW0870
 BW0870'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0870'0.3 MI NE FROM ROXIE.
 BW0870'THE MARK IS LOCATED 0.3 MILE NORTHEAST OF ROXIE IN THE NW ANGLE OF A
 BW0870'ROAD CROSSING THE MISSISSIPPI CENTRAL RAILROAD TRACK JUST NORTH OF THE
 BW0870'ABANDONED MISSISSIPPI CENTRAL RAILROAD STATION IN THE NORTHEAST 1/4 OF
 BW0870'SECTION 19, T 6N, R 1E.  IT IS 79 FEET NORTH OF THE CENTER OF THE
 BW0870'CROSSING, 43 FEET NORTHEAST OF THE NORTHEAST RAIL (MAIN TRACK) 56 FEET
 BW0870'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 71 FEET EAST NORTHEAST OF
 BW0870'THE EAST CORNER OF THE ABANDONED RAILROAD STATION, 37 FEET NORTHWEST
 BW0870'OF A POWER LINE POLE, 5 FEET WEST OF A FENCE CORNER, 2.5 FEET
 BW0870'SOUTHWEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE
 BW0870'TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS
 BW0870'8 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- TO REACH FROM THE
 BW0870'U.S. POST OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO
 BW0870'THE INTERSECTION OF THIRD STREET.  TURN RIGHT (E) AND CONTINUE ON
 BW0870'THIRD STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAYS 98 AND
 BW0870'84.  TURN RIGHT (SE) AND CONTINUE ON U.S. HIGHWAYS 98 AND 84 FOR 0.1
 BW0870'MILE TO A SIDE ROAD LEFT JUST PAST A CONCRETE BRIDGE. TURN LEFT (NE)
 BW0870'AND CONTINUE ON A BLACKTOP ROAD FOR 0.1 MILE TO THE CROSSING OF THE
 BW0870'MISS. CENTRAL RAILROAD TRACK AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0231 ***********************************************************************
 CP0231  DESIGNATION -  F 210
 CP0231  PID         -  CP0231
 CP0231  STATE/COUNTY-  MS/HINDS
 CP0231  USGS QUAD   -  NEW BYRAM (1980)
 CP0231
 CP0231                         *CURRENT SURVEY CONTROL
 CP0231  ___________________________________________________________________
 CP0231* NAD 83(1986)-  32 09 57.     (N)    090 15 13.     (W)     SCALED    
 CP0231* NAVD 88     -        80.024  (meters)     262.55   (feet)  ADJUSTED  
 CP0231  ___________________________________________________________________
 CP0231  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP0231  DYNAMIC HT  -          79.930 (meters)     262.24  (feet)  COMP
 CP0231  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 CP0231
 CP0231  VERT ORDER  -  FIRST     CLASS I
 CP0231
 CP0231.The horizontal coordinates were scaled from a topographic map and have
 CP0231.an estimated accuracy of +/- 6 seconds.
 CP0231
 CP0231.The orthometric height was determined by differential leveling
 CP0231.and adjusted in June 1991.
 CP0231
 CP0231.The geoid height was determined by GEOID03.
 CP0231
 CP0231.The dynamic height is computed by dividing the NAVD 88
 CP0231.geopotential number by the normal gravity value computed on the
 CP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0231.degrees latitude (g = 980.6199 gals.).
 CP0231
 CP0231.The modeled gravity was interpolated from observed gravity values.
 CP0231
 CP0231;                    North         East    Units  Estimated Accuracy
 CP0231;SPC MS W     -   295,540.      707,520.      MT  (+/- 180 meters Scaled)
 CP0231
 CP0231                          SUPERSEDED SURVEY CONTROL
 CP0231
 CP0231  NGVD 29 (??/??/??)   80.028  (m)          262.56   (f) ADJUSTED    1 1
 CP0231
 CP0231.Superseded values are not recommended for survey control.
 CP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0231.See file dsdata.txt to determine how the superseded data were derived.
 CP0231
 CP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR589621(NAD 83)
 CP0231_MARKER: DB = BENCH MARK DISK
 CP0231_SETTING: 0 = UNSPECIFIED SETTING
 CP0231_STAMPING: F 210 1960
 CP0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0231
 CP0231  HISTORY     - Date     Condition        Report By
 CP0231  HISTORY     - 1960     MONUMENTED       CGS
 CP0231  HISTORY     - 1977     GOOD             MSHD
 CP0231  HISTORY     - 19920611 MARK NOT FOUND   NGS
 CP0231
 CP0231                          STATION DESCRIPTION
 CP0231
 CP0231'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0231'5.4 MI NE FROM TERRY.
 CP0231'THE MARK IS LOCATED 5.4 MILES NORTHEAST OF TERRY ON THE SOUTHEAST
 CP0231'RIGHT OF WAY OF THE I.C.G. RAILROAD TRACK, 1.4 MILES SOUTHEAST OF NEW
 CP0231'BYRAM NEAR THE CENTER OF THE NORTH SIDE OF SECTION 25, T 4N, R 1W. IT
 CP0231'IS 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 5
 CP0231'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A MOTOR CAR SET OFF, 1.5 FEET
 CP0231'NORTHWEST OF A METAL WITNESS POST ABOUT 1.5 FEET BELOW THE LEVEL OF
 CP0231'THE TRACK AND ON TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 12 INCHES.
 CP0231'NOTE-- TO REACH FROM THE BYRAM ATTENDANCE CENTER AT THE INTERSECTION
 CP0231'OF OLD BYRAM ROAD AND TERRY ROAD IN BURAM GO SOUTHEAST ON OLD BYRAM
 CP0231'FOR 0.5 MILE TO THE CROSSING OF A FRONTAGE ROAD ON THE EAST SIDE OF
 CP0231'I-55.  TURN RIGHT AND GO SOUTHWEST ON A FRONTAGE ROAD FOR 0.2 MILE TO
 CP0231'AN ANGLING SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON PRISOCK ROAD FOR
 CP0231'1.6 MILES TO A RAILROAD CROSSING JUST BEFORE REACHING THE GRIFFIN
 CP0231'INDUSTRIES INC.  THENCE NORTHEAST ALONG THE RAILROAD TRACK FOR 2666
 CP0231'FEET TO THE MARK ON THE RIGHT.
 CP0231
 CP0231                          STATION RECOVERY (1992)
 CP0231
 CP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0231'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0470 ***********************************************************************
 CO0470  DESIGNATION -  F 211
 CO0470  PID         -  CO0470
 CO0470  STATE/COUNTY-  MS/LAUDERDALE
 CO0470  USGS QUAD   -  TOOMSUBA (1982)
 CO0470
 CO0470                         *CURRENT SURVEY CONTROL
 CO0470  ___________________________________________________________________
 CO0470* NAD 83(1986)-  32 24 32.     (N)    088 34 47.     (W)     SCALED    
 CO0470* NAVD 88     -       137.651  (meters)     451.61   (feet)  ADJUSTED  
 CO0470  ___________________________________________________________________
 CO0470  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CO0470  DYNAMIC HT  -         137.488 (meters)     451.08  (feet)  COMP
 CO0470  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 CO0470
 CO0470  VERT ORDER  -  FIRST     CLASS I
 CO0470
 CO0470.The horizontal coordinates were scaled from a topographic map and have
 CO0470.an estimated accuracy of +/- 6 seconds.
 CO0470
 CO0470.The orthometric height was determined by differential leveling
 CO0470.and adjusted in June 1991.
 CO0470.WARNING-Repeat measurements at this control monument indicate possible
 CO0470.vertical movement.
 CO0470
 CO0470.The geoid height was determined by GEOID03.
 CO0470
 CO0470.The dynamic height is computed by dividing the NAVD 88
 CO0470.geopotential number by the normal gravity value computed on the
 CO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0470.degrees latitude (g = 980.6199 gals.).
 CO0470
 CO0470.The modeled gravity was interpolated from observed gravity values.
 CO0470
 CO0470;                    North         East    Units  Estimated Accuracy
 CO0470;SPC MS E     -   322,520.      323,860.      MT  (+/- 180 meters Scaled)
 CO0470
 CO0470                          SUPERSEDED SURVEY CONTROL
 CO0470
 CO0470  NGVD 29 (??/??/??)  137.633  (m)          451.55   (f) ADJUSTED    1 1
 CO0470
 CO0470.Superseded values are not recommended for survey control.
 CO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0470.See file dsdata.txt to determine how the superseded data were derived.
 CO0470
 CO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA514868(NAD 83)
 CO0470_MARKER: DB = BENCH MARK DISK
 CO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0470_STAMPING: F 211 1960
 CO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0470+STABILITY: SURFACE MOTION
 CO0470
 CO0470  HISTORY     - Date     Condition        Report By
 CO0470  HISTORY     - 1960     MONUMENTED       CGS
 CO0470  HISTORY     - 1968     GOOD             NGS
 CO0470
 CO0470                          STATION DESCRIPTION
 CO0470
 CO0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0470'0.9 MI NE FROM RUSSELL.
 CO0470'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE
 CO0470'BAPTIST CHURCH AT RUSSELL, IN SECTION 32, T 7 N, R 17 E, 69 FEET
 CO0470'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 144 FEET NORTHEAST OF THE
 CO0470'CENTERLINE OF A PAVED ROAD, 71 FEET NORTH OF THE NORTH CORNER OF A
 CO0470'FRAME HOUSE, 57 FEET EAST OF A 50-INCH OAK TREE, 37 FEET EAST OF THE
 CO0470'CENTERLINE OF A PRIVATE DRIVEWAY, 33 FEET WEST OF A LIGHT POLE, 10
 CO0470'FEET SOUTHWEST OF A 16-INCH PINE TREE, ABOUT LEVEL WITH THE HIGHWAY,
 CO0470'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE
 CO0470'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0884 ***********************************************************************
 CO0884  DESIGNATION -  F 212 RESET 1972
 CO0884  PID         -  CO0884
 CO0884  STATE/COUNTY-  MS/RANKIN
 CO0884  USGS QUAD   -  PELAHATCHIE (1982)
 CO0884
 CO0884                         *CURRENT SURVEY CONTROL
 CO0884  ___________________________________________________________________
 CO0884* NAD 83(1986)-  32 18 27.     (N)    089 49 40.     (W)     SCALED    
 CO0884* NAVD 88     -       118.47   (meters)     388.7    (feet)  RESET     
 CO0884  ___________________________________________________________________
 CO0884  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CO0884  VERT ORDER  -  THIRD
 CO0884
 CO0884.The horizontal coordinates were scaled from a topographic map and have
 CO0884.an estimated accuracy of +/- 6 seconds.
 CO0884
 CO0884.The orthometric height was computed from unverified reset data.
 CO0884
 CO0884.The geoid height was determined by GEOID03.
 CO0884
 CO0884;                    North         East    Units  Estimated Accuracy
 CO0884;SPC MS W     -   311,360.      747,610.      MT  (+/- 180 meters Scaled)
 CO0884
 CO0884                          SUPERSEDED SURVEY CONTROL
 CO0884
 CO0884.No superseded survey control is available for this station.
 CO0884
 CO0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA337780(NAD 83)
 CO0884_MARKER: DB = BENCH MARK DISK
 CO0884_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CO0884+WITH SETTING: INTO GROUND
 CO0884_STAMPING: F 212 RESET 1972
 CO0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0884+STABILITY: SURFACE MOTION
 CO0884
 CO0884  HISTORY     - Date     Condition        Report By
 CO0884  HISTORY     - 1972     MONUMENTED       NGS
 CO0884  HISTORY     - 1978     GOOD             USGS
 CO0884
 CO0884                          STATION DESCRIPTION
 CO0884
 CO0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CO0884'1.75 MI W FROM PELAHATCHIE.
 CO0884'LOCATED ABOUT 1.75 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL
 CO0884'IN PELEHATCHIE, IN SEC. 6, T 5 N, R 5 E, NEAR THE CREST OF A HILL, IN
 CO0884'THE NORTHWEST ANGLE OF A SIDE ROAD LEADING NORTH, 56 FEET NORTH OF THE
 CO0884'CENTER OF U.S. HIGHWAY 80, 60 FEET EAST OF THE DRIVEWAY LEADING
 CO0884'SOUTHWEST TO THE PELAHATCHIE EGG CO., 28 FEET WEST OF THE CENTER OF
 CO0884'THE ROAD LEADING NORTH, 21.5 FEET SW OF THE SW CORNER OF THE CATTLE
 CO0884'GUARD ON THE ROAD LEADING NORTH, 4 FEET SOUTH OF A FENCE, 29.5 FEET
 CO0884'EAST OF A RIGHT-OF-WAY MARKER, 104 FEET NORTH OF A POWER POLE, 0.5
 CO0884'FEET WEST OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK STAMPED F
 CO0884'212 1960 RESET 1972 CRIMPED ON THE TOP OF A 3 1/2 FOOT SECTION OF
 CO0884'COPPERWEL ROD FASTENED TO THE METAL PLATE AND ENCASED IN A 4-INCH
 CO0884'ORANGE BURG PIPE PROJECTING 2 INCHES.
 CO0884
 CO0884                          STATION RECOVERY (1978)
 CO0884
 CO0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CO0884'ABOUT 1.75 MI W ALONG U. S. HWY. 80 FROM THE CITY HALL AT
 CO0884'PELAHATCHIE, IN SECTION 6, T5N, R5E, ON THE CREST OF A HILL, 49 1/2
 CO0884'FEET NORTH OF THE CENTER LINE OF THE HWY. AND 26 FEET WEST OF FIELD
 CO0884'ROAD NORTH, ABOUT 1 FOOT EAST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0751 ***********************************************************************
 CO0751  DESIGNATION -  F 213
 CO0751  PID         -  CO0751
 CO0751  STATE/COUNTY-  MS/SCOTT
 CO0751  USGS QUAD   -  FOREST (1982)
 CO0751
 CO0751                         *CURRENT SURVEY CONTROL
 CO0751  ___________________________________________________________________
 CO0751* NAD 83(1986)-  32 21 45.     (N)    089 27 26.     (W)     SCALED    
 CO0751* NAVD 88     -       143.687  (meters)     471.41   (feet)  ADJUSTED  
 CO0751  ___________________________________________________________________
 CO0751  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CO0751  DYNAMIC HT  -         143.518 (meters)     470.86  (feet)  COMP
 CO0751  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CO0751
 CO0751  VERT ORDER  -  FIRST     CLASS I
 CO0751
 CO0751.The horizontal coordinates were scaled from a topographic map and have
 CO0751.an estimated accuracy of +/- 6 seconds.
 CO0751
 CO0751.The orthometric height was determined by differential leveling
 CO0751.and adjusted in June 1991.
 CO0751
 CO0751.The geoid height was determined by GEOID03.
 CO0751
 CO0751.The dynamic height is computed by dividing the NAVD 88
 CO0751.geopotential number by the normal gravity value computed on the
 CO0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0751.degrees latitude (g = 980.6199 gals.).
 CO0751
 CO0751.The modeled gravity was interpolated from observed gravity values.
 CO0751
 CO0751;                    North         East    Units  Estimated Accuracy
 CO0751;SPC MS E     -   317,520.      241,280.      MT  (+/- 180 meters Scaled)
 CO0751
 CO0751                          SUPERSEDED SURVEY CONTROL
 CO0751
 CO0751  NGVD 29 (??/??/??)  143.681  (m)          471.39   (f) ADJUSTED    1 1
 CO0751
 CO0751.Superseded values are not recommended for survey control.
 CO0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0751.See file dsdata.txt to determine how the superseded data were derived.
 CO0751
 CO0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA687832(NAD 83)
 CO0751_MARKER: DB = BENCH MARK DISK
 CO0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0751_STAMPING: F 213 1961
 CO0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0751+STABILITY: SURFACE MOTION
 CO0751
 CO0751  HISTORY     - Date     Condition        Report By
 CO0751  HISTORY     - 1961     MONUMENTED       CGS
 CO0751  HISTORY     - 1968     GOOD             NGS
 CO0751
 CO0751                          STATION DESCRIPTION
 CO0751
 CO0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0751'1.05 MI E FROM FOREST.
 CO0751'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0751'COURTHOUSE AT FOREST, THENCE 0.95 MILE EAST ALONG U.S. HIGHWAY 80, 207
 CO0751'FEET EAST OF THE NORTHEAST CORNER OF A BUILDING OCCUPIED BY TOM
 CO0751'HYDRICK MOTORS, 39 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3
 CO0751'1/2 FEET NORTH OF A CHAIN LINK FENCE, 5 1/2 FEET EAST OF A POWER POLE,
 CO0751'118 1/2 FEET WEST OF A FIRE HYDRANT, ABOUT LEVEL WITH THE HIGHWAY, AND
 CO0751'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 CO0751'SURFACE OF THE GROUND.  SEC 15, T 6N, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0773 ***********************************************************************
 CO0773  DESIGNATION -  F 214
 CO0773  PID         -  CO0773
 CO0773  STATE/COUNTY-  MS/NEWTON
 CO0773  USGS QUAD   -  LAKE (1982)
 CO0773
 CO0773                         *CURRENT SURVEY CONTROL
 CO0773  ___________________________________________________________________
 CO0773* NAD 83(1986)-  32 19 51.     (N)    089 15 43.     (W)     SCALED    
 CO0773* NAVD 88     -       133.523  (meters)     438.07   (feet)  ADJUSTED  
 CO0773  ___________________________________________________________________
 CO0773  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CO0773  DYNAMIC HT  -         133.368 (meters)     437.56  (feet)  COMP
 CO0773  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CO0773  OBS GRAVITY -     979,468.0   (mgal)                       GRAV_OBS
 CO0773
 CO0773  VERT ORDER  -  FIRST     CLASS I
 CO0773
 CO0773.The horizontal coordinates were scaled from a topographic map and have
 CO0773.an estimated accuracy of +/- 6 seconds.
 CO0773
 CO0773.The orthometric height was determined by differential leveling
 CO0773.and adjusted in June 1991.
 CO0773
 CO0773.The geoid height was determined by GEOID03.
 CO0773
 CO0773.The dynamic height is computed by dividing the NAVD 88
 CO0773.geopotential number by the normal gravity value computed on the
 CO0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0773.degrees latitude (g = 980.6199 gals.).
 CO0773
 CO0773.The modeled gravity was interpolated from observed gravity values.
 CO0773.The observed gravity was obtained from relative gravimeter ties
 CO0773.to the IGSN71 gravity network.
 CO0773
 CO0773;                    North         East    Units  Estimated Accuracy
 CO0773;SPC MS E     -   313,910.      259,650.      MT  (+/- 180 meters Scaled)
 CO0773
 CO0773                          SUPERSEDED SURVEY CONTROL
 CO0773
 CO0773  NGVD 29 (??/??/??)  133.517  (m)          438.05   (f) ADJUSTED    1 1
 CO0773
 CO0773.Superseded values are not recommended for survey control.
 CO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0773.See file dsdata.txt to determine how the superseded data were derived.
 CO0773
 CO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA870793(NAD 83)
 CO0773_MARKER: DB = BENCH MARK DISK
 CO0773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CO0773_SP_SET: CULVERT HEADWALL
 CO0773_STAMPING: F 214 1961
 CO0773_MARK LOGO: CGS   
 CO0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0773+STABILITY: SURFACE MOTION
 CO0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0773+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0773
 CO0773  HISTORY     - Date     Condition        Report By
 CO0773  HISTORY     - 1961     MONUMENTED       CGS
 CO0773  HISTORY     - 1968     GOOD             NGS
 CO0773  HISTORY     - 19890620 GOOD             MSHD
 CO0773  HISTORY     - 19991215 GOOD             NGS
 CO0773  HISTORY     - 19991220 GOOD             NGS
 CO0773
 CO0773                          STATION DESCRIPTION
 CO0773
 CO0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0773'4.2 MI E FROM LAKE.
 CO0773'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0773'LAKE, THENCE 4.05 MILES EAST ALONG U.S. HIGHWAY 80, 28 FEET NORTH OF
 CO0773'THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 CO0773'NORTH CONCRETE HEADWALL OF A 22-FOOT CONCRETE BOX CULVERT UNDER THE
 CO0773'HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 27,
 CO0773'T 6N, R 10E.
 CO0773
 CO0773                          STATION RECOVERY (1989)
 CO0773
 CO0773'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0773'MARK IS LOCATED 2.9 KM (1.80 MI) WEST OF LAWRENCE, 6.12 KM (3.80 MI)
 CO0773'EAST OF LAKE IN SECTION 27, T6N, R10E.  TO REACH FROM THE JUNCTION OF
 CO0773'U.S. HIGHWAY 80 AND STATE HIGHWAY 505 IN LAWRENCE, GO WEST ON U.S.
 CO0773'HIGHWAY 80 FOR 2.58 KM (1.60 MI) TO THE MARK ON THE RIGHT.  MARK IS A
 CO0773'STANDARD DISK SET IN A DRILL HOLE NEAR THE WEST END OF THE NORTH
 CO0773'HEADWALL OF A LARGE CONCRETE BOX CULVERT AND IS ABOUT 0.3 M (1.0 FT)
 CO0773'BELOW THE LEVEL OF THE HIGHWAY.,  IT IS 8.53 M (28.0 FT) NORTH OF THE
 CO0773'CENTER OF HIGHWAY 80, 8.09 M (26.5 FT) WEST NORTHWEST OF A HIGHWAY
 CO0773'SIGH WITH A WITNESS POST ON IT AND 0.46 M (1.5 FT) EAST OF THE WEST
 CO0773'END OF THE HEADWALL.
 CO0773
 CO0773                          STATION RECOVERY (1999)
 CO0773
 CO0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0773'RECOVERED IN GOOD CONDITION.
 CO0773
 CO0773                          STATION RECOVERY (1999)
 CO0773
 CO0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0773'RECOVERED AS DESCRIBED.  SITE IS SUITABLE FOR GPS OBSERVATIONS,
 CO0773'REQUIRES A CENTERPOLE TYPE STAND TO OCCUPY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0850 ***********************************************************************
 BH0850  DESIGNATION -  F 215
 BH0850  PID         -  BH0850
 BH0850  STATE/COUNTY-  MS/HARRISON
 BH0850  USGS QUAD   -  GULFPORT NORTH (1994)
 BH0850
 BH0850                         *CURRENT SURVEY CONTROL
 BH0850  ___________________________________________________________________
 BH0850* NAD 83(1986)-  30 23 11.     (N)    089 01 37.     (W)     SCALED    
 BH0850* NAVD 88     -         7.314  (meters)      24.00   (feet)  ADJUSTED  
 BH0850  ___________________________________________________________________
 BH0850  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH0850  DYNAMIC HT  -           7.304 (meters)      23.96  (feet)  COMP
 BH0850  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0850
 BH0850  VERT ORDER  -  FIRST     CLASS I
 BH0850
 BH0850.The horizontal coordinates were scaled from a topographic map and have
 BH0850.an estimated accuracy of +/- 6 seconds.
 BH0850
 BH0850.The orthometric height was determined by differential leveling
 BH0850.and adjusted in June 1991.
 BH0850
 BH0850.The geoid height was determined by GEOID03.
 BH0850
 BH0850.The dynamic height is computed by dividing the NAVD 88
 BH0850.geopotential number by the normal gravity value computed on the
 BH0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0850.degrees latitude (g = 980.6199 gals.).
 BH0850
 BH0850.The modeled gravity was interpolated from observed gravity values.
 BH0850
 BH0850;                    North         East    Units  Estimated Accuracy
 BH0850;SPC MS E     -    98,270.      281,390.      MT  (+/- 180 meters Scaled)
 BH0850
 BH0850                          SUPERSEDED SURVEY CONTROL
 BH0850
 BH0850  NGVD 29 (??/??/??)    7.275  (m)           23.87   (f) ADJUSTED    1 1
 BH0850
 BH0850.Superseded values are not recommended for survey control.
 BH0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0850.See file dsdata.txt to determine how the superseded data were derived.
 BH0850
 BH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU052633(NAD 83)
 BH0850_MARKER: DB = BENCH MARK DISK
 BH0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0850_SP_SET: BUILDING
 BH0850_STAMPING: F 215 1963
 BH0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0850+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BH0850
 BH0850  HISTORY     - Date     Condition        Report By
 BH0850  HISTORY     - 1963     MONUMENTED       CGS
 BH0850  HISTORY     - 1971     GOOD             NGS
 BH0850  HISTORY     - 1976     GOOD             NGS
 BH0850  HISTORY     - 19880815 GOOD             USPSQD
 BH0850  HISTORY     - 20050802 GOOD             NGS
 BH0850
 BH0850                          STATION DESCRIPTION
 BH0850
 BH0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BH0850'IN MISSISSIPPI CITY.
 BH0850'AT MISSISSIPPI CITY, AT THE POST OFFICE, SET VERTICALLY IN THE SOUTH
 BH0850'FACE OF CONCRETE FOUNDATION AND AT THE SOUTHWEST CORNER OF BUILDING,
 BH0850'154 FEET WEST OF THE CENTER LINE OF COWAN ROAD, 70.5 FEET NORTH OF THE
 BH0850'NORTH RAIL OF THE MAIN TRACK OF LOUISVILLE AND NASHVILLE RAILROAD, AND
 BH0850'0.6 FOOT ABOVE THE LEVEL OF THE GROUND.  THIS MARK CAN ALSO BE REACHED
 BH0850'BY GOING ABOUT 4.25 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE
 BH0850'RAILROAD FROM THE UNION STATION AT GULFPORT.  NOTE-- THE POST OFFICE
 BH0850'BUILDING IS REPORTED AS BEING ON PILING DRIVEN TO REFUSAL.
 BH0850
 BH0850                          STATION RECOVERY (1971)
 BH0850
 BH0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0850'RECOVERED IN GOOD CONDITION.
 BH0850
 BH0850                          STATION RECOVERY (1976)
 BH0850
 BH0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0850'RECOVERED IN GOOD CONDITION.
 BH0850
 BH0850                          STATION RECOVERY (1988)
 BH0850
 BH0850'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0850'RECOVERED IN GOOD CONDITION.
 BH0850
 BH0850                          STATION RECOVERY (2005)
 BH0850
 BH0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0850'BUILDING IS NOW A RETAIL STORE.  MARK IS AT THE CORNER WHERE A NEW
 BH0850'EXTENSION WAS ADDED TO THE BUILDING TOWARD THE WEST.  BUILDING
 BH0850'OCCUPIES A LOT IMMEDIATELY WEST OF A GIANT MUNICIPAL WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0204 ***********************************************************************
 BW0204  DESIGNATION -  F 22
 BW0204  PID         -  BW0204
 BW0204  STATE/COUNTY-  MS/LINCOLN
 BW0204  USGS QUAD   -  BROOKHAVEN (1972)
 BW0204
 BW0204                         *CURRENT SURVEY CONTROL
 BW0204  ___________________________________________________________________
 BW0204* NAD 83(1986)-  31 35 17.     (N)    090 26 23.     (W)     SCALED    
 BW0204* NAVD 88     -       150.117  (meters)     492.51   (feet)  ADJUSTED  
 BW0204  ___________________________________________________________________
 BW0204  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW0204  DYNAMIC HT  -         149.934 (meters)     491.91  (feet)  COMP
 BW0204  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 BW0204
 BW0204  VERT ORDER  -  FIRST     CLASS I
 BW0204
 BW0204.The horizontal coordinates were scaled from a topographic map and have
 BW0204.an estimated accuracy of +/- 6 seconds.
 BW0204
 BW0204.The orthometric height was determined by differential leveling
 BW0204.and adjusted in June 1991.
 BW0204
 BW0204.The geoid height was determined by GEOID03.
 BW0204
 BW0204.The dynamic height is computed by dividing the NAVD 88
 BW0204.geopotential number by the normal gravity value computed on the
 BW0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0204.degrees latitude (g = 980.6199 gals.).
 BW0204
 BW0204.The modeled gravity was interpolated from observed gravity values.
 BW0204
 BW0204;                    North         East    Units  Estimated Accuracy
 BW0204;SPC MS W     -   231,480.      689,900.      MT  (+/- 180 meters Scaled)
 BW0204
 BW0204                          SUPERSEDED SURVEY CONTROL
 BW0204
 BW0204  NGVD 29 (??/??/??)  150.113  (m)          492.50   (f) ADJUSTED    1 1
 BW0204
 BW0204.Superseded values are not recommended for survey control.
 BW0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0204.See file dsdata.txt to determine how the superseded data were derived.
 BW0204
 BW0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ429976(NAD 83)
 BW0204_MARKER: DB = BENCH MARK DISK
 BW0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0204_SP_SET: SIGNAL BLOCK
 BW0204_STAMPING: F 22 1934 492.558
 BW0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0204
 BW0204  HISTORY     - Date     Condition        Report By
 BW0204  HISTORY     - 1934     MONUMENTED       CGS
 BW0204  HISTORY     - 1969     GOOD             NGS
 BW0204  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0204
 BW0204                          STATION DESCRIPTION
 BW0204
 BW0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0204'0.65 MI N FROM BROOKHAVEN.
 BW0204'ABOUT 0.65 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0204'STATION AT BROOKHAVEN, NEAR THE CROSSING OF THE MISSISSIPPI CENTRAL
 BW0204'RAILROAD, 310 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL WEST
 BW0204'MAIN TRACK, 6.8 FEET SOUTH OF THE SOUTH RAIL OF THE MISSISSIPPI
 BW0204'CENTRAL RAILROAD, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 BW0204'ONE OF TWO ABANDONED SIGNAL BLOCK WHICH PROJECTS 1/2 FOOT ABOVE THE
 BW0204'GROUND AND ABOUT LEVEL WITH THE TRACK.
 BW0204
 BW0204                          STATION RECOVERY (1992)
 BW0204
 BW0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0204'THE SIGNAL AND BASE HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0798 ***********************************************************************
 CO0798  DESIGNATION -  F 223
 CO0798  PID         -  CO0798
 CO0798  STATE/COUNTY-  MS/NEWTON
 CO0798  USGS QUAD   -  NEWTON (1982)
 CO0798
 CO0798                         *CURRENT SURVEY CONTROL
 CO0798  ___________________________________________________________________
 CO0798* NAD 83(1986)-  32 18 49.     (N)    089 08 11.     (W)     SCALED    
 CO0798* NAVD 88     -       110.469  (meters)     362.43   (feet)  ADJUSTED  
 CO0798  ___________________________________________________________________
 CO0798  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CO0798  DYNAMIC HT  -         110.340 (meters)     362.01  (feet)  COMP
 CO0798  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CO0798
 CO0798  VERT ORDER  -  FIRST     CLASS I
 CO0798
 CO0798.This mark is at James H Eason Field Airport (M23)
 CO0798
 CO0798.The horizontal coordinates were scaled from a topographic map and have
 CO0798.an estimated accuracy of +/- 6 seconds.
 CO0798
 CO0798.The orthometric height was determined by differential leveling
 CO0798.and adjusted in June 1991.
 CO0798
 CO0798.The geoid height was determined by GEOID03.
 CO0798
 CO0798.The dynamic height is computed by dividing the NAVD 88
 CO0798.geopotential number by the normal gravity value computed on the
 CO0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0798.degrees latitude (g = 980.6199 gals.).
 CO0798
 CO0798.The modeled gravity was interpolated from observed gravity values.
 CO0798
 CO0798;                    North         East    Units  Estimated Accuracy
 CO0798;SPC MS E     -   311,960.      271,460.      MT  (+/- 180 meters Scaled)
 CO0798
 CO0798                          SUPERSEDED SURVEY CONTROL
 CO0798
 CO0798  NGVD 29 (??/??/??)  110.462  (m)          362.41   (f) ADJUSTED    1 1
 CO0798
 CO0798.Superseded values are not recommended for survey control.
 CO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0798.See file dsdata.txt to determine how the superseded data were derived.
 CO0798
 CO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA988772(NAD 83)
 CO0798_MARKER: DB = BENCH MARK DISK
 CO0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0798_SP_SET: CONCRETE POST
 CO0798_STAMPING: F 223 1968
 CO0798_MARK LOGO: CGS   
 CO0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0798+STABILITY: SURFACE MOTION
 CO0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0798+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1989
 CO0798
 CO0798  HISTORY     - Date     Condition        Report By
 CO0798  HISTORY     - 1968     MONUMENTED       CGS
 CO0798  HISTORY     - 19890809 GOOD             MSHD
 CO0798
 CO0798                          STATION DESCRIPTION
 CO0798
 CO0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0798'4.25 MI SE FROM NEWTON.
 CO0798'ABOUT 0.25 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CO0798'STATION AT NEWTON, THENCE 0.8 MILE NORTH ALONG THE GULF, MOBILE AND
 CO0798'OHIO RAILROAD, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 80, THENCE
 CO0798'0.15 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE EAST ALONG A
 CO0798'GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD,
 CO0798'THENCE 0.45 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE SOUTH ALONG
 CO0798'THE ENTRANCE ROAD TO OKEEFE AIRPORT, IN SECTION 35, T 6 N, R 11 E, 2
 CO0798'1/2 FEET NORTH OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING, 74
 CO0798'FEET WEST OF THE WEST CORNER OF A METAL HANGAR, 132 FEET SOUTH OF A
 CO0798'FENCE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 CO0798'SURFACE OF THE GROUND.
 CO0798
 CO0798                          STATION RECOVERY (1989)
 CO0798
 CO0798'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0798'MARK IS LOCATED 2.74 KM (1.70 MI) EAST SOUTHEAST OF NEWTON NEAR THE
 CO0798'EAST CORNER OF A CONCRETE BLOCK BUILDING USED AS A PILOTS LOUNGE AT
 CO0798'THE OKEEFE AIRPORT IN SECTION 35, T6N, R11E.  TO REACH FROM THE
 CO0798'INTERSECTION OF THE STATE HIGHWAY 15 BYPASS AND U.S. HIGHWAY 80 AT THE
 CO0798'NORTHEAST EDGE OF NEWTON, GO SOUTH ON STATE HIGHWAY 15 FOR 2.09 KM
 CO0798'(1.30 MI) TO A CROSSROAD, TURN LEFT AND GO EAST ON A PAVED ROAD FOR
 CO0798'1.13 KM (0.70 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A
 CO0798'PAVED ROAD FOR 0.24 KM (0.15 MI) TO THE MARK ON THE LEFT.  MARK IS A
 CO0798'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CO0798'GROUND.  IT IS 59.74 M (196.0 FT) NORTHEAST OF THE CENTER OF THE
 CO0798'ENTRANCE ORAD TO THE AIRPORT, 40.23 M (132.0 FT) SOUTHEAST OF A FENCE,
 CO0798'27.56 M (90.4 FT) WEST OF THE WEST CORNER OF A HANGAR AND 0.82 M
 CO0798'(2.7 FT) NORTH NORTHEAST OF THE EAST CORNER OF A CONCRETE BLOCK
 CO0798'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0885 ***********************************************************************
 CO0885  DESIGNATION -  F 224
 CO0885  PID         -  CO0885
 CO0885  STATE/COUNTY-  MS/RANKIN
 CO0885  USGS QUAD   -  PELAHATCHIE (1982)
 CO0885
 CO0885                         *CURRENT SURVEY CONTROL
 CO0885  ___________________________________________________________________
 CO0885* NAD 83(1986)-  32 18 33.     (N)    089 50 40.     (W)     SCALED    
 CO0885* NAVD 88     -       109.216  (meters)     358.32   (feet)  ADJUSTED  
 CO0885  ___________________________________________________________________
 CO0885  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CO0885  DYNAMIC HT  -         109.089 (meters)     357.90  (feet)  COMP
 CO0885  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CO0885
 CO0885  VERT ORDER  -  FIRST     CLASS I
 CO0885
 CO0885.The horizontal coordinates were scaled from a topographic map and have
 CO0885.an estimated accuracy of +/- 6 seconds.
 CO0885
 CO0885.The orthometric height was determined by differential leveling
 CO0885.and adjusted in June 1991.
 CO0885
 CO0885.The geoid height was determined by GEOID03.
 CO0885
 CO0885.The dynamic height is computed by dividing the NAVD 88
 CO0885.geopotential number by the normal gravity value computed on the
 CO0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0885.degrees latitude (g = 980.6199 gals.).
 CO0885
 CO0885.The modeled gravity was interpolated from observed gravity values.
 CO0885
 CO0885;                    North         East    Units  Estimated Accuracy
 CO0885;SPC MS W     -   311,540.      746,040.      MT  (+/- 180 meters Scaled)
 CO0885
 CO0885                          SUPERSEDED SURVEY CONTROL
 CO0885
 CO0885  NGVD 29 (??/??/??)  109.216  (m)          358.32   (f) ADJUSTED    1 1
 CO0885
 CO0885.Superseded values are not recommended for survey control.
 CO0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0885.See file dsdata.txt to determine how the superseded data were derived.
 CO0885
 CO0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA321782(NAD 83)
 CO0885_MARKER: DB = BENCH MARK DISK
 CO0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0885_STAMPING: F 224 1968
 CO0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0885+STABILITY: SURFACE MOTION
 CO0885
 CO0885  HISTORY     - Date     Condition        Report By
 CO0885  HISTORY     - 1968     MONUMENTED       CGS
 CO0885  HISTORY     - 1977     POOR             MSHD
 CO0885
 CO0885                          STATION DESCRIPTION
 CO0885
 CO0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0885'3.0 MI W FROM PELAHATCHIE.
 CO0885'ABOUT 3.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0885'PELAHATCHIE, IN SECTION NUMBER 1, T 5 N, R 4 E, 0.25 MILE WEST OF A
 CO0885'CONCRETE HIGHWAY BRIDGE, 83 FEET SOUTH OF THE CENTERLINE OF THE
 CO0885'HIGHWAY, 56 FEET SOUTHWEST OF THE CENTER OF A GATE, 54 FEET SOUTHEAST
 CO0885'OF A POWER POLE, 33 FEET SOUTH OF A FENCE, 62 FEET SOUTHWEST OF
 CO0885'UNDERGROUND TELEPHONE CABLE MARKER NUMBER L P 9 L P 3, 18 1/2 FEET
 CO0885'NORTH OF A 36-INCH OAK TREE, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 CO0885'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL
 CO0885'WITH THE SURFACE OF THE GROUND.  NOTE-- THIS MARK IS SET IN THE POST
 CO0885'IN WHICH BENCH MARK E 212 WAS FORMERLY SET.
 CO0885
 CO0885                          STATION RECOVERY (1977)
 CO0885
 CO0885'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0885'THE MARK WAS FOUND UNDER A 4 FOOT PILE TO DIRT WITH HALF OF THE DISK
 CO0885'MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0886 ***********************************************************************
 CO0886  DESIGNATION -  F 224 RESET 1977
 CO0886  PID         -  CO0886
 CO0886  STATE/COUNTY-  MS/RANKIN
 CO0886  USGS QUAD   -  PELAHATCHIE (1982)
 CO0886
 CO0886                         *CURRENT SURVEY CONTROL
 CO0886  ___________________________________________________________________
 CO0886* NAD 83(1986)-  32 18 32.     (N)    089 50 44.     (W)     SCALED    
 CO0886* NAVD 88     -       108.77   (+/-2cm)     356.9    (feet)  VERTCON   
 CO0886  ___________________________________________________________________
 CO0886  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CO0886  VERT ORDER  -  THIRD (See Below)
 CO0886
 CO0886.The horizontal coordinates were scaled from a topographic map and have
 CO0886.an estimated accuracy of +/- 6 seconds.
 CO0886
 CO0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0886.The vertical order pertains to the NGVD 29 superseded value.
 CO0886
 CO0886.The geoid height was determined by GEOID03.
 CO0886
 CO0886;                    North         East    Units  Estimated Accuracy
 CO0886;SPC MS W     -   311,510.      745,930.      MT  (+/- 180 meters Scaled)
 CO0886
 CO0886                          SUPERSEDED SURVEY CONTROL
 CO0886
 CO0886  NGVD 29 (08/12/04)  108.77   (m)          356.9    (f) RESET       3  
 CO0886
 CO0886.Superseded values are not recommended for survey control.
 CO0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0886.See file dsdata.txt to determine how the superseded data were derived.
 CO0886
 CO0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA320782(NAD 83)
 CO0886_MARKER: DB = BENCH MARK DISK
 CO0886_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CO0886+WITH SETTING: INTO GROUND
 CO0886_SP_SET: 4 FOOT PRE FAB
 CO0886_STAMPING: F 224 RESET 1977
 CO0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0886+STABILITY: SURFACE MOTION
 CO0886
 CO0886  HISTORY     - Date     Condition        Report By
 CO0886  HISTORY     - 1977     MONUMENTED       NGS
 CO0886
 CO0886                          STATION DESCRIPTION
 CO0886
 CO0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CO0886'2.5 MI W FROM PELAHATCHIE.
 CO0886'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CO0886'HIGHWAY 43, AT PELAHATCHIE, 80.0 FEET WEST OF THE CENTER OF A FIELD
 CO0886'ROAD, 60.0 FEET NORTHWEST OF A LONE 40 INCH OAK TREE, 50.5 FEET OF THE
 CO0886'CENTER OF HIGHWAY, 4.2 FEET SOUTH OF A POWER POLE AND 2.0 FEET SOUTH
 CO0886'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0766 ***********************************************************************
 CP0766  DESIGNATION -  F 225
 CP0766  PID         -  CP0766
 CP0766  STATE/COUNTY-  MS/HINDS
 CP0766  USGS QUAD   -  EDWARDS (1972)
 CP0766
 CP0766                         *CURRENT SURVEY CONTROL
 CP0766  ___________________________________________________________________
 CP0766* NAD 83(1986)-  32 20 31.     (N)    090 36 14.     (W)     SCALED    
 CP0766* NAVD 88     -        71.305  (meters)     233.94   (feet)  ADJUSTED  
 CP0766  ___________________________________________________________________
 CP0766  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0766  DYNAMIC HT  -          71.224 (meters)     233.67  (feet)  COMP
 CP0766  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CP0766
 CP0766  VERT ORDER  -  FIRST     CLASS I
 CP0766
 CP0766.The horizontal coordinates were scaled from a topographic map and have
 CP0766.an estimated accuracy of +/- 6 seconds.
 CP0766
 CP0766.The orthometric height was determined by differential leveling
 CP0766.and adjusted in July 1994.
 CP0766
 CP0766.The geoid height was determined by GEOID03.
 CP0766
 CP0766.The dynamic height is computed by dividing the NAVD 88
 CP0766.geopotential number by the normal gravity value computed on the
 CP0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0766.degrees latitude (g = 980.6199 gals.).
 CP0766
 CP0766.The modeled gravity was interpolated from observed gravity values.
 CP0766
 CP0766;                    North         East    Units  Estimated Accuracy
 CP0766;SPC MS W     -   315,100.      674,530.      MT  (+/- 180 meters Scaled)
 CP0766
 CP0766                          SUPERSEDED SURVEY CONTROL
 CP0766
 CP0766  NAVD 88 (06/15/91)   71.312  (m)          233.96   (f) UNKNOWN     1 1
 CP0766  NGVD 29 (??/??/??)   71.337  (m)          234.04   (f) ADJUSTED    1 1
 CP0766
 CP0766.Superseded values are not recommended for survey control.
 CP0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0766.See file dsdata.txt to determine how the superseded data were derived.
 CP0766
 CP0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR255808(NAD 83)
 CP0766_MARKER: DB = BENCH MARK DISK
 CP0766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0766_SP_SET: COPPER-CLAD STEEL ROD
 CP0766_STAMPING: F 225 1968
 CP0766_MARK LOGO: CGS   
 CP0766_PROJECTION: PROJECTING 2 CENTIMETERS
 CP0766_MAGNETIC: I = MARKER IS A STEEL ROD
 CP0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0766+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0766_ROD/PIPE-DEPTH: 13.9 meters
 CP0766
 CP0766  HISTORY     - Date     Condition        Report By
 CP0766  HISTORY     - 1968     MONUMENTED       CGS
 CP0766  HISTORY     - 1977     GOOD             MSHD
 CP0766  HISTORY     - 19920204 GOOD             NGS
 CP0766
 CP0766                          STATION DESCRIPTION
 CP0766
 CP0766'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0766'0.7 MI N FROM EDWARDS.
 CP0766'THE MARK IS LOCATED 0.7 MILE NORTH OF THE CENTER OF EDWARDS NEAR THE
 CP0766'SOUTH RIGHT OF WAY OF I-20 IN THE NORTHWEST CORNER OF SECTION 27, T
 CP0766'6N, R 4W.  IT IS 91 FEET SOUTH-SOUTHWEST OF THE EAST BOUND LANE OF
 CP0766'I-20, 31.5 FEET SOUTH OF A 15 INCH TWIN OAK, 18 FEET SOUTHEAST OF A 30
 CP0766'INCH OAK, 3.5 FEET SOUTH-SOUTHWEST OF A RIGHT OF WAY FENCE, 2 FEET
 CP0766'NORTH-NORTHEAST OF ANOTHER FENCE, 1 FOOT SOUTH-SOUTHWEST OF A METAL
 CP0766'WITNESS POST ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND ON
 CP0766'THE TOP OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CP0766'45 1/2 FEET AND IS ENCASED IN A 6 INCH CAST IRON PIPE WHICH PROJECTS 6
 CP0766'INCHES.  NOTE-- TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 CP0766'U.S. HIGHWAY 80 AT THE NORTHEAST EDGE OF EDWARDS GO NORTH ON STATE
 CP0766'HIGHWAY 22 FOR 0.2 MILE TO THE ENTRANCE RAMP TO I-20 WEST BOUND LANE.
 CP0766'TURN LEFT ONTO I-20 AND GO WEST FOR 0.55 MILE TO THE MARK ON THE LEFT.
 CP0766
 CP0766                          STATION RECOVERY (1992)
 CP0766
 CP0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0766'21.4 KM (13.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0766'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 27.8 M (91.2 FT)
 CP0766'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.5
 CP0766'M (18.0 FT) SOUTHEAST OF A 36-INCH OAK TREE, 1.2 M (3.9 FT) SOUTH OF
 CP0766'A FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M
 CP0766'(2.0 FT) NORTH OF A FENCE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 CP0766'POST. NOTE--THE DISK IS ENCASED IN A 6-INCH METAL PIPE AND IS FLUSH
 CP0766'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0206 ***********************************************************************
 EH0206  DESIGNATION -  F 226
 EH0206  PID         -  EH0206
 EH0206  STATE/COUNTY-  MS/DE SOTO
 EH0206  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0206
 EH0206                         *CURRENT SURVEY CONTROL
 EH0206  ___________________________________________________________________
 EH0206* NAD 83(1986)-  34 51 56.     (N)    090 18 14.     (W)     SCALED    
 EH0206* NAVD 88     -        62.728  (meters)     205.80   (feet)  ADJUSTED  
 EH0206  ___________________________________________________________________
 EH0206  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EH0206  DYNAMIC HT  -          62.670 (meters)     205.61  (feet)  COMP
 EH0206  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EH0206
 EH0206  VERT ORDER  -  FIRST     CLASS II
 EH0206
 EH0206.The horizontal coordinates were scaled from a topographic map and have
 EH0206.an estimated accuracy of +/- 6 seconds.
 EH0206
 EH0206.The orthometric height was determined by differential leveling
 EH0206.and adjusted in June 1991.
 EH0206
 EH0206.The geoid height was determined by GEOID03.
 EH0206
 EH0206.The dynamic height is computed by dividing the NAVD 88
 EH0206.geopotential number by the normal gravity value computed on the
 EH0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0206.degrees latitude (g = 980.6199 gals.).
 EH0206
 EH0206.The modeled gravity was interpolated from observed gravity values.
 EH0206
 EH0206;                    North         East    Units  Estimated Accuracy
 EH0206;SPC MS W     -   594,960.      702,690.      MT  (+/- 180 meters Scaled)
 EH0206
 EH0206                          SUPERSEDED SURVEY CONTROL
 EH0206
 EH0206  NGVD 29 (??/??/??)   62.747  (m)          205.86   (f) ADJUSTED    1 2
 EH0206
 EH0206.Superseded values are not recommended for survey control.
 EH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0206.See file dsdata.txt to determine how the superseded data were derived.
 EH0206
 EH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU464614(NAD 83)
 EH0206_MARKER: DB = BENCH MARK DISK
 EH0206_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0206_SP_SET: 104 FEET
 EH0206_STAMPING: F 226 1976
 EH0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0206
 EH0206  HISTORY     - Date     Condition        Report By
 EH0206  HISTORY     - 1976     MONUMENTED       NGS
 EH0206
 EH0206                          STATION DESCRIPTION
 EH0206
 EH0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0206'1.7 MI W FROM PENTON.
 EH0206'0.95 MILES NORTHWEST ALONG A DIRT ROAD, LEADING ACROSS THE LEVEE AND
 EH0206'THROUGH A PLOWED FIELD, FROM A RIALROAD CROSSING AT PENTON, THENCE
 EH0206'0.75 MILE SOUTHWEST ALONG THE DIRT ROAD AT THE EDGE OF THE FIELD, AND
 EH0206'13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.  A DISK ON TOP OF A
 EH0206'COPPER-COATED STEEL ROD TO A DEPTH OF 104 FEET ENCASED IN A PIPE
 EH0206'PROJECTING +0 INCHES.  ABOUT LEVEL WITH GROUND 1 FOOT SOUTHEAST OF A
 EH0206'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0972 ***********************************************************************
 BV0972  DESIGNATION -  F 23
 BV0972  PID         -  BV0972
 BV0972  STATE/COUNTY-  MS/SIMPSON
 BV0972  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0972
 BV0972                         *CURRENT SURVEY CONTROL
 BV0972  ___________________________________________________________________
 BV0972* NAD 83(1986)-  31 51 39.     (N)    089 42 51.     (W)     SCALED    
 BV0972* NAVD 88     -       125.64   (+/-2cm)     412.2    (feet)  VERTCON   
 BV0972  ___________________________________________________________________
 BV0972  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BV0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0972
 BV0972.The horizontal coordinates were scaled from a topographic map and have
 BV0972.an estimated accuracy of +/- 6 seconds.
 BV0972
 BV0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0972.The vertical order pertains to the NGVD 29 superseded value.
 BV0972
 BV0972.The geoid height was determined by GEOID03.
 BV0972
 BV0972;                    North         East    Units  Estimated Accuracy
 BV0972;SPC MS W     -   261,890.      758,590.      MT  (+/- 180 meters Scaled)
 BV0972
 BV0972                          SUPERSEDED SURVEY CONTROL
 BV0972
 BV0972  NGVD 29 (??/??/92)  125.644  (m)          412.22   (f) ADJ UNCH    2 0
 BV0972
 BV0972.Superseded values are not recommended for survey control.
 BV0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0972.See file dsdata.txt to determine how the superseded data were derived.
 BV0972
 BV0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA432282(NAD 83)
 BV0972_MARKER: DB = BENCH MARK DISK
 BV0972_SETTING: 0 = UNSPECIFIED SETTING
 BV0972_STAMPING: 412.217 F 23 1934
 BV0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0972
 BV0972  HISTORY     - Date     Condition        Report By
 BV0972  HISTORY     - 1934     MONUMENTED       CGS
 BV0972  HISTORY     - 1967     GOOD             MSHD
 BV0972
 BV0972                          STATION DESCRIPTION
 BV0972
 BV0972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0972'1.6 MI SE FROM MAGEE.
 BV0972'LOCATED 1.6 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BV0972'THE STATION IN MAGEE IN THE SOUTHWEST ANGLE OF A ROAD CROSSING AND IS
 BV0972'IN THE SOUTHEAST 1/4 OF SECTION 4, T 10N, R 17W.  IT IS 59 FEET
 BV0972'SOUTHWEST OF THE CENTER OF THE ROAD CROSSING, 45 FEET WEST OF THE WEST
 BV0972'RAIL, 30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 15 FEET
 BV0972'SOUTHEAST OF A RAILROAD STOP SIGN, 6 FEET NORTH OF A FENCE CORNER AND
 BV0972'1 FOOT NORTH OF A METAL WITNESS POST.  TO REACH FORM THE U.S. POST
 BV0972'OFFICE IN MAGEE GO SOUTH ON MAIN AVENUE FOR 0.15 MILE TO THE
 BV0972'INTERSECTION OF OLD U.S. HIGHWAY 49.  TURN LEFT (SOUTHEAST) AND
 BV0972'CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.95 MILE TO A CROSSROADS.  TURN
 BV0972'LEFT (EAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.5 MILE TO THE
 BV0972'ILLINOIS CENTRAL RAILROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0323 ***********************************************************************
 BH0323  DESIGNATION -  F 234
 BH0323  PID         -  BH0323
 BH0323  STATE/COUNTY-  MS/JACKSON
 BH0323  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0323
 BH0323                         *CURRENT SURVEY CONTROL
 BH0323  ___________________________________________________________________
 BH0323* NAD 83(1986)-  30 20 43.     (N)    088 32 56.     (W)     SCALED    
 BH0323* NAVD 88     -         3.531  (meters)      11.58   (feet)  ADJUSTED  
 BH0323  ___________________________________________________________________
 BH0323  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH0323  DYNAMIC HT  -           3.526 (meters)      11.57  (feet)  COMP
 BH0323  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 BH0323
 BH0323  VERT ORDER  -  FIRST     CLASS I
 BH0323
 BH0323.The horizontal coordinates were scaled from a topographic map and have
 BH0323.an estimated accuracy of +/- 6 seconds.
 BH0323
 BH0323.The orthometric height was determined by differential leveling
 BH0323.and adjusted in June 1991.
 BH0323
 BH0323.The geoid height was determined by GEOID03.
 BH0323
 BH0323.The dynamic height is computed by dividing the NAVD 88
 BH0323.geopotential number by the normal gravity value computed on the
 BH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0323.degrees latitude (g = 980.6199 gals.).
 BH0323
 BH0323.The modeled gravity was interpolated from observed gravity values.
 BH0323
 BH0323;                    North         East    Units  Estimated Accuracy
 BH0323;SPC MS E     -    93,730.      327,350.      MT  (+/- 180 meters Scaled)
 BH0323
 BH0323                          SUPERSEDED SURVEY CONTROL
 BH0323
 BH0323  NGVD 29 (??/??/??)    3.489  (m)           11.45   (f) ADJUSTED    1 1
 BH0323
 BH0323.Superseded values are not recommended for survey control.
 BH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0323.See file dsdata.txt to determine how the superseded data were derived.
 BH0323
 BH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU511580(NAD 83)
 BH0323_MARKER: DB = BENCH MARK DISK
 BH0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0323_SP_SET: 57.8 FEET
 BH0323_STAMPING: F 234 1968
 BH0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0323+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 BH0323
 BH0323  HISTORY     - Date     Condition        Report By
 BH0323  HISTORY     - 1968     MONUMENTED       CGS
 BH0323  HISTORY     - 20030503 GOOD             USPSQD
 BH0323  HISTORY     - 20080228 GOOD             ROWESE
 BH0323  HISTORY     - 20080312 GOOD             MAPTEC
 BH0323
 BH0323                          STATION DESCRIPTION
 BH0323
 BH0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0323'IN PASCAGOULA.
 BH0323'AT PASCAGOULA, ABOUT 1.1 MILES SOUTH ALONG SOUTH MARKET STREET FROM
 BH0323'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 BH0323'INTERSECTION OF EAST WASHINGTON AVENUE, 239 FEET NORTH OF THE CENTER
 BH0323'LINE OF EAST WASHINGTON AVENUE, 77 FEET SOUTHEAST OF THE NORTHEAST
 BH0323'CORNER OF BEACH SCHOOL BUILDING, 4.5 FEET WEST OF THE WEST CURB LINE
 BH0323'OF SOUTH MARKET STREET, 5 FEET SOUTH OF THE SOUTH GATEPOST FOR MAIN
 BH0323'ENTRANCE WALK TO SCHOOL BUILDING, 0.4 FOOT EAST OF A METAL WITNESS
 BH0323'POST ALONG FENCE LINE, ABOUT LEVEL WITH THE STREET AND IS A DISK ON
 BH0323'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 BH0323'4-INCH METAL PIPE WHICH PROJECTS 0.1 FOOT.  THE ROD WAS DRIVEN TO
 BH0323'REFUSAL AT A DEPTH OF 57.8 FEET.
 BH0323
 BH0323                          STATION RECOVERY (2003)
 BH0323
 BH0323'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0323'RECOVERED IN GOOD CONDITION.
 BH0323
 BH0323                          STATION RECOVERY (2008)
 BH0323
 BH0323'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2008 (RBW)
 BH0323'RECOVERED IN GOOD CONDITION.
 BH0323
 BH0323                          STATION RECOVERY (2008)
 BH0323
 BH0323'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 BH0323'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0241 ***********************************************************************
 BW0241  DESIGNATION -  F 235
 BW0241  PID         -  BW0241
 BW0241  STATE/COUNTY-  MS/PIKE
 BW0241  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0241
 BW0241                         *CURRENT SURVEY CONTROL
 BW0241  ___________________________________________________________________
 BW0241* NAD 83(1986)-  31 14 46.     (N)    090 27 00.     (W)     SCALED    
 BW0241* NAVD 88     -       119.518  (meters)     392.12   (feet)  ADJUSTED  
 BW0241  ___________________________________________________________________
 BW0241  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BW0241  DYNAMIC HT  -         119.369 (meters)     391.63  (feet)  COMP
 BW0241  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 BW0241
 BW0241  VERT ORDER  -  FIRST     CLASS I
 BW0241
 BW0241.The horizontal coordinates were scaled from a topographic map and have
 BW0241.an estimated accuracy of +/- 6 seconds.
 BW0241
 BW0241.The orthometric height was determined by differential leveling
 BW0241.and adjusted in February 1994.
 BW0241
 BW0241.The geoid height was determined by GEOID03.
 BW0241
 BW0241.The dynamic height is computed by dividing the NAVD 88
 BW0241.geopotential number by the normal gravity value computed on the
 BW0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0241.degrees latitude (g = 980.6199 gals.).
 BW0241
 BW0241.The modeled gravity was interpolated from observed gravity values.
 BW0241
 BW0241;                    North         East    Units  Estimated Accuracy
 BW0241;SPC MS W     -   193,570.      688,890.      MT  (+/- 180 meters Scaled)
 BW0241
 BW0241                          SUPERSEDED SURVEY CONTROL
 BW0241
 BW0241  NAVD 88 (06/15/91)  119.562  (m)          392.26   (f) UNKNOWN     1 1
 BW0241  NGVD 29 (??/??/??)  119.553  (m)          392.23   (f) ADJUSTED    1 1
 BW0241
 BW0241.Superseded values are not recommended for survey control.
 BW0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0241.See file dsdata.txt to determine how the superseded data were derived.
 BW0241
 BW0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ428596(NAD 83)
 BW0241_MARKER: DB = BENCH MARK DISK
 BW0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0241_SP_SET: CONCRETE POST
 BW0241_STAMPING: F 235 1969
 BW0241_MARK LOGO: CGS   
 BW0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0241+STABILITY: SURFACE MOTION
 BW0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0241+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0241
 BW0241  HISTORY     - Date     Condition        Report By
 BW0241  HISTORY     - 1969     MONUMENTED       CGS
 BW0241  HISTORY     - 19920714 GOOD             NGS
 BW0241
 BW0241                          STATION DESCRIPTION
 BW0241
 BW0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0241'IN MCCOMB.
 BW0241'AT MCCOMB, ALONG THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE NORTHEAST OF
 BW0241'AND ACROSS TRACKS FROM THE RAILROAD STATION, AT THE SOUTHWEST CORNER
 BW0241'OF A TRIANGULAR SHAPED FENCE AROUND A 290-FOOT HIGH MICROWAVE TOWER OF
 BW0241'THE ICRR, ABOUT 0.2 FOOT BELOW THE TOP OF THE CONCRETE FOUNDATION FOR
 BW0241'THE TOWER, ABOUT 0.7 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BW0241'CONCRETE FOUNDATION, 291 FEET NORTHEAST OF THE NORTH STEEL PIER AT THE
 BW0241'EAST END OF THE STATE STREET OVERPASS OVER THE TRACKS, 254 FEET NORTH
 BW0241'OF THE CENTER LINE OF STATE STREET, 1.7 FEET NORTHWEST OF THE CORNER
 BW0241'OF THE STEEL FENCE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BW0241'GROUND.  NOTE-- THE BASE OF THE TOWER IS IN A FENCED AREA AND TO
 BW0241'ENTER, THE KEY MUST BE REQUESTED FROM OFFICAL OF THE ILLINOIS CENTRAL
 BW0241'RAILROAD AT NEW ORLEANS, LOUISIANA.
 BW0241
 BW0241                          STATION RECOVERY (1992)
 BW0241
 BW0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0241'IN MCCOMB, AT THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD AND
 BW0241'STATE STREET, 77.0 M (252.6 FT) NORTH OF THE CENTERLINE OF THE
 BW0241'STREET, 74.0 M (242.8 FT) NORTHEAST OF THE NEAR RAIL, 4.6 M
 BW0241'(15.1 FT) SOUTH OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 BW0241'ENCLOSING A RADIO TOWER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK,
 BW0241'0.3 M (1.0 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, 0.3 M
 BW0241'(1.0 FT) WEST OF THE FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST,
 BW0241'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1193 ***********************************************************************
 BH1193  DESIGNATION -  F 236
 BH1193  PID         -  BH1193
 BH1193  STATE/COUNTY-  MS/HANCOCK
 BH1193  USGS QUAD   -  LOGTOWN (1993)
 BH1193
 BH1193                         *CURRENT SURVEY CONTROL
 BH1193  ___________________________________________________________________
 BH1193* NAD 83(1986)-  30 18 05.     (N)    089 30 12.     (W)     SCALED    
 BH1193* NAVD 88     -         6.089  (meters)      19.98   (feet)  ADJUSTED  
 BH1193  ___________________________________________________________________
 BH1193  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BH1193  DYNAMIC HT  -           6.081 (meters)      19.95  (feet)  COMP
 BH1193  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BH1193
 BH1193  VERT ORDER  -  FIRST     CLASS I
 BH1193
 BH1193.The horizontal coordinates were scaled from a topographic map and have
 BH1193.an estimated accuracy of +/- 6 seconds.
 BH1193
 BH1193.The orthometric height was determined by differential leveling
 BH1193.and adjusted in February 1994.
 BH1193
 BH1193.The geoid height was determined by GEOID03.
 BH1193
 BH1193.The dynamic height is computed by dividing the NAVD 88
 BH1193.geopotential number by the normal gravity value computed on the
 BH1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1193.degrees latitude (g = 980.6199 gals.).
 BH1193
 BH1193.The modeled gravity was interpolated from observed gravity values.
 BH1193
 BH1193;                    North         East    Units  Estimated Accuracy
 BH1193;SPC MS E     -    89,020.      235,550.      MT  (+/- 180 meters Scaled)
 BH1193
 BH1193                          SUPERSEDED SURVEY CONTROL
 BH1193
 BH1193  NAVD 88 (06/15/91)    6.088  (m)           19.97   (f) UNKNOWN     1 1
 BH1193  NGVD 29 (??/??/??)    6.044  (m)           19.83   (f) ADJUSTED    1 1
 BH1193
 BH1193.Superseded values are not recommended for survey control.
 BH1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1193.See file dsdata.txt to determine how the superseded data were derived.
 BH1193
 BH1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU592548(NAD 83)
 BH1193_MARKER: DB = BENCH MARK DISK
 BH1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1193_SP_SET: CONCRETE POST
 BH1193_STAMPING: F 236 1970
 BH1193_MARK LOGO: CGS   
 BH1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1193+STABILITY: SURFACE MOTION
 BH1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1193+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 BH1193
 BH1193  HISTORY     - Date     Condition        Report By
 BH1193  HISTORY     - 1970     MONUMENTED       NGS
 BH1193  HISTORY     - 1976     GOOD             NGS
 BH1193  HISTORY     - 19930311 GOOD             NGS
 BH1193  HISTORY     - 20050706 GOOD             NGS
 BH1193
 BH1193                          STATION DESCRIPTION
 BH1193
 BH1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH1193'7.9 MI NE FROM PEARLINGTON.
 BH1193'ABOUT 7.9 MILES NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE EAST END OF
 BH1193'THE HIGHWAY BRIDGE OVER THE PEARL RIVER AT PEARLINGTON, AT THE
 BH1193'JUNCTION OF U. S. HIGHWAY 90 AND STATE HIGHWAY 607, AT A SHARP JOG IN
 BH1193'U. S. HIGHWAY 90 TO THE NORTH AND EAST, AT THE SOUTHWEST END OF THE
 BH1193'EXIT ROAD FROM STATE HIGHWAY 607 TO THE WESTBOUND LANES OF U. S.
 BH1193'HIGHWAY 90, 167 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANES
 BH1193'OF STATE HIGHWAY 607, 15 FEET WEST OF THE CENTER LINE OF THE EASTBOUND
 BH1193'LANES OF U. S. HIGHWAY 90, 10 FEET EAST OF THE CENTER LINE OF THE
 BH1193'WESTBOUND LANES OF U. S. HIGHWAY 90, 0.7 FOOT NORTHEAST OF THE
 BH1193'SOUTHWEST END OF THE CURB OF AN ISLAND WHICH IS FORMED BY THE TRAFFIC
 BH1193'LANES OF THE HIGHWAYS, ABOUT LEVEL WITH THE TOP OF THE CURB, AND SET
 BH1193'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.  SECTION 33
 BH1193',T 8S ,R 15W.
 BH1193
 BH1193                          STATION RECOVERY (1976)
 BH1193
 BH1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH1193'RECOVERED IN GOOD CONDITION.
 BH1193
 BH1193                          STATION RECOVERY (1993)
 BH1193
 BH1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1193'12.3 KM (7.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1193'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, 66.1 M (216.9 FT) NORTH
 BH1193'OF BENCH MARK P 226, 50.2 M (164.7 FT) SOUTH OF THE CENTERLINE OF THE
 BH1193'EASTBOUND LANES OF STATE HIGHWAY 607, 4.7 M (15.4 FT) NORTHWEST OF
 BH1193'THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 2.7 M (8.9 FT)
 BH1193'SOUTHEAST OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 0.4 M
 BH1193'(1.3 FT) NORTHEAST OF THE SOUTHWEST END OF A MEDIAN, 0.3 M (1.0 FT)
 BH1193'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 BH1193'GROUND SURFACE.
 BH1193
 BH1193                          STATION RECOVERY (2005)
 BH1193
 BH1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1193'AT THE SW END OF NARROW GRASS MEDIAN BETWEEN E AND W-BOUND LANES OF US
 BH1193'90, AT ITS INTERSECTION W/RTE 607, BETWEEN THE LANE NE-BOUND TRAFFIC
 BH1193'TAKES TO TURN W ON 607 AND THE LANE W-BOUND US 90 TAKES TO THE SW TO
 BH1193'CONTINUE TOWARD PEARLINGTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1011 ***********************************************************************
 CP1011  DESIGNATION -  F 237
 CP1011  PID         -  CP1011
 CP1011  STATE/COUNTY-  MS/ISSAQUENA
 CP1011  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1011
 CP1011                         *CURRENT SURVEY CONTROL
 CP1011  ___________________________________________________________________
 CP1011* NAD 83(1986)-  32 59 32.     (N)    090 57 52.     (W)     SCALED    
 CP1011* NAVD 88     -        33.200  (meters)     108.92   (feet)  ADJUSTED  
 CP1011  ___________________________________________________________________
 CP1011  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP1011  DYNAMIC HT  -          33.164 (meters)     108.81  (feet)  COMP
 CP1011  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 CP1011
 CP1011  VERT ORDER  -  FIRST     CLASS I
 CP1011
 CP1011.The horizontal coordinates were scaled from a topographic map and have
 CP1011.an estimated accuracy of +/- 6 seconds.
 CP1011
 CP1011.The orthometric height was determined by differential leveling
 CP1011.and adjusted in June 1991.
 CP1011
 CP1011.The geoid height was determined by GEOID03.
 CP1011
 CP1011.The dynamic height is computed by dividing the NAVD 88
 CP1011.geopotential number by the normal gravity value computed on the
 CP1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1011.degrees latitude (g = 980.6199 gals.).
 CP1011
 CP1011.The modeled gravity was interpolated from observed gravity values.
 CP1011
 CP1011;                    North         East    Units  Estimated Accuracy
 CP1011;SPC MS W     -   387,350.      641,020.      MT  (+/- 180 meters Scaled)
 CP1011
 CP1011                          SUPERSEDED SURVEY CONTROL
 CP1011
 CP1011  NGVD 29 (??/??/92)   33.243  (m)          109.06   (f) ADJ UNCH    1 1
 CP1011
 CP1011.Superseded values are not recommended for survey control.
 CP1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1011.See file dsdata.txt to determine how the superseded data were derived.
 CP1011
 CP1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS901522(NAD 83)
 CP1011_MARKER: DV = VERTICAL CONTROL DISK
 CP1011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1011_SP_SET: COPPER-CLAD STEEL ROD
 CP1011_STAMPING: F 237 1973
 CP1011_MARK LOGO: NGS   
 CP1011_MAGNETIC: I = MARKER IS A STEEL ROD
 CP1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP1011+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 CP1011
 CP1011  HISTORY     - Date     Condition        Report By
 CP1011  HISTORY     - 1973     MONUMENTED       NGS
 CP1011  HISTORY     - 1974     GOOD             NGS
 CP1011  HISTORY     - 19920129 GOOD             NGS
 CP1011
 CP1011                          STATION DESCRIPTION
 CP1011
 CP1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1011'0.3 MI SW FROM GRACE.
 CP1011'ABOUT 0.3 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 CP1011'AND STORE AT GRACE, THENCE 0.15 MILE NORTHEAST OF THE JUNCTION WITH
 CP1011'STATE HIGHWAY 1, ON PROPERTY OF GRACE METHODIST CHURCH, 55 FEET WEST
 CP1011'OF THE WEST CORNER OF THE CHURCH, 37 1/2 FEET SOUTHEAST OF THE CENTER
 CP1011'LINE OF THE ASPHALT ROAD, 16.8 FEET SOUTHWEST OF A 38-INCH PECAN TREE,
 CP1011'1.0 FEET NORTHEAST OF A POWER POLE, AND SET ON THE TOP OF A COPPER
 CP1011'COATED STEEL ROD, 2-INCHES BELOW LEVEL OF THE GROUND AND PROTECTED BY
 CP1011'A 4-INCH IRON PIPE 1-INCH BELOW LEVEL OF THE GROUND. THE ROD WAS
 CP1011'DRIVEN TO A DEPTH OF 48 FEET.  SECTION 7, T 13N, R 7W.
 CP1011
 CP1011                          STATION RECOVERY (1992)
 CP1011
 CP1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1011'8.8 KM (5.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 CP1011'U.S HIGHWAY 61 IN ROLLING FORK, THENCE 9.1 KM (5.65 MI) NORTHERLY
 CP1011'ALONG STATE HIGHWAY 1, THENCE 0.3 KM (0.20 MI) NORTHEAST ALONG A
 CP1011'PAVED ROAD LEADING TO GRACE, 16.8 M (55.1 FT) WEST-NORTHWEST OF THE
 CP1011'WEST CORNER OF THE GRACE UNITED METHODIST CHURCH, 11.4 M (37.4 FT)
 CP1011'SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.1 M (16.7 FT)
 CP1011'SOUTHWEST OF A 40-INCH PECAN TREE, AND 0.4 M (1.3 FT) NORTHEAST OF A
 CP1011'UTILITY POLE.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 CP1011'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0094 ***********************************************************************
 EH0094  DESIGNATION -  F 238
 EH0094  PID         -  EH0094
 EH0094  STATE/COUNTY-  MS/TUNICA
 EH0094  USGS QUAD   -  HOLLYWOOD (1982)
 EH0094
 EH0094                         *CURRENT SURVEY CONTROL
 EH0094  ___________________________________________________________________
 EH0094* NAD 83(1986)-  34 44 38.     (N)    090 21 25.     (W)     SCALED    
 EH0094* NAVD 88     -        59.167  (meters)     194.12   (feet)  ADJUSTED  
 EH0094  ___________________________________________________________________
 EH0094  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH0094  DYNAMIC HT  -          59.111 (meters)     193.93  (feet)  COMP
 EH0094  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 EH0094
 EH0094  VERT ORDER  -  FIRST     CLASS I
 EH0094
 EH0094.The horizontal coordinates were scaled from a topographic map and have
 EH0094.an estimated accuracy of +/- 6 seconds.
 EH0094
 EH0094.The orthometric height was determined by differential leveling
 EH0094.and adjusted in June 1991.
 EH0094
 EH0094.The geoid height was determined by GEOID03.
 EH0094
 EH0094.The dynamic height is computed by dividing the NAVD 88
 EH0094.geopotential number by the normal gravity value computed on the
 EH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0094.degrees latitude (g = 980.6199 gals.).
 EH0094
 EH0094.The modeled gravity was interpolated from observed gravity values.
 EH0094
 EH0094;                    North         East    Units  Estimated Accuracy
 EH0094;SPC MS W     -   581,460.      697,840.      MT  (+/- 180 meters Scaled)
 EH0094
 EH0094                          SUPERSEDED SURVEY CONTROL
 EH0094
 EH0094  NGVD 29 (??/??/??)   59.187  (m)          194.18   (f) ADJUSTED    1 1
 EH0094
 EH0094.Superseded values are not recommended for survey control.
 EH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0094.See file dsdata.txt to determine how the superseded data were derived.
 EH0094
 EH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU419478(NAD 83)
 EH0094_MARKER: DV = VERTICAL CONTROL DISK
 EH0094_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0094+WITH SETTING: INTO GROUND
 EH0094_SP_SET: METAL ROD WITH BASE PLATE
 EH0094_STAMPING: F 238 1974
 EH0094_MARK LOGO: NGS   
 EH0094_PROJECTION: FLUSH
 EH0094_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0094+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1991
 EH0094_ROD/PIPE-DEPTH: 1.2  meters
 EH0094
 EH0094  HISTORY     - Date     Condition        Report By
 EH0094  HISTORY     - 1974     MONUMENTED       NGS
 EH0094  HISTORY     - 1983     GOOD             USPSQD
 EH0094  HISTORY     - 19850607 GOOD             NGS
 EH0094  HISTORY     - 19911113 GOOD             NGS
 EH0094  HISTORY     - 20030528 MARK NOT FOUND   USACE
 EH0094
 EH0094                          STATION DESCRIPTION
 EH0094
 EH0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0094'3.95 MI NE FROM TUNICA.
 EH0094'ABOUT 3.95 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 EH0094'WITH STATE HIGHWAY 4 LEADING WEST AT TUNICA, 150 FEET SOUTHEAST OF THE
 EH0094'CENTER LINE OF U.S. HIGHWAY 61 AND AT A GRAVEL ROAD INTERSECTION WITH
 EH0094'A PAVED ROAD NORTHWEST TO THE COMMUNITY OF HOLLYWOOD, 151.3 FEET
 EH0094'NORTH-NORTHWEST OF AND ACROSS A GRAVEL ROAD FROM AN UNDERGROUND CABLE
 EH0094'MARKER, 33 FEET NORTHEAST OF THE CENTER LINE OF GRAVEL ROAD, 13.8 FEET
 EH0094'SOUTHEAST OF A POWER POLE 7 AND BRACED BY 2 GUY WIRES, 4.2 FEET
 EH0094'NORTHWEST OF THE BASE OF A GUY WIRE, 1.2 FEET NORTHEAST OF A METAL
 EH0094'WITNESS POST, 1 FOOT BELOW LEVEL OF THE GRAVEL ROAD AND ON TOP OF A
 EH0094'COPPER COATED STEEL ROD 2-INCHES BELOW LEVEL OF THE GROUND AND
 EH0094'PROTECTED BY A 4-INCH IRON PIPE FLUSH WITH THE GROUND.  SECTION 10, T
 EH0094'4S, R 11W.
 EH0094
 EH0094                          STATION RECOVERY (1983)
 EH0094
 EH0094'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0094'RECOVERED IN GOOD CONDITION.
 EH0094
 EH0094                          STATION RECOVERY (1985)
 EH0094
 EH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (DDR)
 EH0094'MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH NORTHEAST OF TUNICA, 0.25
 EH0094'MI (0.40 KM) EAST OF THE VILLAGE OF HOLLYWOOD, IN THE SOUTHWEST
 EH0094'QUARTER OF SECTION 10, T 4 S, R 11 W.
 EH0094'TO REACH FROM THE TUNICA COUNTY HOSPITAL IN THE NORTH EDGE OF TUNICA,
 EH0094'GO NORTH ON U.S. HIGHWAY 61 FOR 3.3 MI (5.3 KM) TO A CROSSROAD, AND
 EH0094'MARK IN NORTHEAST ANGLE.
 EH0094'BENCH MARK F 238 IS A STANDARD NGS DISK STAMPED---F 238 1974---,
 EH0094'CRIMPED ON TOP OF A COPPER ROD WITH PIPE COLLAR AND FLUSH WITH THE
 EH0094'GROUND.  IT IS 45.42 M (149.02 FT) SOUTHEAST OF THE CENTER OF HIGHWAY
 EH0094'61, 37.34 M (122.51 FT) SOUTH SOUTHEAST OF A POWER POLE, 9.14 M (29.99
 EH0094'FT) NORTHEAST OF THE CENTER OF GRAVEL ROAD, 4.26 M (13.98 FT)
 EH0094'SOUTHEAST OF A POWER POLE, 1.31 M (4.30 FT) NORTHWEST OF A GUY WIRE
 EH0094'BASE AND 0.15 M (0.49 FT) NORTHWEST OF A CARSONITE WITNESS POST.
 EH0094
 EH0094                          STATION RECOVERY (1991)
 EH0094
 EH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0094'6.4 KM (3.95 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0094'STATE HIGHWAY 4 IN TUNICA, 45.0 M (147.6 FT) SOUTHEAST OF THE HIGHWAY
 EH0094'CENTER, 9.6 M (31.5 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 EH0094'4.3 M (14.1 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY CABLES, 0.6 M
 EH0094'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST
 EH0094'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE
 EH0094'AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 EH0094
 EH0094                          STATION RECOVERY (2003)
 EH0094
 EH0094'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1335 ***********************************************************************
 DK1335  DESIGNATION -  F 239
 DK1335  PID         -  DK1335
 DK1335  STATE/COUNTY-  MS/WASHINGTON
 DK1335  USGS QUAD   -  WAYSIDE (1970)
 DK1335
 DK1335                         *CURRENT SURVEY CONTROL
 DK1335  ___________________________________________________________________
 DK1335* NAD 83(1986)-  33 22 22.     (N)    091 02 24.     (W)     SCALED    
 DK1335* NAVD 88     -        37.239  (meters)     122.17   (feet)  ADJUSTED  
 DK1335  ___________________________________________________________________
 DK1335  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK1335  DYNAMIC HT  -          37.199 (meters)     122.04  (feet)  COMP
 DK1335  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 DK1335
 DK1335  VERT ORDER  -  FIRST     CLASS I
 DK1335
 DK1335.The horizontal coordinates were scaled from a topographic map and have
 DK1335.an estimated accuracy of +/- 6 seconds.
 DK1335
 DK1335.The orthometric height was determined by differential leveling
 DK1335.and adjusted in June 1991.
 DK1335
 DK1335.The geoid height was determined by GEOID03.
 DK1335
 DK1335.The dynamic height is computed by dividing the NAVD 88
 DK1335.geopotential number by the normal gravity value computed on the
 DK1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1335.degrees latitude (g = 980.6199 gals.).
 DK1335
 DK1335.The modeled gravity was interpolated from observed gravity values.
 DK1335
 DK1335;                    North         East    Units  Estimated Accuracy
 DK1335;SPC MS W     -   429,600.      634,240.      MT  (+/- 180 meters Scaled)
 DK1335
 DK1335                          SUPERSEDED SURVEY CONTROL
 DK1335
 DK1335  NGVD 29 (??/??/??)   37.286  (m)          122.33   (f) ADJUSTED    1 1
 DK1335
 DK1335.Superseded values are not recommended for survey control.
 DK1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1335.See file dsdata.txt to determine how the superseded data were derived.
 DK1335
 DK1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS823943(NAD 83)
 DK1335_MARKER: DV = VERTICAL CONTROL DISK
 DK1335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK1335_SP_SET: HEADWALL
 DK1335_STAMPING: F 239 1973
 DK1335_MARK LOGO: NGS   
 DK1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1335+STABILITY: SURFACE MOTION
 DK1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1335+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1335
 DK1335  HISTORY     - Date     Condition        Report By
 DK1335  HISTORY     - 1973     MONUMENTED       NGS
 DK1335  HISTORY     - 1974     GOOD             NGS
 DK1335  HISTORY     - 19920128 GOOD             NGS
 DK1335
 DK1335                          STATION DESCRIPTION
 DK1335
 DK1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1335'1.85 MI S FROM GRENVILLE.
 DK1335'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION
 DK1335'WITH U.S. HIGHWAY 82, AT THE INTERSECTION OF BOWMAN BOULEVARD, 94 FEET
 DK1335'NORTH OF THE CENTER LINE OF THE BOULEVARD MEDIAN, 25.5 FEET WEST OF
 DK1335'THE CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 51 FEET
 DK1335'NORTHEAST OF A POWER POLE SUPPORTING A STREET LIGHT FOR THE
 DK1335'INTERSECTION, SET IN THE TOP NORTH END OF THE WEST CONCRETE HEADWALL
 DK1335'TO A NEW 20 FOOT BOX CULVERT (WITH WING WALLS) OVER A SMALL DRAINAGE
 DK1335'DITCH NO. 5, AND ABOUT 1 FOOT BELOW LEVEL OF THE HIGHWAY.  SEC. 30, T
 DK1335'18N, R 8W.
 DK1335
 DK1335                          STATION RECOVERY (1992)
 DK1335
 DK1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1335'IN GREENVILLE, AT THE INTERSECTION OF STATE HIGHWAY 1 AND BOWMAN
 DK1335'BOULEVARD, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 DK1335'WEST CONCRETE HEADWALL OF A BOX CULVERT, 28.7 M (94.2 FT) NORTH OF
 DK1335'THE CENTER OF THE MEDIAN OF THE BOULEVARD, 7.8 M (25.6 FT) WEST OF
 DK1335'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.9 M
 DK1335'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0246 ***********************************************************************
 CP0246  DESIGNATION -  F 24
 CP0246  PID         -  CP0246
 CP0246  STATE/COUNTY-  MS/HINDS
 CP0246  USGS QUAD   -  JACKSON (1998)
 CP0246
 CP0246                         *CURRENT SURVEY CONTROL
 CP0246  ___________________________________________________________________
 CP0246* NAD 83(1986)-  32 17 43.     (N)    090 11 26.     (W)     SCALED    
 CP0246* NAVD 88     -        90.154  (meters)     295.78   (feet)  ADJUSTED  
 CP0246  ___________________________________________________________________
 CP0246  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0246  DYNAMIC HT  -          90.053 (meters)     295.45  (feet)  COMP
 CP0246  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CP0246
 CP0246  VERT ORDER  -  FIRST     CLASS II
 CP0246
 CP0246.The horizontal coordinates were scaled from a topographic map and have
 CP0246.an estimated accuracy of +/- 6 seconds.
 CP0246
 CP0246.The orthometric height was determined by differential leveling
 CP0246.and adjusted in February 1994.
 CP0246
 CP0246.The geoid height was determined by GEOID03.
 CP0246
 CP0246.The dynamic height is computed by dividing the NAVD 88
 CP0246.geopotential number by the normal gravity value computed on the
 CP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0246.degrees latitude (g = 980.6199 gals.).
 CP0246
 CP0246.The modeled gravity was interpolated from observed gravity values.
 CP0246
 CP0246;                    North         East    Units  Estimated Accuracy
 CP0246;SPC MS W     -   309,900.      713,450.      MT  (+/- 180 meters Scaled)
 CP0246
 CP0246                          SUPERSEDED SURVEY CONTROL
 CP0246
 CP0246  NGVD 29 (??/??/??)   90.159  (m)          295.80   (f) ADJUSTED    1 2
 CP0246
 CP0246.Superseded values are not recommended for survey control.
 CP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0246.See file dsdata.txt to determine how the superseded data were derived.
 CP0246
 CP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR645766(NAD 83)
 CP0246_MARKER: DB = BENCH MARK DISK
 CP0246_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0246_SP_SET: OVERPASS ABUTMENT
 CP0246_STAMPING: F 24 1934
 CP0246_MARK LOGO: CGS   
 CP0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0246+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP0246
 CP0246  HISTORY     - Date     Condition        Report By
 CP0246  HISTORY     - 1934     MONUMENTED       CGS
 CP0246  HISTORY     - 1977     GOOD             MSHD
 CP0246  HISTORY     - 1990     GOOD             USPSQD
 CP0246  HISTORY     - 19920610 GOOD             NGS
 CP0246
 CP0246                          STATION DESCRIPTION
 CP0246
 CP0246'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0246'0.4 MI SW FROM JACKSON.
 CP0246'THE MARK IS LOCATED 0.4 MILE SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0246'JACKSON IN THE FIRST STEP FROM THE TOP OF THE EAST END OF THE SOUTH
 CP0246'ABUTMENT OF THE I.C.G. RAILROAD BRIDGE OVER WEST SOUTH STREET IN THE
 CP0246'NORTHWEST 1/4 OF SECTION 10, T 5N, R 1E.  THE 1968 LOCAL MEASUREMENTS
 CP0246'WERE FOUND TO BE CORRECT.  NOTE-- TO REACH FROM THE OLD CAPITOL
 CP0246'BUILDING AT THE END OF CAPITOL STREET IN JACKSON GO SOUTH ON STATE
 CP0246'STREET FOR 0.35 MILE TO THE INTERSECTION OF SOUTH STREET.  TURN RIGHT
 CP0246'AND GO WEST ON SOUTH STREET FOR 0.6 MILE TO THE OVERPASS AND THE MARK
 CP0246'ON THE LEFT (0.1 MILE BEFORE REACHING GALLATIN STREET).
 CP0246
 CP0246                          STATION RECOVERY (1990)
 CP0246
 CP0246'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0246'RECOVERED IN GOOD CONDITION.
 CP0246
 CP0246                          STATION RECOVERY (1992)
 CP0246
 CP0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0246'IN JACKSON, AT THE INTERSECTION OF WEST SOUTH STREET AND THE ILLINOIS
 CP0246'CENTRAL RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END
 CP0246'OF THE FIRST CONCRETE TERRACE OF THE SOUTH ABUTMENT OF THE RAILROAD
 CP0246'OVERPASS OF THE STREET, 10.3 M (33.8 FT) SOUTH OF THE STREET
 CP0246'CENTERLINE, 3.6 M (11.8 FT) EAST OF THE NEAR RAIL, AND 0.3 M
 CP0246'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1340 ***********************************************************************
 DK1340  DESIGNATION -  F 240
 DK1340  PID         -  DK1340
 DK1340  STATE/COUNTY-  MS/WASHINGTON
 DK1340  USGS QUAD   -  GREENVILLE (1970)
 DK1340
 DK1340                         *CURRENT SURVEY CONTROL
 DK1340  ___________________________________________________________________
 DK1340* NAD 83(1986)-  33 28 36.     (N)    091 03 30.     (W)     SCALED    
 DK1340* NAVD 88     -        38.749  (meters)     127.13   (feet)  ADJUSTED  
 DK1340  ___________________________________________________________________
 DK1340  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1340  DYNAMIC HT  -          38.708 (meters)     126.99  (feet)  COMP
 DK1340  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 DK1340
 DK1340  VERT ORDER  -  FIRST     CLASS I
 DK1340
 DK1340.The horizontal coordinates were scaled from a topographic map and have
 DK1340.an estimated accuracy of +/- 6 seconds.
 DK1340
 DK1340.The orthometric height was determined by differential leveling
 DK1340.and adjusted in June 1991.
 DK1340
 DK1340.The geoid height was determined by GEOID03.
 DK1340
 DK1340.The dynamic height is computed by dividing the NAVD 88
 DK1340.geopotential number by the normal gravity value computed on the
 DK1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1340.degrees latitude (g = 980.6199 gals.).
 DK1340
 DK1340.The modeled gravity was interpolated from observed gravity values.
 DK1340
 DK1340;                    North         East    Units  Estimated Accuracy
 DK1340;SPC MS W     -   441,140.      632,620.      MT  (+/- 180 meters Scaled)
 DK1340
 DK1340                          SUPERSEDED SURVEY CONTROL
 DK1340
 DK1340  NGVD 29 (??/??/??)   38.804  (m)          127.31   (f) ADJUSTED    1 1
 DK1340
 DK1340.Superseded values are not recommended for survey control.
 DK1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1340.See file dsdata.txt to determine how the superseded data were derived.
 DK1340
 DK1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT804058(NAD 83)
 DK1340_MARKER: DV = VERTICAL CONTROL DISK
 DK1340_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1340+WITH SETTING: INTO GROUND
 DK1340_SP_SET: METAL ROD WITH BASE PLATE
 DK1340_STAMPING: F 240 1974
 DK1340_MARK LOGO: NGS   
 DK1340_PROJECTION: FLUSH
 DK1340_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1340+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1340_ROD/PIPE-DEPTH: 1.2  meters
 DK1340
 DK1340  HISTORY     - Date     Condition        Report By
 DK1340  HISTORY     - 1974     MONUMENTED       NGS
 DK1340  HISTORY     - 19920128 GOOD             NGS
 DK1340
 DK1340                          STATION DESCRIPTION
 DK1340
 DK1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1340'5.60 MI NW FROM GREENVILLE.
 DK1340'ABOUT 5.60 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS
 DK1340'INTERSECTION WITH U.S. HIGHWAY 82, AT THE JUNCTION OF A PAVED ROAD
 DK1340'LEADING WEST, 99 FEET EAST OF THE CENTER OF THE JUNCTION, 96 FEET
 DK1340'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 63 FEET NORTHWEST OF THE
 DK1340'CENTER LINE OF THE HIGHWAY, 3.1 FEET NORTHWEST OF A POWER POLE, 0.6
 DK1340'FOOT SOUTHWEST OF A METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE
 DK1340'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 DK1340'ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE GROUND AND
 DK1340'PROTECTED BY A 4-INCH STEEL PIPE PROJECTING 0.1 FOOT.  SEC. 19, T 19N,
 DK1340'R 8W.
 DK1340
 DK1340                          STATION RECOVERY (1992)
 DK1340
 DK1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1340'9.3 KM (5.75 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1340'U.S. HIGHWAY 82 IN GREENVILLE, 44.5 M (146.0 FT) NORTH-NORTHWEST OF
 DK1340'THE CENTER OF A DRIVEWAY, 22.4 M (73.5 FT) SOUTH-SOUTHEAST OF THE
 DK1340'EXTENDED CENTER OF WALKER DRIVE, 19.0 M (62.3 FT) NORTHEAST OF THE
 DK1340'HIGHWAY CENTERLINE, 9.2 M (30.2 FT) SOUTHEAST OF UTILITY POLE NUMBER
 DK1340'PED 38E 2 N 10, 1.1 M (3.6 FT) NORTHEAST OF UNDERGROUND CABLE
 DK1340'JUNCTION BOX NUMBER P 48, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DK1340'HIGHWAY, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE
 DK1340'DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS FLUSH WITH THE GROUND
 DK1340'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1013 ***********************************************************************
 DK1013  DESIGNATION -  F 241 RESET
 DK1013  PID         -  DK1013
 DK1013  STATE/COUNTY-  MS/BOLIVAR
 DK1013  USGS QUAD   -  SCOTT (1972)
 DK1013
 DK1013                         *CURRENT SURVEY CONTROL
 DK1013  ___________________________________________________________________
 DK1013* NAD 83(1986)-  33 36 24.     (N)    091 03 59.     (W)     SCALED    
 DK1013* NAVD 88     -        43.128  (meters)     141.50   (feet)  ADJUSTED  
 DK1013  ___________________________________________________________________
 DK1013  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1013  DYNAMIC HT  -          43.083 (meters)     141.35  (feet)  COMP
 DK1013  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DK1013
 DK1013  VERT ORDER  -  FIRST     CLASS II
 DK1013
 DK1013.The horizontal coordinates were scaled from a topographic map and have
 DK1013.an estimated accuracy of +/- 6 seconds.
 DK1013
 DK1013.The orthometric height was determined by differential leveling
 DK1013.and adjusted in July 1994.
 DK1013
 DK1013.The geoid height was determined by GEOID03.
 DK1013
 DK1013.The dynamic height is computed by dividing the NAVD 88
 DK1013.geopotential number by the normal gravity value computed on the
 DK1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1013.degrees latitude (g = 980.6199 gals.).
 DK1013
 DK1013.The modeled gravity was interpolated from observed gravity values.
 DK1013
 DK1013;                    North         East    Units  Estimated Accuracy
 DK1013;SPC MS W     -   455,560.      631,970.      MT  (+/- 180 meters Scaled)
 DK1013
 DK1013                          SUPERSEDED SURVEY CONTROL
 DK1013
 DK1013  NGVD 29 (??/??/??)   43.204  (m)          141.75   (f) ADJUSTED    1 2
 DK1013
 DK1013.Superseded values are not recommended for survey control.
 DK1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1013.See file dsdata.txt to determine how the superseded data were derived.
 DK1013
 DK1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT793202(NAD 83)
 DK1013_MARKER: DV = VERTICAL CONTROL DISK
 DK1013_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1013+WITH SETTING: INTO GROUND
 DK1013_SP_SET: METAL ROD WITH BASE PLATE
 DK1013_STAMPING: F 241 RESET 1975
 DK1013_MARK LOGO: NGS   
 DK1013_PROJECTION: PROJECTING 1 CENTIMETERS
 DK1013_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1013+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1013_ROD/PIPE-DEPTH: 1.2  meters
 DK1013
 DK1013  HISTORY     - Date     Condition        Report By
 DK1013  HISTORY     - 1975     MONUMENTED       NGS
 DK1013  HISTORY     - 19920128 GOOD             NGS
 DK1013
 DK1013                          STATION DESCRIPTION
 DK1013
 DK1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DK1013'1.05 MI NE FROM SCOTT.
 DK1013'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 DK1013'WITH STATE HIGHWAY 450, 1 MILE SOUTH OF SCOTT.  60 FEET SOUTHEAST OF
 DK1013'THE CENTER OF NEW ROAD, 75 FEET NORTH OF A WATER PUMP OUTLET, 1.5 FEET
 DK1013'SOUTHWEST OF WOODEN POST WITH WARNING SIGN AND 1 FOOT NORTHWEST OF A
 DK1013'METAL WITNESS POST AND SIGN.  THE DISK IS CRIMPED ON TOP OF A 4 FOOT
 DK1013'COPPER ROD WITH BASE PLATE AND COLLAR, SET FLUSH WITH THE GROUND.
 DK1013
 DK1013                          STATION RECOVERY (1992)
 DK1013
 DK1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1013'25.0 KM (15.55 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1013'OF U.S. HIGHWAY 82 IN GREENVILLE, 19.7 M (64.6 FT) SOUTHEAST OF AND
 DK1013'LEVEL WITH THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTHWEST OF A
 DK1013'WELL PUMP, 6.9 M (22.6 FT) NORTHEAST OF THE CENTER OF A FIELD
 DK1013'ENTRANCE, 0.5 M (1.6 FT) SOUTHWEST OF AN UNDERGROUND CABLE WARNING
 DK1013'SIGN AND JUNCTION BOX NUMBER PED 26 LP 5, AND 0.2 M (0.7 FT)
 DK1013'NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 DK1013'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0571 ***********************************************************************
 DK0571  DESIGNATION -  F 242
 DK0571  PID         -  DK0571
 DK0571  STATE/COUNTY-  MS/BOLIVAR
 DK0571  USGS QUAD   -  GUNNISON (1969)
 DK0571
 DK0571                         *CURRENT SURVEY CONTROL
 DK0571  ___________________________________________________________________
 DK0571* NAD 83(1986)-  33 55 57.     (N)    090 57 24.     (W)     SCALED    
 DK0571* NAVD 88     -        46.294  (meters)     151.88   (feet)  ADJUSTED  
 DK0571  ___________________________________________________________________
 DK0571  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0571  DYNAMIC HT  -          46.247 (meters)     151.73  (feet)  COMP
 DK0571  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 DK0571
 DK0571  VERT ORDER  -  FIRST     CLASS I
 DK0571
 DK0571.The horizontal coordinates were scaled from a topographic map and have
 DK0571.an estimated accuracy of +/- 6 seconds.
 DK0571
 DK0571.The orthometric height was determined by differential leveling
 DK0571.and adjusted in June 1991.
 DK0571
 DK0571.The geoid height was determined by GEOID03.
 DK0571
 DK0571.The dynamic height is computed by dividing the NAVD 88
 DK0571.geopotential number by the normal gravity value computed on the
 DK0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0571.degrees latitude (g = 980.6199 gals.).
 DK0571
 DK0571.The modeled gravity was interpolated from observed gravity values.
 DK0571
 DK0571;                    North         East    Units  Estimated Accuracy
 DK0571;SPC MS W     -   491,640.      642,370.      MT  (+/- 180 meters Scaled)
 DK0571
 DK0571                          SUPERSEDED SURVEY CONTROL
 DK0571
 DK0571  NGVD 29 (??/??/??)   46.353  (m)          152.08   (f) ADJUSTED    1 1
 DK0571
 DK0571.Superseded values are not recommended for survey control.
 DK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0571.See file dsdata.txt to determine how the superseded data were derived.
 DK0571
 DK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT888565(NAD 83)
 DK0571_MARKER: DV = VERTICAL CONTROL DISK
 DK0571_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0571+WITH SETTING: INTO GROUND
 DK0571_SP_SET: METAL ROD WITH BASE PLATE
 DK0571_STAMPING: F 242 1974
 DK0571_MARK LOGO: NGS   
 DK0571_PROJECTION: PROJECTING 5 CENTIMETERS
 DK0571_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0571+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DK0571_ROD/PIPE-DEPTH: 1.2  meters
 DK0571
 DK0571  HISTORY     - Date     Condition        Report By
 DK0571  HISTORY     - 1974     MONUMENTED       NGS
 DK0571  HISTORY     - 19920124 GOOD             NGS
 DK0571  HISTORY     - 20030714 GOOD             USACE
 DK0571
 DK0571                          STATION DESCRIPTION
 DK0571
 DK0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0571'1.05 MI SW FROM GUNNISON.
 DK0571'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 DK0571'BAPTIST CHURCH AT GUNNISON, AT THE WEST SIDE OF A LARGE OPEN MACHINERY
 DK0571'SHED, 55.2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.9 FEET
 DK0571'SOUTHEAST OF AN UNDERGROUND CABLE MARKER BOX, 5.7 FEET SOUTH OF THE
 DK0571'WEST CORNER POST FOR THE CHAIN LINK FENCE AROUND THE SHED, 0.6 FOOT
 DK0571'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND ON
 DK0571'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 DK0571'METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND
 DK0571'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND. SECTION 18,
 DK0571'T 24N, R 7W.
 DK0571
 DK0571                          STATION RECOVERY (1992)
 DK0571
 DK0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0571'12.1 KM (7.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 DK0571'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 16.9 M (55.4 FT) SOUTH OF
 DK0571'THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A CHAIN-LINK FENCE
 DK0571'CORNER, 1.4 M (4.6 FT) SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN
 DK0571'AND JUNCTION BOX NUMBER PED 14, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 DK0571'HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, AND 0.2 M (0.7 FT) NORTH OF
 DK0571'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND
 DK0571'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DK0571
 DK0571                          STATION RECOVERY (2003)
 DK0571
 DK0571'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0110 ***********************************************************************
 EH0110  DESIGNATION -  F 243
 EH0110  PID         -  EH0110
 EH0110  STATE/COUNTY-  MS/TUNICA
 EH0110  USGS QUAD   -  BANKS (1982)
 EH0110
 EH0110                         *CURRENT SURVEY CONTROL
 EH0110  ___________________________________________________________________
 EH0110* NAD 83(1986)-  34 49 45.     (N)    090 12 07.     (W)     SCALED    
 EH0110* NAVD 88     -        59.899  (meters)     196.52   (feet)  ADJUSTED  
 EH0110  ___________________________________________________________________
 EH0110  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EH0110  DYNAMIC HT  -          59.842 (meters)     196.33  (feet)  COMP
 EH0110  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 EH0110
 EH0110  VERT ORDER  -  FIRST     CLASS I
 EH0110
 EH0110.The horizontal coordinates were scaled from a topographic map and have
 EH0110.an estimated accuracy of +/- 6 seconds.
 EH0110
 EH0110.The orthometric height was determined by differential leveling
 EH0110.and adjusted in July 1994.
 EH0110
 EH0110.The geoid height was determined by GEOID03.
 EH0110
 EH0110.The dynamic height is computed by dividing the NAVD 88
 EH0110.geopotential number by the normal gravity value computed on the
 EH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0110.degrees latitude (g = 980.6199 gals.).
 EH0110
 EH0110.The modeled gravity was interpolated from observed gravity values.
 EH0110
 EH0110;                    North         East    Units  Estimated Accuracy
 EH0110;SPC MS W     -   590,930.      712,020.      MT  (+/- 180 meters Scaled)
 EH0110
 EH0110                          SUPERSEDED SURVEY CONTROL
 EH0110
 EH0110  NAVD 88 (06/15/91)   59.921  (m)          196.59   (f) UNKNOWN     1 1
 EH0110  NGVD 29 (??/??/??)   59.932  (m)          196.63   (f) ADJUSTED    1 1
 EH0110
 EH0110.Superseded values are not recommended for survey control.
 EH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0110.See file dsdata.txt to determine how the superseded data were derived.
 EH0110
 EH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU558576(NAD 83)
 EH0110_MARKER: DV = VERTICAL CONTROL DISK
 EH0110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0110+WITH SETTING: INTO GROUND
 EH0110_SP_SET: METAL ROD WITH BASE PLATE
 EH0110_STAMPING: F 243 1974
 EH0110_MARK LOGO: NGS   
 EH0110_PROJECTION: PROJECTING 2 CENTIMETERS
 EH0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0110+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0110_ROD/PIPE-DEPTH: 1.2  meters
 EH0110
 EH0110  HISTORY     - Date     Condition        Report By
 EH0110  HISTORY     - 1974     MONUMENTED       NGS
 EH0110  HISTORY     - 19911112 GOOD             NGS
 EH0110  HISTORY     - 20030529 GOOD             USACE
 EH0110
 EH0110                          STATION DESCRIPTION
 EH0110
 EH0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0110'1.55 MI E FROM BANKS.
 EH0110'ABOUT 1.55 MILES EAST ALONG STATE HIGHWAY 304 FROM THE CROSSING WITH
 EH0110'ILLINOIS CENTRAL RIALROAD AT BANKS.  ALSON, 3.15 MILES WEST OF THE
 EH0110'FIRST BAPTIST CHURCH AT EUDORA, 0.4 MILE WEST OF KELLY ROAD LEADING
 EH0110'SOUTH, 77 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 304, 280 FEET
 EH0110'WEST OF THE TUNICA-DESOTO COUNTY LINE SIGN, 217 FEET WEST OF THE
 EH0110'CENTER OF A FIELD ENTRANCE, 2.8 FEET WEST OF POWER POLE 20 BRACED BY A
 EH0110'GUY WIRE, 0.9 FOOT EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW
 EH0110'LEVEL OF THE ROAD AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 EH0110'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW
 EH0110'LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH
 EH0110'THE GROUND.  SECTION 13, T 3S, R 10W.
 EH0110
 EH0110                          STATION RECOVERY (1991)
 EH0110
 EH0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0110'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0110'OFFICE IN WALLS, THENCE 9.3 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY
 EH0110'304, 85.3 M (279.9 FT) WEST OF THE TUNICA-DE SOTO COUNTY LINE, 66.1 M
 EH0110'(216.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 23.5 M
 EH0110'(77.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 EH0110'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 EH0110'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND PROJECTS 0.02 M
 EH0110'(0.07 FT) ABOVE THE GROUND SURFACE.
 EH0110
 EH0110                          STATION RECOVERY (2003)
 EH0110
 EH0110'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0390 ***********************************************************************
 EH0390  DESIGNATION -  F 244
 EH0390  PID         -  EH0390
 EH0390  STATE/COUNTY-  MS/COAHOMA
 EH0390  USGS QUAD   -  FRIARS POINT (1964)
 EH0390
 EH0390                         *CURRENT SURVEY CONTROL
 EH0390  ___________________________________________________________________
 EH0390* NAD 83(1986)-  34 18 54.     (N)    090 38 26.     (W)     SCALED    
 EH0390* NAVD 88     -        52.977  (meters)     173.81   (feet)  ADJUSTED  
 EH0390  ___________________________________________________________________
 EH0390  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EH0390  DYNAMIC HT  -          52.925 (meters)     173.64  (feet)  COMP
 EH0390  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EH0390
 EH0390  VERT ORDER  -  FIRST     CLASS I
 EH0390
 EH0390.The horizontal coordinates were scaled from a topographic map and have
 EH0390.an estimated accuracy of +/- 6 seconds.
 EH0390
 EH0390.The orthometric height was determined by differential leveling
 EH0390.and adjusted in June 1991.
 EH0390
 EH0390.The geoid height was determined by GEOID03.
 EH0390
 EH0390.The dynamic height is computed by dividing the NAVD 88
 EH0390.geopotential number by the normal gravity value computed on the
 EH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0390.degrees latitude (g = 980.6199 gals.).
 EH0390
 EH0390.The modeled gravity was interpolated from observed gravity values.
 EH0390
 EH0390;                    North         East    Units  Estimated Accuracy
 EH0390;SPC MS W     -   533,930.      671,720.      MT  (+/- 180 meters Scaled)
 EH0390
 EH0390                          SUPERSEDED SURVEY CONTROL
 EH0390
 EH0390  NGVD 29 (??/??/??)   53.030  (m)          173.98   (f) ADJUSTED    1 1
 EH0390
 EH0390.Superseded values are not recommended for survey control.
 EH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0390.See file dsdata.txt to determine how the superseded data were derived.
 EH0390
 EH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT171996(NAD 83)
 EH0390_MARKER: DV = VERTICAL CONTROL DISK
 EH0390_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0390+WITH SETTING: INTO GROUND
 EH0390_SP_SET: METAL ROD WITH BASE PLATE
 EH0390_STAMPING: F 244 1974
 EH0390_MARK LOGO: NGS   
 EH0390_PROJECTION: FLUSH
 EH0390_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0390+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0390_ROD/PIPE-DEPTH: 1.2  meters
 EH0390
 EH0390  HISTORY     - Date     Condition        Report By
 EH0390  HISTORY     - 1974     MONUMENTED       NGS
 EH0390  HISTORY     - 1983     GOOD             USPSQD
 EH0390  HISTORY     - 19920123 GOOD             NGS
 EH0390  HISTORY     - 20030611 GOOD             USACE
 EH0390
 EH0390                          STATION DESCRIPTION
 EH0390
 EH0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0390'3.80 MI S FROM FRIARS POINT.
 EH0390'ABOUT 0.10 MILE SOUTHEAST ALONG COMMERCE STREET FROM THE NORTH DELTA
 EH0390'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 3.70 MILES SOUTH ALONG
 EH0390'RIDGE ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, SET BETWEEN
 EH0390'TWO POWER POLES SUPPORTING A NEW TYPE OF TRANSFORMERS, 38.1 FEET
 EH0390'SOUTHWEST OF THE CENTER OF THE JUNCTION, 28.3 FEET WEST OF THE CENTER
 EH0390'LINE OF THE GRAVEL ROAD, 24.5 FEET SOUTH OF THE CENTER LINE OF THE
 EH0390'DIRT ROAD, 0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EH0390'ROAD AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 EH0390'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF
 EH0390'THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT.
 EH0390'SECTION 7 ,T 28N , R 4W.
 EH0390
 EH0390                          STATION RECOVERY (1983)
 EH0390
 EH0390'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0390'RECOVERED IN GOOD CONDITION.
 EH0390
 EH0390                          STATION RECOVERY (1992)
 EH0390
 EH0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0390'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG WASHINGTON STREET FROM THE POST
 EH0390'OFFICE IN FRIARS POINT, THENCE 6.1 KM (3.80 MI) SOUTHERLY ALONG OAK
 EH0390'RIDGE AVENUE AND MCKEE ROAD, 12.4 M (40.7 FT) SOUTH OF THE CENTER OF
 EH0390'A FIELD ROAD, 8.7 M (28.5 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 EH0390'2.4 M (7.9 FT) SOUTH OF UTILITY POLE NUMBER S 1060, 2.1 M (6.9 FT)
 EH0390'NORTH OF UTILITY POLE NUMBER 99008, AND 0.2 M (0.7 FT) EAST OF A
 EH0390'WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 EH0390'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 EH0390
 EH0390                          STATION RECOVERY (2003)
 EH0390
 EH0390'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0073 ***********************************************************************
 EH0073  DESIGNATION -  F 245
 EH0073  PID         -  EH0073
 EH0073  STATE/COUNTY-  MS/TUNICA
 EH0073  USGS QUAD   -  DUNDEE (1982)
 EH0073
 EH0073                         *CURRENT SURVEY CONTROL
 EH0073  ___________________________________________________________________
 EH0073* NAD 83(1986)-  34 33 13.     (N)    090 24 54.     (W)     SCALED    
 EH0073* NAVD 88     -        56.697  (meters)     186.01   (feet)  ADJUSTED  
 EH0073  ___________________________________________________________________
 EH0073  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EH0073  DYNAMIC HT  -          56.642 (meters)     185.83  (feet)  COMP
 EH0073  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EH0073
 EH0073  VERT ORDER  -  FIRST     CLASS I
 EH0073
 EH0073.The horizontal coordinates were scaled from a topographic map and have
 EH0073.an estimated accuracy of +/- 6 seconds.
 EH0073
 EH0073.The orthometric height was determined by differential leveling
 EH0073.and adjusted in June 1991.
 EH0073
 EH0073.The geoid height was determined by GEOID03.
 EH0073
 EH0073.The dynamic height is computed by dividing the NAVD 88
 EH0073.geopotential number by the normal gravity value computed on the
 EH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0073.degrees latitude (g = 980.6199 gals.).
 EH0073
 EH0073.The modeled gravity was interpolated from observed gravity values.
 EH0073
 EH0073;                    North         East    Units  Estimated Accuracy
 EH0073;SPC MS W     -   560,360.      692,510.      MT  (+/- 180 meters Scaled)
 EH0073
 EH0073                          SUPERSEDED SURVEY CONTROL
 EH0073
 EH0073  NGVD 29 (??/??/??)   56.735  (m)          186.14   (f) ADJUSTED    1 1
 EH0073
 EH0073.Superseded values are not recommended for survey control.
 EH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0073.See file dsdata.txt to determine how the superseded data were derived.
 EH0073
 EH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU371265(NAD 83)
 EH0073_MARKER: DV = VERTICAL CONTROL DISK
 EH0073_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0073+WITH SETTING: INTO GROUND
 EH0073_SP_SET: METAL ROD WITH BASE PLATE
 EH0073_STAMPING: F 245 1974
 EH0073_MARK LOGO: NGS   
 EH0073_PROJECTION: RECESSED 5 CENTIMETERS
 EH0073_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0073+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0073_ROD/PIPE-DEPTH: 1.2  meters
 EH0073
 EH0073  HISTORY     - Date     Condition        Report By
 EH0073  HISTORY     - 1974     MONUMENTED       NGS
 EH0073  HISTORY     - 1983     GOOD             USPSQD
 EH0073  HISTORY     - 19920122 GOOD             NGS
 EH0073  HISTORY     - 20030528 GOOD             USACE
 EH0073
 EH0073                          STATION DESCRIPTION
 EH0073
 EH0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0073'5.80 MI SW FROM EVANSVILLE.
 EH0073'ABOUT 5.80 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION
 EH0073'WITH STATE HIGHWAY 4, 55.8 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 EH0073'THE HIGHWAY, 37.8 FEET NORTH-NORTHEAST OF THE CENTER LINE OF A GRAVEL
 EH0073'DRIVE TO AN ABANDONED HOUSE, 3.4 FEET NORTHEAST OF A POWER POLE 9,
 EH0073'SUPPORTING A TRANSFORMER AND WITH A WITNESS SHIELD NAILED TO IT, 3.5
 EH0073'FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 EH0073'COATED STEEL ROD THEAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 EH0073'0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC
 EH0073'PIPE PROJECTING 0.1 FOOT.  SECTION 13, T 65, R 12W.
 EH0073
 EH0073                          STATION RECOVERY (1983)
 EH0073
 EH0073'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0073'RECOVERED IN GOOD CONDITION.
 EH0073
 EH0073                          STATION RECOVERY (1992)
 EH0073
 EH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0073'15.4 KM (9.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0073'STATE HIGHWAY 4 IN TUNICA, 62.0 M (203.4 FT) SOUTH OF THE SOUTH END
 EH0073'OF A CULVERT HEADWALL, 17.0 M (55.8 FT) EAST OF THE HIGHWAY
 EH0073'CENTERLINE, 11.0 M (36.1 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 EH0073'1.1 M (3.6 FT) NORTH OF UTILITY POLE NUMBER 9, AND 1.0 M (3.3 FT)
 EH0073'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 EH0073'PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 EH0073
 EH0073                          STATION RECOVERY (2003)
 EH0073
 EH0073'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0073'NEW POSISTION FOUND WITH DGPS                                   NORTH
 EH0073'34 DEGREES 33 MINUTES 21 SECONDS                               WEST 90
 EH0073'DEGREES 24 MINUTES 51 SECONDS
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0833 ***********************************************************************
 CO0833  DESIGNATION -  F 25
 CO0833  PID         -  CO0833
 CO0833  STATE/COUNTY-  MS/SCOTT
 CO0833  USGS QUAD   -  HARPERVILLE (1982)
 CO0833
 CO0833                         *CURRENT SURVEY CONTROL
 CO0833  ___________________________________________________________________
 CO0833* NAD 83(1986)-  32 24 39.     (N)    089 29 15.     (W)     SCALED    
 CO0833* NAVD 88     -       130.481  (meters)     428.09   (feet)  ADJUSTED  
 CO0833  ___________________________________________________________________
 CO0833  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CO0833  DYNAMIC HT  -         130.329 (meters)     427.59  (feet)  COMP
 CO0833  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CO0833
 CO0833  VERT ORDER  -  FIRST     CLASS II
 CO0833
 CO0833.The horizontal coordinates were scaled from a topographic map and have
 CO0833.an estimated accuracy of +/- 6 seconds.
 CO0833
 CO0833.The orthometric height was determined by differential leveling
 CO0833.and adjusted in June 1991.
 CO0833
 CO0833.The geoid height was determined by GEOID03.
 CO0833
 CO0833.The dynamic height is computed by dividing the NAVD 88
 CO0833.geopotential number by the normal gravity value computed on the
 CO0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0833.degrees latitude (g = 980.6199 gals.).
 CO0833
 CO0833.The modeled gravity was interpolated from observed gravity values.
 CO0833
 CO0833;                    North         East    Units  Estimated Accuracy
 CO0833;SPC MS E     -   322,890.      238,470.      MT  (+/- 180 meters Scaled)
 CO0833
 CO0833                          SUPERSEDED SURVEY CONTROL
 CO0833
 CO0833  NGVD 29 (??/??/92)  130.460  (m)          428.02   (f) ADJ UNCH    1 2
 CO0833
 CO0833.Superseded values are not recommended for survey control.
 CO0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0833.See file dsdata.txt to determine how the superseded data were derived.
 CO0833
 CO0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA660886(NAD 83)
 CO0833_MARKER: DB = BENCH MARK DISK
 CO0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0833_STAMPING: F 25 1934
 CO0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0833+STABILITY: SURFACE MOTION
 CO0833
 CO0833  HISTORY     - Date     Condition        Report By
 CO0833  HISTORY     - 1934     MONUMENTED       CGS
 CO0833  HISTORY     - 1961     GOOD             NGS
 CO0833  HISTORY     - 1964     GOOD             NGS
 CO0833  HISTORY     - 1981     POOR             USGS
 CO0833
 CO0833                          STATION DESCRIPTION
 CO0833
 CO0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0833'3.8 MI NW FROM FOREST.
 CO0833'ABOUT 3.8 MILES NORTH ALONG HILLSBORO STREET FROM THE COUNTY
 CO0833'COURTHOUSE AT FOREST, IN SECTION 33, T 7 N, R 8 E, 0.6 MILE NORTHWEST
 CO0833'OF THE CROSSING OF STATE HIGHWAY 35, 48 FEET NORTHWEST OF THE CENTER
 CO0833'OF THE INTERSECTION OF THE STREET AND A GRAVELED ROAD LEADING WEST, 66
 CO0833'FEET NORTH OF AND ACROSS THE ROAD FROM A 30-INCH OAK TREE, 30 FEET
 CO0833'NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET WEST OF THE CENTER LINE
 CO0833'OF A GRAVELED ROAD, 4 FEET SOUTHEAST OF A CORNER FENCE POST, ABOUT 1
 CO0833'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CO0833'POST PROJECTING 6 INCHES.  NOTE-- A METAL WITNESS POST WAS SET 1.0
 CO0833'FOOT EAST OF THE MARK.
 CO0833
 CO0833                          STATION RECOVERY (1964)
 CO0833
 CO0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0833'RECOVERED IN GOOD CONDITION.
 CO0833
 CO0833                          STATION RECOVERY (1981)
 CO0833
 CO0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CO0833'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1075 ***********************************************************************
 CO1075  DESIGNATION -  F 251
 CO1075  PID         -  CO1075
 CO1075  STATE/COUNTY-  MS/LAUDERDALE
 CO1075  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1075
 CO1075                         *CURRENT SURVEY CONTROL
 CO1075  ___________________________________________________________________
 CO1075* NAD 83(1986)-  32 16 07.     (N)    088 42 20.     (W)     SCALED    
 CO1075* NAVD 88     -       172.829  (meters)     567.02   (feet)  ADJUSTED  
 CO1075  ___________________________________________________________________
 CO1075  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CO1075  DYNAMIC HT  -         172.625 (meters)     566.35  (feet)  COMP
 CO1075  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 CO1075
 CO1075  VERT ORDER  -  FIRST     CLASS II
 CO1075
 CO1075.The horizontal coordinates were scaled from a topographic map and have
 CO1075.an estimated accuracy of +/- 6 seconds.
 CO1075
 CO1075.The orthometric height was determined by differential leveling
 CO1075.and adjusted in June 1991.
 CO1075
 CO1075.The geoid height was determined by GEOID03.
 CO1075
 CO1075.The dynamic height is computed by dividing the NAVD 88
 CO1075.geopotential number by the normal gravity value computed on the
 CO1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1075.degrees latitude (g = 980.6199 gals.).
 CO1075
 CO1075.The modeled gravity was interpolated from observed gravity values.
 CO1075
 CO1075;                    North         East    Units  Estimated Accuracy
 CO1075;SPC MS E     -   306,940.      312,040.      MT  (+/- 180 meters Scaled)
 CO1075
 CO1075                          SUPERSEDED SURVEY CONTROL
 CO1075
 CO1075  NGVD 29 (??/??/??)  172.812  (m)          566.97   (f) ADJUSTED    1 2
 CO1075
 CO1075.Superseded values are not recommended for survey control.
 CO1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1075.See file dsdata.txt to determine how the superseded data were derived.
 CO1075
 CO1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA393714(NAD 83)
 CO1075_MARKER: DB = BENCH MARK DISK
 CO1075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO1075_SP_SET: COPPER-CLAD STEEL ROD
 CO1075_STAMPING: F 251
 CO1075_MARK LOGO: NGS   
 CO1075_PROJECTION: RECESSED 5 CENTIMETERS
 CO1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1075+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1992
 CO1075_ROD/PIPE-DEPTH: 6.10 meters
 CO1075
 CO1075  HISTORY     - Date     Condition        Report By
 CO1075  HISTORY     - 1980     MONUMENTED       NGS
 CO1075  HISTORY     - 19920327 GOOD             MSHD
 CO1075
 CO1075                          STATION DESCRIPTION
 CO1075
 CO1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1075'10.2 KM SOUTH FROM MERIDIAN.
 CO1075'10.217 KILOMETERS (6.35 MILES) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1075'OVERPASS OF INTERSTATES 20 AND 59 IN MERIDIAN, AT THE JUNCTION OF A
 CO1075'PAVED ROAD LEADING WEST, 0.08 KILOMETERS (0.05 MILE) WEST OF THE
 CO1075'HIGHWAY, 22.4 METERS (73.5 FEET) NORTHEAST OF THE NORTHEAST CORNER
 CO1075'OF THE LOWER NORTH ADDITION TO A WHITE HOUSE OWNED BY THE SHABLIENS,
 CO1075'5.6 METERS (18.4 FEET) SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 CO1075'1 METER (3.3 FEET) NORTH OF THE CENTER OF THE MOST EASTERLY OF TWO
 CO1075'METAL WATER METER COVERS, AND 0.6 METER (2 FEET) WEST OF A TELEPHONE
 CO1075'CABLE POLE WITH A LARGE METAL BOX ATTACHED TO IT.
 CO1075'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CO1075'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 CO1075
 CO1075                          STATION RECOVERY (1992)
 CO1075
 CO1075'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CO1075'MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH SOUTHWEST OF MERIDIAN IN
 CO1075'THE SOUTHWEST ANGLE OF THE JUNCTION OF T.M. JONES ROAD WITH HIGHWAY
 CO1075'45 AND IS IN SECTION 18, T 5N, R 16E.
 CO1075'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO1075'BYPASS, ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD
 CO1075'HIGHWAY 45 FOR 2.6 MI (4.2 KM) TO A SIDE ROAD AND THE MARK ON THE
 CO1075'RIGHT.
 CO1075'MARK IS A STANDARD NGS DISK ON TOP OF A COPPER ROD ENCASED BY A 5 INCH
 CO1075'PLASTIC PIPE, ABOUT LEVEL WITH THE HIGHWAY, 4 INCHES BELOW THE
 CO1075'GROUND, 196 FT (59.7 M) WEST OF THE CENTER OF HIGHWAY 45, 125.5 FT
 CO1075'(38.3 M) NORTH OF THE NORTHWEST CORNER OF THE LIVING QUARTERS ON THE
 CO1075'WEST SIDE OF A STORE, 73.5 FT (22.4 M) NORTHEAST OF THE NORTHEAST
 CO1075'CORNER OF THE LOWER NORTH ADDITION TO A WHITE FRAME HOUSE, 69 FT
 CO1075'(21.0 M) SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE,
 CO1075'18 FT (5.5 M) SOUTH OF THE CENTER OF THE MOST WESTERLY OF TWO WATER
 CO1075'METERS COVERS, 1.8 FT (0.5 M) WEST OF A TELEPHONE CABLE POLE AND 1 FT
 CO1075'(0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0967 ***********************************************************************
 CO0967  DESIGNATION -  F 26
 CO0967  PID         -  CO0967
 CO0967  STATE/COUNTY-  MS/LEAKE
 CO0967  USGS QUAD   -  SINGLETON (1989)
 CO0967
 CO0967                         *CURRENT SURVEY CONTROL
 CO0967  ___________________________________________________________________
 CO0967* NAD 83(1986)-  32 55 34.     (N)    089 32 58.     (W)     SCALED    
 CO0967* NAVD 88     -       134.389  (meters)     440.91   (feet)  ADJUSTED  
 CO0967  ___________________________________________________________________
 CO0967  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CO0967  DYNAMIC HT  -         134.240 (meters)     440.42  (feet)  COMP
 CO0967  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CO0967
 CO0967  VERT ORDER  -  SECOND    CLASS 0
 CO0967
 CO0967.The horizontal coordinates were scaled from a topographic map and have
 CO0967.an estimated accuracy of +/- 6 seconds.
 CO0967
 CO0967.The orthometric height was determined by differential leveling
 CO0967.and adjusted in June 1991.
 CO0967
 CO0967.The geoid height was determined by GEOID03.
 CO0967
 CO0967.The dynamic height is computed by dividing the NAVD 88
 CO0967.geopotential number by the normal gravity value computed on the
 CO0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0967.degrees latitude (g = 980.6199 gals.).
 CO0967
 CO0967.The modeled gravity was interpolated from observed gravity values.
 CO0967
 CO0967;                    North         East    Units  Estimated Accuracy
 CO0967;SPC MS E     -   380,070.      233,020.      MT  (+/- 180 meters Scaled)
 CO0967
 CO0967                          SUPERSEDED SURVEY CONTROL
 CO0967
 CO0967  NGVD 29 (??/??/92)  134.395  (m)          440.93   (f) ADJ UNCH    2 0
 CO0967
 CO0967.Superseded values are not recommended for survey control.
 CO0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0967.See file dsdata.txt to determine how the superseded data were derived.
 CO0967
 CO0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB616459(NAD 83)
 CO0967_MARKER: DB = BENCH MARK DISK
 CO0967_SETTING: 0 = UNSPECIFIED SETTING
 CO0967_STAMPING: F26 1934
 CO0967_MARK LOGO: CGS   
 CO0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0967+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1988
 CO0967
 CO0967  HISTORY     - Date     Condition        Report By
 CO0967  HISTORY     - 1934     MONUMENTED       CGS
 CO0967  HISTORY     - 1973     GOOD             NGS
 CO0967  HISTORY     - 19880727 GOOD             MSHD
 CO0967
 CO0967                          STATION DESCRIPTION
 CO0967
 CO0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CO0967'9 MI SE FROM KOSCIUSKO.
 CO0967'THE MARK IS LOCATED 9 MILES SOUTHEAST OF KOSCUISKO, 0.3 MILE SOUTH OF
 CO0967'THE ATTALA-LEAKE COUNTY LINE, 0.15 MILE WEST OF STATE HIGHWAY 35, AT
 CO0967'DOSSVILLE, IN THE SOUTHWEST HEADWALL OF A BOX CULVERT, NEAR THE CENTER
 CO0967'OF THE N 1/2 OF SECTION 2, T12N, R7E.  TO REACH THE MARK FROM THE
 CO0967'JUNCTION OF HIGHWAY 35 AND THE NATCHEZ TRACE ABOUT 1 1/2 MILES SOUTH
 CO0967'OF KOSCUISKO, GO SOUTH ON HIGHWAY 35 FOR 4.3 MILES TO A ROAD SIDE PARK
 CO0967'ON THE LEFT, CONTINUE SOUTH ON HIGHWAY 35 FOR 3.5 MILES TO A DIRT ROAD
 CO0967'ON THE RIGHT LEADING DUE SOUTH, TURN RIGHT AND FOLLOW THIS DIRT ROAD
 CO0967'FOR 0.5 MILE TO A CULVERT AND THE MARK ON THE RIGHT. THE MARK IS A
 CO0967'DISK SET IN A CEMENT DRILLED HOLE, 13 FEET SOUTHWEST OF THE CENTERLINE
 CO0967'OF A DIRT ROAD, 54 FEET NORTHWEST OF THE CENTERLINE OF ANOTHER DIRT
 CO0967'ROAD, 84 FEET SOUTHEAST OF THE EAST CORNER OF THE ABANDONED DOSSVILLE
 CO0967'POST OFFICE, IN THE CENTER OF THE SOUTHWEST HEADWALL OF A 36 IN. BOX
 CO0967'CULVERT, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 CO0967
 CO0967                          STATION RECOVERY (1988)
 CO0967
 CO0967'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0967'THE MARK IS LOCATED 20.93 KM (13.00 MI) NORTH OF CARTHAGE, 0.24 KM
 CO0967'(0.15 MI) NORTH OF THE COUNTY LINE BAPTIST CHURCH, IN THE SOUTHEAST
 CO0967'QUARTER OF THE NORTHWEST QUARTER OF SECTION 2, T12 N, R7 E.
 CO0967'IT IS 24.08 M (79.0 FT) EAST OF POWER POLE NO. P133, 17.07 M
 CO0967'(56.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD, 4.57 M (15.0 FT) WEST
 CO0967'OF THE CENTER OF A GRAVEL ROAD, 0.61 M (2.0 FT) SOUTH OF A CARSONITE
 CO0967'WITNESS POST AND IS SET IN A DRILL HOLE IN THE CENTER OF A CONCRETE
 CO0967'BOX CULVERT, ABOUT LEVEL WITH THE ROAD.
 CO0967'THE 1973 TO REACH DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1258 ***********************************************************************
 DJ1258  DESIGNATION -  F 27
 DJ1258  PID         -  DJ1258
 DJ1258  STATE/COUNTY-  MS/CHOCTAW
 DJ1258  USGS QUAD   -  ACKERMAN (1972)
 DJ1258
 DJ1258                         *CURRENT SURVEY CONTROL
 DJ1258  ___________________________________________________________________
 DJ1258* NAD 83(1986)-  33 18 34.     (N)    089 10 23.     (W)     SCALED    
 DJ1258* NAVD 88     -       158.466  (meters)     519.90   (feet)  ADJUSTED  
 DJ1258  ___________________________________________________________________
 DJ1258  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ1258  DYNAMIC HT  -         158.290 (meters)     519.32  (feet)  COMP
 DJ1258  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DJ1258
 DJ1258  VERT ORDER  -  SECOND    CLASS 0
 DJ1258
 DJ1258.The horizontal coordinates were scaled from a topographic map and have
 DJ1258.an estimated accuracy of +/- 6 seconds.
 DJ1258
 DJ1258.The orthometric height was determined by differential leveling
 DJ1258.and adjusted in June 1991.
 DJ1258
 DJ1258.The geoid height was determined by GEOID03.
 DJ1258
 DJ1258.The dynamic height is computed by dividing the NAVD 88
 DJ1258.geopotential number by the normal gravity value computed on the
 DJ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1258.degrees latitude (g = 980.6199 gals.).
 DJ1258
 DJ1258.The modeled gravity was interpolated from observed gravity values.
 DJ1258
 DJ1258;                    North         East    Units  Estimated Accuracy
 DJ1258;SPC MS E     -   422,410.      268,370.      MT  (+/- 180 meters Scaled)
 DJ1258
 DJ1258                          SUPERSEDED SURVEY CONTROL
 DJ1258
 DJ1258  NGVD 29 (??/??/92)  158.423  (m)          519.76   (f) ADJ UNCH    2 0
 DJ1258
 DJ1258.Superseded values are not recommended for survey control.
 DJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1258.See file dsdata.txt to determine how the superseded data were derived.
 DJ1258
 DJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB976877(NAD 83)
 DJ1258_MARKER: DB = BENCH MARK DISK
 DJ1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1258_SP_SET: BRIDGE
 DJ1258_STAMPING: F-27 1934
 DJ1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1258
 DJ1258  HISTORY     - Date     Condition        Report By
 DJ1258  HISTORY     - 1934     MONUMENTED       CGS
 DJ1258  HISTORY     - 1970     GOOD             NGS
 DJ1258  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1258
 DJ1258                          STATION DESCRIPTION
 DJ1258
 DJ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1258'IN ACKERMAN.
 DJ1258'ALONG THE ILLINOIS CENTRAL RAILROAD, 1 POLE WEST OF MILEPOST NO.
 DJ1258'AJ-50.  AT HIGHWAY CONCRETE BRIDGE, ABOUT 300 FEET WEST OF DEPOT. SET
 DJ1258'ON THE NORTHEAST WINGWALL.
 DJ1258
 DJ1258                          STATION RECOVERY (1970)
 DJ1258
 DJ1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ1258'RECOVERED IN GOOD CONDITION.
 DJ1258
 DJ1258                          STATION RECOVERY (2000)
 DJ1258
 DJ1258'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0240 ***********************************************************************
 DK0240  DESIGNATION -  F 28
 DK0240  PID         -  DK0240
 DK0240  STATE/COUNTY-  MS/HOLMES
 DK0240  USGS QUAD   -  LEXINGTON SOUTH (1982)
 DK0240
 DK0240                         *CURRENT SURVEY CONTROL
 DK0240  ___________________________________________________________________
 DK0240* NAD 83(1986)-  33 06 44.     (N)    090 04 36.     (W)     SCALED    
 DK0240* NAVD 88     -        57.188  (meters)     187.62   (feet)  ADJUSTED  
 DK0240  ___________________________________________________________________
 DK0240  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DK0240  DYNAMIC HT  -          57.125 (meters)     187.42  (feet)  COMP
 DK0240  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 DK0240
 DK0240  VERT ORDER  -  SECOND    CLASS 0
 DK0240
 DK0240.The horizontal coordinates were scaled from a topographic map and have
 DK0240.an estimated accuracy of +/- 6 seconds.
 DK0240
 DK0240.The orthometric height was determined by differential leveling
 DK0240.and adjusted in June 1991.
 DK0240
 DK0240.The geoid height was determined by GEOID03.
 DK0240
 DK0240.The dynamic height is computed by dividing the NAVD 88
 DK0240.geopotential number by the normal gravity value computed on the
 DK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0240.degrees latitude (g = 980.6199 gals.).
 DK0240
 DK0240.The modeled gravity was interpolated from observed gravity values.
 DK0240
 DK0240;                    North         East    Units  Estimated Accuracy
 DK0240;SPC MS W     -   400,510.      723,960.      MT  (+/- 180 meters Scaled)
 DK0240
 DK0240                          SUPERSEDED SURVEY CONTROL
 DK0240
 DK0240  NGVD 29 (??/??/??)   57.245  (m)          187.81   (f) ADJUSTED    2 0
 DK0240
 DK0240.Superseded values are not recommended for survey control.
 DK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0240.See file dsdata.txt to determine how the superseded data were derived.
 DK0240
 DK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS727675(NAD 83)
 DK0240_MARKER: DB = BENCH MARK DISK
 DK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0240_STAMPING: F 28 1934
 DK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0240+STABILITY: SURFACE MOTION
 DK0240
 DK0240  HISTORY     - Date     Condition        Report By
 DK0240  HISTORY     - 1934     MONUMENTED       CGS
 DK0240  HISTORY     - 1976     MARK NOT FOUND   USGS
 DK0240
 DK0240                          STATION DESCRIPTION
 DK0240
 DK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0240'2.0 MI W FROM LEXINGTON.
 DK0240'2.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD, FORMERLY THE YAZOO
 DK0240'AND MISSISSIPPI VALLEY RAILROAD, FROM THE STATION AT LEXINGTON, HOLMES
 DK0240'COUNTY, 5 POLES WEST OF MILEPOST D 14, AT THE END OF A CUT THROUGH A
 DK0240'SMALL HILL, 24 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 DK0240'SOUTH OF A POLE.  A STANDARD DISK, STAMPED F 28 1934 AND SET IN THE
 DK0240'TOP OF A CONCRETE POST.
 DK0240'NOTE--RAILROAD POLES AND MILEPOSTS HAVE BEEN REMOVED.
 DK0240
 DK0240                          STATION RECOVERY (1976)
 DK0240
 DK0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DK0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1421 ***********************************************************************
 DJ1421  DESIGNATION -  F 29
 DJ1421  PID         -  DJ1421
 DJ1421  STATE/COUNTY-  MS/YALOBUSHA
 DJ1421  USGS QUAD   -  SCOBEY (1983)
 DJ1421
 DJ1421                         *CURRENT SURVEY CONTROL
 DJ1421  ___________________________________________________________________
 DJ1421* NAD 83(1986)-  33 56 18.     (N)    089 51 42.     (W)     SCALED    
 DJ1421* NAVD 88     -       107.738  (meters)     353.47   (feet)  ADJUSTED  
 DJ1421  ___________________________________________________________________
 DJ1421  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DJ1421  DYNAMIC HT  -         107.630 (meters)     353.12  (feet)  COMP
 DJ1421  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 DJ1421
 DJ1421  VERT ORDER  -  SECOND    CLASS 0
 DJ1421
 DJ1421.The horizontal coordinates were scaled from a topographic map and have
 DJ1421.an estimated accuracy of +/- 6 seconds.
 DJ1421
 DJ1421.The orthometric height was determined by differential leveling
 DJ1421.and adjusted in June 1991.
 DJ1421
 DJ1421.The geoid height was determined by GEOID03.
 DJ1421
 DJ1421.The dynamic height is computed by dividing the NAVD 88
 DJ1421.geopotential number by the normal gravity value computed on the
 DJ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1421.degrees latitude (g = 980.6199 gals.).
 DJ1421
 DJ1421.The modeled gravity was interpolated from observed gravity values.
 DJ1421
 DJ1421;                    North         East    Units  Estimated Accuracy
 DJ1421;SPC MS W     -   492,210.      743,600.      MT  (+/- 180 meters Scaled)
 DJ1421
 DJ1421                          SUPERSEDED SURVEY CONTROL
 DJ1421
 DJ1421  NGVD 29 (??/??/92)  107.748  (m)          353.50   (f) ADJ UNCH    2 0
 DJ1421
 DJ1421.Superseded values are not recommended for survey control.
 DJ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1421.See file dsdata.txt to determine how the superseded data were derived.
 DJ1421
 DJ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC354590(NAD 83)
 DJ1421_MARKER: DB = BENCH MARK DISK
 DJ1421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1421_SP_SET: ABUTMENT
 DJ1421_STAMPING: F-29 1934
 DJ1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1421
 DJ1421  HISTORY     - Date     Condition        Report By
 DJ1421  HISTORY     - 1934     MONUMENTED       CGS
 DJ1421  HISTORY     - 1973     GOOD             MSHD
 DJ1421  HISTORY     - 20080212 MARK NOT FOUND   MSDOT
 DJ1421
 DJ1421                          STATION DESCRIPTION
 DJ1421
 DJ1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1421'IN SCOBEY.
 DJ1421'ALONG THE ILLINOIS CENTRAL RAILROAD 11 POLES SOUTH OF DEPOT.  14 POLES
 DJ1421'NORTH OF MILEPOST NO. N.O. 306.  AT BRIDGE NO. J-480.7.  SET ON THE
 DJ1421'EAST END OF THE NORTH ABUTMENT.
 DJ1421
 DJ1421                          STATION RECOVERY (1973)
 DJ1421
 DJ1421'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1421'THE MARK IS LOCATED 3.7 MILES SE OF TILLATOBA, 0.2 MILES SOUTH OF THE
 DJ1421'CROSSING AT SCOBEY IN THE EAST END OF THE NORTH ABUTMENT OF ICRR
 DJ1421'BRIDGE NO. J480.7, 8.5 MILES SE OF OAKLAND, 11.2 MILES WSW OF
 DJ1421'COFFEEVILLE IN THE NW 1/4 OF THE NE 1/4 OF SECTION 22, T 24N, R 4E.
 DJ1421'IT IS 5 FEET EAST OF THE EAST RAIL, 187 FEET SOUTH OF A WHISTLE POST,
 DJ1421'2.5 FEET WEST OF THE EAST END OF THE ABUTMENT, 1 FOOT SOUTH OF A
 DJ1421'METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 DJ1421'CONCRETE ABUTMENT OF A RAILROAD BRIDGE AND IS ABOUT 1 1/2 FEET BELOW
 DJ1421'THE LEVEL OF THE TRACK. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 7
 DJ1421'AND U.S. HIGHWAY 51 ABOUT 6 MILES NORTH OF GRENADA GO NORTH ON U.S.
 DJ1421'HIGHWAY 51 FOR 2.8 MILES TO A CROSSROAD AND THE COUNTY LINE. CONTINUE
 DJ1421'NW ON U.S. HIGHWAY 51 FOR 0.5 MILE TO AN ANGLING SIDE ROAD RIGHT.
 DJ1421'TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD FOR 2 MILES TO A
 DJ1421'CROSSROAD. TURN RIGHT AND GO EAST ON A BLACK TOP ROAD PASSING UNDER
 DJ1421'I-55 FOR 0.15 MILE TO A CROSSROAD JUST BEYOND THE RAILROAD TRACK.
 DJ1421'TURN RIGHT AND GO SOUTH ON A NARROW GRAVELED ROAD FOR 0.2 MILE TO THE
 DJ1421'BRIDGE AND THE MARK ON THE RIGHT.
 DJ1421
 DJ1421                          STATION RECOVERY (2008)
 DJ1421
 DJ1421'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1421'MARK HAS APPARENTLY BEEN COVERED BY A 12 IN. X 12 IN. X 36 IN.
 DJ1421'CONCRETE BEAM INSTALLED BY THE RAILROAD TO HOLD ADDITIONAL ROCK. THIS
 DJ1421'BEAM IS PINNED IN PLACE AND COULD CONCEIVABLY BE REMOVED TO GAIN
 DJ1421'ACCESS TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0380 ***********************************************************************
 BH0380  DESIGNATION -  F 3 BOLT MRC
 BH0380  PID         -  BH0380
 BH0380  STATE/COUNTY-  MS/HARRISON
 BH0380  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0380
 BH0380                         *CURRENT SURVEY CONTROL
 BH0380  ___________________________________________________________________
 BH0380* NAD 83(1986)-  30 24 42.     (N)    088 50 27.     (W)     SCALED    
 BH0380* NAVD 88     -         4.69   (+/-2cm)      15.4    (feet)  VERTCON   
 BH0380  ___________________________________________________________________
 BH0380  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0380  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0380
 BH0380.The horizontal coordinates were scaled from a topographic map and have
 BH0380.an estimated accuracy of +/- 6 seconds.
 BH0380
 BH0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0380.The vertical order pertains to the NGVD 29 superseded value.
 BH0380
 BH0380.The geoid height was determined by GEOID03.
 BH0380
 BH0380;                    North         East    Units  Estimated Accuracy
 BH0380;SPC MS E     -   101,060.      299,280.      MT  (+/- 180 meters Scaled)
 BH0380
 BH0380                          SUPERSEDED SURVEY CONTROL
 BH0380
 BH0380  NGVD 29 (??/??/??)    4.651  (m)           15.26   (f) ADJUSTED    1 2
 BH0380
 BH0380.Superseded values are not recommended for survey control.
 BH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0380.See file dsdata.txt to determine how the superseded data were derived.
 BH0380
 BH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU231658(NAD 83)
 BH0380_MARKER: B = BOLT
 BH0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0380_SP_SET: TILE
 BH0380_STAMPING: F 3
 BH0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0380
 BH0380  HISTORY     - Date     Condition        Report By
 BH0380  HISTORY     - UNK      MONUMENTED       MRC
 BH0380  HISTORY     - 1969     GOOD             CGS
 BH0380
 BH0380                          STATION DESCRIPTION
 BH0380
 BH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0380'2.6 MI E FROM BILOXI.
 BH0380'IN JACKSON COUNTY, ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE
 BH0380'DUKATE SCHOOL AT BILOXI, HARRISON COUNTY ABOUT 100 YARDS SOUTHEAST OF
 BH0380'THE EAST END OF THE LOUISVILLE AND NASHVILLE RAILROAD BRIDGE, ABOUT
 BH0380'100 YARDS NORTHEAST OF THE EAST END OF THE BRIDGE FOR U.S. HIGHWAY 90,
 BH0380'ON THE NORTH EDGE OF A LOW SANDY TIMBERED RIDGE EXTENDING EASTWARD
 BH0380'FROM THE OYSTER PLANT, AND AT THE NORTH SIDE OF A ROAD ALONG THE TOP
 BH0380'OF THE RIDGE.  A COPPER BOLT, IN THE TOP OF A VITRIFIED TILE ABOUT 3
 BH0380'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BH0380'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED F 3.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1447 ***********************************************************************
 BH1447  DESIGNATION -  F 3 CAP MRC
 BH1447  PID         -  BH1447
 BH1447  STATE/COUNTY-  MS/HARRISON
 BH1447  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH1447
 BH1447                         *CURRENT SURVEY CONTROL
 BH1447  ___________________________________________________________________
 BH1447* NAD 83(1986)-  30 24 42.     (N)    088 50 27.     (W)     SCALED    
 BH1447* NAVD 88     -         5.96   (+/-2cm)      19.6    (feet)  VERTCON   
 BH1447  ___________________________________________________________________
 BH1447  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH1447  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1447
 BH1447.The horizontal coordinates were scaled from a topographic map and have
 BH1447.an estimated accuracy of +/- 6 seconds.
 BH1447
 BH1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1447.The vertical order pertains to the NGVD 29 superseded value.
 BH1447
 BH1447.The geoid height was determined by GEOID03.
 BH1447
 BH1447;                    North         East    Units  Estimated Accuracy
 BH1447;SPC MS E     -   101,060.      299,280.      MT  (+/- 180 meters Scaled)
 BH1447
 BH1447                          SUPERSEDED SURVEY CONTROL
 BH1447
 BH1447  NGVD 29 (??/??/??)    5.919  (m)           19.42   (f) ADJUSTED    1 2
 BH1447
 BH1447.Superseded values are not recommended for survey control.
 BH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1447.See file dsdata.txt to determine how the superseded data were derived.
 BH1447
 BH1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU231658(NAD 83)
 BH1447_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BH1447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1447_SP_SET: TILE
 BH1447_STAMPING: F 3
 BH1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1447
 BH1447  HISTORY     - Date     Condition        Report By
 BH1447  HISTORY     - UNK      MONUMENTED       MRC
 BH1447  HISTORY     - 1969     GOOD             CGS
 BH1447
 BH1447                          STATION DESCRIPTION
 BH1447
 BH1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH1447'2.6 MI E FROM BILOXI.
 BH1447'IN JACKSON COUNTY, ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE
 BH1447'DUKATE SCHOOL AT BILOXI, HARRISON COUNTY ABOUT 100 YARDS SOUTHEAST OF
 BH1447'THE EAST END OF THE LOUISVILLE AND NASHVILLE RAILROAD BRIDGE, ABOUT
 BH1447'100 YARDS NORTHEAST OF THE EAST END OF THE BRIDGE FOR U.S. HIGHWAY 90,
 BH1447'ON THE NORTH EDGE OF A LOW SANDY TIMBERED RIDGE EXTENDING EASTWARD
 BH1447'FROM THE OYSTER PLANT, AND AT THE NORTH SIDE OF A ROAD ALONG THE TOP
 BH1447'OF THE RIDGE.
 BH1447'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 BH1447'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED F 3.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0328 ***********************************************************************
 EH0328  DESIGNATION -  F 30
 EH0328  PID         -  EH0328
 EH0328  STATE/COUNTY-  MS/QUITMAN
 EH0328  USGS QUAD   -  MARKS (1969)
 EH0328
 EH0328                         *CURRENT SURVEY CONTROL
 EH0328  ___________________________________________________________________
 EH0328* NAD 83(1986)-  34 15 12.     (N)    090 16 09.     (W)     SCALED    
 EH0328* NAVD 88     -        50.688  (meters)     166.30   (feet)  ADJUSTED  
 EH0328  ___________________________________________________________________
 EH0328  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0328  DYNAMIC HT  -          50.639 (meters)     166.14  (feet)  COMP
 EH0328  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 EH0328
 EH0328  VERT ORDER  -  SECOND    CLASS 0
 EH0328
 EH0328.The horizontal coordinates were scaled from a topographic map and have
 EH0328.an estimated accuracy of +/- 6 seconds.
 EH0328
 EH0328.The orthometric height was determined by differential leveling
 EH0328.and adjusted in June 1991.
 EH0328
 EH0328.The geoid height was determined by GEOID03.
 EH0328
 EH0328.The dynamic height is computed by dividing the NAVD 88
 EH0328.geopotential number by the normal gravity value computed on the
 EH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0328.degrees latitude (g = 980.6199 gals.).
 EH0328
 EH0328.The modeled gravity was interpolated from observed gravity values.
 EH0328
 EH0328;                    North         East    Units  Estimated Accuracy
 EH0328;SPC MS W     -   527,050.      705,910.      MT  (+/- 180 meters Scaled)
 EH0328
 EH0328                          SUPERSEDED SURVEY CONTROL
 EH0328
 EH0328  NGVD 29 (??/??/??)   50.734  (m)          166.45   (f) ADJUSTED    2 0
 EH0328
 EH0328.Superseded values are not recommended for survey control.
 EH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0328.See file dsdata.txt to determine how the superseded data were derived.
 EH0328
 EH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT514936(NAD 83)
 EH0328_MARKER: DB = BENCH MARK DISK
 EH0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0328_SP_SET: BUILDING
 EH0328_STAMPING: F-30 1934
 EH0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0328
 EH0328  HISTORY     - Date     Condition        Report By
 EH0328  HISTORY     - 1934     MONUMENTED       CGS
 EH0328  HISTORY     - 1977     GOOD             DOD
 EH0328  HISTORY     - 20030717 MARK NOT FOUND   USACE
 EH0328  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0328
 EH0328                          STATION DESCRIPTION
 EH0328
 EH0328'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977
 EH0328'IN MARKS.
 EH0328'THE MARK IS LOCATED ABOUT 0.2 MILE SOUTH OF THE CENTER OF MARKS
 EH0328'NEAR THE NORTHEAST CORNER OF THE MARKS JUNION HIGH SCHOOL ON THE
 EH0328'CORNER OF ASH AND LOCUST STREET IN THE SOUTHEAST 1/4 OF SECTION 35,
 EH0328'T 28N, R 10W.  IT IS 95 FEET SOUTH OF THE CENTER OF ASH STREET,
 EH0328'114 FEET WEST OF THE CENTER OF LOCUST STREET, 59 FEET EAST OF THE
 EH0328'CENTER OF THE NORTH ENTRANCE TO THE SCHOOL, 7.5 FEET WEST OF THE
 EH0328'NORTHEAST CORNER OF THE SCHOOL SET VERTICALLY IN A DRILL HOLE IN
 EH0328'THE FACE OF THE NORTH WALL OF A RED BRICK SHED AND IS 4.5 FEET
 EH0328'ABOVE THE GROUND.  TO REACH FROM THE POST OFFICE IN MARKS GO SOUTH
 EH0328'ON POPLAR STREET 0.15 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 EH0328'EAST ON ASH STREET FOR ABOUT 100 YARDS TO THE MARK ON THE RIGHT.
 EH0328
 EH0328                          STATION RECOVERY (2003)
 EH0328
 EH0328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0328'MARK NOT FOUND.
 EH0328
 EH0328                          STATION RECOVERY (2008)
 EH0328
 EH0328'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0328'MARK APPARENTLY DESTROYED AS THE SCHOOL AND THE MARK MOUNTED
 EH0328'VERTICALLY IN ITS WALL HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1287 ***********************************************************************
 EG1287  DESIGNATION -  F 31 RESET 1977
 EG1287  PID         -  EG1287
 EG1287  STATE/COUNTY-  MS/LAFAYETTE
 EG1287  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1287
 EG1287                         *CURRENT SURVEY CONTROL
 EG1287  ___________________________________________________________________
 EG1287* NAD 83(1986)-  34 18 41.     (N)    089 35 02.     (W)     SCALED    
 EG1287* NAVD 88     -       111.07   (+/-2cm)     364.4    (feet)  VERTCON   
 EG1287  ___________________________________________________________________
 EG1287  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EG1287  VERT ORDER  -  THIRD (See Below)
 EG1287
 EG1287.The horizontal coordinates were scaled from a topographic map and have
 EG1287.an estimated accuracy of +/- 6 seconds.
 EG1287
 EG1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1287.The vertical order pertains to the NGVD 29 superseded value.
 EG1287
 EG1287.The geoid height was determined by GEOID03.
 EG1287
 EG1287;                    North         East    Units  Estimated Accuracy
 EG1287;SPC MS E     -   533,740.      230,920.      MT  (+/- 180 meters Scaled)
 EG1287
 EG1287                          SUPERSEDED SURVEY CONTROL
 EG1287
 EG1287  NGVD 29 (08/12/04)  111.05   (m)          364.3    (f) RESET       3  
 EG1287
 EG1287.Superseded values are not recommended for survey control.
 EG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1287.See file dsdata.txt to determine how the superseded data were derived.
 EG1287
 EG1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC622997(NAD 83)
 EG1287_MARKER: DB = BENCH MARK DISK
 EG1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1287_STAMPING: F 31 1934 RESET 1977
 EG1287_PROJECTION: PROJECTING 15 CENTIMETERS
 EG1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1287+STABILITY: SURFACE MOTION
 EG1287
 EG1287  HISTORY     - Date     Condition        Report By
 EG1287  HISTORY     - 1977     MONUMENTED       NGS
 EG1287  HISTORY     - 20080123 MARK NOT FOUND   MSDOT
 EG1287
 EG1287                          STATION DESCRIPTION
 EG1287
 EG1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EG1287'5.1 MI SW FROM OXFORD.
 EG1287'0.1 MILE SOUTH ALONG LAMAR STREET FROM THE COURTHOUSE IN OXFORD,
 EG1287'THENCE 0.6 MILE WEST ALONG UNIVERSITY AVE., THENCE 3.6 MILES SOUTHWEST
 EG1287'ALONG TAYLOR RD. TO A FORK, THENCE 1.8 MILES ON THE RIGHT FORK TO
 EG1287'HOUSE AND MARK ON LEFT, 53.5 FT. WEST OF THE WEST CORNER OF HOUSE,
 EG1287'42 FT. SOUTH-SOUTHEAST OF THE CENTER OF ROAD, 11.5 FT. SOUTH OF POWER
 EG1287'POLE WITH TRANSFORMER AND 1.0 FT. EAST OF A METAL GATE POST.
 EG1287
 EG1287                          STATION RECOVERY (2008)
 EG1287
 EG1287'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0955 ***********************************************************************
 EG0955  DESIGNATION -  F 32
 EG0955  PID         -  EG0955
 EG0955  STATE/COUNTY-  MS/MARSHALL
 EG0955  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG0955
 EG0955                         *CURRENT SURVEY CONTROL
 EG0955  ___________________________________________________________________
 EG0955* NAD 83(1986)-  34 48 33.     (N)    089 25 13.     (W)     SCALED    
 EG0955* NAVD 88     -       147.417  (meters)     483.65   (feet)  ADJUSTED  
 EG0955  ___________________________________________________________________
 EG0955  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0955  DYNAMIC HT  -         147.274 (meters)     483.18  (feet)  COMP
 EG0955  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 EG0955
 EG0955  VERT ORDER  -  SECOND    CLASS 0
 EG0955
 EG0955.The horizontal coordinates were scaled from a topographic map and have
 EG0955.an estimated accuracy of +/- 6 seconds.
 EG0955
 EG0955.The orthometric height was determined by differential leveling
 EG0955.and adjusted in June 1991.
 EG0955
 EG0955.The geoid height was determined by GEOID03.
 EG0955
 EG0955.The dynamic height is computed by dividing the NAVD 88
 EG0955.geopotential number by the normal gravity value computed on the
 EG0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0955.degrees latitude (g = 980.6199 gals.).
 EG0955
 EG0955.The modeled gravity was interpolated from observed gravity values.
 EG0955
 EG0955;                    North         East    Units  Estimated Accuracy
 EG0955;SPC MS E     -   588,860.      246,300.      MT  (+/- 180 meters Scaled)
 EG0955
 EG0955                          SUPERSEDED SURVEY CONTROL
 EG0955
 EG0955  NGVD 29 (??/??/92)  147.366  (m)          483.48   (f) ADJ UNCH    2 0
 EG0955
 EG0955.Superseded values are not recommended for survey control.
 EG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0955.See file dsdata.txt to determine how the superseded data were derived.
 EG0955
 EG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD786545(NAD 83)
 EG0955_MARKER: DB = BENCH MARK DISK
 EG0955_SETTING: 0 = UNSPECIFIED SETTING
 EG0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0955
 EG0955  HISTORY     - Date     Condition        Report By
 EG0955  HISTORY     - UNK      MONUMENTED       CGS
 EG0955  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG0955
 EG0955                          STATION DESCRIPTION
 EG0955
 EG0955'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0955'3.1 MI NE FROM HOLLY SPRINGS.
 EG0955'LOCATED 3.1 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 EG0955'THE STATION AT HOLLY SPRINGS.  IT IS 11 POLES NORTH OF MILEPOST C540,
 EG0955'62 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 37 FEET WEST OF ROW
 EG0955'FENCE, AND 18 FEET EAST OF THE CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1050 ***********************************************************************
 EG1050  DESIGNATION -  F 33
 EG1050  PID         -  EG1050
 EG1050  STATE/COUNTY-  MS/LAFAYETTE
 EG1050  USGS QUAD   -  DENMARK (1980)
 EG1050
 EG1050                         *CURRENT SURVEY CONTROL
 EG1050  ___________________________________________________________________
 EG1050* NAD 83(1986)-  34 15 44.     (N)    089 16 04.     (W)     SCALED    
 EG1050* NAVD 88     -       113.407  (meters)     372.07   (feet)  ADJUSTED  
 EG1050  ___________________________________________________________________
 EG1050  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EG1050  DYNAMIC HT  -         113.294 (meters)     371.70  (feet)  COMP
 EG1050  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 EG1050
 EG1050  VERT ORDER  -  SECOND    CLASS 0
 EG1050
 EG1050.The horizontal coordinates were scaled from a topographic map and have
 EG1050.an estimated accuracy of +/- 6 seconds.
 EG1050
 EG1050.The orthometric height was determined by differential leveling
 EG1050.and adjusted in June 1991.
 EG1050
 EG1050.The geoid height was determined by GEOID03.
 EG1050
 EG1050.The dynamic height is computed by dividing the NAVD 88
 EG1050.geopotential number by the normal gravity value computed on the
 EG1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1050.degrees latitude (g = 980.6199 gals.).
 EG1050
 EG1050.The modeled gravity was interpolated from observed gravity values.
 EG1050
 EG1050;                    North         East    Units  Estimated Accuracy
 EG1050;SPC MS E     -   528,120.      259,990.      MT  (+/- 180 meters Scaled)
 EG1050
 EG1050                          SUPERSEDED SURVEY CONTROL
 EG1050
 EG1050  NGVD 29 (??/??/92)  113.364  (m)          371.93   (f) ADJ UNCH    2 0
 EG1050
 EG1050.Superseded values are not recommended for survey control.
 EG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1050.See file dsdata.txt to determine how the superseded data were derived.
 EG1050
 EG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC912935(NAD 83)
 EG1050_MARKER: DB = BENCH MARK DISK
 EG1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1050_SP_SET: FOOTWALL
 EG1050_STAMPING: F-33 1934
 EG1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1050
 EG1050  HISTORY     - Date     Condition        Report By
 EG1050  HISTORY     - 1934     MONUMENTED       CGS
 EG1050  HISTORY     - 1977     GOOD             MSHD
 EG1050
 EG1050                          STATION DESCRIPTION
 EG1050
 EG1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1050'2.0 MI W FROM TOCCOPOLA.
 EG1050'2.0 MILES WEST OF CONSOLIDATED HIGH SCHOOL AT TOCCOPOLA ALONG STATE
 EG1050'HIGHWAY NO. 6 AT 4 FOOT CONCRETE BOX CULVERT, HALF WAY UP LONG WEST
 EG1050'SLOPE.  SET IN EAST END OF SOUTH CONCRETE FOOTWALL.
 EG1050
 EG1050                          STATION RECOVERY (1977)
 EG1050
 EG1050'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1050'THE MARK IS LOCATED 15.7 MILES SOUTHEAST OF OXFORD IN A CULVERT 2
 EG1050'MILES WEST OF TOCCOPOLA, 1.45 MILES WEST ALONG STATE HIGHWAY 334 FROM
 EG1050'THE LAFAYETTE- PONTOTOC COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION
 EG1050'35, T 9S, R 1W. IT IS 13.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 EG1050'334, 1.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE CULVERT SET IN A
 EG1050'DRILL HOLE IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 3 X 3
 EG1050'FOOT CONCRETE BOX CULVERT AND IS ABOUT LEVEL WITH THE CENTER OF THE
 EG1050'HIGHWAY. TO REACH FROM THE COURTHOUSE IN OXFORD GO SOUTH ON LAMAR
 EG1050'STREET FOR 0.15 MILE TO THE INTERSECTION OF UNIVERSITY AVENUE. TURN
 EG1050'LEFT AND GO EAST ON UNIVERSITY AVENUE FOR 1.15 MILES TO THE JUNCTION
 EG1050'OF HIGHWAY 334. TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 334 FOR 12
 EG1050'MILES TO THE JUNCTION OF STATE HIGHWAY 331. CONTINUE EAST ON STATE
 EG1050'HIGHWAY 331 FOR 5 MILES TO A SIDE ROAD LEFT. CONTINUE EAST ON STATE
 EG1050'HIGHWAY 334 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1334 ***********************************************************************
 EG1334  DESIGNATION -  F 342
 EG1334  PID         -  EG1334
 EG1334  STATE/COUNTY-  MS/TISHOMINGO
 EG1334  USGS QUAD   -  IUKA (1984)
 EG1334
 EG1334                         *CURRENT SURVEY CONTROL
 EG1334  ___________________________________________________________________
 EG1334* NAD 83(1986)-  34 48 46.     (N)    088 11 48.     (W)     SCALED    
 EG1334* NAVD 88     -       177.630  (meters)     582.77   (feet)  ADJUSTED  
 EG1334  ___________________________________________________________________
 EG1334  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1334  DYNAMIC HT  -         177.461 (meters)     582.22  (feet)  COMP
 EG1334  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 EG1334
 EG1334  VERT ORDER  -  FIRST     CLASS II
 EG1334
 EG1334.The horizontal coordinates were scaled from a topographic map and have
 EG1334.an estimated accuracy of +/- 6 seconds.
 EG1334
 EG1334.The orthometric height was determined by differential leveling
 EG1334.and adjusted in June 1991.
 EG1334
 EG1334.The geoid height was determined by GEOID03.
 EG1334
 EG1334.The dynamic height is computed by dividing the NAVD 88
 EG1334.geopotential number by the normal gravity value computed on the
 EG1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1334.degrees latitude (g = 980.6199 gals.).
 EG1334
 EG1334.The modeled gravity was interpolated from observed gravity values.
 EG1334
 EG1334;                    North         East    Units  Estimated Accuracy
 EG1334;SPC MS E     -   589,290.      358,250.      MT  (+/- 180 meters Scaled)
 EG1334
 EG1334                          SUPERSEDED SURVEY CONTROL
 EG1334
 EG1334.No superseded survey control is available for this station.
 EG1334
 EG1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD905529(NAD 83)
 EG1334_MARKER: I = METAL ROD
 EG1334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1334_SP_SET: STAINLESS STEEL ROD
 EG1334_STAMPING: F 342 1983
 EG1334_MARK LOGO: NGS   
 EG1334_PROJECTION: FLUSH
 EG1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1334_ROD/PIPE-DEPTH: 13.4 meters
 EG1334
 EG1334  HISTORY     - Date     Condition        Report By
 EG1334  HISTORY     - 1983     MONUMENTED       NGS
 EG1334
 EG1334                          STATION DESCRIPTION
 EG1334
 EG1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1334'IN IUKA.
 EG1334'IN IUKA, AT THE UNITED STATES POST OFFICE ON WEST EASTPORT STREET,
 EG1334'5.18 METERS (17.0 FT) SOUTH OF THE CENTER OF WEST EASTPORT STREET,
 EG1334'25.76 METERS (84.5 FT) NORTH OF THE NORTHWEST CORNER OF POST OFFICE,
 EG1334'8.66 METERS (28.4 FT) EAST OF THE CENTER OF ENTRANCE DRIVE TO POST
 EG1334'OFFICE, 1.04 METERS (3.4 FT) EAST OF A POWERLINE POLE.  NOTE, ROD
 EG1334'ANCHORED.
 EG1334'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 EG1334'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1367 ***********************************************************************
 EG1367  DESIGNATION -  F 343
 EG1367  PID         -  EG1367
 EG1367  STATE/COUNTY-  MS/ALCORN
 EG1367  USGS QUAD   -  RIENZI (1982)
 EG1367
 EG1367                         *CURRENT SURVEY CONTROL
 EG1367  ___________________________________________________________________
 EG1367* NAD 83(1986)-  34 47 12.     (N)    088 33 32.     (W)     SCALED    
 EG1367* NAVD 88     -       145.294  (meters)     476.69   (feet)  ADJUSTED  
 EG1367  ___________________________________________________________________
 EG1367  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1367  DYNAMIC HT  -         145.156 (meters)     476.23  (feet)  COMP
 EG1367  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EG1367
 EG1367  VERT ORDER  -  FIRST     CLASS II
 EG1367
 EG1367.The horizontal coordinates were scaled from a topographic map and have
 EG1367.an estimated accuracy of +/- 6 seconds.
 EG1367
 EG1367.The orthometric height was determined by differential leveling
 EG1367.and adjusted in June 1991.
 EG1367
 EG1367.The geoid height was determined by GEOID03.
 EG1367
 EG1367.The dynamic height is computed by dividing the NAVD 88
 EG1367.geopotential number by the normal gravity value computed on the
 EG1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1367.degrees latitude (g = 980.6199 gals.).
 EG1367
 EG1367.The modeled gravity was interpolated from observed gravity values.
 EG1367
 EG1367;                    North         East    Units  Estimated Accuracy
 EG1367;SPC MS E     -   586,240.      325,120.      MT  (+/- 180 meters Scaled)
 EG1367
 EG1367                          SUPERSEDED SURVEY CONTROL
 EG1367
 EG1367.No superseded survey control is available for this station.
 EG1367
 EG1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD573504(NAD 83)
 EG1367_MARKER: I = METAL ROD
 EG1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1367_SP_SET: STAINLESS STEEL ROD
 EG1367_STAMPING: F 343 1983
 EG1367_MARK LOGO: NGS   
 EG1367_PROJECTION: FLUSH
 EG1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1367_ROD/PIPE-DEPTH: 4.87 meters
 EG1367
 EG1367  HISTORY     - Date     Condition        Report By
 EG1367  HISTORY     - 1983     MONUMENTED       NGS
 EG1367
 EG1367                          STATION DESCRIPTION
 EG1367
 EG1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1367'16.3 KM (10.15 MI) SOUT FROM CORINTH.
 EG1367'16.3 KM (10.15 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY
 EG1367'72 OVERPASS ON THE WEST EDGE OF CORINTH, ON HIGHWAY RIGHT-OF-WAY ON
 EG1367'THE EAST SIDE OF THE HIGHWAY, AT A CORNER FENCE POST, ALSO, 13.2 KM
 EG1367'(8.2 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE ROUTE
 EG1367'30 AND 4 EAST IN BOONESVILLE, 14.57 METERS (47.8 FT) EAST OF THE
 EG1367'CENTERLINE OF THE HIGHWAY, 21.73 METERS (71.3 FT) SOUTH OF A CONCRETE
 EG1367'RIGHT-OF-WAY MARKER, 0.70 METERS (2.3 FT) SOUTH OF A CORNER FENCE
 EG1367'POST, AND 0.64 METERS (2.1 FT) NORTH OF A BRACE POST IN THE FENCE
 EG1367'LINE.  NOTE, ROD WAS ANCHORED.
 EG1367'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 EG1367'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2499 ***********************************************************************
 EH2499  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2499  FBN         -  This is a Federal Base Network Control Station.
 EH2499  DESIGNATION -  F 344
 EH2499  PID         -  EH2499
 EH2499  STATE/COUNTY-  MS/TUNICA
 EH2499  USGS QUAD   -  COUNCIL (1991)
 EH2499
 EH2499                         *CURRENT SURVEY CONTROL
 EH2499  ___________________________________________________________________
 EH2499* NAD 83(2007)-  34 46 17.06869(N)    090 24 10.47391(W)     ADJUSTED  
 EH2499* NAVD 88     -        62.06   (meters)     203.6    (feet)  GPS OBS   
 EH2499  ___________________________________________________________________
 EH2499  EPOCH DATE  -        2002.00
 EH2499  X           -     -36,882.757 (meters)                     COMP
 EH2499  Y           -  -5,244,830.137 (meters)                     COMP
 EH2499  Z           -   3,617,084.502 (meters)                     COMP
 EH2499  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EH2499  ELLIP HEIGHT-          35.008 (meters)          (02/10/07) ADJUSTED
 EH2499  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EH2499
 EH2499  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH2499  Type    PID    Designation                      North   East  Ellip
 EH2499  -------------------------------------------------------------------
 EH2499  NETWORK EH2499 F 344                             0.37   0.29   0.78
 EH2499  -------------------------------------------------------------------
 EH2499
 EH2499.The horizontal coordinates were established by GPS observations
 EH2499.and adjusted by the National Geodetic Survey in February 2007.
 EH2499
 EH2499.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2499.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2499.The horizontal coordinates are valid at the epoch date displayed above.
 EH2499.The epoch date for horizontal control is a decimal equivalence
 EH2499.of Year/Month/Day.
 EH2499
 EH2499.The orthometric height was determined by GPS observations and a
 EH2499.high-resolution geoid model.
 EH2499.The orthometric height was determined by GPS observations and a
 EH2499.high-resolution geoid model using precise GPS observation and
 EH2499.processing techniques. It supersedes the leveled height previously
 EH2499.determined for this station.
 EH2499
 EH2499.Photographs are available for this station.
 EH2499
 EH2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2499
 EH2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2499
 EH2499.The ellipsoidal height was determined by GPS observations
 EH2499.and is referenced to NAD 83.
 EH2499
 EH2499.The geoid height was determined by GEOID03.
 EH2499
 EH2499;                    North         East     Units Scale Factor Converg.
 EH2499;SPC MS W     -   584,516.950   693,631.231   MT  0.99995050   -0 02 22.8
 EH2499;SPC MS W     - 1,917,702.69  2,275,688.46   sFT  0.99995050   -0 02 22.8
 EH2499;UTM  15      - 3,850,766.820   737,674.672   MT  1.00029630   +1 28 54.6
 EH2499
 EH2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2499!SPC MS W     -   0.99999450  x   0.99995050  =   0.99994501
 EH2499!UTM  15      -   0.99999450  x   1.00029630  =   1.00029080
 EH2499
 EH2499                          SUPERSEDED SURVEY CONTROL
 EH2499
 EH2499  ELLIP H (04/15/02)   34.998  (m)                       GP(       ) 4 2
 EH2499  NAD 83(1993)-  34 46 17.06849(N)    090 24 10.47333(W) AD(       ) B
 EH2499  ELLIP H (02/15/02)   35.002  (m)                       GP(       ) 4 1
 EH2499  NAD 83(1993)-  34 46 17.06819(N)    090 24 10.47013(W) AD(       ) 2
 EH2499  NAD 83(1993)-  34 46 17.06836(N)    090 24 10.47281(W) AD(       ) 2
 EH2499  NAD 83(1986)-  34 46 17.07726(N)    090 24 10.47030(W) AD(       ) 2
 EH2499  NAD 27      -  34 46 16.72158(N)    090 24 10.10955(W) AD(       ) 2
 EH2499  NAVD 88 (06/15/91)   62.055  (m)          203.59   (f) ADJUSTED    1 2
 EH2499  NGVD 29 (??/??/??)   62.074  (m)          203.65   (f) ADJUSTED    1 2
 EH2499
 EH2499.Superseded values are not recommended for survey control.
 EH2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2499.See file dsdata.txt to determine how the superseded data were derived.
 EH2499
 EH2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3767550767(NAD 83)
 EH2499_MARKER: F = FLANGE-ENCASED ROD
 EH2499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2499_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2499_STAMPING: F 344 1983
 EH2499_MARK LOGO: NGS   
 EH2499_PROJECTION: RECESSED 3 CENTIMETERS
 EH2499_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2499+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2499_ROD/PIPE-DEPTH: 37.8 meters
 EH2499_SLEEVE-DEPTH  : 6.4 meters
 EH2499
 EH2499  HISTORY     - Date     Condition        Report By
 EH2499  HISTORY     - 1983     MONUMENTED       NGS
 EH2499  HISTORY     - 1984     GOOD             NGS
 EH2499  HISTORY     - 1984     GOOD             NGS
 EH2499  HISTORY     - 20000401 GOOD             NGS
 EH2499  HISTORY     - 20011017 GOOD             3001
 EH2499  HISTORY     - 20030613 GOOD             NGS
 EH2499  HISTORY     - 20050827 GOOD             NGS
 EH2499  HISTORY     - 20080514 GOOD             MSDOT
 EH2499
 EH2499                          STATION DESCRIPTION
 EH2499
 EH2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2499'19.5 KM (12.15 MI) NORT FROM TUNICA.
 EH2499'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2499'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2499'CROWN OF THE LEVEE, THENCE 11.0 KM (6.85 MI) NORTHERLY ALONG THE TOP
 EH2499'OF THE LEVEE, AT A METAL CATTLE GUARD AND A CROSS FENCE, SET BY A
 EH2499'FENCE AT THE TOE OF THE LEVEE, AT AN OFF RAMP TO A DIRT ROAD LEADING
 EH2499'EAST, ALSO, ABOUT 1.0 KM (0.6 MI) NORTH ALONG THE LEVEE ROAD FROM MILE
 EH2499'POST NUMBER 30/31, 28.04 METERS (92.0 FT) EAST-NORTHEAST OF THE CENTER
 EH2499'OF THE METAL CATTLE GUARD ACROSS ROAD ON TOP OF THE LEVEE,
 EH2499'12.03 METERS (39.5 FT) WEST-SOUTHWEST OF THE CENTER OF A METAL GATE AT
 EH2499'THE TOE OF THE LEVEE, AND 1.21 METERS (4.0 FT) NORTH-NORTHWEST OF A
 EH2499'WIRE FENCE.
 EH2499'THE MARK IS 1.21 METERS  N FROM A WITNESS POST.
 EH2499'THE MARK IS 7.6 M BELOW TOP OF LEVEE.
 EH2499
 EH2499                          STATION RECOVERY (1984)
 EH2499
 EH2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2499'THIS STATION IS THE AZIMUTH MARK FOR C 349.  IT IS LOCATED ABOUT 9.7
 EH2499'(6.0 MI) SOUTHWEST OF ROBINSONVILLE, ABOUT 9.6 KM (6.0 MI)
 EH2499'NORTH-NORTHWEST OF TUNICA, 0.7 KM (0.45 MI) SOUTH ALONG THE LEVEE
 EH2499'FROM C 349, ON THE DIVIDE LINE OF SECTION 31, T3S, R11W AND SECTION
 EH2499'6, T4S, R11W.  OWNERSHIP-- YAZOO-MISSISSIPPI LEVEE BOARD, C/O CHIEF
 EH2499'ENGINEER JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, PHONE (601)
 EH2499'624-4397.
 EH2499'
 EH2499'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE GO WEST
 EH2499'ALONG A PAVED ROAD FOR 8.0 KM (4.95 MI) TO A FORK AT THE LEVEE
 EH2499'RIGHT-OF-WAY FENCE, KEEP RIGHT AND CONTINUE WEST ALONG A DIRT ROAD,
 EH2499'CROSSING A CATTLE GUARD, FOR 0.2 KM (0.1 MILE) TO THE LEVEE ROAD.
 EH2499'CONTINUE SOUTH ALONG THE LEVEE ROAD FOR 0.7 KM (0.45 MI) TO THE A
 EH2499'CATTLE GUARD AND THE STATION ON THE LEFT AT THE TOE OF THE LEVEE.
 EH2499'
 EH2499'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2499'STEEL CLASS A ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2499'STAMPED---F 344 1983--- LOCATED 28.04 METERS (92.0 FEET) ENE FROM THE
 EH2499'CENTER OF A METAL GUARD, 12.04 METERS (39.5 FEET) WSW FROM THE CENTER
 EH2499'OF A METAL GATE AT THE TOE OF THE LEVEE, 1.22 METERS (4.0 FEET) NNW
 EH2499'FROM A WIRE FENCE AND WITNESS POST, AND 0.4 METER (1.3 FEET) WSW FROM
 EH2499'A WITNESS POST.
 EH2499'
 EH2499'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2499'MISSISSIPPI, MAY-JUNE 1984.
 EH2499
 EH2499                          STATION RECOVERY (1984)
 EH2499
 EH2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2499'RECOVERED IN GOOD CONDITION.
 EH2499
 EH2499                          STATION RECOVERY (2000)
 EH2499
 EH2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH2499'RECOVERED AS AMENDED.  UPDATED DIRECTIONS FOLLOW.  TO REACH THE
 EH2499'STATION FROM CASINO STRIP BLVD. (CSB), HEADING WEST FROM
 EH2499'ROBINSONVILLE, TURN LEFT (SOUTH) ONTO PERRY ROAD AT THE FOUR-WAY
 EH2499'TRAFFIC LIGHT, JUST EAST OF THE LEVEE.  JUST SOUTH OF CSB, TURN OFF OF
 EH2499'THE PAVED ROAD TOWARD THE WEST AND PROCEED ALONG A DIRT TRACK PARALLEL
 EH2499'TO CSB AND A FENCE TO THE LEVEE AND ACCESS THROUGH A BREAK IN THE
 EH2499'FENCE, ON THE RIGHT, TO THE ROAD AT THE TOP OF THE LEVEE. PROCEED
 EH2499'SOUTH ALONG THE TOP OF THE LEVEE 1.8 MI (2.9 KM) TO A POINT WHERE THE
 EH2499'LEVEE ROAD AND A PAVED ROAD ARE CLOSEST, THEN CONTINUE ANOTHER 1.4 MI
 EH2499'(2.3 KM) SOUTH TO THE POINT ON THE LEFT, ON THE EAST SIDE OF THE
 EH2499'LEVEE.  ALTERNATIVELY, REACH THE STATION BY DRIVING SOUTH ON PERRY
 EH2499'ROAD FROM CSB FOR 3.1 MI, (5.0 KM) PAST A DERELICT CHURCH ON THE LEFT,
 EH2499'TO A PAVED ROAD LEFT (INDIAN MOUND ROAD) AND A GRAVEL FIELD ROAD
 EH2499'RIGHT.  TURN RIGHT (WEST) ON THE FIELD ROAD AND CONTINUE 0.4 MI (0.6
 EH2499'KM) WEST, THROUGH A GATE AND OVER A CATTLE GUARD, TO THE TOE OF THE
 EH2499'LEVEE AND THE MARK ON THE LEFT (SOUTH) BY A FENCE.  THE GATE MAYBE
 EH2499'LOCKED AT RANDOM TIMES.
 EH2499
 EH2499                          STATION RECOVERY (2001)
 EH2499
 EH2499'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2499'THE STATION IS LOCATED 5.8 MILES SOUTHWEST OF THE TOWN OF
 EH2499'ROBINSONVILLE, MS.  3.2 MILES
 EH2499'NORTHWEST OF HOLLYWOOD, MS.  6.0 MILES NORTH OF TUNICA, MS.
 EH2499'
 EH2499'OWNERSHIP-  YAZOO - MISSISSIPPI LEVEE BOARD, C/O CHIEF ENGINEER JOE F.
 EH2499'MOONEY, PO BOX 610,
 EH2499'CLARKSDALE, MS 38614
 EH2499'
 EH2499'TO REACH THE STATION FROM THE INTERSECTION OF OLD HWY 61 AND OLD
 EH2499'COMMERCE ROAD IN THE
 EH2499'TOWN OF ROBINSONVILLE, MS, GO WEST ON CASINO STRIP BLVD FOR 4.4 MILES
 EH2499'TO PERRY ROAD.
 EH2499'TURN LEFT ON PERRY ROAD SOUTH FOR 3.0 MILES TO INDIAN MOUND ROAD AND
 EH2499'GRAVEL ROAD ON
 EH2499'RIGHT, TURN RIGHT ON GRAVEL ROAD AND PROCEED WEST FOR 0.4 MILES TO A
 EH2499'RAMP ON LEVEE AND
 EH2499'CATTLE GUARD ON TOP OF LEVEE AND STATION IS AT THE TOE OF THE LEVEE
 EH2499'ALONG THE FENCE.
 EH2499'
 EH2499'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2499'STEEL CLASS A ROD.
 EH2499'MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED F 344 1983.  92
 EH2499'FEET EAST-NORTHEAST
 EH2499'FROM THE CENTER OF METAL CATTLE GUARD, 39.5 FEET WEST-SOUTHWEST FROM
 EH2499'THE CENTER OF A
 EH2499'METAL GATE AT THE TOP OF LEVEE, 4 FEET NORTH-NORTHWEST FROM A WIRE
 EH2499'FENCE AND WITNESS
 EH2499'POST.
 EH2499
 EH2499                          STATION RECOVERY (2003)
 EH2499
 EH2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RGH)
 EH2499'RECOVERED AS DESCRIBED BY R. G. HAYES
 EH2499'
 EH2499
 EH2499                          STATION RECOVERY (2005)
 EH2499
 EH2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 EH2499'RECOVERED AS DESCRIBED.
 EH2499
 EH2499                          STATION RECOVERY (2008)
 EH2499
 EH2499'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2533 ***********************************************************************
 EH2533  DESIGNATION -  F 345
 EH2533  PID         -  EH2533
 EH2533  STATE/COUNTY-  MS/COAHOMA
 EH2533  USGS QUAD   -  MOON LAKE (1964)
 EH2533
 EH2533                         *CURRENT SURVEY CONTROL
 EH2533  ___________________________________________________________________
 EH2533* NAD 83(1986)-  34 24 42.     (N)    090 34 12.     (W)     SCALED    
 EH2533* NAVD 88     -        63.884  (meters)     209.59   (feet)  ADJUSTED  
 EH2533  ___________________________________________________________________
 EH2533  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2533  DYNAMIC HT  -          63.822 (meters)     209.39  (feet)  COMP
 EH2533  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EH2533
 EH2533  VERT ORDER  -  FIRST     CLASS II
 EH2533
 EH2533.The horizontal coordinates were scaled from a topographic map and have
 EH2533.an estimated accuracy of +/- 6 seconds.
 EH2533
 EH2533.The orthometric height was determined by differential leveling
 EH2533.and adjusted in July 1994.
 EH2533
 EH2533.The geoid height was determined by GEOID03.
 EH2533
 EH2533.The dynamic height is computed by dividing the NAVD 88
 EH2533.geopotential number by the normal gravity value computed on the
 EH2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2533.degrees latitude (g = 980.6199 gals.).
 EH2533
 EH2533.The modeled gravity was interpolated from observed gravity values.
 EH2533
 EH2533;                    North         East    Units  Estimated Accuracy
 EH2533;SPC MS W     -   544,640.      678,240.      MT  (+/- 180 meters Scaled)
 EH2533
 EH2533                          SUPERSEDED SURVEY CONTROL
 EH2533
 EH2533  NAVD 88 (06/15/91)   63.885  (m)          209.60   (f) UNKNOWN     1 2
 EH2533  NGVD 29 (??/??/??)   63.935  (m)          209.76   (f) ADJUSTED    1 2
 EH2533
 EH2533.Superseded values are not recommended for survey control.
 EH2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2533.See file dsdata.txt to determine how the superseded data were derived.
 EH2533
 EH2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU233104(NAD 83)
 EH2533_MARKER: I = METAL ROD
 EH2533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2533_SP_SET: STAINLESS STEEL ROD
 EH2533_STAMPING: F 345 1983
 EH2533_MARK LOGO: NGS   
 EH2533_PROJECTION: FLUSH
 EH2533_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2533+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2533_ROD/PIPE-DEPTH: 18.3 meters
 EH2533
 EH2533  HISTORY     - Date     Condition        Report By
 EH2533  HISTORY     - 1983     MONUMENTED       NGS
 EH2533  HISTORY     - 19920123 GOOD             NGS
 EH2533  HISTORY     - 20030610 GOOD             USACE
 EH2533
 EH2533                          STATION DESCRIPTION
 EH2533
 EH2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2533'17.4 KM (10.8 MI) SW FROM LULA.
 EH2533'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2533'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2533'SCHOOL IN LULA, THENCE 10.0 KM (6.2 MI) SOUTHERLY ALONG THE TOP OF THE
 EH2533'NEW LEVEE, AT MILEPOST 64/65, SET BETWEEN TWO WITNESS POSTS,
 EH2533'3.35 METERS (11.0 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE
 EH2533'ROAD, AND 1.50 METERS (4.9 FT) WEST OF CONCRETE MILEPOST 64/65.  NOTE,
 EH2533'THE ROD WAS DRIVEN TO GRADUAL REFUSAL.
 EH2533'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 EH2533
 EH2533                          STATION RECOVERY (1992)
 EH2533
 EH2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2533'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2533'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH2533'PORT ROAD, THENCE 6.2 KM (3.85 MI) NORTHEASTERLY ALONG A GRAVELED
 EH2533'ROAD ON TOP OF A LEVEE, 3.5 M (11.5 FT) EAST OF AND LEVEL WITH THE
 EH2533'ROAD CENTER, 1.3 M (4.3 FT) WEST OF LEVEE MARKER 64-65, 0.3 M
 EH2533'(1.0 FT) NORTH OF A VERTICAL 6-INCH STEEL POST, AND 0.3 M (1.0 FT)
 EH2533'SOUTH OF A VERTICAL 6-INCH STEEL POST.  NOTE--ACCESS TO THE DATUM
 EH2533'POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2533
 EH2533                          STATION RECOVERY (2003)
 EH2533
 EH2533'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2563 ***********************************************************************
 EH2563  DESIGNATION -  F 346
 EH2563  PID         -  EH2563
 EH2563  STATE/COUNTY-  MS/COAHOMA
 EH2563  USGS QUAD   -  RENA LARA (1982)
 EH2563
 EH2563                         *CURRENT SURVEY CONTROL
 EH2563  ___________________________________________________________________
 EH2563* NAD 83(1986)-  34 09 26.     (N)    090 47 10.     (W)     SCALED    
 EH2563* NAVD 88     -        59.246  (meters)     194.38   (feet)  ADJUSTED  
 EH2563  ___________________________________________________________________
 EH2563  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2563  DYNAMIC HT  -          59.188 (meters)     194.19  (feet)  COMP
 EH2563  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 EH2563
 EH2563  VERT ORDER  -  FIRST     CLASS II
 EH2563
 EH2563.The horizontal coordinates were scaled from a topographic map and have
 EH2563.an estimated accuracy of +/- 6 seconds.
 EH2563
 EH2563.The orthometric height was determined by differential leveling
 EH2563.and adjusted in July 1994.
 EH2563
 EH2563.The geoid height was determined by GEOID03.
 EH2563
 EH2563.The dynamic height is computed by dividing the NAVD 88
 EH2563.geopotential number by the normal gravity value computed on the
 EH2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2563.degrees latitude (g = 980.6199 gals.).
 EH2563
 EH2563.The modeled gravity was interpolated from observed gravity values.
 EH2563
 EH2563;                    North         East    Units  Estimated Accuracy
 EH2563;SPC MS W     -   516,480.      658,250.      MT  (+/- 180 meters Scaled)
 EH2563
 EH2563                          SUPERSEDED SURVEY CONTROL
 EH2563
 EH2563  NAVD 88 (06/15/91)   59.242  (m)          194.36   (f) UNKNOWN     1 2
 EH2563  NGVD 29 (??/??/??)   59.317  (m)          194.61   (f) ADJUSTED    1 2
 EH2563
 EH2563.Superseded values are not recommended for survey control.
 EH2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2563.See file dsdata.txt to determine how the superseded data were derived.
 EH2563
 EH2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT040818(NAD 83)
 EH2563_MARKER: F = FLANGE-ENCASED ROD
 EH2563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2563_SP_SET: STAINLESS STEEL ROD
 EH2563_STAMPING: F 346 1983
 EH2563_MARK LOGO: NGS   
 EH2563_PROJECTION: RECESSED 20 CENTIMETERS
 EH2563_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2563+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 EH2563_ROD/PIPE-DEPTH: 31.6 meters
 EH2563
 EH2563  HISTORY     - Date     Condition        Report By
 EH2563  HISTORY     - 1983     MONUMENTED       NGS
 EH2563  HISTORY     - 19920123 GOOD             NGS
 EH2563  HISTORY     - 20030610 GOOD             USACE
 EH2563  HISTORY     - 20050518 GOOD             NGS
 EH2563
 EH2563                          STATION DESCRIPTION
 EH2563
 EH2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2563'1.2 KM (0.75 MI) NORTH FROM RENA LARA.
 EH2563'THE MARK IS 0.60 M BELOW TOP OF LEVEE.
 EH2563'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2563'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2563'TOP OF THE LEVEE, THENCE 0.55 KM (0.35 MI) NORTH ALONG THE TOP OF
 EH2563'LEVEE TO AN OFF RAMP AND MILEPOST 91/92, SET ON THE CREST OF THE LEVEE
 EH2563'BY MILEPOST, 15.54 METERS (51.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 EH2563'THE OFF RAMP AND THE JUNCTION OF THE TOP OF THE LEVEE, 4.26 METERS
 EH2563'(14.0 FT) EAST-NORTHEAST OF THE CENTER OF LEVEE ROAD, AND 1.52 METERS
 EH2563'(5.0 FT) NORTH-NORTHWEST OF MILEPOST 91/92.
 EH2563'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 EH2563
 EH2563                          STATION RECOVERY (1992)
 EH2563
 EH2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2563'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2563'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH2563'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 6.2 KM (3.85 MI)
 EH2563'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER
 EH2563'LEVEE, AT THE INTERSECTION OF A GRAVELED LEVEE ACCESS ROAD, 5.3 M
 EH2563'(17.4 FT) EAST OF THE ROAD CENTER, 1.4 M (4.6 FT) NORTH OF LEVEE
 EH2563'MARKER 91-92, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M
 EH2563'(1.6 FT) NORTH OF A 6-INCH STEEL POST, AND 0.5 M (1.6 FT) NORTH OF A
 EH2563'6-INCH STEEL POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 EH2563'5-INCH LOGO CAP.
 EH2563
 EH2563                          STATION RECOVERY (2003)
 EH2563
 EH2563'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2563'RECOVERED IN GOOD CONDITION.
 EH2563
 EH2563                          STATION RECOVERY (2005)
 EH2563
 EH2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 EH2563'0.6 KM (0.37 MI) NORTHWESTERLY ALONG DESOTO TRAIL FROM THE POST OFFICE
 EH2563'IN RENA LARA, THENCE 0.6 KM (0.37 MI) NORTHERLY ALONG A ROAD ON TOP OF
 EH2563'A MISSISSIPPI RIVER LEVEE, 5.3 M (17.4 FT) EAST OF THE ROAD CENTER,
 EH2563'1.4 M (4.6 FT) NORTH OF LEVEE MARKER 91-92, 0.6 M (2.0 FT) BELOW THE
 EH2563'LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTH OF A 6-INCH (15 CM) METAL
 EH2563'POST, AND 0.5 M (1.6 FT) SOUTH OF A 6-INCH (15 CM) METAL POST.  NOTE
 EH2563'THE MONUMENT IS ON PROPERTY OWNED BY THE MISSISSIPPI LEVEE BOARD
 EH2563'COMISSION, P.O. BOX 610, CLARKSDALE, MS 38614.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2470 ***********************************************************************
 EH2470  DESIGNATION -  F 348
 EH2470  PID         -  EH2470
 EH2470  STATE/COUNTY-  MS/DE SOTO
 EH2470  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH2470
 EH2470                         *CURRENT SURVEY CONTROL
 EH2470  ___________________________________________________________________
 EH2470* NAD 83(1993)-  34 58 59.70162(N)    090 15 22.24230(W)     ADJUSTED  
 EH2470* NAVD 88     -        70.713  (meters)     232.00   (feet)  ADJUSTED  
 EH2470  ___________________________________________________________________
 EH2470  X           -     -23,390.905 (meters)                     COMP
 EH2470  Y           -  -5,231,475.876 (meters)                     COMP
 EH2470  Z           -   3,636,369.606 (meters)                     COMP
 EH2470  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EH2470  ELLIP HEIGHT-          43.609 (meters)          (05/13/94) ADJUSTED
 EH2470  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EH2470  DYNAMIC HT  -          70.648 (meters)     231.78  (feet)  COMP
 EH2470  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 EH2470
 EH2470  HORZ ORDER  -  FIRST
 EH2470  VERT ORDER  -  FIRST     CLASS II
 EH2470  ELLP ORDER  -  FOURTH    CLASS I
 EH2470
 EH2470.The horizontal coordinates were established by GPS observations
 EH2470.and adjusted by the National Geodetic Survey in May 1994.
 EH2470
 EH2470.The orthometric height was determined by differential leveling
 EH2470.and adjusted in June 1991.
 EH2470
 EH2470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2470
 EH2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2470
 EH2470.The ellipsoidal height was determined by GPS observations
 EH2470.and is referenced to NAD 83.
 EH2470
 EH2470.The geoid height was determined by GEOID03.
 EH2470
 EH2470.The dynamic height is computed by dividing the NAVD 88
 EH2470.geopotential number by the normal gravity value computed on the
 EH2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2470.degrees latitude (g = 980.6199 gals.).
 EH2470
 EH2470.The modeled gravity was interpolated from observed gravity values.
 EH2470
 EH2470;                    North         East     Units Scale Factor Converg.
 EH2470;SPC MS W     -   608,017.741   707,044.415   MT  0.99995061   +0 02 39.2
 EH2470;SPC MS W     - 1,994,804.87  2,319,694.88   sFT  0.99995061   +0 02 39.2
 EH2470;SPC AR N     -    73,513.117   559,212.886   MT  0.99999056   +1 00 53.0
 EH2470;SPC AR N     -   241,184.28  1,834,684.28   sFT  0.99999056   +1 00 53.0
 EH2470;UTM  15      - 3,874,625.553   750,462.332   MT  1.00037321   +1 34 26.2
 EH2470
 EH2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2470!SPC MS W     -   0.99999315  x   0.99995061  =   0.99994377
 EH2470!SPC AR N     -   0.99999315  x   0.99999056  =   0.99998371
 EH2470!UTM  15      -   0.99999315  x   1.00037321  =   1.00036636
 EH2470
 EH2470                          SUPERSEDED SURVEY CONTROL
 EH2470
 EH2470  NAD 83(1993)-  34 58 59.70225(N)    090 15 22.24458(W) AD(       ) 1
 EH2470  NAD 83(1986)-  34 58 59.71113(N)    090 15 22.24263(W) AD(       ) 1
 EH2470  NAD 27      -  34 58 59.36814(N)    090 15 21.89010(W) AD(       ) 1
 EH2470  NGVD 29 (??/??/??)   70.711  (m)          231.99   (f) ADJUSTED    1 2
 EH2470
 EH2470.Superseded values are not recommended for survey control.
 EH2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2470.See file dsdata.txt to determine how the superseded data were derived.
 EH2470
 EH2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5046274626(NAD 83)
 EH2470_MARKER: I = METAL ROD
 EH2470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2470_SP_SET: STAINLESS STEEL ROD
 EH2470_STAMPING: F 348 1983
 EH2470_MARK LOGO: NGS   
 EH2470_PROJECTION: RECESSED 4 CENTIMETERS
 EH2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2470+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2470_ROD/PIPE-DEPTH: 31.6 meters
 EH2470
 EH2470  HISTORY     - Date     Condition        Report By
 EH2470  HISTORY     - 1983     MONUMENTED       NGS
 EH2470  HISTORY     - 1984     GOOD             NGS
 EH2470  HISTORY     - 1984     GOOD             NGS
 EH2470  HISTORY     - 20030408 GOOD             USACE
 EH2470
 EH2470                          STATION DESCRIPTION
 EH2470
 EH2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2470'15.9 KM (9.9 MI) WNW FROM WALLS.
 EH2470'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2470'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2470'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 10.6 KM (6.6 MI) WEST
 EH2470'ALONG THE ROAD ON THE LEVEE AT A CONCRETE MILEPOST NUMBER 7/8 AND THE
 EH2470'MISSISSIPPI-TENNESSEE STATE LINE, THENCE 1.6 KM (1.0 MI) SOUTHWEST
 EH2470'ALONG THE TOP OF THE LEVEE, 0.1 KM (0.05 MI) SOUTH-SOUTHWEST OF A
 EH2470'GRAVEL ROAD LEADING EAST-NORTHEAST OFF OF THE LEVEE TO A DIRT FARM
 EH2470'ROAD EAST, TO THE MARK SET 1.3 METERS (4.5 FT) WEST-NORTHWEST OF A
 EH2470'CONCRETE MILEPOST NUMBER 8/9 AND 4.2 METERS (14.0 FT) EAST-SOUTHEAST
 EH2470'OF THE CENTER OF THE ROAD ON THE LEVEE.
 EH2470'THE MARK IS 0.2 METERS  NNE FROM A WITNESS POST.
 EH2470'THE MARK IS 0.3 M BELOW LEVEE ROAD.
 EH2470
 EH2470                          STATION RECOVERY (1984)
 EH2470
 EH2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2470'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) WEST-NORTHWEST OF
 EH2470'WALLS, 1.3 KM (0.8 MI) SOUTH OF THE TENNESSEE STATE LINE, ALONG THE
 EH2470'LEVEE ROAD TO MILEPOST 8/9, ON THE DIVIDE LINE OF SECTIONS 21/22,
 EH2470'T1S, R10W.  OWNERSHIP-- YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O
 EH2470'CHIEF JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614.  TELEPHONE
 EH2470'(601) 624-4397.
 EH2470'
 EH2470'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, TO NORTHEAST ON
 EH2470'US HIGHWAY 61 FOR 3.1 KM (1.9 MI) TO A DIRT ROAD LEFT (LEVEE ROAD),
 EH2470'TURN LEFT, WEST, FOR 0.6 KM (0.4 MI) TO A LOCKED GATE, GO THRU GATE
 EH2470'AND FOLLOW THE LEVEE ROAD FOR 12.1 KM (7.5 MI) TO MILEPOST 8/9 AND
 EH2470'THE STATION ON THE LEFT.  (STATION AND AZIMUTH MARK ARE BOTH SET
 EH2470'BETWEEN TO STEEL BLADES PAINTED WHITE).  CONTINUE SOUTH ALONG THE
 EH2470'LEVEE ROAD FOR 1.3 KM (0.8 MI) TO MILEPOST 9/10 AND THE AZIMUTH MARK
 EH2470'G 348 ON THE LEFT.
 EH2470'
 EH2470'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2470'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2470'STAMPED---F 348 1983--- LOCATED 1.4 METERS (4.5 FEET) WNW FROM
 EH2470'MILEPOST 8/9 AND 4.3 METERS (14.0 FEET) ESE FROM THE APPROIMATE
 EH2470'CENTER OF THE LEVEE ROAD.
 EH2470'
 EH2470'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2470'MISSISSIPPI, MAY-JUNE 1984.
 EH2470
 EH2470                          STATION RECOVERY (1984)
 EH2470
 EH2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2470'RECOVERED IN GOOD CONDITION.
 EH2470
 EH2470                          STATION RECOVERY (2003)
 EH2470
 EH2470'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2502 ***********************************************************************
 EH2502  DESIGNATION -  F 349
 EH2502  PID         -  EH2502
 EH2502  STATE/COUNTY-  MS/TUNICA
 EH2502  USGS QUAD   -  TUNICA (1981)
 EH2502
 EH2502                         *CURRENT SURVEY CONTROL
 EH2502  ___________________________________________________________________
 EH2502* NAD 83(1986)-  34 44 22.     (N)    090 24 47.     (W)     SCALED    
 EH2502* NAVD 88     -        67.492  (meters)     221.43   (feet)  ADJUSTED  
 EH2502  ___________________________________________________________________
 EH2502  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EH2502  DYNAMIC HT  -          67.428 (meters)     221.22  (feet)  COMP
 EH2502  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 EH2502
 EH2502  VERT ORDER  -  FIRST     CLASS II
 EH2502
 EH2502.The horizontal coordinates were scaled from a topographic map and have
 EH2502.an estimated accuracy of +/- 6 seconds.
 EH2502
 EH2502.The orthometric height was determined by differential leveling
 EH2502.and adjusted in June 1991.
 EH2502
 EH2502.The geoid height was determined by GEOID03.
 EH2502
 EH2502.The dynamic height is computed by dividing the NAVD 88
 EH2502.geopotential number by the normal gravity value computed on the
 EH2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2502.degrees latitude (g = 980.6199 gals.).
 EH2502
 EH2502.The modeled gravity was interpolated from observed gravity values.
 EH2502
 EH2502;                    North         East    Units  Estimated Accuracy
 EH2502;SPC MS W     -   580,970.      692,700.      MT  (+/- 180 meters Scaled)
 EH2502
 EH2502                          SUPERSEDED SURVEY CONTROL
 EH2502
 EH2502  NGVD 29 (??/??/??)   67.514  (m)          221.50   (f) ADJUSTED    1 2
 EH2502
 EH2502.Superseded values are not recommended for survey control.
 EH2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2502.See file dsdata.txt to determine how the superseded data were derived.
 EH2502
 EH2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU368471(NAD 83)
 EH2502_MARKER: I = METAL ROD
 EH2502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2502_SP_SET: STAINLESS STEEL ROD
 EH2502_STAMPING: F 349 1983
 EH2502_MARK LOGO: NGS   
 EH2502_PROJECTION: FLUSH
 EH2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2502+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2502_ROD/PIPE-DEPTH: 31.6 meters
 EH2502
 EH2502  HISTORY     - Date     Condition        Report By
 EH2502  HISTORY     - 1983     MONUMENTED       NGS
 EH2502  HISTORY     - 20030603 GOOD             USACE
 EH2502  HISTORY     - 20080514 GOOD             MSDOT
 EH2502
 EH2502                          STATION DESCRIPTION
 EH2502
 EH2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2502'15.2 KM (9.45 MI) NW FROM TUNICA.
 EH2502'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2502'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2502'CROWN OF THE LEVEE, THENCE 6.7 KM (4.15 MI) NORTHERLY ALONG THE TOP OF
 EH2502'THE LEVEE, AT MILE POST 32/33, 3.66 METERS (12.0 FT) SOUTH-SOUTHEAST
 EH2502'OF THE CENTER OF THE LEVEE ROAD, 2.29 METERS (7.5 FT) NORTH-NORTHWEST
 EH2502'OF MILE POST 32/33, 53.64 METERS (176.0 FT) WEST-SOUTHWEST OF THE
 EH2502'CENTER OF THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTHWEST OFF THE
 EH2502'LEVEE TO A FIELD ENTRANCE, AND 21.64 METERS (71.0 FT) NORTHWEST OF THE
 EH2502'CENTER OF THE GRAVEL ROAD LEADING SOUTHWEST TO THE FIELD ENTRANCE
 EH2502'(SLOPE DISTANCE).
 EH2502'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EH2502'THE MARK IS 0.15 M BELOW LEVEE ROAD.
 EH2502
 EH2502                          STATION RECOVERY (2003)
 EH2502
 EH2502'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2502'RECOVERED IN GOOD CONDITION.
 EH2502
 EH2502                          STATION RECOVERY (2008)
 EH2502
 EH2502'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1538 ***********************************************************************
 DJ1538  DESIGNATION -  F 352
 DJ1538  PID         -  DJ1538
 DJ1538  STATE/COUNTY-  MS/NOXUBEE
 DJ1538  USGS QUAD   -  BROOKSVILLE (1982)
 DJ1538
 DJ1538                         *CURRENT SURVEY CONTROL
 DJ1538  ___________________________________________________________________
 DJ1538* NAD 83(1986)-  33 07 47.     (N)    088 33 39.     (W)     SCALED    
 DJ1538* NAVD 88     -        73.047  (meters)     239.66   (feet)  ADJUSTED  
 DJ1538  ___________________________________________________________________
 DJ1538  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ1538  DYNAMIC HT  -          72.966 (meters)     239.39  (feet)  COMP
 DJ1538  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DJ1538
 DJ1538  VERT ORDER  -  FIRST     CLASS II
 DJ1538
 DJ1538.The horizontal coordinates were scaled from a topographic map and have
 DJ1538.an estimated accuracy of +/- 6 seconds.
 DJ1538
 DJ1538.The orthometric height was determined by differential leveling
 DJ1538.and adjusted in June 1991.
 DJ1538
 DJ1538.The geoid height was determined by GEOID03.
 DJ1538
 DJ1538.The dynamic height is computed by dividing the NAVD 88
 DJ1538.geopotential number by the normal gravity value computed on the
 DJ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1538.degrees latitude (g = 980.6199 gals.).
 DJ1538
 DJ1538.The modeled gravity was interpolated from observed gravity values.
 DJ1538
 DJ1538;                    North         East    Units  Estimated Accuracy
 DJ1538;SPC MS E     -   402,460.      325,430.      MT  (+/- 180 meters Scaled)
 DJ1538
 DJ1538                          SUPERSEDED SURVEY CONTROL
 DJ1538
 DJ1538.No superseded survey control is available for this station.
 DJ1538
 DJ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB544667(NAD 83)
 DJ1538_MARKER: I = METAL ROD
 DJ1538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1538_SP_SET: STAINLESS STEEL ROD
 DJ1538_STAMPING: F 352 1983
 DJ1538_MARK LOGO: NGS   
 DJ1538_PROJECTION: FLUSH
 DJ1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1538_ROD/PIPE-DEPTH: 2.95 meters
 DJ1538
 DJ1538  HISTORY     - Date     Condition        Report By
 DJ1538  HISTORY     - 1983     MONUMENTED       NGS
 DJ1538
 DJ1538                          STATION DESCRIPTION
 DJ1538
 DJ1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1538'2.6 KM (1.65 MI) NORTH FROM MACON.
 DJ1538'2.6 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE
 DJ1538'COURTHOUSE IN MACON, AT THE CROSSING OF A HIGH TENSION POWERLINE, SET
 DJ1538'BY A LARGE POWERLINE POLE, 27.64 METERS (90.7 FT) WEST OF THE
 DJ1538'CENTERLINE OF THE HIGHWAY, 6.4 METERS (21.0 FT) NORTHEAST OF THE
 DJ1538'CENTER OF A GRAVELED ROAD LEADING NORTHWEST TO THE STATE LIMESTONE
 DJ1538'PLANT, 31.69 METERS (104.0 FT) SOUTHWEST OF A POWERLINE POLE,
 DJ1538'36.36 METERS (119.3 FT) NORTHWEST OF A POWERLINE POLE, AND 0.82 METERS
 DJ1538'(2.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE LARGE POWERLINE POLE.
 DJ1538'NOTE, THE ROD WAS DRIVEN TO REFUSAL INTO LIMESTONE AND ANCHORED AT
 DJ1538'THIS DEPTH.
 DJ1538'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DJ1538'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1129 ***********************************************************************
 CO1129  CBN         -  This is a Cooperative Base Network Control Station.
 CO1129  DESIGNATION -  F 353
 CO1129  PID         -  CO1129
 CO1129  STATE/COUNTY-  MS/KEMPER
 CO1129  USGS QUAD   -  PORTERVILLE (1987)
 CO1129
 CO1129                         *CURRENT SURVEY CONTROL
 CO1129  ___________________________________________________________________
 CO1129* NAD 83(2007)-  32 41 35.65178(N)    088 29 16.07557(W)     ADJUSTED  
 CO1129* NAVD 88     -        63.407  (meters)     208.03   (feet)  ADJUSTED  
 CO1129  ___________________________________________________________________
 CO1129  EPOCH DATE  -        2002.00
 CO1129  X           -     141,791.389 (meters)                     COMP
 CO1129  Y           -  -5,371,085.250 (meters)                     COMP
 CO1129  Z           -   3,425,395.873 (meters)                     COMP
 CO1129  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CO1129  ELLIP HEIGHT-          34.744 (meters)          (02/10/07) ADJUSTED
 CO1129  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CO1129  DYNAMIC HT  -          63.334 (meters)     207.79  (feet)  COMP
 CO1129
 CO1129  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1129  Type    PID    Designation                      North   East  Ellip
 CO1129  -------------------------------------------------------------------
 CO1129  NETWORK CO1129 F 353                             1.25   1.18   5.27
 CO1129  -------------------------------------------------------------------
 CO1129  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CO1129
 CO1129  VERT ORDER  -  FIRST     CLASS II
 CO1129
 CO1129.The horizontal coordinates were established by GPS observations
 CO1129.and adjusted by the National Geodetic Survey in February 2007.
 CO1129
 CO1129.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1129.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1129.The horizontal coordinates are valid at the epoch date displayed above.
 CO1129.The epoch date for horizontal control is a decimal equivalence
 CO1129.of Year/Month/Day.
 CO1129
 CO1129.The orthometric height was determined by differential leveling
 CO1129.and adjusted in June 1991.
 CO1129
 CO1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1129
 CO1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1129
 CO1129.The ellipsoidal height was determined by GPS observations
 CO1129.and is referenced to NAD 83.
 CO1129
 CO1129.The geoid height was determined by GEOID03.
 CO1129
 CO1129.The dynamic height is computed by dividing the NAVD 88
 CO1129.geopotential number by the normal gravity value computed on the
 CO1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1129.degrees latitude (g = 980.6199 gals.).
 CO1129
 CO1129.The modeled gravity was interpolated from observed gravity values.
 CO1129
 CO1129;                    North         East     Units Scale Factor Converg.
 CO1129;SPC MS E     -   354,073.246   332,401.060   MT  0.99996294   +0 11 11.9
 CO1129;SPC MS E     - 1,161,655.31  1,090,552.48   sFT  0.99996294   +0 11 11.9
 CO1129;UTM  16      - 3,618,258.182   360,530.494   MT  0.99983986   -0 48 13.5
 CO1129
 CO1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1129!SPC MS E     -   0.99999455  x   0.99996294  =   0.99995749
 CO1129!UTM  16      -   0.99999455  x   0.99983986  =   0.99983441
 CO1129
 CO1129                          SUPERSEDED SURVEY CONTROL
 CO1129
 CO1129  ELLIP H (04/15/02)   34.740  (m)                       GP(       ) 4 2
 CO1129  NAD 83(1993)-  32 41 35.65167(N)    088 29 16.07539(W) AD(       ) B
 CO1129  ELLIP H (02/15/02)   34.737  (m)                       GP(       ) 4 1
 CO1129  NAVD 88 (02/15/02)   63.41   (m)          208.0    (f) LEVELING    3  
 CO1129
 CO1129.Superseded values are not recommended for survey control.
 CO1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1129.See file dsdata.txt to determine how the superseded data were derived.
 CO1129
 CO1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB6053018258(NAD 83)
 CO1129_MARKER: F = FLANGE-ENCASED ROD
 CO1129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1129_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1129_STAMPING: F 353 1983
 CO1129_MARK LOGO: NGS   
 CO1129_PROJECTION: FLUSH
 CO1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1129+STABILITY: POSITION/ELEVATION WELL
 CO1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1129+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 CO1129_ROD/PIPE-DEPTH: 9.9  meters
 CO1129_SLEEVE-DEPTH  : 6.1 meters
 CO1129
 CO1129  HISTORY     - Date     Condition        Report By
 CO1129  HISTORY     - 1983     MONUMENTED       NGS
 CO1129  HISTORY     - 20000501 GOOD             NGS
 CO1129
 CO1129                          STATION DESCRIPTION
 CO1129
 CO1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CO1129'15.8 KM (9.8 MI) SOUTH FROM SCOOBA.
 CO1129'15.8 KM (9.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 CO1129'STATE HIGHWAY 16 IN SCOOBA, SET IN THE LAWN AND AT THE NORTHWEST
 CO1129'CORNER OF THE HERRINGTONS HIGHWAY 45 QUICK STOP GROCERY STORE,
 CO1129'59.44 METERS (195.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CO1129'26.21 METERS (86.0 FT) SOUTH OF THE CENTER OF AN ASPHALT ROAD LEADING
 CO1129'WEST, 20.73 METERS (68.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 CO1129'BUILDING, 2.43 METERS (8.0 FT) WEST OF THE NORTHWEST CORNER OF THE
 CO1129'BUILDING, 23.92 METERS (78.5 FT) NORTHEAST OF A LIGHT POLE, AND
 CO1129'17.06 METERS (56.0 FT) SOUTHEAST OF A POWER POLE WITH TRANSFORMER.
 CO1129'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CO1129
 CO1129                          STATION RECOVERY (2000)
 CO1129
 CO1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1129'RECOVERED AS UPDATED HERE.  THE STATION IS SET NEAR THE NORTHEAST
 CO1129'CORNER OF A 1 STORY FRAME COMMERCIAL BUILDING AT THE CORNER OF US 45
 CO1129'AND PORTERVILLE-TOWNSEND RD.  BUILDING WAS NOT OCCUPIED ON THIS DATE.
 CO1129'STATION IS 10.0 FT (3.0 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 CO1129'PAD ON THE NORTH SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1405 ***********************************************************************
 EG1405  DESIGNATION -  F 356
 EG1405  PID         -  EG1405
 EG1405  STATE/COUNTY-  MS/PRENTISS
 EG1405  USGS QUAD   -  MARIETTA (1979)
 EG1405
 EG1405                         *CURRENT SURVEY CONTROL
 EG1405  ___________________________________________________________________
 EG1405* NAD 83(1986)-  34 32 43.     (N)    088 28 24.     (W)     SCALED    
 EG1405* NAVD 88     -       106.498  (meters)     349.40   (feet)  ADJUSTED  
 EG1405  ___________________________________________________________________
 EG1405  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1405  DYNAMIC HT  -         106.394 (meters)     349.06  (feet)  COMP
 EG1405  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EG1405
 EG1405  VERT ORDER  -  FIRST     CLASS II
 EG1405
 EG1405.The horizontal coordinates were scaled from a topographic map and have
 EG1405.an estimated accuracy of +/- 6 seconds.
 EG1405
 EG1405.The orthometric height was determined by differential leveling
 EG1405.and adjusted in June 1991.
 EG1405
 EG1405.The geoid height was determined by GEOID03.
 EG1405
 EG1405.The dynamic height is computed by dividing the NAVD 88
 EG1405.geopotential number by the normal gravity value computed on the
 EG1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1405.degrees latitude (g = 980.6199 gals.).
 EG1405
 EG1405.The modeled gravity was interpolated from observed gravity values.
 EG1405
 EG1405;                    North         East    Units  Estimated Accuracy
 EG1405;SPC MS E     -   559,490.      333,040.      MT  (+/- 180 meters Scaled)
 EG1405
 EG1405                          SUPERSEDED SURVEY CONTROL
 EG1405
 EG1405  NGVD 29 (??/??/92)  106.432  (m)          349.19   (f) ADJ UNCH    1 2
 EG1405
 EG1405.Superseded values are not recommended for survey control.
 EG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1405.See file dsdata.txt to determine how the superseded data were derived.
 EG1405
 EG1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD648236(NAD 83)
 EG1405_MARKER: I = METAL ROD
 EG1405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1405_SP_SET: STAINLESS STEEL ROD
 EG1405_STAMPING: F 356 1985
 EG1405_MARK LOGO: NGS   
 EG1405_PROJECTION: FLUSH
 EG1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1405_ROD/PIPE-DEPTH: 7.9  meters
 EG1405
 EG1405  HISTORY     - Date     Condition        Report By
 EG1405  HISTORY     - 1985     MONUMENTED       NGS
 EG1405  HISTORY     - 20020411 MARK NOT FOUND   USACE
 EG1405
 EG1405                          STATION DESCRIPTION
 EG1405
 EG1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1405'2.8 KM (1.75 MI) SOUTH FROM HOBO STATION.
 EG1405'1.85 KM (1.15 MILE SOUTH ALONG STATE HIGHWAY 371 FROM THE JUNCTION OF
 EG1405'STATE HIGHWAY 4 IN HOBO STATION, THENCE 1.0 KM (0.6 MI) WEST ALONG A
 EG1405'PAVED ROAD TO THE MARK ON THE RIGHT AT THE SOUTHEAST CORNER OF THE
 EG1405'LITTLE CREEK CHURCH, 14.32 METERS (47.0 FT) NORTH OF THE CENTER OF THE
 EG1405'ROAD AND 0.51 METERS (1.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EG1405'CHURCH, 3.38 METERS (11.1 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 EG1405'CONCRETE SLAB FOR THE MAIN ENTRANCE OF THE CHURCH. NOTE--ACCESS TO
 EG1405'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1405'THE MARK IS ABOVE LEVEL WITH ROAD.
 EG1405
 EG1405                          STATION RECOVERY (2002)
 EG1405
 EG1405'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1405'DESTROYED DUE TO NEW CONSTRUCTION OF NEW CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1548 ***********************************************************************
 DJ1548  DESIGNATION -  F 357
 DJ1548  PID         -  DJ1548
 DJ1548  STATE/COUNTY-  MS/MONROE
 DJ1548  USGS QUAD   -  EGYPT (1965)
 DJ1548
 DJ1548                         *CURRENT SURVEY CONTROL
 DJ1548  ___________________________________________________________________
 DJ1548* NAD 83(1986)-  33 59 54.     (N)    088 38 22.     (W)     SCALED    
 DJ1548* NAVD 88     -        88.790  (meters)     291.31   (feet)  ADJUSTED  
 DJ1548  ___________________________________________________________________
 DJ1548  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DJ1548  DYNAMIC HT  -          88.701 (meters)     291.01  (feet)  COMP
 DJ1548  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 DJ1548
 DJ1548  VERT ORDER  -  FIRST     CLASS II
 DJ1548
 DJ1548.The horizontal coordinates were scaled from a topographic map and have
 DJ1548.an estimated accuracy of +/- 6 seconds.
 DJ1548
 DJ1548.The orthometric height was determined by differential leveling
 DJ1548.and adjusted in June 1991.
 DJ1548
 DJ1548.The geoid height was determined by GEOID03.
 DJ1548
 DJ1548.The dynamic height is computed by dividing the NAVD 88
 DJ1548.geopotential number by the normal gravity value computed on the
 DJ1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1548.degrees latitude (g = 980.6199 gals.).
 DJ1548
 DJ1548.The modeled gravity was interpolated from observed gravity values.
 DJ1548
 DJ1548;                    North         East    Units  Estimated Accuracy
 DJ1548;SPC MS E     -   498,780.      317,910.      MT  (+/- 180 meters Scaled)
 DJ1548
 DJ1548                          SUPERSEDED SURVEY CONTROL
 DJ1548
 DJ1548  NGVD 29 (??/??/92)   88.728  (m)          291.10   (f) ADJ UNCH    1 2
 DJ1548
 DJ1548.Superseded values are not recommended for survey control.
 DJ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1548.See file dsdata.txt to determine how the superseded data were derived.
 DJ1548
 DJ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC485631(NAD 83)
 DJ1548_MARKER: I = METAL ROD
 DJ1548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1548_SP_SET: STAINLESS STEEL ROD
 DJ1548_STAMPING: F 357 1985
 DJ1548_MARK LOGO: NGS   
 DJ1548_PROJECTION: FLUSH
 DJ1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1548_ROD/PIPE-DEPTH: 4.9  meters
 DJ1548
 DJ1548  HISTORY     - Date     Condition        Report By
 DJ1548  HISTORY     - 1985     MONUMENTED       NGS
 DJ1548
 DJ1548                          STATION DESCRIPTION
 DJ1548
 DJ1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DJ1548'10.9 KM (6.8 MI) EAST FROM OKOLONA.
 DJ1548'10.9 KM (6.8 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 DJ1548'HIGHWAY 45 ALTERNATE IN OKOLONA TO THE MARK ON THE RIGHT, 1.1 KM (0.7
 DJ1548'MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 45, 14.63 KM (48.0 FT) SOUTH
 DJ1548'OF THE CENTER LINE OF THE HIGHWAY, 1.07 METERS (3.5 FT) WEST OF
 DJ1548'UTILITY POLE 180W12, 0.67 METER (2.2 FT) NORTH OF A FENCE LINE.
 DJ1548'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DJ1548'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 DJ1548'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1445 ***********************************************************************
 EG1445  DESIGNATION -  F 358
 EG1445  PID         -  EG1445
 EG1445  STATE/COUNTY-  MS/ITAWAMBA
 EG1445  USGS QUAD   -  BEANS FERRY (1992)
 EG1445
 EG1445                         *CURRENT SURVEY CONTROL
 EG1445  ___________________________________________________________________
 EG1445* NAD 83(1986)-  34 14 22.     (N)    088 24 42.     (W)     SCALED    
 EG1445* NAVD 88     -        83.488  (meters)     273.91   (feet)  ADJUSTED  
 EG1445  ___________________________________________________________________
 EG1445  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG1445  DYNAMIC HT  -          83.404 (meters)     273.63  (feet)  COMP
 EG1445  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 EG1445
 EG1445  VERT ORDER  -  FIRST     CLASS II
 EG1445
 EG1445.The horizontal coordinates were scaled from a topographic map and have
 EG1445.an estimated accuracy of +/- 6 seconds.
 EG1445
 EG1445.The orthometric height was determined by differential leveling
 EG1445.and adjusted in June 1991.
 EG1445
 EG1445.The geoid height was determined by GEOID03.
 EG1445
 EG1445.The dynamic height is computed by dividing the NAVD 88
 EG1445.geopotential number by the normal gravity value computed on the
 EG1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1445.degrees latitude (g = 980.6199 gals.).
 EG1445
 EG1445.The modeled gravity was interpolated from observed gravity values.
 EG1445
 EG1445;                    North         East    Units  Estimated Accuracy
 EG1445;SPC MS E     -   525,590.      338,840.      MT  (+/- 180 meters Scaled)
 EG1445
 EG1445                          SUPERSEDED SURVEY CONTROL
 EG1445
 EG1445  NGVD 29 (??/??/92)   83.420  (m)          273.69   (f) ADJ UNCH    1 2
 EG1445
 EG1445.Superseded values are not recommended for survey control.
 EG1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1445.See file dsdata.txt to determine how the superseded data were derived.
 EG1445
 EG1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC699896(NAD 83)
 EG1445_MARKER: I = METAL ROD
 EG1445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1445_SP_SET: STAINLESS STEEL ROD
 EG1445_STAMPING: F 358 1985
 EG1445_MARK LOGO: NGS   
 EG1445_PROJECTION: FLUSH
 EG1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1445+STABILITY: POSITION/ELEVATION WELL
 EG1445_ROD/PIPE-DEPTH: 15.8 meters
 EG1445
 EG1445  HISTORY     - Date     Condition        Report By
 EG1445  HISTORY     - 1985     MONUMENTED       NGS
 EG1445
 EG1445                          STATION DESCRIPTION
 EG1445
 EG1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1445'38.6 KM (24.0 MI) NORTH FROM AMORY.
 EG1445'3.6 KM (2.3 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF STATE
 EG1445'HIGHWAY 25 NORTH IN AMORY, THENCE 34.9 KM (21.7 MI) NORTH ALONG THE
 EG1445'TOP OF THE LEVEE ON THE WEST SIDE OF THE TENNESSEE-TOMBIGBEE WATERWAY
 EG1445'TO THE MARK ON THE RIGHT, 2.8 KM (1.75 MI) SOUTH OF THE OPERATION
 EG1445'HOUSE AT LOCK C, 6.24 METERS (20.5 FT) NORTHEAST OF THE CENTER OF THE
 EG1445'GRAVEL ROAD ON TOP OF THE LEVEE, 64.0 METERS (210.0 FT) SOUTHEAST OF
 EG1445'THE MOST SOUTHEASTERLY PIER ON TOP OF THE LEVEE OF THE U.S. HIGHWAY 78
 EG1445'OVERPASS BRIDGE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EG1445'5-INCH LOGO CAP.
 EG1445'THE MARK IS 0.61 METERS  E FROM  A WITNESS POST
 EG1445'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3151 ***********************************************************************
 EH3151  DESIGNATION -  F 359
 EH3151  PID         -  EH3151
 EH3151  STATE/COUNTY-  MS/DE SOTO
 EH3151  USGS QUAD   -  BANKS (1982)
 EH3151
 EH3151                         *CURRENT SURVEY CONTROL
 EH3151  ___________________________________________________________________
 EH3151* NAD 83(2007)-  34 45 32.97868(N)    090 07 36.31030(W)     ADJUSTED  
 EH3151* NAVD 88     -        63.477  (meters)     208.26   (feet)  ADJUSTED  
 EH3151  ___________________________________________________________________
 EH3151  EPOCH DATE  -        2002.00
 EH3151  X           -     -11,604.894 (meters)                     COMP
 EH3151  Y           -  -5,245,722.701 (meters)                     COMP
 EH3151  Z           -   3,615,969.045 (meters)                     COMP
 EH3151  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EH3151  ELLIP HEIGHT-          36.206 (meters)          (02/15/08) ADJUSTED
 EH3151  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EH3151  DYNAMIC HT  -          63.417 (meters)     208.06  (feet)  COMP
 EH3151  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 EH3151
 EH3151  HORZ ORDER  -  FIRST
 EH3151  VERT ORDER  -  FIRST     CLASS II
 EH3151  ELLP ORDER  -  FOURTH    CLASS II
 EH3151
 EH3151.The horizontal coordinates were established by GPS observations
 EH3151.and adjusted by the EMC INCORPORATED in February 2008.
 EH3151
 EH3151.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH3151.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH3151.The horizontal coordinates are valid at the epoch date displayed above.
 EH3151.The epoch date for horizontal control is a decimal equivalence
 EH3151.of Year/Month/Day.
 EH3151
 EH3151.The orthometric height was determined by differential leveling
 EH3151.and adjusted in July 1994.
 EH3151
 EH3151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3151
 EH3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3151
 EH3151.The ellipsoidal height was determined by GPS observations
 EH3151.and is referenced to NAD 83.
 EH3151
 EH3151.The geoid height was determined by GEOID03.
 EH3151
 EH3151.The dynamic height is computed by dividing the NAVD 88
 EH3151.geopotential number by the normal gravity value computed on the
 EH3151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3151.degrees latitude (g = 980.6199 gals.).
 EH3151
 EH3151.The modeled gravity was interpolated from observed gravity values.
 EH3151
 EH3151;                    North         East     Units Scale Factor Converg.
 EH3151;SPC MS W     -   583,175.590   718,912.510   MT  0.99995441   +0 07 04.0
 EH3151;SPC MS W     - 1,913,301.91  2,358,632.13   sFT  0.99995441   +0 07 04.0
 EH3151;UTM  15      - 3,850,096.871   762,993.332   MT  1.00045257   +1 38 20.6
 EH3151
 EH3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3151!SPC MS W     -   0.99999432  x   0.99995441  =   0.99994873
 EH3151!UTM  15      -   0.99999432  x   1.00045257  =   1.00044688
 EH3151
 EH3151:                Primary Azimuth Mark                     Grid Az
 EH3151:SPC MS W     -  170+00                                   060 07 19.5
 EH3151:UTM  15      -  170+00                                   058 36 02.9
 EH3151
 EH3151|---------------------------------------------------------------------|
 EH3151| PID    Reference Object                     Distance      Geod. Az  |
 EH3151|                                                           dddmmss.s |
 EH3151| DJ8580 170+00                              418.578 METERS 0601423.5 |
 EH3151|---------------------------------------------------------------------|
 EH3151
 EH3151                          SUPERSEDED SURVEY CONTROL
 EH3151
 EH3151  NAVD 88 (02/15/08)   63.48   (m)          208.3    (f) LEVELING    3  
 EH3151
 EH3151.Superseded values are not recommended for survey control.
 EH3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3151.See file dsdata.txt to determine how the superseded data were derived.
 EH3151
 EH3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6299350097(NAD 83)
 EH3151_MARKER: I = METAL ROD
 EH3151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3151_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3151_STAMPING: F 359 1991
 EH3151_MARK LOGO: NGS   
 EH3151_PROJECTION: FLUSH
 EH3151_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3151+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2007
 EH3151_ROD/PIPE-DEPTH: 27.9 meters
 EH3151_SLEEVE-DEPTH  : 0.90 meters
 EH3151
 EH3151  HISTORY     - Date     Condition        Report By
 EH3151  HISTORY     - 1991     MONUMENTED       NGS
 EH3151  HISTORY     - 20030529 GOOD             USACE
 EH3151  HISTORY     - 20070213 GOOD             EMCINC
 EH3151
 EH3151                          STATION DESCRIPTION
 EH3151
 EH3151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3151'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH3151'OFFICE IN WALLS, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG STATE
 EH3151'HIGHWAY 304, THENCE 10.6 KM (6.60 MI) SOUTHERLY ALONG STATE HIGHWAY
 EH3151'301, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG A PAVED ROAD LEADING
 EH3151'TO A PICNIC AREA, 28.8 M (94.5 FT) SOUTHWEST OF THE WEST CORNER OF A
 EH3151'PUBLIC REST ROOM, 6.6 M (21.7 FT) SOUTH-SOUTHWEST OF AND LEVEL WITH
 EH3151'THE CENTER OF THE ROAD, 4.9 M (16.1 FT) EAST OF THE CENTER OF A ROAD
 EH3151'LEADING TO A PARKING LOT, 1.6 M (5.2 FT) SOUTH-SOUTHEAST OF A WITNESS
 EH3151'POST AND A UTILITY POLE, AND 1.3 M (4.3 FT) NORTH OF A YEILD SIGN.
 EH3151'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH3151
 EH3151                          STATION RECOVERY (2003)
 EH3151
 EH3151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3151'RECOVERED IN GOOD CONDITION.
 EH3151
 EH3151                          STATION RECOVERY (2007)
 EH3151
 EH3151'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH3151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2160 ***********************************************************************
 DK2160  DESIGNATION -  F 360
 DK2160  PID         -  DK2160
 DK2160  STATE/COUNTY-  MS/BOLIVAR
 DK2160  USGS QUAD   -  SCOTT (1972)
 DK2160
 DK2160                         *CURRENT SURVEY CONTROL
 DK2160  ___________________________________________________________________
 DK2160* NAD 83(1986)-  33 37 02.     (N)    091 03 31.     (W)     SCALED    
 DK2160* NAVD 88     -        41.602  (meters)     136.49   (feet)  ADJUSTED  
 DK2160  ___________________________________________________________________
 DK2160  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK2160  DYNAMIC HT  -          41.558 (meters)     136.34  (feet)  COMP
 DK2160  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 DK2160
 DK2160  VERT ORDER  -  FIRST     CLASS II
 DK2160
 DK2160.The horizontal coordinates were scaled from a topographic map and have
 DK2160.an estimated accuracy of +/- 6 seconds.
 DK2160
 DK2160.The orthometric height was determined by differential leveling
 DK2160.and adjusted in July 1994.
 DK2160
 DK2160.The geoid height was determined by GEOID03.
 DK2160
 DK2160.The dynamic height is computed by dividing the NAVD 88
 DK2160.geopotential number by the normal gravity value computed on the
 DK2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2160.degrees latitude (g = 980.6199 gals.).
 DK2160
 DK2160.The modeled gravity was interpolated from observed gravity values.
 DK2160
 DK2160;                    North         East    Units  Estimated Accuracy
 DK2160;SPC MS W     -   456,730.      632,700.      MT  (+/- 180 meters Scaled)
 DK2160
 DK2160                          SUPERSEDED SURVEY CONTROL
 DK2160
 DK2160.No superseded survey control is available for this station.
 DK2160
 DK2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT800214(NAD 83)
 DK2160_MARKER: I = METAL ROD
 DK2160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK2160_SP_SET: STAINLESS STEEL ROD
 DK2160_STAMPING: F 360 1991
 DK2160_MARK LOGO: NGS   
 DK2160_PROJECTION: FLUSH
 DK2160_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2160+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2160_ROD/PIPE-DEPTH: 32.0 meters
 DK2160
 DK2160  HISTORY     - Date     Condition        Report By
 DK2160  HISTORY     - 1991     MONUMENTED       NGS
 DK2160
 DK2160                          STATION DESCRIPTION
 DK2160
 DK2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2160'26.4 KM (16.40 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK2160'OF U.S. HIGHWAY 82 IN GREENVILLE, 19.8 M (65.0 FT) NORTHWEST OF THE
 DK2160'CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTER OF
 DK2160'A PAVED ROAD LEADING TO A ROADSIDE PARK, 5.9 M (19.4 FT) SOUTHWEST OF
 DK2160'A 14-INCH ASH TREE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 DK2160'AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 DK2160'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2169 ***********************************************************************
 DK2169  DESIGNATION -  F 361
 DK2169  PID         -  DK2169
 DK2169  STATE/COUNTY-  MS/WASHINGTON
 DK2169  USGS QUAD   -  GLEN ALLAN (1970)
 DK2169
 DK2169                         *CURRENT SURVEY CONTROL
 DK2169  ___________________________________________________________________
 DK2169* NAD 83(1986)-  33 06 46.     (N)    091 03 14.     (W)     SCALED    
 DK2169* NAVD 88     -        33.987  (meters)     111.51   (feet)  ADJUSTED  
 DK2169  ___________________________________________________________________
 DK2169  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DK2169  DYNAMIC HT  -          33.951 (meters)     111.39  (feet)  COMP
 DK2169  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DK2169
 DK2169  VERT ORDER  -  FIRST     CLASS II
 DK2169
 DK2169.The horizontal coordinates were scaled from a topographic map and have
 DK2169.an estimated accuracy of +/- 6 seconds.
 DK2169
 DK2169.The orthometric height was determined by differential leveling
 DK2169.and adjusted in July 1994.
 DK2169
 DK2169.The geoid height was determined by GEOID03.
 DK2169
 DK2169.The dynamic height is computed by dividing the NAVD 88
 DK2169.geopotential number by the normal gravity value computed on the
 DK2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2169.degrees latitude (g = 980.6199 gals.).
 DK2169
 DK2169.The modeled gravity was interpolated from observed gravity values.
 DK2169
 DK2169;                    North         East    Units  Estimated Accuracy
 DK2169;SPC MS W     -   400,780.      632,750.      MT  (+/- 180 meters Scaled)
 DK2169
 DK2169                          SUPERSEDED SURVEY CONTROL
 DK2169
 DK2169.No superseded survey control is available for this station.
 DK2169
 DK2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS815654(NAD 83)
 DK2169_MARKER: F = FLANGE-ENCASED ROD
 DK2169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2169_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2169_STAMPING: F 361 1991
 DK2169_MARK LOGO: NGS   
 DK2169_PROJECTION: FLUSH
 DK2169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2169+STABILITY: POSITION/ELEVATION WELL
 DK2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2169+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2000
 DK2169_ROD/PIPE-DEPTH: 29.9 meters
 DK2169_SLEEVE-DEPTH  : 6.1 meters
 DK2169
 DK2169  HISTORY     - Date     Condition        Report By
 DK2169  HISTORY     - 1991     MONUMENTED       NGS
 DK2169  HISTORY     - 20000314 GOOD             MSHD
 DK2169
 DK2169                          STATION DESCRIPTION
 DK2169
 DK2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2169'8.8 KM (5.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 DK2169'U.S. HIGHWAY 61 IN ROLLING FORK, THENCE 25.4 KM (15.80 MI) NORTHERLY
 DK2169'ALONG STATE HIGHWAY 1, 17.9 M (58.7 FT) NORTHEAST OF THE CENTERLINE
 DK2169'OF THE HIGHWAY, 2.0 M (6.6 FT) NORTHWEST OF A UTILITY POLE, 1.0 M
 DK2169'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST
 DK2169'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DK2169'5-INCH LOGO CAP.
 DK2169
 DK2169                          STATION RECOVERY (2000)
 DK2169
 DK2169'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK2169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2597 ***********************************************************************
 BW2597  DESIGNATION -  F 362
 BW2597  PID         -  BW2597
 BW2597  STATE/COUNTY-  MS/COPIAH
 BW2597  USGS QUAD   -  WESSON (1972)
 BW2597
 BW2597                         *CURRENT SURVEY CONTROL
 BW2597  ___________________________________________________________________
 BW2597* NAD 83(1986)-  31 42 23.     (N)    090 23 26.     (W)     SCALED    
 BW2597* NAVD 88     -       139.209  (meters)     456.72   (feet)  ADJUSTED  
 BW2597  ___________________________________________________________________
 BW2597  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2597  DYNAMIC HT  -         139.042 (meters)     456.17  (feet)  COMP
 BW2597  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BW2597
 BW2597  VERT ORDER  -  FIRST     CLASS II
 BW2597
 BW2597.The horizontal coordinates were scaled from a topographic map and have
 BW2597.an estimated accuracy of +/- 6 seconds.
 BW2597
 BW2597.The orthometric height was determined by differential leveling
 BW2597.and adjusted in February 1994.
 BW2597
 BW2597.The geoid height was determined by GEOID03.
 BW2597
 BW2597.The dynamic height is computed by dividing the NAVD 88
 BW2597.geopotential number by the normal gravity value computed on the
 BW2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2597.degrees latitude (g = 980.6199 gals.).
 BW2597
 BW2597.The modeled gravity was interpolated from observed gravity values.
 BW2597
 BW2597;                    North         East    Units  Estimated Accuracy
 BW2597;SPC MS W     -   244,600.      694,580.      MT  (+/- 180 meters Scaled)
 BW2597
 BW2597                          SUPERSEDED SURVEY CONTROL
 BW2597
 BW2597.No superseded survey control is available for this station.
 BW2597
 BW2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR472108(NAD 83)
 BW2597_MARKER: I = METAL ROD
 BW2597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2597_SP_SET: STAINLESS STEEL ROD
 BW2597_STAMPING: F 362 1992
 BW2597_MARK LOGO: NGS   
 BW2597_PROJECTION: FLUSH
 BW2597_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW2597+STABILITY: POSITION/ELEVATION WELL
 BW2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2597+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2597_ROD/PIPE-DEPTH: 14.3 meters
 BW2597
 BW2597  HISTORY     - Date     Condition        Report By
 BW2597  HISTORY     - 1992     MONUMENTED       NGS
 BW2597
 BW2597                          STATION DESCRIPTION
 BW2597
 BW2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2597'IN WESSON, AT THE INTERSECTION OF WEST RAILROAD AND SIXTH STREETS,
 BW2597'10.5 M (34.4 FT) NORTHWEST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL
 BW2597'RAILROAD, 4.7 M (15.4 FT) SOUTHWEST OF THE EXTENDED CENTER OF SIXTH
 BW2597'STREET, 4.2 M (13.8 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF
 BW2597'WEST RAILROAD STREET, 2.1 M (6.9 FT) NORTHEAST OF A UTILITY POLE WITH
 BW2597'3 GUY CABLES, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST. NOTE--ACCESS
 BW2597'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3406 ***********************************************************************
 CP3406  DESIGNATION -  F 363
 CP3406  PID         -  CP3406
 CP3406  STATE/COUNTY-  MS/WARREN
 CP3406  USGS QUAD   -  VICKSBURG EAST (1962)
 CP3406
 CP3406                         *CURRENT SURVEY CONTROL
 CP3406  ___________________________________________________________________
 CP3406* NAD 83(2007)-  32 20 49.32329(N)    090 51 31.88576(W)     ADJUSTED  
 CP3406* NAVD 88     -        78.181  (meters)     256.50   (feet)  ADJUSTED  
 CP3406  ___________________________________________________________________
 CP3406  EPOCH DATE  -        2002.00
 CP3406  X           -     -80,846.574 (meters)                     COMP
 CP3406  Y           -  -5,393,004.509 (meters)                     COMP
 CP3406  Z           -   3,393,032.170 (meters)                     COMP
 CP3406  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CP3406  ELLIP HEIGHT-          51.619 (meters)          (02/10/07) ADJUSTED
 CP3406  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP3406  DYNAMIC HT  -          78.091 (meters)     256.20  (feet)  COMP
 CP3406
 CP3406  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3406  Type    PID    Designation                      North   East  Ellip
 CP3406  -------------------------------------------------------------------
 CP3406  NETWORK CP3406 F 363                             0.73   0.63   1.71
 CP3406  -------------------------------------------------------------------
 CP3406  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CP3406
 CP3406  VERT ORDER  -  FIRST     CLASS II
 CP3406
 CP3406.The horizontal coordinates were established by GPS observations
 CP3406.and adjusted by the National Geodetic Survey in February 2007.
 CP3406
 CP3406.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3406.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3406.The horizontal coordinates are valid at the epoch date displayed above.
 CP3406.The epoch date for horizontal control is a decimal equivalence
 CP3406.of Year/Month/Day.
 CP3406
 CP3406.The orthometric height was determined by differential leveling
 CP3406.and adjusted in July 1994.
 CP3406
 CP3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3406
 CP3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3406
 CP3406.The ellipsoidal height was determined by GPS observations
 CP3406.and is referenced to NAD 83.
 CP3406
 CP3406.The geoid height was determined by GEOID03.
 CP3406
 CP3406.The dynamic height is computed by dividing the NAVD 88
 CP3406.geopotential number by the normal gravity value computed on the
 CP3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3406.degrees latitude (g = 980.6199 gals.).
 CP3406
 CP3406.The modeled gravity was interpolated from observed gravity values.
 CP3406
 CP3406;                    North         East     Units Scale Factor Converg.
 CP3406;SPC MS W     -   315,751.337   650,531.727   MT  0.99998017   -0 16 52.3
 CP3406;SPC MS W     - 1,035,927.51  2,134,286.17   sFT  0.99998017   -0 16 52.3
 CP3406;UTM  15      - 3,580,917.885   701,497.132   MT  1.00010070   +1 08 45.6
 CP3406
 CP3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3406!SPC MS W     -   0.99999190  x   0.99998017  =   0.99997207
 CP3406!UTM  15      -   0.99999190  x   1.00010070  =   1.00009259
 CP3406
 CP3406                          SUPERSEDED SURVEY CONTROL
 CP3406
 CP3406  NAD 83(1993)-  32 20 49.32350(N)    090 51 31.88545(W) AD(       ) B
 CP3406  ELLIP H (06/28/04)   51.630  (m)                       GP(       ) 4 2
 CP3406  NAD 83(1993)-  32 20 49.32350(N)    090 51 31.88545(W) AD(       ) 1
 CP3406  ELLIP H (11/18/03)   51.633  (m)                       GP(       ) 3 2
 CP3406  NAVD 88 (11/18/03)   78.18   (m)          256.5    (f) LEVELING    3  
 CP3406
 CP3406.Superseded values are not recommended for survey control.
 CP3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3406.See file dsdata.txt to determine how the superseded data were derived.
 CP3406
 CP3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0149780918(NAD 83)
 CP3406_MARKER: I = METAL ROD
 CP3406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3406_SP_SET: STAINLESS STEEL ROD
 CP3406_STAMPING: F 363 1992
 CP3406_MARK LOGO: NGS   
 CP3406_PROJECTION: FLUSH
 CP3406_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3406+STABILITY: POSITION/ELEVATION WELL
 CP3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3406+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP3406_ROD/PIPE-DEPTH: 19.1 meters
 CP3406
 CP3406  HISTORY     - Date     Condition        Report By
 CP3406  HISTORY     - 1992     MONUMENTED       NGS
 CP3406  HISTORY     - 20000215 GOOD             MSHD
 CP3406  HISTORY     - 20020620 GOOD             PYBURN
 CP3406  HISTORY     - 20040315 GOOD             MSHD
 CP3406  HISTORY     - 20050319 GOOD             USPSQD
 CP3406
 CP3406                          STATION DESCRIPTION
 CP3406
 CP3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3406'IN VICKSBURG, AT THE INTERSECTION OF CLAY AND CLEVELAND STREETS, 16.5
 CP3406'M (54.1 FT) EAST OF THE CENTER OF CLEVELAND STREET, 13.9 M (45.6 FT)
 CP3406'NORTH OF AND LEVEL WITH THE CENTERLINE OF CLAY STREET, 2.6 M (8.5 FT)
 CP3406'SOUTH OF THE MOST WESTERLY OF THREE FLAGPOLES, AND 1.5 M (4.9 FT) WEST
 CP3406'OF THE NORTH LEG OF A SIGN (PARK VIEW MEDICAL CENTER).  NOTE--ACCESS
 CP3406'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CP3406
 CP3406                          STATION RECOVERY (2000)
 CP3406
 CP3406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP3406'RECOVERED IN GOOD CONDITION.
 CP3406
 CP3406                          STATION RECOVERY (2002)
 CP3406
 CP3406'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP3406'RECOVERED AS DESCRIBED
 CP3406'IPYBURN
 CP3406'
 CP3406
 CP3406                          STATION RECOVERY (2004)
 CP3406
 CP3406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004
 CP3406'RECOVERY NOTE BY PYBURN AND ODOM,INC. 2004 STATION RECOVERED IN GOOD
 CP3406'CONDITION AS DESCRIBED.
 CP3406
 CP3406                          STATION RECOVERY (2005)
 CP3406
 CP3406'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP3406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3217 ***********************************************************************
 BH3217  DESIGNATION -  F 364
 BH3217  PID         -  BH3217
 BH3217  STATE/COUNTY-  MS/JACKSON
 BH3217  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3217
 BH3217                         *CURRENT SURVEY CONTROL
 BH3217  ___________________________________________________________________
 BH3217* NAD 83(1986)-  30 28 18.     (N)    088 43 04.     (W)     SCALED    
 BH3217* NAVD 88     -         6.126  (meters)      20.10   (feet)  ADJUSTED  
 BH3217  ___________________________________________________________________
 BH3217  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH3217  DYNAMIC HT  -           6.118 (meters)      20.07  (feet)  COMP
 BH3217  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 BH3217
 BH3217  VERT ORDER  -  FIRST     CLASS II
 BH3217
 BH3217.The horizontal coordinates were scaled from a topographic map and have
 BH3217.an estimated accuracy of +/- 6 seconds.
 BH3217
 BH3217.The orthometric height was determined by differential leveling
 BH3217.and adjusted in September 1993.
 BH3217
 BH3217.The geoid height was determined by GEOID03.
 BH3217
 BH3217.The dynamic height is computed by dividing the NAVD 88
 BH3217.geopotential number by the normal gravity value computed on the
 BH3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3217.degrees latitude (g = 980.6199 gals.).
 BH3217
 BH3217.The modeled gravity was interpolated from observed gravity values.
 BH3217
 BH3217;                    North         East    Units  Estimated Accuracy
 BH3217;SPC MS E     -   107,710.      311,100.      MT  (+/- 180 meters Scaled)
 BH3217
 BH3217                          SUPERSEDED SURVEY CONTROL
 BH3217
 BH3217.No superseded survey control is available for this station.
 BH3217
 BH3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU351723(NAD 83)
 BH3217_MARKER: I = METAL ROD
 BH3217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3217_SP_SET: STAINLESS STEEL ROD
 BH3217_STAMPING: F 364 1993
 BH3217_MARK LOGO: NGS   
 BH3217_PROJECTION: FLUSH
 BH3217_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3217+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 BH3217_ROD/PIPE-DEPTH: 13.2 meters
 BH3217
 BH3217  HISTORY     - Date     Condition        Report By
 BH3217  HISTORY     - 1993     MONUMENTED       NGS
 BH3217  HISTORY     - 20040228 POOR             USPSQD
 BH3217  HISTORY     - 20040420 GOOD             MSHD
 BH3217  HISTORY     - 20050828 GOOD             USPSQD
 BH3217
 BH3217                          STATION DESCRIPTION
 BH3217
 BH3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3217'6.4 KM (3.95 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3217'IN VANCLEAVE, 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BH3217'8.4 M (27.6 FT) NORTH OF THE CENTER OF A DRIVEWAY, 4.8 M (15.7 FT)
 BH3217'EAST-SOUTHEAST OF A WITNESS POST AND A GUY CABLE ANCHOR, 1.0 M
 BH3217'(3.3 FT) NORTHWEST OF T-JUNCTION UTILITY POLE NUMBER 88 WITH 4 GUY
 BH3217'CABLES, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH3217'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3217
 BH3217                          STATION RECOVERY (2004)
 BH3217
 BH3217'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3217'ROAD BUILDING EQUIPMENT HAVE DESTROYED THIS MARK BY RAISING IT OUT OF
 BH3217'THE GROUND AND BREAKING THE CONCRETE BASE.
 BH3217
 BH3217                          STATION RECOVERY (2004)
 BH3217
 BH3217'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004 (DLG)
 BH3217'LOGO CAP MISSING, BUT LOGO RING,CONCRETE, AND THE ROD MONUMENT ALL
 BH3217'ARE IN GOOD CONDITION.
 BH3217
 BH3217                          STATION RECOVERY (2005)
 BH3217
 BH3217'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BH3217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3264 ***********************************************************************
 BH3264  DESIGNATION -  F 365
 BH3264  PID         -  BH3264
 BH3264  STATE/COUNTY-  MS/PEARL RIVER
 BH3264  USGS QUAD   -  CAESAR (1986)
 BH3264
 BH3264                         *CURRENT SURVEY CONTROL
 BH3264  ___________________________________________________________________
 BH3264* NAD 83(1986)-  30 31 02.     (N)    089 34 37.     (W)     SCALED    
 BH3264* NAVD 88     -        23.390  (meters)      76.74   (feet)  ADJUSTED  
 BH3264  ___________________________________________________________________
 BH3264  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BH3264  DYNAMIC HT  -          23.359 (meters)      76.64  (feet)  COMP
 BH3264  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BH3264
 BH3264  VERT ORDER  -  FIRST     CLASS II
 BH3264
 BH3264.The horizontal coordinates were scaled from a topographic map and have
 BH3264.an estimated accuracy of +/- 6 seconds.
 BH3264
 BH3264.The orthometric height was determined by differential leveling
 BH3264.and adjusted in February 1994.
 BH3264
 BH3264.The geoid height was determined by GEOID03.
 BH3264
 BH3264.The dynamic height is computed by dividing the NAVD 88
 BH3264.geopotential number by the normal gravity value computed on the
 BH3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3264.degrees latitude (g = 980.6199 gals.).
 BH3264
 BH3264.The modeled gravity was interpolated from observed gravity values.
 BH3264
 BH3264;                    North         East    Units  Estimated Accuracy
 BH3264;SPC MS E     -   112,990.      228,630.      MT  (+/- 180 meters Scaled)
 BH3264
 BH3264                          SUPERSEDED SURVEY CONTROL
 BH3264
 BH3264.No superseded survey control is available for this station.
 BH3264
 BH3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU527789(NAD 83)
 BH3264_MARKER: I = METAL ROD
 BH3264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3264_SP_SET: STAINLESS STEEL ROD
 BH3264_STAMPING: F 365 1993
 BH3264_MARK LOGO: NGS   
 BH3264_PROJECTION: FLUSH
 BH3264_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3264+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3264_ROD/PIPE-DEPTH: 19.2 meters
 BH3264
 BH3264  HISTORY     - Date     Condition        Report By
 BH3264  HISTORY     - 1993     MONUMENTED       NGS
 BH3264
 BH3264                          STATION DESCRIPTION
 BH3264
 BH3264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3264'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION OF
 BH3264'INTERSTATE HIGHWAY 59 (EXIT 4) IN PICAYUNE, 20.6 M (67.6 FT) NORTH OF
 BH3264'THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.1 FT) EAST OF THE CENTER OF
 BH3264'A FIELD ENTRANCE ROAD AND GATE, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 BH3264'POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE
 BH3264'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3251 ***********************************************************************
 BH3251  DESIGNATION -  F 366
 BH3251  PID         -  BH3251
 BH3251  STATE/COUNTY-  MS/PEARL RIVER
 BH3251  USGS QUAD   -  NICHOLSON (1993)
 BH3251
 BH3251                         *CURRENT SURVEY CONTROL
 BH3251  ___________________________________________________________________
 BH3251* NAD 83(1986)-  30 28 38.     (N)    089 41 34.     (W)     SCALED    
 BH3251* NAVD 88     -        14.633  (meters)      48.01   (feet)  ADJUSTED  
 BH3251  ___________________________________________________________________
 BH3251  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BH3251  DYNAMIC HT  -          14.614 (meters)      47.95  (feet)  COMP
 BH3251  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BH3251
 BH3251  VERT ORDER  -  FIRST     CLASS II
 BH3251
 BH3251.The horizontal coordinates were scaled from a topographic map and have
 BH3251.an estimated accuracy of +/- 6 seconds.
 BH3251
 BH3251.The orthometric height was determined by differential leveling
 BH3251.and adjusted in February 1994.
 BH3251
 BH3251.The geoid height was determined by GEOID03.
 BH3251
 BH3251.The dynamic height is computed by dividing the NAVD 88
 BH3251.geopotential number by the normal gravity value computed on the
 BH3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3251.degrees latitude (g = 980.6199 gals.).
 BH3251
 BH3251.The modeled gravity was interpolated from observed gravity values.
 BH3251
 BH3251;                    North         East    Units  Estimated Accuracy
 BH3251;SPC MS E     -   108,640.      217,480.      MT  (+/- 180 meters Scaled)
 BH3251
 BH3251                          SUPERSEDED SURVEY CONTROL
 BH3251
 BH3251.No superseded survey control is available for this station.
 BH3251
 BH3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU414747(NAD 83)
 BH3251_MARKER: I = METAL ROD
 BH3251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3251_SP_SET: STAINLESS STEEL ROD
 BH3251_STAMPING: F 366 1993
 BH3251_MARK LOGO: NGS   
 BH3251_PROJECTION: RECESSED 2 CENTIMETERS
 BH3251_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3251+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3251_ROD/PIPE-DEPTH: 8.5  meters
 BH3251
 BH3251  HISTORY     - Date     Condition        Report By
 BH3251  HISTORY     - 1993     MONUMENTED       NGS
 BH3251  HISTORY     - 20050817 GOOD             NGS
 BH3251
 BH3251                          STATION DESCRIPTION
 BH3251
 BH3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3251'5.6 KM (3.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 11 FROM THE POST
 BH3251'OFFICE IN PICAYUNE, 14.3 M (46.9 FT) NORTH OF THE EXTENDED CENTER OF
 BH3251'EMMETT MEITZLER ROAD, 11.6 M (38.1 FT) WEST OF AND LEVEL WITH THE
 BH3251'HIGHWAY CENTERLINE, 9.5 M (31.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 BH3251'NORFOLK SOUTHERN RAILROAD, 1.8 M (5.9 FT) NORTH OF UTILITY POLE
 BH3251'NUMBER 52, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 BH3251'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3251
 BH3251                          STATION RECOVERY (2005)
 BH3251
 BH3251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3251'N302837.8 W0894133.9  ALSO 7.5 FT N OF NEWER PWR POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1153 ***********************************************************************
 EG1153  DESIGNATION -  F 37
 EG1153  PID         -  EG1153
 EG1153  STATE/COUNTY-  MS/DE SOTO
 EG1153  USGS QUAD   -  HERNANDO (1982)
 EG1153
 EG1153                         *CURRENT SURVEY CONTROL
 EG1153  ___________________________________________________________________
 EG1153* NAD 83(1986)-  34 49 25.     (N)    089 59 05.     (W)     SCALED    
 EG1153* NAVD 88     -       117.447  (meters)     385.32   (feet)  ADJUSTED  
 EG1153  ___________________________________________________________________
 EG1153  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1153  DYNAMIC HT  -         117.335 (meters)     384.96  (feet)  COMP
 EG1153  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EG1153
 EG1153  VERT ORDER  -  SECOND    CLASS 0
 EG1153
 EG1153.The horizontal coordinates were scaled from a topographic map and have
 EG1153.an estimated accuracy of +/- 6 seconds.
 EG1153
 EG1153.The orthometric height was determined by differential leveling
 EG1153.and adjusted in June 1991.
 EG1153
 EG1153.The geoid height was determined by GEOID03.
 EG1153
 EG1153.The dynamic height is computed by dividing the NAVD 88
 EG1153.geopotential number by the normal gravity value computed on the
 EG1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1153.degrees latitude (g = 980.6199 gals.).
 EG1153
 EG1153.The modeled gravity was interpolated from observed gravity values.
 EG1153
 EG1153;                    North         East    Units  Estimated Accuracy
 EG1153;SPC MS W     -   590,360.      731,890.      MT  (+/- 180 meters Scaled)
 EG1153
 EG1153                          SUPERSEDED SURVEY CONTROL
 EG1153
 EG1153  NGVD 29 (??/??/92)  117.422  (m)          385.24   (f) ADJ UNCH    2 0
 EG1153
 EG1153.Superseded values are not recommended for survey control.
 EG1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1153.See file dsdata.txt to determine how the superseded data were derived.
 EG1153
 EG1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD270575(NAD 83)
 EG1153_MARKER: DB = BENCH MARK DISK
 EG1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1153+STABILITY: SURFACE MOTION
 EG1153
 EG1153  HISTORY     - Date     Condition        Report By
 EG1153  HISTORY     - UNK      MONUMENTED       CGS
 EG1153  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1153  HISTORY     - 1970     MARK NOT FOUND   LOCSUR
 EG1153  HISTORY     - 1976     MARK NOT FOUND   USGS
 EG1153  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EG1153
 EG1153                          STATION DESCRIPTION
 EG1153
 EG1153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1153'IN HERNANDO.
 EG1153'IT IS 100 FEET NORTHEAST OF THE ILLINOIS CENTRAL RAILROAD STATION AT A
 EG1153'ROAD CROSSING, 39 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 15 FEET
 EG1153'EAST OF THE CENTER OF THE TRACK, AND 7 FEET SOUTHEAST OF THE CROSSING
 EG1153'SIGN.  NOTE-- AREA DESCRIBED IS NOW A BIG GULLEY.
 EG1153
 EG1153                          STATION RECOVERY (1970)
 EG1153
 EG1153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 EG1153'MARK NOT FOUND.
 EG1153
 EG1153                          STATION RECOVERY (1976)
 EG1153
 EG1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EG1153'MARK NOT FOUND.
 EG1153
 EG1153                          STATION RECOVERY (2008)
 EG1153
 EG1153'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1153'MARK APPARENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1145 ***********************************************************************
 EG1145  DESIGNATION -  F 38
 EG1145  PID         -  EG1145
 EG1145  STATE/COUNTY-  MS/PANOLA
 EG1145  USGS QUAD   -  SPLINTER (1980)
 EG1145
 EG1145                         *CURRENT SURVEY CONTROL
 EG1145  ___________________________________________________________________
 EG1145* NAD 83(1986)-  34 21 08.     (N)    089 43 48.     (W)     SCALED    
 EG1145* NAVD 88     -       133.774  (meters)     438.89   (feet)  ADJUSTED  
 EG1145  ___________________________________________________________________
 EG1145  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EG1145  DYNAMIC HT  -         133.644 (meters)     438.46  (feet)  COMP
 EG1145  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 EG1145
 EG1145  VERT ORDER  -  SECOND    CLASS 0
 EG1145
 EG1145.The horizontal coordinates were scaled from a topographic map and have
 EG1145.an estimated accuracy of +/- 6 seconds.
 EG1145
 EG1145.The orthometric height was determined by differential leveling
 EG1145.and adjusted in June 1991.
 EG1145
 EG1145.The geoid height was determined by GEOID03.
 EG1145
 EG1145.The dynamic height is computed by dividing the NAVD 88
 EG1145.geopotential number by the normal gravity value computed on the
 EG1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1145.degrees latitude (g = 980.6199 gals.).
 EG1145
 EG1145.The modeled gravity was interpolated from observed gravity values.
 EG1145
 EG1145;                    North         East    Units  Estimated Accuracy
 EG1145;SPC MS W     -   538,180.      755,510.      MT  (+/- 180 meters Scaled)
 EG1145
 EG1145                          SUPERSEDED SURVEY CONTROL
 EG1145
 EG1145  NGVD 29 (??/??/92)  133.765  (m)          438.86   (f) ADJ UNCH    2 0
 EG1145
 EG1145.Superseded values are not recommended for survey control.
 EG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1145.See file dsdata.txt to determine how the superseded data were derived.
 EG1145
 EG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD489045(NAD 83)
 EG1145_MARKER: DB = BENCH MARK DISK
 EG1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1145_STAMPING: F 38 (1934)
 EG1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1145+STABILITY: SURFACE MOTION
 EG1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1145+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2008
 EG1145
 EG1145  HISTORY     - Date     Condition        Report By
 EG1145  HISTORY     - 1934     MONUMENTED       CGS
 EG1145  HISTORY     - 1967     GOOD             MSHD
 EG1145  HISTORY     - 20050818 GOOD             INDIV
 EG1145  HISTORY     - 20060915 GOOD             USACE
 EG1145  HISTORY     - 20080122 GOOD             MSDOT
 EG1145
 EG1145                          STATION DESCRIPTION
 EG1145
 EG1145'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1145'12 MI SE FROM SARDIS.
 EG1145'THE MARK IS LOCATED APPROXIMATELY 12 MILES SOUTHEAST OF SARDIS, 13
 EG1145'MILES NORTHEAST OF BATESVILLE AND IS IN THE SOUTHWEST 1/4 OF SECTION
 EG1145'28, T 8S, R 5W.  TO REACH FROM THE THIRD DISTRICT OFFICE OF THE
 EG1145'MISSISSIPPI HIGHWAY PATROL IN BATESVILLE, GO SOUTH ON U.S. HIGHWAY 51
 EG1145'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 6.  TURN LEFT
 EG1145'(EAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 6 FOR 1.4 MILES TO 1-55.
 EG1145'CONTINUE (NORTHEAST) ON MISSISSIPPI HIGHWAY 6 FOR 7.45 MILES TO
 EG1145'MISSISSIPPI HIGHWAY 315 ON THE RIGHT.  CONTINUE (NORTHEAST) ON
 EG1145'MISSISSIPPI HIGHWAY 6 FOR 3.8 MILES TO A CROSSROADS.  TURN LEFT
 EG1145'(NORTHWEST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.4 MILE TO A T
 EG1145'INTERSECTION.  TURN SHARP RIGHT (NORTHEAST) AND CONTINUE ON AN ALL
 EG1145'WEATHER ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 EG1145'MARK IS A DISK SET IN THE TOP OF A 8 IN. ROUND, CONCRETE POST.  IT IS
 EG1145'42 FEET SOUTHWEST OF AN 18 IN. OAK, 28 FEET NORTHWEST OF THE CENTER OF
 EG1145'THE GRAVELED ROAD AND 1 FOOT ABOVE THE GRAVEL ROAD, PROJECTS 3 IN. AND
 EG1145'0.7 FEET SOUTHWEST OF A METAL WITNESS POST.
 EG1145
 EG1145                          STATION RECOVERY (2005)
 EG1145
 EG1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RPB)
 EG1145'RECOVERED IN GOOD CONDITION.
 EG1145
 EG1145                          STATION RECOVERY (2006)
 EG1145
 EG1145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (KEJ)
 EG1145'MARK IS IN DENSE WOODS. 2005 RECOVERY NOTE STATES IT IS SUITABLE FOR
 EG1145'SATELLITE OBSERVATIONS.
 EG1145
 EG1145                          STATION RECOVERY (2008)
 EG1145
 EG1145'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1145'THE 1967 DESCRIPTION IS SUFFICIENT FOR LOCATING THE MARK ALTHOUGH THE
 EG1145'GRAVEL ROAD MENTIONED IN THE DESCRIPTION IS NOW PAVED. THE MARK IS
 EG1145'ALSO LOCATED 350' NORTHEAST OF A LARGE WATER TANK VISIBLE FOR MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8608 ***********************************************************************
 DJ8608  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8608  DESIGNATION -  F 38X
 DJ8608  PID         -  DJ8608
 DJ8608  STATE/COUNTY-  MS/PANOLA
 DJ8608  USGS QUAD   -  SPLINTER (1980)
 DJ8608
 DJ8608                         *CURRENT SURVEY CONTROL
 DJ8608  ___________________________________________________________________
 DJ8608* NAD 83(2007)-  34 21 08.33082(N)    089 43 44.84529(W)     ADJUSTED  
 DJ8608* NAVD 88     -       132.34   (meters)     434.2    (feet)  GPS OBS   
 DJ8608  ___________________________________________________________________
 DJ8608  EPOCH DATE  -        2002.00
 DJ8608  X           -      24,921.382 (meters)                     COMP
 DJ8608  Y           -  -5,271,333.553 (meters)                     COMP
 DJ8608  Z           -   3,578,838.109 (meters)                     COMP
 DJ8608  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DJ8608  ELLIP HEIGHT-         105.650 (meters)          (02/15/08) ADJUSTED
 DJ8608  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DJ8608  HORZ ORDER  -  FIRST
 DJ8608  ELLP ORDER  -  FOURTH    CLASS II
 DJ8608
 DJ8608.The horizontal coordinates were established by GPS observations
 DJ8608.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8608
 DJ8608.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8608.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8608.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8608.The epoch date for horizontal control is a decimal equivalence
 DJ8608.of Year/Month/Day.
 DJ8608
 DJ8608.The orthometric height was determined by GPS observations and a
 DJ8608.high-resolution geoid model.
 DJ8608.The orthometric height was determined by GPS observations and a
 DJ8608.high-resolution geoid model using precise GPS observation and
 DJ8608.processing techniques.
 DJ8608
 DJ8608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8608
 DJ8608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8608
 DJ8608.The ellipsoidal height was determined by GPS observations
 DJ8608.and is referenced to NAD 83.
 DJ8608
 DJ8608.The geoid height was determined by GEOID03.
 DJ8608
 DJ8608;                    North         East     Units Scale Factor Converg.
 DJ8608;SPC MS W     -   538,191.297   755,585.871   MT  0.99998807   +0 20 27.4
 DJ8608;SPC MS W     - 1,765,715.95  2,478,951.31   sFT  0.99998807   +0 20 27.4
 DJ8608;UTM  16      - 3,804,595.933   248,981.851   MT  1.00037676   -1 32 26.9
 DJ8608
 DJ8608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8608!SPC MS W     -   0.99998342  x   0.99998807  =   0.99997149
 DJ8608!UTM  16      -   0.99998342  x   1.00037676  =   1.00036017
 DJ8608
 DJ8608                          SUPERSEDED SURVEY CONTROL
 DJ8608
 DJ8608.No superseded survey control is available for this station.
 DJ8608
 DJ8608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4898204596(NAD 83)
 DJ8608_MARKER: I = METAL ROD
 DJ8608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ8608+WITH SETTING: INFORMATION.
 DJ8608_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8608_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ8608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8608+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2006
 DJ8608_ROD/PIPE-DEPTH:  0.6 meters
 DJ8608
 DJ8608  HISTORY     - Date     Condition        Report By
 DJ8608  HISTORY     - 20061221 MONUMENTED       EMCINC
 DJ8608
 DJ8608                          STATION DESCRIPTION
 DJ8608
 DJ8608'DESCRIBED BY EMC INCORPORATED 2006
 DJ8608'SET SOUTH OF FILE ROAD IN OPEN PASTURE. SET 1/2 IN IRON ROD, 18 IN
 DJ8608'LONG, 4 IN BELOW GROUND SURFACE.
 DJ8608' 
 DJ8608'TO REACH MARK FROM THE INTERSECTION OF I-55 AND HIGHWAY 6, GO EAST ON
 DJ8608'HIGHWAY 6 FOR 11.43 MI (18.4 KM) TO MURPHY RIDGE ROAD, TURN NORTH AND
 DJ8608'GO 0.47 MI (0.8 KM) TO FILE ROAD, GO EAST FOR 0.07 MI (0.1 KM) TO MARK
 DJ8608'ON RIGHT. LOCATED 109.3' AT 140 DEG FROM CENTERLINE OF FILE ROAD,
 DJ8608'122.4' AT 203 DEG FROM POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1220 ***********************************************************************
 EG1220  DESIGNATION -  F 39
 EG1220  PID         -  EG1220
 EG1220  STATE/COUNTY-  MS/DE SOTO
 EG1220  USGS QUAD   -  BYHALIA NW (1971)
 EG1220
 EG1220                         *CURRENT SURVEY CONTROL
 EG1220  ___________________________________________________________________
 EG1220* NAD 83(1986)-  34 53 15.     (N)    089 43 37.     (W)     SCALED    
 EG1220* NAVD 88     -       113.084  (meters)     371.01   (feet)  ADJUSTED  
 EG1220  ___________________________________________________________________
 EG1220  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1220  DYNAMIC HT  -         112.976 (meters)     370.66  (feet)  COMP
 EG1220  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 EG1220
 EG1220  VERT ORDER  -  SECOND    CLASS 0
 EG1220
 EG1220.The horizontal coordinates were scaled from a topographic map and have
 EG1220.an estimated accuracy of +/- 6 seconds.
 EG1220
 EG1220.The orthometric height was determined by differential leveling
 EG1220.and adjusted in June 1991.
 EG1220
 EG1220.The geoid height was determined by GEOID03.
 EG1220
 EG1220.The dynamic height is computed by dividing the NAVD 88
 EG1220.geopotential number by the normal gravity value computed on the
 EG1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1220.degrees latitude (g = 980.6199 gals.).
 EG1220
 EG1220.The modeled gravity was interpolated from observed gravity values.
 EG1220
 EG1220;                    North         East    Units  Estimated Accuracy
 EG1220;SPC MS W     -   597,560.      755,430.      MT  (+/- 180 meters Scaled)
 EG1220
 EG1220                          SUPERSEDED SURVEY CONTROL
 EG1220
 EG1220  NGVD 29 (??/??/92)  113.039  (m)          370.86   (f) ADJ UNCH    2 0
 EG1220
 EG1220.Superseded values are not recommended for survey control.
 EG1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1220.See file dsdata.txt to determine how the superseded data were derived.
 EG1220
 EG1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD507639(NAD 83)
 EG1220_MARKER: DB = BENCH MARK DISK
 EG1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1220+STABILITY: SURFACE MOTION
 EG1220
 EG1220  HISTORY     - Date     Condition        Report By
 EG1220  HISTORY     - UNK      MONUMENTED       CGS
 EG1220  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1220  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1220
 EG1220                          STATION DESCRIPTION
 EG1220
 EG1220'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1220'2.4 MI NW FROM BYHALIA.
 EG1220'LOCATED ABOUT 2.4 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1220'RAILWAY FROM THE STATION AT BYHALIA.  IT IS ABOUT 115 FEET WEST OF
 EG1220'POLE 509 + 15, ABOUT 45 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 EG1220'HIGHWAY 78, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 6 FEET
 EG1220'NORTH OF A LARGE OAK TREE.
 EG1220
 EG1220                          STATION RECOVERY (2008)
 EG1220
 EG1220'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1220'MARK APPARENTLY DESTROYED BY CONSTRUCTION OF OLD HIGHWAY 78.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1152 ***********************************************************************
 DJ1152  CBN         -  This is a Cooperative Base Network Control Station.
 DJ1152  DESIGNATION -  F 4
 DJ1152  PID         -  DJ1152
 DJ1152  STATE/COUNTY-  MS/WEBSTER
 DJ1152  USGS QUAD   -  SAPA (1972)
 DJ1152
 DJ1152                         *CURRENT SURVEY CONTROL
 DJ1152  ___________________________________________________________________
 DJ1152* NAD 83(2007)-  33 32 11.06999(N)    089 07 41.57926(W)     ADJUSTED  
 DJ1152* NAVD 88     -       129.011  (meters)     423.26   (feet)  ADJUSTED  
 DJ1152  ___________________________________________________________________
 DJ1152  EPOCH DATE  -        2002.00
 DJ1152  X           -      80,972.574 (meters)                     COMP
 DJ1152  Y           -  -5,321,307.986 (meters)                     COMP
 DJ1152  Z           -   3,503,756.859 (meters)                     COMP
 DJ1152  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DJ1152  ELLIP HEIGHT-         101.175 (meters)          (02/10/07) ADJUSTED
 DJ1152  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1152  DYNAMIC HT  -         128.871 (meters)     422.80  (feet)  COMP
 DJ1152
 DJ1152  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ1152  Type    PID    Designation                      North   East  Ellip
 DJ1152  -------------------------------------------------------------------
 DJ1152  NETWORK DJ1152 F 4                               0.78   0.74   3.29
 DJ1152  -------------------------------------------------------------------
 DJ1152  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 DJ1152
 DJ1152  VERT ORDER  -  FIRST     CLASS II
 DJ1152
 DJ1152.The horizontal coordinates were established by GPS observations
 DJ1152.and adjusted by the National Geodetic Survey in February 2007.
 DJ1152
 DJ1152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ1152.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ1152.The horizontal coordinates are valid at the epoch date displayed above.
 DJ1152.The epoch date for horizontal control is a decimal equivalence
 DJ1152.of Year/Month/Day.
 DJ1152
 DJ1152.The orthometric height was determined by differential leveling
 DJ1152.and adjusted in June 1991.
 DJ1152
 DJ1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1152
 DJ1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1152
 DJ1152.The ellipsoidal height was determined by GPS observations
 DJ1152.and is referenced to NAD 83.
 DJ1152
 DJ1152.The geoid height was determined by GEOID03.
 DJ1152
 DJ1152.The dynamic height is computed by dividing the NAVD 88
 DJ1152.geopotential number by the normal gravity value computed on the
 DJ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1152.degrees latitude (g = 980.6199 gals.).
 DJ1152
 DJ1152.The modeled gravity was interpolated from observed gravity values.
 DJ1152
 DJ1152;                    North         East     Units Scale Factor Converg.
 DJ1152;SPC MS E     -   447,567.969   272,611.508   MT  0.99995924   -0 09 46.5
 DJ1152;SPC MS E     - 1,468,395.91    894,392.92   sFT  0.99995924   -0 09 46.5
 DJ1152;UTM  16      - 3,712,783.986   302,384.767   MT  1.00008147   -1 10 34.1
 DJ1152
 DJ1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1152!SPC MS E     -   0.99998412  x   0.99995924  =   0.99994336
 DJ1152!UTM  16      -   0.99998412  x   1.00008147  =   1.00006559
 DJ1152
 DJ1152                          SUPERSEDED SURVEY CONTROL
 DJ1152
 DJ1152  ELLIP H (04/15/02)  101.173  (m)                       GP(       ) 4 2
 DJ1152  NAD 83(1993)-  33 32 11.06988(N)    089 07 41.57927(W) AD(       ) B
 DJ1152  ELLIP H (02/15/02)  101.170  (m)                       GP(       ) 4 1
 DJ1152  NGVD 29 (??/??/92)  128.939  (m)          423.03   (f) ADJ UNCH    1 2
 DJ1152
 DJ1152.Superseded values are not recommended for survey control.
 DJ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1152.See file dsdata.txt to determine how the superseded data were derived.
 DJ1152
 DJ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC0238512784(NAD 83)
 DJ1152_MARKER: DB = BENCH MARK DISK
 DJ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1152_STAMPING: F 4 1933
 DJ1152_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1152+STABILITY: SURFACE MOTION
 DJ1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1152+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2000
 DJ1152
 DJ1152  HISTORY     - Date     Condition        Report By
 DJ1152  HISTORY     - 1933     MONUMENTED       CGS
 DJ1152  HISTORY     - 1971     GOOD             NGS
 DJ1152  HISTORY     - 20000609 GOOD             NGS
 DJ1152
 DJ1152                          STATION DESCRIPTION
 DJ1152
 DJ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DJ1152'IN MATHISTON.
 DJ1152'THE BENCH MARK IS 215 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DJ1152'MATHISTON GRAMMAR SCHOOL BUILDING, 13.5 FEET NORTH OF THE CENTER LINE
 DJ1152'OF THE COLUMBUS AND GREENVILLE RAILROAD TRACKS, AND 33 FEET WEST OF
 DJ1152'THE CENTER LINE OF THE BLACKTOP ROAD CROSSING THE RAILROAD TRACK. DUE
 DJ1152'TO A NOTCH CUT IN THE FACE OF THE DISK, THE STAMPING F 4 HAS BEEN
 DJ1152'REMOVED, BUT THE DATE 1933 IS STILL CLEAR.  A RUBBING OF THE DISK IS
 DJ1152'ENCLOSED WHICH SHOWS THE NOTCH.  IT IS A STANDARD BENCH MARK DISK SET
 DJ1152'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 1 1/2 INCHES ABOVE GROUND
 DJ1152'LEVEL.
 DJ1152
 DJ1152                          STATION RECOVERY (2000)
 DJ1152
 DJ1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1152'THE STATION F4 IS IN MATHISTON, MS.  TO REACH THE STATION FROM THE
 DJ1152'INTERSECTION OF ROUTES 15, 403, AND US 82 ON THE NORTH SIDE OF
 DJ1152'MATHISTON, DRIVE SOUTH ON RTE 15 (HORTON ST.) FOR 0.2 MI (0.3 KM) TO
 DJ1152'SCOTT AVE. (THE POST OFFICE IS ON THE OPPOSITE CORNER), TURN RIGHT AND
 DJ1152'PROCEED WEST ON SCOTT AVE.  FOR 0.2 MI (0.3 KM) TO A RAILROAD CROSSING
 DJ1152'ON THE LEFT AND A Y INTERSECTION.  TAKE THE ANGLE WOUTHWARD TOWARD THE
 DJ1152'RR TRACKS TO THE MARK ON THE RIGHT, WEST OF THE ROAD, NORTH OF THE
 DJ1152'TRACKS, AND ABOUT 150 NORTH OF A 1 STORY BRICK AND METAL ROOF SCHOOL
 DJ1152'BUILDING.  THE STATION MARK IS 11.3 FT (3.4 M) NORTH OF THE NORTH
 DJ1152'RAIL, 20.6 FT (6.3 M) SW OF AN RR XING SIGN, 36 FT (11.0 M) WEST OF
 DJ1152'THE CENTERLINE OF THE PAVE ROAD THAT CROSSES THE TRACKS, 52 FT (15.8
 DJ1152'M) SOUTH OF THE CENTERLINE OF WELCH ST., 72.7 FT (22.2 M) NORTH OF A
 DJ1152'WOODEN POWER POLE P15 WITH DOUBLE CROSS ARMS, A LIGHT, AND 2 GUYS, AND
 DJ1152'1 FT (0.3 M) SOUTH OF AN ORANGE WITNESS POST.  THE DESIGNATION F 4 HAS
 DJ1152'BEEN RESTAMPED ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0622 ***********************************************************************
 EG0622  DESIGNATION -  F 4
 EG0622  PID         -  EG0622
 EG0622  STATE/COUNTY-  MS/UNION
 EG0622  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG0622
 EG0622                         *CURRENT SURVEY CONTROL
 EG0622  ___________________________________________________________________
 EG0622* NAD 83(1986)-  34 27 49.     (N)    088 58 51.     (W)     SCALED    
 EG0622* NAVD 88     -       139.685  (meters)     458.28   (feet)  ADJUSTED  
 EG0622  ___________________________________________________________________
 EG0622  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EG0622  DYNAMIC HT  -         139.550 (meters)     457.84  (feet)  COMP
 EG0622  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EG0622
 EG0622  VERT ORDER  -  SECOND    CLASS 0
 EG0622
 EG0622.The horizontal coordinates were scaled from a topographic map and have
 EG0622.an estimated accuracy of +/- 6 seconds.
 EG0622
 EG0622.The orthometric height was determined by differential leveling
 EG0622.and adjusted in June 1991.
 EG0622
 EG0622.The geoid height was determined by GEOID03.
 EG0622
 EG0622.The dynamic height is computed by dividing the NAVD 88
 EG0622.geopotential number by the normal gravity value computed on the
 EG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0622.degrees latitude (g = 980.6199 gals.).
 EG0622
 EG0622.The modeled gravity was interpolated from observed gravity values.
 EG0622
 EG0622;                    North         East    Units  Estimated Accuracy
 EG0622;SPC MS E     -   550,380.      286,450.      MT  (+/- 180 meters Scaled)
 EG0622
 EG0622                          SUPERSEDED SURVEY CONTROL
 EG0622
 EG0622  NGVD 29 (??/??/92)  139.646  (m)          458.16   (f) ADJ UNCH    2 0
 EG0622
 EG0622.Superseded values are not recommended for survey control.
 EG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0622.See file dsdata.txt to determine how the superseded data were derived.
 EG0622
 EG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD180153(NAD 83)
 EG0622_MARKER: DD = SURVEY DISK
 EG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0622_STAMPING: F 4 1959
 EG0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0622+STABILITY: SURFACE MOTION
 EG0622
 EG0622  HISTORY     - Date     Condition        Report By
 EG0622  HISTORY     - 1959     MONUMENTED       MSHD
 EG0622  HISTORY     - 1965     GOOD             MSHD
 EG0622  HISTORY     - 1975     MARK NOT FOUND   USGS
 EG0622
 EG0622                          STATION DESCRIPTION
 EG0622
 EG0622'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0622'2.7 MI NW FROM NEW ALBANY.
 EG0622'TO REACH THE MARK FROM THE POST OFFICE IN NEW ALBANY GO SOUTHEAST ON
 EG0622'U. S. 78 FOR 2.7 MILES TO MISSISSIPPI STATE HIGHWAY DEPARTMENT
 EG0622'MAINTANANCE LOT AND MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE
 EG0622'TOP OF AN 8-INCH SQUARE, CONCRETE POST.  IT IS LOCATED AT THE ENTRANCE
 EG0622'TO STATE HIGHWAY DEPARTMENT MAINTANANCE LOT, 78 FEET WEST OF THE
 EG0622'CENTERLINE OF THE DRIVEWAY, 59 FEET NORTH OF THE CENTERLINE OF U. S.
 EG0622'78, 51 FEET SOUTHWEST OF A POWERLINE POLE AND FLUSH WITH THE GROUND.
 EG0622
 EG0622                          STATION RECOVERY (1975)
 EG0622
 EG0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EG0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0927 ***********************************************************************
 EG0927  DESIGNATION -  F 41
 EG0927  PID         -  EG0927
 EG0927  STATE/COUNTY-  MS/TIPPAH
 EG0927  USGS QUAD   -  FALKNER (1982)
 EG0927
 EG0927                         *CURRENT SURVEY CONTROL
 EG0927  ___________________________________________________________________
 EG0927* NAD 83(1986)-  34 50 29.     (N)    088 56 01.     (W)     SCALED    
 EG0927* NAVD 88     -       140.911  (meters)     462.31   (feet)  ADJUSTED  
 EG0927  ___________________________________________________________________
 EG0927  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0927  DYNAMIC HT  -         140.775 (meters)     461.86  (feet)  COMP
 EG0927  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EG0927
 EG0927  VERT ORDER  -  SECOND    CLASS 0
 EG0927
 EG0927.The horizontal coordinates were scaled from a topographic map and have
 EG0927.an estimated accuracy of +/- 6 seconds.
 EG0927
 EG0927.The orthometric height was determined by differential leveling
 EG0927.and adjusted in June 1991.
 EG0927
 EG0927.The geoid height was determined by GEOID03.
 EG0927
 EG0927.The dynamic height is computed by dividing the NAVD 88
 EG0927.geopotential number by the normal gravity value computed on the
 EG0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0927.degrees latitude (g = 980.6199 gals.).
 EG0927
 EG0927.The modeled gravity was interpolated from observed gravity values.
 EG0927
 EG0927;                    North         East    Units  Estimated Accuracy
 EG0927;SPC MS E     -   592,280.      290,830.      MT  (+/- 180 meters Scaled)
 EG0927
 EG0927                          SUPERSEDED SURVEY CONTROL
 EG0927
 EG0927  NGVD 29 (??/??/92)  140.878  (m)          462.20   (f) ADJ UNCH    2 0
 EG0927
 EG0927.Superseded values are not recommended for survey control.
 EG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0927.See file dsdata.txt to determine how the superseded data were derived.
 EG0927
 EG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD232571(NAD 83)
 EG0927_MARKER: DB = BENCH MARK DISK
 EG0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0927_STAMPING: F 41 1934
 EG0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0927+STABILITY: SURFACE MOTION
 EG0927
 EG0927  HISTORY     - Date     Condition        Report By
 EG0927  HISTORY     - 1934     MONUMENTED       CGS
 EG0927  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0927  HISTORY     - 1971     MARK NOT FOUND   NGS
 EG0927  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0927
 EG0927                          STATION DESCRIPTION
 EG0927
 EG0927'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0927'16.0 MI S FROM MIDDLETON.
 EG0927'IN TIPPAH COUNTY, MISSISSIPPI, 16.0 MILES SOUTH ALONG THE GULF, MOBILE
 EG0927'AND NORTHERN RAILROAD FROM THE SOUTHERN RAILWAY STATION AT MIDDLETON,
 EG0927'HARDEMAN COUNTY, TENN., 78 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 EG0927'THE STATION AT FALKNER, 9 POLES SOUTH OF MILEPOST 353, 72 FEET EAST OF
 EG0927'A SEMAPHORE, AND 69 FEET EAST OF THE CENTERLINE OF THE TRACK. A
 EG0927'STANDARD DISK, STAMPED F 41 1934 AND SET IN THE TOP OF A CONCRETE
 EG0927'POST.
 EG0927
 EG0927                          STATION RECOVERY (1971)
 EG0927
 EG0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG0927'MARK NOT FOUND.
 EG0927
 EG0927                          STATION RECOVERY (1979)
 EG0927
 EG0927'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1066 ***********************************************************************
 EG1066  DESIGNATION -  F 42
 EG1066  PID         -  EG1066
 EG1066  STATE/COUNTY-  MS/PONTOTOC
 EG1066  USGS QUAD   -  SOUTHWEST PONTOTOC (1972)
 EG1066
 EG1066                         *CURRENT SURVEY CONTROL
 EG1066  ___________________________________________________________________
 EG1066* NAD 83(1986)-  34 10 38.     (N)    089 01 50.     (W)     SCALED    
 EG1066* NAVD 88     -       123.335  (meters)     404.64   (feet)  ADJUSTED  
 EG1066  ___________________________________________________________________
 EG1066  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EG1066  DYNAMIC HT  -         123.210 (meters)     404.23  (feet)  COMP
 EG1066  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 EG1066
 EG1066  VERT ORDER  -  SECOND    CLASS 0
 EG1066
 EG1066.The horizontal coordinates were scaled from a topographic map and have
 EG1066.an estimated accuracy of +/- 6 seconds.
 EG1066
 EG1066.The orthometric height was determined by differential leveling
 EG1066.and adjusted in June 1991.
 EG1066
 EG1066.The geoid height was determined by GEOID03.
 EG1066
 EG1066.The dynamic height is computed by dividing the NAVD 88
 EG1066.geopotential number by the normal gravity value computed on the
 EG1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1066.degrees latitude (g = 980.6199 gals.).
 EG1066
 EG1066.The modeled gravity was interpolated from observed gravity values.
 EG1066
 EG1066;                    North         East    Units  Estimated Accuracy
 EG1066;SPC MS E     -   518,620.      281,820.      MT  (+/- 180 meters Scaled)
 EG1066
 EG1066                          SUPERSEDED SURVEY CONTROL
 EG1066
 EG1066  NGVD 29 (??/??/92)  123.278  (m)          404.45   (f) ADJ UNCH    2 0
 EG1066
 EG1066.Superseded values are not recommended for survey control.
 EG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1066.See file dsdata.txt to determine how the superseded data were derived.
 EG1066
 EG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC128836(NAD 83)
 EG1066_MARKER: DB = BENCH MARK DISK
 EG1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1066_STAMPING: F 42 1935
 EG1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1066+STABILITY: SURFACE MOTION
 EG1066
 EG1066  HISTORY     - Date     Condition        Report By
 EG1066  HISTORY     - 1935     MONUMENTED       CGS
 EG1066  HISTORY     - 1970     MARK NOT FOUND   NGS
 EG1066  HISTORY     - 1979     GOOD             MSHD
 EG1066
 EG1066                          STATION DESCRIPTION
 EG1066
 EG1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1066'5.3 MI S FROM PONTOTOC.
 EG1066'5.3 MILES SOUTH OF G M AND N RR DEPOT AT PONTOTOC 330 FEET SOUTH OF
 EG1066'SOUTH END OF GULF MOBILE AND NORTHERN RAILROAD BRIDGE 301-5.  60 FEET
 EG1066'WEST OF CENTERLINE OF TRACK.  6 FEET BELOW LEVEL OF RAILS.  2 FEET
 EG1066'SOUTH OF FENCE CORNER.
 EG1066
 EG1066                          STATION RECOVERY (1970)
 EG1066
 EG1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EG1066'MARK NOT FOUND.
 EG1066
 EG1066                          STATION RECOVERY (1979)
 EG1066
 EG1066'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1066'THE MARK IS LOCATED 5.3 MILES SOUTH-SOUTHWEST OF PONTOTOC NEAR THE
 EG1066'NORTHEAST CORNER OF A FENCE, 0.1 MILE NORTH OF THE MAIN CROSSING AT
 EG1066'ALGOMA, 9.7 MILES NORTH OF HOULKA IN THE SOUTHWEST 1/4 OF SECTION 30,
 EG1066'T 10S, R 3E. IT IS ABOUT 517 FEET NORTH OF THE CENTER OF A PAVED
 EG1066'ROAD, 60.5 FEET WEST OF THE WEST RAIL, 14 FEET NORTH OF A 30 INCH
 EG1066'OAK, 5 FEET WEST OF A FENCE CORNER, 3.5 FEET WEST OF A METAL WITNESS
 EG1066'POST, 1.5 FEET SOUTH OF A FENCE SET IN THE TOP OF A ROUND CONCRETE
 EG1066'POST ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE
 EG1066'GROUND. TO REACH FROM THE POST OFFICE IN PONTOTOC GO SOUTH ON MAIN
 EG1066'STREET (STATE HIGHWAY 41) FOR 1.75 MILES TO THE JUNCTION OF STATE
 EG1066'HIGHWAY 15. CONTINUE SOUTH ON STATE HIGHWAY 15 FOR 3.45 MILES TO A
 EG1066'CROSSROAD. TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1 MILE TO A
 EG1066'RAILROAD CROSSING. THENCE NORTH ALONG THE RAILROAD TRACK FOR 0.1 MILE
 EG1066'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1189 ***********************************************************************
 DJ1189  DESIGNATION -  F 43
 DJ1189  PID         -  DJ1189
 DJ1189  STATE/COUNTY-  MS/WEBSTER
 DJ1189  USGS QUAD   -  MABEN (1972)
 DJ1189
 DJ1189                         *CURRENT SURVEY CONTROL
 DJ1189  ___________________________________________________________________
 DJ1189* NAD 83(1986)-  33 34 32.     (N)    089 04 55.     (W)     SCALED    
 DJ1189* NAVD 88     -       135.330  (meters)     444.00   (feet)  ADJUSTED  
 DJ1189  ___________________________________________________________________
 DJ1189  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DJ1189  DYNAMIC HT  -         135.185 (meters)     443.52  (feet)  COMP
 DJ1189  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DJ1189
 DJ1189  VERT ORDER  -  SECOND    CLASS 0
 DJ1189
 DJ1189.The horizontal coordinates were scaled from a topographic map and have
 DJ1189.an estimated accuracy of +/- 6 seconds.
 DJ1189
 DJ1189.The orthometric height was determined by differential leveling
 DJ1189.and adjusted in June 1991.
 DJ1189
 DJ1189.The geoid height was determined by GEOID03.
 DJ1189
 DJ1189.The dynamic height is computed by dividing the NAVD 88
 DJ1189.geopotential number by the normal gravity value computed on the
 DJ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1189.degrees latitude (g = 980.6199 gals.).
 DJ1189
 DJ1189.The modeled gravity was interpolated from observed gravity values.
 DJ1189
 DJ1189;                    North         East    Units  Estimated Accuracy
 DJ1189;SPC MS E     -   451,900.      276,920.      MT  (+/- 180 meters Scaled)
 DJ1189
 DJ1189                          SUPERSEDED SURVEY CONTROL
 DJ1189
 DJ1189  NGVD 29 (??/??/92)  135.260  (m)          443.77   (f) ADJ UNCH    2 0
 DJ1189
 DJ1189.Superseded values are not recommended for survey control.
 DJ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1189.See file dsdata.txt to determine how the superseded data were derived.
 DJ1189
 DJ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC067170(NAD 83)
 DJ1189_MARKER: DB = BENCH MARK DISK
 DJ1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1189_STAMPING: F 43 1935
 DJ1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1189+STABILITY: SURFACE MOTION
 DJ1189
 DJ1189  HISTORY     - Date     Condition        Report By
 DJ1189  HISTORY     - 1935     MONUMENTED       CGS
 DJ1189  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1189  HISTORY     - 1972     MARK NOT FOUND   NGS
 DJ1189
 DJ1189                          STATION DESCRIPTION
 DJ1189
 DJ1189'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1189'0.9 MI N FROM MABEN.
 DJ1189'IN WEBSTER COUNTY, 0.9 MILE NORTH ALONG THE GULF, MOBILE, AND OHIO
 DJ1189'RAILROAD FROM THE STATION AT MABEN, OKTIBBEHA COUNTY, 1/8 MILE NORTH
 DJ1189'OF THE NORTH END OF BRIDGE 258.3, AT A PRIVATE ROAD CROSSING, 60 FEET
 DJ1189'EAST OF THE CENTERLINE OF THE TRACK, AND 18 FEET SOUTH OF THE
 DJ1189'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 43 1935 AND SET IN
 DJ1189'THE TOP OF A CONCRETE POST.
 DJ1189
 DJ1189                          STATION RECOVERY (1972)
 DJ1189
 DJ1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0899 ***********************************************************************
 EG0899  DESIGNATION -  F 44
 EG0899  PID         -  EG0899
 EG0899  STATE/COUNTY-  MS/UNION
 EG0899  USGS QUAD   -  PLEASANT RIDGE (1982)
 EG0899
 EG0899                         *CURRENT SURVEY CONTROL
 EG0899  ___________________________________________________________________
 EG0899* NAD 83(1986)-  34 34 01.     (N)    088 50 20.     (W)     SCALED    
 EG0899* NAVD 88     -       183.678  (meters)     602.62   (feet)  POSTED    
 EG0899  ___________________________________________________________________
 EG0899  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EG0899  DYNAMIC HT  -         183.500 (meters)     602.03  (feet)  COMP
 EG0899  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 EG0899
 EG0899  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0899
 EG0899.The horizontal coordinates were scaled from a topographic map and have
 EG0899.an estimated accuracy of +/- 6 seconds.
 EG0899
 EG0899.The orthometric height was determined by differential leveling
 EG0899.and adjusted by the  in 1992.
 EG0899.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0899.rate of 0.0 thru 1.0 mm/km.
 EG0899
 EG0899.The geoid height was determined by GEOID03.
 EG0899
 EG0899.The dynamic height is computed by dividing the NAVD 88
 EG0899.geopotential number by the normal gravity value computed on the
 EG0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0899.degrees latitude (g = 980.6199 gals.).
 EG0899
 EG0899.The modeled gravity was interpolated from observed gravity values.
 EG0899
 EG0899;                    North         East    Units  Estimated Accuracy
 EG0899;SPC MS E     -   561,830.      299,490.      MT  (+/- 180 meters Scaled)
 EG0899
 EG0899                          SUPERSEDED SURVEY CONTROL
 EG0899
 EG0899  NGVD 29 (??/??/92)  183.640  (m)          602.49   (f) ADJ UNCH    2 0
 EG0899
 EG0899.Superseded values are not recommended for survey control.
 EG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0899.See file dsdata.txt to determine how the superseded data were derived.
 EG0899
 EG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD313265(NAD 83)
 EG0899_MARKER: DB = BENCH MARK DISK
 EG0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0899_STAMPING: F 44 1934
 EG0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0899+STABILITY: SURFACE MOTION
 EG0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0899+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 EG0899
 EG0899  HISTORY     - Date     Condition        Report By
 EG0899  HISTORY     - 1934     MONUMENTED       CGS
 EG0899  HISTORY     - 1962     GOOD             MSHD
 EG0899  HISTORY     - 1979     GOOD             MSHD
 EG0899  HISTORY     - 20040825 GOOD             USACE
 EG0899
 EG0899                          STATION DESCRIPTION
 EG0899
 EG0899'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0899'12.0 MI E FROM NEW ALBANY.
 EG0899'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 15 AT NEW ALBANY,
 EG0899'GO EAST ON HIGHWAY 30 FOR 11.85 MILES TO THE MARK ON THE LEFT AS
 EG0899'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 8-INCH ROUND
 EG0899'CONCRETE POST.  IT IS 0.15 MILE WEST OF MR. J. H. WATSONS STORE,
 EG0899'APPROXIMATELY 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EG0899'CEMETERY, 109 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 EG0899'SOUTH OF A 10-INCH TRIANGLE BLAZED PINE TREE, 28 FEET SOUTHEAST OF AN
 EG0899'18-INCH FORKED OAK TREE, 27 FEET EAST OF A 10-INCH TRIANGLE BLAZED
 EG0899'8-INCH PINE TREE, 9 FEET BELOW THE LEVEL OF HIGHWAY 30 AND PROJECTS 8
 EG0899'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 EG0899
 EG0899                          STATION RECOVERY (1979)
 EG0899
 EG0899'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0899'THE MARK IS IN THE SSW CORNER OF THE CEMETERY INSIDE THE FENCE, IT IS
 EG0899'7.0 FEET NW OF CORNER POST, 6.0 FEET WNW OF FENCE PARALLELING THE
 EG0899'HIGHWAY, 2.0 FEET NE OF FENCE PERPENDICULAR TO THE HIGHWAY. TO REACH
 EG0899'FROM THE JUNCTION OF HIGHWAYS 30 AND 15 ON EASTSIDE OF NEW ALBANY, GO
 EG0899'EAST ON HWY 30 FOR 11.40 MILES TO PLEASANT RIDGE BAPTIST CHURCH AND
 EG0899'CEMETERY AND THE MARK AS DESCRIBED.
 EG0899
 EG0899                          STATION RECOVERY (2004)
 EG0899
 EG0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0131 ***********************************************************************
 DK0131  DESIGNATION -  F 45
 DK0131  PID         -  DK0131
 DK0131  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0131  USGS QUAD   -  PAYNES (1981)
 DK0131
 DK0131                         *CURRENT SURVEY CONTROL
 DK0131  ___________________________________________________________________
 DK0131* NAD 83(1986)-  33 59 29.     (N)    090 07 00.     (W)     SCALED    
 DK0131* NAVD 88     -        45.693  (meters)     149.91   (feet)  ADJUSTED  
 DK0131  ___________________________________________________________________
 DK0131  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DK0131  DYNAMIC HT  -          45.648 (meters)     149.76  (feet)  COMP
 DK0131  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 DK0131
 DK0131  VERT ORDER  -  SECOND    CLASS 0
 DK0131
 DK0131.The horizontal coordinates were scaled from a topographic map and have
 DK0131.an estimated accuracy of +/- 6 seconds.
 DK0131
 DK0131.The orthometric height was determined by differential leveling
 DK0131.and adjusted in June 1991.
 DK0131
 DK0131.The geoid height was determined by GEOID03.
 DK0131
 DK0131.The dynamic height is computed by dividing the NAVD 88
 DK0131.geopotential number by the normal gravity value computed on the
 DK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0131.degrees latitude (g = 980.6199 gals.).
 DK0131
 DK0131.The modeled gravity was interpolated from observed gravity values.
 DK0131
 DK0131;                    North         East    Units  Estimated Accuracy
 DK0131;SPC MS W     -   498,010.      720,020.      MT  (+/- 180 meters Scaled)
 DK0131
 DK0131                          SUPERSEDED SURVEY CONTROL
 DK0131
 DK0131  NGVD 29 (??/??/??)   45.749  (m)          150.09   (f) ADJUSTED    2 0
 DK0131
 DK0131.Superseded values are not recommended for survey control.
 DK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0131.See file dsdata.txt to determine how the superseded data were derived.
 DK0131
 DK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT663649(NAD 83)
 DK0131_MARKER: DB = BENCH MARK DISK
 DK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0131_STAMPING: F 45 1935
 DK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0131+STABILITY: SURFACE MOTION
 DK0131
 DK0131  HISTORY     - Date     Condition        Report By
 DK0131  HISTORY     - 1935     MONUMENTED       CGS
 DK0131  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0131  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0131
 DK0131                          STATION DESCRIPTION
 DK0131
 DK0131'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0131'3.7 MI SW FROM CHARLESTON.
 DK0131'THE MARK IS LOCATED 3.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 DK0131'RAILROAD FROM THE STATION AT CHARLESTON, TALLAHATCHIE COUNTY, 0.5 MILE
 DK0131'NORTHEAST OF MILE POST 22, AT A ROAD CROSSING, 51 FEET NORTH OF THE
 DK0131'CENTER LINE OF THE TRACK, 40 FEET EAST OF THE CENTER LINE OF THE DIRT
 DK0131'ROAD, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DK0131'F 45 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD
 DK0131'TRACK MENTIONED IN THE PREVIOUS DESCRIPTION NO LONGER EXISTS.
 DK0131
 DK0131                          STATION RECOVERY (1978)
 DK0131
 DK0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0603 ***********************************************************************
 EH0603  DESIGNATION -  F 46
 EH0603  PID         -  EH0603
 EH0603  STATE/COUNTY-  MS/BOLIVAR
 EH0603  USGS QUAD   -  DUNCAN (1967)
 EH0603
 EH0603                         *CURRENT SURVEY CONTROL
 EH0603  ___________________________________________________________________
 EH0603* NAD 83(1986)-  34 07 00.     (N)    090 41 30.     (W)     SCALED    
 EH0603* NAVD 88     -        49.438  (meters)     162.20   (feet)  ADJUSTED  
 EH0603  ___________________________________________________________________
 EH0603  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0603  DYNAMIC HT  -          49.389 (meters)     162.04  (feet)  COMP
 EH0603  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EH0603
 EH0603  VERT ORDER  -  SECOND    CLASS 0
 EH0603
 EH0603.The horizontal coordinates were scaled from a topographic map and have
 EH0603.an estimated accuracy of +/- 6 seconds.
 EH0603
 EH0603.The orthometric height was determined by differential leveling
 EH0603.and adjusted in June 1991.
 EH0603
 EH0603.The geoid height was determined by GEOID03.
 EH0603
 EH0603.The dynamic height is computed by dividing the NAVD 88
 EH0603.geopotential number by the normal gravity value computed on the
 EH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0603.degrees latitude (g = 980.6199 gals.).
 EH0603
 EH0603.The modeled gravity was interpolated from observed gravity values.
 EH0603
 EH0603;                    North         East    Units  Estimated Accuracy
 EH0603;SPC MS W     -   511,950.      666,940.      MT  (+/- 180 meters Scaled)
 EH0603
 EH0603                          SUPERSEDED SURVEY CONTROL
 EH0603
 EH0603  NGVD 29 (??/??/??)   49.486  (m)          162.36   (f) ADJUSTED    2 0
 EH0603
 EH0603.Superseded values are not recommended for survey control.
 EH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0603.See file dsdata.txt to determine how the superseded data were derived.
 EH0603
 EH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT128774(NAD 83)
 EH0603_MARKER: DB = BENCH MARK DISK
 EH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0603_STAMPING: F 46 1935
 EH0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0603+STABILITY: SURFACE MOTION
 EH0603
 EH0603  HISTORY     - Date     Condition        Report By
 EH0603  HISTORY     - 1935     MONUMENTED       CGS
 EH0603  HISTORY     - 1972     GOOD             MSHD
 EH0603  HISTORY     - 1976     GOOD             NGS
 EH0603  HISTORY     - 20050519 MARK NOT FOUND   NGS
 EH0603
 EH0603                          STATION DESCRIPTION
 EH0603
 EH0603'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0603'2.5 MI NE FROM ALLIGATOR.
 EH0603'THE MARK IS LOCATED 2.4 MILES NORTHEAST OF ALLIGATOR ON THE
 EH0603'NORTHWEST ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK, 6 MILES
 EH0603'NORTHEAST OF DUNCAN, 6 1/2 POLES SOUTHWEST OF THE CROSSING OF THE
 EH0603'ILLINOIS CENTRAL RAILROAD TRACK WITH THE BOLIVAR-COAHOMA COUNTY
 EH0603'LINE ROAD, IN THE NORTHWEST 1/4 OF SECTION 23, T 26N, R 5W.  IT
 EH0603'IS 26 FEET NORTHWEST OF THE NORTHWEST RAIL, 91 FEET SOUTHWEST
 EH0603'AND ACROSS THE TRACK FROM A CONCRETE WHISTLE POST, 24.5 FEET
 EH0603'SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF TELEPHONE POLE NO. 3675,
 EH0603'1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A 10
 EH0603'INCH CONCRETE CYLINDER ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 EH0603'TRACK AND PROJECTS 1 INCH.  TO REACH FROM THE JUNCTION OF STATE
 EH0603'HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO
 EH0603'NORTHEAST ON U.S HIGHWAY 61 FOR 3 MILES TO THE CROSSROAD NEAR
 EH0603'ALLIGATOR.  CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 3.3 MILES
 EH0603'TO A CROSSROAD AND THE COAHOMA COUNTY LINE.  TURN LEFT AND GO
 EH0603'WEST ON A BLACK TOP ROAD FOR 0.45 MILES TO A RAILROAD CROSSING,
 EH0603'THENCE SOUTHWEST ALONG THE RAILROAD TRACK FOR ABOUT 0.2 MILES
 EH0603'TO THE MARK ON THE RIGHT.
 EH0603
 EH0603                          STATION RECOVERY (1976)
 EH0603
 EH0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0603'RECOVERED IN GOOD CONDITION.
 EH0603
 EH0603                          STATION RECOVERY (2005)
 EH0603
 EH0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 EH0603'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0622 ***********************************************************************
 DK0622  DESIGNATION -  F 47
 DK0622  PID         -  DK0622
 DK0622  STATE/COUNTY-  MS/BOLIVAR
 DK0622  USGS QUAD   -  SHAW (1967)
 DK0622
 DK0622                         *CURRENT SURVEY CONTROL
 DK0622  ___________________________________________________________________
 DK0622* NAD 83(1986)-  33 32 31.     (N)    090 49 04.     (W)     SCALED    
 DK0622* NAVD 88     -        38.127  (meters)     125.09   (feet)  ADJUSTED  
 DK0622  ___________________________________________________________________
 DK0622  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK0622  DYNAMIC HT  -          38.087 (meters)     124.96  (feet)  COMP
 DK0622  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 DK0622
 DK0622  VERT ORDER  -  SECOND    CLASS 0
 DK0622
 DK0622.The horizontal coordinates were scaled from a topographic map and have
 DK0622.an estimated accuracy of +/- 6 seconds.
 DK0622
 DK0622.The orthometric height was determined by differential leveling
 DK0622.and adjusted in June 1991.
 DK0622
 DK0622.The geoid height was determined by GEOID03.
 DK0622
 DK0622.The dynamic height is computed by dividing the NAVD 88
 DK0622.geopotential number by the normal gravity value computed on the
 DK0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0622.degrees latitude (g = 980.6199 gals.).
 DK0622
 DK0622.The modeled gravity was interpolated from observed gravity values.
 DK0622
 DK0622;                    North         East    Units  Estimated Accuracy
 DK0622;SPC MS W     -   448,250.      655,010.      MT  (+/- 180 meters Scaled)
 DK0622
 DK0622                          SUPERSEDED SURVEY CONTROL
 DK0622
 DK0622  NGVD 29 (??/??/??)   38.271  (m)          125.56   (f) ADJUSTED    2 0
 DK0622
 DK0622.Superseded values are not recommended for survey control.
 DK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0622.See file dsdata.txt to determine how the superseded data were derived.
 DK0622
 DK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT026135(NAD 83)
 DK0622_MARKER: DB = BENCH MARK DISK
 DK0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0622_STAMPING: F-47 1935
 DK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0622+STABILITY: SURFACE MOTION
 DK0622
 DK0622  HISTORY     - Date     Condition        Report By
 DK0622  HISTORY     - 1935     MONUMENTED       CGS
 DK0622  HISTORY     - 1966     MARK NOT FOUND   USGS
 DK0622
 DK0622                          STATION DESCRIPTION
 DK0622
 DK0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0622'8.9 MI N FROM ELIZABETH.
 DK0622'8.9 MILES NORTH OF I C RR DEPOT AT ELIZABETH 168 FEET SOUTH OF MILE
 DK0622'POST M129.  29 FEET WEST OF CENTERLINE OF ILLINOIS CENTRAL RAILROAD.
 DK0622'32 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 61.
 DK0622
 DK0622                          STATION RECOVERY (1966)
 DK0622
 DK0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DK0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0253 ***********************************************************************
 DK0253  DESIGNATION -  F 49
 DK0253  PID         -  DK0253
 DK0253  STATE/COUNTY-  MS/HUMPHREYS
 DK0253  USGS QUAD   -  SILVER CITY (1982)
 DK0253
 DK0253                         *CURRENT SURVEY CONTROL
 DK0253  ___________________________________________________________________
 DK0253* NAD 83(1986)-  33 02 59.     (N)    090 28 02.     (W)     SCALED    
 DK0253* NAVD 88     -        31.979  (meters)     104.92   (feet)  ADJUSTED  
 DK0253  ___________________________________________________________________
 DK0253  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DK0253  DYNAMIC HT  -          31.945 (meters)     104.81  (feet)  COMP
 DK0253  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DK0253
 DK0253  VERT ORDER  -  SECOND    CLASS 0
 DK0253
 DK0253.The horizontal coordinates were scaled from a topographic map and have
 DK0253.an estimated accuracy of +/- 6 seconds.
 DK0253
 DK0253.The orthometric height was determined by differential leveling
 DK0253.and adjusted in June 1991.
 DK0253
 DK0253.The geoid height was determined by GEOID03.
 DK0253
 DK0253.The dynamic height is computed by dividing the NAVD 88
 DK0253.geopotential number by the normal gravity value computed on the
 DK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0253.degrees latitude (g = 980.6199 gals.).
 DK0253
 DK0253.The modeled gravity was interpolated from observed gravity values.
 DK0253
 DK0253;                    North         East    Units  Estimated Accuracy
 DK0253;SPC MS W     -   393,560.      687,500.      MT  (+/- 180 meters Scaled)
 DK0253
 DK0253                          SUPERSEDED SURVEY CONTROL
 DK0253
 DK0253  NGVD 29 (??/??/??)   32.059  (m)          105.18   (f) ADJUSTED    2 0
 DK0253
 DK0253.Superseded values are not recommended for survey control.
 DK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0253.See file dsdata.txt to determine how the superseded data were derived.
 DK0253
 DK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS365596(NAD 83)
 DK0253_MARKER: DB = BENCH MARK DISK
 DK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0253_STAMPING: F 49 1935
 DK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0253+STABILITY: SURFACE MOTION
 DK0253
 DK0253  HISTORY     - Date     Condition        Report By
 DK0253  HISTORY     - 1935     MONUMENTED       CGS
 DK0253  HISTORY     - 1964     MARK NOT FOUND   USGS
 DK0253  HISTORY     - 1974     MARK NOT FOUND   MSHD
 DK0253  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0253
 DK0253                          STATION DESCRIPTION
 DK0253
 DK0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0253'3.7 MI S FROM SILVER CITY.
 DK0253'3.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 DK0253'AT SILVER CITY, HUMPHREYS COUNTY, 0.25 MILE SOUTH OF MILEPOST M 167,
 DK0253'30 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 DK0253'THAN THE TRACK.  A STANDARD DISK, STAMPED F 49 1935 AND SET IN THE TOP
 DK0253'OF A CONCRETE POST.
 DK0253
 DK0253                          STATION RECOVERY (1964)
 DK0253
 DK0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DK0253'MARK NOT FOUND.
 DK0253
 DK0253                          STATION RECOVERY (1974)
 DK0253
 DK0253'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0253'MARK NOT FOUND.
 DK0253
 DK0253                          STATION RECOVERY (1977)
 DK0253
 DK0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0002 ***********************************************************************
 DK0002  DESIGNATION -  F 5
 DK0002  PID         -  DK0002
 DK0002  STATE/COUNTY-  MS/LEFLORE
 DK0002  USGS QUAD   -  GREENWOOD (1982)
 DK0002
 DK0002                         *CURRENT SURVEY CONTROL
 DK0002  ___________________________________________________________________
 DK0002* NAD 83(1986)-  33 32 37.     (N)    090 09 56.     (W)     SCALED    
 DK0002* NAVD 88     -        40.412  (meters)     132.59   (feet)  ADJUSTED  
 DK0002  ___________________________________________________________________
 DK0002  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0002  DYNAMIC HT  -          40.371 (meters)     132.45  (feet)  COMP
 DK0002  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 DK0002
 DK0002  VERT ORDER  -  FIRST     CLASS II
 DK0002
 DK0002.The horizontal coordinates were scaled from a topographic map and have
 DK0002.an estimated accuracy of +/- 6 seconds.
 DK0002
 DK0002.The orthometric height was determined by differential leveling
 DK0002.and adjusted in June 1991.
 DK0002
 DK0002.The geoid height was determined by GEOID03.
 DK0002
 DK0002.The dynamic height is computed by dividing the NAVD 88
 DK0002.geopotential number by the normal gravity value computed on the
 DK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0002.degrees latitude (g = 980.6199 gals.).
 DK0002
 DK0002.The modeled gravity was interpolated from observed gravity values.
 DK0002
 DK0002;                    North         East    Units  Estimated Accuracy
 DK0002;SPC MS W     -   448,340.      715,580.      MT  (+/- 180 meters Scaled)
 DK0002
 DK0002                          SUPERSEDED SURVEY CONTROL
 DK0002
 DK0002  NGVD 29 (??/??/??)   40.486  (m)          132.83   (f) ADJUSTED    1 2
 DK0002
 DK0002.Superseded values are not recommended for survey control.
 DK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0002.See file dsdata.txt to determine how the superseded data were derived.
 DK0002
 DK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT631151(NAD 83)
 DK0002_MARKER: DB = BENCH MARK DISK
 DK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0002_STAMPING: F 5 1933
 DK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0002+STABILITY: SURFACE MOTION
 DK0002
 DK0002  HISTORY     - Date     Condition        Report By
 DK0002  HISTORY     - 1933     MONUMENTED       CGS
 DK0002  HISTORY     - 1967     GOOD             MSHD
 DK0002  HISTORY     - 20080304 MARK NOT FOUND   MSDOT
 DK0002
 DK0002                          STATION DESCRIPTION
 DK0002
 DK0002'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0002'2.2 MI NE FROM GREENWOOD.
 DK0002'THE MARK IS LOCATED 2.1 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL
 DK0002'RAILROAD FROM ITS CROSSING WITH THE COLUMBUS AND GREENVILLE RAILROAD
 DK0002'TRACK IN GREENWOOD IN THE SOUTHWEST ANGLE OF A GRAVELED ROAD CROSSING
 DK0002'AND IS IN THE NORTHWEST 1/4 OF SECTION 2, T 19N, R 1E.  IT IS 25 FEET
 DK0002'SOUTH OF THE CENTER OF A GRAVELED ROAD, 16 FEET WEST OF THE WEST RAIL,
 DK0002'34 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 95 FEET NORTH OF THE
 DK0002'YARD LIMIT SIGN, 2.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 DK0002'FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND. TO
 DK0002'REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN
 DK0002'GREENWOOD GO NORTHEAST ON MARKET STREET FOR 0.4 MILES TO WHERE THE
 DK0002'STREET CURVES SHARP LEFT AND MOORE STREET BEGINS. CONTINUE NORTHEAST
 DK0002'ON MOORE STREET FOR 1.8 MILES TO THE CROSSING OF THE ILLINOIS CENTRAL
 DK0002'RAILROAD TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0002
 DK0002                          STATION RECOVERY (2008)
 DK0002
 DK0002'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0441 ***********************************************************************
 DK0441  DESIGNATION -  F 50
 DK0441  PID         -  DK0441
 DK0441  STATE/COUNTY-  MS/HUMPHREYS
 DK0441  USGS QUAD   -  MIDNIGHT (1965)
 DK0441
 DK0441                         *CURRENT SURVEY CONTROL
 DK0441  ___________________________________________________________________
 DK0441* NAD 83(1986)-  33 02 53.     (N)    090 34 25.     (W)     SCALED    
 DK0441* NAVD 88     -        33.021  (meters)     108.34   (feet)  ADJUSTED  
 DK0441  ___________________________________________________________________
 DK0441  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0441  DYNAMIC HT  -          32.985 (meters)     108.22  (feet)  COMP
 DK0441  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DK0441
 DK0441  VERT ORDER  -  SECOND    CLASS 0
 DK0441
 DK0441.The horizontal coordinates were scaled from a topographic map and have
 DK0441.an estimated accuracy of +/- 6 seconds.
 DK0441
 DK0441.The orthometric height was determined by differential leveling
 DK0441.and adjusted in June 1991.
 DK0441.WARNING-Repeat measurements at this control monument indicate possible
 DK0441.vertical movement.
 DK0441
 DK0441.The geoid height was determined by GEOID03.
 DK0441
 DK0441.The dynamic height is computed by dividing the NAVD 88
 DK0441.geopotential number by the normal gravity value computed on the
 DK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0441.degrees latitude (g = 980.6199 gals.).
 DK0441
 DK0441.The modeled gravity was interpolated from observed gravity values.
 DK0441
 DK0441;                    North         East    Units  Estimated Accuracy
 DK0441;SPC MS W     -   393,390.      677,560.      MT  (+/- 180 meters Scaled)
 DK0441
 DK0441                          SUPERSEDED SURVEY CONTROL
 DK0441
 DK0441  NGVD 29 (??/??/??)   33.103  (m)          108.61   (f) ADJUSTED    2 2
 DK0441
 DK0441.Superseded values are not recommended for survey control.
 DK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0441.See file dsdata.txt to determine how the superseded data were derived.
 DK0441
 DK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS265592(NAD 83)
 DK0441_MARKER: DB = BENCH MARK DISK
 DK0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0441_STAMPING: F 50 1935
 DK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0441+STABILITY: SURFACE MOTION
 DK0441
 DK0441  HISTORY     - Date     Condition        Report By
 DK0441  HISTORY     - 1935     MONUMENTED       CGS
 DK0441  HISTORY     - 1964     GOOD             USGS
 DK0441  HISTORY     - 1976     GOOD             MSHD
 DK0441
 DK0441                          STATION DESCRIPTION
 DK0441
 DK0441'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DK0441'5.8 MI SW FROM SILVER CITY.
 DK0441'AT MIDNIGHT, HUMPHREYS COUNTY.  T 14 N, R 4 W, NEAR COR. SECS. 13, 14,
 DK0441'23, AND 24.  APPROX. 320 FT. SW OF THE YAZOO AND MISSISSIPPI VALLEY
 DK0441'RAILROAD STATION, 34 FT. SE NORMAL TO C/L OF RR, 82 FT. NW NORMAL TO
 DK0441'C/L OF HWY. 49W, 26 FT. EAST OF A POWER POLE, 2 FT. NORTH OF A STD.
 DK0441'WITNESS MARK SIGN, IN A CONC. POST, A STD. TABLET STAMPED F 50 1935.
 DK0441
 DK0441                          STATION RECOVERY (1976)
 DK0441
 DK0441'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 DK0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0176 ***********************************************************************
 CP0176  DESIGNATION -  F 51
 CP0176  PID         -  CP0176
 CP0176  STATE/COUNTY-  MS/YAZOO
 CP0176  USGS QUAD   -  LINWOOD (1964)
 CP0176
 CP0176                         *CURRENT SURVEY CONTROL
 CP0176  ___________________________________________________________________
 CP0176* NAD 83(1986)-  32 49 06.     (N)    090 14 51.     (W)     SCALED    
 CP0176* NAVD 88     -       110.146  (meters)     361.37   (feet)  ADJUSTED  
 CP0176  ___________________________________________________________________
 CP0176  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CP0176  DYNAMIC HT  -         110.023 (meters)     360.97  (feet)  COMP
 CP0176  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CP0176
 CP0176  VERT ORDER  -  SECOND    CLASS 0
 CP0176
 CP0176.The horizontal coordinates were scaled from a topographic map and have
 CP0176.an estimated accuracy of +/- 6 seconds.
 CP0176
 CP0176.The orthometric height was determined by differential leveling
 CP0176.and adjusted in June 1991.
 CP0176
 CP0176.The geoid height was determined by GEOID03.
 CP0176
 CP0176.The dynamic height is computed by dividing the NAVD 88
 CP0176.geopotential number by the normal gravity value computed on the
 CP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0176.degrees latitude (g = 980.6199 gals.).
 CP0176
 CP0176.The modeled gravity was interpolated from observed gravity values.
 CP0176
 CP0176;                    North         East    Units  Estimated Accuracy
 CP0176;SPC MS W     -   367,900.      708,040.      MT  (+/- 180 meters Scaled)
 CP0176
 CP0176                          SUPERSEDED SURVEY CONTROL
 CP0176
 CP0176  NGVD 29 (??/??/92)  110.224  (m)          361.63   (f) ADJ UNCH    2 0
 CP0176
 CP0176.Superseded values are not recommended for survey control.
 CP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0176.See file dsdata.txt to determine how the superseded data were derived.
 CP0176
 CP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS576345(NAD 83)
 CP0176_MARKER: DB = BENCH MARK DISK
 CP0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0176_STAMPING: F 51 1935
 CP0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0176+STABILITY: SURFACE MOTION
 CP0176
 CP0176  HISTORY     - Date     Condition        Report By
 CP0176  HISTORY     - 1935     MONUMENTED       CGS
 CP0176  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0176
 CP0176                          STATION DESCRIPTION
 CP0176
 CP0176'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0176'10.6 MI E FROM YAZOO CITY.
 CP0176'LOCATED ABOUT 10.6 MILES EAST ALONG THE CANTON ROAD FROM THE YAZOO AND
 CP0176'MISSISSIPPI VALLEY RAILROAD STATION AT YAZOO CITY, AT BENTON, ABOUT
 CP0176'162 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL, 33 FEET SOUTH
 CP0176'OF THE CENTERLINE OF THE ROAD, AND 6 FEET NORTHWEST OF A POLE. NOTE--
 CP0176'IT WAS REPORTED BY THE PREVIOUS DESCRIPTION THAT THE SCHOOL HAS
 CP0176'EXPANDED AND TAKEN IN THE AREA WHERE THE MARK WAS SUPPOSE TO BE. THE
 CP0176'YAZOO AND MISSISSIPPI VALLEY RAILROAD IS NOW THE ILLINOIS CENTRAL
 CP0176'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0950 ***********************************************************************
 CO0950  DESIGNATION -  F 52
 CO0950  PID         -  CO0950
 CO0950  STATE/COUNTY-  MS/LEAKE
 CO0950  USGS QUAD   -  CARTHAGE (1989)
 CO0950
 CO0950                         *CURRENT SURVEY CONTROL
 CO0950  ___________________________________________________________________
 CO0950* NAD 83(1986)-  32 42 40.     (N)    089 35 47.     (W)     SCALED    
 CO0950* NAVD 88     -       111.668  (meters)     366.36   (feet)  ADJUSTED  
 CO0950  ___________________________________________________________________
 CO0950  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO0950  DYNAMIC HT  -         111.541 (meters)     365.95  (feet)  COMP
 CO0950  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 CO0950
 CO0950  VERT ORDER  -  SECOND    CLASS 0
 CO0950
 CO0950.The horizontal coordinates were scaled from a topographic map and have
 CO0950.an estimated accuracy of +/- 6 seconds.
 CO0950
 CO0950.The orthometric height was determined by differential leveling
 CO0950.and adjusted in June 1991.
 CO0950
 CO0950.The geoid height was determined by GEOID03.
 CO0950
 CO0950.The dynamic height is computed by dividing the NAVD 88
 CO0950.geopotential number by the normal gravity value computed on the
 CO0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0950.degrees latitude (g = 980.6199 gals.).
 CO0950
 CO0950.The modeled gravity was interpolated from observed gravity values.
 CO0950
 CO0950;                    North         East    Units  Estimated Accuracy
 CO0950;SPC MS E     -   356,260.      228,460.      MT  (+/- 180 meters Scaled)
 CO0950
 CO0950                          SUPERSEDED SURVEY CONTROL
 CO0950
 CO0950  NGVD 29 (??/??/92)  111.692  (m)          366.44   (f) ADJ UNCH    2 0
 CO0950
 CO0950.Superseded values are not recommended for survey control.
 CO0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0950.See file dsdata.txt to determine how the superseded data were derived.
 CO0950
 CO0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB566222(NAD 83)
 CO0950_MARKER: DB = BENCH MARK DISK
 CO0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0950_SP_SET: CONCRETE POST
 CO0950_STAMPING: F52 1935
 CO0950_MARK LOGO: CGS   
 CO0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0950+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1988
 CO0950
 CO0950  HISTORY     - Date     Condition        Report By
 CO0950  HISTORY     - 1935     MONUMENTED       CGS
 CO0950  HISTORY     - 1959     GOOD             NGS
 CO0950  HISTORY     - 1964     MARK NOT FOUND   NGS
 CO0950  HISTORY     - 19880303 GOOD             MSHD
 CO0950
 CO0950                          STATION DESCRIPTION
 CO0950
 CO0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CO0950'4.1 MI W FROM CARTHAGE.
 CO0950'4.1 MILES WEST ALONG NEW STATE HIGHWAY 16, 2.4 MILES NORTHEAST OF J.
 CO0950'V. TUCKERS GROCERY STORE AT WIGGINS, NEAR CENTER OF SOUTHEAST 1/4 OF
 CO0950'SECTION 17, T 10 N, R 7 E, ABOUT 350 FEET NORTH FROM CENTER OF NEW
 CO0950'STATE HIGHWAY 16, 51 FEET SOUTH AND 0.3 FEET HIGHER THAN CENTER OF OLD
 CO0950'HIGHWAY BED, 12 FEET SOUTHWEST OF 1.4 FOOT PINE TREE, 2 FEET WEST OF A
 CO0950'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 CO0950
 CO0950                          STATION RECOVERY (1964)
 CO0950
 CO0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0950'MARK NOT FOUND.
 CO0950
 CO0950                          STATION RECOVERY (1988)
 CO0950
 CO0950'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0950'MARK IS LOCATED 6.28 KM (3.90 MI) WEST SOUTHWEST OF CARTHAGE, 3.14 KM
 CO0950'(1.95 MI) EAST OF THE INTERSECTION OF STATE HIGHWAYS 16 AND 25, IN THE
 CO0950'SOUTHEAST QUARTER OF SECTION 17, T10 , R7 E.
 CO0950'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND 35 IN CARTHAGE
 CO0950', GO WEST ON STATE HIGHWAY 16 FOR 5.80 KM (3.60 MI) TO A SIDE ROAD
 CO0950'RIGHT, CONTINUE WEST ON HIGHWAY 16 FOR 0.32 KM (0.20 MI) TO THE MARK
 CO0950'ON THE RIGHT.
 CO0950'MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 CO0950'PROJECTING 0.03 M (0.1 FT).  IT IS ABOUT 91.44 M (300.0 FT) NORTH OF
 CO0950'THE CENTER OF HIGHWAY 16, 14.63 M (48.0 FT) SOUTHEAST OF AN 18 INCH
 CO0950'PINE,  14.02 M (46.0 FT) SOUTH OF A FENCE CORNER, 10.06 M (33.0 FT)
 CO0950'SOUTH OF THE CENTER OF THE ABANDON HIGHWAY AND 0.30 M (1.0 FT) WEST OF
 CO0950'A CARSONITE WITNESS POST IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1361 ***********************************************************************
 DJ1361  DESIGNATION -  F 53
 DJ1361  PID         -  DJ1361
 DJ1361  STATE/COUNTY-  MS/CARROLL
 DJ1361  USGS QUAD   -  VAIDEN (1966)
 DJ1361
 DJ1361                         *CURRENT SURVEY CONTROL
 DJ1361  ___________________________________________________________________
 DJ1361* NAD 83(1986)-  33 19 56.     (N)    089 44 26.     (W)     SCALED    
 DJ1361* NAVD 88     -       100.305  (meters)     329.08   (feet)  ADJUSTED  
 DJ1361  ___________________________________________________________________
 DJ1361  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DJ1361  DYNAMIC HT  -         100.198 (meters)     328.73  (feet)  COMP
 DJ1361  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 DJ1361
 DJ1361  VERT ORDER  -  SECOND    CLASS 0
 DJ1361
 DJ1361.The horizontal coordinates were scaled from a topographic map and have
 DJ1361.an estimated accuracy of +/- 6 seconds.
 DJ1361
 DJ1361.The orthometric height was determined by differential leveling
 DJ1361.and adjusted in June 1991.
 DJ1361
 DJ1361.The geoid height was determined by GEOID03.
 DJ1361
 DJ1361.The dynamic height is computed by dividing the NAVD 88
 DJ1361.geopotential number by the normal gravity value computed on the
 DJ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1361.degrees latitude (g = 980.6199 gals.).
 DJ1361
 DJ1361.The modeled gravity was interpolated from observed gravity values.
 DJ1361
 DJ1361;                    North         East    Units  Estimated Accuracy
 DJ1361;SPC MS W     -   425,040.      755,190.      MT  (+/- 180 meters Scaled)
 DJ1361
 DJ1361                          SUPERSEDED SURVEY CONTROL
 DJ1361
 DJ1361  NGVD 29 (??/??/92)  100.317  (m)          329.12   (f) ADJ UNCH    2 0
 DJ1361
 DJ1361.Superseded values are not recommended for survey control.
 DJ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1361.See file dsdata.txt to determine how the superseded data were derived.
 DJ1361
 DJ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB449914(NAD 83)
 DJ1361_MARKER: DB = BENCH MARK DISK
 DJ1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1361_STAMPING: F 53 1935
 DJ1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1361+STABILITY: SURFACE MOTION
 DJ1361
 DJ1361  HISTORY     - Date     Condition        Report By
 DJ1361  HISTORY     - 1935     MONUMENTED       CGS
 DJ1361  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DJ1361
 DJ1361                          STATION DESCRIPTION
 DJ1361
 DJ1361'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1361'10.1 MI N FROM WEST.
 DJ1361'IN CARROLL COUNTY, 10.1 MILES NORTH ALONG THE ILLINOIS CENTRAL
 DJ1361'RAILROAD FROM THE STATION AT WEST, HOLMES COUNTY, 65 YARDS NORTHEAST
 DJ1361'OF THE NORTHEAST CORNER OF THE VAIDEN STATION, 45 FEET EAST OF THE
 DJ1361'CENTERLINE OF THE MAIN TRACK, AND 4 FEET SOUTH OF THE CENTERLINE OF A
 DJ1361'SIDEWALK.  A STANDARD DISK, STAMPED F 53 1935 AND SET IN THE TOP OF A
 DJ1361'CONCRETE POST.  NOTE-- A HOLE IN THE GROUND WAS FOUND NEAR THE
 DJ1361'APPROXIMATE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0192 ***********************************************************************
 CP0192  DESIGNATION -  F 54
 CP0192  PID         -  CP0192
 CP0192  STATE/COUNTY-  MS/MADISON
 CP0192  USGS QUAD   -  WAY (1989)
 CP0192
 CP0192                         *CURRENT SURVEY CONTROL
 CP0192  ___________________________________________________________________
 CP0192* NAD 83(1986)-  32 44 34.     (N)    090 02 07.     (W)     SCALED    
 CP0192* NAVD 88     -        60.950  (meters)     199.97   (feet)  ADJUSTED  
 CP0192  ___________________________________________________________________
 CP0192  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CP0192  DYNAMIC HT  -          60.881 (meters)     199.74  (feet)  COMP
 CP0192  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CP0192
 CP0192  VERT ORDER  -  SECOND    CLASS 0
 CP0192
 CP0192.The horizontal coordinates were scaled from a topographic map and have
 CP0192.an estimated accuracy of +/- 6 seconds.
 CP0192
 CP0192.The orthometric height was determined by differential leveling
 CP0192.and adjusted in June 1991.
 CP0192
 CP0192.The geoid height was determined by GEOID03.
 CP0192
 CP0192.The dynamic height is computed by dividing the NAVD 88
 CP0192.geopotential number by the normal gravity value computed on the
 CP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0192.degrees latitude (g = 980.6199 gals.).
 CP0192
 CP0192.The modeled gravity was interpolated from observed gravity values.
 CP0192
 CP0192;                    North         East    Units  Estimated Accuracy
 CP0192;SPC MS W     -   359,550.      727,930.      MT  (+/- 180 meters Scaled)
 CP0192
 CP0192                          SUPERSEDED SURVEY CONTROL
 CP0192
 CP0192  NGVD 29 (??/??/92)   61.007  (m)          200.15   (f) ADJ UNCH    2 0
 CP0192
 CP0192.Superseded values are not recommended for survey control.
 CP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0192.See file dsdata.txt to determine how the superseded data were derived.
 CP0192
 CP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS778266(NAD 83)
 CP0192_MARKER: DB = BENCH MARK DISK
 CP0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0192_STAMPING: F 54 1935
 CP0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0192+STABILITY: SURFACE MOTION
 CP0192
 CP0192  HISTORY     - Date     Condition        Report By
 CP0192  HISTORY     - 1935     MONUMENTED       CGS
 CP0192  HISTORY     - 1940     GOOD             NGS
 CP0192  HISTORY     - 1964     MARK NOT FOUND   NGS
 CP0192
 CP0192                          STATION DESCRIPTION
 CP0192
 CP0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CP0192'9.2 MI NE FROM CANTON.
 CP0192'9.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0192'STATION AT CANTON, MADISON COUNTY, 53 YARDS SOUTHWEST OF THE SOUTHWEST
 CP0192'CORNER OF THE WAY STATION, 51 FEET WEST OF THE CENTERLINE OF THE MAIN
 CP0192'TRACK, AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED F 54
 CP0192'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CP0192
 CP0192                          STATION RECOVERY (1964)
 CP0192
 CP0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CP0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0869 ***********************************************************************
 CP0869  DESIGNATION -  F 56
 CP0869  PID         -  CP0869
 CP0869  STATE/COUNTY-  MS/WARREN
 CP0869  USGS QUAD   -  ELDORADO (1988)
 CP0869
 CP0869                         *CURRENT SURVEY CONTROL
 CP0869  ___________________________________________________________________
 CP0869* NAD 83(1986)-  32 34 37.     (N)    090 40 26.     (W)     SCALED    
 CP0869* NAVD 88     -        38.544  (meters)     126.46   (feet)  ADJUSTED  
 CP0869  ___________________________________________________________________
 CP0869  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CP0869  DYNAMIC HT  -          38.501 (meters)     126.32  (feet)  COMP
 CP0869  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CP0869
 CP0869  VERT ORDER  -  FIRST     CLASS II
 CP0869
 CP0869.The horizontal coordinates were scaled from a topographic map and have
 CP0869.an estimated accuracy of +/- 6 seconds.
 CP0869
 CP0869.The orthometric height was determined by differential leveling
 CP0869.and adjusted in June 1991.
 CP0869
 CP0869.The geoid height was determined by GEOID03.
 CP0869
 CP0869.The dynamic height is computed by dividing the NAVD 88
 CP0869.geopotential number by the normal gravity value computed on the
 CP0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0869.degrees latitude (g = 980.6199 gals.).
 CP0869
 CP0869.The modeled gravity was interpolated from observed gravity values.
 CP0869
 CP0869;                    North         East    Units  Estimated Accuracy
 CP0869;SPC MS W     -   341,180.      668,020.      MT  (+/- 180 meters Scaled)
 CP0869
 CP0869                          SUPERSEDED SURVEY CONTROL
 CP0869
 CP0869  NGVD 29 (??/??/92)   38.628  (m)          126.73   (f) ADJ UNCH    1 2
 CP0869
 CP0869.Superseded values are not recommended for survey control.
 CP0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0869.See file dsdata.txt to determine how the superseded data were derived.
 CP0869
 CP0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS183067(NAD 83)
 CP0869_MARKER: DB = BENCH MARK DISK
 CP0869_SETTING: 0 = UNSPECIFIED SETTING
 CP0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0869
 CP0869  HISTORY     - Date     Condition        Report By
 CP0869  HISTORY     - UNK      MONUMENTED       CGS
 CP0869  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0869
 CP0869                          STATION DESCRIPTION
 CP0869
 CP0869'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0869'11.0 MI SW FROM SATARTIA.
 CP0869'THE MARK IS LOCATED 11.0 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM
 CP0869'THE BAPTIST CHURCH IN SATARTIA, 122 FEET WEST OF THE NORTHWEST CORNER
 CP0869'OF A SMALL FARM HOUSE, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CP0869'3 FEET SOUTH OF A PIPE CATTLE GUARD AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0412 ***********************************************************************
 CP0412  DESIGNATION -  F 57
 CP0412  PID         -  CP0412
 CP0412  STATE/COUNTY-  MS/HINDS
 CP0412  USGS QUAD   -  TERRY NW (1980)
 CP0412
 CP0412                         *CURRENT SURVEY CONTROL
 CP0412  ___________________________________________________________________
 CP0412* NAD 83(1986)-  32 13 30.     (N)    090 28 36.     (W)     SCALED    
 CP0412* NAVD 88     -        65.70   (+/-2cm)     215.6    (feet)  VERTCON   
 CP0412  ___________________________________________________________________
 CP0412  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0412
 CP0412.The horizontal coordinates were scaled from a topographic map and have
 CP0412.an estimated accuracy of +/- 6 seconds.
 CP0412
 CP0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0412.The vertical order pertains to the NGVD 29 superseded value.
 CP0412
 CP0412.The geoid height was determined by GEOID03.
 CP0412
 CP0412;                    North         East    Units  Estimated Accuracy
 CP0412;SPC MS W     -   302,110.      686,490.      MT  (+/- 180 meters Scaled)
 CP0412
 CP0412                          SUPERSEDED SURVEY CONTROL
 CP0412
 CP0412  NGVD 29 (??/??/92)   65.711  (m)          215.59   (f) ADJ UNCH    2 0
 CP0412
 CP0412.Superseded values are not recommended for survey control.
 CP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0412.See file dsdata.txt to determine how the superseded data were derived.
 CP0412
 CP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR377681(NAD 83)
 CP0412_MARKER: DB = BENCH MARK DISK
 CP0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0412_STAMPING: F 57 1935
 CP0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0412+STABILITY: SURFACE MOTION
 CP0412
 CP0412  HISTORY     - Date     Condition        Report By
 CP0412  HISTORY     - 1935     MONUMENTED       CGS
 CP0412  HISTORY     - 1961     GOOD             MSHD
 CP0412  HISTORY     - 1977     MARK NOT FOUND   NGS
 CP0412
 CP0412                          STATION DESCRIPTION
 CP0412
 CP0412'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 CP0412'1.6 MI NE FROM OAKLEY.
 CP0412'A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE MARK.  THE MARK
 CP0412'IS LOCATED 1.6 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 CP0412'FROM THE STATION IN OAKLEY, ABOUT 300 YARDS SOUTHWEST OF MILEPOST J
 CP0412'19, IN THE SOUTHEAST ANGLE OF A ROAD CROSSING, 45.5 FEET EAST OF THE
 CP0412'EAST RAIL, 3 FEET WEST OF A FENCE LINE, 8 FEET SOUTH OF THE CENTER OF
 CP0412'A PRIVATE ROAD, 47 FEET NORTHEAST OF POLE NO. 668, 61 FEET SOUTHEAST
 CP0412'OF POLE NO. 667, 23 FEET EAST OF A ROW OF POLES AND AT THE NORTHEAST
 CP0412'CORNER OF A SMALL FIELD IN FRONT OF A TENANT HOUSE.  IT IS A STANDARD
 CP0412'DISK SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CP0412'THE GROUND AND ABOUT LEVEL WITH THE TRACK.
 CP0412
 CP0412                          STATION RECOVERY (1977)
 CP0412
 CP0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CP0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0479 ***********************************************************************
 BW0479  DESIGNATION -  F 58
 BW0479  PID         -  BW0479
 BW0479  STATE/COUNTY-  MS/JEFFERSON
 BW0479  USGS QUAD   -  LORMAN (1986)
 BW0479
 BW0479                         *CURRENT SURVEY CONTROL
 BW0479  ___________________________________________________________________
 BW0479* NAD 83(1986)-  31 46 08.     (N)    091 00 15.     (W)     SCALED    
 BW0479* NAVD 88     -        60.67   (+/-2cm)     199.0    (feet)  VERTCON   
 BW0479  ___________________________________________________________________
 BW0479  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0479
 BW0479.The horizontal coordinates were scaled from a topographic map and have
 BW0479.an estimated accuracy of +/- 6 seconds.
 BW0479
 BW0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0479.The vertical order pertains to the NGVD 29 superseded value.
 BW0479
 BW0479.The geoid height was determined by GEOID03.
 BW0479
 BW0479;                    North         East    Units  Estimated Accuracy
 BW0479;SPC MS W     -   251,720.      636,460.      MT  (+/- 180 meters Scaled)
 BW0479
 BW0479                          SUPERSEDED SURVEY CONTROL
 BW0479
 BW0479  NGVD 29 (??/??/92)   60.683  (m)          199.09   (f) ADJ UNCH    2 0
 BW0479
 BW0479.Superseded values are not recommended for survey control.
 BW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0479.See file dsdata.txt to determine how the superseded data were derived.
 BW0479
 BW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR890165(NAD 83)
 BW0479_MARKER: DB = BENCH MARK DISK
 BW0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0479_STAMPING: F 58 1935 199.091
 BW0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0479+STABILITY: SURFACE MOTION
 BW0479
 BW0479  HISTORY     - Date     Condition        Report By
 BW0479  HISTORY     - 1935     MONUMENTED       CGS
 BW0479  HISTORY     - 1956     GOOD             NGS
 BW0479
 BW0479                          STATION DESCRIPTION
 BW0479
 BW0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW0479'2.2 MI S FROM RED LICK.
 BW0479'LOCATED ABOUT 2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0479'RED LICK, MIDWAY BETWEEN TWO WOODEN BRIDGES ON THE TRACK, 100 FEET
 BW0479'NORTHWEST OF THE NORTH END OF BRIDGE NO. 66.6, 45 FEET WEST OF THE
 BW0479'WEST RAIL, 3 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A FOOT PATH
 BW0479'LEADING FROM THE TRACK TO THE SOUTHEAST CORNER OF A FIELD, AND 85 FEET
 BW0479'NORTH-NORTHWEST OF TELEGRAPH POLE NO. 2168.  IT IS A STANDARD DISK,
 BW0479'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 3 FEET
 BW0479'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0120 ***********************************************************************
 EG0120  DESIGNATION -  F 6
 EG0120  PID         -  EG0120
 EG0120  STATE/COUNTY-  MS/TISHOMINGO
 EG0120  USGS QUAD   -  BELMONT (1984)
 EG0120
 EG0120                         *CURRENT SURVEY CONTROL
 EG0120  ___________________________________________________________________
 EG0120* NAD 83(1986)-  34 30 38.     (N)    088 12 28.     (W)     SCALED    
 EG0120* NAVD 88     -       174.115  (meters)     571.24   (feet)  ADJUSTED  
 EG0120  ___________________________________________________________________
 EG0120  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG0120  DYNAMIC HT  -         173.942 (meters)     570.67  (feet)  COMP
 EG0120  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EG0120
 EG0120  VERT ORDER  -  SECOND    CLASS 0
 EG0120
 EG0120.The horizontal coordinates were scaled from a topographic map and have
 EG0120.an estimated accuracy of +/- 6 seconds.
 EG0120
 EG0120.The orthometric height was determined by differential leveling
 EG0120.and adjusted in June 1991.
 EG0120
 EG0120.The geoid height was determined by GEOID03.
 EG0120
 EG0120.The dynamic height is computed by dividing the NAVD 88
 EG0120.geopotential number by the normal gravity value computed on the
 EG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0120.degrees latitude (g = 980.6199 gals.).
 EG0120
 EG0120.The modeled gravity was interpolated from observed gravity values.
 EG0120
 EG0120;                    North         East    Units  Estimated Accuracy
 EG0120;SPC MS E     -   555,760.      357,440.      MT  (+/- 180 meters Scaled)
 EG0120
 EG0120                          SUPERSEDED SURVEY CONTROL
 EG0120
 EG0120  NGVD 29 (??/??/92)  174.077  (m)          571.12   (f) ADJ UNCH    2 0
 EG0120
 EG0120.Superseded values are not recommended for survey control.
 EG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0120.See file dsdata.txt to determine how the superseded data were derived.
 EG0120
 EG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD891194(NAD 83)
 EG0120_MARKER: DB = BENCH MARK DISK
 EG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0120_STAMPING: F 6 1934
 EG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0120+STABILITY: SURFACE MOTION
 EG0120
 EG0120  HISTORY     - Date     Condition        Report By
 EG0120  HISTORY     - 1934     MONUMENTED       CGS
 EG0120  HISTORY     - 1977     GOOD             MSHD
 EG0120  HISTORY     - 1979     GOOD             MSHD
 EG0120  HISTORY     - 20000222 MARK NOT FOUND   MSHD
 EG0120
 EG0120                          STATION DESCRIPTION
 EG0120
 EG0120'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0120'IN BELMONT.
 EG0120'THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST. AT
 EG0120'BELMONT, ON THE ILLINOIS CENTRAL RAILROAD, 42.3 FEET NORTHEAST OF THE
 EG0120'NORTHEAST RAIL OF THE MAIN TRACK, 12 FEET SOUTHEAST OF A TELEGRAPH
 EG0120'POLE, IN LINE WITH A ROW OF POLES, 1 FOOT BELOW THE LEVEL OF THE TRACK
 EG0120'AND PROJECTS 4 INCHES.  ACROSS THE TRACKS FROM THE BELMONT HOTEL AND
 EG0120'ABOUT 150 FEET NORTH OF THE EXTENDED CENTERLINE OF MAIN STREET.
 EG0120
 EG0120                          STATION RECOVERY (1979)
 EG0120
 EG0120'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0120'RECOVERED IN GOOD CONDITION.
 EG0120
 EG0120                          STATION RECOVERY (2000)
 EG0120
 EG0120'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0840 ***********************************************************************
 BW0840  DESIGNATION -  F 61
 BW0840  PID         -  BW0840
 BW0840  STATE/COUNTY-  MS/FRANKLIN
 BW0840  USGS QUAD   -  ROXIE (1988)
 BW0840
 BW0840                         *CURRENT SURVEY CONTROL
 BW0840  ___________________________________________________________________
 BW0840* NAD 83(1986)-  31 34 48.     (N)    091 03 59.     (W)     SCALED    
 BW0840* NAVD 88     -       122.73   (+/-2cm)     402.7    (feet)  VERTCON   
 BW0840  ___________________________________________________________________
 BW0840  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BW0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0840
 BW0840.The horizontal coordinates were scaled from a topographic map and have
 BW0840.an estimated accuracy of +/- 6 seconds.
 BW0840
 BW0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0840.The vertical order pertains to the NGVD 29 superseded value.
 BW0840
 BW0840.The geoid height was determined by GEOID03.
 BW0840
 BW0840;                    North         East    Units  Estimated Accuracy
 BW0840;SPC MS W     -   230,810.      630,420.      MT  (+/- 180 meters Scaled)
 BW0840
 BW0840                          SUPERSEDED SURVEY CONTROL
 BW0840
 BW0840  NGVD 29 (??/??/92)  122.737  (m)          402.68   (f) ADJ UNCH    2 0
 BW0840
 BW0840.Superseded values are not recommended for survey control.
 BW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0840.See file dsdata.txt to determine how the superseded data were derived.
 BW0840
 BW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ834955(NAD 83)
 BW0840_MARKER: DB = BENCH MARK DISK
 BW0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0840_STAMPING: F 61 1935 402.680
 BW0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0840+STABILITY: SURFACE MOTION
 BW0840
 BW0840  HISTORY     - Date     Condition        Report By
 BW0840  HISTORY     - 1935     MONUMENTED       CGS
 BW0840  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BW0840
 BW0840                          STATION DESCRIPTION
 BW0840
 BW0840'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0840'5.3 MI N FROM ROXIE.
 BW0840'THE MARK IS LOCATED 5.3 MILES NORTH ALONG THE ILLINOIS CENTRAL
 BW0840'RAILROAD FROM THE STATION IN ROXIE AT HAMBURG, 115 POLES NORTH OF THE
 BW0840'NORTH SIDE OF THE RAILROAD STATION AT HAMBURG, 2 FEET EAST OF THE
 BW0840'FOURTH POLE NORTH OF THE STATION, 53 FEET WEST OF THE WEST RAIL AND 26
 BW0840'FEET SOUTH OF THE EXTENDED CENTER LINE OF A GRAVEL ROAD LEADING WEST
 BW0840'UP A HILL.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BW0840'FLUSH WITH THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0176 ***********************************************************************
 EG0176  DESIGNATION -  F 67
 EG0176  PID         -  EG0176
 EG0176  STATE/COUNTY-  MS/ITAWAMBA
 EG0176  USGS QUAD   -  FULTON NE (1992)
 EG0176
 EG0176                         *CURRENT SURVEY CONTROL
 EG0176  ___________________________________________________________________
 EG0176* NAD 83(1986)-  34 24 59.     (N)    088 17 40.     (W)     SCALED    
 EG0176* NAVD 88     -       154.871  (meters)     508.11   (feet)  ADJUSTED  
 EG0176  ___________________________________________________________________
 EG0176  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0176  DYNAMIC HT  -         154.717 (meters)     507.60  (feet)  COMP
 EG0176  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 EG0176
 EG0176  VERT ORDER  -  SECOND    CLASS 0
 EG0176
 EG0176.The horizontal coordinates were scaled from a topographic map and have
 EG0176.an estimated accuracy of +/- 6 seconds.
 EG0176
 EG0176.The orthometric height was determined by differential leveling
 EG0176.and adjusted in June 1991.
 EG0176
 EG0176.The geoid height was determined by GEOID03.
 EG0176
 EG0176.The dynamic height is computed by dividing the NAVD 88
 EG0176.geopotential number by the normal gravity value computed on the
 EG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0176.degrees latitude (g = 980.6199 gals.).
 EG0176
 EG0176.The modeled gravity was interpolated from observed gravity values.
 EG0176
 EG0176;                    North         East    Units  Estimated Accuracy
 EG0176;SPC MS E     -   545,270.      349,540.      MT  (+/- 180 meters Scaled)
 EG0176
 EG0176                          SUPERSEDED SURVEY CONTROL
 EG0176
 EG0176  NGVD 29 (??/??/92)  154.822  (m)          507.95   (f) ADJ UNCH    2 0
 EG0176
 EG0176.Superseded values are not recommended for survey control.
 EG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0176.See file dsdata.txt to determine how the superseded data were derived.
 EG0176
 EG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD810090(NAD 83)
 EG0176_MARKER: DB = BENCH MARK DISK
 EG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0176_STAMPING: F 67 1934
 EG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0176+STABILITY: SURFACE MOTION
 EG0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0176+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2006
 EG0176
 EG0176  HISTORY     - Date     Condition        Report By
 EG0176  HISTORY     - 1934     MONUMENTED       CGS
 EG0176  HISTORY     - 1976     GOOD             MSHD
 EG0176  HISTORY     - 1979     GOOD             MSHD
 EG0176  HISTORY     - 20061126 GOOD             MSSU
 EG0176
 EG0176                          STATION DESCRIPTION
 EG0176
 EG0176'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0176'7.8 MI SW FROM GOLDEN.
 EG0176'THE MARK IS LOCATED 7.8 MILES SOUTHWEST OF GOLDEN ON THE WEST RIGHT OF
 EG0176'WAY OF A BLACK TOP ROAD JUST SOUTH OF SALEM CHURCH AND A CEMETERY, 8.1
 EG0176'MILES SOUTHWEST OF BELMONT, 3.7 MILES NORTH OF THE COMMUNITY OF
 EG0176'FAIRVIEW IN THE NORTHEAST 1/4 OF SECTION 1, T 8S, R 9E.  IT IS 133
 EG0176'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE J. R. ROUSE GRAVESTONE,
 EG0176'24 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 41 FEET EAST OF THE
 EG0176'PROJECTED PLANE OF THE EAST WALL OF THE MAIN WING OF THE CHURCH, 1
 EG0176'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A CONCRETE POST
 EG0176'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 7 INCHES.  TO
 EG0176'REACH FROM THE CITY HALL IN BELMONT GO SOUTH ON STATE HIGHWAY 25 FOR
 EG0176'9.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A
 EG0176'BLACK TOP ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 EG0176
 EG0176                          STATION RECOVERY (1979)
 EG0176
 EG0176'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0176'RECOVERED IN GOOD CONDITION.
 EG0176
 EG0176                          STATION RECOVERY (2006)
 EG0176
 EG0176'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (BP)
 EG0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0344 ***********************************************************************
 DJ0344  DESIGNATION -  F 69
 DJ0344  PID         -  DJ0344
 DJ0344  STATE/COUNTY-  MS/LOWNDES
 DJ0344  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0344
 DJ0344                         *CURRENT SURVEY CONTROL
 DJ0344  ___________________________________________________________________
 DJ0344* NAD 83(1986)-  33 29 46.     (N)    088 25 06.     (W)     SCALED    
 DJ0344* NAVD 88     -        57.020  (meters)     187.07   (feet)  ADJUSTED  
 DJ0344  ___________________________________________________________________
 DJ0344  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DJ0344  DYNAMIC HT  -          56.959 (meters)     186.87  (feet)  COMP
 DJ0344  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 DJ0344
 DJ0344  VERT ORDER  -  SECOND    CLASS 0
 DJ0344
 DJ0344.The horizontal coordinates were scaled from a topographic map and have
 DJ0344.an estimated accuracy of +/- 6 seconds.
 DJ0344
 DJ0344.The orthometric height was determined by differential leveling
 DJ0344.and adjusted in June 1991.
 DJ0344
 DJ0344.The geoid height was determined by GEOID03.
 DJ0344
 DJ0344.The dynamic height is computed by dividing the NAVD 88
 DJ0344.geopotential number by the normal gravity value computed on the
 DJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0344.degrees latitude (g = 980.6199 gals.).
 DJ0344
 DJ0344.The modeled gravity was interpolated from observed gravity values.
 DJ0344
 DJ0344;                    North         East    Units  Estimated Accuracy
 DJ0344;SPC MS E     -   443,140.      338,560.      MT  (+/- 180 meters Scaled)
 DJ0344
 DJ0344                          SUPERSEDED SURVEY CONTROL
 DJ0344
 DJ0344  NGVD 29 (??/??/92)   57.009  (m)          187.04   (f) ADJ UNCH    2 0
 DJ0344
 DJ0344.Superseded values are not recommended for survey control.
 DJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0344.See file dsdata.txt to determine how the superseded data were derived.
 DJ0344
 DJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC682071(NAD 83)
 DJ0344_MARKER: DB = BENCH MARK DISK
 DJ0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0344_SP_SET: SIDEWALK
 DJ0344_STAMPING: F 69 1935
 DJ0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0344
 DJ0344  HISTORY     - Date     Condition        Report By
 DJ0344  HISTORY     - 1935     MONUMENTED       CGS
 DJ0344  HISTORY     - 1964     GOOD             NGS
 DJ0344  HISTORY     - 1987     GOOD             LOCSUR
 DJ0344  HISTORY     - 20030618 GOOD             CGS
 DJ0344
 DJ0344                          STATION DESCRIPTION
 DJ0344
 DJ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0344'IN COLUMBUS.
 DJ0344'RECOVERED AS DESCRIBED-- AT COLUMBUS.  AT THE FOOT OF THE NORTHWEST
 DJ0344'CORNER OF THE SOUTHERN AND COLUMBUS AND GREENVILLE RAILROAD STATION
 DJ0344'BUILDING, 5 INCHES OUT FROM THE CORNER OF THE BUILDING IN A CONCRETE
 DJ0344'WALK.  STANDARD DISK SET IN CONCRETE WALK.
 DJ0344
 DJ0344                          STATION RECOVERY (1964)
 DJ0344
 DJ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DJ0344'RECOVERED IN GOOD CONDITION.
 DJ0344
 DJ0344                          STATION RECOVERY (1987)
 DJ0344
 DJ0344'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (EDS)
 DJ0344'RECOVERED IN GOOD CONDITION.
 DJ0344
 DJ0344                          STATION RECOVERY (2003)
 DJ0344
 DJ0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2003 (CLG)
 DJ0344'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED IN
 DJ0344'1935 WITH THE EXCEPTION THAT THE SOUTHERN AND COLUMBUS AND GREENVILLE
 DJ0344'RAILROAD STATION BUILDING HAS BEEN CONVERTED INTO A BAR AND GRILL
 DJ0344'RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0215 ***********************************************************************
 BW0215  DESIGNATION -  F 7
 BW0215  PID         -  BW0215
 BW0215  STATE/COUNTY-  MS/PIKE
 BW0215  USGS QUAD   -  OSYKA (1972)
 BW0215
 BW0215                         *CURRENT SURVEY CONTROL
 BW0215  ___________________________________________________________________
 BW0215* NAD 83(1986)-  31 07 07.     (N)    090 28 13.     (W)     SCALED    
 BW0215* NAVD 88     -        87.583  (meters)     287.35   (feet)  ADJUSTED  
 BW0215  ___________________________________________________________________
 BW0215  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW0215  DYNAMIC HT  -          87.473 (meters)     286.98  (feet)  COMP
 BW0215  MODELED GRAV-     979,374.7   (mgal)                       NAVD 88
 BW0215
 BW0215  VERT ORDER  -  FIRST     CLASS I
 BW0215
 BW0215.The horizontal coordinates were scaled from a topographic map and have
 BW0215.an estimated accuracy of +/- 6 seconds.
 BW0215
 BW0215.The orthometric height was determined by differential leveling
 BW0215.and adjusted in February 1994.
 BW0215
 BW0215.The geoid height was determined by GEOID03.
 BW0215
 BW0215.The dynamic height is computed by dividing the NAVD 88
 BW0215.geopotential number by the normal gravity value computed on the
 BW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0215.degrees latitude (g = 980.6199 gals.).
 BW0215
 BW0215.The modeled gravity was interpolated from observed gravity values.
 BW0215
 BW0215;                    North         East    Units  Estimated Accuracy
 BW0215;SPC MS W     -   179,440.      686,940.      MT  (+/- 180 meters Scaled)
 BW0215
 BW0215                          SUPERSEDED SURVEY CONTROL
 BW0215
 BW0215  NAVD 88 (06/15/91)   87.606  (m)          287.42   (f) UNKNOWN     1 1
 BW0215  NGVD 29 (??/??/??)   87.594  (m)          287.38   (f) ADJUSTED    1 1
 BW0215
 BW0215.Superseded values are not recommended for survey control.
 BW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0215.See file dsdata.txt to determine how the superseded data were derived.
 BW0215
 BW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ412455(NAD 83)
 BW0215_MARKER: DB = BENCH MARK DISK
 BW0215_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0215_SP_SET: BRIDGE ABUTMENT
 BW0215_STAMPING: F 7 1934 287.503
 BW0215_MARK LOGO: CGS   
 BW0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0215+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0215
 BW0215  HISTORY     - Date     Condition        Report By
 BW0215  HISTORY     - 1934     MONUMENTED       CGS
 BW0215  HISTORY     - 1969     GOOD             MSHD
 BW0215  HISTORY     - 19920714 GOOD             NGS
 BW0215
 BW0215                          STATION DESCRIPTION
 BW0215
 BW0215'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0215'1.8 MI SW FROM MAGNOLIA.
 BW0215'THE MARK IS LOCATED 1.8 MILES SOUTHWEST OF MAGNOLIA IN THE TOP OF THE
 BW0215'EAST END OF THE SOUTH ABUTMENT OF A SMALL CONCRETE BRIDGE ON THE
 BW0215'ILLINOIS CENTRAL RAILROAD TRACK, 4.2 MILES NORTH OF THE CROSSING OF
 BW0215'THE SETTLEMENT OF CHATAWA, 3-1/2 POLES NORTH OF MILEPOST 816 AND IS IN
 BW0215'THE SOUTHEAST 1/4 OF SECTION 23, T 2N, R 7E.  IT IS 4.5 FEET EAST OF
 BW0215'THE EAST RAIL OF THE EAST TRACK, 2.8 FEET WEST OF THE EAST END OF THE
 BW0215'ABUTMENT, 1.5 FEET NORTH OF A METAL WITNESS POST, SET IN A DRILLED
 BW0215'HOLE IN THE EAST END OF THE SOUTH ABUTMENT OF A SMALL CONCRETE BRIDGE
 BW0215'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK. NOTE-- TO REACH FROM
 BW0215'THE PIKE COUNTY COURTHOUSE IN MAGNOLIA GO WEST ON BAY STREET (STATE
 BW0215'HIGHWAY 48) FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 51. TURN
 BW0215'LEFT (SOUTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 1.8 MILES. THENCE
 BW0215'EAST ACROSS AN OPEN PASTURE FOR APPROXIMATELY 0.3 MILE TO THE BRIDGE
 BW0215'AND THE MARK AS DESCRIBED.
 BW0215
 BW0215                          STATION RECOVERY (1992)
 BW0215
 BW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0215'13.2 KM (8.20 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0215'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, IN TOP OF AND 0.9 M
 BW0215'(3.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BW0215'RAILROAD BRIDGE SPANNING A CREEK, 0.1 KM (0.05 MI) NORTH OF MILEPOST
 BW0215'816, 1.3 M (4.3 FT) EAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW
 BW0215'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0679 ***********************************************************************
 DJ0679  DESIGNATION -  F 70
 DJ0679  PID         -  DJ0679
 DJ0679  STATE/COUNTY-  MS/LOWNDES
 DJ0679  USGS QUAD   -  ARTESIA (1987)
 DJ0679
 DJ0679                         *CURRENT SURVEY CONTROL
 DJ0679  ___________________________________________________________________
 DJ0679* NAD 83(1986)-  33 26 07.     (N)    088 38 37.     (W)     SCALED    
 DJ0679* NAVD 88     -        64.165  (meters)     210.51   (feet)  ADJUSTED  
 DJ0679  ___________________________________________________________________
 DJ0679  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ0679  DYNAMIC HT  -          64.096 (meters)     210.29  (feet)  COMP
 DJ0679  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DJ0679
 DJ0679  VERT ORDER  -  FIRST     CLASS II
 DJ0679
 DJ0679.The horizontal coordinates were scaled from a topographic map and have
 DJ0679.an estimated accuracy of +/- 6 seconds.
 DJ0679
 DJ0679.The orthometric height was determined by differential leveling
 DJ0679.and adjusted in June 1991.
 DJ0679
 DJ0679.The geoid height was determined by GEOID03.
 DJ0679
 DJ0679.The dynamic height is computed by dividing the NAVD 88
 DJ0679.geopotential number by the normal gravity value computed on the
 DJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0679.degrees latitude (g = 980.6199 gals.).
 DJ0679
 DJ0679.The modeled gravity was interpolated from observed gravity values.
 DJ0679
 DJ0679;                    North         East    Units  Estimated Accuracy
 DJ0679;SPC MS E     -   436,330.      317,640.      MT  (+/- 180 meters Scaled)
 DJ0679
 DJ0679                          SUPERSEDED SURVEY CONTROL
 DJ0679
 DJ0679  NGVD 29 (??/??/92)   64.117  (m)          210.36   (f) ADJ UNCH    1 2
 DJ0679
 DJ0679.Superseded values are not recommended for survey control.
 DJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0679.See file dsdata.txt to determine how the superseded data were derived.
 DJ0679
 DJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC472007(NAD 83)
 DJ0679_MARKER: DB = BENCH MARK DISK
 DJ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0679_STAMPING: F 70 1935
 DJ0679_MARK LOGO: CGS   
 DJ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0679+STABILITY: SURFACE MOTION
 DJ0679
 DJ0679  HISTORY     - Date     Condition        Report By
 DJ0679  HISTORY     - 1935     MONUMENTED       CGS
 DJ0679  HISTORY     - 1963     GOOD             MSHD
 DJ0679  HISTORY     - 1983     GOOD             NGS
 DJ0679
 DJ0679                          STATION DESCRIPTION
 DJ0679
 DJ0679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0679'1.4 MI N FROM ARTESIA.
 DJ0679'THE MARK IS LOCATED 1.4 MILES NORTH OF THE GULF, MOBILE AND OHIO
 DJ0679'RAILROAD STATION IN ARTESIA, AT A CONCRETE CULVERT.  THE MARK IS A
 DJ0679'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 295 FEET
 DJ0679'NORTH OF MILEPOST 221, 36 FEET EAST OF THE CENTER LINE OF THE TRACK,
 DJ0679'28 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 7 FEET BELOW THE LEVEL OF
 DJ0679'THE TRACK AND ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS 4 INCHES.
 DJ0679'A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 DJ0679
 DJ0679                          STATION RECOVERY (1983)
 DJ0679
 DJ0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0679'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM
 DJ0679'(1.45 MI) NORTH ALONG THE RAILROAD TRACKS FROM THE POST OFFICE IN
 DJ0679'ARTESIA (WHICH IS ABOUT 76.2 METERS (250.0 FT) WEST OF THE RAILROAD
 DJ0679'TRACKS), SET IN TOP OF THE NORTH END OF THE EAST HEADWALL, 2.89 METERS
 DJ0679'(9.5 FT) EAST OF THE EAST RAIL, AND 0.3 METER (1.0 FT) SOUTH OF THE
 DJ0679'NORTH END OF THE EAST HEADWALL.  NOT LEVELED TO AT THIS TIME.
 DJ0679'THE MARK IS 3.04 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0673 ***********************************************************************
 CO0673  DESIGNATION -  F 72
 CO0673  PID         -  CO0673
 CO0673  STATE/COUNTY-  MS/KEMPER
 CO0673  USGS QUAD   -  OAK GROVE (1985)
 CO0673
 CO0673                         *CURRENT SURVEY CONTROL
 CO0673  ___________________________________________________________________
 CO0673* NAD 83(1986)-  32 44 48.     (N)    088 32 00.     (W)     SCALED    
 CO0673* NAVD 88     -        75.095  (meters)     246.37   (feet)  ADJUSTED  
 CO0673  ___________________________________________________________________
 CO0673  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CO0673  DYNAMIC HT  -          75.009 (meters)     246.09  (feet)  COMP
 CO0673  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CO0673
 CO0673  VERT ORDER  -  SECOND    CLASS 0
 CO0673
 CO0673.The horizontal coordinates were scaled from a topographic map and have
 CO0673.an estimated accuracy of +/- 6 seconds.
 CO0673
 CO0673.The orthometric height was determined by differential leveling
 CO0673.and adjusted in June 1991.
 CO0673
 CO0673.The geoid height was determined by GEOID03.
 CO0673
 CO0673.The dynamic height is computed by dividing the NAVD 88
 CO0673.geopotential number by the normal gravity value computed on the
 CO0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0673.degrees latitude (g = 980.6199 gals.).
 CO0673
 CO0673.The modeled gravity was interpolated from observed gravity values.
 CO0673
 CO0673;                    North         East    Units  Estimated Accuracy
 CO0673;SPC MS E     -   359,990.      328,110.      MT  (+/- 180 meters Scaled)
 CO0673
 CO0673                          SUPERSEDED SURVEY CONTROL
 CO0673
 CO0673  NGVD 29 (??/??/92)   75.069  (m)          246.29   (f) ADJ UNCH    2 0
 CO0673
 CO0673.Superseded values are not recommended for survey control.
 CO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0673.See file dsdata.txt to determine how the superseded data were derived.
 CO0673
 CO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB563242(NAD 83)
 CO0673_MARKER: DB = BENCH MARK DISK
 CO0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0673_STAMPING: F 72 1935
 CO0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0673+STABILITY: SURFACE MOTION
 CO0673
 CO0673  HISTORY     - Date     Condition        Report By
 CO0673  HISTORY     - 1935     MONUMENTED       CGS
 CO0673  HISTORY     - 1962     GOOD             NGS
 CO0673
 CO0673                          STATION DESCRIPTION
 CO0673
 CO0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CO0673'5.4 MI W FROM ELECTRIC MILLS.
 CO0673'5.4 MILES WEST ALONG THE DE KALB AND WESTERN RAILROAD FROM THE MOBILE
 CO0673'AND OHIO RAILROAD STATION AT ELECTRIC MILLS, KEMPER COUNTY, 0.2 MILE
 CO0673'SOUTHEAST OF MILEPOST 4, AT A POINT WHERE A ROAD TURNS SOUTH, 40 FEET
 CO0673'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 40 FEET NORTHEAST OF A MAIL
 CO0673'BOX, AND 25 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CO0673'DISK, STAMPED F 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0481 ***********************************************************************
 CO0481  DESIGNATION -  F 73
 CO0481  PID         -  CO0481
 CO0481  STATE/COUNTY-  MS/LAUDERDALE
 CO0481  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0481
 CO0481                         *CURRENT SURVEY CONTROL
 CO0481  ___________________________________________________________________
 CO0481* NAD 83(1986)-  32 22 56.     (N)    088 40 01.     (W)     SCALED    
 CO0481* NAVD 88     -       101.890  (meters)     334.28   (feet)  POSTED    
 CO0481  ___________________________________________________________________
 CO0481  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CO0481  DYNAMIC HT  -         101.770 (meters)     333.89  (feet)  COMP
 CO0481  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CO0481
 CO0481  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CO0481
 CO0481.The horizontal coordinates were scaled from a topographic map and have
 CO0481.an estimated accuracy of +/- 6 seconds.
 CO0481
 CO0481.The orthometric height was determined by differential leveling
 CO0481.and adjusted by the  in 1992.
 CO0481.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CO0481.rate of 1.1 thru 2.0 mm/km.
 CO0481
 CO0481.The geoid height was determined by GEOID03.
 CO0481
 CO0481.The dynamic height is computed by dividing the NAVD 88
 CO0481.geopotential number by the normal gravity value computed on the
 CO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0481.degrees latitude (g = 980.6199 gals.).
 CO0481
 CO0481.The modeled gravity was interpolated from observed gravity values.
 CO0481
 CO0481;                    North         East    Units  Estimated Accuracy
 CO0481;SPC MS E     -   319,540.      315,660.      MT  (+/- 180 meters Scaled)
 CO0481
 CO0481                          SUPERSEDED SURVEY CONTROL
 CO0481
 CO0481  NGVD 29 (??/??/92)  101.88   (m)          334.3    (f) COMPUTED    2 0
 CO0481
 CO0481.Superseded values are not recommended for survey control.
 CO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0481.See file dsdata.txt to determine how the superseded data were derived.
 CO0481
 CO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA431840(NAD 83)
 CO0481_MARKER: DB = BENCH MARK DISK
 CO0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0481_SP_SET: CULVERT
 CO0481_STAMPING: F 73 1935
 CO0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0481
 CO0481  HISTORY     - Date     Condition        Report By
 CO0481  HISTORY     - 1935     MONUMENTED       CGS
 CO0481  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0481  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0481
 CO0481                          STATION DESCRIPTION
 CO0481
 CO0481'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0481'2.4 MI NE FROM MERIDIAN.
 CO0481'ABOUT 2.4 MILES NORTHEAST ALONG THE ALABAMA GREAT SOUTHERN RAILROAD
 CO0481'FROM THE UNION STATION AT MERIDIAN, LAUDERDALE COUNTY, ABOUT 250 FEET
 CO0481'SOUTHWEST OF MILEPOST 293, 85 FEET NORTHEAST OF A ROAD CROSSING, AT A
 CO0481'CULVERT, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 58
 CO0481'FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND 18 FEET
 CO0481'NORTHWEST OF THE CENTERLINE OF U. S. HIGHWAY 11 AND 80.  A STANDARD
 CO0481'DISK, STAMPED F 73 1935.
 CO0481
 CO0481                          STATION RECOVERY (1968)
 CO0481
 CO0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0093 ***********************************************************************
 BW0093  DESIGNATION -  F 8
 BW0093  PID         -  BW0093
 BW0093  STATE/COUNTY-  MS/LINCOLN
 BW0093  USGS QUAD   -  BROOKHAVEN (1972)
 BW0093
 BW0093                         *CURRENT SURVEY CONTROL
 BW0093  ___________________________________________________________________
 BW0093* NAD 83(1986)-  31 34 45.     (N)    090 26 35.     (W)     SCALED    
 BW0093* NAVD 88     -       149.451  (meters)     490.32   (feet)  ADJUSTED  
 BW0093  ___________________________________________________________________
 BW0093  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW0093  DYNAMIC HT  -         149.269 (meters)     489.73  (feet)  COMP
 BW0093  MODELED GRAV-     979,418.8   (mgal)                       NAVD 88
 BW0093
 BW0093  VERT ORDER  -  FIRST     CLASS II
 BW0093
 BW0093.The horizontal coordinates were scaled from a topographic map and have
 BW0093.an estimated accuracy of +/- 6 seconds.
 BW0093
 BW0093.The orthometric height was determined by differential leveling
 BW0093.and adjusted in February 1994.
 BW0093
 BW0093.The geoid height was determined by GEOID03.
 BW0093
 BW0093.The dynamic height is computed by dividing the NAVD 88
 BW0093.geopotential number by the normal gravity value computed on the
 BW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0093.degrees latitude (g = 980.6199 gals.).
 BW0093
 BW0093.The modeled gravity was interpolated from observed gravity values.
 BW0093
 BW0093;                    North         East    Units  Estimated Accuracy
 BW0093;SPC MS W     -   230,490.      689,590.      MT  (+/- 180 meters Scaled)
 BW0093
 BW0093                          SUPERSEDED SURVEY CONTROL
 BW0093
 BW0093  NAVD 88 (06/15/91)  149.470  (m)          490.39   (f) UNKNOWN     1 2
 BW0093  NGVD 29 (??/??/??)  149.465  (m)          490.37   (f) ADJUSTED    1 2
 BW0093
 BW0093.Superseded values are not recommended for survey control.
 BW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0093.See file dsdata.txt to determine how the superseded data were derived.
 BW0093
 BW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ426966(NAD 83)
 BW0093_MARKER: DB = BENCH MARK DISK
 BW0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0093_SP_SET: BUILDING
 BW0093_STAMPING: F 8 1934 490.435
 BW0093_MARK LOGO: CGS   
 BW0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0093+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0093
 BW0093  HISTORY     - Date     Condition        Report By
 BW0093  HISTORY     - 1934     MONUMENTED       CGS
 BW0093  HISTORY     - 1970     GOOD             MSSU
 BW0093  HISTORY     - 19920720 GOOD             NGS
 BW0093
 BW0093                          STATION DESCRIPTION
 BW0093
 BW0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BW0093'IN BROOKHAVEN.
 BW0093'AT BROOKHAVEN, AT THE ILLINOIS CENTRAL RAILROAD STATION, 0.05 MILE
 BW0093'SOUTH OF MILEPOST 783, SET VERTICALLY IN THE EAST FACE OF THE BRICK
 BW0093'STATION BUILDING, 1 FOOT BELOW THE CENTER WINDOW FOR THE TICKET
 BW0093'OFFICE, 49 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 19.5
 BW0093'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3.3 FEET ABOVE THE BRICK
 BW0093'PLATFORM AND 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 BW0093
 BW0093                          STATION RECOVERY (1970)
 BW0093
 BW0093'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970
 BW0093'RECOVERED IN GOOD CONDITION.
 BW0093
 BW0093                          STATION RECOVERY (1992)
 BW0093
 BW0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0093'IN BROOKHAVEN, AT THE INTERSECTION OF SOUTH WITWORTH AVENUE AND
 BW0093'CHEROKEE STREET, SET VERTICALLY IN THE EAST FACE OF THE BROOKHAVEN
 BW0093'DEPARTMENT OF RECREATION (FORMER RAILROAD STATION), 63.2 M
 BW0093'(207.3 FT) NORTH OF THE CENTERLINE OF THE STREET, 21.3 M (69.9 FT)
 BW0093'EAST OF THE CENTERLINE OF THE AVENUE, 14.6 M (47.9 FT) NORTH OF THE
 BW0093'SOUTHEAST CORNER OF THE BUILDING, 14.6 M (47.9 FT) NORTH OF THE
 BW0093'SOUTHEAST CORNER OF THE STATION, 5.8 M (19.0 FT) WEST OF THE NEAR
 BW0093'RAIL, AND 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0558 ***********************************************************************
 BH0558  DESIGNATION -  F 81 RESET
 BH0558  PID         -  BH0558
 BH0558  STATE/COUNTY-  MS/HARRISON
 BH0558  USGS QUAD   -  WHITE PLAINS (1982)
 BH0558
 BH0558                         *CURRENT SURVEY CONTROL
 BH0558  ___________________________________________________________________
 BH0558* NAD 83(1986)-  30 32 54.     (N)    088 55 38.     (W)     SCALED    
 BH0558* NAVD 88     -        25.008  (meters)      82.05   (feet)  ADJUSTED  
 BH0558  ___________________________________________________________________
 BH0558  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0558  DYNAMIC HT  -          24.975 (meters)      81.94  (feet)  COMP
 BH0558  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BH0558
 BH0558  VERT ORDER  -  SECOND    CLASS II
 BH0558
 BH0558.The horizontal coordinates were scaled from a topographic map and have
 BH0558.an estimated accuracy of +/- 6 seconds.
 BH0558
 BH0558.The orthometric height was determined by differential leveling
 BH0558.and adjusted in May 1996.
 BH0558
 BH0558.The geoid height was determined by GEOID03.
 BH0558
 BH0558.The dynamic height is computed by dividing the NAVD 88
 BH0558.geopotential number by the normal gravity value computed on the
 BH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0558.degrees latitude (g = 980.6199 gals.).
 BH0558
 BH0558.The modeled gravity was interpolated from observed gravity values.
 BH0558
 BH0558;                    North         East    Units  Estimated Accuracy
 BH0558;SPC MS E     -   116,210.      290,990.      MT  (+/- 180 meters Scaled)
 BH0558
 BH0558                          SUPERSEDED SURVEY CONTROL
 BH0558
 BH0558  NGVD 29 (??/??/??)   25.06   (m)           82.2    (f) RESET       3  
 BH0558
 BH0558.Superseded values are not recommended for survey control.
 BH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0558.See file dsdata.txt to determine how the superseded data were derived.
 BH0558
 BH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU151811(NAD 83)
 BH0558_MARKER: DB = BENCH MARK DISK
 BH0558_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BH0558+WITH SETTING: INTO GROUND
 BH0558_SP_SET: METAL ROD WITH BASE PLATE
 BH0558_STAMPING: F 81 RESET 1976
 BH0558_MARK LOGO: NGS   
 BH0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0558+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1986
 BH0558
 BH0558  HISTORY     - Date     Condition        Report By
 BH0558  HISTORY     - 1976     MONUMENTED       NGS
 BH0558  HISTORY     - 19860313 GOOD             MSHD
 BH0558
 BH0558                          STATION DESCRIPTION
 BH0558
 BH0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BH0558'10.5 MI NNW FROM BILOXI.
 BH0558'1.5 MILES NORTH ALONG STATE HIGHWAYS 15 AND 67 FROM THE BRIDGE OVER
 BH0558'INTERSTATE HIGHWAY 10 TO THE JUNCTION OF STATE HIGHWAY 15, THENCE
 BH0558'NORTH ALONG STATE HIGHWAY 15 FOR 6.0 MILES TO A RED BRICK HOUSE AND
 BH0558'MARK ON RIGHT, 195 FEET EAST OF THE EXISTING CENTER OF HIGHWAY 15
 BH0558'(UNDER CONSTRUCTION), 103.5 FEET NORTH OF A FENCE, 101.5 FEET
 BH0558'WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRICK HOUSE, 59 FEET NORTH
 BH0558'OF THE CENTER OF DRIVEWAY, 2.5 FEET NORTH OF THE WEST ONE OF TWO 14
 BH0558'INCH PINE TREES ABOUT 3 FEET APART, 28 FEET NORTH OF THE PROJECTED
 BH0558'PLANE OF THE NORTH WALL OF A BRICK HOUSE AND 2 FEET NORTH OF A METAL
 BH0558'WITNESS POST AND SIGN.  A STANDARD NGS DISK CRIMPED TO A 4 FOOT COPPER
 BH0558'COATED ROAD WITH BASEPLATE AND COLLAR, SET FLUSH WITH THE SURFACE OF
 BH0558'THE GROUND.  SECTION 6, T 6 S, R 9 W.
 BH0558
 BH0558                          STATION RECOVERY (1986)
 BH0558
 BH0558'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH0558'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BH0558'MARK IS LOCATED 16.9 KM (10.50 MI) NORTH NORTHWEST OF BILOXI ON THE
 BH0558'NORTH EDGE OF THE LAWN OF A RED BRICK HOUSE IN SECTION 6, T6S, R9W.
 BH0558'TO REACH FROM THE I-10 AND I-110 INTERCHANGE BRIDGE IN DIBERVILLE, GO
 BH0558'NORTHWEST ON STATE HIGHWAYS 15 AND 67 FOR 2.41 KM (1.50 MI) TO THE
 BH0558'JUNCTION OF STATE HIGHWAY 15, TURN RIGHT AND GO NORTH ON HIGHWAY 15
 BH0558'FOR 7.89 KM (4.90 MI) TO A CROSSROAD, CONTINUE NORTHWEST ON HIGHWAY 15
 BH0558'FOR 1.69 KM (1.05 MI) TO A BRICK HOUSE AND THE MARK ON THE RIGHT.
 BH0558'MARK IS A STANDARD NGS DISK CRIMPED TO A 4-FOOT COOPER COATED STEEL
 BH0558'ROD WITH A BASEPLATE AND COLLAR FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0445 ***********************************************************************
 BH0445  DESIGNATION -  F 82
 BH0445  PID         -  BH0445
 BH0445  STATE/COUNTY-  MS/GEORGE
 BH0445  USGS QUAD   -  BASIN (1982)
 BH0445
 BH0445                         *CURRENT SURVEY CONTROL
 BH0445  ___________________________________________________________________
 BH0445* NAD 83(1986)-  30 51 19.     (N)    088 41 44.     (W)     SCALED    
 BH0445* NAVD 88     -        16.64   (+/-2cm)      54.6    (feet)  VERTCON   
 BH0445  ___________________________________________________________________
 BH0445  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0445
 BH0445.The horizontal coordinates were scaled from a topographic map and have
 BH0445.an estimated accuracy of +/- 6 seconds.
 BH0445
 BH0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0445.The vertical order pertains to the NGVD 29 superseded value.
 BH0445
 BH0445.The geoid height was determined by GEOID03.
 BH0445
 BH0445;                    North         East    Units  Estimated Accuracy
 BH0445;SPC MS E     -   150,240.      313,180.      MT  (+/- 180 meters Scaled)
 BH0445
 BH0445                          SUPERSEDED SURVEY CONTROL
 BH0445
 BH0445  NGVD 29 (??/??/??)   16.637  (m)           54.58   (f) ADJUSTED    2 0
 BH0445
 BH0445.Superseded values are not recommended for survey control.
 BH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0445.See file dsdata.txt to determine how the superseded data were derived.
 BH0445
 BH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV378147(NAD 83)
 BH0445_MARKER: DB = BENCH MARK DISK
 BH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0445_STAMPING: F 82 1935
 BH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0445+STABILITY: SURFACE MOTION
 BH0445
 BH0445  HISTORY     - Date     Condition        Report By
 BH0445  HISTORY     - 1935     MONUMENTED       CGS
 BH0445  HISTORY     - 1971     GOOD             MSHD
 BH0445
 BH0445                          STATION DESCRIPTION
 BH0445
 BH0445'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0445'8 MI SW FROM LUCEDALE.
 BH0445'THE MARK IS LOCATED 8 MILES SOUTHWEST OF LUCEDALE ON THE NORTH R.O.W.
 BH0445'OF A COUNTY ROAD, 0.1 MILE EAST OF A CROSSROAD IN THE SOUTHWEST 1/4 OF
 BH0445'SECTION 21, T 28, R 7W.  IT IS 31 FEET NORTH OF THE CENTER OF A BLACK
 BH0445'TOP ROAD, 89 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND GUY
 BH0445'WIRES, 84 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FENCE
 BH0445'AROUND SOME MOBILE HOMES, 14 FEET SOUTHWEST OF AN 18-INCH PINE, 34
 BH0445'FEET WEST OF THE WEST END OF A CIRCULAR DRIVEWAY, 1 FOOT EAST OF A
 BH0445'METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BH0445'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 BH0445'INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BH0445'WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 BH0445'26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 8.1 MILES TO
 BH0445'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE SOUTH ON A BLACK TOP ROAD
 BH0445'FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND CONTINUE EAST ON A BLACK
 BH0445'TOP ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0178 ***********************************************************************
 BW0178  DESIGNATION -  F 9
 BW0178  PID         -  BW0178
 BW0178  STATE/COUNTY-  MS/COPIAH
 BW0178  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW0178
 BW0178                         *CURRENT SURVEY CONTROL
 BW0178  ___________________________________________________________________
 BW0178* NAD 83(1986)-  31 58 10.     (N)    090 22 05.     (W)     SCALED    
 BW0178* NAVD 88     -       139.319  (meters)     457.08   (feet)  ADJUSTED  
 BW0178  ___________________________________________________________________
 BW0178  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW0178  DYNAMIC HT  -         139.153 (meters)     456.54  (feet)  COMP
 BW0178  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 BW0178
 BW0178  VERT ORDER  -  FIRST     CLASS I
 BW0178
 BW0178.The horizontal coordinates were scaled from a topographic map and have
 BW0178.an estimated accuracy of +/- 6 seconds.
 BW0178
 BW0178.The orthometric height was determined by differential leveling
 BW0178.and adjusted in February 1994.
 BW0178
 BW0178.The geoid height was determined by GEOID03.
 BW0178
 BW0178.The dynamic height is computed by dividing the NAVD 88
 BW0178.geopotential number by the normal gravity value computed on the
 BW0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0178.degrees latitude (g = 980.6199 gals.).
 BW0178
 BW0178.The modeled gravity was interpolated from observed gravity values.
 BW0178
 BW0178;                    North         East    Units  Estimated Accuracy
 BW0178;SPC MS W     -   273,760.      696,720.      MT  (+/- 180 meters Scaled)
 BW0178
 BW0178                          SUPERSEDED SURVEY CONTROL
 BW0178
 BW0178  NAVD 88 (06/15/91)  139.337  (m)          457.14   (f) UNKNOWN     1 1
 BW0178  NGVD 29 (??/??/??)  139.337  (m)          457.14   (f) ADJUSTED    1 1
 BW0178
 BW0178.Superseded values are not recommended for survey control.
 BW0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0178.See file dsdata.txt to determine how the superseded data were derived.
 BW0178
 BW0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR487400(NAD 83)
 BW0178_MARKER: DB = BENCH MARK DISK
 BW0178_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW0178_SP_SET: FOOTING
 BW0178_STAMPING: F 9 1934 457.227
 BW0178_MARK LOGO: CGS   
 BW0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0178+STABILITY: SURFACE MOTION
 BW0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0178+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0178
 BW0178  HISTORY     - Date     Condition        Report By
 BW0178  HISTORY     - 1934     MONUMENTED       CGS
 BW0178  HISTORY     - 1969     GOOD             NGS
 BW0178  HISTORY     - 19920720 GOOD             NGS
 BW0178
 BW0178                          STATION DESCRIPTION
 BW0178
 BW0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0178'1.35 MI S FROM CRYSTAL SPRINGS.
 BW0178'ABOUT 1.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0178'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, 0.3 MILE NORTH OF
 BW0178'MILEPOST 755, SET ON THE TOP OF THE SOUTHWEST CORNER OF AN 8 1/2-BY
 BW0178'7-FEET CONCRETE FOUNDATION FOR AN ABANDONED WATER SPOUT WHICH PROJECTS
 BW0178'2 INCHES ABOVE THE LEVEL OF THE GROUND, 84 FEET NORTH OF THE CENTER OF
 BW0178'AN OVERPASS, 4.3 FEET EAST OF THE EAST RAIL AND LEVEL WITH THE TRACK.
 BW0178'1/4, SEC 35, T 2N, R 2W.
 BW0178
 BW0178                          STATION RECOVERY (1992)
 BW0178
 BW0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0178'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0178'HAZELHURST, THENCE 12.6 KM (7.80 MI) NORTHERLY ALONG THE ILLINOIS
 BW0178'CENTRAL RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE
 BW0178'SOUTHWEST CORNER OF A 7 BY 8-FOOT CONCRETE FOOTING FOR A FORMER WATER
 BW0178'TANK, 25.6 M (84.0 FT) NORTH OF THE CENTER OF THE SOUTH PAT HARRISON
 BW0178'DRIVE, 1.4 M (4.6 FT) EAST OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE
 BW0178'LEVEL OF THE TRACK, AND THE FOOTING IS RECESSED 0.1 M (0.3 FT) BELOW
 BW0178'THE RAILROAD BALLAST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3112 ***********************************************************************
 BH3112  DESIGNATION -  FAA M 50 A
 BH3112  PID         -  BH3112
 BH3112  STATE/COUNTY-  MS/JACKSON
 BH3112  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH3112
 BH3112                         *CURRENT SURVEY CONTROL
 BH3112  ___________________________________________________________________
 BH3112* NAD 83(1993)-  30 27 49.67437(N)    088 31 38.97410(W)     ADJUSTED  
 BH3112* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 BH3112  ___________________________________________________________________
 BH3112  X           -     141,395.341 (meters)                     COMP
 BH3112  Y           -  -5,500,531.746 (meters)                     COMP
 BH3112  Z           -   3,214,783.895 (meters)                     COMP
 BH3112  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BH3112  ELLIP HEIGHT-         -23.684 (meters)          (05/13/94) ADJUSTED
 BH3112  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH3112  HORZ ORDER  -  THIRD
 BH3112  ELLP ORDER  -  FOURTH    CLASS I
 BH3112
 BH3112.This mark is at Trent Lott Intl Airport (M50)
 BH3112
 BH3112.The horizontal coordinates were established by GPS observations
 BH3112.and adjusted by the National Geodetic Survey in May 1994.
 BH3112
 BH3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3112
 BH3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3112
 BH3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3112
 BH3112.The ellipsoidal height was determined by GPS observations
 BH3112.and is referenced to NAD 83.
 BH3112
 BH3112.The geoid height was determined by GEOID03.
 BH3112
 BH3112;                    North         East     Units Scale Factor Converg.
 BH3112;SPC MS E     -   106,873.530   329,369.829   MT  0.99996064   +0 09 18.2
 BH3112;SPC MS E     -   350,634.24  1,080,607.51   sFT  0.99996064   +0 09 18.2
 BH3112;SPC AL W     -    51,860.167   501,329.273   MT  1.00005340   -0 31 15.5
 BH3112;UTM  16      - 3,371,170.972   353,358.227   MT  0.99986528   -0 46 28.4
 BH3112
 BH3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3112!SPC MS E     -   1.00000372  x   0.99996064  =   0.99996436
 BH3112!SPC AL W     -   1.00000372  x   1.00005340  =   1.00005712
 BH3112!UTM  16      -   1.00000372  x   0.99986528  =   0.99986900
 BH3112
 BH3112:                Primary Azimuth Mark                     Grid Az
 BH3112:SPC MS E     -  FAA M 50 B                               342 12 41.8
 BH3112:SPC AL W     -  FAA M 50 B                               342 53 15.5
 BH3112:UTM  16      -  FAA M 50 B                               343 08 28.4
 BH3112
 BH3112|---------------------------------------------------------------------|
 BH3112| PID    Reference Object                     Distance      Geod. Az  |
 BH3112|                                                           dddmmss.s |
 BH3112| BH3113 FAA M 50 B                          APPROX. 0.9 KM 3422200.0 |
 BH3112|---------------------------------------------------------------------|
 BH3112
 BH3112                          SUPERSEDED SURVEY CONTROL
 BH3112
 BH3112  ELLIP H (01/21/93)  -23.793  (m)                       GP(       ) 4 2
 BH3112  NAD 83(1993)-  30 27 49.67437(N)    088 31 38.97407(W) AD(       ) 3
 BH3112  NAD 83(1986)-  30 27 49.69414(N)    088 31 38.97813(W) AD(       ) 3
 BH3112  NGVD 29 (08/21/91)    4.6    (m)           15.     (f) GPS OBS     3  
 BH3112
 BH3112.Superseded values are not recommended for survey control.
 BH3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3112.See file dsdata.txt to determine how the superseded data were derived.
 BH3112
 BH3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5335871171(NAD 83)
 BH3112_MARKER: I = METAL ROD
 BH3112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH3112_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH3112_STAMPING: FAA M50 A 1991
 BH3112_MARK LOGO: NGS   
 BH3112_PROJECTION: FLUSH
 BH3112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH3112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH3112+STABILITY: POSITION/ELEVATION WELL
 BH3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3112+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3112_ROD/PIPE-DEPTH: 19.5 meters
 BH3112_SLEEVE-DEPTH  : 0.91 meters
 BH3112
 BH3112  HISTORY     - Date     Condition        Report By
 BH3112  HISTORY     - 1991     MONUMENTED       NGS
 BH3112  HISTORY     - 19911231 GOOD             NGS
 BH3112
 BH3112                          STATION DESCRIPTION
 BH3112
 BH3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BH3112'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF PASCAGOULA,
 BH3112'AT THE JACKSON COUNTY AIRPORT AND NEAR THE NORTHWEST CORNER OF THE
 BH3112'APRON. OWNERSHIP--JACKSON COUNTY, P.O. BOX 988, PASCAGOULA, MS 39569.
 BH3112'PHONE 601-475-1371, AIRPORT MANAGER IS GEORGE F. TOUART, PHONE
 BH3112'601-474-2239.
 BH3112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND THE
 BH3112'WEST BOUND LANE OF INTERSTATE HIGHWAY 10 (EXIT 69), FROM THE END OF
 BH3112'THE INTERSTATE HIGHWAY 10 EXIT RAMP, GO NORTH ON HIGHWAY 63 FOR 0.48
 BH3112'KM (0.30 MI) TO A PAVED ROAD ON THE RIGHT (WITH AIRPORT SIGN).  TURN
 BH3112'RIGHT, NORTHEAST, ON THE PAVED ROAD FOR 2.25 KM (1.40 MI) TO THE
 BH3112'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE ENTRANCE
 BH3112'ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD ON THE LEFT (JUST BEFORE
 BH3112'THE PARKING AREA).  TURN LEFT, SOUTHERLY, AND CURVING AROUND FOR 0.24
 BH3112'KM (0.15 MI) TO THE APRON.  CROSS THE APRON TO ITS NORTHWEST CORNER
 BH3112'AND THE STATION.
 BH3112'THE STATION IS LOCATED 69.9 M (229.3 FT) NORTH OF THE CENTER OF THE
 BH3112'TAXI, 2.3 M (7.5 FT) SOUTHEAST OF A TAXI LIGHT WITH A TAG NUMBER
 BH3112'4-30W, 2.05 M (6.73 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 BH3112'APRON AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 BH3112
 BH3112                          STATION RECOVERY (1991)
 BH3112
 BH3112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BH3112'THIS STATION IS LOCATED AT THE AIRPORT NEAR THE OLD NORTHWEST CORNER
 BH3112'OF THE APRON.  IT IS LOCATED 229.3 FEET (69.9 M) NORTH OF THE
 BH3112'CENTERLINE OF A TAXIWAY, 7.5 FEET (2.3 M) SE OF A TAXIWAY LIGHT WITH A
 BH3112'TAG 4-30W, 6.7 FEET (2.0 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 BH3112'APRON AND 1.0 FT (0.3 M) SE OF A FIBERGLASS WITNESS POST.  IT IS A
 BH3112'STAINLESS STEEL ROD FLUSH WITH THE GROUND WITH AN ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3113 ***********************************************************************
 BH3113  DESIGNATION -  FAA M 50 B
 BH3113  PID         -  BH3113
 BH3113  STATE/COUNTY-  MS/JACKSON
 BH3113  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH3113
 BH3113                         *CURRENT SURVEY CONTROL
 BH3113  ___________________________________________________________________
 BH3113* NAD 83(1993)-  30 28 18.28490(N)    088 31 49.47308(W)     ADJUSTED  
 BH3113* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BH3113  ___________________________________________________________________
 BH3113  X           -     141,103.903 (meters)                     COMP
 BH3113  Y           -  -5,500,092.292 (meters)                     COMP
 BH3113  Z           -   3,215,543.249 (meters)                     COMP
 BH3113  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BH3113  ELLIP HEIGHT-         -23.746 (meters)          (05/13/94) ADJUSTED
 BH3113  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH3113  HORZ ORDER  -  THIRD
 BH3113  ELLP ORDER  -  FOURTH    CLASS I
 BH3113
 BH3113.This mark is at Trent Lott Intl Airport (M50)
 BH3113
 BH3113.The horizontal coordinates were established by GPS observations
 BH3113.and adjusted by the National Geodetic Survey in May 1994.
 BH3113
 BH3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3113
 BH3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3113
 BH3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3113
 BH3113.The ellipsoidal height was determined by GPS observations
 BH3113.and is referenced to NAD 83.
 BH3113
 BH3113.The geoid height was determined by GEOID03.
 BH3113
 BH3113;                    North         East     Units Scale Factor Converg.
 BH3113;SPC MS E     -   107,753.786   329,087.406   MT  0.99996043   +0 09 13.0
 BH3113;SPC MS E     -   353,522.21  1,079,680.93   sFT  0.99996043   +0 09 13.0
 BH3113;SPC AL W     -    52,743.776   501,057.231   MT  1.00005406   -0 31 21.3
 BH3113;UTM  16      - 3,372,055.611   353,090.150   MT  0.99986625   -0 46 34.4
 BH3113
 BH3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3113!SPC MS E     -   1.00000373  x   0.99996043  =   0.99996416
 BH3113!SPC AL W     -   1.00000373  x   1.00005406  =   1.00005779
 BH3113!UTM  16      -   1.00000373  x   0.99986625  =   0.99986998
 BH3113
 BH3113:                Primary Azimuth Mark                     Grid Az
 BH3113:SPC MS E     -  FAA M 50 A                               162 12 41.6
 BH3113:SPC AL W     -  FAA M 50 A                               162 53 15.9
 BH3113:UTM  16      -  FAA M 50 A                               163 08 29.0
 BH3113
 BH3113|---------------------------------------------------------------------|
 BH3113| PID    Reference Object                     Distance      Geod. Az  |
 BH3113|                                                           dddmmss.s |
 BH3113| BH3112 FAA M 50 A                          APPROX. 0.9 KM 1622154.6 |
 BH3113|---------------------------------------------------------------------|
 BH3113
 BH3113                          SUPERSEDED SURVEY CONTROL
 BH3113
 BH3113  ELLIP H (01/21/93)  -23.855  (m)                       GP(       ) 4 2
 BH3113  NAD 83(1993)-  30 28 18.28490(N)    088 31 49.47304(W) AD(       ) 3
 BH3113  NAD 83(1986)-  30 28 18.30466(N)    088 31 49.47705(W) AD(       ) 3
 BH3113  NGVD 29 (08/21/91)    4.6    (m)           15.     (f) GPS OBS     3  
 BH3113
 BH3113.Superseded values are not recommended for survey control.
 BH3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3113.See file dsdata.txt to determine how the superseded data were derived.
 BH3113
 BH3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5309072056(NAD 83)
 BH3113_MARKER: I = METAL ROD
 BH3113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH3113_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH3113_STAMPING: FAA M50 B 1991
 BH3113_MARK LOGO: NGS   
 BH3113_PROJECTION: FLUSH
 BH3113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH3113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH3113+STABILITY: POSITION/ELEVATION WELL
 BH3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3113+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3113_ROD/PIPE-DEPTH: 16.2 meters
 BH3113_SLEEVE-DEPTH  : 0.91 meters
 BH3113
 BH3113  HISTORY     - Date     Condition        Report By
 BH3113  HISTORY     - 1991     MONUMENTED       NGS
 BH3113  HISTORY     - 19930630 GOOD             NGS
 BH3113
 BH3113                          STATION DESCRIPTION
 BH3113
 BH3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BH3113'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF PASCAGOULA,
 BH3113'AT THE JACKSON COUNTY AIRPORT AND NEAR THE NORTHWEST CORNER OF THE
 BH3113'END OF THE TAXI LEADING TO RUNWAY 17. OWNERSHIP--JACKSON COUNTY, P.O.
 BH3113'BOX 988, PASCAGOULA, MS 39569.  PHONE 601-475-1371, AIRPORT MANAGER
 BH3113'IS GEORGE F. TOUART, PHONE 601-474-2239.
 BH3113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND THE
 BH3113'WEST BOUND LANE OF INTERSTATE HIGHWAY 10 (EXIT 69), FROM THE END OF
 BH3113'THE INTERSTATE HIGHWAY 10 EXIT RAMP, GO NORTH ON HIGHWAY 63 FOR 0.48
 BH3113'KM (0.30 MI) TO A PAVED ROAD ON THE RIGHT (WITH AIRPORT SIGN).  TURN
 BH3113'RIGHT, NORTHEAST, ON THE PAVED ROAD FOR 2.25 KM (1.40 MI) TO THE
 BH3113'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE ENTRANCE
 BH3113'ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD ON THE LEFT (JUST BEFORE
 BH3113'THE PARKING AREA).  TURN LEFT, SOUTHERLY, AND CURVING AROUND FOR 0.24
 BH3113'KM (0.15 MI) TO THE APRON.  BEAR LEFT, NORTHWEST, ACROSS THE APRON TO
 BH3113'THE JUNCTION OF THE TAXIS LEADING NORTH AND SOUTH.  TURN RIGHT,
 BH3113'NORTH, ON THE TAXI FOR 0.96 KM (0.60 MI) TO THE POINT WHERE IT TURNS
 BH3113'LEFT TO THE END OF RUNWAY 17 AND THE STATION NORTHEAST OF THE
 BH3113'NORTHEAST CORNER OF ITS SQUARED END.
 BH3113'THE STATION IS LOCATED 7.6 M (24.9 FT) EAST OF THE EXTENDED CENTER
 BH3113'LINE OF THE TAXI, 2.8 M (9.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BH3113'THE SQUARED END OF THE TAXI, 1.5 M (4.9 FT) SOUTHWEST OF A TAXI LIGHT
 BH3113'WITH A TAG NUMBERED 1-30W, AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS
 BH3113'WITNESS POST.
 BH3113
 BH3113                          STATION RECOVERY (1993)
 BH3113
 BH3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH3113'THIS STATION IS LOCATED AT THE AIRPORT NEAR THE NORTHEAST CORNER OF A
 BH3113'TAXIWAY AT THE RUNWAY END 17.  IT IS 24.9 FT (7.6 M) EAST OF THE
 BH3113'EXTENDED CENTERLINE OF THE TAXIWAY, 9.2 FT (2.8 M) NORTHEAST OF THE NE
 BH3113'CORNER OF THE TAXIWAY, 4.9 FT (1.5 M) SOUTHWEST OF A TAXIWAY LIGHT
 BH3113'WITH A TAG 1-30W AND 0.8 FT (24.4 CM) SOUTH OF A FIBERGLASS WITNESS
 BH3113'POST.  THE STATION IS A STAINLESS STEEL ROD FLUSH WITH THE GROUND WITH
 BH3113'AN ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1928 ***********************************************************************
 BW1928  DESIGNATION -  FAIR
 BW1928  PID         -  BW1928
 BW1928  STATE/COUNTY-  MS/LINCOLN
 BW1928  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1928
 BW1928                         *CURRENT SURVEY CONTROL
 BW1928  ___________________________________________________________________
 BW1928* NAD 83(1993)-  31 33 07.36577(N)    090 17 40.31188(W)     ADJUSTED  
 BW1928* NAVD 88     -       133.207  (meters)     437.03   (feet)  ADJUSTED  
 BW1928  ___________________________________________________________________
 BW1928  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BW1928  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1928  DYNAMIC HT  -         133.045 (meters)     436.50  (feet)  COMP
 BW1928  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BW1928
 BW1928  HORZ ORDER  -  SECOND
 BW1928  VERT ORDER  -  SECOND    CLASS II
 BW1928
 BW1928.The horizontal coordinates were established by classical geodetic methods
 BW1928.and adjusted by the National Geodetic Survey in May 1994.
 BW1928
 BW1928.The orthometric height was determined by differential leveling
 BW1928.and adjusted in May 1996.
 BW1928
 BW1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1928
 BW1928.The geoid height was determined by GEOID03.
 BW1928
 BW1928.The dynamic height is computed by dividing the NAVD 88
 BW1928.geopotential number by the normal gravity value computed on the
 BW1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1928.degrees latitude (g = 980.6199 gals.).
 BW1928
 BW1928.The modeled gravity was interpolated from observed gravity values.
 BW1928
 BW1928;                    North         East     Units Scale Factor Converg.
 BW1928;SPC MS W     -   227,482.003   703,684.077   MT  0.99995017   +0 01 13.1
 BW1928;SPC MS W     -   746,330.54  2,308,670.18   sFT  0.99995017   +0 01 13.1
 BW1928;UTM  15      - 3,493,959.471   756,824.089   MT  1.00041360   +1 24 59.3
 BW1928
 BW1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1928!SPC MS W     -   0.99998318  x   0.99995017  =   0.99993335
 BW1928!UTM  15      -   0.99998318  x   1.00041360  =   1.00039677
 BW1928
 BW1928:                Primary Azimuth Mark                     Grid Az
 BW1928:SPC MS W     -  HOLLING                                  019 58 18.7
 BW1928:UTM  15      -  HOLLING                                  018 34 32.5
 BW1928
 BW1928|---------------------------------------------------------------------|
 BW1928| PID    Reference Object                     Distance      Geod. Az  |
 BW1928|                                                           dddmmss.s |
 BW1928| BW2206 HOLLING                             APPROX. 6.2 KM 0195931.8 |
 BW1928| BW1929 FAIR RM 1                            27.722 METERS 09405     |
 BW1928| BW1938 FAIR AZ MK                                         2643901.3 |
 BW1928| BW1939 FAIR RM 2                            26.121 METERS 31342     |
 BW1928|---------------------------------------------------------------------|
 BW1928
 BW1928                          SUPERSEDED SURVEY CONTROL
 BW1928
 BW1928  NAD 83(1986)-  31 33 07.38121(N)    090 17 40.30881(W) AD(       ) 2
 BW1928  NAD 27      -  31 33 06.76800(N)    090 17 39.98300(W) AD(       ) 2
 BW1928  NGVD 29 (??/??/92)  133.218  (m)          437.07   (f) ADJ UNCH    2 2
 BW1928
 BW1928.Superseded values are not recommended for survey control.
 BW1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1928.See file dsdata.txt to determine how the superseded data were derived.
 BW1928
 BW1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5682493959(NAD 83)
 BW1928_MARKER: DS = TRIANGULATION STATION DISK
 BW1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1928_STAMPING: FAIR 1946
 BW1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1928+STABILITY: SURFACE MOTION
 BW1928
 BW1928  HISTORY     - Date     Condition        Report By
 BW1928  HISTORY     - 1946     MONUMENTED       CGS
 BW1928  HISTORY     - 1955     GOOD             CGS
 BW1928  HISTORY     - 1968     GOOD             CGS
 BW1928  HISTORY     - 1970     GOOD             MSSU
 BW1928  HISTORY     - 1975     GOOD             MSHD
 BW1928  HISTORY     - 1975     GOOD             MSHD
 BW1928
 BW1928                          STATION DESCRIPTION
 BW1928
 BW1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW1928'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES ESE OF BROOKHAVEN,
 BW1928'1.4 MILES E OF FAIR OAK SPRINGS, 1.0 MILE W OF A BRIDGE OVER
 BW1928'FAIR RIVER, IN THE NW CORNER OF SECTION 27, T. 7 N., R. 9 E.,
 BW1928'5 FEET W OF A STANDARD REFERENCE POST, 139 FEET N OF THE CENTER
 BW1928'LINE OF U.S. HIGHWAY 84, 36 FEET SW OF AN 18-INCH PINE TREE,
 BW1928'AND 49 FEET N OF THE N EDGE OF HIGHWAY CUT.
 BW1928'
 BW1928'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW1928'FAIR 1946, AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS
 BW1928'A BRONZE STATION DISK SET IN CONCRETE.
 BW1928'
 BW1928'REFERENCE MARK 1 IS 90.95 FEET (27.722 METERS) E OF THE STATION
 BW1928'AND 62 FEET N OF THE N EDGE OF THE HIGHWAY CUT.  IT IS A BRONZE
 BW1928'REFERENCE DISK SET IN CONCRETE, STAMPED FAIR NO 1 1946, AND IS
 BW1928'FLUSH WITH THE GROUND.
 BW1928'
 BW1928'REFERENCE MARK 2 IS 85.70 FEET (26.121 METERS) NW OF THE STATION,
 BW1928'6 FEET S OF THE S EDGE OF A CULTIVATED FIELD, AND 115 FEET N
 BW1928'OF THE N EDGE OF THE HIGHWAY CUT.  IT IS A BRONZE REFERENCE DISK
 BW1928'SET IN CONCRETE, STAMPED FAIR NO 2 1946, AND IS FLUSH WITH THE
 BW1928'GROUND.
 BW1928'
 BW1928'THE AZIMUTH MARK IS 0.2 MILE W OF THE STATION, 2 FEET NE OF A
 BW1928'STANDARD REFERENCE POST, 31 FEET W OF THE APPROXIMATE CENTER LINE
 BW1928'OF A GRAVEL ROAD, 42 FEET SE OF A 12-INCH OAK TREE AND FENCE
 BW1928'CORNER, AND 96 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 84,
 BW1928'ON TOP OF THE HIGHWAY CUT.  IT IS A BRONZE AZIMUTH DISK SET IN
 BW1928'CONCRETE, STAMPED FAIR 1946, AND PROJECTS 1 INCH.
 BW1928'
 BW1928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND
 BW1928'84 IN BROOKHAVEN, GO E ON HIGHWAY 84 TO THE VILLAGE OF FAIR OAK
 BW1928'SPRINGS AND SCHOOL ON RIGHT, CONTINUE E FROM SCHOOL ON HIGHWAY 84
 BW1928'FOR 1.3 MILES TO A GRAVEL CROSS ROAD.  THE AZIMUTH MARK IS
 BW1928'LOCATED HERE ON THE RIGHT OR S SIDE OF HIGHWAY.  TURN LEFT ON
 BW1928'GRAVEL ROAD FOR 0.15 MILE TO A REVERSE Y, TURN RIGHT AND GO E
 BW1928'ON GRAVEL ROAD FOR 0.2 MILE TO A DIM TRACK ROAD ON THE RIGHT,
 BW1928'GO RIGHT ON TRACK ROAD SE AROUND A CULTIVATED FIELD FOR 0.1
 BW1928'MILE TO THE STATION ON TOP OF HIGHWAY CUT.
 BW1928'
 BW1928'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BW1928
 BW1928                          STATION RECOVERY (1955)
 BW1928
 BW1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW1928'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW1928'CONDITION.  THE STATION WAS QUITE HARD TO FIND AS ALL MARKS ARE
 BW1928'SET FLUSH WITH THE GROUND.  ADDITIONAL MEASUREMENTS WERE TAKEN
 BW1928'TO ALL MARKS.
 BW1928'
 BW1928'A NEW DESCRIPTION FOLLOWS--
 BW1928'
 BW1928'THE STATION IS LOCATED 9.1 MILES ESE OF BROOKHAVEN ALONG U.S.
 BW1928'HIGHWAY 84, 1.5 MILES E. OF FAIR OAK SPRINGS SCHOOL AND 1.0 MILE
 BW1928'W. OF THE BRIDGE OVER FAIR RIVER, ON PROPERTY OWNED BY MRS. KATO.
 BW1928'IT IS ON A HIGH CUT BANK 139 FEET N. OF THE CENTERLINE OF U.S.
 BW1928'HIGHWAY 84, 54 FEET N. OF THE EDGE OF THE CUT BANK, 69 FEET NE
 BW1928'OF A 36-INCH PINE TREE, 160 FEET ESE OF A POWER POLE, 41 FEET NW
 BW1928'OF A 24-INCH PINE TREE WITH A BLAZE ON THE NW SIDE, 227 FEET E.
 BW1928'OF THE SE CORNER OF A TENANT HOUSE AND 49 FEET S. OF THE
 BW1928'PROJECTED TANGENT OF THE S. SIDE OF THE TENANT HOUSE.  IT IS
 BW1928'A STANDARD DISK, STAMPED FAIR 1946, FLUSH WITH THE GROUND.
 BW1928'
 BW1928'REFERENCE MARK NO. 1 IS 90.95 FEET E. OF THE STATION AND 3
 BW1928'FEET LOWER THAN THE STATION 61 FEET N. OF THE EDGE OF THE CUT
 BW1928'BANK, 36 FEET ENE OF A 20-INCH PINE TREE AND 67 FEET ENE OF A
 BW1928'24-INCH PINE TREE WITH A BLAZE ON THE NW SIDE AND IN LINE WITH
 BW1928'THE TWO TREES MENTIONED ABOVE.  IT IS A STANDARD DISK, STAMPED
 BW1928'FAIR NO 1 1946, FLUSH WITH THE GROUND.
 BW1928'
 BW1928'REFERENCE MARK NO. 2 IS 85.70 FEET NW OF THE STATION AND ABOUT
 BW1928'LEVEL WITH THE STATION, 90 FEET N. OF THE 36-INCH PINE TREE,
 BW1928'115 FEET N. OF THE EDGE OF THE CUT BANK, 76 FEET ESE OF A
 BW1928'POWER POLE.  IT IS A STANDARD DISK, STAMPED FAIR NO 2 1946,
 BW1928'FLUSH WITH THE GROUND.
 BW1928'
 BW1928'THE AZIMUTH MARK IS 0.15 MILE W. OF THE STATION IN THE SW ANGLE
 BW1928'OF A CROSSROAD, 96 FEET S. OF THE CENTERLINE OF U.S. HIGHWAY 84,
 BW1928'33 FEET SE OF THE CENTER OF A GRAVELED ROAD AND 42 FEET SE OF A
 BW1928'12-INCH OAK TREE AND FENCE CORNER.  IT IS A STANDARD DISK,
 BW1928'STAMPED FAIR 1946, FLUSH WITH THE GROUND.
 BW1928'
 BW1928'TO REACH THE STATION FROM THE RAILROAD STATION IN BROOKHAVEN GO
 BW1928'E. ON U.S. HIGHWAY 84 FOR 7.4 MILES TO THE FAIR OAK SPRINGS
 BW1928'SCHOOL ON THE RIGHT, CONTINUE FOR 1.5 MILE TO A CROSSROAD AND
 BW1928'THE AZIMUTH MARK IN THE SW ANGLE, TURN LEFT AND GO 0.15 MILE TO
 BW1928'A T-INTERSECTION, TURN SHARP RIGHT AND GO 0.2 MILE TO A LANE
 BW1928'LEADING SOUTH, TURN RIGHT AND GO 0.1 MILE TO A TENANT HOUSE ON
 BW1928'THE RIGHT AND THE STATION ABOUT 200 FEET TO THE LEFT, EAST.
 BW1928
 BW1928                          STATION RECOVERY (1968)
 BW1928
 BW1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HBT)
 BW1928'THE STATION WAS VISITED 1-17-68 AND THE STATION MARK, REFERENCE
 BW1928'MARK NO. 1, NO. 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW1928'
 BW1928'THE STATION IS LOCATED 8.7 MILES SOUTHEAST OF BROOKHAVEN AND 1.0
 BW1928'MILE WEST OF THE BRIDGE OVER FAIR RIVER IN THE NE 1/4 OF SECTION
 BW1928'28, T7N, R9E, AND ON PROPERTY OWNED BY MRS. KATE.  IT IS 139 FEET
 BW1928'NORTH OF THE CENTER OF HIGHWAY 84, 54 FEET NORTH OF THE EDGE
 BW1928'OF THE RIGHT-OF-WAY CUT AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BW1928'
 BW1928'IT IS A STANDARD TRIANGULATION DISK, STAMPED FAIR 1946, FLUSH
 BW1928'WITH THE GROUND.
 BW1928'
 BW1928'REFERENCE MARK NO. 1 IS 90.95 FEET EAST OF THE STATION.  IT IS
 BW1928'61 FEET NORTH OF THE EDGE OF THE HIGHWAY CUT, 28 FEET
 BW1928'WEST-NORTHWEST OF A 14 INCH PINE NEAR THE WEST EDGE OF A SMALL
 BW1928'GULLEY, 57.5 FEET SOUTHWEST OF A 16 INCH PINE AND 1 FOOT WEST
 BW1928'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED FAIR
 BW1928'NO 1 1946, FLUSH WITH THE GROUND.
 BW1928'
 BW1928'REFERENCE MARK NO. 2 IS 85.70 FEET NORTHWEST OF THE STATION.  IT
 BW1928'IS 115 FEET NORTH OF THE EDGE OF THE HIGHWAY CUT, 76 FEET
 BW1928'EAST-SOUTHEAST OF A POWER LINE POLE, 15.5 FEET EAST OF A 2 INCH
 BW1928'CEDAR AND 1 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST.  IT
 BW1928'IS A STANDARD REFERENCE MARK DISK STAMPED FAIR NO 2 1946, FLUSH
 BW1928'WITH THE GROUND.
 BW1928'
 BW1928'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION IN THE SOUTHWEST
 BW1928'ANGLE OF A CROSSROADS, 96 FEET SOUTH OF THE CENTER OF HIGHWAY 84,
 BW1928'33 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 40.5 FEET SOUTHEAST
 BW1928'OF A 14 INCH OAK ACTING AS A FENCE CORNER, 19 FEET EAST OF A
 BW1928'FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE STATION
 BW1928'IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH MARK
 BW1928'DISK, STAMPED FAIR 1946, FLUSH WITH THE GROUND.
 BW1928'
 BW1928'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKHAVEN GO
 BW1928'NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE INTERSECTION OF
 BW1928'U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT (SOUTHEAST) AND
 BW1928'CONTINUE ON U.S. HIGHWAY 84 FOR 9.1 MILES TO A CROSSROAD AND
 BW1928'THE AZIMUTH ON THE RIGHT AS DESCRIBED.  TO REACH THE STATION
 BW1928'CONTINUE SOUTHEAST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO A PARKING
 BW1928'AREA ON THE RIGHT AND THE STATION ON THE LEFT ON TOP OF A HILL.
 BW1928
 BW1928                          STATION RECOVERY (1970)
 BW1928
 BW1928'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW1928'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY MSHD IN
 BW1928'1968
 BW1928'
 BW1928'NOTE--THE STATION IS LOCATED APPROXIMATELY 30 FEET NORTH OF A
 BW1928'CENTER LINE SURVEY AND OPPOSITE STATION 469+00.  THIS SURVEY
 BW1928'IS PROBABLY FOR THE FUTURE FOUR-LANING OF HIGHWAY 84 WHICH IS
 BW1928'NOT DEFINITE AT THIS DATE.
 BW1928
 BW1928                          STATION RECOVERY (1975)
 BW1928
 BW1928'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 BW1928'THE STATION WAS VISITED 6-5-75 AND THE STATION MARK, RM NO 1, RM NO
 BW1928'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW1928'MARK IS NOT VISIBLE FROM THE STATION.  (NOTE-THE PROPOSED LOCATION
 BW1928'OF AN ADDITIONAL LANE FOR U. S. HIGHWAY 84 MAY REQUIRE THAT THE
 BW1928'STATION BE MOVED IN THE FUTURE.)
 BW1928'
 BW1928'THE STATION IS LOCATED 9 MILES EAST OF BROOKHAVEN ON A HIGH BANK
 BW1928'SURROUNDED BY TREES AND UNDERGROWTH, 3 MILES WEST OF THE
 BW1928'LAWRENCE-LINCOLN COUNTY LINE, 1 MILE WEST OF THE BRIDGE OVER FAIR
 BW1928'RIVER IN THE NORTHEAST 1/4 OF SECTION 28, T 7N, R 9E.  IT IS 139
 BW1928'FEET NORTH OF THE CENTER OF HIGHWAY 84, 54 FEET NORTH OF THE EDGE OF
 BW1928'THE HIGHWAY CUT, 51 FEET SOUTH-SOUTHWEST OF A 12 INCH GUM, 1 FOOT
 BW1928'SOUTH OF A METAL WITNESS POST AND IS FLUSH WITH THE GROUND.
 BW1928'
 BW1928'IT IS A TRIANGULATION DISK, STAMPED FAIR 1946.
 BW1928'
 BW1928'REFERENCE MARK NO 1 IS 90.95 FEET EAST OF THE STATION.  IT IS ABOUT
 BW1928'146 FEET NORTH OF THE CENTER OF HIGHWAY 84, 61 FEET NORTH OF THE
 BW1928'EDGE OF HIGHWAY CUT, 14 FEET NORTH-NORTHEAST OF A 6 INCH ELM, 10
 BW1928'FEET SOUTHEAST OF A 3 INCH CEDAR, 3 FEET WEST OF THE CENTER OF A DIM
 BW1928'TRACK ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND PROJECTS 1
 BW1928'INCH.
 BW1928'
 BW1928'IT IS A REFERENCE MARK DISK, STAMPED FAIR NO 1 1946.
 BW1928'
 BW1928'REFERENCE MARK NO 2 IS 85.70 FEET NORTHWEST OF THE STATION.  IT IS
 BW1928'ABOUT 200 FEET NORTH OF THE CENTER OF HIGHWAY 84, 115 FEET NORTH OF
 BW1928'THE EDGE OF THE HIGHWAY CUT, 14.5 FEET NORTHWEST OF A 10 INCH PINE,
 BW1928'8 FEET SOUTH OF A 7 INCH GUM, 5.5 FEET NORTH OF A 10 INCH PINE, 1
 BW1928'FOOT EAST-SOUTHEAST OF A METAL WITNESS POST AND IS FLUSH WITH THE
 BW1928'GROUND.  IT IS A REFERENCE MARK DISK, STAMPED FAIR NO 2 1946.
 BW1928'
 BW1928'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION.  IT IS 96 FEET
 BW1928'SOUTH OF THE CENTER OF HIGHWAY 84, 33 FEET WEST OF THE CENTER OF A
 BW1928'GRAVELED ROAD, 86.5 FEET NORTH OF A ROW OF POWER POLES, 40.5 FEET
 BW1928'EAST-SOUTHEAST OF A 16 INCH OAK ACTING AS A FENCE CORNER, 19 FEET
 BW1928'NORTHEAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 BW1928'THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT 12 FEET ABOVE THE
 BW1928'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 BW1928'
 BW1928'IT IS AN AZIMUTH MARK DISK, STAMPED FAIR 1946.
 BW1928'
 BW1928'TO REACH THE STATION FROM THE U. S. POST OFFICE IN BROOKHAVEN GO
 BW1928'NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE INTERSECTION OF
 BW1928'U. S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND GO EAST ON
 BW1928'U. S. HIGHWAY 84 FOR 4.9 MILES TO THE U. S. HIGHWAY 84 BYPASS.
 BW1928'CONTINUE EAST ON U. S. HIGHWAY 84 FOR 4.2 MILES TO A CROSSROAD
 BW1928'AND THE AZIMUTH MARK ON THE RIGHT.  TO REACH THE STATION CONTINUE
 BW1928'EAST ON U. S. HIGHWAY 84 FOR 0.2 MILE TO THE TOP OF A HILL AND
 BW1928'THE STATION ON THE LEFT.
 BW1928'
 BW1928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST-SOUTH
 BW1928'EAST OF BROOKHAVEN.
 BW1928
 BW1928                          STATION RECOVERY (1975)
 BW1928
 BW1928'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1928'9 MI ESE FROM BROOKHAVEN.
 BW1928'THE MARK IS LOCATED 9 MILES EAST-SOUTHEAST OF BROOKHAVEN ON A HIGH
 BW1928'BANK SURROUNDED BY TREES AND UNDERGROWTH, 3 MILES WEST OF THE
 BW1928'LAWRENCE-LINCOLN COUNTY LINE, 1 MILE WEST OF THE BRIDGE OVER FAIR
 BW1928'RIVER IN THE NORTHEAST 1/4 OF SECTION 28, T 7N, R 9E.  IT IS 139 FEET
 BW1928'NORTH OF THE CENTER OF HIGHWAY 84, 54 FEET NORTH OF THE HIGHWAY CUT,
 BW1928'51 FEET SOUTH-SOUTHWEST OF A 12 INCH GUM, 1 FOOT SOUTH OF A METAL
 BW1928'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH
 BW1928'WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW1928'BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE
 BW1928'INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET).  TURN RIGHT AND
 BW1928'GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84
 BW1928'BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 4.2 MILES TO A
 BW1928'CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO THE TOP
 BW1928'OF A HILL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1886 ***********************************************************************
 DJ1886  DESIGNATION -  FAIR
 DJ1886  PID         -  DJ1886
 DJ1886  STATE/COUNTY-  MS/WINSTON
 DJ1886  USGS QUAD   -  FEARNS SPRINGS (1973)
 DJ1886
 DJ1886                         *CURRENT SURVEY CONTROL
 DJ1886  ___________________________________________________________________
 DJ1886* NAD 83(1993)-  33 03 12.40004(N)    088 51 26.46852(W)     ADJUSTED  
 DJ1886* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DJ1886  ___________________________________________________________________
 DJ1886  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DJ1886  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ1886  HORZ ORDER  -  SECOND
 DJ1886
 DJ1886.The horizontal coordinates were established by classical geodetic methods
 DJ1886.and adjusted by the National Geodetic Survey in May 1994.
 DJ1886
 DJ1886.The orthometric height was scaled from a topographic map.
 DJ1886
 DJ1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1886
 DJ1886.The geoid height was determined by GEOID03.
 DJ1886
 DJ1886;                    North         East     Units Scale Factor Converg.
 DJ1886;SPC MS E     -   393,966.578   297,756.811   MT  0.99995006   -0 00 47.2
 DJ1886;SPC MS E     - 1,292,538.68    976,890.47   sFT  0.99995006   -0 00 47.2
 DJ1886;UTM  16      - 3,658,745.206   326,586.163   MT  0.99997080   -1 00 47.9
 DJ1886
 DJ1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1886!SPC MS E     -   0.99997932  x   0.99995006  =   0.99992938
 DJ1886!UTM  16      -   0.99997932  x   0.99997080  =   0.99995012
 DJ1886
 DJ1886|---------------------------------------------------------------------|
 DJ1886| PID    Reference Object                     Distance      Geod. Az  |
 DJ1886|                                                           dddmmss.s |
 DJ1886| CF9707 FAIR RM 1                            25.112 METERS 13756     |
 DJ1886| DJ1887 FAIR LOOKOUT TOWER                   68.496 METERS 21434     |
 DJ1886| CF9708 FAIR RM 2                            28.520 METERS 23336     |
 DJ1886| CF9706 FAIR AZ MK                                         3203701.9 |
 DJ1886|---------------------------------------------------------------------|
 DJ1886
 DJ1886                          SUPERSEDED SURVEY CONTROL
 DJ1886
 DJ1886  NAD 83(1993)-  33 03 12.40955(N)    088 51 26.46754(W) AD(       ) 2
 DJ1886  NAD 83(1986)-  33 03 12.41039(N)    088 51 26.46765(W) AD(       ) 2
 DJ1886  NAD 27      -  33 03 11.95450(N)    088 51 26.27020(W) AD(       ) 2
 DJ1886
 DJ1886.Superseded values are not recommended for survey control.
 DJ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1886.See file dsdata.txt to determine how the superseded data were derived.
 DJ1886
 DJ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB2658658745(NAD 83)
 DJ1886_MARKER: DS = TRIANGULATION STATION DISK
 DJ1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1886
 DJ1886  HISTORY     - Date     Condition        Report By
 DJ1886  HISTORY     - 1958     MONUMENTED       CGS
 DJ1886  HISTORY     - 1963     GOOD             MSHD
 DJ1886  HISTORY     - 19811001 GOOD             MSSU
 DJ1886
 DJ1886                          STATION DESCRIPTION
 DJ1886
 DJ1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1886'STATION IS ABOUT 13 MILES SOUTHEAST OF LOUISVILLE AND 6-1/2
 DJ1886'MILES NORTH OF THE VILLAGE OF HANDLE, ON LAND OWNED BY THE D.L.
 DJ1886'FAIR LUMBER COMPANY.  IT IS IN THE NORTHWEST 1/4 OF SECTION 22,
 DJ1886'R 14 E, T 14 N.
 DJ1886'
 DJ1886'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN LOUISVILLE,
 DJ1886'GO EASTERLY ON STATE HIGHWAY 14 FOR 10.4 MILES TO A CROSSROADS
 DJ1886'AT THE BETHEL BAPTIST CHURCH ON THE LEFT, TURN RIGHT, SOUTHERLY,
 DJ1886'ON A GRADED ROAD FOR 1.7 MILES TO A T-INTERSECTION, TURN LEFT,
 DJ1886'EAST FOR 0.85 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTHERLY FOR
 DJ1886'0.2 TO A T-INTERSECTION, TURN LEFT, FOLLOW MAIN GRADED ROAD
 DJ1886'SOUTHERLY, 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DJ1886'ON THE GRADED ROAD FOR 0.95 MILE TO THE LOOKOUT TOWER ON
 DJ1886'THE RIGHT AND THE STATION ON THE LEFT.
 DJ1886'
 DJ1886'STATION MARKS ARE STANDARD DISKS, STAMPED FAIR 1958.  THE
 DJ1886'SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 DJ1886'POST PROJECTING 6 INCHES.  IT IS 224.72 FEET NORTHEAST OF THE
 DJ1886'CENTER OF THE LOOKOUT TOWER, 63 FEET NORTHWEST OF THE INTERSECTION
 DJ1886'OF THE GRAVEL ROAD AND THE DRIVEWAY TO THE LOOKOUT TOWER, 30 FEET
 DJ1886'NORTH OF THE GRADED ROAD CENTER AND 21 FEET EAST OF A 6 INCH
 DJ1886'PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.  A 4 IN. BY 4
 DJ1886'IN.  WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.  THE
 DJ1886'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 DJ1886'32 INCHES BELOW THE GROUND SURFACE.
 DJ1886'
 DJ1886'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIR NO 1 1958,
 DJ1886'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5
 DJ1886'INCHES.  IT IS 220 FEET NORTHEAST OF THE LOOKOUT TOWER, 101 FEET
 DJ1886'SOUTHEAST OF THE TRIANGULAR BLAZED TREE, 26 FEET EAST OF THE
 DJ1886'INTERSECTION AND 24 FEET SOUTH OF THE GRAVEL ROAD CENTER.
 DJ1886'
 DJ1886'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIR NO 2 1958, SET
 DJ1886'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 DJ1886'INCHES.  IT IS 139 FEET NORTH OF THE LOOKOUT TOWER, 83 FEET
 DJ1886'SOUTH-SOUTHWEST OF THE TRIANGULAR BLAZED TREE AND 26 FEET SOUTH OF
 DJ1886'THE GRAVEL ROAD CENTER.
 DJ1886'
 DJ1886'AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIR 1958, SET IN THE
 DJ1886'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 DJ1886'76 FEET SOUTH OF A POWERLINE POLE, 16 FEET EAST OF THE GRAVEL ROAD
 DJ1886'CENTER AND 3 FEET NORTHEAST OF A FENCE CORNER.  A 4 IN. BY 4 IN.
 DJ1886'WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 DJ1886'
 DJ1886'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ1886
 DJ1886                          STATION RECOVERY (1963)
 DJ1886
 DJ1886'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1886'THE STATION WAS VISITED JUNE, 1963 AND ALL MARKS WERE FOUND IN
 DJ1886'GOOD CONDITION.
 DJ1886'
 DJ1886'THE 1958 DESCRIPTION IS CORRECT AND ADEQUATE.
 DJ1886'
 DJ1886'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE STATION.
 DJ1886
 DJ1886                          STATION RECOVERY (1981)
 DJ1886
 DJ1886'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1938 ***********************************************************************
 BW1938  DESIGNATION -  FAIR AZ MK
 BW1938  PID         -  BW1938
 BW1938  STATE/COUNTY-  MS/LINCOLN
 BW1938  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1938
 BW1938                         *CURRENT SURVEY CONTROL
 BW1938  ___________________________________________________________________
 BW1938* NAD 83(1986)-  31 33 07.     (N)    090 17 52.     (W)     SCALED    
 BW1938* NAVD 88     -       127.159  (meters)     417.19   (feet)  ADJUSTED  
 BW1938  ___________________________________________________________________
 BW1938  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1938  DYNAMIC HT  -         127.004 (meters)     416.68  (feet)  COMP
 BW1938  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BW1938
 BW1938  VERT ORDER  -  SECOND    CLASS II
 BW1938
 BW1938.The horizontal coordinates were scaled from a topographic map and have
 BW1938.an estimated accuracy of +/- 6 seconds.
 BW1938
 BW1938.The orthometric height was determined by differential leveling
 BW1938.and adjusted in May 1996.
 BW1938
 BW1938.The geoid height was determined by GEOID03.
 BW1938
 BW1938.The dynamic height is computed by dividing the NAVD 88
 BW1938.geopotential number by the normal gravity value computed on the
 BW1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1938.degrees latitude (g = 980.6199 gals.).
 BW1938
 BW1938.The modeled gravity was interpolated from observed gravity values.
 BW1938
 BW1938;                    North         East    Units  Estimated Accuracy
 BW1938;SPC MS W     -   227,470.      703,380.      MT  (+/- 180 meters Scaled)
 BW1938
 BW1938                          SUPERSEDED SURVEY CONTROL
 BW1938
 BW1938  NGVD 29 (??/??/92)  127.171  (m)          417.23   (f) ADJ UNCH    2 2
 BW1938
 BW1938.Superseded values are not recommended for survey control.
 BW1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1938.See file dsdata.txt to determine how the superseded data were derived.
 BW1938
 BW1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ565939(NAD 83)
 BW1938_MARKER: DZ = AZIMUTH MARK DISK
 BW1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1938_STAMPING: FAIR 1946
 BW1938_MARK LOGO: CGS   
 BW1938_PROJECTION: FLUSH
 BW1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1938+STABILITY: SURFACE MOTION
 BW1938
 BW1938  HISTORY     - Date     Condition        Report By
 BW1938  HISTORY     - 1946     MONUMENTED       CGS
 BW1938  HISTORY     - 1975     GOOD             MSHD
 BW1938
 BW1938                          STATION DESCRIPTION
 BW1938
 BW1938'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1938'8.8 MI ESE FROM BROOKHAVEN.
 BW1938'THE MARK IS LOCATED 8.9 MILES EAST-SOUTHEAST OF BROOKHAVEN IN THE
 BW1938'SOUTHWEST ANGLE OF A CROSSROAD, 3.2 MILES WEST OF LINCOLN-LAWRENCE
 BW1938'COUNTY LINE, 1.2 MILES WEST OF FAIR RIVER IN THE NORTHEAST 1/4 OF
 BW1938'SECTION 28, T 7N, R 9E.  IT IS 96 FEET SOUTH OF THE CENTER OF HIGHWAY
 BW1938'84, 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 86.5 FEET NORTH OF
 BW1938'A ROW OF POWER POLES, 40.5 FEET EAST-SOUTHEAST OF A 16 INCH OAK ACTING
 BW1938'AS A FENCE CORNER, 19 FEET NORTHEAST F A FENCE, 1 FOOT NORTH OF A
 BW1938'METAL WITNESS POST SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST
 BW1938'ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 BW1938'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN BROOKHAVEN GO
 BW1938'NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 BW1938'HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84 BYPASS. CONTINUE EAST
 BW1938'ON U.S. HIGHWAY 84 FOR 4.2 MILES TO A CROSSROAD AND THE MARK ON THE
 BW1938'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1887 ***********************************************************************
 DJ1887  DESIGNATION -  FAIR LOOKOUT TOWER
 DJ1887  PID         -  DJ1887
 DJ1887  STATE/COUNTY-  MS/WINSTON
 DJ1887  USGS QUAD   -  FEARNS SPRINGS (1973)
 DJ1887
 DJ1887                         *CURRENT SURVEY CONTROL
 DJ1887  ___________________________________________________________________
 DJ1887* NAD 83(1993)-  33 03 10.56905(N)    088 51 27.96626(W)     ADJUSTED  
 DJ1887* NAVD 88     -              **(meters)            **(feet)            
 DJ1887  ___________________________________________________________________
 DJ1887  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DJ1887  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DJ1887  HORZ ORDER  -  THIRD
 DJ1887
 DJ1887.The horizontal coordinates were established by classical geodetic methods
 DJ1887.and adjusted by the National Geodetic Survey in May 1994.
 DJ1887
 DJ1887
 DJ1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1887
 DJ1887.The geoid height was determined by GEOID03.
 DJ1887
 DJ1887;                    North         East     Units Scale Factor Converg.
 DJ1887;SPC MS E     -   393,910.182   297,717.943   MT  0.99995006   -0 00 48.0
 DJ1887;SPC MS E     - 1,292,353.66    976,762.95   sFT  0.99995006   -0 00 48.0
 DJ1887;UTM  16      - 3,658,689.497   326,546.316   MT  0.99997097   -1 00 48.6
 DJ1887
 DJ1887                          SUPERSEDED SURVEY CONTROL
 DJ1887
 DJ1887  NAD 83(1993)-  33 03 10.57855(N)    088 51 27.96527(W) AD(       ) 4
 DJ1887  NAD 83(1986)-  33 03 10.57951(N)    088 51 27.96558(W) AD(       ) 4
 DJ1887  NAD 27      -  33 03 10.12300(N)    088 51 27.76800(W) AD(       ) 3
 DJ1887
 DJ1887.Superseded values are not recommended for survey control.
 DJ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1887.See file dsdata.txt to determine how the superseded data were derived.
 DJ1887
 DJ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB2654658689(NAD 83)
 DJ1887_MARKER: 57 = LOOKOUT TOWER
 DJ1887
 DJ1887  HISTORY     - Date     Condition        Report By
 DJ1887  HISTORY     - 1958     FIRST OBSERVED   CGS
 DJ1887  HISTORY     - 1963     GOOD             MSHD
 DJ1887
 DJ1887                          STATION DESCRIPTION
 DJ1887
 DJ1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1887'THE STATION IS THE APEX OF THE LOOKOUT CAB.  THE TOWER IS ABOUT
 DJ1887'3-1/4 MILES NORTH-NORTHWEST OF FEARNS SPRINGS.  THE GLASS ENCLOSED
 DJ1887'CAB IS SUPPORTED BY FOUR, STRUCTURAL STEEL LEGS, IS SILVER IN COLOR
 DJ1887'AND 90 FEET IN HEIGHT.  THE TOWER IS OWNED BY AND ON LAND OWNED BY
 DJ1887'THE D.L. FAIR LUMBER CO. OF LOUISVILLE.  A TRAVERSE CONNECTION
 DJ1887'WAS MADE TO TRIANGULATION STATION FAIR AND THE DISTANCE IS 224.72
 DJ1887'FEET AND/OR (68.495) METERS SOUTHWEST OF THE STATION.  THE
 DJ1887'POINT MEASURED TO WAS THE CENTER OF THE BASE OF THE LOOKOUT
 DJ1887'TOWER.
 DJ1887
 DJ1887                          STATION RECOVERY (1963)
 DJ1887
 DJ1887'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1887'THE STATION WAS VISITED JUNE, 1963 AND FOUND IN GOOD CONDITION.
 DJ1887'
 DJ1887'THE 1958 DESCRIPTION IS CORRECT AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1929 ***********************************************************************
 BW1929  DESIGNATION -  FAIR RM 1
 BW1929  PID         -  BW1929
 BW1929  STATE/COUNTY-  MS/LINCOLN
 BW1929  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1929
 BW1929                         *CURRENT SURVEY CONTROL
 BW1929  ___________________________________________________________________
 BW1929* NAD 83(1986)-  31 33 08.     (N)    090 17 39.     (W)     SCALED    
 BW1929* NAVD 88     -       132.604  (meters)     435.05   (feet)  ADJUSTED  
 BW1929  ___________________________________________________________________
 BW1929  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1929  DYNAMIC HT  -         132.442 (meters)     434.52  (feet)  COMP
 BW1929  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BW1929
 BW1929  VERT ORDER  -  SECOND    CLASS II
 BW1929
 BW1929.The horizontal coordinates were scaled from a topographic map and have
 BW1929.an estimated accuracy of +/- 6 seconds.
 BW1929
 BW1929.The orthometric height was determined by differential leveling
 BW1929.and adjusted in May 1996.
 BW1929
 BW1929.The geoid height was determined by GEOID03.
 BW1929
 BW1929.The dynamic height is computed by dividing the NAVD 88
 BW1929.geopotential number by the normal gravity value computed on the
 BW1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1929.degrees latitude (g = 980.6199 gals.).
 BW1929
 BW1929.The modeled gravity was interpolated from observed gravity values.
 BW1929
 BW1929;                    North         East    Units  Estimated Accuracy
 BW1929;SPC MS W     -   227,500.      703,720.      MT  (+/- 180 meters Scaled)
 BW1929
 BW1929                          SUPERSEDED SURVEY CONTROL
 BW1929
 BW1929  NGVD 29 (??/??/92)  132.615  (m)          435.09   (f) ADJ UNCH    2 2
 BW1929
 BW1929.Superseded values are not recommended for survey control.
 BW1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1929.See file dsdata.txt to determine how the superseded data were derived.
 BW1929
 BW1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ568939(NAD 83)
 BW1929_MARKER: DR = REFERENCE MARK DISK
 BW1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1929_STAMPING: FAIR NO 1 1946
 BW1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1929+STABILITY: SURFACE MOTION
 BW1929
 BW1929  HISTORY     - Date     Condition        Report By
 BW1929  HISTORY     - 1946     MONUMENTED       CGS
 BW1929  HISTORY     - 1975     GOOD             MSHD
 BW1929
 BW1929                          STATION DESCRIPTION
 BW1929
 BW1929'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1929'9 MI ESE FROM BROOKHAVEN.
 BW1929'THE MARK IS LOCATED 9 MILES EAST OF BROOKHAVEN ON A HILL COVERED BY
 BW1929'TREES AND UNDERGROWTH, 3 MILES WEST OF THE LAWRENCE-LINCOLN COUNTY
 BW1929'LINE, 1 MILE WEST OF THE BRIDGE OVER FAIR RIVER IN THE NORTHEAST 1/4
 BW1929'OF SECTION 28, T 7N, R 9E.  IT IS 90.95 FEET EAST OF THE STATION ABOUT
 BW1929'146 FEET NORTH OF THE CENTER OF HIGHWAY 84, 61 FEET NORTH OF THE EDGE
 BW1929'OF THE HIGHWAY CUT, 14 FEET NORTH-NORTHEAST OF A 6 INCH ELM, 10 FEET
 BW1929'SOUTHEAST OF A 3 INCH CEDAR, 3 FEET WEST OF THE CENTER OF A DIM TRACK
 BW1929'ROAD, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BW1929'CONCRETE POST AND PROJECTS 1 INCH.  NOTE-- TO REACH FROM THE U.S. POST
 BW1929'OFFICE IN BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1 MILE TO
 BW1929'THE INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET). TURN RIGHT
 BW1929'AND GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY 84
 BW1929'BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 4.2 MILES TO A
 BW1929'CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO THE TOP
 BW1929'OF A HILL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1939 ***********************************************************************
 BW1939  DESIGNATION -  FAIR RM 2
 BW1939  PID         -  BW1939
 BW1939  STATE/COUNTY-  MS/LINCOLN
 BW1939  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW1939
 BW1939                         *CURRENT SURVEY CONTROL
 BW1939  ___________________________________________________________________
 BW1939* NAD 83(1986)-  31 33 09.     (N)    090 17 40.     (W)     SCALED    
 BW1939* NAVD 88     -       133.439  (meters)     437.79   (feet)  ADJUSTED  
 BW1939  ___________________________________________________________________
 BW1939  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1939  DYNAMIC HT  -         133.277 (meters)     437.26  (feet)  COMP
 BW1939  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BW1939
 BW1939  VERT ORDER  -  SECOND    CLASS II
 BW1939
 BW1939.The horizontal coordinates were scaled from a topographic map and have
 BW1939.an estimated accuracy of +/- 6 seconds.
 BW1939
 BW1939.The orthometric height was determined by differential leveling
 BW1939.and adjusted in May 1996.
 BW1939
 BW1939.The geoid height was determined by GEOID03.
 BW1939
 BW1939.The dynamic height is computed by dividing the NAVD 88
 BW1939.geopotential number by the normal gravity value computed on the
 BW1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1939.degrees latitude (g = 980.6199 gals.).
 BW1939
 BW1939.The modeled gravity was interpolated from observed gravity values.
 BW1939
 BW1939;                    North         East    Units  Estimated Accuracy
 BW1939;SPC MS W     -   227,530.      703,690.      MT  (+/- 180 meters Scaled)
 BW1939
 BW1939                          SUPERSEDED SURVEY CONTROL
 BW1939
 BW1939  NGVD 29 (??/??/92)  133.451  (m)          437.83   (f) ADJ UNCH    2 2
 BW1939
 BW1939.Superseded values are not recommended for survey control.
 BW1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1939.See file dsdata.txt to determine how the superseded data were derived.
 BW1939
 BW1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ568940(NAD 83)
 BW1939_MARKER: DR = REFERENCE MARK DISK
 BW1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1939_STAMPING: FAIR NO 2 1946
 BW1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1939+STABILITY: SURFACE MOTION
 BW1939
 BW1939  HISTORY     - Date     Condition        Report By
 BW1939  HISTORY     - 1946     MONUMENTED       CGS
 BW1939  HISTORY     - 1975     GOOD             MSHD
 BW1939
 BW1939                          STATION DESCRIPTION
 BW1939
 BW1939'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1939'9 MI ESE FROM BROOKHAVEN.
 BW1939'THE MARK IS LOCATED 9 MILES EAST OF BROOKHAVEN ON A HILL COVERED WITH
 BW1939'TREES AND UNDERGROWTH, 3 MILES WEST OF THE LAWRENCE-LINCOLN COUNTY
 BW1939'LINE, 1 MILE WEST OF THE BRIDGE OVER FAIR RIVER IN THE NORTHEAST 1/4
 BW1939'OF SECTION 28, T 7N, R 9E.  IT IS 85.70 FEET NORTHWEST OF THE STATION
 BW1939'ABOUT 200 FEET NORTH OF THE CENTER OF HIGHWAY 84, 115 FEET NORTH OF
 BW1939'THE EDGE OF THE HIGHWAY CUT, 14.5 FEET NORTHWEST OF A 10 INCH PINE, 8
 BW1939'FEET SOUTH OF A 7 INCH GUM, 5.5 FEET NORTH OF A 10 INCH PINE, 1 FOOT
 BW1939'EAST-SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BW1939'CONCRETE POST AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 BW1939'U.S. POST OFFICE IN BROOKHAVEN GO NORTHEAST ON JACKSON STREET FOR 0.1
 BW1939'MILE TO THE INTERSECTION OF U.S. HIGHWAY 84 (MONTICELLO STREET). TURN
 BW1939'RIGHT AND GO EAST ON U.S. HIGHWAY 84 FOR 4.9 MILES TO THE U.S. HIGHWAY
 BW1939'84 BYPASS.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 4.2 MILES TO A
 BW1939'CROSSROAD.  CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO THE TOP
 BW1939'OF A HILL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2461 ***********************************************************************
 BH2461  DESIGNATION -  FAIRLEY
 BH2461  PID         -  BH2461
 BH2461  STATE/COUNTY-  MS/GEORGE
 BH2461  USGS QUAD   -  BASIN (1982)
 BH2461
 BH2461                         *CURRENT SURVEY CONTROL
 BH2461  ___________________________________________________________________
 BH2461* NAD 83(1993)-  30 49 25.83938(N)    088 40 13.01574(W)     ADJUSTED  
 BH2461* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 BH2461  ___________________________________________________________________
 BH2461  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BH2461  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BH2461  HORZ ORDER  -  FIRST
 BH2461
 BH2461.The horizontal coordinates were established by classical geodetic methods
 BH2461.and adjusted by the National Geodetic Survey in May 1994.
 BH2461
 BH2461.The orthometric height was scaled from a topographic map.
 BH2461
 BH2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2461
 BH2461.The geoid height was determined by GEOID03.
 BH2461
 BH2461;                    North         East     Units Scale Factor Converg.
 BH2461;SPC MS E     -   146,759.059   315,599.865   MT  0.99995300   +0 05 00.8
 BH2461;SPC MS E     -   481,492.01  1,035,430.56   sFT  0.99995300   +0 05 00.8
 BH2461;UTM  16      - 3,411,273.124   340,241.553   MT  0.99991484   -0 51 21.7
 BH2461
 BH2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2461!SPC MS E     -   0.99999634  x   0.99995300  =   0.99994934
 BH2461!UTM  16      -   0.99999634  x   0.99991484  =   0.99991118
 BH2461
 BH2461:                Primary Azimuth Mark                     Grid Az
 BH2461:SPC MS E     -  LUCEDALE CENTRAL FIRE TOWER              001 26 11.8
 BH2461:UTM  16      -  LUCEDALE CENTRAL FIRE TOWER              002 22 34.3
 BH2461
 BH2461|---------------------------------------------------------------------|
 BH2461| PID    Reference Object                     Distance      Geod. Az  |
 BH2461|                                                           dddmmss.s |
 BH2461| BH2479 LUCEDALE CENTRAL FIRE TOWER         APPROX. 9.0 KM 0013112.6 |
 BH2461| DD7930 FAIRLEY RM 4                         31.925 METERS 04113     |
 BH2461| DD7931 FAIRLEY RM 5                         27.371 METERS 13908     |
 BH2461| DD7927 FAIRLEY RM 1                         25.868 METERS 14926     |
 BH2461| DD7926 FAIRLEY AZ MK                                      1493530.9 |
 BH2461| DD7928 FAIRLEY RM 2                         23.728 METERS 21851     |
 BH2461| DD7929 FAIRLEY RM 3                         20.888 METERS 35015     |
 BH2461|---------------------------------------------------------------------|
 BH2461
 BH2461                          SUPERSEDED SURVEY CONTROL
 BH2461
 BH2461  NAD 83(1993)-  30 49 25.85105(N)    088 40 13.01342(W) AD(       ) 1
 BH2461  NAD 83(1986)-  30 49 25.85855(N)    088 40 13.01487(W) AD(       ) 1
 BH2461  NAD 27      -  30 49 25.18200(N)    088 40 12.91400(W) AD(       ) 1
 BH2461
 BH2461.Superseded values are not recommended for survey control.
 BH2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2461.See file dsdata.txt to determine how the superseded data were derived.
 BH2461
 BH2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4024211273(NAD 83)
 BH2461_MARKER: DS = TRIANGULATION STATION DISK
 BH2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2461
 BH2461  HISTORY     - Date     Condition        Report By
 BH2461  HISTORY     - 1942     MONUMENTED       CGS
 BH2461  HISTORY     - 1943     GOOD             CGS
 BH2461  HISTORY     - 1959     GOOD             CGS
 BH2461  HISTORY     - 1967     GOOD             CGS
 BH2461  HISTORY     - 1971     GOOD             MSHD
 BH2461
 BH2461                          STATION DESCRIPTION
 BH2461
 BH2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2461'STATION IS LOCATED ABOUT 7 MILES S AND 4-1/2 MILES W OF LUCEDALE, IN
 BH2461'THE SE QUARTER OF SEC. 34, T.2 S, R.7 W, ON LAND OWNED BY
 BH2461'MRS. R.G. FAIRLEY.  STATION MARK IS SET IN WOODS JUST 0.15 MILE N OF
 BH2461'A T JUNCTION AT SIGN LUCEDALE 10 MILES.  IT IS 37 FEET W OF
 BH2461'ROAD, 3 FEET E OF WHITE REFERENCE POST, PROJECTS 10 INCHES AND IS
 BH2461'STAMPED FAIRLEY 1942.
 BH2461'
 BH2461'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2461'SET IN CONCRETE.
 BH2461'
 BH2461'REFERENCE MARK NO. 1 IS 84.87 FEET S OF STATION IN FENCE LINE OF E
 BH2461'RIGHT-OF-WAY, 15 FEET E OF ROAD, PROJECTS 8 INCHES AND IS
 BH2461'STAMPED FAIRLEY NO. 1 1942.
 BH2461'
 BH2461'REFERENCE MARK NO. 2 IS 77.84 FEET SSW OF STATION IN WOODS, 70 FEET W
 BH2461'OF ROAD, PROJECTS 8 INCHES AND IS STAMPED FAIRLEY NO. 2
 BH2461'1942.
 BH2461'
 BH2461'THE AZIMUTH MARK IS 0.35 MILE E OF STATION, IN THE SE CORNER OF A
 BH2461'LARGE CULTIVATED FIELD, ABOUT 80 YARDS W OF A FARMHOUSE, 33
 BH2461'FEET N OF THE CENTER LINE OF A DIRT ROAD, 14 FEET N OF FENCE CORNER
 BH2461'AND 3 FEET W OF WHITE REFERENCE POST.  THE AZIMUTH MARK
 BH2461'PROJECTS ABOUT 8 INCHES AND IS STAMPED FAIRLEY 1942.
 BH2461'
 BH2461'TO REACH STATION FAIRLEY FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 BH2461'26, GO S ON HIGHWAY 26 FOR 5.55 MILES TO CENTRAL SCHOOL ON LEFT,
 BH2461'CONTINUE ON HIGHWAY 26 FOR 0.1 MILE TO T-ROAD LEFT, TURN LEFT AND
 BH2461'FOLLOW W AND S FOR 4.35 MILES TO STATION ON RIGHT.
 BH2461'
 BH2461'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BH2461
 BH2461                          STATION RECOVERY (1943)
 BH2461
 BH2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2461'STATION WAS RECOVERED EXACTLY AS DESCRIBED IN 1942.  ALL MARKS WERE
 BH2461'FOUND IN EXCELLENT CONDITION.  THE STATION, UNDERGROUND,
 BH2461'REFERENCE, AND AZIMUTH MARKS WERE RECOVERED.
 BH2461'ALL DISTANCES WERE CHECKED AND FOUND CORRECT.  THE
 BH2461'ORIGINAL DESCRIPTION IS COMPLETE AND CONSIDERED ADEQUATE.
 BH2461
 BH2461                          STATION RECOVERY (1959)
 BH2461
 BH2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2461'THE STATION WAS VISITED 7-7-59 AND THE STATION MARK, REFERENCE MARK
 BH2461'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2461'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BH2461'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH
 BH2461'MARK WAS OBSTRUCTED AT THIS DATE BY A CORN FIELD AND A LONE TREE ON
 BH2461'LINE WITH THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2461'
 BH2461'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LUCEDALE AND 4
 BH2461'MILES SOUTH OF THE CENTRAL SCHOOL, ON THE EAST SIDE OF A LARGE
 BH2461'TRIANGLE FORMED BY ROADS WITH SIDES OF THE TRIANGLE ABOUT 0.25 MILE
 BH2461'LONG.  IT IS 140 PACES NORTH OF THE SOUTH POINT OF THE TRIANGLE OR
 BH2461'THE JUNCTION OF THE BLACK TOP ROAD AND A GRAVELED ROAD LEADING
 BH2461'NORTHWEST, 32 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 69.5
 BH2461'FEET SOUTH OF A FENCE CORNER, 3 FEET NORTHEAST OF A LONE 6-INCH PINE
 BH2461'TREE, 61 FEET NORTHEAST OF POWER POLE NO. 57, AND 1 FOOT WEST OF
 BH2461'A METAL WITNESS POST BEARING A WHITE METAL SIGN.  IT IS A STANDARD
 BH2461'DISK, STAMPED FAIRLEY 1942, PROJECTING 4 INCHES.
 BH2461'
 BH2461'REFERENCE MARK NO. 2 IS 77.84 FEET SOUTH-SOUTHWEST OF THE STATION, 76
 BH2461'FEET WEST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHWEST OF
 BH2461'POWER POLE NO. 57, AND 3 FEET NORTH OF A 6-INCH OAK TREE.  IT IS A
 BH2461'STANDARD DISK, STAMPED FAIRLEY NO 2 1942, PROJECTING 2 INCHES.
 BH2461'
 BH2461'REFERENCE MARK NO. 3 IS 68.53 FEET NORTH-NORTHWEST OF THE STATION, 49
 BH2461'FEET WEST OF THE CENTER OF THE ROAD, 21.5 FEET WEST OF A FENCE
 BH2461'CORNER, AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS A STANDARD DISK,
 BH2461'STAMPED FAIRLEY NO 3 1942, PROJECTING 6 INCHES.
 BH2461'
 BH2461'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION IN THE
 BH2461'SOUTHEAST CORNER OF A PASTURE LOT, AT THE EAST EDGE OF A
 BH2461'CULTIVATED FIELD AND ABOUT 75 FEET SOUTHWEST OF LARGE WHITE HOUSE
 BH2461'NORTH OF THE ROAD.  IT IS 32 FEET NORTH OF THE CENTER OF A
 BH2461'GRAVELED ROAD, 41 FEET WEST OF A 5-FOOT OAK TREE, 4 FEET NORTH OF A
 BH2461'POWER POLE, 5 FEET NORTH OF THE NORTH END OF A WOODEN GATE,
 BH2461'57 FEET NORTH AND ACROSS THE ROAD FROM A 4-FOOT OAK TREE, AND 1 FOOT
 BH2461'WEST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BH2461'STANDARD DISK, STAMPED FAIRLEY 1942, PROJECTING 8 INCHES.
 BH2461'
 BH2461'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST ON
 BH2461'STATE HIGHWAY 98 FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BH2461'26, TURN LEFT, AND GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 26 FOR 5.2
 BH2461'MILES TO THE CENTRAL SCHOOL ON THE RIGHT, CONTINUE WEST FOR 0.1
 BH2461'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 4.15 MILES TO
 BH2461'THE MARK ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 BH2461'STATION GO SOUTHEAST FOR 0.35 MILE TO THE MARK ON THE LEFT.
 BH2461
 BH2461                          STATION RECOVERY (1967)
 BH2461
 BH2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BH2461'THE STATION WAS VISITED 2-13-67 AND THE STATION, AZIMUTH MARK, AND RM
 BH2461'NO. 2 AND RM NO. 3 WERE FOUND IN GOOD CONDITION.  THE
 BH2461'AREA AT THE STATION HAS BEEN CLEARED AND IS NOW TO BE UNDER
 BH2461'CULTIVATION.  RM NO. 2 AND RM NO. 3 WERE REQUESTED MOVED AT THIS
 BH2461'DATE.  RM NO. 4 AND RM NO. 5 WAS ESTABLISHED AT THIS DATE AND RM NO.
 BH2461'2 AND RM NO. 3 WERE DESTROYED AND THE DISK RECLAIMED.  THE
 BH2461'STATION WILL NOT BE DISTURBED SINCE IT WILL BE CLOSE TO A FENCE LINE.
 BH2461'A NEW DESCRIPTION FOLLOWS-
 BH2461'
 BH2461'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LUCEDALE AND 4
 BH2461'MILES SOUTH OF CENTRAL SCHOOL ON THE EAST SIDE OF A LARGE
 BH2461'TRIANGLE FORMED BY ROADS, WITH THE SIDES OF THE TRIANGLE ABOUT 0.25
 BH2461'MILES LONG.  IT IS 300 FT. N OF THE SOUTH POINT OF THE TRIANGLE,
 BH2461'32 FT. W OF THE CENTERLINE OF THE BLACK TOP ROAD, 1 FOOT E OF A METAL
 BH2461'WITNESS POST ON LAND OWNED BY MR. H.M. FAIRLEY.  IT IS A
 BH2461'STANDARD TRIANGULATION DISK STAMPED FAIRLEY 1942, PROJECTING 4
 BH2461'INCHES.
 BH2461'
 BH2461'REFERENCE MARK NO. 4 IS 104.74 FT. NW OF STATION, 1 FOOT W OF FENCE
 BH2461'LINE, 32 FT. E OF THE CENTERLINE OF BLACK TOP ROAD, 1 FOOT S
 BH2461'OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED FAIRLEY 1942
 BH2461'NO. 4 1967, PROJECTING 4 INCHES.
 BH2461'
 BH2461'REFERENCE MARK NO. 5 IS 89.80 FT. SE OF STATION, 1 FOOT W OF FENCE
 BH2461'LINE, 15 FT. N OF LONE PINE TREE IN FENCE LINE, 1 FOOT NE OF
 BH2461'METAL WITNESS POST, 35 FT. E OF THE CENTERLINE OF BLACK TOP ROAD.  IT
 BH2461'IS A STANDARD DISK STAMPED FAIRLEY 1942 NO. 5 1967, PROJECTING 4
 BH2461'INCHES.
 BH2461'
 BH2461'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF STATION, IN THE SE CORNER
 BH2461'OF A PASTURE LOT, ABOUT 75 YARDS SW OF A WHITE HOUSE, 32 FT. N
 BH2461'OF THE CENTERLINE OF A BLACK TOP ROAD, 41 FT. W OF A 5 FOOT OAK TREE,
 BH2461'57 FT. N AND ACROSS THE ROAD FROM A 4 FOOT OAK TREE, 3 FT. N OF
 BH2461'A FENCE LINE, 1 FOOT W OF A METAL WITNESS POST.  IT IS A STANDARD
 BH2461'DISK STAMPED FAIRLEY 1942, PROJECTING 8 INCHES.
 BH2461'
 BH2461'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO WEST ON
 BH2461'STATE HIGHWAY 98 FOR 0.3 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 BH2461'26, TURN LEFT AND GO SOUTH AND WEST FOR 5.2 MILES ON STATE HIGHWAY 26
 BH2461'TO THE CENTRAL SCHOOL ON THE LEFT, CONTINUE FOR 0.1 MILE TO A
 BH2461'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON BLACK TOP ROAD FOR 4.15
 BH2461'MILE TO THE STATION ON THE RIGHT, CONTINUE SE ON BLACK TOP
 BH2461'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BH2461'
 BH2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES SW OF
 BH2461'LUCEDALE.
 BH2461
 BH2461                          STATION RECOVERY (1971)
 BH2461
 BH2461'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2461'THE STATION WAS VISITED 9-15-71 AND THE STATION MARK, REFERENCE MARK
 BH2461'NO. 4, NO. 5 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2461'A NEW DESCRIPTION FOLLOWS-
 BH2461'
 BH2461'THE STATION IS LOCATED 8.5 MILES SOUTHWEST OF LUCEDALE, 4 MILES S OF
 BH2461'THE CENTRAL ELEMENTARY SCHOOL ON THE E SIDE OF A LARGE TRIANGLE
 BH2461'FORMED BY A ROAD WITH THE SIDES OF THE TRIANGLE ABOUT 0.25 MILES
 BH2461'LONG, 100 YDS. N OF THE SOUTH POINT OF THE TRIANGLE ON LAND
 BH2461'OWNED BY MRS. H.M. FAIRLEY.  IT IS 32 FT. W OF THE CENTER OF A BLACK
 BH2461'TOP ROAD 195 FT. NORTH NORTHEAST OF A POWER POLE WITH GUY WIRES,
 BH2461'87 FT. SW OF A T FENCE CORNER 2 FT. W OF A FENCE, 1 FT. WEST OF A
 BH2461'METAL WITNESS POST, AND 160 FT. NORTH OF A ROW MARKER.
 BH2461'
 BH2461'IT IS A TRIANGULATION DISK, STAMPED FAIRLEY 1942 PROJECTING 4 INCHES,
 BH2461'
 BH2461'REFERENCE MARK NO. 4 IS 104.74 FT. NE OF THE STATION.  IT IS 30 FT.
 BH2461'EAST OF THE CENTER OF A BLACK TOP ROAD, 22.5 FT. NORTH OF A T
 BH2461'FENCE CORNER, 162.5 FT. SE OF A POWER POLE, 1 FT. W OF A FENCE AND 1
 BH2461'FT. S OF A METAL WITNESS POST.  IT IS A REFERENCE DISK, STAMPED
 BH2461'FAIRLEY 1942 NO. 4 1967, PROJECTING 1 INCH.
 BH2461'
 BH2461'REFERENCE MARK NO. 5 IS 89.80 FEET NORTHEAST OF A FENCE CORNER 1 FOOT
 BH2461'WEST OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT
 BH2461'IS A REFERENCE MARK DISK STAMPED FAIRLEY 1942 NO. 5 1967 PROJECTING 1
 BH2461'INCH.
 BH2461'
 BH2461'THE DISTANCE BETWEEN REFERENCE MARK NO. 4 AND NO. 5 IS 147.10 FEET.
 BH2461'
 BH2461'THE AZIMUTH MARK IS 0.35 MILES SOUTHEAST OF THE STATION.  IT IS 34
 BH2461'FT. NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 6 FEET
 BH2461'SOUTHWEST OF THE CENTER OF A FARM ROAD, 40.5 FEET WEST NORTHWEST OF A
 BH2461'LARGE LIVE OAK, 70 FEET WEST OF A FENCE CORNER, 13.5 FEET
 BH2461'SOUTHWEST OF AN 8 INCH PECAN, 130 FEET NORTH OF A POWER POLE WITH GUY
 BH2461'WIRES, 3.5 FEET NORTHEAST OF A FENCE AND 1.5 FEET NORTHWEST OF A
 BH2461'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED FAIRLEY 1942
 BH2461'PROJECTING 8 INCHES.
 BH2461'
 BH2461'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO W ON
 BH2461'U.S. HWY. 98 FOR 0.25 MILES TO THE JUNCTION OF STATE HWY. 26.
 BH2461'TURN LEFT AND CONTINUE SOUTH ON A BLACK TOP ROAD FOR 4.25 MILES TO
 BH2461'THE STATION ON THE RIGHT.  CONTINUE SOUTH ON A BLACK TOP
 BH2461'ROAD FOR 0.4 MILES TO THE AZIMUTH ON THE LEFT JUST BEFORE REACHING A
 BH2461'PRIVATE ROAD ON THE LEFT.
 BH2461'
 BH2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.5 MILES SW OF
 BH2461'LUCEDALE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0414 ***********************************************************************
 EG0414  DESIGNATION -  FAIRVIEW
 EG0414  PID         -  EG0414
 EG0414  STATE/COUNTY-  MS/ITAWAMBA
 EG0414  USGS QUAD   -  FULTON SE (1965)
 EG0414
 EG0414                         *CURRENT SURVEY CONTROL
 EG0414  ___________________________________________________________________
 EG0414* NAD 83(1993)-  34 21 37.72238(N)    088 18 59.67327(W)     ADJUSTED  
 EG0414* NAVD 88     -       167.324  (meters)     548.96   (feet)  ADJUSTED  
 EG0414  ___________________________________________________________________
 EG0414  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EG0414  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0414  DYNAMIC HT  -         167.156 (meters)     548.41  (feet)  COMP
 EG0414  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 EG0414
 EG0414  HORZ ORDER  -  SECOND
 EG0414  VERT ORDER  -  SECOND    CLASS II
 EG0414
 EG0414.The horizontal coordinates were established by classical geodetic methods
 EG0414.and adjusted by the National Geodetic Survey in May 1994.
 EG0414
 EG0414.The orthometric height was determined by differential leveling
 EG0414.and adjusted in June 1991.
 EG0414
 EG0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0414
 EG0414.The geoid height was determined by GEOID03.
 EG0414
 EG0414.The dynamic height is computed by dividing the NAVD 88
 EG0414.geopotential number by the normal gravity value computed on the
 EG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0414.degrees latitude (g = 980.6199 gals.).
 EG0414
 EG0414.The modeled gravity was interpolated from observed gravity values.
 EG0414
 EG0414;                    North         East     Units Scale Factor Converg.
 EG0414;SPC MS E     -   539,052.512   347,535.776   MT  0.99997784   +0 17 30.0
 EG0414;SPC MS E     - 1,768,541.45  1,140,206.96   sFT  0.99997784   +0 17 30.0
 EG0414;SPC AL W     -   483,804.228   524,885.045   MT  1.00000286   -0 27 39.2
 EG0414;UTM  16      - 3,802,911.457   378,929.158   MT  0.99978068   -0 44 35.4
 EG0414
 EG0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0414!SPC MS E     -   0.99997806  x   0.99997784  =   0.99995590
 EG0414!SPC AL W     -   0.99997806  x   1.00000286  =   0.99998092
 EG0414!UTM  16      -   0.99997806  x   0.99978068  =   0.99975875
 EG0414
 EG0414:                Primary Azimuth Mark                     Grid Az
 EG0414:SPC MS E     -  FAIRVIEW AZ MK                           079 31 34.5
 EG0414:SPC AL W     -  FAIRVIEW AZ MK                           080 16 43.7
 EG0414:UTM  16      -  FAIRVIEW AZ MK                           080 33 39.9
 EG0414
 EG0414|---------------------------------------------------------------------|
 EG0414| PID    Reference Object                     Distance      Geod. Az  |
 EG0414|                                                           dddmmss.s |
 EG0414| CG4028 FAIRVIEW AZ MK                                     0794904.5 |
 EG0414| EG0416 FAIRVIEW RM 1                        18.062 METERS 11905     |
 EG0414| EG1543 FAIRVIEW LOOKOUT TOWER               17.814 METERS 18717     |
 EG0414| EG0415 FAIRVIEW RM 2                        25.723 METERS 20909     |
 EG0414| CG4029 FAIRVIEW RM 3                        32.623 METERS 21446     |
 EG0414|---------------------------------------------------------------------|
 EG0414
 EG0414                          SUPERSEDED SURVEY CONTROL
 EG0414
 EG0414  NAD 83(1993)-  34 21 37.72548(N)    088 18 59.67387(W) AD(       ) 2
 EG0414  NAD 83(1986)-  34 21 37.73146(N)    088 18 59.67122(W) AD(       ) 2
 EG0414  NAD 27      -  34 21 37.36500(N)    088 18 59.50800(W) AD(       ) 2
 EG0414  NGVD 29 (??/??/92)  167.262  (m)          548.76   (f) ADJ UNCH    2 2
 EG0414
 EG0414.Superseded values are not recommended for survey control.
 EG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0414.See file dsdata.txt to determine how the superseded data were derived.
 EG0414
 EG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7892902911(NAD 83)
 EG0414_MARKER: DS = TRIANGULATION STATION DISK
 EG0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0414_STAMPING: FAIRVIEW 1950
 EG0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0414+STABILITY: SURFACE MOTION
 EG0414
 EG0414  HISTORY     - Date     Condition        Report By
 EG0414  HISTORY     - 1950     MONUMENTED       CGS
 EG0414  HISTORY     - 1962     GOOD             MSHD
 EG0414  HISTORY     - 1971     GOOD             MSU
 EG0414  HISTORY     - 1976     GOOD             MSHD
 EG0414  HISTORY     - 1977     GOOD             MSHD
 EG0414  HISTORY     - 1984     GOOD             MSU
 EG0414  HISTORY     - 1985     GOOD             MSU
 EG0414
 EG0414                          STATION DESCRIPTION
 EG0414
 EG0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG0414'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FULTON AT THE SITE
 EG0414'OF THE FAIRVIEW LOOKOUT
 EG0414'TOWER, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EG0414'A SMALL WOODEN FRAME BUILDING, 39
 EG0414'FEET EAST OF A POWER LINE POLE, AND
 EG0414'29 FEET WEST OF THE CENTER OF THE DIRVEWAY TO THE
 EG0414'LOOKOUT TOWER.
 EG0414'
 EG0414'TO REACH THE STATION FROM THE COURTHOUSE IN FULTON, GO EASTERLY ON
 EG0414'U.S.  HIGHWAY NO.
 EG0414'78 FOR 2.4 MILES TO THE JUNCTION WITH STATE
 EG0414'HIGHWAY NO.  25, THEN LEFT,
 EG0414'NORTHERLY, ON NO.  25 (GRAVELED) FOR 8.1
 EG0414'MILES TO THE SMALL SETTLEMENT OF FAIRVIEW,*
 EG0414'THEN RIGHT, EASTERLY, FOR
 EG0414'0.1 MILE, THEN RIGHT, SOUTHERLY, FOR 0.15 MILE TO THE STATION
 EG0414'AS DESCRIBED.
 EG0414'TO REACH THE AZIMUTH MARK FROM (*) HERE, GO EASTERLY FOR
 EG0414'0.4 MILE TO THE MARK ON THE
 EG0414'LEFT AS DESCRIBED.
 EG0414'
 EG0414'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 EG0414'FAIRVIEW 1950.
 EG0414'
 EG0414'REFERENCE MARK NO. 1 IS 51 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 EG0414'LOOKOUT TOWER, 31 FEET
 EG0414'EAST OF THE DRIVEWAY TO THE LOOKOUT TOWER, AND 30 FEET
 EG0414'NORTH OF THE NORTHEAST CORNER OF
 EG0414'A SMALL WOOD FRAME BUILDING.  IT
 EG0414'PROJECTS 4 INCHES, AND THE DISK IS STAMPED FAIRVIEW
 EG0414'NO 1 1950.
 EG0414'
 EG0414'REFEENCE MARK NO. 2 IS 43 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 EG0414'SMALL WIRE FENCE
 EG0414'ENCLOSURE IN THE CENTER OF WHICH IS A WIND VELOCITY
 EG0414'INDICATOR, 32 FEET EAST OF A
 EG0414'WIRE FENCE, AND 23 FEET WEST-SOUTHWEST
 EG0414'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  IT
 EG0414'IS FLUSH WITH THE
 EG0414'GROUND, AND THE DISK IS STAMPED FAIRVIEW NO 2 1950.
 EG0414'
 EG0414'THE AZIMUTH MARK IS 100 FEET WESTERLY OF THE CENTER OF A CURVE IN A
 EG0414'GRAVELED ROAD, 24 FEET
 EG0414'NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.7 FEET WEST
 EG0414'OF A WITNESS POST, AND 1 FOOT
 EG0414'SOUTH OF A WIRE FENCE.  IT PROJECTS 6
 EG0414'INCHES, AND THE DISK IS STAMPED FAIRVIEW 1950.
 EG0414'
 EG0414'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG0414'CYLINDERS.
 EG0414'
 EG0414'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG0414
 EG0414                          STATION RECOVERY (1962)
 EG0414
 EG0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG0414'THE STATION WAS VISITED 5 - 3 - 62.  ALL MARKS WERE FOUND IN GOOD
 EG0414'CONDITION.  THE 1950
 EG0414'DESCRIPTION IS ADEQUATE.
 EG0414'
 EG0414'METAL WITNESS POSTS WERE SET 1.0 NORTH OF THE STATION AND 1.0 FOOT
 EG0414'WEST OF THE
 EG0414'AZIMUTH MARK.
 EG0414'
 EG0414'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION BECAUSE OF
 EG0414'UNDERGROWTH.
 EG0414
 EG0414                          STATION RECOVERY (1971)
 EG0414
 EG0414'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1971 (BW)
 EG0414'FAIRVIEW 1950 RECOVERED GOOD.  (LAND LEASED BY FOREST SERVICE).
 EG0414'
 EG0414'FAIRVIEW NO 1 1950 RECOVERED GOOD.
 EG0414'
 EG0414'FAIRVIEW NO 2 1950 RECOVERED GOOD.
 EG0414'
 EG0414'RAIRVIEW 1950 (AZ) RECOVERED GOOD.  (LOCATED ON MRS PEARLIE WILLIAMS
 EG0414'LAND).
 EG0414'
 EG0414'FRAME BUILDING TORN DOWN.
 EG0414
 EG0414                          STATION RECOVERY (1976)
 EG0414
 EG0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 EG0414'THE STATION WAS VISITED 6-22-77 AND THE STATION MARK AND RM NO 1 WERE
 EG0414'FOUND IN GOOD CONDITION.  THE DISK ON RM NO 2 IS SCORED MAKING THE
 EG0414'STAMPING HARD TO READ.  THE AZIMUTH MARK WAS NOT FOUND BUT WAS
 EG0414'PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED.
 EG0414'
 EG0414'THE STATION IS LOCATED 8 MILES NORTHEAST OF FULTON ON THE SITE OF THE
 EG0414'FAIRVIEW LOOKOUT TOWER IN THE NORTHEAST 1/4 OF SECTION 26, T 8S,
 EG0414'R 9E.  IT IS 49 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT
 EG0414'TOWER, 49 FEET NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT
 EG0414'TOWER, 32 FEET WEST OF THE JUNCTION OF THE DRIVEWAYS TO THE TOWER, 40
 EG0414'FEET EAST OF A POWER POLE WITH A GUY WIRE AT THE END OF LINE AND IS
 EG0414'ABOUT 4 INCHES BELOW THE GROUND.  A TRIANGULATION DISK, STAMPED
 EG0414'FAIRVIEW 1950.
 EG0414'
 EG0414'REFERENCE MARK NO 1 IS 59.30 FEET SOUTHEAST OF THE STATION.  IT IS
 EG0414'64 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 51 FEET
 EG0414'NORTHEAST OF THE NORTHEAST LEG OF THE TOWER, 35 FEET SOUTHEAST OF
 EG0414'THE CENTER OF THE JUNCTION OF THE DRIVEWAYS AND PROJECTS 2 INCHES.
 EG0414'IT IS A REFERENCE MARK DISK, STAMPED FAIRVIEW NO 1 1950.
 EG0414'
 EG0414'REFERENCE MARK NO 2 IS 84.39 FEET SOUTHWEST OF THE STATION.  IT IS
 EG0414'22.5 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 17 FEET
 EG0414'NORTH OF THE NORTHEAST CORNER OF AN OVER SHAPED METAL BUILDING, 26
 EG0414'FEET EAST OF A POWER POLE AND PROJECTS 8 INCHES.  IT IS A
 EG0414'REFERENCE MARK DISK, STAMPED FAIRVIEW NO 2 1950.
 EG0414'
 EG0414'TO REACH THE STATION FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG0414'HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN
 EG0414'LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 7.7 MILES TO A CROSSROAD
 EG0414'AT THE SOUTH EDGE OF THE COMMUNITY OF FAIRVIEW.  TURN RIGHT AND GO
 EG0414'EAST ON A BLACK TOP ROAD FOR 0.15 MILE TO A PRIVATE ROAD ON THE
 EG0414'RIGHT.  TURN RIGHT AND GO SOUTH ON A PRIVATE ROAD FOR 0.15 MILE
 EG0414'TO A LOOKOUT TOWER AND THE MARK AS DESCRIBED.
 EG0414'
 EG0414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE
 EG0414'EAST-SOUTHEAST OF FAIRVIEW.
 EG0414
 EG0414                          STATION RECOVERY (1977)
 EG0414
 EG0414'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0414'8 MI NE FROM FULTON.
 EG0414'THE MARK IS LOCATED 8 MILES NORTHEAST OF FULTON, 0.2 MILE
 EG0414'EAST-SOUTHEAST OF THE COMMUNITY OF FAIRVIEW ON THE SITE OF THE
 EG0414'FAIRVIEW LOOKOUT TOWER IN THE NORTHEAST 1/4 OF SECTION 26, T 8S, R 9E.
 EG0414'IT IS 49 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 49
 EG0414'FEET NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 40 FEET EAST
 EG0414'OF A POWER POLE WITH A GUY WIRE AT THE END OF THE LINE, 32 FEET WEST
 EG0414'OF THE CENTER OF THE JUNCTION OF THE DRIVEWAYS TO THE TOWER SET IN THE
 EG0414'TOP OF A ROUND CONCRETE POST AND IS ABOUT 4 INCHES BELOW THE GROUND.
 EG0414'TO REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR
 EG0414'2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25. TURN LEFT AND GO NORTH
 EG0414'ON STATE HIGHWAY 25 FOR 7.7 MILES TO A CROSSROAD ON THE SOUTH SIDE OF
 EG0414'FAIRVIEW.  TURN RIGHT AND GO EAST ON A BLACK TOP ROAD PASSING TO THE
 EG0414'RIGHT OF THE SCHOOL FOR 0.15 MILE TO A PRIVATE ROAD ON THE RIGHT. TURN
 EG0414'RIGHT AND GO SOUTH ON A PRIVATE ROAD FOR 0.15 MILE TO THE LOOKOUT
 EG0414'TOWER AND THE MARK AS DESCRIBED.
 EG0414
 EG0414                          STATION RECOVERY (1984)
 EG0414
 EG0414'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1984 (SS)
 EG0414'FAIRVIEW 1950 RECOVERED GOOD.
 EG0414'
 EG0414'FAIRVIEW NO 1 1950 RECOVERED GOOD.
 EG0414'
 EG0414'FAIRVIEW 1950 NO 3 1979 RECOVERED GOOD.
 EG0414'
 EG0414'FAIRVIEW 1950 (AZ) RECOVERED GOOD.
 EG0414
 EG0414                          STATION RECOVERY (1985)
 EG0414
 EG0414'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985 (JM)
 EG0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1946 ***********************************************************************
 DK1946  DESIGNATION -  FAIRVIEW
 DK1946  PID         -  DK1946
 DK1946  STATE/COUNTY-  MS/SUNFLOWER
 DK1946  USGS QUAD   -  BOYER (1967)
 DK1946
 DK1946                         *CURRENT SURVEY CONTROL
 DK1946  ___________________________________________________________________
 DK1946* NAD 83(1993)-  33 30 17.69415(N)    090 44 40.85449(W)     ADJUSTED  
 DK1946* NAVD 88     -        38.51   (+/-2cm)     126.3    (feet)  VERTCON   
 DK1946  ___________________________________________________________________
 DK1946  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DK1946  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1946  HORZ ORDER  -  FIRST
 DK1946  VERT ORDER  -  THIRD ? (See Below)
 DK1946
 DK1946.The horizontal coordinates were established by classical geodetic methods
 DK1946.and adjusted by the National Geodetic Survey in May 1994.
 DK1946
 DK1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1946.The vertical order pertains to the NGVD 29 superseded value.
 DK1946
 DK1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1946
 DK1946.The geoid height was determined by GEOID03.
 DK1946
 DK1946;                    North         East     Units Scale Factor Converg.
 DK1946;SPC MS W     -   444,111.901   661,780.396   MT  0.99996800   -0 13 37.5
 DK1946;SPC MS W     - 1,457,057.13  2,171,191.18   sFT  0.99996800   -0 13 37.5
 DK1946;UTM  15      - 3,709,540.874   709,495.534   MT  1.00014111   +1 14 43.5
 DK1946
 DK1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1946!SPC MS W     -   0.99999812  x   0.99996800  =   0.99996612
 DK1946!UTM  15      -   0.99999812  x   1.00014111  =   1.00013923
 DK1946
 DK1946|---------------------------------------------------------------------|
 DK1946| PID    Reference Object                     Distance      Geod. Az  |
 DK1946|                                                           dddmmss.s |
 DK1946| CY6032 FAIRVIEW RM 3                        10.679 METERS 07656     |
 DK1946| DK1836 INDIANOLA RADIO STA KKE 689 KKB 87  APPROX.13.9 KM 1095511.0 |
 DK1946| DK1854 INDIANOLA RAD STA KKA 989 MAST      APPROX.10.7 KM 1124605.2 |
 DK1946| DK1848 INDIANOLA CROSBY HOME APPL CO N TV  APPROX.10.8 KM 1142607.5 |
 DK1946| DK1847 INDIANOLA RADIO STA WNLA MAST       APPROX.12.0 KM 1150934.0 |
 DK1946| DK1947 FAIRVIEW 1957 AZ MK                 APPROX. 0.6 KM 1500643.2 |
 DK1946| CY6033 FAIRVIEW RM 4                        17.652 METERS 21337     |
 DK1946| CY6031 FAIRVIEW RM 2                        29.324 METERS 24608     |
 DK1946| DK1948 L 2                                 302.332 METERS 33638     |
 DK1946| CY6030 FAIRVIEW RM 1                        29.546 METERS 34959     |
 DK1946|---------------------------------------------------------------------|
 DK1946
 DK1946                          SUPERSEDED SURVEY CONTROL
 DK1946
 DK1946  NAD 83(1986)-  33 30 17.70478(N)    090 44 40.85058(W) AD(       ) 1
 DK1946  NAD 27      -  33 30 17.28700(N)    090 44 40.51170(W) AD(       ) 1
 DK1946  NGVD 29 (07/19/86)   38.59   (m)          126.6    (f) LEVELING    3  
 DK1946
 DK1946.Superseded values are not recommended for survey control.
 DK1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1946.See file dsdata.txt to determine how the superseded data were derived.
 DK1946
 DK1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0949609541(NAD 83)
 DK1946_MARKER: DS = TRIANGULATION STATION DISK
 DK1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1946
 DK1946  HISTORY     - Date     Condition        Report By
 DK1946  HISTORY     - 1957     MONUMENTED       CGS
 DK1946  HISTORY     - 1958     GOOD             CGS
 DK1946  HISTORY     - 1963     GOOD             CGS
 DK1946  HISTORY     - 1966     GOOD             CGS
 DK1946  HISTORY     - 1967     GOOD             MSHD
 DK1946
 DK1946                          STATION DESCRIPTION
 DK1946
 DK1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1946'THE STATION IS LOCATED IN A FARM YARD ABOUT 7 MILES NORTHWEST
 DK1946'OF INDIANOLA, ABOUT 10-1/2 MILES NORTHEAST OF LELAND,
 DK1946'ABOUT 5 MILES NORTH OF U.S. HIGHWAY 82, ON PROPERTY OWNED
 DK1946'BY MRS. M.T. MURPHEY OF INDIANOLA.  IT IS 58 FEET WEST OF
 DK1946'THE CENTERLINE OF A PAVED COUNTY ROAD, 27 FEET NORTH OF
 DK1946'THE CENTERLINE OF A DIRT DRIVEWAY, AND 107 FEET EAST OF
 DK1946'THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE MARK IS FLUSH
 DK1946'AND THE DISK IS STAMPED FAIRVIEW 1957.
 DK1946'
 DK1946'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND STATE
 DK1946'HIGHWAY 448 IN INDIANOLA, GO WEST ON U.S. HIGHWAY 82 FOR
 DK1946'4.5 MILES TO A CROSSROAD AND SIGN BILLIPS PLANTATION ON
 DK1946'THE LEFT.  TURN RIGHT AND GO NORTHWEST FOR 0.4 MILE TO A
 DK1946'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 3.85 MILES TO THE
 DK1946'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 DK1946'0.25 MILE TO AN INTERSECTION, AND KEEP STRAIGHT AHEAD FOR 0.05
 DK1946'MILE TO THE STATION ON LEFT.
 DK1946'
 DK1946'REFERENCE MARK 1 IS 27 FEET WEST OF THE CENTERLINE OF THE
 DK1946'PAVED ROAD, 12 FEET NORTH OF A DIRT DRIVEWAY, AND 2 FEET
 DK1946'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 DK1946'AND THE DISK IS STAMPED FAIRVIEW NO 1 1957.
 DK1946'
 DK1946'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF THE SOUTHEAST
 DK1946'CORNER OF A FRAME HOUSE, AND 12 FEET WEST OF THE CENTERLINE
 DK1946'OF A DIRT DRIVEWAY.  THE MARK IS FLUSH, AND THE DISK IS STAMPED
 DK1946'FAIRVIEW NO 2 1957.
 DK1946'
 DK1946'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF THE
 DK1946'PAVED COUNTY ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE,
 DK1946'13 FEET NORTH OF A FENCE CORNER, AND 1 FOOT NORTH OF A
 DK1946'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 DK1946'DISK IS STAMPED FAIRVIEW 1957.
 DK1946'
 DK1946'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1946
 DK1946                          STATION RECOVERY (1958)
 DK1946
 DK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1946'STATION WAS RECOVERED AS DESCRIBED.
 DK1946
 DK1946                          STATION RECOVERY (1963)
 DK1946
 DK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 DK1946'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DK1946'IN GOOD CONDITION.
 DK1946
 DK1946                          STATION RECOVERY (1966)
 DK1946
 DK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DK1946'THE STATION WAS VISITED 7-19-66 AND THE STATION AND THE
 DK1946'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 DK1946'MARKS NO. 1 AND NO. 2 WERE FOUND DESTROYED.  REFERENCE MARKS
 DK1946'NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.  THE HOUSE
 DK1946'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.
 DK1946'A NEW DESCRIPTION FOLLOWS--
 DK1946'
 DK1946'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED
 DK1946'FIELD OWNED BY MR. SWANGLO, ABOUT 7 MILES NW OF INDIANOLA, ,
 DK1946'10.5 MILES NE OF LELAND, AND ABOUT 5 MILES N OF U.S. HIGHWAY
 DK1946'82.  IT IS 58 FEET W OF THE CENTER OF THE HIGHWAY, 32 FEET
 DK1946'N. OF THE CENTER OF A DIRT ROAD, 66 FEET NNE OF A 3-FT. OAK
 DK1946'TREE, 37.5 FEET NW OF A 2-FT. PECAN TREE, , 79.5 FEET NNW
 DK1946'OF A 2-FT. PECAN TREE, 35 FEET W OF A WITNESS POST AT
 DK1946'R.M. NO. 3 . THE MARK IS A STANDARD DISK, STAMPED FAIRVIEW
 DK1946'1957, FLUSH WITH THE GROUND.
 DK1946'
 DK1946'REFERENCE MARK NO. 3 IS 35.04 FEET ESE OF THE STATION, 24
 DK1946'FEET W. OF THE CENTER OF THE HIGHWAY, 28 FEET N. OF THE CENTER
 DK1946'OF THE DIRT ROAD 8 FEET NORTH OF A 2-FT. PECAN TREE AND 1
 DK1946'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 DK1946'STAMPED FAIRVIEW NO 3 1957, PROJECTING 3 INCHES.
 DK1946'
 DK1946'REFERENCE MARK NO. 4 IS 57.91 FEET SSW OF THE STATION,
 DK1946'7 FEET NW OF A 4-FT. OAK TREE, 107 FEET W. OF THE CENTER
 DK1946'OF THE HIGHWAY, AND 1 FOOT S. OF A METAL WITNESS POST.
 DK1946'IT IS A STANDARD DISK, STAMPED FAIRVIEW NO. 4 1957, PROJECTING
 DK1946'3 INCHES.
 DK1946'
 DK1946'THE AZIMUTH MARK IS 0.2 MILE SSE OF THE STATION, 23 FEET
 DK1946'NNE OF THE CENTER OF THE HIGHWAY, 1 FOOT SW OF A FENCE LINE,
 DK1946'88 FEET N. OF A FFENCE CORNER ACROSS THE ROAD, AND 1 FOOT
 DK1946'NE OF A METAL WITNESS POST.
 DK1946'
 DK1946'IT IS A STANDARD DISK, STAMPED FAIRVIEW 1957, PROJECTING 2
 DK1946'INCHES.
 DK1946'
 DK1946'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DK1946'82 AND STATE HIGHWAY 448 IN INDIANOLA, GO WEST ON U.S.
 DK1946'HIGHWAY 82 FOR 4.5 MILES TO A CROSSROAD, AT THE BILLOUS
 DK1946'PLANTATION, TURNRIGHT AND GO 0.4 MILE TO A FORKS, TAKE
 DK1946'RIGHT FORK AND GO 3.85 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 DK1946'CONTINUE NORTHWEST FOR 0.2 MILE TO A SIDE ROAD LEFT, CONTINUE
 DK1946'NORTHWEST FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DK1946'
 DK1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DK1946'N OF INDIANOLA
 DK1946
 DK1946                          STATION RECOVERY (1967)
 DK1946
 DK1946'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1946'THE STATION WAS VISITED 8-4-67 AND THE STATION MARK,
 DK1946'REFERENCE MARK, NO. 3, NO. 4 AND THE AZIMUTH MARK WERE FOUND
 DK1946'IN GOOD CONDITION.
 DK1946'
 DK1946'THE STATION IS LOCATED 7 MILES NORTHWEST OF INDIANOLA AND
 DK1946'10.5 MILES NORTHEAST OF LELAND IN THE SOUTHWEST 1/4 OF
 DK1946'SECTION 8, T 19N, R 5W AND ON PROPERTY OWNED BY MR. SWANGLO.
 DK1946'IT IS 58 FEET SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD,
 DK1946'32 FEET NORTHWEST OF THE CENTER OF THE FIELD ENTRANCE ROAD,
 DK1946'65 FEET NORTH NORTHEAST OF A 48 INCH OAK, 37.5 FEET WEST
 DK1946'OF A 24 INCH PECAN AND 79.5 FEET NORTHWEST OF A 20 INCH PECAN.
 DK1946'
 DK1946'IT IS A STANDARD TRIANGULATION DISK, STAMPED FAIRVIEW 1957
 DK1946'AND IS FLUSH WITH THE GROUND SURFACE.
 DK1946'
 DK1946'REFERENCE MARK NO. 3 IS 34.04 FEET EAST SOUTHEAST OF THE
 DK1946'STATION.  IT IS 25 FEET SOUTHWEST OF THE CENTER OF THE BLACKTOP
 DK1946'ROAD, 29 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE
 DK1946'FIELD, 8 FEET NORTHWEST OF A 24 INCH PECAN AND 1.5 FEET
 DK1946'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 DK1946'STAMPED FAIRVIEW 1957 NO. 2 1966 PROJECTING 3 INCHES.
 DK1946'
 DK1946'REFERENCE MARK NO. 4 IS 57.91 FEET SOUTHWEST OF THE STATION.
 DK1946'IT IS 7 FEET NORTHEAST OF A 48 INCH OAK, 109 FEET WEST SOUTHWEST
 DK1946'OF A 48 INCH OAK, 109 FEET WEST SOUTHWEST OF THE CENTER OF THE
 DK1946'BLACKTOP ROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DK1946'
 DK1946'IT IS A STANDARD REFERENCE MARK DISK STAMPED FAIRVIEW 1957
 DK1946'NO. 4 1966, PROJECTING 3 INCHES.
 DK1946'
 DK1946'THE AZIMUTH MARK IS 0.2 MILE SOUTH SOUTHEAST OF THE STATION.
 DK1946'IT IS 23 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD,
 DK1946'1 FOOT SOUTHWEST OF A FENCE, 88 FEET NORTH OF AND ACROSS THE
 DK1946'ROAD FROM A FENCE CORNER, 135 FEET WEST NORTHWEST OF A POWER
 DK1946'POLE, 107 FEET SOUTHWEST OF A POWER LINE AND 1 FOOT NORTHEAST
 DK1946'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK,
 DK1946'STAMPED FAIRVIEW 1957, PROJECTING 2 INCHES.
 DK1946'
 DK1946'TO REACH THE STATION FROM THE EAST SIDE OF THE U.S. POST
 DK1946'OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.3
 DK1946'MILE TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN
 DK1946'LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 5.0 MILES TO
 DK1946'A SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON
 DK1946'A BLACKTOP ROAD FOR 0.3 MILE TO A CROSSROADS.  CONTINUE
 DK1946'NORTH ON A BLACKTOP ROAD FOR 3.6 MILES TO A SIDE ROAD RIGHT.
 DK1946'CONTINUE NORTHWEST ON A BLACKTOP ROAD FOR 0.25 MILE TO THE
 DK1946'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TO REACH THE STATION
 DK1946'CONTINUE NORTHWEST ON A BLACKTOP LROAD FOR 0.25 MILE TO A
 DK1946'CROSSROADS.  CONTINUE NORTHWEST ON A BLACKTOP ROAD FOR
 DK1946'0.1 MILE TO THE ENTRANCE TO A FIELD AND THE STATION ON THE
 DK1946'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1947 ***********************************************************************
 DK1947  DESIGNATION -  FAIRVIEW 1957 AZ MK
 DK1947  PID         -  DK1947
 DK1947  STATE/COUNTY-  MS/SUNFLOWER
 DK1947  USGS QUAD   -  BOYER (1967)
 DK1947
 DK1947                         *CURRENT SURVEY CONTROL
 DK1947  ___________________________________________________________________
 DK1947* NAD 83(1993)-  33 30 00.57223(N)    090 44 29.10851(W)     ADJUSTED  
 DK1947* NAVD 88     -        38.11   (+/-2cm)     125.0    (feet)  VERTCON   
 DK1947  ___________________________________________________________________
 DK1947  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DK1947  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1947  HORZ ORDER  -  SECOND
 DK1947  VERT ORDER  -  THIRD ? (See Below)
 DK1947
 DK1947.The horizontal coordinates were established by classical geodetic methods
 DK1947.and adjusted by the National Geodetic Survey in May 1994.
 DK1947
 DK1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1947.The vertical order pertains to the NGVD 29 superseded value.
 DK1947
 DK1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1947
 DK1947.The geoid height was determined by GEOID03.
 DK1947
 DK1947;                    North         East     Units Scale Factor Converg.
 DK1947;SPC MS W     -   443,583.211   662,081.478   MT  0.99996772   -0 13 30.9
 DK1947;SPC MS W     - 1,455,322.58  2,172,178.98   sFT  0.99996772   -0 13 30.9
 DK1947;UTM  15      - 3,709,020.005   709,810.157   MT  1.00014274   +1 14 49.4
 DK1947
 DK1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1947!SPC MS W     -   0.99999819  x   0.99996772  =   0.99996591
 DK1947!UTM  15      -   0.99999819  x   1.00014274  =   1.00014092
 DK1947
 DK1947                          SUPERSEDED SURVEY CONTROL
 DK1947
 DK1947  NAD 83(1986)-  33 30 00.58278(N)    090 44 29.10454(W) AD(       ) 2
 DK1947  NAD 27      -  33 30 00.16400(N)    090 44 28.76600(W) AD(       ) 2
 DK1947  NGVD 29 (07/19/86)   38.19   (m)          125.3    (f) LEVELING    3  
 DK1947
 DK1947.Superseded values are not recommended for survey control.
 DK1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1947.See file dsdata.txt to determine how the superseded data were derived.
 DK1947
 DK1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0981009020(NAD 83)
 DK1947_MARKER: DZ = AZIMUTH MARK DISK
 DK1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1947+STABILITY: SURFACE MOTION
 DK1947
 DK1947  HISTORY     - Date     Condition        Report By
 DK1947  HISTORY     - 1958     MONUMENTED       CGS
 DK1947
 DK1947                          STATION DESCRIPTION
 DK1947
 DK1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DK1947'SEE STATION FAIRVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1543 ***********************************************************************
 EG1543  DESIGNATION -  FAIRVIEW LOOKOUT TOWER
 EG1543  PID         -  EG1543
 EG1543  STATE/COUNTY-  MS/ITAWAMBA
 EG1543  USGS QUAD   -  FULTON SE (1965)
 EG1543
 EG1543                         *CURRENT SURVEY CONTROL
 EG1543  ___________________________________________________________________
 EG1543* NAD 83(1993)-  34 21 37.14891(N)    088 18 59.76162(W)     ADJUSTED  
 EG1543* NAVD 88     -              **(meters)            **(feet)            
 EG1543  ___________________________________________________________________
 EG1543  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EG1543  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1543  HORZ ORDER  -  THIRD
 EG1543
 EG1543.The horizontal coordinates were established by classical geodetic methods
 EG1543.and adjusted by the National Geodetic Survey in May 1994.
 EG1543
 EG1543
 EG1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1543
 EG1543.The geoid height was determined by GEOID03.
 EG1543
 EG1543;                    North         East     Units Scale Factor Converg.
 EG1543;SPC MS E     -   539,034.830   347,533.608   MT  0.99997784   +0 17 29.9
 EG1543;SPC MS E     - 1,768,483.44  1,140,199.85   sFT  0.99997784   +0 17 29.9
 EG1543;SPC AL W     -   483,786.576   524,882.645   MT  1.00000286   -0 27 39.3
 EG1543;UTM  16      - 3,802,893.821   378,926.672   MT  0.99978069   -0 44 35.4
 EG1543
 EG1543                          SUPERSEDED SURVEY CONTROL
 EG1543
 EG1543  NAD 83(1993)-  34 21 37.15201(N)    088 18 59.76222(W) AD(       ) 4
 EG1543  NAD 83(1986)-  34 21 37.15798(N)    088 18 59.75947(W) AD(       ) 4
 EG1543  NAD 27      -  34 21 36.79200(N)    088 18 59.59600(W) AD(       ) 3
 EG1543
 EG1543.Superseded values are not recommended for survey control.
 EG1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1543.See file dsdata.txt to determine how the superseded data were derived.
 EG1543
 EG1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7892702894(NAD 83)
 EG1543_MARKER: 57 = LOOKOUT TOWER
 EG1543
 EG1543  HISTORY     - Date     Condition        Report By
 EG1543  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1543  HISTORY     - 1962     GOOD             MSHD
 EG1543  HISTORY     - 1978     GOOD             MSHD
 EG1543
 EG1543                          STATION DESCRIPTION
 EG1543
 EG1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1543'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FULTON, AND 0.25
 EG1543'MILE SOUTHEAST OF
 EG1543'THE STORE AT THE SMALL SETTLEMENT OF FAIRVIEW.
 EG1543'
 EG1543'IT IS A STANDARD LOOKOUT TOWER CONSTRUCTED OF STEEL, HAVING A
 EG1543'STAIRWAY IN THE CENTER OF
 EG1543'4 LEGS, AND A CROWS-NEST AT ITS APEX.  IT IS APPROXIMATELY
 EG1543'110 FEET HIGH.  THE POINT
 EG1543'OBSERVED WAS THE APPROXIMATE CENTER OF THE
 EG1543'ROOF.
 EG1543
 EG1543                          STATION RECOVERY (1962)
 EG1543
 EG1543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1543'THE STATION WAS VISITED MAY 3, 1962 AND WAS FOUND IN GOOD CONDITION.
 EG1543
 EG1543                          STATION RECOVERY (1978)
 EG1543
 EG1543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1543'THE STATION SITE WAS VISITED 9-15-78 AND WAS FOUND TO BE STANDING
 EG1543'AND IN GOOD CONDITION.
 EG1543'
 EG1543'THE STATION IS LOCATED 8 MILES NORTHEAST OF FULTON, 0.2 MILE
 EG1543'EAST-SOUTHEAST OF FAIRVIEW 0.15 MILE EAST OF STATE HIGHWAY 25, 0.1
 EG1543'MILE SOUTH OF A PAVED ROAD LEADING EAST IN THE NORTHEAST 1/4 OF
 EG1543'SECTION 26, T 8S, R 9E.  IT IS A GLASS ENCLOSED CABIN ATOP A 4
 EG1543'LEGGED STEEL STRUCTURE AND IS ABOUT 110 FEET HIGH.  THE APEX OF
 EG1543'THE ROOF WAS THE POINT OBSERVED.
 EG1543'
 EG1543'TO REACH THE STATION FROM THE COURTHOUSE IN FULTON GO EAST ON U.S.
 EG1543'HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN
 EG1543'LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 7.4 MILES TO A
 EG1543'CROSSROAD.  TURN RIGHT THEN RIGHT AGAIN AND GO EAST ON A PAVED
 EG1543'ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 EG1543'ON A GRAVELED ROAD FOR 0.15 MILE TO THE TOWER.
 EG1543'
 EG1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE
 EG1543'EAST-SOUTHEAST OF FAIRVIEW.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0416 ***********************************************************************
 EG0416  DESIGNATION -  FAIRVIEW RM 1
 EG0416  PID         -  EG0416
 EG0416  STATE/COUNTY-  MS/ITAWAMBA
 EG0416  USGS QUAD   -  FULTON SE (1965)
 EG0416
 EG0416                         *CURRENT SURVEY CONTROL
 EG0416  ___________________________________________________________________
 EG0416* NAD 83(1986)-  34 21 37.     (N)    088 18 59.     (W)     SCALED    
 EG0416* NAVD 88     -       167.879  (meters)     550.78   (feet)  ADJUSTED  
 EG0416  ___________________________________________________________________
 EG0416  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0416  DYNAMIC HT  -         167.711 (meters)     550.23  (feet)  COMP
 EG0416  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 EG0416
 EG0416  VERT ORDER  -  SECOND    CLASS II
 EG0416
 EG0416.The horizontal coordinates were scaled from a topographic map and have
 EG0416.an estimated accuracy of +/- 6 seconds.
 EG0416
 EG0416.The orthometric height was determined by differential leveling
 EG0416.and adjusted in June 1991.
 EG0416
 EG0416.The geoid height was determined by GEOID03.
 EG0416
 EG0416.The dynamic height is computed by dividing the NAVD 88
 EG0416.geopotential number by the normal gravity value computed on the
 EG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0416.degrees latitude (g = 980.6199 gals.).
 EG0416
 EG0416.The modeled gravity was interpolated from observed gravity values.
 EG0416
 EG0416;                    North         East    Units  Estimated Accuracy
 EG0416;SPC MS E     -   539,030.      347,550.      MT  (+/- 180 meters Scaled)
 EG0416
 EG0416                          SUPERSEDED SURVEY CONTROL
 EG0416
 EG0416  NGVD 29 (??/??/92)  167.824  (m)          550.60   (f) ADJ UNCH    2 2
 EG0416
 EG0416.Superseded values are not recommended for survey control.
 EG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0416.See file dsdata.txt to determine how the superseded data were derived.
 EG0416
 EG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD789028(NAD 83)
 EG0416_MARKER: DR = REFERENCE MARK DISK
 EG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0416_STAMPING: FAIRVIEW NO 1 1950
 EG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0416+STABILITY: SURFACE MOTION
 EG0416
 EG0416  HISTORY     - Date     Condition        Report By
 EG0416  HISTORY     - 1950     MONUMENTED       CGS
 EG0416  HISTORY     - 1977     GOOD             MSHD
 EG0416  HISTORY     - 1985     GOOD             MSU
 EG0416  HISTORY     - 20031123 GOOD             NGS
 EG0416
 EG0416                          STATION DESCRIPTION
 EG0416
 EG0416'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0416'8 MI NE FROM FULTON.
 EG0416'THE MARK IS LOCATED 8 MILES NORTHEAST OF FULTON, 0.2 MILE
 EG0416'EAST-SOUTHEAST OF THE COMMUNITY OF FAIRVIEW ON THE SITE OF THE LOOKOUT
 EG0416'TOWER IN THE NORTHEAST 1/4 OF SECTION 26, T 8S, R 9E.  IT IS 59.30
 EG0416'FEET SOUTHEAST OF THE STATION, 64 FEET NORTHEAST OF THE SOUTHEAST LEG
 EG0416'OF THE LOOKOUT TOWER, 51 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 EG0416'TOWER, 35 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF DRIVEWAYS
 EG0416'SET IN THE TOP OF A ROUND CONCRETE POST AND PROJECTS 2 INCHES. TO
 EG0416'REACH FROM THE COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4
 EG0416'MILES TO THE JUNCTION OF STATE HIGHWAY 25. TURN LEFT AND GO NORTH ON
 EG0416'STATE HIGHWAY 25 FOR 7.7 MILES TO A CROSSROAD ON THE SOUTH SIDE OF
 EG0416'FAIRVIEW.  TURN RIGHT AND GO EAST ON A BLACK TOP ROAD PASSING TO THE
 EG0416'RIGHT OF THE SCHOOL FOR 0.15 MILE TO A PRIVATE ROAD ON THE RIGHT. TURN
 EG0416'RIGHT AND GO SOUTH ON THE PRIVATE ROAD FOR 0.15 MILE TO THE TOWER AND
 EG0416'THE MARK AS DESCRIBED.
 EG0416
 EG0416                          STATION RECOVERY (1985)
 EG0416
 EG0416'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985 (JM)
 EG0416'RECOVERED IN GOOD CONDITION.
 EG0416
 EG0416                          STATION RECOVERY (2003)
 EG0416
 EG0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (LF)
 EG0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0415 ***********************************************************************
 EG0415  DESIGNATION -  FAIRVIEW RM 2
 EG0415  PID         -  EG0415
 EG0415  STATE/COUNTY-  MS/ITAWAMBA
 EG0415  USGS QUAD   -  FULTON SE (1965)
 EG0415
 EG0415                         *CURRENT SURVEY CONTROL
 EG0415  ___________________________________________________________________
 EG0415* NAD 83(1986)-  34 21 37.     (N)    088 18 59.     (W)     SCALED    
 EG0415* NAVD 88     -       167.594  (meters)     549.85   (feet)  ADJUSTED  
 EG0415  ___________________________________________________________________
 EG0415  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG0415  DYNAMIC HT  -         167.426 (meters)     549.30  (feet)  COMP
 EG0415  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 EG0415
 EG0415  VERT ORDER  -  SECOND    CLASS II
 EG0415
 EG0415.The horizontal coordinates were scaled from a topographic map and have
 EG0415.an estimated accuracy of +/- 6 seconds.
 EG0415
 EG0415.The orthometric height was determined by differential leveling
 EG0415.and adjusted in June 1991.
 EG0415
 EG0415.The geoid height was determined by GEOID03.
 EG0415
 EG0415.The dynamic height is computed by dividing the NAVD 88
 EG0415.geopotential number by the normal gravity value computed on the
 EG0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0415.degrees latitude (g = 980.6199 gals.).
 EG0415
 EG0415.The modeled gravity was interpolated from observed gravity values.
 EG0415
 EG0415;                    North         East    Units  Estimated Accuracy
 EG0415;SPC MS E     -   539,030.      347,550.      MT  (+/- 180 meters Scaled)
 EG0415
 EG0415                          SUPERSEDED SURVEY CONTROL
 EG0415
 EG0415  NGVD 29 (??/??/92)  167.538  (m)          549.66   (f) ADJ UNCH    2 2
 EG0415
 EG0415.Superseded values are not recommended for survey control.
 EG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0415.See file dsdata.txt to determine how the superseded data were derived.
 EG0415
 EG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD789028(NAD 83)
 EG0415_MARKER: DR = REFERENCE MARK DISK
 EG0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0415_STAMPING: FAIRVIEW NO 2 1950
 EG0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0415+STABILITY: SURFACE MOTION
 EG0415
 EG0415  HISTORY     - Date     Condition        Report By
 EG0415  HISTORY     - 1950     MONUMENTED       CGS
 EG0415  HISTORY     - 1977     GOOD             MSHD
 EG0415
 EG0415                          STATION DESCRIPTION
 EG0415
 EG0415'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG0415'8 MI NE FROM FULTON.
 EG0415'THE MARK IS LOCATED 8 MILES NORTHEAST OF FULTON, 0.2 MILE
 EG0415'EAST-SOUTHEAST OF FAIRVIEW ON THE SITE OF THE LOOKOUT TOWER IN THE
 EG0415'NORTHEAST 1/4 OF SECTION 26, T 8S, R 9E.  IT IS 84.39 FEET SOUTHWEST
 EG0415'OF THE STATION, 26 FEET EAST OF A POWER POLE, 22.5 FEET WEST OF THE
 EG0415'SOUTHWEST LEG OF THE LOOKOUT TOWER, 17 FEET NORTH OF THE NORTHEAST
 EG0415'CORNER OF AN OVAL SHAPED METAL BUILDING SET IN THE TOP OF A ROUND
 EG0415'CONCRETE POST AND PROJECTS 8 INCHES.  TO REACH FROM THE COURTHOUSE IN
 EG0415'FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF
 EG0415'STATE HIGHWAY 25.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 25 FOR 7.7
 EG0415'MILES TO A CROSSROAD ON THE SOUTH SIDE OF FAIRVIEW.  TURN RIGHT AND GO
 EG0415'EAST ON A BLACK TOP PASSING TO THE RIGHT OF THE SCHOOL FOR 0.15 MILE
 EG0415'TO A PRIVATE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 EG0415'PRIVATE ROAD FOR 0.15 MILE TO THE TOWER AND THE MARK AS DESCRIBED.
 EG0415'NOTE--  THE DISK HAS BEEN SCORED MAKING THE STAMPING HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1641 ***********************************************************************
 EG1641  DESIGNATION -  FALKNER MUNICIPAL TANK
 EG1641  PID         -  EG1641
 EG1641  STATE/COUNTY-  MS/TIPPAH
 EG1641  USGS QUAD   -  FALKNER (1982)
 EG1641
 EG1641                         *CURRENT SURVEY CONTROL
 EG1641  ___________________________________________________________________
 EG1641* NAD 83(1993)-  34 50 42.45304(N)    088 56 00.57104(W)     ADJUSTED  
 EG1641* NAVD 88     -              **(meters)            **(feet)            
 EG1641  ___________________________________________________________________
 EG1641  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EG1641  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG1641  HORZ ORDER  -  THIRD
 EG1641
 EG1641.The horizontal coordinates were established by classical geodetic methods
 EG1641.and adjusted by the National Geodetic Survey in May 1994.
 EG1641
 EG1641
 EG1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1641
 EG1641.The geoid height was determined by GEOID03.
 EG1641
 EG1641;                    North         East     Units Scale Factor Converg.
 EG1641;SPC MS E     -   592,696.956   290,839.965   MT  0.99995103   -0 03 26.0
 EG1641;SPC MS E     - 1,944,539.93    954,197.45   sFT  0.99995103   -0 03 26.0
 EG1641;SPC TN       -    60,806.291   331,717.694   MT  1.00009609   -1 43 02.6
 EG1641;SPC TN       -   199,495.31  1,088,310.47   sFT  1.00009609   -1 43 02.6
 EG1641;UTM  16      - 3,857,572.939   323,222.127   MT  0.99998517   -1 06 18.0
 EG1641
 EG1641                          SUPERSEDED SURVEY CONTROL
 EG1641
 EG1641  NAD 83(1993)-  34 50 42.46399(N)    088 56 00.56918(W) AD(       ) 4
 EG1641  NAD 83(1986)-  34 50 42.46432(N)    088 56 00.56963(W) AD(       ) 4
 EG1641  NAD 27      -  34 50 42.12964(N)    088 56 00.34883(W) AD(       ) 3
 EG1641
 EG1641.Superseded values are not recommended for survey control.
 EG1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1641.See file dsdata.txt to determine how the superseded data were derived.
 EG1641
 EG1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2322257573(NAD 83)
 EG1641_MARKER: 51 = TANK
 EG1641
 EG1641  HISTORY     - Date     Condition        Report By
 EG1641  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1641  HISTORY     - 20061124 MARK NOT FOUND   MSSU
 EG1641
 EG1641                          STATION DESCRIPTION
 EG1641
 EG1641'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 2006
 EG1641'I WAS NOT ABLE TO LOCATE THE SURVEY MARK. IT HAS POSSIBLY BEEN
 EG1641'DISTURBED OR WAS JUST OVERLOOKED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2796 ***********************************************************************
 CP2796  DESIGNATION -  FALSE RESET
 CP2796  PID         -  CP2796
 CP2796  STATE/COUNTY-  MS/SHARKEY
 CP2796  USGS QUAD   -  VALLEY PARK (1988)
 CP2796
 CP2796                         *CURRENT SURVEY CONTROL
 CP2796  ___________________________________________________________________
 CP2796* NAD 83(1993)-  32 41 42.46382(N)    090 49 00.78975(W)     ADJUSTED  
 CP2796* NAVD 88     -        27.5    (meters)      90.     (feet)  VERTCON   
 CP2796  ___________________________________________________________________
 CP2796  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CP2796  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP2796  HORZ ORDER  -  FIRST
 CP2796
 CP2796.The horizontal coordinates were established by classical geodetic methods
 CP2796.and adjusted by the National Geodetic Survey in May 1994.
 CP2796
 CP2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2796
 CP2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2796
 CP2796.The geoid height was determined by GEOID03.
 CP2796
 CP2796;                    North         East     Units Scale Factor Converg.
 CP2796;SPC MS W     -   354,333.664   654,657.712   MT  0.99997534   -0 15 40.3
 CP2796;SPC MS W     - 1,162,509.70  2,147,822.84   sFT  0.99997534   -0 15 40.3
 CP2796;UTM  15      - 3,619,596.446   704,656.681   MT  1.00011649   +1 10 46.8
 CP2796
 CP2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2796!SPC MS W     -   0.99999985  x   0.99997534  =   0.99997519
 CP2796!UTM  15      -   0.99999985  x   1.00011649  =   1.00011634
 CP2796
 CP2796|---------------------------------------------------------------------|
 CP2796| PID    Reference Object                     Distance      Geod. Az  |
 CP2796|                                                           dddmmss.s |
 CP2796| CW9817 FALSE RM 1                           27.344 METERS 05348     |
 CP2796| CW9815 FALSE AZ MK                                        0815535.8 |
 CP2796| CP2798 FALSE RM A                           29.973 METERS 09334     |
 CP2796| CW9819 FALSE RM 3                           27.165 METERS 23054     |
 CP2796| CW9818 FALSE RM 2                           28.204 METERS 23313     |
 CP2796| CP2805 ONWARD SO NATURAL GAS CO TANK       APPROX.11.9 KM 2814637.2 |
 CP2796| CP2813 LITTLE                              APPROX.11.2 KM 3450500.3 |
 CP2796|---------------------------------------------------------------------|
 CP2796
 CP2796                          SUPERSEDED SURVEY CONTROL
 CP2796
 CP2796  NAD 83(1986)-  32 41 42.47633(N)    090 49 00.78451(W) AD(       ) 1
 CP2796  NAD 27      -  32 41 41.99750(N)    090 49 00.42160(W) AD(       ) 1
 CP2796  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG    3  
 CP2796
 CP2796.Superseded values are not recommended for survey control.
 CP2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2796.See file dsdata.txt to determine how the superseded data were derived.
 CP2796
 CP2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0465719596(NAD 83)
 CP2796_MARKER: DS = TRIANGULATION STATION DISK
 CP2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2796
 CP2796  HISTORY     - Date     Condition        Report By
 CP2796  HISTORY     - 1958     MONUMENTED       CGS
 CP2796  HISTORY     - 1965     GOOD             CGS
 CP2796  HISTORY     - 1974     SEE DESCRIPTION  NGS
 CP2796  HISTORY     - 1986     POOR             USGS
 CP2796
 CP2796                          STATION DESCRIPTION
 CP2796
 CP2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2796'THE STATION IS ABOUT 14-1/2 MILES SOUTH-SOUTHEAST OF ROLLING
 CP2796'FORK, 11 MILES SOUTHWEST OF HOLLY BLUFF, 4 MILES NORTHEAST
 CP2796'OF U.S. HIGHWAY 61 AT ITS NEAREST POINT AND NEAR THE SOUTHWEST
 CP2796'CORNER OF THE MISSISSIPPI NATIONAL FOREST.  A NEW HIGHWAY
 CP2796'IS BEING CONSTRUCTED AND ALSO A NEW BRIDGE ALONG THE SOUTH
 CP2796'SIDE OF THE STATION.  THE STATION IS IN THE SOUTHEAST 1/4
 CP2796'OF SECTION 21, T 10 N, R 6 W.
 CP2796'
 CP2796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 CP2796'AND STATE HIGHWAYS 14 AND 16 IN THE NORTHEAST EDGE OF ROLLING
 CP2796'FORK, GO EASTERLY ON HIGHWAY 16 (ALONG THE NORTH SIDE OF
 CP2796'AN IRRIGATION DITCH) FOR 1.85 MILES TO A FORK, TAKE THE
 CP2796'RIGHT ROAD AND CONTINUE SOUTHEASTERLY FOR 2.9 MILES TO A
 CP2796'CONCRETE BRIDGE, CONTINUE FOR 5.1 MILES TO A SIDE ROAD ON
 CP2796'THE RIGHT, CONTINUE FOR 3.2 MILES TO A CROSSROADS, TURN
 CP2796'RIGHT (LEAVING HIGHWAY 16) AND GO SOUTH FOR 5.1 MILES TO
 CP2796'THE SPANISH FORT BAPTIST CHURCH ON THE LEFT, CONTINUE SOUTH
 CP2796'FOR 0.2 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO SOUTHWEST
 CP2796'FOR 4.4 MILES TO SITE OF NEW HIGHWAY COMING IN FROM THE
 CP2796'NORTH, CONTINUE SOUTHWEST ON NEW GRADE FOR 1.3 MILES TO
 CP2796'THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO
 CP2796'THE STATION ON THE RIGHT.
 CP2796'
 CP2796'THE STATION MARKS ARE STANDARD DISKS, STAMPED FALSE 1958.
 CP2796'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 CP2796'POST PROJECTING 6 INCHES.  IT IS 282 FEET EAST OF THE EAST
 CP2796'BANK OF THE LITTLE SUNFLOWER RIVER, 183 FEET NORTH OF THE
 CP2796'APPROXIMATE CENTER OF EAST END OF BRIDGE OVER THE RIVER,
 CP2796'39 FEET NORTH OF A TRIANGLE BLAZE ON SOUTH SIDE OF 24-INCH
 CP2796'OAK TREE AND 2 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH WHITE
 CP2796'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CP2796'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 CP2796'
 CP2796'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FALSE NO 1 1958,
 CP2796'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2796'6 INCHES.  IT IS 372 FEET EAST OF THE BANK OF THE RIVER,
 CP2796'116 FEET NORTH OF NORTH EDGE OF LARGE DRAINAGE DITCH AND
 CP2796'109 FEET EAST-NORTHEAST OF THE TRIANGLE BLAZE.
 CP2796'
 CP2796'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FALSE NO 2 1958,
 CP2796'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2796'5 INCHES.  IT IS 202 FEET EAST OF THE RIVER BANK, 148 FEET
 CP2796'NORTH OF THE CENTER OF NEW HIGHWAY AND 84 FEET WEST OF THE
 CP2796'TRIANGLE BLAZE.
 CP2796'
 CP2796'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FALSE 1958,
 CP2796'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2796'3 INCHES.  IT IS 97 FEET SOUTH OF THE CENTER OF NEW HIGHWAY
 CP2796'AND 2 FEET WEST OF 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 CP2796'IS NEAR A SLIGHT BEND IN THE HIGHWAY.
 CP2796'
 CP2796'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2796
 CP2796                          STATION RECOVERY (1965)
 CP2796
 CP2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2796'UNDERGROUND STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.
 CP2796'BUT REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.
 CP2796'IT IS BELIEVED THAT THE MARKS WERE DESTROYED WHEN A BRIDGE
 CP2796'AND THE ROAD WERE BUILT.
 CP2796'
 CP2796'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 15 MILES
 CP2796'SOUTH OF ROLLING FORK, 11 MILES SOUTHWEST OF HOLLY BLUFF,
 CP2796'ABOUT 4 MILES NORTHEAST OF U.S. HIGHWAY 61, AND IN THE SOUTHWEST
 CP2796'CORNER OF THE DELTA NATIONAL FOREST.  THE STATION MARK IS
 CP2796'183 FEET NORTHEAST OF THE EAST END OF THE BRIDGE ABUTMENT
 CP2796'OVER THE LITTLE SUNFLOWER RIVER, 180 FEET NORTH OF THE NORTH
 CP2796'EDGE OF GRAVEL ROAD, 38 FEET NORTH OF A 30 INCH OAK TREE
 CP2796'WITH TRIANGLE BLAZE AND 7 FEET NORTH OF METAL WITNESS POST
 CP2796'WITH SIGN.  STATION IS MARKED BY A STANDARD DISK THAT IS
 CP2796'CEMENTED IN THE TOP OF A 12 INCH CYLINDER CONCRETE MONUMENT
 CP2796'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE DISK IS
 CP2796'STAMPED FALSE 1958 1965.
 CP2796'
 CP2796'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 CP2796'HIGHWAY 14, IN THE EAST EDGE OF ROLLING FORK, GO SOUTH ON
 CP2796'U.S. HIGHWAY 61 FOR 18.5 MILES TO AN OVERPASS, CONTINUE
 CP2796'ON U.S. HIGHWAY 61 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT
 CP2796'AND SIGN ON THE RIGHT DELTA NATIONAL FOREST.  TURN LEFT
 CP2796'AND GO NORTHERLY FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN
 CP2796'RIGHT AND GO EAST-NORTHEAST FOR 3.35 MILES TO THE AZIMUTH MARK
 CP2796'ON THE RIGHT.  CONTINUE NORTHEASTERLY ON GRAVELED ROAD FOR
 CP2796'0.4 MILE TO A SIDE ROAD LEFT JUST AFTER CROSSING BRIDGE.
 CP2796'TURN LEFT AND THE STATION IS NEAR THE FOOT OF FILL FOR ROAD.
 CP2796'
 CP2796'AZIMUTH MARK IS 26 FEET NORTH OF THE APPROXIMATE CENTER
 CP2796'OF GRAVELED ROAD, 16 FEET WEST OF THE APPROXIMATE CENTER
 CP2796'OF DRIVE TO CANAL AND 1.6 FEET SOUTH OF METAL WITNESS POST
 CP2796'WITH SIGN.  IT IS MARKED BY A STANDARD DISK CEMENTED IN
 CP2796'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 CP2796'3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 CP2796'FALSE 1958 RESET 1965.
 CP2796'
 CP2796'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF A 14 INCH OAK TREE.
 CP2796'IT IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 CP2796'12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 CP2796'THE GROUND.  THE DISK IS STAMPED FALSE NO 1 1958.
 CP2796'
 CP2796'REFERENCE MARK NO. 3 IS MARKED BY A STANDARD DISK CEMENTED
 CP2796'IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 CP2796'PROJECTS 3 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 CP2796'FALSE NO 3 1958 1965.  IT IS 57 FEET SOUTHWEST OF A 30 INCH
 CP2796'OAK TREE AND 40 FEET EAST OF RIVER BANK.
 CP2796'
 CP2796'HEIGHT OF LIGHT ABOVE STATION MARK 38.329 METERS.
 CP2796
 CP2796                          STATION RECOVERY (1974)
 CP2796
 CP2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 CP2796'THE STATION WAS VISITED 9-5-74 AND REFERENCE MARKS NO 1,
 CP2796'NO 2, NO 3, AND R.M. A WERE RECOVERED IN GOOD CONDITION.
 CP2796'THE STATION SURFACE MARK WAS FOUND DESTROYED AND THE AZIMUTH
 CP2796'MARK WAS NOT FOUND.  IT IS BELIEVED TO HAVE BEEN COVERED
 CP2796'UP OR DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK
 CP2796'WAS NOT VISIBLE FROM THE GROUND AT THE TIME IT WAS ESTABLISHED.
 CP2796'A NEW STATION SURFACE MARK WAS ESTABLISHED OVER THE UNDERGROUND
 CP2796'MARK AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 CP2796'
 CP2796'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTH-SOUTHEAST
 CP2796'OF ROLLING FORK, 11 MILES SOUTHWEST OF HOLLY BLUFF, 4 MILES
 CP2796'NORTHEAST OF U.S. HIGHWAY 61 IN THE SOUTHEAST 1/4 OF SECTION
 CP2796'21, T 10N, R 6W.
 CP2796'
 CP2796'TO REACH FROM JUNCTION MISSISSIPPI STATE HIGHWAY 1 AND U.S.
 CP2796'HIGHWAY 61 IN ONWARD, GO SOUTH ON U.S. HIGHWAY 61 FOR 5.2
 CP2796'MILES TO A BRIDGE OVER THE RAILROAD TRACKS.  CONTINUE SOUTHEAST
 CP2796'ON U.S. HIGHWAY 61 FOR 1 MILE TO A SIDE ROAD ON THE LEFT.
 CP2796'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.7 MILE TO A
 CP2796'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 CP2796'MAIN GRAVEL ROAD FOR 3.9 MILES TO THE EAST END OF THE BRIDGE
 CP2796'OVER THE RIVER AND SIDE ROAD ON THE LEFT.  TURN LEFT AND
 CP2796'GO NORTH ON A DIRT ROAD FOR ABOUT 200 FEET TO THE
 CP2796'TRIANGULATION MARK ON THE RIGHT.
 CP2796'
 CP2796'THE STATION IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 CP2796'FLUSH WITH THE GROUND AND STAMPED FALSE 1958 1974.  IT IS
 CP2796'282 FEET EAST OF THE EAST BANK OF THE RIVER, 197 FEET NORTH
 CP2796'OF THE CENTER OF THE EAST END OF THE BRIDGE OVER LITTLE
 CP2796'SUNFLOWER RIVER, 70 FEET NORTH-NORTHEAST OF A 48 INCH OAK
 CP2796'TREE, 50 FEET WEST OF A 20 INCH OAK TREE, 39 FEET EAST OF
 CP2796'A 20 INCH PECAN TREE, 37 FEET NORTH OF A 24 INCH OAK TREE,
 CP2796'AND 1.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP2796'
 CP2796'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A SQUARE
 CP2796'CONCRETE POST PROJECTING 2 INCHES AND STAMPED FALSE NO 1 1958.
 CP2796'IT IS 125.5 FEET EAST-NORTHEAST OF A 20 INCH PECAN TREE,
 CP2796'67.5 FEET NORTHWEST OF A 24 INCH TWIN OAK TREE, 10 FEET
 CP2796'NORTH OF A 14 INCH OAK TREE, AND 1.0 FEET WEST OF A METAL
 CP2796'WITNESS POST AND SIGN.
 CP2796'
 CP2796'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A SQUARE
 CP2796'CONCRETE POST 1 FOOT BELOW THE SURFACE OF THE GROUND AND
 CP2796'STAMPED FALSE NO 2 1958.  IT IS 59.5 FEET SOUTHWEST OF A
 CP2796'20 INCH PECAN TREE, 52.0 FEET WEST OF A 40 INCH OAK TREE,
 CP2796'31 FEET SOUTH OF THE CENTER OF A DIRT ROAD LEADING TO A
 CP2796'BOAT LANDING, AND 4.5 FEET NORTHWEST OF A METAL WITNESS
 CP2796'POST AND SIGN.
 CP2796'
 CP2796'REFERENCE MARK NO 3 IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 CP2796'PROJECTING 3 INCHES AND STAMPED FALSE NO 3 1958 1965.  IT
 CP2796'IS 57 FEET SOUTHWEST OF A 20 INCH PECAN TREE, 34 FEET SOUTHEAST
 CP2796'OF THE CENTER DIRT ROAD LEADING TO A BOAT LANDING.
 CP2796'
 CP2796'REFERENCE MARK A IS A STANDARD TRIANGULATION DISK SET IN
 CP2796'A ROUND CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 CP2796'FALSE RM A 1965.  IT IS 46 FEET EAST OF A 36 INCH OAK TREE
 CP2796'AND 28.5 FEET WEST-SOUTHWEST OF A TWIN TRUNKED OAK TREE.
 CP2796
 CP2796                          STATION RECOVERY (1986)
 CP2796
 CP2796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (FSS)
 CP2796'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2798 ***********************************************************************
 CP2798  DESIGNATION -  FALSE RM A
 CP2798  PID         -  CP2798
 CP2798  STATE/COUNTY-  MS/SHARKEY
 CP2798  USGS QUAD   -  VALLEY PARK (1988)
 CP2798
 CP2798                         *CURRENT SURVEY CONTROL
 CP2798  ___________________________________________________________________
 CP2798* NAD 83(1993)-  32 41 42.40341(N)    090 48 59.64128(W)     ADJUSTED  
 CP2798* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 CP2798  ___________________________________________________________________
 CP2798  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CP2798  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP2798  HORZ ORDER  -  FIRST
 CP2798
 CP2798.The horizontal coordinates were established by classical geodetic methods
 CP2798.and adjusted by the National Geodetic Survey in May 1994.
 CP2798
 CP2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2798
 CP2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2798
 CP2798.The geoid height was determined by GEOID03.
 CP2798
 CP2798;                    North         East     Units Scale Factor Converg.
 CP2798;SPC MS W     -   354,331.667   654,687.618   MT  0.99997531   -0 15 39.7
 CP2798;SPC MS W     - 1,162,503.14  2,147,920.96   sFT  0.99997531   -0 15 39.7
 CP2798;UTM  15      - 3,619,595.201   704,686.631   MT  1.00011664   +1 10 47.4
 CP2798
 CP2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2798!SPC MS W     -   0.99999987  x   0.99997531  =   0.99997518
 CP2798!UTM  15      -   0.99999987  x   1.00011664  =   1.00011651
 CP2798
 CP2798|---------------------------------------------------------------------|
 CP2798| PID    Reference Object                     Distance      Geod. Az  |
 CP2798|                                                           dddmmss.s |
 CP2798| CW9819 FALSE RM 3                           53.220 METERS 25321     |
 CP2798| CP2796 FALSE RESET                          29.973 METERS 27334     |
 CP2798| CP2813 LITTLE                              APPROX.11.2 KM 3445618.4 |
 CP2798|---------------------------------------------------------------------|
 CP2798
 CP2798                          SUPERSEDED SURVEY CONTROL
 CP2798
 CP2798  NAD 83(1986)-  32 41 42.41592(N)    090 48 59.63605(W) AD(       ) 1
 CP2798  NAD 27      -  32 41 41.93708(N)    090 48 59.27317(W) AD(       ) 1
 CP2798  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG    3  
 CP2798
 CP2798.Superseded values are not recommended for survey control.
 CP2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2798.See file dsdata.txt to determine how the superseded data were derived.
 CP2798
 CP2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0468719595(NAD 83)
 CP2798_MARKER: DS = TRIANGULATION STATION DISK
 CP2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2798
 CP2798  HISTORY     - Date     Condition        Report By
 CP2798  HISTORY     - 1965     MONUMENTED       CGS
 CP2798
 CP2798                          STATION DESCRIPTION
 CP2798
 CP2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2798'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE MISSISSIPPI
 CP2798'NATIONAL FOREST, ON THE EAST BANK OF THE LITTLE SUNFLOWER RIVER
 CP2798'AND AT THE SAME LOCATION AS TRIANGULATION STATION FALSE 1958 1965.
 CP2798'
 CP2798'THE MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED
 CP2798'FALSE RM A 1965 CEMENTED IN THE TOP OF A 10 INCH CYLINDRICAL
 CP2798'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 CP2798'GROUND.  IT IS ABOUT 200 FEET NORTHEAST OF EAST END OF A CONCRETE
 CP2798'BRIDGE, 140 FEET NORTH-NORTHWEST OF CENTER OF A GRAVEL ROAD, 47
 CP2798'FEET EAST-SOUTHEAST OF A 36 INCH OAK TREE AND 29.5 FEET
 CP2798'WEST-NORTHWEST OF A 36 INCH, TWIN TRUNK OAK TREE.
 CP2798'
 CP2798'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FALSE
 CP2798'1958 1965, THE DISTANCE BEING 98.34 FEET OR 29.973 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2538 ***********************************************************************
 CP2538  DESIGNATION -  FAN RESET
 CP2538  PID         -  CP2538
 CP2538  STATE/COUNTY-  MS/MADISON
 CP2538  USGS QUAD   -  CHARLTON (1988)
 CP2538
 CP2538                         *CURRENT SURVEY CONTROL
 CP2538  ___________________________________________________________________
 CP2538* NAD 83(1993)-  32 33 14.33052(N)    090 13 09.50101(W)     ADJUSTED  
 CP2538* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CP2538  ___________________________________________________________________
 CP2538  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CP2538  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CP2538  HORZ ORDER  -  SECOND
 CP2538
 CP2538.The horizontal coordinates were established by classical geodetic methods
 CP2538.and adjusted by the National Geodetic Survey in May 1994.
 CP2538
 CP2538.The orthometric height was scaled from a topographic map.
 CP2538
 CP2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2538
 CP2538.The geoid height was determined by GEOID03.
 CP2538
 CP2538;                    North         East     Units Scale Factor Converg.
 CP2538;SPC MS W     -   338,583.809   710,708.996   MT  0.99995141   +0 03 40.9
 CP2538;SPC MS W     - 1,110,837.05  2,331,717.76   sFT  0.99995141   +0 03 40.9
 CP2538;UTM  15      - 3,605,253.951   761,103.419   MT  1.00044076   +1 29 49.6
 CP2538
 CP2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2538!SPC MS W     -   0.99999055  x   0.99995141  =   0.99994196
 CP2538!UTM  15      -   0.99999055  x   1.00044076  =   1.00043131
 CP2538
 CP2538|---------------------------------------------------------------------|
 CP2538| PID    Reference Object                     Distance      Geod. Az  |
 CP2538|                                                           dddmmss.s |
 CP2538| AI4271 FAN RM 1                             25.487 METERS 17045     |
 CP2538| CP2537 FAN MARKER FLORA                     29.861 METERS 18710     |
 CP2538| AI4273 FAN AZ MK                                          2994700.0 |
 CP2538| AI4272 FAN RM 2                             25.018 METERS 30854     |
 CP2538|---------------------------------------------------------------------|
 CP2538
 CP2538                          SUPERSEDED SURVEY CONTROL
 CP2538
 CP2538  NAD 83(1986)-  32 33 14.34517(N)    090 13 09.49752(W) AD(       ) 2
 CP2538  NAD 27      -  32 33 13.84280(N)    090 13 09.17950(W) AD(       ) 2
 CP2538
 CP2538.Superseded values are not recommended for survey control.
 CP2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2538.See file dsdata.txt to determine how the superseded data were derived.
 CP2538
 CP2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS6110305254(NAD 83)
 CP2538_MARKER: DD = SURVEY DISK
 CP2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2538_SP_SET: CONCRETE POST
 CP2538_STAMPING: FAN 1959 1983
 CP2538_MARK LOGO: CGS   
 CP2538_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2538+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1988
 CP2538
 CP2538  HISTORY     - Date     Condition        Report By
 CP2538  HISTORY     - 1983     MONUMENTED       NGS
 CP2538  HISTORY     - 1983     GOOD             CGS
 CP2538  HISTORY     - 19881027 GOOD             MSHD
 CP2538  HISTORY     - 20010410 GOOD             MSHD
 CP2538
 CP2538                          STATION DESCRIPTION
 CP2538
 CP2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CP2538'ONLY REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CP2538'CONDITION.  THE STATION SURFACE AND UNDERGROUND MARKS AND REFERENCE
 CP2538'MARK NO 2 WERE DESTROYED BY ROAD CONSTRUCTION.  A NEW STATION SURFACE
 CP2538'AND UNDERGROUND MARKS WERE RESET IN THE ORIGINAL POSITION AND A NEW
 CP2538'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 CP2538'FOLLOWS.
 CP2538'
 CP2538'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 22,
 CP2538'ABOUT 4.5 EAST OF FLORA, 0.1 MILE WEST OF THE JUNCTION OF STATE
 CP2538'HIGHWAY 463 IN SECTION 8, T 8N, R 1E.
 CP2538'
 CP2538'TO REACH FROM OLD HIGHWAY 49 AND STATE HIGHWAY 22 IN FLORA, GO
 CP2538'EASTERLY ON HIGHWAY 22 FOR 5.6 MILES TO THE AZIMUTH MARK ON THE
 CP2538'RIGHT, CONTINUE EASTERLY ON HIGHWAY 22 FOR 0.25 MILE TO THE STATION
 CP2538'ON THE RIGHT.
 CP2538'
 CP2538'STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD NGS DISK,
 CP2538'STAMPED---FAN 1959 1983---SET IN TOP OF A ROUND CONCRETE POST, 5
 CP2538'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 22.25 METERS (73.0
 CP2538'FEET) NORTH-NORTHEAST OF A METAL TELEPHONE CABLE BOX, 20.27 METERS
 CP2538'(66.5 FEET) NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 13.41
 CP2538'METERS (44.0 FEET) SOUTHWEST OF WEST IRON GATE POST, 10.62 METERS
 CP2538'(35.0 FEET) NORTH OF THE CENTER OF HIGHWAY 22 AND 4.75 METERS (15.6
 CP2538'FEET) SOUTH OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 CP2538'
 CP2538'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED---FAN NO 1 1959---SET
 CP2538'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS 10.21
 CP2538'METERS (33.5 FEET) EAST OF CONCRETE RIGHT-OF-WAY MARKER, .53 METERS
 CP2538'(28.0 FEET) SOUTH OF THE CENTER OF HIGHWAY 22 AND 0.30 METER (1.0
 CP2538'FOOT) NORTH OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 CP2538'
 CP2538'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED---FAN 1959 NO 3
 CP2538'1983---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CP2538'IT IS 15.09 METERS (49.5 FEET) NORTH OF THE CENTER OF HIGHWAY 22,
 CP2538'1.07 METERS (3.5 FEET) WEST-SOUTHWEST OF WEST IRON GATE POST AND 0.30
 CP2538'METER (1.0 FOOT) SOUTH OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 CP2538'
 CP2538'AZIMUTH MARK IS A STANDARD DISK, STAMPED---FAN 1959---SET IN TOP OF A
 CP2538'SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS 76.20 METERS (250.0
 CP2538'FEET) WEST OF THE CENTER OF FIELD ROAD, 13.41 METERS (44.0 FEET)
 CP2538'NORTH OF THE CENTER OF HIGHWAY 22 AND 0.30 METER (1.0 FOOT) NORTH OF
 CP2538'A METAL WITNESS POST AND SIGN.  MARK IS IN FENCELINE.
 CP2538
 CP2538                          STATION RECOVERY (1983)
 CP2538
 CP2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 CP2538'RECOVERED IN GOOD CONDITION.
 CP2538
 CP2538                          STATION RECOVERY (1988)
 CP2538
 CP2538'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP2538'RECOVERED IN GOOD CONDITION.
 CP2538
 CP2538                          STATION RECOVERY (2001)
 CP2538
 CP2538'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2001 (KLH)
 CP2538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1302 ***********************************************************************
 CO1302  DESIGNATION -  FANCHER
 CO1302  PID         -  CO1302
 CO1302  STATE/COUNTY-  MS/NESHOBA
 CO1302  USGS QUAD   -  POST (1985)
 CO1302
 CO1302                         *CURRENT SURVEY CONTROL
 CO1302  ___________________________________________________________________
 CO1302* NAD 83(1993)-  32 36 38.04587(N)    088 55 57.30276(W)     ADJUSTED  
 CO1302* NAVD 88     -       188.5    (meters)     618.     (feet)  VERTCON   
 CO1302  ___________________________________________________________________
 CO1302  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CO1302  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CO1302  HORZ ORDER  -  FIRST
 CO1302
 CO1302.The horizontal coordinates were established by classical geodetic methods
 CO1302.and adjusted by the National Geodetic Survey in May 1994.
 CO1302
 CO1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1302
 CO1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1302
 CO1302.The geoid height was determined by GEOID03.
 CO1302
 CO1302;                    North         East     Units Scale Factor Converg.
 CO1302;SPC MS E     -   344,857.507   290,684.628   MT  0.99995107   -0 03 12.6
 CO1302;SPC MS E     - 1,131,420.00    953,687.82   sFT  0.99995107   -0 03 12.6
 CO1302;UTM  16      - 3,609,764.407   318,662.596   MT  1.00000550   -1 02 30.5
 CO1302
 CO1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1302!SPC MS E     -   0.99997481  x   0.99995107  =   0.99992588
 CO1302!UTM  16      -   0.99997481  x   1.00000550  =   0.99998031
 CO1302
 CO1302|---------------------------------------------------------------------|
 CO1302| PID    Reference Object                     Distance      Geod. Az  |
 CO1302|                                                           dddmmss.s |
 CO1302| CF9714 FANCHER RM 4                         23.544 METERS 09826     |
 CO1302| CF9711 FANCHER RM 1                         36.957 METERS 11330     |
 CO1302| CF9709 FANCHER AZ MK                                      1501140.7 |
 CO1302| CF9710 FANCHER AZ MK 2                                    1501254.7 |
 CO1302| CF9713 FANCHER RM 3                         22.326 METERS 18512     |
 CO1302| CF9712 FANCHER RM 2                         33.772 METERS 23626     |
 CO1302| CO1320 COUNTY LINE LOT                     APPROX.13.7 KM 2593508.2 |
 CO1302|---------------------------------------------------------------------|
 CO1302
 CO1302                          SUPERSEDED SURVEY CONTROL
 CO1302
 CO1302  NAD 83(1993)-  32 36 38.05633(N)    088 55 57.30394(W) AD(       ) 1
 CO1302  NAD 83(1986)-  32 36 38.05693(N)    088 55 57.30428(W) AD(       ) 1
 CO1302  NAD 27      -  32 36 37.56300(N)    088 55 57.11500(W) AD(       ) 1
 CO1302  NGVD 29 (07/19/86)  188.5    (m)          618.     (f) VERT ANG    3  
 CO1302
 CO1302.Superseded values are not recommended for survey control.
 CO1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1302.See file dsdata.txt to determine how the superseded data were derived.
 CO1302
 CO1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1866309764(NAD 83)
 CO1302_MARKER: DS = TRIANGULATION STATION DISK
 CO1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1302
 CO1302  HISTORY     - Date     Condition        Report By
 CO1302  HISTORY     - 1935     MONUMENTED       CGS
 CO1302  HISTORY     - 1964     GOOD             MSHD
 CO1302  HISTORY     - 1970     GOOD             NGS
 CO1302  HISTORY     - 1972     GOOD             MSSU
 CO1302
 CO1302                          STATION DESCRIPTION
 CO1302
 CO1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1302'ABOUT 9 MILES NORTH-NORTHEAST OF COLLINSVILLE, 2-1/4 MILES
 CO1302'NORTH OF THE NEWTON-NESHOBA COUNTY LINE, AND 1 MILE WEST OF THE
 CO1302'KEMPER-NESHOBA COUNTY LINE, ON THE HIGHEST POINT OF A CULTIVATED
 CO1302'FIELD, ON PROPERTY BELONGING TO J.M. FANCHER, ABOUT 125 FEET
 CO1302'WEST-NORTHWEST OF T-INTERSECTION, 38 FEET NORTH OF THE CENTER
 CO1302'LINE OF EAST-WEST ROAD, AND PROJECTS ABOUT 6 INCHES ABOVE THE
 CO1302'SURFACE OF GROUND.
 CO1302'
 CO1302'TO REACH FROM COLLINSVILLE, A SMALL VILLAGE 14 MILES NORTHWEST
 CO1302'ALONG STATE HIGHWAY 19 FROM MERIDIAN, GO NORTHWEST ON STATE
 CO1302'HIGHWAY 19 FOR 7.8 MILES, OR 2.3 MILES BEYOND SIGN NEW CO. AND
 CO1302'TURN RIGHT ON COUNTY ROAD, FOLLOW 2.25 MILES TO A T-ROAD LEFT,
 CO1302'TURN LEFT AND CONTINUE ABOUT 125 FEET TO HIGHEST POINT AND
 CO1302'STATION.
 CO1302'
 CO1302'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1302'BRONZE DISKS SET IN CONCRETE.
 CO1302'
 CO1302'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION AT EDGE OF
 CO1302'CULTIVATED FIELD, 16 FEET SOUTH OF CENTER LINE OF ROAD AND 60
 CO1302'FEET WEST-SOUTHWEST OF T-INTERSECTION.
 CO1302'
 CO1302'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION AT EDGE OF CULTIVATED
 CO1302'FIELD, 15 FEET SOUTH OF CENTER LINE OF ROAD.
 CO1302'
 CO1302'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION AT EDGE OF CULTIVATED
 CO1302'FIELD ON THE PROPERTY OF B.F. TRUSSELL ABOUT 65 YARDS EAST OF
 CO1302'THE TRUSSELL RESIDENCE, 30 FEET WEST OF CENTER LINE OF MAIN ROAD,
 CO1302'AND 15 FEET NORTH OF THE CENTER LINE OF DRIVEWAY.
 CO1302'
 CO1302'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 CO1302'
 CO1302'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CO1302
 CO1302                          STATION RECOVERY (1964)
 CO1302
 CO1302'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1302'THE STATION WAS VISITED 2/14/64 AND THE STATION AND R.M. 2 WERE
 CO1302'FOUND IN GOOD CONDITION.  R.M. 1 AND THE AZIMUTH MARK HAD BEEN
 CO1302'DESTROYED BY ROAD CONSTRUCTION.
 CO1302'
 CO1302'A NEW TO REACH FOLLOWS- TO REACH FROM THE U.S. POST OFFICE IN
 CO1302'COLLINSVILLE, GO NORTHWEST ON STATE HIGHWAY 19 FOR 10.75 MILES
 CO1302'TO A ROAD ON THE RIGHT LEADING TO THE ANTIOCH BAPTIST CHURCH,
 CO1302'TURN RIGHT, EAST AND GO 1.55 MILES TO A CROSSROAD AND THE
 CO1302'CHURCH ON THE RIGHT, CONTINUE EAST FOR 0.7 MILE TO A T
 CO1302'INTERSECTION AND THE MARK ON THE LEFT, IN THE NORTHWEST ANGLE OF
 CO1302'THE INTERSECTION.  (THE PROPERTY AT THE STATION MARK
 CO1302'NOW BELONGS TO MR. ALVIS CHISM THAT LIVES IN A BRICK HOME
 CO1302'ABOUT 100 YARDS NORTH OF THE T INTERSECTION ON THE WEST SIDE
 CO1302'OF THE ROAD.)
 CO1302'
 CO1302'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF THE STATION AND
 CO1302'1.0 FOOT WEST OF R.M 2
 CO1302'
 CO1302'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH
 CO1302'ROUND CONCRETE POSTS.  STATION DISK IS STAMPED FANCHER 1935 AND
 CO1302'THE MARK PROJECTS 6 INCHES.  IT IS 125 FEET NORTHWEST OF THE
 CO1302'T-INTERSECTION, 84 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 CO1302'HOUSE, 73 FEET NORTH OF A POWER LINE POLE WITH TRANSFORMER,
 CO1302'38 FEET NORTH OF THE CENTER OF THE ROAD.
 CO1302'
 CO1302'R.M. 1 WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED.
 CO1302'
 CO1302'R.M. 2 IS 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CO1302'FRAME HOUSE, 83 FEET WEST OF A POWER LINE POLE WITH TRANSFORMER,
 CO1302'15 FEET SOUTH OF THE CENTER OF THE ROAD, IS STAMPED FANCHER NO 2
 CO1302'1935 AND PROJECTS 2 INCHES.
 CO1302'
 CO1302'AZIMUTH MARK WAS DESTROYED, THE DISK COUND NOT BE FOUND.
 CO1302
 CO1302                          STATION RECOVERY (1970)
 CO1302
 CO1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1302'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND
 CO1302'TO BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND EXPOSED ON
 CO1302'THE NORTH SIDE AND WAS DESTROYED, A NEW REFERENCE MARK 4 AND A
 CO1302'NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 CO1302'DESCRIPTION FOLLOWS.
 CO1302'
 CO1302'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF PHILADELPHIA,
 CO1302'11 MILES EAST-NORTHEAST OF UNION, 2 MILES NORTH OF THE
 CO1302'NEWTON-NESHOBA COUNTY LINE AND ON THE PROPERTY OF MR. GEORGE SMITH.
 CO1302'
 CO1302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15, 16,
 CO1302'19 AND 21 ABOUT 0.1 MILE EAST OF THE COURTHOUSE IN PHILADELPHIA,
 CO1302'GO EAST ON STATE HIGHWAYS 16 AND 19 FOR 0.2 MILE TO THEIR
 CO1302'JUNCTION.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 19 FOR 12.3
 CO1302'MILES TO THE JUNCTION OF STATE HIGHWAY 492.  CONTINUE AHEAD
 CO1302'SOUTHERLY ON STATE HIGHWAY 19 FOR 1.9 MILES TO A SIDE ROAD
 CO1302'LEFT.  TURN LEFT AND GO EASTERLY ON THE GRAVELED ROAD FOR 1.5
 CO1302'MILES TO A CROSSROAD.  CONTINUE AHEAD EASTERLY ON THE GRAVELED
 CO1302'ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CO1302'
 CO1302'THE STATION MARK IS A STANDARD DISK STAMPED FANCHER 1935, SET IN
 CO1302'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CO1302'DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CO1302'39 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 23 FEET NORTH
 CO1302'OF A CUT-BANK, 1 FOOT NORTH OF A METAL WITNESS POST WITH SIGN
 CO1302'ATTACHED AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 CO1302'
 CO1302'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FANCHER NO 3 1935,
 CO1302'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 CO1302'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 CO1302'IS 34 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET
 CO1302'EAST OF A POWER POLE WITH TRANSFORMER, 1.5 FEET WEST OF A METAL
 CO1302'WITNESS POST WITH SIGN ATTACHED AND 3 FEET HIGHER THAN THE
 CO1302'ROAD.
 CO1302'
 CO1302'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FANCHER NO 4 1970,
 CO1302'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CO1302'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CO1302'76 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 23
 CO1302'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH OF
 CO1302'A CUT-BANK AND 8 FEET HIGHER THAN THE ROAD.
 CO1302'
 CO1302'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FANCHER 1935 NO 2
 CO1302'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 CO1302'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 CO1302'SURFACE.  IT IS 30 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 CO1302'9 FEET SOUTHEAST OF A POWER POLE AND 1.5 FEET WEST OF A METAL
 CO1302'WITNESS POST WITH SIGN ATTACHED.
 CO1302'
 CO1302'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 CO1302'GRAVELED ROAD FOR 0.05 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 CO1302'GO SOUTHERLY ON THE GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON
 CO1302'THE RIGHT.
 CO1302'
 CO1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CO1302'11 MILES EAST-NORTHEAST OF UNION.
 CO1302
 CO1302                          STATION RECOVERY (1972)
 CO1302
 CO1302'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (CI)
 CO1302'FANCHER 1935 NO 2 1970 AZ MK GOOD.
 CO1302'
 CO1302'FANCHER 1935 GOOD
 CO1302'
 CO1302'FANCHER NO 2 1935 GOOD-LOCATED AT TOP OF A CAVING BANK
 CO1302'
 CO1302'FANCHER NO 3 1935 GOOD
 CO1302'
 CO1302'FANCHER 1935 NO 4 1970 GOOD
 CO1302'
 CO1302'STA. ON PROPERTY OF GEORGE SMITH -- RM 2 AND 3 ON PROPERTY OF
 CO1302'CURTIS BISHOF
 CO1302'
 CO1302'NO DESCRIPTION FOR RM 3, RM 4, AND AZ. MK. WAS AVAILABLE SINCE
 CO1302'THEY ARE FAIRLY RECENT MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1424 ***********************************************************************
 CO1424  DESIGNATION -  FANNIN
 CO1424  PID         -  CO1424
 CO1424  STATE/COUNTY-  MS/RANKIN
 CO1424  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1424
 CO1424                         *CURRENT SURVEY CONTROL
 CO1424  ___________________________________________________________________
 CO1424* NAD 83(1993)-  32 25 34.03934(N)    089 57 09.75768(W)     ADJUSTED  
 CO1424* NAVD 88     -       152.84   (+/-2cm)     501.4    (feet)  VERTCON   
 CO1424  ___________________________________________________________________
 CO1424  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CO1424  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CO1424  HORZ ORDER  -  FIRST
 CO1424  VERT ORDER  -  THIRD ? (See Below)
 CO1424
 CO1424.The horizontal coordinates were established by classical geodetic methods
 CO1424.and adjusted by the National Geodetic Survey in May 1994.
 CO1424
 CO1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1424.The vertical order pertains to the NGVD 29 superseded value.
 CO1424
 CO1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1424
 CO1424.The geoid height was determined by GEOID03.
 CO1424
 CO1424;                    North         East     Units Scale Factor Converg.
 CO1424;SPC MS W     -   324,463.601   735,797.240   MT  0.99996580   +0 12 14.7
 CO1424;SPC MS W     - 1,064,511.00  2,414,028.11   sFT  0.99996580   +0 12 14.7
 CO1424;UTM  16      - 3,591,508.047   222,345.681   MT  1.00055077   -1 35 03.4
 CO1424;UTM  15      - 3,591,758.074   786,551.473   MT  1.00061269   +1 38 06.4
 CO1424
 CO1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1424!SPC MS W     -   0.99998020  x   0.99996580  =   0.99994600
 CO1424!UTM  16      -   0.99998020  x   1.00055077  =   1.00053096
 CO1424!UTM  15      -   0.99998020  x   1.00061269  =   1.00059288
 CO1424
 CO1424|---------------------------------------------------------------------|
 CO1424| PID    Reference Object                     Distance      Geod. Az  |
 CO1424|                                                           dddmmss.s |
 CO1424| CO1425 FANNIN LOT                           18.969 METERS 03626     |
 CO1424| CO1423 GOSHEN SPRINGS ATT MICROWAVE        APPROX. 6.4 KM 0363124.5 |
 CO1424| CF9717 FANNIN RM 3                          35.369 METERS 06056     |
 CO1424| CF9716 FANNIN RM 2                                        11704     |
 CO1424| CF9715 FANNIN RM 1                          22.458 METERS 21349     |
 CO1424| CP2574 CHARITY                             APPROX.13.9 KM 2643436.1 |
 CO1424|---------------------------------------------------------------------|
 CO1424
 CO1424                          SUPERSEDED SURVEY CONTROL
 CO1424
 CO1424  NAD 83(1986)-  32 25 34.05284(N)    089 57 09.75387(W) AD(       ) 1
 CO1424  NAD 27      -  32 25 33.53900(N)    089 57 09.45800(W) AD(       ) 1
 CO1424  NGVD 29 (07/19/86)  152.88   (m)          501.6    (f) LEVELING    3  
 CO1424
 CO1424.Superseded values are not recommended for survey control.
 CO1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1424.See file dsdata.txt to determine how the superseded data were derived.
 CO1424
 CO1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2234691508(NAD 83)
 CO1424_MARKER: DS = TRIANGULATION STATION DISK
 CO1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1424_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1424+STABILITY: SURFACE MOTION
 CO1424
 CO1424  HISTORY     - Date     Condition        Report By
 CO1424  HISTORY     - 1931     MONUMENTED       CGS
 CO1424  HISTORY     - 1959     GOOD             CGS
 CO1424  HISTORY     - 1961     GOOD             USGS
 CO1424  HISTORY     - 1961     GOOD             MSHD
 CO1424  HISTORY     - 1977     GOOD             MSHD
 CO1424
 CO1424                          STATION DESCRIPTION
 CO1424
 CO1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CO1424'ABOUT 11 MILES E OF N OF BRANDON, AND 3/4 MILE NE OF THE
 CO1424'CROSSROADS VILLAGE OF FANNIN, ON LAND OWNED BY THE PEARL RIVER
 CO1424'VALLEY LUMBER COMPANY OF CANTON.
 CO1424'
 CO1424'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CO1424'DISKS SET IN CONCRETE.
 CO1424'
 CO1424'REFERENCE MARK NO. 1 IS SW OF STATION.  REFERENCE MARK NO. 2 IS
 CO1424'APPROXIMATELY 150 METERS E OF STATION AND 50 METERS W OF CENTER
 CO1424'LINE OF GRAVEL ROAD.
 CO1424'
 CO1424'REACHED FROM U.S. HIGHWAY 80 AT BRANDON BY GRAVELED ROAD 10.3
 CO1424'MILES TO FANNIN.  TAKE RIGHT-HAND FORK 0.6 MILE TO A CABIN ON THE
 CO1424'SIDE OF HILL TO THE LEFT.  STATION IS ABOUT 300 YARDS NW OF CABIN,
 CO1424'250 YARDS W OF GRAVELED ROAD, AND 50 YARDS W OF A COTTON FIELD,
 CO1424'ON THE SUMMIT OF A HIGH HILL, IN WOODS.
 CO1424'
 CO1424'HEIGHT OF SIGNAL ABOVE STATION MARK - 26.5 METERS.
 CO1424
 CO1424                          STATION RECOVERY (1959)
 CO1424
 CO1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1424'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 CO1424'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY ROAD
 CO1424'CONSTRUCTION.  REFERENCE MARK 3 WAS ESTABLISHED.  A COMPLETE
 CO1424'NEW DESCRIPTION FOLLOWS- THE STATION IS ON A HIGH HILL AT THE SITE
 CO1424'OF THE FANNIN LOOKOUT TOWER, ABOUT 11 MILES NORTH-NORTHEAST OF
 CO1424'BRANDON, 5 MILES SOUTHEAST OF PEARL RIVER, 3-1/2 MILES SOUTH AND
 CO1424'2 MILES WEST OF GOSHEN SPRINGS AND 0.6 MILE NORTH OF FANNIN.
 CO1424'IT IS IN THE NORTHEAST 1/4 OF SECTION 26, T 7 N, R 3 E.
 CO1424'
 CO1424'TO REACH THE STATION FROM THE POST OFFICE IN FANNIN, GO NORTHEAST
 CO1424'AND NORTH ON STATE HIGHWAY 471 FOR 0.55 MILE TO A SIDE ROAD ON
 CO1424'THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTHWEST UP STEEP
 CO1424'GRADE FOR 0.2 MILE TO THE STATION.
 CO1424'
 CO1424'THE STATION MARKS ARE STANDARD DISKS, STAMPED FANNIN 1931.  THE
 CO1424'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CO1424'PROJECTING 3 INCHES.  IT IS 71 FEET SOUTHWEST OF A POWER LINE
 CO1424'POLE, 49 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 CO1424'TOWER AND 2 FEET SOUTHWEST OF A METAL, WITNESS SIGNPOST.  THE
 CO1424'UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF CONCRETE.
 CO1424'
 CO1424'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FANNIN NO 1 1931,
 CO1424'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CO1424'3 INCHES.  IT IS 144 FEET SOUTHWEST OF THE POWER LINE POLE AND
 CO1424'123 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 CO1424'TOWER.
 CO1424'
 CO1424'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FANNIN NO 3 1931,
 CO1424'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST 5 INCHES.
 CO1424'IT IS 58 FEET EAST-NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT
 CO1424'TOWER, 56 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER,
 CO1424'48 FEET WEST-NORTHWEST OF A POWER LINE POLE AND 14 FEET NORTHEAST
 CO1424'OF THE CENTER OF THE ROAD LEADING TO THE LOOKOUT TOWER.
 CO1424'
 CO1424'A MEASUREMENT WAS MADE TO THE DETERMINED CENTER OF THE BASE OF
 CO1424'THE LOOKOUT TOWER.
 CO1424'
 CO1424'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 CO1424'
 CO1424'HEIGHT OF LIGHTPLATE - 30 METERS.
 CO1424
 CO1424                          STATION RECOVERY (1961)
 CO1424
 CO1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CO1424'STATION IN GOOD CONDITION.  STATION 0.6 MILES NORTH OF FANNIN,
 CO1424'IN NE 1/4 OF SEC. 26 T7N, R3E, 0.25 MILES WEST OF MISSISSIPPI
 CO1424'HIGHWAY 43, ON SHARP, WOODED HILL, 49 FEET SW OF SW LEG OF FANNIN
 CO1424'FIRE TOWER AND 0.5 FEET HIGHER, IN CONCRETE POST, STANDARD
 CO1424'C AND GS TABLET, STAMPED FANNIN 1931, 1959.
 CO1424
 CO1424                          STATION RECOVERY (1961)
 CO1424
 CO1424'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1424'THE STATION WAS VISITED 7-26-61.  THE STATION, R.M NO. 1 AND
 CO1424'R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE 1959 RECOVERY
 CO1424'NOTE BY O.S.R. IS ADEQUATE.
 CO1424
 CO1424                          STATION RECOVERY (1977)
 CO1424
 CO1424'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1424'THE STATION WAS VISITED 3-17-77 AND THE STATION MARK, RM NO 1, AND
 CO1424'RM NO 3 WERE FOUND IN GOOD CONDITION.  THE FANNIN LOOKOUT TOWER HAS
 CO1424'BEEN DISMANTLED WITH THE FOUR CONCRETE FOOTING REMAINING IN PLACE.
 CO1424'
 CO1424'THE STATION IS LOCATED 10.2 MILES NORTH-NORTHEAST OF BRANDON, 0.6
 CO1424'MILE NORTH OF THE COMMUNITY OF FANNIN ON THE FORMER SITE OF THE
 CO1424'FANNIN LOOKOUT TOWER IN THE NORTHEAST 1/4 OF SECTION 26, T 7N, R
 CO1424'3E.  IT IS 52.5 FEET WEST OF AN 18 INCH OAK, 48.5 FEET SOUTHWEST OF
 CO1424'THE SOUTHWEST FOOTING OF THE DISMANTLED TOWER, 30 FEET NORTHEAST
 CO1424'OF A 9 INCH OAK, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND
 CO1424'PROJECTS 4 INCHES.  IT IS A TRIANGULATION DISK, STAMPED FANNIN
 CO1424'1931.
 CO1424'
 CO1424'REFERENCE MARK NO 1 IS 73.68 FEET SOUTHWEST OF THE STATION.  IT IS
 CO1424'44 FEET SOUTHWEST OF A 9 INCH OAK, 33 FEET NORTHEAST OF A 9 INCH
 CO1424'ELM WITH A SMALL + BLAZE, 34 FEET EAST OF A 10 INCH ELM WITH A +
 CO1424'BLAZE, 1 FOOT SOUTHEAST OF AMETAL WITNESS POST AND PROJECTS 4
 CO1424'INCHES.  IT IS A REFERENCE MARK DISK, STAMPED FANNIN 1931 NO 1.
 CO1424'
 CO1424'REFERENCE MARK NO 3 IS 116.04 FEET NORTHEAST OF THE STATION.  IT IS
 CO1424'77 FEET EAST-NORTHEAST OF AN 18 INCH OAK, 58 FEET EAST OF THE
 CO1424'SOUTHEAST FOOTING OF THE DISMANTLED TOWER, 48 FEET WEST OF A POLE
 CO1424'WITH A GUY WIRE, 15 FEET EAST-NORTHEAST OF THE CENTER OF THE WOODS
 CO1424'ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND PROJECTS 5
 CO1424'INCHES.  IT IS A REFERENCE MARK DISK, STAMPED FANNIN NO 3 1931.
 CO1424'
 CO1424'TO REACH THE STATION FROM THE STATE HIGHWAY 25 BRIDGE OVER STATE
 CO1424'HIGHWAY 471 ABOUT 5.5 MILES NORTH OF BRANDON GO NORTH ON STATE
 CO1424'HIGHWAY 471 FOR 3 MILES TO THE CROSSROAD AT FANNIN.  CONTINUE
 CO1424'NORTHEAST ON STATE HIGHWAY 471 FOR 0.6 MILE TO A WOODS ROAD ON
 CO1424'THE LEFT.  TURN LEFT AND UP A STEEP GRADE AND GO WEST ON A WOODS
 CO1424'ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 CO1424'
 CO1424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.2 MILES
 CO1424'NORTH-NORTHEAST OF BRANDON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0964 ***********************************************************************
 BW0964  DESIGNATION -  FAY
 BW0964  PID         -  BW0964
 BW0964  STATE/COUNTY-  MS/JEFFERSON
 BW0964  USGS QUAD   -  FAYETTE (1988)
 BW0964
 BW0964                         *CURRENT SURVEY CONTROL
 BW0964  ___________________________________________________________________
 BW0964* NAD 83(1993)-  31 42 30.69476(N)    091 03 46.28416(W)     ADJUSTED  
 BW0964* NAVD 88     -        88.67   (+/-2cm)     290.9    (feet)  VERTCON   
 BW0964  ___________________________________________________________________
 BW0964  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BW0964  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0964  HORZ ORDER  -  THIRD
 BW0964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0964
 BW0964.The horizontal coordinates were established by classical geodetic methods
 BW0964.and adjusted by the National Geodetic Survey in May 1994.
 BW0964
 BW0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0964.The vertical order pertains to the NGVD 29 superseded value.
 BW0964
 BW0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0964
 BW0964.The geoid height was determined by GEOID03.
 BW0964
 BW0964;                    North         East     Units Scale Factor Converg.
 BW0964;SPC MS W     -   245,062.462   630,850.478   MT  1.00000895   -0 23 00.4
 BW0964;SPC MS W     -   804,009.09  2,069,715.28   sFT  1.00000895   -0 23 00.4
 BW0964;UTM  15      - 3,509,760.164   683,565.769   MT  1.00001560   +1 01 06.4
 BW0964
 BW0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0964!SPC MS W     -   0.99999017  x   1.00000895  =   0.99999912
 BW0964!UTM  15      -   0.99999017  x   1.00001560  =   1.00000577
 BW0964
 BW0964|---------------------------------------------------------------------|
 BW0964| PID    Reference Object                     Distance      Geod. Az  |
 BW0964|                                                           dddmmss.s |
 BW0964| CW9820 FAY RM 1                             16.468 METERS 02517     |
 BW0964| BW0965 FAY RM 2                             40.487 METERS 02517     |
 BW0964| BW0966 FAY RM 3                             16.119 METERS 09212     |
 BW0964| BW2397 FAYETTE                             467.446 METERS 1805707.9 |
 BW0964| BW0963 FAY AZ MK                           326.758 METERS 26020     |
 BW0964|---------------------------------------------------------------------|
 BW0964
 BW0964                          SUPERSEDED SURVEY CONTROL
 BW0964
 BW0964  NAD 83(1986)-  31 42 30.70947(N)    091 03 46.28022(W) AD(       ) 3
 BW0964  NAD 27      -  31 42 30.11900(N)    091 03 45.90600(W) AD(       ) 3
 BW0964  NGVD 29 (??/??/92)   88.678  (m)          290.94   (f) ADJ UNCH    2 0
 BW0964
 BW0964.Superseded values are not recommended for survey control.
 BW0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0964.See file dsdata.txt to determine how the superseded data were derived.
 BW0964
 BW0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8356609760(NAD 83)
 BW0964_MARKER: DS = TRIANGULATION STATION DISK
 BW0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0964_STAMPING: FAY 1948
 BW0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0964+STABILITY: SURFACE MOTION
 BW0964
 BW0964  HISTORY     - Date     Condition        Report By
 BW0964  HISTORY     - 1948     MONUMENTED       CGS
 BW0964  HISTORY     - 1955     GOOD             CGS
 BW0964  HISTORY     - 1956     GOOD             CGS
 BW0964  HISTORY     - 1970     GOOD             MSHD
 BW0964  HISTORY     - 1971     GOOD             NGS
 BW0964
 BW0964                          STATION DESCRIPTION
 BW0964
 BW0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW0964'STATION IS ON HIGHWAY RIGHT-OF-WAY, 0.3 MILE SOUTHEAST OF
 BW0964'THE COURTHOUSE IN FAYETTE VIA U.S. HIGHWAY 61, 53 FEET
 BW0964'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE COMMUNITY SELF
 BW0964'SERVING GROCERY, 31 FEET SOUTH OF CENTER LINE OF HIGHWAY 61,
 BW0964'AND 3 FEET SOUTHEAST OF SIDEWALK.  THE MARK PROJECTS 3 INCHES,
 BW0964'AND THE DISK IS STAMPED FAY 1948.
 BW0964'
 BW0964'REFERENCE MARK NO. 1 IS 54.03 FEET NORTH-NORTHWEST OF THE
 BW0964'STATION AND 29 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 61.
 BW0964'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED FAY NO 1
 BW0964'1948.
 BW0964'
 BW0964'REFERENCE MARK NO. 2 IS 132.81 FEET NORTH-NORTHWEST OF THE
 BW0964'STATION, 29 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 61, AND
 BW0964'2 FEET NORTH OF EDGE OF SIDEWALK.  THE MARK IS SET IN FLUSH
 BW0964'WITH THE SIDEWALK, AND THE DISK IS STAMPED FAY NO 2 1948.
 BW0964'
 BW0964'AZIMUTH MARK IS 1072.04 FEET SOUTHWEST OF STATION ON PROPERTY
 BW0964'OF JUDGE TRULYS HEIRS, 30 FEET EAST OF A 10-INCH, PINE TREE,
 BW0964'28 FEET SOUTHEAST OF RIGHT TURN IN LANE, AND 12 FEET SOUTHEAST OF
 BW0964'A FENCE LINE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 BW0964'STAMPED FAY 1948.
 BW0964'
 BW0964'TO REACH FROM STATION, GO SOUTHWEST ON HIGHWAY 61 FOR 0.05
 BW0964'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO ON A DIRT ROAD
 BW0964'FOR 0.15 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO
 BW0964'A WIRE GATE, GO THROUGH GATE AND TURN LEFT, AND GO ABOUT
 BW0964'100 YARDS TO RIGHT TURN IN LANE.  AZIMUTH MARK IS OVER THE FENCE
 BW0964'ON THE LEFT.
 BW0964'
 BW0964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BW0964
 BW0964                          STATION RECOVERY (1955)
 BW0964
 BW0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0964'THE STATION WAS VISITED 6-6-55 AND ALL MARKS WERE FOUND IN
 BW0964'GOOD CONDITION.  REFERENCE MARKS NO. 1 WAS MOVED AT THE REQUEST
 BW0964'OF MR. CARROLL MC LAURIN OF FAYETTE, MISS.  THE MARK WAS IN
 BW0964'THE WAY OF THE CONSTRUCTION OF A CONCRETE APPROACH TO THE
 BW0964'COMMUNITY SELF SERVICE STORE AND THE CHEVROLET GARAGE OWNED
 BW0964'BY MR. MC LAURIN.  THE STATION AND REFERENCE MARKS WERE
 BW0964'FOUND TO BE IN ERROR WITH THE CARDINAL DIRECTIONS GIVEN FROM
 BW0964'THE HIGHWAY, THE MARKS ARE EAST OF THE HIGHWAY, NOT SOUTH
 BW0964'AS STATED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 BW0964'DATE.
 BW0964'
 BW0964'A NEW DESCRIPTION FOLLOWS--
 BW0964'
 BW0964'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 BW0964'61, 0.3 MILE SOUTH OF THE COURTHOUSE IN FAYETTE, IN THE
 BW0964'APPROACH TO THE COMMUNITY SELF SERVICE STORE AND THE CHEVROLET
 BW0964'GARAGE, 28.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BW0964'2.5 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, 46 FEET SOUTH
 BW0964'OF A POWER POLE, 52.5 FEET WEST OF THE SOUTHWEST CORNER OF
 BW0964'THE COMMUNITY SELF SERVICE STORE, 74 FEET NORTHWEST OF THE
 BW0964'NORTHWEST CORNER OF THE MC LAURIN CHEVROLET GARAGE, 11 FEET
 BW0964'NORTH OF THE PROJECTED TANGENT OF THE SOUTH WALL OF THE
 BW0964'FARMERS COOPERATIVE A.L.L. SINCLAIR SERVICE STATION, WHICH IS
 BW0964'ON THE WEST SIDE OF THE STREET, AND 115 FEET SOUTH OF THE
 BW0964'CENTER LINE OF AN EAST-WEST STREET.  IT IS A STANDARD DISK,
 BW0964'STAMPED FAY 1948, FLUSH WITH THE SURFACE OF THE APPROACH.
 BW0964'
 BW0964'REFERENCE MARK NO. 2 IS 132.83 FEET NORTH-NORTHEAST OF THE
 BW0964'STATION, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U.S.
 BW0964'HIGHWAY 61 AND AN EAST-WEST STREET, 30 FEET EAST OF THE
 BW0964'CENTER LINE OF U.S. HIGHWAY 61, 20 FEET NORTH OF THE CENTER LINE
 BW0964'OF THE EAST-WEST STREET, 5 FEET SOUTH OF A FOUR FOOT CONCRETE
 BW0964'WALL, 4.5 FEET WEST OF THE BOTTOM STEP OF A 10 STEP CONCRETE
 BW0964'APPROACH TO A HOUSE AND 1.5 FEET NORTH OF THE NORTH CONCRETE
 BW0964'CURB OF THE EAST-WEST STREET.  IT IS A STANDARD DISK, STAMPED
 BW0964'FAY NO 2 1948, SET IN A DRILL HOLE, FLUSH WITH THE CONCRETE
 BW0964'SIDEWALK.
 BW0964'
 BW0964'REFERENCE MARK NO. 3 IS 52.88 FEET EAST-NORTHEAST OF THE
 BW0964'STATION AT THE SOUTHWEST CORNER OF THE COMMUNITY SELF SERVICE
 BW0964'STORE, 2 FEET NORTH OF THE SOUTHWEST CORNER OF THE STORE
 BW0964'AND 1 FOOT WEST OF THE STORE.  IT IS A STANDARD DISK, STAMPED
 BW0964'FAY NO 3 1948, SET IN A DRILL HOLE FLUSH WITH THE CONCRETE
 BW0964'APPROACH TO THE STORE.
 BW0964'
 BW0964'THE AZIMUTH MARK IS 1072.04 FEET (1948 MEASUREMENT) SOUTHWEST
 BW0964'OF THE STATION, ON THE TOP OF A SMALL KNOLL AT THE WEST EDGE
 BW0964'OF A CULTIVATED FIELD, 30 FEET EAST OF A 16 INCH PINE TREE
 BW0964'AND 12 FEET SOUTHEAST OF A FENCE LINE.  IT IS A STANDARD
 BW0964'DISK, STAMPED FAY 1948, PROJECTING 6 INCHES.
 BW0964'
 BW0964'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 BW0964'HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 BW0964'AND GO 0.1 MILE TO A LANE RIGHT, TURN RIGHT, PASSING TO THE
 BW0964'LEFT OF A HOUSE AND FOLLOW LANE FOR 0.15 MILE TO A FORK, TAKE
 BW0964'LEFT FORK, PARALLELING A FENCE ON THE WEST SIDE AND GO ABOUT
 BW0964'50 YARDS TO THE TOP OF THE KNOLL AND THE MARK ON THE LEFT.
 BW0964
 BW0964                          STATION RECOVERY (1956)
 BW0964
 BW0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CH)
 BW0964'THIS STATION SATISFACTORY.  LINE OF SIGHT TO AZIMUTH MARK
 BW0964'CLEARED OUT OF TREE GROWTH.
 BW0964
 BW0964                          STATION RECOVERY (1970)
 BW0964
 BW0964'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0964'0.25 MI S FROM FAYETTE.
 BW0964'THE MARK IS LOCATED 0.25 MILE SOUTH OF THE CENTER OF FAYETTE ON THE
 BW0964'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 61 NEAR THE MCLAURIN CHEVROLET
 BW0964'COMPANY.  (NOTE) THE POST IS SURROUNDED BY ASPHALT.  IT IS 29 FEET
 BW0964'EAST OF THE CENTER OF U.S. HIGHWAY 61, 52.5 FEET WEST OF THE SOUTHWEST
 BW0964'CORNER OF GENUINE PARTS SERVICE, 51 FEET NORTH OF THE EXTENDED NORTH
 BW0964'WALL OF MCLAURIN CHEVROLET CO., 115 FEET SOUTH OF THE CENTER OF CHURCH
 BW0964'STREET, 10 FEET NORTH OF THE EXTENDED SOUTH WALL OF FARMERS
 BW0964'COOPERATIVE AAL SINCLARE SERVICE STATION ON THE EAST SIDE OF THE
 BW0964'HIGHWAY, 93 FEET NORTH OF A GULF SIGN, 3 FEET EAST OF THE EAST EDGE OF
 BW0964'A WALK, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 BW0964'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 BW0964'REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON
 BW0964'U.S. HIGHWAY 61 FOR 0.25 MILE TO THE MCLAURIN CHEVROLET COMPANY AND
 BW0964'THE MARK ON THE LEFT.
 BW0964
 BW0964                          STATION RECOVERY (1971)
 BW0964
 BW0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BW0964'THE STATION WAS VISITED 5-19-71 AND THE STATION MARK, REFERENCE
 BW0964'MARKS NO. 2 AND 3 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 BW0964'IN 1955.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE.
 BW0964'PERMISSION WAS NOT GRANTED TO CUT THE TREES ON LINE BETWEEN
 BW0964'THE AZIMUTH MARK AND THE STATION, THERFOR THE AZIMUTH MARK
 BW0964'WAS DESTROYED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1736 ***********************************************************************
 EG1736  DESIGNATION -  FAY
 EG1736  PID         -  EG1736
 EG1736  STATE/COUNTY-  MS/LAFAYETTE
 EG1736  USGS QUAD   -  TULA (1972)
 EG1736
 EG1736                         *CURRENT SURVEY CONTROL
 EG1736  ___________________________________________________________________
 EG1736* NAD 83(1993)-  34 10 54.34841(N)    089 18 56.83096(W)     ADJUSTED  
 EG1736* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 EG1736  ___________________________________________________________________
 EG1736  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EG1736  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EG1736  HORZ ORDER  -  FIRST
 EG1736
 EG1736.The horizontal coordinates were established by classical geodetic methods
 EG1736.and adjusted by the National Geodetic Survey in May 1994.
 EG1736
 EG1736.The orthometric height was scaled from a topographic map.
 EG1736
 EG1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1736
 EG1736.The geoid height was determined by GEOID03.
 EG1736
 EG1736;                    North         East     Units Scale Factor Converg.
 EG1736;SPC MS E     -   519,213.343   255,525.865   MT  0.99997437   -0 16 15.8
 EG1736;SPC MS E     - 1,703,452.44    838,337.78   sFT  0.99997437   -0 16 15.8
 EG1736;UTM  16      - 3,784,733.807   286,577.127   MT  1.00016151   -1 18 05.6
 EG1736
 EG1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1736!SPC MS E     -   0.99997549  x   0.99997437  =   0.99994986
 EG1736!UTM  16      -   0.99997549  x   1.00016151  =   1.00013700
 EG1736
 EG1736:                Primary Azimuth Mark                     Grid Az
 EG1736:SPC MS E     -  TOCCOPOLA MUNICIPAL TANK                 041 01 14.1
 EG1736:UTM  16      -  TOCCOPOLA MUNICIPAL TANK                 042 03 03.9
 EG1736
 EG1736|---------------------------------------------------------------------|
 EG1736| PID    Reference Object                     Distance      Geod. Az  |
 EG1736|                                                           dddmmss.s |
 EG1736| EG1722 TOCCOPOLA MUNICIPAL TANK            APPROX.11.4 KM 0404458.3 |
 EG1736| CG4035 FAY RM 3                             76.505 METERS 16030     |
 EG1736| EG1739 BANNER FIRE TOWER                   APPROX. 9.5 KM 2221945.7 |
 EG1736| CG4033 FAY RM 1                             22.723 METERS 22920     |
 EG1736| EG1741 DAY                                 APPROX. 8.0 KM 2693652.4 |
 EG1736| CG4034 FAY RM 2                             19.988 METERS 33355     |
 EG1736|---------------------------------------------------------------------|
 EG1736
 EG1736                          SUPERSEDED SURVEY CONTROL
 EG1736
 EG1736  NAD 83(1986)-  34 10 54.35992(N)    089 18 56.82803(W) AD(       ) 1
 EG1736  NAD 27      -  34 10 53.96655(N)    089 18 56.55534(W) AD(       ) 1
 EG1736
 EG1736.Superseded values are not recommended for survey control.
 EG1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1736.See file dsdata.txt to determine how the superseded data were derived.
 EG1736
 EG1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8657784734(NAD 83)
 EG1736_MARKER: DS = TRIANGULATION STATION DISK
 EG1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1736
 EG1736  HISTORY     - Date     Condition        Report By
 EG1736  HISTORY     - 1967     MONUMENTED       CGS
 EG1736  HISTORY     - 1977     GOOD             MSHD
 EG1736
 EG1736                          STATION DESCRIPTION
 EG1736
 EG1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1736'STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF OXFORD, 18 MILES
 EG1736'EAST-NORTHEAST OF
 EG1736'WATER VALLEY, 7 MILES SOUTHWEST OF TOCCOPOLA AND ON
 EG1736'THE PROPERTY OF THE VIRGIL PERDIN
 EG1736'ESTATE.
 EG1736'
 EG1736'TO REACH THE STATION FROM THE POST OFFICE IN TOCCOPOLA, GO WEST ON A
 EG1736'PAVED ROAD FOR
 EG1736'0.95 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 EG1736'ON A GRAVELED ROAD FOR 1.8 MILES
 EG1736'TO A SIDE ROAD RIGHT.  CONTINUE
 EG1736'SOUTHERLY ON THE GRAVELED ROAD FOR 1.35 MILES TO A
 EG1736'SIDE ROAD RIGHT.
 EG1736'TURN RIGHT AND GO SOUTHWESTERLY ON A GRAVELED ROAD FOR 2.1 MILES TO A
 EG1736'T-ROAD.  TURN
 EG1736'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.5 MILES TO A
 EG1736'SIDE ROAD RIGHT.  CONTINUE
 EG1736'WESTERLY ON THE GRAVELED ROAD FOR 0.65
 EG1736'MILE TO A TRACK ROAD LEADING INTO THE WOODS
 EG1736'ON THE LEFT.  TURN LEFT
 EG1736'AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO THREE DIM
 EG1736'FORKS.  TAKE THE
 EG1736'CENTER ROAD AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.45
 EG1736'MILE TO A CLEARED AREA
 EG1736'WHICH IS A PIPE LINE RIGHT-OF-WAY.  CROSS THE
 EG1736'CLEARED AREA AND CONTINUE SOUTH ON THE
 EG1736'TRACK FOR 0.05 MILE TO A
 EG1736'REVERSE Y-FORK.  CONTINUE SOUTHERLY ON THE TRACK ROAD
 EG1736'ABOUT 0.05 MILE TO
 EG1736'THE STATION ON THE LEFT.
 EG1736'
 EG1736'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 EG1736'
 EG1736'STATION MARK IS STAMPED FAY 1967 AND PROJECTS 4 INCHES.  IT IS 2.1
 EG1736'FEET SOUTHWEST OF
 EG1736'A METAL WITNESS POST, 12 FEET WEST OF AN 8 INCH OAK
 EG1736'TREE, 25 FEET NORTHWEST OF A 12 INCH
 EG1736'OAK TREE WITH A TRIANGULAR BLAZE
 EG1736'ON THE SOUTH SIDE, 53 FEET SOUTHEAST OF A 20 INCH OAK
 EG1736'TREE AND 57
 EG1736'FEET EAST OF THE CENTER OF THE TRACK ROAD.
 EG1736'
 EG1736'RM NO 1, STAMPED FAY NO 1 1967 PROJECTS 9 INCHES.  IT IS 2 FEET
 EG1736'SOUTHEAST OF A
 EG1736'METAL WITNESS POST, 12 FEET WEST OF THE TRACK ROAD AND
 EG1736'14 FEET SOUTHEAST OF THE CENTER
 EG1736'OF THE TRACK ROAD.
 EG1736'
 EG1736'RM NO 2, STAMPED FAY NO 2 1967 PROJECTS 5 INCHES.  IT IS 1 FOOT EAST
 EG1736'OF A METAL WITNESS
 EG1736'POST AND 8 FEET SOUTHEAST OF AN 8 INCH OAK TREE.
 EG1736'
 EG1736'RM NO 3, STAMPED FAY NO 3 1967 PROJECTS 8 INCHES.  IT IS 2.8 FEET
 EG1736'SOUTHWEST OF A
 EG1736'METAL WITNESS POST, 10 FEET SOUTHEAST OF A 10 INCH OAK
 EG1736'TREE AND 12 FEET NORTH OF AN 18
 EG1736'INCH OAK TREE.
 EG1736'
 EG1736'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1736
 EG1736                          STATION RECOVERY (1977)
 EG1736
 EG1736'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1736'THE STATION WAS VISITED 2-25-77 AND THE STATION MARK, RM NO 1, RM NO
 EG1736'2, AND RM NO 3 WERE FOUND IN GOOD CONDITION.  THE 1967 DESCRIPTION
 EG1736'IS ADEQUATE EXCEPT FOR THE FOLLOWING ADDITIONAL MEASUREMENTS.  RM NO
 EG1736'1 IS 69 FEET SOUTHWEST OF A 20 INCH OAK, 20.5 FEET SOUTHWEST OF A
 EG1736'10 INCH OAK, 13 FEET SOUTHEAST OF A 12 INCH OAK AND 14 FEET WEST
 EG1736'OF THE CENTER OF A WOODS ROAD.  RM NO 2 IS 68 FEET EAST OF THE
 EG1736'CENTER OF A WOODS ROAD, 42 FEET NORTHEAST OF A 20 INCH OAK AND
 EG1736'24.5 FEET SOUTH-SOUTHEAST OF A 20 INCH OAK.  RM NO 3 IS
 EG1736'60.5 FEET EAST OF A 18 INCH OAK, 51 FEET NORTH OF AN 18 INCH OAK
 EG1736'AND 26 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD.
 EG1736'
 EG1736'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 334 AND STATE HIGHWAY 331
 EG1736'ABOUT 8 MILES WEST OF TOCCOPOLA GO SOUTH OF STATE HIGHWAY 331 FOR
 EG1736'6.1 MILES TO A SIDE ROAD LEFT (0.15 MILE BEYOND A CROSSROAD).  TURN
 EG1736'LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.9 MILES TO A WOODS ROAD
 EG1736'ON THE RIGHT NEAR THE TOP OF A HILL NEAR THE BEGINNING OF A
 EG1736'CURVE.  TURN RIGHT AND GO SOUTH ON A WOODS ROAD FOR 0.5 MILE TO
 EG1736'THE CROSSING OF ANOTHER WOODS ROAD.  CONTINUE SOUTH ON A WOODS ROAD
 EG1736'FOR 0.35 MILE TO A REVERSE Y (125 YARDS BEYOND A PINE LINE).  TURN
 EG1736'LEFT AND GO EAST ON A WOODS ROAD FOR 100 YARDS TO THE STATION ON THE
 EG1736'LEFT.
 EG1736'
 EG1736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 EG1736'OF TOCCOPOLA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DF9042 ***********************************************************************
 DF9042  DESIGNATION -  FAY 1
 DF9042  PID         -  DF9042
 DF9042  STATE/COUNTY-  MS/JEFFERSON
 DF9042  USGS QUAD   -  FAYETTE (1988)
 DF9042
 DF9042                         *CURRENT SURVEY CONTROL
 DF9042  ___________________________________________________________________
 DF9042* NAD 83(2007)-  31 41 23.94112(N)    091 05 52.33521(W)     ADJUSTED  
 DF9042* NAVD 88     -              **(meters)            **(feet)            
 DF9042  ___________________________________________________________________
 DF9042  EPOCH DATE  -        2002.00
 DF9042  X           -    -104,083.023 (meters)                     COMP
 DF9042  Y           -  -5,431,228.871 (meters)                     COMP
 DF9042  Z           -   3,331,248.650 (meters)                     COMP
 DF9042  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DF9042  ELLIP HEIGHT-          35.711 (meters)          (02/10/07) ADJUSTED
 DF9042  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DF9042
 DF9042  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF9042  Type    PID    Designation                      North   East  Ellip
 DF9042  -------------------------------------------------------------------
 DF9042  NETWORK DF9042 FAY 1                             0.90   0.74   1.31
 DF9042  -------------------------------------------------------------------
 DF9042
 DF9042.The horizontal coordinates were established by GPS observations
 DF9042.and adjusted by the National Geodetic Survey in February 2007.
 DF9042
 DF9042.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF9042.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF9042.The horizontal coordinates are valid at the epoch date displayed above.
 DF9042.The epoch date for horizontal control is a decimal equivalence
 DF9042.of Year/Month/Day.
 DF9042
 DF9042
 DF9042.Photographs are available for this station.
 DF9042
 DF9042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9042
 DF9042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9042
 DF9042.The ellipsoidal height was determined by GPS observations
 DF9042.and is referenced to NAD 83.
 DF9042
 DF9042.The geoid height was determined by GEOID03.
 DF9042
 DF9042;                    North         East     Units Scale Factor Converg.
 DF9042;SPC MS W     -   243,029.187   627,517.076   MT  1.00001477   -0 24 05.9
 DF9042;SPC MS W     -   797,338.26  2,058,778.94   sFT  1.00001477   -0 24 05.9
 DF9042;UTM  15      - 3,507,645.974   680,283.108   MT  1.00000087   +0 59 58.2
 DF9042
 DF9042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9042!SPC MS W     -   0.99999439  x   1.00001477  =   1.00000916
 DF9042!UTM  15      -   0.99999439  x   1.00000087  =   0.99999526
 DF9042
 DF9042                          SUPERSEDED SURVEY CONTROL
 DF9042
 DF9042  NAD 83(1993)-  31 41 23.94073(N)    091 05 52.33480(W) AD(       ) B
 DF9042  ELLIP H (11/18/03)   35.721  (m)                       GP(       ) 4 1
 DF9042
 DF9042.Superseded values are not recommended for survey control.
 DF9042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9042.See file dsdata.txt to determine how the superseded data were derived.
 DF9042
 DF9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8028307646(NAD 83)
 DF9042_MARKER: DD = SURVEY DISK
 DF9042_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DF9042_SP_SET: XX
 DF9042_STAMPING: FAY-1
 DF9042_MARK LOGO: USACE 
 DF9042_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF9042+STABILITY: POSITION/ELEVATION WELL
 DF9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9042+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 DF9042
 DF9042  HISTORY     - Date     Condition        Report By
 DF9042  HISTORY     - 20030122 MONUMENTED       PYBURN
 DF9042
 DF9042                          STATION DESCRIPTION
 DF9042
 DF9042'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2003 (TO)
 DF9042'DESCRIBED BY PYBURN AND ODOM 2002.
 DF9042'THE STATION IS LOCATED 2 MILES SOUTHWEST OF FAYETTE, MISSISSIPPI,18
 DF9042'MILES NORTHEAST OF
 DF9042'NATCHEZ, MISSISSIPPI,AND 43 MILES WEST OF BROOKHAVEN, MISSISSIPPI. TO
 DF9042'REACH THE STATION
 DF9042'FROM THE INTERSECTIONN OF STATE ROUTE 33  AND U.S. ROUTE 61 NEAR
 DF9042'FAYETTE, MISSISSIPPI
 DF9042'PROCEED 1.55 MILES SOUTH ALONG U.S. ROUTE 61 TO THE STATION ON THE
 DF9042'LEFT. TO REACH THE
 DF9042'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 61 ANDU.S. ROUTE 98 NEAR
 DF9042'NATCHEZ,
 DF9042'MISSISSIPPI, PROCEED 15.7 MILES NORTHERLY ALONG U.S. HIGHWAY 61 TO THE
 DF9042'STATION ON THE
 DF9042'LEFT.THE STATION IS LOCATED ON THE U.S. HIGHWAY 61 BRIDGE OVER MUDD
 DF9042'ISLAND CREEK. THE
 DF9042'MARK IS A STANDARD 3 1/2 INCH COE BRONZE DISK SETFLUSH IN THE CONCRETE
 DF9042'HEADWALL OF THE
 DF9042'BRIDGE FOR THE NORTHBOUND LANE OF TRAFFIC. THE DISK IS LOCATED
 DF9042'AT THE SOUTHWEST CORNER OF THE BRIDGE, 21.5 FEET WEST OF THE
 DF9042'CENTERLINE OF THE
 DF9042'NORTHBOUND LANE OF U.S. HIGHWAY 61.  THE DISK IS STAMPED FAY - 1  2003
 DF9042'.
 DF9042'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0965 ***********************************************************************
 BW0965  DESIGNATION -  FAY RM 2
 BW0965  PID         -  BW0965
 BW0965  STATE/COUNTY-  MS/JEFFERSON
 BW0965  USGS QUAD   -  FAYETTE (1988)
 BW0965
 BW0965                         *CURRENT SURVEY CONTROL
 BW0965  ___________________________________________________________________
 BW0965* NAD 83(1986)-  31 42 31.     (N)    091 03 48.     (W)     SCALED    
 BW0965* NAVD 88     -        89.56   (+/-2cm)     293.8    (feet)  VERTCON   
 BW0965  ___________________________________________________________________
 BW0965  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0965
 BW0965.The horizontal coordinates were scaled from a topographic map and have
 BW0965.an estimated accuracy of +/- 6 seconds.
 BW0965
 BW0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0965.The vertical order pertains to the NGVD 29 superseded value.
 BW0965
 BW0965.The geoid height was determined by GEOID03.
 BW0965
 BW0965;                    North         East    Units  Estimated Accuracy
 BW0965;SPC MS W     -   245,070.      630,810.      MT  (+/- 180 meters Scaled)
 BW0965
 BW0965                          SUPERSEDED SURVEY CONTROL
 BW0965
 BW0965  NGVD 29 (??/??/92)   89.573  (m)          293.87   (f) ADJ UNCH    2 0
 BW0965
 BW0965.Superseded values are not recommended for survey control.
 BW0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0965.See file dsdata.txt to determine how the superseded data were derived.
 BW0965
 BW0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR835097(NAD 83)
 BW0965_MARKER: DR = REFERENCE MARK DISK
 BW0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0965_SP_SET: SIDEWALK
 BW0965_STAMPING: FAY NO 2 1948
 BW0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0965
 BW0965  HISTORY     - Date     Condition        Report By
 BW0965  HISTORY     - 1948     MONUMENTED       CGS
 BW0965  HISTORY     - 1970     GOOD             MSHD
 BW0965
 BW0965                          STATION DESCRIPTION
 BW0965
 BW0965'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0965'0.2 MI S FROM FAYETTE.
 BW0965'THE MARK IS LOCATED 0.2 MILE SOUTH OF THE CENTER OF FAYETTE, IN A SIDE
 BW0965'WALK IN THE NORTHEAST ANGLE OF THE INTERSECTION OF CHURCH STREET AND
 BW0965'U.S. HIGHWAY 61.  IT IS 132.83 FEET NORTHEAST OF THE STATION, 30 FEET
 BW0965'EAST OF THE CENTER OF HIGHWAY 61, 19 FEET NORTH OF THE CENTER OF
 BW0965'CHURCH STREET, 15.5 FEET SOUTHEAST OF A POWER LINE POLE WITH A LAMP
 BW0965'AND A TRANSFORMER, 5 FEET SOUTH OF A 4 FOOT CONCRETE WALL, 4.5 FEET
 BW0965'WEST OF THE BOTTOM STEP OF A 10 STEP APPROACH TO A HOUSE, 1 FOOT NORTH
 BW0965'OF THE NORTH EDGE OF A CURB, SET IN A DRILL HOLE IN A CONCRETE WALK
 BW0965'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH
 BW0965'FROM THE JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON U.S.
 BW0965'HIGHWAY 61 FOR 0.2 MILE TO THE INTERSECTION OF CHURCH STREET AND THE
 BW0965'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0966 ***********************************************************************
 BW0966  DESIGNATION -  FAY RM 3
 BW0966  PID         -  BW0966
 BW0966  STATE/COUNTY-  MS/JEFFERSON
 BW0966  USGS QUAD   -  FAYETTE (1988)
 BW0966
 BW0966                         *CURRENT SURVEY CONTROL
 BW0966  ___________________________________________________________________
 BW0966* NAD 83(1986)-  31 42 31.     (N)    091 03 48.     (W)     SCALED    
 BW0966* NAVD 88     -        89.00   (+/-2cm)     292.0    (feet)  VERTCON   
 BW0966  ___________________________________________________________________
 BW0966  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0966
 BW0966.The horizontal coordinates were scaled from a topographic map and have
 BW0966.an estimated accuracy of +/- 6 seconds.
 BW0966
 BW0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0966.The vertical order pertains to the NGVD 29 superseded value.
 BW0966
 BW0966.The geoid height was determined by GEOID03.
 BW0966
 BW0966;                    North         East    Units  Estimated Accuracy
 BW0966;SPC MS W     -   245,070.      630,810.      MT  (+/- 180 meters Scaled)
 BW0966
 BW0966                          SUPERSEDED SURVEY CONTROL
 BW0966
 BW0966  NGVD 29 (??/??/92)   89.014  (m)          292.04   (f) ADJ UNCH    2 0
 BW0966
 BW0966.Superseded values are not recommended for survey control.
 BW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0966.See file dsdata.txt to determine how the superseded data were derived.
 BW0966
 BW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR835097(NAD 83)
 BW0966_MARKER: DR = REFERENCE MARK DISK
 BW0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0966_SP_SET: APRON
 BW0966_STAMPING: FAY NO 3 1948
 BW0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0966
 BW0966  HISTORY     - Date     Condition        Report By
 BW0966  HISTORY     - 1948     MONUMENTED       CGS
 BW0966  HISTORY     - 1970     GOOD             MSHD
 BW0966
 BW0966                          STATION DESCRIPTION
 BW0966
 BW0966'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0966'0.25 MI S FROM FAYETTE.
 BW0966'THE MARK IS LOCATED 0.25 MILE SOUTH OF THE CENTER OF FAYETTE AT THE
 BW0966'SOUTHWEST CORNER OF GENUINE PARTS COMPANY.  IT IS 52.88 FEET EAST OF
 BW0966'THE STATION, 77.5 FEET EAST OF THE CENTER OF HIGHWAY 61, 2 FEET NORTH
 BW0966'OF THE SOUTHWEST CORNER OF THE PARTS BUILDING, 1 FOOT WEST OF THE WEST
 BW0966'EDGE OF THE BUILDING AND IS SET IN A DRILL HOLE IN THE CONCRETE APRON
 BW0966'IN FRONT OF THE GENUINE PARTS STORE.  NOTE-- TO REACH FROM THE
 BW0966'JEFFERSON COUNTY COURTHOUSE IN FAYETTE, GO SOUTH ON U.S. HIGHWAY 61
 BW0966'FOR 0.25 MILE TO THE GENUINE PARTS COMPANY AND THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2397 ***********************************************************************
 BW2397  DESIGNATION -  FAYETTE
 BW2397  PID         -  BW2397
 BW2397  STATE/COUNTY-  MS/JEFFERSON
 BW2397  USGS QUAD   -  FAYETTE (1988)
 BW2397
 BW2397                         *CURRENT SURVEY CONTROL
 BW2397  ___________________________________________________________________
 BW2397* NAD 83(1993)-  31 42 15.52027(N)    091 03 46.57917(W)     ADJUSTED  
 BW2397* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BW2397  ___________________________________________________________________
 BW2397  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BW2397  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW2397  HORZ ORDER  -  THIRD
 BW2397
 BW2397.The horizontal coordinates were established by classical geodetic methods
 BW2397.and adjusted by the National Geodetic Survey in May 1994.
 BW2397
 BW2397.The orthometric height was scaled from a topographic map.
 BW2397
 BW2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2397
 BW2397.The geoid height was determined by GEOID03.
 BW2397
 BW2397;                    North         East     Units Scale Factor Converg.
 BW2397;SPC MS W     -   244,595.139   630,839.582   MT  1.00000897   -0 23 00.4
 BW2397;SPC MS W     -   802,475.89  2,069,679.53   sFT  1.00000897   -0 23 00.4
 BW2397;UTM  15      - 3,509,292.711   683,566.309   MT  1.00001561   +1 01 05.8
 BW2397
 BW2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2397!SPC MS W     -   0.99998676  x   1.00000897  =   0.99999573
 BW2397!UTM  15      -   0.99998676  x   1.00001561  =   1.00000237
 BW2397
 BW2397:                Primary Azimuth Mark                     Grid Az
 BW2397:SPC MS W     -  FAY                                      001 20 08.2
 BW2397:UTM  15      -  FAY                                      359 56 02.0
 BW2397
 BW2397|---------------------------------------------------------------------|
 BW2397| PID    Reference Object                     Distance      Geod. Az  |
 BW2397|                                                           dddmmss.s |
 BW2397| BW0964 FAY                                 467.446 METERS 0005707.8 |
 BW2397| CW9822 FAYETTE RM 1                         25.902 METERS 10032     |
 BW2397| BW2368 MCNAIR                              APPROX. 8.8 KM 1205850.0 |
 BW2397| CW9823 FAYETTE RM 2                         20.254 METERS 17654     |
 BW2397| CW9821 FAYETTE AZ MK                                      2844134.9 |
 BW2397| BW0963 FAY AZ MK                           APPROX. 0.5 KM 3224129.8 |
 BW2397| BW0967 FAYETTE 2                             8.124 METERS 32655     |
 BW2397|---------------------------------------------------------------------|
 BW2397
 BW2397                          SUPERSEDED SURVEY CONTROL
 BW2397
 BW2397  NAD 83(1986)-  31 42 15.53505(N)    091 03 46.57521(W) AD(       ) 3
 BW2397  NAD 27      -  31 42 14.94400(N)    091 03 46.20100(W) AD(       ) 3
 BW2397
 BW2397.Superseded values are not recommended for survey control.
 BW2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2397.See file dsdata.txt to determine how the superseded data were derived.
 BW2397
 BW2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8356609293(NAD 83)
 BW2397_MARKER: DS = TRIANGULATION STATION DISK
 BW2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2397
 BW2397  HISTORY     - Date     Condition        Report By
 BW2397  HISTORY     - 1948     MONUMENTED       CGS
 BW2397  HISTORY     - 1956     GOOD             CGS
 BW2397  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BW2397
 BW2397                          STATION DESCRIPTION
 BW2397
 BW2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2397'THE STATION IS LOCATED ON A SMALL PROMINENT HILL COVERED PARTLY
 BW2397'WITH SCATTERED PINE AND CIDER TREES, ABOUT 0.5 MILE SOUTHEAST
 BW2397'OF FAYETTE, AND ON LAND OWNED BY THE CITY OF FAYETTE.  THE MARK
 BW2397'IS 33.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TIN SHED
 BW2397'COVERING THE CITY WATER RESERVOIR, 17.7 FEET EAST OF THE
 BW2397'SOUTHEAST CORNER OF THE BUILDING, AND 14.3 FEET SOUTH-SOUTHEAST
 BW2397'OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE
 BW2397'DISK IS STAMPED FAYETTE 1948.
 BW2397'
 BW2397'REFERENCE MARK NO. 1 IS 84.98 FEET EAST-SOUTHEAST OF THE STATION,
 BW2397'(SLOPE MEASUREMENT) 2 FEET NORTH OF A WIRE FENCE, AND 14 FEET
 BW2397'SOUTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.  THE MARK
 BW2397'PROJECTS 2 INCHES, AND THE DISK IS STAMPED FAYETTE NO 1 1948
 BW2397'
 BW2397'REFERENCE MARK NO. 2 IS 66.45 FEET SOUTH OF THE STATION.  THE
 BW2397'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAYETTE NO 2 1948
 BW2397'
 BW2397'THE AZIMUTH MARK IS APPROXIMATE 0.4 MILE WEST-NORTHWEST OF THE
 BW2397'STATION, 57.4 FEET EAST OF THE NORTHEAST CORNER OF A STANDARD
 BW2397'OIL GAS STATION, 41 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 BW2397'61, AND 39.7 FEET NORTH OF A STANDARD OIL IRON SIGN POST.  THE
 BW2397'DISK IS SET IN A DRILLED HOLE IN THE CONCRETE DRIVEWAY OF THE
 BW2397'GAS STATION.  THE MARK IS FLUSH WITH THE CONCRETE, AND THE DISK
 BW2397'IS STAMPED FAYETTE 1948.
 BW2397'
 BW2397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BW2397'STATE HIGHWAY 20 IN FAYETTE, GO SOUTH ON THE FORMER FOR 0.2
 BW2397'MILE TO A CROSS STREET AND THE CHEVROLET GARAGE ON THE LEFT.
 BW2397'TURN LEFT, EAST, AND GO ON THE MAIN STREET FOR 0.15 MILE TO
 BW2397'THE END OF THE PAVEMENT.  CONTINUE EAST FOR 0.15 MILE TO A
 BW2397'RAILROAD TRACK.  TURN RIGHT, SOUTH, ON THE EAST SIDE OF THE
 BW2397'TRACK FOR 0.1 MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND GO
 BW2397'EAST AND SOUTH FOR 0.3 MILE UP A STEEP GRADE TO THE SUMMIT OF
 BW2397'THE HILL AND THE STATION AS DESCRIBED.
 BW2397'
 BW2397'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. 61 AND STATE
 BW2397'HIGHWAY 20 IN FAYETTE, GO SOUTH ON THE FORMER FOR 0.5 MILE TO
 BW2397'A STANDARD OIL GAS STATION ON THE RIGHT AND THE AZIMUTH MARK
 BW2397'AS DESCRIBED.
 BW2397'
 BW2397'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BW2397
 BW2397                          STATION RECOVERY (1956)
 BW2397
 BW2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2397'THE STATION WAS VISITED 5-22-56 AND THE STATION AND THE REFERENCE
 BW2397'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BW2397'SEARCHED FOR WITHOUT RESULTS.  THE STANDARD FILLING STATION IS
 BW2397'NOW A AUTOMOTIVE PARTS HOUSE AND SOUTHLAND SERVICE STATION.
 BW2397'THE DRIVEWAY HAS BEEN CHANGED IN FRONT OF THE BUILDING AND SOME
 BW2397'OF THE CONCRETE HAS BEEN COVERED WITH ASPHALT COVERING THE MARK.
 BW2397'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 BW2397
 BW2397                          STATION RECOVERY (1960)
 BW2397
 BW2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BW2397'THE STATION WAS VISITED 7-18-60 AND THE STATION MARK AND
 BW2397'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2397'MARK AND REFERENCE MARK NO. 1 WERE FOUND DESTROYED.  THE DISK
 BW2397'FOR REFERENCE MARK NO. 1 WAS RECLAIMED AT THIS DATE.  AT THE
 BW2397'REQUEST OF THE FAYETTE TOWN BOARD THE STATION WAS MOVED IN
 BW2397'ORDER THAT A NEW STANDPIPE COULD BE ERRECTED AT THE SITE.
 BW2397'STATION FAYETTE 2 1960 WAS ESTABLISHED 8.124 METERS NORTHWEST
 BW2397'OF THE STATION, REFERENCE MARKS NO. 3 AND NO. 4 WERE
 BW2397'ESTABLISHED FOR THIS STATION.  REFERENCE MARK NO. 2 WAS
 BW2397'DESTROYED AT THIS DATE AND THE DISK RECLAIMED.  THE STATION
 BW2397'SURFACE MARK WAS RECLAIMED AND THE SUB-SURFACE MARK WILL
 BW2397'BE UNDER THE NEW STANDPIPE IF IT IS NOT DESTROYED
 BW2397'DURING CONSTRUCTION.  SEE DESCRIPTION OF FAYETTE 2 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0967 ***********************************************************************
 BW0967  DESIGNATION -  FAYETTE 2
 BW0967  PID         -  BW0967
 BW0967  STATE/COUNTY-  MS/JEFFERSON
 BW0967  USGS QUAD   -  FAYETTE (1988)
 BW0967
 BW0967                         *CURRENT SURVEY CONTROL
 BW0967  ___________________________________________________________________
 BW0967* NAD 83(1993)-  31 42 15.74128(N)    091 03 46.74757(W)     NO CHECK  
 BW0967* NAVD 88     -       110.38   (+/-2cm)     362.1    (feet)  VERTCON   
 BW0967  ___________________________________________________________________
 BW0967  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BW0967  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BW0967  HORZ ORDER  -  THIRD
 BW0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0967
 BW0967.The horizontal coordinates were established by classical geodetic methods
 BW0967.and adjusted by the National Geodetic Survey in May 1994.
 BW0967.No horizontal observational check was made to the station.
 BW0967
 BW0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0967.The vertical order pertains to the NGVD 29 superseded value.
 BW0967
 BW0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0967
 BW0967.The geoid height was determined by GEOID03.
 BW0967
 BW0967;                    North         East     Units Scale Factor Converg.
 BW0967;SPC MS W     -   244,601.975   630,835.193   MT  1.00000898   -0 23 00.5
 BW0967;SPC MS W     -   802,498.31  2,069,665.13   sFT  1.00000898   -0 23 00.5
 BW0967;UTM  15      - 3,509,299.439   683,561.754   MT  1.00001558   +1 01 05.7
 BW0967
 BW0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0967!SPC MS W     -   0.99998676  x   1.00000898  =   0.99999574
 BW0967!UTM  15      -   0.99998676  x   1.00001558  =   1.00000234
 BW0967
 BW0967|---------------------------------------------------------------------|
 BW0967| PID    Reference Object                     Distance      Geod. Az  |
 BW0967|                                                           dddmmss.s |
 BW0967| BW2397 FAYETTE                               8.124 METERS 14655     |
 BW0967| BW0968 FAYETTE 2 RM 3                       16.995 METERS 22510     |
 BW0967| BW0969 FAYETTE 2 RM 4                       16.376 METERS 33845     |
 BW0967|---------------------------------------------------------------------|
 BW0967
 BW0967                          SUPERSEDED SURVEY CONTROL
 BW0967
 BW0967  NAD 83(1986)-  31 42 15.75606(N)    091 03 46.74361(W) AD(       ) 3
 BW0967  NAD 27      -  31 42 15.16500(N)    091 03 46.36940(W) AD(       ) 3
 BW0967  NGVD 29 (??/??/92)  110.390  (m)          362.17   (f) ADJ UNCH    2 0
 BW0967
 BW0967.Superseded values are not recommended for survey control.
 BW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0967.See file dsdata.txt to determine how the superseded data were derived.
 BW0967
 BW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8356209299(NAD 83)
 BW0967_MARKER: DS = TRIANGULATION STATION DISK
 BW0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0967_STAMPING: FAYETTE 2 1960
 BW0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0967+STABILITY: SURFACE MOTION
 BW0967
 BW0967  HISTORY     - Date     Condition        Report By
 BW0967  HISTORY     - 1960     MONUMENTED       CGS
 BW0967  HISTORY     - 1970     GOOD             MSHD
 BW0967  HISTORY     - 1970     GOOD             MSHD
 BW0967
 BW0967                          STATION DESCRIPTION
 BW0967
 BW0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 BW0967'THE STATION IS LOCATED ON THE TOP OF THE HIGHEST HILL IN THE
 BW0967'VICINITY, 0.5 MILE SOUTHEAST OF FAYETTE, AT THE SITE OF THE
 BW0967'MUNICIPAL STANDPIPE, ON PROPERTY OWNED BY THE CITY.  IT IS WEST
 BW0967'OF THE OLD RESERVOIR AND NORTHWEST OF THE NEW STANDPIPE.  IT IS
 BW0967'11.5 FEET WEST OF THE WEST WALL OF THE RESERVOIR, 70 FEET
 BW0967'NORTH-NORTHWEST OF A HOUSE SOUTH OF THE NEW STANDPIPE, 8 FEET
 BW0967'EAST OF WHERE THE HILL DROPS OFF TO THE WEST, 53 FEET SOUTHEAST
 BW0967'OF A POWER POLE, 78 FEET NORTH OF A 12-INCH PECAN TREE AND
 BW0967'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BW0967'STAMPED FAYETTE 2 1960, PROJECTING 2 INCHES.
 BW0967'
 BW0967'REFERENCE MARK NO. 3 IS 55.76 FEET SOUTHWEST OF THE STATION,
 BW0967'48 FEET WEST-NORTHWEST OF A 12-INCH PECAN TREE, 65 FEET NORTHWEST
 BW0967'OF THE NORTHWEST CORNER OF THE HOUSE ON THE TOP OF THE HILL,
 BW0967'36 FEET NORTH-NORTHEAST OF A 12-INCH PECAN TREE, 4 FEET NORTH
 BW0967'OF A FENCE LINE, 4 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 BW0967'CITY PROPERTY, 7.5 FEET EAST OF AN 8-INCH CEDAR TREE AND 1 FOOT
 BW0967'WEST OF A METAL WITNESS POST.  IT IS ABOUT 4 FEET LOWER THAN
 BW0967'THE STATION.  IT IS A STANDARD DISK, STAMPED FAYETTE 2 NO 3
 BW0967'1960, PROJECTING 6 INCHES.
 BW0967'
 BW0967'REFERENCE MARK NO. 4 IS 53.73 FEET NORTH-NORTHWEST OF THE STATION,
 BW0967'48 FEET WEST OF A POWER POLE, 44 FEET NORTHWEST OF THE OLD CITY
 BW0967'RESERVOIR, 7 FEET NORTHEAST OF A CEDAR TREE AND A 3-INCH IRON
 BW0967'PIPE WHICH IS THE NORTHWEST CORNER OF THE CITY PROPERTY AND 1
 BW0967'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BW0967'STAMPED FAYETTE 2 NO 4 1960, PROJECTING 6 INCHES.
 BW0967'
 BW0967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 BW0967'U.S. HIGHWAY 61 IN FAYETTE, GO EAST ON STATE HIGHWAY 28 FOR 0.2
 BW0967'MILE TO A STOP LIGHT AND THE SCHOOL ON THE LEFT, JUST BEFORE
 BW0967'REACHING THE RAILROAD UNDERPASS, TURN RIGHT AND GO 0.25 MILE
 BW0967'TO THE RAILROAD TRACK, CROSS TRACKS, TURN RIGHT AND GO ABOUT
 BW0967'1 BLOCK TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE TO CORBAN
 BW0967'STREET, TURN RIGHT AND GO 0.2 MILE TO THE TOP OF THE HILL AND
 BW0967'THE STANDPIPE AND THE STATION ON THE RIGHT.
 BW0967
 BW0967                          STATION RECOVERY (1970)
 BW0967
 BW0967'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW0967'THE STATION WAS VISITED 1-7-70 AND THE STATION MARK, REFERENCE
 BW0967'MARK NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.
 BW0967'
 BW0967'THE STATION IS LOCATED 0.5 MILE SOUTHEAST OF FAYETTE ON TOP OF
 BW0967'THE HIGHEST POINT IN THE VICINITY ON THE SITE OF THE MUNICIPAL
 BW0967'STANDPIPES, AND ON PROPERTY OWNED BY THE CITY OF FAYETTE.  IT IS
 BW0967'65.5 FEET EAST OF THE EAST EDGE OF THE WEST ONE OF TWO STEEL
 BW0967'STANDPIPES, 77 FEET NORTH OF A 12 INCH PECAN, 50.5 FEET WEST OF A
 BW0967'14 INCH CEDAR, 24 FEET NORTH OF A 12 INCH PIPE LEADING INTO THE
 BW0967'WEST SIDE OF THE EAST STANDPIPE, 53 FEET SOUTH SOUTHWEST OF A
 BW0967'UTILITY POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW0967'
 BW0967'IT IS A C AND GS TRIANGULATION DISK, STAMPED FAYETTE 2 1960
 BW0967'PROJECTING 4 INCHES.
 BW0967'
 BW0967'REFERENCE MARK NO. 3 IS 55.76 FEET SOUTHWEST OF THE STATION.  IT
 BW0967'IS 64.5 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH
 BW0967'OF A FRAME HOUSE, 48 FEET NORTHWEST OF A 12 INCH PECAN, 36 FEET
 BW0967'NORTH NORTHEAST OF A 10 INCH PECAN, 8 FEET NORTHEAST OF A 9
 BW0967'INCH CEDAR, 5.5 FEET NORTH OF A FENCE CORNER AND 1 FOOT NORTHWEST
 BW0967'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW0967'STAMPED FAYETTE 2 NO 3 1960 PROJECTING 1 INCH.
 BW0967'
 BW0967'REFERENCE MARK NO. 4 IS 53.73 FEET NORTH NORTHWEST OF THE
 BW0967'STATION.  IT IS 48 FEET WEST SOUTHWEST OF A UTILITY POLE,
 BW0967'5.5 FEET NORTH OF A 7 INCH CEDAR, 6.5 FEET SOUTHEAST OF A 10
 BW0967'INCH TWIN CEDAR AND 1 FOOT NORTH OF A METAL WITNESS POST IN
 BW0967'A FENCE LINE.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW0967'FAYETTE 2 NO 4 1960 PROJECTING 4 INCHES.
 BW0967'
 BW0967'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 91.50
 BW0967'FEET.
 BW0967'
 BW0967'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE AT
 BW0967'THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 61 IN FAYETTE,
 BW0967'GO SOUTH ON U.S. HIGHWAY 61 FOR 0.2 MILE TO THE INTERSECTION
 BW0967'OF CHURCH STREET.  TURN LEFT (EAST) AND CONTINUE ON CHURCH
 BW0967'STREET FOR 0.25 MILE TO A T-INTERSECTION ON THE SOUTH SIDE OF THE
 BW0967'RAILROAD TRACK.  TURN RIGHT AND CONTINUE SOUTHWEST ON A ROAD
 BW0967'PARALLELING THE RAILROAD TRACK FOR 0.15 MILE TO A FORK.  TAKE
 BW0967'THE LEFT FORK AND CONTINUE SOUTH ON RESERVOIR STREET FOR 0.1
 BW0967'MILE TO A T-INTERSECTION.  TURN RIGHT (WEST) AND CONTINUE ON
 BW0967'CARBAN STREET FOR 0.1 MILE TO THE TOP OF A HILL AND THE
 BW0967'STANDPIPES AND THE STATION AS DESCRIBED.
 BW0967'
 BW0967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 BW0967'SOUTHEAST OF FAYETTE
 BW0967
 BW0967                          STATION RECOVERY (1970)
 BW0967
 BW0967'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0967'0.5 MI SE FROM FAYETTE.
 BW0967'THE MARK IS LOCATED 0.5 MILE SOUTHEAST OF FAYETTE ON TOP OF THE
 BW0967'HIGHEST POINT IN THE VICINITY ON THE SITE OF THE MUNICIPAL STANDPIPES.
 BW0967'IT IS 65.5 FEET EAST OF THE EAST EDGE OF THE WEST ONE OF TWO STEEL
 BW0967'STANDPIPES, 77 FEET NORTH OF A 12 INCH PECAN, 50.5 FEET WEST OF A
 BW0967'14-INCH CEDAR, 24 FEET NORTH OF A 12-INCH PIPE LEADING INTO THE WEST
 BW0967'SIDE OF THE EAST STANDPIPE, 53 FEET SOUTH-SOUTHWEST OF A UTILITY POLE,
 BW0967'1 FOOT WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 BW0967'12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.  NOTE-- TO REACH THE
 BW0967'MARK FROM THE JEFFERSON COUNTY COURTHOUSE GO SOUTH ON U.S. HIGHWAY 61
 BW0967'FOR 0.2 MILE TO THE INTERSECTION OF CHURCH STREET.  TURN LEFT AND
 BW0967'CONTINUE EAST ON CHURCH STREET FOR 0.25 MILE TO A T INTERSECTION ON
 BW0967'THE SOUTH SIDE OF THE RAILROAD TRACK.  TURN RIGHT AND CONTINUE
 BW0967'SOUTHWEST ON A ROAD PARALLELING THE RAILROAD TRACK FOR 0.15 MILE TO A
 BW0967'FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON RESERVOIR STREET FOR
 BW0967'0.1 MILE TO A T INTERSECTION.  TURN RIGHT AND CONTINUE WEST ON CARBAN
 BW0967'STREET FOR 0.1 MILE TO THE TOP OF A HILL AND THE STANDPIPES AND THE
 BW0967'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0968 ***********************************************************************
 BW0968  DESIGNATION -  FAYETTE 2 RM 3
 BW0968  PID         -  BW0968
 BW0968  STATE/COUNTY-  MS/JEFFERSON
 BW0968  USGS QUAD   -  FAYETTE (1988)
 BW0968
 BW0968                         *CURRENT SURVEY CONTROL
 BW0968  ___________________________________________________________________
 BW0968* NAD 83(1986)-  31 42 16.     (N)    091 03 46.     (W)     SCALED    
 BW0968* NAVD 88     -       108.94   (+/-2cm)     357.4    (feet)  VERTCON   
 BW0968  ___________________________________________________________________
 BW0968  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0968
 BW0968.The horizontal coordinates were scaled from a topographic map and have
 BW0968.an estimated accuracy of +/- 6 seconds.
 BW0968
 BW0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0968.The vertical order pertains to the NGVD 29 superseded value.
 BW0968
 BW0968.The geoid height was determined by GEOID03.
 BW0968
 BW0968;                    North         East    Units  Estimated Accuracy
 BW0968;SPC MS W     -   244,610.      630,860.      MT  (+/- 180 meters Scaled)
 BW0968
 BW0968                          SUPERSEDED SURVEY CONTROL
 BW0968
 BW0968  NGVD 29 (??/??/92)  108.947  (m)          357.44   (f) ADJ UNCH    2 0
 BW0968
 BW0968.Superseded values are not recommended for survey control.
 BW0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0968.See file dsdata.txt to determine how the superseded data were derived.
 BW0968
 BW0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR835093(NAD 83)
 BW0968_MARKER: DR = REFERENCE MARK DISK
 BW0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0968_STAMPING: FAYETTE 2 NO 3 1960
 BW0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0968+STABILITY: SURFACE MOTION
 BW0968
 BW0968  HISTORY     - Date     Condition        Report By
 BW0968  HISTORY     - 1960     MONUMENTED       CGS
 BW0968  HISTORY     - 1970     GOOD             MSHD
 BW0968
 BW0968                          STATION DESCRIPTION
 BW0968
 BW0968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0968'0.5 MI SE FROM FAYETTE.
 BW0968'THE MARK IS LOCATED 0.5 MILE SOUTHEAST OF FAYETTE ON TOP OF THE
 BW0968'HIGHEST POINT IN THE VICINITY ON THE SITE OF THE MUNICIPAL STANDPIPES.
 BW0968'IT IS 55.76 FEET SOUTHWEST OF THE STATION, 64.5 FEET WEST-NORTHWEST
 BW0968'OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 48 FEET
 BW0968'NORTHWEST OF A 12-INCH PECAN, 36 FEET NORTH-NORTHEAST OF A 10-INCH
 BW0968'PECAN, 8 FEET NORTHEAST OF A 9-INCH CEDAR, 5.5 FEET NORTH OF A FENCE
 BW0968'CORNER, 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE
 BW0968'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 1 INCH. NOTE-- TO
 BW0968'REACH THE MARK FROM THE JEFFERSON COUNTY COURTHOUSE GO SOUTH ON U.S.
 BW0968'HIGHWAY 61 FOR 0.2 MILE TO THE INTERSECTION OF CHURCH STREET. TURN
 BW0968'LEFT AND CONTINUE EAST ON CHURCH STREET FOR 0.25 MILE TO A T
 BW0968'INTERSECTION ON THE SOUTH SIDE OF THE RAILROAD TRACK. TURN RIGHT AND
 BW0968'CONTINUE SOUTHWEST ON A ROAD PARALLELING THE RAILROAD TRACK FOR 0.15
 BW0968'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON RESERVOIR
 BW0968'STREET FOR 0.1 MILE TO A T INTERSECTION.  TURN RIGHT AND CONTINUE WEST
 BW0968'ON CARBAN STREET FOR 0.1 MILE TO THE TOP OF A HILL AND THE STANDPIPES
 BW0968'AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0969 ***********************************************************************
 BW0969  DESIGNATION -  FAYETTE 2 RM 4
 BW0969  PID         -  BW0969
 BW0969  STATE/COUNTY-  MS/JEFFERSON
 BW0969  USGS QUAD   -  FAYETTE (1988)
 BW0969
 BW0969                         *CURRENT SURVEY CONTROL
 BW0969  ___________________________________________________________________
 BW0969* NAD 83(1986)-  31 42 16.     (N)    091 03 46.     (W)     SCALED    
 BW0969* NAVD 88     -       108.31   (+/-2cm)     355.3    (feet)  VERTCON   
 BW0969  ___________________________________________________________________
 BW0969  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0969
 BW0969.The horizontal coordinates were scaled from a topographic map and have
 BW0969.an estimated accuracy of +/- 6 seconds.
 BW0969
 BW0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0969.The vertical order pertains to the NGVD 29 superseded value.
 BW0969
 BW0969.The geoid height was determined by GEOID03.
 BW0969
 BW0969;                    North         East    Units  Estimated Accuracy
 BW0969;SPC MS W     -   244,610.      630,860.      MT  (+/- 180 meters Scaled)
 BW0969
 BW0969                          SUPERSEDED SURVEY CONTROL
 BW0969
 BW0969  NGVD 29 (??/??/92)  108.323  (m)          355.39   (f) ADJ UNCH    2 0
 BW0969
 BW0969.Superseded values are not recommended for survey control.
 BW0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0969.See file dsdata.txt to determine how the superseded data were derived.
 BW0969
 BW0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR835093(NAD 83)
 BW0969_MARKER: DR = REFERENCE MARK DISK
 BW0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0969_STAMPING: FAYETTE 2 NO 4 1960
 BW0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0969+STABILITY: SURFACE MOTION
 BW0969
 BW0969  HISTORY     - Date     Condition        Report By
 BW0969  HISTORY     - 1960     MONUMENTED       CGS
 BW0969  HISTORY     - 1970     GOOD             MSHD
 BW0969
 BW0969                          STATION DESCRIPTION
 BW0969
 BW0969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BW0969'0.5 MI SE FROM FAYETTE.
 BW0969'THE MARK IS LOCATED 0.5 MILE SOUTHEAST OF FAYETTE ON THE SITE OF THE
 BW0969'MUNICIPAL STANDPIPES.  IT IS 53.73 FEET NORTH-NORTHWEST OF THE
 BW0969'STATION.  IT IS 48 FEET WEST-SOUTHWEST OF A UTILITY POLE, 5.5 FEET
 BW0969'NORTH OF A 7-INCH CEDAR, 6.5 FEET SOUTHEAST OF A 10-INCH TWIN CEDAR
 BW0969'AND 1 FOOT NORTH OF A METAL WITNESS POST IN A FENCE LINE.  IT IS SET
 BW0969'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 BW0969'NOTE-- TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE AT
 BW0969'THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY 61 IN FAYETTE GO
 BW0969'SOUTH ON U.S. HIGHWAY 61 FOR 0.2 MILE TO THE INTERSECTION OF CHURCH
 BW0969'STREET.  TURN LEFT (EAST) AND CONTINUE ON CHURCH STREET FOR 0.25 MILE
 BW0969'TO A T INTERSECTION ON THE SIDE OF THE RAILROAD TRACK.  TURN RIGHT AND
 BW0969'CONTINUE SOUTHWEST ON A ROAD PARALLELING THE RAILROAD TRACK FOR 0.15
 BW0969'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON RESERVOIR
 BW0969'STREET FOR 0.1 MILE TO A T INTERSECTION.  TURN RIGHT (WEST) AND
 BW0969'CONTINUE ON CARBAN STREET FOR 0.1 MILE TO THE TOP OF A HILL AND THE
 BW0969'STANDPIPES AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1567 ***********************************************************************
 EG1567  DESIGNATION -  FEDERAL
 EG1567  PID         -  EG1567
 EG1567  STATE/COUNTY-  MS/MONROE
 EG1567  USGS QUAD   -  SHANNON (1979)
 EG1567
 EG1567                         *CURRENT SURVEY CONTROL
 EG1567  ___________________________________________________________________
 EG1567* NAD 83(1993)-  34 02 20.80417(N)    088 41 46.21097(W)     ADJUSTED  
 EG1567* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 EG1567  ___________________________________________________________________
 EG1567  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EG1567  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1567  HORZ ORDER  -  FIRST
 EG1567
 EG1567.The horizontal coordinates were established by classical geodetic methods
 EG1567.and adjusted by the National Geodetic Survey in May 1994.
 EG1567
 EG1567.The orthometric height was scaled from a topographic map.
 EG1567
 EG1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1567
 EG1567.The geoid height was determined by GEOID03.
 EG1567
 EG1567;                    North         East     Units Scale Factor Converg.
 EG1567;SPC MS E     -   503,293.927   312,665.392   MT  0.99995198   +0 04 36.4
 EG1567;SPC MS E     - 1,651,223.49  1,025,803.04   sFT  0.99995198   +0 04 36.4
 EG1567;UTM  16      - 3,767,790.203   343,425.622   MT  0.99990221   -0 56 58.7
 EG1567
 EG1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1567!SPC MS E     -   0.99998737  x   0.99995198  =   0.99993935
 EG1567!UTM  16      -   0.99998737  x   0.99990221  =   0.99988958
 EG1567
 EG1567:                Primary Azimuth Mark                     Grid Az
 EG1567:SPC MS E     -  FEDERAL AZ MK                            021 09 27.1
 EG1567:UTM  16      -  FEDERAL AZ MK                            022 11 02.2
 EG1567
 EG1567|---------------------------------------------------------------------|
 EG1567| PID    Reference Object                     Distance      Geod. Az  |
 EG1567|                                                           dddmmss.s |
 EG1567| AI2680 FEDERAL AZ MK                                      0211403.5 |
 EG1567| AI2678 FEDERAL RM 1                         26.616 METERS 09229     |
 EG1567| DJ1901 CRAIG                               APPROX.25.0 KM 1732334.4 |
 EG1567| AI2679 FEDERAL RM 2                         22.492 METERS 32801     |
 EG1567|---------------------------------------------------------------------|
 EG1567
 EG1567                          SUPERSEDED SURVEY CONTROL
 EG1567
 EG1567  NAD 83(1993)-  34 02 20.81147(N)    088 41 46.20952(W) AD(       ) 1
 EG1567  NAD 83(1986)-  34 02 20.81440(N)    088 41 46.20925(W) AD(       ) 1
 EG1567  NAD 27      -  34 02 20.41400(N)    088 41 46.03100(W) AD(       ) 1
 EG1567
 EG1567.Superseded values are not recommended for survey control.
 EG1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1567.See file dsdata.txt to determine how the superseded data were derived.
 EG1567
 EG1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4342667790(NAD 83)
 EG1567_MARKER: DS = TRIANGULATION STATION DISK
 EG1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1567_STAMPING: FEDERAL 1935
 EG1567_MARK LOGO: CGS   
 EG1567_PROJECTION: PROJECTING 15 CENTIMETERS
 EG1567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1567+STABILITY: SURFACE MOTION
 EG1567
 EG1567  HISTORY     - Date     Condition        Report By
 EG1567  HISTORY     - 1935     MONUMENTED       CGS
 EG1567  HISTORY     - 1950     GOOD             CGS
 EG1567  HISTORY     - 1963     GOOD             MSHD
 EG1567  HISTORY     - 1970     GOOD             MSU
 EG1567  HISTORY     - 19800621 GOOD             NGS
 EG1567
 EG1567                          STATION DESCRIPTION
 EG1567
 EG1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 EG1567'ABOUT 4 MILES NORTHEAST OF OKALONA, 1.25 MILES EAST OF THE
 EG1567'MONROE-CHICKASAW AND
 EG1567'OCCUPIED BY N A BROWN, AT THE SOUTHERN EDGE OF PASTURE, ABOUT 150
 EG1567'YARDS NORTHEAST OF THE
 EG1567'BROWN RESIDENCE, ABOUT 60 FEET EAST OF OLD
 EG1567'BARN, 40 FEET NORTH OF CENTER LINE OF
 EG1567'ROAD AND 17 FEET NORTH OF FENCE
 EG1567'LINE.
 EG1567'
 EG1567'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 23 AT THE HARRIS
 EG1567'GARAGE IN OKALONA,
 EG1567'GO EAST ON STATE HIGHWAY 41 FOR 3.9 MILES AND KEEP
 EG1567'STRAIGHT AHEAD, WHERE THE ROAD TURNS
 EG1567'RIGHT PROCEED ABOUT 50 YARDS TO
 EG1567'CROSSROADS, TURN LEFT AND FOLLOW 2.55 MILES TO A T-ROAD
 EG1567'LEFT, TURN LEFT
 EG1567'AND CONTINUE ABOUT 0.75 MILE TO THE HOME OF MR BROWN AND THE
 EG1567'STATION.
 EG1567'
 EG1567'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1567'DISKS SET IN CONCRETE.
 EG1567'
 EG1567'R M NO 1 IS EAST OF THE STATION IN PASTURE, 8 FEET NW OF FENCE
 EG1567'CORNER.
 EG1567'
 EG1567'R M NO 2 IS NW OF THE STATION IN PASTURE, 5 FEET S OF FENCE CORNER,
 EG1567'AT SOUTHERN EDGE OF
 EG1567'LAKE.
 EG1567'
 EG1567'AZIMUTH MARK IS ABOUT 250 YARDS N-NE OF THE STATION IN PASTURE, 150
 EG1567'FEET NE OF NE CORNER OF OLD
 EG1567'ABANDONED DWELLING.
 EG1567'
 EG1567'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 EG1567'
 EG1567'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 EG1567
 EG1567                          STATION RECOVERY (1950)
 EG1567
 EG1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1567'THE STATION WAS RECOVERED AS DESCRIBED BY M A H IN 1935 AND ALL MARKS
 EG1567'WERE FOUND IN GOOD
 EG1567'CONDITION.  A DESCREPANCY WAS FOUND IN BOTH DIRECTION
 EG1567'AND DISTANCE TO THE REFERENCE
 EG1567'MARKS, AND THE WORK WAS RECHECKED BY
 EG1567'THIS PARTY.
 EG1567'
 EG1567'THE STATION MARK IS A STANDARD DISK STAMPED FEDERAL 1935.
 EG1567'
 EG1567'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED FEDERAL
 EG1567'AZI 1935.
 EG1567'
 EG1567'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED FEDERAL NO 1 1935.
 EG1567'
 EG1567'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED FEDERAL NO 2 1935.
 EG1567'
 EG1567'HEIGHT OF LIGHT ABOVE MARK 33 METERS.
 EG1567
 EG1567                          STATION RECOVERY (1963)
 EG1567
 EG1567'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 EG1567'THE STATION WAS VISITED 1 - 10 - 63 AND THE STATION, R M 1 AND THE
 EG1567'AZIMUTH MARK WERE
 EG1567'FOUND IN GOOD CONDITION.
 EG1567'
 EG1567'R M 2 HAD BEEN DESTROYED.
 EG1567'
 EG1567'DESCRIPTION IS NO LONGER ADEQUATE DUE TO ROAD CHANGES.  A NEW AND TO
 EG1567'REACH FOLLOWS.  THE
 EG1567'STATION IS REACHED FROM THE JUNCTION OF U S HIGHWAY 45
 EG1567'W AND STATE HIGHWAY 41 IN
 EG1567'OKALONA, BY GOING EAST ON HIGHWAY 41 FOR
 EG1567'2.0 MILES TO A GRAVEL CROSS ROAD, TURN LEFT,
 EG1567'NORTH, AND GO 2.1 MILES
 EG1567'TO A ROAD FORK, TURN RIGHT, NORTHEAST, AND GO 1.5 MILES TO THE
 EG1567'STATION ON
 EG1567'THE LEFT AS DESCRIBED.
 EG1567'
 EG1567'NOTE- METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF THE STATION AND
 EG1567'1.0 FOOT SOUTH OF THE
 EG1567'AZIMUTH MARK.
 EG1567'
 EG1567'ALL MARKS ARE STANDARD BRONZE DISKS SET IN 12 INCH ROUND CONCRETE
 EG1567'POSTS.  THE STATION DISK
 EG1567'IS STAMPED FEDERAL 1935 AND PROJECTS 6 INCHES.  IT IS 48
 EG1567'FEET SOUTHWEST OF THE SOUTHWEST
 EG1567'CORNER OF A TENANT HOUSE, 45 FEET
 EG1567'NORTH OF THE CENTER OF A GRAVEL ROAD, 20 FEET
 EG1567'NORTHWEST OF A FENCE
 EG1567'CORNER-POST, 10 FEET SOUTHWEST OF A POWER SERVICE POLE.
 EG1567'
 EG1567'R.M. 1 IS 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 EG1567'AND 39 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 6 FEET WEST
 EG1567'OF A FENCE IS STAMPED FEDERAL NO. 1 1935 AND PROJECTS 10 INCHES.
 EG1567'
 EG1567'R.M. 2 WAS DESTROYED.  THE TOP PORTION OF THE FOUNDATION WAS
 EG1567'FOUND BROKEN OFF AND THE DISK COULD NOT BE FOUND.
 EG1567'
 EG1567'AZIMUTH MARK IS 39 FEET NORTHWEST OF A FENCE CORNER POST AND
 EG1567'15 FEET NORTH OF A PASTURE FENCE, IS STAMPED FEDERAL AZI
 EG1567'1935 AND PROJECTS 4 INCHES.
 EG1567
 EG1567                          STATION RECOVERY (1970)
 EG1567
 EG1567'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1970 (ES)
 EG1567'FEDERAL 1935 (STA.) RECOVERED GOOD.
 EG1567'
 EG1567'FEDERAL RM 1 1935 RECOVERED GOOD.
 EG1567'
 EG1567'FEDERAL RM 2 NOT SEARCHED FOR.
 EG1567'
 EG1567'FEDERAL 1935 (AZI) RECOVERED GOOD.
 EG1567'
 EG1567'63 DESCRIPTION BY AMC (MSHD) ADEQUATE.
 EG1567
 EG1567                          STATION RECOVERY (1980)
 EG1567
 EG1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EG1567'THE STATION MARK, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE
 EG1567'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 HAD BEEN DESTROYED.
 EG1567'A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS TIME. A NEW
 EG1567'DESCRIPTION FOLLOWS.
 EG1567'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF OKOLONA, 1.2 MI
 EG1567'(1.9 KM) EAST OF THE MONROE-CHICKASAW COUNTY LINE.  TO REACH FROM THE
 EG1567'JUNCTION OF US HIGHWAY 45W AND STATE HIGHWAY 41 IN OKOLONA, GO EAST ON
 EG1567'STATE HIGHWAY 41 FOR 2.0 MI (3.2 KM) TO A CROSSROAD, TURN LEFT AND GO
 EG1567'NORTH ON GRAVEL ROAD FOR 2.1 MI (3.4 KM) TO A FORK, TURN RIGHT AND GO
 EG1567'NORTHEAST FOR 1.5 MI (2.4 KM) TO STATION ON THE LEFT.
 EG1567'STATION IS A STANDARD DISK STAMPED--FEDERAL 1935--, AND SET IN THE TOP
 EG1567'OF A ROUND CONCRETE POST, PROJECTING 6 INCHES.  IT IS 45 FT (13.7 M)
 EG1567'NORTH OF THE CENTER OF GRAVEL ROAD, 27 FT (8.2 M) WEST OF THE CENTER
 EG1567'OF FIELD ROAD, 27 FT (8.2 M) NORTHEAST OF A 6 INCH CEDAR TREE, 19.8 FT
 EG1567'(6.0 M) NORTHWEST OF A FENCE CORNER, 18 FT (5.5 M) NORTH OF EASTWEST
 EG1567'FENCELINE, 15 FT (4.6 M) WEST OF NORTH SOUTH FENCE LINE AND 1 FT (0.3
 EG1567'M) NORTH OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 1 IS A
 EG1567'STANDARD DISK, STAMPED--FEDERAL NO 1 1935--, SET IN THE TOP OF A ROUND
 EG1567'CONCRETE POST, PROJECTING 14 INCHES.  IT IS 116 FT (35.4 M) SOUTHWEST
 EG1567'OF THE SOUTHWEST CORNER OF BRICK HOUSE, 38 FT (11.6 M) NORTH OF THE
 EG1567'CENTER OF GRAVEL ROAD, 61 FT (18.6 M) EAST OF THE CENTER OF FIELD
 EG1567'ROAD, 6.5 FT (2.0 M) NORTHEAST OF A 12 INCH SCRUB OAK TREE AND 1.3 FT
 EG1567'(0.4 M) WEST SOUTHWEST OF A METAL WITNESS POST AND SIGN.  REFERENCE
 EG1567'MARK NO 3 IS A STANDARD DISK STAMPED FEDERAL--1935 NO 3 1980-, SET IN
 EG1567'THE TOP OF A ROUND CONCRETE POST, PROJECTING 1 INCH.  IT IS 70 FT
 EG1567'(21.3 M) EAST OF A POWER POLE, 19 FT (5.8 M) SOUTH OF THE CENTER OF
 EG1567'GRAVEL ROAD, 16 FT (4.9 M) WEST OF THE EXTENDED CENTER OF FIELD ROAD
 EG1567'AND 1 FT (0.3 M) NORTH OF A METAL WITNESS POST AND SIGN.  AZIMUTH MARK
 EG1567'IS A STANDARD DISK STAMPED--FEDERAL AZI 1935--, SET IN THE TOP OF A
 EG1567'ROUND CONCRETE POST, PROJECTING 5 INCHES.  IT IS 40 FT (12.2 M)
 EG1567'NORTHWEST OF FENCE CORNER POST AT NORTHEAST CORNER OF PASTURE, 15 FT
 EG1567'(4.6 M) NORTH OF EAST-WEST FENCELINE AND 1.2 FT (0.4 M) NORTH OF A
 EG1567'METAL WITNESS POST AND SIGN.  TO REACH AZIMUTH MARK FROM STATION GO
 EG1567'NORTH ON FIELD ROAD FOR 0.15 MI (0.24 KM) TO NORTHEAST CORNER OF
 EG1567'PASTURE AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9094 ***********************************************************************
 AA9094  DESIGNATION -  FEDERAL AZ MK
 AA9094  PID         -  AA9094
 AA9094  STATE/COUNTY-  MS/LAMAR
 AA9094  USGS QUAD   -  OLOH (1974)
 AA9094
 AA9094                         *CURRENT SURVEY CONTROL
 AA9094  ___________________________________________________________________
 AA9094* NAD 83(1986)-  31 16 37.     (N)    089 31 04.     (W)     SCALED    
 AA9094* NAVD 88     -       122.39   (+/-2cm)     401.5    (feet)  VERTCON   
 AA9094  ___________________________________________________________________
 AA9094  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AA9094  VERT ORDER  -  THIRD (See Below)
 AA9094
 AA9094.The horizontal coordinates were scaled from a topographic map and have
 AA9094.an estimated accuracy of +/- 6 seconds.
 AA9094
 AA9094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9094.The vertical order pertains to the NGVD 29 superseded value.
 AA9094
 AA9094.The geoid height was determined by GEOID03.
 AA9094
 AA9094;                    North         East    Units  Estimated Accuracy
 AA9094;SPC MS E     -   197,180.      234,830.      MT  (+/- 180 meters Scaled)
 AA9094
 AA9094                          SUPERSEDED SURVEY CONTROL
 AA9094
 AA9094  NGVD 29 (08/12/04)  122.41   (m)          401.6    (f) RESET       3  
 AA9094
 AA9094.Superseded values are not recommended for survey control.
 AA9094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9094.See file dsdata.txt to determine how the superseded data were derived.
 AA9094
 AA9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV602630(NAD 83)
 AA9094_MARKER: DZ = AZIMUTH MARK DISK
 AA9094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9094_STAMPING: FEDERAL 1943
 AA9094_MARK LOGO: CGS   
 AA9094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9094+STABILITY: SURFACE MOTION
 AA9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9094+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 AA9094
 AA9094  HISTORY     - Date     Condition        Report By
 AA9094  HISTORY     - 1943     MONUMENTED       CGS
 AA9094  HISTORY     - 19950302 GOOD             MSHD
 AA9094
 AA9094                          STATION DESCRIPTION
 AA9094
 AA9094'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (DDR)
 AA9094'THE MARK IS LOCATED 14.4 MI (23.2 KM) WEST-SOUTHWEST OF HATTIESBURG,
 AA9094'10.3 MI (16.6 KM) NORTHWEST OF PURVIS, ON RIGHT OF WAY OF OLD HIGHWAY
 AA9094'24 AND IN FRONT LAWN OF HOUSE. TO REACH FROM THE INTERSECTION OF I-59
 AA9094'AND U.S. HIGHWAY 98 WEST, ON THE WEST EDGE OF HATTIESBURG, GO WEST ON
 AA9094'U.S. HIGHWAY 98 FOR 7.25 MI (11.67 KM) TO THE JUNCTION OF STATE
 AA9094'HIGHWAY 589, CONTINUE WEST ON U.S. HIGHWAY 98 FOR 1.9 MI (3.1 KM) TO A
 AA9094'CROSSROAD, TURN LEFT AND GO SOUTH ON W.P.A. ROAD FOR 2.4 MI (3.9 KM)
 AA9094'TO A CROSSROAD, TURN RIGHT AND GO WESTERLY ON OLD HIGHWAY 24 FOR 1.15
 AA9094'MI (1.85 KM) TO A HOUSE AND MARK ON THE LEFT, SET IN THE TOP OF A
 AA9094'SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 139.0 FT (42.4 M)
 AA9094'SOUTHEAST OF THE CENTER OF KNIGHT ROAD, 199.0 FT (60.7 M) NORTHEAST OF
 AA9094'THE NORTHWEST CORNER OF HOUSE, 76.2 FEET (23.2 M) SOUTHWEST OF A METAL
 AA9094'TELEPHONE CABLE BOX, 58.3 FT (17.8 M) NORTHWEST OF A FENCE CORNER AND
 AA9094'26.8 FT (8.2 M) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1668 ***********************************************************************
 BV1668  DESIGNATION -  FEDERAL RESET
 BV1668  PID         -  BV1668
 BV1668  STATE/COUNTY-  MS/LAMAR
 BV1668  USGS QUAD   -  OLOH (1974)
 BV1668
 BV1668                         *CURRENT SURVEY CONTROL
 BV1668  ___________________________________________________________________
 BV1668* NAD 83(1993)-  31 16 25.37358(N)    089 30 46.74235(W)     ADJUSTED  
 BV1668* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BV1668  ___________________________________________________________________
 BV1668  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BV1668  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV1668  HORZ ORDER  -  SECOND
 BV1668
 BV1668.The horizontal coordinates were established by classical geodetic methods
 BV1668.and adjusted by the National Geodetic Survey in May 1994.
 BV1668
 BV1668.The orthometric height was scaled from a topographic map.
 BV1668
 BV1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1668
 BV1668.The geoid height was determined by GEOID03.
 BV1668
 BV1668;                    North         East     Units Scale Factor Converg.
 BV1668;SPC MS E     -   196,821.763   235,279.138   MT  1.00000165   -0 21 10.2
 BV1668;SPC MS E     -   645,739.40    771,911.64   sFT  1.00000165   -0 21 10.2
 BV1668;SPC MS W     -   196,912.817   778,119.517   MT  1.00002524   +0 25 33.2
 BV1668;SPC MS W     -   646,038.13  2,552,880.45   sFT  1.00002524   +0 25 33.2
 BV1668;UTM  16      - 3,462,661.896   260,747.667   MT  1.00030610   -1 18 18.6
 BV1668
 BV1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1668!SPC MS E     -   0.99998381  x   1.00000165  =   0.99998546
 BV1668!SPC MS W     -   0.99998381  x   1.00002524  =   1.00000905
 BV1668!UTM  16      -   0.99998381  x   1.00030610  =   1.00028991
 BV1668
 BV1668|---------------------------------------------------------------------|
 BV1668| PID    Reference Object                     Distance      Geod. Az  |
 BV1668|                                                           dddmmss.s |
 BV1668| CF9720 FEDERAL RM 1                         36.902 METERS 08901     |
 BV1668| CF9721 FEDERAL RM 2                         41.569 METERS 13942     |
 BV1668| AA9094 FEDERAL AZ MK                                      3045322.7 |
 BV1668| CF9722 FEDERAL RM 3                         23.054 METERS 31545     |
 BV1668|---------------------------------------------------------------------|
 BV1668
 BV1668                          SUPERSEDED SURVEY CONTROL
 BV1668
 BV1668  NAD 83(1986)-  31 16 25.38839(N)    089 30 46.74111(W) AD(       ) 2
 BV1668  NAD 27      -  31 16 24.75700(N)    089 30 46.49600(W) AD(       ) 2
 BV1668
 BV1668.Superseded values are not recommended for survey control.
 BV1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1668.See file dsdata.txt to determine how the superseded data were derived.
 BV1668
 BV1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV6074862662(NAD 83)
 BV1668_MARKER: DS = TRIANGULATION STATION DISK
 BV1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1668+STABILITY: SURFACE MOTION
 BV1668
 BV1668  HISTORY     - Date     Condition        Report By
 BV1668  HISTORY     - 1943     MONUMENTED       CGS
 BV1668  HISTORY     - 1956     GOOD             CGS
 BV1668  HISTORY     - 1964     GOOD             MSHD
 BV1668  HISTORY     - 1968     GOOD             USGS
 BV1668  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BV1668
 BV1668                          STATION DESCRIPTION
 BV1668
 BV1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1668'THE STATION IS LOCATED ABOUT 14 MILES WSW OF HATTIESBURG AND 10 MILES
 BV1668'NW OF PURVIS, ON LAND OWNED BY THE FEDERAL LAND BANK. IT IS 115 FEET
 BV1668'NW OF THE NW CORNER OF THE LEM KEITH FARMHOUSE, 44.4 FEET W OF THE
 BV1668'CENTER LINE OF A GRAVELED ROAD, 1.6 FEET SE OF A FENCE LINE. THE
 BV1668'DISK IS STAMPED FEDERAL 1943.
 BV1668'
 BV1668'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1668'SET IN CONCRETE.
 BV1668'
 BV1668'REFERENCE MARK NO. 1 IS 121.07 FEET E OF THE STATION, 50 FEET E OF
 BV1668'OF LEM KEITHS MAIL BOX, 21 FEET NW OF THE CENTER LINE OF A GRAVELED
 BV1668'ROAD, 0.8 FEET SW OF A FENCE LINE. THE DISK IS STAMPED FEDERAL NO.
 BV1668'1 1943.
 BV1668'
 BV1668'REFERENCE MARK NO. 2 IS 136.38 FEET SE OF THE STATION, 87 FEET SSE
 BV1668'OF THE CENTER LINE OF A GRAVELED ROAD, 24 FEET E OF A 3-FOOT TREE,
 BV1668'1 FOOT NW OF A N-S FENCE LINE. THE DISK IS STAMPED FEDERAL NO. 2
 BV1668'1943.
 BV1668'
 BV1668'THE AZIMUTH MARK IS 0.35 MILE NW OF THE STATION, 133 FEET S OF A
 BV1668'T-ROAD W, 82 FEET S OF TED FAUVELS MAIL BOX, 27 FEET W OF THE CENTER
 BV1668'LINE OF A GRAVELED ROAD. THE MARK IS 1 FOOT E OF A FENCE LINE AND
 BV1668'IS SET FLUSH WITH THE GROUND. THE DISK IS STAMPED FEDERAL 1943.
 BV1668'
 BV1668'TO REACH THE STATION FROM THE PURVIS COURTHOUSE IN PURVIS, GO N ON
 BV1668'THE MAIN-TRAVELED ROAD FOR 1.4 MILES TO FORKS, KEEP STRAIGHT AHEAD
 BV1668'ON CENTER FORK FOR 9.8 MILES TO CROSSROADS, HERE TURN LEFT AND GO
 BV1668'0.8 MILE TO THE STATION ON THE LEFT.
 BV1668'
 BV1668'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON MAIN-TRAVELED
 BV1668'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 BV1668'
 BV1668'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1668
 BV1668                          STATION RECOVERY (1956)
 BV1668
 BV1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1668'THE STATION WAS VISITED ON OCTOBER 17, 1956. THE STATION, AZIMUTH
 BV1668'MARK, AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION. REFERENCE
 BV1668'MARK 2 HAD BEEN DESTROYED. REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 BV1668'DATE. A NEW DESCRIPTION FOLLOWS--
 BV1668'
 BV1668'THE STATION IS LOCATED 14 MI. W-SW OF HATTIESBURG, ABOUT 10 MI. NW
 BV1668'OF PURVIS, AND IN THE FRONT LAWN OF THE HOME OWNED BY MR. Z.A. FOY.
 BV1668'IT IS 107 FT. N OF THE NW CORNER OF THE HOUSE, 15 FT. W OF THE
 BV1668'PROJECTED PLANE OF THE W SIDE OF THE GARAGE WHICH IS ATTACHED TO
 BV1668'THE HOUSE, 60 FT. SE OF THE CENTER OF THE CATTLE GUARD AND DRIVEWAY
 BV1668'TO THE FOY HOUSE, AND 45 FT. SW OF THE CENTER OF THE MAIN ROAD.
 BV1668'IT IS A STANDARD DISK, STAMPED FEDERAL 1943 AND PROJECTING 4 IN.
 BV1668'
 BV1668'REFERENCE MARK 1 IS E-NE OF THE STATION, 23 FT. N OF THE CENTER OF
 BV1668'THE MAIN ROAD, 37 FT. SE OF POWER POLE NO. A 198/1 WITH A
 BV1668'TRANSFORMER ATTACHED, 4 FT. E OF THE PROJECTED PLANE OF THE E SIDE
 BV1668'OF THE HOUSE, AND 1 FT. N OF A FENCE LINE. IT IS A STANDARD DISK,
 BV1668'STAMPED FEDERAL NO 1 1943 AND PROJECTING 2 IN.
 BV1668'
 BV1668'REFERENCE MARK 3 IS NW OF THE STATION, 28 FT. S-SW OF THE CENTER OF
 BV1668'THE MAIN ROAD, 17 FT. W-NW OF THE CENTER OF THE CATTLE GUARD AND
 BV1668'DRIVEWAY TO THE FOY HOUSE, AND 5 FT. S OF A FENCE LINE. IT IS A
 BV1668'STANDARD DISK, STAMPED FEDERAL NO 3 1943 AND PROJECTING 3 IN.
 BV1668'
 BV1668'THE AZIMUTH MARK IS 0.35 MI. W-NW OF THE STATION, 140 FT. S OF THE
 BV1668'CENTER OF A GRAVELED ROAD LEADING SW, 25 FT. SW OF THE CENTER OF THE
 BV1668'MAIN ROAD, 1 FT. SW OF A FENCE LINE, AND 13 FT. SE OF A SMALL PINE
 BV1668'TREE. IT IS A STANDARD DISK, STAMPED FEDERAL 1943 AND PROJECTING 4
 BV1668'IN.
 BV1668'
 BV1668'TO REACH THE STATION FROM THE POST OFFICE IN HATTIESBURG, GO S ON
 BV1668'U.S. HIGHWAY 11 FOR 0.2 MI. TO THE THIRD STOPLIGHT, TURN W ON HARDY
 BV1668'STREET AND GO 2.2 MI. TO THE INTERSECTION WITH U.S. HIGHWAY 49,
 BV1668'CONTINUE W ON HARDY STREET (U.S. HIGHWAY 98) AND GO 10.6 MI. TO A
 BV1668'SIDE ROAD LEFT AT THE FOOT OF A HILL, TURN LEFT AND GO S FOR 2.45
 BV1668'MI. TO A CROSSROAD AT THE TOP OF A HILL, TURN RIGHT (W) AND GO
 BV1668'0.8 MI. TO THE STATION AND MR. FOYS CONCRETE BLOCK HOUSE ON THE
 BV1668'LEFT.  CONTINUE FOR 0.35 MI. TO THE AZIMUTH MARK ON THE LEFT.
 BV1668
 BV1668                          STATION RECOVERY (1964)
 BV1668
 BV1668'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1668'THE STATION WAS VISITED 9-11-64 AND RM1, R.M.3 AND AZIMUTH MARK WERE
 BV1668'FOUND IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1668'
 BV1668'THE STATION SURFACE MARK HAD BEEN DESTROYED AND THE DISK COULD NOT
 BV1668'BE LOCATED.
 BV1668
 BV1668                          STATION RECOVERY (1968)
 BV1668
 BV1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BV1668'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED WITH THE
 BV1668'EXCEPTION THAT THE STATION MARK TABLET IS GONE AND THE TOP OF THE
 BV1668'POST IS MUTILATED. THE STEM HOLE OF THE TABLET WAS RECOVERED AND
 BV1668'USED AS STATION MARK.
 BV1668
 BV1668                          STATION RECOVERY (1969)
 BV1668
 BV1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1668'THE STATION WAS VISITED 3-27-69 AND THE AZIMUTH MARK, REFERENCE
 BV1668'MARK NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.  THE STATION
 BV1668'SURFACE MARK WAS FOUND REMOVED BUT THE HOLE FROM THE SHANK WAS
 BV1668'VISIBLE.  THIS POINT WAS CHECKED BY ANGLE AND MEASUREMENT FROM
 BV1668'THE REFERENCE MARKS AND A NEW STATION DISK SET.  A NEW
 BV1668'DESCRIPTION FOLLOWS--
 BV1668'
 BV1668'THE STATION IS LOCATED ABOUT 10 MILES NW OF PURVIS AND 14 MILES
 BV1668'WSW OF HATTIESBURG, IN THE FRONT LAWN OF A HOUSE OWNED BY
 BV1668'MR. Z.A. FOY 44 FEET SOUTHWEST OF THE CENTER OF THE MAIN ROAD, 71
 BV1668'FEET SOUTHEAST OF A FENCE CORNER 107 FEET NORTH OF THE NORTHWEST
 BV1668'CORNER OF THE FOY HOUSE, AND 15 FEET WEST OF THE PROJECTED PLANE
 BV1668'OF THE WEST SIDE OF THE GARAGE ATTACHED TO THE HOUSE.  IT IS A
 BV1668'TRIANGULATION STATION DISK, STAMPED FEDERAL 1943 1969, FLUSH
 BV1668'WITH THE GROUND.
 BV1668'
 BV1668'REFERENCE MARK NO. 1 IS 121.07 FEET EAST-NORTHEAST OF THE STATION
 BV1668'24 FEET NORTH OF THE CENTER OF THE ROAD, 37.5 FEET SOUTHWEST OF
 BV1668'POWER POLE NO. 198/1 WITH A TRANSFORMER, 4 FEET EAST OF THE
 BV1668'PROJECTED PLANE OF THE EAST SIDE OF THE FOY HOUSE, 1 FOOT NORTH
 BV1668'OF A FENCE LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BV1668'IS A REFERENCE MARK DISK STAMPED FEDERAL NO 1 1943, PROJECTING 2
 BV1668'INCHES.
 BV1668'
 BV1668'REFERENCE MARK NO. 3 IS 75.64 FEET NORTHWEST OF THE STATION 27
 BV1668'FEET SOUTH OF THE CENTER OF THE ROAD, 5.5 FEET WEST-NORTHWEST OF
 BV1668'A FENCE CORNER, 25.5 FEET WEST-NORTHWEST OF THE CENTER OF THE
 BV1668'DRIVEWAY TO THE FOY HOUSE AND 1 FOOT ESE OF A METAL WITNESS
 BV1668'POST.  IT IS A REFERENCE MARK DISK STAMPED FEDERAL NO 3 1943,
 BV1668'PROJECTING 2 INCHES.
 BV1668'
 BV1668'THE AZIMUTH MARK IS 0.35 MILE WEST-NORTHWEST OF THE STATION,
 BV1668'35 FEET SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD, 136 FEET
 BV1668'SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 13 FEET SOUTHEAST
 BV1668'OF A 12-INCH PINE TREE IN A FENCE LINE, 189 FEET SOUTH-SOUTHWEST
 BV1668'OF THE CONCRETE STEPS OF A SMALL BUILDING, 1 FOOT SOUTHWEST OF A
 BV1668'FENCE LINE AND A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK
 BV1668'STAMPED FEDERAL 1943, FLUSH WITH THE GROUND.
 BV1668'
 BV1668'TO REACH THE STATION FROM THE LAMAR COUNTY COURTHOUSE IN PURVIS
 BV1668'GO NORTH ON STATE HIGHWAY 589 FOR 11.0 MILES TO A CROSS ROAD ON THE
 BV1668'TOP OF A HILL, TURN LEFT AND GO WEST FOR 2.25 MILE TO A CROSSROAD,
 BV1668'CONTINUE WEST FOR 0.75 MILE TO THE STATION ON THE LEFT.  CONTINUE
 BV1668'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST BEFORE
 BV1668'REACHING A SIDE ROAD LEADING TO THE WEST.
 BV1668'
 BV1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1668'10 MILES NW OF PURVIS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2284 ***********************************************************************
 BW2284  DESIGNATION -  FELDER
 BW2284  PID         -  BW2284
 BW2284  STATE/COUNTY-  MS/PIKE
 BW2284  USGS QUAD   -  PRICEDALE (1972)
 BW2284
 BW2284                         *CURRENT SURVEY CONTROL
 BW2284  ___________________________________________________________________
 BW2284* NAD 83(1993)-  31 17 52.44235(N)    090 21 13.50302(W)     ADJUSTED  
 BW2284* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 BW2284  ___________________________________________________________________
 BW2284  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BW2284  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BW2284  HORZ ORDER  -  FIRST
 BW2284
 BW2284.The horizontal coordinates were established by classical geodetic methods
 BW2284.and adjusted by the National Geodetic Survey in May 1994.
 BW2284
 BW2284.The orthometric height was scaled from a topographic map.
 BW2284
 BW2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2284
 BW2284.The geoid height was determined by GEOID03.
 BW2284
 BW2284;                    North         East     Units Scale Factor Converg.
 BW2284;SPC MS W     -   199,304.111   698,056.227   MT  0.99995005   -0 00 38.2
 BW2284;SPC MS W     -   653,883.57  2,290,206.14   sFT  0.99995005   -0 00 38.2
 BW2284;UTM  15      - 3,465,640.576   751,879.755   MT  1.00038261   +1 22 31.5
 BW2284
 BW2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2284!SPC MS W     -   0.99998468  x   0.99995005  =   0.99993474
 BW2284!UTM  15      -   0.99998468  x   1.00038261  =   1.00036729
 BW2284
 BW2284|---------------------------------------------------------------------|
 BW2284| PID    Reference Object                     Distance      Geod. Az  |
 BW2284|                                                           dddmmss.s |
 BW2284| CW9825 FELDER RM 1                          28.645 METERS 03840     |
 BW2284| CW9824 FELDER AZ MK                                       1763754.8 |
 BW2284| BW2274 MC COMB CITY COTTON MILLS TANK      APPROX.11.7 KM 2323526.6 |
 BW2284| BW2275 MC COMB MUNICIPAL TANK              APPROX.10.4 KM 2351922.5 |
 BW2284| BW2286 SUMMIT CHAMPION COMP CO TANK        APPROX.10.8 KM 2591755.2 |
 BW2284| CY3538 FELDER RM 2                          27.264 METERS 26424     |
 BW2284|---------------------------------------------------------------------|
 BW2284
 BW2284                          SUPERSEDED SURVEY CONTROL
 BW2284
 BW2284  NAD 83(1986)-  31 17 52.45763(N)    090 21 13.49999(W) AD(       ) 1
 BW2284  NAD 27      -  31 17 51.82700(N)    090 21 13.15700(W) AD(       ) 1
 BW2284
 BW2284.Superseded values are not recommended for survey control.
 BW2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2284.See file dsdata.txt to determine how the superseded data were derived.
 BW2284
 BW2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5188065641(NAD 83)
 BW2284_MARKER: DS = TRIANGULATION STATION DISK
 BW2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2284
 BW2284  HISTORY     - Date     Condition        Report By
 BW2284  HISTORY     - 1947     MONUMENTED       CGS
 BW2284  HISTORY     - 1955     GOOD             CGS
 BW2284  HISTORY     - 1969     GOOD             MSHD
 BW2284  HISTORY     - 1985     GOOD             MSSU
 BW2284
 BW2284                          STATION DESCRIPTION
 BW2284
 BW2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2284'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MC COMB,
 BW2284'7 MILES EAST OF SUMMIT AND ON LAND OWNED BY J.W. FELDER.
 BW2284'IT IS 0.1 MILE SOUTH OF THE FELDER FARM HOUSE, 42 FEET WEST
 BW2284'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 31 FEET
 BW2284'SOUTHWEST OF A TRIANGULARLY BLAZED 2-FOOT PINE TREE, 32 FEET
 BW2284'NORTHWEST OF THE SOUTHEAST CORNER POST OF PASTURE LAND, AND 26
 BW2284'FEET NORTHWEST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 BW2284'GROUND AND THE DISK IS STAMPED FELDER 1947.
 BW2284'
 BW2284'REFERENCE MARK NO. 1 IS 94.02 FEET NORTHEAST OF THE STATION,
 BW2284'17 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 BW2284'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 BW2284'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FELDER NO
 BW2284'1 1947.
 BW2284'
 BW2284'REFERENCE MARK NO. 2 IS 89.44 FEET WEST-SOUTHWEST OF THE STATION,
 BW2284'15 FEET NORTH OF A FENCE LINE, AND ABOUT 2 FEET LOWER IN
 BW2284'ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 1 INCH
 BW2284'AND THE DISK IS STAMPED FELDER NO 2 1947.
 BW2284'
 BW2284'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 42 FEET
 BW2284'EAST OF THE EAST EDGE OF A PEACH ORCHARD, 14 FEET WEST OF
 BW2284'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET
 BW2284'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 BW2284'AND THE DISK IS STAMPED FELDER 1947.
 BW2284'
 BW2284'TO REACH THE STATION FROM THE RAIL ROAD STATION IN THE VILLAGE
 BW2284'OF SUMMIT, GO EAST FOR 0.9 MILE TO A Y-INTERSECTION, TURN
 BW2284'RIGHT AND GO 0.2 MILE TO ANOTHER Y-INTERSECTION, TURN LEFT
 BW2284'AND GO 1.45 MILES TO THE JUNCTION OF A GRAVELED ROAD.  CONTINUE
 BW2284'ON EAST ON MAIN GRAVELED ROAD FOR 3.1 MILES TO A Y-INTERSECTION,
 BW2284'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A CROSS ROAD, THENCE
 BW2284'STRAIGHT AHEAD FOR 1.95 MILES TO A SIDE ROAD RIGHT, TURN
 BW2284'RIGHT AND GO 0.45 MILE TO THE J.W. FELDER FARM HOUSE ON THE
 BW2284'RIGHT AND THE STATION 0.1 MILE SOUTH.
 BW2284'
 BW2284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 BW2284'ROAD FOR 0.2 MILE AND THE AZIMUTH MARK ON THE RIGHT.
 BW2284'
 BW2284'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2284
 BW2284                          STATION RECOVERY (1955)
 BW2284
 BW2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2284'THE STATION WAS VISITED 6-7-55 AND THE STATION MARK, AZIMUTH
 BW2284'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2284'MARK NO. 2 WAS FOUND UPROOTED, THE DISK WAS RESTAMPED NO. 3
 BW2284'AND ESTABLISHED AS REFERENCE MARK NO. 3.
 BW2284'
 BW2284'A NEW DESCRIPTION FOLLOWS--
 BW2284'
 BW2284'THE STATION IS LOCATED 8 MILES NORTHEAST OF MC COMB AND 7
 BW2284'MILES EAST OF SUMMIT ON LAND OWNED BY J.W. FELDER.  IT IS 0.1
 BW2284'MILE SOUTH OF THE FELDER HOUSE, 48 PACES EAST OF THE EAST EDGE
 BW2284'OF A SMALL POND, 43 FEET WEST OF THE CENTER OF A GRAVELED
 BW2284'ROAD, 33 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A TUNG
 BW2284'ORCHARD, 28 FEET WEST OF A FENCE LINE, 27 FEET NORTH OF A
 BW2284'FENCE LINE, 16 FEET NORTHEAST OF A 10-INCH PINE TREE AND IN THE
 BW2284'SOUTHWEST CORNER OF A PASTURE.  IT IS A STANDARD DISK, STAMPED
 BW2284'FELDER 1947, FLUSH WITH THE GROUND.
 BW2284'
 BW2284'REFERENCE MARK NO. 1 IS 93.98 FEET NORTHEAST OF THE STATION,
 BW2284'19 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST
 BW2284'OF A FENCE LINE, 110 FEET NORTH OF A T-FENCE CORNER AND 8 FEET
 BW2284'NORTHWEST OF A SMALL PINE TREE NEAR THE DITCH OF THE ROAD.
 BW2284'IT IS A STANDARD DISK, STAMPED FELDER NO 1 1947, FLUSH WITH
 BW2284'THE GROUND.
 BW2284'
 BW2284'REFERENCE MARK NO. 3 IS 95.69 FEET WEST-SOUTHWEST OF THE STATION,
 BW2284'114 FEET WEST OF THE T-FENCE CORNER, 4 FEET NORTH OF A THE FENCE
 BW2284'LINE AT THE NORTH EDGE OF THE TUNG ORCHARD 11 FEET WEST OF A
 BW2284'10-INCH PINE TREE AND 4 FEET SOUTH OF A 10-INCH PINE TREE.
 BW2284'IT IS A STANDARD DISK, STAMPED FELDER NO 3 1947, PROJECTING
 BW2284'2 INCHES.
 BW2284'
 BW2284'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, ABOUT 100
 BW2284'YARDS SOUTH OF THE C AND M GROCERY STORE, 17 FEET WEST OF THE
 BW2284'CENTER OF THE GRAVELED ROAD, 40 FEET EAST OF THE EAST EDGE OF A
 BW2284'TUNG ORCHARD, 47 FEET SOUTHEAST OF THE SOUTH GATE POST TO THE
 BW2284'GATE IN THE EAST FENCELINE OF THE ORCHARD AND 4 FEET NORTHWEST
 BW2284'OF A TREE IN THE DITCH OF THE GRAVELED ROAD.  IT IS A STANDARD
 BW2284'DISK, STAMPED FELDER 1947, FLUSH WITH THE GROUND.
 BW2284'
 BW2284'NOTE--NONE OF THE INTERSECTION STATIONS MENTIONED IN THE
 BW2284'1947 DESCRIPTION CAN BE SEEN FROM THE GROUND AT THIS DATE.
 BW2284'
 BW2284'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION
 BW2284'IN SUMMIT, GO EAST FOR 0.9 MILE TO A FORK, TAKE RIGHT FORK
 BW2284'AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 1.45 MILES
 BW2284'TO THE JUNCTION WITH A GRAVELED ROAD, CONTINUE EAST ON MAIN
 BW2284'ROAD FOR 3.1 MILES TO A FORK, CONTINUE STRAIGHT AHEAD FOR 0.2
 BW2284'MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 1.95 MILE
 BW2284'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.55 MILE TO THE
 BW2284'STATION ON THE RIGHT.  CONTINUE 0.2 MILE SOUTH TO THE AZIMUTH
 BW2284'MARK ON THE RIGHT.
 BW2284
 BW2284                          STATION RECOVERY (1969)
 BW2284
 BW2284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2284'THE STATION WAS VISITED 4-23-69 AND THE STATION MARK, REFERENCE
 BW2284'MARK NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2284'MARK POST WAS FOUND BUT THE DISK WAS MISSING.
 BW2284'
 BW2284'THE STATION IS LOCATED 6.9 MILES EAST NORTHEAST OS SUMMIT
 BW2284'NEAR THE SOUTHEAST CORNER OF A PASTURE, 6.9 MILES NORTHEAST
 BW2284'OF MC COMB, 0.1 MILE SOUTH OF A FARM HOUSE, AND IS NEAR THE
 BW2284'CENTER OF SECTION 24, T 4N, R 8E, AND ON PROPERTY OWNED BY
 BW2284'MR. J.A. GARNER.  IT IS 51 FEET WEST OF THE CENTER OF A
 BW2284'BLACKTOP ROAD, 33.5 FEET NORTHWEST OF A T-FENCE CORNER, 28
 BW2284'FEET NORTH OF A FENCE, 28 FEET WEST OF A FENCE, 35 FEET
 BW2284'NORTHEAST OF A 14 INCH PINE AND IS 48 PACES EAST OF THE EAST
 BW2284'EDGE OF A SMALL POND.
 BW2284'
 BW2284'IT IS A STANDARD TRIANGULATION DISK, STAMPED FELDER 1947 FLUSH
 BW2284'WITH THE GROUND.
 BW2284'
 BW2284'REFERENCE MARK NO. 1 IS 93.98 FEET NORTHEAST OF THE STATION.
 BW2284'IT IS 24 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 109.5 FEET
 BW2284'NORTH OF A T-FENCE CORNER, 5.5 FEET NORTH-NORTHWEST OF THE
 BW2284'NORTH ONE OF TWO 12 INCH PINES AND 2 FEET WEST OF A METAL
 BW2284'WITNESS POST AND A FENCE.  IT IS A STANDARD DISK, STAMPED
 BW2284'FELDER NO 1 1947 FLUSH WITH THE GROUND.
 BW2284'
 BW2284'REFERENCE MARK NO. 3 IS 95.69 FEET SOUTHWEST OF THE STATION.
 BW2284'IT IS 137 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 113
 BW2284'FEET WEST OF A T-FENCE CORNER, 3 FEET NORTH OF A FENCE, 67
 BW2284'FEET WEST OF A 14 INCH PINE AND 1 FOOT NORTH OF A METAL
 BW2284'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 BW2284'FELDER NO 3 1947 PROJECTING 1 INCH.
 BW2284'
 BW2284'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 179.30
 BW2284'FEET.
 BW2284'
 BW2284'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MC COMB
 BW2284'GO SOUTHEAST ON DELAWARE AVENUE FOR 0.25 MILE TO THE INTERSECTION
 BW2284'OF BROADWAY.  TURN LEFT (NORTHWEST) AND CONTINUE ON BROADWAY
 BW2284'(U.S. HIGHWAY 51) FOR 0.1 MILE TO THE JUNCTION OF STATE STREET.
 BW2284'TURN RIGHT (EAST) AND CONTINUE ON STATE STREET (STATE HIGHWAY
 BW2284'44) FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 BW2284'NORTHEAST ON STATE HIGHWAY 44 FOR 5.5 MILES TO A CROSSROADS.
 BW2284'TURN LEFT (NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.55
 BW2284'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE
 BW2284'ON A BLACKTOP ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT.
 BW2284'
 BW2284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES
 BW2284'WEST NORTHWEST OF PRICEDALE
 BW2284
 BW2284                          STATION RECOVERY (1985)
 BW2284
 BW2284'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (TMM)
 BW2284'FELDER 1947 FOUND GOOD.
 BW2284'
 BW2284'FELDER NO 1 1947 FOUND GOOD.
 BW2284'
 BW2284'FELDER NO 3 1947 FOUND GOOD.
 BW2284'
 BW2284'FELDER 1947 (AZ) FOUND DESTROYED - POST WITH DISK INTACT FOUND TILTED
 BW2284'ALMOST TO HORIZONTAL POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2393 ***********************************************************************
 BW2393  DESIGNATION -  FELLOWS
 BW2393  PID         -  BW2393
 BW2393  STATE/COUNTY-  MS/JEFFERSON
 BW2393  USGS QUAD   -  LORMAN (1986)
 BW2393
 BW2393                         *CURRENT SURVEY CONTROL
 BW2393  ___________________________________________________________________
 BW2393* NAD 83(1993)-  31 50 15.02996(N)    091 06 39.82231(W)     ADJUSTED  
 BW2393* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BW2393  ___________________________________________________________________
 BW2393  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BW2393  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2393  HORZ ORDER  -  THIRD
 BW2393
 BW2393.The horizontal coordinates were established by classical geodetic methods
 BW2393.and adjusted by the National Geodetic Survey in May 1994.
 BW2393
 BW2393.The orthometric height was scaled from a topographic map.
 BW2393
 BW2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2393
 BW2393.The geoid height was determined by GEOID03.
 BW2393
 BW2393;                    North         East     Units Scale Factor Converg.
 BW2393;SPC MS W     -   259,395.821   626,383.358   MT  1.00001681   -0 24 37.0
 BW2393;SPC MS W     -   851,034.46  2,055,059.40   sFT  1.00001681   -0 24 37.0
 BW2393;SPC LA N     -   149,138.453 1,131,461.392   MT  0.99991572   +0 44 03.6
 BW2393;SPC LA N     -   489,298.41  3,712,136.25   sFT  0.99991572   +0 44 03.6
 BW2393;UTM  15      - 3,523,979.615   678,748.725   MT  0.99999406   +0 59 48.1
 BW2393
 BW2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2393!SPC MS W     -   0.99998699  x   1.00001681  =   1.00000380
 BW2393!SPC LA N     -   0.99998699  x   0.99991572  =   0.99990271
 BW2393!UTM  15      -   0.99998699  x   0.99999406  =   0.99998105
 BW2393
 BW2393|---------------------------------------------------------------------|
 BW2393| PID    Reference Object                     Distance      Geod. Az  |
 BW2393|                                                           dddmmss.s |
 BW2393| CY3540 FELLOWS RM 1                         36.049 METERS 03537     |
 BW2393| CY3542 FELLOWS RM 3                         11.275 METERS 05311     |
 BW2393| BW0989 RUSSUM CAP                          APPROX. 9.9 KM 0841818.1 |
 BW2393| CY3541 FELLOWS RM 2                         30.651 METERS 26951     |
 BW2393|---------------------------------------------------------------------|
 BW2393
 BW2393                          SUPERSEDED SURVEY CONTROL
 BW2393
 BW2393  NAD 83(1986)-  31 50 15.04351(N)    091 06 39.81831(W) AD(       ) 3
 BW2393  NAD 27      -  31 50 14.46056(N)    091 06 39.43269(W) AD(       ) 3
 BW2393
 BW2393.Superseded values are not recommended for survey control.
 BW2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2393.See file dsdata.txt to determine how the superseded data were derived.
 BW2393
 BW2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR7874923980(NAD 83)
 BW2393_MARKER: P = PIPE CAP
 BW2393_SETTING: 0 = UNSPECIFIED SETTING
 BW2393
 BW2393  HISTORY     - Date     Condition        Report By
 BW2393  HISTORY     - 1948     MONUMENTED       USE
 BW2393  HISTORY     - 1956     GOOD             CGS
 BW2393  HISTORY     - 1970     GOOD             NGS
 BW2393
 BW2393                          STATION DESCRIPTION
 BW2393
 BW2393'DESCRIBED BY US ENGINEERS 1948 (FXP)
 BW2393'STATION WAS ESTABLISHED IN 1936 ON THE FELLOWSHIP CHURCH
 BW2393'GROUND, 4.3 MILES WEST-NORTHWEST OF LORMAN, 40 FEET NORTH
 BW2393'OF APPROXIMATE CENTER LINE OF STATE HIGHWAY 18, AND 25 FEET
 BW2393'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.  THE MARK
 BW2393'IS A 4-INCH IRON PIPE WITH A STAMPED BRASS CAP PROJECTING 2
 BW2393'FEET, AND THE DISK IS STAMPED FELLOWS 1936.
 BW2393'
 BW2393'REFERENCE MARK NO. 1 IS 118.27 FEET NORTHEAST OF STATION
 BW2393'AND 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH.
 BW2393'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED FELLOWS
 BW2393'NO 1 1948.
 BW2393'
 BW2393'REFERENCE MARK NO. 2 IS 100.78 FEET WEST OF STATION AND
 BW2393'8 FEET EAST OF A POWER POLE.  THE MARK PROJECTS 8 INCHES,
 BW2393'AND THE DISK IS STAMPED FELLOWS NO 2 1948.
 BW2393'
 BW2393'THERE IS NO AZIMUTH MARK, SINCE THERE WAS NO POINT VISIBLE
 BW2393'FROM THE GROUND AT WHICH IT COULD BE ESTABLISHED.
 BW2393'
 BW2393'TO REACH FROM U.S. HIGHWAY 61 AND STATE HIGHWAY 18 IN LORMAN,
 BW2393'GO WEST ON HIGHWAY 18 FOR 0.15 MILE TO A T-ROAD, TURN LEFT AND
 BW2393'GO 0.75 MILE TO A FORK, TAKE RIGHT FORK AND GO 4.1 MILES TO
 BW2393'STATION ON RIGHT.
 BW2393'
 BW2393'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2393
 BW2393                          STATION RECOVERY (1956)
 BW2393
 BW2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2393'THE STATION WAS VISITED 5-20-56 AND ALL MARKS WERE FOUND IN
 BW2393'GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 BW2393
 BW2393                          STATION RECOVERY (1970)
 BW2393
 BW2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2393'THE STATION AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 BW2393'CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND AT THIS DATE
 BW2393'AND BELIEVED DESTROYED WHEN THE ARE WAS LEVELED IN THE VICINITY
 BW2393'OF THE MARK.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 BW2393'DATE.  A NEW DESCRIPTION FOLLOWS--
 BW2393'
 BW2393'THE STATION IS LOCATED 9.2 MILES NORTHWEST OF FAYETTE, 3.8
 BW2393'MILES WEST OF LORMAN IN THE NW 1/4 OF SEC. 24 T 10N, R 1E ON
 BW2393'THE PROPERTY OF THE FELLOWSHIP CHURCH.  IT IS ON THE TOP OF A
 BW2393'KNOLL, 45 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 25
 BW2393'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET
 BW2393'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BAPTISTERY,
 BW2393'89 FEET WEST OF THE EAST END OF THE CIRCULAR DRIVEWAY AROUND
 BW2393'THE CHURCH, 134 FEET WEST OF A POWER POLE, 46 FEET
 BW2393'WEST-SOUTHWEST OF AN 14-INCH OAK TREE, 55 FEET NORTHEAST OF A
 BW2393'20-INCH ELM TREE, 17 FEET NORTH OF A 10 FOOT BANK.  IT IS
 BW2393'A CORP OF ENGINEERS BRASS CAP RIVITED ON THE TOP OF A 4-INCH
 BW2393'IRON PIPE PROJECTING 2 FEET.  IT IS STAMPED PBM FELLOWS 1936
 BW2393'
 BW2393'REFERENCE MARK NO. 2 IS 100.56 FEET WEST OF THE STATION,
 BW2393'34 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 58 FEET
 BW2393'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 43 FEET EAST
 BW2393'OF THE WEST END OF THE CIRCULAR DRIVE AROUND THE CHURCH,
 BW2393'7.5 FEET EAST OF A UTILITY POLE, 57.5 FEET NNE OF A POWER
 BW2393'POLE, 43.5 FEET WEST OF A 20-INCH ELM TREE AND 1 FOOT EAST OF
 BW2393'A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2393'FELLOWS NO 2 1948 PROJECTING 8 INCHES.
 BW2393'
 BW2393'REFERENCE MARK NO. 3 IS 36.99 FEET NORTHEAST OF THE STATION,
 BW2393'72 FEET NORTHEAST OF THE CENTER OF THE BLACK TOP ROAD, 49 FEET
 BW2393'EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 46 FEET WEST OF
 BW2393'THE CENTER OF THE EAST END OF THE CIRCULAR DRIVEWAY, 24.5
 BW2393'FEET NORTHWEST OF A 16-INCH OAK.  IT IS A REFERENCE MARK DISK,
 BW2393'STAMPED PBM FELLOWS 1948 NO 3 1970, SET IN A DRILL HOLE IN
 BW2393'THE SOUTHWEST CORNER OF THE BAPTISTERY EAST OF THE CHURCH.
 BW2393'
 BW2393'THERE IS NO AZIMUTH MARK FOR THE STATION.
 BW2393'
 BW2393'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE
 BW2393'AT THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 28 IN
 BW2393'FAYETTE, GO NORTH ON STATE HIGHWAY 61 FOR 7.9 MILES TO A
 BW2393'CROSSROAD AT LORMAN, CONTINUE NORTH FOR 0.9 MILE TO A SIDE ROAD
 BW2393'LEFT, TURN LEFT ON STATE HIGHWAY 552 AND GO 3.95 MILES TO A
 BW2393'SIDE ROAD LEFT, TURN LEFT (SOUTHWEST) AND GO 1.0 MILE TO A
 BW2393'T-INTERSECTION, TURN LEFT AND GO SOUTHEAST FOR 0.35 MILE TO
 BW2393'THE CHURCH AND THE STATION ON THE LEFT.
 BW2393'
 BW2393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.2 MILES
 BW2393'NW OF FAYETTE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1497 ***********************************************************************
 BV1497  DESIGNATION -  FENCE
 BV1497  PID         -  BV1497
 BV1497  STATE/COUNTY-  MS/PERRY
 BV1497  USGS QUAD   -  BEAUMONT (1982)
 BV1497
 BV1497                         *CURRENT SURVEY CONTROL
 BV1497  ___________________________________________________________________
 BV1497* NAD 83(1993)-  31 13 31.60892(N)    088 54 45.63922(W)     ADJUSTED  
 BV1497* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 BV1497  ___________________________________________________________________
 BV1497  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BV1497  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV1497  HORZ ORDER  -  SECOND
 BV1497
 BV1497.The horizontal coordinates were established by classical geodetic methods
 BV1497.and adjusted by the National Geodetic Survey in May 1994.
 BV1497
 BV1497.The orthometric height was scaled from a topographic map.
 BV1497
 BV1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1497
 BV1497.The geoid height was determined by GEOID03.
 BV1497
 BV1497;                    North         East     Units Scale Factor Converg.
 BV1497;SPC MS E     -   191,273.814   292,440.551   MT  0.99995070   -0 02 28.1
 BV1497;SPC MS E     -   627,537.50    959,448.71   sFT  0.99995070   -0 02 28.1
 BV1497;UTM  16      - 3,456,164.300   317,819.429   MT  1.00000939   -0 59 30.5
 BV1497
 BV1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1497!SPC MS E     -   0.99999894  x   0.99995070  =   0.99994964
 BV1497!UTM  16      -   0.99999894  x   1.00000939  =   1.00000833
 BV1497
 BV1497:                Primary Azimuth Mark                     Grid Az
 BV1497:SPC MS E     -  KITREL                                   184 35 03.4
 BV1497:UTM  16      -  KITREL                                   185 32 05.8
 BV1497
 BV1497|---------------------------------------------------------------------|
 BV1497| PID    Reference Object                     Distance      Geod. Az  |
 BV1497|                                                           dddmmss.s |
 BV1497| BV1495 KITREL                              APPROX. 2.1 KM 1843235.3 |
 BV1497| CF9729 FENCE RM 1                            4.450 METERS 26638     |
 BV1497| CF9730 FENCE RM 2                           13.150 METERS 33241     |
 BV1497|---------------------------------------------------------------------|
 BV1497
 BV1497                          SUPERSEDED SURVEY CONTROL
 BV1497
 BV1497  NAD 83(1993)-  31 13 31.62082(N)    088 54 45.63447(W) AD(       ) 2
 BV1497  NAD 83(1986)-  31 13 31.62403(N)    088 54 45.63781(W) AD(       ) 2
 BV1497  NAD 27      -  31 13 30.98600(N)    088 54 45.48300(W) AD(       ) 2
 BV1497
 BV1497.Superseded values are not recommended for survey control.
 BV1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1497.See file dsdata.txt to determine how the superseded data were derived.
 BV1497
 BV1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1781956164(NAD 83)
 BV1497_MARKER: DS = TRIANGULATION STATION DISK
 BV1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1497
 BV1497  HISTORY     - Date     Condition        Report By
 BV1497  HISTORY     - 1921     MONUMENTED       CGS
 BV1497  HISTORY     - 1943     GOOD             CGS
 BV1497  HISTORY     - 1966     MARK NOT FOUND   MSHD
 BV1497
 BV1497                          STATION DESCRIPTION
 BV1497
 BV1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1497'STATION IS 1-1/2 MILES N OF FLAG STOP KITTRELL ON E (RIGHT) SIDE OF
 BV1497'THE TRACK, ON EXTENSION OF BACK TANGENT AND FORWARD TANGENT OF W
 BV1497'(LEFT) RAIL, OF FIRST CURVE N OF KITTRELL, 250 METERS N OF MILEPOST
 BV1497'NO. 73, 18.50 METERS OR 60.76 FEET E OF E AND NEAREST RAIL.
 BV1497'
 BV1497'SURAFCE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BV1497'CONCRETE.
 BV1497'
 BV1497'REFERENCE MARKS NOS. 1 AND 2 ON SAME SIDE OF THE TRACK 0.2 MILE W OF
 BV1497'E FENCE LINE.
 BV1497
 BV1497                          STATION RECOVERY (1943)
 BV1497
 BV1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1497'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 BV1497'GOOD CONDITION. THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 BV1497'FOUND TO BE CORRECT. A STANDARD REFERENCE POST WAS SET BY THIS
 BV1497'PARTY.  THE STATION IS 4.7 FEET NE OF THE POST.
 BV1497'
 BV1497'REFERENCE MARK NO. 1 IS 14.60 FEET W OF THE STATION. IT IS 46.84
 BV1497'FEET E OF THE E RAIL AND 51 FEET SE OF A TELEPHONE POLE. THE DISK IS
 BV1497'STAMPED FENCE 1921, NO. 1.
 BV1497'
 BV1497'REFERENCE MARK NO. 2 IS 43.14 FEET NW OF THE STATION. IT IS 47 FEET
 BV1497'E OF THE E RAIL AND 16 FEET E OF TELEPHONE POLE. THE DISK IS STAMPED
 BV1497'FENCE 1921, NO. 2.
 BV1497'
 BV1497'THE AZIMUTH MARK (STATION KITREL 1921) IS AS DESCRIBED UNDER STATION
 BV1497'KITREL 1921.
 BV1497'
 BV1497'TO REACH FROM THE JUNCTION OF ROUTES 15 AND 24 IN BEAUMONT, GO N ON
 BV1497'ROUTE 15 FOR 2.8 MILES TO RAILROAD CROSSING. THENCE RIGHT ON GRAVEL
 BV1497'ROAD FOR 0.9 MILE. TURN RIGHT AND GO 0.25 MILE TO HOUSE, CONTINUE N
 BV1497'ON DIM ROAD BETWEEN HOUSE AND BARN FOR 0.4 MILE TO TRIANGULAR
 BV1497'BLAZE ON LEFT. THENCE LEFT ABOUT 250 FEET TO RAILROAD TRACKS AND
 BV1497'STATION.
 BV1497
 BV1497                          STATION RECOVERY (1966)
 BV1497
 BV1497'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1497'THE STATION SITE WAS VISITED 2-7-66 AND NO MARKS WERE FOUND.
 BV1497'
 BV1497'LOCATED 1.5 MILES NORTH OF FLAGSTOP KITTREL ON EAST SIDE OF THE
 BV1497'TRACK ON EXTENSION OF BACK TANGENT AND FORWARD TANGENT OF THE WEST
 BV1497'RAIL.
 BV1497'
 BV1497'IT IS 250 METERS NORTH OF MILEPOST 73 AND 18.50 METERS EAST OF EAST
 BV1497'RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2466 ***********************************************************************
 BW2466  DESIGNATION -  FERGUSON
 BW2466  PID         -  BW2466
 BW2466  STATE/COUNTY-  MS/WILKINSON
 BW2466  USGS QUAD   -  PINCKNEYVILLE (1988)
 BW2466
 BW2466                         *CURRENT SURVEY CONTROL
 BW2466  ___________________________________________________________________
 BW2466* NAD 83(1993)-  31 02 00.20245(N)    091 26 34.43616(W)     ADJUSTED  
 BW2466* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 BW2466  ___________________________________________________________________
 BW2466  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BW2466  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BW2466  HORZ ORDER  -  FIRST
 BW2466
 BW2466.The horizontal coordinates were established by classical geodetic methods
 BW2466.and adjusted by the National Geodetic Survey in May 1994.
 BW2466
 BW2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2466
 BW2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2466
 BW2466.The geoid height was determined by GEOID03.
 BW2466
 BW2466;                    North         East     Units Scale Factor Converg.
 BW2466;SPC MS W     -   170,507.264   594,070.868   MT  1.00008836   -0 34 19.5
 BW2466;SPC MS W     -   559,405.92  1,949,047.51   sFT  1.00008836   -0 34 19.5
 BW2466;SPC LA S     -   280,831.908   989,538.748   MT  1.00008790   -0 03 17.2
 BW2466;SPC LA S     -   921,362.68  3,246,511.71   sFT  1.00008790   -0 03 17.2
 BW2466;SPC LA N     -    59,633.713 1,100,924.183   MT  1.00003289   +0 33 32.0
 BW2466;SPC LA N     -   195,648.27  3,611,948.76   sFT  1.00003289   +0 33 32.0
 BW2466;UTM  15      - 3,434,343.538   648,607.120   MT  0.99987241   +0 48 10.4
 BW2466
 BW2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2466!SPC MS W     -   0.99998490  x   1.00008836  =   1.00007326
 BW2466!SPC LA S     -   0.99998490  x   1.00008790  =   1.00007280
 BW2466!SPC LA N     -   0.99998490  x   1.00003289  =   1.00001779
 BW2466!UTM  15      -   0.99998490  x   0.99987241  =   0.99985731
 BW2466
 BW2466|---------------------------------------------------------------------|
 BW2466| PID    Reference Object                     Distance      Geod. Az  |
 BW2466|                                                           dddmmss.s |
 BW2466| CY3543 FERGUSON RM 1                       108.800 METERS 04903     |
 BW2466| BW2463 WOODVILLE MUNICIPAL TANK            APPROX.15.8 KM 0601405.5 |
 BW2466| BW2464 WOODVILLE WILKINSON CO CTHSE        APPROX.15.8 KM 0602327.2 |
 BW2466| CY3547 FERGUSON RM 5                        29.722 METERS 09821     |
 BW2466| BJ4865 WAKEFIELD LOT                       APPROX.15.3 KM 1400805.5 |
 BW2466| CY3545 FERGUSON RM 3                         6.217 METERS 15041     |
 BW2466| CY3544 FERGUSON RM 2                        19.043 METERS 15041     |
 BW2466| CY3546 FERGUSON RM 4                        14.165 METERS 22912     |
 BW2466| BW2483 FT ADAMS                            APPROX. 9.3 KM 3061442.3 |
 BW2466|---------------------------------------------------------------------|
 BW2466
 BW2466                          SUPERSEDED SURVEY CONTROL
 BW2466
 BW2466  NAD 83(1993)-  31 02 00.20387(N)    091 26 34.43942(W) AD(       ) 1
 BW2466  NAD 83(1986)-  31 02 00.21898(N)    091 26 34.43067(W) AD(       ) 1
 BW2466  NAD 27      -  31 01 59.58700(N)    091 26 34.01400(W) AD(       ) 1
 BW2466  NGVD 29 (07/19/86)  123.2    (m)          404.     (f) VERT ANG    3  
 BW2466
 BW2466.Superseded values are not recommended for survey control.
 BW2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2466.See file dsdata.txt to determine how the superseded data were derived.
 BW2466
 BW2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4860734344(NAD 83)
 BW2466_MARKER: DS = TRIANGULATION STATION DISK
 BW2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2466
 BW2466  HISTORY     - Date     Condition        Report By
 BW2466  HISTORY     - 1929     MONUMENTED       CGS
 BW2466  HISTORY     - 1935     GOOD             CGS
 BW2466  HISTORY     - 1956     GOOD             CGS
 BW2466  HISTORY     - 1969     GOOD             CGS
 BW2466  HISTORY     - 1977     GOOD             NGS
 BW2466
 BW2466                          STATION DESCRIPTION
 BW2466
 BW2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2466'ABOUT 10 MILES SW OF TOWN OF WOODVILLE, ON LAND OWNED BY W.L.
 BW2466'FERGUSON.
 BW2466'
 BW2466'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2466'DISKS SET IN CONCRETE.
 BW2466'UPPER MARK IS ABOUT 12 INCHES BELOW SURFACE.
 BW2466'
 BW2466'REFERENCE MARK NO. 1 IS 3.6 METERS (12 FEET) S OF CENTER
 BW2466'LINE OF ROAD, 64.9 METERS (213 FEET) E OF CENTER LINE OF FAINT
 BW2466'ROAD MENTIONED BELOW, AND 108.8 METERS (357 FEET) FROM STATION
 BW2466'N 49 DEG E.
 BW2466'
 BW2466'REFERENCE MARK NO. 2 IS ON S EDGE OF ROAD, 19.04 METERS
 BW2466'(62.5 FEET) FROM THE STATION.
 BW2466'
 BW2466'TO REACH FROM WATER TANK AT WOODVILLE, GO 3.4 MILES ON FORT
 BW2466'ADAMS ROAD, FOLLOW LEFT FORK OR SIDE ROAD, CROSSING DUNBAR
 BW2466'CREEK TWICE AT FORDS, TO BELLS STORE ON RIGHT WHICH IS 11.2
 BW2466'MILES FROM WATER TANK.  TAKE LEFT FORK 0.2 MILE TO ANOTHER
 BW2466'FORK, THEN 0.1 MILE ON RIGHT FORK TO STATION, WHICH IS ON
 BW2466'HIGHEST POINT OF LAND IN VICINITY, 12.2 METERS (40 FEET)
 BW2466'N OF CENTER LINE OF ROAD, 43.9 METERS (144 FEET) W OF FAINT
 BW2466'ROAD LEADING OFF MAIN DIRT ROAD, AND ABOUT 10 METERS (33 FEET)
 BW2466'NE OF GROUP OF BLACK WALNUT TREES ON N SIDE OF ROAD.
 BW2466
 BW2466                          STATION RECOVERY (1935)
 BW2466
 BW2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BW2466'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED
 BW2466'AND IN GOOD CONDITION.
 BW2466'
 BW2466'STATION IS ABOUT 10 MILES SW OF TOWN OF WOODVILLE.
 BW2466'
 BW2466'THE ROUTE IN ORIGINAL DESCRIPTION IS DRY SEASON ROAD ONLY.
 BW2466'ALL WEATHER ROAD IS AS FOLLOWS.  LEAVE WATER TANK AT WOODVILLE
 BW2466'GOING W ON FORT ADAMS ROAD FOR 14.5 MILES TO POND CROSSROADS.
 BW2466'TURN S ON PICKNEYVILLE ROAD FOR 4.0 MILES TO PICKNEYVILLE
 BW2466'POST OFFICE.  CONTINUE S FOR 0.4 MILE TO LANE LEADING E.
 BW2466'FOLLOW WINDING GRAVEL LANE FOR 3.1 MILES TO STATION SITE
 BW2466'WHICH IS ON HIGHEST LAND IN VICINITY AND UNDER CULTIVATION.
 BW2466
 BW2466                          STATION RECOVERY (1956)
 BW2466
 BW2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2466'THE STATION WAS VISITED ON JUNE 8, 1956, AND THE STATION
 BW2466'MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 BW2466'REFERENCE MARK 1 WAS FOUND IN ITS ORIGINAL POSITION, BUT
 BW2466'ONE SIDE OF THE MARK HAS BEEN EXPOSED BY THE DITCHING OF THE
 BW2466'ROAD AND IS IN DANGER OF BEING DESTROYED.  REFERENCE MARK 3 WAS
 BW2466'ESTABLISHED AT THIS DATE, MIDWAY BETWEEN AND IN LINE WITH
 BW2466'REFERENCE MARK 2 AND THE STATION MARK.  THE AREA AROUND
 BW2466'THE STATION IS NO LONGER UNDER CULTIVATION.  A NEW DESCRIPTION
 BW2466'FOLLOWS--
 BW2466'
 BW2466'THE STATION IS LOCATED ABOUT 10 MI. SW OF WOODVILLE, 7.25
 BW2466'MI. SE OF FORT ADAMS, 2.25 MI. NE OF THE POST OFFICE OF
 BW2466'PICKNEYVILLE, 0.3 MI. S OF THE BELL STORE, ON THE HIGHEST
 BW2466'HILL IN THE VICINITY, IN A NARROW STRIP OF WOODED GROUND BETWEEN
 BW2466'A GRAVELED ROAD AND A CULTIVATED FIELD, AND AT A POINT WHERE
 BW2466'THE ROAD STARTS DOWN HILL TO THE NE.  IT IS 180 FT. SW OF THE
 BW2466'CENTER OF A CROSSROAD FORMED BY THE GRAVELED ROAD AND A DIRT
 BW2466'ROAD, 41.5 FT. NW OF THE CENTER OF THE GRAVELED ROAD, 32
 BW2466'FT. SE OF THE SE EDGE OF THE CULTIVATED FIELD, 80 FT. SW
 BW2466'OF THE NE CORNER OF THE CULTIVATED FIELD, 12 FT. W-NW OF A
 BW2466'FORKED TREE, AND 16 FT. N-NW OF AN 18-IN. TRIANGULAR-BLAZED
 BW2466'OAK TREE ON THE S SIDE OF THE ROAD.  IT IS A STANDARD DISK,
 BW2466'STAMPED FERGUSON 1929 AND 12 IN. BELOW THE SURFACE OF THE
 BW2466'GROUND.
 BW2466'
 BW2466'REFERENCE MARK 1 IS 357.0 FT. NE OF THE STATION, 195 FT.
 BW2466'NE OF THE CENTER OF THE CROSSROAD, 12 FT. SE OF THE CENTER
 BW2466'OF THE GRAVELED ROAD, AND IN THE NW EDGE OF A CULTIVATED
 BW2466'FIELD.  IT IS A STANDARD DISK, STAMPED FERGUSON NO 1 1929
 BW2466'AND PROJECTING 6 IN.
 BW2466'
 BW2466'REFERENCE MARK 2 IS 62.50 FT. S-SE OF THE STATION, 21 FT. S
 BW2466'OF THE CENTER OF THE GRAVELED ROAD, 10 FT. SW OF A 2-FT. TWIN
 BW2466'HARDWOOD TREE, 26 FT. NE OF A TRIANGULAR-BLAZED 18-IN. OAK
 BW2466'TREE, AND 50 FT. SW OF THE SW CORNER OF A CULTIVATED FIELD.
 BW2466'IT IS A STANDARD DISK, STAMPED FERGUSON NO 2 1929 AND PROJECTING
 BW2466'2 IN.
 BW2466'
 BW2466'REFERENCE MARK 3 IS 20.40 FT. S-SE OF THE STATION, 21.5 FT.
 BW2466'N OF THE CENTER OF THE GRAVELED ROAD, 39.5 FT. N OF THE
 BW2466'18-IN. TRIANGULAR-BLAZED OAK TREE, 51 FT. NW OF THE 2-FT.
 BW2466'TWIN HARDWOOD TREE, AND 8 FT. S OF A FORKED TREE.  IT IS A
 BW2466'STANDARD DISK, STAMPED FERGUSON NO 3 1929 AND PROJECTING
 BW2466'8 IN.
 BW2466'
 BW2466'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BW2466'W ON STATE HIGHWAY 24 (MAIN STREET) FOR 0.65 MI. TO A FORK,
 BW2466'TAKE THE LEFT FORK AND GO 2.6 MI. TO A SIDE ROAD LEFT, KEEP
 BW2466'RIGHT AND GO 10.7 MI. TO A FORK, TAKE THE LEFT FORK AND
 BW2466'GO 4.3 MI. TO A SIDE ROAD LEFT JUST BEFORE REACHING THE
 BW2466'PICKNEYVILLE POST OFFICE ON THE RIGHT, TURN LEFT AND GO 3.0
 BW2466'MI. TO THE STATION ON THE LEFT ON THE TOP OF THE HILL.
 BW2466
 BW2466                          STATION RECOVERY (1969)
 BW2466
 BW2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2466'THE STATION WAS VISITED 10/29/69 AND THE STATION MARK AND
 BW2466'REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 BW2466'MARK NO. 1 WAS SEARCHED FOR BUT EVIDENTLY HAS BEEN DESTROYED
 BW2466'WHEN THE GRAVEL ROAD WAS IMPROVED.  REFERENCE MARK NO. 3,
 BW2466'ESTABLISHED IN 1956, WAS FOUND DESTROYED.  THE POST WAS RESET IN
 BW2466'A NEW LOCATION AND THE DISK RESTAMPED.  A NEW DESCRIPTION
 BW2466'FOLLOWS--
 BW2466'
 BW2466'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WOODVILLE,
 BW2466'ABOUT 7-1/4 MILES SOUTHEAST OF FORT ADAMS, 2-1/4 MILES NORTHEAST
 BW2466'OF THE U.S. POST OFFICE IN THE SMALL COMMUNITY OF PICKNEYVILLE
 BW2466'ON THE HIGHEST HILL IN THE VICINITY IN A NARROW STRIP OF WOODS
 BW2466'BETWEEN A GRAVEL ROAD AND A CULTIVATED FIELD.  IT IS 180
 BW2466'FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF CROSS ROADS,
 BW2466'133 FEET NORTH-NORTHEAST OF POWER LINE POLE THAT IS AT SLIGHT
 BW2466'ANGLE IN POWER LINE, 41 FEET NORTH-NORTHWEST OF CENTER OF
 BW2466'GRAVEL ROAD, 31 FEET EAST OF 12-INCH DOUBLE TRUNK CHINABERRY
 BW2466'TREE, 17 FEET WEST OF 12 INCH OAK TREE AND 1 FOOT
 BW2466'NORTH-NORTHWEST OF A METAL WITNESS POST.  IT IS A C AND GS
 BW2466'TRIANGULATION STATION DISK, STAMPED FERGUSON 1929,
 BW2466'12-INCHES BELOW THE SURFACE OF THE GROUND.
 BW2466'
 BW2466'REFERENCE MARK NO. 2 IS 62.48 FEET SOUTHEAST OF THE STATION.
 BW2466'IT IS 116 FEET NORTHEAST OF THE POWER LINE POLE THAT IS AT
 BW2466'THE SLIGHT ANGLE IN THE POWER LINE, 20.5 FEET NORTH OF AN
 BW2466'18-INCH OAK WITH TRIANGLE BLAZE, 19 FEET SOUTH-SOUTHEAST
 BW2466'OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH-SOUTHEAST OF A
 BW2466'METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2466'STAMPED FERGUSON NO 2 1929, FLUSH WITH THE GROUND SURFACE.
 BW2466'
 BW2466'REFERENCE MARK NO. 4 IS 46.48 FEET SOUTHWEST OF THE STATION.
 BW2466'IT IS SET IN THE WOODS, 90.5 FEET NORTH OF THE POWER LINE
 BW2466'POLE THAT IS AT THE SLIGHT ANGLE IN THE POWER LINE, 33 FEET
 BW2466'NORTH-NORTHWEST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT
 BW2466'NORTH-NORTHWEST OF A METAL WITNESS POST.  IT IS A C AND GS
 BW2466'REFERENCE MARK DISK, STAMPED FERGUSON 1929 NO 4 1969, PROJECTING
 BW2466'4-INCHES ABOVE THE GROUND.
 BW2466'
 BW2466'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BW2466'WEST ON STATE HIGHWAY 24 FOR 0.6 MILE TO A FORK, TAKE THE
 BW2466'LEFT FORK AND GO SOUTHWEST ON PAVED ROAD AS PER SIGN POND
 BW2466'(STATE HIGHWAY 24 GOES RIGHT AT THIS POINT) FOR 2.7 MILES
 BW2466'TO SIDE ROAD LEFT, CONTINUE AHEAD ON PAVED ROAD, WESTERLY,
 BW2466'FOR 6.45 MILES TO A STORE AND GAS STATION ON THE RIGHT, CONTINUE
 BW2466'WEST ON PAVED ROAD FOR 2.4 MILES TO GRAVEL SIDE ROAD LEFT,
 BW2466'TURN LEFT AS PER SIGN ST. MATHEWS BAPTIST CHURCH 2 MILES,
 BW2466'CROSS CATTLE GUARD AND GO SOUTHERLY ON GRAVEL ROAD FOR 1.35
 BW2466'MILE TO T-JUNCTION, TURN LEFT AND GO EAST 0.1 MILE TO FORK,
 BW2466'TAKE THE RIGHT FORK AND GO SOUTHERLY 0.1 MILE TO A FORK,
 BW2466'TAKE THE LEFT FORK, CONTINUE SOUTHERLY FOR 3.35 MILE TO
 BW2466'CROSS ROAD, (GRAVEL ROAD ON THE LEFT AND WOODS ROAD ON
 BW2466'THE RIGHT) AND THE STATION 180 FEET TO THE SOUTHWEST ON
 BW2466'THE RIGHT SIDE OF THE ROAD AND AT HIGHEST POINT IN THE
 BW2466'VICINITY.
 BW2466'
 BW2466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MI.
 BW2466'NORTHEAST OF PICKNEYVILLE
 BW2466
 BW2466                          STATION RECOVERY (1977)
 BW2466
 BW2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2466'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 BW2466'CONDITION, REFERENCE MARK 2 WAS FOUND BROKEN OFF.  A REFERENCE
 BW2466'MARK 5 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 4
 BW2466'CHECKED THE OLD DATA.  NO DATA WAS AVAILABLE TO CHECK THE
 BW2466'DIRECTION TO REFERENCE MARK 4.  FOLLOWING IS A NEW DESCRIPTION.
 BW2466'
 BW2466'THE STATION IS ABOUT 10 MILES SOUTHWEST OF WOODVILLE, 7-1/2
 BW2466'MILES SOUTHEAST OF FT ADAMS, IN A WOODED AREA ON THE NORTHWEST
 BW2466'SIDE OF A GRAVELED ROAD AND ON PROPERTY OWNED BY HOWARD
 BW2466'FERGUSON WHO LIVES IN WOODVILLE, MISSISSIPPI.
 BW2466'
 BW2466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 BW2466'STATE HIGHWAY 66 ABOUT 3 MILES NORTHEAST OF ST FRANCESVILLE,
 BW2466'LOUISIANA, GO NORTHWESTERLY
 BW2466'ON STATE HIGHWAY 66 FOR 11.95 MILES TO THE JUNCTION
 BW2466'WITH STATE HIGHWAY 969 ON THE RIGHT.  TURN RIGHT AND GO
 BW2466'NORTHERLY ON STATE HIGHWAY 969
 BW2466'FOR 1.2 MILES TO THE LOUISIANA-MISSISSIPPI
 BW2466'STATE LINE.  CONTINUE NORTHERLY ON PAVED ROAD FOR
 BW2466'1.5 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BW2466'NORTHEAST ON THE GRAVELED ROAD FOR 0.9 MILE TO A FORK.  TAKE
 BW2466'THE LEFT FORK AND CONTINUE NORTHEAST ON THE GRAVELED ROAD
 BW2466'FOR 1.9 MILES TO THE STATION ON THE LEFT.
 BW2466'
 BW2466'STATION MARK IS A STANDARD DISK STAMPED---FERGUSON 1929---, SET
 BW2466'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 12
 BW2466'INCHES BELOW THE GROUND SURFACE.  IT IS 132 FEET NORTHEAST
 BW2466'OF A POWER LINE POLE, 42 FEET NORTHWEST OF THE CENTER OF A
 BW2466'GRAVELED ROAD AND 5.5 FEET SOUTH OF A METAL WITNESS POST.
 BW2466'THE UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 BW2466'
 BW2466'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---FERGUSON 1929
 BW2466'NO 4 1969---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BW2466'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 32 FEET
 BW2466'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT WEST OF A
 BW2466'METAL WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 BW2466'
 BW2466'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---FERGUSON 1929
 BW2466'NO 5 1977---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BW2466'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 23 FEET
 BW2466'SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 1.8 FEET WEST OF
 BW2466'A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 BW2466'STATION.
 BW2466'
 BW2466'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.6 METERS.
 BW2466'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2239 ***********************************************************************
 BW2239  DESIGNATION -  FERN
 BW2239  PID         -  BW2239
 BW2239  STATE/COUNTY-  MS/WALTHALL
 BW2239  USGS QUAD   -  JAYESS (1970)
 BW2239
 BW2239                         *CURRENT SURVEY CONTROL
 BW2239  ___________________________________________________________________
 BW2239* NAD 83(1993)-  31 16 08.41159(N)    090 09 32.77365(W)     ADJUSTED  
 BW2239* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 BW2239  ___________________________________________________________________
 BW2239  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BW2239  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BW2239  HORZ ORDER  -  FIRST
 BW2239
 BW2239.The horizontal coordinates were established by classical geodetic methods
 BW2239.and adjusted by the National Geodetic Survey in May 1994.
 BW2239
 BW2239.The orthometric height was scaled from a topographic map.
 BW2239
 BW2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2239
 BW2239.The geoid height was determined by GEOID03.
 BW2239
 BW2239;                    North         East     Units Scale Factor Converg.
 BW2239;SPC MS W     -   196,113.202   716,591.953   MT  0.99995339   +0 05 25.6
 BW2239;SPC MS W     -   643,414.73  2,351,018.77   sFT  0.99995339   +0 05 25.6
 BW2239;UTM  15      - 3,462,897.443   770,496.352   MT  1.00050259   +1 28 31.7
 BW2239
 BW2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2239!SPC MS W     -   0.99998330  x   0.99995339  =   0.99993669
 BW2239!UTM  15      -   0.99998330  x   1.00050259  =   1.00048588
 BW2239
 BW2239|---------------------------------------------------------------------|
 BW2239| PID    Reference Object                     Distance      Geod. Az  |
 BW2239|                                                           dddmmss.s |
 BW2239| CY3549 FERN RM 1                            33.266 METERS 06127     |
 BW2239| CY3550 FERN RM 2                            31.205 METERS 18203     |
 BW2239| BW2257 SIMMONS                             APPROX. 8.8 KM 1955436.5 |
 BW2239| CY3548 FERN AZ MK                                         3570611.8 |
 BW2239|---------------------------------------------------------------------|
 BW2239
 BW2239                          SUPERSEDED SURVEY CONTROL
 BW2239
 BW2239  NAD 83(1986)-  31 16 08.42645(N)    090 09 32.77061(W) AD(       ) 1
 BW2239  NAD 27      -  31 16 07.79200(N)    090 09 32.45000(W) AD(       ) 1
 BW2239
 BW2239.Superseded values are not recommended for survey control.
 BW2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2239.See file dsdata.txt to determine how the superseded data were derived.
 BW2239
 BW2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ7049662897(NAD 83)
 BW2239_MARKER: DS = TRIANGULATION STATION DISK
 BW2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2239
 BW2239  HISTORY     - Date     Condition        Report By
 BW2239  HISTORY     - 1947     MONUMENTED       CGS
 BW2239  HISTORY     - 1955     GOOD             CGS
 BW2239  HISTORY     - 1968     MARK NOT FOUND   USGS
 BW2239  HISTORY     - 1969     GOOD             MSHD
 BW2239
 BW2239                          STATION DESCRIPTION
 BW2239
 BW2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2239'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH OF TYLERTOWN, 2.8
 BW2239'MILES WEST OF STATE HIGHWAY 27, 29 FEET EAST OF THE APPROXIMATE
 BW2239'CENTERLINE OF A GRAVELED ROAD, 17 FEET SOUTH-SOUTHEAST OF A
 BW2239'TRIANGULARLY BLAZED 10-INCH PINE TREE, AND 14 FEET SOUTHEAST
 BW2239'OF A WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH WITH
 BW2239'THE GROUND, AND THE DISK IS STAMPED FERN 1947.
 BW2239'
 BW2239'REFERENCE MARK NO. 1 IS 109.14 FEET EAST-NORTHEAST OF THE
 BW2239'STATION AND IN PASTURE LAND.  THE MARK PROJECTS 6 INCHES,
 BW2239'AND THE DISK IS STAMPED FERN NO 1 1947.
 BW2239'
 BW2239'REFERENCE MARK NO. 2 IS 102.38 FEET SOUTH OF THE STATION,
 BW2239'25 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2239'ROAD, AND 6 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS
 BW2239'6 INCHES, AND THE DISK IS STAMPED FERN NO 2 1947.
 BW2239'
 BW2239'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 0.05
 BW2239'MILE EAST OF A FARM HOUSE, 22 FEET WEST OF THE APPROXIMATE
 BW2239'CENTERLINE OF A GRAVELED ROAD, AND 4 FEET SOUTH OF A WITNESS
 BW2239'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BW2239'FERN 1947.
 BW2239'
 BW2239'TO REACH THE STATION FROM THE EAST SIDE OF THE WALTHALL
 BW2239'COURT HOUSE IN TYLERTOWN, GO NORTH AND NORTHWEST ON STATE
 BW2239'HIGHWAY 27 FOR 12.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST
 BW2239'FOR 2.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE
 BW2239'TO THE STATION ON THE RIGHT.
 BW2239'
 BW2239'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 BW2239'ROAD FOR 0.4 MILE TO A FARM DRIVEWAY ON THE LEFT AND THE
 BW2239'AZIMUTH MARK.
 BW2239'
 BW2239'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2239
 BW2239                          STATION RECOVERY (1955)
 BW2239
 BW2239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2239'THE STATION WAS VISITED AND THE STATION MARK, AND REFERENCE
 BW2239'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 BW2239'WAS FOUND UPROOTED.  THE MARK WAS RESTAMPED NO. 3 AND USED
 BW2239'TO ESTABLISH REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS
 BW2239'FOUND WITH THE TOP PORTION OF THE MARK BROKEN OFF, THE DISK
 BW2239'WAS NOT FOUND.
 BW2239'
 BW2239'A NEW DESCRIPTION FOLLOWS--
 BW2239'
 BW2239'THE STATION IS LOCATED 10.5 MILES NORTH OF TYLERTOWN AND ABOUT
 BW2239'2.8 MILES WEST OF STATE HIGHWAY 27 AND 0.15 MILE EAST OF A
 BW2239'LOOKOUT TOWER, IN PASTURE LAND AND 0.1 MILE NORTH OF AN
 BW2239'EAST-WEST GRAVELED ROAD, 29 FEET EAST OF THE CENTER OF A
 BW2239'NORTH-SOUTH GRAVELED ROAD, 17 FEET SOUTH OF A 12-INCH LONE
 BW2239'PINE TREE AND 156 FEET NORTH OF A PIPE LINE CROSSING.  IT
 BW2239'IS A STANDARD DISK, STAMPED FERN 1947, FLUSH WITH THE GROUND.
 BW2239'
 BW2239'REFERENCE MARK NO. 1 IS 109.14 FEET EAST-NORTHEAST OF THE
 BW2239'STATION, IN THE PASTURE, AND 129 FEET EAST OF THE CENTER
 BW2239'OF THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED FERN
 BW2239'NO 1 1947, PROJECTING 6 INCHES.
 BW2239'
 BW2239'REFERENCE MARK NO. 3 IS 73.16 FEET SOUTH OF THE STATION,
 BW2239'83 FEET NORTH OF THE PIPE LINE CROSSING AND 29 FEET EAST OF
 BW2239'THE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK,
 BW2239'STAMPED FERN NO 3 1947, PROJECTING 6 INCHES.
 BW2239'
 BW2239'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BW2239'NO. 3 IS 156.6 FEET.
 BW2239'
 BW2239'TO REACH THE STATION FROM THE COURTHOUSE IN TYLERTOWN, GO
 BW2239'NORTH ON STATE HIGHWAY 27 FOR 11.65 MILES TO A CROSSROAD,
 BW2239'TURN LEFT AND GO 0.9 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 BW2239'AHEAD FOR 0.8 MILE TO A CROSSROADS, CONTINUE STRAIGHT AHEAD
 BW2239'FOR 1.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE
 BW2239'TO THE STATION ON THE RIGHT.
 BW2239
 BW2239                          STATION RECOVERY (1968)
 BW2239
 BW2239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BW2239'STATION NOT RECOVERED.
 BW2239'
 BW2239'R.M. 3 THE ONLY MARK FOUND, A TELEPHONE CABLE WAS PUT UNDERGROUND
 BW2239'IN THIS AREA.  MARKS MAY HAVE BEEN DESTROYED.
 BW2239'
 BW2239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MI.
 BW2239'N. OF TYLER TOWN
 BW2239
 BW2239                          STATION RECOVERY (1969)
 BW2239
 BW2239'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2239'THE STATION WAS VISITED 4-16-69 AND THE STATION MARK, REFERENCE
 BW2239'MARK NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2239'MARK WAS PREVIOUSLY DESTROYED.
 BW2239'
 BW2239'THE STATION IS LOCATED 10.7 MILES NORTH OF TYLERTOWN AND 3.5
 BW2239'MILES NORTHWEST OF SALEM NEAR THE CENTER OF THE WEST SIDE
 BW2239'OF SECTION 36, T 4N, R 10E AND ON PROPERTY OWNED BY MR. DUDLEY
 BW2239'ROBEY.  IT IS APPROXIMATELY 150 YARDS EAST OF A LOOKOUT TOWER,
 BW2239'29 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 50 FEET NORTH
 BW2239'NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER AND A GUY
 BW2239'WIRE, 118 FEET NORTH NORTHEAST OF THE MOST NORTHERN CONCRETE
 BW2239'POST FOR A PIPE LINE CROSSING AND 1 FOOT EAST OF A METAL
 BW2239'WITNESS POST.
 BW2239'
 BW2239'IT IS A STANDARD TRIANGULATION DISK, STAMPED FERN 1947 FLUSH
 BW2239'WITH THE GROUND.
 BW2239'
 BW2239'REFERENCE MARK NO. 1 IS 109.14 FEET EAST NORTHEAST OF THE
 BW2239'STATION.  IT IS 192 FEET EAST OF THE CENTER OF A GRAVELED
 BW2239'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2239'DISK, STAMPED FERN NO 1 1947 PROJECTING 6 INCHES.
 BW2239'
 BW2239'REFERENCE MARK NO. 3 IS 73.16 FEET SOUTH OF THE STATION.
 BW2239'IT IS 29 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 27 FEET
 BW2239'SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER AND A GUY
 BW2239'WIRE, 45.5 FEET NORTHEAST OF THE MOST NORTHERN CONCRETE POST
 BW2239'FOR A PIPE LINE CROSSING 71 FEET NORTHEAST OF A POWER LINE
 BW2239'POLE WITH A METER ON IT AND 1 FOOT SOUTH OF A METAL WITNESS
 BW2239'POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED FERN
 BW2239'NO 3 1947 PROJECTING 1 INCH.
 BW2239'
 BW2239'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 156.6
 BW2239'FEET.
 BW2239'
 BW2239'TO REACH THE STATION FROM THE WALTHALL COUNTY COURTHOUSE
 BW2239'IN TYLERTOWN GO NORTH ON STATE HIGHWAY 27 FOR 8.3 MILES TO
 BW2239'A SIDE ROAD RIGHT NEAR THE SETTLEMENT OF SALEM.  CONTINUE
 BW2239'NORTHWEST ON STATE HIGHWAY 27 FOR 3.2 MILES TO A CROSSROADS.
 BW2239'TURN LEFT (WEST) AND CONTINUE ON A GRAVELED ROAD FOR 0.9
 BW2239'MILE TO ANOTHER CROSSORADS.  CONTINUE WEST ON A GRAVELED
 BW2239'ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (NORTH)
 BW2239'AND CONTINUE ON A GRAVELED ROAD FOR 0.05 MILE TO THE STATION
 BW2239'ON THE RIGHT JUST BEYOND A PIPE LINE CROSSING.
 BW2239'
 BW2239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BW2239'NORTHWEST OF SALEM
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2278 ***********************************************************************
 BW2278  DESIGNATION -  FERNWOOD INDUSTRIES CO TANK
 BW2278  PID         -  BW2278
 BW2278  STATE/COUNTY-  MS/PIKE
 BW2278  USGS QUAD   -  MC COMB SOUTH (1972)
 BW2278
 BW2278                         *CURRENT SURVEY CONTROL
 BW2278  ___________________________________________________________________
 BW2278* NAD 83(1993)-  31 11 09.39064(N)    090 26 40.46252(W)     ADJUSTED  
 BW2278* NAVD 88     -              **(meters)            **(feet)            
 BW2278  ___________________________________________________________________
 BW2278  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BW2278  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW2278  HORZ ORDER  -  THIRD
 BW2278
 BW2278.The horizontal coordinates were established by classical geodetic methods
 BW2278.and adjusted by the National Geodetic Survey in May 1994.
 BW2278
 BW2278
 BW2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2278
 BW2278.The geoid height was determined by GEOID03.
 BW2278
 BW2278;                    North         East     Units Scale Factor Converg.
 BW2278;SPC MS W     -   186,896.602   689,397.342   MT  0.99995139   -0 03 27.4
 BW2278;SPC MS W     -   613,176.60  2,261,797.78   sFT  0.99995139   -0 03 27.4
 BW2278;UTM  15      - 3,453,022.457   743,519.626   MT  1.00033153   +1 19 26.0
 BW2278
 BW2278                          SUPERSEDED SURVEY CONTROL
 BW2278
 BW2278  NAD 83(1986)-  31 11 09.40611(N)    090 26 40.45886(W) AD(       ) 4
 BW2278  NAD 27      -  31 11 08.77000(N)    090 26 40.10000(W) AD(       ) 3
 BW2278
 BW2278.Superseded values are not recommended for survey control.
 BW2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2278.See file dsdata.txt to determine how the superseded data were derived.
 BW2278
 BW2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4352053022(NAD 83)
 BW2278_MARKER: 53 = ELEVATED TANK
 BW2278
 BW2278  HISTORY     - Date     Condition        Report By
 BW2278  HISTORY     - 1949     FIRST OBSERVED   CGS
 BW2278  HISTORY     - 1955     GOOD             CGS
 BW2278  HISTORY     - 1969     GOOD             MSHD
 BW2278  HISTORY     - 20070324 MARK NOT FOUND   MSSU
 BW2278
 BW2278                          STATION DESCRIPTION
 BW2278
 BW2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2278'NO PREVIOUS DESCRIPTION FOR THIS STATION.
 BW2278'
 BW2278'THE STATION WAS VISITED 6-12-55 AND WAS FOUND IN GOOD CONDITION.
 BW2278'
 BW2278'IT IS LOCATED IN THE NORTHEAST SECTION OF FERNWOOD, 0.1 MILE
 BW2278'SOUTH OF THE ILLINOIS CENTRAL RAILROAD STATION IN FERNWOOD.
 BW2278'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON
 BW2278'TOP.  IT IS ABOUT 150 FEET HIGH.
 BW2278
 BW2278                          STATION RECOVERY (1969)
 BW2278
 BW2278'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2278'THE STATION WAS VISITED 5-6-69 AND THE STATION WAS FOUND
 BW2278'IN GOOD CONDITION.
 BW2278'
 BW2278'THE STATION IS LOCATED 0.15 MILE SOUTH OF FERNWOOD IN THE
 BW2278'NORTHWEST 1/4 OF SECTION 31, T 3N, R 8E AND ON PROPERTY
 BW2278'OWNED BY FERNWOOD INDUSTRIES CO.  IT IS A TANK ATOP A FOUR
 BW2278'LEGGED STEEL STRUCTURE BLACK IN COLOR WITH AN OVERALL HEIGHT
 BW2278'OF ABOUT 150 FEET.
 BW2278'
 BW2278'TO REACH THE STATION FROM THE PIKE COUNTY COURTHOUSE IN
 BW2278'MAGNOLIA GO WEST ON BAY STREET (STATE HIGHWAY 48) FOR 0.1
 BW2278'MILE TO THE INTERSECTION OF U.S. HIGHWAY 51.  TURN RIGHT
 BW2278'(NORTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 3.1 MILES TO
 BW2278'A CROSSROADS.  TURN RIGHT (EAST) AND CONTINUE ON A BLACKTOP
 BW2278'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (SOUTH)
 BW2278'PASSING THE POST OFFICE AND CONTINUE ON A BLACKTOP ROAD
 BW2278'FOR 0.15 MILE TO THE TANK ON THE RIGHT.
 BW2278
 BW2278                          STATION RECOVERY (2007)
 BW2278
 BW2278'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (DKM)
 BW2278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1237 ***********************************************************************
 DK1237  DESIGNATION -  FERRY
 DK1237  PID         -  DK1237
 DK1237  STATE/COUNTY-  MS/WASHINGTON
 DK1237  USGS QUAD   -  WAYSIDE (1970)
 DK1237
 DK1237                         *CURRENT SURVEY CONTROL
 DK1237  ___________________________________________________________________
 DK1237* NAD 83(1993)-  33 21 26.72282(N)    091 07 04.92978(W)     ADJUSTED  
 DK1237* NAVD 88     -        41.27   (+/-2cm)     135.4    (feet)  VERTCON   
 DK1237  ___________________________________________________________________
 DK1237  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 DK1237  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1237  HORZ ORDER  -  FIRST
 DK1237  VERT ORDER  -  ? (See Below)
 DK1237
 DK1237.The horizontal coordinates were established by classical geodetic methods
 DK1237.and adjusted by the National Geodetic Survey in May 1994.
 DK1237
 DK1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1237.The vertical order pertains to the NGVD 29 superseded value.
 DK1237
 DK1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1237
 DK1237.The geoid height was determined by GEOID03.
 DK1237
 DK1237;                    North         East     Units Scale Factor Converg.
 DK1237;SPC MS W     -   427,953.330   626,966.858   MT  1.00001574   -0 25 53.4
 DK1237;SPC MS W     - 1,404,043.55  2,056,973.77   sFT  1.00001574   -0 25 53.4
 DK1237;SPC AR S     -   476,968.017   482,086.414   MT  0.99998776   +0 29 37.1
 DK1237;SPC AR S     - 1,564,852.57  1,581,645.18   sFT  0.99998776   +0 29 37.1
 DK1237;UTM  15      - 3,692,493.662   675,105.506   MT  0.99997804   +1 02 06.3
 DK1237
 DK1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1237!SPC MS W     -   0.99999767  x   1.00001574  =   1.00001341
 DK1237!SPC AR S     -   0.99999767  x   0.99998776  =   0.99998543
 DK1237!UTM  15      -   0.99999767  x   0.99997804  =   0.99997571
 DK1237
 DK1237:                Primary Azimuth Mark                     Grid Az
 DK1237:SPC MS W     -  GREENVILLE W TRANSMISSION TWR            031 21 14.3
 DK1237:SPC AR S     -  GREENVILLE W TRANSMISSION TWR            030 25 43.8
 DK1237:UTM  15      -  GREENVILLE W TRANSMISSION TWR            029 53 14.6
 DK1237
 DK1237|---------------------------------------------------------------------|
 DK1237| PID    Reference Object                     Distance      Geod. Az  |
 DK1237|                                                           dddmmss.s |
 DK1237| DK2037 GREENVILLE W TRANSMISSION TWR       APPROX. 6.5 KM 0305520.9 |
 DK1237| DK2036 GREENVILLE UNITED GYPSUM CO TK      APPROX. 9.3 KM 0394246.7 |
 DK1237| DK2024 GREENVILLE COMPRESS CO TANK         APPROX. 9.7 KM 0465926.7 |
 DK1237| DK1240 FERRY RM 1 AZIMUTH                  342.250 METERS 12411     |
 DK1237| DK1241 FERRY RM 2                           86.410 METERS 17011     |
 DK1237|---------------------------------------------------------------------|
 DK1237
 DK1237                          SUPERSEDED SURVEY CONTROL
 DK1237
 DK1237  NAD 83(1986)-  33 21 26.73287(N)    091 07 04.92382(W) AD(       ) 1
 DK1237  NAD 27      -  33 21 26.31400(N)    091 07 04.53400(W) AD(       ) 1
 DK1237  NGVD 29 (??/??/??)   41.336  (m)          135.62   (f) ADJUSTED    ?  
 DK1237
 DK1237.Superseded values are not recommended for survey control.
 DK1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1237.See file dsdata.txt to determine how the superseded data were derived.
 DK1237
 DK1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7510692494(NAD 83)
 DK1237_MARKER: DB = BENCH MARK DISK
 DK1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1237_STAMPING: FERRY (1929)
 DK1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1237+STABILITY: SURFACE MOTION
 DK1237
 DK1237  HISTORY     - Date     Condition        Report By
 DK1237  HISTORY     - 1929     MONUMENTED       CGS
 DK1237  HISTORY     - 1935     POOR             CGS
 DK1237  HISTORY     - 1937     GOOD             USE
 DK1237  HISTORY     - 1967     GOOD             MSHD
 DK1237
 DK1237                          STATION DESCRIPTION
 DK1237
 DK1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 DK1237'ABOUT 5.3 MILES SOUTH OF GREENVILLE AT FERRY LANDING, ON
 DK1237'STATE ROUTE 10, ON LEVEE BANQUETTE, 143 FEET NORTHEAST OF
 DK1237'GATE ON LEVEE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 DK1237'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 DK1237'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 DK1237'1 IS 30 FEET EAST OF CENTER LINE OF ROUTE 10, AT NORTH END
 DK1237'OF GOYER SERVICE STATION SIGN, AND 1,122.9 FEET FROM STATION
 DK1237'S 55 DEG 49 MIN 03 SEC E.  NO. 2 IS 20 FEET NORTH
 DK1237'OF CENTER LINE OF ROUTE 10, ABOUT 100 YARDS NORTHEAST OF
 DK1237'WHERE ROAD CROSSES LEVEE, AND 283.5 FEET FROM STATION,
 DK1237'S 9 DEG 49 MIN E.
 DK1237
 DK1237                          STATION RECOVERY (1935)
 DK1237
 DK1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK1237'ABOUT 5.3 MILES S OF GREENVILLE ON STATE ROAD 82.
 DK1237'
 DK1237'STATION IS 300 FEET E OF THE PLACE WHERE STATE ROAD 82 CROSSES
 DK1237'LEVEE AND 7 FEET S OF CENTER LINE OF LANE WHICH RUNS E AND
 DK1237'W ON LEVEE BANQUETTE.  STATION IS SLIGHTLY ECCENTRIC DUE
 DK1237'TO TOP HAVING BEEN MOVED APPROXIMATELY 1 INCH W.  MONUMENT
 DK1237'IS INTACT AND SOLID IN GROUND.  CONCLUSION DRAWN FROM FACT
 DK1237'THAT MONUMENT TILTS SLIGHTLY W AND THERE IS LARGE PIECE
 DK1237'OF CONCRETE CHIPPED OFF THE E SIDE.
 DK1237'
 DK1237'REFERENCE MARK NO. 1 IS IN GOOD CONDITION AND APPROXIMATELY
 DK1237'0.25 MILE E OF STATION AND 30 FEET E OF CENTER LINE OF STATE
 DK1237'ROAD 82.  THERE IS A WILLOW THICKET ALONG A DRY DITCH AT
 DK1237'RIGHT ANGLES TO THE ROAD AND JUST ACROSS THE ROAD FROM THE
 DK1237'REFERENCE MARK.  GOYER SIGN IS GONE.
 DK1237'
 DK1237'REFERENCE MARK NO. 2 IS APPROXIMATELY 306 FEET E OF PLACE
 DK1237'WHERE STATE ROAD 82 CROSSES LEVEE AND 20 FEET N OF CENTER
 DK1237'LINE OF STATE ROAD 82.  REFERENCE MARK HAS BEEN TILTED E
 DK1237'AND SETS APPROXIMATELY AT 45 DEG WITH THE PERPENDICULAR.
 DK1237'REFERENCE MARK IS VERY SOLID AND 6 INCHES OF HIGH SIDE IS
 DK1237'ABOVE GROUND.
 DK1237
 DK1237                          STATION RECOVERY (1937)
 DK1237
 DK1237'RECOVERY NOTE BY US ENGINEERS 1937
 DK1237'STATION FOUND IN GOOD CONDITION.
 DK1237'
 DK1237'REFERENCE MARK NOS. 1 AND 2 EVIDENTLY DESTROYED BY INSTALMENT
 DK1237'OF GREENVILLE SEWER.
 DK1237
 DK1237                          STATION RECOVERY (1967)
 DK1237
 DK1237'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1237'4.8 MI SW FROM GREENVILLE.
 DK1237'THE MARK IS LOCATED APPROXIMATELY 300 FEET EAST OF THE T INTERSECTION
 DK1237'OF A CONCRETE ROAD WITH AN OLD LEVEE, 4.8 MILES SOUTHWEST OF
 DK1237'GREENVILLE IN THE SOUTHWEST CORNER OF SECTION 13, T 18N, R 9W.  TO
 DK1237'REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST ON MAIN
 DK1237'STREET FOR 1.1 MILES TO THE INTERSECTION OF U.S. HIGHWAY 82.  TURN
 DK1237'RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.4 MILES TO A SIDE
 DK1237'ROAD RIGHT.  TURN RIGHT (NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD
 DK1237'FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT (SOUTHWEST) AND CONTINUE
 DK1237'ON A BLACKTOP ROAD FOR 1.85 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 DK1237'SOUTHWEST ON A CONCRETE ROAD FOR 1.0 MILE TO A T INTERSECTION WITH AN
 DK1237'OLD LEVEE AND THE MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS A DISK
 DK1237'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND IS FLUSH WITH THE
 DK1237'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1242 ***********************************************************************
 DK1242  DESIGNATION -  FERRY RM 3
 DK1242  PID         -  DK1242
 DK1242  STATE/COUNTY-  MS/WASHINGTON
 DK1242  USGS QUAD   -  WAYSIDE (1970)
 DK1242
 DK1242                         *CURRENT SURVEY CONTROL
 DK1242  ___________________________________________________________________
 DK1242* NAD 83(1986)-  33 21 25.     (N)    091 07 04.     (W)     SCALED    
 DK1242* NAVD 88     -        41.22   (+/-2cm)     135.2    (feet)  VERTCON   
 DK1242  ___________________________________________________________________
 DK1242  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1242  VERT ORDER  -  THIRD (See Below)
 DK1242
 DK1242.The horizontal coordinates were scaled from a topographic map and have
 DK1242.an estimated accuracy of +/- 6 seconds.
 DK1242
 DK1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1242.The vertical order pertains to the NGVD 29 superseded value.
 DK1242
 DK1242.The geoid height was determined by GEOID03.
 DK1242
 DK1242;                    North         East    Units  Estimated Accuracy
 DK1242;SPC MS W     -   427,900.      626,990.      MT  (+/- 180 meters Scaled)
 DK1242
 DK1242                          SUPERSEDED SURVEY CONTROL
 DK1242
 DK1242  NGVD 29 (??/??/??)   41.28   (m)          135.4    (f) RESET       3  
 DK1242
 DK1242.Superseded values are not recommended for survey control.
 DK1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1242.See file dsdata.txt to determine how the superseded data were derived.
 DK1242
 DK1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751924(NAD 83)
 DK1242_MARKER: DR = REFERENCE MARK DISK
 DK1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1242_STAMPING: FERRY NO 3 1929 1967
 DK1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1242+STABILITY: SURFACE MOTION
 DK1242
 DK1242  HISTORY     - Date     Condition        Report By
 DK1242  HISTORY     - 1967     MONUMENTED       CGS
 DK1242  HISTORY     - 1985     GOOD             NGS
 DK1242
 DK1242                          STATION DESCRIPTION
 DK1242
 DK1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DK1242'5.3 MI SW FROM GREENVILLE.
 DK1242'5.3 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 82 FROM GREENVILLE, NEAR
 DK1242'THE OLD GREENVILLE FERRY LANDING, ABOUT 300 FEET NORTHEAST OF THE OLD
 DK1242'CONCRETE HIGHWAY, 84.72 FEET EAST-SOUTHEAST OF THE STATION, 27 FEET
 DK1242'SOUTH OF THE DROPOFF OF THE OLD LEVEE, 102 FEET WEST-SOUTHWEST OF THE
 DK1242'THIRD POWER POLE EAST OF THE ROAD, 1 FOOT NORTH OF A METAL WITNESS
 DK1242'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DK1242
 DK1242                          STATION RECOVERY (1985)
 DK1242
 DK1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DK1242'TO REACH FROM THE POST OFFICE IN GREENVILLE GO SOUTH ON MAIN STREET
 DK1242'FOR 1.1 MILES TO JUNCTION OF U.S. HIGHWAY 82, TURN RIGHT AND FOLLOW
 DK1242'HIGHWAY 82 SOUTHWEST FOR 4.35 MILES TO PAVED SIDEROAD ON RIGHT, TURN
 DK1242'RIGHT AND GO WEST FOR 1.25 MILES TO A CROSSROAD ON TOP OF NEW LEVEE,
 DK1242'TURN LEFT AND FOLLOW PAVED ROAD ON TOP OF LEVEE 0.4 MILE TO FORK,
 DK1242'TAKE RIGHT FORK FOR 0.5 MILE TO ENTRANCE TO WARFIELD POINT PARK ON
 DK1242'RIGHT, TURN RIGHT THRU PARK FOR 0.2 MILE TO A GRAVEL ROAD ON RIGHT,
 DK1242'TURN RIGHT ON GRAVEL ROAD FOR 0.05 MILE TO TOP OF OLD LEVEE, CONTINUE
 DK1242'AHEAD CROSSING LEVEE FOR 0.4 MILE TO A REVERSE FORK ON OLD LEVEE AT
 DK1242'NORTHEAST CORNER OF PARK, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO OLD
 DK1242'CONCRETE ROAD AND CARSONITE WITNESS PARK ON THE LEFT. MARK IS LOCATED
 DK1242'345.0 FEET NORTH OF THIS POINT ON OLD LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1243 ***********************************************************************
 DK1243  DESIGNATION -  FERRY RM 4
 DK1243  PID         -  DK1243
 DK1243  STATE/COUNTY-  MS/WASHINGTON
 DK1243  USGS QUAD   -  WAYSIDE (1970)
 DK1243
 DK1243                         *CURRENT SURVEY CONTROL
 DK1243  ___________________________________________________________________
 DK1243* NAD 83(1986)-  33 21 26.     (N)    091 07 05.     (W)     SCALED    
 DK1243* NAVD 88     -        39.72   (+/-2cm)     130.3    (feet)  VERTCON   
 DK1243  ___________________________________________________________________
 DK1243  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1243  VERT ORDER  -  THIRD (See Below)
 DK1243
 DK1243.The horizontal coordinates were scaled from a topographic map and have
 DK1243.an estimated accuracy of +/- 6 seconds.
 DK1243
 DK1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1243.The vertical order pertains to the NGVD 29 superseded value.
 DK1243
 DK1243.The geoid height was determined by GEOID03.
 DK1243
 DK1243;                    North         East    Units  Estimated Accuracy
 DK1243;SPC MS W     -   427,930.      626,970.      MT  (+/- 180 meters Scaled)
 DK1243
 DK1243                          SUPERSEDED SURVEY CONTROL
 DK1243
 DK1243  NGVD 29 (??/??/??)   39.78   (m)          130.5    (f) RESET       3  
 DK1243
 DK1243.Superseded values are not recommended for survey control.
 DK1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1243.See file dsdata.txt to determine how the superseded data were derived.
 DK1243
 DK1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751924(NAD 83)
 DK1243_MARKER: DR = REFERENCE MARK DISK
 DK1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1243_STAMPING: FERRY NO 4 1929 1967
 DK1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1243+STABILITY: SURFACE MOTION
 DK1243
 DK1243  HISTORY     - Date     Condition        Report By
 DK1243  HISTORY     - 1967     MONUMENTED       CGS
 DK1243  HISTORY     - 1985     GOOD             NGS
 DK1243
 DK1243                          STATION DESCRIPTION
 DK1243
 DK1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DK1243'5.3 MI SW FROM GREENVILLE.
 DK1243'5.3 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 82 FROM GREENVILLE, NEAR
 DK1243'THE OLD GREENVILLE FERRY LANDING, ABOUT 200 FEET NORTHEAST OF THE END
 DK1243'OF THE OLD CONCRETE HIGHWAY, 60.65 FEET SOUTHWEST OF THE STATION, 62
 DK1243'FEET WEST OF A FENCE CORNER AT THE NORTHWEST CORNER OF A CULTIVATED
 DK1243'FIELD, 50 FEET SOUTH OF THE DROPOFF ON THE OLD LEVEE, 1 FOOT NORTHEAST
 DK1243'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DK1243'3 INCHES.
 DK1243
 DK1243                          STATION RECOVERY (1985)
 DK1243
 DK1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DK1243'TO REACH FROM THE POST OFFICE IN GREENVILLE, GO SOUTH ON MAIN STREET
 DK1243'FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82, TURN RIGHT AND
 DK1243'FOLLOW U.S. HIGHWAY 82 SOUTHWEST FOR 4.35 MILES TO A PAVED SIDEROAD
 DK1243'ON RIGHT, TURN RIGHT AND GO WEST FOR 1.25 MILES TO A CROSSROAD ON TOP
 DK1243'OF NEW LEVEE, TURN LEFT AND FOLLOW PAVED ROAD ON TOP OF LEVEE FOR 0.4
 DK1243'MILE TO A FORK, RIGHT FORK FOR 0.5 MILE TO ENTRANCE TO WARFIELD POINT
 DK1243'PARK. ON THE RIGHT, TURN RIGHT THRU PARK FOR 0.2 MILE TO A GRAVEL
 DK1243'ROAD ON RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 0.05 MILE TO TOP OF OLD
 DK1243'LEVEE, CONTINUE AHEAD CROSSING LEVEE FOR 0.4 MILE TO A REVERSE FORK
 DK1243'ON OLD LEVEE AT NORTHEAST CORNER OF PARK, CONTINUE STRAIGHT AHEAD FOR
 DK1243'0.1 MILE TO OLD CONCRETE ROAD AND A CARSONITE WITNESS POST ON LEFT.
 DK1243'PACK NORTH ACROSS LOW GROUND FOR 345 FEET TO RM-3. REFERENCE MARK NO
 DK1243'4. IS 127.9 FEET WEST
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0071 ***********************************************************************
 CP0071  DESIGNATION -  FF 49
 CP0071  PID         -  CP0071
 CP0071  STATE/COUNTY-  MS/HUMPHREYS
 CP0071  USGS QUAD   -  CARTER (1988)
 CP0071
 CP0071                         *CURRENT SURVEY CONTROL
 CP0071  ___________________________________________________________________
 CP0071* NAD 83(1986)-  32 59 34.     (N)    090 26 56.     (W)     SCALED    
 CP0071* NAVD 88     -        30.131  (meters)      98.85   (feet)  ADJUSTED  
 CP0071  ___________________________________________________________________
 CP0071  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CP0071  DYNAMIC HT  -          30.098 (meters)      98.75  (feet)  COMP
 CP0071  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 CP0071
 CP0071  VERT ORDER  -  SECOND    CLASS 0
 CP0071
 CP0071.The horizontal coordinates were scaled from a topographic map and have
 CP0071.an estimated accuracy of +/- 6 seconds.
 CP0071
 CP0071.The orthometric height was determined by differential leveling
 CP0071.and adjusted in June 1991.
 CP0071
 CP0071.The geoid height was determined by GEOID03.
 CP0071
 CP0071.The dynamic height is computed by dividing the NAVD 88
 CP0071.geopotential number by the normal gravity value computed on the
 CP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0071.degrees latitude (g = 980.6199 gals.).
 CP0071
 CP0071.The modeled gravity was interpolated from observed gravity values.
 CP0071
 CP0071;                    North         East    Units  Estimated Accuracy
 CP0071;SPC MS W     -   387,240.      689,200.      MT  (+/- 180 meters Scaled)
 CP0071
 CP0071                          SUPERSEDED SURVEY CONTROL
 CP0071
 CP0071  NGVD 29 (??/??/92)   30.215  (m)           99.13   (f) ADJ UNCH    2 0
 CP0071
 CP0071.Superseded values are not recommended for survey control.
 CP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0071.See file dsdata.txt to determine how the superseded data were derived.
 CP0071
 CP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS383533(NAD 83)
 CP0071_MARKER: DB = BENCH MARK DISK
 CP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0071_STAMPING: FF 49 1935
 CP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0071+STABILITY: SURFACE MOTION
 CP0071
 CP0071  HISTORY     - Date     Condition        Report By
 CP0071  HISTORY     - 1935     MONUMENTED       CGS
 CP0071
 CP0071                          STATION DESCRIPTION
 CP0071
 CP0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP0071'7.7 MI S FROM SILVER CITY.
 CP0071'7.7 MILES SOUTH OF Y AND MV RR DEPOT AT SILVER CITY 1,100 FEET SOUTH
 CP0071'OF MILE POST 171.  51 FEET WEST OF CENTERLINE OF YAZOO AND MISSISSIPPI
 CP0071'VALLEY RAILROAD.  1 FOOT EAST OF TELEGRAPH POLE G 5396. 3 FEET EAST OF
 CP0071'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0677 ***********************************************************************
 DJ0677  DESIGNATION -  FF 70 MSGS
 DJ0677  PID         -  DJ0677
 DJ0677  STATE/COUNTY-  MS/LOWNDES
 DJ0677  USGS QUAD   -  ARTESIA (1987)
 DJ0677
 DJ0677                         *CURRENT SURVEY CONTROL
 DJ0677  ___________________________________________________________________
 DJ0677* NAD 83(1986)-  33 25 04.     (N)    088 38 48.     (W)     SCALED    
 DJ0677* NAVD 88     -        74.545  (meters)     244.57   (feet)  ADJUSTED  
 DJ0677  ___________________________________________________________________
 DJ0677  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ0677  DYNAMIC HT  -          74.464 (meters)     244.30  (feet)  COMP
 DJ0677  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 DJ0677
 DJ0677  VERT ORDER  -  FIRST     CLASS II
 DJ0677
 DJ0677.The horizontal coordinates were scaled from a topographic map and have
 DJ0677.an estimated accuracy of +/- 6 seconds.
 DJ0677
 DJ0677.The orthometric height was determined by differential leveling
 DJ0677.and adjusted in June 1991.
 DJ0677
 DJ0677.The geoid height was determined by GEOID03.
 DJ0677
 DJ0677.The dynamic height is computed by dividing the NAVD 88
 DJ0677.geopotential number by the normal gravity value computed on the
 DJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0677.degrees latitude (g = 980.6199 gals.).
 DJ0677
 DJ0677.The modeled gravity was interpolated from observed gravity values.
 DJ0677
 DJ0677;                    North         East    Units  Estimated Accuracy
 DJ0677;SPC MS E     -   434,390.      317,360.      MT  (+/- 180 meters Scaled)
 DJ0677
 DJ0677                          SUPERSEDED SURVEY CONTROL
 DJ0677
 DJ0677  NGVD 29 (??/??/92)   74.496  (m)          244.41   (f) ADJ UNCH    1 2
 DJ0677
 DJ0677.Superseded values are not recommended for survey control.
 DJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0677.See file dsdata.txt to determine how the superseded data were derived.
 DJ0677
 DJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB468988(NAD 83)
 DJ0677_MARKER: DD = SURVEY DISK
 DJ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0677_STAMPING: FF 70 1935
 DJ0677_MARK LOGO: CGS   
 DJ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0677+STABILITY: SURFACE MOTION
 DJ0677
 DJ0677  HISTORY     - Date     Condition        Report By
 DJ0677  HISTORY     - 1935     MONUMENTED       MSGS
 DJ0677  HISTORY     - 1963     GOOD             MSHD
 DJ0677  HISTORY     - 1981     GOOD             LOCSUR
 DJ0677  HISTORY     - 1983     GOOD             NGS
 DJ0677
 DJ0677                          STATION DESCRIPTION
 DJ0677
 DJ0677'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0677'IN ARTESIA.
 DJ0677'THE MARK IS LOCATED AT THE INTERSECTION OF LEMBERG AND THOMPSON
 DJ0677'STREETS.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE
 DJ0677'CONCRETE POST.  IT IS 14 FEET WEST OF THE NORTHEAST CORNER OF THE
 DJ0677'INTERSECTION AT THE BAPTIST CHURCH AND 1.4 FEET NORTH OF THE NORTH
 DJ0677'WALL OF THE BUILDING.
 DJ0677
 DJ0677                          STATION RECOVERY (1981)
 DJ0677
 DJ0677'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0677'RECOVERED IN GOOD CONDITION.
 DJ0677
 DJ0677                          STATION RECOVERY (1983)
 DJ0677
 DJ0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3218 ***********************************************************************
 BH3218  DESIGNATION -  FIELD AZ MK
 BH3218  PID         -  BH3218
 BH3218  STATE/COUNTY-  MS/JACKSON
 BH3218  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3218
 BH3218                         *CURRENT SURVEY CONTROL
 BH3218  ___________________________________________________________________
 BH3218* NAD 83(1986)-  30 27 19.     (N)    088 43 06.     (W)     SCALED    
 BH3218* NAVD 88     -         6.073  (meters)      19.92   (feet)  ADJUSTED  
 BH3218  ___________________________________________________________________
 BH3218  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH3218  DYNAMIC HT  -           6.065 (meters)      19.90  (feet)  COMP
 BH3218  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BH3218
 BH3218  VERT ORDER  -  FIRST     CLASS II
 BH3218
 BH3218.The horizontal coordinates were scaled from a topographic map and have
 BH3218.an estimated accuracy of +/- 6 seconds.
 BH3218
 BH3218.The orthometric height was determined by differential leveling
 BH3218.and adjusted in September 1993.
 BH3218
 BH3218.The geoid height was determined by GEOID03.
 BH3218
 BH3218.The dynamic height is computed by dividing the NAVD 88
 BH3218.geopotential number by the normal gravity value computed on the
 BH3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3218.degrees latitude (g = 980.6199 gals.).
 BH3218
 BH3218.The modeled gravity was interpolated from observed gravity values.
 BH3218
 BH3218;                    North         East    Units  Estimated Accuracy
 BH3218;SPC MS E     -   105,900.      311,040.      MT  (+/- 180 meters Scaled)
 BH3218
 BH3218                          SUPERSEDED SURVEY CONTROL
 BH3218
 BH3218.No superseded survey control is available for this station.
 BH3218
 BH3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU350704(NAD 83)
 BH3218_MARKER: DZ = AZIMUTH MARK DISK
 BH3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3218_SP_SET: CONCRETE POST
 BH3218_STAMPING: FIELD 1943
 BH3218_MARK LOGO: CGS   
 BH3218_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3218+STABILITY: SURFACE MOTION
 BH3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3218+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH3218
 BH3218  HISTORY     - Date     Condition        Report By
 BH3218  HISTORY     - 1943     MONUMENTED       CGS
 BH3218  HISTORY     - 19930315 GOOD             NGS
 BH3218  HISTORY     - 20040228 POOR             USPSQD
 BH3218  HISTORY     - 20050317 POOR             USPSQD
 BH3218
 BH3218                          STATION DESCRIPTION
 BH3218
 BH3218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3218'8.3 KM (5.15 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3218'IN VANCLEAVE, 64.7 M (212.3 FT) SOUTH OF THE CENTER OF THE MOST
 BH3218'SOUTHERLY ENTRANCE ROAD LEADING TO A COCA-COLA PLANT, 9.6 M
 BH3218'(31.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) ABOVE
 BH3218'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 BH3218'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 BH3218
 BH3218                          STATION RECOVERY (2004)
 BH3218
 BH3218'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3218'ROAD BUILDING EQUIPMENT HAVE DESTROYED THIS MARK BY RAISING IT OUT OF
 BH3218'THE GROUND AND BREAKING THE CONCRETE BASE.
 BH3218
 BH3218                          STATION RECOVERY (2005)
 BH3218
 BH3218'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH3218'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3220 ***********************************************************************
 BH3220  DESIGNATION -  FIELD RESET
 BH3220  PID         -  BH3220
 BH3220  STATE/COUNTY-  MS/JACKSON
 BH3220  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3220
 BH3220                         *CURRENT SURVEY CONTROL
 BH3220  ___________________________________________________________________
 BH3220* NAD 83(1993)-  30 26 48.36881(N)    088 43 00.62868(W)     ADJUSTED  
 BH3220* NAVD 88     -         7.179  (meters)      23.55   (feet)  ADJUSTED  
 BH3220  ___________________________________________________________________
 BH3220  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BH3220  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3220  DYNAMIC HT  -           7.170 (meters)      23.52  (feet)  COMP
 BH3220  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 BH3220
 BH3220  HORZ ORDER  -  SECOND
 BH3220  VERT ORDER  -  FIRST     CLASS II
 BH3220
 BH3220.The horizontal coordinates were established by classical geodetic methods
 BH3220.and adjusted by the National Geodetic Survey in May 1994.
 BH3220
 BH3220.The orthometric height was determined by differential leveling
 BH3220.and adjusted in September 1993.
 BH3220
 BH3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3220
 BH3220.The geoid height was determined by GEOID03.
 BH3220
 BH3220.The dynamic height is computed by dividing the NAVD 88
 BH3220.geopotential number by the normal gravity value computed on the
 BH3220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3220.degrees latitude (g = 980.6199 gals.).
 BH3220
 BH3220.The modeled gravity was interpolated from observed gravity values.
 BH3220
 BH3220;                    North         East     Units Scale Factor Converg.
 BH3220;SPC MS E     -   104,951.773   311,188.639   MT  0.99995154   +0 03 32.5
 BH3220;SPC MS E     -   344,329.28  1,020,958.06   sFT  0.99995154   +0 03 32.5
 BH3220;UTM  16      - 3,369,544.471   335,149.273   MT  0.99993526   -0 52 12.7
 BH3220
 BH3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3220!SPC MS E     -   1.00000334  x   0.99995154  =   0.99995488
 BH3220!UTM  16      -   1.00000334  x   0.99993526  =   0.99993860
 BH3220
 BH3220|---------------------------------------------------------------------|
 BH3220| PID    Reference Object                     Distance      Geod. Az  |
 BH3220|                                                           dddmmss.s |
 BH3220| BH3221 FIELD RM 1                           37.686 METERS 03822     |
 BH3220| BH3222 FIELD RM 2                           35.204 METERS 11405     |
 BH3220| BH2374 OCEAN SPRINGS RAD STA WVMI MST      APPROX. 8.4 KM 2370757.8 |
 BH3220| BH3218 FIELD AZ MK                                        3494550.5 |
 BH3220|---------------------------------------------------------------------|
 BH3220
 BH3220                          SUPERSEDED SURVEY CONTROL
 BH3220
 BH3220  NAD 83(1993)-  30 26 48.37998(N)    088 43 00.62659(W) AD(       ) 2
 BH3220  NAD 83(1986)-  30 26 48.39134(N)    088 43 00.62028(W) AD(       ) 2
 BH3220  NAD 27      -  30 26 47.67300(N)    088 43 00.53500(W) AD(       ) 2
 BH3220
 BH3220.Superseded values are not recommended for survey control.
 BH3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3220.See file dsdata.txt to determine how the superseded data were derived.
 BH3220
 BH3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3514969544(NAD 83)
 BH3220_MARKER: DS = TRIANGULATION STATION DISK
 BH3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3220_SP_SET: CONCRETE POST
 BH3220_STAMPING: FIELD 1943 1958
 BH3220_MARK LOGO: CGS   
 BH3220_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3220+STABILITY: SURFACE MOTION
 BH3220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3220+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH3220
 BH3220  HISTORY     - Date     Condition        Report By
 BH3220  HISTORY     - 1958     MONUMENTED       CGS
 BH3220  HISTORY     - 1958     GOOD             CGS
 BH3220  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH3220  HISTORY     - 1968     GOOD             MSHD
 BH3220  HISTORY     - 19930315 GOOD             NGS
 BH3220
 BH3220                          STATION DESCRIPTION
 BH3220
 BH3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH3220'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH3220'THE SURFACE STATION MARK WAS LOWERED TO BELOW PLOW DEPTH.  IN THE
 BH3220'RECONNAISSANCE DESCRIPTION IT WAS MENTIONED THAT REFERENCE MARK 1 HAD
 BH3220'BEEN BROKEN OFF BUT REPLACED IN THE APPROXIMATE SAME POSITION.
 BH3220'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BH3220'
 BH3220'STATION IS LOCATED ABOUT 6 MILES SOUTH AND 2 MILES WEST OF VANCLEAVE,
 BH3220'ABOUT 6 MILES NORTHEAST OF OCEAN SPRINGS, 0.1 MILE EAST OF STATE
 BH3220'HIGHWAY 59, ON LAND OWNED BY MR. HENRY MEYER, IN THE EAST EDGE OF
 BH3220'SECTION 7, R 7 W, T 7 S.
 BH3220'
 BH3220'REACHED FROM THE TRAFFIC LIGHT, JUST NORTHWEST OF THE DEPOT, IN OCEAN
 BH3220'SPRINGS, BY GOING EASTERLY ON U.S. HIGHWAY 90 FOR 6.5 MILES TO
 BH3220'CROSSROADS AND JUNCTION OF STATE HIGHWAY 59, TURN LEFT, NORTHERLY, ON
 BH3220'HIGHWAY 59 FOR 2.95 MILES TO A REVERSE FORK, CONTINUE
 BH3220'NORTHERLY ON HIGHWAY 59 FOR 0.15 MILE TO A SIDE ROAD RIGHT, (TO REACH
 BH3220'THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTHERLY ON HWY 59 FOR 0.6
 BH3220'MILE TO THE MARK ON THE RIGHT 0, TURN RIGHT, EAST, FOR 0.1 MILE TO A
 BH3220'BOARD GATE ON THE LEFT, PASS THROUGH GATE, PASSING THROUGH A YARD ON
 BH3220'THE WEST SIDE OF AN OLD HOUSE, TO A WIRE GATE, PASS THROUGH WIRE
 BH3220'GATE, TURN SHARP LEFT AND PICK WAY THROUGH PASTURE, SOUTHWESTERLY,
 BH3220'FOR 123 FEET TO THE MARK AS DESCRIBED.
 BH3220'
 BH3220'STATION MARKS ARE STANDARD DISKS.  THE SURFACE MARK IS STAMPED FIELD
 BH3220'1943 1958 AND IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 BH3220'155 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 73 WEST OF
 BH3220'THE WEST SIDE OF A NORTH-SOUTH YARD FENCE, 65 FEET NORTH OF THE
 BH3220'CENTER OF AN EAST-WEST ROAD AND 46 FEET NORTH OF A ROAD RIGHT-OF-WAY
 BH3220'FENCE.
 BH3220'
 BH3220'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FIELD NO 1 1943, SET IN
 BH3220'THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 6
 BH3220'INCHES.  IT IS 162 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 BH3220'143 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 100 FEET NORTHWEST OF
 BH3220'THE NORTHWEST CORNER OF THE HOUSE, 8 FEET WEST OF THE WEST GATE POST
 BH3220'OF A WIRE GATE, 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE YARD
 BH3220'FENCE.  A WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.
 BH3220'
 BH3220'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FIELD NO 2 1943, SET IN
 BH3220'THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 2
 BH3220'INCHES.  IT IS 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BH3220'HOUSE, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 17 FEET
 BH3220'EAST OF THE EAST GATE POST OF A BOARD GATE AND 1 FOOT NORTH OF A ROAD
 BH3220'RIGHT-OF-WAY FENCE.
 BH3220'
 BH3220'AZIMUTH MARK IS A STANDARD DISK, STAMPED FIELD 1943, SET IN THE TOP
 BH3220'OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS
 BH3220'106 FEET SOUTHEAST OF A POWERLINE POLE, AND 32 FEET EAST OF THE
 BH3220'CENTER OF STATE HIGHWAY 59.  A WHITE WITNESS POST WAS SET 2 FEET
 BH3220'NORTH OF THE MARK.
 BH3220'
 BH3220'HEIGHT OF LIGHTS 34 METERS
 BH3220
 BH3220                          STATION RECOVERY (1958)
 BH3220
 BH3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 BH3220'RECOVERED IN GOOD CONDITION.
 BH3220
 BH3220                          STATION RECOVERY (1959)
 BH3220
 BH3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH3220'R.M. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  STATION
 BH3220'MARK AND R.M. 2 WERE SEARCHED FOR, BUT NOT FOUND.
 BH3220'
 BH3220'THE 1950 RECOVERY NOTE IS ADEQUATE FOR REACHING THE STATION SITE.
 BH3220'NEW DESCRIPTION OF R.M. 1 FOLLOWS-
 BH3220'
 BH3220'R.M. 1 IS LOCATED 2 FT N OF A FENCE CORNER, 1.7 FT S OF WHITE WITNESS
 BH3220'POST, 100 FT NW OF THE NW CORNER OF HOUSE PORCH, AND 20.6 FT SW OF
 BH3220'A 16 INCH PINE TREE.
 BH3220
 BH3220                          STATION RECOVERY (1968)
 BH3220
 BH3220'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH3220'THE STATION WAS VISITED 7-26-68 AND THE STATION MARK, REFERENCE MARK,
 BH3220'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH3220'
 BH3220'THE STATION IS LOCATED 6.6 MILES SOUTHWEST OF VANCLEAVE AND 7.1 MILES
 BH3220'NORTHEAST OF OCEAN SPRINGS, IN THE SOUTHEAST 1/4 OF SECTION 7, T
 BH3220'7S, R 7W AND ON PROPERTY OWNED BY MR. HENRY MEYER.  IT IS 55 FEET
 BH3220'NORTH OF THE CENTER OF A BLACKTOP ROAD, 155 FEET WEST OF THE
 BH3220'SOUTHWEST CORNER OF THE PORCH OF AN ABANDONED FRAME HOUSE, 88 FEET
 BH3220'NORTHWEST OF A FENCE CORNER, 48 FEET NORTHWEST OF A 16 INCH
 BH3220'PINE, 63 FEET SOUTHWEST OF A 14 INCH PINE, 121.5 FEET SOUTHWEST OF A
 BH3220'FENCE CORNER, 75 FEET WEST OF A FENCE AND 46 FEET NORTH OF A
 BH3220'FENCE.
 BH3220'
 BH3220'IT IS A STANDARD TRIANGULATION DISK, STAMPED FIELD 1943 1958, 14
 BH3220'INCHES BELOW THE GROUND.
 BH3220'
 BH3220'REFERENCE MARK NO. 1 IS 123.64 FEET NORTHEAST OF THE STATION.  IT IS
 BH3220'163 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 101 FEET
 BH3220'NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF THE ABANDONED FRAME
 BH3220'HOUSE, 60 FEET SOUTHEAST OF AN 18 INCH OAK AND 1.5 FEET NORTH OF A
 BH3220'FENCE CORNER.  IT IS A STANDARD DISK, STAMPED FIELD NO 1 1943
 BH3220'PROJECTING 8 INCHES.
 BH3220'
 BH3220'REFERENCE MARK NO. 2 IS 115.50 FEET EAST SOUTHEAST OF THE STATION.
 BH3220'IT IS 19 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 31 FEET
 BH3220'EAST OF A FENCE CORNER, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BH3220'THE PORCH OF AN ABANDONED HOUSE, 11.5 FEET SOUTHWEST OF A 9 INCH TWIN
 BH3220'CEDAR, 49 FEET WEST OF A 40 INCH OAD AND 1.5 FEET NORTHEAST OF A
 BH3220'METAL WITNESS POST IN A FENCE.  IT IS A STANDARD REFERENCE MARK DISK,
 BH3220'STAMPED FIELD NO 2 1943 PROJECTING 4 INCHES.
 BH3220'
 BH3220'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 146.75 FEET.
 BH3220'
 BH3220'THE AZIMUTH MARK IS 0.6 MILE NORTH NORTHWEST OF THE STATION.  IT IS
 BH3220'32 FEET EAST OF THE CENTER OF HIGHWAY 57, 108 FEET SOUTHEAST OF
 BH3220'POWER LINE POLE NO. 74 AND 1 FOOT WEST OF A METAL WITNESS POST.
 BH3220'THE STATION IS VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD
 BH3220'AZIMUTH MARK DISK, STAMPED FIELD 1943 PROJECTING 2 INCHES.
 BH3220'
 BH3220'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE BILOXI BAY AT THE
 BH3220'WEST EDGE OF OCEAN SPRINGS GO NORTHEAST ON U.S.  HIGHWAY 90 FOR
 BH3220'7.9 MILES TO THE CROSSING OF MISSISSIPPI HIGHWAY 57.  TURN LEFT
 BH3220'(NORTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 57 FOR 3.0 MILES TO
 BH3220'AN ANGLING SIDE ROAD LEFT.  CONTINUE NORTH ON MISSISSIPPI HIGHWAY 57
 BH3220'FOR 0.15 MILE TO A SIDE ROAD RIGHT. * TURN RIGHT (EAST) AND CONTINUE
 BH3220'ON A NARROW BLACKTOP ROAD FOR 0.05 MILE TO A DRIVEWAY LEADING TO AN
 BH3220'ABANDONED HOUSE AND THE STATION ON THE LEFT AS DESCRIBED. * TO
 BH3220'REACH THE AZIMUTH FROM THE SIDE ROAD CONTINUE NORTH ON
 BH3220'MISSISSIPPI HIGHWAY 57 FOR 0.55 MILE TO THE AZIMUTH ON THE RIGHT AS
 BH3220'DESCRIBED.
 BH3220'
 BH3220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.6 MILES
 BH3220'SOUTHWEST OF VANCLEAVE
 BH3220
 BH3220                          STATION RECOVERY (1993)
 BH3220
 BH3220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH3220'9.3 KM (5.75 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3220'IN VANCLEAVE, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD,
 BH3220'37.7 M (123.7 FT) SOUTHWEST OF REFERENCE MARK 1, 35.2 M (115.5 FT)
 BH3220'NORTHWEST OF REFERENCE MARK 2, 28.4 M (93.2 FT) WEST OF THE CENTER OF
 BH3220'A DRIVEWAY, 19.4 M (63.6 FT) NORTH OF THE CENTER OF THE ROAD, 0.3 M
 BH3220'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED
 BH3220'0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3221 ***********************************************************************
 BH3221  DESIGNATION -  FIELD RM 1
 BH3221  PID         -  BH3221
 BH3221  STATE/COUNTY-  MS/JACKSON
 BH3221  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3221
 BH3221                         *CURRENT SURVEY CONTROL
 BH3221  ___________________________________________________________________
 BH3221* NAD 83(1986)-  30 26 48.     (N)    088 43 00.     (W)     SCALED    
 BH3221* NAVD 88     -         7.452  (meters)      24.45   (feet)  ADJUSTED  
 BH3221  ___________________________________________________________________
 BH3221  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3221  DYNAMIC HT  -           7.442 (meters)      24.42  (feet)  COMP
 BH3221  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 BH3221
 BH3221  VERT ORDER  -  FIRST     CLASS II
 BH3221
 BH3221.The horizontal coordinates were scaled from a topographic map and have
 BH3221.an estimated accuracy of +/- 6 seconds.
 BH3221
 BH3221.The orthometric height was determined by differential leveling
 BH3221.and adjusted in September 1993.
 BH3221
 BH3221.The geoid height was determined by GEOID03.
 BH3221
 BH3221.The dynamic height is computed by dividing the NAVD 88
 BH3221.geopotential number by the normal gravity value computed on the
 BH3221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3221.degrees latitude (g = 980.6199 gals.).
 BH3221
 BH3221.The modeled gravity was interpolated from observed gravity values.
 BH3221
 BH3221;                    North         East    Units  Estimated Accuracy
 BH3221;SPC MS E     -   104,940.      311,210.      MT  (+/- 180 meters Scaled)
 BH3221
 BH3221                          SUPERSEDED SURVEY CONTROL
 BH3221
 BH3221.No superseded survey control is available for this station.
 BH3221
 BH3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU351695(NAD 83)
 BH3221_MARKER: DR = REFERENCE MARK DISK
 BH3221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3221_SP_SET: CONCRETE POST
 BH3221_STAMPING: FIELD NO 1 1943
 BH3221_MARK LOGO: CGS   
 BH3221_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3221+STABILITY: SURFACE MOTION
 BH3221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3221+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH3221
 BH3221  HISTORY     - Date     Condition        Report By
 BH3221  HISTORY     - 1943     MONUMENTED       CGS
 BH3221  HISTORY     - 19930315 GOOD             NGS
 BH3221  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH3221
 BH3221                          STATION DESCRIPTION
 BH3221
 BH3221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3221'9.3 KM (5.75 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3221'IN VANCLEAVE, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD,
 BH3221'49.0 M (160.8 FT) NORTH OF THE CENTER OF THE ROAD, 4.4 M (14.4 FT)
 BH3221'WEST OF A DRIVEWAY AND GATE, 0.8 M (2.6 FT) NORTH OF A FENCE CORNER,
 BH3221'0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE LEVEL
 BH3221'OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 BH3221'GROUND SURFACE.
 BH3221
 BH3221                          STATION RECOVERY (2004)
 BH3221
 BH3221'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3222 ***********************************************************************
 BH3222  DESIGNATION -  FIELD RM 2
 BH3222  PID         -  BH3222
 BH3222  STATE/COUNTY-  MS/JACKSON
 BH3222  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3222
 BH3222                         *CURRENT SURVEY CONTROL
 BH3222  ___________________________________________________________________
 BH3222* NAD 83(1986)-  30 26 48.     (N)    088 43 00.     (W)     SCALED    
 BH3222* NAVD 88     -         7.944  (meters)      26.06   (feet)  ADJUSTED  
 BH3222  ___________________________________________________________________
 BH3222  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3222  DYNAMIC HT  -           7.934 (meters)      26.03  (feet)  COMP
 BH3222  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 BH3222
 BH3222  VERT ORDER  -  FIRST     CLASS II
 BH3222
 BH3222.The horizontal coordinates were scaled from a topographic map and have
 BH3222.an estimated accuracy of +/- 6 seconds.
 BH3222
 BH3222.The orthometric height was determined by differential leveling
 BH3222.and adjusted in September 1993.
 BH3222
 BH3222.The geoid height was determined by GEOID03.
 BH3222
 BH3222.The dynamic height is computed by dividing the NAVD 88
 BH3222.geopotential number by the normal gravity value computed on the
 BH3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3222.degrees latitude (g = 980.6199 gals.).
 BH3222
 BH3222.The modeled gravity was interpolated from observed gravity values.
 BH3222
 BH3222;                    North         East    Units  Estimated Accuracy
 BH3222;SPC MS E     -   104,940.      311,210.      MT  (+/- 180 meters Scaled)
 BH3222
 BH3222                          SUPERSEDED SURVEY CONTROL
 BH3222
 BH3222.No superseded survey control is available for this station.
 BH3222
 BH3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU351695(NAD 83)
 BH3222_MARKER: DR = REFERENCE MARK DISK
 BH3222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3222_SP_SET: CONCRETE POST
 BH3222_STAMPING: FIELD NO 2 1943
 BH3222_MARK LOGO: CGS   
 BH3222_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3222+STABILITY: SURFACE MOTION
 BH3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3222+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH3222
 BH3222  HISTORY     - Date     Condition        Report By
 BH3222  HISTORY     - 1943     MONUMENTED       CGS
 BH3222  HISTORY     - 19930315 GOOD             NGS
 BH3222  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH3222
 BH3222                          STATION DESCRIPTION
 BH3222
 BH3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3222'9.3 KM (5.75 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3222'IN VANCLEAVE, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD,
 BH3222'35.2 M (115.5 FT) SOUTHEAST OF TRIANGULATION STATION FIELD RESET, 5.7
 BH3222'M (18.7 FT) NORTH OF THE CENTER OF THE ROAD, 4.8 M (15.7 FT) EAST OF
 BH3222'THE CENTER OF A DRIVEWAY AND GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 BH3222'THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 BH3222'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 BH3222
 BH3222                          STATION RECOVERY (2004)
 BH3222
 BH3222'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2206 ***********************************************************************
 BH2206  DESIGNATION -  FISH HOUSE SOUTHWEST GABLE
 BH2206  PID         -  BH2206
 BH2206  STATE/COUNTY-  MS/JACKSON
 BH2206  USGS QUAD   -  KREOLE (1986)
 BH2206
 BH2206                         *CURRENT SURVEY CONTROL
 BH2206  ___________________________________________________________________
 BH2206* NAD 83(1993)-  30 24 44.29397(N)    088 24 14.31258(W)     ADJUSTED  
 BH2206* NAVD 88     -              **(meters)            **(feet)            
 BH2206  ___________________________________________________________________
 BH2206  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH2206  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH2206  HORZ ORDER  -  THIRD
 BH2206
 BH2206.The horizontal coordinates were established by classical geodetic methods
 BH2206.and adjusted by the National Geodetic Survey in May 1994.
 BH2206
 BH2206
 BH2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2206
 BH2206.The geoid height was determined by GEOID03.
 BH2206
 BH2206;                    North         East     Units Scale Factor Converg.
 BH2206;SPC MS E     -   101,203.640   341,252.926   MT  0.99997099   +0 13 02.5
 BH2206;SPC MS E     -   332,032.28  1,119,593.97   sFT  0.99997099   +0 13 02.5
 BH2206;SPC AL W     -    46,050.144   513,145.573   MT  1.00002636   -0 27 27.5
 BH2206;UTM  16      - 3,365,309.892   365,146.416   MT  0.99982435   -0 42 39.0
 BH2206
 BH2206                          SUPERSEDED SURVEY CONTROL
 BH2206
 BH2206  NAD 83(1993)-  30 24 44.29472(N)    088 24 14.30767(W) AD(       ) 4
 BH2206  NAD 83(1986)-  30 24 44.31370(N)    088 24 14.30692(W) AD(       ) 4
 BH2206  NAD 27      -  30 24 43.60300(N)    088 24 14.27300(W) AD(       ) 3
 BH2206
 BH2206.Superseded values are not recommended for survey control.
 BH2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2206.See file dsdata.txt to determine how the superseded data were derived.
 BH2206
 BH2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6514665310(NAD 83)
 BH2206_MARKER: 81 = GABLE
 BH2206
 BH2206  HISTORY     - Date     Condition        Report By
 BH2206  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2206  HISTORY     - 1958     GOOD             CGS
 BH2206  HISTORY     - 1968     POOR             MSHD
 BH2206
 BH2206                          STATION DESCRIPTION
 BH2206
 BH2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2206'THE STATION IS THE SW GABLE OF A 1-1/2 STORY GALVANIZED-IRON FISH
 BH2206'HOUSE AND ABOUT 1-1/2 MILES UP BAYOU LA HERON.  TO REACH TAKE
 BH2206'GRADED DIRT ROAD THAT TURNS S FROM U.S. HIGHWAY 90 ABOUT 1/2 MILE W
 BH2206'OF THE ALABAMA-MISSISSIPPI STATE LINE AND GO TO THE VILLAGE OF
 BH2206'PECAN, TURN RIGHT AND CROSS RAILROAD TRACKS AND FOLLOW THIS ROAD
 BH2206'UNTIL IT ENDS AT BAYOU LA HERON.
 BH2206'
 BH2206'THIS IS AN INTERSECTION STATION.
 BH2206
 BH2206                          STATION RECOVERY (1958)
 BH2206
 BH2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2206'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION OF STATION IS AS
 BH2206'FOLLOWS- AN OLD, FRAME BUILDING WITH A CORRUGATED IRON ROOF.  IT
 BH2206'IS ATTACHED TO THE S.W. SIDE OF A FRAME HOUSE WHICH HAS IMITATION
 BH2206'BRICK SIDING.  THE FISH HOUSE SITS ON N.E. SIDE OF THE BAYOU AND
 BH2206'HAS A SMALL PIER ATTACHED.
 BH2206'
 BH2206'TO REACH FROM THE MISS. TRUCK INSPECTION SCALES IN ORANGE GROVE, GO
 BH2206'N.E. FOR 2.3 MILES TO PAVED RD. RIGHT AND A SIGN WHICH READS,
 BH2206'FREDDIE AND SON FISH CAMP.  TURN RIGHT (EAST) AND GO .55 MILE TO
 BH2206'RAILROAD CROSSING ON RIGHT IN PECAN.  TURN RIGHT (SOUTH) ACROSS
 BH2206'TRACKS, AND CONTINUE SOUTH AND EAST ALONG RIGHT FORK OF PAVED ROAD.
 BH2206'FOLLOW PAVED ROAD 3.4 MILES TO AN ASPHALT DRIVEWAY ON RIGHT, AND
 BH2206'STATION.
 BH2206
 BH2206                          STATION RECOVERY (1968)
 BH2206
 BH2206'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2206'THE STATION WAS VISITED 7-11-68 AND THE STATION WAS FOUND IN POOR
 BH2206'CONDITION.  THE BUILDING IS LEANING AND SOME OF THE TIN IS MISSING
 BH2206'AT THE POINT OF INTERSECTION.
 BH2206'
 BH2206'THE STATION IS LOCATED 2.6 MILES SOUTH SOUTHEAST OF PECAN AND 3.4
 BH2206'MILES SOUTHEAST OF ORANGE GROVE IN THE NORTHWEST 1/4 OF SECTION 29,
 BH2206'T 7S, R 5W.  THE STATION IS THE SOUTHWEST GABLE OF A FRAME BUILDING
 BH2206'WITH A CORRUGATED TIN ROOF THAT IS COVERED WITH RUST.  A BRICK
 BH2206'SIDING BUILDING IS ATTACHED TO THE NORTHEAST END OF THE BUILDING, A
 BH2206'SMALL PIER IS ON THE SOUTHWEST SIDE OF THE BUILDING AND IS
 BH2206'LOCATED ON THE NORTHEAST SIDE OF A BAYOU.
 BH2206'
 BH2206'TO REACH THE STATION FROM THE ENTRANCE TO THE SINGING RIVER HOSPITAL
 BH2206'AT THE NORTHEAST EDGE OF PASCAGOULA GO NORTHEAST ON U.S. HIGHWAY
 BH2206'90 FOR 5.65 MILES TO THE TRUCK SCALES IN ORANGE GROVE.  CONTINUE
 BH2206'NORTHEAST ON U.S. HIGHWAY 90 FOR 2.2 MILES TO A CROSSROADS.  TURN
 BH2206'RIGHT (EAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.45 MILE TO A SIDE
 BH2206'ROAD RIGHT.  TURN RIGHT AND IMMEDIATELY AFTER CROSSING THE
 BH2206'MISSISSIPPI EXPORT RAILROAD TRACK TURN RIGHT AGAIN AND CONTINUE SOUTH
 BH2206'ON A BLACKTOP ROAD FOR 3.3 MILES TO A DRIVEWAY ON THE RIGHT.
 BH2206'TURN RIGHT (SOUTHWEST) AND CONTINUE ON THE DRIVEWAY FOR 0.05 MILE
 BH2206'TO THE HOUSE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2742 ***********************************************************************
 CP2742  DESIGNATION -  FISHER
 CP2742  PID         -  CP2742
 CP2742  STATE/COUNTY-  MS/CLAIBORNE
 CP2742  USGS QUAD   -  BIG BLACK (1973)
 CP2742
 CP2742                         *CURRENT SURVEY CONTROL
 CP2742  ___________________________________________________________________
 CP2742* NAD 83(1993)-  32 09 18.15910(N)    090 46 07.28212(W)     ADJUSTED  
 CP2742* NAVD 88     -        32.99   (+/-2cm)     108.2    (feet)  VERTCON   
 CP2742  ___________________________________________________________________
 CP2742  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CP2742  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP2742  HORZ ORDER  -  THIRD
 CP2742  VERT ORDER  -  THIRD ? (See Below)
 CP2742
 CP2742.The horizontal coordinates were established by classical geodetic methods
 CP2742.and adjusted by the National Geodetic Survey in May 1994.
 CP2742
 CP2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2742.The vertical order pertains to the NGVD 29 superseded value.
 CP2742
 CP2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2742
 CP2742.The geoid height was determined by GEOID03.
 CP2742
 CP2742;                    North         East     Units Scale Factor Converg.
 CP2742;SPC MS W     -   294,424.044   658,933.087   MT  0.99997079   -0 13 54.1
 CP2742;SPC MS W     -   965,956.22  2,161,849.64   sFT  0.99997079   -0 13 54.1
 CP2742;UTM  15      - 3,559,802.749   710,427.010   MT  1.00014609   +1 11 16.7
 CP2742
 CP2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2742!SPC MS W     -   0.99999896  x   0.99997079  =   0.99996975
 CP2742!UTM  15      -   0.99999896  x   1.00014609  =   1.00014505
 CP2742
 CP2742|---------------------------------------------------------------------|
 CP2742| PID    Reference Object                     Distance      Geod. Az  |
 CP2742|                                                           dddmmss.s |
 CP2742| CY3559 FISHER RM 1                          40.456 METERS 05123     |
 CP2742| CY3558 FISHER AZ MK                                       2955928.6 |
 CP2742| CP2743 BENCH MK FISHERS BRI USE 1948        26.750 METERS 30123     |
 CP2742| CP2740 HAMER                               APPROX. 8.0 KM 3042139.0 |
 CP2742|---------------------------------------------------------------------|
 CP2742
 CP2742                          SUPERSEDED SURVEY CONTROL
 CP2742
 CP2742  NAD 83(1986)-  32 09 18.17225(N)    090 46 07.27812(W) AD(       ) 3
 CP2742  NAD 27      -  32 09 17.62200(N)    090 46 06.90600(W) AD(       ) 3
 CP2742  NGVD 29 (07/19/86)   33.02   (m)          108.3    (f) LEVELING    3  
 CP2742
 CP2742.Superseded values are not recommended for survey control.
 CP2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2742.See file dsdata.txt to determine how the superseded data were derived.
 CP2742
 CP2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1042759803(NAD 83)
 CP2742_MARKER: DS = TRIANGULATION STATION DISK
 CP2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2742
 CP2742  HISTORY     - Date     Condition        Report By
 CP2742  HISTORY     - 1948     MONUMENTED       CGS
 CP2742  HISTORY     - 1956     GOOD             CGS
 CP2742  HISTORY     - 1971     GOOD             NGS
 CP2742
 CP2742                          STATION DESCRIPTION
 CP2742
 CP2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2742'THE STATION IS LOCATED 10-1/2 MILES EAST OF YOKENA, AND ON THE
 CP2742'EAST SIDE OF THE BIG BLACK RIVER.  THE MARK IS 103 FEET
 CP2742'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FISHERS BRIDGE, 32
 CP2742'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND 8
 CP2742'FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 7 INCHES, AND
 CP2742'THE DISK IS STAMPED FISHER 1948.
 CP2742'
 CP2742'REFERENCE MARK NO. 1 IS 132.80 FEET NORTHEAST OF THE STATION.
 CP2742'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FISHER
 CP2742'NO 1 1948.
 CP2742'
 CP2742'PBM FISHERS BRIDGE (U.S.E.D.) WAS USED AS THE SECOND REFERENCE
 CP2742'MARK.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 CP2742'STATION FISHER TO THIS MARK.  IT IS 26.686 METERS (87.55 FEET)
 CP2742'NORTHWEST OF THE TRIANGULATION STATION, AND 40 FEET NORTH OF THE
 CP2742'NORTHEAST CORNER OF THE BRIDGE.  THE MARK IS A 4 INCH CAST IRON
 CP2742'PIPE AND BRONZE CAP, AND IT PROJECTS 2 INCHES.
 CP2742'
 CP2742'THE AZIMUTH MARK IS 0.15 MILE WEST-NORTHWEST OF THE STATION
 CP2742'VIA THE GRAVEL ROAD, 221.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 CP2742'OF THE BRIDGE, 12 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CP2742'OF THE ROAD, AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 CP2742'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FISHER 1948.
 CP2742'
 CP2742'TO REACH THE STATION FROM THE POST OFFICE IN YOKENA, GO SOUTH
 CP2742'ON U.S. HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT,
 CP2742'TURN LEFT AND GO ON THE MAIN GRAVEL ROAD FOR 2.2 MILES TO A ROAD
 CP2742'FORK, CONTINUE ON THE LEFT ROAD FOR 2.95 MILES TO A SCHOOL ON THE
 CP2742'RIGHT AND A ROAD FORK.  TAKE THE LEFT ROAD FOR 0.1 MILE THEN
 CP2742'CONTINUE ON THE LEFT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE
 CP2742'RIGHT, TURN RIGHT AND GO 2.75 MILES TO A SIDE ROAD ON THE LEFT.
 CP2742'CONTINUE ON STRAIGHT AHEAD ON THE MAIN ROAD FOR 6.5 MILES TO
 CP2742'THE FISHERS BRIDGE AND THE STATION ON THE EAST END OF THE
 CP2742'BRIDGE AS DESCRIBED.
 CP2742'
 CP2742'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2742
 CP2742                          STATION RECOVERY (1956)
 CP2742
 CP2742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP2742'THE STATION WAS VISITED 5-16-56 AND THE STATION, REFERENCE MARK
 CP2742'NO. 1 AND B.M. FISHER BRIDGE (U.S.E.) WERE FOUND IN GOOD
 CP2742'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE AND
 CP2742'IS BELIEVED TO BE DESTROYED BY EXCAVATING DONE IN CONSTRUCTION OF
 CP2742'A NEW ROAD BED.  A NEW BRIDGE WILL BE BUILT OVER THE RIVER AT
 CP2742'THIS LOCATION BUT IT WAS NOT DETERMINED AT THIS TIME WHERE THE
 CP2742'BRIDGE WILL BE IN REFERENCE TO THE STATION.  A NEW TO REACH
 CP2742'WAS WRITTEN FROM POSTGIBSON.  A NEW DESCRIPTION FOLLOWS--
 CP2742'
 CP2742'THE STATION IS LOCATED 10.5 MILES EAST OF YOKENA AND 1.6 MILES
 CP2742'NORTH OF THE CROSSROAD AT REGANTON, ON THE EAST BANK OF THE BIG
 CP2742'BLACK RIVER.  IT IS 146 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CP2742'THE BRIDGE (OLD) OVER BIG BLACK RIVER, (THIS IS FROM WHERE THE
 CP2742'SUPER STRUCTURE OF THE BRIDGE STARTS) 8 FEET NORTH OF A FENCE,
 CP2742'28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 32.5 FEET
 CP2742'SOUTHEAST OF THE SOUTHEAST END OF A GATE, AND 38 FEET SOUTHEAST
 CP2742'OF THE CENTER OF A TRACK ROAD.  IT IS A STANDARD DISK, STAMPED
 CP2742'FISHER 1948, PROJECTING 6 INCHES.
 CP2742'
 CP2742'REFERENCE MARK NO. 1 IS 132.80 FEET NORTHEAST OF THE STATION.  IT
 CP2742'IS A STANDARD DISK STAMPED FISHER NO 1 1948, PROJECTING 4 INCHES.
 CP2742'
 CP2742'B.M. FISHER BRIDGE (U.S.E.) WAS USED AS REFERENCE MARK
 CP2742'NO. 2.  ITIS 87.55 FEET NORTH WEST OF THE STATION, 44 FEET NORTH
 CP2742'OF THE CENTER OF THE EAST END OF THE BRIDGE, 33 FEET EAST OF THE
 CP2742'EAST BANK OF THE RIVER, 44 FEET NORTHWEST OF THE NORTHWEST END OF
 CP2742'A GATE, AND 46 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.
 CP2742'IT IS A STANDARD U.S.E. CAP WELDED ON THE TOP OF A 3-INCH
 CP2742'IRON PIPE WHICH IS FLUSH WITH THE GROUND.  THERE WAS NO
 CP2742'STAMPING ON THE CAP.
 CP2742'
 CP2742'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON, GO EAST
 CP2742'2 BLOCKS TO U.S. HIGHWAY 61, TURN LEFT, NORTH, ON U.S. HIGHWAY
 CP2742'61 AND GO 3.9 MILES TO A CROSSROAD AND THE CROSSROAD STORE IN THE
 CP2742'SOUTHWEST ANGLE, TURN RIGHT AND GO 4.5 MILES TO THE CROSSROAD
 CP2742'AT THE SMALL SETTLEMENT OF WILLOWS, CONTINUE FOR 0.25 MILE TO A
 CP2742'FORK, TAKE RIGHT FORK AND GO 8.95 MILES TO A FORK AND THE MIDWAY
 CP2742'CHURCH OF CHRIST IN THE MIDDLE OF THE FORK, TAKE LEFT FORK AND
 CP2742'GO 0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO 3.65 MILE TO THE
 CP2742'CROSSROAD AT REGANTON, AND THE S.M WHITE STORE IN THE
 CP2742'NORTHWEST ANGLE, TURN LEFT AND GO 1.6 MILES TO THE RIVER AND
 CP2742'THE MARK ON THE RIGHT.
 CP2742
 CP2742                          STATION RECOVERY (1971)
 CP2742
 CP2742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CP2742'THE STATION WAS VISITED 11-4-71 AND THE STATION, R.M. NO. 1 AND
 CP2742'PBM FISHER BRIDGE WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CP2742'WAS DESTROYED PRIOR TO THIS DATE.  THE ANGLE BETWEEN THE
 CP2742'REFERENCE MARKS FAILED TO CHECK BY 2-1/2 MINUTES.  THE DISTANCE
 CP2742'TO PBM FISHER BRIDGE USE FAILED TO CHECK BY 0.25 FEET.  THIS WAS
 CP2742'CHECKED IN THE FIELD.  THE HIGHWAY WAS RELOCATED AT THIS POINT,
 CP2742'CHANGING THE LOCAL DESCRIPTION OF THE STATION.  A NEW
 CP2742'DESCRIPTION FOLLOWS--
 CP2742'
 CP2742'THE STATION IS LOCATED ABOUT 18.5 MILES NORTHEAST OF PORT GIBSON,
 CP2742'9.2 MILES NORTHWEST OF UTICA, IN THE SOUTHWEST 1/4 OF SEC. 28,
 CP2742'T14N, R4E, AND ON PROPERTY OWNED BY ANDERSON TULLY.  IT IS 165
 CP2742'FEET NORTHEAST OF THE SOUTHEAST END OF THE CONCRETE BRIDGE OVER
 CP2742'BIG BLACK RIVER, 39 FEET SOUTH OF THE CENTER OF A TRACK
 CP2742'ROAD, 2.5 FEET SOUTHEAST OF A DITCH AND 1.5 FEET SOUTHEAST OF A
 CP2742'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 CP2742'FISHER 1948, PROJECTING 6 INCHES.
 CP2742'
 CP2742'REFERENCE MARK NO. 1 IS 132.73 FEET NORTHEAST OF THE STATION,
 CP2742'37 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 21 FEET NORTH
 CP2742'OF A 3-FOOT OAK TREE, 21 FEET WEST OF A 2-FOOT ELM TREE, AND 1
 CP2742'FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 CP2742'DISK STAMPED FISHER NO. 1 1948 FLUSH WITH THE GROUND.
 CP2742'
 CP2742'BENCH MARK FISHER BRIDGE (USE) IS 87.75 FEET NORTHWEST OF
 CP2742'THE STATION, 46 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD,
 CP2742'12 FEET EAST OF THE EDGE OF THE HIGH BANK OF THE BLACK RIVER, 186
 CP2742'FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE BRIDGE OVER
 CP2742'BIG BLACK RIVER, 39 FEET NORTH OF A BOLT IN THE TOP OF A PILING
 CP2742'AT THE NORTHEAST CORNER OF THE OLD BRIDGE.  36 FEET SOUTH OF A
 CP2742'14-INCH GUM TREE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 CP2742'IT IS A USE CAP ON TOP OF A 4-INCH CAST IRON POST FLUSH WITH
 CP2742'THE GROUND.  THE CAP IS NOT STAMPED.
 CP2742'
 CP2742'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO WEST ON
 CP2742'MAIN STREET AND BLACK TOP ROAD FOR 2 MILES TO A FORK, TAKE RIGHT
 CP2742'FORK AND CONTINUE NORTHWEST ON BLACK TOP ROAD FOR 1.1 MILES TO A
 CP2742'FORK, TAKE LEFT FORK AND CONTINUE FOR 1.8 MILES TO A FORK,
 CP2742'TAKE LEFT FORK AND CONTINUE WEST FOR 4.3 MILES TO A CROSSROAD
 CP2742'OF REGANTON, CONTINUE NORTH FOR 1.5 MILES TO A TRACK ROAD, RIGHT
 CP2742'JUST BEFORE CROSSING A CONCRETE BRIDGE, TURN RIGHT AND GO ABOUT
 CP2742'150 FEET TO THE STATION ON THE RIGHT.
 CP2742'
 CP2742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.2 MILES
 CP2742'NORTHWEST OF UTICA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1820 ***********************************************************************
 DK1820  DESIGNATION -  FISK
 DK1820  PID         -  DK1820
 DK1820  STATE/COUNTY-  MS/HUMPHREYS
 DK1820  USGS QUAD   -  BELZONI (1982)
 DK1820
 DK1820                         *CURRENT SURVEY CONTROL
 DK1820  ___________________________________________________________________
 DK1820* NAD 83(1993)-  33 13 35.63550(N)    090 29 04.08227(W)     ADJUSTED  
 DK1820* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 DK1820  ___________________________________________________________________
 DK1820  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DK1820  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1820  HORZ ORDER  -  SECOND
 DK1820
 DK1820.The horizontal coordinates were established by classical geodetic methods
 DK1820.and adjusted by the National Geodetic Survey in May 1994.
 DK1820
 DK1820.The orthometric height was scaled from a topographic map.
 DK1820
 DK1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1820
 DK1820.The geoid height was determined by GEOID03.
 DK1820
 DK1820;                    North         East     Units Scale Factor Converg.
 DK1820;SPC MS W     -   413,175.860   685,912.952   MT  0.99995245   -0 04 58.1
 DK1820;SPC MS W     - 1,355,561.13  2,250,366.08   sFT  0.99995245   -0 04 58.1
 DK1820;UTM  15      - 3,679,225.315   734,418.468   MT  1.00027757   +1 22 44.5
 DK1820
 DK1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1820!SPC MS W     -   0.99999869  x   0.99995245  =   0.99995114
 DK1820!UTM  15      -   0.99999869  x   1.00027757  =   1.00027626
 DK1820
 DK1820|---------------------------------------------------------------------|
 DK1820| PID    Reference Object                     Distance      Geod. Az  |
 DK1820|                                                           dddmmss.s |
 DK1820| DK1821 LM 8 USGS 1957                       27.985 METERS 01957     |
 DK1820| CY6046 FISK RM 1                            31.059 METERS 04757     |
 DK1820| CY6047 FISK RM 2                            30.802 METERS 12550     |
 DK1820| DK1819 BELZONI MUNICIPAL TANK              APPROX. 5.7 KM 1853739.0 |
 DK1820| DK1823 BELZONI OIL WORKS WATER TANK        APPROX. 6.9 KM 1882521.8 |
 DK1820| CY6045 FISK AZ MK                                         1900708.6 |
 DK1820| DK1818 BELZONI FEDERAL COMPRESS CO TK      APPROX. 5.0 KM 1901416.7 |
 DK1820| DK1857 ISOLA RADIO STA KKM 814 MAST        APPROX. 9.0 KM 2764624.9 |
 DK1820|---------------------------------------------------------------------|
 DK1820
 DK1820                          SUPERSEDED SURVEY CONTROL
 DK1820
 DK1820  NAD 83(1986)-  33 13 35.64708(N)    090 29 04.07817(W) AD(       ) 2
 DK1820  NAD 27      -  33 13 35.20170(N)    090 29 03.75760(W) AD(       ) 2
 DK1820
 DK1820.Superseded values are not recommended for survey control.
 DK1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1820.See file dsdata.txt to determine how the superseded data were derived.
 DK1820
 DK1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3441879225(NAD 83)
 DK1820_MARKER: DS = TRIANGULATION STATION DISK
 DK1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1820
 DK1820  HISTORY     - Date     Condition        Report By
 DK1820  HISTORY     - 1957     MONUMENTED       CGS
 DK1820  HISTORY     - 1973     GOOD             MSHD
 DK1820
 DK1820                          STATION DESCRIPTION
 DK1820
 DK1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1820'THE STATION IS ABOUT 7 MILES SOUTHEAST OF ISOLA, 3 MILES
 DK1820'NORTH OF BELZONI ON THE EAST SIDE OF STATE HIGHWAY 7, IN THE
 DK1820'FRONT YARD OF A SMALL CHURCH.  IT IS 76 FEET WEST OF THE
 DK1820'NORTHWEST CORNER OF THE SMALL FRAME CHURCH BUILDING, 120 FEET
 DK1820'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FRAME TENANT
 DK1820'HOUSE, 136 FEET EAST OF THE CENTERLINE OF HIGHWAY 7, 67 FEET
 DK1820'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 100 FEET NORTHWEST
 DK1820'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 DK1820'DISK IS STAMPED FISK 1957.
 DK1820'
 DK1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49W
 DK1820'AND STATE HIGHWAY 7 ABOUT 1.4 MILES NORTH OF BELZONI, GO NORTH
 DK1820'ON HIGHWAY 7 FOR 1.1 MILES TO A GRAVEL CROSSROAD AND THE
 DK1820'AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 DK1820'CONTINUE NORTH ON HIGHWAY 7 FOR 0.5 MILE TO THE STATION ON THE
 DK1820'RIGHT.
 DK1820'
 DK1820'REFERENCE MARK 1 IS 49 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DK1820'THE SMALL TENANT HOUSE, 38 FEET SOUTHEAST OF THE WEST ONE OF TWO
 DK1820'LARGE OAK TREES, 32 FEET SOUTHWEST OF THE EAST ONE OF TWO
 DK1820'LARGE OAK TREES AND 7 FEET EAST OF A POWER LINE POLE.  THE MARK
 DK1820'IS FLUSH AND THE DISK IS STAMPED FISK NO 1 1957.
 DK1820'
 DK1820'REFERENCE MARK 2 IS 23 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 DK1820'CORNER OF THE CHURCH BUILDING, 41 FEET SOUTHWEST OF THE
 DK1820'SOUTHEAST CORNER OF THE BUILDING, 20 FEET SOUTHEAST OF A
 DK1820'POWER LINE POLE AND 1 FOOT NORTHEAST OF THE WHITE WITNESS
 DK1820'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED FISK NO 2
 DK1820'1957.
 DK1820'
 DK1820'LM 8 (USGS) BM IS 30 FEET SOUTH OF THE SOUTHWEST CORNER OF
 DK1820'THE SMALL FRAME TENANT HOUSE, 19 FEET NORTH OF THE CENTERLINE
 DK1820'OF THE DRIVEWAY, 7 FEET WEST OF THE WEST ONE OF THE TWO LARGE
 DK1820'OAK TREES AND 6 FEET NORTHEAST OF A FENCE CORNER.  THE MARK IS A
 DK1820'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED LM 8 1928
 DK1820'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT IS FLUSH
 DK1820'WITH THE GROUND.
 DK1820'
 DK1820'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTERLINE OF HIGHWAY
 DK1820'7, 84 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET
 DK1820'NORTH OF A POWER LINE GUY POLE AND 3 FEET NORTHEAST OF A WHITE
 DK1820'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DK1820'FISK 1957.
 DK1820'
 DK1820'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1820
 DK1820                          STATION RECOVERY (1973)
 DK1820
 DK1820'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DK1820'THE STATION WAS VISITED 4-3-73 AND THE STATION MARK, RM 1, RM 2, LM 8
 DK1820'(USGS) AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 DK1820'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 DK1820'
 DK1820'THE STATION IS LOCATED 3.3 MILES NORTH OF BELZONI IN THE FRONT OF A
 DK1820'TAN BRICK SIDING CHURCH, 6.5 MILES ESE OF ISOLA IN THE SW 1/4 OF
 DK1820'SECTION 14, T 16N, R 3W.  IT IS 136 FEET EAST OF THE CENTER OF
 DK1820'HIGHWAY 7 67 FEET SOUTH OF THE CENTER OF THE CHURCH DRIVEWAY, 76
 DK1820'FEET WEST OF THE NW CORNER OF THE CHURCH, 9 FEET NORTH OF THE
 DK1820'PROJECTED PLANE OF THE NORTH WALL OF THE CHURCH, 93 FEET SSW OF
 DK1820'THE WEST ONE OF TWO OAKS, AND 82 FEET NW OF A POWER POLE WITH A GUY
 DK1820'WIRE.
 DK1820'
 DK1820'IT IS A TRIANGULATION DISK, STAMPED FISK 1957 FLUSH.
 DK1820'
 DK1820'REFERENCE MARK NO 1 IS 101.89 FEET NE OF THE STATION.  IT IS 208 FEET
 DK1820'EAST OF THE CENTER OF HIGHWAY 7, 77 FEET NORTH OF THE NW CORNER OF
 DK1820'THE CHURCH, 32 FEET SW OF THE EAST ONE OF TWO 48 INCH OAKS, 38 FEET
 DK1820'SE OF THE WEST OF A TWO 48 INCH OAKS, 6.5 FEET EAST OF POLE WITHOUT
 DK1820'ANY WIRES, AND 1 FOOT WEST OF A METAL WITNESS POST.
 DK1820'
 DK1820'IT IS A REFERENCE MARK DISK, STAMPED FISK NO 1 1957 FLUSH.
 DK1820'
 DK1820'REFERENCE MARK NO 2 IS 101.06 FEET SE OF THE STATION.  IT IS 224 FEET
 DK1820'EAST OF THE CENTER OF HIGHWAY 7, 41 FEET SW OF THE SE CORNER OF THE
 DK1820'CHURCH, 23 FEET SSE OF THE SW CORNER OF THE CHURCH, 20 FEET SE OF A
 DK1820'POWER POLE WITH A GUY WIRE AND 1 FOOT NW OF A METAL WITNESS POST.
 DK1820'IT IS A REFERENCE MARK DISK, STAMPED FISK NO 2 1957 FLUSH.
 DK1820'
 DK1820'LM 8 (USGS) BM IS 91.82 FEET NORTH OF THE STATION.  IT IS 161 FEET
 DK1820'EAST OF THE CENTER OF HIGHWAY 7, 20 FEET NORTH OF THE CENTER OF THE
 DK1820'CHURCH DRIVEWAY, 104 FEET NNW OF THE NW CORNER OF THE CHURCH, 9
 DK1820'FEET WEST OF A 48 INCH OAK AND 1 FOOT WEST OF A METAL WITNESS POST.
 DK1820'IT IS A USGS BENCH MARK DISK STAMPED LM 8 1928 SET IN THE TOP OF A
 DK1820'6 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 DK1820'
 DK1820'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 49 FEET
 DK1820'EAST OF THE CENTER OF HIGHWAY 7, 81 FEET NORTH OF THE CENTER OF A
 DK1820'BLACK TOP ROAD, 113 FEET NNW OF A POWER POLE, NO. 46, 167 FEET NW OF
 DK1820'THE NW CORNER OF A LARGE BRICK HOUSE, 25 FEET NORTH OF AN ANCHOR
 DK1820'POLE WITH A GUY WIRE AND 1 FOOT SOUTH OF A METAL WITNESS
 DK1820'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED FISK 1957 3 INCHES BELOW
 DK1820'THE GROUND.
 DK1820'
 DK1820'TO REACH THE STATION FROM THE COURTHOUSE IN BELZONI GO NORTH ON HADEN
 DK1820'STREET (OLD HIGHWAY 49) FOR 0.55 MILE TO THE JUNCTION OF FIRST
 DK1820'STREET (HIGHWAY 12).  CONTINUE NORTH ON STATE HIGHWAY 7 FOR 1.45
 DK1820'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON HIGHWAY 7 FOR
 DK1820'1.15 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.
 DK1820'CONTINUE NORTH ON HIGHWAY 7 FOR 0.5 MILE TO THE CHURCH AND THE
 DK1820'STATION ON THE RIGHT.
 DK1820'
 DK1820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES NORTH
 DK1820'OF BELZONI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1710 ***********************************************************************
 EG1710  DESIGNATION -  FITE
 EG1710  PID         -  EG1710
 EG1710  STATE/COUNTY-  MS/MARSHALL
 EG1710  USGS QUAD   -  SLAYDEN (1975)
 EG1710
 EG1710                         *CURRENT SURVEY CONTROL
 EG1710  ___________________________________________________________________
 EG1710* NAD 83(1993)-  34 59 33.66138(N)    089 26 28.10845(W)     ADJUSTED  
 EG1710* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 EG1710  ___________________________________________________________________
 EG1710  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EG1710  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG1710  HORZ ORDER  -  SECOND
 EG1710
 EG1710.The horizontal coordinates were established by classical geodetic methods
 EG1710.and adjusted by the National Geodetic Survey in May 1994.
 EG1710
 EG1710.The orthometric height was scaled from a topographic map.
 EG1710
 EG1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1710
 EG1710.The geoid height was determined by GEOID03.
 EG1710
 EG1710;                    North         East     Units Scale Factor Converg.
 EG1710;SPC MS E     -   609,230.285   244,511.806   MT  0.99998793   -0 20 54.9
 EG1710;SPC MS E     - 1,998,783.03    802,202.48   sFT  0.99998793   -0 20 54.9
 EG1710;SPC TN       -    78,679.310   285,883.895   MT  1.00005537   -2 00 52.5
 EG1710;SPC TN       -   258,133.70    937,937.41   sFT  1.00005537   -2 00 52.5
 EG1710;UTM  16      - 3,874,954.577   277,198.735   MT  1.00021184   -1 24 01.8
 EG1710
 EG1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1710!SPC MS E     -   0.99998126  x   0.99998793  =   0.99996919
 EG1710!SPC TN       -   0.99998126  x   1.00005537  =   1.00003663
 EG1710!UTM  16      -   0.99998126  x   1.00021184  =   1.00019310
 EG1710
 EG1710:                Primary Azimuth Mark                     Grid Az
 EG1710:SPC MS E     -  SLAYDEN COUNTY HS TANK                   176 31 49.9
 EG1710:SPC TN       -  SLAYDEN COUNTY HS TANK                   178 11 47.5
 EG1710:UTM  16      -  SLAYDEN COUNTY HS TANK                   177 34 56.8
 EG1710
 EG1710|---------------------------------------------------------------------|
 EG1710| PID    Reference Object                     Distance      Geod. Az  |
 EG1710|                                                           dddmmss.s |
 EG1710| EG1709 SLAYDEN COUNTY HS TANK              APPROX. 4.9 KM 1761055.0 |
 EG1710| AI4161 FITE RM 1                            47.320 METERS 17829     |
 EG1710| AI4162 FITE AZ MK                                         1804544.4 |
 EG1710| AI4163 FITE RM 3                            20.661 METERS 18432     |
 EG1710| AI2826 FITE RM 2                            48.003 METERS 27256     |
 EG1710| FE2499 CHURCH                              APPROX. 4.1 KM 3015526.0 |
 EG1710|---------------------------------------------------------------------|
 EG1710
 EG1710                          SUPERSEDED SURVEY CONTROL
 EG1710
 EG1710  NAD 83(1993)-  34 59 33.66801(N)    089 26 28.10608(W) AD(       ) 2
 EG1710  NAD 83(1986)-  34 59 33.67262(N)    089 26 28.10836(W) AD(       ) 2
 EG1710  NAD 27      -  34 59 33.34300(N)    089 26 27.83500(W) AD(       ) 2
 EG1710
 EG1710.Superseded values are not recommended for survey control.
 EG1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1710.See file dsdata.txt to determine how the superseded data were derived.
 EG1710
 EG1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7719974955(NAD 83)
 EG1710_MARKER: DS = TRIANGULATION STATION DISK
 EG1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1710_STAMPING: FITE 1934
 EG1710_MARK LOGO: CGS   
 EG1710_PROJECTION: FLUSH
 EG1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1710+STABILITY: SURFACE MOTION
 EG1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1710+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 EG1710
 EG1710  HISTORY     - Date     Condition        Report By
 EG1710  HISTORY     - 1934     MONUMENTED       CGS
 EG1710  HISTORY     - 1964     GOOD             CGS
 EG1710  HISTORY     - 1966     GOOD             CGS
 EG1710  HISTORY     - 19881004 GOOD             NGS
 EG1710
 EG1710                          STATION DESCRIPTION
 EG1710
 EG1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1710'ABOUT 3 MILES NORTH OF SLAYDEN, ON PROPERTY OF J D FITE.  TO REACH
 EG1710'FROM JUNCTION OF
 EG1710'ROUTES 2 AND 7 AT SLAYDEN (ABOUT 17 MILES BY ROAD
 EG1710'NORTH OF HOLLY SPRINGS), FOLLOW
 EG1710'MOSCOW ROAD NORTH 1.0 MILE TO FORK,
 EG1710'FOLLOW LEFT FORK 1.1 MILES, TURN SHARPLY TO LEFT
 EG1710'OVER WOODEN BRIDGE
 EG1710'AND GO STRAIGHT AHEAD 1.1 MILES (OR 0.2 MILE BEYOND SMALL WOODEN
 EG1710'BRIDGE) TO
 EG1710'TRIANGLE-BLAZED 10-INCH TREE ON LEFT AND STATION SITE.
 EG1710'STATION IS IN FIELD AT TOP OF
 EG1710'GRADE, 36 FEET WEST OF CENTER LINE OF
 EG1710'MOSCOW-SLAYDEN ROAD, 56.3 FEET SOUTHWEST OF MOST
 EG1710'SOUTHERLY OF THREE
 EG1710'OAKS ON FENCE LINE, AND 16.5 FEET WEST OF TRIANGLE-BLAZED 18-INCHES
 EG1710'SASSAFRAS TREE
 EG1710'IN FENCE LINE, SURFACE AND UNDERGROUND MARKS ARE
 EG1710'STANDARD STATION DISKS IN
 EG1710'CONCRETE.  UPPER MARK IS
 EG1710'ABOUT 6 INCHES BELOW SURFACE OF GROUND.
 EG1710'REFERENCE AND AZIMUTH MARKS
 EG1710'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EG1710'REFERENCE MARKS
 EG1710'PROJECT 3 INCHES.  NO 1 IS ABOUT 25 FEET WEST OF CENTER LINE OF ROAD
 EG1710'AND 155.25 FEET
 EG1710'FROM STATION S 01 DEG 31 MIN E.  NO 2 IS AT
 EG1710'SAME ELEVATION AS AND 157.5 FEET
 EG1710'FROM STATION.
 EG1710'AZIMUTH MARK IS ON PROPERTY OF J D FITE,
 EG1710'ABOUT 80 FEET WEST AND
 EG1710'ABOUT 10 FEET HIGHER THAN CENTER LINE OF ROAD, ABOUT 40 FEET WEST
 EG1710'OF 10-INCH
 EG1710'WILD-CHERRY TREE, ABOUT 12 FEET SOUTH OF MORE NORTHERLY OF
 EG1710'TWO LANES LEADING TO MAIN
 EG1710'ROAD, AND 0.4 MILE FROM STATION S 0 DEG 46 MIN W.
 EG1710
 EG1710                          STATION RECOVERY (1964)
 EG1710
 EG1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EG1710'STATION AND R M 2 FOUND IN GOOD CONDITION.  R M WAS FOUND LAYING ON
 EG1710'TOP OF GROUND.
 EG1710
 EG1710                          STATION RECOVERY (1966)
 EG1710
 EG1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EG1710'THE STATION AND R M NO 2 WERE FOUND IN GOOD CONDITION.  R M NO 1 WAS
 EG1710'FOUND DESTROYED
 EG1710'AND THE DISK RECLAIMED.  THE AZIMUTH MARK WAS NOT
 EG1710'FOUND AT THIS DATE.  RM NO 3 WAS
 EG1710'ESTABLISHED AT THIS DATE.  A NEW
 EG1710'DESCRIPTION FOLLOWS-
 EG1710'
 EG1710'THE STATION IS LOCATED 3 MILES N OF SLAYDEN, ABOUT 125 YARDS SOUTH OF
 EG1710'THE MISS-TENN
 EG1710'STATE LINE, ON THE RIGHT-OF-WAY OF A BLACK TOPPED
 EG1710'COUNTY ROAD, 36.5 FT W OF CENTER
 EG1710'OF HIGHWAY, 6.5 FT E OF RIGHT-OF-WAY
 EG1710'OF FENCE LINE AND 2 FT S OF A METAL WITNESS POST.
 EG1710'IT IS A STANDARD
 EG1710'DISK STAMPED FITE 1934, ABOUT 6-INCHES BELOW GROUND SURFACE.
 EG1710'
 EG1710'RM NO 2 IS 157.49 FT W OF STATION, 194 FT W OF CENTER OF ROAD, 38 FT
 EG1710'E OF EDGE OF TREES
 EG1710'AND 2 FT SW OF METAL WITNESS POST.  IT IS A
 EG1710'STANDARD DISK STAMPED FITE NO 2 1934,
 EG1710'PROJECTING 2-INCHES.
 EG1710'
 EG1710'RM NO 3 IS 67.78 FT S OF THE STATION, 42 FT W OF CENTER OF ROAD, 9 FT
 EG1710'W OF THE WEST EDGE
 EG1710'OF BANK AND 1 FOOT E OF A FENCE LINE.  IT IS A
 EG1710'STANDARD DISK STAMPED FITE 1934 NO 3
 EG1710'1966, PROJECTING 6-INCHES.
 EG1710'
 EG1710'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY SPRINGS, GO N ON
 EG1710'STATE HIGHWAY 7
 EG1710'FOR 16.1 MILES TO A CROSSROAD AND JUNCTION WITH U S
 EG1710'HIGHWAY 72, TURN LEFT AND GO W FOR
 EG1710'8.5 MILES TO THE VILLAGE OF
 EG1710'SLAYDEN, TURN RIGHT AND GO NO ON BLACK TOP ROAD FOR
 EG1710'3.25 MILES TO THE
 EG1710'TOP OF HILL AND STATION ON THE LEFT.
 EG1710'
 EG1710'A NEW AZIMUTH MARK WAS NOT SET SINCE THERE WAS NO PHYSICAL MEANS OF
 EG1710'ESTABLISHING ONE
 EG1710'AT THIS DATE.
 EG1710
 EG1710                          STATION RECOVERY (1988)
 EG1710
 EG1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DDR)
 EG1710'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.2
 EG1710'WAS FOUND IN APPARENT GOOD CONDITION, BUT APPEARED TO BE LEANING
 EG1710'SLIGHTLY TO THE NORTHWEST.  REFERENCE MARK NO.3 AND THE AZIMUTH MARK
 EG1710'WERE NOT FOUND ARE BELIEVED DESTROYED.  A NEW AZIMUTH MARK WAS
 EG1710'ESTABLISHED AT THIS DATE.  SEE DESCRIPTION FOR FITE AZ MK 2.
 EG1710'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 72 AND STATE HIGHWAY 7,
 EG1710'ABOUT 25.9 KM (16.1 MI) NORTH OF HOLLY SPRINGS, GO WEST ON U.S.
 EG1710'HIGHWAY 72 FOR 13.68 KM (8.50 MI) TO A CROSSROAD AT SLAYDEN, TURN
 EG1710'RIGHT AND GO NORTH ON PAVED ROAD FOR 5.23 KM (3.25 MI) TO THE MARK ON
 EG1710'THE LEFT.
 EG1710'STATION MARK IS A STANDARD DISK, STAMPED---FITE 1934---SET IN TOP OF A
 EG1710'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 20.55 M (67.42 FT)
 EG1710'WEST SOUTHWEST AND ACROSS ROAD FROM SOUTH POST OF METAL GATE, 15.10 M
 EG1710'(49.54 FT) NORTHEAST OF THE NORTHEAST CORNER OF NORTH BRICK COLUMN,
 EG1710'13.00 M (42.65 FT) NORTH OF THE CENTER OF A PAVED DRIVEWAY, 11.00 M
 EG1710'(36.09 FT) WEST OF THE CENTER OF THE PAVED ROAD, 2.80 M (9.19 FT) EAST
 EG1710'OF A WOODEN FENCE AND 0.45 M (1.48 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1014 ***********************************************************************
 CP1014  DESIGNATION -  FITLER AZ MK
 CP1014  PID         -  CP1014
 CP1014  STATE/COUNTY-  MS/ISSAQUENA
 CP1014  USGS QUAD   -  FITLER (1994)
 CP1014
 CP1014                         *CURRENT SURVEY CONTROL
 CP1014  ___________________________________________________________________
 CP1014* NAD 83(1986)-  32 43 28.     (N)    091 01 56.     (W)     SCALED    
 CP1014* NAVD 88     -        29.85   (+/-2cm)      97.9    (feet)  VERTCON   
 CP1014  ___________________________________________________________________
 CP1014  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1014  VERT ORDER  -  FIRST     CLASS I (See Below)
 CP1014
 CP1014.The horizontal coordinates were scaled from a topographic map and have
 CP1014.an estimated accuracy of +/- 6 seconds.
 CP1014
 CP1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1014.The vertical order pertains to the NGVD 29 superseded value.
 CP1014
 CP1014.The geoid height was determined by GEOID03.
 CP1014
 CP1014;                    North         East    Units  Estimated Accuracy
 CP1014;SPC MS W     -   357,700.      634,490.      MT  (+/- 180 meters Scaled)
 CP1014
 CP1014                          SUPERSEDED SURVEY CONTROL
 CP1014
 CP1014  NGVD 29 (??/??/92)   29.899  (m)           98.09   (f) ADJ UNCH    1 1
 CP1014
 CP1014.Superseded values are not recommended for survey control.
 CP1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1014.See file dsdata.txt to determine how the superseded data were derived.
 CP1014
 CP1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS844224(NAD 83)
 CP1014_MARKER: DZ = AZIMUTH MARK DISK
 CP1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1014_STAMPING: FITLER 1958
 CP1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1014+STABILITY: SURFACE MOTION
 CP1014
 CP1014  HISTORY     - Date     Condition        Report By
 CP1014  HISTORY     - 1958     MONUMENTED       CGS
 CP1014  HISTORY     - 1974     GOOD             NGS
 CP1014
 CP1014                          STATION DESCRIPTION
 CP1014
 CP1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1014'0.15 MI E FROM FITLER.
 CP1014'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AND
 CP1014'GROCERY STORE AT FITLER, ABOUT 0.10 MILE EAST OF THE JUNCTION OF
 CP1014'HIGHWAY 1 AND A PAVED ROAD LEADING SOUTHWEST, ABOUT 51 YARDS NORTH AND
 CP1014'ACROSS THE HIGHWAY FROM THE MOST WESTERLY ONE OF THREE WATER VATS,
 CP1014'115.3 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A GRAIN ELEVATOR,
 CP1014'50.5 FEET NORTH-NORTHEAST OF CENTER LINE OF THE HIGHWAY, 1 FOOT WEST
 CP1014'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 CP1014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. SECTION 11,
 CP1014'T 10N, R 8W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0015 ***********************************************************************
 CP0015  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0015  CBN         -  This is a Cooperative Base Network Control Station.
 CP0015  DESIGNATION -  FITLER RESET
 CP0015  PID         -  CP0015
 CP0015  STATE/COUNTY-  MS/ISSAQUENA
 CP0015  USGS QUAD   -  FITLER (1994)
 CP0015
 CP0015                         *CURRENT SURVEY CONTROL
 CP0015  ___________________________________________________________________
 CP0015* NAD 83(2007)-  32 43 37.70363(N)    091 02 19.73917(W)     ADJUSTED  
 CP0015* NAVD 88     -        38.84   (meters)     127.4    (feet)  GPS OBS   
 CP0015  ___________________________________________________________________
 CP0015  EPOCH DATE  -        2002.00
 CP0015  X           -     -97,373.309 (meters)                     COMP
 CP0015  Y           -  -5,370,023.147 (meters)                     COMP
 CP0015  Z           -   3,428,547.400 (meters)                     COMP
 CP0015  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP0015  ELLIP HEIGHT-          12.390 (meters)          (02/10/07) ADJUSTED
 CP0015  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0015
 CP0015  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0015  Type    PID    Designation                      North   East  Ellip
 CP0015  -------------------------------------------------------------------
 CP0015  NETWORK CP0015 FITLER RESET                      0.47   0.45   0.98
 CP0015  -------------------------------------------------------------------
 CP0015
 CP0015.The horizontal coordinates were established by GPS observations
 CP0015.and adjusted by the National Geodetic Survey in February 2007.
 CP0015
 CP0015.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0015.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0015.The horizontal coordinates are valid at the epoch date displayed above.
 CP0015.The epoch date for horizontal control is a decimal equivalence
 CP0015.of Year/Month/Day.
 CP0015
 CP0015.The orthometric height was determined by GPS observations and a
 CP0015.high-resolution geoid model.
 CP0015.The orthometric height was determined by GPS observations and a
 CP0015.high-resolution geoid model using precise GPS observation and
 CP0015.processing techniques. It supersedes the leveled height previously
 CP0015.determined for this station.
 CP0015
 CP0015.Photographs are available for this station.
 CP0015
 CP0015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0015
 CP0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0015
 CP0015.The ellipsoidal height was determined by GPS observations
 CP0015.and is referenced to NAD 83.
 CP0015
 CP0015.The geoid height was determined by GEOID03.
 CP0015
 CP0015;                    North         East     Units Scale Factor Converg.
 CP0015;SPC MS W     -   358,000.251   633,870.755   MT  1.00000390   -0 22 53.1
 CP0015;SPC MS W     - 1,174,539.16  2,079,624.30   sFT  1.00000390   -0 22 53.1
 CP0015;SPC LA N     -   247,866.795 1,136,968.884   MT  1.00001435   +0 46 21.1
 CP0015;SPC LA N     -   813,209.64  3,730,205.41   sFT  1.00001435   +0 46 21.1
 CP0015;UTM  15      - 3,622,739.214   683,782.464   MT  1.00001649   +1 03 38.1
 CP0015
 CP0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0015!SPC MS W     -   0.99999805  x   1.00000390  =   1.00000195
 CP0015!SPC LA N     -   0.99999805  x   1.00001435  =   1.00001240
 CP0015!UTM  15      -   0.99999805  x   1.00001649  =   1.00001454
 CP0015
 CP0015:                Primary Azimuth Mark                     Grid Az
 CP0015:SPC MS W     -  FITLER RESET AZ MK                       002 42 54.0
 CP0015:SPC LA N     -  FITLER RESET AZ MK                       001 33 39.8
 CP0015:UTM  15      -  FITLER RESET AZ MK                       001 16 22.8
 CP0015
 CP0015|---------------------------------------------------------------------|
 CP0015| PID    Reference Object                     Distance      Geod. Az  |
 CP0015|                                                           dddmmss.s |
 CP0015| CP0018 FITLER RESET AZ MK                  APPROX. 0.7 KM 0022000.9 |
 CP0015| CP1014 FITLER AZ MK                                       1115431.8 |
 CP0015| CY3560 FITLER RM 1                          33.525 METERS 19826     |
 CP0015| CP2847 7640 MSLD 1958                       45.025 METERS 21039     |
 CP0015| CP0016 FITLER RM 3                          16.359 METERS 23023     |
 CP0015| CP0017 FITLER RM 4                          22.222 METERS 31333     |
 CP0015| CY3561 FITLER RM 2                          29.591 METERS 31912     |
 CP0015|---------------------------------------------------------------------|
 CP0015
 CP0015                          SUPERSEDED SURVEY CONTROL
 CP0015
 CP0015  ELLIP H (11/18/03)   12.389  (m)                       GP(       ) 4 1
 CP0015  ELLIP H (04/15/02)   12.369  (m)                       GP(       ) 4 2
 CP0015  ELLIP H (02/15/02)   12.376  (m)                       GP(       ) 4 1
 CP0015  NAD 83(1986)-  32 43 37.71522(N)    091 02 19.73292(W) AD(       ) 1
 CP0015  NAD 83(1993)-  32 43 37.70332(N)    091 02 19.73907(W) AD(       ) B
 CP0015  ELLIP H (01/12/94)   12.458  (m)                       GP(       ) 4 1
 CP0015  NAD 83(1986)-  32 43 37.71522(N)    091 02 19.73292(W) AD(       ) 2
 CP0015  NAD 27      -  32 43 37.23820(N)    091 02 19.35040(W) AD(       ) 2
 CP0015  NAVD 88 (06/15/91)   38.868  (m)          127.52   (f) ADJUSTED    2 0
 CP0015  NGVD 29 (??/??/92)   38.922  (m)          127.70   (f) ADJ UNCH    2 0
 CP0015
 CP0015.Superseded values are not recommended for survey control.
 CP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0015.See file dsdata.txt to determine how the superseded data were derived.
 CP0015
 CP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8378222739(NAD 83)
 CP0015_MARKER: DD = SURVEY DISK
 CP0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0015_SP_SET: CONCRETE POST
 CP0015_STAMPING: FITLER 1958 1977
 CP0015_MARK LOGO: NGS   
 CP0015_PROJECTION: FLUSH
 CP0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0015+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 CP0015
 CP0015  HISTORY     - Date     Condition        Report By
 CP0015  HISTORY     - 1977     MONUMENTED       NGS
 CP0015  HISTORY     - 1977     GOOD             MSHD
 CP0015  HISTORY     - 19920901 GOOD             MSHD
 CP0015  HISTORY     - 19930503 GOOD
 CP0015  HISTORY     - 19940129 GOOD             NOS
 CP0015  HISTORY     - 20000301 GOOD             NGS
 CP0015  HISTORY     - 20020723 GOOD             PYBURN
 CP0015  HISTORY     - 20020916 GOOD             PYBURN
 CP0015  HISTORY     - 20030803 GOOD             EMCINC
 CP0015
 CP0015                          STATION DESCRIPTION
 CP0015
 CP0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP0015'THE STATION WAS VISITED 12-8-77 AND ONLY THE UNDERGROUND STATION
 CP0015'MARK WAS RECOVERED.  ALL OTHER MARKS WERE DESTROYED BY LEVEE WORK
 CP0015'WITH THE EXCEPTION OF STATION 7640 (MLD) WHICH WAS FOUND SOLIDLY IN
 CP0015'PLACE BUT LEANING SLIGHTLY TO THE WEST.  A NEW STATION SURFACE MARK,
 CP0015'REFERENCE MARK NO 3, REFERENCE MARK NO 4 AND AZIMUTH MARK WERE
 CP0015'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CP0015'
 CP0015'STATION IS LOCATED 5.8 MILES WEST OF ONWARD, 0.5 MILE EAST OF FITLER
 CP0015'BEND OF THE MISSISSIPPI RIVER AND 0.3 MILE WEST FITLER STORE, ON THE
 CP0015'SOUTHEAST SIDE OF THE TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP0015'
 CP0015'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 1
 CP0015'ABOUT 6 MILES SOUTH OF CARY GO WEST ON STATE HIGHWAY 1 FOR 5.8 MILES
 CP0015'TO THE FITLER STORE ON THE RIGHT AND A SIDE ROAD LEFT LEADING TO THE
 CP0015'LEVEE, TURN LEFT AND GO 0.3 MILE TO TOP OF LEVEE AND STATION.
 CP0015'
 CP0015'STATION MARK IS A STANDARD DISK, STAMPED---FITLER 1958 1977---SET
 CP0015'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 73 FEET
 CP0015'EAST SOUTHEAST OF A WOODEN POST WITH WITNESS SIGN ATTACHED, 55 FEET
 CP0015'NORTHEAST OF A POWER POLE, 39 FEET SOUTHEAST OF THE CENTER OF THE
 CP0015'JUNCTION OF THE NORTH-SOUTH AND EAST-WEST LEVEES, 11 FEET EAST OF THE
 CP0015'CENTER OF THE NORTH-SOUTH LEVEE ROAD AND 1 FOOT WEST OF A METAL
 CP0015'WITNESS POST AND SIGN.
 CP0015'
 CP0015'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED---FITLER 1958 NO 3
 CP0015'1977---SET IN TOP OF ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CP0015'IS 19 FEET WEST OF THE CENTER OF LEVEE ROAD, 2 FEET NORTH OF POWER
 CP0015'POLE AND 1.5 FEET SOUTH OF METAL WITNESS POST AND SIGN.
 CP0015'
 CP0015'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED---FITLER 1958 NO 4
 CP0015'1977---SET IN TOP OF ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CP0015'IS 55 FEET WEST OF THE CENTER OF THE NORTH-SOUTH LEVEE ROAD, 13 FEET
 CP0015'SOUTH OF THE CENTER OF THE EAST-WEST LEVEE ROAD, AND 1.5 FEET SOUTH
 CP0015'OF WOODEN POST WITH WITNESS SIGN ATTACHED.
 CP0015'
 CP0015'7640 (MLD) IS A MISSISSIPPI LEVEE DISTRICT BRONZE DISK,
 CP0015'STAMPED---7640---SET IN TOP OF A 6 INCH SQUARE CONCRETE POST,
 CP0015'PROJECTING 17 INCHES.  IT IS 182 FEET SOUTH OF THE CENTER OF EAST-WEST
 CP0015'LEVEE, 96 FEET SOUTH OF A POWER POLE AND 21 FEET WEST OF THE CENTER
 CP0015'OF THE NORTH-SOUTH LEVEE ROAD.  NOTE--MARKER IS LEANING SLIGHTLY TO
 CP0015'THE WEST.
 CP0015'
 CP0015'AZIMUTH MARK IS A STANDARD DISK, STAMPED---FITLER 1958 RESET
 CP0015'1977---SET IN TOP OF ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CP0015'IS 15 FEET EAST OF THE CENTER OF THE LEVEE ROAD, 10 FEET EAST OF THE
 CP0015'SOUTHEAST CORNER OF A STEEL CATTLE GUARD AND 1 FOOT SOUTH OF FENCELINE
 CP0015'AT FENCE POST WITH WITNESS SIGN ATTACHED.
 CP0015'
 CP0015'TO REACH AZIMUTH MARK GO NORTH ALONG TOP OF LEVEE FOR 0.4 MILE TO A
 CP0015'CATTLE GUARD AND MARK ON THE RIGHT.
 CP0015
 CP0015                          STATION RECOVERY (1977)
 CP0015
 CP0015'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0015'0.3 MI WEST FROM FITLER.
 CP0015'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0015'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE ON
 CP0015'THE RIGHT AND A SIDE ROAD LEFT LEADING TO THE LEVEE. TURN LEFT AND GO
 CP0015'WEST ON A GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF THE LEVEE AND THE
 CP0015'MARK. THE MARK IS LOCATED 0.3 MILE WEST OF THE FITLER STORE AND POST
 CP0015'OFFICE, 5.8 MILES WEST OF ONWARD, 12 MILES SOUTH OF MAYERSVILLE, 0.5
 CP0015'MILE EAST OF THE FITLER BEND OF THE MISSISSIPPI RIVER AND ON THE
 CP0015'SOUTHEAST SIDE OF THE TOP OF THE MISSISSIPPI RIVER LEVEE. IT IS 73
 CP0015'FEET EAST SOUTHEAST OF A WOODEN POST WITH A WITNESS SIGN, 55 FEET
 CP0015'NORTHEAST OF A POWER POLE, 39 FEET SOUTHEAST OF THE JUNCTION OF A
 CP0015'SPUR LEVEE WITH THE MAIN LEVEE, 11 FEET EAST OF THE CENTER OF THE
 CP0015'LEVEE, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0015'CONCRETE POST AND IS FLUSH WITH THE GROUND.
 CP0015
 CP0015                          STATION RECOVERY (1992)
 CP0015
 CP0015'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CP0015'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF ONWARD, 0.5 MI
 CP0015'(0.8 KM) EAST OF FITLER BEND OF THE MISSISSIPPI RIVER, 0.3 MI
 CP0015'(0.5 KM) WEST OF THE FITLER STORE AND IS ON THE SOUTHEAST SIDE OF THE
 CP0015'TOP OF THE MISSISSIPPI RIVER LEVEE.
 CP0015'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0015'ONWARD, GO WEST ON STATE HIGHWAY 1 FOR 5.8 MI (9.3 KM) TO THE FITLER
 CP0015'STORE ON THE RIGHT AND A SIDE ROAD LEADING TO THE LEVEE ON THE LEFT,
 CP0015'TURN LEFT AND GO WEST ON A GRAVER ROAD FOR 0.3 MI (0.5 KM) TO THE TOP
 CP0015'OF THE LEVEE AND THE STATION.
 CP0015'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, 1
 CP0015'NICH BELOW THE GROUND, 73 FT (22.3 M) EAST SOUTHEAST OF A WOODEN POST
 CP0015'WITH A METAL WITNESS SIGN ATTACHED, 57 FT (17.4 M) WEST OF THE CENTER
 CP0015'OF THE ENTRANCE RAMP TO THE LEVEE, 55 FT (16.8 M) NORTHEAST OF A
 CP0015'POWER POLE, 39 FT (11.9 M) SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 CP0015'THE NORTH-SOUTH AND EAST-WEST LEVEES, 11 FT (3.4 M) EAST OF THE
 CP0015'CENTER OF THE MAIN LEVEE AND 1 FT (0.3 M) WEST OF A CARSONITE WITNESS
 CP0015'POST.
 CP0015
 CP0015                          STATION RECOVERY (1993)
 CP0015
 CP0015'RECOVERED 1993
 CP0015'RECOVERED IN GOOD CONDITION.
 CP0015
 CP0015                          STATION RECOVERY (1994)
 CP0015
 CP0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 CP0015'RECOVERED AS DESCRIBED.
 CP0015
 CP0015                          STATION RECOVERY (2000)
 CP0015
 CP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0015'RECOVERED AS AMENDED.  FITLER STORE IS GONE AND THE SITE IS CLEARED.
 CP0015'TO REACH THE STATION, TURN LEFT, WEST, FROM ROUTE 1 ONTO HEATH ROAD
 CP0015'AND PROCEED TO AND THROUGH AND UNLOCKED GATE TO THE LEVEE AND THE
 CP0015'STATION AHEAD.  THE ROAD TO THE TOP OF THE LEVEE FORKS -- TAKE THE
 CP0015'RIGHT FORK TO THE TOP AND THE STATION ON THE LEFT (SOUTH) 61 FT. (18.6
 CP0015'M) THE STATION IS 2.0 FT (0.6 M) EAST OF AN ORANGE WITNESS POST AND
 CP0015'EAST OF THE EAST EDGE OF THE ROAD AT THE TOP OF THE LEVEE.  IT IS
 CP0015'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  RM 3 AND RM 4 WERE ALSO
 CP0015'RECOVERED ON THIS DATE.
 CP0015
 CP0015                          STATION RECOVERY (2002)
 CP0015
 CP0015'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP0015'RECOVERED AS DESCRIBED
 CP0015'IPYBURN
 CP0015'
 CP0015
 CP0015                          STATION RECOVERY (2002)
 CP0015
 CP0015'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP0015'RECOVERED AS DESCRIBEDIPYBURN
 CP0015' 
 CP0015'
 CP0015
 CP0015                          STATION RECOVERY (2003)
 CP0015
 CP0015'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 CP0015'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 CP0015'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0018 ***********************************************************************
 CP0018  DESIGNATION -  FITLER RESET AZ MK
 CP0018  PID         -  CP0018
 CP0018  STATE/COUNTY-  MS/ISSAQUENA
 CP0018  USGS QUAD   -  FITLER (1994)
 CP0018
 CP0018                         *CURRENT SURVEY CONTROL
 CP0018  ___________________________________________________________________
 CP0018* NAD 83(1993)-  32 43 59.03240(N)    091 02 18.71072(W)     NO CHECK  
 CP0018* NAVD 88     -        38.868  (meters)     127.52   (feet)  ADJUSTED  
 CP0018  ___________________________________________________________________
 CP0018  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CP0018  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0018  DYNAMIC HT  -          38.825 (meters)     127.38  (feet)  COMP
 CP0018  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CP0018
 CP0018  HORZ ORDER  -  THIRD
 CP0018  VERT ORDER  -  SECOND    CLASS 0
 CP0018
 CP0018.The horizontal coordinates were established by classical geodetic methods
 CP0018.and adjusted by the National Geodetic Survey in May 1994.
 CP0018.No horizontal observational check was made to the station.
 CP0018
 CP0018.The orthometric height was determined by differential leveling
 CP0018.and adjusted in June 1991.
 CP0018
 CP0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0018
 CP0018.The geoid height was determined by GEOID03.
 CP0018
 CP0018.The dynamic height is computed by dividing the NAVD 88
 CP0018.geopotential number by the normal gravity value computed on the
 CP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0018.degrees latitude (g = 980.6199 gals.).
 CP0018
 CP0018.The modeled gravity was interpolated from observed gravity values.
 CP0018
 CP0018;                    North         East     Units Scale Factor Converg.
 CP0018;SPC MS W     -   358,657.104   633,901.907   MT  1.00000385   -0 22 52.8
 CP0018;SPC MS W     - 1,176,694.18  2,079,726.51   sFT  1.00000385   -0 22 52.8
 CP0018;SPC LA N     -   248,524.149 1,136,986.801   MT  1.00001581   +0 46 21.6
 CP0018;SPC LA N     -   815,366.31  3,730,264.20   sFT  1.00001581   +0 46 21.6
 CP0018;UTM  15      - 3,623,396.651   683,797.075   MT  1.00001656   +1 03 39.3
 CP0018
 CP0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0018!SPC MS W     -   0.99999805  x   1.00000385  =   1.00000190
 CP0018!SPC LA N     -   0.99999805  x   1.00001581  =   1.00001386
 CP0018!UTM  15      -   0.99999805  x   1.00001656  =   1.00001461
 CP0018
 CP0018                          SUPERSEDED SURVEY CONTROL
 CP0018
 CP0018  NAD 83(1986)-  32 43 59.04430(N)    091 02 18.70456(W) AD(       ) 3
 CP0018  NAD 27      -  32 43 58.56787(N)    091 02 18.32218(W) AD(       ) 3
 CP0018  NGVD 29 (??/??/92)   38.922  (m)          127.70   (f) ADJ UNCH    2 0
 CP0018
 CP0018.Superseded values are not recommended for survey control.
 CP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0018.See file dsdata.txt to determine how the superseded data were derived.
 CP0018
 CP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8379723397(NAD 83)
 CP0018_MARKER: DZ = AZIMUTH MARK DISK
 CP0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0018_SP_SET: CONCRETE POST
 CP0018_STAMPING: FITLER 1958 RESET 1977
 CP0018_PROJECTION: FLUSH
 CP0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0018+STABILITY: SURFACE MOTION
 CP0018
 CP0018  HISTORY     - Date     Condition        Report By
 CP0018  HISTORY     - 1977     MONUMENTED       NGS
 CP0018  HISTORY     - 1977     GOOD             MSHD
 CP0018
 CP0018                          STATION DESCRIPTION
 CP0018
 CP0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP0018'TO REACH STATION FITLER FROM THE JUNCTION OF US HIGHWAY 61 AND STATE
 CP0018'HIGHWAY 1 ABOUT 6 MILES SOUTH OF CARY GO WEST ON STATE HIGHWAY 1 FOR
 CP0018'5.8 MILES TO THE FITLER STORE ON THE RIGHT AND A SIDE ROAD LEFT
 CP0018'LEADING TO THE LEVEE, TURN LEFT AND GO 0.3 MILE TO TOP OF LEVEE AND
 CP0018'STATION.
 CP0018'
 CP0018'TO REACH AZIMUTH MARK GO NORTH ALONG TOP OF LEVEE FOR 0.4 MILE TO A
 CP0018'CATTLE GUARD AND MARK ON THE RIGHT.
 CP0018'
 CP0018'AZIMUTH MARK IS A STANDARD DISK STAMPED---FITLER 1958 RESET 1977---
 CP0018'SET IN TOP OF ROUND CONCRETE POST--FLUSH WITH THE GROUND.  IT IS 15
 CP0018'FEET EAST OF THE CENTER OF THE LEVEE ROAD, 10 FEET EAST OF THE
 CP0018'SOUTHEAST CORNER OF A STEEL BATTLE GUARD AND 1 FOOT SOUTH OF
 CP0018'FENCELINE AT FENCE POST WITH WITNESS SIGN ATTACHED.
 CP0018
 CP0018                          STATION RECOVERY (1977)
 CP0018
 CP0018'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0018'0.45 MI NW FROM FITLER.
 CP0018'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0018'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE ON
 CP0018'THE RIGHT AND A SIDE ROAD LEADING TO THE LEVEE ON THE LEFT. TURN LEFT
 CP0018'AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF THE LEVEE.
 CP0018'TURN RIGHT AND GO NORTH ON THE TOP OF THE LEVEE FOR 0.4 MILE TO A
 CP0018'CATTLE GUARD AND THE MARK ON THE RIGHT. THE MARK IS LOCATED 0.45
 CP0018'MILE NORTHWEST OF FITLER ON THE TOP OF THE EAST SIDE OF THE
 CP0018'MISSISSIPPI RIVER LEVEE ON THE SOUTH SIDE OF A FENCE AND 5.7 MILE WEST
 CP0018'OF ONWARD. IT IS 15 FEET EAST OF THE CENTER OF THE LEVEE, 10 FEET EAST
 CP0018'OF THE SOUTHEAST CORNER OF THE CATTLE GUARD, 1 FOOT SOUTH OF A FENCE
 CP0018'AND A POST WITH A METAL WITNESS SIGN SET IN THE TOP OF A ROUND
 CP0018'CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0016 ***********************************************************************
 CP0016  DESIGNATION -  FITLER RM 3
 CP0016  PID         -  CP0016
 CP0016  STATE/COUNTY-  MS/ISSAQUENA
 CP0016  USGS QUAD   -  FITLER (1994)
 CP0016
 CP0016                         *CURRENT SURVEY CONTROL
 CP0016  ___________________________________________________________________
 CP0016* NAD 83(1986)-  32 43 32.     (N)    091 02 24.     (W)     SCALED    
 CP0016* NAVD 88     -        38.459  (meters)     126.18   (feet)  ADJUSTED  
 CP0016  ___________________________________________________________________
 CP0016  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0016  DYNAMIC HT  -          38.416 (meters)     126.04  (feet)  COMP
 CP0016  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CP0016
 CP0016  VERT ORDER  -  SECOND    CLASS 0
 CP0016
 CP0016.The horizontal coordinates were scaled from a topographic map and have
 CP0016.an estimated accuracy of +/- 6 seconds.
 CP0016
 CP0016.The orthometric height was determined by differential leveling
 CP0016.and adjusted in June 1991.
 CP0016
 CP0016.The geoid height was determined by GEOID03.
 CP0016
 CP0016.The dynamic height is computed by dividing the NAVD 88
 CP0016.geopotential number by the normal gravity value computed on the
 CP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0016.degrees latitude (g = 980.6199 gals.).
 CP0016
 CP0016.The modeled gravity was interpolated from observed gravity values.
 CP0016
 CP0016;                    North         East    Units  Estimated Accuracy
 CP0016;SPC MS W     -   357,830.      633,760.      MT  (+/- 180 meters Scaled)
 CP0016
 CP0016                          SUPERSEDED SURVEY CONTROL
 CP0016
 CP0016  NGVD 29 (??/??/92)   38.513  (m)          126.35   (f) ADJ UNCH    2 0
 CP0016
 CP0016.Superseded values are not recommended for survey control.
 CP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0016.See file dsdata.txt to determine how the superseded data were derived.
 CP0016
 CP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS836225(NAD 83)
 CP0016_MARKER: DR = REFERENCE MARK DISK
 CP0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0016_SP_SET: CONCRETE POST
 CP0016_STAMPING: FITLER 1957 NO 3 1977
 CP0016_PROJECTION: FLUSH
 CP0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0016+STABILITY: SURFACE MOTION
 CP0016
 CP0016  HISTORY     - Date     Condition        Report By
 CP0016  HISTORY     - 1977     MONUMENTED       NGS
 CP0016  HISTORY     - 1977     GOOD             MSHD
 CP0016  HISTORY     - 20000223 GOOD             NGS
 CP0016
 CP0016                          STATION DESCRIPTION
 CP0016
 CP0016'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0016'0.3 MI WEST FROM FITLER.
 CP0016'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0016'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE ON
 CP0016'THR RIGHT AND A SIDE ROAD LEFT LEADING TO THE LEVEE. TURN LEFT AND GO
 CP0016'WEST ON A GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF THE LEVEE AND THE
 CP0016'MARK. THE MARK IS LOCATED 0.3 MILE WEST OF FITLER NEAR THE WEST EDGE
 CP0016'OF THE MISSISSIPPI RIVER LEVEE ABOUT 100 FEET SOUTH OF THE JUNCTION OF
 CP0016'A SPUR LEVEE, 5.8 MILES WEST OF ONWARD, 12 MILES SOUTH OF MAYERSVILLE
 CP0016'AND 0.5 MILE EAST OF THE FITLER BEND OF THE MISSISSIPPI RIVER. IT IS
 CP0016'19 FEET WEST OF THE CENTER OF THE LEVEE, 2 FEET NORTH OF A POWER POLE,
 CP0016'1.5 FEET SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0016'CONCRETE POST AND IS FLUSH WITH THE GROUND.
 CP0016
 CP0016                          STATION RECOVERY (2000)
 CP0016
 CP0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0017 ***********************************************************************
 CP0017  DESIGNATION -  FITLER RM 4
 CP0017  PID         -  CP0017
 CP0017  STATE/COUNTY-  MS/ISSAQUENA
 CP0017  USGS QUAD   -  FITLER (1994)
 CP0017
 CP0017                         *CURRENT SURVEY CONTROL
 CP0017  ___________________________________________________________________
 CP0017* NAD 83(1986)-  32 43 32.     (N)    091 02 24.     (W)     SCALED    
 CP0017* NAVD 88     -        38.531  (meters)     126.41   (feet)  ADJUSTED  
 CP0017  ___________________________________________________________________
 CP0017  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP0017  DYNAMIC HT  -          38.488 (meters)     126.27  (feet)  COMP
 CP0017  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CP0017
 CP0017  VERT ORDER  -  SECOND    CLASS 0
 CP0017
 CP0017.The horizontal coordinates were scaled from a topographic map and have
 CP0017.an estimated accuracy of +/- 6 seconds.
 CP0017
 CP0017.The orthometric height was determined by differential leveling
 CP0017.and adjusted in June 1991.
 CP0017
 CP0017.The geoid height was determined by GEOID03.
 CP0017
 CP0017.The dynamic height is computed by dividing the NAVD 88
 CP0017.geopotential number by the normal gravity value computed on the
 CP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0017.degrees latitude (g = 980.6199 gals.).
 CP0017
 CP0017.The modeled gravity was interpolated from observed gravity values.
 CP0017
 CP0017;                    North         East    Units  Estimated Accuracy
 CP0017;SPC MS W     -   357,830.      633,760.      MT  (+/- 180 meters Scaled)
 CP0017
 CP0017                          SUPERSEDED SURVEY CONTROL
 CP0017
 CP0017  NGVD 29 (??/??/92)   38.584  (m)          126.59   (f) ADJ UNCH    2 0
 CP0017
 CP0017.Superseded values are not recommended for survey control.
 CP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0017.See file dsdata.txt to determine how the superseded data were derived.
 CP0017
 CP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS836225(NAD 83)
 CP0017_MARKER: DR = REFERENCE MARK DISK
 CP0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0017_SP_SET: CONCRETE POST
 CP0017_STAMPING: FITLER 1958 NO 4 1977
 CP0017_PROJECTION: FLUSH
 CP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0017+STABILITY: SURFACE MOTION
 CP0017
 CP0017  HISTORY     - Date     Condition        Report By
 CP0017  HISTORY     - 1977     MONUMENTED       NGS
 CP0017  HISTORY     - 1977     GOOD             MSHD
 CP0017  HISTORY     - 20000223 GOOD             NGS
 CP0017
 CP0017                          STATION DESCRIPTION
 CP0017
 CP0017'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0017'0.3 MI WEST FROM FITLER.
 CP0017'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 61 AT
 CP0017'ONWARD GO WEST ON STATE HIGHWAY 1 FOR 6 MILES TO THE FITLER STORE ON
 CP0017'THE RIGHT AND A SIDE ROAD LEADING TO THE LEVEE ON THE LEFT. TURN LEFT
 CP0017'AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF THE LEVEE
 CP0017'AND THE MARK. THE MARK IS LOCATED 0.3 MILE WEST OF FITLER IN THE SOUTH
 CP0017'WEST ANGLE OF THE JUNCTION OF A SPUR LEVEE WITH THE MAIN LEVEE, 5.8
 CP0017'MILES WEST OF ONWARD, 12 MILES SOUTH OF MAYERSVILLE, 0.5 MILE EAST
 CP0017'OF THE FITLER BEND IN THE MISSISSIPPI RIVER. IT IS 87 FEET NORTH
 CP0017'NORTHWEST OF A POWER POLE, 55 FEET WEST OF THE CENTER OF THE MAIN
 CP0017'LEVEE, 13 FEET SOUTH OF THE CENTER OF A SPUR LEVEE, 1.5 FEET SOUTH OF
 CP0017'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST AND IS
 CP0017'FLUSH WITH THE GROUND.
 CP0017
 CP0017                          STATION RECOVERY (2000)
 CP0017
 CP0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2706 ***********************************************************************
 CP2706  DESIGNATION -  FLAG
 CP2706  PID         -  CP2706
 CP2706  STATE/COUNTY-  MS/HINDS
 CP2706  USGS QUAD   -  BOVINA (1972)
 CP2706
 CP2706                         *CURRENT SURVEY CONTROL
 CP2706  ___________________________________________________________________
 CP2706* NAD 83(1993)-  32 15 12.09674(N)    090 41 31.64942(W)     ADJUSTED  
 CP2706* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 CP2706  ___________________________________________________________________
 CP2706  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CP2706  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP2706  HORZ ORDER  -  FIRST
 CP2706
 CP2706.The horizontal coordinates were established by classical geodetic methods
 CP2706.and adjusted by the National Geodetic Survey in May 1994.
 CP2706
 CP2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2706
 CP2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2706
 CP2706.The geoid height was determined by GEOID03.
 CP2706
 CP2706;                    North         East     Units Scale Factor Converg.
 CP2706;SPC MS W     -   305,299.254   666,191.818   MT  0.99996409   -0 11 29.3
 CP2706;SPC MS W     - 1,001,635.97  2,185,664.32   sFT  0.99996409   -0 11 29.3
 CP2706;UTM  15      - 3,570,856.876   717,415.074   MT  1.00018296   +1 13 55.6
 CP2706
 CP2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2706!SPC MS W     -   0.99999101  x   0.99996409  =   0.99995510
 CP2706!UTM  15      -   0.99999101  x   1.00018296  =   1.00017397
 CP2706
 CP2706:                Primary Azimuth Mark                     Grid Az
 CP2706:SPC MS W     -  EDWARDS MUNICIPAL TANK                   043 37 40.1
 CP2706:UTM  15      -  EDWARDS MUNICIPAL TANK                   042 12 15.2
 CP2706
 CP2706|---------------------------------------------------------------------|
 CP2706| PID    Reference Object                     Distance      Geod. Az  |
 CP2706|                                                           dddmmss.s |
 CP2706| CP2700 EDWARDS MUNICIPAL TANK              APPROX.11.9 KM 0432610.8 |
 CP2706| CP2710 FLAG RM A 1965                       30.081 METERS 07755     |
 CP2706| CY3563 FLAG RM 1                           136.154 METERS 11110     |
 CP2706| CP2726 ADAMS 2 RM 3                        APPROX.14.3 KM 1282248.3 |
 CP2706| CY3562 FLAG AZ MK                                         1401710.6 |
 CP2706| CY3564 FLAG RM 2                            24.710 METERS 18606     |
 CP2706| CP2769 GRANGE HALL ATT MW TOWER            APPROX.15.2 KM 2732113.5 |
 CP2706|---------------------------------------------------------------------|
 CP2706
 CP2706                          SUPERSEDED SURVEY CONTROL
 CP2706
 CP2706  NAD 83(1986)-  32 15 12.11003(N)    090 41 31.64553(W) AD(       ) 1
 CP2706  NAD 27      -  32 15 11.57300(N)    090 41 31.27700(W) AD(       ) 1
 CP2706  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG    3  
 CP2706
 CP2706.Superseded values are not recommended for survey control.
 CP2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2706.See file dsdata.txt to determine how the superseded data were derived.
 CP2706
 CP2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1741570857(NAD 83)
 CP2706_MARKER: DS = TRIANGULATION STATION DISK
 CP2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2706
 CP2706  HISTORY     - Date     Condition        Report By
 CP2706  HISTORY     - 1931     MONUMENTED       CGS
 CP2706  HISTORY     - 1948     GOOD             CGS
 CP2706  HISTORY     - 1957     GOOD             CGS
 CP2706  HISTORY     - 1961     GOOD             MSHD
 CP2706  HISTORY     - 1965     GOOD             CGS
 CP2706  HISTORY     - 1977     GOOD             MSHD
 CP2706
 CP2706                          STATION DESCRIPTION
 CP2706
 CP2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2706'STATION IS ABOUT 14 MILES SE OF VICKSBURG, 8 MILES SW OF EDWARDS
 CP2706'AND 1-1/4 MILES N OF NEWMAN, ON LAND OWNED BY MAGGIE FLAG,
 CP2706'COLORED, WHO LIVES ON THE PLACE.  THE MARK IS ON A HIGH KNOLL
 CP2706'IN A PASTURE, 21 METERS N OF A 16-INCH CEDAR TREE USED AS A FENCE
 CP2706'CORNER, 80 METERS W OF GATE AT ROAD LEADING INTO PASTURE, AND
 CP2706'ABOUT 175 METERS W OF MAGGIE FLAGS HOUSE.
 CP2706'
 CP2706'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2706'DISKS SET IN CONCRETE.
 CP2706'
 CP2706'REFERENCE MARK NO. 1 IS E OF THE STATION, 15 METERS W OF W
 CP2706'END OF MAGGIE FLAGS HOUSE, AND 50 METERS E OF ROAD LEADING INTO
 CP2706'STATION.  REFERENCE MARK NO. 2 IS SSE OF THE STATION, IN FENCE
 CP2706'LINE, 8 METERS E OF CEDAR TREE USED AS CORNER POST BETWEEN
 CP2706'PLOWED FIELD AND PASTURE.
 CP2706'
 CP2706'HEIGHT OF SIGNAL ABOVE STATION MARK - 32 METERS.
 CP2706
 CP2706                          STATION RECOVERY (1948)
 CP2706
 CP2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2706'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  AN
 CP2706'AZIMUTH MARK WAS ESTABLISHED.  SURFACE, UNDERGROUND, REFERENCE,
 CP2706'AND AZIMUTH MARKS ARE STANDARD BRONZE DISK SET IN CONCRETE.
 CP2706'DISCREPANCY WAS FOUND IN
 CP2706'THE DISTANCE TO REFERENCE MARK NO. 1.  IT WAS CHECKED AND
 CP2706'RECHECKED AND FOUND TO BE AS SHOWN BELOW.  A COMPLETE
 CP2706'DESCRIPTION FOLLOWS--
 CP2706'
 CP2706'STATION IS ON PROPERTY OF MAGGIE FLAG, ABOUT 8 MILES SOUTHWEST
 CP2706'OF EDWARDS, 1.25 MILES NORTH OF NEWMAN, 150 YARDS WEST OF FLAGS
 CP2706'HOUSE, 200 FEET NORTHWEST OF A POND, AND 80 FEET NORTH OF A
 CP2706'LARGE CEDAR TREE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 CP2706'STAMPED FLAG 1931.
 CP2706'
 CP2706'REFERENCE MARK NO. 1 IS 446.7 FEET EAST-SOUTHEAST OF STATION AND
 CP2706'40 FEET NORTHWEST OF FLAGS HOUSE.  THE MARK PROJECTS 10 INCHES,
 CP2706'AND THE DISK IS STAMPED FLAG NO 1 1931.
 CP2706'
 CP2706'REFERENCE MARK NO. 2 IS 81.14 FEET SOUTH OF STATION AND 20 FEET
 CP2706'EAST OF A LARGE CEDAR TREE.  THE MARK PROJECTS 4 INCHES, AND THE
 CP2706'DISK IS STAMPED FLAG NO 2 1931.
 CP2706'
 CP2706'AZIMUTH MARK IS ON HIGH BANK, 0.2 MILE SOUTHEAST OF STATION,
 CP2706'27 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, 23
 CP2706'FEET WEST OF MAGGIE FLAGS LANE, AND 3 FEET NORTHWEST OF A WHITE
 CP2706'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 CP2706'STAMPED FLAG 1948.
 CP2706'
 CP2706'TO REACH STATION FROM U.S. HIGHWAY 80 AND MAIN STREET IN
 CP2706'EDWARDS, GO SOUTH ON MAIN STREET TO THE END OF PAVEMENT, TURN
 CP2706'RIGHT FOR 1 BLOCK, THEN TURN LEFT AND FOLLOW MAIN GRAVELED ROAD
 CP2706'FOR 3.45 MILES TO MT. MARIAH STORE, TAKE RIGHT FORK FOR 2.2 MILES
 CP2706'TO A FORK, TAKE LEFT FORK FOR 2.1 MILES TO A FORK, TAKE RIGHT
 CP2706'FORK WEST FOR 1.2 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE
 CP2706'STRAIGHT AHEAD FOR 0.1 MILE TO SEVERAL MAIL BOXES ON A BENCH ON
 CP2706'THE RIGHT, TURN RIGHT HERE AND GO NORTH ON A NARROW TRENCH
 CP2706'ROAD FOR 0.1 MILE TO GATE ON LEFT, TURN LEFT THROUGH GATE,
 CP2706'THEN TURN RIGHT AND GO ABOUT 100 YARDS TO TOP OF BARE HILL AND
 CP2706'STATION SITE.
 CP2706'
 CP2706'HEIGHT OF LIGHT ABOVE STATION MARK--30 METERS.
 CP2706
 CP2706                          STATION RECOVERY (1957)
 CP2706
 CP2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2706'THE STATION WAS VISITED 1-24-57 AND ALL MARKS WERE FOUND IN
 CP2706'GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE
 CP2706'WITH A NEW DESCRIPTION TO REACH THE STATION.
 CP2706'
 CP2706'TO REACH THE STATION FROM THE EDWARDS MUNICIPAL WATER TANK IN
 CP2706'EDWARDS, GO WEST ON U.S. HIGHWAY 80 FOR 0.25 MILE TO A
 CP2706'BLACKTOPPED ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 3.4 MILES
 CP2706'TO A FORK, TAKE EXTREME RIGHT FORK AND GO 2.3 MILES TO
 CP2706'A FORK, TAKE LEFT FORK AND GO 2.05 MILE TO A T INTERSECTION,
 CP2706'TURN RIGHT AND GO 1.6 MILES TO A ROAD LEADING NORTH AND THE
 CP2706'AZIMUTH MARK IN THE NORTHWEST ANGLE, CONTINUE STRAIGHT AHEAD FOR
 CP2706'0.1 MILE TO THE MARK ON THE LEFT ABOUT 85 YARDS ON THE TOP OF THE
 CP2706'HILL.
 CP2706
 CP2706                          STATION RECOVERY (1961)
 CP2706
 CP2706'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2706'THE STATION WAS VISITED 10-5-61.  THE STATION, AZIMUTH MARK,
 CP2706'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2706'1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 CP2706'
 CP2706'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION
 CP2706'1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CP2706'
 CP2706'THE TO REACH IS ADEQUATE OTHER THAN PART OF THE ROADS HAVE BEEN
 CP2706'BLACK TOPED SINCE LAST DESCRIPTION.  A NEW TO REACH FOLLOWS--
 CP2706'
 CP2706'TO REACH FROM THE MUNICIPAL WATER TANK IN EDWARDS, GO WEST
 CP2706'ON OLD U.S. HIGHWAY 80 FOR 0.25 MILES TO A BLACK TOP ROAD ON
 CP2706'THE LEFT, TURN LEFT, SOUTH, AND GO 3.5 MILES TO MT. MARIAH STORE
 CP2706'TAKE RIGHT FORK AND GO 2.2 MILES TO A GRAVEL ROAD LEFT, TURN
 CP2706'LEFT ON GRAVEL ROAD FOR 2.1 MILES TO A FORK, TAKE RIGHT FORK,
 CP2706'WEST AND GO 1.2 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE
 CP2706'0.1 MILE TO A DIRT ROAD ON THE RIGHT, TURN RIGHT, NORTH, ON A
 CP2706'NARROW TRENCH ROAD FOR 0.1 MILE TO TRACK ROAD LEFT, TURN LEFT,
 CP2706'WEST, AND GO 100 YARDS TO THE STATION ON RIGHT.
 CP2706
 CP2706                          STATION RECOVERY (1965)
 CP2706
 CP2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2706'STATION MARK, ALL REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CP2706'RECOVERED IN GOOD CONDITION.  IT WAS NOT POSSIBLE TO MEASURE
 CP2706'THE DISTANCE TO REFERENCE MARK NO. 1 BECAUSE OF TREES ON LINE,
 CP2706'CONSEQUENTLY, THE 1948 MEASUREMENTS WERE USED.  A NEW TO REACH
 CP2706'DESCRIPTION FOLLOWS.
 CP2706'
 CP2706'TO REACH FROM THE MUNICIPAL WATER TANK IN EDWARDS, GO WEST AND
 CP2706'SOUTH ON STATE ROUTE 467 FOR 0.45 MILE TO A POINT WHERE ROUTE
 CP2706'467 TURNS EAST.  CONTINUE SOUTH ON SURFACED ROAD FOR 3.35 MILES
 CP2706'TO ROAD FORKS AT THE MT. MORIAH GROCERY STORE.  TAKE THE RIGHT
 CP2706'FORK OF THREE ROADS AND GO SOUTHWEST ON SURFACED ROAD FOR 2.9
 CP2706'MILES TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO SOUTHERLY
 CP2706'ON GRAVELED ROAD FOR 0.8 MILE TO A BRIDGE.  CONTINUE SOUTHERLY
 CP2706'FOR 0.6 MILE TO A REVERSED FORK.  CONTINUE WESTERLY ON
 CP2706'SURFACED ROAD FOR 0.2 MILE TO A FORK.  KEEP RIGHT FORK AND GO
 CP2706'WESTERLY FOR 1.2 MILES TO A DRIVEWAY ON RIGHT AND THE AZIMUTH
 CP2706'MARK.  CONTINUE WESTERLY FOR 0.1 MILE TO WESLEY HUBBARD REPAIR
 CP2706'SHOP AND STORE ON RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 CP2706'GRAVELED ROAD FOR 0.3 MILE TO A DIM ROAD LEFT.  TURN LEFT AND
 CP2706'GO WEST 0.05 MILE TO A GATE AND STATION AS DESCRIBED.
 CP2706'
 CP2706'THE STATION MARK, A STANDARD DISK, SET IN THE TOP OF A 12 INCH
 CP2706'SQUARE POST AND STAMPED FLAG 1931 IS 69 FEET NORTHEAST OF A
 CP2706'30 INCH CEDAR TREE, 59.5 FEET SOUTHWEST OF A POWERLINE POLE,
 CP2706'26 FEET NORTHEAST OF THE NORTH BANK OF A POND AND 0.9 FOOT NORTH
 CP2706'OF A STEEL WITNESS POST WITH A METAL SIGN.
 CP2706'
 CP2706'REFERENCE MARK NO. 1, A STANDARD DISK, SET IN THE TOP OF
 CP2706'A 12 INCH SQUARE CONCRETE POST AND STAMPED FLAG NO 1 1931 IS 44
 CP2706'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE,
 CP2706'9 FEET NORTHEAST OF A GATE AND 9 FEET SOUTHEAST OF A 10 INCH ELM
 CP2706'TREE.  THE MARK PROJECTS 12 INCHES.
 CP2706'
 CP2706'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 12
 CP2706'INCH SQUARE CONCRETE POST AND STAMPED FLAG NO 2 1931 IS 29 FEET
 CP2706'SOUTHWEST OF THE CENTER OF A WIRE GATE, 26 FEET EAST-SOUTHEAST OF
 CP2706'A 30 INCH CEDAR TREE AND 4 FEET NORTHWEST OF A 10 INCH CEDAR TREE.
 CP2706'THE MARK PROJECTS 4 INCHES.
 CP2706'
 CP2706'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A 12 INCH SQUARE
 CP2706'POST AND STAMPED FLAG 1948 IS 82 FEET NORTH OF THE CENTER OF A
 CP2706'PAVED ROAD, 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 3 FEET
 CP2706'EAST OF A WIRE FENCE AND 1.2 FEET WEST OF A STEEL WITNESS POST
 CP2706'WITH METAL SIGN.  THE MARK PROJECTS 5 INCHES.
 CP2706
 CP2706                          STATION RECOVERY (1977)
 CP2706
 CP2706'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2706'THE STATION WAS VISITED 7-19-77 AND THE STATION MARK, RM NO 1,
 CP2706'RM NO 2, RM A AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CP2706'CONDITION.  NEITHER THE AZIMUTH MARK NOR RM NO 1 ARE VISIBLE
 CP2706'FROM THE STATION.
 CP2706'
 CP2706'THE STATION IS LOCATED 7.5 MILES SOUTHWEST OF EDWARDS, 10.5 MILES
 CP2706'SOUTHEAST OF VICKSBURG, 10.7 MILES NORTHWEST OF UTICA IN THE
 CP2706'NORTHEAST 1/4 OF SECTION 27, T 15N, R 5E AND IS ON THE FLAG
 CP2706'ESTAGE.  IT IS 59 FEET SOUTHWEST OF A POWER POLE, 47 FEET EAST OF
 CP2706'A 10 INCH SYCAMORE, 26 FEET NORTHEAST OF THE EDGE OF A GULLEY,
 CP2706'13 FEET NORTHEAST OF THE CENTER OF A DIM ROAD AND PROJECTS 4
 CP2706'INCHES.  IT IS A TRIANGULATION DISK, STAMPED FLAG 1931.
 CP2706'
 CP2706'REFERENCE MARK NO 1 IS 446.70 FEET SOUTHEAST OF THE STATION.  IT
 CP2706'IS 44.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WEST WING
 CP2706'OF A FRAME HOUSE, 9 FEET SOUTHEAST OF A 10 INCH ELM ACTING AS A
 CP2706'FENCE CORNER, 7.5 FEET SOUTH OF A 12 INCH PECAN, 7.5
 CP2706'FEET NORTHEAST OF A 9 INCH PERSOMMON AND GATE POST AND PROJECTS
 CP2706'12 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED FLAG 1931 NO 1.
 CP2706'
 CP2706'REFERENCE MARK NO 2 IS 81.07 FEET SOUTH OF THE STATION.  IT IS
 CP2706'25 FEET SOUTH OF THE CENTER OF A DIM ROAD, 23.5 FEET EAST OF A
 CP2706'7 INCH OAK, 13 FEET SOUTHEAST OF A DIM ROAD, 4 FEET WEST-NORTHWEST
 CP2706'OF A 10 INCH TWIN CEDAR, 1 FOOT SOUTHEAST OF A METAL WITNESS
 CP2706'POST AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2706'FLAG 1931 NO 2.
 CP2706'
 CP2706'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION.  IT IS
 CP2706'81 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 36 FEET WEST
 CP2706'OF THE CENTER OF A GRAVELED DRIVEWAY, 40 FEET NORTH OF A 14
 CP2706'INCH OAK, 2.5 FEET EAST OF A FENCE, 1 FOOT WEST OF A METAL
 CP2706'WITNESS POST ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD AND
 CP2706'PROJECTS 5 INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED FLAG 1948.
 CP2706'
 CP2706'TO REACH THE STATION FROM THE WATER TANK IN EDWARDS GO WEST
 CP2706'ON OLD U.S. HIGHWAY 80 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN
 CP2706'LEFT AND GO SOUTH ON MT. MORIAH ROAD FOR 3.45 MILES TO A THREE
 CP2706'WAY FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON SMITH STATION
 CP2706'ROAD FOR 3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 CP2706'ON NEWMAN ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT.  CONTINUE
 CP2706'WEST ON NEWMAN ROAD FOR 1.2 MILES TO A DRIVEWAY AND
 CP2706'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON NEWMAN ROAD
 CP2706'FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 CP2706'ON A NARROW GRAVELED ROAD FOR 0.3 MILE TO A DIM ROAD LEFT
 CP2706'JUST BEFORE REACHING A FORK.  TURN LEFT AND GO WEST ON THE
 CP2706'DIM ROAD FOR ABOUT 85 YARDS TO THE TOP OF A HILL AND THE STATION
 CP2706'ON THE RIGHT.
 CP2706'
 CP2706'TO REACH RM NO 1 FROM THE AZIMUTH MARK GO NORTH ON A GRAVELED
 CP2706'DRIVEWAY FOR ABOUT 100 YARDS TO A FRAME HOUSE AND THE MARK AS
 CP2706'DESCRIBED.
 CP2706'
 CP2706'FLAG RM A IS BY TRAVERSE CONNECTION 98.70 FEET OR 30.08 FEET
 CP2706'METERS EAST OF THE STATION, 104 FEET SOUTHWEST OF THE CENTER OF A
 CP2706'NARROW GRAVELED ROAD, 80 FEET WEST OF AN 18 INCH OAK, 41.5
 CP2706'FEET SOUTHEAST OF A POWER POLE, 4 FEET NORTH-NORTHEAST OF A
 CP2706'METAL WITNESS POST, 3.5 FEET SOUTH OF A FENCE AND IS FLUSH
 CP2706'WITH THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED FLAG RM A
 CP2706'1965.
 CP2706'
 CP2706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CP2706'7.5 MILES SOUTHWEST OF EDWARDS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2710 ***********************************************************************
 CP2710  DESIGNATION -  FLAG RM A 1965
 CP2710  PID         -  CP2710
 CP2710  STATE/COUNTY-  MS/HINDS
 CP2710  USGS QUAD   -  BOVINA (1972)
 CP2710
 CP2710                         *CURRENT SURVEY CONTROL
 CP2710  ___________________________________________________________________
 CP2710* NAD 83(1993)-  32 15 12.30110(N)    090 41 30.52567(W)     ADJUSTED  
 CP2710* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 CP2710  ___________________________________________________________________
 CP2710  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CP2710  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CP2710  HORZ ORDER  -  FIRST
 CP2710
 CP2710.The horizontal coordinates were established by classical geodetic methods
 CP2710.and adjusted by the National Geodetic Survey in May 1994.
 CP2710
 CP2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2710
 CP2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2710
 CP2710.The geoid height was determined by GEOID03.
 CP2710
 CP2710;                    North         East     Units Scale Factor Converg.
 CP2710;SPC MS W     -   305,305.450   666,221.252   MT  0.99996407   -0 11 28.7
 CP2710;SPC MS W     - 1,001,656.30  2,185,760.89   sFT  0.99996407   -0 11 28.7
 CP2710;UTM  15      - 3,570,863.803   717,444.352   MT  1.00018311   +1 13 56.2
 CP2710
 CP2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2710!SPC MS W     -   0.99999127  x   0.99996407  =   0.99995534
 CP2710!UTM  15      -   0.99999127  x   1.00018311  =   1.00017438
 CP2710
 CP2710|---------------------------------------------------------------------|
 CP2710| PID    Reference Object                     Distance      Geod. Az  |
 CP2710|                                                           dddmmss.s |
 CP2710| CP2706 FLAG                                 30.081 METERS 25755     |
 CP2710| CP2715 SLIKER                              APPROX.16.3 KM 3530214.3 |
 CP2710|---------------------------------------------------------------------|
 CP2710
 CP2710                          SUPERSEDED SURVEY CONTROL
 CP2710
 CP2710  NAD 83(1986)-  32 15 12.31437(N)    090 41 30.52189(W) AD(       ) 1
 CP2710  NAD 27      -  32 15 11.77741(N)    090 41 30.15327(W) AD(       ) 1
 CP2710  NGVD 29 (07/19/86)   82.1    (m)          269.     (f) VERT ANG    3  
 CP2710
 CP2710.Superseded values are not recommended for survey control.
 CP2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2710.See file dsdata.txt to determine how the superseded data were derived.
 CP2710
 CP2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1744470864(NAD 83)
 CP2710_MARKER: DS = TRIANGULATION STATION DISK
 CP2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2710+STABILITY: SURFACE MOTION
 CP2710
 CP2710  HISTORY     - Date     Condition        Report By
 CP2710  HISTORY     - 1965     MONUMENTED       CGS
 CP2710
 CP2710                          STATION DESCRIPTION
 CP2710
 CP2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2710'THE STATION IS LOCATED 10-1/2 MILES SOUTHEAST OF VICKSBURG,
 CP2710'7 MILES SOUTHWEST OF EDWARDS AND ON THE SAME PROPERTY AS
 CP2710'TRIANGULATION STATION FLAG 1931.  IT IS 41.5 FEET SOUTHEAST OF
 CP2710'A POWER POLE, 4.1 FEET NORTH OF A METAL WITNESS POST AND 3.5
 CP2710'FEET SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD TRIANGULATION
 CP2710'STATION DISK STAMPED FLAG RM A 1965, SET IN THE TOP OF A
 CP2710'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE SURFACE
 CP2710'OF THE GROUND.
 CP2710'
 CP2710'A TRAVERSE CONNECTION WAS MADE TO FLAG 1931, THE DISTANCE BEING
 CP2710'98.70 FEET OR 30.084 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2043 ***********************************************************************
 BH2043  DESIGNATION -  FLAT
 BH2043  PID         -  BH2043
 BH2043  STATE/COUNTY-  MS/JACKSON
 BH2043  USGS QUAD   -  HURLEY (1985)
 BH2043
 BH2043                         *CURRENT SURVEY CONTROL
 BH2043  ___________________________________________________________________
 BH2043* NAD 83(1993)-  30 43 02.12325(N)    088 26 04.38597(W)     ADJUSTED  
 BH2043* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BH2043  ___________________________________________________________________
 BH2043  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BH2043  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH2043  HORZ ORDER  -  SECOND
 BH2043
 BH2043.The horizontal coordinates were established by classical geodetic methods
 BH2043.and adjusted by the National Geodetic Survey in May 1994.
 BH2043
 BH2043.The orthometric height was scaled from a topographic map.
 BH2043
 BH2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2043
 BH2043.The geoid height was determined by GEOID03.
 BH2043
 BH2043;                    North         East     Units Scale Factor Converg.
 BH2043;SPC MS E     -   134,999.258   338,195.496   MT  0.99996799   +0 12 13.3
 BH2043;SPC MS E     -   442,910.07  1,109,563.06   sFT  0.99996799   +0 12 13.3
 BH2043;SPC AL W     -    79,881.599   510,488.132   MT  1.00003214   -0 28 38.6
 BH2043;UTM  16      - 3,399,146.018   362,639.683   MT  0.99983275   -0 43 58.4
 BH2043
 BH2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2043!SPC MS E     -   0.99999854  x   0.99996799  =   0.99996653
 BH2043!SPC AL W     -   0.99999854  x   1.00003214  =   1.00003068
 BH2043!UTM  16      -   0.99999854  x   0.99983275  =   0.99983129
 BH2043
 BH2043:                Primary Azimuth Mark                     Grid Az
 BH2043:SPC MS E     -  HOWELL                                   013 32 58.0
 BH2043:SPC AL W     -  HOWELL                                   014 13 49.9
 BH2043:UTM  16      -  HOWELL                                   014 29 09.7
 BH2043
 BH2043|---------------------------------------------------------------------|
 BH2043| PID    Reference Object                     Distance      Geod. Az  |
 BH2043|                                                           dddmmss.s |
 BH2043| BH2055 HOWELL                              APPROX. 7.8 KM 0134511.3 |
 BH2043| DD7939 FLAT RM 1                            29.090 METERS 12218     |
 BH2043| DD7938 FLAT AZ MK                                         1454223.5 |
 BH2043| DD7941 FLAT RM 3                            21.561 METERS 23802     |
 BH2043| DD7940 FLAT RM 2                            26.971 METERS 25514     |
 BH2043| DD7942 FLAT RM 4                            41.538 METERS 30012     |
 BH2043|---------------------------------------------------------------------|
 BH2043
 BH2043                          SUPERSEDED SURVEY CONTROL
 BH2043
 BH2043  NAD 83(1993)-  30 43 02.12574(N)    088 26 04.38460(W) AD(       ) 2
 BH2043  NAD 83(1986)-  30 43 02.14257(N)    088 26 04.38692(W) AD(       ) 2
 BH2043  NAD 27      -  30 43 01.45400(N)    088 26 04.33800(W) AD(       ) 2
 BH2043
 BH2043.Superseded values are not recommended for survey control.
 BH2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2043.See file dsdata.txt to determine how the superseded data were derived.
 BH2043
 BH2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6264099146(NAD 83)
 BH2043_MARKER: DS = TRIANGULATION STATION DISK
 BH2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2043
 BH2043  HISTORY     - Date     Condition        Report By
 BH2043  HISTORY     - 1943     MONUMENTED       CGS
 BH2043  HISTORY     - 1959     GOOD             CGS
 BH2043  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BH2043  HISTORY     - 1979     GOOD             USGS
 BH2043
 BH2043                          STATION DESCRIPTION
 BH2043
 BH2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2043'STATION IS LOCATED IN THE NE CORNER OF JACKSON COUNTY, ABOUT 1.5
 BH2043'MILES W OF THE ALABAM-MISSISSIPPI STATE LINE AND ABOUT 20 MILES S OF
 BH2043'LUCEDALE, 60.0 FEET SW OF THE SE CORNER OF A BARN, 56.1 FEET SE OF
 BH2043'THE SW CORNER OF THE BARN, 15.0 FEET N OF A E-W FENCE LINE AND
 BH2043'14.1 FEET N OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED FLAT
 BH2043'1943.
 BH2043'
 BH2043'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2043'SET IN CONCRETE,
 BH2043'
 BH2043'REFERENCE MARK NO. 1 IS 95.43 FEET E OF THE STATION, 1.3 FEET N OF AN
 BH2043'E-W FENCE LINE AND 20.1 FEET N OF THE CENTER OF THE ROAD.  THE
 BH2043'DISK IS STAMPED FLAT NO. 1, 1943.
 BH2043'
 BH2043'REFERENCE MARK NO. 2 IS 88.48 FEET SW OF THE STATION ON THE S SIDE OF
 BH2043'THE ROAD, 49.5 FEET N OF THE NE CORNER OF A HOUSE, 53.5 FEET
 BH2043'NE OF THE NW CORNER OF THE HOUSE AND 1.0 FOOT N OF A E-W FENCE LINE.
 BH2043'THE DISK IS STAMPED FLAT NO. 2 1943.
 BH2043'
 BH2043'AZIMUTH MARK IS ABOUT 0.35 MILE SE OF THE STATION, 2.3 FEET N OF A
 BH2043'STANDARD REFERENCE POST, 0.7 FOOT W OF A N-S FENCE LINE, 15.1 FEET
 BH2043'E OF THE NE CORNER OF A SMALL HOUSE.  THE DISK IS STAMPED FLAT 1943.
 BH2043'
 BH2043'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTES 63 AND 15 IN
 BH2043'THE CENTER OF LUCEDALE, GO S ON STATE ROUTE 63 FOR 18.5 MILES TO
 BH2043'BRINKMANS STORE ON THE RIGHT AND DIRT T-ROAD ON THE LEFT, TURN LEFT
 BH2043'ON DIRT ROAD ACROSS RAILROAD AND GO 3.85 MILES TO BRIDGE OVER
 BH2043'ESCATAWPA RIVER, CONTINUE STRAIGHT AHEAD 0.35 MILE TO T-CROSSROADS,
 BH2043'TURN RIGHT AND GO 1.4 MILES TO HOUSE ON THE RIGHT AND LARGE BARN
 BH2043'ON THE LEFT AND STATION.
 BH2043'
 BH2043'TO REACH AZIMUTH MARK FROM STATION GO S 0.2 MILE TO FARM ROAD RIGHT,
 BH2043'TURN RIGHT AND GO 0.2 MILE TO LARGE HOUSE ON THE RIGHT AND SMALL
 BH2043'HOUSE ON THE LEFT AND AZIMUTH MARK ON THE S SIDE.
 BH2043'
 BH2043'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2043
 BH2043                          STATION RECOVERY (1959)
 BH2043
 BH2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2043'THE STATION WAS VISITED 7-13-59 AND ALL MARKS WERE FOUND IN GOOD
 BH2043'CONDITION.  REFERENCE MARK NO. 2 WAS REQUESTED MOVED BY THE LAND
 BH2043'OWNER.  THE MARK WAS IN FRONT OF HIS HOUSE AND CREATED A HAZARD TO
 BH2043'PARKING CARS.  REFERENCE MARK NO. 3 WAS ESTABLISHED AND
 BH2043'REFERENCE MARK NO. 2 WAS DESTROYED AT THIS DATE.  THE AZIMUTH MARK IS
 BH2043'OBSTRUCTED FROM THE STATION AT THIS DATE.  A NEW DESCRIPTION
 BH2043'FOLLOWS-
 BH2043'
 BH2043'THE STATION IS LOCATED ABOUT 20 MILES SOUTH-SOUTHEAST OF LUCEDALE,
 BH2043'1.25 MILE WEST OF THE ALABAMA-MISSISSIPPI STATE LINE AND 1.25 MILE
 BH2043'EAST OF THE ESCATAWPA RIVER, ON THE PROPERTY OWNED BY MR. S.G. ARSO.
 BH2043'IT IS 42 FEET SOUTH OF THE SOUTH WALL OF A LARGE UNPAINTED BARN,
 BH2043'60 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BARN, 56 FEET
 BH2043'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN, 20.8 FEET
 BH2043'EAST OF A 2-FOOT PECAN TREE, 77 FEET EAST OF THE PROJECTED PLANE OF
 BH2043'THE EAST WALL OF THE ARSO HOUSE SOUTH OF THE ROAD, AND 30 FEET
 BH2043'NORTH OF THE CENTER OF THE BLACK TOP ROAD.  IT IS A STANDARD DISK,
 BH2043'STAMPED FLAT 1943, FLUSH WITH THE GROUND.
 BH2043'
 BH2043'REFERENCE MARK NO. 1 IS 95.43 FEET EAST OF THE STATION, 15 FEET NORTH
 BH2043'OF THE CENTER OF THE BLACK TOP ROAD, 80.3 FEET SOUTHEAST OF THE
 BH2043'SOUTHEAST CORNER OF THE BARN, 1 FOOT SOUTH OF A FENCE LINE, 4 FEET
 BH2043'NORTHEAST OF AN OAK TREE, AND 39 FEET EAST OF A CEDAR TREE.  IT
 BH2043'IS A STANDARD DISK, STAMPED FLAT NO 1 1943, FLUSH WITH THE GROUND.
 BH2043'
 BH2043'REFERENCE MARK NO. 3 IS 70.71 FEET SOUTHWEST OF THE STATION, 45.5
 BH2043'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 27 FEET SOUTH
 BH2043'OF THE CENTER OF THE BLACK TOP ROAD, 24 FEET EAST OF THE PROJECTED
 BH2043'PLANE OF THE EAST WALL OF THE HOUSE, 2 FEET WEST OF A GATE, AND 44
 BH2043'FEET EAST OF A LARGE 5-FOOT OAK TREE IN THE FRONT YARD OF THE HOUSE.
 BH2043'IT IS A STANDARD DISK, STAMPED FLAT NO 3 1943, PROJECTING 6
 BH2043'INCHES.
 BH2043'
 BH2043'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION ON PROPERTY
 BH2043'OWNED BY MR. M.P. TANNER, 9 FEET SOUTH OF A LARGE OAK TREE, 15 FEET
 BH2043'EAST OF A SMALL SHED, AND 1 FOOT WEST OF A FENCE LINE.  IT IS A
 BH2043'STANDARD DISK, STAMPED FLAT 1943, PROJECTING 6 INCHES.
 BH2043'
 BH2043'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 63 AND
 BH2043'98 (1/2 BLOCK EAST OF THE POST OFFICE IN LUCEDALE) GO SOUTH ON
 BH2043'STATE HIGHWAY 63 FOR 16.85 MILES TO A SIDE ROAD LEFT IN THE VILLAGE
 BH2043'OF HARLESTON, TURN LEFT, ACROSS TRACKS AND GO EAST FOR 3.3 MILES TO
 BH2043'THE BRIDGE OVER THE ESCATAWPA RIVER, CONTINUE EAST FOR 0.35 MILE TO
 BH2043'THE T INTERSECTION WITH A BLACK TOP ROAD, TURN RIGHT AND GO
 BH2043'SOUTH AND EAST FOR 1.2 MILES TO THE STATION AND THE LARGE BARN ON THE
 BH2043'LEFT.
 BH2043'
 BH2043'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.2 MILE TO A
 BH2043'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO MR.
 BH2043'TANNERS HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.
 BH2043
 BH2043                          STATION RECOVERY (1970)
 BH2043
 BH2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2043'THE STATION WAS VISITED 2/25/70 AND THE AZIMUTH MARK AND REFERENCE
 BH2043'MARK NO. 3 WERE FOUND IN GOOD CONDITION.  THE TOP OF THE STATION
 BH2043'MARK WAS FOUND BROKEN OFF, A DISK WAS SET IN THE TOP OF THE REMAINING
 BH2043'MONUMENT FOR THE STATION MARK AND WAS CHECKED WITH THE MEASUREMENT
 BH2043'FROM REFERENCE MARK NO. 3 AND THE AZIMUTH MARK.  REFERENCE MARK NO. 1
 BH2043'WAS FOUND UPROOTED AND THE DISK WAS RELCAIMED AT THIS DATE.
 BH2043'REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 BH2043'FOLLOWS-
 BH2043'
 BH2043'THE STATION IS LOCATED ABOUT 20 MILES SOUTH-SOUTHWEST OF LUCEDALE, 22
 BH2043'MILES NORTHEAST OF MOSS POINT, 5.3 MILES NORTHEAST OF HURLEY, 1.25
 BH2043'MILE WEST OF THE MISSISSIPPI ALABAMA STATE LINE, ON THE PROPERTY
 BH2043'OWNED BY MR. S.G. ORSO, WHO LIVES SOUTH AND ACROSS THE FARM ROAD FROM
 BH2043'THE STATION.  IT IS LOCATED IN THE NE 1/4 OF SEC. 12 , T 4 S, R W., 71
 BH2043'FEET NNE OF THE WEST GATE POST OF A GATE WHICH IS ALSO THE NORTHEAST
 BH2043'CORNER OF THE YARD FENCE, 115 NNE OF THE NE CORNER OF THE HOUSE, 77
 BH2043'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 44
 BH2043'FEET SOUTH OF THE SOUTH FACE OF THE BARN, 48.5 FEET WNW OF THE SW
 BH2043'PASTURE FENCE, 77 FEET ENE OF A 20-INCH CEDAR TREE, 107 FEET NE OF A
 BH2043'6 INCH OAK, 21 FEET ENE OF A 24 INCH DOUBLE TRUNK PECAN TREE, 32
 BH2043'FEET NORTH OF THE CENTER OF THE ROAD AND 13 FEET SOUTH OF A POINT
 BH2043'DIRECTLY UNDER THE POWER LINE.  IT IS A TRIANGULATION STATION DISK,
 BH2043'STAMPED FLAT 1943 1970, 7 INCHES BELOW THE GROUND LEVEL.
 BH2043'
 BH2043'REFERENCE MARK NO. 3 IS 70.74 FEET SOUTHWEST OF THE STATION, 46 FEET
 BH2043'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 24 FEET EAST OF THE
 BH2043'PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 27.5 FEET SOUTH OF THE
 BH2043'CENTER OF THE ROAD, 95.5 FEET WEST OF A 3-FOOT OAK TREE, 44 FEET
 BH2043'EAST OF A 6-FOOT OAK TREE IN THE FRONT YARD, 2 FEET WEST OF THE WEST
 BH2043'GATE POST AND NORTHEAST YARD FENCE CORNER.  IT IS A REFERENCE MARK
 BH2043'DISK STAMPED FLAT NO 3 1943 PROJECTING 1 INCH
 BH2043'
 BH2043'REFERENCE MARK NO. 4 IS 136.28 FEET WEST OF THE STATION, 98 FEET NNW
 BH2043'OF A 6 FOOT OAK TREE, 82.5 FEET NORTH OF THE NORTHWEST CORNER
 BH2043'OF THE YARD, 47 FEET NORTH OF THE CENTER OF THE ROAD, 102.5 FEET
 BH2043'SOUTH OF THE SOUTHWEST CORNER OF THE MILK HOUSE, 24 FEET WEST OF
 BH2043'THE PROJECTED PLANE OF THE WEST WALL OF THE MILK HOUSE, 20 FEET
 BH2043'WEST-NORTHWEST OF A LIGHT POLE WITH METER, 2 FEET SOUTH OF POLE
 BH2043'NO. 22.  IT IS A REFERENCE MARK DISK STAMPED FLAT 1943 NO 4 1970
 BH2043'PROJECTING 3 INCHES,
 BH2043'
 BH2043'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION, IN THE
 BH2043'BARNYARD OWNED BY MR. M.O. TANNER, 68 FEET EAST OF THE CENTER FOF
 BH2043'THE FARM ROAD, 27 FEET WEST OF A FENCE, 8.5 FEET SOUTH OF A PECAN
 BH2043'TREE, 23 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 BH2043'FEED SHED THAT WAS ONCE A TENANT HOUSE, 35 FEET EAST OF THE PROJECTED
 BH2043'PLANE OF THE CONCRETE BLOCK HOUSE THAT IS ABOUT 100 YARDS TO THE
 BH2043'SOUTH.  IT IS AN AZIMUTH MARK DISK, STAMPED FLAT 1943, PROJECTING 2
 BH2043'INCHES.
 BH2043'
 BH2043'TO REACH THE STATION FROM THE POST OFFICE IN MOSS POINT, GO NORTH ON
 BH2043'STATE HIGHWAY 63 FOR 0.85 MILE TO THE SWING BRIDGE OVER THE
 BH2043'ESCATAWPA RIVER, CONTINUE NORTH ON STATE HIGHWAY 63 FOR 7.1 MILES TO
 BH2043'ITS JUCTION WITH STATE HIGHWAY 163, GO NORTH ON STATE HIGHWAY 163
 BH2043'FOR 15.8 MILES TO A SIDE ROAD RIGHT IN THE SMALL COMMUNITY OF
 BH2043'HARLESTON, TURN RIGHT, EAST, CROSSING THE TRACKS AND CONTINUE EAST
 BH2043'FOR 3.4 MILES TO A CONCRETE BRIDGE OVER THE ESCATAWPA RIVER, CONTINUE
 BH2043'EAST FOR 1.3 MILE TO A GREEN FRAME HOUSE ON THE RIGHT AND AN OLD TIN
 BH2043'BARN AND THE STATION ON THE LEFT.
 BH2043'
 BH2043'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.2 MILE TO A
 BH2043'FARM ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO THE
 BH2043'AZIMUTH MARK ON THE LEFT IN A FEED LOT.
 BH2043'
 BH2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.3 MILES NE OF
 BH2043'HURLEY
 BH2043
 BH2043                          STATION RECOVERY (1979)
 BH2043
 BH2043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (JLK)
 BH2043'AZIMUTH DESTROYED BY CONSTRUCTION OF NEW BUILDING.  REFERENCE
 BH2043'MARK NO. 4 SET IN 1970.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1667 ***********************************************************************
 EG1667  DESIGNATION -  FLAT ROCK
 EG1667  PID         -  EG1667
 EG1667  STATE/COUNTY-  MS/BENTON
 EG1667  USGS QUAD   -  BLUE MOUNTAIN (1982)
 EG1667
 EG1667                         *CURRENT SURVEY CONTROL
 EG1667  ___________________________________________________________________
 EG1667* NAD 83(1993)-  34 39 22.06218(N)    089 05 47.08792(W)     ADJUSTED  
 EG1667* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 EG1667  ___________________________________________________________________
 EG1667  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EG1667  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EG1667  HORZ ORDER  -  SECOND
 EG1667
 EG1667.The horizontal coordinates were established by classical geodetic methods
 EG1667.and adjusted by the National Geodetic Survey in May 1994.
 EG1667
 EG1667.The orthometric height was scaled from a topographic map.
 EG1667
 EG1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1667
 EG1667.The geoid height was determined by GEOID03.
 EG1667
 EG1667;                    North         East     Units Scale Factor Converg.
 EG1667;SPC MS E     -   571,758.287   275,885.048   MT  0.99995716   -0 08 58.6
 EG1667;SPC MS E     - 1,875,843.65    905,132.86   sFT  0.99995716   -0 08 58.6
 EG1667;UTM  16      - 3,836,909.223   307,886.694   MT  1.00005492   -1 11 33.0
 EG1667
 EG1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1667!SPC MS E     -   0.99997444  x   0.99995716  =   0.99993161
 EG1667!UTM  16      -   0.99997444  x   1.00005492  =   1.00002936
 EG1667
 EG1667|---------------------------------------------------------------------|
 EG1667| PID    Reference Object                     Distance      Geod. Az  |
 EG1667|                                                           dddmmss.s |
 EG1667| CG4049 FLAT ROCK RM 3                       20.975 METERS 09731     |
 EG1667| CG4047 FLAT ROCK RM 1                       21.085 METERS 09734     |
 EG1667| EG1670 NEW ALBANY FUTORIAN TANK            APPROX.16.1 KM 1631849.6 |
 EG1667| EG1669 NEW ALBANY LAHER CO TANK            APPROX.15.3 KM 1655230.5 |
 EG1667| CG4046 FLAT ROCK AZ MK                                    2013126.7 |
 EG1667| CG4048 FLAT ROCK RM 2                       24.517 METERS 32300     |
 EG1667|---------------------------------------------------------------------|
 EG1667
 EG1667                          SUPERSEDED SURVEY CONTROL
 EG1667
 EG1667  NAD 83(1986)-  34 39 22.07342(N)    089 05 47.08663(W) AD(       ) 2
 EG1667  NAD 27      -  34 39 21.72020(N)    089 05 46.84251(W) AD(       ) 2
 EG1667
 EG1667.Superseded values are not recommended for survey control.
 EG1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1667.See file dsdata.txt to determine how the superseded data were derived.
 EG1667
 EG1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0788736909(NAD 83)
 EG1667_MARKER: DS = TRIANGULATION STATION DISK
 EG1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1667
 EG1667  HISTORY     - Date     Condition        Report By
 EG1667  HISTORY     - 1967     MONUMENTED       CGS
 EG1667  HISTORY     - 19780301 MARK NOT FOUND   USGS
 EG1667  HISTORY     - 20071124 MARK NOT FOUND   MSSU
 EG1667
 EG1667                          STATION DESCRIPTION
 EG1667
 EG1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1667'STATION IS ABOUT 5.5 MILES NORTHEAST OF HICKORY FLAT, 4 MILES
 EG1667'WEST-SOUTHWEST OF
 EG1667'BLUE MOUNTAIN AND ON THE PROPERTY OF THE FLAT ROCK
 EG1667'BAPTIST CHURCH.
 EG1667'
 EG1667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 15 AT
 EG1667'THE SOUTH EDGE OF
 EG1667'BLUE MOUNTAIN, GO WESTERLY ON HIGHWAY 2 FOR 4.25
 EG1667'MILES TO A SIDE ROAD RIGHT.  TURN
 EG1667'RIGHT AND GO NORTHWEST ON A
 EG1667'GRAVELED ROAD FOR ABOUT 200 FEET TO THE FLAT ROCK
 EG1667'BAPTIST CHURCH ON
 EG1667'THE LEFT AND THE STATION ON THE RIGHT.
 EG1667'
 EG1667'STATION MARKS ARE STANDARD DISKS STAMPED FLAT ROCK 1967.  THE SURFACE
 EG1667'DISK IS SET IN A
 EG1667'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EG1667'SURFACE OF THE GROUND.  IT IS 31
 EG1667'FEET NORTHEAST OF THE CENTER OF THE
 EG1667'GRAVELED ROAD, 40 FEET NORTHWEST OF A 30 INCH OAK
 EG1667'TREE AND 87.6 FEET
 EG1667'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH.  THE UNDERGROUND
 EG1667'DISK IS SET IN AN
 EG1667'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 EG1667'SURFACE OF THE GROUND.
 EG1667'
 EG1667'REFERENCE MARK NO 1, A STANDARD DISK STAMPED FLAT ROCK NO 1 1967, IS
 EG1667'SET IN A ROUND
 EG1667'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2
 EG1667'FEET SOUTH OF A METAL WITNESS
 EG1667'POST, 10 FEET NORTHWEST OF A 36 INCH
 EG1667'OAK TREE AND 55 FEET NORTHEAST OF THE CENTER OF
 EG1667'THE GRAVELED ROAD.
 EG1667'
 EG1667'REFERENCE MARK NO 2, A STANDARD DISK STAMPED FLAT ROCK NO 2 1967, IS
 EG1667'SET IN A ROUND
 EG1667'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2.5
 EG1667'FEET EAST OF A METAL WITNESS
 EG1667'POST, 35 FEET WEST OF A 30 INCH OAK TREE
 EG1667'AND 49 FEET NORTHEAST OF THE CENTER OF THE
 EG1667'GRAVELED ROAD.
 EG1667'
 EG1667'AZIMUTH MARK, A STANDARD DISK STAMPED FLAT ROCK 1967, IS SET IN A
 EG1667'ROUND CONCRETE
 EG1667'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT WEST
 EG1667'OF A WIRE FENCE, 1.8 FEET NORTH
 EG1667'OF A METAL WITNESS POST, 18 FEET
 EG1667'SOUTH OF A 26 INCH OAK TREE AND 19 FEET EAST OF
 EG1667'THE CENTER OF A
 EG1667'GRAVELED ROAD.
 EG1667'
 EG1667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 EG1667'GRAVELED ROAD FOR
 EG1667'ABOUT 200 FEET TO STATE HIGHWAY 2.  TURN RIGHT AND
 EG1667'GO SOUTHWEST ON HIGHWAY 2 FOR 0.35
 EG1667'MILE TO A Y-FORK.  TAKE THE LEFT
 EG1667'FORK AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO
 EG1667'THE MARK ON THE
 EG1667'LEFT.
 EG1667'
 EG1667'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 EG1667
 EG1667                          STATION RECOVERY (1978)
 EG1667
 EG1667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RRB)
 EG1667'MARK NOT FOUND.
 EG1667
 EG1667                          STATION RECOVERY (2007)
 EG1667
 EG1667'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (NDC)
 EG1667'MARK NOT FOUND. THE DISK WAS NOT TO BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2240 ***********************************************************************
 BH2240  DESIGNATION -  FLECHAR
 BH2240  PID         -  BH2240
 BH2240  STATE/COUNTY-  MS/JACKSON
 BH2240  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2240
 BH2240                         *CURRENT SURVEY CONTROL
 BH2240  ___________________________________________________________________
 BH2240* NAD 83(1993)-  30 22 45.88876(N)    088 33 39.92584(W)     ADJUSTED  
 BH2240* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2240  ___________________________________________________________________
 BH2240  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BH2240  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2240  HORZ ORDER  -  THIRD
 BH2240
 BH2240.The horizontal coordinates were established by classical geodetic methods
 BH2240.and adjusted by the National Geodetic Survey in May 1994.
 BH2240
 BH2240.The orthometric height was scaled from a topographic map.
 BH2240
 BH2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2240
 BH2240.The geoid height was determined by GEOID03.
 BH2240
 BH2240;                    North         East     Units Scale Factor Converg.
 BH2240;SPC MS E     -    97,510.820   326,165.940   MT  0.99995844   +0 08 15.6
 BH2240;SPC MS E     -   319,916.75  1,070,096.09   sFT  0.99995844   +0 08 15.6
 BH2240;UTM  16      - 3,361,862.228   350,003.339   MT  0.99987757   -0 47 22.7
 BH2240
 BH2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2240!SPC MS E     -   1.00000412  x   0.99995844  =   0.99996256
 BH2240!UTM  16      -   1.00000412  x   0.99987757  =   0.99988169
 BH2240
 BH2240:                Primary Azimuth Mark                     Grid Az
 BH2240:SPC MS E     -  MOSS POINT MUNICIPAL TANK                029 56 40.4
 BH2240:UTM  16      -  MOSS POINT MUNICIPAL TANK                030 52 18.7
 BH2240
 BH2240|---------------------------------------------------------------------|
 BH2240| PID    Reference Object                     Distance      Geod. Az  |
 BH2240|                                                           dddmmss.s |
 BH2240| BH2227 MOSS POINT MUNICIPAL TANK           APPROX. 4.4 KM 0300456.0 |
 BH2240| DD8781 FLECHAR RM 1                         33.546 METERS 09047     |
 BH2240| DD8782 FLECHAR RM 2                         32.290 METERS 14049     |
 BH2240| BH2265 FORD                                APPROX. 3.9 KM 1780740.5 |
 BH2240| BH2234 GAUTIER TANK                        APPROX. 5.0 KM 2681120.4 |
 BH2240|---------------------------------------------------------------------|
 BH2240
 BH2240                          SUPERSEDED SURVEY CONTROL
 BH2240
 BH2240  NAD 83(1993)-  30 22 45.89732(N)    088 33 39.92131(W) AD(       ) 3
 BH2240  NAD 83(1986)-  30 22 45.91325(N)    088 33 39.91725(W) AD(       ) 3
 BH2240  NAD 27      -  30 22 45.18500(N)    088 33 39.85500(W) AD(       ) 3
 BH2240
 BH2240.Superseded values are not recommended for survey control.
 BH2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2240.See file dsdata.txt to determine how the superseded data were derived.
 BH2240
 BH2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5000361862(NAD 83)
 BH2240_MARKER: DS = TRIANGULATION STATION DISK
 BH2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2240
 BH2240  HISTORY     - Date     Condition        Report By
 BH2240  HISTORY     - 1935     MONUMENTED       CGS
 BH2240  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2240  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH2240
 BH2240                          STATION DESCRIPTION
 BH2240
 BH2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2240'THE STATION IS IN THE NW SECTION OF PASCAGOULA, ON THE S SIDE OF THE
 BH2240'MOUTH OF KRESS LAKE.
 BH2240'
 BH2240'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2240'SET IN CONCRETE.
 BH2240'
 BH2240'THE STATION MARK IS AT A RIGHT-ANGLE TURN OF A ROAD THAT FOLLOWS THE
 BH2240'SHORE LINE, 14 YARDS E AND 28 YARDS S OF THE CENTER LINE OF THIS
 BH2240'ROAD.
 BH2240'
 BH2240'REFERENCE MARK NO.1 IS 50 YARDS E AND 33 YARDS S OF THE CENTER LINE
 BH2240'OF THE ROAD FOLLOWING THE SHORE LINE.
 BH2240'
 BH2240'REFERENCE MARK NO.2 IS 35 YARDS E AND 60 YARDS S OF THE CENTER LINE
 BH2240'OF THE ROAD FOLLOWING THE SHORE LINE.
 BH2240
 BH2240                          STATION RECOVERY (1959)
 BH2240
 BH2240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2240'NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE MARKS WERE NOT FOUND.
 BH2240'THE AREA IS NOW OCCUPIED BY A SMALL SHIPYARD AND MATERIALS ARE
 BH2240'PILED OVER THE AREA.  THE REFERENCE MARKS APPEAR TO BE UNDER THESE
 BH2240'PILES.  ONE OF THE WORKERS STATED THAT THE STATION MARK HAD BEEN
 BH2240'KNOCKED OUT OF THE GROUND BY A TRACTOR.
 BH2240
 BH2240                          STATION RECOVERY (1968)
 BH2240
 BH2240'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2240'THE STATION WAS VISITED 8-8-68 AND THE STATION MARK, REFERENCE MARK,
 BH2240'NO. 1, NO. 2, WERE NOT FOUND.
 BH2240'
 BH2240'THE STATION IS IN THE NORTHWEST SECTION OF PASCAGOULA, ON THE SOUTH
 BH2240'SIDE OF THE MOUTH OF KRESS LAKE.
 BH2240'
 BH2240'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2240'SET IN CONCRETE.
 BH2240'
 BH2240'THE STATION MARK IS AT A RIGHT-ANLGE TURN OF A ROAD THAT FOLLOWS THE
 BH2240'SHORE LINE, 14 YARDS EAST AND 28 YARDS SOUTH OF THE CENTER LINE OF
 BH2240'THIS ROAD.
 BH2240'
 BH2240'REFERENCE MARK NO. 1 IS 50 YARDS EAST AND 33 YARDS SOUTH OF THE
 BH2240'CENTER LINE OF THE ROAD FOLLOWING THE SHORE LINE.
 BH2240'
 BH2240'REFERENCE MARK NO. 2 IS 35 YARDS EAST AND 60 YARDS SOUTH OF THE
 BH2240'CENTER LINE OF THE ROAD FOLLOWING THE SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3087 ***********************************************************************
 EH3087  DESIGNATION -  FLETCHER
 EH3087  PID         -  EH3087
 EH3087  STATE/COUNTY-  MS/COAHOMA
 EH3087  USGS QUAD   -  COAHOMA (1964)
 EH3087
 EH3087                         *CURRENT SURVEY CONTROL
 EH3087  ___________________________________________________________________
 EH3087* NAD 83(1993)-  34 17 33.38867(N)    090 30 49.59102(W)     ADJUSTED  
 EH3087* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 EH3087  ___________________________________________________________________
 EH3087  X           -     -47,301.202 (meters)                     COMP
 EH3087  Y           -  -5,274,848.169 (meters)                     COMP
 EH3087  Z           -   3,573,322.658 (meters)                     COMP
 EH3087  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH3087  ELLIP HEIGHT-          24.903 (meters)          (05/13/94) ADJUSTED
 EH3087  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EH3087  HORZ ORDER  -  THIRD
 EH3087  ELLP ORDER  -  FOURTH    CLASS I
 EH3087
 EH3087.This mark is at Fletcher Field Airport (CKM)
 EH3087
 EH3087.The horizontal coordinates were established by GPS observations
 EH3087.and adjusted by the National Geodetic Survey in May 1994.
 EH3087
 EH3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3087
 EH3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3087
 EH3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3087
 EH3087.The ellipsoidal height was determined by GPS observations
 EH3087.and is referenced to NAD 83.
 EH3087
 EH3087.The geoid height was determined by GEOID03.
 EH3087
 EH3087;                    North         East     Units Scale Factor Converg.
 EH3087;SPC MS W     -   531,417.880   683,388.106   MT  0.99995340   -0 06 06.0
 EH3087;SPC MS W     - 1,743,493.49  2,242,082.48   sFT  0.99995340   -0 06 06.0
 EH3087;UTM  15      - 3,797,398.893   728,833.653   MT  1.00024552   +1 24 05.0
 EH3087
 EH3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3087!SPC MS W     -   0.99999609  x   0.99995340  =   0.99994949
 EH3087!UTM  15      -   0.99999609  x   1.00024552  =   1.00024161
 EH3087
 EH3087:                Primary Azimuth Mark                     Grid Az
 EH3087:SPC MS W     -  FLETCHER AZ MK                           003 18 53.8
 EH3087:UTM  15      -  FLETCHER AZ MK                           001 48 42.8
 EH3087
 EH3087|---------------------------------------------------------------------|
 EH3087| PID    Reference Object                     Distance      Geod. Az  |
 EH3087|                                                           dddmmss.s |
 EH3087| EH3088 FLETCHER AZ MK                      APPROX. 0.8 KM 0031247.8 |
 EH3087|---------------------------------------------------------------------|
 EH3087
 EH3087                          SUPERSEDED SURVEY CONTROL
 EH3087
 EH3087  NAD 83(1986)-  34 17 33.39999(N)    090 30 49.58657(W) AD(       ) 3
 EH3087  NAD 27      -  34 17 33.01254(N)    090 30 49.23753(W) AD(       ) 3
 EH3087  NGVD 29 (09/20/88)   51.5    (m)          169.     (f) GPS OBS     3  
 EH3087
 EH3087.Superseded values are not recommended for survey control.
 EH3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3087.See file dsdata.txt to determine how the superseded data were derived.
 EH3087
 EH3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2883497399(NAD 83)
 EH3087_MARKER: DH = HORIZONTAL CONTROL DISK
 EH3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH3087_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3087+STABILITY: SURFACE MOTION
 EH3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3087+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH3087
 EH3087  HISTORY     - Date     Condition        Report By
 EH3087  HISTORY     - 1987     MONUMENTED       NGS
 EH3087  HISTORY     - 19880127 GOOD
 EH3087  HISTORY     - 20080130 GOOD             MSDOT
 EH3087
 EH3087                          STATION DESCRIPTION
 EH3087
 EH3087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EH3087'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI)
 EH3087'NORTH OF CLARKSDALE, AT FLETCHER FIELD AIRPORT.
 EH3087'OWNERSHIP--COAHOMA COUNTY SCHOOL DISTRICT, CLARKSDALE MS 38614.
 EH3087'TELEPHONE (601) 637-3394.
 EH3087'
 EH3087'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 61,
 EH3087'IN THE CENTER OF CLARKSDALE, GO NORTH FOR 5.5 KM (3.4 MI) ON
 EH3087'HIGHWAY 61 TO THE JUNCTION OF NEW HIGHWAY 61.
 EH3087'TURN LEFT AND GO NORTH FOR 6.8 KM (4.25 MI) ON HIGHWAY 61 TO A
 EH3087'PAVED SIDEROAD ON THE LEFT.
 EH3087'TURN LEFT AND GO WEST FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD TO A
 EH3087'CROSSROAD.
 EH3087'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO
 EH3087'THE AIRPORT ENTRANCE AND THE OFFICE ON THE RIGHT.  CONTINUE
 EH3087'STRAIGHT AHEAD AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ACROSS PARKING
 EH3087'PAD TO THE NORTHEAST CORNER OF THE PAD AND THE STATION.
 EH3087'
 EH3087'THE STATION IS A STANDARD NGS DISK
 EH3087'STAMPED---FLETCHER 1987---,
 EH3087'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH3087'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EH3087'83.82 METERS (275.0 FT) WEST-SOUTHWEST FROM THE FIRST RUNWAY LIGHT
 EH3087'NORTH OF THE RUNWAY END,
 EH3087'82.75 METERS (271.5 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 EH3087'30.33 METERS (99.5 FT) NORTH-NORTHEAST FROM A TAXIWAY LIGHT,
 EH3087'27.43 METERS (90.0 FT) NORTH FROM THE NORTH EDGE OF A TAXIWAY
 EH3087'LEADING EAST TO THE RUNWAY,
 EH3087'19.05 METERS (62.5 FT) EAST FROM THE EAST EDGE OF A NORTH-SOUTH
 EH3087'TAXIWAY, AND
 EH3087'0.30 METERS (1.0 FT) WEST FROM A CARSONITE WITNESS POST.
 EH3087'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH3087'STAMPED---FLETCHER 1987---,
 EH3087'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EH3087'
 EH3087'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 EH3087
 EH3087                          STATION RECOVERY (1988)
 EH3087
 EH3087'RECOVERED 1988
 EH3087'RECOVERED IN GOOD CONDITION.
 EH3087
 EH3087                          STATION RECOVERY (2008)
 EH3087
 EH3087'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3088 ***********************************************************************
 EH3088  DESIGNATION -  FLETCHER AZ MK
 EH3088  PID         -  EH3088
 EH3088  STATE/COUNTY-  MS/COAHOMA
 EH3088  USGS QUAD   -  COAHOMA (1964)
 EH3088
 EH3088                         *CURRENT SURVEY CONTROL
 EH3088  ___________________________________________________________________
 EH3088* NAD 83(1993)-  34 17 59.62465(N)    090 30 47.81621(W)     ADJUSTED  
 EH3088* NAVD 88     -        51.6    (meters)     169.     (feet)  VERTCON   
 EH3088  ___________________________________________________________________
 EH3088  X           -     -47,251.735 (meters)                     COMP
 EH3088  Y           -  -5,274,393.166 (meters)                     COMP
 EH3088  Z           -   3,573,990.585 (meters)                     COMP
 EH3088  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH3088  ELLIP HEIGHT-          25.016 (meters)          (05/13/94) ADJUSTED
 EH3088  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EH3088  HORZ ORDER  -  THIRD
 EH3088  ELLP ORDER  -  FOURTH    CLASS I
 EH3088
 EH3088.This mark is at Fletcher Field Airport (CKM)
 EH3088
 EH3088.The horizontal coordinates were established by GPS observations
 EH3088.and adjusted by the National Geodetic Survey in May 1994.
 EH3088
 EH3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3088
 EH3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3088
 EH3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH3088
 EH3088.The ellipsoidal height was determined by GPS observations
 EH3088.and is referenced to NAD 83.
 EH3088
 EH3088.The geoid height was determined by GEOID03.
 EH3088
 EH3088;                    North         East     Units Scale Factor Converg.
 EH3088;SPC MS W     -   532,226.177   683,434.923   MT  0.99995338   -0 06 05.1
 EH3088;SPC MS W     - 1,746,145.38  2,242,236.08   sFT  0.99995338   -0 06 05.1
 EH3088;UTM  15      - 3,798,208.377   728,859.258   MT  1.00024566   +1 24 07.0
 EH3088
 EH3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH3088!SPC MS W     -   0.99999607  x   0.99995338  =   0.99994945
 EH3088!UTM  15      -   0.99999607  x   1.00024566  =   1.00024173
 EH3088
 EH3088:                Primary Azimuth Mark                     Grid Az
 EH3088:SPC MS W     -  FLETCHER                                 183 18 53.9
 EH3088:UTM  15      -  FLETCHER                                 181 48 41.8
 EH3088
 EH3088|---------------------------------------------------------------------|
 EH3088| PID    Reference Object                     Distance      Geod. Az  |
 EH3088|                                                           dddmmss.s |
 EH3088| EH3087 FLETCHER                            APPROX. 0.8 KM 1831248.8 |
 EH3088|---------------------------------------------------------------------|
 EH3088
 EH3088                          SUPERSEDED SURVEY CONTROL
 EH3088
 EH3088  NAD 83(1986)-  34 17 59.63570(N)    090 30 47.81172(W) AD(       ) 3
 EH3088  NAD 27      -  34 17 59.24895(N)    090 30 47.46280(W) AD(       ) 3
 EH3088  NGVD 29 (09/20/88)   51.6    (m)          169.     (f) GPS OBS     3  
 EH3088
 EH3088.Superseded values are not recommended for survey control.
 EH3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3088.See file dsdata.txt to determine how the superseded data were derived.
 EH3088
 EH3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2885998208(NAD 83)
 EH3088_MARKER: DZ = AZIMUTH MARK DISK
 EH3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH3088_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3088+STABILITY: SURFACE MOTION
 EH3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3088+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH3088
 EH3088  HISTORY     - Date     Condition        Report By
 EH3088  HISTORY     - 1987     MONUMENTED       NGS
 EH3088  HISTORY     - 19880127 GOOD
 EH3088  HISTORY     - 20080130 GOOD             MSDOT
 EH3088
 EH3088                          STATION DESCRIPTION
 EH3088
 EH3088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EH3088'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 EH3088'NORTH OF CLARKSDALE, AT FLETCHER FIELD AIRPORT, NEAR RUNWAY END 18.
 EH3088'OWNERSHIP--COAHOMA COUNTY SCHOOL DISTRICT, CLARKSDALE MS 38614.
 EH3088'TELEPHONE (601) 637-3394.
 EH3088'
 EH3088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61,
 EH3088'IN THE CENTER OF CLARKSDALE, GO NORTH FOR 5.5 KM (3.4 MI) ON
 EH3088'HIGHWAY 61 TO THE JUNCTION OF NEW HIGHWAY 61.
 EH3088'TURN RIGHT AND GO NORTH FOR 7.0 KM (4.35 MI) ON HIGHWAY 61 TO A
 EH3088'PAVED SIDEROAD ON THE LEFT.
 EH3088'TURN LEFT AND GO WEST FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD TO A
 EH3088'CROSSROAD.
 EH3088'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON A PAVED ROAD TO THE
 EH3088'AIRPORT ENTRANCE AND THE OFFICE ON THE RIGHT.  CONTINUE STRAIGHT
 EH3088'AHEAD AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ACROSS A PARKING PAD TO
 EH3088'THE NORTHEAST CORNER OF THE PAD AND A TAXIWAY.
 EH3088'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE
 EH3088'TAXIWAY TO THE STATION ON THE RIGHT.
 EH3088'
 EH3088'THE STATION IS A STANDARD NGS DISK
 EH3088'STAMPED---FLETCHER 1987---,
 EH3088'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH3088'32 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 EH3088'75.28 METERS (247.0 FT) WEST FROM THE WEST EDGE OF A RUNWAY,
 EH3088'75.16 METERS (246.6 FT) WEST-NORTHWEST FROM THE FIRST RUNWAY LIGHT
 EH3088'SOUTH OF THE TAXIWAY,
 EH3088'53.49 METERS (175.5 FT) SOUTH FROM THE SOUTH EDGE OF THE TAXIWAY
 EH3088'LEADING EAST TO THE RUNWAY,
 EH3088'43.59 METERS (143.0 FT) SOUTHWEST FROM THE WEST END OF A CONCRETE
 EH3088'HEADWALL OF A CULVERT,
 EH3088'17.52 METERS (57.5 FT) EAST FROM THE EAST EDGE OF THE NORTH-SOUTH
 EH3088'TAXIWAY, AND
 EH3088'0.30 METERS (1.0 FT) WEST FROM A CARSONITE WITNESS POST.
 EH3088'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EH3088'STAMPED---FLETCHER 1987---,
 EH3088'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EH3088'
 EH3088'DESCRIBED BY D.D. REXRODE, TYPED BY G.A. MEANS.
 EH3088
 EH3088                          STATION RECOVERY (1988)
 EH3088
 EH3088'RECOVERED 1988
 EH3088'RECOVERED IN GOOD CONDITION.
 EH3088
 EH3088                          STATION RECOVERY (2008)
 EH3088
 EH3088'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2182 ***********************************************************************
 BW2182  DESIGNATION -  FLIGHT
 BW2182  PID         -  BW2182
 BW2182  STATE/COUNTY-  MS/SIMPSON
 BW2182  USGS QUAD   -  GEORGETOWN (1971)
 BW2182
 BW2182                         *CURRENT SURVEY CONTROL
 BW2182  ___________________________________________________________________
 BW2182* NAD 83(1993)-  31 47 51.37690(N)    090 07 31.62973(W)     ADJUSTED  
 BW2182* NAVD 88     -        66.03   (+/-2cm)     216.6    (feet)  VERTCON   
 BW2182  ___________________________________________________________________
 BW2182  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BW2182  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW2182  HORZ ORDER  -  FIRST
 BW2182  VERT ORDER  -  THIRD ? (See Below)
 BW2182
 BW2182.The horizontal coordinates were established by classical geodetic methods
 BW2182.and adjusted by the National Geodetic Survey in May 1994.
 BW2182
 BW2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2182.The vertical order pertains to the NGVD 29 superseded value.
 BW2182
 BW2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2182
 BW2182.The geoid height was determined by GEOID03.
 BW2182
 BW2182;                    North         East     Units Scale Factor Converg.
 BW2182;SPC MS W     -   254,726.627   719,685.356   MT  0.99995478   +0 06 34.3
 BW2182;SPC MS W     -   835,715.61  2,361,167.71   sFT  0.99995478   +0 06 34.3
 BW2182;UTM  15      - 3,521,601.330   772,162.247   MT  1.00051364   +1 30 56.1
 BW2182
 BW2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2182!SPC MS W     -   0.99999372  x   0.99995478  =   0.99994850
 BW2182!UTM  15      -   0.99999372  x   1.00051364  =   1.00050736
 BW2182
 BW2182|---------------------------------------------------------------------|
 BW2182| PID    Reference Object                     Distance      Geod. Az  |
 BW2182|                                                           dddmmss.s |
 BW2182| CY3568 FLIGHT RM 1                          24.829 METERS 06450     |
 BW2182| BW2179 BUCKLEY LOOKOUT TOWER               APPROX.10.6 KM 1041405.6 |
 BW2182| CY3569 FLIGHT RM 2                          24.054 METERS 15246     |
 BW2182| CY3567 FLIGHT AZ MK                                       1685822.7 |
 BW2182| BW2183 GEORGETOWN AMBER AWY 5 BCN 12        13.702 METERS 34122     |
 BW2182|---------------------------------------------------------------------|
 BW2182
 BW2182                          SUPERSEDED SURVEY CONTROL
 BW2182
 BW2182  NAD 83(1986)-  31 47 51.39154(N)    090 07 31.62629(W) AD(       ) 1
 BW2182  NAD 27      -  31 47 50.80700(N)    090 07 31.32000(W) AD(       ) 1
 BW2182  NGVD 29 (07/19/86)   66.04   (m)          216.7    (f) LEVELING    3  
 BW2182
 BW2182.Superseded values are not recommended for survey control.
 BW2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2182.See file dsdata.txt to determine how the superseded data were derived.
 BW2182
 BW2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR7216221601(NAD 83)
 BW2182_MARKER: DS = TRIANGULATION STATION DISK
 BW2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2182+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 BW2182
 BW2182  HISTORY     - Date     Condition        Report By
 BW2182  HISTORY     - 1945     MONUMENTED       CGS
 BW2182  HISTORY     - 1947     GOOD             CGS
 BW2182  HISTORY     - 1955     GOOD             CGS
 BW2182  HISTORY     - 1967     GOOD             MSHD
 BW2182  HISTORY     - 20020206 GOOD             CRAFT
 BW2182
 BW2182                          STATION DESCRIPTION
 BW2182
 BW2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2182'STATION IS LOCATED ABOUT 5.5 MILES SE OF THE VILLAGE OF GEORGETOWN
 BW2182'AND AT AN EMERGENCY AIRWAY LANDING FIELD.  IT IS 44.95 FEET SE
 BW2182'OF BEACON NO. 12 OF AMBER AIRWAY NO. 5, 18 FEET NW OF A STANDARD
 BW2182'WITNESS POST, 17 FEET W OF A N-S FENCE LINE, AND 15 FEET SE
 BW2182'OF A SMALL GALVANIZED BUILDING.
 BW2182'
 BW2182'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW2182'POST, STAMPED FLIGHT 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2182'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2182'
 BW2182'REFERENCE MARK 1 IS 81.46 FEET E OF THE STATION, 26 FEET E OF
 BW2182'THE APPROXIMATE CENTER LINE OF A FARM DRIVEWAY, AND 24 FEET SW
 BW2182'OF POWER LINE POLE 15B5.  IT IS A BRONZE REFERENCE DISK SET IN
 BW2182'TOP OF A CONCRETE POST, STAMPED FLIGHT NO 1 1945, AND PROJECTS
 BW2182'ABOUT 3 INCHES.
 BW2182'
 BW2182'REFERENCE MARK 2 IS 78.98 FEET S OF THE STATION AND 1 FOOT W OF
 BW2182'A N-S FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 BW2182'OF A CONCRETE POST, STAMPED FLIGHT NO 2 1945, AND PROJECTS ABOUT
 BW2182'3 INCHES.
 BW2182'
 BW2182'AZIMUTH MARK IS 0.3 MILE S OF THE STATION, 4 FEET N OF A STANDARD
 BW2182'WITNESS POST, 3 FEET SE OF AN AIRWAY LANDING LIGHT NO. 14-105V,
 BW2182'AND 2.5 FEET W OF FENCE CORNER POST WHICH IS ON THE E SIDE OF THE
 BW2182'N-S RUNWAY.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 BW2182'POST, STAMPED FLIGHT 1945, AND PROJECTS ABOUT 2 INCHES.
 BW2182'
 BW2182'A TRAVERSE CONNECTION WAS MADE TO AIRWAY BEACON NO. 12 AND IT IS
 BW2182'13.701 METERS (44.95 FEET) NW OF THE STATION.
 BW2182'
 BW2182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 BW2182'GEORGETOWN MAIN STREET, GO S ON MAIN STREET FOR 5.75 MILES TO
 BW2182'A T-ROAD INTERSECTION AND ROCKPORT SCHOOL ON THE LEFT.  HERE
 BW2182'TURN LEFT AND GO 0.7 MILE TO A T-ROAD LEFT, TURN LEFT AND CROSS
 BW2182'THE PEARL RIVER BRIDGE AND GO 1.25 MILES TO AIRWAY BEACON ON
 BW2182'THE RIGHT AND STATION AS DESCRIBED.
 BW2182'
 BW2182'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON N-S RUNWAY
 BW2182'FOR 0.3 MILE AND MARK ON THE LEFT AS DESCRIBED.
 BW2182'
 BW2182'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2182
 BW2182                          STATION RECOVERY (1947)
 BW2182
 BW2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2182'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945.  ALL
 BW2182'MARKS WERE FOUND IN GOOD CONDITION.  A DISCREPANCY WAS FOUND IN
 BW2182'THE DIRECTION TO THE AIRWAY BEACON AS SHOWN BELOW.  A NEW
 BW2182'DESCRIPTION FOLLOWS.
 BW2182'
 BW2182'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE VILLAGE
 BW2182'OF GEORGETOWN, AT AN EMERGENCY AIRWAY LANDING FIELD.  IT IS 44.95
 BW2182'FEET SOUTHEAST OF BEACON NO. 12 OF AMBER AIRWAY NO. 5, 18 FEET
 BW2182'NORTHWEST OF A WITNESS POST, 17 FEET WEST OF A WIRE FENCE, AND
 BW2182'15 FEET SOUTHEAST OF A SMALL (GALVANIZED) BUILDING.  THE MARK
 BW2182'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FLIGHT 1945.
 BW2182'
 BW2182'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2182'BRONZE DISKS SET IN CONCRETE.
 BW2182'
 BW2182'REFERENCE MARK NO. 1 IS 81.46 FEET EAST OF THE STATION, 26 FEET
 BW2182'EAST OF THE APPROXIMATE CENTERLINE OF A FARM DRIVEWAY, AND 24
 BW2182'FEET SOUTHWEST OF POWERLINE POLE NO. 15B5.  THE MARK PROJECTS 3
 BW2182'INCHES, AND THE DISK IS STAMPED FLIGHT NO 1 1945.
 BW2182'
 BW2182'REFERENCE MARK NO. 2 IS 78.92 FEET SOUTH OF THE STATION, AND 1
 BW2182'FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE
 BW2182'DISK IS STAMPED FLIGHT NO 2 1945.
 BW2182'
 BW2182'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 4 FEET NORTH
 BW2182'OF A WITNESS POST, 3 FEET SOUTHEAST OF AN AIRWAY LANDING LIGHT
 BW2182'NO. 14-105V, AND 2.5 FEET WEST OF A CORNER POST WHICH IS ON THE
 BW2182'EAST SIDE OF THE NORTH-SOUTH RUNWAY.  THE MARK PROJECTS 3 INCHES,
 BW2182'AND THE DISK IS STAMPED FLIGHT 1945.
 BW2182'
 BW2182'A TRAVERSE CONNECTION WAS MADE TO AIRWAY BEACON NO. 12 AND IT
 BW2182'IS 13.701 METERS (44.95 FEET) NORTHWEST OF THE STATION.
 BW2182'
 BW2182'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ROCKPORT,
 BW2182'GO SOUTH 0.2 MILE TO THE ROCKPORT SCHOOL ON THE LEFT.  TURN LEFT
 BW2182'AND GO ON THE MAIN GRAVEL ROAD FOR 0.7 MILE TO A SIDE ROAD ON
 BW2182'THE LEFT.  TURN LEFT, EAST, OVER THE PEARL RIVER BRIDGE AND GO
 BW2182'1.25 MILE TO THE AIRWAY BEACON ON THE RIGHT AND THE STATION.
 BW2182'
 BW2182'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 BW2182'NORTH-SOUTH RUNWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BW2182'
 BW2182'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2182
 BW2182                          STATION RECOVERY (1955)
 BW2182
 BW2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2182'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2182'CONDITION.  THE EMERGENCY LANDING FIELD HAS BEEN ABANDONED AND
 BW2182'THE AREA REVERTED TO PASTURE AND CULTIVATED LAND.  THE BUILDING
 BW2182'HAVE BEEN TORN DOWN WITH THE EXCEPTION OF ONE SMALL BUILDING NEAR
 BW2182'THE STATION.  THE AIRWAY BEACON HAS ALSO BEEN DISMANTLED EXCEPT
 BW2182'FOR THE CONCRETE FOUNDATION ON WHICH IT WAS STANDING WHICH IS
 BW2182'IN GOOD CONDITION.
 BW2182'
 BW2182'A NEW DESCRIPTION FOLLOWS--
 BW2182'
 BW2182'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF GEORGETOWN
 BW2182'AND 1.1 MILES EAST OF THE PEARL RIVER ON PROPERTY OWNED BY
 BW2182'HOPE LITTLE, WHICH WAS ONCE AN EMERGENCY LANDING FIELD.  IT IS
 BW2182'57 FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE LITTLE
 BW2182'HOME, 37 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BW2182'CONCRETE BASE OF THE DISMANTLED AIRWAY BEACON, 15 FEET SOUTHEAST
 BW2182'OF THE SOUTHEAST CORNER OF A SMALL TIN HOUSE, 27 FEET NORTHWEST
 BW2182'OF A METAL GATE AND 70 FEET SOUTH-SOUTHWEST OF A LONE WATER
 BW2182'OAK TREE.  IT IS A STANDARD DISK, STAMPED FLIGHT 1945, FLUSH
 BW2182'WITH THE SURFACE OF THE GROUND.
 BW2182'
 BW2182'REFERENCE MARK NO. 1 IS 81.46 FEET EAST OF THE STATION, 27 FEET
 BW2182'EAST OF THE CENTER OF THE DRIVEWAY AND 21 FEET SOUTHWEST OF
 BW2182'POWER POLE NO. 15 B 5, WITH A TRANSFORMER.  IT IS A STANDARD
 BW2182'DISK, STAMPED FLIGHT NO 1 1945, PROJECTING 3 INCHES.
 BW2182'
 BW2182'REFERENCE MARK NO. 2 IS 78.98 FEET SOUTH OF THE STATION, 56
 BW2182'FEET WEST OF THE CENTER OF THE DRIVEWAY, 44 FEET SOUTH OF THE
 BW2182'SOUTH END OF THE METAL GATE AND 1 FOOT WEST OF A FENCE LINE.  IT
 BW2182'IS A STANDARD DISK, STAMPED FLIGHT NO 2 1945, PROJECTING 3
 BW2182'INCHES.
 BW2182'
 BW2182'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION, 2 FEET
 BW2182'WEST OF A FENCE CORNER AT THE NORTHWEST CORNER OF A CULTIVATED
 BW2182'FIELD AND AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE OLD
 BW2182'NORTH-SOUTH AND EAST-WEST RUNWAYS WHICH ARE STILL VISIBLE.  IT
 BW2182'IS A STANDARD DISK, STAMPED FLIGHT 1945, PROJECTING 3 INCHES.
 BW2182'
 BW2182'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET IN
 BW2182'GEORGETOWN AND STATE HIGHWAY 20, GO SOUTH ON THE MAIN STREET FOR
 BW2182'5.65 MILES TO A T-INTERSECTION AT THE ROCKPORT SCHOOL, TURN
 BW2182'LEFT AND GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT, CROSSING
 BW2182'THE PEARL RIVER AND GO 1.25 MILE TO A DRIVEWAY RIGHT LEADING TO A
 BW2182'FARMHOUSE, TURN RIGHT INTO DRIVEWAY AND GO ABOUT 75 YARDS TO A
 BW2182'METAL GATE ON THE RIGHT AND THE STATION ON THE RIGHT.
 BW2182'
 BW2182'TO REACH THE AZIMUTH MARK FROM THE STATION PASS THROUGH THE
 BW2182'METAL GATE AND FOLLOW TRACK ROAD SOUTHWEST TO THE GATE IN THE
 BW2182'SECOND CROSS FENCE, TURN SOUTHEAST, LEFT AND GO TO THE NORTHWEST
 BW2182'CORNER OF A CULTIVATED FIELD AND FENCE CORNER AND THE STATION.
 BW2182
 BW2182                          STATION RECOVERY (1967)
 BW2182
 BW2182'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BW2182'THE STATION WAS VISITED 9-7-67 AND THE STATION MARK, REFERENCE
 BW2182'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2182'CONDITION.
 BW2182'
 BW2182'THE STATION IS LOCATED 5.5 MILES SOUTHEAST OF GEORGETOWN AND
 BW2182'1.1 MILES EAST OF THE PEARL RIVER, IN THE NORTHWEST 1/4 SECTION
 BW2182'33, T 10N, R 21W, AND ON PROPERTY OWNED BY MR. KENNETH LITTLE.
 BW2182'IT IS 55 FEET WEST OF THE CENTER OF THE DRIVEWAY, 15.5 FEET
 BW2182'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL TIN BUILDING, 17
 BW2182'FEET WEST OF A FENCE, 69 FEET SOUTHWEST OF A LONE 24 INCH OAK,
 BW2182'46.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE BASE FOR
 BW2182'THE OLD BEACON LIGHT, 201.5 FEET SOUTH OF THE CENTER OF THE
 BW2182'BLACKTOP ROAD, 142 FEET SOUTH SOUTHEAST OF A FENCE CORNER AND
 BW2182'1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BW2182'
 BW2182'IT IS A STANDARD TRIANGULATION DISK, STAMPED FLIGHT 1945 FLUSH
 BW2182'WITH THE GROUND.
 BW2182'
 BW2182'REFERENCE MARK NO. 1 IS 81.46 FEET EAST OF THE STATION.  IT IS
 BW2182'27 FEET EAST OF THE CENTER OF THE DRIVEWAY, 21 FEET SOUTHWEST OF
 BW2182'POLE NO. 3B-28-F5, 175 FEET SOUTH SOUTHEAST OF THE CENTER OF
 BW2182'THE BLACKTOP ROAD, 113.5 FEET SOUTHWEST OF A FENCE CORNER AND 75.5
 BW2182'FEET SOUTHEAST OF A LONE 24 INCH WATER OAK.  IT IS A STANDARD
 BW2182'DISK, STAMPED FLIGHT NO. 1 1945, PROJECTING 3 INCHES.
 BW2182'
 BW2182'REFERENCE MARK NO. 2 IS 78.98 FEET SOUTH OF THE STATION.  IT IS
 BW2182'42 FEET SOUTH OF THE SOUTH POST OF A METAL GATE, 56 FEET WEST OF
 BW2182'THE CENTER OF THE DRIVEWAY, 93.5 FEET SOUTHEAST OF THE SOUTHEAST
 BW2182'CORNER OF A SMALL TIN BUILDING, AND 1 FOOT WEST OF A FENCE.  IT
 BW2182'IS A STANDARD REFERENCE MARK DISK STAMPED FLIGHT NO. 2 1945,
 BW2182'PROJECTING 3 INCHES.
 BW2182'
 BW2182'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS IN
 BW2182'THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE OLD ABANDONED
 BW2182'NORTH-SOUTH AND EAST-WEST RUNWAYS WHICH ARE STILL VISIBLE, 1
 BW2182'FOOT WEST OF A FENCE CORNER, 266 FEET NORTH OF A LONE 12 INCH
 BW2182'PINE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS STILL
 BW2182'VISIBLE FROM THE GROUND.  IT IS A STANDARD AZIMUTH MARK DISK,
 BW2182'STAMPED FLIGHT 1945, PROJECTING 3 INCHES.
 BW2182'
 BW2182'TO REACH THE STATION FROM THE MERCHANTS AND PLANTERS BANK IN
 BW2182'GEORGETOWN GO WEST ON A BLACKTOP STREET PASSING ON THE NORTH
 BW2182'SIDE OF THE OLD RAILROAD STATION FOR 0.1 MILE TO THE INTERSECTION
 BW2182'OF MISSISSIPPI HIGHWAY 27.  TURN LEFT (SOUTH) AND CONTINUE ON
 BW2182'MISSISSIPPI HIGHWAY 27 FOR 5.25 MILES TO A SIDE ROAD LEFT WITH
 BW2182'A SIGN POINTING TO ROCKPORT.  TURN LEFT (NORTHEAST) AND CONTINUE
 BW2182'ON A WINDING BLACKTOP ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.
 BW2182'TURN LEFT (NORTHEAST) CROSSING OVER PEARL RIVER AND CONTINUE ON A
 BW2182'BLACKTOP ROAD FOR 0.9 MILE TO ANOTHER SIDE ROAD LEFT.
 BW2182'CONTINUE EAST-NORTHEAST ON A BLACKTOP ROAD FOR 0.3 MILE TO THE
 BW2182'DRIVEWAY LEADING TO THE LITTLES HOUSE AND THE STATION ON THE
 BW2182'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH FROM THE STATION,
 BW2182'GO SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MILE TO A
 BW2182'CORNER.  CONTINUE SOUTH ON THE EXTENDED TANGENT OF THE FENCE
 BW2182'FOR 0.05 MILE TO ANOTHER FENCE CORNER AND THE MARK ON THE
 BW2182'LEFT AS DESCRIBED.
 BW2182
 BW2182                          STATION RECOVERY (2002)
 BW2182
 BW2182'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002 (CHC)
 BW2182'ON SOUTH SIDE OF DAVID SHERMAN RD. 0.3 MILE EAST OF BOSS STEEN RD.
 BW2182'BRIDGE OVER PEARL RIVER IS CLOSED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1292 ***********************************************************************
 CO1292  DESIGNATION -  FLINT
 CO1292  PID         -  CO1292
 CO1292  STATE/COUNTY-  MS/KEMPER
 CO1292  USGS QUAD   -  GHOLSON (1982)
 CO1292
 CO1292                         *CURRENT SURVEY CONTROL
 CO1292  ___________________________________________________________________
 CO1292* NAD 83(1993)-  32 55 18.93042(N)    088 38 34.25725(W)     ADJUSTED  
 CO1292* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CO1292  ___________________________________________________________________
 CO1292  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CO1292  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CO1292  HORZ ORDER  -  SECOND
 CO1292
 CO1292.The horizontal coordinates were established by classical geodetic methods
 CO1292.and adjusted by the National Geodetic Survey in May 1994.
 CO1292
 CO1292.The orthometric height was scaled from a topographic map.
 CO1292
 CO1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1292
 CO1292.The geoid height was determined by GEOID03.
 CO1292
 CO1292;                    North         East     Units Scale Factor Converg.
 CO1292;SPC MS E     -   379,397.095   317,816.136   MT  0.99995391   +0 06 12.7
 CO1292;SPC MS E     - 1,244,738.64  1,042,701.77   sFT  0.99995391   +0 06 12.7
 CO1292;UTM  16      - 3,643,828.731   346,388.163   MT  0.99989095   -0 53 35.0
 CO1292
 CO1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1292!SPC MS E     -   0.99997527  x   0.99995391  =   0.99992918
 CO1292!UTM  16      -   0.99997527  x   0.99989095  =   0.99986622
 CO1292
 CO1292:                Primary Azimuth Mark                     Grid Az
 CO1292:SPC MS E     -  SHUQUALAK E F DUNN TANK                  048 38 33.3
 CO1292:UTM  16      -  SHUQUALAK E F DUNN TANK                  049 38 21.0
 CO1292
 CO1292|---------------------------------------------------------------------|
 CO1292| PID    Reference Object                     Distance      Geod. Az  |
 CO1292|                                                           dddmmss.s |
 CO1292| CO1283 SHUQUALAK E F DUNN TANK             APPROX. 9.4 KM 0484446.0 |
 CO1292| CO1282 WAHALAK BAPTIST CH SPIRE            APPROX.11.5 KM 0932357.7 |
 CO1292| CF9737 FLINT RM 1                           26.174 METERS 20947     |
 CO1292| CF9738 FLINT RM 2                           25.702 METERS 28323     |
 CO1292| CO1291 FLINTKOTE LOT                        12.342 METERS 31340     |
 CO1292|---------------------------------------------------------------------|
 CO1292
 CO1292                          SUPERSEDED SURVEY CONTROL
 CO1292
 CO1292  NAD 83(1993)-  32 55 18.93774(N)    088 38 34.25760(W) AD(       ) 2
 CO1292  NAD 83(1986)-  32 55 18.94098(N)    088 38 34.25931(W) AD(       ) 2
 CO1292  NAD 27      -  32 55 18.47600(N)    088 38 34.09400(W) AD(       ) 2
 CO1292
 CO1292.Superseded values are not recommended for survey control.
 CO1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1292.See file dsdata.txt to determine how the superseded data were derived.
 CO1292
 CO1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4638843829(NAD 83)
 CO1292_MARKER: DS = TRIANGULATION STATION DISK
 CO1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1292
 CO1292  HISTORY     - Date     Condition        Report By
 CO1292  HISTORY     - 1955     MONUMENTED       CGS
 CO1292  HISTORY     - 1963     GOOD             MSHD
 CO1292
 CO1292                          STATION DESCRIPTION
 CO1292
 CO1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1292'STATION IS LOCATED ON A HIGH RIDGE AT THE FLINTKOTE LOOKOUT
 CO1292'TOWER ABOUT 10 MILES NORTH OF DEKALB, 6 MILES SOUTHWEST OF
 CO1292'SHUQUALAK AND IS ON PROPERTY OWNED BY THE FLINTKOTE CO.  IT IS
 CO1292'99 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 25 FEET
 CO1292'SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 21 FEET
 CO1292'NORTH OF THE NORTHEAST CORNER OF A SMALL WOOD SHED AND 4 FEET
 CO1292'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 CO1292'AND THE DISK IS STAMPED FLINT 1955.
 CO1292'
 CO1292'REFERENCE MARK NO. 1 IS 57 FEET SOUTHWEST OF THE NORTHWEST
 CO1292'CORNER OF THE SMALL SHED AND 10 FEET WEST OF A 6 INCH OAK TREE.
 CO1292'THE MARK IS FLUSH AND THE DISK IS STAMPED FLINT NO 1 1955.
 CO1292'
 CO1292'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE SOUTHWEST LEG OF THE
 CO1292'LOOKOUT TOWER AND 36 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 CO1292'FRAME HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FLINT NO
 CO1292'2 1955.
 CO1292'
 CO1292'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 CO1292'
 CO1292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND
 CO1292'16 AT THE NORTH EDGE OF DEKALB, GO NORTHWEST ON HIGHWAY 39 FOR
 CO1292'0.55 MILE TO THE END OF BLACK TOP, CONTINUE NORTH ON WINDING
 CO1292'GRAVEL ROAD (HIGHWAWY 39) FOR 11.25 MILES TO A SIDE WOODS ROAD
 CO1292'RIGHT AT TOP OF RIDGE, TURN RIGHT ON WOODS ROAD AND GO EAST FOR
 CO1292'0.45 MILE TO THE FLINTKOTE LOOKOUT TOWER AND THE STATION AS
 CO1292'DESCRIBED.
 CO1292'
 CO1292'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CO1292
 CO1292                          STATION RECOVERY (1963)
 CO1292
 CO1292'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1292'THE STATION WAS VISITED NOVEMBER 1963 AND ALL MARKS WERE FOUND
 CO1292'IN GOOD CONDITION.
 CO1292'
 CO1292'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO1292'
 CO1292'METAL WITNESS POSTS WERE SET AT THE STATION, R.M. 1, AND
 CO1292'R.M. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1296 ***********************************************************************
 CO1296  DESIGNATION -  FLINTKOTE
 CO1296  PID         -  CO1296
 CO1296  STATE/COUNTY-  MS/KEMPER
 CO1296  USGS QUAD   -  DALEVILLE (1985)
 CO1296
 CO1296                         *CURRENT SURVEY CONTROL
 CO1296  ___________________________________________________________________
 CO1296* NAD 83(1993)-  32 35 54.18919(N)    088 39 07.60080(W)     ADJUSTED  
 CO1296* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CO1296  ___________________________________________________________________
 CO1296  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CO1296  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CO1296  HORZ ORDER  -  SECOND
 CO1296
 CO1296.The horizontal coordinates were established by classical geodetic methods
 CO1296.and adjusted by the National Geodetic Survey in May 1994.
 CO1296
 CO1296.The orthometric height was scaled from a topographic map.
 CO1296
 CO1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1296
 CO1296.The geoid height was determined by GEOID03.
 CO1296
 CO1296;                    North         East     Units Scale Factor Converg.
 CO1296;SPC MS E     -   343,516.721   317,011.251   MT  0.99995357   +0 05 51.5
 CO1296;SPC MS E     - 1,127,021.11  1,040,061.08   sFT  0.99995357   +0 05 51.5
 CO1296;UTM  16      - 3,607,969.830   344,962.147   MT  0.99989640   -0 53 24.9
 CO1296
 CO1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1296!SPC MS E     -   0.99998467  x   0.99995357  =   0.99993824
 CO1296!UTM  16      -   0.99998467  x   0.99989640  =   0.99988107
 CO1296
 CO1296|---------------------------------------------------------------------|
 CO1296| PID    Reference Object                     Distance      Geod. Az  |
 CO1296|                                                           dddmmss.s |
 CO1296| CF9740 FLINTKOTE RM 1                       27.508 METERS 03606     |
 CO1296| CF9741 FLINTKOTE RM 2                       27.859 METERS 16027     |
 CO1296| CO1295 DALEVILLE                           APPROX. 3.7 KM 2221837.6 |
 CO1296| CF9739 FLINTKOTE AZ MK                                    3384803.3 |
 CO1296|---------------------------------------------------------------------|
 CO1296
 CO1296                          SUPERSEDED SURVEY CONTROL
 CO1296
 CO1296  NAD 83(1993)-  32 35 54.19818(N)    088 39 07.60087(W) AD(       ) 2
 CO1296  NAD 83(1986)-  32 35 54.20040(N)    088 39 07.60283(W) AD(       ) 2
 CO1296  NAD 27      -  32 35 53.70500(N)    088 39 07.44800(W) AD(       ) 2
 CO1296
 CO1296.Superseded values are not recommended for survey control.
 CO1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1296.See file dsdata.txt to determine how the superseded data were derived.
 CO1296
 CO1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4496207970(NAD 83)
 CO1296_MARKER: DS = TRIANGULATION STATION DISK
 CO1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1296
 CO1296  HISTORY     - Date     Condition        Report By
 CO1296  HISTORY     - 1954     MONUMENTED       CGS
 CO1296  HISTORY     - 1963     GOOD             MSHD
 CO1296
 CO1296                          STATION DESCRIPTION
 CO1296
 CO1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 CO1296'STATION IS LOCATED ABOUT 15-1/2 MILES NORTHEAST OF MERIDIAN AND
 CO1296'3 MILES NORTHEAST OF DALEVILLE AND IS IN THE FLINTKOTE FOREST.
 CO1296'IT IS 55 FEET WEST OF AN 18 INCH PINE TREE WITH A TRIANGLE BLAZE
 CO1296'ON THE WEST SIDE, 32 FEET WEST OF THE CENTER OF A WOODS ROAD
 CO1296'AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 CO1296'THE DISK IS STAMPED FLINTKOTE 1954.
 CO1296'
 CO1296'REFERENCE MARK NO. 1 IS 7 FEET EAST OF THE CENTER OF WOODS ROAD.
 CO1296'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FLINTKOTE NO
 CO1296'1 1954.
 CO1296'
 CO1296'REFERENCE MARK NO. 2 IS 8 FEET EAST OF THE CENTER OF THE WOODS
 CO1296'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CO1296'FLINTKOTE NO 2 1954.
 CO1296'
 CO1296'AZIMUTH MARK IS 9 FEET SOUTH OF THE CENTER OF A WOODS ROAD AND
 CO1296'1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 CO1296'AND THE DISK IS STAMPED FLINTKOTE 1954.
 CO1296'
 CO1296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 493 AND
 CO1296'39 ABOUT 4 MILES NORTH OF MERIDIAN, GO NORTH ON HIGHWAY 39 FOR
 CO1296'11.6 MILES TO DALEVILLE, CONTINUE NORTH ON HIGHWAY 39 FOR 0.2
 CO1296'MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO EAST
 CO1296'AND NORTH FOR 1.25 MILES TO A SIDE ROAD RIGHT AND A FRAME HOUSE
 CO1296'ON THE RIGHT, TURN RIGHT AND FOLLOW DIRT ROAD EAST AND NORTHEAST
 CO1296'FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE EAST FOR
 CO1296'0.3 MILE TO A WOODS ROAD LEFT, THIS IS ABOUT 100 FEET AFTER
 CO1296'CROSSING A SMALL WOODEN BRIDGE.  TURN LEFT ON WOODS ROAD AND
 CO1296'GO NORTH FOR 0.3 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE
 CO1296'NORTH FOR 0.6 MILE TO A REVERSE Y, TAKE RIGHT FORK AND GO
 CO1296'NORTH AND EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CO1296'AS DESCRIBED.  CONTINUE AHEAD FOR 0.05 MILE TO A WOODS
 CO1296'CROSSROAD, TURN RIGHT AND GO SOUTH ON WOODS ROAD FOR 0.1 MILE TO
 CO1296'THE HIGHEST PART OF WOODED AREA AND THE STATION AS
 CO1296'DESCRIBED.
 CO1296'
 CO1296'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1296
 CO1296                          STATION RECOVERY (1963)
 CO1296
 CO1296'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1296'THE STATION WAS VISITED DECEMBER 1963 AND ALL MARKS WERE FOUND
 CO1296'IN GOOD CONDITION.
 CO1296'
 CO1296'THE 1954 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO1296'
 CO1296'METAL WITNESS POSTS WERE SET AT THE STATION, R.M. 2, AND
 CO1296'THE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1291 ***********************************************************************
 CO1291  DESIGNATION -  FLINTKOTE LOT
 CO1291  PID         -  CO1291
 CO1291  STATE/COUNTY-  MS/KEMPER
 CO1291  USGS QUAD   -  GHOLSON (1982)
 CO1291
 CO1291                         *CURRENT SURVEY CONTROL
 CO1291  ___________________________________________________________________
 CO1291* NAD 83(1993)-  32 55 19.20701(N)    088 38 34.60092(W)     ADJUSTED  
 CO1291* NAVD 88     -              **(meters)            **(feet)            
 CO1291  ___________________________________________________________________
 CO1291  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CO1291  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CO1291  HORZ ORDER  -  THIRD
 CO1291
 CO1291.The horizontal coordinates were established by classical geodetic methods
 CO1291.and adjusted by the National Geodetic Survey in May 1994.
 CO1291
 CO1291
 CO1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1291
 CO1291.The geoid height was determined by GEOID03.
 CO1291
 CO1291;                    North         East     Units Scale Factor Converg.
 CO1291;SPC MS E     -   379,405.599   317,807.192   MT  0.99995391   +0 06 12.5
 CO1291;SPC MS E     - 1,244,766.54  1,042,672.43   sFT  0.99995391   +0 06 12.5
 CO1291;UTM  16      - 3,643,837.389   346,379.368   MT  0.99989099   -0 53 35.2
 CO1291
 CO1291                          SUPERSEDED SURVEY CONTROL
 CO1291
 CO1291  NAD 83(1993)-  32 55 19.21434(N)    088 38 34.60127(W) AD(       ) 4
 CO1291  NAD 83(1986)-  32 55 19.21780(N)    088 38 34.60271(W) AD(       ) 4
 CO1291  NAD 27      -  32 55 18.75300(N)    088 38 34.43800(W) AD(       ) 3
 CO1291
 CO1291.Superseded values are not recommended for survey control.
 CO1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1291.See file dsdata.txt to determine how the superseded data were derived.
 CO1291
 CO1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB4637943837(NAD 83)
 CO1291_MARKER: 57 = LOOKOUT TOWER
 CO1291
 CO1291  HISTORY     - Date     Condition        Report By
 CO1291  HISTORY     - 1955     FIRST OBSERVED   CGS
 CO1291  HISTORY     - 1963     GOOD             MSHD
 CO1291
 CO1291                          STATION DESCRIPTION
 CO1291
 CO1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1291'STATION IS THE FLINTKOTE LOOKOUT TOWER, LOCATED ABOUT 10 MILES
 CO1291'NORTH OF DE KALB, 6 MILES SOUTHWEST OF SHUQUALAK.  IT IS A FOUR
 CO1291'LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH WITH A GLASSED IN
 CO1291'OBSERVATION PLATFORM ATOP.
 CO1291'
 CO1291'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FLINT,
 CO1291'THE DISTANCE IS 40.49 FEET, 12.342 METERS.  THE POINT MEASURED
 CO1291'TO WAS THE CENTER OF THE BASE OF THE LOOKOUT TOWER, THE POINT
 CO1291'OBSERVED UPON WAS THE CENTER OF THE TOWER ABOUT 85 FEET HIGH.
 CO1291'
 CO1291'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 CO1291'AND 16 AT THE NORTH EDGE OF DE KALB, GO NORTHWEST ON HIGHWAY
 CO1291'39 FOR 0.55 MILE TO THE END OF BLACK TOP, CONTINUE NORTH ON
 CO1291'WINDING GRAVEL ROAD (HIGHWAY 39) FOR 11.25 MILES TO A SIDE
 CO1291'WOODS ROAD RIGHT, TURN RIGHT AND GO EAST ON WOODS ROAD FOR
 CO1291'0.45 MILE TO THE STATION AS DESCRIBED.
 CO1291
 CO1291                          STATION RECOVERY (1963)
 CO1291
 CO1291'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1291'THE STATION WAS VISITED NOVEMBER 1963 AND FOUND IN GOOD CONDITION.
 CO1291'
 CO1291'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2549 ***********************************************************************
 CP2549  DESIGNATION -  FLORA
 CP2549  PID         -  CP2549
 CP2549  STATE/COUNTY-  MS/MADISON
 CP2549  USGS QUAD   -  FLORA (1988)
 CP2549
 CP2549                         *CURRENT SURVEY CONTROL
 CP2549  ___________________________________________________________________
 CP2549* NAD 83(1993)-  32 31 11.30141(N)    090 17 01.38854(W)     ADJUSTED  
 CP2549* NAVD 88     -       128.1    (meters)     420.     (feet)  VERTCON   
 CP2549  ___________________________________________________________________
 CP2549  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CP2549  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CP2549  HORZ ORDER  -  FIRST
 CP2549
 CP2549.The horizontal coordinates were established by classical geodetic methods
 CP2549.and adjusted by the National Geodetic Survey in May 1994.
 CP2549
 CP2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2549
 CP2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2549
 CP2549.The geoid height was determined by GEOID03.
 CP2549
 CP2549;                    North         East     Units Scale Factor Converg.
 CP2549;SPC MS W     -   334,789.497   704,661.336   MT  0.99995027   +0 01 36.0
 CP2549;SPC MS W     - 1,098,388.54  2,311,876.40   sFT  0.99995027   +0 01 36.0
 CP2549;UTM  15      - 3,601,307.514   755,149.877   MT  1.00040286   +1 27 39.7
 CP2549
 CP2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2549!SPC MS W     -   0.99998407  x   0.99995027  =   0.99993434
 CP2549!UTM  15      -   0.99998407  x   1.00040286  =   1.00038693
 CP2549
 CP2549|---------------------------------------------------------------------|
 CP2549| PID    Reference Object                     Distance      Geod. Az  |
 CP2549|                                                           dddmmss.s |
 CP2549| AI4254 FLORA RM 1                           26.679 METERS 03535     |
 CP2549| AI4255 FLORA RM 2                           32.065 METERS 28116     |
 CP2549| CP2547 FLORA MUNICIPAL WATER TANK          APPROX. 3.7 KM 3163044.8 |
 CP2549| AI4256 FLORA AZ MK                                        3163712.4 |
 CP2549| CP2545 KEARNEY PARK INDUSTRIAL AREA WATER  APPROX. 7.7 KM 3374637.0 |
 CP2549|---------------------------------------------------------------------|
 CP2549
 CP2549                          SUPERSEDED SURVEY CONTROL
 CP2549
 CP2549  NAD 83(1986)-  32 31 11.31649(N)    090 17 01.38456(W) AD(       ) 1
 CP2549  NAD 27      -  32 31 10.80950(N)    090 17 01.05920(W) AD(       ) 1
 CP2549  NGVD 29 (07/19/86)  128.2    (m)          421.     (f) VERT ANG    3  
 CP2549
 CP2549.Superseded values are not recommended for survey control.
 CP2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2549.See file dsdata.txt to determine how the superseded data were derived.
 CP2549
 CP2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5515001308(NAD 83)
 CP2549_MARKER: DD = SURVEY DISK
 CP2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2549_SP_SET: SQUARE CONCRETE MONUMENT
 CP2549_STAMPING: FLORA 1959
 CP2549_MARK LOGO: CGS   
 CP2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2549+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 CP2549
 CP2549  HISTORY     - Date     Condition        Report By
 CP2549  HISTORY     - 1959     MONUMENTED       CGS
 CP2549  HISTORY     - 1959     GOOD             CGS
 CP2549  HISTORY     - 1960     GOOD             MSHD
 CP2549  HISTORY     - 1964     GOOD             CGS
 CP2549  HISTORY     - 1982     GOOD             NGS
 CP2549  HISTORY     - 19881027 GOOD             MSHD
 CP2549  HISTORY     - 20071010 GOOD             MSU
 CP2549
 CP2549                          STATION DESCRIPTION
 CP2549
 CP2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2549'STATION IS LOCATED ON THE HIGHEST POINT OF A REDDISH COLORED
 CP2549'HILL, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 CP2549'ABOUT 2 MILES SOUTH AND 2 MILES EAST OF FLORA AND 3 MILES
 CP2549'NORTH OF POCAHONTAS.  THE HILL IS PARTIALLY COVERED WITH
 CP2549'SCRUB OAK AND IS OBVIOUSLY USED BY THE TOWN OF FLORA FOR
 CP2549'A GARBAGE DUMP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 22,
 CP2549'T 8 N, R 1 W.
 CP2549'
 CP2549'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 CP2549'22 IN THE WEST EDGE OF FLORA, BY GOING EAST ON HIGHWAY 22
 CP2549'FOR 0.2 MILE TO RAILROAD TRACKS, CROSS TRACKS AND TURN RIGHT
 CP2549'ON MACADAM ROAD, SOUTHERLY, FOR 0.45 MILE TO END OF MACADAM
 CP2549'ROAD, CONTINUE SOUTHERLY ON GRAVEL ROAD FOR 0.2 MILE TO
 CP2549'FORKS, TAKE RIGHT FORK AND CONTINUE ON GRAVEL ROAD,
 CP2549'SOUTHEASTERLY, FOR 0.3 MILE TO A DRIVEWAY LEADING EAST AND THE
 CP2549'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHEASTERLY ON GRAVEL
 CP2549'ROAD FOR 0.5 MILE TO CROSSROADS, TURN LEFT, EAST, FOR 0.3
 CP2549'MILE TO HIGHEST POINT OF HILL AND STATION ON THE RIGHT.
 CP2549'
 CP2549'STATION MARKS ARE STANDARD DISKS, STAMPED FLORA 1959.  THE
 CP2549'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CP2549'POST PROJECTING 5 INCHES.  IT IS 180 FEET EAST-NORTHEAST
 CP2549'OF THE CENTER OF A SHARP CURVE IN ROAD, 57 FEET SOUTHEAST
 CP2549'OF THE SOUTHEAST EDGE OF A SAND PIT, 47 FEET NORTHWEST OF
 CP2549'THE NORTHWEST EDGE OF A DEEP GULLY AND 38 FEET SOUTHEAST
 CP2549'OF THE CENTER OF A GRAVEL ROAD AND 18 FEET NORTHEAST OF
 CP2549'THE CENTER OF A LONE CEDAR TREE.  A METAL WITNESS MARKER
 CP2549'WAS SET 1 FOOT NORTH OF THE MARK.  THE UNDERGROUND MARK WAS
 CP2549'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 CP2549'GROUND SURFACE.
 CP2549'
 CP2549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLORA NO 1 1959,
 CP2549'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2549'5 INCHES.  IT IS 52 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 CP2549'OF THE SAND PIT AND 35 FEET SOUTHEAST OF THE CENTER OF THE
 CP2549'GRAVEL ROAD.
 CP2549'
 CP2549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLORA NO 2 1959,
 CP2549'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2549'6 INCHES.  IT IS 98 FEET WEST OF THE CENTER OF THE CEDAR
 CP2549'TREE, 18 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD
 CP2549'AND 3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SAND PIT.
 CP2549'
 CP2549'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLORA 1959, SET
 CP2549'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP2549'6 INCHES.  IT IS 63 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 CP2549'ROAD, 63 FEET WEST-SOUTHWEST OF THE CENTER OF AN OLD CHIMNEY,
 CP2549'37 FEET SOUTHWEST OF THE NORTH ONE OF TWO CHINABERRY TREES
 CP2549'AND 19 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY.  A METAL,
 CP2549'WITNESS SIGNPOST WAS SET 1 FOOT WEST-SOUTHWEST OF THE MARK.
 CP2549'
 CP2549'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 CP2549'162.30 FT. (49.469 M.).
 CP2549'
 CP2549'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CP2549
 CP2549                          STATION RECOVERY (1959)
 CP2549
 CP2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2549'RECOVERED IN GOOD CONDITION.
 CP2549
 CP2549                          STATION RECOVERY (1960)
 CP2549
 CP2549'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (BGC)
 CP2549'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED
 CP2549'AND IN GOOD CONDITION.  THE 1959 TO REACH THE STATION IS
 CP2549'CORRECT AND ADEQUATE.
 CP2549'
 CP2549'OBSERVATIONS WERE MADE FROM A 24 FOOT ALUMINUM TOWER.
 CP2549
 CP2549                          STATION RECOVERY (1964)
 CP2549
 CP2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2549'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2549'CONDITION.
 CP2549'
 CP2549'THE DESCRIPTION IS ADEQUATE.
 CP2549
 CP2549                          STATION RECOVERY (1982)
 CP2549
 CP2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP2549'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO
 CP2549'1 WAS FOUND SOLIDLY IN PLACE, BUT HAD BEEN MOVED.  THE MARK IS
 CP2549'LEANING VERY SLIGHTLY TO THE SOUTHWEST AND THE ARROW ON THE DISK IS
 CP2549'POINTING 90 DEGREES FROM THE STATION.  REFERENCE MARK NO 2 AND THE
 CP2549'AZIMUTH  MARK WERE NOT FOUND AND ARE BELIEVED DESTROYED.  REFERENCE
 CP2549'MARK NO 1 WAS RESTAMPED AND USED AS REFERENCE MARK NO 3, A NEW
 CP2549'REFERENCE MARK NO 4 WAS ESTABLISHED.  TWO WATER TANKS ARE VISIBLE
 CP2549'FROM THE STATION AND WERE USED AS AZIMUTHS.  NO SUITABLE LOCATION FOR
 CP2549'A NEW GROUND AZIMUTH WAS AVAILABLE.  A NEW DESCRIPTION FOLLOWS.
 CP2549'
 CP2549'THE STATION MARK IS AS DESCRIBED IN 1959 WITH THE FOLLOWING
 CP2549'EXCEPTION, THE CEDAR TREE IS GONE AND STATION IS NOW 7.68 METERS
 CP2549'(25.2 FEET) SOUTHEAST OF A POWER POLE.
 CP2549'
 CP2549'REFERENCE MARK NO 3 IS A STANDARD CGS DISK, STAMPED---FLORA NO 3 1959
 CP2549'1982---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 5 INCHES.  IT
 CP2549'IS 29.26 METERS (96.0 FEET) EAST-NORTHEAST OF A POWER POLE, 10.97
 CP2549'METERS (36.0 FEET) SOUTHEAST OF THE CENTER OF GRAVEL ROAD AND 0.30
 CP2549'METER (1.0 FOOT) WEST OF A METAL WITNESS POST AND SIGN.  NOTE---THE
 CP2549'MONUMENT IS LEANING VERY SLIGHTLY AND THE ARROW ON THE DISK IS
 CP2549'POINTING ABOUT 90 DEGREES FROM THE STATION.
 CP2549'
 CP2549'REFERENCE MARK NO 4 IS A STANDARD NGS DISK, STAMPED---FLORA 1959 NO 4
 CP2549'1982---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 1 INCH.  IT IS
 CP2549'20.42 METERS (67.0 FEET) NORTHWEST OF A POWER POLE, 6.10 METER (20.0
 CP2549'FEET) NORTHOF THE CENTER OF GRAVEL ROAD, 2.44 METERS (8.0 FEET) SOUTH
 CP2549'OF THE EDGE OF A SAND PIT, 2.13 METERS (7.0 FEET) SOUTHEST OF AN
 CP2549'8-INCH CHINABERRY TREE AND 0.45 METER (1.5 FEET) SOUT OF A METAL
 CP2549'WITNESS POST AND SIGN.
 CP2549
 CP2549                          STATION RECOVERY (1988)
 CP2549
 CP2549'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CP2549'RECOVERED IN GOOD CONDITION.
 CP2549
 CP2549                          STATION RECOVERY (2007)
 CP2549
 CP2549'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2007 (JC)
 CP2549'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2547 ***********************************************************************
 CP2547  DESIGNATION -  FLORA MUNICIPAL WATER TANK
 CP2547  PID         -  CP2547
 CP2547  STATE/COUNTY-  MS/MADISON
 CP2547  USGS QUAD   -  FLORA (1988)
 CP2547
 CP2547                         *CURRENT SURVEY CONTROL
 CP2547  ___________________________________________________________________
 CP2547* NAD 83(1993)-  32 32 37.63262(N)    090 18 38.07983(W)     ADJUSTED  
 CP2547* NAVD 88     -              **(meters)            **(feet)            
 CP2547  ___________________________________________________________________
 CP2547  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CP2547  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CP2547  HORZ ORDER  -  THIRD
 CP2547
 CP2547.The horizontal coordinates were established by classical geodetic methods
 CP2547.and adjusted by the National Geodetic Survey in May 1994.
 CP2547
 CP2547
 CP2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2547
 CP2547.The geoid height was determined by GEOID03.
 CP2547
 CP2547;                    North         East     Units Scale Factor Converg.
 CP2547;SPC MS W     -   337,447.896   702,137.354   MT  0.99995006   +0 00 44.1
 CP2547;SPC MS W     - 1,107,110.31  2,303,595.64   sFT  0.99995006   +0 00 44.1
 CP2547;UTM  15      - 3,603,903.033   752,558.970   MT  1.00038663   +1 26 51.1
 CP2547
 CP2547                          SUPERSEDED SURVEY CONTROL
 CP2547
 CP2547  NAD 83(1986)-  32 32 37.64761(N)    090 18 38.07580(W) AD(       ) 4
 CP2547  NAD 27      -  32 32 37.14300(N)    090 18 37.74700(W) AD(       ) 3
 CP2547
 CP2547.Superseded values are not recommended for survey control.
 CP2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2547.See file dsdata.txt to determine how the superseded data were derived.
 CP2547
 CP2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5255903903(NAD 83)
 CP2547_MARKER: 53 = ELEVATED TANK
 CP2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2547+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 CP2547
 CP2547  HISTORY     - Date     Condition        Report By
 CP2547  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2547  HISTORY     - 1959     GOOD             CGS
 CP2547  HISTORY     - 1960     GOOD             CGS
 CP2547  HISTORY     - 1964     GOOD             CGS
 CP2547  HISTORY     - 19890510 GOOD             MSHD
 CP2547  HISTORY     - 20061111 GOOD             MSSU
 CP2547
 CP2547                          STATION DESCRIPTION
 CP2547
 CP2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2547'STATION IS THE FINIAL AT THE APEX OF THE TANK.  IT IS AN ELEVATED
 CP2547'TANK WITH A CONE SHAPED TOP AND HEMISPHERICAL BOTTOM SUPPORTED
 CP2547'BY FOUR LACED CHANNEL COLUMNS, PAINTED ALUMINUM IN COLOR AND
 CP2547'90 FEET HIGH.  IT IS IN THE NORTHEAST PART OF TOWN AND ABOUT
 CP2547'0.15 MILE EAST OF U.S. HIGHWAY 49.
 CP2547
 CP2547                          STATION RECOVERY (1959)
 CP2547
 CP2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2547'RECOVERED IN GOOD CONDITION.
 CP2547
 CP2547                          STATION RECOVERY (1960)
 CP2547
 CP2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (BGC)
 CP2547'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 CP2547
 CP2547                          STATION RECOVERY (1964)
 CP2547
 CP2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2547'THE STATION WAS VISITED AUGUST, 1964 AND FOUND IN GOOD CONDITION.
 CP2547'
 CP2547'THE DESCRIPTION IS ADEQUATE.
 CP2547
 CP2547                          STATION RECOVERY (1989)
 CP2547
 CP2547'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2547'STATION WAS VISITED AND FOUND IN GOOD CONDITION. THE DESCRIPTION BY
 CP2547'O.S.R. 1959 IS ADEQUATE EXCEPT FOR THE FOLLOWING. THE TANK IS ABOUT
 CP2547'91.44 M (300.0 FT) NORTH OF STATE HIGHWAY 22 IN FLORA, JUST NORTH OF
 CP2547'THE CITY HALL AND ON THE EAST SIDE OF CENTER STREET.
 CP2547
 CP2547                          STATION RECOVERY (2006)
 CP2547
 CP2547'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (ACH)
 CP2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2631 ***********************************************************************
 CP2631  DESIGNATION -  FLORENCE RESET
 CP2631  PID         -  CP2631
 CP2631  STATE/COUNTY-  MS/RANKIN
 CP2631  USGS QUAD   -  FLORENCE (1980)
 CP2631
 CP2631                         *CURRENT SURVEY CONTROL
 CP2631  ___________________________________________________________________
 CP2631* NAD 83(1993)-  32 10 06.93369(N)    090 10 02.35714(W)     ADJUSTED  
 CP2631* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CP2631  ___________________________________________________________________
 CP2631  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CP2631  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2631  HORZ ORDER  -  FIRST
 CP2631
 CP2631.The horizontal coordinates were established by classical geodetic methods
 CP2631.and adjusted by the National Geodetic Survey in May 1994.
 CP2631
 CP2631.The orthometric height was scaled from a topographic map.
 CP2631
 CP2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2631
 CP2631.The geoid height was determined by GEOID03.
 CP2631
 CP2631;                    North         East     Units Scale Factor Converg.
 CP2631;SPC MS W     -   295,855.397   715,657.441   MT  0.99995302   +0 05 18.2
 CP2631;SPC MS W     -   970,652.25  2,347,952.79   sFT  0.99995302   +0 05 18.2
 CP2631;UTM  15      - 3,562,640.507   767,118.366   MT  1.00048002   +1 30 32.6
 CP2631
 CP2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2631!SPC MS W     -   0.99998405  x   0.99995302  =   0.99993707
 CP2631!UTM  15      -   0.99998405  x   1.00048002  =   1.00046406
 CP2631
 CP2631|---------------------------------------------------------------------|
 CP2631| PID    Reference Object                     Distance      Geod. Az  |
 CP2631|                                                           dddmmss.s |
 CP2631| AI2827 FLORENCE RM 1                        24.004 METERS 05503     |
 CP2631| AI4182 FLORENCE AZ MK 2                                   09811     |
 CP2631| AI4181 FLORENCE AZ MK                                     1322700.6 |
 CP2631| AI2828 FLORENCE RM 3                                      16214     |
 CP2631| CP2633 AMBER AIRWAY 5 BEACON 14            APPROX. 1.5 KM 2511224.7 |
 CP2631| AI4183 FLORENCE RM 2                        24.343 METERS 33226     |
 CP2631|---------------------------------------------------------------------|
 CP2631
 CP2631                          SUPERSEDED SURVEY CONTROL
 CP2631
 CP2631  NAD 83(1986)-  32 10 06.94796(N)    090 10 02.35295(W) AD(       ) 1
 CP2631  NAD 27      -  32 10 06.41000(N)    090 10 02.03800(W) AD(       ) 1
 CP2631
 CP2631.Superseded values are not recommended for survey control.
 CP2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2631.See file dsdata.txt to determine how the superseded data were derived.
 CP2631
 CP2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6711862641(NAD 83)
 CP2631_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2631_STAMPING: FLORENCE 1945 1990
 CP2631_MARK LOGO: NGS   
 CP2631_PROJECTION: RECESSED 5 CENTIMETERS
 CP2631_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2631+STABILITY: SURFACE MOTION
 CP2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2631+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CP2631
 CP2631  HISTORY     - Date     Condition        Report By
 CP2631  HISTORY     - 1990     MONUMENTED       NGS
 CP2631
 CP2631                          STATION DESCRIPTION
 CP2631
 CP2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (DDR)
 CP2631'THE STATION UNDERGROUND MARK, REFERENCE MARK NO.1, REFERENCE MARK NO.3
 CP2631'AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION
 CP2631'SURFACE MARK WAS FOUND DESTROYED.  A NEW STATION SURFACE MARK WAS
 CP2631'ESTABLISHED AT THIS TIME AND THE AZIMUTH MARK WAS POSITIONED.
 CP2631'STATION IS LOCATED 2.5 MI (4.0 KM) NORTHWEST OF FLORENCE, 0.2 MI (0.3
 CP2631'KM) NORTHEAST OF HOOVER LAKE, IN EAST END OF A TRIANGLE FORMED BY THE
 CP2631'INTERSECTION OF ROADS.
 CP2631'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 469 AT
 CP2631'FLORENCE, GO WEST ON STATE HIGHWAY 469 FOR 0.4 MI (0.6 KM) TO TRAFFIC
 CP2631'LIGHT AND MAIN CROSSROAD IN FLORENCE, GO STRAIGHT AHEAD WEST ON PAVED
 CP2631'ROAD FOR 2.4 MI (3.9 KM) TO A FORK, TAKE THE LEFT FORK FOR 0.15 MI
 CP2631'(0.24 KM) TO A FORK AND STATION AS DESCRIBED.
 CP2631'STATION MARK IS A STANDARD NGS DISK, STAMPED---FLORENCE 1945
 CP2631'1990---SET IN TOP OF A ROUND CONCRETE POST, 2 INCHES BELOW THE SURFACE
 CP2631'OF GROUND.  IT IS IN THE EAST CORNER OF A TRIANGLE FORMED BY ROAD
 CP2631'INTERSECTION, 77.5 FT (23.6 M) WEST OF A METAL POST WITH YIELD SIGN,
 CP2631'76.0 FT (23.2 M) NORTH NORTHWEST OF POWER POLE NO.140, 75.0 FT (22.9
 CP2631'M) NORTH NORTHEAST OF POWER POLE NO.141, 66.0 FT (20.1 M) SOUTHWEST OF
 CP2631'METAL TELEPHONE CABLE BOX, 56.0 FT (17.1 M) NORTHWEST OF THE CENTER
 CP2631'NORTHEAST-SOUTHWEST ROAD AND 31.0 FT (9.4 M) SOUTH OF CENTER EAST-WEST
 CP2631'ROAD.
 CP2631'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---FLORENCE NO 1
 CP2631'1945---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 2 INCHES ABOVE
 CP2631'GROUND.  IT IS IN SOUTH EDGE OF WOODS, 24.0 FT (7.3 M) NORTH OF THE
 CP2631'CENTER OF EAST-WEST ROAD, 17.5 FT (5.3 M) EAST NORTHEAST OF A METAL
 CP2631'TELEPHONE CABLE BOX AND 1.O FT WEST OF A METAL WITNESS POST NA D SIGN.
 CP2631'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---FLORENCE 1945 NO 3
 CP2631'1977---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT
 CP2631'IS 24.0 FT (7.3 M) SOUTHEAST OF THE CENTER OF NORTHEAST-SOUTHWEST
 CP2631'ROAD, 22.0 FT (6.7 M) NORTHEAST OF A 20 INCH OAK TREE, 4.0 FT (1.2 M)
 CP2631'SOUTHEAST OF POWER POLE NO.140 AND 1.0 FT (0.3 M) WEST OF A METAL
 CP2631'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1534 ***********************************************************************
 BV1534  DESIGNATION -  FOLEY
 BV1534  PID         -  BV1534
 BV1534  STATE/COUNTY-  MS/PERRY
 BV1534  USGS QUAD   -  RHODES (1964)
 BV1534
 BV1534                         *CURRENT SURVEY CONTROL
 BV1534  ___________________________________________________________________
 BV1534* NAD 83(1993)-  31 23 51.59786(N)    088 58 26.50173(W)     ADJUSTED  
 BV1534* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BV1534  ___________________________________________________________________
 BV1534  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BV1534  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BV1534  HORZ ORDER  -  SECOND
 BV1534
 BV1534.The horizontal coordinates were established by classical geodetic methods
 BV1534.and adjusted by the National Geodetic Survey in May 1994.
 BV1534
 BV1534.The orthometric height was scaled from a topographic map.
 BV1534
 BV1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1534
 BV1534.The geoid height was determined by GEOID03.
 BV1534
 BV1534;                    North         East     Units Scale Factor Converg.
 BV1534;SPC MS E     -   210,373.474   286,619.782   MT  0.99995221   -0 04 23.9
 BV1534;SPC MS E     -   690,200.31    940,351.73   sFT  0.99995221   -0 04 23.9
 BV1534;UTM  16      - 3,475,359.489   312,316.765   MT  1.00003449   -1 01 43.4
 BV1534
 BV1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1534!SPC MS E     -   0.99999447  x   0.99995221  =   0.99994668
 BV1534!UTM  16      -   0.99999447  x   1.00003449  =   1.00002896
 BV1534
 BV1534:                Primary Azimuth Mark                     Grid Az
 BV1534:SPC MS E     -  OMAR                                     122 04 09.9
 BV1534:UTM  16      -  OMAR                                     123 01 29.4
 BV1534
 BV1534|---------------------------------------------------------------------|
 BV1534| PID    Reference Object                     Distance      Geod. Az  |
 BV1534|                                                           dddmmss.s |
 BV1534| BV1531 OMAR                                421.475 METERS 1215946.0 |
 BV1534| CF9742 FOLEY RM 1                           11.550 METERS 17425     |
 BV1534| CF9743 FOLEY RM 2                           22.600 METERS 28512     |
 BV1534|---------------------------------------------------------------------|
 BV1534
 BV1534                          SUPERSEDED SURVEY CONTROL
 BV1534
 BV1534  NAD 83(1993)-  31 23 51.61096(N)    088 58 26.49916(W) AD(       ) 2
 BV1534  NAD 83(1986)-  31 23 51.61153(N)    088 58 26.50025(W) AD(       ) 2
 BV1534  NAD 27      -  31 23 50.98300(N)    088 58 26.30600(W) AD(       ) 2
 BV1534
 BV1534.Superseded values are not recommended for survey control.
 BV1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1534.See file dsdata.txt to determine how the superseded data were derived.
 BV1534
 BV1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1231775359(NAD 83)
 BV1534_MARKER: DS = TRIANGULATION STATION DISK
 BV1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1534
 BV1534  HISTORY     - Date     Condition        Report By
 BV1534  HISTORY     - 1921     MONUMENTED       CGS
 BV1534  HISTORY     - 1964     SEE DESCRIPTION  USGS
 BV1534  HISTORY     - 1966     SEE DESCRIPTION  MSHD
 BV1534  HISTORY     - 1968     SEE DESCRIPTION  REGIS
 BV1534
 BV1534                          STATION DESCRIPTION
 BV1534
 BV1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1534'STATION IS 4-1/4 MILES N OF RICHTON ON W (LEFT) SIDE OF TRACK, 250
 BV1534'METERS S OF FLAG STATION FOLEY, 150 METERS N OF MILEPOST 86, AND 1.3
 BV1534'METERS E OF W RAILROAD PROPERTY FENCE LINE AT FIRST CUT S OF SAID
 BV1534'FLAG STOP, 13.19 METERS (43.27 FEET) W OF W AND NEAREST RAIL.
 BV1534'
 BV1534'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BV1534'CONCRETE.
 BV1534'
 BV1534'REFERENCE MARKS ARE ON SAME SIDE OF TRACK W OF SAID FENCE LINE, SAID
 BV1534'REFERENCE MARKS ARE TRIANGULAR BLAZES IN PINE TREES WITH NAIL IN
 BV1534'CENTER OF EACH.
 BV1534
 BV1534                          STATION RECOVERY (1964)
 BV1534
 BV1534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BV1534'STATION HAS BEEN DESTROYED. FOUND UPROOTED AND LYING ON GROUND.
 BV1534
 BV1534                          STATION RECOVERY (1966)
 BV1534
 BV1534'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1534'THE STATION WAS VISITED 1-20-66 AND THE STATION SURFACE MARK HAD BEEN
 BV1534'DESTROYED. THE SUBSURFACE MARK WAS FOUND IN GOOD CONDITION.
 BV1534'
 BV1534'THE STATION IS REACHED FROM THE FRONT ENTRANCE OF THE U.S. POST
 BV1534'OFFICE IN RICHTON GO NORTH ON HIGHWAY 15 FOR 4.15 MILES TO A GRAVEL
 BV1534'CROSSROADS, TURN LEFT AND GO 1.85 MILES ACROSS THE RAILROAD TRACK
 BV1534'AND A TRACK ROAD PARALLELING THE RAILROAD TRACK ON THE LEFT, TURN
 BV1534'LEFT AND GO 0.35 MILES TO THE SUBSURFACE MARK ON THE RIGHT. THE
 BV1534'SURFACE MARK WAS LAYING ON ITS SIDE ON TOP OF THE GROUND AND THE
 BV1534'DISK WAS RECLAIMED. THE STATION DISK IS STMAPED FOLEY (1921) AND 2
 BV1534'FEET BELOW THE GROUND.
 BV1534'
 BV1534'IT IS 43 FEET WEST OF WEST RAIL, 11 FEET EAST OF A 14 INCH BLAZED
 BV1534'PINE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 BV1534
 BV1534                          STATION RECOVERY (1968)
 BV1534
 BV1534'RECOVERY NOTE BY ST REGIS PAPER COMPANY 1968 (VLC)
 BV1534'FOLEY 1921 GOOD.
 BV1534'
 BV1534'THE SURFACE MARK HAD BEEN DESTROYED, HOWEVER, THE UNDERGROUND MARK
 BV1534'WAS FOUND IN GOOD CONDITION. THE REFERENCE POINTS ALSO HAVE BEEN
 BV1534'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0360 ***********************************************************************
 BH0360  DESIGNATION -  FONTAINE
 BH0360  PID         -  BH0360
 BH0360  STATE/COUNTY-  MS/JACKSON
 BH0360  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0360
 BH0360                         *CURRENT SURVEY CONTROL
 BH0360  ___________________________________________________________________
 BH0360* NAD 83(1993)-  30 23 45.04280(N)    088 45 11.77745(W)     ADJUSTED  
 BH0360* NAVD 88     -         6.176  (meters)      20.26   (feet)  ADJUSTED  
 BH0360  ___________________________________________________________________
 BH0360  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BH0360  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0360  DYNAMIC HT  -           6.168 (meters)      20.24  (feet)  COMP
 BH0360  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BH0360  OBS GRAVITY -     979,320.7   (mgal)                       GRAV_OBS
 BH0360
 BH0360  HORZ ORDER  -  SECOND
 BH0360  VERT ORDER  -  FIRST     CLASS I
 BH0360
 BH0360.The horizontal coordinates were established by classical geodetic methods
 BH0360.and adjusted by the National Geodetic Survey in May 1994.
 BH0360
 BH0360.The orthometric height was determined by differential leveling
 BH0360.and adjusted in June 1991.
 BH0360
 BH0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0360
 BH0360.The geoid height was determined by GEOID03.
 BH0360
 BH0360.The dynamic height is computed by dividing the NAVD 88
 BH0360.geopotential number by the normal gravity value computed on the
 BH0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0360.degrees latitude (g = 980.6199 gals.).
 BH0360
 BH0360.The modeled gravity was interpolated from observed gravity values.
 BH0360.The observed gravity was obtained from relative gravimeter ties
 BH0360.to the IGSN71 gravity network.
 BH0360
 BH0360;                    North         East     Units Scale Factor Converg.
 BH0360;SPC MS E     -    99,303.610   307,693.642   MT  0.99995073   +0 02 25.8
 BH0360;SPC MS E     -   325,798.59  1,009,491.56   sFT  0.99995073   +0 02 25.8
 BH0360;UTM  16      - 3,363,953.734   331,563.236   MT  0.99995001   -0 53 14.3
 BH0360
 BH0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0360!SPC MS E     -   1.00000348  x   0.99995073  =   0.99995421
 BH0360!UTM  16      -   1.00000348  x   0.99995001  =   0.99995349
 BH0360
 BH0360|---------------------------------------------------------------------|
 BH0360| PID    Reference Object                     Distance      Geod. Az  |
 BH0360|                                                           dddmmss.s |
 BH0360| BH0361 FONTAINE RM 2                        38.512 METERS 11052     |
 BH0360| BH0362 TT 7 T USGS                          12.871 METERS 17852     |
 BH0360| BH0364 FONTAINE AZ MK                      APPROX. 1.0 KM 1791205.9 |
 BH0360| BH2370 OCEAN SPRINGS MUN TANK              APPROX. 7.3 KM 2831029.0 |
 BH0360| BH2374 OCEAN SPRINGS RAD STA WVMI MST      APPROX. 3.7 KM 2863552.4 |
 BH0360|---------------------------------------------------------------------|
 BH0360
 BH0360                          SUPERSEDED SURVEY CONTROL
 BH0360
 BH0360  NAD 83(1993)-  30 23 45.05299(N)    088 45 11.77848(W) AD(       ) 2
 BH0360  NAD 83(1986)-  30 23 45.06577(N)    088 45 11.76762(W) AD(       ) 2
 BH0360  NAD 27      -  30 23 44.34500(N)    088 45 11.67900(W) AD(       ) 2
 BH0360  NGVD 29 (??/??/??)    6.136  (m)           20.13   (f) ADJUSTED    1 1
 BH0360
 BH0360.Superseded values are not recommended for survey control.
 BH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0360.See file dsdata.txt to determine how the superseded data were derived.
 BH0360
 BH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3156363954(NAD 83)
 BH0360_MARKER: DS = TRIANGULATION STATION DISK
 BH0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH0360_STAMPING: FONTAINE 1943
 BH0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0360+STABILITY: SURFACE MOTION
 BH0360
 BH0360  HISTORY     - Date     Condition        Report By
 BH0360  HISTORY     - 1943     MONUMENTED       CGS
 BH0360  HISTORY     - 1950     GOOD             CGS
 BH0360  HISTORY     - 1958     GOOD             CGS
 BH0360  HISTORY     - 1966     GOOD             CGS
 BH0360  HISTORY     - 1968     GOOD             MSHD
 BH0360  HISTORY     - 1968     GOOD             CGS
 BH0360  HISTORY     - 1969     GOOD             CGS
 BH0360  HISTORY     - 1969     GOOD             CGS
 BH0360  HISTORY     - 1973     GOOD             NPS
 BH0360  HISTORY     - 1976     GOOD             NGS
 BH0360  HISTORY     - 1980     GOOD             MSSU
 BH0360  HISTORY     - 19810301 GOOD             MSSU
 BH0360  HISTORY     - 1984     GOOD             LA-051
 BH0360  HISTORY     - 1986     GOOD             NOS
 BH0360  HISTORY     - 1988     GOOD             MSU
 BH0360
 BH0360                          STATION DESCRIPTION
 BH0360
 BH0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH0360'THE STATION IS LOCATED ABOUT 4 MILES E AND 1 MILE S OF OCEAN SPRINGS,
 BH0360'93 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 90, 53 FEET NW OF A
 BH0360'POWER-LINE POLE NO. 406, 5 FEET SW OF A STANDARD REFERENCE POST.  THE
 BH0360'DISK IS STAMPED FONTAINE 1943.
 BH0360'
 BH0360'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE
 BH0360'BRONZE DISKS SET IN CONCRETE.
 BH0360'
 BH0360'A TRAVERSE CONNECTION WAS MADE TO U.S.G.S. B.M. TT 7 T 1940, AND IT
 BH0360'IS 12.878 METERS (42.25 FEET) S OF THE STATION.  THE MARK IS A 7- BY
 BH0360'7-INCH CONCRETE BLOCK THAT PROJECTS 3 INCHES, 51 FEET N OF THE CENTER
 BH0360'LINE OF U.S. HIGHWAY 90, 20.6 FEET NW OF A POWERLINE POLE NO. 406.
 BH0360'THE DISK IS A BRONZE GEOLOGICAL SURVEY DISK AND IS STAMPED TT7T 1940.
 BH0360'
 BH0360'REFERENCE MARK NO. 2 IS 126.34 FEET SE OF THE STATION, 48.5 FEET N OF
 BH0360'THE CENTER LINE OF U.S. HIGHWAY 90.  THE MARK PROJECTS 3 INCHES
 BH0360'AND THE DISK IS STAMPED FONTAINE NO.2 1943.
 BH0360'
 BH0360'THE AZIMUTH MARK IS 0.5 MILE S OF THE STATION, 35 FEET W OF THE
 BH0360'CENTER LINE OF A MACADAM ROAD, 3.6 FEET E OF A N-S FENCE LINE, 2.3
 BH0360'FEET N OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED FONTAINE
 BH0360'1943.
 BH0360'
 BH0360'TO REACH THE STATION FROM THE N END OF THE PASCAGOULA RIVER BRIDGE IN
 BH0360'PASCAGOULA, GO W ON U.S. HIGHWAY 90 FOR 10 MILES TO THE
 BH0360'INTERSECTION OF STATE HIGHWAY 59, CONTINUE ON U.S. HIGHWAY 90 FOR 1.9
 BH0360'MILES TO A T-ROAD LEFT AND STATION ON THE RIGHT.
 BH0360'
 BH0360'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON MACADAM ROAD FOR
 BH0360'0.5 MILE TO THE MARK ON THE RIGHT.
 BH0360'
 BH0360'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BH0360
 BH0360                          STATION RECOVERY (1950)
 BH0360
 BH0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH0360'STATION, TT 7 T (U.S.G.S.) 1940, REFERENCE MARK 2, AND AZIMUTH MARK
 BH0360'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION BY K.B.J. IN
 BH0360'1943 IS ADEQUATE AND COMPLETE.
 BH0360
 BH0360                          STATION RECOVERY (1958)
 BH0360
 BH0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH0360'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 BH0360'IN GOOD CONDITION.  THE 1958 DISTANCES AND DIRECTIONS WERE
 BH0360'THE SAME AS THE 1943 DISTANCES AND DIRECTIONS WITH THE EXCEPTION OF
 BH0360'TT 7 T (USGS) 1943.  A DIFFERENCE OF 12 MINUTES AND 18.0 SECONDS WAS
 BH0360'FOUND IN THE DIRECTION, A NEW TRAVERSE WAS MADE AND A DIFFERENCE OF
 BH0360'0.012 METERS WAS IN THE DISTANCE.  FOLLOWING IS A NEW AND
 BH0360'COMPLETE DESCRIPTION.
 BH0360'
 BH0360'STATION IS LOCATED ABOUT 5 MILES EAST AND 1 MILE SOUTH OF OCEAN
 BH0360'SPRINGS, 2 MILES WEST OF FONTAINEBLEAU AND 93 FEET NORTH OF THE
 BH0360'CENTERLINE OF OLD U.S. HIGHWAY 90, IN THE APPROXIMATE CENTER OF THE
 BH0360'NORTHEAST 1/4 OF SECTION 35, R 8 W, T 7 S.
 BH0360'
 BH0360'STATION IS REACHED FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 90 JUST
 BH0360'NORTHWEST OF THE DEPOT BY GOING SOUTH 0.1 MILE TO A TRAFFIC LIGHT
 BH0360'IN OCEAN SPRINGS AND THE OCEAN SPRINGS STATE BANK, TURN LEFT AND
 BH0360'FOLLOW OLD U.S. HIGHWAY 90 EAST 5.2 MILES TO A SURFACED ROAD RIGHT
 BH0360'AND THE STATION ON THE LEFT.  THE STATION AND TT 7 T (USGS) 1943 ARE
 BH0360'ON THE EXTENDED CENTERLINE OF THE SURFACED ROAD LEADING SOUTH.
 BH0360'
 BH0360'STATION MARKS ARE STANDARD DISKS STAMPED FONTAINE 1943.  THE SURFACE
 BH0360'DISK IS SET IN A 11 INCH SQUARE CONCRETE POST PROJECTING 3
 BH0360'INCHES.  IT IS 93 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 90
 BH0360'AND 114 FEET NORTH-NORTHWEST OF POWERLINE POLE 302.  NO WITNESS
 BH0360'POST WAS SET.
 BH0360'
 BH0360'TT 7 T (USGS) 1943 IS A STANDARD BRONZE U.S. GEOLOGICAL SURVEY DISK
 BH0360'SET IN A 7 INCH SQUARE CONCRETE POST PORJECTING 3 INCHES AND IS
 BH0360'STAMPED TT 7 T 1940.  IT IS 51 FEET NORTH OF THE CENTERLINE OF THE
 BH0360'HIGHWAY AND 73 FEET NORTH-NORTHWEST OF POWERLINE POLE 302.
 BH0360'
 BH0360'REFERENCE MARK 2 IS A STANDARD DISK SET IN AN 11 INCH SQUARE CONCRETE
 BH0360'POST PROJECTING 3 INCHES AND IS STAMPED FONTAINE NO 2 1943.  IT IS
 BH0360'48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 110 FEET NORTHEAST
 BH0360'OF POWERLINE POLE 302.
 BH0360'
 BH0360'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH ON THE
 BH0360'SURFACED SIDE ROAD 0.6 MILE TO A GATE AND THE MARK ON THE RIGHT AT A
 BH0360'POINT WHERE THE ROAD MAKES A SLIGHT CURVE LEFT, EAST.  THE MARK IS A
 BH0360'STANDARD DISK SET IN A 11 INCH SQUARE CONCRETE POST PROJECTING 6
 BH0360'INCHES AND IS STAMPED FONTAINE 1943.  IT IS 44 FEET SOUTH OF THE
 BH0360'SOUTH GATEPOST, 35 FEET WEST OF THE CENTER OF THE SURFACED ROAD AND
 BH0360'3.5 FEET EAST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE LINE.  A 4 INCH BY
 BH0360'4 INCH WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 BH0360'
 BH0360'HEIGHT OF LIGHT. 34 METERS.
 BH0360
 BH0360                          STATION RECOVERY (1966)
 BH0360
 BH0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH0360'THE STATION, R. M. 2 AND STATION TT 7 T WERE RECOVERED IN GOOD
 BH0360'CONDITION AS DESCRIBED IN THE 1958 RECOVERY NOTE BY O. S. R.
 BH0360
 BH0360                          STATION RECOVERY (1968)
 BH0360
 BH0360'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH0360'THE STATION WAS VISITED 7-31-68 AND THE STATION MARK, REFERENCE MARK,
 BH0360'NO. 1 , NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH0360'
 BH0360'THE STATION IS LOCATED 2.1 MILES SOUTHWEST OF FOUNTAINEBLEAU AND 4.6
 BH0360'MILES SOUTHEAST OF OCEAN SPRINGS IN THE NORTHEAST 1/4 OF SECTION
 BH0360'35, T 7S, R 8W.  IT IS 93 FEET NORTH OF THE CENTER OF OLD U. S.
 BH0360'HIGHWAY 90, 76 FEET NORTHWEST OF POWER LINE POLE NO. 302, 62 FEET
 BH0360'NORTH NORTHWEST OF THE NORTH POST OF THE BELLE FOUNTAIN BAPTIST
 BH0360'CHURCH SIGN, 147 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BH0360'CYCLONE FENCE AROUND A SMALL AIR PORT, 2 FEET WEST OF THE PROJECTED
 BH0360'CENTER OF A BLACKTOP ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND
 BH0360'93 FEET NORTH OF THE CENTER OF A T INTERSECTION.
 BH0360'
 BH0360'IT IS A STANDARD TRIANGULATION DISK, STAMPED FOUNTAINE 1943
 BH0360'PROJECTING 1 INCH.
 BH0360'
 BH0360'REFERENCE MARK NO. 1 IS 42.21 FEET SOUTH OF THE STATION.  IT IS 51
 BH0360'FEET NORTH OF THE CENTER OF OLD U. S. HIGHWAY 93, 55 FEET WEST
 BH0360'NORTHWEST OF POWER LINE POLE NO. 302, 20 FEET NORTH OF THE NORTH POST
 BH0360'OF THE BELLE FOUNTAIN BAPTIST CHURCH SIGN, 1.5 FEET WEST OF THE
 BH0360'PROJECTED CENTER LINE OF A BLACKTOP ROAD AND 1 FOOT NORTH OF A METAL
 BH0360'WITNESS POST.  IT IS A STANDARD USGS BENCH MARK STAMPED TT 7T
 BH0360'1940 PROJECTING 6 INCHES.
 BH0360'
 BH0360'REFERENCE MARK NO. 2 IS 126.35 FEET EAST SOUTHEAST OF THE STATION.
 BH0360'IT IS 48 FEET NORTH OF THE CENTER OF OLD U. S.  HIEHGWAY 90, 64
 BH0360'FEET NORTHEAST OF POWER LINE POLE NO. 302 AND 1 FOOT NORTH OF A METAL
 BH0360'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 BH0360'FOUNTAINE NO 2 1943 PROJECTING 4 INCHES.
 BH0360'
 BH0360'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 117.35 FEET.
 BH0360'
 BH0360'THE AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION.  IT IS 33.5 FEET
 BH0360'WEST SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 11 FEET EAST OF A
 BH0360'CYCLONE FENCE, 86 FEET EAST OF THE PROJECTED CENTER OF A NORTH-SOUTH
 BH0360'RUNWAY AND 1 FOOT EAST OF A METAL WITNESS POST. THE
 BH0360'STATION IS VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH MARK
 BH0360'DISK, STAMPED FOUNTAINE 1943 PROJECTING 6 INCHES.
 BH0360'
 BH0360'TO REACH THE STATION FROM THE DRAW BRIDGE OVER BILOXI BAY AT THE
 BH0360'SOUTHWEST EDGE OF OCEAN SPRINGS GO NORTHEAST OF U. S.  HIGHWAY 90
 BH0360'FOR 1.3 MILES TO A TRAFFIC LIGHT JUST NORTHWEST OF THE RAILROAD
 BH0360'STATION IN OCEAN SPRINGS.  CONTINUE EAST ON U. S. HIGHWAY 90 FOR
 BH0360'4.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (SOUTH) AND CONTINUE ON A
 BH0360'BLACKTOP ROAD FOR 0.8 MILE TO A CROSSROADS.  TURN LEFT (EAST)
 BH0360'AND CONTINUE ON OLD U. S. HIGHWAY 90 FOR 0.25 MILE TO A SIDE ROAD
 BH0360'RIGHT ON THE EAST SIDE OF A RUNWAY AND THE STATION ON THE LEFT
 BH0360'AS DESCRIBED.  TO REACH THE AZIMUTH, TURN RIGHT (SOUTH) AND
 BH0360'CONTINUE ON A BLACKTOP ROAD FOR 0.55 MILE TO WHERE THE ROAD CURVES
 BH0360'LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
 BH0360'
 BH0360'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN- 2.1 MILES SOUTHWEST
 BH0360'OF FOUNTAINEBLEAU.
 BH0360
 BH0360                          STATION RECOVERY (1968)
 BH0360
 BH0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 BH0360'THE STATION RM 2, THE AZIMUTH MARK AND USGS MARK TT 7 T WERE ALL
 BH0360'RECOVERED AND IN GOOD CONDITION.
 BH0360'
 BH0360'THE STATION MAY BE REACHED BY GOING 4.2 MILES EAST ALONG THE
 BH0360'LOUISVILLE AND NASHVILLE RAILROAD FROM THE RR STATION AT OCEAN
 BH0360'SPRINGS, THENCE 0.75 MILE SOUTH ALONG A BLACK TOPPED ROAD, THENCE
 BH0360'0.25 MILES EAST ALONG A BLACK TOPPED ROAD, NEAR THE NORTHEAST
 BH0360'CORNER OF THE GULFPORT ESTATES AIRPORT, 93 FEET NORTH OF THE CENTER
 BH0360'OF THE JUNCTION OF THE EAST-WEST ROAD AND A BLACK TOPPED
 BH0360'LEADING SOUTH, 3 FEET WEST OF THE EXTENDED CENTER LINE OF ROAD SOUTH,
 BH0360'76 FEET NORTHWEST OF POWER LINE POLE 302, 1 FOOT NORTH OF A
 BH0360'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, IN SECTION 35, R 8 W
 BH0360'T 7 S, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BH0360'THE LEVEL OF THE GROUND.
 BH0360'
 BH0360'RM 2 IS 126.2 FEET SOUTHEAST OF THE STATION, 48 FEET NORTH OF THE
 BH0360'CENTER LINE OF THE EAST-WEST ROAD, SET IN TOP OF CONCRETE POST
 BH0360'PROJECTING 3 INCHES ABOVE THE GROUND.
 BH0360'
 BH0360'TT 7 T (USGS) MARK IS 41.9 FEET SOUTH OF THE STATION, 51 FEET NORTH
 BH0360'OF THE CENTER OF THE ROAD JUNCTION AND SET IN THE TOP OF A
 BH0360'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0360'
 BH0360'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION MARK.
 BH0360'
 BH0360'AT THE AIRPORT, NEAR THE SOUTHEAST CORNER OF THE AIRPORT, 51 FEET
 BH0360'EAST OF THE SOUTHEAST CORNER LIGHT OF THE RUNWAY LIGHTS, 11
 BH0360'FEET EAST OF A CHAIN LINK FENCE, 75 FEET NORTH OF THE SOUTH END OF
 BH0360'THE FENCE, ABOUT 0.25 MILE SOUTHEAST OF AND ACROSS THE RUNWAY FROM
 BH0360'THE ADMINISTRATION BUILDING, 0.2 FOOT EAST OF A METAL WITNESS POST
 BH0360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 BH0360'THE LEVEL OF THE GROUND.
 BH0360
 BH0360                          STATION RECOVERY (1969)
 BH0360
 BH0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH0360'RECOVERED.  THE STATION, R. M. 2, STATION TT 7 T (USGS) 1940 AND THE
 BH0360'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  STATION TT 7 T
 BH0360'(USGS) 1940 HAS A METAL WITNESS POST IN FRONT AND A WOOD WITNESS POST
 BH0360'BEHIND ABOUT 1 FOOT SOUTH AND NORTH RESPECTIVELY.  THE AZIMUTH MARK
 BH0360'ALSO HAS A METAL WITNESS POST IN FRONT AND A 4 INCH BY 4 INCH WOOD
 BH0360'WHITE POST ABOUT 1 FOOT WEST AND EAST OF THE STATION.  R. M. 2
 BH0360'HAS A METAL WITNESS POST.  THE DESCRIPTION BY O. S. R., 1958 IS
 BH0360'ADEQUATE.
 BH0360
 BH0360                          STATION RECOVERY (1969)
 BH0360
 BH0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH0360'5.2 MI SE FROM OCEAN SPRINGS.
 BH0360'ABOUT 4.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0360'THE STATION AT OCEAN SPRINGS, THENCE 0.75 MILE SOUTH ALONG A BLACK
 BH0360'TOPPED ROAD, THENCE 0.25 MILE EAST ALONG A BLACK TOPPED ROAD, NEAR THE
 BH0360'NORTHEAST CORNER OF THE GULFPORT ESTATES AIRPORT, 93 FEET NORTH OF THE
 BH0360'CENTER OF THE JUNCTION OF A BLACK TOP ROAD WHICH LEADS SOUTH ALONG THE
 BH0360'EAST SIDE OF THE AIRPORT, 3 FEET WEST OF THE EXTENDED CENTER LINE OF
 BH0360'THE ROAD LEADING SOUTH, 76 FEET NORTHWEST OF POWER LINE POLE 302, 1
 BH0360'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, IN
 BH0360'SECTION 35, R 8 W, T 7 S, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BH0360'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0360
 BH0360                          STATION RECOVERY (1973)
 BH0360
 BH0360'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GAG)
 BH0360'RECOVERED BY GALA A. GRETERMAN, CIVIL ENGR. FOR NATIONAL PARK
 BH0360'SERVICE, DENVER SERVICE CENTER.
 BH0360'
 BH0360'FOUNTAINE 1943 GOOD.
 BH0360'
 BH0360'ALSO RECOVERED NEARBY USGS MARK TT 7 T 1940 IN GOOD CONDITION, MADE
 BH0360'NO SEARCH FOR RM 2 OR AZ. MARK.  THE 1968 DESCRIPTIONS ARE
 BH0360'ADEQUATE.
 BH0360
 BH0360                          STATION RECOVERY (1976)
 BH0360
 BH0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH0360'STATION, REFERENCE MARK 2 AND TT 7T (USGS) AND AZIMUTH MARK WERE
 BH0360'RECOVERED AND FOUND IN GOOD CONDITION.
 BH0360'
 BH0360'THE 1968 DESCRIPTION IS ADEQUATE.
 BH0360'
 BH0360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0360'4-1/2 MILES SE OF OCEAN SPRINGS.
 BH0360
 BH0360                          STATION RECOVERY (1980)
 BH0360
 BH0360'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 BH0360'STATION, RM 1, RM 2 AND AZIMUTH MARKS RECOVERED IN GOOD
 BH0360'CONDITION.
 BH0360
 BH0360                          STATION RECOVERY (1981)
 BH0360
 BH0360'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0360'RECOVERED IN GOOD CONDITION.
 BH0360
 BH0360                          STATION RECOVERY (1984)
 BH0360
 BH0360'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH0360'RECOVERED IN GOOD CONDITION.
 BH0360
 BH0360                          STATION RECOVERY (1986)
 BH0360
 BH0360'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH0360'THE STATION WAS RECOVERED AT THIS DATE.
 BH0360'REFERENCE MARK NO 2 WAS ALSO RECOVERED.  THE DESCRIPTION IS
 BH0360'ADEQUET.
 BH0360'
 BH0360'RECOVERED BY R DECROIX.
 BH0360
 BH0360                          STATION RECOVERY (1988)
 BH0360
 BH0360'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (MS)
 BH0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0364 ***********************************************************************
 BH0364  DESIGNATION -  FONTAINE AZ MK
 BH0364  PID         -  BH0364
 BH0364  STATE/COUNTY-  MS/JACKSON
 BH0364  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0364
 BH0364                         *CURRENT SURVEY CONTROL
 BH0364  ___________________________________________________________________
 BH0364* NAD 83(1993)-  30 23 13.05978(N)    088 45 11.26337(W)     ADJUSTED  
 BH0364* NAVD 88     -         6.383  (meters)      20.94   (feet)  ADJUSTED  
 BH0364  ___________________________________________________________________
 BH0364  X           -     119,826.613 (meters)                     COMP
 BH0364  Y           -  -5,505,360.047 (meters)                     COMP
 BH0364  Z           -   3,207,439.639 (meters)                     COMP
 BH0364  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BH0364  ELLIP HEIGHT-         -22.023 (meters)          (09/30/02) ADJUSTED
 BH0364  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH0364  DYNAMIC HT  -           6.374 (meters)      20.91  (feet)  COMP
 BH0364  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BH0364  OBS GRAVITY -     979,320.3   (mgal)                       GRAV_OBS
 BH0364
 BH0364  HORZ ORDER  -  FIRST
 BH0364  VERT ORDER  -  FIRST     CLASS I
 BH0364  ELLP ORDER  -  FOURTH    CLASS I
 BH0364
 BH0364.The horizontal coordinates were established by GPS observations
 BH0364.and adjusted by the National Geodetic Survey in May 1994.
 BH0364
 BH0364.The orthometric height was determined by differential leveling
 BH0364.and adjusted in June 1991.
 BH0364
 BH0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0364
 BH0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0364
 BH0364.The ellipsoidal height was determined by GPS observations
 BH0364.and is referenced to NAD 83.
 BH0364
 BH0364.The geoid height was determined by GEOID03.
 BH0364
 BH0364.The dynamic height is computed by dividing the NAVD 88
 BH0364.geopotential number by the normal gravity value computed on the
 BH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0364.degrees latitude (g = 980.6199 gals.).
 BH0364
 BH0364.The modeled gravity was interpolated from observed gravity values.
 BH0364.The observed gravity was obtained from relative gravimeter ties
 BH0364.to the IGSN71 gravity network.
 BH0364
 BH0364;                    North         East     Units Scale Factor Converg.
 BH0364;SPC MS E     -    98,318.777   307,708.062   MT  0.99995073   +0 02 26.1
 BH0364;SPC MS E     -   322,567.52  1,009,538.87   sFT  0.99995073   +0 02 26.1
 BH0364;UTM  16      - 3,362,968.798   331,561.709   MT  0.99995002   -0 53 13.2
 BH0364
 BH0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0364!SPC MS E     -   1.00000346  x   0.99995073  =   0.99995419
 BH0364!UTM  16      -   1.00000346  x   0.99995002  =   0.99995348
 BH0364
 BH0364                          SUPERSEDED SURVEY CONTROL
 BH0364
 BH0364  ELLIP H (05/13/94)  -21.884  (m)                       GP(       ) 4 1
 BH0364  ELLIP H (01/21/93)  -21.964  (m)                       GP(       ) 4 2
 BH0364  NAD 83(1993)-  30 23 13.06904(N)    088 45 11.26475(W) AD(       ) 1
 BH0364  NAD 83(1986)-  30 23 13.08089(N)    088 45 11.25387(W) AD(       ) 3
 BH0364  NAD 83(1986)-  30 23 13.07688(N)    088 45 11.26000(W) AD(       ) 1
 BH0364  NAD 27      -  30 23 12.36826(N)    088 45 11.16414(W) AD(       ) 3
 BH0364  NGVD 29 (??/??/??)    6.343  (m)           20.81   (f) ADJUSTED    1 1
 BH0364
 BH0364.Superseded values are not recommended for survey control.
 BH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0364.See file dsdata.txt to determine how the superseded data were derived.
 BH0364
 BH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3156262969(NAD 83)
 BH0364_MARKER: DZ = AZIMUTH MARK DISK
 BH0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0364_SP_SET: SQUARE CONCRETE MONUMENT
 BH0364_STAMPING: FONTAINE 1943
 BH0364_MARK LOGO: CGS   
 BH0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0364+STABILITY: SURFACE MOTION
 BH0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0364+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BH0364
 BH0364  HISTORY     - Date     Condition        Report By
 BH0364  HISTORY     - 1943     MONUMENTED       CGS
 BH0364  HISTORY     - 1969     GOOD             CGS
 BH0364  HISTORY     - 19810301 GOOD             MSSU
 BH0364  HISTORY     - 1984     GOOD             LA-051
 BH0364  HISTORY     - 1987     GOOD             LADTD
 BH0364  HISTORY     - 1988     GOOD             NGS
 BH0364  HISTORY     - 1988     GOOD             MSU
 BH0364  HISTORY     - 19880920 GOOD             LADTD
 BH0364  HISTORY     - 19890119 GOOD
 BH0364  HISTORY     - 20000301 GOOD             NGS
 BH0364
 BH0364                          STATION DESCRIPTION
 BH0364
 BH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0364'5.2 MI SE FROM OCEAN SPRINGS.
 BH0364'ABOUT 4.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0364'THE STATION AT OCEAN SPRINGS, THENCE 0.75 MILE SOUTH ALONG A BLACK
 BH0364'TOPPED ROAD, THENCE 0.25 MILE EAST ALONG A BLACK TOP ROAD, AT THE
 BH0364'GULFPORT ESTATES AIRPORT, NEAR THE SOUTHEAST CORNER OF THE AIRPORT, 51
 BH0364'FEET EAST OF THE SOUTHEAST CORNER LIGHT FOR THE RUNWAY, 11 FEET EAST
 BH0364'OF A CHAIN LINK FENCE ALONG THE EAST SIDE OF THE RUNWAY, 33 FEET
 BH0364'SOUTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD AT CENTER OF A CURVE
 BH0364'IN THE ROAD, 75 FEET NORTH OF THE SOUTH END OF THE CHAIN LINK FENCE.
 BH0364'0.2 FOOT EAST OF A METAL WITNESS POST, ABOUT 0.25 MILE SOUTHEAST AND
 BH0364'ACROSS THE RUNWAY FROM THE ADMINISTRATION BUILDING, IN SECTION 35, R 8
 BH0364'W, T 7 S, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 BH0364'THE LEVEL OF THE GROUND.
 BH0364
 BH0364                          STATION RECOVERY (1981)
 BH0364
 BH0364'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0364'RECOVERED IN GOOD CONDITION.
 BH0364
 BH0364                          STATION RECOVERY (1984)
 BH0364
 BH0364'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BH0364'RECOVERED IN GOOD CONDITION.
 BH0364
 BH0364                          STATION RECOVERY (1987)
 BH0364
 BH0364'RECOVERY NOTE BY LA TRANSP AND DEV 1987 (TLH)
 BH0364'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 BH0364'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BH0364'
 BH0364'THE STATION IS LOCATED AT THE OCEAN SPRINGS AIRPORT JUST SOUTHEAST
 BH0364'OF OCEAN SPRINGS CITY LIMITS.
 BH0364'OWNERSHIP--MISSISSIPPI DEPARTMENT OF TRANSPORTATION.
 BH0364'
 BH0364'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH0364'A PAVED ROAD (EXIT 50)(ABOUT 4 KM (2.5 MI) NORTH OF OCEAN SPRINGS), GO
 BH0364'SOUTH FOR 4.64 KM (2.9 MI) ON THE PAVED ROAD (BECOMES WASHINGTON
 BH0364'STREET) TO ITS JUNCTION WITH U.S. HIGHWAY 90.
 BH0364'TURN LEFT AND GO EAST FOR 4.42 KM (2.7 MI) ON HIGHWAY 90 (BIENVILLE
 BH0364'AVENUE) TO THE OCEAN SPRINGS HOSPITAL ON THE LEFT.
 BH0364'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.41 KM (1.5 MI) ON HIGHWAY
 BH0364'90 TO A PAVED ROAD ON THE RIGHT.
 BH0364'TURN RIGHT AND GO SOUTH FOR 1.43 KM (0.9 MI) ON HANSHAW ROAD TO A
 BH0364'CROSS ROAD (OLD SPANISH TRAIL).
 BH0364'TURN LEFT AND GO EAST FOR 0.39 KM (0.3 MI) ON OLD SPANISH TRAIL TO
 BH0364'A PAVED ROAD ON THE RIGHT, JUST PASSED AN AIRPORT RUNWAY ON THE
 BH0364'RIGHT.
 BH0364'TURN RIGHT AND GO SOUTH FOR 0.94 KM (0.6 MI) ON FOUNTAINBLEAU ROAD
 BH0364'TO A ROAD CURVE AND THE STATION ON THE RIGHT.
 BH0364'
 BH0364'THE STATION IS A STANDARD CGS DISK
 BH0364'STAMPED---FONTAINE 1943---,
 BH0364'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BH0364'30 CM ON SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED
 BH0364'13.7 METERS (45 FT) NORTHWEST FROM A UTILITY POLE,
 BH0364'11.6 METERS (38.1 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 BH0364'3.4 METERS (11.2 FT) EAST FROM AN AIRPORT FENCE,
 BH0364'0.5 METERS (1.6 FT) EAST FROM THE DITCH EDGE AND
 BH0364'0.3 METERS (1 FT) EAST FROM A METAL WITNESS POST.
 BH0364
 BH0364                          STATION RECOVERY (1988)
 BH0364
 BH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 BH0364'THE STATION WAS RECOVERED AT THIS DATE.
 BH0364'AS DESCRIBED IN THE SUBSIDANCE STUDY IN LOUISIANA 1987.
 BH0364'
 BH0364'TYPED BY R.L. ZURFLUH.
 BH0364
 BH0364                          STATION RECOVERY (1988)
 BH0364
 BH0364'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (MS)
 BH0364'RECOVERED IN GOOD CONDITION.
 BH0364
 BH0364                          STATION RECOVERY (1988)
 BH0364
 BH0364'RECOVERY NOTE BY LA TRANSP AND DEV 1988
 BH0364'THE STATION IS LOCATED BETWEEN A PAVED COUNTY ROAD AND THE OCEAN
 BH0364'SPRINGS AIRPORT JUST SOUTHEAST OF THE OCEAN SPRINGS CITY LIMIT.
 BH0364'OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 BH0364'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND A
 BH0364'PAVED ROAD (EXIT 50, ABOUT 4 KM (2.50 MI) NORTH OF OCEAN SPRINGS), GO
 BH0364'SOUTH ON THE PAVED ROAD (BECOMES WASHINGTON AVENUE) FOR 4.64 KM
 BH0364'(2.90 MI) TO ITS JUNCTION WITH U S HIGHWAY 90.  TURN LEFT AND GO EAST
 BH0364'FOR 4.42 KM (2.75 MI) ON HIGHWAY 90 (BIENVILLE AVENUE) TO THE OCEAN
 BH0364'SPRINGS HOSPITAL ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR
 BH0364'1.43 KM (0.90 MI) TO A CROSSROAD (OLD SPANISH TRAIL).  TURN LEFT AND
 BH0364'GO EAST FOR 0.39 KM (0.25 MI) ON OLD SPANISH TRAIL TO A PAVED ROAD ON
 BH0364'THE RIGHT, JUST PAST THE AIRPORT ON THE RIGHT.  TURN RIGHT AND GO
 BH0364'SOUTH FOR 0.94 KM (0.60 MI) ON FOUNTAINBLEAU ROAD TO A CURVE LEFT AND
 BH0364'THE STATION ON THE RIGHT.
 BH0364'THE STATION IS IN A VEE FORMED BY A ROADSIDE DITCH AND A DITCH ALONG
 BH0364'THE AIRPORT FENCE, 13.7 M (44.9 FT) NORTHWEST OF A UTILITY POLE, 11.6
 BH0364'M (38.1 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 7 M (23.0 FT) SOUTH
 BH0364'OF THE POINT OF THE VEE, 3.4 M (11.2 FT) EAST OF THE AIRPORT FENCE,
 BH0364'0.5 M (1.6 FT) EAST OF THE DITCH EDGE AND 0.3 M (1.0 FT) EAST OF A
 BH0364'METAL WITNESS POST.
 BH0364
 BH0364                          STATION RECOVERY (1989)
 BH0364
 BH0364'RECOVERED 1989
 BH0364'RECOVERED IN GOOD CONDITION.
 BH0364
 BH0364                          STATION RECOVERY (2000)
 BH0364
 BH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0364'RECOVERED AS DESCRIBED.  STATION HAS MARGINAL SKY VISIBILITY FOR GPS
 BH0364'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0361 ***********************************************************************
 BH0361  DESIGNATION -  FONTAINE RM 2
 BH0361  PID         -  BH0361
 BH0361  STATE/COUNTY-  MS/JACKSON
 BH0361  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0361
 BH0361                         *CURRENT SURVEY CONTROL
 BH0361  ___________________________________________________________________
 BH0361* NAD 83(1986)-  30 23 45.     (N)    088 45 11.     (W)     SCALED    
 BH0361* NAVD 88     -         6.245  (meters)      20.49   (feet)  ADJUSTED  
 BH0361  ___________________________________________________________________
 BH0361  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0361  DYNAMIC HT  -           6.237 (meters)      20.46  (feet)  COMP
 BH0361  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BH0361
 BH0361  VERT ORDER  -  FIRST     CLASS I
 BH0361
 BH0361.The horizontal coordinates were scaled from a topographic map and have
 BH0361.an estimated accuracy of +/- 6 seconds.
 BH0361
 BH0361.The orthometric height was determined by differential leveling
 BH0361.and adjusted in June 1991.
 BH0361
 BH0361.The geoid height was determined by GEOID03.
 BH0361
 BH0361.The dynamic height is computed by dividing the NAVD 88
 BH0361.geopotential number by the normal gravity value computed on the
 BH0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0361.degrees latitude (g = 980.6199 gals.).
 BH0361
 BH0361.The modeled gravity was interpolated from observed gravity values.
 BH0361
 BH0361;                    North         East    Units  Estimated Accuracy
 BH0361;SPC MS E     -    99,300.      307,710.      MT  (+/- 180 meters Scaled)
 BH0361
 BH0361                          SUPERSEDED SURVEY CONTROL
 BH0361
 BH0361  NGVD 29 (??/??/??)    6.205  (m)           20.36   (f) ADJUSTED    1 1
 BH0361
 BH0361.Superseded values are not recommended for survey control.
 BH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0361.See file dsdata.txt to determine how the superseded data were derived.
 BH0361
 BH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU315639(NAD 83)
 BH0361_MARKER: DR = REFERENCE MARK DISK
 BH0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0361_STAMPING: FONTAINE NO 2 1943
 BH0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0361+STABILITY: SURFACE MOTION
 BH0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0361+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 BH0361
 BH0361  HISTORY     - Date     Condition        Report By
 BH0361  HISTORY     - 1943     MONUMENTED       CGS
 BH0361  HISTORY     - 1969     GOOD             CGS
 BH0361  HISTORY     - 19810301 GOOD             MSSU
 BH0361  HISTORY     - 1988     GOOD             MSU
 BH0361  HISTORY     - 20050818 GOOD             NGS
 BH0361
 BH0361                          STATION DESCRIPTION
 BH0361
 BH0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0361'5.2 MI SE FROM OCEAN SPRINGS.
 BH0361'ABOUT 4.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0361'THE STATION AT OCEAN SPRINGS, THENCE 0.75 MILES SOUTH ALONG A BLACK
 BH0361'TOPPED ROAD, THENCE 0.25 MILE EAST ALONG A BLACK TOPPED ROAD, IN
 BH0361'SECTION 35, R 8 W, T 7 S, 126.2 FEET SOUTHEAST OF THE STATION MARK
 BH0361'DESCRIBED, 126 1/2 FEET NORTHEAST OF THE CENTER OF A ROAD JUNCTION, 48
 BH0361'FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST, 64 FEET
 BH0361'EAST-NORTHEAST OF POWER LINE POLE 302, 1 FOOT NORTH OF A METAL WITNESS
 BH0361'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BH0361'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BH0361
 BH0361                          STATION RECOVERY (1981)
 BH0361
 BH0361'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0361'RECOVERED IN GOOD CONDITION.
 BH0361
 BH0361                          STATION RECOVERY (1988)
 BH0361
 BH0361'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (MS)
 BH0361'RECOVERED IN GOOD CONDITION.
 BH0361
 BH0361                          STATION RECOVERY (2005)
 BH0361
 BH0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2231 ***********************************************************************
 BH2231  DESIGNATION -  FORD
 BH2231  PID         -  BH2231
 BH2231  STATE/COUNTY-  MS/JACKSON
 BH2231  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2231
 BH2231                         *CURRENT SURVEY CONTROL
 BH2231  ___________________________________________________________________
 BH2231* NAD 83(1993)-  30 25 26.09347(N)    088 31 07.73081(W)     ADJUSTED  
 BH2231* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2231  ___________________________________________________________________
 BH2231  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BH2231  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH2231  HORZ ORDER  -  SECOND
 BH2231
 BH2231.The horizontal coordinates were established by classical geodetic methods
 BH2231.and adjusted by the National Geodetic Survey in May 1994.
 BH2231
 BH2231.The orthometric height was scaled from a topographic map.
 BH2231
 BH2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2231
 BH2231.The geoid height was determined by GEOID03.
 BH2231
 BH2231;                    North         East     Units Scale Factor Converg.
 BH2231;SPC MS E     -   102,454.513   330,215.545   MT  0.99996126   +0 09 33.4
 BH2231;SPC MS E     -   336,136.18  1,083,382.17   sFT  0.99996126   +0 09 33.4
 BH2231;SPC AL W     -    47,431.080   502,122.894   MT  1.00005148   -0 30 57.5
 BH2231;UTM  16      - 3,366,739.254   354,132.103   MT  0.99986249   -0 46 09.3
 BH2231
 BH2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2231!SPC MS E     -   1.00000413  x   0.99996126  =   0.99996539
 BH2231!SPC AL W     -   1.00000413  x   1.00005148  =   1.00005561
 BH2231!UTM  16      -   1.00000413  x   0.99986249  =   0.99986662
 BH2231
 BH2231:                Primary Azimuth Mark                     Grid Az
 BH2231:SPC MS E     -  BRIDGE                                   154 25 40.5
 BH2231:SPC AL W     -  BRIDGE                                   155 06 11.4
 BH2231:UTM  16      -  BRIDGE                                   155 21 23.2
 BH2231
 BH2231|---------------------------------------------------------------------|
 BH2231| PID    Reference Object                     Distance      Geod. Az  |
 BH2231|                                                           dddmmss.s |
 BH2231| BH2213 BRIDGE                              465.663 METERS 1543513.9 |
 BH2231| DD8801 FORD RM 1                            49.680 METERS 24217     |
 BH2231| DD8802 FORD RM 2                            41.130 METERS 28926     |
 BH2231|---------------------------------------------------------------------|
 BH2231
 BH2231                          SUPERSEDED SURVEY CONTROL
 BH2231
 BH2231  NAD 83(1993)-  30 25 26.10189(N)    088 31 07.72615(W) AD(       ) 2
 BH2231  NAD 83(1986)-  30 25 26.11794(N)    088 31 07.72358(W) AD(       ) 2
 BH2231  NAD 27      -  30 25 25.39800(N)    088 31 07.66400(W) AD(       ) 2
 BH2231
 BH2231.Superseded values are not recommended for survey control.
 BH2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2231.See file dsdata.txt to determine how the superseded data were derived.
 BH2231
 BH2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5413266739(NAD 83)
 BH2231_MARKER: DS = TRIANGULATION STATION DISK
 BH2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2231
 BH2231  HISTORY     - Date     Condition        Report By
 BH2231  HISTORY     - 1921     MONUMENTED       CGS
 BH2231  HISTORY     - 1959     POOR             CGS
 BH2231
 BH2231                          STATION DESCRIPTION
 BH2231
 BH2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2231'STATION IS 55 METERS N OF ROAD CROSSING AT FORD RAILROAD STATION ON
 BH2231'EXTENSION OF BACK AND FORWARD TANGENT OF W (LEFT) RAIL, 350 METERS
 BH2231'N OF DRAWBRIDGE OVER DOG RIVER, 21.30 METERS OR 69.88 FEET W OF W AND
 BH2231'NEAREST RAIL.
 BH2231'
 BH2231'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2231'SET IN CONCRETE.
 BH2231'
 BH2231'REFERENCE MARKS NOS. 1 AND 2 ON SAME SIDE OF TRACK, JUST E OF
 BH2231'PROPERTY FENCE LINE.
 BH2231
 BH2231                          STATION RECOVERY (1959)
 BH2231
 BH2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WMR)
 BH2231'LOST.  THE MONUMENT WAS FOUND LYING ON ITS SIDE AND THE DISK WAS
 BH2231'REMOVED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2265 ***********************************************************************
 BH2265  DESIGNATION -  FORD
 BH2265  PID         -  BH2265
 BH2265  STATE/COUNTY-  MS/JACKSON
 BH2265  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2265
 BH2265                         *CURRENT SURVEY CONTROL
 BH2265  ___________________________________________________________________
 BH2265* NAD 83(1993)-  30 20 40.60636(N)    088 33 35.20453(W)     ADJUSTED  
 BH2265* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 BH2265  ___________________________________________________________________
 BH2265  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2265  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2265  HORZ ORDER  -  SECOND
 BH2265
 BH2265.The horizontal coordinates were established by classical geodetic methods
 BH2265.and adjusted by the National Geodetic Survey in May 1994.
 BH2265
 BH2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2265
 BH2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2265
 BH2265.The geoid height was determined by GEOID03.
 BH2265
 BH2265;                    North         East     Units Scale Factor Converg.
 BH2265;SPC MS E     -    93,653.343   326,301.300   MT  0.99995853   +0 08 17.5
 BH2265;SPC MS E     -   307,261.01  1,070,540.18   sFT  0.99995853   +0 08 17.5
 BH2265;UTM  16      - 3,358,003.379   350,076.279   MT  0.99987730   -0 47 17.3
 BH2265
 BH2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2265!SPC MS E     -   1.00000419  x   0.99995853  =   0.99996272
 BH2265!UTM  16      -   1.00000419  x   0.99987730  =   0.99988149
 BH2265
 BH2265:                Primary Azimuth Mark                     Grid Az
 BH2265:SPC MS E     -  MOSS POINT MUNICIPAL TANK                014 58 13.1
 BH2265:UTM  16      -  MOSS POINT MUNICIPAL TANK                015 53 47.9
 BH2265
 BH2265|---------------------------------------------------------------------|
 BH2265| PID    Reference Object                     Distance      Geod. Az  |
 BH2265|                                                           dddmmss.s |
 BH2265| BH2227 MOSS POINT MUNICIPAL TANK           APPROX. 7.9 KM 0150630.6 |
 BH2265| BH2269 PRIEST                              APPROX. 6.1 KM 1123858.6 |
 BH2265| BH2264 PASCAGOULA RIVER ENTR BCN B         APPROX. 4.1 KM 1490415.7 |
 BH2265| DD8803 FORD RM 1                            19.946 METERS 19934     |
 BH2265| BH2278 PASCAGOULA CHANNEL LIGHT 44         APPROX. 0.6 KM 2174834.4 |
 BH2265| BH2273 PASCAGOULA RIVER ENTR BCN C         APPROX. 0.7 KM 2212803.0 |
 BH2265| BH2281 ROUND ISLAND NORTH SPIT LT 2        APPROX. 5.2 KM 2440441.3 |
 BH2265| BH2306 BELLEFONTAINE PT TANK               APPROX.14.3 KM 2692452.6 |
 BH2265| BH2270 PASCAGOULA RIVER ENTR BCN E         APPROX. 0.7 KM 2875547.5 |
 BH2265| DD8804 FORD RM 2                            11.741 METERS 29002     |
 BH2265| BH2285 INGALLS 1970                        378.357 METERS 30401     |
 BH2265| BH2284 INGALLS E 1970                      416.524 METERS 3173453.3 |
 BH2265| BH2251 PASCAGOULA PORT AUTH ELEVATOR       APPROX. 1.6 KM 3350143.5 |
 BH2265| BH2247 SCRANTON TANK                       APPROX. 2.6 KM 3555840.2 |
 BH2265|---------------------------------------------------------------------|
 BH2265
 BH2265                          SUPERSEDED SURVEY CONTROL
 BH2265
 BH2265  NAD 83(1993)-  30 20 40.61480(N)    088 33 35.20011(W) AD(       ) 2
 BH2265  NAD 83(1986)-  30 20 40.63098(N)    088 33 35.19552(W) AD(       ) 2
 BH2265  NAD 27      -  30 20 39.90600(N)    088 33 35.13700(W) AD(       ) 2
 BH2265  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG    3  
 BH2265
 BH2265.Superseded values are not recommended for survey control.
 BH2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2265.See file dsdata.txt to determine how the superseded data were derived.
 BH2265
 BH2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5007658003(NAD 83)
 BH2265_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2265_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2265+STABILITY: SURFACE MOTION
 BH2265
 BH2265  HISTORY     - Date     Condition        Report By
 BH2265  HISTORY     - 1935     MONUMENTED       CGS
 BH2265  HISTORY     - 1939     GOOD             USE
 BH2265  HISTORY     - 1940     GOOD             CGS
 BH2265  HISTORY     - 1958     GOOD             CGS
 BH2265  HISTORY     - 1961     GOOD             CGS
 BH2265  HISTORY     - 1968     GOOD             MSHD
 BH2265  HISTORY     - 1970     GOOD             USGS
 BH2265  HISTORY     - 1970     GOOD             NGS
 BH2265  HISTORY     - 1971     GOOD             NGS
 BH2265  HISTORY     - 1976     GOOD             NGS
 BH2265  HISTORY     - 1986     GOOD             NOS
 BH2265  HISTORY     - 20050317 MARK NOT FOUND   MSSU
 BH2265
 BH2265                          STATION DESCRIPTION
 BH2265
 BH2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2265'THE STATION IS IN THE SOUTHWESTERN EXTREMITY OF PASCAGOULA, AT THE
 BH2265'ENTRANCE TO PASCAGOULA RIVER, ON THE WESTERN OF OF BEACH BOULEVARD
 BH2265'WHICH FOLLOWS THE CONCRETE SEA WALL.
 BH2265'
 BH2265'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2265'CONCRETE.
 BH2265'
 BH2265'THE STATION MARK, WHICH IS FLUSH WITH THE GROUND, IS 39 FEET E OF THE
 BH2265'END OF THE PAVEMENT, AND 65 FEET N OF THE S CONCRETE GUARD
 BH2265'RAIL OF THE BOULEVARD ON THE SEA WALL.
 BH2265'
 BH2265'REFERENCE MARK NO. 1 IS A STANDARD DISK COUNTERSUNK IN THE S CONCRETE
 BH2265'GUARD RAIL ABOUT 40 FEET E OF THE END OF THE PAVEMENT AND
 BH2265'DIRECTLY OVER THE EIGHT POST E OF THE END OF THE GOUARD RAIL.
 BH2265'
 BH2265'REFERENCE MARK NO. 2 IS A STANDARD DISK COUNTERSUNK IN A CONCRETE
 BH2265'SLAB RUNNING INLAND AT THE END OF THE SEA WALL.  IT IS 1 FOOT S OF
 BH2265'THE NORTHERN END OF THIS SLAB.
 BH2265
 BH2265                          STATION RECOVERY (1939)
 BH2265
 BH2265'RECOVERY NOTE BY US ENGINEERS 1939
 BH2265'RECOVERED IN GOOD CONDITION.
 BH2265
 BH2265                          STATION RECOVERY (1940)
 BH2265
 BH2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHB)
 BH2265'THE ORIGINAL DESCRIPTION IS STILL GOOD.  BOTH REFERENCE MARKS WERE
 BH2265'LOCATED READILY.  THE SURFACE MARKER FOR THE STATION HAS EITHER BEEN
 BH2265'DESTROYED OR IS NOW COVERED WITH DIRT AND COULD NOT BE LOCATED.
 BH2265
 BH2265                          STATION RECOVERY (1958)
 BH2265
 BH2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2265'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE, WITH
 BH2265'THE FOLLOWING ADDITION- A NARROW EXTENSION OF BEACH BOULEVARD
 BH2265'CONTINUES PAST THE STATEION ABOUT 300 FEET TO THE COAST GUARD
 BH2265'STATION.  STATION IS NEAR THE SOUTHWEST CORNER OF THE YARD OF THE
 BH2265'MOST WESTERLY RESIDENCE ON BEACH BOULEVARD, AND IS COVERED BY ABOUT 3
 BH2265'INCHES OF SOD.
 BH2265
 BH2265                          STATION RECOVERY (1961)
 BH2265
 BH2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WVH)
 BH2265'STATION AND REFERENCE MARKS ONE AND TWO WERE RECOVERD IN GOOD
 BH2265'CONDITION.  THE RECOVERY NOTE BY R. F. L. IN 1958 IS ADEQUATE.
 BH2265
 BH2265                          STATION RECOVERY (1968)
 BH2265
 BH2265'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2265'THE STATION WAS VISITED 8-8-68 AND THE STATION MARK, REFERENCE MARK,
 BH2265'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO RM 1
 BH2265'FAILED TO CHECK BY 0.03 FEET.
 BH2265'
 BH2265'THE STATION IS LOCATED 1.8 MILES SOUTH SOUTHWEST OF THE APPROXIMATE
 BH2265'CENTER OF PASCAGOULA NEAR THE SOUTHWEST CORNER OF A LAWN
 BH2265'APPROXIMATELEY 100 YARDS EAST OF THE COAST GUARD STATION, ON PROPERTY
 BH2265'OWNED BY THE E. J. FORD ESTATE.  IT IS 49 FEET NORTH OF THE
 BH2265'CENTER OF BEACH BOULEVARD, 20 FEET NORTHEAST OF THE SOUTHEAST CORNER
 BH2265'OF A PASTURE FENCE, 107 FEET NORTHWEST OF A STREET LAMP, 76 FEET
 BH2265'NORTHEAST OF THE END OF A CONCRETE RETAINER RAIL, 194 FEET SOUTHWEST
 BH2265'OF THE SOUTHWEST CORNER OF THE PORCH OF A LARGE FRAME HOUSE AND
 BH2265'18.5 FEET EAST OF A FENCE.
 BH2265'
 BH2265'IT IS A STANDARD TRIANGULATION DISK, STAMPED FORD 1935, 4 INCHES
 BH2265'BELOW THE GROUND.
 BH2265'
 BH2265'REFERENCE MARK NO. 1 IS 65.45 FEET NORTH OF THE STATION.  IT IS 18
 BH2265'FEET SOUTH OF THE CENTER OF BEACH BOULEVARD, 77.5 FEET WEST OF A
 BH2265'STREET LAMP, 55 FEET EAST OF A FENCE CORNER, 62 FEET SOUTHEAST OF THE
 BH2265'SOUTHEAST CORNER OF A PASTURE FENCE, 40 FEET EAST OF THE WEST
 BH2265'END OF A RETAINER RAIL SET IN A DRILLED HOLE IN THE CENTER OF THE TOP
 BH2265'OF A CONCRETE RETAINER RAIL.  IT IS A STANDARD DISK, STAMPED NO
 BH2265'1 FORD 1935.
 BH2265'
 BH2265'REFERENCE MARK NO. 2 IS 38.50 FEET WEST OF THE STATION.  IT IS 46
 BH2265'FEET NORTH OF THE CENTER OF BEACH BOULEVARD, 20 FEET NORTHWEST OF
 BH2265'THE SOUTHEAST CORNER OF A PASTURE FENCE, 8 FEET NORTH OF A FENCE SET
 BH2265'IN A DRILLED HOLE, 1 FOOT SOUTH OF THE NORTH END OF A CONCRETE
 BH2265'SLAB RUNNING INLAND AT THE END OF A SEA WALL AND IS NEAR THE
 BH2265'SOUTHEAST CORNER OF A PASTURE.  IT IS A STANDARD REFERENCE MARK DISK,
 BH2265'STAMPED FORD NO 2 1935 FLUSH WITH THE GROUND.
 BH2265'
 BH2265'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 76.08 FEET.
 BH2265'
 BH2265'TO REACH THE STATION FROM THE U. S. POST OFFICE IN PASCAGOULA GO WEST
 BH2265'ON JACKSON STREET FOR 0.15 MILE TO A T INTERSECTION.
 BH2265'TURN LEFT (SOUTHEAST) AND CONTINUE ON PASCAGOULA STREET FOR 1.5 MILES
 BH2265'TO A T INTERSECTION.  TURN RIGHT (WEST) AND CONTINUE ON BEACH
 BH2265'BOULEVARD FOR 0.35 MILE TO THE END OF THE RETAINER RAIL AND THE
 BH2265'STATION ON THE RIGHT AS DESCRIBED.
 BH2265'
 BH2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.8 MILES SOUTH
 BH2265'SOUTHWEST OF PASCAGOULA.
 BH2265
 BH2265                          STATION RECOVERY (1970)
 BH2265
 BH2265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (REW)
 BH2265'FORD GOOD- DESCRIPTION ADEQUATE.
 BH2265'RM-NO. 1 GOOD-
 BH2265'DESCRIPTION ADEQUATE.
 BH2265'RM-NO. 2 GOOD- ADD TO DESCRIPTION,
 BH2265'AS BELOW-
 BH2265'
 BH2265'RM-NO. 2 IS NOW IN SE CORNER OF A SMALL PASTURE, 7 FT. N OF E-W
 BH2265'FENCE, 20 FT, W OF N-S FENCE, AND ABOUT 2 INCHES UNDERGROUND.
 BH2265'
 BH2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN PASCAGOULA.
 BH2265
 BH2265                          STATION RECOVERY (1970)
 BH2265
 BH2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2265'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2265'CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE
 BH2265'MARKS 1 AND 2.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 BH2265'
 BH2265'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA, JUST
 BH2265'NORTH OF EAST BEACH BOULEVARD AND ON PROPERTY OWNED BY MR.
 BH2265'ROBERT FORD WHO LIVES IN THE HOUSE NORTHEAST OF THE STATION.
 BH2265'
 BH2265'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90 AND MARKET
 BH2265'STREET, IN PASCAGOULA, GO SOUTH ON MARKET STREET FOR 1.95 MILES TO
 BH2265'A T-ROAD, TURN RIGHT AND GO WEST ON EAST BEACH BOULEVARD FOR 0.7 MILE
 BH2265'TO THE STATION ON THE RIGHT.
 BH2265'
 BH2265'THE STATION MARK IS A STANDARD DISK STAMPED FORD 1935, SET IN THE TOP
 BH2265'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES
 BH2265'UNDERGROUND.  IT IS 49 FEET NORTH OF THE CENTER OF EAST BEACH
 BH2265'BOULEVARD. 35 FEET EAST OF A TWIN TRUNK LIVE OAK TREE AND 20 FEET
 BH2265'EAST OF A FENCE CORNER.
 BH2265'
 BH2265'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FORD NO 1 1935, CEMENTED
 BH2265'IN A DRILL HOLE IN THE CONCRETE GUARD RAIL WHICH RUNS EAST
 BH2265'AND WEST.  IT IS DIRECTLY OVER THE EIGHT POST FORM THE WEST END OF
 BH2265'THE GUARD RAIL.
 BH2265'
 BH2265'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FORD NO 2 1935 CEMENTED
 BH2265'IN A DRILL HOLE IN THE NORTH END OF A CONCRETE SLAB WHICH RUNS NORTH
 BH2265'AND SOUTH.  IT IS 46 FEET NORTH OF THE CENTER OF EAST BEACH
 BH2265'BOULEVARD, 21 FEET NORTHEAST OF THE FENCE CORNER AND 19 FEET
 BH2265'NORTH-NORTHWEST OF THE TWIN TRUNK LIVE OAK TREE.
 BH2265'
 BH2265'NO AZIMUTH MARK ESTABLISHED.
 BH2265'
 BH2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED IN THE
 BH2265'SOUTHWEST PART OF PASCAGOULA.
 BH2265'
 BH2265'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BH2265
 BH2265                          STATION RECOVERY (1971)
 BH2265
 BH2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2265'STATION AND REFERENCE MARKS RECOVERD IN GOOD CONDITION.  RECOVERY
 BH2265'NOTE BY W. V. H. IN 1961 IS ADEQUATE.
 BH2265
 BH2265                          STATION RECOVERY (1976)
 BH2265
 BH2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2265'STATION, REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 BH2265'CONDITION.  STATION MARK AND REFERENCE MARKS ARE ABOUT 2 INCHES
 BH2265'BELOW THE SURFACE OF THE GROUND.
 BH2265'
 BH2265'THE 1968 DESCRIPTION IS ADEQUATE.
 BH2265'
 BH2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2265'SW PART OF PASCAGOULA.
 BH2265
 BH2265                          STATION RECOVERY (1986)
 BH2265
 BH2265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2265'THE STATION WAS RECOVERED AT THIS DATE.
 BH2265'THE DESCRIPTION IS ADEQUET.
 BH2265'
 BH2265'RECOVERED BY J D SHEA.
 BH2265
 BH2265                          STATION RECOVERY (2005)
 BH2265
 BH2265'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 BH2265'REFERENCE MARKS 1 AND 2 WERE NOT FOUND. THE MARKS HAVE EITHER BEEN
 BH2265'DESTROYED OR IS NOW COVERED WITH DIRT AND COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2927 ***********************************************************************
 BH2927  DESIGNATION -  FORD
 BH2927  PID         -  BH2927
 BH2927  STATE/COUNTY-  MS/PEARL RIVER
 BH2927  USGS QUAD   -  FORDS CREEK (1986)
 BH2927
 BH2927                         *CURRENT SURVEY CONTROL
 BH2927  ___________________________________________________________________
 BH2927* NAD 83(1993)-  30 57 38.24233(N)    089 41 23.63307(W)     ADJUSTED  
 BH2927* NAVD 88     -        67.44   (+/-2cm)     221.3    (feet)  VERTCON   
 BH2927  ___________________________________________________________________
 BH2927  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BH2927  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BH2927  HORZ ORDER  -  FIRST
 BH2927  VERT ORDER  -  THIRD ? (See Below)
 BH2927
 BH2927.The horizontal coordinates were established by classical geodetic methods
 BH2927.and adjusted by the National Geodetic Survey in May 1994.
 BH2927
 BH2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2927.The vertical order pertains to the NGVD 29 superseded value.
 BH2927
 BH2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2927
 BH2927.The geoid height was determined by GEOID03.
 BH2927
 BH2927;                    North         East     Units Scale Factor Converg.
 BH2927;SPC MS E     -   162,225.958   218,163.467   MT  1.00003258   -0 26 26.5
 BH2927;SPC MS E     -   532,236.33    715,757.97   sFT  1.00003258   -0 26 26.5
 BH2927;UTM  16      - 3,428,342.270   243,055.813   MT  1.00041446   -1 23 04.5
 BH2927
 BH2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2927!SPC MS E     -   0.99999379  x   1.00003258  =   1.00002637
 BH2927!UTM  16      -   0.99999379  x   1.00041446  =   1.00040825
 BH2927
 BH2927|---------------------------------------------------------------------|
 BH2927| PID    Reference Object                     Distance      Geod. Az  |
 BH2927|                                                           dddmmss.s |
 BH2927| DD8805 FORD RM 1                            26.472 METERS 02931     |
 BH2927| BH2930 STEWART                             APPROX. 4.3 KM 1933256.3 |
 BH2927| DD8806 FORD RM 2                            24.500 METERS 29238     |
 BH2927| BH2928 FORD RM A 1966                       25.316 METERS 32905     |
 BH2927|---------------------------------------------------------------------|
 BH2927
 BH2927                          SUPERSEDED SURVEY CONTROL
 BH2927
 BH2927  NAD 83(1986)-  30 57 38.25702(N)    089 41 23.63047(W) AD(       ) 1
 BH2927  NAD 27      -  30 57 37.59007(N)    089 41 23.36857(W) AD(       ) 1
 BH2927  NGVD 29 (07/19/86)   67.49   (m)          221.4    (f) LEVELING    3  
 BH2927
 BH2927.Superseded values are not recommended for survey control.
 BH2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2927.See file dsdata.txt to determine how the superseded data were derived.
 BH2927
 BH2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4305628342(NAD 83)
 BH2927_MARKER: DS = TRIANGULATION STATION DISK
 BH2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2927+STABILITY: SURFACE MOTION
 BH2927
 BH2927  HISTORY     - Date     Condition        Report By
 BH2927  HISTORY     - 1966     MONUMENTED       CGS
 BH2927  HISTORY     - 1971     GOOD             NGS
 BH2927
 BH2927                          STATION DESCRIPTION
 BH2927
 BH2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BH2927'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF POPLARVILLE, ABOUT 5
 BH2927'MILES SOUTHEAST OF HORSESHOE LAKE, ABOUT 3 MILES EAST OF THE PEARL
 BH2927'RIVER.  IN THE SMALL SETTLEMENT OF FORDS CREEK AND ON PROPERTY
 BH2927'OWNED BY MR. LUKE GRAHAM.  THE STATION IS IN THE SW 1/4 OF SEC. 15,
 BH2927'T 1 S, R 17 W.  THE STATION MARK IS 33 FEET SOUTHWEST OF THE
 BH2927'APPROXIMATE CENTER OF WOODS ROAD, 50 FEET NORTHWEST OF THE FORK
 BH2927'OF WOODS ROADS, 29.6 FEET EAST OF A 5 INCH PINE TREE AND 16 FEET
 BH2927'NORTH OF THE APPROXIMATE CENTER OF WOODS ROAD.  STATION IS
 BH2927'MARKED BY A STANDARD TRIANGULATION STATION MARK DISK SET IN THE
 BH2927'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 2 INCHES
 BH2927'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED FOR 1966.
 BH2927'
 BH2927'TO REACH FROM THE EAST END OF BRIDGE OVER THE PEARL RIVER WHICH IS
 BH2927'ABOUT 3 MILES EAST OF BOGALUSA.  GO EAST ON STATE HIGHWAY 26 FOR 2.5
 BH2927'MILES TO A CROSSROADS AND JUNCTION OF HIGHWAY 43.  TURN LEFT AND GO
 BH2927'NORTHERLY ON SURFACED ROAD FOR 11.1 MILES TO A CROSSROAD.
 BH2927'CONTINUE NORTHERLY ON SURFACED ROAD FOR 1.8 MILES TO A FORK, KEEP
 BH2927'LEFT AND CONTINUE NORTHERLY FOR 0.6 MILE TO A STORE ON THE LEFT.
 BH2927'CONTINUE NORTH FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT ON
 BH2927'WOODS ROAD AND GO WESTERLY TO THE HIGHEST PART OF RIDGE AND STATION
 BH2927'AS DESCRIBED.
 BH2927'
 BH2927'REFERENCE MARK NO. 1 IS 57 FEET EAST OF GARDEN CORNER POST, 43 FEET
 BH2927'NORTH OF FORK OF WOODS ROADS AND 12 FEET NORTH OF THE APPROXIMATE
 BH2927'CENTER OF WOODS ROAD.  IT IS MARKED BY A STANDARD DISK SET IN THE
 BH2927'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 4 INCHES
 BH2927'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED FORD NO 1
 BH2927'1966.
 BH2927'
 BH2927'REFERENCE MARK NO. 2 IS 64 FEET SOUTH OF THE APPROXIMATE CENTER OF
 BH2927'WOODS ROAD, 54 FEET NORTH OF THE APPROXIMATE CENTER OF WOODS ROAD,
 BH2927'51.18 FEET OR 15.600 METERS SOUTH-SOUTHWEST OF FORD RM A AND 13
 BH2927'FEET WEST OF A 6 INCH PINE TREE.  IT IS MARKED BY A STANDARD DISK
 BH2927'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 BH2927'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 BH2927'STAMPED FORD NO 2 1966.
 BH2927'
 BH2927'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BH2927'
 BH2927'HEIGHT OF LIGHT ABOVE STATION MARK 30.25 METERS.
 BH2927
 BH2927                          STATION RECOVERY (1971)
 BH2927
 BH2927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RLW)
 BH2927'THE STATION WAS VISITED 10-14-71 AND THE STATION MARK, REFERENCE MARK
 BH2927'NO 1, NO 2, AZIMUTH MARK AND WERE FOUND IN GOOD CONDITION.  A NEW
 BH2927'DESCRIPTION FOLLOWS--
 BH2927'
 BH2927'THE STATION IS LOCATED 12 MILES NORTHWEST OF POPLARVILLE, 5 MILES
 BH2927'SOUTHEAST OF HORSESHOE LAKE, 3 MILES EAST OF THE PEARL RIVER, 1 MILE
 BH2927'NORTH OF THE COMMUNITY OF FORDS CREEK NEAR THE CENTER OF SECTION
 BH2927'15, T 1S, R 17W AND ON LAND OWNED BY MR. BOSWELL OF NEW ORLEANS.
 BH2927'IT IS 64 FEET NORTHWEST OF THE CENTER OF A FORK, 16 FEET NORTH OF THE
 BH2927'CENTER OF A TRACK ROAD, 105.5 FEET WEST OF THE SOUTHWEST CORNER OF
 BH2927'A GARDEN FENCE, 48.5 FEET SOUTHEAST OF A 7 INCH TWIN OAK, 6 FEET
 BH2927'SOUTH OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2927'
 BH2927'IT IS A TRIANGULATION DISK, STAMPED FORD 1966 PROJECTING 2 INCHES.
 BH2927'
 BH2927'REFERENCE MARK NO 1 IS 86.85 FEET NORTHEAST OF THE STATION.  IT IS 44
 BH2927'FEET EAST OF THE CENTER OF A TRACK ROAD, 57 FEET WEST OF THE
 BH2927'NORTHWEST CORNER OF A GARDEN FENCE AND 1 FOOT WEST OF A METAL WITNESS
 BH2927'POST.  IT IS A REFERENCE MARK DISK, STAMPED FORD NO 1 1966
 BH2927'PROJECTING 4 INCHES.
 BH2927'
 BH2927'REFERENCE MARK NO 2 IS 80.38 FEET NORTHWEST OF THE STATION.  IT IS 54
 BH2927'FEET NORTH OF THE CENTER OF A TRACK ROAD, 65 FEET SOUTH OF THE
 BH2927'CENTER OF ANOTHER TRACK ROAD, 36 FEET WEST-SOUTHWEST OF A 7 INCH
 BH2927'TWIN OAK, 24 FEET NORTH OF A FENCE AND 1 FOOT NORTH OF A METAL
 BH2927'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED FORD NO 2 1966,
 BH2927'PROJECTING 4 INCHES.
 BH2927'
 BH2927'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 2 IS 125.18 FEET.
 BH2927'
 BH2927'RM A BY TRAVERSE CONNECTION 83.06 FEET NORTHWEST OF THE STATION. IT IS
 BH2927'17 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 143 FEET WEST OF THE
 BH2927'NORTHWEST CORNER OF A GARDEN FENCE, 39 FEET NORTH-NORTHWEST OF A 7
 BH2927'INCH TWIN OAK AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BH2927'TRIANGULATION DISK, STAMPED FORD RMA 1966, PROJECTING 3 INCHES.
 BH2927'
 BH2927'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BH2927'STATE NEAR THE SOUTHEAST CORNER OF THE GROUNDS OF THE PEARL RIVER
 BH2927'JUNIOR COLLEGE IN POPLARVILLE GO NORTH ON U.S. HIGHWAY 11 FOR 1
 BH2927'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A BLACK TOP
 BH2927'ROAD FOR 3.45 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON A BLACK
 BH2927'TOP ROAD FOR 5.3 MILES TO ANOTHER CROSSROAD.  CONTINUE NORTH AND
 BH2927'WEST ON A BLACK TOP ROAD FOR 3.85 MILES TO A T INTERSECTION.
 BH2927'TURN RIGHT AND CONTINUE NORTH ON STATE HIGHWAY 43 FOR 1.2 MILES
 BH2927'TO A STORE ON THE RIGHT AND A TRACK ROAD ON THE LEFT.  TURN LEFT
 BH2927'AND GO WEST ON A TRACK ROAD FOR 0.1 MILES TO A FORK AT THE TOP OF A
 BH2927'HILL AND THE STATION IS ON THE RIGHT.
 BH2927'
 BH2927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTHWEST
 BH2927'OF POPLARVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2928 ***********************************************************************
 BH2928  DESIGNATION -  FORD RM A 1966
 BH2928  PID         -  BH2928
 BH2928  STATE/COUNTY-  MS/PEARL RIVER
 BH2928  USGS QUAD   -  FORDS CREEK (1986)
 BH2928
 BH2928                         *CURRENT SURVEY CONTROL
 BH2928  ___________________________________________________________________
 BH2928* NAD 83(1993)-  30 57 38.94756(N)    089 41 24.12318(W)     ADJUSTED  
 BH2928* NAVD 88     -        67.59   (+/-2cm)     221.8    (feet)  VERTCON   
 BH2928  ___________________________________________________________________
 BH2928  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BH2928  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BH2928  HORZ ORDER  -  FIRST
 BH2928  VERT ORDER  -  THIRD ? (See Below)
 BH2928
 BH2928.The horizontal coordinates were established by classical geodetic methods
 BH2928.and adjusted by the National Geodetic Survey in May 1994.
 BH2928
 BH2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2928.The vertical order pertains to the NGVD 29 superseded value.
 BH2928
 BH2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2928
 BH2928.The geoid height was determined by GEOID03.
 BH2928
 BH2928;                    North         East     Units Scale Factor Converg.
 BH2928;SPC MS E     -   162,247.777   218,150.626   MT  1.00003261   -0 26 26.7
 BH2928;SPC MS E     -   532,307.92    715,715.85   sFT  1.00003261   -0 26 26.7
 BH2928;UTM  16      - 3,428,364.306   243,043.329   MT  1.00041454   -1 23 04.7
 BH2928
 BH2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2928!SPC MS E     -   0.99999377  x   1.00003261  =   1.00002638
 BH2928!UTM  16      -   0.99999377  x   1.00041454  =   1.00040831
 BH2928
 BH2928:                Primary Azimuth Mark                     Grid Az
 BH2928:SPC MS E     -  OAK                                      035 58 32.7
 BH2928:UTM  16      -  OAK                                      036 55 10.7
 BH2928
 BH2928|---------------------------------------------------------------------|
 BH2928| PID    Reference Object                     Distance      Geod. Az  |
 BH2928|                                                           dddmmss.s |
 BH2928| BH2923 OAK                                 APPROX. 5.1 KM 0353206.0 |
 BH2928| BH2927 FORD                                 25.316 METERS 14905     |
 BH2928|---------------------------------------------------------------------|
 BH2928
 BH2928                          SUPERSEDED SURVEY CONTROL
 BH2928
 BH2928  NAD 83(1986)-  30 57 38.96225(N)    089 41 24.12059(W) AD(       ) 1
 BH2928  NAD 27      -  30 57 38.29532(N)    089 41 23.85867(W) AD(       ) 1
 BH2928  NGVD 29 (07/19/86)   67.64   (m)          221.9    (f) LEVELING    3  
 BH2928
 BH2928.Superseded values are not recommended for survey control.
 BH2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2928.See file dsdata.txt to determine how the superseded data were derived.
 BH2928
 BH2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4304328364(NAD 83)
 BH2928_MARKER: DS = TRIANGULATION STATION DISK
 BH2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2928+STABILITY: SURFACE MOTION
 BH2928
 BH2928  HISTORY     - Date     Condition        Report By
 BH2928  HISTORY     - 1966     MONUMENTED       CGS
 BH2928
 BH2928                          STATION DESCRIPTION
 BH2928
 BH2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EGC)
 BH2928'TO REACH FROM THE EAST END OF BRIDGE OVER THE PEARL RIVER WHICH IS
 BH2928'ABOUT 3 MILES EAST OF BOGALUSA.  GO EAST ON STATE HIGHWAY 26 FOR 2.5
 BH2928'MILES TO A CROSSROADS AND JUNCTION OF HIGHWAY 43.  TURN LEFT AND GO
 BH2928'NORTHERLY ON SURFACED ROAD FOR 11.1 MILES TO A CROSSROAD.
 BH2928'CONTINUE NORTHERLY ON SURFACED ROAD FOR 1.8 MILES TO A FORK, KEEP
 BH2928'LEFT AND CONTINUE NORTHERLY FOR 0.6 MILE TO A STORE ON THE LEFT.
 BH2928'CONTINUE NORTH FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT ON
 BH2928'WOODS ROAD AND GO WESTERLY TO THE HIGHEST PART OF RIDGE AND STATION
 BH2928'FORD AS DESCRIBED.
 BH2928'
 BH2928'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED FORD RM A
 BH2928'1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 BH2928'ABOUT 3 INCHES.  MARK IS 39.5 FEET NORTH-NORTHWEST OF A 12-INCH OAK
 BH2928'TREE, 23.5 FEET WEST OF A 6-INCH PINE TREE, 19 FEET SOUTH OF THE
 BH2928'CENTER OF A TRACK ROAD AND 10.7 FEET NORTH-NORTHWEST OF A 6-INCH
 BH2928'BLAZED PINE TREE.
 BH2928'
 BH2928'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION FORD, DISTANCE BEING
 BH2928'25.316 METERS OR 83.06 FEET, SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2201 ***********************************************************************
 BW2201  DESIGNATION -  FORDS
 BW2201  PID         -  BW2201
 BW2201  STATE/COUNTY-  MS/LINCOLN
 BW2201  USGS QUAD   -  STRONGHOPE (1972)
 BW2201
 BW2201                         *CURRENT SURVEY CONTROL
 BW2201  ___________________________________________________________________
 BW2201* NAD 83(1993)-  31 40 18.55858(N)    090 20 44.89583(W)     ADJUSTED  
 BW2201* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 BW2201  ___________________________________________________________________
 BW2201  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BW2201  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW2201  HORZ ORDER  -  SECOND
 BW2201
 BW2201.The horizontal coordinates were established by classical geodetic methods
 BW2201.and adjusted by the National Geodetic Survey in May 1994.
 BW2201
 BW2201.The orthometric height was scaled from a topographic map.
 BW2201
 BW2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2201
 BW2201.The geoid height was determined by GEOID03.
 BW2201
 BW2201;                    North         East     Units Scale Factor Converg.
 BW2201;SPC MS W     -   240,761.497   698,817.451   MT  0.99995002   -0 00 23.6
 BW2201;SPC MS W     -   789,898.34  2,292,703.59   sFT  0.99995002   -0 00 23.6
 BW2201;UTM  15      - 3,507,122.117   751,632.487   MT  1.00038101   +1 23 39.6
 BW2201
 BW2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2201!SPC MS W     -   0.99998587  x   0.99995002  =   0.99993589
 BW2201!UTM  15      -   0.99998587  x   1.00038101  =   1.00036687
 BW2201
 BW2201|---------------------------------------------------------------------|
 BW2201| PID    Reference Object                     Distance      Geod. Az  |
 BW2201|                                                           dddmmss.s |
 BW2201| CY3580 FORDS RM 1                           29.358 METERS 03520     |
 BW2201| CY3581 FORDS RM 2                           30.547 METERS 14401     |
 BW2201| BW2204 HEUCKS                              APPROX. 5.6 KM 1915856.6 |
 BW2201| CY3579 FORDS AZ MK                                        2340343.1 |
 BW2201| BW2210 WESSON PRESBYTERIAN CH SPIRE        APPROX. 5.7 KM 3013407.8 |
 BW2201| BW2212 WESSON WATER TANK                   APPROX. 5.8 KM 3024851.4 |
 BW2201|---------------------------------------------------------------------|
 BW2201
 BW2201                          SUPERSEDED SURVEY CONTROL
 BW2201
 BW2201  NAD 83(1986)-  31 40 18.57443(N)    090 20 44.89244(W) AD(       ) 2
 BW2201  NAD 27      -  31 40 17.97400(N)    090 20 44.56400(W) AD(       ) 2
 BW2201
 BW2201.Superseded values are not recommended for survey control.
 BW2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2201.See file dsdata.txt to determine how the superseded data were derived.
 BW2201
 BW2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5163207122(NAD 83)
 BW2201_MARKER: DS = TRIANGULATION STATION DISK
 BW2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2201
 BW2201  HISTORY     - Date     Condition        Report By
 BW2201  HISTORY     - 1946     MONUMENTED       CGS
 BW2201  HISTORY     - 1955     GOOD             CGS
 BW2201  HISTORY     - 1958     GOOD             CGS
 BW2201  HISTORY     - 1968     GOOD             MSHD
 BW2201  HISTORY     - 1968     POOR             CGS
 BW2201  HISTORY     - 1981     SEE DESCRIPTION  MSU
 BW2201
 BW2201                          STATION DESCRIPTION
 BW2201
 BW2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2201'THIS STATION IS LOCATED APPROXIMATELY 8 MILES NE OF BROOKHAVEN
 BW2201'AND 4 MILES ESE OF WESSON, IN THE SW QUARTER OF SEC. 7, T. 8 N.,
 BW2201'R. 9 E., ON CHURCH PROPERTY, 101 FEET S OF ENTRANCE GATE TO A
 BW2201'GRAVEYARD, AND 169 FEET N OF THE APPROXIMATE CENTER LINE OF A
 BW2201'GRAVEL ROAD.
 BW2201'
 BW2201'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2201'FORDS 1946, AND PROJECTS 8 INCHES.  UNDERGROUND MARK IS A
 BW2201'BRONZE STATION DISK SET IN CONCRETE.
 BW2201'
 BW2201'REFERENCE MARK 1 IS 96.35 FEET NE OF THE STATION, 24 FEET S
 BW2201'OF THE SE CORNER OF GRAVEYARD FENCE, AND ON THE E EDGE OF A
 BW2201'CLEARED FIELD.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 BW2201'STAMPED FORDS NO 1 1946, AND PROJECTS 8 INCHES.
 BW2201'
 BW2201'REFERENCE MARK 2 IS 100.22 FEET SE OF THE STATION, 69 FEET N OF
 BW2201'THE APPROXIMATE CENTER LINE OF GRAVEL ROAD, 24 FEET NW OF A
 BW2201'12-INCH OAK TREE, AND 64.5 FEET E OF ENTRANCE LANE TO GRAVEYARD.
 BW2201'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED FORDS NO 2
 BW2201'1946, AND PROJECTS 8 INCHES.
 BW2201'
 BW2201'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SW OF THE STATION,
 BW2201'60 FEET W OF A CURVE IN GRAVEL ROAD, 12 FEET S OF THE APPROXIMATE
 BW2201'CENTER LINE OF GRAVEL ROAD, AND 2 FEET W OF A STANDARD REFERENCE
 BW2201'POST IN A 2-STRAND BARBED-WIRE E-W FENCE LINE.  IT IS A BRONZE
 BW2201'AZIMUTH DISK SET IN CONCRETE, STAMPED FORDS 1946, AND PROJECTS
 BW2201'6 INCHES.
 BW2201'
 BW2201'TO REACH THE STATION FROM THE CAUTION LIGHT IN WESSON, GO S ON
 BW2201'U.S. HIGHWAY 51 FOR 1.35 MILES TO A MACADAM ROAD ON LEFT JUST
 BW2201'AFTER CROSSING A RAILROAD OVERPASS, TURN LEFT AND GO N FOR 0.4
 BW2201'MILE TO A SIDE ROAD ON RIGHT, ALONG THE S BOUNDARY OF THE
 BW2201'COPIAH-LINCOLN JUNIOR COLLEGE, HERE TURN RIGHT AND GO E 1.25
 BW2201'MILES TO A FORKS, KEEP LEFT FORK AND GO 0.3 MILE TO ANOTHER
 BW2201'FORK, KEEP LEFT FOR 0.55 MILE TO FORKS, AGAIN KEEP LEFT FOR 0.8
 BW2201'MILE TO A FORKS AT A BRIDGE, KEEP LEFT OR STRAIGHT AHEAD FOR 0.5
 BW2201'MILE TO FORKS, TAKE RIGHT FORK FOR 0.35 MILE TO AZIMUTH MARK ON
 BW2201'RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE E FOR 0.25
 BW2201'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BW2201'
 BW2201'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2201
 BW2201                          STATION RECOVERY (1955)
 BW2201
 BW2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2201'THE STATION WAS VISITED 10-18-55 AND THE STATION MARK AND
 BW2201'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BW2201'THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE.  THE AZIMUTH MARK WAS
 BW2201'12 FEET FROM THE CENTER OF THE GRAVELED ROAD, THE ROAD IS NOW
 BW2201'ABOUT 40 FEET WIDE, THE MARK WAS PROBABLY DESTROYED WHEN THE
 BW2201'ROAD WAS WIDENED.
 BW2201'
 BW2201'A NEW DESCRIPTION OF THE STATION FOLLOWS--
 BW2201'
 BW2201'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF BROOKHAVEN AND
 BW2201'4 MILES EAST-SOUTHEAST OF WESSON IN THE SW QUARTER OF SEC. 7,
 BW2201'T 8 N, R 9 E, ON THE PROPERTY OF THE MISSION HILL BAPTIST CHURCH.
 BW2201'IT IS 171 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 31 FEET
 BW2201'EAST OF THE EAST WALL OF THE CHURCH OPPOSITE THE EAST DOOR AND
 BW2201'CONCRETE STEPS, 7 FEET SOUTH OF THE PROJECTED TANGENT OF THE
 BW2201'SOUTH WALL OF THE NORTHEAST WING OF THE CHURCH AND 101 FEET
 BW2201'SOUTH OF THE SOUTHEAST CORNER OF THE HEAD STONE OF HURLSTAN AND
 BW2201'LOUELLA LEA.  IT IS A STANDARD DISK, STAMPED FORDS 1946,
 BW2201'PROJECTING 10 INCHES.
 BW2201'
 BW2201'REFERENCE MARK NO. 1 IS 96.35 FEET NORTHEAST OF THE STATION,
 BW2201'104 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST
 BW2201'WING OF THE CHURCH AND 35 FEET SOUTH-SOUTHEAST OF THE SMALL
 BW2201'HEADSTONE OF THOMAS A. WHITE, AT THE WEST EDGE OF A WOODED AREA
 BW2201'AND AT THE EAST EDGE OF THE CHURCH GROUNDS.  IT IS A STANDARD
 BW2201'DISK, STAMPED FORDS NO 1 1946, PROJECTING 4 INCHES.
 BW2201'
 BW2201'REFERENCE MARK NO. 2 IS 100.22 FEET SOUTHEAST OF THE STATION, 74
 BW2201'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 48 FEET WEST OF THE
 BW2201'WEST EDGE OF A GRAVEL PIT, 87 FEET SOUTHEAST OF THE SOUTHEAST
 BW2201'CORNER OF THE CHURCH AND 18 FEET SOUTHWEST OF THE CENTER OF THE
 BW2201'EAST DRIVEWAY TO THE CHURCH.  IT IS A STANDARD DISK, STAMPED
 BW2201'FORDS NO 2 1946, PROJECTING 6 INCHES.
 BW2201'
 BW2201'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY 51
 BW2201'IN WESSON, GO SOUTH ON U.S. HIGHWAY 51 FOR 1.0 MILE TO A FORKS,
 BW2201'TAKE LEFT FORK AND GO 0.35 MILE TO A SIDE ROAD LEFT, 0.1 MILE
 BW2201'AFTER CROSSING THE OVERPASS ON THE RAILROAD, TURN SHARP LEFT
 BW2201'AND GO 0.4 MILE TO A SIDE ROAD RIGHT AT THE SOUTH BOUNDARY OF THE
 BW2201'LINCOLN-COPIAH COLLEGE, TURN RIGHT AND GO EAST FOR 1.25 MILE TO
 BW2201'A FORKS, TAKE LEFT FORK AND GO 0.3 MILE TO A FORK, TAKE LEFT
 BW2201'FORK AND GO 0.55 MILE TO A FORK, TAKE LEFT FORK AND GO 0.8
 BW2201'MILE TO A FORK AT A BRIDGE.  TAKE LEFT FORK AND GO 0.35 MILE
 BW2201'TO A FORK, TAKE RIGHT FORK AND GO 0.8 MILE TO THE CHURCH AND
 BW2201'STATION ON THE LEFT.
 BW2201
 BW2201                          STATION RECOVERY (1958)
 BW2201
 BW2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WJC)
 BW2201'RECOVERED BY MR. WALTER L. FURR, WESSON, MISSISSIPPI, REFERENCE TO
 BW2201'LETTER DATED NOVEMBER 25, 1958.
 BW2201'
 BW2201'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK ARE IN GOOD SHAPE.
 BW2201'THE MISSION HILL CHURCH HAS BEEN RELOCATED BETWEEN STATION AND
 BW2201'AZIMUTH MARK, MAKING IT IMPOSSIBLE TO SEE THE AZIMUTH MARK FROM
 BW2201'A SETUP ON THE GROUND.
 BW2201
 BW2201                          STATION RECOVERY (1968)
 BW2201
 BW2201'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2201'THE STATION WAS VISITED 1-8-68 AND REFERENCE MARK NO. 1 AND
 BW2201'NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK
 BW2201'WAS FOUND TO BE LEANING APPROXIMATELY 45 DEG.  THE AZIMUTH MARK
 BW2201'WAS NOT FOUND.
 BW2201'
 BW2201'THE STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF WESSON AND
 BW2201'8.7 MILES NORTHEAST OF BROOKHAVEN, IN THE SOUTHWEST, 1/4 OF
 BW2201'SECTION 7, T8N, R9E, AND ON PROPERTY OWNED BY THE MISSION HILL
 BW2201'BAPTIST CHURCH.  IT IS 42.5 FEET NORTHEAST OF THE SOUTHEAST
 BW2201'CORNER OF THE CHURCH, 21.5 FEET EAST OF THE SOUTHEAST CORNER OF
 BW2201'THE EAST WING, 9 FEET EAST OF THE CENTER OF THE DRIVEWAY, 34.5
 BW2201'FEET NORTHWEST OF A LAMP POST AND 172 FEET NORTH OF THE CENTER
 BW2201'OF A BLACK TOP ROAD.
 BW2201'
 BW2201'IT IS A STANDARD TRIANGULATION DISK, STAMPED FORDS 1946 PROJECTING
 BW2201'8 INCHES.
 BW2201'
 BW2201'REFERENCE MARK NO. 1 IS 96.35 FEET NORTHEAST OF THE STATION.
 BW2201'IT IS 105 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BW2201'EAST WING OF THE CHURCH, 108 FEET NORTHEAST OF A LAMP POLE, 35
 BW2201'FEET SOUTHEAST OF THE THOMAS A. WHITE HEADSTONE, 74 FEET SOUTHEAST
 BW2201'OF THE SOUTHEAST CORNER OF THE LEA HEADSTONE AND 1 FOOT SOUTH
 BW2201'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED FORDS
 BW2201'NO 1 1946, PROJECTING 4 INCHES.
 BW2201'
 BW2201'REFERENCE MARK NO. 2 IS 100.22 FEET SOUTHEAST OF THE STATION.
 BW2201'IT IS 86.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH,
 BW2201'75 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 66 FEET
 BW2201'SOUTHEAST OF A LAMP POLE, 64 FEET NORTHEAST OF THE CHURCH SIGN,
 BW2201'22.5 FEET NORTH-NORTHWEST OF A 14-INCH OAK AND 16 FEET
 BW2201'SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVEWAY.  IT IS A STANDARD
 BW2201'REFERENCE MARK DISK STAMPED FORDS NO 2 1946, PROJECTING 6
 BW2201'INCHES.
 BW2201'
 BW2201'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 159.40
 BW2201'FEET.
 BW2201'
 BW2201'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE COPIAH-LINCOLN
 BW2201'JUNIOR COLLEGE LOCATED AT THE SOUTHEAST EDGE OF WESSON, GO
 BW2201'SOUTHWEST ON A BLACK TOP ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 BW2201'TURN LEFT (SOUTHEAST) AND CONTINUE ON A BLACK TOP ROAD FOR 1.25
 BW2201'MILE TO A SIDE ROAD LEFT.  TURN LEFT (EAST) AND CONTINUE ON
 BW2201'A BLACK TOP ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 BW2201'EAST ON A BLACK TOP ROAD FOR 0.4 MILE TO A FORK.  TAKE THE
 BW2201'RIGHT FORK AND CONTINUE SOUTHEAST ON A BLACK TOP ROAD FOR 0.85
 BW2201'MILE TO THE MISSION HILL BAPTIST CHURCH AND THE MARK ON THE
 BW2201'LEFT AS DESCRIBED.
 BW2201'
 BW2201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BW2201'EAST-SOUTHEAST OF WESSON
 BW2201
 BW2201                          STATION RECOVERY (1968)
 BW2201
 BW2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW2201'THE STATION WAS VISITED 2/5/68 AND STATION MARK WAS FOUND TILTED
 BW2201'ABOUT 45 DEG ANGLE AND WAS RELOCATED IN ITS ORIGINAL POSITION
 BW2201'BY USING UNDERGROUND MARK AS CENTER POINT.  THE UNDERGROUND MARK
 BW2201'WAS ALSO LOWERED ABOUT 12 INCHES.  REFERENCE MARK NO. 1 AND NO. 2
 BW2201'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BW2201'
 BW2201'THE STATION IS LOCATED ABOUT 4.0 MILES EAST-SOUTHEAST OF WESSON
 BW2201'AND 8.7 MILES NORTHEAST OF BROOKHAVEN, IN SW 1/4 OF SEC. 7,
 BW2201'T 8 N, R 9 E, AND ON PROPERTY OWNED BY MISSION HILL BAPTIST
 BW2201'CHURCH.  THE STATION IS 34 FEET NORTHWEST OF LAMP POST, 21.5
 BW2201'FEETEAST OF SOUTHEAST CORNER OF EAST WING OF CHURCH, 43 FEET,
 BW2201'NORTHEAST OF SOUTHEAST CORNER OF CHURCH, 172 FEET NORTH OF THE
 BW2201'CENTERLINE OF BLACK TOP ROAD.  IT IS A STANDARD TRIANGULATION
 BW2201'DISK STAMPED FORDS 1946 1968 PROJECTING 4 INCHES.
 BW2201'
 BW2201'REFERENCE MARK NO. 1 IS 96.32 FEET NORTHEAST OF STATION, 105
 BW2201'FEET EAST-NORTHEAST OF NORTHEAST CORNER OF EAST WING OF CHURCH,
 BW2201'108 FEET NORTHEAST OF LAMP POLE, 35 FEET SOUTHEAST OF TOMAS A.
 BW2201'WHITE HEADSTONE, AND 1 FOOT SOUTH OF WITNESS POST.  IT IS A
 BW2201'STANDARD REFERENCE MARK DISK STAMPED FORDS NO. 1 1946, PROJECTING
 BW2201'4-INCHES.
 BW2201'
 BW2201'REFERENCE MARK NO. 2 IS 100.22 FEET SOUTHEAST OF STATION, 66 FEET
 BW2201'SOUTHEAST OF LAMP POLE, 86.5 FEET SOUTHEAST OF SOUTHEAST CORNER
 BW2201'OF CHURCH, 75 FEET NORTH OF THE CENTERLINE OF BLACK TOP ROAD,
 BW2201'64 FEET NORTHEAST OF CHURCH SIGN, 22.5 FEET NORTH-NORTHWEST OF
 BW2201'14 IN OAK TREE, 16 FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY.
 BW2201'IT IS A STANDARD REFERENCE MARK DISK STAMPED FORDS NO. 2 1946,
 BW2201'PROJECTING 4-INCHES.
 BW2201'
 BW2201'TO REACH THE STATION FROM MAIN ENTRANCE TO COPIAH-LINCOLN JUNIOR
 BW2201'COLLEGE LOCATED IN THE SOUTHEAST EDGE OF WESSON, GO SOUTHWEST ON
 BW2201'BLACK TOP ROAD FOR 0.2 MILE TO SIDE ROAD LEFT, TURN LEFT
 BW2201'(SOUTHEAST) AND CONTINUE ON BLACK TOP ROAD FOR 1.25 MILE TO
 BW2201'SIDE ROAD LEFT, TURN LEFT (EAST) AND CONTINUE ON BLACK TOP ROAD
 BW2201'FOR 1.4 MILES TO SIDE ROAD RIGHT, CONTINUE (EAST) ON BLACK TOP
 BW2201'ROAD FOR 0.4 MILE TO FORK, TAKE RIGHT FORK AND CONTINUE
 BW2201'(SOUTHEAST) ON BLACK TOP ROAD FOR 0.85 MILE TO MISSION HILL
 BW2201'BAPTIST CHURCH AND MARK AS DESCRIBED.
 BW2201
 BW2201                          STATION RECOVERY (1981)
 BW2201
 BW2201'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1981 (RB)
 BW2201'FORDS 1946 1968 FOUND UPROOTED.
 BW2201'
 BW2201'FORDS NO 1 1946 RECOVERED IN GOOD CONDITION.
 BW2201'
 BW2201'FORDS NO 2 1946 RECOVERED IN GOOD OR SLIGHTLY DISTURBED.
 BW2201'
 BW2201'AZ MK NOT SEARCHED FOR ON THIS DATE.
 BW2201'
 BW2201'STA. UG. MARK SHOULD BE REACHED BY DIGGING AT WEST EDGE OF ANNEX AND
 BW2201'ABOUT 1-1/2 FEET UNDER CONCRETE SIDEWALK OR 12-1/2 FEET NORTH OF SW
 BW2201'COR. OF ANNEX.  PASTOR WILL BE IN PASTORIUM ACROSS ROAD ONLY ON
 BW2201'WEEKEND.  TWO OF HIS DEACONS WHO LIVE CLOSE BY ARE--
 BW2201'BARNEY THOMPSON (BROOKHAVEN PHONE NO.)
 BW2201'J. W. SANDIFER (WESSON PHONE NO.)
 BW2201'
 BW2201'NOTE I PLAN TO BE IN BHAVEN FRIDAY (APRIL 17) AND COULD HELP YOU
 BW2201'REWORK STATION IF YOU DESIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1370 ***********************************************************************
 CO1370  DESIGNATION -  FOREST
 CO1370  PID         -  CO1370
 CO1370  STATE/COUNTY-  MS/SCOTT
 CO1370  USGS QUAD   -  PULASKI (1982)
 CO1370
 CO1370                         *CURRENT SURVEY CONTROL
 CO1370  ___________________________________________________________________
 CO1370* NAD 83(1993)-  32 19 56.21397(N)    089 30 36.04171(W)     ADJUSTED  
 CO1370* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 CO1370  ___________________________________________________________________
 CO1370  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1370  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CO1370  HORZ ORDER  -  FIRST
 CO1370
 CO1370.The horizontal coordinates were established by classical geodetic methods
 CO1370.and adjusted by the National Geodetic Survey in May 1994.
 CO1370
 CO1370.The orthometric height was scaled from a topographic map.
 CO1370
 CO1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1370
 CO1370.The geoid height was determined by GEOID03.
 CO1370
 CO1370;                    North         East     Units Scale Factor Converg.
 CO1370;SPC MS E     -   314,195.287   236,292.765   MT  1.00000003   -0 21 42.9
 CO1370;SPC MS E     - 1,030,822.37    775,237.18   sFT  1.00000003   -0 21 42.9
 CO1370;UTM  16      - 3,580,036.389   263,742.410   MT  1.00028838   -1 20 35.0
 CO1370
 CO1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1370!SPC MS E     -   0.99997550  x   1.00000003  =   0.99997553
 CO1370!UTM  16      -   0.99997550  x   1.00028838  =   1.00026387
 CO1370
 CO1370|---------------------------------------------------------------------|
 CO1370| PID    Reference Object                     Distance      Geod. Az  |
 CO1370|                                                           dddmmss.s |
 CO1370| CF9748 FOREST RM 1                          43.708 METERS 00122     |
 CO1370| CO1363 FOREST MUNICIPAL TANK               APPROX. 4.7 KM 0435355.5 |
 CO1370| CO1361 LAKE WATER TANK                     APPROX.17.3 KM 0842720.1 |
 CO1370| CF9747 FOREST AZ MK                                       1281400.3 |
 CO1370| CF9749 FOREST RM 2                          28.026 METERS 28617     |
 CO1370|---------------------------------------------------------------------|
 CO1370
 CO1370                          SUPERSEDED SURVEY CONTROL
 CO1370
 CO1370  NAD 83(1986)-  32 19 56.22698(N)    089 30 36.04298(W) AD(       ) 1
 CO1370  NAD 27      -  32 19 55.70500(N)    089 30 35.79100(W) AD(       ) 1
 CO1370
 CO1370.Superseded values are not recommended for survey control.
 CO1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1370.See file dsdata.txt to determine how the superseded data were derived.
 CO1370
 CO1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6374280036(NAD 83)
 CO1370_MARKER: DS = TRIANGULATION STATION DISK
 CO1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1370+STABILITY: SURFACE MOTION
 CO1370
 CO1370  HISTORY     - Date     Condition        Report By
 CO1370  HISTORY     - 1930     MONUMENTED       CGS
 CO1370  HISTORY     - 1931     GOOD             CGS
 CO1370  HISTORY     - 1934     GOOD             CGS
 CO1370  HISTORY     - 1944     GOOD             CGS
 CO1370  HISTORY     - 1945     SEE DESCRIPTION  CGS
 CO1370
 CO1370                          STATION DESCRIPTION
 CO1370
 CO1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO1370'ABOUT 2-1/2 MILES SW OF THE TOWN OF FOREST, ON THE HIGHEST HILL
 CO1370'IN THE VICINITY.  STATION IS ON WHAT IS KNOWN AS THE OLD GEORGE
 CO1370'GRAY PLACE AND HIND HUGHES, WAS LIVING THERE AT THE
 CO1370'TIME OF OCCUPATION.  THE STATION IS 12.4 METERS SE OF THE
 CO1370'DWELLING HOUSE AND 16.6 METERS E OF A 30-INCH CEDAR TREE.
 CO1370'
 CO1370'REFERENCE MARK 1 IS N OF THE STATION AT THE FOOT OF 2 TREES
 CO1370'GROWN TOGETHER.
 CO1370'
 CO1370'REFERENCE MARK 2 IS W OF THE STATION, 6 METERS OF THE SW CORNER
 CO1370'OF THE HOUSE.
 CO1370'
 CO1370'REACHED FROM FOREST BY FOLLOWING THE ROAD S ACROSS THE RAILROAD
 CO1370'TRACKS, GO TO THE SECOND STREET, FOLLOW THE LODMORE ROAD AT THIS
 CO1370'POINT WHICH GOES OFF AT AN ANGLE TO THE SW, FOLLOW THIS ROAD
 CO1370'ABOUT 3 MILES TO THE TOP OF A LONG GRADE, AT THIS POINT A
 CO1370'WELL-TRAVELED ROAD LEADS TO THE NW THROUGH A WIRE GATE, FOLLOW
 CO1370'THIS ROAD NW ABOUT 1/2 MILE AND THE FIRST HOUSE IS HUGHES, AND
 CO1370'THE STATION.
 CO1370'
 CO1370'HEIGHT OF LIGHT ABOVE STATION MARK - 31.4 METERS.
 CO1370
 CO1370                          STATION RECOVERY (1931)
 CO1370
 CO1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CO1370'RECOVERED AS DESCRIBED WITH MARKS IN GOOD CONDITION.
 CO1370
 CO1370                          STATION RECOVERY (1934)
 CO1370
 CO1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1370'ABOUT 2-1/2 MILES SW OF FOREST, ON THE HIGH POINT OF A GENTLY
 CO1370'ROLLING HIGHLAND, 0.7 MILE W OF A FIRE TOWER OF THE U.S. FORESTRY
 CO1370'SERVICE, ON THE OLD GEORGE GRAY PLACE, AT THE E EDGE OF A SMALL
 CO1370'KNOLL.
 CO1370'
 CO1370'STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 CO1370'IN CONCRETE, AND WERE
 CO1370'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL MARK, THE AZIMUTH MARK,
 CO1370'WAS ESTABLISHED, 0.2 MILE SE OF THE STATION, ALONG WOODS
 CO1370'ROAD, 100 FEET SE OF AN 8-INCH PINE TREE, AND 7 FEET NE OF
 CO1370'THE CENTER OF THE ROAD.
 CO1370'
 CO1370'REFERENCE MARK 1 IS N OF THE STATION, AT THE BASE OF A DOUBLE
 CO1370'CHINABERRY TREE.
 CO1370'
 CO1370'REFERENCE MARK 2 IS W OF THE STATION, NEAR SITE OF OLD HOUSE.
 CO1370'
 CO1370'TO REACH THE STATION FROM FOREST, GO S ON STATE HIGHWAY 35 FOR
 CO1370'1.55 MILES AND TURN RIGHT ON T-ROAD, CONTINUE 1.75 MILES AND
 CO1370'TURN RIGHT THROUGH YARD ON DWELLING JUST BEFORE PASSING THE
 CO1370'FIRE TOWER ON THE LEFT, AND CONTINUE ON OLD WOODS ROAD TO THE
 CO1370'NW FOR 0.6 MILE TO BASE OF KNOLL, TURN TO LEFT OFF ROAD FOR 100
 CO1370'YARDS TO THE SUMMIT AND THE STATION, 70 FEET SE OF A 26-INCH
 CO1370'WHITE OAK TREE, 41 FEET SE OF RUBBLE PILE, AND 20-1/2 FEET SW
 CO1370'OF A GROUP OF CREPE MYRTLE BUSHES.
 CO1370'
 CO1370'AN ERROR OF APPROXIMATELY 02 MIN WAS FOUND IN THE DIRECTIONS
 CO1370'R.M. 1 AND R.M. 2
 CO1370'
 CO1370'90 FEET WILL SEE ALL LINES.
 CO1370'
 CO1370'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CO1370
 CO1370                          STATION RECOVERY (1944)
 CO1370
 CO1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MZB)
 CO1370'THE MARKS AT THIS STATION WERE ALL FOUND.  THE STATION MARK
 CO1370'HAS ALMOST BEEN UNDERMINED BY A GRAVEL PIT.  THE AZIMUTH MARK
 CO1370'IS BROKEN OFF AND LIES BESIDE THE ROAD TO STATION.  REFERENCE
 CO1370'MARKS 1 AND 2 ARE STANDARD.
 CO1370
 CO1370                          STATION RECOVERY (1945)
 CO1370
 CO1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1370'STATION LOST.  SEE FOREST 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1369 ***********************************************************************
 CO1369  DESIGNATION -  FOREST 2
 CO1369  PID         -  CO1369
 CO1369  STATE/COUNTY-  MS/SCOTT
 CO1369  USGS QUAD   -  PULASKI (1982)
 CO1369
 CO1369                         *CURRENT SURVEY CONTROL
 CO1369  ___________________________________________________________________
 CO1369* NAD 83(1993)-  32 19 56.95899(N)    089 30 37.67924(W)     ADJUSTED  
 CO1369* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CO1369  ___________________________________________________________________
 CO1369  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1369  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CO1369  HORZ ORDER  -  FIRST
 CO1369
 CO1369.The horizontal coordinates were established by classical geodetic methods
 CO1369.and adjusted by the National Geodetic Survey in May 1994.
 CO1369
 CO1369.The orthometric height was scaled from a topographic map.
 CO1369
 CO1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1369
 CO1369.The geoid height was determined by GEOID03.
 CO1369
 CO1369;                    North         East     Units Scale Factor Converg.
 CO1369;SPC MS E     -   314,218.506   236,250.085   MT  1.00000010   -0 21 43.8
 CO1369;SPC MS E     - 1,030,898.55    775,097.15   sFT  1.00000010   -0 21 43.8
 CO1369;UTM  16      - 3,580,060.343   263,700.121   MT  1.00028863   -1 20 35.9
 CO1369
 CO1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1369!SPC MS E     -   0.99997534  x   1.00000010  =   0.99997544
 CO1369!UTM  16      -   0.99997534  x   1.00028863  =   1.00026396
 CO1369
 CO1369:                Primary Azimuth Mark                     Grid Az
 CO1369:SPC MS E     -  FOREST MUNICIPAL TANK                    044 49 47.9
 CO1369:UTM  16      -  FOREST MUNICIPAL TANK                    045 48 40.0
 CO1369
 CO1369|---------------------------------------------------------------------|
 CO1369| PID    Reference Object                     Distance      Geod. Az  |
 CO1369|                                                           dddmmss.s |
 CO1369| CO1363 FOREST MUNICIPAL TANK               APPROX. 4.7 KM 0442804.1 |
 CO1369| CO1374 FOREST 3                             47.112 METERS 06140     |
 CO1369| CO1372 MOORE LOT                           APPROX. 1.0 KM 1521952.8 |
 CO1369| CF9750 FOREST 2 AZ MK                                     1685826.3 |
 CO1369| CF9751 FOREST 2 RM 1                        31.815 METERS 25308     |
 CO1369| CF9752 FOREST 2 RM 2                        33.171 METERS 31844     |
 CO1369|---------------------------------------------------------------------|
 CO1369
 CO1369                          SUPERSEDED SURVEY CONTROL
 CO1369
 CO1369  NAD 83(1986)-  32 19 56.97186(N)    089 30 37.68054(W) AD(       ) 1
 CO1369  NAD 27      -  32 19 56.44800(N)    089 30 37.42900(W) AD(       ) 1
 CO1369
 CO1369.Superseded values are not recommended for survey control.
 CO1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1369.See file dsdata.txt to determine how the superseded data were derived.
 CO1369
 CO1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6370080060(NAD 83)
 CO1369_MARKER: DS = TRIANGULATION STATION DISK
 CO1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1369+STABILITY: SURFACE MOTION
 CO1369
 CO1369  HISTORY     - Date     Condition        Report By
 CO1369  HISTORY     - 1945     MONUMENTED       CGS
 CO1369  HISTORY     - 1953     SEE DESCRIPTION  CGS
 CO1369
 CO1369                          STATION DESCRIPTION
 CO1369
 CO1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1369'STATION IS LOCATED ABOUT 2-1/2 MILES SW OF FOREST ON THE W
 CO1369'RIDGE OF AN OLD GRAVEL PIT AND ABOUT 1/2 MILE N OF THE
 CO1369'MOORE LOOKOUT TOWER.  IT IS ABOUT 50 YARDS W OF THE OLD
 CO1369'LOCATION OF THE STATION FOREST, WHICH HAS BEEN DESTROYED.
 CO1369'IT IS 110 FEET W OF THE BANK OF THE GRAVEL PIT.  THE DISK
 CO1369'IS STAMPED FOREST 2 1945.
 CO1369'
 CO1369'REFERENCE MARK 1 IS 104.38 FEET SW OF THE STATION.  IT IS 20 FEET
 CO1369'N OF THE BANK OF THE GRAVEL PIT.  THE DISK IS STAMPED FOREST 2
 CO1369'NO 1 1945.
 CO1369'
 CO1369'REFERENCE MARK 2 IS 108.83 FEET NW OF THE STATION.  THE DISK IS
 CO1369'STAMPED FOREST 2 NO 2 1945.
 CO1369'
 CO1369'AZIMUTH MARK IS ABOUT 1 MILE S OF THE STATION NEAR A WHITE HOUSE
 CO1369'OWNED BY MR. SAM HOWELL.  IT IS 31 FEET N OF THE NW CORNER OF THE
 CO1369'HOUSE, 40 FEET W OF A 30-INCH RED OAK TREE, AND 24 FEET SW OF
 CO1369'POWER-TRANSMISSION LINE POLE 28-100.  THE DISK IS STAMPED
 CO1369'FOREST 2 1945.
 CO1369'
 CO1369'TO REACH THE STATION FROM THE COURTHOUSE IN FOREST, GO S ON
 CO1369'STATE HIGHWAY 35 FOR 2.7 MILES TO A CROSS ROAD, TURN RIGHT AND GO
 CO1369'1.1 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING MOORE
 CO1369'LOOKOUT TOWER*, TURN RIGHT ON SIDE ROAD AND GO 0.3 MILE TO
 CO1369'A BOARD GATE, PASS THROUGH GATE AND GO 0.3 MILE TO A GRAVEL PIT,
 CO1369'TAKE RIGHT FORK AROUND PIT TO TOP OF HIGH GROUND AND STATION.
 CO1369'
 CO1369'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON GRAVEL
 CO1369'ROAD FOR 0.4 MILE TO THE ENTRANCE TO THE HOWELL FARM, TURN
 CO1369'RIGHT AND CONTINUE 0.1 MILE TO THE HOWELL HOUSE AND AZIMUTH
 CO1369'MARK AT THE NW CORNER.
 CO1369'
 CO1369'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1369
 CO1369                          STATION RECOVERY (1953)
 CO1369
 CO1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 CO1369'STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 CO1369'CONDITION AS DESCRIBED, THE COMPLETE STATION WAS MOVED BY THE
 CO1369'REQUEST OF THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 CO1369'A SHORT WAVE RELAY TOWER IS TO BE BUILT NEAR THE SITE OF THE
 CO1369'STATION, AND ABOUT 6 FT. OF THE TOP OF THE HILL IS TO BE EXCAVATED.
 CO1369'A NEW STATION, FOREST 3, WAS ESTABLISHED 154.569 FT. NE.
 CO1369'THE AZIMUTH MARK WAS DESTROYED.  IT COULD NOT BE SEEN FROM
 CO1369'THE NEW STATION, FOREST 3, AND THEREFORE WAS OF NO VALUE.
 CO1369'THE DISKS WERE RECLAIMED AND RETURNED TO THE WASHINGTON
 CO1369'OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1374 ***********************************************************************
 CO1374  DESIGNATION -  FOREST 3
 CO1374  PID         -  CO1374
 CO1374  STATE/COUNTY-  MS/SCOTT
 CO1374  USGS QUAD   -  PULASKI (1982)
 CO1374
 CO1374                         *CURRENT SURVEY CONTROL
 CO1374  ___________________________________________________________________
 CO1374* NAD 83(1993)-  32 19 57.68505(N)    089 30 36.09374(W)     ADJUSTED  
 CO1374* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 CO1374  ___________________________________________________________________
 CO1374  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1374  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CO1374  HORZ ORDER  -  SECOND
 CO1374
 CO1374.The horizontal coordinates were established by classical geodetic methods
 CO1374.and adjusted by the National Geodetic Survey in May 1994.
 CO1374
 CO1374.The orthometric height was scaled from a topographic map.
 CO1374
 CO1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1374
 CO1374.The geoid height was determined by GEOID03.
 CO1374
 CO1374;                    North         East     Units Scale Factor Converg.
 CO1374;SPC MS E     -   314,240.609   236,291.691   MT  1.00000003   -0 21 43.0
 CO1374;SPC MS E     - 1,030,971.06    775,233.66   sFT  1.00000003   -0 21 43.0
 CO1374;UTM  16      - 3,580,081.736   263,742.112   MT  1.00028838   -1 20 35.1
 CO1374
 CO1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1374!SPC MS E     -   0.99997581  x   1.00000003  =   0.99997584
 CO1374!UTM  16      -   0.99997581  x   1.00028838  =   1.00026418
 CO1374
 CO1374|---------------------------------------------------------------------|
 CO1374| PID    Reference Object                     Distance      Geod. Az  |
 CO1374|                                                           dddmmss.s |
 CO1374| CF9753 FOREST 3 RM 5                        34.261 METERS 05705     |
 CO1374| CO1372 MOORE LOT                           APPROX. 1.0 KM 1545750.7 |
 CO1374| CO1369 FOREST 2                             47.112 METERS 24140     |
 CO1374| CO1373 FOREST 4                             30.396 METERS 33457     |
 CO1374| CF9754 FOREST 3 RM 6                        36.080 METERS 33631     |
 CO1374|---------------------------------------------------------------------|
 CO1374
 CO1374                          SUPERSEDED SURVEY CONTROL
 CO1374
 CO1374  NAD 83(1986)-  32 19 57.69792(N)    089 30 36.09504(W) AD(       ) 2
 CO1374  NAD 27      -  32 19 57.17400(N)    089 30 35.84400(W) AD(       ) 2
 CO1374
 CO1374.Superseded values are not recommended for survey control.
 CO1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1374.See file dsdata.txt to determine how the superseded data were derived.
 CO1374
 CO1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6374280082(NAD 83)
 CO1374_MARKER: DS = TRIANGULATION STATION DISK
 CO1374_SETTING: 0 = UNSPECIFIED SETTING
 CO1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1374
 CO1374  HISTORY     - Date     Condition        Report By
 CO1374  HISTORY     - 1953     MONUMENTED       CGS
 CO1374  HISTORY     - 1953     SEE DESCRIPTION  CGS
 CO1374
 CO1374                          STATION DESCRIPTION
 CO1374
 CO1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EBL)
 CO1374'STATION IS LOCATED ABOUT 2.5 MI. SW OF FOREST, IN THE BIENVILLE
 CO1374'NATIONAL FOREST, ON THE HIGHEST POINT OF THE N SIDE OF A GRAVEL
 CO1374'PIT, AND ABOUT 0.6 MI. NW OF THE MOORE LOOKOUT TOWER.  IT IS
 CO1374'154.569 FT. NE OF FOREST 2, 200 FT. NE OF A RADIO RELAY TOWER, 90
 CO1374'FT. E OF THE ENTRANCE TO THE GRAVEL PIT, 64 FT. S OF THE
 CO1374'CENTER LINE OF A DIRT ROAD, 16 FT. NE OF THE N EDGE OF THE
 CO1374'GRAVEL PIT, AND 9 FT. SW OF A TWIN TREE.  SURFACE STATION MARK
 CO1374'IS A STANDARD STATION DISK, STAMPED FOREST 3 1953 AND SET IN
 CO1374'CONCRETE PROJECTING 6 IN. ABOVE GROUND.
 CO1374'
 CO1374'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN TOP OF
 CO1374'A CONCRETE POST.
 CO1374'
 CO1374'REFERENCE MARK 5 IS 112.650 FT. (SLOPE) NE OF THE STATION, 7.427
 CO1374'FT. LOWER THAN THE STATION, 36 FT. NE OF THE CENTER LINE OF AN E-W
 CO1374'DIRT ROAD, 45 FT. NW OF THE CENTER LINE OF A ROAD LEADING N,
 CO1374'AND 8 FT. E OF AN 8-IN. PINE TREE.  IT IS A STANDARD
 CO1374'REFERENCE-MARK DISK, STAMPED FOREST 3 NO 5 1953 AND SET IN
 CO1374'CONCRETE PROJECTING 6 IN. ABOVE GROUND.
 CO1374'
 CO1374'REFERENCE MARK 6 IS 119.125 FT. (SLOPE) NW OF THE STATION, 13.369
 CO1374'FT. LOWER THAN THE STATION, 48 FT. N OF THE CENTER LINE OF A DIRT
 CO1374'ROAD, 14 FT. E OF A 15-IN. WHITE OAK TREE, AND 30 FT. SW OF A
 CO1374'20-IN. CEDAR TREE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CO1374'FOREST 3 NO 6 1953 AND SET IN CONCRETE PROJECTING 6 IN. ABOVE
 CO1374'GROUND.
 CO1374'
 CO1374'MOORE LOOKOUT TOWER WILL SERVE AS THE AZIMUTH MARK FOR THIS STATION.
 CO1374'
 CO1374'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION FOREST 2.
 CO1374'
 CO1374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO1374'AND STATE HIGHWAY 35 AT THE W EDGE OF FOREST, GO S ON STATE
 CO1374'HIGHWAY 35 FOR 2.7 MI. TO A CROSSROAD.  TURN RIGHT, ON FARM ROAD
 CO1374'503 AND GO 1.1 MI. TO A SIDE ROAD RIGHT AND SIGN CITY DUMP,
 CO1374'TURN RIGHT AND GO 0.7 MI. TO A GRAVEL PIT ON THE LEFT AND THE
 CO1374'STATION AS DESCRIBED.
 CO1374
 CO1374                          STATION RECOVERY (1953)
 CO1374
 CO1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 CO1374'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE STATION
 CO1374'MARK WAS RESET BY THE REQUEST OF THE AMERICAN TELEPHONE AND
 CO1374'TELEGRAPH CO. TO DO ADDITIONAL GRADING AROUND THE RADIO RELAY
 CO1374'TOWER.  THE NEW STATION, FOREST 4, WAS SET IN LINE WITH FOREST 3
 CO1374'AND MOORE LOOKOUT TOWER.  THE REFERENCE MARKS WERE NOT MOVED.
 CO1374'THEY WERE USED AS REFERENCE MARKS FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1373 ***********************************************************************
 CO1373  DESIGNATION -  FOREST 4
 CO1373  PID         -  CO1373
 CO1373  STATE/COUNTY-  MS/SCOTT
 CO1373  USGS QUAD   -  PULASKI (1982)
 CO1373
 CO1373                         *CURRENT SURVEY CONTROL
 CO1373  ___________________________________________________________________
 CO1373* NAD 83(1993)-  32 19 58.57905(N)    089 30 36.58573(W)     ADJUSTED  
 CO1373* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 CO1373  ___________________________________________________________________
 CO1373  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1373  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CO1373  HORZ ORDER  -  SECOND
 CO1373
 CO1373.The horizontal coordinates were established by classical geodetic methods
 CO1373.and adjusted by the National Geodetic Survey in May 1994.
 CO1373
 CO1373.The orthometric height was scaled from a topographic map.
 CO1373
 CO1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1373
 CO1373.The geoid height was determined by GEOID03.
 CO1373
 CO1373;                    North         East     Units Scale Factor Converg.
 CO1373;SPC MS E     -   314,268.228   236,278.998   MT  1.00000005   -0 21 43.2
 CO1373;SPC MS E     - 1,031,061.68    775,192.01   sFT  1.00000005   -0 21 43.2
 CO1373;UTM  16      - 3,580,109.577   263,729.890   MT  1.00028845   -1 20 35.4
 CO1373
 CO1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1373!SPC MS E     -   0.99997581  x   1.00000005  =   0.99997586
 CO1373!UTM  16      -   0.99997581  x   1.00028845  =   1.00026425
 CO1373
 CO1373|---------------------------------------------------------------------|
 CO1373| PID    Reference Object                     Distance      Geod. Az  |
 CO1373|                                                           dddmmss.s |
 CO1373| CF9753 FOREST 3 RM 5                        42.577 METERS 10205     |
 CO1373| CO1374 FOREST 3                             30.396 METERS 15457     |
 CO1373| CO1372 MOORE LOT                           APPROX. 1.1 KM 1545749.6 |
 CO1373| CF9754 FOREST 3 RM 6                         5.782 METERS 34448     |
 CO1373|---------------------------------------------------------------------|
 CO1373
 CO1373                          SUPERSEDED SURVEY CONTROL
 CO1373
 CO1373  NAD 83(1986)-  32 19 58.59191(N)    089 30 36.58704(W) AD(       ) 2
 CO1373  NAD 27      -  32 19 58.06800(N)    089 30 36.33600(W) AD(       ) 2
 CO1373
 CO1373.Superseded values are not recommended for survey control.
 CO1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1373.See file dsdata.txt to determine how the superseded data were derived.
 CO1373
 CO1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6373080110(NAD 83)
 CO1373_MARKER: DS = TRIANGULATION STATION DISK
 CO1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1373
 CO1373  HISTORY     - Date     Condition        Report By
 CO1373  HISTORY     - 1953     MONUMENTED       CGS
 CO1373  HISTORY     - 1957     GOOD             CGS
 CO1373  HISTORY     - 1964     GOOD             MSHD
 CO1373  HISTORY     - 1977     GOOD             MSHD
 CO1373  HISTORY     - 1988     GOOD             MSU
 CO1373
 CO1373                          STATION DESCRIPTION
 CO1373
 CO1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RCB)
 CO1373'STATION IS LOCATED ABOUT 2.5 MI. SW OF FOREST, 0.6 MI. NW OF
 CO1373'MOORE LOOKOUT TOWER, IN THE BIENVILLE NATIONAL FOREST, AND NEAR
 CO1373'THE SITE OF THE AMERICAN TELEPHONE AND TELEGRAPH RADIO RELAY
 CO1373'TOWER.  IT IS ABOUT 175 FT. NE OF THE RELAY TOWER, 210 FT. E OF
 CO1373'THE ENTRANCE TO THE TOWER, 30 FT. N OF THE CENTER LINE OF A
 CO1373'DIRT ROAD, AND 24 FT. E-NE OF THREE TREES IN A CLUSTER.  SURFACE
 CO1373'STATION MARK IS A STANDARD STATION DISK, STAMPED FOREST 4 1953
 CO1373'AND SET IN CONCRETE PROJECTING 3 IN. ABOVE GROUND.
 CO1373'
 CO1373'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP
 CO1373'OF A CONCRETE POST.
 CO1373'
 CO1373'THE REFERENCE MARKS FOR THIS STATION WERE ORIGINALLY THE
 CO1373'REFERENCE MARKS FOR FOREST 3, THEREFORE THE ARROWS ON THE DISKS
 CO1373'WILL NOT BE POINTING AT THIS STATION.
 CO1373'
 CO1373'REFERENCE MARK 5 IS 36 FT. NE OF THE CENTER LINE OF AN E-W DIRT
 CO1373'ROAD, 45 FT. NW OF THE CENTER LINE OF A ROAD LEADING N, AND 8 FT.
 CO1373'E OF AN 8-INCH PINE TREE.  IT IS A STANDARD REFERENCE-MARK DISK,
 CO1373'STAMPED FOREST 3 NO 5 1953 AND SET IN CONCRETE PROJECTING
 CO1373'5 IN. ABOVE GROUND.
 CO1373'
 CO1373'REFERENCE MARK 6 IS 48 FT. N OF THE CENTER LINE OF A DIRT ROAD,
 CO1373'14 FT. E OF A 15-IN. OAK TREE, AMD 30 FT. SW OF A 20-IN. CEDAR
 CO1373'TREE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED FOREST 3
 CO1373'NO 6 1953 AND SET IN CONCRETE PROJECTING 6 IN. ABOVE GROUND.
 CO1373'
 CO1373'MOORE LOOKOUT TOWER WILL SERVE AS AN AZIMUTH MARK FOR THIS STATION.
 CO1373'
 CO1373'THIS STATION WAS LOCATED BY TRAVERSE FROM FOREST 3.
 CO1373'
 CO1373'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO1373'AND STATE HIGHWAY 35 IN THE W EDGE OF FOREST, GO S ON STATE
 CO1373'HIGHWAY 35 FOR 2.7 MI. TO A CROSSROAD.  TURN RIGHT ON FARM ROAD
 CO1373'503 AND GO 1.1 MI. TO A SIDE ROAD RIGHT AND SIGN CITY DUMP, TURN
 CO1373'RIGHT AND GO 0.7 MI. TO THE RELAY TOWER ON THE LEFT AND THE
 CO1373'STATION ON THE RIGHT AS DESCRIBED.
 CO1373
 CO1373                          STATION RECOVERY (1957)
 CO1373
 CO1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1373'THE STATION WAS VISITED 7-14-57 AND ALL MARKS WERE FOUND
 CO1373'IN GOOD CONDITION.
 CO1373'
 CO1373'THE DESCRIPTION BY R.C.B. IN 1953 IS ADEQUATE.
 CO1373
 CO1373                          STATION RECOVERY (1964)
 CO1373
 CO1373'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1373'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 CO1373'GOOD CONDITION.
 CO1373'
 CO1373'THE 1953 DESCRIPTION BY R.C.B. IS ADEQUATE.
 CO1373'
 CO1373'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF EACH OF THE MARKS.
 CO1373
 CO1373                          STATION RECOVERY (1977)
 CO1373
 CO1373'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1373'THE STATION WAS VISITED 6-9-77 AND THE STATION MARK, RM NO 5, AND
 CO1373'RM NO 6 WERE FOUND IN GOOD CONDITION.  THE MOORE LOOKOUT TOWER IS
 CO1373'NOT VISIBLE FROM THE STATION.
 CO1373'
 CO1373'THE STATION IS LOCATED 3 MILES SOUTHWEST OF FOREST, 0.6 MILE
 CO1373'NORTHWEST OF THE MOORE LOOKOUT TOWER IN THE BIENVILLE NATIONAL FOREST
 CO1373'NEAR THE SITE OF AN AMERICAN TELEPHONE AND TELEGRAPH RADIO RELAY
 CO1373'TOWER IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 30, T
 CO1373'6N, R 8E.  IT IS 210 FEET EAST OF THE CENTER OF THE ENTRANCE TO THE
 CO1373'TOWER, 152.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CO1373'CYCLONE FENCE AROUND THE TOWER, 85 FEET NORTHWEST OF POWER POLE NO.
 CO1373'38 30 L 11, 43.5 FEET SOUTHWEST OF A 24 INCH CEDAR, 31.5 FEET
 CO1373'WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 37 FEET NORTH OF
 CO1373'THE CENTER OF THE GRAVELED ROAD, 23 FEET SOUTHEAST OF A 10 INCH
 CO1373'TRIPPLE ELM, 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS 1
 CO1373'INCH.  IT IS A TRIANGULATION DISK, STAMPED FOREST 4 1953.
 CO1373'
 CO1373'REFERENCE MARK NO 5 IS 139.69 FEET EAST OF THE STATION.  IT IS 107.5
 CO1373'FEET EAST OF A POWER POLE WITH A GUY WIRE, 96 FEET NORTHEAST OF
 CO1373'POWER POLE NO. 38 30 L 11, 95 FEET SOUTH OF A 24 INCH OAK, 39 FEET
 CO1373'NORTH OF THE CENTER OF A GRAVELED ROAD, 19 FEET NORTHWEST OF A 20
 CO1373'INCH OAK, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND PROJECTS 5
 CO1373'INCHES.  IT IS A REFERENCE MARK DISK, STAMPED FOREST 3 NO 5 1953.
 CO1373'
 CO1373'REFERENCE MARK NO 6 IS 18.97 FEET NORTHWEST OF THE STATION.  IT IS
 CO1373'105 FEET NORTHWEST OF POWER POLE NO. 38 30 L 11, 56 FEET NORTH OF
 CO1373'THE CENTER OF A GRAVELED ROAD, 46 FEET NORTHWEST OF A POWER POLE
 CO1373'WITH A GUY WIRE, 29 FEET SOUTHWEST OF A 24 INCH CEDAR, 14 FEET
 CO1373'EAST OF A 20 INCH OAK, 1 FOOT WEST OF A METAL WITNESS POST AND
 CO1373'PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED FOREST 3 NO
 CO1373'6 1953.
 CO1373'
 CO1373'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CO1373'STATE HIGHWAY 35 IN FOREST GO SOUTH ON STATE HIGHWAY 35 FOR 1.95
 CO1373'MILES TO THE BRIDGE OVER I-20.  CONTINUE SOUTH ON STATE HIGHWAY 35
 CO1373'FOR 0.8 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 CO1373'ROAD FOR 1.15 MILES TO A SIDE ROAD AND A METAL GATE ON THE RIGHT
 CO1373'(THE GATE IS LOCKED).  TURN RIGHT AND GO NORTHWEST ON A NARROW
 CO1373'GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT JUST
 CO1373'BEFORE REACHING THE TOWER ON THE LEFT.
 CO1373'
 CO1373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 CO1373'OF FOREST.
 CO1373
 CO1373                          STATION RECOVERY (1988)
 CO1373
 CO1373'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (WRG)
 CO1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0765 ***********************************************************************
 CO0765  DESIGNATION -  FOREST EAST BASE
 CO0765  PID         -  CO0765
 CO0765  STATE/COUNTY-  MS/SCOTT
 CO0765  USGS QUAD   -  LAKE (1982)
 CO0765
 CO0765                         *CURRENT SURVEY CONTROL
 CO0765  ___________________________________________________________________
 CO0765* NAD 83(1993)-  32 20 52.78435(N)    089 20 36.60749(W)     ADJUSTED  
 CO0765* NAVD 88     -       136.453  (meters)     447.68   (feet)  ADJUSTED  
 CO0765  ___________________________________________________________________
 CO0765  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CO0765  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO0765  DYNAMIC HT  -         136.293 (meters)     447.15  (feet)  COMP
 CO0765  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CO0765
 CO0765  HORZ ORDER  -  FIRST
 CO0765  VERT ORDER  -  FIRST     CLASS I
 CO0765
 CO0765.The horizontal coordinates were established by classical geodetic methods
 CO0765.and adjusted by the National Geodetic Survey in May 1994.
 CO0765
 CO0765.The orthometric height was determined by differential leveling
 CO0765.and adjusted in June 1991.
 CO0765
 CO0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0765
 CO0765.The geoid height was determined by GEOID03.
 CO0765
 CO0765.The dynamic height is computed by dividing the NAVD 88
 CO0765.geopotential number by the normal gravity value computed on the
 CO0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0765.degrees latitude (g = 980.6199 gals.).
 CO0765
 CO0765.The modeled gravity was interpolated from observed gravity values.
 CO0765
 CO0765;                    North         East     Units Scale Factor Converg.
 CO0765;SPC MS E     -   315,850.957   251,977.646   MT  0.99997843   -0 16 22.7
 CO0765;SPC MS E     - 1,036,254.35    826,696.66   sFT  0.99997843   -0 16 22.7
 CO0765;UTM  16      - 3,581,423.553   279,457.349   MT  1.00019984   -1 15 15.9
 CO0765
 CO0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0765!SPC MS E     -   0.99998283  x   0.99997843  =   0.99996126
 CO0765!UTM  16      -   0.99998283  x   1.00019984  =   1.00018267
 CO0765
 CO0765|---------------------------------------------------------------------|
 CO0765| PID    Reference Object                     Distance      Geod. Az  |
 CO0765|                                                           dddmmss.s |
 CO0765| CO0763 FOREST EAST BASE RM 1                28.341 METERS 08803     |
 CO0765| CO1361 LAKE WATER TANK                     APPROX. 1.6 KM 0930214.3 |
 CO0765| CO1363 FOREST MUNICIPAL TANK               APPROX.12.5 KM 2773319.9 |
 CO0765| CO0764 FOREST EAST BASE RM 3                11.208 METERS 31133     |
 CO0765| CF9756 FOREST EAST BASE RM 2                42.916 METERS 34301     |
 CO0765|---------------------------------------------------------------------|
 CO0765
 CO0765                          SUPERSEDED SURVEY CONTROL
 CO0765
 CO0765  NAD 83(1986)-  32 20 52.79693(N)    089 20 36.61014(W) AD(       ) 1
 CO0765  NAD 27      -  32 20 52.27700(N)    089 20 36.37500(W) AD(       ) 1
 CO0765  NGVD 29 (??/??/??)  136.446  (m)          447.66   (f) ADJUSTED    1 1
 CO0765
 CO0765.Superseded values are not recommended for survey control.
 CO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0765.See file dsdata.txt to determine how the superseded data were derived.
 CO0765
 CO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA7945781424(NAD 83)
 CO0765_MARKER: DS = TRIANGULATION STATION DISK
 CO0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0765_STAMPING: FOREST E. BASE 1930
 CO0765_MARK LOGO: CGS   
 CO0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0765+STABILITY: SURFACE MOTION
 CO0765
 CO0765  HISTORY     - Date     Condition        Report By
 CO0765  HISTORY     - 1930     MONUMENTED       CGS
 CO0765  HISTORY     - 1957     GOOD             CGS
 CO0765  HISTORY     - 1964     GOOD             MSHD
 CO0765  HISTORY     - 1968     GOOD             CGS
 CO0765  HISTORY     - 1968     GOOD             NGS
 CO0765  HISTORY     - 1972     GOOD             MSU
 CO0765  HISTORY     - 1977     GOOD             MSHD
 CO0765
 CO0765                          STATION DESCRIPTION
 CO0765
 CO0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO0765'ABOUT 1 MILE WEST OF LAKE, IN SEC. 23, T. 6 N., R. 9 E., ON THE
 CO0765'PROPERTY OF THE DUBOIS MILL COMPANY, ON A SMALL HILL, 200 METERS
 CO0765'WEST OF THE DUBOIS MILL SUPPLY STORE, 140.8 FEET SOUTHEAST OF THE
 CO0765'DUBOIS MILL WATER TANK, 77 FEET SOUTH OF THE SOUTH RAIL OF THE
 CO0765'RAILROAD, 25 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 16.5
 CO0765'FEET EAST OF THE NORTH-SOUTH FENCE.
 CO0765'
 CO0765'TO REACH FROM LAKE, GO WEST ON THE ROAD FROM THE DEPOT, ON THE
 CO0765'SOUTH SIDE OF THE RAILROAD, FOR ABOUT A MILE TO THE DUBOIS LUMBER
 CO0765'MILL AND STATION IS ON SMALL HILL SOUTH OF THE RAILROAD.
 CO0765'
 CO0765'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS.1 AND 2 ARE STANDARD
 CO0765'BRONZE DISKS.
 CO0765'
 CO0765'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 5 FEET SOUTHWEST
 CO0765'OF A 20-INCH OAK TREE.
 CO0765'
 CO0765'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION IN THE SOUTHEAST
 CO0765'LEG OF THE DUBOIS MILL TANK.
 CO0765'
 CO0765'HEIGHT OF LIGHT ABOVE STATION MARK - 31.4 METERS.
 CO0765
 CO0765                          STATION RECOVERY (1957)
 CO0765
 CO0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO0765'THE STATION WAS VISITED 7-15-57 AND THE STATION MARK AND REFERENCE
 CO0765'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 CO0765'DESTROYED WHEN THE WATER TANK WAS DISMANTLED.  REFERENCE MARK NO.
 CO0765'3 WAS ESTABLISHED AT THIS DATE.  NO AZIMUTH MARK WAS SET FOR
 CO0765'THIS STATION.  LAKE MUNICIPAL WATER TANK IS VISIBLE FROM THIS
 CO0765'STATION WHEN THE LEAVES ARE OFF THE TREES, IT IS OBSTRUCTED FROM
 CO0765'THE STATION BY ONE LARGE COTTONWOOD TREE NEAR THE STATION.
 CO0765'
 CO0765'A NEW DESCRIPTION FOLLOWS-
 CO0765'
 CO0765'THE STATION IS LOCATED 1.0 MILE WEST OF LAKE AND ABOUT 8.5 MILES EAST
 CO0765'OF FOREST, BETWEEN THE ILLINOIS CENTRAL RAILROAD TRACKS AND A
 CO0765'GRAVELED ROAD, ON THE HIGHEST GROUND IN THE VICINITY, IN THE
 CO0765'NORTHWEST SECTION OF A SMALL PASTURE OWNED BY MR. A.L. BUMPOUS,
 CO0765'WHO LIVES EAST OF THE STATION.  IT IS 244 FEET WEST OF THE
 CO0765'NORTHWEST CORNER OF THE LARGE WHITE HOUSE OWNED BY MR. BUMPOUS,
 CO0765'77 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 250 FEET NORTHWEST
 CO0765'OF A 4-FOOT OAK TREE IN THE SOUTHEAST CORNER OF THE PASTURE NEAR
 CO0765'THE GRAVELED ROAD, 25 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 CO0765'36 FEET NORTHWEST OF A PECAN TREE, AND 65 FEET SOUTHWEST OF A
 CO0765'TELEGRAPH POLE.  IT IS A STANDARD DISK, STAMPED FOREST E. BASE
 CO0765'1930, PROJECTING 4 INCHES.
 CO0765'
 CO0765'REFERENCE MARK NO. 1 IS 92.98 FEET EAST OF THE STATION, 154 FEET
 CO0765'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 62 FEET
 CO0765'SOUTH OF THE SOUTH RAIL OF THE TRACK, 10 FEET SOUTH OF THE
 CO0765'RIGHT-OF-WAY FENCE LINE, 23 FEET SOUTHWEST OF A TELEGRAPH POLE,
 CO0765'AND 33 FEET WEST OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 CO0765'FOREST E. BASE NO 1 1930, FLUSH WITH THE GROUND.
 CO0765'
 CO0765'REFERENCE MARK NO. 3 IS 36.77 FEET NORTHWEST OF THE STATION, 56
 CO0765'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 4 FEET SOUTH OF A FENCE
 CO0765'LINE, 21 FEET NORTH OF AN 18-INCH OAK TREE AND ON THE OPPOSITE SIDE
 CO0765'OF THE TRACK OF POLE NO. 1599.  IT IS A STANDARD DISK, STAMPED
 CO0765'FOREST E. BASE NO 3 1930, PROJECTING 6 INCHES.
 CO0765'
 CO0765'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 CO0765'LAKE, GO WEST ALONG THE SOUTH SIDE OF THE TRACK FOR 1.0 MILE TO A
 CO0765'DRIVEWAY RIGHT, LEADING TO MR. BUMPOUS HOUSE, TURN RIGHT, THEN
 CO0765'LEFT THROUGH A GATE IN A WIRE FENCE, PASSING TO THE RIGHT OF THE
 CO0765'4-FOOT OAK TREE AND GO ABOUT 250 FEET TO THE NORTHWEST CORNER OF
 CO0765'THE PASTURE AND THE STATION.
 CO0765
 CO0765                          STATION RECOVERY (1964)
 CO0765
 CO0765'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0765'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 CO0765'GOOD CONDITION.
 CO0765'
 CO0765'THE 1957 RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO0765'
 CO0765'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE STATION.
 CO0765'
 CO0765'FIRT ORDER LEVELS WERE RUN ON ALL MARKS AND ELEVATIONS ESTABLISHED
 CO0765'IN JANUARY 1961 BY M.H. SCHILLY, USC AND GS.  (MISS. LINE 34).
 CO0765
 CO0765                          STATION RECOVERY (1968)
 CO0765
 CO0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CO0765'THE STATION MARK, STAMPED FOREST E. BASE 1930, IS ABOUT 1.1 MILES
 CO0765'WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE
 CO0765'AT LAKE, 0.35 MILE EAST OF MILEPOST 42, 75-1/2 FEET SOUTH OF THE
 CO0765'SOUTH RAIL, 35-1/2 FEET NORTHWEST OF A 10-INCH PECAN TREE,
 CO0765'25 FEET SOUTH OF A FENCE, 243-1/2 FEET WEST OF THE NORTHWEST
 CO0765'CORNER OF THE PORCH ON A HOUSE, 36.77 FEET SOUTHEAST OF RM 3,
 CO0765'92.98 FEET WEST OF RM 1, 1.0 FOOT NORTH OF A METAL WITNESS
 CO0765'POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 CO0765'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 CO0765'SURFACE OF THE GROUND.
 CO0765'
 CO0765'RM 1, STAMPED FOREST E. BASE NO 1 1930, IS 92.98 FEET EAST OF THE
 CO0765'STATION MARK, 0.35 MILE EAST OF MILEPOST 42, 60-1/2 FEET SOUTH
 CO0765'OF THE SOUTH RAIL, 10-1/2 FEET SOUTH OF A FENCE, 53-1/2 FEET SOUTH
 CO0765'OF A TELEPHONE POLE, 157 FEET NORTHWEST OF THE NORTHWEST CORNER
 CO0765'OF THE PORCH ON A HOUSE, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 CO0765'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CO0765'INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0765'
 CO0765'RM 3, STAMPED FOREST E. BASE NO 3 1930, IS 36.77 FEET NORTHWEST
 CO0765'OF THE STATION MARK, 0.35 MILE EAST OF MILEPOST 42, 51 FEET
 CO0765'SOUTH OF THE SOUTH RAIL, 2-1/2 FEET SOUTH OF A FENCE, 21 FEET
 CO0765'NORTHEAST OF A 20-INCH OAK TREE, 93 FEET SOUTH AND ACROSS THE
 CO0765'TRACKS FROM TELEPHONE POLE NUMBER 1599, 280-1/2 FEET NORTHWEST
 CO0765'OF THE NORTHWEST CORNER OF A PORCH ON A HOUSE, ABOUT 10 FEET
 CO0765'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CO0765'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0765'
 CO0765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.1 MILES WEST
 CO0765
 CO0765                          STATION RECOVERY (1968)
 CO0765
 CO0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0765'1.1 MI W FROM LAKE.
 CO0765'ABOUT 1.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CO0765'OFFICE AT LAKE, 0.35 MILE EAST OF MILEPOST 42, 75 1/2 FEET SOUTH OF
 CO0765'THE SOUTH RAIL, 35 1/2 FEET NORTHWEST OF A 10-INCH PECAN TREE, 25 FEET
 CO0765'SOUTH OF A FENCE, 243 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE
 CO0765'PORCH ON A HOUSE, 36.77 FEET SOUTHEAST OF FOREST E. BASE RM 3, 92.98
 CO0765'FEET WEST OF FOREST E. BASE RM 1, 1.0 FOOT NORTH OF A METAL WITNESS
 CO0765'POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 CO0765'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 CO0765'GROUND.  SEC 23, T 6N, R 9E.
 CO0765
 CO0765                          STATION RECOVERY (1972)
 CO0765
 CO0765'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1972 (CTM)
 CO0765'FOREST E. BASE 1930 RECOVERED IN GOOD CONDITION.
 CO0765'
 CO0765'FOREST E. BASE NO 1 1930 RECOVERED IN GOOD CONDITION.
 CO0765'
 CO0765'FOREST E. BASE NO 3 1930 RECOVERED IN GOOD CONDITION.
 CO0765'
 CO0765'RIGHT-OF-WAY FENCE NO LONGER EXISTS.
 CO0765'
 CO0765'18 INCH OAK TREE NEAR RM NO. 3 REMOVED.
 CO0765'
 CO0765'ADD--STATION IS 2-1/2 FEET ENE OF 4 INCH PECAN TREE.
 CO0765
 CO0765                          STATION RECOVERY (1977)
 CO0765
 CO0765'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO0765'THE STATION WAS VISITED 6-28-77 AND THE STATION MARK AND RM NO 1
 CO0765'WERE FOUND TO BE IN GOOD CONDITION.  THE NORTH SIDE OF THE POST OF
 CO0765'RM 3 WAS FOUND TO BE CHIPPED OFF BUT THE DISK DOES NOT APPEAR TO BE
 CO0765'DISTURBED.  THE MARK WAS BUILT UP WITH CEMENT AT THIS TIME.
 CO0765'
 CO0765'THE STATION IS LOCATED 1 MILE WEST OF LAKE ON THE HIGHEST POINT IN
 CO0765'THE VICINITY IN A SMALL OPEN AREA ON THE WEST SIDE OF MR. A. L.
 CO0765'BUMPOUSS HOUSE IN BETWEEN A GRAVELED ROAD AND THE I.C.R.R. TRACK,
 CO0765'8.5 MILES EAST OF FOREST IN THE NORTHEAST 1/4 OF SECTION 23, T 6N,
 CO0765'R 9E.  IT IS 293 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 CO0765'243.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A
 CO0765'FRAME HOUSE, 75.5 FEET SOUTH OF THE SOUTH RAIL OF THE I.C.R.R.
 CO0765'TRACK, 139 FEET NORTHEAST OF A 18 INCH ELM, 43 FEET EAST OF A 24
 CO0765'INCH OAK, 35.5 FEET NORTHWEST OF A 12 INCH PECAN, 3 FEET NORTHEAST
 CO0765'OF A 5 INCH PECAN, 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 10
 CO0765'FEET ABOVE THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.  IT IS
 CO0765'A TRIANGULATION DISK, STAMPED FOREST E BASE 1930.
 CO0765'
 CO0765'REFERENCE MARK NO 1 IS 92.98 FEET EAST OF THE STATION.  IT IS 158
 CO0765'FEET NORTH OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 291
 CO0765'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 157 FEET NORTHWEST
 CO0765'OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 60.5 FEET
 CO0765'SOUTH OF THE SOUTH RAIL ABOUT 10 FEET ABOVE THE LEVEL OF THE
 CO0765'TRACK AND PROJECTS 2 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 CO0765'FOREST E BASE NO 1 1930.
 CO0765'
 CO0765'REFERENCE MARK NO 3 IS 36.77 FEET NORTHWEST OF THE STATION.  IT IS
 CO0765'280.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME
 CO0765'HOUSE, 51 FEET SOUTH OF THE SOUTH RAIL, 25 FEET EAST OF A 20 INCH
 CO0765'OAK, 21 FEET NORTHEAST OF A 24 INCH OAK, 1 FOOT NORTHEAST OF A
 CO0765'METAL WITNESS POST ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK AND
 CO0765'PROJECTS 5 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED FOREST E
 CO0765'BASE NO 3 1930.
 CO0765'
 CO0765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 489 AND U.S.
 CO0765'HIGHWAY 80 IN LAKE GO SOUTHWEST ON A BLACK TOP STREET FOR 0.25 MILE
 CO0765'TO A CROSS STREET JUST BEYOND THE RAILROAD TRACK (ABOUT 75 YARDS
 CO0765'BEYOND THE POST OFFICE).  TURN RIGHT AND GO NORTHWEST ON A BLACK
 CO0765'TOP STREET FOR 1 MILE TO THE STATION ON THE RIGHT JUST BEYOND THE
 CO0765'END OF THE BLACK TOP AND A DRIVEWAY.
 CO0765'
 CO0765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 CO0765'LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0763 ***********************************************************************
 CO0763  DESIGNATION -  FOREST EAST BASE RM 1
 CO0763  PID         -  CO0763
 CO0763  STATE/COUNTY-  MS/SCOTT
 CO0763  USGS QUAD   -  LAKE (1982)
 CO0763
 CO0763                         *CURRENT SURVEY CONTROL
 CO0763  ___________________________________________________________________
 CO0763* NAD 83(1986)-  32 20 53.     (N)    089 20 36.     (W)     SCALED    
 CO0763* NAVD 88     -       135.648  (meters)     445.04   (feet)  ADJUSTED  
 CO0763  ___________________________________________________________________
 CO0763  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO0763  DYNAMIC HT  -         135.490 (meters)     444.52  (feet)  COMP
 CO0763  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CO0763
 CO0763  VERT ORDER  -  FIRST     CLASS I
 CO0763
 CO0763.The horizontal coordinates were scaled from a topographic map and have
 CO0763.an estimated accuracy of +/- 6 seconds.
 CO0763
 CO0763.The orthometric height was determined by differential leveling
 CO0763.and adjusted in June 1991.
 CO0763
 CO0763.The geoid height was determined by GEOID03.
 CO0763
 CO0763.The dynamic height is computed by dividing the NAVD 88
 CO0763.geopotential number by the normal gravity value computed on the
 CO0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0763.degrees latitude (g = 980.6199 gals.).
 CO0763
 CO0763.The modeled gravity was interpolated from observed gravity values.
 CO0763
 CO0763;                    North         East    Units  Estimated Accuracy
 CO0763;SPC MS E     -   315,860.      251,990.      MT  (+/- 180 meters Scaled)
 CO0763
 CO0763                          SUPERSEDED SURVEY CONTROL
 CO0763
 CO0763  NGVD 29 (??/??/??)  135.642  (m)          445.02   (f) ADJUSTED    1 1
 CO0763
 CO0763.Superseded values are not recommended for survey control.
 CO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0763.See file dsdata.txt to determine how the superseded data were derived.
 CO0763
 CO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA794814(NAD 83)
 CO0763_MARKER: DB = BENCH MARK DISK
 CO0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0763_STAMPING: FOREST E. BASE NO 1 1930
 CO0763_MARK LOGO: CGS   
 CO0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0763+STABILITY: SURFACE MOTION
 CO0763
 CO0763  HISTORY     - Date     Condition        Report By
 CO0763  HISTORY     - 1930     MONUMENTED       CGS
 CO0763  HISTORY     - 1968     GOOD             NGS
 CO0763
 CO0763                          STATION DESCRIPTION
 CO0763
 CO0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0763'1.1 MI W FROM LAKE.
 CO0763'ABOUT 1.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CO0763'OFFICE AT LAKE, 0.35 MILE EAST OF MILEPOST 42, 60 1/2 FEET SOUTH OF
 CO0763'THE SOUTH RAIL, 10 1/2 FEET SOUTH OF A FENCE, 53 1/2 FEET SOUTHEAST OF
 CO0763'A TELEPHONE POLE, 157 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CO0763'PORCH ON A HOUSE, 92.98 FEET EAST OF TRIANGULATION STATION FOREST E.
 CO0763'BASE 1930, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 CO0763'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 CO0763'THE GROUND.  SEC 23, T 6N, R 9E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0764 ***********************************************************************
 CO0764  DESIGNATION -  FOREST EAST BASE RM 3
 CO0764  PID         -  CO0764
 CO0764  STATE/COUNTY-  MS/SCOTT
 CO0764  USGS QUAD   -  LAKE (1982)
 CO0764
 CO0764                         *CURRENT SURVEY CONTROL
 CO0764  ___________________________________________________________________
 CO0764* NAD 83(1986)-  32 20 53.     (N)    089 20 36.     (W)     SCALED    
 CO0764* NAVD 88     -       136.505  (meters)     447.85   (feet)  ADJUSTED  
 CO0764  ___________________________________________________________________
 CO0764  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO0764  DYNAMIC HT  -         136.346 (meters)     447.33  (feet)  COMP
 CO0764  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CO0764
 CO0764  VERT ORDER  -  FIRST     CLASS I
 CO0764
 CO0764.The horizontal coordinates were scaled from a topographic map and have
 CO0764.an estimated accuracy of +/- 6 seconds.
 CO0764
 CO0764.The orthometric height was determined by differential leveling
 CO0764.and adjusted in June 1991.
 CO0764
 CO0764.The geoid height was determined by GEOID03.
 CO0764
 CO0764.The dynamic height is computed by dividing the NAVD 88
 CO0764.geopotential number by the normal gravity value computed on the
 CO0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0764.degrees latitude (g = 980.6199 gals.).
 CO0764
 CO0764.The modeled gravity was interpolated from observed gravity values.
 CO0764
 CO0764;                    North         East    Units  Estimated Accuracy
 CO0764;SPC MS E     -   315,860.      251,990.      MT  (+/- 180 meters Scaled)
 CO0764
 CO0764                          SUPERSEDED SURVEY CONTROL
 CO0764
 CO0764  NGVD 29 (??/??/??)  136.499  (m)          447.83   (f) ADJUSTED    1 1
 CO0764
 CO0764.Superseded values are not recommended for survey control.
 CO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0764.See file dsdata.txt to determine how the superseded data were derived.
 CO0764
 CO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA794814(NAD 83)
 CO0764_MARKER: DR = REFERENCE MARK DISK
 CO0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0764_STAMPING: FOREST E. BASE NO 3 1930
 CO0764_MARK LOGO: CGS   
 CO0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0764+STABILITY: SURFACE MOTION
 CO0764
 CO0764  HISTORY     - Date     Condition        Report By
 CO0764  HISTORY     - 1957     MONUMENTED       CGS
 CO0764  HISTORY     - 1968     GOOD             NGS
 CO0764
 CO0764                          STATION DESCRIPTION
 CO0764
 CO0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0764'1.1 MI W FROM LAKE.
 CO0764'ABOUT 1.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 CO0764'OFFICE AT LAKE, 0.35 MILE EAST OF MILEPOST 42, 51 FEET SOUTH OF THE
 CO0764'SOUTH RAIL, 2 1/2 FEET SOUTH OF A FENCE, 21 FEET NORTHEAST OF A
 CO0764'20-INCH OAK TREE, 93 FEET SOUTH AND ACROSS THE TRACKS FROM TELEPHONE
 CO0764'POLE NUMBER 1599, 280 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CO0764'PORCH ON A HOUSE, 36.77 FEET NORTHWEST OF TRIANGULATION STATION FOREST
 CO0764'E. BASE 1930, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 CO0764'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 CO0764'OF THE GROUND.  SEC 23, T 6N, R 9E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2666 ***********************************************************************
 CP2666  DESIGNATION -  FOREST HILL WATER TANK
 CP2666  PID         -  CP2666
 CP2666  STATE/COUNTY-  MS/HINDS
 CP2666  USGS QUAD   -  CLINTON (1980)
 CP2666
 CP2666                         *CURRENT SURVEY CONTROL
 CP2666  ___________________________________________________________________
 CP2666* NAD 83(1993)-  32 16 08.90580(N)    090 16 52.66014(W)     ADJUSTED  
 CP2666* NAVD 88     -              **(meters)            **(feet)            
 CP2666  ___________________________________________________________________
 CP2666  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CP2666  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2666  HORZ ORDER  -  THIRD
 CP2666
 CP2666.The horizontal coordinates were established by classical geodetic methods
 CP2666.and adjusted by the National Geodetic Survey in May 1994.
 CP2666
 CP2666
 CP2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2666
 CP2666.The geoid height was determined by GEOID03.
 CP2666
 CP2666;                    North         East     Units Scale Factor Converg.
 CP2666;SPC MS W     -   306,993.763   704,902.651   MT  0.99995030   +0 01 40.0
 CP2666;SPC MS W     - 1,007,195.37  2,312,668.11   sFT  0.99995030   +0 01 40.0
 CP2666;UTM  15      - 3,573,513.793   756,084.933   MT  1.00040880   +1 27 08.3
 CP2666
 CP2666                          SUPERSEDED SURVEY CONTROL
 CP2666
 CP2666  NAD 83(1986)-  32 16 08.91988(N)    090 16 52.65582(W) AD(       ) 4
 CP2666  NAD 27      -  32 16 08.39000(N)    090 16 52.32700(W) AD(       ) 3
 CP2666
 CP2666.Superseded values are not recommended for survey control.
 CP2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2666.See file dsdata.txt to determine how the superseded data were derived.
 CP2666
 CP2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5608573514(NAD 83)
 CP2666_MARKER: 53 = ELEVATED TANK
 CP2666
 CP2666  HISTORY     - Date     Condition        Report By
 CP2666  HISTORY     - 1931     FIRST OBSERVED   CGS
 CP2666  HISTORY     - 1957     GOOD             CGS
 CP2666  HISTORY     - 1961     GOOD             MSHD
 CP2666  HISTORY     - 1977     GOOD             MSHD
 CP2666  HISTORY     - 20050314 MARK NOT FOUND   MSSU
 CP2666
 CP2666                          STATION DESCRIPTION
 CP2666
 CP2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FXP)
 CP2666'THE STATION IS LOCATED ABOUT 6 MILES WEST OF JACKSON AND ON
 CP2666'THE EASTERN SLOPE OF A HILL THAT IS KNOWN AS FOREST HILL.  THE
 CP2666'WATER TANK IS ON THE PROPERTY OF H.W. ALEXANDER AND IS OWNED
 CP2666'BY HINDS COUNTY.  IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED
 CP2666'SILVER, AND ABOUT 90 FEET HIGH.
 CP2666'
 CP2666'THE POINT INTERSECTED WAS THE IRON BALL AT THE APEX OF THE ROOF.
 CP2666'
 CP2666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 CP2666'AND STATE HIGHWAY 18 ON THE SOUTHERN EDGE OF JACKSON, GO
 CP2666'SOUTHWEST ON STATE HIGHWAY 18 FOR 5.9 MILES TO A T ROAD RIGHT,
 CP2666'TURN RIGHT AND GO 0.15 MILE TO ANOTHER T ROAD RIGHT, TURN RIGHT
 CP2666'AND GO ABOUT 100 YARDS TO THE WATER TANK AS DESCRIBED.
 CP2666
 CP2666                          STATION RECOVERY (1957)
 CP2666
 CP2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2666'THE STATION WAS VISITED 2-20-57 AND FOUND IN GOOD CONDITION.
 CP2666'
 CP2666'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF JACKSON,
 CP2666'ON THE EAST SLOPE OF A HILL LOCALLY KNOWN AS FOREST HILL.
 CP2666'THE TANK IS OWNED BY HINDS COUNTY WATER CO. AND IS ON LAND
 CP2666'OWNED BY MR. H.W. ALEXANDER.  IT IS A FOUR LEGGED STEEL
 CP2666'STRUCTURE SUPPORTING A TANK ON ITS TOP.  IT IS ABOUT 125
 CP2666'FEET HIGH.
 CP2666'
 CP2666'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CP2666'80 AND STATE HIGHWAY 18 IN THE SOUTHWEST SECTION OF JACKSON,
 CP2666'GO SOUTH ON STATE HIGHWAY 18, (TERRY ROAD) FOR 0.3 MILE
 CP2666'TO WHERE STATE HIGHWAY 18 TURNS RIGHT, WEST, TURN WEST ON
 CP2666'STATE HIGHWAY 18 AND GO WEST FOR 4.75 MILES TO MADDOX ROAD
 CP2666'ON THE RIGHT AND A RED BRICK CHURCH IN THE NORTHWEST ANGLE
 CP2666'OF THE INTERSECTION, TURN RIGHT ON MADDOX ROAD AND GO NORTHWEST
 CP2666'FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, DOWNHILL, AND
 CP2666'GO ABOUT 0.1 MILE TO THE TANK ON THE RIGHT.
 CP2666
 CP2666                          STATION RECOVERY (1961)
 CP2666
 CP2666'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2666'THE STATION WAS VISITED 9-29-61 AND FOUND AS DESCRIBED.
 CP2666
 CP2666                          STATION RECOVERY (1977)
 CP2666
 CP2666'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP2666'THE STATION SITE WAS VISITED 10-10-77 AND THE TANK WAS FOUND TO BE
 CP2666'STANDING AND IN GOOD CONDITION.
 CP2666'
 CP2666'THE STATION IS LOCATED 5.4 MILES SOUTHEAST OF CLINTON ON THE SOUTH
 CP2666'SIDE OF PLUMMER CIRCLE, 6 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP2666'JACKSON IN THE SOUTHEAST 1/4 OF SECTION 18, T 5N, R 1W.  IT IS A
 CP2666'TANK ATOP A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR (NEEDS
 CP2666'PAINTING) AND IS ABOUT 125 FEET HIGH.
 CP2666'
 CP2666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 CP2666'U.S. HIGHWAY 80 AT THE NORTHWEST CORNER OF THE METRO CENTER IN
 CP2666'JACKSON GO SOUTHWEST ON STATE HIGHWAY 18 FOR 2.8 MILES TO A
 CP2666'CROSSROAD.  TURN LEFT AND GO SOUTH ON MADDOX ROAD FOR 0.4 MILE TO
 CP2666'A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON PLUMMER CIRCLE FOR
 CP2666'ABOUT 100 YARDS TO THE TANK ON THE RIGHT.
 CP2666'
 CP2666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.4 MILES SOUTHEAST
 CP2666'OF CLINTON.
 CP2666
 CP2666                          STATION RECOVERY (2005)
 CP2666
 CP2666'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (CT)
 CP2666'THE MARK WAS IDENTIFIED AS A WATER TANK. AFTER SPEAKING WITH AN
 CP2666'ENGINEER THAT IS EMPLOYED BY THE CITY OF JACKSON, I WAS INFORMED THAT
 CP2666'DUE TO THE WATER TANK BECOMING INSUFFICIENT, IT HAD TO BE REMOVED. IN
 CP2666'ADDITION, THE FOUR CONCRETE STOMPS THAT SUPPORTED THE WATER TANK WERE
 CP2666'STILL IN PLACE. AND LASTLY, ACCORDING THE TO THE CITY ENGINEER, THE
 CP2666'WATER TANK WAS REMOVED APPROXIMATELY SIX YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1363 ***********************************************************************
 CO1363  DESIGNATION -  FOREST MUNICIPAL TANK
 CO1363  PID         -  CO1363
 CO1363  STATE/COUNTY-  MS/SCOTT
 CO1363  USGS QUAD   -  FOREST (1982)
 CO1363
 CO1363                         *CURRENT SURVEY CONTROL
 CO1363  ___________________________________________________________________
 CO1363* NAD 83(1993)-  32 21 46.00265(N)    089 28 31.54669(W)     ADJUSTED  
 CO1363* NAVD 88     -              **(meters)            **(feet)            
 CO1363  ___________________________________________________________________
 CO1363  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CO1363  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CO1363  HORZ ORDER  -  THIRD
 CO1363
 CO1363.The horizontal coordinates were established by classical geodetic methods
 CO1363.and adjusted by the National Geodetic Survey in May 1994.
 CO1363
 CO1363
 CO1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1363
 CO1363.The geoid height was determined by GEOID03.
 CO1363
 CO1363;                    North         East     Units Scale Factor Converg.
 CO1363;SPC MS E     -   317,557.053   239,568.892   MT  0.99999502   -0 20 37.4
 CO1363;SPC MS E     - 1,041,851.76    785,985.61   sFT  0.99999502   -0 20 37.4
 CO1363;UTM  16      - 3,583,342.472   267,076.580   MT  1.00026908   -1 19 32.3
 CO1363
 CO1363                          SUPERSEDED SURVEY CONTROL
 CO1363
 CO1363  NAD 83(1986)-  32 21 46.01500(N)    089 28 31.54888(W) AD(       ) 4
 CO1363  NAD 27      -  32 21 45.49800(N)    089 28 31.30200(W) AD(       ) 3
 CO1363
 CO1363.Superseded values are not recommended for survey control.
 CO1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1363.See file dsdata.txt to determine how the superseded data were derived.
 CO1363
 CO1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6707783342(NAD 83)
 CO1363_MARKER: 53 = ELEVATED TANK
 CO1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1363+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 CO1363
 CO1363  HISTORY     - Date     Condition        Report By
 CO1363  HISTORY     - 1934     FIRST OBSERVED   CGS
 CO1363  HISTORY     - 1940     GOOD             BGCO
 CO1363  HISTORY     - 1957     GOOD             CGS
 CO1363  HISTORY     - 1964     GOOD             MSHD
 CO1363  HISTORY     - 1977     GOOD             MSHD
 CO1363  HISTORY     - 20040321 GOOD             INDIV
 CO1363
 CO1363                          STATION DESCRIPTION
 CO1363
 CO1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1363'CENTER OF AN ALUMINUM WATER TANK FOR THE MUNICIPAL SUPPLY.
 CO1363'
 CO1363'CUT IN FROM STATIONS - FOREST, PILGRIM, BREWER PLUS ARINDER.
 CO1363
 CO1363                          STATION RECOVERY (1940)
 CO1363
 CO1363'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1940
 CO1363'RECOVERED AS DESCRIBED.
 CO1363
 CO1363                          STATION RECOVERY (1957)
 CO1363
 CO1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1363'THE STATION WAS VISITED 5-14-57 AND FOUND IN GOOD CONDITION.
 CO1363'
 CO1363'THE STATION IS LOCATED IN THE CENTER OF FOREST, 2 BLOCKS SOUTH
 CO1363'OF U.S. HIGHWAY 80 AND 1 BLOCK WEST OF THE COURTHOUSE.  IT IS A
 CO1363'FOUR LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB.
 CO1363'THE OVERALL HEIGHT IS 100 FEET.
 CO1363
 CO1363                          STATION RECOVERY (1964)
 CO1363
 CO1363'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1363'THE STATION WAS VISITED MARCH 1964 AND FOUND IN GOOD CONDITION.
 CO1363'
 CO1363'THE 1957 RECOVERY NOTE BY R.A.G IS ADEQUATE.
 CO1363
 CO1363                          STATION RECOVERY (1977)
 CO1363
 CO1363'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1363'THE STATION SITE WAS VISITED 6-27-77 AND WAS FOUND TO BE STANDING AND
 CO1363'IN GOOD CONDITION.  A NEWER AND LARGER EIGHT LEGGED TANK HAS BEEN
 CO1363'ERECTED ABOUT 150 FEET NORTHWEST OF THE TANK.
 CO1363'
 CO1363'THE STATION IS LOCATED ABOUT 100 YARDS WEST OF THE COURTHOUSE IN
 CO1363'FOREST 2 BLOCKS SOUTH OF U.S. HIGHWAY 80 IN THE NORTHWEST ANGLE OF
 CO1363'THE JUNCTION OF WALKER AND SMITH STREETS IN THE NORTHEAST 1/4 OF
 CO1363'SECTION 16, T 6N, R 8E.  IT IS A TANK ATOP A FOUR LEGGED STEEL
 CO1363'STRUCTURE SILVER IN COLOR AND IS ABOUT 100 FEET HIGH.
 CO1363'
 CO1363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FOREST.
 CO1363
 CO1363                          STATION RECOVERY (2004)
 CO1363
 CO1363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 CO1363'STRUCTURE FOUND IN GOOD STANDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0743 ***********************************************************************
 CO0743  DESIGNATION -  FOREST WEST BASE
 CO0743  PID         -  CO0743
 CO0743  STATE/COUNTY-  MS/SCOTT
 CO0743  USGS QUAD   -  FOREST (1982)
 CO0743
 CO0743                         *CURRENT SURVEY CONTROL
 CO0743  ___________________________________________________________________
 CO0743* NAD 83(1993)-  32 21 46.87435(N)    089 29 28.78232(W)     ADJUSTED  
 CO0743* NAVD 88     -       155.646  (meters)     510.65   (feet)  ADJUSTED  
 CO0743  ___________________________________________________________________
 CO0743  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CO0743  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO0743  DYNAMIC HT  -         155.463 (meters)     510.05  (feet)  COMP
 CO0743  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 CO0743
 CO0743  HORZ ORDER  -  FIRST
 CO0743  VERT ORDER  -  FIRST     CLASS I
 CO0743
 CO0743.The horizontal coordinates were established by classical geodetic methods
 CO0743.and adjusted by the National Geodetic Survey in May 1994.
 CO0743
 CO0743.The orthometric height was determined by differential leveling
 CO0743.and adjusted in June 1991.
 CO0743
 CO0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0743
 CO0743.The geoid height was determined by GEOID03.
 CO0743
 CO0743.The dynamic height is computed by dividing the NAVD 88
 CO0743.geopotential number by the normal gravity value computed on the
 CO0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0743.degrees latitude (g = 980.6199 gals.).
 CO0743
 CO0743.The modeled gravity was interpolated from observed gravity values.
 CO0743
 CO0743;                    North         East     Units Scale Factor Converg.
 CO0743;SPC MS E     -   317,592.992   238,072.709   MT  0.99999727   -0 21 08.0
 CO0743;SPC MS E     - 1,041,969.67    781,076.88   sFT  0.99999727   -0 21 08.0
 CO0743;UTM  16      - 3,583,404.063   265,580.819   MT  1.00027770   -1 20 03.0
 CO0743
 CO0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0743!SPC MS E     -   0.99997980  x   0.99999727  =   0.99997707
 CO0743!UTM  16      -   0.99997980  x   1.00027770  =   1.00025750
 CO0743
 CO0743|---------------------------------------------------------------------|
 CO0743| PID    Reference Object                     Distance      Geod. Az  |
 CO0743|                                                           dddmmss.s |
 CO0743| CO1052 FOREST WEST BASE RM 3                18.696 METERS 00723     |
 CO0743| CO0742 FOREST WEST BASE RM 1                97.771 METERS 01010     |
 CO0743| CO1363 FOREST MUNICIPAL TANK               APPROX. 1.5 KM 0910125.6 |
 CO0743| CO1361 LAKE WATER TANK                     APPROX.15.6 KM 0962409.5 |
 CO0743| CO1053 FOREST WEST BASE RM 4                10.898 METERS 11241     |
 CO0743| CO1372 MOORE LOT                           APPROX. 4.5 KM 1971019.0 |
 CO0743| CF9758 FOREST WEST BASE AZ MK                             2614535.9 |
 CO0743| CO0741 FOREST WEST BASE RM 2                35.092 METERS 28950     |
 CO0743| CO1364 FORT WORTH ATLANTA AIRWAY BEACON    120.084 METERS 35142     |
 CO0743|---------------------------------------------------------------------|
 CO0743
 CO0743                          SUPERSEDED SURVEY CONTROL
 CO0743
 CO0743  NAD 83(1986)-  32 21 46.88661(N)    089 29 28.78404(W) AD(       ) 1
 CO0743  NAD 27      -  32 21 46.36800(N)    089 29 28.53500(W) AD(       ) 1
 CO0743  NGVD 29 (??/??/??)  155.640  (m)          510.63   (f) ADJUSTED    1 1
 CO0743
 CO0743.Superseded values are not recommended for survey control.
 CO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0743.See file dsdata.txt to determine how the superseded data were derived.
 CO0743
 CO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6558183404(NAD 83)
 CO0743_MARKER: DS = TRIANGULATION STATION DISK
 CO0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0743_STAMPING: FOREST W. BASE 1930
 CO0743_MARK LOGO: CGS   
 CO0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0743+STABILITY: SURFACE MOTION
 CO0743
 CO0743  HISTORY     - Date     Condition        Report By
 CO0743  HISTORY     - 1930     MONUMENTED       CGS
 CO0743  HISTORY     - 1945     GOOD             CGS
 CO0743  HISTORY     - 1957     GOOD             CGS
 CO0743  HISTORY     - 1964     GOOD             MSHD
 CO0743  HISTORY     - 1968     GOOD             CGS
 CO0743  HISTORY     - 1968     GOOD             NGS
 CO0743  HISTORY     - 19780619 POOR             USGS
 CO0743  HISTORY     - 1979     GOOD             NGS
 CO0743
 CO0743                          STATION DESCRIPTION
 CO0743
 CO0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO0743'ABOUT 1 MILE W OF FOREST, 69 FEET E OF U.S. HIGHWAY 80 WHERE THE
 CO0743'HIGHWAY CROSSES OVER THE ILLINOIS CENTRAL RAILROAD, 71.5 FEET N OF
 CO0743'THE N RAIL OF THE RAILROAD, AND 20 FEET N OF THE RIGHT-OF-WAY
 CO0743'FENCE.  STATION IS IN SEC. 16, T. 6 N., R. 7 E., CHOCTAW MERIDIAN.
 CO0743'
 CO0743'REFERENCE MARK 1 IS N OF THE STATION, 12 FEET E OF THE HIGHWAY
 CO0743'AND 90 FEET S OF THE FILLING STATION.
 CO0743'
 CO0743'REFERENCE MARK 2 IS W OF THE STATION AND 28 FEET W OF THE HIGHWAY.
 CO0743'
 CO0743'STATION CAN BE REACHED FROM FOREST BY FOLLOWING U.S. HIGHWAY 80 W
 CO0743'TO WHERE THE HIGHWAY CROSSES THE ILLINOIS CENTRAL RAILROAD, THE
 CO0743'STATION BEING TO THE E OF THE HIGHWAY AND N OF THE RAILROAD.  IT
 CO0743'IS ON THE PROPERTY OF DR. ANDERSON WHO LIVES IN FOREST.
 CO0743
 CO0743                          STATION RECOVERY (1945)
 CO0743
 CO0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO0743'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 CO0743'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 CO0743'FOLLOWING IS A COMPLETE DESCRIPTION-
 CO0743'
 CO0743'STATION IS LOCATED ABOUT 1 MILE W OF THE TOWN OF FOREST AND 0.65
 CO0743'MILE W OF THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 35.
 CO0743'IT IS 63.5 FEET NW OF THE E END OF THE CONCRETE OVERPASS, 75.5 FEET
 CO0743'NNE OF THE N RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACKS, 48.8
 CO0743'FEET N OF THE CENTER LINE OF THE OVERPASS, AND 41.4 FEET E OF A
 CO0743'POLE.  IT IS STAMPED FOREST W BASE 1930 AND IS FLUSH WITH THE SURFACE
 CO0743'OF THE GROUND.
 CO0743'
 CO0743'REFERENCE MARK 1 IS 319.60 FEET N OF THE STATION, 66 FEET SE OF THE
 CO0743'SE CORNER OF THE AIRPORT FENCE, 37.2 FEET SSE OF A LONE 8-INCH
 CO0743'CEDAR TREE, AND 91.3 FEET SW OF THE SW CORNER OF A GAS STATION NOW
 CO0743'USED AS A DWELLING.  IT IS STAMPED FOREST W BASE 1930 AND IS FLUSH
 CO0743'WITH THE SURFACE OF THE GROUND.
 CO0743'
 CO0743'REFERENCE MARK 2 IS 115.13 FEET NW OF THE STATION, 1 FOOT SE OF A
 CO0743'FENCE LINE, AND 35 FEET E OF AN AIRPORT BOUNDARY LIGHT POLE.  IT
 CO0743'IS STAMPED FOREST W BASE AND IS FLUSH WITH THE SURFACE OF THE
 CO0743'GROUND.
 CO0743'
 CO0743'THE AZIMUTH MARK IS 0.6 MILE BY ROAD SW OF THE STATION, 7 FEET N
 CO0743'OF A FENCE LINE, 2 FEET E OF A TELEPHONE POLE, AND 44 FEET S OF THE
 CO0743'CENTER LINE OF U.S. HIGHWAY 80.  IT IS STAMPED FOREST WEST BASE
 CO0743'1945 AND PROJECTS ABOUT 4 INCHES.  IT IS WITNESSED BY A 4- BY 4-
 CO0743'INCH WHITE POST.
 CO0743'
 CO0743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CO0743'STATE HIGHWAY 35 AT THE W LIMITS OF FOREST, GO W FOR 0.65 MILE TO
 CO0743'THE OVERPASS AND THE STATION AS DESCRIBED.
 CO0743'
 CO0743'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 CO0743
 CO0743                          STATION RECOVERY (1957)
 CO0743
 CO0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO0743'THE STATION WAS VISITED 7-14-57 AND THE STATION MARKS AND
 CO0743'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CO0743'WAS FOUND DESTROYED WITH THE TOP OF THE MONUMENT BROKEN OFF.
 CO0743'THE AIRPORT NEAR THE STATION HAS BEEN ABANDONED AND THE AIRWAY
 CO0743'BEACON DISMANTLED WITH ONLY THE CONCRETE FOUNDATION REMAINING.
 CO0743'THE CARDINAL DIRECTIONS USED IN DESCRIBING THE STATION AND
 CO0743'REFERENCE MARKS WERE FOUND IN ERROR IN THE FORMER DESCRIPTIONS.
 CO0743'A NEW DESCRIPTION FOLLOWS-
 CO0743'
 CO0743'THE STATION IS LOCATED 1 MILE WEST OF FOREST IN THE NORTHWEST ANGLE
 CO0743'OF THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD TRACKS AND
 CO0743'THE OVERPASS ON U.S. HIGHWAY 80, 63.5 FEET SOUTHWEST OF THE
 CO0743'OVERPASS, 36.5 FEET WEST OF THE WEST EDGE OF THE OVERPASS,
 CO0743'73 FEET NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL
 CO0743'RAILROAD TRACK, AND 37 FEET NORTH-NORTHEAST OF A TELEGRAPH POLE.
 CO0743'IT IS A STANDARD DISK, STAMPED FOREST W. BASE 1930, FLUSH WITH
 CO0743'THE GROUND.
 CO0743'
 CO0743'REFERENCE MARK NO. 1 IS 319.60 FEET NORTH-NORTHWEST OF THE
 CO0743'STATION, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD
 CO0743'FILLING STATION NOW USED AS A HOUSE, 67 FEET EAST OF A T-FENCE
 CO0743'AND POWER POLE AT THE NORTH END OF A GATE, AND 37 FEET
 CO0743'SOUTH-SOUTHEAST OF A LONE CEDAR TREE.  IT IS A STANDARD DISK,
 CO0743'STAMPED FOREST W. BASE NO 1 1930, PROJECTING 2 INCHES.
 CO0743'
 CO0743'REFERENCE MARK NO. 2 IS 115.13 FEET WEST-NORTHWEST OF THE
 CO0743'STATION AT THE SOUTHEAST CORNER OF A PASTURE, 63 FEET
 CO0743'NORTH-NORTHEAST OF THE SECOND TELEGRAPH POLE WEST OF THE OVERPASS,
 CO0743'98 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1 FOOT EAST OF A
 CO0743'FENCE LINE, 50 FEET NORTH OF A FENCE CORNER, AND 123 FEET
 CO0743'SOUTH OF A LONE PINE TREE IN THE PASTURE.
 CO0743'IT IS A STANDARD DISK, STAMPED FOREST W. BASE NO 2 1930,
 CO0743'PROJECTING 2 INCHES.
 CO0743'
 CO0743'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO0743'AND STATE HIGHWAY 35 IN FOREST GO WEST ON U.S. HIGHWAY 80 FOR 0.8
 CO0743'MILE TO THE OVERPASS AND THE STATION ON THE RIGHT.
 CO0743
 CO0743                          STATION RECOVERY (1964)
 CO0743
 CO0743'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0743'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND IN
 CO0743'GOOD CONDITION.
 CO0743'
 CO0743'THE 1957 RECOVERY BY R.A.G. IS ADEQUATE.
 CO0743'
 CO0743'FIRST ORDER LEVELS WERE RUN ON ALL MARKS AND ELEVATIONS ESTABLISHED
 CO0743'IN JANUARY 1961 BY M.H. SCHILLY, USC AND GS, (MISS. LINE 34).
 CO0743
 CO0743                          STATION RECOVERY (1968)
 CO0743
 CO0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CO0743'THE STATION MARK, STAMPED FOREST W. BASE 1930, IS ABOUT 0.1 MILE
 CO0743'NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY COURTHOUSE AT FOREST,
 CO0743'THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 80, IN SECTION 17, T 6 N, R
 CO0743'8 E, 49-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70
 CO0743'FEET NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 61
 CO0743'1/2 FEET WEST OF THE NORTHEAST END OF A HIGHWAY OVERPASS OVER THE
 CO0743'RAILROAD, 40 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED
 CO0743'BY 4 GUY WIRES, 319.60 FEET SOUTH OF RM 1, 115.13 FEET SOUTHEAST OF
 CO0743'RM 2, 25 FEET ABOVE THE LEVEL OF THE TRACK, 15 FEET BELOW THE
 CO0743'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CO0743'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0743'
 CO0743'RM 1, STAMPED, FOREST W. BASE NO 1 1930, IS 319.60 FEET NORTH OF THE
 CO0743'STATION MARK, 301 FEET SOUTH OF THE SOUTH CORNER OF THE AMERICAN
 CO0743'LEGION POST NUMBER 9 BUILDING, 67 FEET EAST OF A POWER POLE WHICH
 CO0743'IS BRACED BY A GUY WIRE, 37 FEET SOUTH OF AN 18-INCH CEDAR TREE,
 CO0743'1.0 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 CO0743'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0743'
 CO0743'RM 2, STAMPED FOREST W. BASE NO 2 1930, IS 115.13 FEET NORTHWEST
 CO0743'OF THE STATION MARK, 95 FEET NORTH OF THE NORTH RAIL OF THE ILLINOIS
 CO0743'CENTRAL RAILROAD, 164-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 CO0743'HIGHWAY, 63-1/2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 19, 50
 CO0743'FEET NORTH OF A CORNER FENCE POST, ABOUT 20 FEET ABOVE THE LEVEL
 CO0743'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CO0743'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0743'
 CO0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES WEST.
 CO0743
 CO0743                          STATION RECOVERY (1968)
 CO0743
 CO0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0743'1.1 MI W FROM FOREST.
 CO0743'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0743'COURTHOUSE AT FOREST, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 80, 49
 CO0743'1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70 FEET NORTH OF
 CO0743'THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 61 1/2 FEET WEST OF
 CO0743'THE NORTHEAST END OF A HIGHWAY OVERPASS OVER THE RAILROAD, 40 FEET
 CO0743'NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY 4 GUY WIRES, 319.60
 CO0743'FEET SOUTH OF FOREST W. BASE RM 1, 115.13 FEET SOUTHEAST OF FOREST W.
 CO0743'BASE RM 2, 25 FEET ABOVE THE LEVEL OF THE TRACK, 15 FEET BELOW THE
 CO0743'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CO0743'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 17, T 6N, R 8E.
 CO0743
 CO0743                          STATION RECOVERY (1978)
 CO0743
 CO0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 CO0743'MARK RECOVERED IN POOR CONDITION.
 CO0743
 CO0743                          STATION RECOVERY (1979)
 CO0743
 CO0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CO0743'THE STATION MARK AND REFERENCE MARK NO.1 WERE RECOVERED IN GOOD
 CO0743'CONDITION.  REFERENCE MARK NO.2 WAS FOUND LEANING.  THE AZIMUTH MARK
 CO0743'WAS REPORTED DESTROYED IN 1957.  THE DISTANCE TO REFERENCE MARK NO.1
 CO0743'DID NOT CHECK THE PUBLISHED DISTANCE BY 1.17 FEET.  NEW REFERENCE
 CO0743'MARKS NO.3 AND NO.4 WERE ESTABLISHED AT THIS DATE.  NO LOCATION WAS
 CO0743'FOUND FOR A NEW AZIMUTH MARK.  THE LINE TO REFERENCE MARK NO.1 WAS
 CO0743'CLEARED AND CAN BE USED AS AZIMUTH.  A NEW DESCRIPTION FOLLOWS--
 CO0743'
 CO0743'STATION IS LOCATED 1.2 MILES WEST OF FOREST, AT THE JUNCTION OF THE
 CO0743'ILLINOIS CENTRAL RAILROAD TRACKS AND U.S. HIGHWAY 80 OVERPASS ON
 CO0743'RIGHT-OF-WAY, IN THE NORTHEAST QUARTER OF SECTION 17, T6 N, R8 E.
 CO0743'
 CO0743'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CO0743'35 IN FOREST, GO WEST ON U.S. HIGHWAY 80 FOR 0.75 MILE TO THE
 CO0743'OVERPASS AND STATION ON THE RIGHT.
 CO0743'
 CO0743'STATION MARK IS A STANDARD DISK, STAMPED---FOREST W BASE 1930---SET
 CO0743'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 152
 CO0743'FEET SOUTHWEST OF A POWER POLE WITH METER AND STREET LAMP, 70 FEET
 CO0743'NORTH NORTHEAST OF THE NORTH RAIL OF RAILROAD TRACKS, 61.5 FEET WEST
 CO0743'SOUTHWEST OF THE NORTHEAST BRIDGE ABUTMENT, 49.5 FEET NORTHWEST OF THE
 CO0743'CENTER OF THE HIGHWAY AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 CO0743'SIGN.
 CO0743'
 CO0743'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---FOREST W BASE
 CO0743'NO. 1 1930---SET IN TOP OF SQUARE CONCRETE POST, FLUSH WITH THE
 CO0743'GROUND.  IT IS 301 FEET SOUTH OF THE SOUTH CORNER OF THE AMERICAN
 CO0743'LEGION BUILDING, 58 FEET EAST SOUTHEAST OF A 22 INCH OAK TREE, 37
 CO0743'FEET SOUTH OF A 20 INCH CEDAR TREE AND 1.5 FEET EAST OF A METAL
 CO0743'WITNESS POST AND SIGN.
 CO0743'
 CO0743'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---FOREST W BASE 1930
 CO0743'NO. 3 1979---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CO0743'GROUND.  IT IS 127 FEET WEST OF POWER POLE WITH METER AND STREET LAMP,
 CO0743'88 FEET NORTHWEST OF NORTHEAST BRIDGE ABUTMENT, AND 1.3 FEET
 CO0743'NORTHWEST OF METAL WITNESS POST AND SIGN.
 CO0743'
 CO0743'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---FOREST W BASE 1930
 CO0743'NO. 4 1979---SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CO0743'GROUND.  IT IS 29.5 FEET SOUTHWEST OF THE NORTHEAST BRIDGE ABUTMENT,
 CO0743'4 FEET NORTHEAST OF THE FIRST METAL BRIDGE BENT SOUTHWEST OF THE
 CO0743'NORTHEAST END OF BRIDGE AND 1 FOOT SOUTHWEST OF METAL WITNESS POST AND
 CO0743'SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0741 ***********************************************************************
 CO0741  DESIGNATION -  FOREST WEST BASE RM 2
 CO0741  PID         -  CO0741
 CO0741  STATE/COUNTY-  MS/SCOTT
 CO0741  USGS QUAD   -  FOREST (1982)
 CO0741
 CO0741                         *CURRENT SURVEY CONTROL
 CO0741  ___________________________________________________________________
 CO0741* NAD 83(1986)-  32 21 47.     (N)    089 29 29.     (W)     SCALED    
 CO0741* NAVD 88     -       155.406  (meters)     509.86   (feet)  ADJUSTED  
 CO0741  ___________________________________________________________________
 CO0741  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO0741  DYNAMIC HT  -         155.224 (meters)     509.26  (feet)  COMP
 CO0741  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 CO0741
 CO0741  VERT ORDER  -  FIRST     CLASS I
 CO0741
 CO0741.The horizontal coordinates were scaled from a topographic map and have
 CO0741.an estimated accuracy of +/- 6 seconds.
 CO0741
 CO0741.The orthometric height was determined by differential leveling
 CO0741.and adjusted in June 1991.
 CO0741
 CO0741.The geoid height was determined by GEOID03.
 CO0741
 CO0741.The dynamic height is computed by dividing the NAVD 88
 CO0741.geopotential number by the normal gravity value computed on the
 CO0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0741.degrees latitude (g = 980.6199 gals.).
 CO0741
 CO0741.The modeled gravity was interpolated from observed gravity values.
 CO0741
 CO0741;                    North         East    Units  Estimated Accuracy
 CO0741;SPC MS E     -   317,600.      238,070.      MT  (+/- 180 meters Scaled)
 CO0741
 CO0741                          SUPERSEDED SURVEY CONTROL
 CO0741
 CO0741  NGVD 29 (??/??/??)  155.400  (m)          509.84   (f) ADJUSTED    1 1
 CO0741
 CO0741.Superseded values are not recommended for survey control.
 CO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0741.See file dsdata.txt to determine how the superseded data were derived.
 CO0741
 CO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA655834(NAD 83)
 CO0741_MARKER: DR = REFERENCE MARK DISK
 CO0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0741_STAMPING: FOREST W. BASE NO 2 1930
 CO0741_MARK LOGO: CGS   
 CO0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0741+STABILITY: SURFACE MOTION
 CO0741
 CO0741  HISTORY     - Date     Condition        Report By
 CO0741  HISTORY     - 1930     MONUMENTED       CGS
 CO0741  HISTORY     - 1968     GOOD             NGS
 CO0741  HISTORY     - 19780619 POOR             USGS
 CO0741
 CO0741                          STATION DESCRIPTION
 CO0741
 CO0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0741'1.1 MI W FROM FOREST.
 CO0741'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0741'COURTHOUSE AT FOREST, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 80, 95
 CO0741'FEET NORTH OF THE NORTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 164 1/2
 CO0741'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 63 1/2 FEET NORTHEAST
 CO0741'OF TELEPHONE POLE NUMBER 19, 50 FEET NORTH OF A CORNER FENCE POST,
 CO0741'115.13 FEET NORTHWEST OF TRIANGULATION STATION FOREST W. BASE 1930,
 CO0741'ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CO0741'CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND. SEC
 CO0741'17, T 6N, R 8E.
 CO0741
 CO0741                          STATION RECOVERY (1978)
 CO0741
 CO0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 CO0741'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0742 ***********************************************************************
 CO0742  DESIGNATION -  FOREST WEST BASE RM 1
 CO0742  PID         -  CO0742
 CO0742  STATE/COUNTY-  MS/SCOTT
 CO0742  USGS QUAD   -  FOREST (1982)
 CO0742
 CO0742                         *CURRENT SURVEY CONTROL
 CO0742  ___________________________________________________________________
 CO0742* NAD 83(1986)-  32 21 47.     (N)    089 29 29.     (W)     SCALED    
 CO0742* NAVD 88     -       155.859  (meters)     511.35   (feet)  ADJUSTED  
 CO0742  ___________________________________________________________________
 CO0742  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO0742  DYNAMIC HT  -         155.676 (meters)     510.75  (feet)  COMP
 CO0742  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 CO0742
 CO0742  VERT ORDER  -  FIRST     CLASS I
 CO0742
 CO0742.The horizontal coordinates were scaled from a topographic map and have
 CO0742.an estimated accuracy of +/- 6 seconds.
 CO0742
 CO0742.The orthometric height was determined by differential leveling
 CO0742.and adjusted in June 1991.
 CO0742
 CO0742.The geoid height was determined by GEOID03.
 CO0742
 CO0742.The dynamic height is computed by dividing the NAVD 88
 CO0742.geopotential number by the normal gravity value computed on the
 CO0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0742.degrees latitude (g = 980.6199 gals.).
 CO0742
 CO0742.The modeled gravity was interpolated from observed gravity values.
 CO0742
 CO0742;                    North         East    Units  Estimated Accuracy
 CO0742;SPC MS E     -   317,600.      238,070.      MT  (+/- 180 meters Scaled)
 CO0742
 CO0742                          SUPERSEDED SURVEY CONTROL
 CO0742
 CO0742  NGVD 29 (??/??/??)  155.853  (m)          511.33   (f) ADJUSTED    1 1
 CO0742
 CO0742.Superseded values are not recommended for survey control.
 CO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0742.See file dsdata.txt to determine how the superseded data were derived.
 CO0742
 CO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA655834(NAD 83)
 CO0742_MARKER: DR = REFERENCE MARK DISK
 CO0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0742_STAMPING: FOREST W. BASE NO 1 1930
 CO0742_MARK LOGO: CGS   
 CO0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0742+STABILITY: SURFACE MOTION
 CO0742
 CO0742  HISTORY     - Date     Condition        Report By
 CO0742  HISTORY     - 1930     MONUMENTED       CGS
 CO0742  HISTORY     - 1968     GOOD             NGS
 CO0742  HISTORY     - 19780619 MARK NOT FOUND   USGS
 CO0742
 CO0742                          STATION DESCRIPTION
 CO0742
 CO0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0742'1.1 MI W FROM FOREST.
 CO0742'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE SCOTT COUNTY
 CO0742'COURTHOUSE AT FOREST, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 80, 301
 CO0742'FEET SOUTH OF THE SOUTH CORNER OF THE AMERICAN LEGION POST NUMBER 9
 CO0742'BUILDING, 67 FEET EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE,
 CO0742'37 FEET SOUTH OF AN 18-INCH CEDAR TREE, 319.60 FEET NORTH OF
 CO0742'TRIANGULATION STATION FOREST W. BASE 1930, 1.0 FOOT EAST OF A METAL
 CO0742'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CO0742'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 17, T 6N, R 8E.
 CO0742
 CO0742                          STATION RECOVERY (1978)
 CO0742
 CO0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 CO0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1052 ***********************************************************************
 CO1052  DESIGNATION -  FOREST WEST BASE RM 3
 CO1052  PID         -  CO1052
 CO1052  STATE/COUNTY-  MS/SCOTT
 CO1052  USGS QUAD   -  FOREST (1982)
 CO1052
 CO1052                         *CURRENT SURVEY CONTROL
 CO1052  ___________________________________________________________________
 CO1052* NAD 83(1986)-  32 21 48.     (N)    089 29 30.     (W)     SCALED    
 CO1052* NAVD 88     -       155.68   (+/-2cm)     510.8    (feet)  VERTCON   
 CO1052  ___________________________________________________________________
 CO1052  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO1052  VERT ORDER  -  THIRD (See Below)
 CO1052
 CO1052.The horizontal coordinates were scaled from a topographic map and have
 CO1052.an estimated accuracy of +/- 6 seconds.
 CO1052
 CO1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1052.The vertical order pertains to the NGVD 29 superseded value.
 CO1052
 CO1052.The geoid height was determined by GEOID03.
 CO1052
 CO1052;                    North         East    Units  Estimated Accuracy
 CO1052;SPC MS E     -   317,630.      238,040.      MT  (+/- 180 meters Scaled)
 CO1052
 CO1052                          SUPERSEDED SURVEY CONTROL
 CO1052
 CO1052  NGVD 29 (08/12/04)  155.67   (m)          510.7    (f) RESET       3  
 CO1052
 CO1052.Superseded values are not recommended for survey control.
 CO1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1052.See file dsdata.txt to determine how the superseded data were derived.
 CO1052
 CO1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA655834(NAD 83)
 CO1052_MARKER: DR = REFERENCE MARK DISK
 CO1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1052_STAMPING: FOREST W BASE 1930 NO 3 1979
 CO1052_MARK LOGO: NGS   
 CO1052_PROJECTION: RECESSED 25 CENTIMETERS
 CO1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1052+STABILITY: SURFACE MOTION
 CO1052
 CO1052  HISTORY     - Date     Condition        Report By
 CO1052  HISTORY     - 1979     MONUMENTED       NGS
 CO1052
 CO1052                          STATION DESCRIPTION
 CO1052
 CO1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CO1052'0.75 MI WEST FROM FOREST.
 CO1052'ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CO1052'HIGHWAY 35 IN FOREST TO MARK ON RIGHT, 127 FT. WEST OF A POWER POLE
 CO1052'WITH METER AND STREET LAMP ATTACHED, 88 FT. NORTHWEST OF THE NORTHEAST
 CO1052'BRIDGE ABUTMENT AT NORTH EDGE OF CLEARED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1053 ***********************************************************************
 CO1053  DESIGNATION -  FOREST WEST BASE RM 4
 CO1053  PID         -  CO1053
 CO1053  STATE/COUNTY-  MS/SCOTT
 CO1053  USGS QUAD   -  FOREST (1982)
 CO1053
 CO1053                         *CURRENT SURVEY CONTROL
 CO1053  ___________________________________________________________________
 CO1053* NAD 83(1986)-  32 21 48.     (N)    089 29 30.     (W)     SCALED    
 CO1053* NAVD 88     -       156.07   (+/-2cm)     512.0    (feet)  VERTCON   
 CO1053  ___________________________________________________________________
 CO1053  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CO1053  VERT ORDER  -  THIRD (See Below)
 CO1053
 CO1053.The horizontal coordinates were scaled from a topographic map and have
 CO1053.an estimated accuracy of +/- 6 seconds.
 CO1053
 CO1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1053.The vertical order pertains to the NGVD 29 superseded value.
 CO1053
 CO1053.The geoid height was determined by GEOID03.
 CO1053
 CO1053;                    North         East    Units  Estimated Accuracy
 CO1053;SPC MS E     -   317,630.      238,040.      MT  (+/- 180 meters Scaled)
 CO1053
 CO1053                          SUPERSEDED SURVEY CONTROL
 CO1053
 CO1053  NGVD 29 (08/12/04)  156.06   (m)          512.0    (f) RESET       3  
 CO1053
 CO1053.Superseded values are not recommended for survey control.
 CO1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1053.See file dsdata.txt to determine how the superseded data were derived.
 CO1053
 CO1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA655834(NAD 83)
 CO1053_MARKER: DR = REFERENCE MARK DISK
 CO1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1053_STAMPING: FOREST W BASE 1930 NO 4 1979
 CO1053_MARK LOGO: NGS   
 CO1053_PROJECTION: RECESSED 20 CENTIMETERS
 CO1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1053+STABILITY: SURFACE MOTION
 CO1053
 CO1053  HISTORY     - Date     Condition        Report By
 CO1053  HISTORY     - 1979     MONUMENTED       NGS
 CO1053
 CO1053                          STATION DESCRIPTION
 CO1053
 CO1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CO1053'0.75 MI WEST FROM FOREST.
 CO1053'ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CO1053'HIGHWAY 35 IN FOREST, TO MARK ON THE RIGHT, 29.5 FT. SOUTHEAST OF THE
 CO1053'NORTHEAST BRIDGE ABUTMENT, 4 FT. NORTHEAST OF THE FIRST METAL BRIDGE
 CO1053'BENT SOUTHWEST OF THE NORTHEAST END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0984 ***********************************************************************
 CP0984  DESIGNATION -  FORK AZ MK
 CP0984  PID         -  CP0984
 CP0984  STATE/COUNTY-  MS/SHARKEY
 CP0984  USGS QUAD   -  ROLLING FORK EAST (1988)
 CP0984
 CP0984                         *CURRENT SURVEY CONTROL
 CP0984  ___________________________________________________________________
 CP0984* NAD 83(1986)-  32 54 01.     (N)    090 52 27.     (W)     SCALED    
 CP0984* NAVD 88     -        32.007  (meters)     105.01   (feet)  ADJUSTED  
 CP0984  ___________________________________________________________________
 CP0984  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0984  DYNAMIC HT  -          31.972 (meters)     104.89  (feet)  COMP
 CP0984  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 CP0984
 CP0984  VERT ORDER  -  FIRST     CLASS I
 CP0984
 CP0984.The horizontal coordinates were scaled from a topographic map and have
 CP0984.an estimated accuracy of +/- 6 seconds.
 CP0984
 CP0984.The orthometric height was determined by differential leveling
 CP0984.and adjusted in June 1991.
 CP0984
 CP0984.The geoid height was determined by GEOID03.
 CP0984
 CP0984.The dynamic height is computed by dividing the NAVD 88
 CP0984.geopotential number by the normal gravity value computed on the
 CP0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0984.degrees latitude (g = 980.6199 gals.).
 CP0984
 CP0984.The modeled gravity was interpolated from observed gravity values.
 CP0984
 CP0984;                    North         East    Units  Estimated Accuracy
 CP0984;SPC MS W     -   377,110.      649,400.      MT  (+/- 180 meters Scaled)
 CP0984
 CP0984                          SUPERSEDED SURVEY CONTROL
 CP0984
 CP0984  NGVD 29 (??/??/92)   32.061  (m)          105.19   (f) ADJ UNCH    1 1
 CP0984
 CP0984.Superseded values are not recommended for survey control.
 CP0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0984.See file dsdata.txt to determine how the superseded data were derived.
 CP0984
 CP0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS988422(NAD 83)
 CP0984_MARKER: DZ = AZIMUTH MARK DISK
 CP0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0984_SP_SET: CONCRETE POST
 CP0984_STAMPING: FORK 1958
 CP0984_MARK LOGO: CGS   
 CP0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0984+STABILITY: SURFACE MOTION
 CP0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0984+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 CP0984
 CP0984  HISTORY     - Date     Condition        Report By
 CP0984  HISTORY     - 1958     MONUMENTED       CGS
 CP0984  HISTORY     - 1973     GOOD             NGS
 CP0984  HISTORY     - 19920130 GOOD             NGS
 CP0984  HISTORY     - 20031102 GOOD             MSSU
 CP0984
 CP0984                          STATION DESCRIPTION
 CP0984
 CP0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0984'0.75 MI S FROM ROLLING FORK.
 CP0984'ABOUT 0.3 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT ROLLING
 CP0984'FORK, THENCE 0.45 MILE SOUTH ALONG U.S. HIGHWAY 61, 0.25 MILE
 CP0984'NORTHEAST OF THE NORTHEAST END OF U.S. HIGHWAY 61 OVERPASS OVER THE
 CP0984'ILLINOIS CENTRAL RAILROAD, 56 FEET NORTHWEST OF THE CENTER LINE OF THE
 CP0984'HIGHWAY, ABOUT 300 FEET SOUTH-SOUTHWEST OF A LARGE METAL BUILDING, 161
 CP0984'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM A POWER POLE, 20.5 FEET
 CP0984'SOUTHWEST OF THE CENTER OF A PASTURE GATE, 4 FEET SOUTHEAST OF A
 CP0984'FENCE, 2.6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CP0984'BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 CP0984'WITH THE GROUND.  SEC 12, T 12N, R 7W.
 CP0984
 CP0984                          STATION RECOVERY (1992)
 CP0984
 CP0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0984'0.7 KM (0.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0984'STATE HIGHWAY 14 IN ROLLING FORK, 17.0 M (55.8 FT) NORTHWEST OF THE
 CP0984'HIGHWAY CENTERLINE, 14.5 EAST OF A FIRE HYDRANT, 7.4 M (24.3 FT)
 CP0984'SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO A NATIONAL GUARD
 CP0984'ARMORY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 CP0984'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CP0984'SURFACE.
 CP0984
 CP0984                          STATION RECOVERY (2003)
 CP0984
 CP0984'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (CD)
 CP0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0982 ***********************************************************************
 CP0982  DESIGNATION -  FORK RESET
 CP0982  PID         -  CP0982
 CP0982  STATE/COUNTY-  MS/SHARKEY
 CP0982  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0982
 CP0982                         *CURRENT SURVEY CONTROL
 CP0982  ___________________________________________________________________
 CP0982* NAD 83(1993)-  32 53 46.65034(N)    090 52 40.89579(W)     ADJUSTED  
 CP0982* NAVD 88     -        33.308  (meters)     109.28   (feet)  ADJUSTED  
 CP0982  ___________________________________________________________________
 CP0982  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CP0982  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0982  DYNAMIC HT  -          33.272 (meters)     109.16  (feet)  COMP
 CP0982  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CP0982
 CP0982  HORZ ORDER  -  FIRST
 CP0982  VERT ORDER  -  FIRST     CLASS II
 CP0982
 CP0982.The horizontal coordinates were established by classical geodetic methods
 CP0982.and adjusted by the National Geodetic Survey in May 1994.
 CP0982
 CP0982.The orthometric height was determined by differential leveling
 CP0982.and adjusted in June 1991.
 CP0982
 CP0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0982
 CP0982.The geoid height was determined by GEOID03.
 CP0982
 CP0982.The dynamic height is computed by dividing the NAVD 88
 CP0982.geopotential number by the normal gravity value computed on the
 CP0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0982.degrees latitude (g = 980.6199 gals.).
 CP0982
 CP0982.The modeled gravity was interpolated from observed gravity values.
 CP0982
 CP0982;                    North         East     Units Scale Factor Converg.
 CP0982;SPC MS W     -   376,669.893   649,039.424   MT  0.99998201   -0 17 45.0
 CP0982;SPC MS W     - 1,235,791.14  2,129,390.18   sFT  0.99998201   -0 17 45.0
 CP0982;UTM  15      - 3,641,786.633   698,476.246   MT  1.00008574   +1 09 10.3
 CP0982
 CP0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0982!SPC MS W     -   0.99999893  x   0.99998201  =   0.99998094
 CP0982!UTM  15      -   0.99999893  x   1.00008574  =   1.00008467
 CP0982
 CP0982:                Primary Azimuth Mark                     Grid Az
 CP0982:SPC MS W     -  ROLLING FORK MUNICIPAL TANK              006 11 42.0
 CP0982:UTM  15      -  ROLLING FORK MUNICIPAL TANK              004 44 46.7
 CP0982
 CP0982|---------------------------------------------------------------------|
 CP0982| PID    Reference Object                     Distance      Geod. Az  |
 CP0982|                                                           dddmmss.s |
 CP0982| CP2817 ROLLING FORK MUNICIPAL TANK         APPROX. 1.8 KM 0055357.0 |
 CP0982| CP2807 ROLLING FORK DEER CR COMP TK        APPROX. 0.8 KM 0271020.1 |
 CP0982| CP0984 FORK AZ MK                                         0381424.9 |
 CP0982| CP0983 FORK RM 1                            32.013 METERS 06228     |
 CP0982| CP0981 FORK RM 2                            31.833 METERS 18829     |
 CP0982| CP0915 L 55                                               2084716.9 |
 CP0982|---------------------------------------------------------------------|
 CP0982
 CP0982                          SUPERSEDED SURVEY CONTROL
 CP0982
 CP0982  NAD 83(1986)-  32 53 46.66254(N)    090 52 40.89010(W) AD(       ) 1
 CP0982  NAD 27      -  32 53 46.20070(N)    090 52 40.52550(W) AD(       ) 1
 CP0982  NGVD 29 (??/??/92)   33.364  (m)          109.46   (f) ADJ UNCH    1 2
 CP0982
 CP0982.Superseded values are not recommended for survey control.
 CP0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0982.See file dsdata.txt to determine how the superseded data were derived.
 CP0982
 CP0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9847641787(NAD 83)
 CP0982_MARKER: DS = TRIANGULATION STATION DISK
 CP0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0982_SP_SET: CONCRETE POST
 CP0982_STAMPING: FORK 1958 1970
 CP0982_MARK LOGO: CGS   
 CP0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0982+STABILITY: SURFACE MOTION
 CP0982
 CP0982  HISTORY     - Date     Condition        Report By
 CP0982  HISTORY     - 1970     MONUMENTED       NGS
 CP0982  HISTORY     - 1973     GOOD             NGS
 CP0982  HISTORY     - 1973     GOOD             NGS
 CP0982  HISTORY     - 1974     GOOD             MSSU
 CP0982  HISTORY     - 19920130 GOOD             NGS
 CP0982
 CP0982                          STATION DESCRIPTION
 CP0982
 CP0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CP0982'THE STATION WAS VISITED 8-19-70 AND THE STATION SURFACE MARK
 CP0982'WAS FOUND DISTURBED.  THE STATION UNDERGROUND MARK, THE AZIMUTH
 CP0982'MARK, BENCH MARK L 55 1935 AND REFERENCE MARKS NO. 1 AND NO. 2
 CP0982'WERE FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS REPLACED
 CP0982'OVER THE CENTER OF THE UNDERGROUND MARK AT THIS DATE AND A
 CP0982'NEW DESCRIPTION FOLLOWS--
 CP0982'
 CP0982'THE STATION IS LOCATED 0.65 MILE SOUTH OF ROLLING FORK, ABOUT
 CP0982'100 YARDS WEST OF THE SOUTH END OF THE RAILROAD OVERPASS,
 CP0982'ABOUT 250 YARDS NORTH OF A GROUP OF RED BUILDINGS AND ON
 CP0982'THE PROPERTY OF MOUND PLANTING CO AND OPERATED BY MR. B. GRAFT.
 CP0982'IT IS 306 FEET WEST-NORTHWEST OF THE CENTER LINE OF U.S. HWY
 CP0982'61, 229 FEET WEST OF A NORTH-SOUTH FENCE LINE, 145 FEET EAST
 CP0982'OF THE EAST BASE OF A 10-FOOT MOUND, 71 FT SOUTH OF AN 18 INCH
 CP0982'ELM TREE 94 FT NORTHEAST OF A 26-INCH OAK, 89 FT NNE OF A
 CP0982'24-INCH LIVE OAK TREE, 145 FT NW OF A 20-INCH PECAN, 313 FT
 CP0982'WEST OF THE WEST ONE OF THE TWO MOSTSOUTHERN COLUMS
 CP0982'SUPPORTING THE RAILROAD OVERPASS, AND 102 FT SOUTH OF THE
 CP0982'PROJECTED PLANE OF THE TWO ABOVE MENTIONED COLUMS, IT
 CP0982'IS A TRIANGULATION STATION DISK, STAMPED FORK 1958 1970,
 CP0982'FLUSH WITH THE GROUND.
 CP0982'
 CP0982'REFERENCE MARK NO. 1 IS 105.04 FT ENE OF THE STATION.  IT IS
 CP0982'249 FT WNW OF THE HIGHWAY, 177 FT W OF A N-S FENCE LINE, 62
 CP0982'FEET ENE OF A 18-INCH ELM, 225 FEET EAST OF THE EAST BASE
 CP0982'OF THE 10 FOOT MOUND, 178 FEET SE OF A 32 INCH OAK TREE,
 CP0982'176.5 FT NW OF A 20 INCH PECAN TREE.  IT IS A REFERENCE
 CP0982'MARK DISK, STAMPED FORK NO 1 1958, FLUSH WITH THE GROUND.
 CP0982'
 CP0982'REFERENCE MARK NO. 2 IS 104.44 FT SOUTH OF THE STATION, 267
 CP0982'FEET WEST OF THE CENTER OF HWY 61, 107 FEET NORTH OF AN ELM
 CP0982'FENCE, 89 FEET WEST OF A 20 INCH PECAN, 30 FT SE OF A 24 INCH
 CP0982'LIVE OAK, 68 FT NW OF A 28 INCH LIVE OAK, AND 57 FT NE
 CP0982'OF A 30 INCH OAK.  IT IS A REFERENCE MARK DISK, STAMPED
 CP0982'FORK NO 2 1958, FLUSH WITH THE GROUND.
 CP0982'
 CP0982'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO 2 IS 186.61
 CP0982'FEET
 CP0982'
 CP0982'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 56
 CP0982'FEET WEST OF THE CENTER OF U.S. HWY 61, 20 FEET SOUTH OF THE
 CP0982'CENTER OF A TRACK ROAD, 161 FEET WEST OF A POWER POLE WITH
 CP0982'A GUY WIRE, 4 FT EAST OF A RIGHT-OF-WAY FENCE LINE, ABOUT
 CP0982'1 FT BELOW THE LEVEL OF THE HIGHWAY AND 1 FOOT SOUTH OF A
 CP0982'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED
 CP0982'FORK 1958, FLUSH WITH THE GROUND.
 CP0982'
 CP0982'BENCH MARK L 55 IS 1.3 MILES SOUTHWEST OF THE STATION, 106,5
 CP0982'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 25 FT SE OF THE
 CP0982'SOUTHEAST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACKS, 27
 CP0982'FT EAST OF MILEPOST 179,16 FT NE OF THE CENTER OF A TRACK
 CP0982'ROAD, 8 FEET EAST-NORTHEAST OF A TRACK ROAD, 55 FT SE OF
 CP0982'A POLE NO. 7114, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 CP0982'AND 2 FEET BELOW THE LEVEL OF THE TRACK.  IT IS A BENCH MARK
 CP0982'DISK, STAMPED L 55 1935, PROJECTING 2 INCHES.  (NOTE--THE
 CP0982'MARK IS NOT VISIBLE FROM THE STATION).
 CP0982'
 CP0982'TO REACH THE STATION FROM THE SHARKEY COUNTY COURTHOUSE IN
 CP0982'ROLLING FORK, GO EAST ON WALNUT STREET FOR 0.25 MILE TO A
 CP0982'FORK, TAKE RIGHT FORK AND CONTINUE SOUTHEAST FOR 0.1 MILE
 CP0982'THE U.S. HWY 61, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO
 CP0982'A TRACK ROAD LEADING WEST INTO A PASTURE AND THE AZIMUTH MARK
 CP0982'ON THE RIGHT.  CONTINUE S OF U.S. HWY 61 FOR 0.3 MILE TO THE
 CP0982'STATION ON THE RIGHT JUST AFTER PASSING THE OVERPASS.
 CP0982'CONTINUED SOUTH ON U.S. HWY 61 FOR 1.3 MILES TO BENCH MARK L 55
 CP0982'ON THE LEFT JUST AFTER CROSSING A CONCRETE BRIDGE.
 CP0982'
 CP0982'DIRECTION FROM NEAREST TOWN--0.65 MILES SOUTH OF ROLLING FORK
 CP0982
 CP0982                          STATION RECOVERY (1973)
 CP0982
 CP0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 CP0982'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WAS RECOVERED
 CP0982'IN GOOD CONDITION
 CP0982'
 CP0982'STATION 1032 DATED JULY 1960.
 CP0982'
 CP0982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 CP0982'IS LOCATED 3 MILES EAST OF THE ISSAQUENA-SHARKEY LINE, 3/4
 CP0982'MILE SOUTH OF ROLLING FORK.
 CP0982
 CP0982                          STATION RECOVERY (1973)
 CP0982
 CP0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0982'1.15 MI S FROM ROLLING FORK.
 CP0982'ABOUT 0.3 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT ROLLING
 CP0982'FORK, THENCE 0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 61 TO AN OVERPASS
 CP0982'OVER ILLINOIS CENTRAL RAILROAD, 306 FEET NORTHWEST OF THE CENTER LINE
 CP0982'OF THE HIGHWAY, 0.1 MILE NORTH OF A SET OF RED FARMS BUILDINGS, 229
 CP0982'FEET NORTHWEST OF RAILROAD R.O.W. FENCE, 313 FEET WEST OF THE MOST
 CP0982'WESTERLY ONE OF TWO CONCRETE PILLARS OF OVERPASS, 95 FEET NORTHEAST OF
 CP0982'A 30-INCH PIN OAK TREE, 89 FEET NORTH-NORTHEAST OF A 28-INCH LIVE OAK
 CP0982'TREE, 71 FEET SOUTHWEST OF A 24-INCH ELM TREE, 105.04 FEET SOUTHWEST
 CP0982'OF FORK RM 1, 104.44 FEET NORTH OF FORK RM 2, AND 15 FEET BELOW LEVEL
 CP0982'OF THE HIGHWAY AT THE SOUTH END OF OVERPASS. SEC 17, T 12N, R 7W.
 CP0982
 CP0982                          STATION RECOVERY (1974)
 CP0982
 CP0982'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (JH)
 CP0982'FORK 1958 (AZ)-GOOD
 CP0982'
 CP0982'FORK NO 1 1958-GOOD
 CP0982'
 CP0982'FORK NO 2 1958-GOOD
 CP0982'
 CP0982'FORK 1958 1970 (STA)-GOOD
 CP0982
 CP0982                          STATION RECOVERY (1992)
 CP0982
 CP0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0982'1.3 KM (0.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0982'STATE HIGHWAY 14 IN ROLLING FORK, 95.4 M (313.0 FT) WEST OF THE MOST
 CP0982'WESTERLY OF 2 COLUMNS OF THE SOUTH PIER OF A HIGHWAY BRIDGE, 93.3 M
 CP0982'(306.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 70.0 M (229.7 FT)
 CP0982'WEST OF A FENCE, 44.1 M (144.7 FT) EAST OF THE EAST END OF A DIRT
 CP0982'MOUND, 28.7 M (94.2 FT) NORTHEAST OF A 30-INCH OAK TREE, 6.1 M
 CP0982'(20.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 CP0982'0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0983 ***********************************************************************
 CP0983  DESIGNATION -  FORK RM 1
 CP0983  PID         -  CP0983
 CP0983  STATE/COUNTY-  MS/SHARKEY
 CP0983  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0983
 CP0983                         *CURRENT SURVEY CONTROL
 CP0983  ___________________________________________________________________
 CP0983* NAD 83(1993)-  32 53 47.13062(N)    090 52 39.80346(W)     ADJUSTED  
 CP0983* NAVD 88     -        32.650  (meters)     107.12   (feet)  ADJUSTED  
 CP0983  ___________________________________________________________________
 CP0983  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CP0983  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0983  DYNAMIC HT  -          32.615 (meters)     107.00  (feet)  COMP
 CP0983  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CP0983
 CP0983  HORZ ORDER  -  FIRST
 CP0983  VERT ORDER  -  FIRST     CLASS I
 CP0983
 CP0983.The horizontal coordinates were established by classical geodetic methods
 CP0983.and adjusted by the National Geodetic Survey in May 1994.
 CP0983
 CP0983.The orthometric height was determined by differential leveling
 CP0983.and adjusted in June 1991.
 CP0983.WARNING-Repeat measurements at this control monument indicate possible
 CP0983.vertical movement.
 CP0983
 CP0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0983
 CP0983.The geoid height was determined by GEOID03.
 CP0983
 CP0983.The dynamic height is computed by dividing the NAVD 88
 CP0983.geopotential number by the normal gravity value computed on the
 CP0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0983.degrees latitude (g = 980.6199 gals.).
 CP0983
 CP0983.The modeled gravity was interpolated from observed gravity values.
 CP0983
 CP0983;                    North         East     Units Scale Factor Converg.
 CP0983;SPC MS W     -   376,684.542   649,067.889   MT  0.99998197   -0 17 44.4
 CP0983;SPC MS W     - 1,235,839.20  2,129,483.57   sFT  0.99998197   -0 17 44.4
 CP0983;UTM  15      - 3,641,801.998   698,504.334   MT  1.00008588   +1 09 10.9
 CP0983
 CP0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0983!SPC MS W     -   0.99999903  x   0.99998197  =   0.99998100
 CP0983!UTM  15      -   0.99999903  x   1.00008588  =   1.00008491
 CP0983
 CP0983:                Primary Azimuth Mark                     Grid Az
 CP0983:SPC MS W     -  LITTLE                                   166 32 27.1
 CP0983:UTM  15      -  LITTLE                                   165 05 31.8
 CP0983
 CP0983|---------------------------------------------------------------------|
 CP0983| PID    Reference Object                     Distance      Geod. Az  |
 CP0983|                                                           dddmmss.s |
 CP0983| CP2813 LITTLE                              APPROX.11.8 KM 1661442.7 |
 CP0983| CP0981 FORK RM 2                            56.879 METERS 21534     |
 CP0983| CP0982 FORK RESET                           32.013 METERS 24228     |
 CP0983|---------------------------------------------------------------------|
 CP0983
 CP0983                          SUPERSEDED SURVEY CONTROL
 CP0983
 CP0983  NAD 83(1986)-  32 53 47.14293(N)    090 52 39.79754(W) AD(       ) 1
 CP0983  NAD 27      -  32 53 46.68106(N)    090 52 39.43324(W) AD(       ) 1
 CP0983  NGVD 29 (??/??/92)   32.706  (m)          107.30   (f) ADJ UNCH    1 1
 CP0983
 CP0983.Superseded values are not recommended for survey control.
 CP0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0983.See file dsdata.txt to determine how the superseded data were derived.
 CP0983
 CP0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9850441802(NAD 83)
 CP0983_MARKER: DR = REFERENCE MARK DISK
 CP0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0983_STAMPING: FORK NO 1 1958
 CP0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0983+STABILITY: SURFACE MOTION
 CP0983
 CP0983  HISTORY     - Date     Condition        Report By
 CP0983  HISTORY     - 1965     MONUMENTED       CGS
 CP0983  HISTORY     - 1973     GOOD             NGS
 CP0983  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0983
 CP0983                          STATION DESCRIPTION
 CP0983
 CP0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP0983'STATION IS LOCATED IN THE SOUTH PART OF THE VILLAGE OF ROLLING
 CP0983'FORK, ABOUT 100 YARDS SOUTHWEST OF THE U.S. HIGHWAY 61 BRIDGE
 CP0983'OVER THE ILLINOIS CENTRAL RAILROAD, AND ON THE SAME PROPERTY
 CP0983'AS TRIANGULATION STATION FORK 1959.
 CP0983'
 CP0983'THE MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FORK NO 1
 CP0983'1958 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 CP0983'FLUSH WITH THE SURFACE OF THE GROUND.
 CP0983'
 CP0983'A TRAVERSE CONNECTION WAS MADE TO FORK 1959 AND THE DISTANCE IS
 CP0983'32.012 METERS OR 105.03 FEET.
 CP0983'
 CP0983'1965 OBSERVATIONS TAKEN FROM A 116 FT. TOWER
 CP0983
 CP0983                          STATION RECOVERY (1973)
 CP0983
 CP0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0983'1.15 MI S FROM ROLLING FORK.
 CP0983'ABOUT 0.3 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT ROLLING
 CP0983'FORK, THENCE 0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 61, TO AN OVERPASS
 CP0983'OVER ILLINOIS CENTRAL RAILROAD, 249 FEET NORTHWEST OF THE CENTER LINE
 CP0983'OF THE HIGHWAY, 177 FEET WEST OF THE WEST RAILROAD R.O.W. FENCE, 225
 CP0983'FEET EAST OF THE BASE OF AN INDIAN MOUND, 178 FEET SOUTHEAST OF A
 CP0983'32-INCH OAK TREE, 176 FEET NORTHWEST OF A 24-INCH PECAN TREE, 62 FEET
 CP0983'EAST OF A 24-INCH ELM TREE, 187.2 FEET NORTH-NORTHEAST OF FORK NO 2,
 CP0983'ABOUT 15 FEET BELOW LEVEL OF THE HIGHWAY AT THE SOUTH END OF THE
 CP0983'OVERPASS, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SEC
 CP0983'12, T 12N, R 7W.
 CP0983
 CP0983                          STATION RECOVERY (1992)
 CP0983
 CP0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0983'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0981 ***********************************************************************
 CP0981  DESIGNATION -  FORK RM 2
 CP0981  PID         -  CP0981
 CP0981  STATE/COUNTY-  MS/SHARKEY
 CP0981  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0981
 CP0981                         *CURRENT SURVEY CONTROL
 CP0981  ___________________________________________________________________
 CP0981* NAD 83(1986)-  32 53 46.     (N)    090 52 40.     (W)     SCALED    
 CP0981* NAVD 88     -        32.637  (meters)     107.08   (feet)  ADJUSTED  
 CP0981  ___________________________________________________________________
 CP0981  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0981  DYNAMIC HT  -          32.602 (meters)     106.96  (feet)  COMP
 CP0981  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 CP0981
 CP0981  VERT ORDER  -  FIRST     CLASS I
 CP0981
 CP0981.The horizontal coordinates were scaled from a topographic map and have
 CP0981.an estimated accuracy of +/- 6 seconds.
 CP0981
 CP0981.The orthometric height was determined by differential leveling
 CP0981.and adjusted in June 1991.
 CP0981
 CP0981.The geoid height was determined by GEOID03.
 CP0981
 CP0981.The dynamic height is computed by dividing the NAVD 88
 CP0981.geopotential number by the normal gravity value computed on the
 CP0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0981.degrees latitude (g = 980.6199 gals.).
 CP0981
 CP0981.The modeled gravity was interpolated from observed gravity values.
 CP0981
 CP0981;                    North         East    Units  Estimated Accuracy
 CP0981;SPC MS W     -   376,650.      649,060.      MT  (+/- 180 meters Scaled)
 CP0981
 CP0981                          SUPERSEDED SURVEY CONTROL
 CP0981
 CP0981  NGVD 29 (??/??/92)   32.693  (m)          107.26   (f) ADJ UNCH    1 1
 CP0981
 CP0981.Superseded values are not recommended for survey control.
 CP0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0981.See file dsdata.txt to determine how the superseded data were derived.
 CP0981
 CP0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS985417(NAD 83)
 CP0981_MARKER: DR = REFERENCE MARK DISK
 CP0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0981_STAMPING: FORK NO 2 1958
 CP0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0981+STABILITY: SURFACE MOTION
 CP0981
 CP0981  HISTORY     - Date     Condition        Report By
 CP0981  HISTORY     - 1958     MONUMENTED       CGS
 CP0981  HISTORY     - 1973     GOOD             NGS
 CP0981  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0981
 CP0981                          STATION DESCRIPTION
 CP0981
 CP0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0981'1.15 MI S FROM ROLLING FORK.
 CP0981'ABOUT 0.31 MILE EAST ALONG WALNUT STREET FROM THE COURTHOUSE AT
 CP0981'ROLLING FORK, THENCE 0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 61 TO THE
 CP0981'OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.1 MILE NORTH OF A
 CP0981'SET OF FARM BUILDINGS, 267 FEET NORTHWEST OF THE CENTER LINE OF THE
 CP0981'HIGHWAY, 107 FEET NORTH OF AN EAST-WEST FENCE LINE, 89 FEET WEST OF A
 CP0981'24-INCH PECAN TREE, 68 FEET NORTHWEST OF A 28-INCH LIVE OAK TREE, 30
 CP0981'FEET SOUTHEAST OF A 26-INCH LIVE OAK TREE, 187.2 FEET SOUTH-SOUTHWEST
 CP0981'OF FORK NO 1, AND DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CP0981'THE GROUND.  SEC 12, T 12N, R 7W.  NOTE-- 104.4 FEET SOUTH OF FORK
 CP0981'TRIANGULATION STATION.
 CP0981
 CP0981                          STATION RECOVERY (1992)
 CP0981
 CP0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0981'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2483 ***********************************************************************
 BH2483  DESIGNATION -  FORKS
 BH2483  PID         -  BH2483
 BH2483  STATE/COUNTY-  MS/JACKSON
 BH2483  USGS QUAD   -  HARLESTON (1982)
 BH2483
 BH2483                         *CURRENT SURVEY CONTROL
 BH2483  ___________________________________________________________________
 BH2483* NAD 83(1993)-  30 41 38.62032(N)    088 34 37.26905(W)     ADJUSTED  
 BH2483* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 BH2483  ___________________________________________________________________
 BH2483  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH2483  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH2483  HORZ ORDER  -  SECOND
 BH2483
 BH2483.The horizontal coordinates were established by classical geodetic methods
 BH2483.and adjusted by the National Geodetic Survey in May 1994.
 BH2483
 BH2483.The orthometric height was scaled from a topographic map.
 BH2483
 BH2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2483
 BH2483.The geoid height was determined by GEOID03.
 BH2483
 BH2483;                    North         East     Units Scale Factor Converg.
 BH2483;SPC MS E     -   132,387.998   324,555.708   MT  0.99995744   +0 07 51.0
 BH2483;SPC MS E     -   434,342.96  1,064,813.19   sFT  0.99995744   +0 07 51.0
 BH2483;UTM  16      - 3,396,758.240   348,960.492   MT  0.99988142   -0 48 18.5
 BH2483
 BH2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2483!SPC MS E     -   1.00000200  x   0.99995744  =   0.99995944
 BH2483!UTM  16      -   1.00000200  x   0.99988142  =   0.99988342
 BH2483
 BH2483|---------------------------------------------------------------------|
 BH2483| PID    Reference Object                     Distance      Geod. Az  |
 BH2483|                                                           dddmmss.s |
 BH2483| DD8808 FORKS RM 1                           39.584 METERS 02307     |
 BH2483| BH0619 FORKS 2                              12.468 METERS 10029     |
 BH2483| DD8809 FORKS RM 2                           38.448 METERS 21104     |
 BH2483| BH2482 TT 46 T                              69.431 METERS 22155     |
 BH2483| DD8807 FORKS AZ MK                                        3264639.5 |
 BH2483|---------------------------------------------------------------------|
 BH2483
 BH2483                          SUPERSEDED SURVEY CONTROL
 BH2483
 BH2483  NAD 83(1993)-  30 41 38.62801(N)    088 34 37.26210(W) AD(       ) 2
 BH2483  NAD 83(1986)-  30 41 38.64080(N)    088 34 37.26561(W) AD(       ) 2
 BH2483  NAD 27      -  30 41 37.94500(N)    088 34 37.18700(W) AD(       ) 2
 BH2483
 BH2483.Superseded values are not recommended for survey control.
 BH2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2483.See file dsdata.txt to determine how the superseded data were derived.
 BH2483
 BH2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4896096758(NAD 83)
 BH2483_MARKER: DS = TRIANGULATION STATION DISK
 BH2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2483
 BH2483  HISTORY     - Date     Condition        Report By
 BH2483  HISTORY     - 1943     MONUMENTED       CGS
 BH2483  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BH2483
 BH2483                          STATION DESCRIPTION
 BH2483
 BH2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2483'STATION IS LOCATED ABOUT 3.5 MILES N AND 0.5 MILE W OF WADE, ABOUT 18
 BH2483'MILES S OF LUCEDALE, 6.8 FEET W OF A STANDARD REFERENCE POST,
 BH2483'40.6 FEET S OF THE ROAD, 30.5 FEET N OF A TRIANGULAR BLAZE ON A
 BH2483'15-INCH PINE TREE AND 179 FEET E OF THE INTERSECTION OF TWO DIRT
 BH2483'ROADS.  THE DISK IS STAMPED FORKS 1943.
 BH2483'
 BH2483'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2483'SET IN CONCRETE.
 BH2483'
 BH2483'REFERENCE MARK NO. 1 IS 129.87 FEET N OF THE STATION, 24 FEET S OF
 BH2483'THE ROAD.  THE DISK IS STAMPED FORKS NO. 1, 1943.
 BH2483'
 BH2483'REFERENCE MARK NO. 2 IS 126.14 FEET SW OF THE STATION AND 67.0 FEET
 BH2483'SE OF THE INTERSECTION OF TWO DIRT ROADS.  THE DISK IS STAMPED
 BH2483'FORKS NO. 2 1943.
 BH2483'
 BH2483'AZIMUTH MARK IS ABOUT 0.55 MILE NW OF THE STATION, 25.3 FEET W OF THE
 BH2483'CENTER OF THE ROAD AND 2.8 FEET S OF A STANDARD REFERENCE
 BH2483'POST.  THE DISK IS STAMPED FORKS 1943.
 BH2483'
 BH2483'TT 46 T (U.S.G.S.) IS 227.77 FEET W OF THE STATION, 45 FEET NW OF THE
 BH2483'INTERSECTION OF TWO DIRT ROADS.  THE DISK IS A BRONZE U.S.G.S.
 BH2483'DISK STAMPED TT 46 T 1940.
 BH2483'
 BH2483'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 26 IN THE
 BH2483'W EDGE OF LUCEDALE, GO SOUTHWESTERLY ON HIGHWAY 26 FOR
 BH2483'1.05 MILES TO SURFACED ROAD LEFT, TURN AND GO 10.65 MILES TO
 BH2483'CROSSROADS AT SERVICE STATION ON THE LEFT, CONTINUE STRAIGHT
 BH2483'AHEAD FROM HERE ON DIRT ROAD 5.25 MILES TO AZIMUTH MARK ON THE RIGHT,
 BH2483'CONTINUE 0.55 MILE TO Y-ROAD LEFT AND STATION.
 BH2483'
 BH2483'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2483
 BH2483                          STATION RECOVERY (1958)
 BH2483
 BH2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2483'THE STATION WAS VISITED 3-20-58 AND THE STATION MARK, REFERENCE MARK
 BH2483'NO. 1 AND TT 46 T 1940 (USGS) WERE FOUND IN GOOD CONDITION.
 BH2483'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED AT THIS
 BH2483'DATE.  REFERENCE MARK NO. 2 WAS FOUND DISTURBED, THE MONUMENT
 BH2483'AND THE DISK WAS RESET AS REFERENCE MARK NO. 5 FOR THE NEW STATION
 BH2483'FORKS 2 1958.  THE STATION MARK AND REFERENCE MARK NO. 1 WERE
 BH2483'DESTROYED AT THE REQUEST OF THE MISSISSIPPI STATE HIGHWAY DEPARTMENT.
 BH2483'A NEW STATION FORKS 2 1958 WAS ESTABLISHED 12.467 METERS EAST OF
 BH2483'THE STATION.  REFERENCE MARK NO. 4 AND 5 WERE ESTABLISHED
 BH2483'FOR THE NEW STATION AND A TRAVERSE TIE MADE TO TT 46 T (USGS) FROM
 BH2483'THE NEW STATION.  NO AZIMUTH MARK WAS ESTABLISHED FOR FORKS 2
 BH2483'1958.  THE SURFACE MARK AND UNDERGROUND MARK FOR FORK 1943 WILL BE
 BH2483'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0619 ***********************************************************************
 BH0619  DESIGNATION -  FORKS 2
 BH0619  PID         -  BH0619
 BH0619  STATE/COUNTY-  MS/JACKSON
 BH0619  USGS QUAD   -  HARLESTON (1982)
 BH0619
 BH0619                         *CURRENT SURVEY CONTROL
 BH0619  ___________________________________________________________________
 BH0619* NAD 83(1993)-  30 41 38.54668(N)    088 34 36.80837(W)     ADJUSTED  
 BH0619* NAVD 88     -        15.94   (+/-2cm)      52.3    (feet)  VERTCON   
 BH0619  ___________________________________________________________________
 BH0619  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH0619  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0619  HORZ ORDER  -  SECOND
 BH0619  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0619
 BH0619.The horizontal coordinates were established by classical geodetic methods
 BH0619.and adjusted by the National Geodetic Survey in May 1994.
 BH0619
 BH0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0619.The vertical order pertains to the NGVD 29 superseded value.
 BH0619
 BH0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0619
 BH0619.The geoid height was determined by GEOID03.
 BH0619
 BH0619;                    North         East     Units Scale Factor Converg.
 BH0619;SPC MS E     -   132,385.758   324,567.972   MT  0.99995744   +0 07 51.2
 BH0619;SPC MS E     -   434,335.61  1,064,853.42   sFT  0.99995744   +0 07 51.2
 BH0619;UTM  16      - 3,396,755.800   348,972.717   MT  0.99988138   -0 48 18.3
 BH0619
 BH0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0619!SPC MS E     -   1.00000201  x   0.99995744  =   0.99995945
 BH0619!UTM  16      -   1.00000201  x   0.99988138  =   0.99988339
 BH0619
 BH0619|---------------------------------------------------------------------|
 BH0619| PID    Reference Object                     Distance      Geod. Az  |
 BH0619|                                                           dddmmss.s |
 BH0619| DD8810 FORKS 2 RM 4                         25.192 METERS 00923     |
 BH0619| BH0621 FORKS 2 RM 6                         25.216 METERS 00924     |
 BH0619| BH0620 FORKS 2 RM 5                         25.862 METERS 18924     |
 BH0619| BH2482 TT 46 T                              76.675 METERS 22953     |
 BH0619| BH2483 FORKS                                12.468 METERS 28029     |
 BH0619|---------------------------------------------------------------------|
 BH0619
 BH0619                          SUPERSEDED SURVEY CONTROL
 BH0619
 BH0619  NAD 83(1993)-  30 41 38.55437(N)    088 34 36.80142(W) AD(       ) 2
 BH0619  NAD 83(1986)-  30 41 38.56712(N)    088 34 36.80483(W) AD(       ) 2
 BH0619  NAD 27      -  30 41 37.87130(N)    088 34 36.72590(W) AD(       ) 2
 BH0619  NGVD 29 (??/??/??)   15.922  (m)           52.24   (f) ADJUSTED    2 2
 BH0619
 BH0619.Superseded values are not recommended for survey control.
 BH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0619.See file dsdata.txt to determine how the superseded data were derived.
 BH0619
 BH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4897396756(NAD 83)
 BH0619_MARKER: DS = TRIANGULATION STATION DISK
 BH0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0619_STAMPING: FORKS 2 1958
 BH0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0619+STABILITY: SURFACE MOTION
 BH0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0619+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 BH0619
 BH0619  HISTORY     - Date     Condition        Report By
 BH0619  HISTORY     - 1958     MONUMENTED       CGS
 BH0619  HISTORY     - 1968     GOOD             MSHD
 BH0619  HISTORY     - 1973     GOOD             MSHD
 BH0619  HISTORY     - 20080301 GOOD             NGS
 BH0619
 BH0619                          STATION DESCRIPTION
 BH0619
 BH0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH0619'THE STATION IS LOCATED 18 MILES SOUTH OF LUCEDALE, 4.5 MILES
 BH0619'SOUTHWEST OF HARLESTON AND 3.75 MILES NORTH OF THE WADE POST
 BH0619'OFFICE, AT THE JUNCTION OF STATE HIGHWAY 613 AND A BLACK TOP ROAD
 BH0619'LEADING NORTHEAST TO HARLESTON.  IT IS 79 FEET EAST OF STATE
 BH0619'HIGHWAY 613, 80 FEET SOUTHEAST OF THE CENTERLINE OF THE INTERSECTION
 BH0619'OF THE TWO ROADS, 87 FEET SOUTH OF AN 18-INCH LONE PINE
 BH0619'TREE, 23 FEET NORTHWEST OF A 12-INCH PINE TREE, AND 2 FEET SOUTHEAST
 BH0619'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED FORKS 2
 BH0619'1958, PROJECTING 4 INCHES.
 BH0619'
 BH0619'REFERENCE MARK NO. 4 IS 82.65 FEET NORTH OF THE STATION, 7 FEET
 BH0619'SOUTHWEST OF AN 18-INCH PINE TREE, 101 FEET EAST OF THE
 BH0619'CENTERLINE OF STATE HIGHWAY 613, AND 49 FEET SOUTHEAST OF THE
 BH0619'CENTERLINE OF THE BLACK TOP ROAD LEADING NORTHEAST.  IT IS A
 BH0619'STANDARD DISK STAMPED, FORKS 2 NO 4 1958, PROJECTING 6 INCHES.
 BH0619'
 BH0619'REFERENCE MARK NO. 5 IS 84.78 FEET SOUTH OF THE STATION AND IN LINE
 BH0619'WITH THE STATION AND REFERENCE MARK NO. 4.  IT IS 59 FEET EAST OF
 BH0619'THE CENTERLINE OF STATE HIGHWAY 613 AND 66 FEET SOUTH-SOUTHWEST OF A
 BH0619'12-INCH PINE TREE.  IT IS A STANDARD DISK STAMPED, FORKS 2 NO
 BH0619'5 1958, PROJECTING 6 INCHES.
 BH0619'
 BH0619'A TRAVERSE CONNECTION WAS MADE TO U.S. GEOLOGICAL TRAVERSE MARK TT 46
 BH0619'T 1940 WHICH WILL SERVE AS REFERENCE MARK NO. 3.  IT IS 251.58 FEET
 BH0619'SOUTHWEST OF THE STATION, 126 FEET WEST OF THE CENTERLINE OF STATE
 BH0619'HIGHWAY 613, 35 FEET SOUTH-SOUTHEAST OF A 12-INCH PINE
 BH0619'TREE, 3 FEET SOUTHEAST OF THE PROJECTED CENTERLINE OF THE BLACK TOP
 BH0619'ROAD LEADING NORTHEAST AND ON THE TOP OF A 3-FOOT BANK.  IT IS
 BH0619'A STANDARD U.S. GEOLOGICAL TRAVERSE DISK STAMPED TT 46 T 1940, SET IN
 BH0619'THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 BH0619'
 BH0619'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BH0619'
 BH0619'TO REACH THE STATION FROM THE POST OFFICE IN HARLESTON (17.5 MILES
 BH0619'SOUTH OF LUCEDALE ON STATE HIGHWAY 63) GO SOUTH ON STATE
 BH0619'HIGHWAY 63 FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 BH0619'FOR 2.1 MILES TO A T INTERSECTION, TURN LEFT AND GO SOUTHWEST
 BH0619'FOR 2.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 613 AND THE MARK ON
 BH0619'THE LEFT.
 BH0619
 BH0619                          STATION RECOVERY (1968)
 BH0619
 BH0619'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH0619'THE STATION WAS VISITED 9-12-68 AND THE STATION MARK, REFERENCE MARK
 BH0619'NO. 5 AND TT 46 T (USGS) WERE FOUND IN GOOD CONDITION.  RM 4
 BH0619'WAS FOUND TO BE LEANING APPROXIMATELY 10 DEG.  IT WAS MOVED BACK NEAR
 BH0619'ITS ORIGINAL POSITION AND RESTAMPED FORKS 2 NO 6 1958 1968.
 BH0619'
 BH0619'THE STATION IS LOCATED 3.7 MILES NORTH NORTHWEST OF WADE, 4.5 MILES
 BH0619'SOUTHWEST OF HARLESTON IN THE SOUTHEAST ANGLE OF A CROSSROADS
 BH0619'IN THE SOUTHWEST 1/4 OF SECTION 15, T 4S, R 6W.  IT IS 153 FEET
 BH0619'SOUTHEAST OF THE CENTER OF A CROSSROADS, 80 FEET EAST OF
 BH0619'THE CENTER OF HIGHWAY 63, 151 FEET SOUTH SOUTHEAST OF THE CENTER OF A
 BH0619'BLACKTOP ROAD, 26 FEET EAST OF THE EDGE OF A 10 FOOT BANK, 71.5
 BH0619'FEET SOUTHEAST OF A POWER LINE POLE, 24 FEET NORTHWEST OF A 12 INCH
 BH0619'PINE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 BH0619'
 BH0619'IT IS A STANDARD TRIANGULATION DISK, STAMPED FORKS 2 1958 PROJECTING
 BH0619'4 INCHES.
 BH0619'
 BH0619'REFERENCE MARK NO. 5 IS 84.85 FEET SOUTH OF THE STATION.  IT IS 59.5
 BH0619'FEET EAST OF THE CENTER OF HIGHWAY 63, 6 FEET NORTH NORTHWEST
 BH0619'OF A RIGHT-OF-WAY MARKER, 3 FEET EAST OF THE EDGE OF AN 8 FOOT BANK,
 BH0619'149.5 FEET SOUTH OF A POWER LINE POLE, 1 FOOT EAST OF A METAL
 BH0619'WITNESS POST.  IT IS A STANDARD DISK, STAMPED FORKS 2 NO 5 1958 AND
 BH0619'PROJECTS 8 INCHES.
 BH0619'
 BH0619'REFERENCE MARK NO. 6 IS 82.73 FEET NORTH OF THE STATION.  IT IS 101
 BH0619'FEET EAST OF THE CENTER OF HIGHWAY 63, 70 FEET SOUTH SOUTHEAST
 BH0619'OF THE CENTER OF A BLACKTOP ROAD, 47 FEET EAST NORTHEAST OF A POWER
 BH0619'LINE POLE, 56 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET SOUTH
 BH0619'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 BH0619'STAMPED FORKS 2 NO 6 1958 1968 PROJECTING 3 INCHES.
 BH0619'
 BH0619'TT 46 T (USGS) IS 251.58 FEET SOUTHWEST OF TRIANGULATION FORKS 2, 126
 BH0619'FEET WEST OF THE CENTER OF HIGHWAY 63, 31 FEET WEST OF THE CENTER
 BH0619'OF THE OLD HIGHWAY, 169 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 BH0619'TRANSFORMER AND A GUY WIRE, 59.5 FEET WEST NORTHWEST OF A
 BH0619'POWER POLE.  IT IS A STANDARD USGS BENCH MARK DISK, SET IN THE TOP OF
 BH0619'AN 8 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 BH0619'STAMPED TT 46 T 1940.
 BH0619'
 BH0619'TO REACH FROM THE U.S. POST OFFICE JUST NORTH OF THE CROSSROADS IN
 BH0619'WADE GO NORTH ON MISSISSIPPI HIGHWAY 63 FOR 3.75 MILES TO A
 BH0619'CROSSROADS AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE.
 BH0619
 BH0619                          STATION RECOVERY (1973)
 BH0619
 BH0619'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0619'3.7 MI N FROM WADE.
 BH0619'THE MARK IS LOCATED 3.7 MILES NORTH OF WADE IN THE SE ANGLE OF A
 BH0619'CROSSROAD, 5.5 MILES NW OF HURLEY, 16 MILES SOUTH OF LUCEDALE IN THE
 BH0619'SW 1/4 OF SECTION 15, T 4S, R 6W.  IT IS 153 FEET SE OF THE CENTER OF
 BH0619'A CROSSROAD, 80 FEET EAST OF THE CENTER OF HIGHWAY 63, 151 FEET SSE OF
 BH0619'THE CENTER OF A BLACK TOP ROAD, 26 FEET EAST OF THE EDGE OF A 7 FOOT
 BH0619'BANK, 71.5 FEET SE OF POWER POLE NO. 70, 90.5 FEET NNE OF A ROW
 BH0619'MARKER, 24 FEET NW OF A 12 INCH PINE, 1 FOOT NE OF A METAL WITNESS
 BH0619'POST SET IN THE TOP OF A 9 INCH ROUND CONCRETE POST ABOUT 2 FEET ABOVE
 BH0619'THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE
 BH0619'JUNCTION OF STATE HIGHWAY 614 AND 63 AT WADE GO NORTH ON STATE HIGHWAY
 BH0619'63 FOR 3.8 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 BH0619
 BH0619                          STATION RECOVERY (2008)
 BH0619
 BH0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 BH0619'REFERENCES TO MS ROUTE 63 REFER TO CURRENT NORTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0620 ***********************************************************************
 BH0620  DESIGNATION -  FORKS 2 RM 5
 BH0620  PID         -  BH0620
 BH0620  STATE/COUNTY-  MS/JACKSON
 BH0620  USGS QUAD   -  HARLESTON (1982)
 BH0620
 BH0620                         *CURRENT SURVEY CONTROL
 BH0620  ___________________________________________________________________
 BH0620* NAD 83(1986)-  30 41 38.     (N)    088 34 36.     (W)     SCALED    
 BH0620* NAVD 88     -        15.38   (+/-2cm)      50.5    (feet)  VERTCON   
 BH0620  ___________________________________________________________________
 BH0620  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0620  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0620
 BH0620.The horizontal coordinates were scaled from a topographic map and have
 BH0620.an estimated accuracy of +/- 6 seconds.
 BH0620
 BH0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0620.The vertical order pertains to the NGVD 29 superseded value.
 BH0620
 BH0620.The geoid height was determined by GEOID03.
 BH0620
 BH0620;                    North         East    Units  Estimated Accuracy
 BH0620;SPC MS E     -   132,370.      324,590.      MT  (+/- 180 meters Scaled)
 BH0620
 BH0620                          SUPERSEDED SURVEY CONTROL
 BH0620
 BH0620  NGVD 29 (??/??/??)   15.358  (m)           50.39   (f) ADJUSTED    2 2
 BH0620
 BH0620.Superseded values are not recommended for survey control.
 BH0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0620.See file dsdata.txt to determine how the superseded data were derived.
 BH0620
 BH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU489967(NAD 83)
 BH0620_MARKER: DR = REFERENCE MARK DISK
 BH0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0620_STAMPING: FORKS 2 NO 5 1958
 BH0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0620+STABILITY: SURFACE MOTION
 BH0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0620+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 BH0620
 BH0620  HISTORY     - Date     Condition        Report By
 BH0620  HISTORY     - 1958     MONUMENTED       CGS
 BH0620  HISTORY     - 1973     GOOD             MSHD
 BH0620  HISTORY     - 20080301 GOOD             NGS
 BH0620
 BH0620                          STATION DESCRIPTION
 BH0620
 BH0620'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0620'3.7 MI N FROM WADE.
 BH0620'THE MARK IS LOCATED 3.7 MILES NORTH OF WADE IN THE SE ANGLE OF A
 BH0620'CROSSROAD, 5.5 MILES NW OF HURLEY, 16 MILES SOUTH OF LUCEDALE IN THE
 BH0620'SW 1/4 OF SECTION 15, T 4S, R 6W.  IT IS 84.85 FEET SOUTH OF THE
 BH0620'STATION, 59.5 FEET EAST OF THE CENTER OF HIGHWAY 63, 235.5 FEET SSE OF
 BH0620'THE CENTER OF A BLACK TOP ROAD, 149.5 FEET SOUTH OF POWER POLE NO. 7,
 BH0620'6 FEET NNW OF A ROW MARKER, 3 FEET EAST OF A 6 FOOT BANK, 1 FOOT EAST
 BH0620'OF A METAL WITNESS POST SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 BH0620'POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 8
 BH0620'INCHES.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 614 AND 63 AT
 BH0620'WADE, 3.8 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 BH0620
 BH0620                          STATION RECOVERY (2008)
 BH0620
 BH0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 BH0620'REFERENCES TO MS ROUTE 63 REFER TO CURRENT NORTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0621 ***********************************************************************
 BH0621  DESIGNATION -  FORKS 2 RM 6
 BH0621  PID         -  BH0621
 BH0621  STATE/COUNTY-  MS/JACKSON
 BH0621  USGS QUAD   -  HARLESTON (1982)
 BH0621
 BH0621                         *CURRENT SURVEY CONTROL
 BH0621  ___________________________________________________________________
 BH0621* NAD 83(1986)-  30 41 38.     (N)    088 34 36.     (W)     SCALED    
 BH0621* NAVD 88     -        15.78   (+/-2cm)      51.8    (feet)  VERTCON   
 BH0621  ___________________________________________________________________
 BH0621  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BH0621  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0621
 BH0621.The horizontal coordinates were scaled from a topographic map and have
 BH0621.an estimated accuracy of +/- 6 seconds.
 BH0621
 BH0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0621.The vertical order pertains to the NGVD 29 superseded value.
 BH0621
 BH0621.The geoid height was determined by GEOID03.
 BH0621
 BH0621;                    North         East    Units  Estimated Accuracy
 BH0621;SPC MS E     -   132,370.      324,590.      MT  (+/- 180 meters Scaled)
 BH0621
 BH0621                          SUPERSEDED SURVEY CONTROL
 BH0621
 BH0621  NGVD 29 (??/??/??)   15.759  (m)           51.70   (f) ADJUSTED    2 2
 BH0621
 BH0621.Superseded values are not recommended for survey control.
 BH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0621.See file dsdata.txt to determine how the superseded data were derived.
 BH0621
 BH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU489967(NAD 83)
 BH0621_MARKER: DR = REFERENCE MARK DISK
 BH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0621_STAMPING: FORKS 2 NO 6 1958 1968
 BH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0621+STABILITY: SURFACE MOTION
 BH0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0621+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 BH0621
 BH0621  HISTORY     - Date     Condition        Report By
 BH0621  HISTORY     - 1968     MONUMENTED       CGS
 BH0621  HISTORY     - 1973     GOOD             MSHD
 BH0621  HISTORY     - 20080301 GOOD             NGS
 BH0621
 BH0621                          STATION DESCRIPTION
 BH0621
 BH0621'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0621'3.7 MI N FROM WADE.
 BH0621'THE MARK IS LOCATED 3.7 MILES NORTH OF WADE IN THE SE ANGLE OF A
 BH0621'CROSSROAD, 5.5 MILES NW OF HURLEY, 16 MILES SOUTH OF LUCEDALE IN THE
 BH0621'SW 1/4 OF SECTION 15, T 4S, R 6W.  IT IS 82.73 FEET NORTH OF THE
 BH0621'STATION, 101 FEET EAST OF THE CENTER OF HIGHWAY 63, 70 FEET SSE OF THE
 BH0621'CENTER OF A BLACK TOP ROAD, 47 FEET ENE OF POWER POLE NO. 70, 56 FEET
 BH0621'SW OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST SET IN
 BH0621'THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 2 FEET ABOVE THE LEVEL OF
 BH0621'THE HIGHWAY AND PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION OF
 BH0621'STATE HIGHWAY 614 AND 63 AT WADE GO NORTH ON STATE HIGHWAY 63 FOR 3.8
 BH0621'MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 BH0621
 BH0621                          STATION RECOVERY (2008)
 BH0621
 BH0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 BH0621'REFERENCES TO MS ROUTE 63 REFER TO CURRENT NORTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1435 ***********************************************************************
 CO1435  DESIGNATION -  FORKVILLE LOT
 CO1435  PID         -  CO1435
 CO1435  STATE/COUNTY-  MS/SCOTT
 CO1435  USGS QUAD   -  LUDLOW (1989)
 CO1435
 CO1435                         *CURRENT SURVEY CONTROL
 CO1435  ___________________________________________________________________
 CO1435* NAD 83(1993)-  32 31 19.37293(N)    089 38 22.72460(W)     ADJUSTED  
 CO1435* NAVD 88     -              **(meters)            **(feet)            
 CO1435  ___________________________________________________________________
 CO1435  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CO1435  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CO1435  HORZ ORDER  -  THIRD
 CO1435
 CO1435.The horizontal coordinates were established by classical geodetic methods
 CO1435.and adjusted by the National Geodetic Survey in May 1994.
 CO1435
 CO1435
 CO1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1435
 CO1435.The geoid height was determined by GEOID03.
 CO1435
 CO1435;                    North         East     Units Scale Factor Converg.
 CO1435;SPC MS E     -   335,323.620   224,246.592   MT  1.00002074   -0 26 00.6
 CO1435;SPC MS E     - 1,100,140.91    735,715.69   sFT  1.00002074   -0 26 00.6
 CO1435;SPC MS W     -   335,249.150   765,172.023   MT  1.00000236   +0 22 22.6
 CO1435;SPC MS W     - 1,099,896.59  2,510,401.88   sFT  1.00000236   +0 22 22.6
 CO1435;UTM  16      - 3,601,375.100   252,057.101   MT  1.00035814   -1 25 11.5
 CO1435
 CO1435                          SUPERSEDED SURVEY CONTROL
 CO1435
 CO1435  NAD 83(1986)-  32 31 19.38578(N)    089 38 22.72270(W) AD(       ) 4
 CO1435  NAD 27      -  32 31 18.88100(N)    089 38 22.46600(W) AD(       ) 3
 CO1435
 CO1435.Superseded values are not recommended for survey control.
 CO1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1435.See file dsdata.txt to determine how the superseded data were derived.
 CO1435
 CO1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB5205701375(NAD 83)
 CO1435_MARKER: 57 = LOOKOUT TOWER
 CO1435
 CO1435  HISTORY     - Date     Condition        Report By
 CO1435  HISTORY     - 1959     FIRST OBSERVED   CGS
 CO1435  HISTORY     - 1977     GOOD             MSHD
 CO1435
 CO1435                          STATION DESCRIPTION
 CO1435
 CO1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1435'THE STATION IS THE APEX OF THE TOWER.  IT IS AN ELEVATED METAL
 CO1435'CABIN, NON PAINTED, SUPPORTED BY FOUR ANGLE IRON LEGS AND 110
 CO1435'FEET HIGH.  IT IS LOCATED IN THE BIENVILLE NATIONAL FOREST,
 CO1435'ABOUT 5 MILES SOUTH-SOUTHEAST OF LENA, 11-1/2 MILES NORTH OF
 CO1435'MORTON AND 80 FEET WEST OF STATE HIGHWAY 13.
 CO1435
 CO1435                          STATION RECOVERY (1977)
 CO1435
 CO1435'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1435'THE STATION SITE WAS VISITED 6-13-77 AND WAS FOUND TO BE STANDING
 CO1435'AND IN GOOD CONDITION.
 CO1435'
 CO1435'THE STATION IS LOCATED 5 MILES SOUTH-SOUTHEAST OF LENA IN THE WEST
 CO1435'ANGLE OF THE CROSSING ON NATIONAL FOREST ROAD NO. 508 AND STATE
 CO1435'HIGHWAY 13, 4.7 MILES NORTH-NORTHEAST OF FORKVILLE, 11.5 MILES
 CO1435'NORTH OF MORTON IN THE SOUTHWEST 1/4 OF SECTION 24, T 7N, R 6E.
 CO1435'IT IS A GLASS ENCLOSED CABIN ATOP A FOUR LEGGED STEEL STRUCTURE
 CO1435'AND IS ABOUT 110 FEET HIGH.
 CO1435'
 CO1435'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 13 BYPASS AND U.S.
 CO1435'HIGHWAY 80 AT THE WEST EDGE OF MORTON GO NORTH ON STATE HIGHWAY 13
 CO1435'FOR 8.2 MILES TO THE JUNCTION OF STATE HIGHWAY 483.  CONTINUE NORTH
 CO1435'ON STATE HIGHWAY 13 FOR 4.7 MILES TO A CROSSROAD AND THE TOWER ON THE
 CO1435'LEFT.
 CO1435'
 CO1435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CO1435'SOUTH-SOUTHEAST OF LENA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1646 ***********************************************************************
 BV1646  DESIGNATION -  FORREST
 BV1646  PID         -  BV1646
 BV1646  STATE/COUNTY-  MS/LAMAR
 BV1646  USGS QUAD   -  DIXIE (1982)
 BV1646
 BV1646                         *CURRENT SURVEY CONTROL
 BV1646  ___________________________________________________________________
 BV1646* NAD 83(1993)-  31 14 13.56065(N)    089 20 58.87650(W)     ADJUSTED  
 BV1646* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BV1646  ___________________________________________________________________
 BV1646  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BV1646  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV1646  HORZ ORDER  -  SECOND
 BV1646
 BV1646.The horizontal coordinates were established by classical geodetic methods
 BV1646.and adjusted by the National Geodetic Survey in May 1994.
 BV1646
 BV1646.The orthometric height was scaled from a topographic map.
 BV1646
 BV1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1646
 BV1646.The geoid height was determined by GEOID03.
 BV1646
 BV1646;                    North         East     Units Scale Factor Converg.
 BV1646;SPC MS E     -   192,678.018   250,810.522   MT  0.99997983   -0 16 04.0
 BV1646;SPC MS E     -   632,144.46    822,867.52   sFT  0.99997983   -0 16 04.0
 BV1646;UTM  16      - 3,458,259.537   276,212.268   MT  1.00021777   -1 13 08.4
 BV1646
 BV1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1646!SPC MS E     -   0.99998461  x   0.99997983  =   0.99996445
 BV1646!UTM  16      -   0.99998461  x   1.00021777  =   1.00020238
 BV1646
 BV1646|---------------------------------------------------------------------|
 BV1646| PID    Reference Object                     Distance      Geod. Az  |
 BV1646|                                                           dddmmss.s |
 BV1646| CF9767 FORREST RM 1                         26.372 METERS 02244     |
 BV1646| CF9766 FORREST AZ MK                                      1982742.4 |
 BV1646| CF9768 FORREST RM 2                         25.463 METERS 29146     |
 BV1646|---------------------------------------------------------------------|
 BV1646
 BV1646                          SUPERSEDED SURVEY CONTROL
 BV1646
 BV1646  NAD 83(1986)-  31 14 13.57573(N)    089 20 58.87561(W) AD(       ) 2
 BV1646  NAD 27      -  31 14 12.93900(N)    089 20 58.64800(W) AD(       ) 2
 BV1646
 BV1646.Superseded values are not recommended for survey control.
 BV1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1646.See file dsdata.txt to determine how the superseded data were derived.
 BV1646
 BV1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7621258260(NAD 83)
 BV1646_MARKER: DS = TRIANGULATION STATION DISK
 BV1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1646+STABILITY: SURFACE MOTION
 BV1646
 BV1646  HISTORY     - Date     Condition        Report By
 BV1646  HISTORY     - 1943     MONUMENTED       CGS
 BV1646  HISTORY     - 1956     GOOD             CGS
 BV1646  HISTORY     - 1958     GOOD             PAS
 BV1646  HISTORY     - 1960     GOOD             CGS
 BV1646  HISTORY     - 1964     GOOD             MSHD
 BV1646
 BV1646                          STATION DESCRIPTION
 BV1646
 BV1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1646'THE STATION IS LOCATED ABOUT 7.2 MILES SW OF HATTIESBURG AND 7.4
 BV1646'MILES NE OF PURVIS, 0.25 MILE SW OF THE LAMAR-FORREST COUNTY LINE,
 BV1646'130 FEET W OF A TRIANGULAR-BLAZED 1-FOOT PINE TREE, 51.1 FEET NW OF
 BV1646'THE CENTER LINE OF U.S. HIGHWAY 11, 3.2 FEET N OF A CONCRETE
 BV1646'RIGHT- OF-WAY POST. THE DISK IS STAMPED FORREST 1943.
 BV1646'
 BV1646'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1646'SET IN CONCRETE.
 BV1646'
 BV1646'REFERENCE MARK NO. 1 IS 86.53 FEET NNE OF THE STATION, 44.1 FEET W
 BV1646'OF THE CENTER LINE OF U.S. HIGHWAY 11. THE DISK IS STAMPED FORREST
 BV1646'NO. 1 1943.
 BV1646'
 BV1646'REFERENCE MARK NO. 2 IS 83.55 FEET NW OF THE STATION. THE MARK
 BV1646'PROJECTS 2 INCHES AND THE DISK IS STAMPED FORREST NO. 2 1943.
 BV1646'
 BV1646'THE AZIMUTH MARK IS 0.85 MILE SSW OF THE STATION, 102 FEET E OF THE
 BV1646'INTERSECTION OF U.S. HIGHWAY 11 AND A GRAVELED ROAD TO THE NW, 45.4
 BV1646'FEET W OF AN 8-INCH TRIANGULAR-BLAZED OAK TREE, 44 FEET SE OF THE
 BV1646'CENTER LINE OF U.S. HIGHWAY 11. THE DISK IS STAMPED FORREST 1943.
 BV1646'
 BV1646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 BV1646'MISSISSIPPI STATE HIGHWAY 24 IN HATTIESBURG, GO W ON U.S. HIGHWAY
 BV1646'11 FOR 7.2 MILES. 0.25 MILE SW OF THE LAMAR-FORREST COUNTY LINE
 BV1646'MARKER. THE STATION IS ON THE RIGHT.
 BV1646'
 BV1646'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SW ON U.S. HIGHWAY 11
 BV1646'FOR 0.85 MILE TO THE MARK ON THE LEFT.
 BV1646'
 BV1646'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BV1646
 BV1646                          STATION RECOVERY (1956)
 BV1646
 BV1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1646'THE STATION WAS VISITED ON SEPTEMBER 18, 1956, AND ALL MARKS WERE
 BV1646'FOUND IN GOOD CONDITION. THE 1943 DESCRIPTION BY K.B.J. IS ADEQUATE.
 BV1646
 BV1646                          STATION RECOVERY (1958)
 BV1646
 BV1646'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1958
 BV1646'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS ALL FOUND IN GOOD
 BV1646'CONDITION.
 BV1646
 BV1646                          STATION RECOVERY (1960)
 BV1646
 BV1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 BV1646'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BV1646
 BV1646                          STATION RECOVERY (1964)
 BV1646
 BV1646'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1646'THE STATION WAS VISITED 9-18-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1646'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1646'
 BV1646'THE AZIMUTH MARK IS 51 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY
 BV1646'11 AND A GRAVEL ROAD LEADING WEST, 25 FEET SOUTHWEST OF A 10-INCH
 BV1646'HICKORY TREE WITH A TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1894 ***********************************************************************
 BH1894  DESIGNATION -  FORT
 BH1894  PID         -  BH1894
 BH1894  STATE/COUNTY-  MS/HARRISON
 BH1894  USGS QUAD   -  SHIP ISLAND (1970)
 BH1894
 BH1894                         *CURRENT SURVEY CONTROL
 BH1894  ___________________________________________________________________
 BH1894* NAD 83(1993)-  30 12 43.69108(N)    088 58 19.47192(W)     ADJUSTED  
 BH1894* NAVD 88     -        10.4    (meters)      34.     (feet)  VERTCON   
 BH1894  ___________________________________________________________________
 BH1894  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH1894  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BH1894  HORZ ORDER  -  THIRD
 BH1894
 BH1894.The horizontal coordinates were established by classical geodetic methods
 BH1894.and adjusted by the National Geodetic Survey in May 1994.
 BH1894
 BH1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1894
 BH1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1894
 BH1894.The geoid height was determined by GEOID03.
 BH1894
 BH1894;                    North         East     Units Scale Factor Converg.
 BH1894;SPC MS E     -    78,944.532   286,642.506   MT  0.99995220   -0 04 11.3
 BH1894;SPC MS E     -   259,003.85    940,426.29   sFT  0.99995220   -0 04 11.3
 BH1894;UTM  16      - 3,343,936.357   310,185.082   MT  1.00004452   -0 59 33.5
 BH1894
 BH1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1894!SPC MS E     -   1.00000271  x   0.99995220  =   0.99995491
 BH1894!UTM  16      -   1.00000271  x   1.00004452  =   1.00004723
 BH1894
 BH1894                          SUPERSEDED SURVEY CONTROL
 BH1894
 BH1894  NAD 83(1993)-  30 12 43.70647(N)    088 58 19.46283(W) AD(       ) 3
 BH1894  NAD 83(1986)-  30 12 43.70535(N)    088 58 19.46139(W) AD(       ) 3
 BH1894  NGVD 29 (09/20/87)   10.3    (m)           34.     (f) VERT ANG    3  
 BH1894
 BH1894.Superseded values are not recommended for survey control.
 BH1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1894.See file dsdata.txt to determine how the superseded data were derived.
 BH1894
 BH1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1018543936(NAD 83)
 BH1894_MARKER: DH = HORIZONTAL CONTROL DISK
 BH1894_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH1894_SP_SET: METAL PIPE AND CONCRETE SURROUND
 BH1894_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1894+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 BH1894
 BH1894  HISTORY     - Date     Condition        Report By
 BH1894  HISTORY     - 1986     MONUMENTED       USE
 BH1894  HISTORY     - 20060307 GOOD             USCG
 BH1894
 BH1894                          STATION DESCRIPTION
 BH1894
 BH1894'DESCRIBED BY US ENGINEERS 1986 (WVH)
 BH1894'THE STATION IS LOCATED ABOUT 16 KM (9.9 MI) SOUTH OF BILOXI ON THE
 BH1894'WEST END OF SHIP ISLAND ON THE SOUTH SIDE OF THE OLD FORT AT ITS
 BH1894'TOP.
 BH1894'OWNERSHIP--THE OLD FORT IS UNDER THE CARE OF THE NATIONAL PARK
 BH1894'SERVICE AND ANY USE OF THE STATION WOULD HAVE TO BE WITH THEIR
 BH1894'PERMISSION.
 BH1894'
 BH1894'THE STATION CAN ONLY BE REACHED BY BOAT OR SEAPLANE.
 BH1894'
 BH1894'THE STATION IS A STANDARD C O E DISK STAMPED---FORT 1944---, AND IS
 BH1894'CEMENTED INTO A 4 INCH PIPE WHICH PROJECTS 6 INCHES OUT OF THE
 BH1894'CENTER OF A 3 FOOT BY 3 FOOT CONCRETE SLAB.  IT IS APPROXIMATELY
 BH1894'7.62 METERS (25 FEET) NORTH OF THE SOUTH EDGE OF THE FORT,
 BH1894'3.66 METERS (12 FEET) WEST OF THE SOUTHWEST CENTER OF THE OLD GUN
 BH1894'TURRET AND APPROXIMATELY 2.44 METERS (8.0 FEET) EAST OF THE INSIDE
 BH1894'CORNER OF THE FORT.
 BH1894'
 BH1894'HEIGHT OF LIGHT SHOWN WAS 1.44 METERS ABOVE THE MARK.
 BH1894'DESCRIBED BY R DECROIX.
 BH1894
 BH1894                          STATION RECOVERY (2006)
 BH1894
 BH1894'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 BH1894'RECOVERED AS DESCRIBED, ADD YOU MUST OBTAIN KEY FROM NATIONAL PARK
 BH1894'SERVICE TO ENTER FORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2377 ***********************************************************************
 BH2377  DESIGNATION -  FORT 2
 BH2377  PID         -  BH2377
 BH2377  STATE/COUNTY-  MS/JACKSON
 BH2377  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2377
 BH2377                         *CURRENT SURVEY CONTROL
 BH2377  ___________________________________________________________________
 BH2377* NAD 83(1993)-  30 25 27.94557(N)    088 51 13.04600(W)     ADJUSTED  
 BH2377* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2377  ___________________________________________________________________
 BH2377  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BH2377  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH2377  HORZ ORDER  -  THIRD
 BH2377
 BH2377.The horizontal coordinates were established by classical geodetic methods
 BH2377.and adjusted by the National Geodetic Survey in May 1994.
 BH2377
 BH2377.The orthometric height was scaled from a topographic map.
 BH2377
 BH2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2377
 BH2377.The geoid height was determined by GEOID03.
 BH2377
 BH2377;                    North         East     Units Scale Factor Converg.
 BH2377;SPC MS E     -   102,469.723   298,050.722   MT  0.99995005   -0 00 37.0
 BH2377;SPC MS E     -   336,186.08    977,854.74   sFT  0.99995005   -0 00 37.0
 BH2377;UTM  16      - 3,367,275.714   321,972.680   MT  0.99999100   -0 56 20.1
 BH2377
 BH2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2377!SPC MS E     -   1.00000429  x   0.99995005  =   0.99995434
 BH2377!UTM  16      -   1.00000429  x   0.99999100  =   0.99999529
 BH2377
 BH2377|---------------------------------------------------------------------|
 BH2377| PID    Reference Object                     Distance      Geod. Az  |
 BH2377|                                                           dddmmss.s |
 BH2377| DD8812 FORT 2 RM 1                          10.651 METERS 01615     |
 BH2377| DD8813 FORT 2 RM 2                          23.813 METERS 01619     |
 BH2377| BH3293 BRIDGE RESET                        APPROX. 1.9 KM 1430522.0 |
 BH2377| BH2365 BILOXI BAY RTE 90 DRAWSPAN LT       APPROX. 2.1 KM 1624538.2 |
 BH2377| BH2369 BILOXI RR BRIDGE CENTER LIGHT       APPROX. 1.8 KM 1702924.6 |
 BH2377|---------------------------------------------------------------------|
 BH2377
 BH2377                          SUPERSEDED SURVEY CONTROL
 BH2377
 BH2377  NAD 83(1993)-  30 25 27.95971(N)    088 51 13.03440(W) AD(       ) 3
 BH2377  NAD 83(1986)-  30 25 27.96586(N)    088 51 13.03230(W) AD(       ) 3
 BH2377  NAD 27      -  30 25 27.25800(N)    088 51 12.91800(W) AD(       ) 3
 BH2377
 BH2377.Superseded values are not recommended for survey control.
 BH2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2377.See file dsdata.txt to determine how the superseded data were derived.
 BH2377
 BH2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2197367276(NAD 83)
 BH2377_MARKER: DS = TRIANGULATION STATION DISK
 BH2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2377
 BH2377  HISTORY     - Date     Condition        Report By
 BH2377  HISTORY     - 1935     MONUMENTED       CGS
 BH2377  HISTORY     - 1939     GOOD             USE
 BH2377  HISTORY     - 1943     GOOD             CGS
 BH2377  HISTORY     - 1946     GOOD             CGS
 BH2377  HISTORY     - 1950     GOOD             CGS
 BH2377  HISTORY     - 1967     GOOD             CGS
 BH2377  HISTORY     - 1968     GOOD             MSHD
 BH2377  HISTORY     - 1969     GOOD             CGS
 BH2377
 BH2377                          STATION DESCRIPTION
 BH2377
 BH2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2377'THE STATION IS ON FORT POINT, BILOXI BAY, THE POINT BEING THE FIRST
 BH2377'PROMINENT POINT W OF THE LOUISVILLE AND NASHVILLE RAILROAD BRIDGE,
 BH2377'AND IS NNW OF THE DRAWSPAN.
 BH2377'
 BH2377'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2377'SET IN CONCRETE.
 BH2377'
 BH2377'THE STATION MARK, PROJECTING ABOUT 10 INCHES ABOVE GROUND, IS ON A
 BH2377'SAND RIDGE ABOUT 18 FEET N AND 25 FEET E OF THE HIGH-WATER
 BH2377'LINE, BEYOND WHICH THERE IS A MARSH GRASS AREA 50 FEET WIDE AROUND
 BH2377'THE POINT.  THERE ARE THREE PINE TREES, THESE BEING THE ONLY LARGE
 BH2377'TREES ON THE POINT, A 10-INCH ONE BEING 110 FEET NNE, A 12-INCH BEING
 BH2377'100 FEET ESE AND A 20-INCH BEING 120 FEET SE OF THE STATION.
 BH2377'
 BH2377'REFERENCE MARK NO. 1, PROJECTING ABOUT 10 INCHES ABOVE GROUND, IS 18
 BH2377'FEET E OF THE HIGH-WATER LINE, AND ABOUT 600 FEET W OF THE
 BH2377'TREE LINE.
 BH2377'
 BH2377'REFERENCE MARK NO. 2, PROJECTING ABOUT 12 INCHES ABOVE GROUND, IS 8
 BH2377'FEET E OF THE HIGH-WATER LINE, AT THE NORTHERN TIP OF THE SAND
 BH2377'SPIT IN WHICH THE POINT ENDS.
 BH2377'
 BH2377'IT MAY BE REACHED BY TRUCK BY TURNING N ABOUT 1/4 MILE BEFORE
 BH2377'REACHING THE E END OF THE BILOXI BRIDGE ON U. S. HIGHWAY 90, FOLLOW
 BH2377'MAIN TRAVELLED ROAD ABOUT 1/2 MILE, ENTERING GROUNDS OF PRIVATE
 BH2377'ESTATE, CONTINUING NW THROUGH THE GROUNDS BY MAIN PAVED DRIVEWAY,
 BH2377'THENCE FOLLOW CINDER ROAD AS FAR AS POSSIBLE ALONG BEACH AND THEN
 BH2377'WALK ABOUT 1/4 MILE TO THE STATION.
 BH2377
 BH2377                          STATION RECOVERY (1939)
 BH2377
 BH2377'RECOVERY NOTE BY US ENGINEERS 1939
 BH2377'RECOVERED IN GOOD CONDITION.
 BH2377
 BH2377                          STATION RECOVERY (1943)
 BH2377
 BH2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 BH2377'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH2377
 BH2377                          STATION RECOVERY (1946)
 BH2377
 BH2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2377'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 BH2377'FROM STATION TO REFERENCE MARKS AND DISTANCE BETWEEN REFERENCE MARKS
 BH2377'WERE MEASURED AND CHECK.  ORIGINAL DESCRIPTION IS ADEQUATE.
 BH2377
 BH2377                          STATION RECOVERY (1950)
 BH2377
 BH2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2377'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BH2377'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BH2377'CORRECTIONS AND ADDITIONS-
 BH2377'
 BH2377'THE SAND RIDGE MENTIONED IS COVERED WITH A DENSE GROWTH OF
 BH2377'BAMBOO-LIKE CANE, SO IT IS BARELY DISCERNIBLE.
 BH2377'
 BH2377'THE STATION MONUMENT NOW PROJECTS 6 INCHES, NOT 10 INCHES.
 BH2377'
 BH2377'REFERENCE MARK 1 NOW PROJECTS 8 INCHES, NOT 10 INCHES.
 BH2377'
 BH2377'REFERENCE MARK 2 NOW PROJECTS 6 INCHES, NOT 12 INCHES.
 BH2377'
 BH2377'THE TREE LINE MENTIONED IS INDEFINITE AND OBSCURED BY DENSE
 BH2377'VEGETATION.
 BH2377'
 BH2377'A COMPLETE NEW DESCRIPTION FOLLOWS-
 BH2377'
 BH2377'STATION IS LOCATED ON FORT POINT, BILOXI BAY, THE POINT BEING THE
 BH2377'FIRST PROMINENT POINT W OF THE LOUISVILLE AND NASHVILLE
 BH2377'RAILROAD BRIDGE, AND IS NNW OF THE DRAWSPAN.  THE STATION IS REACHED
 BH2377'MORE EASILY BY BOAT, BUT TO REACH THE STATION FORM BILOXI BY
 BH2377'TRUCK, GO E ON U. S. HIGHWAY 90 TO THE E END OF BILOXI BAY BRIDGE,
 BH2377'CONTINUE E 0.4 MILE, MAKE A U TURN ON A ROAD GOING W, CROSS THE
 BH2377'RAILROAD TRACKS AND GO N ON THE MAIN TRAVELLED ROAD TO A LOCKED GATE
 BH2377'ON PRIVATE PROPERTY.  GET THE KEY FOR THE GATE FROM MR. ED
 BH2377'STERKEN, CARETAKER, OR PERCY, COLORED YARDMAN, AT THE LARGE HOUSE
 BH2377'ON THE W SIDE OF THE ROAD AND NEAREST TO THE GATE.  BOTH OF THESE
 BH2377'MEN KNOW THE LOCATION OF THE STATION.  ENTERING THE GROUNDS OF THE
 BH2377'PRIVATE ESTATE, CONTINUE NW THROUGH THE GROUNDS BY MAIN PAVED ROAD TO
 BH2377'THE BEACH, FOLLOW ALONG THE BEACH UNTIL THE ROAD TURNS N AND AWAY
 BH2377'FROM THE BEACH.  FROM THIS POINT, WALK ABOUT 1/2 MILE ALONG THE BEACH
 BH2377'TO THE STATION.
 BH2377'
 BH2377'THE STATION IS APPROXIMATELY 120 FEET NNW OF A 10-INCH PINE TREE, 25
 BH2377'FEET E OF THE MEAN HIGH-WATER LINE, AND 3 FEET N OF A 4-BY
 BH2377'4-INCH WOODEN WITNESS POST.  IT IS A STANDARD DISK, STAMPED FORT 2
 BH2377'1935, AND SET IN AN 8-INCH SQUARE CONCRETE MONUMENT
 BH2377'PROJECTING 6 INCHES.
 BH2377'
 BH2377'REFERENCE MARK 1 IS 34.94 FEET N OF THE STATION AND 18 FEET E OF THE
 BH2377'MEAN HIGH-WATER LINE.  IT IS A STANDARD DISK, STAMPED FORT NO 1
 BH2377'1935, AND SET IN AN 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 8
 BH2377'INCHES.
 BH2377'
 BH2377'REFERENCE MARK 2 IS 78.13 FEET N OF THE STATION AND 8 FEET E OF THE
 BH2377'MEAN HIGH-WATER LINE.  IT IS A STANDARD DISK, STAMPPED FORT NO
 BH2377'2 1935, AND SET IN AN 8-INCH SQUARE MONUMENT PROJECTING 6 INCHES.
 BH2377
 BH2377                          STATION RECOVERY (1967)
 BH2377
 BH2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2377'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BH2377'DESCRIPTION BY G. E. M., JR. IS ADEQUATE (1950 DESCRIPTION)
 BH2377
 BH2377                          STATION RECOVERY (1968)
 BH2377
 BH2377'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2377'THE STATION WAS VISITED 9-10-68 AND THE STATION MARK, REFERENCE MARK,
 BH2377'NO. 1, AND NO. 2 WERE FOUND IN GOOD CONDITION.
 BH2377'
 BH2377'THE STATION IS LOCATED 1.8 MILES NORTHWEST OF THE APPROXIMATE CENTER
 BH2377'OF OCEAN SPRINGS ABOUT 150 YARDS SOUTH OF THE NORTH END OF FORT
 BH2377'POINT, 2.3 MILES EAST OF BILOXI.  IT IS 52 FEET SOUTH SOUTHWEST OF A
 BH2377'14 INCH TRIANGULAR BLAZED PINE, 52 FEET EAST OF THE EDGE OF THE
 BH2377'WATER AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2377'
 BH2377'IT IS A STANDARD TRIANGULATION DISK, STAMPED FORT 2 1935 PROJECTING 6
 BH2377'INCHES.
 BH2377'
 BH2377'REFERENCE MARK NO. 1 IS 34.94 FEET NORTH OF THE STATION.  IT IS 17
 BH2377'FEET SOUTH OF A TRIANGULAR BLAZED 14 INCH PINE, 60 FEET EAST OF
 BH2377'THE EDGE OF THE WATER AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BH2377'A STANDARD DISK, STAMPED FORT 2 NO 1 1935 PROJECTING 8 INCHES.
 BH2377'
 BH2377'REFERENCE MARK NO. 2 IS 78.13 FEET NORTH OF THE STATION.  IT IS 24.5
 BH2377'FEET NORTH OF A TRIANGULAR BLAZED 14 INCH PINE, 40 FEET EAST OF
 BH2377'THE EDGE OF THE WATER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 BH2377'IS A STANDARD REFERENCE MARK DISK STAMPED FORT 2 NO 2 1935
 BH2377'PROJECTING 9 INCHES.
 BH2377'
 BH2377'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 43.17 FEET.
 BH2377'
 BH2377'TO REACH THE STATION FROM OCEAN SPRINGS STATE BANK IN OCEAN SPRINGS
 BH2377'GO NORTH ON WASHINGTON AVENUE FOR 0.15 MILE TO THE INTERSECTION
 BH2377'OF U. S. HIGHWAY 90.  TURN LEFT (WEST) AND CONTINUE ON U. S. HIGHWAY
 BH2377'90 FOR 0.4 MILE TO CROSS STREET JUST BEFORE REACHING A CONCRETE
 BH2377'BRIDGE OVER THE L AND N RAILROAD TRACK.  TURN RIGHT AND CONTINUE
 BH2377'SOUTHWEST AND NORTHWEST ON A BLACKTOP STREET FOR 1.1 MILES
 BH2377'TO A NARROW CONCRETE ROAD LEADING TO THE BAY ON THE LEFT.  TURN LEFT
 BH2377'AND CONTINUE WEST ON A CONCRETE ROAD INTO A TRACK ROAD
 BH2377'FOLLOWING THE EAST SIDE OF THE BAY FOR 0.35 MILE TO THE END OF
 BH2377'THE ROAD.  THE STATION IS LOCATED APPROXIMATELY 0.2 MILE NORTH OF
 BH2377'THIS POINT IN THE BRUSH.
 BH2377'
 BH2377'AIRLIND DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.8 MILES NORTHWEST
 BH2377'OF OCEAN SPRINGS.
 BH2377
 BH2377                          STATION RECOVERY (1969)
 BH2377
 BH2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2377'RECOVERED.  STATION AND RMS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 BH2377'BY G E. M. JR., 1950 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1381 ***********************************************************************
 BW1381  DESIGNATION -  FORT ADAMS BOLT
 BW1381  PID         -  BW1381
 BW1381  STATE/COUNTY-  MS/WILKINSON
 BW1381  USGS QUAD   -  FORT ADAMS (1965)
 BW1381
 BW1381                         *CURRENT SURVEY CONTROL
 BW1381  ___________________________________________________________________
 BW1381* NAD 83(1986)-  31 05 01.     (N)    091 32 58.     (W)     SCALED    
 BW1381* NAVD 88     -        15.81   (+/-2cm)      51.9    (feet)  VERTCON   
 BW1381  ___________________________________________________________________
 BW1381  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1381  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1381
 BW1381.The horizontal coordinates were scaled from a topographic map and have
 BW1381.an estimated accuracy of +/- 6 seconds.
 BW1381
 BW1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1381.The vertical order pertains to the NGVD 29 superseded value.
 BW1381
 BW1381.The geoid height was determined by GEOID03.
 BW1381
 BW1381;                    North         East    Units  Estimated Accuracy
 BW1381;SPC MS W     -   176,180.      583,960.      MT  (+/- 180 meters Scaled)
 BW1381
 BW1381                          SUPERSEDED SURVEY CONTROL
 BW1381
 BW1381  NGVD 29 (??/??/92)   15.78   (m)           51.8    (f) COMPUTED    1 2
 BW1381
 BW1381.Superseded values are not recommended for survey control.
 BW1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1381.See file dsdata.txt to determine how the superseded data were derived.
 BW1381
 BW1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ383397(NAD 83)
 BW1381_MARKER: B = BOLT
 BW1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1381_SP_SET: TILE
 BW1381_STAMPING: FORT ADAMS
 BW1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1381
 BW1381  HISTORY     - Date     Condition        Report By
 BW1381  HISTORY     - UNK      MONUMENTED       DOD
 BW1381  HISTORY     - 1938     GOOD             NGS
 BW1381
 BW1381                          STATION DESCRIPTION
 BW1381
 BW1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1381'IN FORT ADAMS.
 BW1381'AT FORT ADAMS, WILKINSON COUNTY, IN THE LOWER PART OF TOWN, 600 FEET
 BW1381'SOUTH ALONG A ROAD FROM THE POST OFFICE AND A GENERAL STORE OWNED IN
 BW1381'1942 BY S. B. CURRY, 215 FEET WEST OF WELL-DEFINED FOOTHILLS, 203 FEET
 BW1381'SOUTHEAST OF A NEGRO CHURCH AND SCHOOL, 63 FEET NORTH OF A BLACKSMITH
 BW1381'SHOP OWNED BY HOWARD STUTZMAN, 54 FEET NORTHEAST OF THE INTERSECTION
 BW1381'OF A DIRT AND A GRAVEL ROAD (THE GRAVEL ROAD CIRCLES AT THIS POINT TO
 BW1381'THE FOOTHILLS AND THE DIRT ROAD LEADS TO FORT ADAMS LANDING ON
 BW1381'MISSISSIPPI RIVER), 10 FEET SOUTHWEST OF THE FORMER STUTZMAN RESIDENCE
 BW1381'(UNOCCUPIED IN 1942 AND USED AS A WAREHOUSE), 12.5 FEET EAST OF A
 BW1381'FENCE CORNER, AND 1.4 FEET NORTH OF THE EAST-AND-WEST PICKET FENCE. A
 BW1381'COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND,
 BW1381'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW1381'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1380 ***********************************************************************
 BW1380  DESIGNATION -  FORT ADAMS CAP
 BW1380  PID         -  BW1380
 BW1380  STATE/COUNTY-  MS/WILKINSON
 BW1380  USGS QUAD   -  FORT ADAMS (1965)
 BW1380
 BW1380                         *CURRENT SURVEY CONTROL
 BW1380  ___________________________________________________________________
 BW1380* NAD 83(1986)-  31 05 01.     (N)    091 32 58.     (W)     SCALED    
 BW1380* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 BW1380  ___________________________________________________________________
 BW1380  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW1380  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1380
 BW1380.The horizontal coordinates were scaled from a topographic map and have
 BW1380.an estimated accuracy of +/- 6 seconds.
 BW1380
 BW1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1380.The vertical order pertains to the NGVD 29 superseded value.
 BW1380
 BW1380.The geoid height was determined by GEOID03.
 BW1380
 BW1380;                    North         East    Units  Estimated Accuracy
 BW1380;SPC MS W     -   176,180.      583,960.      MT  (+/- 180 meters Scaled)
 BW1380
 BW1380                          SUPERSEDED SURVEY CONTROL
 BW1380
 BW1380  NGVD 29 (??/??/92)   17.030  (m)           55.87   (f) ADJ UNCH    1 2
 BW1380
 BW1380.Superseded values are not recommended for survey control.
 BW1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1380.See file dsdata.txt to determine how the superseded data were derived.
 BW1380
 BW1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ383397(NAD 83)
 BW1380_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1380_STAMPING: FORT ADAMS
 BW1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1380
 BW1380  HISTORY     - Date     Condition        Report By
 BW1380  HISTORY     - UNK      MONUMENTED       DOD
 BW1380  HISTORY     - 1938     GOOD             NGS
 BW1380
 BW1380                          STATION DESCRIPTION
 BW1380
 BW1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1380'IN FORT ADAMS.
 BW1380'AT FORT ADAMS, WILKINSON COUNTY, IN THE LOWER PART OF TOWN, 600 FEET
 BW1380'SOUTH ALONG A ROAD FROM THE POST OFFICE AND A GENERAL STORE OWNED IN
 BW1380'1942 BY S. B. CURRY, 215 FEET WEST OF WELL-DEFINED FOOTHILLS, 203 FEET
 BW1380'SOUTHEAST OF A NEGRO CHURCH AND SCHOOL, 63 FEET NORTH OF A BLACKSMITH
 BW1380'SHOP OWNED BY HOWARD STUTZMAN, 54 FEET NORTHEAST OF THE INTERSECTION
 BW1380'OF A DIRT AND A GRAVEL ROAD (THE GRAVEL ROAD CIRCLES AT THIS POINT TO
 BW1380'THE FOOTHILLS AND THE DIRT ROAD LEADS TO FORT ADAMS LANDING ON
 BW1380'MISSISSIPPI RIVER), 10 FEET SOUTHWEST OF THE FORMER STUTZMAN RESIDENCE
 BW1380'(UNOCCUPIED IN 1942 AND USED AS A WAREHOUSE), 12.5 FEET EAST OF A
 BW1380'FENCE CORNER, AND 1.4 FEET NORTH OF THE EAST-AND-WEST PICKET FENCE. AN
 BW1380'IRON PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0297 ***********************************************************************
 CP0297  DESIGNATION -  FORT SMITH DBM
 CP0297  PID         -  CP0297
 CP0297  STATE/COUNTY-  MS/HINDS
 CP0297  USGS QUAD   -  CLINTON (1980)
 CP0297
 CP0297                         *CURRENT SURVEY CONTROL
 CP0297  ___________________________________________________________________
 CP0297* NAD 83(1986)-  32 18 28.     (N)    090 18 52.     (W)     SCALED    
 CP0297* NAVD 88     -        86.886  (meters)     285.06   (feet)  ADJUSTED  
 CP0297  ___________________________________________________________________
 CP0297  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0297  DYNAMIC HT  -          86.786 (meters)     284.73  (feet)  COMP
 CP0297  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CP0297
 CP0297  VERT ORDER  -  FIRST     CLASS I
 CP0297
 CP0297.The horizontal coordinates were scaled from a topographic map and have
 CP0297.an estimated accuracy of +/- 6 seconds.
 CP0297
 CP0297.The orthometric height was determined by differential leveling
 CP0297.and adjusted in June 1991.
 CP0297
 CP0297.The geoid height was determined by GEOID03.
 CP0297
 CP0297.The dynamic height is computed by dividing the NAVD 88
 CP0297.geopotential number by the normal gravity value computed on the
 CP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0297.degrees latitude (g = 980.6199 gals.).
 CP0297
 CP0297.The modeled gravity was interpolated from observed gravity values.
 CP0297
 CP0297;                    North         East    Units  Estimated Accuracy
 CP0297;SPC MS W     -   311,280.      701,780.      MT  (+/- 180 meters Scaled)
 CP0297
 CP0297                          SUPERSEDED SURVEY CONTROL
 CP0297
 CP0297  NGVD 29 (??/??/??)   86.899  (m)          285.10   (f) ADJUSTED    1 1
 CP0297
 CP0297.Superseded values are not recommended for survey control.
 CP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0297.See file dsdata.txt to determine how the superseded data were derived.
 CP0297
 CP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR528777(NAD 83)
 CP0297_MARKER: Z = SEE DESCRIPTION
 CP0297_SETTING: 0 = UNSPECIFIED SETTING
 CP0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0297
 CP0297  HISTORY     - Date     Condition        Report By
 CP0297  HISTORY     - UNK      MONUMENTED       DOD
 CP0297  HISTORY     - 1978     GOOD             MSHD
 CP0297
 CP0297                          STATION DESCRIPTION
 CP0297
 CP0297'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0297'2.2 MI SE FROM CLINTON.
 CP0297'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON ON THE GROUNDS OF
 CP0297'THE U.S. WATERWAYS EXPERIMENT STATION ON THE SITE OF THE ARKANSAS
 CP0297'CONTROL HOUSE, 7.5 MILES WEST OF THE CENTER OF DOWNTOWN JACKSON IN THE
 CP0297'NORTHEAST 1/4 OF SECTION 5, T 5N, R 1W.  THE 1968 LOCAL MEASUREMENTS
 CP0297'CHECKED.  NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO MISSISSIPPI
 CP0297'COLLEGE IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A
 CP0297'CROSSROAD.  TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2 MILES TO
 CP0297'A CROSSROAD JUST BEYOND THE RAILROAD TRACK.  TURN LEFT AND GO EAST ON
 CP0297'MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT STATION
 CP0297'ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO
 CP0297'A CROSSROAD.  TURN LEFT AND GO WEST AND NORTH ON A PAVED ROAD FOR 0.35
 CP0297'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON A
 CP0297'PAVED ROAD FOR 0.2 MILE TO A SHARP CURVE LEFT AND THE MARK ON THE
 CP0297'RIGHT.  NOTE-- THE CYCLONE FENCE MENTIONED IS AROUND SOME
 CP0297'TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2591 ***********************************************************************
 CP2591  DESIGNATION -  FORTY NINE
 CP2591  PID         -  CP2591
 CP2591  STATE/COUNTY-  MS/HINDS
 CP2591  USGS QUAD   -  JACKSON (1998)
 CP2591
 CP2591                         *CURRENT SURVEY CONTROL
 CP2591  ___________________________________________________________________
 CP2591* NAD 83(1993)-  32 21 21.04704(N)    090 13 55.14774(W)     ADJUSTED  
 CP2591* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 CP2591  ___________________________________________________________________
 CP2591  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CP2591  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP2591  HORZ ORDER  -  FIRST
 CP2591
 CP2591.The horizontal coordinates were established by classical geodetic methods
 CP2591.and adjusted by the National Geodetic Survey in May 1994.
 CP2591
 CP2591.The orthometric height was scaled from a topographic map.
 CP2591
 CP2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2591
 CP2591.The geoid height was determined by GEOID03.
 CP2591
 CP2591;                    North         East     Units Scale Factor Converg.
 CP2591;SPC MS W     -   316,611.624   709,539.031   MT  0.99995112   +0 03 15.3
 CP2591;SPC MS W     - 1,038,749.97  2,327,879.30   sFT  0.99995112   +0 03 15.3
 CP2591;UTM  15      - 3,583,248.669   760,482.562   MT  1.00043680   +1 28 56.0
 CP2591
 CP2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2591!SPC MS W     -   0.99998657  x   0.99995112  =   0.99993769
 CP2591!UTM  15      -   0.99998657  x   1.00043680  =   1.00042336
 CP2591
 CP2591:                Primary Azimuth Mark                     Grid Az
 CP2591:SPC MS W     -  JACKSON RAD RNG CENTER ANTENNA           041 56 55.7
 CP2591:UTM  15      -  JACKSON RAD RNG CENTER ANTENNA           040 31 15.0
 CP2591
 CP2591|---------------------------------------------------------------------|
 CP2591| PID    Reference Object                     Distance      Geod. Az  |
 CP2591|                                                           dddmmss.s |
 CP2591| CP2590 JACKSON RAD RNG CENTER ANTENNA      APPROX. 2.4 KM 0420011.0 |
 CP2591| CY3586 FORTY NINE RM 3                      17.930 METERS 08107     |
 CP2591| CP2601 JACKSON MUNICIPAL TANK NORTH        APPROX. 6.4 KM 1243616.9 |
 CP2591| CY3584 FORTY NINE AZ MK                                   1344656.3 |
 CP2591| CP2599 JACKSON NEW STATE CAPITOL DOME      APPROX. 7.4 KM 1404938.3 |
 CP2591| CP2587 JACKSON MUNICIPAL TANK WEST         APPROX. 4.2 KM 1663325.7 |
 CP2591| CP0428 FORTY NINE 2                         34.182 METERS 18047     |
 CP2591| CP0429 FORTY NINE RM 1                      51.797 METERS 26057     |
 CP2591| CY3585 FORTY NINE RM 2                      28.849 METERS 34547     |
 CP2591| CP2605 VIRDEN                              APPROX. 5.4 KM 3534754.6 |
 CP2591|---------------------------------------------------------------------|
 CP2591
 CP2591                          SUPERSEDED SURVEY CONTROL
 CP2591
 CP2591  NAD 83(1986)-  32 21 21.06153(N)    090 13 55.14315(W) AD(       ) 1
 CP2591  NAD 27      -  32 21 20.53900(N)    090 13 54.82100(W) AD(       ) 1
 CP2591
 CP2591.Superseded values are not recommended for survey control.
 CP2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2591.See file dsdata.txt to determine how the superseded data were derived.
 CP2591
 CP2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6048383249(NAD 83)
 CP2591_MARKER: DS = TRIANGULATION STATION DISK
 CP2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2591
 CP2591  HISTORY     - Date     Condition        Report By
 CP2591  HISTORY     - 1945     MONUMENTED       CGS
 CP2591  HISTORY     - 1955     GOOD             CGS
 CP2591  HISTORY     - 1956     GOOD             CGS
 CP2591  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CP2591
 CP2591                          STATION DESCRIPTION
 CP2591
 CP2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2591'STATION IS LOCATED ABOUT 5 MILES NW OF THE BUSINESS DISTRICT
 CP2591'OF THE CITY OF JACKSON AND ON THE PROPERTY OF JOHN REES.
 CP2591'IT IS ABOUT 250 FEET W OF THE POCAHONTAS TAVERN, 60 YARDS
 CP2591'N OF JOHN REES FARM RESIDENCE, 82 FEET SW OF THE APPROXIMATE
 CP2591'CENTER LINE OF U.S. HIGHWAY 49, 90 FEET E OF THE APPROXIMATE
 CP2591'CENTER LINE OF THE REES FARM DRIVEWAY, AND 60 FEET S OF
 CP2591'THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD.
 CP2591'
 CP2591'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2591'POST, STAMPED FORTY NINE 1945, AND ABOUT FLUSH WITH THE
 CP2591'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CP2591'CONCRETE.
 CP2591'
 CP2591'REFERENCE MARK 1 IS 169.48 FEET W OF THE STATION, 74 FEET
 CP2591'W OF THE REES FARM DRIVEWAY, AND 1 FOOT E OF A BOARD FENCE.
 CP2591'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 CP2591'STAMPED FORTY NINE NO 1 1945, AND PROJECTS ABOUT 1 INCH.
 CP2591'
 CP2591'REFERENCE MARK 2 IS 94.65 FEET N OF THE STATION, 35 FEET
 CP2591'N OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 32
 CP2591'FEET SW OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 49,
 CP2591'AND 2 FEET SE OF A STANDARD WITNESS POST.  IT IS A BRONZE
 CP2591'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED FORTY
 CP2591'NINE NO 2 1945, AND PROJECTS ABOUT 5 INCHES.
 CP2591'
 CP2591'THE AZIMUTH MARK IS 0.55 MILE SE OF THE STATION, 47 FEET
 CP2591'NE OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 49, 4.2
 CP2591'FEET E OF TELEPHONE POLE 225, AND 4 FEET E OF A STANDARD
 CP2591'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 CP2591'A CONCRETE POST, STAMPED FORTY NINE 1945, AND PROJECTS ABOUT 4
 CP2591'INCHES.
 CP2591'
 CP2591'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN THE
 CP2591'CITY OF JACKSON, GO N ON U.S. HIGHWAY 51 FOR 1.85 MILES
 CP2591'TO THE JUNCTION OF U.S. HIGHWAY 49, TURN LEFT ON U.S. HIGHWAY
 CP2591'49 AND GO 3.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 CP2591'DESCRIBED.  CONTINUE ON HIGHWAY 49 FOR 0.55 MILE TO THE
 CP2591'POCAHONTAS TAVERN ON THE RIGHT AND STATION ON THE LEFT AS
 CP2591'DESCRIBED.
 CP2591'
 CP2591'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2591
 CP2591                          STATION RECOVERY (1955)
 CP2591
 CP2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2591'THE STATION WAS VISITED ON SEPTEMBER 12, 1955.  THE STATION
 CP2591'MARK, AZIMUTH MARK, AND REFERENCE MARK 1 WERE FOUND IN GOOD
 CP2591'CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED BY ROAD
 CP2591'CONSTRUCTION, AND THE DISK WAS REMOVED, STAMPED NO. 3, AND
 CP2591'USED TO ESTABLISH REFERENCE MARK 3 WHICH WAS SET E OF THE
 CP2591'STATION, AND ON LINE WITH REFERENCE MARK 1 AND THE STATION
 CP2591'MARK.  A NEW DESCRIPTION FOLLOWS--
 CP2591'
 CP2591'THE STATION IS LOCATED 5 MI. NW OF THE BUSINESS DISTRICT
 CP2591'OF JACKSON, IN THE SW ANGLE OF THE INTERSECTION OF U.S.
 CP2591'HIGHWAY 49 AND A HARD-SURFACED ROAD LEADING W, AND ON PROPERTY
 CP2591'OWNED BY MR. JOHN REES.  IT IS ABOUT 60 YD. N OF THE REES
 CP2591'HOME, 88 FT. W OF THE CENTERLINE OF U.S. HIGHWAY 49, 56
 CP2591'FT. S OF THE CENTERLINE OF THE COUNTY ROAD LEADING W, 76.5
 CP2591'FT. E-SE OF THE E BRICK PILLAR AT THE ENTRANCE TO THE REES
 CP2591'HOME, 56 FT. W-SW OF A BRACE POLE FOR A POWERLINE, AND 19
 CP2591'FT. S OF A BOARD FENCE.  IT IS A STANDARD DISK, STAMPED
 CP2591'FORTY NINE 1945 AND SET FLUSH WITH THE GROUND.
 CP2591'
 CP2591'REFERENCE MARK 1 IS 169.39 FT. W-SW OF THE STATION, 82 FT.
 CP2591'S OF THE CENTERLINE OF THE COUNTY ROAD LEADING W, 44 FT.
 CP2591'S OF A FENCE CORNER, 86 FT. SW OF THE W BRICK PILLAR OF
 CP2591'THE ENTRANCE TO THE REES HOME, 76 FT. W OF THE CENTER OF
 CP2591'THE DRIVEWAY, AND 1 FT. E OF A BOARD FENCE.  IT IS A STANDARD
 CP2591'DISK, STAMPED FORTY NINE NO 1 1945 AND SET FLUSH WITH THE
 CP2591'GROUND .
 CP2591'
 CP2591'REFERENCE MARK 3 IS 58.82 FT. E OF THE STATION, 31 FT. W
 CP2591'OF THE CENTERLINE OF U.S. HIGHWAY 49, 57 FT. S OF THE CENTERLINE
 CP2591'OF THE COUNTY ROAD, 13 FT. S OF A BRACE POLE FOR THE POWERLINE,
 CP2591'AND 1 FT. W OF A BOARD FENCE.  IT IS A STANDARD DISK, STAMPED
 CP2591'FORTY NINE NO 3 1945 AND PROJECTING 3 IN.
 CP2591'
 CP2591'THE AZIMUTH MARK IS 0.55 MI. S OF THE STATION, 48 FT. E
 CP2591'OF THE CENTERLINE OF U.S. HIGHWAY 49, 12 FT. N OF THE CENTER
 CP2591'OF A DRIVEWAY LEADING E, 44 FT. N OF A POWER POLE, AND 3
 CP2591'FT. E OF A ROW OF POLES.  IT IS A STANDARD DISK, STAMPED
 CP2591'FORTY NINE 1945 AND PROJECTING 6 IN.
 CP2591'
 CP2591'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING IN JACKSON,
 CP2591'GO N ON U.S. HIGHWAY 51 FOR 1.85 MI. TO ITS JUNCTION WITH
 CP2591'U.S. HIGHWAY 49, TURN LEFT ON U.S. HIGHWAY 49 AND GO W AND
 CP2591'N FOR 3.6 MI. TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CP2591'NW FOR 0.55 MI. TO A CROSSROADS AND THE STATION ON THE LEFT.
 CP2591
 CP2591                          STATION RECOVERY (1956)
 CP2591
 CP2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 CP2591'STATION, AZIMUTH MARK, AND REFERENCE MARK 1 WERE RECOVERED
 CP2591'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED,
 CP2591'BROKEN, AND THE DISK MISSING.  REFERENCE MARK 3 WAS FOUND
 CP2591'BY CHANCE AS THE 1955 RECOVERY NOTE AND DESCRIPTION WERE
 CP2591'NOT SENT TO FIELD.
 CP2591
 CP2591                          STATION RECOVERY (1957)
 CP2591
 CP2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2591'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE
 CP2591'MARKS 1 AND 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2591'THE STATION WAS MOVED AT THIS DATE AT THE REQUEST OF THE
 CP2591'MISSISSIPPI STATE HIGHWAY DEPARTMENT.  A NEW STATION, FORTY
 CP2591'NINE 2, WAS ESTABLISHED 34.183 M. S OF THE STATION.  THE
 CP2591'SURFACE MARK WAS THEN DESTROYED.  THE SUBSURFACE MARK WAS
 CP2591'LEFT INTACT BUT WILL BE IN THE CENTER OF THE W LANE OF THE
 CP2591'NEW U.S. HIGHWAY 49.  REFERENCE MARK 3 WAS ALSO DESTROYED
 CP2591'AT THIS DATE.  THE AZIMUTH MARK AND REFERENCE MARK 1 WERE
 CP2591'USED FOR THE NEW STATION.  A DESCRIPTION OF THE SUBSURFACE
 CP2591'MARK FOLLOWS--
 CP2591'
 CP2591'THE SUBSURFACE MARK IS IN THE CENTER OF THE W LANE OF U.S.
 CP2591'HIGHWAY 49, 253 FT. N OF THE NE CORNER OF THE JOHN REES
 CP2591'HOME, 167 FT. NE OF A 24-IN. OAK TREE, 112.15 FT. N OF STATION
 CP2591'FORTY NINE 2 1957, AND 169.48 FT. E OF REFERENCE MARK 1.
 CP2591'IT IS A STANDARD DISK, STAMPED FORTY NINE 1945 AND IS ABOUT
 CP2591'3 FT. BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0428 ***********************************************************************
 CP0428  DESIGNATION -  FORTY NINE 2
 CP0428  PID         -  CP0428
 CP0428  STATE/COUNTY-  MS/HINDS
 CP0428  USGS QUAD   -  JACKSON (1998)
 CP0428
 CP0428                         *CURRENT SURVEY CONTROL
 CP0428  ___________________________________________________________________
 CP0428* NAD 83(1993)-  32 21 19.93746(N)    090 13 55.16566(W)     ADJUSTED  
 CP0428* NAVD 88     -       112.174  (meters)     368.02   (feet)  ADJUSTED  
 CP0428  ___________________________________________________________________
 CP0428  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CP0428  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0428  DYNAMIC HT  -         112.047 (meters)     367.61  (feet)  COMP
 CP0428  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CP0428
 CP0428  HORZ ORDER  -  SECOND
 CP0428  VERT ORDER  -  SECOND    CLASS 0
 CP0428
 CP0428.The horizontal coordinates were established by classical geodetic methods
 CP0428.and adjusted by the National Geodetic Survey in May 1994.
 CP0428
 CP0428.The orthometric height was determined by differential leveling
 CP0428.and adjusted in June 1991.
 CP0428
 CP0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0428
 CP0428.The geoid height was determined by GEOID03.
 CP0428
 CP0428.The dynamic height is computed by dividing the NAVD 88
 CP0428.geopotential number by the normal gravity value computed on the
 CP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0428.degrees latitude (g = 980.6199 gals.).
 CP0428
 CP0428.The modeled gravity was interpolated from observed gravity values.
 CP0428
 CP0428;                    North         East     Units Scale Factor Converg.
 CP0428;SPC MS W     -   316,577.446   709,538.595   MT  0.99995112   +0 03 15.2
 CP0428;SPC MS W     - 1,038,637.84  2,327,877.87   sFT  0.99995112   +0 03 15.2
 CP0428;UTM  15      - 3,583,214.474   760,482.978   MT  1.00043680   +1 28 55.9
 CP0428
 CP0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0428!SPC MS W     -   0.99998653  x   0.99995112  =   0.99993765
 CP0428!UTM  15      -   0.99998653  x   1.00043680  =   1.00042333
 CP0428
 CP0428|---------------------------------------------------------------------|
 CP0428| PID    Reference Object                     Distance      Geod. Az  |
 CP0428|                                                           dddmmss.s |
 CP0428| CP2591 FORTY NINE                           34.186 METERS 00047     |
 CP0428| CP0432 FORTY NINE 3 RM 5                   106.681 METERS 07753     |
 CP0428| CY3587 FORTY NINE 2 AZ MK                                 0862229.9 |
 CP0428| CP0431 FORTY NINE 3                        107.412 METERS 08904     |
 CP0428| CY3584 FORTY NINE AZ MK                                   1324153.1 |
 CP0428| CP0430 FORTY NINE 2 RM 4                    32.175 METERS 20327     |
 CP0428| CP0429 FORTY NINE RM 1                      56.980 METERS 29711     |
 CP0428|---------------------------------------------------------------------|
 CP0428
 CP0428                          SUPERSEDED SURVEY CONTROL
 CP0428
 CP0428  NAD 83(1986)-  32 21 19.95182(N)    090 13 55.16107(W) AD(       ) 2
 CP0428  NAD 27      -  32 21 19.43000(N)    090 13 54.83890(W) AD(       ) 2
 CP0428  NGVD 29 (??/??/92)  112.260  (m)          368.31   (f) ADJ UNCH    2 0
 CP0428
 CP0428.Superseded values are not recommended for survey control.
 CP0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0428.See file dsdata.txt to determine how the superseded data were derived.
 CP0428
 CP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6048383214(NAD 83)
 CP0428_MARKER: DS = TRIANGULATION STATION DISK
 CP0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0428_STAMPING: FORTY NINE 2 1957
 CP0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0428+STABILITY: SURFACE MOTION
 CP0428
 CP0428  HISTORY     - Date     Condition        Report By
 CP0428  HISTORY     - 1957     MONUMENTED       CGS
 CP0428  HISTORY     - 1960     GOOD             CGS
 CP0428  HISTORY     - 1961     GOOD             MSHD
 CP0428  HISTORY     - 1964     GOOD             CGS
 CP0428  HISTORY     - 1972     GOOD             NGS
 CP0428  HISTORY     - 1972     GOOD             NGS
 CP0428  HISTORY     - 1977     GOOD             MSHD
 CP0428  HISTORY     - 1977     GOOD             MSHD
 CP0428  HISTORY     - 1988     POOR             USPSQD
 CP0428
 CP0428                          STATION DESCRIPTION
 CP0428
 CP0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0428'THE STATION IS LOCATED ABOUT 5 MI. NW OF DOWNTOWN JACKSON,
 CP0428'IN THE SW ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 49 AND
 CP0428'AN E-W BLACK-TOPPED ROAD, IN THE FRONT YARD AND ON PROPERTY
 CP0428'OWNED BY MR. JOHN REES, 150 FT. N-NE OF THE NE CORNER OF
 CP0428'THE REES HOUSE, 92 FT. N-NE OF THE NE CORNER OF THE YARD
 CP0428'FENCE AROUND THE REES HOUSE, 35 FT. SE OF A POWER POLE IN THE
 CP0428'FRONT YARD, 151 FT. E OF A 24-IN. OAK TREE, 170 FT. S-SE OF THE
 CP0428'CENTER OF THE E-W BLACK-TOPPED ROAD, 94 FT. W-SW OF THE CENTER
 CP0428'OF THE W LANE OF U.S. HIGHWAY 49, AND 108.5 FT. E-NE OF
 CP0428'THE CENTER OF THE DRIVEWAY TO THE HOUSE.  IT IS A STANDARD
 CP0428'DISK, STAMPED FORTY NINE 2 1957 AND FLUSH WITH THE GROUND
 CP0428'
 CP0428'REFERENCE MARK 1 IS 187.31 FT. E OF THE STATION, 213 FT.
 CP0428'NW OF THE NW CORNER OF THE REES HOUSE, 82 FT. S-SE OF THE
 CP0428'CENTER OF THE E-W BLACK-TOPPED ROAD, 1 FT. E OF A FENCE
 CP0428'LINE, 53 FT. NW OF A 24-IN. OAK TREE, AND 76 FT. W OF THE
 CP0428'CENTER OF THE DRIVEWAY TO THE HOUSE.  IT IS A STANDARD DISK,
 CP0428'STAMPED FORTY NINE NO 1 1945 AND FLUSH WITH THE GROUND.
 CP0428'
 CP0428'REFERENCE MARK 4 IS 105.48 FT. S OF THE STATION, 49 FT. NE
 CP0428'OF THE NE CORNER OF THE REES HOUSE, 1 FT. E OF THE YARD
 CP0428'FENCE, 14 FT. S OF THE NE CORNER OF THE YARD FENCE, AND
 CP0428'44 FT. N-NW OF A POWER POLE.  IT IS A STANDARD DISK, STAMPED
 CP0428'FORTY NINE 2 NO 4 1957 AND PROJECTING 2 IN.
 CP0428'
 CP0428'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 4 IS 221.0 FT.
 CP0428'
 CP0428'THE AZIMUTH MARK IS 0.55 MI. S-SE OF THE STATION, 121 FT.
 CP0428'E OF THE CENTER OF THE W LANE OF THE HIGHWAY, 12 FT. S OF
 CP0428'THE CENTER OF A DRIVEWAY LEADING E, 3 FT. E OF A ROW OF
 CP0428'POLES, AND 43.5 FT. N OF A POWER POLE.  IT IS A STANDARD
 CP0428'DISK, STAMPED FORTY NINE 1945 AND PROJECTING 3 IN.
 CP0428'
 CP0428'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING IN JACKSON,
 CP0428'GO N ON U.S. HIGHWAY 49 AND 51 FOR 1.85 MI. TO THE INTERSECTION
 CP0428'OF U.S. HIGHWAY 49 AND 51, TURN LEFT ON U.S. HIGHWAY 49
 CP0428'AND GO W AND N FOR 3.6 MI. TO THE AZIMUTH MARK ON THE RIGHT,
 CP0428'CONTINUE NW FOR 0.55 MI. TO THE TOP OF THE HILL AND A CROSSROAD
 CP0428'AND THE STATION IN THE SW ANGLE.
 CP0428
 CP0428                          STATION RECOVERY (1960)
 CP0428
 CP0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 CP0428'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 CP0428'EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED BY EARTH
 CP0428'MOVING EQUIPMENT.  A RESET AZIMUTH MARK WAS ESTABLISHED.
 CP0428'NEW DESCRIPTION FOLLOWS.
 CP0428'
 CP0428'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DOWNTOWN
 CP0428'JACKSON, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S.
 CP0428'HIGHWAY 49 AND NORTH SIDE DRIVE HIGHWAY.  IT IS ON THE
 CP0428'RIGHT-OF-WAY OF U.S. HIGHWAY 49, AND ON ROAD BANK ABOUT
 CP0428'5 FEET ABOVE THE HIGHWAY LEVEL.  IT IS ON THE NORTHEAST
 CP0428'PROPERTY LINE OF TOMMY SHEPPARDS PROPERTY, 149.8 FEET NORTH
 CP0428'NORTHEAST OF THE NORTHEAST CORNER OF THE SHEPPARD HOME,
 CP0428'94 FEET WEST SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 CP0428'SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 49 AND 1 FOOT
 CP0428'SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE
 CP0428'GROUND, AND THE DISK IS STAMPED FORTY NINE 2 1957.
 CP0428'
 CP0428'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  THIS
 CP0428'MARK WAS DESCRIBED IN 1957 AS BEING EAST OF THE STATION.
 CP0428'IT IS 80 FEET SOUTH OF THE APPROXIMATE CENTER OF NORTH SIDE
 CP0428'DRIVE HIGHWAY, 18.2 FEET NORTH OF THE APPROXIMATE CENTER
 CP0428'OF A FARM DRIVEWAY, ABOUT 50 FEET NORTH OF A FARM WATER
 CP0428'POND AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK
 CP0428'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FORTY
 CP0428'NINE NO 1 1945.
 CP0428'
 CP0428'REFERENCE MARK NO. 4 IS SOUTH SOUTHWEST OF THE STATION,
 CP0428'49.4 FEET EAST OF THE NORTHEAST CORNER OF THE SHEPPARD HOME,
 CP0428'12.9 FEET SOUTH OF THE NORTHEAST CORNER OF A PASTURE FENCE,
 CP0428'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES,
 CP0428'AND THE DISK IS STAMPED FORTY NINE 2 NO. 4 1957.
 CP0428'
 CP0428'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, 51.3
 CP0428'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CENTRAL HEATING
 CP0428'COMPANY BUILDING, 41.8 FEET SOUTH OF THE APPROXIMATE CENTER
 CP0428'OF NORTH SIDE DRIVE HIGHWAY, 15.5 FEET WEST OF THE APPROXIMATE
 CP0428'CENTER OF DRIVEWAY TO CENTRAL HEATING COMPANY, 2 FEET SOUTHWEST
 CP0428'OF A POWER POLE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 CP0428'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 CP0428'STAMPED FORTY NINE 2 1957 RESET 1960.  THE DISK IS A STANDARD
 CP0428'USC AND GS AZIMUTH MARK DISK.
 CP0428'
 CP0428'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON NORTH
 CP0428'SIDE DRIVE HIGHWAY FOR 0.45 MILE TO THE MARK ON THE RIGHT
 CP0428'AS DESCRIBED.
 CP0428'
 CP0428'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN JACKSON,
 CP0428'GO NORTH ON U.S. HIGHWAYS 49 AND 51 FOR 2.0 MILES TO THE
 CP0428'INTERSECTION OF U.S. HIGHWAY 49 AND 51, TURN LEFT ON U.S.
 CP0428'HIGHWAY 49 AND GO 4.2 MILES TO A STOP LIGHT AND THE JUNCTION
 CP0428'OF NORTH SIDE DRIVE HIGHWAY, AND THE STATION ON THE LEFT
 CP0428'AS DESCRIBED.
 CP0428'
 CP0428'OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 CP0428
 CP0428                          STATION RECOVERY (1961)
 CP0428
 CP0428'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0428'THE STATION WAS VISITED 10-11-61.  THE STATION, AZIMUTH
 CP0428'MARK, R.M. NO. 1 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.
 CP0428'THE 1960 RECOVERY NOTE BY E.L.H. IS ADEQUATE.
 CP0428'
 CP0428'METAL WITNESS POSTS WERE FOUND AT THE STATION, AZIMUTH MARK
 CP0428'AND R.M. NO. 1.
 CP0428
 CP0428                          STATION RECOVERY (1964)
 CP0428
 CP0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP0428'THE STATION WAS VISITED 10/1/64 AND ALL MARKS WERE FOUND
 CP0428'IN GOOD CONDITION.
 CP0428'
 CP0428'THE 1960 RECOVERY BY E.L.H. IS CORRECT AND ADEQUATE.
 CP0428'
 CP0428'THE STATION AND R.M.S HAVE SECOND ORDER ELEVATIONS.
 CP0428
 CP0428                          STATION RECOVERY (1972)
 CP0428
 CP0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLV)
 CP0428'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 CP0428'R.M. 4 WAS SEARCHED FOR AND APPEARS TO HAVE BEEN DESTROYED.
 CP0428
 CP0428                          STATION RECOVERY (1972)
 CP0428
 CP0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CP0428'THE STATION WAS VISITED 6-8-72 AND THE STATION MARK, REFERENCE
 CP0428'MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP0428'THE AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION.  REFERENCE
 CP0428'MARK NO. 4 WAS DESTROYED AND THE DISK RECLAIMED PRIOR TO
 CP0428'THIS DATE.  THE STATION MARK WAS MOVED EAST ACROSS THE HIGHWAY
 CP0428'107.437 METERS TO THE SOUTHEAST QUADRANT OF THE INTERSECTION
 CP0428'OF U.S. HIGHWAY 49 AND NORTHSIDE DRIVE, DUE TO THE POSSIBILITY
 CP0428'OF THE DEVELOPEMENT IN THE AREA OF ITS PRESENT LOCATION
 CP0428'IN THE NEAR FUTURE.  THE STATION MARK AND REFERENCE MARK
 CP0428'NO. 1 WAS LEFT INTACT UNTIL THE DEVELOPEMENT OCCURS.  SEE
 CP0428'DESCRIPTION FOR FORTY NINE 3 1972.
 CP0428'
 CP0428'OBSERVATION TAKEN AT REFERENCE MARK NO. 1
 CP0428
 CP0428                          STATION RECOVERY (1977)
 CP0428
 CP0428'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP0428'THE STATION WAS VISITED 12-7-77 AND THE STATION MARK, REFERENCE MARK
 CP0428'NO 1 AND THE 1960 AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CP0428'AZIMUTH MARK IS STILL NOT VISIBLE FROM THE STATION.  REFERENCE MARK
 CP0428'NO 4 WAS REPORTED DESTROYED IN 1972.  THE STATION WAS FOUND TO BE
 CP0428'LEANING PRIOR TO THE 1972 RECOVERY AND WAS PLUMED BACK OVER THE
 CP0428'SUB-SURFACE MARK.
 CP0428'
 CP0428'THE STATION IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0428'JACKSON IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 CP0428'49 AND NORTHSIDE DRIVE ON THE TOP OF A SLOPE NEAR THE SOUTHWEST
 CP0428'RIGHT OF WAY OF U.S. HIGHWAY 49, IN THE NORTHEAST 1/4 OF SECTION
 CP0428'19, T 6N, R 1E.  IT IS 171 FEET SOUTH OF THE CENTER OF THE
 CP0428'INTERSECTION OF NORTHSIDE DRIVE AND U.S. HIGHWAY 49, 80.5 FEET
 CP0428'SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 49, 73
 CP0428'FEET NORTHWEST OF THE FIRST MISSISSIPPI BANK SIGN, 50 FEET
 CP0428'NORTH-NORTHEAST OF THE WEST POST OF A LARGE SIGN, 2 FEET SOUTHEAST
 CP0428'OF A METAL WITNESS POST, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 CP0428'POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2
 CP0428'INCHES.  IT IS A TRIANGULATION DISK, STAMPED FORTY NINE 2 1957.
 CP0428'
 CP0428'REFERENCE MARK NO 1 IS 187.31 FEET WEST-NORTHWEST OF THE STATION.  IT
 CP0428'IS 181 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF NORTHSIDE
 CP0428'DRIVE AND U.S. HIGHWAY 49, 163 FEET EAST OF A RIGHT OF WAY MARKER,
 CP0428'138 FEET EAST OF A TELEPHONE CABLE POLE WITH A GUY WIRE, 130 FEET
 CP0428'SOUTH OF A POWER POLE, 81 FEET SOUTH OF THE CENTER OF NORTHSIDE
 CP0428'DRIVE, 1 FOOT EAST OF A METAL WITNESS POST ABOUT 18 INCHES BELOW
 CP0428'THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.  IT IS A
 CP0428'REFERENCE MARK DISK, STAMPED FORTY NINE 1945 NO 1.
 CP0428'
 CP0428'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION.  IT IS 51.5 FEET
 CP0428'NORTHWEST OF THE NORTHWEST CORNER OF THE CENTRAL HEATING COMPANY
 CP0428'BUILDING, 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE J. S.
 CP0428'HARRIS INC. BUILDING (3022 NORTHSIDE DRIVE), 44.5 FEET SOUTH OF
 CP0428'THE CENTER OF NORTHSIDE DRIVE, 16 FEET WEST OF THE CENTER OF A
 CP0428'DRIVEWAY, 2 FEET SOUTHWEST OF A POWER POLE, 1.5 FEET WEST OF A
 CP0428'FENCE ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET AND IS ABOUT 8
 CP0428'INCHES BELOW THE GROUND.  IT IS AN AZIMUTH MARK DISK, STAMPED
 CP0428'FORTY NINE 2 1957 RESET 1960.
 CP0428'
 CP0428'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JACKSON GO NORTH
 CP0428'ON NORTHWEST STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW
 CP0428'WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9
 CP0428'MILE TO A FIVE POINT INTERSECTION.  CONTINUE NORTHWEST ON DELTA
 CP0428'DRIVE (U.S. HIGHWAY 49) FOR 3 MILES TO THE INTERSECTION OF NORTHSIDE
 CP0428'DRIVE AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK TURN
 CP0428'RIGHT AND GO EAST ON NORTHSIDE DRIVE FOR 0.45 MILE TO THE MARK ON THE
 CP0428'RIGHT.
 CP0428'
 CP0428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES NORTHWEST
 CP0428'OF JACKSON.
 CP0428
 CP0428                          STATION RECOVERY (1977)
 CP0428
 CP0428'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0428'4.6 MI NW FROM JACKSON.
 CP0428'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0428'JACKSON IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 49
 CP0428'AND NORTHSIDE DRIVE ON THE TOP OF A SLOPE NEAR THE SOUTHWEST RIGHT OF
 CP0428'WAY OF U.S. HIGHWAY 49 IN THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E.
 CP0428'IT IS 171 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF NORTHSIDE
 CP0428'DRIVE AND U.S. HIGHWAY 49, 80.5 FEET SOUTHWEST OF THE CENTER OF THE
 CP0428'SOUTH BOUND LANE OF HIGHWAY 49, 73 FEET NORTHWEST OF THE FIRST
 CP0428'MISSISSIPPI BANK SIGN, 50 FEET NORTH-NORTHEAST OF THE WEST POST OF A
 CP0428'LARGE SIGN, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 1.5 FEET
 CP0428'SOUTHWEST OF ANOTHER METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0428'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS
 CP0428'2 INCHES.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO
 CP0428'NORTH ON NORTHWEST STREET FOR 1.95 MILES TO THE INTERSECTION OF
 CP0428'WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD.
 CP0428'FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE NORTHWEST ON DELTA
 CP0428'DRIVE (U.S. HIGHWAY 49) FOR 3 MILES TO THE INTERSECTION OF NORTHSIDE
 CP0428'DRIVE AND THE MARK ON THE LEFT.
 CP0428
 CP0428                          STATION RECOVERY (1988)
 CP0428
 CP0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (BN)
 CP0428'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0431 ***********************************************************************
 CP0431  DESIGNATION -  FORTY NINE 3
 CP0431  PID         -  CP0431
 CP0431  STATE/COUNTY-  MS/HINDS
 CP0431  USGS QUAD   -  JACKSON (1998)
 CP0431
 CP0431                         *CURRENT SURVEY CONTROL
 CP0431  ___________________________________________________________________
 CP0431* NAD 83(1993)-  32 21 19.99426(N)    090 13 51.05807(W)     NO CHECK  
 CP0431* NAVD 88     -       109.86   (meters)     360.4    (feet)  RESET     
 CP0431  ___________________________________________________________________
 CP0431  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CP0431  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0431  HORZ ORDER  -  SECOND
 CP0431  VERT ORDER  -  THIRD
 CP0431
 CP0431.The horizontal coordinates were established by classical geodetic methods
 CP0431.and adjusted by the National Geodetic Survey in May 1994.
 CP0431.No horizontal observational check was made to the station.
 CP0431
 CP0431.The orthometric height was computed from unverified reset data.
 CP0431
 CP0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0431
 CP0431.The geoid height was determined by GEOID03.
 CP0431
 CP0431;                    North         East     Units Scale Factor Converg.
 CP0431;SPC MS W     -   316,579.298   709,645.986   MT  0.99995115   +0 03 17.4
 CP0431;SPC MS W     - 1,038,643.91  2,328,230.21   sFT  0.99995115   +0 03 17.4
 CP0431;UTM  15      - 3,583,219.004   760,590.342   MT  1.00043749   +1 28 58.1
 CP0431
 CP0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0431!SPC MS W     -   0.99998690  x   0.99995115  =   0.99993805
 CP0431!UTM  15      -   0.99998690  x   1.00043749  =   1.00042438
 CP0431
 CP0431|---------------------------------------------------------------------|
 CP0431| PID    Reference Object                     Distance      Geod. Az  |
 CP0431|                                                           dddmmss.s |
 CP0431| CP0428 FORTY NINE 2                        107.412 METERS 26904     |
 CP0431| CP0433 FORTY NINE 3 RM 6                    25.929 METERS 27006     |
 CP0431| CP0429 FORTY NINE RM 1                     159.936 METERS 27844     |
 CP0431| CP0432 FORTY NINE 3 RM 5                    20.047 METERS 35123     |
 CP0431|---------------------------------------------------------------------|
 CP0431
 CP0431                          SUPERSEDED SURVEY CONTROL
 CP0431
 CP0431  NAD 83(1986)-  32 21 20.00862(N)    090 13 51.05350(W) AD(       ) 2
 CP0431  NAD 27      -  32 21 19.48684(N)    090 13 50.73150(W) AD(       ) 2
 CP0431  NGVD 29 (07/19/86)  109.94   (m)          360.7    (f) LEVELING    3  
 CP0431
 CP0431.Superseded values are not recommended for survey control.
 CP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0431.See file dsdata.txt to determine how the superseded data were derived.
 CP0431
 CP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6059083219(NAD 83)
 CP0431_MARKER: DS = TRIANGULATION STATION DISK
 CP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0431_STAMPING: FORTY NINE 3 1972
 CP0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0431+STABILITY: SURFACE MOTION
 CP0431
 CP0431  HISTORY     - Date     Condition        Report By
 CP0431  HISTORY     - 1972     MONUMENTED       NGS
 CP0431  HISTORY     - 1974     GOOD             NGS
 CP0431  HISTORY     - 1977     GOOD             MSHD
 CP0431  HISTORY     - 1977     GOOD             MSHD
 CP0431  HISTORY     - 1978     GOOD             NGS
 CP0431  HISTORY     - 1982     GOOD             NGS
 CP0431  HISTORY     - 1988     GOOD             USPSQD
 CP0431
 CP0431                          STATION DESCRIPTION
 CP0431
 CP0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CP0431'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DOWNTOWN
 CP0431'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S.
 CP0431'HIGHWAY 49 AND NORTHSIDE DRIVE, ON THE RIGHT-OF-WAY OF U.S.
 CP0431'HIGHWAY 49 AND IN THE FLARE OF THE INTERSECTION.  IT IS
 CP0431'154.5 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CP0431'ESSO SERVICE STATION, 125.5 FEET EAST-NORTHEAST OF THE CENTER
 CP0431'OF THE EAST LANE OF U.S. HIGHWAY 49, 165.5 FEET SOUTH-SOUTHWEST
 CP0431'OF THE CENTER OF NORTH-SIDE DRIVE, 80.5 FEET EAST OF A POWER
 CP0431'POLE, 61.5 FEET SOUTH OF A BRACE POLE FOR A POWER POLE, 41
 CP0431'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 CP0431'ESSO SERVICE STATION, 45 FEET NORTH OF A GAS METER, 73.5
 CP0431'FEET WEST-NORTHWEST OF A LIGHT STANDARD AND 1 FOOT EAST
 CP0431'OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK
 CP0431'STAMPED FORTY NINE 3 1972, FLUSH WITH THE GROUND.
 CP0431'
 CP0431'REFERENCE MARK NO. 5 IS 65.77 FEET NORTH OF THE STATION.
 CP0431'IT IS 2.5 FEET SOUTH OF AN ANCHOR POLE FOR A BRACE POLE, 72
 CP0431'FEET SOUTH OF A FIRE HYDRANT 60 FEET WEST-SOUTHWEST OF A LIGHT
 CP0431'STANDARD SUPPORTING TWO LIGHTS, 100 FEET SOUTH OF THE CENTER
 CP0431'OF NORTHSIDE DRIVE AND 1 FOOT WEST OF A METAL WITNESS POST.
 CP0431'IT IS A REFERENCE MARK DISK STAMPED FORTY NINE 3 NO 5 1972,
 CP0431'FLUSH WITH THE GROUND.
 CP0431'
 CP0431'REFERENCE MARK NO. 6 IS 85.07 FEET WEST OF THE STATION, 7.5 FEET
 CP0431'NORTH OF A POWER POLE, 60 FEET NORTHEAST OF THE CENTER OF U.S.
 CP0431'HIGHWAY 49, 163.5 FEET SOUTHWEST OF THE CENTER OF NORTHSIDE
 CP0431'DRIVE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 CP0431'REFERENCE MARK DISK, STAMPED FORTY NINE 3 NO 6 1972, FLUSH
 CP0431'WITH THE GROUND.
 CP0431'
 CP0431'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  THE MISSISSIPPI
 CP0431'POWER AND LIGHT CO. WATER TANK WILL SERVE AS AN AZIMUTH.
 CP0431'
 CP0431'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN DOWNTOWN
 CP0431'JACKSON GO NORTH ON U.S. HIGHWAY 51 AND 49 FOR 2.0 MILE, TURN
 CP0431'LEFT AND GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.2 MILES TO THE
 CP0431'INTERSECTION WITH NORTH SIDE DRIVE AND THE STATION ON THE RIGHT.
 CP0431
 CP0431                          STATION RECOVERY (1974)
 CP0431
 CP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CP0431'ALL MARKS RECOVERED IN GOOD CONDITION AND THE 1972 TO REACH IS
 CP0431'ADEQUATE.  POLARIS OBSERVATIONS WERE TAKEN AT THIS TIME TO ESTABLISH
 CP0431'THE AZIMUTH TO JACKSON MISS. POWER AND LIGHT CO. MICROWAVE MAST.
 CP0431'POINT OBSERVED ON WAS THE RED LIGHT ON THE TOP.  NO AZIMUTH MARK
 CP0431'FOR THIS STATION.
 CP0431'
 CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST.
 CP0431
 CP0431                          STATION RECOVERY (1977)
 CP0431
 CP0431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP0431'THE STATION WAS VISITED 12-7-77 AND THE STATION MARK, RM NO 5 AND RM
 CP0431'NO 6 WERE FOUND IN GOOD CONDITION.
 CP0431'
 CP0431'THE STATION IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0431'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 CP0431'49 AND NORTHSIDE DRIVE ON THE LAWN OF AN EXXON SERVICE STATION IN
 CP0431'THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E.  IT IS 162 FEET SOUTH
 CP0431'OF THE CENTER OF NORTHSIDE DRIVE, 154.5 FEET WEST-NORTHWEST OF
 CP0431'THE SOUTHWEST CORNER OF THE EXXON SERVICE STATION, 41 FEET NORTH
 CP0431'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE SERVICE STATION,
 CP0431'125.5 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CP0431'HIGHWAY 49, 128 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT, 80.5 FEET
 CP0431'EAST OF A POWER POLE WITH GUY WIRES, 73.5 FEET WEST OF A LIGHT
 CP0431'STANDARD, 61.5 FEET SOUTH OF A POLE SUPPORTING AN OVERHEAD GUY
 CP0431'WIRE, 44.5 FEET NORTH OF A GAS METER, 1 FOOT EAST OF A METAL
 CP0431'WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH
 CP0431'THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED FORTY NINE 3
 CP0431'1972.
 CP0431'
 CP0431'REFERENCE MARK NO 5 IS 65.77 FEET NORTH OF THE STATION.  IT IS 96.5
 CP0431'FEET SOUTH OF THE CENTER OF NORTHSIDE DRIVE, 62 FEET SOUTH OF A FIRE
 CP0431'HYDRANT, 60 FEET WEST-SOUTHWEST OF A LIGHT STANDARD SUPPORTING TWO
 CP0431'LIGHTS, 13 FEET EAST-NORTHEAST OF A POLE SUPPORTING AN OVERHEAD
 CP0431'GUY WIRE, 2.5 FEET SOUTH OF AN ANCHOR POLE FOR A GUY WIRE, 1 FOOT
 CP0431'WEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND IS
 CP0431'FLUSH WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED FORTY
 CP0431'NINE 3 NO 5 1972.
 CP0431'
 CP0431'REFERENCE MARK NO 6 IS 85.07 FEET WEST OF THE STATION.  IT IS 161
 CP0431'FEET SOUTHWEST OF THE CENTER OF NORTHSIDE DRIVE, 60 FEET NORTHEAST OF
 CP0431'THE CENTER OF THE NORTHBOUND LANE OF HIGHWAY 49, 1 FOOT SOUTH OF A
 CP0431'METAL WITNESS POST AND IS 1/2 FOOT BELOW THE HIGHWAY AND IS FLUSH
 CP0431'WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED FORTY NINE 3
 CP0431'NO 6 1972.
 CP0431'
 CP0431'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON
 CP0431'NORTHWEST STREET FOR 1.9 MILES TO THE INTERSECTION OF WOODROW WILSON
 CP0431'BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9 MILE
 CP0431'TO A FIVE POINT INTERSECTION.  CONTINUE NORTHWEST ON DELTA DRIVE
 CP0431'(U.S.  HIGHWAY 49) FOR 2.9 MILES TO THE INTERSECTION OF NORTHSIDE
 CP0431'DRIVE AND THE MARK ON THE RIGHT.
 CP0431'
 CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES NORTHWEST
 CP0431'OF JACKSON.
 CP0431
 CP0431                          STATION RECOVERY (1977)
 CP0431
 CP0431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0431'4.6 MI NW FROM JACKSON.
 CP0431'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0431'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE
 CP0431'AND U.S. HIGHWAY 49 ON THE LAWN OF AN EXXON SERVICE STATION IN THE
 CP0431'NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E.  IT IS 162 FEET SOUTH OF THE
 CP0431'CENTER OF NORTHSIDE DRIVE, 154.5 FEET WEST-NORTHWEST OF THE SOUTHWEST
 CP0431'CORNER OF THE EXXON STATION, 128 FEET SOUTH-SOUTHEAST OF A FIRE
 CP0431'HYDRANT, 125.5 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 CP0431'U.S. HIGHWAY 49, 80.5 FEET EAST OF A POWER POLE WITH GUY WIRES, 73.5
 CP0431'FEET WEST OF A LIGHT STANDARD, 61.5 FEET SOUTH OF A POLE SUPPORTING AN
 CP0431'OVERHEAD GUY WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST
 CP0431'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0431'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON NORTHWEST
 CP0431'STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW WILSON BLVD. TURN
 CP0431'LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT
 CP0431'INTERSECTION.  CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR
 CP0431'3 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE AND THE MARK ON THE
 CP0431'RIGHT.
 CP0431
 CP0431                          STATION RECOVERY (1978)
 CP0431
 CP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 CP0431'THE STATION MARK, REFERENCE MARKS 1, 5, AND 6 WERE RECOVERED AS
 CP0431'DESCRIBED IN GOOD CONDITION.  THE STATION MARK FOR FORTY NINE 2,
 CP0431'1957 WAS ALSO RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CP0431'
 CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. NORTHWEST
 CP0431'OF DOWNTOWN JACKSON.
 CP0431
 CP0431                          STATION RECOVERY (1982)
 CP0431
 CP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 CP0431'THE STATION, RM 5 AND 6 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CP0431'
 CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2000 FEET
 CP0431'NE OF THE ILS-MM (16) AT HAWKINS FIELD.  THE INTERSECTION OF US 49
 CP0431'AND NORTHSIDE DRIVE.
 CP0431
 CP0431                          STATION RECOVERY (1988)
 CP0431
 CP0431'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 CP0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0432 ***********************************************************************
 CP0432  DESIGNATION -  FORTY NINE 3 RM 5
 CP0432  PID         -  CP0432
 CP0432  STATE/COUNTY-  MS/HINDS
 CP0432  USGS QUAD   -  JACKSON (1998)
 CP0432
 CP0432                         *CURRENT SURVEY CONTROL
 CP0432  ___________________________________________________________________
 CP0432* NAD 83(1986)-  32 21 21.     (N)    090 13 53.     (W)     SCALED    
 CP0432* NAVD 88     -       110.25   (meters)     361.7    (feet)  RESET     
 CP0432  ___________________________________________________________________
 CP0432  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0432  VERT ORDER  -  THIRD
 CP0432
 CP0432.The horizontal coordinates were scaled from a topographic map and have
 CP0432.an estimated accuracy of +/- 6 seconds.
 CP0432
 CP0432.The orthometric height was computed from unverified reset data.
 CP0432
 CP0432.The geoid height was determined by GEOID03.
 CP0432
 CP0432;                    North         East    Units  Estimated Accuracy
 CP0432;SPC MS W     -   316,610.      709,600.      MT  (+/- 180 meters Scaled)
 CP0432
 CP0432                          SUPERSEDED SURVEY CONTROL
 CP0432
 CP0432.No superseded survey control is available for this station.
 CP0432
 CP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR605832(NAD 83)
 CP0432_MARKER: DR = REFERENCE MARK DISK
 CP0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0432_STAMPING: FORTY NINE 3 NO 5 1972
 CP0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0432+STABILITY: SURFACE MOTION
 CP0432
 CP0432  HISTORY     - Date     Condition        Report By
 CP0432  HISTORY     - 1972     MONUMENTED       NGS
 CP0432  HISTORY     - 1977     GOOD             MSHD
 CP0432
 CP0432                          STATION DESCRIPTION
 CP0432
 CP0432'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0432'4.6 MI NW FROM JACKSON.
 CP0432'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0432'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE
 CP0432'AND U.S. HIGHWAY 49 ON THE LAWN OF AN EXXON SERVICE STATION IN THE
 CP0432'NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E.  IT IS 65.77 FEET NORTH OF
 CP0432'THE STATION, 96.5 FEET SOUTH OF THE CENTER OF NORTHSIDE DRIVE, 62 FEET
 CP0432'SOUTH OF A FIRE HYDRANT, 60 FEET WEST-SOUTHWEST OF A STANDARD
 CP0432'SUPPORTING TWO LIGHTS, 13 FEET EAST-NORTHEAST OF A POLE SUPPORTING AN
 CP0432'OVERHEAD GUY WIRE, 2.5 FEET SOUTH OF AN ANCHOR POLE FOR A GUY WIRE, 1
 CP0432'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CP0432'POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE--
 CP0432'TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON NORTHWEST
 CP0432'STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW WILSON BLVD. TURN
 CP0432'LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT
 CP0432'INTERSECTION.  CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR
 CP0432'3 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE AND THE MARK ON THE
 CP0432'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0433 ***********************************************************************
 CP0433  DESIGNATION -  FORTY NINE 3 RM 6
 CP0433  PID         -  CP0433
 CP0433  STATE/COUNTY-  MS/HINDS
 CP0433  USGS QUAD   -  JACKSON (1998)
 CP0433
 CP0433                         *CURRENT SURVEY CONTROL
 CP0433  ___________________________________________________________________
 CP0433* NAD 83(1986)-  32 21 21.     (N)    090 13 53.     (W)     SCALED    
 CP0433* NAVD 88     -       109.94   (meters)     360.7    (feet)  RESET     
 CP0433  ___________________________________________________________________
 CP0433  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0433  VERT ORDER  -  THIRD
 CP0433
 CP0433.The horizontal coordinates were scaled from a topographic map and have
 CP0433.an estimated accuracy of +/- 6 seconds.
 CP0433
 CP0433.The orthometric height was computed from unverified reset data.
 CP0433
 CP0433.The geoid height was determined by GEOID03.
 CP0433
 CP0433;                    North         East    Units  Estimated Accuracy
 CP0433;SPC MS W     -   316,610.      709,600.      MT  (+/- 180 meters Scaled)
 CP0433
 CP0433                          SUPERSEDED SURVEY CONTROL
 CP0433
 CP0433.No superseded survey control is available for this station.
 CP0433
 CP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR605832(NAD 83)
 CP0433_MARKER: DR = REFERENCE MARK DISK
 CP0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0433_STAMPING: FORTY NINE 3 NO 6 1972
 CP0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0433+STABILITY: SURFACE MOTION
 CP0433
 CP0433  HISTORY     - Date     Condition        Report By
 CP0433  HISTORY     - 1972     MONUMENTED       NGS
 CP0433  HISTORY     - 1977     GOOD             MSHD
 CP0433
 CP0433                          STATION DESCRIPTION
 CP0433
 CP0433'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0433'4.6 MI NW FROM JACKSON.
 CP0433'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0433'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE
 CP0433'AND U.S. HIGHWAY 49 NEAR THE NORTHEAST RIGHT OF WAY OF U.S. HIGHWAY 49
 CP0433'IN THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E.  IT IS 85.07 FEET WEST
 CP0433'OF THE STATION.  161 FEET SOUTHWEST OF THE CENTER OF NORTHSIDE DRIVE,
 CP0433'60 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49,
 CP0433'1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 CP0433'CONCRETE POST ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS
 CP0433'FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 CP0433'JACKSON GO NORTH ON NORTHWEST STREET FOR 1.95 MILES TO THE
 CP0433'INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW
 CP0433'WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE
 CP0433'NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3 MILES TO THE
 CP0433'INTERSECTION OF NORTHSIDE DRIVE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0429 ***********************************************************************
 CP0429  DESIGNATION -  FORTY NINE RM 1
 CP0429  PID         -  CP0429
 CP0429  STATE/COUNTY-  MS/HINDS
 CP0429  USGS QUAD   -  JACKSON (1998)
 CP0429
 CP0429                         *CURRENT SURVEY CONTROL
 CP0429  ___________________________________________________________________
 CP0429* NAD 83(2007)-  32 21 20.79703(N)    090 13 57.09953(W)     ADJUSTED  
 CP0429* NAVD 88     -       111.206  (meters)     364.85   (feet)  ADJUSTED  
 CP0429  ___________________________________________________________________
 CP0429  EPOCH DATE  -        2002.00
 CP0429  X           -     -21,887.232 (meters)                     COMP
 CP0429  Y           -  -5,393,075.337 (meters)                     COMP
 CP0429  Z           -   3,393,868.990 (meters)                     COMP
 CP0429  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CP0429  ELLIP HEIGHT-          84.867 (meters)          (02/07/08) ADJUSTED
 CP0429  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP0429  DYNAMIC HT  -         111.080 (meters)     364.44  (feet)  COMP
 CP0429
 CP0429  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0429  Type    PID    Designation                      North   East  Ellip
 CP0429  -------------------------------------------------------------------
 CP0429  NETWORK CP0429 FORTY NINE RM 1                   1.16   1.04   2.21
 CP0429  -------------------------------------------------------------------
 CP0429  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CP0429
 CP0429  VERT ORDER  -  SECOND    CLASS 0
 CP0429  ELLP ORDER  -  FOURTH    CLASS II
 CP0429
 CP0429.The horizontal coordinates were established by GPS observations
 CP0429.and adjusted by the National Geodetic Survey in February 2007.
 CP0429
 CP0429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0429.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0429.The horizontal coordinates are valid at the epoch date displayed above.
 CP0429.The epoch date for horizontal control is a decimal equivalence
 CP0429.of Year/Month/Day.
 CP0429
 CP0429.The orthometric height was determined by differential leveling
 CP0429.and adjusted in June 1991.
 CP0429
 CP0429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0429
 CP0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0429
 CP0429.The ellipsoidal height was determined by GPS observations
 CP0429.and is referenced to NAD 83.
 CP0429
 CP0429.The geoid height was determined by GEOID03.
 CP0429
 CP0429.The dynamic height is computed by dividing the NAVD 88
 CP0429.geopotential number by the normal gravity value computed on the
 CP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0429.degrees latitude (g = 980.6199 gals.).
 CP0429
 CP0429.The modeled gravity was interpolated from observed gravity values.
 CP0429
 CP0429;                    North         East     Units Scale Factor Converg.
 CP0429;SPC MS W     -   316,603.875   709,488.009   MT  0.99995111   +0 03 14.2
 CP0429;SPC MS W     - 1,038,724.55  2,327,711.91   sFT  0.99995111   +0 03 14.2
 CP0429;UTM  15      - 3,583,239.647   760,431.724   MT  1.00043647   +1 28 54.9
 CP0429
 CP0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0429!SPC MS W     -   0.99998668  x   0.99995111  =   0.99993779
 CP0429!UTM  15      -   0.99998668  x   1.00043647  =   1.00042314
 CP0429
 CP0429|---------------------------------------------------------------------|
 CP0429| PID    Reference Object                     Distance      Geod. Az  |
 CP0429|                                                           dddmmss.s |
 CP0429| CP0432 FORTY NINE 3 RM 5                                  09139     |
 CP0429| CP0431 FORTY NINE 3                        159.936 METERS 09844     |
 CP0429| CP0428 FORTY NINE 2                         56.980 METERS 11711     |
 CP0429|---------------------------------------------------------------------|
 CP0429
 CP0429                          SUPERSEDED SURVEY CONTROL
 CP0429
 CP0429  ELLIP H (02/10/07)   84.781  (m)                       GP(       )    
 CP0429  ELLIP H (04/15/02)   84.770  (m)                       GP(       ) 4 2
 CP0429  NAD 83(1993)-  32 21 20.79680(N)    090 13 57.09958(W) AD(       ) 1
 CP0429  ELLIP H (03/15/01)   84.782  (m)                       GP(       ) 5 2
 CP0429  NAVD 88 (03/15/01)  111.21   (m)          364.9    (f) LEVELING    3  
 CP0429  NGVD 29 (??/??/92)  111.292  (m)          365.13   (f) ADJ UNCH    2 0
 CP0429
 CP0429.Superseded values are not recommended for survey control.
 CP0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0429.See file dsdata.txt to determine how the superseded data were derived.
 CP0429
 CP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6043283240(NAD 83)
 CP0429_MARKER: DR = REFERENCE MARK DISK
 CP0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0429_STAMPING: FORTY NINE NO 1 1945
 CP0429_MARK LOGO: CGS   
 CP0429_PROJECTION: FLUSH
 CP0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0429+STABILITY: SURFACE MOTION
 CP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0429+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 CP0429
 CP0429  HISTORY     - Date     Condition        Report By
 CP0429  HISTORY     - 1945     MONUMENTED       CGS
 CP0429  HISTORY     - 1977     GOOD             MSHD
 CP0429  HISTORY     - 20000502 GOOD             NGS
 CP0429  HISTORY     - 20071011 GOOD             NGS
 CP0429
 CP0429                          STATION DESCRIPTION
 CP0429
 CP0429'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0429'4.6 MI NW FROM JACKSON.
 CP0429'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0429'JACKSON IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE
 CP0429'AND U.S. HIGHWAY 49 IN THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E. IT
 CP0429'IS 187.3 FEET WEST-NORTHWEST OF TRIANGULATION STATION FORTY NINE 2,
 CP0429'181 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF NORTHSIDE
 CP0429'DRIVE AND U.S. HIGHWAY 49, 163 FEET EAST OF A RIGHT OF WAY MARKER, 138
 CP0429'FEET EAST OF A TELEPHONE CABLE POLE WITH A GUY WIRE, 130 FEET SOUTH OF
 CP0429'A POWER POLE, 81 FEET SOUTH OF THE CENTER OF NORTHSIDE DRIVE, 1 FOOT
 CP0429'EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST
 CP0429'ABOUT 18 INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 CP0429'GROUND.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH
 CP0429'ON NORTHWEST STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW
 CP0429'WILSON BLVD.  TURN LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9
 CP0429'MILE TO A FIVE POINT INTERSECTION. CONTINUE NORTHWEST ON DELTA DRIVE
 CP0429'(U.S. HIGHWAY 49) FOR 3 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE
 CP0429'AND THE MARK ON THE LEFT.
 CP0429
 CP0429                          STATION RECOVERY (2000)
 CP0429
 CP0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0429'RECOVERED AS DESCRIBED.  CONSTRUCTION OF A CHURCH ON THE SITE MAY
 CP0429'AVOID THE MARK.
 CP0429
 CP0429                          STATION RECOVERY (2007)
 CP0429
 CP0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (KDS)
 CP0429'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1654 ***********************************************************************
 BV1654  DESIGNATION -  FOSHEE
 BV1654  PID         -  BV1654
 BV1654  STATE/COUNTY-  MS/LAMAR
 BV1654  USGS QUAD   -  PURVIS (1982)
 BV1654
 BV1654                         *CURRENT SURVEY CONTROL
 BV1654  ___________________________________________________________________
 BV1654* NAD 83(1993)-  31 09 28.35581(N)    089 25 25.33948(W)     ADJUSTED  
 BV1654* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 BV1654  ___________________________________________________________________
 BV1654  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BV1654  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BV1654  HORZ ORDER  -  SECOND
 BV1654
 BV1654.The horizontal coordinates were established by classical geodetic methods
 BV1654.and adjusted by the National Geodetic Survey in May 1994.
 BV1654
 BV1654.The orthometric height was scaled from a topographic map.
 BV1654
 BV1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1654
 BV1654.The geoid height was determined by GEOID03.
 BV1654
 BV1654;                    North         East     Units Scale Factor Converg.
 BV1654;SPC MS E     -   183,929.812   243,712.403   MT  0.99998907   -0 18 19.7
 BV1654;SPC MS E     -   603,443.06    799,579.78   sFT  0.99998907   -0 18 19.7
 BV1654;UTM  16      - 3,449,628.053   268,968.219   MT  1.00025842   -1 15 16.5
 BV1654
 BV1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1654!SPC MS E     -   0.99998482  x   0.99998907  =   0.99997389
 BV1654!UTM  16      -   0.99998482  x   1.00025842  =   1.00024324
 BV1654
 BV1654:                Primary Azimuth Mark                     Grid Az
 BV1654:SPC MS E     -  FOSHEE AZ MK                             080 26 51.5
 BV1654:UTM  16      -  FOSHEE AZ MK                             081 23 48.3
 BV1654
 BV1654|---------------------------------------------------------------------|
 BV1654| PID    Reference Object                     Distance      Geod. Az  |
 BV1654|                                                           dddmmss.s |
 BV1654| CF9769 FOSHEE AZ MK                                       0800831.8 |
 BV1654| CF9770 FOSHEE RM 1                          25.358 METERS 08045     |
 BV1654| BV1655 PURVIS MUNICIPAL TANK               APPROX. 1.7 KM 1555156.1 |
 BV1654| CF9771 FOSHEE RM 2                          25.405 METERS 21829     |
 BV1654|---------------------------------------------------------------------|
 BV1654
 BV1654                          SUPERSEDED SURVEY CONTROL
 BV1654
 BV1654  NAD 83(1986)-  31 09 28.37107(N)    089 25 25.33819(W) AD(       ) 2
 BV1654  NAD 27      -  31 09 27.72500(N)    089 25 25.10400(W) AD(       ) 2
 BV1654
 BV1654.Superseded values are not recommended for survey control.
 BV1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1654.See file dsdata.txt to determine how the superseded data were derived.
 BV1654
 BV1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV6896849628(NAD 83)
 BV1654_MARKER: DS = TRIANGULATION STATION DISK
 BV1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1654+STABILITY: SURFACE MOTION
 BV1654
 BV1654  HISTORY     - Date     Condition        Report By
 BV1654  HISTORY     - 1943     MONUMENTED       CGS
 BV1654  HISTORY     - 1956     GOOD             CGS
 BV1654  HISTORY     - 1964     GOOD             MSHD
 BV1654  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BV1654  HISTORY     - 1971     GOOD             MSSU
 BV1654  HISTORY     - 20030628 MARK NOT FOUND   INDIV
 BV1654
 BV1654                          STATION DESCRIPTION
 BV1654
 BV1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1654'STATION IS LOCATED ON THE SUMMIT OF A TIMBERED KNOLL ABOUT 1.25 MILES
 BV1654'NW OF PURVIS ON LAND OWNED BY J.B. FOSHES. THE MARK IS SET ON THE
 BV1654'HIGHEST PART OF THE KNOLL WHICH IS THE SOUTHEASTERLY OF TWO
 BV1654'PROMINENT TIMBERED KNOLLS. THE DISK IS STAMPED FOSHEE 1943.
 BV1654'
 BV1654'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1654'SET IN CONCRETE.
 BV1654'
 BV1654'REFERENCE MARK NO. 1 IS 83.17 FEET ENE OF AND ABOUT 3.0 FEET LOWER
 BV1654'THAN THE STATION. (HORIZONTAL DISTANCE.) THE DISK IS STAMPED FOSHEE
 BV1654'NO. 1 1943.
 BV1654'
 BV1654'REFERENCE MARK NO. 2 IS 83.37 FEET SW OF THE STATION AND ON THE SAME
 BV1654'LEVEL. THE DISK IS STAMPED FOSHEE NO. 2 1943.
 BV1654'
 BV1654'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE ENE OF THE STATION, 96.5
 BV1654'FEET N OF A GRAPE ARBOR IN THE NW CORNER OF A FARMHOUSE LAWN AND
 BV1654'21.8 FEET E OF THE CENTER LINE OF THE GRAVELED ROAD. THE DISK IS
 BV1654'STAMPED FOSHEE 1943.
 BV1654'
 BV1654'TO REACH THE STATION FROM THE COURTHOUSE IN PURVIS GO N ON A BLACK
 BV1654'TOP ROAD WHICH ENDS AT THE EDGE OF TOWN THEN CONTINUE ON A GRAVELED
 BV1654'ROAD FOR 0.6 MILE, TURN LEFT AND GO 0.75 MILE TO THREE FORKS*, TAKE
 BV1654'THE EXTREME LEFT FORK FOR 0.15 MILE TO A BOARD GATE ON THE LEFT,
 BV1654'PASS THRU THE GATE AND FOLLOW A DIM WOODS ROAD FOR 0.1 MILE, TURN
 BV1654'SHARP LEFT AND GO 0.1 MILE TO A DIM FORK, TAKE THE RIGHT FORK AND
 BV1654'GO 0.1 MILE TO THE TOP OF THE KNOLL AND STATION ON THE HIGHEST
 BV1654'GROUND.
 BV1654'
 BV1654'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHERLY TOWARDS
 BV1654'PURVIS FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BV1654'
 BV1654'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1654
 BV1654                          STATION RECOVERY (1956)
 BV1654
 BV1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1654'THE STATION WAS VISITED ON SEPTEMBER 18, 1956, AND ALL MARKS WERE
 BV1654'FOUND IN GOOD CONDITION. THE 1943 DESCRIPTION BY K.B.J. CANNOT BE
 BV1654'IMPROVED, OTHER THAN ADDED INFORMATION ON THE AZIMUTH MARK, AND A
 BV1654'NEW DESCRIPTION TO REACH THE STATION, WHICH FOLLOW--
 BV1654'
 BV1654'THE AZIMUTH MARK IS 0.3 MI. E-NE OF THE STATION, 12 FT. N-NW OF THE
 BV1654'PROJECTED PLANE OF THE S SIDE OF THE H.B. FOSHER HOUSE, 24 FT. E-NE
 BV1654'OF THE CENTER OF A BLACK-TOPPED ROAD, 79 FT. N-NW OF A TELEPHONE
 BV1654'POLE, 106 FT. N-NW OF AN OAK TREE IN THE EXTREME NW CORNER OF THE
 BV1654'YARD OF THE HOUSE ON THE E SIDE OF THE ROAD, AND AT THE W EDGE OF
 BV1654'A CULTIVATED FIELD. IT IS A STANDARD DISK, STAMPED FOSHER 1943 AND
 BV1654'ABOUT 8 IN. BELOW THE SURFACE OF A DIRT RIDGE ALONG THE W SIDE
 BV1654'OF THE FIELD.
 BV1654'
 BV1654'TO REACH THE STATION FROM THE E SIDE OF THE COURTHOUSE IN PURVIS, GO
 BV1654'N ON A BLACK-TOPPED ROAD FOR 0.6 MI. TO A FORK, TAKE THE LEFT FORK
 BV1654'AND GO 0.85 MI. TO A TRIPLE FORK, TAKE THE EXTREME LEFT FORK AND GO
 BV1654'0.05 MI. TO A SIDE ROAD LEFT AND A BOARD GATE IN A FENCE OFFSET,
 BV1654'PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD FOR 0.15 MI. TO A
 BV1654'SMALL BORROW PIT AND A LARGE SAWDUST PILE ON THE LEFT. THE
 BV1654'STATION IS 85 YD. S-SE OF THE SAWDUST PILE ON THE HIGHEST PART OF
 BV1654'THE SAND RIDGE.
 BV1654'
 BV1654'NOTE--STATION-MARK DISK IS STAMPED INCORRECTLY.
 BV1654
 BV1654                          STATION RECOVERY (1964)
 BV1654
 BV1654'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1654'THE STATION WAS VISITED 9-17-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1654'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1654'
 BV1654'THE AZIMUTH MARK IS 106 FEET EAST OF THE H.B. FOSHEE HOME, 87 FEET
 BV1654'SOUTH OF A FENCE CORNER, 77.5 FEET NORTHWEST OF A POWERPOLE, 22 FEET
 BV1654'EAST OF STATE HIGHWAY 589, IS STAMPED FOSHEE 1943 AND FLUSH WITH
 BV1654'THE GROUND.
 BV1654
 BV1654                          STATION RECOVERY (1969)
 BV1654
 BV1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1654'THE STATION WAS VISITED 3-26-69 AND THE STATION UNDERGROUND DISK,
 BV1654'AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 BV1654'GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND DISTURBED.  THE
 BV1654'MONUMENT WAS TAKEN OUT OF THE GROUND AND PLUMBED IN OVER THE
 BV1654'UNDERGROUND MARK.  A NEW DISK WAS SET IN THE SURFACE MARK.  THE
 BV1654'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION DUE TO DENSE
 BV1654'GROWTH OF PINE TREES ABOUT 25 FEET HIGH.  A NEW DESCRIPTION
 BV1654'FOLLOWS--
 BV1654'
 BV1654'THE STATION IS LOCATED ABOUT 1.25 MILE NORTHWEST OF PURVIS ON
 BV1654'THE SUMMIT OF A TIMBERED KNOLL OWNED BY J.B. FOSHEE.  THE KNOLL
 BV1654'IS VERY SANDY.  THE STATION IS ON THE NORTHEAST SIDE OF THE KNOLL
 BV1654'WHERE IT STARTS TO SLOPE TO THE NORTHEAST, ABOUT 75 YARDS EAST
 BV1654'OF A OLD BORROW PIT AND ABOUT 100 YARDS EAST OF A TRACK ROAD.  IT
 BV1654'IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 BV1654'TRIANGULATION STATION DISK, STAMPED FOSHEE 1943 1969, PROJECTING 1
 BV1654'INCH.
 BV1654'
 BV1654'REFERENCE MARK NO. 1 IS 83.20 FEET ENE OF THE STATION ON THE EAST
 BV1654'SLOPE OF THE HILL.  IT IS 1 FOOT NORTHEAST OF A METAL WITNESS
 BV1654'POST.  IT IS A REFERENCE MARK DISK, STAMPED FOSHEE NO 1 1943,
 BV1654'PROJECTING 2 INCHES.
 BV1654'
 BV1654'REFERENCE MARK NO. 2 IS 83.35 FEET SOUTHWEST OF THE STATION ABOUT
 BV1654'LEVEL WITH THE STATION, ON THE TOP OF THE RIDGE.  IT IS 1 FOOT
 BV1654'NORTHEAST OF THE METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BV1654'STAMPED FOSHEE NO 2 1943, PROJECTING 2 INCHES.
 BV1654'
 BV1654'THE AZIMUTH MARK IS 0.35 MILE EAST-NORTHEAST OF THE STATION,
 BV1654'24 FEET EAST OF THE CENTER OF STATE HIGHWAY 589, 105 FEET E. OF
 BV1654'THE SOUTHEAST CORNER OF MR. FOSHEE HOUSE, 88 FEET SOUTH OF A
 BV1654'FENCE CORNER 131 FEET NORTHWEST OF A POWER POLE, 106 FEET NORTH OF
 BV1654'A 3-FOOT OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 BV1654'IS AN AZIMUTH MARK DISK, STAMPED FOSHEE 1943, FLUSH WITH THE
 BV1654'GROUND.
 BV1654'
 BV1654'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE IN
 BV1654'PURVIS, GO NORTH ON STATE HIGHWAY 589 FOR 0.6 MILE TO A FORK,
 BV1654'TAKE LEFT FORK AND GO 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 BV1654'CONTINUE NORTHWEST FOR 0.1 MILE TO A TRIPLE FORK, TAKE EXTREME
 BV1654'LEFT FORK AND GO 0.05 MILE TO A TRACK ROAD LEFT, TURN LEFT FOR
 BV1654'ABOUT 100 FEET, TAKE LEFT WOOD ROAD AND FOLLOW SOUTHWEST FOR
 BV1654'ABOUT 0.15 MILE TO THE TOP OF A VERY SANDY KNOLL AND THE STATION.
 BV1654'
 BV1654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1654'1.25 MILES NW OF PURVIS.
 BV1654
 BV1654                          STATION RECOVERY (1971)
 BV1654
 BV1654'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (NA)
 BV1654'FOSHEE 1943 GOOD.
 BV1654'
 BV1654'FOSHEE NO 1 1943 GOOD.
 BV1654'
 BV1654'FOSHEE NO 2 1943 GOOD.
 BV1654'
 BV1654'FOSHEE 1943 (AZ) GOOD.
 BV1654
 BV1654                          STATION RECOVERY (2003)
 BV1654
 BV1654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SEO)
 BV1654'THE MARK AND RM2 WERE DESTROYED IN THE BUILDING OF A NEW ROAD. TO
 BV1654'REACH THE ACCESSORIES FROM THE INTERSECTION OF HWYS 589 AND 11 IN
 BV1654'PURVIS, GO NORTH ON 589 1.3 MILES TO THE AZ MARK ON THE RIGHT.  GO
 BV1654'NORTH ON 589 0.1 MI TO A TRIPLE Y. TAKE LEFT FORK, PURVIS OHLOH RD.
 BV1654'GO 0.1 MI TO TIMBERLANE DR. ON LEFT. GO 0.15 MI TO RM1 ON L, ABOUT 60
 BV1654'FT. FROM CL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2338 ***********************************************************************
 BW2338  DESIGNATION -  FOSTER
 BW2338  PID         -  BW2338
 BW2338  STATE/COUNTY-  MS/COPIAH
 BW2338  USGS QUAD   -  DENTVILLE (1963)
 BW2338
 BW2338                         *CURRENT SURVEY CONTROL
 BW2338  ___________________________________________________________________
 BW2338* NAD 83(1993)-  31 55 23.00472(N)    090 35 38.35979(W)     ADJUSTED  
 BW2338* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 BW2338  ___________________________________________________________________
 BW2338  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BW2338  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2338  HORZ ORDER  -  SECOND
 BW2338
 BW2338.The horizontal coordinates were established by classical geodetic methods
 BW2338.and adjusted by the National Geodetic Survey in May 1994.
 BW2338
 BW2338.The orthometric height was scaled from a topographic map.
 BW2338
 BW2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2338
 BW2338.The geoid height was determined by GEOID03.
 BW2338
 BW2338;                    North         East     Units Scale Factor Converg.
 BW2338;SPC MS W     -   268,647.448   675,350.492   MT  0.99995749   -0 08 16.2
 BW2338;SPC MS W     -   881,387.50  2,215,712.41   sFT  0.99995749   -0 08 16.2
 BW2338;UTM  15      - 3,534,433.685   727,479.887   MT  1.00023823   +1 16 22.1
 BW2338
 BW2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2338!SPC MS W     -   0.99998777  x   0.99995749  =   0.99994526
 BW2338!UTM  15      -   0.99998777  x   1.00023823  =   1.00022600
 BW2338
 BW2338:                Primary Azimuth Mark                     Grid Az
 BW2338:SPC MS W     -  FOSTER AZ MK                             082 59 23.5
 BW2338:UTM  15      -  FOSTER AZ MK                             081 34 45.2
 BW2338
 BW2338|---------------------------------------------------------------------|
 BW2338| PID    Reference Object                     Distance      Geod. Az  |
 BW2338|                                                           dddmmss.s |
 BW2338| CY3592 FOSTER AZ MK                                       0825107.3 |
 BW2338| CY3593 FOSTER RM 1                          29.902 METERS 17535     |
 BW2338| BW2349 COP                                 APPROX.10.2 KM 2464336.8 |
 BW2338| CY3594 FOSTER RM 2                          29.812 METERS 26442     |
 BW2338| CP2732 FOSTER LOOKOUT TOWER                APPROX. 8.7 KM 3544221.5 |
 BW2338|---------------------------------------------------------------------|
 BW2338
 BW2338                          SUPERSEDED SURVEY CONTROL
 BW2338
 BW2338  NAD 83(1986)-  31 55 23.01913(N)    090 35 38.35589(W) AD(       ) 2
 BW2338  NAD 27      -  31 55 22.44900(N)    090 35 38.00600(W) AD(       ) 2
 BW2338
 BW2338.Superseded values are not recommended for survey control.
 BW2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2338.See file dsdata.txt to determine how the superseded data were derived.
 BW2338
 BW2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR2748034434(NAD 83)
 BW2338_MARKER: DS = TRIANGULATION STATION DISK
 BW2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2338
 BW2338  HISTORY     - Date     Condition        Report By
 BW2338  HISTORY     - 1948     MONUMENTED       CGS
 BW2338  HISTORY     - 1955     GOOD             CGS
 BW2338  HISTORY     - 1965     GOOD             MSHD
 BW2338  HISTORY     - 1971     GOOD             NGS
 BW2338
 BW2338                          STATION DESCRIPTION
 BW2338
 BW2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2338'THE STATION IS LOCATED ABOUT 11.5 MILES WEST-NORTHWEST OF
 BW2338'HAZLEHURST, 3.5 MILES SOUTHWEST OF DENTVILLE, AND ON THE
 BW2338'NORTHERN EDGE OF THE MT. PLEASANT BAPTIST CHURCH YARD.  IT
 BW2338'IS 38 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH,
 BW2338'32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2338'ROAD, AND 20 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 BW2338'2 INCHES, AND THE DISK IS STAMPED FOSTER 1948.
 BW2338'
 BW2338'REFERENCE MARK NO. 1 IS 98.10 FEET SOUTH OF THE STATION
 BW2338'AND 26 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 BW2338'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FOSTER
 BW2338'NO 1 1948.
 BW2338'
 BW2338'REFERENCE MARK NO. 2 IS 97.81 FEET WEST OF THE STATION,
 BW2338'90 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 BW2338'ROAD, AND 75 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH.
 BW2338'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FOSTER
 BW2338'NO 2 1948.
 BW2338'
 BW2338'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF THE
 BW2338'STATION, 30 FEET SOUTH OF A 16-INCH OAK TREE, AND 2 FEET
 BW2338'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES,
 BW2338'AND THE DISK IS STAMPED FOSTER 1948.
 BW2338'
 BW2338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 BW2338'AND STATE HIGHWAY 20 IN HAZLEHURST, GO SOUTHWESTERLY ON
 BW2338'HIGHWAY 20 FOR 3 MILES TO A FORK IN THE ROAD, TAKE THE RIGHT
 BW2338'ROAD, LEAVING HIGHWAY 20, AND GO 4.2 MILES TO THE W.W. BISHOP
 BW2338'GROCERY STORE ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 BW2338'1.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 3 MILES
 BW2338'TO A FORK IN THE ROAD, TAKE THE LEFT ROAD AND GO 2.35 MILES
 BW2338'TO THE CHURCH AND STATION ON THE LEFT.
 BW2338'
 BW2338'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 BW2338'GRAVELED ROAD FOR 0.1 MILE TO A DIM TRACK ROAD TO THE LEFT,
 BW2338'TURN LEFT AND FOLLOW THE DIM TRACK ROAD FOR 0.5 MILE TO
 BW2338'THE AZIMUTH MARK.
 BW2338'
 BW2338'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2338
 BW2338                          STATION RECOVERY (1955)
 BW2338
 BW2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2338'THE STATION WAS VISITED 10-11-55 AND ALL MARKS WERE FOUND
 BW2338'IN GOOD CONDITION.  A CORRECTED AND MORE DETAILED DESCRIPTION
 BW2338'FOLLOWS--
 BW2338'
 BW2338'THE STATION IS LOCATED 11.5 MILES WEST-NORTHWEST OF HAZELHURST
 BW2338'AND 3.5 MILES SOUTHWEST OF DENTVILLE, IN THE FRON YARD OF
 BW2338'THE MT. PLEASANT BAPTIST CHURCH.  IT IS 38 FEET NORTH-NORTHEAST
 BW2338'OF THE NORTHWEST CORNER OF THE CHURCH, 39 FEET NORTH-NORTHWEST
 BW2338'OF THE NORTH EAST CORNER OF THE CHURCH, 40 FEET WEST OF A
 BW2338'LONE OAK TREE IN THE NORTHEAST SECTION OF THE CHURCH YARD,
 BW2338'39 FEET EAST-SOUTHEAST OF TH EAST ONE OF TWO OAK TREES,
 BW2338'NEAR THE ROAD, IN THE NORTHWEST SECTION OF THE CHURCH YARD,
 BW2338'42 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 21
 BW2338'FEET SOUTH OF THE EDGE OF A CUT BANK.  IT IS A STANDARD
 BW2338'DISK, STAMPED FOSTER 1948, PROJECTING 2 INCHES AND ABOUT
 BW2338'8 FEET ABOVE THE LEVEL OF THE ROAD.
 BW2338'
 BW2338'REFERENCE MARK NO. 1 IS 98.10 FEET SOUTH-SOUTHEAST OF THE
 BW2338'STATION 41 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH
 BW2338'AND 77 FEET SOUTH OF A LONE OAK TREE IN THE NORTHEAST SECTION
 BW2338'OF THE CHURCH YARD.  IT IS A STANDARD DISK, STAMPED FOSTER
 BW2338'NO 1 1948, PROJECTING 4 INCHES.
 BW2338'
 BW2338'REFERENCE MARK NO. 2 IS 97.81 FEET WEST OF THE STATION,
 BW2338'5.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HEADSTONE
 BW2338'OF SALLY NWELL, 14 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BW2338'OF THE WILLIAM H. LEE HEADSTONE, 72 FEET WEST OF THE NORTHEAST
 BW2338'CORNER OF THE CHURCH AND 75 FEET SOUTH OF THE CENTER OF
 BW2338'THE GRAVELED ROAD.  IT IS A STANDARD DISK, STAMPED FOSTER
 BW2338'NO 2 1948, PROJECTING 6 INCHES.
 BW2338'
 BW2338'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 18 FEET
 BW2338'NORTH OF THE EDGE OF A OLD CUT BANK, 30 FEET SOUTH OF A
 BW2338'24-INCH OAK TREE AND 40 FEET WEST OF THE HIGHEST POINT OF
 BW2338'A SMALL KNOLL.  IT IS A STANDARD DISK, STAMPED FOSTER 1948,
 BW2338'PROJECTING 10 INCHES.
 BW2338'
 BW2338'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVELED
 BW2338'ROAD FOR 0.1 MILE TO THE FIRST CURVE IN THE ROAD AND A DIM
 BW2338'TRACK ROAD LEADING NORTHEAST, TURN LEFT ON DIM TRACK ROAD
 BW2338'AND FOLLOW FOR ABOUT 50 PACES TO THE MARK ON THE LEFT.
 BW2338'
 BW2338'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST GO
 BW2338'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2338'STATE HIGHWAY 20, TURN LEFT ON STATE HIGHWAY 20 AND GO 3
 BW2338'MILES TO A CROSSROAD, TURN RIGHT AND GO 4.25 MILE TO A SIDE
 BW2338'ROAD LEFT AND A STORE IN THE SOUTHEAST ANGLE, KEEP STRAIGHT
 BW2338'AHEAD AND GO 1.75 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 BW2338'AND GO 2.9 MILES TO A FORK, TAKE LEFT FORK AND GO 2.35 MILE
 BW2338'TO THE MT. PLEASANT BAPTIST CHURCH AND STATION ON THE LEFT.
 BW2338
 BW2338                          STATION RECOVERY (1965)
 BW2338
 BW2338'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2338'THE STATION WAS VISITED 12-10-65 AND ALL MARKS WERE FOUND
 BW2338'IN GOOD CONDITION.
 BW2338'
 BW2338'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2338'FRONT ENTRANCE OF THE U.S. POST OFFICE IN HAZLEHURST.  GO
 BW2338'NORTH ON HIGHWAY 51 FOR 0.35 MILE TO HIGHWAY 28.  TURN LEFT
 BW2338'ON HIGHWAY 28 AND GO 0.95 MILE TO INTERSTATE 55 OVERPASS.
 BW2338'CONTINUE STRAIGHT FOR 2.15 MILES TO AN INTERSECTION.  TURN
 BW2338'RIGHT AND GO 6.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BW2338'ON A BLACKTOP ROAD AND GO 3.05 MILES TO A SIDE ROAD LEFT.
 BW2338'TURN LEFT ON A GRAVEL ROAD AND GO 2.2 MILES TO A TRACK ROAD
 BW2338'AND THE AZIMUTH LOCATED APPROXIMATELY 50 YARDS UP THIS TRACK
 BW2338'ROAD ON THE RIGHT AS DESCRIBED.  TO REACH THE STATION FROM
 BW2338'THE AZIMUTH, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO THE
 BW2338'MT. PLEASANT BAPTIST CHURCH AND THE STATION ON THE LEFT.
 BW2338'
 BW2338'STATION DISK IS STAMPED FOSTER 1948 AND PROJECTS 2 INCHES.
 BW2338'IT IS 42 FEET SOUTH OF CENTER OF GRAVEL ROAD, 40 FEET WEST
 BW2338'OF A LONE OAK, 39 FEET NORTH OF NORTHEAST CORNER OF CHURCH
 BW2338'AND 21 FEET SOUTH OF EDGE OF CUT BANK.
 BW2338'
 BW2338'R.M. 1 IS 77 FEET SOUTH OF LONE OAK TREE IN NORTHEAST SECTION
 BW2338'OF CHURCH YARD, 59.5 SOUTHEAST OF NORTHEAST CORNER OF CHURCH
 BW2338'AND 41 FEET EAST OF SOUTHEAST CORNER OF CHURCH, IS STAMPED
 BW2338'FOSTER NO 1 1948 AND PROJECTS 4 INCHES.
 BW2338'
 BW2338'R.M. 2 IS 75 FEET SOUTH OF CENTER OF GRAVEL ROAD, 72 FEET
 BW2338'WEST OF NORTHWEST CORNER OF THE CHURCH AND 5.5 FEET SOUTH
 BW2338'OF SOUTHWEST CORNER OF SALLY NEWELL HEAD STONE, IS STAMPED
 BW2338'FOSTER NO 2 1948 AND FLUSH WITH THE GROUND.
 BW2338'
 BW2338'AZIMUTH MARK IS 40 FEET WEST OF HIGHEST POINT OF A SMALL
 BW2338'KNOLL, 11 FEET SOUTH OF CENTER OF A TRACK ROAD AND 1.5 FEET
 BW2338'NORTHEAST OF A METAL WITNESS POST, IS STAMPED FOSTER 1948
 BW2338'AND PROJECTS 10 INCHES.
 BW2338
 BW2338                          STATION RECOVERY (1971)
 BW2338
 BW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JBM)
 BW2338'THE STATION WAS VISITED APRIL 11, 1971, AND THE STATION
 BW2338'MARK, REFERENCE MARKS NO. 1, NO. 2, AND THE AZIMUTH MARK
 BW2338'WERE FOUND IN GOOD CONDITION.
 BW2338'
 BW2338'THE STATION IS LOCATED 11.5 MILES WEST NORTHWEST OF HAZLEHURST
 BW2338'AND 3.5 MILES SOUTHWEST OF DENTVILLE, IN THE SOUTHEAST 1/4
 BW2338'OF SECTION 15, T 1N, R 4W, AND ON PROPERTY OF MOUNT PLEASANT
 BW2338'BAPTIST CHURCH.  IT IS 38 FEET NORTHEAST OF THE NORTHWEST
 BW2338'CORNER OF THE CHURCH, 39 FEET NORTH OF THE NORTHEAST CORNER
 BW2338'OF THE CHURCH, 40 FEET NORTHWEST OF A LONE OAK TREE IN THE
 BW2338'NORTHEAST SECTION OF THE CHURCHYARD, 39 FEET EAST SOUTHEAST
 BW2338'OF THE EAST ONE OF TWO OAK TREES, NEAR THE ROAD, IN THE
 BW2338'NORTHWEST SECTION OF THE CHURCHYARD, 42 FEET SOUTH SOUTHWEST
 BW2338'OF THE CENTER OF THE GRAVEL ROAD AND 21 FEET SOUTH OF THE
 BW2338'EDGE OF A CUT BANK.
 BW2338'
 BW2338'IT IS A STANDARD TRIANGULATION DISK STAMPED FOSTER 1948
 BW2338'AND SET IN A 12 INCH ROUND CONCRETE POST FLUSH WITH THE
 BW2338'SURFACE OF THE GROUND.
 BW2338'
 BW2338'REFERENCE MARK NO. 1 IS 98.10 FEET SOUTH OF THE STATION,
 BW2338'41 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 77
 BW2338'FEET SOUTH OF A LONE OAK TREE IN THE NORTHEAST SECTION OF
 BW2338'THE CHURCHYARD.
 BW2338'
 BW2338'IT IS A STANDARD REFERENCE MARK DISK STAMPED FOSTER NO. 1
 BW2338'1948 AND SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING
 BW2338'1 INCH ABOVE GROUND LEVEL.
 BW2338'
 BW2338'REFERENCE MARK NO. 2 IS 97.81 FEET WEST OF THE STATION,
 BW2338'5.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HEADSTONE
 BW2338'OF SALLY NWELL, 14 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BW2338'OF THE WILLIAM H. LEE HEADSTONE, 72 FEET WEST OF THE NORTHWEST
 BW2338'CORNER OF THE CHURCH AND 75 FEET SOUTH OF THE CENTER OF
 BW2338'THE GRAVEL ROAD.
 BW2338'
 BW2338'IT IS A STANDARD REFERENCE MARK DISK STAMPED FOSTER NO. 2
 BW2338'1948 AND SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING
 BW2338'6 INCHES ABOVE GROUND LEVEL.
 BW2338'
 BW2338'THE AZIMUTH MARK IS 0.20 MILE EAST OF THE STATION, 18 FEET
 BW2338'NORTH OF THE EDGE OF AN OLD CUT BANK, 70 FEET NORTHWEST
 BW2338'OF A LONE 24 INCH CEDAR TREE, 121 FEET NORTH OF THE CENTERLINE
 BW2338'OF THE GRAVEL ROAD, 40 FEET WEST OF THE HIGHEST POINT OF
 BW2338'A SMALL KNOLL, 2 FEET NORTH OF A WITNESS POST.  IT IS A
 BW2338'STANDARD AZIMUTH MARK DISK STAMPED FOSTER 1948 AND SET IN
 BW2338'A 12 INCH SQUARE CONCRETE POST PROJECTING 12 INCHES ABOVE
 BW2338'GROUND LEVEL.
 BW2338'
 BW2338'TO REACH THE STATION FROM THE COURTHOUSE IN HAZLEHURST,
 BW2338'GO NORTH ON U.S. HIGHWAY 51 FOR 1.1 MILES TO JUNCTION WITH
 BW2338'NEW HIGHWAY 28, TURN LEFT ON NEW HIGHWAY 28 AND GO WEST,
 BW2338'CROSSING UNDER INTERSTATE HIGHWAY 55, APPROXIMATELY 3.1
 BW2338'MILES TO A CROSSROAD, TURN RIGHT AND GO 4.25 MILES TO SIDE
 BW2338'ROAD LEFT AND STORE IN SOUTHEAST ANGLE, CONTINUE STRAIGHT
 BW2338'AHEAD FOR 1.75 MILES TO PAVED SIDE ROAD, RIGHT AND WHITE
 BW2338'HOUSE ON LEFT, TURN RIGHT AND GO 2.9 MILES TO GRAVEL ROAD
 BW2338'ON LEFT, TURN LEFT ON GRAVEL ROAD AND GO 2.3 MILES TO AZIMUTH
 BW2338'MARK ON RIGHT, CONTINUE 0.2 MILES TO MT. PLEASANT BAPTIST
 BW2338'CHURCH AND STATION ON LEFT.
 BW2338'
 BW2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 BW2338'WEST NORTHWEST OF HAZLEHURST
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2474 ***********************************************************************
 BW2474  DESIGNATION -  FOSTER
 BW2474  PID         -  BW2474
 BW2474  STATE/COUNTY-  MS/WILKINSON
 BW2474  USGS QUAD   -  DOLOROSO (1988)
 BW2474
 BW2474                         *CURRENT SURVEY CONTROL
 BW2474  ___________________________________________________________________
 BW2474* NAD 83(1993)-  31 17 48.46436(N)    091 16 00.63774(W)     ADJUSTED  
 BW2474* NAVD 88     -       117.67   (+/-2cm)     386.1    (feet)  VERTCON   
 BW2474  ___________________________________________________________________
 BW2474  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BW2474  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW2474  HORZ ORDER  -  FIRST
 BW2474  VERT ORDER  -  THIRD ? (See Below)
 BW2474
 BW2474.The horizontal coordinates were established by classical geodetic methods
 BW2474.and adjusted by the National Geodetic Survey in May 1994.
 BW2474
 BW2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2474.The vertical order pertains to the NGVD 29 superseded value.
 BW2474
 BW2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2474
 BW2474.The geoid height was determined by GEOID03.
 BW2474
 BW2474;                    North         East     Units Scale Factor Converg.
 BW2474;SPC MS W     -   199,557.543   611,125.710   MT  1.00004739   -0 29 05.9
 BW2474;SPC MS W     -   654,715.04  2,005,001.60   sFT  1.00004739   -0 29 05.9
 BW2474;UTM  15      - 3,463,791.369   664,954.594   MT  0.99993563   +0 54 01.9
 BW2474
 BW2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2474!SPC MS W     -   0.99998572  x   1.00004739  =   1.00003311
 BW2474!UTM  15      -   0.99998572  x   0.99993563  =   0.99992135
 BW2474
 BW2474|---------------------------------------------------------------------|
 BW2474| PID    Reference Object                     Distance      Geod. Az  |
 BW2474|                                                           dddmmss.s |
 BW2474| CY3589 FOSTER RM 1                          62.545 METERS 11742     |
 BW2474| CY3590 FOSTER RM 2                          34.122 METERS 18514     |
 BW2474| CY3591 FOSTER RM 3                          11.929 METERS 29117     |
 BW2474| CY3588 FOSTER AZ MK                                       3215923.0 |
 BW2474| BW2469 BOGER                               APPROX.19.1 KM 3553514.4 |
 BW2474|---------------------------------------------------------------------|
 BW2474
 BW2474                          SUPERSEDED SURVEY CONTROL
 BW2474
 BW2474  NAD 83(1993)-  31 17 48.47863(N)    091 16 00.63571(W) AD(       ) 1
 BW2474  NAD 83(1986)-  31 17 48.47977(N)    091 16 00.63302(W) AD(       ) 1
 BW2474  NAD 27      -  31 17 47.86600(N)    091 16 00.23800(W) AD(       ) 1
 BW2474  NGVD 29 (07/19/86)  117.66   (m)          386.0    (f) LEVELING    3  
 BW2474
 BW2474.Superseded values are not recommended for survey control.
 BW2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2474.See file dsdata.txt to determine how the superseded data were derived.
 BW2474
 BW2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6495563791(NAD 83)
 BW2474_MARKER: DS = TRIANGULATION STATION DISK
 BW2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2474
 BW2474  HISTORY     - Date     Condition        Report By
 BW2474  HISTORY     - 1929     MONUMENTED       CGS
 BW2474  HISTORY     - 1935     GOOD             CGS
 BW2474  HISTORY     - 1949     GOOD             CGS
 BW2474  HISTORY     - 1956     GOOD             CGS
 BW2474  HISTORY     - 1969     GOOD             CGS
 BW2474
 BW2474                          STATION DESCRIPTION
 BW2474
 BW2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2474'STATION IS ABOUT 24 MILES SSE OF NATCHEZ, ON PINE-COVERED
 BW2474'KNOLL, ON LONG RIDGE S OF HOMOCHITTO CREEK KNOWN LOCALLY
 BW2474'AS THE DEVILS BACKBONE, ON LAND OWNED BY FOSTER CREEK LUMBER
 BW2474'AND MANUFACTURING COMPANY.
 BW2474'
 BW2474'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2474'DISKS IN CONCRETE.
 BW2474'
 BW2474'REFERENCE MARK NO. 1 IS ON E SIDE OF U.S. HIGHWAY 61, AND
 BW2474'62.54 METERS (205.2 FEET) FROM STATION, S 62 DEC 17 MIN E.
 BW2474'
 BW2474'REFERENCE MARK NO. 2 IS ABOUT 40 YARDS N OF WHERE TELEPHONE
 BW2474'LINE CROSSES ROAD, AND 34.14 METERS (112.0 FEET) FROM STATION
 BW2474'S 5 DEG 15 MIN W.
 BW2474'
 BW2474'TO REACH THE STATION FROM MAIN STREET IN NATCHEZ GO 24 MILES
 BW2474'S ON U.S. HIGHWAY 61 TO TOP OF RIDGE.  STATION IS IN SMALL
 BW2474'CLEARING ABOUT 75 YARDS N OF TIP OF WEDGE FORMED AT CREST
 BW2474'OF HILL BY TELEPHONE LINE THROUGH WOODS AND U.S. HIGHWAY 61,
 BW2474'AND ABOUT 60 YARDS W OF U.S. HIGHWAY 61.
 BW2474
 BW2474                          STATION RECOVERY (1935)
 BW2474
 BW2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BW2474'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BW2474'
 BW2474'STATION IS ABOUT 23.4 MILES S AND E OF NATCHEZ.  TO REACH
 BW2474'THE STATION FROM NATCHEZ GO S ON U.S. HIGHWAY 61 FOR 14.4
 BW2474'MILES TO KINGSTON, CONTINUE ON HIGHWAY 61 FOR 9.3 MILES
 BW2474'TO STATION SITE WHICH IS THE HIGHEST OF A SERIES OF 3 HIGH
 BW2474'POINTS ON THE HIGHWAY.  STATION IS APPROXIMATELY 316 FEET
 BW2474'N OF THE PLACE WHERE THE GAS LINE AND TELEPHONE LINE CROSS
 BW2474'THE HIGHWAY, AND 60 FEET E OF THE GAS AND TELEPHONE LINES.
 BW2474'
 BW2474'REFERENCE MARK NO. 1 IS ON E SIDE OF U.S. HIGHWAY 61 APPROXIMATELY
 BW2474'3 FEET FROM EDGE OF CUT.
 BW2474'
 BW2474'REFERENCE MARK NO. 2 IS 50 FEET E OF TELEPHONE AND GAS LINES
 BW2474'AND 216 FEET N OF CENTER OF HIGHWAY WHERE TELEPHONE AND GAS
 BW2474'LINES CROSS HIGHWAY.
 BW2474
 BW2474                          STATION RECOVERY (1949)
 BW2474
 BW2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2474'THE STATION WAS FOUND AS DESCRIBED BY H.W.H. IN 1929.  ALL
 BW2474'MARKS WERE FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 BW2474'ESTABLISHED BY THIS PARTY.  DUE TO ROAD CHANGES IN THE VICINITY
 BW2474'THE 1929 DESCRIPTION TO REACH IS NO LONGER ADEQUATE.  A
 BW2474'NEW DESCRIPTION FOLLOWS.
 BW2474'
 BW2474'THE STATION IS LOCATED ABOUT 24 MILES SOUTH-SOUTHEAST OF
 BW2474'NATCHES, ON A PINE COVERED KNOLL, ON A LONG RIDGE SOUTH
 BW2474'OF THE HOMOCHITTO CREEK KNOWN LOCALLY AS THE DEVILS BACKBONE,
 BW2474'AND ON LAND OWNED BY THE CROSBY LUMBER CO., CROSBY MISSISSIPPI.
 BW2474'
 BW2474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 BW2474'AND 61 AND STATE HIGHWAY 24 IN WOODVILLE, GO NORTHERLY OF
 BW2474'U.S. HIGHWAY 65 AND 61 FOR 2.8 MILES TO A GRAVELED ROAD
 BW2474'ON THE RIGHT, TURN RIGHT, EASTERLY, AND FOLLOW THE MAIN
 BW2474'GRAVELED ROAD FOR 7.5 MILES TO THE POST OFFICE IN WILKINSON,
 BW2474'CONTINUE STRAIGHT AHEAD, NORTHERLY, ON THE MAIN GRAVELED ROAD
 BW2474'FOR 3.25 MILES TO A ROAD FORK, (SIGN ON LEFT, HOMOCHITTO
 BW2474'NATIONAL FOREST) CONTINUE ON THE LEFT ROAD FOR 1.75 MILES TO A
 BW2474'ROAD FORK, KEEP TO THE RIGHT FORK FOLLOWING THE MAIN GRAVELED ROAD
 BW2474'FOR 1.45 TO A WOODS ROAD ON THE LEFT (TRIANGULAR BLAZED
 BW2474'ON 8-INCH PINE TREE ON THE RIGHT) TURN LEFT, WESTERLY, ON
 BW2474'THE WOODS ROAD FOR ABOUT 70 YARDS TO THE STATION AS
 BW2474'DESCRIBED.
 BW2474'
 BW2474'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE WOODS
 BW2474'ROAD AND THE MAIN GRAVELED ROAD, GO NORTHERLY ON THE MAIN
 BW2474'GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN
 BW2474'LEFT, WEST, AND GO ON THE MAIN DIRT ROAD FOR 0.2 MILE TO THE
 BW2474'AZIMUTH MARK AS DESCRIBED.
 BW2474'
 BW2474'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE APPROXIMATE
 BW2474'CENTER LINE OF THE MAIN GRAVELED ROAD AND 10 FEET WEST OF AN
 BW2474'8-INCH TRIANGULAR BLAZED PINE TREE.  THE MARK PROJECTS 3 INCHES,
 BW2474'AND THE DISK IS STAMPED FOSTER NO 1 1929.
 BW2474'
 BW2474'REFERENCE MARK NO. 2 IS 47 FEET EAST OF A TELEPHONE POLE.
 BW2474'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FOSTER
 BW2474'NO 2 1929.
 BW2474'
 BW2474'THE AZIMUTH MARK IS APPROXIMATE 0.15 MILE FROM THE STATION,
 BW2474'12 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE DIRT ROAD
 BW2474'AND 4 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 8
 BW2474'INCHES, AND THE DISK IS STAMPED FOSTER 1949.  DUE TO TALL
 BW2474'TIMBER THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 BW2474'
 BW2474'A 103 FOOT TOWER AT FOSTER WILL SEE 90 FEET AT BOGER, LEVEES,
 BW2474'AND RED BUG.
 BW2474'
 BW2474'A 103 FOOT TOWER AT FOSTER WILL SEE 113 FEET AT BUFFALO.
 BW2474'
 BW2474'A 103 FOOT TOWER AT FOSTER WILL SEE 90 FEET AT WOODVILLE.
 BW2474'
 BW2474'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2474
 BW2474                          STATION RECOVERY (1956)
 BW2474
 BW2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2474'THE STATION WAS VISITED 6-8-56 AND ALL MARKS WERE FOUND IN
 BW2474'GOOD CONDITION.  THERE ARE NONE OF THE MARKS VISIBLE FROM THE
 BW2474'STATION MARK DUE TO THE DENSE GROWTH OF TIMBER AND UNDERBRUSH.
 BW2474'THE WOOD ROAD MENTIONED IN THE 1949 RECOVERY NOTE HAS GROWN
 BW2474'OVER WITH UNDERBRUSH AND IS NO LONGER VISIBLE.  A TELEPHONE
 BW2474'LINE AND PIPE LINE HAS BEEN ESTABLISHED SOUTH OF THE STATION.
 BW2474'NOTHING CAN BE ADDED TO THE 1949 RECOVERY NOTE WITH THE
 BW2474'EXCEPTION OF A CORRECTED TO REACH WHICH FOLLOWS.
 BW2474'
 BW2474'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BW2474'61 AND STATE HIGHWAY 24 IN WOODVILLE, GO NORTH ON U.S. HIGHWAY
 BW2474'61 FOR 2.65 MILE TO THE JUNCTION WITH STATE HIGHWAY 563,
 BW2474'TURN RIGHT ON STATE HIGHWAY 563 AND GO 7.2 MILES TO THE
 BW2474'WILKINSON POST OFFICE ON THE LEFT, WHERE STATE HIGHWAY 563
 BW2474'TURNS RIGHT, KEEP STRAIGHT AHEAD ON MACADAM ROAD FOR 0.85
 BW2474'MILE TO A CROSSROAD, KEEP STRAIGHT AHEAD ON GRAVELED ROAD
 BW2474'FOR 2.3 MILES TO A FORK, TAKE LEFT FORK AND GO 0.4 MILE TO
 BW2474'A SIDE ROAD LEFT, KEEP STRAIGHT AHEAD FOR 1.25 MILE TO A
 BW2474'FORK, TAKE RIGHT FORK AND GO 1.4 MILE TO A POINT WHERE THE
 BW2474'THE TELEPHONE LINE CROSSES THE GRAVELED ROAD, TURN LEFT AND
 BW2474'FOLLOW TELEPHONE LINE TO THE THIRD POLE FROM THE ROAD AND
 BW2474'THE STATION MARK 32 PACES EAST OF THE POLE.
 BW2474'
 BW2474'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE TELEPHONE
 BW2474'LINE NORTHWEST TO ITS INTERSECTION WITH A TRACK ROAD AND THE
 BW2474'AZIMUTH MARK ON THE RIGHT, 42 FEET NORTHEAST OF A GUYED TELEPHONE
 BW2474'POLE.
 BW2474
 BW2474                          STATION RECOVERY (1969)
 BW2474
 BW2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2474'THE STATION WAS VISITED 11/5/69 AND THE STATION MARK, REFERENCE
 BW2474'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2474'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND
 BW2474'AND IS BELIEVED TO HAVE BEEN DESTROYED WHEN THE ROAD WAS
 BW2474'IMPROVED.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND
 BW2474'AT THE STATION DUE TO A THICK GROWTH OF TREES.  A REFERENCE
 BW2474'MARK NO. 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BW2474'
 BW2474'THE STATION IS LOCATED 13.5 MILES NORTH-NORTHEAST OF WOODVILLE,
 BW2474'12.3 MILES WEST-NORTHWEST OF CROSBY, 4.8 MILES NORTH-NORTHWEST
 BW2474'OF THE COMMUNITY OF WILKINSON ON A KNOLL THAT IS ON A LONG
 BW2474'RIDGE KNOW AS DEVILS BACKBONE THAT IS JUST SOUTH OF HOMOCHITTO
 BW2474'CREEK.  IT IS IN THICK PINE WOODS AND BRUSH, 185 FEET WEST
 BW2474'OF THE CENTER OF GRAVEL ROAD, 97.5 FEET SOUTHEAST OF TELEPHONE
 BW2474'LINE POLE, 80 FEET EAST OF THE CENTER OF GASLINE RIGHT-OF-WAY,
 BW2474'6 FEET SOUTH OF THE CENTER OF DIM WOODS ROAD AND 1 FOOT SOUTH
 BW2474'OF METAL WITNESS POST.  IT IS A C AND GS TRIANGULATION STATION
 BW2474'DISK, STAMPED FOSTER 1929, PROJECTING 8 INCHES.
 BW2474'
 BW2474'REFERENCE MARK NO. 2 IS 111.95 FEET SOUTH OF THE STATION.
 BW2474'IT IS IN THICK WOODS AND BRUSH, 52.5 FEET SOUTHWEST OF A
 BW2474'20 INCH TRIANGLED BLAZED GUM TREE, 46.5 FEET EAST OF A TELEPHONE
 BW2474'LINE POLE, 22 FEET WEST OF A 12 INCH GUM TREE ALSO WITH TRIANGULAR
 BW2474'BLAZE, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 2 FEET
 BW2474'LOWER THAN THE STATION.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2474'STAMPED FOSTER NO 2 1929, PROJECTING 7 INCHES.
 BW2474'
 BW2474'REFERENCE MARK NO. 3 IS 39.14 FEET WEST OF THE STATION.
 BW2474'IT IS 58.5 FEET EAST-SOUTHEAST OF OF A TELEPHONE LINE POLE,
 BW2474'39 FEET EAST OF THE CENTER OF THE GAS LINE RIGHT-OF-WAY
 BW2474'CLEARING, 9 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE DIM
 BW2474'WOODS ROAD, 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BW2474'POST AND ABOUT 1.5 FEET LOWER THAN THE STATION.  IT IS A
 BW2474'C AND GS REFERENCE MARK DISK, STAMPED FOSTER 1929 NO 3 1969,
 BW2474'PROJECTING 5 INCHES.
 BW2474'
 BW2474'THE AZIMUTH MARK IS ABOUT 0.15 MILE NORTHWEST OF THE STATION.
 BW2474'IT IS 43 FEET EAST OF TELEPHONE LINE POLE WITH GUY WIRE, 12
 BW2474'FEET NORTHEAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT NORTHEAST
 BW2474'OF A METAL WITNESS POST.  IT IS A C AND GS AZIMUTH MARK DISK,
 BW2474'STAMPED FOSTER 1949, PROJECTING 8 INCHES ON THE SOUTHWEST
 BW2474'SIDE.
 BW2474'
 BW2474'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BW2474'EAST ON MAIN STREET (STATE HIGHWAY 24) FOR 0.35 MILES TO
 BW2474'THE INTERSECTION OF U.S. HIGHWAY 61.  TURN LEFT AND GO NORTH
 BW2474'ON U.S. HIGHWAY 61 FOR 9.3 MILES TO THE BRIDGE OVER BUFFALO
 BW2474'RIVER, CONTINUE NORTHWEST ON U.S. 61 0.6 MILE TO SIDE ROAD
 BW2474'RIGHT, TURN RIGHT AND GO NORTHEAST ON PAVED ROAD FOR 0.2
 BW2474'MILE TO FORK.  TAKE THE RIGHT FORK AND GO EAST ON PAVED ROAD
 BW2474'FOR 1.5 MILE TO CROSSROAD WITH RED BRICK CHURCH IN THE
 BW2474'SOUTHWEST ANGLE.  TURN LEFT AND GO NORTHWEST ON GRAVEL ROAD FOR
 BW2474'2.3 MILES TO A T-INTERSECTION.  TURN LEFT AND GO
 BW2474'NORTHWEST ON GRAVEL ROAD FOR 1.2 MILES TO A FORK JUST
 BW2474'AFTER PASSING AN OIL WELL ON THE RIGHT.  TAKE THE RIGHT
 BW2474'FORK AND GO NORTH FOR 1.4 MILES TO POINT WHERE A GAS AND
 BW2474'TELEPHONE LINE CROSS THE ROAD AND LARGE PIT ON THE
 BW2474'RIGHT.  TURN LEFT AND GO NORTH ON THE GAS LINE RIGHT-OF-WAY
 BW2474'FOR 100 YARDS TO DIM WOODS ROAD TO THE RIGHT AND THE
 BW2474'STATION ON THE RIGHT.
 BW2474'
 BW2474'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE GAS AND
 BW2474'TELEPHONE LINE CROSSES THE ROAD, CONTINUE NORTHERLY ON THE
 BW2474'GRAVEL ROAD FOR 0.2 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO
 BW2474'WEST FOR 0.25 MILE TO THE GAS LINE RIGHT-OF-WAY AND THE
 BW2474'MARK ON THE RIGHT.
 BW2474'
 BW2474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 BW2474'WEST-NORTHWEST OF CROSBY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2732 ***********************************************************************
 CP2732  DESIGNATION -  FOSTER LOOKOUT TOWER
 CP2732  PID         -  CP2732
 CP2732  STATE/COUNTY-  MS/COPIAH
 CP2732  USGS QUAD   -  UTICA EAST (1963)
 CP2732
 CP2732                         *CURRENT SURVEY CONTROL
 CP2732  ___________________________________________________________________
 CP2732* NAD 83(1993)-  32 00 03.45890(N)    090 36 08.85610(W)     ADJUSTED  
 CP2732* NAVD 88     -              **(meters)            **(feet)            
 CP2732  ___________________________________________________________________
 CP2732  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CP2732  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CP2732  HORZ ORDER  -  THIRD
 CP2732
 CP2732.The horizontal coordinates were established by classical geodetic methods
 CP2732.and adjusted by the National Geodetic Survey in May 1994.
 CP2732
 CP2732
 CP2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2732
 CP2732.The geoid height was determined by GEOID03.
 CP2732
 CP2732;                    North         East     Units Scale Factor Converg.
 CP2732;SPC MS W     -   277,287.484   674,570.868   MT  0.99995797   -0 08 33.4
 CP2732;SPC MS W     -   909,734.02  2,213,154.59   sFT  0.99995797   -0 08 33.4
 CP2732;UTM  15      - 3,543,054.278   726,487.296   MT  1.00023266   +1 16 15.9
 CP2732
 CP2732                          SUPERSEDED SURVEY CONTROL
 CP2732
 CP2732  NAD 83(1986)-  32 00 03.47311(N)    090 36 08.85219(W) AD(       ) 4
 CP2732  NAD 27      -  32 00 02.91200(N)    090 36 08.50500(W) AD(       ) 3
 CP2732
 CP2732.Superseded values are not recommended for survey control.
 CP2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2732.See file dsdata.txt to determine how the superseded data were derived.
 CP2732
 CP2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2648743054(NAD 83)
 CP2732_MARKER: 57 = LOOKOUT TOWER
 CP2732
 CP2732  HISTORY     - Date     Condition        Report By
 CP2732  HISTORY     - 1948     FIRST OBSERVED   CGS
 CP2732  HISTORY     - 1955     GOOD             CGS
 CP2732  HISTORY     - 1965     GOOD             MSHD
 CP2732
 CP2732                          STATION DESCRIPTION
 CP2732
 CP2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2732'STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF UTICA, 3 MILES
 CP2732'NORTH OF WILLING ON A WOODED HILL, 100 YARDS EAST OF GRAVELED
 CP2732'ROAD, AND 150 FEET SOUTH OF A WIRE GATE.  IT IS A 4-LEGGED STEEL
 CP2732'STRUCTURE, ABOUT 100 FEET HIGH, AND HAS A GALVANIZED FINISH.
 CP2732'
 CP2732'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TOWER.
 CP2732'
 CP2732'TO REACH FROM JUNCTION OF STATE HIGHWAYS 3 AND 18 IN UTICA,
 CP2732'GO SOUTH ON HIGHWAY 18 FOR 3.95 MILES TO A FORK, TAKE LEFT ROAD,
 CP2732'LEAVING HIGHWAY 18, AND GO 2.0 MILES TO A SIDE ROAD RIGHT,
 CP2732'TURN RIGHT AND GO 2.35 MILES TO THE STATION ON LEFT.
 CP2732
 CP2732                          STATION RECOVERY (1955)
 CP2732
 CP2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2732'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE 1948
 CP2732'DESCRIPTION BY F.X.P. IS ADEQUATE WITH A NEW TO REACH WHICH
 CP2732'FOLLOWS--
 CP2732'
 CP2732'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CP2732'18 AND 27, ONE HALF BLOCK EAST OF THE POST OFFICE IN UTICA, GO
 CP2732'SOUTH ON STATE HIGHWAYS 18 AND 27 FOR 0.75 MILE TO THE JUNCTIONS
 CP2732'OF STATE HIGHWAYS 18 AND 27, WHERE STATE HIGHWAY 27 TURNS LEFT,
 CP2732'KEEP STRAIGHT AHEAD AND GO 2.9 MILES TO A SIDE ROAD LEFT, (0.35
 CP2732'MILE SOUTH OF THE STEEL BRIDGE OF WHITE OAK CREEK, TURN LEFT AND
 CP2732'GO 2.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 2.25
 CP2732'MILE TO THE LOOKOUT TOWER ON THE LEFT.
 CP2732
 CP2732                          STATION RECOVERY (1965)
 CP2732
 CP2732'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 CP2732'THE STATION SITE WAS VISITED 12-3-65 AND WAS FOUND IN GOOD
 CP2732'CONDITION.
 CP2732'
 CP2732'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE U.S.
 CP2732'POST OFFICE IN UTICA.  GO EAST ON A CONCRETE STREET FOR 0.05
 CP2732'MILE TO ANOTHER CONCRETE STREET ON THE RIGHT.  TURN RIGHT AND
 CP2732'GO 1.05 MILE TO HIGHWAY 18.  TURN RIGHT AND GO 3.8 MILES TO A
 CP2732'SIDE ROAD AND A STORE ON THE LEFT.  TURN LEFT AND GO 2.75
 CP2732'MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO 2.25 MILES TO THE
 CP2732'TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1631 ***********************************************************************
 BV1631  DESIGNATION -  FOX
 BV1631  PID         -  BV1631
 BV1631  STATE/COUNTY-  MS/JONES
 BV1631  USGS QUAD   -  BARRONTOWN (1985)
 BV1631
 BV1631                         *CURRENT SURVEY CONTROL
 BV1631  ___________________________________________________________________
 BV1631* NAD 83(1993)-  31 29 52.63671(N)    089 14 32.71966(W)     ADJUSTED  
 BV1631* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 BV1631  ___________________________________________________________________
 BV1631  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BV1631  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BV1631  HORZ ORDER  -  FIRST
 BV1631
 BV1631.The horizontal coordinates were established by classical geodetic methods
 BV1631.and adjusted by the National Geodetic Survey in May 1994.
 BV1631
 BV1631.The orthometric height was scaled from a topographic map.
 BV1631
 BV1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1631
 BV1631.The geoid height was determined by GEOID03.
 BV1631
 BV1631;                    North         East     Units Scale Factor Converg.
 BV1631;SPC MS E     -   221,556.563   261,136.561   MT  0.99996862   -0 12 49.5
 BV1631;SPC MS E     -   726,890.16    856,745.53   sFT  0.99996862   -0 12 49.5
 BV1631;UTM  16      - 3,486,968.163   287,020.395   MT  1.00015950   -1 10 19.3
 BV1631
 BV1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1631!SPC MS E     -   0.99998765  x   0.99996862  =   0.99995627
 BV1631!UTM  16      -   0.99998765  x   1.00015950  =   1.00014714
 BV1631
 BV1631|---------------------------------------------------------------------|
 BV1631| PID    Reference Object                     Distance      Geod. Az  |
 BV1631|                                                           dddmmss.s |
 BV1631| BV1632 FOX RM 3                             29.939 METERS 01353     |
 BV1631| CF9778 FOX RM 1                             40.069 METERS 10515     |
 BV1631| CF9779 FOX RM 2                             32.656 METERS 21034     |
 BV1631| CF9777 FOX AZ MK                                          3573434.9 |
 BV1631|---------------------------------------------------------------------|
 BV1631
 BV1631                          SUPERSEDED SURVEY CONTROL
 BV1631
 BV1631  NAD 83(1986)-  31 29 52.65123(N)    089 14 32.71918(W) AD(       ) 1
 BV1631  NAD 27      -  31 29 52.04600(N)    089 14 32.50400(W) AD(       ) 1
 BV1631
 BV1631.Superseded values are not recommended for survey control.
 BV1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1631.See file dsdata.txt to determine how the superseded data were derived.
 BV1631
 BV1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8702086968(NAD 83)
 BV1631_MARKER: DS = TRIANGULATION STATION DISK
 BV1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1631_MARK LOGO: CGS   
 BV1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1631+STABILITY: SURFACE MOTION
 BV1631
 BV1631  HISTORY     - Date     Condition        Report By
 BV1631  HISTORY     - 1935     MONUMENTED       CGS
 BV1631  HISTORY     - 1939     GOOD             CGS
 BV1631  HISTORY     - 1956     GOOD             CGS
 BV1631  HISTORY     - 1958     GOOD             PAS
 BV1631  HISTORY     - 1964     GOOD             MSHD
 BV1631  HISTORY     - 19990813 GOOD             LOCSUR
 BV1631
 BV1631                          STATION DESCRIPTION
 BV1631
 BV1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1631'SIX MILES SOUTHWEST OF ELLISVILLE, ABOUT 2 MILES EAST OF MOSELLE
 BV1631'RAILROAD STATION, ON THE HIGHEST PART OF A TIMBERED RIDGE, ON LAND
 BV1631'BELONGING TO THE ESTATE OF D. B. FOX, 36 FEET EAST OF THE CENTER
 BV1631'LINE OF THE ROAD, AND 32 FEET SOUTH-SOUTHWEST OF A 12-INCH PINE.
 BV1631'
 BV1631'TO REACH FROM THE RAILROAD STATION IN MOSELLE, GO EAST ON GRAVEL ROAD
 BV1631'FOR 2-1/4 MILES TO A CROSS ROAD, TURN RIGHT FOR 1/2 MILE TO TOP OF
 BV1631'GRADE AND STATION ON LEFT (EAST).
 BV1631'
 BV1631'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1631'BRONZE DISKS SET IN CONCRETE.
 BV1631'
 BV1631'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, IN AN OPEN
 BV1631'FIELD, 10 YARDS SOUTHEAST OF A 10-INCH PINE.
 BV1631'
 BV1631'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ACROSS ROAD
 BV1631'AND 6 YARDS WEST OF THE CENTER LINE THEREOF.
 BV1631'
 BV1631'AZIMUTH MARK IS 0.2 MILE BY ROAD NORTH OF THE STATION, ALONG ROAD
 BV1631'LEADING TO THE STATION, 19 FEET WEST OF THE CENTER LINE THEREOF,
 BV1631'AND 14 INCHES EAST OF A FENCE LINE.
 BV1631'
 BV1631'A LAPLACE AZIMUTH (SPECIAL MARK), A STANDARD BRONZE DISK SET IN
 BV1631'CONCRETE, IS ABOUT 1.0 MILE NORTHWEST OF
 BV1631'THE STATION, 30 FEET SOUTH OF CENTER LINE OF ROAD, AND 10 FEET
 BV1631'NORTH OF FENCE LINE, 30 YARDS EAST-SOUTHEAST OF THE WEST END OF A
 BV1631'CONCRETE CULVERT, ON THE PROPERTY OF AND ABOUT 125 YARDS EAST OF
 BV1631'THE HOME OF L.L. PAGE.
 BV1631'
 BV1631'TO REACH THIS SPECIAL MARK FROM STATION FOX, GO NORTH ON GRAVEL ROAD
 BV1631'0.4 MILE TO CROSS ROAD, TURN LEFT AND GO 0.6 MILE TO THE MARK.
 BV1631'
 BV1631'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 BV1631'
 BV1631'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1631
 BV1631                          STATION RECOVERY (1939)
 BV1631
 BV1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1631'ALL MARKS RECOVERED IN GOOD CONDITION. THE STATION IS ABOUT 2 MILES
 BV1631'EAST OF MOSELLE, ON THE HIGHEST POINT OF A RIDGE RUNNING NORTH AND
 BV1631'SOUTH AND ON LAND THAT IS NOW UNDER CULTIVATION. IT IS 36 FEET
 BV1631'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 38 FEET SOUTHEAST OF A
 BV1631'FENCE CORNER, 32 FEET SOUTH OF A 1.5-FOOT STUMP IN THE FENCE
 BV1631'LINE AND 18 FEET EAST OF A DITCH BANK. THE MARK
 BV1631'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED FOX 1935.
 BV1631'
 BV1631'TO REACH FROM THE RAILROAD STATION IN MOSELLE, DRIVE EAST ON A GRAVEL
 BV1631'ROAD FOR 2.25 MILES TO A CROSS ROAD, THEN TURN RIGHT AND DRIVE 0.5
 BV1631'MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 BV1631'
 BV1631'REFERENCE MARK NO. 1 IS 131.39 FEET EAST-SOUTHEAST OF THE STATION AND
 BV1631'59 FEET SOUTH OF THE FENCE LINE AT A LONE PINE. THE MARK
 BV1631'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED FOX NO 1 1935.
 BV1631'
 BV1631'REFERENCE MARK NO. 2 IS 107.13 FEET SOUTH-SOUTHWEST OF THE STATION
 BV1631'AND 19 FEET WEST OF THE CENTER OF THE ROAD. THE MARK
 BV1631'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED FOX NO II 1935.
 BV1631'
 BV1631'AZIMUTH MARK IS NORTH OF THE STATION, ON THE WEST SIDE OF THE ROAD,
 BV1631'1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND 19 FEET WEST OF THE
 BV1631'CENTER OF THE ROAD. THE MARK PROJECTS 8 INCHES ABOVE
 BV1631'GROUND AND IS STAMPED FOX 1935.
 BV1631'
 BV1631'A 90-FOOT TOWER AT FOX SEES A 64-FOOT TOWER AT ELLISVILLE, A 103-FOOT
 BV1631'TOWER AT SHOEMAKE, A 90-FOOT TOWER AT WALTERS, A 64-FOOT TOWER AT
 BV1631'HENINGTON AND A 77-FOOT TOWER AT TISDALE.
 BV1631
 BV1631                          STATION RECOVERY (1956)
 BV1631
 BV1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1631'THE STATION, R.M. 1, R.M. 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 BV1631'GOOD CONDITION. THE LAPLACE AZIMUTH MARK WAS NOT RECOVERED. A
 BV1631'THOROUGH SEARCH WAS MADE AND MR. PAGE THE LANDOWNER WAS CONTACTED.
 BV1631'HE STATED THAT THE FENCE THAT WAS 10 INCHES SOUTH OF THE MARK IN
 BV1631'1935 HAD BEEN MOVED ABOUT 5 FEET SOUTH AND A DITCH GRADED IN THE
 BV1631'LOCATION OF THE MARK. THE MARK OR DISK WERE NOT FOUND, EVIDENTLY
 BV1631'HAVING BEEN COVERED OR REMOVED.
 BV1631'
 BV1631'A TOWER COULD NOT BE ERECTED OVER THE STATION DUE TO THE NEARNESS OF
 BV1631'A POWER LINE. R.M. 3 WAS ESTABLISHED AND USED AS THE STATION. THE
 BV1631'DIRECTION TO R.M. 1 AND R.M. 2 CHECKED FROM THE AZIMUTH MARK. A
 BV1631'DIFFERENCE OF 0.01 FOOT LONGER WAS FOUND IN THE DISTANCE TO R.M.
 BV1631'1, A DIFFERENCE OF 0.04 FOOT LONGER WAS FOUND IN THE DISTANCE TO
 BV1631'R.M.  2. THE DISTANCE WAS RECHECKED. THE FENCE CORNER AND THE
 BV1631'STUMP IN THE FENCE LINE MENTIONED IN THE ORIGINAL DESCRIPTION ARE
 BV1631'NO LONGER THERE.  THE LONE PINE TREE USED AS A REFERENCE POINT IN
 BV1631'DESCRIBING R.M. 1 HAS BEEN REMOVED.
 BV1631'
 BV1631'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BV1631'
 BV1631'THE STATION IS ABOUT 2 MILES EAST OF MOSELLE, ON THE HIGHEST POINT
 BV1631'OF A LOW RIDGE RUNNING NORTH AND SOUTH, ON LAND NOW COVERED BY SEDGE
 BV1631'GRASS AND A SCATTERED GROWTH OF PINE TREES. IT IS 35 FEET EAST OF
 BV1631'THE CENTER OF A GRAVEL ROAD, 17 FEET EAST OF A DITCH BANK AND 1
 BV1631'FOOT NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND
 BV1631'THE DISK IS STAMPED FOX 1935.
 BV1631'
 BV1631'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MOSELLE, GO EAST ON
 BV1631'A PAVED ROAD FOR 2.25 MILES TO A CROSSROAD. TURN RIGHT AND GO SOUTH
 BV1631'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTH ON
 BV1631'THE MAIN ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 BV1631'DESCRIBED.
 BV1631'
 BV1631'REFERENCE MARK 1 IS 166 FEET EAST OF THE CENTER OF THE ROAD AND 10
 BV1631'INCHES NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND
 BV1631'THE DISK IS STAMPED FOX NO 1 1935.
 BV1631'
 BV1631'REFERENCE MARK 2 IS 18 FEET WEST OF THE CENTER OF THE ROAD AND 1
 BV1631'FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 6 INCHES AND THE DISK
 BV1631'IS STAMPED FOX NO 2 1935.
 BV1631'
 BV1631'REFERENCE MARK 3 IS 59 FEET EAST OF THE CENTER OF THE ROAD, 52 FEET
 BV1631'SOUTHEAST OF A POWER LINE POLE AND 6 FEET NORTH OF A WHITE WITNESS
 BV1631'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOX NO 3
 BV1631'1935.
 BV1631'
 BV1631'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 12
 BV1631'FEET NORTH OF A POWER LINE GUY POLE, 1 FOOT EAST OF A FENCE LINE AND
 BV1631'10 INCHES SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES
 BV1631'AND THE DISK IS STAMPED FOX AZI 1935.
 BV1631
 BV1631                          STATION RECOVERY (1958)
 BV1631
 BV1631'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1958
 BV1631'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND
 BV1631'IN GOOD CONDITION.
 BV1631
 BV1631                          STATION RECOVERY (1964)
 BV1631
 BV1631'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1631'THE STATION WAS VISITED 8-4-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1631'CONDITION. THE 1956 DESCRIPTION IS ADEQUATE.
 BV1631
 BV1631                          STATION RECOVERY (1999)
 BV1631
 BV1631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (BMF)
 BV1631'RECOVERED AS DESCRIBED.  RM 1 HAS BEEN DESTROYED.  RM 2 FOUND IN POOR
 BV1631'CONDITION WITH DISK MOSTLY SHEARED OFF.  NEITHER REPLACED AT THIS
 BV1631'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1632 ***********************************************************************
 BV1632  DESIGNATION -  FOX RM 3
 BV1632  PID         -  BV1632
 BV1632  STATE/COUNTY-  MS/JONES
 BV1632  USGS QUAD   -  BARRONTOWN (1985)
 BV1632
 BV1632                         *CURRENT SURVEY CONTROL
 BV1632  ___________________________________________________________________
 BV1632* NAD 83(1993)-  31 29 53.58037(N)    089 14 32.44737(W)     ADJUSTED  
 BV1632* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 BV1632  ___________________________________________________________________
 BV1632  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BV1632  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BV1632  HORZ ORDER  -  SECOND
 BV1632
 BV1632.The horizontal coordinates were established by classical geodetic methods
 BV1632.and adjusted by the National Geodetic Survey in May 1994.
 BV1632
 BV1632.The orthometric height was scaled from a topographic map.
 BV1632
 BV1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1632
 BV1632.The geoid height was determined by GEOID03.
 BV1632
 BV1632;                    North         East     Units Scale Factor Converg.
 BV1632;SPC MS E     -   221,585.599   261,143.855   MT  0.99996861   -0 12 49.3
 BV1632;SPC MS E     -   726,985.42    856,769.46   sFT  0.99996861   -0 12 49.3
 BV1632;UTM  16      - 3,486,997.079   287,028.175   MT  1.00015946   -1 10 19.2
 BV1632
 BV1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1632!SPC MS E     -   0.99998765  x   0.99996861  =   0.99995626
 BV1632!UTM  16      -   0.99998765  x   1.00015946  =   1.00014710
 BV1632
 BV1632|---------------------------------------------------------------------|
 BV1632| PID    Reference Object                     Distance      Geod. Az  |
 BV1632|                                                           dddmmss.s |
 BV1632| CF9778 FOX RM 1                             50.589 METERS 14132     |
 BV1632| BV1631 FOX                                  29.939 METERS 19353     |
 BV1632| CF9779 FOX RM 2                             61.907 METERS 20235     |
 BV1632| CF9777 FOX AZ MK                                          3561608.2 |
 BV1632|---------------------------------------------------------------------|
 BV1632
 BV1632                          SUPERSEDED SURVEY CONTROL
 BV1632
 BV1632  NAD 83(1986)-  31 29 53.59485(N)    089 14 32.44690(W) AD(       ) 2
 BV1632  NAD 27      -  31 29 52.99000(N)    089 14 32.23200(W) AD(       ) 2
 BV1632
 BV1632.Superseded values are not recommended for survey control.
 BV1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1632.See file dsdata.txt to determine how the superseded data were derived.
 BV1632
 BV1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8702886997(NAD 83)
 BV1632_MARKER: DR = REFERENCE MARK DISK
 BV1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1632_MARK LOGO: CGS   
 BV1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1632+STABILITY: SURFACE MOTION
 BV1632
 BV1632  HISTORY     - Date     Condition        Report By
 BV1632  HISTORY     - 1956     MONUMENTED       CGS
 BV1632  HISTORY     - 19990813 GOOD             LOCSUR
 BV1632
 BV1632                          STATION DESCRIPTION
 BV1632
 BV1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1632'THE STATION IS ABOUT 2 MILES EAST OF MOSELLE, ON THE HIGHEST POINT
 BV1632'OF A LOW RIDGE RUNNING NORTH AND SOUTH, ON LAND NOW COVERED BY SEDGE
 BV1632'GRASS AND A SCATTERED GROWTH OF PINE TREES. IT IS 59 FEET EAST OF
 BV1632'THE CENTER OF A GRAVEL ROAD, 52 FEET SOUTHEAST OF A POWER LINE POLE
 BV1632'AND 6 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6
 BV1632'INCHES AND THE DISK IS STAMPED FOX NO 3 1935.
 BV1632'
 BV1632'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MOSELLE, GO EAST ON
 BV1632'A PAVED ROAD FOR 2.25 MILES TO A CROSSROAD. TURN RIGHT AND GO SOUTH
 BV1632'ON A GRAVEL ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 BV1632'DESCRIBED. CONTINUE SOUTH ON THE MAIN ROAD FOR 0.2 MILE TO THE
 BV1632'STATION ON THE LEFT.
 BV1632'
 BV1632'REFERENCE MARK 1 IS 166 FEET EAST OF THE CENTER OF THE ROAD AND 10
 BV1632'INCHES NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES
 BV1632'AND THE DISK IS STAMPED FOX NO 1 1935.
 BV1632'
 BV1632'REFERENCE MARK 2 IS 18 FEET WEST OF THE CENTER OF THE ROAD AND 1
 BV1632'FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 6 INCHES AND THE DISK
 BV1632'IS STAMPED FOX NO 2 1935.
 BV1632'
 BV1632'FOX 1935 WAS USED AS A REFERENCE MARK. IT IS 35 FEET EAST OF THE
 BV1632'CENTER OF A GRAVEL ROAD, 17 FEET EAST OF A DITCH BANK AND 1 FOOT
 BV1632'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE
 BV1632'DISK IS STAMPED FOX 1935.
 BV1632'
 BV1632'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF THE ROAD, 12 FEET
 BV1632'NORTH OF A POWER LINE GUY POLE, 1 FOOT EAST OF A WIRE FENCE AND 10
 BV1632'INCHES SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 8 INCHES
 BV1632'AND THE DISK IS STAMPED FOX AZI 1935.
 BV1632
 BV1632                          STATION RECOVERY (1999)
 BV1632
 BV1632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (BMF)
 BV1632'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0372 ***********************************************************************
 EH0372  DESIGNATION -  FRANCIS BOLT
 EH0372  PID         -  EH0372
 EH0372  STATE/COUNTY-  MS/BOLIVAR
 EH0372  USGS QUAD   -  ROUND LAKE (1982)
 EH0372
 EH0372                         *CURRENT SURVEY CONTROL
 EH0372  ___________________________________________________________________
 EH0372* NAD 83(1986)-  34 04 32.     (N)    090 52 04.     (W)     SCALED    
 EH0372* NAVD 88     -        46.83   (+/-2cm)     153.6    (feet)  VERTCON   
 EH0372  ___________________________________________________________________
 EH0372  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0372  VERT ORDER  -  ? (See Below)
 EH0372
 EH0372.The horizontal coordinates were scaled from a topographic map and have
 EH0372.an estimated accuracy of +/- 6 seconds.
 EH0372
 EH0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0372.The vertical order pertains to the NGVD 29 superseded value.
 EH0372
 EH0372.The geoid height was determined by GEOID03.
 EH0372
 EH0372;                    North         East    Units  Estimated Accuracy
 EH0372;SPC MS W     -   507,460.      650,670.      MT  (+/- 180 meters Scaled)
 EH0372
 EH0372                          SUPERSEDED SURVEY CONTROL
 EH0372
 EH0372  NGVD 29 (??/??/??)   46.886  (m)          153.83   (f) ADJUSTED    ?  
 EH0372
 EH0372.Superseded values are not recommended for survey control.
 EH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0372.See file dsdata.txt to determine how the superseded data were derived.
 EH0372
 EH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT967725(NAD 83)
 EH0372_MARKER: B = BOLT
 EH0372_SETTING: 80 = SET IN A BOULDER
 EH0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0372+STABILITY: SURFACE MOTION
 EH0372
 EH0372  HISTORY     - Date     Condition        Report By
 EH0372  HISTORY     - UNK      MONUMENTED       DOD
 EH0372  HISTORY     - 1934     GOOD             CGS
 EH0372  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0372
 EH0372                          STATION DESCRIPTION
 EH0372
 EH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0372'1.2 MI SW FROM FRANCIS.
 EH0372'A COPPER BOLT SET IN STONE WITH ACCESS THROUGH AN IRON PIPE BEARING A
 EH0372'USE STANDARD CAP.  A TILE AND PIPE LOCATED ON LEFT BANK OF MISS. RIVER
 EH0372'ABOUT 1.2 MILES SW OF FRANCIS, BOLIVAR COUNTY, MISS.  ABOUT 2500 FT.
 EH0372'BACK OF TOP BANK OF RIVER, 1450 FT. W. OF LEVEE.  825 FT. N. OF DIRT
 EH0372'ROAD TO AUSTRAILIA LANDING, ON OLD ELDRIDGE PLANTATION, ON LINE
 EH0372'BETWEEN SECTIONS 1 AND 36, SEC 36, T 26N, R 7 W.
 EH0372
 EH0372                          STATION RECOVERY (1974)
 EH0372
 EH0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0371 ***********************************************************************
 EH0371  DESIGNATION -  FRANCIS CAP
 EH0371  PID         -  EH0371
 EH0371  STATE/COUNTY-  MS/BOLIVAR
 EH0371  USGS QUAD   -  ROUND LAKE (1982)
 EH0371
 EH0371                         *CURRENT SURVEY CONTROL
 EH0371  ___________________________________________________________________
 EH0371* NAD 83(1986)-  34 04 32.     (N)    090 52 04.     (W)     SCALED    
 EH0371* NAVD 88     -        48.04   (+/-2cm)     157.6    (feet)  VERTCON   
 EH0371  ___________________________________________________________________
 EH0371  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EH0371  VERT ORDER  -  ? (See Below)
 EH0371
 EH0371.The horizontal coordinates were scaled from a topographic map and have
 EH0371.an estimated accuracy of +/- 6 seconds.
 EH0371
 EH0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0371.The vertical order pertains to the NGVD 29 superseded value.
 EH0371
 EH0371.The geoid height was determined by GEOID03.
 EH0371
 EH0371;                    North         East    Units  Estimated Accuracy
 EH0371;SPC MS W     -   507,460.      650,670.      MT  (+/- 180 meters Scaled)
 EH0371
 EH0371                          SUPERSEDED SURVEY CONTROL
 EH0371
 EH0371  NGVD 29 (??/??/??)   48.092  (m)          157.78   (f) ADJUSTED    ?  
 EH0371
 EH0371.Superseded values are not recommended for survey control.
 EH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0371.See file dsdata.txt to determine how the superseded data were derived.
 EH0371
 EH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT967725(NAD 83)
 EH0371_MARKER: P = PIPE CAP
 EH0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0371
 EH0371  HISTORY     - Date     Condition        Report By
 EH0371  HISTORY     - UNK      MONUMENTED       DOD
 EH0371  HISTORY     - 1934     GOOD             CGS
 EH0371  HISTORY     - 1974     MARK NOT FOUND   NGS
 EH0371
 EH0371                          STATION DESCRIPTION
 EH0371
 EH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0371'1.2 MI SW FROM FRANCIS.
 EH0371'B.M. FRANCIS IS A TILE AND PIPE LOCATED ON LEFT BANK OF MISS. RIVER
 EH0371'ABOUT 1.2 MILES SW OF FRANCIS, BOLIVAR COUNTY, MISS.  ABOUT 2500 FT.
 EH0371'BACK OF TOP BANK OF RIVER, 1450 FT. W. OF LEVEE.  825 FT. N. OF DIRT
 EH0371'ROAD TO AUSTRALIA LANDING, ON OLD ELDRIDGE PLANTATION, ON LINE BETWEEN
 EH0371'SECTIONS 1 AND 36, SEC 36, T 26N, R 7W.
 EH0371
 EH0371                          STATION RECOVERY (1974)
 EH0371
 EH0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1686 ***********************************************************************
 BV1686  DESIGNATION -  FRANKLIN
 BV1686  PID         -  BV1686
 BV1686  STATE/COUNTY-  MS/MARION
 BV1686  USGS QUAD   -  COLUMBIA SOUTH (1982)
 BV1686
 BV1686                         *CURRENT SURVEY CONTROL
 BV1686  ___________________________________________________________________
 BV1686* NAD 83(1993)-  31 09 01.34200(N)    089 49 26.87569(W)     ADJUSTED  
 BV1686* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BV1686  ___________________________________________________________________
 BV1686  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BV1686  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BV1686  HORZ ORDER  -  SECOND
 BV1686
 BV1686.The horizontal coordinates were established by classical geodetic methods
 BV1686.and adjusted by the National Geodetic Survey in May 1994.
 BV1686
 BV1686.The orthometric height was scaled from a topographic map.
 BV1686
 BV1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1686
 BV1686.The geoid height was determined by GEOID03.
 BV1686
 BV1686;                    North         East     Units Scale Factor Converg.
 BV1686;SPC MS W     -   183,059.448   748,552.278   MT  0.99997907   +0 15 48.3
 BV1686;SPC MS W     -   600,587.54  2,455,875.27   sFT  0.99997907   +0 15 48.3
 BV1686;UTM  16      - 3,449,701.325   230,764.176   MT  1.00049422   -1 27 42.3
 BV1686
 BV1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1686!SPC MS W     -   0.99999833  x   0.99997907  =   0.99997740
 BV1686!UTM  16      -   0.99999833  x   1.00049422  =   1.00049255
 BV1686
 BV1686:                Primary Azimuth Mark                     Grid Az
 BV1686:SPC MS W     -  LITTLE                                   053 34 33.0
 BV1686:UTM  16      -  LITTLE                                   055 18 03.6
 BV1686
 BV1686|---------------------------------------------------------------------|
 BV1686| PID    Reference Object                     Distance      Geod. Az  |
 BV1686|                                                           dddmmss.s |
 BV1686| BV1679 LITTLE                              APPROX.11.6 KM 0535021.3 |
 BV1686| CF9784 FRANKLIN RM 1                        43.410 METERS 20042     |
 BV1686| CF9783 FRANKLIN AZ MK                                     2504207.5 |
 BV1686| CF9786 FRANKLIN RM 3                        68.431 METERS 29505     |
 BV1686| CF9785 FRANKLIN RM 2                        53.325 METERS 31231     |
 BV1686|---------------------------------------------------------------------|
 BV1686
 BV1686                          SUPERSEDED SURVEY CONTROL
 BV1686
 BV1686  NAD 83(1986)-  31 09 01.35643(N)    089 49 26.87351(W) AD(       ) 2
 BV1686  NAD 27      -  31 09 00.70900(N)    089 49 26.59000(W) AD(       ) 2
 BV1686
 BV1686.Superseded values are not recommended for survey control.
 BV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1686.See file dsdata.txt to determine how the superseded data were derived.
 BV1686
 BV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV3076449701(NAD 83)
 BV1686_MARKER: DS = TRIANGULATION STATION DISK
 BV1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1686+STABILITY: SURFACE MOTION
 BV1686
 BV1686  HISTORY     - Date     Condition        Report By
 BV1686  HISTORY     - 1934     MONUMENTED       CGS
 BV1686  HISTORY     - 1948     MARK NOT FOUND   LOCSUR
 BV1686  HISTORY     - 1955     GOOD             CGS
 BV1686  HISTORY     - 1960     GOOD             HUMBLE
 BV1686  HISTORY     - 1969     GOOD             CGS
 BV1686
 BV1686                          STATION DESCRIPTION
 BV1686
 BV1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1686'SEVEN AND THREE-QUARTERS MILES SOUTH OF COLUMBIA, 1-1/2 MILES
 BV1686'SOUTHEAST OF CHERAW, ON THE WEST BANK OF THE PEARL RIVER, IN THE
 BV1686'SOUTHEAST QUARTER OF SEC. 7, T. 2 N., R. 14 E., ON PROPERTY
 BV1686'BELONGING TO GALVIN FRANKLIN (COLORED), ON A SLIGHT RISE OF GROUND,
 BV1686'130 FEET WEST FROM THE WEST BANK OF THE PEARL RIVER, 53 FEET WEST
 BV1686'OF A 5-INCH PINE AND 54.5 FEET SOUTHWEST OF A GROUP OF SIX GUM
 BV1686'TREES.
 BV1686'
 BV1686'TO REACH FROM FOXWORTH, GO SOUTH ON THE WEST RIVER ROAD FOR ABOUT 6
 BV1686'MILES TO CHERAW, TURN LEFT WITH MAIN ROAD AND GO 0.75 MILE TO A LANE
 BV1686'TO LEFT LEADING TO SEVERAL HOUSES, TURN LEFT ON THIS LANE AND GO
 BV1686'0.05 MILE TO LANE FORK, TAKE LEFT FORK AND GO 0.1 MILE TO THE GABE
 BV1686'FRANKLIN HOUSE, HERE GO THROUGH BOARD GATE TO THE LEFT, AND
 BV1686'FOLLOW ROAD EAST 0.5 MILE TO NEAR THE RIVER AND THE STATION.
 BV1686'
 BV1686'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BV1686'DISKS SET IN CONCRETE.
 BV1686'
 BV1686'REFERENCE MARK NO. 1 IS SOUTH OF STATION ON THE NORTH EDGE OF
 BV1686'CULTIVATED FIELD.
 BV1686'
 BV1686'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION ON THE EDGE OF
 BV1686'CULTIVATED FIELD, AND ABOUT 30 FEET SOUTH OF A 14-INCH SWEET GUM
 BV1686'TREE.
 BV1686'
 BV1686'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 18 FEET EAST-SOUTHEAST OF
 BV1686'THE CENTER LINE OF ROAD, AND ABOUT 6 FEET NORTHWEST OF A 10-INCH
 BV1686'PINE.
 BV1686'
 BV1686'A 113-FOOT TOWER WILL CLEAR ALL LINES.
 BV1686'
 BV1686'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BV1686
 BV1686                          STATION RECOVERY (1948)
 BV1686
 BV1686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (CHB)
 BV1686'STATION WAS NOT LOCATED, BUT THE REFERENCE MARK AND AZIMUTH MARK
 BV1686'WERE FOUND AS DESCRIBED BY C.H. BLANCHARD, ARK. FUEL OIL CO.
 BV1686
 BV1686                          STATION RECOVERY (1955)
 BV1686
 BV1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1686'THE STATION WAS VISITED ON JULY 13, 1955, AND ALL MARKS WERE FOUND
 BV1686'IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1686'
 BV1686'THE STATION IS LOCATED 7.75 MI. S OF COLUMBIA, 1.5 MI. SE OF CHERAW,
 BV1686'ON THE W BANK OF PEARL RIVER, AND ON LAND OWNED BY RUFUS FRANKLIN.
 BV1686'IT IS ON A SLIGHT RISE W OF THE RIVER COVERED WITH PINE AND SWEET
 BV1686'GUM TREES. IT IS 118 FT. W OF THE W BANK OF THE RIVER OPPOSITE A
 BV1686'LARGE SAND BAR ON THE E SIDE OF THE RIVER, AND 86 FT. S OF THE
 BV1686'CENTER OF A TRACK ROAD LEADING TO THE RIVER. IT IS A STANDARD
 BV1686'DISK, STAMPED FRANKLIN 1934 AND IS 12 IN. BELOW THE SURFACE OF
 BV1686'THE GROUND.
 BV1686'
 BV1686'REFERENCE MARK 1 IS 142.42 FT. SW OF THE STATION, AT THE NE EDGE OF
 BV1686'A CLEARING, AND 200 FT. S OF THE CENTER OF THE DIRT ROAD LEADING TO
 BV1686'THE RIVER. IT IS A STANDARD DISK, STAMPED FRANKLIN NO 1 1934 AND
 BV1686'PROJECTING 6 IN.
 BV1686'
 BV1686'REFERENCE MARK 2 IS 174.95 FT. N-NW OF THE STATION, 225 FT. W OF THE
 BV1686'W EDGE OF PEARL RIVER, 212 FT. W OF A LARGE OAK TREE ON THE W BANK
 BV1686'OF THE RIVER, AND 81 FT. N OF THE CENTER OF THE ROAD LEADING TO THE
 BV1686'RIVER. IT IS A STANDARD DISK, STAMPED FRANKLIN NO 2 1934 AND
 BV1686'PROJECTING 3 IN.
 BV1686'
 BV1686'THE AZIMUTH MARK IS 0.2 MI. W OF THE STATION, AT THE W END OF A
 BV1686'SMALL CLEARING, 76 FT. S OF THE ROAD LEADING TO THE RIVER, 20 FT. S
 BV1686'OF A DIM TRACK ROAD, 31 FT. S OF A HOLLOW STUMP, AND 3 FT. NE OF
 BV1686'AN 18-IN. SWEET GUM TREE. IT IS A STANDARD DISK, STAMPED FRANKLIN
 BV1686'AZI 1934 AND PROJECTING 6 IN.
 BV1686'
 BV1686'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA, GO E ON STATE
 BV1686'HIGHWAY 44 FOR 0.2 MI. TO THE JUNCTION WITH STATE HIGHWAYS 35 AND
 BV1686'98, TURN RIGHT AND GO 3.4 MI. ON STATE HIGHWAYS 35 AND 98 TO A
 BV1686'FORK, TURN LEFT ON STATE HIGHWAY 35 AND GO 5.6 MI. TO A CROSSROAD
 BV1686'AT THE S EDGE OF CHERAW, TURN LEFT AND GO 0.45 MI. TO A CROSSROAD
 BV1686'AND RUFUS FRANKLINS HOUSE IN THE NE ANGLE AND A GATE STRAIGHT
 BV1686'AHEAD. GO THROUGH THE GATE AND CONTINUE FOR 0.5 MI. TO THE AZIMUTH
 BV1686'MARK ON THE RIGHT.  CONTINUE FOR 0.2 MI. TO THE RIVER AND THE MARK
 BV1686'ON THE RIGHT AND REFERENCE MARK 2 ON THE LEFT.
 BV1686
 BV1686                          STATION RECOVERY (1960)
 BV1686
 BV1686'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1960 (SLT)
 BV1686'STATION IS 1.01 FEET PLUS OR MINUS BELOW SURFACE OF GROUND.
 BV1686'AZIMUTH MARK AND
 BV1686'REFERENCE MARKS 1 AND 2 RECOVERED AND ARE IN GOOD CONDITION.
 BV1686
 BV1686                          STATION RECOVERY (1969)
 BV1686
 BV1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1686'THE STATION WAS VISITED 6-10-69 AND THE STATION AND REFERENCE MARK
 BV1686'NO. 1 AND THE AZIMUTH WERE FOUND IN GOOD CONDITION.  REFERENCE
 BV1686'MARK NO. 2 WAS FOUND UPROOTED AND THE DISK WAS RECLAIMED AT THIS
 BV1686'DATE.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT THIS
 BV1686'DATE DUE TO DENSE TIMBER GROWTH.  THE STATION IS NOW IN A LARGE
 BV1686'CLEARED AREA OCCUPIED BY THE HUMBLE OIL CO. WELL NO. I L.  THE
 BV1686'STATION IS NOW FLUSH WITH THE GROUND RATHER THAN 12-INCHES
 BV1686'BELOW THE GROUND.  A NEW DESCRIPTIONS FOLLOWS--
 BV1686'
 BV1686'THE STATION IS LOCATED ABOUT 7.75 MILES SOUTH OF COLUMBIA, 1.5
 BV1686'MILES SOUTHEAST OF CHERAW, ON THE WEST BANK OF THE PEARL RIVER, IN
 BV1686'THE SE 1/2 OF SEC. 7 T 2N, R 14E.  IT IS ON THE SOUTH EDGE OF A
 BV1686'CLEARED AREA 143 FEET WEST OF THE WEST EDGE OF THE BANK OF THE
 BV1686'PEARL RIVER, 165 FEET SOUTH OF WELL IL, 31 FEET NORTHEAST OF A
 BV1686'FENCE, 90 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 49.5 FEET
 BV1686'SOUTHWEST OF THE FLUE OF THE HEATER TREATER, 5 FEET SOUTHEAST
 BV1686'OF THE THREE LINE CONNECTING THE TREATER AND THREE CYLINDERICAL
 BV1686'STANDPIPES, 61 FEET EAST OF THE SMALLEST OF THE THREE
 BV1686'STANDPIPES AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BV1686'TRIANGULATION STATION DISK, STAMPED FRANKLIN 1935, FLUSH WITH
 BV1686'THE GROUND.
 BV1686'
 BV1686'REFERENCE MARK NO. 1 IS 142.42 FEET SOUTH OF THE STATION, 119.5
 BV1686'FEET SE OF THE WEST ONE OF THE THREE STAND PIPES, 39.5 FEET WEST OF
 BV1686'THE FENCE AROUND A SMALL OVERFLOW PIT, 21 FEET SOUTHWEST OF THE
 BV1686'CENTER OF THE PIPE LINE, 104 FEET SE OF A FENCE LINE, 200 FEET SE
 BV1686'OF THE MAIN ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS
 BV1686'A REFERENCE MARK DISK, STAMPED FRANKLIN NO 1 1935, PROJECTING 8
 BV1686'INCHES.
 BV1686'
 BV1686'REFERENCE MARK NO. 3 IS 224.51 FEET WNW OF THE STATION AT THE
 BV1686'WEST EDGE OF THE CLEARING.  IT IS 69 FEET NORTH OF THE CENTER OF
 BV1686'THE ROAD, 28 FEET SE OF THE 2 FOOT OAK TREE, 24 FEET NORTHEAST OF
 BV1686'A 2 FOOT PINE TREE 1 FOOT WEST OF A METAL WITNESS POST, 173 FEET
 BV1686'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 162 FEET WEST
 BV1686'OF A GAS WELL STRUCTURE NO IL.  IT IS A REFERENCE MARK DISK
 BV1686'STAMPED FRANKLIN NO 3 1935 1969, PROJECTING 3 INCHES.
 BV1686'
 BV1686'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 75 FEET SOUTH
 BV1686'OF THE CENTER OF THE ROAD, 33 FEET WEST OF A TRACK ROAD, 37 FEET
 BV1686'WEST OF A FENCE LINE, 27.5 FEET EAST OF A 10-INCH OAK TREE, 3 FEET
 BV1686'NE OF A 12-INCH OAK TREE AND 1 FOOT NORTHEAST OF A METAL WITNESS
 BV1686'POST.  IT IS A REFERENCE MARK DISK, STAMPED FRANKLIN AZI 1934,
 BV1686'PROJECTING 3 INCHES.
 BV1686'
 BV1686'TO REACH THE STATION FROM THE POST OFFICE IN FOXWORTH GO EAST ON
 BV1686'STATE HIGHWAY 587 FOR 0.35 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 BV1686'98, TURN RIGHT AND GO WEST FOR 0.7 MILES TO THE JUNCTION WITH
 BV1686'STATE HIGHWAY 35, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 35 FOR
 BV1686'5.7 MILES TO A CROSSROAD AT THE SOUTH EDGE OF CHERAW, TURN LEFT
 BV1686'AND GO EAST FOR 0.4 MILE TO A CROSSROAD, CONTINUE EAST FOR 0.35
 BV1686'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.2
 BV1686'MILE TO THE STATION ON THE RIGHT.
 BV1686'
 BV1686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1686'7.75 MILES S OF COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1752 ***********************************************************************
 EG1752  DESIGNATION -  FRENCH
 EG1752  PID         -  EG1752
 EG1752  STATE/COUNTY-  MS/LAFAYETTE
 EG1752  USGS QUAD   -  OXFORD NORTH (1980)
 EG1752
 EG1752                         *CURRENT SURVEY CONTROL
 EG1752  ___________________________________________________________________
 EG1752* NAD 83(1993)-  34 24 25.04894(N)    089 31 06.99380(W)     ADJUSTED  
 EG1752* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 EG1752  ___________________________________________________________________
 EG1752  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EG1752  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EG1752  HORZ ORDER  -  THIRD
 EG1752
 EG1752.The horizontal coordinates were established by classical geodetic methods
 EG1752.and adjusted by the National Geodetic Survey in May 1994.
 EG1752
 EG1752.The orthometric height was scaled from a topographic map.
 EG1752
 EG1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1752
 EG1752.The geoid height was determined by GEOID03.
 EG1752
 EG1752;                    North         East     Units Scale Factor Converg.
 EG1752;SPC MS E     -   544,300.121   236,997.025   MT  0.99999891   -0 23 14.1
 EG1752;SPC MS E     - 1,785,757.98    777,547.74   sFT  0.99999891   -0 23 14.1
 EG1752;UTM  16      - 3,810,156.425   268,499.750   MT  1.00026064   -1 25 25.7
 EG1752
 EG1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1752!SPC MS E     -   0.99997875  x   0.99999891  =   0.99997766
 EG1752!UTM  16      -   0.99997875  x   1.00026064  =   1.00023939
 EG1752
 EG1752|---------------------------------------------------------------------|
 EG1752| PID    Reference Object                     Distance      Geod. Az  |
 EG1752|                                                           dddmmss.s |
 EG1752| CG4070 FRENCH RM 1                          13.611 METERS 01029     |
 EG1752| CG4071 FRENCH RM 2                          21.189 METERS 10422     |
 EG1752| CG4069 FRENCH AZ MK                                       1553719.0 |
 EG1752| EG1755 OXFORD UNIVERSITY OF MISSISSIPPI TA APPROX. 4.9 KM 2062354.7 |
 EG1752|---------------------------------------------------------------------|
 EG1752
 EG1752                          SUPERSEDED SURVEY CONTROL
 EG1752
 EG1752  NAD 83(1986)-  34 24 25.06050(N)    089 31 06.99184(W) AD(       ) 3
 EG1752  NAD 27      -  34 24 24.67900(N)    089 31 06.70200(W) AD(       ) 3
 EG1752
 EG1752.Superseded values are not recommended for survey control.
 EG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1752.See file dsdata.txt to determine how the superseded data were derived.
 EG1752
 EG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6850010156(NAD 83)
 EG1752_MARKER: DS = TRIANGULATION STATION DISK
 EG1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1752
 EG1752  HISTORY     - Date     Condition        Report By
 EG1752  HISTORY     - 1956     MONUMENTED       CGS
 EG1752  HISTORY     - 1966     GOOD             CGS
 EG1752  HISTORY     - 1977     GOOD             MSHD
 EG1752  HISTORY     - 1978     GOOD             NGS
 EG1752
 EG1752                          STATION DESCRIPTION
 EG1752
 EG1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1752'THE STATION IS AT THE NORTH SIDE OF SECTION 9, T 8 S, R 3 W, ABOUT 3
 EG1752'MILES NORTH OF OXFORD,
 EG1752'48 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7
 EG1752'AND AT THE WEST EDGE OF THE YARD AT
 EG1752'THE HOME OF MR FRENCH.
 EG1752'
 EG1752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 30,
 EG1752'WHICH IS 1.6 MILES NORTH
 EG1752'OF THE COURTHOUSE IN OXFORD, GO NORTH ON STATE
 EG1752'HIGHWAY 7 FOR 1.4 MILES TO A
 EG1752'T-FENCE CORNER ON THE RIGHT AND THE
 EG1752'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 EG1752'STATE HIGHWAY 7 FOR 0.2
 EG1752'MILE TO THE O T WHITEHEAD RESIDENCE ON THE LEFT, CONTINUE NORTH
 EG1752'ON STATE
 EG1752'HIGHWAY 7 FOR 0.05 MILE TO A 10-FOOT BANK ON THE RIGHT, A
 EG1752'PRIVATE DRIVEWAY ON THE
 EG1752'RIGHT AND THE STATION ON THE TOP OF THE BANK.
 EG1752'
 EG1752'THE STATION MARK, STAMPED FRENCH 1956, IS A STANDARD DISK SET IN A
 EG1752'SQUARE CONCRETE POST
 EG1752'WHICH PROJECTS 2 INCHES.  IT IS APPROXIMATELY 40 YARDS
 EG1752'WEST-NORTHWEST OF THE FRENCH
 EG1752'RESIDENCE, 70 FEET WEST OF THE POWER
 EG1752'POLE IN THE FARMYARD, 48 FEET EAST OF THE
 EG1752'CENTER LINE OF STATE
 EG1752'HIGHWAY 7, 29 FEET SOUTH OF THE CENTER OF THE PRIVATE
 EG1752'DRIVEWAY, AND 7
 EG1752'FEET EAST OF A WHITE WITNESS POST.  THE UNDERGROUND MARK IS 40 INCHES
 EG1752'BELOW THE SURFACE
 EG1752'OF THE GROUND.
 EG1752'
 EG1752'REFERENCE MARK NO 1, STAMPED FRENCH NO 1 1956, IS A STANDARD DISK SET
 EG1752'IN A SQUARE CONCRETE
 EG1752'POST WHICH PROJECTS 1 INCH.  IT IS 70 FEET EAST OF
 EG1752'THE CENTER LINE OF STATE HIGHWAY 7
 EG1752'AND 12 FEET NORTH OF THE CENTER OF
 EG1752'THE DRIVEWAY.
 EG1752'
 EG1752'REFERENCE MARK NO 2, STAMPED FRENCH NO 2 1956, IS A STANDARD DISK SET
 EG1752'IN A SQUARE CONCRETE
 EG1752'POST WHICH PROJECTS 2 INCHES.  IT IS 49.5 FEET
 EG1752'NORTHWEST OF THE NORTHWEST CORNER
 EG1752'OF THE HOUSE AND 1 FOOT NORTH OF
 EG1752'THE POWER POLE.
 EG1752'
 EG1752'THE AZIMUTH MARK, STAMPED FRENCH 1956, IS A STANDARD DISK SET IN A
 EG1752'SQUARE CONCRETE POST
 EG1752'WHICH PROJECTS 5 INCHES.  IT IS 75 FEET NORTH OF THE
 EG1752'CENTER OF A PRIVATE DRIVEWAY,
 EG1752'32.4 FEET EAST OF THE CENTER LINE OF
 EG1752'STATE HIGHWAY 7, 3 FEET EAST OF A WHITE WITNESS
 EG1752'POST, 1 FOOT
 EG1752'NORTHEAST OF A T-FENCE CORNER AND ABOUT 3 FEET ABOVE THE SURFACE
 EG1752'OF THE HIGHWAY.
 EG1752'
 EG1752'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EG1752
 EG1752                          STATION RECOVERY (1966)
 EG1752
 EG1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 EG1752'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WAS RECOVERED AS
 EG1752'DESCRIBED.
 EG1752
 EG1752                          STATION RECOVERY (1977)
 EG1752
 EG1752'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1752'THE STATION WAS VISITED 1-4-77 AND THE STATION MARK, RM NO 1, AND
 EG1752'RM NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 EG1752'FOUND AT THIS TIME BUT WAS PROBABLY DESTROYED WHEN THE HIGHWAY WAS
 EG1752'WIDENED.
 EG1752'
 EG1752'THE STATION IS LOCATED 3 MILES NORTH OF OXFORD ON TOP OF AN 8 FOOT
 EG1752'BANK ON THE EAST RIGHT OF WAY OF STATE HIGHWAY 7 ON THE OPPOSITE
 EG1752'SIDE OF THE HIGHWAY FROM THE EMERSON ELECTRONICS CORPORATION NEAR
 EG1752'THE CENTER OF THE NORTH SIDE OF SECTION 9, T 7S, R 3W.  IT IS
 EG1752'118.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 70.5
 EG1752'FEET NORTHWEST OF A POWER LINE SERVICE POLE, 48.5 FEET EAST
 EG1752'OF THE CENTER OF HIGHWAY 7, 47 FEET NORTH OF THE PROJECTED CENTER
 EG1752'OF THE ENTRANCE TO A FACTORY, 28 FEET SOUTH OF THE CENTER OF A
 EG1752'PRIVATE DRIVE, 28 FEET NORTH OF A FACTORY, 28 FEET SOUTH OF THE
 EG1752'CENTER OF A PRIVATE DRIVE, 28 FEET NORTH OF A 7 INCH PERSIMMON,
 EG1752'6.5 FEET WEST-NORTHWEST OF A SMALL TWIN HICKORY, 9 FEET EAST OF
 EG1752'THE EDGE OF AN 8 FOOT BANK AND PROJECTS 4 INCHES.  IT IS A
 EG1752'TRIANGULATION DISK, STAMPED FRENCH 1956.
 EG1752'
 EG1752'REFERENCE MARK NO 1 IS 44.65 FEET NORTH OF THE STATION.  IT IS 86.5
 EG1752'FEET NORTHWEST OF A POWER LINE SERVICE POLE, 70 FEET EAST OF THE
 EG1752'CENTER OF HIGHWAY 7, 16 FEET NORTH OF THE CENTER OF A PRIVATE
 EG1752'DRIVE, 1 FOOT NORTH OF A METAL WITNESS POST AND IS FLUSH WITH THE
 EG1752'GROUND.  IT IS A REFERENCE MARK DISK, STAMPED FRENCH NO 1 1956.
 EG1752'
 EG1752'REFERENCE MARK NO 2 IS 69.52 FEET EAST OF THE STATION.  IT IS 105.5
 EG1752'FEET EAST OF THE CENTER OF HIGHWAY 7, 62 FEET EAST OF A 7 INCH
 EG1752'PERSIMMON, 50 FEET SOUTH OF THE CENTER OF A PRIVATE DRIVE, 49.5
 EG1752'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 62 FEET
 EG1752'WEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK HOUSE, 1.5
 EG1752'FEET NORTH OF A POWER LINE SERVICE POLE AND PROJECTS 3 INCHES.  IT IS
 EG1752'A REFERENCE MARK DISK STAMPED FRENCH NO 2 1956.
 EG1752'
 EG1752'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 85.15 FEET.
 EG1752'
 EG1752'TO REACH THE STATION FROM THE COURTHOUSE IN OXFORD GO NORTH ON
 EG1752'STATE HIGHWAY 7 (LAMAR BLVD.) FOR 1.6 MILES TO THE JUNCTION OF STATE
 EG1752'HIGHWAY 30.  CONTINUE NORTH ON STATE HIGHWAY 7 FOR 1.7 MILES TO A
 EG1752'DRIVEWAY AND THE MARK ON THE RIGHT.
 EG1752'
 EG1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 EG1752'OXFORD.
 EG1752
 EG1752                          STATION RECOVERY (1978)
 EG1752
 EG1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 EG1752'STATION AND RMS RECOVERED AS DESCRIBED.  AZIMUTH MARK LOOKED FOR
 EG1752'BUT NOT RECOVERED.
 EG1752'
 EG1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MIS. NORTH OF
 EG1752'OXFORD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0507 ***********************************************************************
 EH0507  DESIGNATION -  FRIARS POINT II
 EH0507  PID         -  EH0507
 EH0507  STATE/COUNTY-  MS/COAHOMA
 EH0507  USGS QUAD   -  FRIARS POINT (1964)
 EH0507
 EH0507                         *CURRENT SURVEY CONTROL
 EH0507  ___________________________________________________________________
 EH0507* NAD 83(1986)-  34 22 08.     (N)    090 38 18.     (W)     SCALED    
 EH0507* NAVD 88     -        54.986  (meters)     180.40   (feet)  ADJUSTED  
 EH0507  ___________________________________________________________________
 EH0507  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0507  DYNAMIC HT  -          54.933 (meters)     180.23  (feet)  COMP
 EH0507  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH0507
 EH0507  VERT ORDER  -  FIRST     CLASS II
 EH0507
 EH0507.The horizontal coordinates were scaled from a topographic map and have
 EH0507.an estimated accuracy of +/- 6 seconds.
 EH0507
 EH0507.The orthometric height was determined by differential leveling
 EH0507.and adjusted in June 1991.
 EH0507.WARNING-Repeat measurements at this control monument indicate possible
 EH0507.vertical movement.
 EH0507
 EH0507.The geoid height was determined by GEOID03.
 EH0507
 EH0507.The dynamic height is computed by dividing the NAVD 88
 EH0507.geopotential number by the normal gravity value computed on the
 EH0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0507.degrees latitude (g = 980.6199 gals.).
 EH0507
 EH0507.The modeled gravity was interpolated from observed gravity values.
 EH0507
 EH0507;                    North         East    Units  Estimated Accuracy
 EH0507;SPC MS W     -   539,910.      671,950.      MT  (+/- 180 meters Scaled)
 EH0507
 EH0507                          SUPERSEDED SURVEY CONTROL
 EH0507
 EH0507  NGVD 29 (??/??/??)   55.040  (m)          180.58   (f) ADJUSTED    1 2
 EH0507
 EH0507.Superseded values are not recommended for survey control.
 EH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0507.See file dsdata.txt to determine how the superseded data were derived.
 EH0507
 EH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171055(NAD 83)
 EH0507_MARKER: B = BOLT
 EH0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0507_SP_SET: BUILDING
 EH0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0507
 EH0507  HISTORY     - Date     Condition        Report By
 EH0507  HISTORY     - UNK      MONUMENTED       DOD
 EH0507  HISTORY     - 1974     GOOD             NGS
 EH0507  HISTORY     - 19920123 MARK NOT FOUND   NGS
 EH0507
 EH0507                          STATION DESCRIPTION
 EH0507
 EH0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0507'IN FRIARS POINT.
 EH0507'AT FRIARS POINT, SET VERTICALLY IN THE NORTHEAST FACE OF A TWO-STORY
 EH0507'BRICK BUILDING OWNED BY J. P. LAVENA, 69 FEET NORTHWEST OF THE CENTER
 EH0507'LINE OF RIDGE ROAD, 28 FEET SOUTHWEST OF THE CENTER LINE OF COMMERCE
 EH0507'STREET, 0.8 FOOT NORTHWEST OF THE EAST CORNER OF THE BUILDING AND AT A
 EH0507'POINT WHERE THE BUILDING JOINS A ONE STORY BRICK BUILDING (NOW A
 EH0507'GROCERY STORE), 2.2 FEET ABOVE THE SIDEWALK.  1/4,SEC 20 ,T 29N, R 4W.
 EH0507
 EH0507                          STATION RECOVERY (1992)
 EH0507
 EH0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0507'THE BUILDING AT THE DESCRIBED LOCATION NO LONGER EXISTS.  ASSUMED
 EH0507'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0508 ***********************************************************************
 EH0508  DESIGNATION -  FRIARS POINT III
 EH0508  PID         -  EH0508
 EH0508  STATE/COUNTY-  MS/COAHOMA
 EH0508  USGS QUAD   -  FRIARS POINT (1964)
 EH0508
 EH0508                         *CURRENT SURVEY CONTROL
 EH0508  ___________________________________________________________________
 EH0508* NAD 83(1986)-  34 21 51.     (N)    090 38 09.     (W)     SCALED    
 EH0508* NAVD 88     -        53.703  (meters)     176.19   (feet)  POSTED    
 EH0508  ___________________________________________________________________
 EH0508  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EH0508  DYNAMIC HT  -          53.650 (meters)     176.02  (feet)  COMP
 EH0508  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EH0508
 EH0508  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EH0508
 EH0508.The horizontal coordinates were scaled from a topographic map and have
 EH0508.an estimated accuracy of +/- 6 seconds.
 EH0508
 EH0508.The orthometric height was determined by differential leveling
 EH0508.and adjusted by the  in 1992.
 EH0508.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EH0508.rate of 3.1 thru 4.0 mm/km.
 EH0508
 EH0508.The geoid height was determined by GEOID03.
 EH0508
 EH0508.The dynamic height is computed by dividing the NAVD 88
 EH0508.geopotential number by the normal gravity value computed on the
 EH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0508.degrees latitude (g = 980.6199 gals.).
 EH0508
 EH0508.The modeled gravity was interpolated from observed gravity values.
 EH0508
 EH0508;                    North         East    Units  Estimated Accuracy
 EH0508;SPC MS W     -   539,380.      672,180.      MT  (+/- 180 meters Scaled)
 EH0508
 EH0508                          SUPERSEDED SURVEY CONTROL
 EH0508
 EH0508  NGVD 29 (??/??/??)   53.793  (m)          176.49   (f) ADJUSTED    1 2
 EH0508
 EH0508.Superseded values are not recommended for survey control.
 EH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0508.See file dsdata.txt to determine how the superseded data were derived.
 EH0508
 EH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU174050(NAD 83)
 EH0508_MARKER: P = PIPE CAP
 EH0508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0508
 EH0508  HISTORY     - Date     Condition        Report By
 EH0508  HISTORY     - UNK      MONUMENTED       DOD
 EH0508  HISTORY     - 1939     GOOD             CGS
 EH0508  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0508
 EH0508                          STATION DESCRIPTION
 EH0508
 EH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0508'IN FRIARS POINT.
 EH0508'ABOUT 700 FEET EAST OF HIGH-SCHOOL AND 1000 FEET WEST OF RAILROAD
 EH0508'TRACKS.  AND ABOUT 175 EAST OF THE INTERSECTION OF YATES AVE.  AND
 EH0508'CHISULM ST. 25 FEET SOUTH OF CENTERLINE OF CHISULM ST.  32 FEET EAST
 EH0508'OF A 1 1/2 FOOT CHINABERRY TREE.  MR. ISRAEL BRNLEYS HOUSE HAS BEEN
 EH0508'TORN DOWN AND ALSO THE WALL HAS BEEN REMOVED, THE MARK IS NOW IN A
 EH0508'VACANT LOT.  MARK IS A 1 1/2 INCH IRON PIPE WITH BRASS CAP PROJECTING
 EH0508'4 INCHES ABOVE GROUND.  ESTABLISHED BY U. S. ENGINEERS.
 EH0508
 EH0508                          STATION RECOVERY (1956)
 EH0508
 EH0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EH0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2778 ***********************************************************************
 EH2778  DESIGNATION -  FRIARS POINT MUNICIPAL TANK
 EH2778  PID         -  EH2778
 EH2778  STATE/COUNTY-  MS/COAHOMA
 EH2778  USGS QUAD   -  FRIARS POINT (1964)
 EH2778
 EH2778                         *CURRENT SURVEY CONTROL
 EH2778  ___________________________________________________________________
 EH2778* NAD 83(1993)-  34 22 09.77944(N)    090 38 14.37055(W)     ADJUSTED  
 EH2778* NAVD 88     -              **(meters)            **(feet)            
 EH2778  ___________________________________________________________________
 EH2778  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2778  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH2778  HORZ ORDER  -  THIRD
 EH2778
 EH2778.The horizontal coordinates were established by classical geodetic methods
 EH2778.and adjusted by the National Geodetic Survey in May 1994.
 EH2778
 EH2778
 EH2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2778
 EH2778.The geoid height was determined by GEOID03.
 EH2778
 EH2778;                    North         East     Units Scale Factor Converg.
 EH2778;SPC MS W     -   539,961.141   672,039.277   MT  0.99995963   -0 10 17.8
 EH2778;SPC MS W     - 1,771,522.51  2,204,848.86   sFT  0.99995963   -0 10 17.8
 EH2778;SPC AR S     -   589,687.926   525,331.108   MT  0.99993550   +0 45 45.6
 EH2778;SPC AR S     - 1,934,667.80  1,723,523.81   sFT  0.99993550   +0 45 45.6
 EH2778;UTM  15      - 3,805,643.361   717,261.454   MT  1.00018187   +1 20 03.5
 EH2778
 EH2778                          SUPERSEDED SURVEY CONTROL
 EH2778
 EH2778  NAD 83(1986)-  34 22 09.78726(N)    090 38 14.36933(W) AD(       ) 4
 EH2778  NAD 27      -  34 22 09.41122(N)    090 38 13.99052(W) AD(       ) 3
 EH2778
 EH2778.Superseded values are not recommended for survey control.
 EH2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2778.See file dsdata.txt to determine how the superseded data were derived.
 EH2778
 EH2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1726105643(NAD 83)
 EH2778_MARKER: 51 = TANK
 EH2778
 EH2778  HISTORY     - Date     Condition        Report By
 EH2778  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2778
 EH2778                          STATION DESCRIPTION
 EH2778
 EH2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CFS)
 EH2778'THE STATION, FRIARS POINT MUNICIPAL TANK, IS THE APEX OF THE
 EH2778'VENT ATOP A DOME SHAPED TOP OF A CYLINDRICAL BODY WITH A
 EH2778'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TUBULAR STEEL LEGS, BLUE
 EH2778'IN COLOR AND 39.6 METERS IN HEIGHT.
 EH2778'
 EH2778'THE STATION IS LOCATED NEAR THE CENTER OF FRIARS POINT AND IS
 EH2778'OWNED BY THE CITY OF FRIARS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2780 ***********************************************************************
 EH2780  DESIGNATION -  FRIARS POINT RESET
 EH2780  PID         -  EH2780
 EH2780  STATE/COUNTY-  MS/COAHOMA
 EH2780  USGS QUAD   -  FRIARS POINT NW (1964)
 EH2780
 EH2780                         *CURRENT SURVEY CONTROL
 EH2780  ___________________________________________________________________
 EH2780* NAD 83(1993)-  34 22 34.09334(N)    090 37 52.99960(W)     ADJUSTED  
 EH2780* NAVD 88     -        54.5    (meters)     179.     (feet)  VERTCON   
 EH2780  ___________________________________________________________________
 EH2780  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EH2780  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2780  HORZ ORDER  -  SECOND
 EH2780
 EH2780.The horizontal coordinates were established by classical geodetic methods
 EH2780.and adjusted by the National Geodetic Survey in May 1994.
 EH2780
 EH2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2780
 EH2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2780
 EH2780.The geoid height was determined by GEOID03.
 EH2780
 EH2780;                    North         East     Units Scale Factor Converg.
 EH2780;SPC MS W     -   540,708.687   672,587.498   MT  0.99995926   -0 10 05.8
 EH2780;SPC MS W     - 1,773,975.08  2,206,647.48   sFT  0.99995926   -0 10 05.8
 EH2780;SPC AR S     -   590,444.295   525,867.055   MT  0.99993620   +0 45 57.6
 EH2780;SPC AR S     - 1,937,149.32  1,725,282.16   sFT  0.99993620   +0 45 57.6
 EH2780;UTM  15      - 3,806,405.229   717,789.957   MT  1.00018470   +1 20 16.4
 EH2780
 EH2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2780!SPC MS W     -   0.99999564  x   0.99995926  =   0.99995490
 EH2780!SPC AR S     -   0.99999564  x   0.99993620  =   0.99993184
 EH2780!UTM  15      -   0.99999564  x   1.00018470  =   1.00018034
 EH2780
 EH2780                          SUPERSEDED SURVEY CONTROL
 EH2780
 EH2780  NAD 83(1986)-  34 22 34.10172(N)    090 37 52.99894(W) AD(       ) 2
 EH2780  NAD 27      -  34 22 33.72900(N)    090 37 52.62500(W) AD(       ) 2
 EH2780  NGVD 29 (07/19/86)   54.6    (m)          179.     (f) VERT ANG    3  
 EH2780
 EH2780.Superseded values are not recommended for survey control.
 EH2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2780.See file dsdata.txt to determine how the superseded data were derived.
 EH2780
 EH2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1779006405(NAD 83)
 EH2780_MARKER: P = PIPE CAP
 EH2780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2780
 EH2780  HISTORY     - Date     Condition        Report By
 EH2780  HISTORY     - 1972     MONUMENTED       NGS
 EH2780
 EH2780                          STATION DESCRIPTION
 EH2780
 EH2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EH2780'THE STATION WAS VISITED 9-22-73 AND THE PIPE WAS FOUND LEANING, THE
 EH2780'PIPE WAS STRAIGHTENED UP AND PLUMBED OVER THE COPPER BOLT IN THE TILE
 EH2780'BELOW.  THIS WILL AFFECT THE ELEVATION OF THE MARK BUT MAINTAINED
 EH2780'ITS HORIZONTAL POSITION.  THE MARK IS 1055.3 FEET SOUTHEAST OF
 EH2780'STATION ADEHO 1929, 173 FEET NORTH OF THE CENTER OF THE LEVEE, 73
 EH2780'FEET NORTH OF THE TOP OF THE LEVEE, 59.5 FEET SOUTHEAST OF A 2-FOOT
 EH2780'COTTONWOOD TREE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 EH2780'0.3 MILE EAST OF THE FORKS IN THE LEVEE AND ABOUT 150 YARDS FROM
 EH2780'WHERE THE LEVEE TURNS NORTH.  IT IS A STANDARD MISSISSIPPI RIVER
 EH2780'COMMISSION PIPE AND COPPER BOLT.
 EH2780'
 EH2780'TO REACH THE MARK FROM THE WATER TANK IN FRIARS POINT, GO NORTH ON
 EH2780'LEVEE FOR 0.4 MILE TO A FORK IN THE LEVEE TURN RIGHT AND FOLLOW
 EH2780'LEVEE NORTHEAST FOR 0.3 MILE TO THE MARK ON THE LEFT.
 EH2780'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2774 ***********************************************************************
 EH2774  DESIGNATION -  FRIARS POINT WATER TANK
 EH2774  PID         -  EH2774
 EH2774  STATE/COUNTY-  MS/COAHOMA
 EH2774  USGS QUAD   -  FRIARS POINT (1964)
 EH2774
 EH2774                         *CURRENT SURVEY CONTROL
 EH2774  ___________________________________________________________________
 EH2774* NAD 83(1993)-  34 22 15.44664(N)    090 38 23.41996(W)     ADJUSTED  
 EH2774* NAVD 88     -              **(meters)            **(feet)            
 EH2774  ___________________________________________________________________
 EH2774  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EH2774  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2774  HORZ ORDER  -  THIRD
 EH2774
 EH2774.The horizontal coordinates were established by classical geodetic methods
 EH2774.and adjusted by the National Geodetic Survey in May 1994.
 EH2774
 EH2774
 EH2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2774
 EH2774.The geoid height was determined by GEOID03.
 EH2774
 EH2774;                    North         East     Units Scale Factor Converg.
 EH2774;SPC MS W     -   540,136.455   671,808.594   MT  0.99995979   -0 10 22.9
 EH2774;SPC MS W     - 1,772,097.69  2,204,092.03   sFT  0.99995979   -0 10 22.9
 EH2774;SPC AR S     -   589,859.452   525,097.604   MT  0.99993566   +0 45 40.6
 EH2774;SPC AR S     - 1,935,230.55  1,722,757.72   sFT  0.99993566   +0 45 40.6
 EH2774;UTM  15      - 3,805,812.590   717,026.192   MT  1.00018061   +1 19 58.6
 EH2774
 EH2774                          SUPERSEDED SURVEY CONTROL
 EH2774
 EH2774  NAD 83(1986)-  34 22 15.45476(N)    090 38 23.41954(W) AD(       ) 4
 EH2774  NAD 27      -  34 22 15.08506(N)    090 38 23.04373(W) AD(       ) 3
 EH2774
 EH2774.Superseded values are not recommended for survey control.
 EH2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2774.See file dsdata.txt to determine how the superseded data were derived.
 EH2774
 EH2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1702605813(NAD 83)
 EH2774_MARKER: 51 = TANK
 EH2774
 EH2774  HISTORY     - Date     Condition        Report By
 EH2774  HISTORY     - 1929     FIRST OBSERVED   CGS
 EH2774  HISTORY     - 1935     GOOD             CGS
 EH2774  HISTORY     - 1953     GOOD             CGS
 EH2774  HISTORY     - 1965     GOOD             CGS
 EH2774  HISTORY     - 1973     GOOD             MSHD
 EH2774
 EH2774                          STATION DESCRIPTION
 EH2774
 EH2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EH2774'WATER TANK IS IN CENTRAL W PART OF TOWN OF FRIARS POINT, STILL
 EH2774'STANDING IN ORIGINAL POSITION.
 EH2774
 EH2774                          STATION RECOVERY (1953)
 EH2774
 EH2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2774'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF TOWN JUST
 EH2774'SOUTH OF THE LEVEE.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 EH2774'A TANK WITH A CONICAL SHAPED ROOF AND HAS AN OVERALL HEIGHT
 EH2774'OF APPROXIMATELY 100 FEET.
 EH2774'
 EH2774'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 EH2774'
 EH2774'PROBABLY THE SAME STATION AS LOCATED IN 1929.
 EH2774
 EH2774                          STATION RECOVERY (1965)
 EH2774
 EH2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2774'THE STATION WAS RECOVERED, NO PREVIOUS DESCRIPTION AVAILABLE.
 EH2774'A NEW DESCRIPTION FOLLOWS.
 EH2774'
 EH2774'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE CITY
 EH2774'HALL IN THE WEST EDGE OF FRIARS POINT.  IT IS A 4 LEGGED SELF
 EH2774'SUPPORTED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND
 EH2774'FRIARS POINT ON THE EAST AND WEST SIDES.  THE OVERALL HEIGHT IS
 EH2774'ABOUT 100 FEET.
 EH2774
 EH2774                          STATION RECOVERY (1973)
 EH2774
 EH2774'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 EH2774'THE STATION WAS VISITED 1-10-73 AND WAS FOUND IN GOOD CONDITION.
 EH2774'THE STATION IS LOCATED NEAR THE NW CORNER OF THE CITY HALL IN FRIARS
 EH2774'POINT NEAR THE CENTER OF THE WEST EDGE OF TOWN AND JUST EAST OF A
 EH2774'LEVEE.  THE STATION IS THE BALL ON THE APEX OF AN ELEVATED TANK
 EH2774'SUPPORTED BY FOUR LATTICE STEEL LEGS SILVER IN COLOR WITH THE
 EH2774'WORDS FRIARS POINT IN BLACK LETTERS ON THE EAST AND WEST SIDE AND
 EH2774'IS ABOUT 140 FEET HIGH.
 EH2774'
 EH2774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FRIARS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2483 ***********************************************************************
 BW2483  DESIGNATION -  FT ADAMS
 BW2483  PID         -  BW2483
 BW2483  STATE/COUNTY-  MS/WILKINSON
 BW2483  USGS QUAD   -  FORT ADAMS (1965)
 BW2483
 BW2483                         *CURRENT SURVEY CONTROL
 BW2483  ___________________________________________________________________
 BW2483* NAD 83(1993)-  31 04 57.80991(N)    091 31 16.06437(W)     ADJUSTED  
 BW2483* NAVD 88     -       134.2    (meters)     440.     (feet)  VERTCON   
 BW2483  ___________________________________________________________________
 BW2483  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BW2483  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW2483  HORZ ORDER  -  FIRST
 BW2483
 BW2483.The horizontal coordinates were established by classical geodetic methods
 BW2483.and adjusted by the National Geodetic Survey in May 1994.
 BW2483
 BW2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2483
 BW2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2483
 BW2483.The geoid height was determined by GEOID03.
 BW2483
 BW2483;                    North         East     Units Scale Factor Converg.
 BW2483;SPC MS W     -   176,054.591   586,660.345   MT  1.00010840   -0 36 47.9
 BW2483;SPC MS W     -   577,605.77  1,924,734.82   sFT  1.00010840   -0 36 47.9
 BW2483;UTM  15      - 3,439,710.036   641,067.335   MT  0.99984547   +0 45 49.1
 BW2483
 BW2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2483!SPC MS W     -   0.99998317  x   1.00010840  =   1.00009157
 BW2483!UTM  15      -   0.99998317  x   0.99984547  =   0.99982864
 BW2483
 BW2483|---------------------------------------------------------------------|
 BW2483| PID    Reference Object                     Distance      Geod. Az  |
 BW2483|                                                           dddmmss.s |
 BW2483| CY3611 FT ADAMS RM 2                        25.238 METERS 00511     |
 BW2483| BW2466 FERGUSON                            APPROX. 9.3 KM 1261217.0 |
 BW2483| CY3610 FT ADAMS RM 1                        17.409 METERS 17301     |
 BW2483| BW2484 SHAW USE OLD RIVER RAD MAST         APPROX. 7.6 KM 2652124.8 |
 BW2483|---------------------------------------------------------------------|
 BW2483
 BW2483                          SUPERSEDED SURVEY CONTROL
 BW2483
 BW2483  NAD 83(1993)-  31 04 57.81009(N)    091 31 16.06711(W) AD(       ) 1
 BW2483  NAD 83(1986)-  31 04 57.82652(N)    091 31 16.05815(W) AD(       ) 1
 BW2483  NAD 27      -  31 04 57.20295(N)    091 31 15.64586(W) AD(       ) 1
 BW2483  NGVD 29 (07/19/86)  134.2    (m)          440.     (f) VERT ANG    3  
 BW2483
 BW2483.Superseded values are not recommended for survey control.
 BW2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2483.See file dsdata.txt to determine how the superseded data were derived.
 BW2483
 BW2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4106739710(NAD 83)
 BW2483_MARKER: DS = TRIANGULATION STATION DISK
 BW2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2483+STABILITY: SURFACE MOTION
 BW2483
 BW2483  HISTORY     - Date     Condition        Report By
 BW2483  HISTORY     - 1977     MONUMENTED       NGS
 BW2483
 BW2483                          STATION DESCRIPTION
 BW2483
 BW2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 BW2483'THE STATION IS LOCATED ABOUT 13 MILES WEST OF WOODVILLE,
 BW2483'3-1/2 MILES EAST OF THE MISSISSIPPI RIVER, 1-1/2 MILES EAST OF
 BW2483'FT ADAMS AND ON PROPERTY OWNED BY THE WILKINSON COUNTY SCHOOL.
 BW2483'
 BW2483'TO REACH THE STATION FROM THE POST OFFICE IN FT ADAMS WHICH IS
 BW2483'ABOUT 13 MILES WEST OF WOODVILLE, GO NORTHEAST ON STATE HIGHWAY
 BW2483'24 FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 BW2483'NORTHEASTLY ON A GRAVELED ROAD FOR 0.55 MILE TO A FORK.  TAKE THE
 BW2483'RIGHT FORK, CROSSING OVER A BRIDGE AND CONTINUE SOUTHEASTLY FOR
 BW2483'1.0 MILE TO A REVERSE FORK.  TURN LEFT ON GRAVELED ROAD AND GO
 BW2483'0.45 MILE TO TOP OF GRADE AND A TRACK ROAD ON THE LEFT.  TURN
 BW2483'LEFT ON THE TRACK ROAD AND GO NORTHEAST FOR ABOUT 100 YARDS TO
 BW2483'A FORK.  TAKE THE LEFT FORK NORTH FOR ABOUT 50 FEET TO A
 BW2483'14-INCH TRIANGULAR BLAZED ELM TREE ON THE LEFT AND THE STATION,
 BW2483'AS DESCRIBED.
 BW2483'
 BW2483'STATION MARKS ARE STANDARD DISKS STAMPED---FT ADAMS 1977---.
 BW2483'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BW2483'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES ABOVE THE GROUND
 BW2483'SURFACE.  IT IS 17.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 BW2483'16.5 FEET NORTH OF A 14-INCH TRIANGULAR BLAZED TREE AND 13.5
 BW2483'FEET WEST OF A CUT BANK.
 BW2483'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BW2483'44 INCHES BELOW THE GROUND SURFACE.
 BW2483'
 BW2483'REFERENCE MARK 1, A STANDARD DISK STAMPED---FT ADAMS NO 1
 BW2483'1977---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2483'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 BW2483'IT IS 41.0 FEET SOUTH-SOUTHWEST OF A THE 14-INCH TRIANGULAR
 BW2483'BLAZED TREE, 7.0 FEET WEST OF A CUT BANK AND 2.2 FEET NORTH
 BW2483'OF A METAL WITNESS POST.
 BW2483'
 BW2483'REFERENCE MARK 2, A STANDARD DISK STAMPED---FT ADAMS NO 2
 BW2483'1977---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BW2483'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 BW2483'IS 10.0 FEET WEST-SOUTHWEST OF THE TRACK ROAD, 2.5 FEET SOUTH
 BW2483'OF A 6-INCH TREE AND 2.0 FEET SOUTHEAST OF A METAL WITNESS
 BW2483'POST.
 BW2483'
 BW2483'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 BW2483'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND THE
 BW2483'TERRAIN.
 BW2483'
 BW2483'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0282 ***********************************************************************
 EG0282  DESIGNATION -  FULTON
 EG0282  PID         -  EG0282
 EG0282  STATE/COUNTY-  MS/ITAWAMBA
 EG0282  USGS QUAD   -  FULTON (1992)
 EG0282
 EG0282                         *CURRENT SURVEY CONTROL
 EG0282  ___________________________________________________________________
 EG0282* NAD 83(1986)-  34 16 25.     (N)    088 24 30.     (W)     SCALED    
 EG0282* NAVD 88     -       104.279  (meters)     342.12   (feet)  ADJUSTED  
 EG0282  ___________________________________________________________________
 EG0282  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0282  DYNAMIC HT  -         104.174 (meters)     341.78  (feet)  COMP
 EG0282  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 EG0282
 EG0282  VERT ORDER  -  SECOND    CLASS 0
 EG0282
 EG0282.The horizontal coordinates were scaled from a topographic map and have
 EG0282.an estimated accuracy of +/- 6 seconds.
 EG0282
 EG0282.The orthometric height was determined by differential leveling
 EG0282.and adjusted in June 1991.
 EG0282
 EG0282.The geoid height was determined by GEOID03.
 EG0282
 EG0282.The dynamic height is computed by dividing the NAVD 88
 EG0282.geopotential number by the normal gravity value computed on the
 EG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0282.degrees latitude (g = 980.6199 gals.).
 EG0282
 EG0282.The modeled gravity was interpolated from observed gravity values.
 EG0282
 EG0282;                    North         East    Units  Estimated Accuracy
 EG0282;SPC MS E     -   529,380.      339,140.      MT  (+/- 180 meters Scaled)
 EG0282
 EG0282                          SUPERSEDED SURVEY CONTROL
 EG0282
 EG0282  NGVD 29 (??/??/92)  104.21   (m)          341.9    (f) COMPUTED    2 0
 EG0282
 EG0282.Superseded values are not recommended for survey control.
 EG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0282.See file dsdata.txt to determine how the superseded data were derived.
 EG0282
 EG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC703933(NAD 83)
 EG0282_MARKER: DB = BENCH MARK DISK
 EG0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0282_SP_SET: CURB
 EG0282_STAMPING: FULTON 1934
 EG0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0282
 EG0282  HISTORY     - Date     Condition        Report By
 EG0282  HISTORY     - 1934     MONUMENTED       CGS
 EG0282  HISTORY     - 1934     GOOD             NGS
 EG0282  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0282  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0282
 EG0282                          STATION DESCRIPTION
 EG0282
 EG0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EG0282'IN FULTON.
 EG0282'AT FULTON.  ALONG MAIN STREET IN NORTHEAST CORNER OF COURT HOUSE YARD.
 EG0282'SET IN SOUTH CURB OF MAIN STREET, 30 FEET WEST FROM WEST CURB OF
 EG0282'GAITHER STREET.  STANDARD DISK SET IN CONCRETE CURB.
 EG0282
 EG0282                          STATION RECOVERY (1964)
 EG0282
 EG0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0282'MARK NOT FOUND.
 EG0282
 EG0282                          STATION RECOVERY (1979)
 EG0282
 EG0282'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1548 ***********************************************************************
 EG1548  DESIGNATION -  FULTON MUNICIPAL TANK
 EG1548  PID         -  EG1548
 EG1548  STATE/COUNTY-  MS/ITAWAMBA
 EG1548  USGS QUAD   -  FULTON (1992)
 EG1548
 EG1548                         *CURRENT SURVEY CONTROL
 EG1548  ___________________________________________________________________
 EG1548* NAD 83(1993)-  34 16 29.28414(N)    088 24 31.35410(W)     ADJUSTED  
 EG1548* NAVD 88     -              **(meters)            **(feet)            
 EG1548  ___________________________________________________________________
 EG1548  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 EG1548  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG1548  HORZ ORDER  -  THIRD
 EG1548
 EG1548.The horizontal coordinates were established by classical geodetic methods
 EG1548.and adjusted by the National Geodetic Survey in May 1994.
 EG1548
 EG1548
 EG1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1548
 EG1548.The geoid height was determined by GEOID03.
 EG1548
 EG1548;                    North         East     Units Scale Factor Converg.
 EG1548;SPC MS E     -   529,509.572   339,100.187   MT  0.99996884   +0 14 20.9
 EG1548;SPC MS E     - 1,737,232.65  1,112,531.20   sFT  0.99996884   +0 14 20.9
 EG1548;UTM  16      - 3,793,523.937   370,324.327   MT  0.99980728   -0 47 36.4
 EG1548
 EG1548                          SUPERSEDED SURVEY CONTROL
 EG1548
 EG1548  NAD 83(1993)-  34 16 29.28938(N)    088 24 31.35306(W) AD(       ) 4
 EG1548  NAD 83(1986)-  34 16 29.29405(N)    088 24 31.35162(W) AD(       ) 4
 EG1548  NAD 27      -  34 16 28.91500(N)    088 24 31.18800(W) AD(       ) 3
 EG1548
 EG1548.Superseded values are not recommended for survey control.
 EG1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1548.See file dsdata.txt to determine how the superseded data were derived.
 EG1548
 EG1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7032493524(NAD 83)
 EG1548_MARKER: 53 = ELEVATED TANK
 EG1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1548+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 EG1548
 EG1548  HISTORY     - Date     Condition        Report By
 EG1548  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1548  HISTORY     - 1962     GOOD             MSHD
 EG1548  HISTORY     - 1978     GOOD             MSHD
 EG1548  HISTORY     - 20041019 GOOD             INDIV
 EG1548
 EG1548                          STATION DESCRIPTION
 EG1548
 EG1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1548'THE STATION IS LOCATED IN THE MID-NORTHERN SECTION OF FULTON.
 EG1548'
 EG1548'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 75 FEET HIGH, AND PAINTED
 EG1548'SILVER WITH THE NAME
 EG1548'FULTON APPEARING ON ITS SIDE.
 EG1548'
 EG1548'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 EG1548
 EG1548                          STATION RECOVERY (1962)
 EG1548
 EG1548'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1548'THE STATION WAS VISITED 5 - 3 - 62 AND FOUND IN GOOD CONDITION.  THE
 EG1548'1950 DESCRIPTION IS
 EG1548'ADEQUATE.
 EG1548
 EG1548                          STATION RECOVERY (1978)
 EG1548
 EG1548'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1548'THE STATION SITE WAS VISITED 11-29-78 AND WAS FOUND TO BE STANDING
 EG1548'AND IN GOOD CONDITION.  THE 1950 LOCAL DESCRIPTION WAS FOUND TO BE
 EG1548'CORRECT EXCEPT THE TANK IS NOW A TANCOLOR.
 EG1548'
 EG1548'THE STATION IS LOCATED 1 BLOCK NORTH OF COURTHOUSE IN FULTON
 EG1548'OPPOSITE AND ACROSS NORTH CUMMINS FROM THE POST OFFICE.
 EG1548'
 EG1548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FULTON.
 EG1548
 EG1548                          STATION RECOVERY (2004)
 EG1548
 EG1548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DAP)
 EG1548'THE STATION SITE WAS VISITED 10-19-2004 AND WAS FOUND TO BE IN GOOD
 EG1548'CONDITION.  THE DESCRIPTION IS CORRECT EXCEPT THE TANK IS NOW WHITE IN
 EG1548'COLOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1875 ***********************************************************************
 DK1875  DESIGNATION -  FURR
 DK1875  PID         -  DK1875
 DK1875  STATE/COUNTY-  MS/SHARKEY
 DK1875  USGS QUAD   -  DELTA CITY (1968)
 DK1875
 DK1875                         *CURRENT SURVEY CONTROL
 DK1875  ___________________________________________________________________
 DK1875* NAD 83(1993)-  33 03 37.05566(N)    090 45 22.74230(W)     ADJUSTED  
 DK1875* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 DK1875  ___________________________________________________________________
 DK1875  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DK1875  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK1875  HORZ ORDER  -  FIRST
 DK1875
 DK1875.The horizontal coordinates were established by classical geodetic methods
 DK1875.and adjusted by the National Geodetic Survey in May 1994.
 DK1875
 DK1875.The orthometric height was scaled from a topographic map.
 DK1875
 DK1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1875
 DK1875.The geoid height was determined by GEOID03.
 DK1875
 DK1875;                    North         East     Units Scale Factor Converg.
 DK1875;SPC MS W     -   394,805.392   660,499.525   MT  0.99996923   -0 13 50.7
 DK1875;SPC MS W     - 1,295,290.69  2,166,988.86   sFT  0.99996923   -0 13 50.7
 DK1875;UTM  15      - 3,660,209.228   709,474.658   MT  1.00014106   +1 13 27.9
 DK1875
 DK1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1875!SPC MS W     -   0.99999927  x   0.99996923  =   0.99996850
 DK1875!UTM  15      -   0.99999927  x   1.00014106  =   1.00014033
 DK1875
 DK1875|---------------------------------------------------------------------|
 DK1875| PID    Reference Object                     Distance      Geod. Az  |
 DK1875|                                                           dddmmss.s |
 DK1875| CY6074 FURR RM 1                            26.390 METERS 12839     |
 DK1875| CP2809 WIDOW                               APPROX. 9.8 KM 1815242.8 |
 DK1875| CP2806 ANGUILLA MUNICIPAL TANK             APPROX.11.6 KM 2150530.0 |
 DK1875| DK1876 DELTA CITY METHODIST CHURCH         APPROX. 3.7 KM 2934528.5 |
 DK1875| CY6073 FURR AZ MK                                         3084938.2 |
 DK1875| CY6075 FURR RM 2                            22.674 METERS 33849     |
 DK1875|---------------------------------------------------------------------|
 DK1875
 DK1875                          SUPERSEDED SURVEY CONTROL
 DK1875
 DK1875  NAD 83(1986)-  33 03 37.06770(N)    090 45 22.73702(W) AD(       ) 1
 DK1875  NAD 27      -  33 03 36.61880(N)    090 45 22.38480(W) AD(       ) 1
 DK1875
 DK1875.Superseded values are not recommended for survey control.
 DK1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1875.See file dsdata.txt to determine how the superseded data were derived.
 DK1875
 DK1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0947560209(NAD 83)
 DK1875_MARKER: DS = TRIANGULATION STATION DISK
 DK1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1875
 DK1875  HISTORY     - Date     Condition        Report By
 DK1875  HISTORY     - 1958     MONUMENTED       CGS
 DK1875  HISTORY     - 1968     GOOD             USGS
 DK1875  HISTORY     - 1970     GOOD             NGS
 DK1875
 DK1875                          STATION DESCRIPTION
 DK1875
 DK1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DK1875'STATION IS ABOUT 9 MILES SOUTHEAST OF HOLLANDALE, 8 MILES
 DK1875'NORTHEAST OF ANGUILLA, 3-3/4 MILES WEST OF THE SUNFLOWER RIVER,
 DK1875'2 MILES EAST-SOUTHEAST OF DELTA CITY, IN THE NORTHEAST 1/4
 DK1875'OF SECTION 13, T 14 N, R 6 W AND ON PROPERTY OWNED BY D.M.
 DK1875'FURR.
 DK1875'
 DK1875'REACHED FROM THE POST OFFICE IN DELTA CITY BY GOING EAST ON
 DK1875'A PAVED ROAD FOR 1.0 MILE TO A FORK, BEAR RIGHT AND CONTINUE
 DK1875'SOUTHEASTERLY FOR 0.45 MILE TO THE AZIMUTH MARK AND A SIDE
 DK1875'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 DK1875'FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 DK1875'EASTERLY ON A GRADED ROAD FOR 0.75 MILE TO A DRIVEWAY LEADING
 DK1875'NORTH TO THE D.M. FURR HOUSE, TURN LEFT AND GO NORTHERLY FOR
 DK1875'0.05 MILE TO THE HOUSE, TURN SHARP RIGHT AND GO SOUTHERLY FOR
 DK1875'ABOUT 200 YARDS TO A BARN AND THE STATION ON THE RIGHT.
 DK1875'
 DK1875'STATION MARKS ARE STANDARD DISKS, STAMPED FURR 1958.  SURFACE
 DK1875'MARK IS SET IN A 11-INCH SQUARE CONCRETE POST FLUSH WITH
 DK1875'THE GROUND SURFACE.  IT IS 180.2 FEET SOUTHWEST OF A TRANSFORMER
 DK1875'POLE, 122.8 FEET NORTHWEST OF A POWERLINE POLE, 86 FEET
 DK1875'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 85 FEET NORTH
 DK1875'OF AN EAST-WEST BARN LOT FENCE AND 23 FEET SOUTHWEST OF A
 DK1875'NORTHWEST AND SOUTHEAST BARN LOT FENCE.
 DK1875'
 DK1875'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FURR NO 1 1958,
 DK1875'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 DK1875'IT IS 48 FEET WEST OF THE POWERLINE POLE AND 9 FEET NORTHWEST
 DK1875'OF THE BARN LOT FENCE CORNER.
 DK1875'
 DK1875'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FURR NO 2 1958,
 DK1875'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DK1875'IT IS 109 FEET SOUTHWEST OF THE TRANSFORMER POLE AND 12 FEET
 DK1875'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN.
 DK1875'
 DK1875'AZIMUTH MARK IS A STANDARD DISK, STAMPED FURR 1958, SET IN
 DK1875'AN 11-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 DK1875'34 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 41 FEET SOUTH
 DK1875'OF THE CENTER OF THE PAVED ROAD, 3 FEET SOUTHEAST OF A TELEPHONE
 DK1875'LINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 DK1875'SOUTH OF THE MARK.
 DK1875'
 DK1875'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1875
 DK1875                          STATION RECOVERY (1968)
 DK1875
 DK1875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK1875'NOT FOUND--STATION MARK AND R.M. 2 SEARCHED FOR BUT NOT
 DK1875'FOUND.  THEY ARE POSSIBLY COVERED AS THEY ARE NOW LOCATED
 DK1875'IN A CULTIVATED FIELD.  R.M. 1 IS OK AS DESCRIBED.  AZI MK IS OK
 DK1875'AS DESCRIBED EXCEPT THAT WITNESS POST IS GONE.
 DK1875'
 DK1875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 DK1875'9 MILES S.E. OF HELLANDALE
 DK1875
 DK1875                          STATION RECOVERY (1970)
 DK1875
 DK1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DK1875'THE STATION WAS VISITED 8-27-70 AND THE STATION MARK WAS FOUND
 DK1875'WITH THE DISK MISSING.  THE SURFACE MARK WAS PULLED, A NEW
 DK1875'DISK DRILLED IN THE TOP OF THE MONUMENT AND RESET OVER THE
 DK1875'UNDERGROUND MARK WHICH WAS FOUND IN GOOD CONDITION.  THE
 DK1875'AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 DK1875'GOOD CONDITION.  A DIFFERENCE OF 7 MINUTES AND 46 SECONDS WAS
 DK1875'FOUND IN THE ANGLE BETWEEN THE REFERENCE MARKS, HOWEVER THE
 DK1875'MEASUREMENTS TO THE MARKS CHECKED GOOD.  THE AZIMUTH MARK WAS
 DK1875'OBSTRUCTED AT THIS DATE BY A FIELD OF SOY BEANS AND WEEDS.
 DK1875'A NEW DESCRIPTION FOLLOW.
 DK1875'
 DK1875'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF DELTA CITY, 7.3
 DK1875'MILES NORTHEAST OF ANGUILLA, 9 MILES SOUTHEAST OF HOLLANDALE,
 DK1875'3.5 MILES WEST OF THE SUNFLOWER RIVER, IN A FIELD JUST SOUTH
 DK1875'OF A BARN ON LAND OWNED BY MR. D.M. FURR.  IT IS IN THE NORTHWEST
 DK1875'1/4 OF SEC. 18, T 14 N, R 5 W., 180 FEET SSE OF A UTILITY POLE,
 DK1875'NO. 13 AND 123 FEET NW OF UTILITY POLE NO. 14, 76.5 FEET
 DK1875'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 72 FEET SOUTHWEST
 DK1875'OF A POWER POLE, 79.5 FEET NNW OF A FENCE AND 1 FOOT EAST OF A
 DK1875'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK,
 DK1875'STAMPED FURR 1958 1970, FLUSH WITH THE GROUND.
 DK1875'
 DK1875'REFERENCE MARK NO. 1 IS 86.59 FEET SOUTHEAST OF THE STATION,
 DK1875'48 FEET WEST OF UTILITY POLE NO. 14, 9 FEET NORTHWEST OF AN
 DK1875'ABANDONDED FENCE CORNER AND 1 FOOT NORTHEAST OF A METAL WITNESS
 DK1875'POST.  IT IS A REFERENCE MARK DISK, STAMPED FURR NO 1 1958,
 DK1875'PROJECTING 8 INCHES.
 DK1875'
 DK1875'REFERENCE MARK NO. 2 IS 74.38 FEET NORTH-NORTHWEST OF THE
 DK1875'STATION.  IT IS 108.5 FEET SOUTHEAST OF UTILITY POLE NO. 13,
 DK1875'56 FEET SOUTHWEST OF A POWER LINE, 2 FEET SOUTHEAST OF THE
 DK1875'SOUTHEAST CORNER OF THE BARN AND 1 FOOT SOUTHWEST OF A METAL
 DK1875'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED FURR NO 2
 DK1875'1958, PROJECTING 2 INCHES.
 DK1875'
 DK1875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 DK1875'U.S. HIGHWAY 61 IN ANGUILLA, GO NORTH OF U.S. HIGHWAY 61 FOR
 DK1875'5.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 434, TURN RIGHT
 DK1875'AND GO EAST ON STATE HIGHWAY 434 FOR 4.0 MILES TO A CROSSROAD
 DK1875'AND THE POST OFFICE OF DELTA CITY, CONTINUED EAST ON A BLACK TOP
 DK1875'ROAD FOR 1.6 MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON
 DK1875'THE RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.15
 DK1875'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON A GRAVELED
 DK1875'ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT.
 DK1875'
 DK1875'THE AZIMUTH MARK IS 1.0 MILE NORTHWEST OF THE STATION.  IT IS
 DK1875'36 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 29 FEET
 DK1875'WEST OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET SOUTHEAST
 DK1875'OF A UTILITY POLE NO. 127 AND 1 FOOT SOUTH OF A METAL WITNESS
 DK1875'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED FURR 1958 1970,
 DK1875'FLUSH WITH THE GROUND.
 DK1875'
 DK1875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.3 MILES
 DK1875'NE OF ANGUILLA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0541 ***********************************************************************
 EH0541  DESIGNATION -  G
 EH0541  PID         -  EH0541
 EH0541  STATE/COUNTY-  MS/COAHOMA
 EH0541  USGS QUAD   -  COAHOMA (1964)
 EH0541
 EH0541                         *CURRENT SURVEY CONTROL
 EH0541  ___________________________________________________________________
 EH0541* NAD 83(1986)-  34 16 28.     (N)    090 32 39.     (W)     SCALED    
 EH0541* NAVD 88     -        53.511  (meters)     175.56   (feet)  ADJUSTED  
 EH0541  ___________________________________________________________________
 EH0541  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EH0541  DYNAMIC HT  -          53.459 (meters)     175.39  (feet)  COMP
 EH0541  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 EH0541
 EH0541  VERT ORDER  -  FIRST     CLASS II
 EH0541
 EH0541.The horizontal coordinates were scaled from a topographic map and have
 EH0541.an estimated accuracy of +/- 6 seconds.
 EH0541
 EH0541.The orthometric height was determined by differential leveling
 EH0541.and adjusted in June 1991.
 EH0541.WARNING-Repeat measurements at this control monument indicate possible
 EH0541.vertical movement.
 EH0541
 EH0541.The geoid height was determined by GEOID03.
 EH0541
 EH0541.The dynamic height is computed by dividing the NAVD 88
 EH0541.geopotential number by the normal gravity value computed on the
 EH0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0541.degrees latitude (g = 980.6199 gals.).
 EH0541
 EH0541.The modeled gravity was interpolated from observed gravity values.
 EH0541
 EH0541;                    North         East    Units  Estimated Accuracy
 EH0541;SPC MS W     -   529,410.      680,590.      MT  (+/- 180 meters Scaled)
 EH0541
 EH0541                          SUPERSEDED SURVEY CONTROL
 EH0541
 EH0541  NGVD 29 (??/??/??)   53.567  (m)          175.74   (f) ADJUSTED    1 2
 EH0541
 EH0541.Superseded values are not recommended for survey control.
 EH0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0541.See file dsdata.txt to determine how the superseded data were derived.
 EH0541
 EH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT260953(NAD 83)
 EH0541_MARKER: DB = BENCH MARK DISK
 EH0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0541_STAMPING: G 1933
 EH0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0541+STABILITY: SURFACE MOTION
 EH0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0541+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0541
 EH0541  HISTORY     - Date     Condition        Report By
 EH0541  HISTORY     - 1933     MONUMENTED       CGS
 EH0541  HISTORY     - 1973     GOOD             MSHD
 EH0541  HISTORY     - 20030623 GOOD             USACE
 EH0541  HISTORY     - 20080130 GOOD             MSDOT
 EH0541
 EH0541                          STATION DESCRIPTION
 EH0541
 EH0541'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0541'5 MI NE FROM CLARKSDALE.
 EH0541'THE MARK IS LOCATED 5 MILES NE OF THE COURTHOUSE IN CLARKSDALE ON THE
 EH0541'EAST ROW OF THE ICRR TRACK IN THE SE ANGLE OF A ROAD CROSSING AT
 EH0541'CLOVER HILL, 3.7 MILES NORTH OF THE POST OFFICE AT LYON IN THE NE 1/4
 EH0541'OF SECTION 30, T 28N, T 3W.  IT IS 97 FEET SOUTH OF THE CENTER OF A
 EH0541'BLACK TOP ROAD, 38 FEET WEST OF THE CENTER OF ANOTHER BLACK TOP ROAD,
 EH0541'35 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 20.5 FEET EAST OF THE
 EH0541'EAST RAIL OF A SIDE TRACK.  176 FEET SW OF THE SW CORNER OF THE PORCH
 EH0541'OF A LARGE FRAME STORE BUILDING, 67.5 FEET SOUTH OF A POWER POLE, 69
 EH0541'FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A ROW OF POLES, 1 FOOT
 EH0541'WEST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE
 EH0541'CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 EH0541'WITH THE GROUND.
 EH0541
 EH0541                          STATION RECOVERY (2003)
 EH0541
 EH0541'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0541'RECOVERED IN GOOD CONDITION.
 EH0541
 EH0541                          STATION RECOVERY (2008)
 EH0541
 EH0541'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0297 ***********************************************************************
 BW0297  DESIGNATION -  G 10
 BW0297  PID         -  BW0297
 BW0297  STATE/COUNTY-  MS/WALTHALL
 BW0297  USGS QUAD   -  HOLMESVILLE (1972)
 BW0297
 BW0297                         *CURRENT SURVEY CONTROL
 BW0297  ___________________________________________________________________
 BW0297* NAD 83(1986)-  31 10 10.     (N)    090 15 45.     (W)     SCALED    
 BW0297* NAVD 88     -        85.82   (+/-2cm)     281.6    (feet)  VERTCON   
 BW0297  ___________________________________________________________________
 BW0297  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BW0297  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0297
 BW0297.The horizontal coordinates were scaled from a topographic map and have
 BW0297.an estimated accuracy of +/- 6 seconds.
 BW0297
 BW0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0297.The vertical order pertains to the NGVD 29 superseded value.
 BW0297
 BW0297.The geoid height was determined by GEOID03.
 BW0297
 BW0297;                    North         East    Units  Estimated Accuracy
 BW0297;SPC MS W     -   185,060.      706,750.      MT  (+/- 180 meters Scaled)
 BW0297
 BW0297                          SUPERSEDED SURVEY CONTROL
 BW0297
 BW0297  NGVD 29 (??/??/??)   85.837  (m)          281.62   (f) ADJUSTED    1 2
 BW0297
 BW0297.Superseded values are not recommended for survey control.
 BW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0297.See file dsdata.txt to determine how the superseded data were derived.
 BW0297
 BW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ609516(NAD 83)
 BW0297_MARKER: DB = BENCH MARK DISK
 BW0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0297_STAMPING: G 10 1934 281.640
 BW0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0297+STABILITY: SURFACE MOTION
 BW0297
 BW0297  HISTORY     - Date     Condition        Report By
 BW0297  HISTORY     - 1934     MONUMENTED       CGS
 BW0297  HISTORY     - 1968     GOOD             MSHD
 BW0297
 BW0297                          STATION DESCRIPTION
 BW0297
 BW0297'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0297'8.0 MI NW FROM TYLERTOWN.
 BW0297'THE MARK IS LOCATED 8.0 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0297'TYLERTOWN IN THE SOUTHEAST ANGLE OF THE CROSSING OF THE FERNWOOD,
 BW0297'COLUMBIA AND GULF RAILROAD TRACK NEAR THE CENTER OF THE EAST SIDE OF
 BW0297'SECTION 2, T 2N, R 9E.  IT IS 61 FEET SOUTHEAST OF THE CENTER OF THE
 BW0297'CROSSING, 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET NORTHEAST
 BW0297'OF THE CENTER OF A BLACKTOP ROAD, 7 FEET EAST OF TELEPHONE POLE NO.
 BW0297'461, 6 FEET NORTH-NORTHWEST OF A RAILROAD STOP SIGN, 1 FOOT SOUTHWEST
 BW0297'OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE
 BW0297'POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.
 BW0297'NOTE-- TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S.
 BW0297'HIGHWAY 98 FOR 9.1 MILES TO A CROSSROADS.  TURN LEFT (SOUTHEAST) AND
 BW0297'CONTINUE ON A BLACKTOP ROAD FOR 0.6 MILE TO A RAILROAD CROSSING AND
 BW0297'THE MARK ON THE LEFT AS DESCIRBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0709 ***********************************************************************
 CO0709  DESIGNATION -  G 100
 CO0709  PID         -  CO0709
 CO0709  STATE/COUNTY-  MS/LEAKE
 CO0709  USGS QUAD   -  RENFROE (1989)
 CO0709
 CO0709                         *CURRENT SURVEY CONTROL
 CO0709  ___________________________________________________________________
 CO0709* NAD 83(1986)-  32 46 56.     (N)    089 25 21.     (W)     SCALED    
 CO0709* NAVD 88     -       120.099  (meters)     394.02   (feet)  ADJUSTED  
 CO0709  ___________________________________________________________________
 CO0709  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CO0709  DYNAMIC HT  -         119.964 (meters)     393.58  (feet)  COMP
 CO0709  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CO0709
 CO0709  VERT ORDER  -  SECOND    CLASS 0
 CO0709
 CO0709.The horizontal coordinates were scaled from a topographic map and have
 CO0709.an estimated accuracy of +/- 6 seconds.
 CO0709
 CO0709.The orthometric height was determined by differential leveling
 CO0709.and adjusted in June 1991.
 CO0709
 CO0709.The geoid height was determined by GEOID03.
 CO0709
 CO0709.The dynamic height is computed by dividing the NAVD 88
 CO0709.geopotential number by the normal gravity value computed on the
 CO0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0709.degrees latitude (g = 980.6199 gals.).
 CO0709
 CO0709.The modeled gravity was interpolated from observed gravity values.
 CO0709
 CO0709;                    North         East    Units  Estimated Accuracy
 CO0709;SPC MS E     -   364,040.      244,810.      MT  (+/- 180 meters Scaled)
 CO0709
 CO0709                          SUPERSEDED SURVEY CONTROL
 CO0709
 CO0709  NGVD 29 (??/??/92)  120.118  (m)          394.09   (f) ADJ UNCH    2 0
 CO0709
 CO0709.Superseded values are not recommended for survey control.
 CO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0709.See file dsdata.txt to determine how the superseded data were derived.
 CO0709
 CO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB731297(NAD 83)
 CO0709_MARKER: DB = BENCH MARK DISK
 CO0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0709_STAMPING: G 100 1935
 CO0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0709+STABILITY: SURFACE MOTION
 CO0709
 CO0709  HISTORY     - Date     Condition        Report By
 CO0709  HISTORY     - 1935     MONUMENTED       CGS
 CO0709  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0709  HISTORY     - 1971     MARK NOT FOUND   USGS
 CO0709
 CO0709                          STATION DESCRIPTION
 CO0709
 CO0709'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0709'5.2 MI SW FROM EDINBURG.
 CO0709'ABOUT 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM EDINBURG, LEAKE
 CO0709'COUNTY, NEAR A HILL WHICH IS PARTLY CUT AWAY, 30 FEET SOUTH OF THE
 CO0709'CENTERLINE OF THE HIGHWAY, AND 1 1/2 FEET NORTH OF A FENCE.  A
 CO0709'STANDARD DISK, STAMPED G 100 1935 AND SET IN THE TOP OF A CONCRETE
 CO0709'POST.  NOTE-- THE HIGHWAY HAS BEEN REBUILT AT THE LOCATION.
 CO0709
 CO0709                          STATION RECOVERY (1971)
 CO0709
 CO0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CO0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0735 ***********************************************************************
 CO0735  DESIGNATION -  G 101
 CO0735  PID         -  CO0735
 CO0735  STATE/COUNTY-  MS/NESHOBA
 CO0735  USGS QUAD   -  NOXAPATER (1972)
 CO0735
 CO0735                         *CURRENT SURVEY CONTROL
 CO0735  ___________________________________________________________________
 CO0735* NAD 83(1986)-  32 52 57.     (N)    089 06 16.     (W)     SCALED    
 CO0735* NAVD 88     -       133.846  (meters)     439.13   (feet)  ADJUSTED  
 CO0735  ___________________________________________________________________
 CO0735  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CO0735  DYNAMIC HT  -         133.693 (meters)     438.62  (feet)  COMP
 CO0735  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CO0735
 CO0735  VERT ORDER  -  SECOND    CLASS 0
 CO0735
 CO0735.The horizontal coordinates were scaled from a topographic map and have
 CO0735.an estimated accuracy of +/- 6 seconds.
 CO0735
 CO0735.The orthometric height was determined by differential leveling
 CO0735.and adjusted in June 1991.
 CO0735
 CO0735.The geoid height was determined by GEOID03.
 CO0735
 CO0735.The dynamic height is computed by dividing the NAVD 88
 CO0735.geopotential number by the normal gravity value computed on the
 CO0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0735.degrees latitude (g = 980.6199 gals.).
 CO0735
 CO0735.The modeled gravity was interpolated from observed gravity values.
 CO0735
 CO0735;                    North         East    Units  Estimated Accuracy
 CO0735;SPC MS E     -   375,040.      274,630.      MT  (+/- 180 meters Scaled)
 CO0735
 CO0735                          SUPERSEDED SURVEY CONTROL
 CO0735
 CO0735  NGVD 29 (??/??/92)  133.843  (m)          439.12   (f) ADJ UNCH    2 0
 CO0735
 CO0735.Superseded values are not recommended for survey control.
 CO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0735.See file dsdata.txt to determine how the superseded data were derived.
 CO0735
 CO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB031402(NAD 83)
 CO0735_MARKER: DB = BENCH MARK DISK
 CO0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0735_STAMPING: G 101 1935
 CO0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0735+STABILITY: SURFACE MOTION
 CO0735
 CO0735  HISTORY     - Date     Condition        Report By
 CO0735  HISTORY     - 1935     MONUMENTED       CGS
 CO0735  HISTORY     - 1964     GOOD             MSHD
 CO0735
 CO0735                          STATION DESCRIPTION
 CO0735
 CO0735'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0735'8.0 MI N FROM PHILADELPHIA.
 CO0735'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 16 IN
 CO0735'PHILADELPHIA, GO NORTH ON HIGHWAY 15 FOR 8.0 MILES TO MR. W. L.
 CO0735'CALLAHANS HOME ON THE LEFT, TURN LEFT ON DRIVEWAY AND GO NORTHWEST ON
 CO0735'TRACK ROAD ACROSS OPEN FIELD FOR 0.3 MILE TO THE RAILROAD AND THE MARK
 CO0735'AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND
 CO0735'CONCRETE POST.  IT IS APPROXIMATELY 0.3 MILE NORTHWEST OF MR. W. L.
 CO0735'CALLAHANS HOME, 0.4 MILE SOUTH OF MILEPOST 204 AT A DIRT ROAD
 CO0735'CROSSING, 30 FEET WEST OF THE WEST RAIL, 24 FEET SOUTH OF THE CENTER
 CO0735'OF THE ROAD, 3 FEET SOUTH OF A FENCE CORNER, ABOUT LEVEL WITH THE
 CO0735'TRACK, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 CO0735'NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0759 ***********************************************************************
 DJ0759  DESIGNATION -  G 102
 DJ0759  PID         -  DJ0759
 DJ0759  STATE/COUNTY-  MS/WINSTON
 DJ0759  USGS QUAD   -  BOON (1982)
 DJ0759
 DJ0759                         *CURRENT SURVEY CONTROL
 DJ0759  ___________________________________________________________________
 DJ0759* NAD 83(1986)-  33 05 52.     (N)    088 53 17.     (W)     SCALED    
 DJ0759* NAVD 88     -       177.295  (meters)     581.68   (feet)  ADJUSTED  
 DJ0759  ___________________________________________________________________
 DJ0759  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0759  DYNAMIC HT  -         177.095 (meters)     581.02  (feet)  COMP
 DJ0759  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 DJ0759
 DJ0759  VERT ORDER  -  SECOND    CLASS 0
 DJ0759
 DJ0759.The horizontal coordinates were scaled from a topographic map and have
 DJ0759.an estimated accuracy of +/- 6 seconds.
 DJ0759
 DJ0759.The orthometric height was determined by differential leveling
 DJ0759.and adjusted in June 1991.
 DJ0759
 DJ0759.The geoid height was determined by GEOID03.
 DJ0759
 DJ0759.The dynamic height is computed by dividing the NAVD 88
 DJ0759.geopotential number by the normal gravity value computed on the
 DJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0759.degrees latitude (g = 980.6199 gals.).
 DJ0759
 DJ0759.The modeled gravity was interpolated from observed gravity values.
 DJ0759
 DJ0759;                    North         East    Units  Estimated Accuracy
 DJ0759;SPC MS E     -   398,880.      294,890.      MT  (+/- 180 meters Scaled)
 DJ0759
 DJ0759                          SUPERSEDED SURVEY CONTROL
 DJ0759
 DJ0759  NGVD 29 (??/??/92)  177.264  (m)          581.57   (f) ADJ UNCH    2 0
 DJ0759
 DJ0759.Superseded values are not recommended for survey control.
 DJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0759.See file dsdata.txt to determine how the superseded data were derived.
 DJ0759
 DJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB238637(NAD 83)
 DJ0759_MARKER: DB = BENCH MARK DISK
 DJ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0759_STAMPING: G 102 1935
 DJ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0759+STABILITY: SURFACE MOTION
 DJ0759
 DJ0759  HISTORY     - Date     Condition        Report By
 DJ0759  HISTORY     - 1935     MONUMENTED       CGS
 DJ0759  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0759  HISTORY     - 1981     GOOD             USGS
 DJ0759
 DJ0759                          STATION DESCRIPTION
 DJ0759
 DJ0759'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0759'8.5 MI W FROM MASHULAVILLE.
 DJ0759'IN WINSTON COUNTY, 8.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST
 DJ0759'OFFICE AT MASHULAVILLE, NOXUBEE COUNTY, 1.0 MILE EAST OF NANAYA CREEK,
 DJ0759'400 FEET EAST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, AT THE TOP
 DJ0759'OF A HILL, AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 DJ0759'STANDARD DISK, STAMPED G 102 1935 AND SET IN THE TOP OF A CONCRETE
 DJ0759'POST.
 DJ0759
 DJ0759                          STATION RECOVERY (1981)
 DJ0759
 DJ0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DJ0759'TO REACH FROM THE SPANISH-AMERICAN WAR MONUMENT IN LOUISVILLE, GO
 DJ0759'EAST ALONG MISSISSIPPI HIGHWAY 14 FOR 9.3 MILES TO NANISH WAIYA
 DJ0759'CREEK, CONTINUE EAST ON HIGHWAY FOR 1.05 MILES TO A MICRO-WAVE
 DJ0759'STATION AND THE MARK ON THE LEFT, 200 FEET WEST OF A CROSSROAD, 218
 DJ0759'FEET SOUTHWEST OF SOUTHWEST CORNER OF THE MICRO-WAVE STATION
 DJ0759'BUILDING, 50 FEET NORTH OF AND 9 FEET HIGHER THAN CENTERLINE OF
 DJ0759'HIGHWAY, 48 AND 55 FEET SSE OF TWO 18-INCH PINES, 11 FEET NORTH OF A
 DJ0759'12-INCH PINE, AND 12 FEET NORTHEAST OF A PROPERTY CORNER PIPE. IT IS
 DJ0759'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0331 ***********************************************************************
 BV0331  DESIGNATION -  G 104
 BV0331  PID         -  BV0331
 BV0331  STATE/COUNTY-  MS/JONES
 BV0331  USGS QUAD   -  RHODES (1964)
 BV0331
 BV0331                         *CURRENT SURVEY CONTROL
 BV0331  ___________________________________________________________________
 BV0331* NAD 83(1986)-  31 27 22.     (N)    088 59 29.     (W)     SCALED    
 BV0331* NAVD 88     -        56.230  (meters)     184.48   (feet)  ADJUSTED  
 BV0331  ___________________________________________________________________
 BV0331  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BV0331  DYNAMIC HT  -          56.162 (meters)     184.26  (feet)  COMP
 BV0331  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BV0331
 BV0331  VERT ORDER  -  SECOND    CLASS 0
 BV0331
 BV0331.The horizontal coordinates were scaled from a topographic map and have
 BV0331.an estimated accuracy of +/- 6 seconds.
 BV0331
 BV0331.The orthometric height was determined by differential leveling
 BV0331.and adjusted in May 1996.
 BV0331
 BV0331.The geoid height was determined by GEOID03.
 BV0331
 BV0331.The dynamic height is computed by dividing the NAVD 88
 BV0331.geopotential number by the normal gravity value computed on the
 BV0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0331.degrees latitude (g = 980.6199 gals.).
 BV0331
 BV0331.The modeled gravity was interpolated from observed gravity values.
 BV0331
 BV0331;                    North         East    Units  Estimated Accuracy
 BV0331;SPC MS E     -   216,860.      284,980.      MT  (+/- 180 meters Scaled)
 BV0331
 BV0331                          SUPERSEDED SURVEY CONTROL
 BV0331
 BV0331  NGVD 29 (??/??/92)   56.211  (m)          184.42   (f) ADJ UNCH    2 0
 BV0331
 BV0331.Superseded values are not recommended for survey control.
 BV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0331.See file dsdata.txt to determine how the superseded data were derived.
 BV0331
 BV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV107818(NAD 83)
 BV0331_MARKER: DB = BENCH MARK DISK
 BV0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0331_SP_SET: CONCRETE POST
 BV0331_STAMPING: G 104 1935
 BV0331_MARK LOGO: CGS   
 BV0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0331+STABILITY: SURFACE MOTION
 BV0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0331+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1987
 BV0331
 BV0331  HISTORY     - Date     Condition        Report By
 BV0331  HISTORY     - 1935     MONUMENTED       CGS
 BV0331  HISTORY     - 1964     GOOD             NGS
 BV0331  HISTORY     - 19870211 GOOD             MSHD
 BV0331
 BV0331                          STATION DESCRIPTION
 BV0331
 BV0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0331'3.1 MI SE FROM OVETT.
 BV0331'AT BLODGETT, 75 FEET SOUTH OF MILEPOST 92, 45 FEET NORTHEAST OF CENTER
 BV0331'LINE OF ROAD FROM OVETT, 25 FEET SOUTHWEST OF NEAREST RAIL OF GULF
 BV0331'MOBILE AND NORTHERN RAILROAD TRACK.
 BV0331
 BV0331                          STATION RECOVERY (1964)
 BV0331
 BV0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0331'RECOVERED IN GOOD CONDITION.
 BV0331
 BV0331                          STATION RECOVERY (1987)
 BV0331
 BV0331'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0331'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0331'MARK IS LOCATED 12.87 KM (8.00 MI) NORTHWEST OF RICHTON IN THE
 BV0331'NORTHWEST ANGLE OF THE CROSSING OF AN ABANDONED RAILROAD BED WITH A
 BV0331'GRAVEL ROAD, 4.83 KM (3.00 MI) SOUTHEAST OF OVETT, ABOUT 2.41 KM
 BV0331'(1.50 MI) NORTH OF THE JONES-PERRY COUNTY LINE IN SECTGION 27, T6N,
 BV0331'R10W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO NORTH ON STATE
 BV0331'HIGFWHAY 15 FOR 13.68 KM (8.50 MI) TO A CROSSROAD, TURN LEFT AND GO
 BV0331'WEST ON A GRAVEL ROAD FOR 0.96 KM (0.60 MI) TO THE OLD RAILROAD BED
 BV0331'AND THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN THE TOP OF
 BV0331'A ROUND CONCRETE POST PROJECTING 7 INCHES.  IT IS 16.16 M (53.0 FT)
 BV0331'SOUTHWEST OF THE CENTER OF THE ABANDONED RAILROAD BED, 15.24 M
 BV0331'(50.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 3.66 M (12.0 FT)
 BV0331'NORTHWEST OF A FENCE 0.30 M (1.0 FT) NORTHWEST OF A METAL WITNESS POST
 BV0331'AND IS ABOUT LEVEL WITH THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0851 ***********************************************************************
 CO0851  DESIGNATION -  G 105
 CO0851  PID         -  CO0851
 CO0851  STATE/COUNTY-  MS/SMITH
 CO0851  USGS QUAD   -  HOMEWOOD (1968)
 CO0851
 CO0851                         *CURRENT SURVEY CONTROL
 CO0851  ___________________________________________________________________
 CO0851* NAD 83(1986)-  32 07 59.     (N)    089 30 39.     (W)     SCALED    
 CO0851* NAVD 88     -       177.62   (+/-2cm)     582.7    (feet)  VERTCON   
 CO0851  ___________________________________________________________________
 CO0851  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CO0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0851
 CO0851.The horizontal coordinates were scaled from a topographic map and have
 CO0851.an estimated accuracy of +/- 6 seconds.
 CO0851
 CO0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0851.The vertical order pertains to the NGVD 29 superseded value.
 CO0851
 CO0851.The geoid height was determined by GEOID03.
 CO0851
 CO0851;                    North         East    Units  Estimated Accuracy
 CO0851;SPC MS E     -   292,100.      236,080.      MT  (+/- 180 meters Scaled)
 CO0851
 CO0851                          SUPERSEDED SURVEY CONTROL
 CO0851
 CO0851  NGVD 29 (??/??/92)  177.611  (m)          582.71   (f) ADJ UNCH    2 0
 CO0851
 CO0851.Superseded values are not recommended for survey control.
 CO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0851.See file dsdata.txt to determine how the superseded data were derived.
 CO0851
 CO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA631579(NAD 83)
 CO0851_MARKER: DB = BENCH MARK DISK
 CO0851_SETTING: 0 = UNSPECIFIED SETTING
 CO0851_STAMPING: G 105 1935
 CO0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0851
 CO0851  HISTORY     - Date     Condition        Report By
 CO0851  HISTORY     - 1935     MONUMENTED       CGS
 CO0851  HISTORY     - 1966     GOOD             MSHD
 CO0851  HISTORY     - 20020410 MARK NOT FOUND   CRAFT
 CO0851
 CO0851                          STATION DESCRIPTION
 CO0851
 CO0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0851'7.6 MI N FROM RALEIGH.
 CO0851'TO REACH FROM THE COURTHOUSE ON HIGHWAY 35 IN RALEIGH GO NORTH FOR 7.6
 CO0851'MILES TO A GREEN PAINTED HOUSE AND THE MARK ON THE RIGHT AS DESCRIBED.
 CO0851'IT IS 76 FEET SOUTH OF THE CENTER OF DRIVEWAY, 62 FEET SOUTHWEST OF
 CO0851'SOUTHWEST CORNER OF THE CHIMNEY, 59 FEET SOUTHWEST OF THE SOUTHWEST
 CO0851'CORNER OF THE HOUSE, 25 FEET EAST OF THE CENTER OF HIGHWAY 35, AND 1.3
 CO0851'FEET EAST OF A METAL WITNESS POST.
 CO0851
 CO0851                          STATION RECOVERY (2002)
 CO0851
 CO0851'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CO0851'APPARENTLY DESTROYED BY MDOT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0454 ***********************************************************************
 BV0454  DESIGNATION -  G 106
 BV0454  PID         -  BV0454
 BV0454  STATE/COUNTY-  MS/SMITH
 BV0454  USGS QUAD   -  SOSO (1974)
 BV0454
 BV0454                         *CURRENT SURVEY CONTROL
 BV0454  ___________________________________________________________________
 BV0454* NAD 83(1986)-  31 48 24.     (N)    089 22 28.     (W)     SCALED    
 BV0454* NAVD 88     -       104.41   (+/-2cm)     342.6    (feet)  VERTCON   
 BV0454  ___________________________________________________________________
 BV0454  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BV0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0454
 BV0454.The horizontal coordinates were scaled from a topographic map and have
 BV0454.an estimated accuracy of +/- 6 seconds.
 BV0454
 BV0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0454.The vertical order pertains to the NGVD 29 superseded value.
 BV0454
 BV0454.The geoid height was determined by GEOID03.
 BV0454
 BV0454;                    North         East    Units  Estimated Accuracy
 BV0454;SPC MS E     -   255,840.      248,760.      MT  (+/- 180 meters Scaled)
 BV0454
 BV0454                          SUPERSEDED SURVEY CONTROL
 BV0454
 BV0454  NGVD 29 (??/??/92)  104.412  (m)          342.56   (f) ADJ UNCH    2 0
 BV0454
 BV0454.Superseded values are not recommended for survey control.
 BV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0454.See file dsdata.txt to determine how the superseded data were derived.
 BV0454
 BV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA752214(NAD 83)
 BV0454_MARKER: DB = BENCH MARK DISK
 BV0454_SETTING: 0 = UNSPECIFIED SETTING
 BV0454_STAMPING: G 106 1935
 BV0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0454
 BV0454  HISTORY     - Date     Condition        Report By
 BV0454  HISTORY     - 1935     MONUMENTED       CGS
 BV0454  HISTORY     - 1966     GOOD             MSHD
 BV0454
 BV0454                          STATION DESCRIPTION
 BV0454
 BV0454'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0454'4.0 MI SE FROM TAYLORSVILLE.
 BV0454'TO REACH FROM THE U.S. POST OFFICE IN TAYLORSVILLE GO SOUTHEAST ON
 BV0454'HIGHWAY 28 FOR 3.85 MILES TO A ROAD CROSSING, TURN RIGHT AND GO 0.1
 BV0454'MILES TO A PRIVATE ROAD CROSSING ON THE LEFT, TURN LEFT AND GO
 BV0454'APPROXIMATELY 75 FEET TO THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 55
 BV0454'FEET SOUTHWEST OF THE ROAD CROSSING, 36 FEET WEST OF THE PRIVATE ROAD,
 BV0454'29 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET WEST OF A METAL WITNESS
 BV0454'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0641 ***********************************************************************
 BV0641  DESIGNATION -  G 108
 BV0641  PID         -  BV0641
 BV0641  STATE/COUNTY-  MS/LAMAR
 BV0641  USGS QUAD   -  OLOH (1974)
 BV0641
 BV0641                         *CURRENT SURVEY CONTROL
 BV0641  ___________________________________________________________________
 BV0641* NAD 83(1986)-  31 22 28.     (N)    089 30 32.     (W)     SCALED    
 BV0641* NAVD 88     -       116.59   (+/-2cm)     382.5    (feet)  VERTCON   
 BV0641  ___________________________________________________________________
 BV0641  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BV0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0641
 BV0641.The horizontal coordinates were scaled from a topographic map and have
 BV0641.an estimated accuracy of +/- 6 seconds.
 BV0641
 BV0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0641.The vertical order pertains to the NGVD 29 superseded value.
 BV0641
 BV0641.The geoid height was determined by GEOID03.
 BV0641
 BV0641;                    North         East    Units  Estimated Accuracy
 BV0641;SPC MS E     -   207,990.      235,740.      MT  (+/- 180 meters Scaled)
 BV0641
 BV0641                          SUPERSEDED SURVEY CONTROL
 BV0641
 BV0641  NGVD 29 (??/??/92)  116.607  (m)          382.57   (f) ADJ UNCH    2 0
 BV0641
 BV0641.Superseded values are not recommended for survey control.
 BV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0641.See file dsdata.txt to determine how the superseded data were derived.
 BV0641
 BV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV613738(NAD 83)
 BV0641_MARKER: DB = BENCH MARK DISK
 BV0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0641_STAMPING: G 108 1935
 BV0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0641+STABILITY: SURFACE MOTION
 BV0641
 BV0641  HISTORY     - Date     Condition        Report By
 BV0641  HISTORY     - 1935     MONUMENTED       CGS
 BV0641  HISTORY     - 1972     GOOD             NGS
 BV0641
 BV0641                          STATION DESCRIPTION
 BV0641
 BV0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BV0641'4 MI SE FROM SUMRALL.
 BV0641'TO REACH FROM THE POST OFFICE IN SUMRALL, GO SOUTH ON MISS. HWY. 589
 BV0641'FOR 4.5 MILES TO A PAVED ROAD, TURN LEFT AND GO EAST FOR 0.05 MILE TO
 BV0641'THE I.C.R.R., WALK SE ALONG RR 457 PACES TO THE MARK ON THE RIGHT. IT
 BV0641'IS 23.5 FT. SW OF SW RAIL, 50.8 FT. SE OF A FENCE CORNER, 8 FT. NE OF
 BV0641'20 IN. OAK, AND 1 FOOT SOUTH OF A M.W.P.  THE MARK IS 0.6 FT. BELOW
 BV0641'LEVEL OF RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0195 ***********************************************************************
 BW0195  DESIGNATION -  G 109
 BW0195  PID         -  BW0195
 BW0195  STATE/COUNTY-  MS/LAWRENCE
 BW0195  USGS QUAD   -  MONTICELLO NE (1971)
 BW0195
 BW0195                         *CURRENT SURVEY CONTROL
 BW0195  ___________________________________________________________________
 BW0195* NAD 83(1986)-  31 37 57.     (N)    090 04 47.     (W)     SCALED    
 BW0195* NAVD 88     -        67.05   (+/-2cm)     220.0    (feet)  VERTCON   
 BW0195  ___________________________________________________________________
 BW0195  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0195
 BW0195.The horizontal coordinates were scaled from a topographic map and have
 BW0195.an estimated accuracy of +/- 6 seconds.
 BW0195
 BW0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0195.The vertical order pertains to the NGVD 29 superseded value.
 BW0195
 BW0195.The geoid height was determined by GEOID03.
 BW0195
 BW0195;                    North         East    Units  Estimated Accuracy
 BW0195;SPC MS W     -   236,430.      724,060.      MT  (+/- 180 meters Scaled)
 BW0195
 BW0195                          SUPERSEDED SURVEY CONTROL
 BW0195
 BW0195  NGVD 29 (??/??/92)   67.069  (m)          220.04   (f) ADJ UNCH    2 0
 BW0195
 BW0195.Superseded values are not recommended for survey control.
 BW0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0195.See file dsdata.txt to determine how the superseded data were derived.
 BW0195
 BW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR769034(NAD 83)
 BW0195_MARKER: DB = BENCH MARK DISK
 BW0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0195_STAMPING: 220.042 G 109 1935
 BW0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0195+STABILITY: SURFACE MOTION
 BW0195
 BW0195  HISTORY     - Date     Condition        Report By
 BW0195  HISTORY     - 1935     MONUMENTED       CGS
 BW0195  HISTORY     - 1972     GOOD             MSHD
 BW0195  HISTORY     - 20000606 MARK NOT FOUND   NGS
 BW0195
 BW0195                          STATION DESCRIPTION
 BW0195
 BW0195'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BW0195'3.3 MI SE FROM WANILLA.
 BW0195'THE MARK IS LOCATED 3.3 MILES SOUTHEAST ALONG THE MISSISSIPPI CENTRAL
 BW0195'RAILROAD FROM THE STATION AT WANILLA, LAWRENCE COUNTY, 9 POLES WEST OF
 BW0195'THE NINTH POLE WEST OF THE MILEPOST, TWO POLES WEST OF A ROAD
 BW0195'CROSSING, 26 FEET NORTH OF THE NORTH RAIL, 26 FEET SOUTH OF THE
 BW0195'CENTERLINE OF THE ROAD, 62 FEET NORTHEAST OF THE NORTH END OF A CATTLE
 BW0195'GUARD ON THE TRACK, 83 FEET NORTH OF POLE 137, AND ABOUT 1 FOOT BELOW
 BW0195'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 220.042 G 109 1935
 BW0195'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 BW0195'GROUND.  NOTE-- A SWITCH YARD HAS BEEN BUILT IN THE AREA AND THE MARK
 BW0195'COULD HAVE BEEN DESTROYED.
 BW0195
 BW0195                          STATION RECOVERY (2000)
 BW0195
 BW0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1019 ***********************************************************************
 BV1019  DESIGNATION -  G 110
 BV1019  PID         -  BV1019
 BV1019  STATE/COUNTY-  MS/LAWRENCE
 BV1019  USGS QUAD   -  NEW HEBRON (1982)
 BV1019
 BV1019                         *CURRENT SURVEY CONTROL
 BV1019  ___________________________________________________________________
 BV1019* NAD 83(1986)-  31 40 28.     (N)    089 59 29.     (W)     SCALED    
 BV1019* NAVD 88     -        96.18   (+/-2cm)     315.6    (feet)  VERTCON   
 BV1019  ___________________________________________________________________
 BV1019  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BV1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1019
 BV1019.The horizontal coordinates were scaled from a topographic map and have
 BV1019.an estimated accuracy of +/- 6 seconds.
 BV1019
 BV1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1019.The vertical order pertains to the NGVD 29 superseded value.
 BV1019
 BV1019.The geoid height was determined by GEOID03.
 BV1019
 BV1019;                    North         East    Units  Estimated Accuracy
 BV1019;SPC MS W     -   241,100.      732,420.      MT  (+/- 180 meters Scaled)
 BV1019
 BV1019                          SUPERSEDED SURVEY CONTROL
 BV1019
 BV1019  NGVD 29 (??/??/92)   96.184  (m)          315.56   (f) ADJ UNCH    2 0
 BV1019
 BV1019.Superseded values are not recommended for survey control.
 BV1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1019.See file dsdata.txt to determine how the superseded data were derived.
 BV1019
 BV1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA163082(NAD 83)
 BV1019_MARKER: DB = BENCH MARK DISK
 BV1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1019_STAMPING: G.110 1935
 BV1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1019+STABILITY: SURFACE MOTION
 BV1019
 BV1019  HISTORY     - Date     Condition        Report By
 BV1019  HISTORY     - 1935     MONUMENTED       CGS
 BV1019  HISTORY     - 1972     GOOD             MSHD
 BV1019
 BV1019                          STATION DESCRIPTION
 BV1019
 BV1019'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BV1019'4 MI S FROM NEW HEBRON.
 BV1019'THE MARK IS LOCATED 4 MILES SOUTH OF THE NEW HEBRON IN THE SOUTHWEST
 BV1019'ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A
 BV1019'TRACK ROAD NEAR THE CENTER OF THE WEST SIDE OF SECTION 11, T 8N, R
 BV1019'20W.  IT IS 22 FEET WEST OF THE WEST RAIL, 29 FEET SOUTH OF THE CENTER
 BV1019'OF A TRACK ROAD, 1 FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF
 BV1019'A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BV1019'TRACK AND PROJECTS 4 INCHES.  TO REACH FROM THE BAPTIST CHURCH IN NEW
 BV1019'HEBRON GO WEST ON MAIN AVENUE FOR 0.2 MILES TO THE JUNCTION OF STATE
 BV1019'HIGHWAY 43.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 43 FOR 4.3 MILES
 BV1019'TO A SIDE ROAD RIGHT AND A TRACK ROAD ON THE LEFT. TURN LEFT AND GO
 BV1019'EAST ON A TRACK ROAD FOR ABOUT 100 YARDS TO A RAILROAD CROSSING AND
 BV1019'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0910 ***********************************************************************
 BV0910  DESIGNATION -  G 111
 BV0910  PID         -  BV0910
 BV0910  STATE/COUNTY-  MS/LAMAR
 BV0910  USGS QUAD   -  BAXTERVILLE (1982)
 BV0910
 BV0910                         *CURRENT SURVEY CONTROL
 BV0910  ___________________________________________________________________
 BV0910* NAD 83(1986)-  31 03 11.     (N)    089 32 35.     (W)     SCALED    
 BV0910* NAVD 88     -       112.81   (+/-2cm)     370.1    (feet)  VERTCON   
 BV0910  ___________________________________________________________________
 BV0910  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BV0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0910
 BV0910.The horizontal coordinates were scaled from a topographic map and have
 BV0910.an estimated accuracy of +/- 6 seconds.
 BV0910
 BV0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0910.The vertical order pertains to the NGVD 29 superseded value.
 BV0910
 BV0910.The geoid height was determined by GEOID03.
 BV0910
 BV0910;                    North         East    Units  Estimated Accuracy
 BV0910;SPC MS E     -   172,380.      232,260.      MT  (+/- 180 meters Scaled)
 BV0910
 BV0910                          SUPERSEDED SURVEY CONTROL
 BV0910
 BV0910  NGVD 29 (??/??/92)  112.83   (m)          370.2    (f) COMPUTED    2 0
 BV0910
 BV0910.Superseded values are not recommended for survey control.
 BV0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0910.See file dsdata.txt to determine how the superseded data were derived.
 BV0910
 BV0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV573382(NAD 83)
 BV0910_MARKER: DB = BENCH MARK DISK
 BV0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0910_STAMPING: G 111 1935 (370.245)
 BV0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0910+STABILITY: SURFACE MOTION
 BV0910
 BV0910  HISTORY     - Date     Condition        Report By
 BV0910  HISTORY     - 1935     MONUMENTED       CGS
 BV0910  HISTORY     - 1956     GOOD             NGS
 BV0910
 BV0910                          STATION DESCRIPTION
 BV0910
 BV0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0910'7.2 MI NW FROM LUMBERTON.
 BV0910'LOCATED 7.2 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 BV0910'OFFICE IN LUMBERTON, AT THE SOUTH SIDE OF A CULTIVATED FIELD, 29 FEET
 BV0910'NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE LINE, 5
 BV0910'FEET EAST OF THE EAST END OF A BOARD GATE, 72 FEET SOUTH OF A POWER
 BV0910'POLE IN A FIELD, AND 116 FEET SOUTHEAST OF THE REMAINS OF AN OLD BRICK
 BV0910'CHIMNEY.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0910'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1372 ***********************************************************************
 BH1372  DESIGNATION -  G 112
 BH1372  PID         -  BH1372
 BH1372  STATE/COUNTY-  MS/PEARL RIVER
 BH1372  USGS QUAD   -  MILLARD (1986)
 BH1372
 BH1372                         *CURRENT SURVEY CONTROL
 BH1372  ___________________________________________________________________
 BH1372* NAD 83(1986)-  30 42 15.     (N)    089 36 12.     (W)     SCALED    
 BH1372* NAVD 88     -        57.50   (+/-2cm)     188.6    (feet)  VERTCON   
 BH1372  ___________________________________________________________________
 BH1372  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BH1372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1372
 BH1372.The horizontal coordinates were scaled from a topographic map and have
 BH1372.an estimated accuracy of +/- 6 seconds.
 BH1372
 BH1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1372.The vertical order pertains to the NGVD 29 superseded value.
 BH1372
 BH1372.The geoid height was determined by GEOID03.
 BH1372
 BH1372;                    North         East    Units  Estimated Accuracy
 BH1372;SPC MS E     -   133,730.      226,240.      MT  (+/- 180 meters Scaled)
 BH1372
 BH1372                          SUPERSEDED SURVEY CONTROL
 BH1372
 BH1372  NGVD 29 (??/??/??)   57.565  (m)          188.86   (f) ADJUSTED    2 0
 BH1372
 BH1372.Superseded values are not recommended for survey control.
 BH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1372.See file dsdata.txt to determine how the superseded data were derived.
 BH1372
 BH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU506997(NAD 83)
 BH1372_MARKER: DB = BENCH MARK DISK
 BH1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1372_STAMPING: G 112 1935
 BH1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1372+STABILITY: SURFACE MOTION
 BH1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1372+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 BH1372
 BH1372  HISTORY     - Date     Condition        Report By
 BH1372  HISTORY     - 1935     MONUMENTED       CGS
 BH1372  HISTORY     - 1971     GOOD             MSHD
 BH1372  HISTORY     - 20080408 GOOD             MSHD
 BH1372
 BH1372                          STATION DESCRIPTION
 BH1372
 BH1372'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1372'10.4 MI SW FROM POPLARVILLE.
 BH1372'THE MARK IS LOCATED 10.4 MILES SOUTHWEST OF POPLARVILLE ON THE EAST
 BH1372'ROW OF THE NEW ORLEANS AND NORTHEASTERN RAILROAD TRACK, 3.3 MILES
 BH1372'NORTHEAST OF THE COMMUNITY OF MCNEILL, 0.4 MILES NORTH OF MILEPOST,
 BH1372'136 IN THE NORTHEAST 1/4 OF SECTION 16, T 4S, R 16W.  IT IS 175 FEET
 BH1372'EAST OF THE CENTER OF U.S. HIGHWAY 11, 34 FEET EAST OF THE EAST RAIL
 BH1372'OF THE MAIN TRACK, 64 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BH1372'CONCRETE APRON FOR SEVERAL LARGE GRAIN SILOS, 30.5 FEET NORTHEAST OF
 BH1372'THE TYLER SIGN, 60 FEET NORTH OF THE THIRD POLE NORTH OF A CROSSING,
 BH1372'78.5 FEET EAST OF A POWER SERVICE POLE, 1 FOOT EAST OF A METAL WITNESS
 BH1372'POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 BH1372'BELOW THE LEVEL OF THE TRACK AND PROJECTS 5 INCHES.  TO REACH FROM THE
 BH1372'INTERSECTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 26 AT THE SOUTHEAST
 BH1372'CORNER OF THE CAMPUS OF PEARL RIVER JUNIOR COLLEGE IN POPLARVILLE GO
 BH1372'SOUTH ON U.S. HIGHWAY 11 FOR 6.5 MILES TO THE CROSSROAD AT MILLARD.
 BH1372'CONTINUE SOUTH ON U.S. HIGHWAY 11 FOR 1.45 MILES TO SOME GRAIN SILOS
 BH1372'AND THE MARK IS ON THE LEFT.
 BH1372
 BH1372                          STATION RECOVERY (2008)
 BH1372
 BH1372'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BH1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0664 ***********************************************************************
 BV0664  DESIGNATION -  G 12
 BV0664  PID         -  BV0664
 BV0664  STATE/COUNTY-  MS/FORREST
 BV0664  USGS QUAD   -  HATTIESBURG (1982)
 BV0664
 BV0664                         *CURRENT SURVEY CONTROL
 BV0664  ___________________________________________________________________
 BV0664* NAD 83(1986)-  31 19 35.     (N)    089 17 28.     (W)     SCALED    
 BV0664* NAVD 88     -        52.13   (+/-2cm)     171.0    (feet)  VERTCON   
 BV0664  ___________________________________________________________________
 BV0664  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BV0664  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0664
 BV0664.The horizontal coordinates were scaled from a topographic map and have
 BV0664.an estimated accuracy of +/- 6 seconds.
 BV0664
 BV0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0664.The vertical order pertains to the NGVD 29 superseded value.
 BV0664
 BV0664.The geoid height was determined by GEOID03.
 BV0664
 BV0664;                    North         East    Units  Estimated Accuracy
 BV0664;SPC MS E     -   202,550.      256,430.      MT  (+/- 180 meters Scaled)
 BV0664
 BV0664                          SUPERSEDED SURVEY CONTROL
 BV0664
 BV0664  NGVD 29 (??/??/92)   52.150  (m)          171.10   (f) ADJ UNCH    1 2
 BV0664
 BV0664.Superseded values are not recommended for survey control.
 BV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0664.See file dsdata.txt to determine how the superseded data were derived.
 BV0664
 BV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV819680(NAD 83)
 BV0664_MARKER: DB = BENCH MARK DISK
 BV0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0664_SP_SET: BUILDING
 BV0664_STAMPING: G 12 1934
 BV0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0664
 BV0664  HISTORY     - Date     Condition        Report By
 BV0664  HISTORY     - 1934     MONUMENTED       CGS
 BV0664  HISTORY     - 1969     GOOD             MSHD
 BV0664  HISTORY     - 1981     GOOD             NGS
 BV0664
 BV0664                          STATION DESCRIPTION
 BV0664
 BV0664'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0664'IN HATTIESBURG.
 BV0664'THE MARK IS LOCATED IN THE NORTH ANGLE OF THE INTERSECTION OF FORREST
 BV0664'AVENUE AND PINE STREET IN HATTIESBURG NEAR THE SOUTH CORNER OF THE
 BV0664'POST OFFICE DIRECTLY ABOVE THE CORNER STONE.  IT IS 42 FEET NORTHWEST
 BV0664'OF THE CENTER OF PINE STREET, 49.5 FEET NORTHEAST OF THE CENTER OF
 BV0664'FORREST AVENUE, 1.6 FEET NORTHEAST OF THE SOUTH CORNER OF THE POST
 BV0664'OFFICE, SET VERTICALLY IN THE FACE OF THE LIMESTONE WALL DIRECTLY
 BV0664'ABOVE THE CORNER STONE NEAR THE SOUTH CORNER OF THE BUILDING AND IS
 BV0664'ABOUT 4 FEET ABOVE THE GROUND.
 BV0664
 BV0664                          STATION RECOVERY (1981)
 BV0664
 BV0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BV0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1203 ***********************************************************************
 BH1203  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1203  DESIGNATION -  G 122
 BH1203  PID         -  BH1203
 BH1203  STATE/COUNTY-  MS/HANCOCK
 BH1203  USGS QUAD   -  LOGTOWN (1993)
 BH1203
 BH1203                         *CURRENT SURVEY CONTROL
 BH1203  ___________________________________________________________________
 BH1203* NAD 83(1986)-  30 15 05.     (N)    089 35 19.     (W)     SCALED    
 BH1203* NAVD 88     -         2.479  (meters)       8.13   (feet)  ADJUSTED  
 BH1203  ___________________________________________________________________
 BH1203  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BH1203  DYNAMIC HT  -           2.476 (meters)       8.12  (feet)  COMP
 BH1203  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BH1203
 BH1203  VERT ORDER  -  FIRST     CLASS I
 BH1203
 BH1203.The horizontal coordinates were scaled from a topographic map and have
 BH1203.an estimated accuracy of +/- 6 seconds.
 BH1203
 BH1203.The orthometric height was determined by differential leveling
 BH1203.and adjusted in February 1994.
 BH1203
 BH1203.This Tidal Bench Mark is designated as VM 10517
 BH1203.by the Center for Operational Oceanographic Products and Services.
 BH1203
 BH1203.The geoid height was determined by GEOID03.
 BH1203
 BH1203.The dynamic height is computed by dividing the NAVD 88
 BH1203.geopotential number by the normal gravity value computed on the
 BH1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1203.degrees latitude (g = 980.6199 gals.).
 BH1203
 BH1203.The modeled gravity was interpolated from observed gravity values.
 BH1203
 BH1203;                    North         East    Units  Estimated Accuracy
 BH1203;SPC MS E     -    83,530.      227,310.      MT  (+/- 180 meters Scaled)
 BH1203
 BH1203                          SUPERSEDED SURVEY CONTROL
 BH1203
 BH1203  NAVD 88 (06/15/91)    2.473  (m)            8.11   (f) UNKNOWN     1 1
 BH1203  NGVD 29 (??/??/??)    2.429  (m)            7.97   (f) ADJUSTED    1 1
 BH1203
 BH1203.Superseded values are not recommended for survey control.
 BH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1203.See file dsdata.txt to determine how the superseded data were derived.
 BH1203
 BH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU509494(NAD 83)
 BH1203_MARKER: DB = BENCH MARK DISK
 BH1203_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH1203_SP_SET: CURB
 BH1203_STAMPING: G 122 1938
 BH1203_MARK LOGO: CGS   
 BH1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1203+STABILITY: SURFACE MOTION
 BH1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1203+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1203
 BH1203  HISTORY     - Date     Condition        Report By
 BH1203  HISTORY     - 1938     MONUMENTED       CGS
 BH1203  HISTORY     - 1973     GOOD             MSHD
 BH1203  HISTORY     - 1977     GOOD             NGS
 BH1203  HISTORY     - 19930317 GOOD             NGS
 BH1203  HISTORY     - 20020506 GOOD             INDIV
 BH1203  HISTORY     - 20050707 GOOD             NGS
 BH1203
 BH1203                          STATION DESCRIPTION
 BH1203
 BH1203'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH1203'1.5 MI E FROM PEARLINGTON.
 BH1203'THE MARK IS LOCATED 1.5 MILES EAST OF PEARLINGTON SET IN A DRILL HOLE
 BH1203'IN THE BASE AND NEAR THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 BH1203'RAILING OF A CONCRETE BRIDGE OVER WHITES BAYOU.  (THE SECOND BRIDGE
 BH1203'EAST OF PEARL RIVER) IT IS 12 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 BH1203'90, 7.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST RAILING,
 BH1203'160 FEET SOUTHEAST OF THE PROJECTED CENTER OF A BLACK TOP ROAD, 7.5
 BH1203'FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 3/4 FEET ABOVE THE
 BH1203'LEVEL OF THE HIGHWAY.  TO REACH FROM THE EAST END OF THE BRIDGE OVER
 BH1203'PEARL RIVER AT PEARLINGTON GO EAST ON U.S. HIGHWAY 90 FOR 1.75 MILES
 BH1203'TO THE NORTHEAST END OF THE BRIDGE AND THE MARK ON THE RIGHT.
 BH1203
 BH1203                          STATION RECOVERY (1977)
 BH1203
 BH1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1203'RECOVERED IN GOOD CONDITION.
 BH1203
 BH1203                          STATION RECOVERY (1993)
 BH1203
 BH1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1203'2.5 KM (1.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1203'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, IN TOP OF AND 2.3 M
 BH1203'(7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 BH1203'CURB OF THE HIGHWAY BRIDGE SPANNING WHITES BAYOU, 3.8 M (12.5 FT)
 BH1203'SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE
 BH1203'LEVEL OF THE HIGHWAY.
 BH1203
 BH1203                          STATION RECOVERY (2002)
 BH1203
 BH1203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LAH)
 BH1203'RECOVERED IN GOOD CONDITION.
 BH1203
 BH1203                          STATION RECOVERY (2005)
 BH1203
 BH1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1203'MARK IS OPEN FOR GPS OBS BUT TOO DANGEROUS TO USE DUE TO ITS PROXIMITY
 BH1203'TO THE BUSY ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0951 ***********************************************************************
 DJ0951  DESIGNATION -  G 127
 DJ0951  PID         -  DJ0951
 DJ0951  STATE/COUNTY-  MS/MONROE
 DJ0951  USGS QUAD   -  MULDON (1987)
 DJ0951
 DJ0951                         *CURRENT SURVEY CONTROL
 DJ0951  ___________________________________________________________________
 DJ0951* NAD 83(1986)-  33 43 28.     (N)    088 40 27.     (W)     SCALED    
 DJ0951* NAVD 88     -        82.786  (meters)     271.61   (feet)  ADJUSTED  
 DJ0951  ___________________________________________________________________
 DJ0951  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0951  DYNAMIC HT  -          82.701 (meters)     271.33  (feet)  COMP
 DJ0951  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DJ0951
 DJ0951  VERT ORDER  -  FIRST     CLASS II
 DJ0951
 DJ0951.The horizontal coordinates were scaled from a topographic map and have
 DJ0951.an estimated accuracy of +/- 6 seconds.
 DJ0951
 DJ0951.The orthometric height was determined by differential leveling
 DJ0951.and adjusted in June 1991.
 DJ0951
 DJ0951.The geoid height was determined by GEOID03.
 DJ0951
 DJ0951.The dynamic height is computed by dividing the NAVD 88
 DJ0951.geopotential number by the normal gravity value computed on the
 DJ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0951.degrees latitude (g = 980.6199 gals.).
 DJ0951
 DJ0951.The modeled gravity was interpolated from observed gravity values.
 DJ0951
 DJ0951;                    North         East    Units  Estimated Accuracy
 DJ0951;SPC MS E     -   468,400.      314,750.      MT  (+/- 180 meters Scaled)
 DJ0951
 DJ0951                          SUPERSEDED SURVEY CONTROL
 DJ0951
 DJ0951  NGVD 29 (??/??/92)   82.737  (m)          271.45   (f) ADJ UNCH    1 2
 DJ0951
 DJ0951.Superseded values are not recommended for survey control.
 DJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0951.See file dsdata.txt to determine how the superseded data were derived.
 DJ0951
 DJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC448328(NAD 83)
 DJ0951_MARKER: DB = BENCH MARK DISK
 DJ0951_SETTING: 0 = UNSPECIFIED SETTING
 DJ0951_STAMPING: G 127 (1939)
 DJ0951_MARK LOGO: CGS   
 DJ0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0951
 DJ0951  HISTORY     - Date     Condition        Report By
 DJ0951  HISTORY     - 1939     MONUMENTED       CGS
 DJ0951  HISTORY     - 1966     GOOD             MSHD
 DJ0951  HISTORY     - 1983     GOOD             NGS
 DJ0951  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ0951
 DJ0951                          STATION DESCRIPTION
 DJ0951
 DJ0951'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0951'9.35 MI NW FROM WEST POINT.
 DJ0951'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0951'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0951'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ0951'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ0951'3.2 MILES TO A CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED. IT
 DJ0951'IS 132 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 57 FEET
 DJ0951'NORTHWEST OF A 24 INCH OAK, 4.5 FEET NORTH OF A RIGHT-OF-WAY MARKER,
 DJ0951'1.5 FEET WEST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DJ0951
 DJ0951                          STATION RECOVERY (1983)
 DJ0951
 DJ0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0951'RECOVERED IN GOOD CONDITION.
 DJ0951
 DJ0951                          STATION RECOVERY (2000)
 DJ0951
 DJ0951'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0470 ***********************************************************************
 EG0470  DESIGNATION -  G 128
 EG0470  PID         -  EG0470
 EG0470  STATE/COUNTY-  MS/LEE
 EG0470  USGS QUAD   -  VERONA (1986)
 EG0470
 EG0470                         *CURRENT SURVEY CONTROL
 EG0470  ___________________________________________________________________
 EG0470* NAD 83(1986)-  34 11 39.     (N)    088 43 02.     (W)     SCALED    
 EG0470* NAVD 88     -        93.490  (meters)     306.73   (feet)  ADJUSTED  
 EG0470  ___________________________________________________________________
 EG0470  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0470  DYNAMIC HT  -          93.395 (meters)     306.41  (feet)  COMP
 EG0470  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 EG0470
 EG0470  VERT ORDER  -  FIRST     CLASS II
 EG0470
 EG0470.The horizontal coordinates were scaled from a topographic map and have
 EG0470.an estimated accuracy of +/- 6 seconds.
 EG0470
 EG0470.The orthometric height was determined by differential leveling
 EG0470.and adjusted in June 1991.
 EG0470
 EG0470.The geoid height was determined by GEOID03.
 EG0470
 EG0470.The dynamic height is computed by dividing the NAVD 88
 EG0470.geopotential number by the normal gravity value computed on the
 EG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0470.degrees latitude (g = 980.6199 gals.).
 EG0470
 EG0470.The modeled gravity was interpolated from observed gravity values.
 EG0470
 EG0470;                    North         East    Units  Estimated Accuracy
 EG0470;SPC MS E     -   520,490.      310,700.      MT  (+/- 180 meters Scaled)
 EG0470
 EG0470                          SUPERSEDED SURVEY CONTROL
 EG0470
 EG0470  NGVD 29 (??/??/92)   93.434  (m)          306.54   (f) ADJ UNCH    1 2
 EG0470
 EG0470.Superseded values are not recommended for survey control.
 EG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0470.See file dsdata.txt to determine how the superseded data were derived.
 EG0470
 EG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC417850(NAD 83)
 EG0470_MARKER: DB = BENCH MARK DISK
 EG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0470_STAMPING: G 128 1939
 EG0470_MARK LOGO: CGS   
 EG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0470+STABILITY: SURFACE MOTION
 EG0470
 EG0470  HISTORY     - Date     Condition        Report By
 EG0470  HISTORY     - 1939     MONUMENTED       CGS
 EG0470  HISTORY     - 1968     GOOD             MSHD
 EG0470  HISTORY     - 1983     GOOD             NGS
 EG0470
 EG0470                          STATION DESCRIPTION
 EG0470
 EG0470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EG0470'IN VERONA.
 EG0470'THE MARK IS LOCATED AT THE MAIN STREET CROSSING OF GULF, MOBILE, AND
 EG0470'OHIO RAILROAD.  THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE,
 EG0470'CONCRETE POST.  IT IS 73 FEET EAST OF THE CENTER LINE OF THE MAIN
 EG0470'TRACK, 36 FEET NORTH OF THE CENTER OF THE STREET, 1 FOOT NORTH OF THE
 EG0470'NORTH EDGE OF A SIDEWALK, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1
 EG0470'FOOT ABOVE THE LEVEL OF THE TRACK.  THE MARK PROJECTS 1 FOOT.
 EG0470
 EG0470                          STATION RECOVERY (1983)
 EG0470
 EG0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0788 ***********************************************************************
 BW0788  DESIGNATION -  G 129
 BW0788  PID         -  BW0788
 BW0788  STATE/COUNTY-  MS/ADAMS
 BW0788  USGS QUAD   -  DEER PARK (1983)
 BW0788
 BW0788                         *CURRENT SURVEY CONTROL
 BW0788  ___________________________________________________________________
 BW0788* NAD 83(1986)-  31 28 50.     (N)    091 30 00.     (W)     SCALED    
 BW0788* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 BW0788  ___________________________________________________________________
 BW0788  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BW0788  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0788
 BW0788.The horizontal coordinates were scaled from a topographic map and have
 BW0788.an estimated accuracy of +/- 6 seconds.
 BW0788
 BW0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0788.The vertical order pertains to the NGVD 29 superseded value.
 BW0788
 BW0788.The geoid height was determined by GEOID03.
 BW0788
 BW0788;                    North         East    Units  Estimated Accuracy
 BW0788;SPC MS W     -   220,140.      589,140.      MT  (+/- 180 meters Scaled)
 BW0788
 BW0788                          SUPERSEDED SURVEY CONTROL
 BW0788
 BW0788  NGVD 29 (??/??/92)   20.119  (m)           66.01   (f) ADJ UNCH    1 2
 BW0788
 BW0788.Superseded values are not recommended for survey control.
 BW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0788.See file dsdata.txt to determine how the superseded data were derived.
 BW0788
 BW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ424838(NAD 83)
 BW0788_MARKER: DB = BENCH MARK DISK
 BW0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0788_STAMPING: G 129 1938
 BW0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0788+STABILITY: SURFACE MOTION
 BW0788
 BW0788  HISTORY     - Date     Condition        Report By
 BW0788  HISTORY     - 1938     MONUMENTED       CGS
 BW0788  HISTORY     - 1940     GOOD             NGS
 BW0788  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW0788  HISTORY     - 19991227 MARK NOT FOUND   NGS
 BW0788
 BW0788                          STATION DESCRIPTION
 BW0788
 BW0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BW0788'7.75 MI SW FROM NATCHEZ.
 BW0788'7-3/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW0788'MISSISSIPPI RIVER, 1/2 MILE NORTH OF FORD LANDING, 60 FEET SOUTHWEST
 BW0788'OF THE SOUTHWEST CORNER OF A HOUSE DIRECTLY WEST OF A BLAZED 38-INCH
 BW0788'COTTONWOOD TREE, 36 FEET EAST OF THE CENTERLINE OF A ROAD, 23 FEET
 BW0788'SOUTHWEST OF A BLAZED 40-INCH COTTONWOOD TREE, AND 18 FEET EAST OF A
 BW0788'FENCE CORNER.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BW0788'PROJECTING 12-INCHES ABOVE GROUND.
 BW0788
 BW0788                          STATION RECOVERY (1979)
 BW0788
 BW0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW0788'MARK NOT FOUND.
 BW0788
 BW0788                          STATION RECOVERY (1999)
 BW0788
 BW0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 BW0788'SITE FOUND, BUT NO TRACE OF MARK COULD BE DISCOVERED.  PRESUMED
 BW0788'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0222 ***********************************************************************
 BV0222  DESIGNATION -  G 13
 BV0222  PID         -  BV0222
 BV0222  STATE/COUNTY-  MS/PERRY
 BV0222  USGS QUAD   -  RICHTON (1964)
 BV0222
 BV0222                         *CURRENT SURVEY CONTROL
 BV0222  ___________________________________________________________________
 BV0222* NAD 83(1986)-  31 15 44.     (N)    088 55 14.     (W)     SCALED    
 BV0222* NAVD 88     -        44.357  (meters)     145.53   (feet)  ADJUSTED  
 BV0222  ___________________________________________________________________
 BV0222  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV0222  DYNAMIC HT  -          44.303 (meters)     145.35  (feet)  COMP
 BV0222  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 BV0222
 BV0222  VERT ORDER  -  FIRST     CLASS II
 BV0222
 BV0222.The horizontal coordinates were scaled from a topographic map and have
 BV0222.an estimated accuracy of +/- 6 seconds.
 BV0222
 BV0222.The orthometric height was determined by differential leveling
 BV0222.and adjusted in May 1996.
 BV0222
 BV0222.The geoid height was determined by GEOID03.
 BV0222
 BV0222.The dynamic height is computed by dividing the NAVD 88
 BV0222.geopotential number by the normal gravity value computed on the
 BV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0222.degrees latitude (g = 980.6199 gals.).
 BV0222
 BV0222.The modeled gravity was interpolated from observed gravity values.
 BV0222
 BV0222;                    North         East    Units  Estimated Accuracy
 BV0222;SPC MS E     -   195,350.      291,690.      MT  (+/- 180 meters Scaled)
 BV0222
 BV0222                          SUPERSEDED SURVEY CONTROL
 BV0222
 BV0222  NGVD 29 (??/??/92)   44.374  (m)          145.58   (f) ADJ UNCH    1 2
 BV0222
 BV0222.Superseded values are not recommended for survey control.
 BV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0222.See file dsdata.txt to determine how the superseded data were derived.
 BV0222
 BV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV171602(NAD 83)
 BV0222_MARKER: DB = BENCH MARK DISK
 BV0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0222_SP_SET: CONCRETE POST
 BV0222_STAMPING: G 13 1934
 BV0222_MARK LOGO: CGS   
 BV0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0222+STABILITY: SURFACE MOTION
 BV0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0222+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV0222
 BV0222  HISTORY     - Date     Condition        Report By
 BV0222  HISTORY     - 1934     MONUMENTED       CGS
 BV0222  HISTORY     - 1943     GOOD             NGS
 BV0222  HISTORY     - 1964     GOOD             NGS
 BV0222  HISTORY     - 19870203 GOOD             MSHD
 BV0222
 BV0222                          STATION DESCRIPTION
 BV0222
 BV0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BV0222'IN HINTONVILLE.
 BV0222'SET IN THE NORTHWEST QUARTER OF ROAD CROSSING, BY THE NORTHEAST CORNER
 BV0222'OF A GARDEN, SOUTHWEST OF THE ABANDONED STATION.  ABOUT 70 FEET WEST
 BV0222'OF THE WEST RAIL OF THE TRACK, 3.5 FEET NORTH OF THE NORTHEAST CORNER
 BV0222'FENCE POST.  ABOUT 150 FEET NORTH OF THE ROAD CROSSING. STANDARD DISK
 BV0222'IN CONCRETE POST.
 BV0222
 BV0222                          STATION RECOVERY (1964)
 BV0222
 BV0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0222'RECOVERED IN GOOD CONDITION.
 BV0222
 BV0222                          STATION RECOVERY (1987)
 BV0222
 BV0222'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0222'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0222'MARK IS LOCATED 9.66 KM (6.00 MI) SOUTH OF RICHTON IN THE NORTHWEST
 BV0222'ANGLE OF THE CROSSING OF A PAVED ROAD WITH AN ABANDONED RAILROAD BED,
 BV0222'10.3 KM (6.40 MI) NORTH OF BEAUMONT, NEAR THE COMMUNITY OF HINTONVILLE
 BV0222'IN SECTION 32, T4N, R9W.  TO REACH FROM THE POST OFFICE IN RICHTON, GO
 BV0222'SOUTH ON STATE HIGHWAY 15 FOR 10.46 KM (6.50 MI) TO A CROSSROAD AT
 BV0222'HINTONVILLE, TURN LEFT AND GO EAST ON BLACKTOP ROAD FOR 0.16 KM
 BV0222'(0.10 MI) TO OLD RAILROAD BED AND THE MARK  ON THE LEFT.  THE MARK CAN
 BV0222'ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY
 BV0222'98 BY GOING NORTH ON HIGHWAY 15 FOR 10.78 KM (6.70 MI) TO A CROSSROAD,
 BV0222'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.16 KM (0.10 MI) TO THE
 BV0222'OLD RAILROAD BED AND THE MARK ON THE LEFT.  MARK IS A STANDARD DISK
 BV0222'SET IN THE TOP OF A SQUARE CONCRETE POST.  IT IS ABOUT 91.4 M
 BV0222'(299.9 FT) NORTH OF THE CENTER OF A PAVED ROAD, 17.37 M (57.0 FT) WEST
 BV0222'CENTER OLD RAILROAD BED, 12.65 M (41.5 FT) NORTH OF A 54 INCH OAK
 BV0222'TREE, 8.99 M (29.5 FT) EAST OF A 13 INCH OAK TREE, 0.30 M (1.0 FT)
 BV0222'EAST OF A CARSONITE WITNESS POST, ABOUT LEVEL WITH OLD RAILROAD BED
 BV0222'AND PROJECTING 8 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1355 ***********************************************************************
 BW1355  DESIGNATION -  G 130
 BW1355  PID         -  BW1355
 BW1355  STATE/COUNTY-  MS/ADAMS
 BW1355  USGS QUAD   -  LAKE MARY (1965)
 BW1355
 BW1355                         *CURRENT SURVEY CONTROL
 BW1355  ___________________________________________________________________
 BW1355* NAD 83(1986)-  31 13 29.     (N)    091 34 48.     (W)     SCALED    
 BW1355* NAVD 88     -        15.18   (+/-2cm)      49.8    (feet)  VERTCON   
 BW1355  ___________________________________________________________________
 BW1355  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BW1355  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1355
 BW1355.The horizontal coordinates were scaled from a topographic map and have
 BW1355.an estimated accuracy of +/- 6 seconds.
 BW1355
 BW1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1355.The vertical order pertains to the NGVD 29 superseded value.
 BW1355
 BW1355.The geoid height was determined by GEOID03.
 BW1355
 BW1355;                    North         East    Units  Estimated Accuracy
 BW1355;SPC MS W     -   191,860.      581,220.      MT  (+/- 180 meters Scaled)
 BW1355
 BW1355                          SUPERSEDED SURVEY CONTROL
 BW1355
 BW1355  NGVD 29 (??/??/92)   15.154  (m)           49.72   (f) ADJ UNCH    1 2
 BW1355
 BW1355.Superseded values are not recommended for survey control.
 BW1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1355.See file dsdata.txt to determine how the superseded data were derived.
 BW1355
 BW1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ352553(NAD 83)
 BW1355_MARKER: DB = BENCH MARK DISK
 BW1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1355_STAMPING: G 130 1938
 BW1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1355+STABILITY: SURFACE MOTION
 BW1355
 BW1355  HISTORY     - Date     Condition        Report By
 BW1355  HISTORY     - 1938     MONUMENTED       CGS
 BW1355
 BW1355                          STATION DESCRIPTION
 BW1355
 BW1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1355'9.5 MI N FROM FORT ADAMS.
 BW1355'IN ADAMS COUNTY, 9-1/2 MILES NORTH OF FORT ADAMS, WILKINSON COUNTY, ON
 BW1355'THE EAST BANK OF MISSISSIPPI RIVER, 1/3/4 MILES UPSTREAM FROM A BRIDGE
 BW1355'ACROSS THE NARROWS, 2500 FEET RIVERSIDE OF THE PROPOSED JACKSON POINT
 BW1355'CUT-OFF, 1900 FEET RIVERSIDE OF A ROAD ON THE TOP BANK OF LAKE MARY,
 BW1355'IN A WOODS, AND ON AN OLD TRAIL LEADING BACK FROM THE ROAD. A STANDARD
 BW1355'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0387 ***********************************************************************
 DK0387  DESIGNATION -  G 132
 DK0387  PID         -  DK0387
 DK0387  STATE/COUNTY-  MS/WASHINGTON
 DK0387  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0387
 DK0387                         *CURRENT SURVEY CONTROL
 DK0387  ___________________________________________________________________
 DK0387* NAD 83(1986)-  33 26 01.     (N)    090 50 11.     (W)     SCALED    
 DK0387* NAVD 88     -        35.801  (meters)     117.46   (feet)  ADJUSTED  
 DK0387  ___________________________________________________________________
 DK0387  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0387  DYNAMIC HT  -          35.763 (meters)     117.33  (feet)  COMP
 DK0387  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 DK0387
 DK0387  VERT ORDER  -  FIRST     CLASS II
 DK0387
 DK0387.The horizontal coordinates were scaled from a topographic map and have
 DK0387.an estimated accuracy of +/- 6 seconds.
 DK0387
 DK0387.The orthometric height was determined by differential leveling
 DK0387.and adjusted in June 1991.
 DK0387
 DK0387.The geoid height was determined by GEOID03.
 DK0387
 DK0387.The dynamic height is computed by dividing the NAVD 88
 DK0387.geopotential number by the normal gravity value computed on the
 DK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0387.degrees latitude (g = 980.6199 gals.).
 DK0387
 DK0387.The modeled gravity was interpolated from observed gravity values.
 DK0387
 DK0387;                    North         East    Units  Estimated Accuracy
 DK0387;SPC MS W     -   436,240.      653,220.      MT  (+/- 180 meters Scaled)
 DK0387
 DK0387                          SUPERSEDED SURVEY CONTROL
 DK0387
 DK0387  NGVD 29 (??/??/??)   35.884  (m)          117.73   (f) ADJUSTED    1 2
 DK0387
 DK0387.Superseded values are not recommended for survey control.
 DK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0387.See file dsdata.txt to determine how the superseded data were derived.
 DK0387
 DK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT011014(NAD 83)
 DK0387_MARKER: DB = BENCH MARK DISK
 DK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0387_STAMPING: G 132 (1939)
 DK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0387+STABILITY: SURFACE MOTION
 DK0387
 DK0387  HISTORY     - Date     Condition        Report By
 DK0387  HISTORY     - 1939     MONUMENTED       CGS
 DK0387  HISTORY     - 1967     GOOD             MSHD
 DK0387
 DK0387                          STATION DESCRIPTION
 DK0387
 DK0387'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0387'3.5 MI NE FROM LELAND.
 DK0387'THE MARK IS LOCATED APPROXIMATELY 4.7 MILES NORTHEAST OF STONEVILLE,
 DK0387'3.5 MILES NORTHEAST OF LELAND, 1.35 MILES NORTHWEST OF HIGHWAY 82, 0.9
 DK0387'MILE SOUTHWEST OF DUNLEITH ON THE COLUMBUS AND GREENVILLE RAILROAD
 DK0387'RIGHT OF WAY AND IS IN THE SOUTHEAST 1/4 OF SECTION 5, T 18N, R 6W. TO
 DK0387'REACH FROM THE U.S. POST OFFICE IN LELAND, GO SOUTHWEST ON U.S.
 DK0387'HIGHWAY 61 FOR 0.7 MILE TO THE INTERSECTION OF U.S. HIGHWAY 82. TURN
 DK0387'LEFT (NORTHEAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 4.55 MILES TO A
 DK0387'CROSSROADS.  TURN LEFT (NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR
 DK0387'1.55 MILES TO A T INTERSECTION.  TURN LEFT (NORTHWEST) AND CONTINUE ON
 DK0387'A NARROW BLACKTOP ROAD FOR 0.85 MILE TO A TRACK ROAD AND THE MARK ON
 DK0387'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 7 INCH SQUARE
 DK0387'CONCRETE POST, AND PROJECTS 8 IN.  IT IS 43 FEET SOUTHEAST OF THE
 DK0387'CENTER OF A BLACKTOP ROAD, 41 FEET NORTHEAST OF THE CENTER OF THE
 DK0387'CROSSING OF THE TRACK ROAD AND THE RAILROAD TRACK, 35 FEET NORTHEAST
 DK0387'OF THE CENTER OF THE TRACK ROAD, 23.5 FEET NORTHWEST OF THE NORTH
 DK0387'RAIL, 8.4 FEET SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT SOUTHEAST OF A
 DK0387'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0814 ***********************************************************************
 BH0814  DESIGNATION -  G 135
 BH0814  PID         -  BH0814
 BH0814  STATE/COUNTY-  MS/HARRISON
 BH0814  USGS QUAD   -  WORTHAM (1983)
 BH0814
 BH0814                         *CURRENT SURVEY CONTROL
 BH0814  ___________________________________________________________________
 BH0814* NAD 83(1986)-  30 36 00.     (N)    089 10 46.     (W)     SCALED    
 BH0814* NAVD 88     -        20.87   (+/-2cm)      68.5    (feet)  VERTCON   
 BH0814  ___________________________________________________________________
 BH0814  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0814
 BH0814.The horizontal coordinates were scaled from a topographic map and have
 BH0814.an estimated accuracy of +/- 6 seconds.
 BH0814
 BH0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0814.The vertical order pertains to the NGVD 29 superseded value.
 BH0814
 BH0814.The geoid height was determined by GEOID03.
 BH0814
 BH0814;                    North         East    Units  Estimated Accuracy
 BH0814;SPC MS E     -   121,980.      266,810.      MT  (+/- 180 meters Scaled)
 BH0814
 BH0814                          SUPERSEDED SURVEY CONTROL
 BH0814
 BH0814  NGVD 29 (??/??/??)   20.875  (m)           68.49   (f) ADJUSTED    2 0
 BH0814
 BH0814.Superseded values are not recommended for survey control.
 BH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0814.See file dsdata.txt to determine how the superseded data were derived.
 BH0814
 BH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU910872(NAD 83)
 BH0814_MARKER: DB = BENCH MARK DISK
 BH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0814_STAMPING: G-135 1943
 BH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0814+STABILITY: SURFACE MOTION
 BH0814
 BH0814  HISTORY     - Date     Condition        Report By
 BH0814  HISTORY     - 1943     MONUMENTED       CGS
 BH0814
 BH0814                          STATION DESCRIPTION
 BH0814
 BH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0814'3.7 MI SW FROM SAUCIER.
 BH0814'0.5 MILE SOUTH ALONG THE G. AND S. I. R.R. FROM THE STATION AT
 BH0814'SAUCIER, THENCE 3.2 MILES SOUTHWEST ALONG THE GRADED COUNTY ROAD, SET
 BH0814'IN THE POINT OF A Y ROAD, 0.2 MILE NORTHEAST OF A LARGE WOOD AND STEEL
 BH0814'BRIDGE, 40 FEET NORTH OF THE CENTER-LINE OF THE ROAD LEADING EAST, 33
 BH0814'FEET SOUTHEAST OF THE CENTER-LINE OF THE MAIN ROAD, ABOUT 1.5 FEET
 BH0814'BELOW ROAD LEVEL, 1 FOOT NORTHWEST OF THE REFERENCE POST. BENCH MARK
 BH0814'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE
 BH0814'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1011 ***********************************************************************
 BH1011  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1011  DESIGNATION -  G 136 RESET 1974
 BH1011  PID         -  BH1011
 BH1011  STATE/COUNTY-  MS/HANCOCK
 BH1011  USGS QUAD   -  KILN (1976)
 BH1011
 BH1011                         *CURRENT SURVEY CONTROL
 BH1011  ___________________________________________________________________
 BH1011* NAD 83(1986)-  30 24 19.     (N)    089 25 11.     (W)     SCALED    
 BH1011* NAVD 88     -         8.43   (+/-2cm)      27.7    (feet)  VERTCON   
 BH1011  ___________________________________________________________________
 BH1011  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BH1011  VERT ORDER  -  THIRD (See Below)
 BH1011
 BH1011.The horizontal coordinates were scaled from a topographic map and have
 BH1011.an estimated accuracy of +/- 6 seconds.
 BH1011
 BH1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1011.The vertical order pertains to the NGVD 29 superseded value.
 BH1011
 BH1011.This Tidal Bench Mark is designated as VM 11468
 BH1011.by the Center for Operational Oceanographic Products and Services.
 BH1011
 BH1011.The geoid height was determined by GEOID03.
 BH1011
 BH1011;                    North         East    Units  Estimated Accuracy
 BH1011;SPC MS E     -   100,490.      243,660.      MT  (+/- 180 meters Scaled)
 BH1011
 BH1011                          SUPERSEDED SURVEY CONTROL
 BH1011
 BH1011  NGVD 29 (??/??/??)    8.49   (m)           27.9    (f) RESET       3  
 BH1011
 BH1011.Superseded values are not recommended for survey control.
 BH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1011.See file dsdata.txt to determine how the superseded data were derived.
 BH1011
 BH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU675661(NAD 83)
 BH1011_MARKER: DB = BENCH MARK DISK
 BH1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1011_SP_SET: CULVERT
 BH1011_STAMPING: G 136 RESET 1974
 BH1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1011
 BH1011  HISTORY     - Date     Condition        Report By
 BH1011  HISTORY     - 1974     MONUMENTED       NGS
 BH1011  HISTORY     - 1989     GOOD             USPSQD
 BH1011
 BH1011                          STATION DESCRIPTION
 BH1011
 BH1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BH1011'IN KILN.
 BH1011'LOCATED AT KILN IN THE SOUTHEAST CORNER OF THE YARD FENCE OF THE
 BH1011'ANNUNCIATION SCHOOL, ON THE PROJECTED PLANE OF THE EAST WALL OF THE
 BH1011'MAIN BUILDING.  IT IS 119 FEET SOUTH OF THE SOUTH CORNER OF THE
 BH1011'BUILDING, 2 FEET WEST OF THE SOUTHEAST CORNER OF THE FENCE, 80 FEET
 BH1011'NORTH OF THE CENTER OF THE ROAD, 66 FEET EAST OF THE CENTER OF THE
 BH1011'FLAG POLE, 83 FEET WEST OF THE CENTER OF THE WEST ENTRANCE TO THE
 BH1011'SCHOOL, AND 59 FEET NORTHWEST OF A YARD LIGHT.  IT IS A SHORT ROD TYPE
 BH1011'MARK, STAMPED G 136 RESET 1974, FLUSH WITH THE GROUND.
 BH1011
 BH1011                          STATION RECOVERY (1989)
 BH1011
 BH1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR)
 BH1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1413 ***********************************************************************
 BH1413  DESIGNATION -  G 137
 BH1413  PID         -  BH1413
 BH1413  STATE/COUNTY-  MS/HANCOCK
 BH1413  USGS QUAD   -  CAESAR (1986)
 BH1413
 BH1413                         *CURRENT SURVEY CONTROL
 BH1413  ___________________________________________________________________
 BH1413* NAD 83(1986)-  30 33 28.     (N)    089 31 06.     (W)     SCALED    
 BH1413* NAVD 88     -        47.86   (+/-2cm)     157.0    (feet)  VERTCON   
 BH1413  ___________________________________________________________________
 BH1413  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH1413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1413
 BH1413.The horizontal coordinates were scaled from a topographic map and have
 BH1413.an estimated accuracy of +/- 6 seconds.
 BH1413
 BH1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1413.The vertical order pertains to the NGVD 29 superseded value.
 BH1413
 BH1413.The geoid height was determined by GEOID03.
 BH1413
 BH1413;                    North         East    Units  Estimated Accuracy
 BH1413;SPC MS E     -   117,450.      234,280.      MT  (+/- 180 meters Scaled)
 BH1413
 BH1413                          SUPERSEDED SURVEY CONTROL
 BH1413
 BH1413  NGVD 29 (??/??/??)   47.927  (m)          157.24   (f) ADJUSTED    2 0
 BH1413
 BH1413.Superseded values are not recommended for survey control.
 BH1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1413.See file dsdata.txt to determine how the superseded data were derived.
 BH1413
 BH1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU584832(NAD 83)
 BH1413_MARKER: DB = BENCH MARK DISK
 BH1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1413+STABILITY: SURFACE MOTION
 BH1413
 BH1413  HISTORY     - Date     Condition        Report By
 BH1413  HISTORY     - UNK      MONUMENTED       CGS
 BH1413  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH1413  HISTORY     - 19831223 MARK NOT FOUND   USPSQD
 BH1413  HISTORY     - 20061105 MARK NOT FOUND   MSSU
 BH1413
 BH1413                          STATION DESCRIPTION
 BH1413
 BH1413'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1413'3.9 MI SE FROM CAESAR.
 BH1413'THE MARK IS LOCATED ABOUT 2 MILES EAST ALONG A GRADED ROAD FROM THE
 BH1413'UNION BAPTIST CHURCH AT CAESAR THENCE 1.9 MILES SOUTH ALONG A ROAD, AT
 BH1413'THE NORTH CORNER OF LEE TOWN SCHOOL YARD, 22 FEET SW OF THE CENTER OF
 BH1413'THE ROAD, 67 1/2 FEET NE OF THE NORTH CORNER OF THE SCHOOL, 57 FEET NW
 BH1413'OF THE CENTER LINE OF CONCRETE WALK LEADING TO MAIN ENTRANCE OF
 BH1413'SCHOOL, 7 FEET NW OF THE CORNER POST AT THE CORNER OF A FENCE AROUND A
 BH1413'SCHOOL, 8 FEET SE OF THE EXTENDED NW FACE OF SCHOOL BUILDING ABOUT
 BH1413'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST.
 BH1413
 BH1413                          STATION RECOVERY (1983)
 BH1413
 BH1413'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLK)
 BH1413'MARK NOT FOUND.
 BH1413
 BH1413                          STATION RECOVERY (2006)
 BH1413
 BH1413'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (EWC)
 BH1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1277 ***********************************************************************
 BH1277  DESIGNATION -  G 139
 BH1277  PID         -  BH1277
 BH1277  STATE/COUNTY-  MS/PEARL RIVER
 BH1277  USGS QUAD   -  PICAYUNE (1985)
 BH1277
 BH1277                         *CURRENT SURVEY CONTROL
 BH1277  ___________________________________________________________________
 BH1277* NAD 83(1986)-  30 34 07.     (N)    089 43 24.     (W)     SCALED    
 BH1277* NAVD 88     -        20.27   (+/-2cm)      66.5    (feet)  VERTCON   
 BH1277  ___________________________________________________________________
 BH1277  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BH1277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1277
 BH1277.The horizontal coordinates were scaled from a topographic map and have
 BH1277.an estimated accuracy of +/- 6 seconds.
 BH1277
 BH1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1277.The vertical order pertains to the NGVD 29 superseded value.
 BH1277
 BH1277.The geoid height was determined by GEOID03.
 BH1277
 BH1277;                    North         East    Units  Estimated Accuracy
 BH1277;SPC MS E     -   118,790.      214,620.      MT  (+/- 180 meters Scaled)
 BH1277
 BH1277                          SUPERSEDED SURVEY CONTROL
 BH1277
 BH1277  NGVD 29 (??/??/??)   20.354  (m)           66.78   (f) ADJUSTED    2 0
 BH1277
 BH1277.Superseded values are not recommended for survey control.
 BH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1277.See file dsdata.txt to determine how the superseded data were derived.
 BH1277
 BH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU388849(NAD 83)
 BH1277_MARKER: DB = BENCH MARK DISK
 BH1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1277_STAMPING: G 139 1943
 BH1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1277+STABILITY: SURFACE MOTION
 BH1277
 BH1277  HISTORY     - Date     Condition        Report By
 BH1277  HISTORY     - 1943     MONUMENTED       CGS
 BH1277  HISTORY     - 1958     GOOD             CGS
 BH1277  HISTORY     - 1972     GOOD             NGS
 BH1277
 BH1277                          STATION DESCRIPTION
 BH1277
 BH1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH1277'4.45 MI NW FROM PICAYUNE.
 BH1277'LOCATED 4.45 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM THE SOUTHERN
 BH1277'RAILROAD STATION IN PICAYUNE, IN THE SOUTHWEST ANGLE OF THE JUNCTION
 BH1277'WITH THE FARM ROAD LEADING SOUTH TO OSCAR STEWARTS FARM HOUSE.  IT IS
 BH1277'0.15 MILE NORTHWEST OF A SIDEROAD LEADING NORTH, 79 FEET SOUTH OF THE
 BH1277'CENTER OF THE HIGHWAY, 29 FEET WEST OF THE CENTER OF THE DRIVEWAY
 BH1277'LEADING SOUTH, 24 FEET WEST OF THE WEST END OF A CATTLE GUARD, AND 2
 BH1277'FEET NORTH OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BH1277'6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH
 BH1277'THE ROAD.
 BH1277
 BH1277                          STATION RECOVERY (1972)
 BH1277
 BH1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0360 ***********************************************************************
 BV0360  DESIGNATION -  G 14 RESET
 BV0360  PID         -  BV0360
 BV0360  STATE/COUNTY-  MS/WAYNE
 BV0360  USGS QUAD   -  WATER OAK (1964)
 BV0360
 BV0360                         *CURRENT SURVEY CONTROL
 BV0360  ___________________________________________________________________
 BV0360* NAD 83(1986)-  31 31 16.     (N)    088 45 24.     (W)     SCALED    
 BV0360* NAVD 88     -        91.03   (+/-2cm)     298.7    (feet)  VERTCON   
 BV0360  ___________________________________________________________________
 BV0360  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV0360  VERT ORDER  -  THIRD (See Below)
 BV0360
 BV0360.The horizontal coordinates were scaled from a topographic map and have
 BV0360.an estimated accuracy of +/- 6 seconds.
 BV0360
 BV0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0360.The vertical order pertains to the NGVD 29 superseded value.
 BV0360
 BV0360.The geoid height was determined by GEOID03.
 BV0360
 BV0360;                    North         East    Units  Estimated Accuracy
 BV0360;SPC MS E     -   224,050.      307,280.      MT  (+/- 180 meters Scaled)
 BV0360
 BV0360                          SUPERSEDED SURVEY CONTROL
 BV0360
 BV0360  NGVD 29 (08/12/04)   91.02   (m)          298.6    (f) RESET       3  
 BV0360
 BV0360.Superseded values are not recommended for survey control.
 BV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0360.See file dsdata.txt to determine how the superseded data were derived.
 BV0360
 BV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV332886(NAD 83)
 BV0360_MARKER: DB = BENCH MARK DISK
 BV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0360_SP_SET: CONCRETE POST
 BV0360_STAMPING: G 14 RESET 1961
 BV0360_MARK LOGO: CGS   
 BV0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0360+STABILITY: SURFACE MOTION
 BV0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0360+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991
 BV0360
 BV0360  HISTORY     - Date     Condition        Report By
 BV0360  HISTORY     - 1961     MONUMENTED       CGS
 BV0360  HISTORY     - 1964     GOOD             NGS
 BV0360  HISTORY     - 19910729 GOOD             MSHD
 BV0360
 BV0360                          STATION DESCRIPTION
 BV0360
 BV0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BV0360'6.7 MI S FROM CLARA.
 BV0360'THE MARK IS A DISK SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST.
 BV0360'IT IS 104 FEET WEST OF THE CENTERLINE OF THE HIGHWAY 63, 53 FEET NORTH
 BV0360'OF A 36 INCH OAK TREE, 47 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 BV0360'FRAME HOUSE, 30 FEET WEST OF THE CENTER OF OLD ROAD, 14 FEET NORTH OF
 BV0360'THE CENTER OF A DRIVEWAY 1 FOOT SOUTHWEST OF A FENCE CORNER, 1 FOOT
 BV0360'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND PROJECTS 2
 BV0360'INCHES.
 BV0360
 BV0360                          STATION RECOVERY (1991)
 BV0360
 BV0360'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0360'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHWEST OF CLARA, ON THE
 BV0360'WEST SIDE OF STATE HIGHWAY 63, ON THE LAWN OF A MOBILE HOME AND IS IN
 BV0360'SECTION 35, T 7N, R 8W.
 BV0360'TO REACH FROM THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV0360'63 FOR 5.0 MI (8.0 KM) TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 BV0360'SOUTH ON STATE HIGHWAY 63 FOR 1.9 MI (3.1 KM) TO A DRIVEWAY AND THE
 BV0360'MARK ON THE RIGHT.
 BV0360'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 BV0360'1.0 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 1 INCH,
 BV0360'105.0 FT (32.0 M) WEST OF THE CENTER OF HIGHWAY 63, 81.5 FT (24.8 M)
 BV0360'NORTHWEST OF A POWER POLE WITH A GUY WIRE, 64.0 FT (19.5 M) SOUTHEAST
 BV0360'OF A POWER SERVICE POLE, 52.5 FT (16.0 M) NORTH OF A 48 INCH OAK,
 BV0360'23.0 FT (7.0 M) WEST OF THE CENTER OF THE OLD HIGHWAY, 14.0 FT
 BV0360'(4.3 M) NORTH OF THE CENTER OF A DRIVEWAY, 3.0 FT (0.9 M) NORTH OF AN
 BV0360'8 INCH TWIN CEDAR AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1301 ***********************************************************************
 BH1301  DESIGNATION -  G 140
 BH1301  PID         -  BH1301
 BH1301  STATE/COUNTY-  MS/PEARL RIVER
 BH1301  USGS QUAD   -  FORDS CREEK (1986)
 BH1301
 BH1301                         *CURRENT SURVEY CONTROL
 BH1301  ___________________________________________________________________
 BH1301* NAD 83(1986)-  30 52 38.     (N)    089 44 15.     (W)     SCALED    
 BH1301* NAVD 88     -        37.00   (+/-2cm)     121.4    (feet)  VERTCON   
 BH1301  ___________________________________________________________________
 BH1301  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BH1301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1301
 BH1301.The horizontal coordinates were scaled from a topographic map and have
 BH1301.an estimated accuracy of +/- 6 seconds.
 BH1301
 BH1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1301.The vertical order pertains to the NGVD 29 superseded value.
 BH1301
 BH1301.The geoid height was determined by GEOID03.
 BH1301
 BH1301;                    North         East    Units  Estimated Accuracy
 BH1301;SPC MS E     -   153,020.      213,540.      MT  (+/- 180 meters Scaled)
 BH1301
 BH1301                          SUPERSEDED SURVEY CONTROL
 BH1301
 BH1301  NGVD 29 (??/??/??)   37.071  (m)          121.62   (f) ADJUSTED    2 0
 BH1301
 BH1301.Superseded values are not recommended for survey control.
 BH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1301.See file dsdata.txt to determine how the superseded data were derived.
 BH1301
 BH1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV382192(NAD 83)
 BH1301_MARKER: DB = BENCH MARK DISK
 BH1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1301_STAMPING: G 140 1943
 BH1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1301+STABILITY: SURFACE MOTION
 BH1301
 BH1301  HISTORY     - Date     Condition        Report By
 BH1301  HISTORY     - 1943     MONUMENTED       CGS
 BH1301  HISTORY     - 1971     GOOD             MSHD
 BH1301
 BH1301                          STATION DESCRIPTION
 BH1301
 BH1301'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1301'12.3 MI WNW FROM POPLARVILLE.
 BH1301'THE MARK IS LOCATED 12.3 MILES WEST-NORTHWEST OF POPLARVILLE NEAR THE
 BH1301'NORTHEAST CORNER OF A YARD FENCE ON THE PROPERTY OF MR. ROBERT FORNEA,
 BH1301'AND ABOUT 100 YARDS NORTH OF A SMALL CEMETERY.  IT IS 44.5 FEET WEST
 BH1301'OF THE CENTER OF HIGHWAY 43, 20 FEET NORTHEAST OF THE NORTHEAST CORNER
 BH1301'OF THE PORCH OF A SMALL FRAME HOUSE, 12.5 FEET NORTH OF THE PROJECTED
 BH1301'PLANE OF THE NORTH WALL OF THE HOUSE, 1.5 FEET EAST OF AN 18 INCH
 BH1301'CEDAR, 1 FOOT SOUTH OF A T FENCE CORNER, 1 FOOT EAST OF A FENCE, 1
 BH1301'FOOT WEST OF A METAL WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE
 BH1301'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES. TO
 BH1301'REACH FROM THE PEARL RIVER COUNTY COURTHOUSE IN POPLARVILLE GO NORTH
 BH1301'ON STATE HIGHWAY 26 FOR 1/2 BLOCK TO AN INTERSECTION. TURN LEFT AND
 BH1301'CONTINUE WEST ON STATE HIGHWAY 26 FOR 0.45 MILES TO THE INTERSECTION
 BH1301'OF U.S. HIGHWAY 11.  CONTINUE WEST ON STATE HIGHWAY 26 FOR 14.7 MILES
 BH1301'TO THE INTERSECTION OF STATE HIGHWAY 43. TURN RIGHT AND CONTINUE NORTH
 BH1301'ON STATE HIGHWAY 43 FOR 5.9 MILES TO A SMALL FRAME HOUSE AND THE MARK
 BH1301'IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0758 ***********************************************************************
 BV0758  DESIGNATION -  G 142
 BV0758  PID         -  BV0758
 BV0758  STATE/COUNTY-  MS/PERRY
 BV0758  USGS QUAD   -  JANICE (1983)
 BV0758
 BV0758                         *CURRENT SURVEY CONTROL
 BV0758  ___________________________________________________________________
 BV0758* NAD 83(1986)-  31 03 09.     (N)    089 06 44.     (W)     SCALED    
 BV0758* NAVD 88     -        46.93   (+/-2cm)     154.0    (feet)  VERTCON   
 BV0758  ___________________________________________________________________
 BV0758  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BV0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0758
 BV0758.The horizontal coordinates were scaled from a topographic map and have
 BV0758.an estimated accuracy of +/- 6 seconds.
 BV0758
 BV0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0758.The vertical order pertains to the NGVD 29 superseded value.
 BV0758
 BV0758.The geoid height was determined by GEOID03.
 BV0758
 BV0758;                    North         East    Units  Estimated Accuracy
 BV0758;SPC MS E     -   172,130.      273,380.      MT  (+/- 180 meters Scaled)
 BV0758
 BV0758                          SUPERSEDED SURVEY CONTROL
 BV0758
 BV0758  NGVD 29 (??/??/92)   46.947  (m)          154.03   (f) ADJ UNCH    2 0
 BV0758
 BV0758.Superseded values are not recommended for survey control.
 BV0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0758.See file dsdata.txt to determine how the superseded data were derived.
 BV0758
 BV0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV984373(NAD 83)
 BV0758_MARKER: DB = BENCH MARK DISK
 BV0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0758_STAMPING: G 142 1943
 BV0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0758+STABILITY: SURFACE MOTION
 BV0758
 BV0758  HISTORY     - Date     Condition        Report By
 BV0758  HISTORY     - 1943     MONUMENTED       CGS
 BV0758
 BV0758                          STATION DESCRIPTION
 BV0758
 BV0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0758'5.4 MI E FROM BROOKLYN.
 BV0758'5.4 MILES EAST ALONG BROOKLYN-MCLAIN ROAD FROM THE POST OFFICE AT
 BV0758'BROOKLYN, AT THE SOUTHWEST CORNER OF A YARD FENCE OF A SMALL UNPAINTED
 BV0758'FRAME HOUSE, 24.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROAD,
 BV0758'3.0 FEET SOUTHEAST OF THE YARD FENCE CORNER POST, 1.2 FEET SOUTH OF
 BV0758'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BV0758'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0759 ***********************************************************************
 BV0759  DESIGNATION -  G 142 RESET 1956
 BV0759  PID         -  BV0759
 BV0759  STATE/COUNTY-  MS/PERRY
 BV0759  USGS QUAD   -  JANICE (1983)
 BV0759
 BV0759                         *CURRENT SURVEY CONTROL
 BV0759  ___________________________________________________________________
 BV0759* NAD 83(1986)-  31 03 09.     (N)    089 06 44.     (W)     SCALED    
 BV0759* NAVD 88     -        45.57   (+/-2cm)     149.5    (feet)  VERTCON   
 BV0759  ___________________________________________________________________
 BV0759  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BV0759  VERT ORDER  -  THIRD (See Below)
 BV0759
 BV0759.The horizontal coordinates were scaled from a topographic map and have
 BV0759.an estimated accuracy of +/- 6 seconds.
 BV0759
 BV0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0759.The vertical order pertains to the NGVD 29 superseded value.
 BV0759
 BV0759.The geoid height was determined by GEOID03.
 BV0759
 BV0759;                    North         East    Units  Estimated Accuracy
 BV0759;SPC MS E     -   172,130.      273,380.      MT  (+/- 180 meters Scaled)
 BV0759
 BV0759                          SUPERSEDED SURVEY CONTROL
 BV0759
 BV0759  NGVD 29 (08/12/04)   45.59   (m)          149.6    (f) RESET       3  
 BV0759
 BV0759.Superseded values are not recommended for survey control.
 BV0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0759.See file dsdata.txt to determine how the superseded data were derived.
 BV0759
 BV0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV984373(NAD 83)
 BV0759_MARKER: DB = BENCH MARK DISK
 BV0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0759_STAMPING: G 142 RESET 1956
 BV0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0759+STABILITY: SURFACE MOTION
 BV0759
 BV0759  HISTORY     - Date     Condition        Report By
 BV0759  HISTORY     - 1956     MONUMENTED       CGS
 BV0759  HISTORY     - 1958     GOOD             NGS
 BV0759
 BV0759                          STATION DESCRIPTION
 BV0759
 BV0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0759'5.2 MI E FROM BROOKLYN.
 BV0759'LOCATED 5.2 MILES EAST ALONG THE BROOKLYN-MCLAIN ROAD FROM THE POST
 BV0759'OFFICE IN BROOKLYN, 0.5 MILE EAST OF A SIDE ROAD LEADING EAST AND ON
 BV0759'PROPERTY OF MR. COBAN.  IT IS 121 FEET WEST OF THE SOUTHWEST CORNER OF
 BV0759'THE HOUSE, 36 FEET NORTH OF THE CENTER OF THE ROAD, 76 FEET
 BV0759'NORTH-NORTHWEST OF THE POWER POLE WITH A TRANSFORMER, 46 FEET SOUTH OF
 BV0759'A 4-FOOT OAK TREE, AND 81 FEET WEST-SOUTHWEST OF A POWER POLE IN THE
 BV0759'YARD WEST OF THE HOUSE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0759'12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT 1 FOOT ABOVE
 BV0759'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0504 ***********************************************************************
 BH0504  DESIGNATION -  G 143
 BH0504  PID         -  BH0504
 BH0504  STATE/COUNTY-  MS/STONE
 BH0504  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0504
 BH0504                         *CURRENT SURVEY CONTROL
 BH0504  ___________________________________________________________________
 BH0504* NAD 83(1986)-  30 48 57.     (N)    088 54 39.     (W)     SCALED    
 BH0504* NAVD 88     -        46.62   (+/-2cm)     153.0    (feet)  VERTCON   
 BH0504  ___________________________________________________________________
 BH0504  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0504
 BH0504.The horizontal coordinates were scaled from a topographic map and have
 BH0504.an estimated accuracy of +/- 6 seconds.
 BH0504
 BH0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0504.The vertical order pertains to the NGVD 29 superseded value.
 BH0504
 BH0504.The geoid height was determined by GEOID03.
 BH0504
 BH0504;                    North         East    Units  Estimated Accuracy
 BH0504;SPC MS E     -   145,860.      292,590.      MT  (+/- 180 meters Scaled)
 BH0504
 BH0504                          SUPERSEDED SURVEY CONTROL
 BH0504
 BH0504  NGVD 29 (??/??/??)   46.623  (m)          152.96   (f) ADJUSTED    2 0
 BH0504
 BH0504.Superseded values are not recommended for survey control.
 BH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0504.See file dsdata.txt to determine how the superseded data were derived.
 BH0504
 BH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV172107(NAD 83)
 BH0504_MARKER: DB = BENCH MARK DISK
 BH0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0504_STAMPING: G 143 1943
 BH0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0504+STABILITY: SURFACE MOTION
 BH0504
 BH0504  HISTORY     - Date     Condition        Report By
 BH0504  HISTORY     - 1943     MONUMENTED       CGS
 BH0504  HISTORY     - 1971     GOOD             MSHD
 BH0504
 BH0504                          STATION DESCRIPTION
 BH0504
 BH0504'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0504'13.8 MI SE FROM WIGGINS.
 BH0504'THE MARK IS LOCATED 13.8 MILES SOUTHEAST OF WIGGINS AT THE ENTRANCE TO
 BH0504'THE NEW ZION METH. CHURCH, 13.8 MILES NORTHEAST OF PERKINSTON IN THE
 BH0504'NORTHWEST 1.4 OF SECTION 5, T 3S, R 9W.  IT IS 74 PACES WEST OF THE
 BH0504'NORTHWEST CORNER OF THE CHURCH, 9 FEET SOUTH OF THE PROJECTED PLANE OF
 BH0504'THE NORTHWEST 211 OF THE CHURCH, 32 FEET EAST OF THE CENTER OF A
 BH0504'GRAVELED ROAD, 25 FEET SOUTH OF THE CENTER OF THE CHURCH DRIVEWAY,
 BH0504'78.5 FEET WEST OF A POWER POLE, 21.5 FEET NORTH OF A 12 INCH PINE, 1
 BH0504'FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 BH0504'CONCRETE POST ABOUT 18 INCHES ABOVE THE LEVEL OF THE ROAD AND PROJECTS
 BH0504'6 INCHES.  TO REACH FROM THE STONE JUNIOR HIGH SCHOOL 0.6 MILES EAST
 BH0504'OF WIGGINS GO EAST ON STATE HIGHWAY 26 FOR 8.3 MILES TO THE
 BH0504'INTERSECTION OF STATE HIGHWAY 15.  CONTINUE EAST ON STATE HIGHWAY 26
 BH0504'FOR 3.3 MILES TO A CROSSROAD.  TURN RIGHT AND CONTINUE SOUTH ON A
 BH0504'GRAVELED ROAD FOR 2 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON
 BH0504'A GRAVELED ROAD FOR 1.7 MILES TO THE CHURCH AND THE MARK IS ON THE
 BH0504'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0568 ***********************************************************************
 BH0568  DESIGNATION -  G 145
 BH0568  PID         -  BH0568
 BH0568  STATE/COUNTY-  MS/HARRISON
 BH0568  USGS QUAD   -  WHITE PLAINS (1982)
 BH0568
 BH0568                         *CURRENT SURVEY CONTROL
 BH0568  ___________________________________________________________________
 BH0568* NAD 83(1986)-  30 32 24.     (N)    088 56 33.     (W)     SCALED    
 BH0568* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 BH0568  ___________________________________________________________________
 BH0568  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0568
 BH0568.The horizontal coordinates were scaled from a topographic map and have
 BH0568.an estimated accuracy of +/- 6 seconds.
 BH0568
 BH0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0568.The vertical order pertains to the NGVD 29 superseded value.
 BH0568
 BH0568.The geoid height was determined by GEOID03.
 BH0568
 BH0568;                    North         East    Units  Estimated Accuracy
 BH0568;SPC MS E     -   115,290.      289,530.      MT  (+/- 180 meters Scaled)
 BH0568
 BH0568                          SUPERSEDED SURVEY CONTROL
 BH0568
 BH0568  NGVD 29 (??/??/??)   19.100  (m)           62.66   (f) ADJUSTED    2 0
 BH0568
 BH0568.Superseded values are not recommended for survey control.
 BH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0568.See file dsdata.txt to determine how the superseded data were derived.
 BH0568
 BH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU136802(NAD 83)
 BH0568_MARKER: DB = BENCH MARK DISK
 BH0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0568_STAMPING: G 145 1943
 BH0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0568+STABILITY: SURFACE MOTION
 BH0568
 BH0568  HISTORY     - Date     Condition        Report By
 BH0568  HISTORY     - 1943     MONUMENTED       CGS
 BH0568  HISTORY     - 1972     GOOD             MSHD
 BH0568
 BH0568                          STATION DESCRIPTION
 BH0568
 BH0568'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0568'10.1 MI NW FROM BILOXI.
 BH0568'THE MARK IS LOCATED 10.1 MILES NORTHWEST OF BILOXI ON THE NORTHEAST
 BH0568'ROW OF A COUNTY ROAD IN THE NORTHEAST 1/4 OF SECTION 12, T 6S, R 10W.
 BH0568'IT IS 30 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 56 FEET
 BH0568'NORTH OF POLE NO 18, 12 FEET EAST OF A 12 INCH BLAZED PINE, 13.5 FEET
 BH0568'NORTHWEST OF A 10 INCH BLAZED PINE, 6 FEET EAST OF THE CENTER OF A
 BH0568'FIRE LANE, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF
 BH0568'A 6 INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 BH0568'AND PROJECTS 7 INCHES.  NOTE-- TO REACH FROM THE BRIDGE OVER I-10
 BH0568'ABOUT 4 MILES NORTH OF BILOXI GO NORTH ON STATE HIGHWAY 67 AND 15 FOR
 BH0568'1.5 MILES TO THE JUNCTION OF STATE HIGHWAY 15.  TURN RIGHT AND GO
 BH0568'NORTH ON HIGHWAY 15 FOR 1.8 MILES TO A CROSSROAD.  CONTINUE NORTHWEST
 BH0568'ON HIGHWAY 15 (GRAVELED ROAD) FOR 3 MILES TO A SIDE ROAD LEFT. TURN
 BH0568'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.3 MILES TO THE MARK ON THE
 BH0568'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0702 ***********************************************************************
 BV0702  DESIGNATION -  G 147
 BV0702  PID         -  BV0702
 BV0702  STATE/COUNTY-  MS/FORREST
 BV0702  USGS QUAD   -  ROCK HILL (1963)
 BV0702
 BV0702                         *CURRENT SURVEY CONTROL
 BV0702  ___________________________________________________________________
 BV0702* NAD 83(1986)-  31 05 37.     (N)    089 15 31.     (W)     SCALED    
 BV0702* NAVD 88     -        87.67   (+/-2cm)     287.6    (feet)  VERTCON   
 BV0702  ___________________________________________________________________
 BV0702  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BV0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0702
 BV0702.The horizontal coordinates were scaled from a topographic map and have
 BV0702.an estimated accuracy of +/- 6 seconds.
 BV0702
 BV0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0702.The vertical order pertains to the NGVD 29 superseded value.
 BV0702
 BV0702.The geoid height was determined by GEOID03.
 BV0702
 BV0702;                    North         East    Units  Estimated Accuracy
 BV0702;SPC MS E     -   176,730.      259,430.      MT  (+/- 180 meters Scaled)
 BV0702
 BV0702                          SUPERSEDED SURVEY CONTROL
 BV0702
 BV0702  NGVD 29 (??/??/92)   87.685  (m)          287.68   (f) ADJ UNCH    2 0
 BV0702
 BV0702.Superseded values are not recommended for survey control.
 BV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0702.See file dsdata.txt to determine how the superseded data were derived.
 BV0702
 BV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV845421(NAD 83)
 BV0702_MARKER: DB = BENCH MARK DISK
 BV0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0702_STAMPING: G 147 1943 (287.680)
 BV0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0702+STABILITY: SURFACE MOTION
 BV0702
 BV0702  HISTORY     - Date     Condition        Report By
 BV0702  HISTORY     - 1943     MONUMENTED       CGS
 BV0702  HISTORY     - 1956     GOOD             NGS
 BV0702  HISTORY     - 1964     GOOD             NGS
 BV0702
 BV0702                          STATION DESCRIPTION
 BV0702
 BV0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0702'5.5 MI NW FROM BROOKLYN.
 BV0702'LOCATED 5.5 MILES NORTHWEST ALONG THE BROOKLYN-PURVIS ROAD FROM THE
 BV0702'POST OFFICE IN BROOKLYN, ACROSS THE ROAD FROM THE J.C. BURT HOUSE, 225
 BV0702'FEET SOUTHWEST AND ACROSS THE ROAD FROM THE HOUSE, 200 FEET SOUTH AND
 BV0702'ACROSS THE ROAD FROM THE BARN, 21 FEET SOUTH OF THE CENTER OF THE
 BV0702'ROAD, 12 FEET WEST OF THE WEST END OF A WIRE GATE TO FIELD ROAD
 BV0702'LEADING SOUTH AND 1.5 FEET NORTH OF A FENCE LINE.  IT SI A STANDARD
 BV0702'DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 4 INCHES AND
 BV0702'ABOUT LEVEL WITH THE ROAD.  TO REACH THE MARK FROM THE POST OFFICE IN
 BV0702'BROOKLYN GO WEST FOR 1.0 MILE TO U.S. HIGHWAY 49, TURN RIGHT, NORTH,
 BV0702'AND GO 1.0 MILE TO A CROSSROAD, TURN LEFT, WEST, AND GO 2.9 MILES TO A
 BV0702'FORK, TAKE LEFT FORK AND GO 0.4 MILE TO THE MARK ON THE LEFT.
 BV0702
 BV0702                          STATION RECOVERY (1964)
 BV0702
 BV0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0678 ***********************************************************************
 BV0678  DESIGNATION -  G 148
 BV0678  PID         -  BV0678
 BV0678  STATE/COUNTY-  MS/LAMAR
 BV0678  USGS QUAD   -  PURVIS (1982)
 BV0678
 BV0678                         *CURRENT SURVEY CONTROL
 BV0678  ___________________________________________________________________
 BV0678* NAD 83(1986)-  31 07 33.     (N)    089 24 27.     (W)     SCALED    
 BV0678* NAVD 88     -       107.81   (+/-2cm)     353.7    (feet)  VERTCON   
 BV0678  ___________________________________________________________________
 BV0678  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BV0678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0678
 BV0678.The horizontal coordinates were scaled from a topographic map and have
 BV0678.an estimated accuracy of +/- 6 seconds.
 BV0678
 BV0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0678.The vertical order pertains to the NGVD 29 superseded value.
 BV0678
 BV0678.The geoid height was determined by GEOID03.
 BV0678
 BV0678;                    North         East    Units  Estimated Accuracy
 BV0678;SPC MS E     -   180,370.      245,240.      MT  (+/- 180 meters Scaled)
 BV0678
 BV0678                          SUPERSEDED SURVEY CONTROL
 BV0678
 BV0678  NGVD 29 (??/??/92)  107.830  (m)          353.77   (f) ADJ UNCH    2 0
 BV0678
 BV0678.Superseded values are not recommended for survey control.
 BV0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0678.See file dsdata.txt to determine how the superseded data were derived.
 BV0678
 BV0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV704460(NAD 83)
 BV0678_MARKER: DB = BENCH MARK DISK
 BV0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0678_STAMPING: G 148 1943 (353.772)
 BV0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0678+STABILITY: SURFACE MOTION
 BV0678
 BV0678  HISTORY     - Date     Condition        Report By
 BV0678  HISTORY     - 1943     MONUMENTED       CGS
 BV0678  HISTORY     - 1964     GOOD             MSHD
 BV0678
 BV0678                          STATION DESCRIPTION
 BV0678
 BV0678'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0678'1.2 MI S FROM PURVIS.
 BV0678'THE MARK IS LOCATED 1.2 MILES SOUTH ALONG BLACKTOPPED ROAD FROM THE
 BV0678'POST OFFICE IN PURVIS, AT THE INTERSECTION WITH U.S. HIGHWAY 11, EAST
 BV0678'AND ACROSS THE ROAD FROM A PECAN ORCHARD AND ABOUT 100 YARDS NORTHWEST
 BV0678'OF A LARGE RED BRICK HOUSE IN A PINE GROVE, ABOUT 75 YARDS NORTHEAST
 BV0678'OF A LARGE BROWN BRICK HOUSE IN THE PECAN ORCHARD.  THE MARK IS A DISK
 BV0678'SET IN THE TOP OF A 4 INCH SQUARE, CONCRETE POST.  IT IS 28 FEET NORTH
 BV0678'OF THE EDGE OF A CUT BANK, 55.5 FEET WEST OF THE CENTERLINE OF U.S.
 BV0678'HIGHWAY 11, 43 FEET EAST OF THE CENTERLINE OF THE BLACKTOPPED ROAD
 BV0678'(OLD U.S. HIGHWAY 11) 36 FEET SOUTH OF A LONE OAK TREE, 1 FOOT ABOVE
 BV0678'THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. IT IS 1 FOOT EAST OF A
 BV0678'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0691 ***********************************************************************
 BV0691  DESIGNATION -  G 149 RESET 1960
 BV0691  PID         -  BV0691
 BV0691  STATE/COUNTY-  MS/FORREST
 BV0691  USGS QUAD   -  DIXIE (1982)
 BV0691
 BV0691                         *CURRENT SURVEY CONTROL
 BV0691  ___________________________________________________________________
 BV0691* NAD 83(1986)-  31 11 18.     (N)    089 20 42.     (W)     SCALED    
 BV0691* NAVD 88     -        91.77   (+/-2cm)     301.1    (feet)  VERTCON   
 BV0691  ___________________________________________________________________
 BV0691  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BV0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0691
 BV0691.The horizontal coordinates were scaled from a topographic map and have
 BV0691.an estimated accuracy of +/- 6 seconds.
 BV0691
 BV0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0691.The vertical order pertains to the NGVD 29 superseded value.
 BV0691
 BV0691.The geoid height was determined by GEOID03.
 BV0691
 BV0691;                    North         East    Units  Estimated Accuracy
 BV0691;SPC MS E     -   187,270.      251,230.      MT  (+/- 180 meters Scaled)
 BV0691
 BV0691                          SUPERSEDED SURVEY CONTROL
 BV0691
 BV0691  NGVD 29 (??/??/92)   91.785  (m)          301.13   (f) ADJ UNCH    2 0
 BV0691
 BV0691.Superseded values are not recommended for survey control.
 BV0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0691.See file dsdata.txt to determine how the superseded data were derived.
 BV0691
 BV0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV765528(NAD 83)
 BV0691_MARKER: DB = BENCH MARK DISK
 BV0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0691_STAMPING: G 149 RESET 1960
 BV0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0691+STABILITY: SURFACE MOTION
 BV0691
 BV0691  HISTORY     - Date     Condition        Report By
 BV0691  HISTORY     - 1960     MONUMENTED       CGS
 BV0691  HISTORY     - 1964     GOOD             MSHD
 BV0691
 BV0691                          STATION DESCRIPTION
 BV0691
 BV0691'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0691'7.9 MI NW FROM CAMP SHELBY.
 BV0691'TO REACH THE MARK FROM THE WEST ENTRANCE TO CAMP SHELBY ON U.S.
 BV0691'HIGHWAY 49, GO NORTH ON 49 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT,
 BV0691'WEST, AND GO WEST FOR 1.9 MILES TO A T INTERSECTION, TURN RIGHT, GO
 BV0691'0.7 MILE TO A SIDE ROAD LEFT, JUST BEFORE REACHING THE DIXIE SCHOOL ON
 BV0691'THE RIGHT, TURN LEFT, WEST, AND GO 0.7 MILE TO A T INTERSECTION, TURN
 BV0691'SOUTH, LEFT, AND GO 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, WEST
 BV0691'AND GO 1.6 MILE TO THE RAYBORN HOUSE AND THE MARK ON THE RIGHT. THE
 BV0691'MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS
 BV0691'51 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 16.5 FEET NORTHEAST OF
 BV0691'A POWER POLE, 1.0 FOOT EAST OF A ROW MARKER AND 10.0 FEET NORTH OF
 BV0691'ANOTHER ROW MARKER, 9 FEET SOUTHWEST OF A 14 INCH PINE TREE AND 69
 BV0691'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A DWELLING HOUSE, 1 FOOT
 BV0691'NORTHWEST OF A METAL WITNESS POST AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0460 ***********************************************************************
 BH0460  DESIGNATION -  G 15
 BH0460  PID         -  BH0460
 BH0460  STATE/COUNTY-  MS/GEORGE
 BH0460  USGS QUAD   -  MERRILL (1982)
 BH0460
 BH0460                         *CURRENT SURVEY CONTROL
 BH0460  ___________________________________________________________________
 BH0460* NAD 83(1986)-  30 58 00.     (N)    088 40 26.     (W)     SCALED    
 BH0460* NAVD 88     -        38.69   (+/-2cm)     126.9    (feet)  VERTCON   
 BH0460  ___________________________________________________________________
 BH0460  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0460
 BH0460.The horizontal coordinates were scaled from a topographic map and have
 BH0460.an estimated accuracy of +/- 6 seconds.
 BH0460
 BH0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0460.The vertical order pertains to the NGVD 29 superseded value.
 BH0460
 BH0460.The geoid height was determined by GEOID03.
 BH0460
 BH0460;                    North         East    Units  Estimated Accuracy
 BH0460;SPC MS E     -   162,590.      315,230.      MT  (+/- 180 meters Scaled)
 BH0460
 BH0460                          SUPERSEDED SURVEY CONTROL
 BH0460
 BH0460  NGVD 29 (??/??/??)   38.685  (m)          126.92   (f) ADJUSTED    2 0
 BH0460
 BH0460.Superseded values are not recommended for survey control.
 BH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0460.See file dsdata.txt to determine how the superseded data were derived.
 BH0460
 BH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV401271(NAD 83)
 BH0460_MARKER: DB = BENCH MARK DISK
 BH0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0460_STAMPING: G 15 1934
 BH0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0460+STABILITY: SURFACE MOTION
 BH0460
 BH0460  HISTORY     - Date     Condition        Report By
 BH0460  HISTORY     - 1934     MONUMENTED       CGS
 BH0460  HISTORY     - 1971     GOOD             MSHD
 BH0460
 BH0460                          STATION DESCRIPTION
 BH0460
 BH0460'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0460'5.8 MI NW FROM LUCEDALE.
 BH0460'THE MARK IS LOCATED 5.8 MILES NORTHWEST OF LUCEDALE IN THE SOUTHEAST
 BH0460'ANGLE OF THE CROSSING OF THE G.M. AND O. RAILROAD TRACK WITH A
 BH0460'GRAVELED ROAD (THE CROSSING FORMERLY KNOWN AS BETLEY), 2.9 MILES
 BH0460'SOUTHEAST OF MERRILL IN THE NW 1/4 OF SECTION 15, T1S, R7W.  IT IS 52
 BH0460'FEET SOUTH OF THE CENTER OF THE CROSSING, 18 FEET SOUTHWEST OF THE
 BH0460'SOUTH RAIL, 50 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 5 FEET
 BH0460'SOUTH OF POLE NO. 1378, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, SET
 BH0460'IN THE TOP OF A 9-INCH SQUARE CONCRETE POST, ABOUT 1 FOOT BELOW THE
 BH0460'LEVEL OF THE TRACK AND PROJECTS 3 INCHES.  TO REACH THE MARK FROM THE
 BH0460'U.S. POST OFFICE IN LUCEDALE, GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE
 BH0460'TO THE JUNCTION OF MISS. HIGHWAYS 26 AND 63. CONTINUE WEST ON U.S.
 BH0460'HIGHWAY 98 FOR 4.3 MILES TO A RAILROAD OVERPASS. CONTINUE NORTHWEST ON
 BH0460'U.S. HIGHWAY 98 FOR 1.8 MILES TO A CROSSROADS. TURN LEFT AND CONTINUE
 BH0460'WEST AND SOUTHWEST ON A GRAVELED ROAD FOR 0.85 MILE TO THE CROSSING OF
 BH0460'THE G.M. AND O. RAILROAD TRACK AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0945 ***********************************************************************
 BV0945  DESIGNATION -  G 150
 BV0945  PID         -  BV0945
 BV0945  STATE/COUNTY-  MS/LAMAR
 BV0945  USGS QUAD   -  BAXTERVILLE SW (1982)
 BV0945
 BV0945                         *CURRENT SURVEY CONTROL
 BV0945  ___________________________________________________________________
 BV0945* NAD 83(1986)-  31 03 38.     (N)    089 38 12.     (W)     SCALED    
 BV0945* NAVD 88     -        73.55   (+/-2cm)     241.3    (feet)  VERTCON   
 BV0945  ___________________________________________________________________
 BV0945  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0945
 BV0945.The horizontal coordinates were scaled from a topographic map and have
 BV0945.an estimated accuracy of +/- 6 seconds.
 BV0945
 BV0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0945.The vertical order pertains to the NGVD 29 superseded value.
 BV0945
 BV0945.The geoid height was determined by GEOID03.
 BV0945
 BV0945;                    North         East    Units  Estimated Accuracy
 BV0945;SPC MS E     -   173,270.      223,330.      MT  (+/- 180 meters Scaled)
 BV0945
 BV0945                          SUPERSEDED SURVEY CONTROL
 BV0945
 BV0945  NGVD 29 (??/??/92)   73.584  (m)          241.42   (f) ADJ UNCH    2 0
 BV0945
 BV0945.Superseded values are not recommended for survey control.
 BV0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0945.See file dsdata.txt to determine how the superseded data were derived.
 BV0945
 BV0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV484393(NAD 83)
 BV0945_MARKER: DB = BENCH MARK DISK
 BV0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0945_STAMPING: G 150 1943 (241.443)
 BV0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0945+STABILITY: SURFACE MOTION
 BV0945
 BV0945  HISTORY     - Date     Condition        Report By
 BV0945  HISTORY     - 1943     MONUMENTED       CGS
 BV0945  HISTORY     - 1964     GOOD             MSHD
 BV0945
 BV0945                          STATION DESCRIPTION
 BV0945
 BV0945'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0945'3.8 MI W FROM BAXTERVILLE.
 BV0945'THE MARK IS LOCATED 3.9 MILES WEST ALONG A BLACKTOPPED ROAD FROM THE
 BV0945'POST OFFICE IN BAXTERVILLE, ABOUT 250 FEET NORTHEAST OF A WHITE FRAME
 BV0945'HOUSE AND AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, THE MARK IS A
 BV0945'DISK SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST.  IT IS 48 FEET
 BV0945'SOUTH OF THE CENTER OF THE ROAD, IN A CURVE AND 14 FEET SOUTH OF DIM
 BV0945'TRACK ROAD LEADING SOUTHEAST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 BV0945'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTHWEST OF
 BV0945'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1391 ***********************************************************************
 BH1391  DESIGNATION -  G 153 RESET 1963
 BH1391  PID         -  BH1391
 BH1391  STATE/COUNTY-  MS/PEARL RIVER
 BH1391  USGS QUAD   -  MILLARD (1986)
 BH1391
 BH1391                         *CURRENT SURVEY CONTROL
 BH1391  ___________________________________________________________________
 BH1391* NAD 83(1986)-  30 39 20.     (N)    089 34 56.     (W)     SCALED    
 BH1391* NAVD 88     -        57.49   (+/-2cm)     188.6    (feet)  VERTCON   
 BH1391  ___________________________________________________________________
 BH1391  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BH1391  VERT ORDER  -  THIRD (See Below)
 BH1391
 BH1391.The horizontal coordinates were scaled from a topographic map and have
 BH1391.an estimated accuracy of +/- 6 seconds.
 BH1391
 BH1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1391.The vertical order pertains to the NGVD 29 superseded value.
 BH1391
 BH1391.The geoid height was determined by GEOID03.
 BH1391
 BH1391;                    North         East    Units  Estimated Accuracy
 BH1391;SPC MS E     -   128,330.      228,230.      MT  (+/- 180 meters Scaled)
 BH1391
 BH1391                          SUPERSEDED SURVEY CONTROL
 BH1391
 BH1391  NGVD 29 (??/??/??)   57.55   (m)          188.8    (f) RESET       3  
 BH1391
 BH1391.Superseded values are not recommended for survey control.
 BH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1391.See file dsdata.txt to determine how the superseded data were derived.
 BH1391
 BH1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU525942(NAD 83)
 BH1391_MARKER: DB = BENCH MARK DISK
 BH1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1391_STAMPING: G 153 RESET 1963
 BH1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1391+STABILITY: SURFACE MOTION
 BH1391
 BH1391  HISTORY     - Date     Condition        Report By
 BH1391  HISTORY     - 1963     MONUMENTED       CGS
 BH1391  HISTORY     - 1971     GOOD             MSHD
 BH1391
 BH1391                          STATION DESCRIPTION
 BH1391
 BH1391'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1391'3.8 MI ESE FROM MCNEILL.
 BH1391'THE MARK IS LOCATED 3.8 MILES EAST-SOUTHEAST OF MCNEILL NEAR THE EAST
 BH1391'R.O.W. FENCE OF INTERSTATE HIGHWAY 59 ON THE SOUTH SIDE OF A BLACK TOP
 BH1391'ROAD, 10.8 MILES NORTHEAST OF PICAYUNE IN THE NORTHEAST 1/4 OF SECTION
 BH1391'34, T4S, R16W.  IT IS 313 FEET EAST OF THE CENTER OF THE EAST LANE OF
 BH1391'INTERSTATE HIGHWAY 59, 156 FEET SOUTH OF THE CENTER OF A BLACK TOP
 BH1391'ROAD, 55 FEET SOUTHEAST OF THE CENTER OF AN EXIT RAMP, 27 FEET
 BH1391'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 10 FEET NORTHEAST OF A T
 BH1391'FENCE CORNER, 137 FEET NORTHEAST OF A POWER POLE, 2 FEET SOUTHEAST OF
 BH1391'A R.O.W. FENCE, 1.5 FEET SOUTH OF A R.O.W. MARKER, 1.5 FEET SOUTHWEST
 BH1391'OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 9-INCH SQUARE
 BH1391'CONCRETE POST ABOUT 7 FEET BELOW THE LEVEL OF THE EXIT RAMP AND IS
 BH1391'FLUSH WITH THE GROUND.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH1391'MCNEILL GO EAST ON A BLACK TOP ROAD CROSSING THE RAILROAD TRACK FOR
 BH1391'2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON A BLACK
 BH1391'TOP ROAD FOR 1.1 MILE TO INTERSTATE HIGHWAY 59.  CONTINUE EAST FOR 100
 BH1391'YARDS TO AN EXIT RAMP, AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0774 ***********************************************************************
 BH0774  DESIGNATION -  G 154
 BH0774  PID         -  BH0774
 BH0774  STATE/COUNTY-  MS/PEARL RIVER
 BH0774  USGS QUAD   -  SAVANNAH (1982)
 BH0774
 BH0774                         *CURRENT SURVEY CONTROL
 BH0774  ___________________________________________________________________
 BH0774* NAD 83(1986)-  30 43 18.     (N)    089 28 33.     (W)     SCALED    
 BH0774* NAVD 88     -        83.44   (+/-2cm)     273.8    (feet)  VERTCON   
 BH0774  ___________________________________________________________________
 BH0774  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0774
 BH0774.The horizontal coordinates were scaled from a topographic map and have
 BH0774.an estimated accuracy of +/- 6 seconds.
 BH0774
 BH0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0774.The vertical order pertains to the NGVD 29 superseded value.
 BH0774
 BH0774.The geoid height was determined by GEOID03.
 BH0774
 BH0774;                    North         East    Units  Estimated Accuracy
 BH0774;SPC MS E     -   135,600.      238,460.      MT  (+/- 180 meters Scaled)
 BH0774
 BH0774                          SUPERSEDED SURVEY CONTROL
 BH0774
 BH0774  NGVD 29 (??/??/??)   83.489  (m)          273.91   (f) ADJUSTED    2 0
 BH0774
 BH0774.Superseded values are not recommended for survey control.
 BH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0774.See file dsdata.txt to determine how the superseded data were derived.
 BH0774
 BH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV629013(NAD 83)
 BH0774_MARKER: DB = BENCH MARK DISK
 BH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0774_STAMPING: G 154 1943
 BH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0774+STABILITY: SURFACE MOTION
 BH0774
 BH0774  HISTORY     - Date     Condition        Report By
 BH0774  HISTORY     - 1943     MONUMENTED       CGS
 BH0774  HISTORY     - 1971     GOOD             MSHD
 BH0774  HISTORY     - 1981     MARK NOT FOUND   USGS
 BH0774
 BH0774                          STATION DESCRIPTION
 BH0774
 BH0774'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0774'9.3 MI SE FROM POPLARVILLE.
 BH0774'THE MARK IS LOCATED 9.3 MILES SOUTHEAST OF POPLARVILLE, 7.2 MILES EAST
 BH0774'OF MILLAND, 1.6 MILES SOUTHEAST OF THE COMMUNITY OF SAVANNAH AND ON
 BH0774'LAND OWNED BY MR. JERRY BOND.  IT IS 62.5 FEET NORTHEAST OF THE CENTER
 BH0774'OF STATE HIGHWAY 53, 32 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 BH0774'114 FEET NORTHWEST OF A POWER POLE WITH GUY WIRES AND A TRANSFORMER,
 BH0774'17 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A METAL
 BH0774'WITNESS POST.  IT IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 BH0774'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO
 BH0774'REACH THE MARK FROM THE PEARL RIVER COUNTY COURTHOUSE IN POPLARVILLE
 BH0774'GO SOUTH ON STATE HIGHWAY 26 AND 53 FOR 0.65 MILE TO THE JUNCTION OF
 BH0774'STATE HIGHWAY 26.  CONTINUE SOUTHEAST ON STATE HIGHWAY 53 FOR 2.05
 BH0774'MILES TO INTERSTATE HIGHWAY 59.  CONTINUE SOUTHEAST ON STATE HIGHWAY
 BH0774'53 FOR 5.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHEAST
 BH0774'ON STATE HIGHWAY 53 FOR 1.6 MILES TO A DRIVEWAY AND THE MARK ON THE
 BH0774'LEFT.
 BH0774
 BH0774                          STATION RECOVERY (1981)
 BH0774
 BH0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BH0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1381 ***********************************************************************
 BH1381  DESIGNATION -  G 155
 BH1381  PID         -  BH1381
 BH1381  STATE/COUNTY-  MS/PEARL RIVER
 BH1381  USGS QUAD   -  BIG SWAMP (1983)
 BH1381
 BH1381                         *CURRENT SURVEY CONTROL
 BH1381  ___________________________________________________________________
 BH1381* NAD 83(1986)-  30 48 32.     (N)    089 29 26.     (W)     SCALED    
 BH1381* NAVD 88     -        92.04   (+/-2cm)     302.0    (feet)  VERTCON   
 BH1381  ___________________________________________________________________
 BH1381  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH1381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1381
 BH1381.The horizontal coordinates were scaled from a topographic map and have
 BH1381.an estimated accuracy of +/- 6 seconds.
 BH1381
 BH1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1381.The vertical order pertains to the NGVD 29 superseded value.
 BH1381
 BH1381.The geoid height was determined by GEOID03.
 BH1381
 BH1381;                    North         East    Units  Estimated Accuracy
 BH1381;SPC MS E     -   145,270.      237,110.      MT  (+/- 180 meters Scaled)
 BH1381
 BH1381                          SUPERSEDED SURVEY CONTROL
 BH1381
 BH1381  NGVD 29 (??/??/??)   92.083  (m)          302.11   (f) ADJUSTED    2 0
 BH1381
 BH1381.Superseded values are not recommended for survey control.
 BH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1381.See file dsdata.txt to determine how the superseded data were derived.
 BH1381
 BH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV617110(NAD 83)
 BH1381_MARKER: DB = BENCH MARK DISK
 BH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1381+STABILITY: SURFACE MOTION
 BH1381
 BH1381  HISTORY     - Date     Condition        Report By
 BH1381  HISTORY     - UNK      MONUMENTED       CGS
 BH1381  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH1381  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH1381
 BH1381                          STATION DESCRIPTION
 BH1381
 BH1381'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1381'3.8 MI SE FROM POPLARVILLE.
 BH1381'THE MARK IS LOCATED-- ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY
 BH1381'53 FROM THE POST OFFICE AT POPLARVILLE, THENCE ABOUT 1.75 MILES EAST
 BH1381'ALONG A BLACK TOP AND GRAVEL ROAD, AT THE JUNCTION OF A DRIVE NORTH TO
 BH1381'A FARM HOUSE, 20 FEET NORTH OF CENTER LINE OF ROAD, 39 FEET WEST OF
 BH1381'CENTER LINE OF DRIVE, 26 FEET WEST OF A FENCE CORNER, 54 FEET SE OF
 BH1381'POWER POLE NO. C 168 280 WITH A TRANSFORMER AND BRANCH LINE TO HOUSE,
 BH1381'2 FEET SOUTH OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET
 BH1381'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BH1381
 BH1381                          STATION RECOVERY (1980)
 BH1381
 BH1381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0593 ***********************************************************************
 BV0593  DESIGNATION -  G 156
 BV0593  PID         -  BV0593
 BV0593  STATE/COUNTY-  MS/FORREST
 BV0593  USGS QUAD   -  CARTERVILLE (1985)
 BV0593
 BV0593                         *CURRENT SURVEY CONTROL
 BV0593  ___________________________________________________________________
 BV0593* NAD 83(1986)-  31 22 04.     (N)    089 13 40.     (W)     SCALED    
 BV0593* NAVD 88     -        81.89   (+/-2cm)     268.7    (feet)  VERTCON   
 BV0593  ___________________________________________________________________
 BV0593  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BV0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0593
 BV0593.The horizontal coordinates were scaled from a topographic map and have
 BV0593.an estimated accuracy of +/- 6 seconds.
 BV0593
 BV0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0593.The vertical order pertains to the NGVD 29 superseded value.
 BV0593
 BV0593.The geoid height was determined by GEOID03.
 BV0593
 BV0593;                    North         East    Units  Estimated Accuracy
 BV0593;SPC MS E     -   207,120.      262,480.      MT  (+/- 180 meters Scaled)
 BV0593
 BV0593                          SUPERSEDED SURVEY CONTROL
 BV0593
 BV0593  NGVD 29 (??/??/92)   81.90   (m)          268.7    (f) COMPUTED    2 0
 BV0593
 BV0593.Superseded values are not recommended for survey control.
 BV0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0593.See file dsdata.txt to determine how the superseded data were derived.
 BV0593
 BV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV881725(NAD 83)
 BV0593_MARKER: DB = BENCH MARK DISK
 BV0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0593_STAMPING: G 156 1943
 BV0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0593+STABILITY: SURFACE MOTION
 BV0593
 BV0593  HISTORY     - Date     Condition        Report By
 BV0593  HISTORY     - 1943     MONUMENTED       CGS
 BV0593  HISTORY     - 1957     GOOD             NGS
 BV0593  HISTORY     - 1964     GOOD             NGS
 BV0593
 BV0593                          STATION DESCRIPTION
 BV0593
 BV0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0593'2.5 MI NE FROM PETAL.
 BV0593'LOCATED 2.5 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 BV0593'WITH STATE HIGHWAY 42 WHICH IS JUST EAST OF THE PETAL HIGH SCHOOL IN
 BV0593'PETAL, IN THE SOUTHWEST ANGLE OF THE JUNCTION WITH A DRIVEWAY LEADING
 BV0593'NORTHWEST TO THE R.V. BREWTONS SMALL WHITE HOUSE ON THE TOP OF THE
 BV0593'HILL ABOUT 500 FEET NORTHWEST TO THE R.V. BREWTONS SMALL WHITE HOUSE
 BV0593'ON THE TOP OF THE NORTH OF THE HIGHWAY. IT IS 37 FEET NORTHWEST OF THE
 BV0593'CENTER OF THE BLACK TOP ROAD AT A POINT WHERE THE POWER LINE CROSSES
 BV0593'THE HIGHWAY, 15 FEET NORTH OF A TELEPHONE POLE, 38 FEET SOUTH OF A
 BV0593'POWER POLE WITH WIRES LEADING TO THE SMALL WHITE HOUSE, 48 FEET
 BV0593'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 25 FEET SOUTHEAST OF A 24-INCH
 BV0593'OAK TREE, 39 FEET NORTHEAST OF THE NORTHEAST END OF A LARGE CONCRETE
 BV0593'VAT USED FOR DIPPING CATTLE FOR TICKS. IT IS A STANDARD DISK SET IN
 BV0593'THE TOP OF A CONCRETE PRECAST POST PROJECTING 6 INCHES.
 BV0593
 BV0593                          STATION RECOVERY (1964)
 BV0593
 BV0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0607 ***********************************************************************
 BV0607  DESIGNATION -  G 157
 BV0607  PID         -  BV0607
 BV0607  STATE/COUNTY-  MS/JONES
 BV0607  USGS QUAD   -  BARRONTOWN (1985)
 BV0607
 BV0607                         *CURRENT SURVEY CONTROL
 BV0607  ___________________________________________________________________
 BV0607* NAD 83(1986)-  31 28 40.     (N)    089 08 46.     (W)     SCALED    
 BV0607* NAVD 88     -        62.43   (+/-2cm)     204.8    (feet)  VERTCON   
 BV0607  ___________________________________________________________________
 BV0607  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BV0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0607
 BV0607.The horizontal coordinates were scaled from a topographic map and have
 BV0607.an estimated accuracy of +/- 6 seconds.
 BV0607
 BV0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0607.The vertical order pertains to the NGVD 29 superseded value.
 BV0607
 BV0607.The geoid height was determined by GEOID03.
 BV0607
 BV0607;                    North         East    Units  Estimated Accuracy
 BV0607;SPC MS E     -   219,290.      270,280.      MT  (+/- 180 meters Scaled)
 BV0607
 BV0607                          SUPERSEDED SURVEY CONTROL
 BV0607
 BV0607  NGVD 29 (??/??/92)   62.436  (m)          204.84   (f) ADJ UNCH    2 0
 BV0607
 BV0607.Superseded values are not recommended for survey control.
 BV0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0607.See file dsdata.txt to determine how the superseded data were derived.
 BV0607
 BV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV961845(NAD 83)
 BV0607_MARKER: DB = BENCH MARK DISK
 BV0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0607_STAMPING: G 157
 BV0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0607+STABILITY: SURFACE MOTION
 BV0607
 BV0607  HISTORY     - Date     Condition        Report By
 BV0607  HISTORY     - UNK      MONUMENTED       CGS
 BV0607  HISTORY     - 1957     GOOD             NGS
 BV0607  HISTORY     - 1964     GOOD             NGS
 BV0607  HISTORY     - 20000207 MARK NOT FOUND   MSHD
 BV0607  HISTORY     - 20000301 MARK NOT FOUND   MSHD
 BV0607
 BV0607                          STATION DESCRIPTION
 BV0607
 BV0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0607'7.45 MI W FROM OVETT.
 BV0607'LOCATED 1.2 MILES WEST ALONG BLACK TOP ROAD FROM THE GULF, MOBILE AND
 BV0607'OHIO RAILROAD STATION IN OVETT, THEN TAKE RIGHT FORK AND GO WEST FOR
 BV0607'2.65 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH AND WEST FOR 3.7
 BV0607'MILES TO THE MARK ON THE LEFT IN THE SOUTHWEST ANGLE OF A SIDE ROAD
 BV0607'LEADING SOUTH.  IT IS 30 FEET SOUTH OF THE CENTER OF THE MAIN GRAVELED
 BV0607'ROAD, 35 FEET WEST OF THE CENTER OF THE SIDE ROAD LEADING SOUTH, 21
 BV0607'FEET WEST OF A LARGE CORNER FENCE POST, 5 FEET NORTH-NORTHWEST OF A
 BV0607'LARGE 18-INCH PINE TREE WITH A TRIANGLE BLAZE, AND 6.5 FEET NORTH OF A
 BV0607'FENCE LINE.  IT IS OPPOSITE AND SOUTH OF THE EAST DRIVEWAY TO THE
 BV0607'HOUSE ON THE NORTH SIDE OF THE ROAD.  IT IS A STANDARD DISK SET IN THE
 BV0607'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH ROAD.
 BV0607'NOTE-- THIS MARK IS 1.0 MILE EAST OF BENCH MARK H 157.
 BV0607
 BV0607                          STATION RECOVERY (1964)
 BV0607
 BV0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0607'RECOVERED IN GOOD CONDITION.
 BV0607
 BV0607                          STATION RECOVERY (2000)
 BV0607
 BV0607'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0607'MARK NOT FOUND.
 BV0607
 BV0607                          STATION RECOVERY (2000)
 BV0607
 BV0607'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0607'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0563 ***********************************************************************
 BV0563  DESIGNATION -  G 158 RESET 1958
 BV0563  PID         -  BV0563
 BV0563  STATE/COUNTY-  MS/PERRY
 BV0563  USGS QUAD   -  OVETT SE (1985)
 BV0563
 BV0563                         *CURRENT SURVEY CONTROL
 BV0563  ___________________________________________________________________
 BV0563* NAD 83(1986)-  31 16 08.     (N)    089 04 32.     (W)     SCALED    
 BV0563* NAVD 88     -        44.71   (+/-2cm)     146.7    (feet)  VERTCON   
 BV0563  ___________________________________________________________________
 BV0563  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BV0563  VERT ORDER  -  THIRD (See Below)
 BV0563
 BV0563.The horizontal coordinates were scaled from a topographic map and have
 BV0563.an estimated accuracy of +/- 6 seconds.
 BV0563
 BV0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0563.The vertical order pertains to the NGVD 29 superseded value.
 BV0563
 BV0563.The geoid height was determined by GEOID03.
 BV0563
 BV0563;                    North         East    Units  Estimated Accuracy
 BV0563;SPC MS E     -   196,110.      276,930.      MT  (+/- 180 meters Scaled)
 BV0563
 BV0563                          SUPERSEDED SURVEY CONTROL
 BV0563
 BV0563  NGVD 29 (08/12/04)   44.72   (m)          146.7    (f) RESET       3  
 BV0563
 BV0563.Superseded values are not recommended for survey control.
 BV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0563.See file dsdata.txt to determine how the superseded data were derived.
 BV0563
 BV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV023612(NAD 83)
 BV0563_MARKER: DB = BENCH MARK DISK
 BV0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0563_STAMPING: G 158 RESET 1958
 BV0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0563+STABILITY: SURFACE MOTION
 BV0563
 BV0563  HISTORY     - Date     Condition        Report By
 BV0563  HISTORY     - 1958     MONUMENTED       CGS
 BV0563
 BV0563                          STATION DESCRIPTION
 BV0563
 BV0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BV0563'5.75 MI N FROM NEW AUGUSTA.
 BV0563'5.75 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN NEW
 BV0563'AUGUSTA, IN THE PINE TIMBER, 75 YARDS BEFORE REACHING THE TOP OF THE
 BV0563'HILL.  IT IS 54 FEET EAST OF THE CENTER OF THE HIGHWAY, 3.5 FEET EAST
 BV0563'OF A POWER POLE (THE FIRST POLE ON THE EAST SIDE OF THE ROAD GOING
 BV0563'SOUTH), 26 FEET WEST OF AN 8-INCH BLAZED OAK TREE, AND IN LINE WITH
 BV0563'THE POWER POLE AND THE ANCHOR WIRE FOR THE POLE.  THE DISK IS SET IN
 BV0563'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT
 BV0563'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0747 ***********************************************************************
 BV0747  DESIGNATION -  G 16
 BV0747  PID         -  BV0747
 BV0747  STATE/COUNTY-  MS/FORREST
 BV0747  USGS QUAD   -  MC LAURIN (1983)
 BV0747
 BV0747                         *CURRENT SURVEY CONTROL
 BV0747  ___________________________________________________________________
 BV0747* NAD 83(1986)-  31 08 13.     (N)    089 12 01.     (W)     SCALED    
 BV0747* NAVD 88     -        79.88   (+/-2cm)     262.1    (feet)  VERTCON   
 BV0747  ___________________________________________________________________
 BV0747  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BV0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0747
 BV0747.The horizontal coordinates were scaled from a topographic map and have
 BV0747.an estimated accuracy of +/- 6 seconds.
 BV0747
 BV0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0747.The vertical order pertains to the NGVD 29 superseded value.
 BV0747
 BV0747.The geoid height was determined by GEOID03.
 BV0747
 BV0747;                    North         East    Units  Estimated Accuracy
 BV0747;SPC MS E     -   181,520.      265,010.      MT  (+/- 180 meters Scaled)
 BV0747
 BV0747                          SUPERSEDED SURVEY CONTROL
 BV0747
 BV0747  NGVD 29 (??/??/92)   79.886  (m)          262.09   (f) ADJ UNCH    2 0
 BV0747
 BV0747.Superseded values are not recommended for survey control.
 BV0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0747.See file dsdata.txt to determine how the superseded data were derived.
 BV0747
 BV0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV902468(NAD 83)
 BV0747_MARKER: DB = BENCH MARK DISK
 BV0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0747_STAMPING: G 16 1934
 BV0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0747+STABILITY: SURFACE MOTION
 BV0747
 BV0747  HISTORY     - Date     Condition        Report By
 BV0747  HISTORY     - 1934     MONUMENTED       CGS
 BV0747  HISTORY     - 1955     GOOD             NGS
 BV0747  HISTORY     - 1964     GOOD             NGS
 BV0747
 BV0747                          STATION DESCRIPTION
 BV0747
 BV0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0747'5.6 MI N FROM BROOKLYN.
 BV0747'ABOUT 5.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0747'STATION AT BROOKLYN, 0.35 MILE NORTHWEST OF A DIRT ROAD CROSSING, 13
 BV0747'POLES NORTHWEST OF MILE POST G 55, 31 FEET SOUTHWEST OF THE SOUTHWEST
 BV0747'RAIL, 104 FEET WEST-SOUTHWEST AND ACROSS THE TRACK AND A DIRT ROAD
 BV0747'FROM A POWER POLE, 60 FEET SOUTH OF THE CENTER OF AN ABANDONED
 BV0747'CROSSING, 3 FEET NORTHWEST OF POLE 3982, 2 FEET LOWER THAN THE TRACK
 BV0747'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BV0747
 BV0747                          STATION RECOVERY (1964)
 BV0747
 BV0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0902 ***********************************************************************
 BV0902  CBN         -  This is a Cooperative Base Network Control Station.
 BV0902  DESIGNATION -  G 160
 BV0902  PID         -  BV0902
 BV0902  STATE/COUNTY-  MS/LAMAR
 BV0902  USGS QUAD   -  BAXTERVILLE (1982)
 BV0902
 BV0902                         *CURRENT SURVEY CONTROL
 BV0902  ___________________________________________________________________
 BV0902* NAD 83(2007)-  31 06 59.27092(N)    089 35 26.97937(W)     ADJUSTED  
 BV0902* NAVD 88     -        85.5    (meters)     281.     (feet)  GPS OBS   
 BV0902  ___________________________________________________________________
 BV0902  EPOCH DATE  -        2002.00
 BV0902  X           -      39,030.157 (meters)                     COMP
 BV0902  Y           -  -5,465,239.755 (meters)                     COMP
 BV0902  Z           -   3,276,984.807 (meters)                     COMP
 BV0902  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BV0902  ELLIP HEIGHT-          57.937 (meters)          (02/10/07) ADJUSTED
 BV0902  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BV0902
 BV0902  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV0902  Type    PID    Designation                      North   East  Ellip
 BV0902  -------------------------------------------------------------------
 BV0902  NETWORK BV0902 G 160                             0.78   0.69   3.00
 BV0902  -------------------------------------------------------------------
 BV0902
 BV0902.The horizontal coordinates were established by GPS observations
 BV0902.and adjusted by the National Geodetic Survey in February 2007.
 BV0902
 BV0902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV0902.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV0902.The horizontal coordinates are valid at the epoch date displayed above.
 BV0902.The epoch date for horizontal control is a decimal equivalence
 BV0902.of Year/Month/Day.
 BV0902
 BV0902.The orthometric height was determined by GPS observations and a
 BV0902.high-resolution geoid model.
 BV0902
 BV0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV0902
 BV0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0902
 BV0902.The ellipsoidal height was determined by GPS observations
 BV0902.and is referenced to NAD 83.
 BV0902
 BV0902.The geoid height was determined by GEOID03.
 BV0902
 BV0902;                    North         East     Units Scale Factor Converg.
 BV0902;SPC MS E     -   179,435.355   227,746.765   MT  1.00001437   -0 23 29.3
 BV0902;SPC MS E     -   588,697.49    747,199.18   sFT  1.00001437   -0 23 29.3
 BV0902;UTM  16      - 3,445,397.244   252,925.485   MT  1.00035306   -1 20 22.4
 BV0902
 BV0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0902!SPC MS E     -   0.99999090  x   1.00001437  =   1.00000527
 BV0902!UTM  16      -   0.99999090  x   1.00035306  =   1.00034396
 BV0902
 BV0902                          SUPERSEDED SURVEY CONTROL
 BV0902
 BV0902  ELLIP H (04/15/02)   57.943  (m)                       GP(       ) 4 2
 BV0902  NAD 83(1993)-  31 06 59.27073(N)    089 35 26.97907(W) AD(       ) B
 BV0902  ELLIP H (02/15/02)   57.939  (m)                       GP(       ) 4 1
 BV0902  NGVD 29 (??/??/92)   85.449  (m)          280.34   (f) ADJ UNCH    2 0
 BV0902
 BV0902.Superseded values are not recommended for survey control.
 BV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0902.See file dsdata.txt to determine how the superseded data were derived.
 BV0902
 BV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5292545397(NAD 83)
 BV0902_MARKER: DB = BENCH MARK DISK
 BV0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0902_STAMPING: G 160 1943 280.344
 BV0902_MARK LOGO: CGS   
 BV0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0902+STABILITY: SURFACE MOTION
 BV0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0902+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0902
 BV0902  HISTORY     - Date     Condition        Report By
 BV0902  HISTORY     - 1943     MONUMENTED       CGS
 BV0902  HISTORY     - 1956     GOOD             NGS
 BV0902  HISTORY     - 1964     GOOD             NGS
 BV0902  HISTORY     - 20000301 GOOD             MSHD
 BV0902
 BV0902                          STATION DESCRIPTION
 BV0902
 BV0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0902'2.25 MI N FROM BAXTERVILLE.
 BV0902'LOCATED 2.25 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM
 BV0902'BAXTERVILLE, ON THE EAST SIDE OF A FORKS IN THE ROAD AND AT THE FOOT
 BV0902'OF A HILL, 46 FEET EAST OF THE NORTH-SOUTH ROAD, 60 FEET SOUTHEAST OF
 BV0902'THE CENTER OF THE FORKS, 11 FEET SOUTHEAST OF AN 18-INCH PINE TREE
 BV0902'WITH A TRIANGULAR BLAZE, 30 FEET SOUTHWEST OF A 24 INCH PINE TREE AND
 BV0902'23 FEET WEST OF AN 18-INCH PINE TREE.  IT IS ABOUT 200 FEET SOUTHEAST
 BV0902'OF THE BRIDGE ON THE WEST FORK OF THE ROADS, THE ROAD LEADING TO BAY
 BV0902'CREEK CHURCH.  IT IS A STANDARD DISK SET IN THE TOP OF A PRECAST
 BV0902'CONCRETE POST PROJECTING 4 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BV0902'THE ROAD.
 BV0902
 BV0902                          STATION RECOVERY (1964)
 BV0902
 BV0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0902'RECOVERED IN GOOD CONDITION.
 BV0902
 BV0902                          STATION RECOVERY (2000)
 BV0902
 BV0902'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0902'TO REACH THIS STATION FROM THE INTERSECTION OF US 11 AND ROUTE 13 IN
 BV0902'MBERTON, DRIVE WESTWARD ON ROUTE 13 11.5 MI (18.5 KM) TO BAXTERVILLE
 BV0902'AND SALT DOME ROAD (OPPOSITE THE WATER TOWER AND THE VOLUNTEER FIRE
 BV0902'DEPT.) ON THE RIGHT.  TURN NORTH ON SALT DOME RD.  AND PROCEED 2.25 MI
 BV0902'(3.62 KM) NORTH TO R.  THOMPSON RD (RIGHT) AND THE MARK ON THE RIGHT.
 BV0902'ON THIS DATE, THE MARK WAS IN THE NORTHWEST PORTION OF A CLEAR CUT LOT
 BV0902'100 FT (30.5 M) SOUTH OF THE SOUTH EOP OF THOMPSON RD, 33 FT (10.1 M)
 BV0902'EAST OF THE EAST EOP OF SALT DOME RD, AND 0.7 FT (21.3 CM) EAST OF A
 BV0902'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0150 ***********************************************************************
 EG0150  DESIGNATION -  G 161
 EG0150  PID         -  EG0150
 EG0150  STATE/COUNTY-  MS/TISHOMINGO
 EG0150  USGS QUAD   -  PADEN SE (1992)
 EG0150
 EG0150                         *CURRENT SURVEY CONTROL
 EG0150  ___________________________________________________________________
 EG0150* NAD 83(1986)-  34 33 22.     (N)    088 15 26.     (W)     SCALED    
 EG0150* NAVD 88     -       171.122  (meters)     561.42   (feet)  ADJUSTED  
 EG0150  ___________________________________________________________________
 EG0150  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0150  DYNAMIC HT  -         170.955 (meters)     560.87  (feet)  COMP
 EG0150  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 EG0150
 EG0150  VERT ORDER  -  SECOND    CLASS 0
 EG0150
 EG0150.The horizontal coordinates were scaled from a topographic map and have
 EG0150.an estimated accuracy of +/- 6 seconds.
 EG0150
 EG0150.The orthometric height was determined by differential leveling
 EG0150.and adjusted in June 1991.
 EG0150
 EG0150.The geoid height was determined by GEOID03.
 EG0150
 EG0150.The dynamic height is computed by dividing the NAVD 88
 EG0150.geopotential number by the normal gravity value computed on the
 EG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0150.degrees latitude (g = 980.6199 gals.).
 EG0150
 EG0150.The modeled gravity was interpolated from observed gravity values.
 EG0150
 EG0150;                    North         East    Units  Estimated Accuracy
 EG0150;SPC MS E     -   560,780.      352,870.      MT  (+/- 180 meters Scaled)
 EG0150
 EG0150                          SUPERSEDED SURVEY CONTROL
 EG0150
 EG0150  NGVD 29 (??/??/92)  171.081  (m)          561.29   (f) ADJ UNCH    2 0
 EG0150
 EG0150.Superseded values are not recommended for survey control.
 EG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0150.See file dsdata.txt to determine how the superseded data were derived.
 EG0150
 EG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD846245(NAD 83)
 EG0150_MARKER: DB = BENCH MARK DISK
 EG0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0150_STAMPING: G 161 1944
 EG0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0150+STABILITY: SURFACE MOTION
 EG0150
 EG0150  HISTORY     - Date     Condition        Report By
 EG0150  HISTORY     - 1944     MONUMENTED       CGS
 EG0150  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0150
 EG0150                          STATION DESCRIPTION
 EG0150
 EG0150'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0150'1.9 MI W FROM DENNIS.
 EG0150'ABOUT 1.9 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF STATE
 EG0150'HIGHWAY 25 AT DENNIS, TISHOMINGO COUNTY, ABOUT 0.15 MILE WEST OF A
 EG0150'FRAME HOUSE, DIRECTLY OPPOSITE POLE 34, 31 1/2 FEET SOUTH OF THE
 EG0150'CENTERLINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND 2.4
 EG0150'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G
 EG0150'161 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 EG0150'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0908 ***********************************************************************
 EG0908  DESIGNATION -  G 162
 EG0908  PID         -  EG0908
 EG0908  STATE/COUNTY-  MS/PRENTISS
 EG0908  USGS QUAD   -  WHEELER (1973)
 EG0908
 EG0908                         *CURRENT SURVEY CONTROL
 EG0908  ___________________________________________________________________
 EG0908* NAD 83(1986)-  34 34 45.     (N)    088 36 11.     (W)     SCALED    
 EG0908* NAVD 88     -       114.061  (meters)     374.22   (feet)  ADJUSTED  
 EG0908  ___________________________________________________________________
 EG0908  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0908  DYNAMIC HT  -         113.949 (meters)     373.85  (feet)  COMP
 EG0908  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 EG0908
 EG0908  VERT ORDER  -  FIRST     CLASS II
 EG0908
 EG0908.The horizontal coordinates were scaled from a topographic map and have
 EG0908.an estimated accuracy of +/- 6 seconds.
 EG0908
 EG0908.The orthometric height was determined by differential leveling
 EG0908.and adjusted in June 1991.
 EG0908
 EG0908.The geoid height was determined by GEOID03.
 EG0908
 EG0908.The dynamic height is computed by dividing the NAVD 88
 EG0908.geopotential number by the normal gravity value computed on the
 EG0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0908.degrees latitude (g = 980.6199 gals.).
 EG0908
 EG0908.The modeled gravity was interpolated from observed gravity values.
 EG0908
 EG0908;                    North         East    Units  Estimated Accuracy
 EG0908;SPC MS E     -   563,210.      321,130.      MT  (+/- 180 meters Scaled)
 EG0908
 EG0908                          SUPERSEDED SURVEY CONTROL
 EG0908
 EG0908  NGVD 29 (??/??/92)  113.993  (m)          373.99   (f) ADJ UNCH    1 2
 EG0908
 EG0908.Superseded values are not recommended for survey control.
 EG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0908.See file dsdata.txt to determine how the superseded data were derived.
 EG0908
 EG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD529275(NAD 83)
 EG0908_MARKER: DB = BENCH MARK DISK
 EG0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0908_SP_SET: BUILDING
 EG0908_STAMPING: G 162 1944
 EG0908_MARK LOGO: CGS   
 EG0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0908+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG0908
 EG0908  HISTORY     - Date     Condition        Report By
 EG0908  HISTORY     - 1944     MONUMENTED       CGS
 EG0908  HISTORY     - 1962     GOOD             MSHD
 EG0908  HISTORY     - 1979     GOOD             MSHD
 EG0908  HISTORY     - 1983     GOOD             NGS
 EG0908  HISTORY     - 1985     GOOD             NGS
 EG0908  HISTORY     - 20040818 GOOD             USACE
 EG0908
 EG0908                          STATION DESCRIPTION
 EG0908
 EG0908'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0908'IN WHEELER.
 EG0908'AT WHEELER, IN THE WEST WALL OF THE HIGH SCHOOL BUILDING, ABOUT 6.3
 EG0908'FEET NORTH OF THE CENTER OF THE WEST ENTRANCE, 2.7 FEET SOUTH OF A
 EG0908'WINDOW.  THE MARK IS A DISK SET VERTICALLY IN CEMENT IN A DRILLED HOLE
 EG0908'1.8 FEET ABOVE THE LEVEL OF A PORCH.
 EG0908
 EG0908                          STATION RECOVERY (1979)
 EG0908
 EG0908'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0908'THE MARK IS LOCATED 0.4 MILE EAST-SOUTHEAST OF THE RAILROAD CROSSING
 EG0908'IN WHEELER IN THE FACE OF THE WEST BRICK WALL OF THE HIGH SCHOOL JUST
 EG0908'NORTH OF THE WEST ENTRANCE IN THE NORTHWEST 1/4 OF SECTION 7, T 6S, R
 EG0908'7E. THE 1962 LOCAL MEASUREMENT CHECKED.
 EG0908
 EG0908                          STATION RECOVERY (1983)
 EG0908
 EG0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0908'RECOVERED IN GOOD CONDITION.
 EG0908
 EG0908                          STATION RECOVERY (1985)
 EG0908
 EG0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0908'RECOVERED IN GOOD CONDITION.
 EG0908
 EG0908                          STATION RECOVERY (2004)
 EG0908
 EG0908'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0026 ***********************************************************************
 EG0026  DESIGNATION -  G 163
 EG0026  PID         -  EG0026
 EG0026  STATE/COUNTY-  MS/TISHOMINGO
 EG0026  USGS QUAD   -  IUKA (1984)
 EG0026
 EG0026                         *CURRENT SURVEY CONTROL
 EG0026  ___________________________________________________________________
 EG0026* NAD 83(1986)-  34 49 04.     (N)    088 12 43.     (W)     SCALED    
 EG0026* NAVD 88     -       180.921  (meters)     593.57   (feet)  ADJUSTED  
 EG0026  ___________________________________________________________________
 EG0026  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0026  DYNAMIC HT  -         180.749 (meters)     593.01  (feet)  COMP
 EG0026  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EG0026
 EG0026  VERT ORDER  -  FIRST     CLASS II
 EG0026
 EG0026.The horizontal coordinates were scaled from a topographic map and have
 EG0026.an estimated accuracy of +/- 6 seconds.
 EG0026
 EG0026.The orthometric height was determined by differential leveling
 EG0026.and adjusted in June 1991.
 EG0026
 EG0026.The geoid height was determined by GEOID03.
 EG0026
 EG0026.The dynamic height is computed by dividing the NAVD 88
 EG0026.geopotential number by the normal gravity value computed on the
 EG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0026.degrees latitude (g = 980.6199 gals.).
 EG0026
 EG0026.The modeled gravity was interpolated from observed gravity values.
 EG0026
 EG0026;                    North         East    Units  Estimated Accuracy
 EG0026;SPC MS E     -   589,840.      356,850.      MT  (+/- 180 meters Scaled)
 EG0026
 EG0026                          SUPERSEDED SURVEY CONTROL
 EG0026
 EG0026  NGVD 29 (??/??/92)  180.915  (m)          593.55   (f) ADJ UNCH    1 2
 EG0026
 EG0026.Superseded values are not recommended for survey control.
 EG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0026.See file dsdata.txt to determine how the superseded data were derived.
 EG0026
 EG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD891535(NAD 83)
 EG0026_MARKER: DB = BENCH MARK DISK
 EG0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0026_SP_SET: CULVERT
 EG0026_STAMPING: G 163 1944
 EG0026_MARK LOGO: CGS   
 EG0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0026
 EG0026  HISTORY     - Date     Condition        Report By
 EG0026  HISTORY     - 1944     MONUMENTED       CGS
 EG0026  HISTORY     - 1962     GOOD             MSHD
 EG0026  HISTORY     - 1979     GOOD             MSHD
 EG0026  HISTORY     - 1982     GOOD             NGS
 EG0026
 EG0026                          STATION DESCRIPTION
 EG0026
 EG0026'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0026'1.4 MI NW FROM IUKA.
 EG0026'FROM THE JUNCTION OF U. S. HIGHWAY 72 AND STATE HIGHWAY 25 AT IUKA, GO
 EG0026'NORTH ON HIGHWAY 25 FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT, TURN
 EG0026'LEFT, WEST, AND GO 0.7 MILE TO A GRAVEL ROAD ON THE LEFT, TURN LEFT,
 EG0026'SOUTH, AND GO 0.1 MILE TO THE RAILROAD CROSSING AND THE MARK ON THE
 EG0026'RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE, IN THE TOP
 EG0026'OF THE SOUTHWEST END OF A CONCRETE RETAINING WALL ALONG THE NORTHWEST
 EG0026'SIDE OF THE ROAD, 860 FEET SOUTHEAST OF MILEPOST 438, AT A FARM ROAD
 EG0026'CROSSING, 7.5 FEET NORTHEAST OF THE CENTER OF THE TRACK AND ABOUT 1
 EG0026'FOOT BELOW THE LEVEL OF THE TRACK.
 EG0026
 EG0026                          STATION RECOVERY (1979)
 EG0026
 EG0026'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0026'FROM THE JUNCTION OF HIGHWAY 72 AND 25 AT IUKA, GO NORTH ON HIGHWAY
 EG0026'25 FOR 0.3 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.8 MILE TO SIDE
 EG0026'ROAD LEFT, TURN LEFT (SOUTH) AND GO 0.1 MILE TO RAILROAD TRACK AND
 EG0026'THE MARK ON THE RIGHT. IT IS IN THE WEST HEADWALL OF THE CULVERT
 EG0026'UNDER THE GRAVEL ROAD, NORTH OF THE TRACK. IT IS 7.5 NORTH OF CENTER
 EG0026'OF RAILROAD, 9.0 WEST CENTERLINE OF THE ROAD.
 EG0026
 EG0026                          STATION RECOVERY (1982)
 EG0026
 EG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0869 ***********************************************************************
 EG0869  DESIGNATION -  G 164
 EG0869  PID         -  EG0869
 EG0869  STATE/COUNTY-  MS/ALCORN
 EG0869  USGS QUAD   -  CORINTH (1982)
 EG0869
 EG0869                         *CURRENT SURVEY CONTROL
 EG0869  ___________________________________________________________________
 EG0869* NAD 83(1986)-  34 58 02.     (N)    088 33 58.     (W)     SCALED    
 EG0869* NAVD 88     -       141.993  (meters)     465.86   (feet)  ADJUSTED  
 EG0869  ___________________________________________________________________
 EG0869  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0869  DYNAMIC HT  -         141.858 (meters)     465.41  (feet)  COMP
 EG0869  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EG0869
 EG0869  VERT ORDER  -  FIRST     CLASS II
 EG0869
 EG0869.The horizontal coordinates were scaled from a topographic map and have
 EG0869.an estimated accuracy of +/- 6 seconds.
 EG0869
 EG0869.The orthometric height was determined by differential leveling
 EG0869.and adjusted in June 1991.
 EG0869
 EG0869.The geoid height was determined by GEOID03.
 EG0869
 EG0869.The dynamic height is computed by dividing the NAVD 88
 EG0869.geopotential number by the normal gravity value computed on the
 EG0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0869.degrees latitude (g = 980.6199 gals.).
 EG0869
 EG0869.The modeled gravity was interpolated from observed gravity values.
 EG0869
 EG0869;                    North         East    Units  Estimated Accuracy
 EG0869;SPC MS E     -   606,270.      324,400.      MT  (+/- 180 meters Scaled)
 EG0869
 EG0869                          SUPERSEDED SURVEY CONTROL
 EG0869
 EG0869  NGVD 29 (??/??/92)  141.98   (m)          465.8    (f) COMPUTED    1 2
 EG0869
 EG0869.Superseded values are not recommended for survey control.
 EG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0869.See file dsdata.txt to determine how the superseded data were derived.
 EG0869
 EG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570705(NAD 83)
 EG0869_MARKER: DB = BENCH MARK DISK
 EG0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0869_STAMPING: G 164 1944
 EG0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0869+STABILITY: SURFACE MOTION
 EG0869
 EG0869  HISTORY     - Date     Condition        Report By
 EG0869  HISTORY     - 1944     MONUMENTED       CGS
 EG0869  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG0869  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0869
 EG0869                          STATION DESCRIPTION
 EG0869
 EG0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0869'3.4 MI NW FROM CORINTH.
 EG0869'ABOUT 3.4 MILES NORTHWESTERLY ALONG THE SOUTHERN RAILWAY FROM THE
 EG0869'STATION AT CORINTH, AT A ROAD CROSSING, ABOUT 0.2 MILE WEST OF
 EG0869'MILE-POST 462, ABOUT 0.1 MILE EAST OF BLOCK SIGNAL 462.3, 44.0 FEET
 EG0869'WEST OF THE CENTER LINE OF THE ROAD, 26.0 FEET NORTH OF AND ABOUT 2.0
 EG0869'FEET ABOVE THE CENTER LINE OF THE TRACK, AND 2.0 FEET WEST OF A 4 BY
 EG0869'4-INCH WOODEN REFERENCE POST.
 EG0869
 EG0869                          STATION RECOVERY (1962)
 EG0869
 EG0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG0869'MARK NOT FOUND.
 EG0869
 EG0869                          STATION RECOVERY (1977)
 EG0869
 EG0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0103 ***********************************************************************
 EG0103  DESIGNATION -  G 165
 EG0103  PID         -  EG0103
 EG0103  STATE/COUNTY-  MS/TISHOMINGO
 EG0103  USGS QUAD   -  YELLOW CREEK (1986)
 EG0103
 EG0103                         *CURRENT SURVEY CONTROL
 EG0103  ___________________________________________________________________
 EG0103* NAD 83(1986)-  34 58 39.     (N)    088 14 49.     (W)     SCALED    
 EG0103* NAVD 88     -       127.803  (meters)     419.30   (feet)  ADJUSTED  
 EG0103  ___________________________________________________________________
 EG0103  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG0103  DYNAMIC HT  -         127.685 (meters)     418.91  (feet)  COMP
 EG0103  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 EG0103
 EG0103  VERT ORDER  -  FIRST     CLASS II
 EG0103
 EG0103.The horizontal coordinates were scaled from a topographic map and have
 EG0103.an estimated accuracy of +/- 6 seconds.
 EG0103
 EG0103.The orthometric height was determined by differential leveling
 EG0103.and adjusted in June 1991.
 EG0103
 EG0103.The geoid height was determined by GEOID03.
 EG0103
 EG0103.The dynamic height is computed by dividing the NAVD 88
 EG0103.geopotential number by the normal gravity value computed on the
 EG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0103.degrees latitude (g = 980.6199 gals.).
 EG0103
 EG0103.The modeled gravity was interpolated from observed gravity values.
 EG0103
 EG0103;                    North         East    Units  Estimated Accuracy
 EG0103;SPC MS E     -   607,530.      353,540.      MT  (+/- 180 meters Scaled)
 EG0103
 EG0103                          SUPERSEDED SURVEY CONTROL
 EG0103
 EG0103  NGVD 29 (??/??/92)  127.813  (m)          419.33   (f) ADJ UNCH    1 2
 EG0103
 EG0103.Superseded values are not recommended for survey control.
 EG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0103.See file dsdata.txt to determine how the superseded data were derived.
 EG0103
 EG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD861712(NAD 83)
 EG0103_MARKER: DB = BENCH MARK DISK
 EG0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0103_SP_SET: CULVERT
 EG0103_STAMPING: G 165 1944
 EG0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0103
 EG0103  HISTORY     - Date     Condition        Report By
 EG0103  HISTORY     - 1944     MONUMENTED       CGS
 EG0103  HISTORY     - 1953     MARK NOT FOUND   TVA
 EG0103
 EG0103                          STATION DESCRIPTION
 EG0103
 EG0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0103'3.8 MI N FROM CROSS ROAD.
 EG0103'ABOUT 3.8 MILES NORTHERLY ALONG STATE HIGHWAY 25 FROM THE BAPTIST
 EG0103'CHURCH AT CROSS ROAD, 28.0 FEET WEST OF AND ABOUT 10 FEET BELOW THE
 EG0103'CENTER LINE OF THE HIGHWAY AND SET HORIZONTALLY IN THE TOP OF THE
 EG0103'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 EG0103
 EG0103                          STATION RECOVERY (1953)
 EG0103
 EG0103'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 EG0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0284 ***********************************************************************
 DJ0284  DESIGNATION -  G 166
 DJ0284  PID         -  DJ0284
 DJ0284  STATE/COUNTY-  MS/LOWNDES
 DJ0284  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0284
 DJ0284                         *CURRENT SURVEY CONTROL
 DJ0284  ___________________________________________________________________
 DJ0284* NAD 83(1986)-  33 36 14.     (N)    088 23 47.     (W)     SCALED    
 DJ0284* NAVD 88     -        61.598  (meters)     202.09   (feet)  ADJUSTED  
 DJ0284  ___________________________________________________________________
 DJ0284  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DJ0284  DYNAMIC HT  -          61.534 (meters)     201.88  (feet)  COMP
 DJ0284  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 DJ0284
 DJ0284  VERT ORDER  -  SECOND    CLASS 0
 DJ0284
 DJ0284.The horizontal coordinates were scaled from a topographic map and have
 DJ0284.an estimated accuracy of +/- 6 seconds.
 DJ0284
 DJ0284.The orthometric height was determined by differential leveling
 DJ0284.and adjusted in June 1991.
 DJ0284
 DJ0284.The geoid height was determined by GEOID03.
 DJ0284
 DJ0284.The dynamic height is computed by dividing the NAVD 88
 DJ0284.geopotential number by the normal gravity value computed on the
 DJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0284.degrees latitude (g = 980.6199 gals.).
 DJ0284
 DJ0284.The modeled gravity was interpolated from observed gravity values.
 DJ0284
 DJ0284;                    North         East    Units  Estimated Accuracy
 DJ0284;SPC MS E     -   455,100.      340,550.      MT  (+/- 180 meters Scaled)
 DJ0284
 DJ0284                          SUPERSEDED SURVEY CONTROL
 DJ0284
 DJ0284  NGVD 29 (??/??/92)   61.581  (m)          202.04   (f) ADJ UNCH    2 0
 DJ0284
 DJ0284.Superseded values are not recommended for survey control.
 DJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0284.See file dsdata.txt to determine how the superseded data were derived.
 DJ0284
 DJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC704191(NAD 83)
 DJ0284_MARKER: DB = BENCH MARK DISK
 DJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0284_STAMPING: G 166 1944
 DJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0284+STABILITY: SURFACE MOTION
 DJ0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ0284+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2000
 DJ0284
 DJ0284  HISTORY     - Date     Condition        Report By
 DJ0284  HISTORY     - 1944     MONUMENTED       CGS
 DJ0284  HISTORY     - 1974     GOOD             USGS
 DJ0284  HISTORY     - 20000304 GOOD             NGS
 DJ0284
 DJ0284                          STATION DESCRIPTION
 DJ0284
 DJ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0284'7.8 MI N FROM COLUMBUS.
 DJ0284'7.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0284'STATION AT COLUMBUS, LOWNDES COUNTY, SOUTHWEST ACROSS THE TRACK FROM
 DJ0284'POLE 640+15, 76.5 FEET WEST OF THE CENTER LINE OF THE TRACK, 70 FEET
 DJ0284'SOUTH OF THE SOUTH BELL OF A PIPE CULVERT, 12 FEET SOUTHEAST OF THE
 DJ0284'CENTER LINE OF A FARM ROAD LEADING TO A HOUSE, 8.5 FEET SOUTH OF A
 DJ0284'POLE, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 DJ0284'DISK, STAMPED G 166 1944 AND SET IN THE TOP OF A CONCRETE POST.
 DJ0284
 DJ0284                          STATION RECOVERY (1974)
 DJ0284
 DJ0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DJ0284'LOCATED 7 MILES NORTH OF COLUMBUS, 7 MILES SOUTHWEST OF CALEDONIA 3.5
 DJ0284'MILES SOUTHEAST OF COLUMBUS AIR FORCE BASE, 1.5 MILES ESE OF U.S.
 DJ0284'HIGHWAY 45. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 45 IN
 DJ0284'COLUMBUS, GO NORTH U.S. 45 FOR 5.9 MILES TO ANTIOCH BAPTIST CHURCH
 DJ0284'AND A CROSSROADS, TURN RIGHT AND GO EAST 1 MILE TO A FORK, TAKE LEFT
 DJ0284'FORK AND CONTINUE EAST FOR 6 MILE TO A T-ROAD INTERSECTION, TURN
 DJ0284'LEFT, NORTH, GO 1.3 MILES TO A FORK, TAKE FORK (NW) AND GO 3 MILES TO
 DJ0284'RAILROAD CROSSING AND MARK ON LEFT. THE MARK IS A STANDARD DISK,
 DJ0284'STAMPED "G 166 1944" AND SET IN A 10 INCH SQUARE CONCRETE POST
 DJ0284'PROJECTING 4 INCHES ABOVE GROUND. IT IS 1 FOOT SOUTH OF A METAL
 DJ0284'WITNESS POST, 160 FEET SSW OF THE INTERSECTION OF A PAVED ROAD AND
 DJ0284'THE ST. LOUIS-SAN FRANCISORAILROAD, 78 FEET WEST OF AND 8 FEET BELOW
 DJ0284'THE CENTERLINE OF THE TRACKS, 12 FEET EAST OF CENTERLINE OF A GRAVEL
 DJ0284'DRIVE, 99 FEET ESE OF A POWER POLE, 173 FEET SOUTH OF THE SOUTHWEST
 DJ0284'END OF A 4 FOOT ROUND CULVERT. (61.581 METERS OR 202.037 FEET)
 DJ0284
 DJ0284                          STATION RECOVERY (2000)
 DJ0284
 DJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0409 ***********************************************************************
 DK0409  DESIGNATION -  G 167
 DK0409  PID         -  DK0409
 DK0409  STATE/COUNTY-  MS/WASHINGTON
 DK0409  USGS QUAD   -  LELAND (1967)
 DK0409
 DK0409                         *CURRENT SURVEY CONTROL
 DK0409  ___________________________________________________________________
 DK0409* NAD 83(1986)-  33 28 51.     (N)    090 59 24.     (W)     SCALED    
 DK0409* NAVD 88     -        39.701  (meters)     130.25   (feet)  ADJUSTED  
 DK0409  ___________________________________________________________________
 DK0409  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK0409  DYNAMIC HT  -          39.659 (meters)     130.11  (feet)  COMP
 DK0409  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 DK0409
 DK0409  VERT ORDER  -  FIRST     CLASS II
 DK0409
 DK0409.This mark is at Greenville Municipal Airport (GLH)
 DK0409
 DK0409.The horizontal coordinates were scaled from a topographic map and have
 DK0409.an estimated accuracy of +/- 6 seconds.
 DK0409
 DK0409.The orthometric height was determined by differential leveling
 DK0409.and adjusted in June 1991.
 DK0409
 DK0409.The geoid height was determined by GEOID03.
 DK0409
 DK0409.The dynamic height is computed by dividing the NAVD 88
 DK0409.geopotential number by the normal gravity value computed on the
 DK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0409.degrees latitude (g = 980.6199 gals.).
 DK0409
 DK0409.The modeled gravity was interpolated from observed gravity values.
 DK0409
 DK0409;                    North         East    Units  Estimated Accuracy
 DK0409;SPC MS W     -   441,560.      638,970.      MT  (+/- 180 meters Scaled)
 DK0409
 DK0409                          SUPERSEDED SURVEY CONTROL
 DK0409
 DK0409  NGVD 29 (??/??/??)   39.800  (m)          130.58   (f) ADJUSTED    1 2
 DK0409
 DK0409.Superseded values are not recommended for survey control.
 DK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0409.See file dsdata.txt to determine how the superseded data were derived.
 DK0409
 DK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT867064(NAD 83)
 DK0409_MARKER: DB = BENCH MARK DISK
 DK0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0409_SP_SET: CONCRETE BASE
 DK0409_STAMPING: G 167 (1944)
 DK0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0409
 DK0409  HISTORY     - Date     Condition        Report By
 DK0409  HISTORY     - 1944     MONUMENTED       CGS
 DK0409  HISTORY     - 1967     GOOD             MSHD
 DK0409  HISTORY     - 1973     GOOD             NGS
 DK0409  HISTORY     - 1977     GOOD             NGS
 DK0409  HISTORY     - 1983     GOOD             USGS
 DK0409
 DK0409                          STATION DESCRIPTION
 DK0409
 DK0409'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0409'6.4 MI NE FROM GREENVILLE.
 DK0409'LOCATED IN THE SOUTHEAST CORNER OF THE BASE FOR THE CENTER PIPE FOR
 DK0409'THE AIR PORT WATER TANK, ON THE OLD GREENVILLE AIR FORCE BASE
 DK0409'PROPERTY, APPROXIMATLEY 6.4 MILES NORTHEAST OF GREENVILLE, 7.5 MILES
 DK0409'NORTHWEST OF LELAND IN THE NORTHEAST 1/4 OF SECTION 23, T 19N, R 8W.
 DK0409'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE 3 FEET ABOVE THE
 DK0409'GROUND.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO
 DK0409'SOUTHEAST ON MAIN STREET FOR 0.2 MILE TO THE INTERSECTION OF BROADWAY.
 DK0409'TURN LEFT (NORTHEAST) AND CONTINUE ON BROADWAY FOR 2.3 MILES TO THE
 DK0409'INTERSECTION OF MISSISSIPPI HIGHWAY 1.  CONTINUE NORTHEAST ON A
 DK0409'CONCRETE HIGHWAY FOR 3.85 MILES TO THE ENTRANCE TO THE GREENVILLE
 DK0409'MUNICIPAL AIR PORT (OLD GREENVILLE AIR FORCE BASE) JUST PAST A
 DK0409'CROSSROADS.  CONTINUE EAST ON CENTRAL AVENUE FOR 0.6 MILE TO A T
 DK0409'INTERSECTION.  THE MARK IS APPROXIMATELY 230 FEET EAST OF THE CENTER
 DK0409'OF THE T INTERSECTION.
 DK0409'NOTE-GREENVILLE ARMY AIR FIELD IS NOW GREENVILLE INTERNATIONAL
 DK0409'AIRPORT.
 DK0409
 DK0409                          STATION RECOVERY (1973)
 DK0409
 DK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0409'RECOVERED IN GOOD CONDITION.
 DK0409
 DK0409                          STATION RECOVERY (1977)
 DK0409
 DK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DK0409'RECOVERED IN GOOD CONDITION.
 DK0409
 DK0409                          STATION RECOVERY (1983)
 DK0409
 DK0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DK0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0525 ***********************************************************************
 CO0525  DESIGNATION -  G 168
 CO0525  PID         -  CO0525
 CO0525  STATE/COUNTY-  MS/LAUDERDALE
 CO0525  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0525
 CO0525                         *CURRENT SURVEY CONTROL
 CO0525  ___________________________________________________________________
 CO0525* NAD 83(1993)-  32 20 35.34909(N)    088 44 33.34129(W)     ADJUSTED  
 CO0525* NAVD 88     -        91.993  (meters)     301.81   (feet)  ADJUSTED  
 CO0525  ___________________________________________________________________
 CO0525  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CO0525  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CO0525  DYNAMIC HT  -          91.885 (meters)     301.46  (feet)  COMP
 CO0525  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 CO0525
 CO0525  HORZ ORDER  -  SECOND
 CO0525  VERT ORDER  -  FIRST     CLASS I
 CO0525
 CO0525.This mark is at Key Field Airport (MEI)
 CO0525
 CO0525.The horizontal coordinates were established by classical geodetic methods
 CO0525.and adjusted by the National Geodetic Survey in May 1994.
 CO0525
 CO0525.The orthometric height was determined by differential leveling
 CO0525.and adjusted in June 1991.
 CO0525
 CO0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0525
 CO0525.The geoid height was determined by GEOID03.
 CO0525
 CO0525.The dynamic height is computed by dividing the NAVD 88
 CO0525.geopotential number by the normal gravity value computed on the
 CO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0525.degrees latitude (g = 980.6199 gals.).
 CO0525
 CO0525.The modeled gravity was interpolated from observed gravity values.
 CO0525
 CO0525;                    North         East     Units Scale Factor Converg.
 CO0525;SPC MS E     -   315,203.137   308,541.656   MT  0.99995090   +0 02 54.8
 CO0525;SPC MS E     - 1,034,128.96  1,012,273.75   sFT  0.99995090   +0 02 54.8
 CO0525;UTM  16      - 3,579,807.018   336,007.686   MT  0.99993165   -0 55 56.9
 CO0525
 CO0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0525!SPC MS E     -   0.99998993  x   0.99995090  =   0.99994083
 CO0525!UTM  16      -   0.99998993  x   0.99993165  =   0.99992158
 CO0525
 CO0525                          SUPERSEDED SURVEY CONTROL
 CO0525
 CO0525  NAD 83(1993)-  32 20 35.36420(N)    088 44 33.34095(W) AD(       ) 2
 CO0525  NAD 83(1986)-  32 20 35.36699(N)    088 44 33.34170(W) AD(       ) 2
 CO0525  NAD 27      -  32 20 34.85200(N)    088 44 33.17500(W) AD(       ) 2
 CO0525  NGVD 29 (??/??/??)   91.980  (m)          301.77   (f) ADJUSTED    1 1
 CO0525
 CO0525.Superseded values are not recommended for survey control.
 CO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0525.See file dsdata.txt to determine how the superseded data were derived.
 CO0525
 CO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA3600879807(NAD 83)
 CO0525_MARKER: DB = BENCH MARK DISK
 CO0525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0525_SP_SET: DOOR STOP
 CO0525_STAMPING: G 168 1944
 CO0525_MARK LOGO: CGS   
 CO0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0525+STABILITY: SURFACE MOTION
 CO0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0525+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
 CO0525
 CO0525  HISTORY     - Date     Condition        Report By
 CO0525  HISTORY     - 1954     MONUMENTED       CGS
 CO0525  HISTORY     - 1964     GOOD             MSHD
 CO0525  HISTORY     - 1968     GOOD             NGS
 CO0525  HISTORY     - 1980     GOOD             NGS
 CO0525  HISTORY     - 1980     GOOD             LOCSUR
 CO0525  HISTORY     - 1983     GOOD             NGS
 CO0525  HISTORY     - 19900619 GOOD             MSHD
 CO0525
 CO0525                          STATION DESCRIPTION
 CO0525
 CO0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 CO0525'ABOUT 3 MILES SOUTH OF MERIDIAN AND AT KEY FIELD.  IT IS 9 FEET
 CO0525'NORTHEAST OF THE SOUTHEAST CORNER OF THE EAST HANGAR AT THE NORTH
 CO0525'END OF THE FIELD, 8 FEET NORTH OF A FIRE HYDRANT, 3 FEET EAST OF
 CO0525'THE EAST SIDE OF THE HANGAR AND SET IN A DRILLHOLE IN THE TOP OF
 CO0525'THE CONCRETE DOOR BUMPER BLOCK WHICH IS ABOUT 3 FEET TALL.
 CO0525'
 CO0525'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KEY, THE
 CO0525'DISTANCE BEING 2081.60 FEET, 634.472 METERS.
 CO0525
 CO0525                          STATION RECOVERY (1964)
 CO0525
 CO0525'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO0525'THE STATION WAS VISITED JANUARY 1964 AND WAS FOUND IN GOOD
 CO0525'CONDITION.
 CO0525'
 CO0525'THE 1954 DESCRIPTION BY E. L. JONES IS ADEQUATE.
 CO0525
 CO0525                          STATION RECOVERY (1968)
 CO0525
 CO0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0525'4.45 MI SW FROM MERIDIAN.
 CO0525'ABOUT 1.05 MILES SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0525'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 2.7 MILES
 CO0525'WEST ALONG U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 0.45
 CO0525'MILE SOUTH ALONG U.S. HIGHWAY 11, THENCE 0.05 MILE WEST ALONG A PAVED
 CO0525'ROAD, THENCE 0.2 MILE WEST ALONG M STREET, IN SECTION 22, T 6 N, R 15
 CO0525'E, AT KEY FIELD AIR NATIONAL GUARD BASE, 437 FEET SOUTH OF THE
 CO0525'CENTERLINE OF M STREET, SET IN THE TOP OF THE EAST END OF A CONCRETE
 CO0525'DOOR STOP WHICH IS LOCATED AT THE SOUTH END OF A SET OF HANGAR DOORS,
 CO0525'9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A MAINTENANCE HANGAR, 3
 CO0525'1/2 FEET EAST OF THE EAST WALL OF THE HANGAR, 458.0 FEET SOUTH OF
 CO0525'BENCH MARK F 168, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 CO0525
 CO0525                          STATION RECOVERY (1980)
 CO0525
 CO0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 CO0525'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CO0525'
 CO0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 CO0525'OF MERIDIAN.
 CO0525
 CO0525                          STATION RECOVERY (1980)
 CO0525
 CO0525'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CO0525'RECOVERED IN GOOD CONDITION.
 CO0525
 CO0525                          STATION RECOVERY (1983)
 CO0525
 CO0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 CO0525'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CO0525'
 CO0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 CO0525'OF MERIDIAN.
 CO0525
 CO0525                          STATION RECOVERY (1990)
 CO0525
 CO0525'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0525'MARK WAS FOUND AS RECOVERED IN 1980 EXCEPT FOR THE TO REACH. TO REACH
 CO0525'FROM THE I-20 AND I-59 BRIDGE OVER U.S. HIGHWAY 11 IN MERIDIAN, GO
 CO0525'SOUTH ON U.S. HIGHWAY 11 FOR 0.45 MI (0.72 KM) TO A SIDE ROAD RIGHT,
 CO0525'THENCE WEST ALONG A PAVED ROAD FOR 0.05 MI, THENCE WEST ALONG M
 CO0525'STREET FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0214 ***********************************************************************
 EG0214  DESIGNATION -  G 169
 EG0214  PID         -  EG0214
 EG0214  STATE/COUNTY-  MS/ITAWAMBA
 EG0214  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0214
 EG0214                         *CURRENT SURVEY CONTROL
 EG0214  ___________________________________________________________________
 EG0214* NAD 83(1986)-  34 17 26.     (N)    088 13 09.     (W)     SCALED    
 EG0214* NAVD 88     -       117.296  (meters)     384.83   (feet)  ADJUSTED  
 EG0214  ___________________________________________________________________
 EG0214  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0214  DYNAMIC HT  -         117.177 (meters)     384.44  (feet)  COMP
 EG0214  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EG0214
 EG0214  VERT ORDER  -  SECOND    CLASS 0
 EG0214
 EG0214.The horizontal coordinates were scaled from a topographic map and have
 EG0214.an estimated accuracy of +/- 6 seconds.
 EG0214
 EG0214.The orthometric height was determined by differential leveling
 EG0214.and adjusted in June 1991.
 EG0214
 EG0214.The geoid height was determined by GEOID03.
 EG0214
 EG0214.The dynamic height is computed by dividing the NAVD 88
 EG0214.geopotential number by the normal gravity value computed on the
 EG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0214.degrees latitude (g = 980.6199 gals.).
 EG0214
 EG0214.The modeled gravity was interpolated from observed gravity values.
 EG0214
 EG0214;                    North         East    Units  Estimated Accuracy
 EG0214;SPC MS E     -   531,350.      356,540.      MT  (+/- 180 meters Scaled)
 EG0214
 EG0214                          SUPERSEDED SURVEY CONTROL
 EG0214
 EG0214  NGVD 29 (??/??/92)  117.239  (m)          384.64   (f) ADJ UNCH    2 0
 EG0214
 EG0214.Superseded values are not recommended for survey control.
 EG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0214.See file dsdata.txt to determine how the superseded data were derived.
 EG0214
 EG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC877950(NAD 83)
 EG0214_MARKER: DB = BENCH MARK DISK
 EG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0214_STAMPING: G 169 1945
 EG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0214+STABILITY: SURFACE MOTION
 EG0214
 EG0214  HISTORY     - Date     Condition        Report By
 EG0214  HISTORY     - 1945     MONUMENTED       CGS
 EG0214  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0214  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG0214  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0214
 EG0214                          STATION DESCRIPTION
 EG0214
 EG0214'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0214'5.1 MI N FROM TREMONT.
 EG0214'FROM TREMONT GO WEST 0.3 MILE ALONG U. S. HIGHWAY 78 TO ITS JUNCTION
 EG0214'WITH THE TREMONT-RED BAY ROAD, THENCE NORTH 4.8 MILES ALONG THE
 EG0214'TREMONT-RED BAY ROAD TO A CURVE NORTHEAST, AT THE NORTH END OF A
 EG0214'CULTIVATED FIELD AND THE SOUTH END OF A LOW CUT, BOTH ON THE WEST SIDE
 EG0214'OF THE ROAD.  THE MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 EG0214'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND, 40.0 FEET NORTH OF
 EG0214'THE NORTHWEST END OF A SMALL WOODEN CULVERT, 24.0 FEET NORTHWEST OF
 EG0214'AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 18.0 FEET
 EG0214'SOUTHWEST OF THE CENTERLINE OF A DIM ROAD LEADING NORTHWEST, 1.5 FEET
 EG0214'NORTHEAST OF A WHITE 4 X 4 WOODEN REFERENCE POST.
 EG0214
 EG0214                          STATION RECOVERY (1965)
 EG0214
 EG0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0214'MARK NOT FOUND.
 EG0214
 EG0214                          STATION RECOVERY (1979)
 EG0214
 EG0214'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0675 ***********************************************************************
 BH0675  DESIGNATION -  G 17
 BH0675  PID         -  BH0675
 BH0675  STATE/COUNTY-  MS/HARRISON
 BH0675  USGS QUAD   -  WORTHAM (1983)
 BH0675
 BH0675                         *CURRENT SURVEY CONTROL
 BH0675  ___________________________________________________________________
 BH0675* NAD 83(1986)-  30 35 09.     (N)    089 08 07.     (W)     SCALED    
 BH0675* NAVD 88     -        31.78   (+/-2cm)     104.3    (feet)  VERTCON   
 BH0675  ___________________________________________________________________
 BH0675  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0675
 BH0675.The horizontal coordinates were scaled from a topographic map and have
 BH0675.an estimated accuracy of +/- 6 seconds.
 BH0675
 BH0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0675.The vertical order pertains to the NGVD 29 superseded value.
 BH0675
 BH0675.The geoid height was determined by GEOID03.
 BH0675
 BH0675;                    North         East    Units  Estimated Accuracy
 BH0675;SPC MS E     -   120,400.      271,040.      MT  (+/- 180 meters Scaled)
 BH0675
 BH0675                          SUPERSEDED SURVEY CONTROL
 BH0675
 BH0675  NGVD 29 (??/??/??)   31.777  (m)          104.25   (f) ADJUSTED    2 0
 BH0675
 BH0675.Superseded values are not recommended for survey control.
 BH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0675.See file dsdata.txt to determine how the superseded data were derived.
 BH0675
 BH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU952856(NAD 83)
 BH0675_MARKER: DB = BENCH MARK DISK
 BH0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0675_STAMPING: G 17 1934
 BH0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0675+STABILITY: SURFACE MOTION
 BH0675
 BH0675  HISTORY     - Date     Condition        Report By
 BH0675  HISTORY     - 1934     MONUMENTED       CGS
 BH0675  HISTORY     - 1972     GOOD             MSHD
 BH0675
 BH0675                          STATION DESCRIPTION
 BH0675
 BH0675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0675'3.4 MI S FROM SAUCIER.
 BH0675'THE MARK IS LOCATED 3.4 MILES SOUTH OF SAUCIER IN BETWEEN OLD HIGHWAY
 BH0675'49 AND THE ILLINOIS CENTRAL RAILROAD TRACK, 6.1 MILES NORTH-NORTHWEST
 BH0675'OF LYMAN, 0.4 MILES NORTHWEST OF MILEPOST G 15, 0.1 MILES SOUTHEAST OF
 BH0675'A CURVE IN THE TRACK ON THE NORTHWEST 1/4 OF SECTION 30, T 5S, R 11W.
 BH0675'IT IS 73 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 49, 44.5 FEET
 BH0675'WEST-SOUTHWEST OF THE WEST RAIL, 126 FEET NORTHEAST OF A TELEPHONE
 BH0675'SERVICE POLE, 100.5 FEET EAST-NORTHEAST OF A TELEPHONE CABLE JUNCTION
 BH0675'BOX, 153 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A LONE 36 INCH
 BH0675'PINE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH
 BH0675'SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK ABOUT 3 FEET BELOW THE
 BH0675'LEVEL OF THE OLD HIGHWAY AND PROJECTS 4 INCHES.  TO REACH FROM THE
 BH0675'JUNCTION OF STATE HIGHWAY 67 AND U.S. HIGHWAY 49 JUST SOUTH OF THE
 BH0675'SCHOOL AT SAUCIER GO SOUTH ON U.S. HIGHWAY 49 FOR 2.9 MILES TO A
 BH0675'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILES TO
 BH0675'A T INTERSECTION.  TURN LEFT AND GO SOUTH ON OLD U.S. HIGHWAY 49 FOR
 BH0675'0.45 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING A SIDE ROAD
 BH0675'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0725 ***********************************************************************
 EG0725  DESIGNATION -  G 171
 EG0725  PID         -  EG0725
 EG0725  STATE/COUNTY-  MS/LEE
 EG0725  USGS QUAD   -  MOOREVILLE (1973)
 EG0725
 EG0725                         *CURRENT SURVEY CONTROL
 EG0725  ___________________________________________________________________
 EG0725* NAD 83(1986)-  34 15 44.     (N)    088 34 34.     (W)     SCALED    
 EG0725* NAVD 88     -       120.674  (meters)     395.91   (feet)  ADJUSTED  
 EG0725  ___________________________________________________________________
 EG0725  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0725  DYNAMIC HT  -         120.552 (meters)     395.51  (feet)  COMP
 EG0725  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 EG0725
 EG0725  VERT ORDER  -  SECOND    CLASS 0
 EG0725
 EG0725.The horizontal coordinates were scaled from a topographic map and have
 EG0725.an estimated accuracy of +/- 6 seconds.
 EG0725
 EG0725.The orthometric height was determined by differential leveling
 EG0725.and adjusted in June 1991.
 EG0725.WARNING-Repeat measurements at this control monument indicate possible
 EG0725.vertical movement.
 EG0725
 EG0725.The geoid height was determined by GEOID03.
 EG0725
 EG0725.The dynamic height is computed by dividing the NAVD 88
 EG0725.geopotential number by the normal gravity value computed on the
 EG0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0725.degrees latitude (g = 980.6199 gals.).
 EG0725
 EG0725.The modeled gravity was interpolated from observed gravity values.
 EG0725
 EG0725;                    North         East    Units  Estimated Accuracy
 EG0725;SPC MS E     -   528,060.      323,690.      MT  (+/- 180 meters Scaled)
 EG0725
 EG0725                          SUPERSEDED SURVEY CONTROL
 EG0725
 EG0725  NGVD 29 (??/??/92)  120.582  (m)          395.61   (f) ADJ UNCH    2 0
 EG0725
 EG0725.Superseded values are not recommended for survey control.
 EG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0725.See file dsdata.txt to determine how the superseded data were derived.
 EG0725
 EG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC548923(NAD 83)
 EG0725_MARKER: DB = BENCH MARK DISK
 EG0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0725_STAMPING: G 171
 EG0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0725+STABILITY: SURFACE MOTION
 EG0725
 EG0725  HISTORY     - Date     Condition        Report By
 EG0725  HISTORY     - UNK      MONUMENTED       CGS
 EG0725  HISTORY     - 1965     GOOD             MSHD
 EG0725
 EG0725                          STATION DESCRIPTION
 EG0725
 EG0725'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0725'0.3 MI S FROM MOOREVILLE.
 EG0725'TO REACH THE MARK FROM THE U. S. POST OFFICE IN MOOREVILLE GO SOUTH ON
 EG0725'HIGHWAY 371 PASSING TO THE EAST OF GRAYS STORE FOR 0.3 MILE TO THE
 EG0725'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 6-INCH
 EG0725'SQUARE, CONCRETE POST.  IT IS 129 FEET EAST AND ACROSS THE ROAD FROM
 EG0725'THE SOUTHEAST CORNER OF A HOUSE, 26 FEET NORTHEAST OF A 24-INCH OAK
 EG0725'TREE IN A FENCE LINE, 25 FEET EAST OF THE CENTER OF THE ROAD, 2.5 FEET
 EG0725'WEST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 EG0725'LEVEL OF THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1089 ***********************************************************************
 DJ1089  DESIGNATION -  G 172
 DJ1089  PID         -  DJ1089
 DJ1089  STATE/COUNTY-  MS/MONROE
 DJ1089  USGS QUAD   -  EGYPT (1965)
 DJ1089
 DJ1089                         *CURRENT SURVEY CONTROL
 DJ1089  ___________________________________________________________________
 DJ1089* NAD 83(1986)-  33 59 10.     (N)    088 40 30.     (W)     SCALED    
 DJ1089* NAVD 88     -        92.690  (meters)     304.10   (feet)  ADJUSTED  
 DJ1089  ___________________________________________________________________
 DJ1089  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DJ1089  DYNAMIC HT  -          92.597 (meters)     303.80  (feet)  COMP
 DJ1089  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DJ1089
 DJ1089  VERT ORDER  -  SECOND    CLASS 0
 DJ1089
 DJ1089.The horizontal coordinates were scaled from a topographic map and have
 DJ1089.an estimated accuracy of +/- 6 seconds.
 DJ1089
 DJ1089.The orthometric height was determined by differential leveling
 DJ1089.and adjusted in June 1991.
 DJ1089
 DJ1089.The geoid height was determined by GEOID03.
 DJ1089
 DJ1089.The dynamic height is computed by dividing the NAVD 88
 DJ1089.geopotential number by the normal gravity value computed on the
 DJ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1089.degrees latitude (g = 980.6199 gals.).
 DJ1089
 DJ1089.The modeled gravity was interpolated from observed gravity values.
 DJ1089
 DJ1089;                    North         East    Units  Estimated Accuracy
 DJ1089;SPC MS E     -   497,420.      314,630.      MT  (+/- 180 meters Scaled)
 DJ1089
 DJ1089                          SUPERSEDED SURVEY CONTROL
 DJ1089
 DJ1089  NGVD 29 (??/??/92)   92.626  (m)          303.89   (f) ADJ UNCH    2 0
 DJ1089
 DJ1089.Superseded values are not recommended for survey control.
 DJ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1089.See file dsdata.txt to determine how the superseded data were derived.
 DJ1089
 DJ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC452618(NAD 83)
 DJ1089_MARKER: DB = BENCH MARK DISK
 DJ1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1089_STAMPING: G 172 1946
 DJ1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1089+STABILITY: SURFACE MOTION
 DJ1089
 DJ1089  HISTORY     - Date     Condition        Report By
 DJ1089  HISTORY     - 1946     MONUMENTED       CGS
 DJ1089  HISTORY     - 1963     GOOD             MSHD
 DJ1089  HISTORY     - 1972     GOOD             NGS
 DJ1089
 DJ1089                          STATION DESCRIPTION
 DJ1089
 DJ1089'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1089'4.8 MI E FROM OKOLONA.
 DJ1089'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 41 AND THE GM AND
 DJ1089'O RAILROAD IN OKOLONA BY GOING EAST ON HIGHWAY 41 FOR 3.3 MILES TO A
 DJ1089'GRAVEL SIDE ROAD RIGHT (OLD HIGHWAY 41), TURN RIGHT AND GO SOUTH AND
 DJ1089'EAST FOR 1.5 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE RIGHT. THE
 DJ1089'MARK IS A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST. IT IS
 DJ1089'38 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 25 FEET EAST OF THE
 DJ1089'CENTER OF THE SIDE ROAD, 3 FEET EAST OF THE NORTHEAST CORNER OF A
 DJ1089'CATTLE PEN, IN THE CENTER OF THE ENTRANCE TO A CATTLE LOADING CHUTE, 2
 DJ1089'FEET ABOVE THE LEVEL OF THE GRAVEL ROAD AND PROJECTS 2 INCHES. A METAL
 DJ1089'WITNESS POST WAS SET 4.0 FEET WEST OF THE MARK.
 DJ1089
 DJ1089                          STATION RECOVERY (1972)
 DJ1089
 DJ1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1065 ***********************************************************************
 DJ1065  DESIGNATION -  G 173
 DJ1065  PID         -  DJ1065
 DJ1065  STATE/COUNTY-  MS/MONROE
 DJ1065  USGS QUAD   -  EGYPT (1965)
 DJ1065
 DJ1065                         *CURRENT SURVEY CONTROL
 DJ1065  ___________________________________________________________________
 DJ1065* NAD 83(1986)-  33 53 54.     (N)    088 42 49.     (W)     SCALED    
 DJ1065* NAVD 88     -        87.599  (meters)     287.40   (feet)  ADJUSTED  
 DJ1065  ___________________________________________________________________
 DJ1065  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ1065  DYNAMIC HT  -          87.510 (meters)     287.11  (feet)  COMP
 DJ1065  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 DJ1065
 DJ1065  VERT ORDER  -  FIRST     CLASS II
 DJ1065
 DJ1065.The horizontal coordinates were scaled from a topographic map and have
 DJ1065.an estimated accuracy of +/- 6 seconds.
 DJ1065
 DJ1065.The orthometric height was determined by differential leveling
 DJ1065.and adjusted in June 1991.
 DJ1065.WARNING-Repeat measurements at this control monument indicate possible
 DJ1065.vertical movement.
 DJ1065
 DJ1065.The geoid height was determined by GEOID03.
 DJ1065
 DJ1065.The dynamic height is computed by dividing the NAVD 88
 DJ1065.geopotential number by the normal gravity value computed on the
 DJ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1065.degrees latitude (g = 980.6199 gals.).
 DJ1065
 DJ1065.The modeled gravity was interpolated from observed gravity values.
 DJ1065
 DJ1065;                    North         East    Units  Estimated Accuracy
 DJ1065;SPC MS E     -   487,680.      311,070.      MT  (+/- 180 meters Scaled)
 DJ1065
 DJ1065                          SUPERSEDED SURVEY CONTROL
 DJ1065
 DJ1065  NGVD 29 (??/??/92)   87.521  (m)          287.14   (f) ADJ UNCH    1 2
 DJ1065
 DJ1065.Superseded values are not recommended for survey control.
 DJ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1065.See file dsdata.txt to determine how the superseded data were derived.
 DJ1065
 DJ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC415522(NAD 83)
 DJ1065_MARKER: DB = BENCH MARK DISK
 DJ1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1065_STAMPING: G 173 1946
 DJ1065_MARK LOGO: CGS   
 DJ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1065+STABILITY: SURFACE MOTION
 DJ1065
 DJ1065  HISTORY     - Date     Condition        Report By
 DJ1065  HISTORY     - 1946     MONUMENTED       CGS
 DJ1065  HISTORY     - 1963     GOOD             MSHD
 DJ1065  HISTORY     - 1983     GOOD             NGS
 DJ1065
 DJ1065                          STATION DESCRIPTION
 DJ1065
 DJ1065'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1065'0.4 MI E FROM EGYPT.
 DJ1065'TO REACH FROM THE INTERSECTION OF THE EGYPT-ABERDEEN GRAVEL ROAD AND
 DJ1065'THE GM AND O RAILROAD AT EGYPT, GO EAST ON THE GRAVEL ROAD 0.4 MILE TO
 DJ1065'THE MARK ON THE LEFT.  (0.1 MILE EAST OF A WOODEN BRIDGE AND AT A FARM
 DJ1065'LANE LEADING NORTH TO A FARM HOUSE.)  THE MARK IS A DISK SET IN THE
 DJ1065'TOP OF A 6 INCH CONCRETE POST.  IT IS ABOUT 115 FEET EAST OF THE
 DJ1065'CENTER OF THE FARM LANE, 40 FEET NORTH OF AND ABOUT LEVEL WITH THE
 DJ1065'CENTER OF THE MAIN ROAD, AND PROJECTS 6 INCHES.  A METAL WITNESS POST
 DJ1065'WAS SET 1.0 FOOT EAST OF THE MARK.
 DJ1065
 DJ1065                          STATION RECOVERY (1983)
 DJ1065
 DJ1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0348 ***********************************************************************
 EG0348  DESIGNATION -  G 175
 EG0348  PID         -  EG0348
 EG0348  STATE/COUNTY-  MS/ITAWAMBA
 EG0348  USGS QUAD   -  TREMONT (1992)
 EG0348
 EG0348                         *CURRENT SURVEY CONTROL
 EG0348  ___________________________________________________________________
 EG0348* NAD 83(1986)-  34 10 55.     (N)    088 19 03.     (W)     SCALED    
 EG0348* NAVD 88     -        90.325  (meters)     296.34   (feet)  ADJUSTED  
 EG0348  ___________________________________________________________________
 EG0348  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0348  DYNAMIC HT  -          90.234 (meters)     296.04  (feet)  COMP
 EG0348  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 EG0348
 EG0348  VERT ORDER  -  SECOND    CLASS 0
 EG0348
 EG0348.The horizontal coordinates were scaled from a topographic map and have
 EG0348.an estimated accuracy of +/- 6 seconds.
 EG0348
 EG0348.The orthometric height was determined by differential leveling
 EG0348.and adjusted in June 1991.
 EG0348
 EG0348.The geoid height was determined by GEOID03.
 EG0348
 EG0348.The dynamic height is computed by dividing the NAVD 88
 EG0348.geopotential number by the normal gravity value computed on the
 EG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0348.degrees latitude (g = 980.6199 gals.).
 EG0348
 EG0348.The modeled gravity was interpolated from observed gravity values.
 EG0348
 EG0348;                    North         East    Units  Estimated Accuracy
 EG0348;SPC MS E     -   519,250.      347,550.      MT  (+/- 180 meters Scaled)
 EG0348
 EG0348                          SUPERSEDED SURVEY CONTROL
 EG0348
 EG0348  NGVD 29 (??/??/92)   90.26   (m)          296.1    (f) COMPUTED    2 0
 EG0348
 EG0348.Superseded values are not recommended for survey control.
 EG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0348.See file dsdata.txt to determine how the superseded data were derived.
 EG0348
 EG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC785831(NAD 83)
 EG0348_MARKER: DB = BENCH MARK DISK
 EG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0348_STAMPING: G 175 1946
 EG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0348+STABILITY: SURFACE MOTION
 EG0348
 EG0348  HISTORY     - Date     Condition        Report By
 EG0348  HISTORY     - 1946     MONUMENTED       CGS
 EG0348  HISTORY     - 1962     MARK NOT FOUND   LADH
 EG0348  HISTORY     - 1966     MARK NOT FOUND   USGS
 EG0348
 EG0348                          STATION DESCRIPTION
 EG0348
 EG0348'DESCRIBED BY LA DEPT OF HIGHWAYS 1962
 EG0348'2.4 MI SE FROM TILDEN.
 EG0348'THIS MARK CAN BE REACHED FROM THE HARRISON AND BOWEN STORE AT TILDEN
 EG0348'BY GOING 0.6 MILE SOUTH ALONG STATE HIGHWAY 25, THENCE ABOUT 1.8 MILES
 EG0348'EAST ALONG A GRAVEL ROAD KNOWN AS THE HORNS CROSSING ROAD TO THE EDGE
 EG0348'OF A LARGE SWAMP.  THIS MARK IS ABOUT 180 FEET WEST OF THE WEST END OF
 EG0348'AN OLD WOODEN BRIDGE, 45 FEET WEST-SOUTHWEST OF A TRIANGLE BLAZED 30
 EG0348'INCH HICKORY TREE, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 3
 EG0348'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  THE MARK IS A DISK SET IN
 EG0348'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EG0348
 EG0348                          STATION RECOVERY (1966)
 EG0348
 EG0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EG0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0480 ***********************************************************************
 DJ0480  DESIGNATION -  G 177
 DJ0480  PID         -  DJ0480
 DJ0480  STATE/COUNTY-  MS/NOXUBEE
 DJ0480  USGS QUAD   -  CLIFTONVILLE (1973)
 DJ0480
 DJ0480                         *CURRENT SURVEY CONTROL
 DJ0480  ___________________________________________________________________
 DJ0480* NAD 83(1986)-  33 08 50.     (N)    088 23 58.     (W)     SCALED    
 DJ0480* NAVD 88     -        58.820  (meters)     192.98   (feet)  ADJUSTED  
 DJ0480  ___________________________________________________________________
 DJ0480  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DJ0480  DYNAMIC HT  -          58.756 (meters)     192.77  (feet)  COMP
 DJ0480  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DJ0480
 DJ0480  VERT ORDER  -  SECOND    CLASS 0
 DJ0480
 DJ0480.The horizontal coordinates were scaled from a topographic map and have
 DJ0480.an estimated accuracy of +/- 6 seconds.
 DJ0480
 DJ0480.The orthometric height was determined by differential leveling
 DJ0480.and adjusted in June 1991.
 DJ0480
 DJ0480.The geoid height was determined by GEOID03.
 DJ0480
 DJ0480.The dynamic height is computed by dividing the NAVD 88
 DJ0480.geopotential number by the normal gravity value computed on the
 DJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0480.degrees latitude (g = 980.6199 gals.).
 DJ0480
 DJ0480.The modeled gravity was interpolated from observed gravity values.
 DJ0480
 DJ0480;                    North         East    Units  Estimated Accuracy
 DJ0480;SPC MS E     -   404,450.      340,480.      MT  (+/- 180 meters Scaled)
 DJ0480
 DJ0480                          SUPERSEDED SURVEY CONTROL
 DJ0480
 DJ0480  NGVD 29 (??/??/92)   58.786  (m)          192.87   (f) ADJ UNCH    2 0
 DJ0480
 DJ0480.Superseded values are not recommended for survey control.
 DJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0480.See file dsdata.txt to determine how the superseded data were derived.
 DJ0480
 DJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB694684(NAD 83)
 DJ0480_MARKER: DB = BENCH MARK DISK
 DJ0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0480_SP_SET: BRIDGE
 DJ0480_STAMPING: G 177 1946
 DJ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0480
 DJ0480  HISTORY     - Date     Condition        Report By
 DJ0480  HISTORY     - 1946     MONUMENTED       CGS
 DJ0480  HISTORY     - 1963     GOOD             MSHD
 DJ0480
 DJ0480                          STATION DESCRIPTION
 DJ0480
 DJ0480'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0480'0.45 MI W FROM PRAIRIE POINT.
 DJ0480'TO REACH THE MARK FROM THE POST OFFICE IN PRAIRIE POINT, GO WEST 0.45
 DJ0480'MILE TO A STEEL AND CONCRETE BRIDGE AND THE MARK ON THE LEFT.  THE
 DJ0480'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE
 DJ0480'SOUTHEAST WINGWALL AT THE EAST END OF THE BRIDGE, 9 FEET SOUTH OF AND
 DJ0480'ABOUT LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0209 ***********************************************************************
 DJ0209  DESIGNATION -  G 178
 DJ0209  PID         -  DJ0209
 DJ0209  STATE/COUNTY-  MS/MONROE
 DJ0209  USGS QUAD   -  AMORY SW (1992)
 DJ0209
 DJ0209                         *CURRENT SURVEY CONTROL
 DJ0209  ___________________________________________________________________
 DJ0209* NAD 83(1986)-  33 46 38.     (N)    088 27 27.     (W)     SCALED    
 DJ0209* NAVD 88     -        66.094  (meters)     216.84   (feet)  ADJUSTED  
 DJ0209  ___________________________________________________________________
 DJ0209  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DJ0209  DYNAMIC HT  -          66.026 (meters)     216.62  (feet)  COMP
 DJ0209  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 DJ0209
 DJ0209  VERT ORDER  -  SECOND    CLASS 0
 DJ0209
 DJ0209.The horizontal coordinates were scaled from a topographic map and have
 DJ0209.an estimated accuracy of +/- 6 seconds.
 DJ0209
 DJ0209.The orthometric height was determined by differential leveling
 DJ0209.and adjusted in June 1991.
 DJ0209
 DJ0209.The geoid height was determined by GEOID03.
 DJ0209
 DJ0209.The dynamic height is computed by dividing the NAVD 88
 DJ0209.geopotential number by the normal gravity value computed on the
 DJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0209.degrees latitude (g = 980.6199 gals.).
 DJ0209
 DJ0209.The modeled gravity was interpolated from observed gravity values.
 DJ0209
 DJ0209;                    North         East    Units  Estimated Accuracy
 DJ0209;SPC MS E     -   474,300.      334,810.      MT  (+/- 180 meters Scaled)
 DJ0209
 DJ0209                          SUPERSEDED SURVEY CONTROL
 DJ0209
 DJ0209  NGVD 29 (??/??/92)   66.067  (m)          216.75   (f) ADJ UNCH    2 0
 DJ0209
 DJ0209.Superseded values are not recommended for survey control.
 DJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0209.See file dsdata.txt to determine how the superseded data were derived.
 DJ0209
 DJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC650384(NAD 83)
 DJ0209_MARKER: DD = SURVEY DISK
 DJ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0209_STAMPING: G 178 1946
 DJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0209+STABILITY: SURFACE MOTION
 DJ0209
 DJ0209  HISTORY     - Date     Condition        Report By
 DJ0209  HISTORY     - 1946     MONUMENTED       CGS
 DJ0209  HISTORY     - 1964     GOOD             MSHD
 DJ0209
 DJ0209                          STATION DESCRIPTION
 DJ0209
 DJ0209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0209'3.0 MI N FROM HAMILTON.
 DJ0209'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO NORTH ON U. S.
 DJ0209'HIGHWAY 45 FOR 3.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0209'SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE POST.  IT IS 240 FEET
 DJ0209'NORTH OF THE CENTER OF A ROAD LEADING TO A FARM HOUSE, 50 FEET WEST OF
 DJ0209'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A FENCE CORNER, 1.0
 DJ0209'FOOT WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 DJ0209'HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0023 ***********************************************************************
 DJ0023  DESIGNATION -  G 179
 DJ0023  PID         -  DJ0023
 DJ0023  STATE/COUNTY-  MS/MONROE
 DJ0023  USGS QUAD   -  AMORY SW (1992)
 DJ0023
 DJ0023                         *CURRENT SURVEY CONTROL
 DJ0023  ___________________________________________________________________
 DJ0023* NAD 83(1986)-  33 48 01.     (N)    088 26 38.     (W)     SCALED    
 DJ0023* NAVD 88     -        80.052  (meters)     262.64   (feet)  ADJUSTED  
 DJ0023  ___________________________________________________________________
 DJ0023  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0023  DYNAMIC HT  -          79.970 (meters)     262.37  (feet)  COMP
 DJ0023  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 DJ0023
 DJ0023  VERT ORDER  -  SECOND    CLASS 0
 DJ0023
 DJ0023.The horizontal coordinates were scaled from a topographic map and have
 DJ0023.an estimated accuracy of +/- 6 seconds.
 DJ0023
 DJ0023.The orthometric height was determined by differential leveling
 DJ0023.and adjusted in June 1991.
 DJ0023
 DJ0023.The geoid height was determined by GEOID03.
 DJ0023
 DJ0023.The dynamic height is computed by dividing the NAVD 88
 DJ0023.geopotential number by the normal gravity value computed on the
 DJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0023.degrees latitude (g = 980.6199 gals.).
 DJ0023
 DJ0023.The modeled gravity was interpolated from observed gravity values.
 DJ0023
 DJ0023;                    North         East    Units  Estimated Accuracy
 DJ0023;SPC MS E     -   476,860.      336,060.      MT  (+/- 180 meters Scaled)
 DJ0023
 DJ0023                          SUPERSEDED SURVEY CONTROL
 DJ0023
 DJ0023  NGVD 29 (??/??/92)   80.014  (m)          262.51   (f) ADJ UNCH    2 0
 DJ0023
 DJ0023.Superseded values are not recommended for survey control.
 DJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0023.See file dsdata.txt to determine how the superseded data were derived.
 DJ0023
 DJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC663409(NAD 83)
 DJ0023_MARKER: DB = BENCH MARK DISK
 DJ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0023_STAMPING: G 179 1946
 DJ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0023+STABILITY: SURFACE MOTION
 DJ0023
 DJ0023  HISTORY     - Date     Condition        Report By
 DJ0023  HISTORY     - 1946     MONUMENTED       CGS
 DJ0023  HISTORY     - 1963     GOOD             MSHD
 DJ0023
 DJ0023                          STATION DESCRIPTION
 DJ0023
 DJ0023'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0023'6.3 MI SE FROM ABERDEEN.
 DJ0023'TO REACH FROM THE POST OFFICE IN ABERDEEN, GO SOUTHEAST ON U. S.
 DJ0023'HIGHWAY 45 FOR 4.9 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST, AND GO
 DJ0023'1.4 MILES ON A BLACKTOP ROAD TO THE MARK ON THE RIGHT.  THE MARK IS A
 DJ0023'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 170 FEET
 DJ0023'NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 35 FEET SOUTH OF
 DJ0023'THE CENTER OF THE ROAD, 14 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 DJ0023'10 FEET EAST OF THE CENTER OF A GATE 4.5 FEET SOUTH OF A TELEPHONE
 DJ0023'POLE, 4.0 FEET SOUTH OF A BOARD FENCE, ABOUT LEVEL WITH THE BLACK TOP
 DJ0023'ROAD AND PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 DJ0023'NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1237 ***********************************************************************
 BH1237  DESIGNATION -  G 18
 BH1237  PID         -  BH1237
 BH1237  STATE/COUNTY-  MS/HANCOCK
 BH1237  USGS QUAD   -  DEAD TIGER CREEK (1970)
 BH1237
 BH1237                         *CURRENT SURVEY CONTROL
 BH1237  ___________________________________________________________________
 BH1237* NAD 83(1986)-  30 23 28.     (N)    089 37 03.     (W)     SCALED    
 BH1237* NAVD 88     -         8.90   (+/-2cm)      29.2    (feet)  VERTCON   
 BH1237  ___________________________________________________________________
 BH1237  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BH1237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1237
 BH1237.The horizontal coordinates were scaled from a topographic map and have
 BH1237.an estimated accuracy of +/- 6 seconds.
 BH1237
 BH1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1237.The vertical order pertains to the NGVD 29 superseded value.
 BH1237
 BH1237.The geoid height was determined by GEOID03.
 BH1237
 BH1237;                    North         East    Units  Estimated Accuracy
 BH1237;SPC MS E     -    99,040.      224,640.      MT  (+/- 180 meters Scaled)
 BH1237
 BH1237                          SUPERSEDED SURVEY CONTROL
 BH1237
 BH1237  NGVD 29 (??/??/??)    8.870  (m)           29.10   (f) ADJUSTED    2 0
 BH1237
 BH1237.Superseded values are not recommended for survey control.
 BH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1237.See file dsdata.txt to determine how the superseded data were derived.
 BH1237
 BH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU485650(NAD 83)
 BH1237_MARKER: DB = BENCH MARK DISK
 BH1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1237_STAMPING: G 18 1934
 BH1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1237+STABILITY: SURFACE MOTION
 BH1237
 BH1237  HISTORY     - Date     Condition        Report By
 BH1237  HISTORY     - 1934     MONUMENTED       CGS
 BH1237  HISTORY     - 1974     GOOD             MSHD
 BH1237
 BH1237                          STATION DESCRIPTION
 BH1237
 BH1237'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BH1237'7 MI SE FROM NICHOLSON.
 BH1237'THE MARK IS LOCATED 7 MILES SE OF NICHOLSON AT THE JUNCTION OF FLAT
 BH1237'TOP ROAD AND OLD HIGHWAY 43 ON THE MISSISSIPPI TEST FACILITY ABOUT 1.1
 BH1237'MILES SSE OF THE NORTH GATE, 0.2 MILE EAST OF HIGHWAY 607.  IT IS 79
 BH1237'FEET EAST OF THE CENTER OF OLD HIGHWAY 43 IN A CURVE, 38 FEET EAST OF
 BH1237'THE CENTER OF FLAT TOP ROAD, 144 FEET SE OF A TELEPHONE CABLE POLE,
 BH1237'132 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 1 FOOT EAST OF A METAL
 BH1237'WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT
 BH1237'LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES.  TO REACH FROM THE NORTH
 BH1237'GATE OF THE M.T.F. ABOUT 6 MILES SE OF NICHOLSON GO SOUTH ON STATE
 BH1237'HIGHWAY 607 FOR 0.8 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 BH1237'GRAVELED ROAD FOR 0.2 MILE TO A T INTERSECTION.  TURN RIGHT AND GO SE
 BH1237'ON OLD HIGHWAY 43 FOR 0.35 MILE TO AN ANGLING SIDE ROAD AND THE MARK
 BH1237'ON THE LEFT.  (NOTE)  THE DIRT WAS MISSING ON THE EAST SIDE OF THE
 BH1237'MARK LEAVING A HOLE BUT THE MARK DOES NOT APPEAR TO HAVE MOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1048 ***********************************************************************
 DJ1048  DESIGNATION -  G 180
 DJ1048  PID         -  DJ1048
 DJ1048  STATE/COUNTY-  MS/CLAY
 DJ1048  USGS QUAD   -  STRONG (1987)
 DJ1048
 DJ1048                         *CURRENT SURVEY CONTROL
 DJ1048  ___________________________________________________________________
 DJ1048* NAD 83(1986)-  33 40 42.     (N)    088 31 36.     (W)     SCALED    
 DJ1048* NAVD 88     -        81.493  (meters)     267.37   (feet)  ADJUSTED  
 DJ1048  ___________________________________________________________________
 DJ1048  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DJ1048  DYNAMIC HT  -          81.408 (meters)     267.09  (feet)  COMP
 DJ1048  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 DJ1048
 DJ1048  VERT ORDER  -  SECOND    CLASS 0
 DJ1048
 DJ1048.The horizontal coordinates were scaled from a topographic map and have
 DJ1048.an estimated accuracy of +/- 6 seconds.
 DJ1048
 DJ1048.The orthometric height was determined by differential leveling
 DJ1048.and adjusted in June 1991.
 DJ1048
 DJ1048.The geoid height was determined by GEOID03.
 DJ1048
 DJ1048.The dynamic height is computed by dividing the NAVD 88
 DJ1048.geopotential number by the normal gravity value computed on the
 DJ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1048.degrees latitude (g = 980.6199 gals.).
 DJ1048
 DJ1048.The modeled gravity was interpolated from observed gravity values.
 DJ1048
 DJ1048;                    North         East    Units  Estimated Accuracy
 DJ1048;SPC MS E     -   463,310.      328,440.      MT  (+/- 180 meters Scaled)
 DJ1048
 DJ1048                          SUPERSEDED SURVEY CONTROL
 DJ1048
 DJ1048  NGVD 29 (??/??/92)   81.465  (m)          267.27   (f) ADJ UNCH    2 0
 DJ1048
 DJ1048.Superseded values are not recommended for survey control.
 DJ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1048.See file dsdata.txt to determine how the superseded data were derived.
 DJ1048
 DJ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC584275(NAD 83)
 DJ1048_MARKER: DB = BENCH MARK DISK
 DJ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1048_STAMPING: G 180 1946
 DJ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1048+STABILITY: SURFACE MOTION
 DJ1048
 DJ1048  HISTORY     - Date     Condition        Report By
 DJ1048  HISTORY     - 1946     MONUMENTED       CGS
 DJ1048  HISTORY     - 1963     GOOD             MSHD
 DJ1048  HISTORY     - 1980     GOOD             MSHD
 DJ1048
 DJ1048                          STATION DESCRIPTION
 DJ1048
 DJ1048'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1048'5.7 MI SE FROM STRONGS.
 DJ1048'TO REACH FROM THE POST OFFICE IN STRONG, GO EAST ON A GRAVEL ROAD FOR
 DJ1048'4.5 MILES TO A T INTERSECTION, TURN RIGHT, SOUTH AND GO 1.2 MILES
 DJ1048'TOWARD BARTONS FERRY LANDING TO THE MARK ON THE RIGHT.  THE MARK IS A
 DJ1048'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 100 FEET
 DJ1048'SOUTH OF THE SOUTHEAST CORNER OF A FARM HOUSE, 47 FEET SOUTH OF THE
 DJ1048'CENTER OF A DRIVEWAY, 24 FEET WEST OF THE CENTER OF A ROAD, ABOUT
 DJ1048'LEVEL WITH THE GRAVEL ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS
 DJ1048'POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 DJ1048
 DJ1048                          STATION RECOVERY (1980)
 DJ1048
 DJ1048'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1048'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO E
 DJ1048'ON HWY 50 FOR 3.5 MILES TO A CROSSROAD, TURN LEFT N ON PAVED ROAD AND
 DJ1048'GO 2 MILES TO A PAVED SIDE ROAD LEFT AT A SHARP CURVE TO RIGHT
 DJ1048'CONTINUE E ON MAIN PAVED ROAD FOR 4.5 MILES TO A CROSS ROAD GRAVEL
 DJ1048'TURN LEFT N AND GO 3.1 TO THE MARK ON THE LEFT IT IS 64 FEET W AND
 DJ1048'ACROSS THE ROAD FROM A POWELINE POLE IN OPEN FIELD WITH 2 BRACE
 DJ1048'WIRES, AT FEET S CENTER OF OLD DRIVEWAY, 22 FEET W CENTER GRAVEL
 DJ1048'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0785 ***********************************************************************
 DJ0785  DESIGNATION -  G 182
 DJ0785  PID         -  DJ0785
 DJ0785  STATE/COUNTY-  MS/LOWNDES
 DJ0785  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0785
 DJ0785                         *CURRENT SURVEY CONTROL
 DJ0785  ___________________________________________________________________
 DJ0785* NAD 83(1986)-  33 22 07.     (N)    088 35 33.     (W)     SCALED    
 DJ0785* NAVD 88     -        72.920  (meters)     239.24   (feet)  POSTED    
 DJ0785  ___________________________________________________________________
 DJ0785  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DJ0785  DYNAMIC HT  -          72.840 (meters)     238.98  (feet)  COMP
 DJ0785  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 DJ0785
 DJ0785  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DJ0785
 DJ0785.The horizontal coordinates were scaled from a topographic map and have
 DJ0785.an estimated accuracy of +/- 6 seconds.
 DJ0785
 DJ0785.The orthometric height was determined by differential leveling
 DJ0785.and adjusted by the  in 1992.
 DJ0785.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DJ0785.rate of 4.1 thru 8.0 mm/km.
 DJ0785
 DJ0785.The geoid height was determined by GEOID03.
 DJ0785
 DJ0785.The dynamic height is computed by dividing the NAVD 88
 DJ0785.geopotential number by the normal gravity value computed on the
 DJ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0785.degrees latitude (g = 980.6199 gals.).
 DJ0785
 DJ0785.The modeled gravity was interpolated from observed gravity values.
 DJ0785
 DJ0785;                    North         East    Units  Estimated Accuracy
 DJ0785;SPC MS E     -   428,950.      322,410.      MT  (+/- 180 meters Scaled)
 DJ0785
 DJ0785                          SUPERSEDED SURVEY CONTROL
 DJ0785
 DJ0785  NGVD 29 (??/??/92)   72.881  (m)          239.11   (f) ADJ UNCH    2 0
 DJ0785
 DJ0785.Superseded values are not recommended for survey control.
 DJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0785.See file dsdata.txt to determine how the superseded data were derived.
 DJ0785
 DJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB518932(NAD 83)
 DJ0785_MARKER: DB = BENCH MARK DISK
 DJ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0785_STAMPING: G 182 1946
 DJ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0785+STABILITY: SURFACE MOTION
 DJ0785
 DJ0785  HISTORY     - Date     Condition        Report By
 DJ0785  HISTORY     - 1946     MONUMENTED       CGS
 DJ0785  HISTORY     - 1963     GOOD             MSHD
 DJ0785  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0785
 DJ0785                          STATION DESCRIPTION
 DJ0785
 DJ0785'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0785'3.8 MI NE FROM PENN.
 DJ0785'TO REACH FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN PENN GO
 DJ0785'NORTH ON A GRAVEL ROAD 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 DJ0785'EAST, AND GO 2.7 MILES TO A CROSSROAD, THE PERRY GROVE CHURCH AND THE
 DJ0785'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH
 DJ0785'SQUARE CONCRETE POST.  IT IS 120 FEET SOUTHEAST OF THE CENTER OF THE
 DJ0785'CROSSROADS, 112 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 34
 DJ0785'FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH, 25 FEET EAST OF THE
 DJ0785'NORTH-SOUTH ROAD, 3 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD AND
 DJ0785'PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE
 DJ0785'MARK.
 DJ0785
 DJ0785                          STATION RECOVERY (1983)
 DJ0785
 DJ0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0785'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0696 ***********************************************************************
 CO0696  DESIGNATION -  G 184
 CO0696  PID         -  CO0696
 CO0696  STATE/COUNTY-  MS/NOXUBEE
 CO0696  USGS QUAD   -  SHUQUALAK (1982)
 CO0696
 CO0696                         *CURRENT SURVEY CONTROL
 CO0696  ___________________________________________________________________
 CO0696* NAD 83(1986)-  32 59 40.     (N)    088 31 27.     (W)     SCALED    
 CO0696* NAVD 88     -        57.158  (meters)     187.53   (feet)  ADJUSTED  
 CO0696  ___________________________________________________________________
 CO0696  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CO0696  DYNAMIC HT  -          57.095 (meters)     187.32  (feet)  COMP
 CO0696  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 CO0696
 CO0696  VERT ORDER  -  FIRST     CLASS II
 CO0696
 CO0696.The horizontal coordinates were scaled from a topographic map and have
 CO0696.an estimated accuracy of +/- 6 seconds.
 CO0696
 CO0696.The orthometric height was determined by differential leveling
 CO0696.and adjusted in June 1991.
 CO0696.WARNING-Repeat measurements at this control monument indicate possible
 CO0696.vertical movement.
 CO0696
 CO0696.The geoid height was determined by GEOID03.
 CO0696
 CO0696.The dynamic height is computed by dividing the NAVD 88
 CO0696.geopotential number by the normal gravity value computed on the
 CO0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0696.degrees latitude (g = 980.6199 gals.).
 CO0696
 CO0696.The modeled gravity was interpolated from observed gravity values.
 CO0696
 CO0696;                    North         East    Units  Estimated Accuracy
 CO0696;SPC MS E     -   387,470.      328,890.      MT  (+/- 180 meters Scaled)
 CO0696
 CO0696                          SUPERSEDED SURVEY CONTROL
 CO0696
 CO0696  NGVD 29 (??/??/92)   57.134  (m)          187.45   (f) ADJ UNCH    1 2
 CO0696
 CO0696.Superseded values are not recommended for survey control.
 CO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0696.See file dsdata.txt to determine how the superseded data were derived.
 CO0696
 CO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB576517(NAD 83)
 CO0696_MARKER: DB = BENCH MARK DISK
 CO0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0696_STAMPING: G 184 1946
 CO0696_MARK LOGO: NGS   
 CO0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0696+STABILITY: SURFACE MOTION
 CO0696
 CO0696  HISTORY     - Date     Condition        Report By
 CO0696  HISTORY     - 1946     MONUMENTED       CGS
 CO0696  HISTORY     - 1963     GOOD             MSHD
 CO0696  HISTORY     - 1983     GOOD             NGS
 CO0696
 CO0696                          STATION DESCRIPTION
 CO0696
 CO0696'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CO0696'3.0 MI NE FROM SHUQUALAK.
 CO0696'TO REACH THE MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STATION IN
 CO0696'SHUQUALAK, GO EAST AND NORTHEAST ALONG THE ROAD TO PAULETT 0.6 MILE TO
 CO0696'U.S. HIGHWAY 45, CONTINUE EAST 1.95 MILES TO THE MOST NORTHEASTERLY
 CO0696'ONE OF THREE BRICK, ARCH BRIDGES, CONTINUE AHEAD 0.45 MILE TO THE MARK
 CO0696'ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH CONCRETE
 CO0696'POST.  IT IS 220 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 33
 CO0696'FEET NORTH OF A POWERLINE POLE, 27 FEET SOUTHEAST OF THE CENTER OF THE
 CO0696'ROAD, 10 FEET SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD AND
 CO0696'PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE
 CO0696'MARK.
 CO0696
 CO0696                          STATION RECOVERY (1983)
 CO0696
 CO0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0696'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 10 FEET SOUTHEAST OF A
 CO0696'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0219 ***********************************************************************
 CO0219  DESIGNATION -  G 185
 CO0219  PID         -  CO0219
 CO0219  STATE/COUNTY-  MS/LAUDERDALE
 CO0219  USGS QUAD   -  TAMOLA (1987)
 CO0219
 CO0219                         *CURRENT SURVEY CONTROL
 CO0219  ___________________________________________________________________
 CO0219* NAD 83(1986)-  32 34 32.     (N)    088 26 17.     (W)     SCALED    
 CO0219* NAVD 88     -        55.790  (meters)     183.04   (feet)  ADJUSTED  
 CO0219  ___________________________________________________________________
 CO0219  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CO0219  DYNAMIC HT  -          55.725 (meters)     182.82  (feet)  COMP
 CO0219  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CO0219
 CO0219  VERT ORDER  -  SECOND    CLASS 0
 CO0219
 CO0219.The horizontal coordinates were scaled from a topographic map and have
 CO0219.an estimated accuracy of +/- 6 seconds.
 CO0219
 CO0219.The orthometric height was determined by differential leveling
 CO0219.and adjusted in June 1991.
 CO0219
 CO0219.The geoid height was determined by GEOID03.
 CO0219
 CO0219.The dynamic height is computed by dividing the NAVD 88
 CO0219.geopotential number by the normal gravity value computed on the
 CO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0219.degrees latitude (g = 980.6199 gals.).
 CO0219
 CO0219.The modeled gravity was interpolated from observed gravity values.
 CO0219
 CO0219;                    North         East    Units  Estimated Accuracy
 CO0219;SPC MS E     -   341,040.      337,110.      MT  (+/- 180 meters Scaled)
 CO0219
 CO0219                          SUPERSEDED SURVEY CONTROL
 CO0219
 CO0219  NGVD 29 (??/??/92)   55.780  (m)          183.00   (f) ADJ UNCH    2 0
 CO0219
 CO0219.Superseded values are not recommended for survey control.
 CO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0219.See file dsdata.txt to determine how the superseded data were derived.
 CO0219
 CO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB650051(NAD 83)
 CO0219_MARKER: DB = BENCH MARK DISK
 CO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0219_SP_SET: CONCRETE POST
 CO0219_STAMPING: G 185 1946
 CO0219_MARK LOGO: CGS   
 CO0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0219+STABILITY: SURFACE MOTION
 CO0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0219+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 CO0219
 CO0219  HISTORY     - Date     Condition        Report By
 CO0219  HISTORY     - 1946     MONUMENTED       CGS
 CO0219  HISTORY     - 1964     GOOD             MSHD
 CO0219  HISTORY     - 1983     GOOD             NGS
 CO0219  HISTORY     - 19900321 GOOD             MSHD
 CO0219
 CO0219                          STATION DESCRIPTION
 CO0219
 CO0219'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0219'5.7 MI NE FROM LAUDERDALE.
 CO0219'TO REACH THE MARK FROM THE POST OFFICE IN LAUDERDALE, GO NORTH ON U.
 CO0219'S. HIGHWAY 45 FOR 1.25 MILES TO A BLACKTOP ROAD ON THE RIGHT, TURN
 CO0219'RIGHT, NORTHEAST AND GO 2.85 MILES TO A DIRT ROAD ON THE RIGHT, TURN
 CO0219'RIGHT, EAST AND GO 0.15 MILE TO A RAILROAD, CONTINUE EAST FOR 2.6
 CO0219'MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 CO0219'10-INCH SQUARE CONCRETE POST.  IT IS ABOUT 147 FEET SOUTHWEST OF THE
 CO0219'SOUTHWEST CORNER OF A FARM HOUSE, 33 FEET NORTH OF THE CENTER OF THE
 CO0219'ROAD, 58 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE HOUSE, 2
 CO0219'FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES.  A METAL
 CO0219'WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 CO0219
 CO0219                          STATION RECOVERY (1983)
 CO0219
 CO0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0219'RECOVERED IN GOOD CONDITION.  NOTE, THE YEAR STAMPED ON THIS MARK IS
 CO0219'1946, NOT 1945 AS DESCRIBED IN THE 1964 DATA.  NOT LEVELED TO AT THIS
 CO0219'TIME.
 CO0219
 CO0219                          STATION RECOVERY (1990)
 CO0219
 CO0219'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0219'MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF LAUDERDALE ON THE
 CO0219'NORTH R.O.W. OF SETH COBB ROAD, 0.2 MI (0.3 KM) SOUTH OF THE
 CO0219'KEMPER-LAUDERDALE COUNTY LINE AND IS IN SECTION 3, T 8N, R 18E.
 CO0219'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0219'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO NORTHEAST ON THE U.S.
 CO0219'HIGHWAY 45 BYPASS FOR 1.55 MI (2.49 KM) TO A SIDE ROAD CONNECTING THE
 CO0219'OLD AND THE NEW HIGHWAY, TURN RIGHT ONTO THE OLD HIGHWAY AND GO
 CO0219'NORTHEAST FOR 2.8 MI (4.5 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CO0219'EAST ON SETH COB ROAD FOR 2.55 MI (4.10 KM) TO A SIDE ROAD LEFT,
 CO0219'CONTINUE EAST ON SETH COBB ROAD FOR 0.2 MI (0.3 KM) TO A WOODS ROAD
 CO0219'AND THE MARK ON THE LEFT JUST BEYOND A PETROLEUM PIPE LINE.
 CO0219'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0219'ABOUT LEVEL WITH THE ROAD, PROJECTING 3 INCHES, 37.5 FT (11.4 M)
 CO0219'NORTH NORTHEAST OF THE CENTER OF A PAVED ROAD, 33.5 FT (10.2 M)
 CO0219'SOUTHEAST OF THE CENTER OF A WOODS ROAD, 28 FT (8.5 M) EAST OF POWER
 CO0219'POLE NO 24 AND 1 FT (0.3 M) NORTH NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0781 ***********************************************************************
 DJ0781  DESIGNATION -  G 186
 DJ0781  PID         -  DJ0781
 DJ0781  STATE/COUNTY-  MS/NOXUBEE
 DJ0781  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0781
 DJ0781                         *CURRENT SURVEY CONTROL
 DJ0781  ___________________________________________________________________
 DJ0781* NAD 83(1986)-  33 14 08.     (N)    088 31 48.     (W)     SCALED    
 DJ0781* NAVD 88     -        74.454  (meters)     244.27   (feet)  ADJUSTED  
 DJ0781  ___________________________________________________________________
 DJ0781  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ0781  DYNAMIC HT  -          74.373 (meters)     244.01  (feet)  COMP
 DJ0781  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DJ0781
 DJ0781  VERT ORDER  -  SECOND    CLASS 0
 DJ0781
 DJ0781.The horizontal coordinates were scaled from a topographic map and have
 DJ0781.an estimated accuracy of +/- 6 seconds.
 DJ0781
 DJ0781.The orthometric height was determined by differential leveling
 DJ0781.and adjusted in June 1991.
 DJ0781
 DJ0781.The geoid height was determined by GEOID03.
 DJ0781
 DJ0781.The dynamic height is computed by dividing the NAVD 88
 DJ0781.geopotential number by the normal gravity value computed on the
 DJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0781.degrees latitude (g = 980.6199 gals.).
 DJ0781
 DJ0781.The modeled gravity was interpolated from observed gravity values.
 DJ0781
 DJ0781;                    North         East    Units  Estimated Accuracy
 DJ0781;SPC MS E     -   414,200.      328,270.      MT  (+/- 180 meters Scaled)
 DJ0781
 DJ0781                          SUPERSEDED SURVEY CONTROL
 DJ0781
 DJ0781  NGVD 29 (??/??/92)   74.427  (m)          244.18   (f) ADJ UNCH    2 0
 DJ0781
 DJ0781.Superseded values are not recommended for survey control.
 DJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0781.See file dsdata.txt to determine how the superseded data were derived.
 DJ0781
 DJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB574784(NAD 83)
 DJ0781_MARKER: DB = BENCH MARK DISK
 DJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0781_STAMPING: G 186 1946
 DJ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0781+STABILITY: SURFACE MOTION
 DJ0781
 DJ0781  HISTORY     - Date     Condition        Report By
 DJ0781  HISTORY     - 1946     MONUMENTED       CGS
 DJ0781  HISTORY     - 1963     GOOD             MSHD
 DJ0781
 DJ0781                          STATION DESCRIPTION
 DJ0781
 DJ0781'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0781'2.5 MI W FROM DEERBROOK.
 DJ0781'TO REACH THE MARK FROM THE CROSSROAD AT DEERBROOK, GO WEST ON STATE
 DJ0781'HIGHWAY 388 FOR 2.5 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 DJ0781'MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT
 DJ0781'IS 168 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 130 FEET
 DJ0781'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 27 FEET WEST OF
 DJ0781'THE CENTER OF A ROAD LEADING SOUTH TO A CHURCH, 34 FEET SOUTH OF AND
 DJ0781'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  A METAL
 DJ0781'WITNESS POST WAS SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0368 ***********************************************************************
 CO0368  DESIGNATION -  G 187
 CO0368  PID         -  CO0368
 CO0368  STATE/COUNTY-  MS/LAUDERDALE
 CO0368  USGS QUAD   -  TAMOLA (1987)
 CO0368
 CO0368                         *CURRENT SURVEY CONTROL
 CO0368  ___________________________________________________________________
 CO0368* NAD 83(1986)-  32 30 13.     (N)    088 29 10.     (W)     SCALED    
 CO0368* NAVD 88     -       100.020  (meters)     328.15   (feet)  ADJUSTED  
 CO0368  ___________________________________________________________________
 CO0368  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CO0368  DYNAMIC HT  -          99.904 (meters)     327.77  (feet)  COMP
 CO0368  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CO0368
 CO0368  VERT ORDER  -  SECOND    CLASS 0
 CO0368
 CO0368.The horizontal coordinates were scaled from a topographic map and have
 CO0368.an estimated accuracy of +/- 6 seconds.
 CO0368
 CO0368.The orthometric height was determined by differential leveling
 CO0368.and adjusted in June 1991.
 CO0368
 CO0368.The geoid height was determined by GEOID03.
 CO0368
 CO0368.The dynamic height is computed by dividing the NAVD 88
 CO0368.geopotential number by the normal gravity value computed on the
 CO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0368.degrees latitude (g = 980.6199 gals.).
 CO0368
 CO0368.The modeled gravity was interpolated from observed gravity values.
 CO0368
 CO0368;                    North         East    Units  Estimated Accuracy
 CO0368;SPC MS E     -   333,050.      332,630.      MT  (+/- 180 meters Scaled)
 CO0368
 CO0368                          SUPERSEDED SURVEY CONTROL
 CO0368
 CO0368  NGVD 29 (??/??/92)  100.012  (m)          328.12   (f) ADJ UNCH    2 0
 CO0368
 CO0368.Superseded values are not recommended for survey control.
 CO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0368.See file dsdata.txt to determine how the superseded data were derived.
 CO0368
 CO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA603972(NAD 83)
 CO0368_MARKER: DB = BENCH MARK DISK
 CO0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0368_SP_SET: CONCRETE POST
 CO0368_STAMPING: G 187 1946
 CO0368_MARK LOGO: CGS   
 CO0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0368+STABILITY: SURFACE MOTION
 CO0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0368+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 CO0368
 CO0368  HISTORY     - Date     Condition        Report By
 CO0368  HISTORY     - 1946     MONUMENTED       CGS
 CO0368  HISTORY     - 1964     GOOD             MSHD
 CO0368  HISTORY     - 19900221 GOOD             MSHD
 CO0368
 CO0368                          STATION DESCRIPTION
 CO0368
 CO0368'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0368'2.95 MI SE FROM LAUDERDALE.
 CO0368'TO REACH THE MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STAT. IN
 CO0368'LAUDERDALE, GO SOUTHEAST ALONG A ROAD LEADING TO KEWANEE 2.95 MILES TO
 CO0368'A SMALL HOUSE AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 CO0368'THE TOP OF A 10-INCH SQUARE CONCRETE POST.  IT IS 95 FEET
 CO0368'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 34 FEET SOUTHWEST
 CO0368'OF THE CENTER OF THE ROAD, 20 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 CO0368'TO THE HOUSE, 42 FEET NORTH OF THE CENTER OF A DRIVEWAY TO THE HOUSE,
 CO0368'2 FEET ABOVE THE LEVEL OF THE ROAD, AND PROJECTS 4 INCHES. A METAL
 CO0368'WITNESS POST WAS SET 1.0 FEET NORTH OF THE MARK.
 CO0368
 CO0368                          STATION RECOVERY (1990)
 CO0368
 CO0368'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0368'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF LAUDERDALE ON THE
 CO0368'SOUTHWEST R.O.W. OF KEWANEE ROAD, 0.8 MI (1.3 KM) SOUTHEAST OF THE
 CO0368'LAUDERDALE CEMETERY AND IS IN SECTION 32, T 8N, R 18E.
 CO0368'TO REACH FROM THE JUNCTION OF THE YORK ROAD AND OLD HIGHWAY 45 JUST
 CO0368'SOUTH OF THE POST OFFICE IN LAYDERDALE, GO EAST ON YORK ROAD FOR 0.65
 CO0368'MI (1.05 KM) TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON
 CO0368'KEWANEE ROAD FOR 1.55 MI (2.49 KM) TO A WOODS ROAD AND THE MARK ON
 CO0368'THE RIGHT.
 CO0368'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0368'ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE ROAD, PROJECTING 2 INCHES,
 CO0368'34.5 FT (10.5 M) WEST OF THE CENTER OF KEWANEE ROAD, 19 FT (5.8 M)
 CO0368'SOUTHEAST OF THE CENTER OF A WOODS ROAD, 6 FT (1.8 M) SOUTHWEST OF
 CO0368'POWER POLE NO 50E41 AND 1 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0326 ***********************************************************************
 BH0326  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0326  DESIGNATION -  G 189
 BH0326  PID         -  BH0326
 BH0326  STATE/COUNTY-  MS/JACKSON
 BH0326  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0326
 BH0326                         *CURRENT SURVEY CONTROL
 BH0326  ___________________________________________________________________
 BH0326* NAD 83(1986)-  30 22 00.     (N)    088 33 28.     (W)     SCALED    
 BH0326* NAVD 88     -         4.314  (meters)      14.15   (feet)  ADJUSTED  
 BH0326  ___________________________________________________________________
 BH0326  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH0326  DYNAMIC HT  -           4.308 (meters)      14.13  (feet)  COMP
 BH0326  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BH0326
 BH0326  VERT ORDER  -  FIRST     CLASS I
 BH0326
 BH0326.The horizontal coordinates were scaled from a topographic map and have
 BH0326.an estimated accuracy of +/- 6 seconds.
 BH0326
 BH0326.The orthometric height was determined by differential leveling
 BH0326.and adjusted in June 1991.
 BH0326
 BH0326.This Tidal Bench Mark is designated as VM 17797
 BH0326.by the Center for Operational Oceanographic Products and Services.
 BH0326
 BH0326.The geoid height was determined by GEOID03.
 BH0326
 BH0326.The dynamic height is computed by dividing the NAVD 88
 BH0326.geopotential number by the normal gravity value computed on the
 BH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0326.degrees latitude (g = 980.6199 gals.).
 BH0326
 BH0326.The modeled gravity was interpolated from observed gravity values.
 BH0326
 BH0326;                    North         East    Units  Estimated Accuracy
 BH0326;SPC MS E     -    96,100.      326,490.      MT  (+/- 180 meters Scaled)
 BH0326
 BH0326                          SUPERSEDED SURVEY CONTROL
 BH0326
 BH0326  NGVD 29 (??/??/??)    4.272  (m)           14.02   (f) ADJUSTED    1 1
 BH0326
 BH0326.Superseded values are not recommended for survey control.
 BH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0326.See file dsdata.txt to determine how the superseded data were derived.
 BH0326
 BH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU503604(NAD 83)
 BH0326_MARKER: DB = BENCH MARK DISK
 BH0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0326_SP_SET: BUILDING
 BH0326_STAMPING: G 189 1955
 BH0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0326
 BH0326  HISTORY     - Date     Condition        Report By
 BH0326  HISTORY     - 1955     MONUMENTED       CGS
 BH0326  HISTORY     - 1968     GOOD             CGS
 BH0326  HISTORY     - 1985     GOOD             USPSQD
 BH0326  HISTORY     - 20030503 MARK NOT FOUND   USPSQD
 BH0326
 BH0326                          STATION DESCRIPTION
 BH0326
 BH0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0326'IN PASCAGOULA.
 BH0326'AT PASCAGOULA, AT THE JUNCTION OF SOUTH PASCAGOULA STREET AND WEST
 BH0326'DELMAS AVENUE, ABOUT 75 YARDS SOUTH OF THE CROSSING OF THE LOUISVILLE
 BH0326'AND NASHVILLE RAILROAD, 38 FEET EAST OF THE EAST CURB LINE OF SOUTH
 BH0326'PASCAGOULA STREET, SET VERTICALLY IN THE WEST FACE OF THE PUBLIC
 BH0326'LIBRARY BUILDING (FORMERLY THE POST OFFICE), 15.2 FEET SOUTH OF THE
 BH0326'NORTHWEST CORNER OF THE BUILDING, 2 FEET ABOVE THE LEVEL OF THE
 BH0326'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 BH0326
 BH0326                          STATION RECOVERY (1985)
 BH0326
 BH0326'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHK)
 BH0326'RECOVERED IN GOOD CONDITION.
 BH0326
 BH0326                          STATION RECOVERY (2003)
 BH0326
 BH0326'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0326'FOUND SITE BUT NO MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0396 ***********************************************************************
 BW0396  DESIGNATION -  G 19
 BW0396  PID         -  BW0396
 BW0396  STATE/COUNTY-  MS/AMITE
 BW0396  USGS QUAD   -  LIBERTY (1988)
 BW0396
 BW0396                         *CURRENT SURVEY CONTROL
 BW0396  ___________________________________________________________________
 BW0396* NAD 83(1986)-  31 09 41.     (N)    090 46 42.     (W)     SCALED    
 BW0396* NAVD 88     -       127.07   (+/-2cm)     416.9    (feet)  VERTCON   
 BW0396  ___________________________________________________________________
 BW0396  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BW0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0396
 BW0396.The horizontal coordinates were scaled from a topographic map and have
 BW0396.an estimated accuracy of +/- 6 seconds.
 BW0396
 BW0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0396.The vertical order pertains to the NGVD 29 superseded value.
 BW0396
 BW0396.The geoid height was determined by GEOID03.
 BW0396
 BW0396;                    North         East    Units  Estimated Accuracy
 BW0396;SPC MS W     -   184,250.      657,570.      MT  (+/- 180 meters Scaled)
 BW0396
 BW0396                          SUPERSEDED SURVEY CONTROL
 BW0396
 BW0396  NGVD 29 (??/??/92)  127.072  (m)          416.90   (f) ADJ UNCH    2 0
 BW0396
 BW0396.Superseded values are not recommended for survey control.
 BW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0396.See file dsdata.txt to determine how the superseded data were derived.
 BW0396
 BW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ117496(NAD 83)
 BW0396_MARKER: DB = BENCH MARK DISK
 BW0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0396_STAMPING: G 19 1934 416.902
 BW0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0396+STABILITY: SURFACE MOTION
 BW0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0396+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 BW0396
 BW0396  HISTORY     - Date     Condition        Report By
 BW0396  HISTORY     - 1934     MONUMENTED       CGS
 BW0396  HISTORY     - 1969     GOOD             MSHD
 BW0396  HISTORY     - 20010125 GOOD             NGS
 BW0396
 BW0396                          STATION DESCRIPTION
 BW0396
 BW0396'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0396'1.8 MI E FROM LIBERTY.
 BW0396'THE MARK IS LOCATED 1.8 MILES EAST OF LIBERTY, 0.1 MILE WEST OF A PIPE
 BW0396'LINE NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 2, T 2N, R 4E. IT IS
 BW0396'30 FEET SOUTH OF THE CENTER OF OLD HIGHWAY 24, 130 FEET EAST OF THE
 BW0396'EXTENDED CENTER OF A NARROW GRAVELED ROAD, 86 FEET SOUTHWEST OF A
 BW0396'POWER LINE POLE WITH GUY WIRES, 10 FEET EAST SOUTHEAST OF A 24 INCH
 BW0396'OAK, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH
 BW0396'SQUARE CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 1 FOOT BELOW THE
 BW0396'LEVEL OF THE ROAD.  NOTE-- TO REACH FROM THE AMITE COUNTY COURTHOUSE
 BW0396'IN LIBERTY GO EAST ON STATE HIGHWAY 24 FOR 1.9 MILES TO A NARROW SIDE
 BW0396'ROAD RIGHT ON THE EAST SIDE OF A RED TOP HOUSE.  TURN RIGHT (SOUTH)
 BW0396'AND CONTINUE ON A NARROW GRAVELED ROAD FOR 0.15 MILE TO A T
 BW0396'INTERSECTION.  TURN LEFT (EAST) AND CONTINUE ON OLD HIGHWAY 24 FOR 130
 BW0396'FEET TO THE MARK ON THE RIGHT.
 BW0396
 BW0396                          STATION RECOVERY (2001)
 BW0396
 BW0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BW0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0972 ***********************************************************************
 BH0972  DESIGNATION -  G 190
 BH0972  PID         -  BH0972
 BH0972  STATE/COUNTY-  MS/HANCOCK
 BH0972  USGS QUAD   -  WAVELAND (1976)
 BH0972
 BH0972                         *CURRENT SURVEY CONTROL
 BH0972  ___________________________________________________________________
 BH0972* NAD 83(1986)-  30 17 59.     (N)    089 26 50.     (W)     SCALED    
 BH0972* NAVD 88     -         3.500  (meters)      11.48   (feet)  ADJUSTED  
 BH0972  ___________________________________________________________________
 BH0972  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BH0972  DYNAMIC HT  -           3.495 (meters)      11.47  (feet)  COMP
 BH0972  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 BH0972
 BH0972  VERT ORDER  -  FIRST     CLASS I
 BH0972
 BH0972.The horizontal coordinates were scaled from a topographic map and have
 BH0972.an estimated accuracy of +/- 6 seconds.
 BH0972
 BH0972.The orthometric height was determined by differential leveling
 BH0972.and adjusted in February 1994.
 BH0972
 BH0972.The geoid height was determined by GEOID03.
 BH0972
 BH0972.The dynamic height is computed by dividing the NAVD 88
 BH0972.geopotential number by the normal gravity value computed on the
 BH0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0972.degrees latitude (g = 980.6199 gals.).
 BH0972
 BH0972.The modeled gravity was interpolated from observed gravity values.
 BH0972
 BH0972;                    North         East    Units  Estimated Accuracy
 BH0972;SPC MS E     -    88,810.      240,950.      MT  (+/- 180 meters Scaled)
 BH0972
 BH0972                          SUPERSEDED SURVEY CONTROL
 BH0972
 BH0972  NAVD 88 (06/15/91)    3.499  (m)           11.48   (f) UNKNOWN     1 1
 BH0972  NGVD 29 (??/??/??)    3.455  (m)           11.34   (f) ADJUSTED    1 1
 BH0972
 BH0972.Superseded values are not recommended for survey control.
 BH0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0972.See file dsdata.txt to determine how the superseded data were derived.
 BH0972
 BH0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU646545(NAD 83)
 BH0972_MARKER: DB = BENCH MARK DISK
 BH0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0972_SP_SET: CONCRETE BASE
 BH0972_STAMPING: G 190 1955
 BH0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0972
 BH0972  HISTORY     - Date     Condition        Report By
 BH0972  HISTORY     - 1955     MONUMENTED       CGS
 BH0972  HISTORY     - 1972     GOOD             MSHD
 BH0972  HISTORY     - 1974     GOOD             NGS
 BH0972  HISTORY     - 1976     GOOD             NGS
 BH0972  HISTORY     - 19930318 MARK NOT FOUND   NGS
 BH0972  HISTORY     - 20050705 MARK NOT FOUND   NGS
 BH0972
 BH0972                          STATION DESCRIPTION
 BH0972
 BH0972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0972'6.8 MI WSW FROM BAY ST  LOUIS.
 BH0972'THE MARK IS LOCATED 6.8 MILES WEST-SOUTHWEST OF BAY ST. LOUIS SET IN A
 BH0972'DRILL HOLE IN THE TOP OF THE SOUTHWEST END OF THE CURVED CONCRETE BASE
 BH0972'FOR THE SOUTH, CONCRETE BANISTER AT THE WEST END OF A 150 FOOT
 BH0972'CONCRETE BRIDGE FOR THE EASTBOUND LANE OF U.S. HIGHWAY 90 OVER BAYOU
 BH0972'PHILLIP IN THE SOUTHEAST 1/4 OF SECTION 36, T 8S, R 15W.  IT IS 20
 BH0972'FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF U.S. HIGHWAY 90, 0.3
 BH0972'FEET SOUTHWEST OF THE NORTHWEST END OF THE BANASTER AND ABOUT 0.5 FEET
 BH0972'ABOVE THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE WEST END OF THE
 BH0972'BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90
 BH0972'FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43. CONTINUE
 BH0972'WEST ON U.S. HIGHWAY 90 FOR 4.1 MILES TO THE BRIDGE OVER BAYOU PHILLIP
 BH0972'FOR THE EASTBOUND LANE AND THE MARK ON THE LEFT.
 BH0972
 BH0972                          STATION RECOVERY (1974)
 BH0972
 BH0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0972'RECOVERED IN GOOD CONDITION.
 BH0972
 BH0972                          STATION RECOVERY (1976)
 BH0972
 BH0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0972'RECOVERED IN GOOD CONDITION.
 BH0972
 BH0972                          STATION RECOVERY (1993)
 BH0972
 BH0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0972'THE GUARDRAIL AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 BH0972'DESTROYED.
 BH0972
 BH0972                          STATION RECOVERY (2005)
 BH0972
 BH0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0972'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3076 ***********************************************************************
 BH3076  DESIGNATION -  G 190 RESET
 BH3076  PID         -  BH3076
 BH3076  STATE/COUNTY-  MS/HANCOCK
 BH3076  USGS QUAD   -  WAVELAND (1976)
 BH3076
 BH3076                         *CURRENT SURVEY CONTROL
 BH3076  ___________________________________________________________________
 BH3076* NAD 83(1986)-  30 17 59.     (N)    089 26 50.     (W)     SCALED    
 BH3076* NAVD 88     -         3.47   (meters)      11.4    (feet)  RESET     
 BH3076  ___________________________________________________________________
 BH3076  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BH3076  VERT ORDER  -  THIRD
 BH3076
 BH3076.The horizontal coordinates were scaled from a topographic map and have
 BH3076.an estimated accuracy of +/- 6 seconds.
 BH3076
 BH3076.The orthometric height was computed from unverified reset data.
 BH3076.No vertical observational check was made to the station.
 BH3076
 BH3076.The geoid height was determined by GEOID03.
 BH3076
 BH3076;                    North         East    Units  Estimated Accuracy
 BH3076;SPC MS E     -    88,810.      240,950.      MT  (+/- 180 meters Scaled)
 BH3076
 BH3076                          SUPERSEDED SURVEY CONTROL
 BH3076
 BH3076  NGVD 29 (08/12/04)    3.42   (m)           11.2    (f) RESET       3  
 BH3076
 BH3076.Superseded values are not recommended for survey control.
 BH3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3076.See file dsdata.txt to determine how the superseded data were derived.
 BH3076
 BH3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU646545(NAD 83)
 BH3076_MARKER: DV = VERTICAL CONTROL DISK
 BH3076_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH3076_SP_SET: CURB
 BH3076_STAMPING: G 190 RESET 1985
 BH3076_MARK LOGO: NGS   
 BH3076_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3076+STABILITY: SURFACE MOTION
 BH3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3076+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993
 BH3076
 BH3076  HISTORY     - Date     Condition        Report By
 BH3076  HISTORY     - 1985     MONUMENTED       NGS
 BH3076  HISTORY     - 19930318 GOOD             NGS
 BH3076
 BH3076                          STATION DESCRIPTION
 BH3076
 BH3076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BH3076'7.75 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE BRIDGE
 BH3076'OVER BAY ST. LOUIS IN BAY ST. LOUIS, TO CONCRETE BRIDGE OVER PHILLIPS
 BH3076'BAYOU AND MARK IN TOP OF THE CURVED CONCRETE BASE FOR SOUTH CONCRETE
 BH3076'BANNISTER AT THE WEST END OF BRIDGE FOR THE WEST BOUND LANES OF
 BH3076'HIGHWAY 90, 17.0 FT (5.2 M) SOUTH OF THE CENTER OF THE WEST BOUND
 BH3076'LANES OF HIGHWAY.
 BH3076
 BH3076                          STATION RECOVERY (1993)
 BH3076
 BH3076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH3076'6.8 KM (4.20 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH3076'STATE HIGHWAY 43 IN WAVELAND, NEAR THE WEST END OF THE CONCRETE CURB
 BH3076'ALONG THE SOUTH SIDE OF THE WESTBOUND HIGHWAY BRIDGE SPANNING PHILLIP
 BH3076'BAYOU, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES
 BH3076'OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0882 ***********************************************************************
 BH0882  DESIGNATION -  G 191
 BH0882  PID         -  BH0882
 BH0882  STATE/COUNTY-  MS/HARRISON
 BH0882  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0882
 BH0882                         *CURRENT SURVEY CONTROL
 BH0882  ___________________________________________________________________
 BH0882* NAD 83(1986)-  30 22 01.     (N)    089 06 07.     (W)     SCALED    
 BH0882* NAVD 88     -         7.112  (meters)      23.33   (feet)  ADJUSTED  
 BH0882  ___________________________________________________________________
 BH0882  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BH0882  DYNAMIC HT  -           7.102 (meters)      23.30  (feet)  COMP
 BH0882  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BH0882
 BH0882  VERT ORDER  -  FIRST     CLASS I
 BH0882
 BH0882.The horizontal coordinates were scaled from a topographic map and have
 BH0882.an estimated accuracy of +/- 6 seconds.
 BH0882
 BH0882.The orthometric height was determined by differential leveling
 BH0882.and adjusted in June 1991.
 BH0882
 BH0882.The geoid height was determined by GEOID03.
 BH0882
 BH0882.The dynamic height is computed by dividing the NAVD 88
 BH0882.geopotential number by the normal gravity value computed on the
 BH0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0882.degrees latitude (g = 980.6199 gals.).
 BH0882
 BH0882.The modeled gravity was interpolated from observed gravity values.
 BH0882
 BH0882;                    North         East    Units  Estimated Accuracy
 BH0882;SPC MS E     -    96,130.      274,180.      MT  (+/- 180 meters Scaled)
 BH0882
 BH0882                          SUPERSEDED SURVEY CONTROL
 BH0882
 BH0882  NGVD 29 (??/??/??)    7.072  (m)           23.20   (f) ADJUSTED    1 1
 BH0882
 BH0882.Superseded values are not recommended for survey control.
 BH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0882.See file dsdata.txt to determine how the superseded data were derived.
 BH0882
 BH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU980613(NAD 83)
 BH0882_MARKER: DB = BENCH MARK DISK
 BH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0882_STAMPING: G 191 1955
 BH0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0882+STABILITY: SURFACE MOTION
 BH0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0882+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0882
 BH0882  HISTORY     - Date     Condition        Report By
 BH0882  HISTORY     - 1955     MONUMENTED       CGS
 BH0882  HISTORY     - 1968     GOOD             CGS
 BH0882  HISTORY     - 1976     GOOD             NGS
 BH0882  HISTORY     - 19880819 GOOD             USPSQD
 BH0882  HISTORY     - 20050803 GOOD             NGS
 BH0882
 BH0882                          STATION DESCRIPTION
 BH0882
 BH0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0882'0.4 MI W FROM GULFPORT.
 BH0882'ABOUT 0.4 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0882'THE UNION STATION AT GULFPORT, 0.15 MILE EAST OF MILEPOST 740, NEAR
 BH0882'THE CROSSING OF 33RD AVENUE, 169 FEET SOUTHWEST OF THE CENTER OF THE
 BH0882'CROSSING, 117 FEET WEST OF THE WEST CURB OF 33RD AVENUE, 46 FEET SOUTH
 BH0882'OF THE SOUTH RAIL, 31.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BH0882'RESIDENCE AT 1223 33RD AVE, 1.5 FEET NORTH OF A FENCE LINE, 2 FEET
 BH0882'EAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND
 BH0882'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 BH0882'OF THE GROUND.  SEC 9, T 8S, R 11W.
 BH0882
 BH0882                          STATION RECOVERY (1976)
 BH0882
 BH0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0882'RECOVERED IN GOOD CONDITION.
 BH0882
 BH0882                          STATION RECOVERY (1988)
 BH0882
 BH0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0882'RECOVERED IN GOOD CONDITION.
 BH0882
 BH0882                          STATION RECOVERY (2005)
 BH0882
 BH0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0882'MARK IS 1 FT SO. OF FENCE AND WEST MOST GATE POST AND MECHANICALLY
 BH0882'OPERATED GATE.  ENTRY PROHIBITED W/O ADVANCE PERMISSION FROM PROPERTY
 BH0882'OWNER.  CALL MS. TERRELL AT 228-868-1244.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0376 ***********************************************************************
 BH0376  DESIGNATION -  G 192
 BH0376  PID         -  BH0376
 BH0376  STATE/COUNTY-  MS/JACKSON
 BH0376  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0376
 BH0376                         *CURRENT SURVEY CONTROL
 BH0376  ___________________________________________________________________
 BH0376* NAD 83(1986)-  30 27 02.     (N)    088 51 51.     (W)     SCALED    
 BH0376* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 BH0376  ___________________________________________________________________
 BH0376  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0376
 BH0376.The horizontal coordinates were scaled from a topographic map and have
 BH0376.an estimated accuracy of +/- 6 seconds.
 BH0376
 BH0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0376.The vertical order pertains to the NGVD 29 superseded value.
 BH0376
 BH0376.The geoid height was determined by GEOID03.
 BH0376
 BH0376;                    North         East    Units  Estimated Accuracy
 BH0376;SPC MS E     -   105,370.      297,040.      MT  (+/- 180 meters Scaled)
 BH0376
 BH0376                          SUPERSEDED SURVEY CONTROL
 BH0376
 BH0376  NGVD 29 (??/??/??)   12.424  (m)           40.76   (f) ADJUSTED    1 2
 BH0376
 BH0376.Superseded values are not recommended for survey control.
 BH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0376.See file dsdata.txt to determine how the superseded data were derived.
 BH0376
 BH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU210701(NAD 83)
 BH0376_MARKER: DB = BENCH MARK DISK
 BH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0376_STAMPING: G 192 1955
 BH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0376+STABILITY: SURFACE MOTION
 BH0376
 BH0376  HISTORY     - Date     Condition        Report By
 BH0376  HISTORY     - 1955     MONUMENTED       CGS
 BH0376  HISTORY     - 1968     GOOD             CGS
 BH0376  HISTORY     - 1971     GOOD             NGS
 BH0376
 BH0376                          STATION DESCRIPTION
 BH0376
 BH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0376'4.15 MI NW FROM OCEAN SPRINGS.
 BH0376'ABOUT 3.6 MILES NORTHWEST ALONG OLD U. S. HIGHWAY 90 FROM THE
 BH0376'LOUISVILLE AND NASHVILLE RAILROAD STATION AT OCEAN SPRINGS, THENCE 0.5
 BH0376'MILE NORTH ALONG MC CANN ROAD, THENCE 0.05 MILE EAST ALONG RIDGE ROAD,
 BH0376'AT THE NOW ABANDONED ARTS AIRPORT (FORMERLY THE ROGERS AIRPORT), 272
 BH0376'FEET SOUTHEAST OF AND ACROSS A SAND TRACK ROAD FROM BENCH MARK F 192,
 BH0376'139 FEET EAST OF THE CENTER LINE OF A SAND TRAIL LEADING NORTH, 28.5
 BH0376'FEET NORTH OF THE CENTER LINE OF RIDGE ROAD, 49 1/2 FEET NORTHWEST OF
 BH0376'AND ACROSS RIDGE ROAD FROM A POWER LINE POLE, 1 FOOT WEST OF A METAL
 BH0376'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 BH0376'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. SEC
 BH0376'11, T 7S, R 9 W.
 BH0376
 BH0376                          STATION RECOVERY (1971)
 BH0376
 BH0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0019 ***********************************************************************
 EH0019  DESIGNATION -  G 193
 EH0019  PID         -  EH0019
 EH0019  STATE/COUNTY-  MS/DE SOTO
 EH0019  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0019
 EH0019                         *CURRENT SURVEY CONTROL
 EH0019  ___________________________________________________________________
 EH0019* NAD 83(1986)-  34 53 23.     (N)    090 13 03.     (W)     SCALED    
 EH0019* NAVD 88     -        61.985  (meters)     203.36   (feet)  ADJUSTED  
 EH0019  ___________________________________________________________________
 EH0019  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH0019  DYNAMIC HT  -          61.927 (meters)     203.17  (feet)  COMP
 EH0019  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 EH0019
 EH0019  VERT ORDER  -  FIRST     CLASS I
 EH0019
 EH0019.The horizontal coordinates were scaled from a topographic map and have
 EH0019.an estimated accuracy of +/- 6 seconds.
 EH0019
 EH0019.The orthometric height was determined by differential leveling
 EH0019.and adjusted in June 1991.
 EH0019
 EH0019.The geoid height was determined by GEOID03.
 EH0019
 EH0019.The dynamic height is computed by dividing the NAVD 88
 EH0019.geopotential number by the normal gravity value computed on the
 EH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0019.degrees latitude (g = 980.6199 gals.).
 EH0019
 EH0019.The modeled gravity was interpolated from observed gravity values.
 EH0019
 EH0019;                    North         East    Units  Estimated Accuracy
 EH0019;SPC MS W     -   597,650.      710,590.      MT  (+/- 180 meters Scaled)
 EH0019
 EH0019                          SUPERSEDED SURVEY CONTROL
 EH0019
 EH0019  NGVD 29 (??/??/??)   61.995  (m)          203.40   (f) ADJUSTED    1 1
 EH0019
 EH0019.Superseded values are not recommended for survey control.
 EH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0019.See file dsdata.txt to determine how the superseded data were derived.
 EH0019
 EH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU542643(NAD 83)
 EH0019_MARKER: DB = BENCH MARK DISK
 EH0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0019_SP_SET: CONCRETE POST
 EH0019_STAMPING: G 193 1956
 EH0019_MARK LOGO: CGS   
 EH0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0019+STABILITY: SURFACE MOTION
 EH0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0019+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 EH0019
 EH0019  HISTORY     - Date     Condition        Report By
 EH0019  HISTORY     - 1956     MONUMENTED       CGS
 EH0019  HISTORY     - 1974     GOOD             NGS
 EH0019  HISTORY     - 19911112 GOOD             NGS
 EH0019  HISTORY     - 20000606 MARK NOT FOUND   NGS
 EH0019
 EH0019                          STATION DESCRIPTION
 EH0019
 EH0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0019'6.5 MI SW FROM WALLS.
 EH0019'ABOUT 6.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0019'AT WALLS, THENCE 0.4 MILE NORTH ALONG ILLINOIS CENTRAL RAILROAD, 45
 EH0019'FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING WITH A FIELD ROAD,
 EH0019'51 FEET WEST-SOUTHWEST OF A POWER POLE BRACED BY 3 GUY WIRES, 23 FEET
 EH0019'EAST OF THE EAST RAIL, 36 FEET SOUTH OF THE CENTER LINE OF THE FIELD
 EH0019'ROAD, 2 FEET EAST OF THE MOST EASTERLY ONE OF 4 VERTICAL RAILS, 1.8
 EH0019'FEET NORTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW LEVEL OF THE
 EH0019'RAILS AND IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.  NOTE--
 EH0019'THIS MARK IS ALSO 1 MILE SOUTH ALONG RAILROAD FROM THE POST OFFICE AND
 EH0019'ROBERTSON STORE AT LAKE CORMORANT.  1/4,SEC 25 ,T 2S ,R 10W.
 EH0019
 EH0019                          STATION RECOVERY (1991)
 EH0019
 EH0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0019'10.0 KM (6.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0019'IN WALLS, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG THE ILLINOIS
 EH0019'CENTRAL RAILROAD, 16.1 M (52.8 FT) WEST-SOUTHWEST OF A UTILITY POLE,
 EH0019'10.7 M (35.1 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 7.1 M (23.3 FT)
 EH0019'EAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 EH0019'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 EH0019'WITH THE GROUND SURFACE.
 EH0019
 EH0019                          STATION RECOVERY (2000)
 EH0019
 EH0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH0019'SITE INACCESSIBLE DUE TO LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0154 ***********************************************************************
 EH0154  DESIGNATION -  G 194
 EH0154  PID         -  EH0154
 EH0154  STATE/COUNTY-  MS/TUNICA
 EH0154  USGS QUAD   -  HOLLYWOOD (1982)
 EH0154
 EH0154                         *CURRENT SURVEY CONTROL
 EH0154  ___________________________________________________________________
 EH0154* NAD 83(1986)-  34 37 57.     (N)    090 19 20.     (W)     SCALED    
 EH0154* NAVD 88     -        55.433  (meters)     181.87   (feet)  ADJUSTED  
 EH0154  ___________________________________________________________________
 EH0154  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0154  DYNAMIC HT  -          55.380 (meters)     181.69  (feet)  COMP
 EH0154  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 EH0154
 EH0154  VERT ORDER  -  FIRST     CLASS II
 EH0154
 EH0154.The horizontal coordinates were scaled from a topographic map and have
 EH0154.an estimated accuracy of +/- 6 seconds.
 EH0154
 EH0154.The orthometric height was determined by differential leveling
 EH0154.and adjusted in June 1991.
 EH0154
 EH0154.The geoid height was determined by GEOID03.
 EH0154
 EH0154.The dynamic height is computed by dividing the NAVD 88
 EH0154.geopotential number by the normal gravity value computed on the
 EH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0154.degrees latitude (g = 980.6199 gals.).
 EH0154
 EH0154.The modeled gravity was interpolated from observed gravity values.
 EH0154
 EH0154;                    North         East    Units  Estimated Accuracy
 EH0154;SPC MS W     -   569,110.      701,020.      MT  (+/- 180 meters Scaled)
 EH0154
 EH0154                          SUPERSEDED SURVEY CONTROL
 EH0154
 EH0154  NGVD 29 (??/??/??)   55.463  (m)          181.96   (f) ADJUSTED    1 2
 EH0154
 EH0154.Superseded values are not recommended for survey control.
 EH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0154.See file dsdata.txt to determine how the superseded data were derived.
 EH0154
 EH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU454355(NAD 83)
 EH0154_MARKER: DB = BENCH MARK DISK
 EH0154_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0154_SP_SET: 50 FT.
 EH0154_STAMPING: G 194 1956
 EH0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0154+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 EH0154
 EH0154  HISTORY     - Date     Condition        Report By
 EH0154  HISTORY     - 1956     MONUMENTED       CGS
 EH0154  HISTORY     - 1974     GOOD             NGS
 EH0154  HISTORY     - 20030528 GOOD             USACE
 EH0154  HISTORY     - 20080515 GOOD             MSDOT
 EH0154
 EH0154                          STATION DESCRIPTION
 EH0154
 EH0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0154'3.65 MI E FROM EVANSVILLE.
 EH0154'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION WITH
 EH0154'U.S. HIGHWAY 61 AT EVANSVILLE, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 EH0154'THE HIGHWAY, 0.75 MILE NORTHWEST OF A 150 FOOT LONG CONCRETE HIGHWAY
 EH0154'BRIDGE OVER WHITE OAK BAYOU, 0.2 MILE NORTHWEST OF AN OLD FRAME HOUSE,
 EH0154'0.2 MILE EAST OF A LARGE WHITE HOUSE IN A GROVE OF TREES AND ON THE
 EH0154'OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 13 FEET NORTHWEST OF THE
 EH0154'CENTER OF A RAMP LIKE APPROACH TO A FIELD (NOT A ROAD), 0.6 FOOT
 EH0154'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE ROAD AND
 EH0154'ON TOP OF A COPPER COATED STEEL ROD, 2-INCH ABOVE LEVEL OF THE GROUND
 EH0154'AND PROTECTED IN A 4-INCH IRON PIPE PROJECTING 4-INCHES. THE ROD WAS
 EH0154'DRIVEN TO A DEPTH OF 50 FEET.  1/4, SEC 23, T 5S, R 11W.
 EH0154
 EH0154                          STATION RECOVERY (2003)
 EH0154
 EH0154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0154'MARK IS LOCATED 11.1 FEET NORTHEAST OF POWER POLE 19 WITH 2 GUY WIRES
 EH0154'AND A CARSONITE WITNESS POST.
 EH0154' 
 EH0154'DGPS POSTITION
 EH0154'34 DEGREES 37 MINUTES 42 SECONDS
 EH0154'90 DEGREES 19 MINUTES 34 SECONDS
 EH0154
 EH0154                          STATION RECOVERY (2008)
 EH0154
 EH0154'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0249 ***********************************************************************
 EH0249  DESIGNATION -  G 195
 EH0249  PID         -  EH0249
 EH0249  STATE/COUNTY-  MS/QUITMAN
 EH0249  USGS QUAD   -  FALCON (1969)
 EH0249
 EH0249                         *CURRENT SURVEY CONTROL
 EH0249  ___________________________________________________________________
 EH0249* NAD 83(2007)-  34 23 14.14196(N)    090 15 46.66676(W)     ADJUSTED  
 EH0249* NAVD 88     -        50.323  (meters)     165.10   (feet)  ADJUSTED  
 EH0249  ___________________________________________________________________
 EH0249  EPOCH DATE  -        2002.00
 EH0249  X           -     -24,182.984 (meters)                     COMP
 EH0249  Y           -  -5,269,080.701 (meters)                     COMP
 EH0249  Z           -   3,581,991.692 (meters)                     COMP
 EH0249  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EH0249  ELLIP HEIGHT-          23.600 (meters)          (02/15/08) ADJUSTED
 EH0249  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EH0249  DYNAMIC HT  -          50.275 (meters)     164.94  (feet)  COMP
 EH0249  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EH0249
 EH0249  HORZ ORDER  -  FIRST
 EH0249  VERT ORDER  -  FIRST     CLASS II
 EH0249  ELLP ORDER  -  FOURTH    CLASS II
 EH0249
 EH0249.The horizontal coordinates were established by GPS observations
 EH0249.and adjusted by the EMC INCORPORATED in February 2008.
 EH0249
 EH0249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0249.The horizontal coordinates are valid at the epoch date displayed above.
 EH0249.The epoch date for horizontal control is a decimal equivalence
 EH0249.of Year/Month/Day.
 EH0249
 EH0249.The orthometric height was determined by differential leveling
 EH0249.and adjusted in June 1991.
 EH0249
 EH0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0249
 EH0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0249
 EH0249.The ellipsoidal height was determined by GPS observations
 EH0249.and is referenced to NAD 83.
 EH0249
 EH0249.The geoid height was determined by GEOID03.
 EH0249
 EH0249.The dynamic height is computed by dividing the NAVD 88
 EH0249.geopotential number by the normal gravity value computed on the
 EH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0249.degrees latitude (g = 980.6199 gals.).
 EH0249
 EH0249.The modeled gravity was interpolated from observed gravity values.
 EH0249
 EH0249;                    North         East     Units Scale Factor Converg.
 EH0249;SPC MS W     -   541,904.658   706,471.176   MT  0.99995052   +0 02 23.1
 EH0249;SPC MS W     - 1,777,898.87  2,317,814.18   sFT  0.99995052   +0 02 23.1
 EH0249;UTM  15      - 3,808,492.308   751,641.571   MT  1.00038061   +1 32 47.9
 EH0249
 EH0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0249!SPC MS W     -   0.99999630  x   0.99995052  =   0.99994682
 EH0249!UTM  15      -   0.99999630  x   1.00038061  =   1.00037690
 EH0249
 EH0249                          SUPERSEDED SURVEY CONTROL
 EH0249
 EH0249  NAVD 88 (02/15/08)   50.32   (m)          165.1    (f) LEVELING    3  
 EH0249  NGVD 29 (??/??/??)   50.356  (m)          165.21   (f) ADJUSTED    1 2
 EH0249
 EH0249.Superseded values are not recommended for survey control.
 EH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0249.See file dsdata.txt to determine how the superseded data were derived.
 EH0249
 EH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5164208492(NAD 83)
 EH0249_MARKER: DB = BENCH MARK DISK
 EH0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0249_SP_SET: SET IN A LIGHT STRUCTURE
 EH0249_STAMPING: G 195 1956
 EH0249_MARK LOGO: NONE  
 EH0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0249+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2007
 EH0249
 EH0249  HISTORY     - Date     Condition        Report By
 EH0249  HISTORY     - 1956     MONUMENTED       CGS
 EH0249  HISTORY     - 1977     GOOD             MSHD
 EH0249  HISTORY     - 20030717 GOOD             USACE
 EH0249  HISTORY     - 20070215 GOOD             EMCINC
 EH0249
 EH0249                          STATION DESCRIPTION
 EH0249
 EH0249'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0249'2.25 MI NE FROM DARLING.
 EH0249'THE MARK IS LOCATED 4 MILES SOUTHWEST OF SLEDGE, 2.25 MILESNORTHEAST
 EH0249'OF DARLING, 0.65 MILE SOUTHWEST OF FALCON IN THE NORTHWEST 1/4 OF
 EH0249'SECTION 16, T 8S, R 10W.  IT IS 92 FEET SOUTH OF A POWER POLE WITH
 EH0249'A GUY WIRE ANCHORED TO ANOTHER POLE, 25 FEET NORTH-NORTHWEST OF THE
 EH0249'CENTER OF CROSSROAD, 18 FEET NORTHWEST OF THE CENTER OF HIGHWAY 3,
 EH0249'1.5 FEET SOUTHWEST OF A METAL  WITNESS POST SET IN A DRILL HOLE 0.8
 EH0249'FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A
 EH0249'7 X 2 FOOT CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL
 EH0249'OF THE HIGHWAY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 315
 EH0249'AND STATE HIGHWAY 3 AT THE NORTH EDGE OF SLEDGE GO SOUTHWEST ON STATE
 EH0249'HIGHWAY 3 FOR 4.4 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 EH0249
 EH0249                          STATION RECOVERY (2003)
 EH0249
 EH0249'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0249'RECOVERED IN GOOD CONDITION.
 EH0249
 EH0249                          STATION RECOVERY (2007)
 EH0249
 EH0249'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0155 ***********************************************************************
 EH0155  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0155  DESIGNATION -  G 196
 EH0155  PID         -  EH0155
 EH0155  STATE/COUNTY-  MS/TUNICA
 EH0155  USGS QUAD   -  HOLLYWOOD (1982)
 EH0155
 EH0155                         *CURRENT SURVEY CONTROL
 EH0155  ___________________________________________________________________
 EH0155* NAD 83(2007)-  34 38 17.33524(N)    090 20 26.39625(W)     ADJUSTED  
 EH0155* NAVD 88     -        56.45   (meters)     185.2    (feet)  GPS OBS   
 EH0155  ___________________________________________________________________
 EH0155  EPOCH DATE  -        2002.00
 EH0155  X           -     -31,234.984 (meters)                     COMP
 EH0155  Y           -  -5,253,279.208 (meters)                     COMP
 EH0155  Z           -   3,604,928.122 (meters)                     COMP
 EH0155  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 EH0155  ELLIP HEIGHT-          29.476 (meters)          (02/15/08) ADJUSTED
 EH0155  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0155  HORZ ORDER  -  B
 EH0155  ELLP ORDER  -  FOURTH    CLASS II
 EH0155
 EH0155.The horizontal coordinates were established by GPS observations
 EH0155.and adjusted by the EMC INCORPORATED in February 2008.
 EH0155
 EH0155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0155.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0155.The horizontal coordinates are valid at the epoch date displayed above.
 EH0155.The epoch date for horizontal control is a decimal equivalence
 EH0155.of Year/Month/Day.
 EH0155
 EH0155.The orthometric height was determined by GPS observations and a
 EH0155.high-resolution geoid model.
 EH0155.The orthometric height was determined by GPS observations and a
 EH0155.high-resolution geoid model using precise GPS observation and
 EH0155.processing techniques. It supersedes the leveled height previously
 EH0155.determined for this station.
 EH0155
 EH0155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0155
 EH0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0155
 EH0155.The ellipsoidal height was determined by GPS observations
 EH0155.and is referenced to NAD 83.
 EH0155
 EH0155.The geoid height was determined by GEOID03.
 EH0155
 EH0155;                    North         East     Units Scale Factor Converg.
 EH0155;SPC MS W     -   569,732.365   699,327.749   MT  0.99995001   -0 00 15.0
 EH0155;SPC MS W     - 1,869,196.93  2,294,377.79   sFT  0.99995001   -0 00 15.0
 EH0155;UTM  15      - 3,836,133.107   743,763.315   MT  1.00033245   +1 30 44.2
 EH0155
 EH0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0155!SPC MS W     -   0.99999537  x   0.99995001  =   0.99994538
 EH0155!UTM  15      -   0.99999537  x   1.00033245  =   1.00032782
 EH0155
 EH0155                          SUPERSEDED SURVEY CONTROL
 EH0155
 EH0155  NAVD 88 (06/15/91)   56.509  (m)          185.40   (f) ADJUSTED    1 2
 EH0155  NGVD 29 (??/??/??)   56.540  (m)          185.50   (f) ADJUSTED    1 2
 EH0155
 EH0155.Superseded values are not recommended for survey control.
 EH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0155.See file dsdata.txt to determine how the superseded data were derived.
 EH0155
 EH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4376336133(NAD 83)
 EH0155_MARKER: DB = BENCH MARK DISK
 EH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0155_STAMPING: G 196 1956
 EH0155_MARK LOGO: NONE  
 EH0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0155+STABILITY: SURFACE MOTION
 EH0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0155+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 EH0155
 EH0155  HISTORY     - Date     Condition        Report By
 EH0155  HISTORY     - 1956     MONUMENTED       CGS
 EH0155  HISTORY     - 1974     GOOD             NGS
 EH0155  HISTORY     - 20030528 MARK NOT FOUND   USACE
 EH0155  HISTORY     - 20070126 MARK NOT FOUND   EMCINC
 EH0155  HISTORY     - 20080515 GOOD             MSDOT
 EH0155
 EH0155                          STATION DESCRIPTION
 EH0155
 EH0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0155'2.55 MI E FROM EVANSVILLE.
 EH0155'ABOUT 2.55 MILES EAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION WITH
 EH0155'U.S. HIGHWAY 61 AT EVANSVILLE, 54 FEET SOUTHWEST OF THE CENTER LINE OF
 EH0155'STATE HIGHWAY 4, 34 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD
 EH0155'LEADING SOUTH, 3.8 FEET NORTHWEST OF THE MOST NORTHEASTERLY ONE OF
 EH0155'TWIN POWER POLES, 1.4 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW
 EH0155'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 EH0155'2-INCHES.  1/4, SEC 22, T 5S, R 11W.
 EH0155
 EH0155                          STATION RECOVERY (2003)
 EH0155
 EH0155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0155'MARK NOT FOUND.
 EH0155
 EH0155                          STATION RECOVERY (2007)
 EH0155
 EH0155'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0155'MARK NOT FOUND.
 EH0155
 EH0155                          STATION RECOVERY (2008)
 EH0155
 EH0155'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0155'THE GRAVEL ROAD MENTIONED IN THE DESCRIPTION IS NOW PAVED AND THE
 EH0155'POWER POLES HAVE BEEN REMOVED. THERE IS NOW A LARGE HIGH VOLTAGE METAL
 EH0155'POWER POLE 20 FEET WEST OF THE MARK WITH A 3 WIRE HIGH VOLTAGE POWER
 EH0155'LINE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0641 ***********************************************************************
 DK0641  DESIGNATION -  G 197
 DK0641  PID         -  DK0641
 DK0641  STATE/COUNTY-  MS/BOLIVAR
 DK0641  USGS QUAD   -  CLEVELAND (1966)
 DK0641
 DK0641                         *CURRENT SURVEY CONTROL
 DK0641  ___________________________________________________________________
 DK0641* NAD 83(1986)-  33 42 15.     (N)    090 43 33.     (W)     SCALED    
 DK0641* NAVD 88     -        42.936  (meters)     140.87   (feet)  ADJUSTED  
 DK0641  ___________________________________________________________________
 DK0641  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0641  DYNAMIC HT  -          42.892 (meters)     140.72  (feet)  COMP
 DK0641  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 DK0641
 DK0641  VERT ORDER  -  SECOND    CLASS 0
 DK0641
 DK0641.The horizontal coordinates were scaled from a topographic map and have
 DK0641.an estimated accuracy of +/- 6 seconds.
 DK0641
 DK0641.The orthometric height was determined by differential leveling
 DK0641.and adjusted in June 1991.
 DK0641.WARNING-Repeat measurements at this control monument indicate possible
 DK0641.vertical movement.
 DK0641
 DK0641.The geoid height was determined by GEOID03.
 DK0641
 DK0641.The dynamic height is computed by dividing the NAVD 88
 DK0641.geopotential number by the normal gravity value computed on the
 DK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0641.degrees latitude (g = 980.6199 gals.).
 DK0641
 DK0641.The modeled gravity was interpolated from observed gravity values.
 DK0641
 DK0641;                    North         East    Units  Estimated Accuracy
 DK0641;SPC MS W     -   466,200.      663,620.      MT  (+/- 180 meters Scaled)
 DK0641
 DK0641                          SUPERSEDED SURVEY CONTROL
 DK0641
 DK0641  NGVD 29 (??/??/??)   43.055  (m)          141.26   (f) ADJUSTED    2 0
 DK0641
 DK0641.Superseded values are not recommended for survey control.
 DK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0641.See file dsdata.txt to determine how the superseded data were derived.
 DK0641
 DK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT107316(NAD 83)
 DK0641_MARKER: DB = BENCH MARK DISK
 DK0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0641_SP_SET: TANK BASE
 DK0641_STAMPING: G 197 1957
 DK0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0641
 DK0641  HISTORY     - Date     Condition        Report By
 DK0641  HISTORY     - 1957     MONUMENTED       CGS
 DK0641  HISTORY     - 1972     GOOD             MSHD
 DK0641
 DK0641                          STATION DESCRIPTION
 DK0641
 DK0641'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0641'IN BOYLE.
 DK0641'THE MARK IS LOCATED IN THE SOUTH CORNER OF THE CONCRETE FOOTING OF THE
 DK0641'SOUTHWEST LEG OF THE BOYLE MUNICIPAL WATER TANK ABOUT 100 FEET
 DK0641'NORTHEAST OF THE POST OFFICE IN BOYLE.  IT IS 144 FEET NORTH OF THE
 DK0641'CENTER OF THE NORTH LANE OF HIGHWAY 446, 202 FEET EAST OF THE EAST
 DK0641'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 164 FEET EAST OF THE
 DK0641'CENTER OF A BLACK TOP STREET, 125 FEET NORTHWEST OF THE SOUTHWEST
 DK0641'CORNER OF HOWORTHS ANTIQUE SHOP, 77 FEET EAST OF THE PROJECTED PLANE
 DK0641'OF THE EAST WALL OF THE POST OFFICE IN BOYLE SET IN A DRILL HOLE IN
 DK0641'THE SOUTH CORNER OF THE BASE OF THE SOUTHWEST LEG OF THE MUNICIPAL
 DK0641'WATER TANK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  TO
 DK0641'REACH FROM THE JUNCTION OF STATE HIGHWAY 446 AND U.S. HIGHWAY 61 AT
 DK0641'THE EAST EDGE OF BOYLE GO WEST ON STATE HIGHWAY 446 FOR 0.35 MILES TO
 DK0641'THE TANK AND THE MARK ON THE RIGHT JUST BEFORE REACHING THE RAILROAD
 DK0641'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0745 ***********************************************************************
 DK0745  DESIGNATION -  G 198
 DK0745  PID         -  DK0745
 DK0745  STATE/COUNTY-  MS/SUNFLOWER
 DK0745  USGS QUAD   -  CLEVELAND (1966)
 DK0745
 DK0745                         *CURRENT SURVEY CONTROL
 DK0745  ___________________________________________________________________
 DK0745* NAD 83(1986)-  33 43 59.     (N)    090 38 19.     (W)     SCALED    
 DK0745* NAVD 88     -        41.829  (meters)     137.23   (feet)  ADJUSTED  
 DK0745  ___________________________________________________________________
 DK0745  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0745  DYNAMIC HT  -          41.787 (meters)     137.10  (feet)  COMP
 DK0745  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 DK0745
 DK0745  VERT ORDER  -  SECOND    CLASS 0
 DK0745
 DK0745.The horizontal coordinates were scaled from a topographic map and have
 DK0745.an estimated accuracy of +/- 6 seconds.
 DK0745
 DK0745.The orthometric height was determined by differential leveling
 DK0745.and adjusted in June 1991.
 DK0745
 DK0745.The geoid height was determined by GEOID03.
 DK0745
 DK0745.The dynamic height is computed by dividing the NAVD 88
 DK0745.geopotential number by the normal gravity value computed on the
 DK0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0745.degrees latitude (g = 980.6199 gals.).
 DK0745
 DK0745.The modeled gravity was interpolated from observed gravity values.
 DK0745
 DK0745;                    North         East    Units  Estimated Accuracy
 DK0745;SPC MS W     -   469,380.      671,710.      MT  (+/- 180 meters Scaled)
 DK0745
 DK0745                          SUPERSEDED SURVEY CONTROL
 DK0745
 DK0745  NGVD 29 (??/??/??)   41.937  (m)          137.59   (f) ADJUSTED    2 0
 DK0745
 DK0745.Superseded values are not recommended for survey control.
 DK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0745.See file dsdata.txt to determine how the superseded data were derived.
 DK0745
 DK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT187350(NAD 83)
 DK0745_MARKER: DB = BENCH MARK DISK
 DK0745_SETTING: 0 = UNSPECIFIED SETTING
 DK0745_STAMPING: G 198 1957
 DK0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0745+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2000
 DK0745
 DK0745  HISTORY     - Date     Condition        Report By
 DK0745  HISTORY     - 1957     MONUMENTED       CGS
 DK0745  HISTORY     - 1967     GOOD             MSHD
 DK0745  HISTORY     - 20000423 GOOD             MSHD
 DK0745  HISTORY     - 20040312 GOOD             MSU
 DK0745
 DK0745                          STATION DESCRIPTION
 DK0745
 DK0745'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0745'4.6 MI E FROM CLEVELAND.
 DK0745'THE MARK IS LOCATED APPROXIMATELY 4.6 MILES EAST OF THE INTERSECTION
 DK0745'OF MISSISSIPPI HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND, 5.5 MILES
 DK0745'WEST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 8 AND U.S. HIGHWAY 49W
 DK0745'IN RULEVILLE, 0.3 MILE EAST OF THE HALFWAY GROCERY STORE AND IS IN THE
 DK0745'SOUTHWEST 1/4 OF SECTION 32, 1 22N, R 4W.  IT IS 49 FEET SOUTH OF THE
 DK0745'CENTER OF HIGHWAY 8, 4 FEET EAST OF A POWER POLE, 59.5 FEET NORTH OF
 DK0745'THE NORTHWEST CORNER OF THE BRICK HOUSE, 26 FEET WEST OF AN 18 INCH
 DK0745'CATALPA, 46 FEET WEST OF THE CENTER OF THE DRIVEWAY, 3 FEET NORTH OF A
 DK0745'HEDGE AND 1 FOOT EAST OF A METAL WITNESS POST.  TO REACH FROM THE EAST
 DK0745'BOLIVAR COUNTY HOSPITAL ON THE EAST SIDE OF CLEVELAND GO EAST ON
 DK0745'MISSISSIPPI HIGHWAY 8 FOR 3.95 MILES TO A STORE AND A SIDE ROAD RIGHT.
 DK0745'CONTINUE EAST ON MISSISSIPPI HIGHWAY 8 FOR 0.3 MILE TO A NEW BRICK
 DK0745'HOUSE AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0745
 DK0745                          STATION RECOVERY (2000)
 DK0745
 DK0745'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK0745'RECOVERED IN GOOD CONDITION.
 DK0745
 DK0745                          STATION RECOVERY (2004)
 DK0745
 DK0745'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2004 (BWP)
 DK0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0687 ***********************************************************************
 DK0687  DESIGNATION -  G 199
 DK0687  PID         -  DK0687
 DK0687  STATE/COUNTY-  MS/BOLIVAR
 DK0687  USGS QUAD   -  MERIGOLD (1966)
 DK0687
 DK0687                         *CURRENT SURVEY CONTROL
 DK0687  ___________________________________________________________________
 DK0687* NAD 83(1986)-  33 51 02.     (N)    090 43 29.     (W)     SCALED    
 DK0687* NAVD 88     -        43.006  (meters)     141.10   (feet)  ADJUSTED  
 DK0687  ___________________________________________________________________
 DK0687  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0687  DYNAMIC HT  -          42.963 (meters)     140.95  (feet)  COMP
 DK0687  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 DK0687
 DK0687  VERT ORDER  -  SECOND    CLASS 0
 DK0687
 DK0687.The horizontal coordinates were scaled from a topographic map and have
 DK0687.an estimated accuracy of +/- 6 seconds.
 DK0687
 DK0687.The orthometric height was determined by differential leveling
 DK0687.and adjusted in June 1991.
 DK0687
 DK0687.The geoid height was determined by GEOID03.
 DK0687
 DK0687.The dynamic height is computed by dividing the NAVD 88
 DK0687.geopotential number by the normal gravity value computed on the
 DK0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0687.degrees latitude (g = 980.6199 gals.).
 DK0687
 DK0687.The modeled gravity was interpolated from observed gravity values.
 DK0687
 DK0687;                    North         East    Units  Estimated Accuracy
 DK0687;SPC MS W     -   482,440.      663,780.      MT  (+/- 180 meters Scaled)
 DK0687
 DK0687                          SUPERSEDED SURVEY CONTROL
 DK0687
 DK0687  NGVD 29 (??/??/??)   43.108  (m)          141.43   (f) ADJUSTED    2 0
 DK0687
 DK0687.Superseded values are not recommended for survey control.
 DK0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0687.See file dsdata.txt to determine how the superseded data were derived.
 DK0687
 DK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT105479(NAD 83)
 DK0687_MARKER: DS = TRIANGULATION STATION DISK
 DK0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0687_STAMPING: G 199 1957
 DK0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0687+STABILITY: SURFACE MOTION
 DK0687
 DK0687  HISTORY     - Date     Condition        Report By
 DK0687  HISTORY     - 1957     MONUMENTED       CGS
 DK0687  HISTORY     - 1972     GOOD             MSHD
 DK0687
 DK0687                          STATION DESCRIPTION
 DK0687
 DK0687'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0687'0.9 MI N FROM MERIGOLD.
 DK0687'THE MARK IS LOCATED 0.9 MILES NORTH OF MERIGOLD IN THE NORTHEAST ANGLE
 DK0687'OF A CROSSROAD, 0.25 MILES NORTH OF THE OFFICES AT THE MERIGOLD
 DK0687'AIRPORT, 2 MILES SOUTH OF MOUNT BAYOU IN THE SOUTHWEST CORNER OF
 DK0687'SECTION 9, T 23N, R 5W.  IT IS 77 FEET EAST OF THE CENTER OF HIGHWAY
 DK0687'61, 27 FEET NORTH OF THE CENTER OF HIGHWAY 61, 169 FEET NORTHEAST OF A
 DK0687'POWER POLE WITH A TRANSFORMER, 1 FOOT SOUTH OF A FENCE CORNER, 1 FOOT
 DK0687'NORTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CYLINDER
 DK0687'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. TO
 DK0687'REACH FROM THE U.S. POST OFFICE IN MERIGOLD GO NORTH ON U.S. HIGHWAY
 DK0687'61 FOR 0.9 MILES TO THE MARK ON THE RIGHT JUST BEYOND A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1147 ***********************************************************************
 BW1147  DESIGNATION -  G 20
 BW1147  PID         -  BW1147
 BW1147  STATE/COUNTY-  MS/WILKINSON
 BW1147  USGS QUAD   -  WOODVILLE (1988)
 BW1147
 BW1147                         *CURRENT SURVEY CONTROL
 BW1147  ___________________________________________________________________
 BW1147* NAD 83(1986)-  31 07 07.     (N)    091 19 01.     (W)     SCALED    
 BW1147* NAVD 88     -       119.81   (+/-2cm)     393.1    (feet)  VERTCON   
 BW1147  ___________________________________________________________________
 BW1147  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BW1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1147
 BW1147.The horizontal coordinates were scaled from a topographic map and have
 BW1147.an estimated accuracy of +/- 6 seconds.
 BW1147
 BW1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1147.The vertical order pertains to the NGVD 29 superseded value.
 BW1147
 BW1147.The geoid height was determined by GEOID03.
 BW1147
 BW1147;                    North         East    Units  Estimated Accuracy
 BW1147;SPC MS W     -   179,840.      606,180.      MT  (+/- 180 meters Scaled)
 BW1147
 BW1147                          SUPERSEDED SURVEY CONTROL
 BW1147
 BW1147  NGVD 29 (??/??/92)  119.773  (m)          392.96   (f) ADJ UNCH    2 0
 BW1147
 BW1147.Superseded values are not recommended for survey control.
 BW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1147.See file dsdata.txt to determine how the superseded data were derived.
 BW1147
 BW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ604439(NAD 83)
 BW1147_MARKER: DB = BENCH MARK DISK
 BW1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1147_STAMPING: G 20 1934 392.955
 BW1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1147+STABILITY: SURFACE MOTION
 BW1147
 BW1147  HISTORY     - Date     Condition        Report By
 BW1147  HISTORY     - 1934     MONUMENTED       CGS
 BW1147  HISTORY     - 1969     GOOD             MSHD
 BW1147
 BW1147                          STATION DESCRIPTION
 BW1147
 BW1147'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1147'1.7 MI NW FROM WOODVILLE.
 BW1147'THE MARK IS LOCATED 1.7 MILES NORTHWEST OF WOODVILLE, 0.1 MILE NORTH
 BW1147'OF STATE HIGHWAY 24.  IT IS 68 FEET WEST OF THE CENTER OF A BLACKTOP
 BW1147'ROAD, 20 FEET NORTH OF THE CENTER OF THE OLD HIGHWAY, 35.5 FEET
 BW1147'SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER AND A GUY WIRE, 69
 BW1147'FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 72 FEET NORTH
 BW1147'NORTHWEST OF A LONE 20 INCH PINE, 10 FEET EAST OF THE EXTENDED WEST
 BW1147'WALL OF A FRAME HOUSE, 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE
 BW1147'TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF
 BW1147'THE ROAD AND PROJECTS 6 INCHES.  NOTE-- TO REACH FROM THE WILKINSON
 BW1147'COUNTY COURTHOUSE IN WOODVILLE, GO WEST ON MAIN STREET (STATE HIGHWAY
 BW1147'24) FOR 1.75 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH
 BW1147'ON A BLACK TOP ROAD FOR 0.1 MILE TO THE OLD HIGHWAY AND THE MARK ON
 BW1147'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0578 ***********************************************************************
 DK0578  DESIGNATION -  G 200
 DK0578  PID         -  DK0578
 DK0578  STATE/COUNTY-  MS/BOLIVAR
 DK0578  USGS QUAD   -  BEULAH (1969)
 DK0578
 DK0578                         *CURRENT SURVEY CONTROL
 DK0578  ___________________________________________________________________
 DK0578* NAD 83(1986)-  33 50 30.     (N)    090 59 53.     (W)     SCALED    
 DK0578* NAVD 88     -        45.228  (meters)     148.39   (feet)  ADJUSTED  
 DK0578  ___________________________________________________________________
 DK0578  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK0578  DYNAMIC HT  -          45.182 (meters)     148.23  (feet)  COMP
 DK0578  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 DK0578
 DK0578  VERT ORDER  -  FIRST     CLASS I
 DK0578
 DK0578.The horizontal coordinates were scaled from a topographic map and have
 DK0578.an estimated accuracy of +/- 6 seconds.
 DK0578
 DK0578.The orthometric height was determined by differential leveling
 DK0578.and adjusted in June 1991.
 DK0578.WARNING-Repeat measurements at this control monument indicate possible
 DK0578.vertical movement.
 DK0578
 DK0578.The geoid height was determined by GEOID03.
 DK0578
 DK0578.The dynamic height is computed by dividing the NAVD 88
 DK0578.geopotential number by the normal gravity value computed on the
 DK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0578.degrees latitude (g = 980.6199 gals.).
 DK0578
 DK0578.The modeled gravity was interpolated from observed gravity values.
 DK0578
 DK0578;                    North         East    Units  Estimated Accuracy
 DK0578;SPC MS W     -   481,580.      638,480.      MT  (+/- 180 meters Scaled)
 DK0578
 DK0578                          SUPERSEDED SURVEY CONTROL
 DK0578
 DK0578  NGVD 29 (??/??/??)   45.297  (m)          148.61   (f) ADJUSTED    1 1
 DK0578
 DK0578.Superseded values are not recommended for survey control.
 DK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0578.See file dsdata.txt to determine how the superseded data were derived.
 DK0578
 DK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT852464(NAD 83)
 DK0578_MARKER: DB = BENCH MARK DISK
 DK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0578_STAMPING: G 200 1957
 DK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0578+STABILITY: SURFACE MOTION
 DK0578
 DK0578  HISTORY     - Date     Condition        Report By
 DK0578  HISTORY     - 1957     MONUMENTED       CGS
 DK0578  HISTORY     - 1974     GOOD             NGS
 DK0578  HISTORY     - 20030716 MARK NOT FOUND   USACE
 DK0578
 DK0578                          STATION DESCRIPTION
 DK0578
 DK0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0578'1.75 MI E FROM ROSEDALE.
 DK0578'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE
 DK0578'HIGHWAY 1 AT ROSEDALE, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD, AT
 DK0578'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 35.5 FEET SOUTH OF THE
 DK0578'EXTENDED CENTER LINE OF THE GRAVEL ROAD, 27.3 FEET EAST OF THE CENTER
 DK0578'LINE OF THE PAVED ROAD ON EDGE OF A CUT BANK, 0.9 FOOT NORTHEAST OF A
 DK0578'METAL WITNESS POST, 3.5 FEET ABOVE LEVEL OF THE ROAD, AND IN THE TOP
 DK0578'OF A CONCRETE POST PROJECTING 0.3 FOOT.  1/4, SEC. 14, T 23N, R 8W.
 DK0578'NOTE-- WEST FACE OF POST EXPOSED 1.3 FEET.
 DK0578
 DK0578                          STATION RECOVERY (2003)
 DK0578
 DK0578'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0529 ***********************************************************************
 EH0529  DESIGNATION -  G 201
 EH0529  PID         -  EH0529
 EH0529  STATE/COUNTY-  MS/COAHOMA
 EH0529  USGS QUAD   -  CLARKSDALE (1967)
 EH0529
 EH0529                         *CURRENT SURVEY CONTROL
 EH0529  ___________________________________________________________________
 EH0529* NAD 83(1986)-  34 12 14.     (N)    090 33 43.     (W)     SCALED    
 EH0529* NAVD 88     -        53.302  (meters)     174.88   (feet)  ADJUSTED  
 EH0529  ___________________________________________________________________
 EH0529  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0529  DYNAMIC HT  -          53.250 (meters)     174.70  (feet)  COMP
 EH0529  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 EH0529
 EH0529  VERT ORDER  -  FIRST     CLASS II
 EH0529
 EH0529.The horizontal coordinates were scaled from a topographic map and have
 EH0529.an estimated accuracy of +/- 6 seconds.
 EH0529
 EH0529.The orthometric height was determined by differential leveling
 EH0529.and adjusted in June 1991.
 EH0529
 EH0529.The geoid height was determined by GEOID03.
 EH0529
 EH0529.The dynamic height is computed by dividing the NAVD 88
 EH0529.geopotential number by the normal gravity value computed on the
 EH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0529.degrees latitude (g = 980.6199 gals.).
 EH0529
 EH0529.The modeled gravity was interpolated from observed gravity values.
 EH0529
 EH0529;                    North         East    Units  Estimated Accuracy
 EH0529;SPC MS W     -   521,590.      678,930.      MT  (+/- 180 meters Scaled)
 EH0529
 EH0529                          SUPERSEDED SURVEY CONTROL
 EH0529
 EH0529  NGVD 29 (??/??/??)   53.348  (m)          175.03   (f) ADJUSTED    1 2
 EH0529
 EH0529.Superseded values are not recommended for survey control.
 EH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0529.See file dsdata.txt to determine how the superseded data were derived.
 EH0529
 EH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT246874(NAD 83)
 EH0529_MARKER: DB = BENCH MARK DISK
 EH0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0529_SP_SET: ABUTMENT
 EH0529_STAMPING: G 201 1957
 EH0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0529+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0529
 EH0529  HISTORY     - Date     Condition        Report By
 EH0529  HISTORY     - 1957     MONUMENTED       CGS
 EH0529  HISTORY     - 1973     GOOD             MSHD
 EH0529  HISTORY     - 20030623 GOOD             USACE
 EH0529
 EH0529                          STATION DESCRIPTION
 EH0529
 EH0529'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0529'0.4 MI ESE FROM CLARKSDALE.
 EH0529'THE MARK IS LOCATED 0.4 MILE ESE OF THE COURTHOUSE IN CLARKSDALE IN
 EH0529'THE SE END OF THE FIRST STEP FROM THE TOP OF THE SW ABUTMENT OF THE
 EH0529'ICRR BRIDGE OVER CAROLINA AVENUE.  IT IS 10 FEET SE OF THE SE RAIL OF
 EH0529'A SIDE TRACK, 38.5 FEET SE OF THE SE RAIL OF THE MAIN TRACK, 25 FEET
 EH0529'SW OF THE CENTER OF CAROLINA AVENUE, 24 FEET NE OF THE CENTER OF THE
 EH0529'SOUTH EDWARDS AVENUE, 1 FOOT NE OF A METAL WITNESS POST SET IN A DRILL
 EH0529'HOLE IN THE FIRST STEP FROM THE TOP OF THE SE END OF THE SW ABUTMENT
 EH0529'OF RAILROAD BRIDGE NO. 175/85 AND IS ABOUT 4 FEET BELOW THE LEVEL OF
 EH0529'THE MAIN TRACK.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49, 61,
 EH0529'AND DESOTO AVENUE IN CLARKSDALE GO NORTH ON DESOTO AVENUE FOR 0.55
 EH0529'MILE TO THE INTERSECTION OF SOUTH EDWARDS AVENUE.  TURN RIGHT AND GO
 EH0529'EAST ON SOUTH EDWARDS AVENUE FOR 0.4 MILE TO THE BRIDGE AND THE MARK
 EH0529'ON THE LEFT.
 EH0529
 EH0529                          STATION RECOVERY (2003)
 EH0529
 EH0529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1796 ***********************************************************************
 BW1796  DESIGNATION -  G 208
 BW1796  PID         -  BW1796
 BW1796  STATE/COUNTY-  MS/PIKE
 BW1796  USGS QUAD   -  MC COMB SOUTH (1972)
 BW1796
 BW1796                         *CURRENT SURVEY CONTROL
 BW1796  ___________________________________________________________________
 BW1796* NAD 83(1986)-  31 08 19.     (N)    090 27 39.     (W)     SCALED    
 BW1796* NAVD 88     -        90.538  (meters)     297.04   (feet)  ADJUSTED  
 BW1796  ___________________________________________________________________
 BW1796  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BW1796  DYNAMIC HT  -          90.423 (meters)     296.66  (feet)  COMP
 BW1796  MODELED GRAV-     979,378.3   (mgal)                       NAVD 88
 BW1796
 BW1796  VERT ORDER  -  FIRST     CLASS I
 BW1796
 BW1796.The horizontal coordinates were scaled from a topographic map and have
 BW1796.an estimated accuracy of +/- 6 seconds.
 BW1796
 BW1796.The orthometric height was determined by differential leveling
 BW1796.and adjusted in February 1994.
 BW1796
 BW1796.The geoid height was determined by GEOID03.
 BW1796
 BW1796.The dynamic height is computed by dividing the NAVD 88
 BW1796.geopotential number by the normal gravity value computed on the
 BW1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1796.degrees latitude (g = 980.6199 gals.).
 BW1796
 BW1796.The modeled gravity was interpolated from observed gravity values.
 BW1796
 BW1796;                    North         East    Units  Estimated Accuracy
 BW1796;SPC MS W     -   181,650.      687,840.      MT  (+/- 180 meters Scaled)
 BW1796
 BW1796                          SUPERSEDED SURVEY CONTROL
 BW1796
 BW1796  NAVD 88 (06/15/91)   90.573  (m)          297.15   (f) UNKNOWN     1 1
 BW1796  NGVD 29 (??/??/??)   90.561  (m)          297.12   (f) ADJUSTED    1 1
 BW1796
 BW1796.Superseded values are not recommended for survey control.
 BW1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1796.See file dsdata.txt to determine how the superseded data were derived.
 BW1796
 BW1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ420477(NAD 83)
 BW1796_MARKER: DB = BENCH MARK DISK
 BW1796_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW1796_SP_SET: BRIDGE ABUTMENT
 BW1796_STAMPING: G 208 1959
 BW1796_MARK LOGO: CGS   
 BW1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1796+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW1796
 BW1796  HISTORY     - Date     Condition        Report By
 BW1796  HISTORY     - 1959     MONUMENTED       CGS
 BW1796  HISTORY     - 1969     GOOD             MSHD
 BW1796  HISTORY     - 19920714 GOOD             NGS
 BW1796
 BW1796                          STATION DESCRIPTION
 BW1796
 BW1796'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW1796'0.35 MI S FROM MAGNOLIA.
 BW1796'ABOUT 0.35 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW1796'CROSSING OF STATE HIGHWAY 48 AT MAGNOLIA, 0.45 MILE SOUTH OF MILEPOST
 BW1796'814, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT FOR
 BW1796'A 56-FOOT CONCRETE BRIDGE WITH THREE PARTITION, 8 FEET WEST OF THE
 BW1796'WEST RAIL AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  1/4, SEC 3, T
 BW1796'2N, R 7E.
 BW1796
 BW1796                          STATION RECOVERY (1992)
 BW1796
 BW1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW1796'10.8 KM (6.70 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW1796'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, IN TOP OF AND 0.2 M
 BW1796'(0.7 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 BW1796'RAILROAD BRIDGE SPANNING LITTLE MINNEHAHA CREEK, 6.9 M (22.6 FT) WEST
 BW1796'OF THE NEAR RAIL, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0140 ***********************************************************************
 BW0140  DESIGNATION -  G 209
 BW0140  PID         -  BW0140
 BW0140  STATE/COUNTY-  MS/COPIAH
 BW0140  USGS QUAD   -  HAZLEHURST (1963)
 BW0140
 BW0140                         *CURRENT SURVEY CONTROL
 BW0140  ___________________________________________________________________
 BW0140* NAD 83(1986)-  31 49 13.     (N)    090 23 55.     (W)     SCALED    
 BW0140* NAVD 88     -       125.946  (meters)     413.21   (feet)  ADJUSTED  
 BW0140  ___________________________________________________________________
 BW0140  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW0140  DYNAMIC HT  -         125.795 (meters)     412.71  (feet)  COMP
 BW0140  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 BW0140
 BW0140  VERT ORDER  -  FIRST     CLASS I
 BW0140
 BW0140.The horizontal coordinates were scaled from a topographic map and have
 BW0140.an estimated accuracy of +/- 6 seconds.
 BW0140
 BW0140.The orthometric height was determined by differential leveling
 BW0140.and adjusted in February 1994.
 BW0140
 BW0140.The geoid height was determined by GEOID03.
 BW0140
 BW0140.The dynamic height is computed by dividing the NAVD 88
 BW0140.geopotential number by the normal gravity value computed on the
 BW0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0140.degrees latitude (g = 980.6199 gals.).
 BW0140
 BW0140.The modeled gravity was interpolated from observed gravity values.
 BW0140
 BW0140;                    North         East    Units  Estimated Accuracy
 BW0140;SPC MS W     -   257,220.      693,820.      MT  (+/- 180 meters Scaled)
 BW0140
 BW0140                          SUPERSEDED SURVEY CONTROL
 BW0140
 BW0140  NAVD 88 (06/15/91)  125.947  (m)          413.21   (f) UNKNOWN     1 1
 BW0140  NGVD 29 (??/??/??)  125.947  (m)          413.21   (f) ADJUSTED    1 1
 BW0140
 BW0140.Superseded values are not recommended for survey control.
 BW0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0140.See file dsdata.txt to determine how the superseded data were derived.
 BW0140
 BW0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR462234(NAD 83)
 BW0140_MARKER: DB = BENCH MARK DISK
 BW0140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW0140_SP_SET: HEADWALL
 BW0140_STAMPING: G 209 1960
 BW0140_MARK LOGO: CGS   
 BW0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0140+STABILITY: SURFACE MOTION
 BW0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0140+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 BW0140
 BW0140  HISTORY     - Date     Condition        Report By
 BW0140  HISTORY     - 1960     MONUMENTED       CGS
 BW0140  HISTORY     - 1969     GOOD             NGS
 BW0140  HISTORY     - 19920721 GOOD             NGS
 BW0140
 BW0140                          STATION DESCRIPTION
 BW0140
 BW0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0140'2.8 MI S FROM HAZLEHURST.
 BW0140'ABOUT 2.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0140'STATION AT HAZLEHURST, 0.9 MILE SOUTH OF A GRAVELED ROAD CROSSING,
 BW0140'0.35 MILE SOUTH OF MILEPOST 765, SET ON THE TOP OF THE SOUTH END OF
 BW0140'THE WEST HEAD WALL FOR AN 18-INCH CAST IRON PIPE CULVERT UNDER THE
 BW0140'TRACKS, BETWEEN THE 14TH AND 15TH POLE SOUTH OF MILEPOST 765, 26 FEET
 BW0140'WEST OF THE WEST RAIL OF THE WEST TRACK AND 8 FEET BELOW THE LEVEL OF
 BW0140'THE TRACK.  1/4, SEC 21, T 10N, R 8E.
 BW0140
 BW0140                          STATION RECOVERY (1992)
 BW0140
 BW0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0140'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0140'HAZELHURST, 4.6 KM (2.85 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL
 BW0140'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 BW0140'WEST CONCRETE HEADWALL OF A CULVERT, 0.6 KM (0.35 MI) SOUTH OF
 BW0140'MILEPOST 765, 8.0 M (26.2 FT) WEST OF THE NEAR RAIL, AND 3.0 M
 BW0140'(9.8 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0871 ***********************************************************************
 BW0871  DESIGNATION -  G 21
 BW0871  PID         -  BW0871
 BW0871  STATE/COUNTY-  MS/FRANKLIN
 BW0871  USGS QUAD   -  ROXIE (1988)
 BW0871
 BW0871                         *CURRENT SURVEY CONTROL
 BW0871  ___________________________________________________________________
 BW0871* NAD 83(1986)-  31 30 29.     (N)    091 02 01.     (W)     SCALED    
 BW0871* NAVD 88     -        93.40   (+/-2cm)     306.4    (feet)  VERTCON   
 BW0871  ___________________________________________________________________
 BW0871  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0871
 BW0871.The horizontal coordinates were scaled from a topographic map and have
 BW0871.an estimated accuracy of +/- 6 seconds.
 BW0871
 BW0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0871.The vertical order pertains to the NGVD 29 superseded value.
 BW0871
 BW0871.The geoid height was determined by GEOID03.
 BW0871
 BW0871;                    North         East    Units  Estimated Accuracy
 BW0871;SPC MS W     -   222,820.      633,480.      MT  (+/- 180 meters Scaled)
 BW0871
 BW0871                          SUPERSEDED SURVEY CONTROL
 BW0871
 BW0871  NGVD 29 (??/??/92)   93.407  (m)          306.45   (f) ADJ UNCH    2 0
 BW0871
 BW0871.Superseded values are not recommended for survey control.
 BW0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0871.See file dsdata.txt to determine how the superseded data were derived.
 BW0871
 BW0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ867875(NAD 83)
 BW0871_MARKER: DB = BENCH MARK DISK
 BW0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0871_STAMPING: G 21 1934 306.453
 BW0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0871+STABILITY: SURFACE MOTION
 BW0871
 BW0871  HISTORY     - Date     Condition        Report By
 BW0871  HISTORY     - 1934     MONUMENTED       CGS
 BW0871  HISTORY     - 1956     GOOD             NGS
 BW0871
 BW0871                          STATION DESCRIPTION
 BW0871
 BW0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW0871'1.8 MI E FROM ROXIE.
 BW0871'LOCATED 1.8 MILES EAST OF ROXIE ALONG THE MISSISSIPPI CENTRAL
 BW0871'RAILROAD, 2 POLES WEST OF MILEPOST 124 IN THE SOUTHWEST ANGLE OF A
 BW0871'ROAD CROSSING, 25 FEET SOUTH OF THE SOUTH RAIL, 19 FEET WEST OF THE
 BW0871'CENTER OF THE ROAD, 32 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 BW0871'CROSSING, 36 FEET WEST OF THE SOUTH END OF AN L-SHAPED CONCRETE
 BW0871'CULVERT AND 82 FEET SOUTH EAST OF THE 2ND POLE WEST OF MILEPOST 124.
 BW0871'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW
 BW0871'THE SURFACE OF THE GROUND.  IT IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0227 ***********************************************************************
 CP0227  DESIGNATION -  G 210
 CP0227  PID         -  CP0227
 CP0227  STATE/COUNTY-  MS/HINDS
 CP0227  USGS QUAD   -  NEW BYRAM (1980)
 CP0227
 CP0227                         *CURRENT SURVEY CONTROL
 CP0227  ___________________________________________________________________
 CP0227* NAD 83(1986)-  32 07 51.     (N)    090 16 02.     (W)     SCALED    
 CP0227* NAVD 88     -        84.813  (meters)     278.26   (feet)  ADJUSTED  
 CP0227  ___________________________________________________________________
 CP0227  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0227  DYNAMIC HT  -          84.714 (meters)     277.93  (feet)  COMP
 CP0227  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 CP0227
 CP0227  VERT ORDER  -  FIRST     CLASS I
 CP0227
 CP0227.The horizontal coordinates were scaled from a topographic map and have
 CP0227.an estimated accuracy of +/- 6 seconds.
 CP0227
 CP0227.The orthometric height was determined by differential leveling
 CP0227.and adjusted in February 1994.
 CP0227
 CP0227.The geoid height was determined by GEOID03.
 CP0227
 CP0227.The dynamic height is computed by dividing the NAVD 88
 CP0227.geopotential number by the normal gravity value computed on the
 CP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0227.degrees latitude (g = 980.6199 gals.).
 CP0227
 CP0227.The modeled gravity was interpolated from observed gravity values.
 CP0227
 CP0227;                    North         East    Units  Estimated Accuracy
 CP0227;SPC MS W     -   291,660.      706,240.      MT  (+/- 180 meters Scaled)
 CP0227
 CP0227                          SUPERSEDED SURVEY CONTROL
 CP0227
 CP0227  NAVD 88 (06/15/91)   84.846  (m)          278.37   (f) UNKNOWN     1 1
 CP0227  NGVD 29 (??/??/??)   84.850  (m)          278.38   (f) ADJUSTED    1 1
 CP0227
 CP0227.Superseded values are not recommended for survey control.
 CP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0227.See file dsdata.txt to determine how the superseded data were derived.
 CP0227
 CP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR578582(NAD 83)
 CP0227_MARKER: DB = BENCH MARK DISK
 CP0227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP0227_SP_SET: HEADWALL
 CP0227_STAMPING: G 210 1960
 CP0227_MARK LOGO: CGS   
 CP0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0227+STABILITY: SURFACE MOTION
 CP0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0227+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 CP0227
 CP0227  HISTORY     - Date     Condition        Report By
 CP0227  HISTORY     - 1960     MONUMENTED       CGS
 CP0227  HISTORY     - 1977     GOOD             MSHD
 CP0227  HISTORY     - 19920720 GOOD             NGS
 CP0227
 CP0227                          STATION DESCRIPTION
 CP0227
 CP0227'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0227'3 MI NE FROM TERRY.
 CP0227'THE MARK IS LOCATED 3 MILES NORTHEAST OF TERRY ON THE SOUTH END OF THE
 CP0227'WEST HEADWALL OF A BOX CULVERT UNDER THE I.C.G. RAILROAD TRACK, 1000
 CP0227'FEET NORTH OF MILEPOST 742, 2011 FEET NORTH OF THE CENTER OF A PRIVATE
 CP0227'ROAD CROSSING IN THE NORTHEAST 1/4 OF SECTION 2, T 3N, R 1W. IT IS
 CP0227'17.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK SET IN A DRILL HOLE
 CP0227'IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT AND IS
 CP0227'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE
 CP0227'POST OFFICE IN TERRY GO SOUTHEAST ON CUNNINGHAM AVENUE FOR 0.1 MILE TO
 CP0227'THE INTERSECTION OF UTICA STREET.  TURN LEFT AND GO NORTHEAST ON UTICA
 CP0227'STREET FOR 2.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 CP0227'JONES LOOP FOR 0.7 MILE TO A RAILROAD CROSSING. THENCE NORTHEAST ALONG
 CP0227'THE RAILROAD TRACK FOR 3713 FEET TO THE MARK ON THE LEFT.
 CP0227
 CP0227                          STATION RECOVERY (1992)
 CP0227
 CP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0227'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0227'THE JUNCTION OF U.S. HIGHWAY 80 IN JACKSON, THENCE 0.1 KM (0.05 MI)
 CP0227'WESTERLY ALONG MCDOWELL ROAD, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY
 CP0227'ALONG AN INTERSTATE HIGHWAY 55 FRONTAGE ROAD, THENCE 3.6 KM
 CP0227'(2.25 MI) SOUTHERLY ALONG OLD BYRAM ROAD, THENCE 0.1 KM (0.05 MI)
 CP0227'EASTERLY ALONG SIWELL ROAD, THENCE 5.8 KM (3.60 MI) SOUTHERLY ALONG
 CP0227'THE ILLINOIS CENTRAL RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF
 CP0227'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 0.3 KM
 CP0227'(0.20 MI) NORTH OF MILEPOST 742, 9.7 M (31.8 FT) WEST-NORTHWEST OF
 CP0227'THE NEAR RAIL, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0462 ***********************************************************************
 CO0462  DESIGNATION -  G 211
 CO0462  PID         -  CO0462
 CO0462  STATE/COUNTY-  MS/LAUDERDALE
 CO0462  USGS QUAD   -  TOOMSUBA (1982)
 CO0462
 CO0462                         *CURRENT SURVEY CONTROL
 CO0462  ___________________________________________________________________
 CO0462* NAD 83(1986)-  32 25 07.     (N)    088 30 15.     (W)     SCALED    
 CO0462* NAVD 88     -        95.983  (meters)     314.90   (feet)  ADJUSTED  
 CO0462  ___________________________________________________________________
 CO0462  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CO0462  DYNAMIC HT  -          95.870 (meters)     314.53  (feet)  COMP
 CO0462  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CO0462
 CO0462  VERT ORDER  -  FIRST     CLASS I
 CO0462
 CO0462.The horizontal coordinates were scaled from a topographic map and have
 CO0462.an estimated accuracy of +/- 6 seconds.
 CO0462
 CO0462.The orthometric height was determined by differential leveling
 CO0462.and adjusted in June 1991.
 CO0462
 CO0462.The geoid height was determined by GEOID03.
 CO0462
 CO0462.The dynamic height is computed by dividing the NAVD 88
 CO0462.geopotential number by the normal gravity value computed on the
 CO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0462.degrees latitude (g = 980.6199 gals.).
 CO0462
 CO0462.The modeled gravity was interpolated from observed gravity values.
 CO0462
 CO0462;                    North         East    Units  Estimated Accuracy
 CO0462;SPC MS E     -   323,620.      330,960.      MT  (+/- 180 meters Scaled)
 CO0462
 CO0462                          SUPERSEDED SURVEY CONTROL
 CO0462
 CO0462  NGVD 29 (??/??/??)   95.965  (m)          314.85   (f) ADJUSTED    1 1
 CO0462
 CO0462.Superseded values are not recommended for survey control.
 CO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0462.See file dsdata.txt to determine how the superseded data were derived.
 CO0462
 CO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA585878(NAD 83)
 CO0462_MARKER: DB = BENCH MARK DISK
 CO0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0462_SP_SET: CONCRETE POST
 CO0462_STAMPING: G 211 1960
 CO0462_MARK LOGO: CGS   
 CO0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0462+STABILITY: SURFACE MOTION
 CO0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0462+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 CO0462
 CO0462  HISTORY     - Date     Condition        Report By
 CO0462  HISTORY     - 1960     MONUMENTED       CGS
 CO0462  HISTORY     - 1968     GOOD             NGS
 CO0462  HISTORY     - 19900214 GOOD             MSHD
 CO0462
 CO0462                          STATION DESCRIPTION
 CO0462
 CO0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0462'IN TOOMSUBA.
 CO0462'AT TOOMSUBA, 40 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE TOOMSUBA
 CO0462'BAPTIST CHURCH, 79 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAYS 11
 CO0462'AND 80, 21 1/2 FEET WEST OF THE CENTERLINE OF A CONCRETE WALKWAY WHICH
 CO0462'LEADS TO THE CHURCH, 22 FEET NORTH OF AN 11-INCH CEDAR TREE, 2 FEET
 CO0462'SOUTH OF A CONCRETE BLOCK RETAINING WALL, AND SET IN THE TOP OF A
 CO0462'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0462
 CO0462                          STATION RECOVERY (1990)
 CO0462
 CO0462'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0462'MARK IS LOCATED ABOUT 12 MI (19.3 KM) EAST NORTHEAST OF MERIDIAN, 0.1
 CO0462'MI (0.2 KM) EAST OF TOOMSUBA, NEAR THE NORTHWEST CORNER OF THE
 CO0462'PARKING LOT JUST SOUTH OF A SIDE WALK AT THE TOOMSUBA BAPTIST CHURCH
 CO0462'AND IS IN SECTION 25, T 7N, R 17E.
 CO0462'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, 5
 CO0462'INCHES BELOW THE PARKING LOT IN A HOLE FILLED WITH SLAG, 79 FT
 CO0462'(24.1 M) NORTH OF THE CENTER OF HIGHWAYS 11 AND 80, 63.5 FT (19.4 M)
 CO0462'WEST OF THE SOUTHEAST CORNER OF THE JUNCTION OF SIDE WALKS, 40.5 FT
 CO0462'(12.3 M) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK CHURCH, 29 FT
 CO0462'(8.8 M) EAST OF A 30 INCH OAK, 20.5 FT (6.2 M) EAST OF THE SOUTHWEST
 CO0462'CORNER OF THE JUNCTION OF WALKS AND 1.6 FT (0.5 M) SOUTH OF THE SOUTH
 CO0462'EDGE OF THE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0896 ***********************************************************************
 CO0896  DESIGNATION -  G 212
 CO0896  PID         -  CO0896
 CO0896  STATE/COUNTY-  MS/RANKIN
 CO0896  USGS QUAD   -  PELAHATCHIE (1982)
 CO0896
 CO0896                         *CURRENT SURVEY CONTROL
 CO0896  ___________________________________________________________________
 CO0896* NAD 83(1986)-  32 19 05.     (N)    089 46 44.     (W)     SCALED    
 CO0896* NAVD 88     -       118.617  (meters)     389.16   (feet)  ADJUSTED  
 CO0896  ___________________________________________________________________
 CO0896  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CO0896  DYNAMIC HT  -         118.478 (meters)     388.71  (feet)  COMP
 CO0896  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CO0896
 CO0896  VERT ORDER  -  FIRST     CLASS I
 CO0896
 CO0896.The horizontal coordinates were scaled from a topographic map and have
 CO0896.an estimated accuracy of +/- 6 seconds.
 CO0896
 CO0896.The orthometric height was determined by differential leveling
 CO0896.and adjusted in June 1991.
 CO0896
 CO0896.The geoid height was determined by GEOID03.
 CO0896
 CO0896.The dynamic height is computed by dividing the NAVD 88
 CO0896.geopotential number by the normal gravity value computed on the
 CO0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0896.degrees latitude (g = 980.6199 gals.).
 CO0896
 CO0896.The modeled gravity was interpolated from observed gravity values.
 CO0896
 CO0896;                    North         East    Units  Estimated Accuracy
 CO0896;SPC MS W     -   312,550.      752,210.      MT  (+/- 180 meters Scaled)
 CO0896
 CO0896                          SUPERSEDED SURVEY CONTROL
 CO0896
 CO0896  NGVD 29 (??/??/??)  118.616  (m)          389.16   (f) ADJUSTED    1 1
 CO0896
 CO0896.Superseded values are not recommended for survey control.
 CO0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0896.See file dsdata.txt to determine how the superseded data were derived.
 CO0896
 CO0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA383790(NAD 83)
 CO0896_MARKER: DB = BENCH MARK DISK
 CO0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0896_STAMPING: G 212 1960
 CO0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0896+STABILITY: SURFACE MOTION
 CO0896
 CO0896  HISTORY     - Date     Condition        Report By
 CO0896  HISTORY     - 1960     MONUMENTED       CGS
 CO0896  HISTORY     - 1968     GOOD             NGS
 CO0896  HISTORY     - 1977     GOOD             MSHD
 CO0896
 CO0896                          STATION DESCRIPTION
 CO0896
 CO0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0896'1.3 MI E FROM PELAHATCHIE.
 CO0896'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0896'PELAHATCHIE, 0.2 MILE EAST OF A CONCRETE HIGHWAY BRIDGE, 113 FEET
 CO0896'SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 53 1/2 FEET NORTH
 CO0896'OF THE CENTERLINE OF THE HIGHWAY, 96 FEET EAST OF A CORNER FENCE POST,
 CO0896'71 1/2 FEET EAST OF A 6-INCH CEDAR TREE, 57 FEET NORTHEAST OF A POWER
 CO0896'POLE, 12 1/2 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 12
 CO0896'1/2 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE MARKER NUMBER 2LP2,
 CO0896'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CO0896'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND. SEC 34, T 6N, R
 CO0896'5E.
 CO0896
 CO0896                          STATION RECOVERY (1977)
 CO0896
 CO0896'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0896'THE MARK IS LOCATED 1.45 MILES EAST OF PELAHATCHIE ON THE NORTH RIGHT
 CO0896'OF WAY OF U.S. HIGHWAY 80, 1.6 MILES WEST OF A RAILROAD OVERPASS IN
 CO0896'THE NORTHWEST 1/4 OF SECTION 34, T 6 N, R 5 E. IT IS 81 FEET EAST OF
 CO0896'THE WEST END OF A DRIVEWAY, 106 FEET WEST OF THE EAST END OF A
 CO0896'DRIVEWAY, 104 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 CO0896'CARPORT OF A BRICK HOUSE, 54 FEET NORTH OF THE CENTER HIGHWAY 80, 57
 CO0896'FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE, 12.5 FEET WEST OF A
 CO0896'RIGHT OF WAY MARKER SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 CO0896'LEVEL WITH THE HIGHWAY AND PROJECTS 1 INCH. TO REACH FROM THE U.S.
 CO0896'POST OFFICE IN PELAHATCHIE GO EAST ON U.S. HIGHWAY 80 FOR 1.3 MILES
 CO0896'TO THE TOP OF A HILL AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0503 ***********************************************************************
 CO0503  DESIGNATION -  G 213
 CO0503  PID         -  CO0503
 CO0503  STATE/COUNTY-  MS/LAUDERDALE
 CO0503  USGS QUAD   -  MEEHAN (1982)
 CO0503
 CO0503                         *CURRENT SURVEY CONTROL
 CO0503  ___________________________________________________________________
 CO0503* NAD 83(1986)-  32 19 40.     (N)    088 52 02.     (W)     SCALED    
 CO0503* NAVD 88     -       100.560  (meters)     329.92   (feet)  ADJUSTED  
 CO0503  ___________________________________________________________________
 CO0503  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0503  DYNAMIC HT  -         100.443 (meters)     329.54  (feet)  COMP
 CO0503  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CO0503
 CO0503  VERT ORDER  -  FIRST     CLASS I
 CO0503
 CO0503.The horizontal coordinates were scaled from a topographic map and have
 CO0503.an estimated accuracy of +/- 6 seconds.
 CO0503
 CO0503.The orthometric height was determined by differential leveling
 CO0503.and adjusted in June 1991.
 CO0503
 CO0503.The geoid height was determined by GEOID03.
 CO0503
 CO0503.The dynamic height is computed by dividing the NAVD 88
 CO0503.geopotential number by the normal gravity value computed on the
 CO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0503.degrees latitude (g = 980.6199 gals.).
 CO0503
 CO0503.The modeled gravity was interpolated from observed gravity values.
 CO0503
 CO0503;                    North         East    Units  Estimated Accuracy
 CO0503;SPC MS E     -   313,500.      296,810.      MT  (+/- 180 meters Scaled)
 CO0503
 CO0503                          SUPERSEDED SURVEY CONTROL
 CO0503
 CO0503  NGVD 29 (??/??/??)  100.549  (m)          329.88   (f) ADJUSTED    1 1
 CO0503
 CO0503.Superseded values are not recommended for survey control.
 CO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0503.See file dsdata.txt to determine how the superseded data were derived.
 CO0503
 CO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA242783(NAD 83)
 CO0503_MARKER: DB = BENCH MARK DISK
 CO0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0503_SP_SET: CONCRETE POST
 CO0503_STAMPING: G 213 1961
 CO0503_MARK LOGO: CGS   
 CO0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0503+STABILITY: SURFACE MOTION
 CO0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0503+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 CO0503
 CO0503  HISTORY     - Date     Condition        Report By
 CO0503  HISTORY     - 1961     MONUMENTED       CGS
 CO0503  HISTORY     - 1968     GOOD             NGS
 CO0503  HISTORY     - 19900130 GOOD             MSHD
 CO0503
 CO0503                          STATION DESCRIPTION
 CO0503
 CO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0503'3.9 MI E FROM CHUNKY.
 CO0503'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0503'CHUNKY, IN SECTION 28, T 6 N, R 14 E, 228 FEET SOUTH OF THE CENTERLINE
 CO0503'OF THE HIGHWAY, 205 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PEAVYS
 CO0503'SINCLAIR SERVICE STATION, 76 1/2 FEET SOUTHEAST AND ACROSS A PAVED
 CO0503'ROAD FROM A POWER POLE WHICH IS BRACED BY A GUY WIRE, 25 FEET SOUTH OF
 CO0503'A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 2.5 FEET WEST OF A
 CO0503'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CO0503'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 CO0503
 CO0503                          STATION RECOVERY (1990)
 CO0503
 CO0503'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0503'MARK IS LOCATED ABOUT 10 MI (16.1 KM) WEST OF MERIDIAN IN THE
 CO0503'SOUTHEAST ANGLE OF THE CROSSROAD AT MEEHAN JUNCTION, 3.7 MI (6.0 KM)
 CO0503'EAST OF CHUNKY AND IS IN SECTION 28, T 6N, R 14E.
 CO0503'TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO EAST ON U.S. HIGHWAY 80
 CO0503'FOR 4 MI (6.4 KM) TO A CROSSROAD AND THE MARK ON THE RIGHT.
 CO0503'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0503'1 FT (0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 CO0503'223 FT (68.0 M) SOUTH OF THE CENTER OF HIGHWAY 80, 203.5 FT (62.0 M)
 CO0503'WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK STORE, 93
 CO0503'FT (28.3 M) SOUTHWEST OF A POWER POLE WITH GUY WIRES, 32 FT (9.8 M)
 CO0503'EAST OF THE CENTER OF A PAVED ROAD, 25 FT (7.6 M) SOUTH SOUTHEAST OF A
 CO0503'TELEPHONE CABLE POLE WITH GUY WIRES, 5.5 FT (1.7 M) EAST OF A R.O.W.
 CO0503'MARKER AND 2.5 FT (0.8 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0762 ***********************************************************************
 CO0762  DESIGNATION -  G 214
 CO0762  PID         -  CO0762
 CO0762  STATE/COUNTY-  MS/SCOTT
 CO0762  USGS QUAD   -  LAKE (1982)
 CO0762
 CO0762                         *CURRENT SURVEY CONTROL
 CO0762  ___________________________________________________________________
 CO0762* NAD 83(1986)-  32 21 09.     (N)    089 21 12.     (W)     SCALED    
 CO0762* NAVD 88     -       128.945  (meters)     423.05   (feet)  ADJUSTED  
 CO0762  ___________________________________________________________________
 CO0762  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO0762  DYNAMIC HT  -         128.794 (meters)     422.55  (feet)  COMP
 CO0762  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CO0762
 CO0762  VERT ORDER  -  FIRST     CLASS I
 CO0762
 CO0762.The horizontal coordinates were scaled from a topographic map and have
 CO0762.an estimated accuracy of +/- 6 seconds.
 CO0762
 CO0762.The orthometric height was determined by differential leveling
 CO0762.and adjusted in June 1991.
 CO0762
 CO0762.The geoid height was determined by GEOID03.
 CO0762
 CO0762.The dynamic height is computed by dividing the NAVD 88
 CO0762.geopotential number by the normal gravity value computed on the
 CO0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0762.degrees latitude (g = 980.6199 gals.).
 CO0762
 CO0762.The modeled gravity was interpolated from observed gravity values.
 CO0762
 CO0762;                    North         East    Units  Estimated Accuracy
 CO0762;SPC MS E     -   316,360.      251,060.      MT  (+/- 180 meters Scaled)
 CO0762
 CO0762                          SUPERSEDED SURVEY CONTROL
 CO0762
 CO0762  NGVD 29 (??/??/??)  128.939  (m)          423.03   (f) ADJUSTED    1 1
 CO0762
 CO0762.Superseded values are not recommended for survey control.
 CO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0762.See file dsdata.txt to determine how the superseded data were derived.
 CO0762
 CO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA785819(NAD 83)
 CO0762_MARKER: DB = BENCH MARK DISK
 CO0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0762_STAMPING: G 214 1961
 CO0762_MARK LOGO: CGS   
 CO0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0762+STABILITY: SURFACE MOTION
 CO0762
 CO0762  HISTORY     - Date     Condition        Report By
 CO0762  HISTORY     - 1961     MONUMENTED       CGS
 CO0762  HISTORY     - 1968     GOOD             NGS
 CO0762  HISTORY     - 19991220 GOOD             NGS
 CO0762
 CO0762                          STATION DESCRIPTION
 CO0762
 CO0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0762'2.0 MI W FROM LAKE.
 CO0762'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0762'LAKE, THENCE 1.85 MILES WEST ALONG U.S. HIGHWAY 80, OR 1.5 MILES WEST
 CO0762'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT LAKE,
 CO0762'THENCE 0.5 MILE NORTHWEST ALONG A GRADED DIRT ROAD, 58 FEET SOUTHEAST
 CO0762'OF THE CENTER OF THE INTERSECTION OF THE ROAD AND THE HIGHWAY, 49 1/2
 CO0762'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE
 CO0762'CENTERLINE OF THE ROAD, 150 FEET EAST AND ACROSS THE ROAD FROM THE
 CO0762'NORTHEAST CORNER OF A 2-STORY BRICK BUILDING, 6 FEET EAST OF A CORNER
 CO0762'FENCE POST, 1 1/2 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A METAL
 CO0762'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0762'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 CO0762'THE GROUND.  SEC 23, T 6N, R 9E.
 CO0762
 CO0762                          STATION RECOVERY (1999)
 CO0762
 CO0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0622 ***********************************************************************
 BV0622  DESIGNATION -  G 22
 BV0622  PID         -  BV0622
 BV0622  STATE/COUNTY-  MS/FORREST
 BV0622  USGS QUAD   -  HATTIESBURG (1982)
 BV0622
 BV0622                         *CURRENT SURVEY CONTROL
 BV0622  ___________________________________________________________________
 BV0622* NAD 83(1986)-  31 20 38.     (N)    089 18 23.     (W)     SCALED    
 BV0622* NAVD 88     -        48.53   (+/-2cm)     159.2    (feet)  VERTCON   
 BV0622  ___________________________________________________________________
 BV0622  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BV0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0622
 BV0622.The horizontal coordinates were scaled from a topographic map and have
 BV0622.an estimated accuracy of +/- 6 seconds.
 BV0622
 BV0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0622.The vertical order pertains to the NGVD 29 superseded value.
 BV0622
 BV0622.The geoid height was determined by GEOID03.
 BV0622
 BV0622;                    North         East    Units  Estimated Accuracy
 BV0622;SPC MS E     -   204,500.      254,990.      MT  (+/- 180 meters Scaled)
 BV0622
 BV0622                          SUPERSEDED SURVEY CONTROL
 BV0622
 BV0622  NGVD 29 (??/??/92)   48.546  (m)          159.27   (f) ADJ UNCH    2 0
 BV0622
 BV0622.Superseded values are not recommended for survey control.
 BV0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0622.See file dsdata.txt to determine how the superseded data were derived.
 BV0622
 BV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV805700(NAD 83)
 BV0622_MARKER: DB = BENCH MARK DISK
 BV0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0622_SP_SET: PIER
 BV0622_STAMPING: G 22 1934 (159.271)
 BV0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0622
 BV0622  HISTORY     - Date     Condition        Report By
 BV0622  HISTORY     - 1934     MONUMENTED       CGS
 BV0622  HISTORY     - 1956     GOOD             NGS
 BV0622  HISTORY     - 1964     GOOD             NGS
 BV0622  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV0622
 BV0622                          STATION DESCRIPTION
 BV0622
 BV0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0622'1.9 MI W FROM HATTIESBURG.
 BV0622'LOCATED 1.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0622'STATION IN HATTIESBURG, AT THE VIADUCT AT THE CROSSING OF U.S. HIGHWAY
 BV0622'49.  IT IS SET VERTICALLY IN THE NORTH FACE OF THE SOUTHEAST CONCRETE
 BV0622'PIER OF THE OVERPASS.  IT IS 8 FEET SOUTH OF THE SOUTH RAIL OF THE
 BV0622'TRACK AND ABOUT 4 FEET ABOVE THE GROUND.
 BV0622
 BV0622                          STATION RECOVERY (1964)
 BV0622
 BV0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0622'RECOVERED IN GOOD CONDITION.
 BV0622
 BV0622                          STATION RECOVERY (2008)
 BV0622
 BV0622'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0811 ***********************************************************************
 CO0811  DESIGNATION -  G 223
 CO0811  PID         -  CO0811
 CO0811  STATE/COUNTY-  MS/NEWTON
 CO0811  USGS QUAD   -  HICKORY (1966)
 CO0811
 CO0811                         *CURRENT SURVEY CONTROL
 CO0811  ___________________________________________________________________
 CO0811* NAD 83(1986)-  32 19 09.     (N)    089 00 53.     (W)     SCALED    
 CO0811* NAVD 88     -        99.483  (meters)     326.39   (feet)  ADJUSTED  
 CO0811  ___________________________________________________________________
 CO0811  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CO0811  DYNAMIC HT  -          99.366 (meters)     326.00  (feet)  COMP
 CO0811  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CO0811
 CO0811  VERT ORDER  -  FIRST     CLASS I
 CO0811
 CO0811.The horizontal coordinates were scaled from a topographic map and have
 CO0811.an estimated accuracy of +/- 6 seconds.
 CO0811
 CO0811.The orthometric height was determined by differential leveling
 CO0811.and adjusted in June 1991.
 CO0811
 CO0811.The geoid height was determined by GEOID03.
 CO0811
 CO0811.The dynamic height is computed by dividing the NAVD 88
 CO0811.geopotential number by the normal gravity value computed on the
 CO0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0811.degrees latitude (g = 980.6199 gals.).
 CO0811
 CO0811.The modeled gravity was interpolated from observed gravity values.
 CO0811
 CO0811;                    North         East    Units  Estimated Accuracy
 CO0811;SPC MS E     -   312,550.      282,920.      MT  (+/- 180 meters Scaled)
 CO0811
 CO0811                          SUPERSEDED SURVEY CONTROL
 CO0811
 CO0811  NGVD 29 (??/??/??)   99.473  (m)          326.35   (f) ADJUSTED    1 1
 CO0811
 CO0811.Superseded values are not recommended for survey control.
 CO0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0811.See file dsdata.txt to determine how the superseded data were derived.
 CO0811
 CO0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA103775(NAD 83)
 CO0811_MARKER: DB = BENCH MARK DISK
 CO0811_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0811_STAMPING: G 223 1968
 CO0811_MARK LOGO: CGS   
 CO0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0811+STABILITY: SURFACE MOTION
 CO0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0811+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1989
 CO0811
 CO0811  HISTORY     - Date     Condition        Report By
 CO0811  HISTORY     - 1968     MONUMENTED       CGS
 CO0811  HISTORY     - 19890809 GOOD             MSHD
 CO0811
 CO0811                          STATION DESCRIPTION
 CO0811
 CO0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0811'0.55 MI E FROM HICKORY.
 CO0811'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE HIGH SCHOOL
 CO0811'BUILDING AT HICKORY, IN SECTION 31, T 6 N, R 13 E, 0.1 MILE WEST OF A
 CO0811'JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD, SET IN THE TOP AND 3.4
 CO0811'FEET EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 CO0811'DOUBLE-CHANNEL CULVERT UNDER THE HIGHWAY, 16 FEET SOUTH OF THE
 CO0811'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CO0811
 CO0811                          STATION RECOVERY (1989)
 CO0811
 CO0811'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO0811'MARK IS LOCATED 0.97 KM (0.60 MI) EAST OF HICKORY IN SECTION 31, T6N,
 CO0811'R13E.  TO REACH FROM THE HIGH SCHOOL IN HICKORY, GO EAST ON U.S.
 CO0811'HIGHWAY 80 FOR 0.97 KM (0.60 MI) TO THE CULVERT AND THE MARK ON THE
 CO0811'RIGHT.  MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE WEST END OF
 CO0811'THE SOUTH HEADWALL OF A DOUBLE CONCRETE BOX CULVERT.  IT IS 4.88 M
 CO0811'(16.0 FT) SOUTH OF THE CENTER OF HIGHWAY 80, 1.04 M (3.4 FT) EAST OF
 CO0811'THE WEST END OF THE SOUTH HEADWALL AND IS ABOUT LEVEL WITH THE
 CO0811'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0879 ***********************************************************************
 CO0879  DESIGNATION -  G 224
 CO0879  PID         -  CO0879
 CO0879  STATE/COUNTY-  MS/RANKIN
 CO0879  USGS QUAD   -  PELAHATCHIE (1982)
 CO0879
 CO0879                         *CURRENT SURVEY CONTROL
 CO0879  ___________________________________________________________________
 CO0879* NAD 83(1986)-  32 18 29.     (N)    089 51 24.     (W)     SCALED    
 CO0879* NAVD 88     -       111.591  (meters)     366.11   (feet)  ADJUSTED  
 CO0879  ___________________________________________________________________
 CO0879  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CO0879  DYNAMIC HT  -         111.461 (meters)     365.69  (feet)  COMP
 CO0879  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CO0879
 CO0879  VERT ORDER  -  FIRST     CLASS I
 CO0879
 CO0879.The horizontal coordinates were scaled from a topographic map and have
 CO0879.an estimated accuracy of +/- 6 seconds.
 CO0879
 CO0879.The orthometric height was determined by differential leveling
 CO0879.and adjusted in June 1991.
 CO0879
 CO0879.The geoid height was determined by GEOID03.
 CO0879
 CO0879.The dynamic height is computed by dividing the NAVD 88
 CO0879.geopotential number by the normal gravity value computed on the
 CO0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0879.degrees latitude (g = 980.6199 gals.).
 CO0879
 CO0879.The modeled gravity was interpolated from observed gravity values.
 CO0879
 CO0879;                    North         East    Units  Estimated Accuracy
 CO0879;SPC MS W     -   311,410.      744,890.      MT  (+/- 180 meters Scaled)
 CO0879
 CO0879                          SUPERSEDED SURVEY CONTROL
 CO0879
 CO0879  NGVD 29 (??/??/??)  111.592  (m)          366.11   (f) ADJUSTED    1 1
 CO0879
 CO0879.Superseded values are not recommended for survey control.
 CO0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0879.See file dsdata.txt to determine how the superseded data were derived.
 CO0879
 CO0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA310781(NAD 83)
 CO0879_MARKER: DB = BENCH MARK DISK
 CO0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0879_STAMPING: G 224 1968
 CO0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0879+STABILITY: SURFACE MOTION
 CO0879
 CO0879  HISTORY     - Date     Condition        Report By
 CO0879  HISTORY     - 1968     MONUMENTED       CGS
 CO0879  HISTORY     - 1977     GOOD             MSHD
 CO0879
 CO0879                          STATION DESCRIPTION
 CO0879
 CO0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0879'4.2 MI W FROM PELAHATCHIE.
 CO0879'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0879'PELAHATCHIE, THENCE 0.2 MILE SOUTH ALONG A PAVED ROAD, 400 FEET WEST
 CO0879'OF A BRICK HOUSE ON A HILL, 49 FEET EAST OF THE CENTERLINE OF THE
 CO0879'ROAD, 38 FEET SOUTH OF THE CENTERLINE OF A PAVED DRIVEWAY, 29 1/2 FEET
 CO0879'SOUTHWEST OF A 32-INCH OAK TREE, 7 FEET EAST OF A 12-INCH PINE TREE, 1
 CO0879'1/2 FEET NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 CO0879'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 CO0879'SURFACE OF THE GROUND.
 CO0879
 CO0879                          STATION RECOVERY (1977)
 CO0879
 CO0879'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0879'THE MARK IS LOCATED 3.7 MILES WEST OF PELAHATCHIE IN THE SOUTHEAST
 CO0879'ANGLE OF THE JUNCTION OF A CONCRETE DRIVEWAY WITH A BLACK TOP, 7.5
 CO0879'MILES EAST OF BRANDON ABOUT ABOUT 0.25 MILE NORTH OF THE GULDE SIDING
 CO0879'IN THE SOUTHWEST 1/4 OF SECTION 2, T 5 N, 5 N, R 4 E. IT IS ABOUT 400
 CO0879'FEET WEST OF A BRICK HOUSE, 107 FEET EAST AND ACROSS THE ROAD FROM
 CO0879'THE SOUTHEAST CORNER OF A FRAME HOUSE, 47 FEET WEST OF A 24 INCH OAK,
 CO0879'29.5 FEET SOUTHWEST OF A 30 INCH OAK, 32 FEET SOUTH OF THE SOUTH EDGE
 CO0879'OF THE CONCRETE DRIVE TO THE BRICK HOUSE, 49 FEET EAST OF THE CENTER
 CO0879'OF THE BLACK TOP ROAD, 6 FEET EAST OF A 14 INCH PINE, 1.5 FEET
 CO0879'SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE
 CO0879'POST ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND IS ABOUT 4 INCHES
 CO0879'BELOW THE GROUND. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 43
 CO0879'AND U.S. HIGHWAY 80 AT THE WEST EDGE OF PELAHATCHIE GO WEST ON U.S.
 CO0879'HIGHWAY 80 FOR 3.65 MILES TO A SIDE ROAD AND A CEMETERY ON THE LEFT.
 CO0879'TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.2 MILE TO A DRIVEWAY
 CO0879'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0778 ***********************************************************************
 CP0778  DESIGNATION -  G 225
 CP0778  PID         -  CP0778
 CP0778  STATE/COUNTY-  MS/WARREN
 CP0778  USGS QUAD   -  BOVINA (1972)
 CP0778
 CP0778                         *CURRENT SURVEY CONTROL
 CP0778  ___________________________________________________________________
 CP0778* NAD 83(1986)-  32 21 49.     (N)    090 40 47.     (W)     SCALED    
 CP0778* NAVD 88     -        53.004  (meters)     173.90   (feet)  ADJUSTED  
 CP0778  ___________________________________________________________________
 CP0778  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0778  DYNAMIC HT  -          52.943 (meters)     173.70  (feet)  COMP
 CP0778  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 CP0778
 CP0778  VERT ORDER  -  FIRST     CLASS I
 CP0778
 CP0778.The horizontal coordinates were scaled from a topographic map and have
 CP0778.an estimated accuracy of +/- 6 seconds.
 CP0778
 CP0778.The orthometric height was determined by differential leveling
 CP0778.and adjusted in July 1994.
 CP0778
 CP0778.The geoid height was determined by GEOID03.
 CP0778
 CP0778.The dynamic height is computed by dividing the NAVD 88
 CP0778.geopotential number by the normal gravity value computed on the
 CP0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0778.degrees latitude (g = 980.6199 gals.).
 CP0778
 CP0778.The modeled gravity was interpolated from observed gravity values.
 CP0778
 CP0778;                    North         East    Units  Estimated Accuracy
 CP0778;SPC MS W     -   317,520.      667,400.      MT  (+/- 180 meters Scaled)
 CP0778
 CP0778                          SUPERSEDED SURVEY CONTROL
 CP0778
 CP0778  NAVD 88 (06/15/91)   53.001  (m)          173.89   (f) UNKNOWN     1 1
 CP0778  NGVD 29 (??/??/??)   53.029  (m)          173.98   (f) ADJUSTED    1 1
 CP0778
 CP0778.Superseded values are not recommended for survey control.
 CP0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0778.See file dsdata.txt to determine how the superseded data were derived.
 CP0778
 CP0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR183831(NAD 83)
 CP0778_MARKER: DB = BENCH MARK DISK
 CP0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0778_SP_SET: COPPER-CLAD STEEL ROD
 CP0778_STAMPING: G 225 1968
 CP0778_MARK LOGO: CGS   
 CP0778_PROJECTION: PROJECTING 1 CENTIMETERS
 CP0778_MAGNETIC: I = MARKER IS A STEEL ROD
 CP0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0778+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 CP0778_ROD/PIPE-DEPTH: 31.7 meters
 CP0778
 CP0778  HISTORY     - Date     Condition        Report By
 CP0778  HISTORY     - 1968     MONUMENTED       CGS
 CP0778  HISTORY     - 19920204 GOOD             NGS
 CP0778
 CP0778                          STATION DESCRIPTION
 CP0778
 CP0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CP0778'6.55 MI W FROM EDWARDS.
 CP0778'ABOUT 0.85 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP0778'467 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT EDWARDS, THENCE 0.25
 CP0778'MILE NORTH ALONG STATE HIGHWAY 22, THENCE 5.45 MILES WEST ALONG
 CP0778'INTERSTATE HIGHWAY 20, 87 FEET NORTH OF THE CENTERLINE OF THE NORTH
 CP0778'TRAFFIC LANE OF THE HIGHWAY, 36 FEET NORTHEAST OF A 28-INCH FORKED OAK
 CP0778'TREE, 10 1/2 FEET NORTH OF A 15-INCH HICKORY TREE, 2 FEET SOUTH OF A
 CP0778'FENCE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE
 CP0778'THE LEVEL OF THE HIGHWAY, IN SECTION 14, T 16 N, R 5 E, AND ON THE TOP
 CP0778'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 104 FEET
 CP0778'AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES
 CP0778'ABOVE THE SURFACE OF THE GROUND.
 CP0778
 CP0778                          STATION RECOVERY (1992)
 CP0778
 CP0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0778'14.0 KM (8.70 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0778'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 25.8 M (84.6 FT)
 CP0778'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 1.6 M
 CP0778'(5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 CP0778'FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS
 CP0778'ENCASED IN A 6-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0764 ***********************************************************************
 EH0764  DESIGNATION -  G 226
 EH0764  PID         -  EH0764
 EH0764  STATE/COUNTY-  MS/BOLIVAR
 EH0764  USGS QUAD   -  LACONIA (1982)
 EH0764
 EH0764                         *CURRENT SURVEY CONTROL
 EH0764  ___________________________________________________________________
 EH0764* NAD 83(1986)-  34 06 11.     (N)    090 55 11.     (W)     SCALED    
 EH0764* NAVD 88     -        47.570  (meters)     156.07   (feet)  ADJUSTED  
 EH0764  ___________________________________________________________________
 EH0764  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0764  DYNAMIC HT  -          47.523 (meters)     155.91  (feet)  COMP
 EH0764  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 EH0764
 EH0764  VERT ORDER  -  FIRST     CLASS II
 EH0764
 EH0764.The horizontal coordinates were scaled from a topographic map and have
 EH0764.an estimated accuracy of +/- 6 seconds.
 EH0764
 EH0764.The orthometric height was determined by differential leveling
 EH0764.and adjusted in June 1991.
 EH0764
 EH0764.The geoid height was determined by GEOID03.
 EH0764
 EH0764.The dynamic height is computed by dividing the NAVD 88
 EH0764.geopotential number by the normal gravity value computed on the
 EH0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0764.degrees latitude (g = 980.6199 gals.).
 EH0764
 EH0764.The modeled gravity was interpolated from observed gravity values.
 EH0764
 EH0764;                    North         East    Units  Estimated Accuracy
 EH0764;SPC MS W     -   510,530.      645,890.      MT  (+/- 180 meters Scaled)
 EH0764
 EH0764                          SUPERSEDED SURVEY CONTROL
 EH0764
 EH0764  NGVD 29 (??/??/??)   47.622  (m)          156.24   (f) ADJUSTED    1 2
 EH0764
 EH0764.Superseded values are not recommended for survey control.
 EH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0764.See file dsdata.txt to determine how the superseded data were derived.
 EH0764
 EH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT918755(NAD 83)
 EH0764_MARKER: DB = BENCH MARK DISK
 EH0764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0764_SP_SET: 40 FT.
 EH0764_STAMPING: G 226 1976
 EH0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0764
 EH0764  HISTORY     - Date     Condition        Report By
 EH0764  HISTORY     - 1976     MONUMENTED       NGS
 EH0764  HISTORY     - 1978     MARK NOT FOUND   USGS
 EH0764  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0764
 EH0764                          STATION DESCRIPTION
 EH0764
 EH0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0764'11.4 MI SW FROM RENA LARA.
 EH0764'4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST CHURCH IN
 EH0764'RENA LARA, THENCE 2.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD TO
 EH0764'JUNCTION OF LEVEE, THENCE 1.1 MILES SOUTH ALONG THE LEVEE, THENCE 0.2
 EH0764'MILE SOUTHWEST TO THE ENTRANCE TO THE PUSHMATAHA PLANTATION, THENCE
 EH0764'2.15 MILES SOUTHWEST ACROSS A PLOWED FIELDS ON A DIRT ROAD TO THE OLD
 EH0764'LEVEE, THENCE 0.75 MILE WEST ALONG THE LEVEE, THENCE 0.65 MILE SOUTH
 EH0764'ALONG A DIRT ROAD BORDERING A PLOWED FIELD, 70 YARDS SOUTHWEST OF THE
 EH0764'CENTER OF THE ROAD AND NEAR A ROW OF COTTONWOOD TREES.  A DISK ON TOP
 EH0764'OF A COPPER-COATED STEEL ROD TO A DEPTH OF 40 FEET ENCASED IN A PIPE
 EH0764'PROJECTING +0 INCHES.  ABOUT LEVEL WITH GROUND 1 FOOT SOUTHEAST OF A
 EH0764'WITNESS POST.
 EH0764
 EH0764                          STATION RECOVERY (1978)
 EH0764
 EH0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EH0764'MARK NOT FOUND.
 EH0764
 EH0764                          STATION RECOVERY (1985)
 EH0764
 EH0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0764'NOT RECOVERED, INADEQUATE AND INACCURATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0973 ***********************************************************************
 BV0973  DESIGNATION -  G 23
 BV0973  PID         -  BV0973
 BV0973  STATE/COUNTY-  MS/SIMPSON
 BV0973  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0973
 BV0973                         *CURRENT SURVEY CONTROL
 BV0973  ___________________________________________________________________
 BV0973* NAD 83(1986)-  31 52 24.     (N)    089 43 50.     (W)     SCALED    
 BV0973* NAVD 88     -       131.421  (meters)     431.17   (feet)  ADJUSTED  
 BV0973  ___________________________________________________________________
 BV0973  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV0973  DYNAMIC HT  -         131.265 (meters)     430.66  (feet)  COMP
 BV0973  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 BV0973
 BV0973  VERT ORDER  -  SECOND    CLASS 0
 BV0973
 BV0973.The horizontal coordinates were scaled from a topographic map and have
 BV0973.an estimated accuracy of +/- 6 seconds.
 BV0973
 BV0973.The orthometric height was determined by differential leveling
 BV0973.and adjusted in May 1996.
 BV0973
 BV0973.The geoid height was determined by GEOID03.
 BV0973
 BV0973.The dynamic height is computed by dividing the NAVD 88
 BV0973.geopotential number by the normal gravity value computed on the
 BV0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0973.degrees latitude (g = 980.6199 gals.).
 BV0973
 BV0973.The modeled gravity was interpolated from observed gravity values.
 BV0973
 BV0973;                    North         East    Units  Estimated Accuracy
 BV0973;SPC MS W     -   263,260.      757,030.      MT  (+/- 180 meters Scaled)
 BV0973
 BV0973                          SUPERSEDED SURVEY CONTROL
 BV0973
 BV0973  NGVD 29 (??/??/92)  131.396  (m)          431.09   (f) ADJ UNCH    2 0
 BV0973
 BV0973.Superseded values are not recommended for survey control.
 BV0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0973.See file dsdata.txt to determine how the superseded data were derived.
 BV0973
 BV0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA416296(NAD 83)
 BV0973_MARKER: DB = BENCH MARK DISK
 BV0973_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV0973_SP_SET: BRICK WALL
 BV0973_STAMPING: 431.088 G 23 1934
 BV0973_MARK LOGO: CGS   
 BV0973_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0973+STABILITY: SURFACE MOTION
 BV0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0973+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 BV0973
 BV0973  HISTORY     - Date     Condition        Report By
 BV0973  HISTORY     - 1934     MONUMENTED       CGS
 BV0973  HISTORY     - 1967     GOOD             MSHD
 BV0973  HISTORY     - 1981     GOOD             LOCSUR
 BV0973  HISTORY     - 19890713 GOOD             MSHD
 BV0973
 BV0973                          STATION DESCRIPTION
 BV0973
 BV0973'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0973'IN MAGEE.
 BV0973'LOCATED IN THE SOUTHWEST CORNER OF THE SOUTH BRICK WALL OF THE THIRD
 BV0973'BUILDING EAST OF THE MOST WESTERN OF A GROUP OF SCHOOL BUILDINGS IN
 BV0973'MAGEE AND IS SET VERTICALLY.  IT IS 68 FEET NORTHEAST OF THE FLAG POLE
 BV0973'AND 1.4 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING.  TO REACH
 BV0973'FROM THE U.S. POST OFFICE IN MAGEE, GO SOUTH ON MAIN AVENUE FOR 0.1
 BV0973'MILE TO THE INTERSECTION OF CHOCTAW STREET.  TURN LEFT (EAST) AND
 BV0973'CONTINUE ON CHOCTAW STREET FOR 0.1 MILE TO THE THIRD SCHOOL BUILDING
 BV0973'AND THE MARK ON THE LEFT AS DESCRIBED.
 BV0973
 BV0973                          STATION RECOVERY (1981)
 BV0973
 BV0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BV0973'RECOVERED IN GOOD CONDITION.
 BV0973
 BV0973                          STATION RECOVERY (1989)
 BV0973
 BV0973'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0973'MARK IS LOCATED IN THE FOURTH BUILDING EAST OF THE MOST WESTERN OF A
 BV0973'GROUP OF BUILDINGS AT THE MAGEE ATTENDENCE CENTER IN MAGEE AND IS
 BV0973'NEAR THE SOUTHWEST CORNER OF SECTION 31, T 1N, R 6E.  TO REACH FROM
 BV0973'THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 541 ON THE SOUTH
 BV0973'SIDE OD MAGEE, GO NORTH ON STATE HIGHWAY 541 FOR 0.5 MI (0.8 KM) TO
 BV0973'THE INTERSECTION OF JACKSON AVENUE ( OLD HIGHWAY 49 ), CONTINUE NORTH
 BV0973'ON MAIN AVENUE FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF CHOCTAW
 BV0973'STREET, TURN RIGHT AND GO EAST ON CHOCTAW STREET FOR 0.15 MI (0.24
 BV0973'KM) TO THE SCHOOL AND THE MARK ON THE LEFT JUST BEYOND 2ND AVENUE.
 BV0973'MARK IS A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE FACE OF
 BV0973'THE SOUTH WALL OF THE BRICK OF THE BUILDING, 3 FT (0.9 M) ABOVE THE
 BV0973'GROUND, 94.5 FT (28.8 M) NORTH OF THE CENTER OF CHOCTAW STREET, 68.7
 BV0973'FT (20.9 M) NORTHEAST OF A FLAG POLE, 54 FT (16.5 M) EAST OF THE
 BV0973'PROJECTED CENTER OF 2ND AVENUE AND 1.4 FT (0.4 M) EAST OF THE
 BV0973'SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0339 ***********************************************************************
 BH0339  DESIGNATION -  G 234
 BH0339  PID         -  BH0339
 BH0339  STATE/COUNTY-  MS/JACKSON
 BH0339  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0339
 BH0339                         *CURRENT SURVEY CONTROL
 BH0339  ___________________________________________________________________
 BH0339* NAD 83(1986)-  30 23 15.     (N)    088 37 38.     (W)     SCALED    
 BH0339* NAVD 88     -         4.548  (meters)      14.92   (feet)  ADJUSTED  
 BH0339  ___________________________________________________________________
 BH0339  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH0339  DYNAMIC HT  -           4.542 (meters)      14.90  (feet)  COMP
 BH0339  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BH0339
 BH0339  VERT ORDER  -  FIRST     CLASS I
 BH0339
 BH0339.The horizontal coordinates were scaled from a topographic map and have
 BH0339.an estimated accuracy of +/- 6 seconds.
 BH0339
 BH0339.The orthometric height was determined by differential leveling
 BH0339.and adjusted in June 1991.
 BH0339
 BH0339.The geoid height was determined by GEOID03.
 BH0339
 BH0339.The dynamic height is computed by dividing the NAVD 88
 BH0339.geopotential number by the normal gravity value computed on the
 BH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0339.degrees latitude (g = 980.6199 gals.).
 BH0339
 BH0339.The modeled gravity was interpolated from observed gravity values.
 BH0339
 BH0339;                    North         East    Units  Estimated Accuracy
 BH0339;SPC MS E     -    98,390.      319,810.      MT  (+/- 180 meters Scaled)
 BH0339
 BH0339                          SUPERSEDED SURVEY CONTROL
 BH0339
 BH0339  NGVD 29 (??/??/??)    4.507  (m)           14.79   (f) ADJUSTED    1 1
 BH0339
 BH0339.Superseded values are not recommended for survey control.
 BH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0339.See file dsdata.txt to determine how the superseded data were derived.
 BH0339
 BH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU436628(NAD 83)
 BH0339_MARKER: DB = BENCH MARK DISK
 BH0339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0339_SP_SET: 56.0 FEET
 BH0339_STAMPING: G 234 1968
 BH0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0339
 BH0339  HISTORY     - Date     Condition        Report By
 BH0339  HISTORY     - 1968     MONUMENTED       CGS
 BH0339  HISTORY     - 20050818 GOOD             NGS
 BH0339
 BH0339                          STATION DESCRIPTION
 BH0339
 BH0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0339'5.0 MI W FROM PASCAGOULA.
 BH0339'5.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BH0339'PASCAGOULA STREET IN PASCAGOULA, ABOUT 1.0 MILE WEST OF THE WEST END
 BH0339'OF THE HIGHWAY BRIDGE OVER WEST PASCAGOULA RIVER, AT A NARROW BLACKTOP
 BH0339'ROAD INTERSECTION, 68.5 FEET NORTH OF THE CENTER LINE OF THE WEST
 BH0339'BOUND LANE OF THE HIGHWAY, 65.0 FEET EAST OF THE APPROXIMATE CENTER OF
 BH0339'THE BLACKTOP ROAD LEADING NORTH, 53.5 FEET NORTHEAST OF THE EAST END
 BH0339'OF AN 18-INCH PIPE CULVERT UNDER THE BLACKTOP ROAD, 3.0 FEET EAST OF A
 BH0339'POWER LINE POLE, 0.4 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 BH0339'WITH THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 BH0339'DRIVEN TO A DEPTH OF 56.0 FEET AND PROTECTED BY A 4-INCH METAL PIPE
 BH0339'PROJECTING 0.4 FOOT ABOVE THE GROUND.  IN SECT. 31, T 7 S, R 6 W.
 BH0339
 BH0339                          STATION RECOVERY (2005)
 BH0339
 BH0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0339'COORDINATES ARE N302315.3 W0883739.0
 BH0339'NARROW BLACKTOP ROAD IS SHAW DR.
 BH0339'POLE IS NUMBER 86.
 BH0339'DISK WAS BENT BUT MARK APPEARED SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0252 ***********************************************************************
 BW0252  DESIGNATION -  G 235
 BW0252  PID         -  BW0252
 BW0252  STATE/COUNTY-  MS/PIKE
 BW0252  USGS QUAD   -  MC COMB NORTH (1972)
 BW0252
 BW0252                         *CURRENT SURVEY CONTROL
 BW0252  ___________________________________________________________________
 BW0252* NAD 83(1986)-  31 15 58.     (N)    090 27 47.     (W)     SCALED    
 BW0252* NAVD 88     -       128.783  (meters)     422.52   (feet)  ADJUSTED  
 BW0252  ___________________________________________________________________
 BW0252  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BW0252  DYNAMIC HT  -         128.623 (meters)     421.99  (feet)  COMP
 BW0252  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BW0252
 BW0252  VERT ORDER  -  FIRST     CLASS I
 BW0252
 BW0252.The horizontal coordinates were scaled from a topographic map and have
 BW0252.an estimated accuracy of +/- 6 seconds.
 BW0252
 BW0252.The orthometric height was determined by differential leveling
 BW0252.and adjusted in February 1994.
 BW0252
 BW0252.The geoid height was determined by GEOID03.
 BW0252
 BW0252.The dynamic height is computed by dividing the NAVD 88
 BW0252.geopotential number by the normal gravity value computed on the
 BW0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0252.degrees latitude (g = 980.6199 gals.).
 BW0252
 BW0252.The modeled gravity was interpolated from observed gravity values.
 BW0252
 BW0252;                    North         East    Units  Estimated Accuracy
 BW0252;SPC MS W     -   195,790.      687,650.      MT  (+/- 180 meters Scaled)
 BW0252
 BW0252                          SUPERSEDED SURVEY CONTROL
 BW0252
 BW0252  NAVD 88 (06/15/91)  128.822  (m)          422.64   (f) UNKNOWN     1 1
 BW0252  NGVD 29 (??/??/??)  128.813  (m)          422.61   (f) ADJUSTED    1 1
 BW0252
 BW0252.Superseded values are not recommended for survey control.
 BW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0252.See file dsdata.txt to determine how the superseded data were derived.
 BW0252
 BW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ415618(NAD 83)
 BW0252_MARKER: DB = BENCH MARK DISK
 BW0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0252_SP_SET: CONCRETE POST
 BW0252_STAMPING: G 235 1969
 BW0252_MARK LOGO: CGS   
 BW0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0252+STABILITY: SURFACE MOTION
 BW0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0252+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BW0252
 BW0252  HISTORY     - Date     Condition        Report By
 BW0252  HISTORY     - 1969     MONUMENTED       CGS
 BW0252  HISTORY     - 1977     GOOD             LOCENG
 BW0252  HISTORY     - 19920625 GOOD             NGS
 BW0252
 BW0252                          STATION DESCRIPTION
 BW0252
 BW0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0252'1.65 MI N FROM MCCOMB.
 BW0252'ABOUT 1.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0252'STATION AT MCCOMB, IN SECTION 35, R 7 E, T 4 N, 0.25 MILE SOUTH OF
 BW0252'MILEPOST 805, AT A PRIVATE ROAD CROSSING, 36 FEET SOUTHWEST OF THE
 BW0252'CENTER OF THE ROAD CROSSING THE WEST TRACK, 29 FEET WEST OF THE WEST
 BW0252'RAIL, 17 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 5 1/2 FEET
 BW0252'SOUTH OF A TELEPHONE POLE, 37.5 FEET SOUTHEAST OF THE SOUTH GATE POST
 BW0252'FOR A PRIVATE FENCE, 2 FEET NORTH OF A METAL WITNESS POST, 3 FEET
 BW0252'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BW0252'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE
 BW0252'REACHED BY GOING 1.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 BW0252'FROM THE CROSSING OF ROBB STREET AT SUMMIT.
 BW0252
 BW0252                          STATION RECOVERY (1977)
 BW0252
 BW0252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BW0252'RECOVERED IN GOOD CONDITION.
 BW0252
 BW0252                          STATION RECOVERY (1992)
 BW0252
 BW0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0252'4.3 KM (2.65 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0252'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, 11.5 M (37.7 FT) SOUTHEAST
 BW0252'OF A GATE POST, 8.9 M (29.2 FT) SOUTHWEST OF THE NEAR RAIL, 5.7 M
 BW0252'(18.7 FT) EAST OF A CHAIN-LINK FENCE, 5.2 M (17.1 FT) SOUTH OF THE
 BW0252'CENTER OF A DRIVEWAY LEADING WEST TO A JUNK YARD, 0.6 M (2.0 FT)
 BW0252'ABOVE THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 BW0252'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 BW0252'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0562 ***********************************************************************
 CP0562  DESIGNATION -  G 236
 CP0562  PID         -  CP0562
 CP0562  STATE/COUNTY-  MS/WARREN
 CP0562  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0562
 CP0562                         *CURRENT SURVEY CONTROL
 CP0562  ___________________________________________________________________
 CP0562* NAD 83(1986)-  32 18 43.     (N)    090 54 00.     (W)     SCALED    
 CP0562* NAVD 88     -        57.182  (meters)     187.60   (feet)  ADJUSTED  
 CP0562  ___________________________________________________________________
 CP0562  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0562  DYNAMIC HT  -          57.116 (meters)     187.39  (feet)  COMP
 CP0562  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CP0562
 CP0562  VERT ORDER  -  FIRST     CLASS I
 CP0562
 CP0562.The horizontal coordinates were scaled from a topographic map and have
 CP0562.an estimated accuracy of +/- 6 seconds.
 CP0562
 CP0562.The orthometric height was determined by differential leveling
 CP0562.and adjusted in June 1991.
 CP0562
 CP0562.The geoid height was determined by GEOID03.
 CP0562
 CP0562.The dynamic height is computed by dividing the NAVD 88
 CP0562.geopotential number by the normal gravity value computed on the
 CP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0562.degrees latitude (g = 980.6199 gals.).
 CP0562
 CP0562.The modeled gravity was interpolated from observed gravity values.
 CP0562
 CP0562;                    North         East    Units  Estimated Accuracy
 CP0562;SPC MS W     -   311,880.      646,640.      MT  (+/- 180 meters Scaled)
 CP0562
 CP0562                          SUPERSEDED SURVEY CONTROL
 CP0562
 CP0562  NGVD 29 (??/??/??)   57.216  (m)          187.72   (f) ADJUSTED    1 1
 CP0562
 CP0562.Superseded values are not recommended for survey control.
 CP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0562.See file dsdata.txt to determine how the superseded data were derived.
 CP0562
 CP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR977769(NAD 83)
 CP0562_MARKER: DV = VERTICAL CONTROL DISK
 CP0562_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0562_SP_SET: TUNNEL HEADWALL
 CP0562_STAMPING: G 236 1973
 CP0562_MARK LOGO: NGS   
 CP0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0562+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 CP0562
 CP0562  HISTORY     - Date     Condition        Report By
 CP0562  HISTORY     - 1973     MONUMENTED       NGS
 CP0562  HISTORY     - 1979     GOOD             NGS
 CP0562  HISTORY     - 19960317 GOOD             NGS
 CP0562  HISTORY     - 20000215 GOOD             MSHD
 CP0562
 CP0562                          STATION DESCRIPTION
 CP0562
 CP0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0562'3.25 MI S FROM VICKSBURG.
 CP0562'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND
 CP0562'COURTHOUSE AT VICKSBURG, THENCE 2.85 MILES SOUTH ALONG THE ILLINOIS
 CP0562'CENTRAL RAILROAD, ABOUT 0.2 MILE EAST OF THE EAST END OF THE RAILROAD
 CP0562'BRIDGE OVER THE MISSISSIPPI RIVER, ABOUT 0.15 MILE EAST-SOUTHEAST OF
 CP0562'THE JUNCTION OF U.S. HIGHWAY 61 (WASHINGTON STREET) AND HISTORIC ROUTE
 CP0562'80, AT THE MOST EASTERLY ONE OF THE TWO RAILROAD TUNNELS, 24 FEET
 CP0562'NORTHEAST OF CENTER LINE OF THE EXIT RAMP LEAVING INTERSTATE 20, 1
 CP0562'FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 30 FEET ABOVE THE TRACKS
 CP0562'AND ABOUT LEVEL WITH I-20 EXIT RAMP AND SET IN THE TOP OF THE CENTER
 CP0562'OF THE CONCRETE PORTAL OF THE TUNNEL.  SECTION 32, T 16N, R 3E.
 CP0562
 CP0562                          STATION RECOVERY (1979)
 CP0562
 CP0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP0562'RECOVERED IN GOOD CONDITION.
 CP0562
 CP0562                          STATION RECOVERY (1996)
 CP0562
 CP0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CP0562'0.9 KM (0.55 MI) SOUTHERLY ALONG WASHINGTON STREET (U.S.  HIGHWAY 61)
 CP0562'FROM THE JUNCTION OF CLAY STREET IN VICKSBURG, NEAR THE CENTER OF EAST
 CP0562'CONCRETE HEADWALL OF A NORFOLK SOUTHERN RAILROAD TUNNEL UNDER THE
 CP0562'STREET AND AN INTERSTATE HIGHWAY 20 EXIT RAMP (EXIT 1 A) , 51.0 M
 CP0562'(167.3 FT) NORTHEAST OF THE MISSISSIPPI WELCOME CENTER, 37.2 M (122.0
 CP0562'FT) EAST OF THE STREET CENTERLINE, 7.3 M (24.0 FT) NORTH OF THE CENTER
 CP0562'OF THE EXIT RAMP, AND LEVEL WITH THE EXIT RAMP.
 CP0562
 CP0562                          STATION RECOVERY (2000)
 CP0562
 CP0562'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0562'EXIT FROM I-20 WEST AT EXIT 1A.  VERY DANGEROUS LOCATION FOR SET-UP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0970 ***********************************************************************
 CP0970  DESIGNATION -  G 237
 CP0970  PID         -  CP0970
 CP0970  STATE/COUNTY-  MS/SHARKEY
 CP0970  USGS QUAD   -  CARY (1988)
 CP0970
 CP0970                         *CURRENT SURVEY CONTROL
 CP0970  ___________________________________________________________________
 CP0970* NAD 83(1986)-  32 48 31.     (N)    090 55 28.     (W)     SCALED    
 CP0970* NAVD 88     -        31.906  (meters)     104.68   (feet)  ADJUSTED  
 CP0970  ___________________________________________________________________
 CP0970  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0970  DYNAMIC HT  -          31.871 (meters)     104.56  (feet)  COMP
 CP0970  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CP0970
 CP0970  VERT ORDER  -  FIRST     CLASS I
 CP0970
 CP0970.The horizontal coordinates were scaled from a topographic map and have
 CP0970.an estimated accuracy of +/- 6 seconds.
 CP0970
 CP0970.The orthometric height was determined by differential leveling
 CP0970.and adjusted in July 1994.
 CP0970
 CP0970.The geoid height was determined by GEOID03.
 CP0970
 CP0970.The dynamic height is computed by dividing the NAVD 88
 CP0970.geopotential number by the normal gravity value computed on the
 CP0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0970.degrees latitude (g = 980.6199 gals.).
 CP0970
 CP0970.The modeled gravity was interpolated from observed gravity values.
 CP0970
 CP0970;                    North         East    Units  Estimated Accuracy
 CP0970;SPC MS W     -   366,970.      644,640.      MT  (+/- 180 meters Scaled)
 CP0970
 CP0970                          SUPERSEDED SURVEY CONTROL
 CP0970
 CP0970  NAVD 88 (06/15/91)   31.886  (m)          104.61   (f) UNKNOWN     1 1
 CP0970  NGVD 29 (??/??/92)   31.956  (m)          104.84   (f) ADJ UNCH    1 1
 CP0970
 CP0970.Superseded values are not recommended for survey control.
 CP0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0970.See file dsdata.txt to determine how the superseded data were derived.
 CP0970
 CP0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS943319(NAD 83)
 CP0970_MARKER: DV = VERTICAL CONTROL DISK
 CP0970_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0970_SP_SET: COPPER-CLAD STEEL ROD
 CP0970_STAMPING: G 237 1973
 CP0970_MARK LOGO: NGS   
 CP0970_PROJECTION: FLUSH
 CP0970_MAGNETIC: I = MARKER IS A STEEL ROD
 CP0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0970+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0970_ROD/PIPE-DEPTH: 17.1 meters
 CP0970
 CP0970  HISTORY     - Date     Condition        Report By
 CP0970  HISTORY     - 1973     MONUMENTED       NGS
 CP0970  HISTORY     - 19920130 GOOD             NGS
 CP0970
 CP0970                          STATION DESCRIPTION
 CP0970
 CP0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0970'IN CARY.
 CP0970'79.2 FEET SOUTH OF THE SOUTH FACE OF THE METHODIST CHURCH (BRICK) AT
 CP0970'CARY, 102.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTH
 CP0970'OF THE CENTERLINE OF A PAVED STREET LEADING EAST, 6 FEET
 CP0970'NORTH-NORTHEAST OF A POWER POLE BEARING A STREET LIGHT, 4.4 FEET EAST
 CP0970'OF THE SOUTHWEST PIPE CORNER POST IN A CHAIN LINK FENCE SURROUNDING A
 CP0970'CEMETARY, 0.6 FOOT SOUTH OF A CHAIN LINK, 0.5 FOOT EAST OF A METAL
 CP0970'WITNESS POST, 1 1/2 FEET ABOVE LEVEL OF THE STREET, AND SET ON THE TOP
 CP0970'OF A COPPER COATED STEEL ROD, 4-INCHES BELOW THE GROUND AND PROTECTED
 CP0970'IN A 4-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 CP0970'DEPTH OF 56 FEET.  SECTION 9, T 11N, R 7W.
 CP0970
 CP0970                          STATION RECOVERY (1992)
 CP0970
 CP0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0970'12.2 KM (7.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0970'STATE HIGHWAY 14 IN ROLLING FORK, 31.3 M (102.7 FT) EAST OF AND LEVEL
 CP0970'WITH THE HIGHWAY CENTERLINE, 24.2 M (79.4 FT) SOUTH OF THE SOUTH FACE
 CP0970'OF THE CARY UNITED METHODIST CHURCH, 1.9 M (6.2 FT) NORTHWEST OF A
 CP0970'UTILITY LIGHT POLE WITH 2 GUY CABLES, 1.3 M (4.3 FT) EAST OF THE
 CP0970'SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A CEMETERY, AND 0.2
 CP0970'M (0.7 FT) SOUTH OF THE FENCE.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 CP0970'METAL PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1333 ***********************************************************************
 DK1333  DESIGNATION -  G 239
 DK1333  PID         -  DK1333
 DK1333  STATE/COUNTY-  MS/WASHINGTON
 DK1333  USGS QUAD   -  WAYSIDE (1970)
 DK1333
 DK1333                         *CURRENT SURVEY CONTROL
 DK1333  ___________________________________________________________________
 DK1333* NAD 83(1986)-  33 20 29.     (N)    091 02 32.     (W)     SCALED    
 DK1333* NAVD 88     -        36.145  (meters)     118.59   (feet)  ADJUSTED  
 DK1333  ___________________________________________________________________
 DK1333  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK1333  DYNAMIC HT  -          36.107 (meters)     118.46  (feet)  COMP
 DK1333  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DK1333
 DK1333  VERT ORDER  -  FIRST     CLASS I
 DK1333
 DK1333.The horizontal coordinates were scaled from a topographic map and have
 DK1333.an estimated accuracy of +/- 6 seconds.
 DK1333
 DK1333.The orthometric height was determined by differential leveling
 DK1333.and adjusted in June 1991.
 DK1333
 DK1333.The geoid height was determined by GEOID03.
 DK1333
 DK1333.The dynamic height is computed by dividing the NAVD 88
 DK1333.geopotential number by the normal gravity value computed on the
 DK1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1333.degrees latitude (g = 980.6199 gals.).
 DK1333
 DK1333.The modeled gravity was interpolated from observed gravity values.
 DK1333
 DK1333;                    North         East    Units  Estimated Accuracy
 DK1333;SPC MS W     -   426,120.      634,010.      MT  (+/- 180 meters Scaled)
 DK1333
 DK1333                          SUPERSEDED SURVEY CONTROL
 DK1333
 DK1333  NGVD 29 (??/??/??)   36.192  (m)          118.74   (f) ADJUSTED    1 1
 DK1333
 DK1333.Superseded values are not recommended for survey control.
 DK1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1333.See file dsdata.txt to determine how the superseded data were derived.
 DK1333
 DK1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS821908(NAD 83)
 DK1333_MARKER: DB = BENCH MARK DISK
 DK1333_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1333+WITH SETTING: INTO GROUND
 DK1333_STAMPING: G 239 1973
 DK1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1333+STABILITY: SURFACE MOTION
 DK1333
 DK1333  HISTORY     - Date     Condition        Report By
 DK1333  HISTORY     - 1973     MONUMENTED       NGS
 DK1333  HISTORY     - 1974     GOOD             NGS
 DK1333  HISTORY     - 19920128 MARK NOT FOUND   NGS
 DK1333
 DK1333                          STATION DESCRIPTION
 DK1333
 DK1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1333'4 MI S FROM GREENVILLE.
 DK1333'ABOUT 4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM ITS INTERSECTION WITH
 DK1333'U.S. HIGHWAY 82, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST TO
 DK1333'SWIFTWATER, 85 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 80.7 FEET
 DK1333'WEST OF THE CENTER LINE OF THE HIGHWAY, 18.4 FEET SOUTHEAST OF THE
 DK1333'CENTER LINE OF THE ROAD LEADING SOUTHWEST, 5.4 FEET SOUTH-SOUTHWEST OF
 DK1333'A POWER POLE, 3.9 FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST,
 DK1333'0.7 FOOT NORTH OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE
 DK1333'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 DK1333'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW LEVEL OF
 DK1333'THE GROUND AND PROTECHTED BY A 4-INCH STEEL PIPE FLUSH WITH THE
 DK1333'GROUND.  SEC. 10, T 17N, R 8W.
 DK1333
 DK1333                          STATION RECOVERY (1992)
 DK1333
 DK1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1333'THE ROD WAS FOUND AT THE DESCRIBED LOCATION WITH THE DISK MISSING.
 DK1333'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0312 ***********************************************************************
 CP0312  DESIGNATION -  G 24
 CP0312  PID         -  CP0312
 CP0312  STATE/COUNTY-  MS/HINDS
 CP0312  USGS QUAD   -  JACKSON (1998)
 CP0312
 CP0312                         *CURRENT SURVEY CONTROL
 CP0312  ___________________________________________________________________
 CP0312* NAD 83(1986)-  32 17 15.     (N)    090 10 48.     (W)     SCALED    
 CP0312* NAVD 88     -        84.522  (meters)     277.30   (feet)  ADJUSTED  
 CP0312  ___________________________________________________________________
 CP0312  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0312  DYNAMIC HT  -          84.428 (meters)     276.99  (feet)  COMP
 CP0312  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CP0312
 CP0312  VERT ORDER  -  FIRST     CLASS I
 CP0312
 CP0312.The horizontal coordinates were scaled from a topographic map and have
 CP0312.an estimated accuracy of +/- 6 seconds.
 CP0312
 CP0312.The orthometric height was determined by differential leveling
 CP0312.and adjusted in June 1991.
 CP0312
 CP0312.The geoid height was determined by GEOID03.
 CP0312
 CP0312.The dynamic height is computed by dividing the NAVD 88
 CP0312.geopotential number by the normal gravity value computed on the
 CP0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0312.degrees latitude (g = 980.6199 gals.).
 CP0312
 CP0312.The modeled gravity was interpolated from observed gravity values.
 CP0312
 CP0312;                    North         East    Units  Estimated Accuracy
 CP0312;SPC MS W     -   309,040.      714,440.      MT  (+/- 180 meters Scaled)
 CP0312
 CP0312                          SUPERSEDED SURVEY CONTROL
 CP0312
 CP0312  NGVD 29 (??/??/??)   84.532  (m)          277.34   (f) ADJUSTED    1 1
 CP0312
 CP0312.Superseded values are not recommended for survey control.
 CP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0312.See file dsdata.txt to determine how the superseded data were derived.
 CP0312
 CP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR655757(NAD 83)
 CP0312_MARKER: DB = BENCH MARK DISK
 CP0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0312_SP_SET: BRIDGE
 CP0312_STAMPING: G 24 1934
 CP0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0312
 CP0312  HISTORY     - Date     Condition        Report By
 CP0312  HISTORY     - 1934     MONUMENTED       CGS
 CP0312  HISTORY     - 1977     GOOD             MSHD
 CP0312  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CP0312  HISTORY     - 19920610 MARK NOT FOUND   NGS
 CP0312
 CP0312                          STATION DESCRIPTION
 CP0312
 CP0312'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0312'0.9 MI SE FROM JACKSON.
 CP0312'THE MARK IS LOCATED 0.9 MILE SOUTHEAST OF THE CENTER OF DOWNTOWN
 CP0312'JACKSON IN THE SOUTH END OF THE WEST ABUTMENT OF THE I.C.G. RAILROAD
 CP0312'BRIDGE OVER THE PEARL RIVER IN THE SOUTHEAST 1/4 OF SECTION 10, T 5N,
 CP0312'R 1E.  IT IS 3.5 FEET SOUTH OF THE SOUTH RAIL SET IN A DRILL HOLE IN
 CP0312'THE SOUTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE NO. VM 94-4 AND
 CP0312'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM
 CP0312'THE OLD CAPITOL BUILDING AT THE EAST END OF CAPTIOL STREET IN JACKSON
 CP0312'GO SOUTH ON STATE STREET FOR 0.8 MILE TO THE CROSSING OF THE I.C.G.
 CP0312'RAILROAD TRACK.  THENCE EAST ALONG THE RAILROAD TRACK FOR ABOUT 0.2
 CP0312'MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.  NOTE-- THE MARK IS IN A
 CP0312'CONCRETE CAPED BRICK ABUTMENT AND IS LEANING TO THE EAST BECAUSE THE
 CP0312'BRICK ARE GIVING WAY.  THE MARK SHOULD BE USED WITH CAUTION.
 CP0312
 CP0312                          STATION RECOVERY (1990)
 CP0312
 CP0312'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0312'MARK NOT FOUND.
 CP0312
 CP0312                          STATION RECOVERY (1992)
 CP0312
 CP0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0312'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1273 ***********************************************************************
 DK1273  CBN         -  This is a Cooperative Base Network Control Station.
 DK1273  DESIGNATION -  G 240
 DK1273  PID         -  DK1273
 DK1273  STATE/COUNTY-  MS/WASHINGTON
 DK1273  USGS QUAD   -  AVON (1970)
 DK1273
 DK1273                         *CURRENT SURVEY CONTROL
 DK1273  ___________________________________________________________________
 DK1273* NAD 83(2007)-  33 07 39.11503(N)    091 04 42.29029(W)     ADJUSTED  
 DK1273* NAVD 88     -        34.106  (meters)     111.90   (feet)  ADJUSTED  
 DK1273  ___________________________________________________________________
 DK1273  EPOCH DATE  -        2002.00
 DK1273  X           -    -100,630.194 (meters)                     COMP
 DK1273  Y           -  -5,345,817.763 (meters)                     COMP
 DK1273  Z           -   3,465,816.529 (meters)                     COMP
 DK1273  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DK1273  ELLIP HEIGHT-           7.884 (meters)          (02/10/07) ADJUSTED
 DK1273  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK1273  DYNAMIC HT  -          34.070 (meters)     111.78  (feet)  COMP
 DK1273
 DK1273  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK1273  Type    PID    Designation                      North   East  Ellip
 DK1273  -------------------------------------------------------------------
 DK1273  NETWORK DK1273 G 240                             0.74   0.61   1.18
 DK1273  -------------------------------------------------------------------
 DK1273  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 DK1273
 DK1273  VERT ORDER  -  FIRST     CLASS I
 DK1273
 DK1273.The horizontal coordinates were established by GPS observations
 DK1273.and adjusted by the National Geodetic Survey in February 2007.
 DK1273
 DK1273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1273.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1273.The horizontal coordinates are valid at the epoch date displayed above.
 DK1273.The epoch date for horizontal control is a decimal equivalence
 DK1273.of Year/Month/Day.
 DK1273
 DK1273.The orthometric height was determined by differential leveling
 DK1273.and adjusted in June 1991.
 DK1273
 DK1273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1273
 DK1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1273
 DK1273.The ellipsoidal height was determined by GPS observations
 DK1273.and is referenced to NAD 83.
 DK1273
 DK1273.The geoid height was determined by GEOID03.
 DK1273
 DK1273.The dynamic height is computed by dividing the NAVD 88
 DK1273.geopotential number by the normal gravity value computed on the
 DK1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1273.degrees latitude (g = 980.6199 gals.).
 DK1273
 DK1273.The modeled gravity was interpolated from observed gravity values.
 DK1273
 DK1273;                    North         East     Units Scale Factor Converg.
 DK1273;SPC MS W     -   402,429.730   630,472.847   MT  1.00000958   -0 24 25.9
 DK1273;SPC MS W     - 1,320,304.87  2,068,476.33   sFT  1.00000958   -0 24 25.9
 DK1273;UTM  15      - 3,667,068.479   679,261.505   MT  0.99999622   +1 03 01.6
 DK1273
 DK1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1273!SPC MS W     -   0.99999876  x   1.00000958  =   1.00000834
 DK1273!UTM  15      -   0.99999876  x   0.99999622  =   0.99999498
 DK1273
 DK1273                          SUPERSEDED SURVEY CONTROL
 DK1273
 DK1273  NAD 83(1993)-  33 07 39.11496(N)    091 04 42.28988(W) AD(       ) B
 DK1273  ELLIP H (11/18/03)    7.877  (m)                       GP(       ) 4 1
 DK1273  ELLIP H (04/15/02)    7.811  (m)                       GP(       ) 4 2
 DK1273  NAD 83(1993)-  33 07 39.11579(N)    091 04 42.28996(W) AD(       ) B
 DK1273  ELLIP H (02/15/02)    7.817  (m)                       GP(       ) 4 1
 DK1273  NAVD 88 (03/17/04)   34.11   (m)          111.9    (f) LEVELING    3  
 DK1273  NGVD 29 (??/??/??)   34.146  (m)          112.03   (f) ADJUSTED    1 1
 DK1273
 DK1273.Superseded values are not recommended for survey control.
 DK1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1273.See file dsdata.txt to determine how the superseded data were derived.
 DK1273
 DK1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7926267068(NAD 83)
 DK1273_MARKER: DV = VERTICAL CONTROL DISK
 DK1273_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1273+WITH SETTING: INTO GROUND
 DK1273_SP_SET: METAL ROD WITH BASE PLATE
 DK1273_STAMPING: G 240 1974
 DK1273_MARK LOGO: NGS   
 DK1273_PROJECTION: FLUSH
 DK1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1273+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 DK1273_ROD/PIPE-DEPTH: 1.20 meters
 DK1273
 DK1273  HISTORY     - Date     Condition        Report By
 DK1273  HISTORY     - 1974     MONUMENTED       NGS
 DK1273  HISTORY     - 19920129 GOOD             NGS
 DK1273  HISTORY     - 20000201 GOOD             NGS
 DK1273  HISTORY     - 20020723 GOOD             PYBURN
 DK1273  HISTORY     - 20020916 GOOD             PYBURN
 DK1273  HISTORY     - 20030731 GOOD             EMCINC
 DK1273  HISTORY     - 20061128 GOOD             EMCINC
 DK1273
 DK1273                          STATION DESCRIPTION
 DK1273
 DK1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1273'7.35 MI S FROM AVON.
 DK1273'ABOUT 6.20 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE AVON METHODIST
 DK1273'CHURCH AT AVON, THENCE 1.15 MILES SOUTHWEST ALONG OLD HIGHWAY 1, AT
 DK1273'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 33 FEET NORTHWEST OF THE
 DK1273'CENTER LINE OF THE OLD HIGHWAY, 74.5 FEET SOUTHWEST OF THE CENTER LINE
 DK1273'OF THE JUNCTION, 68.7 FEET WEST AND ACROSS THE ROAD FROM A POWER POLE,
 DK1273'13 FEET WEST OF A CORNER POST FOR T FENCE JUNCTION, 12 FEET NORTHWEST
 DK1273'OF THE NORTHEAST, SOUTHWEST FENCE, 0.7 FOOT SOUTH OF THE EAST-WEST
 DK1273'FENCE, 0.7 FOOT EAST OF A METAL WITNESS POST, 0.5 FOOT BELOW LEVEL OF
 DK1273'THE ROAD, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 DK1273'ATTACHED TO A METAL BASE PLATE.  THE DISK IS PROJECTING 0.3 FOOT AND
 DK1273'PROTECTED IN A 4-INCH STEEL PIPE PROJECTING 0.4 FOOT. SEC. 16, T 15N,
 DK1273'R 9W..
 DK1273
 DK1273                          STATION RECOVERY (1992)
 DK1273
 DK1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1273'31.2 KM (19.40 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1273'OF U.S. HIGHWAY 82 IN GREENVILLE, THENCE 1.2 KM (0.75 MI) WESTERLY
 DK1273'ALONG NELSON ROAD, 22.7 M (74.5 FT) SOUTHWEST OF THE EXTENDED CENTER
 DK1273'OF THE ROAD, 21.0 M (68.9 FT) WEST OF UTILITY POLE NUMBER 59, 10.1 M
 DK1273'(33.1 FT) NORTHWEST OF THE CENTERLINE OF PATTON ROAD, 3.7 M
 DK1273'(12.1 FT) NORTHWEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS
 DK1273'POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF PATTON ROAD.  NOTE--THE
 DK1273'DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.05 M (0.16 FT)
 DK1273'ABOVE THE GROUND SURFACE.
 DK1273
 DK1273                          STATION RECOVERY (2000)
 DK1273
 DK1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK1273'RECOVERED.  STATION IS LOCATED NEAR THE MISSISSIPPI RIVER SOUTH OF
 DK1273'GREENVILLE, WEST OF HOLLANDALE, AND NORTHWEST OF ROLLING FORK, ON
 DK1273'PROPERTY OWNED BY E.H. NELSON.  TO REACH THE STATION FROM THE
 DK1273'INTERSECTION OF ROUTES 12 AND 1 WEST OF HOLLANDALE, DRIVE SOUTH ON
 DK1273'ROUTE 1 2.2 MILES (3.5 KM) TO PATTON RD. (PAVED) ON RIGHT.  BEAR RIGHT
 DK1273'ON PATTON RD. AND PROCEED 1.2 MILES (1.9 KM) SOUTH, PAST THE
 DK1273'WASHINGTON COUNTY ROAD DEPT. SHOP, TO THE STATION ON THE RIGHT, IN THE
 DK1273'EDGE OF A CULTIVATED FIELD, JUST SOUTH OF THE INTERSECTION WITH NELSON
 DK1273'RD. TO THE LEFT.  THE STATION IS A DISK ON A ROD, PROTECTED BY A 15 CM
 DK1273'PVC PIPE INSIDE A 30 CM STEEL CULVERT PIPE, AND PROJECTING ABOUT 15
 DK1273'CM.  IT IS 22.5 M (73.8 FT) SW OF THE CENTER OF THE INTERSECTION WITH
 DK1273'NELSON RD., 21 M (68.9 FT) WEST OF UTILITY POLE NO. 59 ACROSS THE
 DK1273'ROAD, 10 M (32.8 FT) NW OF THE CENTER OF PATTON RD. (CONC. IN THIS
 DK1273'SECTION), AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  THE FENCE
 DK1273'MENTIONED PREVIOUSLY IS GONE.  AT THIS DATE, THE SITE WAS OPEN FOR GPS
 DK1273'OBSERVATIONS.
 DK1273
 DK1273                          STATION RECOVERY (2002)
 DK1273
 DK1273'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1273'RECOVERED AS DESCRIBED
 DK1273'IPYBURN
 DK1273'
 DK1273
 DK1273                          STATION RECOVERY (2002)
 DK1273
 DK1273'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1273'RECOVERED AS DESCRIBEDIPYBURN
 DK1273' 
 DK1273'
 DK1273
 DK1273                          STATION RECOVERY (2003)
 DK1273
 DK1273'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DK1273'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DK1273'CONDITION.
 DK1273
 DK1273                          STATION RECOVERY (2006)
 DK1273
 DK1273'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1011 ***********************************************************************
 DK1011  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1011  DESIGNATION -  G 241
 DK1011  PID         -  DK1011
 DK1011  STATE/COUNTY-  MS/BOLIVAR
 DK1011  USGS QUAD   -  SCOTT (1972)
 DK1011
 DK1011                         *CURRENT SURVEY CONTROL
 DK1011  ___________________________________________________________________
 DK1011* NAD 83(2007)-  33 35 54.99756(N)    091 04 50.82733(W)     ADJUSTED  
 DK1011* NAVD 88     -        43.41   (meters)     142.4    (feet)  GPS OBS   
 DK1011  ___________________________________________________________________
 DK1011  EPOCH DATE  -        2002.00
 DK1011  X           -    -100,309.621 (meters)                     COMP
 DK1011  Y           -  -5,317,092.947 (meters)                     COMP
 DK1011  Z           -   3,509,458.873 (meters)                     COMP
 DK1011  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DK1011  ELLIP HEIGHT-          16.844 (meters)          (02/10/07) ADJUSTED
 DK1011  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1011
 DK1011  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK1011  Type    PID    Designation                      North   East  Ellip
 DK1011  -------------------------------------------------------------------
 DK1011  NETWORK DK1011 G 241                             0.94   0.84   1.41
 DK1011  -------------------------------------------------------------------
 DK1011
 DK1011.The horizontal coordinates were established by GPS observations
 DK1011.and adjusted by the National Geodetic Survey in February 2007.
 DK1011
 DK1011.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1011.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1011.The horizontal coordinates are valid at the epoch date displayed above.
 DK1011.The epoch date for horizontal control is a decimal equivalence
 DK1011.of Year/Month/Day.
 DK1011
 DK1011.The orthometric height was determined by GPS observations and a
 DK1011.high-resolution geoid model.
 DK1011.The orthometric height was determined by GPS observations and a
 DK1011.high-resolution geoid model using precise GPS observation and
 DK1011.processing techniques. It supersedes the leveled height previously
 DK1011.determined for this station.
 DK1011
 DK1011.Photographs are available for this station.
 DK1011
 DK1011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1011
 DK1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1011
 DK1011.The ellipsoidal height was determined by GPS observations
 DK1011.and is referenced to NAD 83.
 DK1011
 DK1011.The geoid height was determined by GEOID03.
 DK1011
 DK1011;                    North         East     Units Scale Factor Converg.
 DK1011;SPC MS W     -   454,678.220   630,626.409   MT  1.00000931   -0 24 49.1
 DK1011;SPC MS W     - 1,491,723.46  2,068,980.14   sFT  1.00000931   -0 24 49.1
 DK1011;UTM  15      - 3,719,302.951   678,077.590   MT  0.99999096   +1 03 44.3
 DK1011
 DK1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1011!SPC MS W     -   0.99999736  x   1.00000931  =   1.00000667
 DK1011!UTM  15      -   0.99999736  x   0.99999096  =   0.99998832
 DK1011
 DK1011                          SUPERSEDED SURVEY CONTROL
 DK1011
 DK1011  NAD 83(1993)-  33 35 54.99727(N)    091 04 50.82670(W) AD(       ) 1
 DK1011  ELLIP H (03/17/04)   16.830  (m)                       GP(       ) 4 2
 DK1011  NAVD 88 (07/07/94)   43.382  (m)          142.33   (f) ADJUSTED    1 1
 DK1011  NAVD 88 (06/15/91)   43.393  (m)          142.37   (f) UNKNOWN     1 1
 DK1011  NGVD 29 (??/??/??)   43.458  (m)          142.58   (f) ADJUSTED    1 1
 DK1011
 DK1011.Superseded values are not recommended for survey control.
 DK1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1011.See file dsdata.txt to determine how the superseded data were derived.
 DK1011
 DK1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7807819303(NAD 83)
 DK1011_MARKER: DV = VERTICAL CONTROL DISK
 DK1011_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK1011_SP_SET: ABUTMENT
 DK1011_STAMPING: G 241 1974
 DK1011_MARK LOGO: NGS   
 DK1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1011+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 DK1011
 DK1011  HISTORY     - Date     Condition        Report By
 DK1011  HISTORY     - 1974     MONUMENTED       NGS
 DK1011  HISTORY     - 19920128 GOOD             NGS
 DK1011  HISTORY     - 20020914 GOOD             PYBURN
 DK1011  HISTORY     - 20030729 GOOD             EMCINC
 DK1011
 DK1011                          STATION DESCRIPTION
 DK1011
 DK1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1011'0.05 MI NE FROM SCOTT.
 DK1011'ABOUT 0.05 MILE NORTHEAST ALONG STATE
 DK1011'HIGHWAY 1 FROM THE JUNCTION WITH THE PAVED ROAD LEADING SOUTHEAST TO
 DK1011'SCOTT, 22.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 DK1011'BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP NORTHWEST END OF THE
 DK1011'SOUTH CONCRETE ABUTMENT TO A LARGE BRIDGE OVER INLET TO LAKE BOLIVAR.
 DK1011'SECTION 13, T 20N, R 8W.
 DK1011
 DK1011                          STATION RECOVERY (1992)
 DK1011
 DK1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1011'23.3 KM (14.45 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1011'OF U.S. HIGHWAY 82 IN GREENVILLE, IN TOP OF AND 0.3 M (1.0 FT)
 DK1011'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 DK1011'THE HIGHWAY BRIDGE SPANNING DEER STRAIGHT BAYOU, 6.8 M (22.3 FT)
 DK1011'NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE
 DK1011'LEVEL OF THE HIGHWAY.
 DK1011
 DK1011                          STATION RECOVERY (2002)
 DK1011
 DK1011'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1011'RECOVERED AS DESCRIBEDIPYBURN
 DK1011
 DK1011                          STATION RECOVERY (2003)
 DK1011
 DK1011'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DK1011'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DK1011'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0572 ***********************************************************************
 DK0572  DESIGNATION -  G 242
 DK0572  PID         -  DK0572
 DK0572  STATE/COUNTY-  MS/BOLIVAR
 DK0572  USGS QUAD   -  GUNNISON (1969)
 DK0572
 DK0572                         *CURRENT SURVEY CONTROL
 DK0572  ___________________________________________________________________
 DK0572* NAD 83(1986)-  33 56 29.     (N)    090 56 36.     (W)     SCALED    
 DK0572* NAVD 88     -        46.587  (meters)     152.84   (feet)  ADJUSTED  
 DK0572  ___________________________________________________________________
 DK0572  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0572  DYNAMIC HT  -          46.541 (meters)     152.69  (feet)  COMP
 DK0572  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 DK0572
 DK0572  VERT ORDER  -  FIRST     CLASS I
 DK0572
 DK0572.The horizontal coordinates were scaled from a topographic map and have
 DK0572.an estimated accuracy of +/- 6 seconds.
 DK0572
 DK0572.The orthometric height was determined by differential leveling
 DK0572.and adjusted in July 1994.
 DK0572
 DK0572.The geoid height was determined by GEOID03.
 DK0572
 DK0572.The dynamic height is computed by dividing the NAVD 88
 DK0572.geopotential number by the normal gravity value computed on the
 DK0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0572.degrees latitude (g = 980.6199 gals.).
 DK0572
 DK0572.The modeled gravity was interpolated from observed gravity values.
 DK0572
 DK0572;                    North         East    Units  Estimated Accuracy
 DK0572;SPC MS W     -   492,610.      643,610.      MT  (+/- 180 meters Scaled)
 DK0572
 DK0572                          SUPERSEDED SURVEY CONTROL
 DK0572
 DK0572  NAVD 88 (06/15/91)   46.593  (m)          152.86   (f) UNKNOWN     1 1
 DK0572  NGVD 29 (??/??/??)   46.651  (m)          153.05   (f) ADJUSTED    1 1
 DK0572
 DK0572.Superseded values are not recommended for survey control.
 DK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0572.See file dsdata.txt to determine how the superseded data were derived.
 DK0572
 DK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT900575(NAD 83)
 DK0572_MARKER: DV = VERTICAL CONTROL DISK
 DK0572_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0572+WITH SETTING: INTO GROUND
 DK0572_SP_SET: METAL ROD WITH BASE PLATE
 DK0572_STAMPING: G 242 1974
 DK0572_MARK LOGO: NGS   
 DK0572_PROJECTION: RECESSED 10 CENTIMETERS
 DK0572_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0572+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DK0572_ROD/PIPE-DEPTH: 1.2  meters
 DK0572
 DK0572  HISTORY     - Date     Condition        Report By
 DK0572  HISTORY     - 1974     MONUMENTED       NGS
 DK0572  HISTORY     - 19920124 GOOD             NGS
 DK0572  HISTORY     - 20030714 GOOD             USACE
 DK0572
 DK0572                          STATION DESCRIPTION
 DK0572
 DK0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0572'IN GUNNISON.
 DK0572'AT GUNNISON, 0.05 MILE SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE
 DK0572'GUNNISON BAPTIST CHURCH, 38.9 FEET NORTHWEST OF THE CENTER LINE OF THE
 DK0572'HIGHWAY, 35.5 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD
 DK0572'LEADING NORTHWEST INTO BUSINESS SECTION OF TOWN, 2.6 FEET SOUTH OF THE
 DK0572'NORTHEAST CORNER POST FOR A CHAIN LINK FENCE AROUND A VACANT LOT, 1
 DK0572'FOOT SOUTHEAST OF THE FENCE, 1.3 FOOT EAST-NORTHEAST OF A METAL
 DK0572'WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A
 DK0572'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 DK0572'THE DISK IS 0.3 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A
 DK0572'4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.  SECTION 8, T 24N, R 7W.
 DK0572
 DK0572                          STATION RECOVERY (1992)
 DK0572
 DK0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0572'13.7 KM (8.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 DK0572'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, IN THE COMMUNITY OF
 DK0572'GUNNISON, 11.7 M (38.4 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.2
 DK0572'M (36.7 FT) SOUTHWEST OF A PAVED ROAD LEADING TO THE MISSISSIPPI
 DK0572'RIVER LEVEE, 2.8 M (9.2 FT) SOUTH OF UTILITY POLE NUMBER 500, 0.7 M
 DK0572'(2.3 FT) SOUTH OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE, 0.6 M
 DK0572'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A
 DK0572'WITNESS POST, AND 0.3 M (1.0 FT) SOUTHEAST OF A FENCE.  NOTE--THE
 DK0572'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT)
 DK0572'BELOW THE GROUND SURFACE.
 DK0572
 DK0572                          STATION RECOVERY (2003)
 DK0572
 DK0572'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0111 ***********************************************************************
 EH0111  DESIGNATION -  G 243
 EH0111  PID         -  EH0111
 EH0111  STATE/COUNTY-  MS/DE SOTO
 EH0111  USGS QUAD   -  BANKS (1982)
 EH0111
 EH0111                         *CURRENT SURVEY CONTROL
 EH0111  ___________________________________________________________________
 EH0111* NAD 83(1986)-  34 49 29.     (N)    090 11 06.     (W)     SCALED    
 EH0111* NAVD 88     -        91.692  (meters)     300.83   (feet)  ADJUSTED  
 EH0111  ___________________________________________________________________
 EH0111  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EH0111  DYNAMIC HT  -          91.605 (meters)     300.54  (feet)  COMP
 EH0111  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 EH0111
 EH0111  VERT ORDER  -  FIRST     CLASS I
 EH0111
 EH0111.The horizontal coordinates were scaled from a topographic map and have
 EH0111.an estimated accuracy of +/- 6 seconds.
 EH0111
 EH0111.The orthometric height was determined by differential leveling
 EH0111.and adjusted in June 1991.
 EH0111
 EH0111.The geoid height was determined by GEOID03.
 EH0111
 EH0111.The dynamic height is computed by dividing the NAVD 88
 EH0111.geopotential number by the normal gravity value computed on the
 EH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0111.degrees latitude (g = 980.6199 gals.).
 EH0111
 EH0111.The modeled gravity was interpolated from observed gravity values.
 EH0111
 EH0111;                    North         East    Units  Estimated Accuracy
 EH0111;SPC MS W     -   590,440.      713,570.      MT  (+/- 180 meters Scaled)
 EH0111
 EH0111                          SUPERSEDED SURVEY CONTROL
 EH0111
 EH0111  NGVD 29 (??/??/??)   91.702  (m)          300.86   (f) ADJUSTED    1 1
 EH0111
 EH0111.Superseded values are not recommended for survey control.
 EH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0111.See file dsdata.txt to determine how the superseded data were derived.
 EH0111
 EH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574572(NAD 83)
 EH0111_MARKER: DV = VERTICAL CONTROL DISK
 EH0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0111_SP_SET: COPPER-CLAD STEEL ROD
 EH0111_STAMPING: G 243 1974
 EH0111_MARK LOGO: NGS   
 EH0111_PROJECTION: RECESSED 10 CENTIMETERS
 EH0111_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0111+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0111_ROD/PIPE-DEPTH: 14.6 meters
 EH0111
 EH0111  HISTORY     - Date     Condition        Report By
 EH0111  HISTORY     - 1974     MONUMENTED       NGS
 EH0111  HISTORY     - 19911112 GOOD             NGS
 EH0111  HISTORY     - 20030529 GOOD             USACE
 EH0111
 EH0111                          STATION DESCRIPTION
 EH0111
 EH0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0111'2.25 MI W FROM EUDORA.
 EH0111'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 304 FROM THE FIRST BAPTIST
 EH0111'CHURCH AT EUDORA, 58.7 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 EH0111'304, 32 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD AT THE ENTRANCE
 EH0111'TO DELTA RIDGE ADDITION, 7 FEET WEST-NORTHWEST OF POWER POLE 4-5
 EH0111'BRACED BY 5 GUY WIRES, 1.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 EH0111'THE NORTH END OF A STONE WALL ON THE WEST SIDE OF THE ENTRANCE, 0.8
 EH0111'FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY
 EH0111'AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH BELOW LEVEL OF THE
 EH0111'GROUND AND PROTECTED BY A 4-INCH IRON PIPE FLUSH WITH THE GROUND. THE
 EH0111'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  SECTION 18, T 3S, R 9W.
 EH0111
 EH0111                          STATION RECOVERY (1991)
 EH0111
 EH0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0111'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0111'OFFICE IN WALLS, THENCE 10.8 KM (6.70 MI) EASTERLY ALONG STATE
 EH0111'HIGHWAY 304, 17.8 M (58.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.5 M
 EH0111'(31.2 FT) WEST OF THE CENTER OF SEQUOYAH DRIVE (CHICKASAW BLUFF LAKE
 EH0111'ESTATES ENTRANCE ROAD), 2.0 M (6.6 FT) WEST OF UTILITY LIGHT POLE
 EH0111'NUMBER 4215 WITH A TRANSFORMER AND AN UNDERGROUND CABLE JUNCTION BOX
 EH0111'ATTACHED, 0.4 M (1.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EH0111'NORTH END OF A STONE WALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 EH0111'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS
 EH0111'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 EH0111
 EH0111                          STATION RECOVERY (2003)
 EH0111
 EH0111'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0388 ***********************************************************************
 EH0388  DESIGNATION -  G 244
 EH0388  PID         -  EH0388
 EH0388  STATE/COUNTY-  MS/COAHOMA
 EH0388  USGS QUAD   -  FRIARS POINT (1964)
 EH0388
 EH0388                         *CURRENT SURVEY CONTROL
 EH0388  ___________________________________________________________________
 EH0388* NAD 83(1986)-  34 20 10.     (N)    090 38 24.     (W)     SCALED    
 EH0388* NAVD 88     -        53.636  (meters)     175.97   (feet)  ADJUSTED  
 EH0388  ___________________________________________________________________
 EH0388  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EH0388  DYNAMIC HT  -          53.583 (meters)     175.80  (feet)  COMP
 EH0388  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 EH0388
 EH0388  VERT ORDER  -  FIRST     CLASS I
 EH0388
 EH0388.The horizontal coordinates were scaled from a topographic map and have
 EH0388.an estimated accuracy of +/- 6 seconds.
 EH0388
 EH0388.The orthometric height was determined by differential leveling
 EH0388.and adjusted in July 1994.
 EH0388
 EH0388.The geoid height was determined by GEOID03.
 EH0388
 EH0388.The dynamic height is computed by dividing the NAVD 88
 EH0388.geopotential number by the normal gravity value computed on the
 EH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0388.degrees latitude (g = 980.6199 gals.).
 EH0388
 EH0388.The modeled gravity was interpolated from observed gravity values.
 EH0388
 EH0388;                    North         East    Units  Estimated Accuracy
 EH0388;SPC MS W     -   536,270.      671,780.      MT  (+/- 180 meters Scaled)
 EH0388
 EH0388                          SUPERSEDED SURVEY CONTROL
 EH0388
 EH0388  NAVD 88 (06/15/91)   53.642  (m)          175.99   (f) UNKNOWN     1 1
 EH0388  NGVD 29 (??/??/??)   53.696  (m)          176.17   (f) ADJUSTED    1 1
 EH0388
 EH0388.Superseded values are not recommended for survey control.
 EH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0388.See file dsdata.txt to determine how the superseded data were derived.
 EH0388
 EH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171019(NAD 83)
 EH0388_MARKER: DV = VERTICAL CONTROL DISK
 EH0388_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0388+WITH SETTING: INTO GROUND
 EH0388_SP_SET: METAL ROD WITH BASE PLATE
 EH0388_STAMPING: G 244 1974
 EH0388_MARK LOGO: NGS   
 EH0388_PROJECTION: FLUSH
 EH0388_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0388+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 EH0388_ROD/PIPE-DEPTH: 1.2  meters
 EH0388
 EH0388  HISTORY     - Date     Condition        Report By
 EH0388  HISTORY     - 1974     MONUMENTED       NGS
 EH0388  HISTORY     - 1983     GOOD             NGS
 EH0388  HISTORY     - 19920123 GOOD             NGS
 EH0388  HISTORY     - 20030611 GOOD             USACE
 EH0388
 EH0388                          STATION DESCRIPTION
 EH0388
 EH0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0388'2.40 MI S FROM FRIARS POINT.
 EH0388'ABOUT 0.10 MILE SOUTHEAST ALONG COMMERCE STREET FROM THE NORTH DELTA
 EH0388'MUSEUM AND WATER TOWER AT FRIARS POINT, THENCE 2.30 MILES SOUTH ALONG
 EH0388'RIDGE ROAD, ABOUT 0.10 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 EH0388'LEADING WEST TO THE LEVEE, 172 FEET NORTH OF THE CENTER LINE OF A DIRT
 EH0388'FIELD ROAD LEADING EAST, 24.9 FEET EAST OF THE CENTER LINE OF THE
 EH0388'PAVED ROAD, 5.6 FEET SOUTHWEST OF THE GUY WIRES, 5.3 FEET EAST OF A
 EH0388'POWER POLE 343 WITH TWO GUY WIRES, 0.5 FOOT WEST OF A METAL WITNESS
 EH0388'POST, 2 FEET ABOVE LEVEL OF THE ROAD AND ON TOP OF A 4-FOOT COPPER
 EH0388'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 EH0388'FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 EH0388'PROJECTING 0.1 FOOT.  SECTION 32 ,T 29N ,R 4W.
 EH0388
 EH0388                          STATION RECOVERY (1983)
 EH0388
 EH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0388'RECOVERED IN GOOD CONDITION.
 EH0388
 EH0388                          STATION RECOVERY (1992)
 EH0388
 EH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0388'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG WASHINGTON STREET FROM THE POST
 EH0388'OFFICE IN FRIARS POINT, THENCE 3.7 KM (2.30 MI) SOUTHERLY ALONG OAK
 EH0388'RIDGE AVENUE AND MCKEE ROAD, 0.1 KM (0.05 MI) SOUTH OF THE
 EH0388'INTERSECTION OF LITTLE LEVEE ROAD, 7.5 M (24.6 FT) EAST OF AND LEVEL
 EH0388'WITH THE ROAD CENTER, 1.6 M (5.2 FT) EAST OF UTILITY POLE NUMBER 343,
 EH0388'AND 0.1 M (0.3 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 EH0388'IN A 4-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE
 EH0388'GROUND SURFACE.
 EH0388
 EH0388                          STATION RECOVERY (2003)
 EH0388
 EH0388'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0074 ***********************************************************************
 EH0074  DESIGNATION -  G 245
 EH0074  PID         -  EH0074
 EH0074  STATE/COUNTY-  MS/TUNICA
 EH0074  USGS QUAD   -  DUNDEE (1982)
 EH0074
 EH0074                         *CURRENT SURVEY CONTROL
 EH0074  ___________________________________________________________________
 EH0074* NAD 83(1986)-  34 34 13.     (N)    090 24 32.     (W)     SCALED    
 EH0074* NAVD 88     -        55.122  (meters)     180.85   (feet)  ADJUSTED  
 EH0074  ___________________________________________________________________
 EH0074  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EH0074  DYNAMIC HT  -          55.069 (meters)     180.67  (feet)  COMP
 EH0074  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EH0074
 EH0074  VERT ORDER  -  FIRST     CLASS I
 EH0074
 EH0074.The horizontal coordinates were scaled from a topographic map and have
 EH0074.an estimated accuracy of +/- 6 seconds.
 EH0074
 EH0074.The orthometric height was determined by differential leveling
 EH0074.and adjusted in June 1991.
 EH0074
 EH0074.The geoid height was determined by GEOID03.
 EH0074
 EH0074.The dynamic height is computed by dividing the NAVD 88
 EH0074.geopotential number by the normal gravity value computed on the
 EH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0074.degrees latitude (g = 980.6199 gals.).
 EH0074
 EH0074.The modeled gravity was interpolated from observed gravity values.
 EH0074
 EH0074;                    North         East    Units  Estimated Accuracy
 EH0074;SPC MS W     -   562,210.      693,070.      MT  (+/- 180 meters Scaled)
 EH0074
 EH0074                          SUPERSEDED SURVEY CONTROL
 EH0074
 EH0074  NGVD 29 (??/??/??)   55.160  (m)          180.97   (f) ADJUSTED    1 1
 EH0074
 EH0074.Superseded values are not recommended for survey control.
 EH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0074.See file dsdata.txt to determine how the superseded data were derived.
 EH0074
 EH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU377284(NAD 83)
 EH0074_MARKER: DV = VERTICAL CONTROL DISK
 EH0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0074_SP_SET: HEADWALL
 EH0074_STAMPING: G 245 1974
 EH0074_MARK LOGO: NGS   
 EH0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0074+STABILITY: SURFACE MOTION
 EH0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0074+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EH0074
 EH0074  HISTORY     - Date     Condition        Report By
 EH0074  HISTORY     - 1974     MONUMENTED       NGS
 EH0074  HISTORY     - 1983     GOOD             USPSQD
 EH0074  HISTORY     - 19920122 GOOD             NGS
 EH0074  HISTORY     - 20030528 POOR             USACE
 EH0074
 EH0074                          STATION DESCRIPTION
 EH0074
 EH0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0074'4.75 MI SW FROM EVANSVILLE.
 EH0074'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION
 EH0074'WITH STATE HIGHWAY 4, ABOUT 0.05 MILE NORTHEAST OF THE JUNCTION OF A
 EH0074'PAVED ROAD LEADING EAST TO DUBBS, SET IN THE TOP NORTH END OF THE WEST
 EH0074'CONCRETE HEADWALL TO AN 8 FOOT BOX CULVERT WITH WINGWALLS, 27.5 FEET
 EH0074'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1.5 FEET BELOW
 EH0074'LEVEL OF THE HIGHWAY.  SECTION 7, T 65, R 11W.
 EH0074
 EH0074                          STATION RECOVERY (1983)
 EH0074
 EH0074'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0074'RECOVERED IN GOOD CONDITION.
 EH0074
 EH0074                          STATION RECOVERY (1992)
 EH0074
 EH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0074'13.6 KM (8.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0074'STATE HIGHWAY 4 IN TUNICA, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE
 EH0074'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 127.0 M
 EH0074'(416.7 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING EAST TO
 EH0074'DUBBS, 8.3 M (27.2 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.3 M
 EH0074'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EH0074
 EH0074                          STATION RECOVERY (2003)
 EH0074
 EH0074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0074'CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1076 ***********************************************************************
 CO1076  DESIGNATION -  G 251
 CO1076  PID         -  CO1076
 CO1076  STATE/COUNTY-  MS/LAUDERDALE
 CO1076  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO1076
 CO1076                         *CURRENT SURVEY CONTROL
 CO1076  ___________________________________________________________________
 CO1076* NAD 83(1986)-  32 15 13.     (N)    088 41 58.     (W)     SCALED    
 CO1076* NAVD 88     -       173.542  (meters)     569.36   (feet)  ADJUSTED  
 CO1076  ___________________________________________________________________
 CO1076  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO1076  DYNAMIC HT  -         173.337 (meters)     568.69  (feet)  COMP
 CO1076  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 CO1076
 CO1076  VERT ORDER  -  FIRST     CLASS II
 CO1076
 CO1076.The horizontal coordinates were scaled from a topographic map and have
 CO1076.an estimated accuracy of +/- 6 seconds.
 CO1076
 CO1076.The orthometric height was determined by differential leveling
 CO1076.and adjusted in June 1991.
 CO1076
 CO1076.The geoid height was determined by GEOID03.
 CO1076
 CO1076.The dynamic height is computed by dividing the NAVD 88
 CO1076.geopotential number by the normal gravity value computed on the
 CO1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1076.degrees latitude (g = 980.6199 gals.).
 CO1076
 CO1076.The modeled gravity was interpolated from observed gravity values.
 CO1076
 CO1076;                    North         East    Units  Estimated Accuracy
 CO1076;SPC MS E     -   305,280.      312,620.      MT  (+/- 180 meters Scaled)
 CO1076
 CO1076                          SUPERSEDED SURVEY CONTROL
 CO1076
 CO1076  NGVD 29 (??/??/??)  173.524  (m)          569.30   (f) ADJUSTED    1 2
 CO1076
 CO1076.Superseded values are not recommended for survey control.
 CO1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1076.See file dsdata.txt to determine how the superseded data were derived.
 CO1076
 CO1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA399698(NAD 83)
 CO1076_MARKER: DB = BENCH MARK DISK
 CO1076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO1076_SP_SET: COPPER-CLAD STEEL ROD
 CO1076_STAMPING: G 251 1980
 CO1076_MARK LOGO: NGS   
 CO1076_PROJECTION: RECESSED 5 CENTIMETERS
 CO1076_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1076+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 CO1076_ROD/PIPE-DEPTH: 7.62 meters
 CO1076
 CO1076  HISTORY     - Date     Condition        Report By
 CO1076  HISTORY     - 1980     MONUMENTED       NGS
 CO1076  HISTORY     - 19900327 GOOD             MSHD
 CO1076
 CO1076                          STATION DESCRIPTION
 CO1076
 CO1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1076'12.0 KM SOUTH FROM MERIDIAN.
 CO1076'11.987 KILOMETERS (7.45 MILES) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1076'OVERPASS OF INTERSTATES 20 AND 59 IN MERIDIAN, AT THE JUNCTION OF A
 CO1076'PAVED ROAD LEADING NORTH-NORTHEAST, 23.6 METERS (77.5 FEET) EAST OF
 CO1076'THE CENTER LINE OF THE HIGHWAY, 17.5 METERS (57.4 FEET) SOUTH OF FENCE
 CO1076'CORNER POST OF A FOUR WIRE BARBED WIRE FENCE AROUND A PASTURE, 12.2
 CO1076'METERS (40 FEET) SOUTHEAST OF THE PAVED ROAD, 0.64 METERS (2.1 FEET)
 CO1076'WEST OF THE FENCE LINE, AND 0.55 METERS (1.8 FEET) WEST OF TELEPHONE
 CO1076'CABLE POLE NUMBER 206 1/3.
 CO1076'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CO1076'THE MARK IS 0.4 M BELOW HIGHWAY.
 CO1076
 CO1076                          STATION RECOVERY (1990)
 CO1076
 CO1076'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1076'MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF MERIDIAN, ON THE EAST
 CO1076'R.O.W. OF U.S. HIGHWAY 45 JUST SOUTH OF THE JUNCTION OF THE SOUTH END
 CO1076'OF CHAPEL HILL ROAD, 2.1 MI (3.4 KM) NORTH OF THE CLARKE-LAUDERDALE
 CO1076'COUNTY LINE AND IS IN SECTION 30, T 5N, R 16E.
 CO1076'TO REACH FROM THE OLD U.S. HIGHWAY 45 BRIDGE OVER THE U.S. HIGHWAY 45
 CO1076'BYPASS, ABOUT 4 MI (6.4 KM) SOUTH OF MERIDIAN, GO SOUTH ON OLD
 CO1076'HIGHWAY 45 FOR 3.65 MI (5.87 KM) TO A SIDE ROAD AND THE MARK ON THE
 CO1076'LEFT.
 CO1076'MARK IS A NGS DISK SET ON TOP OF A COPPER COATED STEEL ROD ENCASED BY
 CO1076'A 5 INCH PLASTIC PIPE, ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE
 CO1076'HIGHWAY, 4 INCHES BELOW THE GROUND, 133 FT (40.5 M) NORTH OF THE
 CO1076'PROJECTED CENTER OF H W WHITE ROAD, 77 FT (23.5 M) EAST OF THE CENTER
 CO1076'OF HIGHWAY 45, 57.5 FT (17.5 M) SOUTH OF A FENCE CORNER, 40 FT
 CO1076'(12.2 M) SOPUTHEAST OF THE CENTER OF WESTLEY CHAPEL ROAD, 2 FT
 CO1076'(0.6 M) WEST OF A FENCE LINE, 2 FT (0.6 M) WEST OF A FENCE LINE, 1.8
 CO1076'FT (0.5 M) OF A TELEPHONE CABLE POLE AND 1 FT (0.3 M) SOUTH OF A
 CO1076'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0968 ***********************************************************************
 CO0968  DESIGNATION -  G 26
 CO0968  PID         -  CO0968
 CO0968  STATE/COUNTY-  MS/ATTALA
 CO0968  USGS QUAD   -  SINGLETON (1989)
 CO0968
 CO0968                         *CURRENT SURVEY CONTROL
 CO0968  ___________________________________________________________________
 CO0968* NAD 83(1986)-  32 56 54.     (N)    089 33 36.     (W)     SCALED    
 CO0968* NAVD 88     -       127.655  (meters)     418.81   (feet)  ADJUSTED  
 CO0968  ___________________________________________________________________
 CO0968  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CO0968  DYNAMIC HT  -         127.514 (meters)     418.35  (feet)  COMP
 CO0968  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CO0968
 CO0968  VERT ORDER  -  SECOND    CLASS 0
 CO0968
 CO0968.The horizontal coordinates were scaled from a topographic map and have
 CO0968.an estimated accuracy of +/- 6 seconds.
 CO0968
 CO0968.The orthometric height was determined by differential leveling
 CO0968.and adjusted in June 1991.
 CO0968
 CO0968.The geoid height was determined by GEOID03.
 CO0968
 CO0968.The dynamic height is computed by dividing the NAVD 88
 CO0968.geopotential number by the normal gravity value computed on the
 CO0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0968.degrees latitude (g = 980.6199 gals.).
 CO0968
 CO0968.The modeled gravity was interpolated from observed gravity values.
 CO0968
 CO0968;                    North         East    Units  Estimated Accuracy
 CO0968;SPC MS E     -   382,540.      232,050.      MT  (+/- 180 meters Scaled)
 CO0968
 CO0968                          SUPERSEDED SURVEY CONTROL
 CO0968
 CO0968  NGVD 29 (??/??/92)  127.661  (m)          418.83   (f) ADJ UNCH    2 0
 CO0968
 CO0968.Superseded values are not recommended for survey control.
 CO0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0968.See file dsdata.txt to determine how the superseded data were derived.
 CO0968
 CO0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB606484(NAD 83)
 CO0968_MARKER: DB = BENCH MARK DISK
 CO0968_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0968_SP_SET: HEADWALL CONCRETE CULVERT
 CO0968_STAMPING: G 26 1934
 CO0968_MARK LOGO: CGS   
 CO0968_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0968+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 CO0968
 CO0968  HISTORY     - Date     Condition        Report By
 CO0968  HISTORY     - 1934     MONUMENTED       CGS
 CO0968  HISTORY     - 1964     GOOD             MSHD
 CO0968  HISTORY     - 19880815 GOOD             MSHD
 CO0968  HISTORY     - 20080604 GOOD             MSDOT
 CO0968
 CO0968                          STATION DESCRIPTION
 CO0968
 CO0968'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0968'5.95 MI S FROM KOSCIUSKO.
 CO0968'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 14, 19, AND
 CO0968'35, 2.0 MILES SOUTH OF KOSCIUSKO, GO SOUTH ON HIGHWAY 35 FOR 5.95
 CO0968'MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A
 CO0968'DRILLED HOLE IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CO0968'HEADWALL OF A CULVERT AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CO0968
 CO0968                          STATION RECOVERY (1988)
 CO0968
 CO0968'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0968'MARK IS LOCATED 12.4 KM (7.70 MI) SOUTH OF KOSCIUSKO, 2.0 KM
 CO0968'(1.25 MI) NORTH OF THE ATTALA-LEAKE COUNTY LINE IN THE SOUTHEAST
 CO0968'QUARTER OF SECTION 27, T13 N, R7 E.
 CO0968'IT IS 7.77 M (25.5 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 35, 0.52 M
 CO0968'(1.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF
 CO0968'CULVERT.  A STANDARD DISK, SET IN A DRILL HOLE IN TOP OF CONCRETE
 CO0968'HEADWALL OF A 4X21 FOOT DOUBLE BOX CULVERT.  ABOUT 0.91 M (3.0 FT)
 CO0968'BELOW THE LEVEL OF THE HIGHWAY.
 CO0968'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14,19 AND 35 ABOUT 4.0 KM
 CO0968'(2.50 MI) SOUTH OF KOSCIUSKO, GO SOUTH ON HIGHWAY 35 FOR 7.57 KM
 CO0968'(4.70 MI) TO A SIDE ROAD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 35
 CO0968'FOR 0.81 KM (0.50 MI) TO A CULVERT AND MARK ON THE RIGHT.
 CO0968
 CO0968                          STATION RECOVERY (2008)
 CO0968
 CO0968'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 CO0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1260 ***********************************************************************
 DJ1260  DESIGNATION -  G 27 RESET
 DJ1260  PID         -  DJ1260
 DJ1260  STATE/COUNTY-  MS/CHOCTAW
 DJ1260  USGS QUAD   -  ACKERMAN (1972)
 DJ1260
 DJ1260                         *CURRENT SURVEY CONTROL
 DJ1260  ___________________________________________________________________
 DJ1260* NAD 83(1986)-  33 19 12.     (N)    089 10 44.     (W)     SCALED    
 DJ1260* NAVD 88     -       167.94   (meters)     551.0    (feet)  RESET     
 DJ1260  ___________________________________________________________________
 DJ1260  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ1260  VERT ORDER  -  THIRD
 DJ1260
 DJ1260.The horizontal coordinates were scaled from a topographic map and have
 DJ1260.an estimated accuracy of +/- 6 seconds.
 DJ1260
 DJ1260.The orthometric height was computed from unverified reset data.
 DJ1260
 DJ1260.The geoid height was determined by GEOID03.
 DJ1260
 DJ1260;                    North         East    Units  Estimated Accuracy
 DJ1260;SPC MS E     -   423,580.      267,830.      MT  (+/- 180 meters Scaled)
 DJ1260
 DJ1260                          SUPERSEDED SURVEY CONTROL
 DJ1260
 DJ1260  NGVD 29 (??/??/??)  167.90   (m)          550.9    (f) RESET       3  
 DJ1260
 DJ1260.Superseded values are not recommended for survey control.
 DJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1260.See file dsdata.txt to determine how the superseded data were derived.
 DJ1260
 DJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB971888(NAD 83)
 DJ1260_MARKER: DB = BENCH MARK DISK
 DJ1260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1260_SP_SET: COLLISION WALL
 DJ1260_STAMPING: G 27 RESET 1941
 DJ1260_MARK LOGO: CGS   
 DJ1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1260
 DJ1260  HISTORY     - Date     Condition        Report By
 DJ1260  HISTORY     - 1941     MONUMENTED       CGS
 DJ1260  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DJ1260  HISTORY     - 20011029 GOOD             LOCSUR
 DJ1260
 DJ1260                          STATION DESCRIPTION
 DJ1260
 DJ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DJ1260'1 MI N FROM ACKERMAN.
 DJ1260'ABOUT 1 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ1260'STATION AT ACKERMAN, CHOCTAW COUNTY, AT THE OVERHEAD CROSSING OF STATE
 DJ1260'HIGHWAY 12, AT THE THIRD BENT EAST OF THE WEST END, IN THE TOP OF THE
 DJ1260'COLLISION WALL, 2 FEET SOUTH OF THE NORTH END OF THE WALL, 8 INCHES
 DJ1260'NORTH OF THE FOURTH COLUMN OF THE BENT, 10 FEET EAST OF THE MAIN
 DJ1260'TRACK, AND ABOUT 6 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 DJ1260'STAMPED G 27 RESET 1941.  NOTE-- THIS BENCH MARK WAS ESTABLISHED IN
 DJ1260'SEPTEMBER 1941 BY ENGINEERS OF THE STATE HIGHWAY DEPARTMENT.
 DJ1260
 DJ1260                          STATION RECOVERY (1963)
 DJ1260
 DJ1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DJ1260'THE MARK WAS DESTROYED BY CONSTRUCTION WHEN THE BRIDGE WAS REBUILT.
 DJ1260
 DJ1260                          STATION RECOVERY (2001)
 DJ1260
 DJ1260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MC)
 DJ1260'RECOVERED AS DESCRIBED IN 1941, EXCEPT THERE ARE ONLY TWO POLES PER
 DJ1260'BENT.  (THE 1941 TEXT SAID IT WAS NORTH OF THE FOURTH POLE.)
 DJ1260' 
 DJ1260'MARTY CROWDER OF CROWDER ENGINEERING AND SURVEYING, INC., BELIEVES
 DJ1260'THAT THE BRIDGE IN WHICH THE DISK IS SET IS THE ONLY BRIDGE THAT HAS
 DJ1260'EVER BEEN THERE AND THAT THE 1963 DESTRUCTION REPORT WAS IN ERROR.
 DJ1260' 
 DJ1260'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0241 ***********************************************************************
 DK0241  DESIGNATION -  G 28
 DK0241  PID         -  DK0241
 DK0241  STATE/COUNTY-  MS/HOLMES
 DK0241  USGS QUAD   -  LEXINGTON SOUTH (1982)
 DK0241
 DK0241                         *CURRENT SURVEY CONTROL
 DK0241  ___________________________________________________________________
 DK0241* NAD 83(1986)-  33 07 05.     (N)    090 06 40.     (W)     SCALED    
 DK0241* NAVD 88     -        52.989  (meters)     173.85   (feet)  ADJUSTED  
 DK0241  ___________________________________________________________________
 DK0241  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DK0241  DYNAMIC HT  -          52.931 (meters)     173.66  (feet)  COMP
 DK0241  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 DK0241
 DK0241  VERT ORDER  -  SECOND    CLASS 0
 DK0241
 DK0241.The horizontal coordinates were scaled from a topographic map and have
 DK0241.an estimated accuracy of +/- 6 seconds.
 DK0241
 DK0241.The orthometric height was determined by differential leveling
 DK0241.and adjusted in June 1991.
 DK0241
 DK0241.The geoid height was determined by GEOID03.
 DK0241
 DK0241.The dynamic height is computed by dividing the NAVD 88
 DK0241.geopotential number by the normal gravity value computed on the
 DK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0241.degrees latitude (g = 980.6199 gals.).
 DK0241
 DK0241.The modeled gravity was interpolated from observed gravity values.
 DK0241
 DK0241;                    North         East    Units  Estimated Accuracy
 DK0241;SPC MS W     -   401,150.      720,740.      MT  (+/- 180 meters Scaled)
 DK0241
 DK0241                          SUPERSEDED SURVEY CONTROL
 DK0241
 DK0241  NGVD 29 (??/??/??)   53.049  (m)          174.04   (f) ADJUSTED    2 0
 DK0241
 DK0241.Superseded values are not recommended for survey control.
 DK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0241.See file dsdata.txt to determine how the superseded data were derived.
 DK0241
 DK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS695680(NAD 83)
 DK0241_MARKER: DB = BENCH MARK DISK
 DK0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0241_STAMPING: G 28 1934
 DK0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0241+STABILITY: SURFACE MOTION
 DK0241
 DK0241  HISTORY     - Date     Condition        Report By
 DK0241  HISTORY     - 1934     MONUMENTED       CGS
 DK0241  HISTORY     - 1976     MARK NOT FOUND   USGS
 DK0241
 DK0241                          STATION DESCRIPTION
 DK0241
 DK0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0241'4.1 MI W FROM LEXINGTON.
 DK0241'4.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD, FORMERLY THE YAZOO
 DK0241'AND MISSISSIPPI VALLEY RAILROAD, FROM THE STATION AT LEXINGTON, HOLMES
 DK0241'COUNTY, 8 POLES WEST OF MILEPOST D 16, OPPOSITE RAILROAD BRIDGE K
 DK0241'16.3, 26 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTH
 DK0241'OF A POLE.  A STANDARD DISK, STAMPED G 28 1934 AND SET IN THE TOP OF A
 DK0241'CONCRETE POST.
 DK0241'NOTE--RAILROAD POLES AND MILEPOSTS HAVE BEEN REMOVED.
 DK0241
 DK0241                          STATION RECOVERY (1976)
 DK0241
 DK0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DK0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1422 ***********************************************************************
 DJ1422  DESIGNATION -  G 29
 DJ1422  PID         -  DJ1422
 DJ1422  STATE/COUNTY-  MS/YALOBUSHA
 DJ1422  USGS QUAD   -  SCOBEY (1983)
 DJ1422
 DJ1422                         *CURRENT SURVEY CONTROL
 DJ1422  ___________________________________________________________________
 DJ1422* NAD 83(1986)-  33 57 20.     (N)    089 52 21.     (W)     SCALED    
 DJ1422* NAVD 88     -        94.067  (meters)     308.62   (feet)  ADJUSTED  
 DJ1422  ___________________________________________________________________
 DJ1422  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DJ1422  DYNAMIC HT  -          93.973 (meters)     308.31  (feet)  COMP
 DJ1422  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 DJ1422
 DJ1422  VERT ORDER  -  SECOND    CLASS 0
 DJ1422
 DJ1422.The horizontal coordinates were scaled from a topographic map and have
 DJ1422.an estimated accuracy of +/- 6 seconds.
 DJ1422
 DJ1422.The orthometric height was determined by differential leveling
 DJ1422.and adjusted in June 1991.
 DJ1422
 DJ1422.The geoid height was determined by GEOID03.
 DJ1422
 DJ1422.The dynamic height is computed by dividing the NAVD 88
 DJ1422.geopotential number by the normal gravity value computed on the
 DJ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1422.degrees latitude (g = 980.6199 gals.).
 DJ1422
 DJ1422.The modeled gravity was interpolated from observed gravity values.
 DJ1422
 DJ1422;                    North         East    Units  Estimated Accuracy
 DJ1422;SPC MS W     -   494,110.      742,590.      MT  (+/- 180 meters Scaled)
 DJ1422
 DJ1422                          SUPERSEDED SURVEY CONTROL
 DJ1422
 DJ1422  NGVD 29 (??/??/92)   94.084  (m)          308.67   (f) ADJ UNCH    2 0
 DJ1422
 DJ1422.Superseded values are not recommended for survey control.
 DJ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1422.See file dsdata.txt to determine how the superseded data were derived.
 DJ1422
 DJ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC345609(NAD 83)
 DJ1422_MARKER: DB = BENCH MARK DISK
 DJ1422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1422_SP_SET: ABUTMENT
 DJ1422_STAMPING: G-29 1934
 DJ1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1422+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 DJ1422
 DJ1422  HISTORY     - Date     Condition        Report By
 DJ1422  HISTORY     - 1934     MONUMENTED       CGS
 DJ1422  HISTORY     - 1973     GOOD             MSHD
 DJ1422  HISTORY     - 20080212 GOOD             MSDOT
 DJ1422
 DJ1422                          STATION DESCRIPTION
 DJ1422
 DJ1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1422'1.1 MI N FROM SCOBEY.
 DJ1422'1.1 MILES NORTH OF SCOBEY.  STATION ALONG THE ILLINOIS CENTRAL
 DJ1422'RAILROAD.  AT BRIDGE NO. J-479.3.  SET ON THE WEST END OF THE NORTH
 DJ1422'ABUTMENT.
 DJ1422
 DJ1422                          STATION RECOVERY (1973)
 DJ1422
 DJ1422'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1422'THE MARK IS LOCATED 2.5 MILES SSE OF TILLATOBA IN THE TOP OF THE WEST
 DJ1422'END OF THE NORTH ABUTMENT OF ICRR BRIDGE NO. J479.3, 1.1 MILES NNW OF
 DJ1422'SCOBEY, 7.3 MILES SSE OF OAKLAND IN THE NW CORNER OF SECTION 15, T
 DJ1422'24N, R 4E. IT IS 55 FEET WEST OF THE WEST RAIL, 74 FEET EAST OF THE
 DJ1422'CENTER OF A BLACK TOP ROAD PARALLELING THE TRACK ON THE WEST SIDE SET
 DJ1422'IN A DRILL HOLE IN THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE
 DJ1422'RAILROAD BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK. TO
 DJ1422'REACH FROM THE BAPTIST CHURCH AT TILLATOBA GO SE ON A BLACK TOP ROAD
 DJ1422'FOR 2.4 MILES TO THE BRIDGE AND THE MARK ON THE LEFT.
 DJ1422
 DJ1422                          STATION RECOVERY (2008)
 DJ1422
 DJ1422'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0371 ***********************************************************************
 BH0371  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0371  DESIGNATION -  G 3
 BH0371  PID         -  BH0371
 BH0371  STATE/COUNTY-  MS/JACKSON
 BH0371  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0371
 BH0371                         *CURRENT SURVEY CONTROL
 BH0371  ___________________________________________________________________
 BH0371* NAD 83(1986)-  30 24 56.     (N)    088 49 40.     (W)     SCALED    
 BH0371* NAVD 88     -         7.374  (meters)      24.19   (feet)  ADJUSTED  
 BH0371  ___________________________________________________________________
 BH0371  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0371  DYNAMIC HT  -           7.365 (meters)      24.16  (feet)  COMP
 BH0371  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 BH0371
 BH0371  VERT ORDER  -  FIRST     CLASS I
 BH0371
 BH0371.The horizontal coordinates were scaled from a topographic map and have
 BH0371.an estimated accuracy of +/- 6 seconds.
 BH0371
 BH0371.The orthometric height was determined by differential leveling
 BH0371.and adjusted in June 1991.
 BH0371
 BH0371.This Tidal Bench Mark is designated as VM 11608
 BH0371.by the Center for Operational Oceanographic Products and Services.
 BH0371
 BH0371.The geoid height was determined by GEOID03.
 BH0371
 BH0371.The dynamic height is computed by dividing the NAVD 88
 BH0371.geopotential number by the normal gravity value computed on the
 BH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0371.degrees latitude (g = 980.6199 gals.).
 BH0371
 BH0371.The modeled gravity was interpolated from observed gravity values.
 BH0371
 BH0371;                    North         East    Units  Estimated Accuracy
 BH0371;SPC MS E     -   101,490.      300,530.      MT  (+/- 180 meters Scaled)
 BH0371
 BH0371                          SUPERSEDED SURVEY CONTROL
 BH0371
 BH0371  NGVD 29 (??/??/??)    7.335  (m)           24.06   (f) ADJUSTED    1 1
 BH0371
 BH0371.Superseded values are not recommended for survey control.
 BH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0371.See file dsdata.txt to determine how the superseded data were derived.
 BH0371
 BH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU244662(NAD 83)
 BH0371_MARKER: DB = BENCH MARK DISK
 BH0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0371_SP_SET: BUILDING
 BH0371_STAMPING: G 3 1918
 BH0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0371+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2008
 BH0371
 BH0371  HISTORY     - Date     Condition        Report By
 BH0371  HISTORY     - 1918     MONUMENTED       CGS
 BH0371  HISTORY     - 1968     GOOD             CGS
 BH0371  HISTORY     - 1972     GOOD             NGS
 BH0371  HISTORY     - 20040327 GOOD             USPSQD
 BH0371  HISTORY     - 20040724 GOOD             USPSQD
 BH0371  HISTORY     - 20050818 GOOD             NGS
 BH0371  HISTORY     - 20050828 GOOD             USPSQD
 BH0371  HISTORY     - 20051019 GOOD             USPSQD
 BH0371  HISTORY     - 20080312 GOOD             MAPTEC
 BH0371
 BH0371                          STATION DESCRIPTION
 BH0371
 BH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0371'IN OCEAN SPRINGS.
 BH0371'AT OCEAN SPRINGS, ABOUT 90 YARDS SOUTHWEST OF AND ACROSS WASHINGTON
 BH0371'AVE. FROM THE SOUTHWEST CORNER OF THE LOUISVILLE AND NASHVILLE
 BH0371'RAILROAD STATION, 180 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 BH0371'SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF A
 BH0371'TWO-STORY BRICK BUILDING STANDING AT THE INTERSECTION OF WASHINGTON
 BH0371'AVENUE AND BINSON STREET, 17 FEET WEST OF THE WEST CURB OF THE AVENUE,
 BH0371'9.3 FEET SOUTH OF THE SOUTH CURB OF BINSON ST., 1.8 FEET WEST OF THE
 BH0371'NORTHEAST CORNER OF THE BUILDING, AND 3.1 FEET ABOVE THE LEVEL OF THE
 BH0371'GROUND.  SEC 19 , T 7 S, R 8 W.
 BH0371
 BH0371                          STATION RECOVERY (1972)
 BH0371
 BH0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH0371'RECOVERED IN GOOD CONDITION.
 BH0371
 BH0371                          STATION RECOVERY (2004)
 BH0371
 BH0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (CE)
 BH0371'RECOVERED IN GOOD CONDITION.
 BH0371
 BH0371                          STATION RECOVERY (2004)
 BH0371
 BH0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH0371'BINSON STREET SHOULD READ ROBINSON STREET.THE NORTH FACE OF BUILDING
 BH0371'NEAR TOP FACIA NAME IS FARMERS AND MERCHANTS STATE BANK.
 BH0371
 BH0371                          STATION RECOVERY (2005)
 BH0371
 BH0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0371'REFERENCED CORNER IS WASHINGTON AVE. AND ROBINSON ST.
 BH0371'N302454.0 W0884940.3
 BH0371
 BH0371                          STATION RECOVERY (2005)
 BH0371
 BH0371'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BH0371'RECOVERED IN GOOD CONDITION.
 BH0371
 BH0371                          STATION RECOVERY (2005)
 BH0371
 BH0371'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH0371'RECOVERED IN GOOD CONDITION.
 BH0371
 BH0371                          STATION RECOVERY (2008)
 BH0371
 BH0371'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 BH0371'RECOVERED AS DESCRIBED, LEVELED GPS STATIC POINT OFF MONUMENT, STATIC
 BH0371'POINT DID NOT TIE WELL VERTICAL TO NETWORK. BENCH RUN FROM MONUMENT TO
 BH0371'STATIC POINT RE-RUN AND VERIFIED, DIFFERENCE OF 1 FOOT VERTICAL TO
 BH0371'NETWORK TIED TO 4 OTHER FIRST ORDERS VERTICAL POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0329 ***********************************************************************
 EH0329  DESIGNATION -  G 30
 EH0329  PID         -  EH0329
 EH0329  STATE/COUNTY-  MS/QUITMAN
 EH0329  USGS QUAD   -  MARKS (1969)
 EH0329
 EH0329                         *CURRENT SURVEY CONTROL
 EH0329  ___________________________________________________________________
 EH0329* NAD 83(1986)-  34 15 15.     (N)    090 16 11.     (W)     SCALED    
 EH0329* NAVD 88     -        50.157  (meters)     164.56   (feet)  ADJUSTED  
 EH0329  ___________________________________________________________________
 EH0329  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0329  DYNAMIC HT  -          50.108 (meters)     164.40  (feet)  COMP
 EH0329  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EH0329
 EH0329  VERT ORDER  -  SECOND    CLASS 0
 EH0329
 EH0329.The horizontal coordinates were scaled from a topographic map and have
 EH0329.an estimated accuracy of +/- 6 seconds.
 EH0329
 EH0329.The orthometric height was determined by differential leveling
 EH0329.and adjusted in June 1991.
 EH0329
 EH0329.The geoid height was determined by GEOID03.
 EH0329
 EH0329.The dynamic height is computed by dividing the NAVD 88
 EH0329.geopotential number by the normal gravity value computed on the
 EH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0329.degrees latitude (g = 980.6199 gals.).
 EH0329
 EH0329.The modeled gravity was interpolated from observed gravity values.
 EH0329
 EH0329;                    North         East    Units  Estimated Accuracy
 EH0329;SPC MS W     -   527,140.      705,860.      MT  (+/- 180 meters Scaled)
 EH0329
 EH0329                          SUPERSEDED SURVEY CONTROL
 EH0329
 EH0329  NGVD 29 (??/??/??)   50.203  (m)          164.71   (f) ADJUSTED    2 0
 EH0329
 EH0329.Superseded values are not recommended for survey control.
 EH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0329.See file dsdata.txt to determine how the superseded data were derived.
 EH0329
 EH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT514937(NAD 83)
 EH0329_MARKER: DB = BENCH MARK DISK
 EH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0329_STAMPING: G-30 1934
 EH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0329+STABILITY: SURFACE MOTION
 EH0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0329+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 EH0329
 EH0329  HISTORY     - Date     Condition        Report By
 EH0329  HISTORY     - 1934     MONUMENTED       CGS
 EH0329  HISTORY     - 1977     GOOD             DOD
 EH0329  HISTORY     - 20030717 GOOD             USACE
 EH0329  HISTORY     - 20080128 GOOD             MSDOT
 EH0329
 EH0329                          STATION DESCRIPTION
 EH0329
 EH0329'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977
 EH0329'IN MARKS.
 EH0329'THE MARK IS LOCATED ABOUT 0.2 MILE SOUTH OF THE CENTER OF MARKS
 EH0329'ABOUT MIDWAY OF THE WEST BOUNDARY OF MR. PAUL EUBANKS AT 620
 EH0329'LOCUST STREET IN THE SOUTHWEST 1/4 OF SECTION 35, T 28N, R 1W.
 EH0329'IT IS 126 FEET NORTH OF THE CENTER OF ASH STREET, 36.5 FEET EAST
 EH0329'OF THE CENTER OF LOCUST STREET, 52.5 FEET NORTH-NORTHWEST CORNER
 EH0329'OF A 1 1/2 STORY FRAME HOUSE, 80.5 FEET SOUTHWEST OF A POWER POLE
 EH0329'WITH A TRANSFORMER, 47 FEET SOUTH OF THE CENTER OF A GRAVELED
 EH0329'DRIVEWAY, 38.5 FEET SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE,
 EH0329'6.5 FEET EAST OF THE EAST EDGE OF A WALK, 2.5 FEET EAST OF A ROW
 EH0329'OF OAKS SET IN THE TOP OF A LARGE TAPERING CONCRETE POST WITH USGS
 EH0329'NO 3 IMBEDED ON THE NORTH SIDE AND MISS 1908 ON THE SOUTH SIDE AND
 EH0329'PROJECTS 2.4 FEET.  TO REACH FROM THE POST OFFICE IN MARKS GO SOUTH
 EH0329'ON POPLAR STREET FOR 0.15 MILE TO A T INTERSECTION.  TURN LEFT AND
 EH0329'GO EAST ON ASH STREET FOR 0.1 MILE TO AN INTERSECTION JUST BEYOND
 EH0329'THE JUNIOR HIGH SCHOOL AND THE MARK ON THE LEFT.
 EH0329
 EH0329                          STATION RECOVERY (2003)
 EH0329
 EH0329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0329'MONUMENT PROJECTS 28 INCHES AND ENGRAVED MISS 1908 USGS.
 EH0329
 EH0329                          STATION RECOVERY (2008)
 EH0329
 EH0329'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0329'DESCRIPTION FROM 1977 IS SUFFICIENT FOR LOCATING THE MARK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1092 ***********************************************************************
 EG1092  DESIGNATION -  G 31
 EG1092  PID         -  EG1092
 EG1092  STATE/COUNTY-  MS/LAFAYETTE
 EG1092  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1092
 EG1092                         *CURRENT SURVEY CONTROL
 EG1092  ___________________________________________________________________
 EG1092* NAD 83(1986)-  34 20 17.     (N)    089 33 23.     (W)     SCALED    
 EG1092* NAVD 88     -       140.626  (meters)     461.37   (feet)  ADJUSTED  
 EG1092  ___________________________________________________________________
 EG1092  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EG1092  DYNAMIC HT  -         140.490 (meters)     460.92  (feet)  COMP
 EG1092  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EG1092
 EG1092  VERT ORDER  -  SECOND    CLASS 0
 EG1092
 EG1092.The horizontal coordinates were scaled from a topographic map and have
 EG1092.an estimated accuracy of +/- 6 seconds.
 EG1092
 EG1092.The orthometric height was determined by differential leveling
 EG1092.and adjusted in June 1991.
 EG1092
 EG1092.The geoid height was determined by GEOID03.
 EG1092
 EG1092.The dynamic height is computed by dividing the NAVD 88
 EG1092.geopotential number by the normal gravity value computed on the
 EG1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1092.degrees latitude (g = 980.6199 gals.).
 EG1092
 EG1092.The modeled gravity was interpolated from observed gravity values.
 EG1092
 EG1092;                    North         East    Units  Estimated Accuracy
 EG1092;SPC MS E     -   536,680.      233,470.      MT  (+/- 180 meters Scaled)
 EG1092
 EG1092                          SUPERSEDED SURVEY CONTROL
 EG1092
 EG1092  NGVD 29 (??/??/92)  140.606  (m)          461.30   (f) ADJ UNCH    2 0
 EG1092
 EG1092.Superseded values are not recommended for survey control.
 EG1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1092.See file dsdata.txt to determine how the superseded data were derived.
 EG1092
 EG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD648026(NAD 83)
 EG1092_MARKER: DB = BENCH MARK DISK
 EG1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1092_SP_SET: CULVERT
 EG1092_STAMPING: G-31 1934
 EG1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1092+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2008
 EG1092
 EG1092  HISTORY     - Date     Condition        Report By
 EG1092  HISTORY     - 1934     MONUMENTED       CGS
 EG1092  HISTORY     - 1941     MARK NOT FOUND   NGS
 EG1092  HISTORY     - 1977     GOOD             MSHD
 EG1092  HISTORY     - 20080124 GOOD             MSDOT
 EG1092
 EG1092                          STATION DESCRIPTION
 EG1092
 EG1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1092'2.7 MI S FROM OXFORD.
 EG1092'2.7 MILES SOUTH OF OXFORD DEPOT ALONG THE ILLINOIS CENTRAL RAILROAD,
 EG1092'23 POLES NORTH OF MILEPOST NO. C 575.  AT PUBLIC ROAD CROSSING, 200
 EG1092'FEET NORTH OF THE CENTER LINE OF THE CROSSING.  AT 24 INCH IRON PIPE
 EG1092'CULVERT.  SET IN THE NORTH END OF THE WEST HEADWALL, 2 FEET SOUTH OF
 EG1092'THE NORTH EDGE AND 6 INCHES EAST OF THE WEST EDGE 13 FEET WEST OF THE
 EG1092'CENTER LINE OF THE TRACK.
 EG1092
 EG1092                          STATION RECOVERY (1941)
 EG1092
 EG1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 EG1092'MARK NOT FOUND.
 EG1092
 EG1092                          STATION RECOVERY (1977)
 EG1092
 EG1092'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1092'THE MARK IS LOCATED 3 MILES SOUTHWEST OF OXFORD, 4.7 MILES NORTHEAST
 EG1092'OF TAYLOR IN THE SOUTHWEST CORNER OF SECTION 31, T 8S, R 3W. IT IS
 EG1092'208 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 8.5 FEET
 EG1092'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET SOUTHWEST OF THE NORTHEAST
 EG1092'END OF THE NORTHWEST CONCRETE HEADWALL OF A 24 INCH STEEL PIPE
 EG1092'CULVERT SET IN A DRILL HOLE 6 INCHES SOUTHEAST OF THE NORTHWEST EDGE
 EG1092'OF THE HEADWALL AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK. TO
 EG1092'REACH FROM THE COURTHOUSE IN OXFORD GO SOUTH ON LAMAR STREET FOR 0.15
 EG1092'MILE TO THE INTERSECTION OF UNIVERSITY AVENUE. TURN RIGHT AND GO WEST
 EG1092'ON UNIVERSITY AVENUE FOR 0.6 MILE TO A SIDE ROAD LEFT JUST BEFORE
 EG1092'REACHING THE RAILROAD TRACK. TURN LEFT AND GO SOUTH ON TAYLOR ROAD
 EG1092'FOR 2.8 MILES TO A GRAVELED DRIVEWAY ON THE RIGHT. TURN RIGHT AND GO
 EG1092'NORTHWEST ON A GRAVELED DRIVEWAY FOR 0.1 MILE TO A GATE. CONTINUE
 EG1092'NORTHWEST ACROSS AN OPEN FIELD FOR ABOUT 0.15 MILE TO THE I.C.R.R.
 EG1092'TRACK AND THE MARK ON THE RIGHT.
 EG1092
 EG1092                          STATION RECOVERY (2008)
 EG1092
 EG1092'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1092'THE 1966 DESCRIPTION IS SUFFICIENT FOR LOCATING THE MARK. THE GRAVELED
 EG1092'DRIVEWAY TURNING OFF TAYLOR ROAD IS NOW COUNTY ROAD 3062. FOLLOW IT TO
 EG1092'PAVEMENT ENDS AND GRAVEL BEGINS. CONTINUE 200 FEET TO PRIVATE CROSSING
 EG1092'OF OLD RAILROAD. THE MARK IS AS DESCRIBED 208 FEET NORTHEAST ALONG OLD
 EG1092'RAILROAD BED FROM THIS CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0956 ***********************************************************************
 EG0956  DESIGNATION -  G 32
 EG0956  PID         -  EG0956
 EG0956  STATE/COUNTY-  MS/MARSHALL
 EG0956  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG0956
 EG0956                         *CURRENT SURVEY CONTROL
 EG0956  ___________________________________________________________________
 EG0956* NAD 83(1986)-  34 49 34.     (N)    089 24 30.     (W)     SCALED    
 EG0956* NAVD 88     -       145.163  (meters)     476.26   (feet)  ADJUSTED  
 EG0956  ___________________________________________________________________
 EG0956  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG0956  DYNAMIC HT  -         145.021 (meters)     475.79  (feet)  COMP
 EG0956  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 EG0956
 EG0956  VERT ORDER  -  SECOND    CLASS 0
 EG0956
 EG0956.The horizontal coordinates were scaled from a topographic map and have
 EG0956.an estimated accuracy of +/- 6 seconds.
 EG0956
 EG0956.The orthometric height was determined by differential leveling
 EG0956.and adjusted in June 1991.
 EG0956
 EG0956.The geoid height was determined by GEOID03.
 EG0956
 EG0956.The dynamic height is computed by dividing the NAVD 88
 EG0956.geopotential number by the normal gravity value computed on the
 EG0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0956.degrees latitude (g = 980.6199 gals.).
 EG0956
 EG0956.The modeled gravity was interpolated from observed gravity values.
 EG0956
 EG0956;                    North         East    Units  Estimated Accuracy
 EG0956;SPC MS E     -   590,730.      247,400.      MT  (+/- 180 meters Scaled)
 EG0956
 EG0956                          SUPERSEDED SURVEY CONTROL
 EG0956
 EG0956  NGVD 29 (??/??/92)  145.114  (m)          476.09   (f) ADJ UNCH    2 0
 EG0956
 EG0956.Superseded values are not recommended for survey control.
 EG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0956.See file dsdata.txt to determine how the superseded data were derived.
 EG0956
 EG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD797564(NAD 83)
 EG0956_MARKER: DB = BENCH MARK DISK
 EG0956_SETTING: 0 = UNSPECIFIED SETTING
 EG0956_STAMPING: G 32
 EG0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0956
 EG0956  HISTORY     - Date     Condition        Report By
 EG0956  HISTORY     - UNK      MONUMENTED       CGS
 EG0956  HISTORY     - 1966     POOR             MSHD
 EG0956
 EG0956                          STATION DESCRIPTION
 EG0956
 EG0956'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0956'4.5 MI N FROM HOLLY SPRINGS.
 EG0956'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON
 EG0956'HIGHWAY 7 FOR 1.4 MILES TO HIGHWAY 311 LEFT AND A SIDE ROAD RIGHT
 EG0956'EAST, TURN RIGHT EAST ON A MACADAM ROAD AND CONTINUE EAST FOR 0.65
 EG0956'MILE TO A T INTERSECTION, TURN RIGHT AND CONTINUE SOUTH ON A MACADAM
 EG0956'ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT NORTHEAST, TURN SHARP LEFT AND
 EG0956'CONTINUE NORTHEAST ON AN ALL WEATHER ROAD FOR 4.05 MILES TO A SIDE
 EG0956'ROAD LEFT NORTHWEST, TURN LEFT ON A FARM ROAD AND CONTINUE NORTHWEST
 EG0956'ON A FARM ROAD FOR 0.2 MILE TO THE RAILROAD TRACK AND THE MARK ON THE
 EG0956'RIGHT AS DESCRIBED.  IT IS 70.5 FEET EAST OF A TELEPHONE POLE, 14 FEET
 EG0956'NORTHEAST OF THE CENTER OF THE PRIVATE ROAD, 10 FEET SOUTHEAST OF THE
 EG0956'EAST RAIL, AND 2 FEET NORTHWEST OF A METAL WITNESS POST. NOTE-- THE
 EG0956'MARK WAS FOUND TO BE CHIPPED ON ONE SIDE AND IS LEANING SLIGHTLY AND
 EG0956'SHOULD BE USED WITH CAUTION.  THE G 32 WAS ALL THAT COULD BE READ.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1051 ***********************************************************************
 EG1051  DESIGNATION -  G 33
 EG1051  PID         -  EG1051
 EG1051  STATE/COUNTY-  MS/PONTOTOC
 EG1051  USGS QUAD   -  THAXTON (1980)
 EG1051
 EG1051                         *CURRENT SURVEY CONTROL
 EG1051  ___________________________________________________________________
 EG1051* NAD 83(1986)-  34 15 24.     (N)    089 14 10.     (W)     SCALED    
 EG1051* NAVD 88     -       125.692  (meters)     412.37   (feet)  ADJUSTED  
 EG1051  ___________________________________________________________________
 EG1051  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EG1051  DYNAMIC HT  -         125.567 (meters)     411.96  (feet)  COMP
 EG1051  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 EG1051
 EG1051  VERT ORDER  -  SECOND    CLASS 0
 EG1051
 EG1051.The horizontal coordinates were scaled from a topographic map and have
 EG1051.an estimated accuracy of +/- 6 seconds.
 EG1051
 EG1051.The orthometric height was determined by differential leveling
 EG1051.and adjusted in June 1991.
 EG1051
 EG1051.The geoid height was determined by GEOID03.
 EG1051
 EG1051.The dynamic height is computed by dividing the NAVD 88
 EG1051.geopotential number by the normal gravity value computed on the
 EG1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1051.degrees latitude (g = 980.6199 gals.).
 EG1051
 EG1051.The modeled gravity was interpolated from observed gravity values.
 EG1051
 EG1051;                    North         East    Units  Estimated Accuracy
 EG1051;SPC MS E     -   527,490.      262,900.      MT  (+/- 180 meters Scaled)
 EG1051
 EG1051                          SUPERSEDED SURVEY CONTROL
 EG1051
 EG1051  NGVD 29 (??/??/92)  125.647  (m)          412.23   (f) ADJ UNCH    2 0
 EG1051
 EG1051.Superseded values are not recommended for survey control.
 EG1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1051.See file dsdata.txt to determine how the superseded data were derived.
 EG1051
 EG1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC941928(NAD 83)
 EG1051_MARKER: DB = BENCH MARK DISK
 EG1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1051_SP_SET: BUILDING
 EG1051_STAMPING: G 33 1934
 EG1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1051
 EG1051  HISTORY     - Date     Condition        Report By
 EG1051  HISTORY     - 1934     MONUMENTED       CGS
 EG1051  HISTORY     - 1962     GOOD             MSHD
 EG1051  HISTORY     - 1979     GOOD             MSHD
 EG1051
 EG1051                          STATION DESCRIPTION
 EG1051
 EG1051'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1051'IN TOCCOPOLA.
 EG1051'AT TOCCOPOLA, ON STATE HIGHWAY 6, AT THE CONSOLIDATED HIGH SCHOOL. THE
 EG1051'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE SOUTH BRICK
 EG1051'WALL, 16 INCHES FROM THE EAST END AND 4 FEET ABOVE THE GROUND.  A
 EG1051'STANDARD DISK SET VERTICALLY 4 FEET ABOVE THE LEVEL OF THE GROUND.
 EG1051
 EG1051                          STATION RECOVERY (1979)
 EG1051
 EG1051'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1051'THE SCHOOL IS NOW ABANDONED AND IS IN A BAD STATE OF REPAIR BUT THE
 EG1051'MARK APPEARS TO BE IN GOOD CONDITION. THE MARK IS LOCATED 0.2 MILE
 EG1051'WEST OF THE MAIN CROSSROAD IN TOCCOPOLA IN THE SOUTHEAST CORNER OF AN
 EG1051'ABANDONED BRICK SCHOOL BUILDING ACROSS STATE HIGHWAY 334 FROM THE
 EG1051'BAPTIST CHURCH, 0.15 MILE SOUTH OF THE WATER TANK NEAR THE CENTER OF
 EG1051'SECTION 31, T 9S, R 1E. IT IS 154 FEET NORTH OF THE CENTER OF HIGHWAY
 EG1051'334, 63 FEET WEST OF THE CENTER OF A PAVED ROAD, 1.4 FEET WEST OF THE
 EG1051'SOUTHEAST CORNER OF THE SCHOOL SET VERTICALLY IN A DRILL HOLE IN THE
 EG1051'FACE OF THE SOUTH BRICK WALL OF THE SCHOOL AND IS ABOUT 4 FEET ABOVE
 EG1051'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1335 ***********************************************************************
 EG1335  CBN         -  This is a Cooperative Base Network Control Station.
 EG1335  DESIGNATION -  G 342
 EG1335  PID         -  EG1335
 EG1335  STATE/COUNTY-  MS/TISHOMINGO
 EG1335  USGS QUAD   -  IUKA (1984)
 EG1335
 EG1335                         *CURRENT SURVEY CONTROL
 EG1335  ___________________________________________________________________
 EG1335* NAD 83(2007)-  34 48 34.64810(N)    088 12 27.03345(W)     ADJUSTED  
 EG1335* NAVD 88     -       179.549  (meters)     589.07   (feet)  ADJUSTED  
 EG1335  ___________________________________________________________________
 EG1335  EPOCH DATE  -        2002.00
 EG1335  X           -     163,988.436 (meters)                     COMP
 EG1335  Y           -  -5,240,071.628 (meters)                     COMP
 EG1335  Z           -   3,620,633.189 (meters)                     COMP
 EG1335  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 EG1335  ELLIP HEIGHT-         152.222 (meters)          (02/10/07) ADJUSTED
 EG1335  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1335  DYNAMIC HT  -         179.378 (meters)     588.51  (feet)  COMP
 EG1335
 EG1335  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1335  Type    PID    Designation                      North   East  Ellip
 EG1335  -------------------------------------------------------------------
 EG1335  NETWORK EG1335 G 342                             0.61   0.59   1.86
 EG1335  -------------------------------------------------------------------
 EG1335  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 EG1335
 EG1335  VERT ORDER  -  FIRST     CLASS II
 EG1335
 EG1335.The horizontal coordinates were established by GPS observations
 EG1335.and adjusted by the National Geodetic Survey in February 2007.
 EG1335
 EG1335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1335.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1335.The horizontal coordinates are valid at the epoch date displayed above.
 EG1335.The epoch date for horizontal control is a decimal equivalence
 EG1335.of Year/Month/Day.
 EG1335
 EG1335.The orthometric height was determined by differential leveling
 EG1335.and adjusted in June 1991.
 EG1335
 EG1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1335
 EG1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1335
 EG1335.The ellipsoidal height was determined by GPS observations
 EG1335.and is referenced to NAD 83.
 EG1335
 EG1335.The geoid height was determined by GEOID03.
 EG1335
 EG1335.The dynamic height is computed by dividing the NAVD 88
 EG1335.geopotential number by the normal gravity value computed on the
 EG1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1335.degrees latitude (g = 980.6199 gals.).
 EG1335
 EG1335.The modeled gravity was interpolated from observed gravity values.
 EG1335
 EG1335;                    North         East     Units Scale Factor Converg.
 EG1335;SPC MS E     -   588,932.666   357,259.871   MT  0.99999040   +0 21 26.1
 EG1335;SPC MS E     - 1,932,189.92  1,172,110.09   sFT  0.99999040   +0 21 26.1
 EG1335;UTM  16      - 3,852,595.895   389,555.314   MT  0.99975034   -0 41 21.8
 EG1335
 EG1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1335!SPC MS E     -   0.99997611  x   0.99999040  =   0.99996651
 EG1335!UTM  16      -   0.99997611  x   0.99975034  =   0.99972645
 EG1335
 EG1335                          SUPERSEDED SURVEY CONTROL
 EG1335
 EG1335  ELLIP H (04/15/02)  152.184  (m)                       GP(       ) 4 2
 EG1335  ELLIP H (02/15/02)  152.181  (m)                       GP(       ) 4 1
 EG1335  NAD 83(1993)-  34 48 34.65661(N)    088 12 27.03094(W) AD(       ) 1
 EG1335  NAD 83(1993)-  34 48 34.64756(N)    088 12 27.03304(W) AD(       ) B
 EG1335  ELLIP H (01/12/94)  152.298  (m)                       GP(       ) 4 1
 EG1335  NAVD 88 (08/03/04)  179.55   (m)          589.1    (f) LEVELING    3  
 EG1335  NAVD 88 (01/12/94)  179.55   (m)          589.1    (f) LEVELING    3  
 EG1335  NGVD 29 (05/22/95)  179.44   (m)          588.7    (f) LEVELING    3  
 EG1335
 EG1335.Superseded values are not recommended for survey control.
 EG1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1335.See file dsdata.txt to determine how the superseded data were derived.
 EG1335
 EG1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8955552596(NAD 83)
 EG1335_MARKER: F = FLANGE-ENCASED ROD
 EG1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1335_SP_SET: STAINLESS STEEL ROD
 EG1335_STAMPING: G 342 1983
 EG1335_MARK LOGO: NGS   
 EG1335_PROJECTION: FLUSH
 EG1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1335+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EG1335_ROD/PIPE-DEPTH: 6.10 meters
 EG1335
 EG1335  HISTORY     - Date     Condition        Report By
 EG1335  HISTORY     - 1983     MONUMENTED       NGS
 EG1335  HISTORY     - 19920916 GOOD             MSHD
 EG1335  HISTORY     - 19930519 GOOD
 EG1335  HISTORY     - 19940113 GOOD             NOS
 EG1335  HISTORY     - 20000303 GOOD             MSHD
 EG1335  HISTORY     - 20031010 GOOD             TNDT
 EG1335  HISTORY     - 20040622 GOOD             MSDOT
 EG1335
 EG1335                          STATION DESCRIPTION
 EG1335
 EG1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1335'0.8 KM (0.5 MI) WEST FROM IUKA.
 EG1335'0.8 KM (0.5 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE
 EG1335'ROUTE 25 NORTH IN IUKA, AT THE JUNCTION OF STATE ROUTE 25 SOUTH, SET
 EG1335'ON AN EMBANKMENT AND BY A POWERLINE POLE WITH EIGHT GUIDE WIRES,
 EG1335'22.86 METERS (75.0 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 72,
 EG1335'33.22 METERS (109.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EG1335'ONE STORY BRICK HOUSE, 7.13 METERS (23.4 FT) WEST OF A POWERLINE POLE
 EG1335'WITH EIGHT GUIDE WIRES, AND 5.64 METERS (18.5 FT) WEST-SOUTHWEST OF A
 EG1335'RED FIRE HYDRANT.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 EG1335'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EG1335'THE MARK IS 1.82 M ABOVE HIGHWAY.
 EG1335
 EG1335                          STATION RECOVERY (1992)
 EG1335
 EG1335'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EG1335'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF THE CENTER OF
 EG1335'DOWNTOWN IUKA IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 EG1335'HIGHWAY 25 AND OLD U.S. HIGHWAY 72 (QUITMAN STREET), 1.15 MI
 EG1335'(1.85 KM) NORTH OF THE U.S. HIGHWAY 72 BRIDGE OVER STATE HIGHWAY 25
 EG1335'AND IS IN SECTION 23, T 3S, R 10E.
 EG1335'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 72 AND OLD
 EG1335'STATE HIGHWAY 25 IN IUKA, GO WEST ON OLD U.S. HIGHWAY 72 (QUITMAN
 EG1335'STREET) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF STATE HIGHWAY 25
 EG1335'AND THE MARK ON THE RIGHT.
 EG1335'STATION IS A STAINLESS STEEL ROD WITH A DATA POINT, ENCASED IN
 EG1335'CONCRETE, WITH A LOGO COVER STAMPED---G 342 1983---LOGO COVER IS
 EG1335'FLUSH WITH THE GROUND AND DATA POINT IS 3 INCHES BELOW THE SURFACE.
 EG1335'IT IS 163 FT (49.7 M) EAST OF THE CENTER OF THE NORTH BOUND LANE OF
 EG1335'HIGHWAY 25, 109 FT (33.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 EG1335'OF A ONE STORY BRICK HOUSE, 75 FT (22.9 M) NORTH OF THE CENTER OF OLD
 EG1335'HIGHWAY 72, 23.5 FT (7.2 M) WEST OF A POWER POLE WITH EIGHT GUY
 EG1335'WIRES, 18.5 FT (5.6 M) WEST-SOUTHWEST OF A RED FIRE HYDRANT, 2.8 FT
 EG1335'(0.9 M) WEST OF A R.O.W MARKER AND 2 FT (0.6 M) WEST OF A CARSONITE
 EG1335'WITNESS POST.
 EG1335
 EG1335                          STATION RECOVERY (1993)
 EG1335
 EG1335'RECOVERED 1993
 EG1335'RECOVERED IN GOOD CONDITION.
 EG1335
 EG1335                          STATION RECOVERY (1994)
 EG1335
 EG1335'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 EG1335'RECOVERED AS DESCRIBED.
 EG1335
 EG1335                          STATION RECOVERY (2000)
 EG1335
 EG1335'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EG1335'RECOVERED AS DESCRIBED.  THE HIGHWAY REFERENCED IN 1992 IS NOW
 EG1335'DESIGNATED AS ROUTE 172.
 EG1335
 EG1335                          STATION RECOVERY (2003)
 EG1335
 EG1335'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EG1335'RECOVERED AS DESCRIBED.
 EG1335
 EG1335                          STATION RECOVERY (2004)
 EG1335
 EG1335'RECOVERY NOTE BY MS DEPT TRANS 2004 (DRG)
 EG1335'RECOVERED AS DESCRIBED EXCEPT THAT THE BRICK HOUSE REFERRED TO IN 1992
 EG1335'HAS BEEN  REPLACED BY A SONIC DRIVE-IN RESTAURANT. NO NEW TIES WERE
 EG1335'MEASURED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1368 ***********************************************************************
 EG1368  DESIGNATION -  G 343
 EG1368  PID         -  EG1368
 EG1368  STATE/COUNTY-  MS/PRENTISS
 EG1368  USGS QUAD   -  BOONEVILLE (1973)
 EG1368
 EG1368                         *CURRENT SURVEY CONTROL
 EG1368  ___________________________________________________________________
 EG1368* NAD 83(1986)-  34 44 55.     (N)    088 33 36.     (W)     SCALED    
 EG1368* NAVD 88     -       136.681  (meters)     448.43   (feet)  ADJUSTED  
 EG1368  ___________________________________________________________________
 EG1368  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1368  DYNAMIC HT  -         136.549 (meters)     447.99  (feet)  COMP
 EG1368  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 EG1368
 EG1368  VERT ORDER  -  FIRST     CLASS II
 EG1368
 EG1368.The horizontal coordinates were scaled from a topographic map and have
 EG1368.an estimated accuracy of +/- 6 seconds.
 EG1368
 EG1368.The orthometric height was determined by differential leveling
 EG1368.and adjusted in June 1991.
 EG1368
 EG1368.The geoid height was determined by GEOID03.
 EG1368
 EG1368.The dynamic height is computed by dividing the NAVD 88
 EG1368.geopotential number by the normal gravity value computed on the
 EG1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1368.degrees latitude (g = 980.6199 gals.).
 EG1368
 EG1368.The modeled gravity was interpolated from observed gravity values.
 EG1368
 EG1368;                    North         East    Units  Estimated Accuracy
 EG1368;SPC MS E     -   582,020.      325,030.      MT  (+/- 180 meters Scaled)
 EG1368
 EG1368                          SUPERSEDED SURVEY CONTROL
 EG1368
 EG1368.No superseded survey control is available for this station.
 EG1368
 EG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD572462(NAD 83)
 EG1368_MARKER: DB = BENCH MARK DISK
 EG1368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EG1368_SP_SET: BRIDGE ABUTMENT
 EG1368_STAMPING: G 343 1983
 EG1368_MARK LOGO: NGS   
 EG1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1368+STABILITY: SURFACE MOTION
 EG1368
 EG1368  HISTORY     - Date     Condition        Report By
 EG1368  HISTORY     - 1983     MONUMENTED       NGS
 EG1368  HISTORY     - 20040816 MARK NOT FOUND   USACE
 EG1368
 EG1368                          STATION DESCRIPTION
 EG1368
 EG1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1368'10.1 KM (6.3 MI) NORTH FROM BOONEVILLE.
 EG1368'10.1 KM (6.3 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG1368'STATE ROUTES 30 AND 4 IN BOONEVILLE, SET IN THE SOUTHWEST ABUTMENT OF
 EG1368'A BRIDGE, 5.33 METERS (17.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EG1368'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EG1368
 EG1368                          STATION RECOVERY (2004)
 EG1368
 EG1368'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2526 ***********************************************************************
 EH2526  DESIGNATION -  G 344
 EH2526  PID         -  EH2526
 EH2526  STATE/COUNTY-  MS/COAHOMA
 EH2526  USGS QUAD   -  MOON LAKE (1964)
 EH2526
 EH2526                         *CURRENT SURVEY CONTROL
 EH2526  ___________________________________________________________________
 EH2526* NAD 83(1986)-  34 29 54.     (N)    090 32 54.     (W)     SCALED    
 EH2526* NAVD 88     -        64.001  (meters)     209.98   (feet)  ADJUSTED  
 EH2526  ___________________________________________________________________
 EH2526  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2526  DYNAMIC HT  -          63.940 (meters)     209.78  (feet)  COMP
 EH2526  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EH2526
 EH2526  VERT ORDER  -  FIRST     CLASS II
 EH2526
 EH2526.The horizontal coordinates were scaled from a topographic map and have
 EH2526.an estimated accuracy of +/- 6 seconds.
 EH2526
 EH2526.The orthometric height was determined by differential leveling
 EH2526.and adjusted in June 1991.
 EH2526
 EH2526.The geoid height was determined by GEOID03.
 EH2526
 EH2526.The dynamic height is computed by dividing the NAVD 88
 EH2526.geopotential number by the normal gravity value computed on the
 EH2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2526.degrees latitude (g = 980.6199 gals.).
 EH2526
 EH2526.The modeled gravity was interpolated from observed gravity values.
 EH2526
 EH2526;                    North         East    Units  Estimated Accuracy
 EH2526;SPC MS W     -   554,240.      680,260.      MT  (+/- 180 meters Scaled)
 EH2526
 EH2526                          SUPERSEDED SURVEY CONTROL
 EH2526
 EH2526  NGVD 29 (??/??/??)   64.042  (m)          210.11   (f) ADJUSTED    1 2
 EH2526
 EH2526.Superseded values are not recommended for survey control.
 EH2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2526.See file dsdata.txt to determine how the superseded data were derived.
 EH2526
 EH2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU251201(NAD 83)
 EH2526_MARKER: I = METAL ROD
 EH2526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2526_SP_SET: STAINLESS STEEL ROD
 EH2526_STAMPING: G 344 1983
 EH2526_MARK LOGO: NGS   
 EH2526_PROJECTION: FLUSH
 EH2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2526+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2526_ROD/PIPE-DEPTH: 19.5 meters
 EH2526
 EH2526  HISTORY     - Date     Condition        Report By
 EH2526  HISTORY     - 1983     MONUMENTED       NGS
 EH2526  HISTORY     - 1985     GOOD             NGS
 EH2526  HISTORY     - 20030610 GOOD             USACE
 EH2526
 EH2526                          STATION DESCRIPTION
 EH2526
 EH2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2526'8.6 KM (5.35 MI) NW FROM LULA.
 EH2526'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE OLD HIGH
 EH2526'SCHOOL IN LULA (WHICH IS 1.9 KM (1.2 MI) WEST OF THE POST OFFICE) TO
 EH2526'THE CREST OF THE LEVEE, THENCE 1.2 KM (0.75 MI) NORTH ALONG THE TOP OF
 EH2526'THE LEVEE, AT MILEPOST 57/58, 0.3 KM (0.2 MI) NORTHEAST OF A METAL
 EH2526'CATTLE GUARD AND CROSS FENCE AND CROSSROAD, ALSO, THE LEVEE CAN BE
 EH2526'REACHED BY GOING 2.6 KM (1.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 49 FROM
 EH2526'THE EAST END OF THE MISSISSIPPI RIVER BRIDGE, 4.26 METERS (14.0 FT)
 EH2526'SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, AND 6.09 METERS (20.0 FT)
 EH2526'NORTH-NORTHEAST OF MILEPOST 57/58.
 EH2526'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EH2526'THE MARK IS 0.6 M BELOW TOP OF LEVEE.
 EH2526
 EH2526                          STATION RECOVERY (1985)
 EH2526
 EH2526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2526'RECOVERED IN GOOD CONDITION.
 EH2526
 EH2526                          STATION RECOVERY (2003)
 EH2526
 EH2526'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2534 ***********************************************************************
 EH2534  DESIGNATION -  G 345
 EH2534  PID         -  EH2534
 EH2534  STATE/COUNTY-  MS/COAHOMA
 EH2534  USGS QUAD   -  MOON LAKE (1964)
 EH2534
 EH2534                         *CURRENT SURVEY CONTROL
 EH2534  ___________________________________________________________________
 EH2534* NAD 83(1993)-  34 24 09.34821(N)    090 34 54.26843(W)     ADJUSTED  
 EH2534* NAVD 88     -        64.158  (meters)     210.49   (feet)  ADJUSTED  
 EH2534  ___________________________________________________________________
 EH2534  X           -     -53,488.560 (meters)                     COMP
 EH2534  Y           -  -5,267,915.091 (meters)                     COMP
 EH2534  Z           -   3,583,403.194 (meters)                     COMP
 EH2534  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 EH2534  ELLIP HEIGHT-          37.406 (meters)          (05/13/94) ADJUSTED
 EH2534  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2534  DYNAMIC HT  -          64.095 (meters)     210.28  (feet)  COMP
 EH2534  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 EH2534
 EH2534  HORZ ORDER  -  FIRST
 EH2534  VERT ORDER  -  FIRST     CLASS II
 EH2534  ELLP ORDER  -  FOURTH    CLASS I
 EH2534
 EH2534.The horizontal coordinates were established by GPS observations
 EH2534.and adjusted by the National Geodetic Survey in May 1994.
 EH2534
 EH2534.The orthometric height was determined by differential leveling
 EH2534.and adjusted in July 1994.
 EH2534
 EH2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2534
 EH2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2534
 EH2534.The ellipsoidal height was determined by GPS observations
 EH2534.and is referenced to NAD 83.
 EH2534
 EH2534.The geoid height was determined by GEOID03.
 EH2534
 EH2534.The dynamic height is computed by dividing the NAVD 88
 EH2534.geopotential number by the normal gravity value computed on the
 EH2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2534.degrees latitude (g = 980.6199 gals.).
 EH2534
 EH2534.The modeled gravity was interpolated from observed gravity values.
 EH2534
 EH2534;                    North         East     Units Scale Factor Converg.
 EH2534;SPC MS W     -   543,631.414   677,160.839   MT  0.99995643   -0 08 25.3
 EH2534;SPC MS W     - 1,783,564.06  2,221,651.85   sFT  0.99995643   -0 08 25.3
 EH2534;SPC AR S     -   593,441.138   530,392.043   MT  0.99993905   +0 47 37.6
 EH2534;SPC AR S     - 1,946,981.47  1,740,127.89   sFT  0.99993905   +0 47 37.6
 EH2534;UTM  15      - 3,809,447.924   722,285.941   MT  1.00020909   +1 22 00.8
 EH2534
 EH2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2534!SPC MS W     -   0.99999413  x   0.99995643  =   0.99995056
 EH2534!SPC AR S     -   0.99999413  x   0.99993905  =   0.99993318
 EH2534!UTM  15      -   0.99999413  x   1.00020909  =   1.00020322
 EH2534
 EH2534                          SUPERSEDED SURVEY CONTROL
 EH2534
 EH2534  NAD 83(1986)-  34 24 09.35683(N)    090 34 54.26698(W) AD(       ) 1
 EH2534  NAD 27      -  34 24 08.98054(N)    090 34 53.89708(W) AD(       ) 1
 EH2534  NAVD 88 (06/15/91)   64.147  (m)          210.46   (f) UNKNOWN     1 2
 EH2534  NGVD 29 (??/??/??)   64.197  (m)          210.62   (f) ADJUSTED    1 2
 EH2534
 EH2534.Superseded values are not recommended for survey control.
 EH2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2534.See file dsdata.txt to determine how the superseded data were derived.
 EH2534
 EH2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2228609448(NAD 83)
 EH2534_MARKER: I = METAL ROD
 EH2534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2534_SP_SET: STAINLESS STEEL ROD
 EH2534_STAMPING: G 345 1983
 EH2534_MARK LOGO: NGS   
 EH2534_PROJECTION: FLUSH
 EH2534_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2534+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 EH2534_ROD/PIPE-DEPTH: 31.7 meters
 EH2534
 EH2534  HISTORY     - Date     Condition        Report By
 EH2534  HISTORY     - 1983     MONUMENTED       NGS
 EH2534  HISTORY     - 1984     GOOD             NGS
 EH2534  HISTORY     - 1984     GOOD             NGS
 EH2534  HISTORY     - 1985     GOOD             NGS
 EH2534  HISTORY     - 19920123 GOOD             NGS
 EH2534  HISTORY     - 20010503 GOOD             PROFLN
 EH2534
 EH2534                          STATION DESCRIPTION
 EH2534
 EH2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2534'19.0 KM (11.8 MI) SW FROM LULA.
 EH2534'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2534'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2534'SCHOOL IN LULA, THENCE 11.6 KM (7.2 MI) SOUTHERLY ALONG THE CROWN OF
 EH2534'THE NEW LEVEE, AT MILE MARKER 65/66, SET BETWEEN TWO WITNESS POSTS,
 EH2534'3.53 METERS (11.6 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE
 EH2534'ROAD, AND 3.26 METERS (10.7 FT) WEST-NORTHWEST OF CONCRETE MILE MARKER
 EH2534'65/66.
 EH2534'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 EH2534
 EH2534                          STATION RECOVERY (1984)
 EH2534
 EH2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2534'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF FRIARS
 EH2534'POINT, 10.1 KM (6.25 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF THE LEVEE
 EH2534'AND U.S HIGHWAY 49 WHICH IS ABOUT 6.4 KM (4.0 MI) EAST-SOUTHEAST OF
 EH2534'HELENA, AR, ALONG THE LEVEE AT MILEPOST 65/66, IN THE NORTHWEST 1/4
 EH2534'OF SECTION 11, T29N, R4W.  OWNERSHIP--YAZ00-MISSISSIPPI DELTA LEVEE
 EH2534'BOARD, C/O CHIEF ENGINEER, JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS
 EH2534'38614, TELEPHONE (601) 624-4397.
 EH2534'
 EH2534'TO REACH THE STATION FROM THE POST OFFICE IN FRIARS POINT, GO
 EH2534'NORTHEAST ON 2ND STREET FOR 0.7 KM (0.45 MI) TO A STREET LEFT, TURN
 EH2534'LEFT, NORTHWEST, FOR 0.2 KM (0.1 MI) TO THE LEVEE ROAD, (TO REACH THE
 EH2534'AZIMUTH MARK, TURN RIGHT, NORTHEAST, ON THE LEVEE ROAD FOR 4.5 KM
 EH2534'(2.8 MI) TO MILEPOST 66/67 AND THE STATION ON THE RIGHT SET BETWEEN
 EH2534'TWO STEEL BLADES PAINTED WHITE.) TURN RIGHT, NORTHEAST, ON THE LEVEE
 EH2534'ROAD FOR 6.0 KM (3.75 MI) TO MILEPOST 65/66 AND THE STATION ON THE
 EH2534'RIGHT SET BETWEEN TWO STEEL BLADES PAINTED WHITE.
 EH2534'
 EH2534'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2534'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2534'STAMPED---G 345 1983--- LOCATED 3.26 METERS (10.7 FEET) WNW FROM
 EH2534'MILEPOST 65/66 AND 3.54 METERS (11.6 FEET) SE FROM THE APPROXIMATE
 EH2534'CENTER OF THE LEVEE ROAD.
 EH2534'
 EH2534'AZIMUTH MARK IS A PUNCH MARK IN TOP OF A STANDARD NGS STAINLESS STEEL
 EH2534'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---H
 EH2534'345 1983--- LOCATED 3.9 METERS (12.8 FEET) SE FROM THE APPROXIMATE
 EH2534'CENTER OF THE LEVEE ROAD AND 2.74 METERS (9.0 FEET) NW FROM MILEPOST
 EH2534'66/67.
 EH2534'
 EH2534'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2534'MISSISSIPPI, MAY-JUNE 1984.
 EH2534
 EH2534                          STATION RECOVERY (1984)
 EH2534
 EH2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2534'RECOVERED IN GOOD CONDITION.
 EH2534
 EH2534                          STATION RECOVERY (1985)
 EH2534
 EH2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2534'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED
 EH2534'IN 1984.  AN UPDATED MILEAGE TO STATION FOLLOWS.
 EH2534'
 EH2534'TO REACH FROM THE FRIARS POINT POST OFFICE, GO NORTHEAST ON 2ND
 EH2534'STREET FOR 0.67 KM (0.4 MI) TO A PAVED STREET LEFT.  TURN LEFT,
 EH2534'NORTHWEST, FOR 0.15 KM (0.1 MI) TO THE LEVEE ROAD.
 EH2534'TURN RIGHT, NORTHEAST, ON THE LEVEE ROAD FOR 4.52 KM (2.8 MI)
 EH2534'TO MILEPOST 66/67 AND THE AZIMUTH MARK.  CONTINUE AHEAD FOR 1.51 KM
 EH2534'(0.9 MI) TO MILEPOST 65/66 AND THE STATION ON THE RIGHT BETWEEN
 EH2534'TWO STEEL GRADER BLADES.
 EH2534
 EH2534                          STATION RECOVERY (1992)
 EH2534
 EH2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2534'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2534'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH2534'PORT ROAD, THENCE 4.9 KM (3.05 MI) NORTHEASTERLY ALONG A GRAVELED
 EH2534'ROAD ON TOP OF A LEVEE, 3.5 M (11.5 FT) SOUTHEAST OF AND LEVEL WITH
 EH2534'THE ROAD CENTER, 3.1 M (10.2 FT) NORTHWEST OF LEVEE MARKER 65-66, 0.8
 EH2534'M (2.6 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHEAST OF A
 EH2534'VERTICAL 6-INCH STEEL POST, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 EH2534'VERTICAL 6-INCH STEEL POST.  NOTE--ACCESS TO THE DATUM POINT IS
 EH2534'THROUGH A 5-INCH LOGO CAP.
 EH2534
 EH2534                          STATION RECOVERY (2001)
 EH2534
 EH2534'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2001 (MT)
 EH2534'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2564 ***********************************************************************
 EH2564  DESIGNATION -  G 346
 EH2564  PID         -  EH2564
 EH2564  STATE/COUNTY-  MS/COAHOMA
 EH2564  USGS QUAD   -  RENA LARA (1982)
 EH2564
 EH2564                         *CURRENT SURVEY CONTROL
 EH2564  ___________________________________________________________________
 EH2564* NAD 83(1993)-  34 08 49.83045(N)    090 47 37.66342(W)     NO CHECK  
 EH2564* NAVD 88     -        58.662  (meters)     192.46   (feet)  ADJUSTED  
 EH2564  ___________________________________________________________________
 EH2564  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 EH2564  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2564  DYNAMIC HT  -          58.604 (meters)     192.27  (feet)  COMP
 EH2564  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 EH2564
 EH2564  HORZ ORDER  -  SECOND
 EH2564  VERT ORDER  -  FIRST     CLASS II
 EH2564
 EH2564.The horizontal coordinates were established by classical geodetic methods
 EH2564.and adjusted by the National Geodetic Survey in May 1994.
 EH2564.No horizontal observational check was made to the station.
 EH2564
 EH2564.The orthometric height was determined by differential leveling
 EH2564.and adjusted in June 1991.
 EH2564
 EH2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2564
 EH2564.The geoid height was determined by GEOID03.
 EH2564
 EH2564.The dynamic height is computed by dividing the NAVD 88
 EH2564.geopotential number by the normal gravity value computed on the
 EH2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2564.degrees latitude (g = 980.6199 gals.).
 EH2564
 EH2564.The modeled gravity was interpolated from observed gravity values.
 EH2564
 EH2564;                    North         East     Units Scale Factor Converg.
 EH2564;SPC MS W     -   515,367.394   657,535.769   MT  0.99997222   -0 15 30.5
 EH2564;SPC MS W     - 1,690,834.53  2,157,265.27   sFT  0.99997222   -0 15 30.5
 EH2564;UTM  15      - 3,780,673.501   703,404.911   MT  1.00011003   +1 14 19.7
 EH2564
 EH2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2564!SPC MS W     -   0.99999496  x   0.99997222  =   0.99996718
 EH2564!UTM  15      -   0.99999496  x   1.00011003  =   1.00010499
 EH2564
 EH2564                          SUPERSEDED SURVEY CONTROL
 EH2564
 EH2564  NAD 83(1986)-  34 08 49.83909(N)    090 47 37.66095(W) AD(       ) 2
 EH2564  NAD 27      -  34 08 49.45270(N)    090 47 37.28553(W) AD(       ) 2
 EH2564  NGVD 29 (??/??/??)   58.738  (m)          192.71   (f) ADJUSTED    1 2
 EH2564
 EH2564.Superseded values are not recommended for survey control.
 EH2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2564.See file dsdata.txt to determine how the superseded data were derived.
 EH2564
 EH2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0340580674(NAD 83)
 EH2564_MARKER: I = METAL ROD
 EH2564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2564_SP_SET: STAINLESS STEEL ROD
 EH2564_STAMPING: G 346 1983
 EH2564_MARK LOGO: NGS   
 EH2564_PROJECTION: RECESSED 4 CENTIMETERS
 EH2564_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2564+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2564_ROD/PIPE-DEPTH: 15.8 meters
 EH2564
 EH2564  HISTORY     - Date     Condition        Report By
 EH2564  HISTORY     - 1983     MONUMENTED       NGS
 EH2564  HISTORY     - 1984     GOOD             NGS
 EH2564  HISTORY     - 1984     GOOD             NGS
 EH2564  HISTORY     - 1985     GOOD             NGS
 EH2564  HISTORY     - 19920123 GOOD             NGS
 EH2564  HISTORY     - 20030610 GOOD             USACE
 EH2564
 EH2564                          STATION DESCRIPTION
 EH2564
 EH2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2564'1.5 KM (0.95 MI) SW FROM RENA LARA.
 EH2564'THE MARK IS ABOUT LEVEL WITH TOP OF LEVEE.
 EH2564'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2564'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2564'TOP OF THE LEVEE, THENCE 0.9 KM (0.55 MI) SOUTHWEST ALONG THE TOP OF
 EH2564'THE LEVEE, SET ON THE CREST OF THE LEVEE BY MILEPOST 92/93,
 EH2564'6.09 METERS (20.0 FT) EAST-SOUTHEAST OF THE CENTER OF LEVEE ROAD, AND
 EH2564'2.43 METERS (8.0 FT) NORTH OF MILEPOST 92/93.
 EH2564'THE MARK IS 0.52 METERS  SW FROM A WITNESS POST.
 EH2564
 EH2564                          STATION RECOVERY (1984)
 EH2564
 EH2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2564'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) WEST-SOUTHWEST OF RENA
 EH2564'LARA, 0.9 KM (0.55 MI) SOUTHWEST OF THE PAVED ROAD CROSSING OF THE
 EH2564'LEVEE FROM RENA LARA, ALONG THE LEVEE AT MILEPOST 92/93 AND IN THE
 EH2564'NORTHWEST 1/4 SECTION 11, T26N, R6W.  OWNERSHIP--YAZOO-MISSISSIPPI
 EH2564'DELTA LEVEE BOARD, C/O CHIEF ENGINEER, JOE F. MOONEY, PO BOX 610,
 EH2564'CLARKSDALE, MS 38614, PHONE (601) 624-4397.
 EH2564'
 EH2564'TO REACH THE STATION FROM STATION RENA 2 1964 GO SOUTHWEST ON THE
 EH2564'LEVEE ROAD FOR 0.8 KM (0.5 MI) TO MILEPOST 92/93 AND STATION G 346 ON
 EH2564'THE LEFT.
 EH2564'
 EH2564'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2564'MISSISSIPPI, MAY-JUNE 1984.
 EH2564
 EH2564                          STATION RECOVERY (1984)
 EH2564
 EH2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2564'RECOVERED IN GOOD CONDITION.
 EH2564
 EH2564                          STATION RECOVERY (1985)
 EH2564
 EH2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2564'STATION MARK RECOVERED IN GOOD CONDITION.
 EH2564
 EH2564                          STATION RECOVERY (1992)
 EH2564
 EH2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2564'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2564'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH2564'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 7.6 KM (4.70 MI)
 EH2564'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER
 EH2564'LEVEE, 6.2 M (20.3 FT) SOUTHEAST OF THE ROAD CENTER, 2.3 M (7.5 FT)
 EH2564'NORTH OF LEVEE MARKER NUMBER 92-93, 0.5 M (1.6 FT) NORTHEAST OF A
 EH2564'6-INCH STEEL POST, 0.5 M (1.6 FT) SOUTHWEST OF A 6-INCH STEEL POST,
 EH2564'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 EH2564'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2564
 EH2564                          STATION RECOVERY (2003)
 EH2564
 EH2564'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2471 ***********************************************************************
 EH2471  DESIGNATION -  G 348
 EH2471  PID         -  EH2471
 EH2471  STATE/COUNTY-  MS/DE SOTO
 EH2471  USGS QUAD   -  HORSESHOE LAKE (1981)
 EH2471
 EH2471                         *CURRENT SURVEY CONTROL
 EH2471  ___________________________________________________________________
 EH2471* NAD 83(1993)-  34 58 20.01013(N)    090 15 20.49111(W)     NO CHECK  
 EH2471* NAVD 88     -        70.601  (meters)     231.63   (feet)  ADJUSTED  
 EH2471  ___________________________________________________________________
 EH2471  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EH2471  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EH2471  DYNAMIC HT  -          70.536 (meters)     231.42  (feet)  COMP
 EH2471  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 EH2471
 EH2471  HORZ ORDER  -  SECOND
 EH2471  VERT ORDER  -  FIRST     CLASS II
 EH2471
 EH2471.The horizontal coordinates were established by classical geodetic methods
 EH2471.and adjusted by the National Geodetic Survey in May 1994.
 EH2471.No horizontal observational check was made to the station.
 EH2471
 EH2471.The orthometric height was determined by differential leveling
 EH2471.and adjusted in June 1991.
 EH2471
 EH2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2471
 EH2471.The geoid height was determined by GEOID03.
 EH2471
 EH2471.The dynamic height is computed by dividing the NAVD 88
 EH2471.geopotential number by the normal gravity value computed on the
 EH2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2471.degrees latitude (g = 980.6199 gals.).
 EH2471
 EH2471.The modeled gravity was interpolated from observed gravity values.
 EH2471
 EH2471;                    North         East     Units Scale Factor Converg.
 EH2471;SPC MS W     -   606,794.674   707,089.778   MT  0.99995062   +0 02 40.2
 EH2471;SPC MS W     - 1,990,792.19  2,319,843.71   sFT  0.99995062   +0 02 40.2
 EH2471;SPC AR N     -    72,290.945   559,278.962   MT  0.99999258   +1 00 54.0
 EH2471;SPC AR N     -   237,174.54  1,834,901.06   sFT  0.99999258   +1 00 54.0
 EH2471;UTM  15      - 3,873,403.617   750,540.358   MT  1.00037370   +1 34 25.7
 EH2471
 EH2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2471!SPC MS W     -   0.99999318  x   0.99995062  =   0.99994380
 EH2471!SPC AR N     -   0.99999318  x   0.99999258  =   0.99998576
 EH2471!UTM  15      -   0.99999318  x   1.00037370  =   1.00036688
 EH2471
 EH2471                          SUPERSEDED SURVEY CONTROL
 EH2471
 EH2471  NAD 83(1993)-  34 58 20.01076(N)    090 15 20.49375(W) AD(       ) 2
 EH2471  NAD 83(1986)-  34 58 20.01964(N)    090 15 20.49178(W) AD(       ) 2
 EH2471  NAD 27      -  34 58 19.67579(N)    090 15 20.13930(W) AD(       ) 2
 EH2471  NGVD 29 (??/??/??)   70.600  (m)          231.63   (f) ADJUSTED    1 2
 EH2471
 EH2471.Superseded values are not recommended for survey control.
 EH2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2471.See file dsdata.txt to determine how the superseded data were derived.
 EH2471
 EH2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5054073404(NAD 83)
 EH2471_MARKER: I = METAL ROD
 EH2471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2471_SP_SET: STAINLESS STEEL ROD
 EH2471_STAMPING: G 348 1983
 EH2471_MARK LOGO: NGS   
 EH2471_PROJECTION: RECESSED 6 CENTIMETERS
 EH2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2471+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2471_ROD/PIPE-DEPTH: 31.6 meters
 EH2471
 EH2471  HISTORY     - Date     Condition        Report By
 EH2471  HISTORY     - 1983     MONUMENTED       NGS
 EH2471  HISTORY     - 1984     GOOD             NGS
 EH2471  HISTORY     - 1984     GOOD             NGS
 EH2471  HISTORY     - 20000606 GOOD             NGS
 EH2471  HISTORY     - 20030408 GOOD             USACE
 EH2471
 EH2471                          STATION DESCRIPTION
 EH2471
 EH2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2471'17.5 KM (10.9 MI) WEST FROM WALLS.
 EH2471'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2471'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2471'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 10.6 KM (6.6 MI) WEST
 EH2471'ALONG THE LEVEE ROAD TO MILEPOST NUMBER 7/8 AND THE
 EH2471'MISSISSIPPI-TENNESSEE STATE LINE, THENCE 3.2 KM (2.0 MI) SOUTH ALONG
 EH2471'THE LEVEE ROAD, 0.4 KM (0.25 MI) NORTH-NORTHWEST OF A CATTLE GUARD IN
 EH2471'THE ROADWAY, TO THE MARK SET 2.4 METERS (7.8 FT) WEST-SOUTHWEST OF
 EH2471'MILEPOST NUMBER 9/10 AND 4.4 METERS (14.5 FT) EAST-NORTHEAST OF THE
 EH2471'CENTER OF THE LEVEE ROAD.
 EH2471'THE MARK IS 0.28 METERS  SSE FROM A WITNESS POST.
 EH2471'THE MARK IS 0.46 M BELOW LEVEE ROAD.
 EH2471
 EH2471                          STATION RECOVERY (1984)
 EH2471
 EH2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2471'THE STATION IS LOCATED ABOUT 9.7 KM (0.6 MI) WEST-NORTHWEST OF WALLS,
 EH2471'2.7 KM (1.7 MI) SOUTH OF THE TENNESSEE STATE LINE, AT LEVEE MILEPOST
 EH2471'9/10, ON THE DIVIDE LINE OF SECTION 27/28, T1S, R10W.  OWNERSHIP--
 EH2471'YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF ENGINEER JOE F. MOONEY,
 EH2471'PO BOX 610, CLARKSDALE, MS 38614, TELEPHONE (601) 624-4397.
 EH2471'
 EH2471'TO REACH THE STATION FROM THE POST OFFICE IN WALLS, GO NORTHEAST ON
 EH2471'US HIGHWAY 61 FOR 3.1 KM (1.9 MI) TO A DIRT ROAD LEFT (LEVEE ROAD),
 EH2471'TURN LEFT, WEST, FOR 0.6 KM (0.4 MI) TO A LOCKED GATE, GO THRU GATE
 EH2471'AND FOLLOW THE LEVEE ROAD FOR 12.0 KM (7.5 MI) TO MILEPOST 8/9 AND
 EH2471'CONTINUE SOUTH ALONG THE LEVEE ROAD FOR 1.3 KM (0.8 MI) TO MILEPOST
 EH2471'9/10 AND THE STATION G 348 ON THE LEFT. (STATION MARK IS SET BETWEEN
 EH2471'TWO STEEL BLADES PAINTED WHITE).
 EH2471'
 EH2471'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2471'STEEL CLASS B MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---G
 EH2471'348 1983--- LOCATED 2.4 METERS (7.8 FEET) WSW FROM MILEPOST 9/10 AND
 EH2471'4.4 METERS (14.5 FEET) ENE FROM THE
 EH2471'APPROXIMATE CENTER OF THE LEVEE ROAD.
 EH2471'
 EH2471'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2471'MISSISSIPPI, MAY-JUNE 1984.
 EH2471
 EH2471                          STATION RECOVERY (1984)
 EH2471
 EH2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2471'RECOVERED IN GOOD CONDITION.
 EH2471
 EH2471                          STATION RECOVERY (2000)
 EH2471
 EH2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH2471'SITE INACCESSIBLE DUE TO LOCKED GATE.
 EH2471
 EH2471                          STATION RECOVERY (2003)
 EH2471
 EH2471'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2503 ***********************************************************************
 EH2503  DESIGNATION -  G 349
 EH2503  PID         -  EH2503
 EH2503  STATE/COUNTY-  MS/TUNICA
 EH2503  USGS QUAD   -  TUNICA (1981)
 EH2503
 EH2503                         *CURRENT SURVEY CONTROL
 EH2503  ___________________________________________________________________
 EH2503* NAD 83(1986)-  34 44 05.     (N)    090 25 50.     (W)     SCALED    
 EH2503* NAVD 88     -        67.359  (meters)     220.99   (feet)  ADJUSTED  
 EH2503  ___________________________________________________________________
 EH2503  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EH2503  DYNAMIC HT  -          67.296 (meters)     220.79  (feet)  COMP
 EH2503  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 EH2503
 EH2503  VERT ORDER  -  FIRST     CLASS II
 EH2503
 EH2503.The horizontal coordinates were scaled from a topographic map and have
 EH2503.an estimated accuracy of +/- 6 seconds.
 EH2503
 EH2503.The orthometric height was determined by differential leveling
 EH2503.and adjusted in June 1991.
 EH2503
 EH2503.The geoid height was determined by GEOID03.
 EH2503
 EH2503.The dynamic height is computed by dividing the NAVD 88
 EH2503.geopotential number by the normal gravity value computed on the
 EH2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2503.degrees latitude (g = 980.6199 gals.).
 EH2503
 EH2503.The modeled gravity was interpolated from observed gravity values.
 EH2503
 EH2503;                    North         East    Units  Estimated Accuracy
 EH2503;SPC MS W     -   580,450.      691,100.      MT  (+/- 180 meters Scaled)
 EH2503
 EH2503                          SUPERSEDED SURVEY CONTROL
 EH2503
 EH2503  NGVD 29 (??/??/??)   67.383  (m)          221.07   (f) ADJUSTED    1 2
 EH2503
 EH2503.Superseded values are not recommended for survey control.
 EH2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2503.See file dsdata.txt to determine how the superseded data were derived.
 EH2503
 EH2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU352466(NAD 83)
 EH2503_MARKER: I = METAL ROD
 EH2503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2503_SP_SET: STAINLESS STEEL ROD
 EH2503_STAMPING: G 349 1983
 EH2503_MARK LOGO: NGS   
 EH2503_PROJECTION: FLUSH
 EH2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2503+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2503_ROD/PIPE-DEPTH: 26.8 meters
 EH2503
 EH2503  HISTORY     - Date     Condition        Report By
 EH2503  HISTORY     - 1983     MONUMENTED       NGS
 EH2503  HISTORY     - 20030603 GOOD             USACE
 EH2503  HISTORY     - 20080514 GOOD             MSDOT
 EH2503
 EH2503                          STATION DESCRIPTION
 EH2503
 EH2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2503'13.5 KM (8.40 MI) NW FROM TUNICA.
 EH2503'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2503'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2503'CROWN OF THE LEVEE, THENCE 5.0 KM (3.1 MI) NORTHERLY ALONG THE TOP OF
 EH2503'THE LEVEE, AT MILE POST 33/34, ABOUT 200 YARDS NORTHWEST OF TWO LARGE
 EH2503'GREEN MACHINE SHEDS, 0.2 KM (0.15 MI) EAST OF A DIAGONAL GRAVEL
 EH2503'CROSSROAD OVER THE LEVEE, 3.81 METERS (12.5 FT) SOUTH OF THE CENTER OF
 EH2503'THE LEVEE ROAD, AND 1.16 METERS (3.8 FT) NORTH OF MILE POST NUMBER
 EH2503'33/34.  NOTE, THE ROD DRIVING RATE EXCEEDED ONE MINUTE PER FOOT, ROD
 EH2503'ANCHORED.
 EH2503'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EH2503'THE MARK IS 0.3 M BELOW LEVEE ROAD.
 EH2503
 EH2503                          STATION RECOVERY (2003)
 EH2503
 EH2503'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2503'RECOVERED IN GOOD CONDITION.
 EH2503
 EH2503                          STATION RECOVERY (2008)
 EH2503
 EH2503'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1541 ***********************************************************************
 DJ1541  DESIGNATION -  G 352
 DJ1541  PID         -  DJ1541
 DJ1541  STATE/COUNTY-  MS/NOXUBEE
 DJ1541  USGS QUAD   -  MACON (1982)
 DJ1541
 DJ1541                         *CURRENT SURVEY CONTROL
 DJ1541  ___________________________________________________________________
 DJ1541* NAD 83(1986)-  33 06 17.     (N)    088 32 37.     (W)     SCALED    
 DJ1541* NAVD 88     -        63.590  (meters)     208.63   (feet)  ADJUSTED  
 DJ1541  ___________________________________________________________________
 DJ1541  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DJ1541  DYNAMIC HT  -          63.520 (meters)     208.40  (feet)  COMP
 DJ1541  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 DJ1541
 DJ1541  VERT ORDER  -  FIRST     CLASS II
 DJ1541
 DJ1541.The horizontal coordinates were scaled from a topographic map and have
 DJ1541.an estimated accuracy of +/- 6 seconds.
 DJ1541
 DJ1541.The orthometric height was determined by differential leveling
 DJ1541.and adjusted in June 1991.
 DJ1541
 DJ1541.The geoid height was determined by GEOID03.
 DJ1541
 DJ1541.The dynamic height is computed by dividing the NAVD 88
 DJ1541.geopotential number by the normal gravity value computed on the
 DJ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1541.degrees latitude (g = 980.6199 gals.).
 DJ1541
 DJ1541.The modeled gravity was interpolated from observed gravity values.
 DJ1541
 DJ1541;                    North         East    Units  Estimated Accuracy
 DJ1541;SPC MS E     -   399,690.      327,040.      MT  (+/- 180 meters Scaled)
 DJ1541
 DJ1541                          SUPERSEDED SURVEY CONTROL
 DJ1541
 DJ1541.No superseded survey control is available for this station.
 DJ1541
 DJ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB559639(NAD 83)
 DJ1541_MARKER: I = METAL ROD
 DJ1541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1541_SP_SET: STAINLESS STEEL ROD
 DJ1541_STAMPING: G 352 1983
 DJ1541_MARK LOGO: NGS   
 DJ1541_PROJECTION: FLUSH
 DJ1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1541_ROD/PIPE-DEPTH: 2.77 meters
 DJ1541
 DJ1541  HISTORY     - Date     Condition        Report By
 DJ1541  HISTORY     - 1983     MONUMENTED       NGS
 DJ1541
 DJ1541                          STATION DESCRIPTION
 DJ1541
 DJ1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1541'1.7 KM (1.05 MI) EAST FROM MACON.
 DJ1541'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE IN
 DJ1541'MACON, AT A GRAVELED SIDE ROAD LEADING SOUTH, 18.59 METERS (61.0 FT)
 DJ1541'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.65 METERS
 DJ1541'(12.0 FT) EAST OF THE CENTER OF THE GRAVELED ROAD, 2.80 METERS
 DJ1541'(9.2 FT) SOUTH OF A GUY WIRE ANCHOR, 0.85 METERS (2.8 FT) NORTH OF A
 DJ1541'POWERLINE POLE, AND 0.27 METERS (0.9 FT) WEST OF A FENCE LINE.  NOTE,
 DJ1541'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 DJ1541'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 DJ1541'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1133 ***********************************************************************
 CO1133  DESIGNATION -  G 353
 CO1133  PID         -  CO1133
 CO1133  STATE/COUNTY-  MS/LAUDERDALE
 CO1133  USGS QUAD   -  LAUDERDALE (1985)
 CO1133
 CO1133                         *CURRENT SURVEY CONTROL
 CO1133  ___________________________________________________________________
 CO1133* NAD 83(1986)-  32 31 16.     (N)    088 30 51.     (W)     SCALED    
 CO1133* NAVD 88     -        65.418  (meters)     214.63   (feet)  ADJUSTED  
 CO1133  ___________________________________________________________________
 CO1133  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CO1133  DYNAMIC HT  -          65.342 (meters)     214.38  (feet)  COMP
 CO1133  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CO1133
 CO1133  VERT ORDER  -  FIRST     CLASS II
 CO1133
 CO1133.The horizontal coordinates were scaled from a topographic map and have
 CO1133.an estimated accuracy of +/- 6 seconds.
 CO1133
 CO1133.The orthometric height was determined by differential leveling
 CO1133.and adjusted in June 1991.
 CO1133
 CO1133.The geoid height was determined by GEOID03.
 CO1133
 CO1133.The dynamic height is computed by dividing the NAVD 88
 CO1133.geopotential number by the normal gravity value computed on the
 CO1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1133.degrees latitude (g = 980.6199 gals.).
 CO1133
 CO1133.The modeled gravity was interpolated from observed gravity values.
 CO1133
 CO1133;                    North         East    Units  Estimated Accuracy
 CO1133;SPC MS E     -   334,980.      329,990.      MT  (+/- 180 meters Scaled)
 CO1133
 CO1133                          SUPERSEDED SURVEY CONTROL
 CO1133
 CO1133.No superseded survey control is available for this station.
 CO1133
 CO1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA577992(NAD 83)
 CO1133_MARKER: I = METAL ROD
 CO1133_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1133_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1133_STAMPING: G 353 1983
 CO1133_MARK LOGO: NGS   
 CO1133_PROJECTION: RECESSED 4 CENTIMETERS
 CO1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1133+STABILITY: POSITION/ELEVATION WELL
 CO1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1133+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1990
 CO1133_ROD/PIPE-DEPTH: 15.8 meters
 CO1133_SLEEVE-DEPTH  : 6.09 meters
 CO1133
 CO1133  HISTORY     - Date     Condition        Report By
 CO1133  HISTORY     - 1983     MONUMENTED       NGS
 CO1133  HISTORY     - 19900405 GOOD             MSHD
 CO1133
 CO1133                          STATION DESCRIPTION
 CO1133
 CO1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CO1133'IN LAUDERDALE.
 CO1133'IN LAUDERDALE, SET IN THE LAWN AT THE SOUTHEAST CORNER OF THE POST
 CO1133'OFFICE BUILDING, 31.70 METERS (104.0 FT) SOUTHEAST OF THE CENTER OF
 CO1133'OLD U.S. HIGHWAY 45, 12.95 METERS (42.5 FT) SOUTHWEST OF THE NORTHEAST
 CO1133'CORNER OF THE BUILDING, 2.74 METERS (9.0 FT) SOUTHEAST OF THE
 CO1133'SOUTHEAST CORNER OF THE BUILDING, AND 11.88 METERS (39.0 FT) NORTHEAST
 CO1133'OF THE CENTER OF A SMALL ASPHALT ROAD.
 CO1133'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CO1133
 CO1133                          STATION RECOVERY (1990)
 CO1133
 CO1133'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1133'MARK IS LOCATED ON THE LAWN AT THE REAR OF THE POST OFFICE LAUDERDALE,
 CO1133'IN THE NORTHEAST ANGLE OF THE JUNCTION OF YORK ROAD AND OLD U.S.
 CO1133'HIGHWAY 45 AND IS IN SECTION 24, T 8N, R 17E.
 CO1133'MARK IS A STAINLESS STEEL ROD WITH AN ALUMINUM COVER, ABOUT 5 INCHES
 CO1133'BELOW THE GROUND, 142 FT (43.3 M) NORTH OF THE CENTER OF YORK ROAD,
 CO1133'103.5 FT (31.5 M) SOUTHEAST OF THE CENTER OF OLD HIGHWAY 45, 29 FT
 CO1133'(8.8 M) SOUTHWEST OF A POWER POLE WITH GUY A WIRE, 9 FT (2.7 M)
 CO1133'SOUTHEAST OF THE SOUTH CORNER OF THE POST OFFICE AND IS ON LINE WITH
 CO1133'THE SOUTHWEST WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1406 ***********************************************************************
 EG1406  DESIGNATION -  G 356
 EG1406  PID         -  EG1406
 EG1406  STATE/COUNTY-  MS/PRENTISS
 EG1406  USGS QUAD   -  MARIETTA (1979)
 EG1406
 EG1406                         *CURRENT SURVEY CONTROL
 EG1406  ___________________________________________________________________
 EG1406* NAD 83(1986)-  34 33 15.     (N)    088 27 45.     (W)     SCALED    
 EG1406* NAVD 88     -       121.945  (meters)     400.08   (feet)  ADJUSTED  
 EG1406  ___________________________________________________________________
 EG1406  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1406  DYNAMIC HT  -         121.826 (meters)     399.69  (feet)  COMP
 EG1406  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EG1406
 EG1406  VERT ORDER  -  FIRST     CLASS II
 EG1406
 EG1406.The horizontal coordinates were scaled from a topographic map and have
 EG1406.an estimated accuracy of +/- 6 seconds.
 EG1406
 EG1406.The orthometric height was determined by differential leveling
 EG1406.and adjusted in June 1991.
 EG1406
 EG1406.The geoid height was determined by GEOID03.
 EG1406
 EG1406.The dynamic height is computed by dividing the NAVD 88
 EG1406.geopotential number by the normal gravity value computed on the
 EG1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1406.degrees latitude (g = 980.6199 gals.).
 EG1406
 EG1406.The modeled gravity was interpolated from observed gravity values.
 EG1406
 EG1406;                    North         East    Units  Estimated Accuracy
 EG1406;SPC MS E     -   560,480.      334,030.      MT  (+/- 180 meters Scaled)
 EG1406
 EG1406                          SUPERSEDED SURVEY CONTROL
 EG1406
 EG1406  NGVD 29 (??/??/92)  121.878  (m)          399.86   (f) ADJ UNCH    1 2
 EG1406
 EG1406.Superseded values are not recommended for survey control.
 EG1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1406.See file dsdata.txt to determine how the superseded data were derived.
 EG1406
 EG1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD658245(NAD 83)
 EG1406_MARKER: I = METAL ROD
 EG1406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1406_SP_SET: STAINLESS STEEL ROD
 EG1406_STAMPING: G 356 1985
 EG1406_MARK LOGO: NGS   
 EG1406_PROJECTION: FLUSH
 EG1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1406+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 EG1406_ROD/PIPE-DEPTH: 7.9  meters
 EG1406
 EG1406  HISTORY     - Date     Condition        Report By
 EG1406  HISTORY     - 1985     MONUMENTED       NGS
 EG1406  HISTORY     - 20020411 GOOD             USACE
 EG1406
 EG1406                          STATION DESCRIPTION
 EG1406
 EG1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1406'0.8 KM (0.5 MI) SOUTH FROM HOBO STATION.
 EG1406'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 371 FROM THE JUNCTION OF
 EG1406'STATE HIGHWAY 4 IN HOBO STATION TO THE MARK ON THE LEFT ON THE SOUTH
 EG1406'SIDE OF THE GRAVELED ENTRANCE DRIVE FOR A SINGLE STORY CONCRETE BLOCK
 EG1406'HOUSE, 16.61 METERS (54.5 FT) EAST OF THE CENTER LINE OF STATE HIGHWAY
 EG1406'371, 0.61 METER (2.0 FT) WEST OF TELEPHONE POLE NUMBER 13, 7.92 METERS
 EG1406'(26.0 FT) SOUTH OF THE GRAVEL ENTRANCE DRIVE TO THE HOUSE AND 20.81
 EG1406'METERS (68.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 EG1406'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1406'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 EG1406'THE MARK IS ABOVE LEVEL WITH ROAD.
 EG1406
 EG1406                          STATION RECOVERY (2002)
 EG1406
 EG1406'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DG5278 ***********************************************************************
 DG5278  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5278  DESIGNATION -  G 356X
 DG5278  PID         -  DG5278
 DG5278  STATE/COUNTY-  MS/PRENTISS
 DG5278  USGS QUAD   -  MARIETTA (1979)
 DG5278
 DG5278                         *CURRENT SURVEY CONTROL
 DG5278  ___________________________________________________________________
 DG5278* NAD 83(2007)-  34 33 16.07242(N)    088 27 46.41165(W)     ADJUSTED  
 DG5278* NAVD 88     -       121.35   (meters)     398.1    (feet)  GPS OBS   
 DG5278  ___________________________________________________________________
 DG5278  EPOCH DATE  -        2002.00
 DG5278  X           -     141,061.238 (meters)                     COMP
 DG5278  Y           -  -5,256,803.809 (meters)                     COMP
 DG5278  Z           -   3,597,322.788 (meters)                     COMP
 DG5278  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DG5278  ELLIP HEIGHT-          93.830 (meters)          (02/10/07) ADJUSTED
 DG5278  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG5278
 DG5278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5278  Type    PID    Designation                      North   East  Ellip
 DG5278  -------------------------------------------------------------------
 DG5278  NETWORK DG5278 G 356X                            1.37   1.20   2.04
 DG5278  -------------------------------------------------------------------
 DG5278
 DG5278.The horizontal coordinates were established by GPS observations
 DG5278.and adjusted by the National Geodetic Survey in February 2007.
 DG5278
 DG5278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5278.The horizontal coordinates are valid at the epoch date displayed above.
 DG5278.The epoch date for horizontal control is a decimal equivalence
 DG5278.of Year/Month/Day.
 DG5278
 DG5278.The orthometric height was determined by GPS observations and a
 DG5278.high-resolution geoid model.
 DG5278.The orthometric height was determined by GPS observations and a
 DG5278.high-resolution geoid model using precise GPS observation and
 DG5278.processing techniques.
 DG5278
 DG5278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5278
 DG5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5278
 DG5278.The ellipsoidal height was determined by GPS observations
 DG5278.and is referenced to NAD 83.
 DG5278
 DG5278.The geoid height was determined by GEOID03.
 DG5278
 DG5278;                    North         East     Units Scale Factor Converg.
 DG5278;SPC MS E     -   560,511.795   333,997.558   MT  0.99996424   +0 12 36.4
 DG5278;SPC MS E     - 1,838,945.78  1,095,790.32   sFT  0.99996424   +0 12 36.4
 DG5278;UTM  16      - 3,824,608.651   365,783.912   MT  0.99982204   -0 49 47.5
 DG5278
 DG5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5278!SPC MS E     -   0.99998527  x   0.99996424  =   0.99994951
 DG5278!UTM  16      -   0.99998527  x   0.99982204  =   0.99980731
 DG5278
 DG5278                          SUPERSEDED SURVEY CONTROL
 DG5278
 DG5278  NAD 83(1993)-  34 33 16.07214(N)    088 27 46.41142(W) AD(       ) B
 DG5278  ELLIP H (04/05/04)   93.844  (m)                       GP(       ) 4 1
 DG5278  NAVD 88 (04/05/04)  121.27   (m)          397.9    (f) LEVELING    3  
 DG5278
 DG5278.Superseded values are not recommended for survey control.
 DG5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5278.See file dsdata.txt to determine how the superseded data were derived.
 DG5278
 DG5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6578424609(NAD 83)
 DG5278_MARKER: F = FLANGE-ENCASED ROD
 DG5278_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5278+WITH SETTING: INFORMATION.
 DG5278_STAMPING: G 356X 2002
 DG5278_MARK LOGO: USACE 
 DG5278_PROJECTION: RECESSED 8 CENTIMETERS
 DG5278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5278+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 DG5278_ROD/PIPE-DEPTH:  2.1 meters
 DG5278
 DG5278  HISTORY     - Date     Condition        Report By
 DG5278  HISTORY     - 20020612 MONUMENTED       EMCINC
 DG5278
 DG5278                          STATION DESCRIPTION
 DG5278
 DG5278'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5278'THE MARK IS LOCATED 0.30 KILOMETERS (0.5 MILES) SOUTH OF HOBO STATION,
 DG5278'MISSISSIPPI AND 5.6 KILOMETERS (3.5 MILES) NORTH OF MARIETTA,
 DG5278'MISSISSIPPI.TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 4
 DG5278'AND STATE ROAD 371 IN HOBO STATION, MISSISSIPPI GO SOUTH ON STATE ROAD
 DG5278'371 FOR 0.31 KILOMETERS (0.5 MILES) TO THE STATION ON THE RIGHT, ON
 DG5278'THE WEST SHOULDER OF STATE ROAD 371.THE MARK IS 4.9 METERS (16.1 FEET)
 DG5278'WEST, SOUTHWEST OF THE CENTER OF STATE ROAD 371, 7.1 METERS (23.3
 DG5278'FEET) EAST, SOUTHEAST OF A CARSONITE WITNESS POST SET IN A BARBWIRE
 DG5278'FENCE, 30.6 METERS (100.4 FEET) SOUTH OF A LIGHT POLE ON THE EAST SIDE
 DG5278'OF STATE ROAD 371 AND 47.6 METERS (156.3 FEET) NORTHWEST OF BENCHMARK
 DG5278'G 356.THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP
 DG5278'SET ON AN ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5278' 
 DG5278'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1547 ***********************************************************************
 DJ1547  DESIGNATION -  G 357
 DJ1547  PID         -  DJ1547
 DJ1547  STATE/COUNTY-  MS/MONROE
 DJ1547  USGS QUAD   -  WREN (1992)
 DJ1547
 DJ1547                         *CURRENT SURVEY CONTROL
 DJ1547  ___________________________________________________________________
 DJ1547* NAD 83(1986)-  33 59 39.     (N)    088 36 38.     (W)     SCALED    
 DJ1547* NAVD 88     -        94.754  (meters)     310.87   (feet)  ADJUSTED  
 DJ1547  ___________________________________________________________________
 DJ1547  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DJ1547  DYNAMIC HT  -          94.658 (meters)     310.56  (feet)  COMP
 DJ1547  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DJ1547
 DJ1547  VERT ORDER  -  FIRST     CLASS II
 DJ1547
 DJ1547.The horizontal coordinates were scaled from a topographic map and have
 DJ1547.an estimated accuracy of +/- 6 seconds.
 DJ1547
 DJ1547.The orthometric height was determined by differential leveling
 DJ1547.and adjusted in June 1991.
 DJ1547
 DJ1547.The geoid height was determined by GEOID03.
 DJ1547
 DJ1547.The dynamic height is computed by dividing the NAVD 88
 DJ1547.geopotential number by the normal gravity value computed on the
 DJ1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1547.degrees latitude (g = 980.6199 gals.).
 DJ1547
 DJ1547.The modeled gravity was interpolated from observed gravity values.
 DJ1547
 DJ1547;                    North         East    Units  Estimated Accuracy
 DJ1547;SPC MS E     -   498,320.      320,580.      MT  (+/- 180 meters Scaled)
 DJ1547
 DJ1547                          SUPERSEDED SURVEY CONTROL
 DJ1547
 DJ1547  NGVD 29 (??/??/92)   94.691  (m)          310.67   (f) ADJ UNCH    1 2
 DJ1547
 DJ1547.Superseded values are not recommended for survey control.
 DJ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1547.See file dsdata.txt to determine how the superseded data were derived.
 DJ1547
 DJ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC512626(NAD 83)
 DJ1547_MARKER: I = METAL ROD
 DJ1547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1547_SP_SET: STAINLESS STEEL ROD
 DJ1547_STAMPING: G 357 1985
 DJ1547_MARK LOGO: NGS   
 DJ1547_PROJECTION: FLUSH
 DJ1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1547_ROD/PIPE-DEPTH: 4.9  meters
 DJ1547
 DJ1547  HISTORY     - Date     Condition        Report By
 DJ1547  HISTORY     - 1985     MONUMENTED       NGS
 DJ1547
 DJ1547                          STATION DESCRIPTION
 DJ1547
 DJ1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DJ1547'13.4 KM (8.3 MI) EAST FROM OKOLONA.
 DJ1547'12.1 KM (7.5 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S.
 DJ1547'HIGHWAY 45 ALTERNATE IN OKOLONA TO THE JUNCTION OF U.S. HIGHWAY 45,
 DJ1547'THENCE CONTINUE EAST FOR 1.5 KM (0.95 MI) ON U.S. HIGHWAY 278 TO THE
 DJ1547'MARK ON THE RIGHT, ALSO 12.0 KM (7.45 MI) WEST ON U.S. HIGHWAY 278
 DJ1547'FROM THE JUNCTION OF STATE HIGHWAY 25 NORTH IN AMORY, 15.85 METERS
 DJ1547'(52.0 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 57.30 METERS (188.0
 DJ1547'FT) WEST OF A GRAVEL ROAD LEADING SOUTH, 1.37 METERS (4.5 FT) NORTH
 DJ1547'OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DJ1547'5-INCH LOGO CAP.
 DJ1547'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 DJ1547'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1446 ***********************************************************************
 EG1446  DESIGNATION -  G 358
 EG1446  PID         -  EG1446
 EG1446  STATE/COUNTY-  MS/ITAWAMBA
 EG1446  USGS QUAD   -  BEANS FERRY (1992)
 EG1446
 EG1446                         *CURRENT SURVEY CONTROL
 EG1446  ___________________________________________________________________
 EG1446* NAD 83(1986)-  34 13 38.     (N)    088 24 05.     (W)     SCALED    
 EG1446* NAVD 88     -        82.209  (meters)     269.71   (feet)  ADJUSTED  
 EG1446  ___________________________________________________________________
 EG1446  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG1446  DYNAMIC HT  -          82.126 (meters)     269.44  (feet)  COMP
 EG1446  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 EG1446
 EG1446  VERT ORDER  -  FIRST     CLASS II
 EG1446
 EG1446.The horizontal coordinates were scaled from a topographic map and have
 EG1446.an estimated accuracy of +/- 6 seconds.
 EG1446
 EG1446.The orthometric height was determined by differential leveling
 EG1446.and adjusted in June 1991.
 EG1446
 EG1446.The geoid height was determined by GEOID03.
 EG1446
 EG1446.The dynamic height is computed by dividing the NAVD 88
 EG1446.geopotential number by the normal gravity value computed on the
 EG1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1446.degrees latitude (g = 980.6199 gals.).
 EG1446
 EG1446.The modeled gravity was interpolated from observed gravity values.
 EG1446
 EG1446;                    North         East    Units  Estimated Accuracy
 EG1446;SPC MS E     -   524,240.      339,800.      MT  (+/- 180 meters Scaled)
 EG1446
 EG1446                          SUPERSEDED SURVEY CONTROL
 EG1446
 EG1446  NGVD 29 (??/??/92)   82.141  (m)          269.49   (f) ADJ UNCH    1 2
 EG1446
 EG1446.Superseded values are not recommended for survey control.
 EG1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1446.See file dsdata.txt to determine how the superseded data were derived.
 EG1446
 EG1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC709882(NAD 83)
 EG1446_MARKER: I = METAL ROD
 EG1446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1446_SP_SET: STAINLESS STEEL ROD
 EG1446_STAMPING: G 358 1985
 EG1446_MARK LOGO: NGS   
 EG1446_PROJECTION: FLUSH
 EG1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1446+STABILITY: POSITION/ELEVATION WELL
 EG1446_ROD/PIPE-DEPTH: 15.8 meters
 EG1446
 EG1446  HISTORY     - Date     Condition        Report By
 EG1446  HISTORY     - 1985     MONUMENTED       NGS
 EG1446
 EG1446                          STATION DESCRIPTION
 EG1446
 EG1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1446'36.9 KM (22.9 MI) NORTH FROM AMORY.
 EG1446'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1446'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 33.2 KM (20.65 MI) NORTH
 EG1446'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE
 EG1446'TENNESSEE-TOMBIGBEE WATERWAY TO THE MARK ON THE RIGHT, 4.4 KM (2.75
 EG1446'MI) SOUTH OF THE OPERATION HOUSE AT LOCK C, 7.01 METERS (23.0 FT)
 EG1446'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1446'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1446'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 EG1446'THE MARK IS 0.30 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3152 ***********************************************************************
 EH3152  DESIGNATION -  G 359
 EH3152  PID         -  EH3152
 EH3152  STATE/COUNTY-  MS/TUNICA
 EH3152  USGS QUAD   -  ROBINSONVILLE (1981)
 EH3152
 EH3152                         *CURRENT SURVEY CONTROL
 EH3152  ___________________________________________________________________
 EH3152* NAD 83(1986)-  34 45 02.     (N)    090 21 11.     (W)     SCALED    
 EH3152* NAVD 88     -        59.128  (meters)     193.99   (feet)  ADJUSTED  
 EH3152  ___________________________________________________________________
 EH3152  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EH3152  DYNAMIC HT  -          59.072 (meters)     193.81  (feet)  COMP
 EH3152  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 EH3152
 EH3152  VERT ORDER  -  FIRST     CLASS II
 EH3152
 EH3152.The horizontal coordinates were scaled from a topographic map and have
 EH3152.an estimated accuracy of +/- 6 seconds.
 EH3152
 EH3152.The orthometric height was determined by differential leveling
 EH3152.and adjusted in July 1994.
 EH3152
 EH3152.The geoid height was determined by GEOID03.
 EH3152
 EH3152.The dynamic height is computed by dividing the NAVD 88
 EH3152.geopotential number by the normal gravity value computed on the
 EH3152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3152.degrees latitude (g = 980.6199 gals.).
 EH3152
 EH3152.The modeled gravity was interpolated from observed gravity values.
 EH3152
 EH3152;                    North         East    Units  Estimated Accuracy
 EH3152;SPC MS W     -   582,200.      698,190.      MT  (+/- 180 meters Scaled)
 EH3152
 EH3152                          SUPERSEDED SURVEY CONTROL
 EH3152
 EH3152.No superseded survey control is available for this station.
 EH3152
 EH3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU422485(NAD 83)
 EH3152_MARKER: I = METAL ROD
 EH3152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3152_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3152_STAMPING: G 359 1991
 EH3152_MARK LOGO: NGS   
 EH3152_PROJECTION: FLUSH
 EH3152_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3152+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH3152_ROD/PIPE-DEPTH: 32.1 meters
 EH3152_SLEEVE-DEPTH  : 0.9 meters
 EH3152
 EH3152  HISTORY     - Date     Condition        Report By
 EH3152  HISTORY     - 1991     MONUMENTED       NGS
 EH3152  HISTORY     - 20030604 GOOD             USACE
 EH3152  HISTORY     - 20080514 GOOD             MSDOT
 EH3152
 EH3152                          STATION DESCRIPTION
 EH3152
 EH3152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3152'7.3 KM (4.55 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH3152'STATE HIGHWAY 4 TUNICA, 63.5 M (208.3 FT) WEST OF THE CENTERLINE OF
 EH3152'THE HIGHWAY, 9.5 M (31.2 FT) NORTH OF AND LEVEL WITH THE CENTER OF A
 EH3152'GRAVELED ROAD, 5.3 M (17.4 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF
 EH3152'A CULVERT, 0.6 M (2.0 FT) SOUTHWEST OF A UTILITY POLE, AND 0.3 M
 EH3152'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 EH3152'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 EH3152'SPECIFICATIONS FOR A CLASS A MARK.
 EH3152
 EH3152                          STATION RECOVERY (2003)
 EH3152
 EH3152'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3152'RECOVERED IN GOOD CONDITION.
 EH3152
 EH3152                          STATION RECOVERY (2008)
 EH3152
 EH3152'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2162 ***********************************************************************
 DK2162  DESIGNATION -  G 360
 DK2162  PID         -  DK2162
 DK2162  STATE/COUNTY-  MS/BOLIVAR
 DK2162  USGS QUAD   -  SCOTT (1972)
 DK2162
 DK2162                         *CURRENT SURVEY CONTROL
 DK2162  ___________________________________________________________________
 DK2162* NAD 83(1986)-  33 33 11.     (N)    091 04 59.     (W)     SCALED    
 DK2162* NAVD 88     -        41.370  (meters)     135.73   (feet)  ADJUSTED  
 DK2162  ___________________________________________________________________
 DK2162  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK2162  DYNAMIC HT  -          41.327 (meters)     135.59  (feet)  COMP
 DK2162  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 DK2162
 DK2162  VERT ORDER  -  FIRST     CLASS II
 DK2162
 DK2162.The horizontal coordinates were scaled from a topographic map and have
 DK2162.an estimated accuracy of +/- 6 seconds.
 DK2162
 DK2162.The orthometric height was determined by differential leveling
 DK2162.and adjusted in July 1994.
 DK2162
 DK2162.The geoid height was determined by GEOID03.
 DK2162
 DK2162.The dynamic height is computed by dividing the NAVD 88
 DK2162.geopotential number by the normal gravity value computed on the
 DK2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2162.degrees latitude (g = 980.6199 gals.).
 DK2162
 DK2162.The modeled gravity was interpolated from observed gravity values.
 DK2162
 DK2162;                    North         East    Units  Estimated Accuracy
 DK2162;SPC MS W     -   449,630.      630,380.      MT  (+/- 180 meters Scaled)
 DK2162
 DK2162                          SUPERSEDED SURVEY CONTROL
 DK2162
 DK2162.No superseded survey control is available for this station.
 DK2162
 DK2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT779142(NAD 83)
 DK2162_MARKER: I = METAL ROD
 DK2162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK2162_SP_SET: STAINLESS STEEL ROD
 DK2162_STAMPING: G 360 1991
 DK2162_MARK LOGO: NGS   
 DK2162_PROJECTION: FLUSH
 DK2162_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2162+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2162_ROD/PIPE-DEPTH: 36.1 meters
 DK2162
 DK2162  HISTORY     - Date     Condition        Report By
 DK2162  HISTORY     - 1991     MONUMENTED       NGS
 DK2162
 DK2162                          STATION DESCRIPTION
 DK2162
 DK2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2162'18.1 KM (11.25 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK2162'OF U.S. HIGHWAY 82 IN GREENVILLE, 20.9 M (68.6 FT) WEST OF THE
 DK2162'CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTH-NORTHEAST OF THE
 DK2162'CENTER OF A GRAVELED ROAD, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 DK2162'HIGHWAY, 0.6 M (2.0 FT) WEST OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 DK2162'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DK2162'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2165 ***********************************************************************
 DK2165  DESIGNATION -  G 361
 DK2165  PID         -  DK2165
 DK2165  STATE/COUNTY-  MS/WASHINGTON
 DK2165  USGS QUAD   -  WAYSIDE (1970)
 DK2165
 DK2165                         *CURRENT SURVEY CONTROL
 DK2165  ___________________________________________________________________
 DK2165* NAD 83(2007)-  33 16 08.78244(N)    091 02 13.47020(W)     ADJUSTED  
 DK2165* NAVD 88     -        36.862  (meters)     120.94   (feet)  ADJUSTED  
 DK2165  ___________________________________________________________________
 DK2165  EPOCH DATE  -        2002.00
 DK2165  X           -     -96,617.593 (meters)                     COMP
 DK2165  Y           -  -5,337,295.223 (meters)                     COMP
 DK2165  Z           -   3,478,956.840 (meters)                     COMP
 DK2165  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DK2165  ELLIP HEIGHT-          10.450 (meters)          (02/10/07) ADJUSTED
 DK2165  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK2165  DYNAMIC HT  -          36.823 (meters)     120.81  (feet)  COMP
 DK2165
 DK2165  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK2165  Type    PID    Designation                      North   East  Ellip
 DK2165  -------------------------------------------------------------------
 DK2165  NETWORK DK2165 G 361                             1.23   1.06   1.65
 DK2165  -------------------------------------------------------------------
 DK2165  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DK2165
 DK2165  VERT ORDER  -  FIRST     CLASS II
 DK2165
 DK2165.The horizontal coordinates were established by GPS observations
 DK2165.and adjusted by the National Geodetic Survey in February 2007.
 DK2165
 DK2165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK2165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK2165.The horizontal coordinates are valid at the epoch date displayed above.
 DK2165.The epoch date for horizontal control is a decimal equivalence
 DK2165.of Year/Month/Day.
 DK2165
 DK2165.The orthometric height was determined by differential leveling
 DK2165.and adjusted in July 1994.
 DK2165
 DK2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2165
 DK2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2165
 DK2165.The ellipsoidal height was determined by GPS observations
 DK2165.and is referenced to NAD 83.
 DK2165
 DK2165.The geoid height was determined by GEOID03.
 DK2165
 DK2165.The dynamic height is computed by dividing the NAVD 88
 DK2165.geopotential number by the normal gravity value computed on the
 DK2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2165.degrees latitude (g = 980.6199 gals.).
 DK2165
 DK2165.The modeled gravity was interpolated from observed gravity values.
 DK2165
 DK2165;                    North         East     Units Scale Factor Converg.
 DK2165;SPC MS W     -   418,104.486   634,436.067   MT  1.00000298   -0 23 09.8
 DK2165;SPC MS W     - 1,371,731.13  2,081,479.00   sFT  1.00000298   -0 23 09.8
 DK2165;UTM  15      - 3,682,839.117   682,823.941   MT  1.00001211   +1 04 37.6
 DK2165
 DK2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2165!SPC MS W     -   0.99999836  x   1.00000298  =   1.00000134
 DK2165!UTM  15      -   0.99999836  x   1.00001211  =   1.00001047
 DK2165
 DK2165                          SUPERSEDED SURVEY CONTROL
 DK2165
 DK2165  NAD 83(1993)-  33 16 08.78216(N)    091 02 13.46962(W) AD(       ) 1
 DK2165  ELLIP H (03/17/04)   10.443  (m)                       GP(       ) 4 2
 DK2165  NAVD 88 (03/17/04)   36.87   (m)          121.0    (f) LEVELING    3  
 DK2165
 DK2165.Superseded values are not recommended for survey control.
 DK2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2165.See file dsdata.txt to determine how the superseded data were derived.
 DK2165
 DK2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8282482839(NAD 83)
 DK2165_MARKER: I = METAL ROD
 DK2165_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2165_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2165_STAMPING: G 361 1991
 DK2165_MARK LOGO: NGS   
 DK2165_PROJECTION: FLUSH
 DK2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2165+STABILITY: POSITION/ELEVATION WELL
 DK2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2165+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 DK2165_ROD/PIPE-DEPTH: 28.3 meters
 DK2165_SLEEVE-DEPTH  : 6.10 meters
 DK2165
 DK2165  HISTORY     - Date     Condition        Report By
 DK2165  HISTORY     - 1992     MONUMENTED       NGS
 DK2165  HISTORY     - 20020916 GOOD             PYBURN
 DK2165
 DK2165                          STATION DESCRIPTION
 DK2165
 DK2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DK2165'14.7 KM (9.15 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK2165'U.S. HIGHWAY 82 IN GREENVILLE, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG
 DK2165'THAGGARD ROAD, 45.8 M (150.3 FT) EAST OF THE CENTER OF A GRAVELED
 DK2165'ROAD ON TOP OF A LEVEE, 13.2 M (43.3 FT) NORTHWEST OF AND LEVEL WITH
 DK2165'THE CENTER OF THE ROAD, 2.7 M (8.9 FT) SOUTH-SOUTHWEST OF A FENCE
 DK2165'CORNER, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 DK2165'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DK2165
 DK2165                          STATION RECOVERY (2002)
 DK2165
 DK2165'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2165'RECOVERED AS DESCRIBEDIPYBURN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2596 ***********************************************************************
 BW2596  DESIGNATION -  G 362
 BW2596  PID         -  BW2596
 BW2596  STATE/COUNTY-  MS/LINCOLN
 BW2596  USGS QUAD   -  WESSON (1972)
 BW2596
 BW2596                         *CURRENT SURVEY CONTROL
 BW2596  ___________________________________________________________________
 BW2596* NAD 83(1986)-  31 40 58.     (N)    090 24 38.     (W)     SCALED    
 BW2596* NAVD 88     -       143.164  (meters)     469.70   (feet)  ADJUSTED  
 BW2596  ___________________________________________________________________
 BW2596  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2596  DYNAMIC HT  -         142.991 (meters)     469.13  (feet)  COMP
 BW2596  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BW2596
 BW2596  VERT ORDER  -  FIRST     CLASS II
 BW2596
 BW2596.The horizontal coordinates were scaled from a topographic map and have
 BW2596.an estimated accuracy of +/- 6 seconds.
 BW2596
 BW2596.The orthometric height was determined by differential leveling
 BW2596.and adjusted in February 1994.
 BW2596
 BW2596.The geoid height was determined by GEOID03.
 BW2596
 BW2596.The dynamic height is computed by dividing the NAVD 88
 BW2596.geopotential number by the normal gravity value computed on the
 BW2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2596.degrees latitude (g = 980.6199 gals.).
 BW2596
 BW2596.The modeled gravity was interpolated from observed gravity values.
 BW2596
 BW2596;                    North         East    Units  Estimated Accuracy
 BW2596;SPC MS W     -   241,980.      692,680.      MT  (+/- 180 meters Scaled)
 BW2596
 BW2596                          SUPERSEDED SURVEY CONTROL
 BW2596
 BW2596.No superseded survey control is available for this station.
 BW2596
 BW2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR454081(NAD 83)
 BW2596_MARKER: I = METAL ROD
 BW2596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2596_SP_SET: STAINLESS STEEL ROD
 BW2596_STAMPING: G 362 1992
 BW2596_MARK LOGO: NGS   
 BW2596_PROJECTION: FLUSH
 BW2596_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW2596+STABILITY: POSITION/ELEVATION WELL
 BW2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2596+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2596_ROD/PIPE-DEPTH: 20.1 meters
 BW2596
 BW2596  HISTORY     - Date     Condition        Report By
 BW2596  HISTORY     - 1992     MONUMENTED       NGS
 BW2596
 BW2596                          STATION DESCRIPTION
 BW2596
 BW2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2596'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 550 (MONTICELLO
 BW2596'STREET) FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN
 BW2596'BROOKHAVEN, THENCE 11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BW2596'21.1 M (69.2 FT) NORTHEAST OF THE EXTENDED CENTER OF WESLAND
 BW2596'NORTHEAST LANE, 18.9 M (62.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BW2596'HIGHWAY, 3.0 M (9.8 FT) NORTHWEST OF A UTILITY POLE WITH 2 GUY
 BW2596'CABLES, 2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 BW2596'(1.6 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 BW2596'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3410 ***********************************************************************
 CP3410  CBN         -  This is a Cooperative Base Network Control Station.
 CP3410  DESIGNATION -  G 363
 CP3410  PID         -  CP3410
 CP3410  STATE/COUNTY-  MS/WARREN
 CP3410  USGS QUAD   -  BOVINA (1972)
 CP3410
 CP3410                         *CURRENT SURVEY CONTROL
 CP3410  ___________________________________________________________________
 CP3410* NAD 83(2007)-  32 21 16.06435(N)    090 38 33.21746(W)     ADJUSTED  
 CP3410* NAVD 88     -        45.240  (meters)     148.42   (feet)  ADJUSTED  
 CP3410  ___________________________________________________________________
 CP3410  EPOCH DATE  -        2002.00
 CP3410  X           -     -60,481.711 (meters)                     COMP
 CP3410  Y           -  -5,392,802.731 (meters)                     COMP
 CP3410  Z           -   3,393,710.432 (meters)                     COMP
 CP3410  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CP3410  ELLIP HEIGHT-          18.706 (meters)          (02/10/07) ADJUSTED
 CP3410  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP3410  DYNAMIC HT  -          45.188 (meters)     148.25  (feet)  COMP
 CP3410
 CP3410  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3410  Type    PID    Designation                      North   East  Ellip
 CP3410  -------------------------------------------------------------------
 CP3410  NETWORK CP3410 G 363                             0.27   0.27   0.88
 CP3410  -------------------------------------------------------------------
 CP3410  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CP3410
 CP3410  VERT ORDER  -  FIRST     CLASS II
 CP3410
 CP3410.The horizontal coordinates were established by GPS observations
 CP3410.and adjusted by the National Geodetic Survey in February 2007.
 CP3410
 CP3410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3410.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3410.The horizontal coordinates are valid at the epoch date displayed above.
 CP3410.The epoch date for horizontal control is a decimal equivalence
 CP3410.of Year/Month/Day.
 CP3410
 CP3410.The orthometric height was determined by differential leveling
 CP3410.and adjusted in July 1994.
 CP3410
 CP3410.Photographs are available for this station.
 CP3410
 CP3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3410
 CP3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3410
 CP3410.The ellipsoidal height was determined by GPS observations
 CP3410.and is referenced to NAD 83.
 CP3410
 CP3410.The geoid height was determined by GEOID03.
 CP3410
 CP3410.The dynamic height is computed by dividing the NAVD 88
 CP3410.geopotential number by the normal gravity value computed on the
 CP3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3410.degrees latitude (g = 980.6199 gals.).
 CP3410
 CP3410.The modeled gravity was interpolated from observed gravity values.
 CP3410
 CP3410;                    North         East     Units Scale Factor Converg.
 CP3410;SPC MS W     -   316,495.664   670,894.528   MT  0.99996044   -0 09 55.7
 CP3410;SPC MS W     - 1,038,369.52  2,201,093.13   sFT  0.99996044   -0 09 55.7
 CP3410;SPC LA N     -   207,114.034 1,174,818.313   MT  0.99994370   +0 58 55.3
 CP3410;SPC LA N     -   679,506.63  3,854,383.08   sFT  0.99994370   +0 58 55.3
 CP3410;UTM  15      - 3,582,169.449   721,838.805   MT  1.00020691   +1 15 43.6
 CP3410
 CP3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3410!SPC MS W     -   0.99999706  x   0.99996044  =   0.99995750
 CP3410!SPC LA N     -   0.99999706  x   0.99994370  =   0.99994076
 CP3410!UTM  15      -   0.99999706  x   1.00020691  =   1.00020397
 CP3410
 CP3410                          SUPERSEDED SURVEY CONTROL
 CP3410
 CP3410  ELLIP H (09/12/01)   18.708  (m)                       GP(       ) 3 1
 CP3410  NAD 83(1993)-  32 21 16.07905(N)    090 38 33.21212(W) AD(       ) 1
 CP3410  NAD 83(1993)-  32 21 16.06425(N)    090 38 33.21726(W) AD(       ) B
 CP3410  ELLIP H (01/12/94)   18.760  (m)                       GP(       ) 4 1
 CP3410  NAVD 88 (03/31/97)   45.24   (m)          148.4    (f) LEVELING    3  
 CP3410  NAVD 88 (02/07/96)   45.27   (m)          148.5    (f) LEVELING    3  
 CP3410  NAVD 88 (02/05/96)   45.24   (m)          148.4    (f) LEVELING    3  
 CP3410
 CP3410.Superseded values are not recommended for survey control.
 CP3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3410.See file dsdata.txt to determine how the superseded data were derived.
 CP3410
 CP3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR2183982169(NAD 83)
 CP3410_MARKER: F = FLANGE-ENCASED ROD
 CP3410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3410_SP_SET: STAINLESS STEEL ROD
 CP3410_STAMPING: G 363 1992
 CP3410_MARK LOGO: NGS   
 CP3410_PROJECTION: FLUSH
 CP3410_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3410+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 CP3410_ROD/PIPE-DEPTH: 17.4 meters
 CP3410_SLEEVE-DEPTH  : 0.9 meters
 CP3410
 CP3410  HISTORY     - Date     Condition        Report By
 CP3410  HISTORY     - 1992     MONUMENTED       NGS
 CP3410  HISTORY     - 19930503 GOOD             NGS
 CP3410  HISTORY     - 19940128 GOOD             NOS
 CP3410  HISTORY     - 19940129 GOOD             NOS
 CP3410  HISTORY     - 19960301 GOOD             NGS
 CP3410  HISTORY     - 19980206 GOOD             NGS
 CP3410  HISTORY     - 20000401 GOOD             NGS
 CP3410  HISTORY     - 20000501 GOOD             NGS
 CP3410
 CP3410                          STATION DESCRIPTION
 CP3410
 CP3410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3410'17.6 KM (10.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3410'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 21.6 M (70.9 FT)
 CP3410'NORTH OF AND LEVEL WITH THE WESTBOUND LANES OF THE HIGHWAY, 7.3 M
 CP3410'(24.0 FT) EAST-SOUTHEAST OF THE SOUTH LEG OF A BILLBOARD, AND 0.7 M
 CP3410'(2.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 CP3410'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CP3410
 CP3410                          STATION RECOVERY (1993)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CP3410'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST NORTHWEST OF EDWARDS,
 CP3410'13.0 MI (20.9 KM) EAST OF VICKSBURG, ON THE NORTH RIGHT OF WAY OF
 CP3410'INTERSTATE HIGHWAY 20.
 CP3410'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CP3410'22 (I-20 EXIT 19), AT EDWARDS, GO WEST ON I-20 FOR 3.05 MI (4.91 KM)
 CP3410'TO A SIGNBOARD AND STATION ON THE RIGHT.
 CP3410'STATION IS A STAINLESS STEEL ROD WITH DATA POINT, ENCASED IN CONCRETE,
 CP3410'WITH LOGO COVER STAMPED---G 363 1992---LOGO COVER IS FLUSH WITH THE
 CP3410'GROUND AND DATA POINT IS 6 INCHES BELOW THE SURFACE.  IT IS 71.0 FT
 CP3410'(21.6 M) NORTH OF THE CENTER OF THE WEST BOUND LANES OF I-20, 20.8 FT
 CP3410'(6.3 M) SOUTHEAST OF THE SOUTH POLE OF SIGNBOARD, 2.4 FT (0.7 M)
 CP3410'SOUTH OF FENCE AND CARSONITE WITNESS POST.
 CP3410
 CP3410                          STATION RECOVERY (1994)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 CP3410'RECOVERED AS DESCRIBED.
 CP3410
 CP3410                          STATION RECOVERY (1994)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 CP3410'RECOVERED AS DESCRIBED.
 CP3410
 CP3410                          STATION RECOVERY (1996)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 CP3410'RECOVERED AS DESCRIBED.
 CP3410
 CP3410                          STATION RECOVERY (1998)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CP3410'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) EAST OF VICKSBURG, 5.6
 CP3410'KM (3.45 MI) WEST-NORTHWEST OF EDWARDS AND 1.04 KM (0.65 MI) SOUTHWEST
 CP3410'OF THE SOUTHWEST END OF THE BRIDGE OVER BIG BLACK RIVER AT THE
 CP3410'HINDS/WARREN COUNTY LINE (MIDDLE 1 OF 3 BRIDGES), ALONG THE NORTH
 CP3410'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 20.  OWNERSHIP--MISSISSIPPI STATE
 CP3410'HIGHWAY DEPARTMENT, 412 WOODROW WILSON, JACKSON MS 39216, PHONE
 CP3410'601-944-9098.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CP3410'HIGHWAY 20 AND STATE HIGHWAY 22 (EXIT 19), NORTH OF EDWARDS, GO WEST
 CP3410'FOR 4.82 KM (3.00 MI) ON INTERSTATE HIGHWAY 20 TO A BILLBOARD AND
 CP3410'STATION ON THE RIGHT.  THE STATION IS THE TOP CENTER OF A STAINLESS
 CP3410'STEEL ROD RECESSED 7 CM BELOW GROUND AND DRIVEN TO A DEPTH OF 17.4 M
 CP3410'(57.1 FT) IN A 1-INCH GREASE FILLED SLEEVE 0.9 M (3.0 FT) LONG,
 CP3410'ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.
 CP3410'LOCATED 21.6 M (70.9 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 CP3410'HIGHWAY, 6.2 M (20.3 FT) EAST-SOUTHEAST OF THE SOUTH-SOUTHWEST 1 OF 4
 CP3410'BILLBOARD POLES, 0.7 M (2.3 FT) SOUTH OF THE RIGHT-OF-WAY FENCE AND
 CP3410'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH GROUND.
 CP3410
 CP3410                          STATION RECOVERY (2000)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3410'RECOVERED AS DESCRIBED.
 CP3410
 CP3410                          STATION RECOVERY (2000)
 CP3410
 CP3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP3410'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3219 ***********************************************************************
 BH3219  DESIGNATION -  G 364
 BH3219  PID         -  BH3219
 BH3219  STATE/COUNTY-  MS/JACKSON
 BH3219  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3219
 BH3219                         *CURRENT SURVEY CONTROL
 BH3219  ___________________________________________________________________
 BH3219* NAD 83(1986)-  30 27 11.     (N)    088 43 07.     (W)     SCALED    
 BH3219* NAVD 88     -         3.923  (meters)      12.87   (feet)  ADJUSTED  
 BH3219  ___________________________________________________________________
 BH3219  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH3219  DYNAMIC HT  -           3.918 (meters)      12.85  (feet)  COMP
 BH3219  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BH3219
 BH3219  VERT ORDER  -  FIRST     CLASS II
 BH3219
 BH3219.The horizontal coordinates were scaled from a topographic map and have
 BH3219.an estimated accuracy of +/- 6 seconds.
 BH3219
 BH3219.The orthometric height was determined by differential leveling
 BH3219.and adjusted in September 1993.
 BH3219
 BH3219.The geoid height was determined by GEOID03.
 BH3219
 BH3219.The dynamic height is computed by dividing the NAVD 88
 BH3219.geopotential number by the normal gravity value computed on the
 BH3219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3219.degrees latitude (g = 980.6199 gals.).
 BH3219
 BH3219.The modeled gravity was interpolated from observed gravity values.
 BH3219
 BH3219;                    North         East    Units  Estimated Accuracy
 BH3219;SPC MS E     -   105,650.      311,020.      MT  (+/- 180 meters Scaled)
 BH3219
 BH3219                          SUPERSEDED SURVEY CONTROL
 BH3219
 BH3219.No superseded survey control is available for this station.
 BH3219
 BH3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU349702(NAD 83)
 BH3219_MARKER: F = FLANGE-ENCASED ROD
 BH3219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3219_SP_SET: STAINLESS STEEL ROD
 BH3219_STAMPING: G 364 1993
 BH3219_MARK LOGO: NGS   
 BH3219_PROJECTION: FLUSH
 BH3219_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3219+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 BH3219_ROD/PIPE-DEPTH: 25.2 meters
 BH3219
 BH3219  HISTORY     - Date     Condition        Report By
 BH3219  HISTORY     - 1993     MONUMENTED       NGS
 BH3219  HISTORY     - 20000316 GOOD             NGS
 BH3219  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH3219  HISTORY     - 20040420 GOOD             MSHD
 BH3219
 BH3219                          STATION DESCRIPTION
 BH3219
 BH3219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3219'8.5 KM (5.30 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3219'IN VANCLEAVE, 16.0 M (52.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BH3219'6.2 M (20.3 FT) NORTH OF THE CENTER OF A DRIVEWAY AND GATE, 0.9 M
 BH3219'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF A
 BH3219'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BH3219'5-INCH LOGO CAP.
 BH3219
 BH3219                          STATION RECOVERY (2000)
 BH3219
 BH3219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH3219'RECOVERED AS DESCRIBED.
 BH3219
 BH3219                          STATION RECOVERY (2004)
 BH3219
 BH3219'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3219'WITNESS POST AND MARK NOT FOUND. 52 FEET AT THIS LOCATION WOULD BE IN
 BH3219'A SWAMP AND WEST OF THE RIGHT OF WAY.
 BH3219
 BH3219                          STATION RECOVERY (2004)
 BH3219
 BH3219'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004 (DLG)
 BH3219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3265 ***********************************************************************
 BH3265  DESIGNATION -  G 365
 BH3265  PID         -  BH3265
 BH3265  STATE/COUNTY-  MS/HANCOCK
 BH3265  USGS QUAD   -  CAESAR (1986)
 BH3265
 BH3265                         *CURRENT SURVEY CONTROL
 BH3265  ___________________________________________________________________
 BH3265* NAD 83(1986)-  30 31 01.     (N)    089 33 56.     (W)     SCALED    
 BH3265* NAVD 88     -        23.977  (meters)      78.66   (feet)  ADJUSTED  
 BH3265  ___________________________________________________________________
 BH3265  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BH3265  DYNAMIC HT  -          23.946 (meters)      78.56  (feet)  COMP
 BH3265  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 BH3265
 BH3265  VERT ORDER  -  FIRST     CLASS II
 BH3265
 BH3265.The horizontal coordinates were scaled from a topographic map and have
 BH3265.an estimated accuracy of +/- 6 seconds.
 BH3265
 BH3265.The orthometric height was determined by differential leveling
 BH3265.and adjusted in February 1994.
 BH3265
 BH3265.The geoid height was determined by GEOID03.
 BH3265
 BH3265.The dynamic height is computed by dividing the NAVD 88
 BH3265.geopotential number by the normal gravity value computed on the
 BH3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3265.degrees latitude (g = 980.6199 gals.).
 BH3265
 BH3265.The modeled gravity was interpolated from observed gravity values.
 BH3265
 BH3265;                    North         East    Units  Estimated Accuracy
 BH3265;SPC MS E     -   112,950.      229,720.      MT  (+/- 180 meters Scaled)
 BH3265
 BH3265                          SUPERSEDED SURVEY CONTROL
 BH3265
 BH3265.No superseded survey control is available for this station.
 BH3265
 BH3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU538788(NAD 83)
 BH3265_MARKER: DV = VERTICAL CONTROL DISK
 BH3265_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3265_SP_SET: ABUTMENT
 BH3265_STAMPING: G 365 1993
 BH3265_MARK LOGO: NGS   
 BH3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3265+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3265
 BH3265  HISTORY     - Date     Condition        Report By
 BH3265  HISTORY     - 1993     MONUMENTED       NGS
 BH3265
 BH3265                          STATION DESCRIPTION
 BH3265
 BH3265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3265'9.6 KM (5.95 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION OF
 BH3265'INTERSTATE HIGHWAY 59 (EXIT 4) IN PICAYUNE, IN TOP OF AND 2.6 M (8.5
 BH3265'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 BH3265'HIGHWAY BRIDGE SPANNING MILL CREEK, AND 5.7 M (18.7 FT) SOUTH OF AND
 BH3265'LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3250 ***********************************************************************
 BH3250  DESIGNATION -  G 366
 BH3250  PID         -  BH3250
 BH3250  STATE/COUNTY-  MS/PEARL RIVER
 BH3250  USGS QUAD   -  NICHOLSON (1993)
 BH3250
 BH3250                         *CURRENT SURVEY CONTROL
 BH3250  ___________________________________________________________________
 BH3250* NAD 83(1986)-  30 28 10.     (N)    089 41 16.     (W)     SCALED    
 BH3250* NAVD 88     -        15.899  (meters)      52.16   (feet)  ADJUSTED  
 BH3250  ___________________________________________________________________
 BH3250  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BH3250  DYNAMIC HT  -          15.879 (meters)      52.10  (feet)  COMP
 BH3250  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BH3250
 BH3250  VERT ORDER  -  FIRST     CLASS II
 BH3250
 BH3250.The horizontal coordinates were scaled from a topographic map and have
 BH3250.an estimated accuracy of +/- 6 seconds.
 BH3250
 BH3250.The orthometric height was determined by differential leveling
 BH3250.and adjusted in February 1994.
 BH3250
 BH3250.The geoid height was determined by GEOID03.
 BH3250
 BH3250.The dynamic height is computed by dividing the NAVD 88
 BH3250.geopotential number by the normal gravity value computed on the
 BH3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3250.degrees latitude (g = 980.6199 gals.).
 BH3250
 BH3250.The modeled gravity was interpolated from observed gravity values.
 BH3250
 BH3250;                    North         East    Units  Estimated Accuracy
 BH3250;SPC MS E     -   107,770.      217,950.      MT  (+/- 180 meters Scaled)
 BH3250
 BH3250                          SUPERSEDED SURVEY CONTROL
 BH3250
 BH3250.No superseded survey control is available for this station.
 BH3250
 BH3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU419738(NAD 83)
 BH3250_MARKER: DV = VERTICAL CONTROL DISK
 BH3250_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3250_SP_SET: ABUTMENT
 BH3250_STAMPING: G 366 1993
 BH3250_MARK LOGO: NGS   
 BH3250_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3250+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3250
 BH3250  HISTORY     - Date     Condition        Report By
 BH3250  HISTORY     - 1993     MONUMENTED       NGS
 BH3250  HISTORY     - 20050817 GOOD             NGS
 BH3250
 BH3250                          STATION DESCRIPTION
 BH3250
 BH3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3250'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH3250'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, IN TOP OF AND 2.4
 BH3250'M (7.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 BH3250'ABUTMENT OF THE STATE HIGHWAY 607 OVERPASS OF THE HIGHWAY, 26.7 M
 BH3250'(87.6 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 BH3250'HIGHWAY, 6.1 M (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE STATE
 BH3250'HIGHWAY, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE STATE HIGHWAY.
 BH3250
 BH3250                          STATION RECOVERY (2005)
 BH3250
 BH3250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1154 ***********************************************************************
 EG1154  DESIGNATION -  G 37
 EG1154  PID         -  EG1154
 EG1154  STATE/COUNTY-  MS/DE SOTO
 EG1154  USGS QUAD   -  HERNANDO (1982)
 EG1154
 EG1154                         *CURRENT SURVEY CONTROL
 EG1154  ___________________________________________________________________
 EG1154* NAD 83(1986)-  34 48 11.     (N)    089 58 20.     (W)     SCALED    
 EG1154* NAVD 88     -       114.297  (meters)     374.99   (feet)  ADJUSTED  
 EG1154  ___________________________________________________________________
 EG1154  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1154  DYNAMIC HT  -         114.188 (meters)     374.63  (feet)  COMP
 EG1154  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EG1154
 EG1154  VERT ORDER  -  SECOND    CLASS 0
 EG1154
 EG1154.The horizontal coordinates were scaled from a topographic map and have
 EG1154.an estimated accuracy of +/- 6 seconds.
 EG1154
 EG1154.The orthometric height was determined by differential leveling
 EG1154.and adjusted in June 1991.
 EG1154
 EG1154.The geoid height was determined by GEOID03.
 EG1154
 EG1154.The dynamic height is computed by dividing the NAVD 88
 EG1154.geopotential number by the normal gravity value computed on the
 EG1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1154.degrees latitude (g = 980.6199 gals.).
 EG1154
 EG1154.The modeled gravity was interpolated from observed gravity values.
 EG1154
 EG1154;                    North         East    Units  Estimated Accuracy
 EG1154;SPC MS W     -   588,090.      733,040.      MT  (+/- 180 meters Scaled)
 EG1154
 EG1154                          SUPERSEDED SURVEY CONTROL
 EG1154
 EG1154  NGVD 29 (??/??/92)  114.274  (m)          374.91   (f) ADJ UNCH    2 0
 EG1154
 EG1154.Superseded values are not recommended for survey control.
 EG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1154.See file dsdata.txt to determine how the superseded data were derived.
 EG1154
 EG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280552(NAD 83)
 EG1154_MARKER: DB = BENCH MARK DISK
 EG1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1154_STAMPING: G 37 (1934)
 EG1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1154+STABILITY: SURFACE MOTION
 EG1154
 EG1154  HISTORY     - Date     Condition        Report By
 EG1154  HISTORY     - 1934     MONUMENTED       CGS
 EG1154  HISTORY     - 1966     GOOD             MSHD
 EG1154  HISTORY     - 1976     MARK NOT FOUND   USGS
 EG1154  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EG1154
 EG1154                          STATION DESCRIPTION
 EG1154
 EG1154'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1154'1.7 MI S FROM HERNANDO.
 EG1154'TO REACH FROM THE EAST ENTRANCE OF THE DESOTO COUNTY COURTHOUSE GO
 EG1154'SOUTHEAST ON U.S. HIGHWAY 51 FOR 1.85 MILES TO A SIDE ROAD LEFT, TURN
 EG1154'LEFT (EAST) AND CONTINUE ON VINSON ROAD FOR 1.05 MILES TO THE
 EG1154'INTERSECTION OF MCCRACKEN ROAD, TURN LEFT (NORTH) AND CONTINUE ON
 EG1154'MCCRACKEN ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  IT
 EG1154'IS 80.5 FEET NORTHEAST OF A SILVER PAINTED CONTROL BOX, 35 FEET EAST
 EG1154'OF THE EAST RAIL, 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 1.2
 EG1154'FEET NORTH OF A METAL WITNESS POST.  NOTE-- THE PRIVATE ROAD CROSSING
 EG1154'MENTIONED IN THE ORIGINAL DESCRIPTION IS NO LONGER VISIBLE.
 EG1154
 EG1154                          STATION RECOVERY (1976)
 EG1154
 EG1154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EG1154'MARK NOT FOUND.
 EG1154
 EG1154                          STATION RECOVERY (2008)
 EG1154
 EG1154'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1154'APPARENTLY DESTROYED BY PAVING AND BACKSLOPE OF GRAVEL ROAD (MCCRACKEN
 EG1154'RD) MENTIONED IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1146 ***********************************************************************
 EG1146  DESIGNATION -  G 38
 EG1146  PID         -  EG1146
 EG1146  STATE/COUNTY-  MS/LAFAYETTE
 EG1146  USGS QUAD   -  SPLINTER (1980)
 EG1146
 EG1146                         *CURRENT SURVEY CONTROL
 EG1146  ___________________________________________________________________
 EG1146* NAD 83(1986)-  34 21 29.     (N)    089 42 24.     (W)     SCALED    
 EG1146* NAVD 88     -        93.783  (meters)     307.69   (feet)  ADJUSTED  
 EG1146  ___________________________________________________________________
 EG1146  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EG1146  DYNAMIC HT  -          93.692 (meters)     307.39  (feet)  COMP
 EG1146  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EG1146
 EG1146  VERT ORDER  -  SECOND    CLASS 0
 EG1146
 EG1146.The horizontal coordinates were scaled from a topographic map and have
 EG1146.an estimated accuracy of +/- 6 seconds.
 EG1146
 EG1146.The orthometric height was determined by differential leveling
 EG1146.and adjusted in June 1991.
 EG1146
 EG1146.The geoid height was determined by GEOID03.
 EG1146
 EG1146.The dynamic height is computed by dividing the NAVD 88
 EG1146.geopotential number by the normal gravity value computed on the
 EG1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1146.degrees latitude (g = 980.6199 gals.).
 EG1146
 EG1146.The modeled gravity was interpolated from observed gravity values.
 EG1146
 EG1146;                    North         East    Units  Estimated Accuracy
 EG1146;SPC MS E     -   539,010.      219,660.      MT  (+/- 180 meters Scaled)
 EG1146
 EG1146                          SUPERSEDED SURVEY CONTROL
 EG1146
 EG1146  NGVD 29 (??/??/92)   93.773  (m)          307.65   (f) ADJ UNCH    2 0
 EG1146
 EG1146.Superseded values are not recommended for survey control.
 EG1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1146.See file dsdata.txt to determine how the superseded data were derived.
 EG1146
 EG1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD510051(NAD 83)
 EG1146_MARKER: DB = BENCH MARK DISK
 EG1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1146_STAMPING: G-38 1934
 EG1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1146+STABILITY: SURFACE MOTION
 EG1146
 EG1146  HISTORY     - Date     Condition        Report By
 EG1146  HISTORY     - 1934     MONUMENTED       CGS
 EG1146  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EG1146
 EG1146                          STATION DESCRIPTION
 EG1146
 EG1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1146'12.1 MI W FROM OXFORD.
 EG1146'12.1 MILES WEST OF I C RR DEPOT AT OXFORD 42 FEET SOUTH OF CENTERLINE
 EG1146'OF STATE HIGHWAY 6.  138 FEET EAST OF TEIN BRIDGES.  21 FEET NORTH OF
 EG1146'6-INCH OAK TREE.  18 FEET WEST OF NORTH AND SOUTH ROAD.
 EG1146
 EG1146                          STATION RECOVERY (1977)
 EG1146
 EG1146'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1221 ***********************************************************************
 EG1221  DESIGNATION -  G 39
 EG1221  PID         -  EG1221
 EG1221  STATE/COUNTY-  MS/MARSHALL
 EG1221  USGS QUAD   -  BYHALIA NW (1971)
 EG1221
 EG1221                         *CURRENT SURVEY CONTROL
 EG1221  ___________________________________________________________________
 EG1221* NAD 83(1986)-  34 52 45.     (N)    089 42 23.     (W)     SCALED    
 EG1221* NAVD 88     -       113.383  (meters)     371.99   (feet)  ADJUSTED  
 EG1221  ___________________________________________________________________
 EG1221  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1221  DYNAMIC HT  -         113.275 (meters)     371.64  (feet)  COMP
 EG1221  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EG1221
 EG1221  VERT ORDER  -  SECOND    CLASS 0
 EG1221
 EG1221.The horizontal coordinates were scaled from a topographic map and have
 EG1221.an estimated accuracy of +/- 6 seconds.
 EG1221
 EG1221.The orthometric height was determined by differential leveling
 EG1221.and adjusted in June 1991.
 EG1221
 EG1221.The geoid height was determined by GEOID03.
 EG1221
 EG1221.The dynamic height is computed by dividing the NAVD 88
 EG1221.geopotential number by the normal gravity value computed on the
 EG1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1221.degrees latitude (g = 980.6199 gals.).
 EG1221
 EG1221.The modeled gravity was interpolated from observed gravity values.
 EG1221
 EG1221;                    North         East    Units  Estimated Accuracy
 EG1221;SPC MS E     -   596,820.      220,190.      MT  (+/- 180 meters Scaled)
 EG1221
 EG1221                          SUPERSEDED SURVEY CONTROL
 EG1221
 EG1221  NGVD 29 (??/??/92)  113.339  (m)          371.85   (f) ADJ UNCH    2 0
 EG1221
 EG1221.Superseded values are not recommended for survey control.
 EG1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1221.See file dsdata.txt to determine how the superseded data were derived.
 EG1221
 EG1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD526629(NAD 83)
 EG1221_MARKER: DB = BENCH MARK DISK
 EG1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1221+STABILITY: SURFACE MOTION
 EG1221
 EG1221  HISTORY     - Date     Condition        Report By
 EG1221  HISTORY     - UNK      MONUMENTED       CGS
 EG1221  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1221
 EG1221                          STATION DESCRIPTION
 EG1221
 EG1221'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1221'1.1 MI NW FROM BYHALIA.
 EG1221'LOCATED ABOUT 1.1 MILE NORTHWEST ALONG THE ST. LOUIS- SAN FRANCISCO
 EG1221'RAILWAY FROM THE STATION AT BYHALIA.  IT IS 62 FEET EAST OF POLE 510 +
 EG1221'25, 40 FEET NORTHEAST OF THE CENTER OF THE TRACK, AND 36 FEET WEST OF
 EG1221'THE CENTER OF A NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1153 ***********************************************************************
 DJ1153  DESIGNATION -  G 4
 DJ1153  PID         -  DJ1153
 DJ1153  STATE/COUNTY-  MS/WEBSTER
 DJ1153  USGS QUAD   -  SAPA (1972)
 DJ1153
 DJ1153                         *CURRENT SURVEY CONTROL
 DJ1153  ___________________________________________________________________
 DJ1153* NAD 83(1986)-  33 32 18.     (N)    089 12 02.     (W)     SCALED    
 DJ1153* NAVD 88     -       114.540  (meters)     375.79   (feet)  ADJUSTED  
 DJ1153  ___________________________________________________________________
 DJ1153  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ1153  DYNAMIC HT  -         114.416 (meters)     375.38  (feet)  COMP
 DJ1153  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DJ1153
 DJ1153  VERT ORDER  -  FIRST     CLASS II
 DJ1153
 DJ1153.The horizontal coordinates were scaled from a topographic map and have
 DJ1153.an estimated accuracy of +/- 6 seconds.
 DJ1153
 DJ1153.The orthometric height was determined by differential leveling
 DJ1153.and adjusted in June 1991.
 DJ1153
 DJ1153.The geoid height was determined by GEOID03.
 DJ1153
 DJ1153.The dynamic height is computed by dividing the NAVD 88
 DJ1153.geopotential number by the normal gravity value computed on the
 DJ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1153.degrees latitude (g = 980.6199 gals.).
 DJ1153
 DJ1153.The modeled gravity was interpolated from observed gravity values.
 DJ1153
 DJ1153;                    North         East    Units  Estimated Accuracy
 DJ1153;SPC MS E     -   447,800.      265,890.      MT  (+/- 180 meters Scaled)
 DJ1153
 DJ1153                          SUPERSEDED SURVEY CONTROL
 DJ1153
 DJ1153  NGVD 29 (??/??/92)  114.470  (m)          375.56   (f) ADJ UNCH    1 2
 DJ1153
 DJ1153.Superseded values are not recommended for survey control.
 DJ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1153.See file dsdata.txt to determine how the superseded data were derived.
 DJ1153
 DJ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC956131(NAD 83)
 DJ1153_MARKER: DB = BENCH MARK DISK
 DJ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1153_STAMPING: G 4 1933
 DJ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1153+STABILITY: SURFACE MOTION
 DJ1153
 DJ1153  HISTORY     - Date     Condition        Report By
 DJ1153  HISTORY     - 1933     MONUMENTED       CGS
 DJ1153  HISTORY     - 1965     GOOD             MSHD
 DJ1153  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ1153
 DJ1153                          STATION DESCRIPTION
 DJ1153
 DJ1153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 DJ1153'3.9 MI E FROM EUPORA.
 DJ1153'TO REACH THE MARK FROM THE CROSSING OF U.S. HIGHWAY 82 AND STATE
 DJ1153'HIGHWAY 9 IN EUPORA GO EAST ALONG HIGHWAY 82 FOR 3.9 MILES TO A GRAVEL
 DJ1153'CROSSROAD, TURN RIGHT, SOUTH AND GO 0.7 MILE TO THE RAILROAD AND THE
 DJ1153'MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF AN 8 INCH
 DJ1153'CONCRETE SQUARE POST.  IT IS 208 FEET WEST OF MILEPOST 51, 112 FEET
 DJ1153'SOUTHEAST OF TELEGRAPH LINE POLE NO. 1255, 96 FEET SOUTH OF THE
 DJ1153'SOUTHEAST CORNER OF A 7 FOOT FENCE AROUND THE DOSS BUTANE CO., INC.
 DJ1153'TANKS, 53.5 FEET SOUTHWEST OF A TELEGRAPH LINE POLE (NO. 1254), 31
 DJ1153'FEET SOUTH OF THE SOUTH RAIL OF A SWITCH TRACK, 12.2 FEET NORTH OF THE
 DJ1153'NORTH RAIL, ABOUT LEVEL WITH THE RAILROAD AND PROJECTS 1 INCH.  A
 DJ1153'METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 DJ1153
 DJ1153                          STATION RECOVERY (2000)
 DJ1153
 DJ1153'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1034 ***********************************************************************
 EG1034  DESIGNATION -  G 40
 EG1034  PID         -  EG1034
 EG1034  STATE/COUNTY-  MS/UNION
 EG1034  USGS QUAD   -  NEW ALBANY WEST (1980)
 EG1034
 EG1034                         *CURRENT SURVEY CONTROL
 EG1034  ___________________________________________________________________
 EG1034* NAD 83(1986)-  34 29 43.     (N)    089 00 48.     (W)     SCALED    
 EG1034* NAVD 88     -       106.476  (meters)     349.33   (feet)  ADJUSTED  
 EG1034  ___________________________________________________________________
 EG1034  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EG1034  DYNAMIC HT  -         106.373 (meters)     348.99  (feet)  COMP
 EG1034  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EG1034
 EG1034  VERT ORDER  -  SECOND    CLASS 0
 EG1034
 EG1034.The horizontal coordinates were scaled from a topographic map and have
 EG1034.an estimated accuracy of +/- 6 seconds.
 EG1034
 EG1034.The orthometric height was determined by differential leveling
 EG1034.and adjusted in June 1991.
 EG1034
 EG1034.The geoid height was determined by GEOID03.
 EG1034
 EG1034.The dynamic height is computed by dividing the NAVD 88
 EG1034.geopotential number by the normal gravity value computed on the
 EG1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1034.degrees latitude (g = 980.6199 gals.).
 EG1034
 EG1034.The modeled gravity was interpolated from observed gravity values.
 EG1034
 EG1034;                    North         East    Units  Estimated Accuracy
 EG1034;SPC MS E     -   553,900.      283,470.      MT  (+/- 180 meters Scaled)
 EG1034
 EG1034                          SUPERSEDED SURVEY CONTROL
 EG1034
 EG1034  NGVD 29 (??/??/92)  106.451  (m)          349.25   (f) ADJ UNCH    2 0
 EG1034
 EG1034.Superseded values are not recommended for survey control.
 EG1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1034.See file dsdata.txt to determine how the superseded data were derived.
 EG1034
 EG1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD151189(NAD 83)
 EG1034_MARKER: DB = BENCH MARK DISK
 EG1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1034_SP_SET: BRIDGE
 EG1034_STAMPING: G 40 1934
 EG1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1034+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 EG1034
 EG1034  HISTORY     - Date     Condition        Report By
 EG1034  HISTORY     - 1934     MONUMENTED       CGS
 EG1034  HISTORY     - 1966     GOOD             MSHD
 EG1034  HISTORY     - 1979     GOOD             MSHD
 EG1034  HISTORY     - 20020501 GOOD             USACE
 EG1034
 EG1034                          STATION DESCRIPTION
 EG1034
 EG1034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1034'0.4 MI NW FROM NEW ALBANY.
 EG1034'THE MARK IS ABOUT 0.4 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1034'RAILWAY FROM THE STATION AT NEW ALBANY, UNION COUNTY, IN THE CONCRETE
 EG1034'BRIDGE OF U.S. HIGHWAY 78, OVER TALLAHATCHIE RIVER, IN THE TOP OF THE
 EG1034'NORTHWEST CORNER AND 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EG1034
 EG1034                          STATION RECOVERY (1979)
 EG1034
 EG1034'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1034'THE HIGHWAY IS NOW OLD HWY 78.
 EG1034
 EG1034                          STATION RECOVERY (2002)
 EG1034
 EG1034'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG1034'OLD HWY 78 IS NOW HWY 178
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0926 ***********************************************************************
 EG0926  DESIGNATION -  G 41
 EG0926  PID         -  EG0926
 EG0926  STATE/COUNTY-  MS/TIPPAH
 EG0926  USGS QUAD   -  FALKNER (1982)
 EG0926
 EG0926                         *CURRENT SURVEY CONTROL
 EG0926  ___________________________________________________________________
 EG0926* NAD 83(1986)-  34 49 11.     (N)    088 55 36.     (W)     SCALED    
 EG0926* NAVD 88     -       146.421  (meters)     480.38   (feet)  ADJUSTED  
 EG0926  ___________________________________________________________________
 EG0926  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG0926  DYNAMIC HT  -         146.281 (meters)     479.92  (feet)  COMP
 EG0926  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EG0926
 EG0926  VERT ORDER  -  SECOND    CLASS 0
 EG0926
 EG0926.The horizontal coordinates were scaled from a topographic map and have
 EG0926.an estimated accuracy of +/- 6 seconds.
 EG0926
 EG0926.The orthometric height was determined by differential leveling
 EG0926.and adjusted in June 1991.
 EG0926
 EG0926.The geoid height was determined by GEOID03.
 EG0926
 EG0926.The dynamic height is computed by dividing the NAVD 88
 EG0926.geopotential number by the normal gravity value computed on the
 EG0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0926.degrees latitude (g = 980.6199 gals.).
 EG0926
 EG0926.The modeled gravity was interpolated from observed gravity values.
 EG0926
 EG0926;                    North         East    Units  Estimated Accuracy
 EG0926;SPC MS E     -   589,880.      291,460.      MT  (+/- 180 meters Scaled)
 EG0926
 EG0926                          SUPERSEDED SURVEY CONTROL
 EG0926
 EG0926  NGVD 29 (??/??/92)  146.387  (m)          480.27   (f) ADJ UNCH    2 0
 EG0926
 EG0926.Superseded values are not recommended for survey control.
 EG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0926.See file dsdata.txt to determine how the superseded data were derived.
 EG0926
 EG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD237547(NAD 83)
 EG0926_MARKER: DB = BENCH MARK DISK
 EG0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0926_STAMPING: G 41 1934
 EG0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0926+STABILITY: SURFACE MOTION
 EG0926
 EG0926  HISTORY     - Date     Condition        Report By
 EG0926  HISTORY     - 1934     MONUMENTED       CGS
 EG0926  HISTORY     - 1962     GOOD             MSHD
 EG0926  HISTORY     - 1979     GOOD             MSHD
 EG0926  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG0926
 EG0926                          STATION DESCRIPTION
 EG0926
 EG0926'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0926'17.7 MI S FROM MIDDLETON.
 EG0926'17.7 MILES SOUTH ALONG THE GULF, MOBILE, AND NORTHERN RAILROAD FROM
 EG0926'THE SOUTHERN RAILWAY STATION AT MIDDLETON, HARDEMAN COUNTY, TENN. THE
 EG0926'MARK IS A DISK SET IN THE TOP OF AN 8 INCH ROUND CONCRETE POST. IT IS
 EG0926'57 FEET NORTHEAST OF MILEPOST 351, 54 FEET EAST OF THE CENTERLINE OF
 EG0926'THE TRACK, 3 FEET WEST OF A RIGHT-OF-WAY FENCE, 34 FEET SOUTH OF THE
 EG0926'CENTER OF A ROAD, 48 FEET NORTHEAST OF TELEGRAPH POLE NO. 285, 2.5
 EG0926'FEET BELOW THE LEVEL OF THE TRACK AND FLUSH WITH THE GROUND. A METAL
 EG0926'WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 EG0926
 EG0926                          STATION RECOVERY (1979)
 EG0926
 EG0926'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0926'THE MARK IS LOCATED 3 MILES SOUTH OF FALKNER IN THE SOUTHEAST ANGLE
 EG0926'OF A RAILROAD CROSSING, 4.9 MILES NORTHEAST OF RIPLEY IN THE
 EG0926'NORTHWEST 1/4 OF SECTION 30, T 3S, R 4E. IT IS 53 FEET SOUTHEAST OF A
 EG0926'CROSSING SIGN, 52 FEET NORTHEAST OF MILEPOST 351, 47 FEET NORTHEAST
 EG0926'OF TELEPHONE POLE, 43 FEET EAST OF THE EAST RAIL, 34 FEET SOUTH OF
 EG0926'THE CENTER OF A GRAVELED ROAD, 4 FEET WEST OF A FENCE, 1 FOOT EAST OF
 EG0926'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4
 EG0926'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 1 INCH. TO REACH FROM
 EG0926'THE POST OFFICE IN FALKNER GO SOUTH ON STATE HIGHWAY 15 FOR 3.05
 EG0926'MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON A GRAVELED ROAD
 EG0926'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EG0926
 EG0926                          STATION RECOVERY (2003)
 EG0926
 EG0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1065 ***********************************************************************
 EG1065  DESIGNATION -  G 42
 EG1065  PID         -  EG1065
 EG1065  STATE/COUNTY-  MS/PONTOTOC
 EG1065  USGS QUAD   -  SOUTHWEST PONTOTOC (1972)
 EG1065
 EG1065                         *CURRENT SURVEY CONTROL
 EG1065  ___________________________________________________________________
 EG1065* NAD 83(1986)-  34 10 15.     (N)    089 01 48.     (W)     SCALED    
 EG1065* NAVD 88     -       126.702  (meters)     415.69   (feet)  ADJUSTED  
 EG1065  ___________________________________________________________________
 EG1065  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EG1065  DYNAMIC HT  -         126.574 (meters)     415.27  (feet)  COMP
 EG1065  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 EG1065
 EG1065  VERT ORDER  -  SECOND    CLASS 0
 EG1065
 EG1065.The horizontal coordinates were scaled from a topographic map and have
 EG1065.an estimated accuracy of +/- 6 seconds.
 EG1065
 EG1065.The orthometric height was determined by differential leveling
 EG1065.and adjusted in June 1991.
 EG1065
 EG1065.The geoid height was determined by GEOID03.
 EG1065
 EG1065.The dynamic height is computed by dividing the NAVD 88
 EG1065.geopotential number by the normal gravity value computed on the
 EG1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1065.degrees latitude (g = 980.6199 gals.).
 EG1065
 EG1065.The modeled gravity was interpolated from observed gravity values.
 EG1065
 EG1065;                    North         East    Units  Estimated Accuracy
 EG1065;SPC MS E     -   517,910.      281,870.      MT  (+/- 180 meters Scaled)
 EG1065
 EG1065                          SUPERSEDED SURVEY CONTROL
 EG1065
 EG1065  NGVD 29 (??/??/92)  126.645  (m)          415.50   (f) ADJ UNCH    2 0
 EG1065
 EG1065.Superseded values are not recommended for survey control.
 EG1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1065.See file dsdata.txt to determine how the superseded data were derived.
 EG1065
 EG1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC128829(NAD 83)
 EG1065_MARKER: DB = BENCH MARK DISK
 EG1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1065_STAMPING: G-42 1935
 EG1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1065+STABILITY: SURFACE MOTION
 EG1065
 EG1065  HISTORY     - Date     Condition        Report By
 EG1065  HISTORY     - 1935     MONUMENTED       CGS
 EG1065  HISTORY     - 1962     MARK NOT FOUND   NGS
 EG1065  HISTORY     - 1979     GOOD             MSHD
 EG1065
 EG1065                          STATION DESCRIPTION
 EG1065
 EG1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1065'5.8 MI S FROM PONTOTOC.
 EG1065'5.8 MILES SOUTH OF G M AND N RR DEPOT AT PONTOTOC 650 FEET SOUTH OF
 EG1065'ALGOMA GULF MOBILE AND NORTHERN RAILROAD DEPOT.  1 FOOT EAST OF MILE
 EG1065'POST 301.  32 FEET EAST OF CENTERLINE OF TRACK.
 EG1065
 EG1065                          STATION RECOVERY (1962)
 EG1065
 EG1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EG1065'MARK NOT FOUND.
 EG1065
 EG1065                          STATION RECOVERY (1979)
 EG1065
 EG1065'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1065'THE MARK IS IN THE EDGE OF A ROAD DITCH AND ABOUT 12 INCHES OF THE
 EG1065'MARK IS BARE ON THE EAST SIDE BUT THE MARK APPEARS TO BE SOLID. THE
 EG1065'MARK IS LOCATED 5.8 MILES SOUTH-SOUTHWEST OF PONTOTOC IN THE EDGE OF
 EG1065'A ROAD DITCH IN BETWEEN A NARROW GRAVELED ROAD AND THE G.M. AND O.
 EG1065'RAILROAD TRACK, 9.2 MILES NORTH OF HOULKA, 0.4 MILE SOUTH OF THE MAIN
 EG1065'CROSSING AT ALGOMA IN THE NORTHWEST 1/4 OF SECTION 31, T 10S, R 3E.
 EG1065'IT IS 72 FEET SOUTHEAST OF A SWITCH STAND, 31.5 FEET EAST OF THE EAST
 EG1065'RAIL, 28.5 FEET NORTHEAST OF MILEPOST 301, 13 FEET WEST OF THE CENTER
 EG1065'OF A NARROW GRAVELED ROAD, 2.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 EG1065'2.5 FEET EAST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG1065'CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE
 EG1065'GROUND. TO REACH FROM THE POST OFFICE IN PONTOTOC GO SOUTH ON MAIN
 EG1065'STREET (STATE HIGHWAY 41) FOR 1.75 MILES TO THE JUNCTION OF STATE
 EG1065'HIGHWAY 15. CONTINUE SOUTH ON STATE HIGHWAY 15 FOR 3.45 MILES TO A
 EG1065'CROSSROAD. TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1 MILE TO A
 EG1065'SIDE ROAD LEFT JUST BEYOND A RAILROAD CROSSING ALGOMA. TURN LEFT AND
 EG1065'GO SOUTH ON A PAVED ROAD FOR 0.15 MILE TO A CROSSROAD. TURN LEFT AND
 EG1065'GO WEST THEN SOUTH CROSSING THE RAILROAD TRACK ON A NARROW GRAVELED
 EG1065'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT JUST BEYOND THE END OF A
 EG1065'SIDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1188 ***********************************************************************
 DJ1188  DESIGNATION -  G 43
 DJ1188  PID         -  DJ1188
 DJ1188  STATE/COUNTY-  MS/WEBSTER
 DJ1188  USGS QUAD   -  MABEN (1972)
 DJ1188
 DJ1188                         *CURRENT SURVEY CONTROL
 DJ1188  ___________________________________________________________________
 DJ1188* NAD 83(1986)-  33 33 39.     (N)    089 05 21.     (W)     SCALED    
 DJ1188* NAVD 88     -       136.152  (meters)     446.69   (feet)  ADJUSTED  
 DJ1188  ___________________________________________________________________
 DJ1188  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ1188  DYNAMIC HT  -         136.006 (meters)     446.21  (feet)  COMP
 DJ1188  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 DJ1188
 DJ1188  VERT ORDER  -  SECOND    CLASS 0
 DJ1188
 DJ1188.The horizontal coordinates were scaled from a topographic map and have
 DJ1188.an estimated accuracy of +/- 6 seconds.
 DJ1188
 DJ1188.The orthometric height was determined by differential leveling
 DJ1188.and adjusted in June 1991.
 DJ1188
 DJ1188.The geoid height was determined by GEOID03.
 DJ1188
 DJ1188.The dynamic height is computed by dividing the NAVD 88
 DJ1188.geopotential number by the normal gravity value computed on the
 DJ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1188.degrees latitude (g = 980.6199 gals.).
 DJ1188
 DJ1188.The modeled gravity was interpolated from observed gravity values.
 DJ1188
 DJ1188;                    North         East    Units  Estimated Accuracy
 DJ1188;SPC MS E     -   450,270.      276,250.      MT  (+/- 180 meters Scaled)
 DJ1188
 DJ1188                          SUPERSEDED SURVEY CONTROL
 DJ1188
 DJ1188  NGVD 29 (??/??/92)  136.082  (m)          446.46   (f) ADJ UNCH    2 0
 DJ1188
 DJ1188.Superseded values are not recommended for survey control.
 DJ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1188.See file dsdata.txt to determine how the superseded data were derived.
 DJ1188
 DJ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC060154(NAD 83)
 DJ1188_MARKER: DB = BENCH MARK DISK
 DJ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1188_STAMPING: G 43 1935
 DJ1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1188+STABILITY: SURFACE MOTION
 DJ1188
 DJ1188  HISTORY     - Date     Condition        Report By
 DJ1188  HISTORY     - 1935     MONUMENTED       CGS
 DJ1188  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1188  HISTORY     - 1972     MARK NOT FOUND   NGS
 DJ1188
 DJ1188                          STATION DESCRIPTION
 DJ1188
 DJ1188'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1188'IN MABEN.
 DJ1188'AT MABEN, OKTIBBEHA COUNTY, ON THE GULF, MOBILE, AND NORTHERN
 DJ1188'RAILROAD, 105 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION,
 DJ1188'60 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK AND 1 FOOT WEST OF A
 DJ1188'FENCE CORNER.  A STANDARD DISK, STAMPED G 43 1935 AND SET IN THE TOP
 DJ1188'OF A CONCRETE POST.
 DJ1188
 DJ1188                          STATION RECOVERY (1972)
 DJ1188
 DJ1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DJ1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0132 ***********************************************************************
 DK0132  DESIGNATION -  G 45
 DK0132  PID         -  DK0132
 DK0132  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0132  USGS QUAD   -  TIPPO (1981)
 DK0132
 DK0132                         *CURRENT SURVEY CONTROL
 DK0132  ___________________________________________________________________
 DK0132* NAD 83(1986)-  33 59 05.     (N)    090 09 06.     (W)     SCALED    
 DK0132* NAVD 88     -        43.290  (meters)     142.03   (feet)  ADJUSTED  
 DK0132  ___________________________________________________________________
 DK0132  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DK0132  DYNAMIC HT  -          43.248 (meters)     141.89  (feet)  COMP
 DK0132  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 DK0132
 DK0132  VERT ORDER  -  SECOND    CLASS 0
 DK0132
 DK0132.The horizontal coordinates were scaled from a topographic map and have
 DK0132.an estimated accuracy of +/- 6 seconds.
 DK0132
 DK0132.The orthometric height was determined by differential leveling
 DK0132.and adjusted in June 1991.
 DK0132
 DK0132.The geoid height was determined by GEOID03.
 DK0132
 DK0132.The dynamic height is computed by dividing the NAVD 88
 DK0132.geopotential number by the normal gravity value computed on the
 DK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0132.degrees latitude (g = 980.6199 gals.).
 DK0132
 DK0132.The modeled gravity was interpolated from observed gravity values.
 DK0132
 DK0132;                    North         East    Units  Estimated Accuracy
 DK0132;SPC MS W     -   497,270.      716,790.      MT  (+/- 180 meters Scaled)
 DK0132
 DK0132                          SUPERSEDED SURVEY CONTROL
 DK0132
 DK0132  NGVD 29 (??/??/??)   43.350  (m)          142.22   (f) ADJUSTED    2 0
 DK0132
 DK0132.Superseded values are not recommended for survey control.
 DK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0132.See file dsdata.txt to determine how the superseded data were derived.
 DK0132
 DK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT631641(NAD 83)
 DK0132_MARKER: DB = BENCH MARK DISK
 DK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0132_STAMPING: G 45 1935
 DK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0132+STABILITY: SURFACE MOTION
 DK0132
 DK0132  HISTORY     - Date     Condition        Report By
 DK0132  HISTORY     - 1935     MONUMENTED       CGS
 DK0132  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0132  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0132  HISTORY     - 1980     MARK NOT FOUND   USGS
 DK0132  HISTORY     - 20080212 MARK NOT FOUND   MSDOT
 DK0132
 DK0132                          STATION DESCRIPTION
 DK0132
 DK0132'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0132'5.7 MI SW FROM CHARLESTON.
 DK0132'THE MARK IS LOCATED 5.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 DK0132'RAILROAD FROM THE STAION AT CHARLESTON, TALLAHATCHIE COUNTY, 75 FEET
 DK0132'NORTHEAST OF BRIDGE NO. 2044 66 FEET EAST OF THE CENTER LINE OF THE
 DK0132'TRACK, 18 FEET WEST OF THE CENTER LINE OF A ROAD PARALLELING THE
 DK0132'TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 DK0132'STAMPED G 45 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DK0132
 DK0132                          STATION RECOVERY (1978)
 DK0132
 DK0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0132'MARK NOT FOUND.
 DK0132
 DK0132                          STATION RECOVERY (1980)
 DK0132
 DK0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DK0132'MARK NOT FOUND.
 DK0132
 DK0132                          STATION RECOVERY (2008)
 DK0132
 DK0132'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0619 ***********************************************************************
 DK0619  DESIGNATION -  G 47
 DK0619  PID         -  DK0619
 DK0619  STATE/COUNTY-  MS/WASHINGTON
 DK0619  USGS QUAD   -  SHAW (1967)
 DK0619
 DK0619                         *CURRENT SURVEY CONTROL
 DK0619  ___________________________________________________________________
 DK0619* NAD 83(1986)-  33 30 44.     (N)    090 49 48.     (W)     SCALED    
 DK0619* NAVD 88     -        37.406  (meters)     122.72   (feet)  ADJUSTED  
 DK0619  ___________________________________________________________________
 DK0619  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0619  DYNAMIC HT  -          37.366 (meters)     122.59  (feet)  COMP
 DK0619  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 DK0619
 DK0619  VERT ORDER  -  SECOND    CLASS 0
 DK0619
 DK0619.The horizontal coordinates were scaled from a topographic map and have
 DK0619.an estimated accuracy of +/- 6 seconds.
 DK0619
 DK0619.The orthometric height was determined by differential leveling
 DK0619.and adjusted in June 1991.
 DK0619
 DK0619.The geoid height was determined by GEOID03.
 DK0619
 DK0619.The dynamic height is computed by dividing the NAVD 88
 DK0619.geopotential number by the normal gravity value computed on the
 DK0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0619.degrees latitude (g = 980.6199 gals.).
 DK0619
 DK0619.The modeled gravity was interpolated from observed gravity values.
 DK0619
 DK0619;                    North         East    Units  Estimated Accuracy
 DK0619;SPC MS W     -   444,960.      653,860.      MT  (+/- 180 meters Scaled)
 DK0619
 DK0619                          SUPERSEDED SURVEY CONTROL
 DK0619
 DK0619  NGVD 29 (??/??/??)   37.555  (m)          123.21   (f) ADJUSTED    2 0
 DK0619
 DK0619.Superseded values are not recommended for survey control.
 DK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0619.See file dsdata.txt to determine how the superseded data were derived.
 DK0619
 DK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT015101(NAD 83)
 DK0619_MARKER: DB = BENCH MARK DISK
 DK0619_SETTING: 0 = UNSPECIFIED SETTING
 DK0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0619
 DK0619  HISTORY     - Date     Condition        Report By
 DK0619  HISTORY     - UNK      MONUMENTED       CGS
 DK0619  HISTORY     - 1967     GOOD             MSHD
 DK0619
 DK0619                          STATION DESCRIPTION
 DK0619
 DK0619'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0619'IN ELIZABETH.
 DK0619'THE MARK IS LOCATED 6.7 MILES NORTH ALONG THE ILLINOIS CENTRAL
 DK0619'RAILROAD FROM THE STATION AT ELIZABETH, WASHINGTON COUNTY, 0.15 MILE
 DK0619'SOUTH OF MILE POST 131, ABOUT 200 FEET WEST OF AN OLD TIN ROOFED
 DK0619'WOODEN BUILDING, 75 FEET EAST OF THE CENTER OF THE TRACK AND 33 FEET
 DK0619'WEST OF THE CENTER LINE OF U.S. HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0073 ***********************************************************************
 CP0073  DESIGNATION -  G 49
 CP0073  PID         -  CP0073
 CP0073  STATE/COUNTY-  MS/YAZOO
 CP0073  USGS QUAD   -  CARTER (1988)
 CP0073
 CP0073                         *CURRENT SURVEY CONTROL
 CP0073  ___________________________________________________________________
 CP0073* NAD 83(1986)-  32 57 40.     (N)    090 26 02.     (W)     SCALED    
 CP0073* NAVD 88     -        31.961  (meters)     104.86   (feet)  ADJUSTED  
 CP0073  ___________________________________________________________________
 CP0073  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CP0073  DYNAMIC HT  -          31.926 (meters)     104.74  (feet)  COMP
 CP0073  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CP0073
 CP0073  VERT ORDER  -  SECOND    CLASS 0
 CP0073
 CP0073.The horizontal coordinates were scaled from a topographic map and have
 CP0073.an estimated accuracy of +/- 6 seconds.
 CP0073
 CP0073.The orthometric height was determined by differential leveling
 CP0073.and adjusted in June 1991.
 CP0073
 CP0073.The geoid height was determined by GEOID03.
 CP0073
 CP0073.The dynamic height is computed by dividing the NAVD 88
 CP0073.geopotential number by the normal gravity value computed on the
 CP0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0073.degrees latitude (g = 980.6199 gals.).
 CP0073
 CP0073.The modeled gravity was interpolated from observed gravity values.
 CP0073
 CP0073;                    North         East    Units  Estimated Accuracy
 CP0073;SPC MS W     -   383,730.      690,600.      MT  (+/- 180 meters Scaled)
 CP0073
 CP0073                          SUPERSEDED SURVEY CONTROL
 CP0073
 CP0073  NGVD 29 (??/??/92)   32.047  (m)          105.14   (f) ADJ UNCH    2 0
 CP0073
 CP0073.Superseded values are not recommended for survey control.
 CP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0073.See file dsdata.txt to determine how the superseded data were derived.
 CP0073
 CP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS398498(NAD 83)
 CP0073_MARKER: DB = BENCH MARK DISK
 CP0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0073_STAMPING: G 49 1935
 CP0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0073+STABILITY: SURFACE MOTION
 CP0073
 CP0073  HISTORY     - Date     Condition        Report By
 CP0073  HISTORY     - 1935     MONUMENTED       CGS
 CP0073  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0073  HISTORY     - 1981     GOOD             LOCSUR
 CP0073
 CP0073                          STATION DESCRIPTION
 CP0073
 CP0073'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0073'5.9 MI NW FROM YAZOO JUNCTION.
 CP0073'LOCATED 5.9 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0073'YAZOO JUNCTION, 775 FEET NORTH OF THE NORTH END OF BRIDGE 173.6, 55
 CP0073'FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET SOUTH OF THE CENTER
 CP0073'OF AN EAST-WEST ROAD, AND 8 FEET WEST OF A RIGHT-OF-WAY FENCE. NOTE--
 CP0073'THE MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN A DITCH WAS WIDENED.
 CP0073
 CP0073                          STATION RECOVERY (1981)
 CP0073
 CP0073'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0005 ***********************************************************************
 DK0005  DESIGNATION -  G 5
 DK0005  PID         -  DK0005
 DK0005  STATE/COUNTY-  MS/LEFLORE
 DK0005  USGS QUAD   -  GREENWOOD (1982)
 DK0005
 DK0005                         *CURRENT SURVEY CONTROL
 DK0005  ___________________________________________________________________
 DK0005* NAD 83(1986)-  33 34 43.     (N)    090 11 13.     (W)     SCALED    
 DK0005* NAVD 88     -        40.594  (meters)     133.18   (feet)  ADJUSTED  
 DK0005  ___________________________________________________________________
 DK0005  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DK0005  DYNAMIC HT  -          40.552 (meters)     133.04  (feet)  COMP
 DK0005  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 DK0005
 DK0005  VERT ORDER  -  FIRST     CLASS II
 DK0005
 DK0005.The horizontal coordinates were scaled from a topographic map and have
 DK0005.an estimated accuracy of +/- 6 seconds.
 DK0005
 DK0005.The orthometric height was determined by differential leveling
 DK0005.and adjusted in June 1991.
 DK0005
 DK0005.The geoid height was determined by GEOID03.
 DK0005
 DK0005.The dynamic height is computed by dividing the NAVD 88
 DK0005.geopotential number by the normal gravity value computed on the
 DK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0005.degrees latitude (g = 980.6199 gals.).
 DK0005
 DK0005.The modeled gravity was interpolated from observed gravity values.
 DK0005
 DK0005;                    North         East    Units  Estimated Accuracy
 DK0005;SPC MS W     -   452,220.      713,590.      MT  (+/- 180 meters Scaled)
 DK0005
 DK0005                          SUPERSEDED SURVEY CONTROL
 DK0005
 DK0005  NGVD 29 (??/??/??)   40.670  (m)          133.43   (f) ADJUSTED    1 2
 DK0005
 DK0005.Superseded values are not recommended for survey control.
 DK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0005.See file dsdata.txt to determine how the superseded data were derived.
 DK0005
 DK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT610189(NAD 83)
 DK0005_MARKER: DB = BENCH MARK DISK
 DK0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0005_SP_SET: CONCRETE WALL
 DK0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0005
 DK0005  HISTORY     - Date     Condition        Report By
 DK0005  HISTORY     - 1933     MONUMENTED       CGS
 DK0005  HISTORY     - 1933     GOOD             CGS
 DK0005  HISTORY     - 1947     MARK NOT FOUND   LOCSUR
 DK0005
 DK0005                          STATION DESCRIPTION
 DK0005
 DK0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DK0005'4.7 MI N FROM GREENWOOD.
 DK0005'4.7 MILES NORTH OF GREENWOOD.  TABLET SET IN CONCRETE FIRE WALL IN
 DK0005'CENTER OF 1000 FT TRESTLE NO. LT. 132.9, MILE POST 130.15, 3 1/2 FEET
 DK0005'EAST OF EAST RAIL, 6 FEET SOUTH OF NORTH END OF FIRE WALL.
 DK0005
 DK0005                          STATION RECOVERY (1947)
 DK0005
 DK0005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947
 DK0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0442 ***********************************************************************
 DK0442  DESIGNATION -  G 50
 DK0442  PID         -  DK0442
 DK0442  STATE/COUNTY-  MS/HUMPHREYS
 DK0442  USGS QUAD   -  MIDNIGHT (1965)
 DK0442
 DK0442                         *CURRENT SURVEY CONTROL
 DK0442  ___________________________________________________________________
 DK0442* NAD 83(1986)-  33 01 14.     (N)    090 34 53.     (W)     SCALED    
 DK0442* NAVD 88     -        31.575  (meters)     103.59   (feet)  ADJUSTED  
 DK0442  ___________________________________________________________________
 DK0442  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK0442  DYNAMIC HT  -          31.541 (meters)     103.48  (feet)  COMP
 DK0442  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DK0442
 DK0442  VERT ORDER  -  SECOND    CLASS 0
 DK0442
 DK0442.The horizontal coordinates were scaled from a topographic map and have
 DK0442.an estimated accuracy of +/- 6 seconds.
 DK0442
 DK0442.The orthometric height was determined by differential leveling
 DK0442.and adjusted in June 1991.
 DK0442
 DK0442.The geoid height was determined by GEOID03.
 DK0442
 DK0442.The dynamic height is computed by dividing the NAVD 88
 DK0442.geopotential number by the normal gravity value computed on the
 DK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0442.degrees latitude (g = 980.6199 gals.).
 DK0442
 DK0442.The modeled gravity was interpolated from observed gravity values.
 DK0442
 DK0442;                    North         East    Units  Estimated Accuracy
 DK0442;SPC MS W     -   390,350.      676,830.      MT  (+/- 180 meters Scaled)
 DK0442
 DK0442                          SUPERSEDED SURVEY CONTROL
 DK0442
 DK0442  NGVD 29 (??/??/92)   31.664  (m)          103.88   (f) ADJ UNCH    2 0
 DK0442
 DK0442.Superseded values are not recommended for survey control.
 DK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0442.See file dsdata.txt to determine how the superseded data were derived.
 DK0442
 DK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS259561(NAD 83)
 DK0442_MARKER: DB = BENCH MARK DISK
 DK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0442_STAMPING: G-50 1935
 DK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0442+STABILITY: SURFACE MOTION
 DK0442
 DK0442  HISTORY     - Date     Condition        Report By
 DK0442  HISTORY     - 1935     MONUMENTED       CGS
 DK0442  HISTORY     - 1965     POOR             USGS
 DK0442  HISTORY     - 1974     MARK NOT FOUND   MSHD
 DK0442
 DK0442                          STATION DESCRIPTION
 DK0442
 DK0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK0442'7.8 MI SW FROM SILVER CITY.
 DK0442'7.8 MILES SOUTHWEST OF Y AND M V RR DEPOT AT SILVER CITY 216 FEET
 DK0442'SOUTH OF MILE POST M171.  45 FEET EAST OF CENTERLINE OF YAZOO AND
 DK0442'MISSISSIPPI VALLEY RAILROAD.  48 FEET WEST OF CENTERLINE OF U. S.
 DK0442'HIGHWAY 49W.  3 FEET BELOW LEVEL OF RAILS.  NOTE-- MARK WAS FOUND
 DK0442'ALMOST OUT OF THE GROUND AND LEANING AT A 45 DEG ANGLE.
 DK0442
 DK0442                          STATION RECOVERY (1965)
 DK0442
 DK0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DK0442'MARK RECOVERED IN POOR CONDITION.
 DK0442
 DK0442                          STATION RECOVERY (1974)
 DK0442
 DK0442'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 DK0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0177 ***********************************************************************
 CP0177  DESIGNATION -  G 51
 CP0177  PID         -  CP0177
 CP0177  STATE/COUNTY-  MS/YAZOO
 CP0177  USGS QUAD   -  LINWOOD (1964)
 CP0177
 CP0177                         *CURRENT SURVEY CONTROL
 CP0177  ___________________________________________________________________
 CP0177* NAD 83(1986)-  32 47 56.     (N)    090 13 17.     (W)     SCALED    
 CP0177* NAVD 88     -        78.849  (meters)     258.69   (feet)  ADJUSTED  
 CP0177  ___________________________________________________________________
 CP0177  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CP0177  DYNAMIC HT  -          78.760 (meters)     258.40  (feet)  COMP
 CP0177  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CP0177
 CP0177  VERT ORDER  -  SECOND    CLASS 0
 CP0177
 CP0177.The horizontal coordinates were scaled from a topographic map and have
 CP0177.an estimated accuracy of +/- 6 seconds.
 CP0177
 CP0177.The orthometric height was determined by differential leveling
 CP0177.and adjusted in June 1991.
 CP0177
 CP0177.The geoid height was determined by GEOID03.
 CP0177
 CP0177.The dynamic height is computed by dividing the NAVD 88
 CP0177.geopotential number by the normal gravity value computed on the
 CP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0177.degrees latitude (g = 980.6199 gals.).
 CP0177
 CP0177.The modeled gravity was interpolated from observed gravity values.
 CP0177
 CP0177;                    North         East    Units  Estimated Accuracy
 CP0177;SPC MS W     -   365,740.      710,490.      MT  (+/- 180 meters Scaled)
 CP0177
 CP0177                          SUPERSEDED SURVEY CONTROL
 CP0177
 CP0177  NGVD 29 (??/??/92)   78.927  (m)          258.95   (f) ADJ UNCH    2 0
 CP0177
 CP0177.Superseded values are not recommended for survey control.
 CP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0177.See file dsdata.txt to determine how the superseded data were derived.
 CP0177
 CP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS601324(NAD 83)
 CP0177_MARKER: DB = BENCH MARK DISK
 CP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0177_STAMPING: G 51 1935
 CP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0177+STABILITY: SURFACE MOTION
 CP0177
 CP0177  HISTORY     - Date     Condition        Report By
 CP0177  HISTORY     - 1935     MONUMENTED       CGS
 CP0177  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0177
 CP0177                          STATION DESCRIPTION
 CP0177
 CP0177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0177'12.7 MI E FROM YAZOO CITY.
 CP0177'LOCATED ABOUT 12.7 MILES EAST ALONG THE CANTON ROAD FROM THE YAZOO AND
 CP0177'MISSISSIPPI VALLEY RAILROAD STATION AT YAZOO CITY, ABOUT 285 FEET WEST
 CP0177'OF A CONCRETE PIPE CULVERT, 30 FEET SOUTH OF THE CENTERLINE OF THE
 CP0177'ROAD, AND 2 FEET SOUTHEAST OF A FENCE CORNER.  NOTE-- THE YAZOO AND
 CP0177'MISSISSIPPI VALLEY RAILROAD IS NOW THE ILLINOIS CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0952 ***********************************************************************
 CO0952  DESIGNATION -  G 52
 CO0952  PID         -  CO0952
 CO0952  STATE/COUNTY-  MS/LEAKE
 CO0952  USGS QUAD   -  CARTHAGE (1989)
 CO0952
 CO0952                         *CURRENT SURVEY CONTROL
 CO0952  ___________________________________________________________________
 CO0952* NAD 83(1986)-  32 43 31.     (N)    089 34 04.     (W)     SCALED    
 CO0952* NAVD 88     -       105.600  (meters)     346.46   (feet)  ADJUSTED  
 CO0952  ___________________________________________________________________
 CO0952  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CO0952  DYNAMIC HT  -         105.481 (meters)     346.07  (feet)  COMP
 CO0952  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CO0952
 CO0952  VERT ORDER  -  SECOND    CLASS 0
 CO0952
 CO0952.The horizontal coordinates were scaled from a topographic map and have
 CO0952.an estimated accuracy of +/- 6 seconds.
 CO0952
 CO0952.The orthometric height was determined by differential leveling
 CO0952.and adjusted in June 1991.
 CO0952
 CO0952.The geoid height was determined by GEOID03.
 CO0952
 CO0952.The dynamic height is computed by dividing the NAVD 88
 CO0952.geopotential number by the normal gravity value computed on the
 CO0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0952.degrees latitude (g = 980.6199 gals.).
 CO0952
 CO0952.The modeled gravity was interpolated from observed gravity values.
 CO0952
 CO0952;                    North         East    Units  Estimated Accuracy
 CO0952;SPC MS E     -   357,810.      231,160.      MT  (+/- 180 meters Scaled)
 CO0952
 CO0952                          SUPERSEDED SURVEY CONTROL
 CO0952
 CO0952  NGVD 29 (??/??/92)  105.623  (m)          346.53   (f) ADJ UNCH    2 0
 CO0952
 CO0952.Superseded values are not recommended for survey control.
 CO0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0952.See file dsdata.txt to determine how the superseded data were derived.
 CO0952
 CO0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB593237(NAD 83)
 CO0952_MARKER: DB = BENCH MARK DISK
 CO0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0952_STAMPING: G 52 1935
 CO0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0952+STABILITY: SURFACE MOTION
 CO0952
 CO0952  HISTORY     - Date     Condition        Report By
 CO0952  HISTORY     - 1935     MONUMENTED       CGS
 CO0952  HISTORY     - 1961     MARK NOT FOUND   NGS
 CO0952
 CO0952                          STATION DESCRIPTION
 CO0952
 CO0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CO0952'2.3 MI W FROM CARTHAGE.
 CO0952'2.3 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 CO0952'CARTHAGE, LEAKE COUNTY, ABOUT 550 FEET WEST OF A WOODEN BRIDGE, 45
 CO0952'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET LOWER THAN
 CO0952'THE ROADWAY.  A STANDARD DISK, STAMPED G 52 1935 AND SET IN THE TOP OF
 CO0952'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0909 ***********************************************************************
 CP0909  DESIGNATION -  G 55
 CP0909  PID         -  CP0909
 CP0909  STATE/COUNTY-  MS/ISSAQUENA
 CP0909  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0909
 CP0909                         *CURRENT SURVEY CONTROL
 CP0909  ___________________________________________________________________
 CP0909* NAD 83(1986)-  32 59 24.     (N)    090 57 24.     (W)     SCALED    
 CP0909* NAVD 88     -        31.695  (meters)     103.99   (feet)  ADJUSTED  
 CP0909  ___________________________________________________________________
 CP0909  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CP0909  DYNAMIC HT  -          31.660 (meters)     103.87  (feet)  COMP
 CP0909  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 CP0909
 CP0909  VERT ORDER  -  SECOND    CLASS 0
 CP0909
 CP0909.The horizontal coordinates were scaled from a topographic map and have
 CP0909.an estimated accuracy of +/- 6 seconds.
 CP0909
 CP0909.The orthometric height was determined by differential leveling
 CP0909.and adjusted in June 1991.
 CP0909
 CP0909.The geoid height was determined by GEOID03.
 CP0909
 CP0909.The dynamic height is computed by dividing the NAVD 88
 CP0909.geopotential number by the normal gravity value computed on the
 CP0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0909.degrees latitude (g = 980.6199 gals.).
 CP0909
 CP0909.The modeled gravity was interpolated from observed gravity values.
 CP0909
 CP0909;                    North         East    Units  Estimated Accuracy
 CP0909;SPC MS W     -   387,100.      641,740.      MT  (+/- 180 meters Scaled)
 CP0909
 CP0909                          SUPERSEDED SURVEY CONTROL
 CP0909
 CP0909  NGVD 29 (??/??/92)   31.754  (m)          104.18   (f) ADJ UNCH    2 0
 CP0909
 CP0909.Superseded values are not recommended for survey control.
 CP0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0909.See file dsdata.txt to determine how the superseded data were derived.
 CP0909
 CP0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS909520(NAD 83)
 CP0909_MARKER: DB = BENCH MARK DISK
 CP0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0909_STAMPING: G-55 1935
 CP0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0909+STABILITY: SURFACE MOTION
 CP0909
 CP0909  HISTORY     - Date     Condition        Report By
 CP0909  HISTORY     - 1935     MONUMENTED       CGS
 CP0909  HISTORY     - 1966     MARK NOT FOUND   USGS
 CP0909
 CP0909                          STATION DESCRIPTION
 CP0909
 CP0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP0909'7.9 MI NW FROM ROLLING FORK.
 CP0909'7.9 MILES NORTHWEST OF COURTHOUSE AT ROLLING FORK.  780 FEET NORTHWEST
 CP0909'OF MILE POST M183.  48 FEET NORTHEAST OF CENTERLINE OF YAZOO AND
 CP0909'MISSISSIPPI VALLEY RAILROAD.  3 FEET SOUTHWEST OF FENCE LINE.
 CP0909
 CP0909                          STATION RECOVERY (1966)
 CP0909
 CP0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CP0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0736 ***********************************************************************
 CP0736  DESIGNATION -  G 57
 CP0736  PID         -  CP0736
 CP0736  STATE/COUNTY-  MS/HINDS
 CP0736  USGS QUAD   -  LEARNED (1982)
 CP0736
 CP0736                         *CURRENT SURVEY CONTROL
 CP0736  ___________________________________________________________________
 CP0736* NAD 83(1986)-  32 12 59.     (N)    090 30 16.     (W)     SCALED    
 CP0736* NAVD 88     -        58.46   (+/-2cm)     191.8    (feet)  VERTCON   
 CP0736  ___________________________________________________________________
 CP0736  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0736
 CP0736.The horizontal coordinates were scaled from a topographic map and have
 CP0736.an estimated accuracy of +/- 6 seconds.
 CP0736
 CP0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0736.The vertical order pertains to the NGVD 29 superseded value.
 CP0736
 CP0736.The geoid height was determined by GEOID03.
 CP0736
 CP0736;                    North         East    Units  Estimated Accuracy
 CP0736;SPC MS W     -   301,160.      683,870.      MT  (+/- 180 meters Scaled)
 CP0736
 CP0736                          SUPERSEDED SURVEY CONTROL
 CP0736
 CP0736  NGVD 29 (??/??/92)   58.477  (m)          191.85   (f) ADJ UNCH    2 0
 CP0736
 CP0736.Superseded values are not recommended for survey control.
 CP0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0736.See file dsdata.txt to determine how the superseded data were derived.
 CP0736
 CP0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR351671(NAD 83)
 CP0736_MARKER: DB = BENCH MARK DISK
 CP0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0736_STAMPING: G 57 1935 191.853
 CP0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0736+STABILITY: SURFACE MOTION
 CP0736
 CP0736  HISTORY     - Date     Condition        Report By
 CP0736  HISTORY     - 1935     MONUMENTED       CGS
 CP0736  HISTORY     - 1956     GOOD             NGS
 CP0736  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0736
 CP0736                          STATION DESCRIPTION
 CP0736
 CP0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CP0736'IN OAKLEY.
 CP0736'LOCATED ALONG THE ILLINOIS CENTRAL RAILROAD AT OAKLEY, 0.25 MILE
 CP0736'NORTHEAST OF MILEPOST J 21, 79 FEET WEST-SOUTHWEST OF POLE NO. 732,
 CP0736'44.5 FEET WEST OF THE RAIL, 2 FEET EAST OF A FENCE LINE, 9 FEET NORTH
 CP0736'OF A FENCE CORNER, 37 FEET NORTH OF THE CENTER OF A ROAD, 72 FEET
 CP0736'NORTHWEST OF A ROAD CROSSING AND 75 FEET WEST OF THE SOUTHWEST CORNER
 CP0736'OF THE OLD ABANDONED RAILROAD STATION.  IT IS A STANDARD DISK SET IN
 CP0736'THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 CP0736'THE TRACK.
 CP0736
 CP0736                          STATION RECOVERY (1977)
 CP0736
 CP0736'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0843 ***********************************************************************
 BW0843  DESIGNATION -  G 58
 BW0843  PID         -  BW0843
 BW0843  STATE/COUNTY-  MS/JEFFERSON
 BW0843  USGS QUAD   -  LORMAN (1986)
 BW0843
 BW0843                         *CURRENT SURVEY CONTROL
 BW0843  ___________________________________________________________________
 BW0843* NAD 83(1986)-  31 45 11.     (N)    091 01 22.     (W)     SCALED    
 BW0843* NAVD 88     -        56.32   (+/-2cm)     184.8    (feet)  VERTCON   
 BW0843  ___________________________________________________________________
 BW0843  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0843
 BW0843.The horizontal coordinates were scaled from a topographic map and have
 BW0843.an estimated accuracy of +/- 6 seconds.
 BW0843
 BW0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0843.The vertical order pertains to the NGVD 29 superseded value.
 BW0843
 BW0843.The geoid height was determined by GEOID03.
 BW0843
 BW0843;                    North         East    Units  Estimated Accuracy
 BW0843;SPC MS W     -   249,980.      634,680.      MT  (+/- 180 meters Scaled)
 BW0843
 BW0843                          SUPERSEDED SURVEY CONTROL
 BW0843
 BW0843  NGVD 29 (??/??/92)   56.329  (m)          184.81   (f) ADJ UNCH    2 0
 BW0843
 BW0843.Superseded values are not recommended for survey control.
 BW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0843.See file dsdata.txt to determine how the superseded data were derived.
 BW0843
 BW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR872147(NAD 83)
 BW0843_MARKER: DB = BENCH MARK DISK
 BW0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0843_STAMPING: G 58 1935 184.806
 BW0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0843+STABILITY: SURFACE MOTION
 BW0843
 BW0843  HISTORY     - Date     Condition        Report By
 BW0843  HISTORY     - 1935     MONUMENTED       CGS
 BW0843  HISTORY     - 1956     GOOD             NGS
 BW0843
 BW0843                          STATION DESCRIPTION
 BW0843
 BW0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW0843'2.1 MI N FROM HARRISTON.
 BW0843'LOCATED 2.1 MILES NORTHEAST OF HARRISTON ALONG THE ILLINOIS CENTRAL
 BW0843'RAILROAD, 840 FEET SOUTH OF MILEPOST J 68, IN THE NORTHEAST ANGLE OF A
 BW0843'ROAD CROSSING, 43 FEET EAST OF THE EAST RAIL OF THE TRACK, 93 FEET
 BW0843'NORTH OF THE CENTER OF THE ROAD, 72 FEET NORTHEAST OF THE ROAD
 BW0843'CROSSING AND 54 FEET SOUTHWEST OF THE FIRST POLE NORTH OF THE ROAD
 BW0843'CROSSING, OR POLE NO. 2227.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BW0843'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0299 ***********************************************************************
 CP0299  DESIGNATION -  G 59
 CP0299  PID         -  CP0299
 CP0299  STATE/COUNTY-  MS/HINDS
 CP0299  USGS QUAD   -  CLINTON (1980)
 CP0299
 CP0299                         *CURRENT SURVEY CONTROL
 CP0299  ___________________________________________________________________
 CP0299* NAD 83(1986)-  32 21 38.     (N)    090 21 48.     (W)     SCALED    
 CP0299* NAVD 88     -        86.92   (+/-2cm)     285.2    (feet)  VERTCON   
 CP0299  ___________________________________________________________________
 CP0299  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP0299  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0299
 CP0299.The horizontal coordinates were scaled from a topographic map and have
 CP0299.an estimated accuracy of +/- 6 seconds.
 CP0299
 CP0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0299.The vertical order pertains to the NGVD 29 superseded value.
 CP0299
 CP0299.The geoid height was determined by GEOID03.
 CP0299
 CP0299;                    North         East    Units  Estimated Accuracy
 CP0299;SPC MS W     -   317,130.      697,180.      MT  (+/- 180 meters Scaled)
 CP0299
 CP0299                          SUPERSEDED SURVEY CONTROL
 CP0299
 CP0299  NGVD 29 (??/??/92)   86.94   (m)          285.2    (f) COMPUTED    1 2
 CP0299
 CP0299.Superseded values are not recommended for survey control.
 CP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0299.See file dsdata.txt to determine how the superseded data were derived.
 CP0299
 CP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR481834(NAD 83)
 CP0299_MARKER: DB = BENCH MARK DISK
 CP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0299_STAMPING: G-59 1935
 CP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0299+STABILITY: SURFACE MOTION
 CP0299
 CP0299  HISTORY     - Date     Condition        Report By
 CP0299  HISTORY     - 1935     MONUMENTED       CGS
 CP0299  HISTORY     - 1963     GOOD             MSHD
 CP0299  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0299
 CP0299                          STATION DESCRIPTION
 CP0299
 CP0299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CP0299'3.2 MI W FROM CLINTON.
 CP0299'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT THE NORTH ENTRANCE TO
 CP0299'MISSISSIPPI COLLEGE (COLLEGE STREET AND MONROE STREET) IN CLINTON, GO
 CP0299'WEST ON COLLEGE STREET FOR 0.6 MILE TO NEW U. S. HIGHWAY 80, TURN
 CP0299'RIGHT, GO WEST ON HIGHWAY 80 FOR 1.5 MILES TO A GRAVEL SIDE ROAD ON
 CP0299'THE RIGHT, TURN RIGHT, GO NORTH FOR 1.1 MILES TO A RAILROAD CROSSING
 CP0299'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A
 CP0299'10-INCH SQUARE CONCRETE POST.  IT IS 39 FEET SOUTH OF THE SOUTH RAIL
 CP0299'OF THE TRACK, 35 FEET WEST OF AND ACROSS THE ROAD FROM A TELEGRAPHLINE
 CP0299'POLE, 16 FEET WEST OF THE CENTER OF THE DIRT ROAD, 1 FOOT WEST OF A
 CP0299'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD AND IS FLUSH
 CP0299'WITH THE GROUND.
 CP0299
 CP0299                          STATION RECOVERY (1977)
 CP0299
 CP0299'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0157 ***********************************************************************
 EG0157  DESIGNATION -  G 6
 EG0157  PID         -  EG0157
 EG0157  STATE/COUNTY-  MS/TISHOMINGO
 EG0157  USGS QUAD   -  RED BAY (1981)
 EG0157
 EG0157                         *CURRENT SURVEY CONTROL
 EG0157  ___________________________________________________________________
 EG0157* NAD 83(1986)-  34 29 20.     (N)    088 11 17.     (W)     SCALED    
 EG0157* NAVD 88     -       166.353  (meters)     545.78   (feet)  ADJUSTED  
 EG0157  ___________________________________________________________________
 EG0157  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG0157  DYNAMIC HT  -         166.187 (meters)     545.23  (feet)  COMP
 EG0157  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 EG0157
 EG0157  VERT ORDER  -  SECOND    CLASS 0
 EG0157
 EG0157.The horizontal coordinates were scaled from a topographic map and have
 EG0157.an estimated accuracy of +/- 6 seconds.
 EG0157
 EG0157.The orthometric height was determined by differential leveling
 EG0157.and adjusted in June 1991.
 EG0157
 EG0157.The geoid height was determined by GEOID03.
 EG0157
 EG0157.The dynamic height is computed by dividing the NAVD 88
 EG0157.geopotential number by the normal gravity value computed on the
 EG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0157.degrees latitude (g = 980.6199 gals.).
 EG0157
 EG0157.The modeled gravity was interpolated from observed gravity values.
 EG0157
 EG0157;                    North         East    Units  Estimated Accuracy
 EG0157;SPC MS E     -   553,360.      359,270.      MT  (+/- 180 meters Scaled)
 EG0157
 EG0157                          SUPERSEDED SURVEY CONTROL
 EG0157
 EG0157  NGVD 29 (??/??/92)  166.312  (m)          545.64   (f) ADJ UNCH    2 0
 EG0157
 EG0157.Superseded values are not recommended for survey control.
 EG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0157.See file dsdata.txt to determine how the superseded data were derived.
 EG0157
 EG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD909170(NAD 83)
 EG0157_MARKER: DB = BENCH MARK DISK
 EG0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0157_STAMPING: G 6 1934
 EG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0157+STABILITY: SURFACE MOTION
 EG0157
 EG0157  HISTORY     - Date     Condition        Report By
 EG0157  HISTORY     - 1934     MONUMENTED       CGS
 EG0157  HISTORY     - 1962     GOOD             MSHD
 EG0157  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0157
 EG0157                          STATION DESCRIPTION
 EG0157
 EG0157'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0157'IN GOLDEN.
 EG0157'THE MARK IS A DISK SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST. AT
 EG0157'GOLDEN, ALONG THE ILLINOIS CENTRAL RAILROAD, AT A ROAD CROSSING, 79
 EG0157'FEET EAST OF THE CENTER OF THE CROSSING, 50.7 FEET NORTHEAST OF THE
 EG0157'NORTHEAST RAIL, 36 FEET SOUTH EAST OF A POWER LINE POLE, 8 FEET
 EG0157'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 2 FEET SOUTH OF A
 EG0157'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 3
 EG0157'INCHES.
 EG0157
 EG0157                          STATION RECOVERY (1979)
 EG0157
 EG0157'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0841 ***********************************************************************
 BW0841  DESIGNATION -  G 61
 BW0841  PID         -  BW0841
 BW0841  STATE/COUNTY-  MS/FRANKLIN
 BW0841  USGS QUAD   -  ROXIE (1988)
 BW0841
 BW0841                         *CURRENT SURVEY CONTROL
 BW0841  ___________________________________________________________________
 BW0841* NAD 83(1986)-  31 32 09.     (N)    091 04 08.     (W)     SCALED    
 BW0841* NAVD 88     -        85.70   (+/-2cm)     281.2    (feet)  VERTCON   
 BW0841  ___________________________________________________________________
 BW0841  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0841
 BW0841.The horizontal coordinates were scaled from a topographic map and have
 BW0841.an estimated accuracy of +/- 6 seconds.
 BW0841
 BW0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0841.The vertical order pertains to the NGVD 29 superseded value.
 BW0841
 BW0841.The geoid height was determined by GEOID03.
 BW0841
 BW0841;                    North         East    Units  Estimated Accuracy
 BW0841;SPC MS W     -   225,920.      630,150.      MT  (+/- 180 meters Scaled)
 BW0841
 BW0841                          SUPERSEDED SURVEY CONTROL
 BW0841
 BW0841  NGVD 29 (??/??/92)   85.708  (m)          281.19   (f) ADJ UNCH    2 0
 BW0841
 BW0841.Superseded values are not recommended for survey control.
 BW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0841.See file dsdata.txt to determine how the superseded data were derived.
 BW0841
 BW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ833906(NAD 83)
 BW0841_MARKER: DB = BENCH MARK DISK
 BW0841_SETTING: 0 = UNSPECIFIED SETTING
 BW0841_STAMPING: 281 194 G 61 1935
 BW0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0841
 BW0841  HISTORY     - Date     Condition        Report By
 BW0841  HISTORY     - 1935     MONUMENTED       CGS
 BW0841  HISTORY     - 1968     GOOD             MSHD
 BW0841
 BW0841                          STATION DESCRIPTION
 BW0841
 BW0841'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0841'2.1 MI N FROM ROXIE.
 BW0841'THE MARK IS LOCATED 2.1 MILES NORTH OF ROXIE ALONG THE ILLINOIS
 BW0841'CENTRAL RAILROAD IN THE SOUTHEAST ANGLE OF A ROAD CROSSING AND IS IN
 BW0841'THE SOUTHEAST 1/4 OF SECTION 39, T 7N, R 1E.  IT IS 20.4 FEET EAST OF
 BW0841'THE EAST RAIL, 57 FEET SOUTH OF THE ROAD CROSSING 44 FEET SOUTHWEST OF
 BW0841'A TELEPHONE POLE, 142 FEET NORTHEAST OF MILE POST 284, 1 FOOT SOUTH OF
 BW0841'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 BW0841'PROJECTING 1 INCH.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN ROXIE
 BW0841'GO NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE INTERSECTION OF THIRD
 BW0841'STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD STREET FOR 0.15 MILE
 BW0841'TO THE INTERSECTION OF U.S. HIGHWAY 84.  TURN LEFT (NORTHWEST) AND
 BW0841'CONTINUE ON U.S. HIGHWAY 84 FOR 1.1 MILES TO THE INTERSECTION OF
 BW0841'MISSISSIPPI HIGHWAY 33.  TURN RIGHT (NORTHEAST) AND CONTINUE ON
 BW0841'MISSISSIPPI HIGHWAY 33 FOR 1.4 MILES TO A SIDE ROAD RIGHT. TURN RIGHT
 BW0841'(SOUTHEAST) AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.5 MILE TO A T
 BW0841'INTERSECTION.  TURN LEFT (NORTHEAST) AND CONTINUE ON AN ALL WEATHER
 BW0841'ROAD FOR 0.7 MILE TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 BW0841'TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0186 ***********************************************************************
 DJ0186  DESIGNATION -  G 68
 DJ0186  PID         -  DJ0186
 DJ0186  STATE/COUNTY-  MS/MONROE
 DJ0186  USGS QUAD   -  AMORY (1992)
 DJ0186
 DJ0186                         *CURRENT SURVEY CONTROL
 DJ0186  ___________________________________________________________________
 DJ0186* NAD 83(1986)-  33 53 51.     (N)    088 29 27.     (W)     SCALED    
 DJ0186* NAVD 88     -        68.149  (meters)     223.59   (feet)  ADJUSTED  
 DJ0186  ___________________________________________________________________
 DJ0186  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DJ0186  DYNAMIC HT  -          68.080 (meters)     223.36  (feet)  COMP
 DJ0186  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 DJ0186
 DJ0186  VERT ORDER  -  SECOND    CLASS 0
 DJ0186
 DJ0186.The horizontal coordinates were scaled from a topographic map and have
 DJ0186.an estimated accuracy of +/- 6 seconds.
 DJ0186
 DJ0186.The orthometric height was determined by differential leveling
 DJ0186.and adjusted in June 1991.
 DJ0186
 DJ0186.The geoid height was determined by GEOID03.
 DJ0186
 DJ0186.The dynamic height is computed by dividing the NAVD 88
 DJ0186.geopotential number by the normal gravity value computed on the
 DJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0186.degrees latitude (g = 980.6199 gals.).
 DJ0186
 DJ0186.The modeled gravity was interpolated from observed gravity values.
 DJ0186
 DJ0186;                    North         East    Units  Estimated Accuracy
 DJ0186;SPC MS E     -   487,630.      331,680.      MT  (+/- 180 meters Scaled)
 DJ0186
 DJ0186                          SUPERSEDED SURVEY CONTROL
 DJ0186
 DJ0186  NGVD 29 (??/??/92)   68.097  (m)          223.41   (f) ADJ UNCH    2 0
 DJ0186
 DJ0186.Superseded values are not recommended for survey control.
 DJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0186.See file dsdata.txt to determine how the superseded data were derived.
 DJ0186
 DJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC621517(NAD 83)
 DJ0186_MARKER: DB = BENCH MARK DISK
 DJ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0186_STAMPING: G 68 1934
 DJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0186+STABILITY: SURFACE MOTION
 DJ0186
 DJ0186  HISTORY     - Date     Condition        Report By
 DJ0186  HISTORY     - 1934     MONUMENTED       CGS
 DJ0186  HISTORY     - 1963     GOOD             MSHD
 DJ0186  HISTORY     - 1981     GOOD             LOCSUR
 DJ0186
 DJ0186                          STATION DESCRIPTION
 DJ0186
 DJ0186'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0186'6.2 MI S FROM AMORY.
 DJ0186'THE MARK IS LOCATED 6.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO
 DJ0186'RAILWAY FROM THE CITY PARK AT AMORY, 2 POLES SOUTH OF POLE 617/10, 85
 DJ0186'FEET NORTHEAST OF THE ACKER SIGN.  THE MARK IS A DISK SET IN THE TOP
 DJ0186'OF A CONCRETE POST, 60 FEET NORTHEAST OF A ROAD CROSSING, 32 FEET
 DJ0186'NORTH OF THE CENTER OF A GRAVEL ROAD, 27 FEET EAST OF THE CENTER OF
 DJ0186'RAILROAD TRACK, 18 FEET WEST OF A STOP SIGN POST, 7.0 FEET NORTH OF
 DJ0186'TELEGRAPH POLE NO. 1037, 2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT
 DJ0186'LEVEL WITH THE GRAVEL ROAD AND FLUSH WITH THE GROUND.  A METAL WITNESS
 DJ0186'POST WAS SET 1.0 FOOT WEST OF THE MARK.
 DJ0186
 DJ0186                          STATION RECOVERY (1981)
 DJ0186
 DJ0186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0316 ***********************************************************************
 DJ0316  DESIGNATION -  G 69
 DJ0316  PID         -  DJ0316
 DJ0316  STATE/COUNTY-  MS/LOWNDES
 DJ0316  USGS QUAD   -  COLUMBUS SOUTH (1987)
 DJ0316
 DJ0316                         *CURRENT SURVEY CONTROL
 DJ0316  ___________________________________________________________________
 DJ0316* NAD 83(1986)-  33 29 59.     (N)    088 24 42.     (W)     SCALED    
 DJ0316* NAVD 88     -        57.652  (meters)     189.15   (feet)  ADJUSTED  
 DJ0316  ___________________________________________________________________
 DJ0316  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0316  DYNAMIC HT  -          57.590 (meters)     188.94  (feet)  COMP
 DJ0316  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DJ0316
 DJ0316  VERT ORDER  -  SECOND    CLASS 0
 DJ0316
 DJ0316.The horizontal coordinates were scaled from a topographic map and have
 DJ0316.an estimated accuracy of +/- 6 seconds.
 DJ0316
 DJ0316.The orthometric height was determined by differential leveling
 DJ0316.and adjusted in June 1991.
 DJ0316
 DJ0316.The geoid height was determined by GEOID03.
 DJ0316
 DJ0316.The dynamic height is computed by dividing the NAVD 88
 DJ0316.geopotential number by the normal gravity value computed on the
 DJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0316.degrees latitude (g = 980.6199 gals.).
 DJ0316
 DJ0316.The modeled gravity was interpolated from observed gravity values.
 DJ0316
 DJ0316;                    North         East    Units  Estimated Accuracy
 DJ0316;SPC MS E     -   443,540.      339,180.      MT  (+/- 180 meters Scaled)
 DJ0316
 DJ0316                          SUPERSEDED SURVEY CONTROL
 DJ0316
 DJ0316  NGVD 29 (??/??/92)   57.631  (m)          189.08   (f) ADJ UNCH    2 0
 DJ0316
 DJ0316.Superseded values are not recommended for survey control.
 DJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0316.See file dsdata.txt to determine how the superseded data were derived.
 DJ0316
 DJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC688075(NAD 83)
 DJ0316_MARKER: DB = BENCH MARK DISK
 DJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0316_STAMPING: G 69 1935
 DJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0316+STABILITY: SURFACE MOTION
 DJ0316
 DJ0316  HISTORY     - Date     Condition        Report By
 DJ0316  HISTORY     - 1935     MONUMENTED       CGS
 DJ0316  HISTORY     - 1963     GOOD             MSHD
 DJ0316  HISTORY     - 1974     GOOD             NGS
 DJ0316
 DJ0316                          STATION DESCRIPTION
 DJ0316
 DJ0316'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0316'IN COLUMBUS.
 DJ0316'THE MARK IS LOCATED AT COLUMBUS, 0.4 MILE NORTHEAST OF THE SOUTHERN
 DJ0316'RAILWAY STATION, 73 YARDS NORTHEAST OF A WATER TOWER, 175 FEET SOUTH
 DJ0316'OF THE COLUMBUS AND GREENVILLE RAILWAY COMPANY SHOPS, AT A ROAD
 DJ0316'CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 24 FEET
 DJ0316'NORTH OF THE CENTER OF THE ROAD AND 15 FEET SOUTH OF THE SOUTHWEST
 DJ0316'CORNER OF A FLOWER GARDEN.  THE MARK IS A DISK SET IN THE TOP OF A
 DJ0316'12-INCH ROUND CONCRETE POST, ABOUT LEVEL WITH THE STREET AND IS FLUSH
 DJ0316'WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE
 DJ0316'MARK.
 DJ0316
 DJ0316                          STATION RECOVERY (1974)
 DJ0316
 DJ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DJ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0216 ***********************************************************************
 BW0216  DESIGNATION -  G 7
 BW0216  PID         -  BW0216
 BW0216  STATE/COUNTY-  MS/PIKE
 BW0216  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0216
 BW0216                         *CURRENT SURVEY CONTROL
 BW0216  ___________________________________________________________________
 BW0216* NAD 83(1993)-  31 08 36.13527(N)    090 27 36.26029(W)     ADJUSTED  
 BW0216* NAVD 88     -        98.44   (+/-2cm)     323.0    (feet)  VERTCON   
 BW0216  ___________________________________________________________________
 BW0216  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BW0216  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW0216  HORZ ORDER  -  SECOND
 BW0216  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0216
 BW0216.The horizontal coordinates were established by classical geodetic methods
 BW0216.and adjusted by the National Geodetic Survey in May 1994.
 BW0216
 BW0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0216.The vertical order pertains to the NGVD 29 superseded value.
 BW0216
 BW0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0216
 BW0216.The geoid height was determined by GEOID03.
 BW0216
 BW0216;                    North         East     Units Scale Factor Converg.
 BW0216;SPC MS W     -   182,178.484   687,914.635   MT  0.99995180   -0 03 56.0
 BW0216;SPC MS W     -   597,697.24  2,256,933.26   sFT  0.99995180   -0 03 56.0
 BW0216;UTM  15      - 3,448,268.197   742,150.516   MT  1.00032333   +1 18 51.3
 BW0216
 BW0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0216!SPC MS W     -   0.99998874  x   0.99995180  =   0.99994054
 BW0216!UTM  15      -   0.99998874  x   1.00032333  =   1.00031207
 BW0216
 BW0216                          SUPERSEDED SURVEY CONTROL
 BW0216
 BW0216  NAD 83(1986)-  31 08 36.15080(N)    090 27 36.25669(W) AD(       ) 2
 BW0216  NAD 27      -  31 08 35.51700(N)    090 27 35.89800(W) AD(       ) 2
 BW0216  NGVD 29 (??/??/??)   98.449  (m)          322.99   (f) ADJUSTED    1 2
 BW0216
 BW0216.Superseded values are not recommended for survey control.
 BW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0216.See file dsdata.txt to determine how the superseded data were derived.
 BW0216
 BW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4215148268(NAD 83)
 BW0216_MARKER: DB = BENCH MARK DISK
 BW0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0216_SP_SET: BUILDING
 BW0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0216
 BW0216  HISTORY     - Date     Condition        Report By
 BW0216  HISTORY     - 1949     MONUMENTED       CGS
 BW0216  HISTORY     - 1969     GOOD             NGS
 BW0216  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0216
 BW0216                          STATION DESCRIPTION
 BW0216
 BW0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BW0216'SEE STATION MAGNOLIA
 BW0216
 BW0216                          STATION RECOVERY (1969)
 BW0216
 BW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0216'IN MAGNOLIA.
 BW0216'0.05 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 BW0216'AT MAGNOLIA, THENCE ABOUT 0.1 MILE WEST ALONG EAST BAY STREET, AT THE
 BW0216'COURTHOUSE, SET VERTICALLY IN THE NORTH BRICK FACE OF THE BUILDING, 21
 BW0216'1/2 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE, 1 FOOT ABOVE THE
 BW0216'WEST BANISTER, 126 FEET SOUTH OF TRIANGULATION STATION MAGNOLIA 1949,
 BW0216'AND ABOUT 4 FEET ABOVE THE GROUND. NOTE-- THE MARK IS STILL INTACT BUT
 BW0216'HAS BEEN COVERED WITH A LAYER OF PLASTER.
 BW0216
 BW0216                          STATION RECOVERY (1992)
 BW0216
 BW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0216'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0675 ***********************************************************************
 DJ0675  DESIGNATION -  G 70
 DJ0675  PID         -  DJ0675
 DJ0675  STATE/COUNTY-  MS/LOWNDES
 DJ0675  USGS QUAD   -  ARTESIA (1987)
 DJ0675
 DJ0675                         *CURRENT SURVEY CONTROL
 DJ0675  ___________________________________________________________________
 DJ0675* NAD 83(1986)-  33 23 28.     (N)    088 38 26.     (W)     SCALED    
 DJ0675* NAVD 88     -        79.159  (meters)     259.71   (feet)  ADJUSTED  
 DJ0675  ___________________________________________________________________
 DJ0675  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DJ0675  DYNAMIC HT  -          79.074 (meters)     259.43  (feet)  COMP
 DJ0675  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DJ0675
 DJ0675  VERT ORDER  -  FIRST     CLASS II
 DJ0675
 DJ0675.The horizontal coordinates were scaled from a topographic map and have
 DJ0675.an estimated accuracy of +/- 6 seconds.
 DJ0675
 DJ0675.The orthometric height was determined by differential leveling
 DJ0675.and adjusted in June 1991.
 DJ0675
 DJ0675.The geoid height was determined by GEOID03.
 DJ0675
 DJ0675.The dynamic height is computed by dividing the NAVD 88
 DJ0675.geopotential number by the normal gravity value computed on the
 DJ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0675.degrees latitude (g = 980.6199 gals.).
 DJ0675
 DJ0675.The modeled gravity was interpolated from observed gravity values.
 DJ0675
 DJ0675;                    North         East    Units  Estimated Accuracy
 DJ0675;SPC MS E     -   431,430.      317,940.      MT  (+/- 180 meters Scaled)
 DJ0675
 DJ0675                          SUPERSEDED SURVEY CONTROL
 DJ0675
 DJ0675  NGVD 29 (??/??/92)   79.112  (m)          259.55   (f) ADJ UNCH    1 2
 DJ0675
 DJ0675.Superseded values are not recommended for survey control.
 DJ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0675.See file dsdata.txt to determine how the superseded data were derived.
 DJ0675
 DJ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB474958(NAD 83)
 DJ0675_MARKER: DB = BENCH MARK DISK
 DJ0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0675_SP_SET: CULVERT
 DJ0675_STAMPING: G 70 1935
 DJ0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0675
 DJ0675  HISTORY     - Date     Condition        Report By
 DJ0675  HISTORY     - 1935     MONUMENTED       CGS
 DJ0675  HISTORY     - 1966     GOOD             MSHD
 DJ0675  HISTORY     - 1977     GOOD             LOCSUR
 DJ0675  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0675
 DJ0675                          STATION DESCRIPTION
 DJ0675
 DJ0675'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0675'1.8 MI S FROM ARTESIA.
 DJ0675'THE MARK IS LOCATED 1.8 MILES SOUTH OF THE GULF, MOBILE AND OHIO
 DJ0675'RAILROAD STATION IN ARTESIA, 0.5 MILE SOUTH OF THE YARD LIMIT SIGN AND
 DJ0675'AT A CONCRETE CULVERT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DJ0675'HOLE IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, 10 FEET WEST OF
 DJ0675'THE CENTER OF THE TRACK, 4 FEET WEST OF THE NORTHWEST CORNER OF A
 DJ0675'HANDCAR PLATFORM, AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 DJ0675
 DJ0675                          STATION RECOVERY (1977)
 DJ0675
 DJ0675'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0675'RECOVERED IN GOOD CONDITION.
 DJ0675
 DJ0675                          STATION RECOVERY (1983)
 DJ0675
 DJ0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0675'NOT RECOVERED, PRIVATE PROPERTY GATES LOCKED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1473 ***********************************************************************
 DJ1473  DESIGNATION -  G 71 RESET
 DJ1473  PID         -  DJ1473
 DJ1473  STATE/COUNTY-  MS/NOXUBEE
 DJ1473  USGS QUAD   -  MC LEOD (1973)
 DJ1473
 DJ1473                         *CURRENT SURVEY CONTROL
 DJ1473  ___________________________________________________________________
 DJ1473* NAD 83(1986)-  33 05 24.     (N)    088 23 26.     (W)     SCALED    
 DJ1473* NAVD 88     -        62.89   (meters)     206.3    (feet)  RESET     
 DJ1473  ___________________________________________________________________
 DJ1473  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DJ1473  VERT ORDER  -  THIRD
 DJ1473
 DJ1473.The horizontal coordinates were scaled from a topographic map and have
 DJ1473.an estimated accuracy of +/- 6 seconds.
 DJ1473
 DJ1473.The orthometric height was computed from unverified reset data.
 DJ1473.No vertical observational check was made to the station.
 DJ1473
 DJ1473.The geoid height was determined by GEOID03.
 DJ1473
 DJ1473;                    North         East    Units  Estimated Accuracy
 DJ1473;SPC MS E     -   398,110.      341,340.      MT  (+/- 180 meters Scaled)
 DJ1473
 DJ1473                          SUPERSEDED SURVEY CONTROL
 DJ1473
 DJ1473  NGVD 29 (08/12/04)   62.86   (m)          206.2    (f) RESET       3  
 DJ1473
 DJ1473.Superseded values are not recommended for survey control.
 DJ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1473.See file dsdata.txt to determine how the superseded data were derived.
 DJ1473
 DJ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB702621(NAD 83)
 DJ1473_MARKER: DB = BENCH MARK DISK
 DJ1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1473_STAMPING: G 71 RESET 1979
 DJ1473_MARK LOGO: NGS   
 DJ1473_PROJECTION: FLUSH
 DJ1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1473+STABILITY: SURFACE MOTION
 DJ1473
 DJ1473  HISTORY     - Date     Condition        Report By
 DJ1473  HISTORY     - 1979     MONUMENTED       NGS
 DJ1473
 DJ1473                          STATION DESCRIPTION
 DJ1473
 DJ1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DJ1473'10.4 MI EAST FROM MACON.
 DJ1473'9.15 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF U.S.
 DJ1473'HIGHWAY 45, 1 MILE EAST OF MACON, TO A SIDE ROAD ON THE LEFT, TURN
 DJ1473'LEFT THEN RIGHT AND FOLLOW ROAD EAST FOR 0.3 MILE TO MARK ON RIGHT, 75
 DJ1473'FT. SOUTH OF CENTER OF ROAD, 32 FT. SOUTHEAST OF NORTHEAST CORNER
 DJ1473'OF BUILDING, 27.5 FT. EAST NORTHEAST OF SOUTHEAST CORNER OF BUILDING,
 DJ1473'1.5 FT. NORTH OF POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0261 ***********************************************************************
 CO0261  DESIGNATION -  G 72 RESET 1946
 CO0261  PID         -  CO0261
 CO0261  STATE/COUNTY-  MS/KEMPER
 CO0261  USGS QUAD   -  SCOOBA (1973)
 CO0261
 CO0261                         *CURRENT SURVEY CONTROL
 CO0261  ___________________________________________________________________
 CO0261* NAD 83(1986)-  32 46 21.     (N)    088 27 47.     (W)     SCALED    
 CO0261* NAVD 88     -        58.177  (meters)     190.87   (feet)  ADJUSTED  
 CO0261  ___________________________________________________________________
 CO0261  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CO0261  DYNAMIC HT  -          58.111 (meters)     190.65  (feet)  COMP
 CO0261  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 CO0261
 CO0261  VERT ORDER  -  FIRST     CLASS II
 CO0261
 CO0261.The horizontal coordinates were scaled from a topographic map and have
 CO0261.an estimated accuracy of +/- 6 seconds.
 CO0261
 CO0261.The orthometric height was determined by differential leveling
 CO0261.and adjusted in June 1991.
 CO0261.WARNING-Repeat measurements at this control monument indicate possible
 CO0261.vertical movement.
 CO0261
 CO0261.The geoid height was determined by GEOID03.
 CO0261
 CO0261.The dynamic height is computed by dividing the NAVD 88
 CO0261.geopotential number by the normal gravity value computed on the
 CO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0261.degrees latitude (g = 980.6199 gals.).
 CO0261
 CO0261.The modeled gravity was interpolated from observed gravity values.
 CO0261
 CO0261;                    North         East    Units  Estimated Accuracy
 CO0261;SPC MS E     -   362,870.      334,690.      MT  (+/- 180 meters Scaled)
 CO0261
 CO0261                          SUPERSEDED SURVEY CONTROL
 CO0261
 CO0261  NGVD 29 (??/??/92)   58.250  (m)          191.11   (f) ADJ UNCH    1 2
 CO0261
 CO0261.Superseded values are not recommended for survey control.
 CO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0261.See file dsdata.txt to determine how the superseded data were derived.
 CO0261
 CO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB629270(NAD 83)
 CO0261_MARKER: DB = BENCH MARK DISK
 CO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0261_STAMPING: G 72 1935 RESET 1946
 CO0261_MARK LOGO: CGS   
 CO0261_PROJECTION: RECESSED 4 CENTIMETERS
 CO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0261+STABILITY: SURFACE MOTION
 CO0261
 CO0261  HISTORY     - Date     Condition        Report By
 CO0261  HISTORY     - 1946     MONUMENTED       CGS
 CO0261  HISTORY     - 1963     GOOD             MSHD
 CO0261  HISTORY     - 1983     GOOD             NGS
 CO0261
 CO0261                          STATION DESCRIPTION
 CO0261
 CO0261'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CO0261'IN ELECTRIC MILLS.
 CO0261'THE MARK IS LOCATED AT ELECTRIC MILLS (4.0 MILES SOUTH OF SCOOBA). THE
 CO0261'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 CO0261'47 FEET SOUTHWEST OF MILEPOST 172, 32 FEET WEST OF THE CENTER OF THE
 CO0261'TRACK, 7 FEET NORTH OF A TELEGRAPH POLE, ABOUT LEVEL WITH THE TRACK
 CO0261'AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.0 FOOT
 CO0261'NORTH OF THE MARK.
 CO0261
 CO0261                          STATION RECOVERY (1983)
 CO0261
 CO0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0261'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.7 KM
 CO0261'(4.15 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0261'HIGHWAY 16 AT THE EAST EDGE OF SCOOBA, AT A TRACK ROAD LEADING WEST
 CO0261'AND CROSSING THE ILLINOIS CENTRAL AND GULF RAILROAD TRACKS,
 CO0261'14.32 METERS (47.0 FT) SOUTHWEST OF MILEPOST 172, 8.99 METERS
 CO0261'(29.5 FT) WEST OF THE WEST RAIL OF TRACKS, AND 6.40 METERS (21.0 FT)
 CO0261'SOUTH OF THE CENTER OF A TRACK ROAD.
 CO0261'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CO0261'THE MARK IS 0.3 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0475 ***********************************************************************
 CO0475  DESIGNATION -  G 73
 CO0475  PID         -  CO0475
 CO0475  STATE/COUNTY-  MS/LAUDERDALE
 CO0475  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO0475
 CO0475                         *CURRENT SURVEY CONTROL
 CO0475  ___________________________________________________________________
 CO0475* NAD 83(1986)-  32 23 40.     (N)    088 38 15.     (W)     SCALED    
 CO0475* NAVD 88     -       109.294  (meters)     358.58   (feet)  ADJUSTED  
 CO0475  ___________________________________________________________________
 CO0475  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CO0475  DYNAMIC HT  -         109.165 (meters)     358.15  (feet)  COMP
 CO0475  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 CO0475
 CO0475  VERT ORDER  -  FIRST     CLASS I
 CO0475
 CO0475.The horizontal coordinates were scaled from a topographic map and have
 CO0475.an estimated accuracy of +/- 6 seconds.
 CO0475
 CO0475.The orthometric height was determined by differential leveling
 CO0475.and adjusted in June 1991.
 CO0475
 CO0475.The geoid height was determined by GEOID03.
 CO0475
 CO0475.The dynamic height is computed by dividing the NAVD 88
 CO0475.geopotential number by the normal gravity value computed on the
 CO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0475.degrees latitude (g = 980.6199 gals.).
 CO0475
 CO0475.The modeled gravity was interpolated from observed gravity values.
 CO0475
 CO0475;                    North         East    Units  Estimated Accuracy
 CO0475;SPC MS E     -   320,900.      318,420.      MT  (+/- 180 meters Scaled)
 CO0475
 CO0475                          SUPERSEDED SURVEY CONTROL
 CO0475
 CO0475  NGVD 29 (??/??/??)  109.278  (m)          358.52   (f) ADJUSTED    1 1
 CO0475
 CO0475.Superseded values are not recommended for survey control.
 CO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0475.See file dsdata.txt to determine how the superseded data were derived.
 CO0475
 CO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA459853(NAD 83)
 CO0475_MARKER: DB = BENCH MARK DISK
 CO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0475_SP_SET: CONCRETE POST
 CO0475_STAMPING: G 73 1935
 CO0475_MARK LOGO: CGS   
 CO0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0475+STABILITY: SURFACE MOTION
 CO0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0475+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 CO0475
 CO0475  HISTORY     - Date     Condition        Report By
 CO0475  HISTORY     - 1935     MONUMENTED       CGS
 CO0475  HISTORY     - 1968     GOOD             NGS
 CO0475  HISTORY     - 19900221 SEE DESCRIPTION  MSHD
 CO0475
 CO0475                          STATION DESCRIPTION
 CO0475
 CO0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0475'2.6 MI W FROM RUSSELL.
 CO0475'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE BAPTIST
 CO0475'CHURCH AT RUSSELL, OR ABOUT 0.5 MILE SOUTHEAST ALONG 22ND AVENUE WHICH
 CO0475'IS U.S. HIGHWAY 45 BUSINESS ROUTE FROM THE MAIN POST OFFICE AT
 CO0475'MERIDIAN, THENCE 0.95 MILE NORTHEAST ALONG B STREET WHICH IS THE
 CO0475'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19,
 CO0475'THENCE 0.3 MILE NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0475'11 AND 80 AND STATE HIGHWAY 19, THENCE 0.95 MILE NORTHEAST ALONG THE
 CO0475'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80, THENCE 2.35 MILES EAST
 CO0475'ALONG U.S. HIGHWAYS 11 AND 80, IN SECTION 2, T 6 N, R 16 E, 29 FEET
 CO0475'NORTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTH OF THE SOUTH
 CO0475'RAIL OF THE SOUTHERN RAILWAY TRACK, 69 1/2 FEET SOUTH AND ACROSS THE
 CO0475'TRACK FROM SOUTHERN RAILWAY MILEPOST 291, NORTH AND ACROSS THE HIGHWAY
 CO0475'FROM AN ABANDONED SERVICE STATION, 13 FEET WEST OF THE CENTERLINE OF A
 CO0475'TRAIL ROAD, 39 FEET EAST OF A TELEPHONE POLE, 37 FEET WEST OF A
 CO0475'TELEPHONE POLE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CO0475'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CO0475'WHICH PROJECTS 4 INCHES.
 CO0475
 CO0475                          STATION RECOVERY (1990)
 CO0475
 CO0475'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0475'MARK WAS FOUND TO BE LEANING SLIGHTLY AND SHOULD BE USED WITH CAUTION.
 CO0475'MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) EAST NORTHEAST OF MERIDIAN IN
 CO0475'THE SOUTHWEST ANGLE OF THE CROSSING OF A PRIVATE ROAD LEADING TO A
 CO0475'LAKE AND THE SOUTHERN RAILROAD TRACK, 2.7 MI (4.3 KM) WEST OF
 CO0475'RUSSELL, ABOUT 100 YDS EAST OF THE U.S. HIGHWAY 45 BYPASS BRIDGE OVER
 CO0475'U.S. HIGHWAY 11 AND 80, IN THE NORTHWEST ANGLE OF THE JUNCTION OF THE
 CO0475'PRIVATE ROAD AND U.S. HIGHWAYS 11 AND 80 AND IS IN SECTION 2, T 6N, R
 CO0475'16E.
 CO0475'TO REACH FROM THE BAPTIST CHURCH IN RUSSELL, GO WEST ON U.S. HIGHWAY
 CO0475'11 AND 80 FOR 2.7 MI (4.3 KM) TO A PRIVATE ROAD AND THE MARK ON THE
 CO0475'RIGHT.
 CO0475'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0475'ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE TRACK, 6 INCHES BELOW THE
 CO0475'GROUND, 69.5 FT (21.2 M) SOUTH SOUTHEAST OF MILEPOST 29, 49 FT
 CO0475'(14.9 M) SOUTH OF THE SOUTH RAIL, 37 FT (11.3 M) WEST NORTHWEST OF
 CO0475'TELEPHONE CABLE POLE NO 31, 28.5 FT (8.7 M) NORTH OF THE CENTER OF
 CO0475'THE HIGHWAY AND 19.5 FT (5.9 M) WEST OF THE CENTER OF A PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0094 ***********************************************************************
 BW0094  DESIGNATION -  G 8
 BW0094  PID         -  BW0094
 BW0094  STATE/COUNTY-  MS/LINCOLN
 BW0094  USGS QUAD   -  BROOKHAVEN (1972)
 BW0094
 BW0094                         *CURRENT SURVEY CONTROL
 BW0094  ___________________________________________________________________
 BW0094* NAD 83(1986)-  31 34 57.     (N)    090 26 29.     (W)     SCALED    
 BW0094* NAVD 88     -       147.240  (meters)     483.07   (feet)  ADJUSTED  
 BW0094  ___________________________________________________________________
 BW0094  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW0094  DYNAMIC HT  -         147.061 (meters)     482.48  (feet)  COMP
 BW0094  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 BW0094
 BW0094  VERT ORDER  -  FIRST     CLASS I
 BW0094
 BW0094.The horizontal coordinates were scaled from a topographic map and have
 BW0094.an estimated accuracy of +/- 6 seconds.
 BW0094
 BW0094.The orthometric height was determined by differential leveling
 BW0094.and adjusted in June 1991.
 BW0094
 BW0094.The geoid height was determined by GEOID03.
 BW0094
 BW0094.The dynamic height is computed by dividing the NAVD 88
 BW0094.geopotential number by the normal gravity value computed on the
 BW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0094.degrees latitude (g = 980.6199 gals.).
 BW0094
 BW0094.The modeled gravity was interpolated from observed gravity values.
 BW0094
 BW0094;                    North         East    Units  Estimated Accuracy
 BW0094;SPC MS W     -   230,860.      689,740.      MT  (+/- 180 meters Scaled)
 BW0094
 BW0094                          SUPERSEDED SURVEY CONTROL
 BW0094
 BW0094  NGVD 29 (??/??/??)  147.236  (m)          483.06   (f) ADJUSTED    1 1
 BW0094
 BW0094.Superseded values are not recommended for survey control.
 BW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0094.See file dsdata.txt to determine how the superseded data were derived.
 BW0094
 BW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ428970(NAD 83)
 BW0094_MARKER: DB = BENCH MARK DISK
 BW0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0094_SP_SET: CULVERT
 BW0094_STAMPING: G 8 1934 483.142
 BW0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0094
 BW0094  HISTORY     - Date     Condition        Report By
 BW0094  HISTORY     - 1934     MONUMENTED       CGS
 BW0094  HISTORY     - 1969     GOOD             NGS
 BW0094  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0094
 BW0094                          STATION DESCRIPTION
 BW0094
 BW0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0094'0.25 MI NE FROM BROOKHAVEN.
 BW0094'ABOUT 0.25 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0094'STATION AT BROOKHAVEN, ABOUT 100 FEET NORTHWEST OF AND A CROSS 3 SPUR
 BW0094'TRACKS FROM THE ABANDONED FREIGHT STATION, 321 FEET EAST OF AND ACROSS
 BW0094'ONE SIDE TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 111.5 FEET
 BW0094'SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL FENCE AROUND A POWER
 BW0094'TRANSFORMER, 45 FEET EAST OF AN ELECTRIC PUMP OVER A WELL, 53 FEET
 BW0094'NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK, 9 FEET WEST OF THE
 BW0094'CENTER LINE OF A NARROW ROAD, SET ON THE TOP OF THE NORTH END OF THE
 BW0094'WEST CONCRETE HEAD WALL FOR A 4-FOOT BOX CULVERT UNDER A NARROW ROAD
 BW0094'AND 1 FOOT BELOW THE LEVEL OF THE SPUR TRACK.
 BW0094
 BW0094                          STATION RECOVERY (1992)
 BW0094
 BW0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0094'THE CULVERT AND HEADWALL HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0375 ***********************************************************************
 CO0375  DESIGNATION -  G 80
 CO0375  PID         -  CO0375
 CO0375  STATE/COUNTY-  MS/CLARKE
 CO0375  USGS QUAD   -  SYKES (1983)
 CO0375
 CO0375                         *CURRENT SURVEY CONTROL
 CO0375  ___________________________________________________________________
 CO0375* NAD 83(1986)-  32 05 20.     (N)    088 30 41.     (W)     SCALED    
 CO0375* NAVD 88     -       124.968  (meters)     410.00   (feet)  ADJUSTED  
 CO0375  ___________________________________________________________________
 CO0375  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CO0375  DYNAMIC HT  -         124.820 (meters)     409.51  (feet)  COMP
 CO0375  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 CO0375
 CO0375  VERT ORDER  -  SECOND    CLASS 0
 CO0375
 CO0375.The horizontal coordinates were scaled from a topographic map and have
 CO0375.an estimated accuracy of +/- 6 seconds.
 CO0375
 CO0375.The orthometric height was determined by differential leveling
 CO0375.and adjusted in June 1991.
 CO0375
 CO0375.The geoid height was determined by GEOID03.
 CO0375
 CO0375.The dynamic height is computed by dividing the NAVD 88
 CO0375.geopotential number by the normal gravity value computed on the
 CO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0375.degrees latitude (g = 980.6199 gals.).
 CO0375
 CO0375.The modeled gravity was interpolated from observed gravity values.
 CO0375
 CO0375;                    North         East    Units  Estimated Accuracy
 CO0375;SPC MS E     -   287,050.      330,390.      MT  (+/- 180 meters Scaled)
 CO0375
 CO0375                          SUPERSEDED SURVEY CONTROL
 CO0375
 CO0375  NGVD 29 (??/??/92)  124.961  (m)          409.98   (f) ADJ UNCH    2 0
 CO0375
 CO0375.Superseded values are not recommended for survey control.
 CO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0375.See file dsdata.txt to determine how the superseded data were derived.
 CO0375
 CO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA573512(NAD 83)
 CO0375_MARKER: DB = BENCH MARK DISK
 CO0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0375_SP_SET: CONCRETE POST
 CO0375_STAMPING: G 80 1935
 CO0375_MARK LOGO: CGS   
 CO0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0375+STABILITY: SURFACE MOTION
 CO0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0375+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 CO0375
 CO0375  HISTORY     - Date     Condition        Report By
 CO0375  HISTORY     - 1935     MONUMENTED       CGS
 CO0375  HISTORY     - 1964     GOOD             MSHD
 CO0375  HISTORY     - 19900616 GOOD             MSHD
 CO0375
 CO0375                          STATION DESCRIPTION
 CO0375
 CO0375'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0375'14.8 MI E FROM QUITMAN.
 CO0375'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND STATE
 CO0375'HIGHWAY 18 IN QUITMAN GO EAST ON HIGHWAY 18 FOR 6.0 MILES TO A
 CO0375'CROSSROAD, CONTINUE EAST FOR 8.8 MILES TO THE MARK ON THE RIGHT AS
 CO0375'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 CO0375'CONCRETE POST, IT IS 200 FEET NORTHWEST OF A SAWDUST PILE, 150 FEET
 CO0375'EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 79 FEET SOUTH OF THE
 CO0375'CENTERLINE OF STATE HIGHWAY 18, 61 FEET EAST OF A FENCE CORNER, 58
 CO0375'FEET NORTHEAST OF AN 8-INCH PINE, 21 FEET SOUTH OF A WIRE FENCE, 2
 CO0375'FEET BELOW THE LEVEL OF STATE HIGHWAY 18 AND PROJECTS 5 INCHES.  A
 CO0375'METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 CO0375
 CO0375                          STATION RECOVERY (1990)
 CO0375
 CO0375'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0375'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF QUITMAN, ON THE
 CO0375'SOUTH SIDE OF STATE HIGHWAY 18, 4.15 MI (6.68 KM) WEST OF THE
 CO0375'ALABAMA-MISSISSIPPI STATE LINE AND IS NEAR THE CENTER OF SECTION 24,
 CO0375'T 3N, R 17E.
 CO0375'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO0375'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 18, TURN LEFT
 CO0375'AND GO EAST ON STATE HIGHWAY 18 FOR 12.0 MI (19.3 KM) TO A CROSSROAD,
 CO0375'CONTINUE EAST ON STATE HIGHWAY 18 FOR 2.9 MI (4.7 KM) TO THE MARK ON
 CO0375'THE RIGHT.
 CO0375'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0375'4.0 FT (1.2 M) BELOW THE LEVEL OF THE HIGHWAY, PROJECTING 4 INCHES,
 CO0375'217.0 FT (66.1 M) SOUTHWEST OF A POWER POLE WITH GUY WIRES, 80.9 FT
 CO0375'(24.7 M) SOUTH OF THE CENTER OF HIGHWAY 18, 51.7 FT (15.8 M)
 CO0375'NORTHEAST OF A 20 INCH PINE, 22.0 FT (6.7 M) SOUTH OF A FENCE AND 1.0
 CO0375'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0560 ***********************************************************************
 BH0560  DESIGNATION -  G 81 RESET
 BH0560  PID         -  BH0560
 BH0560  STATE/COUNTY-  MS/HARRISON
 BH0560  USGS QUAD   -  WHITE PLAINS (1982)
 BH0560
 BH0560                         *CURRENT SURVEY CONTROL
 BH0560  ___________________________________________________________________
 BH0560* NAD 83(1986)-  30 34 32.     (N)    088 55 55.     (W)     SCALED    
 BH0560* NAVD 88     -        26.746  (meters)      87.75   (feet)  ADJUSTED  
 BH0560  ___________________________________________________________________
 BH0560  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BH0560  DYNAMIC HT  -          26.710 (meters)      87.63  (feet)  COMP
 BH0560  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BH0560
 BH0560  VERT ORDER  -  SECOND    CLASS II
 BH0560
 BH0560.The horizontal coordinates were scaled from a topographic map and have
 BH0560.an estimated accuracy of +/- 6 seconds.
 BH0560
 BH0560.The orthometric height was determined by differential leveling
 BH0560.and adjusted in May 1996.
 BH0560
 BH0560.The geoid height was determined by GEOID03.
 BH0560
 BH0560.The dynamic height is computed by dividing the NAVD 88
 BH0560.geopotential number by the normal gravity value computed on the
 BH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0560.degrees latitude (g = 980.6199 gals.).
 BH0560
 BH0560.The modeled gravity was interpolated from observed gravity values.
 BH0560
 BH0560;                    North         East    Units  Estimated Accuracy
 BH0560;SPC MS E     -   119,230.      290,540.      MT  (+/- 180 meters Scaled)
 BH0560
 BH0560                          SUPERSEDED SURVEY CONTROL
 BH0560
 BH0560  NGVD 29 (??/??/??)   26.79   (m)           87.9    (f) RESET       3  
 BH0560
 BH0560.Superseded values are not recommended for survey control.
 BH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0560.See file dsdata.txt to determine how the superseded data were derived.
 BH0560
 BH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU147841(NAD 83)
 BH0560_MARKER: DB = BENCH MARK DISK
 BH0560_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BH0560+WITH SETTING: INTO GROUND
 BH0560_SP_SET: METAL ROD WITH BASE PLATE
 BH0560_STAMPING: G 81 RESET 1976
 BH0560_MARK LOGO: NGS   
 BH0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0560+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1986
 BH0560
 BH0560  HISTORY     - Date     Condition        Report By
 BH0560  HISTORY     - 1976     MONUMENTED       NGS
 BH0560  HISTORY     - 19860313 GOOD             MSHD
 BH0560
 BH0560                          STATION DESCRIPTION
 BH0560
 BH0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BH0560'13 MI N FROM BILOXI.
 BH0560'1.5 MILES NORTH ALONG STATE HIGHWAYS 15 AND 67 FROM THE BRIDGE OVER
 BH0560'INTERSTATE HIGHWAY 10 TO THE JUNCTION OF STATE HIGHWAY 15, THENCE
 BH0560'NORTH ALONG STATE HIGHWAY 15 FOR 8.2 MILES TO MARK ON RIGHT, 131 FEET
 BH0560'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 15, 3.5 FEET SOUTH-SOUTHWEST
 BH0560'OF A 10-INCH PINE TREE AND 1 FOOT NORTH-NORTHEAST OF A METAL WITNESS
 BH0560'POST AND SIGN.  A STANDARD NGS DISK CRIMPED TO A 4 FOOT COPPER COATED
 BH0560'ROD WITH BASEPLATE AND COLLAR, PROJECTING 1 INCH.  SECTION 30, T 5 S.,
 BH0560'R 9 W.
 BH0560
 BH0560                          STATION RECOVERY (1986)
 BH0560
 BH0560'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH0560'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BH0560'MARK IS LOCATED 20.12 KM (12.50 MI) NORTH NORTHWEST OF BILOXI IN
 BH0560'SECTION 30, T5S, R9W.  TO REACH FROM THE I-10 AND I-110 INTERCHANGE
 BH0560'BRIDGE IN DIBERVILLE, GO NORTHWEST ON STATE HIGHWAYS 15 AND 67 FOR
 BH0560'2.41 KM (1.50 MI) TO THE JUNCTION OF STATE HIGHWAY 15 FOR 10.94 KM
 BH0560'(6.80 MI) TO A SIDE ROAD LEFT, CONTINUE NORTH ON HIGHWAY 15 FOR 2.01
 BH0560'KM (1.25 MI) TO A RAMP AND THE MARK ON THE RIGHT.  MARK IS A STANDARD
 BH0560'NGS DISK CRIMPED TO A 4 FOOT COPPER COATED STEEL ROD WITH A BASEPLATE
 BH0560'AND COLLAR PROJECTING 0.03 M (0.1 FT) .  IT IS 42.37 M (139.0 FT) EAST
 BH0560'OF THE CENTER OF HIGHWAY 15, 17.98 M (59.0 FT) SOUTH SOUTHWEST OF THE
 BH0560'CENTER OF A TRACK ROAD, 16.76 M (55.0 FT) EAST SOUTHEAST OF A FENCE
 BH0560'1.07 M (3.5 FT) SOUTH SOUTHWEST OF A 10 INCH PINE AND 0.3 M (1.0 FT)
 BH0560'NORTH NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0446 ***********************************************************************
 BH0446  DESIGNATION -  G 82
 BH0446  PID         -  BH0446
 BH0446  STATE/COUNTY-  MS/GEORGE
 BH0446  USGS QUAD   -  BASIN (1982)
 BH0446
 BH0446                         *CURRENT SURVEY CONTROL
 BH0446  ___________________________________________________________________
 BH0446* NAD 83(1986)-  30 52 15.     (N)    088 40 21.     (W)     SCALED    
 BH0446* NAVD 88     -        63.32   (+/-2cm)     207.7    (feet)  VERTCON   
 BH0446  ___________________________________________________________________
 BH0446  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 BH0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0446
 BH0446.The horizontal coordinates were scaled from a topographic map and have
 BH0446.an estimated accuracy of +/- 6 seconds.
 BH0446
 BH0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0446.The vertical order pertains to the NGVD 29 superseded value.
 BH0446
 BH0446.The geoid height was determined by GEOID03.
 BH0446
 BH0446;                    North         East    Units  Estimated Accuracy
 BH0446;SPC MS E     -   151,970.      315,380.      MT  (+/- 180 meters Scaled)
 BH0446
 BH0446                          SUPERSEDED SURVEY CONTROL
 BH0446
 BH0446  NGVD 29 (??/??/??)   63.310  (m)          207.71   (f) ADJUSTED    2 0
 BH0446
 BH0446.Superseded values are not recommended for survey control.
 BH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0446.See file dsdata.txt to determine how the superseded data were derived.
 BH0446
 BH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV401164(NAD 83)
 BH0446_MARKER: DB = BENCH MARK DISK
 BH0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0446_STAMPING: G 82 1935
 BH0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0446+STABILITY: SURFACE MOTION
 BH0446
 BH0446  HISTORY     - Date     Condition        Report By
 BH0446  HISTORY     - 1935     MONUMENTED       CGS
 BH0446  HISTORY     - 1971     GOOD             MSHD
 BH0446
 BH0446                          STATION DESCRIPTION
 BH0446
 BH0446'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0446'6.3 MI SW FROM LUCEDALE.
 BH0446'THE MARK IS LOCATED 6.3 MILES SOUTHWEST OF LUCEDALE NEAR THE SOUTHEAST
 BH0446'CORNER OF A PECAN ORCHARD ON THE PROPERTY OF MR. PAUL CREEL, IN THE
 BH0446'SOUTHEAST 1/4 OF SECTION 15, T 2S, R 7W.  IT IS 41 FEET WEST OF THE
 BH0446'CENTER OF A BLACK TOP ROAD AT THE OUTSIDE OF A CURVE, 95 FEET
 BH0446'NORTHEAST OF THE NORTHEAST CORNER OF A BROWN BRICK SIDING HOUSE, 58
 BH0446'FEET NORTH OF THE SOUTHEAST CORNER OF THE ORCHARD FENCE, 68 FEET NORTH
 BH0446'OF THE CENTER OF A PRIVATE ROAD ON THE NORTH SIDE OF THE HOUSE, 21.5
 BH0446'FEET NORTHEAST OF A 10-INCH PECAN AT THE NORTHEAST CORNER OF THE
 BH0446'ORCHARD, 4 FEET WEST OF A METAL WITNESS POST IN A FENCE LINE.  IT IS
 BH0446'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE
 BH0446'ROAD AND PROJECTS 1 INCH.  TO REACH THE MARK FROM THE U.S. POST OFFICE
 BH0446'IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION
 BH0446'OF STATE HIGHWAY 26.  TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 26
 BH0446'FOR 6 MILES TO AN ANGLING SIDE ROAD LEFT.  TURN LEFT AND CONTINUE
 BH0446'SOUTHWEST ON A BLACK TOP ROAD FOR 0.75 MILE TO THE MARK ON THE RIGHT
 BH0446'JUST BEFORE REACHING A PRIVATE LEADING TO THE HOWELL CEMETERY ON THE
 BH0446'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0180 ***********************************************************************
 BW0180  DESIGNATION -  G 9
 BW0180  PID         -  BW0180
 BW0180  STATE/COUNTY-  MS/COPIAH
 BW0180  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW0180
 BW0180                         *CURRENT SURVEY CONTROL
 BW0180  ___________________________________________________________________
 BW0180* NAD 83(1986)-  31 59 11.     (N)    090 21 32.     (W)     SCALED    
 BW0180* NAVD 88     -       141.259  (meters)     463.45   (feet)  ADJUSTED  
 BW0180  ___________________________________________________________________
 BW0180  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BW0180  DYNAMIC HT  -         141.091 (meters)     462.90  (feet)  COMP
 BW0180  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 BW0180  OBS GRAVITY -     979,446.8   (mgal)                       GRAV_OBS
 BW0180
 BW0180  VERT ORDER  -  FIRST     CLASS I
 BW0180
 BW0180.The horizontal coordinates were scaled from a topographic map and have
 BW0180.an estimated accuracy of +/- 6 seconds.
 BW0180
 BW0180.The orthometric height was determined by differential leveling
 BW0180.and adjusted in February 1994.
 BW0180
 BW0180.The geoid height was determined by GEOID03.
 BW0180
 BW0180.The dynamic height is computed by dividing the NAVD 88
 BW0180.geopotential number by the normal gravity value computed on the
 BW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0180.degrees latitude (g = 980.6199 gals.).
 BW0180
 BW0180.The modeled gravity was interpolated from observed gravity values.
 BW0180.The observed gravity was obtained from relative gravimeter ties
 BW0180.to the IGSN71 gravity network.
 BW0180
 BW0180;                    North         East    Units  Estimated Accuracy
 BW0180;SPC MS W     -   275,640.      697,590.      MT  (+/- 180 meters Scaled)
 BW0180
 BW0180                          SUPERSEDED SURVEY CONTROL
 BW0180
 BW0180  NAVD 88 (06/15/91)  141.289  (m)          463.55   (f) UNKNOWN     1 1
 BW0180  NGVD 29 (??/??/??)  141.289  (m)          463.55   (f) ADJUSTED    1 1
 BW0180
 BW0180.Superseded values are not recommended for survey control.
 BW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0180.See file dsdata.txt to determine how the superseded data were derived.
 BW0180
 BW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR495419(NAD 83)
 BW0180_MARKER: DB = BENCH MARK DISK
 BW0180_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BW0180_SP_SET: FOOTING
 BW0180_STAMPING: G 9 1934 463.621
 BW0180_MARK LOGO: CGS   
 BW0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0180+STABILITY: SURFACE MOTION
 BW0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0180+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0180
 BW0180  HISTORY     - Date     Condition        Report By
 BW0180  HISTORY     - 1934     MONUMENTED       CGS
 BW0180  HISTORY     - 1969     GOOD             NGS
 BW0180  HISTORY     - 19920720 GOOD             NGS
 BW0180
 BW0180                          STATION DESCRIPTION
 BW0180
 BW0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0180'IN CRYSTAL SPRINGS.
 BW0180'AT CRYSTAL SPRINGS, 0.35 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BW0180'RAILROAD FROM MILEPOST 753, NEAR THE CROSSING OF MARION STREET, SET ON
 BW0180'THE TOP OF THE SOUTHEAST CORNER OF A 9-BY-7-FOOT CONCRETE FOUNDATION
 BW0180'FOR AN ABANDONED WATER SPOUT, 97 FEET SOUTH OF THE CENTER OF THE
 BW0180'CROSSING OF THE WEST TRACK AND MARION STREET, 4.5 FEET EAST OF THE
 BW0180'EAST RAIL AND LEVEL WITH THE TRACK.  1/4, SEC 25, T 2N, R 2W.
 BW0180
 BW0180                          STATION RECOVERY (1992)
 BW0180
 BW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0180'IN CRYSTAL SPRINGS, AT THE INTERSECTION OF THE ILLINOIS CENTRAL
 BW0180'RAILROAD AND MARION AVENUE, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF
 BW0180'THE SOUTHEAST CORNER OF A 7 BY 9-FOOT CONCRETE FOOTING FOR A WATER
 BW0180'TANK, 29.6 M (97.1 FT) SOUTH OF THE CENTER OF THE AVENUE, 13.6 M
 BW0180'(44.6 FT) SOUTH OF THE NORTHEAST CORNER OF THE INTEX GAS COMPANY
 BW0180'OFFICE, 5.5 M (18.0 FT) WEST OF THE NEAR RAIL, AND 0.2 M (0.7 FT)
 BW0180'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1275 ***********************************************************************
 CO1275  DESIGNATION -  GADDIS
 CO1275  PID         -  CO1275
 CO1275  STATE/COUNTY-  MS/LAUDERDALE
 CO1275  USGS QUAD   -  MEEHAN (1982)
 CO1275
 CO1275                         *CURRENT SURVEY CONTROL
 CO1275  ___________________________________________________________________
 CO1275* NAD 83(1993)-  32 18 37.26756(N)    088 48 37.39529(W)     ADJUSTED  
 CO1275* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 CO1275  ___________________________________________________________________
 CO1275  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CO1275  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CO1275  HORZ ORDER  -  THIRD
 CO1275
 CO1275.The horizontal coordinates were established by classical geodetic methods
 CO1275.and adjusted by the National Geodetic Survey in May 1994.
 CO1275
 CO1275.The orthometric height was scaled from a topographic map.
 CO1275
 CO1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1275
 CO1275.The geoid height was determined by GEOID03.
 CO1275
 CO1275;                    North         East     Units Scale Factor Converg.
 CO1275;SPC MS E     -   311,562.609   302,160.773   MT  0.99995006   +0 00 44.2
 CO1275;SPC MS E     - 1,022,184.99    991,339.14   sFT  0.99995006   +0 00 44.2
 CO1275;UTM  16      - 3,576,276.243   329,565.471   MT  0.99995822   -0 58 04.4
 CO1275
 CO1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1275!SPC MS E     -   0.99997813  x   0.99995006  =   0.99992819
 CO1275!UTM  16      -   0.99997813  x   0.99995822  =   0.99993635
 CO1275
 CO1275:                Primary Azimuth Mark                     Grid Az
 CO1275:SPC MS E     -  GRAND                                    032 01 48.5
 CO1275:UTM  16      -  GRAND                                    033 00 37.1
 CO1275
 CO1275|---------------------------------------------------------------------|
 CO1275| PID    Reference Object                     Distance      Geod. Az  |
 CO1275|                                                           dddmmss.s |
 CO1275| CO1277 GRAND                               APPROX. 4.5 KM 0320232.7 |
 CO1275| CO1278 TILLMAN LOOKOUT TOWER               APPROX. 2.9 KM 2070655.4 |
 CO1275| CO1697 GADDIS AZ MK                                       2085904.1 |
 CO1275| CO1695 GADDIS RM 1                          27.900 METERS 25427     |
 CO1275| CO1696 GADDIS RM 2                          25.347 METERS 32633     |
 CO1275|---------------------------------------------------------------------|
 CO1275
 CO1275                          SUPERSEDED SURVEY CONTROL
 CO1275
 CO1275  NAD 83(1993)-  32 18 37.27899(N)    088 48 37.39597(W) AD(       ) 3
 CO1275  NAD 83(1986)-  32 18 37.28057(N)    088 48 37.39784(W) AD(       ) 3
 CO1275  NAD 27      -  32 18 36.76100(N)    088 48 37.22500(W) AD(       ) 3
 CO1275
 CO1275.Superseded values are not recommended for survey control.
 CO1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1275.See file dsdata.txt to determine how the superseded data were derived.
 CO1275
 CO1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA2956576276(NAD 83)
 CO1275_MARKER: DS = TRIANGULATION STATION DISK
 CO1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1275_SP_SET: CONCRETE POST
 CO1275_STAMPING: GADDIS 1956
 CO1275_MARK LOGO: CGS   
 CO1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1275+STABILITY: SURFACE MOTION
 CO1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1275+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1990
 CO1275
 CO1275  HISTORY     - Date     Condition        Report By
 CO1275  HISTORY     - 1956     MONUMENTED       CGS
 CO1275  HISTORY     - 1956     GOOD             CGS
 CO1275  HISTORY     - 1964     GOOD             MSHD
 CO1275  HISTORY     - 19900313 GOOD             MSHD
 CO1275
 CO1275                          STATION DESCRIPTION
 CO1275
 CO1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1275'STATION IS LOCATED ON THE PROPERTY OF CHARLIE GADDIS ALONG THE
 CO1275'NORTH SIDE OF A DIRT ROAD ABOUT 9-1/2 MILES NORTH OF ENTERPRISE
 CO1275'AND ABOUT 7 MILES SOUTHWEST OF MERIDIAN.  IT IS 86 FEET NORTH
 CO1275'OF THE CENTER OF A DIRT ROAD, 81 FEET NORTHWEST OF A LARGE OAK
 CO1275'TREE AND 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 CO1275'HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GADDIS 1956.
 CO1275'
 CO1275'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 CO1275'HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GADDIS NO 1
 CO1275'1956.
 CO1275'
 CO1275'REFERENCE MARK 2 IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CO1275'THE HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GADDIS NO 2
 CO1275'1956.
 CO1275'
 CO1275'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A DIRT ROAD AND
 CO1275'1 FOOT WEST OF A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH
 CO1275'AND THE DISK IS STAMPED GADDIS 1956.
 CO1275'
 CO1275'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80, 11 AND
 CO1275'45 AT THE SOUTH EDGE OF MERIDIAN, GO WEST ON HIGHWAY 80 FOR 5.5
 CO1275'MILES TO A DIRT CROSSROAD.  CONTINUE WEST ON THE HIGHWAY FOR 0.6
 CO1275'MILE TO A DIRT ROAD LEFT.  TURN LEFT AND GO SOUTH AND SOUTHWEST
 CO1275'ON DIRT ROAD FOR 1.8 TO A FORK.  TAKE LEFT FORK AND GO SOUTHWEST
 CO1275'AND WEST ON DIRT ROAD FOR 1.0 MILE TO A HOUSE ON THE RIGHT AND
 CO1275'THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTHWEST AND
 CO1275'SOUTH ON THE DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 CO1275'RIGHT AS DESCRIBED.
 CO1275'
 CO1275'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CO1275
 CO1275                          STATION RECOVERY (1956)
 CO1275
 CO1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1275'RECOVERED IN GOOD CONDITION.
 CO1275
 CO1275                          STATION RECOVERY (1964)
 CO1275
 CO1275'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1275'THE STATION WAS VISITED JANUARY 1964 AND ALL MARKS WERE FOUND IN
 CO1275'GOOD CONDITION.
 CO1275'
 CO1275'THE 1956 DESCRIPTION BY W.N. MARTIN IS ADEQUATE.
 CO1275'
 CO1275'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND THE
 CO1275'AZIMUTH.
 CO1275
 CO1275                          STATION RECOVERY (1990)
 CO1275
 CO1275'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1275'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF ENTERPRISE ON THE
 CO1275'GROUNDS OF THE ROCKY HILLL HUNTING CLUB, 7.5 MI (12.1 KM) SOUTHWEST
 CO1275'OF MERIDIAN, 3.5 MI (5.6 KM) SOUTHEAST OF MEEHAN JUNCTION AND IS IN
 CO1275'THE NORTHWEST CORNER OF SECTION 6, T 5N, R 15E.
 CO1275'TO REACH FROM THE U.S. HIGHWAY 80 BRIDGE OVER I-20 AT LOST GAP, GO
 CO1275'SOUTHWEST ON U.S. HIGHWAY 80 FOR 0.25 MI (0.40 KM) TO A SIDE ROAD
 CO1275'LEFT, TURN LEFT AND GO EAST ON ARUNDEL ROAD FOR 0.2 MI (0.3 KM) TO A
 CO1275'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON PAULDING ROAD FOR 1.85 MI
 CO1275'(2.98 KM) TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTHWEST ON
 CO1275'PAULDING ROAD FOR 0.95 MI (1.53 KM) TO THE HUNTING CLUB AND THE MARK
 CO1275'ON THE RIGHT.
 CO1275'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1275'ABOUT 3 INCHES BELOW THE GROUND, 89.5 FT (27.3 M) NORTH OF THE CENTER
 CO1275'OF A GRAVEL ROAD, 68 FT (20.7 M) NORTHEAST OF A POWER POLE WITH A
 CO1275'TRSANSFORMER AND GUY WIRES, 59 FT (18.0 M) EAST OF THE SOUTHEAST
 CO1275'CORNER OF THE PORCH OF THE HUNTING CLUB, 39.5 FT (12.0 M) EAST
 CO1275'NORTHEAST OF A 30 INCH OAK, 32.5 FT (9.9 M) SOUTH OF THE CENTER OF A
 CO1275'DRIVEWAY TO THE HUNTING CLUB, 5.5 FT (1.7 M) SOUTHEAST OF THE EAST
 CO1275'POST OF A FRAME USED TO CLEAN DEER AND 1 FT (0.3 M) WEST OF A METAL
 CO1275'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1370 ***********************************************************************
 BW1370  DESIGNATION -  GAGE 50 BOLT
 BW1370  PID         -  BW1370
 BW1370  STATE/COUNTY-  MS/WILKINSON
 BW1370  USGS QUAD   -  FORT ADAMS (1965)
 BW1370
 BW1370                         *CURRENT SURVEY CONTROL
 BW1370  ___________________________________________________________________
 BW1370* NAD 83(1986)-  31 06 18.     (N)    091 35 43.     (W)     SCALED    
 BW1370* NAVD 88     -        15.08   (+/-2cm)      49.5    (feet)  VERTCON   
 BW1370  ___________________________________________________________________
 BW1370  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW1370  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1370
 BW1370.The horizontal coordinates were scaled from a topographic map and have
 BW1370.an estimated accuracy of +/- 6 seconds.
 BW1370
 BW1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1370.The vertical order pertains to the NGVD 29 superseded value.
 BW1370
 BW1370.The geoid height was determined by GEOID03.
 BW1370
 BW1370;                    North         East    Units  Estimated Accuracy
 BW1370;SPC MS W     -   178,600.      579,610.      MT  (+/- 180 meters Scaled)
 BW1370
 BW1370                          SUPERSEDED SURVEY CONTROL
 BW1370
 BW1370  NGVD 29 (??/??/92)   15.053  (m)           49.39   (f) ADJ UNCH    1 2
 BW1370
 BW1370.Superseded values are not recommended for survey control.
 BW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1370.See file dsdata.txt to determine how the superseded data were derived.
 BW1370
 BW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ339420(NAD 83)
 BW1370_MARKER: B = BOLT
 BW1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1370_SP_SET: TILE
 BW1370_STAMPING: GAGE 50
 BW1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1370
 BW1370  HISTORY     - Date     Condition        Report By
 BW1370  HISTORY     - UNK      MONUMENTED       DOD
 BW1370  HISTORY     - 1938     GOOD             NGS
 BW1370
 BW1370                          STATION DESCRIPTION
 BW1370
 BW1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1370'3.5 MI W FROM FORT ADAMS.
 BW1370'3-1/2 MILES WEST ALONG A ROAD FROM FORT ADAMS, WILKINSON COUNTY, 1
 BW1370'MILE NORTHEAST OF STAMPS LANDING, NEAR A PROMINENT TURN IN THE ROAD,
 BW1370'AT STAMPS PLANTATION, IN THE SOUTHWEST CORNER OF THE YARD OF THE
 BW1370'HOUSE, 820 FEET NORTHEAST OF THE MISSISSIPPI RIVER BANK, AND 39 FEET
 BW1370'LANDWARD FROM THE OLD RIVER BANK.  A COPPER BOLT SET IN THE TOP OF A
 BW1370'TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BW1370'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1369 ***********************************************************************
 BW1369  DESIGNATION -  GAGE 50 CAP
 BW1369  PID         -  BW1369
 BW1369  STATE/COUNTY-  MS/WILKINSON
 BW1369  USGS QUAD   -  FORT ADAMS (1965)
 BW1369
 BW1369                         *CURRENT SURVEY CONTROL
 BW1369  ___________________________________________________________________
 BW1369* NAD 83(1986)-  31 06 18.     (N)    091 35 43.     (W)     SCALED    
 BW1369* NAVD 88     -        16.33   (+/-2cm)      53.6    (feet)  VERTCON   
 BW1369  ___________________________________________________________________
 BW1369  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BW1369  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1369
 BW1369.The horizontal coordinates were scaled from a topographic map and have
 BW1369.an estimated accuracy of +/- 6 seconds.
 BW1369
 BW1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1369.The vertical order pertains to the NGVD 29 superseded value.
 BW1369
 BW1369.The geoid height was determined by GEOID03.
 BW1369
 BW1369;                    North         East    Units  Estimated Accuracy
 BW1369;SPC MS W     -   178,600.      579,610.      MT  (+/- 180 meters Scaled)
 BW1369
 BW1369                          SUPERSEDED SURVEY CONTROL
 BW1369
 BW1369  NGVD 29 (??/??/92)   16.304  (m)           53.49   (f) ADJ UNCH    1 2
 BW1369
 BW1369.Superseded values are not recommended for survey control.
 BW1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1369.See file dsdata.txt to determine how the superseded data were derived.
 BW1369
 BW1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ339420(NAD 83)
 BW1369_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1369_STAMPING: GAGE 50
 BW1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1369
 BW1369  HISTORY     - Date     Condition        Report By
 BW1369  HISTORY     - UNK      MONUMENTED       DOD
 BW1369  HISTORY     - 1938     GOOD             NGS
 BW1369
 BW1369                          STATION DESCRIPTION
 BW1369
 BW1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BW1369'3.5 MI W FROM FORT ADAMS.
 BW1369'3-1/2 MILES WEST ALONG A ROAD FROM FORT ADAMS, WILKINSON COUNTY, 1
 BW1369'MILE NORTHEAST OF STAMPS LANDING, NEAR A PROMINENT TURN IN THE ROAD,
 BW1369'AT STAMPS PLANTATION, IN THE SOUTHWEST CORNER OF THE YARD OF THE
 BW1369'HOUSE, 820 FEET NORTHEAST OF THE MISSISSIPPI RIVER BANK, AND 39 FEET
 BW1369'LANDWARD FROM THE OLD RIVER BANK.  AN IRON PIPE BEARING A CORPS OF
 BW1369'ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0783 ***********************************************************************
 BW0783  DESIGNATION -  GAGE 59 BOLT
 BW0783  PID         -  BW0783
 BW0783  STATE/COUNTY-  MS/ADAMS
 BW0783  USGS QUAD   -  NATCHEZ (1976)
 BW0783
 BW0783                         *CURRENT SURVEY CONTROL
 BW0783  ___________________________________________________________________
 BW0783* NAD 83(1986)-  31 31 38.     (N)    091 28 16.     (W)     SCALED    
 BW0783* NAVD 88     -        18.95   (+/-2cm)      62.2    (feet)  VERTCON   
 BW0783  ___________________________________________________________________
 BW0783  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BW0783  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0783
 BW0783.The horizontal coordinates were scaled from a topographic map and have
 BW0783.an estimated accuracy of +/- 6 seconds.
 BW0783
 BW0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0783.The vertical order pertains to the NGVD 29 superseded value.
 BW0783
 BW0783.The geoid height was determined by GEOID03.
 BW0783
 BW0783;                    North         East    Units  Estimated Accuracy
 BW0783;SPC MS W     -   225,290.      591,940.      MT  (+/- 180 meters Scaled)
 BW0783
 BW0783                          SUPERSEDED SURVEY CONTROL
 BW0783
 BW0783  NGVD 29 (??/??/92)   18.942  (m)           62.15   (f) ADJ UNCH    1 2
 BW0783
 BW0783.Superseded values are not recommended for survey control.
 BW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0783.See file dsdata.txt to determine how the superseded data were derived.
 BW0783
 BW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ451890(NAD 83)
 BW0783_MARKER: B = BOLT
 BW0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0783_SP_SET: TILE
 BW0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0783
 BW0783  HISTORY     - Date     Condition        Report By
 BW0783  HISTORY     - UNK      MONUMENTED       USE
 BW0783  HISTORY     - 1962     GOOD             USGS
 BW0783
 BW0783                          STATION DESCRIPTION
 BW0783
 BW0783'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0783'4.75 MI SW FROM NATCHEZ.
 BW0783'4-3/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW0783'MISSISSIPPI RIVER, 2-1/4 MILES SOUTHWEST OF ST. CATHERINE CREEK, ON
 BW0783'MINOR PLANTATION, 80 FEET FROM THE TOP BANK OF THE RIVER, AND 35 FEET
 BW0783'BACK OF THE ROAD RUNNING ALONG THE TOP BANK IN AN UNCULTIVATED FIELD.
 BW0783'A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET UNDER GROUND,
 BW0783'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF
 BW0783'ENGINEERS, U.S. ARMY, STANDARD CAP.  NOTE-- BELIEVED TO HAVE BEEN
 BW0783'DESTROYED BY BULLDOZING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0782 ***********************************************************************
 BW0782  DESIGNATION -  GAGE 59 CAP
 BW0782  PID         -  BW0782
 BW0782  STATE/COUNTY-  MS/ADAMS
 BW0782  USGS QUAD   -  NATCHEZ (1976)
 BW0782
 BW0782                         *CURRENT SURVEY CONTROL
 BW0782  ___________________________________________________________________
 BW0782* NAD 83(1986)-  31 31 38.     (N)    091 28 16.     (W)     SCALED    
 BW0782* NAVD 88     -        20.16   (+/-2cm)      66.1    (feet)  VERTCON   
 BW0782  ___________________________________________________________________
 BW0782  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BW0782  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0782
 BW0782.The horizontal coordinates were scaled from a topographic map and have
 BW0782.an estimated accuracy of +/- 6 seconds.
 BW0782
 BW0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0782.The vertical order pertains to the NGVD 29 superseded value.
 BW0782
 BW0782.The geoid height was determined by GEOID03.
 BW0782
 BW0782;                    North         East    Units  Estimated Accuracy
 BW0782;SPC MS W     -   225,290.      591,940.      MT  (+/- 180 meters Scaled)
 BW0782
 BW0782                          SUPERSEDED SURVEY CONTROL
 BW0782
 BW0782  NGVD 29 (??/??/92)   20.160  (m)           66.14   (f) ADJ UNCH    1 2
 BW0782
 BW0782.Superseded values are not recommended for survey control.
 BW0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0782.See file dsdata.txt to determine how the superseded data were derived.
 BW0782
 BW0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ451890(NAD 83)
 BW0782_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0782
 BW0782  HISTORY     - Date     Condition        Report By
 BW0782  HISTORY     - UNK      MONUMENTED       USE
 BW0782  HISTORY     - 1962     MARK NOT FOUND   USGS
 BW0782
 BW0782                          STATION DESCRIPTION
 BW0782
 BW0782'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BW0782'4.75 MI SW FROM NATCHEZ.
 BW0782'4-3/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW0782'MISSISSIPPI RIVER, 2-1/4 MILES SOUTHWEST OF ST. CATHERINE CREEK, ON
 BW0782'MINOR PLANTATION, 80 FEET FROM THE TOP BANK OF THE RIVER, AND 35 FEET
 BW0782'BACK OF THE ROAD RUNNING ALONG THE TOP BANK IN AN UNCULTIVATED FIELD.
 BW0782'AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP.
 BW0782'NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY BULLDOZING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1678 ***********************************************************************
 CP1678  DESIGNATION -  GAGE 71 BOLT
 CP1678  PID         -  CP1678
 CP1678  STATE/COUNTY-  MS/WARREN
 CP1678  USGS QUAD   -  BEDFORD (1963)
 CP1678
 CP1678                         *CURRENT SURVEY CONTROL
 CP1678  ___________________________________________________________________
 CP1678* NAD 83(1986)-  32 08 53.     (N)    091 04 25.     (W)     SCALED    
 CP1678* NAVD 88     -        24.45   (+/-2cm)      80.2    (feet)  VERTCON   
 CP1678  ___________________________________________________________________
 CP1678  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1678  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1678
 CP1678.The horizontal coordinates were scaled from a topographic map and have
 CP1678.an estimated accuracy of +/- 6 seconds.
 CP1678
 CP1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1678.The vertical order pertains to the NGVD 29 superseded value.
 CP1678
 CP1678.The geoid height was determined by GEOID03.
 CP1678
 CP1678;                    North         East    Units  Estimated Accuracy
 CP1678;SPC MS W     -   293,810.      630,160.      MT  (+/- 180 meters Scaled)
 CP1678
 CP1678                          SUPERSEDED SURVEY CONTROL
 CP1678
 CP1678  NGVD 29 (??/??/92)   24.473  (m)           80.29   (f) ADJ UNCH    1 2
 CP1678
 CP1678.Superseded values are not recommended for survey control.
 CP1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1678.See file dsdata.txt to determine how the superseded data were derived.
 CP1678
 CP1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816584(NAD 83)
 CP1678_MARKER: B = BOLT
 CP1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1678_SP_SET: TILE
 CP1678_STAMPING: GAGE 71
 CP1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1678
 CP1678  HISTORY     - Date     Condition        Report By
 CP1678  HISTORY     - UNK      MONUMENTED       DOD
 CP1678  HISTORY     - 1938     GOOD             NGS
 CP1678
 CP1678                          STATION DESCRIPTION
 CP1678
 CP1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1678'9 MI SW FROM GLASS.
 CP1678'9 MILES SOUTHWEST OF GLASS, WARREN COUNTY, ON THE RIGHT BANK OF
 CP1678'MISSISSIPPI RIVER, ON DAVIS ISLAND, 3/4 MILE NORTHWEST OF URSINO
 CP1678'LANDING, AT URSINO PLANTATION, 410 FEET BELOW THE PLANTATION HOUSE, 80
 CP1678'FEET NORTH OF THE TOE OF THE LEVEE AT A FENCED-IN HOG LOT, 115 FEET
 CP1678'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN, 103 FEET SOUTHEAST
 CP1678'OF A BLAZED 36-INCH PECAN TREE, 73.9 FEET SOUTH OF A BLAZED 36-INCH
 CP1678'PECAN TREE, AND 8 FEET FROM THE WEST FENCE SURROUNDING THE LOT AT A
 CP1678'POINT 50 FEET FROM THE FENCE CORNER NEAREST THE LARGE BARN AT THE TOP
 CP1678'OF THE LEVEE.  A COPPER BOLT, SET IN THE TOP OF A TILE ABOUT 3 FEET
 CP1678'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 CP1678'18 INCHES ABOVE GROUND AND BEARING A CORPS OF ENGINEERS, U. S. ARMY,
 CP1678'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1677 ***********************************************************************
 CP1677  DESIGNATION -  GAGE 71 CAP
 CP1677  PID         -  CP1677
 CP1677  STATE/COUNTY-  MS/WARREN
 CP1677  USGS QUAD   -  BEDFORD (1963)
 CP1677
 CP1677                         *CURRENT SURVEY CONTROL
 CP1677  ___________________________________________________________________
 CP1677* NAD 83(1986)-  32 08 53.     (N)    091 04 25.     (W)     SCALED    
 CP1677* NAVD 88     -        25.67   (+/-2cm)      84.2    (feet)  VERTCON   
 CP1677  ___________________________________________________________________
 CP1677  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1677  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1677
 CP1677.The horizontal coordinates were scaled from a topographic map and have
 CP1677.an estimated accuracy of +/- 6 seconds.
 CP1677
 CP1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1677.The vertical order pertains to the NGVD 29 superseded value.
 CP1677
 CP1677.The geoid height was determined by GEOID03.
 CP1677
 CP1677;                    North         East    Units  Estimated Accuracy
 CP1677;SPC MS W     -   293,810.      630,160.      MT  (+/- 180 meters Scaled)
 CP1677
 CP1677                          SUPERSEDED SURVEY CONTROL
 CP1677
 CP1677  NGVD 29 (??/??/92)   25.695  (m)           84.30   (f) ADJ UNCH    1 2
 CP1677
 CP1677.Superseded values are not recommended for survey control.
 CP1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1677.See file dsdata.txt to determine how the superseded data were derived.
 CP1677
 CP1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR816584(NAD 83)
 CP1677_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1677_STAMPING: GAGE 71
 CP1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1677
 CP1677  HISTORY     - Date     Condition        Report By
 CP1677  HISTORY     - UNK      MONUMENTED       DOD
 CP1677  HISTORY     - 1938     GOOD             NGS
 CP1677
 CP1677                          STATION DESCRIPTION
 CP1677
 CP1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1677'9 MI SW FROM GLASS.
 CP1677'9 MILES SOUTHWEST OF GLASS, WARREN COUNTY, ON THE RIGHT BANK OF
 CP1677'MISSISSIPPI RIVER, ON DAVIS ISLAND, 3/4 MILE NORTHWEST OF URSINO
 CP1677'LANDING, AT URSINO PLANTATION, 410 FEET BELOW THE PLANTATION HOUSE, 80
 CP1677'FEET NORTH OF THE TOE OF THE LEVEE AT A FENCED-IN HOG LOT, 115 FEET
 CP1677'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN, 103 FEET SOUTHEAST
 CP1677'OF A BLAZED 36-INCH PECAN TREE, 73.9 FEET SOUTH OF A BLAZED 36-INCH
 CP1677'PECAN TREE, AND 8 FEET FROM THE WEST FENCE SURROUNDING THE LOT AT A
 CP1677'POINT 50 FEET FROM THE FENCE CORNER NEAREST THE LARGE BARN AT THE TOP
 CP1677'OF THE LEVEE.  AN IRON PIPE PROJECTING 18 INCHES ABOVE GROUND AND
 CP1677'BEARING A CORPS OF ENGINEERS, U. S. ARMY, STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1335 ***********************************************************************
 BV1335  CBN         -  This is a Cooperative Base Network Control Station.
 BV1335  DESIGNATION -  GAGING STA
 BV1335  PID         -  BV1335
 BV1335  STATE/COUNTY-  MS/GREENE
 BV1335  USGS QUAD   -  LEAKESVILLE (1972)
 BV1335
 BV1335                         *CURRENT SURVEY CONTROL
 BV1335  ___________________________________________________________________
 BV1335* NAD 83(2007)-  31 08 56.08771(N)    088 32 55.47362(W)     ADJUSTED  
 BV1335* NAVD 88     -        28.320  (meters)      92.91   (feet)  ADJUSTED  
 BV1335  ___________________________________________________________________
 BV1335  EPOCH DATE  -        2002.00
 BV1335  X           -     138,370.625 (meters)                     COMP
 BV1335  Y           -  -5,461,717.336 (meters)                     COMP
 BV1335  Z           -   3,280,034.632 (meters)                     COMP
 BV1335  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BV1335  ELLIP HEIGHT-           0.471 (meters)          (02/10/07) ADJUSTED
 BV1335  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BV1335  DYNAMIC HT  -          28.285 (meters)      92.80  (feet)  COMP
 BV1335
 BV1335  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1335  Type    PID    Designation                      North   East  Ellip
 BV1335  -------------------------------------------------------------------
 BV1335  NETWORK BV1335 GAGING STA                        0.82   0.69   3.21
 BV1335  -------------------------------------------------------------------
 BV1335  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 BV1335
 BV1335  VERT ORDER  -  SECOND    CLASS II
 BV1335
 BV1335.The horizontal coordinates were established by GPS observations
 BV1335.and adjusted by the National Geodetic Survey in February 2007.
 BV1335
 BV1335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1335.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1335.The horizontal coordinates are valid at the epoch date displayed above.
 BV1335.The epoch date for horizontal control is a decimal equivalence
 BV1335.of Year/Month/Day.
 BV1335
 BV1335.The orthometric height was determined by differential leveling
 BV1335.and adjusted in May 1996.
 BV1335
 BV1335.Photographs are available for this station.
 BV1335
 BV1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1335
 BV1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1335
 BV1335.The ellipsoidal height was determined by GPS observations
 BV1335.and is referenced to NAD 83.
 BV1335
 BV1335.The geoid height was determined by GEOID03.
 BV1335
 BV1335.The dynamic height is computed by dividing the NAVD 88
 BV1335.geopotential number by the normal gravity value computed on the
 BV1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1335.degrees latitude (g = 980.6199 gals.).
 BV1335
 BV1335.The modeled gravity was interpolated from observed gravity values.
 BV1335
 BV1335;                    North         East     Units Scale Factor Converg.
 BV1335;SPC MS E     -   182,820.891   327,135.989   MT  0.99995908   +0 08 50.0
 BV1335;SPC MS E     -   599,804.87  1,073,278.66   sFT  0.99995908   +0 08 50.0
 BV1335;UTM  16      - 3,447,137.694   352,369.472   MT  0.99986884   -0 48 04.5
 BV1335
 BV1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1335!SPC MS E     -   0.99999993  x   0.99995908  =   0.99995901
 BV1335!UTM  16      -   0.99999993  x   0.99986884  =   0.99986877
 BV1335
 BV1335                          SUPERSEDED SURVEY CONTROL
 BV1335
 BV1335  ELLIP H (04/15/02)    0.483  (m)                       GP(       ) 4 2
 BV1335  NAD 83(1993)-  31 08 56.08757(N)    088 32 55.47346(W) AD(       ) B
 BV1335  ELLIP H (02/15/02)    0.479  (m)                       GP(       ) 4 1
 BV1335  NAVD 88 (02/15/02)   28.32   (m)           92.9    (f) LEVELING    3  
 BV1335  NGVD 29 (??/??/92)   28.313  (m)           92.89   (f) ADJ UNCH    2 2
 BV1335
 BV1335.Superseded values are not recommended for survey control.
 BV1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1335.See file dsdata.txt to determine how the superseded data were derived.
 BV1335
 BV1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5236947138(NAD 83)
 BV1335_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BV1335_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1335_SP_SET: CONC BRIDGE ABUTMENT
 BV1335_STAMPING: GAGING STATION
 BV1335_MARK LOGO: USGS  
 BV1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1335+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 BV1335
 BV1335  HISTORY     - Date     Condition        Report By
 BV1335  HISTORY     - 1975     MONUMENTED       USGS
 BV1335  HISTORY     - 1975     GOOD             MSHD
 BV1335  HISTORY     - 20000301 GOOD             MSHD
 BV1335  HISTORY     - 20070618 GOOD             JCLS
 BV1335
 BV1335                          STATION DESCRIPTION
 BV1335
 BV1335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1335'0.4 MI SE FROM LEAKESVILLE.
 BV1335'THIS MARK IS LOCATED 0.4 MILE SOUTHEAST OF LEAKESVILLE IN THE SOUTH
 BV1335'END OF THE WEST ABUTMENT OF A LONG CONCRETE BRIDGE OVER THE
 BV1335'CHICKAWAHAY RIVER IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
 BV1335'OF SECTION 12, T 2 N, R 6 W. IT IS 18 FEET SOUTH OF THE CENTER OF
 BV1335'HIGHWAY 63. 4 FEET SOUTHEAST OF A METAL WITNESS POST SET IN A DRILL
 BV1335'HOLE IN THE SOUTH END OF THE WEST ABUTMENT OF A LONG CONCRETE BRIDGE
 BV1335'AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH FROM THE
 BV1335'COURTHOUSE IN LEAKESVILLE GO SOUTHEAST ON STATE HIGHWAY 63 FOR 0.4
 BV1335'MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.
 BV1335
 BV1335                          STATION RECOVERY (2000)
 BV1335
 BV1335'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1335'STATION IS AT THE SOUTHEAST EDGE OF LEAKSVILLE, MS, ON THE WEST END OF
 BV1335'AN ABANDONED HIGHWAY BRIDGE.  TO REACH THE STATION FROM THE
 BV1335'COURTHOUSE, PROCEED WEST ON MAIN STREET (RTE 63) FOR 0.15 MI (0.24 KM)
 BV1335'TO A SIDE ROAD RIGHT.  TURN RIGHT (SOUTH) BY THE LEAKSVILLE TOWN SIGN
 BV1335'AND CONTINUE 0.2 MI (0.3 KM) SOUTH THEN EAST TO THE OLD BRIDGE.  THE
 BV1335'STATION IS ON THE SOUTH END OF THE WEST ABUTMENT, ON THE WEST SIDE OF
 BV1335'THE RIVER, NORTH OF A SMALL PARK AND BOAT RAMP.  ACCESS TO THE BRIDGE
 BV1335'IS BLOCKED BY A DIRT PILE AND BARRICADE.  THE STATION MARK IS 18 FT
 BV1335'(5.5 M) SOUTH OF THE CENTERLINE OF THE BRIDGE AND ABOUT 3 FT (0.9 M)
 BV1335'BELOW THE DECK SURFACE.  IT IS A USGS GAGING STATION BENCHMARK.
 BV1335
 BV1335                          STATION RECOVERY (2007)
 BV1335
 BV1335'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 BV1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0498 ***********************************************************************
 CO0498  DESIGNATION -  GAGING STA USGS
 CO0498  PID         -  CO0498
 CO0498  STATE/COUNTY-  MS/LAUDERDALE
 CO0498  USGS QUAD   -  CHUNKY (1983)
 CO0498
 CO0498                         *CURRENT SURVEY CONTROL
 CO0498  ___________________________________________________________________
 CO0498* NAD 83(1986)-  32 19 35.     (N)    088 54 33.     (W)     SCALED    
 CO0498* NAVD 88     -        92.171  (meters)     302.40   (feet)  ADJUSTED  
 CO0498  ___________________________________________________________________
 CO0498  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CO0498  DYNAMIC HT  -          92.063 (meters)     302.04  (feet)  COMP
 CO0498  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CO0498
 CO0498  VERT ORDER  -  FIRST     CLASS I
 CO0498
 CO0498.The horizontal coordinates were scaled from a topographic map and have
 CO0498.an estimated accuracy of +/- 6 seconds.
 CO0498
 CO0498.The orthometric height was determined by differential leveling
 CO0498.and adjusted in June 1991.
 CO0498
 CO0498.The geoid height was determined by GEOID03.
 CO0498
 CO0498.The dynamic height is computed by dividing the NAVD 88
 CO0498.geopotential number by the normal gravity value computed on the
 CO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0498.degrees latitude (g = 980.6199 gals.).
 CO0498
 CO0498.The modeled gravity was interpolated from observed gravity values.
 CO0498
 CO0498;                    North         East    Units  Estimated Accuracy
 CO0498;SPC MS E     -   313,340.      292,860.      MT  (+/- 180 meters Scaled)
 CO0498
 CO0498                          SUPERSEDED SURVEY CONTROL
 CO0498
 CO0498  NGVD 29 (??/??/??)   92.160  (m)          302.36   (f) ADJUSTED    1 1
 CO0498
 CO0498.Superseded values are not recommended for survey control.
 CO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0498.See file dsdata.txt to determine how the superseded data were derived.
 CO0498
 CO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA202782(NAD 83)
 CO0498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CO0498_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0498_SP_SET: BRIDGE ABUTMENT
 CO0498_MARK LOGO: USGS  
 CO0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0498+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 CO0498
 CO0498  HISTORY     - Date     Condition        Report By
 CO0498  HISTORY     - UNK      MONUMENTED       USGS
 CO0498  HISTORY     - 1968     GOOD             NGS
 CO0498  HISTORY     - 19900829 GOOD             MSHD
 CO0498
 CO0498                          STATION DESCRIPTION
 CO0498
 CO0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0498'1.15 MI E FROM CHUNKY.
 CO0498'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0498'CHUNKY, IN SECTION 30, T 6 N, R 14 E, A U.S. GEOLOGICAL SURVEY GAGING
 CO0498'STATION DISK SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CO0498'CONCRETE ABUTMENT OF A STEEL AND CONCRETE HIGHWAY BRIDGE OVER CHUNKY
 CO0498'RIVER, 14 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 1/2 FEET
 CO0498'SOUTHWEST OF THE WEST CONCRETE PILLAR ON THE BRIDGE, AND ABOUT LEVEL
 CO0498'WITH THE HIGHWAY.
 CO0498
 CO0498                          STATION RECOVERY (1990)
 CO0498
 CO0498'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0498'MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST OF CHUNKY IN THE U.S.
 CO0498'HIGHWAY 80 BRIDGE OVER THE CHUNKY RIVER, 2.6 MI (4.2 KM) WEST OF
 CO0498'MEEHAN JUNCTION AND IS IN SECTION 30, T 6N, R 14E.
 CO0498'TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO EAST ON U.S. HIGHWAY 80
 CO0498'FOR 1.15 MI (1.85 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
 CO0498'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY GAGING STATION DISK, SET IN
 CO0498'A DRILL HOLE ON TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF
 CO0498'THE CONCRETE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY, 14.5 FT (4.4 M)
 CO0498'SOUTHWEST OF THE CENTER OF HIGHWAY 80 AND 0.85 FT (0.26 M) NORTHEAST
 CO0498'OF THE SOUTHWEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0361 ***********************************************************************
 BW0361  DESIGNATION -  GAGING STATION
 BW0361  PID         -  BW0361
 BW0361  STATE/COUNTY-  MS/PIKE
 BW0361  USGS QUAD   -  HOLMESVILLE (1972)
 BW0361
 BW0361                         *CURRENT SURVEY CONTROL
 BW0361  ___________________________________________________________________
 BW0361* NAD 83(1986)-  31 10 38.     (N)    090 16 45.     (W)     SCALED    
 BW0361* NAVD 88     -        81.60   (+/-2cm)     267.7    (feet)  VERTCON   
 BW0361  ___________________________________________________________________
 BW0361  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BW0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0361
 BW0361.The horizontal coordinates were scaled from a topographic map and have
 BW0361.an estimated accuracy of +/- 6 seconds.
 BW0361
 BW0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0361.The vertical order pertains to the NGVD 29 superseded value.
 BW0361
 BW0361.The geoid height was determined by GEOID03.
 BW0361
 BW0361;                    North         East    Units  Estimated Accuracy
 BW0361;SPC MS W     -   185,930.      705,160.      MT  (+/- 180 meters Scaled)
 BW0361
 BW0361                          SUPERSEDED SURVEY CONTROL
 BW0361
 BW0361  NGVD 29 (??/??/??)   81.617  (m)          267.77   (f) ADJUSTED    2 0
 BW0361
 BW0361.Superseded values are not recommended for survey control.
 BW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0361.See file dsdata.txt to determine how the superseded data were derived.
 BW0361
 BW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ593524(NAD 83)
 BW0361_MARKER: DD = SURVEY DISK
 BW0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0361_SP_SET: BRIDGE
 BW0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0361
 BW0361  HISTORY     - Date     Condition        Report By
 BW0361  HISTORY     - UNK      MONUMENTED       USGS
 BW0361  HISTORY     - 1968     GOOD             MSHD
 BW0361
 BW0361                          STATION DESCRIPTION
 BW0361
 BW0361'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0361'9.1 MI NW FROM MAGNOLIA.
 BW0361'THE MARK IS LOCATED 9.1 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0361'TYLERTOWN IN THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 BW0361'OVER THE BOGUE CHITTO RIVER IN THE SOUTHEAST 1/4 OF SECTION 34, T 3N,
 BW0361'R 9E.  IT IS 17 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 98, 2
 BW0361'FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT 4 FEET NORTHWEST
 BW0361'OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE SOUTH END OF THE
 BW0361'EAST ABUTMENT OF A CONCRETE BRIDGE AND IS ABOUT 2 FEET BELOW THE LEVEL
 BW0361'OF THE HIGHWAY.  NOTE-- TO REACH FROM THE U.S. POST OFFICE IN
 BW0361'TYLERTOWN GO WEST ON U.S. HIGHWAY 98 FOR 8.9 MILES TO A CROSSROADS.
 BW0361'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.55 MILE TO THE CONCRETE BRIDGE
 BW0361'AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1305 ***********************************************************************
 BV1305  DESIGNATION -  GAGING STATION
 BV1305  PID         -  BV1305
 BV1305  STATE/COUNTY-  MS/WAYNE
 BV1305  USGS QUAD   -  WAYNESBORO (1982)
 BV1305
 BV1305                         *CURRENT SURVEY CONTROL
 BV1305  ___________________________________________________________________
 BV1305* NAD 83(1986)-  31 40 46.     (N)    088 41 00.     (W)     SCALED    
 BV1305* NAVD 88     -        52.070  (meters)     170.83   (feet)  ADJUSTED  
 BV1305  ___________________________________________________________________
 BV1305  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV1305  DYNAMIC HT  -          52.009 (meters)     170.63  (feet)  COMP
 BV1305  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 BV1305
 BV1305  VERT ORDER  -  SECOND    CLASS II
 BV1305
 BV1305.The horizontal coordinates were scaled from a topographic map and have
 BV1305.an estimated accuracy of +/- 6 seconds.
 BV1305
 BV1305.The orthometric height was determined by differential leveling
 BV1305.and adjusted in May 1996.
 BV1305
 BV1305.The geoid height was determined by GEOID03.
 BV1305
 BV1305.The dynamic height is computed by dividing the NAVD 88
 BV1305.geopotential number by the normal gravity value computed on the
 BV1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1305.degrees latitude (g = 980.6199 gals.).
 BV1305
 BV1305.The modeled gravity was interpolated from observed gravity values.
 BV1305
 BV1305;                    North         East    Units  Estimated Accuracy
 BV1305;SPC MS E     -   241,620.      314,220.      MT  (+/- 180 meters Scaled)
 BV1305
 BV1305                          SUPERSEDED SURVEY CONTROL
 BV1305
 BV1305  NGVD 29 (??/??/92)   52.086  (m)          170.89   (f) ADJ UNCH    2 2
 BV1305
 BV1305.Superseded values are not recommended for survey control.
 BV1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1305.See file dsdata.txt to determine how the superseded data were derived.
 BV1305
 BV1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA404061(NAD 83)
 BV1305_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BV1305_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1305_SP_SET: BRIDGE ABUTMENT
 BV1305_STAMPING: GAGING STATION
 BV1305_MARK LOGO: USGS  
 BV1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1305+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV1305
 BV1305  HISTORY     - Date     Condition        Report By
 BV1305  HISTORY     - UNK      MONUMENTED       USGS
 BV1305  HISTORY     - 1974     GOOD             MSHD
 BV1305  HISTORY     - 19910806 GOOD             MSHD
 BV1305  HISTORY     - 20000301 GOOD             MSHD
 BV1305
 BV1305                          STATION DESCRIPTION
 BV1305
 BV1305'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BV1305'2.3 MI W FROM WAYNESBORO.
 BV1305'THE MARK IS LOCATED 2.3 MILE WEST OF WAYNESBORO IN THE SOUTH END OF
 BV1305'THE WEST ABUTMENT OF THE U.S. HIGHWAY 84 BRIDGE OVER THE CHICKASAHAY
 BV1305'RIVER, 0.65 MILE EAST OF A CROSSROAD IN THE NW QUARTER OF SECTION 10,
 BV1305'T 8 N, R 7 W. IT IS 17.5 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 93.5
 BV1305'FEET WEST OF THE NW CORNER OF THE GAGE HOUSE, 36.5 FEET NE OF
 BV1305'TELEPHONE CABLE POLE NO. 35, 1 FOOT NORTH OF A METAL WITNESS POST SET
 BV1305'IN A DRILL HOLE IN THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE
 BV1305'BRIDGE AND IS ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY. TO REACH
 BV1305'FROM THE COURTHOUSE NEAR THE JUNCTION OF STATE HIGHWAY 63 AND U.S.
 BV1305'HIGHWAY 84 GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 2.3 MILES TO THE WEST
 BV1305'END OF A BRIDGE AND THE MARK ON THE LEFT.
 BV1305
 BV1305                          STATION RECOVERY (1991)
 BV1305
 BV1305'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1305'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST OF WAYNESBORO, IN THE
 BV1305'U.S. HIGHWAY 84 BRIDGE OVER THE CHICKASAHAY RIVER, 0.65 MI (1.05 KM)
 BV1305'EAST OF A CROSSROAD AND IN SECTION 10, T 8N, R 7W.
 BV1305'TO REACH FROM THE COURTHOUSE IN WAYNESBORO, GO SOUTHWEST ON U.S.
 BV1305'HIGHWAY 84 FOR 2.35 MI (3.78 KM) TO THE BRIDGE AND THE MARK ON THE
 BV1305'LEFT.
 BV1305'MARK IS A USGS DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 BV1305'ABUTMENT OF A CONCRETE BRIDGE, ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL
 BV1305'OF THE HIGHWAY, 93.5 FT (28.5 M) WEST OF THE NORTHWEST CORNER OF THE
 BV1305'GAGE HOUSE, 36.5 FT (11.1 M) NORTHEAST OF TELEPHONE CABLE POLE NO.
 BV1305'35, 17.5 FT (5.3 M) SOUTH OF THE CENTER OF HIGHWAY 84 AND 1.0 FT
 BV1305'(0.3 M) NORTH OF A METAL WITNESS POST.
 BV1305
 BV1305                          STATION RECOVERY (2000)
 BV1305
 BV1305'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1305'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1180 ***********************************************************************
 BV1180  DESIGNATION -  GAGING STATION
 BV1180  PID         -  BV1180
 BV1180  STATE/COUNTY-  MS/COVINGTON
 BV1180  USGS QUAD   -  HOT COFFEE (1982)
 BV1180
 BV1180                         *CURRENT SURVEY CONTROL
 BV1180  ___________________________________________________________________
 BV1180* NAD 83(1986)-  31 42 13.     (N)    089 24 18.     (W)     SCALED    
 BV1180* NAVD 88     -        71.380  (meters)     234.19   (feet)  ADJUSTED  
 BV1180  ___________________________________________________________________
 BV1180  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BV1180  DYNAMIC HT  -          71.296 (meters)     233.91  (feet)  COMP
 BV1180  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 BV1180
 BV1180  VERT ORDER  -  SECOND    CLASS II
 BV1180
 BV1180.The horizontal coordinates were scaled from a topographic map and have
 BV1180.an estimated accuracy of +/- 6 seconds.
 BV1180
 BV1180.The orthometric height was determined by differential leveling
 BV1180.and adjusted in May 1996.
 BV1180
 BV1180.The geoid height was determined by GEOID03.
 BV1180
 BV1180.The dynamic height is computed by dividing the NAVD 88
 BV1180.geopotential number by the normal gravity value computed on the
 BV1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1180.degrees latitude (g = 980.6199 gals.).
 BV1180
 BV1180.The modeled gravity was interpolated from observed gravity values.
 BV1180
 BV1180;                    North         East    Units  Estimated Accuracy
 BV1180;SPC MS E     -   244,430.      245,810.      MT  (+/- 180 meters Scaled)
 BV1180
 BV1180                          SUPERSEDED SURVEY CONTROL
 BV1180
 BV1180  NGVD 29 (??/??/92)   71.397  (m)          234.24   (f) ADJ UNCH    2 2
 BV1180
 BV1180.Superseded values are not recommended for survey control.
 BV1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1180.See file dsdata.txt to determine how the superseded data were derived.
 BV1180
 BV1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA720100(NAD 83)
 BV1180_MARKER: DD = SURVEY DISK
 BV1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV1180_SP_SET: BRIDGE
 BV1180_STAMPING: GAGING STATION 234
 BV1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1180
 BV1180  HISTORY     - Date     Condition        Report By
 BV1180  HISTORY     - UNK      MONUMENTED       USGS
 BV1180  HISTORY     - 1975     GOOD             MSHD
 BV1180  HISTORY     - 1975     GOOD             MSHD
 BV1180
 BV1180                          STATION DESCRIPTION
 BV1180
 BV1180'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1180'10 MI ENE FROM COLLINS.
 BV1180'THE MARK IS LOCATED 10 MILES EAST-NORTHEAST OF COLLINS IN THE SOUTH
 BV1180'END OF THE WEST ABUTMENT OF THE U.S. HIGHWAY 84 BRIDGE OVER LEAF
 BV1180'RIVER, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 532, 0.45 MILE
 BV1180'WEST OF THE COVINGTON-JONES COUNTY LINE IN THE NORTHWEST 1/4 OF THE
 BV1180'NORTHEAST 1/4 OF SECTION 33, T 9N, R 14W.  IT IS 14 FEET SOUTH OF THE
 BV1180'CENTER OF HIGHWAY 84 SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 BV1180'ABUTMENT OF THE CONCRETE BRIDGE OVER LEAF RIVER AND IS ABOUT 2 FEET
 BV1180'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 BV1180'IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 10 MILES TO THE BRIDGE
 BV1180'AND THE MARK ON THE RIGHT.
 BV1180
 BV1180                          STATION RECOVERY (1975)
 BV1180
 BV1180'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV1180'THE MARK IS LOCATED 10 MILES EAST-NORTHEAST OF COLLINS IN THE SOUTH
 BV1180'END OF THE WEST ABUTMENT OF THE U.S. HIGHWAY 84 BRIDGE OVER LEAF
 BV1180'RIVER, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 532, 0.45 MILE
 BV1180'WEST OF THE COVINGTON-JONES COUNTY LINE IN THE NORTHWEST 1/4 OF THE
 BV1180'NORTHEAST 1/4 OF SECTION 33, T 9N, R 14W.  IT IS 14 FEET SOUTH OF THE
 BV1180'CENTER OF HIGHWAY 84 SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 BV1180'ABUTMENT OF THE CONCRETE BRIDGE OVER LEAF RIVER AND IS ABOUT 2 FEET
 BV1180'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE COURTHOUSE
 BV1180'IN COLLINS GO NORTHEAST ON U.S. HIGHWAY 84 FOR 10 MILES TO THE BRIDGE
 BV1180'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1960 ***********************************************************************
 BW1960  DESIGNATION -  GAGING STATION
 BW1960  PID         -  BW1960
 BW1960  STATE/COUNTY-  MS/LAWRENCE
 BW1960  USGS QUAD   -  MONTICELLO (1970)
 BW1960
 BW1960                         *CURRENT SURVEY CONTROL
 BW1960  ___________________________________________________________________
 BW1960* NAD 83(1986)-  31 33 12.     (N)    090 05 14.     (W)     SCALED    
 BW1960* NAVD 88     -        59.827  (meters)     196.28   (feet)  ADJUSTED  
 BW1960  ___________________________________________________________________
 BW1960  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW1960  DYNAMIC HT  -          59.755 (meters)     196.05  (feet)  COMP
 BW1960  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 BW1960
 BW1960  VERT ORDER  -  SECOND    CLASS II
 BW1960
 BW1960.The horizontal coordinates were scaled from a topographic map and have
 BW1960.an estimated accuracy of +/- 6 seconds.
 BW1960
 BW1960.The orthometric height was determined by differential leveling
 BW1960.and adjusted in May 1996.
 BW1960
 BW1960.The geoid height was determined by GEOID03.
 BW1960
 BW1960.The dynamic height is computed by dividing the NAVD 88
 BW1960.geopotential number by the normal gravity value computed on the
 BW1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1960.degrees latitude (g = 980.6199 gals.).
 BW1960
 BW1960.The modeled gravity was interpolated from observed gravity values.
 BW1960
 BW1960;                    North         East    Units  Estimated Accuracy
 BW1960;SPC MS W     -   227,650.      723,370.      MT  (+/- 180 meters Scaled)
 BW1960
 BW1960                          SUPERSEDED SURVEY CONTROL
 BW1960
 BW1960  NGVD 29 (??/??/92)   59.838  (m)          196.32   (f) ADJ UNCH    2 2
 BW1960
 BW1960.Superseded values are not recommended for survey control.
 BW1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1960.See file dsdata.txt to determine how the superseded data were derived.
 BW1960
 BW1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ765946(NAD 83)
 BW1960_MARKER: DD = SURVEY DISK
 BW1960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW1960_SP_SET: BRIDGE
 BW1960_STAMPING: GAGING STATION
 BW1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW1960
 BW1960  HISTORY     - Date     Condition        Report By
 BW1960  HISTORY     - UNK      MONUMENTED       USGS
 BW1960  HISTORY     - 1975     GOOD             MSHD
 BW1960
 BW1960                          STATION DESCRIPTION
 BW1960
 BW1960'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1960'1.05 MI E FROM MONTICELLO.
 BW1960'THE MARK IS LOCATED 1.05 MILES EAST OF MONTICELLO IN THE SOUTH END OF
 BW1960'THE EAST ABUTMENT OF THE U.S. HIGHWAY 84 BRIDGE OVER THE PEARL RIVER
 BW1960'IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23, T 7N, R 21W.
 BW1960'IT IS 14 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 40.5 FEET
 BW1960'NORTH-NORTHEAST OF A TELEPHONE CABLE POLE WITH A GUY WIRE SET IN A
 BW1960'DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE AND IS
 BW1960'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- TO REACH FROM THE
 BW1960'COURTHOUSE IN MONTICELLO GO EAST ON U.S. HIGHWAY 84 FOR 1.05 MILES TO
 BW1960'THE EAST END OF THE BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0705 ***********************************************************************
 DJ0705  DESIGNATION -  GAGING STATION
 DJ0705  PID         -  DJ0705
 DJ0705  STATE/COUNTY-  MS/NOXUBEE
 DJ0705  USGS QUAD   -  MACON (1982)
 DJ0705
 DJ0705                         *CURRENT SURVEY CONTROL
 DJ0705  ___________________________________________________________________
 DJ0705* NAD 83(1986)-  33 06 07.     (N)    088 33 41.     (W)     SCALED    
 DJ0705* NAVD 88     -        54.155  (meters)     177.67   (feet)  ADJUSTED  
 DJ0705  ___________________________________________________________________
 DJ0705  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ0705  DYNAMIC HT  -          54.095 (meters)     177.48  (feet)  COMP
 DJ0705  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 DJ0705
 DJ0705  VERT ORDER  -  FIRST     CLASS II
 DJ0705
 DJ0705.The horizontal coordinates were scaled from a topographic map and have
 DJ0705.an estimated accuracy of +/- 6 seconds.
 DJ0705
 DJ0705.The orthometric height was determined by differential leveling
 DJ0705.and adjusted in June 1991.
 DJ0705
 DJ0705.The geoid height was determined by GEOID03.
 DJ0705
 DJ0705.The dynamic height is computed by dividing the NAVD 88
 DJ0705.geopotential number by the normal gravity value computed on the
 DJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0705.degrees latitude (g = 980.6199 gals.).
 DJ0705
 DJ0705.The modeled gravity was interpolated from observed gravity values.
 DJ0705
 DJ0705;                    North         East    Units  Estimated Accuracy
 DJ0705;SPC MS E     -   399,380.      325,380.      MT  (+/- 180 meters Scaled)
 DJ0705
 DJ0705                          SUPERSEDED SURVEY CONTROL
 DJ0705
 DJ0705  NGVD 29 (??/??/92)   54.133  (m)          177.60   (f) ADJ UNCH    1 2
 DJ0705
 DJ0705.Superseded values are not recommended for survey control.
 DJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0705.See file dsdata.txt to determine how the superseded data were derived.
 DJ0705
 DJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB543636(NAD 83)
 DJ0705_MARKER: DD = SURVEY DISK
 DJ0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0705_SP_SET: ABUTMENT
 DJ0705_STAMPING: USGS GAGE
 DJ0705_MARK LOGO: USGS  
 DJ0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0705
 DJ0705  HISTORY     - Date     Condition        Report By
 DJ0705  HISTORY     - UNK      MONUMENTED       USGS
 DJ0705  HISTORY     - 1964     GOOD             MSHD
 DJ0705  HISTORY     - 1983     GOOD             NGS
 DJ0705
 DJ0705                          STATION DESCRIPTION
 DJ0705
 DJ0705'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0705'IN MACON.
 DJ0705'LOCATED IN THE NORTHWEST ABUTMENT OF THE NOXUBEE RIVER BRIDGE ON U.S.
 DJ0705'45 SOUTH OF MACON.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE
 DJ0705'IN THE LOWER NORTHWEST ABUTMENT OF THE NOXUBEE RIVER BRIDGE AT THE
 DJ0705'SOUTHERN CITY LIMITS OF MACON, 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DJ0705
 DJ0705                          STATION RECOVERY (1983)
 DJ0705
 DJ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0705'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.4 KM (0.25 MI) SOUTH ALONG
 DJ0705'U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN MACON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2733 ***********************************************************************
 BH2733  DESIGNATION -  GAINES
 BH2733  PID         -  BH2733
 BH2733  STATE/COUNTY-  MS/HANCOCK
 BH2733  USGS QUAD   -  HAASWOOD (1993)
 BH2733
 BH2733                         *CURRENT SURVEY CONTROL
 BH2733  ___________________________________________________________________
 BH2733* NAD 83(1993)-  30 21 04.16213(N)    089 38 31.64376(W)     ADJUSTED  
 BH2733* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BH2733  ___________________________________________________________________
 BH2733  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BH2733  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BH2733  HORZ ORDER  -  FIRST
 BH2733
 BH2733.The horizontal coordinates were established by classical geodetic methods
 BH2733.and adjusted by the National Geodetic Survey in May 1994.
 BH2733
 BH2733.The orthometric height was scaled from a topographic map.
 BH2733
 BH2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2733
 BH2733.The geoid height was determined by GEOID03.
 BH2733
 BH2733;                    North         East     Units Scale Factor Converg.
 BH2733;SPC MS E     -    94,624.292   222,241.691   MT  1.00002456   -0 24 31.3
 BH2733;SPC MS E     -   310,446.53    729,137.95   sFT  1.00002456   -0 24 31.3
 BH2733;SPC LA S     -   206,391.144 1,162,586.057   MT  0.99994436   +0 50 44.3
 BH2733;SPC LA S     -   677,134.94  3,814,251.09   sFT  0.99994436   +0 50 44.3
 BH2733;UTM  16      - 3,360,657.552   246,030.902   MT  1.00039580   -1 20 08.8
 BH2733
 BH2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2733!SPC MS E     -   1.00000331  x   1.00002456  =   1.00002787
 BH2733!SPC LA S     -   1.00000331  x   0.99994436  =   0.99994767
 BH2733!UTM  16      -   1.00000331  x   1.00039580  =   1.00039911
 BH2733
 BH2733|---------------------------------------------------------------------|
 BH2733| PID    Reference Object                     Distance      Geod. Az  |
 BH2733|                                                           dddmmss.s |
 BH2733| DD8821 GAINES RM 1                         129.540 METERS 07912     |
 BH2733| BH1208 PEARL RESET                         APPROX.11.7 KM 1672751.2 |
 BH2733| DD8823 GAINES RM 3                                        21001     |
 BH2733| DD8822 GAINES RM 2                          30.678 METERS 32658     |
 BH2733|---------------------------------------------------------------------|
 BH2733
 BH2733                          SUPERSEDED SURVEY CONTROL
 BH2733
 BH2733  NAD 83(1993)-  30 21 04.17300(N)    089 38 31.63928(W) AD(       ) 1
 BH2733  NAD 83(1986)-  30 21 04.17539(N)    089 38 31.63956(W) AD(       ) 1
 BH2733  NAD 27      -  30 21 03.48000(N)    089 38 31.42900(W) AD(       ) 1
 BH2733
 BH2733.Superseded values are not recommended for survey control.
 BH2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2733.See file dsdata.txt to determine how the superseded data were derived.
 BH2733
 BH2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4603160658(NAD 83)
 BH2733_MARKER: DS = TRIANGULATION STATION DISK
 BH2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2733+STABILITY: SURFACE MOTION
 BH2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2733+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 BH2733
 BH2733  HISTORY     - Date     Condition        Report By
 BH2733  HISTORY     - 1931     MONUMENTED       CGS
 BH2733  HISTORY     - 1935     GOOD             CGS
 BH2733  HISTORY     - 1952     GOOD             CGS
 BH2733  HISTORY     - 1959     GOOD             CGS
 BH2733  HISTORY     - 1969     MARK NOT FOUND   CGS
 BH2733  HISTORY     - 1972     GOOD             MSHD
 BH2733  HISTORY     - 20020211 GOOD             NGS
 BH2733
 BH2733                          STATION DESCRIPTION
 BH2733
 BH2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BH2733'ABOUT 10 MILES NORTHEAST OF SLIDELL, LA., ON EAST BANK OF PEARL
 BH2733'RIVER, IN VILLAGE OF
 BH2733'GAINESVILLE, ON HIGHEST PART OF FLAT-TOPPED BLUFF, ABOUT 150
 BH2733'YARDS NORTHEAST OF BOW IN
 BH2733'RIVER, 124 FEET WEST OF VILLAGE CHURCH, 173 FEET
 BH2733'NORTH OF UNPAVED STREET, AND 41 FEET
 BH2733'SOUTHEAST OF 2-FOOT PECAN TREE.  TO
 BH2733'REACH FROM BAY ST. LOUIS, GO WEST 14.7 MILES ON U.S.
 BH2733'ROUTE 90 TO LOGTOWN Y,
 BH2733'CONTINUE NORTHWEST 4.6 MILES ON ROUTE 90 TO THIRD DIRT ROAD LEADING
 BH2733'WEST, AND FOLLOW 1-3/4
 BH2733'MILES TO GAINESVILLE.  SURFACE AND UNDERGROUND MARKS ARE
 BH2733'STANDARD STATION DISKS IN CONCRETE,
 BH2733'SURFACE MARK PROJECTS
 BH2733'5 INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE
 BH2733'DISKS IN CONCRETE
 BH2733'NO. 1 PROJECTS 3 INCHES, ON CENTER OF WEST SIDE OF VACANT
 BH2733'SQUARE, ABOUT 200
 BH2733'FEET NORTH OF MR. FEAZELS RESIDENCE, 170 FEET NORTH OF AND 14
 BH2733'FEET EAST OF CENTER LINES OF
 BH2733'UNPAVED STREETS, AND APPROXIMATELY 425 FEET
 BH2733'FROM STATION N 79 DEG 11 MIN 50 SEC E.
 BH2733'NO. 2 PROJECTS 3 INCHES,
 BH2733'ON SOUTH EDGE OF GROWTH OF SMALL PINE TREES, 142 FEET NORTHWEST OF
 BH2733'NORTHWEST CORNER OF
 BH2733'CHURCH, 77.5 FEET WEST OF SOUTHWEST CORNER OF VACANT PLOT NORTH OF
 BH2733'CHURCH, AND 100.66 FEET FROM
 BH2733'STATION N 33 DEG 02 MIN W.
 BH2733
 BH2733                          STATION RECOVERY (1935)
 BH2733
 BH2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2733'RECOVERED AS DESCRIBED, STATION AND REFERENCE MARKS IN GOOD
 BH2733'CONDITION.  AN
 BH2733'ADDITIONAL REFERENCE MARK, NO. 3, WAS ESTABLISHED.  THE STATION IS
 BH2733'TEN MILES NORTHEAST OF
 BH2733'SLIDELL, LA., IN SMALL VILLAGE OF GAINESVILLE ON EAST BANK OF
 BH2733'PEARL RIVER, ON PROPERTY OF
 BH2733'L.K. NICKERSON OF NEW ORLEANS, IN A GROVE IN
 BH2733'REAR OF BAPTIST CHURCH, 123-1/2 FEET
 BH2733'WEST-SOUTHWEST OF SOUTHWEST CORNER OF
 BH2733'CHURCH, ABOUT 150 YARDS NORTHEAST OF WHERE THE RIVER
 BH2733'MAKES A BOW, AND 41
 BH2733'FEET SOUTHEAST OF A 24-INCH PIG-CHESTNUT TREE.
 BH2733'
 BH2733'TO REACH FROM TRAFFIC LIGHT AT RAILROAD DEPOT IN PICAYUNE,
 BH2733'MISSISSIPPI, GO SOUTH
 BH2733'ON U.S. HIGHWAY 11 FOR 7.5 MILES AND KEEP LEFT ON U.S. HIGHWAY 90
 BH2733'AT INTERSECTION,
 BH2733'CONTINUE SOUTH 3.7 MILES AND TURN RIGHT ON DIRT T-ROAD FOR
 BH2733'2.7 MILES TO BAPTIST CHURCH IN
 BH2733'GAINESVILLE, AND STATION.
 BH2733'
 BH2733'REFERENCE MARK NO. 1, USED AS AN AZIMUTH MARK, IS EAST OF STATION,
 BH2733'ON PROPERTY OF JOE
 BH2733'JONES, 18 FEET NORTHEAST OF CENTER LINE OF DIRT ROAD
 BH2733'RUNNING APPROXIMATELY
 BH2733'NORTHWEST-SOUTHEAST, ABOUT 240 FEET NORTHWEST OF THE
 BH2733'FEAZEL RESIDENCE, AND 28 FEET
 BH2733'SOUTH-SOUTHWEST OF 6-INCH PINE.
 BH2733'
 BH2733'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, AND 8 FEET
 BH2733'SOUTH-SOUTHEAST OF
 BH2733'6-INCH PINE.
 BH2733'
 BH2733'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION ON EDGE OF GRASSY BANK,
 BH2733'21 FEET
 BH2733'WEST-NORTHWEST OF 4-INCH PINE, AND 21 FEET SOUTHEAST OF LEANING
 BH2733'PIG-CHESTNUT TREE.
 BH2733'
 BH2733'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 BH2733'
 BH2733'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2733
 BH2733                          STATION RECOVERY (1952)
 BH2733
 BH2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2733'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  COMPLETE
 BH2733'NEW DESCRIPTION
 BH2733'FOLLOWS-
 BH2733'
 BH2733'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 BH2733'604 IN PEARLINGTON, GO
 BH2733'N ON STATE HIGHWAY 604 FOR 5.0 MILES TO INTERSECTION WITH
 BH2733'STATE HIGHWAY 43, CONTINUE N ON
 BH2733'STATE HIGHWAY 43 FOR 5.0 MILES TO A T-ROAD
 BH2733'W, THENCE W (LEFT) ON T-ROAD FOR 1.8 MILES TO A
 BH2733'T-ROAD NW (RIGHT) IN
 BH2733'GAINESVILLE, GO NW (RIGHT) ON T-ROAD FOR 0.1 MILE TO OLD ABANDONED
 BH2733'CHURCH ON LEFT AND
 BH2733'STATION WHICH IS 125 FEET SW OF ENTRANCE TO OLD CHURCH AND 11 FEET
 BH2733'NE OF AN 18-INCH PINE TREE.
 BH2733'
 BH2733'STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 BH2733'PROJECTING 4 INCHES ABOVE
 BH2733'GROUND AND IS STAMPED GAINES 1931.
 BH2733'
 BH2733'R.M. 1 IS 61 FEET W OF THE W CORNER OF A SMALL WHITE HOUSE, 45 FEET N
 BH2733'OF THE CENTER LINE
 BH2733'OF INTERSECTION OF ROAD AND DRIVE TO SMALL WHITE HOUSE,
 BH2733'AND 7.5 FEET E OF 10-INCH PINE TREE,
 BH2733'ABOUT 425 FEET FROM STATION.  IT IS A
 BH2733'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 BH2733'PROJECTING 4 INCHES
 BH2733'ABOVE GROUND AND IS STAMPED NO 1 1931.
 BH2733'
 BH2733'R.M. 2 IS 100.65 FEET FROM STATION, 23 FEET NW OF CENTER LINE OF A
 BH2733'WOODS ROAD, AND 7
 BH2733'FEET SE OF A 14-INCH PINE TREE.  IT IS A STANDARD DISK SET IN
 BH2733'A SQUARE CONCRETE MONUMENT
 BH2733'PROJECTING 4 INCHES ABOVE GROUND AND IS STAMPED
 BH2733'NO 2 1931.
 BH2733'
 BH2733'R.M. 3 IS 132.55 FEET SW OF STATION, 9 FEET N OF A GROUP OF MYRTLE
 BH2733'TREES, AND IN THE SE
 BH2733'CORNER OF A SLOPING BANK.  IT IS A STANDARD DISK SET IN A
 BH2733'ROUND CONCRETE MONUMENT
 BH2733'PROJECTING 10 INCHES ABOVE GROUND AND IS
 BH2733'STAMPED NO 3 1935.
 BH2733
 BH2733                          STATION RECOVERY (1959)
 BH2733
 BH2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2733'THE STATION WAS VISITED 3-17-59 AND ALL MARKS WERE FOUND IN GOOD
 BH2733'CONDITION.  THE
 BH2733'ABANDONED CHURCH MENTION IN PREVIOUS DESCRIPTIONS HAS BEEN
 BH2733'TORN DOWN AND A NEW CHURCH BUILT
 BH2733'ABOUT 200 YARDS NORTHEAST OF THE STATION
 BH2733'IN THE NORTHEAST ANGLE OF A T INTERSECTION.  THE
 BH2733'AREA AROUND THE
 BH2733'STATION HAS GROWN UP IN TIMBER AND UNDERBRUSH.  A NEW DESCRIPTION
 BH2733'FOLLOWS-
 BH2733'
 BH2733'THE STATION IS LOCATED AT THE VILLAGE OF GAINESVILLE, 10 MILES
 BH2733'NORTHEAST OF SLIDELL OR
 BH2733'THE EAST BANK OF THE PEARL RIVER, ABOUT 150 YARDS NORTH OF A
 BH2733'BEND IN THE RIVER AND ABOUT
 BH2733'200 YARDS SOUTHWEST OF THE PRESENT GAINESVILLE
 BH2733'BAPTIST CHURCH.  IT IS 77 FEET SOUTHEAST OF A
 BH2733'DIM ROAD, 75 FEET SOUTHWEST
 BH2733'OF A 3-FOOT BURLEY CEDAR TREE, 40 FEET SOUTHEAST OF A 3-FOOT OAK
 BH2733'TREE, 100 FEET
 BH2733'WEST-SOUTHWEST OF THE CENTER OF A GRADED STREET (NOW GROWN UP IN
 BH2733'BRUSH), 3 FEET
 BH2733'NORTHWEST OF A 6-INCH PINE TREE AND 1 FOOT NORTH OF A METAL
 BH2733'WITNESS POST BEARING A WHITE
 BH2733'SIGN.  IT IS A STANDARD DISK, STAMPED GAINES
 BH2733'1931, PROJECTING 4 INCHES.
 BH2733'
 BH2733'REFERENCE MARK NO. 1 (USED AS THE AZIMUTH MARK) IS 425 FEET EAST OF
 BH2733'THE STATION, 41 FEET
 BH2733'NORTH-NORTHEAST OF THE CENTER OF A BLACK TOP ROAD,
 BH2733'61 FEET WEST-SOUTHWEST OF THE
 BH2733'SOUTHWEST CORNER OF A SMALL HOUSE WITH A TIN
 BH2733'ROOF, 24 FEET WEST OF A DRIVEWAY LEADING TO THE
 BH2733'ABOVE MENTIONED HOUSE, 8
 BH2733'FEET EAST OF AN 18-INCH PINE TREE, AND 61 PACES WEST-NORTHWEST OF
 BH2733'A T-INTERSECTION
 BH2733'OF THE BLACK TOP ROADS AT THE GAINESVILLE GROCERY MARKET.  IT
 BH2733'IS A STANDARD DISK, STAMPED,
 BH2733'GAINES NO 1 1931, PROJECTING 3 INCHES.
 BH2733'THIS MARK IS NOT VISIBLE FROM THE
 BH2733'STATION.
 BH2733'
 BH2733'REFERENCE MARK NO. 2 IS 100.65 FEET NORTH-NORTHWEST OF THE STATION,
 BH2733'24 FEET NORTHWEST OF
 BH2733'THE CENTER OF A DIM ROAD, AND 8 FEET SOUTHEAST OF A
 BH2733'2-FOOT PINE TREE.  IT IS A STANDARD
 BH2733'DISK, STAMPED
 BH2733'GAINES NO 2 1931, PROJECTING 3 INCHES.
 BH2733'
 BH2733'REFERENCE MARK NO. 3 IS 132.54 FEET SOUTHWEST OF THE STATION ON THE
 BH2733'SOUTHWEST SLOPE OF
 BH2733'THE BANK, NEAR A DEFINATE 2-FOOT DROP OFF IN THE BANK, 9
 BH2733'FEET NORTH OF A GROUP OF MYRTLE
 BH2733'TREES, 50 FEET SOUTHEAST OF ANOTHER GROUP
 BH2733'OF MYRTLE TREES, AND 56 FEET SOUTH-SOUTHEAST OF A
 BH2733'3-FOOT TWISTED CEDAR
 BH2733'TREE.  IT IS A STANDARD DISK, STAMPED GAINES NO 3 1935, PROJECTING
 BH2733'10 INCHES.
 BH2733'
 BH2733'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO SOUTH ON
 BH2733'U.S.  HIGHWAY 11 FOR
 BH2733'7.55 MILES TO THE JUNCTION WITH STATE HIGHWAY 43, KEEP
 BH2733'STRAIGHT AHEAD ON STATE HIGHWAY
 BH2733'43 (U.S. HIGHWAY 11 BEARS RIGHT), FOR
 BH2733'3.7 MILES TO A SIDE ROAD LEADING SOUTHWEST, TURN
 BH2733'RIGHT AND GO SOUTHWEST FOR
 BH2733'2.65 MILES TO A T INTERSECTION AND THE GAINESVILLE BAPTIST CHURCH
 BH2733'IN THE NORTHEAST
 BH2733'ANGLE.  KEEP STRAIGHT AHEAD ON A DIM WOODS ROAD FOR ABOUT 50
 BH2733'YARDS TO A FORK IN THE TRACK
 BH2733'ROAD AND THE STATION ABOUT 150 FEET SOUTHWEST
 BH2733'OF THE FORKS.
 BH2733
 BH2733                          STATION RECOVERY (1969)
 BH2733
 BH2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WHS)
 BH2733'AN EXTENSIVE SEARCH WAS MADE BY TWO MEN ASSISTED BY A CORPS
 BH2733'OF ENGINEERS EMPLOYEE, WHO HAD USED THE STATION, AND IT COULD
 BH2733'NOT BE FOUND.  HURRICANE CAMILLE DID A LOT OF DAMAGE TO THE
 BH2733'TREES IN THE AREA, MANY OF THEM BEING BLOWN DOWN IN PILES.  RIGHT
 BH2733'WHERE THE STATION MARK IS DESCRIBED TO BE, APPROXIMATELY SIX
 BH2733'LARGE TREES ARE DOWN.  THE AZIMUTH MARK WAS FOUND AND THE
 BH2733'STATION MARK IS BELIEVED TO EXIST.  IT IS ON THE NASA
 BH2733'MISSISSIPPI TEST FACILITY PROPERTY AND IF THE TANGLE OF TREES
 BH2733'AND BRUSH IS EVER CLEARED AWAY THE STATION COULD PROBABLY
 BH2733'BE FOUND.
 BH2733
 BH2733                          STATION RECOVERY (1972)
 BH2733
 BH2733'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2733'THE STATION WAS VISITED 7-26-72 AND THE STATION MARK RM NO 1,
 BH2733'RM NO 2, AND RM NO 3 WERE FOUND IN GOOD CONDITION.  SINCE THE
 BH2733'1959 DESCRIPTION THE AREA AROUND THE STATION HAS BEEN TAKEN
 BH2733'OVER BY NASA AND ALL THE BUILDINGS HAVE BEEN DEMOLISHED.  THE
 BH2733'STATION IS LOCATED NEAR THE FORMER SITE OF THE VILLAGE OF
 BH2733'GAINESVILLE, 10 MILES NORTHEAST OF SLIDELL, LOUISIANA.  7.2
 BH2733'MILES NORTH-NORTHWEST OF PEARLINGTON, 18.5 MILES NORTHWEST OF
 BH2733'BAY ST. LOUIS, 12.3 MILES SOUTH-SOUTHEAST OF PICAYUNE ABOUT
 BH2733'150 YARDS NORTH OF A BEND IN THE PEARL RIVER.  IT IS 77 FEET
 BH2733'SOUTHEAST OF A DIM ROAD, 75 FEET SOUTHWEST OF A 3 FOOT
 BH2733'BURLEY CEDAR TREE, 100 FEET WEST-SOUTHWEST OF THE CENTER OF
 BH2733'A TRACK ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2733'
 BH2733'IT IS A TRIANGULATION DISK, STAMPED GAINES 1931 PROJECTING
 BH2733'4 INCHES.
 BH2733'
 BH2733'REFERENCE MARK NO 1 IS (USED AS THE AZIMUTH MARK) 425 FEET
 BH2733'EAST OF THE STATION.  IT IS 177 FEET NORTHWEST OF THE CENTER
 BH2733'OF LOWER GAINSVILLE ROAD, 383 FEET SOUTHEAST OF THE CENTER
 BH2733'OF A T INTERSECTION, 40 FEET NORTHEAST OF THE CENTER OF
 BH2733'UPPER GAINSVILLE ROAD, AND 1 FOOT SOUTHWEST OF A METAL
 BH2733'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED NO 1 GAINES
 BH2733'1931 PROJECTING 1 INCH.
 BH2733'
 BH2733'REFERENCE MARK NO 2 IS 100.65 FEET NORTH-NORTHWEST OF THE
 BH2733'STATION.  IT IS 25 FEET NORTHWEST OF A POINT ON THE EXTENSION
 BH2733'OF A BLACK TOP ROAD, 316 FEET SOUTHWEST OF THE CENTER OF
 BH2733'UPPER GAINSVILLE ROAD, 186 FEET SOUTHWEST OF A 5 FOOT OAK,
 BH2733'296 FEET SOUTHWEST OF POLE NO N 15 N3 AND 1 FOOT SOUTH-SOUTHEAST
 BH2733'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BH2733'NO 2 GAINES 1931 PROJECTING 3 INCHES.
 BH2733'
 BH2733'REFERENCE MARK NO 3 IS 132.54 FEET SOUTHWEST OF THE STATION
 BH2733'ON THE SOUTHWEST SLOPE OF THE BANK, NEAR A DEFINATE 2 FOOT
 BH2733'DROP OFF IN THE BANK, 9 FEET NORTH OF A GROUP OF MYRTLE TREES,
 BH2733'50 FEET SOUTHEAST OF ANOTHER GROUP OF MYRTLE TREES, 56 FEET
 BH2733'SOUTH-SOUTHEAST OF A 3 FOOT TWISTED CEDAR TREE AND 1 FOOT
 BH2733'NORTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BH2733'STAMPED GAINES NO 3 1935 PROJECTING 10 INCHES.
 BH2733'
 BH2733'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER
 BH2733'ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR
 BH2733'11.9 MILES TO THE JUNCTION OF STATE HIGHWAY 607.  CONTINUE WEST
 BH2733'ON STATE HIGHWAY 607 FOR 4.75 MILES TO THE JUNCTION OF STATE
 BH2733'HIGHWAY 604.  CONTINUE NORTHWEST ON STATE HIGHWAY 607 FOR 1.2
 BH2733'MILES TO THE I-10 OVERPASS.  CONTINUE NORTHWEST ON STATE HIGHWAY
 BH2733'607 FOR 2.75 MILES TO A BRIDGE OVER A CANAL ABOUT 100 YARDS
 BH2733'BEYOND A GATE TO THE NASA MISSILE SITE.  CONTINUE NORTHWEST
 BH2733'ON STATE HIGHWAY 607 FOR 0.9 MILES TO A CROSSROAD.  TURN LEFT
 BH2733'AND GO WEST ON ROAD H FOR 0.35 MILES TO A T INTERSECTION.
 BH2733'TURN LEFT AND GO SOUTH ON ROAD E CROSSING A RAILROAD TRACK FOR
 BH2733'0.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO WEST ON
 BH2733'LOWER GAINSVILLE ROAD FOR 0.75 MILES TO A SIDE ROAD
 BH2733'RIGHT.  TURN RIGHT AND GO NORTHWEST ON UPPER GAINSVILLE ROAD
 BH2733'FOR 177 FEET TO RM NO 1 ON THE RIGHT.  CONTINUE NORTHWEST ON
 BH2733'UPPER GAINSVILLE ROAD FOR 383 FEET TO A SIDE ROAD RIGHT AND
 BH2733'A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON A
 BH2733'TRACK ROAD FOR 316 FEET TO RM NO 2 ON THE RIGHT.
 BH2733
 BH2733                          STATION RECOVERY (2002)
 BH2733
 BH2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BH2733'RECOVERY AS PER 1972 NOTES.  NASA FACILITY IS CALLED JOHN STENNIS
 BH2733'SPACE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2228 ***********************************************************************
 BW2228  DESIGNATION -  GALLATIN
 BW2228  PID         -  BW2228
 BW2228  STATE/COUNTY-  MS/COPIAH
 BW2228  USGS QUAD   -  HAZLEHURST (1963)
 BW2228
 BW2228                         *CURRENT SURVEY CONTROL
 BW2228  ___________________________________________________________________
 BW2228* NAD 83(1993)-  31 50 19.09719(N)    090 27 52.75998(W)     ADJUSTED  
 BW2228* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BW2228  ___________________________________________________________________
 BW2228  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BW2228  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW2228  HORZ ORDER  -  THIRD
 BW2228
 BW2228.The horizontal coordinates were established by classical geodetic methods
 BW2228.and adjusted by the National Geodetic Survey in May 1994.
 BW2228
 BW2228.The orthometric height was scaled from a topographic map.
 BW2228
 BW2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2228
 BW2228.The geoid height was determined by GEOID03.
 BW2228
 BW2228;                    North         East     Units Scale Factor Converg.
 BW2228;SPC MS W     -   259,265.032   687,569.885   MT  0.99995190   -0 04 09.4
 BW2228;SPC MS W     -   850,605.36  2,255,802.20   sFT  0.99995190   -0 04 09.4
 BW2228;UTM  15      - 3,525,351.672   739,930.268   MT  1.00031003   +1 20 17.2
 BW2228
 BW2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2228!SPC MS W     -   0.99998697  x   0.99995190  =   0.99993888
 BW2228!UTM  15      -   0.99998697  x   1.00031003  =   1.00029700
 BW2228
 BW2228|---------------------------------------------------------------------|
 BW2228| PID    Reference Object                     Distance      Geod. Az  |
 BW2228|                                                           dddmmss.s |
 BW2228| CY3620 GALLATIN RM 3                        21.633 METERS 05028     |
 BW2228| CY3617 GALLATIN AZ MK                                     0521403.0 |
 BW2228| CY3618 GALLATIN RM 1                        27.982 METERS 12250     |
 BW2228| BW2226 WILSON LOOKOUT TOWER                APPROX. 2.7 KM 1404816.6 |
 BW2228| CY3619 GALLATIN RM 2                        27.982 METERS 22255     |
 BW2228| CY3621 GALLATIN RM 4                        31.327 METERS 23028     |
 BW2228|---------------------------------------------------------------------|
 BW2228
 BW2228                          SUPERSEDED SURVEY CONTROL
 BW2228
 BW2228  NAD 83(1986)-  31 50 19.11188(N)    090 27 52.75576(W) AD(       ) 3
 BW2228  NAD 27      -  31 50 18.53400(N)    090 27 52.41800(W) AD(       ) 3
 BW2228
 BW2228.Superseded values are not recommended for survey control.
 BW2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2228.See file dsdata.txt to determine how the superseded data were derived.
 BW2228
 BW2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR3993025352(NAD 83)
 BW2228_MARKER: DS = TRIANGULATION STATION DISK
 BW2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2228
 BW2228  HISTORY     - Date     Condition        Report By
 BW2228  HISTORY     - 1948     MONUMENTED       CGS
 BW2228  HISTORY     - 1955     GOOD             CGS
 BW2228  HISTORY     - 1965     GOOD             MSHD
 BW2228  HISTORY     - 1966     GOOD             CGS
 BW2228  HISTORY     - 1970     GOOD             MSSU
 BW2228
 BW2228                          STATION DESCRIPTION
 BW2228
 BW2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2228'STATION IS LOCATED ABOUT 4.25 MILES WEST-SOUTHWEST OF HAZLEHURST
 BW2228'IN A SMALL TRIANGULAR PLOT OF GROUND FORMED BY A HIGHWAY CUT AND
 BW2228'TWO TRACK ROADS, 70 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 BW2228'HIGHWAY 20, 53 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD,
 BW2228'15 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, AND 13.5
 BW2228'FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 BW2228'AND THE DISK IS STAMPED GALLATIN 1948.
 BW2228'
 BW2228'REFERENCE MARK NO. 1 IS 91.80 FEET SOUTHEAST OF THE STATION,
 BW2228'76 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, AND 12 FEET
 BW2228'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE
 BW2228'DISK IS STAMPED GALLATIN NO 1 1948.
 BW2228'
 BW2228'REFERENCE MARK NO. 2 IS 91.80 FEET SOUTHWEST OF THE STATION,
 BW2228'50 FEET NORTHWEST OF THE WIRE FENCE, 35 FEET SOUTHWEST OF THE
 BW2228'CENTERLINE OF A TRACK ROAD, AND 30 FEET NORTHWEST OF THE
 BW2228'CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS 8 INCHES,
 BW2228'AND THE DISK IS STAMPED GALLATIN NO 2 1948.
 BW2228'
 BW2228'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHEAST OF THE
 BW2228'STATION, 0.15 MILE NORTHEAST OF A CROSSROAD, 50 FEET NORTHWEST
 BW2228'OF THE CENTERLINE OF STATE HIGHWAY NO. 20, 3 FEET SOUTHWEST
 BW2228'OF A CONCRETE R O W POST, AND 2 FEET SOUTHWEST OF A WITNESS
 BW2228'POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BW2228'GALLATIN 1948.
 BW2228'
 BW2228'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 BW2228'STATE HIGHWAY 20 IN HAZLEHURST, GO WEST-SOUTHWESTERLY ON
 BW2228'STATE HIGHWAY 20 FOR 4.1 MILES TO THE AZIMUTH MARK ON THE
 BW2228'RIGHT.  CONTINUE ON NO. 20 FOR 0.35 MILE TO THE STATION ON
 BW2228'THE LEFT.
 BW2228'
 BW2228'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2228
 BW2228                          STATION RECOVERY (1955)
 BW2228
 BW2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2228'THE STATION WAS VISITED 10-11-55 AND THE AZIMUTH MARK, REFERENCE
 BW2228'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 BW2228'THE SURFACE MARK WAS FOUND CHIPPED ON TWO SIDES.  THE MARK
 BW2228'WAS REENFORCED WITH CONCRETE.  THE MEASUREMENTS TO THE REFERENCE
 BW2228'MARKS CHECKED WITH THE 1948 MEASUREMENTS.  THE ORIGINAL
 BW2228'DESCRIPTION IS ADEQUATE WITH A CORRECTED TO REACH WHICH
 BW2228'FOLLOWS--
 BW2228'
 BW2228'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST GO
 BW2228'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2228'STATE HIGHWAY 20, TURN LEFT ON STATE HIGHWAY 20 AND GO 3.0
 BW2228'MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.1 MILE
 BW2228'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.35 MILE
 BW2228'TO THE STATION MARK ON THE LEFT ON A 20 FOOT CUT BANK.
 BW2228
 BW2228                          STATION RECOVERY (1965)
 BW2228
 BW2228'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2228'THE STATION WAS VISITED 12-1-65 AND THE STATION AND AZIMUTH
 BW2228'MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 WAS NOT FOUND.
 BW2228'R.M. 2 HAD BEEN DESTROYED AND THE DISK RECLAIMED.
 BW2228'
 BW2228'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE FRONT
 BW2228'ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN HAZLEHURST,
 BW2228'GO NORTH FOR .35 MILES TO HIGHWAY 28.  TURN LEFT ON HIGHWAY
 BW2228'28 AND GO 0.95 MILES TO A CONCRETE BRIDGE OVER HIGHWAY 55.
 BW2228'CONTINUE FOR 3.25 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE
 BW2228'FOR 0.35 MILES TO THE WEST ENTRANCE TO A SAW MILL AND THE
 BW2228'STATION ON THE LEFT.
 BW2228'
 BW2228'STATION DISK IS STAMPED GALLATIN (1948) AND PROJECTS 4 INCHES.
 BW2228'IT IS 51 FEET WEST OF WEST ENTRANCE DRIVE TO SAW MILL, 31.6
 BW2228'FEET NORTHWEST OF A POWER POLE WITH A SINGLE TRANSFORMER,
 BW2228'17.80 FEET SOUTH OF A POWER POLE WITH A BRACE AND 1.5 FEET
 BW2228'SOUTH OF A METAL WITNESS POST.
 BW2228'
 BW2228'AZIMUTH MARK IS APPROXIMATELY 100 YARDS WEST OF A ROADSIDE
 BW2228'PARK, 51 FEET WEST OF THE CENTER OF HIGHWAY 28, 3 FEET WEST
 BW2228'OF A ROW MARKER, 1.5 FEET EAST OF A METAL WITNESS POST AND 1
 BW2228'FOOT WEST OF A FENCE CORNER, IS STAMPED GALLATIN (1948) AND
 BW2228'PROJECTS 4 INCHES.
 BW2228
 BW2228                          STATION RECOVERY (1966)
 BW2228
 BW2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2228'THE STATION WAS RECOVERED 10-12-66 AND STATION AND AZIMUTH
 BW2228'MARKS WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 AND R.M. NO. 2
 BW2228'WERE FOUND DESTROYED AND DISKS RECLAIMED.  R.M. NO. 3 AND
 BW2228'R.M. NO. 4 WERE ESTABLISHED AT THIS DATE.  R.M. 3 AND R.M. 4
 BW2228'ARE SET IN LINE WITH EAST OTHER AND THE STATION.  A SAW MILL
 BW2228'IS NOW IN OPERATION SOUTHEAST OF THE STATION.  A NEW DESCRIPTION
 BW2228'FOLLOWS--
 BW2228'
 BW2228'THE STATION IS LOCATED ABOUT 4.25 MILES SWS OF HAZELHURST
 BW2228'ON THE SOUTH SIDE OF STATE HIGHWAY 28, AT A SAWMILL SITE
 BW2228'AND HOME OF MR. DAVIS, IN A TRIANGULAR PLOT OF GROUND FORMED
 BW2228'BY TWO TRACK ROADS AND STATE HIGHWAY 28, 69 FT. SE OF CENTERLINE
 BW2228'OF STATE HIGHWAY 28, 18 FT. SE OF TELEPHONE POLE, 31 FT. W
 BW2228'OF A POWER POLE WITH TRANSFORMER, 141 FT. SW OF MR. DAVISS
 BW2228'HOUSE (NW CORNER), 28 FT. SE OF PROJECTED PLANE OF NORTHWEST
 BW2228'WALL OF MR. DAVISS HOUSE, 56 FT. SSW OF CENTERLINE OF DRIVEWAY
 BW2228'TO SAWMILL, 51 FT. NNE OF CENTERLINE OF SOUTHWEST DRIVEWAY
 BW2228'TO SAWMILL, 1 FT. NNW OF METAL WITNESS POST, 32 FT. SW OF
 BW2228'24-INCH PINE TREE, ABOUT 10 FEET ABOVE LEVEL OF ROAD, IT
 BW2228'IS A STANDARD DISK STAMPED GALLATIN 1948, PROJECTING
 BW2228'4-INCHES.
 BW2228'
 BW2228'R.M. NO. 3 IS LOCATED 70.97 FT. NNE OF STATION, 61 FT. SE OF
 BW2228'CENTERLINE OF STATE HIGHWAY 28, 14 FT. E OF CENTERLINE OF E
 BW2228'DRIVEWAY TO SAWMILL, 69 FT. W OF NW CORNER OF HOUSE.  IT IS
 BW2228'A STANDARD DISK STAMPED GALLATIN 1948, NO 3 1966, PROJECTING
 BW2228'4-INCHES.
 BW2228'
 BW2228'R.M. NO. 4 IS LOCATED 102.78 FT. SSW OF STATION AND IN LINE
 BW2228'WITH R.M. NO. 3, 84 FT. NE OF A FENCE LINE, 78 FT. SSE OF
 BW2228'CENTERLINE OF STATE HIGHWAY 28, 53 FT. SW OF CENTERLINE OF W
 BW2228'DRIVEWAY TO SAWMILL, 2 FT. NNW OF METAL WITNESS POST.  IT
 BW2228'IS A STANDARD DISK STAMPED GALLATIN 1948 NO 4 1966, PROJECTING
 BW2228'4-INCHES.
 BW2228'
 BW2228'THE AZIMUTH MARK IS LOCATED 0.3 MILE NNE OF STATION ABOUT 100
 BW2228'YARDS WEST OF A ROAD SIDE PARK AT A JAG IN A FENCE LINE,
 BW2228'51 FT. NW OF CENTER OF HIGHWAY, 3 FT. NW OF RIGHT OF WAY
 BW2228'MARKER, 1.5 FT. E OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2228'DISK STAMPED GALLATIN 1948, PROJECTING 6-INCHES, ABOUT 6 FT.
 BW2228'ABOVE LEVEL OF HIGHWAY.
 BW2228'
 BW2228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BW2228'28 AND U.S. HIGHWAY 51 ABOUT 0.7 MILE NORTH OF HAZELHURST,
 BW2228'GO SW ON STATE HIGHWAY 28 FOR 0.85 MILE TO THE OVERPASS ON
 BW2228'I-55, CONTINUE SW FOR 3.25 MILES TO THE AZIMUTH MARK ON THE
 BW2228'RIGHT, CONTINUE SOUTHWEST FOR 0.35 MILE TO THE STATION ON
 BW2228'THE LEFT.
 BW2228'
 BW2228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.25 MILES
 BW2228'WSW OF HAZELHURST
 BW2228
 BW2228                          STATION RECOVERY (1970)
 BW2228
 BW2228'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (JBM)
 BW2228'GALLATIN 1948 (STA)-GOOD
 BW2228'
 BW2228'GALLATIN 1948 NO. 3 1966-GOOD
 BW2228'
 BW2228'GALLATIN 1948 NO 4 1966-GOOD
 BW2228'
 BW2228'GALLATIN 1948 (AZ)-GOOD
 BW2228'
 BW2228'1966 DESCRIPTION BY A.K.H. IS CORRECT AND ADEQUATE WITH THE
 BW2228'FOLLOWING EXCEPTION.
 BW2228'
 BW2228'(1) R.M. NO. 4 IS 24 FT NE OF FENCELINE INSTEAD OF 84 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0174 ***********************************************************************
 BW0174  DESIGNATION -  GALLMAN
 BW0174  PID         -  BW0174
 BW0174  STATE/COUNTY-  MS/COPIAH
 BW0174  USGS QUAD   -  GALLMAN (1963)
 BW0174
 BW0174                         *CURRENT SURVEY CONTROL
 BW0174  ___________________________________________________________________
 BW0174* NAD 83(1993)-  31 57 12.16253(N)    090 22 52.46158(W)     ADJUSTED  
 BW0174* NAVD 88     -       143.652  (meters)     471.30   (feet)  ADJUSTED  
 BW0174  ___________________________________________________________________
 BW0174  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BW0174  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0174  DYNAMIC HT  -         143.481 (meters)     470.74  (feet)  COMP
 BW0174  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BW0174
 BW0174  HORZ ORDER  -  FIRST
 BW0174  VERT ORDER  -  FIRST     CLASS I
 BW0174
 BW0174.The horizontal coordinates were established by classical geodetic methods
 BW0174.and adjusted by the National Geodetic Survey in May 1994.
 BW0174
 BW0174.The orthometric height was determined by differential leveling
 BW0174.and adjusted in June 1991.
 BW0174
 BW0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0174
 BW0174.The geoid height was determined by GEOID03.
 BW0174
 BW0174.The dynamic height is computed by dividing the NAVD 88
 BW0174.geopotential number by the normal gravity value computed on the
 BW0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0174.degrees latitude (g = 980.6199 gals.).
 BW0174
 BW0174.The modeled gravity was interpolated from observed gravity values.
 BW0174
 BW0174;                    North         East     Units Scale Factor Converg.
 BW0174;SPC MS W     -   271,980.868   695,471.149   MT  0.99995025   -0 01 31.3
 BW0174;SPC MS W     -   892,323.90  2,281,724.93   sFT  0.99995025   -0 01 31.3
 BW0174;UTM  15      - 3,538,262.967   747,519.213   MT  1.00035564   +1 23 11.9
 BW0174
 BW0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0174!SPC MS W     -   0.99998156  x   0.99995025  =   0.99993181
 BW0174!UTM  15      -   0.99998156  x   1.00035564  =   1.00033719
 BW0174
 BW0174|---------------------------------------------------------------------|
 BW0174| PID    Reference Object                     Distance      Geod. Az  |
 BW0174|                                                           dddmmss.s |
 BW0174| BW0175 GALLMAN RM 1                         23.694 METERS 01755     |
 BW0174| BW0176 GALLMAN AZ MK                                      0180716.3 |
 BW0174| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX. 4.0 KM 0311314.7 |
 BW0174| CS8776 MICROWAVE MAST                                     1911031.8 |
 BW0174| BW2607 GALLMAN 2                            80.591 METERS 19721     |
 BW0174| BW0173 GALLMAN RM 3                         27.116 METERS 24726     |
 BW0174| BW0172 GALLMAN RM 2                         26.975 METERS 24820     |
 BW0174|---------------------------------------------------------------------|
 BW0174
 BW0174                          SUPERSEDED SURVEY CONTROL
 BW0174
 BW0174  NAD 83(1986)-  31 57 12.17752(N)    090 22 52.45724(W) AD(       ) 1
 BW0174  NAD 27      -  31 57 11.61500(N)    090 22 52.12700(W) AD(       ) 1
 BW0174  NAVD 88 (02/25/94)  143.65   (m)          471.3    (f) LEVELING    3  
 BW0174  NGVD 29 (??/??/??)  143.652  (m)          471.30   (f) ADJUSTED    1 1
 BW0174
 BW0174.Superseded values are not recommended for survey control.
 BW0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0174.See file dsdata.txt to determine how the superseded data were derived.
 BW0174
 BW0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4751938263(NAD 83)
 BW0174_MARKER: DS = TRIANGULATION STATION DISK
 BW0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0174_SP_SET: CONCRETE POST
 BW0174_STAMPING: GALLMAN 1945
 BW0174_MARK LOGO: CGS   
 BW0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0174+STABILITY: SURFACE MOTION
 BW0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0174+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 BW0174
 BW0174  HISTORY     - Date     Condition        Report By
 BW0174  HISTORY     - 1945     MONUMENTED       CGS
 BW0174  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BW0174  HISTORY     - 1958     GOOD             MSHD
 BW0174  HISTORY     - 1964     GOOD             MSHD
 BW0174  HISTORY     - 1966     GOOD             CGS
 BW0174  HISTORY     - 1969     GOOD             CGS
 BW0174  HISTORY     - 1969     GOOD             MSSU
 BW0174  HISTORY     - 1969     GOOD             NGS
 BW0174  HISTORY     - 19921027 SEE DESCRIPTION  MSHD
 BW0174
 BW0174                          STATION DESCRIPTION
 BW0174
 BW0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW0174'STATION IS LOCATED ON THE W SIDE OF U.S. HIGHWAY 51, 2.9 MILES
 BW0174'S OF THE CROSS ROADS IN THE W PART OF CRYSTAL SPRINGS, AND
 BW0174'0.5 MILE N OF THE CROSSROADS IN GALLMAN.  IT IS IN THE W
 BW0174'HIGHWAY FENCE, 50 FEET W OF THE CENTER OF HIGHWAY 51, 4 FEET
 BW0174'N OF A STANDARD WITNESS POST, AND 38 FEET N OF A 24-INCH OAK
 BW0174'TREE.
 BW0174'
 BW0174'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW0174'POST, STAMPED GALLMAN 1945, AND PROJECTS ABOUT 4 INCHES.
 BW0174'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW0174'
 BW0174'REFERENCE MARK 1 IS 77.73 FEET N OF THE STATION IN THE W FENCE
 BW0174'OF THE HIGHWAY AND 50 FEET W OF THE CENTER OF HIGHWAY 51.
 BW0174'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 BW0174'STAMPED GALLMAN NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 BW0174'
 BW0174'REFERENCE MARK 2 IS 88.50 FEET SW OF THE STATION IN THE E-W
 BW0174'FENCE LINE AND 65 FEET W OF A 24-INCH OAK TREE.  IT IS A
 BW0174'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 BW0174'GALLMAN NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 BW0174'
 BW0174'AZIMUTH MARK IS 0.3 MILE N OF THE STATION IN THE W HIGHWAY
 BW0174'FENCE, 45 FEET W OF THE HIGHWAY, AND 2 FEET S OF A STANDARD
 BW0174'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 BW0174'CONCRETE POST, STAMPED GALLMAN 1945, AND PROJECTS ABOUT 4 INCHES.
 BW0174'
 BW0174'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW0174
 BW0174                          STATION RECOVERY (1955)
 BW0174
 BW0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0174'THE STATION WAS VISITED ON SEPTEMBER 8, 1955, AND ALL MARKS
 BW0174'WERE FOUND IN GOOD CONDITION.  THE STATION IS LOCATED ON
 BW0174'PROPERTY NOW OWNED BY MR. FRANK BARTOW.  THE MARK WAS FOUND
 BW0174'TO BE 1.6 MI. N OF THE CROSSROAD AT GALLMAN NOT 0.5 MI. AS
 BW0174'STATED.  REFERENCE MARK 2 IS 15 FT. N OF A FENCE LINE NOT IN
 BW0174'AN E-W FENCE LINE AS STATED.  A NEW DESCRIPTION FOLLOWS--
 BW0174'
 BW0174'THE STATION IS LOCATED 2.9 MI. S OF THE CROSSROAD IN THE W
 BW0174'SECTION OF CRYSTAL SPRINGS, ALONG U.S. HIGHWAY 51, 1.6 MI.
 BW0174'N OF THE CROSSROAD IN GALLMAN, ON PROPERTY OWNED BY FRANK
 BW0174'BARTOW, 38 FT. N OF A 24-IN. OAK TREE AND FENCE CORNER, 50
 BW0174'FT. W OF THE CENTERLINE OF U.S. HIGHWAY 51, 4 FT. N OF A
 BW0174'WITNESS POST, AND IN A N-S FENCE LINE.  IT IS A STANDARD
 BW0174'DISK, STAMPED GALLMAN 1945 AND PROJECTING 4 IN.
 BW0174'
 BW0174'REFERENCE MARK 1 IS 77.73 FT. N OF THE STATION, 50 FT. W OF
 BW0174'THE CENTERLINE OF U.S. HIGHWAY 51, AND IN A N-S FENCE LINE.
 BW0174'IT IS A STANDARD DISK, STAMPED GALLMAN NO 1 1945 AND PROJECTING
 BW0174'4 IN.
 BW0174'
 BW0174'REFERENCE MARK 2 IS 88.50 FT. SW OF THE STATION, 15 FT. N
 BW0174'OF A FENCE LINE, AND 65 FT. W OF A 24-IN. OAK TREE AND FENCE
 BW0174'CORNER.  IT IS A STANDARD DISK, STAMPED GALLMAN NO 2 1945 AND
 BW0174'PROJECTING 4 IN.
 BW0174'
 BW0174'THE AZIMUTH MARK IS 0.3 MI. N OF THE STATION, 50 YD. S-SE OF
 BW0174'A HOUSE OWNED BY R.W. RUSSUM, 45 FT. W OF THE CENTERLINE
 BW0174'OF U.S. HIGHWAY 51, 57 FT. S OF A FENCE CORNER, AND 3 FT.
 BW0174'E OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED GALLMAN
 BW0174'1945 AND SET FLUSH WITH THE GROUND.
 BW0174
 BW0174                          STATION RECOVERY (1958)
 BW0174
 BW0174'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BW0174'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WAS FOUND IN GOOD
 BW0174'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND BUT BEING LOCATED
 BW0174'IN PASTURE, PART OF THE BRONZE DISK AND PART OF THE CONCRETE
 BW0174'BLOCK WAS MISSING DUE TO FARM MACHINERY.
 BW0174
 BW0174                          STATION RECOVERY (1964)
 BW0174
 BW0174'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (HBT)
 BW0174'THE STATION WAS VISITED 11-3-65 AND THE STATION, R.M. 1 AND
 BW0174'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  R.M. 2 HAD BEEN
 BW0174'DESTROYED.
 BW0174'
 BW0174'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE U.S.
 BW0174'POST OFFICE ON EAST MARION STREET IN CRYSTAL SPRINGS, GO WEST
 BW0174'.60 MILES TO HIGHWAY 51.  TURN LEFT AND GO SOUTH 2.30 MILES
 BW0174'TO THE AZIMUTH ON THE RIGHT.  CONTINUE SOUTH FOR 0.35 MILES
 BW0174'TO THE STATION ON THE RIGHT ON THE ROLLING HILLS COUNTRY
 BW0174'CLUB BOUNDARY.
 BW0174'
 BW0174'IT IS 50 FEET WEST OF HIGHWAY 51, 38 FEET NORTH OF A 24-INCH
 BW0174'OAK TREE, 2 FEET WEST OF A METAL WITNESS POST, 1.5 FEET WEST
 BW0174'OF A FENCE.
 BW0174'
 BW0174'R.M. 1 IS 50 FEET WEST OF HIGHWAY 51, 2 FEET WEST OF A METAL
 BW0174'WITNESS POST, 1.5 FEET WEST OF A FENCE, IS STAMPED GALLMAN
 BW0174'NO 1 (1945) AND PROJECTS 4 INCHES.
 BW0174'
 BW0174'AZIMUTH MARK IS 45 FEET WEST OF HIGHWAY 51, 2.30 FEET WEST OF
 BW0174'A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, IS STAMPED
 BW0174'GALLMAN (1945) AND FLUSH.
 BW0174
 BW0174                          STATION RECOVERY (1966)
 BW0174
 BW0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW0174'THE STATION WAS VISITED 10-13-66 AND STATION MARK, AZIMUTH
 BW0174'MARK, AND R.M. NO. 1 WERE FOUND IN GOOD CONDITION.  THE TOP
 BW0174'OF THE MARK OF R.M. NO. 2 WAS BROKEN OFF AND A NEW DISK WAS
 BW0174'SET IN A DRILL HOLE OF THE CONCRETE MONUMENT AND CALLED R.M.
 BW0174'NO. 3.  THE MARK IS NOW ON THE PROPERTY OF THE ROLLING HILLS
 BW0174'COUNTRY CLUB.  A NEW DESCRIPTION FOLLOWS--
 BW0174'
 BW0174'THE STATION IS LOCATED ABOUT 2.5 MILES S OF CRYSTAL SPRINGS,
 BW0174'0.5 MILE N OF THE CROSSROAD AT GALLMAN ON THE WEST SIDE OF
 BW0174'U.S. HIGHWAY 51 AT THE NE CORNER OF THE ROLLING HILLS COUNTRY
 BW0174'CLUB GOLF COURSE, ABOUT 0.1 MILE E OF THE CLUB HOUSE, 50 FT.
 BW0174'W OF THE CENTERLINE OF U.S. HIGHWAY 51, 37 FT. N OF A 24-INCH
 BW0174'OAK TREE, 1 FOOT W OF A FENCE LINE, 2 FT. W OF A METAL WITNESS
 BW0174'POST, 53 FT. NNE OF A POWER POLE, 218 FT. E OF SOUTHEAST
 BW0174'CORNER OF SWIMMING POOL BUILDING.  IT IS A STANDARD DISK
 BW0174'STAMPED GALLMAN 1945, PROJECTING 4-INCHES.
 BW0174'
 BW0174'R.M. NO. 1 IS LOCATED 77.74 FT. N OF STATION, 50 FT. W OF
 BW0174'CENTERLINE OF U.S. HIGHWAY 51, 1 FOOT W OF FENCE LINE, 2 FT.
 BW0174'W OF METAL POST, 114 FT. N OF 24-INCH PINE TREE, IT IS A
 BW0174'STANDARD DISK STAMPED GALLMAN NO 1 1945, PROJECTING 3-INCHES.
 BW0174'
 BW0174'R.M. NO. 3 IS LOCATED 88.47 FT. SW OF STATION, 42.5 FT. W
 BW0174'OF POWER POLE, 63 FT. W OF 24-INCH TREE, 120 FT. W OF CENTERLINE
 BW0174'OF HIGHWAY.  IT IS A STANDARD DISK STAMPED GALLMAN 1945
 BW0174'NO 3 1966, FLUSH WITH GROUND.
 BW0174'
 BW0174'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH OF STATION, 45 FT.
 BW0174'W OF CENTERLINE OF U.S. HIGHWAY 45, 18 FT. S OF FENCE CORNER,
 BW0174'3 FT. E OF RIGHT OF WAY FENCE LINE, 50 YARDS SSE OF HOUSE WONED
 BW0174'BY R.W. RUSSUM.  IT IS A STANDARD DISK STAMPED GALLMAN 1945,
 BW0174'PROJECTING 6-INCHES.  AZIMUTH MARK IS OBSTRUCTED
 BW0174'FROM THE STATION.
 BW0174'
 BW0174'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL SPRINGS,
 BW0174'GO WEST 0.6 MILE TO U.S. HIGHWAY 51, TURN LEFT AND GO SOUTH
 BW0174'FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BW0174'SOUTH FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 BW0174'
 BW0174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BW0174'S OF CRYSTAL SPRINGS
 BW0174
 BW0174                          STATION RECOVERY (1969)
 BW0174
 BW0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0174'THE STATION MARK, R.M. 1 AND 3 AND THE AZIMUTH MARK WERE ALL
 BW0174'RECOVERED AND IN GOOD CONDITION AS DESCRIBED.
 BW0174'
 BW0174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BW0174'SOUTH OF CRYSTAL SPRINGS.
 BW0174
 BW0174                          STATION RECOVERY (1969)
 BW0174
 BW0174'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW0174'GALLMAN-R.M. 1-R.M. 3-AZ.MK.-ALL MARKS IN GOOD CONDITION
 BW0174'
 BW0174'PREVIOUS DESCRIPTIONS BY (A.K.H. 1966) GOOD
 BW0174'
 BW0174'NO APPARENT DANGER TO ANY OF THE MARKS
 BW0174
 BW0174                          STATION RECOVERY (1969)
 BW0174
 BW0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0174'3.45 MI S FROM CRYSTAL SPRINGS.
 BW0174'ABOUT 2.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0174'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, THENCE 0.2 MILE WEST
 BW0174'ALONG A BLACK TOPPED ROAD, THENCE 0.3 MILE NORTH ALONG U. S. HIGHWAY
 BW0174'51, NEAR THE NORTHEAST CORNER OF THE ROLLING HILLS COUNTRY CLUB GOLF
 BW0174'COURSE, 218 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING
 BW0174'HOUSEING A SWIMMING POOL, 51 FEET WEST OF THE CENTER LINE OF THE
 BW0174'HIGHWAY, 53 FEET NORTHEAST OF A POWER LINE POLE, 37 FEET NORTH OF A
 BW0174'24-INCH OAK TREE, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET WEST OF A
 BW0174'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 BW0174'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BW0174'GROUND.  1/4, SEC 2, T 1N, R 2W.  NOTE-- THE STATION MAY BE REACHED BY
 BW0174'GOING 1.6 MILES NORTH ALONG US HIGHWAY 51 FROM THE CROSSING OF A BLACK
 BW0174'TOP ROAD AT GALLMAN.
 BW0174
 BW0174                          STATION RECOVERY (1992)
 BW0174
 BW0174'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BW0174'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION,
 BW0174'REFERENCE MARK NO.1 WAS FOUND DESTROYED, REFERENCE MARK NO.3 WAS
 BW0174'FOUND IN POOR CONDITION WITH THE TOP OF MONUMENT BROKEN AND ONLY STEM
 BW0174'OF DISK REMAINING.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION,
 BW0174'BUT IS NOT VISABLE FROM THE STATION. A NEW STATION GALLMAN 2 1992 WAS
 BW0174'ESTABLISHED AT THIS TIME FROM THE UNDERGROUND MARK BY POLARIS
 BW0174'OBSERVATIONS.  THE STATION UNDERGROUND MARK AND REFERENCE MARK NO.3
 BW0174'REMAIN AS PREVIOUSLY DESCRIBED. THE AZIMUTH MARK IS 0.3 MI (0.5 KM)
 BW0174'NORTH OF THE STATION, 50 YARDS SOUTH SOUTHEAST OF A HOUSE, 81.5 FT
 BW0174'(24.8 M) SOUTH OF FENCE CORNER, 50.0 FT (15.2 M) WEST OF THE CENTER
 BW0174'OF HIGHWAY, 49.0 FT (14.9 M) NORTHEAST OF 38-INCH OAK TREE, 28.0 FT
 BW0174'(8.5 M) SOUTHEAST OF TELEPHONE POLE, 1.0 FT (0.3 M) SOUTHWEST OF
 BW0174'METAL WITNESS POST AND 0.5 FT (15.2 CM) EAST OF FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2607 ***********************************************************************
 BW2607  FBN         -  This is a Federal Base Network Control Station.
 BW2607  DESIGNATION -  GALLMAN 2
 BW2607  PID         -  BW2607
 BW2607  STATE/COUNTY-  MS/COPIAH
 BW2607  USGS QUAD   -  GALLMAN (1963)
 BW2607
 BW2607                         *CURRENT SURVEY CONTROL
 BW2607  ___________________________________________________________________
 BW2607* NAD 83(2007)-  31 57 09.68001(N)    090 22 53.37198(W)     ADJUSTED  
 BW2607* NAVD 88     -       144.480  (meters)     474.01   (feet)  ADJUSTED  
 BW2607  ___________________________________________________________________
 BW2607  EPOCH DATE  -        2002.00
 BW2607  X           -     -36,067.298 (meters)                     COMP
 BW2607  Y           -  -5,416,816.733 (meters)                     COMP
 BW2607  Z           -   3,356,043.904 (meters)                     COMP
 BW2607  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BW2607  ELLIP HEIGHT-         118.310 (meters)          (02/10/07) ADJUSTED
 BW2607  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BW2607  DYNAMIC HT  -         144.308 (meters)     473.45  (feet)  COMP
 BW2607
 BW2607  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW2607  Type    PID    Designation                      North   East  Ellip
 BW2607  -------------------------------------------------------------------
 BW2607  NETWORK BW2607 GALLMAN 2                         0.35   0.33   1.10
 BW2607  -------------------------------------------------------------------
 BW2607  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BW2607
 BW2607  VERT ORDER  -  FIRST     CLASS II
 BW2607
 BW2607.The horizontal coordinates were established by GPS observations
 BW2607.and adjusted by the National Geodetic Survey in February 2007.
 BW2607
 BW2607.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW2607.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW2607.The horizontal coordinates are valid at the epoch date displayed above.
 BW2607.The epoch date for horizontal control is a decimal equivalence
 BW2607.of Year/Month/Day.
 BW2607
 BW2607.The orthometric height was determined by differential leveling
 BW2607.and adjusted in February 1994.
 BW2607
 BW2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW2607
 BW2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2607
 BW2607.The ellipsoidal height was determined by GPS observations
 BW2607.and is referenced to NAD 83.
 BW2607
 BW2607.The geoid height was determined by GEOID03.
 BW2607
 BW2607.The dynamic height is computed by dividing the NAVD 88
 BW2607.geopotential number by the normal gravity value computed on the
 BW2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2607.degrees latitude (g = 980.6199 gals.).
 BW2607
 BW2607.The modeled gravity was interpolated from observed gravity values.
 BW2607
 BW2607;                    North         East     Units Scale Factor Converg.
 BW2607;SPC MS W     -   271,904.417   695,447.208   MT  0.99995026   -0 01 31.8
 BW2607;SPC MS W     -   892,073.07  2,281,646.38   sFT  0.99995026   -0 01 31.8
 BW2607;UTM  15      - 3,538,185.918   747,497.154   MT  1.00035550   +1 23 11.3
 BW2607
 BW2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2607!SPC MS W     -   0.99998142  x   0.99995026  =   0.99993168
 BW2607!UTM  15      -   0.99998142  x   1.00035550  =   1.00033692
 BW2607
 BW2607|---------------------------------------------------------------------|
 BW2607| PID    Reference Object                     Distance      Geod. Az  |
 BW2607|                                                           dddmmss.s |
 BW2607| BW0174 GALLMAN                              80.591 METERS 01721     |
 BW2607| CS8776 MICROWAVE MAST                                     1904813.7 |
 BW2607| BW0173 GALLMAN RM 3                         66.531 METERS 35907     |
 BW2607|---------------------------------------------------------------------|
 BW2607
 BW2607                          SUPERSEDED SURVEY CONTROL
 BW2607
 BW2607  ELLIP H (09/12/01)  118.312  (m)                       GP(       ) 3 1
 BW2607  NAD 83(1993)-  31 57 09.69384(N)    090 22 53.37093(W) AD(       ) 1
 BW2607  NAD 83(1993)-  31 57 09.67957(N)    090 22 53.37183(W) AD(       ) B
 BW2607  ELLIP H (01/12/94)  118.371  (m)                       GP(       ) 4 1
 BW2607  NAVD 88 (04/06/99)  144.48   (m)          474.0    (f) LEVELING    3  
 BW2607
 BW2607.Superseded values are not recommended for survey control.
 BW2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2607.See file dsdata.txt to determine how the superseded data were derived.
 BW2607
 BW2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4749738186(NAD 83)
 BW2607_MARKER: DH = HORIZONTAL CONTROL DISK
 BW2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2607_SP_SET: CONCRETE POST
 BW2607_STAMPING: GALLMAN 2 1992
 BW2607_MARK LOGO: NGS   
 BW2607_PROJECTION: FLUSH
 BW2607_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2607+STABILITY: SURFACE MOTION
 BW2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2607+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 BW2607
 BW2607  HISTORY     - Date     Condition        Report By
 BW2607  HISTORY     - 1992     MONUMENTED       MSHD
 BW2607  HISTORY     - 19920611 GOOD             NGS
 BW2607  HISTORY     - 19921027 GOOD             MSHD
 BW2607  HISTORY     - 19930503 GOOD
 BW2607  HISTORY     - 19980209 GOOD             NGS
 BW2607  HISTORY     - 20000801 GOOD             MSHD
 BW2607
 BW2607                          STATION DESCRIPTION
 BW2607
 BW2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2607'0.6 KM (0.35 MI) EASTERLY ALONG A PAVED ROAD FROM THE JUNCTION OF
 BW2607'INTERSTATE HIGHWAY 55 IN CRYSTAL SPRINGS (EXIT 68), THENCE 2.0 KM
 BW2607'(1.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 51, 30.3 M (99.4 FT) WEST OF A
 BW2607'UTILITY POLE WITH A TRANSFORMER, 27.0 M (88.6 FT) EAST-SOUTHEAST OF A
 BW2607'LONE MAGNOLIA TREE, 14.5 M (47.6 FT) WEST OF THE HIGHWAY CENTERLINE,
 BW2607'0.5 M (1.6 FT) WEST OF A METAL GUARD POST, 0.5 M (1.6 FT) SOUTH OF A
 BW2607'WITNESS POST, ALONG THE WEST BOUNDARY OF THE ROLLING HILLS COUNTRY
 BW2607'CLUB, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BW2607'STATION IS LOCATED 2.5 MI (4.0 KM) SOUTH OF CRYSTAL SPRINGS, 0.5 MI
 BW2607'(0.8 KM) NORTH OF THE CROSSROAD AT GALLMAN, 0.35 MI (0.56 KM) EAST OF
 BW2607'INTERSTATE HIGHWAY 55, AT THE ROLLING HILLS COUNTRY CLUB GOLF COURSE
 BW2607'AND ON THE WEST RIGHT OF WAY OF U.S. HIGHWAY 51.
 BW2607'TO REACH FROM EXIT 68 ON INTERSTATE HIGHWAY 55, AT SOUTH EDGE OF
 BW2607'CRYSTAL SPRINGS, GO EAST ON PAVED ROAD FOR 0.35 MI (0.56 KM) TO
 BW2607'JUNCTION OF U.S. HIGHWAY 51, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 BW2607'51 FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.
 BW2607'STATION IS A STANDARD NGS DISK, STAMPED---GALLMAN 2 1992---SET IN TOP
 BW2607'OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS 217.0 FT
 BW2607'(66.1 M) SOUTH OF A POWER POLE WITH GUY WIRES, 121.5 FT (37.0 M)
 BW2607'SOUTH SOUTHWEST OF A 12-INCH PINE TREE, 106.5 FT (32.5 M) NORTHEAST OF
 BW2607'A 15-INCH ELM TREE, 99.5 FT (30.3 M) WEST NORTHWEST OF A POWER POLE
 BW2607'WITH TRANSFORMER, 88.5 FT (27.0 M) EAST SOUTHEAST OF A LONE MAGNOLIA
 BW2607'TREE, 47.5 FT (14.5 M) WEST OF THE CENTER OF HIGHWAY 51, 1.5 FT
 BW2607'(0.5 M) WEST OF A METAL GUARD POST AND 1.5 FT (0.5 M) SOUTH OF A
 BW2607'CARSONITE WITNESS POST.
 BW2607'STATION IS LOCATED 2.5 MI (4.0 KM) SOUTH OF CRYSTAL SPRINGS, 0.5 MI
 BW2607'(0.8 KM) NORTH OF THE CROSSROAD AT GALLMAN, 0.35 MI (0.56 KM) EAST OF
 BW2607'INTERSTATE HIGHWAY 55, AT THE ROLLING HILLS COUNTRY CLUB GOLF COURSE
 BW2607'AND ON THE WEST RIGHT OF WAY OF U.S. HIGHWAY 51.
 BW2607'TO REACH FROM EXIT 68 ON INTERSTATE HIGHWAY 55, AT SOUTH EDGE OF
 BW2607'CRYSTAL SPRINGS, GO EAST ON PAVED ROAD FOR 0.35 MI (0.56 KM) TO
 BW2607'JUNCTION OF U.S. HIGHWAY 51, TURN RIGHT AND GO SOUTH ON HIGHWAY 51
 BW2607'FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.
 BW2607'STATION MARKS ARE STANDARD NGS DISKS, STAMPED---GALLMAN 2
 BW2607'1992---SURFACE DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 BW2607'WITH THE GROUND.  IT IS 217.0 FT (66.1 M) SOUTH OF A POWER POLE WITH
 BW2607'GUY WIRES, 121.5 FT (37.0 M) SOUTH SOUTHWEST OF A 12-INCH PINE TREE,
 BW2607'106.5 FT (32.5 M) NORTHEAST OF A 15-INCH ELM TREE, 99.5 FT (30.3 M)
 BW2607'WEST NORTHWEST OF A POWER POLE WITH TRANSFORMER, 88.5 FT (27.0 M) EAST
 BW2607'SOUTHEAST OF A LONE MAGNOLIA TREE, 47.5 FEET (14.5 M) WEST OF THE
 BW2607'CENTER OF HIGHWAY, 1.5 FT (0.5 M) WEST OF A METAL POST AND 1.5 FT
 BW2607'(0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 BW2607
 BW2607                          STATION RECOVERY (1992)
 BW2607
 BW2607'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 BW2607'STATION IS LOCATED 2.5 MI (4.0 KM) SOUTH OF CRYSTAL SPRINGS, 0.5 MI
 BW2607'(0.8 KM) NORTH OF THE CROSSROAD AT GALLMAN, 0.35 MI (0.56 KM) EAST OF
 BW2607'INTERSTATE HIGHWAY 55, AT THE ROLLING HILLS COUNTRY CLUB GOLF COURSE
 BW2607'AND ON THE WEST RIGHT OF WAY OF U.S. HIGHWAY 51.
 BW2607'TO REACH FROM EXIT 68 ON INTERSTATE HIGHWAY 55, AT SOUTH EDGE OF
 BW2607'CRYSTAL SPRINGS, GO EAST ON PAVED ROAD FOR 0.35 MI (0.56 KM) TO
 BW2607'JUNCTION OF U.S. HIGHWAY 51, TURN RIGHT AND GO SOUTH ON HIGHWAY 51 FOR
 BW2607'1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.
 BW2607'STATION MARKS ARE STANDARD NGS DISKS STAMPED---GALLMAN 2
 BW2607'1992---SURFACE DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH
 BW2607'THE GROUND.  IT IS 217.0 FT (66.1 M) SOUTH OF A POWER POLE WITH GUY
 BW2607'WIRES, 121.5 FT (37.0 M) SOUTH SOUTHWEST OF A 12-INCH PINE TREE, 106.5
 BW2607'FT (32.5 M) NORTHEAST OF A 15-INCH ELM TREE, 99.5 FT (30.3 M) WEST
 BW2607'NORTHWEST OF A POWER POLE WITH TRANSFORMER, 88.5 FT (27.0 M) EAST
 BW2607'SOUTHEAST OF A LONE MAGNO IA TREE, 47.5 FEET (14.5 M) WEST OF THE
 BW2607'CENTER OF HIGHWAY, 1.5 FT (0.5 M) WEST OF A METAL POST AND 1.5 FT (0.5
 BW2607'M) SOUTH OF A CARSONITE WITNESS POST.
 BW2607
 BW2607                          STATION RECOVERY (1993)
 BW2607
 BW2607'RECOVERED 1993
 BW2607'RECOVERED IN GOOD CONDITION.
 BW2607
 BW2607                          STATION RECOVERY (1998)
 BW2607
 BW2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BW2607'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF CRYSTAL SPRINGS,
 BW2607'0.5 MI (0.8 KM) NORTH OF THE CROSSROAD AT GALLMAN, 0.35 MI (0.56 KM)
 BW2607'EAST OF INTERSTATE HIGHWAY 55, AT THE ROLLING HILLS COUNTRY CLUB GOLF
 BW2607'COURSE, 0.16 KM (0.10 MI) SOUTH-SOUTHWEST OF THE COUNTRY CLUB ENTRANCE
 BW2607'ROAD, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 51.
 BW2607'OWNERSHIP--MISSISSIPPI STATE HIGHWAY DEPARTMENT, 412 WOODROW WILSON,
 BW2607'JACKSON MS 39216, PHONE 601-944-9098.  TO REACH THE STATION FROM
 BW2607'INTERSTATE HIGHWAY 55 EXIT 68 AT THE SOUTH EDGE OF CRYSTAL SPRINGS, GO
 BW2607'EAST FOR 0.3 MI (0.5 KM) ON A PAVED ROAD TO THE JUNCTION OF U.S.
 BW2607'HIGHWAY 51.  TURN RIGHT AND GO SOUTH FOR 1.2 MI (1.9 KM) ON HIGHWAY 51
 BW2607'TO THE STATION ON RIGHT.  THE STATION IS SET IN THE TOP OF A ROUND
 BW2607'CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 66 M (216.5 FT) SOUTH OF
 BW2607'A POWERLINE POLE WITH 5 GUY WIRES, 37.0 M (121.4 FT) SOUTH-SOUTHWEST
 BW2607'OF AN 18-INCH PINE TREE, 32.5 M (106.6 FT) WEST-NORTHWEST OF A 15-INCH
 BW2607'ELM TREE, 30.3 M (99.4 FT) WEST-NORTHWEST OF A POWERLINE POLE WITH
 BW2607'TRANSFORMER, 26.9 M (88.3 FT) EAST-SOUTHEAST OF A LONE MAGNOLIA TREE,
 BW2607'14.4 M (47.2 FT) WEST-NORTHWEST OF THE CENTER OF HIGHWAY 51, 8.85 M
 BW2607'(29.04 FT) NORTHWEST OF MAILBOX 22124 (W. CHERONI), 0.4 M (1.3 FT)
 BW2607'WEST OF A METAL GUARD POST AND 0.4 M (1.3 FT) SOUTH OF A CARSONITE
 BW2607'WITNESS POST.
 BW2607
 BW2607                          STATION RECOVERY (2000)
 BW2607
 BW2607'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BW2607'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0176 ***********************************************************************
 BW0176  DESIGNATION -  GALLMAN AZ MK
 BW0176  PID         -  BW0176
 BW0176  STATE/COUNTY-  MS/COPIAH
 BW0176  USGS QUAD   -  GALLMAN (1963)
 BW0176
 BW0176                         *CURRENT SURVEY CONTROL
 BW0176  ___________________________________________________________________
 BW0176* NAD 83(1986)-  31 57 32.     (N)    090 22 45.     (W)     SCALED    
 BW0176* NAVD 88     -       136.969  (meters)     449.37   (feet)  ADJUSTED  
 BW0176  ___________________________________________________________________
 BW0176  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW0176  DYNAMIC HT  -         136.806 (meters)     448.84  (feet)  COMP
 BW0176  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BW0176
 BW0176  VERT ORDER  -  FIRST     CLASS I
 BW0176
 BW0176.The horizontal coordinates were scaled from a topographic map and have
 BW0176.an estimated accuracy of +/- 6 seconds.
 BW0176
 BW0176.The orthometric height was determined by differential leveling
 BW0176.and adjusted in June 1991.
 BW0176
 BW0176.The geoid height was determined by GEOID03.
 BW0176
 BW0176.The dynamic height is computed by dividing the NAVD 88
 BW0176.geopotential number by the normal gravity value computed on the
 BW0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0176.degrees latitude (g = 980.6199 gals.).
 BW0176
 BW0176.The modeled gravity was interpolated from observed gravity values.
 BW0176
 BW0176;                    North         East    Units  Estimated Accuracy
 BW0176;SPC MS W     -   272,590.      695,670.      MT  (+/- 180 meters Scaled)
 BW0176
 BW0176                          SUPERSEDED SURVEY CONTROL
 BW0176
 BW0176  NGVD 29 (??/??/??)  136.969  (m)          449.37   (f) ADJUSTED    1 1
 BW0176
 BW0176.Superseded values are not recommended for survey control.
 BW0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0176.See file dsdata.txt to determine how the superseded data were derived.
 BW0176
 BW0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR477388(NAD 83)
 BW0176_MARKER: DZ = AZIMUTH MARK DISK
 BW0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0176_SP_SET: CONCRETE POST
 BW0176_STAMPING: GALLMAN 1945
 BW0176_MARK LOGO: CGS   
 BW0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0176+STABILITY: SURFACE MOTION
 BW0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0176+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0176
 BW0176  HISTORY     - Date     Condition        Report By
 BW0176  HISTORY     - 1945     MONUMENTED       CGS
 BW0176  HISTORY     - 1969     GOOD             NGS
 BW0176  HISTORY     - 19920622 GOOD             NGS
 BW0176
 BW0176                          STATION DESCRIPTION
 BW0176
 BW0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0176'3.75 MI S FROM CRYSTAL SPRINGS.
 BW0176'ABOUT 2.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0176'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, THENCE 0.2 MILE WEST
 BW0176'ALONG A BLACK TOP ROAD, THENCE 0.6 MILE NORTH ALONG U. S. HIGHWAY 51,
 BW0176'ALSO ABOUT 1.9 MILES NORTH ALONG U. S. HIGHWAY 51 FROM THE BLACK TOP
 BW0176'ROAD CROSSING AT GALLMAN, ON THE SOUTH SLOPE OF A SMALL HILL, 151 FEET
 BW0176'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL ONE STORY RESIDENCE, 49
 BW0176'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF A FENCE
 BW0176'CORNER, 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 28 FEET
 BW0176'SOUTHEAST OF CABLE LINE POLE NO. 21, 1 FOOT SOUTHWEST OF A METAL
 BW0176'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 BW0176'OF A CONCRETE POST FLUSH WITH THE GROUND.  1/4, SEC 2, T 1N, R 2W.
 BW0176
 BW0176                          STATION RECOVERY (1992)
 BW0176
 BW0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0176'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0176'HAZELHURST, THENCE 10.0 KM (6.20 MI) NORTHERLY ALONG THE ILLINOIS
 BW0176'CENTRAL RAILROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A PAVED
 BW0176'ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG U.S. HIGHWAY 51, 46.1 M
 BW0176'(151.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 24.4 M
 BW0176'(80.1 FT) SOUTH OF A FENCE CORNER, 15.6 M (51.2 FT) WEST OF THE
 BW0176'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 BW0176'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 BW0176'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT APPEARS TO BE IN THE
 BW0176'ROOT STRUCTURE OF A TREE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0175 ***********************************************************************
 BW0175  DESIGNATION -  GALLMAN RM 1
 BW0175  PID         -  BW0175
 BW0175  STATE/COUNTY-  MS/COPIAH
 BW0175  USGS QUAD   -  GALLMAN (1963)
 BW0175
 BW0175                         *CURRENT SURVEY CONTROL
 BW0175  ___________________________________________________________________
 BW0175* NAD 83(1986)-  31 57 12.     (N)    090 22 52.     (W)     SCALED    
 BW0175* NAVD 88     -       143.409  (meters)     470.50   (feet)  ADJUSTED  
 BW0175  ___________________________________________________________________
 BW0175  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BW0175  DYNAMIC HT  -         143.238 (meters)     469.94  (feet)  COMP
 BW0175  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BW0175
 BW0175  VERT ORDER  -  FIRST     CLASS I
 BW0175
 BW0175.The horizontal coordinates were scaled from a topographic map and have
 BW0175.an estimated accuracy of +/- 6 seconds.
 BW0175
 BW0175.The orthometric height was determined by differential leveling
 BW0175.and adjusted in June 1991.
 BW0175
 BW0175.The geoid height was determined by GEOID03.
 BW0175
 BW0175.The dynamic height is computed by dividing the NAVD 88
 BW0175.geopotential number by the normal gravity value computed on the
 BW0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0175.degrees latitude (g = 980.6199 gals.).
 BW0175
 BW0175.The modeled gravity was interpolated from observed gravity values.
 BW0175
 BW0175;                    North         East    Units  Estimated Accuracy
 BW0175;SPC MS W     -   271,980.      695,480.      MT  (+/- 180 meters Scaled)
 BW0175
 BW0175                          SUPERSEDED SURVEY CONTROL
 BW0175
 BW0175  NGVD 29 (??/??/??)  143.409  (m)          470.50   (f) ADJUSTED    1 1
 BW0175
 BW0175.Superseded values are not recommended for survey control.
 BW0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0175.See file dsdata.txt to determine how the superseded data were derived.
 BW0175
 BW0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR475382(NAD 83)
 BW0175_MARKER: DR = REFERENCE MARK DISK
 BW0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0175_STAMPING: GALLMAN NO 1 1945
 BW0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0175+STABILITY: SURFACE MOTION
 BW0175
 BW0175  HISTORY     - Date     Condition        Report By
 BW0175  HISTORY     - 1945     MONUMENTED       CGS
 BW0175  HISTORY     - 1969     GOOD             NGS
 BW0175  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0175
 BW0175                          STATION DESCRIPTION
 BW0175
 BW0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0175'3.45 MI S FROM CRYSTAL SPRINGS.
 BW0175'ABOUT 2.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0175'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, THENCE 0.2 MILE WEST
 BW0175'ALONG A BLACK TOPPED ROAD, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY
 BW0175'51, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 77.8 FEET NORTH OF
 BW0175'THE STATION MARK DESCRIBED, 226 FEET SOUTH OF THE CENTER LINE OF A
 BW0175'DRIVEWAY LEADING TO THE ROLLING HILLS GOLF COURSE, 1.5 FEET WEST OF A
 BW0175'FENCE LINE, 150.4 FEET NORTHEAST OF RM 3, 2 FEET WEST OF A METAL
 BW0175'WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 BW0175'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0175'1/4, SEC 2, T 1N, R 2 W.
 BW0175
 BW0175                          STATION RECOVERY (1992)
 BW0175
 BW0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0175'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2225 ***********************************************************************
 BW2225  DESIGNATION -  GANDY
 BW2225  PID         -  BW2225
 BW2225  STATE/COUNTY-  MS/COPIAH
 BW2225  USGS QUAD   -  SHADY GROVE (1963)
 BW2225
 BW2225                         *CURRENT SURVEY CONTROL
 BW2225  ___________________________________________________________________
 BW2225* NAD 83(1993)-  31 50 55.20935(N)    090 18 11.35336(W)     ADJUSTED  
 BW2225* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BW2225  ___________________________________________________________________
 BW2225  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BW2225  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW2225  HORZ ORDER  -  FIRST
 BW2225
 BW2225.The horizontal coordinates were established by classical geodetic methods
 BW2225.and adjusted by the National Geodetic Survey in May 1994.
 BW2225
 BW2225.The orthometric height was scaled from a topographic map.
 BW2225
 BW2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2225
 BW2225.The geoid height was determined by GEOID03.
 BW2225
 BW2225;                    North         East     Units Scale Factor Converg.
 BW2225;SPC MS W     -   260,370.154   702,856.299   MT  0.99995010   +0 00 57.3
 BW2225;SPC MS W     -   854,231.08  2,305,954.37   sFT  0.99995010   +0 00 57.3
 BW2225;UTM  15      - 3,526,832.581   755,191.109   MT  1.00040323   +1 25 25.8
 BW2225
 BW2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2225!SPC MS W     -   0.99998227  x   0.99995010  =   0.99993237
 BW2225!UTM  15      -   0.99998227  x   1.00040323  =   1.00038549
 BW2225
 BW2225|---------------------------------------------------------------------|
 BW2225| PID    Reference Object                     Distance      Geod. Az  |
 BW2225|                                                           dddmmss.s |
 BW2225| CY3623 GANDY RM 1                           20.042 METERS 00005     |
 BW2225| CY3622 GANDY AZ MK                                        0460511.5 |
 BW2225| CY3624 GANDY RM 2                           24.649 METERS 09026     |
 BW2225|---------------------------------------------------------------------|
 BW2225
 BW2225                          SUPERSEDED SURVEY CONTROL
 BW2225
 BW2225  NAD 83(1986)-  31 50 55.22412(N)    090 18 11.34973(W) AD(       ) 1
 BW2225  NAD 27      -  31 50 54.64400(N)    090 18 11.02800(W) AD(       ) 1
 BW2225
 BW2225.Superseded values are not recommended for survey control.
 BW2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2225.See file dsdata.txt to determine how the superseded data were derived.
 BW2225
 BW2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5519126833(NAD 83)
 BW2225_MARKER: DS = TRIANGULATION STATION DISK
 BW2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2225
 BW2225  HISTORY     - Date     Condition        Report By
 BW2225  HISTORY     - 1945     MONUMENTED       CGS
 BW2225  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BW2225  HISTORY     - 1965     GOOD             MSHD
 BW2225
 BW2225                          STATION DESCRIPTION
 BW2225
 BW2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2225'STATION IS LOCATED ABOUT 5 MILES E OF HAZLEHURST AND 7 MILES
 BW2225'NE OF MARTINSVILLE ON LAND OWNED BY L.K. GANDY.  IT IS 66
 BW2225'FEET S OF A FENCE, 41 FEET E OF THE APPROXIMATE CENTER OF
 BW2225'THE ROAD, AND 115 FEET W OF THE SW CORNER OF THE TENANT HOUSE.
 BW2225'
 BW2225'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW2225'POST, STAMPED GANDY 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2225'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2225'
 BW2225'REFERENCE MARK 1 IS 65.76 FEET N OF THE STATION, 1 FOOT S
 BW2225'OF THE FENCE, 1.5 FEET W OF A STANDARD WITNESS POST, AND 35
 BW2225'FEET E OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE
 BW2225'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED GANDY NO 1
 BW2225'1945 AND ABOUT FLUSH WITH THE GROUND.
 BW2225'
 BW2225'REFERENCE MARK 2 IS 80.87 FEET E OF THE STATION, 57 FEET S
 BW2225'OF THE FENCE, AND 35 FEET W OF THE SW CORNER OF THE HOUSE.
 BW2225'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 BW2225'STAMPED GANDY NO 2 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2225'
 BW2225'AZIMUTH MARK IS ABOUT 0.2 MILE NE OF THE STATION, 38 FEET N
 BW2225'OF THE APPROXIMATE CENTER OF THE ROAD, 3 FEET NW OF A STANDARD
 BW2225'WITNESS POST, AND 75 FEET SE OF THE SE CORNER OF THE HOUSE.
 BW2225'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST,
 BW2225'STAMPED GANDY 1945, AND ABOUT FLUSH WITH THE GROUND.
 BW2225'
 BW2225'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 BW2225'STATE HIGHWAY 20 IN HAZLEHURST, GO E ON HIGHWAY 20 FOR 3.55
 BW2225'MILES TO A FORK AND ALLBRITTONS STORE IN THE FORK, TAKE RIGHT
 BW2225'FORK AND GO 3.5 MILES TO A T-ROAD RIGHT AND L.K. GANDYS
 BW2225'STORE ON THE SW CORNER,* TURN RIGHT AND GO 0.1 MILE TO A TENANT
 BW2225'HOUSE ON THE LEFT AND STATION.
 BW2225'
 BW2225'*TO REACH THE STATION FROM THIS POINT, CONTINUE STRAIGHT AHEAD
 BW2225'FOR 0.2 MILE TO A WHITE HOUSE ON THE LEFT AND AZIMUTH MARK.
 BW2225'
 BW2225'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2225
 BW2225                          STATION RECOVERY (1955)
 BW2225
 BW2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2225'THE STATION WAS VISITED ON OCTOBER 13, 1955, AND ALL MARKS
 BW2225'WERE FOUND IN GOOD CONDITION.  THE STATION IS ON PROPERTY NOW
 BW2225'OWNED BY MRS. MILDRED G. HOOD.  A NEW DESCRIPTION FOLLOWS--
 BW2225'
 BW2225'THE STATION IS LOCATED ABOUT 5 MI. E OF HAZLEHURST, 7 MI.
 BW2225'NE OF MARTINSVILLE, ON LAND OWNED BY MRS. MILDRED G. HOOD, AND IN
 BW2225'THE FRONT YARD OF A TENANT HOUSE.  IT IS 42 FT. E OF THE CENTER
 BW2225'OF THE GRAVELED ROAD, 118 FT. W OF THE SW CORNER OF THE BRICK
 BW2225'CHIMNEY ON THE S SIDE OF THE TENANT HOUSE, 90 FT. N OF A 30-IN.
 BW2225'OAK TREE, AND 57.5 FT. NW OF A TELEPHONE POLE.  IT IS A STANDARD
 BW2225'DISK, STAMPED GANDY 1945 AND SET FLUSH WITH THE SURFACE OF
 BW2225'THE GROUND.
 BW2225'
 BW2225'REFERENCE MARK 1 IS 65.76 FT. N OF THE STATION, 12 FT. N OF
 BW2225'THE CENTER OF THE DRIVEWAY TO THE TENANT HOUSE, 42 FT. E OF
 BW2225'THE CENTER OF THE ROAD, AND 98 FT. W OF A WELL WHICH IS SW
 BW2225'OF THE HOUSE.  IT IS IN AN E-W FENCE LINE.  IT IS A STANDARD
 BW2225'DISK, STAMPED GANDY NO 1 1948 AND SET FLUSH WITH THE GROUND
 BW2225'
 BW2225'REFERENCE MARK 2 IS 80.87 FT. E OF THE STATION, 40 FT. W OF
 BW2225'THE SW CORNER OF THE BRICK CHIMNEY, 48 FT. S OF THE WELL,
 BW2225'AND 57 FT. N OF A 24-IN. OAK TREE WHICH IS IN A FENCE LINE.
 BW2225'IT IS A STANDARD DISK, STAMPED GANDY NO 2 1945 AND SET FLUSH
 BW2225'WITH THE GROUND.
 BW2225'
 BW2225'THE AZIMUTH MARK IS 0.2 MI. NE OF THE STATION, ON PROPERTY
 BW2225'OWNED BY MRS. J.C. CARLISLE, 36 FT. N OF THE CENTER OF THE
 BW2225'ROAD, 83 FT. SE OF THE SE CORNER OF THE HOUSE, 9 FT. SE OF
 BW2225'A 24-IN. OAK TREE IN A FENCE CORNER, AND 10 FT. NE OF THE CENTER
 BW2225'OF THE E DRIVEWAY TO THE CARLISLE HOUSE.  IT IS A STANDARD
 BW2225'DISK, STAMPED GANDY 1945 AND SET FLUSH WITH THE GROUND.
 BW2225'
 BW2225'TO REACH THE STATION FROM THE POST OFFICE IN HAZLEHURST, GO
 BW2225'E ON STATE HIGHWAY 20 FOR 2.90 MI. TO FORKS WHERE STATE HIGHWAY
 BW2225'20 TURNS LEFT AND THE AMOS STORE AND A BROWN BRICK CHURCH
 BW2225'ON THE RIGHT, TURN RIGHT PASSING TO THE LEFT OF THE CHURCH AND
 BW2225'GO S FOR 3.1 MI. TO A SIDE ROAD RIGHT AND A GROCERY STORE
 BW2225'IN THE SW ANGLE (*), TURN RIGHT AND GO 0.1 MI. TO THE STATION
 BW2225'ON THE LEFT IN THE FRONT YARD OF A TENANT HOUSE.
 BW2225'
 BW2225'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 BW2225'AHEAD FOR 0.2 MI. TO THE AZIMUTH MARK AND THE CARLISLE HOUSE
 BW2225'ON THE LEFT.
 BW2225
 BW2225                          STATION RECOVERY (1965)
 BW2225
 BW2225'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2225'THE STATION WAS VISITED 11-16-65 AND ALL MARKS WERE FOUND IN
 BW2225'GOOD CONDITION.
 BW2225'
 BW2225'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2225'NORTHWEST CORNER OF THE U.S. POST OFFICE IN HAZLEHURST.  GO
 BW2225'EAST ON HIGHWAY 28 FOR 0.07 MILE TO AN INTERSECTION.  TURN
 BW2225'LEFT ON HIGHWAY 28 AND GO .53 MILE TO A Y FORK.  TAKE RIGHT
 BW2225'FORK ON HIGHWAY 28 AND GO 1.42 MILES TO A T-INTERSECTION AND
 BW2225'THE SHADY GROVE BAPTIST CHURCH ON THE RIGHT.  TURN RIGHT ON A
 BW2225'BLACKTOP ROAD AND GO 3.2 MILES TO A T-ROAD AND HOODS GROCERY
 BW2225'ON THE RIGHT.  TURN RIGHT ON BLACKTOP ROAD AND GO .1 MILE
 BW2225'TO A VACANT HOUSE AND THE STATION ON THE LEFT.  TO REACH
 BW2225'THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD
 BW2225'FOR 0.2 MILES TO THE AZIMUTH AND THE CARLISLE HOUSE ON THE
 BW2225'LEFT.
 BW2225'
 BW2225'STATION DISK IS STAMPED GANDY (1945) AND IS FLUSH WITH THE
 BW2225'GROUND.  IT IS 118 FEET WEST OF SOUTHWEST OF THE BRICK CHIMNEY ON
 BW2225'THE SOUTH SIDE OF THE VACANT HOUSE, 90 FEET NORTH OF A 30-INCH
 BW2225'OAK TREE, 57.5 FEET NORTHWEST OF A TELEPHONE POLE, 43 FEET EAST
 BW2225'OF CENTER OF BLACKTOP ROAD.
 BW2225'
 BW2225'R.M. 1 IS 43 FEET EAST OF CENTER OF BLACKTOP ROAD, 15 FEET
 BW2225'NORTH OF CENTER OF DRIVE, 13 FEET EAST OF FENCE CORNER, 1.5
 BW2225'FEET EAST OF A METAL WITNESS POST, IS STAMPED GANDY NO 1 (1945)
 BW2225'AND FLUSH WITH THE GROUND.
 BW2225'
 BW2225'R.M. 2 IS 48 FEET SOUTH OF A WELL, 40 FEET WEST OF THE SOUTHWEST
 BW2225'CORNER OF THE BRICK CHIMNEY, 57 FEET NORTH OF A 24-INCH OAK
 BW2225'TREE, IS STAMPED GANDY NO 2 (1945) AND FLUSH WITH THE GROUND.
 BW2225'
 BW2225'AZIMUTH MARK IS 83 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE
 BW2225'HOUSE, 36 FEET NORTH OF CENTER OF BLACKTOP ROAD, 9 FEET SOUTHEAST
 BW2225'OF A 24-INCH OAK TREE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 BW2225'POST, IS STAMPED GANDY (1945) AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1385 ***********************************************************************
 CO1385  CBN         -  This is a Cooperative Base Network Control Station.
 CO1385  DESIGNATION -  GARDNER 2
 CO1385  PID         -  CO1385
 CO1385  STATE/COUNTY-  MS/SMITH
 CO1385  USGS QUAD   -  RALEIGH (1968)
 CO1385
 CO1385                         *CURRENT SURVEY CONTROL
 CO1385  ___________________________________________________________________
 CO1385* NAD 83(2007)-  32 04 36.68283(N)    089 32 08.43242(W)     ADJUSTED  
 CO1385* NAVD 88     -       177.5    (meters)     582.     (feet)  GPS OBS   
 CO1385  ___________________________________________________________________
 CO1385  EPOCH DATE  -        2002.00
 CO1385  X           -      43,839.384 (meters)                     COMP
 CO1385  Y           -  -5,409,487.555 (meters)                     COMP
 CO1385  Z           -   3,367,736.039 (meters)                     COMP
 CO1385  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CO1385  ELLIP HEIGHT-         151.069 (meters)          (02/10/07) ADJUSTED
 CO1385  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CO1385
 CO1385  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1385  Type    PID    Designation                      North   East  Ellip
 CO1385  -------------------------------------------------------------------
 CO1385  NETWORK CO1385 GARDNER 2                         0.94   0.92   3.82
 CO1385  -------------------------------------------------------------------
 CO1385
 CO1385.The horizontal coordinates were established by GPS observations
 CO1385.and adjusted by the National Geodetic Survey in February 2007.
 CO1385
 CO1385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1385.The horizontal coordinates are valid at the epoch date displayed above.
 CO1385.The epoch date for horizontal control is a decimal equivalence
 CO1385.of Year/Month/Day.
 CO1385
 CO1385.The orthometric height was determined by GPS observations and a
 CO1385.high-resolution geoid model.
 CO1385
 CO1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1385
 CO1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1385
 CO1385.The ellipsoidal height was determined by GPS observations
 CO1385.and is referenced to NAD 83.
 CO1385
 CO1385.The geoid height was determined by GEOID03.
 CO1385
 CO1385;                    North         East     Units Scale Factor Converg.
 CO1385;SPC MS E     -   285,887.114   233,691.471   MT  1.00000420   -0 22 22.8
 CO1385;SPC MS E     -   937,947.97    766,702.77   sFT  1.00000420   -0 22 22.8
 CO1385;UTM  16      - 3,551,768.378   260,657.563   MT  1.00030651   -1 20 50.0
 CO1385
 CO1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1385!SPC MS E     -   0.99997628  x   1.00000420  =   0.99998048
 CO1385!UTM  16      -   0.99997628  x   1.00030651  =   1.00028278
 CO1385
 CO1385|---------------------------------------------------------------------|
 CO1385| PID    Reference Object                     Distance      Geod. Az  |
 CO1385|                                                           dddmmss.s |
 CO1385| CO1384 GARDNER                              31.555 METERS 13346     |
 CO1385| CF9813 GARDNER RM 2                         29.920 METERS 18925     |
 CO1385| CF9816 GARDNER 2 RM 5                                     2171936.3 |
 CO1385| CO1388 HEATER RIDGE FIRE TOWER             APPROX. 9.5 KM 2885944.3 |
 CO1385| CF9815 GARDNER 2 RM 4                       29.636 METERS 28923     |
 CO1385|---------------------------------------------------------------------|
 CO1385
 CO1385                          SUPERSEDED SURVEY CONTROL
 CO1385
 CO1385  ELLIP H (04/15/02)  151.067  (m)                       GP(       ) 4 2
 CO1385  NAD 83(1993)-  32 04 36.68266(N)    089 32 08.43216(W) AD(       ) B
 CO1385  ELLIP H (02/15/02)  151.065  (m)                       GP(       ) 4 1
 CO1385  NAD 83(1993)-  32 04 36.68382(N)    089 32 08.42912(W) AD(       ) 2
 CO1385  NAD 83(1986)-  32 04 36.69867(N)    089 32 08.42733(W) AD(       ) 2
 CO1385  NAD 27      -  32 04 36.14757(N)    089 32 08.17592(W) AD(       ) 2
 CO1385
 CO1385.Superseded values are not recommended for survey control.
 CO1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1385.See file dsdata.txt to determine how the superseded data were derived.
 CO1385
 CO1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6065851768(NAD 83)
 CO1385_MARKER: DS = TRIANGULATION STATION DISK
 CO1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1385_MARK LOGO: CGS   
 CO1385_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1385+STABILITY: SURFACE MOTION
 CO1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1385+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 CO1385
 CO1385  HISTORY     - Date     Condition        Report By
 CO1385  HISTORY     - 1967     MONUMENTED       CGS
 CO1385  HISTORY     - 1974     GOOD             NGS
 CO1385  HISTORY     - 1986     GOOD             MSU
 CO1385  HISTORY     - 20000501 GOOD             NGS
 CO1385
 CO1385                          STATION DESCRIPTION
 CO1385
 CO1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CO1385'THE STATION IS LOCATED 2.75 MILES NORTHWEST OF RALEIGH ON A HIGH
 CO1385'RIDGE IN NORTHWEST QUARTER OF SEC. 25, T 3 W, R 7 E, ON PROPERTY
 CO1385'OWNED BY MR. HAROLD ARENDER, ABOUT 85 FT. NORTHWEST OF THE
 CO1385'ARENDER HOUSE (HOUSE TO BE BUILT), 15 FT. SOUTH OF TERRACE,
 CO1385'30 FT. SOUTHWEST OF A SHARPE DROP OFF TO THE NORTHEAST, 57 FT.
 CO1385'WEST OF SMALL MAGNOLIA TREE, 15 FT. SOUTH OF A SMALL ELM TREE, 1
 CO1385'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 CO1385'TRIANGULATION MARK DISK STAMPED GARDNER 2 1967, PROJECTING
 CO1385'1-INCH.
 CO1385'
 CO1385'REFERENCE MARK NO. 2 IS 98.22 FT. SOUTH OF STATION ON THE FIRST
 CO1385'TERRACE WEST OF THE HOUSE AND FIRST STATION SOUTH OF STATION.
 CO1385'IT IS A STANDARD REFERENCE MARK DISK STAMPED GARDNER NO 2 1934,
 CO1385'FLUSH WITH GROUND.
 CO1385'
 CO1385'REFERENCE MARK NO. 4 IS 97.28 FT. WSW OF THE STATION ON THE
 CO1385'SECOND TERRACE WEST OF THE STATION, 101 FT. WEST OF THE SMALL
 CO1385'ELM TREE, 75 FT. SSE OF A GROUP OF PERSIMMION TREES.  IT IS A
 CO1385'STANDARD REFERENCE MARK DISK STAMPED GARDNER 2 NO 4 1967, FLUSH.
 CO1385'ABOUT 4 FT. LOWER THAN STATION.
 CO1385'
 CO1385'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  HOWEVER A
 CO1385'DIRECTION WAS TAKEN TO THE RALEIGH MUNICIPAL WATER TANK, HEATER
 CO1385'RIDGE LOOKOUT TOWER AND THE RALEIGH, RALEIGH CORPORATION WATER
 CO1385'TANK.  ALL WHICH CAN BE USED AS AZIMUTH MARKS.
 CO1385'
 CO1385'TO REACH THE STATION FROM THE COURTHOUSE IN RALEIGH, GO NORTH
 CO1385'ON STATE HIGHWAY 35 FOR 0.2 MILE TO THE JUNCTION WITH STATE
 CO1385'HIGHWAY 18, CONTINUE NORTH ON STATE HIGHWAY 35 FOR 2.15 MILES
 CO1385'TO A FORK IN A CURVE, TAKE LEFT FORK AND GO NORTHWEST ON
 CO1385'GRAVELED ROAD FOR 0.8 MILE TO THE HAROLD ARENDER RESIDENCE ON
 CO1385'TOP OF HILL AND STATION.
 CO1385
 CO1385                          STATION RECOVERY (1974)
 CO1385
 CO1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 CO1385'THE STATION WAS VISITED 5-15-74 AND THE STATION MARK, R.M. NO. 2 AND
 CO1385'R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  AN AZIMUTH MARK R.M. NO. 5
 CO1385'WAS ESTABLISHED AT THIS DATE BY A POLARIS OBSERVATION.  THE
 CO1385'ARENDERS HAVE BUILT A NEW HOUSE NEAR THE STATION AND A NEW
 CO1385'DESCRIPTION IS NECESSARY.  A NEW DESCRIPTION FOLLOWS--
 CO1385'
 CO1385'THE STATION IF LOCATED ABOUT 2.75 MILES NORTHWEST OF RALEIGH, ON A
 CO1385'HIGH HILL IN THE NW 1/4 OF SEC 25, T 3 W, R 7 E, ON THE PROPERTY
 CO1385'OWNED BY HAROLD ARENDER.  IT IS 70 FEET NORTHWEST OF THE NORTHWEST
 CO1385'CORNER OF THE RED BRICK HOUSE, 15 FEET SOUTHEAST OF A POWER POLE,
 CO1385'57 FEET WEST OF A 6-INCH PERSIMMON TREE, 54.5 FEET WEST OF THE
 CO1385'PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 44 FEET NORTH OF THE
 CO1385'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, AND 93 FEET NORTH
 CO1385'OF A POWER POLE WITH A TRANSFORMER.  IT IS A TRIANGULATION STATION
 CO1385'DISK STAMPED GARDNER 2 1967, PROJECTING 2 INCHES.
 CO1385'
 CO1385'REFERENCE MARK NO. 2 IS 98.18 FEET SOUTH OF THE STATION, 10.5 FEET
 CO1385'WEST OF THE POWER POLE WITH A TRANSFORMER, 73.5 FEET WNW OF THE
 CO1385'SW CORNER OF THE RED BRICK HOUSE, 11 FEET NORTH OF THE PROJECTED
 CO1385'PLANE OF THE SOUTH WALL OF THE HOUSE.  IT IS A REFERENCE MARK DISK
 CO1385'STAMPED GARDNER NO 2 1934 PROJECTING 4 INCHES.
 CO1385'
 CO1385'REFERENCE MARK NO. 4 IS 97.23 FEET WNW OF THE STATION, 152 FEET NW
 CO1385'OF THE POWER POLE WITH THE TRANSFORMENRM 83 FEET WNW OF A POWER
 CO1385'POLE, 164 FEET WNW OF THE NW CORNER OF THE HOUSE, AND 79.5 FEET
 CO1385'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE.  IT IS A
 CO1385'REFERENCE MARK DISK STAMPED GARDNER 2 NO 4 1967, PROJECTING 6
 CO1385'INCHES.
 CO1385'
 CO1385'REFERENCE MARK NO. 5 IS ABOUT 0.5 MILES SSW OF THE STATION IN THE
 CO1385'SW CORNER OF AN OPEN PASTURE, IN THE TREES IN THE SOUTH SLOPE, 25
 CO1385'FEET SOUTH OF THE SOUTH EDGE OF THE PASTURE, 84 FEET SOUTH OF THE
 CO1385'MOST SOUTHERLY TERRACE OF THE PASTURE, 59 FEET EAST OF A FENCE
 CO1385'LINE AND TWIN PINE TREE IN THE FENCE, 1 FOOT SOUTH OF A METAL
 CO1385'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED GARDNER 2 NO
 CO1385'5 1974 AZMK, PROJECTING 2 INCHES.
 CO1385'
 CO1385'TO REACH THE STATION FROM THE COURTHOUSE IN RALEIGH, GO NORTH ON
 CO1385'STATE HIGHWAY 35 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 18,
 CO1385'CONTINUE NORTH ON STATE HIGHWAY 35 FOR 2.15 MILE TO A FORKS IN THE
 CO1385'ROAD AT A CURVE, TAKE LEFT FORK AND GO WEST ON A GRAVELED ROAD FOR
 CO1385'0.8 MILE TO THE TOP OF THE HILL AND THE STATION NORTHWEST OF THE
 CO1385'RED BRICK HOUSE.
 CO1385'
 CO1385'TO REACH THE AZIMUTH MARK GO SOUTHERLY ACROSS THE PASTURE TO THE MARK
 CO1385'AT THE SOUTHWEST END OF THE PASTURE.
 CO1385'
 CO1385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILE NW OF
 CO1385'RALEIGH.
 CO1385
 CO1385                          STATION RECOVERY (1986)
 CO1385
 CO1385'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (BH)
 CO1385'RECOVERED IN GOOD CONDITION.
 CO1385
 CO1385                          STATION RECOVERY (2000)
 CO1385
 CO1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1385'RECOVERED AS DESCRIBED.  THE STATION IS NOW 2 FT (0.6 M) SOUTHEAST OF
 CO1385'A LARGE, ROUND WOODEN FENCE CORNER POST, 1 FT (0.3 M) SOUTHWEST OF
 CO1385'ANOTHER ROUND POST, 15 FT (4.6 M) SOUTHEAST OF A POWER POLE WITH TWO
 CO1385'GUYS, AND 1 FT (0.3 M) NORTH OF AN ORANGE WITNESS POST.  RECENT
 CO1385'CONTACT WITH THE OWNER CONFIRMED PERMISSION FOR ACCESS, PROVIDED NO
 CO1385'TRASH OR FLAGGING ARE LEFT ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2716 ***********************************************************************
 EH2716  DESIGNATION -  GARINER SYMONDS RAD KKA 701
 EH2716  PID         -  EH2716
 EH2716  STATE/COUNTY-  MS/PANOLA
 EH2716  USGS QUAD   -  ASA (1983)
 EH2716
 EH2716                         *CURRENT SURVEY CONTROL
 EH2716  ___________________________________________________________________
 EH2716* NAD 83(1993)-  34 17 36.11790(N)    090 04 20.44596(W)     ADJUSTED  
 EH2716* NAVD 88     -              **(meters)            **(feet)            
 EH2716  ___________________________________________________________________
 EH2716  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 EH2716  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH2716  HORZ ORDER  -  THIRD
 EH2716
 EH2716.The horizontal coordinates were established by classical geodetic methods
 EH2716.and adjusted by the National Geodetic Survey in May 1994.
 EH2716
 EH2716
 EH2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2716
 EH2716.The geoid height was determined by GEOID03.
 EH2716
 EH2716;                    North         East     Units Scale Factor Converg.
 EH2716;SPC MS W     -   531,518.067   724,026.876   MT  0.99995711   +0 08 49.4
 EH2716;SPC MS W     - 1,743,822.19  2,375,411.51   sFT  0.99995711   +0 08 49.4
 EH2716;UTM  15      - 3,798,565.642   769,472.670   MT  1.00049519   +1 39 01.9
 EH2716;UTM  16      - 3,798,959.038   217,204.712   MT  1.00058591   -1 43 55.9
 EH2716
 EH2716                          SUPERSEDED SURVEY CONTROL
 EH2716
 EH2716  NAD 83(1986)-  34 17 36.12878(N)    090 04 20.44463(W) AD(       ) 4
 EH2716  NAD 27      -  34 17 35.73800(N)    090 04 20.11800(W) AD(       ) 3
 EH2716
 EH2716.Superseded values are not recommended for survey control.
 EH2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2716.See file dsdata.txt to determine how the superseded data were derived.
 EH2716
 EH2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6947398566(NAD 83)
 EH2716_MARKER: 42 = RADIO/TV MAST
 EH2716
 EH2716  HISTORY     - Date     Condition        Report By
 EH2716  HISTORY     - 1956     FIRST OBSERVED   CGS
 EH2716  HISTORY     - 1966     GOOD             MSHD
 EH2716
 EH2716                          STATION DESCRIPTION
 EH2716
 EH2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EH2716'THE STATION IS THE CENTER OF THE TOP OF THE 260-FOOT HIGH
 EH2716'RED AND WHITE RADIO MAST ON THE PROPERTY OF THE TENNESSEE
 EH2716'GAS TRANSMISSION CO., AT THE GARDINER SYMONDS COMPRESSOR
 EH2716'STATION LOCATED APPROXIMATELY 7-1/2 MILES WEST OF BATESVILLE.
 EH2716'THE MAST IS ABOUT 0.2 MILE SOUTH OF STATE HIGHWAY 6.
 EH2716
 EH2716                          STATION RECOVERY (1966)
 EH2716
 EH2716'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH2716'THE STATION SITE WAS VISITED 11-1-66 AND THE STATION WAS
 EH2716'FOUND IN GOOD CONDITION.
 EH2716'
 EH2716'THE STATION IS THE CENTER OF THE TOP OF THE RED AND WHITE
 EH2716'RADIO MAST ON THE PROPERTY OF THE TENNESSEE GAS TRANSMISSION
 EH2716'COMPANY AT THE GARDINER SYMONDS COMPRESSOR STATION LOCATED
 EH2716'APPROXIMATELY 7.5 MILES WEST OF BATESVILLE IN THE NORTHEAST
 EH2716'CORNER OF SECTION 19, T9S, R2E AND IS APPROXIMATELY 140
 EH2716'FEET.
 EH2716'
 EH2716'TO REACH FROM THE U.S. POST OFFICE IN BATESVILLE GO SOUTHWEST
 EH2716'ON EUREK STREET FOR 0.4 MILE TO THE INTERSECTION OF MISSISSIPPI
 EH2716'HIGHWAY 6, TURN RIGHT (WEST) AND CONTINUE ON HIGHWAY 6 FOR
 EH2716'6.95 MILES TO A CROSSROADS, TURN LEFT (SOUTHWEST) AND CONTINUE
 EH2716'ON AN ALL-WEATHER ROAD FOR 0.5 MILE TO THE MAST ON THE RIGHT
 EH2716'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0613 ***********************************************************************
 EH0613  DESIGNATION -  GAS
 EH0613  PID         -  EH0613
 EH0613  STATE/COUNTY-  MS/COAHOMA
 EH0613  USGS QUAD   -  SHERARD (1967)
 EH0613
 EH0613                         *CURRENT SURVEY CONTROL
 EH0613  ___________________________________________________________________
 EH0613* NAD 83(1993)-  34 09 01.10807(N)    090 38 16.79479(W)     ADJUSTED  
 EH0613* NAVD 88     -        48.365  (meters)     158.68   (feet)  ADJUSTED  
 EH0613  ___________________________________________________________________
 EH0613  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EH0613  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0613  DYNAMIC HT  -          48.318 (meters)     158.52  (feet)  COMP
 EH0613  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH0613
 EH0613  HORZ ORDER  -  THIRD
 EH0613  VERT ORDER  -  SECOND    CLASS 0
 EH0613
 EH0613.The horizontal coordinates were established by classical geodetic methods
 EH0613.and adjusted by the National Geodetic Survey in May 1994.
 EH0613
 EH0613.The orthometric height was determined by differential leveling
 EH0613.and adjusted in June 1991.
 EH0613.WARNING-Repeat measurements at this control monument indicate possible
 EH0613.vertical movement.
 EH0613
 EH0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0613
 EH0613.The geoid height was determined by GEOID03.
 EH0613
 EH0613.The dynamic height is computed by dividing the NAVD 88
 EH0613.geopotential number by the normal gravity value computed on the
 EH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0613.degrees latitude (g = 980.6199 gals.).
 EH0613
 EH0613.The modeled gravity was interpolated from observed gravity values.
 EH0613
 EH0613;                    North         East     Units Scale Factor Converg.
 EH0613;SPC MS W     -   515,661.020   671,904.596   MT  0.99995973   -0 10 15.7
 EH0613;SPC MS W     - 1,691,797.86  2,204,407.00   sFT  0.99995973   -0 10 15.7
 EH0613;UTM  15      - 3,781,342.626   717,763.762   MT  1.00018459   +1 19 35.3
 EH0613
 EH0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0613!SPC MS W     -   0.99999656  x   0.99995973  =   0.99995629
 EH0613!UTM  15      -   0.99999656  x   1.00018459  =   1.00018115
 EH0613
 EH0613|---------------------------------------------------------------------|
 EH0613| PID    Reference Object                     Distance      Geod. Az  |
 EH0613|                                                           dddmmss.s |
 EH0613| EH0611 GAS RM 1                             23.934 METERS 02449     |
 EH0613| EH0612 GAS AZ MK                                          0443328.6 |
 EH0613| EH0614 GAS RM 2                             37.797 METERS 10803     |
 EH0613| EH2806 TEXAS GAS TRANS MICROWAVE MAST      322.823 METERS 15429     |
 EH0613| EH2807 GAS AZ MK 2                         414.055 METERS 2353409.5 |
 EH0613|---------------------------------------------------------------------|
 EH0613
 EH0613                          SUPERSEDED SURVEY CONTROL
 EH0613
 EH0613  NAD 83(1986)-  34 09 01.11774(N)    090 38 16.79333(W) AD(       ) 3
 EH0613  NAD 27      -  34 09 00.72630(N)    090 38 16.43480(W) AD(       ) 3
 EH0613  NGVD 29 (??/??/??)   48.402  (m)          158.80   (f) ADJUSTED    2 0
 EH0613
 EH0613.Superseded values are not recommended for survey control.
 EH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0613.See file dsdata.txt to determine how the superseded data were derived.
 EH0613
 EH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1776481343(NAD 83)
 EH0613_MARKER: DS = TRIANGULATION STATION DISK
 EH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0613_STAMPING: GAS 1957
 EH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0613+STABILITY: SURFACE MOTION
 EH0613
 EH0613  HISTORY     - Date     Condition        Report By
 EH0613  HISTORY     - 1957     MONUMENTED       CGS
 EH0613  HISTORY     - 1966     GOOD             CGS
 EH0613  HISTORY     - 1972     GOOD             MSHD
 EH0613  HISTORY     - 1972     GOOD             MSHD
 EH0613  HISTORY     - 1979     GOOD             DOD
 EH0613  HISTORY     - 19811001 GOOD             MSSU
 EH0613  HISTORY     - 20030623 MARK NOT FOUND   USACE
 EH0613
 EH0613                          STATION DESCRIPTION
 EH0613
 EH0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 EH0613'STATION IS APPROXIMATELY 5 MILES SOUTHWEST OF CLARKSDALE,
 EH0613'ON THE GROUNDS OF THE TEXAS GAS TRANSMISSION CORP., ALONG
 EH0613'U.S. HIGHWAY 61 AND IN SECTION 5, T. 26 N., R. 4 W..
 EH0613'
 EH0613'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND U.S. HIGHWAY
 EH0613'49 AT THE SOUTH SIDE OF CLARKSDALE, GO SOUTHWEST ON U.S.
 EH0613'HIGHWAY 61 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EH0613'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 0.35 MILE TO THE
 EH0613'ENTRANCE TO THE TEXAS GAS TRANSMISSION CORP PUMPING STATION
 EH0613'AND THE STATION ON THE LEFT.
 EH0613'
 EH0613'STATION MARKS ARE STANDARD DISKS STAMPED GAS 1957.  THE
 EH0613'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 2
 EH0613'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 114.5 FEET
 EH0613'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 78.5 FEET
 EH0613'SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A METAL CULVERT AND
 EH0613'46 FEET SOUTHWEST OF THE CENTER OF THE SURFACED ENTRANCE.
 EH0613'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EH0613'30 INCHES BELOW THE SURFACE OF THE GROUND.
 EH0613'
 EH0613'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GAS NO 1 1957,
 EH0613'IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 EH0613'SURFACE OF THE GROUND.  IT IS 81.5 FEET SOUTHEAST OF THE
 EH0613'CENTER OF U.S. HIGHWAY 61, 26 FEET NORTHEAST OF THE CENTER
 EH0613'OF THE SURFACED ENTRANCE AND 1 FOOT SOUTHEAST OF A POWER
 EH0613'LINE POLE.
 EH0613'
 EH0613'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GAS NO 2 1957,
 EH0613'IS SET IN A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW
 EH0613'THE SURFACE OF THE GROUND.  IT IS 19 FEET NORTHEAST OF THE
 EH0613'CENTER OF THE SURFACED ENTRANCE, 15 FEET NORTHWEST OF A
 EH0613'METAL STREET LIGHT AND 1 FOOT SOUTHWEST OF A TELEPHONE POLE.
 EH0613'
 EH0613'AZIMUTH MARK, A STANDARD DISK STAMPED GAS 1957, IS SET IN A
 EH0613'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 125
 EH0613'FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 52.5
 EH0613'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 61 AND 21 FEET
 EH0613'SOUTH OF A 4-FOOT TREE.  A STANDARD WITNESS POST WAS SET
 EH0613'3 FEET NORTHEAST OF THE MARK.
 EH0613'
 EH0613'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EH0613
 EH0613                          STATION RECOVERY (1966)
 EH0613
 EH0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EH0613'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION THE
 EH0613'REF. MKS WERE RECOVERED, HOWEVER THE AZIMUTH MARK WAS APPRENTLY
 EH0613'DESTROYED.
 EH0613'
 EH0613'BRONZE DISK.
 EH0613
 EH0613                          STATION RECOVERY (1972)
 EH0613
 EH0613'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 EH0613'THE STATION WAS VISITED 12-7-72 AND THE STATION MARK, RM NO 1, AND RM
 EH0613'NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 EH0613'BROKEN OFF ABOUT 12 INCHES BELOW THE GROUND WITH THE TOP PART
 EH0613'MISSING.
 EH0613'
 EH0613'THE STATION IS LOCATED 4.5 MILES SW OF CLARKSDALE ON THE GROUNDS OF
 EH0613'THE TEXAS GAS TRANSMISSION CO., 2.6 MILES NE OF THE COMMUNITY OF
 EH0613'BOBO IN THE SW 1/4 OF SECTION 5, T 26N, R 4W.  IT IS 114.5 FEET SE
 EH0613'OF THE CENTER OF HIGHWAY 61, 46 FEET SW OF THE SURFACED ENTRANCE
 EH0613'DRIVE, 28 FEET WEST OF THE CENTER OF A GRAVELED DRIVE, 160 FEET
 EH0613'NNE OF THE NE CORNER OF A GREEN METAL BUILDING, 48 FEET EAST OF THE
 EH0613'PROJECTED PLANE OF THE EAST WALL OF THE BUILDING, 65 FEET SW OF A
 EH0613'METAL LAMP POLE, 34 FEET SE OF A ROW OF POLES AND 65 FEET SE OF A
 EH0613'CYCLONE FENCE.  IT IS A TRIANGULATION DISK STAMPED GAS 1957 1
 EH0613'INCH BELOW THE GROUND.
 EH0613'
 EH0613'REFERENCE MARK NO 1 IS 78.67 FEET NE OF THE STATION.  IT IS 81 FEET
 EH0613'SE OF THE CENTER OF HIGHWAY 61, 25 FEET NE OF THE CENTER OF THE
 EH0613'ENTRANCE DRIVE, 20 FEET NNW OF A METAL LAMP POLE, 33.5 FEET NW OF A
 EH0613'12 INCH OAK, 2 FEET SW OF A ROW OF OAKS, 31 FEET SE OF THE SW END
 EH0613'OF A CYCLONE FENCE AND 1.5 FEET SE OF A POWER POLE WITH A GUY
 EH0613'WIRE.  IT IS A REFERENCE MARK DISK, STAMPED GAS NO 1 1957 FLUSH.
 EH0613'
 EH0613'REFERENCE MARK NO 2 IS 123.87 FEET ESE OF THE STATION.  IT IS 19 FEET
 EH0613'NE OF THE CENTER OF THE SURFACED ENTRANCE DRIVE, 21 FEET WEST OF THE
 EH0613'PROJECTED PLANE OF THE EAST WALL OF A WHITE ASBESTOS SIDING HOUSE,
 EH0613'13.5 FEET WEST OF A 12 INCH OAK, 8.5 FEET SW OF A ROW OF OAKS,
 EH0613'14.5 FEET NW OF A METAL STREET LAMP POLE, AND 219.5 FEET SE OF THE
 EH0613'CENTER OF HIGHWAY 61.  IT IS A REFERENCE MARK DISK, STAMPED GAS NO
 EH0613'2 1957 2 INCHES BELOW THE GROUND.
 EH0613'
 EH0613'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 138.86 FEET.
 EH0613'
 EH0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61
 EH0613'IN CLARKSDALE GO SW ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION
 EH0613'OF STATE HIGHWAY 322.  CONTINUE SW ON U.S. HIGHWAY 61 FOR 3.7 MILES
 EH0613'TO THE ENTRANCE TO THE PUMPING STATION AND THE STATION ON THE
 EH0613'LEFT.
 EH0613'
 EH0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SW OF
 EH0613'CLARKSDALE.
 EH0613
 EH0613                          STATION RECOVERY (1972)
 EH0613
 EH0613'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0613'4.5 MI SW FROM CLARKSDALE.
 EH0613'THE MARK IS LOCATED 4.5 MILES SOUTHWEST OF CLARKSDALE ON THE GROUNDS
 EH0613'NEAR THE ENTRANCE TO THE TEXAS GAS TRANSMISSION CO., 2.6 MILES
 EH0613'NORTHEAST OF THE COMMUNITY OF BOBO IN THE SOUTHWEST 1/4 OF SECTION 5,
 EH0613'T 26N, R 4W.  IT IS 114.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61,
 EH0613'46 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 28 FEET WEST OF
 EH0613'THE CENTER OF A GRAVELED DRIVE, 160 FEET NORTH-NORTHEAST OF THE
 EH0613'NORTHEAST CORNER OF A GREEN METAL BUILDING, 48 FEET EAST OF THE
 EH0613'PROJECTED PLANE OF THE EAST WALL OF THE BUILDING, 65 FEET SOUTHWEST OF
 EH0613'A METAL LAMP POLE, 34 FEET SOUTHEAST OF A ROW OF POWER POLES, 65 FEET
 EH0613'SOUTHEAST OF A CYCLONE FENCE SET IN THE TOP OF AN 11 INCH SQUARE
 EH0613'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS 1 INCH BELOW THE
 EH0613'GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0613'CLARKSDALE GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE
 EH0613'JUNCTION OF STATE HIGHWAY 322.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61
 EH0613'FOR 3.7 MILES TO THE ENTRANCE TO THE PUMPING STATION AND THE MARK ON
 EH0613'THE LEFT.
 EH0613
 EH0613                          STATION RECOVERY (1979)
 EH0613
 EH0613'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0613'RECOVERED IN GOOD CONDITION.
 EH0613
 EH0613                          STATION RECOVERY (1981)
 EH0613
 EH0613'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0613'RECOVERED IN GOOD CONDITION.
 EH0613
 EH0613                          STATION RECOVERY (2003)
 EH0613
 EH0613'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0613'HWY CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2807 ***********************************************************************
 EH2807  DESIGNATION -  GAS AZ MK 2
 EH2807  PID         -  EH2807
 EH2807  STATE/COUNTY-  MS/COAHOMA
 EH2807  USGS QUAD   -  SHERARD (1967)
 EH2807
 EH2807                         *CURRENT SURVEY CONTROL
 EH2807  ___________________________________________________________________
 EH2807* NAD 83(1993)-  34 08 53.50998(N)    090 38 30.12602(W)     NO CHECK  
 EH2807* NAVD 88     -        48.7    (meters)     160.     (feet)  VERTCON   
 EH2807  ___________________________________________________________________
 EH2807  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 EH2807  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH2807  HORZ ORDER  -  THIRD
 EH2807
 EH2807.The horizontal coordinates were established by classical geodetic methods
 EH2807.and adjusted by the National Geodetic Survey in May 1994.
 EH2807.No horizontal observational check was made to the station.
 EH2807
 EH2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2807
 EH2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2807
 EH2807.The geoid height was determined by GEOID03.
 EH2807
 EH2807;                    North         East     Units Scale Factor Converg.
 EH2807;SPC MS W     -   515,427.940   671,562.396   MT  0.99995996   -0 10 23.2
 EH2807;SPC MS W     - 1,691,033.17  2,203,284.29   sFT  0.99995996   -0 10 23.2
 EH2807;UTM  15      - 3,781,100.628   717,427.695   MT  1.00018279   +1 19 27.5
 EH2807
 EH2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2807!SPC MS W     -   0.99999652  x   0.99995996  =   0.99995648
 EH2807!UTM  15      -   0.99999652  x   1.00018279  =   1.00017930
 EH2807
 EH2807                          SUPERSEDED SURVEY CONTROL
 EH2807
 EH2807  NAD 83(1986)-  34 08 53.51966(N)    090 38 30.12457(W) AD(       ) 3
 EH2807  NAD 27      -  34 08 53.12792(N)    090 38 29.76558(W) AD(       ) 3
 EH2807  NGVD 29 (07/19/86)   48.7    (m)          160.     (f) VERT ANG    3  
 EH2807
 EH2807.Superseded values are not recommended for survey control.
 EH2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2807.See file dsdata.txt to determine how the superseded data were derived.
 EH2807
 EH2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1742881101(NAD 83)
 EH2807_MARKER: DZ = AZIMUTH MARK DISK
 EH2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2807+STABILITY: SURFACE MOTION
 EH2807
 EH2807  HISTORY     - Date     Condition        Report By
 EH2807  HISTORY     - 1980     MONUMENTED       NGS
 EH2807
 EH2807                          STATION DESCRIPTION
 EH2807
 EH2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EH2807'TO REACH STATION GAS FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 49
 EH2807'IN CLARKSDALE,
 EH2807'GO SOUTHWEST ON U.S. HIGHWAY 61 FOR 5.2 MILES TO THE ENTRANCE OF
 EH2807'THE TEXAS GAS CORP. PUMPING STATION ON THE LEFT AND STATION.
 EH2807'
 EH2807'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON U.S. HIGHWAY
 EH2807'61 FOR 0.25 MILE TO MARK ON THE RIGHT.
 EH2807'
 EH2807'AZIMUTH MARK IS A STANDARD DISK, STAMPED---GAS 1957 1980---SET IN TOP
 EH2807'OF A ROUND CONCRETE POST AND FLUSH WITH THE GROUND.  IT IS 29 FEET
 EH2807'NORTHWEST OF THE CENTER OF HIGHWAY 61, 21 FEET SOUTHEAST OF THE
 EH2807'CORNER OF CULTIVATED FIELD AND TREE LINE, 2 FEET NORTHWEST OF A
 EH2807'WOODEN POST WITH SPEED LIMIT SIGN AND 1 FOOT NORTHEAST OF A METAL
 EH2807'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0611 ***********************************************************************
 EH0611  DESIGNATION -  GAS RM 1
 EH0611  PID         -  EH0611
 EH0611  STATE/COUNTY-  MS/COAHOMA
 EH0611  USGS QUAD   -  SHERARD (1967)
 EH0611
 EH0611                         *CURRENT SURVEY CONTROL
 EH0611  ___________________________________________________________________
 EH0611* NAD 83(1986)-  34 09 00.     (N)    090 38 16.     (W)     SCALED    
 EH0611* NAVD 88     -        48.592  (meters)     159.42   (feet)  ADJUSTED  
 EH0611  ___________________________________________________________________
 EH0611  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0611  DYNAMIC HT  -          48.544 (meters)     159.26  (feet)  COMP
 EH0611  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH0611
 EH0611  VERT ORDER  -  SECOND    CLASS 0
 EH0611
 EH0611.The horizontal coordinates were scaled from a topographic map and have
 EH0611.an estimated accuracy of +/- 6 seconds.
 EH0611
 EH0611.The orthometric height was determined by differential leveling
 EH0611.and adjusted in June 1991.
 EH0611
 EH0611.The geoid height was determined by GEOID03.
 EH0611
 EH0611.The dynamic height is computed by dividing the NAVD 88
 EH0611.geopotential number by the normal gravity value computed on the
 EH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0611.degrees latitude (g = 980.6199 gals.).
 EH0611
 EH0611.The modeled gravity was interpolated from observed gravity values.
 EH0611
 EH0611;                    North         East    Units  Estimated Accuracy
 EH0611;SPC MS W     -   515,630.      671,930.      MT  (+/- 180 meters Scaled)
 EH0611
 EH0611                          SUPERSEDED SURVEY CONTROL
 EH0611
 EH0611  NGVD 29 (??/??/??)   48.636  (m)          159.57   (f) ADJUSTED    2 0
 EH0611
 EH0611.Superseded values are not recommended for survey control.
 EH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0611.See file dsdata.txt to determine how the superseded data were derived.
 EH0611
 EH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT177813(NAD 83)
 EH0611_MARKER: DR = REFERENCE MARK DISK
 EH0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0611_STAMPING: GAS NO 1 1957
 EH0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0611+STABILITY: SURFACE MOTION
 EH0611
 EH0611  HISTORY     - Date     Condition        Report By
 EH0611  HISTORY     - 1957     MONUMENTED       CGS
 EH0611  HISTORY     - 1972     GOOD             MSHD
 EH0611  HISTORY     - 1979     GOOD             DOD
 EH0611  HISTORY     - 19811001 GOOD             MSSU
 EH0611
 EH0611                          STATION DESCRIPTION
 EH0611
 EH0611'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0611'4.5 MI SW FROM CLARKSDALE.
 EH0611'THE MARK IS LOCATED 4.5 MILES SOUTHWEST OF CLARKSDALE AT THE ENTRANCE
 EH0611'TO THE TEXAS GAS TRANSMISSION CO., 2.6 MILES NORTHEAST OF THE
 EH0611'COMMUNITY OF BOBO IN THE SOUTHWEST 1/4 OF SECTION 5, T 26N, R 4W.  IT
 EH0611'IS 78.67 FEET NORTHEAST OF THE STATION, 81 FEET SOUTHEAST OF THE
 EH0611'CENTER OF HIGHWAY 61, 25 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE
 EH0611'DRIVE, 20 FEET NORTH-NORTHWEST OF A METAL LAMP POLE, 33.5 FEET
 EH0611'NORTHWEST OF A 12 INCH OAK, 2 FEET SOUTHWEST OF A ROW OF OAKS, 31 FEET
 EH0611'SOUTHEAST OF THE SOUTHWEST END OF A CYCLONE FENCE, 1 FOOT SOUTHEAST OF
 EH0611'A POWER POLE WITH A GUY WIRE SET IN THE TOP OF A 12 INCH CONCRETE
 EH0611'CYLINDER ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO
 EH0611'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO
 EH0611'SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE
 EH0611'HIGHWAY 322.  CONTINUE SOUTHWEST OF U.S. HIGHWAY 61 FOR 3.7 MILES TO
 EH0611'THE ENTRANCE TO THE PUMPING STATION AND THE MARK ON THE LEFT.
 EH0611
 EH0611                          STATION RECOVERY (1979)
 EH0611
 EH0611'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 EH0611'RECOVERED IN GOOD CONDITION.
 EH0611
 EH0611                          STATION RECOVERY (1981)
 EH0611
 EH0611'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0614 ***********************************************************************
 EH0614  DESIGNATION -  GAS RM 2
 EH0614  PID         -  EH0614
 EH0614  STATE/COUNTY-  MS/COAHOMA
 EH0614  USGS QUAD   -  SHERARD (1967)
 EH0614
 EH0614                         *CURRENT SURVEY CONTROL
 EH0614  ___________________________________________________________________
 EH0614* NAD 83(1986)-  34 09 00.     (N)    090 38 16.     (W)     SCALED    
 EH0614* NAVD 88     -        48.346  (meters)     158.62   (feet)  ADJUSTED  
 EH0614  ___________________________________________________________________
 EH0614  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0614  DYNAMIC HT  -          48.298 (meters)     158.46  (feet)  COMP
 EH0614  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH0614
 EH0614  VERT ORDER  -  SECOND    CLASS 0
 EH0614
 EH0614.The horizontal coordinates were scaled from a topographic map and have
 EH0614.an estimated accuracy of +/- 6 seconds.
 EH0614
 EH0614.The orthometric height was determined by differential leveling
 EH0614.and adjusted in June 1991.
 EH0614
 EH0614.The geoid height was determined by GEOID03.
 EH0614
 EH0614.The dynamic height is computed by dividing the NAVD 88
 EH0614.geopotential number by the normal gravity value computed on the
 EH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0614.degrees latitude (g = 980.6199 gals.).
 EH0614
 EH0614.The modeled gravity was interpolated from observed gravity values.
 EH0614
 EH0614;                    North         East    Units  Estimated Accuracy
 EH0614;SPC MS W     -   515,630.      671,930.      MT  (+/- 180 meters Scaled)
 EH0614
 EH0614                          SUPERSEDED SURVEY CONTROL
 EH0614
 EH0614  NGVD 29 (??/??/??)   48.389  (m)          158.76   (f) ADJUSTED    2 0
 EH0614
 EH0614.Superseded values are not recommended for survey control.
 EH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0614.See file dsdata.txt to determine how the superseded data were derived.
 EH0614
 EH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT177813(NAD 83)
 EH0614_MARKER: DR = REFERENCE MARK DISK
 EH0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0614_STAMPING: GAS NO 2 1957
 EH0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0614+STABILITY: SURFACE MOTION
 EH0614
 EH0614  HISTORY     - Date     Condition        Report By
 EH0614  HISTORY     - 1957     MONUMENTED       CGS
 EH0614  HISTORY     - 1972     GOOD             MSHD
 EH0614  HISTORY     - 19811001 GOOD             MSSU
 EH0614
 EH0614                          STATION DESCRIPTION
 EH0614
 EH0614'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0614'4.5 MI SW FROM CLARKSDALE.
 EH0614'THE MARK IS LOCATED 4.5 MILES SOUTHWEST OF CLARKSDALE NEAR THE
 EH0614'ENTRANCE TO THE TEXAS GAS TRANSMISSION CO., 2.6 MILES NORTHEAST OF THE
 EH0614'COMMUNITY OF BOBO IN THE SOUTHWEST 1/4 OF SECTION 5, T 26N, R 4W. IT
 EH0614'IS 123.87 FEET EAST-SOUTHEAST OF THE STATION, 219.5 FEET SOUTHEAST OF
 EH0614'THE CENTER OF HIGHWAY 61, 19 FEET NORTHEAST OF THE CENTER OF THE
 EH0614'ENTRANCE DRIVE, 21 FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL
 EH0614'OF A WHITE ASBESTOS SIDING HOUSE, 13.5 FEET WEST OF A 12 INCH OAK, 8.5
 EH0614'FEET SOUTHWEST OF A ROW OF OAKS, 14.5 FEET NORTHWEST OF A METAL
 EH0614'WITNESS LAMP POLE SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 EH0614'LEVEL WITH THE HIGHWAY AND IS 2 INCHES BELOW THE GROUND. TO REACH FROM
 EH0614'THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO SOUTHWEST ON
 EH0614'U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 322.
 EH0614'CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 3.7 MILES TO THE ENTRANCE TO
 EH0614'THE PUMPING STATION AND THE MARK ON THE LEFT.
 EH0614
 EH0614                          STATION RECOVERY (1981)
 EH0614
 EH0614'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EH0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0615 ***********************************************************************
 EH0615  DESIGNATION -  GAS RM 3
 EH0615  PID         -  EH0615
 EH0615  STATE/COUNTY-  MS/COAHOMA
 EH0615  USGS QUAD   -  SHERARD (1967)
 EH0615
 EH0615                         *CURRENT SURVEY CONTROL
 EH0615  ___________________________________________________________________
 EH0615* NAD 83(1986)-  34 09 00.     (N)    090 38 16.     (W)     SCALED    
 EH0615* NAVD 88     -        48.389  (meters)     158.76   (feet)  ADJUSTED  
 EH0615  ___________________________________________________________________
 EH0615  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0615  DYNAMIC HT  -          48.342 (meters)     158.60  (feet)  COMP
 EH0615  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 EH0615
 EH0615  VERT ORDER  -  SECOND    CLASS II
 EH0615
 EH0615.The horizontal coordinates were scaled from a topographic map and have
 EH0615.an estimated accuracy of +/- 6 seconds.
 EH0615
 EH0615.The orthometric height was determined by differential leveling
 EH0615.and adjusted in June 1991.
 EH0615
 EH0615.The geoid height was determined by GEOID03.
 EH0615
 EH0615.The dynamic height is computed by dividing the NAVD 88
 EH0615.geopotential number by the normal gravity value computed on the
 EH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0615.degrees latitude (g = 980.6199 gals.).
 EH0615
 EH0615.The modeled gravity was interpolated from observed gravity values.
 EH0615
 EH0615;                    North         East    Units  Estimated Accuracy
 EH0615;SPC MS W     -   515,630.      671,930.      MT  (+/- 180 meters Scaled)
 EH0615
 EH0615                          SUPERSEDED SURVEY CONTROL
 EH0615
 EH0615  NGVD 29 (??/??/??)   48.430  (m)          158.89   (f) ADJUSTED    2 2
 EH0615
 EH0615.Superseded values are not recommended for survey control.
 EH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0615.See file dsdata.txt to determine how the superseded data were derived.
 EH0615
 EH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT177813(NAD 83)
 EH0615_MARKER: DR = REFERENCE MARK DISK
 EH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0615_STAMPING: GAS NO 3 1974
 EH0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0615+STABILITY: SURFACE MOTION
 EH0615
 EH0615  HISTORY     - Date     Condition        Report By
 EH0615  HISTORY     - 1974     MONUMENTED       MSHD
 EH0615
 EH0615                          STATION DESCRIPTION
 EH0615
 EH0615'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 EH0615'4.5 MI SW FROM CLARKSDALE.
 EH0615'THE MARK IS LOCATED 4.5 MILES SOUTHWEST OF CLARKSDALE ON THE GROUNDS
 EH0615'OF THE TEXAS GAS TRANSMISSION CO., 2.6 MILES NORTHEAST OF THE
 EH0615'COMMUNITY OF BOBO IN THE SOUTHWEST 1/4 OF SECTION 5, T 26N, R 4W.  IT
 EH0615'IS ABOUT 234 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 61, 12 FEET
 EH0615'NORTHEAST OF THE CENTER OF A SURFACED DRIVE, 5 FEET SOUTHWEST OF A
 EH0615'METAL POLE WITH A LAMP, 15.5 FEET SOUTHWEST OF A 12 INCH OAK, 15 FEET
 EH0615'WEST OF THE PROJECTED PLANE OF THE EAST WALL OF A LIGHT GREEN ASBESTOS
 EH0615'SIDING HOUSE, SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES
 EH0615'BELOW THE LEVEL OF THE DRIVE AND IS 4 INCHES BELOW THE GROUND. TO
 EH0615'REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO
 EH0615'SOUTHWEST ON U.S. HIGHWAY 61 FOR 1.7 MILES TO THE JUNCTION OF STATE
 EH0615'HIGHWAY 322.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 61 FOR 3.7 MILES TO
 EH0615'THE ENTRANCE TO THE PUMPING STATION AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2202 ***********************************************************************
 BH2202  DESIGNATION -  GATE
 BH2202  PID         -  BH2202
 BH2202  STATE/COUNTY-  MS/JACKSON
 BH2202  USGS QUAD   -  KREOLE (1986)
 BH2202
 BH2202                         *CURRENT SURVEY CONTROL
 BH2202  ___________________________________________________________________
 BH2202* NAD 83(1993)-  30 27 37.37696(N)    088 27 17.24418(W)     ADJUSTED  
 BH2202* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2202  ___________________________________________________________________
 BH2202  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH2202  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH2202  HORZ ORDER  -  SECOND
 BH2202
 BH2202.The horizontal coordinates were established by classical geodetic methods
 BH2202.and adjusted by the National Geodetic Survey in May 1994.
 BH2202
 BH2202.The orthometric height was scaled from a topographic map.
 BH2202
 BH2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2202
 BH2202.The geoid height was determined by GEOID03.
 BH2202
 BH2202;                    North         East     Units Scale Factor Converg.
 BH2202;SPC MS E     -   106,515.992   336,352.780   MT  0.99996630   +0 11 30.8
 BH2202;SPC MS E     -   349,461.22  1,103,517.41   sFT  0.99996630   +0 11 30.8
 BH2202;SPC AL W     -    51,420.233   508,308.089   MT  1.00003702   -0 29 02.6
 BH2202;UTM  16      - 3,370,700.247   360,333.687   MT  0.99984065   -0 44 15.4
 BH2202
 BH2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2202!SPC MS E     -   1.00000414  x   0.99996630  =   0.99997044
 BH2202!SPC AL W     -   1.00000414  x   1.00003702  =   1.00004116
 BH2202!UTM  16      -   1.00000414  x   0.99984065  =   0.99984479
 BH2202
 BH2202|---------------------------------------------------------------------|
 BH2202| PID    Reference Object                     Distance      Geod. Az  |
 BH2202|                                                           dddmmss.s |
 BH2202| DD8825 GATE RM 1                            22.963 METERS 02513     |
 BH2202| DD8826 GATE RM 2                            24.655 METERS 15300     |
 BH2202| DD8824 GATE AZ MK                                         1790702.5 |
 BH2202| BH2210 GATE 2                               10.511 METERS 23646     |
 BH2202|---------------------------------------------------------------------|
 BH2202
 BH2202                          SUPERSEDED SURVEY CONTROL
 BH2202
 BH2202  NAD 83(1993)-  30 27 37.38437(N)    088 27 17.24076(W) AD(       ) 2
 BH2202  NAD 83(1986)-  30 27 37.40187(N)    088 27 17.23979(W) AD(       ) 2
 BH2202  NAD 27      -  30 27 36.68200(N)    088 27 17.19200(W) AD(       ) 2
 BH2202
 BH2202.Superseded values are not recommended for survey control.
 BH2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2202.See file dsdata.txt to determine how the superseded data were derived.
 BH2202
 BH2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6033470700(NAD 83)
 BH2202_MARKER: DS = TRIANGULATION STATION DISK
 BH2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2202
 BH2202  HISTORY     - Date     Condition        Report By
 BH2202  HISTORY     - 1958     MONUMENTED       CGS
 BH2202  HISTORY     - 1968     GOOD             MSHD
 BH2202  HISTORY     - 1976     SEE DESCRIPTION  NGS
 BH2202
 BH2202                          STATION DESCRIPTION
 BH2202
 BH2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2202'STATION IS ABOUT 5-3/4 MILES NORTHEAST OF MOSS POINT, 1/4 MILE WEST
 BH2202'OF ESCATAWPA RIVER, NEAR SOUTH SIDE CENTER OF SECTION 2, T 7
 BH2202'S, R 5 W, ON LAND OWNED BY MR. C. W. PHILSTROM, 208 W. CASTERENA
 BH2202'STREET, MOSS POINT.
 BH2202'
 BH2202'STATION IS REACHED FROM THE ESCATAWPA POST OFFICE BY GOING NORTH ON
 BH2202'STATE HIGHWAY 63 FOR 1.05 MILES TO A SURFACED ROAD RIGHT AT SIGN
 BH2202'SARACENIA ROAD TO HELENA.  TURN RIGHT, NORTHEASTERLY, 3.0 MILES TO A
 BH2202'SIDE ROAD RIGHT AT A BRICK HOUSE ON THE LEFT.  TURN RIGHT AND
 BH2202'FOLLOW SURFACED ROAD SOUTHEASTERLY AND EAST 3.25 MILES TO A
 BH2202'T-INTERSECTION, TURN RIGHT, SOUTH, 0.35 MILE TO THE END OF THE
 BH2202'SURFACED ROAD, CONTINUE SOUTH ON DIRT ROAD 0.45 MILE TO A BOARD GATE
 BH2202'ON THE LEFT AND THE STATION ON THE RIGHT.
 BH2202'
 BH2202'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH, SQUARE,
 BH2202'CONCRETE POSTS.
 BH2202'
 BH2202'STATION MARKS ARE STAMPED GATE 1958 AND THE SURFACE MARK PROJECTS 8
 BH2202'INCHES.  IT IS 320 FEET NORTHWEST OF THE NORTHWEST CORNER
 BH2202'OF A SMALL BOATHOUSE, 73 FEET WEST OF A ROAD RIGHT-OF-WAY FENCE, 73
 BH2202'FEET WEST OF THE NORTH GATEPOST AND 56 FEET WEST OF THE CENTER OF
 BH2202'THE DIRT ROAD.  A 4 INCH X 4 INCH WHITE WITNESS POST WAS SET 1 FOOT
 BH2202'WEST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 BH2202'OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 BH2202'
 BH2202'REFERENCE MARK 1 IS STAMPED GATE NO 1 1958 AND PROJECTS 8 INCHES.  IT
 BH2202'IS 89 FEET NORTHWEST OF THE NORTH GATEPOST, 39 FEET WEST OF THE
 BH2202'RIGHT-OF-WAY FENCE AND 23 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 BH2202'
 BH2202'REFERENCE MARK 2 IS STAMPED GATE NO 2 1958 AND PROJECTS 8 INCHES.  IT
 BH2202'IS 68 FEET SOUTHWEST OF THE NORTH GATEPOST, 35 FEET WEST OF THE
 BH2202'RIGHT-OF-WAY FENCE AND 20 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 BH2202'
 BH2202'AZIMUTH MARK IS STAMPED GATE 1958 AND PROJECTS 8 INCHES.  IT IS 138
 BH2202'FEET NORTHEAST OF THE MOST EASTERLY ONE OF A GROUP OF SMALL PINE
 BH2202'TREES AVERAGING ABOUT 12 INCHES IN DIAMETER, 44 FEET WEST OF THE
 BH2202'CENTER OF THE DIRT ROAD, 3 FEET NORTH OF A 6 INCH PINE TREE.  A 4
 BH2202'INCH X 4 INCH WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 BH2202'
 BH2202'AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUEING SOUTH ON THE
 BH2202'DIRT ROAD 0.3 MILE TO THE MARK ON THE RIGHT.
 BH2202'
 BH2202'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2202
 BH2202                          STATION RECOVERY (1968)
 BH2202
 BH2202'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2202'THE STATION WAS VISITED 6-17-68 AND THE STATION MARK, REFERENCE MARK
 BH2202'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2202'
 BH2202'THE STATION IS LOCATED 5.8 MILES EAST NORTHEAST OF THE APPROXIMATE
 BH2202'CENTER OF ESCATAWPA, 6.1 MILES NORTHEAST OF MOSS POINT, 8.3
 BH2202'MILES NORTHEAST OF PASCAGOULA NEAR THE CENTER OF THE SOUTHERN 1/2 OF
 BH2202'SECTION 2, T 17S, R 5W AND ON PROPERTY OWNED BY MR. C. W.
 BH2202'PHILSTROM, 208 W. CASTERENA STREET, MOSS POINT.  IT IS 56 FEET WEST
 BH2202'OF THE CENTER OF A SHELL ROAD, 73 FEET WEST NORTHWEST OF THE
 BH2202'NORTH GATE POST OF A METAL GATE, 72 FEET WEST OF A FENCE AND 1 FOOT
 BH2202'WEST OF A METAL WITNESS POST. THE DISTANCES TO THE RMS WERE
 BH2202'FOUND TO BE REVERSED ON THE ORIGINAL DESCRIPTION.
 BH2202'
 BH2202'IT IS A STANDARD TRIANGULATION DISK, STAMPED GATE 1958 PROJECTING 8
 BH2202'INCHES.
 BH2202'
 BH2202'REFERENCE MARK NO. 1 IS 75.33 FEET NORTH NORTHEAST OF THE STATION.
 BH2202'IT IS 23 FEET WEST OF THE CENTER OF THE SHELL ROAD, 88 FEET
 BH2202'NORTHWEST OF THE NORTH GATE POST, 40 FEET WEST OF A FENCE AND 1 FOOT
 BH2202'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BH2202'GATE NO 1 1958 PROJECTING 8 INCHES.
 BH2202'
 BH2202'REFERENCE MARK NO. 2 IS 80.89 FEET SOUTH SOUTHEAST OF THE STATION.
 BH2202'IT IS 20 FEET WEST OF THE CENTER OF A SHELL ROAD, 68 FEET
 BH2202'SOUTHWEST OF THE SOUTH GATE POST, 35 FEET WEST OF A FENCE, AND 1 FOOT
 BH2202'WEST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 BH2202'DISK, STAMPED GATE NO 2 1958 PROJECTING 8 INCHES.
 BH2202'
 BH2202'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 140.40 FEET.
 BH2202'
 BH2202'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 44 FEET
 BH2202'WEST OF THE CENTER OF A SHELL ROAD, 3 FEET NORTH NORTHWEST OF A
 BH2202'5 INCH PINE AND 1 FOOT NORTH OF A METAL WITNESS POST.THE
 BH2202'STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD
 BH2202'AZIMUTH MARK DISK STAMPED GATE 1958 PROJECTING 8 INCHES.
 BH2202'
 BH2202'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2202'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH2202'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2202'HIGHWAY 63 FOR 1.8 MILES TO SARACENNIA ROAD ON THE RIGHT.
 BH2202'TURN RIGHT (NORTHEAST) AND CONTINUE ON SARACENNIA ROAD FOR 3.0 MILES
 BH2202'TO CODA ROAD ON THE RIGHT.  TURN RIGHT (EAST) AND CONTINUE ON CODA
 BH2202'ROAD FOR 3.25 MILES TO A T INTERSECTION.  TURN RIGHT SOUTH AND
 BH2202'CONTINUE ON POLLOCK ROAD FOR 0.8 MILE TO A METAL GATE ON THE LEFT
 BH2202'AND THE STATION ON THE RIGHT AS DESCRIBED.
 BH2202'
 BH2202'TO REACH THE AZIMUTH CONTINUE SOUTH ON POLLOCK ROAD FOR 0.35 MILE TO
 BH2202'THE MARK ON THE RIGHT AS DESCRIBED.
 BH2202
 BH2202                          STATION RECOVERY (1976)
 BH2202
 BH2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BH2202'THE STATION WAS VISITED 4-27-76 AND THE STATION UNDERGROUND MARK,
 BH2202'REFERENCE MARK NO 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 BH2202'CONDITION.  THE STATION SURFACE MARK AND REFERENCE MARK NO 2 WERE
 BH2202'DESTROYED.  THE STATION UNDERGROUND MARK AND REFERENCE MARK NO 1
 BH2202'WERE ALSO GOING TO BE DESTROYED BY ROAD CONSTRUCTION.  A COMPLETE
 BH2202'NEW STATION WAS ESTABLISHED AT THIS DATE.  SEE DESCRIPTION FOR
 BH2202'GATE 2 1976.
 BH2202'
 BH2202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2202'5.8 MILES EAST-NORTHEAST OF ESCATAWPA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2210 ***********************************************************************
 BH2210  DESIGNATION -  GATE 2
 BH2210  PID         -  BH2210
 BH2210  STATE/COUNTY-  MS/JACKSON
 BH2210  USGS QUAD   -  KREOLE (1986)
 BH2210
 BH2210                         *CURRENT SURVEY CONTROL
 BH2210  ___________________________________________________________________
 BH2210* NAD 83(1993)-  30 27 37.18991(N)    088 27 17.57376(W)     NO CHECK  
 BH2210* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2210  ___________________________________________________________________
 BH2210  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH2210  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH2210  HORZ ORDER  -  THIRD
 BH2210
 BH2210.The horizontal coordinates were established by classical geodetic methods
 BH2210.and adjusted by the National Geodetic Survey in May 1994.
 BH2210.No horizontal observational check was made to the station.
 BH2210
 BH2210.The orthometric height was scaled from a topographic map.
 BH2210
 BH2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2210
 BH2210.The geoid height was determined by GEOID03.
 BH2210
 BH2210;                    North         East     Units Scale Factor Converg.
 BH2210;SPC MS E     -   106,510.203   336,344.007   MT  0.99996629   +0 11 30.7
 BH2210;SPC MS E     -   349,442.22  1,103,488.63   sFT  0.99996629   +0 11 30.7
 BH2210;SPC AL W     -    51,414.547   508,299.249   MT  1.00003704   -0 29 02.8
 BH2210;UTM  16      - 3,370,694.601   360,324.822   MT  0.99984068   -0 44 15.6
 BH2210
 BH2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2210!SPC MS E     -   1.00000414  x   0.99996629  =   0.99997043
 BH2210!SPC AL W     -   1.00000414  x   1.00003704  =   1.00004118
 BH2210!UTM  16      -   1.00000414  x   0.99984068  =   0.99984482
 BH2210
 BH2210|---------------------------------------------------------------------|
 BH2210| PID    Reference Object                     Distance      Geod. Az  |
 BH2210|                                                           dddmmss.s |
 BH2210| BH2202 GATE                                 10.511 METERS 05646     |
 BH2210| DD8824 GATE AZ MK                                         1781402.0 |
 BH2210| DD8827 GATE 2 RM 3                          12.285 METERS 26340     |
 BH2210| DD8828 GATE 2 RM 4                           8.384 METERS 35352     |
 BH2210|---------------------------------------------------------------------|
 BH2210
 BH2210                          SUPERSEDED SURVEY CONTROL
 BH2210
 BH2210  NAD 83(1993)-  30 27 37.19732(N)    088 27 17.57034(W) AD(       ) 3
 BH2210  NAD 83(1986)-  30 27 37.21482(N)    088 27 17.56937(W) AD(       ) 3
 BH2210  NAD 27      -  30 27 36.49494(N)    088 27 17.52157(W) AD(       ) 3
 BH2210
 BH2210.Superseded values are not recommended for survey control.
 BH2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2210.See file dsdata.txt to determine how the superseded data were derived.
 BH2210
 BH2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6032570695(NAD 83)
 BH2210_MARKER: DS = TRIANGULATION STATION DISK
 BH2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2210
 BH2210  HISTORY     - Date     Condition        Report By
 BH2210  HISTORY     - 1976     MONUMENTED       NGS
 BH2210
 BH2210                          STATION DESCRIPTION
 BH2210
 BH2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BH2210'THE STATION WAS VISITED 4-27-76 AND STATION GATE 1958 UNDERGROUND
 BH2210'MARK, REFERENCE MARK NO 1 AND AZIMUTH MARK WERE FOUND IN GOOD
 BH2210'CONDITION.  THE STATION AND REFERENCE MARK NO 1 WERE GOING TO
 BH2210'BE DESTROYED BY ROAD CONSTRUCTION.  A COMPLETE NEW STATION
 BH2210'WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BH2210'
 BH2210'THE NEW STATION IS LOCATED 10.54 METERS SOUTH-SOUTHWEST OF
 BH2210'STATION GATE 1958, ON EDGE OF STATE ROAD RIGHT-OF-WAY, 5.8
 BH2210'MILES EAST-NORTHEAST OF ESCATAWPA, 6.1 MILES NORTHEAST OF MOSS
 BH2210'POINT IN SOUTH 1/2 SECTION 2, T 17S, R 2W.
 BH2210'
 BH2210'TO REACH FROM POST OFFICE IN MOSS POINT GO NORTH AND
 BH2210'NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE
 BH2210'SWING BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON
 BH2210'MISS. HIGHWAY 63 FOR 1.8 MILES TO SARACENNIA ROAD ON THE
 BH2210'RIGHT.  TURN RIGHT (NORTHEAST) AND CONTINUE ON SARACENNIA ROAD
 BH2210'FOR 3.0 MILES TO CODA ROAD ON THE RIGHT.  TURN RIGHT (EAST)
 BH2210'AND CONTINUE ON CODA ROAD FOR 3.25 MILES TO A T INTERSECTION.
 BH2210'TURN RIGHT (SOUTH) AND CONTINUE ON POLLOCK ROAD FOR 0.8 MILE TO
 BH2210'A METAL GATE ON THE LEFT AND THE STATION ON THE RIGHT AS
 BH2210'DESCRIBED.
 BH2210'
 BH2210'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD
 BH2210'TRIANGULATION DISK, STAMPED GATE 2 1976.  THE SURFACE MARK
 BH2210'IS SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 BH2210'IS ABOUT 700 FEET NORTH-NORTHWEST OF NEW INTERSTATE HIGHWAY
 BH2210'10, 86 FEET WEST OF THE CENTER OF GRADED ROAD, 2.2 FEET SOUTH
 BH2210'OF A METAL WITNESS POST AND SIGN, 2 FEET NORTHEAST OF ANOTHER
 BH2210'METAL WITNESS POST AND 2 FEET NORTHWEST OF AN 8 INCH PINE TREE
 BH2210'ON EDGE OF ROAD RIGHT-OF-WAY.
 BH2210'
 BH2210'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BH2210'GATE 2 NO 3 1976 SET IN TOP OF A ROUND CONCRETE POST FLUSH
 BH2210'WITH THE GROUND.  IT IS 126 FEET WEST OF THE CENTER OF GRADED
 BH2210'ROAD, 8 FEET SOUTH OF A 4 INCH PINE TREE AND 1.6 FEET EAST OF
 BH2210'A METAL WITNESS POST AND SIGN.
 BH2210'
 BH2210'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BH2210'GATE 2 NO 4 1976 SET IN TOP OF A ROUND CONCRETE POST FLUSH
 BH2210'WITH THE GROUND.  IT IS 89 FEET WEST OF THE CENTER OF GRADED
 BH2210'ROAD, 12.5 FEET SOUTHEAST OF AN 8 INCH PINE TREE, 1.9 FEET
 BH2210'WEST OF A 5 INCH PINE TREE AND 1.6 FEET SOUTH-SOUTHEAST OF A
 BH2210'METAL WITNESS POST AND SIGN.
 BH2210'
 BH2210'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GATE
 BH2210'1958 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 BH2210'INCHES.  IT IS 0.35 MILE SOUTH OF THE STATION MARK, 36 FEET
 BH2210'WEST OF THE CENTER OF GRADED ROAD, 3 FEET NORTH-NORTHWEST OF A
 BH2210'10 INCH PINE TREE, 3 FEET SOUTH OF A METAL WITNESS POST AND
 BH2210'SIGN AND 1 FOOT NORTH OF ANOTHER METAL WITNESS POST AND SIGN.
 BH2210'
 BH2210'TO REACH AZIMUTH MARK FROM STATION GO SOUTH ON GRADED ROAD
 BH2210'CROSSING UNDER I-10 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1948 ***********************************************************************
 DJ1948  DESIGNATION -  GAULEY
 DJ1948  PID         -  DJ1948
 DJ1948  STATE/COUNTY-  MS/CALHOUN
 DJ1948  USGS QUAD   -  SKUNA (1983)
 DJ1948
 DJ1948                         *CURRENT SURVEY CONTROL
 DJ1948  ___________________________________________________________________
 DJ1948* NAD 83(1993)-  33 54 11.34322(N)    089 22 30.40881(W)     ADJUSTED  
 DJ1948* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 DJ1948  ___________________________________________________________________
 DJ1948  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DJ1948  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DJ1948  HORZ ORDER  -  FIRST
 DJ1948
 DJ1948.The horizontal coordinates were established by classical geodetic methods
 DJ1948.and adjusted by the National Geodetic Survey in May 1994.
 DJ1948
 DJ1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1948
 DJ1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1948
 DJ1948.The geoid height was determined by GEOID03.
 DJ1948
 DJ1948;                    North         East     Units Scale Factor Converg.
 DJ1948;SPC MS E     -   488,337.249   249,893.239   MT  0.99998094   -0 18 07.9
 DJ1948;SPC MS E     - 1,602,153.12    819,858.07   sFT  0.99998094   -0 18 07.9
 DJ1948;UTM  16      - 3,753,957.445   280,390.854   MT  1.00019457   -1 19 31.2
 DJ1948
 DJ1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1948!SPC MS E     -   0.99997591  x   0.99998094  =   0.99995685
 DJ1948!UTM  16      -   0.99997591  x   1.00019457  =   1.00017048
 DJ1948
 DJ1948|---------------------------------------------------------------------|
 DJ1948| PID    Reference Object                     Distance      Geod. Az  |
 DJ1948|                                                           dddmmss.s |
 DJ1948| CF9822 GAULEY RM 1                          36.088 METERS 00126     |
 DJ1948| DJ1946 CALHOUN CITY HWY DEPT MW             82.796 METERS 02716     |
 DJ1948| DJ2030 BOUNDS                              APPROX.11.7 KM 2640452.2 |
 DJ1948| CF9823 GAULEY RM 2                          22.130 METERS 28542     |
 DJ1948| DJ1947 GAULEY LOT                           39.563 METERS 35643     |
 DJ1948|---------------------------------------------------------------------|
 DJ1948
 DJ1948                          SUPERSEDED SURVEY CONTROL
 DJ1948
 DJ1948  NAD 83(1986)-  33 54 11.35557(N)    089 22 30.40468(W) AD(       ) 1
 DJ1948  NAD 27      -  33 54 10.94959(N)    089 22 30.13771(W) AD(       ) 1
 DJ1948  NGVD 29 (07/19/86)  180.7    (m)          593.     (f) VERT ANG    3  
 DJ1948
 DJ1948.Superseded values are not recommended for survey control.
 DJ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1948.See file dsdata.txt to determine how the superseded data were derived.
 DJ1948
 DJ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8039153957(NAD 83)
 DJ1948_MARKER: DS = TRIANGULATION STATION DISK
 DJ1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1948+STABILITY: SURFACE MOTION
 DJ1948
 DJ1948  HISTORY     - Date     Condition        Report By
 DJ1948  HISTORY     - 1970     MONUMENTED       NGS
 DJ1948
 DJ1948                          STATION DESCRIPTION
 DJ1948
 DJ1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1948'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CALHOUN CITY,
 DJ1948'4 MILES NORTHEAST OF BIG CREEK, 3-1/2 MILES SOUTHWEST OF
 DJ1948'PITTSBORO, IN THE SOUTHWEST 1/4 OF SECTION 35, T13S, R2W AND
 DJ1948'NEAR THE STATE FOREST SERVICE, GAULEY LOOKOUT TOWER.
 DJ1948'
 DJ1948'TO REACH THE STATION FROM THE POST OFFICE IN CALHOUN CITY, GO
 DJ1948'SOUTH ON STATE HIGHWAY 9 FOR 0.1 MILE TO THE INTERSECTION OF
 DJ1948'RUSSEL AVENUE ON THE WEST SIDE OF THE SQUARE.  TURN RIGHT AND GO
 DJ1948'WEST ON RUSSEL AVENUE FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 DJ1948'AND GO WEST ON THE SURFACED ROAD FOR 2.5 MILES TO A SIDE ROAD
 DJ1948'RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.25
 DJ1948'MILE TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON THE
 DJ1948'GRAVELED ROAD FOR 0.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 DJ1948'AND GO WEST ON THE GRAVELED FOR 3.7 MILES TO A FORK.  TAKE THE
 DJ1948'LEFT FORK AND GO NORTHERLY UPHILL FOR 0.2 MILE TO THE GAULEY,
 DJ1948'LOOKOUT TOWER AND THE STATION ON THE RIGHT AS DESCRIBED.
 DJ1948'
 DJ1948'THE STATION MARK IS A STANDARD DISK STAMPED GAULEY 1970, SET
 DJ1948'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DJ1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET
 DJ1948'SOUTH OF A 18 INCH OAK TREE, 70.5 FEET NORTH-NORTHEAST OF THE
 DJ1948'NORTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING AND 40 FEET
 DJ1948'EAST OF THE CENTER OF THE DRIVEWAY.
 DJ1948'
 DJ1948'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GAULEY NO 1 1970,
 DJ1948'CEMENTED IN A DRILL HOLE IN THE FOOTING OF THE SOUTHEAST LEG OF
 DJ1948'THE LOOKOUT TOWER.  IT IS 58.5 FEET SOUTH OF THE SOUTHWEST CORNER
 DJ1948'OF A QUONSET AND 53.5 FEET EAST OF A 18 INCH OAK TREE.
 DJ1948'
 DJ1948'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GAULEY NO 2 1970,
 DJ1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DJ1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 85.5 FEET
 DJ1948'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE SMALL CONCRETE
 DJ1948'BLOCK BUILDING, 75 FEET SOUTH-SOUTHWEST OF THE 18 INCH OAK TREE
 DJ1948'AND 32 FEET WEST OF THE CENTER OF THE DRIVEWAY.
 DJ1948'
 DJ1948'NO AZIMUTH MARK WAS SET FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1947 ***********************************************************************
 DJ1947  DESIGNATION -  GAULEY LOT
 DJ1947  PID         -  DJ1947
 DJ1947  STATE/COUNTY-  MS/CALHOUN
 DJ1947  USGS QUAD   -  SKUNA (1983)
 DJ1947
 DJ1947                         *CURRENT SURVEY CONTROL
 DJ1947  ___________________________________________________________________
 DJ1947* NAD 83(1993)-  33 54 12.62515(N)    089 22 30.49722(W)     NO CHECK  
 DJ1947* NAVD 88     -              **(meters)            **(feet)            
 DJ1947  ___________________________________________________________________
 DJ1947  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DJ1947  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DJ1947  HORZ ORDER  -  THIRD
 DJ1947
 DJ1947.The horizontal coordinates were established by classical geodetic methods
 DJ1947.and adjusted by the National Geodetic Survey in May 1994.
 DJ1947.No horizontal observational check was made to the station.
 DJ1947
 DJ1947
 DJ1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1947
 DJ1947.The geoid height was determined by GEOID03.
 DJ1947
 DJ1947;                    North         East     Units Scale Factor Converg.
 DJ1947;SPC MS E     -   488,376.758   249,891.176   MT  0.99998094   -0 18 08.0
 DJ1947;SPC MS E     - 1,602,282.75    819,851.30   sFT  0.99998094   -0 18 08.0
 DJ1947;UTM  16      - 3,753,996.992   280,389.496   MT  1.00019458   -1 19 31.3
 DJ1947
 DJ1947                          SUPERSEDED SURVEY CONTROL
 DJ1947
 DJ1947  NAD 83(1986)-  33 54 12.63750(N)    089 22 30.49308(W) AD(       ) 4
 DJ1947  NAD 27      -  33 54 12.23155(N)    089 22 30.22613(W) AD(       ) 3
 DJ1947
 DJ1947.Superseded values are not recommended for survey control.
 DJ1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1947.See file dsdata.txt to determine how the superseded data were derived.
 DJ1947
 DJ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC8038953997(NAD 83)
 DJ1947_MARKER: 57 = LOOKOUT TOWER
 DJ1947
 DJ1947  HISTORY     - Date     Condition        Report By
 DJ1947  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1947
 DJ1947                          STATION DESCRIPTION
 DJ1947
 DJ1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1947'THE STATION IS THE CENTER OF THE BASE OF THE MISSISSIPPI STATE
 DJ1947'FOREST SERVICE, GAULEY LOOKOUT TOWER THAT IS LOCATED ABOUT 5
 DJ1947'MILES NORTHWEST OF CALHOUN, 4 MILES SOUTHWEST OF PITTSBORO, 4
 DJ1947'MILES NORTH-NORTHEAST OF BIG CREEK AND ON THE HIGHEST RIDGE IN
 DJ1947'THE AREA.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 100 FEET
 DJ1947'IN HEIGHT SURMOUNTED BY A SMALL HOUSE.  THE OVERALL HEIGHT BEING
 DJ1947'110 FEET.
 DJ1947'
 DJ1947'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GAULEY
 DJ1947'1970 WITH THE DISTANCE BEING 129.80 FEET OR (39.563 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2236 ***********************************************************************
 BH2236  DESIGNATION -  GAUTIER
 BH2236  PID         -  BH2236
 BH2236  STATE/COUNTY-  MS/JACKSON
 BH2236  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2236
 BH2236                         *CURRENT SURVEY CONTROL
 BH2236  ___________________________________________________________________
 BH2236* NAD 83(1993)-  30 23 06.59486(N)    088 36 35.44430(W)     ADJUSTED  
 BH2236* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2236  ___________________________________________________________________
 BH2236  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2236  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH2236  HORZ ORDER  -  SECOND
 BH2236
 BH2236.The horizontal coordinates were established by classical geodetic methods
 BH2236.and adjusted by the National Geodetic Survey in May 1994.
 BH2236
 BH2236.The orthometric height was scaled from a topographic map.
 BH2236
 BH2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2236
 BH2236.The geoid height was determined by GEOID03.
 BH2236
 BH2236;                    North         East     Units Scale Factor Converg.
 BH2236;SPC MS E     -    98,138.165   321,478.692   MT  0.99995569   +0 06 47.0
 BH2236;SPC MS E     -   321,974.96  1,054,718.01   sFT  0.99995569   +0 06 47.0
 BH2236;UTM  16      - 3,362,565.306   345,327.189   MT  0.99989514   -0 48 52.0
 BH2236
 BH2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2236!SPC MS E     -   1.00000381  x   0.99995569  =   0.99995950
 BH2236!UTM  16      -   1.00000381  x   0.99989514  =   0.99989895
 BH2236
 BH2236:                Primary Azimuth Mark                     Grid Az
 BH2236:SPC MS E     -  PASCAGOULA PORT FACILITIES TK            122 11 05.8
 BH2236:UTM  16      -  PASCAGOULA PORT FACILITIES TK            123 06 44.8
 BH2236
 BH2236|---------------------------------------------------------------------|
 BH2236| PID    Reference Object                     Distance      Geod. Az  |
 BH2236|                                                           dddmmss.s |
 BH2236| BH2250 PASCAGOULA PORT FACILITIES TK       APPROX. 4.7 KM 1221752.8 |
 BH2236| BH3071 WEST RESET                          APPROX. 0.6 KM 1230715.4 |
 BH2236| BH2237 T E 7 1958                                         14520     |
 BH2236| DD8829 GAUTIER RM 1                         18.060 METERS 22551     |
 BH2236| DD8831 GAUTIER RM 3                         17.848 METERS 22601     |
 BH2236| DD8832 GAUTIER RM 4                         32.903 METERS 26436     |
 BH2236| DD8830 GAUTIER RM 2                         11.449 METERS 33308     |
 BH2236|---------------------------------------------------------------------|
 BH2236
 BH2236                          SUPERSEDED SURVEY CONTROL
 BH2236
 BH2236  NAD 83(1993)-  30 23 06.60369(N)    088 36 35.44016(W) AD(       ) 2
 BH2236  NAD 83(1986)-  30 23 06.61882(N)    088 36 35.43566(W) AD(       ) 2
 BH2236  NAD 27      -  30 23 05.89500(N)    088 36 35.36400(W) AD(       ) 2
 BH2236
 BH2236.Superseded values are not recommended for survey control.
 BH2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2236.See file dsdata.txt to determine how the superseded data were derived.
 BH2236
 BH2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4532762565(NAD 83)
 BH2236_MARKER: DS = TRIANGULATION STATION DISK
 BH2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2236+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 BH2236
 BH2236  HISTORY     - Date     Condition        Report By
 BH2236  HISTORY     - 1935     MONUMENTED       CGS
 BH2236  HISTORY     - 1946     GOOD             CGS
 BH2236  HISTORY     - 1958     GOOD             CGS
 BH2236  HISTORY     - 1958     GOOD             CGS
 BH2236  HISTORY     - 1969     GOOD             CGS
 BH2236  HISTORY     - 1971     GOOD             NGS
 BH2236  HISTORY     - 20050604 GOOD             USPSQD
 BH2236
 BH2236                          STATION DESCRIPTION
 BH2236
 BH2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2236'THE STATION IS ON THE W BANK OF WEST PASCAGOULA RIVER ON THE FIRST
 BH2236'PROMINENT POINT DUE N OF THE W BRIDGE ABUTMENT ON U.S. HIGHWAY
 BH2236'90, ABOUT 3/8 MILE FROM THE BRIDGE.
 BH2236'
 BH2236'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2236'SET IN CONCRETE.
 BH2236'
 BH2236'THE STATION MARK IS 39 FEET, E OF A 24-INCH PINE, 26 FEET W OF THE
 BH2236'RIVER BANK ON THE E, 30 FEET S OF THE RIVER BANK TO THE N. 65
 BH2236'FEET NW OF A 30-INCH LIVE OAK TREE WITH A TRIANGULAR BLAZE, AND 55
 BH2236'FEET NNE OF A 30-INCH LIVE OAK TREE.
 BH2236'
 BH2236'REFERENCE MARK NO.1, PROJECTING ABOUT 10 INCHES ABOVE GROUND, IS SW
 BH2236'OF THE STATION, MIDWAY BETWEEN TWO LIVE OAKS, ONE ON EITHER SIDE
 BH2236'OF A DIM ROAD AND ABOUT 3/4 OF THE WAY UP THE SLOPE S OF THE STATION.
 BH2236'
 BH2236'REFERENCE MARK NO.2, PROJECTING ABOUT 10 INCHES ABOVE GROUND, IS NW
 BH2236'OF THE STATION, BETWEEN 2 PINE SAPLINGS 4 FEET APART, THE TREES
 BH2236'BEING 30 FEET W OF THE RIVER BANK AT THE N END OF THE SLOPE IN WHICH
 BH2236'THE TERRAIN ENDS, 15 FEET W OF A DIM WOODS ROAD, AND 30 FEET NE
 BH2236'OF A 24-INCH PINE WHICH IS 65 FEET FROM THE RIVER BANK.
 BH2236'
 BH2236'STATION CAN BE REACHED BY FOLLOWING THE ROAD ALONG THE W BANK OF THE
 BH2236'RIVER UNTIL IT STOPS, AND WALKING ABOUT 1/4 MILE TO THE STATION.
 BH2236'UPON APPROACHING THE STATION THE RIVER BANK TAKES A QUICK SLOPING
 BH2236'DROP OF ABOUT 12 FEET, THE STATION BEING AT THE N END OF THE DROP.
 BH2236
 BH2236                          STATION RECOVERY (1946)
 BH2236
 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2236'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 BH2236'ADEQUATE.
 BH2236'
 BH2236'THE DISTANCES TO THE REFERENCE MARKS WERE TAPED AND CHECKED THE
 BH2236'FORMER MEASUREMENTS.
 BH2236
 BH2236                          STATION RECOVERY (1958)
 BH2236
 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2236'STATION WAS RECOVERED AND STATION MARKS AND REFERENCE MARK 2 WERE
 BH2236'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS WAS MOVED TO A
 BH2236'DIFFERENT LOCATION AND RESTAMPED GAUTIER NO 3 1935.  A TIE WAS MADE
 BH2236'TO TRIANGULATION STATION WEST 1958, THE DISTANCE BEING 619.52
 BH2236'METERS--(2032.54 FT.) .
 BH2236'
 BH2236'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GAUTIER NO 3 1935, SET
 BH2236'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH THE
 BH2236'GROUND SURFACE.  IT IS 76 FEET WEST OF WEST EDGE OF WEST PASCAGOULA
 BH2236'RIVER, 70 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 BH2236'HOUSE, 10.7 FEET EAST OF THE CENTER OF A 36-INCH OAK TREE AND 9.5
 BH2236'FEET WEST OF THE CENTER OF A 24-INCH OAK TREE.
 BH2236'
 BH2236'THE ORIGINAL DESCRIPTION OF STATION MARK AND REFERENCE MARK 2 IS
 BH2236'ACCURATE AND ADEQUATE.
 BH2236
 BH2236                          STATION RECOVERY (1958)
 BH2236
 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2236'STATION AND BOTH REFERENCE MARKS RECOVERED.  OLD DESCRIPTION IS NO
 BH2236'LONGER ADEQUATE, AND NEW ONE IS AS FOLLOWS, STATION MARK IS
 BH2236'28.5 FT NW OF THE SHORE END OF PIER, 56.6 FT WEST OF THE H.W.L. OF
 BH2236'THE RIVER, AND APPROX.  140 FT NE OF THE NE CORNER OF HOUSE.
 BH2236'
 BH2236'ACCORDING TO OWNER OF PROPERTY, R.M. 1 HAS BEEN RESET, ALTHOUGH
 BH2236'APPROXIMATELY IN SAME LOCATION.  NEW ANGLE AND DISTANCE
 BH2236'FOLLOW THIS DESCRIPTION.  R.M. 2 IS IN SAME PLACE, HOWEVER, PINE
 BH2236'TREES AND WOODS ROAD USED TO LOCATE IT, WERE DESTROYED BY
 BH2236'HURRICANE.
 BH2236'
 BH2236'TO REACH FROM CORNER OF TELEPHONE RD AND U.S. HWY 90 IN PASCAGOULA,
 BH2236'GO WEST ALONG NEW HWY 90 FOR 3.75 MILES TO PAVED RD RIGHT AND A
 BH2236'SMALL CEMETARY IN THE NE CORNER OF ROAD JUNCTION.  TURN RIGHT (NORTH)
 BH2236'AND CONTINUE .5 MILE TO GATE AND DRIVE WAY RIGHT.  TURN RIGHT
 BH2236'(EAST) AND GO .2 MILE TO YELLOW HOUSE AND STATION SITE.
 BH2236'
 BH2236'NOTE, DISTANCE AND DIRECTIONS ARE NOT PRECISE.
 BH2236
 BH2236                          STATION RECOVERY (1969)
 BH2236
 BH2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2236'THE STATION WAS VISITED 11/10/69 AND THE STATION MARK, REFERENCE
 BH2236'MARKS 2 AND 3 AND TRIANGULATION STATION WEST 1958 WHICH WAS
 BH2236'USED FOR THE AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION.
 BH2236'REFERENCE MARK NO.  2 IS NOW 2 FEET BELOW THE GROUND SURFACE.  A
 BH2236'DIFFERENCE OF .125 METERS LONGER WAS FOUND IN THE DISTANCE TO
 BH2236'REFERENCE MARK 2 AND A DIFFERENCE OF .025 METER SHORTER IN THE
 BH2236'DISTANCE TO REFERENCE MARK NO. 3 WAS FOUND.  A DIFFERENCE IN THE
 BH2236'ANGLE BETWEEN THE REFERENCE MARKS OF 24 MINUTES WAS ALSO
 BH2236'FOUND.  THESE DIFFERENCES ARE IN COMPARISON TO THOSE DISTANCES AND
 BH2236'ANGLE MEASURED IN 1958 BY O.S.R. IN 1958.  THE 1969
 BH2236'MEASUREMENTS WERE CHECKED AND FOUND TO BE CORRECT.  A REFERENCE MARK
 BH2236'NO. 4 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS-
 BH2236'
 BH2236'THE STATION IS LOCATED 3-3/4 MILES WEST OF PASCAGOULA ON THE WEST
 BH2236'BANK OF THE WEST PASCAGOULA RIVER ON THE FIRST HIGH POINT NORTH OF
 BH2236'THE WEST END OF U.S. HIGHWAY 90 BRIDGE OVER THE RIVER ON PROPERTY OF
 BH2236'MR. J.W. FULLER WHO LIVES IN HOUSE TO THE SOUTHWEST OF THE
 BH2236'STATION.  IT IS 133 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BH2236'FULLER HOUSE, 66 FEET NORTHEAST OF 36 INCH OAK TREE, 73 FEET SOUTH OF
 BH2236'SOUTH EDGE OF WATERWAY LEADING WEST TO SMALL HARBOR, 46 FEET WEST OF
 BH2236'NHWL OF THE RIVER AND 1 FOOT WEST OF A
 BH2236'WITNESS POST.  IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 BH2236'GAUTIER 1935, FLUSH WITH THE GROUND.
 BH2236'
 BH2236'REFERENCE MARK NO. 2 IS 37.97 FEET NORTH-NORTHWEST OF THE STATION.
 BH2236'IT IS 79.5 FEET NORTH OF THE 36 INCH OAK, 42 FEET SOUTH OF THE
 BH2236'SOUTH EDGE OF THE WATERWAY, 48 FEET WEST OF THE MHWL OF THE RIVER AND
 BH2236'1 FOOT WEST OF A WITNESS POST.  IT IS A C AND GS REFERENCE MARK
 BH2236'DISK, STAMPED GAUTIER NO 2 1935, 2 FEET BELOW THE SURFACE.
 BH2236'
 BH2236'REFERENCE MARK NO. 3 IS 58.56 FEET SOUTHWEST OF THE STATION.  IT IS
 BH2236'AT THE NORTHEAST CORNER OF THE FRONT YARD OF THE FULLER HOUSE, 75
 BH2236'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 8.3 FEET WEST OF
 BH2236'WEST EDGE OF 24 INCH OAK TREE, 9.2 FEET EAST OF EDGE OF THE 36
 BH2236'INCH OAK TREE.  15.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 BH2236'CONCRETE SLAB BASE OF OUTDOOR BRICK FIREPLACE, ABOUT 5-1/2 FEET
 BH2236'HIGHER THAN THE STATION AND 2 FEET LOWER THAN THE GENERAL LEVEL OF
 BH2236'THE YARD.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED GAUTIER
 BH2236'NO 3 1935, FLUSH WITH THE GROUND.
 BH2236'
 BH2236'REFERENCE MARK NO. 4 IS 107.95 FEET WEST-SOUTHWEST OF THE STATION.
 BH2236'IT IS SET AT THE NORTHEAST CORNER OF A DOG PEN, 61 FEET
 BH2236'WEST-NORTHWEST OF THE 36 INCH OAK, 60 FEET NORTH-NORTHEAST OF
 BH2236'NORTHWEST CORNER OF HOUSE, 14 FEET EAST OF THE PROJECTED PLANE OF
 BH2236'WEST WALL OF THE HOUSE, 84 FEET SOUTH OF SOUTH EDGE OF THE WATERWAY,
 BH2236'2 FEET SOUTH OF NORTHEAST CORNER OF THE DOG PEN, 1 FOOT EAST
 BH2236'OF THE PEN FENCE AND 2 FEET SOUTH OF METAL WITNESS POST.  IT IS A C
 BH2236'AND GS REFERENCE MARK DISK STAMPED GAUTIER 1935 NO 4 1969, FLUSH
 BH2236'WITH THE GROUND AND SET ABOUT 5 FEET HIGHER THAN THE LEVEL OF THE
 BH2236'STATION MARK.
 BH2236'
 BH2236'TRIANGULATION STATION WEST 1958 IS ABOUT 0.4 MILE EAST OF THE
 BH2236'STATION.  IT IS AT THE EAST END AND ON THE NORTH SIDE OF THE
 BH2236'U.S. HIGHWAY 90 BRIDGE OVER THE WEST PASCAGOULA RIVER AND ON THE
 BH2236'NORTH RIGHT-OF-WAY OF THE HIGHWAY.  IT IS 98.3 FEET EAST-NORTHEAST
 BH2236'OF THE CONCRETE ABUTMENT AT THE NORTHEAST CORNER OF THE BRIDGE, 134.7
 BH2236'FEET NORTHEAST OF THE CONCRETE ABUTMENT AT THE SOUTHEAST
 BH2236'CORNER OF THE BRIDGE AND 44.7 FEET NORTH OF THE CENTER OF THE NORTH
 BH2236'LANE OF THE HIGHWAY.  IT IS A C AND GS TRIANGULATION STATION
 BH2236'DISK, STAMPED WEST 1958, ABOUT FLUSH WITH THE GROUND.
 BH2236'FOR MORE INFORMATION SEE DESCRIPTION THEREOF.
 BH2236'
 BH2236'TO REACH THE STATION FROM THE CENTER OF THE DRAW BRIDGE OVER THE
 BH2236'PASCAGOULA RIVER AT THE WEST EDGE OF THE TOWN OF PASCAGOULA,
 BH2236'GO WEST ON U.S. HIGHWAY 90 FOR 3.0 MILES TO A CROSS ROAD WITH A SMALL
 BH2236'CEMETERY IN THE NORTHEAST ANGLE (THIS IS ABOUT 150 YARDS PAST THE
 BH2236'WEST END OF THE BRIDGE OVER THE RIVER).  TURN RIGHT AND GO NORTH
 BH2236'ABOUT 100 YARDS TO THE SECOND PRIVATE DRIVE ON THE RIGHT AT THE
 BH2236'TOP OF A SMALL KNOLL.  TURN RIGHT AND GO EAST ABOUT 0.1 MILE TO
 BH2236'YELLOW SHINGLE HOUSE OF MR. FULLER AND THE STATION TO THE
 BH2236'NORTHEAST.
 BH2236
 BH2236                          STATION RECOVERY (1971)
 BH2236
 BH2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2236'STATION MARK AND R.M. NO. 3 WERE RECOVED IN GOOD CONDITION.  R.M.2
 BH2236'HAS BEEN COVERED BY ABOUT 2 FEET OF FILL AND WAS NOT RECOVERED
 BH2236'BUT BELIEVED TO BE INTACT.  A NEW REFERENCE MARK WAS RECOVERED, R.M.
 BH2236'NO.4, 1969 WHICH WAS 108 FEET WEST OF THE STATION.
 BH2236'
 BH2236'STATION VISITED BY BOAT.  RECOVERY NOTE BY R.F.L. IN 1958 IS ADEQUATE
 BH2236'FOR RECOVERY.
 BH2236
 BH2236                          STATION RECOVERY (2005)
 BH2236
 BH2236'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 BH2236'MARK IS LOCATED IN BACKYARD OF 3006 OAK STREET. CURRENT OWNERS OF
 BH2236'PROPERTY ARE MR AND MRA JACK ROBERTS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2259 ***********************************************************************
 BH2259  DESIGNATION -  GAUTIER CASTIGLIOLA CO MAST
 BH2259  PID         -  BH2259
 BH2259  STATE/COUNTY-  MS/JACKSON
 BH2259  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2259
 BH2259                         *CURRENT SURVEY CONTROL
 BH2259  ___________________________________________________________________
 BH2259* NAD 83(1993)-  30 22 25.53560(N)    088 36 53.45596(W)     ADJUSTED  
 BH2259* NAVD 88     -              **(meters)            **(feet)            
 BH2259  ___________________________________________________________________
 BH2259  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BH2259  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2259  HORZ ORDER  -  THIRD
 BH2259
 BH2259.The horizontal coordinates were established by classical geodetic methods
 BH2259.and adjusted by the National Geodetic Survey in May 1994.
 BH2259
 BH2259
 BH2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2259
 BH2259.The geoid height was determined by GEOID03.
 BH2259
 BH2259;                    North         East     Units Scale Factor Converg.
 BH2259;SPC MS E     -    96,872.901   321,000.283   MT  0.99995544   +0 06 37.7
 BH2259;SPC MS E     -   317,823.84  1,053,148.43   sFT  0.99995544   +0 06 37.7
 BH2259;UTM  16      - 3,361,308.026   344,828.396   MT  0.99989705   -0 49 00.1
 BH2259
 BH2259                          SUPERSEDED SURVEY CONTROL
 BH2259
 BH2259  NAD 83(1993)-  30 22 25.54417(N)    088 36 53.45239(W) AD(       ) 4
 BH2259  NAD 83(1986)-  30 22 25.55983(N)    088 36 53.44737(W) AD(       ) 4
 BH2259  NAD 27      -  30 22 24.83600(N)    088 36 53.37600(W) AD(       ) 3
 BH2259
 BH2259.Superseded values are not recommended for survey control.
 BH2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2259.See file dsdata.txt to determine how the superseded data were derived.
 BH2259
 BH2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4482861308(NAD 83)
 BH2259_MARKER: 42 = RADIO/TV MAST
 BH2259
 BH2259  HISTORY     - Date     Condition        Report By
 BH2259  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2259  HISTORY     - 1968     GOOD             MSHD
 BH2259  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH2259
 BH2259                          STATION DESCRIPTION
 BH2259
 BH2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2259'THE STATION IS THE TOP-CENTER OF THE MAST.  THE MAST IS IN THE SOUTH
 BH2259'EDGE OF GAUTIER AND ON THE WEST SIDE OF THE RIVER.  IT IS OF
 BH2259'STRUCTURAL STEEL, SILVER IN COLOR AND 100 FEET IN HEIGHT.  THERE IS A
 BH2259'U-SHAPED ANTENNA AT THE TOP OF THE MAST.
 BH2259
 BH2259                          STATION RECOVERY (1968)
 BH2259
 BH2259'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2259'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD
 BH2259'CONDITION.
 BH2259'
 BH2259'THE STATION IS LOCATED 0.6 MILE SOUTH OF GAUTIER AND 3.9 MILES WEST
 BH2259'OF PASCAGOULA ON PROPERTY OWNED BY CASTIGLIOLA SHRIMP COMPANY.
 BH2259'IT IS A CROSS SECTION STEEL STRUCTURE SILVER IN COLOR AND IS 100 FEET
 BH2259'HIGH.  THE CENTER OF THE TOP OF THE MAST WAS THE POINT OBSERVED.
 BH2259'
 BH2259'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE PASCAGOULA RIVER
 BH2259'AT THE WEST EDGE OF PASCAGOULA GO WEST ON U.S.  HIGHWAY 90 FOR
 BH2259'3.3 MILES TO THE SECOND CROSSROADS WEST OF THE WEST BRIDGE ACROSS THE
 BH2259'PASCAGOULA RIVER.  TURN LEFT (SOUTHEAST) AND CONTINUE ON
 BH2259'SINGING RIVER ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2259'(SOUTH) AND CONTINUE ON GAUTIER DRIVE FOR 0.2 MILE TO THE
 BH2259'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD TRACK JUST PAST A
 BH2259'SIDE ROAD RIGHT.  CONTINUE SOUTH ON A BLACKTOP ROAD FOR 0.25
 BH2259'MILE TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON A
 BH2259'BLACKTOP ROAD FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT (EAST) AND
 BH2259'CONTINUE ON A PRIVATE DRIVE FOR 0.1 MILE TO A SMALL BRICK
 BH2259'BUILDING AND THE MAST ON THE LEFT AS DESCRIBED.
 BH2259
 BH2259                          STATION RECOVERY (2004)
 BH2259
 BH2259'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8941 ***********************************************************************
 DJ8941  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8941  DESIGNATION -  GAUTIER CORS ARP
 DJ8941  CORS_ID     -  MSGA
 DJ8941  PID         -  DJ8941
 DJ8941  STATE/COUNTY-  MS/JACKSON
 DJ8941  USGS QUAD   -  GAUTIER NORTH (1982)
 DJ8941
 DJ8941                         *CURRENT SURVEY CONTROL
 DJ8941  ___________________________________________________________________
 DJ8941* NAD 83(CORS)-  30 23 40.46429(N)    088 38 42.49027(W)     ADJUSTED  
 DJ8941* NAVD 88     -              **(meters)            **(feet)            
 DJ8941  ___________________________________________________________________
 DJ8941  EPOCH DATE  -        2002.00
 DJ8941  X           -     130,193.229 (meters)                     COMP
 DJ8941  Y           -  -5,504,709.806 (meters)                     COMP
 DJ8941  Z           -   3,208,174.735 (meters)                     COMP
 DJ8941  ELLIP HEIGHT-          -7.883 (meters)          (01/??/08) ADJUSTED
 DJ8941  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ8941  HORZ ORDER  -  SPECIAL (CORS)
 DJ8941  ELLP ORDER  -  SPECIAL (CORS)
 DJ8941
 DJ8941.ITRF positions are available for this station.
 DJ8941.The coordinates were established by GPS observations
 DJ8941.and adjusted by the National Geodetic Survey in January 2008.
 DJ8941.The coordinates are valid at the epoch date displayed above.
 DJ8941.The epoch date for horizontal control is a decimal equivalence
 DJ8941.of Year/Month/Day.
 DJ8941
 DJ8941
 DJ8941.The PID for the CORS L1 Phase Center is DJ8942.
 DJ8941
 DJ8941.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8941
 DJ8941.The ellipsoidal height was determined by GPS observations
 DJ8941.and is referenced to NAD 83.
 DJ8941
 DJ8941.The geoid height was determined by GEOID03.
 DJ8941
 DJ8941;                    North         East     Units Scale Factor Converg.
 DJ8941;SPC MS E     -    99,174.933   318,085.290   MT  0.99995403   +0 05 42.8
 DJ8941;SPC MS E     -   325,376.43  1,043,584.82   sFT  0.99995403   +0 05 42.8
 DJ8941
 DJ8941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8941!SPC MS E     -   1.00000124  x   0.99995403  =   0.99995527
 DJ8941
 DJ8941                          SUPERSEDED SURVEY CONTROL
 DJ8941
 DJ8941.No superseded survey control is available for this station.
 DJ8941
 DJ8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4195163657(NAD 83)
 DJ8941_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8941
 DJ8941                          STATION DESCRIPTION
 DJ8941
 DJ8941'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DJ8941'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8941'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8941'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8941'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8941'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8942 ***********************************************************************
 DJ8942  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8942  DESIGNATION -  GAUTIER CORS L1 PHASE CENTER
 DJ8942  CORS_ID     -  MSGA
 DJ8942  PID         -  DJ8942
 DJ8942  STATE/COUNTY-  MS/JACKSON
 DJ8942  USGS QUAD   -  GAUTIER NORTH (1982)
 DJ8942
 DJ8942                         *CURRENT SURVEY CONTROL
 DJ8942  ___________________________________________________________________
 DJ8942* NAD 83(CORS)-  30 23 40.46430(N)    088 38 42.49025(W)     ADJUSTED  
 DJ8942* NAVD 88     -              **(meters)            **(feet)            
 DJ8942  ___________________________________________________________________
 DJ8942  EPOCH DATE  -        2002.00
 DJ8942  X           -     130,193.231 (meters)                     COMP
 DJ8942  Y           -  -5,504,709.867 (meters)                     COMP
 DJ8942  Z           -   3,208,174.771 (meters)                     COMP
 DJ8942  ELLIP HEIGHT-          -7.811 (meters)          (01/??/08) ADJUSTED
 DJ8942  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DJ8942  HORZ ORDER  -  SPECIAL (CORS)
 DJ8942  ELLP ORDER  -  SPECIAL (CORS)
 DJ8942
 DJ8942.ITRF positions are available for this station.
 DJ8942.The coordinates were established by GPS observations
 DJ8942.and adjusted by the National Geodetic Survey in January 2008.
 DJ8942.The coordinates are valid at the epoch date displayed above.
 DJ8942.The epoch date for horizontal control is a decimal equivalence
 DJ8942.of Year/Month/Day.
 DJ8942
 DJ8942
 DJ8942.The PID for the CORS ARP is DJ8941.
 DJ8942
 DJ8942.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8942
 DJ8942.The ellipsoidal height was determined by GPS observations
 DJ8942.and is referenced to NAD 83.
 DJ8942
 DJ8942.The geoid height was determined by GEOID03.
 DJ8942
 DJ8942;                    North         East     Units Scale Factor Converg.
 DJ8942;SPC MS E     -    99,174.934   318,085.290   MT  0.99995403   +0 05 42.8
 DJ8942;SPC MS E     -   325,376.43  1,043,584.82   sFT  0.99995403   +0 05 42.8
 DJ8942
 DJ8942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8942!SPC MS E     -   1.00000123  x   0.99995403  =   0.99995526
 DJ8942
 DJ8942                          SUPERSEDED SURVEY CONTROL
 DJ8942
 DJ8942.No superseded survey control is available for this station.
 DJ8942
 DJ8942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4195163657(NAD 83)
 DJ8942_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ8942
 DJ8942                          STATION DESCRIPTION
 DJ8942
 DJ8942'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ8942'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8942'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8942'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8942'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8942'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2304 ***********************************************************************
 BH2304  DESIGNATION -  GAUTIER LORAC CORP MAST
 BH2304  PID         -  BH2304
 BH2304  STATE/COUNTY-  MS/JACKSON
 BH2304  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2304
 BH2304                         *CURRENT SURVEY CONTROL
 BH2304  ___________________________________________________________________
 BH2304* NAD 83(1993)-  30 21 38.94148(N)    088 39 08.96109(W)     ADJUSTED  
 BH2304* NAVD 88     -              **(meters)            **(feet)            
 BH2304  ___________________________________________________________________
 BH2304  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BH2304  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH2304  HORZ ORDER  -  THIRD
 BH2304
 BH2304.The horizontal coordinates were established by classical geodetic methods
 BH2304.and adjusted by the National Geodetic Survey in May 1994.
 BH2304
 BH2304
 BH2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2304
 BH2304.The geoid height was determined by GEOID03.
 BH2304
 BH2304;                    North         East     Units Scale Factor Converg.
 BH2304;SPC MS E     -    95,431.772   317,384.655   MT  0.99995373   +0 05 29.1
 BH2304;SPC MS E     -   313,095.74  1,041,286.16   sFT  0.99995373   +0 05 29.1
 BH2304;UTM  16      - 3,359,925.650   341,190.110   MT  0.99991115   -0 50 07.5
 BH2304
 BH2304                          SUPERSEDED SURVEY CONTROL
 BH2304
 BH2304  NAD 83(1993)-  30 21 38.95122(N)    088 39 08.95571(W) AD(       ) 4
 BH2304  NAD 83(1986)-  30 21 38.96509(N)    088 39 08.95214(W) AD(       ) 4
 BH2304  NAD 27      -  30 21 38.24694(N)    088 39 08.87657(W) AD(       ) 3
 BH2304
 BH2304.Superseded values are not recommended for survey control.
 BH2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2304.See file dsdata.txt to determine how the superseded data were derived.
 BH2304
 BH2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4119059926(NAD 83)
 BH2304
 BH2304  HISTORY     - Date     Condition        Report By
 BH2304  HISTORY     - 1970     FIRST OBSERVED   NGS
 BH2304  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH2304
 BH2304                          STATION DESCRIPTION
 BH2304
 BH2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2304'THE GAUTIER LORAC CORPORATION TRASMITTING MAST IS LOCATED ABOUT
 BH2304'2-1/2 MILES SOUTHWEST OF GAUTIER.
 BH2304'
 BH2304'THE STATION IS THE RED LIGHT ATOP THE 300 FEET HIGH STRUCTUAL STEEL
 BH2304'MAST PAINTED ALTERNATELY RED AND WHITE.
 BH2304'
 BH2304'TO REACH THE MAST FROM THE POST OFFICE IN GAUTIER, GO SOUTHWEST
 BH2304'ON A PAVED ROAD FOR 0.05 MILE TO A T-ROAD, TURN LEFT AND GO
 BH2304'SOUTHEAST ON A PAVED ROAD FOR 0.05 MILE TO A FORK, TURN RIGHT AND
 BH2304'GO SOUTH ON GAUTIER DRIVE FOR 0.25 MILE TO A RAILROAD
 BH2304'CROSSING.  CROSS TRACKS AND GO SOUTHWEST ON GRAVELINE ROAD FOR
 BH2304'2.3 MILES TO A FORK, TAKE THE LEFT FORK AND GO SOUTH ON LADINER
 BH2304'ROAD FOR 0.35 TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON
 BH2304'PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BH2304'SOUTH AND WEST ON A PAVED ROAD FOR 0.5 MILE TO THE MAST.
 BH2304'
 BH2304'THE MAST IS OWNED BY THE LORAC CORPORATION OF TULSA OAKLAHOMA
 BH2304
 BH2304                          STATION RECOVERY (2004)
 BH2304
 BH2304'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2234 ***********************************************************************
 BH2234  DESIGNATION -  GAUTIER TANK
 BH2234  PID         -  BH2234
 BH2234  STATE/COUNTY-  MS/JACKSON
 BH2234  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2234
 BH2234                         *CURRENT SURVEY CONTROL
 BH2234  ___________________________________________________________________
 BH2234* NAD 83(1993)-  30 22 40.69049(N)    088 36 48.16987(W)     ADJUSTED  
 BH2234* NAVD 88     -              **(meters)            **(feet)            
 BH2234  ___________________________________________________________________
 BH2234  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BH2234  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH2234  HORZ ORDER  -  THIRD
 BH2234
 BH2234.The horizontal coordinates were established by classical geodetic methods
 BH2234.and adjusted by the National Geodetic Survey in May 1994.
 BH2234
 BH2234
 BH2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2234
 BH2234.The geoid height was determined by GEOID03.
 BH2234
 BH2234;                    North         East     Units Scale Factor Converg.
 BH2234;SPC MS E     -    97,339.834   321,140.513   MT  0.99995551   +0 06 40.4
 BH2234;SPC MS E     -   319,355.77  1,053,608.50   sFT  0.99995551   +0 06 40.4
 BH2234;UTM  16      - 3,361,772.601   344,976.155   MT  0.99989649   -0 48 57.8
 BH2234
 BH2234                          SUPERSEDED SURVEY CONTROL
 BH2234
 BH2234  NAD 83(1993)-  30 22 40.69884(N)    088 36 48.16566(W) AD(       ) 4
 BH2234  NAD 83(1986)-  30 22 40.71452(N)    088 36 48.16115(W) AD(       ) 4
 BH2234  NAD 27      -  30 22 39.98900(N)    088 36 48.08500(W) AD(       ) 3
 BH2234
 BH2234.Superseded values are not recommended for survey control.
 BH2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2234.See file dsdata.txt to determine how the superseded data were derived.
 BH2234
 BH2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4497661773(NAD 83)
 BH2234_MARKER: 53 = ELEVATED TANK
 BH2234
 BH2234  HISTORY     - Date     Condition        Report By
 BH2234  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2234  HISTORY     - 1946     GOOD             CGS
 BH2234  HISTORY     - 1958     GOOD             CGS
 BH2234  HISTORY     - 1959     GOOD             CGS
 BH2234  HISTORY     - 1968     GOOD             MSHD
 BH2234  HISTORY     - 1971     GOOD             NGS
 BH2234  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BH2234
 BH2234                          STATION DESCRIPTION
 BH2234
 BH2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2234'THE STATION IS THE CENTER OF THE WATER TANK AT GAUTIER, MISSISSIPPI.
 BH2234'IT IS ON THE PROPERTY OF THE LOUISVILLE AND NASHVILLE
 BH2234'RAILROAD.
 BH2234'
 BH2234'AN INTERSECTION STATION.
 BH2234
 BH2234                          STATION RECOVERY (1946)
 BH2234
 BH2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2234'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BH2234
 BH2234                          STATION RECOVERY (1958)
 BH2234
 BH2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2234'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BH2234
 BH2234                          STATION RECOVERY (1959)
 BH2234
 BH2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2234'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR
 BH2234'RECOVERY.
 BH2234
 BH2234                          STATION RECOVERY (1968)
 BH2234
 BH2234'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2234'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD
 BH2234'CONDITION.
 BH2234'
 BH2234'THE STATION IS LOCATED 0.2 MILE SOUTH OF GAUTIER AND 3.7 MILES WEST
 BH2234'OF PASCAGOULA AND ON PROPERTY OWNED BY THE LOUISVILLE AND
 BH2234'NASHVILLE RAILROAD.  IT IS A TANK WITH A FLAT TOP AND A HEMISPHERICAL
 BH2234'BOTTOM ATOP A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND IS
 BH2234'APPROXIMATELY 70 FEET HIGH.  THE CENTER OF THE TANK WAS THE POINT
 BH2234'OBSERVED.  IT IS LOCATED IN THE SOUTHEAST ANGLE OF A ROAD
 BH2234'CROSSING THE LOUISVILLE AND NASHVILLE RAILROAD TRACK AT THE NORTHWEST
 BH2234'EDGE OF A POLE PLANT.
 BH2234'
 BH2234'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE PASCAGOULA RIVER
 BH2234'AT THE WEST EDGE OF PASCAGOULA, GO WEST ON U.S.  HIGHWAY 90 FOR
 BH2234'3.3 MILES TO THE SECOND CROSSROADS PAST THE WEST BRIDGE OVER THE
 BH2234'PASCAGOULA RIVER.  TURN LEFT (SOUTHEAST) AND CONTINUE ON
 BH2234'SINGING RIVER ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2234'(SOUTH) AND CONTINUE ON GAUTIER DRIVE FOR 0.2 MILE TO THE
 BH2234'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD TRACK AND THE MARK
 BH2234'ON THE LEFT AS DESCRIBED.
 BH2234
 BH2234                          STATION RECOVERY (1971)
 BH2234
 BH2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BH2234'STATION RECOVERED.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BH2234
 BH2234                          STATION RECOVERY (2004)
 BH2234
 BH2234'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH2234'THE TANK HAS BEEN DISMANTLED A VERY LONG TIME AGO.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1521 ***********************************************************************
 BV1521  DESIGNATION -  GAVIN
 BV1521  PID         -  BV1521
 BV1521  STATE/COUNTY-  MS/PERRY
 BV1521  USGS QUAD   -  RICHTON (1964)
 BV1521
 BV1521                         *CURRENT SURVEY CONTROL
 BV1521  ___________________________________________________________________
 BV1521* NAD 83(1993)-  31 18 09.08954(N)    088 57 30.90597(W)     ADJUSTED  
 BV1521* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 BV1521  ___________________________________________________________________
 BV1521  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BV1521  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV1521  HORZ ORDER  -  SECOND
 BV1521
 BV1521.The horizontal coordinates were established by classical geodetic methods
 BV1521.and adjusted by the National Geodetic Survey in May 1994.
 BV1521
 BV1521.The orthometric height was scaled from a topographic map.
 BV1521
 BV1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1521
 BV1521.The geoid height was determined by GEOID03.
 BV1521
 BV1521;                    North         East     Units Scale Factor Converg.
 BV1521;SPC MS E     -   199,823.386   288,076.455   MT  0.99995175   -0 03 54.3
 BV1521;SPC MS E     -   655,587.23    945,130.84   sFT  0.99995175   -0 03 54.3
 BV1521;UTM  16      - 3,464,785.767   313,597.661   MT  1.00002858   -1 01 04.4
 BV1521
 BV1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1521!SPC MS E     -   0.99999074  x   0.99995175  =   0.99994249
 BV1521!UTM  16      -   0.99999074  x   1.00002858  =   1.00001932
 BV1521
 BV1521:                Primary Azimuth Mark                     Grid Az
 BV1521:SPC MS E     -  RICHTON MUNICIPAL TANK                   016 51 25.5
 BV1521:UTM  16      -  RICHTON MUNICIPAL TANK                   017 48 35.6
 BV1521
 BV1521|---------------------------------------------------------------------|
 BV1521| PID    Reference Object                     Distance      Geod. Az  |
 BV1521|                                                           dddmmss.s |
 BV1521| BV1523 RICHTON MUNICIPAL TANK              APPROX. 5.6 KM 0164731.2 |
 BV1521| CF9825 GAVIN RM 1                           27.225 METERS 03840     |
 BV1521| CF9826 GAVIN RM 2                           34.448 METERS 15129     |
 BV1521| BV1630 BROWN                               APPROX.11.2 KM 2712523.8 |
 BV1521| CF9824 GAVIN AZ MK                                        2961516.7 |
 BV1521| BV1526 TIGER CREEK LOOKOUT TOWER           APPROX.16.6 KM 3563602.7 |
 BV1521|---------------------------------------------------------------------|
 BV1521
 BV1521                          SUPERSEDED SURVEY CONTROL
 BV1521
 BV1521  NAD 83(1993)-  31 18 09.10350(N)    088 57 30.90341(W) AD(       ) 2
 BV1521  NAD 83(1986)-  31 18 09.10383(N)    088 57 30.90379(W) AD(       ) 2
 BV1521  NAD 27      -  31 18 08.46100(N)    088 57 30.72200(W) AD(       ) 2
 BV1521
 BV1521.Superseded values are not recommended for survey control.
 BV1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1521.See file dsdata.txt to determine how the superseded data were derived.
 BV1521
 BV1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1359864786(NAD 83)
 BV1521_MARKER: DS = TRIANGULATION STATION DISK
 BV1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1521
 BV1521  HISTORY     - Date     Condition        Report By
 BV1521  HISTORY     - 1935     MONUMENTED       CGS
 BV1521  HISTORY     - 1943     GOOD             CGS
 BV1521  HISTORY     - 1956     GOOD             LOCSUR
 BV1521  HISTORY     - 1956     GOOD             CGS
 BV1521  HISTORY     - 1964     GOOD             MSHD
 BV1521
 BV1521                          STATION DESCRIPTION
 BV1521
 BV1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1521'THE STATION IS ON THE NW SIDE OF A LONG FLAT RIDGE WHICH HAS BEEN
 BV1521'CLEARED BY LOGGING. ABOUT 3-1/2 MILES SSW OF RICHTON, MISS. ON
 BV1521'PROPERTY BELONGING TO DR. T.M. GAVIN AND GEO. L. GRANBURY. TO REACH
 BV1521'THE STATION FROM RICHTON GO S ON MISS. HIGHWAY 15 FOR 1.7 MILES TO
 BV1521'A T-ROAD TO RIGHT. TURN RIGHT FOR 2-1/2 MILES TO A POINT NEAR THE
 BV1521'TOP OF GRADE WHERE A WOODS ROAD TURNS SHARPLY RIGHT. TURN RIGHT
 BV1521'ONTO THIS WOODS ROAD FOR 1/4 MILE TO STATION ON LEFT. THE STATION
 BV1521'IS IN AN OPEN FIELD ON THE NW SLOPE OF A LONG FLAT RIDGE WHICH IS
 BV1521'VERY IRREGULARLY SHAPED. IT IS 22 YDS W. OF THE C.1. OF ABOVE
 BV1521'MENTIONED WOODS READ LEADING TO THE STATION. THE MARK PROTRUDES
 BV1521'ABOUT 14 IN.  ABOVE THE SURFACE OF THE GROUND.
 BV1521'
 BV1521'R.M. NO 1 IS NNE OF THE STATION ALONG THE WOODS ROAD AND 10 FT. S.
 BV1521'OF THE C.1. THEREOF. (NOTE--ROAD IS VERY CROOKED AT THIS POINT).
 BV1521'
 BV1521'R.M. NO 2 IS SE OF THE STATION IN FIELD, 22 YDS SW OF C.1. OF WOODS
 BV1521'ROAD.
 BV1521'
 BV1521'AZIMUTH MARK IS WNW OF THE STATION IN OPEN FIELD. 10 FT. HIGHER
 BV1521'THAN THE STATION. TO REACH AZIMUTH FROM THE STATION GO 0.1 MILE NW
 BV1521'ON WOODS ROAD. THE MARK IS 0.05 MI. SW OF THE ROAD AT THIS POINT.
 BV1521'IT PROTRUDES ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 BV1521'
 BV1521'NOTE--A 77 FOOT TOWER WAS USED AND WILL CLEAR ALL LINES. HOWEVER, A
 BV1521'90 FT. TOWER IS RECOMMENDED IN THE FUTURE TO CLEAR THE LINE TO
 BV1521'SHOEMAKE.
 BV1521
 BV1521                          STATION RECOVERY (1943)
 BV1521
 BV1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1521'STATION WAS RECOVERD AS DESCRIBED, ALL MARKS WERE FOUND TO BE IN
 BV1521'GOOD CONDITION, ALL DISTANCES WERE CHECKED AND FOUND TO BE CORRECT,
 BV1521'A SLIGHT DIFFERENCE WAS FOUND IN THE DIRECTIONS TO THE AZMIUTH AND
 BV1521'REFERENCE MARKS.
 BV1521
 BV1521                          STATION RECOVERY (1956)
 BV1521
 BV1521'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (SAM)
 BV1521'LETTER OF MR. SIDNEY A. MEEKS, 1442 LEE STREET, LAUREL, MISS., DATED
 BV1521'JULY 4, 1956--
 BV1521'
 BV1521'ALL MARKS IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH IS STILL
 BV1521'IN ORIGINAL POSITION (IN FIELD) BUT TOP PARTLY BROKEN OFF.
 BV1521
 BV1521                          STATION RECOVERY (1956)
 BV1521
 BV1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1521'THE STATION WAS VISITED ON OCTOBER 17, 1956, AND ALL MARKS WERE FOUND
 BV1521'IN GOOD CONDITION. DUE TO CHANGES MADE IN THE ROADS, A NEW
 BV1521'DESCRIPTION IS NECESSARY.
 BV1521'
 BV1521'THE STATION IS LOCATED ABOUT 3.5 MI. S-SW OF RICHTON, ON PROPERTY
 BV1521'OWNED BY THE MASONITE CORP., ABOUT 0.5 MI. NW OF THE RICHTON LOOKOUT
 BV1521'TOWER, ON A FLAT-TOP RIDGE COVERED WITH SCRUB OAK, IN THE NW
 BV1521'QUARTER OF SECTION 24, T 4 N, R 10 W, AND ABOUT 0.1 MI. S-SE OF A
 BV1521'TUNG ORCHARD. IT IS 45 FT. N-NE OF THE CENTER OF A DIRT ROAD
 BV1521'LEADING TO THE ORCHARD, AND 225 FT. E-SE OF THE N END OF A METAL
 BV1521'GATE IN A FENCE LINE. IT IS A STANDARD DISK, STAMPED GAVIN
 BV1521'1935 AND PROJECTING 14 IN.
 BV1521'
 BV1521'REFERENCE MARK 1 IS 89.32 FT. N-NE OF THE STATION, AND 134 FT. N-NE
 BV1521'OF THE CENTER OF THE DIRT ROAD. IT IS A STANDARD DISK, STAMPED GAVIN
 BV1521'NO 1 1935 AND PROJECTING 10 IN.
 BV1521'
 BV1521'REFERENCE MARK 2 IS 113.02 FT. S-SE OF THE STATION, AND 20 FT. S-SW
 BV1521'OF THE CENTER OF THE DIRT ROAD. IT IS A STANDARD DISK, STAMPED GAVIN
 BV1521'NO 2 1935 AND PROJECTING 3 IN.
 BV1521'
 BV1521'THE AZIMUTH MARK IS 0.1 MI. NW OF THE STATION, IN THE SE QUARTER OF
 BV1521'SECTION 14, T 4 N, R 10 W, IN A TUNG ORCHARD, 145 FT. SW OF THE ROAD
 BV1521'ALONG THE NE SIDE OF THE ORCHARD AND LEADING TO A TENANT HOUSE, 200
 BV1521'FT. N OF A FENCE LINE, 9 FT. N OF THE EIGHTH ROW OF TREES FROM THE
 BV1521'S SIDE OF THE ORCHARD, AND 5 FT. W OF THE FIFTH ROW OF TREES FROM
 BV1521'THE E SIDE OF THE ORCHARD. IT IS A STANDARD DISK, STAMPED GAVIN
 BV1521'1935 AND PROJECTING 6 IN.  NOTE--THE CONCRETE POST IS
 BV1521'CHIPPED, BUT THE POST AND DISK ARE SOLID.
 BV1521'
 BV1521'TO REACH THE STATION FROM THE GULF, MOBILE AND OHIO RAILROAD STATION
 BV1521'IN RICHTON, GO S ON STATE HIGHWAY 15 FOR 1.8 MI. TO A SIDE ROAD
 BV1521'RIGHT JUST S OF A BRIDGE, TURN RIGHT AND GO SW FOR 2.4 MI. TO A
 BV1521'FORK ABOUT 0.25 MI. BEFORE REACHING THE RICHTON LOOKOUT TOWER, TURN
 BV1521'RIGHT AND GO 0.45 MI. TO THE STATION ON THE RIGHT, WHICH IS ABOUT
 BV1521'75 YD.  BEFORE REACHING A METAL GATE IN A FENCE.
 BV1521'
 BV1521'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW TO THE METAL GATE,
 BV1521'PASS THROUGH THE GATE AND GO ABOUT 50 YD. TO A FORK, TAKE THE RIGHT
 BV1521'FORK AND GO ABOUT 100 YD. TO THE MARK ON THE LEFT.
 BV1521
 BV1521                          STATION RECOVERY (1964)
 BV1521
 BV1521'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1521'THE STATION WAS VISITED 10-28-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1521'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2610 ***********************************************************************
 BH2610  DESIGNATION -  GAY
 BH2610  PID         -  BH2610
 BH2610  STATE/COUNTY-  MS/HARRISON
 BH2610  USGS QUAD   -  GULFPORT NW (1985)
 BH2610
 BH2610                         *CURRENT SURVEY CONTROL
 BH2610  ___________________________________________________________________
 BH2610* NAD 83(1993)-  30 24 14.70096(N)    089 10 19.37221(W)     ADJUSTED  
 BH2610* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 BH2610  ___________________________________________________________________
 BH2610  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BH2610  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BH2610  HORZ ORDER  -  SECOND
 BH2610
 BH2610.The horizontal coordinates were established by classical geodetic methods
 BH2610.and adjusted by the National Geodetic Survey in May 1994.
 BH2610
 BH2610.The orthometric height was scaled from a topographic map.
 BH2610
 BH2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2610
 BH2610.The geoid height was determined by GEOID03.
 BH2610
 BH2610;                    North         East     Units Scale Factor Converg.
 BH2610;SPC MS E     -   100,262.833   267,453.446   MT  0.99996306   -0 10 17.1
 BH2610;SPC MS E     -   328,945.64    877,470.18   sFT  0.99996306   -0 10 17.1
 BH2610;UTM  16      - 3,365,564.718   291,340.369   MT  1.00013715   -1 05 58.8
 BH2610
 BH2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2610!SPC MS E     -   1.00000299  x   0.99996306  =   0.99996605
 BH2610!UTM  16      -   1.00000299  x   1.00013715  =   1.00014014
 BH2610
 BH2610|---------------------------------------------------------------------|
 BH2610| PID    Reference Object                     Distance      Geod. Az  |
 BH2610|                                                           dddmmss.s |
 BH2610| DD8835 GAY RM 1                             26.831 METERS 01422     |
 BH2610| DD8834 GAY AZ MK                                          1915134.4 |
 BH2610| DD8836 GAY RM 2                             22.035 METERS 27238     |
 BH2610|---------------------------------------------------------------------|
 BH2610
 BH2610                          SUPERSEDED SURVEY CONTROL
 BH2610
 BH2610  NAD 83(1986)-  30 24 14.71655(N)    089 10 19.36287(W) AD(       ) 2
 BH2610  NAD 27      -  30 24 14.01000(N)    089 10 19.21400(W) AD(       ) 2
 BH2610
 BH2610.Superseded values are not recommended for survey control.
 BH2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2610.See file dsdata.txt to determine how the superseded data were derived.
 BH2610
 BH2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9134065565(NAD 83)
 BH2610_MARKER: DS = TRIANGULATION STATION DISK
 BH2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2610+STABILITY: SURFACE MOTION
 BH2610
 BH2610  HISTORY     - Date     Condition        Report By
 BH2610  HISTORY     - 1958     MONUMENTED       CGS
 BH2610  HISTORY     - 1972     GOOD             MSHD
 BH2610  HISTORY     - 19810301 GOOD             MSSU
 BH2610
 BH2610                          STATION DESCRIPTION
 BH2610
 BH2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2610'STATION IS ABOUT 5 MILES WEST AND 2 MILES NORTH OF GULFPORT, IN THE
 BH2610'CENTRAL PART OF SECTION 27, T 7 S, R 12 W.
 BH2610'
 BH2610'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 49 AND 90 IN THE
 BH2610'SOUTH EDGE OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 1.25 MILES TO
 BH2610'28TH STREET, TURN LEFT, WEST, ON 28TH STREET, FOR 4.5 MILES TO A SIDE
 BH2610'ROAD RIGHT AT SIGN NECAISE ROAD, TURN RIGHT, NORTH, ON GRADED
 BH2610'ROAD FOR 0.95 MILE TO WHERE GRADED ROAD TURNS RIGHT, TURN LEFT ON
 BH2610'TRACK ROAD FOR 0.15 MILE TO WHERE GRADED ROAD TURNS RIGHT, TURN LEFT
 BH2610'ON TRACK ROAD FOR 0.15 MILE TO AZIMUTH MARK ON THE LEFT, CONTINUE
 BH2610'WEST, ON TRACK ROAD FOR 0.15 MILE TO A DIM FORK, TAKE RIGHT FORK,
 BH2610'NORTH, FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 BH2610'
 BH2610'STATION MARKS ARE STANDARD DISKS, STAMPED GAY 1958.  SURFACE MARK IS
 BH2610'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 4
 BH2610'INCHES, 47 FEET EAST OF A 6 INCH LONE PINE TREE, 28 FEET EAST OF THE
 BH2610'CENTER OF THE MOST EASTERN ONE OF TWO TRACK ROADS RUNNING PARALLEL.
 BH2610'A 4 BY 4 WHITE WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.  THE
 BH2610'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 BH2610'BELOW THE GROUND SURFACE.
 BH2610'
 BH2610'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAY NO 1 1958, SET IN
 BH2610'THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 6
 BH2610'INCHES.  IT IS 114 FEET NORTHEAST OF THE LONE TREE, AND 27 FEET EAST
 BH2610'OF THE TRACK ROAD CENTER.
 BH2610'
 BH2610'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GAY NO 2 1958, SET IN
 BH2610'THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 BH2610'IS 44 FEET WEST OF THE TRACK ROAD CENTER, 25 FEET NORTHWEST OF THE
 BH2610'LONE TREE.
 BH2610'
 BH2610'AZIMUTH MARK IS A STANDARD DISK, STAMPED GAY 1958, SET IN THE TOP OF
 BH2610'A 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES. IT IS 28 FEET
 BH2610'WEST OF A 10 INCH PINE TREE, 11 FEET SOUTH OF THE TRACK ROAD CENTER.
 BH2610'A 4 BY 4 WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 BH2610'
 BH2610'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2610
 BH2610                          STATION RECOVERY (1972)
 BH2610
 BH2610'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2610'THE STATION WAS VISITED 5-31-72 AND THE STATION MARK RM NO 1, RM
 BH2610'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION, 5 MILES
 BH2610'SOUTHWEST OF THE COMMUNITY OF LANDON, NEAR THE CENTER OF THE EAST
 BH2610'SIDE OF SECTION 27, T 7S, R 12W.
 BH2610'
 BH2610'THE STATION IS LOCATED 5 MILES NORTHEAST OF LONG BEACH, 5.3 MILES
 BH2610'NORTHWEST OF GULFPORT.  IT IS 28 FEET EAST OF THE EAST ONE OF
 BH2610'TWO TRACK ROADS, 47.5 FEET EAST OF A 6 INCH BLAZED PINE, 26 FEET
 BH2610'NORTH OF THE NORTH ONE OF TWO ROWS OF SMALL CYPRESSES, AND 1 FOOT
 BH2610'SOUTH OF A METAL WITNESS POST.
 BH2610'
 BH2610'IT IS A TRIANGULATION DISK, STAMPED GAY 1958 PROJECTING 2
 BH2610'INCHES.
 BH2610'
 BH2610'REFERENCE MARK NO 1 IS 88.03 FEET NORTH-NORTHEAST OF THE
 BH2610'STATION.  IT IS 28 FEET EAST OF THE EAST ONE OF TWO TRACK ROADS
 BH2610'AND 104 FEET NORTHEAST OF A 6 INCH BLAZED PINE.  IT IS A
 BH2610'REFERENCE MARK DISK, STAMPED GAY NO 1 1958 PROJECTING 6
 BH2610'INCHES.
 BH2610'
 BH2610'REFERENCE MARK NO 2 IS 72.30 FEET WEST OF THE STATION.  IT IS
 BH2610'19 FEET WEST OF THE CENTER OF THE WEST ONE OF TWO TRACK ROADS,
 BH2610'25 FEET WEST-SOUTHWEST OF A 6 INCH BLAZED PINE, 31.5 FEET EAST OF
 BH2610'AN 8 INCH BLAZED PINE AND 2 FEET NORTH OF THE SOUTH ROW OF SMALL
 BH2610'CYPRESSES.  IT IS A REFERENCE MARK DISK, STAMPED GAY NO 2 1958
 BH2610'PROJECTING 4 INCHES.
 BH2610'
 BH2610'THE AZIMUTH MARK IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 BH2610'45 FEET SOUTHWEST OF A 10 INCH PINE, 22 FEET WEST-NORTHWEST OF
 BH2610'A 10 INCH LEANING PINE AND 1 FOOT SOUTH OF A METAL WITNESS
 BH2610'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED GAY 1958 PROJECTING 4
 BH2610'INCHES.
 BH2610'
 BH2610'TO REACH THE STATION FROM THE U.S. POST OFFICE JUST NORTH OF
 BH2610'U.S. HIGHWAY 90 IN GULFPORT GO NORTH ON U.S. HIGHWAY 49 FOR 1.25
 BH2610'MILES TO THE INTERSECTION OF 28TH STREET.  TURN LEFT AND GO WEST
 BH2610'ON 28TH STREET FOR 4.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2610'AND GO NORTH ON A GRAVELED ROAD FOR 1.05 MILES TO A SIDE ROAD
 BH2610'RIGHT AND A STEEL GATE STRAIGHT AHEAD.  CONTINUE NORTH THROUGH
 BH2610'THE GATE ON A GRAVELED ROAD FOR 0.45 MILES.  THENCE WEST ACROSS
 BH2610'AN OPEN AREA WITH SCATTERED PINES FOR 200 YARDS TO THE
 BH2610'STATION.  TO REACH THE AZIMUTH FROM THE SIDE ROAD GO WEST ON A
 BH2610'TRACK ROAD AND FIRE LANE FOR 0.15 MILES TO A FORK.  TAKE THE
 BH2610'LEFT FORK AND GO WEST ON A TRACK ROAD FOR 100 YARDS TO THE
 BH2610'AZIMUTH ON THE LEFT.
 BH2610'
 BH2610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2610'5 MILES NORTHEAST OF LONG BEACH.
 BH2610
 BH2610                          STATION RECOVERY (1981)
 BH2610
 BH2610'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH2610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2187 ***********************************************************************
 BW2187  DESIGNATION -  GEORGE
 BW2187  PID         -  BW2187
 BW2187  STATE/COUNTY-  MS/COPIAH
 BW2187  USGS QUAD   -  HOPEWELL (1970)
 BW2187
 BW2187                         *CURRENT SURVEY CONTROL
 BW2187  ___________________________________________________________________
 BW2187* NAD 83(1993)-  31 53 04.40111(N)    090 12 21.23810(W)     ADJUSTED  
 BW2187* NAVD 88     -       119.     (meters)     390.     (feet)  VERTCON   
 BW2187  ___________________________________________________________________
 BW2187  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BW2187  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BW2187  HORZ ORDER  -  FIRST
 BW2187
 BW2187.The horizontal coordinates were established by classical geodetic methods
 BW2187.and adjusted by the National Geodetic Survey in May 1994.
 BW2187
 BW2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2187
 BW2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2187
 BW2187.The geoid height was determined by GEOID03.
 BW2187
 BW2187;                    North         East     Units Scale Factor Converg.
 BW2187;SPC MS W     -   264,355.906   712,056.091   MT  0.99995179   +0 04 02.3
 BW2187;SPC MS W     -   867,307.67  2,336,137.36   sFT  0.99995179   +0 04 02.3
 BW2187;UTM  15      - 3,531,045.318   764,294.519   MT  1.00046156   +1 28 36.2
 BW2187
 BW2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2187!SPC MS W     -   0.99998547  x   0.99995179  =   0.99993726
 BW2187!UTM  15      -   0.99998547  x   1.00046156  =   1.00044702
 BW2187
 BW2187:                Primary Azimuth Mark                     Grid Az
 BW2187:SPC MS W     -  GEORGETOWN MUNICIPAL TANK                111 26 54.4
 BW2187:UTM  15      -  GEORGETOWN MUNICIPAL TANK                110 02 20.5
 BW2187
 BW2187|---------------------------------------------------------------------|
 BW2187| PID    Reference Object                     Distance      Geod. Az  |
 BW2187|                                                           dddmmss.s |
 BW2187| BW2186 GEORGETOWN MUNICIPAL TANK           APPROX. 4.1 KM 1113056.7 |
 BW2187| BW2126 8111                                291.491 METERS 17445     |
 BW2187| CY3643 GEORGE RM 2                          29.218 METERS 27218     |
 BW2187| BW2551 GEORGE AZ MK                        APPROX. 0.5 KM 3135907.3 |
 BW2187| CY3642 GEORGE RM 1                          27.592 METERS 35103     |
 BW2187|---------------------------------------------------------------------|
 BW2187
 BW2187                          SUPERSEDED SURVEY CONTROL
 BW2187
 BW2187  NAD 83(1986)-  31 53 04.41570(N)    090 12 21.23433(W) AD(       ) 1
 BW2187  NAD 27      -  31 53 03.84200(N)    090 12 20.92200(W) AD(       ) 1
 BW2187  NGVD 29 (12/08/88)  119.     (m)          390.     (f) VERT ANG    3  
 BW2187
 BW2187.Superseded values are not recommended for survey control.
 BW2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2187.See file dsdata.txt to determine how the superseded data were derived.
 BW2187
 BW2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6429531045(NAD 83)
 BW2187_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BW2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2187+STABILITY: SURFACE MOTION
 BW2187
 BW2187  HISTORY     - Date     Condition        Report By
 BW2187  HISTORY     - 1945     MONUMENTED       CGS
 BW2187  HISTORY     - 1955     GOOD             CGS
 BW2187  HISTORY     - 1965     GOOD             MSHD
 BW2187  HISTORY     - 1970     GOOD             MSSU
 BW2187  HISTORY     - 1982     GOOD             MSU
 BW2187
 BW2187                          STATION DESCRIPTION
 BW2187
 BW2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2187'STATION IS LOCATED ABOUT 2-3/4 MILES NW OF GEORGETOWN AND
 BW2187'ABOUT 11 MILES E OF HAZELHURST ON LAND OWNED BY THE GEORGETOWN
 BW2187'MERCANTILE CO.  IT IS 38 FEET W OF THE APPROXIMATE CENTER
 BW2187'OF THE ROAD, 15.5 FEET SW OF A STANDARD WITNESS POST, AND 53
 BW2187'FEET NE OF A TRIANGULAR-BLAZED 12-INCH PINE TREE.
 BW2187'
 BW2187'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BW2187'POST, STAMPED GEORGE 1945, AND PROJECTS ABOUT 4 INCHES.
 BW2187'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2187'
 BW2187'REFERENCE MARK 1 IS 90.38 FEET N OF THE STATION, 30 FEET N OF
 BW2187'THE LANE, AND 30 FEET W OF THE APPROXIMATE CENTER OF THE ROAD.
 BW2187'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 BW2187'STAMPED GEORGE NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 BW2187'
 BW2187'REFERENCE MARK 2 IS 95.85 FEET W OF THE STATION, 7 FEET S OF
 BW2187'THE CENTER OF THE DRIVE.  IT IS A BRONZE REFERENCE DISK SET
 BW2187'IN TOP OF A CONCRETE POST, STAMPED GEORGE NO 2 1945, AND PROJECTS
 BW2187'ABOUT 4 INCHES.
 BW2187'
 BW2187'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION, 19 FEET
 BW2187'NE OF THE APPROXIMATE CENTER OF THE ROAD, AND 4 FEET S OF A
 BW2187'STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN
 BW2187'TOP OF A CONCRETE POST, STAMPED GEORGE 1945, AND PROJECTS
 BW2187'ABOUT 4 INCHES.
 BW2187'
 BW2187'TO REACH THE STATION FROM THE INTERSECTION OF THE RAILROAD
 BW2187'TRACKS AND STATE HIGHWAY 20 IN GEORGETOWN, GO W ON STATE HIGHWAY
 BW2187'20 FOR 1.75 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.3
 BW2187'MILES TO A DRIVEWAY LEADING TO AN OLD HOUSE AND STATION ON
 BW2187'THE LEFT.
 BW2187'
 BW2187'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON DIRT
 BW2187'ROAD TO THE AZIMUTH MARK ON THE RIGHT.
 BW2187'
 BW2187'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BW2187
 BW2187                          STATION RECOVERY (1955)
 BW2187
 BW2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2187'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 BW2187'CONDITION.  THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE WITH
 BW2187'THIS CORRECTION--
 BW2187'
 BW2187'THE AZIMUTH MARK IS REACHED BY GOING NW (NOT W) ON A TRACK
 BW2187'ROAD FOR 0.3 MI. TO THE MARK ON THE RIGHT.
 BW2187
 BW2187                          STATION RECOVERY (1965)
 BW2187
 BW2187'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2187'THE STATION WAS VISITED 11-11-65 AND ALL MARKS WERE FOUND IN
 BW2187'GOOD CONDITION.
 BW2187'
 BW2187'THE DESCRIPTION IS NO LONGER ADEQUATE DUE TO CHANGE IN ROAD.
 BW2187'
 BW2187'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE FRONT
 BW2187'ENTRANCE OF THE U.S. POST OFFICE ON EAST MARION STREET IN
 BW2187'CRYSTAL SPRINGS.  GO .08 MILES (WEST) TO EAST RAILROAD AVENUE.
 BW2187'TURN RIGHT AND GO NORTH .20 MILES TO LEE AVENUE.  TURN RIGHT
 BW2187'AND GO EAST 2.30 MILES TO THE INTERSECTION OF HIGHWAY 27.
 BW2187'TURN RIGHT AND GO 12.83 MILES TO THE INTERSECTION OF HIGHWAY
 BW2187'28 AT GEORGETOWN.  TURN RIGHT AND GO 1.65 MILES TO A T ROAD
 BW2187'RIGHT.  TURN RIGHT ON A GRAVELED ROAD AND GO 1.3 MILES TO A
 BW2187'DRIVEWAY LEADING TO AN OLD HOUSE AND THE STATION ON THE LEFT.
 BW2187'CONTINUE ON GRAVELED ROAD FOR .3 MILES TO THE AZIMUTH ON THE
 BW2187'RIGHT.
 BW2187'
 BW2187'STATION DISK IS STAMPED GEORGE (1945) AND PROJECTS 4 INCHES.
 BW2187'IT IS 38 FEET WEST OF APPROXIMATE CENTER OF ROAD, 22 FEET WEST
 BW2187'OF AN 8-INCH TWIN PINE, 1.5 FEET WEST OF A METAL WITNESS POST.
 BW2187'
 BW2187'R.M. 1 IS 30 FEET NORTH OF CENTER OF DRIVE, 30 FEET WEST
 BW2187'OF CENTER OF ROAD, IS STAMPED GEORGE NO 1 (1945) AND PROJECTS
 BW2187'4 INCHES.
 BW2187'
 BW2187'R.M. 2 IS 5 FEET SOUTH OF CENTER OF DRIVE, IS STAMPED GEORGE
 BW2187'NO 2 1945 AND PROJECTS 4 INCHES.
 BW2187'
 BW2187'AZIMUTH MARK IS 19 FEET NORTH OF ROAD, 1.5 FEET NORTH OF A
 BW2187'METAL WITNESS POST, IS STAMPED GEORGE (1945) AND PROJECTS
 BW2187'4 INCHES.
 BW2187
 BW2187                          STATION RECOVERY (1970)
 BW2187
 BW2187'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2187'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED BY MSHD IN
 BW2187'1965 EXCEPT THE ROAD IS MOSTLY DIRT AND WOULD PROBABLY BE
 BW2187'IMPASSABLE IN WET WEATHER.
 BW2187
 BW2187                          STATION RECOVERY (1982)
 BW2187
 BW2187'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1982 (RB)
 BW2187'THE STATION, RM 1, RM 2, AND AZ MK WERE RECOVERED IN GOOD CONDITION.
 BW2187'THE DISTANCE AND AZIMUTH TO RM 1 FAILED TO CHECK THE 1945 VALUES BY 6
 BW2187'CM AND 3 MINUTES.  THE DIRECTIONS TO THE RMS WERE REOBSERVED ON
 BW2187'ANOTHER DATE FOR A VERIFICATION.  A NEW DESCRIPTION FOLLOWS.
 BW2187'
 BW2187'TO REACH THE STATION FROM THE JUNCTION OF MS HIGHWAYS 27 AND 28 AT THE
 BW2187'NORTH EDGE OF GEORGETOWN, GO WEST ON MS HWY 28 FOR 1.6 MILES TO A
 BW2187'T-ROAD TO NEW HOPE CHURCH, TURN RIGHT AND GO NORTH ON GRAVEL/SAND ROAD
 BW2187'FOR 0.6 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW CURVING ROAD
 BW2187'NORTHWESTERLY FOR 0.7 MILE TO STATION ON THE LEFT, CONTINUE NORTHERLY
 BW2187'FOR 0.3 MILE TO AZIMUTH ON THE RIGHT.
 BW2187'
 BW2187'THE STATION IS 2.5 MILES WNW OF GEORGETOWN, 0.9 MILE NORTH OF MS HWY
 BW2187'28, 1.8 MILES SW OF MS HWY 27, 2300 FT SE OF NW CORNER OF SEC 33, T1N,
 BW2187'R1E, 11.3 M SW OF MAIN ROAD, 18.7 M S OF LOGGING ROAD, 53 CM FROM MWP,
 BW2187'2.9FT HIGHER THAN T-RD-W AT STATION SITE.
 BW2187'
 BW2187'REFERENCE MARK NO 1 IS 31.3 M NNW OF SOUTH 1 OF 2 5-INCH OAKS, 13.5 M
 BW2187'NW OF T-RD-W, 8.8 M WEST OF MAIN ROAD, 8.8 M NORTH OF LOGGING ROAD,
 BW2187'0.26FT HIGHER THAN THE STATION.
 BW2187'
 BW2187'REFERENCE MARK NO 2 IS 42.6 M WEST OF T-RD-W, 40.6 M WEST OF MAIN ROAD
 BW2187'8.4 M NW OF LOGGING ROAD, 3.63 FT LOWER THAN STATION.
 BW2187'
 BW2187'AZIMUTH MARK IS 528 M NW AND 2.4 M LOWER THAN THE STATION, 5.5 M EAST
 BW2187'OF MAIN ROAD, 33 M NORTH OF T-LOGGING ROAD-W, 6.1 M NNW OF FIRE LINE
 BW2187'DITCH, 1 METER HIGHER THAN MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2787 ***********************************************************************
 CP2787  DESIGNATION -  GEORGE
 CP2787  PID         -  CP2787
 CP2787  STATE/COUNTY-  MS/YAZOO
 CP2787  USGS QUAD   -  SATARTIA (1988)
 CP2787
 CP2787                         *CURRENT SURVEY CONTROL
 CP2787  ___________________________________________________________________
 CP2787* NAD 83(1993)-  32 44 10.19491(N)    090 37 02.47853(W)     ADJUSTED  
 CP2787* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 CP2787  ___________________________________________________________________
 CP2787  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP2787  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CP2787  HORZ ORDER  -  THIRD
 CP2787
 CP2787.The horizontal coordinates were established by classical geodetic methods
 CP2787.and adjusted by the National Geodetic Survey in May 1994.
 CP2787
 CP2787.The orthometric height was scaled from a topographic map.
 CP2787
 CP2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2787
 CP2787.The geoid height was determined by GEOID03.
 CP2787
 CP2787;                    North         East     Units Scale Factor Converg.
 CP2787;SPC MS W     -   358,816.676   673,379.817   MT  0.99995873   -0 09 12.9
 CP2787;SPC MS W     - 1,177,217.71  2,209,246.95   sFT  0.99995873   -0 09 12.9
 CP2787;UTM  15      - 3,624,550.075   723,263.760   MT  1.00021468   +1 17 20.4
 CP2787
 CP2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2787!SPC MS W     -   0.99999966  x   0.99995873  =   0.99995839
 CP2787!UTM  15      -   0.99999966  x   1.00021468  =   1.00021434
 CP2787
 CP2787:                Primary Azimuth Mark                     Grid Az
 CP2787:SPC MS W     -  N 22 31                                  074 25 30.9
 CP2787:UTM  15      -  N 22 31                                  072 58 57.6
 CP2787
 CP2787|---------------------------------------------------------------------|
 CP2787| PID    Reference Object                     Distance      Geod. Az  |
 CP2787|                                                           dddmmss.s |
 CP2787| CP2789 N 22 31                             APPROX. 3.3 KM 0741618.0 |
 CP2787| CY3645 GEORGE RM 1                          24.910 METERS 19139     |
 CP2787| CY3644 GEORGE AZ MK                                       2693537.8 |
 CP2787| CY3646 GEORGE RM 2                          21.447 METERS 33922     |
 CP2787|---------------------------------------------------------------------|
 CP2787
 CP2787                          SUPERSEDED SURVEY CONTROL
 CP2787
 CP2787  NAD 83(1986)-  32 44 10.20850(N)    090 37 02.47373(W) AD(       ) 3
 CP2787  NAD 27      -  32 44 09.71730(N)    090 37 02.11580(W) AD(       ) 3
 CP2787
 CP2787.Superseded values are not recommended for survey control.
 CP2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2787.See file dsdata.txt to determine how the superseded data were derived.
 CP2787
 CP2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2326424550(NAD 83)
 CP2787_MARKER: DS = TRIANGULATION STATION DISK
 CP2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2787
 CP2787  HISTORY     - Date     Condition        Report By
 CP2787  HISTORY     - 1959     MONUMENTED       CGS
 CP2787  HISTORY     - 1966     GOOD             MSHD
 CP2787  HISTORY     - 19860115 MARK NOT FOUND   USGS
 CP2787  HISTORY     - 20000821 MARK NOT FOUND   NGS
 CP2787
 CP2787                          STATION DESCRIPTION
 CP2787
 CP2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2787'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF HOLLY BLUFF,
 CP2787'6-1/4 MILES NORTHWEST OF SATARTIA AND 0.1 MILE NORTH OF LAKE
 CP2787'GEORGE, ON LAND OWNED BY MR. T.J. MC MASTER, IN THE SOUTHWEST
 CP2787'1/4 OF SECTION 4, R 4 W, T 10 N.
 CP2787'
 CP2787'REACHED FROM THE POST OFFICE IN SATARTIA BY GOING WEST ON MACADAM
 CP2787'STREET FOR 0.05 MILE TO CROSS STREETS, TURN RIGHT NORTH THEN
 CP2787'NORTHWEST, CROSSING BRIDGE OVER YAZOO RIVER, FOR 0.35 MILE
 CP2787'TO A T-INTERSECTION, TURN RIGHT AND FOLLOW GRAVEL ROAD
 CP2787'NORTHEASTERLY AND NORTHWESTERLY ALONG THE WEST SIDE OF THE YAZOO
 CP2787'RIVER FOR 6.25 MILES TO A GRAVELED SIDE ROAD LEFT, TURN
 CP2787'LEFT, WESTERLY, AND FOLLOW GRAVEL ROAD FOR 1.15 TO THE EAST
 CP2787'END OF WOODEN BRIDGE, CONTINUE WEST, CROSSING BRIDGE, FOR 0.55
 CP2787'MILE TO AN OLD FRAME HOUSE ON THE RIGHT AND STATION.  TO
 CP2787'REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON
 CP2787'GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 CP2787'
 CP2787'STATION MARKS ARE STANDARD DISKS, STAMPED GEORGE 1959.  THE
 CP2787'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CP2787'POST FLUSH WITH THE GROUND SURFACE.  IT IS 93 FEET NORTH-NORTHWEST
 CP2787'OF THE CENTER OF A GRAVEL ROAD, 83 FEET NORTH OF A TRANSFORMER
 CP2787'POWERLINE POLE, 80 FEET SOUTH OF THE CENTER OF A 24-INCH LONE
 CP2787'PECAN TREE AND 74 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CP2787'FRAME HOUSE.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS
 CP2787'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CP2787'
 CP2787'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GEORGE NO 1 1959,
 CP2787'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2787'5 INCHES.  IT IS 162 FEET SOUTH OF THE CENTER OF THE PECAN TREE,
 CP2787'117 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27 FEET
 CP2787'NORTH-NORTHWEST OF THE CENTER OF THE ROAD AND 2 FEET EAST OF
 CP2787'THE POWERLINE POLE.
 CP2787'
 CP2787'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GEORGE NO 2 1959,
 CP2787'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP2787'6 INCHES.  IT IS 163 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CP2787'ROAD, 146 FEET NORTH OF THE POWERLINE POLE, 99 FEET NORTHWEST
 CP2787'OF THE NORTHWEST CORNER OF THE HOUSE AND 40 FEET WEST OF THE
 CP2787'CENTER OF THE PECAN TREE.
 CP2787'
 CP2787'AZIMUTH MARK IS A STANDARD DISK, STAMPED GEORGE 1959, SET
 CP2787'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 7
 CP2787'INCHES.  IT IS 112 FEET EAST OF A POWERLINE POLE, 112 FEET
 CP2787'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD FRAME HOUSE AND
 CP2787'24 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.
 CP2787'
 CP2787'THE DISTANCE BETWEEN REFERENCE MARK AND REFERENCE MARK 2 IS
 CP2787'146.05 FEET (44.516 METERS).
 CP2787'
 CP2787'A METAL, WITNESS SIGNPOST WAS SET 1.0 FOOT SOUTH OF REFERENCE
 CP2787'MARK 2.
 CP2787'
 CP2787'A METAL, WITNESS SIGNPOST WAS SET 1.0 FOOT NORTH OF THE AZIMUTH
 CP2787'MARK.
 CP2787'
 CP2787'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2787
 CP2787                          STATION RECOVERY (1966)
 CP2787
 CP2787'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2787'THE STATION WAS VISITED 8-2-66 AND THE STATION, R.M. 1 AND R.M. 2
 CP2787'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 CP2787'AND NO NEW AZIMUTH MARK COULD BE ESTABLISHED.
 CP2787'
 CP2787'TO REACH THE STATION FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO
 CP2787'CITY GO WEST ON U.S. HIGHWAY 49 WEST FOR 2.8 MILES TO A CROSSROADS,
 CP2787'TURN LEFT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 7.0 MILES
 CP2787'TO THE END OF THE BLACKTOP, CONTINUE SOUTHWEST ON AN ALL-WEATHER
 CP2787'ROAD FOR 8.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (WEST) AND
 CP2787'CONTINUE NORTHWEST ON AN ALL-WEATHER ROAD FOR 0.6 MILE TO AN
 CP2787'OLD HOUSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 CP2787'
 CP2787'THE STATION DISK IS STAMPED GEORGE (1959), 93 FEET NORTH-NORTHWEST
 CP2787'OF THE CENTER OF A GRAVEL ROAD, 83 FEET NORTH OF A TRANSFORMER
 CP2787'POWER POLE, 80 FEET SOUTH OF THE CENTER OF A 24 INCH PECAN, 86.8
 CP2787'FEET NORTHWEST OF A 24 INCH CATALPA TREE, AND 74 FEET WEST OF THE
 CP2787'SOUTHWEST CORNER OF THE HOUSE.
 CP2787'
 CP2787'R.M. 1 IS 162 FEET SOUTH OF THE CENTER OF THE 24 INCH PECAN,
 CP2787'117 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 CP2787'27 FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 CP2787'EAST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST, AND
 CP2787'STAMPED GEORGE NO. 1 (1959).
 CP2787'
 CP2787'R.M. 2 IS 163 FEET NORTH-NORTHWEST OF THE CENTER OF THE GRAVEL
 CP2787'ROAD, 146 FEET NORTH OF A POWER POLE, 99 FEET NORTHWEST OF THE
 CP2787'NORTHWEST CORNER OF THE HOUSE, 40 FEET WEST OF THE CENTER OF A
 CP2787'24 INCH PECAN, AND 1.5 FEET EAST OF A TWIN PECAN.
 CP2787
 CP2787                          STATION RECOVERY (1986)
 CP2787
 CP2787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MAP)
 CP2787'MARK NOT FOUND.
 CP2787
 CP2787                          STATION RECOVERY (2000)
 CP2787
 CP2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP2787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2183 ***********************************************************************
 BW2183  DESIGNATION -  GEORGETOWN AMBER AWY 5 BCN 12
 BW2183  PID         -  BW2183
 BW2183  STATE/COUNTY-  MS/SIMPSON
 BW2183  USGS QUAD   -  GEORGETOWN (1971)
 BW2183
 BW2183                         *CURRENT SURVEY CONTROL
 BW2183  ___________________________________________________________________
 BW2183* NAD 83(1993)-  31 47 51.79843(N)    090 07 31.79613(W)     ADJUSTED  
 BW2183* NAVD 88     -              **(meters)            **(feet)            
 BW2183  ___________________________________________________________________
 BW2183  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BW2183  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW2183  HORZ ORDER  -  THIRD
 BW2183
 BW2183.The horizontal coordinates were established by classical geodetic methods
 BW2183.and adjusted by the National Geodetic Survey in May 1994.
 BW2183
 BW2183
 BW2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2183
 BW2183.The geoid height was determined by GEOID03.
 BW2183
 BW2183;                    North         East     Units Scale Factor Converg.
 BW2183;SPC MS W     -   254,739.602   719,680.954   MT  0.99995478   +0 06 34.2
 BW2183;SPC MS W     -   835,758.18  2,361,153.26   sFT  0.99995478   +0 06 34.2
 BW2183;UTM  15      - 3,521,614.200   772,157.525   MT  1.00051361   +1 30 56.1
 BW2183
 BW2183                          SUPERSEDED SURVEY CONTROL
 BW2183
 BW2183  NAD 83(1986)-  31 47 51.81294(N)    090 07 31.79315(W) AD(       ) 4
 BW2183  NAD 27      -  31 47 51.22800(N)    090 07 31.48700(W) AD(       ) 3
 BW2183
 BW2183.Superseded values are not recommended for survey control.
 BW2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2183.See file dsdata.txt to determine how the superseded data were derived.
 BW2183
 BW2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR7215821614(NAD 83)
 BW2183_MARKER: 22 = AIRWAY BEACON
 BW2183
 BW2183  HISTORY     - Date     Condition        Report By
 BW2183  HISTORY     - 1945     FIRST OBSERVED   CGS
 BW2183  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BW2183  HISTORY     - 1967     GOOD             MSHD
 BW2183
 BW2183                          STATION DESCRIPTION
 BW2183
 BW2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2183'STATION IS LOCATED ABOUT 5.5 MILES SE OF THE VILLAGE OF
 BW2183'GEORGETOWN AND AT AN EMERGENCY AIRWAY LANDING FIELD.  IT IS A
 BW2183'4-LEGGED STEEL STRUCTURE THAT IS 85 FEET HIGH AND PAINTED AN
 BW2183'ORANGE COLOR.  THE POINT MEASURED AND OBSERVED WAS A CHISELED
 BW2183'CROSS IN THE CENTER OF THE CONCRETE FOUNDATION OF THE BEACON
 BW2183'WHICH IS FLUSH WITH THE GROUND.  A TRAVERSE CONNECTION WAS
 BW2183'MADE FROM TRIANGULATION STATION FLIGHT TO THE CHISELED CROSS
 BW2183'AND IT IS 13.701 METERS (44.95 FEET) NNW OF THE TRIANGULATION
 BW2183'STATION.
 BW2183'
 BW2183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 BW2183'GEORGETOWN MAIN STREET, GO S ON MAIN STREET FOR 5.75 MILES TO
 BW2183'A T-ROAD INTERSECTION AND ROCKPORT SCHOOL ON THE LEFT.  HERE
 BW2183'TURN LEFT AND GO 0.7 MILE TO A T-ROAD LEFT, TURN LEFT AND
 BW2183'CROSS THE PEARL RIVER BRIDGE AND GO 1.25 MILES TO THE AIRWAY
 BW2183'BEACON ON THE LEFT AS DESCRIBED.
 BW2183
 BW2183                          STATION RECOVERY (1955)
 BW2183
 BW2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2183'THE STATION WAS VISITED AND THE TOWER SUPPORTING THE BEACON LIGHT
 BW2183'HAS BEEN DISMANTLED.  THE EMERGENCY LANDING FIELD HAS BEEN
 BW2183'DISMANTLED AND IS NOW A CULTIVATED FIELD AND PASTURE LAND.  THE
 BW2183'CONCRETE BASE OF THE BEACON IS INTACT AND THE CHISELED CROSS IS
 BW2183'VISIBLE.  IT IS 44.95 FEET NORTH-NORTHWEST OF TRIANGULATION
 BW2183'STATION FLIGHT 1945.
 BW2183'
 BW2183'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 BW2183'STATE HIGHWAY 20 IN GEORGETOWN, GO SOUTH ON MAIN STREET FOR 5.65
 BW2183'MILES TO A T INTERSECTION OF ROADS AT THE ROCKPORT SCHOOL, TURN
 BW2183'LEFT AND GO 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT CROSSING
 BW2183'THE PEARL RIVER BRIDGE AND GO 1.25 MILES TO A DRIVEWAY RIGHT,
 BW2183'LEADING TO A FARM HOUSE OWNED BY HOPE LITTLE, TURN RIGHT AND GO
 BW2183'ABOUT 75 YARDS TO THE STATION AND A SMALL HOUSE ON THE RIGHT.
 BW2183
 BW2183                          STATION RECOVERY (1967)
 BW2183
 BW2183'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BW2183'THE STATION WAS VISITED 9-7-67 AND THE STATION WAS FOUND IN
 BW2183'GOOD CONDITION.
 BW2183'
 BW2183'THE STATION IS LOCATED 5.5 MILES SOUTHEAST OF GEORGETOWN AND
 BW2183'1.1 MILES EAST OF THE PEARL RIVER, IN THE NORTHWEST, 1/4 OF
 BW2183'SECTION 33, T 10N, R 21W, AND ON PROPERTY OWNED BY MR. KENNETH
 BW2183'LITTLE.  AS MENTIONED IN THE PREVIOUS DESCRIPTION THE TOWER
 BW2183'SUPPORTING THE BEACON LIGHT HAS BEEN DISMANTLED.  THE ENERGENCY
 BW2183'LANDING FIELD HAS BEEN ABANDONED AND IS NOW IN A PASTURE.  THE
 BW2183'CONCRETE BASE OF THE BEACON IS INTACT AND THE CHISELED CROSS IS
 BW2183'VISIBLE.  IT IS 44.95 FEET NORTH NORTHWEST OF TRIANGULATION
 BW2183'STATION FLIGHT 1945.
 BW2183'
 BW2183'TO REACH THE STATION FROM THE MERCHANTS AND PLANTERS BANK IN
 BW2183'GEORGETOWN GO WEST ON A BLACKTOP STREET PASSING ON THE NORTH SIDE
 BW2183'OF THE OLD RAILROAD STATION FOR 0.1 MILE TO THE INTERSECTION OF
 BW2183'MISSISSIPPI HIGHWAY 27.  TURN LEFT (SOUTH) AND CONTINUE ON
 BW2183'MISSISSIPPI HIGHWAY 27 FOR 5.25 MILES TO A SIDE ROAD LEFT WITH
 BW2183'A SIGN POINTING TO ROCKPORT.  TURN LEFT (NORTHEAST) AND CONTINUE
 BW2183'ON A WINDING BLACKTOP ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.
 BW2183'TURN LEFT (NORTHEAST) CROSSING OVER PEARL RIVER AND CONTINUE
 BW2183'ON A BLACKTOP ROAD FOR 0.9 MILE TO ANOTHER SIDE ROAD LEFT.
 BW2183'CONTINUE EAST-NORTHEAST ON A BLACKTOP ROAD FOR 0.3 MILE TO THE
 BW2183'LITTLE HOUSE AND THE OLD BEACON BASE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2186 ***********************************************************************
 BW2186  DESIGNATION -  GEORGETOWN MUNICIPAL TANK
 BW2186  PID         -  BW2186
 BW2186  STATE/COUNTY-  MS/COPIAH
 BW2186  USGS QUAD   -  GEORGETOWN (1971)
 BW2186
 BW2186                         *CURRENT SURVEY CONTROL
 BW2186  ___________________________________________________________________
 BW2186* NAD 83(1993)-  31 52 15.14298(N)    090 09 54.88962(W)     ADJUSTED  
 BW2186* NAVD 88     -              **(meters)            **(feet)            
 BW2186  ___________________________________________________________________
 BW2186  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BW2186  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2186  HORZ ORDER  -  THIRD
 BW2186
 BW2186.The horizontal coordinates were established by classical geodetic methods
 BW2186.and adjusted by the National Geodetic Survey in May 1994.
 BW2186
 BW2186
 BW2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2186
 BW2186.The geoid height was determined by GEOID03.
 BW2186
 BW2186;                    North         East     Units Scale Factor Converg.
 BW2186;SPC MS W     -   262,844.004   715,904.429   MT  0.99995312   +0 05 19.5
 BW2186;SPC MS W     -   862,347.37  2,348,763.11   sFT  0.99995312   +0 05 19.5
 BW2186;UTM  15      - 3,529,627.772   768,180.901   MT  1.00048709   +1 29 51.6
 BW2186
 BW2186                          SUPERSEDED SURVEY CONTROL
 BW2186
 BW2186  NAD 83(1986)-  31 52 15.15757(N)    090 09 54.88595(W) AD(       ) 4
 BW2186  NAD 27      -  31 52 14.58000(N)    090 09 54.58000(W) AD(       ) 3
 BW2186
 BW2186.Superseded values are not recommended for survey control.
 BW2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2186.See file dsdata.txt to determine how the superseded data were derived.
 BW2186
 BW2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR6818129628(NAD 83)
 BW2186_MARKER: 53 = ELEVATED TANK
 BW2186
 BW2186  HISTORY     - Date     Condition        Report By
 BW2186  HISTORY     - 1945     FIRST OBSERVED   CGS
 BW2186  HISTORY     - 1955     GOOD             CGS
 BW2186  HISTORY     - 1967     GOOD             MSHD
 BW2186
 BW2186                          STATION DESCRIPTION
 BW2186
 BW2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2186'STATION IS LOCATED IN THE SMALL VILLAGE OF GEORGETOWN AND
 BW2186'IS ABOUT 60 YARDS NE OF THE NE CORNER OF THE GEORGETOWN
 BW2186'RAILROAD STATION.  IT IS A 4-LEGGED STEEL STRUCTURE THAT
 BW2186'IS PAINTED SILVER AND IS 90 FEET HIGH.  THE POINT INTERSECTED
 BW2186'WAS A SMALL IRON BALL AT THE APEX OF THE TANK.
 BW2186
 BW2186                          STATION RECOVERY (1955)
 BW2186
 BW2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2186'THE STATION WAS VISITED, AND THE STATION WAS FOUND IN GOOD
 BW2186'CONDITION.  THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
 BW2186'
 BW2186'THIS IS AN INTERSECTION STATION.
 BW2186
 BW2186                          STATION RECOVERY (1967)
 BW2186
 BW2186'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 BW2186'THE STATION WAS VISITED 9-5-67 AND THE STATION MARK WAS
 BW2186'FOUND IN GOOD CONDITION.
 BW2186'
 BW2186'THE STATION IS LOCATED IN THE VILLAGE OF GEORGETOWN APPROXIMATELY
 BW2186'60 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE OLD RAILROAD
 BW2186'STATION AND APPROXIMATELY 100 FEET WEST OF THE POST OFFICE.
 BW2186'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH
 BW2186'THE LETTERS GEORGETOWN PAINTED IN BLACK ON THE NORTH SIDE
 BW2186'WITH AN OVERALL HEIGHT OF 90 FEET.  THE SMALL IRON BALL
 BW2186'ON THE FINAL WAS THE POINT INTERSECTED.
 BW2186'
 BW2186'(NOTE--) THE 1945 DESCRIPTION HAD THE STATION LISTED IN SIMPSON
 BW2186'COUNTY BUT IT IS IN COPLAH COUNTY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1731 ***********************************************************************
 EG1731  DESIGNATION -  GERSHORM
 EG1731  PID         -  EG1731
 EG1731  STATE/COUNTY-  MS/PONTOTOC
 EG1731  USGS QUAD   -  HOULKA (1972)
 EG1731
 EG1731                         *CURRENT SURVEY CONTROL
 EG1731  ___________________________________________________________________
 EG1731* NAD 83(1993)-  34 05 31.35350(N)    089 02 03.28099(W)     ADJUSTED  
 EG1731* NAVD 88     -       123.3    (meters)     405.     (feet)  VERTCON   
 EG1731  ___________________________________________________________________
 EG1731  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 EG1731  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EG1731  HORZ ORDER  -  FIRST
 EG1731
 EG1731.The horizontal coordinates were established by classical geodetic methods
 EG1731.and adjusted by the National Geodetic Survey in May 1994.
 EG1731
 EG1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1731
 EG1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1731
 EG1731.The geoid height was determined by GEOID03.
 EG1731
 EG1731;                    North         East     Units Scale Factor Converg.
 EG1731;SPC MS E     -   509,174.593   281,459.801   MT  0.99995424   -0 06 45.4
 EG1731;SPC MS E     - 1,670,516.98    923,422.70   sFT  0.99995424   -0 06 45.4
 EG1731;UTM  16      - 3,774,229.439   312,329.997   MT  1.00003417   -1 08 26.1
 EG1731
 EG1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1731!SPC MS E     -   0.99998495  x   0.99995424  =   0.99993919
 EG1731!UTM  16      -   0.99998495  x   1.00003417  =   1.00001912
 EG1731
 EG1731|---------------------------------------------------------------------|
 EG1731| PID    Reference Object                     Distance      Geod. Az  |
 EG1731|                                                           dddmmss.s |
 EG1731| CG3361 GERSHORM RM 1                        61.984 METERS 12642     |
 EG1731| CG3360 GERSHORM AZ MK                                     1363407.8 |
 EG1731| EG1730 HOULKA MUNICIPAL TANK               APPROX. 5.8 KM 1690922.8 |
 EG1731| CG3362 GERSHORM RM 2                        40.167 METERS 25653     |
 EG1731|---------------------------------------------------------------------|
 EG1731
 EG1731                          SUPERSEDED SURVEY CONTROL
 EG1731
 EG1731  NAD 83(1986)-  34 05 31.36573(N)    089 02 03.27776(W) AD(       ) 1
 EG1731  NAD 27      -  34 05 30.97509(N)    089 02 03.05308(W) AD(       ) 1
 EG1731  NGVD 29 (07/19/86)  123.2    (m)          404.     (f) VERT ANG    3  
 EG1731
 EG1731.Superseded values are not recommended for survey control.
 EG1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1731.See file dsdata.txt to determine how the superseded data were derived.
 EG1731
 EG1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC1233074229(NAD 83)
 EG1731_MARKER: DS = TRIANGULATION STATION DISK
 EG1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1731
 EG1731  HISTORY     - Date     Condition        Report By
 EG1731  HISTORY     - 1967     MONUMENTED       CGS
 EG1731  HISTORY     - 1970     GOOD             NGS
 EG1731  HISTORY     - 19710311 GOOD             USGS
 EG1731  HISTORY     - 1979     GOOD             MSHD
 EG1731
 EG1731                          STATION DESCRIPTION
 EG1731
 EG1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1731'STATION IS LOCATED ABOUT 11.5 MILES SOUTH OF PONTOTOC, 4 MILES
 EG1731'NORTH-NORTHWEST OF
 EG1731'HOULKA, 2 MILES WEST OF STATE ROUTE 15 AND ON
 EG1731'NORTH SIDE OF GRAVELED ROAD.
 EG1731'PERMISSION WAS OBTAINED FORM MR E C
 EG1731'MCMILLEN.
 EG1731'
 EG1731'TO REACH FROM THE RAILROAD DEPOT IN HOULKA, GO EAST ON STATE ROUTE 32
 EG1731'FOR 1.6 MILES TO
 EG1731'JUNCTION OF STATE ROUTE 15.  TURN LEFT AND GO NORTH
 EG1731'ON STATE ROUTE 15 FOR 3.7 MILES TO
 EG1731'CROSSROAD AND CEMETERY IN
 EG1731'SOUTHWEST CORNER OF INTERSECTION.  TURN LEFT AND GO
 EG1731'WEST ON GRAVELED
 EG1731'ROAD 1.55 MILES TO CROSSROAD, CONTINUE WESTERLY ON GRAVELED ROAD 0.3
 EG1731'MILE TO AZIMUTH
 EG1731'MARK ON LEFT AS DESCRIBED.  CONTINUE NORTHWEST AND
 EG1731'WEST FOR 0.25 MILE TO TRIANGLE
 EG1731'BLAZED TREE ON RIGHT AND STATION AS
 EG1731'DESCRIBED.
 EG1731'
 EG1731'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1731'
 EG1731'STATION MARK, STAMPED GERSHORM 1967, IS SET 16 INCHES BELOW THE
 EG1731'SURFACE OF THE
 EG1731'FIELD.  IT IS 85.6 FEET NORTH OF CENTER OF ROAD, 61.3
 EG1731'FEET NORTH OF FENCE, 46.8 FEET
 EG1731'NORTH-NORTHEAST OF CENTER OF LARGE
 EG1731'TREE WITH TRIANGLE BLAZE, 40.4 FEET NORTH OF
 EG1731'CENTER OF LARGE TREE AND
 EG1731'31 FEET WEST OF CENTER OF FIELD ROAD.
 EG1731'
 EG1731'RM 1, STAMPED GERSHORM NO 1 1967, PROJECTS 8 INCHES.  IT IS 109 FEET
 EG1731'WEST-SOUTHWEST OF
 EG1731'CENTER OF TREE WITH TRIANGLE BLASE, 27 FEET NORTH
 EG1731'OF CENTER OR ROAD, 2.3 FEET EAST OF
 EG1731'WITNESS POST AND 1.5 FEET NORTH
 EG1731'OF FENCE.
 EG1731'
 EG1731'RM 2, STAMPED GERSHORM NO 2 1967, PROJECTS ABOUT 8 INCHES.  IT
 EG1731'IS 109 FEET WSW OF CENTER OF TREE WITH TRIANGLE BLAZE, 27 FEET
 EG1731'NORTH OF CENTER OF ROAD, 2.3 FEET EAST OF WITNESS POST AND 1.5
 EG1731'FEET NORTH OF FENCE.
 EG1731'
 EG1731'AZIMUTH MARK, STAMPED GERSHORM 1967, PROJECTS 7 INCHES.  IT IS 22
 EG1731'FEET SOUTHWEST OF
 EG1731'CENTER OF ROAD, 8 FEET NORTH OF TRIANGLE BLAZED
 EG1731'TREE, 2 FEET NORTH OF METAL WITNESS
 EG1731'POST AND 1 FOOT EAST OF FENCE.
 EG1731'
 EG1731'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1731
 EG1731                          STATION RECOVERY (1970)
 EG1731
 EG1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1731'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EG1731'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 EG1731'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1967
 EG1731'OBSERVATIONS.  THE ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE
 EG1731'FOR RECOVERY AT THIS TIME.
 EG1731'
 EG1731'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EG1731'NORTH-NORTHWEST OF HOULKA.
 EG1731
 EG1731                          STATION RECOVERY (1971)
 EG1731
 EG1731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 EG1731'RECOVERED IN GOOD CONDITION.
 EG1731
 EG1731                          STATION RECOVERY (1979)
 EG1731
 EG1731'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1731'THE STATION WAS VISITED 2-21-79 AND THE STATION MARK, RM NO 1, RM NO
 EG1731'2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A SMALL AMOUNT
 EG1731'OF CLEARING NEAR THE STATION WILL BE REQUIRED FOR THE AZIMUTH MARK
 EG1731'TO BE VISIBLE.
 EG1731'
 EG1731'THE STATION IS LOCATED 3.8 MILES NORTH-NORTHWEST OF HOULKA IN A
 EG1731'CULTIVATED FIELD IN THE NORTHWEST ANGLE OF THE JUNCTION OF A FIELD
 EG1731'ROAD AND A GRAVELED ROAD, 9.8 MILES SOUTHEAST OF RANDOLPH, 11.3
 EG1731'MILES SOUTH-SOUTHWEST OF PONTOTOC IN THE SOUTHEAST 1/4 OF SECTION
 EG1731'25, T 11S, R 2E.  IT IS 164 FEET SOUTH OF THE SOUTHEAST ONE OF
 EG1731'TWO LARGE OAKS, 87 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 EG1731'45.5 FEET NORTH-NORTHEAST OF A 40 INCH TRIANGULAR BLAZED OAK,
 EG1731'38 FEET NORTH OF A 36 INCH OAK, 31 FEET WEST OF THE CENTER OF A FIELD
 EG1731'ROAD AND IS 20 INCHES BELOW THE GROUND.  IT IS A TRIANGULATION
 EG1731'DISK, STAMPED GERSHORM 1967.
 EG1731'
 EG1731'REFERENCE MARK NO 1 IS 203.30 FEET SOUTHEAST OF THE STATION.  IT IS
 EG1731'162 FEET EAST OF THE CENTER OF A FIELD ROAD, 125 FEET WEST OF A 24
 EG1731'INCH OAK IN A FENCE LINE, 23 FEET NORTH OF THE CENTER OF A GRAVELED
 EG1731'ROAD, 1.5 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS
 EG1731'POST AND PROJECTS 8 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1731'GERSHORM NO 1 1967.
 EG1731'
 EG1731'REFERENCE MARK NO 2 IS 131.78 FEET WEST-SOUTHWEST OF THE STATION.  IT
 EG1731'IS 146 FEET WEST OF THE CENTER OF A FIELD ROAD, 108 FEET
 EG1731'WEST-SOUTHWEST OF A 36 INCH TRIANGULAR BLAZED 40 INCH OAK, 25 FEET
 EG1731'NORTH OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET EAST OF A METAL
 EG1731'WITNESS POST AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK,
 EG1731'STAMPED GERSHORM NO 2 1967.
 EG1731'
 EG1731'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT IS 26
 EG1731'FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 8 FEET NORTH OF A 14
 EG1731'INCH TRIANGULAR BLAZED OAK IN A FENCE LINE, 5.5 FEET SOUTH OF A
 EG1731'FENCE CORNER, 2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT
 EG1731'EAST OF A FENCE AND PROJECTS 7 INCHES.  IT IS AN AZIMUTH MARK DISK,
 EG1731'STAMPED GERSHORM 1967.
 EG1731'
 EG1731'TO REACH THE STATION FROM THE POST OFFICE IN PONTOTOC GO SOUTH ON
 EG1731'MAIN STREET (STATE HIGHWAY 41) FOR 1.75 MILES TO THE INTERSECTION
 EG1731'OF STATE HIGHWAY 15 AND 41.  CONTINUE SOUTH ON STATE HIGHWAY 15 FOR
 EG1731'9.65 MILES TO A SIDE ROAD AND A CEMETERY ON THE RIGHT.  TURN RIGHT
 EG1731'AND GO WEST ON A PAVED ROAD FOR 1.6 MILES TO A CROSSROAD (0.1 MILE
 EG1731'BEYOND A RAILROAD CROSSING).  CONTINUE WEST ON A PAVED ROAD FOR
 EG1731'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ON A
 EG1731'GRAVELED ROAD FOR 0.25 MILE TO A FIELD ROAD AND THE STATION
 EG1731'ON THE RIGHT.
 EG1731'
 EG1731'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 EG1731'NORTH-NORTHWEST OF HOULKA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1022 ***********************************************************************
 DJ1022  DESIGNATION -  GIBSON
 DJ1022  PID         -  DJ1022
 DJ1022  STATE/COUNTY-  MS/CHICKASAW
 DJ1022  USGS QUAD   -  EGYPT (1965)
 DJ1022
 DJ1022                         *CURRENT SURVEY CONTROL
 DJ1022  ___________________________________________________________________
 DJ1022* NAD 83(1993)-  33 52 35.49188(N)    088 43 20.21106(W)     ADJUSTED  
 DJ1022* NAVD 88     -        90.509  (meters)     296.94   (feet)  ADJUSTED  
 DJ1022  ___________________________________________________________________
 DJ1022  X           -     118,203.698 (meters)                     COMP
 DJ1022  Y           -  -5,299,639.066 (meters)                     COMP
 DJ1022  Z           -   3,535,119.010 (meters)                     COMP
 DJ1022  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DJ1022  ELLIP HEIGHT-          63.049 (meters)          (05/13/94) ADJUSTED
 DJ1022  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ1022  DYNAMIC HT  -          90.417 (meters)     296.64  (feet)  COMP
 DJ1022  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1022
 DJ1022  HORZ ORDER  -  THIRD
 DJ1022  VERT ORDER  -  SECOND    CLASS 0
 DJ1022  ELLP ORDER  -  FOURTH    CLASS I
 DJ1022
 DJ1022.The horizontal coordinates were established by classical geodetic methods
 DJ1022.and adjusted by the National Geodetic Survey in May 1994.
 DJ1022
 DJ1022.The orthometric height was determined by differential leveling
 DJ1022.and adjusted in June 1991.
 DJ1022
 DJ1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ1022
 DJ1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1022
 DJ1022.The ellipsoidal height was determined by GPS observations
 DJ1022.and is referenced to NAD 83.
 DJ1022
 DJ1022.The geoid height was determined by GEOID03.
 DJ1022
 DJ1022.The dynamic height is computed by dividing the NAVD 88
 DJ1022.geopotential number by the normal gravity value computed on the
 DJ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1022.degrees latitude (g = 980.6199 gals.).
 DJ1022
 DJ1022.The modeled gravity was interpolated from observed gravity values.
 DJ1022
 DJ1022;                    North         East     Units Scale Factor Converg.
 DJ1022;SPC MS E     -   485,257.506   310,273.869   MT  0.99995130   +0 03 42.8
 DJ1022;SPC MS E     - 1,592,049.00  1,017,956.85   sFT  0.99995130   +0 03 42.8
 DJ1022;UTM  16      - 3,749,800.209   340,712.185   MT  0.99991279   -0 57 36.8
 DJ1022
 DJ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1022!SPC MS E     -   0.99999010  x   0.99995130  =   0.99994140
 DJ1022!UTM  16      -   0.99999010  x   0.99991279  =   0.99990289
 DJ1022
 DJ1022|---------------------------------------------------------------------|
 DJ1022| PID    Reference Object                     Distance      Geod. Az  |
 DJ1022|                                                           dddmmss.s |
 DJ1022| DJ1475 GIBSON RM 3                          16.757 METERS 08742     |
 DJ1022| CF9832 GIBSON RM 1                          20.012 METERS 09034     |
 DJ1022| DJ1024 GIBSON RM 2                          25.204 METERS 16602     |
 DJ1022| DJ1023 GIBSON AZ MK                                       3414225.9 |
 DJ1022|---------------------------------------------------------------------|
 DJ1022
 DJ1022                          SUPERSEDED SURVEY CONTROL
 DJ1022
 DJ1022  NAD 83(1993)-  33 52 35.50091(N)    088 43 20.21149(W) AD(       ) 3
 DJ1022  NAD 83(1986)-  33 52 35.50057(N)    088 43 20.20952(W) AD(       ) 3
 DJ1022  NAD 27      -  33 52 35.08600(N)    088 43 20.03300(W) AD(       ) 3
 DJ1022  NGVD 29 (??/??/92)   90.448  (m)          296.74   (f) ADJ UNCH    2 0
 DJ1022
 DJ1022.Superseded values are not recommended for survey control.
 DJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1022.See file dsdata.txt to determine how the superseded data were derived.
 DJ1022
 DJ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC4071249800(NAD 83)
 DJ1022_MARKER: DS = TRIANGULATION STATION DISK
 DJ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1022_STAMPING: GIBSON (1950)
 DJ1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1022+STABILITY: SURFACE MOTION
 DJ1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1022+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DJ1022
 DJ1022  HISTORY     - Date     Condition        Report By
 DJ1022  HISTORY     - 1950     MONUMENTED       CGS
 DJ1022  HISTORY     - 1962     GOOD             MSHD
 DJ1022  HISTORY     - 1966     GOOD             MSHD
 DJ1022  HISTORY     - 1966     GOOD             MSHD
 DJ1022  HISTORY     - 1978     POOR             MSHD
 DJ1022  HISTORY     - 1979     GOOD             NGS
 DJ1022  HISTORY     - 19810301 GOOD             MSSU
 DJ1022  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ1022  HISTORY     - 1988     GOOD             NGS
 DJ1022
 DJ1022                          STATION DESCRIPTION
 DJ1022
 DJ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1022'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF GIBSON,
 DJ1022'60 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 45W, 24 FEET SOUTH
 DJ1022'OF THE CENTER OF A DRIVEWAY TO A FARM HOUSE, AND 7 FEET EAST OF A
 DJ1022'WITNESS POST.
 DJ1022'
 DJ1022'TO REACH THE STATION FROM GIBSON, GO WEST ON STATE HIGHWAY NO. 8 FOR
 DJ1022'1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 45W, THEN RIGHT,
 DJ1022'NORTH, ON NO. 45W FOR 2.6 MILES TO THE STATION ON THE RIGHT
 DJ1022'AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 DJ1022'NORTH ON NO. 45W FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 DJ1022'DESCRIBED.
 DJ1022'
 DJ1022'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GIBSON
 DJ1022'1950.
 DJ1022'
 DJ1022'REFERENCE MARK NO. 1 IS 23 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 DJ1022'TO A FARM HOUSE, AND 1 FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS
 DJ1022'2 INCHES, AND THE DISK IS STAMPED GIBSON NO 1 1950.
 DJ1022'
 DJ1022'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTER OF STATE HIGHWAY
 DJ1022'NO. 45W.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED GIBSON
 DJ1022'NO 2 1950.
 DJ1022'
 DJ1022'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF STATE HIGHWAY NO.
 DJ1022'45W, 3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE
 DJ1022'FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED GIBSON 1950.
 DJ1022'
 DJ1022'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DJ1022'CYLINDERS.
 DJ1022'
 DJ1022'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ1022
 DJ1022                          STATION RECOVERY (1962)
 DJ1022
 DJ1022'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 DJ1022'THE STATION WAS VISITED 12-6-62 AND ALL MARKS WERE FOUND IN GOOD
 DJ1022'CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE.  METAL WITNESS POSTS
 DJ1022'WERE SET 2.0 FEET WEST OF THE STATION AND 1.0 FOOT SOUTH OF THE
 DJ1022'AZIMUTH MARK.
 DJ1022
 DJ1022                          STATION RECOVERY (1966)
 DJ1022
 DJ1022'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1022'THE STATION WAS VISITED 6-9-66 AND THE STATION, R.M. 2 AND AZIMUTH
 DJ1022'MARK WERE FOUND IN GOOD CONDITION.  R.M. 1 HAD BEEN DESTROYED AND
 DJ1022'THE DISK WAS RECLAIMED.
 DJ1022'
 DJ1022'TO REACH THE STATION FROM THE U.S. POST OFFICE IN OKOLONA GO WEST
 DJ1022'ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ1022'HIGHWAY 45 WEST, TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST
 DJ1022'FOR 9.2 MILES TO A TRACK ROAD AND THE AZIMUTH ON THE RIGHT.  TO
 DJ1022'REACH THE STATION CONTINUE SOUTH ON HIGHWAY 45 WEST FOR 0.35
 DJ1022'MILE TO A TRACK ROAD AND THE MARK ON THE LEFT AS DESCRIBED.  THE
 DJ1022'STATION DISK IS STAMPED GIBSON (1950).
 DJ1022'
 DJ1022'IT IS 60 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST, 24 FEET
 DJ1022'SOUTH OF THE CENTER OF A TRACK ROAD, AND 1.1 FEET WEST OF A METAL
 DJ1022'WITNESS POST.
 DJ1022'
 DJ1022'R.M. 2 IS 106.62 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 60 FEET
 DJ1022'EAST OF THE CENTER OF HIGHWAY 45 WEST, AND STAMPED GIBSON NO. 2
 DJ1022'(1950).
 DJ1022'
 DJ1022'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF HIGHWAY 45 WEST,
 DJ1022'25 FEET NORTH OF THE CENTER OF A TRACK ROAD, 1.6 FEET NORTH
 DJ1022'OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, AND STAMPED
 DJ1022'GIBSON (1950).
 DJ1022
 DJ1022                          STATION RECOVERY (1966)
 DJ1022
 DJ1022'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1022'9.8 MI S FROM OKOLONA.
 DJ1022'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1022'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1022'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 9.55 MILES TO A TRACK
 DJ1022'ROAD AND THE MARK ON THE LEFT AS DESCRIBED.  IT IS 60 FEET EAST OF THE
 DJ1022'CENTER OF HIGHWAY 45 WEST, 24 FEET SOUTH OF THE CENTER OF A TRACK
 DJ1022'ROAD, AND 1.1 FEET WEST OF A METAL WITNESS POST.
 DJ1022
 DJ1022                          STATION RECOVERY (1978)
 DJ1022
 DJ1022'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1022'THE MARK IS LOCATED 8.9 MILES SOUTH OF THE INTERSECTION OF U.S.
 DJ1022'HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 41 IN OKOLONA IN THE SOUTHEAST
 DJ1022'ANGLE OF THE JUNCTION OF A DRIVEWAY AND U.S. HIGHWAY 45 ALTERNATE, 3
 DJ1022'MILES NORTHWEST OF THE COMMUNITY OF GIBSON NEAR THE CENTER OF THE
 DJ1022'EAST SIDE OF SECTION 12, T 14S, R 5E. IT IS 167.5 FEET SOUTH OF A
 DJ1022'POWER POLE, 143 FEET NORTHEAST OF POLE NO. 29, 61.5 FEET EAST OF THE
 DJ1022'CENTER OF HIGHWAY 45, 27 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 11.5
 DJ1022'FEET NORTHEAST OF A WATER TANK METER, 2.5 FEET EAST OF A METAL
 DJ1022'WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST. TO REACH FROM
 DJ1022'THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE AND STATE HIGHWAY 8
 DJ1022'ABOUT 1 MILE WEST OF GIBSON GO NORTH ON U.S. HIGHWAY 45 FOR 2.05
 DJ1022'MILES TO A CROSSROAD JUST BEYOND THE COUNTY LINE. COUNTINUE NORTH ON
 DJ1022'U.S. HIGHWAY 45 FOR 0.55 MILE TO A DRIVEWAY AND THE MARK ON THE
 DJ1022'RIGHT.
 DJ1022
 DJ1022                          STATION RECOVERY (1979)
 DJ1022
 DJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DJ1022'THE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF, REFERENCE MARK
 DJ1022'NO.2 WAS FOUND IN FAIR CONDITION, REFERENCE MARK NO.1 WAS PREVIOUSLY
 DJ1022'REPORTED DESTROYED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 DJ1022'CONDITION.  A NEW STATION SURFACE MARK AND REFERENCE MARK NO.3 WERE
 DJ1022'ESTABLISHED AND REFERENCE MARK NO.2 WAS REPAIRED AT THIS DATE.  A NEW
 DJ1022'DESCRIPTION FOLLOWS--
 DJ1022'
 DJ1022'STATION IS LOCATED 9 MILES SOUTH OF OKOLONA, 3 MILES NORTHWEST OF
 DJ1022'GIBSON, ON THE EAST SIDE OF U.S. HIGHWAY 45 ALT., IN THE CENTER OF THE
 DJ1022'EAST SIDE OF SECTION 12, T14 S, R5 E.
 DJ1022'
 DJ1022'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 ALT. AND STATE HIGHWAY
 DJ1022'8, ABOUT 1 MILE WEST OF GIBSON, GO NORTH ON U.S. HIGHWAY 45 ALT. FOR
 DJ1022'2.6 MILES TO A GRAVEL DRIVE WAY AND STATION ON THE RIGHT.
 DJ1022'
 DJ1022'STATION MARK IS A STANDARD DISK, STAMPED---GIBSON 1950 1979---SET IN
 DJ1022'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 167.5 FEET
 DJ1022'SOUTH OF A POWER POLE, 143 FEET NORTHEAST OF POLE NO. 29, 60 FEET
 DJ1022'EAST OF THE CENTER OF HIGHWAY, 27 FEET SOUTH OF THE CENTER OF GRAVEL
 DJ1022'DRIVE, 1.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 DJ1022'METAL WITNESS POST AND SIGN.
 DJ1022'
 DJ1022'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---GIBSON NO.2 1950---
 DJ1022'SET IN TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 109
 DJ1022'FEET SOUTH OF CENTER OF GRAVEL DRIVE, 105 FEET EAST OF POLE NO.29, 59
 DJ1022'FEET EAST OF THE CENTER OF HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS
 DJ1022'POST AND SIGN.
 DJ1022'
 DJ1022'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---GIBSON 1950 NO 3
 DJ1022'1979---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DJ1022'IS 115 FEET EAST OF THE CENTER OF HIGHWAY, 24 FEET SOUTH OF THE CENTER
 DJ1022'OF GRAVEL DRIVE AND 1.4 FEET WEST OF A METAL WITNESS POST AND SIGN.
 DJ1022'
 DJ1022'AZIMUTH MARK IS A STANDARD DISK, STAMPED---GIBSON 1950---SET IN
 DJ1022'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 0.35 MILE
 DJ1022'NORTH OF STATION, 111.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 109 FEET
 DJ1022'NORTH OF POLE NO. 23, 49 FEET WEST OF THE CENTER OF HIGHWAY, 25
 DJ1022'FEET NORTH OF THE CENTER OF A TURNOUT AREA AND 1 FOOT SOUTH OF A
 DJ1022'METAL WITNESS POST AND SIGN.
 DJ1022'
 DJ1022'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON U.S. HIGHWAY 45
 DJ1022'ALT. FOR 0.35 MILE TO MARK ON THE LEFT.
 DJ1022
 DJ1022                          STATION RECOVERY (1981)
 DJ1022
 DJ1022'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1022'RECOVERED IN GOOD CONDITION.
 DJ1022
 DJ1022                          STATION RECOVERY (1983)
 DJ1022
 DJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1022'NOT RECOVERED, THIS MARK HAS BEEN RESET AND IS NOW GIBSON 1950 1979.
 DJ1022
 DJ1022                          STATION RECOVERY (1988)
 DJ1022
 DJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 DJ1022'THE STATION WAS RECOVERED AT THIS DATE.
 DJ1022'AS DESCRIBED IN THE 1979 DESCRIPTION.
 DJ1022'
 DJ1022'TYPED BY C.L. SMITH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1474 ***********************************************************************
 DJ1474  DESIGNATION -  GIBSON 1950 1979
 DJ1474  PID         -  DJ1474
 DJ1474  STATE/COUNTY-  MS/CHICKASAW
 DJ1474  USGS QUAD   -  EGYPT (1965)
 DJ1474
 DJ1474                         *CURRENT SURVEY CONTROL
 DJ1474  ___________________________________________________________________
 DJ1474* NAD 83(1986)-  33 52 34.     (N)    088 43 19.     (W)     SCALED    
 DJ1474* NAVD 88     -        90.551  (meters)     297.08   (feet)  ADJUSTED  
 DJ1474  ___________________________________________________________________
 DJ1474  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ1474  DYNAMIC HT  -          90.459 (meters)     296.78  (feet)  COMP
 DJ1474  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1474
 DJ1474  VERT ORDER  -  FIRST     CLASS II
 DJ1474
 DJ1474.The horizontal coordinates were scaled from a topographic map and have
 DJ1474.an estimated accuracy of +/- 6 seconds.
 DJ1474
 DJ1474.The orthometric height was determined by differential leveling
 DJ1474.and adjusted in June 1991.
 DJ1474
 DJ1474.The geoid height was determined by GEOID03.
 DJ1474
 DJ1474.The dynamic height is computed by dividing the NAVD 88
 DJ1474.geopotential number by the normal gravity value computed on the
 DJ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1474.degrees latitude (g = 980.6199 gals.).
 DJ1474
 DJ1474.The modeled gravity was interpolated from observed gravity values.
 DJ1474
 DJ1474;                    North         East    Units  Estimated Accuracy
 DJ1474;SPC MS E     -   485,210.      310,310.      MT  (+/- 180 meters Scaled)
 DJ1474
 DJ1474                          SUPERSEDED SURVEY CONTROL
 DJ1474
 DJ1474  NGVD 29 (08/12/04)   90.47   (m)          296.8    (f) RESET       3  
 DJ1474
 DJ1474.Superseded values are not recommended for survey control.
 DJ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1474.See file dsdata.txt to determine how the superseded data were derived.
 DJ1474
 DJ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC407497(NAD 83)
 DJ1474_MARKER: DS = TRIANGULATION STATION DISK
 DJ1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1474_STAMPING: GIBSON 1950 1979
 DJ1474_MARK LOGO: NGS   
 DJ1474_PROJECTION: PROJECTING 10 CENTIMETERS
 DJ1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1474+STABILITY: SURFACE MOTION
 DJ1474
 DJ1474  HISTORY     - Date     Condition        Report By
 DJ1474  HISTORY     - 1979     MONUMENTED       NGS
 DJ1474  HISTORY     - 1983     GOOD             NGS
 DJ1474
 DJ1474                          STATION DESCRIPTION
 DJ1474
 DJ1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DJ1474'2.6 MI NW FROM GIBSON.
 DJ1474'2.6 MILES NORTH ALONG U.S. HIGHWAY 45 ALT FROM THE JUNCTION OF
 DJ1474'STATE HIGHWAY 8, 1.0 MILE WEST OF THE COMMUNITY OF GIBSON TO
 DJ1474'THE MARK ON RIGHT, 167.5 FEET SOUTH OF A POWER POLE, 143.0 FEET
 DJ1474'NORTHEAST OF POLE NO 29, 60.0 FEET EAST OF THE CENTER OF HIGHWAY,
 DJ1474'AND 27.0 FEET SOUTH OF THE CENTER OF GRAVEL DRIVE LEADING TO
 DJ1474'TWO HOUSES.
 DJ1474'THE MARK IS 1 FT  E FROM A WITNESS POST.
 DJ1474
 DJ1474                          STATION RECOVERY (1983)
 DJ1474
 DJ1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1023 ***********************************************************************
 DJ1023  DESIGNATION -  GIBSON AZ MK
 DJ1023  PID         -  DJ1023
 DJ1023  STATE/COUNTY-  MS/CHICKASAW
 DJ1023  USGS QUAD   -  EGYPT (1965)
 DJ1023
 DJ1023                         *CURRENT SURVEY CONTROL
 DJ1023  ___________________________________________________________________
 DJ1023* NAD 83(1986)-  33 52 51.     (N)    088 43 27.     (W)     SCALED    
 DJ1023* NAVD 88     -        90.171  (meters)     295.84   (feet)  ADJUSTED  
 DJ1023  ___________________________________________________________________
 DJ1023  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ1023  DYNAMIC HT  -          90.080 (meters)     295.54  (feet)  COMP
 DJ1023  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 DJ1023
 DJ1023  VERT ORDER  -  FIRST     CLASS II
 DJ1023
 DJ1023.The horizontal coordinates were scaled from a topographic map and have
 DJ1023.an estimated accuracy of +/- 6 seconds.
 DJ1023
 DJ1023.The orthometric height was determined by differential leveling
 DJ1023.and adjusted in June 1991.
 DJ1023.WARNING-Repeat measurements at this control monument indicate possible
 DJ1023.vertical movement.
 DJ1023
 DJ1023.The geoid height was determined by GEOID03.
 DJ1023
 DJ1023.The dynamic height is computed by dividing the NAVD 88
 DJ1023.geopotential number by the normal gravity value computed on the
 DJ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1023.degrees latitude (g = 980.6199 gals.).
 DJ1023
 DJ1023.The modeled gravity was interpolated from observed gravity values.
 DJ1023
 DJ1023;                    North         East    Units  Estimated Accuracy
 DJ1023;SPC MS E     -   485,740.      310,100.      MT  (+/- 180 meters Scaled)
 DJ1023
 DJ1023                          SUPERSEDED SURVEY CONTROL
 DJ1023
 DJ1023  NGVD 29 (??/??/92)   90.117  (m)          295.66   (f) ADJ UNCH    1 2
 DJ1023
 DJ1023.Superseded values are not recommended for survey control.
 DJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1023.See file dsdata.txt to determine how the superseded data were derived.
 DJ1023
 DJ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC405502(NAD 83)
 DJ1023_MARKER: DZ = AZIMUTH MARK DISK
 DJ1023_SETTING: 0 = UNSPECIFIED SETTING
 DJ1023_STAMPING: GIBSON (1950)
 DJ1023_MARK LOGO: CGS   
 DJ1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1023
 DJ1023  HISTORY     - Date     Condition        Report By
 DJ1023  HISTORY     - 1950     MONUMENTED       CGS
 DJ1023  HISTORY     - 1966     GOOD             MSHD
 DJ1023  HISTORY     - 1979     GOOD             NGS
 DJ1023  HISTORY     - 19810301 GOOD             MSSU
 DJ1023  HISTORY     - 1983     GOOD             NGS
 DJ1023
 DJ1023                          STATION DESCRIPTION
 DJ1023
 DJ1023'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ1023'9.45 MI S FROM OKOLONA.
 DJ1023'TO REACH FROM THE U.S. POST OFFICE IN OKOLONA GO WEST ON MAIN STREET
 DJ1023'FOR 0.25 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45 WEST, TURN
 DJ1023'LEFT (SOUTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 9.2 MILES TO A TRACK
 DJ1023'ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS 49 FEET WEST OF
 DJ1023'THE CENTER OF HIGHWAY 45 WEST, 25 FEET NORTH OF THE CENTER OF A TRACK
 DJ1023'ROAD, 1.6 FEET NORTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF A
 DJ1023'FENCE.
 DJ1023
 DJ1023                          STATION RECOVERY (1979)
 DJ1023
 DJ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DJ1023'111.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 109 FEET NORTH OF POLE NO.
 DJ1023'23, 49 FEET WEST OF THE CENTER OF HIGHWAY AND 1 FOOT SOUTH OF A METAL
 DJ1023'WITNESS POST AND SIGN. TO REACH FROM THE JUNCTION OF HIGHWAY US ALT.
 DJ1023'AND 8, 1 MILE WEST OF GIBSON, GO N ON U.S. HWY. 45 ALT. FOR 2.9 MILES
 DJ1023'TO MARK ON LEFT.
 DJ1023
 DJ1023                          STATION RECOVERY (1981)
 DJ1023
 DJ1023'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1023'RECOVERED IN GOOD CONDITION.
 DJ1023
 DJ1023                          STATION RECOVERY (1983)
 DJ1023
 DJ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1475 ***********************************************************************
 DJ1475  DESIGNATION -  GIBSON RM 3
 DJ1475  PID         -  DJ1475
 DJ1475  STATE/COUNTY-  MS/CHICKASAW
 DJ1475  USGS QUAD   -  EGYPT (1965)
 DJ1475
 DJ1475                         *CURRENT SURVEY CONTROL
 DJ1475  ___________________________________________________________________
 DJ1475* NAD 83(1986)-  33 52 34.     (N)    088 43 19.     (W)     SCALED    
 DJ1475* NAVD 88     -        90.39   (meters)     296.6    (feet)  RESET     
 DJ1475  ___________________________________________________________________
 DJ1475  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ1475  VERT ORDER  -  THIRD
 DJ1475
 DJ1475.The horizontal coordinates were scaled from a topographic map and have
 DJ1475.an estimated accuracy of +/- 6 seconds.
 DJ1475
 DJ1475.The orthometric height was computed from unverified reset data.
 DJ1475.No vertical observational check was made to the station.
 DJ1475
 DJ1475.The geoid height was determined by GEOID03.
 DJ1475
 DJ1475;                    North         East    Units  Estimated Accuracy
 DJ1475;SPC MS E     -   485,210.      310,310.      MT  (+/- 180 meters Scaled)
 DJ1475
 DJ1475                          SUPERSEDED SURVEY CONTROL
 DJ1475
 DJ1475  NGVD 29 (08/12/04)   90.33   (m)          296.4    (f) RESET       3  
 DJ1475
 DJ1475.Superseded values are not recommended for survey control.
 DJ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1475.See file dsdata.txt to determine how the superseded data were derived.
 DJ1475
 DJ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC407497(NAD 83)
 DJ1475_MARKER: DR = REFERENCE MARK DISK
 DJ1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1475_STAMPING: GIBSON 1950 NO 3 1979
 DJ1475_PROJECTION: FLUSH
 DJ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1475+STABILITY: SURFACE MOTION
 DJ1475
 DJ1475  HISTORY     - Date     Condition        Report By
 DJ1475  HISTORY     - 1979     MONUMENTED       NGS
 DJ1475  HISTORY     - 19810301 GOOD             MSSU
 DJ1475
 DJ1475                          STATION DESCRIPTION
 DJ1475
 DJ1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DJ1475'2.6 MI NW FROM GIBSON.
 DJ1475'2.6 MILES NORTH ALONG U.S. HIGHWAY 45 ALT FROM THE JUNCTION OF
 DJ1475'STATE HIGHWAY 8, 1.0 MILE WEST OF GIBSON, TO MARK ON RIGHT,
 DJ1475'115.0 FEET EAST OF THE CENTER OF HIGHWAY, AND 24.0 FEET SOUTH
 DJ1475'OF THE CENTER OF GRAVEL DRIVE LEADING TO TWO HOUSES.
 DJ1475'THE MARK IS 1.4 FT  W FROM A WITNESS POST.
 DJ1475
 DJ1475                          STATION RECOVERY (1981)
 DJ1475
 DJ1475'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1181 ***********************************************************************
 CO1181  DESIGNATION -  GILES
 CO1181  PID         -  CO1181
 CO1181  STATE/COUNTY-  MS/KEMPER
 CO1181  USGS QUAD   -  SCOOBA (1973)
 CO1181
 CO1181                         *CURRENT SURVEY CONTROL
 CO1181  ___________________________________________________________________
 CO1181* NAD 83(1993)-  32 50 53.13928(N)    088 22 39.83194(W)     ADJUSTED  
 CO1181* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 CO1181  ___________________________________________________________________
 CO1181  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CO1181  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CO1181  HORZ ORDER  -  SECOND
 CO1181
 CO1181.The horizontal coordinates were established by classical geodetic methods
 CO1181.and adjusted by the National Geodetic Survey in May 1994.
 CO1181
 CO1181.The orthometric height was scaled from a topographic map.
 CO1181
 CO1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1181
 CO1181.The geoid height was determined by GEOID03.
 CO1181
 CO1181;                    North         East     Units Scale Factor Converg.
 CO1181;SPC MS E     -   371,285.362   342,648.360   MT  0.99997242   +0 14 49.7
 CO1181;SPC MS E     - 1,218,125.39  1,124,172.16   sFT  0.99997242   +0 14 49.7
 CO1181;SPC AL W     -   316,108.151   517,837.078   MT  1.00001654   -0 28 34.0
 CO1181;UTM  16      - 3,635,287.750   371,072.854   MT  0.99980496   -0 44 50.7
 CO1181
 CO1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1181!SPC MS E     -   0.99999494  x   0.99997242  =   0.99996736
 CO1181!SPC AL W     -   0.99999494  x   1.00001654  =   1.00001148
 CO1181!UTM  16      -   0.99999494  x   0.99980496  =   0.99979990
 CO1181
 CO1181:                Primary Azimuth Mark                     Grid Az
 CO1181:SPC MS E     -  GEIGER SUMTER FARM TANK                  070 41 50.5
 CO1181:SPC AL W     -  GEIGER SUMTER FARM TANK                  071 25 14.2
 CO1181:UTM  16      -  GEIGER SUMTER FARM TANK                  071 41 30.9
 CO1181
 CO1181|---------------------------------------------------------------------|
 CO1181| PID    Reference Object                     Distance      Geod. Az  |
 CO1181|                                                           dddmmss.s |
 CO1181| CO1177 GEIGER SUMTER FARM TANK             APPROX. 7.3 KM 0705640.2 |
 CO1181| CF9844 GILES AZ MK                                        1834404.2 |
 CO1181| CF9845 GILES RM 1                           30.516 METERS 22029     |
 CO1181| CO1286 DE KALB MUNICIPAL TANK              APPROX.26.9 KM 2525425.3 |
 CO1181| CO1183 SCOOBA MUNICIPAL TANK               APPROX.10.2 KM 2584709.3 |
 CO1181| CF9846 GILES RM 2                           30.020 METERS 31252     |
 CO1181|---------------------------------------------------------------------|
 CO1181
 CO1181                          SUPERSEDED SURVEY CONTROL
 CO1181
 CO1181  NAD 83(1993)-  32 50 53.14399(N)    088 22 39.83217(W) AD(       ) 2
 CO1181  NAD 83(1986)-  32 50 53.14855(N)    088 22 39.83437(W) AD(       ) 2
 CO1181  NAD 27      -  32 50 52.67700(N)    088 22 39.71200(W) AD(       ) 2
 CO1181
 CO1181.Superseded values are not recommended for survey control.
 CO1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1181.See file dsdata.txt to determine how the superseded data were derived.
 CO1181
 CO1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7107335288(NAD 83)
 CO1181_MARKER: DS = TRIANGULATION STATION DISK
 CO1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1181
 CO1181  HISTORY     - Date     Condition        Report By
 CO1181  HISTORY     - 1955     MONUMENTED       CGS
 CO1181  HISTORY     - 1963     GOOD             MSHD
 CO1181
 CO1181                          STATION DESCRIPTION
 CO1181
 CO1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1181'STATION IS LOCATED IN THE WEST EDGE OF A CULTIVATED FIELD ABOUT 5
 CO1181'MILES SOUTHWEST OF GEIGER ALABAMA, 4-3/4 MILES EAST OF
 CO1181'SCOOBA MISSISSIPPI AND IS ON PROPERTY OWNED BY ALICE FULLER.
 CO1181'IT IS 176 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 CO1181'HOUSE, 103 FEET EAST OF THE CENTER OF A DIRT ROAD, 17 FEET
 CO1181'EAST OF A WHITE WITNESS POST AND 13 FEET NORTHEAST OF A 3
 CO1181'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CO1181'GILES 1955.
 CO1181'
 CO1181'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE CENTER OF THE DIRT
 CO1181'ROAD AND 35 FEET SOUTHEAST OF AN 18 INCH TWIN OAK TREE.
 CO1181'THE MARK IS FLUSH AND THE DISK IS STAMPED GILES NO 1 1955.
 CO1181'
 CO1181'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE CENTER OF THE
 CO1181'DIRT ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED GILES
 CO1181'NO 2 1955.
 CO1181'
 CO1181'AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET
 CO1181'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 CO1181'THE MARK IS FLUSH AND THE DISK IS STAMPED GILES 1955.
 CO1181'
 CO1181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 CO1181'AND STATE HIGHWAY 16 AT THE EAST SIDE OF SCOOBA, GO EAST ON
 CO1181'HIGHWAY 16 FOR 4.8 MILES TO A CROSSROAD, TURN LEFT AND GO
 CO1181'NORTH ON DIRT ROAD FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 CO1181'RIGHT AS DESCRIBED, CONTINUE NORTH ON DIRT ROAD FOR 0.25 MILE
 CO1181'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CO1181'
 CO1181'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERES.
 CO1181
 CO1181                          STATION RECOVERY (1963)
 CO1181
 CO1181'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 CO1181'THE STATION WAS VISITED DECEMBER 1963 AND ALL MARKS WERE FOUND IN
 CO1181'GOOD CONDITION.
 CO1181'
 CO1181'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 CO1181'
 CO1181'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION
 CO1181'AND R.M. 1 AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8575 ***********************************************************************
 DJ8575  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8575  DESIGNATION -  GILES
 DJ8575  PID         -  DJ8575
 DJ8575  STATE/COUNTY-  MS/SUNFLOWER
 DJ8575  USGS QUAD   -  SHAW (1967)
 DJ8575
 DJ8575                         *CURRENT SURVEY CONTROL
 DJ8575  ___________________________________________________________________
 DJ8575* NAD 83(2007)-  33 33 47.54568(N)    090 47 40.42142(W)     ADJUSTED  
 DJ8575* NAVD 88     -        39.26   (meters)     128.8    (feet)  GPS OBS   
 DJ8575  ___________________________________________________________________
 DJ8575  EPOCH DATE  -        2002.00
 DJ8575  X           -     -73,776.754 (meters)                     COMP
 DJ8575  Y           -  -5,319,695.982 (meters)                     COMP
 DJ8575  Z           -   3,506,185.172 (meters)                     COMP
 DJ8575  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DJ8575  ELLIP HEIGHT-          12.695 (meters)          (02/15/08) ADJUSTED
 DJ8575  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ8575  HORZ ORDER  -  B
 DJ8575  ELLP ORDER  -  FOURTH    CLASS II
 DJ8575
 DJ8575.The horizontal coordinates were established by GPS observations
 DJ8575.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8575
 DJ8575.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8575.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8575.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8575.The epoch date for horizontal control is a decimal equivalence
 DJ8575.of Year/Month/Day.
 DJ8575
 DJ8575.The orthometric height was determined by GPS observations and a
 DJ8575.high-resolution geoid model.
 DJ8575.The orthometric height was determined by GPS observations and a
 DJ8575.high-resolution geoid model using precise GPS observation and
 DJ8575.processing techniques.
 DJ8575
 DJ8575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8575
 DJ8575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8575
 DJ8575.The ellipsoidal height was determined by GPS observations
 DJ8575.and is referenced to NAD 83.
 DJ8575
 DJ8575.The geoid height was determined by GEOID03.
 DJ8575
 DJ8575;                    North         East     Units Scale Factor Converg.
 DJ8575;SPC MS W     -   450,596.550   657,174.639   MT  0.99997260   -0 15 18.0
 DJ8575;SPC MS W     - 1,478,332.18  2,156,080.46   sFT  0.99997260   -0 15 18.0
 DJ8575;UTM  15      - 3,715,905.945   704,723.783   MT  1.00011673   +1 13 11.0
 DJ8575
 DJ8575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8575!SPC MS W     -   0.99999801  x   0.99997260  =   0.99997061
 DJ8575!UTM  15      -   0.99999801  x   1.00011673  =   1.00011474
 DJ8575
 DJ8575                          SUPERSEDED SURVEY CONTROL
 DJ8575
 DJ8575.No superseded survey control is available for this station.
 DJ8575
 DJ8575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0472415906(NAD 83)
 DJ8575_MARKER: DD = SURVEY DISK
 DJ8575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ8575_SP_SET: BRASS CAP SET FLUSH WITH CONCRET
 DJ8575_STAMPING: GILES
 DJ8575_MARK LOGO: USACE 
 DJ8575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8575+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DJ8575
 DJ8575  HISTORY     - Date     Condition        Report By
 DJ8575  HISTORY     - 20060830 MONUMENTED       USACE
 DJ8575
 DJ8575                          STATION DESCRIPTION
 DJ8575
 DJ8575'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2006
 DJ8575'BM GILES IS A BRASS CAP SET FLUSH WITH CONCRETE IN CENTER OF 10'X45'
 DJ8575'CONCRETE HEADWALL BOX CULVERT.  STATION LOCATED ON WEST SIDE US
 DJ8575'HIGHWAY 61.  CULVERT DRAINS PORTER BAYOU.  MARKER ABOUT 26' N/W OF
 DJ8575'WEST EDGE SOUTH BOUND LANE.
 DJ8575' 
 DJ8575'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 442, 448 AND US
 DJ8575'HIGHWAY 61 AT SHAW, MS., PROCEED 3.14 MI (5.1 KM) SOUTH TO STATION ON
 DJ8575'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2339 ***********************************************************************
 BW2339  DESIGNATION -  GLANCY
 BW2339  PID         -  BW2339
 BW2339  STATE/COUNTY-  MS/COPIAH
 BW2339  USGS QUAD   -  SMYRNA (1963)
 BW2339
 BW2339                         *CURRENT SURVEY CONTROL
 BW2339  ___________________________________________________________________
 BW2339* NAD 83(1993)-  31 49 15.55109(N)    090 32 52.18148(W)     ADJUSTED  
 BW2339* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 BW2339  ___________________________________________________________________
 BW2339  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BW2339  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW2339  HORZ ORDER  -  THIRD
 BW2339
 BW2339.The horizontal coordinates were established by classical geodetic methods
 BW2339.and adjusted by the National Geodetic Survey in May 1994.
 BW2339
 BW2339.The orthometric height was scaled from a topographic map.
 BW2339
 BW2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2339
 BW2339.The geoid height was determined by GEOID03.
 BW2339
 BW2339;                    North         East     Units Scale Factor Converg.
 BW2339;SPC MS W     -   257,320.369   679,693.421   MT  0.99995508   -0 06 47.1
 BW2339;SPC MS W     -   844,225.24  2,229,960.83   sFT  0.99995508   -0 06 47.1
 BW2339;UTM  15      - 3,523,213.480   732,101.317   MT  1.00026444   +1 17 36.7
 BW2339
 BW2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2339!SPC MS W     -   0.99998147  x   0.99995508  =   0.99993655
 BW2339!UTM  15      -   0.99998147  x   1.00026444  =   1.00024591
 BW2339
 BW2339|---------------------------------------------------------------------|
 BW2339| PID    Reference Object                     Distance      Geod. Az  |
 BW2339|                                                           dddmmss.s |
 BW2339| CY3663 GLANCY RM 2                          42.860 METERS 01256     |
 BW2339| CY3664 GLANCY RM 3                          29.755 METERS 11139     |
 BW2339| CY3662 GLANCY RM 1                          30.940 METERS 11245     |
 BW2339| CY3661 GLANCY AZ MK                                       1354127.4 |
 BW2339| BW2360 PLEASANT HILL LOOKOUT TOWER         APPROX.16.8 KM 2364932.5 |
 BW2339|---------------------------------------------------------------------|
 BW2339
 BW2339                          SUPERSEDED SURVEY CONTROL
 BW2339
 BW2339  NAD 83(1986)-  31 49 15.56578(N)    090 32 52.17798(W) AD(       ) 3
 BW2339  NAD 27      -  31 49 14.98400(N)    090 32 51.82800(W) AD(       ) 3
 BW2339
 BW2339.Superseded values are not recommended for survey control.
 BW2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2339.See file dsdata.txt to determine how the superseded data were derived.
 BW2339
 BW2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR3210123213(NAD 83)
 BW2339_MARKER: DS = TRIANGULATION STATION DISK
 BW2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2339
 BW2339  HISTORY     - Date     Condition        Report By
 BW2339  HISTORY     - 1948     MONUMENTED       CGS
 BW2339  HISTORY     - 1955     GOOD             CGS
 BW2339  HISTORY     - 1965     GOOD             MSHD
 BW2339  HISTORY     - 1965     GOOD             CGS
 BW2339  HISTORY     - 1968     GOOD             MSSU
 BW2339
 BW2339                          STATION DESCRIPTION
 BW2339
 BW2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2339'STATION IS LOCATED ON PROPERTY OF W.R. DODDS, ABOUT 11.75
 BW2339'MILES NORTHWEST OF WESSON, 9 MILES WEST-SOUTHWEST OF HAZLEHURST,
 BW2339'160 FEET SOUTHWEST OF MR. DODDS HOUSE, 78 FEET NORTH OF
 BW2339'APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 36 FEET EAST
 BW2339'OF A SIDE ROAD.  THE MARK PROJECTS 8 INCHES, AND THE DISK
 BW2339'IS STAMPED GLANCY 1948.
 BW2339'
 BW2339'REFERENCE MARK NO. 1 IS 101.5 FEET EAST-SOUTHEAST OF STATION
 BW2339'AND 65 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.
 BW2339'THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED GLANCY
 BW2339'NO 1 1948.
 BW2339'
 BW2339'REFERENCE MARK NO. 2 IS 140.6 FEET NORTH OF STATION AND
 BW2339'15 FEET NORTHWEST OF A SIDE ROAD.  THE MARK PROJECTS 7 INCHES,
 BW2339'AND THE DISK IS STAMPED GLANCY NO 2 1948.
 BW2339'
 BW2339'AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF STATION VIA GRAVELED
 BW2339'ROAD, 33 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVELED
 BW2339'ROAD, AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 BW2339'PROJECTS 7 INCHES, AND THE DISK IS STAMPED GLANCY 1948.
 BW2339'
 BW2339'TO REACH FROM THE COURTHOUSE IN HAZLEHURST, GO WEST ON STATE
 BW2339'HIGHWAY 20 FOR 8.5 MILES TO A FORK AT AN OLD STORE, TAKE
 BW2339'RIGHT ROAD AND GO 1.8 MILES TO THE STATION ON THE RIGHT.
 BW2339'
 BW2339'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2339
 BW2339                          STATION RECOVERY (1955)
 BW2339
 BW2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2339'THE STATION WAS VISITED 10-12-55 AND THE STATION MARK AND
 BW2339'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2339'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  THE
 BW2339'DISK FOR REFERENCE MARK NO. 1 WAS STAMPED NO. 3 AND USED TO
 BW2339'ESTABLISH REFERENCE MARK NO. 3 NEAR THE LOCATION OF FORMER
 BW2339'REFERENCE MARK NO. 1.  THE AZIMUTH MARK WAS FOUND WITH THE TOP
 BW2339'BROKEN OFF, THE DISK WAS NOT FOUND.  A NEW DESCRIPTION
 BW2339'FOLLOWS--
 BW2339'
 BW2339'THE STATION IS LOCATED 11.75 MILES NORTHWEST OF WESSON AND
 BW2339'9 MILES WEST-SOUTHWEST OF HAZELHURST ON PROPERTY OWNED BY
 BW2339'MR. W.R. DODDS, IN THE NORTHEAST ANGLE OF THE INTERSECTION
 BW2339'OF A HARD SURFACED ROAD AND A GRAVELED ROAD LEADING NORTH,
 BW2339'159 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DODD HOME,
 BW2339'79 FEET NORTH OF THE CENTERLINE OF THE HARDSURFACED ROAD,
 BW2339'35 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 8 FEET
 BW2339'EAST OF A POWER LINE POLE WITH TRANSFORMER.  IT IS A STANDARD
 BW2339'DISK, STAMPED GLANCY 1948, PROJECTING 6 INCHES.
 BW2339'
 BW2339'REFERENCE MARK NO. 2 IS 140.60 FEET NORTH OF THE STATION,
 BW2339'17 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 227 FEET
 BW2339'NORTH OF THE CENTERLINE OF THE HARD-SURFACED ROAD.  IT IS
 BW2339'A STANDARD DISK, STAMPED GLANCY NO 2 1945, PROJECTING 6 INCHES.
 BW2339'
 BW2339'REFERENCE MARK NO. 3 IS 97.62 FEET EAST OF THE STATION, 1
 BW2339'FOOT NORTH OF A FENCE LINE, 46 FEET WEST OF A FENCE CORNER,
 BW2339'67 FEET NORTH OF THE CENTERLINE OF THE HARD SURFACED ROAD
 BW2339'AND 22 FEET SOUTH OF A 12-INCH PINE TREE.  IT IS A STANDARD
 BW2339'DISK, STAMPED GLANCY NO 3 1948, PROJECTING 6 INCHES.
 BW2339'
 BW2339'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST, GO
 BW2339'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2339'STATE HIGHWAY 20, TURN LEFT, WEST, AND GO 3 MILES TO A CROSSROAD,
 BW2339'CONTINUE SOUTHWEST, STRAIGHT AHEAD, FOR 5.5 MILES TO A SIDE
 BW2339'ROAD RIGHT AT THE TOP OF A HILL AND IN A CURVE, TURN RIGHT AND
 BW2339'GO 1.65 MILE TO A SIDE ROAD RIGHT WITH MR. DODDS HOUSE AND
 BW2339'THE STATION ON THE RIGHT.
 BW2339
 BW2339                          STATION RECOVERY (1965)
 BW2339
 BW2339'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2339'THE STATION SITE WAS VISITED 11-30-65 AND R.M. 3 AND R.M. 2
 BW2339'WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 BW2339'
 BW2339'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2339'FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN
 BW2339'HAZLEHURST, GO NORTH FOR 0.35 MILES TO HIGHWAY 28.  TURN
 BW2339'LEFT AND GO 0.95 MILES TO A CONCRETE BRIDGE OVER HIGHWAY
 BW2339'55.  CONTINUE FOR 7.75 MILES TO A BLACKTOP ROAD ON THE RIGHT.
 BW2339'TURN RIGHT AND GO 1.8 MILES TO A GRAVELED ROAD LEADING TO
 BW2339'SMYRNA BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 BW2339'
 BW2339'STATION DISK IS STAMPED GLANCY (1948) AND PROJECTS 7 INCHES.
 BW2339'IT IS 159 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE DODD
 BW2339'HOME, 79 FEET NORTH OF BLACKTOP ROAD, 35 FEET EAST OF CENTER
 BW2339'OF A GRAVELED ROAD, AND 8 FEET EAST OF A POWER POLE WITH A
 BW2339'TRANSFORMED.
 BW2339'
 BW2339'R.M. 2 IS 227 FEET NORTH OF CENTERLINE OF BLACKTOP ROAD,
 BW2339'19.70 FEET SOUTH OF A TELEPHONE POLE, 17 FEET WEST OF CENTER
 BW2339'OF GRAVELED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST,
 BW2339'IS STAMPED GLANCY NO 2 (1948) AND PROJECTS 6 INCHES.
 BW2339'
 BW2339'R.M. 3 IS 76 FEET WEST OF THE CENTER OF THE DODD DRIVEWAY,
 BW2339'67 FEET NORTH OF CENTER OF BLACKTOP ROAD, 1 FOOT NORTH OF A
 BW2339'FENCE, STAMPED GLANCY NO 3 (1948) AND PROJECTS 6 INCHES.
 BW2339
 BW2339                          STATION RECOVERY (1965)
 BW2339
 BW2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JSD)
 BW2339'STATION AND R.M. 3 WERE RECOVERED IN GOOD CONDITION.  AZIMUTH
 BW2339'MARK WAS RECOVERED.  BRASS CAP WAS MISSING.
 BW2339
 BW2339                          STATION RECOVERY (1968)
 BW2339
 BW2339'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1968 (RB)
 BW2339'STATION AND R.M. 3 FOUND IN GOOD CONDITION.
 BW2339'
 BW2339'R.M. 2 FOUND DESTROYED, DUE TO ROAD WIDENING.  THE UPROOTED
 BW2339'CONCRETE POST FOUND ABOUT 100 YARDS FROM ITS ORIGINAL POSITION.
 BW2339'
 BW2339'AZIMUTH MARK TOP OF POST HAS 6-9 INCHES MISSING, BUT STILL
 BW2339'INTACT.
 BW2339'
 BW2339'WITNESS POST AND SIGN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1198 ***********************************************************************
 DK1198  DESIGNATION -  GLENORA BOLT
 DK1198  PID         -  DK1198
 DK1198  STATE/COUNTY-  MS/WASHINGTON
 DK1198  USGS QUAD   -  AVON (1970)
 DK1198
 DK1198                         *CURRENT SURVEY CONTROL
 DK1198  ___________________________________________________________________
 DK1198* NAD 83(1986)-  33 10 53.     (N)    091 04 07.     (W)     SCALED    
 DK1198* NAVD 88     -        34.24   (+/-2cm)     112.3    (feet)  VERTCON   
 DK1198  ___________________________________________________________________
 DK1198  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK1198  VERT ORDER  -  ? (See Below)
 DK1198
 DK1198.The horizontal coordinates were scaled from a topographic map and have
 DK1198.an estimated accuracy of +/- 6 seconds.
 DK1198
 DK1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1198.The vertical order pertains to the NGVD 29 superseded value.
 DK1198
 DK1198.The geoid height was determined by GEOID03.
 DK1198
 DK1198;                    North         East    Units  Estimated Accuracy
 DK1198;SPC MS W     -   408,400.      631,430.      MT  (+/- 180 meters Scaled)
 DK1198
 DK1198                          SUPERSEDED SURVEY CONTROL
 DK1198
 DK1198  NGVD 29 (??/??/??)   34.283  (m)          112.48   (f) ADJUSTED    ?  
 DK1198
 DK1198.Superseded values are not recommended for survey control.
 DK1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1198.See file dsdata.txt to determine how the superseded data were derived.
 DK1198
 DK1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS800730(NAD 83)
 DK1198_MARKER: B = BOLT
 DK1198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1198
 DK1198  HISTORY     - Date     Condition        Report By
 DK1198  HISTORY     - UNK      MONUMENTED       DOD
 DK1198  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK1198  HISTORY     - 1968     MARK NOT FOUND   USGS
 DK1198
 DK1198                          STATION DESCRIPTION
 DK1198
 DK1198'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1198'3.1 MI NW FROM LONGWOOD.
 DK1198'0.4 MILE WEST ALONG A DIRT ROAD FROM LONGWOOD, 2.7 MILES NORTH ALONG
 DK1198'THE LEVEE, 2.0 MILES SOUTHEAST OF THE OUTLET TO LAKE LEE, 1.5 MILES
 DK1198'SOUTHWEST OF JAMES, ON THE GLENORA PLANTATION, 2, 130 FEET BELOW AN
 DK1198'OLD COTTON GIN WITH A BRICK CHIMNEY, 1, 312 FEET BACK OF THE BANK OF A
 DK1198'CHUTE BEHIND A LARGE BAR, 1, 213 FEET BELOW ONE OF A GROUND OF FIVE
 DK1198'CABINS 262 FEET BACK OF THE LEVEE, OPPOSITE THE INTERSECTION OF THE
 DK1198'MAIN LEVEE WITH A SMALL LEVEE LEADING TO THE BANK OF THE RIVER OR
 DK1198'CHUTE, 68.2 FEET SOUTHWEST OF AN 8 INCH PECAN TREE, 8.2 FEET NORTHEAST
 DK1198'OF AN 8 INCH THORNY LOCUST TREE, 7.5 FEET NORTHWEST OF A 6 INCH THORNY
 DK1198'LOCUST TREE, 16 FEET NORTH OF A FENCE.  A COPPER BOLT, SET IN THE TOP
 DK1198'OF A STONE SLAB 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 DK1198'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY.
 DK1198
 DK1198                          STATION RECOVERY (1968)
 DK1198
 DK1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1199 ***********************************************************************
 DK1199  DESIGNATION -  GLENORA CAP
 DK1199  PID         -  DK1199
 DK1199  STATE/COUNTY-  MS/WASHINGTON
 DK1199  USGS QUAD   -  AVON (1970)
 DK1199
 DK1199                         *CURRENT SURVEY CONTROL
 DK1199  ___________________________________________________________________
 DK1199* NAD 83(1986)-  33 10 52.     (N)    091 04 07.     (W)     SCALED    
 DK1199* NAVD 88     -        35.47   (+/-2cm)     116.4    (feet)  VERTCON   
 DK1199  ___________________________________________________________________
 DK1199  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DK1199  VERT ORDER  -  ? (See Below)
 DK1199
 DK1199.The horizontal coordinates were scaled from a topographic map and have
 DK1199.an estimated accuracy of +/- 6 seconds.
 DK1199
 DK1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1199.The vertical order pertains to the NGVD 29 superseded value.
 DK1199
 DK1199.The geoid height was determined by GEOID03.
 DK1199
 DK1199;                    North         East    Units  Estimated Accuracy
 DK1199;SPC MS W     -   408,370.      631,430.      MT  (+/- 180 meters Scaled)
 DK1199
 DK1199                          SUPERSEDED SURVEY CONTROL
 DK1199
 DK1199  NGVD 29 (??/??/??)   35.508  (m)          116.50   (f) ADJUSTED    ?  
 DK1199
 DK1199.Superseded values are not recommended for survey control.
 DK1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1199.See file dsdata.txt to determine how the superseded data were derived.
 DK1199
 DK1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS800730(NAD 83)
 DK1199_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1199
 DK1199  HISTORY     - Date     Condition        Report By
 DK1199  HISTORY     - UNK      MONUMENTED       DOD
 DK1199  HISTORY     - 1934     GOOD             CGS
 DK1199  HISTORY     - 1968     MARK NOT FOUND   USGS
 DK1199
 DK1199                          STATION DESCRIPTION
 DK1199
 DK1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1199'1.5 MI SW FROM JAMES.
 DK1199'B.M IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON THE LEFT BANK OF
 DK1199'THE MISS. RIVER, WASHINGTON CO. MISS.  ABOUT 2 MILES BELOW OUTLET TO
 DK1199'LAKE LEE.  ON THE GLENORA PLANTATION.  ABOUT 1312 FT. BACK OF BANK OF
 DK1199'CHUTE BEHIND A LARGE BAR.  OPPOSITE INTERSECTION OF MAIN LEVEE WITH
 DK1199'SMALL LEVEE RUNNING OUT TO BANK OF RIVER OR CHUTE.  ABOUT 262 FT. BACK
 DK1199'OF LEVEE.  ABOUT 2130 FT. BELOW AN OLD GIN WITH BRICK CHIMNEY WHICH
 DK1199'CONTAINS P.B.M. 42.  ABOUT 1213 FT. BELOW ONE OF FIVE CABINS. 16 FT.
 DK1199'NORTH OF FENCE.
 DK1199
 DK1199                          STATION RECOVERY (1968)
 DK1199
 DK1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DK1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9941 ***********************************************************************
 AA9941  SACS        -  This is a Secondary Airport Control Station.
 AA9941  DESIGNATION -  GLH A 1994
 AA9941  PID         -  AA9941
 AA9941  STATE/COUNTY-  MS/WASHINGTON
 AA9941  USGS QUAD   -  LELAND (1967)
 AA9941
 AA9941                         *CURRENT SURVEY CONTROL
 AA9941  ___________________________________________________________________
 AA9941* NAD 83(2007)-  33 29 47.39078(N)    090 58 57.73118(W)     ADJUSTED  
 AA9941* NAVD 88     -        38.7    (meters)     127.     (feet)  VERTCON   
 AA9941  ___________________________________________________________________
 AA9941  EPOCH DATE  -        2002.00
 AA9941  X           -     -91,314.645 (meters)                     COMP
 AA9941  Y           -  -5,323,510.954 (meters)                     COMP
 AA9941  Z           -   3,500,017.002 (meters)                     COMP
 AA9941  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA9941  ELLIP HEIGHT-          12.084 (meters)          (02/10/07) ADJUSTED
 AA9941  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AA9941
 AA9941  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9941  Type    PID    Designation                      North   East  Ellip
 AA9941  -------------------------------------------------------------------
 AA9941  NETWORK AA9941 GLH A 1994                        1.71   1.37   6.53
 AA9941  -------------------------------------------------------------------
 AA9941
 AA9941.This mark is at Greenville Municipal Airport (GLH)
 AA9941
 AA9941.The horizontal coordinates were established by GPS observations
 AA9941.and adjusted by the National Geodetic Survey in February 2007.
 AA9941
 AA9941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9941.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9941.The horizontal coordinates are valid at the epoch date displayed above.
 AA9941.The epoch date for horizontal control is a decimal equivalence
 AA9941.of Year/Month/Day.
 AA9941
 AA9941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9941
 AA9941.GPS derived orthometric heights for airport stations designated as
 AA9941.PACS or SACS are published to 2 decimal places.  This maintains
 AA9941.centimeter relative accuracy between the PACS and SACS.  It does
 AA9941.not indicate centimeter accuracy relative to other marks which are
 AA9941.part of the NAVD 88 network.
 AA9941
 AA9941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9941
 AA9941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9941
 AA9941.The ellipsoidal height was determined by GPS observations
 AA9941.and is referenced to NAD 83.
 AA9941
 AA9941.The geoid height was determined by GEOID03.
 AA9941
 AA9941;                    North         East     Units Scale Factor Converg.
 AA9941;SPC MS W     -   443,291.306   639,658.987   MT  0.99999487   -0 21 30.2
 AA9941;SPC MS W     - 1,454,364.89  2,098,614.53   sFT  0.99999487   -0 21 30.2
 AA9941;UTM  15      - 3,708,152.042   687,400.178   MT  1.00003298   +1 06 49.1
 AA9941
 AA9941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9941!SPC MS W     -   0.99999810  x   0.99999487  =   0.99999297
 AA9941!UTM  15      -   0.99999810  x   1.00003298  =   1.00003108
 AA9941
 AA9941:                Primary Azimuth Mark                     Grid Az
 AA9941:SPC MS W     -  GLH ARP 1967                             190 39 30.4
 AA9941:UTM  15      -  GLH ARP 1967                             189 11 11.1
 AA9941
 AA9941|---------------------------------------------------------------------|
 AA9941| PID    Reference Object                     Distance      Geod. Az  |
 AA9941|                                                           dddmmss.s |
 AA9941| AA9940 GLH ARP 1967                        APPROX. 1.7 KM 1901800.2 |
 AA9941|---------------------------------------------------------------------|
 AA9941
 AA9941                          SUPERSEDED SURVEY CONTROL
 AA9941
 AA9941  ELLIP H (04/15/02)   12.073  (m)                       GP(       ) 4 1
 AA9941  NAD 83(1993)-  33 29 47.39046(N)    090 58 57.73095(W) AD(       ) 1
 AA9941  ELLIP H (01/19/96)   12.131  (m)                       GP(       ) 3 2
 AA9941  NGVD 29 (01/19/96)   38.8    (m)          127.     (f) GPS OBS     3  
 AA9941
 AA9941.Superseded values are not recommended for survey control.
 AA9941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9941.See file dsdata.txt to determine how the superseded data were derived.
 AA9941
 AA9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8740008152(NAD 83)
 AA9941_MARKER: DD = SURVEY DISK
 AA9941_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9941_STAMPING: GLH 1 1994
 AA9941_MARK LOGO: NOS   
 AA9941_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9941+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9941
 AA9941  HISTORY     - Date     Condition        Report By
 AA9941  HISTORY     - 1994     MONUMENTED       NOS
 AA9941
 AA9941                          STATION DESCRIPTION
 AA9941
 AA9941'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA9941'THE STATION IS LOCATED AT THE GREENVILLE MISSISSIPPI MUNICIPAL
 AA9941'AIRPORT. LOCATED AT THE SOUTHEAST INFIELD AREA OF RUNWAY 18 LEFT, 56 M
 AA9941'(183.7 FT) WEST OF CENTERLINE RUNWAY 18-36, 34.5 M (113.2 FT) WEST
 AA9941'NORTHWEST OF A TAXIWAY SIGN, 30.0 M (98.4 FT) SOUTH SOUTHEAST OF
 AA9941'CENTERLINE OF TAXIWAY AND 14 M (45.9 FT) SOUTH SOUTHWEST OF THE NUMBER
 AA9941'3 TAXIWAY LIGHT AND IN LINE OF FIRST RUNWAY END LIGHT OF 4.
 AA9941'
 AA9941'THE STATION IS A STANDARD BRASS NOS DISK STAMPED "GLH A 1994".
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9942 ***********************************************************************
 AA9942  SACS        -  This is a Secondary Airport Control Station.
 AA9942  DESIGNATION -  GLH AP 1967 STA B
 AA9942  PID         -  AA9942
 AA9942  STATE/COUNTY-  MS/WASHINGTON
 AA9942  USGS QUAD   -  LELAND (1967)
 AA9942
 AA9942                         *CURRENT SURVEY CONTROL
 AA9942  ___________________________________________________________________
 AA9942* NAD 83(2007)-  33 28 32.30296(N)    090 58 57.88560(W)     ADJUSTED  
 AA9942* NAVD 88     -        38.70   (+/-2cm)     127.0    (feet)  VERTCON   
 AA9942  ___________________________________________________________________
 AA9942  EPOCH DATE  -        2002.00
 AA9942  X           -     -91,340.523 (meters)                     COMP
 AA9942  Y           -  -5,324,787.116 (meters)                     COMP
 AA9942  Z           -   3,498,087.603 (meters)                     COMP
 AA9942  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA9942  ELLIP HEIGHT-          12.127 (meters)          (02/10/07) ADJUSTED
 AA9942  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AA9942
 AA9942  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9942  Type    PID    Designation                      North   East  Ellip
 AA9942  -------------------------------------------------------------------
 AA9942  NETWORK AA9942 GLH AP 1967 STA B                 1.29   1.10   4.80
 AA9942  -------------------------------------------------------------------
 AA9942  VERT ORDER  -  THIRD ? (See Below)
 AA9942
 AA9942.This mark is at Greenville Municipal Airport (GLH)
 AA9942
 AA9942.The horizontal coordinates were established by GPS observations
 AA9942.and adjusted by the National Geodetic Survey in February 2007.
 AA9942
 AA9942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9942.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9942.The horizontal coordinates are valid at the epoch date displayed above.
 AA9942.The epoch date for horizontal control is a decimal equivalence
 AA9942.of Year/Month/Day.
 AA9942
 AA9942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9942
 AA9942.GPS derived orthometric heights for airport stations designated as
 AA9942.PACS or SACS are published to 2 decimal places.  This maintains
 AA9942.centimeter relative accuracy between the PACS and SACS.  It does
 AA9942.not indicate centimeter accuracy relative to other marks which are
 AA9942.part of the NAVD 88 network.
 AA9942.The vertical order pertains to the NGVD 29 superseded value.
 AA9942
 AA9942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9942
 AA9942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9942
 AA9942.The ellipsoidal height was determined by GPS observations
 AA9942.and is referenced to NAD 83.
 AA9942
 AA9942.The geoid height was determined by GEOID03.
 AA9942
 AA9942;                    North         East     Units Scale Factor Converg.
 AA9942;SPC MS W     -   440,977.992   639,640.534   MT  0.99999490   -0 21 29.6
 AA9942;SPC MS W     - 1,446,775.30  2,098,553.99   sFT  0.99999490   -0 21 29.6
 AA9942;UTM  15      - 3,705,838.928   687,441.143   MT  1.00003317   +1 06 46.8
 AA9942
 AA9942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9942!SPC MS W     -   0.99999810  x   0.99999490  =   0.99999300
 AA9942!UTM  15      -   0.99999810  x   1.00003317  =   1.00003127
 AA9942
 AA9942:                Primary Azimuth Mark                     Grid Az
 AA9942:SPC MS W     -  GLH ARP 1967                             334 55 40.3
 AA9942:UTM  15      -  GLH ARP 1967                             333 27 23.9
 AA9942
 AA9942|---------------------------------------------------------------------|
 AA9942| PID    Reference Object                     Distance      Geod. Az  |
 AA9942|                                                           dddmmss.s |
 AA9942| AA9940 GLH ARP 1967                        APPROX. 0.7 KM 3343410.7 |
 AA9942|---------------------------------------------------------------------|
 AA9942
 AA9942                          SUPERSEDED SURVEY CONTROL
 AA9942
 AA9942  ELLIP H (04/15/02)   12.121  (m)                       GP(       ) 4 1
 AA9942  NAD 83(1993)-  33 28 32.30266(N)    090 58 57.88541(W) AD(       ) 1
 AA9942  ELLIP H (01/19/96)   12.178  (m)                       GP(       ) 3 2
 AA9942  NGVD 29 (01/19/96)   38.79   (m)          127.3    (f) LEVELING    3  
 AA9942
 AA9942.Superseded values are not recommended for survey control.
 AA9942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9942.See file dsdata.txt to determine how the superseded data were derived.
 AA9942
 AA9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8744105839(NAD 83)
 AA9942_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9942_STAMPING: AP 1967 STA B
 AA9942_MARK LOGO: CGS   
 AA9942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9942+STABILITY: SURFACE MOTION
 AA9942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9942+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 AA9942
 AA9942  HISTORY     - Date     Condition        Report By
 AA9942  HISTORY     - 1967     MONUMENTED       CGS
 AA9942  HISTORY     - 19890630 GOOD             NGS
 AA9942
 AA9942                          STATION DESCRIPTION
 AA9942
 AA9942'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (BMR)
 AA9942'STATION IS LOCATED ON THE GREENVILLE MISSISSIPPI MUNICIPAL AIRPORT.
 AA9942'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE AIRPORT 200 FEET
 AA9942'(61.0 M) WEST OF THE CENTERLINE OF RUNWAY 18L-36R, 200 FEET (61.0 M)
 AA9942'NORTH OF THE CENTERLINE OF RUNWAY 9-27, 117.7 FEET (35.9 M) SOUTHWEST
 AA9942'OF THE FIRST RUNWAY LIGHT NORTH OF END 36R, 73.9 FEET (22.5 M) WEST
 AA9942'NORTHWEST OF THE SECOND TAXIWAY LIGHT WEST OF THE EDGE OF RUNWAY 36R
 AA9942'AND 36.4 FEET (11.1 M) NORTH NORTHWEST OF THE THIRD TAXIWAY LIGHT WEST
 AA9942'OF THE EDGE OF RUNWAY 36R. THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA9942'STAMPED " AP 1967 STA B" SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 AA9942'MONUMENT FLUSH WITH THE GROUND.
 AA9942
 AA9942                          STATION RECOVERY (1989)
 AA9942
 AA9942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JWB)
 AA9942'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF AIRPORT 200.0 FEET
 AA9942'(61.0 M) WEST OF THE CENTERLINE OF RUNWAY 18L-36R, 200.0 FEET (61.0 M)
 AA9942'NORTH OF THE CENTERLINE OF RUNWAY 9-27, 117.7 FEET (35.9 M) SOUTHWEST
 AA9942'OF THE FIRST RNWY LT.  NORTH OF END 36R, 73.9 FEET (22.5 M)
 AA9942'WEST-NORTHWEST OF THE 2ND TAXIWAY LIGHT WEST OF THE EDGE OF RUNWAY 36R
 AA9942'AND 36.4 FEET (11.1 M) NORTH-NORTHWEST OF THE 3RD TAXIWAY LIGHT WEST
 AA9942'OF THE EDGE OF RUNWAY 36R.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA9942'STAMPED AP 1967 STA B SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 AA9942'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9940 ***********************************************************************
 AA9940  PACS        -  This is a Primary Airport Control Station.
 AA9940  DESIGNATION -  GLH ARP 1967
 AA9940  PID         -  AA9940
 AA9940  STATE/COUNTY-  MS/WASHINGTON
 AA9940  USGS QUAD   -  LELAND (1967)
 AA9940
 AA9940                         *CURRENT SURVEY CONTROL
 AA9940  ___________________________________________________________________
 AA9940* NAD 83(2007)-  33 28 52.86903(N)    090 59 09.55528(W)     ADJUSTED  
 AA9940* NAVD 88     -        38.47   (+/-2cm)     126.2    (feet)  VERTCON   
 AA9940  ___________________________________________________________________
 AA9940  EPOCH DATE  -        2002.00
 AA9940  X           -     -91,635.761 (meters)                     COMP
 AA9940  Y           -  -5,324,432.258 (meters)                     COMP
 AA9940  Z           -   3,498,615.966 (meters)                     COMP
 AA9940  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AA9940  ELLIP HEIGHT-          11.874 (meters)          (02/10/07) ADJUSTED
 AA9940  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AA9940
 AA9940  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9940  Type    PID    Designation                      North   East  Ellip
 AA9940  -------------------------------------------------------------------
 AA9940  NETWORK AA9940 GLH ARP 1967                      0.86   0.86   3.55
 AA9940  -------------------------------------------------------------------
 AA9940  VERT ORDER  -  THIRD ? (See Below)
 AA9940
 AA9940.This mark is at Greenville Municipal Airport (GLH)
 AA9940
 AA9940.The horizontal coordinates were established by GPS observations
 AA9940.and adjusted by the National Geodetic Survey in February 2007.
 AA9940
 AA9940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9940.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9940.The horizontal coordinates are valid at the epoch date displayed above.
 AA9940.The epoch date for horizontal control is a decimal equivalence
 AA9940.of Year/Month/Day.
 AA9940
 AA9940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9940
 AA9940.GPS derived orthometric heights for airport stations designated as
 AA9940.PACS or SACS are published to 2 decimal places.  This maintains
 AA9940.centimeter relative accuracy between the PACS and SACS.  It does
 AA9940.not indicate centimeter accuracy relative to other marks which are
 AA9940.part of the NAVD 88 network.
 AA9940.The vertical order pertains to the NGVD 29 superseded value.
 AA9940
 AA9940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9940
 AA9940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9940
 AA9940.The ellipsoidal height was determined by GPS observations
 AA9940.and is referenced to NAD 83.
 AA9940
 AA9940.The geoid height was determined by GEOID03.
 AA9940
 AA9940;                    North         East     Units Scale Factor Converg.
 AA9940;SPC MS W     -   441,613.488   639,343.223   MT  0.99999534   -0 21 36.2
 AA9940;SPC MS W     - 1,448,860.25  2,097,578.56   sFT  0.99999534   -0 21 36.2
 AA9940;UTM  15      - 3,706,466.605   687,127.601   MT  1.00003173   +1 06 41.0
 AA9940
 AA9940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9940!SPC MS W     -   0.99999814  x   0.99999534  =   0.99999348
 AA9940!UTM  15      -   0.99999814  x   1.00003173  =   1.00002987
 AA9940
 AA9940:                Primary Azimuth Mark                     Grid Az
 AA9940:SPC MS W     -  GLH A 1994                               010 39 29.8
 AA9940:UTM  15      -  GLH A 1994                               009 11 12.6
 AA9940
 AA9940|---------------------------------------------------------------------|
 AA9940| PID    Reference Object                     Distance      Geod. Az  |
 AA9940|                                                           dddmmss.s |
 AA9940| AA9941 GLH A 1994                          APPROX. 1.7 KM 0101753.6 |
 AA9940| AA9942 GLH AP 1967 STA B                   APPROX. 0.7 KM 1543404.3 |
 AA9940|---------------------------------------------------------------------|
 AA9940
 AA9940                          SUPERSEDED SURVEY CONTROL
 AA9940
 AA9940  ELLIP H (04/15/02)   11.865  (m)                       GP(       ) 4 1
 AA9940  NAD 83(1993)-  33 28 52.86870(N)    090 59 09.55510(W) AD(       ) B
 AA9940  ELLIP H (01/19/96)   11.923  (m)                       GP(       ) 3 2
 AA9940  NGVD 29 (01/19/96)   38.56   (m)          126.5    (f) LEVELING    3  
 AA9940
 AA9940.Superseded values are not recommended for survey control.
 AA9940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9940.See file dsdata.txt to determine how the superseded data were derived.
 AA9940
 AA9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8712806467(NAD 83)
 AA9940_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9940_STAMPING: ARP 1967
 AA9940_MARK LOGO: CGS   
 AA9940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9940+STABILITY: SURFACE MOTION
 AA9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9940+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA9940
 AA9940  HISTORY     - Date     Condition        Report By
 AA9940  HISTORY     - 1967     MONUMENTED       CGS
 AA9940  HISTORY     - 19890630 GOOD             NGS
 AA9940
 AA9940                          STATION DESCRIPTION
 AA9940
 AA9940'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (BMR)
 AA9940'STATION IS LOCATED ON THE PROPERTY OF THE GREENVILLE,MISSISSIPPI
 AA9940'AIRPORT. THE STATION IS LOCATED IN A GRASS TRIANGLE BOUNDED BY RUNWAY
 AA9940'18R-36L AND TWO CLOSED RUNWAYS. THE STATION IS 300.1 FEET (91.5 M)
 AA9940'EAST OF THE EAST EDGE OF RUNWAY 18L-36R, 290.3 FEET (88.5 M) WEST OF
 AA9940'THE FOURTH RUNWAY LIGHT SOUTH OF INTERSECTION OF RUNWAY 18L-36R AND
 AA9940'CLOSED NW-SE RUNWAY, 98.6 FEET (30.1 M) NORTH OF NW CORNER OF STORM
 AA9940'DRAIN, 54.9 FEET (16.7 M) SOUTHWEST OF SOUTHERLY CORNER OF STORM DRAIN
 AA9940'AND 10.2 FEET (3.1 M) NORTH OF RANGE LINE THROUGH FOURTH RUNWAY LIGHT
 AA9940'SOUTH OF INTERSECTION AND ITS OPPOSITE LIGHT ACROSS RUNWAY. THERE ARE
 AA9940'TWO WOODEN WITNESS POSTS SET 3 FEET (0.9 M) NORTH AND 3 FEET (0.9 M)
 AA9940'SOUTH OF STATION. THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 AA9940'ARP 1967 SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT FLUSH WITH THE
 AA9940'GROUND.
 AA9940
 AA9940                          STATION RECOVERY (1989)
 AA9940
 AA9940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JWB)
 AA9940'THE STATION IS LOCATED IN A GRASS TRIANGLE BOUNDED BY RUNWAY 18R-36L
 AA9940'AND TWO CLOSED RUNWAYS, 300.1 FEET (91.5 M) EAST OF THE EAST EDGE OF
 AA9940'RUNWAY 18L-36R, 290.3 FEET (88.5 M) WEST OF THE 4TH RUNWAY LIGHT SOUTH
 AA9940'OF INTERSECTION OF RUNWAY 18L-36R AND CLOSED NW-SE RUNWAY, 224.4 FEET
 AA9940'(68.4 M) SOUTHWEST OF SOUTHWEST EDGE OF CLOSED NW-SE RUNWAY, 98.6 FEET
 AA9940'(30.1 M) NORTH OF NW CORNER OF STORM DRAIN, 54.9 FEET (16.7 M)
 AA9940'SOUTHWEST OF SOUTHERLY CORNER OF STORM DRAIN AND 10.2 FEET (3.1 M)
 AA9940'NORTH OF RANGE LINE THROUGH 4TH RUNWAY LIGHT SOUTH OF INTERSECTION AND
 AA9940'IT OPPOSITE LIGHT ACROSS RUNWAY.  THERE ARE TWO WOODEN WITNESS POSTS
 AA9940'SET 3 FEET (0.9 M) NORTH AND 3 FEET (0.9 M) SOUTH OF STATION.  THE
 AA9940'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1967 SET IN THE TOP
 AA9940'OF AN 8 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2447 ***********************************************************************
 BW2447  DESIGNATION -  GLOSTER
 BW2447  PID         -  BW2447
 BW2447  STATE/COUNTY-  MS/AMITE
 BW2447  USGS QUAD   -  GLOSTER (1988)
 BW2447
 BW2447                         *CURRENT SURVEY CONTROL
 BW2447  ___________________________________________________________________
 BW2447* NAD 83(1993)-  31 11 47.04703(N)    091 00 52.75633(W)     ADJUSTED  
 BW2447* NAVD 88     -       130.66   (+/-2cm)     428.7    (feet)  VERTCON   
 BW2447  ___________________________________________________________________
 BW2447  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BW2447  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW2447  HORZ ORDER  -  SECOND
 BW2447  VERT ORDER  -  THIRD ? (See Below)
 BW2447
 BW2447.The horizontal coordinates were established by classical geodetic methods
 BW2447.and adjusted by the National Geodetic Survey in May 1994.
 BW2447
 BW2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2447.The vertical order pertains to the NGVD 29 superseded value.
 BW2447
 BW2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2447
 BW2447.The geoid height was determined by GEOID03.
 BW2447
 BW2447;                    North         East     Units Scale Factor Converg.
 BW2447;SPC MS W     -   188,250.934   635,067.196   MT  1.00000199   -0 21 10.5
 BW2447;SPC MS W     -   617,619.94  2,083,549.63   sFT  1.00000199   -0 21 10.5
 BW2447;UTM  15      - 3,453,066.509   689,161.221   MT  1.00004137   +1 01 43.2
 BW2447
 BW2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2447!SPC MS W     -   0.99998368  x   1.00000199  =   0.99998567
 BW2447!UTM  15      -   0.99998368  x   1.00004137  =   1.00002505
 BW2447
 BW2447:                Primary Azimuth Mark                     Grid Az
 BW2447:SPC MS W     -  GLOSTER AZ MK                            045 55 19.9
 BW2447:UTM  15      -  GLOSTER AZ MK                            044 32 26.2
 BW2447
 BW2447|---------------------------------------------------------------------|
 BW2447| PID    Reference Object                     Distance      Geod. Az  |
 BW2447|                                                           dddmmss.s |
 BW2447| CY3665 GLOSTER AZ MK                                      0453409.4 |
 BW2447| CY3666 GLOSTER RM 1                         31.821 METERS 12307     |
 BW2447| BW2452 CENTREVILLE                         APPROX.11.7 KM 1930335.0 |
 BW2447| CY3667 GLOSTER RM 2                         36.643 METERS 22046     |
 BW2447| BW2446 GLOSTER MUNICIPAL TANK              APPROX. 0.9 KM 2824339.1 |
 BW2447|---------------------------------------------------------------------|
 BW2447
 BW2447                          SUPERSEDED SURVEY CONTROL
 BW2447
 BW2447  NAD 83(1986)-  31 11 47.06330(N)    091 00 52.75171(W) AD(       ) 2
 BW2447  NAD 27      -  31 11 46.44100(N)    091 00 52.37800(W) AD(       ) 2
 BW2447  NGVD 29 (07/19/86)  130.65   (m)          428.6    (f) LEVELING    3  
 BW2447
 BW2447.Superseded values are not recommended for survey control.
 BW2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2447.See file dsdata.txt to determine how the superseded data were derived.
 BW2447
 BW2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8916153067(NAD 83)
 BW2447_MARKER: DS = TRIANGULATION STATION DISK
 BW2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2447_STAMPING: GLOSTER 1949
 BW2447_MARK LOGO: CGS   
 BW2447
 BW2447  HISTORY     - Date     Condition        Report By
 BW2447  HISTORY     - 1949     MONUMENTED       CGS
 BW2447  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BW2447  HISTORY     - 1960     GOOD             USGS
 BW2447  HISTORY     - 1969     GOOD             MSHD
 BW2447
 BW2447                          STATION DESCRIPTION
 BW2447
 BW2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2447'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 BW2447'24, 0.4 MILE EAST-NORTHEAST OF THE RAILROAD STATION IN GLOSTER,
 BW2447'47 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 24 AND
 BW2447'16 FEET WEST OF A WITNESS POST.
 BW2447'
 BW2447'TO REACH THE STATION FROM THE RAILROAD STATION IN GLOSTER,
 BW2447'GO EASTERLY ON THE MAIN STREET FOR 0.55 MILE TO STATE HIGHWAY
 BW2447'24, TURN RIGHT, SOUTHWEST, AND GO ON STATE HIGHWAY 24 FOR
 BW2447'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BW2447'
 BW2447'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 BW2447'STATE HIGHWAY 24 FOR 0.3 MILE TO STATE HIGHWAY 48 ON THE
 BW2447'LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 BW2447'
 BW2447'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BW2447'GLOSTER 1949.
 BW2447'
 BW2447'REFERENCE MARK NO. 1 IS 57 FEET SOUTHEAST OF THE CENTER LINE
 BW2447'OF STATE HIGHWAY 24 AND 1.5 FEET NORTHWEST OF A WOODEN FENCE.
 BW2447'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED GLOSTER NO
 BW2447'1 1949.
 BW2447'
 BW2447'REFERENCE MARK NO. 2 IS 44 FEET NORTHWEST OF THE CENTER LINE
 BW2447'OF THE HIGHWAY, 21 FEET SOUTH OF A POWER LINE POLE, AND 20
 BW2447'FEET NORTHEAST OF A 1-FOOT PINE TREE.  THE MARK PROJECTS 6
 BW2447'INCHES, AND THE DISK IS STAMPED GLOSTER NO 2 1949.
 BW2447'
 BW2447'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION, 160 FEET
 BW2447'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 24, 41 FEET EAST
 BW2447'OF THE APPROXIMATE CENTER LINE OF THE EAST LANE OF STATE
 BW2447'HIGHWAY 48 AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 BW2447'PROJECTS 6 INCHES AND THE DISK IS STAMPED GLOSTER 1949.
 BW2447'
 BW2447'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2447'CONCRETE POSTS.
 BW2447'
 BW2447'103 FOOT TOWER NEEDED TO SEE 113 FEET AT TRIANGULATION STATION
 BW2447'CROSBY
 BW2447'
 BW2447'103 FOOT TOWER NEEDED TO SEE 113 FEET AT TRIANGULATION STATION
 BW2447'STEPHENSON
 BW2447'
 BW2447'103 FOOT TOWER NEEDED TO SEE 103 FEET AT TRIANGULATION STATION
 BW2447'CENTREVILLE
 BW2447'
 BW2447'103 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATIONS
 BW2447'TATUM, HIRAM, GRAVES, AND POW.
 BW2447'
 BW2447'103 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BW2447'BEAVER.
 BW2447'
 BW2447'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2447
 BW2447                          STATION RECOVERY (1954)
 BW2447
 BW2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2447'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2447'CONDITION.
 BW2447'
 BW2447'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BW2447'WERE MOVED AT THE REQUEST OF MR. M.C. STERLING, WHO IS BUILDING
 BW2447'A HOUSE AND SERVICE STATION IN THIS AREA.  THE SUB-SURFACE
 BW2447'MARK WILL NO DOUBT BE DESTROYED AS THE GRADING IN THE AREA
 BW2447'WILL BE TO A DEPTH OF 3.5 FEET.  THE AZIMUTH MARK WAS FOUND
 BW2447'IN GOOD CONDITION AND WAS USED AS THE AZIMUTH MARK FOR THE
 BW2447'NEW STATION ESTABLISHED.
 BW2447'
 BW2447'A NEW STATION, GLOSTER 2 1954, WAS ESTABLISHED COMPLETE WITH
 BW2447'TWO NEW REFERENCE MARKS.  THE NEW STATION WAS SET ON LINE
 BW2447'BETWEEN THE AZIMUTH MARK AND THE OLD STATION.
 BW2447'
 BW2447'THE DISTANCE BETWEEN GLOSTER 1949 AND GLOSTER 2 1954 IS
 BW2447'103.795 FEET.
 BW2447
 BW2447                          STATION RECOVERY (1960)
 BW2447
 BW2447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BW2447'THE AZIMUTH MARK HAS BEEN DESTROYED.  THE TABLET WAS RECOVERED.
 BW2447
 BW2447                          STATION RECOVERY (1969)
 BW2447
 BW2447'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2447'THE MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE CROSSING
 BW2447'OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH MAIN STREET IN
 BW2447'GLOSTER NEAR THE POLICE STATION AND IS IN THE NORTHWEST 1/4
 BW2447'OF SECTION 34, T 3N, R 2E.  IT IS 80 FEET NORTHEAST OF THE CENTER
 BW2447'OF CROSSING OF MAIN STREET WITH THE MAIN TRACK, 69 FEET NORTH
 BW2447'OF THE CENTER OF MAIN STREET, 58 FEET WEST OF THE CENTER OF E.
 BW2447'RAILROAD AVENUE, 35.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 BW2447'TRACK, 16.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 17 FEET
 BW2447'NORTHWEST OF THE NORTHWEST CORNER OF THE POLICE STATION, 29 FEET
 BW2447'NORTH OF A RAILROAD STOP SIGN, 1.5 FEET WEST OF A METAL
 BW2447'WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE
 BW2447'POST ABOUT 12 INCHES BELOW THE GROUND LEVEL AND ABOUT 2
 BW2447'FEET BELOW THE LEVEL OF THE TRACK.
 BW2447'
 BW2447'TO REACH FROM THE U.S. POST OFFICE IN GLOSTER GO WEST ON
 BW2447'MAIN STREET FOR 0.15 MILE TO THE CROSSING OF THE ILLINOIS
 BW2447'CENTRAL RAILROAD TRACK AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2448 ***********************************************************************
 BW2448  DESIGNATION -  GLOSTER 2
 BW2448  PID         -  BW2448
 BW2448  STATE/COUNTY-  MS/AMITE
 BW2448  USGS QUAD   -  GLOSTER (1988)
 BW2448
 BW2448                         *CURRENT SURVEY CONTROL
 BW2448  ___________________________________________________________________
 BW2448* NAD 83(1993)-  31 11 47.76615(N)    091 00 51.90298(W)     NO CHECK  
 BW2448* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 BW2448  ___________________________________________________________________
 BW2448  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BW2448  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW2448  HORZ ORDER  -  THIRD
 BW2448
 BW2448.The horizontal coordinates were established by classical geodetic methods
 BW2448.and adjusted by the National Geodetic Survey in May 1994.
 BW2448.No horizontal observational check was made to the station.
 BW2448
 BW2448.The orthometric height was scaled from a topographic map.
 BW2448
 BW2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2448
 BW2448.The geoid height was determined by GEOID03.
 BW2448
 BW2448;                    North         East     Units Scale Factor Converg.
 BW2448;SPC MS W     -   188,272.942   635,089.924   MT  1.00000195   -0 21 10.1
 BW2448;SPC MS W     -   617,692.14  2,083,624.19   sFT  1.00000195   -0 21 10.1
 BW2448;UTM  15      - 3,453,089.059   689,183.412   MT  1.00004148   +1 01 43.6
 BW2448
 BW2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2448!SPC MS W     -   0.99998368  x   1.00000195  =   0.99998563
 BW2448!UTM  15      -   0.99998368  x   1.00004148  =   1.00002516
 BW2448
 BW2448:                Primary Azimuth Mark                     Grid Az
 BW2448:SPC MS W     -  GLOSTER AZ MK                            045 55 19.4
 BW2448:UTM  15      -  GLOSTER AZ MK                            044 32 25.7
 BW2448
 BW2448|---------------------------------------------------------------------|
 BW2448| PID    Reference Object                     Distance      Geod. Az  |
 BW2448|                                                           dddmmss.s |
 BW2448| CY3665 GLOSTER AZ MK                                      0453409.3 |
 BW2448| CY3668 GLOSTER 2 RM 3                       46.147 METERS 18714     |
 BW2448| BW2447 GLOSTER                              31.637 METERS 22534     |
 BW2448| CY3669 GLOSTER 2 RM 4                       27.688 METERS 27958     |
 BW2448|---------------------------------------------------------------------|
 BW2448
 BW2448                          SUPERSEDED SURVEY CONTROL
 BW2448
 BW2448  NAD 83(1986)-  31 11 47.78242(N)    091 00 51.89837(W) AD(       ) 3
 BW2448  NAD 27      -  31 11 47.16000(N)    091 00 51.52500(W) AD(       ) 3
 BW2448
 BW2448.Superseded values are not recommended for survey control.
 BW2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2448.See file dsdata.txt to determine how the superseded data were derived.
 BW2448
 BW2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8918353089(NAD 83)
 BW2448_MARKER: DS = TRIANGULATION STATION DISK
 BW2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2448_STAMPING: GLOSTER 2 1954
 BW2448_MARK LOGO: CGS   
 BW2448
 BW2448  HISTORY     - Date     Condition        Report By
 BW2448  HISTORY     - 1954     MONUMENTED       CGS
 BW2448  HISTORY     - 1955     GOOD             CGS
 BW2448  HISTORY     - 1969     GOOD             MSHD
 BW2448
 BW2448                          STATION DESCRIPTION
 BW2448
 BW2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAE)
 BW2448'THE STATION IS LOCATED ABOUT 0.55 MILE EAST-SOUTHEAST OF THE
 BW2448'RAILROAD STATION IN GLOSTER, ON THE RIGHT-OF-WAY OF STATE
 BW2448'HIGHWAY 24 AND NEAR THE EXTENDED PROPERTY LINE BETWEEN MR.
 BW2448'M.C. STERLING AND MR. H.L. BOOLE.  IT IS 40 FEET NORTHWEST
 BW2448'OF THE CENTER LINE OF STATE HIGHWAY 24, 70.5 FEET SOUTHWEST
 BW2448'OF THE SOUTHWEST CORNER OF MR. BOOLES HOUSE AND 4 FEET WEST
 BW2448'OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED GLOSTER 2
 BW2448'1954, PROJECTING 4 INCHES.
 BW2448'
 BW2448'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION ON THE RIGHT-OF-WAY
 BW2448'OF THE HIGHWAY.  IT IS 46.5 FEET SOUTHEAST OF THE CENTER LINE
 BW2448'OF THE HIGHWAY, 10 FEET NORTHWEST OF A 10-INCH PINE TREE AND
 BW2448'4 FEET NORTHWEST OF A BOARD FENCE CORNER.  IT IS A STANDARD
 BW2448'DISK, STAMPED GLOSTER 2 NO 3 1954, PROJECTING 8 INCHES.
 BW2448'
 BW2448'REFERENCE MARK NO. 4 IS WEST OF THE STATION ON PROPERTY OF
 BW2448'MR. STERLING.  IT IS 39 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 BW2448'CORNER OF A LARGE WHITE HOUSE, 120 FEET NORTHWEST OF THE
 BW2448'CENTER LINE OF STATE HIGHWAY 24 AND 19 FEET EAST OF THE NORTHEAST
 BW2448'CORNER OF A SMALL GARAGE.  IT IS A STANDARD DISK, STAMPED
 BW2448'GLOSTER 2 NO 4 1954, PROJECTING 4 INCHES.
 BW2448'
 BW2448'THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION AT
 BW2448'THE INTERSECTION OF STATE HIGHWAYS 24 AND 48, 160 FEET NORTHWEST
 BW2448'OF THE CENTER LINE OF STATE HIGHWAY 24 AND 41 FEET NORTHEAST
 BW2448'OF STATE HIGHWAY 48.  IT IS A STANDARD DISK, STAMPED GLOSTER
 BW2448'1949, PROJECTING 6 INCHES.
 BW2448
 BW2448                          STATION RECOVERY (1955)
 BW2448
 BW2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2448'THE STATION WAS VISITED 6-10-55 AND ALL MARKS WERE FOUND IN
 BW2448'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 BW2448
 BW2448                          STATION RECOVERY (1969)
 BW2448
 BW2448'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2448'THE STATION WAS VISITED 7-16-69 AND THE STATION MARK, REFERENCE
 BW2448'MARK, NO. 3 AND NO. 4 WERE FOUND IN GOOD CONDITION.  THE
 BW2448'AZIMUTH MARK WAS REPORTED DESTROYED IN 1960 BY (USGS)
 BW2448'
 BW2448'THE STATION IS LOCATED 0.3 MILE EAST OF THE CENTER OF GLOSTER
 BW2448'ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 24 JUST NORTH OF
 BW2448'STERLINGS SERVICE STATION IN THE NORTHEAST 1/4 OF SECTION
 BW2448'34, T 3N, R 2E, AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 BW2448'24.  IT IS 42 FEET WEST OF THE CENTER OF HIGHWAY 24, 32 FEET
 BW2448'NORTH NORTHWEST OF THE CENTER OF A BLACKTOP ROAD, 55 FEET
 BW2448'SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK HOUSE, 68
 BW2448'FEET EAST NORTHEAST OF A UTILITY POLE WITH A LAMP ON IT,
 BW2448'84.5 FEET WEST AND ACROSS THE ROAD FROM A UTILITY POLE WITH
 BW2448'A TRANSFORMER, 33.5 FEET EAST OF A 12 INCH OAK AND 1 FOOT
 BW2448'NORTHWEST OF A METAL WITNESS POST.
 BW2448'
 BW2448'IT IS A C AND GS TRIANGULATION DISK, STAMPED GLOSTER 2 1954
 BW2448'FLUSH WITH THE GROUND.
 BW2448'
 BW2448'REFERENCE MARK NO. 3 IS 151.40 FEET SOUTH OF THE STATION.
 BW2448'IT IS 45.5 FEET EAST OF THE CENTER OF HIGHWAY 24, 4 FEET
 BW2448'WEST OF AN ANGLING FENCE CORNER FOR A WOODEN FENCE, 4 FEET
 BW2448'SOUTHWEST OF A GAS METER, 7 FEET SOUTHEAST OF THE SOUTHEAST
 BW2448'CORNER OF THE TOP FOR A WATER METER AND 1 FOOT NORTH OF A
 BW2448'METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2448'STAMPED GLOSTER 2 NO 3 1954 PROJECTING 4 INCHES.
 BW2448'
 BW2448'REFERENCE MARK NO. 4 IS 90.84 FEET WEST OF THE STATION.  IT
 BW2448'IS 122 FEET WEST OF THE CENTER OF HIGHWAY 24, 34 FEET NORTH
 BW2448'OF THE CENTER OF A BLACKTOP ROAD, 40 FEET SOUTHEAST OF THE
 BW2448'SOUTHEAST CORNER OF A GREEN FRAME HOUSE, 13 FEET SOUTH OF THE
 BW2448'SOUTHWEST CORNER OF A SMALL FRAME BUILDING AND 27.5 FEET WEST
 BW2448'NORTHWEST OF A UTILITY POLE WITH A LAMP ON IT.  IT IS A C AND GS
 BW2448'REFERENCE MARK DISK, STAMPED GLOSTER 2 NO 4 1954 FLUSH WITH
 BW2448'THE GROUND.
 BW2448'
 BW2448'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 181.27
 BW2448'FEET.
 BW2448'
 BW2448'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GLOSTER GO
 BW2448'EAST ON MAIN STREET FOR 0.2 MILE TO A FORK.  CONTINUE EAST
 BW2448'ON A BLACKTOP ROAD FOR 250 FEET TO STERLINGS SERVICE STATION
 BW2448'ON THE RIGHT AND THE STATION ON THE LEFT.
 BW2448'
 BW2448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE
 BW2448'EAST OF THE CENTER OF GLOSTER
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2446 ***********************************************************************
 BW2446  DESIGNATION -  GLOSTER MUNICIPAL TANK
 BW2446  PID         -  BW2446
 BW2446  STATE/COUNTY-  MS/AMITE
 BW2446  USGS QUAD   -  GLOSTER (1988)
 BW2446
 BW2446                         *CURRENT SURVEY CONTROL
 BW2446  ___________________________________________________________________
 BW2446* NAD 83(1993)-  31 11 53.15255(N)    091 01 24.20878(W)     ADJUSTED  
 BW2446* NAVD 88     -              **(meters)            **(feet)            
 BW2446  ___________________________________________________________________
 BW2446  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BW2446  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW2446  HORZ ORDER  -  THIRD
 BW2446
 BW2446.The horizontal coordinates were established by classical geodetic methods
 BW2446.and adjusted by the National Geodetic Survey in May 1994.
 BW2446
 BW2446
 BW2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2446
 BW2446.The geoid height was determined by GEOID03.
 BW2446
 BW2446;                    North         East     Units Scale Factor Converg.
 BW2446;SPC MS W     -   188,444.131   634,235.697   MT  1.00000333   -0 21 26.9
 BW2446;SPC MS W     -   618,253.79  2,080,821.62   sFT  1.00000333   -0 21 26.9
 BW2446;UTM  15      - 3,453,239.607   688,325.274   MT  1.00003748   +1 01 27.1
 BW2446
 BW2446                          SUPERSEDED SURVEY CONTROL
 BW2446
 BW2446  NAD 83(1986)-  31 11 53.16875(N)    091 01 24.20411(W) AD(       ) 4
 BW2446  NAD 27      -  31 11 52.54600(N)    091 01 23.82400(W) AD(       ) 3
 BW2446
 BW2446.Superseded values are not recommended for survey control.
 BW2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2446.See file dsdata.txt to determine how the superseded data were derived.
 BW2446
 BW2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8832553240(NAD 83)
 BW2446_MARKER: 53 = ELEVATED TANK
 BW2446
 BW2446  HISTORY     - Date     Condition        Report By
 BW2446  HISTORY     - 1949     FIRST OBSERVED   CGS
 BW2446  HISTORY     - 1955     GOOD             CGS
 BW2446  HISTORY     - 1969     GOOD             MSHD
 BW2446
 BW2446                          STATION DESCRIPTION
 BW2446
 BW2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2446'THE STATION IS LOCATED IN THE WESTER N SECTION OF GLOSTER,
 BW2446'1-1/2 BLOCKS WEST OF THE INTERSECTION OF MAIN STREET AND THE
 BW2446'RAILROAD.
 BW2446'
 BW2446'IT IS A FOUR LEGGED STEEL STRUCTURE 125 FEET HIGH AND HAS
 BW2446'THE CAPACITY OF 50,000 GALLONS.  THE TANK IS PAINTED SILVER
 BW2446'IN COLOR, AND BEARS THE LETTERING, GLOSTER ON THE EAST SIDE
 BW2446'OF THE BOWL.
 BW2446'
 BW2446'THE POINT INTERSECTED WAS THE 12-INCH STEEL BALL AT THE
 BW2446'TOP OF THE TANK.
 BW2446
 BW2446                          STATION RECOVERY (1955)
 BW2446
 BW2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2446'THE STATION WAS VISITED 6-10-55 AND FOUND IN GOOD CONDITION.
 BW2446'THE DESCRIPTION IS ADEQUATE.
 BW2446
 BW2446                          STATION RECOVERY (1969)
 BW2446
 BW2446'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2446'THE STATION WAS VISITED 7-31-69 AND THE STATION WAS FOUND
 BW2446'IN GOOD CONDITION.
 BW2446'
 BW2446'THE STATION IS LOCATED 0.1 MILE WEST OF THE CENTER OF GLOSTER
 BW2446'ON THE SOUTH SIDE OF MAIN STREET IN THE NORTHWEST 1/4 OF
 BW2446'SECTION 34, T3N, R 2E.  IT IS A TANK ATOP A FOUR LEGGED STEEL
 BW2446'STRUCTURE SILVER IN COLOR WITH THE LETTERS GLOSTER IN BLACK
 BW2446'ON THE EAST SIDE, IS 125 FEET HIGH AND HAS A CAPACITY OF
 BW2446'50,000 GALLONS.  THE 12 INCH STEEL BALL ON TOP OF THE TANK
 BW2446'WAS THE POINT INTERSECTED.
 BW2446'
 BW2446'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GLOSTER
 BW2446'GO WEST ON MAIN STREET FOR 0.15 MILE TO THE CROSSING OF THE
 BW2446'ILLINOIS CENTRAL RAILROAD TRACK.  CONTINUE WEST ON MAIN STREET
 BW2446'FOR 0.1 MILE TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1120 ***********************************************************************
 BW1120  DESIGNATION -  GLOSTER RM 1
 BW1120  PID         -  BW1120
 BW1120  STATE/COUNTY-  MS/AMITE
 BW1120  USGS QUAD   -  GLOSTER (1988)
 BW1120
 BW1120                         *CURRENT SURVEY CONTROL
 BW1120  ___________________________________________________________________
 BW1120* NAD 83(1986)-  31 11 53.     (N)    091 01 16.     (W)     SCALED    
 BW1120* NAVD 88     -       132.37   (+/-2cm)     434.3    (feet)  VERTCON   
 BW1120  ___________________________________________________________________
 BW1120  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1120
 BW1120.The horizontal coordinates were scaled from a topographic map and have
 BW1120.an estimated accuracy of +/- 6 seconds.
 BW1120
 BW1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1120.The vertical order pertains to the NGVD 29 superseded value.
 BW1120
 BW1120.The geoid height was determined by GEOID03.
 BW1120
 BW1120;                    North         East    Units  Estimated Accuracy
 BW1120;SPC MS W     -   188,440.      634,450.      MT  (+/- 180 meters Scaled)
 BW1120
 BW1120                          SUPERSEDED SURVEY CONTROL
 BW1120
 BW1120  NGVD 29 (??/??/92)  132.355  (m)          434.23   (f) ADJ UNCH    2 0
 BW1120
 BW1120.Superseded values are not recommended for survey control.
 BW1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1120.See file dsdata.txt to determine how the superseded data were derived.
 BW1120
 BW1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ885532(NAD 83)
 BW1120_MARKER: DR = REFERENCE MARK DISK
 BW1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1120_STAMPING: GLOSTER NO 1 1935 434.235
 BW1120_MARK LOGO: CGS   
 BW1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1120+STABILITY: SURFACE MOTION
 BW1120
 BW1120  HISTORY     - Date     Condition        Report By
 BW1120  HISTORY     - 1935     MONUMENTED       CGS
 BW1120  HISTORY     - 1956     GOOD             NGS
 BW1120
 BW1120                          STATION DESCRIPTION
 BW1120
 BW1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BW1120'IN GLOSTER.
 BW1120'LOCATED 100 PACES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW1120'STATION IN GLOSTER, 35 FEET EAST OF THE EAST RAIL OF THE TRACK, 12
 BW1120'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE POLICE STATION, 11 FEET
 BW1120'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRE HOUSE, HOUSING THE
 BW1120'FIRE ENGINE, 79 FEET NORTH OF THE CENTER OF THE ROAD CROSSING AND 6.5
 BW1120'FEET NORTHEAST OF A SMALL TREE.  IT IS A STANDARD DISK SET IN THE TOP
 BW1120'OF A CONCRETE POST 10 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT
 BW1120'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2536 ***********************************************************************
 CP2536  DESIGNATION -  GLUCKS
 CP2536  PID         -  CP2536
 CP2536  STATE/COUNTY-  MS/MADISON
 CP2536  USGS QUAD   -  CHARLTON (1988)
 CP2536
 CP2536                         *CURRENT SURVEY CONTROL
 CP2536  ___________________________________________________________________
 CP2536* NAD 83(1993)-  32 31 56.39627(N)    090 07 54.40471(W)     ADJUSTED  
 CP2536* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CP2536  ___________________________________________________________________
 CP2536  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CP2536  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CP2536  HORZ ORDER  -  SECOND
 CP2536
 CP2536.The horizontal coordinates were established by classical geodetic methods
 CP2536.and adjusted by the National Geodetic Survey in May 1994.
 CP2536
 CP2536.The orthometric height was scaled from a topographic map.
 CP2536
 CP2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2536
 CP2536.The geoid height was determined by GEOID03.
 CP2536
 CP2536;                    North         East     Units Scale Factor Converg.
 CP2536;SPC MS W     -   336,195.375   718,933.705   MT  0.99995442   +0 06 30.2
 CP2536;SPC MS W     - 1,103,000.99  2,358,701.66   sFT  0.99995442   +0 06 30.2
 CP2536;UTM  15      - 3,603,071.168   769,389.641   MT  1.00049498   +1 32 36.2
 CP2536
 CP2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2536!SPC MS W     -   0.99998773  x   0.99995442  =   0.99994215
 CP2536!UTM  15      -   0.99998773  x   1.00049498  =   1.00048270
 CP2536
 CP2536:                Primary Azimuth Mark                     Grid Az
 CP2536:SPC MS W     -  MADISON MUNICIPAL TANK                   169 34 45.5
 CP2536:UTM  15      -  MADISON MUNICIPAL TANK                   168 08 39.5
 CP2536
 CP2536|---------------------------------------------------------------------|
 CP2536| PID    Reference Object                     Distance      Geod. Az  |
 CP2536|                                                           dddmmss.s |
 CP2536| CP2573 MADISON MUNICIPAL TANK              APPROX. 8.0 KM 1694115.7 |
 CP2536| AI4324 GLUCKS AZ MK                                       1803220.5 |
 CP2536| AI4322 GLUCKS RM 1                          25.247 METERS 19225     |
 CP2536| AI4323 GLUCKS RM 2                          19.726 METERS 34408     |
 CP2536|---------------------------------------------------------------------|
 CP2536
 CP2536                          SUPERSEDED SURVEY CONTROL
 CP2536
 CP2536  NAD 83(1986)-  32 31 56.41056(N)    090 07 54.40049(W) AD(       ) 2
 CP2536  NAD 27      -  32 31 55.90670(N)    090 07 54.08910(W) AD(       ) 2
 CP2536
 CP2536.Superseded values are not recommended for survey control.
 CP2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2536.See file dsdata.txt to determine how the superseded data were derived.
 CP2536
 CP2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS6939003071(NAD 83)
 CP2536_MARKER: DS = TRIANGULATION STATION DISK
 CP2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2536_SP_SET: CONCRETE POST
 CP2536_STAMPING: GLUCKS 1959
 CP2536_MARK LOGO: CGS   
 CP2536_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2536+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 CP2536
 CP2536  HISTORY     - Date     Condition        Report By
 CP2536  HISTORY     - 1959     MONUMENTED       CGS
 CP2536  HISTORY     - 1959     GOOD             CGS
 CP2536  HISTORY     - 1964     GOOD             CGS
 CP2536  HISTORY     - 1982     GOOD             NGS
 CP2536  HISTORY     - 19890418 GOOD             MSHD
 CP2536
 CP2536                          STATION DESCRIPTION
 CP2536
 CP2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2536'STATION IS LOCATED ABOUT 6 MILES WEST AND 5 MILES SOUTH OF
 CP2536'CANTON, 7-3/4 MILES NORTH OF RIDGELAND, 3-1/2 MILES WEST-NORTHWEST
 CP2536'OF U.S. HIGHWAY 51, IN THE NORTHWEST 1/4 OF SECTION 18, T 8 N,
 CP2536'R 2 E, AND ON PROPERTY OWNED BY MR. LAMAR HENDRICKS JR., WHO
 CP2536'LIVES ABOUT 0.1 MILE EAST OF THE STATION.
 CP2536'
 CP2536'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 CP2536'16, AT THE SOUTHEAST CORNER OF THE TOWN SQUARE IN CANTON,
 CP2536'GO SOUTH ON U.S. HIGHWAY 51 FOR 7.4 MILES TO A SIDE ROAD RIGHT
 CP2536'AT SIGN GLUCKSTADT.  TURN RIGHT AND FOLLOW SURFACED ROAD
 CP2536'WEST AND NORTH FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CP2536'AND FOLLOW SURFACED ROAD WESTERLY FOR 2.5 MILES TO A SIDE ROAD
 CP2536'RIGHT.  TURN RIGHT AND FOLLOW GRAVELED ROAD NORTH FOR 0.6 MILE
 CP2536'TO A FARM DRIVE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 CP2536'CONTINUE NORTH FOR 0.4 MILE TO A CATTLEGUARD AND THE STATION
 CP2536'ON THE RIGHT.
 CP2536'
 CP2536'STATION MARKS ARE STANDARD DISKS, STAMPED GLUCKS 1959.  UNDERGROUND
 CP2536'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CP2536'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH
 CP2536'SQUARE, CONCRETE POST 14 INCHES BELOW THE GROUND SURFACE.
 CP2536'IT IS 223 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CP2536'A CURVE IN THE ROAD, 114 FEET NORTH-NORTHWEST OF A LONE
 CP2536'22 INCH WALNUT TREE, 37 FEET EAST OF A GRAVELED ROAD CENTER,
 CP2536'28 FEET SOUTHEAST OF THE CENTER OF A STEEL CATTLEGUARD, 51
 CP2536'FEET SOUTH-SOUTHEAST OF A FENCE T-JUNCTION POST AND 18 FEET
 CP2536'EAST OF THE EAST ROAD RIGHT-OF-WAY FENCE.
 CP2536'
 CP2536'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLUCKS NO 1 1959,
 CP2536'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST FLUSH WITH
 CP2536'THE GROUND SURFACE.  IT IS 104 FEET SOUTH OF THE CATTLEGUARD
 CP2536'CENTER, 69 FEET WEST OF THE WALNUT TREE, 20 FEET EAST OF THE ROAD
 CP2536'CENTER AND 6 INCHES EAST OF THE RIGHT-OF-WAY FENCE.
 CP2536'
 CP2536'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLUCKS NO 2 1959,
 CP2536'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2536'4 INCHES.  IT IS 39 FEET NORTH OF THE CATTLEGUARD CENTER,
 CP2536'18 FEET EAST OF THE ROAD CENTER, 14 FEET NORTH OF THE FENCE
 CP2536'T-JUNCTION POST AND 6 INCHES WEST OF THE RIGHT-OF-WAY FENCE.
 CP2536'A METAL, WITNESS SIGNPOST WAS SET 1.7 FEET WEST OF THE MARK.
 CP2536'
 CP2536'AZIMUTH MARK IS A STANDARD DISK, STAMPED GLUCKS 1959, SET IN
 CP2536'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 6
 CP2536'INCHES.  IT IS 54 FEET NORTH OF A FENCE T-JUNCTION POST, 34
 CP2536'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD
 CP2536'AND FARM DRIVE WEST, 21 FEET EAST OF THE CENTER OF A GRAVELED
 CP2536'ROAD AND 6 INCHES EAST OF THE EAST ROAD RIGHT-OF-WAY FENCE.
 CP2536'A METAL, WITNESS SIGNPOST WAS SET 1.4 FEET WEST OF THE MARK.
 CP2536'
 CP2536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2536
 CP2536                          STATION RECOVERY (1959)
 CP2536
 CP2536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CP2536'RECOVERED IN GOOD CONDITION.
 CP2536
 CP2536                          STATION RECOVERY (1964)
 CP2536
 CP2536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMC)
 CP2536'THE STATION WAS VISITED AUGUST, 1964 AND ALL MARKS WERE FOUND IN
 CP2536'GOOD CONDITION.
 CP2536'
 CP2536'THE DESCRIPTION IS ADEQUATE.
 CP2536
 CP2536                          STATION RECOVERY (1982)
 CP2536
 CP2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CP2536'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CP2536'REFERENCE MARK NO 1 WAS FOUND DESTROYED WITH DISK REMOVED, REFERENCE
 CP2536'MARK NO 2 WAS FOUND LEANING ABOUT 45 DEGREES TO THE SOUTH.  A NEW
 CP2536'REFERENCE MARK NO 3 WAS ESTABLISHED AND REFERENCE MARK NO 2 WAS RESET
 CP2536'NEAR THE SAME LOCATION AS REFERENCE MARK NO 4.  A 12-FOOT SIGNAL WAS
 CP2536'REQUIRED TO SEE THE AZIMUTH MARK.  THE NEW MADISON MUNICIPAL WATER
 CP2536'TANK WAS OBSERVED AS AN AZIMUTH.  A NEW DESCRIPTION FOLLOWS.
 CP2536'
 CP2536'STATION IS LOCATED ABOUT 6 MILES WEST AND 5 MILES SOUTH OF CANTON, 5
 CP2536'MILES NORTH-NORTHWEST OF MADISON AND 2 MILES WEST OF INTERSTATE
 CP2536'HIGHWAY 55, IN SECTION 18, T 8N, R 2E.
 CP2536'
 CP2536'TO REACH FROM EXIT 112 ON INTERSTATE HIGHWAY 55, ABOUT 4 MILES NORTH
 CP2536'OF MADISION, GO WEST ON PAVED ROAD FOR 1.8 MILES TO A SIDE ROAD ON
 CP2536'THE RIGHT, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.6 MILE TO
 CP2536'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.4 MILE TO A SIDE ROAD
 CP2536'AND STATION ON THE RIGHT.
 CP2536'
 CP2536'STATION MARK IS A STANDARD CGS DISK, STAMPED---GLUCKS 1959---SET IN A
 CP2536'SQUARE CONCRETE POST, 16 INCHES BELOW SURFACE OF GROUND.  IT IS 34.75
 CP2536'METERS (114.0 FEET) NORTH-NORTHWEST OF A LONG 26-INCH WALNUT TREE,
 CP2536'22.25 METERS (73.0 FEET) SOUTH-SOUTHEAST OF TELEPHONE CABLE JUNCTION
 CP2536'BOX, 11.27 METERS (37.0 FEET) EAST OF NORTH-SOUTH PAVED ROAD, 9.45
 CP2536'METERS (31.0 FEET) SOUTHEAST OF THE CENTER OF PAVED SIDE ROAD AND
 CP2536'2.65 METERS (8.7 FEET) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 CP2536'SIGN IN FENCELINE.
 CP2536'
 CP2536'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED---GLUCKS 1959 NO
 CP2536'3 1982---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CP2536'IT IS 8.99 METERS (29.5 FEET) NORTH OF A 12-INCH HICKORY TREE, 5.49
 CP2536'METERS (18.0 FEET) WEST OF THE CENTER OF NORTH-SOUTH ROAD, 2.59
 CP2536'METERS (8.5 FEET) NORTHEAST OF A 24-INCH OAK TREE, 0.76 METER (2.5
 CP2536'FEET) WEST OF FENCELINE AND 0.46 METER (1.5 FEET) NORTH OF A METAL
 CP2536'WITNESS POST AND SIGN.
 CP2536'
 CP2536'REFERENCE MARK NO 4 IS A STANDARD CGS DISK, STAMPED---GLUCKS NO 4
 CP2536'1959 1982---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 3
 CP2536'INCHES.  IT IS 7.92 METERS (26.0 FEET) NORTHWEST OF THE CENTER OF
 CP2536'SIDEROAD, 5.49 METERS (18.0 FEET) EAST OF THE CENTER OF NORTH-SOUTH
 CP2536'ROAD 2.74 METER (9.0 FEET) SOUTH OF TELEPHONE CABLE JUNCTION 130X,
 CP2536'1.16 METER (3.8 FEET) NORTH OF A METAL ROAD SIGN POLE AND 0.46 METER
 CP2536'(1.5 FEET) EAST OF A METAL WITNESS POST AND SIGN.
 CP2536'
 CP2536'AZIMUTH MARK IS A STANDRD CGS DISK, STAMPED---GLUCKS 1959---SET IN
 CP2536'TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS 16.45
 CP2536'METERS (54.0 FEET) NORTH OF A T-FENCE JUNCTION, 10.36 METERS (34.0
 CP2536'FEET) NORTHEAST OF THE CENTER OF JUNCTION OF DRIVEWAY TO HOUSE, 10.52
 CP2536'METERS (34.5 FEET) EAST AND DIRECTLY ACROSS ROAD FROM A LONE 36-INCH
 CP2536'OAK TREE, 6.40 METER (21.0 FEET) EAST OF THE CENTER OF PAVED ROAD,
 CP2536'0.43 METERS (1.4 FEET) EAST OF A METAL WITNESS POST AND SIGN AND 0.15
 CP2536'METER (0.5 FOOT) EAST OF FENCELINE.
 CP2536
 CP2536                          STATION RECOVERY (1989)
 CP2536
 CP2536'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP2536'THE STATION MARK AND REFERENCE MARK NO.4 WERE RECOVERED IN GOOD
 CP2536'CONDITION.  REFERENCE MARK NO.3 AND THE AZIMUTH MARK WERE NOT FOUND.
 CP2536'THE ROAD HAS BEEN WIDENED AND MARKS ARE BELIVED DESTROYED.
 CP2536'TO REACH FROM EXIT 112 ON I-55 AT GLUCKSTADT, GO WEST ON GLUCKSTADT
 CP2536'ROAD FOR 2.9 KM (1.80 MI) TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 CP2536'GO NORTH ON CATLETT ROAD FOR 1.69 KM (1.05 MI) TO A SIDE ROAD AND THE
 CP2536'STATION ON THE RIGHT.
 CP2536'STATION MARK IS A STANDARD DISK, STAMPED---GLUCKS 1959---SET IN TOP OF
 CP2536'A SQUARE CONCRETE POST, 0.41 M (1.3 FT) BELOW THE SURFACE OF THE
 CP2536'GROUND.  IT IS 19.51 M (64.0 FT) EAST NORTHEAST OF THE CENTER OF
 CP2536'CATLETT ROAD, 8.84 M (29.0 FT) SOUTHEAST OF THE CENTER OF QUAIL RIDGE
 CP2536'ROAD, 5.33 M (17.5 FT) NORTHEAST OF FENCE CORNER AND GATE, 2.13 M
 CP2536'(7.0 FT) SOUTHEAST OF A METAL WITNESS POST IN FENCELINE.
 CP2536'REFERENCE MARK NO.4 IS A STANDARD DISK, STAMPED---GLUCKS NO 4 1959
 CP2536'1982---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 0.10 M
 CP2536'(0.3 FT).  IT IS 21.64 M (71.0 FT) EAST NORTHEAST OF THE CENTER OF
 CP2536'CATLETT ROAD, 19.20 M (63.0 FT) SOUTH OF A POWER POLE WITH TRANSFORMER
 CP2536'AND GUY WIRE, 7.62 M (25.0 FT) NORTHWEST OF THE CENTER OF QUAIL RIDGE
 CP2536'ROAD, 6.86 M (22.5 FT) SOUTH OF A 10 INCH CEDAR, 1.98 M (6.5 FT) SOUTH
 CP2536'OF A TELEPHONE CABLE PED. AND 0.61 M (2.0 FT) EAST OF A METAL WITNESS
 CP2536'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2212 ***********************************************************************
 BH2212  DESIGNATION -  GO 1
 BH2212  PID         -  BH2212
 BH2212  STATE/COUNTY-  MS/JACKSON
 BH2212  USGS QUAD   -  KREOLE (1986)
 BH2212
 BH2212                         *CURRENT SURVEY CONTROL
 BH2212  ___________________________________________________________________
 BH2212* NAD 83(1993)-  30 25 26.27357(N)    088 27 16.17365(W)     NO CHECK  
 BH2212* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 BH2212  ___________________________________________________________________
 BH2212  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH2212  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH2212  HORZ ORDER  -  THIRD
 BH2212
 BH2212.The horizontal coordinates were established by classical geodetic methods
 BH2212.and adjusted by the National Geodetic Survey in May 1994.
 BH2212.No horizontal observational check was made to the station.
 BH2212
 BH2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2212
 BH2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2212
 BH2212.The geoid height was determined by GEOID03.
 BH2212
 BH2212;                    North         East     Units Scale Factor Converg.
 BH2212;SPC MS E     -   102,478.993   336,394.862   MT  0.99996633   +0 11 30.6
 BH2212;SPC MS E     -   336,216.50  1,103,655.48   sFT  0.99996633   +0 11 30.6
 BH2212;SPC AL W     -    47,382.733   508,302.568   MT  1.00003703   -0 29 00.2
 BH2212;UTM  16      - 3,366,663.603   360,310.312   MT  0.99984073   -0 44 12.0
 BH2212
 BH2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2212!SPC MS E     -   1.00000402  x   0.99996633  =   0.99997035
 BH2212!SPC AL W     -   1.00000402  x   1.00003703  =   1.00004105
 BH2212!UTM  16      -   1.00000402  x   0.99984073  =   0.99984475
 BH2212
 BH2212                          SUPERSEDED SURVEY CONTROL
 BH2212
 BH2212  NAD 83(1993)-  30 25 26.28091(N)    088 27 16.17089(W) AD(       ) 3
 BH2212  NAD 83(1986)-  30 25 26.29922(N)    088 27 16.16856(W) AD(       ) 3
 BH2212  NAD 27      -  30 25 25.57791(N)    088 27 16.11984(W) AD(       ) 3
 BH2212  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG    3  
 BH2212
 BH2212.Superseded values are not recommended for survey control.
 BH2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2212.See file dsdata.txt to determine how the superseded data were derived.
 BH2212
 BH2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6031066664(NAD 83)
 BH2212_MARKER: DD = SURVEY DISK
 BH2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2212
 BH2212  HISTORY     - Date     Condition        Report By
 BH2212  HISTORY     - 1977     MONUMENTED       ALHD
 BH2212
 BH2212                          STATION DESCRIPTION
 BH2212
 BH2212'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1977 (FLG)
 BH2212'STATION IS AN ALHD SURVEY DISK STAMPED--GO 1 1977--SET IN TOP OF
 BH2212'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS IN THE MEDIAN
 BH2212'OF U.S. HIGHWAY 90, 35 FEET NORTHWEST OF THE CENTER OF THE EAST
 BH2212'BOUND LANES, 30 FEET SOUTHEAST OF THE CENTER OF THE WEST BOUND
 BH2212'LANES, 101 FEET NORTHWEST OF A POWER POLE BETWEEN HIGHWAY AND
 BH2212'RAILROAD, 105 FEET SOUTHEAST OF A COMBINATION TELEPHONE AND
 BH2212'POWER POLE AND 90.5 FEET NORTH OF A SIGN ON WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1858 ***********************************************************************
 DK1858  DESIGNATION -  GOAT HILL
 DK1858  PID         -  DK1858
 DK1858  STATE/COUNTY-  MS/HUMPHREYS
 DK1858  USGS QUAD   -  BELLEWOOD (1965)
 DK1858
 DK1858                         *CURRENT SURVEY CONTROL
 DK1858  ___________________________________________________________________
 DK1858* NAD 83(1993)-  33 07 56.93671(N)    090 30 06.42548(W)     ADJUSTED  
 DK1858* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 DK1858  ___________________________________________________________________
 DK1858  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DK1858  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK1858  HORZ ORDER  -  SECOND
 DK1858
 DK1858.The horizontal coordinates were established by classical geodetic methods
 DK1858.and adjusted by the National Geodetic Survey in May 1994.
 DK1858
 DK1858.The orthometric height was scaled from a topographic map.
 DK1858
 DK1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1858
 DK1858.The geoid height was determined by GEOID03.
 DK1858
 DK1858;                    North         East     Units Scale Factor Converg.
 DK1858;SPC MS W     -   402,744.306   684,282.010   MT  0.99995304   -0 05 31.5
 DK1858;SPC MS W     - 1,321,336.94  2,245,015.23   sFT  0.99995304   -0 05 31.5
 DK1858;UTM  15      - 3,668,752.232   733,053.402   MT  1.00026972   +1 21 57.9
 DK1858
 DK1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1858!SPC MS W     -   0.99999776  x   0.99995304  =   0.99995080
 DK1858!UTM  15      -   0.99999776  x   1.00026972  =   1.00026748
 DK1858
 DK1858:                Primary Azimuth Mark                     Grid Az
 DK1858:SPC MS W     -  BELZONI FEDERAL COMPRESS CO TK           007 37 10.8
 DK1858:UTM  15      -  BELZONI FEDERAL COMPRESS CO TK           006 09 41.4
 DK1858
 DK1858|---------------------------------------------------------------------|
 DK1858| PID    Reference Object                     Distance      Geod. Az  |
 DK1858|                                                           dddmmss.s |
 DK1858| DK1818 BELZONI FEDERAL COMPRESS CO TK      APPROX. 5.6 KM 0073139.3 |
 DK1858| DK1823 BELZONI OIL WORKS WATER TANK        APPROX. 3.7 KM 0093009.7 |
 DK1858| CY6111 GOAT HILL AZ MK                                    0095658.0 |
 DK1858| DK1819 BELZONI MUNICIPAL TANK              APPROX. 4.9 KM 0122919.1 |
 DK1858| CY6112 GOAT HILL RM 1                       31.085 METERS 16849     |
 DK1858| CY6114 GOAT HILL RM 3                       30.983 METERS 16858     |
 DK1858| DK1859 120 1XC USE 1957                     26.053 METERS 25037     |
 DK1858| CY6113 GOAT HILL RM 2                       26.516 METERS 34944     |
 DK1858|---------------------------------------------------------------------|
 DK1858
 DK1858                          SUPERSEDED SURVEY CONTROL
 DK1858
 DK1858  NAD 83(1986)-  33 07 56.94860(N)    090 30 06.42108(W) AD(       ) 2
 DK1858  NAD 27      -  33 07 56.49940(N)    090 30 06.09340(W) AD(       ) 2
 DK1858
 DK1858.Superseded values are not recommended for survey control.
 DK1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1858.See file dsdata.txt to determine how the superseded data were derived.
 DK1858
 DK1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3305368752(NAD 83)
 DK1858_MARKER: DS = TRIANGULATION STATION DISK
 DK1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1858
 DK1858  HISTORY     - Date     Condition        Report By
 DK1858  HISTORY     - 1957     MONUMENTED       CGS
 DK1858  HISTORY     - 1974     GOOD             NGS
 DK1858  HISTORY     - 19740412 GOOD             USGS
 DK1858
 DK1858                          STATION DESCRIPTION
 DK1858
 DK1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1858'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MIDNIGHT AND
 DK1858'3.5 MILES SOUTH OF BELZONI, ON THE HIGHEST POINT OF A
 DK1858'NORTH-SOUTH RIDGE, ON THE EAST SIDE OF THE YAZOO RIVER AND ON
 DK1858'LAND OWNED BY THE BROWN ESTATE.  THE RIDGE IS FORMED BY THE
 DK1858'DREDGING OF THE YAZOO RIVER.  IT IS 86 FEET EAST OF A FENCE,
 DK1858'60 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10 INCH OAK TREE,
 DK1858'53 FEET WEST OF A FENCE AND 5 FEET NORTHWEST OF A WHITE WITNESS
 DK1858'POST.  THE MONUMENT IS SET FLUSH AND THE DISK IS STAMPED
 DK1858'GOAT HILL 1957.
 DK1858'
 DK1858'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER
 DK1858'THE YAZOO RIVER IN THE SOUTH END OF BELZONI, GO SOUTH AND
 DK1858'SOUTHEAST ON BLACKTOPPED AND GRAVELED ROAD ALONG THE EAST
 DK1858'SIDE OF THE YAZOO RIVER FOR 2.0 MILES TO A CROSSROAD.  TURN
 DK1858'RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.35 MILE.  TURN
 DK1858'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH
 DK1858'MARK ON THE LEFT.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2
 DK1858'MILE TO AN IMPLEMENT SHED ON THE LEFT.  TURN LEFT ON DIRT ROAD
 DK1858'FOR 0.05 MILE TO A ROAD FORK.  BEAR RIGHT ON FARM ROAD ALONG
 DK1858'THE WEST SIDE OF A CULTIVATED FIELD AND ON THE EAST SIDE OF
 DK1858'THE RIDGE AND FOLLOW FARM ROAD SOUTH FOR 0.3 MILE.  BEAR
 DK1858'RIGHT UP HILL FOR ABOUT 0.05 MILE TO THE HIGHEST POINT AND
 DK1858'STATION AS DESCRIBED.
 DK1858'
 DK1858'REFERENCE MARK 1 IS 100 FEET SOUTH OF THE WHITE WITNESS POST,
 DK1858'SET ALONG THE RIDGE ON ABOUT THE SAME ELEVATION AS THE STATION
 DK1858'MARK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GOAT HILL
 DK1858'NO 1 1957.
 DK1858'
 DK1858'REFERENCE MARK 2 IS 89 FEET NORTH OF THE WHITE WITNESS POST, 61
 DK1858'FEET NORTHWEST OF THE 10 INCH TRIANGULAR BLAZED OAK TREE AND
 DK1858'36 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS ABOUT 5 INCHES
 DK1858'AND THE DISK IS STAMPED GOAT HILL NO 2 1957.
 DK1858'
 DK1858'120 1XC (USE) IS 13 FEET EAST OF THE CENTERLINE OF THE
 DK1858'NORTH-SOUTH GRAVELED ROAD AND 3 FEET WEST OF A FENCE.  THE
 DK1858'MARK IS A BRONZE U.S. ENGINEER STATION MARK DISK BOLTED IN THE
 DK1858'TOP OF A 1-1/2 INCH IRON PIPE PROJECTING 8 INCHES.  THE PIPE
 DK1858'IS PAINTED YELLOW AND THE DISK IS STAMPED 120 1XC.
 DK1858'
 DK1858'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTERLINE OF THE
 DK1858'NORTH-SOUTH GRAVELED ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST
 DK1858'AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS ABOUT 4
 DK1858'INCHES AND THE DISK IS STAMPED GOAT HILL 1957.
 DK1858'
 DK1858'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1858
 DK1858                          STATION RECOVERY (1974)
 DK1858
 DK1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1858'THE STATION WAS VISITED 3-16-74 AND THE STATION WAS FOUND IN GOOD
 DK1858'CONDITION.  R.M. NO. 1 WAS FOUND DISTURBED, THE MONUMENT WAS
 DK1858'STRAIGHTENED UP IN THE GROUND, THE DISK STAMPED NO. 3 AND USED AS
 DK1858'REFERENCE MARK NO. 3.  R.M. NO. 2 WAS FOUND APPARENTLY IN GOOD
 DK1858'CONDITION, BUT THE DIRECTION FAILED TO CHECK BY 00 09 15, AND THE
 DK1858'DISTANCE WAS FOUND TO BE 0.33 FEET LONGER THAN THE 1957
 DK1858'DISTANCE.  120 LXC (USE) WAS FOUND APPARENTLY IN GOOD CONDITION BUT
 DK1858'THE DIRECTION FAILED TO CHECK BY 00 12 11 AND THE HORIZONTAL
 DK1858'DISTANCE CHECKED BY 0.1 FOOT.  THE AZIMUTH MARK WAS NOT FOUND AT
 DK1858'THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK1858'
 DK1858'THE STATION IS LOCATED ABOUT 2.3 MILES NORTH OF SILVER CITY, AND
 DK1858'3.5 MILES SOUTH OF BELZONI, IN THE NW 1/4 OF THE SW 1/4 OF SEC. 22,
 DK1858'T15 N, R 3W, ON THE EAST BANK OF THE SPOIL FORMED BY DREDGING THE
 DK1858'RIVER.  IT IS 95 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 60
 DK1858'FEET SOUTHWEST OF A TRIANGLED BLAZED TREE, 28 FEET WEST OF A TWIN
 DK1858'OAK TREE, 22 FEET NNW OF A 9 INCH OAK TREE, AND 1 FOOT WEST OF A
 DK1858'METAL WITNESS POST.  IT IS A TRIANGULATION DISK STAMPED GOAT HILL
 DK1858'1957, PROJECTING 4 INCHES.
 DK1858'
 DK1858'REFERENCE MARK NO. 2 IS 87.00 FEET NNW OF THE STATION, 90 FEET WEST
 DK1858'OF THE CENTER OF A GRAVELED ROAD, 61 FEET NW OF A TRIANGLED BLAZED
 DK1858'15-INCH OAK TREE, 73 FEET SE OF A 12-INCH SYCAMORE TREE, AND 1 FOOT
 DK1858'EAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 DK1858'GOAT HILL NO 2 1957, PROJECTING 8 INCHES.
 DK1858'
 DK1858'REFERENCE MARK NO. 3 IS 101.65 FEET SOUTH OF THE STATION, 108 FEET
 DK1858'WEST OF THE CENTER OF THE GRAVELED ROAD, 40 FEET WEST OF THE 12-INCH
 DK1858'TWIN OAK TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DK1858'REFERENCE MARK DISK STAMPED GOAT HILL NO 3 1957 1974, PROJECTING
 DK1858'8 INCHES.
 DK1858'
 DK1858'120 1XC (USE) IS 88.91 FEET SLOPE DISTANCE AND 85.42 HORIZONTAL
 DK1858'DISTANCE WEST OF THE STATION AND 24.6 FEET LOWER THAN THE STATION,
 DK1858'AT THE TOE OF THE LEVEE.  IT IS 13 FEET EAST OF THE CENTER OF A
 DK1858'TRACK ROAD, 21 FEET SOUTH OF AN 8-INCH PECAN TREE, 21 FEET NORTH
 DK1858'OF A 7-INCH LOCUST TREE.  IT IS AN IRON PIPE 1-1/2 INCH
 DK1858'DIAMETER PROJECTING 8 INCHES, THE CAP IS STAMPED 120 1XC.
 DK1858'
 DK1858'TO REACH THE STATION FROM THE JUNCTION OF ST. HY, 12 AND U.S. HY.
 DK1858'45W AT THE SOUTH EDGE OF BELZONI, GO EAST ON ST. HY, 12 FOR 0.45
 DK1858'MILE TO A CROSSROAD ON THE EAST SIDE OF THE YAZOO RIVER, TURN RIGHT
 DK1858'AND GO SOUTH ON BLACK TOP ROAD FOR 1.35 MILES TO A FORK, TAKE
 DK1858'RIGHT FORK, AND GO WEST AND SOUTH ON BLACK TOP ROAD FOR 0.65 MILE
 DK1858'TO A SMALL CEMETERY ON THE LEFT, CONTINUE SOUTH ON BLACK TOP ROAD FOR
 DK1858'0.85 MILE TO THE TOP OF THE HILL TO A SLIGHT CURVE TOP THE
 DK1858'LEFT AND THE STATION ON THE RIGHT ON THE HIGHEST PART OF THE
 DK1858'RIDGE.
 DK1858'
 DK1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES S. OF
 DK1858'BELZONI.
 DK1858
 DK1858                          STATION RECOVERY (1974)
 DK1858
 DK1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DK1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1431 ***********************************************************************
 CO1431  DESIGNATION -  GOBER
 CO1431  PID         -  CO1431
 CO1431  STATE/COUNTY-  MS/LEAKE
 CO1431  USGS QUAD   -  THOMASTOWN (1988)
 CO1431
 CO1431                         *CURRENT SURVEY CONTROL
 CO1431  ___________________________________________________________________
 CO1431* NAD 83(1993)-  32 51 20.07904(N)    089 42 33.28774(W)     ADJUSTED  
 CO1431* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CO1431  ___________________________________________________________________
 CO1431  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CO1431  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CO1431  HORZ ORDER  -  FIRST
 CO1431
 CO1431.The horizontal coordinates were established by classical geodetic methods
 CO1431.and adjusted by the National Geodetic Survey in May 1994.
 CO1431
 CO1431.The orthometric height was scaled from a topographic map.
 CO1431
 CO1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1431
 CO1431.The geoid height was determined by GEOID03.
 CO1431
 CO1431;                    North         East     Units Scale Factor Converg.
 CO1431;SPC MS E     -   372,363.264   218,012.764   MT  1.00003285   -0 28 30.8
 CO1431;SPC MS E     - 1,221,661.81    715,263.54   sFT  1.00003285   -0 28 30.8
 CO1431;SPC MS W     -   372,195.855   758,415.305   MT  0.99999206   +0 20 18.9
 CO1431;SPC MS W     - 1,221,112.57  2,488,234.21   sFT  0.99999206   +0 20 18.9
 CO1431;UTM  16      - 3,638,529.956   246,462.785   MT  1.00039268   -1 28 14.2
 CO1431
 CO1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1431!SPC MS E     -   0.99998009  x   1.00003285  =   1.00001294
 CO1431!SPC MS W     -   0.99998009  x   0.99999206  =   0.99997215
 CO1431!UTM  16      -   0.99998009  x   1.00039268  =   1.00037276
 CO1431
 CO1431:                Primary Azimuth Mark                     Grid Az
 CO1431:SPC MS E     -  GOBER AZ MK                              018 25 45.8
 CO1431:SPC MS W     -  GOBER AZ MK                              017 36 56.1
 CO1431:UTM  16      -  GOBER AZ MK                              019 25 29.2
 CO1431
 CO1431|---------------------------------------------------------------------|
 CO1431| PID    Reference Object                     Distance      Geod. Az  |
 CO1431|                                                           dddmmss.s |
 CO1431| CF9847 GOBER AZ MK                                        0175715.0 |
 CO1431| CO1445 MANSELL                             APPROX. 6.9 KM 2360105.6 |
 CO1431| CF9849 GOBER RM 2                                         25245     |
 CO1431| CF9848 GOBER RM 1                                         34751     |
 CO1431|---------------------------------------------------------------------|
 CO1431
 CO1431                          SUPERSEDED SURVEY CONTROL
 CO1431
 CO1431  NAD 83(1986)-  32 51 20.09068(N)    089 42 33.28556(W) AD(       ) 1
 CO1431  NAD 27      -  32 51 19.61300(N)    089 42 33.00200(W) AD(       ) 1
 CO1431
 CO1431.Superseded values are not recommended for survey control.
 CO1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1431.See file dsdata.txt to determine how the superseded data were derived.
 CO1431
 CO1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB4646338530(NAD 83)
 CO1431_MARKER: DD = SURVEY DISK
 CO1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1431_SP_SET: CONCRETE POST
 CO1431_STAMPING: GOBER 1934
 CO1431_MARK LOGO: CGS   
 CO1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1431+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1988
 CO1431
 CO1431  HISTORY     - Date     Condition        Report By
 CO1431  HISTORY     - 1934     MONUMENTED       CGS
 CO1431  HISTORY     - 1934     GOOD             CGS
 CO1431  HISTORY     - 1964     GOOD             MSHD
 CO1431  HISTORY     - 1970     GOOD             MSSU
 CO1431  HISTORY     - 1986     GOOD             MSU
 CO1431  HISTORY     - 19880303 GOOD             MSHD
 CO1431
 CO1431                          STATION DESCRIPTION
 CO1431
 CO1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1431'ABOUT 16 MILES SOUTHWEST OF KOSCIUSKO, 13 MILES NORTHWEST OF
 CO1431'CARTHAGE, IN THE NORTHWEST QUARTER OF SEC. 32, T. 12 N., R. 6 E.,
 CO1431'ON THE TOP OF AN ALMOST BARE HILL BUT WITH A FEW SCATTERED SMALL
 CO1431'PINES AND STUMPS, ON THE PROPERTY OF LEON GOBER OR DR. GOWAN, 12
 CO1431'PACES EAST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE, 13 PACES
 CO1431'SOUTH OF A 5-INCH PINE WITH A TRIANGULAR BLAZE.
 CO1431'
 CO1431'TO REACH FROM COURTHOUSE SQUARE IN KOSCIUSKO, GO SOUTH ON THE
 CO1431'NATCHEZ TRACE FOR 15.05 MILES TO THE MAIN INTERSECTION IN
 CO1431'THOMASTOWN, MISS., TURN RIGHT AT THE POST OFFICE AND GO 0.8 MILE
 CO1431'WEST TO FORKS, TAKE LEFT FORK FOR 1.85 MILES TO ANOTHER FORKS,
 CO1431'TAKE LEFT FORK AND GO 0.75 MILE TO A POINT WHERE THE MAIN ROAD
 CO1431'BENDS SHARPLY LEFT (EAST) AND A DIM FORK TURNS RIGHT.  THE
 CO1431'STATION IS ABOUT 100 YARDS (SOUTH) BEYOND THIS POINT ON THE
 CO1431'HIGHEST PART OF THE HILL.
 CO1431'
 CO1431'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1431'BRONZE DISKS SET IN CONCRETE.
 CO1431'
 CO1431'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 20 FEET
 CO1431'EAST OF THE CENTER LINE OF THE FIELD-ROAD LEADING TO THE STATION.
 CO1431'
 CO1431'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON A DOWN HILL SLOPE,
 CO1431'5 FEET LOWER THAN THE STATION, 18 YARDS WEST-SOUTHWEST OF AN
 CO1431'8-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.
 CO1431'
 CO1431'AZIMUTH MARK IS NORTHEAST OF THE STATION, ALONG THE ROAD LEADING
 CO1431'TO THE STATION AND 12 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 CO1431'THEREOF, OPPOSITE THE SIDE-ROAD LEADING OFF THE MAIN ROAD.
 CO1431'
 CO1431'A 90-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 CO1431'
 CO1431'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1431
 CO1431                          STATION RECOVERY (1934)
 CO1431
 CO1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CO1431'RECOVERED IN GOOD CONDITION.
 CO1431
 CO1431                          STATION RECOVERY (1964)
 CO1431
 CO1431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1431'THE STATION WAS VISITED MARCH 1964 AND THE STATION, RM 1, AND
 CO1431'RM 2 WERE FOUND IN GOOD CONDITION.
 CO1431'
 CO1431'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CO1431'
 CO1431'THE STATION IS REACHED FROM THE POST OFFICE IN THE VILLAGE OF
 CO1431'THOMASTOWN, BY GOING WEST ON A BLACK TOP ROAD FOR 0.8 MILE TO A
 CO1431'NEW BLACK TOP ROAD ON THE LEFT, TURN LEFT, AND GO 1.8 MILES
 CO1431'TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON GRAVEL ROAD AND GO
 CO1431'0.7 MILE TO A SHARP CURVE TO THE LEFT, CONTINUE FOR 0.05 MILE TO
 CO1431'THE MARK APPROXIMATELY 300 FEET TO THE RIGHT AND UP HILL.  THE AREA
 CO1431'HAS GROWN OVER WITH SMALL PINE TREES.
 CO1431'
 CO1431'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION, 1.0
 CO1431'FOOT NORTH OF RM 1, AND 1.0 FOOT WEST OF RM 2.
 CO1431
 CO1431                          STATION RECOVERY (1970)
 CO1431
 CO1431'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 CO1431'GOBER 1934 RECOVERED IN GOOD CONDITION - PROJECTING 6 INCHES.
 CO1431'
 CO1431'GOBER NO 1 1934 RECOVERED IN GOOD CONDITION - PROJECTING 1 FOOT.
 CO1431'
 CO1431'GOBER NO 2 1934 RECOVERED IN GOOD CONDITION - PROJECTING 9 INCHES.
 CO1431'
 CO1431'(AZ) UNKNOWN.
 CO1431'
 CO1431'TO REACH BY AMC IN 1964 ADEQUATE - WITNESS POSTS STILL MARK THE
 CO1431'LOCATIONS OF THE STATION AND 2 RMS.
 CO1431
 CO1431                          STATION RECOVERY (1986)
 CO1431
 CO1431'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (JL)
 CO1431'RECOVERED IN GOOD CONDITION.
 CO1431
 CO1431                          STATION RECOVERY (1988)
 CO1431
 CO1431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1431'THE STATION WAS VISITED 3/16/88 AND THE STATION MARK, REFERENCE MARK
 CO1431'NO.1 AND REFERENCE MARK NO.2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 CO1431'MARK WAS PREVIOUSLY REPORTED NOT FOUND AND WAS NOT FOUND AT THIS TIME.
 CO1431'THE STATION IS LOCATED 4.03 KM (2.50 MI) WEST OF THE VILLAGE OF
 CO1431'THOMASTOWN, IN THE NORTHWEST QUARTER OF SECTION 32, T 12N, R 6E.
 CO1431'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 429 AND 43 IN
 CO1431'THOMASTOWN, GO WEST ON HIGHWAY 429 FOR 1.29 KM (0.80 MI) TO A SIDE
 CO1431'ROAD LEFT, TURN LEFT AND GO WEST ON PAVED ROAD FOR 2.82 KM (1.75 MI)
 CO1431'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 CO1431'FOR 1.21 KM (0.75 MI) TO A PRIVATE ROAD AND THE STATION AS DESCRIBED.
 CO1431'THE STATION MARK IS A STANDARD DISK, STAMPED---GOBER 1934---SET IN TOP
 CO1431'OF A ROUND CONCRETE POST, PROJECTING 0.10 M (0.3 FT).  IT IS 57.91 M
 CO1431'(190.0 FT) WEST OF THE CENTER OF THE MAIN GRAVEL ROAD, 20.57 M
 CO1431'(67.5 FT) NORTHEAST OF AN 8 INCH HICKORY, 23.16 M (76.0 FT) EAST OF A
 CO1431'9 INCH OAK, 96.32 M (316.0 FT) SOUTH OF A PRIVATE ROAD AND 0.30 M
 CO1431'(1.0 FT) WEST OF A METAL WITNESS POST.
 CO1431'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---GOBER NO 1
 CO1431'1934---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.02 M
 CO1431'(0.1 FT).  IT IS 60.66 M (199.0 FT) SOUTH OF THE CENTER OF PRIVATE
 CO1431'ROAD, 0.91 M (3.0 FT) WEST OF A 6 INCH OAK AND 0.30 M (1.0 FT) WEST OF
 CO1431'A METAL WITNESS POST.
 CO1431'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---GOBER NO 2
 CO1431'1934---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.13 M
 CO1431'(0.4 FT).  IT IS 81.69 M (268.0 FT) WEST OF THE CENTER OF THE MAIN
 CO1431'GRAVEL ROAD, 21.49 M (70.5 FT) NORTHEAST OF A 12 INCH OAK, 3.51 M
 CO1431'(11.5 FT) SOUTHEAST OF A 6 INCH FORKED OAK, 2.59 M (8.5 FT) NORTH OF A
 CO1431'9 INCH OAK AND 0.30 SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1574 ***********************************************************************
 BV1574  DESIGNATION -  GOINS
 BV1574  PID         -  BV1574
 BV1574  STATE/COUNTY-  MS/JASPER
 BV1574  USGS QUAD   -  HEIDELBERG (1982)
 BV1574
 BV1574                         *CURRENT SURVEY CONTROL
 BV1574  ___________________________________________________________________
 BV1574* NAD 83(1993)-  31 57 34.55849(N)    088 56 58.70173(W)     ADJUSTED  
 BV1574* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 BV1574  ___________________________________________________________________
 BV1574  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 BV1574  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BV1574  HORZ ORDER  -  SECOND
 BV1574
 BV1574.The horizontal coordinates were established by classical geodetic methods
 BV1574.and adjusted by the National Geodetic Survey in May 1994.
 BV1574
 BV1574.The orthometric height was scaled from a topographic map.
 BV1574
 BV1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1574
 BV1574.The geoid height was determined by GEOID03.
 BV1574
 BV1574;                    North         East     Units Scale Factor Converg.
 BV1574;SPC MS E     -   272,675.571   289,005.607   MT  0.99995149   -0 03 41.6
 BV1574;SPC MS E     -   894,603.10    948,179.23   sFT  0.99995149   -0 03 41.6
 BV1574;UTM  16      - 3,537,617.337   315,749.686   MT  1.00001869   -1 01 56.2
 BV1574
 BV1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1574!SPC MS E     -   0.99997720  x   0.99995149  =   0.99992869
 BV1574!UTM  16      -   0.99997720  x   1.00001869  =   0.99999589
 BV1574
 BV1574|---------------------------------------------------------------------|
 BV1574| PID    Reference Object                     Distance      Geod. Az  |
 BV1574|                                                           dddmmss.s |
 BV1574| BV1894 GOINS RM 1                           20.636 METERS 13243     |
 BV1574| BV1896 GOINS AZ MK                                        1533348.8 |
 BV1574| BV1573 VOSSBURG MICROWAVE STA KKC 51       APPROX. 2.8 KM 1881723.1 |
 BV1574| BV1576 HEIDELBERG MUNICIPAL TANK           APPROX. 8.4 KM 2033555.7 |
 BV1574| CO1350 PAULDING LOT                        APPROX.12.2 KM 3141147.2 |
 BV1574| BV1895 GOINS RM 2                           28.331 METERS 35454     |
 BV1574|---------------------------------------------------------------------|
 BV1574
 BV1574                          SUPERSEDED SURVEY CONTROL
 BV1574
 BV1574  NAD 83(1993)-  31 57 34.57063(N)    088 56 58.70312(W) AD(       ) 2
 BV1574  NAD 83(1986)-  31 57 34.57200(N)    088 56 58.70295(W) AD(       ) 2
 BV1574  NAD 27      -  31 57 34.01900(N)    088 56 58.51700(W) AD(       ) 2
 BV1574
 BV1574.Superseded values are not recommended for survey control.
 BV1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1574.See file dsdata.txt to determine how the superseded data were derived.
 BV1574
 BV1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA1575037617(NAD 83)
 BV1574_MARKER: DS = TRIANGULATION STATION DISK
 BV1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1574_SP_SET: CONCRETE POST
 BV1574_STAMPING: GOINS 1956
 BV1574_MARK LOGO: CGS   
 BV1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1574+STABILITY: SURFACE MOTION
 BV1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1574+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 BV1574
 BV1574  HISTORY     - Date     Condition        Report By
 BV1574  HISTORY     - 1956     MONUMENTED       CGS
 BV1574  HISTORY     - 1956     GOOD             CGS
 BV1574  HISTORY     - 1958     GOOD             MSHD
 BV1574  HISTORY     - 1966     GOOD             MSHD
 BV1574  HISTORY     - 19940113 GOOD             MSHD
 BV1574
 BV1574                          STATION DESCRIPTION
 BV1574
 BV1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1574'STATION IS LOCATED ON THE PROPERTY OF JERDIN GOINS ON A HIGH HILL
 BV1574'ABOUT 6-1/2 MILES SOUTHWEST OF PACHUTA, 5-1/2 MILES NORTH OF
 BV1574'HEIDELBERG AND ABOUT 2 MILES NORTH OF VOSSBURG.
 BV1574'
 BV1574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 BV1574'HIGHWAY 18 IN PACHUTA, GO SOUTH ON HIGHWAY 11 FOR 9.15 MILES TO A
 BV1574'PAVED CROSSROAD. TURN RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR
 BV1574'0.9 MILE TO A FORK. TAKE RIGHT FORK AND CONTINUE ON PAVED ROAD FOR
 BV1574'0.2 MILE TO A RAILROAD UNDERPASS. CONTINUE ON THE PAVED ROAD FOR
 BV1574'0.3 MILE TO A GRAVEL ROAD LEFT. TURN LEFT AND GO WEST ON
 BV1574'WINDING GRAVEL ROAD FOR 0.9 MILE TO A RELAY MAST ON THE RIGHT.
 BV1574'CONTINUE ON THE GRAVEL ROAD WEST AND NORTHWEST FOR 1.8 MILES
 BV1574'TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.6
 BV1574'MILE TO A DRIVEWAY LEFT.  TURN LEFT AND FOLLOW DRIVEWAY FOR 0.05
 BV1574'MILE TO A HOUSE AND THE STATION.
 BV1574'
 BV1574'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE ON THE DIRT
 BV1574'ROAD SOUTH AND EAST FOR 0.45 MILE TO THE MARK ON THE LEFT AS
 BV1574'DESCRIBED.
 BV1574'
 BV1574'THE MARKS ARE STANDARD DISKS SET IN 12 INCH SQUARE CONCRETE MONUMENTS.
 BV1574'
 BV1574'THE STATION MARK, STAMPED GOINS 1956, IS 75 FEET NORTHEAST OF THE
 BV1574'EAST CORNER OF A FRAME HOUSE, 50 FEET SOUTHWEST OF A 24 INCH OAK
 BV1574'TREE, 11 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 3 FEET WEST OF
 BV1574'A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES.
 BV1574'
 BV1574'REFERENCE MARK 1, STAMPED GOINS NO 1 1956, IS 20 FEET SOUTHWEST OF A
 BV1574'24 INCH OAK TREE. THE MARK PROJECTS ABOUT 4 INCHES.
 BV1574'
 BV1574'REFERENCE MARK 2, STAMPED GOINS NO 2 1956, IS 54 FEET NORTHWEST OF
 BV1574'THE 24 INCH OAK TREE AND 12 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 BV1574'THE MARK PROJECTS ABOUT 4 INCHES.
 BV1574'
 BV1574'THE AZIMUTH MARK, STAMPED GOINS 1956, IS 15 FEET NORTH OF THE CENTER
 BV1574'OF A DIRT ROAD, 15 FEET EAST OF A 16 INCH OAK TREE AND 2 FEET WEST
 BV1574'OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES.
 BV1574
 BV1574                          STATION RECOVERY (1956)
 BV1574
 BV1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1574'RECOVERED IN GOOD CONDITION.
 BV1574
 BV1574                          STATION RECOVERY (1958)
 BV1574
 BV1574'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BV1574'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 BV1574
 BV1574                          STATION RECOVERY (1966)
 BV1574
 BV1574'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1574'THE STATION WAS VISITED 3-1-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1574'CONDITION.
 BV1574'
 BV1574'THE STATION IS REACHED FROM THE U.S. POST OFFICE ON HIGHWAY 11 IN
 BV1574'PACHUTA GO SOUTH FOR 9.3 MILES TO AN INTERSECTION, TURN RIGHT AND GO
 BV1574'0.15 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.7 MILES TO A FORK,
 BV1574'TAKE THE RIGHT FORK AND GO 0.55 MILES TO ANTOHER FORK, TAKE THE
 BV1574'LEFT FORK AND GO 2.75 MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT
 BV1574'AND GO 0.65 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.05
 BV1574'MILE TO THE RIGHT OF THE HOUSE AND THE STATION AS DESCRIBED. TO
 BV1574'REACH THE AZIMUTH FROM THE DRIVEWAY CONTINUE ON DIRT ROAD FOR
 BV1574'0.45 MILES TO THE MARK ON THE LEFT IN A TRIANGLE FORMED BY
 BV1574'ROADS. THE STATION DISK IS STAMPED GOINS (1956) AND PROJECTS 2
 BV1574'INCHES.
 BV1574'
 BV1574'IT IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 11 FEET
 BV1574'EAST OF THE CENTER OF DRIVEWAY, AND 1 FOOT EAST OF A METAL WITNESS
 BV1574'POST.
 BV1574'
 BV1574'R.M. 1 IS 20 FEET SOUTHWEST OF A 30 INCH OAK, 19 FEET SOUTH OF A
 BV1574'FENCE, STAMPED GOINS NO. 1 (1956) AND PROJECTS 4 INCHES.
 BV1574'
 BV1574'R.M 2 IS 54 FEET NORTHWEST OF A 24 INCH OAK, 12 FEET EAST OF THE
 BV1574'CENTER OF A DRIVE, STAMPED GOINS NO. 2 1956, AND PROJECTS 4 INCHES.
 BV1574'
 BV1574'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A DRIVE, 15 FEET
 BV1574'EAST OF A 16 INCH OAK, 1 FOOT NORTH OF A METAL WITNESS POST, STAMPED
 BV1574'GOINS (1956) AND PROJECTS 2 INCHES.
 BV1574
 BV1574                          STATION RECOVERY (1994)
 BV1574
 BV1574'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994
 BV1574'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF PACHUTA JUST
 BV1574'NORTH OF A HUNTING CLUB, 5.6 MI (9.0 KM) NORTHEAST OF HEIDELBERG AND
 BV1574'IS IN SECTION 3, T 1N, R 13E.
 BV1574'TO REACH FROM THE BRIDGE OVER I-59 AT THE VOSSBURG EXIT, GO SOUTHEAST
 BV1574'ON A PAVED ROAD FOR 0.55 MI (0.89 KM) TO A SIDE ROAD LEFT, TURN LEFT
 BV1574'AND GO EAST ON A NARROW GRAVEL ROAD FOR 0.6 MI (1.0 KM) TO A SIDE
 BV1574'ROAD AND A HUNTING CLUB AND THE MARK ON THE LEFT.
 BV1574'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1574'FLUSH WITH THE GROUND, ABOUT 60 YDS SOUTH OF A GAS LINE, 122.0 FT
 BV1574'(37.2 M) EAST OF THE CENTER OF A GRAVEL ROAD, 20.0 FT (6.1 M) EAST OF
 BV1574'THE CENTER OF A TRACK ROAD, 12.5 FT (3.8 M) EAST-SOUTHEAST OF AN
 BV1574'UPRIGHT RAILROAD TIE AND 1.5 FT (0.5 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2391 ***********************************************************************
 BW2391  DESIGNATION -  GOLE
 BW2391  PID         -  BW2391
 BW2391  STATE/COUNTY-  MS/JEFFERSON
 BW2391  USGS QUAD   -  LORMAN (1986)
 BW2391
 BW2391                         *CURRENT SURVEY CONTROL
 BW2391  ___________________________________________________________________
 BW2391* NAD 83(1993)-  31 46 12.93628(N)    091 05 17.29771(W)     ADJUSTED  
 BW2391* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BW2391  ___________________________________________________________________
 BW2391  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BW2391  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW2391  HORZ ORDER  -  SECOND
 BW2391
 BW2391.The horizontal coordinates were established by classical geodetic methods
 BW2391.and adjusted by the National Geodetic Survey in May 1994.
 BW2391
 BW2391.The orthometric height was scaled from a topographic map.
 BW2391
 BW2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2391
 BW2391.The geoid height was determined by GEOID03.
 BW2391
 BW2391;                    North         East     Units Scale Factor Converg.
 BW2391;SPC MS W     -   251,923.881   628,501.489   MT  1.00001302   -0 23 50.8
 BW2391;SPC MS W     -   826,520.27  2,062,008.64   sFT  1.00001302   -0 23 50.8
 BW2391;UTM  15      - 3,516,562.001   681,049.475   MT  1.00000428   +1 00 24.8
 BW2391
 BW2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2391!SPC MS W     -   0.99998981  x   1.00001302  =   1.00000283
 BW2391!UTM  15      -   0.99998981  x   1.00000428  =   0.99999409
 BW2391
 BW2391|---------------------------------------------------------------------|
 BW2391| PID    Reference Object                     Distance      Geod. Az  |
 BW2391|                                                           dddmmss.s |
 BW2391| CY3670 GOLE RM 1                            26.883 METERS 11819     |
 BW2391| BW2368 MCNAIR                              APPROX.15.4 KM 1400315.6 |
 BW2391| CY3671 GOLE RM 2                            29.407 METERS 18415     |
 BW2391|---------------------------------------------------------------------|
 BW2391
 BW2391                          SUPERSEDED SURVEY CONTROL
 BW2391
 BW2391  NAD 83(1986)-  31 46 12.95049(N)    091 05 17.29379(W) AD(       ) 2
 BW2391  NAD 27      -  31 46 12.36300(N)    091 05 16.91300(W) AD(       ) 2
 BW2391
 BW2391.Superseded values are not recommended for survey control.
 BW2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2391.See file dsdata.txt to determine how the superseded data were derived.
 BW2391
 BW2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR8104916562(NAD 83)
 BW2391_MARKER: DS = TRIANGULATION STATION DISK
 BW2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2391
 BW2391  HISTORY     - Date     Condition        Report By
 BW2391  HISTORY     - 1948     MONUMENTED       CGS
 BW2391  HISTORY     - 1956     GOOD             CGS
 BW2391  HISTORY     - 1970     GOOD             MSHD
 BW2391
 BW2391                          STATION DESCRIPTION
 BW2391
 BW2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2391'THE STATION IS LOCATED ON A HIGH PROMINENT RIDGE COVERED WITH
 BW2391'A HEAVY GROWTH OF PINE AND HARDWOOD TIMBER, ABOUT 4.7 MILES
 BW2391'NORTH-NORTHWEST OF FAYETTE, 2.0 MILES WEST-SOUTHWEST OF
 BW2391'MELTON, AND ON LAND OWNED BY THE FRENCH ESTATE OF NEW ORLEANS,
 BW2391'LOUISIANA.  THE MARK IS 33.5 FEET SOUTHWEST OF A 2-FOOT PINE
 BW2391'TREE, 28 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE ROAD,
 BW2391'AND 8.8 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6
 BW2391'INCHES, AND THE DISK IS STAMPED GOLE 1948.
 BW2391'
 BW2391'REFERENCE MARK NO. 1 IS 88.20 FEET EAST-SOUTHEAST OF THE
 BW2391'STATION, AND 4.5 FEET SOUTH OF A 2-FOOT PINE TREE.  THE MARK
 BW2391'PROJECTS 6 INCHES, AND THE DISK IS STAMPED GOLE NO 1 1948.
 BW2391'
 BW2391'REFERENCE MARK NO. 2 IS 96.48 FEET SOUTH OF THE STATION,
 BW2391'AND 50 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE ROAD.
 BW2391'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED GOLE NO
 BW2391'2 1948.
 BW2391'
 BW2391'NO AZIMUTH MARK WAS ESTABLISHED DUE TO HEAVY GROWTH OF TIMBER
 BW2391'NEAR STATION SITE.
 BW2391'
 BW2391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 BW2391'AND STATE HIGHWAY 20 IN FAYETTE, GO NORTH ON THE FORMER
 BW2391'FOR 1.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT, WESTERLY,
 BW2391'AND GO ON THE MAIN GRAVEL ROAD FOR 2.95 MILES TO A TRENCH
 BW2391'DIRT ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY, AND GO ON THE
 BW2391'MAIN DIRT ROAD FOR APPROXIMATELY 0.6 MILE TO A DIM ROAD FORK
 BW2391'ON THE RIGHT.  CONTINUE NORTHERLY FOR ABOUT 25 YARDS TO THE
 BW2391'STATION ON THE RIGHT.  THIS IS 0.1 MILE SOUTHWEST OF A ROAD
 BW2391'FORK.
 BW2391'
 BW2391'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2391
 BW2391                          STATION RECOVERY (1956)
 BW2391
 BW2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2391'THE STATION WAS VISITED 5-22-56 AND ALL MARKS WERE FOUND
 BW2391'IN GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE.
 BW2391
 BW2391                          STATION RECOVERY (1970)
 BW2391
 BW2391'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2391'THE STATION WAS VISITED 2-4-70 AND THE STATION MARK, REFERENCE
 BW2391'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  NO AZIMUTH
 BW2391'WAS SET FOR THIS STATION.
 BW2391'
 BW2391'THE STATION IS LOCATED 4.5 MILES NORTHWEST OF FAYETTE AND
 BW2391'4.3 MILES SOUTHWEST OF LORMAN AND ON PROPERTY OWNED BY THE
 BW2391'FRENCH ESTATE OF NEW ORLEANS.  IT IS 29 FEET EAST OF THE
 BW2391'CENTER OF A DIRT ROAD, 19 FEET EAST OF A TRIANGULAR BLAZED
 BW2391'12 INCH OAK, 29 FEET NORTH OF A TRIANGULAR BLAZED 9 INCH
 BW2391'OAK AND 1 FOOT EAST OF A METAL WITNESS POST.
 BW2391'
 BW2391'IT IS A C AND GS TRIANGULATION DISK, STAMPED GOLE 1948 PROJECTING
 BW2391'6 INCHES.
 BW2391'
 BW2391'REFERENCE MARK NO. 1 IS 88.20 FEET EAST SOUTHEAST OF THE
 BW2391'STATION.  IT IS 33 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 BW2391'13 INCH OAK, 40 FEET EAST SOUTHEAST OF A BLAZED 14 INCH OAK,
 BW2391'31.5 FEET EAST OF A 10 INCH BLAZED OAK AND 1 FOOT SOUTH
 BW2391'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2391'STAMPED GOLE 1948 NO 1, PROJECTING 6 INCHES.
 BW2391'
 BW2391'REFERENCE MARK NO. 2 IS 96.48 FEET SOUTH OF THE STATION.
 BW2391'IT IS 50 FEET EAST OF THE CENTER OF A DIRT ROAD, 16 FEET EAST
 BW2391'OF A TRIANGULAR BLAZED 10 INCH OAK, 31.5 FEET SOUTHEAST OF
 BW2391'A 14 INCH BLAZED OAK AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW2391'IT IS A C AND GS REFERENCE MARK DISK, STAMPED GOLE 1948
 BW2391'NO 2 PROJECTING 6 INCHES.
 BW2391'
 BW2391'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 100.49
 BW2391'FEET.
 BW2391'
 BW2391'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE
 BW2391'AT THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 28 IN
 BW2391'FAYETTE GO NORTH ON U.S. HIGHWAY 61 FOR 1.9 MILES TO A SIDE ROAD
 BW2391'LEFT ON THE NORTH SIDE OF A GROUP OF CHICKEN HOUSES.  TURN
 BW2391'LEFT (NORTHWEST) AND CONTINUE ON A GRAVELED ROAD FOR 2.9 MILES TO
 BW2391'A DIM SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND CONTINUE
 BW2391'ON A DIRT ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  CONTINUE
 BW2391'NORTH ON A DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE
 BW2391'RIGHT.
 BW2391'
 BW2391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BW2391'NORTHWEST OF FAYETTE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2020 ***********************************************************************
 DJ2020  DESIGNATION -  GOOD HOPE
 DJ2020  PID         -  DJ2020
 DJ2020  STATE/COUNTY-  MS/CARROLL
 DJ2020  USGS QUAD   -  MURDOCK LAKE (1982)
 DJ2020
 DJ2020                         *CURRENT SURVEY CONTROL
 DJ2020  ___________________________________________________________________
 DJ2020* NAD 83(1993)-  33 21 45.42664(N)    089 53 59.55354(W)     ADJUSTED  
 DJ2020* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DJ2020  ___________________________________________________________________
 DJ2020  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DJ2020  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DJ2020  HORZ ORDER  -  SECOND
 DJ2020
 DJ2020.The horizontal coordinates were established by classical geodetic methods
 DJ2020.and adjusted by the National Geodetic Survey in May 1994.
 DJ2020
 DJ2020.The orthometric height was scaled from a topographic map.
 DJ2020
 DJ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2020
 DJ2020.The geoid height was determined by GEOID03.
 DJ2020
 DJ2020;                    North         East     Units Scale Factor Converg.
 DJ2020;SPC MS W     -   428,338.450   740,339.604   MT  0.99997006   +0 14 18.2
 DJ2020;SPC MS W     - 1,405,307.06  2,428,930.85   sFT  0.99997006   +0 14 18.2
 DJ2020;UTM  16      - 3,695,245.097   230,173.353   MT  1.00049773   -1 35 44.6
 DJ2020
 DJ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2020!SPC MS W     -   0.99997909  x   0.99997006  =   0.99994915
 DJ2020!UTM  16      -   0.99997909  x   1.00049773  =   1.00047681
 DJ2020
 DJ2020:                Primary Azimuth Mark                     Grid Az
 DJ2020:SPC MS W     -  GOOD HOPE AZ MK                          145 27 58.9
 DJ2020:UTM  16      -  GOOD HOPE AZ MK                          147 18 01.7
 DJ2020
 DJ2020|---------------------------------------------------------------------|
 DJ2020| PID    Reference Object                     Distance      Geod. Az  |
 DJ2020|                                                           dddmmss.s |
 DJ2020| CF9851 GOOD HOPE AZ MK                                    1454217.1 |
 DJ2020| CF9852 GOOD HOPE RM 1                       25.124 METERS 15857     |
 DJ2020| CF9853 GOOD HOPE RM 2                       24.847 METERS 21737     |
 DJ2020|---------------------------------------------------------------------|
 DJ2020
 DJ2020                          SUPERSEDED SURVEY CONTROL
 DJ2020
 DJ2020  NAD 83(1986)-  33 21 45.43818(N)    089 53 59.55028(W) AD(       ) 2
 DJ2020  NAD 27      -  33 21 44.98700(N)    089 53 59.24830(W) AD(       ) 2
 DJ2020
 DJ2020.Superseded values are not recommended for survey control.
 DJ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2020.See file dsdata.txt to determine how the superseded data were derived.
 DJ2020
 DJ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB3017395245(NAD 83)
 DJ2020_MARKER: DS = TRIANGULATION STATION DISK
 DJ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2020+STABILITY: SURFACE MOTION
 DJ2020
 DJ2020  HISTORY     - Date     Condition        Report By
 DJ2020  HISTORY     - 1959     MONUMENTED       CGS
 DJ2020  HISTORY     - 1968     GOOD             MSHD
 DJ2020  HISTORY     - 19740501 GOOD             USGS
 DJ2020
 DJ2020                          STATION DESCRIPTION
 DJ2020
 DJ2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2020'THE STATION IS ABOUT 10 MILES SOUTH AND 1 MILE EAST OF CARROLLTON,
 DJ2020'9 MILES WEST AND 2 MILES NORTH OF VAIDEN, ON THE PROPERTY OF
 DJ2020'THE GOOD HOPE CHURCH AND IN THE SOUTHEAST 1/4 OF
 DJ2020'SECTION 5, T 17 N, R 4 E.  IT IS IN THE SOUTHEAST ANGLE OF A
 DJ2020'T-JUNCTION.
 DJ2020'
 DJ2020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 DJ2020'430 IN THE NORTH EDGE OF BLACK HAWK, GO EASTERLY ON HIGHWAY 430
 DJ2020'FOR 8.3 MILES TO A SIDE ROAD RIGHT, CONTINUE EAST FOR 0.35 MILE
 DJ2020'TO A SIDE ROAD LEFT (0.05 MILE BEFORE REACHING A FORK), TURN LEFT
 DJ2020'AND GO NORTHERLY FOR 1.1 MILES TO A CROSSROADS, TURN LEFT AND
 DJ2020'GO NORTHWESTERLY FOR 0.9 MILE TO A TRIANGLE BLAZED TREE AND THE
 DJ2020'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWEST FOR 0.25 MILE TO
 DJ2020'THE T-JUNCTION AND THE STATION ON THE LEFT.
 DJ2020'
 DJ2020'THE STATION MARKS ARE STANDARD DISKS, STAMPED GOOD HOPE 1959.  THE
 DJ2020'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 DJ2020'PROJECTING 8 INCHES.  IT IS 346 FEET SOUTH OF THE SOUTHEAST CORNER
 DJ2020'OF THE CHURCH, 162 FEET NORTH-NORTHEAST OF A POWER LINE POLE,
 DJ2020'102 FEET SOUTH OF THE INTERSECTION OF THE CENTERLINES OF THE
 DJ2020'T-JUNCTION, 55 FEET SOUTHWEST OF THE CENTER A GRADED ROAD, 49
 DJ2020'FEET EAST OF A GRADED ROAD AND 1.4 FEET SOUTH OF A METAL,
 DJ2020'WITNESS SIGNPOST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DJ2020'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 DJ2020'
 DJ2020'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOOD HOPE NO 1 1959,
 DJ2020'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 4
 DJ2020'INCHES.  IT IS 178 FEET SOUTH-SOUTHWEST OF THE T-JUNCTION AND 79
 DJ2020'FEET SOUTHWEST OF THE CENTER OF THE GRADED ROAD.
 DJ2020'
 DJ2020'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOOD HOPE NO 2 1959,
 DJ2020'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 6
 DJ2020'INCHES.  IT IS 81 FEET NORTH-NORTHEAST OF THE POWER LINE POLE AND
 DJ2020'35 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 DJ2020'
 DJ2020'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOOD HOPE 1959, SET
 DJ2020'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 6
 DJ2020'INCHES.  IT IS 177 FEET SOUTH OF A 10-INCH OAK TREE (NORTH 1 OF A
 DJ2020'3 TRUNKED TREE) WITH TRIANGLE BLAZE ON NORTH SIDE, 173 FEET
 DJ2020'SOUTHWEST OF THE CENTER OF THE GRADED ROAD, 96 FEET SOUTHWEST OF
 DJ2020'THE HIGHEST POINT OF A WOODED HILL AND 1.6 FEET SOUTHWEST OF
 DJ2020'A METAL, WITNESS SIGNPOST.
 DJ2020'
 DJ2020'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 80.30 FEET AND/OR 24.474
 DJ2020'METERS.
 DJ2020'
 DJ2020'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ2020
 DJ2020                          STATION RECOVERY (1968)
 DJ2020
 DJ2020'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DJ2020'THE STATION WAS VISITED 5-3-68 AND THE STATION MARK, REFERENCE
 DJ2020'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DJ2020'CONDITION.
 DJ2020'
 DJ2020'THE STATION IS LOCATED 7 MILES NORTHEAST OF BLACK HAWK, 9.2 MILES
 DJ2020'NORTHWEST OF VAIDEN, 10 MILES SOUTH-SOUTHEAST OF CARROLLTON IN THE
 DJ2020'SOUTHEAST 1/4 OF SECTION 5, T 17N, R 4E AND ON PROPERTY OWNED BY
 DJ2020'THE GOOD HOPE CHURCH.  IT IS 346 FEET SOUTH OF THE SOUTHEAST
 DJ2020'CORNER OF THE GOOD HOPE CHURCH, 102 FEET SOUTH OF THE CENTER OF
 DJ2020'THE T INTERSECTION, 51 FEET EAST OF THE CENTER OF A GRAVELED
 DJ2020'ROAD, 56 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 14
 DJ2020'FEET SOUTHWEST OF AN 8 INCH PINE, 162 FEET NORTH NORTHEAST OF A
 DJ2020'POWER LINE POLE, 98 FEET NORTHWEST OF A 12 INCH TWIN OAK
 DJ2020'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DJ2020'
 DJ2020'IT IS A STANDARD TRIANGULATION DISK, STAMPED GOOD HOPE 1959
 DJ2020'PROJECTING 8 INCHES.
 DJ2020'
 DJ2020'REFERENCE MARK NO. 1 IS 82.42 FEET SOUTH SOUTHEAST OF THE STATION.
 DJ2020'IT IS 178 FEET SOUTH SOUTHEAST OF THE CENTER OF THE
 DJ2020'T INTERSECTION, 79 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 DJ2020'ROAD, 40 FEET WEST SOUTHWEST OF A 12 INCH TWIN OAK, 142 FEET
 DJ2020'NORTHEAST OF A POWER LINE POLE, 110 FEET NORTH OF A 16 INCH
 DJ2020'TRIPLE OAK AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 DJ2020'STANDARD DISK, STAMPED GOOD HOPE NO 1 1959 PROJECTING 4
 DJ2020'INCHES.
 DJ2020'
 DJ2020'REFERENCE MARK NO. 2 IS 81.52 FEET SOUTHWEST OF THE STATION.  IT
 DJ2020'IS 34 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 19 FEET
 DJ2020'NORTHWEST OF A 9 INCH OAK, 81 FEET NORTH NORTHEAST OF A POWER
 DJ2020'LINE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 DJ2020'STANDARD REFERENCE MARK DISK STAMPED GOOD HOPE NO 2 1959
 DJ2020'PROJECTING 6 INCHES.
 DJ2020'
 DJ2020'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 80.30 FEET.
 DJ2020'
 DJ2020'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT IS
 DJ2020'173 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 96 FEET
 DJ2020'SOUTHWEST OF THE HIGHEST POINT OF A WOODED HILL, 61 FEET EAST
 DJ2020'SOUTHEAST OF A 10 INCH TRIANGULAR BLAZED OAK, 33.5 FEET NORTHWEST
 DJ2020'OF A TRIANGULAR BLAZED 12 INCH OAK, 64.5 FEET NORTH OF A 16 INCH
 DJ2020'TRIANGULAR BLAZED OAK AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 DJ2020'POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED GOOD HOPE
 DJ2020'1959 PROJECTING 6 INCHES.
 DJ2020'
 DJ2020'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAY 35
 DJ2020'AND U.S. HIGHWAY 82, AT THE SOUTHEAST EDGE OF CARROLLTON GO
 DJ2020'SOUTHEAST ON MISSISSIPPI HIGHWAY 35 FOR 8.1 MILES TO A SIDE ROAD
 DJ2020'RIGHT.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON A WINDING ALL
 DJ2020'WEATHER ROAD FOR 3.5 MILES TO A T INTERSECTION.  TURN LEFT
 DJ2020'(SOUTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR 3.15 MILES TO A
 DJ2020'SIDE ROAD AND THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF
 DJ2020'THE INTERSECTION JUST PAST THE GOOD HOPE CHURCH.  TO
 DJ2020'REACH THE AZIMUTH TURN LEFT (SOUTHEAST) AND CONTINUE ON AN ALL
 DJ2020'WEATHER ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 DJ2020'DESCRIBED.
 DJ2020'
 DJ2020'(NOTE) THE AZIMUTH IS NOT VISIBLE FROM THE STATION.
 DJ2020'
 DJ2020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES
 DJ2020'NORTHEAST OF BLACK HAWK
 DJ2020
 DJ2020                          STATION RECOVERY (1974)
 DJ2020
 DJ2020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 DJ2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0274 ***********************************************************************
 DK0274  DESIGNATION -  GOOD HOPE RM 2
 DK0274  PID         -  DK0274
 DK0274  STATE/COUNTY-  MS/HOLMES
 DK0274  USGS QUAD   -  THORNTON (1982)
 DK0274
 DK0274                         *CURRENT SURVEY CONTROL
 DK0274  ___________________________________________________________________
 DK0274* NAD 83(1986)-  33 06 05.     (N)    090 18 05.     (W)     SCALED    
 DK0274* NAVD 88     -        35.18   (+/-2cm)     115.4    (feet)  VERTCON   
 DK0274  ___________________________________________________________________
 DK0274  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DK0274  VERT ORDER  -  ? (See Below)
 DK0274
 DK0274.The horizontal coordinates were scaled from a topographic map and have
 DK0274.an estimated accuracy of +/- 6 seconds.
 DK0274
 DK0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0274.The vertical order pertains to the NGVD 29 superseded value.
 DK0274
 DK0274.The geoid height was determined by GEOID03.
 DK0274
 DK0274;                    North         East    Units  Estimated Accuracy
 DK0274;SPC MS W     -   399,280.      702,980.      MT  (+/- 180 meters Scaled)
 DK0274
 DK0274                          SUPERSEDED SURVEY CONTROL
 DK0274
 DK0274  NGVD 29 (??/??/??)   35.257  (m)          115.67   (f) ADJUSTED    ?  
 DK0274
 DK0274.Superseded values are not recommended for survey control.
 DK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0274.See file dsdata.txt to determine how the superseded data were derived.
 DK0274
 DK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS518657(NAD 83)
 DK0274_MARKER: DR = REFERENCE MARK DISK
 DK0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0274_STAMPING: GOOD HOPE NO 2 1957
 DK0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0274+STABILITY: SURFACE MOTION
 DK0274
 DK0274  HISTORY     - Date     Condition        Report By
 DK0274  HISTORY     - 1957     MONUMENTED       CGS
 DK0274  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0274
 DK0274                          STATION DESCRIPTION
 DK0274
 DK0274'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0274'2 MI NE FROM THORNTON.
 DK0274'THE MARK IS LOCATED ABOUT 7 MILES SW OF TCHULA, ABOUT 2 MILES NE OF
 DK0274'THORNTON AND ABOUT 2 MILES WEST OF MILESTON.  IT IS IN THE NORTH ANGLE
 DK0274'OF THE INTERSECTION OF U.S. HIGHWAY 49E AND A GRAVELED CROSSROAD ON
 DK0274'PROPERTY OWNED BY S.S. LOVE.  TO REACH FROM THE INTERSECTION OF U.S.
 DK0274'HIGHWAY 49E AND A BLACK TOP ROAD IN THORNTON GO NORTH AND NE ON
 DK0274'HIGHWAY 49E FOR 2.05 MILES TO A GRAVELED CROSSROAD AND STATION AS
 DK0274'DESCRIBED.  THE MARK IS A USC AND GS DISK, STAMPED GOOD HOPE NO 2
 DK0274'1957, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 DK0274'32 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 10 FEET SOUTH OF
 DK0274'A FENCE CORNER AND 1 FOOT EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1213 ***********************************************************************
 CO1213  DESIGNATION -  GOOD RESET
 CO1213  PID         -  CO1213
 CO1213  STATE/COUNTY-  MS/LAUDERDALE
 CO1213  USGS QUAD   -  TOOMSUBA (1982)
 CO1213
 CO1213                         *CURRENT SURVEY CONTROL
 CO1213  ___________________________________________________________________
 CO1213* NAD 83(1993)-  32 26 04.82662(N)    088 36 29.11181(W)     ADJUSTED  
 CO1213* NAVD 88     -       190.4    (meters)     625.     (feet)  VERTCON   
 CO1213  ___________________________________________________________________
 CO1213  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CO1213  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CO1213  HORZ ORDER  -  FIRST
 CO1213
 CO1213.The horizontal coordinates were established by classical geodetic methods
 CO1213.and adjusted by the National Geodetic Survey in May 1994.
 CO1213
 CO1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1213
 CO1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1213
 CO1213.The geoid height was determined by GEOID03.
 CO1213
 CO1213;                    North         East     Units Scale Factor Converg.
 CO1213;SPC MS E     -   325,370.498   321,182.210   MT  0.99995553   +0 07 14.9
 CO1213;SPC MS E     - 1,067,486.38  1,053,745.30   sFT  0.99995553   +0 07 14.9
 CO1213;UTM  16      - 3,589,755.734   348,820.080   MT  0.99988184   -0 51 45.5
 CO1213
 CO1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1213!SPC MS E     -   0.99997452  x   0.99995553  =   0.99993006
 CO1213!UTM  16      -   0.99997452  x   0.99988184  =   0.99985637
 CO1213
 CO1213:                Primary Azimuth Mark                     Grid Az
 CO1213:SPC MS E     -  AIRWAY BEACON NO 51                      017 46 01.2
 CO1213:UTM  16      -  AIRWAY BEACON NO 51                      018 45 01.6
 CO1213
 CO1213|---------------------------------------------------------------------|
 CO1213| PID    Reference Object                     Distance      Geod. Az  |
 CO1213|                                                           dddmmss.s |
 CO1213| CO1214 AIRWAY BEACON NO 51                 APPROX. 3.1 KM 0175316.1 |
 CO1213| CO1699 GOOD RM 1                            33.129 METERS 03740     |
 CO1213| CO1701 GOOD AZ MK                                         1520428.4 |
 CO1213| CO1700 GOOD RM 3                            33.434 METERS 16413     |
 CO1213| CO1227 MERIDIAN LOOKOUT TOWER              APPROX. 8.4 KM 1953135.7 |
 CO1213| CO1225 MERIDIAN ATT MICROWAVE RELAY TR KKO APPROX.14.2 KM 2115716.2 |
 CO1213| CO1224 MERIDIAN RAD STA KKB 238 MAST       APPROX.14.1 KM 2134331.9 |
 CO1213| CO1226 MERIDIAN NATL STORAGE AND WHSE CO T APPROX.10.2 KM 2253928.0 |
 CO1213| CO1233 MERIDIAN THREEFOOT BUILDING CHIMNEY APPROX.11.7 KM 2281702.9 |
 CO1213| CO1242 MERIDIAN STATE INSANE ASYLUM WATER  APPROX.12.9 KM 2395138.9 |
 CO1213| CF9850 GOOD RM 2                            23.397 METERS 31205     |
 CO1213|---------------------------------------------------------------------|
 CO1213
 CO1213                          SUPERSEDED SURVEY CONTROL
 CO1213
 CO1213  NAD 83(1993)-  32 26 04.83628(N)    088 36 29.11286(W) AD(       ) 1
 CO1213  NAD 83(1986)-  32 26 04.83906(N)    088 36 29.11500(W) AD(       ) 1
 CO1213  NAD 27      -  32 26 04.33222(N)    088 36 28.96928(W) AD(       ) 1
 CO1213  NGVD 29 (07/19/86)  190.4    (m)          625.     (f) VERT ANG    3  
 CO1213
 CO1213.Superseded values are not recommended for survey control.
 CO1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1213.See file dsdata.txt to determine how the superseded data were derived.
 CO1213
 CO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4882089756(NAD 83)
 CO1213_MARKER: DS = TRIANGULATION STATION DISK
 CO1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1213
 CO1213  HISTORY     - Date     Condition        Report By
 CO1213  HISTORY     - 1962     MONUMENTED       CGS
 CO1213  HISTORY     - 1964     GOOD             MSHD
 CO1213  HISTORY     - 1964     GOOD             MSHD
 CO1213  HISTORY     - 1988     GOOD             LOCSUR
 CO1213
 CO1213                          STATION DESCRIPTION
 CO1213
 CO1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (AKH)
 CO1213'THE STATION WAS VISITED 8-24-62 AND THE STATION SURFACE MARK AND
 CO1213'UNDERGROUND MARK WERE FOUND DESTROYED WHEN ABOUT 4 FEET OF THE TOP
 CO1213'OF THE HILL WAS EXCAVATED FOR THE SITE OF THE FAA REMOTE
 CO1213'CONTROL, AIR TO GROUND COMMUNICATIONS BUILDING AND TOWERS.  THE
 CO1213'REFERENCE MARKS NO. 1 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 CO1213'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT WAS OBSTRUCTED
 CO1213'FROM THE STATION BY A HEAVY GROWTH OF TIMBER.  THE LOCATION OF
 CO1213'THE STATION WAS REDETERMINED FROM THE MEASUREMENTS OF THE
 CO1213'REFERENCE MARKS AND THE ANGLES BETWEEN THE REFERENCE MARKS AND
 CO1213'WTOK AND WCOC TV MASTS IN MERIDIAN.  A NEW SURFACE AND
 CO1213'UNDERGROUND MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS-
 CO1213'
 CO1213'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MERIDIAN AND
 CO1213'ABOUT 2 MILES NORTHWEST OF THE COMMUNITY OF RUSSELLS, ON
 CO1213'PROPERTY OWNED BY THE FAA AND SURROUNDED BY LAND OWNED BY WESLY
 CO1213'CLARK.  IT IS 49.7 FEET EAST-NORTHEAST OF THE SOUTHEAST
 CO1213'CORNER OF THE CONCRETE BLOCK BUILDING OF THE RCAG BUILDING,
 CO1213'50 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 CO1213'8.5 FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL
 CO1213'OF THE BUILDING, 54.5 FEET SOUTHEAST OF THE CENTER OF THE
 CO1213'NORTHEAST ONE OF FOUR TOWERS, 55 FEET NORTHEAST OF THE
 CO1213'SOUTHEAST TOWER, 22.8 FEET WEST OF A FENCE LINE, 101 FEET
 CO1213'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCE AROUND
 CO1213'THE RCAG CONCRETE BLOCK BUILDING, 49 FEET NORTHWEST OF A
 CO1213'TRIANGULAR BLAZED 12-INCH TWIN OAK TREES.  IT IS A STANDARD
 CO1213'DISK STAMPED GOOD 1930, 1954, 1962, PROJECTING 2 INCHES.
 CO1213'
 CO1213'REFERENCE MARK NO. 1 IS 108.68 FEET NORTHEAST OF THE STATION,
 CO1213'43.5 FEET SOUTHEAST OF THE RCAG NORTHWEST FENCE CORNER, 41.5
 CO1213'FEET EAST OF A FENCE LINE AND 14.5 FEET SOUTHEAST OF THE CENTER
 CO1213'OF A TRACK ROAD.  IT IS A STANDARD DISK, STAMPED GOOD NO 1 1930,
 CO1213'PROJECTING 2 INCHES.
 CO1213'
 CO1213'REFERENCE MARK NO. 3 IS 109.78 FEET SOUTH-SOUTHEAST OF THE
 CO1213'STATION, 12 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CO1213'RCAG FENCE, 77 FEET EAST OF A POWER POLE, 107 FEET EAST OF THE
 CO1213'DRIVEWAY LEADING TO THE RCAG STATION, 3 FEET WEST OF A 2 STRAND
 CO1213'BARBED WIRE FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 CO1213'IT IS A STANDARD DISK STAMPED GOOD NO 3 1954, ABOUT 4 INCHES
 CO1213'BELOW THE SURFACE OF THE GROUND.
 CO1213'
 CO1213'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 99 FEET WEST
 CO1213'OF THE CENTER OF THE ROAD LEADING TO THE STATION, 15 FEET
 CO1213'NORTHWEST OF AN OLD ROAD, 53 FEET EAST OF A FENCE LINE AND 19
 CO1213'FEET EAST-NORTHEAST OF A 6-INCH OAK TREE.  IT IS A STANDARD DISK,
 CO1213'GOOD 1954, PROJECTS 2 INCHES.
 CO1213'
 CO1213'TO REACH THE STATION FROM THE POST OFFICE AT RUSSELL, GO
 CO1213'NORTHEAST ON U.S. HIGHWAY 80 FOR 1 BLOCK, TURN LEFT, CROSSING THE
 CO1213'TRACK AND GO 1.6 MILES TO A REVERSE Y, TURN SHARP LEFT AND GO
 CO1213'WEST FOR 0.6 MILE TO A SIDE ROAD RIGHT LEADING DOWNHILL, TURN
 CO1213'RIGHT AND GO NORTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 CO1213'JUST AFTER PASSING A CATTLE GUARD, CONTINUE FOR 0.2 MILE TO THE
 CO1213'TOP OF THE HILL AND THE STATION.
 CO1213
 CO1213                          STATION RECOVERY (1964)
 CO1213
 CO1213'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1213'THE STATION WAS VISITED JANUARY 1964 AND ALL MARKS WERE FOUND IN
 CO1213'GOOD CONDITION.
 CO1213'
 CO1213'THE 1962 RECOVERY BY A.K.H. IS ADEQUATE.
 CO1213'
 CO1213'A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 CO1213
 CO1213                          STATION RECOVERY (1964)
 CO1213
 CO1213'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1213'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 CO1213'AS DESCRIBED BY A.K.H. IN 1962.  THE 1962 RECOVERY IS CORRECT
 CO1213'AND ADEQUATE.  THE AZIMUTH MARK COULD NOT BE OBSERVED DUE TO A
 CO1213'DENSE AND HEAVY GROWTH OF TIMBER.
 CO1213'
 CO1213'OBSERVATIONS MADE FROM 50 FOOT TOWER.
 CO1213'
 CO1213'HEIGT OF LIGHT ABOVE STATION MARK 16 METERS.
 CO1213
 CO1213                          STATION RECOVERY (1988)
 CO1213
 CO1213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (SC)
 CO1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1860 ***********************************************************************
 DK1860  DESIGNATION -  GOODEN
 DK1860  PID         -  DK1860
 DK1860  STATE/COUNTY-  MS/HUMPHREYS
 DK1860  USGS QUAD   -  RICHEY (1965)
 DK1860
 DK1860                         *CURRENT SURVEY CONTROL
 DK1860  ___________________________________________________________________
 DK1860* NAD 83(1993)-  33 06 41.48750(N)    090 37 39.50870(W)     ADJUSTED  
 DK1860* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 DK1860  ___________________________________________________________________
 DK1860  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DK1860  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1860  HORZ ORDER  -  SECOND
 DK1860
 DK1860.The horizontal coordinates were established by classical geodetic methods
 DK1860.and adjusted by the National Geodetic Survey in May 1994.
 DK1860
 DK1860.The orthometric height was scaled from a topographic map.
 DK1860
 DK1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1860
 DK1860.The geoid height was determined by GEOID03.
 DK1860
 DK1860;                    North         East     Units Scale Factor Converg.
 DK1860;SPC MS W     -   400,445.937   672,531.953   MT  0.99995930   -0 09 38.8
 DK1860;SPC MS W     - 1,313,796.38  2,206,465.25   sFT  0.99995930   -0 09 38.8
 DK1860;UTM  15      - 3,666,154.969   721,362.334   MT  1.00020421   +1 17 47.3
 DK1860
 DK1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1860!SPC MS W     -   0.99999915  x   0.99995930  =   0.99995845
 DK1860!UTM  15      -   0.99999915  x   1.00020421  =   1.00020336
 DK1860
 DK1860|---------------------------------------------------------------------|
 DK1860| PID    Reference Object                     Distance      Geod. Az  |
 DK1860|                                                           dddmmss.s |
 DK1860| CY6123 GOODEN RM 3                          47.637 METERS 00738     |
 DK1860| CY6121 GOODEN RM 1                          32.982 METERS 08716     |
 DK1860| CY6122 GOODEN RM 2                          30.523 METERS 18405     |
 DK1860| DK1862 STRAIGHT                            APPROX. 7.6 KM 2111827.0 |
 DK1860| DK1861 USE MARK NEAR GOODEN 1957            99.033 METERS 24347     |
 DK1860| CY6120 GOODEN AZ MK                                       2680453.5 |
 DK1860|---------------------------------------------------------------------|
 DK1860
 DK1860                          SUPERSEDED SURVEY CONTROL
 DK1860
 DK1860  NAD 83(1986)-  33 06 41.49947(N)    090 37 39.50386(W) AD(       ) 2
 DK1860  NAD 27      -  33 06 41.05160(N)    090 37 39.16440(W) AD(       ) 2
 DK1860
 DK1860.Superseded values are not recommended for survey control.
 DK1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1860.See file dsdata.txt to determine how the superseded data were derived.
 DK1860
 DK1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2136266155(NAD 83)
 DK1860_MARKER: DS = TRIANGULATION STATION DISK
 DK1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1860
 DK1860  HISTORY     - Date     Condition        Report By
 DK1860  HISTORY     - 1957     MONUMENTED       CGS
 DK1860  HISTORY     - 1974     GOOD             NGS
 DK1860
 DK1860                          STATION DESCRIPTION
 DK1860
 DK1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1860'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF LOUISE, 9 MILES
 DK1860'SOUTHWEST OF BELZONI ON PROPERTY OWNED BY MR. W.W. WRIGHT
 DK1860'WHO LIVES AT THE STATION SITE.  IT IS 109 FEET WEST OF THE
 DK1860'NORTHWEST CORNER OF MR. WRIGHTS FRAME HOUSE, 32 FEET SOUTH
 DK1860'OF THE CENTERLINE OF A GRAVELED ROAD AND 28 FEET NORTHWEST
 DK1860'OF A WHITE WITNESS POST THAT WAS SET AT THE SOUTHWEST
 DK1860'CORNER OF A SMALL TIN BUILDING.  THE MONUMENT IS FLUSH AND
 DK1860'THE DISK IS STAMPED GOODEN 1957.
 DK1860'
 DK1860'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LOUISE, GO
 DK1860'NORTH ON HIGHWAY 49W FOR 4.65 MILES TO A CROSSROAD IN THE
 DK1860'VILLAGE OF MIDNIGHT.  TURN LEFT AND GO WEST AND NORTH ON
 DK1860'SURFACED ROAD FOR 0.6 MILE TO A Y-INTERSECTION.  TAKE LEFT
 DK1860'FORK AND CONTINUE WEST AND NORTH ON SURFACED ROAD FOR 2.15
 DK1860'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 DK1860'GRAVELED ROAD FOR 3.7 MILES TO A REVERSE Y-INTERSECTION
 DK1860'AND A BRICK STORE BUILDING ON THE LEFT.  TAKE LEFT FORK AND
 DK1860'GO WESTERLY ON GRAVELED ROAD FOR 0.95 MILES TO THE STATION
 DK1860'ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.3
 DK1860'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DK1860'
 DK1860'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 DK1860'GRAVELED ROAD, 22 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DK1860'FRAME HOUSE AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT
 DK1860'PROJECTS 2 INCHES AND THE DISK IS STAMPED GOODEN NO 1 1957.
 DK1860'
 DK1860'REFERENCE MARK 2 IS AT THE SOUTHWEST END OF A SMALL STORAGE LOT,
 DK1860'69 FEET WEST OF THE NORTHWEST CORNER OF A SMALL FRAME BUILDING
 DK1860'AND 131 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.
 DK1860'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GOODEN
 DK1860'NO 2 1957.
 DK1860'
 DK1860'THE USE MARK IS IN A CULTIVATED FIELD, 2 FEET SOUTH OF A COMBINED
 DK1860'POWER LINE AND TELEPHONE POLE AND 159 FEET SOUTH OF THE
 DK1860'CENTERLINE OF THE GRAVELED ROAD.  THE MARK IS A STANDARD
 DK1860'U.S. ENGINEER DEPARTMENT BRONZE TABLET, UNSTAMPED, BOLTED
 DK1860'TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT PROJECTS 6 INCHES.
 DK1860'
 DK1860'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 DK1860'SMALL FRAME HOUSE, 25 FEET NORTH OF THE CENTERLINE OF THE
 DK1860'GRAVELED ROAD, 2 FEET EAST OF A POWER LINE POLE, 1 FOOT NORTHEAST
 DK1860'OF A WHITE WITNESS POST AND IS ON PROPERTY OWNED BY MR. WILL
 DK1860'HEMPIER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DK1860'GOODEN 1957.
 DK1860'
 DK1860'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1860
 DK1860                          STATION RECOVERY (1974)
 DK1860
 DK1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1860'THE STATION WAS VISITED 3-27-73 AND THE STATION MARK AND R.M. NO. 1
 DK1860'WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS DESTROYED PRIOR TO
 DK1860'THIS DATE.  R.M. NO. 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH
 DK1860'MARK AND THE U.S.E. MARK NEAR THE STATION WERE NOT FOUND AT THIS
 DK1860'DATE.  A NEW DESCRIPTION FOLLOWS--
 DK1860'
 DK1860'THE STATION IS LOCATED 7.7 MILES WNW OF SILVER SPRINGS, 9.3 MILES
 DK1860'SW OF BELZONI, 5.2 MILES NW OF MIDNIGHT, IN AN IMPLEMENT PARKING
 DK1860'ARER, JUST WEST OF A FRAME HOUSE, IN THE SE 1/4 OF SEC. 29, T 15 N,
 DK1860'R 4 W, ON THE PROPERTY OWNED BY VARDAMAN PICKEL.  IT IS 37 FEET
 DK1860'SOUTH OF THE CENTER OF A BLACK TOP ROAD, 109 FEET WEST OF THE
 DK1860'NORTHWEST CORNER OF THE FRAME HOUSE, 194 FEET NW OF A UTILITY
 DK1860'POLE WITH A TRANSFORMER AND A GUY WIRE, 112 FEET NW OF A WATER
 DK1860'WELL.  IT IS TRIANGULATION STATION DISK STAMPED GOODEN 1957,
 DK1860'ABOUT 2 INCHES BELOW THE GROUND.
 DK1860'
 DK1860'REFERENCE MARK NO. 1 IS 108.21 FEET EAST OF THE STATION, 25 FEET
 DK1860'SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 22 FEET NORTH OF THE
 DK1860'NORTHWEST CORNER OF THE FRAME HOUSE, 6.5 FEET WEST OF THE PROJECTED
 DK1860'PLANE OF THE WEST WALL OF THE HOUSE, 62 FEET WEST OF A 36-INCH ELM
 DK1860'TREE, 3.5 FEET NORTH OF THE TRUNK OF A CHINABERRY TREE, 1 FOOT
 DK1860'WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  A
 DK1860'REFERENCE MARK DISK STAMPED GOODEN NO I 1957, PROJECTING 2
 DK1860'INCHES.
 DK1860'
 DK1860'REFERENCE MARK NO. 3 IS 156.29 FEET NORTH OF THE STATION, 119 FEET
 DK1860'NORTH OF THE BLACKTOP ROAD, 15 FEET NORTHEAST OF THE CENTER OF A
 DK1860'FIELD ROAD, 5.5 FEET NNW OF AN 8-INCH PECAN TREE AND 1 FOOT SSE OF A
 DK1860'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED GOODEN NO
 DK1860'3 1957 1974 PROJECTING 4 INCHES.
 DK1860'
 DK1860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND
 DK1860'U.S. HIGHWAY 49W AT THE SOUTHWEST EDGE OF BELZONI, GO SOUTH ON
 DK1860'U.S. HIGHWAY 49W FOR 2.0 MILES TO A SIDE ROAD RIGHT, JUST BEYOND
 DK1860'THE LOOKOUT TOWER.  TURN RIGHT AND GO WEST ON A BLACK TOP ROAD FOR
 DK1860'5.4 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A BLACK TOP
 DK1860'ROAD FOR 1.7 MILES TO A FORK, AND AN ABANDONED BRICK STORE IN
 DK1860'THE FORKS, TAKE RIGHT FORK AND GO SOUTHWEST FOR 1.05 MILE ON A
 DK1860'BLACK TOP ROAD TO A FRAME HOUSE AND THE STATION ON THE LEFT.
 DK1860'
 DK1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.3 MILES SW
 DK1860'OF BELZONI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1452 ***********************************************************************
 CO1452  DESIGNATION -  GOODMAN
 CO1452  PID         -  CO1452
 CO1452  STATE/COUNTY-  MS/HOLMES
 CO1452  USGS QUAD   -  GOODMAN (1982)
 CO1452
 CO1452                         *CURRENT SURVEY CONTROL
 CO1452  ___________________________________________________________________
 CO1452* NAD 83(1993)-  32 58 08.24698(N)    089 55 00.30945(W)     ADJUSTED  
 CO1452* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 CO1452  ___________________________________________________________________
 CO1452  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CO1452  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO1452  HORZ ORDER  -  FIRST
 CO1452
 CO1452.The horizontal coordinates were established by classical geodetic methods
 CO1452.and adjusted by the National Geodetic Survey in May 1994.
 CO1452
 CO1452.The orthometric height was scaled from a topographic map.
 CO1452
 CO1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1452
 CO1452.The geoid height was determined by GEOID03.
 CO1452
 CO1452;                    North         East     Units Scale Factor Converg.
 CO1452;SPC MS W     -   384,673.834   738,942.627   MT  0.99996869   +0 13 36.1
 CO1452;SPC MS W     - 1,262,050.74  2,424,347.60   sFT  0.99996869   +0 13 36.1
 CO1452;SPC MS E     -   385,117.931   198,718.127   MT  1.00007644   -0 35 22.7
 CO1452;SPC MS E     - 1,263,507.75    651,961.05   sFT  1.00007644   -0 35 22.7
 CO1452;UTM  16      - 3,651,623.651   227,385.373   MT  1.00051646   -1 35 17.6
 CO1452;UTM  15      - 3,652,067.632   788,182.081   MT  1.00062413   +1 40 44.4
 CO1452
 CO1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1452!SPC MS W     -   0.99998825  x   0.99996869  =   0.99995694
 CO1452!SPC MS E     -   0.99998825  x   1.00007644  =   1.00006469
 CO1452!UTM  16      -   0.99998825  x   1.00051646  =   1.00050470
 CO1452!UTM  15      -   0.99998825  x   1.00062413  =   1.00061237
 CO1452
 CO1452|---------------------------------------------------------------------|
 CO1452| PID    Reference Object                     Distance      Geod. Az  |
 CO1452|                                                           dddmmss.s |
 CO1452| CF9855 GOODMAN RM 1                         22.089 METERS 00727     |
 CO1452| CO1453 GOODMAN MUNICIPAL TANK              490.510 METERS 0813522.5 |
 CO1452| CO1443 SALLIS LOOKOUT TOWER                APPROX. 8.3 KM 0875237.0 |
 CO1452| CO1455 PICKENS SW MUNICIPAL TANK           APPROX.10.8 KM 2090951.7 |
 CO1452| CO1450 PICKENS NE MUNICIPAL TANK           APPROX.10.1 KM 2092249.8 |
 CO1452| CP2513 SOUTHERN NATL GAS CO RAD MAST       APPROX.14.5 KM 2231228.0 |
 CO1452| CP2507 TEXAS E TRANSM CORP MICROWAVE       APPROX.11.5 KM 2374300.7 |
 CO1452| CP2508 RICHLAND                            APPROX. 9.3 KM 2710020.9 |
 CO1452| CF9856 GOODMAN RM 2                         26.575 METERS 31357     |
 CO1452| CO1451 GOODMAN HOLMES JR COLL TANK          31.611 METERS 31502     |
 CO1452| CF9854 GOODMAN AZ MK                                      3420609.1 |
 CO1452|---------------------------------------------------------------------|
 CO1452
 CO1452                          SUPERSEDED SURVEY CONTROL
 CO1452
 CO1452  NAD 83(1986)-  32 58 08.25899(N)    089 55 00.30631(W) AD(       ) 1
 CO1452  NAD 27      -  32 58 07.78850(N)    089 55 00.00260(W) AD(       ) 1
 CO1452
 CO1452.Superseded values are not recommended for survey control.
 CO1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1452.See file dsdata.txt to determine how the superseded data were derived.
 CO1452
 CO1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2738551624(NAD 83)
 CO1452_MARKER: DS = TRIANGULATION STATION DISK
 CO1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1452+STABILITY: SURFACE MOTION
 CO1452
 CO1452  HISTORY     - Date     Condition        Report By
 CO1452  HISTORY     - 1958     MONUMENTED       CGS
 CO1452  HISTORY     - 1959     GOOD             CGS
 CO1452  HISTORY     - 1972     GOOD             MSHD
 CO1452  HISTORY     - 1979     GOOD             LOCENG
 CO1452  HISTORY     - 1982     GOOD             NGS
 CO1452
 CO1452                          STATION DESCRIPTION
 CO1452
 CO1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CO1452'STATION IS ABOUT 0.5 MILE WEST-SOUTHWEST OF THE BUSINESS CENTER OF
 CO1452'GOODMAN, ON THE CAMPUS OF HOLMES JUNIOR COLLEGE, ON THE HIGHEST
 CO1452'POINT WEST OF THE DINING HALL AND NEAR THE SITE OF THE COLLEGE
 CO1452'WATER TANK.
 CO1452'
 CO1452'AZIMUTH MARK IS REACHED FROM THE COLLEGE ENTRANCE BY GOING NORTH
 CO1452'ON U.S. HIGHWAY 51 FOR 0.1 MILE TO STATE HIGHWAY 14, TURN LEFT
 CO1452'AND GO WEST ON HIGHWAY 14 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 CO1452'RIGHT.
 CO1452'
 CO1452'STATION MARKS ARE STANDARD DISKS, STAMPED GOODMAN 1958.  THE
 CO1452'SURFACE MARK IS SET IN AN 11-INCH SQUARE CONCRETE POST FLUSH WITH
 CO1452'THE GROUND SURFACE.  IT IS 54.0 FEET EAST OF THE CENTER OF A
 CO1452'DRIVEWAY, 47.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CO1452'DORMITORY, 50.3 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTH
 CO1452'WING OF THE DINING HALL AND 66.1 FEET SOUTH OF THE SOUTHWEST
 CO1452'CORNER OF A STORE ROOM.  THE UNDERGROUND MARK IS SET IN AN
 CO1452'IRREGULAR MASS OF CONCRETE 33 INCHES BELOW THE GROUND SURFACE.
 CO1452'NO WITNESS POST WAS SET.
 CO1452'
 CO1452'REFERENCE MARK 1 IS A STANARD DISK, STAMPED GOODMAN NO 1 1958,
 CO1452'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 CO1452'IS 44.0 FEET EAST OF THE CENTER OF THE DRIVEWAY, 11.8 FEET SOUTH
 CO1452'OF THE NORTHWEST CORNER OF THE STORE ROOM, 6.8 FEET NORTH OF THE
 CO1452'SOUTHWEST CORNER OF THE STORE ROOM AND 1 FOOT WEST OF THE WEST
 CO1452'WALL OF THE STORE ROOM.
 CO1452'
 CO1452'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOODMAN NO 2 1958,
 CO1452'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE SOUTHEAST
 CO1452'LEG OF THE WATER TANK.  IT IS 6.4 FEET NORTHEAST OF THE NORTHEAST
 CO1452'CORNER OF THE PUMP HOUSE AND 25.0 FEET WEST OF THE CENTER OF THE
 CO1452'DRIVEWAY.
 CO1452'
 CO1452'AZIMUTH MARK IS A STANDARD DISK, STAMPED GOODMAN 1958, SET IN AN
 CO1452'11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 71.0
 CO1452'FEET NORTH OF THE CENTER OF STATE HIGHWAY 14, 38 FEET SOUTH OF
 CO1452'THE SOUTH EDGE OF A GULLY AND 29 FEET NORTH OF THE NORTH EDGE
 CO1452'OF A DRAINAGE DITCH.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 CO1452'2 FEET NORTH OF THE MARK.
 CO1452'
 CO1452'*A TRAVERSE CONNECTION WAS MADE TO THIS TANK WITH A 300 FOOT
 CO1452'STEEL TAPE.
 CO1452
 CO1452                          STATION RECOVERY (1959)
 CO1452
 CO1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1452'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 CO1452'GOOD CONDITION.
 CO1452
 CO1452                          STATION RECOVERY (1972)
 CO1452
 CO1452'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 CO1452'THE STATION WAS VISITED 10-4-72 AND THE STATION MARK, RM NO 1, RM NO
 CO1452'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CO1452'MARK IS NOT VISIBLE FROM THE STATION.
 CO1452'
 CO1452'THE STATION IS LOCATED 0.5 MILES WEST OF GOODMAN NEAR THE SOUTHWEST
 CO1452'EDGE OF THE CAMPUS OF HOLMES JUNIOR COLLEGE ON THE HIGHEST POINT
 CO1452'WEST OF THE SOUTHWEST CORNER OF WEBSTER HALL AND NORTH OF THE HOME
 CO1452'ECONOMICS BUILDING NEAR THE SITE OF THE WATER TANK.  A
 CO1452'TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF THE
 CO1452'BASE OF THE HOLMES JUNIOR COLLEGE WATER TANK DISTANCE BEING
 CO1452'103.71 FEET OR 31.611 METERS NORTHWEST OF THE STATION.  IT IS
 CO1452'56 FEET EAST OF THE CENTER OF A CIRCULAR DRIVE, 50 FEET WEST OF
 CO1452'THE SOUTHWEST CORNER OF WEBSTER HALL, 1.4 FEET SOUTH OF THE
 CO1452'PROJECTED PLANE OF THE SOUTH WALL OF WEBSTER HALL, 59.5 FEET
 CO1452'NORTHWEST OF THE NORTHEAST CORNER OF THE EAST WING OF THE HOME
 CO1452'ECONOMICS BUILDING, 29 FEET EAST-NORTHEAST OF A POWER POLE WITH
 CO1452'A TRANSFORMER, 60.5 FEET SOUTH-SOUTHEAST OF A POLE WITH A LAMP,
 CO1452'45 FEET NORTHWEST OF ANOTHER POLE WITH A LAMP AND 15.3 FEET
 CO1452'SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK.
 CO1452'
 CO1452'IT IS A TRIANGULATION DISK, STAMPED GOODMAN 1958 FLUSH.
 CO1452'
 CO1452'REFERENCE MARK NO 1 IS 72.47 FEET NORTH OF THE STATION.  IT IS 43
 CO1452'FEET EAST OF THE CENTER OF A CIRCULAR DRIVE, 22.5 FEET NORTHEAST OF
 CO1452'POLE WITH A LAMP, 7 FEET NORTH OF THE SOUTHWEST CORNER OF A STORAGE
 CO1452'ROOM NEAR THE CENTER OF THE WEST WALL OF WEBSTER HALL, 12 FEET
 CO1452'SOUTH OF THE NORTHWEST CORNER OF THE STORAGE ROOM, 1 FOOT WEST OF
 CO1452'THE WEST WALL OF THE STORAGE ROOM AND IS IN A CONCRETE DRAIN.  IT
 CO1452'IS A REFERENCE MARK DISK, STAMPED GOODMAN NO 1 1958
 CO1452'PROJECTING 4 INCHES.
 CO1452'
 CO1452'REFERENCE MARK NO 2 IS 87.18 FEET NORTHWEST OF THE STATION.  IT IS
 CO1452'20 FEET WEST-SOUTHWEST OF THE CENTER OF A CIRCULAR DRIVE, 6.5 FEET
 CO1452'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE PUMP HOUSE, 92 FEET
 CO1452'SOUTHEAST OF THE SOUTHEAST CORNER OF YAZOO HALL AND 36 FEET SOUTH
 CO1452'OF A FIRE PLUG SET IN A DRILL IN THE SOUTHWEST CORNER OF THE
 CO1452'SOUTHEAST CONCRETE FOOTING FOR THE COLLEGE WATER TANK.  IT IS A
 CO1452'REFERENCE MARK DISK, STAMPED GOODMAN NO 2 1958.
 CO1452'
 CO1452'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 73.01 FEET.
 CO1452'
 CO1452'THE AZIMUTH MARK IS 0.25 MILES NORTH-NORTHWEST OF THE STATION.  IT
 CO1452'IS 71 FEET NORTH OF THE CENTER OF HIGHWAY 14, 105.5 FEET WEST OF AN
 CO1452'8 INCH CEDAR AND 2.5 FEET NORTH OF A METAL WITNESS POST.  IT IS AN
 CO1452'AZIMUTH MARK DISK, STAMPED GOODMAN 1958 PROJECTING 6 INCHES.
 CO1452'
 CO1452'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 14 AND
 CO1452'U.S. HIGHWAY 51 IN GOODMAN GO NORTHWEST ON STATE HIGHWAY 14 FOR 0.25
 CO1452'MILES TO A SIDE STREET LEFT.  TURN LEFT AND GO SOUTH ON A BLACK
 CO1452'TOP STREET FOR 0.15 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 CO1452'WEST AND SOUTHWEST ON A ONE WAY STREET FOR 0.15 MILES TO THE STATION
 CO1452'ON THE LEFT.  TO REACH THE AZIMUTH CONTINUE WEST ON STATE HIGHWAY 14
 CO1452'FOR 0.2 MILES TO THE MARK ON THE RIGHT.
 CO1452'
 CO1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES WEST OF
 CO1452'GOODMAN.
 CO1452
 CO1452                          STATION RECOVERY (1979)
 CO1452
 CO1452'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JEF)
 CO1452'GOODMAN 1958 RECOVERED IN GOOD CONDITION.
 CO1452'
 CO1452'GOODMAN NO 1 1953 RECOVERED IN GOOD CONDITION.
 CO1452'
 CO1452'GOODMAN NO 2 1958 RECOVERED IN GOOD CONDITION.
 CO1452'
 CO1452'GOODMAN 1958 AZ MK RECOVERED IN GOOD CONDITION.
 CO1452'
 CO1452'A DORMITARY HAS BEEN BUILT BETWEEN THE STATION AND THE AZIMUTH MARK,
 CO1452'AND THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND SURFACE AT
 CO1452'STATION.
 CO1452'
 CO1452'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI WSW OF GOODMAN.
 CO1452
 CO1452                          STATION RECOVERY (1982)
 CO1452
 CO1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 CO1452'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED AS
 CO1452'DESCRIBED.  AS PREVIOUSLY NOTED, THE LINE OF
 CO1452'SIGHT BETWEEN THE STATION AND THE AZIMUTH MARK IS BLOCKED.
 CO1452'
 CO1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOODMAN,
 CO1452'MISSISSIPPI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2310 ***********************************************************************
 BW2310  DESIGNATION -  GORDON
 BW2310  PID         -  BW2310
 BW2310  STATE/COUNTY-  MS/AMITE
 BW2310  USGS QUAD   -  PEORIA (1972)
 BW2310
 BW2310                         *CURRENT SURVEY CONTROL
 BW2310  ___________________________________________________________________
 BW2310* NAD 83(1993)-  31 14 58.87311(N)    090 42 38.57588(W)     ADJUSTED  
 BW2310* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BW2310  ___________________________________________________________________
 BW2310  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BW2310  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BW2310  HORZ ORDER  -  THIRD
 BW2310
 BW2310.The horizontal coordinates were established by classical geodetic methods
 BW2310.and adjusted by the National Geodetic Survey in May 1994.
 BW2310
 BW2310.The orthometric height was scaled from a topographic map.
 BW2310
 BW2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2310
 BW2310.The geoid height was determined by GEOID03.
 BW2310
 BW2310;                    North         East     Units Scale Factor Converg.
 BW2310;SPC MS W     -   194,019.959   664,054.320   MT  0.99996593   -0 11 44.8
 BW2310;SPC MS W     -   636,547.15  2,178,651.55   sFT  0.99996593   -0 11 44.8
 BW2310;UTM  15      - 3,459,534.170   718,004.439   MT  1.00018624   +1 11 17.1
 BW2310
 BW2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2310!SPC MS W     -   0.99998438  x   0.99996593  =   0.99995031
 BW2310!UTM  15      -   0.99998438  x   1.00018624  =   1.00017062
 BW2310
 BW2310:                Primary Azimuth Mark                     Grid Az
 BW2310:SPC MS W     -  EAST                                     131 42 19.5
 BW2310:UTM  15      -  EAST                                     130 19 17.6
 BW2310
 BW2310|---------------------------------------------------------------------|
 BW2310| PID    Reference Object                     Distance      Geod. Az  |
 BW2310|                                                           dddmmss.s |
 BW2310| BW2309 EAST                                APPROX. 9.2 KM 1313034.7 |
 BW2310| CY3679 GORDON AZ MK                                       2073841.1 |
 BW2310| CY3680 GORDON AZ MK RESET                                 2105654.7 |
 BW2310| CY3682 GORDON RM 2                                        25848     |
 BW2310| CY3681 GORDON RM 1                          36.229 METERS 34823     |
 BW2310|---------------------------------------------------------------------|
 BW2310
 BW2310                          SUPERSEDED SURVEY CONTROL
 BW2310
 BW2310  NAD 83(1986)-  31 14 58.88893(N)    090 42 38.57180(W) AD(       ) 3
 BW2310  NAD 27      -  31 14 58.26400(N)    090 42 38.20200(W) AD(       ) 3
 BW2310
 BW2310.Superseded values are not recommended for survey control.
 BW2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2310.See file dsdata.txt to determine how the superseded data were derived.
 BW2310
 BW2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1800459534(NAD 83)
 BW2310_MARKER: DS = TRIANGULATION STATION DISK
 BW2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2310
 BW2310  HISTORY     - Date     Condition        Report By
 BW2310  HISTORY     - 1949     MONUMENTED       CGS
 BW2310  HISTORY     - 1955     GOOD             CGS
 BW2310  HISTORY     - 1957     GOOD             CGS
 BW2310  HISTORY     - 1969     GOOD             MSHD
 BW2310
 BW2310                          STATION DESCRIPTION
 BW2310
 BW2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2310'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF LIBERTY,
 BW2310'ON LAND OWNED BY MR. T.H. NONERY, ABOUT 100 YARDS SOUTHWEST
 BW2310'OF THE MIDWAY SCHOOL, 78 FEET NORTHWEST OF THE
 BW2310'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 55 FEET NORTHWEST
 BW2310'OF A WIRE FENCE, 34 FEET WEST-NORTHWEST OF AN REA POWER POLE
 BW2310'NO. 6 35, AND 16 FEET NORTH OF A WITNESS POST.
 BW2310'
 BW2310'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO EAST
 BW2310'ON STATE HIGHWAY NO. 24 TO THE FIRST SIDE ROAD ON THE LEFT.
 BW2310'THEN LEFT, NORTH, FOR 1 BLOCK.  THEN RIGHT, NORTHEASTERLY,
 BW2310'(PASSING BETWEEN THE GRADE SCHOOL AND HIGH SCHOOL BUILDINGS)
 BW2310'FOR 5.7 MILES TO A FORK.  THEN LEFT ROAD, NORTHEASTERLY, FOR
 BW2310'2.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BW2310'CONTINUE, NORTHEASTERLY, FOR 0.4 MILE TO THE STATION ON THE LEFT
 BW2310'AS DESCRIBED.
 BW2310'
 BW2310'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BW2310'GORDON 1949.
 BW2310'
 BW2310'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A FENCE CORNER.  IT
 BW2310'PROJECTS 3 INCHES, AND THE DISK IS STAMPED GORDON NO 1 1949.
 BW2310'
 BW2310'REFERENCE MARK NO. 2 IS 45 FEET WEST OF A WIRE FENCE.  IT
 BW2310'PROJECTS 3 INCHES, AND THE DISK IS STAMPED GORDON NO 2 1949.
 BW2310'
 BW2310'THE AZIMUTH MARK IS 0.4 MILE FROM THE STATION, 24 FEET NORTHWEST
 BW2310'OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, 20 FEET
 BW2310'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DRIVE TO A TENANT
 BW2310'HOUSE, 3 FEET NORTHWEST OF A WITNESS POST, AND 1 FOOT NORTHWEST
 BW2310'OF A WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE DISK IS
 BW2310'STAMPED GORDON 1949.
 BW2310'
 BW2310'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2310'CONCRETE POSTS.
 BW2310'
 BW2310'A 90 FOOT TOWER AT GORDON WILL SEE 90 FEET AT AMITE AND EAST.
 BW2310'
 BW2310'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2310
 BW2310                          STATION RECOVERY (1955)
 BW2310
 BW2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2310'THE STATION WAS VISITED 6-9-55 AND ALL MARKS WERE FOUND IN GOOD
 BW2310'CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2310
 BW2310                          STATION RECOVERY (1957)
 BW2310
 BW2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BW2310'THE STATION WAS VISITED ON 6-3-57.  THE STATION AND BOTH
 BW2310'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BW2310'WAS TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION IN THE
 BW2310'NEAR FUTURE SO IT WAS MOVED TO A NEW LOCATION.
 BW2310'
 BW2310'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST ALONG ROADS
 BW2310'FROM THE COURTHOUSE AT LIBERTY, ON THE PROPERTY OF O.R. NUNNERY,
 BW2310'0.25 MILE NORTH OF A GRAVELED ROAD LEADING EAST, 0.15 MILE
 BW2310'SOUTH OF A FARMHOUSE, 78 FEET NORTHWEST OF THE CENTER LINE
 BW2310'OF THE PRESENT GRAVELED ROAD, 221 FEET SOUTH OF THE SOUTH CORNER
 BW2310'OF THE MIDWAY SCHOOL, 34 FEET WEST OF POWER
 BW2310'POLE NO. 2, 118 FEET SOUTHEAST OF A FENCE CORNER, 65 FEET
 BW2310'NORTHEAST OF A FENCE, 101 FEET NORTHWEST OF THE CENTER LINE
 BW2310'OF THE PROPOSED ROAD.  IT IS A STANDARD DISK, STAMPED GORDON
 BW2310'1949, PROJECTS 2 INCHES.
 BW2310'
 BW2310'REFERENCE MARK NO. 1 IS 118.86 FEET NORTHWEST OF THE STATION,
 BW2310'142 FEET SOUTH OF THE SOUTH CORNER OF THE SCHOOLHOUSE, 67
 BW2310'FEET NORTH OF A 24 INCH PINE TREE WHICH IS AT A T-FENCE CORNER,
 BW2310'20 FEET EAST OF THE EAST END OF A GATE WHICH IS ACROSS A TRACK
 BW2310'ROAD LEADING SOUTHWEST, 5 FEET NORTH OF A FENCE CORNER.  IT
 BW2310'IS A STANDARD DISK, STAMPED GORDON NO 1 1949, PROJECTS 2
 BW2310'INCHES.
 BW2310'
 BW2310'REFERENCE MARK NO. 2 IS 107.67 FEET (SLOPE DISTANCE) SOUTHWEST
 BW2310'OF THE STATION, 116 FEET SOUTHEAST OF A 24 INCH PINE TREE
 BW2310'WHICH IS AT A T-FENCE CORNER, 43 FEET SOUTHWEST OF A FENCE,
 BW2310'ABOUT 10 FEET BELOW THE LEVEL OF THE STATION.  IT IS A STANDARD
 BW2310'DISK, STAMPED GORDON NO 2 1949, PROJECTS 1 INCH.
 BW2310'
 BW2310'THE NEW AZIMUTH MARK IS 0.45 MILE SOUTHWEST OF THE STATION,
 BW2310'ON THE PROPERTY OF T.H. NUNNERY, 0.2 MILE SOUTH OF A GRAVELED
 BW2310'ROAD LEADING EAST, 51 PACES WEST OF THE CENTER LINE OF THE
 BW2310'PRESENT ROAD, 78 FEET SOUTH OF A 24 INCH OAK TREE, 60 FEET
 BW2310'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY, 84 FEET SOUTHEAST
 BW2310'OF THE SOUTHEAST CORNER OF AN OLD VACANT HOUSE, 54 FEET EAST
 BW2310'OF THE PROJECTED PLANE OF THE SOUTH SIDE OF THE HOUSE, 33
 BW2310'FEET WEST OF THE WEST EDGE OF A GULLEY, 1 FOOT NORTH OF A
 BW2310'FENCE.  IT IS A STANDARD DISK, STAMPED GORDON 1949 RESET 1957,
 BW2310'PROJECTS 4 INCHES.
 BW2310'
 BW2310'TO REACH THE STATION FROM THE COURTHOUSE AT LIBERTY GO EAST
 BW2310'ALONG STATE HIGHWAY 24 0.2 MILE, TURN LEFT AND GO NORTHEAST
 BW2310'ALONG AN OILED AND GRAVELED ROAD WHICH PASSES BETWEEN THE
 BW2310'HIGH SCHOOL AND GRADE SCHOOL FOR 5.95 MILES TO A FORK, TURN
 BW2310'LEFT AND GO NORTH ALONG A GRAVELED ROAD 2.45 MILES TO THE
 BW2310'AZIMUTH MARK, CONTINUE STRAIGHT AHEAD 0.2 MILE TO A JUNCTION
 BW2310'WITH A GRAVELED ROAD LEADING EAST, CONTINUE STRAIGHT AHEAD
 BW2310'0.25 MILE TO THE STATION ON THE LEFT.
 BW2310
 BW2310                          STATION RECOVERY (1969)
 BW2310
 BW2310'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2310'THE STATION WAS VISITED 7-9-69 AND THE STATION MARK, REFERENCE
 BW2310'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2310'CONDITION.  (NOTE) THE SCHOOL MENTIONED IN THE PREVIOUS
 BW2310'DESCRIPTION HAS BEEN DESTROYED BY FIRE.
 BW2310'
 BW2310'THE STATION IS LOCATED 8.6 MILES NORTHEAST OF LIBERTY AND
 BW2310'5.9 MILES SOUTHWEST OF SMITHDALE IN THE SOUTHWEST 1/4 OF
 BW2310'SECTION 4, T 3N, R 5E AND ON PROPERTY OWNED BY MR. O.R. NUNNERY.
 BW2310'IT IS 93.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 569, 30
 BW2310'FEET NORTHWEST OF THE EDGE OF A 10 FOOT BANK, 27 FEET WEST
 BW2310'OF A POWER LINE POLE WITH A TRANSFORMER AND 1 FOOT NORTHWEST
 BW2310'OF A METAL WITNESS POST.
 BW2310'
 BW2310'IT IS A C AND GS TRIANGULATION DISK, STAMPED GORDON 1949
 BW2310'PROJECTING 3 INCHES.
 BW2310'
 BW2310'REFERENCE MARK NO. 1 IS 118.86 FEET NORTHWEST OF THE STATION.
 BW2310'IT IS 4.5 FEET EAST OF A FENCE CORNER FOR AN ABANDONED FENCE,
 BW2310'76.5 FEET WEST OF A POWER LINE SERVICE POLE, 64.5 FEET EAST
 BW2310'NORTHEAST OF A 20 INCH PINE, 1 FOOT SOUTH OF A METAL WITNESS
 BW2310'POST AND IS UNDER A GROUP OF SMALL GUMS.  IT IS A C AND GS
 BW2310'REFERENCE MARK DISK, STAMPED GORDON NO 1 1949 PROJECTING 2
 BW2310'INCHES.
 BW2310'
 BW2310'REFERENCE MARK NO. 2 IS 107.67 FEET (SLOPE DISTANCE) SOUTHWEST
 BW2310'OF THE STATION.  IT IS 168 FEET NORTHWEST OF THE CENTER OF
 BW2310'HIGHWAY 569, 57 FEET NORTH NORTHEAST OF A 20 INCH PINE AND
 BW2310'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2310'MARK DISK, STAMPED GORDON NO 2 1949 PROJECTING 3 INCHES.
 BW2310'
 BW2310'THE AZIMUTH MARK IS 0.45 MILE SOUTHWEST OF THE STATION.  IT
 BW2310'IS 145 FEET WEST OF THE CENTER OF HIGHWAY 569, 33 FEET WEST
 BW2310'OF THE WEST BANK OF AN OLD ABONDONED ROAD, 96 FEET NORTHWEST
 BW2310'OF A POWER LINE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BW2310'(NOTE) THE AZIMUTH IS NOT VISIBLE FROM THE STATION.  IT IS
 BW2310'A C AND GS AZIMUTH MARK DISK, STAMPED GORDON 1949 RESET 1957,
 BW2310'PROJECTING 6 INCHES.
 BW2310'
 BW2310'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN
 BW2310'LIBERTY GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO A TRAFFIC
 BW2310'LIGHT.  TURN LEFT (NORTHEAST) AND CONTINUE ON STATE HIGHWAY
 BW2310'569 FOR 5.8 MILES TO A CROSSROADS.  CONTINUE NORTHEAST ON STATE
 BW2310'HIGHWAY 569 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BW2310'CONTINUE NORTH ON STATE HIGHWAY 569 FOR 0.2 MILE TO A SIDE
 BW2310'ROAD RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 569 FOR 0.25
 BW2310'MILE TO THE STATION ON THE LEFT.
 BW2310'
 BW2310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.4 MILES
 BW2310'SOUTHWEST OF HUSTLER
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1423 ***********************************************************************
 CO1423  DESIGNATION -  GOSHEN SPRINGS ATT MICROWAVE
 CO1423  PID         -  CO1423
 CO1423  STATE/COUNTY-  MS/RANKIN
 CO1423  USGS QUAD   -  GOSHEN SPRINGS (1982)
 CO1423
 CO1423                         *CURRENT SURVEY CONTROL
 CO1423  ___________________________________________________________________
 CO1423* NAD 83(1993)-  32 28 21.58470(N)    089 54 43.36017(W)     ADJUSTED  
 CO1423* NAVD 88     -              **(meters)            **(feet)            
 CO1423  ___________________________________________________________________
 CO1423  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CO1423  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CO1423  HORZ ORDER  -  THIRD
 CO1423
 CO1423.The horizontal coordinates were established by classical geodetic methods
 CO1423.and adjusted by the National Geodetic Survey in May 1994.
 CO1423
 CO1423
 CO1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1423
 CO1423.The geoid height was determined by GEOID03.
 CO1423
 CO1423;                    North         East     Units Scale Factor Converg.
 CO1423;SPC MS W     -   329,638.836   739,601.505   MT  0.99996933   +0 13 34.3
 CO1423;SPC MS W     - 1,081,490.08  2,426,509.27   sFT  0.99996933   +0 13 34.3
 CO1423;SPC MS E     -   330,073.199   198,598.078   MT  1.00007675   -0 34 45.1
 CO1423;SPC MS E     - 1,082,915.15    651,567.19   sFT  1.00007675   -0 34 45.1
 CO1423;UTM  16      - 3,596,564.838   226,311.960   MT  1.00052379   -1 33 52.0
 CO1423
 CO1423                          SUPERSEDED SURVEY CONTROL
 CO1423
 CO1423  NAD 83(1986)-  32 28 21.59789(N)    089 54 43.35638(W) AD(       ) 4
 CO1423  NAD 27      -  32 28 21.08900(N)    089 54 43.06400(W) AD(       ) 3
 CO1423
 CO1423.Superseded values are not recommended for survey control.
 CO1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1423.See file dsdata.txt to determine how the superseded data were derived.
 CO1423
 CO1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2631296565(NAD 83)
 CO1423_MARKER: 45 = MICROWAVE TOWER
 CO1423
 CO1423  HISTORY     - Date     Condition        Report By
 CO1423  HISTORY     - 1959     FIRST OBSERVED   CGS
 CO1423  HISTORY     - 1961     GOOD             MSHD
 CO1423  HISTORY     - 1977     GOOD             MSHD
 CO1423
 CO1423                          STATION DESCRIPTION
 CO1423
 CO1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CO1423'THE STATION IS THE TOP-CENTER OF THE TOWER.  IT IS ABOUT 3 MILES
 CO1423'SOUTHEAST OF THE PEARL RIVER, 1.1 MILES SOUTHEAST OF THE GOSHEN
 CO1423'SPRINGS DEPOT ON THE GULF MOBILE AND OHIO RAILROAD AND 0.1 MILE
 CO1423'NORTH OF THE JUNCTION OF STATE HIGHWAY 471 AND ROAD LEADING EAST
 CO1423'TOWARDS SAND HILL.  THERE IS A SQUARE PLATFORM AT THE TOP OF THE
 CO1423'TOWER, GRAY IN COLOR OVERALL AND 100 FEET HIGH.  THERE ARE 5
 CO1423'SCREENLIKE FANS ON TOP OF THE PLATFORM.
 CO1423
 CO1423                          STATION RECOVERY (1961)
 CO1423
 CO1423'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1423'THE STATION WAS VISITED 7-26-61 AND FOUND IN GOOD CONDITION.  THE
 CO1423'DESCRIPTION BY O.S.R. IN 1959 IS ADEQUATE.
 CO1423
 CO1423                          STATION RECOVERY (1977)
 CO1423
 CO1423'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO1423'THE STATION SITE WAS VISITED 3-17-77 AND WAS FOUND AS DESCRIBED BY
 CO1423'O.S.R. 1959.  A NEW TO REACH IS AS FOLLOWS.  TO REACH FROM THE
 CO1423'JUNCTION OF STATE HIGHWAY 471 AND STATE HIGHWAY 43 ABOUT 0.5 MILE
 CO1423'SOUTHEAST OF THE EDGE OF THE PEARL RIVER RESERVOIR GO SOUTHEAST ON
 CO1423'STATE HIGHWAY 471 FOR 2.1 MILES TO THE TOWER ON THE LEFT (0.1
 CO1423'MILE BEFORE REACHING A SIDE ROAD LEFT).
 CO1423'
 CO1423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.9 MILES
 CO1423'SOUTHEAST OF CANTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1702 ***********************************************************************
 BV1702  DESIGNATION -  GOSS RESET
 BV1702  PID         -  BV1702
 BV1702  STATE/COUNTY-  MS/MARION
 BV1702  USGS QUAD   -  MORGANTOWN (1970)
 BV1702
 BV1702                         *CURRENT SURVEY CONTROL
 BV1702  ___________________________________________________________________
 BV1702* NAD 83(1993)-  31 21 01.33839(N)    089 53 01.70372(W)     ADJUSTED  
 BV1702* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BV1702  ___________________________________________________________________
 BV1702  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BV1702  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BV1702  HORZ ORDER  -  SECOND
 BV1702
 BV1702.The horizontal coordinates were established by classical geodetic methods
 BV1702.and adjusted by the National Geodetic Survey in May 1994.
 BV1702
 BV1702.The orthometric height was scaled from a topographic map.
 BV1702
 BV1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1702
 BV1702.The geoid height was determined by GEOID03.
 BV1702
 BV1702;                    North         East     Units Scale Factor Converg.
 BV1702;SPC MS W     -   205,208.676   742,772.013   MT  0.99997256   +0 14 02.0
 BV1702;SPC MS W     -   673,255.46  2,436,911.18   sFT  0.99997256   +0 14 02.0
 BV1702;UTM  16      - 3,472,026.926   225,652.555   MT  1.00052846   -1 30 04.7
 BV1702
 BV1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1702!SPC MS W     -   0.99999539  x   0.99997256  =   0.99996795
 BV1702!UTM  16      -   0.99999539  x   1.00052846  =   1.00052384
 BV1702
 BV1702|---------------------------------------------------------------------|
 BV1702| PID    Reference Object                     Distance      Geod. Az  |
 BV1702|                                                           dddmmss.s |
 BV1702| CG1837 GOSS RM 1                            28.840 METERS 12907     |
 BV1702| CG1835 GOSS AZ MK                                         1373023.8 |
 BV1702| CG1836 GOSS AZ MK RESET                                   13756     |
 BV1702| CG1838 GOSS RM 2                            28.072 METERS 21856     |
 BV1702|---------------------------------------------------------------------|
 BV1702
 BV1702                          SUPERSEDED SURVEY CONTROL
 BV1702
 BV1702  NAD 83(1986)-  31 21 01.35303(N)    089 53 01.70188(W) AD(       ) 2
 BV1702  NAD 27      -  31 21 00.72600(N)    089 53 01.41000(W) AD(       ) 2
 BV1702
 BV1702.Superseded values are not recommended for survey control.
 BV1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1702.See file dsdata.txt to determine how the superseded data were derived.
 BV1702
 BV1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2565372027(NAD 83)
 BV1702_MARKER: DS = TRIANGULATION STATION DISK
 BV1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1702+STABILITY: SURFACE MOTION
 BV1702
 BV1702  HISTORY     - Date     Condition        Report By
 BV1702  HISTORY     - 1947     MONUMENTED       CGS
 BV1702  HISTORY     - 1955     GOOD             CGS
 BV1702  HISTORY     - 1957     GOOD             CGS
 BV1702  HISTORY     - 1962     SEE DESCRIPTION  CGS
 BV1702  HISTORY     - 1969     GOOD             MSHD
 BV1702  HISTORY     - 1970     GOOD             USGS
 BV1702
 BV1702                          STATION DESCRIPTION
 BV1702
 BV1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1702'THE STATION IS LOCATED BESIDE STATE HIGHWAY 13, ABOUT 7-1/2 MILES
 BV1702'NORTH-NORTHWEST OF COLUMBIA, AND 0.45 MILE SOUTHWEST OF THE SMALL
 BV1702'SETTLEMENT OF GOSS. IT IS 40 FEET NORTHEAST OF THE CENTERLINE OF
 BV1702'THE HIGHWAY, 30 FEET NORTHEAST OF A GATE, AND 7 FEET SOUTH OF A
 BV1702'WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BV1702'GOSS 1947.
 BV1702'
 BV1702'REFERENCE MARK NO. 1 IS 94.60 FEET SOUTHEAST OF THE STATION, 52 FEET
 BV1702'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTHWEST OF
 BV1702'A FENCE LINE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BV1702'GOSS NO 1 1947.
 BV1702'
 BV1702'REFERENCE MARK NO. 2 IS 92.04 FEET SOUTHWEST OF THE STATION, 52 FEET
 BV1702'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHEAST OF
 BV1702'A GATE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GOSS NO
 BV1702'2 1947.
 BV1702'
 BV1702'THE AZIMUTH MARK IS 0.95 MILE SOUTHEAST OF THE STATION, 17.5 FEET
 BV1702'WEST OF THE HIGHWAY, AND 4.8 FEET NORTH OF A WITNESS POST. THE MARK
 BV1702'PROJECTS 4 INCHES AND THE DISK IS STAMPED GOSS 1947.
 BV1702'
 BV1702'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTISS, GO SOUTH ON
 BV1702'STATE HIGHWAY 13 FOR 17.4 MILES TO THE SMALL SETTLEMENT OF GOSS.
 BV1702'CONTINUE ON THE HIGHWAY FOR 0.45 MILE TO THE STATION ON THE LEFT.
 BV1702'
 BV1702'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 BV1702'FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BV1702
 BV1702                          STATION RECOVERY (1955)
 BV1702
 BV1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1702'THE STATION WAS VISITED 7-15-55 AND ALL MARKS WERE FOUND IN GOOD
 BV1702'CONDITION.
 BV1702'
 BV1702'A NEW DESCRIPTION FOLLOWS--
 BV1702'
 BV1702'THE STATION IS LOCATED 17.5 MILES SOUTH OF PRENTIS, 7.5 MILES NORTH
 BV1702'NORTHWEST OF COLUMBIA AND 0.45 MILE SOUTHEAST OF THE SMALL COMMUNITY
 BV1702'OF GOSS, ON THE NORTHEAST RIGHT-OF-WAY OF STATE HIGHWAY 13, 184
 BV1702'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE OWNED BY
 BV1702'GLEN BREAKFIELD, 21 FEET SOUTH OF A 10-INCH LONE PINE TREE, 40
 BV1702'FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13, 30 FEET
 BV1702'WEST OF THE WEST END OF A GATE, 62 FEET WEST OF A FENCE CORNER AND
 BV1702'12 FEET SOUTH- SOUTH OF A FENCE LINE. IT IS A STANDARD DISK, STAMPED
 BV1702'GOSS 1947, PROJECTING 6 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 1 IS 94.60 FEET SOUTH-SOUTHEAST OF THE STATION,
 BV1702'15 FEET SOUTHEAST OF THE PROJECTED TANGENT OF THE NORTH SIDE OF THE
 BV1702'BREAKFIELD HOUSE, 114 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BV1702'HOUSE, 32 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 52 FEET
 BV1702'NORTH- NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. IT IS A
 BV1702'STANDARD DISK, STAMPED GOSS NO 1 1947, PROJECTING 6 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 2 IS 92.04 FEET SOUTHWEST OF THE STATION, 52 FEET
 BV1702'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 BV1702'NORTHWEST OF THE NORTHWEST END OF A GATE. IT IS A STANDARD DISK,
 BV1702'STAMPED GOSS NO 2 1947, PROJECTING 4 INCHES.
 BV1702'
 BV1702'THE AZIMUTH MARK IS 0.9 MILES SOUTHEAST OF THE STATION AT A Y
 BV1702'INTERSECTION OF ROADS 17 FEET WEST OF THE CENTERLINE OF STATE
 BV1702'HIGHWAY 13 AND 20 FEET EAST OF THE CENTER OF THE OLD HIGHWAY. IT IS
 BV1702'A STANDARD DISK, STAMPED GOSS 1934, PROJECTING 4 INCHES.
 BV1702'
 BV1702'TO REACH FROM THE POST OFFICE IN COLUMBIA GO NORTH ON STATE HIGHWAY
 BV1702'13 FOR 6.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.9
 BV1702'MILES TO THE STATION ON THE RIGHT.
 BV1702
 BV1702                          STATION RECOVERY (1957)
 BV1702
 BV1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BV1702'THE STATION WAS VISITED 4-18-57 AND ALL MARKS WERE FOUND IN GOOD
 BV1702'CONDITION. THE AZIMUTH MARK WAS MOVED AT THE REQUEST OF THE
 BV1702'MISSISSIPPI STATE HIGHWAY DEPARTMENT DUE TO CONSTRUCTION ALONG
 BV1702'STATE HIGHWAY 13. A NEW DESCRIPTION FOLLOWS--
 BV1702'
 BV1702'THE STATION IS LOCATED 17.5 MILES SOUTH OF PRENTISS, 7.5 MILES
 BV1702'NORTH-NORTHWEST OF COLUMBIA AND 0.45 MILE SOUTHEAST OF A SMALL
 BV1702'COMMUNITY OF GOSS, ON THE NORTHEAST RIGHT-OF-WAY OF STATE HIGHWAY
 BV1702'13, 184 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE
 BV1702'OWNED BY GLEN BREAKFIELD, 21 FEET SOUTH OF A 10-INCH LONE PINE
 BV1702'TREE, 40 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 BV1702'13, 30 FEET WEST OF THE WEST END OF A GATE, 62 FEET WEST OF A
 BV1702'FENCE CORNER AND 12 FEET SOUTH-SOUTHWEST OF A FENCE LINE. IT IS A
 BV1702'STANDARD DISK, STAMPED GOSS 1947, PROJECTING 6 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 1 IS 94.60 FEET SOUTH-SOUTHEAST OF THE STATION,
 BV1702'15 FEET SOUTHEAST OF THE PROJECTED TANGENT OF THE NORTH SIDE OF THE
 BV1702'BREAKFIELD HOME, 114 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BV1702'HOUSE, 32 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 52 FEET
 BV1702'NORTH- NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13. IT IS A
 BV1702'STANDARD DISK STAMPED GOSS NO. 1 1947, PROJECTING 6 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 2 IS 92.04 FEET SOUTHWEST OF THE STATION 52 FEET
 BV1702'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTHWEST OF
 BV1702'THE NORTHWEST END OF A GATE. IT IS A STANDARD DISK STAMPED GOSS NO
 BV1702'2 1947, PROJECTING 4 INCHES.
 BV1702'
 BV1702'THE AZIMUTH MARK IS 0.4 MILES NORTHEAST OF THE STATION SET IN A
 BV1702'DRILL HOLE IN THE TOP OF THE CONCRETE RAIL AT THE NORTHWEST CORNER
 BV1702'OF THE CONCRETE BRIDGE OVER HOLIDAYS CREEK, 14 FEET SOUTHWEST OF
 BV1702'THE CENTERLINE OF THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE
 BV1702'HIGHWAY.  IT IS A STANDARD DISK STAMPED GOSS 1947 RESET 1957.
 BV1702'
 BV1702'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA GO NORTH AND
 BV1702'NORTHWEST ON STATE HIGHWAY 13 FOR 7.0 MILES TO THE BRIDGE OVER
 BV1702'HOLIDAYS CREEK AND THE AZIMUTH MARK ON THE 1 LEFT, CONTINUE
 BV1702'NORTHWEST FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 BV1702'
 BV1702'AZIMUTH MARK 1947 DESTROYED AFTER OBSERVATION.
 BV1702
 BV1702                          STATION RECOVERY (1962)
 BV1702
 BV1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 BV1702'THE STATION WAS VISITED 11-20-62 AND REFERENCE MARK NO. 1, REFERENCE
 BV1702'MARK NO. 2 THE AZIMUTH MARK AND THE STATION UNDERGROUND MARK WERE
 BV1702'FOUND IN GOOD CONDITION. A NEW SURFACE MARK WAS ESTABLISHED (PLUMB
 BV1702'BOB METHOD) OVER THE UNDERGROUND MARK. A NEW DESCRIPTION FOLLOWS--
 BV1702'
 BV1702'THE STATION IS LOCATED ABOUT 17.5 MILES SOUTH OF PRENTISS, 7.5 MILES
 BV1702'NORTH-NORTHWEST OF COLUMBIA AND 0.45 MILE SOUTHEAST OF THE SMALL
 BV1702'COMMUNITY OF GOSS, ON THE NORTHEAST RIGHT-OF-WAY OF STATE HIGHWAY
 BV1702'13, 184 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE
 BV1702'OWNED BY GLEN BREAKFIELD, 21 FEET SOUTH OF A 10-INCH PINE TREE IN
 BV1702'A FENCE LINE, 40 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE
 BV1702'HIGHWAY 13, 30 FEET WEST OF THE WEST END OF A GATE, 62 FEET WEST OF
 BV1702'A FENCE CORNER, 12 FEET EAST OF A FENCE LINE, AND 1 FOOT
 BV1702'NORTHWEST OF A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED
 BV1702'GOSS 1947 1962, PROJECTING 2 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 1 IS 94.62 FEET SOUTH-SOUTHEAST OF THE STATION,
 BV1702'114 FEET WEST OF THE NORTHWEST CORNER OF THE BREAKFIELD HOME AND 15
 BV1702'FEET SOUTHEAST OF THE PROJECTED PLANE OF THE NORTH WALL OF THE
 BV1702'HOUSE, 32 FEET SOUTHEAST OF A FENCE CORNER, 52 FEET NORTH-NORTHEAST
 BV1702'OF A FENCE CORNER AND UNDER A BUSH. IT IS A STANDARD DISK,
 BV1702'STAMPED GOSS NO 1 1947, PROJECTING 4 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 2 IS 92.10 FEET SOUTHWEST OF THE STATION, 52
 BV1702'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 13, 12.5
 BV1702'FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 2 FEET
 BV1702'NORTHWEST OF THE NORTHWEST END OF A GATE. IT IS A STANDARD DISK
 BV1702'STAMPED GOSS NO 2 1947, PROJECTING 6 INCHES.
 BV1702'
 BV1702'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 131.80 FEET.
 BV1702'
 BV1702'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION. IT IS A
 BV1702'STANDARD DISK, STAMPED GOSS 1947 RESET 1962, SET IN THE TOP OF THE
 BV1702'CONCRETE RAIL AT THE NORTHWEST CORNER OF THE CONCRETE BRIDGE OVER
 BV1702'HOLIDAYS CREEK, 14 FEET SOUTH WEST OF THE CENTER OF THE BRIDGE AND
 BV1702'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD. IT IS A STANDARD DISK
 BV1702'
 BV1702'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO NORTH ON
 BV1702'STATE HIGHWAY 13 FOR 7.0 MILES TO THE BRIDGE OVER HOLIDAYS CREEK AND
 BV1702'THE AZIMUTH MARK IN THE NORTHWEST CORNER, CONTINUE NORTHWEST FOR
 BV1702'0.4 MILE TO THE STATION ON THE RIGHT.
 BV1702
 BV1702                          STATION RECOVERY (1969)
 BV1702
 BV1702'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1702'THE STATION WAS VISITED 2-27-69 AND THE STATION MARK, REFERENCE MARK
 BV1702'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BV1702'
 BV1702'THE STATION IS LOCATED 7.5 MILES NORTHWEST OF COLUMBIA, 17.5 MILES
 BV1702'SOUTH OF PRENTISS ON THE NORTHEAST RIGHT-OF-WAY OF MISSISSIPPI
 BV1702'HIGHWAY 13 AND IS IN THE SOUTHWEST 1/4 OF SECTION 35, T 4N, R 19W.
 BV1702'IT IS 40 FEET NORTHEAST OF THE CENTER OF HIGHWAY 13, 174.5 FEET
 BV1702'WEST NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 200 FEET
 BV1702'NORTH OF A POWER LINE POLE WITH A TRANSFORMER, 48 FEET NORTHWEST
 BV1702'OF THE EXTENDED CENTER OF A GRAVELED ROAD, 180 FEET NORTHWEST OF
 BV1702'THE CENTER OF A DRIVEWAY AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BV1702'POST.
 BV1702'
 BV1702'IT IS A STANDARD TRIANGULATION DISK, STAMPED GOSS 1947 1962
 BV1702'PROJECTING 2 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 1 IS 94.62 FEET SOUTH SOUTHEAST OF THE STATION.
 BV1702'IT IS 52 FEET NORTHEAST OF THE CENTER OF HIGHWAY 13, 113 FEET
 BV1702'SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 4 FEET
 BV1702'SOUTHEAST OF THE EXTENDED NORTH WALL OF A FRAME HOUSE, 132 FEET
 BV1702'NORTH NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, AND 86 FEET
 BV1702'NORTHWEST OF THE CENTER OF A DRIVEWAY UNDER A BUSH. IT IS A STANDARD
 BV1702'DISK, STAMPED GOSS NO 1 1946 PROJECTING 6 INCHES.
 BV1702'
 BV1702'REFERENCE MARK NO. 2 IS 92.10 FEET SOUTHWEST OF THE STATION. IT IS
 BV1702'52 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 13, 12 FEET NORTHWEST OF
 BV1702'THE CENTER OF A NARROW GRAVELED ROAD, 170.5 FEET NORTHWEST OF A
 BV1702'POWER LINE POLE WITH A TRANSFORMER, 2 FEET NORTHEAST OF A FENCE
 BV1702'CORNER AND 1 FOOT NORTHWEST OF A METAL WITNESS POST. IT IS A
 BV1702'STANDARD REFERENCE MARK DISK, STAMPED GOSS NO 2 1947 PROJECTING
 BV1702'8 INCHES.
 BV1702'
 BV1702'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 131.80 FEET.
 BV1702'
 BV1702'THE AZIMUTH MARK IS 0.4 MILE SE OF THE STATION. IT IS 13 FEET
 BV1702'SOUTHWEST OF THE CENTER OF HIGHWAY 13, SET IN A DRILLED HOLE IN THE
 BV1702'NORTH END OF THE WEST RAILING OF A CONCRETE BRIDGE OVER HOLIDAYS
 BV1702'CREEK AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BV1702'THE STATION IS VISIBLE FROM THE AZIMUTH. IT IS A STANDARD AZIMUTH
 BV1702'MARK DISK STAMPED GOSS 1947 RESET 1957.
 BV1702'
 BV1702'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COLUMBIA GO NORTH
 BV1702'ON MISSISSIPPI HIGHWAY 13 FOR 6.8 MILES TO A SIDE ROAD RIGHT.
 BV1702'CONTINUE NORTHWEST ON MISSISSIPPI HIGHWAY 13 FOR 0.15 MILE TO THE
 BV1702'NORTHWEST END OF A CONCRETE BRIDGE OF HOLIDAYS CREEK AND THE
 BV1702'AZIMUTH ON THE LEFT. TO REACH THE STATION CONTINUE NORTHWEST ON
 BV1702'MISSISSIPPI HIGHWAY 13 FOR 0.4 MILE TO A SIDE ROAD LEFT AND THE
 BV1702'STATION ON THE RIGHT.
 BV1702
 BV1702                          STATION RECOVERY (1970)
 BV1702
 BV1702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BV1702'ALL SURFACE MARKS FOUND AS DESCRIBED. 1957 DESCRIPTION IS ADEQUATE.
 BV1702'
 BV1702'MEASUREMENTS CHECKED O.K.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2711 ***********************************************************************
 AI2711  SACS        -  This is a Secondary Airport Control Station.
 AI2711  DESIGNATION -  GPT A
 AI2711  PID         -  AI2711
 AI2711  STATE/COUNTY-  MS/HARRISON
 AI2711  USGS QUAD   -  GULFPORT NORTH (1994)
 AI2711
 AI2711                         *CURRENT SURVEY CONTROL
 AI2711  ___________________________________________________________________
 AI2711* NAD 83(2007)-  30 24 42.30086(N)    089 04 38.09610(W)     ADJUSTED  
 AI2711* NAVD 88     -         6.81   (meters)      22.3    (feet)  GPS OBS   
 AI2711  ___________________________________________________________________
 AI2711  EPOCH DATE  -        2002.00
 AI2711  X           -      88,658.848 (meters)                     COMP
 AI2711  Y           -  -5,504,559.929 (meters)                     COMP
 AI2711  Z           -   3,209,810.248 (meters)                     COMP
 AI2711  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AI2711  ELLIP HEIGHT-         -21.392 (meters)          (02/10/07) ADJUSTED
 AI2711  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI2711
 AI2711  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2711  Type    PID    Designation                      North   East  Ellip
 AI2711  -------------------------------------------------------------------
 AI2711  NETWORK AI2711 GPT A                             0.80   1.20   1.25
 AI2711  -------------------------------------------------------------------
 AI2711
 AI2711.This mark is at Gulfport-Biloxi Rgnl Airport (GPT)
 AI2711
 AI2711.The horizontal coordinates were established by GPS observations
 AI2711.and adjusted by the National Geodetic Survey in February 2007.
 AI2711
 AI2711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2711.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2711.The horizontal coordinates are valid at the epoch date displayed above.
 AI2711.The epoch date for horizontal control is a decimal equivalence
 AI2711.of Year/Month/Day.
 AI2711
 AI2711.The orthometric height was determined by GPS observations and a
 AI2711.high-resolution geoid model.
 AI2711
 AI2711.GPS derived orthometric heights for airport stations designated as
 AI2711.PACS or SACS are published to 2 decimal places.  This maintains
 AI2711.centimeter relative accuracy between the PACS and SACS.  It does
 AI2711.not indicate centimeter accuracy relative to other marks which are
 AI2711.part of the NAVD 88 network.
 AI2711
 AI2711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2711
 AI2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2711
 AI2711.The ellipsoidal height was determined by GPS observations
 AI2711.and is referenced to NAD 83.
 AI2711
 AI2711.The geoid height was determined by GEOID03.
 AI2711
 AI2711;                    North         East     Units Scale Factor Converg.
 AI2711;SPC MS E     -   101,089.273   276,564.392   MT  0.99995677   -0 07 24.5
 AI2711;SPC MS E     -   331,657.06    907,361.68   sFT  0.99995677   -0 07 24.5
 AI2711;UTM  16      - 3,366,243.543   300,464.915   MT  1.00009120   -1 03 06.7
 AI2711
 AI2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2711!SPC MS E     -   1.00000336  x   0.99995677  =   0.99996013
 AI2711!UTM  16      -   1.00000336  x   1.00009120  =   1.00009456
 AI2711
 AI2711:                Primary Azimuth Mark                     Grid Az
 AI2711:SPC MS E     -  GPT ARP                                  116 23 31.3
 AI2711:UTM  16      -  GPT ARP                                  117 19 13.5
 AI2711
 AI2711|---------------------------------------------------------------------|
 AI2711| PID    Reference Object                     Distance      Geod. Az  |
 AI2711|                                                           dddmmss.s |
 AI2711| AD9935 GPT ARP                             APPROX. 1.0 KM 1161606.8 |
 AI2711|---------------------------------------------------------------------|
 AI2711
 AI2711                          SUPERSEDED SURVEY CONTROL
 AI2711
 AI2711  ELLIP H (06/13/02)  -21.362  (m)                       GP(       ) 3 1
 AI2711  NAD 83(1993)-  30 24 42.30073(N)    089 04 38.09605(W) AD(       ) 1
 AI2711  ELLIP H (12/08/99)  -21.380  (m)                       GP(       ) 3 1
 AI2711
 AI2711.Superseded values are not recommended for survey control.
 AI2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2711.See file dsdata.txt to determine how the superseded data were derived.
 AI2711
 AI2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0046566244(NAD 83)
 AI2711_MARKER: DD = SURVEY DISK
 AI2711_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2711+WITH SETTING: PAVEMENT
 AI2711_SP_SET: CONCRETE BASE OF RUNWAY SIGN
 AI2711_STAMPING: GPT A 1999
 AI2711_MARK LOGO: NGS   
 AI2711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2711+STABILITY: SURFACE MOTION
 AI2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2711+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2001
 AI2711
 AI2711  HISTORY     - Date     Condition        Report By
 AI2711  HISTORY     - 1999     MONUMENTED       NGS
 AI2711  HISTORY     - 20010112 GOOD             NGS
 AI2711
 AI2711                          STATION DESCRIPTION
 AI2711
 AI2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2711'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST OF BILOXI AND NEAR
 AI2711'THE NORTH SIDE OF GULFPORT, AT THE GULFPORT-BILOXI REGINAL AIRPORT. IN
 AI2711'TOP OF AND NEAR THE NORTH CORNER OF THE CONCRETE BASE FOR THE RUNWAY
 AI2711'32-14 AND TAXIWAY D IDENTIFIER SIGN.  ON THE NORTHEAST SIDE OF THE
 AI2711'ASPHALT ROAD LEADING TO THE BAK-14 UNDERGROUND EQUIPMENT ROOM.
 AI2711'OWNERSHIP--HARRISON COUNTY AND THE CITIES OF GULFPORT AND BILOXI.
 AI2711'AIRPORT ADDRESS IS, GULFPORT-BILOXI REGIONAL AIRPORT 14035-L AIRPORT
 AI2711'ROAD GULFPORT, MS.  39503.  AIRPORT MANAGER BRUCE FRALLIC. OPERATIONS
 AI2711'AND MAINTENANCE MANAGER KEN SPIRITO, A.A.E.  PHONE 228-863-5951 OR FAX
 AI2711'228-863-5953.  --NOTE--CONTACT OPERATIONS MANAGER (24-HOURS IN
 AI2711'ADVANCE) WITH INTENTIONS AND FOR ESCORT.  --NOTE--THIS STATION IS A
 AI2711'SECONDARY AIRPORT CONTROL STATION.  TO REACH THE STATION FROM THE
 AI2711'JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.  HIGHWAY 49 (EXIT 34) NEAR
 AI2711'THE NORTH SIDE OF GULFPORT, GO SOUTH, FOR 0.97 KM (0.60 MI) ON HIGHWAY
 AI2711'49 TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, EASTERLY, FOR 1.77 KM
 AI2711'(1.10 MI) ON AIRPORT ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH,
 AI2711'THEN SOUTHEAST, FOR 0.32 KM (0.20 MI) TO THE AIRPORT TERMINAL ON THE
 AI2711'RIGHT.  CONTACT OPERATIONS MANAGER ON THE 3RD FLOOR OF THE TERMINAL
 AI2711'BUILDING FOR INSTRUCTIONS AND ESCORT (MAINTENANCE KNOWS WHERE ALL THE
 AI2711'STATIONS ARE LOCATED) .  STATION IS 15.1 M (49.5 FT) NORTHWEST OF THE
 AI2711'NORTHWEST EDGE OF TAXIWAY D, 10.35 M (33.96 FT) NORTHEAST OF THE
 AI2711'ASPHALT ROAD CENTER, AND THE STATION IS ABOUT LEVEL WITH THE ROAD AND
 AI2711'PROJECTING ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  THIS
 AI2711'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION, SACS.
 AI2711
 AI2711                          STATION RECOVERY (2001)
 AI2711
 AI2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DDM)
 AI2711'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AD9935 ***********************************************************************
 AD9935  PACS        -  This is a Primary Airport Control Station.
 AD9935  DESIGNATION -  GPT ARP
 AD9935  PID         -  AD9935
 AD9935  STATE/COUNTY-  MS/HARRISON
 AD9935  USGS QUAD   -  GULFPORT NORTH (1994)
 AD9935
 AD9935                         *CURRENT SURVEY CONTROL
 AD9935  ___________________________________________________________________
 AD9935* NAD 83(2007)-  30 24 28.18965(N)    089 04 05.11260(W)     ADJUSTED  
 AD9935* NAVD 88     -         7.44   (meters)      24.4    (feet)  GPS OBS   
 AD9935  ___________________________________________________________________
 AD9935  EPOCH DATE  -        2002.00
 AD9935  X           -      89,542.660 (meters)                     COMP
 AD9935  Y           -  -5,504,766.164 (meters)                     COMP
 AD9935  Z           -   3,209,435.812 (meters)                     COMP
 AD9935  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AD9935  ELLIP HEIGHT-         -20.749 (meters)          (02/10/07) ADJUSTED
 AD9935  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AD9935
 AD9935  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9935  Type    PID    Designation                      North   East  Ellip
 AD9935  -------------------------------------------------------------------
 AD9935  NETWORK AD9935 GPT ARP                           0.80   1.20   1.22
 AD9935  -------------------------------------------------------------------
 AD9935
 AD9935.This mark is at Gulfport-Biloxi Rgnl Airport (GPT)
 AD9935
 AD9935.The horizontal coordinates were established by GPS observations
 AD9935.and adjusted by the National Geodetic Survey in February 2007.
 AD9935
 AD9935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9935.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9935.The horizontal coordinates are valid at the epoch date displayed above.
 AD9935.The epoch date for horizontal control is a decimal equivalence
 AD9935.of Year/Month/Day.
 AD9935
 AD9935.The orthometric height was determined by GPS observations and a
 AD9935.high-resolution geoid model.
 AD9935
 AD9935.GPS derived orthometric heights for airport stations designated as
 AD9935.PACS or SACS are published to 2 decimal places.  This maintains
 AD9935.centimeter relative accuracy between the PACS and SACS.  It does
 AD9935.not indicate centimeter accuracy relative to other marks which are
 AD9935.part of the NAVD 88 network.
 AD9935
 AD9935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9935
 AD9935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9935
 AD9935.The ellipsoidal height was determined by GPS observations
 AD9935.and is referenced to NAD 83.
 AD9935
 AD9935.The geoid height was determined by GEOID03.
 AD9935
 AD9935;                    North         East     Units Scale Factor Converg.
 AD9935;SPC MS E     -   100,652.887   277,443.794   MT  0.99995627   -0 07 07.8
 AD9935;SPC MS E     -   330,225.35    910,246.85   sFT  0.99995627   -0 07 07.8
 AD9935;UTM  16      - 3,365,792.907   301,337.247   MT  1.00008691   -1 02 49.6
 AD9935
 AD9935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9935!SPC MS E     -   1.00000326  x   0.99995627  =   0.99995953
 AD9935!UTM  16      -   1.00000326  x   1.00008691  =   1.00009017
 AD9935
 AD9935:                Primary Azimuth Mark                     Grid Az
 AD9935:SPC MS E     -  GPT A                                    296 23 31.3
 AD9935:UTM  16      -  GPT A                                    297 19 13.1
 AD9935
 AD9935|---------------------------------------------------------------------|
 AD9935| PID    Reference Object                     Distance      Geod. Az  |
 AD9935|                                                           dddmmss.s |
 AD9935| AI2711 GPT A                               APPROX. 1.0 KM 2961623.5 |
 AD9935|---------------------------------------------------------------------|
 AD9935
 AD9935                          SUPERSEDED SURVEY CONTROL
 AD9935
 AD9935  ELLIP H (05/29/02)  -20.721  (m)                       GP(       ) 1 1
 AD9935  NAD 83(1993)-  30 24 28.18952(N)    089 04 05.11255(W) AD(       ) B
 AD9935  ELLIP H (12/02/99)  -20.739  (m)                       GP(       ) 1 1
 AD9935
 AD9935.Superseded values are not recommended for survey control.
 AD9935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9935.See file dsdata.txt to determine how the superseded data were derived.
 AD9935
 AD9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0133765793(NAD 83)
 AD9935_MARKER: DD = SURVEY DISK
 AD9935_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AD9935_STAMPING: ARP 1956
 AD9935_MARK LOGO: CGS   
 AD9935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9935+STABILITY: SURFACE MOTION
 AD9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9935+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2001
 AD9935
 AD9935  HISTORY     - Date     Condition        Report By
 AD9935  HISTORY     - 1956     MONUMENTED       CGS
 AD9935  HISTORY     - 19920630 GOOD             NGS
 AD9935  HISTORY     - 19990316 GOOD             NGS
 AD9935  HISTORY     - 20010112 GOOD             NGS
 AD9935  HISTORY     - 20070317 GOOD             MSSU
 AD9935
 AD9935                          STATION DESCRIPTION
 AD9935
 AD9935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD9935'THE STATION IS LOCATED ABOUT 1500 FEET (457.2 M) WEST OF THE TERMINAL
 AD9935'BUILDING, IN THE GRASS AREA BETWEEN RUNWAYS 4-22 AND 17-35 AND NORTH
 AD9935'OF THE CENTER TAXIWAY.  THE MARK IS 500 FEET (152.4 M) WEST OF THE
 AD9935'WEST EDGE OF RUNWAY 17-35 AND 300 FEET (91.4 M) NORTH OF THE NORTH
 AD9935'EDGE OF THE CENTER TAXIWAY.  A TOPOGRAPHIC STATION DISK STAMPED ARP
 AD9935'1956 IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 AD9935
 AD9935                          STATION RECOVERY (1999)
 AD9935
 AD9935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AD9935'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST OF BILOXI AND NEAR
 AD9935'THE NORTH SIDE OF GULFPORT, AT THE GULFPORT-BILOXI REGINAL AIRPORT.
 AD9935'NEAR THE SOUTH SECTION OF A LARGE TRIANGULAR SHAPED GRASS AREA NORTH
 AD9935'OF TAXIWAY B, WEST OF RUNWAY 18-36 AND SOUTHEAST OF THE CLOSED RUNWAY
 AD9935'4-22.  OWNERSHIP--HARRISON COUNTY AND THE CITIES OF GULFPORT AND
 AD9935'BILOXI.  AIRPORT ADDRESS IS, GULFPORT-BILOXI REGIONAL AIRPORT 14035-L
 AD9935'AIRPORT ROAD GULFPORT, MS.  39503.  AIRPORT MANAGER BRUCE FRALLIC.
 AD9935'OPERATIONS AND MAINTENANCE MANAGER KEN SPIRITO, A.A.E.  PHONE
 AD9935'228-863-5951 OR FAX 228-863-5953.  --NOTE--CONTACT OPERATIONS MANAGER
 AD9935'(24-HOURS IN ADVANCE) WITH INTENTIONS AND FOR ESCORT.  TO REACH THE
 AD9935'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.  HIGHWAY
 AD9935'49 (EXIT 34) NEAR THE NORTH SIDE OF GULFPORT, GO SOUTH, FOR 0.97 KM
 AD9935'(0.60 MI) ON HIGHWAY 49 TO AIRPORT ROAD ON THE LEFT.  TURN LEFT,
 AD9935'EASTERLY, FOR 1.77 KM (1.10 MI) ON AIRPORT ROAD TO A PAVED ROAD RIGHT.
 AD9935'TURN RIGHT, SOUTH, THEN SOUTHEAST, FOR 0.32 KM (0.20 MI) TO THE
 AD9935'AIRPORT TERMINAL ON THE RIGHT.  CONTACT OPERATIONS MANAGER ON THE 3RD
 AD9935'FLOOR OF THE TERMINAL BUILDING FOR INSTRUCTIONS AND ESCORT
 AD9935'(MAINTENANCE KNOWS WHERE ALL THE STATIONS ARE LOCATED) .  STATION IS
 AD9935'152.4 M (500.0 FT) WEST OF THE WEST EDGE OF RUNWAY 18-36, 102.8 M
 AD9935'(337.3 FT) NORTH OF THE TAXIWAY B CENTER, AND THE MONUMENT IS ABOUT
 AD9935'LEVEL WITH TAXIWAY B AND FLUSH WITH THE GROUND SURFACE.  THIS STATION
 AD9935'IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
 AD9935
 AD9935                          STATION RECOVERY (2001)
 AD9935
 AD9935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DDM)
 AD9935'RECOVERED AS DESCRIBED
 AD9935
 AD9935                          STATION RECOVERY (2007)
 AD9935
 AD9935'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (LRL)
 AD9935'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI2712 ***********************************************************************
 AI2712  SACS        -  This is a Secondary Airport Control Station.
 AI2712  DESIGNATION -  GPT B
 AI2712  PID         -  AI2712
 AI2712  STATE/COUNTY-  MS/HARRISON
 AI2712  USGS QUAD   -  GULFPORT NORTH (1994)
 AI2712
 AI2712                         *CURRENT SURVEY CONTROL
 AI2712  ___________________________________________________________________
 AI2712* NAD 83(2007)-  30 24 10.98840(N)    089 03 55.24105(W)     ADJUSTED  
 AI2712* NAVD 88     -         6.82   (meters)      22.4    (feet)  GPS OBS   
 AI2712  ___________________________________________________________________
 AI2712  EPOCH DATE  -        2002.00
 AI2712  X           -      89,810.475 (meters)                     COMP
 AI2712  Y           -  -5,505,029.396 (meters)                     COMP
 AI2712  Z           -   3,208,978.655 (meters)                     COMP
 AI2712  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AI2712  ELLIP HEIGHT-         -21.363 (meters)          (02/10/07) ADJUSTED
 AI2712  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AI2712
 AI2712  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2712  Type    PID    Designation                      North   East  Ellip
 AI2712  -------------------------------------------------------------------
 AI2712  NETWORK AI2712 GPT B                             0.80   1.20   1.25
 AI2712  -------------------------------------------------------------------
 AI2712
 AI2712.This mark is at Gulfport-Biloxi Rgnl Airport (GPT)
 AI2712
 AI2712.The horizontal coordinates were established by GPS observations
 AI2712.and adjusted by the National Geodetic Survey in February 2007.
 AI2712
 AI2712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2712.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2712.The horizontal coordinates are valid at the epoch date displayed above.
 AI2712.The epoch date for horizontal control is a decimal equivalence
 AI2712.of Year/Month/Day.
 AI2712
 AI2712.The orthometric height was determined by GPS observations and a
 AI2712.high-resolution geoid model.
 AI2712
 AI2712.GPS derived orthometric heights for airport stations designated as
 AI2712.PACS or SACS are published to 2 decimal places.  This maintains
 AI2712.centimeter relative accuracy between the PACS and SACS.  It does
 AI2712.not indicate centimeter accuracy relative to other marks which are
 AI2712.part of the NAVD 88 network.
 AI2712
 AI2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2712
 AI2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2712
 AI2712.The ellipsoidal height was determined by GPS observations
 AI2712.and is referenced to NAD 83.
 AI2712
 AI2712.The geoid height was determined by GEOID03.
 AI2712
 AI2712;                    North         East     Units Scale Factor Converg.
 AI2712;SPC MS E     -   100,122.668   277,706.182   MT  0.99995613   -0 07 02.7
 AI2712;SPC MS E     -   328,485.79    911,107.70   sFT  0.99995613   -0 07 02.7
 AI2712;UTM  16      - 3,365,258.438   301,591.045   MT  1.00008567   -1 02 44.1
 AI2712
 AI2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2712!SPC MS E     -   1.00000335  x   0.99995613  =   0.99995948
 AI2712!UTM  16      -   1.00000335  x   1.00008567  =   1.00008903
 AI2712
 AI2712                          SUPERSEDED SURVEY CONTROL
 AI2712
 AI2712  ELLIP H (06/13/02)  -21.335  (m)                       GP(       ) 3 1
 AI2712  NAD 83(1993)-  30 24 10.98826(N)    089 03 55.24099(W) AD(       ) 1
 AI2712  ELLIP H (12/08/99)  -21.353  (m)                       GP(       ) 3 1
 AI2712
 AI2712.Superseded values are not recommended for survey control.
 AI2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2712.See file dsdata.txt to determine how the superseded data were derived.
 AI2712
 AI2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0159165258(NAD 83)
 AI2712_MARKER: DD = SURVEY DISK
 AI2712_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI2712_SP_SET: 4X6X14-FT CONCRETE CATCH BASIN
 AI2712_STAMPING: GPT B 1999
 AI2712_MARK LOGO: NGS   
 AI2712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2712+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2001
 AI2712
 AI2712  HISTORY     - Date     Condition        Report By
 AI2712  HISTORY     - 1999     MONUMENTED       NGS
 AI2712  HISTORY     - 20010112 GOOD             NGS
 AI2712
 AI2712                          STATION DESCRIPTION
 AI2712
 AI2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2712'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST OF BILOXI AND NEAR
 AI2712'THE NORTH SIDE OF GULFPORT, AT THE GULFPORT-BILOXI REGINAL AIRPORT.
 AI2712'ALONG THE NORTHEAST SIDE OF TAXIWAY C BETWEEN RUNWAY 18-36 AND TAXIWAY
 AI2712'A.  SET IN TOP OF AND NEAR THE NORTH CORNER OF A 4 X 6 X 14-FOOT DEEP
 AI2712'POURD IN PLACE CONCRETE CATCH BASIN. OWNERSHIP--HARRISON COUNTY AND
 AI2712'THE CITIES OF GULFPORT AND BILOXI. AIRPORT ADDRESS IS, GULFPORT-BILOXI
 AI2712'REGIONAL AIRPORT 14035-L AIRPORT ROAD GULFPORT, MS.  39503.  AIRPORT
 AI2712'MANAGER BRUCE FRALLIC. OPERATIONS AND MAINTENANCE MANAGER KEN SPIRITO,
 AI2712'A.A.E.  PHONE 228-863-5951 OR FAX 228-863-5953.  --NOTE--CONTACT
 AI2712'OPERATIONS MANAGER (24-HOURS IN ADVANCE) WITH INTENTIONS AND FOR
 AI2712'ESCORT.  --NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AI2712'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AI2712'U.S.  HIGHWAY 49 (EXIT 34) NEAR THE NORTH SIDE OF GULFPORT, GO SOUTH,
 AI2712'FOR 0.97 KM (0.60 MI) ON HIGHWAY 49 TO AIRPORT ROAD ON THE LEFT.  TURN
 AI2712'LEFT, EASTERLY, FOR 1.77 KM (1.10 MI) ON AIRPORT ROAD TO A PAVED ROAD
 AI2712'RIGHT.  TURN RIGHT, SOUTH, THEN SOUTHEAST, FOR 0.32 KM (0.20 MI) TO
 AI2712'THE AIRPORT TERMINAL ON THE RIGHT.  CONTACT OPERATIONS MANAGER ON THE
 AI2712'3RD FLOOR OF THE TERMINAL BUILDING FOR INSTRUCTIONS AND ESCORT
 AI2712'(MAINTENANCE KNOWS WHERE ALL THE STATIONS ARE LOCATED) .  31.5 M
 AI2712'(103.3 FT) NORTHEAST OF THE TAXIWAY C CENTER, 23.2 M (76.1 FT)
 AI2712'SOUTHEAST OF THE TOP CENTER OF A DIRECTIONAL SIGN MARKED TERM, AND THE
 AI2712'STATION IS ABOUT 1.0 M (3.3 FT) BELOW THE TAXIWAY C LEVEL AND FLUSH
 AI2712'WITH THE TOP OF THE CATCH BASIN AND GROUND SURFACE.  THIS STATION IS
 AI2712'DESIGNATED A SECONDARY AIRPORT CONTROL STATION, SACS.
 AI2712
 AI2712                          STATION RECOVERY (2001)
 AI2712
 AI2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DDM)
 AI2712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DF7965 ***********************************************************************
 DF7965  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7965  DESIGNATION -  GR 34308830
 DF7965  PID         -  DF7965
 DF7965  STATE/COUNTY-  MS/PRENTISS
 DF7965  USGS QUAD   -  RATLIFF (1992)
 DF7965
 DF7965                         *CURRENT SURVEY CONTROL
 DF7965  ___________________________________________________________________
 DF7965* NAD 83(2007)-  34 29 45.89803(N)    088 30 07.69768(W)     ADJUSTED  
 DF7965* NAVD 88     -       106.23   (meters)     348.5    (feet)  GPS OBS   
 DF7965  ___________________________________________________________________
 DF7965  EPOCH DATE  -        2002.00
 DF7965  X           -     137,556.056 (meters)                     COMP
 DF7965  Y           -  -5,260,556.160 (meters)                     COMP
 DF7965  Z           -   3,591,978.385 (meters)                     COMP
 DF7965  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DF7965  ELLIP HEIGHT-          78.698 (meters)          (02/10/07) ADJUSTED
 DF7965  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF7965
 DF7965  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF7965  Type    PID    Designation                      North   East  Ellip
 DF7965  -------------------------------------------------------------------
 DF7965  NETWORK DF7965 GR 34308830                       1.00   0.88   1.74
 DF7965  -------------------------------------------------------------------
 DF7965
 DF7965.The horizontal coordinates were established by GPS observations
 DF7965.and adjusted by the National Geodetic Survey in February 2007.
 DF7965
 DF7965.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF7965.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF7965.The horizontal coordinates are valid at the epoch date displayed above.
 DF7965.The epoch date for horizontal control is a decimal equivalence
 DF7965.of Year/Month/Day.
 DF7965
 DF7965.The orthometric height was determined by GPS observations and a
 DF7965.high-resolution geoid model.
 DF7965.The orthometric height was determined by GPS observations and a
 DF7965.high-resolution geoid model using precise GPS observation and
 DF7965.processing techniques.
 DF7965
 DF7965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7965
 DF7965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7965
 DF7965.The ellipsoidal height was determined by GPS observations
 DF7965.and is referenced to NAD 83.
 DF7965
 DF7965.The geoid height was determined by GEOID03.
 DF7965
 DF7965;                    North         East     Units Scale Factor Converg.
 DF7965;SPC MS E     -   554,023.169   330,416.914   MT  0.99996140   +0 11 15.3
 DF7965;SPC MS E     - 1,817,657.68  1,084,042.83   sFT  0.99996140   +0 11 15.3
 DF7965;UTM  16      - 3,818,186.898   362,086.672   MT  0.99983444   -0 51 03.1
 DF7965
 DF7965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7965!SPC MS E     -   0.99998765  x   0.99996140  =   0.99994905
 DF7965!UTM  16      -   0.99998765  x   0.99983444  =   0.99982209
 DF7965
 DF7965                          SUPERSEDED SURVEY CONTROL
 DF7965
 DF7965  NAD 83(1993)-  34 29 45.89777(N)    088 30 07.69744(W) AD(       ) B
 DF7965  ELLIP H (09/08/03)   78.712  (m)                       GP(       ) 4 1
 DF7965
 DF7965.Superseded values are not recommended for survey control.
 DF7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7965.See file dsdata.txt to determine how the superseded data were derived.
 DF7965
 DF7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6208718187(NAD 83)
 DF7965_MARKER: A = ALUMINUM MARKER
 DF7965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7965_STAMPING: GR 34308830 2002
 DF7965_MARK LOGO: USACE 
 DF7965_PROJECTION: FLUSH
 DF7965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7965+STABILITY: POSITION/ELEVATION WELL
 DF7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7965+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DF7965_ROD/PIPE-DEPTH:  9.5 meters
 DF7965_SLEEVE-DEPTH  :  0.9 meters
 DF7965
 DF7965  HISTORY     - Date     Condition        Report By
 DF7965  HISTORY     - 20020307 MONUMENTED       USACE
 DF7965  HISTORY     - 20060809 GOOD             TVA
 DF7965
 DF7965                          STATION DESCRIPTION
 DF7965
 DF7965'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7965'MARK IS LOCATED 12.0 MILES (19.3 KILOMETERS) SOUTH OF BOONEVILLE,
 DF7965'MISSISSIPPI. TO REACH THE
 DF7965'MARK FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAY 30 AND MISSISSIPPI
 DF7965'STATE HIGHWAY 4
 DF7965'ON THE SOUTHEAST SIDE OF BOONEVILLE, MISSISSIPPI, PROCEED SOUTHEAST
 DF7965'ALONG MISSISSIPPI
 DF7965'STATE HIGHWAY 4 FOR 7.3 MILES (11.7 KILOMETERS) TO ITS JUNCTION WITH
 DF7965'MISSISSIPPI STATE
 DF7965'HIGHWAY 371 ON THE RIGHT IN THE COMMUNITY OF HOBO STATION,
 DF7965'MISSISSIPPI. BEAR RIGHT AND
 DF7965'PROCEED SOUTH ALONG MISSISSIPPI STATE HIGHWAY 371 FOR 4.25 MILES (6.8
 DF7965'KILOMETERS) TO ITS
 DF7965'JUNCTION WITH MISSISSIPPI STATE HIGHWAY 366 ON THE RIGHT IN THE
 DF7965'COMMUNITY OF MARIETTA,
 DF7965'MISSISSIPPI. TURN RIGHT AND PROCEED WEST ALONG MISSISSIPPI STATE
 DF7965'HIGHWAY 366 FOR 2.15
 DF7965'MILES (3.5 KILOMETERS) TO THE WEST END OF A CONCRETE BRIDGE OVER CASEY
 DF7965'CREEK AND THE
 DF7965'MARK ON THE RIGHT. MARK IS LOCATED 32.1 FEET (9.8 METERS) NORTHWEST OF
 DF7965'THE NORTHWEST
 DF7965'CORNER OF BRIDGE, 16.5 FEET (5.0 METERS) NORTH OF METAL GUARD RAIL,
 DF7965'31.4 FEET (9.6 METERS)
 DF7965'NORTH OF THE CENTERLINE OF HIGHWAY 366, AND 50.4 FEET (15.4 METERS)
 DF7965'EAST-NORTHEAST OF
 DF7965'WEST END OF METAL GUARD RAIL. A STAINLESS STEEL ROD ENCASED IN 1 INCH
 DF7965'PVC WITH A DRILLED
 DF7965'DATUM POINT UNDER AN ALUMINUM ACCESS COVER STAMPED GR 34308830 2002,
 DF7965'FLUSH WITH
 DF7965'GROUND. MONUMENT IS RECESSED 6 CENTIMETERS.
 DF7965'SECTION 6, TOWNSHIP 7 SOUTH, RANGE 8 EAST.
 DF7965' 
 DF7965'
 DF7965
 DF7965                          STATION RECOVERY (2006)
 DF7965
 DF7965'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 DF7965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DF7964 ***********************************************************************
 DF7964  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7964  DESIGNATION -  GR 34308900
 DF7964  PID         -  DF7964
 DF7964  STATE/COUNTY-  MS/UNION
 DF7964  USGS QUAD   -  NEW ALBANY WEST (1980)
 DF7964
 DF7964                         *CURRENT SURVEY CONTROL
 DF7964  ___________________________________________________________________
 DF7964* NAD 83(2007)-  34 29 59.50544(N)    089 01 59.03177(W)     ADJUSTED  
 DF7964* NAVD 88     -       114.95   (meters)     377.1    (feet)  GPS OBS   
 DF7964  ___________________________________________________________________
 DF7964  EPOCH DATE  -        2002.00
 DF7964  X           -      88,800.501 (meters)                     COMP
 DF7964  Y           -  -5,261,374.993 (meters)                     COMP
 DF7964  Z           -   3,592,329.114 (meters)                     COMP
 DF7964  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DF7964  ELLIP HEIGHT-          87.804 (meters)          (02/10/07) ADJUSTED
 DF7964  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DF7964
 DF7964  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF7964  Type    PID    Designation                      North   East  Ellip
 DF7964  -------------------------------------------------------------------
 DF7964  NETWORK DF7964 GR 34308900                       0.74   0.67   1.84
 DF7964  -------------------------------------------------------------------
 DF7964
 DF7964.The horizontal coordinates were established by GPS observations
 DF7964.and adjusted by the National Geodetic Survey in February 2007.
 DF7964
 DF7964.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF7964.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF7964.The horizontal coordinates are valid at the epoch date displayed above.
 DF7964.The epoch date for horizontal control is a decimal equivalence
 DF7964.of Year/Month/Day.
 DF7964
 DF7964.The orthometric height was determined by GPS observations and a
 DF7964.high-resolution geoid model.
 DF7964.The orthometric height was determined by GPS observations and a
 DF7964.high-resolution geoid model using precise GPS observation and
 DF7964.processing techniques.
 DF7964
 DF7964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7964
 DF7964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7964
 DF7964.The ellipsoidal height was determined by GPS observations
 DF7964.and is referenced to NAD 83.
 DF7964
 DF7964.The geoid height was determined by GEOID03.
 DF7964
 DF7964;                    North         East     Units Scale Factor Converg.
 DF7964;SPC MS E     -   554,410.770   281,657.578   MT  0.99995415   -0 06 47.3
 DF7964;SPC MS E     - 1,818,929.33    924,071.57   sFT  0.99995415   -0 06 47.3
 DF7964;UTM  16      - 3,819,458.203   313,343.631   MT  1.00002946   -1 09 06.7
 DF7964
 DF7964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7964!SPC MS E     -   0.99998622  x   0.99995415  =   0.99994037
 DF7964!UTM  16      -   0.99998622  x   1.00002946  =   1.00001568
 DF7964
 DF7964                          SUPERSEDED SURVEY CONTROL
 DF7964
 DF7964  NAD 83(1993)-  34 29 59.50502(N)    089 01 59.03180(W) AD(       ) B
 DF7964  ELLIP H (09/08/03)   87.819  (m)                       GP(       ) 4 1
 DF7964
 DF7964.Superseded values are not recommended for survey control.
 DF7964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7964.See file dsdata.txt to determine how the superseded data were derived.
 DF7964
 DF7964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1334419458(NAD 83)
 DF7964_MARKER: A = ALUMINUM MARKER
 DF7964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7964_STAMPING: GR 34308900 2002
 DF7964_MARK LOGO: USACE 
 DF7964_PROJECTION: FLUSH
 DF7964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7964+STABILITY: POSITION/ELEVATION WELL
 DF7964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7964+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2008
 DF7964_ROD/PIPE-DEPTH:  6.9 meters
 DF7964_SLEEVE-DEPTH  :  0.9 meters
 DF7964
 DF7964  HISTORY     - Date     Condition        Report By
 DF7964  HISTORY     - 20020307 MONUMENTED       USACE
 DF7964  HISTORY     - 20080425 GOOD             INDIV
 DF7964
 DF7964                          STATION DESCRIPTION
 DF7964
 DF7964'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7964'MARK IS LOCATED AT (EXIT NO. 61) U.S. HIGHWAY 78 AND MISSISSIPPI STATE
 DF7964'HIGHWAY 30, ALONG THE
 DF7964'EAST RIGHT OF WAY FENCE OF THE NORTHBOUND LANE, 0.2 MILES (0.3
 DF7964'KILOMETERS) NORTHWEST OF
 DF7964'THE EXIT ON RAMP ACCESS TO NORTHBOUND LANE OF U.S. HIGHWAY 78. MARK IS
 DF7964'LOCATED 90.5 FEET
 DF7964'(27.6 METERS) NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 78 NORTHBOUND
 DF7964'LANE 121.0 FEET (36.9
 DF7964'METERS) SOUTHEAST OF MIDDLE POST OF THREE LARGE CONCRETE FENCE BRACE
 DF7964'POSTS, 230.0 FEET
 DF7964'(70.1 METERS) NORTHWEST OF BRITT MOBILE HOMES SIGN AND 2.0 FEET (0.6
 DF7964'METERS) SOUTHWEST
 DF7964'OF A CONCRETE FENCE POST AND CARSONITE WITNESS POST. A STAINLESS STEEL
 DF7964'ROD WITH A
 DF7964'DRILLED DATUM POINT SET UNDER AN ALUMINUM ACCESS COVER STAMPED GR
 DF7964'34308900 2002, FLUSH
 DF7964'WITH GROUND. MARK IS RECESSED 6 CENTIMETERS.
 DF7964'SECTION 6, TOWNSHIP 7 SOUTH, RANGE 3 EAST.
 DF7964' 
 DF7964'
 DF7964
 DF7964                          STATION RECOVERY (2008)
 DF7964
 DF7964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CP)
 DF7964'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DF7963 ***********************************************************************
 DF7963  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7963  DESIGNATION -  GR 34309000
 DF7963  PID         -  DF7963
 DF7963  STATE/COUNTY-  MS/PANOLA
 DF7963  USGS QUAD   -  SENATOBIA (1982)
 DF7963
 DF7963                         *CURRENT SURVEY CONTROL
 DF7963  ___________________________________________________________________
 DF7963* NAD 83(2007)-  34 30 36.89379(N)    089 58 49.71833(W)     ADJUSTED  
 DF7963* NAVD 88     -       102.34   (meters)     335.8    (feet)  GPS OBS   
 DF7963  ___________________________________________________________________
 DF7963  EPOCH DATE  -        2002.00
 DF7963  X           -       1,792.765 (meters)                     COMP
 DF7963  Y           -  -5,261,461.096 (meters)                     COMP
 DF7963  Z           -   3,593,271.481 (meters)                     COMP
 DF7963  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DF7963  ELLIP HEIGHT-          75.341 (meters)          (02/10/07) ADJUSTED
 DF7963  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DF7963
 DF7963  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF7963  Type    PID    Designation                      North   East  Ellip
 DF7963  -------------------------------------------------------------------
 DF7963  NETWORK DF7963 GR 34309000                       0.94   0.86   1.65
 DF7963  -------------------------------------------------------------------
 DF7963
 DF7963.The horizontal coordinates were established by GPS observations
 DF7963.and adjusted by the National Geodetic Survey in February 2007.
 DF7963
 DF7963.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF7963.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF7963.The horizontal coordinates are valid at the epoch date displayed above.
 DF7963.The epoch date for horizontal control is a decimal equivalence
 DF7963.of Year/Month/Day.
 DF7963
 DF7963.The orthometric height was determined by GPS observations and a
 DF7963.high-resolution geoid model.
 DF7963.The orthometric height was determined by GPS observations and a
 DF7963.high-resolution geoid model using precise GPS observation and
 DF7963.processing techniques.
 DF7963
 DF7963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7963
 DF7963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7963
 DF7963.The ellipsoidal height was determined by GPS observations
 DF7963.and is referenced to NAD 83.
 DF7963
 DF7963.The geoid height was determined by GEOID03.
 DF7963
 DF7963;                    North         East     Units Scale Factor Converg.
 DF7963;SPC MS W     -   555,601.226   732,400.778   MT  0.99996293   +0 11 59.7
 DF7963;SPC MS W     - 1,822,835.02  2,402,884.89   sFT  0.99996293   +0 11 59.7
 DF7963;UTM  16      - 3,822,767.956   226,371.463   MT  1.00052298   -1 41 22.7
 DF7963;UTM  15      - 3,822,874.426   777,214.363   MT  1.00054733   +1 42 42.5
 DF7963
 DF7963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7963!SPC MS W     -   0.99998817  x   0.99996293  =   0.99995110
 DF7963!UTM  16      -   0.99998817  x   1.00052298  =   1.00051115
 DF7963!UTM  15      -   0.99998817  x   1.00054733  =   1.00053550
 DF7963
 DF7963                          SUPERSEDED SURVEY CONTROL
 DF7963
 DF7963  NAD 83(1993)-  34 30 36.89347(N)    089 58 49.71780(W) AD(       ) B
 DF7963  ELLIP H (09/08/03)   75.343  (m)                       GP(       ) 4 1
 DF7963
 DF7963.Superseded values are not recommended for survey control.
 DF7963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7963.See file dsdata.txt to determine how the superseded data were derived.
 DF7963
 DF7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2637122768(NAD 83)
 DF7963_MARKER: I = METAL ROD
 DF7963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7963_STAMPING: GR 34309000 2002
 DF7963_MARK LOGO: USACE 
 DF7963_PROJECTION: FLUSH
 DF7963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7963+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 DF7963_ROD/PIPE-DEPTH: 13.7 meters
 DF7963_SLEEVE-DEPTH  :  0.9 meters
 DF7963
 DF7963  HISTORY     - Date     Condition        Report By
 DF7963  HISTORY     - 20020306 MONUMENTED       USACE
 DF7963  HISTORY     - 20070123 GOOD             EMCINC
 DF7963
 DF7963                          STATION DESCRIPTION
 DF7963
 DF7963'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7963'MARK IS LOCATED 2.25 MILES (3.6 KILOMETERS) WEST OF COMO, MISSISSIPPI.
 DF7963'TO REACH THE MARK
 DF7963'FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND MISSISSIPPI STATE HIGHWAY
 DF7963'310 IN COMO,
 DF7963'MISSISSIPPI, PROCEED WEST ALONG MISSISSIPPI STATE HIGHWAY 310 FOR 1.75
 DF7963'MILES (2.8
 DF7963'KILOMETERS) TO A GRAVEL DRIVEWAY AT 13002 HIGHWAY 310 ON THE LEFT AND
 DF7963'THE MARK. MARK IS
 DF7963'LOCATED 46.7 FEET (14.2 METERS) SOUTH OF CENTERLINE OF HIGHWAY 310,
 DF7963'130.6 FEET (39.8 METERS)
 DF7963'EAST OF GRAVEL DRIVEWAY 109.0 FEET (33.2 METERS) WEST OF AN 8 INCH
 DF7963'ROUND FENCE CORNER
 DF7963'POST, 2.9 FEET (0.9 METERS) NORTH OF A FENCE LINE AND WITNESS POST. A
 DF7963'STAINLESS STEEL ROD
 DF7963'ENCASED IN 1.5 INCH PVC PIPE. ACCESS COVER STAMPED GR 34309000 2002,
 DF7963'FLUSH WITH GROUND.
 DF7963'MONUMENT IS RECESSED 6 CENTIMETERS.
 DF7963'SECTION 6, TOWNSHIP 7 SOUTH, RANGE 7 WEST.
 DF7963' 
 DF7963'
 DF7963
 DF7963                          STATION RECOVERY (2007)
 DF7963
 DF7963'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DF7963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DF7957 ***********************************************************************
 DF7957  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7957  DESIGNATION -  GR 35008930
 DF7957  PID         -  DF7957
 DF7957  STATE/COUNTY-  MS/MARSHALL
 DF7957  USGS QUAD   -  MT PLEASANT (1971)
 DF7957
 DF7957                         *CURRENT SURVEY CONTROL
 DF7957  ___________________________________________________________________
 DF7957* NAD 83(2007)-  34 59 39.02070(N)    089 30 05.80151(W)     ADJUSTED  
 DF7957* NAVD 88     -       127.40   (meters)     418.0    (feet)  GPS OBS   
 DF7957  ___________________________________________________________________
 DF7957  EPOCH DATE  -        2002.00
 DF7957  X           -      45,500.333 (meters)                     COMP
 DF7957  Y           -  -5,230,681.453 (meters)                     COMP
 DF7957  Z           -   3,637,394.496 (meters)                     COMP
 DF7957  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DF7957  ELLIP HEIGHT-          99.740 (meters)          (02/10/07) ADJUSTED
 DF7957  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF7957
 DF7957  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF7957  Type    PID    Designation                      North   East  Ellip
 DF7957  -------------------------------------------------------------------
 DF7957  NETWORK DF7957 GR 35008930                       0.96   0.86   1.74
 DF7957  -------------------------------------------------------------------
 DF7957
 DF7957.The horizontal coordinates were established by GPS observations
 DF7957.and adjusted by the National Geodetic Survey in February 2007.
 DF7957
 DF7957.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF7957.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF7957.The horizontal coordinates are valid at the epoch date displayed above.
 DF7957.The epoch date for horizontal control is a decimal equivalence
 DF7957.of Year/Month/Day.
 DF7957
 DF7957.The orthometric height was determined by GPS observations and a
 DF7957.high-resolution geoid model.
 DF7957.The orthometric height was determined by GPS observations and a
 DF7957.high-resolution geoid model using precise GPS observation and
 DF7957.processing techniques.
 DF7957
 DF7957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7957
 DF7957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7957
 DF7957.The ellipsoidal height was determined by GPS observations
 DF7957.and is referenced to NAD 83.
 DF7957
 DF7957.The geoid height was determined by GEOID03.
 DF7957
 DF7957;                    North         East     Units Scale Factor Converg.
 DF7957;SPC MS E     -   609,430.694   238,992.355   MT  0.99999585   -0 22 59.8
 DF7957;SPC MS E     - 1,999,440.54    784,094.08   sFT  0.99999585   -0 22 59.8
 DF7957;UTM  16      - 3,875,256.357   271,682.596   MT  1.00024251   -1 26 07.0
 DF7957
 DF7957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7957!SPC MS E     -   0.99998434  x   0.99999585  =   0.99998019
 DF7957!UTM  16      -   0.99998434  x   1.00024251  =   1.00022685
 DF7957
 DF7957                          SUPERSEDED SURVEY CONTROL
 DF7957
 DF7957  NAD 83(1993)-  34 59 39.02049(N)    089 30 05.80112(W) AD(       ) B
 DF7957  ELLIP H (09/08/03)   99.744  (m)                       GP(       ) 4 1
 DF7957
 DF7957.Superseded values are not recommended for survey control.
 DF7957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7957.See file dsdata.txt to determine how the superseded data were derived.
 DF7957
 DF7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7168375256(NAD 83)
 DF7957_MARKER: A = ALUMINUM MARKER
 DF7957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7957_STAMPING: GR 35008930 2002
 DF7957_MARK LOGO: USACE 
 DF7957_PROJECTION: FLUSH
 DF7957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7957+STABILITY: POSITION/ELEVATION WELL
 DF7957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7957+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 DF7957_ROD/PIPE-DEPTH: 11.9 meters
 DF7957_SLEEVE-DEPTH  :  0.9 meters
 DF7957
 DF7957  HISTORY     - Date     Condition        Report By
 DF7957  HISTORY     - 20020311 MONUMENTED       USACE
 DF7957
 DF7957                          STATION DESCRIPTION
 DF7957
 DF7957'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7957'MARK IS LOCATED 3.0 MILES (4.8 KILOMETERS) NORTH OF MOUNT PLEASANT,
 DF7957'MISSISSIPPI. TO REACH
 DF7957'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 72 AND MISSISSIPPI
 DF7957'STATE HIGHWAY 311 TO
 DF7957'THE SOUTH AND ROSSVILLE ROAD TO THE NORTH AT MOUNT PLEASANT,
 DF7957'MISSISSIPPI, PROCEED
 DF7957'NORTH ALONG ROSSVILLE ROAD FOR 2.65 MILES (4.3 KILOMETERS) TO ITS
 DF7957'JUNCTION WITH LINWOOD
 DF7957'DRIVE TO THE RIGHT AT THE MISSISSIPPI-TENNESSEE STATE LINE. TURN RIGHT
 DF7957'AND PROCEED EAST
 DF7957'ALONG LINWOOD DRIVE FOR 0.55 MILES (0.9 KILOMETERS) TO A GATED PASTURE
 DF7957'ENTRANCE AND THE
 DF7957'MARK ON THE RIGHT. MARK IS LOCATED 85.5 FEET (26.1 KILOMETERS) SOUTH
 DF7957'OF LINWOOD DRIVE, 16.0
 DF7957'FEET (4.9 METERS) EAST-NORTHEAST OF CENTER OF GATE, 110.0 FEET (33.5
 DF7957'METERS) SOUTHWEST OF
 DF7957'A GALVANIZED CULVER UNDER LINWOOD DRIVE AND 4.0 FEET (1.2 METERS)
 DF7957'NORTHWEST OF A 6 INCH
 DF7957'WOODEN FENCE POST. A STAINLESS STEEL ROD ENCASED IN 1 INCH PVC UNDER
 DF7957'AN ACCESS COVER
 DF7957'STAMPED GR 35008930 2002. MARK IS RECESSED 15 CENTIMETERS BELOW ACCESS
 DF7957'COVER.
 DF7957'SECTION 15, TOWNSHIP 1 SOUTH, RANGE 3 WEST.
 DF7957' 
 DF7957'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1008 ***********************************************************************
 CP1008  DESIGNATION -  GRACE
 CP1008  PID         -  CP1008
 CP1008  STATE/COUNTY-  MS/ISSAQUENA
 CP1008  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1008
 CP1008                         *CURRENT SURVEY CONTROL
 CP1008  ___________________________________________________________________
 CP1008* NAD 83(1993)-  32 58 33.14091(N)    090 57 55.42391(W)     ADJUSTED  
 CP1008* NAVD 88     -        32.152  (meters)     105.49   (feet)  ADJUSTED  
 CP1008  ___________________________________________________________________
 CP1008  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CP1008  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1008  DYNAMIC HT  -          32.117 (meters)     105.37  (feet)  COMP
 CP1008  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 CP1008
 CP1008  HORZ ORDER  -  FIRST
 CP1008  VERT ORDER  -  FIRST     CLASS I
 CP1008
 CP1008.The horizontal coordinates were established by classical geodetic methods
 CP1008.and adjusted by the National Geodetic Survey in May 1994.
 CP1008
 CP1008.The orthometric height was determined by differential leveling
 CP1008.and adjusted in June 1991.
 CP1008
 CP1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP1008
 CP1008.The geoid height was determined by GEOID03.
 CP1008
 CP1008.The dynamic height is computed by dividing the NAVD 88
 CP1008.geopotential number by the normal gravity value computed on the
 CP1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1008.degrees latitude (g = 980.6199 gals.).
 CP1008
 CP1008.The modeled gravity was interpolated from observed gravity values.
 CP1008
 CP1008;                    North         East     Units Scale Factor Converg.
 CP1008;SPC MS W     -   385,541.031   640,918.146   MT  0.99999302   -0 20 38.5
 CP1008;SPC MS W     - 1,264,895.87  2,102,745.62   sFT  0.99999302   -0 20 38.5
 CP1008;UTM  15      - 3,650,450.068   690,132.399   MT  1.00004575   +1 06 27.9
 CP1008
 CP1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP1008!SPC MS W     -   0.99999910  x   0.99999302  =   0.99999212
 CP1008!UTM  15      -   0.99999910  x   1.00004575  =   1.00004485
 CP1008
 CP1008:                Primary Azimuth Mark                     Grid Az
 CP1008:SPC MS W     -  ROLLING FORK MUNICIPAL TANK              130 21 44.2
 CP1008:UTM  15      -  ROLLING FORK MUNICIPAL TANK              128 54 37.8
 CP1008
 CP1008|---------------------------------------------------------------------|
 CP1008| PID    Reference Object                     Distance      Geod. Az  |
 CP1008|                                                           dddmmss.s |
 CP1008| CP2817 ROLLING FORK MUNICIPAL TANK         APPROX.10.9 KM 1300105.7 |
 CP1008| CY3683 GRACE RM 1                           34.457 METERS 13326     |
 CP1008| CP2807 ROLLING FORK DEER CR COMP TK        APPROX.11.8 KM 1333457.7 |
 CP1008| CP1007 GRACE AZ MK                                        1901710.7 |
 CP1008| CP1009 GRACE RM 3                           37.500 METERS 28633     |
 CP1008| CP1010 GRACE RM 2                           32.318 METERS 35042     |
 CP1008|---------------------------------------------------------------------|
 CP1008
 CP1008                          SUPERSEDED SURVEY CONTROL
 CP1008
 CP1008  NAD 83(1986)-  32 58 33.15295(N)    090 57 55.41807(W) AD(       ) 1
 CP1008  NAD 27      -  32 58 32.70020(N)    090 57 55.04700(W) AD(       ) 1
 CP1008  NGVD 29 (??/??/92)   32.197  (m)          105.63   (f) ADJ UNCH    1 1
 CP1008
 CP1008.Superseded values are not recommended for survey control.
 CP1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1008.See file dsdata.txt to determine how the superseded data were derived.
 CP1008
 CP1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9013250450(NAD 83)
 CP1008_MARKER: DB = BENCH MARK DISK
 CP1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1008_STAMPING: GRACE 1958
 CP1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1008+STABILITY: SURFACE MOTION
 CP1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1008+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2003
 CP1008
 CP1008  HISTORY     - Date     Condition        Report By
 CP1008  HISTORY     - 1958     MONUMENTED       CGS
 CP1008  HISTORY     - 1958     GOOD             CGS
 CP1008  HISTORY     - 1965     GOOD             CGS
 CP1008  HISTORY     - 1973     GOOD             NGS
 CP1008  HISTORY     - 1974     GOOD             NGS
 CP1008  HISTORY     - 1975     GOOD             NGS
 CP1008  HISTORY     - 19920129 MARK NOT FOUND   NGS
 CP1008  HISTORY     - 20030212 GOOD             INDIV
 CP1008
 CP1008                          STATION DESCRIPTION
 CP1008
 CP1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP1008'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF ANGUILLA, 5-1/2
 CP1008'MILES SOUTHEAST OF THE SOUTH END OF LAKE WASHINGTON, 1.0
 CP1008'MILE SOUTH OF THE VILLAGE OF GRACE, ON THE EAST SIDE OF STATE
 CP1008'HIGHWAY 1, IN THE NORTHWEST 1/4 OF SECTION 18, T 13 N, R 7 W.
 CP1008'
 CP1008'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 436, IN
 CP1008'THE VILLAGE OF HAMPTON, GO SOUTHERLY ON HIGHWAY 1 FOR 3.5
 CP1008'MILES TO A CROSSROAD (ABOUT 0.5 MILE WEST OF GRACE), CONTINUE
 CP1008'SOUTHERLY ON HIGHWAY 1 FOR 1.1 MILES TO A STORE AND SERVICE
 CP1008'STATION ON THE LEFT AND STATION AS DESCRIBED.  TO REACH THE
 CP1008'AZIMUTH MARK FROM THE STORE, GO SOUTH ON HIGHWAY 1 FOR 0.3
 CP1008'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP1008'
 CP1008'STATION MARKS ARE STANDARD DISKS, STAMPED GRACE 1958.  THE
 CP1008'SURFACE MARK IS SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE
 CP1008'POST PROJECTING 1 INCH.  IT IS 240 FEET EAST OF THE CENTER
 CP1008'OF STATE HIGHWAY 1, 144 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 CP1008'CORNER OF THE STORE BUILDING, 130 FEET EAST-SOUTHEAST OF A
 CP1008'POWERLINE POLE, 56 FEET SOUTH-SOUTHWEST OF A GRAIN STORAGE TANK
 CP1008'AND 38 FEET EAST OF THE NORTHEAST CORNER OF A SMALL HOUSE.
 CP1008'THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 CP1008'32 INCHES BELOW THE GROUND SURFACE.
 CP1008'
 CP1008'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRACE NO 1 1958,
 CP1008'SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP1008'5 INCHES.  IT IS 146 FEET SOUTH-SOUTHEAST OF THE GRAIN STORAGE
 CP1008'TANK AND 142 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 CP1008'HOUSE.  A WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 CP1008'
 CP1008'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRACE NO 2 1958,
 CP1008'SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST FLUSH WITH
 CP1008'THE GROUND SURFACE.  IT IS 219 FEET EAST OF THE CENTER OF
 CP1008'HIGHWAY 1, 107 FEET NORTHEAST OF THE POWERLINE POLE, 57 FEET
 CP1008'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE BUILDING, 52
 CP1008'FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A BACK YARD
 CP1008'FENCE AND 46 FEET NORTHWEST OF THE GRAIN STORAGE TANK.
 CP1008'
 CP1008'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRACE 1958, SET
 CP1008'IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CP1008'6 INCHES.  IT IS 143 FEET SOUTH OF THE CENTER OF A FIELD
 CP1008'ENTRANCE, 142 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 CP1008'OF STATE HIGHWAY 1 AND SIDE ROAD LEADING EAST, 52 FEET WEST OF
 CP1008'THE CENTER OF HIGHWAY 1 AND 3 FEET NORTH OF A POWERLINE POLE.
 CP1008'A WHITE POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 CP1008'
 CP1008'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP1008
 CP1008                          STATION RECOVERY (1958)
 CP1008
 CP1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP1008'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE WITH THE
 CP1008'FOLLOWING EXCEPTIONS--THE MEASURED DISTANCE FROM THE SOUTHEAST
 CP1008'CORNER OF THE STORE TO THE STATION MARK WAS FOUND TO BE 153
 CP1008'FEET INSTEAD OF 144 FEET.
 CP1008'
 CP1008'A NEW FENCE HAS BEEN CONSTRUCTED FOR A YARD BOUNDARY.  THE
 CP1008'STATION MARK IS 79 FEET SOUTH OF THE EAST-WEST FENCE.  REFERENCE
 CP1008'MARK 2 IS 48 FEET WEST OF THE NORTH-SOUTH FENCE AND 27 FEET
 CP1008'NORTH OF THE EAST-WEST FENCE.
 CP1008
 CP1008                          STATION RECOVERY (1965)
 CP1008
 CP1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP1008'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 CP1008'
 CP1008'DESCRIPTION OF THE STATION, LOCATION AND ROUTE TO THE STATION
 CP1008'IS ADEQUATELY DESCRIBED IN THE 1958 DESCRIPTION NOTE.
 CP1008'
 CP1008'PROPERTY ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED
 CP1008'BY A MR. AND MRS. W.E. HOLCOMB WHO LIVES ABOUT 153 FEET
 CP1008'NORTH-NORTHWEST OF THE STATION MARK, IN A SMALL HOUSE WHICH
 CP1008'IS ATTACHED TO A SMALL STORE.
 CP1008'
 CP1008'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP1008
 CP1008                          STATION RECOVERY (1973)
 CP1008
 CP1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 CP1008'THE STATION, R.M. 2, AND THE AZIMUTH MARK WAS RECOVERED IN
 CP1008'GOOD CONDITION.
 CP1008'
 CP1008'GRACE R.M. 1, WAS NOT RECOVERED, BUT COULD BE COVERED.
 CP1008'
 CP1008'THE ORIGINAL DESCRIPTION.  TO REACH IS ADEQUATE AS DESCRIBED
 CP1008'IN QUAD 320904.
 CP1008'
 CP1008'STATION 1034 DATED JULY 1960.
 CP1008'
 CP1008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 CP1008'SOUTH OF THE SMALL VILLAGE OF GRACE.
 CP1008
 CP1008                          STATION RECOVERY (1974)
 CP1008
 CP1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CP1008'1.55 MI SSW FROM GRACE.
 CP1008'ABOUT 0.45 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 CP1008'AND STORE AT GRACE, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 1, 242
 CP1008'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 153 FEET SOUTHEAST OF THE
 CP1008'SOUTHEAST CORNER OF THE FARMERS GROCERY STORE, 124 FEET WEST OF THE
 CP1008'SOUTHWEST CORNER OF A MACHINE SHED (TIN ROOF WITH NO WALLS), 106.03
 CP1008'FEET SOUTH OF GRACE RM 2, 70.4 FEET NORTH OF A 14-INCH LIVE OAK TREE,
 CP1008'38 FEET EAST OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 1 FOOT
 CP1008'BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CP1008'1-INCH UNDERGROUND.  SECTION 18, T 13N, R 7W.
 CP1008
 CP1008                          STATION RECOVERY (1975)
 CP1008
 CP1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CP1008'THE STATION WAS VISITED 10-6-75 AND THE STATION MARK, REFERENCE
 CP1008'MARK NO 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CP1008'CONDITION.  REFERENCE MARK NO 1 WAS NOT FOUND AND WAS PREVIOUSLY
 CP1008'REPORTED DESTROYED.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED
 CP1008'AT THIS DATE.  A NEW DECRIPTION FOLLOWS--
 CP1008'
 CP1008'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF AUGUILLA, 5.5
 CP1008'MILES SOUTHEAST OF THE SOUTH END OF LAKE WASHINGTON, 1 MILE SOUTH
 CP1008'OF THE VILLAGE OF GRACE IN THE NORTHWEST 1/4 SECTION 18, T 13 N,
 CP1008'R 7W.
 CP1008'
 CP1008'TO REACH FROM THE POST OFFICE AND STORE IN GRACE GO SOUTHWEST
 CP1008'ALONG PAVED ROAD FOR 0.45 MILE TO JUNCTION OF STATE HIGHWAY 1,
 CP1008'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 1 FOR 1.1 MILES TO A
 CP1008'STORE AND STATION ON LEFT.
 CP1008'
 CP1008'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK,
 CP1008'STAMPED GRACE 1958 SET IN TOP OF A SQUARE CONCRETE POST 1 INCH
 CP1008'BELOW THE SURFACE OF THE GROUND.  IT IS 242 FEET EAST OF THE
 CP1008'CENTER OF HIGHWAY 1, 153 FEET SOUTHEAST OF SOUTHEAST CORNER
 CP1008'OF STORE, 124 FEET WEST OF SOUTHWEST CORNER OF A METAL ROOFED
 CP1008'OPEN SHED, 70.4 FEET NORTH OF A 14 INCH LIVE OAK TREE AND 38
 CP1008'FEET EAST OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE.
 CP1008'
 CP1008'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CP1008'GRACE NO 2 1958 SET IN TOP OF A SQUARE CONCRETE POST 1 INCH BELOW
 CP1008'SURFACE OF GROUND.  IT IS IN BACK LAWN OF STORE, 215 FEET EAST
 CP1008'OF THE CENTER OF HIGHWAY 1, 56.5 FEET SOUTHEAST OF THE
 CP1008'SOUTHEAST CORNER OF STORE, 46 FEET NORTHWEST OF A ROUND METAL
 CP1008'GRAIN BIN, 26 FEET NORTH OF A FENCE LINE AND 10.5 FEET SOUTHEAST
 CP1008'OF AN 8 INCH PECAN TREE.
 CP1008'
 CP1008'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CP1008'GRACE 1958 NO 3 1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH
 CP1008'WITH THE GROUND.  IT IS 121 FEET EAST OF THE CENTER OF HIGHWAY 1,
 CP1008'68 FEET SOUTHEAST OF THE SOUTH END OF CONCRETE
 CP1008'FOUNDATION FOR GAS PUMPS, 62.5 FEET WEST-NORTHWEST OF NORTHWEST
 CP1008'CORNER OF SMALL FRAME HOUSE, 1.3 FEET NORTH OF POWER POLE WITH
 CP1008'YARD LIGHT AND 1 FOOT SOUTH OF METAL WITNESS POST AND SIGN.
 CP1008'
 CP1008'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 IS 122.45
 CP1008'FEET, 37.324 METERS.
 CP1008'
 CP1008'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 CP1008'GRACE 1958 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 CP1008'4 INCHES.  IT IS 0.3 MILE SOUTH OF THE STATION, 123 FEET NORTH
 CP1008'OF THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING EAST,
 CP1008'53 FEET WEST OF THE CENTER OF HIGHWAY 1, 3.5 FEET NORTH OF POWER
 CP1008'POLE NO. 62 AND 2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP1008'
 CP1008'TO REACH AZIMUTH MARK FROM STATION GO SOUTH ON STATE HIGHWAY
 CP1008'1 FOR 0.3 MILE TO MARK ON RIGHT.
 CP1008
 CP1008                          STATION RECOVERY (1992)
 CP1008
 CP1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1008'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CP1008
 CP1008                          STATION RECOVERY (2003)
 CP1008
 CP1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JTF)
 CP1008'MARK WAS RECOVERED IN GOOD CONDITION APPROXIMATELY 2 TO 3 INCHES DEEP
 CP1008'IN THE EDGE OF A GRAVEL DRIVE.  A 5/8 INCH METAL ROD WAS DRIVEN ON THE
 CP1008'EAST EDGE OF THE MONUMENT TO AID IN RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1010 ***********************************************************************
 CP1010  DESIGNATION -  GRACE RM 2
 CP1010  PID         -  CP1010
 CP1010  STATE/COUNTY-  MS/ISSAQUENA
 CP1010  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1010
 CP1010                         *CURRENT SURVEY CONTROL
 CP1010  ___________________________________________________________________
 CP1010* NAD 83(1986)-  32 58 32.     (N)    090 57 55.     (W)     SCALED    
 CP1010* NAVD 88     -        32.094  (meters)     105.30   (feet)  ADJUSTED  
 CP1010  ___________________________________________________________________
 CP1010  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1010  DYNAMIC HT  -          32.059 (meters)     105.18  (feet)  COMP
 CP1010  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 CP1010
 CP1010  VERT ORDER  -  FIRST     CLASS I
 CP1010
 CP1010.The horizontal coordinates were scaled from a topographic map and have
 CP1010.an estimated accuracy of +/- 6 seconds.
 CP1010
 CP1010.The orthometric height was determined by differential leveling
 CP1010.and adjusted in June 1991.
 CP1010
 CP1010.The geoid height was determined by GEOID03.
 CP1010
 CP1010.The dynamic height is computed by dividing the NAVD 88
 CP1010.geopotential number by the normal gravity value computed on the
 CP1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1010.degrees latitude (g = 980.6199 gals.).
 CP1010
 CP1010.The modeled gravity was interpolated from observed gravity values.
 CP1010
 CP1010;                    North         East    Units  Estimated Accuracy
 CP1010;SPC MS W     -   385,510.      640,930.      MT  (+/- 180 meters Scaled)
 CP1010
 CP1010                          SUPERSEDED SURVEY CONTROL
 CP1010
 CP1010  NGVD 29 (??/??/92)   32.139  (m)          105.44   (f) ADJ UNCH    1 1
 CP1010
 CP1010.Superseded values are not recommended for survey control.
 CP1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1010.See file dsdata.txt to determine how the superseded data were derived.
 CP1010
 CP1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS901504(NAD 83)
 CP1010_MARKER: DR = REFERENCE MARK DISK
 CP1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1010_STAMPING: GRACE NO 2 1958
 CP1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1010+STABILITY: SURFACE MOTION
 CP1010
 CP1010  HISTORY     - Date     Condition        Report By
 CP1010  HISTORY     - 1958     MONUMENTED       CGS
 CP1010  HISTORY     - 1974     GOOD             NGS
 CP1010  HISTORY     - 19920129 MARK NOT FOUND   NGS
 CP1010
 CP1010                          STATION DESCRIPTION
 CP1010
 CP1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1010'1.65 MI SSW FROM GRACE.
 CP1010'ABOUT 0.45 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 CP1010'AND STORE AT GRACE, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 1, 222
 CP1010'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 56.3 FEET SOUTHEAST OF
 CP1010'THE SOUTHEAST CORNER OF THE FARMERS STORE, 141.8 FEET EAST OF THE EAST
 CP1010'EDGE OF A CONCRETE FOUNDATION FOR GAS PUMPS, 46 FEET NORTHWEST OF A
 CP1010'ROUND TIN GRAIN BIN, 106.03 FEET NORTH OF GRACE 1958 TRIANGULATION
 CP1010'STATION, 10.6 FEET WEST-SOUTHWEST OF AN 8-INCH PECAN TREE, ABOUT 1 1/2
 CP1010'FEET BELOW LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CP1010'1-INCH BELOW THE LAWN.  SECTION 18, T 13N, R 7W.
 CP1010
 CP1010                          STATION RECOVERY (1992)
 CP1010
 CP1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1010'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1009 ***********************************************************************
 CP1009  DESIGNATION -  GRACE RM 3
 CP1009  PID         -  CP1009
 CP1009  STATE/COUNTY-  MS/ISSAQUENA
 CP1009  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1009
 CP1009                         *CURRENT SURVEY CONTROL
 CP1009  ___________________________________________________________________
 CP1009* NAD 83(1986)-  32 58 32.     (N)    090 57 55.     (W)     SCALED    
 CP1009* NAVD 88     -        32.32   (+/-2cm)     106.0    (feet)  VERTCON   
 CP1009  ___________________________________________________________________
 CP1009  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CP1009  VERT ORDER  -  THIRD (See Below)
 CP1009
 CP1009.The horizontal coordinates were scaled from a topographic map and have
 CP1009.an estimated accuracy of +/- 6 seconds.
 CP1009
 CP1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1009.The vertical order pertains to the NGVD 29 superseded value.
 CP1009
 CP1009.The geoid height was determined by GEOID03.
 CP1009
 CP1009;                    North         East    Units  Estimated Accuracy
 CP1009;SPC MS W     -   385,510.      640,930.      MT  (+/- 180 meters Scaled)
 CP1009
 CP1009                          SUPERSEDED SURVEY CONTROL
 CP1009
 CP1009  NGVD 29 (08/12/04)   32.37   (m)          106.2    (f) RESET       3  
 CP1009
 CP1009.Superseded values are not recommended for survey control.
 CP1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1009.See file dsdata.txt to determine how the superseded data were derived.
 CP1009
 CP1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS901504(NAD 83)
 CP1009_MARKER: DR = REFERENCE MARK DISK
 CP1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP1009_STAMPING: GRACE 1958 RM 3 1975
 CP1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP1009+STABILITY: SURFACE MOTION
 CP1009
 CP1009  HISTORY     - Date     Condition        Report By
 CP1009  HISTORY     - 1975     MONUMENTED       NGS
 CP1009  HISTORY     - 19920129 MARK NOT FOUND   NGS
 CP1009
 CP1009                          STATION DESCRIPTION
 CP1009
 CP1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CP1009'1.55 MI SSW FROM GRACE.
 CP1009'ABOUT 0.45 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AND
 CP1009'STORE AT GRACE, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 1, 121 FEET
 CP1009'EAST OF THE CENTER OF HIGHWAY 1, 68 FEET SOUTHEAST OF THE SOUTH END OF
 CP1009'CONCRETE FOUNDATION FOR GAS PUMPS, 62.5 FEET WEST-NORTHWEST OF THE
 CP1009'NORTHWEST CORNER OF A SMALL FRAME HOUSE, 1.3 FEET NORTH OF A POWER
 CP1009'POLE WITH YARD LIGHT ATTACHED AND 1 FOOT SOUTH OF A METAL WITNESS POST
 CP1009'AND SIGN.  IT IS SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH
 CP1009'THE SURFACE OF THE GROUND.  SECTION 18, T 13N, R 7W.
 CP1009
 CP1009                          STATION RECOVERY (1992)
 CP1009
 CP1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1009'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2486 ***********************************************************************
 BH2486  DESIGNATION -  GRAHAM
 BH2486  PID         -  BH2486
 BH2486  STATE/COUNTY-  MS/JACKSON
 BH2486  USGS QUAD   -  VANCLEAVE (1982)
 BH2486
 BH2486                         *CURRENT SURVEY CONTROL
 BH2486  ___________________________________________________________________
 BH2486* NAD 83(1993)-  30 33 09.82236(N)    088 39 07.00416(W)     ADJUSTED  
 BH2486* NAVD 88     -        32.60   (+/-2cm)     107.0    (feet)  VERTCON   
 BH2486  ___________________________________________________________________
 BH2486  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BH2486  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH2486  HORZ ORDER  -  FIRST
 BH2486  VERT ORDER  -  THIRD ? (See Below)
 BH2486
 BH2486.The horizontal coordinates were established by classical geodetic methods
 BH2486.and adjusted by the National Geodetic Survey in May 1994.
 BH2486
 BH2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2486.The vertical order pertains to the NGVD 29 superseded value.
 BH2486
 BH2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2486
 BH2486.The geoid height was determined by GEOID03.
 BH2486
 BH2486;                    North         East     Units Scale Factor Converg.
 BH2486;SPC MS E     -   116,706.171   317,402.772   MT  0.99995373   +0 05 31.9
 BH2486;SPC MS E     -   382,893.50  1,041,345.59   sFT  0.99995373   +0 05 31.9
 BH2486;UTM  16      - 3,381,196.035   341,553.313   MT  0.99990971   -0 50 23.7
 BH2486
 BH2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2486!SPC MS E     -   0.99999938  x   0.99995373  =   0.99995311
 BH2486!UTM  16      -   0.99999938  x   0.99990971  =   0.99990909
 BH2486
 BH2486|---------------------------------------------------------------------|
 BH2486| PID    Reference Object                     Distance      Geod. Az  |
 BH2486|                                                           dddmmss.s |
 BH2486| DD8842 GRAHAM RM 3                           6.122 METERS 08926     |
 BH2486| BH0598 TUNG                                APPROX. 9.0 KM 0934356.0 |
 BH2486| DD8843 GRAHAM RM 4                          13.824 METERS 15137     |
 BH2486| DD8841 GRAHAM RM 2                         335.281 METERS 24937     |
 BH2486| DD8840 GRAHAM RM 1                          47.131 METERS 33529     |
 BH2486|---------------------------------------------------------------------|
 BH2486
 BH2486                          SUPERSEDED SURVEY CONTROL
 BH2486
 BH2486  NAD 83(1993)-  30 33 09.83279(N)    088 39 06.99901(W) AD(       ) 1
 BH2486  NAD 83(1986)-  30 33 09.84451(N)    088 39 06.99814(W) AD(       ) 1
 BH2486  NAD 27      -  30 33 09.13300(N)    088 39 06.92100(W) AD(       ) 1
 BH2486  NGVD 29 (07/19/86)   32.57   (m)          106.9    (f) LEVELING    3  
 BH2486
 BH2486.Superseded values are not recommended for survey control.
 BH2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2486.See file dsdata.txt to determine how the superseded data were derived.
 BH2486
 BH2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4155381196(NAD 83)
 BH2486_MARKER: DS = TRIANGULATION STATION DISK
 BH2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2486
 BH2486  HISTORY     - Date     Condition        Report By
 BH2486  HISTORY     - 1930     MONUMENTED       CGS
 BH2486  HISTORY     - 1935     GOOD             CGS
 BH2486  HISTORY     - 1940     GOOD             CGS
 BH2486  HISTORY     - 1943     GOOD             CGS
 BH2486  HISTORY     - 1959     GOOD             CGS
 BH2486  HISTORY     - 1968     GOOD             MSHD
 BH2486
 BH2486                          STATION DESCRIPTION
 BH2486
 BH2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH2486'ABOUT 13 MILES NW OF PASCAGOULA AND 2-1/2 MILES NE OF THE VILLAGE OF
 BH2486'VANCLEAVE, ON THE FENCE LINE BETWEEN THE COUNTY ROAD
 BH2486'RIGHT-OF-WAY AND PROPERTY OF J.Q. GRAHAM WHO LIVES 30 FEET NW OF THE
 BH2486'STATION.  THE MARK IS 3 INCHES ABOVE THE SURFACE, 24 FEET E
 BH2486'OF THE CENTER LINE OF THE N-AND-S COUNTY ROAD, 117 FEET S OF THE
 BH2486'CENTER OF CROSSROADS, AND 29.7 FEET SW OF THE SW CORNER OF THE
 BH2486'HOUSE OF GRAHAM.
 BH2486'
 BH2486'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BH2486'CONCRETE.
 BH2486'
 BH2486'REFERENCE MARK NO. 1, 4 INCHES ABOVE THE SURFACE, IS IN THE SW CORNER
 BH2486'OF THE GARDEN JUST S OF GRAHAMS HOUSE, 5 FEET E OF A FENCE CORNER,
 BH2486'19.5 FEET E OF THE CENTER LINE OF THE ROAD, AND 17.5 FEET N OF THE
 BH2486'CENTER OF A LANE.
 BH2486'
 BH2486'REFERENCE MARK NO. 2, 4 INCHES ABOVE, IS 2.5 FEET E OF A FENCE
 BH2486'CORNER, ON PROPERTY OF A MR. VAN HORN WHO LIVES 200 FEET S.
 BH2486'THE MARK IS 18 FEET S OF THE CENTER LINE OF THE ROAD TO VANCLEAVE.
 BH2486'
 BH2486'REACHED FROM PASCAGOULA BY U.S. HIGHWAY 90 10 MILES W TO
 BH2486'FONTAINEBLEAU, THENCE 10 MILES N ON GRAVEL ROAD TO VANCLEAVE.  TAKE
 BH2486'E ROAD ACROSS MOUNGERS CREEK BRIDGE, WHICH IS ABOUT 0.3 MILE E OF THE
 BH2486'CENTER OF TOWN, AND AFTER CROSSING BRIDGE TAKE LEFT FORK
 BH2486'AND FOLLOW 2.3 MILES NE TO GRAHAMS HOUSE WHICH IS IN SE CORNER OF
 BH2486'CROSSROADS.
 BH2486'
 BH2486'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 BH2486
 BH2486                          STATION RECOVERY (1935)
 BH2486
 BH2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH2486'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 BH2486'CONDITION.
 BH2486'
 BH2486'ABOUT 13 MILES NW OF PASCAGOULA, AND 2-1/2 MILES NE OF VILLAGE OF
 BH2486'VANCLEAVE.
 BH2486'
 BH2486'MR. VAN HORNS HOUSE BURNED DOWN, HOWEVER, THE FOUNDATION STILL SERVES
 BH2486'AS A LANDMARK.
 BH2486'
 BH2486'TO REACH FROM PASCAGOULA GO W ON U.S. HIGHWAY 90 FOR 10.7 MILES TO
 BH2486'FONTAINEBLEAU THEN N ON STATE ROAD 59 FOR 10.4 MILES TO
 BH2486'VANCLEAVE, TURN E AT DEES STORE AND CROSS MOUNGERS CREEK BRIDGE ABOUT
 BH2486'0.3 MILE E OF CENTER OF TOWN.  AFTER CROSSING BRIDGE TAKE LEFT
 BH2486'FORK AND GO 2.4 MILES NE TO GRAHAMS HOUSE.
 BH2486
 BH2486                          STATION RECOVERY (1940)
 BH2486
 BH2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHB)
 BH2486'THE ORIGINAL DESCRIPTION STILL FITS THE STATIONS.  MR. VAN HORNS
 BH2486'HOUSE HAS BURNED DOWN AND THE FOUNDATION HAS NOW BEEN NEARLY
 BH2486'DESTROYED.
 BH2486
 BH2486                          STATION RECOVERY (1943)
 BH2486
 BH2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2486'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1930 AND
 BH2486'ALL MARKS WERE FOUND IN GOOD CONDITION.  A POWER LINE IS NOW
 BH2486'RUNNING DIRECTLY OVER THE GRAHAM 1930 STATION, MAKING IT NECESSARY TO
 BH2486'ERECT AND OCCUPY THE STATION ECCENTRICALLY.  THE ECCENTRIC
 BH2486'STATION MARK ESTABLISHED BY THIS PARTY IS 6.122 METERS, 20.09 FEET, E
 BH2486'OF THE STATION.  THE DISK IS STAMPED GRAHAM NO. 3 1943.
 BH2486'
 BH2486'REFERENCE MARK NO. 2, WHICH IS APPROXIMATELY 0.2 MILE W OF THE
 BH2486'STATION WAS USED AS AN AZIMUTH MARK.
 BH2486'
 BH2486'THE ORIGINAL STATION DESCRIPTION IS COMPLETE AND ADEQUATE.
 BH2486'
 BH2486'DISTANCES AND DIRECTIONS TAKEN IN 1943 FROM GRAHAM ECCENTRIC. (R.M.
 BH2486'NO. 3)
 BH2486'
 BH2486'DISTANCE BETWEEN GRAHAM 1930 AND R.M. NO. 1 IS 154.57 FEET, 47.121
 BH2486'METERS.
 BH2486
 BH2486                          STATION RECOVERY (1959)
 BH2486
 BH2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2486'THE STATION WAS VISITED 7-14-59 AND THE STATION MARKS, REFERENCE MARK
 BH2486'NO. 3 AND REFERENCE MARK NO. 2 (AZIMUTH MARK) WERE FOUND IN GOOD
 BH2486'CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED PRIOR TO THIS DATE.
 BH2486'REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  A NEW
 BH2486'DESCRIPTION FOLLOWS-
 BH2486'
 BH2486'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF THE VILLAGE OF
 BH2486'VANCLEAVE, ABOUT 13 MILES NORTHWEST OF PASCAGOULA, ON THE PROPERTY
 BH2486'OWNED BY MR. ROLAND WARE.  IT IS 120 FEET SOUTH-SOUTHEAST OF THE
 BH2486'CENTER OF THE ROAD JUNCTION, 26 FEET EAST OF THE CENTER OF
 BH2486'THE ROAD, 2 FEET WEST OF A FENCE LINE, 67 FEET SOUTHWEST OF THE
 BH2486'SOUTHWEST CORNER OF A WHITE HOUSE, 19 FEET SOUTHEAST OF A
 BH2486'POWER POLE WITH A TRANSFORMER, 58 FEET WEST OF A FORKED PECAN TREE,
 BH2486'59 FEET SOUTH OF THE SOUTH ONE OF TWO MAGNOLIA TREES, 1 FOOT
 BH2486'NORTHEAST OF A METAL WITNESS POST WITH A WHITE SIGN.  IT IS A
 BH2486'STANDARD DISK, STAMPED GRAHAM 1930, PROJECTING 6 INCHES.
 BH2486'
 BH2486'REFERENCE MARK NO. 3 IS 20.09 FEET EAST OF THE STATION, 38 FEET WEST
 BH2486'OF A FORKED PECAN TREE, 61 FEET SOUTH OF THE SOUTHWEST CORNER
 BH2486'OF THE HOUSE, 16 FEET EAST-NORTHEAST OF A FENCE LINE, AND 62.5 FEET
 BH2486'SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO MAGNOLIA TREES.  IT IS
 BH2486'A STANDARD DISK, STAMPED GRAHAM NO 3 1943, PROJECTING 3 INCHES.
 BH2486'
 BH2486'REFERENCE MARK NO. 4 IS 45.35 FEET SOUTHEAST OF THE STATION, 30 FEET
 BH2486'NORTHEAST OF THE CENTERLINE OF THE ROAD, 64 FEET SOUTHEAST OF A
 BH2486'POWER POLE WITH A TRANSFORMER, 1 FOOT SOUTHWEST OF A FENCE LINE AND
 BH2486'17 FEET SOUTH OF A 12-INCH PECAN TREE.  IT IS A STANDARD DISK,
 BH2486'STAMPED GRAHAM NO 4 1930, PROJECTING 6 INCHES.
 BH2486'
 BH2486'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.15 MILE WEST OF THE STATION,
 BH2486'127 FEET EAST OF THE DRIVEWAY LEADING SOUTH TO A SMALL WHITE
 BH2486'HOUSE SOUTH OF THE ROAD, 28 FEET EAST OF THE PROJECTED PLANE OF THE
 BH2486'EAST WALL OF THE HOUSE, 19 FEET SOUTH OF THE CENTER OF THE
 BH2486'ROAD, 4 FEET NORTH OF A FENCE LINE, 13 FEET WEST OF AN OFFSET FENCE
 BH2486'CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST BEARING A
 BH2486'WHITE SIGN.  IT IS A STANDARD DISK, STAMPED GRAHAM NO 2 1930,
 BH2486'PROJECTING 6 INCHES.
 BH2486'
 BH2486'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF VANCLEAVE
 BH2486'GO NORTH 0.05 MILE (ABOUT 300 FEET) TO A SIDE ROAD RIGHT (STATE
 BH2486'HIGHWAY 59 BEARS LEFT), TURN RIGHT AND GO EAST FOR 0.3 MILE TO A FORK
 BH2486'WITH A STORE IN THE FORK, TAKE LEFT FORK AND GO NORTHEAST AND
 BH2486'EAST FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR
 BH2486'0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT FOR ABOUT 120 FEET TO
 BH2486'THE STATION ON THE LEFT.
 BH2486
 BH2486                          STATION RECOVERY (1968)
 BH2486
 BH2486'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2486'THE STATION WAS VISITED 8-2-68 AND THE STATION MARK, REFERENCE MARK
 BH2486'NO. 3, NO. 4 AND THE AZIMUTH MARK (RM 2) WERE FOUND IN GOOD
 BH2486'CONDITION.
 BH2486'
 BH2486'THE STATION IS LOCATED 2.3 MILES NORTHEAST OF VANCLEAVE AND 14 MILES
 BH2486'NORTHWEST OF PASCAGOULA, IN THE SOUTHWEST 1/4 OF SECTION 2, T
 BH2486'6S, R 7W AND ON PROPERTY OWNED BY MR. ROLAND WARE.  IT IS 124 FEET
 BH2486'SOUTHEAST OF THE CENTER OF A T INTERSECTION, 26 FEET EAST OF
 BH2486'THE CENTER OF A BLACKTOP ROAD, 66.5 FEET SOUTHWEST OF THE SOUTHWEST
 BH2486'CORNER OF A FRAME HOUSE, 12.5 FEET WEST OF THE EXTENDED WEST
 BH2486'WALL OF A FRAME HOUSE, 21 FEET SOUTHEAST OF A POWER LINE POLE WITH A
 BH2486'TRANSFORMER, 58 FEET WEST OF A 20 INCH TWIN PECAN, 56 FEET
 BH2486'SOUTH OF THE SOUTH ONE OF TWO MAGNOLIA TREES AND 1 FOOT EAST OF
 BH2486'A METAL WITNESS POST.
 BH2486'
 BH2486'IT IS A STANDARD TRIANGULATION DISK, STAMPED GRAHAM 1930 PROJECTING 6
 BH2486'INCHES.
 BH2486'
 BH2486'REFERENCE MARK NO. 3 IS 20.09 FEET EAST OF THE STATION.  IT IS 45
 BH2486'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 60.5 FEET SOUTH
 BH2486'SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 36 FEET SOUTHEAST
 BH2486'OF A POWER LINE POLE WITH A TRANSFORMER, 38 FEET WEST OF A 20
 BH2486'INCH TWIN PECAN, 62 FEET SOUTHEAST OF THE SOUTH ONE OF TWO MAGNOLIA
 BH2486'TREES AND 6.5 FEET EAST OF THE EXTENDED WEST WALL OF A FRAME
 BH2486'HOUSE.  IT IS A STANDARD DISK, STAMPED GRAHAM NO 3 1943 PROJECTING 6
 BH2486'INCHES.
 BH2486'
 BH2486'REFERENCE MARK NO. 4 IS 45.35 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2486'29 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 67 FEET
 BH2486'SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 49.5 FEET
 BH2486'SOUTHWEST OF A 20 INCH TWIN PECAN, 18 FEET EAST OF THE EXTENDED
 BH2486'WEST WALL OF A FRAME HOUSE AND 17 FEET SOUTH SOUTHWEST OF A 12 INCH
 BH2486'PECAN.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 BH2486'GRAHAM NO 4 1930 PROJECTING 2 INCHES.
 BH2486'
 BH2486'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 40.14 FEET.
 BH2486'
 BH2486'THE AZIMUTH MARK (RM 2) IS 0.15 MILE WEST OF THE STATION.  IT IS 20
 BH2486'FEET SOUTHEAST OF THE CENTER OF A BLACKTOP ROAD, 22 FEET
 BH2486'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 50 FEET SOUTHWEST
 BH2486'OF A FENCE CORNER, 45 FEET SOUTHEAST OF POLE NO. 27, 35 FEET WEST
 BH2486'SOUTHWEST OF A 12 INCH PECAN AND 1 FOOT SOUTH OF A METAL WITNESS
 BH2486'POST. THE STATION IS VISIBLE FROM THE AZIMUTH.
 BH2486'IT IS A STANDARD REFERENCE MARK DISK, STAMPED NO 2 GRAHAM 1930
 BH2486'PROJECTING 10 INCHES.
 BH2486'TO REACH THE STATION FROM THE VANCLEAVE HIGH SCHOOL AT THE NORTH
 BH2486'EDGE OF VANCLEAVE, GO SOUTHEAST ON MISSISSIPPI HIGHWAY 57
 BH2486'FOR 0.65 MILE TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE EAST
 BH2486'ON A BLACKTOP ROAD FOR 0.3 MILE TO ANOTHER ROAD FORKS.  TAKE
 BH2486'THE LEFT FORK AND CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR
 BH2486'2.2 MILES TO THE AZIMUTH ON THE RIGHT AS
 BH2486'DESCRIBED.  TO REACH THE STATION CONTINUE NORTHEAST ON A BLACKTOP
 BH2486'ROAD FOR 0.15 MILE TO A SIDE ROAD AND THE STATION ON THE RIGHT
 BH2486'AS DESCRIBED.
 BH2486'
 BH2486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.3 MILES NORTHEAST
 BH2486'OF VANCLEAVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1277 ***********************************************************************
 CO1277  DESIGNATION -  GRAND
 CO1277  PID         -  CO1277
 CO1277  STATE/COUNTY-  MS/LAUDERDALE
 CO1277  USGS QUAD   -  MEEHAN (1982)
 CO1277
 CO1277                         *CURRENT SURVEY CONTROL
 CO1277  ___________________________________________________________________
 CO1277* NAD 83(1993)-  32 20 39.88106(N)    088 47 06.98641(W)     ADJUSTED  
 CO1277* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CO1277  ___________________________________________________________________
 CO1277  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CO1277  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CO1277  HORZ ORDER  -  THIRD
 CO1277
 CO1277.The horizontal coordinates were established by classical geodetic methods
 CO1277.and adjusted by the National Geodetic Survey in May 1994.
 CO1277
 CO1277.The orthometric height was scaled from a topographic map.
 CO1277
 CO1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1277
 CO1277.The geoid height was determined by GEOID03.
 CO1277
 CO1277;                    North         East     Units Scale Factor Converg.
 CO1277;SPC MS E     -   315,340.127   304,523.994   MT  0.99995025   +0 01 32.6
 CO1277;SPC MS E     - 1,034,578.40    999,092.47   sFT  0.99995025   +0 01 32.6
 CO1277;UTM  16      - 3,580,012.775   331,993.001   MT  0.99994809   -0 57 19.3
 CO1277
 CO1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1277!SPC MS E     -   0.99998144  x   0.99995025  =   0.99993169
 CO1277!UTM  16      -   0.99998144  x   0.99994809  =   0.99992953
 CO1277
 CO1277|---------------------------------------------------------------------|
 CO1277| PID    Reference Object                     Distance      Geod. Az  |
 CO1277|                                                           dddmmss.s |
 CO1277| CO1702 GRAND RM 1                           14.178 METERS 06157     |
 CO1277| CO1232 MERIDIAN FLINTKOTE CO WATER TANK    APPROX. 4.7 KM 1042022.9 |
 CO1277| CO1704 GRAND AZ MK                                        1872841.3 |
 CO1277| CO1703 GRAND RM 2                           14.738 METERS 31823     |
 CO1277|---------------------------------------------------------------------|
 CO1277
 CO1277                          SUPERSEDED SURVEY CONTROL
 CO1277
 CO1277  NAD 83(1993)-  32 20 39.89266(N)    088 47 06.98654(W) AD(       ) 3
 CO1277  NAD 83(1986)-  32 20 39.89462(N)    088 47 06.98868(W) AD(       ) 3
 CO1277  NAD 27      -  32 20 39.37800(N)    088 47 06.81900(W) AD(       ) 3
 CO1277
 CO1277.Superseded values are not recommended for survey control.
 CO1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1277.See file dsdata.txt to determine how the superseded data were derived.
 CO1277
 CO1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA3199380013(NAD 83)
 CO1277_MARKER: DS = TRIANGULATION STATION DISK
 CO1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1277_SP_SET: CONCRETE POST
 CO1277_STAMPING: GRAND 1956
 CO1277_MARK LOGO: CGS   
 CO1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1277+STABILITY: SURFACE MOTION
 CO1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1277+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1990
 CO1277
 CO1277  HISTORY     - Date     Condition        Report By
 CO1277  HISTORY     - 1956     MONUMENTED       CGS
 CO1277  HISTORY     - 1956     GOOD             CGS
 CO1277  HISTORY     - 1957     GOOD             CGS
 CO1277  HISTORY     - 1964     GOOD             MSHD
 CO1277  HISTORY     - 19900402 GOOD             MSHD
 CO1277
 CO1277                          STATION DESCRIPTION
 CO1277
 CO1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1277'STATION IS LOCATED ON A BRUSH-COVERED KNOLL ABOUT 3 MILES WEST OF
 CO1277'MERIDIAN AND 0.1 MILE NORTH OF U.S. HIGHWAY 80.  IT IS 182 FEET
 CO1277'NORTHEAST OF A DIRT ROAD FORK AND 10 FEET NORTHEAST OF A WHITE
 CO1277'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 CO1277'STAMPED GRAND 1956.
 CO1277'
 CO1277'REFERENCE MARK NO. 1 IS 54 FEET NORTHEAST OF THE WHITE WITNESS
 CO1277'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CO1277'GRAND NO 1 1956.
 CO1277'REFERENCE MARK NO. 2 IS 52 FEET NORTHWEST OF THE WHITE WITNESS
 CO1277'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 CO1277'GRAND NO 2 1956.
 CO1277'
 CO1277'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2
 CO1277'FEET NORTHEAST OF A POWER LINE POLE AND 2 FEET EAST OF A WHITE
 CO1277'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 CO1277'STAMPED GRAND 1956.
 CO1277'
 CO1277'TO REACH THE STATION FROM THE UNDER-PASS AT THE JUNCTION OF U.S.
 CO1277'HIGHWAYS 80 AND 11 AT THE SOUTH SIDE OF MERIDIAN, GO WEST ON
 CO1277'HIGHWAY 80 FOR 3.05 MILES TO A DIRT CROSSROAD.  TURN RIGHT AND GO
 CO1277'NORTH ON DIRT ROAD FOR 0.1 MILE TO A FORK AND THE STATION ON THE
 CO1277'TOP OF THE KNOLL NORTHEAST OF THE FORK AS DESCRIBED.
 CO1277'
 CO1277'TO REACH THE AZIMUTH MARK FROM THE DIRT CROSSROAD, GO SOUTH ON
 CO1277'DIRT AND GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 CO1277'DESCRIBED.
 CO1277'
 CO1277'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CO1277
 CO1277                          STATION RECOVERY (1956)
 CO1277
 CO1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1277'RECOVERED IN GOOD CONDITION.
 CO1277
 CO1277                          STATION RECOVERY (1957)
 CO1277
 CO1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 CO1277'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CO1277'ADEQUATE.
 CO1277
 CO1277                          STATION RECOVERY (1964)
 CO1277
 CO1277'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1277'THE STATION WAS VISITED JANUARY 1964 AND ALL MARKS WERE FOUND IN
 CO1277'GOOD CONDITION.
 CO1277'
 CO1277'THE 1956 DESCRIPTION BY W.N. MARTIN IS ADEQUATE.
 CO1277
 CO1277                          STATION RECOVERY (1990)
 CO1277
 CO1277'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1277'STATION IS LOCATED ABOUT 5 MI (8.0 KM) WEST OF MERIDIAN ON A KNOLL ON
 CO1277'THE NORTH SIDE OF THE I-20 R.O.W. FENCE, 1.2 MI (1.9 KM) EAST OF LOST
 CO1277'GAP AND IS IN SECTION 20, T 6N, R 15E.
 CO1277'TO REACH FROM THE U.S. HIGHWAY 80 BRIDGE OVER I-20 NEAR LOST GAP, GO
 CO1277'NORTHEAST ON OLD HIGHWAY 80 FOR 0.45 MI (0.72 KM) TO A SIDE ROAD
 CO1277'RIGHT, TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO
 CO1277'A FORK, TAKE THE RIGHT FORK AND GO SOUTH ON AN ABANDONED ROAD FOR
 CO1277'0.05 MI (0.08 KM) TO THE MARK ON THE LEFT.
 CO1277'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1277'PROJECTING 3 INCHES, 229.5 FT (70.0 M) NORTHWEST OF THE I-20 R.O.W.
 CO1277'FENCE, 149 FT (45.4 M) NORTHEAST OF THE CENTER OF AN ABANDONED ROAD,
 CO1277'132 FT (40.2 M) NORTHWEST OF THE CENTER OF ANOTHER ABANDONED ROAD,
 CO1277'116 FT (35.4 M) EAST OF A POWER POLE WITH GUY WIRES AND 1 FT (0.3 M)
 CO1277'NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2191 ***********************************************************************
 BH2191  DESIGNATION -  GRAND
 BH2191  PID         -  BH2191
 BH2191  STATE/COUNTY-  MS/JACKSON
 BH2191  USGS QUAD   -  GRAND BAY SW (1977)
 BH2191
 BH2191                         *CURRENT SURVEY CONTROL
 BH2191  ___________________________________________________________________
 BH2191* NAD 83(1993)-  30 19 20.04898(N)    088 25 37.00154(W)     ADJUSTED  
 BH2191* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2191  ___________________________________________________________________
 BH2191  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2191  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BH2191  HORZ ORDER  -  THIRD
 BH2191
 BH2191.The horizontal coordinates were established by classical geodetic methods
 BH2191.and adjusted by the National Geodetic Survey in May 1994.
 BH2191
 BH2191.The orthometric height was scaled from a topographic map.
 BH2191
 BH2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2191
 BH2191.The geoid height was determined by GEOID03.
 BH2191
 BH2191;                    North         East     Units Scale Factor Converg.
 BH2191;SPC MS E     -    91,211.045   339,081.819   MT  0.99996884   +0 12 18.6
 BH2191;SPC MS E     -   299,248.24  1,112,470.93   sFT  0.99996884   +0 12 18.6
 BH2191;SPC AL W     -    36,083.195   510,856.921   MT  1.00003133   -0 28 04.8
 BH2191;UTM  16      - 3,355,355.137   362,814.270   MT  0.99983218   -0 43 13.9
 BH2191
 BH2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2191!SPC MS E     -   1.00000441  x   0.99996884  =   0.99997325
 BH2191!SPC AL W     -   1.00000441  x   1.00003133  =   1.00003574
 BH2191!UTM  16      -   1.00000441  x   0.99983218  =   0.99983659
 BH2191
 BH2191:                Primary Azimuth Mark                     Grid Az
 BH2191:SPC MS E     -  STIR                                     033 39 02.0
 BH2191:SPC AL W     -  STIR                                     034 19 25.4
 BH2191:UTM  16      -  STIR                                     034 34 34.5
 BH2191
 BH2191|---------------------------------------------------------------------|
 BH2191| PID    Reference Object                     Distance      Geod. Az  |
 BH2191|                                                           dddmmss.s |
 BH2191| BH2205 STIR                                APPROX. 8.0 KM 0335120.6 |
 BH2191| BH2172 RAIN                                APPROX.11.9 KM 0414004.8 |
 BH2191| DD8845 GRAND RM 2                           39.640 METERS 07321     |
 BH2191| BH2164 PETIT                               APPROX.12.5 KM 1771003.9 |
 BH2191| BH2160 HORN ISLAND LIGHTHOUSE              APPROX.12.4 KM 2072731.4 |
 BH2191| DD8844 GRAND RM 1                           73.020 METERS 34757     |
 BH2191|---------------------------------------------------------------------|
 BH2191
 BH2191                          SUPERSEDED SURVEY CONTROL
 BH2191
 BH2191  NAD 83(1993)-  30 19 20.05373(N)    088 25 36.99805(W) AD(       ) 3
 BH2191  NAD 83(1986)-  30 19 20.07263(N)    088 25 36.99464(W) AD(       ) 3
 BH2191  NAD 27      -  30 19 19.34300(N)    088 25 36.95700(W) AD(       ) 3
 BH2191
 BH2191.Superseded values are not recommended for survey control.
 BH2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2191.See file dsdata.txt to determine how the superseded data were derived.
 BH2191
 BH2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6281455355(NAD 83)
 BH2191_MARKER: S = SPIKE
 BH2191_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2191_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2191
 BH2191  HISTORY     - Date     Condition        Report By
 BH2191  HISTORY     - 1910     MONUMENTED       CGS
 BH2191  HISTORY     - 1917     POOR             CGS
 BH2191  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2191  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BH2191
 BH2191                          STATION DESCRIPTION
 BH2191
 BH2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2191'STATION IS ON THE SAND RIDGE ABOUT 500 METERS E OF THE W END OF GRAND
 BH2191'BATTURE ISLAND.
 BH2191'
 BH2191'STATION MARK IS A 4-INCH TILE FILLED WITH CONCRETE WITH A SPIKE IN
 BH2191'THE CENTER OF THE TOP, SET FLANGE DOWN IN A MASS OF CONCRETE.
 BH2191'UNDERGROUND MARK IS A 4-INCH TILE FILLED WITH AND SET IN CONCRETE
 BH2191'WITH A SPIKE IN THE CENTER OF THE TOP.
 BH2191'
 BH2191'REFERENCE MARK, A SPIKE IN THE TOP OF A CONCRETE POST, IS 73.02
 BH2191'METERS FROM THE STATION N 12 DEG 03 MIN W.
 BH2191'
 BH2191'ANOTHER REFERENCE MARK, A BRONZE DISK SET IN THE TOP OF A 6-INCH TILE
 BH2191'FILLED WITH CONCRETE AND ABOUT LEVEL WITH THE GROUND, IS 39.64
 BH2191'METERS FROM THE STATION N 73 DEG 21 MIN E. UNDERGROUND MARK
 BH2191'FOR REFERENCE MARK IS A BOTTLE EMBEDDED IN A BLOCK ON CONCRETE.
 BH2191
 BH2191                          STATION RECOVERY (1917)
 BH2191
 BH2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2191'ONLY FIRST-MENTIONED REFERENCE MARK WAS FOUND IN 1917.  THIS
 BH2191'REFERENCE MARK 1 EXTENDS ABOUT 6 FEET ABOVE GROUND.  (EDITORS
 BH2191'NOTE- PIPE HAS APPARENTLY BEEN SET AT THIS R.M.)
 BH2191'
 BH2191'REVISITED IN 1918- UNDERGROUND MARK OF REFERENCE MARK 2 (BOTTLE IN
 BH2191'CONCRETE) ALSO FOUND IN APPROXIMATELY CORRECT POSITION AND
 BH2191'WASHED LOOSE AT HIGH-WATER LINE.  STATION MARK FOUND WASHED LOOSE 5
 BH2191'METERS FROM HIGH WATER AND MOVED ABOUT 12 METERS.
 BH2191'
 BH2191'A NEW REFERENCE MARK (NO. 3), A BRONZE DISK EMBEDDED IN A 2- BY
 BH2191'8-INCH TERRA COTTA TILE, SET IN CONCRETE, WAS ESTABLISHED
 BH2191'36.56 METERS DISTANT FROM 6-FOOT IRON PIPE N 89 DEG 30
 BH2191'MIN E., MAGNETIC, PRISMATIC COMPASS.
 BH2191'
 BH2191'SIGNAL USED IN HYDROGRAPHY WAS BUILT OVER REFERENCE MARK 1.
 BH2191
 BH2191                          STATION RECOVERY (1959)
 BH2191
 BH2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2191'THIS STATION WAS SEARCHED FOR AND WAS NOT RECOVERED, THE ISLAND HAS
 BH2191'ERODED BADLY.  THE STATION HAS PROBABLY BEEN DESTROYED.
 BH2191
 BH2191                          STATION RECOVERY (1990)
 BH2191
 BH2191'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR)
 BH2191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1702 ***********************************************************************
 CP1702  DESIGNATION -  GRAND GULF BOLT
 CP1702  PID         -  CP1702
 CP1702  STATE/COUNTY-  MS/CLAIBORNE
 CP1702  USGS QUAD   -  GRAND GULF (1963)
 CP1702
 CP1702                         *CURRENT SURVEY CONTROL
 CP1702  ___________________________________________________________________
 CP1702* NAD 83(1986)-  32 00 16.     (N)    091 04 32.     (W)     SCALED    
 CP1702* NAVD 88     -        21.95   (+/-2cm)      72.0    (feet)  VERTCON   
 CP1702  ___________________________________________________________________
 CP1702  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1702  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1702
 CP1702.The horizontal coordinates were scaled from a topographic map and have
 CP1702.an estimated accuracy of +/- 6 seconds.
 CP1702
 CP1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1702.The vertical order pertains to the NGVD 29 superseded value.
 CP1702
 CP1702.The geoid height was determined by GEOID03.
 CP1702
 CP1702;                    North         East    Units  Estimated Accuracy
 CP1702;SPC MS W     -   277,880.      629,870.      MT  (+/- 180 meters Scaled)
 CP1702
 CP1702                          SUPERSEDED SURVEY CONTROL
 CP1702
 CP1702  NGVD 29 (??/??/92)   21.965  (m)           72.06   (f) ADJ UNCH    1 2
 CP1702
 CP1702.Superseded values are not recommended for survey control.
 CP1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1702.See file dsdata.txt to determine how the superseded data were derived.
 CP1702
 CP1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR817425(NAD 83)
 CP1702_MARKER: B = BOLT
 CP1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CP1702_SP_SET: TILE
 CP1702_STAMPING: GRAND GULF
 CP1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1702
 CP1702  HISTORY     - Date     Condition        Report By
 CP1702  HISTORY     - UNK      MONUMENTED       MRC
 CP1702  HISTORY     - 1938     GOOD             NGS
 CP1702
 CP1702                          STATION DESCRIPTION
 CP1702
 CP1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1702'2.4 MI SW FROM GRAND GULF.
 CP1702'2.4 MILES SOUTHWEST OF GRAND GULF, CLAIBORNE COUNTY, AT GRAND GULF
 CP1702'LANDING, AT THE SOUTH SIDE OF THE OLD CHUTE BACK OF GRAND GULF ISLAND,
 CP1702'750 FEET FROM THE TOP OF THE MISSISSIPPI RIVER BANK, 700 FEET ALONG
 CP1702'THE ROAD LEADING TO GRAND GULF FROM A POINT IN THE ROAD WHERE IT TURNS
 CP1702'AWAY FROM THE RIVER, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30.9
 CP1702'FEET WEST OF A BLAZED 9-INCH BOX ELDER TREE, 27 FEET WEST OF THE WEST
 CP1702'SIDE OF A WELL-DEFINED DEPRESSION RUNNING FROM THE ROAD TO THE CHUTE,
 CP1702'23.2 FEET SOUTH OF A BLAZED 24-INCH SYCAMORE TREE, AND 12.6 FEET
 CP1702'SOUTHEAST OF A BLAZED 8-INCH BOX ELDER TREE.  A COPPER BOLT SET IN THE
 CP1702'TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 CP1702'THROUGH AN IRON PIPE PROJECTING 12 INCHES ABOVE GROUND AND BEARING A
 CP1702'MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1701 ***********************************************************************
 CP1701  DESIGNATION -  GRAND GULF CAP
 CP1701  PID         -  CP1701
 CP1701  STATE/COUNTY-  MS/CLAIBORNE
 CP1701  USGS QUAD   -  GRAND GULF (1963)
 CP1701
 CP1701                         *CURRENT SURVEY CONTROL
 CP1701  ___________________________________________________________________
 CP1701* NAD 83(1986)-  32 00 16.     (N)    091 04 32.     (W)     SCALED    
 CP1701* NAVD 88     -        23.19   (+/-2cm)      76.1    (feet)  VERTCON   
 CP1701  ___________________________________________________________________
 CP1701  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CP1701  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP1701
 CP1701.The horizontal coordinates were scaled from a topographic map and have
 CP1701.an estimated accuracy of +/- 6 seconds.
 CP1701
 CP1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP1701.The vertical order pertains to the NGVD 29 superseded value.
 CP1701
 CP1701.The geoid height was determined by GEOID03.
 CP1701
 CP1701;                    North         East    Units  Estimated Accuracy
 CP1701;SPC MS W     -   277,880.      629,870.      MT  (+/- 180 meters Scaled)
 CP1701
 CP1701                          SUPERSEDED SURVEY CONTROL
 CP1701
 CP1701  NGVD 29 (??/??/92)   23.211  (m)           76.15   (f) ADJ UNCH    1 2
 CP1701
 CP1701.Superseded values are not recommended for survey control.
 CP1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1701.See file dsdata.txt to determine how the superseded data were derived.
 CP1701
 CP1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR817425(NAD 83)
 CP1701_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CP1701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP1701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP1701_STAMPING: GRAND GULF
 CP1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1701
 CP1701  HISTORY     - Date     Condition        Report By
 CP1701  HISTORY     - UNK      MONUMENTED       MRC
 CP1701  HISTORY     - 1938     GOOD             NGS
 CP1701
 CP1701                          STATION DESCRIPTION
 CP1701
 CP1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CP1701'2.4 MI SW FROM GRAND GULF.
 CP1701'2.4 MILES SOUTHWEST OF GRAND GULF, CLAIBORNE COUNTY, AT GRAND GULF
 CP1701'LANDING, AT THE SOUTH SIDE OF THE OLD CHUTE BACK OF GRAND GULF ISLAND,
 CP1701'750 FEET FROM THE TOP OF THE MISSISSIPPI RIVER BANK, 700 FEET ALONG
 CP1701'THE ROAD LEADING TO GRAND GULF FROM A POINT IN THE ROAD WHERE IT TURNS
 CP1701'AWAY FROM THE RIVER, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30.9
 CP1701'FEET WEST OF A BLAZED 9-INCH BOX ELDER TREE, 27 FEET WEST OF THE WEST
 CP1701'SIDE OF A WELL-DEFINED DEPRESSION RUNNING FROM THE ROAD TO THE CHUTE,
 CP1701'23.2 FEET SOUTH OF A BLAZED 24-INCH SYCAMORE TREE, AND 12.6 FEET
 CP1701'SOUTHEAST OF A BLAZED 8-INCH BOX ELDER TREE.  AN IRON PIPE PROJECTING
 CP1701'12 INCHES ABOVE GROUND AND BEARING A MISSISSIPPI RIVER COMMISSION
 CP1701'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2649 ***********************************************************************
 BH2649  DESIGNATION -  GRAND ISLAND CHANNEL LIGHT 25
 BH2649  PID         -  BH2649
 BH2649  STATE/COUNTY-  MS/HANCOCK
 BH2649  USGS QUAD   -  THREE MILE BAY (1994)
 BH2649
 BH2649                         *CURRENT SURVEY CONTROL
 BH2649  ___________________________________________________________________
 BH2649* NAD 83(1993)-  30 10 46.78424(N)    089 21 52.84631(W)     ADJUSTED  
 BH2649* NAVD 88     -              **(meters)            **(feet)            
 BH2649  ___________________________________________________________________
 BH2649  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH2649  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BH2649  HORZ ORDER  -  THIRD
 BH2649
 BH2649.The horizontal coordinates were established by classical geodetic methods
 BH2649.and adjusted by the National Geodetic Survey in May 1994.
 BH2649
 BH2649
 BH2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2649
 BH2649.The geoid height was determined by GEOID03.
 BH2649
 BH2649;                    North         East     Units Scale Factor Converg.
 BH2649;SPC MS E     -    75,455.917   248,827.175   MT  0.99998229   -0 16 01.6
 BH2649;SPC MS E     -   247,558.29    816,360.49   sFT  0.99998229   -0 16 01.6
 BH2649;SPC LA S     -   187,809.813 1,189,582.511   MT  0.99993059   +0 59 03.7
 BH2649;SPC LA S     -   616,172.69  3,902,821.95   sFT  0.99993059   +0 59 03.7
 BH2649;UTM  16      - 3,341,056.510   272,311.866   MT  1.00023963   -1 11 21.4
 BH2649
 BH2649                          SUPERSEDED SURVEY CONTROL
 BH2649
 BH2649  NAD 83(1986)-  30 10 46.79686(N)    089 21 52.83979(W) AD(       ) 4
 BH2649  NAD 27      -  30 10 46.08201(N)    089 21 52.67235(W) AD(       ) 3
 BH2649
 BH2649.Superseded values are not recommended for survey control.
 BH2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2649.See file dsdata.txt to determine how the superseded data were derived.
 BH2649
 BH2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7231241057(NAD 83)
 BH2649_MARKER: 14 = NAVIGATION LIGHT
 BH2649
 BH2649  HISTORY     - Date     Condition        Report By
 BH2649  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2649
 BH2649                          STATION DESCRIPTION
 BH2649
 BH2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2649'A BLACK SQUARE DAYMARK WITH YELLOW BORDER ON DOLPHIN IN 10 FEET OF
 BH2649'WATER.  LIGHT IS FLASHING WHITE EVERY 4 SECONDS AND IS
 BH2649'APPROXIMATELY 17 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2652 ***********************************************************************
 BH2652  DESIGNATION -  GRAND ISLAND CHANNEL LIGHT 1
 BH2652  PID         -  BH2652
 BH2652  STATE/COUNTY-  MS/HARRISON
 BH2652  USGS QUAD   -  THREE MILE BAY (1994)
 BH2652
 BH2652                         *CURRENT SURVEY CONTROL
 BH2652  ___________________________________________________________________
 BH2652* NAD 83(1993)-  30 10 48.22742(N)    089 18 12.45860(W)     ADJUSTED  
 BH2652* NAVD 88     -              **(meters)            **(feet)            
 BH2652  ___________________________________________________________________
 BH2652  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BH2652  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BH2652  HORZ ORDER  -  THIRD
 BH2652
 BH2652.The horizontal coordinates were established by classical geodetic methods
 BH2652.and adjusted by the National Geodetic Survey in May 1994.
 BH2652
 BH2652
 BH2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2652
 BH2652.The geoid height was determined by GEOID03.
 BH2652
 BH2652;                    North         East     Units Scale Factor Converg.
 BH2652;SPC MS E     -    75,474.452   254,723.282   MT  0.99997528   -0 14 10.8
 BH2652;SPC MS E     -   247,619.10    835,704.63   sFT  0.99997528   -0 14 10.8
 BH2652;SPC LA S     -   187,957.102 1,195,476.524   MT  0.99993061   +1 00 53.9
 BH2652;SPC LA S     -   616,655.93  3,922,159.23   sFT  0.99993061   +1 00 53.9
 BH2652;UTM  16      - 3,340,980.134   278,208.949   MT  1.00020692   -1 09 30.5
 BH2652
 BH2652                          SUPERSEDED SURVEY CONTROL
 BH2652
 BH2652  NAD 83(1986)-  30 10 48.24103(N)    089 18 12.45143(W) AD(       ) 4
 BH2652  NAD 27      -  30 10 47.52700(N)    089 18 12.29200(W) AD(       ) 3
 BH2652
 BH2652.Superseded values are not recommended for survey control.
 BH2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2652.See file dsdata.txt to determine how the superseded data were derived.
 BH2652
 BH2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7820940980(NAD 83)
 BH2652_MARKER: 14 = NAVIGATION LIGHT
 BH2652
 BH2652  HISTORY     - Date     Condition        Report By
 BH2652  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2652
 BH2652                          STATION DESCRIPTION
 BH2652
 BH2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2652'STATION IS A BLACK SQUARE DAYMARK WITH YELLOW BORDER, ON A DOLPHIN.
 BH2652'IT IS 17 FT. HIGH AND MARKS THE TURN IN THE CHANNEL.
 BH2652'
 BH2652'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2653 ***********************************************************************
 BH2653  DESIGNATION -  GRAND ISLAND CHANNEL LIGHT 9
 BH2653  PID         -  BH2653
 BH2653  STATE/COUNTY-  MS/HANCOCK
 BH2653  USGS QUAD   -  THREE MILE BAY (1994)
 BH2653
 BH2653                         *CURRENT SURVEY CONTROL
 BH2653  ___________________________________________________________________
 BH2653* NAD 83(1993)-  30 10 47.74661(N)    089 19 28.78351(W)     ADJUSTED  
 BH2653* NAVD 88     -              **(meters)            **(feet)            
 BH2653  ___________________________________________________________________
 BH2653  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH2653  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BH2653  HORZ ORDER  -  THIRD
 BH2653
 BH2653.The horizontal coordinates were established by classical geodetic methods
 BH2653.and adjusted by the National Geodetic Survey in May 1994.
 BH2653
 BH2653
 BH2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2653
 BH2653.The geoid height was determined by GEOID03.
 BH2653
 BH2653;                    North         East     Units Scale Factor Converg.
 BH2653;SPC MS E     -    75,468.259   252,681.347   MT  0.99997761   -0 14 49.2
 BH2653;SPC MS E     -   247,598.78    829,005.39   sFT  0.99997761   -0 14 49.2
 BH2653;SPC LA S     -   187,906.321 1,193,435.304   MT  0.99993061   +1 00 15.7
 BH2653;SPC LA S     -   616,489.32  3,915,462.33   sFT  0.99993061   +1 00 15.7
 BH2653;UTM  16      - 3,341,006.810   276,166.697   MT  1.00021815   -1 10 08.9
 BH2653
 BH2653                          SUPERSEDED SURVEY CONTROL
 BH2653
 BH2653  NAD 83(1986)-  30 10 47.76024(N)    089 19 28.77650(W) AD(       ) 4
 BH2653  NAD 27      -  30 10 47.05000(N)    089 19 28.61000(W) AD(       ) 3
 BH2653
 BH2653.Superseded values are not recommended for survey control.
 BH2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2653.See file dsdata.txt to determine how the superseded data were derived.
 BH2653
 BH2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7616741007(NAD 83)
 BH2653_MARKER: 14 = NAVIGATION LIGHT
 BH2653
 BH2653  HISTORY     - Date     Condition        Report By
 BH2653  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2653
 BH2653                          STATION DESCRIPTION
 BH2653
 BH2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2653'STATION IS A BLACK SQUARE DAYMARK WITH YELLOW BORDER, ON A DOLPHIN.
 BH2653'IT IS 17 FT. HIGH.
 BH2653'
 BH2653'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2678 ***********************************************************************
 BH2678  DESIGNATION -  GRAND ISLAND CHANNEL LIGHT 41
 BH2678  PID         -  BH2678
 BH2678  STATE/COUNTY-  MS/HANCOCK
 BH2678  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2678
 BH2678                         *CURRENT SURVEY CONTROL
 BH2678  ___________________________________________________________________
 BH2678* NAD 83(1993)-  30 10 45.77157(N)    089 24 15.67275(W)     ADJUSTED  
 BH2678* NAVD 88     -              **(meters)            **(feet)            
 BH2678  ___________________________________________________________________
 BH2678  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BH2678  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BH2678  HORZ ORDER  -  THIRD
 BH2678
 BH2678.The horizontal coordinates were established by classical geodetic methods
 BH2678.and adjusted by the National Geodetic Survey in May 1994.
 BH2678
 BH2678
 BH2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2678
 BH2678.The geoid height was determined by GEOID03.
 BH2678
 BH2678;                    North         East     Units Scale Factor Converg.
 BH2678;SPC MS E     -    75,443.214   245,006.038   MT  0.99998730   -0 17 13.4
 BH2678;SPC MS E     -   247,516.61    803,823.98   sFT  0.99998730   -0 17 13.4
 BH2678;SPC LA S     -   187,713.658 1,185,762.770   MT  0.99993058   +0 57 52.3
 BH2678;SPC LA S     -   615,857.23  3,890,290.02   sFT  0.99993058   +0 57 52.3
 BH2678;UTM  16      - 3,341,105.318   268,490.005   MT  1.00026129   -1 12 33.2
 BH2678
 BH2678                          SUPERSEDED SURVEY CONTROL
 BH2678
 BH2678  NAD 83(1986)-  30 10 45.78429(N)    089 24 15.66650(W) AD(       ) 4
 BH2678  NAD 27      -  30 10 45.06914(N)    089 24 15.49505(W) AD(       ) 3
 BH2678
 BH2678.Superseded values are not recommended for survey control.
 BH2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2678.See file dsdata.txt to determine how the superseded data were derived.
 BH2678
 BH2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6849041105(NAD 83)
 BH2678_MARKER: 14 = NAVIGATION LIGHT
 BH2678
 BH2678  HISTORY     - Date     Condition        Report By
 BH2678  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2678
 BH2678                          STATION DESCRIPTION
 BH2678
 BH2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2678'A BLACK SQUARE DAYMARK WITH YELLOW BORDER ON A DOLPHIN IN 13 FEET OF
 BH2678'WATER.  LIGHT IS FLASHING WHITE EVERY 4 SECONDS AND IS APPROXIMATELY
 BH2678'17 FEET HIGH.  IT IS AT THE W END OF DREDGED CHANNEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2682 ***********************************************************************
 BH2682  DESIGNATION -  GRAND ISLAND CHANNEL LIGHT 33
 BH2682  PID         -  BH2682
 BH2682  STATE/COUNTY-  MS/HANCOCK
 BH2682  USGS QUAD   -  SAINT JOE PASS (1994)
 BH2682
 BH2682                         *CURRENT SURVEY CONTROL
 BH2682  ___________________________________________________________________
 BH2682* NAD 83(1993)-  30 10 46.36197(N)    089 23 07.43557(W)     ADJUSTED  
 BH2682* NAVD 88     -              **(meters)            **(feet)            
 BH2682  ___________________________________________________________________
 BH2682  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BH2682  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BH2682  HORZ ORDER  -  THIRD
 BH2682
 BH2682.The horizontal coordinates were established by classical geodetic methods
 BH2682.and adjusted by the National Geodetic Survey in May 1994.
 BH2682
 BH2682
 BH2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2682
 BH2682.The geoid height was determined by GEOID03.
 BH2682
 BH2682;                    North         East     Units Scale Factor Converg.
 BH2682;SPC MS E     -    75,452.399   246,831.656   MT  0.99998486   -0 16 39.1
 BH2682;SPC MS E     -   247,546.75    809,813.52   sFT  0.99998486   -0 16 39.1
 BH2682;SPC LA S     -   187,762.714 1,187,587.650   MT  0.99993059   +0 58 26.4
 BH2682;SPC LA S     -   616,018.17  3,896,277.15   sFT  0.99993059   +0 58 26.4
 BH2682;UTM  16      - 3,341,085.115   270,316.027   MT  1.00025089   -1 11 58.9
 BH2682
 BH2682                          SUPERSEDED SURVEY CONTROL
 BH2682
 BH2682  NAD 83(1986)-  30 10 46.37462(N)    089 23 07.42920(W) AD(       ) 4
 BH2682  NAD 27      -  30 10 45.65964(N)    089 23 07.25970(W) AD(       ) 3
 BH2682
 BH2682.Superseded values are not recommended for survey control.
 BH2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2682.See file dsdata.txt to determine how the superseded data were derived.
 BH2682
 BH2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7031641085(NAD 83)
 BH2682_MARKER: 14 = NAVIGATION LIGHT
 BH2682
 BH2682  HISTORY     - Date     Condition        Report By
 BH2682  HISTORY     - 1952     FIRST OBSERVED   CGS
 BH2682
 BH2682                          STATION DESCRIPTION
 BH2682
 BH2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BH2682'A BLACK SQUARE DAYMARK WITH YELLOW BORDER ON A DOLPHIN IN 12 FEET OF
 BH2682'WATER.  LIGHT IS FLASHING WHITE EVERY 4 SECONDS AND IS APPROXIMATELY
 BH2682'17 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2197 ***********************************************************************
 BH2197  DESIGNATION -  GRANDE BATTURE 1846
 BH2197  PID         -  BH2197
 BH2197  STATE/COUNTY-  MS/JACKSON
 BH2197  USGS QUAD   -  GRAND BAY SW (1977)
 BH2197
 BH2197                         *CURRENT SURVEY CONTROL
 BH2197  ___________________________________________________________________
 BH2197* NAD 83(1993)-  30 19 26.28920(N)    088 25 14.39957(W)     ADJUSTED  
 BH2197* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2197  ___________________________________________________________________
 BH2197  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BH2197  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BH2197  HORZ ORDER  -  SECOND
 BH2197
 BH2197.The horizontal coordinates were established by classical geodetic methods
 BH2197.and adjusted by the National Geodetic Survey in May 1994.
 BH2197
 BH2197.The orthometric height was scaled from a topographic map.
 BH2197
 BH2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2197
 BH2197.The geoid height was determined by GEOID03.
 BH2197
 BH2197;                    North         East     Units Scale Factor Converg.
 BH2197;SPC MS E     -    91,405.377   339,684.903   MT  0.99996942   +0 12 30.1
 BH2197;SPC MS E     -   299,885.81  1,114,449.55   sFT  0.99996942   +0 12 30.1
 BH2197;UTM  16      - 3,355,539.675   363,420.332   MT  0.99983013   -0 43 02.6
 BH2197
 BH2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2197!SPC MS E     -   1.00000409  x   0.99996942  =   0.99997351
 BH2197!UTM  16      -   1.00000409  x   0.99983013  =   0.99983422
 BH2197
 BH2197:                Primary Azimuth Mark                     Grid Az
 BH2197:SPC MS E     -  POINT AUX PINS                           064 17 36.2
 BH2197:UTM  16      -  POINT AUX PINS                           065 13 08.9
 BH2197
 BH2197|---------------------------------------------------------------------|
 BH2197| PID    Reference Object                     Distance      Geod. Az  |
 BH2197|                                                           dddmmss.s |
 BH2197| BH2188 POINT AUX PINS                      APPROX.11.3 KM 0643006.3 |
 BH2197|---------------------------------------------------------------------|
 BH2197
 BH2197                          SUPERSEDED SURVEY CONTROL
 BH2197
 BH2197  NAD 83(1993)-  30 19 26.29230(N)    088 25 14.40160(W) AD(       ) 2
 BH2197  NAD 83(1986)-  30 19 26.31136(N)    088 25 14.39656(W) AD(       ) 2
 BH2197
 BH2197.Superseded values are not recommended for survey control.
 BH2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2197.See file dsdata.txt to determine how the superseded data were derived.
 BH2197
 BH2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6342055540(NAD 83)
 BH2197
 BH2197  HISTORY     - Date     Condition        Report By
 BH2197  HISTORY     - 1846     MONUMENTED       COASUR
 BH2197  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2197
 BH2197                          STATION DESCRIPTION
 BH2197
 BH2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2197'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2769 ***********************************************************************
 CP2769  DESIGNATION -  GRANGE HALL ATT MW TOWER
 CP2769  PID         -  CP2769
 CP2769  STATE/COUNTY-  MS/WARREN
 CP2769  USGS QUAD   -  VICKSBURG EAST (1962)
 CP2769
 CP2769                         *CURRENT SURVEY CONTROL
 CP2769  ___________________________________________________________________
 CP2769* NAD 83(1993)-  32 15 40.58807(N)    090 51 11.26005(W)     ADJUSTED  
 CP2769* NAVD 88     -              **(meters)            **(feet)            
 CP2769  ___________________________________________________________________
 CP2769  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CP2769  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CP2769  HORZ ORDER  -  THIRD
 CP2769
 CP2769.The horizontal coordinates were established by classical geodetic methods
 CP2769.and adjusted by the National Geodetic Survey in May 1994.
 CP2769
 CP2769
 CP2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2769
 CP2769.The geoid height was determined by GEOID03.
 CP2769
 CP2769;                    North         East     Units Scale Factor Converg.
 CP2769;SPC MS W     -   306,238.925   651,024.939   MT  0.99997957   -0 16 38.9
 CP2769;SPC MS W     - 1,004,718.87  2,135,904.32   sFT  0.99997957   -0 16 38.9
 CP2769;UTM  15      - 3,571,419.522   702,226.921   MT  1.00010435   +1 08 46.9
 CP2769
 CP2769                          SUPERSEDED SURVEY CONTROL
 CP2769
 CP2769  NAD 83(1986)-  32 15 40.60134(N)    090 51 11.25606(W) AD(       ) 4
 CP2769  NAD 27      -  32 15 40.06068(N)    090 51 10.87776(W) AD(       ) 3
 CP2769
 CP2769.Superseded values are not recommended for survey control.
 CP2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2769.See file dsdata.txt to determine how the superseded data were derived.
 CP2769
 CP2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0222771420(NAD 83)
 CP2769_MARKER: 45 = MICROWAVE TOWER
 CP2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2769+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 CP2769
 CP2769  HISTORY     - Date     Condition        Report By
 CP2769  HISTORY     - 1965     FIRST OBSERVED   CGS
 CP2769  HISTORY     - 20030721 GOOD             USPSQD
 CP2769  HISTORY     - 20050315 GOOD             INDIV
 CP2769
 CP2769                          STATION DESCRIPTION
 CP2769
 CP2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2769'TOWER IS CONSTRUCTED OF STEEL, HAS 4-STEEL CHANNEL LEGS,
 CP2769'CONNECTED SECTIONS WHICH ARE PAINTED ORANGE-WHITE,
 CP2769'ALTERNATELY.  TOWER IS ABOUT 300 FEET IN HEIGHT, HAS FOUR LARGE
 CP2769'VOICE MIRRORS MOUNTED AT THE TOP AND TWO VOICE MIRRORS MOUNTED
 CP2769'ON THE EAST SIDE AND ABOUT 30 FEET DOWN FROM THE TOP OF THE
 CP2769'TOWER.
 CP2769'
 CP2769'TOWER IS LOCATED 1-3/4 MILES EAST OF THE SMALL COMMUNITY OF
 CP2769'GRANGE HALL, 6 MILES SOUTH-SOUTHWEST OF VICKSBURG, 1 MILE EAST
 CP2769'OF A SURFACED ROAD AND ABOUT 300 FEET SOUTH OF A GRAVELED ROAD.
 CP2769'
 CP2769'POINT INTERSECTED, WAS A RED LIGHT AT THE TOP OF THE TOWER.
 CP2769
 CP2769                          STATION RECOVERY (2003)
 CP2769
 CP2769'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CP2769'LOCATION IS ON NAILOR ROAD OFF FISHER FERRY ROAD. ACROSS THE ROAD FROM
 CP2769'A BROWN BRICK HOUSE WITH A WOOD FENCE. JUST EAST OF WEDGEWOOD.
 CP2769
 CP2769                          STATION RECOVERY (2005)
 CP2769
 CP2769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WMK)
 CP2769'TOWER IS LOCATED ON GRANGE HALL ROAD ACROSS FROM A BROWN/BRICK HOUSE
 CP2769'WITH A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1616 ***********************************************************************
 BV1616  CBN         -  This is a Cooperative Base Network Control Station.
 BV1616  DESIGNATION -  GRANTHAM
 BV1616  PID         -  BV1616
 BV1616  STATE/COUNTY-  MS/JASPER
 BV1616  USGS QUAD   -  BAY SPRINGS (1974)
 BV1616
 BV1616                         *CURRENT SURVEY CONTROL
 BV1616  ___________________________________________________________________
 BV1616* NAD 83(2007)-  31 53 28.80938(N)    089 15 06.62760(W)     ADJUSTED  
 BV1616* NAVD 88     -       132.9    (meters)     436.     (feet)  GPS OBS   
 BV1616  ___________________________________________________________________
 BV1616  EPOCH DATE  -        2002.00
 BV1616  X           -      70,778.313 (meters)                     COMP
 BV1616  Y           -  -5,420,061.976 (meters)                     COMP
 BV1616  Z           -   3,350,263.244 (meters)                     COMP
 BV1616  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BV1616  ELLIP HEIGHT-         106.474 (meters)          (02/10/07) ADJUSTED
 BV1616  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BV1616
 BV1616  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1616  Type    PID    Designation                      North   East  Ellip
 BV1616  -------------------------------------------------------------------
 BV1616  NETWORK BV1616 GRANTHAM                          0.74   0.96   2.53
 BV1616  -------------------------------------------------------------------
 BV1616
 BV1616.The horizontal coordinates were established by GPS observations
 BV1616.and adjusted by the National Geodetic Survey in February 2007.
 BV1616
 BV1616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1616.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1616.The horizontal coordinates are valid at the epoch date displayed above.
 BV1616.The epoch date for horizontal control is a decimal equivalence
 BV1616.of Year/Month/Day.
 BV1616
 BV1616.The orthometric height was determined by GPS observations and a
 BV1616.high-resolution geoid model.
 BV1616
 BV1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1616
 BV1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1616
 BV1616.The ellipsoidal height was determined by GPS observations
 BV1616.and is referenced to NAD 83.
 BV1616
 BV1616.The geoid height was determined by GEOID03.
 BV1616
 BV1616;                    North         East     Units Scale Factor Converg.
 BV1616;SPC MS E     -   265,176.985   260,409.150   MT  0.99996932   -0 13 16.0
 BV1616;SPC MS E     -   870,001.49    854,359.02   sFT  0.99996932   -0 13 16.0
 BV1616;UTM  16      - 3,530,602.960   287,026.707   MT  1.00015942   -1 11 24.4
 BV1616
 BV1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1616!SPC MS E     -   0.99998328  x   0.99996932  =   0.99995260
 BV1616!UTM  16      -   0.99998328  x   1.00015942  =   1.00014270
 BV1616
 BV1616|---------------------------------------------------------------------|
 BV1616| PID    Reference Object                     Distance      Geod. Az  |
 BV1616|                                                           dddmmss.s |
 BV1616| AI3017 GRANTHAM RM 1                        36.229 METERS 01048     |
 BV1616| AI3016 GRANTHAM AZ MK                                     2073850.2 |
 BV1616| AI3018 GRANTHAM RM 2                        35.317 METERS 24822     |
 BV1616| AI3019 GRANTHAM RM 3                        35.415 METERS 24856     |
 BV1616| BV1621 BAY SPRINGS E MUN TANK              APPROX. 9.9 KM 3430338.4 |
 BV1616|---------------------------------------------------------------------|
 BV1616
 BV1616                          SUPERSEDED SURVEY CONTROL
 BV1616
 BV1616  ELLIP H (04/15/02)  106.507  (m)                       GP(       ) 4 2
 BV1616  ELLIP H (02/15/02)  106.504  (m)                       GP(       ) 4 1
 BV1616  ELLIP H (07/21/95)  106.515  (m)                       GP(       ) 4 1
 BV1616  NAD 83(1993)-  31 53 28.80934(N)    089 15 06.62741(W) AD(       ) B
 BV1616  ELLIP H (01/12/94)  106.524  (m)                       GP(       ) 4 1
 BV1616  NAD 83(1986)-  31 53 28.82294(N)    089 15 06.62767(W) AD(       ) 1
 BV1616  NAD 27      -  31 53 28.26900(N)    089 15 06.41000(W) AD(       ) 1
 BV1616  NGVD 29 (07/21/95)  132.8    (m)          436.     (f) GPS OBS     3  
 BV1616
 BV1616.Superseded values are not recommended for survey control.
 BV1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1616.See file dsdata.txt to determine how the superseded data were derived.
 BV1616
 BV1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA8702730603(NAD 83)
 BV1616_MARKER: DS = TRIANGULATION STATION DISK
 BV1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1616_SP_SET: CONCRETE POST
 BV1616_STAMPING: GRANTHAM 1935
 BV1616_MARK LOGO: CGS   
 BV1616_PROJECTION: RECESSED 20 CENTIMETERS
 BV1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1616+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 BV1616
 BV1616  HISTORY     - Date     Condition        Report By
 BV1616  HISTORY     - 1935     MONUMENTED       CGS
 BV1616  HISTORY     - 1935     GOOD             CGS
 BV1616  HISTORY     - 1940     MARK NOT FOUND   CGS
 BV1616  HISTORY     - 1956     GOOD             CGS
 BV1616  HISTORY     - 1964     GOOD             CGS
 BV1616  HISTORY     - 1966     GOOD             MSHD
 BV1616  HISTORY     - 1970     GOOD             NGS
 BV1616  HISTORY     - 1971     GOOD             NGS
 BV1616  HISTORY     - 19921120 GOOD             MSHD
 BV1616  HISTORY     - 19930503 GOOD
 BV1616  HISTORY     - 19940220 GOOD             NOS
 BV1616  HISTORY     - 19940405 GOOD             MSHD
 BV1616  HISTORY     - 19940405 GOOD             NGS
 BV1616  HISTORY     - 20000405 GOOD             MSHD
 BV1616
 BV1616                          STATION DESCRIPTION
 BV1616
 BV1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1616'ABOUT 2 MILES NORTH OF STRINGER, ON THE RIGHT (EAST) SIDE OF STATE
 BV1616'HIGHWAY 15, ON THE OPPOSITE SIDE OF THE ROAD FROM THE HOME OF J.W.
 BV1616'WOOD (TENANT OF S.P. GRANTHAM), IN A CULTIVATED FIELD, ABOUT 75
 BV1616'FEET SOUTHEAST OF AN OLD BARN, 39.5 FEET EAST OF THE CENTER LINE
 BV1616'OF STATE HIGHWAY 15, 16 FEET EAST OF THE FENCE LINE, AND 35-1/2
 BV1616'FEET NORTHEAST OF THE NORTH POST OF GATE. THE MARK IS ABOUT 10
 BV1616'INCHES BELOW THE GROUND.
 BV1616'
 BV1616'TO REACH FROM STRINGER, AT THE POINT WHERE THE RAILROAD TRACKS CROSS
 BV1616'THE HIGHWAY, GO NORTH ON STATE HIGHWAY 15 FOR 1.9 MILES TO THE CREST
 BV1616'OF A SMALL HILL AND STATION TO THE RIGHT.
 BV1616'
 BV1616'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1616'BRONZE DISKS SET IN CONCRETE.
 BV1616'
 BV1616'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 35 FEET EAST OF THE
 BV1616'CENTER LINE OF STATE HIGHWAY 15, AND 16 INCHES EAST OF A FENCE POST.
 BV1616'
 BV1616'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, IN THE FRONT
 BV1616'YARD TO THE J.W. WOODS HOUSE, 16 YARDS SOUTHEAST OF THE SOUTHEAST
 BV1616'CORNER OF THE HOUSE, 15 YARDS WEST-NORTHWEST OF THE CENTER LINE OF
 BV1616'STATE HIGHWAY 15, AND 2 FEET WEST-NORTHWEST OF A TWIN OAK STUMP
 BV1616'ABOUT 36 INCHES IN HEIGHT.
 BV1616'
 BV1616'AZIMUTH MARK IS SOUTH OF THE STATION, ON THE PROPERTY OF FRED
 BV1616'GRANTHAM, ON THE WEST SIDE OF STATE HIGHWAY 15, 4 YARDS WEST OF THE
 BV1616'EDGE OF A 6-FOOT BANK, 25 YARDS EAST OF THE EAST SIDE OF A CRIB, 18
 BV1616'YARDS SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 24 INCHES SOUTH OF
 BV1616'A FENCE LINE.
 BV1616'
 BV1616'A 90-FOOT TOWER IS REQUIRED.
 BV1616'
 BV1616'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BV1616
 BV1616                          STATION RECOVERY (1935)
 BV1616
 BV1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BV1616'RECOVERED IN GOOD CONDITION.
 BV1616
 BV1616                          STATION RECOVERY (1940)
 BV1616
 BV1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHB)
 BV1616'STATION CANNOT BE LOCATED . THE LOCATION AND DESCRIPTION ARE GOOD,
 BV1616'BUT STATION IS IN PLOUGHED FIELD AND HAS PROBABLY BEEN DESTROYED.
 BV1616'
 BV1616'REFERENCE MARK NO. 2 WAS LOCATED AND IS IN GOOD CONDITION. REFERENCE
 BV1616'MARK NO. 1 AND THE AZIMUTH MARK WERE NOT RECOVERED.
 BV1616
 BV1616                          STATION RECOVERY (1956)
 BV1616
 BV1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SAM)
 BV1616'TO REACH DESCRIPTION IS ADEQUATE. HOWEVER, STATION IS NOW ON OLD
 BV1616'HIGHWAY 15 (HARD SURFACE).
 BV1616'
 BV1616'ALL MARKS IN GOOD CONDITION EXCEPT REFERENCE MARK 2 WHICH HAS TOP
 BV1616'KNOCKED OFF BUT STILL IN POSITION.
 BV1616'
 BV1616'STATION IS ABOUT 6 IN. UNDERGROUND.
 BV1616'
 BV1616'AZIMUTH MARK IS FLUSH WITH GROUND AND CAN BE SEEN FROM STATION.
 BV1616
 BV1616                          STATION RECOVERY (1964)
 BV1616
 BV1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BV1616'THE STATION WAS VISITED 5-20-64 AND THE STATION MARK, REFERENCE MARK
 BV1616'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. REFERENCE
 BV1616'MARK NO. 2 WAS FOUND DESTROYED. REFERENCE MARK NO. 3 WAS
 BV1616'ESTABLISHED AT THIS DATE. A NEW DESCRIPTION FOLLOWS--
 BV1616'
 BV1616'THE STATION IS LOCATED 2.0 MILES NORTHEAST OF STRINGER ON THE TOP OF
 BV1616'A HIGH HILL, ON LAND OWNED BY LAMAR BROWN. IT IS LOCATED IN A CATTLE
 BV1616'LANE BETWEEN THE HIGHWAY AND A FIELD TO THE EAST AND ACROSS THE
 BV1616'HIGHWAY FROM A LOG TENANT HOUSE, 116 FEET NORTHEAST OF A LONE
 BV1616'CEDAR TREE IN THE BROWNS FRONT YARD, 17.5 FEET WEST OF A FENCE
 BV1616'LINE, 41.5 FEET NORTH OF A FENCE LINE, 1 FOOT EAST OF A METAL
 BV1616'WITNESS POST, 38.5 FEET NORTH-NORTHEAST OF THE NORTH POST OF A
 BV1616'GATE, 39 FEET EAST OF THE CENTER OF THE ROAD, 21 FEET NORTH OF THE
 BV1616'PROJECTED PLANE OF THE SOUTHWALL OF THE LOG TENANT HOUSE WEST OF
 BV1616'THE ROAD. IT IS A STANDARD DISK, STAMPED GRANTHAM 1935, 10
 BV1616'INCHES BELOW THE SURFACE OF THE GROUND.
 BV1616'
 BV1616'REFERENCE MARK NO. 1 IS 118.84 FEET NORTH OF THE STATION IN THE
 BV1616'CATTLE LANE, 24 FEET EAST OF THE CENTER OF THE ROAD, 9 FEET WEST OF
 BV1616'A FENCE, 2.5 FEET EAST OF A FENCE, AND 26 FEET NORTHWEST OF A
 BV1616'TELEPHONE POLE NO. 33. IT IS A STANDARD DISK, STAMPED GRANTHAM NO
 BV1616'1 1935, PROJECTING 4 INCHES.
 BV1616'
 BV1616'REFERENCE MARK NO. 3 IS 116.15 FEET SOUTHWEST OF THE STATION, 50
 BV1616'FEET WEST OF THE CENTER OF THE ROAD, 53 FEET SOUTHEAST OF THE
 BV1616'SOUTHEAST CORNER OF THE TENANT HOUSE, 67 FEET NORTHEAST OF THE
 BV1616'NORTHEAST CORNER OF A WHITE HOUSE, 40 FEET EAST OF AN 18-INCH
 BV1616'PECAN TREE, 6 FEET NORTHWEST OF A 12-INCH CEDAR TREE, AND 1 FOOT
 BV1616'WEST OF A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED
 BV1616'GRANTHAM NO 3 1935, PROJECTING 1 INCH.
 BV1616'
 BV1616'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION IN A FENCE CORNER,
 BV1616'34 FEET WEST OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF AN EAST-WEST
 BV1616'FENCE LINE, 7 FEET WEST OF A FENCE LINE, 102 FEET NORTHWEST OF A
 BV1616'POWER POLE, AND 1 FOOT WEST OF A METAL FENCE POST. IT IS A
 BV1616'STANDARD DISK, STAMPED GRANTHAM AZI 1935.
 BV1616'
 BV1616'TO REACH THE STATION FROM THE POST OFFICE AT STRINGER, GO NORTH
 BV1616'NORTHEAST ON PAVED ROAD, CROSSING TRACKS FOR 0.4 MILE TO A FORKS AT
 BV1616'THE SCHOOL TAKE LEFT FORK AND GO NORTHEAST FOR 1.35 MILE TO A SIDE
 BV1616'ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEAST TO
 BV1616'THE TOP OF THE GRADE AND THE STATION ON THE RIGHT AND LOG HOUSE
 BV1616'ON THE LEFT.
 BV1616
 BV1616                          STATION RECOVERY (1966)
 BV1616
 BV1616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1616'THE STATION WAS VISITED 2-25-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1616'CONDITION.
 BV1616'
 BV1616'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN STRINGER GO
 BV1616'NORTHEAST ON OLD HIGHWAY 15 FOR 1.75 MILES TO THE AZIMUTH ON THE
 BV1616'LEFT APPROXIMATELY 100 FEET NORTHWEST OF A SIDE ROAD RIGHT. TO
 BV1616'REACH THE STATION CONTINUE FOR 0.2 MILES TO AN OLD LOG CABIN ON THE
 BV1616'LEFT AND THE STATION ON THE RIGHT IN A CATTLE LANE. THE STATION
 BV1616'DISK IS STAMPED GRANTHAM (1935) AND 10 INCHES BELOW THE GROUND.
 BV1616'
 BV1616'IT IS 116 FEET NORTHEAST OF A LONE CEDAR, 41.5 FEET NORTH OF A
 BV1616'FENCE, 39 FEET EAST OF CENTER OF ROAD, 38.5 FEET NORTH NORTHEAST OF
 BV1616'THE NORTH GATE POST, 17.5 FEET EAST OF A FENCE LINE, AND 1 FOOT
 BV1616'EAST OF A METAL WITNESS POST.
 BV1616'
 BV1616'R.M. 1 IS 26 FEET NORTHWEST OF TELEPHONE POLE NO. 33, 24 FEET EAST
 BV1616'OF THE CENTER OF A ROAD, 9 FEET WEST OF A FENCE, 2.5 FEET EAST OF A
 BV1616'FENCE, 1 FOOT EAST OF A METAL WITNESS POST, STAMPED GRANTHAM NO. 1
 BV1616'(1935) AND PROJECTS 4 INCHES.
 BV1616'
 BV1616'R.M. 3 IS 67 FEET NORTHEAST O F THE NORTHEAST CORNER OF A WHITE
 BV1616'HOUSE, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOG HOUSE,
 BV1616'50 FEET WEST OF THE CENTER OF THE ROAD, 6 FEET NORTHWEST OF A 12
 BV1616'INCH CEDAR, 1 FOOT WEST OF A METAL WITNESS POST, STAMPED GRANTHAM
 BV1616'NO. 3 (1935), AND PROJECTS 1 INCH.
 BV1616'
 BV1616'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF THE ROAD, 7 FEET
 BV1616'WEST OF A FENCE LINE, 2 FEET SOUTH OF AN EAST WEST FENCE LINE, 1
 BV1616'FOOT WEST OF A METAL WITNESS POST, STAMPED GRANTHAM AZI 1935, AND
 BV1616'FLUSH.
 BV1616
 BV1616                          STATION RECOVERY (1970)
 BV1616
 BV1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 BV1616'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 3 WERE
 BV1616'RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 BV1616'TO REFERENCE MARKS COMPARED FAVORABLY WITH THE 1964 OBSERVATIONS.
 BV1616'
 BV1616'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 BV1616'
 BV1616'THE STATION IS ABOUT 10 MILES NORTHEAST OF TAYLORSVILLE, 6.5 MILES
 BV1616'SOUTHEAST OF BAY SPRINGS, 2 MILES NORTH OF STRINGER AND ON PROPERTY
 BV1616'OWNED BY THE HEIRS OF LAMAR BROWN.
 BV1616'
 BV1616'TO REACH THE STATION FROM THE POST OFFICE IN STRINGER, GO
 BV1616'NORTH-NORTHEAST ON OLD STATE HIGHWAY 15 FOR 1.7 MILES TO A SIDE
 BV1616'ROAD RIGHT AND THE AZIMUTH MARK ABOUT 100 FEET TO THE NORTHWEST
 BV1616'IN A FENCE CORNER.  CONTINUE NORTHERLY ON MAIN PAVED ROAD FOR
 BV1616'0.2 MILE TO A HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 BV1616'
 BV1616'THE STATION IS A STANDARD DISK STAMPED GRANTHAM 1935, SET IN THE
 BV1616'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND 6 INCHES BELOW
 BV1616'GROUND SURFACE.  IT IS 46 FEET NORTHEAST OF A FENCE CORNER, 38
 BV1616'FEET EAST OF THE CENTER OF A PAVED ROAD, 17 FEET WEST OF A FENCE
 BV1616'AND 7 FEET EAST OF A FENCE.
 BV1616'
 BV1616'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRANTHAM NO 1 1935,
 BV1616'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 BV1616'FLUSH WITH THE GROUND SURFACE.  IT IS 25.5 FEET EAST OF THE CENTER
 BV1616'OF THE PAVED ROAD, 9 FEET WEST OF THE FENCE, 3 FEET EAST OF THE
 BV1616'FENCE AND 1 FOOT EAST OF A METAL WITNESS POST WITH SIGN
 BV1616'ATTACHED.
 BV1616'
 BV1616'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRANTHAM NO 3 1935,
 BV1616'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT AND PROJECTS
 BV1616'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.5 FEET WEST OF THE
 BV1616'CENTER OF THE PAVED ROAD, 40 FEET EAST OF AN 18-INCH DECIDUOUS
 BV1616'TREE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 BV1616'ATTACHED.
 BV1616'
 BV1616'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED GRANTHAM
 BV1616'AZI 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BV1616'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET WEST OF
 BV1616'THE CENTER OF THE PAVED ROAD, 7 FEET WEST OF A FENCE CORNER AND
 BV1616'1 FOOT WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BV1616'
 BV1616'RM 1 TO RM 3 IS OBSTRUCTED.
 BV1616'
 BV1616'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 FEET.
 BV1616'
 BV1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1616'2 MILES NORTHEAST OF STRINGER.
 BV1616
 BV1616                          STATION RECOVERY (1971)
 BV1616
 BV1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RG)
 BV1616'THE STATION WAS VISITED APRIL 8, 1971, AND THE STATION MARK,
 BV1616'REFERENCE MARKS NO. 1, NO. 3, AND THE AZIMUTH MARK WERE FOUND IN
 BV1616'GOOD CONDITION, BUT THE WITNESS POST FOR THE STATION WAS UPROOTED.
 BV1616'
 BV1616'A NEW DESCRIPTION FOLLOWS--
 BV1616'
 BV1616'THE STATION IS LOCATED 2 MILES NORTHEAST OF THE STRINGER POST OFFICE
 BV1616'IN THE SOUTHWEST 1/4 OF SECTION 26, T 1N, R 10E, AND ON PROPERTY OF
 BV1616'LAMAR BROWN. IT IS IN A CATTLE LANE 39 FEET EAST OF THE CENTER LINE
 BV1616'OF OLD HIGHWAY 15, 38.5 FEET NORTH NORTHEAST OF THE NORTH GATE
 BV1616'POST, 17.5 FEET EAST OF A FENCE, 17.5 FEET WEST OF A FENCE, AND
 BV1616'41.5 FEET NORTH OF THE FENCE. IT IS A STANDARD TRIANGULATION DISK
 BV1616'STAMPED GRANTHAM (1935) AND SET IN A CONCRETE POST FLUSH WITH
 BV1616'GROUND LEVEL.
 BV1616'
 BV1616'REFERENCE MARK NO. 1 IS 119 FEET NORTH OF THE STATION IN A CATTTLE
 BV1616'LANE 26 FEET NORTHWEST OF A TELEPHONE POLE NO. 33, 24 FEET EAST OF A
 BV1616'ROAD, 9 FEET WEST OF A FENCE, 2.5 FEET EAST OF A FENCE, 1 FOOT EAST
 BV1616'OF A METAL WITNESS POST. IT IS A STANDARD REFERENCE MARK DISK
 BV1616'STAMPED GRANTHAM NO. 1 (1935) AND SET IN A CONCRETE POST FLUSH
 BV1616'WITH GROUND LEVEL.
 BV1616'
 BV1616'REFERENCE MARK NO. 3 IS 116 FEET SOUTHWEST OF THE STATION, 67 FEET
 BV1616'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 50 FEET WEST OF
 BV1616'THE CENTER OF THE ROAD, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BV1616'OF A LOG HOUSE, 1 FOOT WEST OF A METAL WITNESS POST. IT IS A
 BV1616'STANDARD REFERENCE MARK DISK STAMPED GRANTHAM NO. 3 (1935) AND
 BV1616'SET IN A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND LEVEL.
 BV1616'
 BV1616'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 120 FEET.
 BV1616'
 BV1616'THE AZIMUTH MARK IS 0.2 MILES SOUTH OF THE STATION. IT IS 34 FEET
 BV1616'WEST OF THE CENTER OF THE ROAD, 7 FEET WEST OF A FENCE LINE, 2 FEET
 BV1616'SOUTH OF AN EAST-WEST FENCE LINE, 1 FOOT WEST OF A METAL WITNESS
 BV1616'POST. IT IS A STANDARD AZIMUTH MARK DISK STAMPED GRANTHAM AZI
 BV1616'(1935) AND SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 BV1616'
 BV1616'TO REACH THE STATION FROM THE POST OFFICE IN STRINGER GO NORTHEAST
 BV1616'ON OLD HIGHWAY 15 FOR 2.0 MILES TO AN OLD LOG CABIN ON THE LEFT AND
 BV1616'THE STATION IS ON THE RIGHT IN A CATTLE LANE.
 BV1616'
 BV1616'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.2 MILES SOUTH ON OLD
 BV1616'HIGHWAY 15, ON THE WEST SIDE OF THE ROAD, APPROXIMATELY 100 FEET
 BV1616'NORTHWEST OF A SIDE ROAD ON THE LEFT.
 BV1616
 BV1616                          STATION RECOVERY (1992)
 BV1616
 BV1616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1616'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF TAYLORSVILLE,
 BV1616'6.5 MI (10.5 KM) SOUTHEAST OF BAY SPRINGS, 2.0 MI (3.2 KM) NORTH OF
 BV1616'STRINGER, ON PROPERTY OF EARLIE B. BROWN, WHITE HOUSE ACROSS ROAD
 BV1616'FROM STATION, ROUTE 1 BOX 252, STRINGER, MS. 39810.
 BV1616'TO REACH FROM THE POST OFFICE AT STRINGER, GO NORTH ON MAIN PAVED ROAD
 BV1616'(OLD HIGHWAY 15) FOR 2.0 MI (3.2 KM) TO HOUSE ON THE LEFT AND STATION
 BV1616'ON THE RIGHT JUST BEYOND HOUSE.
 BV1616'STATION IS A STANDARD DISK, STAMPED---GRANTHAM 1935---SET IN TOP OF A
 BV1616'SQUARE CONCRETE MONUMENT, 8 INCHES BELOW THE SURFACE OF THE GROUND.
 BV1616'IT IS 38.0 FT (11.6 M) EAST OF THE CENTER OF PAVED ROAD, 35.0 FT
 BV1616'(10.7 M) NORTH NORTHEAST OF THE NORTH GATE POST OF FIELD ENTRANCE,
 BV1616'8.5 FT (2.6 M) EAST OF FENCE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 BV1616'WITNESS POST.
 BV1616
 BV1616                          STATION RECOVERY (1993)
 BV1616
 BV1616'RECOVERED 1993
 BV1616'RECOVERED IN GOOD CONDITION.
 BV1616
 BV1616                          STATION RECOVERY (1994)
 BV1616
 BV1616'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 BV1616'RECOVERED AS DESCRIBED.
 BV1616
 BV1616                          STATION RECOVERY (1994)
 BV1616
 BV1616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1994
 BV1616'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF TAYLORSVILLE
 BV1616'IN AN OPEN PASTURE, 9.5 MI (15.3 KM) NORTH OF SOSO, 6.4 MI (10.3 KM)
 BV1616'SOUTHEAST OF BAY SPRINGS, 2.1 MI (3.4 KM) NORTHEAST OF STRINGER 1.15
 BV1616'MI (1.85 KM) SOUTH OF THE STRINGER WATER TANK AND IS IN SECTION 26, T
 BV1616'1N, R 10E.
 BV1616'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND STATE HIGHWAY 528
 BV1616'IN BAY SPRINGS, GO EAST ON STATE HIGHWAY 528 FOR 1.1 MI (1.8 KM) TO
 BV1616'THE JUNCTION OF OLD HIGHWAY 15 AND STATE HIGHWAY 528 EAST BOUND,
 BV1616'CONTINUE SOUTH ON OLD HIGHWAY 15 FOR 5.55 MI (8.93 KM) TO A SIDE ROAD
 BV1616'LEFT, CONTINUE SOUTH ON OLD HIGHWAY 15 FOR 0.2 MI (0.3 KM) TO THE
 BV1616'MARK ON THE LEFT JUST BEYOND A DRIVEWAY TO A NEW BRICK HOUSE.
 BV1616'MARK IS A STANDAD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, 8
 BV1616'INCHES BELOW THE GROUND, 121.0 FT (36.9 M) SOUTH OF THE SOUTH EDGE OF
 BV1616'A CONCRETE DRIVEWAY LEADING TO A NEW BRICK HOUSE, 38.0 FT (11.6 M)
 BV1616'EAST OF THE CENTER OF OLD HIGHWAY 15, 35.0 FT (10.7 M) NORTH-NORTHEAST
 BV1616'OF THE NORTH GATE POST AT THE ENTRANCE TO THE PASTURE, 8.5 FT
 BV1616'(2.6 M) EAST OF A FENCE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 BV1616'WITNESS POST.
 BV1616
 BV1616                          STATION RECOVERY (1994)
 BV1616
 BV1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CLN)
 BV1616'THE STATION MARK AND REFERENCE MARK NO 3 WERE RECOVERED IN GOOD
 BV1616'CONDITION.  REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE FOUND
 BV1616'DESTROYED.  A NEW REFERENCE MARK NO 4 ESTABLISHED AT THIS DATE.  A NEW
 BV1616'DESCRIPTION FOLLOWS.
 BV1616' 
 BV1616'TO REACH FROM THE POST OFFICE AT STRINGER, GO NORTH ON OLD HIGHWAY 15
 BV1616'FOR 1.55 MI (2.49 KM) TO A GATE AND STATION ON THE RIGHT.
 BV1616' 
 BV1616'STATION MARK IS A STANDARD DISK, STAMPED--GRANTHAM 1935--, SET IN TOP
 BV1616'OF A SQUARE CONCRETE POST, 8 INCHES BELOW SURFACE OF THE GROUND.  IT
 BV1616'IS IN A PASTURE FIELD, 11.58 M (37.99 FT) NORTH OF THE EXTENDED LINE
 BV1616'OF AN EAST-WEST FENCE, 11.58 M (37.99 FT) EAST OF THE CENTER OF PAVED
 BV1616'ROAD, 10.67 M (35.01 FT) NORTH NORTHEAST OF THE NORTH GATE POST, 2.59
 BV1616'M (8.50 FT) EAST OF THE RIGHT-OF-WAY FENCE.  REFERENCE MARK NO 3 IS A
 BV1616'STANDARD DISK STAMPED--GRANTHAM NO 3 1935--, SET IN TOP OF A ROUND
 BV1616'CONCRETE POST, PROJECTING 1 INCH.  IT IS 20.42 M (66.99 FT) NORTHEAST
 BV1616'OF THE NORTHEAST CORNER OF A WHITE HOUSE, 15.24 M (50.00 FT) WEST OF
 BV1616'THE CENTER OF PAVED ROAD, 12.19 M (39.99 FT) EAST OF A 20 INCH PECAN
 BV1616'TREE, 1.83 M (6.00 FT) NORTHWEST OF A 12-INCH CEDAR TREE AND 0.30 M
 BV1616'(0.98 FT) WEST OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 4
 BV1616'IS A STANDARD NGS DISK, STAMPED -GRANTHAM 1935 NO 4 1984--, SET IN TOP
 BV1616'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 46.79 M
 BV1616'(153.51 FT) NORTH OF THE NORTH GATE POST, 14.32 M (46.98 FT) EAST OF
 BV1616'THE CENTER OF PAVED ROAD, 0.46 M (1.51 FT) WEST OF THE RIGHT-OF-WAY
 BV1616'FENCE AND 0.52 M (1.71 FT) SOUTH OF A METAL WITNESS POST AND SIGN.
 BV1616
 BV1616                          STATION RECOVERY (2000)
 BV1616
 BV1616'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1616'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2298 ***********************************************************************
 BH2298  DESIGNATION -  GRAVE
 BH2298  PID         -  BH2298
 BH2298  STATE/COUNTY-  MS/JACKSON
 BH2298  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2298
 BH2298                         *CURRENT SURVEY CONTROL
 BH2298  ___________________________________________________________________
 BH2298* NAD 83(1993)-  30 21 41.19275(N)    088 38 10.76998(W)     ADJUSTED  
 BH2298* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2298  ___________________________________________________________________
 BH2298  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BH2298  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH2298  HORZ ORDER  -  THIRD
 BH2298
 BH2298.The horizontal coordinates were established by classical geodetic methods
 BH2298.and adjusted by the National Geodetic Survey in May 1994.
 BH2298
 BH2298.The orthometric height was scaled from a topographic map.
 BH2298
 BH2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2298
 BH2298.The geoid height was determined by GEOID03.
 BH2298
 BH2298;                    North         East     Units Scale Factor Converg.
 BH2298;SPC MS E     -    95,503.684   318,938.412   MT  0.99995442   +0 05 58.5
 BH2298;SPC MS E     -   313,331.67  1,046,383.77   sFT  0.99995442   +0 05 58.5
 BH2298;UTM  16      - 3,359,972.418   342,744.755   MT  0.99990508   -0 49 38.1
 BH2298
 BH2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2298!SPC MS E     -   1.00000443  x   0.99995442  =   0.99995885
 BH2298!UTM  16      -   1.00000443  x   0.99990508  =   0.99990951
 BH2298
 BH2298:                Primary Azimuth Mark                     Grid Az
 BH2298:SPC MS E     -  SCRANTON TANK                            084 17 30.3
 BH2298:UTM  16      -  SCRANTON TANK                            085 13 06.9
 BH2298
 BH2298|---------------------------------------------------------------------|
 BH2298| PID    Reference Object                     Distance      Geod. Az  |
 BH2298|                                                           dddmmss.s |
 BH2298| BH2247 SCRANTON TANK                       APPROX. 7.2 KM 0842328.8 |
 BH2298| BH2274 PASCAGOULA RIVER ENTR LT E          APPROX. 6.9 KM 1035014.3 |
 BH2298| BH2272 PASCAGOULA RIVER ENTR LT D          APPROX. 7.0 KM 1061336.2 |
 BH2298| BH2275 PASCAGOULA RIVER ENTR LT C          APPROX. 7.3 KM 1084458.5 |
 BH2298| DD8853 GRAVE RM 2                           20.250 METERS 31928     |
 BH2298| DD8852 GRAVE RM 1                            3.620 METERS 35052     |
 BH2298|---------------------------------------------------------------------|
 BH2298
 BH2298                          SUPERSEDED SURVEY CONTROL
 BH2298
 BH2298  NAD 83(1993)-  30 21 41.20258(N)    088 38 10.76374(W) AD(       ) 3
 BH2298  NAD 83(1986)-  30 21 41.21664(N)    088 38 10.76027(W) AD(       ) 3
 BH2298  NAD 27      -  30 21 40.49600(N)    088 38 10.68700(W) AD(       ) 3
 BH2298
 BH2298.Superseded values are not recommended for survey control.
 BH2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2298.See file dsdata.txt to determine how the superseded data were derived.
 BH2298
 BH2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4274559972(NAD 83)
 BH2298_MARKER: Z = SEE DESCRIPTION
 BH2298_SETTING: 0 = UNSPECIFIED SETTING
 BH2298
 BH2298  HISTORY     - Date     Condition        Report By
 BH2298  HISTORY     - 1910     MONUMENTED       CGS
 BH2298  HISTORY     - 1917     GOOD             CGS
 BH2298  HISTORY     - 1921     MARK NOT FOUND   CGS
 BH2298
 BH2298                          STATION DESCRIPTION
 BH2298
 BH2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2298'UNDERGROUND MARK AND REFERENCE MARK 2 RECOVERED.
 BH2298
 BH2298                          STATION RECOVERY (1921)
 BH2298
 BH2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2298'STATION LOST.  THE POINT OF SHORE AT THIS PLACE HAS WASHED BACK ABOUT
 BH2298'20 METERS AND PARTS OF THE CONCRETE OF REFERENCE MARK NO.
 BH2298'1 WHICH HAD BEEN WASHED OUT, WAS FOUND.  REFERENCE MARK NO. 2, A
 BH2298'TRIANGULAR BLAZE ON A LIVE OAK TREE WAS FOUND ALL OTHER MARKS
 BH2298'ARE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1406 ***********************************************************************
 CO1406  DESIGNATION -  GRAVEL
 CO1406  PID         -  CO1406
 CO1406  STATE/COUNTY-  MS/RANKIN
 CO1406  USGS QUAD   -  PUCKETT NW (1980)
 CO1406
 CO1406                         *CURRENT SURVEY CONTROL
 CO1406  ___________________________________________________________________
 CO1406* NAD 83(1993)-  32 14 17.25849(N)    089 54 10.45117(W)     ADJUSTED  
 CO1406* NAVD 88     -       173.09   (+/-2cm)     567.9    (feet)  VERTCON   
 CO1406  ___________________________________________________________________
 CO1406  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CO1406  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CO1406  HORZ ORDER  -  SECOND
 CO1406  VERT ORDER  -  THIRD ? (See Below)
 CO1406
 CO1406.The horizontal coordinates were established by classical geodetic methods
 CO1406.and adjusted by the National Geodetic Survey in May 1994.
 CO1406
 CO1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1406.The vertical order pertains to the NGVD 29 superseded value.
 CO1406
 CO1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1406
 CO1406.The geoid height was determined by GEOID03.
 CO1406
 CO1406;                    North         East     Units Scale Factor Converg.
 CO1406;SPC MS W     -   303,634.942   740,565.372   MT  0.99997029   +0 13 46.6
 CO1406;SPC MS W     -   996,175.64  2,429,671.56   sFT  0.99997029   +0 13 46.6
 CO1406;UTM  16      - 3,570,529.136   226,465.507   MT  1.00052280   -1 32 58.1
 CO1406
 CO1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1406!SPC MS W     -   0.99997698  x   0.99997029  =   0.99994727
 CO1406!UTM  16      -   0.99997698  x   1.00052280  =   1.00049977
 CO1406
 CO1406:                Primary Azimuth Mark                     Grid Az
 CO1406:SPC MS W     -  GRAVEL AZ MK                             013 15 13.4
 CO1406:UTM  16      -  GRAVEL AZ MK                             015 01 58.1
 CO1406
 CO1406|---------------------------------------------------------------------|
 CO1406| PID    Reference Object                     Distance      Geod. Az  |
 CO1406|                                                           dddmmss.s |
 CO1406| CG1846 GRAVEL AZ MK                                       0132900.0 |
 CO1406| CG1847 GRAVEL RM 1                          24.607 METERS 17853     |
 CO1406| CO1409 BAKER                               APPROX. 5.6 KM 2012800.1 |
 CO1406| CG1848 GRAVEL RM 2                          16.647 METERS 28526     |
 CO1406| CO1421 BRANDON MUNICIPAL TANK              APPROX. 9.1 KM 2953015.6 |
 CO1406|---------------------------------------------------------------------|
 CO1406
 CO1406                          SUPERSEDED SURVEY CONTROL
 CO1406
 CO1406  NAD 83(1986)-  32 14 17.27242(N)    089 54 10.44769(W) AD(       ) 2
 CO1406  NAD 27      -  32 14 16.74100(N)    089 54 10.15900(W) AD(       ) 2
 CO1406  NGVD 29 (07/19/86)  173.09   (m)          567.9    (f) LEVELING    3  
 CO1406
 CO1406.Superseded values are not recommended for survey control.
 CO1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1406.See file dsdata.txt to determine how the superseded data were derived.
 CO1406
 CO1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA2646670529(NAD 83)
 CO1406_MARKER: DS = TRIANGULATION STATION DISK
 CO1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1406_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1406+STABILITY: SURFACE MOTION
 CO1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1406+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 CO1406
 CO1406  HISTORY     - Date     Condition        Report By
 CO1406  HISTORY     - 1945     MONUMENTED       CGS
 CO1406  HISTORY     - 1957     GOOD             CGS
 CO1406  HISTORY     - 1961     GOOD             MSHD
 CO1406  HISTORY     - 1977     SEE DESCRIPTION  MSHD
 CO1406  HISTORY     - 1985     GOOD             MSSU
 CO1406  HISTORY     - 20010820 GOOD             CRAFT
 CO1406  HISTORY     - 20031123 GOOD             MSSU
 CO1406
 CO1406                          STATION DESCRIPTION
 CO1406
 CO1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1406'STATION IS LOCATED ABOUT 5-1/2 MILES SE OF BRANDON ON LAND OWNED
 CO1406'BY MR. SIDNEY KERSH.  IT IS 28 FEET SW OF A GRAVEL ROAD, 7 FEET
 CO1406'SW OF A STANDARD WITNESS POST, AND 19 FEET N OF A TRIANGULAR-BLAZED
 CO1406'18-INCH PINE TREE.
 CO1406'
 CO1406'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1406'POST, STAMPED GRAVEL 1945, AND PROJECTS ABOUT 4 INCHES.  UNGERGROUND
 CO1406'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1406'
 CO1406'REFERENCE MARK 1 IS 80.73 FEET SW OF THE STATION AND 61 FEET S OF
 CO1406'A TRIANGULAR-BLAZED 18-INCH PINE TREE.  IT IS A BRONZE REFERENCE
 CO1406'DISK SET IN TOP OF A CONCRETE POST, STAMPED GRAVEL NO 1 1945.
 CO1406'
 CO1406'REFERENCE MARK 2 IS 54.62 FEET NW OF THE STATION AND 55 FEET
 CO1406'SW OF THE CENTER OF THE ROAD.  IT IS A BRONZE REFERENCE DISK SET
 CO1406'IN TOP OF A CONCRETE POST, STAMPED GRAVEL NO 2 1945, AND PROJECTS
 CO1406'ABOUT 4 INCHES.
 CO1406'
 CO1406'AZIMUTH MARK IS ABOUT 0.25 MILE NE OF THE STATION, 5 FEET SE OF A
 CO1406'STANDARD WITNESS POST, AND 37 FEET SE OF THE WOODS ROAD.  IT IS
 CO1406'A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CO1406'GRAVEL 1945, AND PROJECTS ABOUT 4 INCHES.
 CO1406'
 CO1406'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO1406'AND STATE HIGHWAY 18 IN BRANDON, GO SE ON HIGHWAY 18 FOR 0.6
 CO1406'MILE TO THE END OF THE PAVEMENT AND T-ROAD LEFT.  TURN LEFT AND GO
 CO1406'5.6 MILES TO A WOODS ROAD LEFT AND STATION ON THE RIGHT.  TURN
 CO1406'RIGHT ON WOODS ROAD AND GO 0.25 MILE TO A BLAZED TREE AND THE
 CO1406'AZIMUTH MARK ON THE RIGHT.
 CO1406'
 CO1406'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CO1406
 CO1406                          STATION RECOVERY (1957)
 CO1406
 CO1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1406'THE STATION WAS VISITED 6-10-57 AND THE STATION, REFERENCE MARK
 CO1406'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CO1406'HAS BEEN DESTROYED WHEN THE TOP OF THE HILL ON WHICH IT WAS SET WAS
 CO1406'EXCAVATED FOR A GRAVEL PIT.  A NEW DESCRIPTION FOLLOWS-
 CO1406'
 CO1406'THE STATION IS LOCATED 5.5 MILES SOUTHEAST OF BRANDON AND 8.25
 CO1406'MILES SOUTHWEST OF PELAHATCHIE, ON THE TOP OF A HILL AND ON
 CO1406'THE SOUTH RIGHT-OF-WAY OF A GRAVELED ROAD, 0.2 MILE WEST OF A
 CO1406'HIGHER HILL AND 0.9 MILE WEST OF THE ENTRANCE TO THE JACKSON
 CO1406'GIRLS SCOUT CAMP AND IN THE SOUTHWEST ANGLE OF A CROSSROAD.  IT
 CO1406'IS 58 FEET WEST OF THE CENTER OF A CROSSROAD, 30 FEET
 CO1406'SOUTH-SOUTHWEST OF THE CENTER OF THE EAST-WEST MAIN GRAVELED
 CO1406'ROAD, 48 FEET WEST-NORTHWEST OF THE CENTER OF THE DRIVEWAY
 CO1406'TO A TENANT HOUSE, 21 FEET EAST-SOUTHEAST OF A FORKED 10-INCH
 CO1406'OAK TREE, 31 FEET NORTHWEST OF AN ANCHORED POWER POLE WITH
 CO1406'WIRES LEADING THREE DIRECTIONS, 69 FEET NORTH-NORTHEAST OF A FENCE
 CO1406'LINE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 CO1406'STANDARD DISK, STAMPED GRAVEL 1945, PROJECTING 6 INCHES.
 CO1406'
 CO1406'REFERENCE MARK NO. 1 IS 80.73 FEET SOUTH OF THE STATION, 26
 CO1406'FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY TO THE TENANT HOUSE,
 CO1406'20 FEET NORTHWEST OF AN 8-INCH OAK TREE IN THE FENCE LINE, 1 FOOT
 CO1406'NORTH OF A FENCE LINE, 51.5 FEET SOUTH OF A POWER POLE, 89 FEET
 CO1406'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROADS,
 CO1406'AND ABOUT 4 FEET LOWER THAN THE LEVEL OF THE STATION.  IT IS A
 CO1406'STANDARD DISK, STAMPED GRAVEL NO 1 1945, PROJECTING 4 INCES.
 CO1406'
 CO1406'REFERENCE MARK NO. 2 IS 54.62 FEET WEST OF THE STATION, 50 FEET
 CO1406'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.  35 FEET WEST
 CO1406'OF A 10-INCH FORKED OAK TREE, 59 FEET NORTH-NORTHEAST OF A
 CO1406'FENCE LINE, 77 FEET WEST-NORTHWEST OF AN ANCHORED POWER POLE.  IT
 CO1406'IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 CO1406'STAMPED GRAVEL NO 2 1945, PROJECTING 6 INCHES.
 CO1406'
 CO1406'TO REACH THE STATION FROM THE MEMORIAL MONUMENT IN BRANDON, GO
 CO1406'SOUTH ON BLACKTOPPED STREET FOR 0.45 MILE TO THE JUNCTION WITH
 CO1406'STATE HIGHWAY 18, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 18 FOR
 CO1406'0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT GO EAST AND SOUTHEAST FOR
 CO1406'5.4 MILES TO THE TOP OF A HILL AND A CROSSROAD AND THE STATION
 CO1406'IN THE SOUTHWEST ANGLE.
 CO1406
 CO1406                          STATION RECOVERY (1961)
 CO1406
 CO1406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1406'THE STATION WAS VISITED 8-1-61.  THE STATION WAS FOUND IN GOOD
 CO1406'CONDITION WITH EXCEPTION OF A SMALL CHIP ON SOUTHWEST CORNER.
 CO1406'R.M. NO. 1 AND R.M. NO 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CO1406'MARK WAS REPORTED DESTROYED PRIOR TO THIS DATE.  THE 1957 RECOVERY
 CO1406'NOTE IS ADEQUATE.
 CO1406'
 CO1406'A METAL WITNESS POST WAS SET 2 FEET NORTH OF THE STATION.
 CO1406
 CO1406                          STATION RECOVERY (1977)
 CO1406
 CO1406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CO1406'THE STATION WAS VISITED 4-6-77 AND RM NO 1 AND RM NO 2 WERE FOUND
 CO1406'IN GOOD CONDITION.  THE STATION MARK WAS FOUND CHIPPED OFF ON THE
 CO1406'SOUTH SIDE BUT IT DOES NOT APPEAR TO HAVE MOVED ANY.  IT WAS BUILT
 CO1406'UP WITH CEMENT AT THIS TIME.  THE AZIMUTH MARK WAS FOUND DESTROYED
 CO1406'IN 1957.
 CO1406'
 CO1406'THE STATION IS LOCATED 5.5 MILES SOUTHEAST OF BRANDON ON THE
 CO1406'SOUTHWEST RIGHT OF WAY OF SHILOH ROAD, 8 MILES SOUTHWEST OF
 CO1406'PELAHATCHIE, 0.5 MILE WEST OF THE KONE HILL M.B. CHURCH, 0.9 MILE
 CO1406'WEST OF THE ENTRANCE TO CAMP WAHI IN THE SOUTHEAST 1/4 OF SECTION
 CO1406'29, T 5N, R 4E.  IT IS 160.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 CO1406'CORNER OF A FRAME HOUSE, 91.5 FEET SOUTH-SOUTHWEST OF A POLE
 CO1406'WITH A LAMP ON IT, 31 FEET NORTH-NORTHWEST OF A POWER POLE WITH A
 CO1406'TRANSFORMER AND GUY WIRES, 53 FEET NORTHWEST OF THE CENTER OF A
 CO1406'DRIVEWAY, 21 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD,
 CO1406'1 FOOT SOUTHWEST OF A METAL WITNESS POST ABOUT 1-1/2 FEET ABOVE THE
 CO1406'LEVEL OF THE ROAD AND PROJECTS 6 INCHES.  IT IS A TRIANGULATION
 CO1406'DISK, STAMPED GRAVEL 1945.
 CO1406'
 CO1406'REFERENCE MARK NO 1 IS 80.73 FEET SOUTH OF THE STATION.  IT IS 82
 CO1406'FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 52 FEET SOUTH OF
 CO1406'A POWER POLE WITH A TRANSFORMER AND GUY WIRES, 28 FEET WEST OF THE
 CO1406'CENTER OF A DRIVEWAY, 1 FOOT NORTH OF A METAL WITNESS POST AND
 CO1406'PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED GRAVEL
 CO1406'NO 1 1945.
 CO1406'
 CO1406'REFERENCE MARK NO 2 IS 54.62 FEET WEST OF THE STATION.  IT IS 107
 CO1406'FEET WEST-NORTHWEST OF THE CENTER OF A DRIVEWAY, 77 FEET WEST OF A
 CO1406'POWER POLE WITH A TRANSFORMER AND GUY WIRES, 109 FEET SOUTHWEST OF
 CO1406'A POLE WITH A LAMP, 41 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP
 CO1406'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS 1 INCH.
 CO1406'IT IS A REFERENCE MARK DISK, STAMPED GRAVEL NO 2 1945.
 CO1406'
 CO1406'TO REACH THE STATION FROM THE COURTHOUSE IN BRANDON GO EAST ON
 CO1406'U.S. HIGHWAY 80 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 18.
 CO1406'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 18 FOR 0.45 MILE TO THE
 CO1406'JUNCTION OF SHILOH ROAD.  TURN LEFT AND GO EAST ON SHILOH ROAD FOR
 CO1406'5.55 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 CO1406'
 CO1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MILES SOUTHEAST
 CO1406'OF BRANDON.
 CO1406
 CO1406                          STATION RECOVERY (1985)
 CO1406
 CO1406'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (WW)
 CO1406'GRAVEL 1945 FOUND FAIR.
 CO1406'
 CO1406'GRAVEL NO 1 1945 FOUND GOOD.
 CO1406'
 CO1406'GRAVEL NO 2 1945 FOUND GOOD.
 CO1406
 CO1406                          STATION RECOVERY (2001)
 CO1406
 CO1406'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2001 (CHC)
 CO1406'RECOVERED IN GOOD CONDITION.
 CO1406
 CO1406                          STATION RECOVERY (2003)
 CO1406
 CO1406'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (DST)
 CO1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2303 ***********************************************************************
 BH2303  DESIGNATION -  GRAVELINE 2
 BH2303  PID         -  BH2303
 BH2303  STATE/COUNTY-  MS/JACKSON
 BH2303  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2303
 BH2303                         *CURRENT SURVEY CONTROL
 BH2303  ___________________________________________________________________
 BH2303* NAD 83(1993)-  30 21 38.38223(N)    088 38 50.48547(W)     ADJUSTED  
 BH2303* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BH2303  ___________________________________________________________________
 BH2303  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BH2303  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH2303  HORZ ORDER  -  SECOND
 BH2303
 BH2303.The horizontal coordinates were established by classical geodetic methods
 BH2303.and adjusted by the National Geodetic Survey in May 1994.
 BH2303
 BH2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2303
 BH2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2303
 BH2303.The geoid height was determined by GEOID03.
 BH2303
 BH2303;                    North         East     Units Scale Factor Converg.
 BH2303;SPC MS E     -    95,415.350   317,878.038   MT  0.99995394   +0 05 38.4
 BH2303;SPC MS E     -   313,041.86  1,042,904.86   sFT  0.99995394   +0 05 38.4
 BH2303;UTM  16      - 3,359,901.250   341,683.141   MT  0.99990922   -0 49 58.1
 BH2303
 BH2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2303!SPC MS E     -   1.00000371  x   0.99995394  =   0.99995765
 BH2303!UTM  16      -   1.00000371  x   0.99990922  =   0.99991293
 BH2303
 BH2303|---------------------------------------------------------------------|
 BH2303| PID    Reference Object                     Distance      Geod. Az  |
 BH2303|                                                           dddmmss.s |
 BH2303| DD8855 GRAVELINE 2 RM 3                     10.680 METERS 05450     |
 BH2303| BH2277 PASCAGOULA S MUN TANK               APPROX. 9.1 KM 1011301.1 |
 BH2303| BH2278 PASCAGOULA CHANNEL LIGHT 44         APPROX. 8.3 KM 1055213.0 |
 BH2303| BH2281 ROUND ISLAND NORTH SPIT LT 2        APPROX. 5.5 KM 1371914.9 |
 BH2303| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX. 9.6 KM 1423037.8 |
 BH2303| DD8856 GRAVELINE 2 RM 4                      8.805 METERS 30138     |
 BH2303|---------------------------------------------------------------------|
 BH2303
 BH2303                          SUPERSEDED SURVEY CONTROL
 BH2303
 BH2303  NAD 83(1993)-  30 21 38.39219(N)    088 38 50.47963(W) AD(       ) 2
 BH2303  NAD 83(1986)-  30 21 38.40599(N)    088 38 50.47652(W) AD(       ) 2
 BH2303  NAD 27      -  30 21 37.68657(N)    088 38 50.40154(W) AD(       ) 2
 BH2303  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG    3  
 BH2303
 BH2303.Superseded values are not recommended for survey control.
 BH2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2303.See file dsdata.txt to determine how the superseded data were derived.
 BH2303
 BH2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4168359901(NAD 83)
 BH2303_MARKER: DS = TRIANGULATION STATION DISK
 BH2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2303
 BH2303  HISTORY     - Date     Condition        Report By
 BH2303  HISTORY     - 1970     MONUMENTED       NGS
 BH2303
 BH2303                          STATION DESCRIPTION
 BH2303
 BH2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2303'NO MEASUREMENT BETWEEN THE R.M. S, TREE ON LINE.
 BH2303'
 BH2303'THE STATION IS LOCATED ABOUT 4-1/4 MILES WEST OF PASCAGOULA,
 BH2303'2-1/2 MILES EAST OF GRAVELINE LAKE, 1-3/4 MILES SOUTHWEST OF
 BH2303'GAUTIER AND ON PROPERTY OF MR. T.J. SWETMAN.
 BH2303'
 BH2303'TO REACH THE STATION FROM THE POST OFFICE IN GAUTIER, GO SOUTHWEST
 BH2303'ON A PAVED STREET FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO
 BH2303'SOUTHEAST ON A PAVED STREET FOR 0.05 MILE TO A FORK.  TURN RIGHT
 BH2303'AND GO IN A SOUTHERLY DIRECTION ON GAUTIER DRIVE FOR 0.25 MILE
 BH2303'TO A RAILROAD CROSSING.  CROSS RAILROAD TRACKS AND CONTINUE SOUTH
 BH2303'ON GRAVELINE ROAD FOR 2.3 MILES TO A FORK.  BEAR LEFT AND GO IN
 BH2303'A SOUTHERLY DIRECTION ON LADINER ROAD FOR 0.35 MILE TO A SIDE
 BH2303'ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.1 MILE
 BH2303'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD
 BH2303'FOR 0.15 MILE TO A POINT WHERE THE MAIN TRAVELED ROAD TURN
 BH2303'RIGHT AND A TRACK ROAD CONTINUE STRAIGHT AHEAD.  CONTINUE
 BH2303'SOUTH ON THE TRACK ROAD FOR 0.05 MILE TO A TWO STORY WHITE
 BH2303'FRAME HOUSE AND THE STATION TO THE SOUTHWEST.
 BH2303'
 BH2303'THE STATION MARK IS A STANDARD DISK STAMPED GRAVELINE 2 1970,
 BH2303'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 BH2303'WITH THE GROUND.  IT IS 176 FEET SOUTH OF THE CENTER OF THE
 BH2303'PAVED ROAD, 152 FEET WEST-NORTHWEST OF A POWER LINE POLE WITH A
 BH2303'STREET LAMP, 79 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BH2303'THE HOUSE AND 7 FEET NORTH OF A TRIANGULAR BLAZED PINE TREE.
 BH2303'
 BH2303'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAVELINE 2 NO 3 1970,
 BH2303'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 BH2303'WITH THE GROUND.  IT IS 135 FEET WEST-NORTHWEST OF THE POWER
 BH2303'LINE POLE, 45 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND
 BH2303'39 FEET NORTHEAST OF THE TRIANGULAR BLAZED PINE TREE.
 BH2303'
 BH2303'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GRAVELINE 2 NO 4 1970,
 BH2303'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 BH2303'WITH THE GROUND.  IT IS 159 FEET SOUTH OF THE CENTER OF THE PAVED
 BH2303'ROAD, 98 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 33.7
 BH2303'FEET NORTHWEST OF THE TRIANGULAR BLAZED PINE TREE.
 BH2303'
 BH2303'NOTE--GRAVELINE 1935 WAS REPORTED AS DESTROYED IN 1958.
 BH2303'
 BH2303'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 BH2303'
 BH2303'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2321 ***********************************************************************
 BW2321  DESIGNATION -  GRAVES
 BW2321  PID         -  BW2321
 BW2321  STATE/COUNTY-  MS/AMITE
 BW2321  USGS QUAD   -  BEWELCOME (1988)
 BW2321
 BW2321                         *CURRENT SURVEY CONTROL
 BW2321  ___________________________________________________________________
 BW2321* NAD 83(1993)-  31 12 51.55340(N)    090 53 15.96890(W)     ADJUSTED  
 BW2321* NAVD 88     -       130.01   (+/-2cm)     426.5    (feet)  VERTCON   
 BW2321  ___________________________________________________________________
 BW2321  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BW2321  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BW2321  HORZ ORDER  -  SECOND
 BW2321  VERT ORDER  -  THIRD ? (See Below)
 BW2321
 BW2321.The horizontal coordinates were established by classical geodetic methods
 BW2321.and adjusted by the National Geodetic Survey in May 1994.
 BW2321
 BW2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2321.The vertical order pertains to the NGVD 29 superseded value.
 BW2321
 BW2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2321
 BW2321.The geoid height was determined by GEOID03.
 BW2321
 BW2321;                    North         East     Units Scale Factor Converg.
 BW2321;SPC MS W     -   190,169.997   647,170.070   MT  0.99998441   -0 17 14.4
 BW2321;SPC MS W     -   623,916.07  2,123,257.14   sFT  0.99998441   -0 17 14.4
 BW2321;UTM  15      - 3,455,277.076   701,215.222   MT  1.00009942   +1 05 42.0
 BW2321
 BW2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2321!SPC MS W     -   0.99998377  x   0.99998441  =   0.99996818
 BW2321!UTM  15      -   0.99998377  x   1.00009942  =   1.00008319
 BW2321
 BW2321:                Primary Azimuth Mark                     Grid Az
 BW2321:SPC MS W     -  GRAVES AZ MK                             011 49 04.6
 BW2321:UTM  15      -  GRAVES AZ MK                             010 26 08.2
 BW2321
 BW2321|---------------------------------------------------------------------|
 BW2321| PID    Reference Object                     Distance      Geod. Az  |
 BW2321|                                                           dddmmss.s |
 BW2321| CY3689 GRAVES AZ MK                                       0113150.2 |
 BW2321| CY3690 GRAVES RM 1                          29.060 METERS 06733     |
 BW2321| CY3692 GRAVES RM 3                          17.523 METERS 09543     |
 BW2321| BW2312 LIBERTY MUNICIPAL TANK              APPROX. 9.9 KM 1293534.7 |
 BW2321| CY3691 GRAVES RM 2                          32.385 METERS 18852     |
 BW2321| BW2446 GLOSTER MUNICIPAL TANK              APPROX.13.0 KM 2620645.0 |
 BW2321| BW2333 RANDALL                             APPROX. 7.4 KM 3503755.5 |
 BW2321|---------------------------------------------------------------------|
 BW2321
 BW2321                          SUPERSEDED SURVEY CONTROL
 BW2321
 BW2321  NAD 83(1986)-  31 12 51.56949(N)    090 53 15.96454(W) AD(       ) 2
 BW2321  NAD 27      -  31 12 50.94600(N)    090 53 15.60000(W) AD(       ) 2
 BW2321  NGVD 29 (07/19/86)  130.01   (m)          426.5    (f) LEVELING    3  
 BW2321
 BW2321.Superseded values are not recommended for survey control.
 BW2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2321.See file dsdata.txt to determine how the superseded data were derived.
 BW2321
 BW2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ0121555277(NAD 83)
 BW2321_MARKER: DS = TRIANGULATION STATION DISK
 BW2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2321_STAMPING: GRAVES 1949
 BW2321_MARK LOGO: CGS   
 BW2321
 BW2321  HISTORY     - Date     Condition        Report By
 BW2321  HISTORY     - 1949     MONUMENTED       CGS
 BW2321  HISTORY     - 1955     GOOD             CGS
 BW2321  HISTORY     - 1959     GOOD             USGS
 BW2321  HISTORY     - 1970     GOOD             CGS
 BW2321
 BW2321                          STATION DESCRIPTION
 BW2321
 BW2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2321'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LIBERTY, ON
 BW2321'THE GROUNDS OF THE GRAVES CHAPEL CHURCH, 109 FEET NORTH OF THE
 BW2321'NORTHEAST CORNER OF THE CHURCH, 76 FEET WEST OF THE APPROXIMATE
 BW2321'CENTERLINE OF A GRAVELED ROAD, 37 FEET EAST OF A TRIANGULAR
 BW2321'BLAZED 16-INCH PINE TREE, 18 FEET EAST OF THE APPROXIMATE
 BW2321'CENTERLINE OF A DIM WOODS ROAD, AND 12 FEET EAST-SOUTHEAST OF
 BW2321'A WITNESS POST.
 BW2321'
 BW2321'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, GO
 BW2321'WESTERLY ON STATE HIGHWAY NO. 24 FOR 3.6 MILES.  THEN RIGHT,
 BW2321'NORTHERLY, ON A GRAVELED ROAD FOR 1.4 MILE TO A T-INTERSECTION.
 BW2321'THEN LEFT, FIRST WEST THEN NORTHERLY, FOR 1.4 MILE TO A FORK.
 BW2321'THEN RIGHT ROAD, NORTHERLY, FOR 1.15 MILE TO THE STATION ON
 BW2321'THE LEFT AS DESCRIBED.
 BW2321'
 BW2321'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BW2321'THE GRAVELED ROAD FOR 0.45 MILE TO A CROSS ROAD.  THEN RIGHT,
 BW2321'EASTERLY, FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BW2321'
 BW2321'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BW2321'GRAVES 1949.
 BW2321'
 BW2321'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF AN REA POWER
 BW2321'POLE WITH A TRANSFORMER, AND 19 FEET EAST OF THE APPROXIMATE
 BW2321'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES,
 BW2321'AND THE DISK IS STAMPED GRAVES NO 1 1949.
 BW2321'
 BW2321'REFERENCE MARK NO. 2 IS 6 FEET SOUTHWEST OF THE NORTHWEST
 BW2321'CORNER OF THE CHURCH.  THE MARK PROJECTS 1 INCH, AND THE DISK IS
 BW2321'STAMPED GRAVES NO 2 1949.
 BW2321'
 BW2321'THE AZIMUTH MARK IS 0.4 MILE FROM THE STATION, 20 FEET SOUTH
 BW2321'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 15 FEET
 BW2321'EAST OF THE NORTHEAST EDGE OF A SMALL POND, 3 FEET SOUTHWEST
 BW2321'OF A WITNESS POST, AND 2 FEET SOUTH OF A FENCE.  THE MARK
 BW2321'PROJECTS 6 INCHES, AND THE DISK IS STAMPED GRAVES 1949.
 BW2321'
 BW2321'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 BW2321'POSTS.
 BW2321'
 BW2321'A 90 FOOT TOWER AT GRAVES WILL SEE 103 FEET AT STEPHENSON.  77
 BW2321'FEET AT JENKINS, POW, AND AMITE.  64 FEET AT RANDALL.  90 FEET
 BW2321'AT GLOSTER.  64 FEET AT BEAVER.
 BW2321'
 BW2321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2321
 BW2321                          STATION RECOVERY (1955)
 BW2321
 BW2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2321'THE STATION WAS VISITED 6-10-55 AND ALL MARKS WERE FOUND IN
 BW2321'GOOD CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2321
 BW2321                          STATION RECOVERY (1959)
 BW2321
 BW2321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2321'STATION RECOVERED IN GOOD CONDITION.
 BW2321'
 BW2321'TO REACH GO ABOUT 4.0 MILES N AND 4.5 MILES W OF LIBERTY,
 BW2321'T3N, R3E, NEAR NE CORNER SECTION 22, AT GROVES CHAPEL, 77
 BW2321'FEET SW AND NORMAL TO CENTER LINE ROAD 101 FEET N AND 19 FEET
 BW2321'E OF NW CORNER GROVES CHAPEL IN CONCRETE POST PROJECTING
 BW2321'4 INCHES.  A STANDARD DISK STAMPED GRAVES 1949.
 BW2321
 BW2321                          STATION RECOVERY (1970)
 BW2321
 BW2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 BW2321'THE STATION WAS VISITED 11/7/69 AND THE STATION MARK, REFERENCE
 BW2321'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2321'REFERENCE MARK NO. 1 COULD NOT BE FOUND AND IS BELIEVED TO
 BW2321'HAVE BEEN DESTROYED WHEN THE ROAD WAS IMPROVED.  THE AZIMUTH
 BW2321'MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION DUE TO
 BW2321'TREES.  A REFERENCE MARK NO.3 WAS ESTABLISHED.  A NEW
 BW2321'DESCRIPTION FOLLOWS--
 BW2321'
 BW2321'THE STATION IS LOCATED ABOUT 6.1 MILES NORTHWEST OF LIBERTY,
 BW2321'7.8 MILES EAST-NORTHEAST OF GLOSTER ON THE NORTHERLY EDGE OF
 BW2321'THE GROUNDS OF THE GRAVES CHAPEL CHURCH.  IT IS 79 FEET
 BW2321'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 103 FEET NORTH OF THE
 BW2321'NORTHWEST CORNER OF THE CHURCH, 109 FEET NORTHWEST OF THE
 BW2321'NORTHEAST CORNER OF THE CHURCH, 65 FEET WEST OF A POWERLINE
 BW2321'POLE, 6 FEET NORTH OF THE CENTER OF A WOODS ROAD, 36.5 FEET
 BW2321'NORTHEAST OF A 20 INCH PINE THAT STANDS ALONE NEAR THE CENTER
 BW2321'OF THE CHURCH GROUNDS AND 1 FOOT WEST OF A WITNESS POST.  IT
 BW2321'IS A C AND GS TRIANGULATION STATION DISK, STAMPED GRAVES
 BW2321'1949, PROJECTING 8 INCHES.
 BW2321'
 BW2321'REFERENCE MARK NO. 2 IS 106.25 FEET SOUTH OF THE STATION.
 BW2321'IT IS 140 FEET WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 10.5
 BW2321'FEET NORTH OF A METAL CISTERN AND 6 FEET SOUTHWEST OF THE
 BW2321'NORTHWEST CORNER OF THE CHURCH.  IT IS A C AND GS REFERENCE
 BW2321'MARK DISK, STAMPED GRAVES NO 2 1949, PROJECTING 2 INCHES.
 BW2321'
 BW2321'REFERENCE MARK NO. 3 IS 57.50 FEET EAST-SOUTHEAST OF THE
 BW2321'STATION.  IT IS ON THE NORTHERLY EDGE OF THE CHURCH GROUNDS,
 BW2321'94.2 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH, 30 FEET
 BW2321'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 11 FEET SOUTHWEST
 BW2321'OF A POWERLINE POLE, 26 FEET NORTHWEST OF A 12 INCH OAK TREE,
 BW2321'47 FEET NORTH-NORTHEAST OF THE LONE PINE AND 1 FOOT NORTHWEST
 BW2321'OF A WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2321'STAMPED GRAVES 1949 NO 3 1969, PROJECTING 2 INCHES.
 BW2321'
 BW2321'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION.
 BW2321'IT IS 20 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 15 FEET
 BW2321'EAST OF THE NORTHEAST EDGE OF A POND AND 2 FEET SOUTH OF A
 BW2321'WITNESS POST AND FENCE.  IT IS A C AND GS AZIMUTH MARK DISK,
 BW2321'STAMPED GRAVES 1949, PROJECTING 8 INCHES.
 BW2321'
 BW2321'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, GO WEST
 BW2321'ON STATE HIGHWAY 24 FOR 3.6 MILES TO A CROSSROAD, TURN RIGHT
 BW2321'AND GO NORTH ON A GRAVELED ROAD FOR 1.4 MILES TO A FORK, TAKE
 BW2321'THE RIGHT FORK AND GO NORTHWEST ON GRAVELED ROAD FOR 1.1 MILES
 BW2321'TO A CHURCH AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BW2321'MARK FROM THE STATION, CONTINUE NORTHERLY ON THE GRAVELED
 BW2321'ROAD FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST
 BW2321'ABOUT 100 YARDS TO A SMALL POND AND THE MARK ON THE RIGHT.
 BW2321'
 BW2321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.1 MILES
 BW2321'NORTHWEST OF LIBERTY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1336 ***********************************************************************
 CO1336  DESIGNATION -  GRAY
 CO1336  PID         -  CO1336
 CO1336  STATE/COUNTY-  MS/LEAKE
 CO1336  USGS QUAD   -  ZAMA (1989)
 CO1336
 CO1336                         *CURRENT SURVEY CONTROL
 CO1336  ___________________________________________________________________
 CO1336* NAD 83(1993)-  32 54 58.54387(N)    089 28 26.30870(W)     ADJUSTED  
 CO1336* NAVD 88     -       171.82   (+/-2cm)     563.7    (feet)  VERTCON   
 CO1336  ___________________________________________________________________
 CO1336  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CO1336  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CO1336  HORZ ORDER  -  FIRST
 CO1336  VERT ORDER  -  THIRD ? (See Below)
 CO1336
 CO1336.The horizontal coordinates were established by classical geodetic methods
 CO1336.and adjusted by the National Geodetic Survey in May 1994.
 CO1336
 CO1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1336.The vertical order pertains to the NGVD 29 superseded value.
 CO1336
 CO1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1336
 CO1336.The geoid height was determined by GEOID03.
 CO1336
 CO1336;                    North         East     Units Scale Factor Converg.
 CO1336;SPC MS E     -   378,935.050   240,076.000   MT  0.99999426   -0 20 53.3
 CO1336;SPC MS E     - 1,243,222.74    787,649.34   sFT  0.99999426   -0 20 53.3
 CO1336;UTM  16      - 3,644,719.123   268,643.871   MT  1.00026003   -1 20 42.0
 CO1336
 CO1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1336!SPC MS E     -   0.99997731  x   0.99999426  =   0.99997157
 CO1336!UTM  16      -   0.99997731  x   1.00026003  =   1.00023733
 CO1336
 CO1336|---------------------------------------------------------------------|
 CO1336| PID    Reference Object                     Distance      Geod. Az  |
 CO1336|                                                           dddmmss.s |
 CO1336| CG1852 GRAY RM 3                            12.769 METERS 15921     |
 CO1336| CG1850 GRAY RM 1                            24.586 METERS 16118     |
 CO1336| CG1849 GRAY AZ MK                                         2644358.2 |
 CO1336| CG1851 GRAY RM 2                            28.795 METERS 30920     |
 CO1336|---------------------------------------------------------------------|
 CO1336
 CO1336                          SUPERSEDED SURVEY CONTROL
 CO1336
 CO1336  NAD 83(1986)-  32 54 58.55535(N)    089 28 26.30604(W) AD(       ) 1
 CO1336  NAD 27      -  32 54 58.07660(N)    089 28 26.04180(W) AD(       ) 1
 CO1336  NGVD 29 (07/19/86)  171.84   (m)          563.8    (f) LEVELING    3  
 CO1336
 CO1336.Superseded values are not recommended for survey control.
 CO1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1336.See file dsdata.txt to determine how the superseded data were derived.
 CO1336
 CO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB6864444719(NAD 83)
 CO1336_MARKER: DD = SURVEY DISK
 CO1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1336_SP_SET: SQUARE CONCRETE MONUMENT
 CO1336_STAMPING: GRAY 1958
 CO1336_MARK LOGO: CGS   
 CO1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1336+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1988
 CO1336
 CO1336  HISTORY     - Date     Condition        Report By
 CO1336  HISTORY     - 1958     MONUMENTED       CGS
 CO1336  HISTORY     - 1958     GOOD             CGS
 CO1336  HISTORY     - 1964     GOOD             MSHD
 CO1336  HISTORY     - 1964     GOOD             CGS
 CO1336  HISTORY     - 1970     GOOD             NGS
 CO1336  HISTORY     - 19880310 GOOD             MSHD
 CO1336
 CO1336                          STATION DESCRIPTION
 CO1336
 CO1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CO1336'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF KOSCIUSKO, 1-1/2
 CO1336'MILES WEST-NORTHWEST OF THE VILLAGE OF GRAY AND 1 MILE SOUTH OF THE
 CO1336'LEAKE-ATTALA COUNTY LINE, IN THE SOUTHEAST CORNER OF THE SOUTHEAST
 CO1336'1/4 OF SECTION 4, T 12 N, R 8 E., ON LAND OWNED BY MR. GRADY
 CO1336'PICKLE OF VICTORIA, TEXAS.
 CO1336'
 CO1336'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 35, ABOUT 2 MILES
 CO1336'SOUTH OF KOSCIUSKO, BY GOING SOUTH ON HIGHWAY 35 FOR 10.45 MILES
 CO1336'TO CROSSROADS AND A.M. JOHNSON STORE IN THE NORTHEAST ANGLE OF
 CO1336'INTERSECTION, TURN LEFT, EASTERLY, FOR 0.1 MILE TO DIAGONAL
 CO1336'CROSSROADS, CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 2.75 MILES TO
 CO1336'FORK AND STORE ON THE LEFT, TAKE RIGHT FORK, SOUTH THEN EAST,
 CO1336'FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT (THIS IS 0.05
 CO1336'MILE BEFORE REACHING A DRIVEWAY LEADING TO A FRAME FARMHOUSE ON THE
 CO1336'RIGHT), CONTINUE EAST FOR 0.5 MILE TO T-INTERSECTION, TURN
 CO1336'LEFT, NORTHERLY, FOR 0.1 MILE TO FORK AND STATION AS DESCRIBED.
 CO1336'
 CO1336'STATION MARKS ARE STANDARD DISKS, STAMPED GRAY 1958.  THE SURFACE
 CO1336'MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CO1336'PROJECTING 6 INCHES.  IT IS 96 FEET NORTHWEST OF THE CENTER OF AN
 CO1336'EAST-WEST ROAD, 68 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 CO1336'TRIANGLE FORMED BY THE INTERSECTION OF THREE GRADED
 CO1336'ROADS, 43 FEET NORTHEAST OF THE CENTER OF A NORTH-SOUTH GRADED
 CO1336'ROAD AND 41 FEET NORTH OF A TRIANGLE BLAZE ON THE WEST SIDE OF A
 CO1336'6-INCH OAK TREE.  A WHITE WITNESS POST WAS SET 2 FEET NORTH
 CO1336'OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 CO1336'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 CO1336'
 CO1336'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAY NO 1 1958, SET
 CO1336'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST FLUSH WITH THE
 CO1336'GROUND SURFACE.  IT IS 70 FEET SOUTHEAST OF THE TRIANGLE FORMED BY
 CO1336'THE THREE ROADS, 45 FEET SOUTH OF THE TRIANGLE BLAZE AND 32 FEET
 CO1336'NORTHWEST OF THE CENTER OF THE EAST-WEST ROAD.
 CO1336'
 CO1336'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAY NO 2 1958, SET
 CO1336'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 CO1336'IT IS 119 FEET NORTH-NORTHWEST OF THE TRIANGLE FORMED BY THE THREE
 CO1336'ROADS, 127 FEET NORTHWEST OF THE TRIANGLE BLAZE ON THE TREE AND 25
 CO1336'FEET SOUTHWEST OF THE CENTER OF THE NORTH-SOUTH ROAD.
 CO1336'
 CO1336'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAY 1958, SET IN THE TOP
 CO1336'OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS 47
 CO1336'FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF AN
 CO1336'EAST-WEST ROAD, 30 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD
 CO1336'AND 3.7 FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 60.  A
 CO1336'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 CO1336'
 CO1336'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1336
 CO1336                          STATION RECOVERY (1958)
 CO1336
 CO1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 CO1336'RECOVERED IN GOOD CONDITION.
 CO1336
 CO1336                          STATION RECOVERY (1964)
 CO1336
 CO1336'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1336'THE STATION WAS VISITED MARCH 1964 AND THE STATION, RM 2, AND THE
 CO1336'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CO1336'
 CO1336'RM 1 HAD BEEN DESTROYED BY ROAD CONSTRUCTION.  THE DISK WAS
 CO1336'RECLAIMED.
 CO1336'
 CO1336'THE 1958 RECOVERY BY O.S.R. IS ADEQUATE.
 CO1336'
 CO1336'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION, 1.0 FOOT
 CO1336'EAST OF RM 2, AND 1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CO1336
 CO1336                          STATION RECOVERY (1964)
 CO1336
 CO1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 CO1336'THE STATION WAS VISITED 5-11-64 AND THE STATION MARK, AZIMUTH MARK
 CO1336'AND REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  REFERENCE
 CO1336'MARK NO. 1 WAS FOUND DESTROYED AND THE DISK RECLAIMED.  REFERENCE
 CO1336'MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS
 CO1336'NOT VISIBLE FROM THE STATION DUE TO HEAVY GROWTH OF TIMBER.
 CO1336'
 CO1336'A NEW DESCRIPTION FOLLOWS-
 CO1336'
 CO1336'THE STATION IS LOCATED 12 MILES SOUTHEAST OF KOSCIUSKO, 1.5 MILES
 CO1336'WEST-NORTHWEST OF THE VILLAGE OF GRAY AND 1 MILE SOUTH OF THE
 CO1336'LEAKE-ATTALA COUNTY LINE, IN THE SOUTHEAST CORNER OF THE 1/4
 CO1336'SECTION 4, T 12 N, R 8 E., ON LAND OWNED BY MR. GRADY PICKLE OF
 CO1336'VICTORIA TEXAS, AND 0.15 MILE NORTHEAST OF A CHURCH AND
 CO1336'CEMETERY.  IT IS 39 FEET NORTHEAST OF THE CENTER OF A
 CO1336'NORTHEAST-SOUTHWEST ROAD, AT THE NORTHWEST CORNER OF A TRIANGLE
 CO1336'FORMED BY ROADS, 24 FEET NORTH OF THE PROJECTED CENTER LINE OF THE
 CO1336'ROAD LEADING SOUTHWEST TO THE CHURCH AND CEMETERY, 1 FOOT NORTH OF
 CO1336'A METAL WITNESS POST, ON A BANK ABOUT 3 FEET ABOVE THE LEVEL OF
 CO1336'THE ROAD.  IT IS A STANDARD DISK, STAMPED GRAY 1958, PROJECTING
 CO1336'6 INCHES.
 CO1336'
 CO1336'REFERENCE MARK NO. 2 IS 94.47 FEET NORTHWEST OF THE STATION, 21 FEET
 CO1336'SOUTHWEST OF THE CENTER OF THE ROAD, 108 FEET NORTHWEST OF THE
 CO1336'PROJECTED CENTER LINE OF THE ROAD LEADING SOUTHWEST TO THE CHURCH
 CO1336'AND CEMETERY AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 CO1336'STANDARD DISK, STAMPED GRAY NO 2 1958, PROJECTING 1 INCH.
 CO1336'
 CO1336'REFERENCE MARK NO. 3 IS 41.89 FEET EAST-SOUTHEAST OF THE STATION,
 CO1336'19 FEET SOUTH OF THE PROJECTED CENTER LINE OF THE ROAD LEADING
 CO1336'SOUTHWEST TO THE CHURCH, 37 FEET NORTHEAST OF THE CENTER LINE OF THE
 CO1336'ROAD AND 1 FOOT EAST-NORTHEAST OF A METAL WITNESS POST.  IT IS A
 CO1336'STANDARD DISK, STAMPED GRAY NO 3 1958, PROJECTING 4 INCHES.
 CO1336'
 CO1336'THE AZIMUTH MARK IS 0.65 MILE SOUTHWEST OF THE STATION, 30 FEET
 CO1336'NORTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET NORTHEAST OF POWER
 CO1336'POLE NO. 60, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 CO1336'STANDARD DISK, STAMPED GRAY 1958, PROJECTING 6 INCHES.
 CO1336'
 CO1336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND 35
 CO1336'ABOUT 2 MILES SOUTH OF KOSCIUSKO GO SOUTH ON STATE HIGHWAY 35 FOR
 CO1336'10.45 MILES TO A CROSSROADS AND A.N. JOHNSONS STORE IN THE
 CO1336'NORTHEAST QUADRANT OF THE INTERSECTION, TURN LEFT AND GO EASTERLY
 CO1336'FOR 0.1 MILE TO A DIAGONAL CROSSROADS, CONTINUE EASTERLY FOR
 CO1336'2.75 MILES TO A FORK, TAKE RIGHT FORK AND GO SOUTH, THEN EAST FOR
 CO1336'1.05 MILE TO THE AZIMUTH MARK ON THE LEFT (THIS IS 0.05 MILE BEFORE
 CO1336'REACHING A DRIVEWAY TO A WHITE FRAME HOUSE ON THE RIGHT,
 CO1336'CONTINUE EAST FOR 0.5 MILE TO INTERSECTION, TURN LEFT FOR 0.15
 CO1336'MILE.
 CO1336
 CO1336                          STATION RECOVERY (1970)
 CO1336
 CO1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1336'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK WERE
 CO1336'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1964.
 CO1336'
 CO1336'THE STATION WAS ATTENDED BY A LONE LIGHTKEEPER AND NO ANGLES OR
 CO1336'MEASUREMENTS WERE TAKEN.
 CO1336'
 CO1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 CO1336'WEST-NORTHWEST OF GRAY.
 CO1336
 CO1336                          STATION RECOVERY (1988)
 CO1336
 CO1336'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1336'THE STATION WAS VISITED 10/03/1988 AND THE STATION MARK, REFERENCE
 CO1336'MARKS NO.2 AND NO.3 WERE FOUND IN GOOD CONDITION.
 CO1336'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 16 IN CARTHAGE, GO
 CO1336'NORTH ON STATE HIGHWAY 35 FOR 4.03 KM (2.50 MI) TO THE JUNCTION OF
 CO1336'STATE HIGHWAY 25, CONTINUE NORTH ON HIGHWAY 35 FOR 12.96 KM (8.05 MI)
 CO1336'TO A CROSSROAD, TURN RIGHT AND GO EAST ON PAVED ROAD FOR 3.62 KM
 CO1336'(2.25 MI) TO A T-INTERSECTION, TURN LEFT AND GO NORTHEAST ON A PAVED
 CO1336'ROAD FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CO1336'NORTHEAST ON PAVED ROAD FOR 0.97 KM (0.60 MI) TO A SIDE ROAD LEFT,
 CO1336'CONTINUE EAST ON PAVED ROAD FOR 0.72 KM (0.45 MI) TO THE AZIMUTH MARK
 CO1336'ON THE LEFT, CONTINUE EAST ON PAVED ROAD FOR 0.81 KM (0.50 MI) TO A
 CO1336'T-INTERSECTION, TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.16 KM
 CO1336'(0.10 MI) TO A FORK AND THE STATION STRAIGHT AHEAD.
 CO1336'STATION MARK IS A STANDARD DISK, STAMPED---GRAY 1958---SET IN TOP OF A
 CO1336'SQUARE CONCRETE POST, PROJECTING 0.15 M (0.5 FT).  IT IS 43.28 M
 CO1336'(142.0 FT) NORTH OF THE NORTHEAST CORNER OF A TIN BUILDING, 39.47 M
 CO1336'(129.5 FT) NORTH NORTHWEST OF A POLE WITH A LAMP, 14.02 M (46.0 FT)
 CO1336'EAST OF THE PROJECTED CENTER OF A ROAD LEADING NORTH, 7.92 M
 CO1336'(26.0 FT) SOUTH OF A 13 INCH OAK AND 0.30 M (1.0 FT) EAST OF A METAL
 CO1336'WITNESS POST.
 CO1336'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---GRAY NO 2 1958---SET
 CO1336'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 0.03 M (0.1 FT).  IT IS
 CO1336'5.79 M (19.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 7.62 M
 CO1336'(25.0 FT) NORTH NORTHEAST OF A 10 INCH HICKORY AND 0.30 M (1.0 FT)
 CO1336'WEST OF A METAL WITNESS POST.
 CO1336'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---GRAY NO 3 1958---SET
 CO1336'IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.30 M (1.0 FT).  IT IS
 CO1336'14.02 M (46.0 FT) NORTHEAST OF THE PROJECTED CENTER OF GRAVEL ROAD
 CO1336'LEADING EAST, 1.68 M (5.5 FT) WEST OF A 12 INCH OAK, 1.22 M (4.0 FT)
 CO1336'SOUTHEAST OF A 10 INCH OAK AND 0.30 M (1.0 FT) EAST OF A METAL WITNESS
 CO1336'POST.
 CO1336'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, BUT IS NOT VISABLE
 CO1336'FROM THE STATION.  IT IS A STANDARD DISK, STAMPED---GRAY 1958---SET IN
 CO1336'TOP OF A SQUARE CONCRETE POST, PROJECTING 0.15 M (0.5 FT) AND IS 8.23
 CO1336'M (27.0 FT) NORTH OF THE CENTER OF THE PAVED ROAD, 7.01 M (23.0 FT)
 CO1336'WEST OF THE CENTER OF A WOODS ROAD, 0.76 M (2.5 FT) EAST OF A POWER
 CO1336'POLE WITH TRANSFORMER, 16.92 M (55.5 FT) SOUTHWEST OF A 12 INCH OAK
 CO1336'AND 0.30 M (1.0 FT) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1695 ***********************************************************************
 EG1695  DESIGNATION -  GRAYS
 EG1695  PID         -  EG1695
 EG1695  STATE/COUNTY-  MS/BENTON
 EG1695  USGS QUAD   -  LAMAR (1965)
 EG1695
 EG1695                         *CURRENT SURVEY CONTROL
 EG1695  ___________________________________________________________________
 EG1695* NAD 83(1993)-  34 56 48.33214(N)    089 17 08.08628(W)     ADJUSTED  
 EG1695* NAVD 88     -       144.110  (meters)     472.80   (feet)  POSTED    
 EG1695  ___________________________________________________________________
 EG1695  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EG1695  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG1695  DYNAMIC HT  -         143.970 (meters)     472.34  (feet)  COMP
 EG1695  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 EG1695
 EG1695  HORZ ORDER  -  THIRD
 EG1695  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG1695
 EG1695.The horizontal coordinates were established by classical geodetic methods
 EG1695.and adjusted by the National Geodetic Survey in May 1994.
 EG1695
 EG1695.The orthometric height was determined by differential leveling
 EG1695.and adjusted by the  in 1992.
 EG1695.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG1695.rate of 0.0 thru 1.0 mm/km.
 EG1695
 EG1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1695
 EG1695.The geoid height was determined by GEOID03.
 EG1695
 EG1695.The dynamic height is computed by dividing the NAVD 88
 EG1695.geopotential number by the normal gravity value computed on the
 EG1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1695.degrees latitude (g = 980.6199 gals.).
 EG1695
 EG1695.The modeled gravity was interpolated from observed gravity values.
 EG1695
 EG1695;                    North         East     Units Scale Factor Converg.
 EG1695;SPC MS E     -   604,060.245   258,690.467   MT  0.99997102   -0 15 32.6
 EG1695;SPC MS E     - 1,981,820.99    848,720.31   sFT  0.99997102   -0 15 32.6
 EG1695;SPC TN       -    73,098.964   299,907.479   MT  1.00006734   -1 55 24.6
 EG1695;SPC TN       -   239,825.52    983,946.45   sFT  1.00006734   -1 55 24.6
 EG1695;UTM  16      - 3,869,524.209   291,282.898   MT  1.00013693   -1 18 34.9
 EG1695
 EG1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1695!SPC MS E     -   0.99998171  x   0.99997102  =   0.99995274
 EG1695!SPC TN       -   0.99998171  x   1.00006734  =   1.00004905
 EG1695!UTM  16      -   0.99998171  x   1.00013693  =   1.00011864
 EG1695
 EG1695|---------------------------------------------------------------------|
 EG1695| PID    Reference Object                     Distance      Geod. Az  |
 EG1695|                                                           dddmmss.s |
 EG1695| EG2034 GRAYS RM 1                           22.553 METERS 01646     |
 EG1695| CG3398 GRAYS AZ MK                                        0934407.7 |
 EG1695| EG2035 GRAYS RM 2                           24.464 METERS 12022     |
 EG1695|---------------------------------------------------------------------|
 EG1695
 EG1695                          SUPERSEDED SURVEY CONTROL
 EG1695
 EG1695  NAD 83(1986)-  34 56 48.34334(N)    089 17 08.08587(W) AD(       ) 3
 EG1695  NAD 27      -  34 56 48.01634(N)    089 17 07.82952(W) AD(       ) 3
 EG1695
 EG1695.Superseded values are not recommended for survey control.
 EG1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1695.See file dsdata.txt to determine how the superseded data were derived.
 EG1695
 EG1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9128369524(NAD 83)
 EG1695_MARKER: DR = REFERENCE MARK DISK
 EG1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1695_SP_SET: CONCRETE POST
 EG1695_STAMPING: GRAYS 1966
 EG1695_MARK LOGO: CGS   
 EG1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1695+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 EG1695
 EG1695  HISTORY     - Date     Condition        Report By
 EG1695  HISTORY     - 1966     MONUMENTED       CGS
 EG1695  HISTORY     - 1966     GOOD             CGS
 EG1695  HISTORY     - 19880523 GOOD             MSHD
 EG1695  HISTORY     - 20000606 GOOD             NGS
 EG1695  HISTORY     - 20080402 GOOD             MSDOT
 EG1695
 EG1695                          STATION DESCRIPTION
 EG1695
 EG1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1695'STATION IS LOCATED ABOUT 15.5 MILES NORTHEAST OF HOLLY SPRINGS, 10
 EG1695'MILES NORTHWEST OF
 EG1695'ASHLAND AND IN JOHN MASON ROADSIDE PARK ON NORTH
 EG1695'SIDE OF U S HIGHWAY 72.
 EG1695'
 EG1695'TO REACH FROM THE JUNCTION OF U S HIGHWAY 72 AND STATE ROUTES 7 AND
 EG1695'5, WHICH IS ABOUT
 EG1695'15 MILES NORTHEAST OF HOLLY SPRINGS, GO EAST OF U S
 EG1695'HIGHWAY 72 FOR 0.6 MILE TO ROADSIDE
 EG1695'PARK AND STATION ON LEFT AS DESCRIBED.
 EG1695'
 EG1695'STATION MARK, A STANDARD DISK STAMPED GRAYS 1966, IS SET IN THE TOP
 EG1695'OF A CONCRETE
 EG1695'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  THE MARK
 EG1695'IS 75 FEET NORTH OF CENTER OF U
 EG1695'S HIGHWAY 72, 61 FEET NORTHWEST OF
 EG1695'ROADSIDE PARK SIGN AND 21 FEET EAST OF CENTER OF
 EG1695'WEST SIDE OF DRIVE.
 EG1695'
 EG1695'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAYS NO 1 1966, IS SET IN
 EG1695'THE TOP OF A
 EG1695'CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.  THE
 EG1695'MARK IS 12 FEET SOUTH OF CENTER
 EG1695'OF NORTH SIDE OF CIRCLE DRIVE AND 4
 EG1695'FEET WEST OF 12 INCH PINE TREE.
 EG1695'
 EG1695'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAYS NO 2 1966, IS SET IN
 EG1695'THE TOP OF A
 EG1695'CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.  THE
 EG1695'MARK IS 34 FEET NORTH OF CENTER
 EG1695'OF U S HIGHWAY 72, 19 FEET SOUTHEAST
 EG1695'OF ROADSIDE PARK SIGN AND 9 FEET WEST OF 18 INCH
 EG1695'PINE TREE.
 EG1695'
 EG1695'AZIMUTH MARK, A STANDARD DISK STAMPED GRAYS 1966, IS SET IN TOP OF A
 EG1695'CONCRETE CYLINDER
 EG1695'WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS 30 FEET
 EG1695'SOUTH OF CENTER OF U S HIGHWAY 72,
 EG1695'23 FEET NORTH OF FENCE, 125 FEET
 EG1695'EAST OF CENTER OF DRIVEWAY AND 1.7 FEET SOUTH OF
 EG1695'WITNESS POST.
 EG1695'
 EG1695'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON U S HIGHWAY 72 FOR
 EG1695'0.35 MILE TO
 EG1695'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 EG1695'
 EG1695'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1695
 EG1695                          STATION RECOVERY (1966)
 EG1695
 EG1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EG1695'RECOVERED IN GOOD CONDITION.
 EG1695
 EG1695                          STATION RECOVERY (1988)
 EG1695
 EG1695'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG1695'0.97 KM (0.60 MI) EAST ALONG U.S. 72 HIGHWAY FROM THE JUNCTION OF
 EG1695'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 30.66 M
 EG1695'(100.6 FT) SOUTH OF A 36 INCH TRIPLE TRUNK SWEET GUM TREE, 23.07 M
 EG1695'(75.7 FT) NORTH OF THE CENTER OF HIGHWAY 72, 14.45 M (47.4 FT) EAST OF
 EG1695'A 14 INCH PINE, 3.23 M (10.6 FT) WEST OF A 12 INCH MAPLE TREE, 0.30 M
 EG1695'(1.0 FT) NORTH OF A CARSONITE WITNESS POST AND AND SET IN TOP OF A
 EG1695'ROUND CONCRETE POST AND 0.76 M (2.5 FT) BELOW LEVEL OF HIGHWAY 72.
 EG1695
 EG1695                          STATION RECOVERY (2000)
 EG1695
 EG1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1695'RECOVERED IN GOOD CONDITION.
 EG1695
 EG1695                          STATION RECOVERY (2008)
 EG1695
 EG1695'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1695'THE STATION GRAYS AND RM 1 WERE RECOVERED IN GOOD CONDITION, RM 2 AND
 EG1695'THE AZIMUTH MARK DESTROYED BY NEW HWY 72. THE PARK IS NO LONGER
 EG1695'PRESENT, STATION GRAYS IS FLUSH WITH GROUND 76.0 FT NORTH OF THE
 EG1695'CENTER OF THE WEST BOUND LANE OF HWY 72, 15.2 FT NORTHEAST OF A 20
 EG1695'INCH ASH, 11.0 FT WEST OF A 12 INCH ASH, AND 1.0 NORTH OF A CARSONITE
 EG1695'WITNESS POST.
 EG1695'RM 1 IS FLUSH WITH GROUND 12.5 FT NORTHWEST OF A 24 INCH PINE, 7.5
 EG1695'FEET WEST OF A 10 INCH LEANING PINE, AND 33.0 FT SOUTHEAST OF A TRIPLE
 EG1695'TRUNKED 24 INCH GUM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2034 ***********************************************************************
 EG2034  DESIGNATION -  GRAYS RM 1
 EG2034  PID         -  EG2034
 EG2034  STATE/COUNTY-  MS/BENTON
 EG2034  USGS QUAD   -  LAMAR (1965)
 EG2034
 EG2034                         *CURRENT SURVEY CONTROL
 EG2034  ___________________________________________________________________
 EG2034* NAD 83(1986)-  34 56 48.     (N)    089 17 08.     (W)     SCALED    
 EG2034* NAVD 88     -       143.160  (meters)     469.68   (feet)  POSTED    
 EG2034  ___________________________________________________________________
 EG2034  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG2034  DYNAMIC HT  -         143.020 (meters)     469.22  (feet)  COMP
 EG2034  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 EG2034
 EG2034  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2034
 EG2034.The horizontal coordinates were scaled from a topographic map and have
 EG2034.an estimated accuracy of +/- 6 seconds.
 EG2034
 EG2034.The orthometric height was determined by differential leveling
 EG2034.and adjusted by the  in 1992.
 EG2034.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2034.was located on a no-check spur therefore a value was not computed.
 EG2034.No vertical observational check was made to the station.
 EG2034
 EG2034.The geoid height was determined by GEOID03.
 EG2034
 EG2034.The dynamic height is computed by dividing the NAVD 88
 EG2034.geopotential number by the normal gravity value computed on the
 EG2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2034.degrees latitude (g = 980.6199 gals.).
 EG2034
 EG2034.The modeled gravity was interpolated from observed gravity values.
 EG2034
 EG2034;                    North         East    Units  Estimated Accuracy
 EG2034;SPC MS E     -   604,050.      258,690.      MT  (+/- 180 meters Scaled)
 EG2034
 EG2034                          SUPERSEDED SURVEY CONTROL
 EG2034
 EG2034.No superseded survey control is available for this station.
 EG2034
 EG2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD912695(NAD 83)
 EG2034_MARKER: DR = REFERENCE MARK DISK
 EG2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2034_SP_SET: CONCRETE POST
 EG2034_STAMPING: GRAYS NO 1 1966
 EG2034_MARK LOGO: CGS   
 EG2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2034+STABILITY: SURFACE MOTION
 EG2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2034+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 EG2034
 EG2034  HISTORY     - Date     Condition        Report By
 EG2034  HISTORY     - 1966     MONUMENTED       CGS
 EG2034  HISTORY     - 19880523 GOOD             MSHD
 EG2034  HISTORY     - 20000606 GOOD             NGS
 EG2034  HISTORY     - 20080402 GOOD             MSDOT
 EG2034
 EG2034                          STATION DESCRIPTION
 EG2034
 EG2034'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2034'0.97 KM (0.60 MI) EAST ALONG U.S. 72 HIGHWAY FROM THE JUNCTION OF
 EG2034'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 22.68 M
 EG2034'(74.4 FT) NORTH OF A 8 INCH MAPLE TREE, 14.68 M (48.2 FT) EAST
 EG2034'NORTHEAST OF A 16 INCH PINE, 10.36 M (34.0 FT) SOUTHEAST OF A 36 INCH
 EG2034'TRIPLE TRUNK SWEET GUM TREE, 2.13 M (7.0 FT) WEST OF A 12 INCH PINE
 EG2034'AND 0.91 M (3.0 FT) BELOW LEVEL OF HIGHWAY 72, FLUSH WITH THE GROUND.
 EG2034
 EG2034                          STATION RECOVERY (2000)
 EG2034
 EG2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG2034'RECOVERED IN GOOD CONDITION.
 EG2034
 EG2034                          STATION RECOVERY (2008)
 EG2034
 EG2034'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG2034'THE PARK IS NO LONGER PRESENT, RM 1 IS FLUSH WITH GROUND 12.5 FT
 EG2034'NORTHWEST OF A 24 INCH PINE, 7.5 FEET WEST OF A 10 INCH LEANING PINE,
 EG2034'AND 33.0 FT SOUTHEAST OF A TRIPLE TRUNKED 36 INCH GUM.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG2035 ***********************************************************************
 EG2035  DESIGNATION -  GRAYS RM 2
 EG2035  PID         -  EG2035
 EG2035  STATE/COUNTY-  MS/BENTON
 EG2035  USGS QUAD   -  LAMAR (1965)
 EG2035
 EG2035                         *CURRENT SURVEY CONTROL
 EG2035  ___________________________________________________________________
 EG2035* NAD 83(1986)-  34 56 48.     (N)    089 17 08.     (W)     SCALED    
 EG2035* NAVD 88     -       144.750  (meters)     474.90   (feet)  POSTED    
 EG2035  ___________________________________________________________________
 EG2035  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG2035  DYNAMIC HT  -         144.610 (meters)     474.44  (feet)  COMP
 EG2035  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 EG2035
 EG2035  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EG2035
 EG2035.The horizontal coordinates were scaled from a topographic map and have
 EG2035.an estimated accuracy of +/- 6 seconds.
 EG2035
 EG2035.The orthometric height was determined by differential leveling
 EG2035.and adjusted by the  in 1992.
 EG2035.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EG2035.was located on a no-check spur therefore a value was not computed.
 EG2035.No vertical observational check was made to the station.
 EG2035
 EG2035.The geoid height was determined by GEOID03.
 EG2035
 EG2035.The dynamic height is computed by dividing the NAVD 88
 EG2035.geopotential number by the normal gravity value computed on the
 EG2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2035.degrees latitude (g = 980.6199 gals.).
 EG2035
 EG2035.The modeled gravity was interpolated from observed gravity values.
 EG2035
 EG2035;                    North         East    Units  Estimated Accuracy
 EG2035;SPC MS E     -   604,050.      258,690.      MT  (+/- 180 meters Scaled)
 EG2035
 EG2035                          SUPERSEDED SURVEY CONTROL
 EG2035
 EG2035.No superseded survey control is available for this station.
 EG2035
 EG2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD912695(NAD 83)
 EG2035_MARKER: DR = REFERENCE MARK DISK
 EG2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2035_SP_SET: CONCRETE POST
 EG2035_STAMPING: GRAYS 1966 NO 2
 EG2035_MARK LOGO: CGS   
 EG2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2035+STABILITY: SURFACE MOTION
 EG2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG2035+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 EG2035
 EG2035  HISTORY     - Date     Condition        Report By
 EG2035  HISTORY     - 1966     MONUMENTED       CGS
 EG2035  HISTORY     - 19880523 GOOD             MSHD
 EG2035  HISTORY     - 20000606 GOOD             NGS
 EG2035  HISTORY     - 20080402 MARK NOT FOUND   MSDOT
 EG2035
 EG2035                          STATION DESCRIPTION
 EG2035
 EG2035'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 EG2035'0.97 KM (0.60 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EG2035'STATE HIGHWAY NO. 7 AND U.S. 72 TO THE MARK ON THE LEFT, 10.79 M
 EG2035'(35.4 FT) NORTH OF THE CENTER OF 72 HIGHWAY, 10.55 M (34.6 FT) SOUTH
 EG2035'OF A 16 INCH PINE, 5.79 M (19.0 FT) EAST OF ROADSIDE PARK POST AND
 EG2035'SIGN, 2.50 M (8.2 FT) WEST OF A 16 INCH PINE, 0.42 M (1.4 FT) SOUTH OF
 EG2035'A CARSONITE WITNESS POST AND 0.30 M (1.0 FT) BELOW LEVEL OF HIGHWAY
 EG2035'72.
 EG2035
 EG2035                          STATION RECOVERY (2000)
 EG2035
 EG2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG2035'RECOVERED IN GOOD CONDITION.
 EG2035
 EG2035                          STATION RECOVERY (2008)
 EG2035
 EG2035'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG2035'THE MARK WAS APPARENTLY DESTROYED BY NEW HWY 72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0279 ***********************************************************************
 BV0279  DESIGNATION -  GREEN
 BV0279  PID         -  BV0279
 BV0279  STATE/COUNTY-  MS/GREENE
 BV0279  USGS QUAD   -  MC LAIN (1982)
 BV0279
 BV0279                         *CURRENT SURVEY CONTROL
 BV0279  ___________________________________________________________________
 BV0279* NAD 83(1993)-  31 01 34.68358(N)    088 47 45.88455(W)     ADJUSTED  
 BV0279* NAVD 88     -        29.58   (+/-2cm)      97.0    (feet)  VERTCON   
 BV0279  ___________________________________________________________________
 BV0279  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BV0279  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BV0279  HORZ ORDER  -  FIRST
 BV0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0279
 BV0279.The horizontal coordinates were established by classical geodetic methods
 BV0279.and adjusted by the National Geodetic Survey in May 1994.
 BV0279
 BV0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0279.The vertical order pertains to the NGVD 29 superseded value.
 BV0279
 BV0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0279
 BV0279.The geoid height was determined by GEOID03.
 BV0279
 BV0279;                    North         East     Units Scale Factor Converg.
 BV0279;SPC MS E     -   169,193.166   303,556.789   MT  0.99995016   +0 01 09.1
 BV0279;SPC MS E     -   555,094.58    995,919.23   sFT  0.99995016   +0 01 09.1
 BV0279;UTM  16      - 3,433,901.978   328,569.229   MT  0.99996252   -0 55 33.5
 BV0279
 BV0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0279!SPC MS E     -   0.99999976  x   0.99995016  =   0.99994992
 BV0279!UTM  16      -   0.99999976  x   0.99996252  =   0.99996228
 BV0279
 BV0279|---------------------------------------------------------------------|
 BV0279| PID    Reference Object                     Distance      Geod. Az  |
 BV0279|                                                           dddmmss.s |
 BV0279| CG1477 LEAF RM 2                            14.062 METERS 01313     |
 BV0279| BV0280 LEAF                                 16.026 METERS 08901     |
 BV0279| BV0278 LEAF RM 1                                          15343     |
 BV0279| BV0256 M 15                                 68.545 METERS 16205     |
 BV0279| BV0276 GREEN RM 1                           33.253 METERS 19257     |
 BV0279| BV0277 GREEN RM 2                           33.677 METERS 25835     |
 BV0279| CG1856 GREEN AZ MK                                        3533536.0 |
 BV0279|---------------------------------------------------------------------|
 BV0279
 BV0279                          SUPERSEDED SURVEY CONTROL
 BV0279
 BV0279  NAD 83(1993)-  31 01 34.69555(N)    088 47 45.87864(W) AD(       ) 1
 BV0279  NAD 83(1986)-  31 01 34.70013(N)    088 47 45.88374(W) AD(       ) 1
 BV0279  NAD 27      -  31 01 34.02800(N)    088 47 45.75500(W) AD(       ) 1
 BV0279  NGVD 29 (??/??/92)   29.58   (m)           97.0    (f) COMPUTED    2 0
 BV0279
 BV0279.Superseded values are not recommended for survey control.
 BV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0279.See file dsdata.txt to determine how the superseded data were derived.
 BV0279
 BV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2856933902(NAD 83)
 BV0279_MARKER: DS = TRIANGULATION STATION DISK
 BV0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0279_STAMPING: GREEN 1942
 BV0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0279+STABILITY: SURFACE MOTION
 BV0279
 BV0279  HISTORY     - Date     Condition        Report By
 BV0279  HISTORY     - 1942     MONUMENTED       CGS
 BV0279  HISTORY     - 1958     GOOD             NGS
 BV0279  HISTORY     - 1966     GOOD             MSHD
 BV0279
 BV0279                          STATION DESCRIPTION
 BV0279
 BV0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV0279'STATION IS LOCATED IN THE VILLAGE OF LEAF, MISSISSIPPI, ABOUT 100
 BV0279'PACES N OF THE MAIN T-ROAD W, 70.5 FEET W OF THE W RAIL OF THE GULF,
 BV0279'MOBILE, AND NORTHERN RAILROAD, 5 FEET NNE OF A WHITE REFERENCE
 BV0279'POST, PROJECTS 8 INCHES, AND IS STAMPED GREEN 1942.
 BV0279'
 BV0279'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV0279'BRONZE DISKS SET IN CONCRETE.
 BV0279'
 BV0279'REFERENCE MARK NO. 1 (1942) IS 109.10 FEET SSW OF STATION, 108 FEET
 BV0279'W OF THE W RAIL OF THE GULF, MOBILE, AND NORTHERN RAILROAD, 116 FEET
 BV0279'NE OF THE NE CORNER OF ONEALS GENERAL STORE, PROJECTS 10 INCHES,
 BV0279'AND IS STAMPED GREEN NO. 1 1942.
 BV0279'
 BV0279'REFERENCE MARK NO. 2 (1942) IS 110.49 FEET SW OF STATION, 71 FEET E
 BV0279'OF FENCE CORNER NE OF A HOUSE. MARK PROJECTS 10 INCHES AND IS
 BV0279'STAMPED GREEN NO. 2 1942.
 BV0279'
 BV0279'THE AZIMUTH MARK IS 0.25 MILE N OF THE STATION, IN NE CORNER OF
 BV0279'SCHOOL YARD, SET IN RAILROAD RIGHT-OF-WAY FENCE LINE, 41 FEET W OF W
 BV0279'RAIL OF GULF, MOBILE, AND NORTHERN RAILROAD, 64 FEET SSE OF THE SE
 BV0279'CORNER OF A LARGE WHITE HOUSE AND 3 FEET S OF A WHITE REFERENCE
 BV0279'POST.  MARK IS STAMPED GREEN 1942 AND PROJECTS ABOUT 8 INCHES.
 BV0279'
 BV0279'A TRAVERSE CONNECTION WAS MADE TO BM M-15 1934 (U.S.G.S.). IT IS
 BV0279'224.88 FEET SSE OF STATION, PROJECTS 4 INCHES, AND IS STAMPED M-15
 BV0279'1934.
 BV0279'
 BV0279'A TRAVERSE CONNECTION WAS MADE TO LEAF. IT IS 52.58 FEET W OF THE
 BV0279'STATION. MARK IS STAMPED LEAF 1921 AND IS FLUSH WITH THE GROUND.
 BV0279'
 BV0279'REFERENCE MARK NO. 1 FOR STATION LEAF IS 47.63 FEET SSE OF STATION.
 BV0279'IT IS STAMPED LEAF NO. 1 AND SET FLUSH WITH THE GROUND.
 BV0279'
 BV0279'REFERENCE MARK NO. 2 FOR STATION LEAF IS 46.13 FEET NNE OF STATION,
 BV0279'STAMPED LEAF NO. 2 AND SET FLUSH WITH THE GROUND.
 BV0279'
 BV0279'TO REACH STATION GREEN FROM THE JUNCTION OF A T-ROAD W IN THE VILLAGE
 BV0279'OF LEAF, MISSISSIPPI, GO W ACROSS RAILROAD TRACKS FOR 0.05 MILE,
 BV0279'TURN LEFT, N, ALONG TRACKS FOR 0.1 MILE TO STATION.
 BV0279'
 BV0279'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV0279
 BV0279                          STATION RECOVERY (1958)
 BV0279
 BV0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BV0279'IN LEAF.
 BV0279'LOCATED AT LEAF, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 100 PACES
 BV0279'NORTH OF THE PUBLIC ROAD CROSSING AND ON PROPERTY OWNED BY MR. ELMER
 BV0279'DUNMAN.  IT IS 70.6 FEET WEST OF THE WEST RAIL OF THE TRACK, 52.58
 BV0279'FEET WEST OF TRIANGULATION STATION LEAF 1921, 60 FEET NORTHWEST OF
 BV0279'MILEPOST 56 WHICH IS ALSO THE 2ND TELEGRAPH POLE NORTH OF THE
 BV0279'CROSSING, 23 FEET EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 BV0279'CONCRETE BLOCK FRONT OF A TIN BUILDING WHICH WAS THE OLD THEATER AND
 BV0279'47.63 FEET NORTH-NORTHEAST OF LEAF RM NO. 1. IT IS A STANDARD
 BV0279'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 BV0279'POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE TRACKS.
 BV0279
 BV0279                          STATION RECOVERY (1966)
 BV0279
 BV0279'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0279'THE STATION WAS VISITED 3-29-66 AND ALL MARKS WERE FOUND IN GOOD
 BV0279'CONDITION.
 BV0279'
 BV0279'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MCLAIN GO SOUTHEAST
 BV0279'ON HIGHWAY 98 FOR 0.7 MILES TO HIGHWAY 57 ON THE RIGHT, TURN RIGHT
 BV0279'AND GO 5.75 MILES TO THE CROSSROADS AT LEAF, TURN LEFT AND GO 0.1
 BV0279'MILES TO A SIDE ROAD LEFT (CONTINUE FOR 0.1 MILES TO THE RAILROAD
 BV0279'TRACK, TURN LEFT AND FOLLOW THE WEST EDGE ALONG THE RAILROAD FOR
 BV0279'APPROXIMATELY 0.1 MILES TO THE MARK ON THE LEFT). TO REACH THE
 BV0279'AZIMUTH FROM THIS POINT TURN LEFT AND GO 0.35 MILES TO A T
 BV0279'INTERSECTION, CONTINUE ACROSS THE ROAD INTO THE SCHOOL YARD
 BV0279'AND FOLLOW THE EDGE OF THE WOODS ON THE EAST SIDE OF THE
 BV0279'SCHOOL FOR APPROXIMATELY 250 FEET TO THE MARK ON THE RIGHT AS
 BV0279'DESCRIBED. THE STATION DISK IS STAMPED GREEN (1942).
 BV0279'
 BV0279'IT IS 70.5 FEET WEST OF THE WEST RAIL, 59 FEET NORTHWEST OF MILEPOST
 BV0279'56, 52.58 FEET WEST OF STATION LEAF, AND 1.5 FEET WEST OF A METAL
 BV0279'WITNESS POST.
 BV0279'
 BV0279'R.M. 1 IS 116 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 BV0279'42.5 FEET SOUTHEAST OF A TALL STRAIGHT PINE, 32.5 FEET SOUTHWEST OF
 BV0279'SOUTHEAST CORNER OF A FENCE AROUND THE DOG YARD, AND STAMPED GREEN
 BV0279'NO. 1 (1942).
 BV0279'
 BV0279'R.M. 2 IS 71 FEET EAST OF A FENCE CORNER NORTHEAST OF THE HOUSE, 53
 BV0279'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE DOG
 BV0279'YARD, AND STAMPED GREEN NO. 2 (1942).
 BV0279'
 BV0279'THE AZIMUTH MARK IS 41 FEET WEST OF WEST RAIL, 17.5 FEET SOUTHWEST
 BV0279'OF POLE NO. 1090, 1.5 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 BV0279'WEST OF A FENCE, AND STAMPED GREEN (1942).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2013 ***********************************************************************
 DJ2013  DESIGNATION -  GREEN
 DJ2013  PID         -  DJ2013
 DJ2013  STATE/COUNTY-  MS/HOLMES
 DJ2013  USGS QUAD   -  BOWLING GREEN (1982)
 DJ2013
 DJ2013                         *CURRENT SURVEY CONTROL
 DJ2013  ___________________________________________________________________
 DJ2013* NAD 83(1993)-  33 10 54.34977(N)    089 59 15.38707(W)     ADJUSTED  
 DJ2013* NAVD 88     -       133.12   (+/-2cm)     436.7    (feet)  VERTCON   
 DJ2013  ___________________________________________________________________
 DJ2013  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DJ2013  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DJ2013  HORZ ORDER  -  SECOND
 DJ2013  VERT ORDER  -  THIRD ? (See Below)
 DJ2013
 DJ2013.The horizontal coordinates were established by classical geodetic methods
 DJ2013.and adjusted by the National Geodetic Survey in May 1994.
 DJ2013
 DJ2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2013.The vertical order pertains to the NGVD 29 superseded value.
 DJ2013
 DJ2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2013
 DJ2013.The geoid height was determined by GEOID03.
 DJ2013
 DJ2013;                    North         East     Units Scale Factor Converg.
 DJ2013;SPC MS W     -   408,250.306   732,241.245   MT  0.99996281   +0 11 21.2
 DJ2013;SPC MS W     - 1,339,401.21  2,402,361.48   sFT  0.99996281   +0 11 21.2
 DJ2013;UTM  16      - 3,675,414.656   221,432.819   MT  1.00055688   -1 38 10.2
 DJ2013;UTM  15      - 3,675,480.966   780,879.009   MT  1.00057283   +1 38 59.1
 DJ2013
 DJ2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2013!SPC MS W     -   0.99998333  x   0.99996281  =   0.99994614
 DJ2013!UTM  16      -   0.99998333  x   1.00055688  =   1.00054020
 DJ2013!UTM  15      -   0.99998333  x   1.00057283  =   1.00055615
 DJ2013
 DJ2013|---------------------------------------------------------------------|
 DJ2013| PID    Reference Object                     Distance      Geod. Az  |
 DJ2013|                                                           dddmmss.s |
 DJ2013| CG1862 GREEN RM 1                           18.664 METERS 08630     |
 DJ2013| CG1861 GREEN AZ MK                                        2755642.0 |
 DJ2013| CG1863 GREEN RM 2                           23.316 METERS 30442     |
 DJ2013|---------------------------------------------------------------------|
 DJ2013
 DJ2013                          SUPERSEDED SURVEY CONTROL
 DJ2013
 DJ2013  NAD 83(1986)-  33 10 54.36147(N)    089 59 15.38366(W) AD(       ) 2
 DJ2013  NAD 27      -  33 10 53.90680(N)    089 59 15.07800(W) AD(       ) 2
 DJ2013  NGVD 29 (07/19/86)  133.16   (m)          436.9    (f) LEVELING    3  
 DJ2013
 DJ2013.Superseded values are not recommended for survey control.
 DJ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2013.See file dsdata.txt to determine how the superseded data were derived.
 DJ2013
 DJ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB2143375415(NAD 83)
 DJ2013_MARKER: DS = TRIANGULATION STATION DISK
 DJ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2013+STABILITY: SURFACE MOTION
 DJ2013
 DJ2013  HISTORY     - Date     Condition        Report By
 DJ2013  HISTORY     - 1959     MONUMENTED       CGS
 DJ2013  HISTORY     - 1964     GOOD             MSP+L
 DJ2013  HISTORY     - 1972     GOOD             MSHD
 DJ2013
 DJ2013                          STATION DESCRIPTION
 DJ2013
 DJ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DJ2013'STATION IS LOCATED ABOUT 4-3/4 MILES NORTH AND 3-3/4 MILES EAST OF
 DJ2013'LEXINGTON, 4 MILES WEST AND 1-1/2 MILES NORTH OF BOWLING GREEN,
 DJ2013'3-1/2 MILES EAST OF STATE HIGHWAY 17, IN THE NORTHEAST 1/4 OF
 DJ2013'SECTION 9, T 15 N, R 3 E, ON THE SUMMIT OF A FLAT TOPPED HILL
 DJ2013'WHICH APPEARS TO BE THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 DJ2013'AND ON PROPERTY OWNED AND OCCUPIED BY MRS. SALLY BOYD.
 DJ2013'
 DJ2013'TO REACH FROM THE COUNTY COURT HOUSE IN LEXINGTON, GO NORTH ON
 DJ2013'STATE HIGHWAY 17 FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 DJ2013'AND CONTINUE NORTHERLY ON HIGHWAY 17 FOR 2.1 MILES TO A SIDE
 DJ2013'ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVELED ROAD NORTHEASTERLY FOR
 DJ2013'0.85 MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD AND
 DJ2013'NORTHEASTERLY FOR 3.6 MILES TO THE TOP OF A SMALL RISE AND THE
 DJ2013'AZIMUTH MARK ON THE RIGHT ON A HIGH ROAD CUT BANK.  CONTINUE
 DJ2013'EAST ON GRAVELED ROAD FOR 0.15 MILE TO A DRIVEWAY RIGHT AT A
 DJ2013'TRANSFORMER POLE ON THE RIGHT.  TURN RIGHT FOR 0.05 MILE
 DJ2013'TO A FRAME HOUSE AND THE STATION AS DESCRIBED.
 DJ2013'
 DJ2013'STATION MARKS ARE STANDARD DISKS, STAMPED GREEN 1959.  UNDERGROUND
 DJ2013'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 DJ2013'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11 INCH
 DJ2013'SQUARE, CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 63
 DJ2013'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST ONE OF TWO 18 INCH CEDAR
 DJ2013'TREES, 57 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 DJ2013'AND 17 FEET WEST-SOUTHWEST OF A LONE 8 INCH LOCUST TREE.  A
 DJ2013'METAL, WITNESS SIGNPOST WAS SET 1.6 FEET NORTH OF THE MARK.
 DJ2013'
 DJ2013'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1959, SET
 DJ2013'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 3
 DJ2013'INCHES.  IT IS 67 FEET SOUTHEAST OF THE HOUSE CORNER, 46 FEET
 DJ2013'EAST OF THE LOCUST TREE AND 91 FEET EAST-SOUTHEAST OF THE CEDAR
 DJ2013'TREE.
 DJ2013'
 DJ2013'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1959, SET
 DJ2013'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 4
 DJ2013'INCHES.  IT IS 87 FEET WEST OF THE LOCUST TREE, 81 FEET
 DJ2013'WEST-SOUTHWEST OF THE HOUSE CORNER AND 57 FEET SOUTHWEST OF THE
 DJ2013'CEDAR TREE.
 DJ2013'
 DJ2013'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN 1959, SET IN THE
 DJ2013'TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.  IT
 DJ2013'IS ON THE SOUTHEAST END AND HIGHEST POINT OF A SHORT
 DJ2013'NORTHWEST-SOUTHEAST RIDGE, 94 PACES NORTH OF THE NORTH CORNER
 DJ2013'OF A LARGE FRAME HOUSE, 17 FEET WEST OF A POWERLINE POLE, 11
 DJ2013'FEET SOUTHEAST OF THE ROAD CUT EDGE AND ABOUT 15 FEET HIGHER
 DJ2013'THAN THE ROAD.  A METAL, WITNESS SIGNPOST WAS SET 2.2 FEET
 DJ2013'SOUTHWEST OF THE MARK.
 DJ2013'
 DJ2013'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DJ2013
 DJ2013                          STATION RECOVERY (1964)
 DJ2013
 DJ2013'RECOVERY NOTE BY MISSISSIPPI POWER AND LIGHT COMPANY 1964 (RB)
 DJ2013'GREEN 1959 GOOD
 DJ2013'
 DJ2013'GREEN NO. 1 1959 GOOD
 DJ2013'
 DJ2013'GREEN NO. 2 1959 GOOD
 DJ2013'
 DJ2013'AZIMUTH (NOT SEARCHED FOR)
 DJ2013
 DJ2013                          STATION RECOVERY (1972)
 DJ2013
 DJ2013'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DJ2013'THE STATION WAS VISITED 10-3-72 AND THE STATION MARK, RM NO 1, RM NO
 DJ2013'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STAMPING
 DJ2013'ON RM NO 1 WAS MARRED BEYOND RECOGNITION AND WAS RESTAMPED AT THIS
 DJ2013'DATE.
 DJ2013'
 DJ2013'THE STATION IS LOCATED 6 MILES NORTHEAST OF LEXINGTON, 4 MILES WEST
 DJ2013'OF BOWLING GREEN IN THE NORTHEAST 1/4 OF SECTION 9, T 15N, R 3E AND
 DJ2013'ON THE PROPERTY OF MR. BOYD.  IT IS 58.5 FEET SOUTH OF THE
 DJ2013'SOUTHWEST CORNER OF THE PORCH OF A GRAY SIDING HOUSE, 57 FEET
 DJ2013'SOUTHWEST OF THE SOUTH WALL OF THE HOUSE, 62 FEET SOUTHEAST OF THE
 DJ2013'SOUTHEAST ONE OF TWO CEDARS IN THE FRONT YARD OF THE HOUSE, 37
 DJ2013'FEET SOUTHEAST OF A 5 INCH CEDAR, AND 1.5 FEET SOUTHEAST OF A METAL
 DJ2013'WITNESS POST.  (NOTE-THE AZIMUTH IS NOT VISIBLE FROM THE
 DJ2013'STATION.
 DJ2013'
 DJ2013'IT IS A TRIANGULATION DISK, STAMPED GREEN 1959 FLUSH.
 DJ2013'
 DJ2013'REFERENCE MARK NO 1 IS 61.24 FEET EAST-NORTHEAST OF THE STATION.  IT
 DJ2013'IS 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME
 DJ2013'BUILDING, 27 FEET SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTH WALL
 DJ2013'OF THE HOUSE, AND 3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DJ2013'YARD FENCE.  IT IS A REFERENCE MARK DISK, STAMPED GREEN NO 1 1959
 DJ2013'PROJECTING 3 INCHES.
 DJ2013'
 DJ2013'REFERENCE MARK NO 2 IS 76.50 FEET NORTHWEST OF THE STATION.  IT IS
 DJ2013'31 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 56 FEET SOUTHWEST OF
 DJ2013'THE NORTHWEST ONE OF TWO CEDARS, 34.5 FEET WEST-NORTHWEST OF A
 DJ2013'FENCE CORNER, 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DJ2013'PORCH OF A GRAY SIDING HOUSE, AND 1 FOOT SOUTHWEST OF A METAL
 DJ2013'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED GREEN NO 2 1959
 DJ2013'PROJECTING 4 INCHES.
 DJ2013'
 DJ2013'THE AZIMUTH MARK IS 0.2 MILES WEST OF THE STATION.  IT IS 10 FEET
 DJ2013'SOUTH-SOUTHEAST OF THE EDGE OF A 15 FOOT BANK, 16.5 FEET
 DJ2013'WEST-NORTHWEST OF A POWER POLE, 17 FEET NORTH-NORTHWEST OF A POWER
 DJ2013'LINE AND 2 FEET EAST OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 DJ2013'MARK DISK, STAMPED GREEN 1955 PROJECTING 6 INCHES.
 DJ2013'
 DJ2013'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON GO NORTH ON
 DJ2013'STATE HIGHWAY 12 AND 17 FOR 0.3 MILES TO A FORK AND THE JUNCTION OF
 DJ2013'STATE HIGHWAY 17.  TAKE THE RIGHT FORK AND GO NORTH ON STATE
 DJ2013'HIGHWAY 17 FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DJ2013'NORTHEAST ON A GRAVELED ROAD FOR 0.9 MILES TO A SIDE ROAD LEFT.
 DJ2013'CONTINUE NORTHEAST ON A GRAVELED ROAD FOR 2.85 MILES TO THE
 DJ2013'TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE RIGHT ON A HIGH
 DJ2013'CUT BANK.  CONTINUE EAST ON A GRAVELED ROAD FOR 0.15 MILES TO A
 DJ2013'TRANSFORMER POLE AND A DRIVEWAY ON THE RIGHT, (0.1 MILES BEFORE
 DJ2013'REACHING A SIDE ROAD RIGHT).  TURN RIGHT AND GO SOUTHEAST ON
 DJ2013'THE DRIVEWAY FOR ABOUT 100 YARDS TO A GRAY SIDING HOUSE AND THE
 DJ2013'STATION AS DESCRIBED.
 DJ2013'
 DJ2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 DJ2013'OF LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2263 ***********************************************************************
 BH2263  DESIGNATION -  GREEN 1910
 BH2263  PID         -  BH2263
 BH2263  STATE/COUNTY-  MS/JACKSON
 BH2263  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2263
 BH2263                         *CURRENT SURVEY CONTROL
 BH2263  ___________________________________________________________________
 BH2263* NAD 83(1993)-  30 20 20.12441(N)    088 31 16.22722(W)     ADJUSTED  
 BH2263* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2263  ___________________________________________________________________
 BH2263  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2263  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH2263  HORZ ORDER  -  THIRD
 BH2263
 BH2263.The horizontal coordinates were established by classical geodetic methods
 BH2263.and adjusted by the National Geodetic Survey in May 1994.
 BH2263
 BH2263.The orthometric height was scaled from a topographic map.
 BH2263
 BH2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2263
 BH2263.The geoid height was determined by GEOID03.
 BH2263
 BH2263;                    North         East     Units Scale Factor Converg.
 BH2263;SPC MS E     -    93,032.234   330,014.771   MT  0.99996111   +0 09 27.6
 BH2263;SPC MS E     -   305,223.25  1,082,723.46   sFT  0.99996111   +0 09 27.6
 BH2263;UTM  16      - 3,357,322.382   353,778.894   MT  0.99986377   -0 46 06.6
 BH2263
 BH2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2263!SPC MS E     -   1.00000426  x   0.99996111  =   0.99996537
 BH2263!UTM  16      -   1.00000426  x   0.99986377  =   0.99986803
 BH2263
 BH2263                          SUPERSEDED SURVEY CONTROL
 BH2263
 BH2263  NAD 83(1993)-  30 20 20.13229(N)    088 31 16.22271(W) AD(       ) 3
 BH2263  NAD 83(1986)-  30 20 20.14943(N)    088 31 16.21882(W) AD(       ) 3
 BH2263  NAD 27      -  30 20 19.42400(N)    088 31 16.16600(W) AD(       ) 3
 BH2263
 BH2263.Superseded values are not recommended for survey control.
 BH2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2263.See file dsdata.txt to determine how the superseded data were derived.
 BH2263
 BH2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5377957322(NAD 83)
 BH2263_MARKER: DS = TRIANGULATION STATION DISK
 BH2263_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2263
 BH2263  HISTORY     - Date     Condition        Report By
 BH2263  HISTORY     - 1910     MONUMENTED       CGS
 BH2263  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2263
 BH2263                          STATION DESCRIPTION
 BH2263
 BH2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2263'ON GREENWOODS ISLAND, ON THE SAND RIDGE PARALLELING THE SHORELINE,
 BH2263'AND ABOUT 50 M. FROM BAYOU CHICO.  WHEN APPROACHING FROM BAYOU
 BH2263'CHICO, THE STATION IS AT THE POINT WHERE THE SHORELINE CHANGES FROM A
 BH2263'GENERAL S TREND TO AN E DIRECTION.
 BH2263'
 BH2263'THE STATION IS MARKED BY A STANDARD DISK, EMBEDDED IN A CORE OF
 BH2263'CONCRETE ABOUT 2 FT. IN DIAMETER.  THE UNDERGROUND MARK IS A
 BH2263'BOTTLE, EMBEDDED IN A CORE OF CONCRETE 2-1/2 FT. BELOW THE SURFACE.
 BH2263'
 BH2263'REFERENCE MARK IS A BOTTLE, EMBEDDED IN A CORE OF CONCRETE FLUSH WITH
 BH2263'THE SURFACE, AND 17.47 M. N 327 DEG. E (MAGNETIC) OF THE
 BH2263'STATION.  A LONE LIVE OAK TREE BLOWN OVER BY STORMS LIES DIRECTLY
 BH2263'OVER THE REFERENCE MARK.  A TRIANGLE WAS CUT ON THE TRUNK
 BH2263'JUST OVER THE MARK.
 BH2263
 BH2263                          STATION RECOVERY (1959)
 BH2263
 BH2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2263'NOT RECOVERED.  THE AREA WAS THOROUGHLY SEARCHED BUT THE MARKS WERE
 BH2263'NOT FOUND.  THE AREA HAS CHANGED CONSIDERABLY SINCE 1910 AND
 BH2263'THE DESCRIPTION NO LONGER IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0276 ***********************************************************************
 BV0276  DESIGNATION -  GREEN RM 1
 BV0276  PID         -  BV0276
 BV0276  STATE/COUNTY-  MS/GREENE
 BV0276  USGS QUAD   -  MC LAIN (1982)
 BV0276
 BV0276                         *CURRENT SURVEY CONTROL
 BV0276  ___________________________________________________________________
 BV0276* NAD 83(1986)-  31 01 35.     (N)    088 47 45.     (W)     SCALED    
 BV0276* NAVD 88     -        29.60   (+/-2cm)      97.1    (feet)  VERTCON   
 BV0276  ___________________________________________________________________
 BV0276  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BV0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0276
 BV0276.The horizontal coordinates were scaled from a topographic map and have
 BV0276.an estimated accuracy of +/- 6 seconds.
 BV0276
 BV0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0276.The vertical order pertains to the NGVD 29 superseded value.
 BV0276
 BV0276.The geoid height was determined by GEOID03.
 BV0276
 BV0276;                    North         East    Units  Estimated Accuracy
 BV0276;SPC MS E     -   169,200.      303,580.      MT  (+/- 180 meters Scaled)
 BV0276
 BV0276                          SUPERSEDED SURVEY CONTROL
 BV0276
 BV0276  NGVD 29 (??/??/92)   29.60   (m)           97.1    (f) COMPUTED    2 0
 BV0276
 BV0276.Superseded values are not recommended for survey control.
 BV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0276.See file dsdata.txt to determine how the superseded data were derived.
 BV0276
 BV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV285339(NAD 83)
 BV0276_MARKER: DR = REFERENCE MARK DISK
 BV0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0276_STAMPING: GREEN NO 1 1942
 BV0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0276+STABILITY: SURFACE MOTION
 BV0276
 BV0276  HISTORY     - Date     Condition        Report By
 BV0276  HISTORY     - 1942     MONUMENTED       CGS
 BV0276  HISTORY     - 1958     GOOD             NGS
 BV0276
 BV0276                          STATION DESCRIPTION
 BV0276
 BV0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0276'IN LEAF.
 BV0276'LOCATED AT LEAF, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 109 FEET
 BV0276'WEST OF THE WEST RAIL, 100 FEET SOUTHWEST OF MILEPOST 56, 73 FEET
 BV0276'NORTHEAST OF THE CENTER OF A ROAD, 53.7 FEET NORTH OF THE NORTHWEST
 BV0276'CORNER OF THE CONCRETE BLOCK FRONT ON THE TINBUILDING, 1.5 FEET WEST
 BV0276'OF THE PROJECTED PLANE OF THE WEST WALL OF THE ABOVE NAMED BUILDING,
 BV0276'AND 109.1 FEET SOUTH-SOUTHEAST OF THE TRIANGULATION STATION GREEN
 BV0276'1942.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 BV0276'12-INCH SQUARE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE TRACK
 BV0276'AND ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0277 ***********************************************************************
 BV0277  DESIGNATION -  GREEN RM 2
 BV0277  PID         -  BV0277
 BV0277  STATE/COUNTY-  MS/GREENE
 BV0277  USGS QUAD   -  MC LAIN (1982)
 BV0277
 BV0277                         *CURRENT SURVEY CONTROL
 BV0277  ___________________________________________________________________
 BV0277* NAD 83(1986)-  31 01 35.     (N)    088 47 45.     (W)     SCALED    
 BV0277* NAVD 88     -        29.65   (+/-2cm)      97.3    (feet)  VERTCON   
 BV0277  ___________________________________________________________________
 BV0277  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BV0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0277
 BV0277.The horizontal coordinates were scaled from a topographic map and have
 BV0277.an estimated accuracy of +/- 6 seconds.
 BV0277
 BV0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0277.The vertical order pertains to the NGVD 29 superseded value.
 BV0277
 BV0277.The geoid height was determined by GEOID03.
 BV0277
 BV0277;                    North         East    Units  Estimated Accuracy
 BV0277;SPC MS E     -   169,200.      303,580.      MT  (+/- 180 meters Scaled)
 BV0277
 BV0277                          SUPERSEDED SURVEY CONTROL
 BV0277
 BV0277  NGVD 29 (??/??/92)   29.65   (m)           97.3    (f) COMPUTED    2 0
 BV0277
 BV0277.Superseded values are not recommended for survey control.
 BV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0277.See file dsdata.txt to determine how the superseded data were derived.
 BV0277
 BV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV285339(NAD 83)
 BV0277_MARKER: DR = REFERENCE MARK DISK
 BV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0277_STAMPING: GREENE NO 2 1942
 BV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0277+STABILITY: SURFACE MOTION
 BV0277
 BV0277  HISTORY     - Date     Condition        Report By
 BV0277  HISTORY     - 1942     MONUMENTED       CGS
 BV0277  HISTORY     - 1958     GOOD             NGS
 BV0277
 BV0277                          STATION DESCRIPTION
 BV0277
 BV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0277'IN LEAF.
 BV0277'LOCATED AT LEAF, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 181 FEET
 BV0277'WEST OF THE WEST RAIL OF THE TRACK, 110.49 FEET WEST OF TRIANGULATION
 BV0277'STATION GREEN 1942, 48 FEET EAST OF THE CENTER OF A ROAD, 96 FEET
 BV0277'NORTHEAST OF THE NORTHEAST CORNER OF THE ELMER DUNMAN HOUSE, 33 FEET
 BV0277'NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE DUNMAN HOUSE,
 BV0277'AND 38 FEET NORTH OF A 2-FOOT PINE TREE. IT IS A STANDARD REFERENCE
 BV0277'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 BV0277'6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1978 ***********************************************************************
 DJ1978  DESIGNATION -  GREENE
 DJ1978  PID         -  DJ1978
 DJ1978  STATE/COUNTY-  MS/MONTGOMERY
 DJ1978  USGS QUAD   -  KILMICHAEL (1966)
 DJ1978
 DJ1978                         *CURRENT SURVEY CONTROL
 DJ1978  ___________________________________________________________________
 DJ1978* NAD 83(1993)-  33 26 13.60784(N)    089 36 57.44005(W)     ADJUSTED  
 DJ1978* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 DJ1978  ___________________________________________________________________
 DJ1978  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DJ1978  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DJ1978  HORZ ORDER  -  FIRST
 DJ1978
 DJ1978.The horizontal coordinates were established by classical geodetic methods
 DJ1978.and adjusted by the National Geodetic Survey in May 1994.
 DJ1978
 DJ1978.The orthometric height was scaled from a topographic map.
 DJ1978
 DJ1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1978
 DJ1978.The geoid height was determined by GEOID03.
 DJ1978
 DJ1978;                    North         East     Units Scale Factor Converg.
 DJ1978;SPC MS W     -   436,746.570   766,706.082   MT  1.00000484   +0 23 43.1
 DJ1978;SPC MS W     - 1,432,892.71  2,515,434.87   sFT  1.00000484   +0 23 43.1
 DJ1978;SPC MS E     -   436,790.332   227,226.953   MT  1.00001527   -0 25 52.5
 DJ1978;SPC MS E     - 1,433,036.28    745,493.76   sFT  1.00001527   -0 25 52.5
 DJ1978;UTM  16      - 3,702,807.477   256,806.991   MT  1.00032922   -1 26 31.8
 DJ1978
 DJ1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1978!SPC MS W     -   0.99998164  x   1.00000484  =   0.99998648
 DJ1978!SPC MS E     -   0.99998164  x   1.00001527  =   0.99999691
 DJ1978!UTM  16      -   0.99998164  x   1.00032922  =   1.00031086
 DJ1978
 DJ1978|---------------------------------------------------------------------|
 DJ1978| PID    Reference Object                     Distance      Geod. Az  |
 DJ1978|                                                           dddmmss.s |
 DJ1978| CG1867 GREENE RM 3                          30.029 METERS 00336     |
 DJ1978| CG1865 GREENE RM 1                          43.739 METERS 01903     |
 DJ1978| CG1866 GREENE RM 2                          46.452 METERS 12158     |
 DJ1978| DJ1981 VAIDEN MUNICIPAL TANK               APPROX.16.8 KM 2252310.0 |
 DJ1978| CG1864 GREENE AZ MK                                       2625434.9 |
 DJ1978| DJ1983 SCRUGGS RESET                       APPROX.13.6 KM 2962648.3 |
 DJ1978|---------------------------------------------------------------------|
 DJ1978
 DJ1978                          SUPERSEDED SURVEY CONTROL
 DJ1978
 DJ1978  NAD 83(1986)-  33 26 13.61966(N)    089 36 57.43694(W) AD(       ) 1
 DJ1978  NAD 27      -  33 26 13.17200(N)    089 36 57.16000(W) AD(       ) 1
 DJ1978
 DJ1978.Superseded values are not recommended for survey control.
 DJ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1978.See file dsdata.txt to determine how the superseded data were derived.
 DJ1978
 DJ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5680702807(NAD 83)
 DJ1978_MARKER: DS = TRIANGULATION STATION DISK
 DJ1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1978+STABILITY: SURFACE MOTION
 DJ1978
 DJ1978  HISTORY     - Date     Condition        Report By
 DJ1978  HISTORY     - 1934     MONUMENTED       CGS
 DJ1978  HISTORY     - 1939     GOOD             CGS
 DJ1978  HISTORY     - 1968     GOOD             MSHD
 DJ1978  HISTORY     - 1980     GOOD             MSSU
 DJ1978  HISTORY     - 19811001 GOOD             MSSU
 DJ1978
 DJ1978                          STATION DESCRIPTION
 DJ1978
 DJ1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ1978'ON THE HIGHEST PART OF A RIDGE, ON THE PROPERTY OF RANSOME GREENE,
 DJ1978'IN THE NORTHEAST QUARTER OF SEC. 12, T. 18 N., R. 6 E., ABOUT 7
 DJ1978'MILES EAST-SOUTHEAST OF WINONA, AND 3 MILES A LITTLE SOUTHWEST OF
 DJ1978'KILMICHAEL.  THE STATION IS LOCATED AT THE WESTERN EDGE OF
 DJ1978'CULTIVATED FIELD, ABOUT 225 FEET NORTH OF MAIN ROAD, 165 FEET
 DJ1978'SOUTH-SOUTHWEST OF RIDGE ROAD, AND 20 FEET SOUTHEAST OF 4-INCH
 DJ1978'OAK WITH TRIANGULAR BLAZE.
 DJ1978'
 DJ1978'TO REACH FROM THE POST OFFICE IN WINONA, AT THE JUNCTION OF U.S.
 DJ1978'HIGHWAY 51 AND 82, GO SOUTH ON U.S. HIGHWAY 51 FOR 0.2 MILE AND
 DJ1978'TURN LEFT ON T-STREET, PROCEED 0.15 MILE TO RAILROAD TRACKS, CROSS
 DJ1978'TRACKS AND FOLLOW MAIN ROAD RIGHT FOR 2.2 MILES, TAKE LEFT FORK
 DJ1978'AND GO 0.15 MILE TO FORK, TAKE LEFT FORK AGAIN AND FOLLOW MAIN
 DJ1978'ROAD 3.45 MILES TO FORK, TAKE LEFT FORK AND CONTINUE ON MAIN ROAD
 DJ1978'2.35 MILES TO T-ROAD LEFT, TURN LEFT AND PROCEED 0.05 MILE TO A
 DJ1978'TRIANGULAR BLAZED TREE ON LEFT.  THE STATION IS LOCATED ON
 DJ1978'THE HIGH GROUND ABOUT 70 YARDS TO THE SOUTH.
 DJ1978'
 DJ1978'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1978'BRONZE DISKS SET IN CONCRETE.
 DJ1978'
 DJ1978'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, 20 FEET
 DJ1978'SOUTHWEST OF THE CENTER LINE OF RIDGE ROAD.  REFERENCE MARK NO. 2
 DJ1978'IS SOUTHEAST OF STATION IN FIELD, ABOUT 75 FEET NORTH OF MAIN ROAD.
 DJ1978'
 DJ1978'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE WEST-SOUTHWEST OF STATION IN
 DJ1978'EDGE OF CLEARED FIELD, 40 FEET SOUTH OF THE CENTER LINE OF MAIN
 DJ1978'ROAD, AND 12 FEET SOUTHEAST OF THE CENTER LINE OF WOODS ROAD.
 DJ1978'
 DJ1978'STATION PALMTREE CAN BE SEEN FROM GROUND.
 DJ1978'
 DJ1978'50-FOOT TOWER IS NECESSARY TO CLEAR OTHER LINES.
 DJ1978'
 DJ1978'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 DJ1978
 DJ1978                          STATION RECOVERY (1939)
 DJ1978
 DJ1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1978'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN EXCELLENT CONDITION.
 DJ1978'
 DJ1978'THE LINE TO THE AZIMUTH MARK IS OBSTRUCTED BY SECOND GROWTH TREES.
 DJ1978
 DJ1978                          STATION RECOVERY (1968)
 DJ1978
 DJ1978'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (RLW)
 DJ1978'THE STATION WAS VISITED 11-14-68 AND THE STATION RM NO 2 AND THE
 DJ1978'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM NO 1 WAS FOUND ON
 DJ1978'ITS SIDE IN THE ROAD DITCH.  THE POST WAS SET IN A NEW HOLE AND
 DJ1978'RESTAMPED GREENE NO 3 1934 1968.  THE AZIMUTH IS OBSTRUCTED BY
 DJ1978'HEAVY UNDER GROWTH.
 DJ1978'
 DJ1978'THE STATION IS LOCATED 2.7 MILES WEST SOUTHWEST OF THE APPROXIMATE
 DJ1978'CENTER OF KILMICHAEL, 7.5 MILES SOUTHEAST OF WINONA IN THE SOUTHEAST
 DJ1978'1/4 OF SECTION, 12, T 18N, R 6E AND ON LAND OWNED BY MR. HALFACRE.
 DJ1978'IT IS 145 FEET SOUHTWEST OF THE CENTER OF A GRAVELED ROAD, 242 FEET
 DJ1978'NORTHWEST OF THE CENTER OF ANOTHER GRAVELED ROAD, 30.5 FEET EAST
 DJ1978'OF THE CENTER OF AN OLD WOODS ROAD, 19.5 FEET EAST SOUTHEAST OF A
 DJ1978'16 INCH OAK, 41 FEET NORTHEAST OF A 12 INCH OAK AND 1 FOOT WEST OF A
 DJ1978'METAL WITNESS POST.
 DJ1978'
 DJ1978'IT IS A STANDARD TRIANGULATION DISK STAMPED GREENE 1934 PROJECTING
 DJ1978'6 INCHES.
 DJ1978'
 DJ1978'REFERENCE MARK NO. 2 IS 152.40 FEET EAST SOUTHEAST OF THE STATION.
 DJ1978'IT IS 102 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 56 FEET
 DJ1978'SOUTHEAST OF A 20 INCH PINE AND 1 FOOT NORTHWEST OF A METAL WITNESS
 DJ1978'POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED GREENE NO 2
 DJ1978'1934 PROJECTING 6 INCHES.
 DJ1978'
 DJ1978'REFERENCE MARK NO. 3 IS 98.52 FEET NORTH OF THE STATION.  IT IS 70
 DJ1978'FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT SOUTH
 DJ1978'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK,
 DJ1978'STAMPED GREENE NO 3 1934 1968 PROJECTING 3 INCHES.
 DJ1978'
 DJ1978'THE AZIMUTH MARK IS 0.2 MILE WEST SOUTHWEST OF THE STATION.  IT IS
 DJ1978'41 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 16 FEET EAST
 DJ1978'SOUTHEAST OF THE CENTER OF AN OLD ROAD AND 1 FOOT EAST OF A METAL
 DJ1978'WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK STAMPED GREENE
 DJ1978'1934 PROJECTING 8 INCHES.
 DJ1978'
 DJ1978'TO REACH FROM THE U.S. POST OFFICE IN KILMICHAEL GO SOUTHEAST ON
 DJ1978'U.S. HIGHWAY 82 FOR 0.4 MILE TO THE JUNCTION OF MISSISSIPPI HIGHWAY
 DJ1978'413.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY
 DJ1978'413 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (WEST) AND
 DJ1978'CONTINUE ON AN ALL WEATHER ROAD FOR 0.65 MILE TO A CROSSROADS.
 DJ1978'CONTINUE WEST ON AN ALL WEATHER ROAD FOR 0.55 MILE TO ANOTHER
 DJ1978'CROSSROADS.  CONTINUE WEST ON AN ALL WEATHER ROAD FOR 0.8 MILE
 DJ1978'TO A ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE NORTHWEST
 DJ1978'ON AN ALL WEATHER ROAD FOR 1.1 MILES TO ANOTHER ROAD FORK.
 DJ1978'*TAKE THE RIGHT FORK AND CONTINUE NORTH ON AN ALL WEATHER ROAD
 DJ1978'FOR 0.05 MILE TO THE STATION ON THE LEFT ON THE TOP OF A HILL.*
 DJ1978'TO REACH THE AZIMUTH FROM THIS POINT TAKE THE LEFT FORK
 DJ1978'AND CONTINUE WEST AN ALL WEATHER ROAD FOR 0.25 MILE TO
 DJ1978'THE MARK ON THE LEFT.
 DJ1978
 DJ1978                          STATION RECOVERY (1980)
 DJ1978
 DJ1978'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1978'STATION, REFERENCE MARKS 2, 3, AND AZIMUTH MARK RECOVERED IN
 DJ1978'GOOD CONDITION.
 DJ1978
 DJ1978                          STATION RECOVERY (1981)
 DJ1978
 DJ1978'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2228 ***********************************************************************
 BH2228  DESIGNATION -  GREENE
 BH2228  PID         -  BH2228
 BH2228  STATE/COUNTY-  MS/JACKSON
 BH2228  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH2228
 BH2228                         *CURRENT SURVEY CONTROL
 BH2228  ___________________________________________________________________
 BH2228* NAD 83(1993)-  30 24 14.14972(N)    088 32 12.14312(W)     ADJUSTED  
 BH2228* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2228  ___________________________________________________________________
 BH2228  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2228  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BH2228  HORZ ORDER  -  SECOND
 BH2228
 BH2228.The horizontal coordinates were established by classical geodetic methods
 BH2228.and adjusted by the National Geodetic Survey in May 1994.
 BH2228
 BH2228.The orthometric height was scaled from a topographic map.
 BH2228
 BH2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2228
 BH2228.The geoid height was determined by GEOID03.
 BH2228
 BH2228;                    North         East     Units Scale Factor Converg.
 BH2228;SPC MS E     -   100,234.510   328,502.447   MT  0.99996002   +0 09 00.4
 BH2228;SPC MS E     -   328,852.72  1,077,761.78   sFT  0.99996002   +0 09 00.4
 BH2228;SPC AL W     -    45,231.209   500,383.599   MT  1.00005571   -0 31 29.0
 BH2228;UTM  16      - 3,364,547.503   352,383.431   MT  0.99986883   -0 46 40.3
 BH2228
 BH2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2228!SPC MS E     -   1.00000381  x   0.99996002  =   0.99996383
 BH2228!SPC AL W     -   1.00000381  x   1.00005571  =   1.00005952
 BH2228!UTM  16      -   1.00000381  x   0.99986883  =   0.99987264
 BH2228
 BH2228|---------------------------------------------------------------------|
 BH2228| PID    Reference Object                     Distance      Geod. Az  |
 BH2228|                                                           dddmmss.s |
 BH2228| DD8858 GREENE RM 2                           5.400 METERS 08633     |
 BH2228| BH2218 COLTON                              499.986 METERS 1823403.3 |
 BH2228| DD8857 GREENE RM 1                          21.170 METERS 24026     |
 BH2228| BH2217 EDWARDS                             307.937 METERS 34955     |
 BH2228|---------------------------------------------------------------------|
 BH2228
 BH2228                          SUPERSEDED SURVEY CONTROL
 BH2228
 BH2228  NAD 83(1993)-  30 24 14.15848(N)    088 32 12.13847(W) AD(       ) 2
 BH2228  NAD 83(1986)-  30 24 14.17486(N)    088 32 12.13504(W) AD(       ) 2
 BH2228  NAD 27      -  30 24 13.45300(N)    088 32 12.07600(W) AD(       ) 2
 BH2228
 BH2228.Superseded values are not recommended for survey control.
 BH2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2228.See file dsdata.txt to determine how the superseded data were derived.
 BH2228
 BH2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5238364548(NAD 83)
 BH2228_MARKER: DS = TRIANGULATION STATION DISK
 BH2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2228
 BH2228  HISTORY     - Date     Condition        Report By
 BH2228  HISTORY     - 1921     MONUMENTED       CGS
 BH2228  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2228  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH2228
 BH2228                          STATION DESCRIPTION
 BH2228
 BH2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2228'STATION IS 3/4 MILE S OF A AND M DEPOT AT MOSS POINT ON E (RIGHT)
 BH2228'SIDE OF TRACK.  ON EXTENSION OF BACK AND FORWARD TANGENCY W
 BH2228'(LEFT) RAIL.  JUST ACROSS ROAD FROM JOHN GREENES STORE 2.56 METERS
 BH2228'OR 8.40 FEET E OF E AND NEAREST RAIL.
 BH2228'
 BH2228'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2228'SET IN CONCRETE.
 BH2228'
 BH2228'REFERENCE MARK NO. 1 ON OPPOSITE SIDE OF TRACK.
 BH2228'
 BH2228'REFERENCE MARK NO. 2 ON SAME SIDE OF TRACK NEAR FENCE LINE.
 BH2228
 BH2228                          STATION RECOVERY (1959)
 BH2228
 BH2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2228'NOT RECOVERED.  THE AREA WAS THOROUGHLY SEARCHED BUT THE MARKS WERE
 BH2228'NOT FOUND.  THE GROCERY STORE NO LONGER EXISTS AND THE AREA APPEARS
 BH2228'TO HAVE BEEN FILLED IN.  MARKS MIGHT BE RECOVERED BY TRAVERSE
 BH2228'METHODS.
 BH2228
 BH2228                          STATION RECOVERY (1968)
 BH2228
 BH2228'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2228'THE STATION WAS VISITED 7-24-68 AND THE STATION MARK, REFERENCE MARK,
 BH2228'NO. 1, NO. 2, WERE NOT FOUND.
 BH2228'
 BH2228'THE STATION IS 3/4 MILE SOUTH OF THE A AND M DEPOT AT MOSS POINT ON
 BH2228'THE EAST (RIGHT) SIDE OF THE TRACK, ON THE EXTENSION OF THE BACK AND
 BH2228'FORWARD TANGENCY OF THE WEST (LEFT) RAIL, JUST ACROSS THE ROAD FROM
 BH2228'JOHN GREENES STORE, 2.56 METERS OR 8.40 FEET EAST OF THE EAST AND
 BH2228'NEAREST RAIL.
 BH2228'
 BH2228'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2228'SET IN CONCRETE.
 BH2228'
 BH2228'REFERENCE MARK NO. 1 IS ON THE OPPOSITE SIDE OF THE TRACK.
 BH2228'
 BH2228'REFERENCE MARK NO. 2 IS ON THE SAME SIDE OF THE TRACK NEAR THE FENCE
 BH2228'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2038 ***********************************************************************
 DK2038  DESIGNATION -  GREENVILLE AFB
 DK2038  PID         -  DK2038
 DK2038  STATE/COUNTY-  MS/WASHINGTON
 DK2038  USGS QUAD   -  GREENVILLE (1970)
 DK2038
 DK2038                         *CURRENT SURVEY CONTROL
 DK2038  ___________________________________________________________________
 DK2038* NAD 83(1993)-  33 28 42.87269(N)    091 00 08.89621(W)     ADJUSTED  
 DK2038* NAVD 88     -        40.03   (+/-2cm)     131.3    (feet)  VERTCON   
 DK2038  ___________________________________________________________________
 DK2038  X           -     -93,170.556 (meters)                     COMP
 DK2038  Y           -  -5,324,576.950 (meters)                     COMP
 DK2038  Z           -   3,498,360.016 (meters)                     COMP
 DK2038  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DK2038  ELLIP HEIGHT-          13.559 (meters)          (05/13/94) ADJUSTED
 DK2038  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK2038  HORZ ORDER  -  FIRST
 DK2038  VERT ORDER  -  THIRD ? (See Below)
 DK2038  ELLP ORDER  -  FOURTH    CLASS I
 DK2038
 DK2038.The horizontal coordinates were established by classical geodetic methods
 DK2038.and adjusted by the National Geodetic Survey in May 1994.
 DK2038
 DK2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK2038.The vertical order pertains to the NGVD 29 superseded value.
 DK2038
 DK2038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2038
 DK2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2038
 DK2038.The ellipsoidal height was determined by GPS observations
 DK2038.and is referenced to NAD 83.
 DK2038
 DK2038.The geoid height was determined by GEOID03.
 DK2038
 DK2038;                    North         East     Units Scale Factor Converg.
 DK2038;SPC MS W     -   441,315.266   637,809.249   MT  0.99999767   -0 22 08.9
 DK2038;SPC MS W     - 1,447,881.84  2,092,545.84   sFT  0.99999767   -0 22 08.9
 DK2038;UTM  15      - 3,706,129.080   685,601.742   MT  1.00002471   +1 06 07.9
 DK2038
 DK2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2038!SPC MS W     -   0.99999787  x   0.99999767  =   0.99999554
 DK2038!UTM  15      -   0.99999787  x   1.00002471  =   1.00002258
 DK2038
 DK2038:                Primary Azimuth Mark                     Grid Az
 DK2038:SPC MS W     -  TEXAS GAS TRANSM CO MICROWAVE            012 00 40.0
 DK2038:UTM  15      -  TEXAS GAS TRANSM CO MICROWAVE            010 32 23.2
 DK2038
 DK2038|---------------------------------------------------------------------|
 DK2038| PID    Reference Object                     Distance      Geod. Az  |
 DK2038|                                                           dddmmss.s |
 DK2038| DK1968 TEXAS GAS TRANSM CO MICROWAVE       APPROX.12.5 KM 0113831.1 |
 DK2038| CY6155 GREENVILLE AFB AZ MK 2                             0653241.3 |
 DK2038| DK1897 GREENVILLE AFB WATER TANK BEACON    APPROX. 1.2 KM 0761140.0 |
 DK2038| DK1896 GREENVILLE AFB CONTROL TOWER        APPROX. 1.2 KM 0764735.3 |
 DK2038| DK1895 LELAND VIDEO CORP MAST              APPROX.12.5 KM 1374808.2 |
 DK2038| DK2032 GREENVILLE RAD WJPR CEN MAST        APPROX. 7.7 KM 1904618.0 |
 DK2038| DK2043 GREENVILLE RAD KKA 650 MAST         APPROX.14.5 KM 2010219.7 |
 DK2038| DK2028 GREENVILLE RADIO STA AEMP TWR       APPROX.10.6 KM 2171949.1 |
 DK2038| CY6154 GREENVILLE AFB AZ MK                               2583841.2 |
 DK2038| CY6157 GREENVILLE AFB RM 2                  54.568 METERS 26226     |
 DK2038| CY6156 GREENVILLE AFB RM 1                  42.215 METERS 32525     |
 DK2038| DK2041 GREENVILLE MISS                     209.070 METERS 34322     |
 DK2038|---------------------------------------------------------------------|
 DK2038
 DK2038                          SUPERSEDED SURVEY CONTROL
 DK2038
 DK2038  ELLIP H (01/21/93)   13.271  (m)                       GP(       ) 4 2
 DK2038  NAD 83(1986)-  33 28 42.88362(N)    091 00 08.89164(W) AD(       ) 1
 DK2038  NAD 27      -  33 28 42.46960(N)    091 00 08.51410(W) AD(       ) 1
 DK2038  NGVD 29 (07/19/86)   40.12   (m)          131.6    (f) LEVELING    3  
 DK2038
 DK2038.Superseded values are not recommended for survey control.
 DK2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2038.See file dsdata.txt to determine how the superseded data were derived.
 DK2038
 DK2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8560206129(NAD 83)
 DK2038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DK2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2038+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DK2038
 DK2038  HISTORY     - Date     Condition        Report By
 DK2038  HISTORY     - 1957     MONUMENTED       CGS
 DK2038  HISTORY     - 1964     GOOD             CGS
 DK2038  HISTORY     - 1965     GOOD             CGS
 DK2038  HISTORY     - 1967     GOOD             CGS
 DK2038  HISTORY     - 1967     GOOD             MSHD
 DK2038  HISTORY     - 1970     GOOD             MSSU
 DK2038  HISTORY     - 1971     GOOD             DMA
 DK2038  HISTORY     - 1976     GOOD             NGS
 DK2038  HISTORY     - 1980     GOOD             MSSU
 DK2038  HISTORY     - 1988     GOOD             NGS
 DK2038
 DK2038                          STATION DESCRIPTION
 DK2038
 DK2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK2038'THE STATION IS LOCATED ON THE WEST EDGE OF THE GROUNDS OF
 DK2038'THE GREENVILLE AIR FORCE BASE ABOUT 7 MILES NORTHEAST OF
 DK2038'GREENVILLE.  IT IS 148 FEET NORTHEAST OF THE NORTHEAST CORNER
 DK2038'OF GATE 2 GUARDHOUSE, 102 FEET SOUTHWEST OF THE SOUTHWEST
 DK2038'CORNER OF A FRAME BUILDING, 79 FEET NORTH OF THE CENTERLINE OF
 DK2038'A PAVED STREET AND 52 FEET NORTH OF A TELEPHONE POLE.  THE
 DK2038'MARK IS FLUSH AND THE DISK IS STAMPED GREENVILLE AFB 1957.
 DK2038'
 DK2038'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A
 DK2038'FENCE AROUND A GAS SUB-STATION AND 47 FEET WEST OF THE CENTERLINE
 DK2038'OF A GRAVELED DRIVEWAY.  THE MARK PROJECTS 2 INCHES AND THE
 DK2038'DISK IS STAMPED GREENVILLE AFB NO 1 1957.
 DK2038'
 DK2038'REFERENCE MARK 2 IS 62 FEET NORTHWEST OF THE NORTHWEST CORNER
 DK2038'OF THE GATE 2 GUARDHOUSE, 12 FEET NORTHWEST OF A FENCE CORNER
 DK2038'AND 1 FOOT SOUTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH
 DK2038'AND THE DISK IS STAMPED GREENVILLE AFB NO 2 1957.
 DK2038'
 DK2038'THE AZIMUTH MARK IS 60 FEET NORTHWEST OF THE CENTERLINE OF
 DK2038'A PAVED ROAD, 3 FEET FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT
 DK2038'NORTH OF A POWER LINE POLE AND 1 FOOT SOUTH OF A FENCE.  THE
 DK2038'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREENVILLE
 DK2038'AFB 1957.
 DK2038'
 DK2038'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED
 DK2038'ROAD THROUGH GATE 2 FOR 0.25 MILE TO A REVERSE Y-FORK.  TURN
 DK2038'LEFT FOR ABOUT 150 FEET TO THE MARK ON THE RIGHT AS DESCRIBED.
 DK2038'
 DK2038'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK2038
 DK2038                          STATION RECOVERY (1964)
 DK2038
 DK2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RJS)
 DK2038'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 DK2038'IN GOOD CONDITION.
 DK2038'
 DK2038'THE STATION MARK WAS MODIFIED WITH CONCRETE TO A DEPTH OF
 DK2038'APPROXIMATELY ONE FOOT, FORMING A TWO FOOT SQUARE MONUMENT
 DK2038'FLUSH WITH THE GROUND.  FOUR ANCHOR BOLTS ARE EMBEDDED IN THE
 DK2038'MONUMENT SEVEN INCHES FROM THE DISK FOR THE PURPOSE OF SECURING
 DK2038'THE BC-4 CAMERA PEDESTAL.
 DK2038'
 DK2038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 DK2038'IS APPROXIMATELY 7 MILES NORTHEAST OF GREENVILLE, MISSISSIPPI.
 DK2038
 DK2038                          STATION RECOVERY (1965)
 DK2038
 DK2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 DK2038'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 DK2038'CONDITION.
 DK2038'
 DK2038'A NEW AZIMUTH MARK NO 2 WAS ESTABLISHED.  MARK IS A STANDARD
 DK2038'AZIMUTH MARK DISK, STAMPED GREENVILLE NO 2 1965, SET IN THE TOP
 DK2038'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 DK2038'THE GROUND.  IT IS 77 FEET NORTHWEST OF THE AIR BASE FLAG POLE
 DK2038'BASE, 50 FEET NORTH OF THE NORTH LANE OF CENTRAL AVENUE, 45 FEET
 DK2038'WEST OF THE CENTER OF SECOND STREET AND 1.9 FEET SOUTHWEST OF
 DK2038'A METAL WITNESS POST.
 DK2038'
 DK2038'AZIMUTH MARK NO 2 IS REACHED FROM THE STATION.  GO EAST ON E
 DK2038'STREET OR 0.45 MILE.  TURN LEFT AND GO NORTH ON SECOND STREET
 DK2038'FOR 0.2 MILE TO THE INTERSECTION OF SECOND STREET AND CENTRAL
 DK2038'AVENUE.  THE AIR BASE FLAG POLE IS IN THE CENTER OF THE
 DK2038'INTERSECTION AND THE MARK IS IN THE NORTHWEST ANGLE OF THE
 DK2038'INTERSECTION, AS DESCRIBED.
 DK2038'
 DK2038'A GEODIMETER TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK
 DK2038'TO A U.S. AIRFORCE SATELLITE STATION MARK WHICH WAS ESTABLISHED
 DK2038'NORTH-NORTHWEST OF THE STATION.  THE AIRFORCE MARK IS A 3-INCH
 DK2038'ROUND BRASS DISK, STAMPED GREENVILLE MISS. 1965, SET IN THE TOP
 DK2038'OF A 6 FOOT BY 4 FOOT TRIANGULAR SHAPED CONCRETE SLAB.  MARK IS
 DK2038'FLUSH WITH THE SURFACE OF THE GROUND, 238 FEET SOUTHWEST OF THE
 DK2038'CENTER OF A SURFACED CROSSROAD, 88 FEET SOUTHEAST OF THE CENTER
 DK2038'OF A SURFACED ROAD, 45 FEET SOUTHEAST OF A FENCELINE, 43 FEET
 DK2038'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING NO 379-1A AND
 DK2038'35 FEET NORTHWEST OF THE CENTER OF A SURFACED ROAD WHICH
 DK2038'PARALLELS THE AIR BASE WEST FENCE.
 DK2038'
 DK2038'MARK IS REACHED FROM THE STATION.  GO WEST ON E STREET, PASSING
 DK2038'THROUGH GUARD GATE NO. 2, FOR 0.05 MILE.  TURN RIGHT AND GO
 DK2038'NORTHERLY, ON A SURFACED ROAD FOR 0.15 MILE TO THE NORTH END
 DK2038'OF BUILDING NO 379-1A AND THE MARK ON THE LEFT, AS DESCRIBED.
 DK2038'
 DK2038'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK2038
 DK2038                          STATION RECOVERY (1967)
 DK2038
 DK2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 DK2038'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 DK2038'GOOD CONDITION.  THE AIR FORCE ABANDON THIS INSTALLATION AND
 DK2038'IT IS NOW BEING USE AS THE MUNICIPAL AIRPORT.
 DK2038'
 DK2038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREENVILLE AFB
 DK2038
 DK2038                          STATION RECOVERY (1967)
 DK2038
 DK2038'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK2038'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DK2038'CONDITION.
 DK2038'
 DK2038'THE STATION IS A STANDARD DISK SET IN THE TOP OF THE ELBOW
 DK2038'OF AN L SHAPED CONCRETE SLAB AND IS FLUSH WITH THE GROUND.
 DK2038'R.M. 1, R.M. 2 AND THE AZIMUTH ARE SET IN THE TOP OF AN 11
 DK2038'INCH SQUARE CONCRETE POST.  AZIMUTH NO. 2 IS SET IN THE
 DK2038'TOP OF A 12 INCH ROUND CONCRETE POST.
 DK2038'
 DK2038'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
 DK2038'GREENVILLE MUNICIPAL AIRPORT PROPERTY WHICH WAS PREVIOUSLY
 DK2038'THE GREENVILLE AIR FORCE BASE APPROXIMATELY 5.8 MILES NORTHEAST
 DK2038'OF GREENVILLE, 7.8 MILES NORTHWEST OF LELAND IN THE SOUTHWEST
 DK2038'1/4 OF SECTION 23, T, 19N, R 8W.
 DK2038'
 DK2038'TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST
 DK2038'ON MAIN STREET FOR 0.2 MILE TO THE INTERSECTION OF BROADWAY.
 DK2038'TURN LEFT (NORTHEAST) AND CONTINUE ON BROADWAY FOR 2.3 MILES TO
 DK2038'THE INTERSECTION OF HIGHWAY 1.  CONTINUE NORTHEAST ON A CONCRETE
 DK2038'HIGHWAY FOR 3.45 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH ON
 DK2038'THE LEFT AS DESCRIBED.  (TURN RIGHT (NORTHEAST) AND CONTINUE ON
 DK2038'A BLACKTOP ROAD FOR 0.2 MILE TO A CROSSROADS.  CONTINUE EAST
 DK2038'ON A CONCRETE ROAD CROSSING A SMALL CREEK FOR 0.05 MILE TO
 DK2038'THE GUARD SHACK FOR GATE 2 AND THE STATION AS DESCRIBED.) TO
 DK2038'REACH AZIMUTH NO. 2, CONTINUE NORTHEAST ON A CONCRETE HIGHWAY
 DK2038'FOR 0.4 MILE TO THE MAIN ENTRANCE TO THE GREENVILLE
 DK2038'MUNICIPAL AIRPORT (OLD GREENVILLE AIR FORCE BASE) JUST
 DK2038'PAST A CROSSROADS.  CONTINUE EAST ON CENTRAL AVENUE FOR 0.3
 DK2038'MILE TO THE INTERSECTION OF 2ND STREET AND THE MARK ON THE LEFT
 DK2038'AS DESCRIBED.
 DK2038'
 DK2038'THE STATION DISK IS STAMPED GREENVILLE AIR FORCE BASE 1957 AND IS
 DK2038'FLUSH WITH THE GROUND SURFACE.
 DK2038'
 DK2038'IT IS 200 FEET EAST NORTHEAST OF THE NORTH CONCRETE GATE POST,
 DK2038'146 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GUARD SHACK,
 DK2038'138.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE
 DK2038'AROUND A GAS SUB-STATION, 92 FEET NORTHEAST OF THE CENTER
 DK2038'OF THE INTERSECTION OF A DRIVEWAY AND EAST STREET, 78 FEET
 DK2038'NORTH OF THE CENTER OF EAST STREET, 51.5 FEET NORTHEAST OF A
 DK2038'TELEPHONE POLE, 48 FEET EAST OF THE CENTER OF A BLACKTOP
 DK2038'DRIVEWAY AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 DK2038'
 DK2038'R.M. 1 IS STAMPED GREENVILLE AIR FORCE BASE NO. 1 (1957) AND
 DK2038'PROJECTS 2 INCHES.
 DK2038'
 DK2038'IT IS 194.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DK2038'GUARD SHACK, 193 FEET NORTH OF THE CENTER OF EAST STREET,
 DK2038'193 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 DK2038'DRIVEWAY AND EAST STREET, 37 FEET WEST OF THE CENTER OF THE
 DK2038'DRIVEWAY, 1.2 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 DK2038'SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND A GAS SUB
 DK2038'STATION.
 DK2038'
 DK2038'R.M. 2 IS STAMPED GREENVILLE AIR FORCE BASE NO. 2 1957 AND
 DK2038'IS FLUSH WITH THE GROUND.
 DK2038'
 DK2038'IT IS 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GUARD
 DK2038'SHACK, 54 FEET NORTH OF THE CENTER OF EAST STREET, 46 FEET
 DK2038'NORTHEAST OF A 12 INCH PECAN, 41.5 FEET NORTHEAST OF THE NORTH
 DK2038'CONCRETE ENTRANCE GATE POST, 12.3 FEET NORTHWEST OF A FENCE
 DK2038'CORNER, 9 FEET NORTH OF A FENCE, AND 1.5 FEET SOUTHEAST OF
 DK2038'A POWER POLE.
 DK2038'
 DK2038'THE AZIMUTH MARK IS STAMPED GREENVILLE AIR FORCE BASE 1957
 DK2038'AND PROJECTS 2 INCHES.
 DK2038'
 DK2038'IT IS 69 FEET WEST OF THE CENTER OF THE INTERSECTION, 61 FEET
 DK2038'NORTHWEST OF THE CENTER OF THE CONCRETE HIGHWAY, 3.1 FEET
 DK2038'SOUTHWEST OF A METAL WITNESS POST, 1.8 FEET SOUTHEAST OF A
 DK2038'FENCE AND 1.5 FEET NORTHEAST OF A TELEPHONE POLE.
 DK2038'
 DK2038'GREENVILLE AIR FORCE BASE AZIMUTH NO. 2.
 DK2038'
 DK2038'THE AZIMUTH MARK IS STAMPED GREENVILLE AIR FORCE BASE NO. 2
 DK2038'(1965) AND PROJECTS 1 INCH.
 DK2038'
 DK2038'IT IS 100 FEET WEST NORTHWEST OF BUILDING NO. 5100, 81 FEET
 DK2038'NORTHWEST OF C AND GS BM F 167, 78 FEET NORTHWEST OF THE FLAG
 DK2038'POLE IN THE CENTER OF THE INTERSECTION OF 2ND STREET AND
 DK2038'CENTRAL AVENUE, 65 FEET NORTH OF THE CENTER OF THE CENTER
 DK2038'MEDIUM OF CENTRAL AVENUE, 45 FEET WEST OF THE CENTER OF 2ND
 DK2038'STREET AND CENTRAL AVENUE, 65 FEET NORTH OF THE CENTER OF THE
 DK2038'CENTER MEDIUM OF CENTRAL AVENUE, 45 FEET WEST OF THE CENTER OF
 DK2038'2ND STREET, 13 FEET NORTH OF A FLAG POLE, 1.8 FEET SOUTHWEST
 DK2038'OF A METAL WITNESS POST.
 DK2038'
 DK2038'(NOTE) THE 1957 AZIMUTH WILL NO LONGER SEE THE STATION FROM
 DK2038'THE GROUND BUT AZIMUTH NO. 2 IS STILL VISIBLE.
 DK2038
 DK2038                          STATION RECOVERY (1970)
 DK2038
 DK2038'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (JVH)
 DK2038'GAFB 1957 (AZ) GOOD
 DK2038'
 DK2038'GAFB NO 2 1965 (AZ. MK.) GOOD
 DK2038'
 DK2038'GAFB 1957 (STA) GOOD
 DK2038'
 DK2038'GAFB NO 1 1957 GOOD
 DK2038'
 DK2038'GAFB NO 2 1957 GOOD
 DK2038'
 DK2038'GUARD SHACK DESTROYED, BUT CORNERSTONE STILL VISIBLE.  CONDITION
 DK2038'PROBABLY TEMPORARY.  CORRECTIONS FOR AZ. NO. 2--100 FT NORTHWEST
 DK2038'OF BUILDING S100, NOT 5100.  ALSO, 13 FEET NORTH OF FIRE HYDRANT,
 DK2038'NOT FLAG POLE.
 DK2038
 DK2038                          STATION RECOVERY (1971)
 DK2038
 DK2038'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 DK2038'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 DK2038'CONDITION.
 DK2038
 DK2038                          STATION RECOVERY (1976)
 DK2038
 DK2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JD)
 DK2038'STATION DESCRIPTION IS ADEQUATE.  THE STATION MARK WAS OCCUPIED
 DK2038'AS THE ANTENNA SITE FOR DOPPLER STATION 51170.
 DK2038'
 DK2038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DK2038'6 MILES NORTHEAST OF GREENVILLE, MISSISSIPPI.
 DK2038
 DK2038                          STATION RECOVERY (1980)
 DK2038
 DK2038'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DK2038'STATION, REFERENCE MARKS 1, 2, AND AZIMUTH MARK 2 RECOVERED IN
 DK2038'GOOD CONDITION.
 DK2038
 DK2038                          STATION RECOVERY (1988)
 DK2038
 DK2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 DK2038'THE STATION WAS RECOVERED AT THIS DATE.
 DK2038'THE OTHER STATIONS WERE NOT SEARCHED FOR. A NEW DESCRIPTION FOLLOWS.
 DK2038'
 DK2038'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI)
 DK2038'NORTHWEST OF LELAND,
 DK2038'9.3 KM (5.8 MI) NORTHEAST OF GREENVILLE, NEAR THE SOUTHWEST CORNER
 DK2038'OF THE GREENVILLE AIRPORT PROPERTY WHICH WAS PREVIOUSLY THE
 DK2038'GREENVILLE AIRFORCE BASE.
 DK2038'OWNERSHIP--CITY OF GREENVILLE, GREENVILLE, MS 38701.
 DK2038'
 DK2038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DK2038'HIGHWAY 1 IN GREENVILLE, GO NORTH FOR 4.5 KM (2.8 MI) ON HIGHWAY 1
 DK2038'TO A CROSSROAD (BROADWAY ON THE SOUTH AND AIRPORT DRIVE ON THE
 DK2038'NORTH).
 DK2038'TURN RIGHT AND GO NORTHEAST FOR 5.6 KM (3.5 MI) ON AIRPORT DRIVE TO
 DK2038'A SIDE ROAD ON THE RIGHT.
 DK2038'TURN RIGHT AND GO EAST FOR 0.2 KM (0.15 MI) ON THE PAVED ROAD TO A
 DK2038'CROSSROAD.
 DK2038'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.1 MI) ON THE
 DK2038'PAVED ROAD CROSSING OVER A SMALL CREEK AND PASSING THROUGH A GATE
 DK2038'TO THE STATION ON THE LEFT JUST PAST A GRAVEL DRIVE ON THE LEFT AND
 DK2038'A PAVED ROAD ON THE RIGHT.
 DK2038'
 DK2038'THE STATION IS A STANDARD CGS DISK
 DK2038'STAMPED---GREENVILLE AFB 1957---,
 DK2038'SET INTO A DRILL HOLE IN THE TOP OF THE ELBOW OF AN L SHAPED
 DK2038'CONCRETE SLAB RECESSED 4 CM BELOW GROUND.  LOCATED
 DK2038'61.3 METERS (201.0 FT) EAST-NORTHEAST FROM THE NORTH CONCRETE GATE
 DK2038'POST,
 DK2038'55.5 METERS (182.0 FT) WEST FROM THE CENTER OF ROAD 177,
 DK2038'40.8 METERS (133.7 FT) SOUTH-SOUTHEAST FROM THE EAST EXPOSED
 DK2038'PORTION OF A BURIED GAS PIPE,
 DK2038'31.0 METERS (101.6 FT) NORTHWEST FROM A POWER POLE NO. 3,
 DK2038'24.0 METERS (78.6 FT) NORTH FROM THE CENTER OF THE ACCESS ROAD 360,
 DK2038'12.5 METERS (41.0 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD
 DK2038'LEADING NORTH TO AN L SHAPED BUILDING, AND
 DK2038'0.8 METERS (1.5 FT) WEST FROM A FIBERGLASS WITNESS POST.
 DK2038'
 DK2038'DESCRIBED BY C.L. SMITH, TYPED BY C.L. SMITH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1897 ***********************************************************************
 DK1897  DESIGNATION -  GREENVILLE AFB WATER TANK BEACON
 DK1897  PID         -  DK1897
 DK1897  STATE/COUNTY-  MS/WASHINGTON
 DK1897  USGS QUAD   -  LELAND (1967)
 DK1897
 DK1897                         *CURRENT SURVEY CONTROL
 DK1897  ___________________________________________________________________
 DK1897* NAD 83(1993)-  33 28 51.83750(N)    090 59 25.34915(W)     ADJUSTED  
 DK1897* NAVD 88     -              **(meters)            **(feet)            
 DK1897  ___________________________________________________________________
 DK1897  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DK1897  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK1897  HORZ ORDER  -  THIRD
 DK1897
 DK1897.The horizontal coordinates were established by classical geodetic methods
 DK1897.and adjusted by the National Geodetic Survey in May 1994.
 DK1897
 DK1897
 DK1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1897
 DK1897.The geoid height was determined by GEOID03.
 DK1897
 DK1897;                    North         East     Units Scale Factor Converg.
 DK1897;SPC MS W     -   441,584.280   638,935.276   MT  0.99999596   -0 21 44.9
 DK1897;SPC MS W     - 1,448,764.43  2,096,240.15   sFT  0.99999596   -0 21 44.9
 DK1897;UTM  15      - 3,706,426.929   686,720.524   MT  1.00002985   +1 06 32.2
 DK1897
 DK1897                          SUPERSEDED SURVEY CONTROL
 DK1897
 DK1897  NAD 83(1986)-  33 28 51.84846(N)    090 59 25.34472(W) AD(       ) 4
 DK1897  NAD 27      -  33 28 51.43400(N)    090 59 24.97000(W) AD(       ) 3
 DK1897
 DK1897.Superseded values are not recommended for survey control.
 DK1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1897.See file dsdata.txt to determine how the superseded data were derived.
 DK1897
 DK1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8672106427(NAD 83)
 DK1897_MARKER: 21 = AIRPORT BEACON
 DK1897
 DK1897  HISTORY     - Date     Condition        Report By
 DK1897  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1897  HISTORY     - 1964     GOOD             MSHD
 DK1897  HISTORY     - 1967     GOOD             MSHD
 DK1897  HISTORY     - 1967     GOOD             CGS
 DK1897  HISTORY     - 1973     GOOD             NGS
 DK1897  HISTORY     - 1977     GOOD             NGS
 DK1897  HISTORY     - 19890630 GOOD             NGS
 DK1897
 DK1897                          STATION DESCRIPTION
 DK1897
 DK1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1897'THE STATION IS THE CENTER OF THE BASE OF THE GREENVILLE AIR
 DK1897'FORCE BASE BEACON AND THE APEX OF THE ROOF OF THE GREENVILLE
 DK1897'AIR FORCE BASE WATER TANK.  IT IS LOCATED ON THE GREENVILLE AIR
 DK1897'FORCE BASE AT THE EAST END OF CENTRAL AVENUE AT 5TH STREET.  THE
 DK1897'TANK IS A MUSHROOM TYPE, SUPPORTED BY EIGHT LEGS AND IS 140
 DK1897'FEET HIGH.  A STANDARD REVOLVING GREEN AND WHITE BEACON IS
 DK1897'ATTACHED TO THE CENTER OF THE TOP.  THE ENTIRE STRUCTURE IS
 DK1897'PAINTED IN RED AND WHITE CHECKS.
 DK1897
 DK1897                          STATION RECOVERY (1964)
 DK1897
 DK1897'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (HBT)
 DK1897'RECOVERED AS DESCRIBED.
 DK1897
 DK1897                          STATION RECOVERY (1967)
 DK1897
 DK1897'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1897'THE STATION WAS VISITED 5-3-67 AND THE STATION WAS FOUND IN GOOD
 DK1897'CONDITION.
 DK1897'
 DK1897'THE STATION IS THE CENTER OF THE BASE OF THE AIRPORT BEACON AND THE
 DK1897'APEX OF THE ROOF OF THE AIRPORT WATER TANK.  THE TANK IS A MUSHROOM
 DK1897'TYPE SUPPORTED BY EIGHT LEGS WITH A STANDARD REVOLVING GREEN AND
 DK1897'WHITE BEACON ON TOP.  THE TANK IS PAINTED ALTERNATELY RED AND WHITE
 DK1897'AND IS 140 FEET TALL.  THE TANK IS LOCATED ON THE GROUNDS OF THE
 DK1897'OLD GREENVILLE AIR FORCE BASE WHICH IS NOW THE MUNICIPAL
 DK1897'AIRPORT APPROXIMATELY 6.4 MILES NORTHEAST OF GREENVILLE,
 DK1897'7.5 MILES NORTHWEST OF LELAND IN THE NORTHEAST 1/4 OF SECTION 23, T
 DK1897'19N, R 8W.
 DK1897'
 DK1897'TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST ON
 DK1897'MAIN STREET FOR 0.2 MILE TO THE INTERSECTION OF BROADWAY.  TURN LEFT
 DK1897'(NORTHEAST) AND CONTINUE ON BROADWAY FOR 2.3 MILES TO THE
 DK1897'INTERSECTION OF MISSISSIPPI HIGHWAY 1.  CONTINUE (NORTHEAST) ON A
 DK1897'CONCRETE HIGHWAY FOR 3.85 MILES TO THE ENTRANCE TO THE GREENVILLE
 DK1897'MUNICIPAL AIRPORT (OLD GREENVILLE AIR FORCE BASE) JUST PAST A
 DK1897'CROSSROADS.  CONTINUE EAST ON CENTRAL AVENUE FOR 0.6 MILE TO A T
 DK1897'INTERSECTION.  THE TANK IS APPROXIMATELY 230 FEET EAST OF THE CENTER
 DK1897'OF THE T INTERSECTION.
 DK1897
 DK1897                          STATION RECOVERY (1967)
 DK1897
 DK1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 DK1897'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DK1897'CONDITION.
 DK1897'
 DK1897'THE AIR FORCE ABANDON THIS INSTALLATION AND IT IS NOW BEING USED AS
 DK1897'THE MUNICIPAL AIRPORT.
 DK1897'
 DK1897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREENVILLE
 DK1897'AFB.
 DK1897
 DK1897                          STATION RECOVERY (1973)
 DK1897
 DK1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 DK1897'REC. AS DESCRIBED.
 DK1897
 DK1897                          STATION RECOVERY (1977)
 DK1897
 DK1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 DK1897'RECOVERED AS DESCRIBED EXCEPT THAT THE AIR FORCE BASE HAS BEEN
 DK1897'ABANDONED AND IS NOW THE GREENVILLE INTERNATIONAL AIRPORT.
 DK1897'
 DK1897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREENVILLE
 DK1897'INTERNATIONAL AIRPORT.
 DK1897
 DK1897                          STATION RECOVERY (1989)
 DK1897
 DK1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DK1897'THE STATION IS THE CENTER OF THE BASE OF THE GREENVILLE AIR FORCE BASE
 DK1897'BEACON (NOW GREENVILLE INTERNATIONAL AIRPORT) AND THE APEX OF THE ROOF
 DK1897'OF THE GREENVILLE AIR FORCE BASE WATER TANK.  IT IS LOCATED ON THE
 DK1897'GREENVILLE AIR FORCE BASE WATER TANK.  IT IS LOCATED ON THE GREENVILLE
 DK1897'AIR FORCE BASE AT THE EAST END OF CENTRAL AVENUE AT 5TH STREET.  THE
 DK1897'TANK IS A MUSHROOM TYPE, SUPPORTED BY EIGHT LEGS AND IS 140 FEET (42.7
 DK1897'M) HIGH.  A STANDARD REVOLVING GREEN AND WHITE BEACON IS ATTACHED TO
 DK1897'THE TOP.  THE ENTIRE STRUCTURE IS PAINTED IN RED AND WHITE CHECKS.
 DK1897'THE POINT OBSERVED IS NOT THE SPINDLE OF THE BEACON BUT THE APEX OF
 DK1897'THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1315 ***********************************************************************
 DK1315  DESIGNATION -  GREENVILLE APT ARP
 DK1315  PID         -  DK1315
 DK1315  STATE/COUNTY-  MS/WASHINGTON
 DK1315  USGS QUAD   -  GREENVILLE (1970)
 DK1315
 DK1315                         *CURRENT SURVEY CONTROL
 DK1315  ___________________________________________________________________
 DK1315* NAD 83(1986)-  33 23 14.     (N)    091 00 03.     (W)     SCALED    
 DK1315* NAVD 88     -        35.318  (meters)     115.87   (feet)  ADJUSTED  
 DK1315  ___________________________________________________________________
 DK1315  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1315  DYNAMIC HT  -          35.280 (meters)     115.75  (feet)  COMP
 DK1315  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 DK1315
 DK1315  VERT ORDER  -  SECOND    CLASS 0
 DK1315
 DK1315.The horizontal coordinates were scaled from a topographic map and have
 DK1315.an estimated accuracy of +/- 6 seconds.
 DK1315
 DK1315.The orthometric height was determined by differential leveling
 DK1315.and adjusted in June 1991.
 DK1315
 DK1315.The geoid height was determined by GEOID03.
 DK1315
 DK1315.The dynamic height is computed by dividing the NAVD 88
 DK1315.geopotential number by the normal gravity value computed on the
 DK1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1315.degrees latitude (g = 980.6199 gals.).
 DK1315
 DK1315.The modeled gravity was interpolated from observed gravity values.
 DK1315
 DK1315;                    North         East    Units  Estimated Accuracy
 DK1315;SPC MS W     -   431,180.      637,900.      MT  (+/- 180 meters Scaled)
 DK1315
 DK1315                          SUPERSEDED SURVEY CONTROL
 DK1315
 DK1315  NGVD 29 (??/??/??)   35.416  (m)          116.19   (f) ADJUSTED    2 0
 DK1315
 DK1315.Superseded values are not recommended for survey control.
 DK1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1315.See file dsdata.txt to determine how the superseded data were derived.
 DK1315
 DK1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS859960(NAD 83)
 DK1315_MARKER: DT = TOPOGRAPHIC STATION DISK
 DK1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK1315_SP_SET: CEMENT
 DK1315_STAMPING: ARP (1953)
 DK1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1315
 DK1315  HISTORY     - Date     Condition        Report By
 DK1315  HISTORY     - 1953     MONUMENTED       CGS
 DK1315  HISTORY     - 1967     GOOD             MSHD
 DK1315
 DK1315                          STATION DESCRIPTION
 DK1315
 DK1315'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1315'3.7 MI SE FROM GREENVILLE.
 DK1315'THE MARK WAS VISITED AND FOUND IN GOOD CONDITION.  THE MARK IS LOCATED
 DK1315'IN THE NORTH CORNER OF A 4 X 5 FOOT CONCRETE CATCH BASIN IN A
 DK1315'TRIANGULAR PLOT OF GROUND FORMED BY THREE RUNWAYS AT THE OLD
 DK1315'GREENVILLE AIRPORT, APPROXIMATE 3.7 MILES SOUTHEAST OF GREENVILLE, 0.9
 DK1315'MILE SOUTH OF U.S. HIGHWAY 82 IN THE SOUTHWEST 1/4 OF SECTION 25, T
 DK1315'18N, R 8W.  TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO
 DK1315'SOUTHEAST ON MAIN STREET FOR 1.1 MILES TO THE INTERSECTION OF U.S.
 DK1315'HIGHWAY 82.  TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 2.75
 DK1315'MILES TO THE INTERSECTION OF AIRPORT ROAD.  TURN RIGHT (SOUTH) AND
 DK1315'CONTINUE ON AIRPORT ROAD FOR 0.85 MILE TO THE ENTRANCE TO THE OLD
 DK1315'AIRPORT ROAD ON THE LEFT.  TURN LEFT (SOUTHEAST) AND CONTINUE ON A
 DK1315'BLACKTOP ROAD FOR 0.15 MILE TO A T INTERSECTION IN FRONT OF THE OLD
 DK1315'AIRPORT TERMINAL.  TURN LEFT (NORTHEAST) AND CONTINUE ON A BLACKTOP
 DK1315'ROAD FOR 0.05 MILE TO A T INTERSECTION WITH A TAXI AREA.  TURN RIGHT
 DK1315'(SOUTH) AND CONTINUE ON THE TAXI AREA FOR 0.05 MILE TO A TAXI EXIT ON
 DK1315'THE LEFT.  TURN LEFT (SOUTHEAST) AND CONTINUE ON THE TAXI EXIT FOR
 DK1315'0.05 MILE TO THE INTERSECTION OF A NORTH-SOUTH RUNWAY.  TURN LEFT
 DK1315'(NORTH) AND CONTINUE ON THE NORTH-SOUTH RUNWAY FOR 0.05 MILE TO THE
 DK1315'INTERSECTION OF A NORTHWEST-SOUTHEAST RUNWAY.  TURN RIGHT (SOUTHEAST)
 DK1315'AND CONTINUE ON THE RUNWAY FOR 0.1 MILE TO THE MARK ON THE RIGHT AS
 DK1315'DESCRIBED.  (NOTE) THE AIRPORT APPEARED TO BE INACTIVE AS FAR AS AIR
 DK1315'TRAVEL IS CONCERNED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 DK1315'HOLE.  IT IS 841 FEET EAST OF THE AIRPORT BEACON, 671 FEET NORTH
 DK1315'NORTHEAST OF THE INTERSECTION OF THE NORTH-SOUTH AND
 DK1315'NORTHEAST-SOUTHWEST RUNWAYS, 348 FEET SOUTHWEST OF THE INTERSECTION OF
 DK1315'THE NORTHWEST-SOUTHEAST AND NORTHEAST-SOUTHWEST RUNWAYS, 248.5 FEET
 DK1315'SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST RUNWAY AND 1 FOOT
 DK1315'SOUTH OF A METAL WINTESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1177 ***********************************************************************
 DK1177  DESIGNATION -  GREENVILLE BOLT
 DK1177  PID         -  DK1177
 DK1177  STATE/COUNTY-  MS/WASHINGTON
 DK1177  USGS QUAD   -  GREENVILLE (1970)
 DK1177
 DK1177                         *CURRENT SURVEY CONTROL
 DK1177  ___________________________________________________________________
 DK1177* NAD 83(1986)-  33 25 24.     (N)    091 03 12.     (W)     SCALED    
 DK1177* NAVD 88     -        37.94   (+/-2cm)     124.5    (feet)  VERTCON   
 DK1177  ___________________________________________________________________
 DK1177  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1177  VERT ORDER  -  ? (See Below)
 DK1177
 DK1177.The horizontal coordinates were scaled from a topographic map and have
 DK1177.an estimated accuracy of +/- 6 seconds.
 DK1177
 DK1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1177.The vertical order pertains to the NGVD 29 superseded value.
 DK1177
 DK1177.The geoid height was determined by GEOID03.
 DK1177
 DK1177;                    North         East    Units  Estimated Accuracy
 DK1177;SPC MS W     -   435,220.      633,040.      MT  (+/- 180 meters Scaled)
 DK1177
 DK1177                          SUPERSEDED SURVEY CONTROL
 DK1177
 DK1177  NGVD 29 (??/??/??)   37.991  (m)          124.64   (f) ADJUSTED    ?  
 DK1177
 DK1177.Superseded values are not recommended for survey control.
 DK1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1177.See file dsdata.txt to determine how the superseded data were derived.
 DK1177
 DK1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS809999(NAD 83)
 DK1177_MARKER: B = BOLT
 DK1177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1177
 DK1177  HISTORY     - Date     Condition        Report By
 DK1177  HISTORY     - UNK      MONUMENTED       DOD
 DK1177  HISTORY     - 1934     GOOD             CGS
 DK1177
 DK1177                          STATION DESCRIPTION
 DK1177
 DK1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1177'IN GREENVILLE.
 DK1177'AT GREENVILLE, WASHINGTON COUNTY, ON THE NORTH SIDE OF THE TOWN, ON
 DK1177'THE NORTH SIDE OF A ROAD CROSSING THE LEVEE, AT THE GREENVILLE GRAVEL
 DK1177'CO. PLANT, ABOUT 900 FEET ABOVE THE TRAMWAY, ABOUT 262 FEET BACK OF
 DK1177'THE CENTER OF THE LEVEE, 23 FEET NORTHWEST OF THE PROLONGATION OF
 DK1177'POPLAT STREET, AND IN LINE WITH A FENCE.  A COPPER BOLT, SET IN THE
 DK1177'TOP OF A TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 DK1177'THROUGH AN IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DK1177'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1179 ***********************************************************************
 DK1179  DESIGNATION -  GREENVILLE CAP
 DK1179  PID         -  DK1179
 DK1179  STATE/COUNTY-  MS/WASHINGTON
 DK1179  USGS QUAD   -  GREENVILLE (1970)
 DK1179
 DK1179                         *CURRENT SURVEY CONTROL
 DK1179  ___________________________________________________________________
 DK1179* NAD 83(1993)-  33 25 24.44838(N)    091 03 13.26695(W)     ADJUSTED  
 DK1179* NAVD 88     -        39.192  (meters)     128.58   (feet)  ADJUSTED  
 DK1179  ___________________________________________________________________
 DK1179  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DK1179  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1179  DYNAMIC HT  -          39.150 (meters)     128.44  (feet)  COMP
 DK1179  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DK1179
 DK1179  HORZ ORDER  -  SECOND
 DK1179  VERT ORDER  -  FIRST     CLASS I
 DK1179
 DK1179.The horizontal coordinates were established by classical geodetic methods
 DK1179.and adjusted by the National Geodetic Survey in May 1994.
 DK1179
 DK1179.The orthometric height was determined by differential leveling
 DK1179.and adjusted in June 1991.
 DK1179
 DK1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1179
 DK1179.The geoid height was determined by GEOID03.
 DK1179
 DK1179.The dynamic height is computed by dividing the NAVD 88
 DK1179.geopotential number by the normal gravity value computed on the
 DK1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1179.degrees latitude (g = 980.6199 gals.).
 DK1179
 DK1179.The modeled gravity was interpolated from observed gravity values.
 DK1179
 DK1179;                    North         East     Units Scale Factor Converg.
 DK1179;SPC MS W     -   435,233.960   633,006.865   MT  1.00000531   -0 23 48.5
 DK1179;SPC MS W     - 1,427,930.08  2,076,790.02   sFT  1.00000531   -0 23 48.5
 DK1179;SPC AR S     -   484,345.071   488,007.823   MT  0.99997492   +0 31 46.7
 DK1179;SPC AR S     - 1,589,055.45  1,601,072.33   sFT  0.99997492   +0 31 46.7
 DK1179;UTM  15      - 3,699,926.479   680,956.913   MT  1.00000373   +1 04 20.5
 DK1179
 DK1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1179!SPC MS W     -   0.99999802  x   1.00000531  =   1.00000333
 DK1179!SPC AR S     -   0.99999802  x   0.99997492  =   0.99997294
 DK1179!UTM  15      -   0.99999802  x   1.00000373  =   1.00000175
 DK1179
 DK1179                          SUPERSEDED SURVEY CONTROL
 DK1179
 DK1179  NAD 83(1986)-  33 25 24.45847(N)    091 03 13.26182(W) AD(       ) 2
 DK1179  NAD 27      -  33 25 24.04200(N)    091 03 12.88100(W) AD(       ) 2
 DK1179  NGVD 29 (??/??/??)   39.241  (m)          128.74   (f) ADJUSTED    1 1
 DK1179
 DK1179.Superseded values are not recommended for survey control.
 DK1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1179.See file dsdata.txt to determine how the superseded data were derived.
 DK1179
 DK1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8095799926(NAD 83)
 DK1179_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK1179_STAMPING: 1908
 DK1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1179
 DK1179  HISTORY     - Date     Condition        Report By
 DK1179  HISTORY     - 1929     MONUMENTED       MRC
 DK1179  HISTORY     - 1944     GOOD             USE
 DK1179  HISTORY     - 1973     GOOD             NGS
 DK1179
 DK1179                          STATION DESCRIPTION
 DK1179
 DK1179'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 DK1179'ON LEFT BANK OF MISSISSIPPI RIVER, ABOUT 1 MILE ABOVE MAIN
 DK1179'STREET IN GREENVILLE, ABOUT 400 METERS (1312 FEET) ABOVE
 DK1179'TRAMWAY CROSSING LEVEE AT GREENVILLE GRAVEL CO. PLANT, 80
 DK1179'METERS (262 FEET) BACK OF LEVEE, 300 METERS (984 FEET) BACK
 DK1179'OF RIVER BANK, ABOUT 250 METERS (820 FEET) ABOVE SAWMILL ABOUT
 DK1179'300 FEET NORTH OF GREENVILLE INSULATING BOARD CORP. 60 FEET
 DK1179'NORTH OF CENTER LINE OF DIRT ROAD LEADING FROM HIGHWAY 1 TO AND
 DK1179'ACROSS LEVEE.
 DK1179'
 DK1179'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION BRASS
 DK1179'CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE BELOW.
 DK1179'PIPE LEANS SLIGHTLY NORTHWARD BUT FAIRLY
 DK1179'SOLID.  FOLLOWOING DISTANCES AND AZIMUTHS FROM STATION--36-INCH
 DK1179'BLAZED PECAN TREE, 38.3 METERS (126 FEET) 155 DEG.  AND 33-INCH
 DK1179'BLAZED PECAN TREE, 32.5 METERS (107 FEET) 30 DEG.
 DK1179
 DK1179                          STATION RECOVERY (1944)
 DK1179
 DK1179'RECOVERY NOTE BY US ENGINEERS 1944
 DK1179'STATION RECOVERED.  IT IS LOCATED AT GREENVILLE, CROSSING LEVEE
 DK1179'AT GREEVNILLE GRAVEL CO. PLANT, 262 FEET BACK OF CENTER OF
 DK1179'LEVEE, 23 FEET NW OF STREET WHICH IS A CONTINUATION OF POPLAR
 DK1179'STREET, ON N SIDE OF ROAD THAT CROSSES LEVEE IN FENCE LINE.
 DK1179'MARKER IS A TILE AND PIPE.
 DK1179'
 DK1179'DISTANCE TO P.B.M. CITY LIMITS RESET, 854.72 FEET,
 DK1179'S 53 DEG 41 MIN E.
 DK1179
 DK1179                          STATION RECOVERY (1973)
 DK1179
 DK1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK1179'1.20 MI NNW FROM GREENVILLE.
 DK1179'ABOUT 0.8 MILE NORTH ALONG POPLAR STREET FROM THE POST OFFICE AT
 DK1179'GREENVILLE, (WHICH IS LOCATED AT THE INTERSECTION OF MAIN AND POPLAR
 DK1179'STREET) TO THE INTERSECTION OF BELL AIRE STREET, THENCE 0.05 MILE WEST
 DK1179'ALONG BELL AIRE STREET TO A LEVEE ENTRANCE RAMP, THENCE 0.15 MILE
 DK1179'NORTHWEST UP THE RAMP PASSING UNDER THE TRAMWAY FOR THE GREENVILLE
 DK1179'GRAVEL COMPANY TO THE TOP OF THE LEVEE, THENCE 0.15 MILE NORTH ALONG
 DK1179'THE TOP OF THE LEVEE TO A GRAVEL ROAD, THENCE 0.05 MILE EAST ALONG THE
 DK1179'GRAVEL ROAD TO MARK ON RIGHT NEAR THE ENTRANCE TO THE UNITED GYPSUM
 DK1179'COMPANY, 60 FEET NORTHEAST OF APPROX. CENTER OF THE GRAVEL ROAD, 22
 DK1179'FEET NORTHEAST OF A T FENCE CORNER, 6 FEET SOUTHEAST OF A POWER POLE,
 DK1179'4.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND A
 DK1179'TRANSFORMER STATION, 200 FEET NORTH OF THE OUT LINE BUILDINGS, 346
 DK1179'FEET SOUTHEAST OF THE APPROX. CENTER OF THE LEVEE, 0.4 FOOT NORTHEAST
 DK1179'OF A METAL WITNESS POST, A PIPE WITH CAP.  1/4, SEC 3, T 18N, R 8W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2024 ***********************************************************************
 DK2024  DESIGNATION -  GREENVILLE COMPRESS CO TANK
 DK2024  PID         -  DK2024
 DK2024  STATE/COUNTY-  MS/WASHINGTON
 DK2024  USGS QUAD   -  GREENVILLE (1970)
 DK2024
 DK2024                         *CURRENT SURVEY CONTROL
 DK2024  ___________________________________________________________________
 DK2024* NAD 83(1993)-  33 25 02.31630(N)    091 02 29.21945(W)     ADJUSTED  
 DK2024* NAVD 88     -              **(meters)            **(feet)            
 DK2024  ___________________________________________________________________
 DK2024  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DK2024  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK2024  HORZ ORDER  -  THIRD
 DK2024
 DK2024.The horizontal coordinates were established by classical geodetic methods
 DK2024.and adjusted by the National Geodetic Survey in May 1994.
 DK2024
 DK2024
 DK2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2024
 DK2024.The geoid height was determined by GEOID03.
 DK2024
 DK2024;                    North         East     Units Scale Factor Converg.
 DK2024;SPC MS W     -   434,544.295   634,140.147   MT  1.00000346   -0 23 24.0
 DK2024;SPC MS W     - 1,425,667.41  2,080,508.13   sFT  1.00000346   -0 23 24.0
 DK2024;SPC AR S     -   483,673.840   489,152.076   MT  0.99997606   +0 32 11.4
 DK2024;SPC AR S     - 1,586,853.26  1,604,826.44   sFT  0.99997606   +0 32 11.4
 DK2024;UTM  15      - 3,699,266.093   682,107.506   MT  1.00000888   +1 04 44.2
 DK2024
 DK2024                          SUPERSEDED SURVEY CONTROL
 DK2024
 DK2024  NAD 83(1986)-  33 25 02.32673(N)    091 02 29.21427(W) AD(       ) 4
 DK2024  NAD 27      -  33 25 01.91000(N)    091 02 28.83300(W) AD(       ) 3
 DK2024
 DK2024.Superseded values are not recommended for survey control.
 DK2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2024.See file dsdata.txt to determine how the superseded data were derived.
 DK2024
 DK2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8210899266(NAD 83)
 DK2024_MARKER: 51 = TANK
 DK2024
 DK2024  HISTORY     - Date     Condition        Report By
 DK2024  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2024  HISTORY     - 1935     GOOD             CGS
 DK2024  HISTORY     - 1953     GOOD             CGS
 DK2024  HISTORY     - 1964     GOOD             CGS
 DK2024  HISTORY     - 1967     GOOD             MSHD
 DK2024
 DK2024                          STATION DESCRIPTION
 DK2024
 DK2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK2024'WATER TANK IS IN YARD OF GREENVILLE COMPRESS COMPANY WHICH IS
 DK2024'IN THE N EDGE OF TOWN OF GREENVILLE.  STILL STANDING AND IN
 DK2024'GOOD CONDITION.
 DK2024'
 DK2024'THERE IS ANOTHER TANK IN THE SAME YARD ERECTED IN 1932.  THIS
 DK2024'TANK IS APPROXIMATELY 750 FEET SW OF THE FIRST TANK.  THERE
 DK2024'ARE IDENTICAL IN DESIGN.  OLD TANK IS PAINTED ALUMINUM WHILE
 DK2024'NEW ONE IS PAINTED GREEN.
 DK2024
 DK2024                          STATION RECOVERY (1953)
 DK2024
 DK2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 DK2024'RECOVERED AS DESCRIBED
 DK2024
 DK2024                          STATION RECOVERY (1964)
 DK2024
 DK2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 DK2024'RECOVERED AS DESCRIBED
 DK2024
 DK2024                          STATION RECOVERY (1967)
 DK2024
 DK2024'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK2024'THE STATION WAS VISITED 5-4-67 AND THE STATION WAS FOUND IN GOOD
 DK2024'CONDITION.
 DK2024'
 DK2024'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE GREENVILLE
 DK2024'COMPRESS COMPANY PROPERTY APPROXIMATELY 0.15 MILE NORTHEAST OF OLD
 DK2024'LELAND ROAD IN THE SOUTHEAST 1/4 OF SECTION 3, T 18N, R 8W.  THE
 DK2024'TANK HAS A HEMISPHERICAL BOTTOM AND A CONICAL TOP WITH A BALL ON
 DK2024'THE FINAL AND IS SUPPORTED BY FOUR STEEL LEGS.  IT IS PAINTED
 DK2024'SILVER AND IS APPROXIMATELY 130 FEET TALL.
 DK2024'
 DK2024'TO REACH FROM THE SOUTHEAST SIDE OF THE WASHINGTON COUNTY COURTHOUSE
 DK2024'IN GREENVILLE, GO NORTHEAST ON EDISON STREET FOR 0.65 MILE TO THE
 DK2024'INTERSECTION OF OAK STREET.  TURN RIGHT (SOUTHEAST) AND CONTINUE
 DK2024'ON OAK STREET FOR 0.15 MILE TO THE ENTRANCE TO THE GREENVILLE
 DK2024'COMPRESS COMPANY.  TURN LEFT (NORTHEAST) AND CONTINUE ON A
 DK2024'CONCRETE ROAD RUNNING BETWEEN WAREHOUSES FOR 0.15 MILE TO THE TANK
 DK2024'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK7091 ***********************************************************************
 DK7091  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7091  DESIGNATION -  GREENVILLE CORS ARP
 DK7091  CORS_ID     -  MSGV
 DK7091  PID         -  DK7091
 DK7091  STATE/COUNTY-  MS/WASHINGTON
 DK7091  USGS QUAD   -  WAYSIDE (1970)
 DK7091
 DK7091                         *CURRENT SURVEY CONTROL
 DK7091  ___________________________________________________________________
 DK7091* NAD 83(CORS)-  33 20 19.31418(N)    091 02 27.37911(W)     ADJUSTED  
 DK7091* NAVD 88     -              **(meters)            **(feet)            
 DK7091  ___________________________________________________________________
 DK7091  EPOCH DATE  -        2002.00
 DK7091  X           -     -96,900.638 (meters)                     COMP
 DK7091  Y           -  -5,333,058.574 (meters)                     COMP
 DK7091  Z           -   3,485,412.464 (meters)                     COMP
 DK7091  ELLIP HEIGHT-          19.110 (meters)          (10/??/08) ADJUSTED
 DK7091  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK7091  HORZ ORDER  -  SPECIAL (CORS)
 DK7091  ELLP ORDER  -  SPECIAL (CORS)
 DK7091
 DK7091.ITRF positions are available for this station.
 DK7091.The coordinates were established by GPS observations
 DK7091.and adjusted by the National Geodetic Survey in October 2008.
 DK7091.The coordinates are valid at the epoch date displayed above.
 DK7091.The epoch date for horizontal control is a decimal equivalence
 DK7091.of Year/Month/Day.
 DK7091
 DK7091
 DK7091.The PID for the CORS L1 Phase Center is DK7092.
 DK7091
 DK7091.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7091
 DK7091.The ellipsoidal height was determined by GPS observations
 DK7091.and is referenced to NAD 83.
 DK7091
 DK7091.The geoid height was determined by GEOID03.
 DK7091
 DK7091;                    North         East     Units Scale Factor Converg.
 DK7091;SPC MS W     -   425,825.225   634,128.452   MT  1.00000348   -0 23 20.1
 DK7091;SPC MS W     - 1,397,061.59  2,080,469.76   sFT  1.00000348   -0 23 20.1
 DK7091
 DK7091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7091!SPC MS W     -   0.99999700  x   1.00000348  =   1.00000048
 DK7091
 DK7091                          SUPERSEDED SURVEY CONTROL
 DK7091
 DK7091.No superseded survey control is available for this station.
 DK7091
 DK7091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8231990550(NAD 83)
 DK7091_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7091
 DK7091                          STATION DESCRIPTION
 DK7091
 DK7091'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK7091'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7091'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7091'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7091'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7091'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK7092 ***********************************************************************
 DK7092  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7092  DESIGNATION -  GREENVILLE CORS L1 PHASE CENTER
 DK7092  CORS_ID     -  MSGV
 DK7092  PID         -  DK7092
 DK7092  STATE/COUNTY-  MS/WASHINGTON
 DK7092  USGS QUAD   -  WAYSIDE (1970)
 DK7092
 DK7092                         *CURRENT SURVEY CONTROL
 DK7092  ___________________________________________________________________
 DK7092* NAD 83(CORS)-  33 20 19.31419(N)    091 02 27.37909(W)     ADJUSTED  
 DK7092* NAVD 88     -              **(meters)            **(feet)            
 DK7092  ___________________________________________________________________
 DK7092  EPOCH DATE  -        2002.00
 DK7092  X           -     -96,900.639 (meters)                     COMP
 DK7092  Y           -  -5,333,058.634 (meters)                     COMP
 DK7092  Z           -   3,485,412.503 (meters)                     COMP
 DK7092  ELLIP HEIGHT-          19.182 (meters)          (10/??/08) ADJUSTED
 DK7092  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK7092  HORZ ORDER  -  SPECIAL (CORS)
 DK7092  ELLP ORDER  -  SPECIAL (CORS)
 DK7092
 DK7092.ITRF positions are available for this station.
 DK7092.The coordinates were established by GPS observations
 DK7092.and adjusted by the National Geodetic Survey in October 2008.
 DK7092.The coordinates are valid at the epoch date displayed above.
 DK7092.The epoch date for horizontal control is a decimal equivalence
 DK7092.of Year/Month/Day.
 DK7092
 DK7092
 DK7092.The PID for the CORS ARP is DK7091.
 DK7092
 DK7092.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7092
 DK7092.The ellipsoidal height was determined by GPS observations
 DK7092.and is referenced to NAD 83.
 DK7092
 DK7092.The geoid height was determined by GEOID03.
 DK7092
 DK7092;                    North         East     Units Scale Factor Converg.
 DK7092;SPC MS W     -   425,825.225   634,128.452   MT  1.00000348   -0 23 20.1
 DK7092;SPC MS W     - 1,397,061.59  2,080,469.76   sFT  1.00000348   -0 23 20.1
 DK7092
 DK7092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7092!SPC MS W     -   0.99999699  x   1.00000348  =   1.00000047
 DK7092
 DK7092                          SUPERSEDED SURVEY CONTROL
 DK7092
 DK7092.No superseded survey control is available for this station.
 DK7092
 DK7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8231990550(NAD 83)
 DK7092_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK7092
 DK7092                          STATION DESCRIPTION
 DK7092
 DK7092'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK7092'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7092'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7092'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7092'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7092'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2029 ***********************************************************************
 DK2029  DESIGNATION -  GREENVILLE DELTA COMP CO TANK
 DK2029  PID         -  DK2029
 DK2029  STATE/COUNTY-  MS/WASHINGTON
 DK2029  USGS QUAD   -  GREENVILLE (1970)
 DK2029
 DK2029                         *CURRENT SURVEY CONTROL
 DK2029  ___________________________________________________________________
 DK2029* NAD 83(1993)-  33 24 58.44156(N)    091 02 38.51503(W)     ADJUSTED  
 DK2029* NAVD 88     -              **(meters)            **(feet)            
 DK2029  ___________________________________________________________________
 DK2029  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DK2029  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK2029  HORZ ORDER  -  THIRD
 DK2029
 DK2029.The horizontal coordinates were established by classical geodetic methods
 DK2029.and adjusted by the National Geodetic Survey in May 1994.
 DK2029
 DK2029
 DK2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2029
 DK2029.The geoid height was determined by GEOID03.
 DK2029
 DK2029;                    North         East     Units Scale Factor Converg.
 DK2029;SPC MS W     -   434,426.559   633,899.173   MT  1.00000385   -0 23 29.1
 DK2029;SPC MS W     - 1,425,281.14  2,079,717.54   sFT  1.00000385   -0 23 29.1
 DK2029;SPC AR S     -   483,552.226   488,913.043   MT  0.99997626   +0 32 06.2
 DK2029;SPC AR S     - 1,586,454.26  1,604,042.21   sFT  0.99997626   +0 32 06.2
 DK2029;UTM  15      - 3,699,142.218   681,869.628   MT  1.00000781   +1 04 38.9
 DK2029
 DK2029                          SUPERSEDED SURVEY CONTROL
 DK2029
 DK2029  NAD 83(1986)-  33 24 58.45238(N)    091 02 38.50981(W) AD(       ) 4
 DK2029  NAD 27      -  33 24 58.03000(N)    091 02 38.13000(W) AD(       ) 3
 DK2029
 DK2029.Superseded values are not recommended for survey control.
 DK2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2029.See file dsdata.txt to determine how the superseded data were derived.
 DK2029
 DK2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8187099142(NAD 83)
 DK2029_MARKER: 51 = TANK
 DK2029
 DK2029  HISTORY     - Date     Condition        Report By
 DK2029  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2029  HISTORY     - 1953     GOOD             CGS
 DK2029  HISTORY     - 1967     GOOD             MSHD
 DK2029
 DK2029                          STATION DESCRIPTION
 DK2029
 DK2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 DK2029'TANK IS IN THE YARD OF THE DELTA COMPRESS CO. ON THE NORTH
 DK2029'EDGE OF GREENVILLE.  THE TANK IS PAINTED SILVER AND IS IN
 DK2029'GOOD CONDITION.  THIS IS THE TANK REFERRED TO AS BEING
 DK2029'750 FT SW OF GREENVILLE COMPRESS CO. WATER TANK, 1929.
 DK2029
 DK2029                          STATION RECOVERY (1967)
 DK2029
 DK2029'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK2029'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD CONDITION.
 DK2029'
 DK2029'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE DELTA COMPRESS
 DK2029'COMPANY APPROXIMATELY 0.1 MILE NORTHEAST OF OLD LELAND ROAD,
 DK2029'APPROXIMATELY 100 FEET NORTHWEST OF A SPURR TRACK IN A AREA BETWEEN
 DK2029'TWO METAL BUILDINGS IN THE SOUTHEAST 1/4 OF SECTION 3, T 18N, R
 DK2029'8W.  THE TANK HAS A HEMISPHERICAL BOTTOM AND A CONICAL TOP WITH A
 DK2029'BALL ON THE FINAL AND IS SUPPORTED BY FOUR STEEL LEGS.  IT IS
 DK2029'SILVER IN COLOR AND IS APPROXIMATELY 130 FEET TALL.
 DK2029'
 DK2029'TO REACH FROM THE SOUTHEAST SIDE OF THE WASHINGTON COUNTY COURTHOUSE
 DK2029'IN GREENVILLE, GO NORTHEAST ON EDISON STREET FOR 0.65 MILE TO THE
 DK2029'INTERSECTION OF OAK STREET AND THE DELTA COMPRESS COMPANY STRAIGHT
 DK2029'AHEAD AND THE TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2035 ***********************************************************************
 DK2035  DESIGNATION -  GREENVILLE DELTA VIDEO CO MAST
 DK2035  PID         -  DK2035
 DK2035  STATE/COUNTY-  MS/WASHINGTON
 DK2035  USGS QUAD   -  GREENVILLE (1970)
 DK2035
 DK2035                         *CURRENT SURVEY CONTROL
 DK2035  ___________________________________________________________________
 DK2035* NAD 83(1993)-  33 23 05.31321(N)    091 04 38.40254(W)     ADJUSTED  
 DK2035* NAVD 88     -              **(meters)            **(feet)            
 DK2035  ___________________________________________________________________
 DK2035  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DK2035  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK2035  HORZ ORDER  -  THIRD
 DK2035
 DK2035.The horizontal coordinates were established by classical geodetic methods
 DK2035.and adjusted by the National Geodetic Survey in May 1994.
 DK2035
 DK2035
 DK2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2035
 DK2035.The geoid height was determined by GEOID03.
 DK2035
 DK2035;                    North         East     Units Scale Factor Converg.
 DK2035;SPC MS W     -   430,962.926   630,776.822   MT  1.00000906   -0 24 33.9
 DK2035;SPC MS W     - 1,413,917.53  2,069,473.62   sFT  1.00000906   -0 24 33.9
 DK2035;SPC AR S     -   480,038.673   485,847.168   MT  0.99998228   +0 30 59.1
 DK2035;SPC AR S     - 1,574,926.88  1,593,983.58   sFT  0.99998228   +0 30 59.1
 DK2035;UTM  15      - 3,695,599.736   678,837.068   MT  0.99999432   +1 03 29.7
 DK2035
 DK2035                          SUPERSEDED SURVEY CONTROL
 DK2035
 DK2035  NAD 83(1986)-  33 23 05.32403(N)    091 04 38.39722(W) AD(       ) 4
 DK2035  NAD 27      -  33 23 04.90500(N)    091 04 38.01600(W) AD(       ) 3
 DK2035
 DK2035.Superseded values are not recommended for survey control.
 DK2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2035.See file dsdata.txt to determine how the superseded data were derived.
 DK2035
 DK2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7883795600(NAD 83)
 DK2035_MARKER: 42 = RADIO/TV MAST
 DK2035
 DK2035  HISTORY     - Date     Condition        Report By
 DK2035  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK2035  HISTORY     - 1964     GOOD             CGS
 DK2035  HISTORY     - 1967     GOOD             CGS
 DK2035
 DK2035                          STATION DESCRIPTION
 DK2035
 DK2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK2035'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE DELTA
 DK2035'VIDEO COMPANY LOCATED BETWEEN THE MISSISSIPPI RIVER AND THEABALD
 DK2035'AVENUE IN THE SOUTHWEST EDGE OF GREENVILLE.  THE MAST IS A
 DK2035'UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 DK2035'AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 DK2035'HEIGHT IS 440 FEET.
 DK2035'
 DK2035'TO REACH THE STATION FROM THE DEPOT IN GREENVILLE, GO WEST ON
 DK2035'WASHINGTON STREET FOR ONE BLOCK TO THE INTERSECTION OF THEABALD
 DK2035'AVENUE.  TURN LEFT AND GO SOUTH ON THEABALD AVENUE FOR 1.9 MILES
 DK2035'TO THE MAST ON THE RIGHT.
 DK2035
 DK2035                          STATION RECOVERY (1964)
 DK2035
 DK2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 DK2035'RECOVERED AS DESCRIBED
 DK2035
 DK2035                          STATION RECOVERY (1967)
 DK2035
 DK2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HBT)
 DK2035'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD
 DK2035'CONDITION.
 DK2035'
 DK2035'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE DELTA VIDEO
 DK2035'COMPANY LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF GREENVILLE,
 DK2035'0.25 MILE SOUTHWEST OF THE MISSISSIPPI RIVER LEVEE.  THE MAST IS A
 DK2035'UNIFORM CROSS SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND
 DK2035'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS 440 FEET
 DK2035'TALL.
 DK2035'
 DK2035'TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST ON
 DK2035'MAIN STREET FOR 0.3 MILE TO THE INTERSECTION OF THEABALD STREET.
 DK2035'TURN RIGHT (SOUTHWEST) AND CONTINUE ON THEABALD STREET FOR 1.65 MILES
 DK2035'TO THE CROSSING OF THE MISSISSIPPI RIVER LEVEE.  CONTINUE
 DK2035'(SOUTHWEST) ON THEABLAD STREET FOR 0.25 MILE TO THE MAST ON THE
 DK2035'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2041 ***********************************************************************
 DK2041  DESIGNATION -  GREENVILLE MISS
 DK2041  PID         -  DK2041
 DK2041  STATE/COUNTY-  MS/WASHINGTON
 DK2041  USGS QUAD   -  GREENVILLE (1970)
 DK2041
 DK2041                         *CURRENT SURVEY CONTROL
 DK2041  ___________________________________________________________________
 DK2041* NAD 83(1993)-  33 28 49.37475(N)    091 00 11.21396(W)     NO CHECK  
 DK2041* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 DK2041  ___________________________________________________________________
 DK2041  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DK2041  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DK2041  HORZ ORDER  -  SECOND
 DK2041
 DK2041.The horizontal coordinates were established by classical geodetic methods
 DK2041.and adjusted by the National Geodetic Survey in May 1994.
 DK2041.No horizontal observational check was made to the station.
 DK2041
 DK2041.The orthometric height was scaled from a topographic map.
 DK2041
 DK2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2041
 DK2041.The geoid height was determined by GEOID03.
 DK2041
 DK2041;                    North         East     Units Scale Factor Converg.
 DK2041;SPC MS W     -   441,515.970   637,750.702   MT  0.99999776   -0 22 10.2
 DK2041;SPC MS W     - 1,448,540.31  2,092,353.76   sFT  0.99999776   -0 22 10.2
 DK2041;UTM  15      - 3,706,328.221   685,538.060   MT  1.00002442   +1 06 06.8
 DK2041
 DK2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2041!SPC MS W     -   0.99999792  x   0.99999776  =   0.99999568
 DK2041!UTM  15      -   0.99999792  x   1.00002442  =   1.00002234
 DK2041
 DK2041                          SUPERSEDED SURVEY CONTROL
 DK2041
 DK2041  NAD 83(1986)-  33 28 49.38561(N)    091 00 11.20938(W) AD(       ) 2
 DK2041  NAD 27      -  33 28 48.97184(N)    091 00 10.83175(W) AD(       ) 2
 DK2041
 DK2041.Superseded values are not recommended for survey control.
 DK2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2041.See file dsdata.txt to determine how the superseded data were derived.
 DK2041
 DK2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8553806328(NAD 83)
 DK2041_MARKER: DD = SURVEY DISK
 DK2041_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK2041+WITH SETTING: PAVEMENT
 DK2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2041+STABILITY: SURFACE MOTION
 DK2041
 DK2041  HISTORY     - Date     Condition        Report By
 DK2041  HISTORY     - 1965     MONUMENTED       USAF
 DK2041
 DK2041                          STATION DESCRIPTION
 DK2041
 DK2041'DESCRIBED BY US AIR FORCE 1965
 DK2041'A GEODIMETER TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK
 DK2041'TO A U.S. AIRFORCE SATELLITE STATION MARK WHICH WAS ESTABLISHED
 DK2041'NORTH-NORTHWEST OF THE STATION.  THE AIRFORCE MARK IS A 3-INCH
 DK2041'ROUND BRASS DISK, STAMPED GREENVILLE MISS. 1965, SET IN THE TOP
 DK2041'OF A 6 FOOT BY 4 FOOT TRIANGULAR SHAPED CONCRETE SLAB.  MARK IS
 DK2041'FLUSH WITH THE SURFACE OF THE GROUND, 238 FEET SOUTHWEST OF THE
 DK2041'CENTER OF A SURFACED CROSSROAD, 88 FEET SOUTHEAST OF THE CENTER
 DK2041'OF A SURFACED ROAD, 45 FEET SOUTHEAST OF A FENCELINE, 43 FEET
 DK2041'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING NO 379-1A AND
 DK2041'35 FEET NORTHWEST OF THE CENTER OF A SURFACED ROAD WHICH
 DK2041'PARALLELS THE AIR BASE WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2043 ***********************************************************************
 DK2043  DESIGNATION -  GREENVILLE RAD KKA 650 MAST
 DK2043  PID         -  DK2043
 DK2043  STATE/COUNTY-  MS/WASHINGTON
 DK2043  USGS QUAD   -  WAYSIDE (1970)
 DK2043
 DK2043                         *CURRENT SURVEY CONTROL
 DK2043  ___________________________________________________________________
 DK2043* NAD 83(1993)-  33 21 23.96958(N)    091 03 30.04754(W)     ADJUSTED  
 DK2043* NAVD 88     -              **(meters)            **(feet)            
 DK2043  ___________________________________________________________________
 DK2043  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DK2043  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK2043  HORZ ORDER  -  THIRD
 DK2043
 DK2043.The horizontal coordinates were established by classical geodetic methods
 DK2043.and adjusted by the National Geodetic Survey in May 1994.
 DK2043
 DK2043
 DK2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2043
 DK2043.The geoid height was determined by GEOID03.
 DK2043
 DK2043;                    North         East     Units Scale Factor Converg.
 DK2043;SPC MS W     -   427,828.261   632,521.759   MT  1.00000612   -0 23 55.2
 DK2043;SPC MS W     - 1,403,633.22  2,075,198.47   sFT  1.00000612   -0 23 55.2
 DK2043;SPC AR S     -   476,932.680   487,642.482   MT  0.99998792   +0 31 37.3
 DK2043;SPC AR S     - 1,564,736.63  1,599,873.71   sFT  0.99998792   +0 31 37.3
 DK2043;UTM  15      - 3,692,510.803   680,661.674   MT  1.00000241   +1 04 04.5
 DK2043
 DK2043                          SUPERSEDED SURVEY CONTROL
 DK2043
 DK2043  NAD 83(1986)-  33 21 23.98059(N)    091 03 30.04206(W) AD(       ) 4
 DK2043  NAD 27      -  33 21 23.55900(N)    091 03 29.66500(W) AD(       ) 3
 DK2043
 DK2043.Superseded values are not recommended for survey control.
 DK2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2043.See file dsdata.txt to determine how the superseded data were derived.
 DK2043
 DK2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8066292511(NAD 83)
 DK2043_MARKER: 42 = RADIO/TV MAST
 DK2043
 DK2043  HISTORY     - Date     Condition        Report By
 DK2043  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK2043
 DK2043                          STATION DESCRIPTION
 DK2043
 DK2043'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2032 ***********************************************************************
 DK2032  DESIGNATION -  GREENVILLE RAD WJPR CEN MAST
 DK2032  PID         -  DK2032
 DK2032  STATE/COUNTY-  MS/WASHINGTON
 DK2032  USGS QUAD   -  GREENVILLE (1970)
 DK2032
 DK2032                         *CURRENT SURVEY CONTROL
 DK2032  ___________________________________________________________________
 DK2032* NAD 83(1993)-  33 24 36.13233(N)    091 01 04.86739(W)     ADJUSTED  
 DK2032* NAVD 88     -              **(meters)            **(feet)            
 DK2032  ___________________________________________________________________
 DK2032  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DK2032  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK2032  HORZ ORDER  -  THIRD
 DK2032
 DK2032.The horizontal coordinates were established by classical geodetic methods
 DK2032.and adjusted by the National Geodetic Survey in May 1994.
 DK2032
 DK2032
 DK2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2032
 DK2032.The geoid height was determined by GEOID03.
 DK2032
 DK2032;                    North         East     Units Scale Factor Converg.
 DK2032;SPC MS W     -   433,723.026   636,314.141   MT  0.99999999   -0 22 37.3
 DK2032;SPC MS W     - 1,422,972.96  2,087,640.64   sFT  0.99999999   -0 22 37.3
 DK2032;SPC AR S     -   482,887.853   491,339.011   MT  0.99997742   +0 32 58.6
 DK2032;SPC AR S     - 1,584,274.56  1,612,001.41   sFT  0.99997742   +0 32 58.6
 DK2032;UTM  15      - 3,698,500.810   684,301.864   MT  1.00001879   +1 05 29.9
 DK2032
 DK2032                          SUPERSEDED SURVEY CONTROL
 DK2032
 DK2032  NAD 83(1986)-  33 24 36.14349(N)    091 01 04.86231(W) AD(       ) 4
 DK2032  NAD 27      -  33 24 35.72400(N)    091 01 04.48700(W) AD(       ) 3
 DK2032
 DK2032.Superseded values are not recommended for survey control.
 DK2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2032.See file dsdata.txt to determine how the superseded data were derived.
 DK2032
 DK2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8430298501(NAD 83)
 DK2032_MARKER: 42 = RADIO/TV MAST
 DK2032
 DK2032  HISTORY     - Date     Condition        Report By
 DK2032  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK2032  HISTORY     - 1964     GOOD             CGS
 DK2032  HISTORY     - 1967     GOOD             MSHD
 DK2032
 DK2032                          STATION DESCRIPTION
 DK2032
 DK2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK2032'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF
 DK2032'THREE MASTS OF RADIO STATION WJPR LOCATED ON THE EAST SIDE OF
 DK2032'BEAUCHAMP AVENUE AT THE EAST EDGE OF GREENVILLE.  IT IS A
 DK2032'UNIFORM CROSS-SECTION STEEL MAST SUPPORTED BY GUY WIRES AND
 DK2032'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 DK2032'HEIGHT IS 203 FEET.
 DK2032'
 DK2032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DK2032'AND STATE HIGHWAY 1 IN THE EAST SECTION OF GREENVILLE, GO
 DK2032'EAST ON HIGHWAY 82 FOR 1.0 MILE TO THE INTERSECTION OF BEAUCHAMP
 DK2032'AVENUE.  TURN LEFT AND GO NORTH FOR 0.7 MILE TO THE MASTS ON
 DK2032'THE RIGHT.
 DK2032
 DK2032                          STATION RECOVERY (1964)
 DK2032
 DK2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 DK2032'RECOVERED AS DESCRIBED
 DK2032
 DK2032                          STATION RECOVERY (1967)
 DK2032
 DK2032'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK2032'THE STATION WAS VISITED 5-4-67 AND THE STATION WAS FOUND IN GOOD
 DK2032'CONDITION.
 DK2032'
 DK2032'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF THREE MASTS
 DK2032'OF RADIO STATION WJPR.  IT IS A UNIFORM CROSS SECTION STEEL MAST
 DK2032'SUPPORTED BY GUY WIRES AND PAINTED ALTERNATELY ORANGE AND WHITE
 DK2032'WITH AN OVER ALL HEIGHT OF 203 FEET.  IT IS LOCATED APPROXIMATELY
 DK2032'2.3 MILES EAST OF GREENVILLE, 0.7 MILE NORTH OF U.S. HIGHWAY
 DK2032'82, 300 FEET EAST OF BEAUCHAMP STREET IN THE NORTHEAST 1/4 OF
 DK2032'SECTION 17, T 18N, R 8W.
 DK2032'
 DK2032'TO REACH FROM THE WASHINGTON COUNTY COURTHOUSE IN GREENVILLE, GO
 DK2032'SOUTHEAST ON WASHINGTON AVENUE FOR 0.1 MILE TO THE CROSSING OF THE
 DK2032'COLUMBUS AND GREENVILLE RAILROAD TRACK.  CONTINUE SOUTHWEST ON
 DK2032'WASHINGTON AVENUE FOR 0.5 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK2032'82.  TURN LEFT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 0.8
 DK2032'MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 1.  CONTINUE EAST
 DK2032'ON HIGHWAY 82 FOR 1.1 MILE TO THE INTERSECTION OF BEAUCHAMP
 DK2032'STREET.  TURN LEFT (NORTH) AND CONTINUE ON BEAUCHAMP STREET FOR 0.7
 DK2032'MILE TO A DRIVEWAY LEADING TO THE TOWERS ON THE RIGHT.  TURN
 DK2032'RIGHT (EAST) AND CONTINUE ON THE DRIVEWAY FOR 0.05 MILE TO THE
 DK2032'CENTER MAST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2028 ***********************************************************************
 DK2028  DESIGNATION -  GREENVILLE RADIO STA AEMP TWR
 DK2028  PID         -  DK2028
 DK2028  STATE/COUNTY-  MS/WASHINGTON
 DK2028  USGS QUAD   -  GREENVILLE (1970)
 DK2028
 DK2028                         *CURRENT SURVEY CONTROL
 DK2028  ___________________________________________________________________
 DK2028* NAD 83(1993)-  33 24 08.19419(N)    091 04 18.58601(W)     ADJUSTED  
 DK2028* NAVD 88     -              **(meters)            **(feet)            
 DK2028  ___________________________________________________________________
 DK2028  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DK2028  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK2028  HORZ ORDER  -  THIRD
 DK2028
 DK2028.The horizontal coordinates were established by classical geodetic methods
 DK2028.and adjusted by the National Geodetic Survey in May 1994.
 DK2028
 DK2028
 DK2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2028
 DK2028.The geoid height was determined by GEOID03.
 DK2028
 DK2028;                    North         East     Units Scale Factor Converg.
 DK2028;SPC MS W     -   432,896.530   631,302.734   MT  1.00000816   -0 24 23.6
 DK2028;SPC MS W     - 1,420,261.37  2,071,199.05   sFT  1.00000816   -0 24 23.6
 DK2028;SPC AR S     -   481,980.470   486,341.750   MT  0.99997890   +0 31 10.2
 DK2028;SPC AR S     - 1,581,297.59  1,595,606.22   sFT  0.99997890   +0 31 10.2
 DK2028;UTM  15      - 3,697,546.154   679,313.265   MT  0.99999643   +1 03 42.4
 DK2028
 DK2028                          SUPERSEDED SURVEY CONTROL
 DK2028
 DK2028  NAD 83(1986)-  33 24 08.20471(N)    091 04 18.58063(W) AD(       ) 4
 DK2028  NAD 27      -  33 24 07.79700(N)    091 04 18.19900(W) AD(       ) 3
 DK2028
 DK2028.Superseded values are not recommended for survey control.
 DK2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2028.See file dsdata.txt to determine how the superseded data were derived.
 DK2028
 DK2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7931397546(NAD 83)
 DK2028_MARKER: 55 = TOWER
 DK2028
 DK2028  HISTORY     - Date     Condition        Report By
 DK2028  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK2028  HISTORY     - 1935     GOOD             CGS
 DK2028  HISTORY     - 1957     GOOD             CGS
 DK2028  HISTORY     - 1964     GOOD             CGS
 DK2028  HISTORY     - 1967     GOOD             MSHD
 DK2028
 DK2028                          STATION DESCRIPTION
 DK2028
 DK2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK2028'TOWER IS IN SOUTHERN EDGE OF TOWN OF GREENVILLE.  STILL STANDING
 DK2028'AND IN GOOD CONDITION.
 DK2028
 DK2028                          STATION RECOVERY (1957)
 DK2028
 DK2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK2028'THE STATION IS THE CENTER OF THE TOP OF THE RADIO TOWER OF THE
 DK2028'U.S. CORP OF ENGINEERS LOCATED ABOUT 0.1 MILE EAST OF THE
 DK2028'MISSISSIPPI RIVER IN THE SOUTHWEST EDGE OF GREENVILLE.
 DK2028'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A LATTICE WORK
 DK2028'CROSS BEAM AT THE TOP.  THE HEIGHT IS 360 FEET.
 DK2028'
 DK2028'TO REACH THE STATION FROM THE DEPOT IN GREENVILLE, GO WEST ON
 DK2028'WASHINGTON STREET FOR ONE BLOCK TO THE INTERSECTION OF THEABALD
 DK2028'AVENUE.  TURN LEFT AND GO SOUTH ON THEABALD AVENUE FOR 0.9
 DK2028'MILE TO THE INTERSECTION OF DEATON STREET.  TURN RIGHT AND GO
 DK2028'WEST ON DEATON STREET AND A GRAVELED ROAD OVER THE RIVER LEVEE
 DK2028'FOR 0.5 MILE TO THE TOWER.
 DK2028'
 DK2028'PROBABLY THE SAME AS GREENVILLE, EAST TRANSMISSION TOWER, 1929.
 DK2028
 DK2028                          STATION RECOVERY (1964)
 DK2028
 DK2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 DK2028'RECOVERED AS DESCRIBED
 DK2028
 DK2028                          STATION RECOVERY (1967)
 DK2028
 DK2028'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK2028'THE STATION WAS VISITED 5-4-67 AND THE STATION WAS FOUND IN GOOD
 DK2028'CONDITION.
 DK2028'
 DK2028'THE STATION IS THE CENTER OF THE TOP OF THE RADIO TOWER OF THE U.S.
 DK2028'CORPS OF ENGINEERS.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH
 DK2028'THREE LATTICE CROSS BEAMS ON THE FINAL WITH AN OVERALL HEIGHT OF
 DK2028'360 FEET AND IS PAINTED ORANGE.
 DK2028'
 DK2028'THE TOWER IS LOCATED BETWEEN THE LEVEE AND LAKE FERGURSON
 DK2028'APPROXIMATELY 0.1 MILE EAST OF LAKE FERGURSON, APPROXIMATELY 300
 DK2028'FEET SOUTHWEST OF THE LEVEE IN SECTION 6, T 18N, R 8W.
 DK2028'
 DK2028'TO REACH FROM THE U.S. POST OFFICE IN GREENVILLE, GO SOUTHEAST ON
 DK2028'MAIN STREET FOR 0.3 MILE TO THE INTERSECTION OF THEABLAD STREET.
 DK2028'TURN RIGHT (SOUTHWEST) AND CONTINUE ON THEABALD STREET FOR 0.85 MILE
 DK2028'TO THE INTERSECTION DEATON STREET.  TURN RIGHT (NORTHWEST) AND
 DK2028'CONTINUE ON DEATON STREET FOR 0.4 MILE TO THE INTERSECTION OF A
 DK2028'LEVEE.  TURN RIGHT (NORTHEAST) AND CONTINUE ON THE LEVEE FOR 0.15
 DK2028'MILE TO THE TOWER ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2036 ***********************************************************************
 DK2036  DESIGNATION -  GREENVILLE UNITED GYPSUM CO TK
 DK2036  PID         -  DK2036
 DK2036  STATE/COUNTY-  MS/WASHINGTON
 DK2036  USGS QUAD   -  GREENVILLE (1970)
 DK2036
 DK2036                         *CURRENT SURVEY CONTROL
 DK2036  ___________________________________________________________________
 DK2036* NAD 83(1993)-  33 25 17.69276(N)    091 03 16.09561(W)     ADJUSTED  
 DK2036* NAVD 88     -              **(meters)            **(feet)            
 DK2036  ___________________________________________________________________
 DK2036  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DK2036  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK2036  HORZ ORDER  -  THIRD
 DK2036
 DK2036.The horizontal coordinates were established by classical geodetic methods
 DK2036.and adjusted by the National Geodetic Survey in May 1994.
 DK2036
 DK2036
 DK2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2036
 DK2036.The geoid height was determined by GEOID03.
 DK2036
 DK2036;                    North         East     Units Scale Factor Converg.
 DK2036;SPC MS W     -   435,026.337   632,932.347   MT  1.00000544   -0 23 50.0
 DK2036;SPC MS W     - 1,427,248.91  2,076,545.54   sFT  1.00000544   -0 23 50.0
 DK2036;SPC AR S     -   484,136.277   487,936.674   MT  0.99997527   +0 31 45.1
 DK2036;SPC AR S     - 1,588,370.44  1,600,838.90   sFT  0.99997527   +0 31 45.1
 DK2036;UTM  15      - 3,699,717.014   680,887.742   MT  1.00000342   +1 04 18.8
 DK2036
 DK2036                          SUPERSEDED SURVEY CONTROL
 DK2036
 DK2036  NAD 83(1986)-  33 25 17.70302(N)    091 03 16.09034(W) AD(       ) 4
 DK2036  NAD 27      -  33 25 17.28000(N)    091 03 15.71000(W) AD(       ) 3
 DK2036
 DK2036.Superseded values are not recommended for survey control.
 DK2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2036.See file dsdata.txt to determine how the superseded data were derived.
 DK2036
 DK2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8088899717(NAD 83)
 DK2036_MARKER: 51 = TANK
 DK2036
 DK2036  HISTORY     - Date     Condition        Report By
 DK2036  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2036  HISTORY     - 1953     GOOD             CGS
 DK2036  HISTORY     - 1967     GOOD             MSHD
 DK2036
 DK2036                          STATION DESCRIPTION
 DK2036
 DK2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 DK2036'TANK IS LOCATED IN THE NW EDGE OF GREENVILLE, IN THE YARD OF THE
 DK2036'UNITED GYPSUM CO.  TANK IS PAINTED SILVER AND IS IN GOOD
 DK2036'CONDITION.  THE LEGEND UNITED GYPSUM CO. IS PAINTED IN BLACK
 DK2036'ON THE E. SIDE OF TANK.
 DK2036
 DK2036                          STATION RECOVERY (1967)
 DK2036
 DK2036'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK2036'THE STATION WAS VISITED 5-4-67 AND THE STATION WAS FOUND IN GOOD
 DK2036'CONDITION.
 DK2036'
 DK2036'THE STATION IS LOCATED APPROXIMATELY 100 FEET NORTHESAT OF THE
 DK2036'ENTRANCE TO THE UNITED GYPSOM COMPANY IN GREENVILLE IN SECTION 3, T
 DK2036'18N, R 8W.  THE TANK HAS A HEMISPHERICAL BOTTOM AND A CONICAL TOP
 DK2036'WITH A BALL ON THE FINAL AND IS SUPPORTED BY FOUR STEEL LEGS AND
 DK2036'IS SILVER IN COLOR.  IT IS APPROXIMATELY 130 FEET TALL.
 DK2036'
 DK2036'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF MAIN AND POPULAR
 DK2036'STREETS IN GREENVILLE, GO NORTHEAST ON POPULAR STREET FOR 0.85 MILE
 DK2036'TO THE ENTRANCE TO THE UNITED GYPSUM COMPANY AND THE TANK AS
 DK2036'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0207 ***********************************************************************
 DK0207  DESIGNATION -  GREENWOOD
 DK0207  PID         -  DK0207
 DK0207  STATE/COUNTY-  MS/LEFLORE
 DK0207  USGS QUAD   -  SIDON (1982)
 DK0207
 DK0207                         *CURRENT SURVEY CONTROL
 DK0207  ___________________________________________________________________
 DK0207* NAD 83(2007)-  33 29 46.90001(N)    090 11 24.92505(W)     ADJUSTED  
 DK0207* NAVD 88     -        39.052  (meters)     128.12   (feet)  ADJUSTED  
 DK0207  ___________________________________________________________________
 DK0207  EPOCH DATE  -        2002.00
 DK0207  X           -     -17,679.903 (meters)                     COMP
 DK0207  Y           -  -5,324,273.484 (meters)                     COMP
 DK0207  Z           -   3,500,004.679 (meters)                     COMP
 DK0207  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DK0207  ELLIP HEIGHT-          12.603 (meters)          (02/15/08) ADJUSTED
 DK0207  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0207  DYNAMIC HT  -          39.012 (meters)     127.99  (feet)  COMP
 DK0207  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 DK0207
 DK0207  HORZ ORDER  -  FIRST
 DK0207  VERT ORDER  -  FIRST     CLASS II
 DK0207  ELLP ORDER  -  FOURTH    CLASS II
 DK0207
 DK0207.The horizontal coordinates were established by GPS observations
 DK0207.and adjusted by the EMC INCORPORATED in February 2008.
 DK0207
 DK0207.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0207.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0207.The horizontal coordinates are valid at the epoch date displayed above.
 DK0207.The epoch date for horizontal control is a decimal equivalence
 DK0207.of Year/Month/Day.
 DK0207
 DK0207.The orthometric height was determined by differential leveling
 DK0207.and adjusted in June 1991.
 DK0207.WARNING-Repeat measurements at this control monument indicate possible
 DK0207.vertical movement.
 DK0207
 DK0207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0207
 DK0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0207
 DK0207.The ellipsoidal height was determined by GPS observations
 DK0207.and is referenced to NAD 83.
 DK0207
 DK0207.The geoid height was determined by GEOID03.
 DK0207
 DK0207.The dynamic height is computed by dividing the NAVD 88
 DK0207.geopotential number by the normal gravity value computed on the
 DK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0207.degrees latitude (g = 980.6199 gals.).
 DK0207
 DK0207.The modeled gravity was interpolated from observed gravity values.
 DK0207
 DK0207;                    North         East     Units Scale Factor Converg.
 DK0207;SPC MS W     -   443,096.630   713,294.918   MT  0.99995218   +0 04 44.3
 DK0207;SPC MS W     - 1,453,726.19  2,340,201.74   sFT  0.99995218   +0 04 44.3
 DK0207;UTM  15      - 3,709,849.830   761,036.165   MT  1.00044016   +1 33 05.5
 DK0207
 DK0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0207!SPC MS W     -   0.99999802  x   0.99995218  =   0.99995020
 DK0207!UTM  15      -   0.99999802  x   1.00044016  =   1.00043818
 DK0207
 DK0207:                Primary Azimuth Mark                     Grid Az
 DK0207:SPC MS W     -  GREENWOOD AZ MK RESET                    009 15 42.0
 DK0207:UTM  15      -  GREENWOOD AZ MK RESET                    007 47 20.8
 DK0207
 DK0207|---------------------------------------------------------------------|
 DK0207| PID    Reference Object                     Distance      Geod. Az  |
 DK0207|                                                           dddmmss.s |
 DK0207| DK0206 GREENWOOD AZ MK RESET                              0092026.3 |
 DK0207| DK1764 GREENWOOD MUNICIPAL TANK            APPROX. 2.3 KM 0151030.8 |
 DK0207| DK1760 GREENWOOD UNION COMPRESS CO TK      APPROX. 1.9 KM 0291345.9 |
 DK0207| DK1758 GREENWOOD FED COMPRESS CO TANK      APPROX. 3.1 KM 0342745.1 |
 DK0207| DK1757 GREENWOOD COMPRESS CO TANK          APPROX. 2.5 KM 0345827.6 |
 DK0207| DK0210 GREENWOOD RM 3                       39.919 METERS 05014     |
 DK0207| DK0208 GREENWOOD RM 1                       41.877 METERS 05941     |
 DK0207| DK1753 NEW ORLEANS ST LOUIS AWY BN 23      APPROX. 7.2 KM 0770804.3 |
 DK0207| DK0211 GREENWOOD RM 4                       33.702 METERS 13218     |
 DK0207| DK0209 GREENWOOD RM 2                       36.832 METERS 21614     |
 DK0207| DK1797 AIRPORT BCN GREENWOOD MUN APT       241.253 METERS 24912     |
 DK0207| DK1469 GREENWOOD AZ MK                                    2743244.4 |
 DK0207| DK1774 GREENWOOD TV STATION WABG MAST      APPROX. 8.2 KM 2941740.3 |
 DK0207| DK1765 GREENWOOD YAZOO V OIL MILL TK       APPROX. 2.7 KM 3260714.8 |
 DK0207|---------------------------------------------------------------------|
 DK0207
 DK0207                          SUPERSEDED SURVEY CONTROL
 DK0207
 DK0207  NAD 83(1993)-  33 29 46.90037(N)    090 11 24.92416(W) AD(       ) 1
 DK0207  NAD 83(1986)-  33 29 46.91149(N)    090 11 24.92097(W) AD(       ) 1
 DK0207  NAD 27      -  33 29 46.48000(N)    090 11 24.61900(W) AD(       ) 1
 DK0207  NAVD 88 (02/15/08)   39.05   (m)          128.1    (f) LEVELING    3  
 DK0207  NGVD 29 (??/??/??)   39.114  (m)          128.33   (f) ADJUSTED    1 2
 DK0207
 DK0207.Superseded values are not recommended for survey control.
 DK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0207.See file dsdata.txt to determine how the superseded data were derived.
 DK0207
 DK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6103609850(NAD 83)
 DK0207_MARKER: DS = TRIANGULATION STATION DISK
 DK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0207_STAMPING: GREENWOOD 1939
 DK0207_MARK LOGO: NONE  
 DK0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0207+STABILITY: SURFACE MOTION
 DK0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0207+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DK0207
 DK0207  HISTORY     - Date     Condition        Report By
 DK0207  HISTORY     - 1939     MONUMENTED       CGS
 DK0207  HISTORY     - 1942     GOOD             CGS
 DK0207  HISTORY     - 1955     GOOD             CGS
 DK0207  HISTORY     - 1961     GOOD             MSHD
 DK0207  HISTORY     - 1964     GOOD             CGS
 DK0207  HISTORY     - 1966     GOOD             MSHD
 DK0207  HISTORY     - 1967     GOOD             MSHD
 DK0207  HISTORY     - 1972     GOOD             NGS
 DK0207  HISTORY     - 1972     GOOD             NGS
 DK0207  HISTORY     - 19811001 GOOD             MSSU
 DK0207  HISTORY     - 1986     GOOD             MSU
 DK0207  HISTORY     - 20070116 GOOD             EMCINC
 DK0207  HISTORY     - 20080304 GOOD             MSDOT
 DK0207
 DK0207                          STATION DESCRIPTION
 DK0207
 DK0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK0207'THIS STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF THE
 DK0207'CENTER OF GREENWOOD, AT THE MUNICIPAL AIRPORT, SOUTH OF THE
 DK0207'EAST END OF THE EAST-WEST RUNWAY, 120 FEET NORTH OF THE CHARPING
 DK0207'AIR SERVICE BUILDING, 38.5 FEET NORTHWEST OF THE EAST FENCE
 DK0207'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 DK0207'
 DK0207'TO REACH STATION FROM THE COURT HOUSE IN GREENWOOD GO SOUTH
 DK0207'ON U.S. HIGHWAY 49E FOR 1.5 MILES TO THE AIRPORT AND THE STATION
 DK0207'ON THE RIGHT.
 DK0207'
 DK0207'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK0207'BRONZE DISKS IN CONCRETE.
 DK0207'
 DK0207'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 1.5
 DK0207'FEET NORTHWEST OF THE FENCE LINE AND PROJECTS 6 INCHES.  REFERENCE
 DK0207'MARK NO 2 IS SOUTHWEST OF THE STATION SET FLUSH IN THE CONCRETE
 DK0207'FOUNDATION OF THE CHARPING AIR SERVICE BUILDING, 1 FOOT NORTH
 DK0207'OF THE NORTH WALL.
 DK0207'
 DK0207'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 1.5 FEET NORTH
 DK0207'OF THE NORTHEAST CORNER OF THE FENCE AND PROJECTS 8 INCHES.
 DK0207'
 DK0207'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK0207
 DK0207                          STATION RECOVERY (1942)
 DK0207
 DK0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LCP)
 DK0207'LETTER OF MR. L.C. PEPPER, JR., MANAGER, GREENWOOD AIRPORT
 DK0207'DATED JUNE 11, 1942--
 DK0207'
 DK0207'WHILE THE AIRPORT WAS BEING ENLARGED, ONE OF DIRT MOVING
 DK0207'MACHINES RAN INTO THE AZIMUTH MARK AND KNOCKED IT OUT OF THE
 DK0207'GROUND.
 DK0207'
 DK0207'OFFICE NOTE--AZIMUTH MARK DISK STAMPED GREENWOOD 1939 RECEIVED
 DK0207'6/30/42.
 DK0207
 DK0207                          STATION RECOVERY (1955)
 DK0207
 DK0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK0207'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 DK0207'AZIMUTH MARK (REPORTED DESTROYED BY L.C.P., JR. IN 1942) WAS
 DK0207'NOT RECOVERED.  FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD
 DK0207'READ AS FOLLOWS--
 DK0207'
 DK0207'LOCATED ABOUT 1.5 MILES SOUTHWEST OF THE CENTER OF GREENWOOD,
 DK0207'AT THE EAST SIDE OF THE MUNICIPAL AIRPORT, 138 FEET NORTHWEST
 DK0207'OF THE NORTHWEST RAIL OF THE Y. AND M.V. RAILROAD, 39 FEET
 DK0207'NORTHWEST OF THE PROPERTY LINE FENCE, 121 FEET NNE OF THE
 DK0207'CONCRETE FLOOR OF A HANGAR WHICH HAS BEEN REMOVED, AND 440.2
 DK0207'FEET SOUTH OF A C. AND G.S. TOPOGRAPHIC STATION DISK SET IN
 DK0207'A CONCRETE LIGHT BASE AT THE NORTH CORNER OF THE EAST END
 DK0207'OF THE EAST-WEST RUNWAY.  MARKED BY A STANDARD DISK, STAMPED
 DK0207'GREENWOOD 1939, AND SET IN THE TOP OF A CONCRETE MONUMENT
 DK0207'FLUSH WITH THE GROUND.
 DK0207'
 DK0207'REFERENCE MARK NO. 1 IS 41.812 METERS NORTH-NORTHEAST OF THE
 DK0207'STATION, 1.5 FEET NORTHWEST OF THE FENCELINE.  MARKED BY A
 DK0207'STANDARD DISK, STAMPED GREENWOOD NO. 1 1939, SET IN THE TOP
 DK0207'OF A CONCRETE MONUMENT PROJECTING SIX INCHES ABOVE GROUND.
 DK0207'
 DK0207'REFERENCE MARK NO. 2 IS 36.789 METERS SOUTHWEST OF THE STATION
 DK0207'SET FLUSH IN THE FOUNDATION OF THE ABOVE MENTIONED CONCRETE
 DK0207'REMAINS, 1 FOOT NORTH OF A FOUR INCH HIGH CONCRETE BUILDING
 DK0207'FOUNDATION.  MARKED BY A STANDARD DISK STAMPED GREENWOOD NO.
 DK0207'2 1939.
 DK0207
 DK0207                          STATION RECOVERY (1961)
 DK0207
 DK0207'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 DK0207'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 DK0207'IN GOOD CONDITION.
 DK0207'
 DK0207'A NEW AZIMUTH WAS ESTABLISHED BY THE MISSISSIPPI STATE HIGHWAY
 DK0207'DEPARTMENT AS FOLLOWS--
 DK0207'
 DK0207'TO REACH FROM THE STATION GO NORTH ALONG A FENCE LINE FOR .3
 DK0207'MILE TO A RED AND WHITE STEEL AVIATION AID TOWER AND MARK ON
 DK0207'THE RIGHT.
 DK0207'
 DK0207'THE MARK IS A STANDARD USC AND GS BRONZE DISK, STAMPED GREENWOOD
 DK0207'1939 RESET 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DK0207'POST, FLUSH WITH THE GROUND SURFACE.  IT IS 76.7 FEET NORTHEAST
 DK0207'OF THE NORTHEAST CORNER OF A SMALL CONTROLS BUILDING, 29.4 FEET
 DK0207'EAST-NORTHEAST OF THE SOUTHEAST LEG OF THE TOWER, 27.9 FEET
 DK0207'EAST OF THE NORTHEAST LEG OF THE TOWER, AND 4.5 FEET WEST
 DK0207'OF THE FENCE.
 DK0207'
 DK0207'OBSERVATIONS MADE FROM A 116 FOOT STEEL TOWER IN 1939
 DK0207'
 DK0207'OBSERVATIONS MADE FROM INSTRUMENT TRIPOD IN 1961
 DK0207
 DK0207                          STATION RECOVERY (1964)
 DK0207
 DK0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DK0207'THE STATION WAS RECOVERED AS DESCRIBED,
 DK0207'EXCEPT THAT THE STATION MARK IS NOW 4 INCHES
 DK0207'BELOW THE GROUND SURFACE AND REFERENCE MARK 2 IS 6.3 FEET WEST
 DK0207'OF A METAL WITNESS POST AND SIGN.
 DK0207
 DK0207                          STATION RECOVERY (1966)
 DK0207
 DK0207'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DK0207'THE STATION WAS VISITED IN 1966 AND ALL MARKS WERE FOUND IN
 DK0207'GOOD CONDITION.
 DK0207'
 DK0207'TO REACH FROM THE POST OFFICE IN GREENWOOD BY GOING SOUTH
 DK0207'ON MAIN STREET FOR 1.40 MILES TO U.S. 82 AND 49 EAST RAILROAD
 DK0207'OVERPASS, CONTINUE SOUTH ON 49 EAST FOR 0.50 MILE TO THE GREENWOOD
 DK0207'MUNICIPAL AIRPORT AND THE MARK ON THE RIGHT.  TO REACH THE
 DK0207'AZIMUTH GO NORTH ALONG THE PROPERTY LINE FENCE FOR 0.3 MILE TO
 DK0207'THE AIRPORT AVIATION AIDE TOWER AND THE MARK ON THE FENCE LINE
 DK0207'ON WEST SIDE OF FENCE.
 DK0207'
 DK0207'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A 12
 DK0207'INCH SQUARE CONCRETE POSTS, STAMPED GREENWOOD 1939, AND FLUSH
 DK0207'WITH THE GROUND.
 DK0207'
 DK0207'IT IS 223 FEET NORTH OF THE NORTHEAST CORNER OF ARCHER AVIATION
 DK0207'HANGAR, 138 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE Y
 DK0207'AND M V RAILROAD, 121 FEET SOUTH OF AN OLD HANGAR FOUNDATION,
 DK0207'39 FEET NORTHWEST OF A FENCE AND A METAL WITNESS POST.
 DK0207'
 DK0207'R.M. 1 IS 134.14 FEET NORTHEAST OF STATION, 1.5 FEET NORTHWEST
 DK0207'OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, STAMPED
 DK0207'GREENWOOD NO. 1 1939, AND FLUSH WITH THE GROUND.
 DK0207'
 DK0207'R.M. 2 IS 57.1 FEET WEST OF CENTERLINE OF ROAD, 7.0 FEET EAST
 DK0207'OF A FENCE, 6.3 FEET WEST OF A METAL WITNESS POST, STAMPED
 DK0207'GREENWOOD NO. 2 1930, AND FLUSH WITH THE GROUND.
 DK0207'
 DK0207'THE AZIMUTH MARK IS 76.5 FEET NORTHEAST OF NORTHEAST CORNER
 DK0207'OF A CONTROL BUILDING, 29.3 FEET NORTHEAST OF THE SOUTHEAST
 DK0207'LEG OF THE TOWER, 27.9 FEET EAST OF THE NORTHEAST LEG OF THE
 DK0207'TOWER, 4.5 FEET WEST OF THE PROPERTY FENCE, STAMPED GREENWOOD
 DK0207'1930 RESET 1961 AND PROJECTS 4 INCHES.
 DK0207
 DK0207                          STATION RECOVERY (1967)
 DK0207
 DK0207'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK0207'THE STATION WAS VISITED 11-29-67 AND THE STATION MARK, REFERENCE
 DK0207'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0207'CONDITION.
 DK0207'
 DK0207'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF GREENWOOD AND 0.6
 DK0207'MILE SOUTH OF U.S. HIGHWAY 82, IN THE NORTHEAST, 1/4 OF SECTION
 DK0207'21, T 19N, R 1E, AND ON PROPERTY OWNED BY THE GREENWOOD
 DK0207'MUNICIPAL AIRPORT.  IT IS 75.5 FEET NORTHWEST OF THE CENTER
 DK0207'OF A BLACKTOP ROAD, 138 FEET NORTHWEST OF THE NORTHWEST RAIL
 DK0207'OF THE ILLINOIS CENTRAL RAILROAD TRACK, 111 FEET NORTHWEST
 DK0207'OF TELEPHONE POLE NO. 2472, 222 FEET NORTHEAST OF THE NORTHEAST
 DK0207'CORNER OF THE ARROW AVIATION COMPANY BUILDING, 70.5 FEET WEST
 DK0207'OF A POWER POLE, 1 FOOT SOUTHEAST OF THE EXTENDED EAST WALL
 DK0207'OF THE ARROW AVIATION COMPANY BUILDING, 226 FEET SOUTHWEST
 DK0207'OF A FENCE CORNER, 38.5 FEET NORTHWEST OF A METAL WITNESS
 DK0207'POST IN A FENCE AND 440.2 FEET SOUTH OF TOPOGRAPHIC
 DK0207'STA-A IN THE BASE OF A LIGHT IN THE NORTHEAST CORNER OF THE
 DK0207'EAST END OF AN EAST-WEST RUNWAY.
 DK0207'
 DK0207'IT IS A STANDARD TRIANGULATION DISK, STAMPED GREENWOOD 1939,
 DK0207'6 INCHES BELOW THE GROUND.
 DK0207'
 DK0207'REFERENCE MARK NO. 1 IS 137.39 FEET NORTHEAST OF THE STATION.
 DK0207'IT IS 39 FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD, 91
 DK0207'FEET SOUTHWEST OF A FENCE CORNER, 80 FEET NORTH OF A POWER
 DK0207'POLE, 74 FEET NORTHWEST OF TELEPHONE POLE NO 2471, 102 FEET
 DK0207'NORTHWEST OF THE NORTHWEST RAIL AND 1 FOOT NORTHWEST OF A METAL
 DK0207'WITNESS POST IN A FENCE.  IT IS A STANDARD DISK, STAMPED
 DK0207'GREENWOOD NO 1 1939, PROJECTING 6 INCHES.
 DK0207'
 DK0207'REFERENCE MARK NO. 2 IS 120.84 FEET SOUTHEAST OF THE STATION.
 DK0207'IT IS 58 FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD
 DK0207'IN THE FOUNDATION OF A DISMANTLED HANGAR, 104 FEET NORTHEAST
 DK0207'OF A FENCE CORNER, 17 FEET SOUTHEAST OF THE EXTENDED EAST WALL
 DK0207'OF THE ARROW AVIATION BUILDING, 29.5 FEET NORTHWEST OF A POWER
 DK0207'POLE, 7 FEET NORTHWEST OF A FENCE, 6.5 FEET NORTHWEST OF A METAL
 DK0207'WITNESS POST AND 1 FOOT NORTHEAST OF A CONCRETE BASE FOR A
 DK0207'DESTROYED HANGAR.  IT IS A STANDARD REFERENCE MARK DISK
 DK0207'STAMPED GREENWOOD NO 2 FLUSH WITH THE GROUND.
 DK0207'
 DK0207'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 252.80
 DK0207'FEET.
 DK0207'
 DK0207'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 28
 DK0207'FEET EAST OF THE NORTHEAST LEG OF A SMALL FOUR LEGGED STEEL
 DK0207'TOWER, 4.5 FEET WEST O F A FENCE, 16 FEET EAST OF THE EXTENDED
 DK0207'TANGENT OF A GRAVELED ROAD, 40 FEET NORTH OF THE EXTENDED
 DK0207'NORTH WALL OF A SMALL WHITE BUILDING, 76.5 FEET NORTHEAST
 DK0207'OF THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT SOUTH OF
 DK0207'A METAL WITNESS POST.  THE STATION IS VISIBLE FROM THE AZIMUTH.
 DK0207'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED GREENWOOD RESET
 DK0207'1961 1939 FLUSH WITH THE GROUND.
 DK0207'
 DK0207'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE LEFLORE
 DK0207'COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET
 DK0207'FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT
 DK0207'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE
 DK0207'U.S. HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY
 DK0207'49E FOR 0.7 MILE TO A CROSSROADS.  TURN RIGHT (NORTHWEST) AND
 DK0207'CONTINUE ON A BLACKTOP ROAD FOR 0.1 MILE TO A T INTERSECTION
 DK0207'ON THE WEST SIDE OF THE ILLINOIS CENTRAL RAILROAD.  TURN RIGHT
 DK0207'(NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO
 DK0207'THE STATION ON THE LEFT JUST NORTH OF THE ARROW AVIATION
 DK0207'BUILDING.
 DK0207'
 DK0207'TO REACH THE AZIMUTH FROM THE STATION GO NORTHEAST AND NORTH
 DK0207'ALONG THE WEST SIDE OF THE AIRPORT BOUNDARY FENCE FOR 0.3 MILE
 DK0207'TO A SMALL WHITE BUILDING ON THE LEFT AND THE MARK ON THE
 DK0207'RIGHT AS DESCRIBED.
 DK0207'
 DK0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 DK0207'SOUTHWEST OF GREENWOOD
 DK0207
 DK0207                          STATION RECOVERY (1972)
 DK0207
 DK0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DK0207'THE STATION WAS VISITED 8-1-72 AND THE STATION MARK, AND
 DK0207'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARKS
 DK0207'NO. 1 AND NO. 2 WERE FOUND DESTROYED.  REFERENCE MARKS NO. 3 AND
 DK0207'NO. 4 WERE ESTABLISHED AT THIS DATE.  THE AIRPORT HAS BEEN
 DK0207'SBANDONDED AND IS NOW THE PROPERTY OF CITY OF GREENWOOD AND
 DK0207'LE FLORE COUNTY AND UNDER THE JURISDICTION OF THE
 DK0207'GREENWOOD-LEFLORE INDUSTRAIL PARK AND MANAGED BY THE CHAMBER OF
 DK0207'COMMERCE.  THE AZIMUTH MARK IS OBSTRUCTED BY A BUILDING
 DK0207'OWNED BY SCOT-TANE GAS CO. BUT SINCE SEVERAL WATER TANKS
 DK0207'ARE VISIBLE FROM THE STATION, A NEW AZIMUTH MARK WAS NOT
 DK0207'ESTABLISHED.  A NEW WATER TANK HAS BEEN BUILT ABOUT 300
 DK0207'FEET NORTH OF THE STATION.  A NEW DESCRIPTION FOLLOWS--
 DK0207'
 DK0207'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF GREENWOOD
 DK0207'AND ABOUT 0.6 MILE SOUTH OF U.S. HIGHWAY 82, IN THE NE 1/4
 DK0207'OF SEC. 21T 19 N,.  R 1 E, ON PROPERTY OWNED BY THE CITY OF
 DK0207'GREENWOOD AND LEFLORE COUNTY AS THE GREENWOOD LEFLORE INDUSTRIAL
 DK0207'PARK, AND IN THE SOUTHWEST ANGLE OF A COUNTY ROAD AND EDISON
 DK0207'STREET.  IT IS 75.5 FEET NORTHWEST OF THE CENTER OF THE
 DK0207'B BLACKTOPPED COUNTY ROAD, 138 FEET NORTHWEST OF THE NORTHWEST
 DK0207'RAIL OF THE ICCRAILROAD TRACKS, 222 FEET NORTHEAST OF THE
 DK0207'NORTHEAST CORNER OF A LARGE TIN BUILDING WHICH WA FORMERLY
 DK0207'THE ARROW AVIATION CORP BUILDING, 1 FOOT SOUTHEAST OF THE
 DK0207'PROJECTED PLANE OF THE SOUTHEAST WALL OF THE SAME LARGE
 DK0207'BUILDING, 74 FEET SOUTH OF A FIRE HYDRANT, 115 FEET
 DK0207'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCOT-T NE
 DK0207'BUILDING, 39 FEET SOUTHWEST OF THE CENTER OF EDISON STREET, 44
 DK0207'FEET SOUTHEAST OF THE ANCHOR POST FOR A RADIO MAST, AND 1 FOOT
 DK0207'NORTHWEST OF A METAL WITNESS POST.  IT IS A TRIANGULATION
 DK0207'STATION DISK STAMPED GREENWOOD 1939, 6 INCHES BELOW THE SURFACE
 DK0207'OF THE GROUND.
 DK0207'
 DK0207'REFERENCE MARK NO 3 IS 130.97 FEET NORTH-NORTHEAST OF THE
 DK0207'STATION, 63.5 FEET NORTHWEST OF THECENTER OF THE BLACKTOPPED
 DK0207'COUNTY ROAD, 90.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DK0207'SCOT-TANE GAS BUILDING AND ON THE PROJECTED PLANE OF THE NORTH
 DK0207'WALL OF THE BUILDING, 90 FEET NORTHEAST OF THE CENTER OF
 DK0207'EDISON STREET, 69 FEET NORTHEAST OF A FIRE HYDRANT.  IT IS A
 DK0207'REFERENCE MARK DISKST MPED GREENWOOD NO 3 1939 1972, FLUSH WITH
 DK0207'THE GROUND.
 DK0207'
 DK0207'REFERENCE MARK NO. 4 IS 110.57 FEET SOUTHEAST OF THE STATION,
 DK0207'27 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 35
 DK0207'FEET SOUTHEAST OF THE CENTER OF THE BLACK TOP COUNTY ROAD, 31
 DK0207'FEET SOUTHWEST OF THE PROJECTED CENTERLINE OF EDISON STREE, 1
 DK0207'FOOT NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 DK0207'DISK, STAMPED GREENWOOD NO 4 1939 1972, FLUSH WITH THE GROUND.
 DK0207'
 DK0207'THE AZIMUTH MARK ID 0.3 MILE NORTH OF THE STATION, 16 FEET
 DK0207'EAST OF THE CENTER OF A GRAVELED ROAD, 4.5 FEET WEST OF A
 DK0207'FENCE, 40 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 DK0207'OF A SMALL BUILDING, 76.5 FEET NORTHEAST OF THE NORTHEAST
 DK0207'CORNER OF THE BUILDING AND I FOOT SOUTH OF A METAL WITNESS
 DK0207'POST.  IT IS AN AZIMUTH MARK DISK STAMPED GREENWOOD RESET
 DK0207'1961 1939, FLUSH WITH THE GROUND.
 DK0207'
 DK0207'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE LEFLORE
 DK0207'COUNTY COURTHOUSE, IN GREENWOOD, GO NORTHEAST ON MARKET STREET
 DK0207'FOR 0.15 MILE TO IS INTERSECTION WITH MAIN STREET, TURN RIGHT
 DK0207'(SOUTHEAST) AND GO 1.2 MILES ON MAIN STREET TO THE U.S. HIGHWAY
 DK0207'82 OVERPASS, CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 0.7
 DK0207'MILE TO A CROSSROAD, TURN RIGHT CROSSING RAILROAD TRACKS
 DK0207'FOR 0.1 MILE TO A T INTERSECTION ON THE WEST SIDE OF THE
 DK0207'TRACKS, TURN RIGHT AND GO ALONG THE WEST SIDE OF THE TRACKS
 DK0207'FOR ABOUT 100 YARDS TO THE STATION ON THE LEFT.
 DK0207'
 DK0207'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG THE
 DK0207'EAST SIDE OF THE FENCED AREA AROUND THE WATER TANK AND THEN
 DK0207'ALONG THE WEST SIDE OF A FIELD FENCE FOR 0.3 MILE TO THE AZIMUTH
 DK0207'MARK ON THE RIGHT.
 DK0207'
 DK0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES S
 DK0207'OF GREENWOOD
 DK0207
 DK0207                          STATION RECOVERY (1972)
 DK0207
 DK0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0207'1.5 MI S FROM GREENWOOD.
 DK0207'LOCATED ABOUT 1.5 MILE SOUTH OF THE CENTER OF GREENWOOD, 0.7 MILE
 DK0207'SOUTHWEST OF THE OVERPASS AT U.S. HIGHWAY 82 AND 49.  ON THE PROPERTY
 DK0207'OF THE GREENWOOD-LEFLORE INDUSTRIAL PARK IN THE SOUTHWEST ANGLE OF THE
 DK0207'INTERSECTION OF A BLACK TOP COUNTY ROAD AND EDISON STREET, 75.5 FEET
 DK0207'NORTHWEST OF THE CENTER OF THE BLACKTOP COUNTY ROAD, 138 FEET
 DK0207'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 74 FEET SOUTH OF A FIRE
 DK0207'HYDRANT, 115 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DK0207'SCOT-TANE GAS BUILDING 39 FEET SOUTHWEST OF THE CENTER OF EDISON
 DK0207'STREET, 44 FEET SOUTHEAST OF A ANCHOR POST FOR A RADIO MAST, AND 1
 DK0207'FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS 6 INCHES BELOW THE
 DK0207'SURFACE OF THE GROUND.  TO REACH THE MARK FROM THE OVERPASS AT U.S.
 DK0207'HIGHWAY 82 AND 49E IN SOUTH GREENWOOD GO SOUTH ON U.S. HIGHWAY 49E FOR
 DK0207'0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO THE WEST SIDE
 DK0207'OF THE TRACK, TURN RIGHT FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT.
 DK0207
 DK0207                          STATION RECOVERY (1981)
 DK0207
 DK0207'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0207'RECOVERED IN GOOD CONDITION.
 DK0207
 DK0207                          STATION RECOVERY (1986)
 DK0207
 DK0207'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0207'RECOVERED IN GOOD CONDITION.
 DK0207
 DK0207                          STATION RECOVERY (2007)
 DK0207
 DK0207'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0207'RECOVERED IN GOOD CONDITION.
 DK0207
 DK0207                          STATION RECOVERY (2008)
 DK0207
 DK0207'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0206 ***********************************************************************
 DK0206  DESIGNATION -  GREENWOOD AZ MK RESET
 DK0206  PID         -  DK0206
 DK0206  STATE/COUNTY-  MS/LEFLORE
 DK0206  USGS QUAD   -  GREENWOOD (1982)
 DK0206
 DK0206                         *CURRENT SURVEY CONTROL
 DK0206  ___________________________________________________________________
 DK0206* NAD 83(1986)-  33 30 01.     (N)    090 11 21.     (W)     SCALED    
 DK0206* NAVD 88     -        38.487  (meters)     126.27   (feet)  ADJUSTED  
 DK0206  ___________________________________________________________________
 DK0206  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK0206  DYNAMIC HT  -          38.447 (meters)     126.14  (feet)  COMP
 DK0206  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 DK0206
 DK0206  VERT ORDER  -  SECOND    CLASS 0
 DK0206
 DK0206.The horizontal coordinates were scaled from a topographic map and have
 DK0206.an estimated accuracy of +/- 6 seconds.
 DK0206
 DK0206.The orthometric height was determined by differential leveling
 DK0206.and adjusted in June 1991.
 DK0206
 DK0206.The geoid height was determined by GEOID03.
 DK0206
 DK0206.The dynamic height is computed by dividing the NAVD 88
 DK0206.geopotential number by the normal gravity value computed on the
 DK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0206.degrees latitude (g = 980.6199 gals.).
 DK0206
 DK0206.The modeled gravity was interpolated from observed gravity values.
 DK0206
 DK0206;                    North         East    Units  Estimated Accuracy
 DK0206;SPC MS W     -   443,530.      713,400.      MT  (+/- 180 meters Scaled)
 DK0206
 DK0206                          SUPERSEDED SURVEY CONTROL
 DK0206
 DK0206  NGVD 29 (??/??/??)   38.558  (m)          126.50   (f) ADJUSTED    2 0
 DK0206
 DK0206.Superseded values are not recommended for survey control.
 DK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0206.See file dsdata.txt to determine how the superseded data were derived.
 DK0206
 DK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT611102(NAD 83)
 DK0206_MARKER: DZ = AZIMUTH MARK DISK
 DK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0206_STAMPING: GREENWOOD RESET 1961 1939
 DK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0206+STABILITY: SURFACE MOTION
 DK0206
 DK0206  HISTORY     - Date     Condition        Report By
 DK0206  HISTORY     - 1961     MONUMENTED       MSHD
 DK0206  HISTORY     - 1967     GOOD             MSHD
 DK0206
 DK0206                          STATION DESCRIPTION
 DK0206
 DK0206'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0206'2.4 MI SW FROM GREENWOOD.
 DK0206'THE MARK IS LOCATED 1.3 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0206'GREENWOOD IN A FENCE LINE JUST EAST OF A RADIO TOWER, APPROXIMATELY
 DK0206'0.4 MILE NORTHEAST OF THE AIRPORT TERMINAL AND IS IN THE NORTHEAST 1/4
 DK0206'OF SECTION 21, T 19N, R 1E.  IT IS APPROXIMATELY 0.3 MILE NORTH OF
 DK0206'TRIANGULATION STATION GREENWOOD, 28 FEET EAST OF THE NORTHEAST LEG OF
 DK0206'A SMALL FOUR LEGGED STEEL TOWER, 4.5 FEET WEST OF A FENCE, 16 FEET
 DK0206'EAST OF THE EXTENDED TANGENT OF A GRAVEL ROAD, 40 FEET NORTH OF THE
 DK0206'EXTENDED NORTH WALL OF A SMALL WHITE BUILDING, 76.5 FEET NORTHEAST OF
 DK0206'THE NORTHEAST CORNER OF THE SMALL WHITE BUILDING AND 1 FOOT SOUTH OF A
 DK0206'METAL WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE
 DK0206'COUNTY COURTHOUSE IN GREENWOOD GO NE ON MARKET STREET FOR 0.15 MILE TO
 DK0206'THE INTERSECTION OF MAIN STREET.  TURN RIGHT (SE) AND CONTINUE ON MAIN
 DK0206'STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS. CONTINUE SW ON
 DK0206'U.S. HIGHWAY 49E FOR 0.7 MILE TO A CROSSROADS. TURN RIGHT (NW) AND
 DK0206'CONTINUE ON A BLACKTOP ROAD FOR 0.1 MILE TO A T INTERSECTION ON THE
 DK0206'WEST SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK. TURN RIGHT (NE) AND
 DK0206'CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO TRIANGULATION STATION
 DK0206'GREENWOOD ON THE LEFT.  TO REACH THE AZIMUTH FROM THIS POINT GO NE AND
 DK0206'NORTH ALONG THE WEST SIDE OF THE AIRPORT BOUNDARY FENCE FOR 0.3 MILE
 DK0206'TO A SMALL WHITE BUILDING ON THE LEFT AND THE MARK ON THE RIGHT AS
 DK0206'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1756 ***********************************************************************
 DK1756  DESIGNATION -  GREENWOOD COMMUNITY TV MAST
 DK1756  PID         -  DK1756
 DK1756  STATE/COUNTY-  MS/LEFLORE
 DK1756  USGS QUAD   -  GREENWOOD (1982)
 DK1756
 DK1756                         *CURRENT SURVEY CONTROL
 DK1756  ___________________________________________________________________
 DK1756* NAD 83(1993)-  33 31 52.72369(N)    090 08 42.41162(W)     ADJUSTED  
 DK1756* NAVD 88     -              **(meters)            **(feet)            
 DK1756  ___________________________________________________________________
 DK1756  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DK1756  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1756  HORZ ORDER  -  THIRD
 DK1756
 DK1756.The horizontal coordinates were established by classical geodetic methods
 DK1756.and adjusted by the National Geodetic Survey in May 1994.
 DK1756
 DK1756
 DK1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1756
 DK1756.The geoid height was determined by GEOID03.
 DK1756
 DK1756;                    North         East     Units Scale Factor Converg.
 DK1756;SPC MS W     -   446,979.682   717,482.626   MT  0.99995377   +0 06 14.3
 DK1756;SPC MS W     - 1,466,465.84  2,353,940.92   sFT  0.99995377   +0 06 14.3
 DK1756;UTM  15      - 3,713,841.264   765,124.699   MT  1.00046668   +1 34 40.6
 DK1756
 DK1756                          SUPERSEDED SURVEY CONTROL
 DK1756
 DK1756  NAD 83(1986)-  33 31 52.73479(N)    090 08 42.40853(W) AD(       ) 4
 DK1756  NAD 27      -  33 31 52.30600(N)    090 08 42.10900(W) AD(       ) 3
 DK1756
 DK1756.Superseded values are not recommended for survey control.
 DK1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1756.See file dsdata.txt to determine how the superseded data were derived.
 DK1756
 DK1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6512513841(NAD 83)
 DK1756_MARKER: 42 = RADIO/TV MAST
 DK1756
 DK1756  HISTORY     - Date     Condition        Report By
 DK1756  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1756  HISTORY     - 1957     GOOD             CGS
 DK1756  HISTORY     - 1967     GOOD             MSHD
 DK1756  HISTORY     - 1969     GOOD             CGS
 DK1756
 DK1756                          STATION DESCRIPTION
 DK1756
 DK1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1756'THE STATION IS THE CENTER OF THE TOP OF THE GREENWOOD COMMUNITY
 DK1756'TV INC., MAST.  IT IS LOCATED ABOUT 2.0 MILES NORTH OF THE
 DK1756'CENTER OF GREENWOOD, ON PROPERTY OWNED BY MR. A.P. HAYNES.
 DK1756'THE MAST IS A UNIFORM CROSS SECTION STEEL TOWER SUPPORTED
 DK1756'BY GUY WIRES, AND PAINTED IN ALTERNATE SECTIONS OF RED AND
 DK1756'WHITE.  IT HAS A FLASHING RED LIGHT ATTACHED TO THE TOP AND
 DK1756'RED LIGHTS AT UNIFORM INTERVALS ON THE SIDE OF THE TOWER.
 DK1756'THE OVERALL HEIGHT IS 500 FEET.  TO REACH THE STATION FROM THE
 DK1756'INTERSECTION OF STATE HIGHWAY 7 AND MAIN STREET IN GREENWOOD,
 DK1756'GO NORTH ON HIGHWAY 7 FOR 2.0 MILES TO A Y INTERSECTION.
 DK1756'TAKE THE RIGHT FORK AND GO NORTH FOR 0.3 MILE TO A WIRE
 DK1756'GATE ON THE RIGHT.  GO THROUGH THE GATE AND ACROSS A FIELD
 DK1756'FOR 0.25 MILE TO THE STATION.
 DK1756
 DK1756                          STATION RECOVERY (1957)
 DK1756
 DK1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1756'STATION IS THE TOP CENTER OF A RED AND WHITE SLENDER STEEL
 DK1756'MAST ABOUT 500 FEET HIGH, USED FOR TELEVISION RECEPTION ONLY.
 DK1756'
 DK1756'THE MAST IS ABOUT 2-1/2 MILES EAST OF GREENWOOD ON STATE
 DK1756'ROUTE 7.
 DK1756
 DK1756                          STATION RECOVERY (1967)
 DK1756
 DK1756'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1756'THE STATION WAS VISITED 10-30-67 AND THE STATION WAS FOUND IN GOOD
 DK1756'CONDITION.
 DK1756'
 DK1756'THE STATION IS THE CENTER OF THE TOP OF THE GREENWOOD COMMUNITY TV
 DK1756'INCORPORATED MAST.  IT IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST
 DK1756'OF GREENWOOD APPROXIMATELY 500 FEET EAST OF THE CENTER OF A
 DK1756'BLACKTOP ROAD IN THE NORTHWEST 1/4 OF SECTION 12, T 19N, R 1E, ON
 DK1756'LAND OWNED BY MR. A.P. HAYNES.  THE MAST IS A UNIFORMED CROSS
 DK1756'SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES, PAINTED IN
 DK1756'ALTERNATE SECTIONS OF RED AND WHITE AND HAS A FLASHING RED LIGHT
 DK1756'ON THE TOP AND RED LIGHTS AT UNIFORM INTERVALS ON THE SIDE OF THE
 DK1756'TOWER.  THE OVERALL HEIGHT OF THE MAST IS 500 FEET.
 DK1756'
 DK1756'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY
 DK1756'COURTHOUSE IN GREENWOOD GO EAST ON MARKET STREET FOR 0.45 MILE TO
 DK1756'WHERE THE STREET CURVES SHARP LEFT AND THE BEGINNING OF MOORE
 DK1756'STREET.  CONTINUE NORTHEAST ON MOORE STREET FOR 0.1 MILE TO RAY
 DK1756'STREET ON THE RIGHT.  TURN RIGHT (NORTHEAST) AND CONTINUE ON RAY
 DK1756'STREET FOR 0.8 MILE TO THE BEGINNING OF MISSISSIPPI HIGHWAY 7.
 DK1756'CONTINUE EAST ON MISSISSIPPI HIGHWAY 7 FOR 0.8 MILE TO A FORK.
 DK1756'TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR
 DK1756'0.2 MILE TO THE MAST ON THE RIGHT APPROXIMATELY 500 FEET EAST
 DK1756'OF THE CENTER OF THE BLACKTOP ROAD.
 DK1756
 DK1756                          STATION RECOVERY (1969)
 DK1756
 DK1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 DK1756'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1757 ***********************************************************************
 DK1757  DESIGNATION -  GREENWOOD COMPRESS CO TANK
 DK1757  PID         -  DK1757
 DK1757  STATE/COUNTY-  MS/LEFLORE
 DK1757  USGS QUAD   -  GREENWOOD (1982)
 DK1757
 DK1757                         *CURRENT SURVEY CONTROL
 DK1757  ___________________________________________________________________
 DK1757* NAD 83(1993)-  33 30 54.43528(N)    090 10 28.52101(W)     ADJUSTED  
 DK1757* NAVD 88     -              **(meters)            **(feet)            
 DK1757  ___________________________________________________________________
 DK1757  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DK1757  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1757  HORZ ORDER  -  THIRD
 DK1757
 DK1757.The horizontal coordinates were established by classical geodetic methods
 DK1757.and adjusted by the National Geodetic Survey in May 1994.
 DK1757
 DK1757
 DK1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1757
 DK1757.The geoid height was determined by GEOID03.
 DK1757
 DK1757;                    North         East     Units Scale Factor Converg.
 DK1757;SPC MS W     -   445,179.360   714,747.616   MT  0.99995268   +0 05 15.5
 DK1757;SPC MS W     - 1,460,559.28  2,344,967.80   sFT  0.99995268   +0 05 15.5
 DK1757;UTM  15      - 3,711,970.257   762,435.536   MT  1.00044919   +1 33 39.5
 DK1757
 DK1757                          SUPERSEDED SURVEY CONTROL
 DK1757
 DK1757  NAD 83(1986)-  33 30 54.44644(N)    090 10 28.51786(W) AD(       ) 4
 DK1757  NAD 27      -  33 30 54.00900(N)    090 10 28.22100(W) AD(       ) 3
 DK1757
 DK1757.Superseded values are not recommended for survey control.
 DK1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1757.See file dsdata.txt to determine how the superseded data were derived.
 DK1757
 DK1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6243611970(NAD 83)
 DK1757_MARKER: 53 = ELEVATED TANK
 DK1757
 DK1757  HISTORY     - Date     Condition        Report By
 DK1757  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1757  HISTORY     - 1955     GOOD             CGS
 DK1757  HISTORY     - 1967     GOOD             MSHD
 DK1757
 DK1757                          STATION DESCRIPTION
 DK1757
 DK1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK1757'RECOVERED IN GOOD CONDITION.  STATION WAS NOT DESCRIBED WHEN
 DK1757'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 DK1757'
 DK1757'THE ELEVATED WATER TANK OF THE GREENWOOD COMPRESS AND STORAGE
 DK1757'COMPANY, LOCATED AT THE NORTHWEST CORNER OF THE JUNCTION
 DK1757'OF AVENUE F AND LONGINO STREET IN THE CITY OF GREENWOOD, 154
 DK1757'FEET NORTH OF THE CENTERLINE OF LONGINO STREET, AND 68 FEET
 DK1757'WEST OF THE CENTERLINE OF AVENUE F.
 DK1757'
 DK1757'IT IS A FOUR-LEGGED STEEL STRUCTURE, WITH CONICAL ROOF AND
 DK1757'SMALL BALL APEX, ABOUT 125 FEET HIGH PAINTED SILVER AND WAS
 DK1757'ERECTED ABOUT 1923.
 DK1757
 DK1757                          STATION RECOVERY (1967)
 DK1757
 DK1757'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1757'THE STATION WAS VISITED 10-31-67 AND THE STATION WAS FOUND IN GOOD
 DK1757'CONDITION.
 DK1757'
 DK1757'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE GROUNDS OF THE
 DK1757'GREENWOOD COMPRESS AND STORAGE COMPANY IN THE NORTHWEST ANGLE OF THE
 DK1757'INTERSECTION OF LONGION STREET AND AVENUE F IN THE SOUTHEAST
 DK1757'SECTION OF GREENWOOD.  IT IS A TANK WITH A HEMISPHERICAL TYPE
 DK1757'BOTTOM AND A CONICAL TOP WITH A BALL ON THE FINAL AND IS
 DK1757'SUPPORTED BY FOUR STEEL LEGS.  IT IS PAINTED SILVER WITH THE
 DK1757'LETTERS GREENWOOD COMPRESS IN BLACK ON THE NORTH AND SOUTH SIDE.
 DK1757'IT IS APPROXIMATELY 125 FEET HIGH AND WAS ERECTED IN 1923.
 DK1757'
 DK1757'TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE GO
 DK1757'EAST ON MARKET STREET FOR 0.15 MILE TO THE INTERSECTION OF MAIN
 DK1757'STREET.  TURN RIGHT (SOUTH) AND CONTINUE ON MAIN STREET FOR 0.25
 DK1757'MILE TO THE INTERSECTION OF JOHNSON STREET ON THE SOUTH SIDE OF
 DK1757'THE COLUMBUS AND GREENVILLE RAILROAD TRACK.  TURN LEFT (EAST) AND
 DK1757'CONTINUE ON JOHNSON STREET FOR 0.25 MILE TO THE CROSSING OF THE
 DK1757'ILLINOIS CENTRAL RAILROAD TRACK AND THE BEGINNING OF
 DK1757'CARROLLTON STREET.  CONTINUE EAST ON CARROLLTON STREET FOR 0.1
 DK1757'MILE TO AVENUE F ON THE RIGHT.  TURN RIGHT (SOUTH) AND CONTINUE
 DK1757'ON AVENUE F FOR 0.15 MILE TO LONGINO STREET AND THE TANK ON THE
 DK1757'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0289 ***********************************************************************
 CP0289  DESIGNATION -  GREENWOOD DBM
 CP0289  PID         -  CP0289
 CP0289  STATE/COUNTY-  MS/HINDS
 CP0289  USGS QUAD   -  CLINTON (1980)
 CP0289
 CP0289                         *CURRENT SURVEY CONTROL
 CP0289  ___________________________________________________________________
 CP0289* NAD 83(1986)-  32 18 21.     (N)    090 19 03.     (W)     SCALED    
 CP0289* NAVD 88     -        86.016  (meters)     282.20   (feet)  ADJUSTED  
 CP0289  ___________________________________________________________________
 CP0289  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0289  DYNAMIC HT  -          85.916 (meters)     281.88  (feet)  COMP
 CP0289  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CP0289
 CP0289  VERT ORDER  -  FIRST     CLASS I
 CP0289
 CP0289.The horizontal coordinates were scaled from a topographic map and have
 CP0289.an estimated accuracy of +/- 6 seconds.
 CP0289
 CP0289.The orthometric height was determined by differential leveling
 CP0289.and adjusted in June 1991.
 CP0289
 CP0289.The geoid height was determined by GEOID03.
 CP0289
 CP0289.The dynamic height is computed by dividing the NAVD 88
 CP0289.geopotential number by the normal gravity value computed on the
 CP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0289.degrees latitude (g = 980.6199 gals.).
 CP0289
 CP0289.The modeled gravity was interpolated from observed gravity values.
 CP0289
 CP0289;                    North         East    Units  Estimated Accuracy
 CP0289;SPC MS W     -   311,060.      701,490.      MT  (+/- 180 meters Scaled)
 CP0289
 CP0289                          SUPERSEDED SURVEY CONTROL
 CP0289
 CP0289  NGVD 29 (??/??/??)   86.028  (m)          282.24   (f) ADJUSTED    1 1
 CP0289
 CP0289.Superseded values are not recommended for survey control.
 CP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0289.See file dsdata.txt to determine how the superseded data were derived.
 CP0289
 CP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR525774(NAD 83)
 CP0289_MARKER: P = PIPE CAP
 CP0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0289
 CP0289  HISTORY     - Date     Condition        Report By
 CP0289  HISTORY     - UNK      MONUMENTED       DOD
 CP0289  HISTORY     - 1978     GOOD             MSHD
 CP0289  HISTORY     - 20051017 GOOD             MSSU
 CP0289
 CP0289                          STATION DESCRIPTION
 CP0289
 CP0289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 CP0289'2.2 MI SE FROM CLINTON.
 CP0289'THE MARK IS LOCATED 2.2 MILES SOUTHEAST OF CLINTON ON THE SITE OF THE
 CP0289'U.S.E. WATERWAYS EXPERIMENT STATION ABOUT 0.1 MILE EAST OF THE BATON
 CP0289'ROUGE CONTROL HOUSE ABOUT 100 YARDS NORTH OF A PAVED ROAD, 7.7 MILES
 CP0289'WEST OF THE CENTER OF DOWNTOWN JACKSON IN THE NORTHEAST 1/4 OF SECTION
 CP0289'5, T 5N, R 1W.  IT IS 383 FEET NORTHEAST OF THE CENTER OF THE
 CP0289'STANDPIPE FOR A WATER TANK, 41.5 FEET EAST OF THE SOUTHEAST CORNER OF
 CP0289'THE MODEL WITH THE NUMBERS X 74/180 EMBEDED IN THE CONCRETE, 4.5 FEET
 CP0289'SOUTHEAST OF A 3 INCH PIPE WHICH ENCASES A SHALLOW BENCH MODEL, 0.9
 CP0289'FEET NORTH OF A 4 INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE
 CP0289'RIVER MODEL, THE TOP OF A 3/4 INCH IRON ROD WHICH IS SET IN CONCRETE
 CP0289'ABOUT 20 FEET BELOW THE SURFACE OF THE GROUND AND IS ENCASED IN A 1
 CP0289'INCH AND A 3 INCH IRON PIPE WITH CAP WHICH PROJECTS 2 INCHES ABOVE THE
 CP0289'GROUND.  NOTE-- TO REACH FROM THE SOUTH ENTRANCE TO MISSISSIPPI
 CP0289'COLLEGE IN CLINTON GO EAST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO A
 CP0289'CROSSROAD.  TURN RIGHT AND GO SOUTH ON SPRINGRIDGE ROAD FOR 2 MILES TO
 CP0289'A CROSSROAD JUST BEYOND A RAILROAD TRACK.  TURN LEFT AND GO EAST ON
 CP0289'MCRAVEN ROAD FOR 0.35 MILE TO THE ENTRANCE TO THE EXPERIMENT STATION
 CP0289'ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO
 CP0289'A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR ABOUT 100
 CP0289'YARDS TO THE MARK ON THE LEFT.
 CP0289
 CP0289                          STATION RECOVERY (2005)
 CP0289
 CP0289'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 CP0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1767 ***********************************************************************
 DK1767  DESIGNATION -  GREENWOOD FARMERS COOP ELEV
 DK1767  PID         -  DK1767
 DK1767  STATE/COUNTY-  MS/LEFLORE
 DK1767  USGS QUAD   -  GREENWOOD (1982)
 DK1767
 DK1767                         *CURRENT SURVEY CONTROL
 DK1767  ___________________________________________________________________
 DK1767* NAD 83(1993)-  33 30 47.12474(N)    090 12 19.84865(W)     ADJUSTED  
 DK1767* NAVD 88     -              **(meters)            **(feet)            
 DK1767  ___________________________________________________________________
 DK1767  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DK1767  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1767  HORZ ORDER  -  THIRD
 DK1767
 DK1767.The horizontal coordinates were established by classical geodetic methods
 DK1767.and adjusted by the National Geodetic Survey in May 1994.
 DK1767
 DK1767
 DK1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1767
 DK1767.The geoid height was determined by GEOID03.
 DK1767
 DK1767;                    North         East     Units Scale Factor Converg.
 DK1767;SPC MS W     -   444,950.171   711,874.965   MT  0.99995174   +0 04 14.1
 DK1767;SPC MS W     - 1,459,807.35  2,335,543.11   sFT  0.99995174   +0 04 14.1
 DK1767;UTM  15      - 3,711,667.139   759,568.329   MT  1.00043073   +1 32 37.6
 DK1767
 DK1767                          SUPERSEDED SURVEY CONTROL
 DK1767
 DK1767  NAD 83(1986)-  33 30 47.13582(N)    090 12 19.84550(W) AD(       ) 4
 DK1767  NAD 27      -  33 30 46.71000(N)    090 12 19.54300(W) AD(       ) 3
 DK1767
 DK1767.Superseded values are not recommended for survey control.
 DK1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1767.See file dsdata.txt to determine how the superseded data were derived.
 DK1767
 DK1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5956811667(NAD 83)
 DK1767_MARKER: 65 = GRAIN ELEVATOR
 DK1767
 DK1767  HISTORY     - Date     Condition        Report By
 DK1767  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1767  HISTORY     - 1964     GOOD             CGS
 DK1767  HISTORY     - 1967     GOOD             MSHD
 DK1767
 DK1767                          STATION DESCRIPTION
 DK1767
 DK1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1767'THE STATION IS IN THE SOUTHWESTERN PART OF THE TOWN OF GREENWOOD,
 DK1767'0.4 MILE SOUTH OF THE BRIDGE OVER THE YALOBUSHA RIVER AND
 DK1767'ABOUT 200 YARDS WEST OF U.S. HIGHWAY 49E AND 82.
 DK1767'
 DK1767'THE ELEVATOR IS A CONCRETE STRUCTURE THAT LIES IN A NORTH-SOUTH
 DK1767'DIRECTION AND IS ABOUT 150 LONG AND 162 FEET IN HEIGHT AT THE
 DK1767'SOUTH END OF ELEVATOR.
 DK1767'
 DK1767'THE STATION IS THE TOP CENTER OF THE HIGHEST PART OF ELEVATOR.
 DK1767
 DK1767                          STATION RECOVERY (1964)
 DK1767
 DK1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DK1767'THE STATION WAS RECOVERED AS DESCRIBED.
 DK1767
 DK1767                          STATION RECOVERY (1967)
 DK1767
 DK1767'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1767'THE STATION WAS VISITED 10-31-67 AND THE STATION WAS FOUND IN GOOD
 DK1767'CONDITION.
 DK1767'
 DK1767'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES WEST SOUTHWEST OF THE
 DK1767'MAIN PART OF GREENWOOD, 0.35 MILE SOUTH OF THE BRIDGE OVER YAZOO
 DK1767'RIVER, APPROXIMATELY 400 FEET WEST OF THE CENTER OF U.S. HIGHWAY 82
 DK1767'AND IS IN THE NORTHWEST 1/4 OF SECTION 16, T 19N, R 1E.  THE
 DK1767'ELEVATOR IS A SERIES OF SILO TYPE CONCRETE STRUCTURES IN A
 DK1767'NORTH-SOUTH DIRECTION WITH A SQUARE STRUCTURE THAT IS HIGHER
 DK1767'THAN THE OTHER PART OF THE ELEVATOR ON THE SOUTHERN END.  THE
 DK1767'CENTER OF THE TOP OF THE HIGHEST PART OF THE ELEVATOR WAS THE
 DK1767'POINT OBSERVED.
 DK1767'
 DK1767'TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL
 DK1767'IN GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE
 DK1767'INTERSECTION OF U.S. HIGHWAY 82.  TURN LEFT (SOUTH) AND CONTINUE ON
 DK1767'U.S. HIGHWAY 82 FOR 0.25 MILE TO THE ELEVATOR ON THE RIGHT AS
 DK1767'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1758 ***********************************************************************
 DK1758  DESIGNATION -  GREENWOOD FED COMPRESS CO TANK
 DK1758  PID         -  DK1758
 DK1758  STATE/COUNTY-  MS/LEFLORE
 DK1758  USGS QUAD   -  GREENWOOD (1982)
 DK1758
 DK1758                         *CURRENT SURVEY CONTROL
 DK1758  ___________________________________________________________________
 DK1758* NAD 83(1993)-  33 31 10.55342(N)    090 10 16.37590(W)     ADJUSTED  
 DK1758* NAVD 88     -              **(meters)            **(feet)            
 DK1758  ___________________________________________________________________
 DK1758  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DK1758  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1758  HORZ ORDER  -  THIRD
 DK1758
 DK1758.The horizontal coordinates were established by classical geodetic methods
 DK1758.and adjusted by the National Geodetic Survey in May 1994.
 DK1758
 DK1758
 DK1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1758
 DK1758.The geoid height was determined by GEOID03.
 DK1758
 DK1758;                    North         East     Units Scale Factor Converg.
 DK1758;SPC MS W     -   445,676.410   715,060.258   MT  0.99995280   +0 05 22.3
 DK1758;SPC MS W     - 1,462,190.02  2,345,993.53   sFT  0.99995280   +0 05 22.3
 DK1758;UTM  15      - 3,712,475.433   762,735.443   MT  1.00045113   +1 33 46.8
 DK1758
 DK1758                          SUPERSEDED SURVEY CONTROL
 DK1758
 DK1758  NAD 83(1986)-  33 31 10.56458(N)    090 10 16.37275(W) AD(       ) 4
 DK1758  NAD 27      -  33 31 10.13100(N)    090 10 16.07300(W) AD(       ) 3
 DK1758
 DK1758.Superseded values are not recommended for survey control.
 DK1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1758.See file dsdata.txt to determine how the superseded data were derived.
 DK1758
 DK1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6273512475(NAD 83)
 DK1758_MARKER: 53 = ELEVATED TANK
 DK1758
 DK1758  HISTORY     - Date     Condition        Report By
 DK1758  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1758  HISTORY     - 1955     GOOD             CGS
 DK1758  HISTORY     - 1967     GOOD             MSHD
 DK1758
 DK1758                          STATION DESCRIPTION
 DK1758
 DK1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK1758'RECOVERED IN GOOD CONDITION.  STATION WAS NOT DESCRIBED
 DK1758'WHEN ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 DK1758'
 DK1758'THE ELEVATED WATER TANK OF THE FEDERAL COMPRESS AND WAREHOUSE
 DK1758'COMPANY, LOCATED AT THE EAST TERMINATION OF YOUNG STREET IN
 DK1758'THE CITY OF GREENWOOD, 214 FEET EAST OF THE CENTERLINE OF
 DK1758'AVENUE A, AND 85 FEET NORTH OF THE CENTERLINE OF YOUNG
 DK1758'STREET.
 DK1758'
 DK1758'IT IS A FOUR-LEGGED STEEL STRUCTURE, WITH CONICAL ROOF AND BALL
 DK1758'APEX, ABOUT 125 FEET HIGH PAINTED SILVER AND WAS ERECTED ABOUT
 DK1758'1921.
 DK1758
 DK1758                          STATION RECOVERY (1967)
 DK1758
 DK1758'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1758'THE STATION WAS VISITED 10-31-67 AND THE STATION WAS FOUND IN GOOD
 DK1758'CONDITION.
 DK1758'
 DK1758'THE STATION IS LOCATED IN THE NORTH WESTERN SECTION OF THE GROUNDS
 DK1758'OF THE FEDERAL COMPRESS COMPANY GROUNDS IN THE EASTERN SECTION OF
 DK1758'GREENWOOD AND IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 DK1758'MCLEAN STREET AND AVENUE A.  IT IS A TANK WITH A HEMISPHERICAL TYPE
 DK1758'BOTTOM AND A CONICAL TOP WITH A BALL ON THE FINAL AND IS SUPPORTED
 DK1758'BY FOUR STEEL LEGS.  IT IS PAINTED SILVER WITH THE LETTERS FEDERAL
 DK1758'COMPRESS IN BLACK ON THE NORTHEAST AND SOUTHWEST SIDES OF THE TANK.
 DK1758'IT IS APPROXIMATELY 125 FEET HIGH AND WAS BUILT IN 1921.
 DK1758'
 DK1758'TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE
 DK1758'IN GREENWOOD GO EAST ON MARKET STREET FOR 0.15 MILE TO THE
 DK1758'INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTH) AND CONTINUE ON
 DK1758'MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF JOHNSON STREET ON
 DK1758'THE SOUTH SIDE OF THE COLUMBUS AND GREENVILLE RAILROAD TRACK.  TURN
 DK1758'LEFT (EAST) AND CONTINUE ON JOHNSON STREET FOR 0.25 MILE TO THE
 DK1758'CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK AND THE BEGINNING
 DK1758'OF CARROLLTON STREET.  CONTINUE EAST ON CARROLLTON STREET FOR 0.25
 DK1758'MILE TO AVENUE A ON THE LEFT.  TURN LEFT (NORTH) AND CONTINUE ON
 DK1758'AVENUE A FOR 0.15 MILE TO THE INTERSECTION OF MCLEAN STREET AND
 DK1758'THE TANK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1764 ***********************************************************************
 DK1764  DESIGNATION -  GREENWOOD MUNICIPAL TANK
 DK1764  PID         -  DK1764
 DK1764  STATE/COUNTY-  MS/LEFLORE
 DK1764  USGS QUAD   -  GREENWOOD (1982)
 DK1764
 DK1764                         *CURRENT SURVEY CONTROL
 DK1764  ___________________________________________________________________
 DK1764* NAD 83(1993)-  33 30 59.91499(N)    090 11 01.28141(W)     ADJUSTED  
 DK1764* NAVD 88     -              **(meters)            **(feet)            
 DK1764  ___________________________________________________________________
 DK1764  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DK1764  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1764  HORZ ORDER  -  THIRD
 DK1764
 DK1764.The horizontal coordinates were established by classical geodetic methods
 DK1764.and adjusted by the National Geodetic Survey in May 1994.
 DK1764
 DK1764
 DK1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1764
 DK1764.The geoid height was determined by GEOID03.
 DK1764
 DK1764;                    North         East     Units Scale Factor Converg.
 DK1764;SPC MS W     -   445,346.922   713,901.956   MT  0.99995238   +0 04 57.5
 DK1764;SPC MS W     - 1,461,109.03  2,342,193.33   sFT  0.99995238   +0 04 57.5
 DK1764;UTM  15      - 3,712,116.092   761,585.427   MT  1.00044369   +1 33 21.6
 DK1764
 DK1764                          SUPERSEDED SURVEY CONTROL
 DK1764
 DK1764  NAD 83(1986)-  33 30 59.92611(N)    090 11 01.27828(W) AD(       ) 4
 DK1764  NAD 27      -  33 30 59.48800(N)    090 11 00.97700(W) AD(       ) 3
 DK1764
 DK1764.Superseded values are not recommended for survey control.
 DK1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1764.See file dsdata.txt to determine how the superseded data were derived.
 DK1764
 DK1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6158512116(NAD 83)
 DK1764_MARKER: 53 = ELEVATED TANK
 DK1764
 DK1764  HISTORY     - Date     Condition        Report By
 DK1764  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1764  HISTORY     - 1955     GOOD             CGS
 DK1764  HISTORY     - 1967     GOOD             MSHD
 DK1764
 DK1764                          STATION DESCRIPTION
 DK1764
 DK1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK1764'RECOVERED IN GOOD CONDITION.  STATION WAS NOT DESCRIBED WHEN
 DK1764'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 DK1764'
 DK1764'THE ELEVATED WATER TANK OF THE GREENWOOD ELECTRIC LIGHT
 DK1764'AND WATER PLANT, LOCATED AT THE SOUTHEAST CORNER OF THE JUNCTION
 DK1764'OF COTTON STREET AND WRIGHT PLACE, 70 FEET EAST OF THE
 DK1764'CENTERLINE OF COTTON STREET, AND 122 FEET SOUTH OF THE
 DK1764'CENTERLINE OF WRIGHT PLACE.
 DK1764'
 DK1764'IT IS A FOUR-LEGGED STEEL STRUCTURE, WITH CONICAL ROOF AND
 DK1764'BALL APEX, ABOUT 125 FEET HIGH, PAINTED SILVER AND BLACK,
 DK1764'AND WAS ERECTED ABOUT 1902.
 DK1764
 DK1764                          STATION RECOVERY (1967)
 DK1764
 DK1764'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1764'THE STATION WAS VISITED 11-1-67 AND THE STATION WAS FOUND IN GOOD
 DK1764'CONDITION.
 DK1764'
 DK1764'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 DK1764'WRIGHT PLACE AND COTTON STREET IN GREENWOOD.  THE TANK HAS A
 DK1764'HEMISPHERICAL BOTTOM AND A CONICAL TOP WITH A BALL ON THE FINAL AND
 DK1764'IS SUPPORTED BY FOUR STEEL LEGS.  THE TOP OF THE TANK IS PAINTED
 DK1764'SILVER AND THE LEGS ARE PAINTED BLACK.  THE TANK IS APPROXIMATELY
 DK1764'125 FEET HIGH AND WAS ERECTED IN 1902.
 DK1764'
 DK1764'TO REACH FROM THE WEST SIDE OF THE LEFLORE COUNTY COURTHOUSE IN
 DK1764'GREENWOOD GO SOUTH ON COTTON STREET FOR 0.25 MILE TO WRIGHT PLACE
 DK1764'AND THE TANK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1761 ***********************************************************************
 DK1761  DESIGNATION -  GREENWOOD RAD STA KKA 987 MAST
 DK1761  PID         -  DK1761
 DK1761  STATE/COUNTY-  MS/LEFLORE
 DK1761  USGS QUAD   -  GREENWOOD (1982)
 DK1761
 DK1761                         *CURRENT SURVEY CONTROL
 DK1761  ___________________________________________________________________
 DK1761* NAD 83(1993)-  33 30 45.36646(N)    090 10 48.12543(W)     ADJUSTED  
 DK1761* NAVD 88     -              **(meters)            **(feet)            
 DK1761  ___________________________________________________________________
 DK1761  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DK1761  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1761  HORZ ORDER  -  THIRD
 DK1761
 DK1761.The horizontal coordinates were established by classical geodetic methods
 DK1761.and adjusted by the National Geodetic Survey in May 1994.
 DK1761
 DK1761
 DK1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1761
 DK1761.The geoid height was determined by GEOID03.
 DK1761
 DK1761;                    North         East     Units Scale Factor Converg.
 DK1761;SPC MS W     -   444,899.208   714,242.116   MT  0.99995250   +0 05 04.7
 DK1761;SPC MS W     - 1,459,640.15  2,343,309.34   sFT  0.99995250   +0 05 04.7
 DK1761;UTM  15      - 3,711,677.056   761,937.159   MT  1.00044597   +1 33 28.2
 DK1761
 DK1761                          SUPERSEDED SURVEY CONTROL
 DK1761
 DK1761  NAD 83(1986)-  33 30 45.37758(N)    090 10 48.12234(W) AD(       ) 4
 DK1761  NAD 27      -  33 30 44.94600(N)    090 10 47.82600(W) AD(       ) 3
 DK1761
 DK1761.Superseded values are not recommended for survey control.
 DK1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1761.See file dsdata.txt to determine how the superseded data were derived.
 DK1761
 DK1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6193711677(NAD 83)
 DK1761_MARKER: 42 = RADIO/TV MAST
 DK1761
 DK1761  HISTORY     - Date     Condition        Report By
 DK1761  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1761  HISTORY     - 1967     GOOD             MSHD
 DK1761
 DK1761                          STATION DESCRIPTION
 DK1761
 DK1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1761'THE STATION IS THE CENTER OF THE TOP OF THE DELTA ELECTRIC
 DK1761'POWER ASSOCIATION OF GREENWOOD MAST, LOCATED IN THE SOUTH
 DK1761'CENTRAL SECTION OF GREENWOOD.  IT IS IN THE SOUTHEAST CORNER
 DK1761'OF THE INTERSECTION OF HOWARD AND JACKSON STREETS.
 DK1761'THE NORTHEAST LEG OF THE STRUCTURE IS 4 FEET WEST OF THE
 DK1761'NORTHWEST CORNER OF A SMALL BRICK BUILDING WHICH IS THE
 DK1761'TRANSMITTER BUILDING AND THE SOUTHEAST LEG IS 3 FEET
 DK1761'WEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 DK1761'
 DK1761'THE MAST, A FOUR LEGGED, SELF SUPPORTING STEEL TOWER, HAS
 DK1761'A STEADY RED LIGHT AT THE TOP AND IS PAINTED IN ALTERNATE
 DK1761'SECTIONS OF RED AND WHITE.  IT IS 140 FEET HIGH AND HAS AN 8
 DK1761'FOOT UHF ANTENNA EXTENDING ABOVE THE TOWER.  THE OVERALL
 DK1761'HEIGHT IS 148 FEET.
 DK1761
 DK1761                          STATION RECOVERY (1967)
 DK1761
 DK1761'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1761'THE STATION WAS VISITED 10-31-67 AND THE STATION WAS FOUND IN GOOD
 DK1761'CONDITION.
 DK1761'
 DK1761'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF GREENWOOD AND
 DK1761'IS IN THE SOUTH EAST ANGLE OF THE INTERSECTION OF HOWARD AND JACKSON
 DK1761'STREETS.  THE MAST BELONGS TO THE DELTA ELECTRIC POWER ASSOCIATION.
 DK1761'THE MAST IS A FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE PAINTED
 DK1761'IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS A STEADY RED LIGHT
 DK1761'ON THE TOP.  THE MAST IS 140 FEET HIGH WITH AN 8 FOOT UHF ANTENNA
 DK1761'EXTENDING ABOVE THE TOWER.  THE CENTER OF THE TOP OF THE MAST WAS
 DK1761'THE POINT OBSERVED.
 DK1761'
 DK1761'TO REACH FROM THE EAST SIDE OF THE LEFLORE COUNTY COURTHOUSE IN
 DK1761'GREENWOOD GO SOUTH ON FULTON STREET FOR 0.45 MILE TO A T
 DK1761'INTERSECTION.  TURN LEFT (EAST) AND CONTINUE ON JACKSON STREET FOR
 DK1761'0.1 MILE TO HOWARD STREET ON THE LEFT AND THE TOWER ON THE RIGHT
 DK1761'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1766 ***********************************************************************
 DK1766  DESIGNATION -  GREENWOOD RAD WABG CEN MAST
 DK1766  PID         -  DK1766
 DK1766  STATE/COUNTY-  MS/LEFLORE
 DK1766  USGS QUAD   -  GREENWOOD (1982)
 DK1766
 DK1766                         *CURRENT SURVEY CONTROL
 DK1766  ___________________________________________________________________
 DK1766* NAD 83(1993)-  33 33 18.35039(N)    090 12 19.88942(W)     ADJUSTED  
 DK1766* NAVD 88     -              **(meters)            **(feet)            
 DK1766  ___________________________________________________________________
 DK1766  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DK1766  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK1766  HORZ ORDER  -  THIRD
 DK1766
 DK1766.The horizontal coordinates were established by classical geodetic methods
 DK1766.and adjusted by the National Geodetic Survey in May 1994.
 DK1766
 DK1766
 DK1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1766
 DK1766.The geoid height was determined by GEOID03.
 DK1766
 DK1766;                    North         East     Units Scale Factor Converg.
 DK1766;SPC MS W     -   449,609.120   711,868.171   MT  0.99995174   +0 04 14.3
 DK1766;SPC MS W     - 1,475,092.59  2,335,520.82   sFT  0.99995174   +0 04 14.3
 DK1766;UTM  15      - 3,716,326.600   759,441.632   MT  1.00042991   +1 32 43.7
 DK1766
 DK1766                          SUPERSEDED SURVEY CONTROL
 DK1766
 DK1766  NAD 83(1986)-  33 33 18.36144(N)    090 12 19.88632(W) AD(       ) 4
 DK1766  NAD 27      -  33 33 17.93200(N)    090 12 19.59200(W) AD(       ) 3
 DK1766
 DK1766.Superseded values are not recommended for survey control.
 DK1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1766.See file dsdata.txt to determine how the superseded data were derived.
 DK1766
 DK1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5944216327(NAD 83)
 DK1766_MARKER: 42 = RADIO/TV MAST
 DK1766
 DK1766  HISTORY     - Date     Condition        Report By
 DK1766  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1766  HISTORY     - 1957     GOOD             CGS
 DK1766  HISTORY     - 1960     GOOD             MSHD
 DK1766  HISTORY     - 1967     GOOD             MSHD
 DK1766
 DK1766                          STATION DESCRIPTION
 DK1766
 DK1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1766'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE
 DK1766'OF THREE MASTS OF RADIO STATION WABG, LOCATED ABOUT 2 MILES
 DK1766'NORTHWEST OF GREENWOOD AND 170 FEET NORTHEAST OF THE SMALL
 DK1766'TRANSMITTING SHACK.  IT IS A UNIFORM CROSS-SECTION STEEL
 DK1766'MAST, SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS
 DK1766'OF ORANGE AND WHITE AND HAS A FLASHING RED LIGHT ATTACHED
 DK1766'AT THE TOP.  THE HEIGHT IS 245 FEET.
 DK1766'
 DK1766'TO REACH THE STATION FROM THE NORTH END OF THE YAZOO RIVER
 DK1766'BRIDGE ON U.S. HIGHWAY NOS. 82 AND 49E BUSINESS ROUTES IN
 DK1766'GREENWOOD, GO NORTH ON HIGHWAY NOS. 82 AND 49E FOR 0.7 MILE
 DK1766'TO WHERE HIGHWAY NOS. 82 AND 49E TURN SHARP LEFT AND GRAND
 DK1766'BOULEVARD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 DK1766'NORTHWEST ON GRAND BOULEVARD FOR 1.75 MILES TO THE STATION
 DK1766'ON THE RIGHT.
 DK1766
 DK1766                          STATION RECOVERY (1957)
 DK1766
 DK1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1766'STATION IS THE TOP CENTER OF THE CENTER ONE OF THREE MASTS
 DK1766'IN A N-S LINE.  THE MAST IS A RED AND WHITE SLENDER STEEL
 DK1766'STRUCTURE ABOUT 245 FEET HIGH.  IT IS ABOUT 2 MILES
 DK1766'NORTH-NORTHWEST OF GREENWOOD ON THE ROAD LEADING FROM GREENWOOD
 DK1766'TO THE TOWN OF MONEY.
 DK1766
 DK1766                          STATION RECOVERY (1960)
 DK1766
 DK1766'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1766'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 DK1766
 DK1766                          STATION RECOVERY (1967)
 DK1766
 DK1766'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1766'THE STATION WAS VISITED 10-30-67 AND THE STATION WAS FOUND IN GOOD
 DK1766'CONDITION.
 DK1766'
 DK1766'THE STATION IS LOCATED 3.1 MILES NORTHWEST OF GREENWOOD AND 1.25
 DK1766'MILES NORTHWEST OF THE TALLAHATCHIE RIVER IN THE NORTHWEST, 1/4 OF
 DK1766'SECTION 33, T 20N, R 1E.  THE STATION IS THE CENTER OF THE TOP OF
 DK1766'THE CENTER ONE OF THREE MASTS OF RADIO STATION WABG.  IT
 DK1766'IS A UNIFORM CROSS SECTION STEEL MAST SUPPORTED BY GUY WIRES,
 DK1766'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND HAS A FLASHING
 DK1766'RED LIGHT ON THE TOP.  IT IS 245 FEET HIGH.
 DK1766'
 DK1766'TO REACH THE STATION FROM THE EAST SIDE OF THE LEFLORE COUNTY
 DK1766'COURTHOUSE IN GREENWOOD GO NORTH ON FULTON STREET (WHICH SHORTLY
 DK1766'BECOMES GRAND BLVD.) FOR 1.35 MILES TO THE BRIDGE OVER THE
 DK1766'TALLAHATCHIE RIVER.  CONTINUE NORTHWEST ON A BLACKTOP ROAD FOR
 DK1766'1.25 MILE TO THE TOWERS ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1768 ***********************************************************************
 DK1768  DESIGNATION -  GREENWOOD RADIO STA WGRM MAST
 DK1768  PID         -  DK1768
 DK1768  STATE/COUNTY-  MS/LEFLORE
 DK1768  USGS QUAD   -  GREENWOOD (1982)
 DK1768
 DK1768                         *CURRENT SURVEY CONTROL
 DK1768  ___________________________________________________________________
 DK1768* NAD 83(1993)-  33 32 02.69083(N)    090 11 41.54335(W)     ADJUSTED  
 DK1768* NAVD 88     -              **(meters)            **(feet)            
 DK1768  ___________________________________________________________________
 DK1768  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DK1768  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK1768  HORZ ORDER  -  THIRD
 DK1768
 DK1768.The horizontal coordinates were established by classical geodetic methods
 DK1768.and adjusted by the National Geodetic Survey in May 1994.
 DK1768
 DK1768
 DK1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1768
 DK1768.The geoid height was determined by GEOID03.
 DK1768
 DK1768;                    North         East     Units Scale Factor Converg.
 DK1768;SPC MS W     -   447,279.471   712,860.390   MT  0.99995204   +0 04 35.4
 DK1768;SPC MS W     - 1,467,449.40  2,338,776.13   sFT  0.99995204   +0 04 35.4
 DK1768;UTM  15      - 3,714,022.144   760,493.972   MT  1.00043666   +1 33 01.9
 DK1768
 DK1768                          SUPERSEDED SURVEY CONTROL
 DK1768
 DK1768  NAD 83(1986)-  33 32 02.70199(N)    090 11 41.54016(W) AD(       ) 4
 DK1768  NAD 27      -  33 32 02.27400(N)    090 11 41.23700(W) AD(       ) 3
 DK1768
 DK1768.Superseded values are not recommended for survey control.
 DK1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1768.See file dsdata.txt to determine how the superseded data were derived.
 DK1768
 DK1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6049414022(NAD 83)
 DK1768_MARKER: 42 = RADIO/TV MAST
 DK1768
 DK1768  HISTORY     - Date     Condition        Report By
 DK1768  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1768  HISTORY     - 1967     GOOD             MSHD
 DK1768
 DK1768                          STATION DESCRIPTION
 DK1768
 DK1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1768'STATION IS THE TOP CENTER OF A RED AND WHITE PAINTED SLENDER
 DK1768'STEEL MAST ABOUT 200 FEET HIGH.
 DK1768'
 DK1768'THE MAST IS ABOUT 0.5 MILE NORTHWEST OF THE CENTER OF GREENWOOD.
 DK1768
 DK1768                          STATION RECOVERY (1967)
 DK1768
 DK1768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1768'THE STATION WAS VISITED 11-1-67 AND THE STATION WAS FOUND IN GOOD
 DK1768'CONDITION.
 DK1768'
 DK1768'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTHWEST OF THE
 DK1768'APPROXIMATE CENTER OF GREENWOOD IN THE SOUTHEAST ANGLE OF
 DK1768'THE INTERSECTION OF WRIGHT STREET AND JEFF DAVIS AVENUE.  IT
 DK1768'IS A TUBE TYPE STEEL STRUCTURE SUPPORTED BY GUY WIRES WITH DOUBLE
 DK1768'RED LIGHTS SPACED UNIFORMLY ALONG THE TOWER.  IT IS PAINTED
 DK1768'ALTERNATELY RED AND WHITE AND IS APPROXIMATELY 200 FEET HIGH.
 DK1768'
 DK1768'TO REACH FROM THE EAST SIDE OF THE LEFLORE COUNTY COURTHOUSE
 DK1768'IN GREENWOOD GO NORTHWEST ON FULTON STREET FOR 0.2 MILE TO
 DK1768'THE INTERSECTION OF CLAIBORNE STREET.  CONTINUE NORTHWEST ON
 DK1768'GRAND BOULEVARD FOR 0.9 MILE TO THE INTERSECTION OF JEFF
 DK1768'DAVIS AVENUE.  TURN LEFT (SOUTHWEST) AND CONTINUE ON JEFF
 DK1768'DAVIS AVENUE FOR 0.2 MILE TO THE INTERSECTION OF WRIGHT STREET
 DK1768'AND THE MAST ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1762 ***********************************************************************
 DK1762  DESIGNATION -  GREENWOOD RADIO WUG 33 MAST
 DK1762  PID         -  DK1762
 DK1762  STATE/COUNTY-  MS/LEFLORE
 DK1762  USGS QUAD   -  GREENWOOD (1982)
 DK1762
 DK1762                         *CURRENT SURVEY CONTROL
 DK1762  ___________________________________________________________________
 DK1762* NAD 83(1993)-  33 31 22.07990(N)    090 10 31.73664(W)     ADJUSTED  
 DK1762* NAVD 88     -              **(meters)            **(feet)            
 DK1762  ___________________________________________________________________
 DK1762  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DK1762  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK1762  HORZ ORDER  -  THIRD
 DK1762
 DK1762.The horizontal coordinates were established by classical geodetic methods
 DK1762.and adjusted by the National Geodetic Survey in May 1994.
 DK1762
 DK1762
 DK1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1762
 DK1762.The geoid height was determined by GEOID03.
 DK1762
 DK1762;                    North         East     Units Scale Factor Converg.
 DK1762;SPC MS W     -   446,030.905   714,663.338   MT  0.99995265   +0 05 13.8
 DK1762;SPC MS W     - 1,463,353.06  2,344,691.30   sFT  0.99995265   +0 05 13.8
 DK1762;UTM  15      - 3,712,819.775   762,329.336   MT  1.00044850   +1 33 38.8
 DK1762
 DK1762                          SUPERSEDED SURVEY CONTROL
 DK1762
 DK1762  NAD 83(1986)-  33 31 22.09095(N)    090 10 31.73366(W) AD(       ) 4
 DK1762  NAD 27      -  33 31 21.66100(N)    090 10 31.43800(W) AD(       ) 3
 DK1762
 DK1762.Superseded values are not recommended for survey control.
 DK1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1762.See file dsdata.txt to determine how the superseded data were derived.
 DK1762
 DK1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6232912820(NAD 83)
 DK1762_MARKER: 42 = RADIO/TV MAST
 DK1762
 DK1762  HISTORY     - Date     Condition        Report By
 DK1762  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1762  HISTORY     - 1964     GOOD             CGS
 DK1762  HISTORY     - 1967     GOOD             MSHD
 DK1762
 DK1762                          STATION DESCRIPTION
 DK1762
 DK1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1762'THE STATION IS THE CENTER OF THE TOP OF THE U.S. ARMY, CORPS.
 DK1762'OF ENGINEERS MAST, AT THE GREENWOOD OFFICE OF THE CORPS.
 DK1762'OF ENGINEERS, VICKSBURG DISTRICT.  IT IS AT THE SOUTHWEST
 DK1762'CORNER OF MORE AND RAY STREETS IN THE NORTHEAST SECTION OF
 DK1762'GREENWOOD.
 DK1762'
 DK1762'THE MAST, A FOUR LEGGED, SELF SUPPORTING STEEL TOWER,
 DK1762'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, IS 150
 DK1762'FEET HIGH, HAS A 27 FOOT ANTENNA EXTENDING ABOVE THE TOWER
 DK1762'AND A FLASHING RED LIGHT AT THE TOP OF THE ANTENNA.  THE
 DK1762'OVERALL HEIGHT IS 177 FEET.
 DK1762
 DK1762                          STATION RECOVERY (1964)
 DK1762
 DK1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DK1762'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD. BOOK 330901,
 DK1762'STATION 1041.
 DK1762
 DK1762                          STATION RECOVERY (1967)
 DK1762
 DK1762'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1762'THE STATION WAS VISITED 10-30-67 AND THE STATION WAS FOUND IN GOOD
 DK1762'CONDITION.
 DK1762'
 DK1762'THE STATION IS LOCATED 0.55 MILE EAST NORTHEAST OF GREENWOOD IN THE
 DK1762'SOUTHEAST ANGLE OF THE INTERSECTION OF RAY AND MOORE STREETS AND ON
 DK1762'PROPERTY OWNED BY U.S. ARMY CORPS OF ENGINEERS.  THE STATION IS
 DK1762'THE CENTER OF THE TOP OF THE U.S. ARMY CORPS OF ENGINEERS MAST.
 DK1762'THE MAST IS A FOUR LEGGED SELF SUPPORTING STEEL TOWER, WITH A 27
 DK1762'FOOT ANTENNA ON THE TOP WITH A FLASHING RED LIGHT ATOP THE
 DK1762'ANTENNA.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 DK1762'WITH AN OVERALL HEIGHT OF 177 FEET.
 DK1762'
 DK1762'TO REACH THE STATION FROM THE SOUTH SIDE OF THE LEFLORE COUNTY
 DK1762'COURTHOUSE IN GREENWOOD GO EAST ON MARKET STREET FOR 0.45 MILE TO
 DK1762'WHERE THE STREET CURVES SHARP LEFT AND MOORE STREET BEGINS.
 DK1762'CONTINUE NORTHEAST ON MOORE STREET CROSSING OVER PELUCIA BAYOU FOR
 DK1762'0.1 MILE TO RAY STREET AND THE MAST ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0210 ***********************************************************************
 DK0210  DESIGNATION -  GREENWOOD RM 3
 DK0210  PID         -  DK0210
 DK0210  STATE/COUNTY-  MS/LEFLORE
 DK0210  USGS QUAD   -  SIDON (1982)
 DK0210
 DK0210                         *CURRENT SURVEY CONTROL
 DK0210  ___________________________________________________________________
 DK0210* NAD 83(1986)-  33 29 43.     (N)    090 11 26.     (W)     SCALED    
 DK0210* NAVD 88     -        39.09   (meters)     128.2    (feet)  RESET     
 DK0210  ___________________________________________________________________
 DK0210  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0210  VERT ORDER  -  THIRD
 DK0210
 DK0210.The horizontal coordinates were scaled from a topographic map and have
 DK0210.an estimated accuracy of +/- 6 seconds.
 DK0210
 DK0210.The orthometric height was computed from unverified reset data.
 DK0210
 DK0210.The geoid height was determined by GEOID03.
 DK0210
 DK0210;                    North         East    Units  Estimated Accuracy
 DK0210;SPC MS W     -   442,980.      713,270.      MT  (+/- 180 meters Scaled)
 DK0210
 DK0210                          SUPERSEDED SURVEY CONTROL
 DK0210
 DK0210  NGVD 29 (??/??/??)   39.15   (m)          128.4    (f) RESET       3  
 DK0210
 DK0210.Superseded values are not recommended for survey control.
 DK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0210.See file dsdata.txt to determine how the superseded data were derived.
 DK0210
 DK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT610097(NAD 83)
 DK0210_MARKER: DR = REFERENCE MARK DISK
 DK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0210_STAMPING: GREENWOOD NO 3 1939 1972
 DK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0210+STABILITY: SURFACE MOTION
 DK0210
 DK0210  HISTORY     - Date     Condition        Report By
 DK0210  HISTORY     - 1972     MONUMENTED       NGS
 DK0210  HISTORY     - 19811001 GOOD             MSSU
 DK0210  HISTORY     - 1986     GOOD             MSU
 DK0210
 DK0210                          STATION DESCRIPTION
 DK0210
 DK0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0210'1.5 MI SW FROM GREENWOOD.
 DK0210'LOCATED ABOUT 1.5 MILE SOUTH OF THE CENTER OF GREENWOOD AT THE EAST
 DK0210'EDGE OF THE GREENWOOD-LEFLORE INDUSTRIAL PARK, 130.97 FEET
 DK0210'NORTH-NORTHEAST OF THE STATION GREENWOOD, 90.5 FEET SOUTHEAST OF THE
 DK0210'NORTHEAST CORNER OF THE SCOT-TANE GAS BUILDING AND ON THE PROJECTED
 DK0210'PLANE OF THE NORTH WALL OF THE BUILDING, 63.5 FEET NORTHWEST OF THE
 DK0210'CENTER OF THE BLACKTOP COUNTY ROAD, 90 FEET NORTHEAST OF THE CENTER OF
 DK0210'EDISON STREET, 69 FEET NORTHEAST OF THE FIRE HYDRANT.  IT IS A
 DK0210'REFERENCE MARK DISK STAMPED GREENWOOD NO 3 1939 1972, FLUSH WITH THE
 DK0210'GROUND.  (NOTE 11A).  TO REACH THE MARK FROM THE OVERPASS AT THE
 DK0210'INTERSECTION OF U.S. HIGHWAYS 82 AND 49E, GO SOUTH ON 49 E FOR 0.7
 DK0210'MILE TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO THE WEST SIDE OF
 DK0210'THE TRACK, TURN RIGHT ON BLACKTOP ROAD AND GO ABOUT 100 YARDS TO THE
 DK0210'SCOT-TANE BUILDING AND THE MARK ON THE LEFT.
 DK0210
 DK0210                          STATION RECOVERY (1981)
 DK0210
 DK0210'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0210'RECOVERED IN GOOD CONDITION.
 DK0210
 DK0210                          STATION RECOVERY (1986)
 DK0210
 DK0210'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0211 ***********************************************************************
 DK0211  DESIGNATION -  GREENWOOD RM 4
 DK0211  PID         -  DK0211
 DK0211  STATE/COUNTY-  MS/LEFLORE
 DK0211  USGS QUAD   -  SIDON (1982)
 DK0211
 DK0211                         *CURRENT SURVEY CONTROL
 DK0211  ___________________________________________________________________
 DK0211* NAD 83(1986)-  33 29 42.     (N)    090 11 25.     (W)     SCALED    
 DK0211* NAVD 88     -        39.43   (meters)     129.4    (feet)  RESET     
 DK0211  ___________________________________________________________________
 DK0211  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DK0211  VERT ORDER  -  THIRD
 DK0211
 DK0211.The horizontal coordinates were scaled from a topographic map and have
 DK0211.an estimated accuracy of +/- 6 seconds.
 DK0211
 DK0211.The orthometric height was computed from unverified reset data.
 DK0211
 DK0211.The geoid height was determined by GEOID03.
 DK0211
 DK0211;                    North         East    Units  Estimated Accuracy
 DK0211;SPC MS W     -   442,950.      713,290.      MT  (+/- 180 meters Scaled)
 DK0211
 DK0211                          SUPERSEDED SURVEY CONTROL
 DK0211
 DK0211  NGVD 29 (??/??/??)   39.50   (m)          129.6    (f) RESET       3  
 DK0211
 DK0211.Superseded values are not recommended for survey control.
 DK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0211.See file dsdata.txt to determine how the superseded data were derived.
 DK0211
 DK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT610096(NAD 83)
 DK0211_MARKER: DR = REFERENCE MARK DISK
 DK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0211_STAMPING: GREENWOOD NO 4 1939 1972
 DK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0211+STABILITY: SURFACE MOTION
 DK0211
 DK0211  HISTORY     - Date     Condition        Report By
 DK0211  HISTORY     - 1972     MONUMENTED       NGS
 DK0211  HISTORY     - 19811001 GOOD             MSSU
 DK0211  HISTORY     - 1986     GOOD             MSU
 DK0211
 DK0211                          STATION DESCRIPTION
 DK0211
 DK0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0211'1.5 MI SW FROM GREENWOOD.
 DK0211'LOCATED ABOUT 1.5 MILES SOUTHWEST OF THE CENTER OF GREENWOOD AT THE
 DK0211'EAST EDGE OF THE GREENWOOD-LEFLORE INDUSTRIAL PARK.  BETWEEN THE
 DK0211'RAILROAD TRACKS AND THE BLACK TOP ROAD, 110.57 FEET SOUTHEAST OF THE
 DK0211'TRIANGULATION STATION GREENWOOD 1939, 27 FEET NORTHWEST OF THE
 DK0211'NORTHWEST RAIL OF THE TRACKS, 35 FEET SOUTHEAST OF THE CENTER OF THE
 DK0211'BLACK TOP COUNTY ROAD 31 FEET SOUTHWEST OF THE PROJECTED CENTERLINE OF
 DK0211'EDISON STREET, AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DK0211'FLUSH WITH THE GROUND.  TO REACH THE MARK FROM THE OVERPASS AT THE
 DK0211'INTERSECTION OF U.S. HIGHWAYS 82 AND 49E, GO SOUTH ON U.S. HIGHWAY 49E
 DK0211'FOR 0.7 MILE TO A CROSSROAD TURN RIGHT AND GO 0.1 MILE TO THE WEST
 DK0211'SIDE OF THE TRACKS, TURN RIGHT AND GO NORTH ABOUT 100 YARDS TO THE
 DK0211'MARK ON THE RIGHT.
 DK0211
 DK0211                          STATION RECOVERY (1981)
 DK0211
 DK0211'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK0211'RECOVERED IN GOOD CONDITION.
 DK0211
 DK0211                          STATION RECOVERY (1986)
 DK0211
 DK0211'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1986 (SG)
 DK0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1774 ***********************************************************************
 DK1774  DESIGNATION -  GREENWOOD TV STATION WABG MAST
 DK1774  PID         -  DK1774
 DK1774  STATE/COUNTY-  MS/LEFLORE
 DK1774  USGS QUAD   -  SHELLMOUND (1983)
 DK1774
 DK1774                         *CURRENT SURVEY CONTROL
 DK1774  ___________________________________________________________________
 DK1774* NAD 83(1993)-  33 31 35.71210(N)    090 16 12.98161(W)     ADJUSTED  
 DK1774* NAVD 88     -              **(meters)            **(feet)            
 DK1774  ___________________________________________________________________
 DK1774  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DK1774  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK1774  HORZ ORDER  -  THIRD
 DK1774
 DK1774.The horizontal coordinates were established by classical geodetic methods
 DK1774.and adjusted by the National Geodetic Survey in May 1994.
 DK1774
 DK1774
 DK1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1774
 DK1774.The geoid height was determined by GEOID03.
 DK1774
 DK1774;                    North         East     Units Scale Factor Converg.
 DK1774;SPC MS W     -   446,441.509   705,857.673   MT  0.99995042   +0 02 05.4
 DK1774;SPC MS W     - 1,464,700.18  2,315,801.38   sFT  0.99995042   +0 02 05.4
 DK1774;UTM  15      - 3,713,003.874   753,511.891   MT  1.00039241   +1 30 30.6
 DK1774
 DK1774                          SUPERSEDED SURVEY CONTROL
 DK1774
 DK1774  NAD 83(1986)-  33 31 35.72308(N)    090 16 12.97841(W) AD(       ) 4
 DK1774  NAD 27      -  33 31 35.29500(N)    090 16 12.67200(W) AD(       ) 3
 DK1774
 DK1774.Superseded values are not recommended for survey control.
 DK1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1774.See file dsdata.txt to determine how the superseded data were derived.
 DK1774
 DK1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5351213004(NAD 83)
 DK1774_MARKER: 42 = RADIO/TV MAST
 DK1774
 DK1774  HISTORY     - Date     Condition        Report By
 DK1774  HISTORY     - 1961     FIRST OBSERVED   MSHD
 DK1774  HISTORY     - 1967     GOOD             MSHD
 DK1774
 DK1774                          STATION DESCRIPTION
 DK1774
 DK1774'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 DK1774'LOCATED ABOUT 4.5 MILES WEST OF GREENWOOD ON THE NORTH SIDE
 DK1774'OF U.S. HIGHWAY 82.
 DK1774'
 DK1774'TO REACH FROM THE GREENWOOD-LEFLORE COUNTY HOSPITAL IN GREENWOOD,
 DK1774'GO NORTH-NORTHWEST ON U.S. HIGHWAY 82-49E BY-PASS FOR 2.65
 DK1774'MILES TO THE JUNCTION OF U.S. HIGHWAY 49 E, CONTINUE WEST ON
 DK1774'HIGHWAY 82 FOR 1.75 MILES TO THE STATION ON THE RIGHT.
 DK1774'
 DK1774'THE STATION IS A RED AND WHITE ANGULAR STEEL TOWER SET ON
 DK1774'A 4-FOOT SQUARE CONCRETE BASE, 387.5 FEET HIGH.
 DK1774
 DK1774                          STATION RECOVERY (1967)
 DK1774
 DK1774'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1774'THE STATION WAS VISITED 10-31-67 AND THE STATION WAS FOUND IN GOOD
 DK1774'CONDITION.
 DK1774'
 DK1774'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES WEST NORTHWEST OF
 DK1774'GREENWOOD, 3.7 MILES NORTHEAST OF ITTA BENA, 1.8 MILES WEST
 DK1774'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 82 AND U.S. HIGHWAY
 DK1774'49E AND IS IN THE NORTHEAST 1/4 OF SECTION 11, T 19N, R 1W.  THE
 DK1774'MAST IS A UNIFORM CROSS SECTION STEEL STRUCTURE PAINTED IN
 DK1774'ALTERNATE SECTIONS OF RED AND WHITE WITH A FLASHING RED LIGHT ON
 DK1774'THE TOP AND OTHER RED LIGHTS PLACED AT REGULAR INTERVAL ALONG THE
 DK1774'MAST.  IT IS 387.5 FEET HIGH.
 DK1774'
 DK1774'TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL
 DK1774'IN GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE
 DK1774'INTERSECTION OF U.S. HIGHWAY 82.  TURN RIGHT (NORTH NORTHWEST) AND
 DK1774'CONTINUE ON U.S. HIGHWAY 82 FOR 2.65 MILES TO U.S. HIGHWAY 49E ON
 DK1774'THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 1.8 MILES TO THE
 DK1774'TRANSMITTER AND THE TOWER ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1760 ***********************************************************************
 DK1760  DESIGNATION -  GREENWOOD UNION COMPRESS CO TK
 DK1760  PID         -  DK1760
 DK1760  STATE/COUNTY-  MS/LEFLORE
 DK1760  USGS QUAD   -  GREENWOOD (1982)
 DK1760
 DK1760                         *CURRENT SURVEY CONTROL
 DK1760  ___________________________________________________________________
 DK1760* NAD 83(1993)-  33 30 39.36150(N)    090 10 49.88042(W)     ADJUSTED  
 DK1760* NAVD 88     -              **(meters)            **(feet)            
 DK1760  ___________________________________________________________________
 DK1760  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DK1760  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1760  HORZ ORDER  -  THIRD
 DK1760
 DK1760.The horizontal coordinates were established by classical geodetic methods
 DK1760.and adjusted by the National Geodetic Survey in May 1994.
 DK1760
 DK1760
 DK1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1760
 DK1760.The geoid height was determined by GEOID03.
 DK1760
 DK1760;                    North         East     Units Scale Factor Converg.
 DK1760;SPC MS W     -   444,714.142   714,197.098   MT  0.99995248   +0 05 03.7
 DK1760;SPC MS W     - 1,459,032.98  2,343,161.65   sFT  0.99995248   +0 05 03.7
 DK1760;UTM  15      - 3,711,490.801   761,896.893   MT  1.00044571   +1 33 27.0
 DK1760
 DK1760                          SUPERSEDED SURVEY CONTROL
 DK1760
 DK1760  NAD 83(1986)-  33 30 39.37276(N)    090 10 49.87719(W) AD(       ) 4
 DK1760  NAD 27      -  33 30 38.92400(N)    090 10 49.58700(W) AD(       ) 3
 DK1760
 DK1760.Superseded values are not recommended for survey control.
 DK1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1760.See file dsdata.txt to determine how the superseded data were derived.
 DK1760
 DK1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6189711491(NAD 83)
 DK1760_MARKER: 53 = ELEVATED TANK
 DK1760
 DK1760  HISTORY     - Date     Condition        Report By
 DK1760  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1760  HISTORY     - 1955     GOOD             CGS
 DK1760  HISTORY     - 1960     GOOD             MSHD
 DK1760  HISTORY     - 1967     GOOD             MSHD
 DK1760  HISTORY     - 1969     GOOD             CGS
 DK1760
 DK1760                          STATION DESCRIPTION
 DK1760
 DK1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK1760'RECOVERED IN GOOD CONDITION.  STATION WAS NOT DESCRIBED WHEN
 DK1760'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 DK1760'
 DK1760'THE ELEVATED WATER TANK OF THE UNION COMPRESS AND WAREHOUSE
 DK1760'COMPANY, LOCATED AT THE SOUTH LIMITS OF THE CITY OF GREENWOOD,
 DK1760'ABOUT 600 FEET SOUTH OF JACKSON AVENUE, AND 100 FEET WEST
 DK1760'OF THE Y. AND M. V. RAILROAD.
 DK1760'
 DK1760'IT IS A FOUR-LEGGED STEEL STRUCTURE, WITH CONICAL ROOF AND
 DK1760'BALL APEX, ABOUT 125 FEET HIGH PAINTED SILVER AND WAS ERECTED
 DK1760'IN 1923.
 DK1760
 DK1760                          STATION RECOVERY (1960)
 DK1760
 DK1760'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1760'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 DK1760
 DK1760                          STATION RECOVERY (1967)
 DK1760
 DK1760'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1760'THE STATION WAS VISITED 10-31-67 AND THE STATION WAS FOUND IN GOOD
 DK1760'CONDITION.
 DK1760'
 DK1760'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE GROUNDS OF THE
 DK1760'UNION COMPRESS COMPANY IN GREENWOOD, APPROXIMATELY 400 FEET SOUTH OF
 DK1760'THE CENTER OF JACKSON STREET, APPROXIMATELY 100 FEET NORTHWEST OF
 DK1760'THE ILLINOIS CENTRAL RAILROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE
 DK1760'WITH HEMISPHERICAL BOTTOM AND A CONICAL TOP WITH A BALL ATOP THE
 DK1760'FINAL AND IS PAINTED SILVER WITH THE LETTERS UNION COMPRESS IN BLACK
 DK1760'ON THE SOUTHEAST SIDE OF THE TANK.
 DK1760'
 DK1760'TO REACH FROM THE EAST SIDE OF THE LEFLORE COUNTY COURTHOUSE IN
 DK1760'GREENWOOD GO SOUTH OF FULTON STREET FOR 0.45 MILE TO THE T
 DK1760'INTERSECTION WITH JACKSON STREET AND THE UNION COMPRESS COMPANY AND
 DK1760'THE TANK STRAIGHT AHEAD.
 DK1760
 DK1760                          STATION RECOVERY (1969)
 DK1760
 DK1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 DK1760'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1765 ***********************************************************************
 DK1765  DESIGNATION -  GREENWOOD YAZOO V OIL MILL TK
 DK1765  PID         -  DK1765
 DK1765  STATE/COUNTY-  MS/LEFLORE
 DK1765  USGS QUAD   -  GREENWOOD (1982)
 DK1765
 DK1765                         *CURRENT SURVEY CONTROL
 DK1765  ___________________________________________________________________
 DK1765* NAD 83(1993)-  33 31 00.76168(N)    090 12 24.13460(W)     ADJUSTED  
 DK1765* NAVD 88     -              **(meters)            **(feet)            
 DK1765  ___________________________________________________________________
 DK1765  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DK1765  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK1765  HORZ ORDER  -  THIRD
 DK1765
 DK1765.The horizontal coordinates were established by classical geodetic methods
 DK1765.and adjusted by the National Geodetic Survey in May 1994.
 DK1765
 DK1765
 DK1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1765
 DK1765.The geoid height was determined by GEOID03.
 DK1765
 DK1765;                    North         East     Units Scale Factor Converg.
 DK1765;SPC MS W     -   445,370.160   711,763.846   MT  0.99995171   +0 04 11.7
 DK1765;SPC MS W     - 1,461,185.27  2,335,178.55   sFT  0.99995171   +0 04 11.7
 DK1765;UTM  15      - 3,712,084.332   759,446.390   MT  1.00042995   +1 32 35.8
 DK1765
 DK1765                          SUPERSEDED SURVEY CONTROL
 DK1765
 DK1765  NAD 83(1986)-  33 31 00.77277(N)    090 12 24.13145(W) AD(       ) 4
 DK1765  NAD 27      -  33 31 00.34200(N)    090 12 23.83000(W) AD(       ) 3
 DK1765
 DK1765.Superseded values are not recommended for survey control.
 DK1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1765.See file dsdata.txt to determine how the superseded data were derived.
 DK1765
 DK1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5944612084(NAD 83)
 DK1765_MARKER: 53 = ELEVATED TANK
 DK1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1765+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 DK1765
 DK1765  HISTORY     - Date     Condition        Report By
 DK1765  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1765  HISTORY     - 1955     GOOD             CGS
 DK1765  HISTORY     - 1960     GOOD             MSHD
 DK1765  HISTORY     - 1964     GOOD             CGS
 DK1765  HISTORY     - 1967     GOOD             MSHD
 DK1765  HISTORY     - 20080328 GOOD             MSSU
 DK1765
 DK1765                          STATION DESCRIPTION
 DK1765
 DK1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK1765'RECOVERED IN GOOD CONDITION.  STATION WAS NOT DESCRIBED WHEN
 DK1765'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 DK1765'
 DK1765'THE ELEVATED WATER TANK OF THE BUCKEYE COTTON OIL PLANT,
 DK1765'LOCATED AT THE WESTERN LIMITS OF THE CITY OF GREENWOOD AND
 DK1765'JUST SOUTH OF THE YAZOO RIVER.  IT IS AT THE EXTREME WEST SIDE
 DK1765'OF THE PLANT, 49 FEET EAST OF THE CENTERLINE OF 13TH STREET,
 DK1765'102 FEET WEST OF A RED BRICK BUILDING, AND 52 FEET NORTHEAST
 DK1765'OF THE CENTER OF A WEST ENTRANCE GATE TO THE PLANT.
 DK1765'
 DK1765'IT IS A FOUR-LEGGED STEEL STRUCTURE, WITH CONICAL ROOF AND
 DK1765'BALL APEX, ABOUT 125 FEET HIGH PAINTED SILVER.
 DK1765
 DK1765                          STATION RECOVERY (1960)
 DK1765
 DK1765'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK1765'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED WITH THE
 DK1765'EXCEPTION THAT THE NAME OF THE COMPANY THAT OWNS THE TANK
 DK1765'IS NOW THE YAZOO VALLEY OIL MILL COMPANY.
 DK1765
 DK1765                          STATION RECOVERY (1964)
 DK1765
 DK1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DK1765'THE STATION WAS RECOVERED AS DESCRIBED.
 DK1765
 DK1765                          STATION RECOVERY (1967)
 DK1765
 DK1765'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1765'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD
 DK1765'CONDITION.
 DK1765'
 DK1765'THE STATION IS LOCATED APPROXIMATELY 1.65 MILES NORTHWEST OF THE
 DK1765'CENTER OF GREENWOOD ABOUT THE CENTER OF THE MOST WESTERN LIMITS OF
 DK1765'THE GROUNDS OF THE YAZOO VALLEY OIL MILL COMPANY, 0.1 MILE WEST OF
 DK1765'U.S. HIGHWAY 82.  THE TANK HAS A HEMISPHERICAL BOTTOM AND A
 DK1765'CONICAL TOP WITH A BALL ON THE FINAL AND IS SUPPORTED BY FOUR
 DK1765'STEEL LEGS.  IT IS PAINTED SILVER AND IS APPROXIMATELY 125 FEET
 DK1765'HIGH.
 DK1765'
 DK1765'TO REACH FROM THE SOUTH ENTRANCE TO THE GREENWOOD-LEFLORE HOSPITAL IN
 DK1765'GREENWOOD GO WEST ON STRONG AVENUE FOR 0.25 MILE TO THE INTERSECTION
 DK1765'OF U.S. HIGHWAY 82.  CONTINUE WEST ON STRONG AVENUE FOR 0.05 MILE
 DK1765'TO THE INTERSECTION OF TWELVTH STREET AND THE OIL COMPANY AND THE
 DK1765'TANK AS DESCRIBED.
 DK1765
 DK1765                          STATION RECOVERY (2008)
 DK1765
 DK1765'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (LB)
 DK1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1912 ***********************************************************************
 DJ1912  DESIGNATION -  GREGORY RESET
 DJ1912  PID         -  DJ1912
 DJ1912  STATE/COUNTY-  MS/CLAY
 DJ1912  USGS QUAD   -  WEST POINT (1987)
 DJ1912
 DJ1912                         *CURRENT SURVEY CONTROL
 DJ1912  ___________________________________________________________________
 DJ1912* NAD 83(1993)-  33 36 35.04821(N)    088 44 45.17060(W)     ADJUSTED  
 DJ1912* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 DJ1912  ___________________________________________________________________
 DJ1912  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DJ1912  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DJ1912  HORZ ORDER  -  THIRD
 DJ1912
 DJ1912.The horizontal coordinates were established by classical geodetic methods
 DJ1912.and adjusted by the National Geodetic Survey in May 1994.
 DJ1912
 DJ1912.The orthometric height was scaled from a topographic map.
 DJ1912
 DJ1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1912
 DJ1912.The geoid height was determined by GEOID03.
 DJ1912
 DJ1912;                    North         East     Units Scale Factor Converg.
 DJ1912;SPC MS E     -   455,665.126   308,115.646   MT  0.99995081   +0 02 54.3
 DJ1912;SPC MS E     - 1,494,961.33  1,010,876.08   sFT  0.99995081   +0 02 54.3
 DJ1912;UTM  16      - 3,720,251.844   338,028.344   MT  0.99992344   -0 57 59.8
 DJ1912
 DJ1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1912!SPC MS E     -   0.99999340  x   0.99995081  =   0.99994421
 DJ1912!UTM  16      -   0.99999340  x   0.99992344  =   0.99991684
 DJ1912
 DJ1912:                Primary Azimuth Mark                     Grid Az
 DJ1912:SPC MS E     -  WEST POINT RAD STA WROB MAST             089 00 40.7
 DJ1912:UTM  16      -  WEST POINT RAD STA WROB MAST             090 01 34.8
 DJ1912
 DJ1912|---------------------------------------------------------------------|
 DJ1912| PID    Reference Object                     Distance      Geod. Az  |
 DJ1912|                                                           dddmmss.s |
 DJ1912| DJ1915 WEST POINT RAD STA WROB MAST        APPROX. 8.4 KM 0890335.0 |
 DJ1912| DJ1916 WEST POINT KNICKERBOCKER TANK       APPROX. 8.4 KM 0912054.0 |
 DJ1912| DJ1914 WEST POINT FED COMP TANK            APPROX. 8.3 KM 0944539.0 |
 DJ1912| CG1874 GREGORY AZ MK                                      0965715.1 |
 DJ1912| CG1875 GREGORY RM 1                         35.525 METERS 09915     |
 DJ1912| CG1876 GREGORY RM 2                         36.338 METERS 20300     |
 DJ1912| CG1877 GREGORY RM 3                         49.058 METERS 32924     |
 DJ1912|---------------------------------------------------------------------|
 DJ1912
 DJ1912                          SUPERSEDED SURVEY CONTROL
 DJ1912
 DJ1912  NAD 83(1993)-  33 36 35.05711(N)    088 44 45.16846(W) AD(       ) 3
 DJ1912  NAD 83(1986)-  33 36 35.05790(N)    088 44 45.17137(W) AD(       ) 3
 DJ1912  NAD 27      -  33 36 34.63100(N)    088 44 44.98900(W) AD(       ) 3
 DJ1912
 DJ1912.Superseded values are not recommended for survey control.
 DJ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1912.See file dsdata.txt to determine how the superseded data were derived.
 DJ1912
 DJ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3802820252(NAD 83)
 DJ1912_MARKER: DS = TRIANGULATION STATION DISK
 DJ1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1912_STAMPING: 1963 GREGORY 1949
 DJ1912_PROJECTION: FLUSH
 DJ1912
 DJ1912  HISTORY     - Date     Condition        Report By
 DJ1912  HISTORY     - 1963     MONUMENTED       CGS
 DJ1912  HISTORY     - 1963     GOOD             MSHD
 DJ1912  HISTORY     - 1969     GOOD             MSSU
 DJ1912  HISTORY     - 1976     GOOD             NGS
 DJ1912  HISTORY     - 1980     GOOD             MSHD
 DJ1912  HISTORY     - 19810301 GOOD             MSSU
 DJ1912  HISTORY     - 19820301 GOOD             MSSU
 DJ1912
 DJ1912                          STATION DESCRIPTION
 DJ1912
 DJ1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1912'THE STATION WAS VISITED 4-4-63 AND REFERENCE MARK NO. 1 AND NO. 2
 DJ1912'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION
 DJ1912'SURFACE MARK AND SUB-SURFACE MARK WERE DESTROYED WHEN THE AREA IN
 DJ1912'FRONT OF MR. IVYS HOUSE WAS EXCAVATED TO LANDSCAPE THE FRONT LAWN.
 DJ1912'THE SUB-SURFACE AND SURFACE MARKS WERE RESET FROM THE DISTANCE
 DJ1912'AND DIRECTIONS FROM REFERENCE MARKS NO. 1 AND NO. 2, PLUS THE
 DJ1912'DIRECTION TO THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS-
 DJ1912'
 DJ1912'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF WEST POINT, 0.5 MILE
 DJ1912'WEST OF LAKE GREGORY, NEAR THE INTERSECTION OF STATE HIGHWAYS
 DJ1912'50 AND 47, ON THE PROPERTY OF AND IN THE FRONT LAWN OF RESIDENT OF
 DJ1912'MR. WALLACE IVY, 86.5 FEET SOUTH OF THE CENTERLINE OF STATE
 DJ1912'HIGHWAY 50, 356 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF THE
 DJ1912'CENTERLINES OF STATE HIGHWAY 47 AND 50, 76.5 FEET
 DJ1912'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 19.5 FEET
 DJ1912'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, 53.5 FEET
 DJ1912'NORTH-NORTHEAST OF POWERPOLE NO. 7-1/2 WHICH IS IN THE YARD.  IT
 DJ1912'IS A STANDARD DISK, STAMPED 1963 GREGORY 1949, FLUSH WITH THE
 DJ1912'GROUND.
 DJ1912'
 DJ1912'REFERENCE MARK NO. 1 IS 116.55 FEET EAST OF THE STATION, 79.5 FEET
 DJ1912'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 62 FEET NORTH-NORTHEAST OF
 DJ1912'THE NORTHEAST CORNER OF HOUSE AND CAR PORT, 10 FEET WEST OF A CEDAR
 DJ1912'TREE, AND 30 FEET NORTH-NORTHWEST OF A CEDAR TREE.  IT IS A
 DJ1912'STANDARD DISK, STAMPED GREGORY NO 1 1949, PROJECTING 2 INCHES.
 DJ1912'
 DJ1912'REFERENCE MARK NO. 2 IS 119.22 FEET SOUTH OF THE STATION AT THE
 DJ1912'EAST EDGE OF A GARDEN PLOT, 71.5 FEET SOUTHWEST OF THE NORTHWEST
 DJ1912'CORNER OF THE HOUSE, 62 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 DJ1912'OF THE HOUSE, 11.5 FEET SOUTH OF THE PROJECTED PLANE OF THE
 DJ1912'SOUTH WALL OF THE HOUSE, 2 FEET SOUTH OF A 12-INCH PINE TREE, AND
 DJ1912'60 FEET SOUTHWEST OF A POWER POLE NO. 7 1/2.  IT IS A STANDARD
 DJ1912'DISK, STAMPED GREGORY NO 2 1949, PROJECTING 2 INCHES.
 DJ1912'
 DJ1912'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 41.5 FEET NORTH
 DJ1912'OF THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST OF A POWER POLE AND
 DJ1912'IN LINE WITH A ROW OF POLES, 29 FEET SOUTH OF A FENCE LINE,
 DJ1912'30.5 FEET SOUTHEAST OF A LONE 12-INCH PINE TREE, AND 38.5 FEET
 DJ1912'SOUTHWEST OF A 6-INCH WATER OAK TREE, AND 1.5 FEET EAST OF A
 DJ1912'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED GREGORY
 DJ1912'1949, PROJECTING 4 INCHES.
 DJ1912'
 DJ1912'TO REACH THE STATION FROM THE RAILROAD STATION IN WEST POINT,
 DJ1912'GO WEST ON STATE HIGHWAY 49W (BUSINESS ROUTE) FOR 0.6 MILE TO
 DJ1912'THE JUNCTION OF STATE HIGHWAY 50 AND 45W, CONTINUE WEST FOR 4.75
 DJ1912'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.25
 DJ1912'MILE TO THE JUNCTION WITH STATE HIGHWAY 47, LEADING NORTH,
 DJ1912'CONTINUE WEST FOR ABOUT 100 YARDS TO THE MARK ON THE LEFT IN
 DJ1912'THE FRONT YARD OF THE WALLACE IVY RESIDENCE.
 DJ1912
 DJ1912                          STATION RECOVERY (1963)
 DJ1912
 DJ1912'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1912'THE STATION WAS VISITED 5-10-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ1912'CONDITION.  THE 1963 RECOVERY BY A.K.H. IS CORRECT AND ADEQUATE.
 DJ1912
 DJ1912                          STATION RECOVERY (1969)
 DJ1912
 DJ1912'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 DJ1912'STATION RECOVERED GOOD (DELETE CALL TO POWERPOLE NO. 7 1/2).
 DJ1912'
 DJ1912'RM NO. 1 RECOVERED GOOD (DELETE 10 FEET N OF A CEDAR TREE) (ADD 28
 DJ1912'FEET WEST OF STREET LIGHT POLE).
 DJ1912'
 DJ1912'RM NO. 2 RECOVERED GOOD (DELETE CALL TO POWERPOLE NO. 7 1/2) (ADD
 DJ1912'25 FEET WNW OF 13 INCHES TWIN CEDAR TREE).
 DJ1912'
 DJ1912'AZ MK RECOVERED GOOD (DELETE CALL TO POWERPOLE AND OAK TREE) (ADD
 DJ1912'38.2 FEET WEST OF POWERPOLE WITH OVERHEAD GUY ACROSS HIGHWAY AND 4
 DJ1912'FEET SOUTH OF CENTERLINE OF POWER LINE).  (NOTE--THE OLD POWER POLE
 DJ1912'HAS BE RELOCATED RESULTING IN THE ABOVE CHANGES).
 DJ1912'
 DJ1912'THE ABOVE CHANGES ARE REFERENCED TO A.K.H.S RECOVERY ON 4-4-63 WHICH
 DJ1912'IS GOOD OTHERWISE.
 DJ1912
 DJ1912                          STATION RECOVERY (1976)
 DJ1912
 DJ1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DDN)
 DJ1912'THE STATION WAS VISITED 12-16-76 AND THE STATION MARK AND REFERENCE
 DJ1912'MARK NO 1 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS
 DJ1912'RECOVERED AND THE MONUMENT HAD BEEN CHIPPED AND WAS NOT VISIBLE
 DJ1912'FROM THE STATION BECAUSE OF BUILDINGS.  THE AZIMUTH MARK WAS
 DJ1912'RECOVERED IN POOR CONDITION.  A NEW REFERENCE MARK NO 3 WAS
 DJ1912'ESTABLISHED AND THE AZIMUTH MARK WAS REPAIRED AT THIS DATE.  THE
 DJ1912'DISK FROM REFERENCE MARK NO 2 WAS RECLAIMED.  A NEW DESCRIPTION
 DJ1912'FOLLOWS--
 DJ1912'
 DJ1912'THE STATION IS LOCATED ON ABOUT 5 MILES WEST OF WEST POINT NEAR THE
 DJ1912'INTERSECTION OF STATE HIGHWAYS 50 AND 47 IN FRONT LAWN OF THE
 DJ1912'RESIDENT OF MR. WALLACE IVY.
 DJ1912'
 DJ1912'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 ALTERNATE AND STATE
 DJ1912'HIGHWAY 50 IN WEST POINT GO WEST ON STATE HIGHWAY 50 FOR 4.75 MILES
 DJ1912'TO THE AZIMUTH MARK ON RIGHT, CONTINUE WEST ON STATE HIGHWAY 50 FOR
 DJ1912'0.25 MILE TO JUNCTION OF STATE HIGHWAY 47 LEADING NORTH AND
 DJ1912'STATION ABOUT 100 YARDS WEST OF INTERSECTION.
 DJ1912'
 DJ1912'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED GREGORY
 DJ1912'1949 1963, SET IN TOP OF A CONCRETE POST 1 INCH BELOW SURFACE OF
 DJ1912'GROUND.  IT IS IN FRONT LAWN OF HOUSE, 86.5 FEET SOUTH OF THE
 DJ1912'CENTER OF STATE HIGHWAY 50, 356 FEET SOUTHWEST OF THE JUNCTION OF
 DJ1912'STATE HIGHWAY 47 NORTH, 76.5 FEET NORTH-NORTHWEST OF THE
 DJ1912'NORTHWEST CORNER OF BRICK HOUSE, 19.5 FEET WEST OF PROJECTED PLANE
 DJ1912'OF THE WEST WALL OF BRICK HOUSE AND 50 FEET EAST OF THE CENTER OF
 DJ1912'GRAVEL DRIVEWAY LEADING TO MOBILE HOME.
 DJ1912'
 DJ1912'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DJ1912'GREGORY NO 1 1949 SET IN TOP OF A CONCRETE POST 1 INCH BELOW SURFACE
 DJ1912'OF GROUND.  IT IS IN FRONT LAWN OF BRICK HOUSE, 79.5 FEET SOUTH OF
 DJ1912'THE CENTER OF STATE HIGHWAY 50, 62 FEET NORTH-NORTHEAST OF NORTHEAST
 DJ1912'CORNER OF CARPORT OF BRICK HOUSE, 30 FEET NORTH-NORTHWEST OF A
 DJ1912'CEDAR TREE AND 27 FEET WEST OF POWER POLE WITH YARD LIGHT ATTACHED.
 DJ1912'
 DJ1912'REFERENCE MARK NO 3 IS A NATIONAL GEODETIC SURVEY REFERENCE MARK
 DJ1912'DISK, STAMPED GREGORY 1949 NO 3 1976 SET IN TOP OF A ROUND CONCRETE
 DJ1912'POST FLUSH WITH THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER OF
 DJ1912'STATE HIGHWAY 50, 13 FEET WEST OF GRAVEL DRIVEWAY AND 2 FEET
 DJ1912'EAST-SOUTHEAST OF A POWER POLE.
 DJ1912'
 DJ1912'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GREGORY
 DJ1912'1949 SET IN TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT IS
 DJ1912'41.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 50, 29 FEET
 DJ1912'SOUTH OF FENCELINE, 38 FEET WEST OF POWER POLE, 53 FEET
 DJ1912'WEST-SOUTHWEST OF 30 INCH PINE TREE, 1.5 FEET WEST OF METAL
 DJ1912'WITNESS POST AND SIGN AND 1.5 FEET EAST OF METAL WITNESS POST.
 DJ1912'
 DJ1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE WEST OF
 DJ1912'WEST POINT.
 DJ1912
 DJ1912                          STATION RECOVERY (1980)
 DJ1912
 DJ1912'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980 (TDF)
 DJ1912'THE STATION WAS VISITED ON 5 6 80 AND STA RM1 AND AZIMUTH WERE FOUND
 DJ1912'IN GOOD CONDITION NEW MEASUREMENTS AND TO REACH FOLLOWS
 DJ1912'
 DJ1912'THE STATION IS IN THE FRONT LAWN OF THE IVY RESIDENCE NEAR
 DJ1912'INTERSECTION OF HWYS 50 AND 47 IT IS 86.5 FT S CENTER HWY 50 IT IS
 DJ1912'76.5 NNW OF NW CORNER OF BRICK HOUSE 19.5 W OF PROJECTED PLANE
 DJ1912'OF W WALL OF BRICK HOUSE AND IS FLUSH WITH THE GROUND
 DJ1912'
 DJ1912'RM 1 IS 79 FT S CENTER OF HWY 50 62 FT NNE OF NE CORNER OF HOUSE
 DJ1912'29 FT W OF POWER SERVICE POLE WITH LIGHT ON IT ON W SIDE OF DRIVEWAY
 DJ1912'TO HOUSE AND IS FLUSH WITH THE GROUND
 DJ1912'
 DJ1912'RM 2 COULD NOT BE FOUND.  THE LARGE PINE IN REFERENCE NOTE HAD FALLEN
 DJ1912'AND YARD WORK FOR HOUSE TRAILER HAD BEEN DONE
 DJ1912'
 DJ1912'THE AZ MARK IS 0.3 MI E OF THE STATION 41.5 N CENTER HWY 50 29 FT S OF
 DJ1912'A FENCE 53 FT WSW OF 24 IN PINE IN FENCELINE 38 FT W OF POWER LINE
 DJ1912'POLE 1.5 E OF METAL WITNESS POST AND PROJECTS 4 INCHES
 DJ1912'
 DJ1912'TO REACH FROM THE INTERSECTION OF HWY 45A AND 50 IN WESTPOINT 90 W ON
 DJ1912'HWY 50 FOR 4.75 MILES TO AZIMUTH ON THE RIGHT CONTINUE W ON HWY FOR
 DJ1912'.25 MILE TO INTERSECTION OF HWY 50 AND 47 AND THE STATION IN THE FRONT
 DJ1912'YARD OF BRICK HOUSE SW OF INTERSECTION
 DJ1912
 DJ1912                          STATION RECOVERY (1981)
 DJ1912
 DJ1912'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1912'RECOVERED IN GOOD CONDITION.
 DJ1912
 DJ1912                          STATION RECOVERY (1982)
 DJ1912
 DJ1912'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1440 ***********************************************************************
 DJ1440  DESIGNATION -  GRENADA
 DJ1440  PID         -  DJ1440
 DJ1440  STATE/COUNTY-  MS/GRENADA
 DJ1440  USGS QUAD   -  GRENADA (1983)
 DJ1440
 DJ1440                         *CURRENT SURVEY CONTROL
 DJ1440  ___________________________________________________________________
 DJ1440* NAD 83(1993)-  33 46 45.65684(N)    089 48 14.63922(W)     ADJUSTED  
 DJ1440* NAVD 88     -        62.804  (meters)     206.05   (feet)  ADJUSTED  
 DJ1440  ___________________________________________________________________
 DJ1440  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DJ1440  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ1440  DYNAMIC HT  -          62.740 (meters)     205.84  (feet)  COMP
 DJ1440  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 DJ1440
 DJ1440  HORZ ORDER  -  SECOND
 DJ1440  VERT ORDER  -  SECOND    CLASS 0
 DJ1440
 DJ1440.The horizontal coordinates were established by classical geodetic methods
 DJ1440.and adjusted by the National Geodetic Survey in May 1994.
 DJ1440
 DJ1440.The orthometric height was determined by differential leveling
 DJ1440.and adjusted in June 1991.
 DJ1440
 DJ1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1440
 DJ1440.The geoid height was determined by GEOID03.
 DJ1440
 DJ1440.The dynamic height is computed by dividing the NAVD 88
 DJ1440.geopotential number by the normal gravity value computed on the
 DJ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1440.degrees latitude (g = 980.6199 gals.).
 DJ1440
 DJ1440.The modeled gravity was interpolated from observed gravity values.
 DJ1440
 DJ1440;                    North         East     Units Scale Factor Converg.
 DJ1440;SPC MS W     -   474,599.644   749,020.088   MT  0.99997961   +0 17 39.4
 DJ1440;SPC MS W     - 1,557,082.33  2,457,410.07   sFT  0.99997961   +0 17 39.4
 DJ1440;UTM  16      - 3,741,225.486   240,343.046   MT  1.00043125   -1 33 35.7
 DJ1440
 DJ1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1440!SPC MS W     -   0.99999432  x   0.99997961  =   0.99997393
 DJ1440!UTM  16      -   0.99999432  x   1.00043125  =   1.00042556
 DJ1440
 DJ1440:                Primary Azimuth Mark                     Grid Az
 DJ1440:SPC MS W     -  GRENADA FIRST PRESB CH SPIRE             000 18 39.8
 DJ1440:UTM  16      -  GRENADA FIRST PRESB CH SPIRE             002 09 54.9
 DJ1440
 DJ1440|---------------------------------------------------------------------|
 DJ1440| PID    Reference Object                     Distance      Geod. Az  |
 DJ1440|                                                           dddmmss.s |
 DJ1440| DJ2068 GRENADA FIRST PRESB CH SPIRE        487.834 METERS 0003619.2 |
 DJ1440| CG1879 GRENADA AZ MK 2                                    01229     |
 DJ1440| DJ1439 GRENADA AZ MK                                      0124942.1 |
 DJ1440| DJ2069 KEATON                              APPROX. 9.6 KM 0264622.0 |
 DJ1440| DJ2073 GRENADA MISS PWR AND LT CHIM        APPROX. 0.5 KM 0965443.2 |
 DJ1440| DJ1441 GRENADA RM 1                         34.913 METERS 19901     |
 DJ1440| DJ1442 GRENADA RM 2                         31.379 METERS 31110     |
 DJ1440| CG1880 GRENADA RM 3                         31.291 METERS 31113     |
 DJ1440|---------------------------------------------------------------------|
 DJ1440
 DJ1440                          SUPERSEDED SURVEY CONTROL
 DJ1440
 DJ1440  NAD 83(1986)-  33 46 45.66810(N)    089 48 14.63558(W) AD(       ) 2
 DJ1440  NAD 27      -  33 46 45.25200(N)    089 48 14.31400(W) AD(       ) 2
 DJ1440  NGVD 29 (??/??/92)   62.809  (m)          206.07   (f) ADJ UNCH    2 0
 DJ1440
 DJ1440.Superseded values are not recommended for survey control.
 DJ1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1440.See file dsdata.txt to determine how the superseded data were derived.
 DJ1440
 DJ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4034341225(NAD 83)
 DJ1440_MARKER: DS = TRIANGULATION STATION DISK
 DJ1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1440_STAMPING: GRENADA 1934
 DJ1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1440+STABILITY: SURFACE MOTION
 DJ1440
 DJ1440  HISTORY     - Date     Condition        Report By
 DJ1440  HISTORY     - 1934     MONUMENTED       CGS
 DJ1440  HISTORY     - 1944     GOOD             CGS
 DJ1440  HISTORY     - 1944     GOOD             NGS
 DJ1440  HISTORY     - 1959     GOOD             MSHD
 DJ1440  HISTORY     - 1967     GOOD             CGS
 DJ1440  HISTORY     - 1972     GOOD             MSSU
 DJ1440  HISTORY     - 1973     GOOD             MSHD
 DJ1440  HISTORY     - 1978     GOOD             NGS
 DJ1440  HISTORY     - 1980     GOOD             MSSU
 DJ1440  HISTORY     - 19810301 GOOD             MSSU
 DJ1440  HISTORY     - 20080401 GOOD             MSSU
 DJ1440
 DJ1440                          STATION DESCRIPTION
 DJ1440
 DJ1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ1440'IN GRENADA, ON THE WEST EDGE OF THE CAMPUS OF GRENADA COLLEGE,
 DJ1440'32.4 FEET EAST OF THE WEST EDGE OF THE MAIN STREET, 94.5 FEET
 DJ1440'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE MAIN
 DJ1440'DORMITORY, ABOUT 64 YARDS WEST OF THE SOUTHWEST CORNER AND IN
 DJ1440'LINE WITH THE SOUTH END OF THE MAIN DORMITORY.
 DJ1440'
 DJ1440'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DJ1440'DISKS SET IN CONCRETE.
 DJ1440'
 DJ1440'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 2-1/2
 DJ1440'FEET SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK AND 20 FEET
 DJ1440'WEST OF A 6-INCH OAK.
 DJ1440'
 DJ1440'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, IN
 DJ1440'THE WEST EDGE OF THE SIDEWALK, 10 FEET WEST FROM THE EDGE OF
 DJ1440'A CIRCULAR FOUNDATION.
 DJ1440'
 DJ1440'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, IN CURBING,
 DJ1440'ON THE WEST SIDE OF MAIN STREET 12 FEET EAST OF THE WEST SIDE OF
 DJ1440'THE SIDEWALK AND 35 FEET NORTH OF THE NORTH EDGE OF THE
 DJ1440'SIDEWALK CONNECTING THE STREET WITH THE SIDEWALK.
 DJ1440'
 DJ1440'A 103-FOOT TOWER IS REQUIRED.
 DJ1440'
 DJ1440'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DJ1440
 DJ1440                          STATION RECOVERY (1944)
 DJ1440
 DJ1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (GCM)
 DJ1440'STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 DJ1440'RECOVERED AND USED AS BENCH MARKS BY THE PARTY OF G.C. MAST
 DJ1440'IN NOVEMBER 1944.  THE ONLY CHANGE IS--STATION IS ON THE
 DJ1440'GROUNDS OF THE BARWIN HOTEL INSTEAD OF GRENADA COLLEGE.  USE
 DJ1440'HOTEL BUILDING INSTEAD OF MAIN DORMITORY.  THE 6-INCH OAK TREE
 DJ1440'MENTIONED IN THE DESCRIPTION OF RM 1 IS NOW AN 8-INCH TREE.
 DJ1440
 DJ1440                          STATION RECOVERY (1944)
 DJ1440
 DJ1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DJ1440'IN GRENADA.
 DJ1440'IN GRENADA, ON THE WEST EDGE OF THE GROUND OF THE BARWIN HOTEL, 0.2
 DJ1440'MILE SOUTH OF THE POST OFFICE BUILDING, 94.5 FEET SOUTH OF THE SOUTH
 DJ1440'EDGE OF THE SIDEWALK LEADING TO THE HOTEL, 32.4 FEET EAST OF THE WEST
 DJ1440'EDGE OF MAIN STREET, ABOUT 64 PACES WEST OF THE SOUTHWEST CORNER OF
 DJ1440'THE HOTEL, IN LINE WITH THE SOUTH END OF THE HOTEL, BRONZE DISK SET IN
 DJ1440'THE TOP OF A CONCRETE POST.
 DJ1440
 DJ1440                          STATION RECOVERY (1959)
 DJ1440
 DJ1440'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1959
 DJ1440'STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 DJ1440'IN GOOD CONDITION.
 DJ1440'
 DJ1440'REFERENCE MARK 2 WAS NOT FOUND.
 DJ1440
 DJ1440                          STATION RECOVERY (1967)
 DJ1440
 DJ1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 DJ1440'THE STATION WAS FOUND IN GOOD CONDITION.  RM NO. 1, RM NO. 2
 DJ1440'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DJ1440'
 DJ1440'THE AREA IN WHICH THE STATION IS SETTING IS NO LONGER THE
 DJ1440'GRENADA COLLEGE CAMPUS, BUT THE NORTH MISSISSIPPI RETIREMENT
 DJ1440'HOME.  A NEW DESCRIPTION FOLLOWS-
 DJ1440'
 DJ1440'THE STATION IS ABOUT 0.3 MILE SOUTH OF THE SQUARE IN THE CITY OF
 DJ1440'GRENADA AT THE SOUTHWEST CORNER OF THE GROUNDS OF THE NORTH
 DJ1440'MISSISSIPPI RETIREMENT HOME, 32 FT. E OF THE EAST CURB OF S.
 DJ1440'MAIN STREET, 16.5 FT. E OF EAST EDGE OF SIDE WALK, 91 FT. S.
 DJ1440'OF SOUTH EDGE OF ENTRANCE TO RETIREMENT HOME, 45 FT. NE OF A
 DJ1440'STREET LIGHT, 86 FT. W OF WEST EDGE OF PARKING LOT, 4 FT. S
 DJ1440'OF PROJECTED PLANE OF S SIDE OF BRICK BUILDING, 14.5 FT N OF
 DJ1440'A WHITE WOODEN FENCE, 170 FT. SSW OF A 5 FOOT OAK TREE, 13.5
 DJ1440'FT. NNW OF PROJECTED CENTERLINE OF BELL STREET TO THE WEST.
 DJ1440'IT IS A STANDARD DISK STAMPED GRENADA 1931, 3 INCHES BELOW
 DJ1440'LEVEL OF GROUND.
 DJ1440'
 DJ1440'REFERENCE MARK NO. 1 IS 141.71 FT. S OF STATION, 22 FT. E OF
 DJ1440'EAST CURB OF S. MAIN STREET, 98 FT. S OF PROJECTED CENTERLINE
 DJ1440'OF BELL ST., 20 FT. SW OF A 3 FOOT OAK TREE, 3.5 FT. E OF EAST
 DJ1440'EDGE OF SIDE WALK, 6 FT. N OF NORTH CURB OF OLD ENTRANCE TO
 DJ1440'BRICK BUILDING.  IT IS A STANDARD DISK STAMPED GRENADA NO. 1
 DJ1440'1931 FLUSH WITH GROUND.
 DJ1440'
 DJ1440'REFERENCE MARK NO. 2 IS 102.95 FT. SNW OF STATION, 18.6 FT. W
 DJ1440'OF WEST CURB OF S. MAIN ST., 3 INCHES E OF WEST EDGE OF SIDEWALK,
 DJ1440'30.5 FT. NE OF A CIRCULAR CONCRETE FORMATION, 78.5 FT. N OF
 DJ1440'NORTH CURB OF BELL ST., 44.3 FT. SSW OF STREET LIGHT.  IT IS
 DJ1440'A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 DJ1440'WEST EDGE OF SIDEWALK.  IT IS STAMPED GRENADA NO. 2 1931.
 DJ1440'
 DJ1440'THE AZIMUTH MARK IS 0.15 MILE NNW OF STATION IN FRONT OF LARGE
 DJ1440'WHITE HOUSE AT 331 S. MAIN ST. IN WEST CURB OF S. MAIN ST.
 DJ1440'THE STATION IS 8 FT. S OF SOUTH EDGE OF SIDEWALK LEADING TO
 DJ1440'HOUSE, 11 FT. E OF EAST EDGE OF SIDEWALK PARALLELING THE
 DJ1440'STREET, 8 FT. NE OF LIGHT POST, 61 PACES S OF THIRD ST.,
 DJ1440'IT IS A STANDARD AZIMUTH MARK DISK STAMPED GRENADA 1931 AZ 2
 DJ1440'1967 SET IN A DRILL HOLE IN TOP OF CURB.
 DJ1440'
 DJ1440'TO REACH FROM THE POST OFFICE IN GRENADA, GO SOUTH ON MAIN
 DJ1440'STREET FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DJ1440'
 DJ1440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.3 MILE S
 DJ1440'OF GRENADA.
 DJ1440
 DJ1440                          STATION RECOVERY (1972)
 DJ1440
 DJ1440'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (KT)
 DJ1440'GRENADA 1934 RECOVERED GOOD.
 DJ1440'
 DJ1440'NO SEARCH MADE FOR OTHER MARKS.
 DJ1440
 DJ1440                          STATION RECOVERY (1973)
 DJ1440
 DJ1440'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ1440'THE STATION WAS VISITED 5-25-73 AND ALL MARKS WERE FOUND IN GOOD
 DJ1440'CONDITION.  THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 DJ1440'
 DJ1440'THE STATION IS LOCATED 0.35 MILE SOUTH OF THE CENTER OF THE BUSINESS
 DJ1440'DISTRICT OF GRENADA NEAR THE SW CORNER OF THE GROUNDS OF THE NORTH
 DJ1440'MISSISSIPPI RETIREMENT HOME ABOUT 0.1 MILE NORTH OF THE FIRST
 DJ1440'BAPTIST CHURCH AND ABOUT 200 FEET SSE OF ALL SAINTS CHURCH IN THE SW
 DJ1440'1/4 OF SECTION 8, T 22N, R 5E.  IT IS 54 FEET EAST OF THE CENTER
 DJ1440'OF MAIN STREET, 101 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 DJ1440'LEADING TO THE HOME, 209 FEET WEST OF THE SW CORNER OF A LARGE
 DJ1440'BRICK BUILDING, 6 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH
 DJ1440'WALL OF THE BUILDING, 45 FEET NE OF A STREET LAMP, 16.5 FEET EAST
 DJ1440'OF THE EAST EDGE OF A WALK, 14 FEET NORTH OF A BOARD FENCE, 85
 DJ1440'FEET SSE OF THE NEON SIGN WITH THE NAME OF THE HOME, 32 FEET SSW
 DJ1440'OF A SMALL PECAN WITH 6 TRUNKS AND 57.5 FEET SOUTH OF A FLAG POLE.
 DJ1440'
 DJ1440'IT IS A TRIANGULATION DISK STAMPED GRENADA 1934 1 INCH BELOW THE
 DJ1440'GROUND.
 DJ1440'
 DJ1440'REFERENCE MARK NO 1 IS 114.71 FEET SOUTH OF THE STATION.  IT IS 50
 DJ1440'FEET EAST OF THE CENTER OF MAIN STREET, 95 FEET SOUTH OF THE
 DJ1440'PROJECTED CENTER OF BELL STREET, 85 FEET SE OF A STREET LAMP, 20
 DJ1440'FEET SW OF A 36 INCH OAK, 43 FEET NNW OF A 48 INCH OAK, 84 NNW OF
 DJ1440'THE NORTH COLUMN OF A LARGE FRAME HOUSE, 10 FEET NORTH OF THE
 DJ1440'NORTH EDGE OF AN ABANDONED DRIVEWAY AND 3 FEET EAST OF THE EAST
 DJ1440'EDGE OF A WALK.  IT IS A REFERENCE MARK DISK, STAMPED GREANDA NO 1
 DJ1440'1934 FLUSH.
 DJ1440'
 DJ1440'REFERENCE MARK NO 2 IS 102.95 FEET WNW OF THE STATION.  IT IS 41 FEET
 DJ1440'WEST OF THE CENTER OF MAIN STREET, 86 FEET NORTH OF THE CENTER OF
 DJ1440'BELL STREET, 44 FEET SW OF A STREET LAMP, 75 FEET EAST OF THE
 DJ1440'CENTER OF LINE STREET, 58 FEET SOUTH OF THE PROJECTED CENTER OF THE
 DJ1440'ENTRANCE TO THE HOME, 81 FEET SSE OF THE SE CORNER OF A
 DJ1440'LARGE FRAME HOUSE SET IN A DRILL HOLE NEAR THE WEST EDGE OF A
 DJ1440'WALK.  IT IS A REFERENCE MARK DISK, STAMPED GRENADA NO 2 1934.
 DJ1440'
 DJ1440'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 180.96 FEET.
 DJ1440'
 DJ1440'THE AZIMUTH MARK IS 0.15 MILE NNW OF THE STATION.  IT IS 24 FEET WEST
 DJ1440'OF THE CENTER OF MAIN STREET, 7.5 FEET SOUTH OF THE SOUTH EDGE OF
 DJ1440'THE WALK LEADING TO HOUSE NO. 331, 8.5 FEET NORTH OF A STREET LAMP,
 DJ1440'205 FEET SOUTH OF THE CENTER OF THIRD STREET, 11.5 FEET EAST OF
 DJ1440'THE EAST EDGE OF A WALK, 33 FEET SOUTH OF A 20 INCH OAK, 29 FEET
 DJ1440'NORTH OF A 18 INCH OAK, 8.5 FEET EAST OF A WATER METER, SET IN A
 DJ1440'DRILL HOLE IN THE WEST CURB OF MAIN STREET.  IT IS AN AZIMUTH MARK
 DJ1440'DISK STAMPED GRENADA 1931 AZ 2 1967.
 DJ1440'
 DJ1440'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GRENADA GO SOUTH ON
 DJ1440'MAIN STREET FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT JUST BEYOND
 DJ1440'THIRD STREET.  CONTINUE SOUTH ON MAIN STREET FOR 0.15 MILE TO A
 DJ1440'LARGE BRICK BUILDING AND THE STATION ON THE LEFT.
 DJ1440'
 DJ1440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.35 MILE SOUTH OF
 DJ1440'GRENADA.
 DJ1440
 DJ1440                          STATION RECOVERY (1978)
 DJ1440
 DJ1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DJ1440'STATION MARK, REFERENCE MARK NO.1 AND THE AZIMUTH MARK WERE RECOVERED
 DJ1440'IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS REMOVED AND RESET IN NEW
 DJ1440'SIDEWALK BY CONTRACTOR.  THE DISK WAS RESTAMPED AS REFERENCE MARK NO.3
 DJ1440'AND NEW MEASUREMENT TAKEN AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DJ1440'
 DJ1440'THE STATION IS LOCATED 0.35 MILE SOUTH OF THE CENTER OF GRENADA, NEAR
 DJ1440'THE SOUTHWEST CORNER OF THE GROUNDS OF THE NORTH MISSISSIPPI
 DJ1440'RETIREMENT HOME, IN THE SOUTHWEST QUARTER OF SECTION 8, T 22N, R 5E.
 DJ1440'
 DJ1440'TO REACH FROM THE POST OFFICE IN GRENADA, GO SOUTH ON MAIN STREET FOR
 DJ1440'0.15 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH ON MAIN STREET
 DJ1440'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DJ1440'
 DJ1440'STATION MARK IS A STANDARD DISK, STAMPED---GRENADA 1934---SET IN TOP
 DJ1440'OF A ROUND CONCRETE POST, 1 INCH BELOW SURFACE OF THE GROUND.  IT IS
 DJ1440'101 FEET SOUTH OF THE CENTER OF DRIVEWAY LEADING TO THE HOME, 209 FEET
 DJ1440'WEST OF THE SOUTHWEST CORNER LARGE BRICK BUILDING, 45 FEET NORTHEAST
 DJ1440'OF STREET LAMP, 57.5 FEET SOUTH OF FLAG POLE, 32 FEET SOUTH-SOUTHWEST
 DJ1440'OF A SIX TRUNKED PECAN TREE, 14 FEET NORTH OF A BOARD FENCE AND 32
 DJ1440'FEET EAST OF EAST CURB OF MAIN STREET.
 DJ1440'
 DJ1440'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---GRENADA NO 1
 DJ1440'1934---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DJ1440'IS 22 FEET EAST OF EAST CURB OF MAIN STREET, 85 FEET SOUTHEAST OF A
 DJ1440'STREET LAMP, 20 FEET SOUTHWEST OF 40 INCH OAK TREE, 43 FEET
 DJ1440'NORTH-NORTHWEST OF A 48 INCH OAK TREE.  84 FEET NORTH-NORTHWEST OF
 DJ1440'NORTH COLUMN OF LARGE FRAME HOUSE AND 3 FEET EAST OF EAST EDGE OF
 DJ1440'SIDEWALK.
 DJ1440'
 DJ1440'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---GRENADA NO 3 1934
 DJ1440'1978---SET IN DRILL HOLE IN WEST EDGE OF CONCRETE SIDE WALK, 40.5
 DJ1440'FEET WEST OF THE CENTER OF MAIN STREET, 86 FEET NORTH OF THE CENTER OF
 DJ1440'BELL STREET, 75.5 FEET EAST OF THE CENTER OF LINE STREET, 44 FEET
 DJ1440'SOUTHWEST OF STREET LAMP AND 0.5 FOOT EAST OF WEST EDGE OF SIDEWALK.
 DJ1440'
 DJ1440'AZIMUTH MARK IS A STANDARD DISK, STAMPED---GRENADA 1931 AZ 2
 DJ1440'1967---SET IN DRILL HOLE IN CONCRETE CURB OF MAIN STREET, 24 FEET WEST
 DJ1440'OF THE CENTER OF STREET, 7.5 FEET SOUTH OF SOUTH EDGE OF THE WALK
 DJ1440'LEADING TO HOUSE NUMBER 331, 8.5 FEET NORTH OF STREET LAMP, 33 FEET
 DJ1440'SOUTH OF A 20 INCH OAK TREE, 29 FEET NORTH OF AN 18 INCH OAK TREE,
 DJ1440'11.5 FEET EAST OF EAST EDGE OF SIDEWALK AND 8.5 FEET EAST OF A WATER
 DJ1440'METER.
 DJ1440
 DJ1440                          STATION RECOVERY (1980)
 DJ1440
 DJ1440'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ1440'STATION, REFERENCE MARKS 1, 3, AND AZIMUTH MARK RECOVERED IN GOOD
 DJ1440'CONDITION.
 DJ1440
 DJ1440                          STATION RECOVERY (1981)
 DJ1440
 DJ1440'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1440'RECOVERED IN GOOD CONDITION.
 DJ1440
 DJ1440                          STATION RECOVERY (2008)
 DJ1440
 DJ1440'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (SRB)
 DJ1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2061 ***********************************************************************
 DJ2061  DESIGNATION -  GRENADA ALL SAINTS EPIS CHURCH
 DJ2061  PID         -  DJ2061
 DJ2061  STATE/COUNTY-  MS/GRENADA
 DJ2061  USGS QUAD   -  GRENADA (1983)
 DJ2061
 DJ2061                         *CURRENT SURVEY CONTROL
 DJ2061  ___________________________________________________________________
 DJ2061* NAD 83(1993)-  33 46 48.21454(N)    089 48 15.11747(W)     ADJUSTED  
 DJ2061* NAVD 88     -              **(meters)            **(feet)            
 DJ2061  ___________________________________________________________________
 DJ2061  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DJ2061  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ2061  HORZ ORDER  -  THIRD
 DJ2061
 DJ2061.The horizontal coordinates were established by classical geodetic methods
 DJ2061.and adjusted by the National Geodetic Survey in May 1994.
 DJ2061
 DJ2061
 DJ2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2061
 DJ2061.The geoid height was determined by GEOID03.
 DJ2061
 DJ2061;                    North         East     Units Scale Factor Converg.
 DJ2061;SPC MS W     -   474,678.383   749,007.379   MT  0.99997960   +0 17 39.1
 DJ2061;SPC MS W     - 1,557,340.66  2,457,368.38   sFT  0.99997960   +0 17 39.1
 DJ2061;UTM  16      - 3,741,304.630   240,332.887   MT  1.00043132   -1 33 36.1
 DJ2061
 DJ2061                          SUPERSEDED SURVEY CONTROL
 DJ2061
 DJ2061  NAD 83(1986)-  33 46 48.22587(N)    089 48 15.11430(W) AD(       ) 4
 DJ2061  NAD 27      -  33 46 47.81300(N)    089 48 14.80400(W) AD(       ) 3
 DJ2061
 DJ2061.Superseded values are not recommended for survey control.
 DJ2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2061.See file dsdata.txt to determine how the superseded data were derived.
 DJ2061
 DJ2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4033341305(NAD 83)
 DJ2061_MARKER: 91 = CHURCH CROSS
 DJ2061
 DJ2061  HISTORY     - Date     Condition        Report By
 DJ2061  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2061  HISTORY     - 1974     GOOD             MSHD
 DJ2061
 DJ2061                          STATION DESCRIPTION
 DJ2061
 DJ2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2061'STATION IS THE CROSS ATOP THE SLIM BROWN SPIRE ON A RED BRICK
 DJ2061'CHURCH, AND IS ABOUT 80 FEET HIGH.
 DJ2061'
 DJ2061'THE STATION IS ABOUT 0.35 MILE SOUTH OF THE CENTER OF GRENADA,
 DJ2061'ON MAIN STREET BETWEEN FOURTH AND BELL STREETS.
 DJ2061
 DJ2061                          STATION RECOVERY (1974)
 DJ2061
 DJ2061'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2061'GRENADA ALL SAINTS EPISCOPAL CHURCH SPIRE WAS VISITED 7-23-74 AND WAS
 DJ2061'FOUND TO BE STANDING AND IN GOOD CONDITION.  THE STATION IS LOCATED
 DJ2061'ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE CENTER OF GRENADA ON THE
 DJ2061'OPPOSITE OF MAIN STREET FROM THE NORTH MISSISSIPPI RETIREMENT HOME
 DJ2061'ABOUT 250 FEET NORTHWEST OF STATION GRENADA.
 DJ2061'
 DJ2061'THE STATION IS THE CROSS ATOP THE SLIM BROWN SPIRE ON TOP OF THE
 DJ2061'SOUTHEAST ENTRANCE TO A RED BRICK CHURCH AND IS ABOUT 80 FEET HIGH.
 DJ2061'
 DJ2061'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GRENADA GO
 DJ2061'SOUTHWEST ON MAIN STREET FOR 0.25 MILE TO THE CHURCH AND THE STATION
 DJ2061'ON THE RIGHT.
 DJ2061'
 DJ2061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1439 ***********************************************************************
 DJ1439  DESIGNATION -  GRENADA AZ MK
 DJ1439  PID         -  DJ1439
 DJ1439  STATE/COUNTY-  MS/GRENADA
 DJ1439  USGS QUAD   -  GRENADA (1983)
 DJ1439
 DJ1439                         *CURRENT SURVEY CONTROL
 DJ1439  ___________________________________________________________________
 DJ1439* NAD 83(1986)-  33 46 51.     (N)    089 48 10.     (W)     SCALED    
 DJ1439* NAVD 88     -        60.496  (meters)     198.48   (feet)  ADJUSTED  
 DJ1439  ___________________________________________________________________
 DJ1439  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DJ1439  DYNAMIC HT  -          60.435 (meters)     198.28  (feet)  COMP
 DJ1439  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 DJ1439
 DJ1439  VERT ORDER  -  SECOND    CLASS 0
 DJ1439
 DJ1439.The horizontal coordinates were scaled from a topographic map and have
 DJ1439.an estimated accuracy of +/- 6 seconds.
 DJ1439
 DJ1439.The orthometric height was determined by differential leveling
 DJ1439.and adjusted in June 1991.
 DJ1439
 DJ1439.The geoid height was determined by GEOID03.
 DJ1439
 DJ1439.The dynamic height is computed by dividing the NAVD 88
 DJ1439.geopotential number by the normal gravity value computed on the
 DJ1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1439.degrees latitude (g = 980.6199 gals.).
 DJ1439
 DJ1439.The modeled gravity was interpolated from observed gravity values.
 DJ1439
 DJ1439;                    North         East    Units  Estimated Accuracy
 DJ1439;SPC MS W     -   474,770.      749,140.      MT  (+/- 180 meters Scaled)
 DJ1439
 DJ1439                          SUPERSEDED SURVEY CONTROL
 DJ1439
 DJ1439  NGVD 29 (??/??/92)   60.501  (m)          198.49   (f) ADJ UNCH    2 0
 DJ1439
 DJ1439.Superseded values are not recommended for survey control.
 DJ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1439.See file dsdata.txt to determine how the superseded data were derived.
 DJ1439
 DJ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC404413(NAD 83)
 DJ1439_MARKER: DZ = AZIMUTH MARK DISK
 DJ1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1439_SP_SET: CURBING
 DJ1439_STAMPING: GRENADA AZI 1934
 DJ1439_MARK LOGO: CGS   
 DJ1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1439
 DJ1439  HISTORY     - Date     Condition        Report By
 DJ1439  HISTORY     - 1934     MONUMENTED       CGS
 DJ1439  HISTORY     - 1944     GOOD             NGS
 DJ1439  HISTORY     - 19791201 MARK NOT FOUND   USGS
 DJ1439  HISTORY     - 19810301 GOOD             MSSU
 DJ1439  HISTORY     - 20040315 POOR             INDIV
 DJ1439
 DJ1439                          STATION DESCRIPTION
 DJ1439
 DJ1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DJ1439'IN GRENADA.
 DJ1439'AT GRENADA, 0.1 MILE SOUTH OF THE POST OFFICE BUILDING, ALONG MAIN
 DJ1439'STREET, IN CURBING ON WEST SIDE OF MAIN STREET, 12 FEET EAST OF THE
 DJ1439'WEST SIDE OF THE SIDEWALK, 35 FEET NORTH OF THE NORTHEAST EDGE OF THE
 DJ1439'SIDEWALK, BRONZE DISK SET IN CURBING.
 DJ1439
 DJ1439                          STATION RECOVERY (1979)
 DJ1439
 DJ1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLP)
 DJ1439'MARK NOT FOUND.
 DJ1439
 DJ1439                          STATION RECOVERY (1981)
 DJ1439
 DJ1439'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1439'RECOVERED IN GOOD CONDITION.
 DJ1439
 DJ1439                          STATION RECOVERY (2004)
 DJ1439
 DJ1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAO)
 DJ1439'RECOVERED AS DESCRIBED. DISK HAS BEEN REMOVED, BUT THE REBAR REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2072 ***********************************************************************
 DJ2072  DESIGNATION -  GRENADA FEDERAL COMPRESS TANK
 DJ2072  PID         -  DJ2072
 DJ2072  STATE/COUNTY-  MS/GRENADA
 DJ2072  USGS QUAD   -  GRENADA (1983)
 DJ2072
 DJ2072                         *CURRENT SURVEY CONTROL
 DJ2072  ___________________________________________________________________
 DJ2072* NAD 83(1993)-  33 46 54.93383(N)    089 47 49.31610(W)     ADJUSTED  
 DJ2072* NAVD 88     -              **(meters)            **(feet)            
 DJ2072  ___________________________________________________________________
 DJ2072  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DJ2072  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DJ2072  HORZ ORDER  -  THIRD
 DJ2072
 DJ2072.The horizontal coordinates were established by classical geodetic methods
 DJ2072.and adjusted by the National Geodetic Survey in May 1994.
 DJ2072
 DJ2072
 DJ2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2072
 DJ2072.The geoid height was determined by GEOID03.
 DJ2072
 DJ2072;                    North         East     Units Scale Factor Converg.
 DJ2072;SPC MS W     -   474,888.833   749,670.107   MT  0.99998040   +0 17 53.5
 DJ2072;SPC MS W     - 1,558,031.11  2,459,542.68   sFT  0.99998040   +0 17 53.5
 DJ2072;UTM  16      - 3,741,493.611   241,002.378   MT  1.00042703   -1 33 22.0
 DJ2072
 DJ2072                          SUPERSEDED SURVEY CONTROL
 DJ2072
 DJ2072  NAD 83(1986)-  33 46 54.94513(N)    089 47 49.31271(W) AD(       ) 4
 DJ2072  NAD 27      -  33 46 54.53200(N)    089 47 48.99900(W) AD(       ) 3
 DJ2072
 DJ2072.Superseded values are not recommended for survey control.
 DJ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2072.See file dsdata.txt to determine how the superseded data were derived.
 DJ2072
 DJ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4100241494(NAD 83)
 DJ2072_MARKER: 53 = ELEVATED TANK
 DJ2072
 DJ2072  HISTORY     - Date     Condition        Report By
 DJ2072  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2072  HISTORY     - 1974     GOOD             MSHD
 DJ2072
 DJ2072                          STATION DESCRIPTION
 DJ2072
 DJ2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2072'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK ABOUT 130 FEET
 DJ2072'HIGH, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 DJ2072'
 DJ2072'THE STATION IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE CENTER OF
 DJ2072'GRENADA, AT THE END OF THE PAVED PORTION OF SECOND STREET.
 DJ2072
 DJ2072                          STATION RECOVERY (1974)
 DJ2072
 DJ2072'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2072'THE STATION WAS VISITED 7-23-74 AND WAS FOUND TO BE STANDING AND IN
 DJ2072'GOOD CONDITION.  THE STATION IS LOCATED ABOUT 0.4 MILE SOUTHEAST OF
 DJ2072'THE APPROXIMATE CENTER OF GRENADA ABOUT 100 YARDS SOUTHEAST OF THE
 DJ2072'I.C.R.R. STATION ON THE NORTH SIDE OF SECOND STREET.  IT IS A TANK
 DJ2072'ATOP A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR WITH THE WORDS
 DJ2072'FEDERAL COMPRESS IN BLACK LETTERS ON THE WEST SIDE AND IS ABOUT
 DJ2072'130 FEET HIGH.  THE FINAL WAS THE POINT OBSERVED.
 DJ2072'
 DJ2072'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GRENADA GO
 DJ2072'EAST-SOUTHEAST ON SECOND STREET FOR 0.35 MILE TO THE TANK ON THE
 DJ2072'LEFT JUST BEYOND THE CROSSING OF THE I.C.R.R. TRACK.
 DJ2072'
 DJ2072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE SE OF
 DJ2072'GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2068 ***********************************************************************
 DJ2068  DESIGNATION -  GRENADA FIRST PRESB CH SPIRE
 DJ2068  PID         -  DJ2068
 DJ2068  STATE/COUNTY-  MS/GRENADA
 DJ2068  USGS QUAD   -  GRENADA (1983)
 DJ2068
 DJ2068                         *CURRENT SURVEY CONTROL
 DJ2068  ___________________________________________________________________
 DJ2068* NAD 83(1993)-  33 47 01.48924(N)    089 48 14.43889(W)     ADJUSTED  
 DJ2068* NAVD 88     -              **(meters)            **(feet)            
 DJ2068  ___________________________________________________________________
 DJ2068  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DJ2068  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ2068  HORZ ORDER  -  THIRD
 DJ2068
 DJ2068.The horizontal coordinates were established by classical geodetic methods
 DJ2068.and adjusted by the National Geodetic Survey in May 1994.
 DJ2068
 DJ2068
 DJ2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2068
 DJ2068.The geoid height was determined by GEOID03.
 DJ2068
 DJ2068;                    North         East     Units Scale Factor Converg.
 DJ2068;SPC MS W     -   475,087.461   749,022.736   MT  0.99997962   +0 17 39.6
 DJ2068;SPC MS W     - 1,558,682.78  2,457,418.76   sFT  0.99997962   +0 17 39.6
 DJ2068;UTM  16      - 3,741,713.182   240,361.486   MT  1.00043113   -1 33 36.3
 DJ2068
 DJ2068                          SUPERSEDED SURVEY CONTROL
 DJ2068
 DJ2068  NAD 83(1986)-  33 47 01.50046(N)    089 48 14.43524(W) AD(       ) 4
 DJ2068  NAD 27      -  33 47 01.08500(N)    089 48 14.11500(W) AD(       ) 3
 DJ2068
 DJ2068.Superseded values are not recommended for survey control.
 DJ2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2068.See file dsdata.txt to determine how the superseded data were derived.
 DJ2068
 DJ2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4036141713(NAD 83)
 DJ2068_MARKER: 86 = CUPOLA
 DJ2068
 DJ2068  HISTORY     - Date     Condition        Report By
 DJ2068  HISTORY     - 1934     FIRST OBSERVED   CGS
 DJ2068  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DJ2068  HISTORY     - 1974     GOOD             MSHD
 DJ2068
 DJ2068                          STATION DESCRIPTION
 DJ2068
 DJ2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2068'IN GRENADA, THE CENTER OF THE CUPOLA ON THE PRESBYTERIAN CHURCH.
 DJ2068'
 DJ2068'CUT IN FROM STATIONS KEATON AND GRENADA.
 DJ2068
 DJ2068                          STATION RECOVERY (1957)
 DJ2068
 DJ2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2068'STATION IS THE FINIAL ATOP A SLIM SILVER PAINTED SPIRE APPROX.
 DJ2068'80 FEET HIGH, ON A WHITE STUCCO CHURCH.
 DJ2068'
 DJ2068'STATION IS ABOUT 0.1 MILE SOUTHWEST OF THE CENTER OF THE TOWN
 DJ2068'OF GRENADA, ON THE CORNER OF SECOND AND DOAK STREETS.
 DJ2068'
 DJ2068'THIS CHURCH WAS LOCATED IN 1934 AND WAS CALLED, GRENADA,
 DJ2068'PRESBYTERIAN CHURCH, CUPOLA, 1934.  IT WAS NOT DETERMINED IF
 DJ2068'THE SPIRE HAS BEEN ADDED SINCE 1934.
 DJ2068
 DJ2068                          STATION RECOVERY (1974)
 DJ2068
 DJ2068'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2068'GRENADA FIRST PRESBYTERIAN CHURCH SPIRE WAS VISITED 7-23-74 AND WAS
 DJ2068'FOUND TO BE STANDING AND IN GOOD CONDITION.  THE STATION IS LOCATED
 DJ2068'ABOUT 1-1/2 BLOCKS SOUTHWEST OF THE CENTER OF THE DOWNTOWN BUSINESS
 DJ2068'SECTION OF GRENADA IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 DJ2068'SECOND AND DOAK STREET.  THE STATION IS THE FINAL ATOP A SLIM
 DJ2068'SILVER PAINTED SPIRE APPROXIMATELY 80 FEET HIGH OVER THE SOUTHWEST
 DJ2068'CORNER OF A WHITE STUCCO CHURCH.
 DJ2068'
 DJ2068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2046 ***********************************************************************
 DJ2046  DESIGNATION -  GRENADA KOPPERS CO STACK
 DJ2046  PID         -  DJ2046
 DJ2046  STATE/COUNTY-  MS/GRENADA
 DJ2046  USGS QUAD   -  TIE PLANT (1983)
 DJ2046
 DJ2046                         *CURRENT SURVEY CONTROL
 DJ2046  ___________________________________________________________________
 DJ2046* NAD 83(1993)-  33 44 03.29315(N)    089 47 05.12818(W)     ADJUSTED  
 DJ2046* NAVD 88     -              **(meters)            **(feet)            
 DJ2046  ___________________________________________________________________
 DJ2046  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DJ2046  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DJ2046  HORZ ORDER  -  THIRD
 DJ2046
 DJ2046.The horizontal coordinates were established by classical geodetic methods
 DJ2046.and adjusted by the National Geodetic Survey in May 1994.
 DJ2046
 DJ2046
 DJ2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2046
 DJ2046.The geoid height was determined by GEOID03.
 DJ2046
 DJ2046;                    North         East     Units Scale Factor Converg.
 DJ2046;SPC MS W     -   469,606.643   750,835.066   MT  0.99998185   +0 18 16.8
 DJ2046;SPC MS W     - 1,540,701.13  2,463,364.71   sFT  0.99998185   +0 18 16.8
 DJ2046;UTM  16      - 3,736,174.157   241,996.351   MT  1.00042071   -1 32 50.4
 DJ2046
 DJ2046                          SUPERSEDED SURVEY CONTROL
 DJ2046
 DJ2046  NAD 83(1986)-  33 44 03.30435(N)    089 47 05.12482(W) AD(       ) 4
 DJ2046  NAD 27      -  33 44 02.88700(N)    089 47 04.81400(W) AD(       ) 3
 DJ2046
 DJ2046.Superseded values are not recommended for survey control.
 DJ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2046.See file dsdata.txt to determine how the superseded data were derived.
 DJ2046
 DJ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4199636174(NAD 83)
 DJ2046_MARKER: 63 = STACK
 DJ2046
 DJ2046  HISTORY     - Date     Condition        Report By
 DJ2046  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2046  HISTORY     - 1974     GOOD             MSHD
 DJ2046
 DJ2046                          STATION DESCRIPTION
 DJ2046
 DJ2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2046'STATION IS THE TOP CENTER OF A TAN CONCRETE STACK ABOUT 130 FEET
 DJ2046'HIGH ON THE PROPERTY OF THE KOPPERS CO., INC. WOOD PRESERVING
 DJ2046'DIVISION PLANT.
 DJ2046'
 DJ2046'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHEAST OF THE CENTER OF
 DJ2046'GRENADA, AND ABOUT 70 YARDS WEST OF THE KOPPERS CO. TANK.
 DJ2046
 DJ2046                          STATION RECOVERY (1974)
 DJ2046
 DJ2046'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2046'THE STATION WAS VISITED 7-24-74 AND WAS FOUND TO BE STANDING AND IN
 DJ2046'GOOD CONDITION.
 DJ2046'
 DJ2046'THE STATION IS ABOUT 3.7 MILES SOUTH OF THE CENTER OF GRENADA NEAR
 DJ2046'THE NORTHWEST CORNER OF THE KOPPERS CO. TIE PLANT ABOUT 150 YARDS
 DJ2046'EAST OF THE I.C.R.R. TRACK IN THE NW 1/4 OF SECTION 33, T 22N, R
 DJ2046'5E.  THE STATION IS THE TOP CENTER OF A CONCRETE STACK WITH THE
 DJ2046'FINAL TWO SECTIONS PAINTED BLACK AND IS ABOUT 130 FEET HIGH.
 DJ2046'
 DJ2046'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 51
 DJ2046'IN GRENADA GO SOUTH ON U.S. HIGHWAY 51 FOR 2.8 MILES TO A CROSSROAD.
 DJ2046'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 0.5 MILE TO THE
 DJ2046'I.C.R.R. TRACK AND THE STACK STRAIGHT AHEAD.
 DJ2046'
 DJ2046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES SOUTH
 DJ2046'OF GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2047 ***********************************************************************
 DJ2047  DESIGNATION -  GRENADA KOPPERS CO TANK
 DJ2047  PID         -  DJ2047
 DJ2047  STATE/COUNTY-  MS/GRENADA
 DJ2047  USGS QUAD   -  TIE PLANT (1983)
 DJ2047
 DJ2047                         *CURRENT SURVEY CONTROL
 DJ2047  ___________________________________________________________________
 DJ2047* NAD 83(1993)-  33 44 04.85748(N)    089 47 03.18209(W)     ADJUSTED  
 DJ2047* NAVD 88     -              **(meters)            **(feet)            
 DJ2047  ___________________________________________________________________
 DJ2047  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DJ2047  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DJ2047  HORZ ORDER  -  THIRD
 DJ2047
 DJ2047.The horizontal coordinates were established by classical geodetic methods
 DJ2047.and adjusted by the National Geodetic Survey in May 1994.
 DJ2047
 DJ2047
 DJ2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2047
 DJ2047.The geoid height was determined by GEOID03.
 DJ2047
 DJ2047;                    North         East     Units Scale Factor Converg.
 DJ2047;SPC MS W     -   469,655.106   750,884.904   MT  0.99998191   +0 18 17.8
 DJ2047;SPC MS W     - 1,540,860.13  2,463,528.22   sFT  0.99998191   +0 18 17.8
 DJ2047;UTM  16      - 3,736,221.004   242,047.752   MT  1.00042038   -1 32 49.4
 DJ2047
 DJ2047                          SUPERSEDED SURVEY CONTROL
 DJ2047
 DJ2047  NAD 83(1986)-  33 44 04.86867(N)    089 47 03.17874(W) AD(       ) 4
 DJ2047  NAD 27      -  33 44 04.45200(N)    089 47 02.86800(W) AD(       ) 3
 DJ2047
 DJ2047.Superseded values are not recommended for survey control.
 DJ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2047.See file dsdata.txt to determine how the superseded data were derived.
 DJ2047
 DJ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4204836221(NAD 83)
 DJ2047_MARKER: 53 = ELEVATED TANK
 DJ2047
 DJ2047  HISTORY     - Date     Condition        Report By
 DJ2047  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2047  HISTORY     - 1974     GOOD             MSHD
 DJ2047
 DJ2047                          STATION DESCRIPTION
 DJ2047
 DJ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2047'STATION IS THE APEX OF A SILVER PAINTED TANK ABOUT 80 FEET
 DJ2047'HIGH, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, LOCATED ON
 DJ2047'THE PROPERTY OF THE KOPPERS CO., INC. WOOD PRESERVING DIVISION
 DJ2047'PLANT.
 DJ2047'
 DJ2047'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHEAST OF THE CENTER
 DJ2047'OF GRENADA, AND IS ABOUT 70 YARDS EAST OF THE KOPPERS CO. STACK.
 DJ2047'
 DJ2047'THE WORD KOPPERS IS PAINTED IN BLACK ON THE TANK IN CONNECTION
 DJ2047'WITH AN INSIGNIA (KOPPERS TRADE MARK), ON THE WEST SIDE.
 DJ2047
 DJ2047                          STATION RECOVERY (1974)
 DJ2047
 DJ2047'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2047'GRENADA KOPPERS CO. INC. TANK WAS VISITED 7-24-74 AND WAS FOUND TO
 DJ2047'BE STANDING AND IN GOOD CONDITION.  THE STATION IS LOCATED 3.7 MILES
 DJ2047'SOUTH OF GRENADA ABOUT 50 YARDS EAST OF THE NORTHEAST CORNER OF THE
 DJ2047'KOPPERS CO. INC. TIE PLANT ABOUT 200 YARDS EAST OF THE I.C.R.R.
 DJ2047'TRACK IN THE NORTHWEST 1/4 OF SECTION 33, T 22N, R 5E.  THE STATION
 DJ2047'IS THE APEX OF A SILVER PAINTED TANK ABOUT 80 FEET HIGH
 DJ2047'SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.  THE WORD KOPPERS ARE
 DJ2047'PAINTED IN BLACK LETTERS ON THE WEST SIDE OF THE TANK.
 DJ2047'
 DJ2047'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 51
 DJ2047'IN GRENADA GO SOUTH ON U.S. HIGHWAY 51 FOR 2.8 MILES TO A CROSSROAD.
 DJ2047'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 0.5 MILE TO THE
 DJ2047'CROSSING OF THE I.C.R.R. TRACK AND THE TANK STRAIGHT AHEAD.
 DJ2047'
 DJ2047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES SOUTH OF
 DJ2047'GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2043 ***********************************************************************
 DJ2043  DESIGNATION -  GRENADA MC QUAY INC TANK
 DJ2043  PID         -  DJ2043
 DJ2043  STATE/COUNTY-  MS/GRENADA
 DJ2043  USGS QUAD   -  TIE PLANT (1983)
 DJ2043
 DJ2043                         *CURRENT SURVEY CONTROL
 DJ2043  ___________________________________________________________________
 DJ2043* NAD 83(1993)-  33 43 26.40567(N)    089 46 59.69768(W)     ADJUSTED  
 DJ2043* NAVD 88     -              **(meters)            **(feet)            
 DJ2043  ___________________________________________________________________
 DJ2043  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DJ2043  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DJ2043  HORZ ORDER  -  THIRD
 DJ2043
 DJ2043.The horizontal coordinates were established by classical geodetic methods
 DJ2043.and adjusted by the National Geodetic Survey in May 1994.
 DJ2043
 DJ2043
 DJ2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2043
 DJ2043.The geoid height was determined by GEOID03.
 DJ2043
 DJ2043;                    North         East     Units Scale Factor Converg.
 DJ2043;SPC MS W     -   468,470.905   750,980.912   MT  0.99998203   +0 18 19.5
 DJ2043;SPC MS W     - 1,536,974.96  2,463,843.21   sFT  0.99998203   +0 18 19.5
 DJ2043;UTM  16      - 3,735,033.800   242,105.470   MT  1.00042001   -1 32 45.9
 DJ2043
 DJ2043                          SUPERSEDED SURVEY CONTROL
 DJ2043
 DJ2043  NAD 83(1986)-  33 43 26.41685(N)    089 46 59.69433(W) AD(       ) 4
 DJ2043  NAD 27      -  33 43 25.99800(N)    089 46 59.38500(W) AD(       ) 3
 DJ2043
 DJ2043.Superseded values are not recommended for survey control.
 DJ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2043.See file dsdata.txt to determine how the superseded data were derived.
 DJ2043
 DJ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4210535034(NAD 83)
 DJ2043_MARKER: 53 = ELEVATED TANK
 DJ2043
 DJ2043  HISTORY     - Date     Condition        Report By
 DJ2043  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2043  HISTORY     - 1974     GOOD             MSHD
 DJ2043
 DJ2043                          STATION DESCRIPTION
 DJ2043
 DJ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2043'STATION IS THE FINIAL ATOP A SILVER PAINTED TANK, SUPPORTED BY
 DJ2043'FOUR CYLINDRICAL STEEL LEGS, ABOUT 115 FEET HIGH.  THE WORDS
 DJ2043'MC QUAY, INC. ARE PAINTED IN BLACK ON THE NORTH AND SOUTH
 DJ2043'SIDES OF THE TANK.
 DJ2043'
 DJ2043'STATION IS ABOUT 3.65 MILES SOUTH ON U.S. HIGHWAY 51 FROM THE
 DJ2043'JUNCTION OF U.S. HIGHWAY 51 AND STATE ROUTES 7 AND 8 ON THE
 DJ2043'SOUTH SIDE OF GRENADA, AND ABOUT 100 YARDS EAST OF THE HIGHWAY.
 DJ2043'
 DJ2043'THE TANK IS AT THE SOUTHWEST CORNER OF THE MC QUAY, INC. PLANT.
 DJ2043
 DJ2043                          STATION RECOVERY (1974)
 DJ2043
 DJ2043'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2043'GRENADA MCQUAY INC TANK WAS VISITED 7-24-74 AND WAS FOUND TO BE
 DJ2043'STANDING AND IN GOOD CONDITION.  (NOTE) A SIMILAR TANK IS LOCATED AT
 DJ2043'THE SOUTHEAST CORNER OF THE PLANT GROUND.  THE STATION IS LOCATED
 DJ2043'ABOUT 4.3 MILES SOUTH OF THE CENTER OF GRENADA NEAR THE SOUTHWEST
 DJ2043'CORNER OF THE GROUNDS OF MCQUAY INC. JUST OUTSIDE THE FENCE AT
 DJ2043'THE REAR OF THE PLANT ABOUT 100 YARDS EAST OF U.S. HIGHWAY 51 IN
 DJ2043'THE SOUTHWEST 1/4 OF SECTION 33, T 22N, R 5E.  STATION IS THE
 DJ2043'FINAL ATOP A BLUE PAINTED TANK SUPPORTED BY FOUR CYLINDRICAL
 DJ2043'STEEL LEGS ABOUT 115 FEET HIGH.  THE WORDS MCQUAY DIV ARE
 DJ2043'PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH SIDE OF THE
 DJ2043'TANK.
 DJ2043'
 DJ2043'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 8 AND
 DJ2043'U.S. HIGHWAY 51 IN GRENADA GO SOUTH ON U.S. HIGHWAY 51 FOR 3.6 MILES
 DJ2043'TO THE ENTRANCE TO THE REAR OF THE PLANT AND THE TANK ON THE LEFT.
 DJ2043'
 DJ2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.3 MILES SOUTH OF
 DJ2043'GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2073 ***********************************************************************
 DJ2073  DESIGNATION -  GRENADA MISS PWR AND LT CHIM
 DJ2073  PID         -  DJ2073
 DJ2073  STATE/COUNTY-  MS/GRENADA
 DJ2073  USGS QUAD   -  GRENADA (1983)
 DJ2073
 DJ2073                         *CURRENT SURVEY CONTROL
 DJ2073  ___________________________________________________________________
 DJ2073* NAD 83(1993)-  33 46 43.68683(N)    089 47 55.18289(W)     ADJUSTED  
 DJ2073* NAVD 88     -              **(meters)            **(feet)            
 DJ2073  ___________________________________________________________________
 DJ2073  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 DJ2073  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DJ2073  HORZ ORDER  -  THIRD
 DJ2073
 DJ2073.The horizontal coordinates were established by classical geodetic methods
 DJ2073.and adjusted by the National Geodetic Survey in May 1994.
 DJ2073
 DJ2073
 DJ2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2073
 DJ2073.The geoid height was determined by GEOID03.
 DJ2073
 DJ2073;                    North         East     Units Scale Factor Converg.
 DJ2073;SPC MS W     -   474,541.533   749,520.971   MT  0.99998022   +0 17 50.2
 DJ2073;SPC MS W     - 1,556,891.68  2,459,053.39   sFT  0.99998022   +0 17 50.2
 DJ2073;UTM  16      - 3,741,151.165   240,842.010   MT  1.00042806   -1 33 24.8
 DJ2073
 DJ2073                          SUPERSEDED SURVEY CONTROL
 DJ2073
 DJ2073  NAD 83(1986)-  33 46 43.69809(N)    089 47 55.17937(W) AD(       ) 4
 DJ2073  NAD 27      -  33 46 43.28000(N)    089 47 54.86100(W) AD(       ) 3
 DJ2073
 DJ2073.Superseded values are not recommended for survey control.
 DJ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2073.See file dsdata.txt to determine how the superseded data were derived.
 DJ2073
 DJ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4084241151(NAD 83)
 DJ2073_MARKER: 85 = CHIMNEY
 DJ2073
 DJ2073  HISTORY     - Date     Condition        Report By
 DJ2073  HISTORY     - 1934     FIRST OBSERVED   CGS
 DJ2073  HISTORY     - 1957     GOOD             CGS
 DJ2073  HISTORY     - 1974     GOOD             MSHD
 DJ2073
 DJ2073                          STATION DESCRIPTION
 DJ2073
 DJ2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2073'ON THE EAST SIDE OF THE TOWN OF GRENADA, THE CENTER OF A LARGE
 DJ2073'CONCRETE CHIMNEY AT THE MISSISSIPPI POWER AND LIGHT COMPANY
 DJ2073'PLANT.
 DJ2073'
 DJ2073'CUT IN FROM STATIONS KEATON, IRBY AND GRENADA.
 DJ2073
 DJ2073                          STATION RECOVERY (1957)
 DJ2073
 DJ2073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2073'STATION WAS RECOVERED AS DESCRIBED.  THE CHIMNEY IS ABOUT
 DJ2073'100 FEET HIGH.
 DJ2073
 DJ2073                          STATION RECOVERY (1974)
 DJ2073
 DJ2073'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2073'GRENADA MISSISSIPPI POWER AND LIGHT COMPANY CHIMNEY WAS VISITED
 DJ2073'7-23-74 AND WAS FOUND TO BE STANDING AND IN GOOD CONDITION.  (NOTE)
 DJ2073'THE CHIMNEY IS THE PROPERTY OF THE CITY OF GRENADA NOW.  THE
 DJ2073'STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE APPROXIMATE
 DJ2073'CENTER OF GRENADA NEAR THE NORTHEAST CORNER OF THE GRENADA
 DJ2073'WATER DEPARTMENT PROPERTY AND ON THE WEST SIDE OF THE I.C.R.R.
 DJ2073'TRACK.  THE STATION IS THE CENTER OF A LARGE CONCRETE CHIMNEY ABOUT
 DJ2073'120 FEET HIGH.
 DJ2073'
 DJ2073'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GRENADA GO
 DJ2073'SOUTH-SOUTHWEST ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF
 DJ2073'COLLEGE BLVD. JUST BEYOND A FORK.  TURN LEFT AND GO EAST ON COLLEGE
 DJ2073'BLVD. FOR 0.25 MILE TO THE BEGINNING OF BRYANT STREET.  CONTINUE
 DJ2073'EAST ON BRYANT STREET FOR 0.1 MILE TO THE CHIMNEY ON THE LEFT JUST
 DJ2073'BEFORE REACHING THE RAILROAD TRACK.
 DJ2073'
 DJ2073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE SE OF
 DJ2073'GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2062 ***********************************************************************
 DJ2062  DESIGNATION -  GRENADA RAD STA WNAG MAST
 DJ2062  PID         -  DJ2062
 DJ2062  STATE/COUNTY-  MS/GRENADA
 DJ2062  USGS QUAD   -  GRENADA (1983)
 DJ2062
 DJ2062                         *CURRENT SURVEY CONTROL
 DJ2062  ___________________________________________________________________
 DJ2062* NAD 83(1993)-  33 46 48.00298(N)    089 48 09.80043(W)     ADJUSTED  
 DJ2062* NAVD 88     -              **(meters)            **(feet)            
 DJ2062  ___________________________________________________________________
 DJ2062  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DJ2062  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DJ2062  HORZ ORDER  -  THIRD
 DJ2062
 DJ2062.The horizontal coordinates were established by classical geodetic methods
 DJ2062.and adjusted by the National Geodetic Survey in May 1994.
 DJ2062
 DJ2062
 DJ2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2062
 DJ2062.The geoid height was determined by GEOID03.
 DJ2062
 DJ2062;                    North         East     Units Scale Factor Converg.
 DJ2062;SPC MS W     -   474,672.568   749,144.207   MT  0.99997976   +0 17 42.1
 DJ2062;SPC MS W     - 1,557,321.58  2,457,817.29   sFT  0.99997976   +0 17 42.1
 DJ2062;UTM  16      - 3,741,294.387   240,469.517   MT  1.00043044   -1 33 33.1
 DJ2062
 DJ2062                          SUPERSEDED SURVEY CONTROL
 DJ2062
 DJ2062  NAD 83(1986)-  33 46 48.01423(N)    089 48 09.79690(W) AD(       ) 4
 DJ2062  NAD 27      -  33 46 47.60000(N)    089 48 09.48100(W) AD(       ) 3
 DJ2062
 DJ2062.Superseded values are not recommended for survey control.
 DJ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2062.See file dsdata.txt to determine how the superseded data were derived.
 DJ2062
 DJ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4047041294(NAD 83)
 DJ2062_MARKER: 42 = RADIO/TV MAST
 DJ2062
 DJ2062  HISTORY     - Date     Condition        Report By
 DJ2062  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2062  HISTORY     - 1974     GOOD             MSHD
 DJ2062
 DJ2062                          STATION DESCRIPTION
 DJ2062
 DJ2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2062'STATION IS THE LIGHT ON THE TOP CENTER OF A RED AND WHITE PAINTED,
 DJ2062'SLENDER STEEL RADIO MAST OF STATION WNAG, AND IS 187 FEET HIGH.
 DJ2062'
 DJ2062'THE STATION IS AT THE CORNER OF MOUND AND FOURTH STREETS IN
 DJ2062'GRENADA, ABOUT 160 FEET WEST OF MOUND ST. AND 160 FEET SOUTH
 DJ2062'OF FOURTH ST.
 DJ2062
 DJ2062                          STATION RECOVERY (1974)
 DJ2062
 DJ2062'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2062'THE STATION WAS VISITED 7-23-74 AND WAS FOUND TO BE STANDING AND IN
 DJ2062'GOOD CONDITION.  THE STATION IS LOCATED ABOUT 0.3 MILE SOUTHEAST OF
 DJ2062'THE APPROXIMATE CENTER OF THE BUSINESS SECTION OF GRENADA IN THE
 DJ2062'SOUTHWEST ANGLE OF THE INTERSECTION OF FOURTH STREET AND MOUND
 DJ2062'STREET ABOUT 100 FEET SOUTHWEST OF THE STUDIO BUILDING.
 DJ2062'
 DJ2062'THE STATION IS THE LIGHT ON THE TOP CENTER OF A GREY SLENDER STEEL
 DJ2062'RADIO MAST OF STATION WNAG AND IS ABOUT 187 FEET HIGH.
 DJ2062'
 DJ2062'TO REACH FROM THE U.S. POST OFFICE IN GRENADA GO SOUTH-SOUTHWEST ON
 DJ2062'MAIN STREET FOR 0.2 MILE TO THE INTERSECTION OF FOURTH STREET.  TURN
 DJ2062'LEFT AND GO EAST ON FOURTH STREET FOR 0.1 MILE TO THE INTERSECTION
 DJ2062'OF MOUND STREET AND THE MAST ON THE RIGHT.
 DJ2062'
 DJ2062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE SOUTHEAST
 DJ2062'OF GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1441 ***********************************************************************
 DJ1441  DESIGNATION -  GRENADA RM 1
 DJ1441  PID         -  DJ1441
 DJ1441  STATE/COUNTY-  MS/GRENADA
 DJ1441  USGS QUAD   -  GRENADA (1983)
 DJ1441
 DJ1441                         *CURRENT SURVEY CONTROL
 DJ1441  ___________________________________________________________________
 DJ1441* NAD 83(1986)-  33 46 45.     (N)    089 48 14.     (W)     SCALED    
 DJ1441* NAVD 88     -        62.326  (meters)     204.48   (feet)  ADJUSTED  
 DJ1441  ___________________________________________________________________
 DJ1441  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ1441  DYNAMIC HT  -          62.263 (meters)     204.27  (feet)  COMP
 DJ1441  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 DJ1441
 DJ1441  VERT ORDER  -  SECOND    CLASS 0
 DJ1441
 DJ1441.The horizontal coordinates were scaled from a topographic map and have
 DJ1441.an estimated accuracy of +/- 6 seconds.
 DJ1441
 DJ1441.The orthometric height was determined by differential leveling
 DJ1441.and adjusted in June 1991.
 DJ1441
 DJ1441.The geoid height was determined by GEOID03.
 DJ1441
 DJ1441.The dynamic height is computed by dividing the NAVD 88
 DJ1441.geopotential number by the normal gravity value computed on the
 DJ1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1441.degrees latitude (g = 980.6199 gals.).
 DJ1441
 DJ1441.The modeled gravity was interpolated from observed gravity values.
 DJ1441
 DJ1441;                    North         East    Units  Estimated Accuracy
 DJ1441;SPC MS W     -   474,580.      749,040.      MT  (+/- 180 meters Scaled)
 DJ1441
 DJ1441                          SUPERSEDED SURVEY CONTROL
 DJ1441
 DJ1441  NGVD 29 (??/??/92)   62.331  (m)          204.50   (f) ADJ UNCH    2 0
 DJ1441
 DJ1441.Superseded values are not recommended for survey control.
 DJ1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1441.See file dsdata.txt to determine how the superseded data were derived.
 DJ1441
 DJ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC403412(NAD 83)
 DJ1441_MARKER: DR = REFERENCE MARK DISK
 DJ1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1441_STAMPING: GRENADA NO. 1 1934
 DJ1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1441+STABILITY: SURFACE MOTION
 DJ1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1441+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 DJ1441
 DJ1441  HISTORY     - Date     Condition        Report By
 DJ1441  HISTORY     - 1934     MONUMENTED       CGS
 DJ1441  HISTORY     - 1944     GOOD             NGS
 DJ1441  HISTORY     - 19810301 GOOD             MSSU
 DJ1441  HISTORY     - 20071110 GOOD             MSSU
 DJ1441
 DJ1441                          STATION DESCRIPTION
 DJ1441
 DJ1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DJ1441'IN GRENADA.
 DJ1441'AT GRENADA, ON THE WEST EDGE OF THE GROUND OF THE BARWIN HOTEL, 0.2
 DJ1441'MILE SOUTH OF THE POST OFFICE BUILDING, 114.7 FEET SOUTH-SOUTHWEST OF
 DJ1441'STATION GRENADA, 2.5 FEET SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK,
 DJ1441'20 FEET WEST OF A 8 INCH OAK TREE, BRONZE DISK SET IN THE TOP OF A
 DJ1441'CONCRETE POST.
 DJ1441
 DJ1441                          STATION RECOVERY (1981)
 DJ1441
 DJ1441'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1441'RECOVERED IN GOOD CONDITION.
 DJ1441
 DJ1441                          STATION RECOVERY (2007)
 DJ1441
 DJ1441'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (FMP)
 DJ1441'RECOVERY NOTE BY FRANK MATTHEW POWELL, II. THE STATION WAS VISITED
 DJ1441'11/10/07 AND ALL MARKS WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK
 DJ1441'IS VISIBLE FROM THE STATION.
 DJ1441'THE STATION IS LOCATED 0.35 MILES SOUTH OF THE CENTER OF THE BUSINESS
 DJ1441'DISTRICT OF GRENADA NEAR THE SW CORNER OF THE GROUNDS OF ALL SAINTS
 DJ1441'HOUSE (RETIREMENT HOME), IN THE SOUTHWEST QUARTER OF SECTION 8, T22N,
 DJ1441'R5E.
 DJ1441'STATION MARK IS STANDARD DISK, STAMPED GRENADA 1934 SET IN TOP OF
 DJ1441'CONCRETE POST, 2.5 IN. BELOW SURFACE OF THE GROUND.
 DJ1441'IT IS 54 FEET EAST OF CENTER OF MAIN STREET, 101 FEET SOUTH OF THE
 DJ1441'CENTER OF DRIVEWAY TO ALL SAINTS HOUSE, 209 FEET WEST OF THE SW CORNER
 DJ1441'OF LARGE BRICK BUILDING, 45 FEET NE OF A STREET LAMP, 16.5 FT. EAST OF
 DJ1441'EAST EDGE OF A CONCRETE SIDEWALK, 14 FEET NORTH OF CHAIN LINK FENCE,
 DJ1441'32 FEET SSW OF PECAN TREE WITH 5 TRUNKS, 7 FEET SW OF A CAST IRON
 DJ1441'COVER MARKED SEWER, 57.5 FEET SOUTH OF A FLAG POLE.
 DJ1441' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1442 ***********************************************************************
 DJ1442  DESIGNATION -  GRENADA RM 2
 DJ1442  PID         -  DJ1442
 DJ1442  STATE/COUNTY-  MS/GRENADA
 DJ1442  USGS QUAD   -  GRENADA (1983)
 DJ1442
 DJ1442                         *CURRENT SURVEY CONTROL
 DJ1442  ___________________________________________________________________
 DJ1442* NAD 83(1986)-  33 46 45.     (N)    089 48 14.     (W)     SCALED    
 DJ1442* NAVD 88     -        62.583  (meters)     205.32   (feet)  ADJUSTED  
 DJ1442  ___________________________________________________________________
 DJ1442  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DJ1442  DYNAMIC HT  -          62.519 (meters)     205.11  (feet)  COMP
 DJ1442  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 DJ1442
 DJ1442  VERT ORDER  -  SECOND    CLASS 0
 DJ1442
 DJ1442.The horizontal coordinates were scaled from a topographic map and have
 DJ1442.an estimated accuracy of +/- 6 seconds.
 DJ1442
 DJ1442.The orthometric height was determined by differential leveling
 DJ1442.and adjusted in June 1991.
 DJ1442
 DJ1442.The geoid height was determined by GEOID03.
 DJ1442
 DJ1442.The dynamic height is computed by dividing the NAVD 88
 DJ1442.geopotential number by the normal gravity value computed on the
 DJ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1442.degrees latitude (g = 980.6199 gals.).
 DJ1442
 DJ1442.The modeled gravity was interpolated from observed gravity values.
 DJ1442
 DJ1442;                    North         East    Units  Estimated Accuracy
 DJ1442;SPC MS W     -   474,580.      749,040.      MT  (+/- 180 meters Scaled)
 DJ1442
 DJ1442                          SUPERSEDED SURVEY CONTROL
 DJ1442
 DJ1442  NGVD 29 (??/??/92)   62.587  (m)          205.34   (f) ADJ UNCH    2 0
 DJ1442
 DJ1442.Superseded values are not recommended for survey control.
 DJ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1442.See file dsdata.txt to determine how the superseded data were derived.
 DJ1442
 DJ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC403412(NAD 83)
 DJ1442_MARKER: DR = REFERENCE MARK DISK
 DJ1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ1442_SP_SET: SIDEWALK
 DJ1442_STAMPING: GRENADA NO. 2 1934
 DJ1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1442
 DJ1442  HISTORY     - Date     Condition        Report By
 DJ1442  HISTORY     - 1934     MONUMENTED       CGS
 DJ1442  HISTORY     - 1944     GOOD             NGS
 DJ1442  HISTORY     - 19791101 MARK NOT FOUND   USGS
 DJ1442
 DJ1442                          STATION DESCRIPTION
 DJ1442
 DJ1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DJ1442'IN GRENADA.
 DJ1442'AT GRENADA, 0.2 MILE SOUTH OF THE POST OFFICE BUILDING ALONG MAIN
 DJ1442'STREET, ON THE WEST EDGE OF THE GROUND OF THE BARWIN HOTEL, 102.9 FEET
 DJ1442'NORTH-NORTHWEST OF TRIANGULATION STATION GRENADA, IN THE WEST EDGE OF
 DJ1442'THE SIDEWALK, 14 FEET WEST OF MAIN STREET, BRONZE DISK SET IN
 DJ1442'SIDEWALK.
 DJ1442
 DJ1442                          STATION RECOVERY (1979)
 DJ1442
 DJ1442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLP)
 DJ1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2064 ***********************************************************************
 DJ2064  DESIGNATION -  GRENADA VIDEO INC TV MAST
 DJ2064  PID         -  DJ2064
 DJ2064  STATE/COUNTY-  MS/GRENADA
 DJ2064  USGS QUAD   -  GRENADA (1983)
 DJ2064
 DJ2064                         *CURRENT SURVEY CONTROL
 DJ2064  ___________________________________________________________________
 DJ2064* NAD 83(1993)-  33 46 33.34045(N)    089 49 10.46521(W)     ADJUSTED  
 DJ2064* NAVD 88     -              **(meters)            **(feet)            
 DJ2064  ___________________________________________________________________
 DJ2064  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DJ2064  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DJ2064  HORZ ORDER  -  THIRD
 DJ2064
 DJ2064.The horizontal coordinates were established by classical geodetic methods
 DJ2064.and adjusted by the National Geodetic Survey in May 1994.
 DJ2064
 DJ2064
 DJ2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2064
 DJ2064.The geoid height was determined by GEOID03.
 DJ2064
 DJ2064;                    North         East     Units Scale Factor Converg.
 DJ2064;SPC MS W     -   474,212.912   747,585.704   MT  0.99997790   +0 17 08.3
 DJ2064;SPC MS W     - 1,555,813.53  2,452,704.10   sFT  0.99997790   +0 17 08.3
 DJ2064;UTM  16      - 3,740,885.210   238,896.239   MT  1.00044054   -1 34 06.3
 DJ2064
 DJ2064                          SUPERSEDED SURVEY CONTROL
 DJ2064
 DJ2064  NAD 83(1986)-  33 46 33.35166(N)    089 49 10.46172(W) AD(       ) 4
 DJ2064  NAD 27      -  33 46 32.93700(N)    089 49 10.14700(W) AD(       ) 3
 DJ2064
 DJ2064.Superseded values are not recommended for survey control.
 DJ2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2064.See file dsdata.txt to determine how the superseded data were derived.
 DJ2064
 DJ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3889640885(NAD 83)
 DJ2064_MARKER: 42 = RADIO/TV MAST
 DJ2064
 DJ2064  HISTORY     - Date     Condition        Report By
 DJ2064  HISTORY     - 1957     FIRST OBSERVED   CGS
 DJ2064  HISTORY     - 1974     GOOD             MSHD
 DJ2064
 DJ2064                          STATION DESCRIPTION
 DJ2064
 DJ2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2064'STATION IS THE TOP CENTER OF A 300 FOOT RED AND WHITE SLENDER
 DJ2064'STEEL MAST USED FOR TV RECEPTION ONLY.
 DJ2064'
 DJ2064'STATION IS ABOUT 1.0 MILE WEST OF THE CENTER OF GRENADA ON
 DJ2064'A WOODED HILL WHICH IS QUITE PROMINENT.
 DJ2064
 DJ2064                          STATION RECOVERY (1974)
 DJ2064
 DJ2064'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 DJ2064'THE STATION WAS VISITED 7-23-74 AND WAS FOUND TO BE STANDING IN GOOD
 DJ2064'CONDITION.  THE STATION IS LOCATED 1.1 MILES WEST OF THE CENTER OF
 DJ2064'THE BUSINESS SECTION OF GRENADA ABOUT 0.2 MILE EAST OF HIGHWAY 8 IN
 DJ2064'THE NORTHWEST 1/4 OF SECTION 18, T 22N, R 5E.  THE STATION IS THE
 DJ2064'TOP CENTER OF A 300 FOOT RED AND WHITE SLENDER STEEL MAST USED
 DJ2064'FOR T.V.  RECEPTION ONLY.
 DJ2064'
 DJ2064'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY
 DJ2064'51 IN GRENADA GO WEST ON STATE HIGHWAY 8 FOR 1 MILE TO A CROSSROAD.
 DJ2064'TURN RIGHT AND GO EAST ON SPRING HILL ROAD FOR 0.25 MILE TO A SIDE
 DJ2064'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD FOR
 DJ2064'125 YARDS TO THE TOP OF A HILL AND THE MAST ON THE RIGHT.
 DJ2064'
 DJ2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES WEST OF
 DJ2064'GRENADA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1541 ***********************************************************************
 BV1541  DESIGNATION -  GRETNA
 BV1541  PID         -  BV1541
 BV1541  STATE/COUNTY-  MS/WAYNE
 BV1541  USGS QUAD   -  MATHERVILLE (1964)
 BV1541
 BV1541                         *CURRENT SURVEY CONTROL
 BV1541  ___________________________________________________________________
 BV1541* NAD 83(1993)-  31 45 45.66688(N)    088 30 07.52174(W)     ADJUSTED  
 BV1541* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BV1541  ___________________________________________________________________
 BV1541  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BV1541  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BV1541  HORZ ORDER  -  THIRD
 BV1541
 BV1541.The horizontal coordinates were established by classical geodetic methods
 BV1541.and adjusted by the National Geodetic Survey in May 1994.
 BV1541
 BV1541.The orthometric height was scaled from a topographic map.
 BV1541
 BV1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1541
 BV1541.The geoid height was determined by GEOID03.
 BV1541
 BV1541;                    North         East     Units Scale Factor Converg.
 BV1541;SPC MS E     -   250,883.780   331,379.143   MT  0.99996214   +0 10 27.7
 BV1541;SPC MS E     -   823,107.87  1,087,199.74   sFT  0.99996214   +0 10 27.7
 BV1541;SPC AL W     -   195,848.443   505,070.502   MT  1.00004444   -0 31 39.1
 BV1541;UTM  16      - 3,515,113.339   357,748.091   MT  0.99984957   -0 47 27.0
 BV1541
 BV1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1541!SPC MS E     -   0.99998714  x   0.99996214  =   0.99994928
 BV1541!SPC AL W     -   0.99998714  x   1.00004444  =   1.00003158
 BV1541!UTM  16      -   0.99998714  x   0.99984957  =   0.99983671
 BV1541
 BV1541:                Primary Azimuth Mark                     Grid Az
 BV1541:SPC MS E     -  GRETNA AZ MK                             082 26 20.9
 BV1541:SPC AL W     -  GRETNA AZ MK                             083 08 27.7
 BV1541:UTM  16      -  GRETNA AZ MK                             083 24 15.6
 BV1541
 BV1541|---------------------------------------------------------------------|
 BV1541| PID    Reference Object                     Distance      Geod. Az  |
 BV1541|                                                           dddmmss.s |
 BV1541| BV2050 GRETNA AZ MK                                       0823648.6 |
 BV1541| BV1433 ATT MICROWAVE STA KIN 47 TOWER      APPROX. 9.9 KM 0981244.5 |
 BV1541| BV2048 GRETNA RM 1                          21.256 METERS 19852     |
 BV1541| BV2049 GRETNA RM 2                          19.615 METERS 29002     |
 BV1541|---------------------------------------------------------------------|
 BV1541
 BV1541                          SUPERSEDED SURVEY CONTROL
 BV1541
 BV1541  NAD 83(1993)-  31 45 45.67165(N)    088 30 07.52139(W) AD(       ) 3
 BV1541  NAD 83(1986)-  31 45 45.68179(N)    088 30 07.52427(W) AD(       ) 3
 BV1541  NAD 27      -  31 45 45.11700(N)    088 30 07.43600(W) AD(       ) 3
 BV1541
 BV1541.Superseded values are not recommended for survey control.
 BV1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1541.See file dsdata.txt to determine how the superseded data were derived.
 BV1541
 BV1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA5774815113(NAD 83)
 BV1541_MARKER: DS = TRIANGULATION STATION DISK
 BV1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1541_SP_SET: CONCRETE POST
 BV1541_STAMPING: GRETNA 1956
 BV1541_MARK LOGO: CGS   
 BV1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1541+STABILITY: SURFACE MOTION
 BV1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1541+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 BV1541
 BV1541  HISTORY     - Date     Condition        Report By
 BV1541  HISTORY     - 1956     MONUMENTED       CGS
 BV1541  HISTORY     - 1956     GOOD             CGS
 BV1541  HISTORY     - 1964     GOOD             MSHD
 BV1541  HISTORY     - 19910611 GOOD             MSHD
 BV1541
 BV1541                          STATION DESCRIPTION
 BV1541
 BV1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1541'THE STATION IS ABOUT 10 MILES WEST OF SILAS ALABAMA, 9-1/2 MILES
 BV1541'NORTHEAST OF WAYNESBORO MISSISSIPPI, 2 MILES WEST OF THE ALABAMA
 BV1541'MISSISSIPPI STATE LINE AND IS ON PROPERTY OWNED BY MRS. MOZINGO. IT
 BV1541'IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, 156 FEET NORTH OF THE
 BV1541'INTERSECTION OF A GRAVEL ROAD AND A NARROW FARM ROAD, 77 FEET
 BV1541'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 37 FEET EAST OF A 24
 BV1541'INCH OAK TREE AND 1 FOOT SOUTH OF A FENCE LINE. THE MARK IS
 BV1541'FLUSH AND THE DISK IS STAMPED GRETNA 1956.
 BV1541'
 BV1541'TO REACH THE STATION FROM THE WAYNESBORO POST OFFICE IN WAYNESBORO,
 BV1541'GO EAST ON CAR STREET FOR 0.2 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 BV1541'45. CROSS HIGHWAY 45 AND CONTINUE EAST ON PAVED ROAD FOR 2.1 MILES
 BV1541'TO A LARGE SCHOOL ON THE LEFT. CONTINUE EASTERLY ON PAVED ROAD FOR
 BV1541'0.85 MILE TO A PAVED FORK. TAKE RIGHT FORK AND GO NORTHEAST ON
 BV1541'PAVED ROAD FOR 2.7 MILES TO A PAVED FORK. TAKE RIGHT FORK AND
 BV1541'CONTINUE NORTHEAST ON PAVED ROAD FOR 5.0 MILES TO A GRAVEL
 BV1541'CROSSROAD AT TOP OF HILL*. TURN LEFT THROUGH A CUT AND GO NORTH
 BV1541'ON GRAVEL ROAD FOR 0.1 MILE TO NARROW FARM ROAD ON THE LEFT AND
 BV1541'THE STATION NORTH OF THE INTERSECTION.
 BV1541'
 BV1541'TO REACH THE AZIMUTH MARK FROM THIS POINT*, CONTINUE NORTHEAST ON
 BV1541'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BV1541'
 BV1541'REFERENCE MARK 1 IS 24 FEET SOUTHEAST OF A 24 INCH OAK TREE, 19 FEET
 BV1541'NORTHEAST OF THE CENTER OF THE FARM LANE AND 1 FOOT EAST OF THE WIRE
 BV1541'FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED GRETNA NO 1 1956.
 BV1541'
 BV1541'REFERENCE MARK 2 IS 42 FEET EAST OF THE CENTER OF THE FARM ROAD AND
 BV1541'1 FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE DISK
 BV1541'IS STAMPED GRETNA NO 2 1956.
 BV1541'
 BV1541'THE AZIMUTH MARK IS 52 FEET NORTHEAST OF THE CENTER OF THE PAVED
 BV1541'ROAD, 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT SOUTHWEST OF
 BV1541'A FENCE LINE AND IS AT THE EAST EDGE OF THE HIGHWAY RIGHT-OF-WAY.
 BV1541'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRETNA 1956.
 BV1541
 BV1541                          STATION RECOVERY (1956)
 BV1541
 BV1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1541'RECOVERED IN GOOD CONDITION.
 BV1541
 BV1541                          STATION RECOVERY (1964)
 BV1541
 BV1541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1541'THE STATION WAS VISITED 6-23-64.
 BV1541'
 BV1541'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A 10-INCH
 BV1541'SQUARE, CONCRETE POST. A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF
 BV1541'THE STATION, AND A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF R.M.
 BV1541'NO. 1 AND A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE
 BV1541'AZIMUTH MARK.
 BV1541'
 BV1541'THE 1956 DESCRIPTION IS ADEQUATE.
 BV1541
 BV1541                          STATION RECOVERY (1991)
 BV1541
 BV1541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1541'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTHEAST OF
 BV1541'WAYNESBORO, ON TOP OF A HILL ON THE NORTHEAST SIDE OF A GRAVEL ROAD,
 BV1541'10.0 MI (16.1 KM) WEST OF SILAS, ALABAMA AND IS IN SECTION 8, T 9N, R
 BV1541'5W.
 BV1541'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO NORTHEAST ON U.S.
 BV1541'HIGHWAY 84 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 BV1541'45, CONTINUE EAST ON U.S. HIGHWAY 84 FOR 11.1 MI (17.9 KM) TO A
 BV1541'CROSSROAD (0.2 MI BEYOND A CONCRETE BRIDGE), TURN LEFT AND GO NORTH
 BV1541'ON A NARROW GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 BV1541'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1541'ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD, 1 INCH BELOW THE GROUND,
 BV1541'77.0 FT (23.5 M) NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 63.5 FT
 BV1541'(19.4 M) NORTHEAST OF A 24 INCH OAK, 36.0 FT (11.0 M) EAST OF A 28
 BV1541'INCH OAK, 7.0 FT (2.1 M) SOUTHWEST OF A POWER POLE WITH GUY WIRES,
 BV1541'1.0 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST AND IS UNDER A
 BV1541'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2293 ***********************************************************************
 BW2293  DESIGNATION -  GRICE
 BW2293  PID         -  BW2293
 BW2293  STATE/COUNTY-  MS/LINCOLN
 BW2293  USGS QUAD   -  WEST LINCOLN (1972)
 BW2293
 BW2293                         *CURRENT SURVEY CONTROL
 BW2293  ___________________________________________________________________
 BW2293* NAD 83(1993)-  31 28 25.33575(N)    090 35 54.09869(W)     ADJUSTED  
 BW2293* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 BW2293  ___________________________________________________________________
 BW2293  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BW2293  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BW2293  HORZ ORDER  -  THIRD
 BW2293
 BW2293.The horizontal coordinates were established by classical geodetic methods
 BW2293.and adjusted by the National Geodetic Survey in May 1994.
 BW2293
 BW2293.The orthometric height was scaled from a topographic map.
 BW2293
 BW2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2293
 BW2293.The geoid height was determined by GEOID03.
 BW2293
 BW2293;                    North         East     Units Scale Factor Converg.
 BW2293;SPC MS W     -   218,825.802   674,815.954   MT  0.99995782   -0 08 18.1
 BW2293;SPC MS W     -   717,930.99  2,213,958.68   sFT  0.99995782   -0 08 18.1
 BW2293;UTM  15      - 3,484,599.796   728,164.463   MT  1.00024214   +1 15 16.0
 BW2293
 BW2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2293!SPC MS W     -   0.99998181  x   0.99995782  =   0.99993963
 BW2293!UTM  15      -   0.99998181  x   1.00024214  =   1.00022395
 BW2293
 BW2293:                Primary Azimuth Mark                     Grid Az
 BW2293:SPC MS W     -  PANTHER                                  030 27 29.7
 BW2293:UTM  15      -  PANTHER                                  029 03 55.6
 BW2293
 BW2293|---------------------------------------------------------------------|
 BW2293| PID    Reference Object                     Distance      Geod. Az  |
 BW2293|                                                           dddmmss.s |
 BW2293| BW1998 PANTHER                             APPROX. 6.5 KM 0301911.6 |
 BW2293| BW2352 BROOKHAVEN LOOKOUT TOWER            APPROX. 8.7 KM 0442126.4 |
 BW2293| CY3699 GRICE RM 1                           26.594 METERS 12135     |
 BW2293| CY3698 GRICE AZ MK                                        1394608.2 |
 BW2293| CY3700 GRICE RM 2                           22.391 METERS 24750     |
 BW2293|---------------------------------------------------------------------|
 BW2293
 BW2293                          SUPERSEDED SURVEY CONTROL
 BW2293
 BW2293  NAD 83(1986)-  31 28 25.35152(N)    090 35 54.09529(W) AD(       ) 3
 BW2293  NAD 27      -  31 28 24.73700(N)    090 35 53.73100(W) AD(       ) 3
 BW2293
 BW2293.Superseded values are not recommended for survey control.
 BW2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2293.See file dsdata.txt to determine how the superseded data were derived.
 BW2293
 BW2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2816484600(NAD 83)
 BW2293_MARKER: DS = TRIANGULATION STATION DISK
 BW2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2293
 BW2293  HISTORY     - Date     Condition        Report By
 BW2293  HISTORY     - 1949     MONUMENTED       CGS
 BW2293  HISTORY     - 1956     GOOD             CGS
 BW2293  HISTORY     - 1968     GOOD             MSHD
 BW2293  HISTORY     - 1970     GOOD             MSSU
 BW2293
 BW2293                          STATION DESCRIPTION
 BW2293
 BW2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2293'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF BROOKHAVEN,
 BW2293'3 MILES SOUTHWEST FROM WEST LINCOLN, 45 FEET NORTH OF THE
 BW2293'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 23 FEET NORTH OF
 BW2293'A WITNESS POST, AND ON LAND OWNED BY THE GRICE ESTATE.
 BW2293'
 BW2293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BW2293'AND 84 IN BROOKHAVEN, GO SOUTHWESTERLY ON THE LATTER FOR
 BW2293'6.6 MILES TO THE WEST LINCOLN GRAVELED ROAD ON THE LEFT,
 BW2293'TURN LEFT AND GO SOUTHWESTERLY ON THE MAIN GRAVEL ROAD FOR
 BW2293'3.5 MILES TO THE WEST LINCOLN STORE AND SCHOOL, CONTINUE
 BW2293'WEST, PASSING TO THE NORTH OF THE SCHOOL ON THE MAIN GRAVEL
 BW2293'ROAD FOR 2.5 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE
 BW2293'WEST ON THE GRAVEL ROAD FOR 0.15 MILE TO THE STATION ON
 BW2293'THE RIGHT AS DESCRIBED.  THIS IS ABOUT 200 YARDS EAST OF
 BW2293'A DIRT ROAD LEADING NORTH.
 BW2293'
 BW2293'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 BW2293'MAIN ROAD FOR 0.15 MILE TO A GRAVEL ROAD ON THE RIGHT, TURN
 BW2293'RIGHT, SOUTH, AND GO ON THE MAIN GRAVEL ROAD FOR 0.15 MILE
 BW2293'TO THE AZIMUTH MARK ON THE RIGHT.
 BW2293'
 BW2293'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK
 BW2293'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 BW2293'PROJECTS 8 INCHES, AND THE DISK IS STAMPED GRICE 1949.
 BW2293'
 BW2293'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE APPROXIMATE
 BW2293'CENTERLINE OF THE GRAVEL ROAD.  THE MARK IS A STANDARD REFERENCE
 BW2293'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 BW2293'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GRICE
 BW2293'NO 1 1949.
 BW2293'
 BW2293'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE APPROXIMATE
 BW2293'CENTERLINE OF THE GRAVEL ROAD.  THE MARK IS A STANDARD REFERENCE
 BW2293'MARK DISK SET IN THE TOP OF A 12-INCH CONCRETE POST.  THE
 BW2293'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GRICE NO
 BW2293'2 1949.
 BW2293'
 BW2293'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHEAST
 BW2293'OF THE STATION, 17 FEET WEST OF THE APPROXIMATE CENTERLINE
 BW2293'OF A GRAVEL ROAD, AND 5 FEET SOUTHWEST OF A WITNESS POST.
 BW2293'THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 BW2293'OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 6
 BW2293'INCHES, AND THE DISK IS STAMPED GRICE 1949.
 BW2293'
 BW2293'90 FOOT TOWER NEEDED TO SEE 64 FEET AT TRIANGULATION STATION
 BW2293'PANTHER
 BW2293'
 BW2293'90 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATION
 BW2293'AUBURN
 BW2293'
 BW2293'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2293
 BW2293                          STATION RECOVERY (1956)
 BW2293
 BW2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2293'THE STATION WAS VISITED 6-20-56 AND ALL MARKS WERE FOUND
 BW2293'IN GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE.
 BW2293
 BW2293                          STATION RECOVERY (1968)
 BW2293
 BW2293'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2293'THE STATION WAS VISITED 1-22-68 AND THE STATION MARK, REFERENCE
 BW2293'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2293'CONDITION.
 BW2293'
 BW2293'THE STATION IS LOCATED 11.8 MILES SOUTHWEST OF BROOKHAVEN
 BW2293'AND 3 MILES SOUTHWEST OF WEST LINCOLN SCHOOL IN THE NORTHWEST
 BW2293'1/4 OF SECTION 22, T 6N, R 6E AND ON PROPERTY OWNED BY THE
 BW2293'GRICE ESTATE.  IT IS 43 FEET NORTH OF THE CENTER OF THE
 BW2293'BLACKTOP ROAD, 31 FEET NORTH WEST OF A 20 INCH PINE, 26
 BW2293'FEET NORTH OF THE EDGE OF THE ROAD BANK AND 1 FOOT WEST OF
 BW2293'A METAL WITNESS POST.
 BW2293'
 BW2293'IT IS A STANDARD TRIANGULATION DISK STAMPED GRICE 1949 PROJECTING
 BW2293'8 INCHES.
 BW2293'
 BW2293'REFERENCE MARK NO. 1 IS 87.25 FEET SOUTH SOUTHEAST OF THE
 BW2293'STATION.  IT IS 20 FEET SOUTH OF THE CENTER OF A BLACKTOP
 BW2293'ROAD, 4.5 FEET EAST SOUTHEAST OF AN 8 INCH PINE, 4 FEET
 BW2293'SOUTH OF THE EDGE OF ROAD BANK, 70.5 FEET NORTH NORTHWEST
 BW2293'OF POWER LINE POLE NO. 82 AND 1 FOOT WEST OF A METAL WITNESS
 BW2293'POST.  IT IS A STANDARD DISK, STAMPED GRICE NO 1 1949,
 BW2293'PROJECTING 4 INCHES.
 BW2293'
 BW2293'REFERENCE MARK NO. 2 IS 73.46 FEET WEST OF THE STATION.  IT
 BW2293'IS 35 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 9.5
 BW2293'FEET NORTH NORTHWEST OF A 12 INCH PINE, 95.5 FEET NORTHEAST
 BW2293'OF POWER LINE POLE NO. 83 AND 1 FOOT SOUTH OF A METAL WITNESS
 BW2293'POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED GRICE
 BW2293'NO 2 1949 PROJECTING 6 INCHES.
 BW2293'
 BW2293'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 143.5
 BW2293'FEET.
 BW2293'
 BW2293'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT
 BW2293'IS 17 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 156 FEET
 BW2293'NORTH NORTHWEST OF A FENCE CORNER AND 1 FOOT NORTH OF A METAL
 BW2293'WITNESS POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE
 BW2293'AZIMUTH.
 BW2293'
 BW2293'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW2293'HOSPITAL AT THE NORTHWEST EDGE OF BROOKHAVEN GO SOUTHWEST
 BW2293'ON U.S. HIGHWAY 51 FOR 3.0 MILES TO NEW U.S. HIGHWAY 84.
 BW2293'TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 84 FOR 8.3
 BW2293'MILES TO A CROSSROADS.  TURN LEFT (SOUTHEAST) AND CONTINUE
 BW2293'ON A BLACKTOP ROAD FOR 2.15 MILES TO ANOTHER CROSSROADS.
 BW2293'TURN RIGHT (SOUTHWEST) AND CONTINUE ON A BLACKTOP ROAD ON THE
 BW2293'NORTH SIDE OF THE WEST LINCOLN SCHOOL FOR 2.45 MILES TO A
 BW2293'NARROW SIDE ROAD LEFT.  *CONTINUE WEST ON A BLACKTOP ROAD
 BW2293'FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  *TO
 BW2293'REACH THE AZIMUTH FROM THIS POINT TURN LEFT (SOUTH) AND
 BW2293'CONTINUE ON AN ALL WEATHER ROAD FOR 0.2 MILE TO THE MARK
 BW2293'ON THE RIGHT AS DESCRIBED.
 BW2293'
 BW2293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.8 MILES
 BW2293'SOUTHWEST OF BROOKHAVEN
 BW2293
 BW2293                          STATION RECOVERY (1970)
 BW2293
 BW2293'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2293'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY MSHD
 BW2293'IN 1968.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2465 ***********************************************************************
 BW2465  DESIGNATION -  GRIMES
 BW2465  PID         -  BW2465
 BW2465  STATE/COUNTY-  MS/WILKINSON
 BW2465  USGS QUAD   -  PINCKNEYVILLE (1988)
 BW2465
 BW2465                         *CURRENT SURVEY CONTROL
 BW2465  ___________________________________________________________________
 BW2465* NAD 83(1993)-  31 05 50.33977(N)    091 26 40.62639(W)     ADJUSTED  
 BW2465* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 BW2465  ___________________________________________________________________
 BW2465  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BW2465  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BW2465  HORZ ORDER  -  FIRST
 BW2465
 BW2465.The horizontal coordinates were established by classical geodetic methods
 BW2465.and adjusted by the National Geodetic Survey in May 1994.
 BW2465
 BW2465.The orthometric height was scaled from a topographic map.
 BW2465
 BW2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2465
 BW2465.The geoid height was determined by GEOID03.
 BW2465
 BW2465;                    North         East     Units Scale Factor Converg.
 BW2465;SPC MS W     -   177,596.806   593,977.646   MT  1.00008860   -0 34 26.5
 BW2465;SPC MS W     -   582,665.52  1,948,741.66   sFT  1.00008860   -0 34 26.5
 BW2465;SPC LA N     -    66,719.578 1,100,690.998   MT  1.00001645   +0 33 28.7
 BW2465;SPC LA N     -   218,895.82  3,611,183.72   sFT  1.00001645   +0 33 28.7
 BW2465;SPC LA S     -   287,920.386   989,381.455   MT  1.00010864   -0 03 20.3
 BW2465;SPC LA S     -   944,618.80  3,245,995.66   sFT  1.00010864   -0 03 20.3
 BW2465;UTM  15      - 3,441,427.262   648,343.708   MT  0.99987144   +0 48 12.6
 BW2465
 BW2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2465!SPC MS W     -   0.99998398  x   1.00008860  =   1.00007258
 BW2465!SPC LA N     -   0.99998398  x   1.00001645  =   1.00000043
 BW2465!SPC LA S     -   0.99998398  x   1.00010864  =   1.00009262
 BW2465!UTM  15      -   0.99998398  x   0.99987144  =   0.99985542
 BW2465
 BW2465|---------------------------------------------------------------------|
 BW2465| PID    Reference Object                     Distance      Geod. Az  |
 BW2465|                                                           dddmmss.s |
 BW2465| CY3703 GRIMES RM 3                          29.185 METERS 02821     |
 BW2465| BW2463 WOODVILLE MUNICIPAL TANK            APPROX.13.9 KM 0864752.4 |
 BW2465| BW2464 WOODVILLE WILKINSON CO CTHSE        APPROX.13.9 KM 0870347.5 |
 BW2465| CY3701 GRIMES RM 1                          94.915 METERS 15613     |
 BW2465| CY3702 GRIMES RM 2                         106.406 METERS 20821     |
 BW2465| BW2467 HELENA                              APPROX. 8.9 KM 3551058.0 |
 BW2465|---------------------------------------------------------------------|
 BW2465
 BW2465                          SUPERSEDED SURVEY CONTROL
 BW2465
 BW2465  NAD 83(1993)-  31 05 50.34537(N)    091 26 40.63048(W) AD(       ) 1
 BW2465  NAD 83(1986)-  31 05 50.35575(N)    091 26 40.62090(W) AD(       ) 1
 BW2465  NAD 27      -  31 05 49.72900(N)    091 26 40.20400(W) AD(       ) 1
 BW2465
 BW2465.Superseded values are not recommended for survey control.
 BW2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2465.See file dsdata.txt to determine how the superseded data were derived.
 BW2465
 BW2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4834441427(NAD 83)
 BW2465_MARKER: DS = TRIANGULATION STATION DISK
 BW2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2465
 BW2465  HISTORY     - Date     Condition        Report By
 BW2465  HISTORY     - 1929     MONUMENTED       CGS
 BW2465  HISTORY     - 1935     GOOD             CGS
 BW2465  HISTORY     - 1956     GOOD             CGS
 BW2465  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BW2465
 BW2465                          STATION DESCRIPTION
 BW2465
 BW2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2465'ABOUT 9 MILES W OF TOWN OF WOODVILLE, ON LAND OWNED BY GRIMES
 BW2465'BROTHERS.
 BW2465'
 BW2465'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2465'DISKS SET IN CONCRETE.
 BW2465'
 BW2465'REFERENCE MARK NO. 1 IS 155 FEET N OF CENTER LINE OF MAIN
 BW2465'ROAD, 11 FEET E OF ROAD LEADING INTO FARMYARD, AND 94.9 METERS
 BW2465'(311.4 FEET) FROM STATION S 23 DEG 47 MIN E.
 BW2465'
 BW2465'REFERENCE MARK NO. 2 IS 25 FEET N OF CENTER LINE OF MAIN ROAD,
 BW2465'52.5 FEET NW OF NW CORNER OF CONCRETE ABUTMENT OF CULVERT, AND
 BW2465'106.4 METERS (349.1 FEET) FROM STATION S 28 DEG 20 MIN W.
 BW2465'
 BW2465'TO REACH FROM WOODVILLE WATER TANK, GO 6.4 MILES ON FORT ADAMS
 BW2465'ROAD, FOLLOW LEFT FORK TO GRIMES FARM AND STATION, WHICH IS
 BW2465'ON CREST OF RIDGE, N OF ROAD, 21.5 FEET W OF SW CORNER OF
 BW2465'SHED, AND 27.5 FEET E OF SW CORNER OF FENCE ABOUT THE FARMYARD.
 BW2465
 BW2465                          STATION RECOVERY (1935)
 BW2465
 BW2465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BW2465'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BW2465'
 BW2465'STATION IS ABOUT 9 MILES W OF TOWN OF WOODVILLE.  LEAVE
 BW2465'WOODVILLE WATER TANK GOING W OF FORT ADAMS ROAD FOR 9.6 MILES
 BW2465'TO A LANE LEADING N, LEAVING MAIN ROAD AT RIGHT ANGLES.  STATION
 BW2465'SITE IS IN BACK YARD OF FIRST HOUSE ON W SIDE OF LANE.
 BW2465'
 BW2465'REFERENCE MARK NO. 1 IS IN N-S FENCE LINE E OF LANE.  REFERENCE
 BW2465'ARROW POINTS 10 DEG TOO FAR S.
 BW2465'
 BW2465'REFERENCE MARK NO. 2 IS IN E-W FENCE LINE N OF MAIN ROAD.
 BW2465
 BW2465                          STATION RECOVERY (1956)
 BW2465
 BW2465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2465'THE STATION WAS VISITED ON JUNE 7, 1956, AND THE STATION
 BW2465'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2465'MARK 1 WAS FOUND UPROOTED, AND THE DISK WAS RECLAIMED.  REFERENCE
 BW2465'MARK 3 WAS ESTABLISHED AT THIS DATE ON LINE WITH THE STATION
 BW2465'AND REFERENCE MARK 2.  THERE IS NO AZIMUTH MARK FOR THIS
 BW2465'STATION.  THE BUILDINGS, WHICH WERE NEAR THE STATION, HAVE
 BW2465'BEEN TORN DOWN.  A NEW DESCRIPTION FOLLOWS--
 BW2465'
 BW2465'THE STATION IS LOCATED ABOUT 9 MI. W OF WOODVILLE, ON THE
 BW2465'TOP OF A HIGH RIDGE WHICH IS THE PROPERTY OF AARON REYNOLDS,
 BW2465'AND IN THE NW CORNER OF A CULTIVATED FIELD ON THE HIGHEST
 BW2465'POINT OF THE RIDGE.  IT IS 375 FT. N-NW OF THE CENTER OF
 BW2465'THE MAIN BLACK-TOPPED ROAD, 100 FT. SW OF A WIRE FENCE, 300
 BW2465'FT. W-NW OF THE CENTER OF A FARM ROAD LEADING TO THE REYNOLDS
 BW2465'HOUSE, AND 125 FT. SW OF THE CENTER OF A FARM LANE WHERE IT
 BW2465'GOES THROUGH A DEEP CUT.  IT IS A STANDARD DISK, STAMPED
 BW2465'GRIMES 1929 AND PROJECTING 6 IN.
 BW2465'
 BW2465'REFERENCE MARK 2 IS 349.1 FT. S-SE OF THE STATION, 21 FT. N
 BW2465'OF THE CENTER OF THE MAIN BLACK-TOPPED ROAD, 48.5 FT. NW
 BW2465'OF THE NW END OF A CONCRETE CULVERT, 4.5 FT. S OF A FENCE LINE,
 BW2465'AND AT THE E END OF A CURVE IN THE ROAD.  IT IS A STANDARD
 BW2465'DISK, STAMPED GRIMES NO 2 1929 AND PROJECTING 3 IN.
 BW2465'
 BW2465'REFERENCE MARK 3 IS 95.50 FT. N-NW OF THE STATION, ON THE TOP
 BW2465'OF A 10-FT. BANK WHICH IS S OF A FARM LANE, 25 FT. S OF THE
 BW2465'CENTER OF THE FARM LANE, 10 FT. S OF THE EDGE OF THE BANK,
 BW2465'AND 2 FT. S OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 BW2465'GRIMES NO 3 1929 AND PROJECTING 8 IN.
 BW2465'
 BW2465'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BW2465'W ON STATE HIGHWAY 24 (MAIN STREET) FOR 0.65 MI. TO A FORK,
 BW2465'TAKE THE LEFT FORK AND GO 2.6 MI. TO A SIDE ROAD LEFT, KEEP
 BW2465'RIGHT (STRAIGHT AHEAD) AND GO 6.05 MI. TO A SIDE ROAD RIGHT,
 BW2465'TURN RIGHT AND GO 0.1 MI. TO THE REYNOLDS HOUSE ON THE RIGHT
 BW2465'AND THE STATION ON THE LEFT ON THE HIGHEST POINT IN A CULTIVATED
 BW2465'FIELD.
 BW2465
 BW2465                          STATION RECOVERY (1969)
 BW2465
 BW2465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2465'THE STATION WAS VISITED 10/30/69 AND THE UNDERGROUND STATION
 BW2465'MARK AND REFERENCE MARK NO. 3 WERE FOUND IN GOOD CONDITION.
 BW2465'THE STATION SURFACE MARK WAS FOUND TILTED 45 DEG TO THE EAST
 BW2465'AND REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE UNDERGROUND
 BW2465'STATION MARK WAS LOWERED IN ITS ORIGINAL HORIZONTAL POSITION
 BW2465'AND A NEW SURFACE MARK SET DIRECTLY OVER IT.  A REFERENCE MARK
 BW2465'NO. 4 WAS ESTABLISHED.  A DIFFERENCE OF 0.25 FEET LONGER WAS
 BW2465'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 3 AND WAS NOTED.
 BW2465'A NEW DESCRIPTION FOLLOWS--
 BW2465'
 BW2465'THE STATION IS LOCATED 9 MILES WEST OF WOODVILLE, ON A RIDGE,
 BW2465'ON PROPERTY OF MR. RUSSEL REYNOLDS AND IN HIS CULTIVATED FIELD.
 BW2465'IT IS ON THE EAST SIDE OF THE SHORT NORTH-SOUTH RIDGE ABOUT
 BW2465'20 YARDS SOUTHEAST OF THE HIGHEST POINT, 375 FEET NORTH-NORTHEAST
 BW2465'OF THE CENTER LINE OF THE PAVED ROAD, 300 FEET WEST-NORTHWEST
 BW2465'OF THE CENTER OF THE GRAVELED FARM ROAD, 125 FEET SOUTHWEST
 BW2465'OF ABANDON FARM LANE THROUGH DEEP CUT, 82 FEET WEST-SOUTHWEST
 BW2465'OF 12 INCH COTTONWOOD, 81 FEET WEST-SOUTHWEST OF FENCE AND 1
 BW2465'FOOT WEST AND 1 FOOT EAST OF TWIN METAL WITNESS POSTS.  IT
 BW2465'IS A C AND GS TRIANGULATION STATION DISK, STAMPED GRIMES
 BW2465'1929 1969, PROJECTING 3 INCHES.
 BW2465'
 BW2465'REFERENCE MARK NO. 3 IS 95.75 FEET NORTH-NORTHWEST OF THE
 BW2465'STATION.  IT IS ON TOP OF THE 10 FOOT CUT BANK OF THE ABANDON
 BW2465'FARM LANE, 25 FEET SOUTH OF THE CENTER OF THE LANE, 10 FEET
 BW2465'SOUTH OF THE EDGE OF THE CUT, 16 FEET WEST-SOUTHWEST OF A
 BW2465'10 INCH CEDAR TREE, 1 FOOT WEST OF A METAL WITNESS POST AND
 BW2465'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A C AND GS REFERENCE
 BW2465'MARK DISK, STAMPED GRIMES NO 3 1929, PROJECTING 4 INCHES.
 BW2465'
 BW2465'REFERENCE MARK NO. 4 IS 97.14 FEET EAST OF THE STATION.  IT
 BW2465'IS AT THE EAST EDGE OF THE CULTIVATED FIELD, 48 FEET SOUTH
 BW2465'OF THE 12 INCH COTTONWOOD, 11.5 FEET NORTH OF TRIPLE-TRUNK
 BW2465'CHERRY TREE, 220 FEET WEST OF THE CENTER OF GRAVELED FARM
 BW2465'ROAD, 1 FOOT WEST OF FENCE, 1 FOOT EAST OF WITNESS POST AND
 BW2465'ABOUT 2-1/2 FEET LOWER THAN THE STATION.  IT IS A C AND GS
 BW2465'REFERENCE MARK DISK, STAMPED GRIMES 1929 NO 4 1969, PROJECTING
 BW2465'3 INCHES.
 BW2465'
 BW2465'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BW2465'WEST ON STATE HIGHWAY 24 FOR 0.6 MILE TO FORK, TAKE THE LEFT
 BW2465'FORK AND GO WESTERLY ON PAVED ROAD (S.H. 24 GOES TO THE RIGHT
 BW2465'AT THIS POINT), FOR 2.7 MILES TO A SIDE ROAD LEFT, CONTINUE
 BW2465'AHEAD WESTERLY ON THE PAVED ROAD FOR 5.95 MILES TO A SIDE
 BW2465'ROAD LEFT, CONTINUE WEST ON PAVED ROAD FOR 0.3 MILE TO GRAVELED
 BW2465'FARM ROAD (PRIVATE) ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY
 BW2465'ABOUT 100 YARDS TO THE STATION ON THE LEFT, 300 FEET DISTANT.
 BW2465'
 BW2465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES WEST
 BW2465'OF WOODVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1331 ***********************************************************************
 CO1331  DESIGNATION -  GRIMES
 CO1331  PID         -  CO1331
 CO1331  STATE/COUNTY-  MS/LEAKE
 CO1331  USGS QUAD   -  MC AFEE (1982)
 CO1331
 CO1331                         *CURRENT SURVEY CONTROL
 CO1331  ___________________________________________________________________
 CO1331* NAD 83(1993)-  32 39 27.66174(N)    089 29 29.96001(W)     ADJUSTED  
 CO1331* NAVD 88     -       149.27   (+/-2cm)     489.7    (feet)  VERTCON   
 CO1331  ___________________________________________________________________
 CO1331  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CO1331  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CO1331  HORZ ORDER  -  FIRST
 CO1331  VERT ORDER  -  THIRD ? (See Below)
 CO1331
 CO1331.The horizontal coordinates were established by classical geodetic methods
 CO1331.and adjusted by the National Geodetic Survey in May 1994.
 CO1331
 CO1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1331.The vertical order pertains to the NGVD 29 superseded value.
 CO1331
 CO1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1331
 CO1331.The geoid height was determined by GEOID03.
 CO1331
 CO1331;                    North         East     Units Scale Factor Converg.
 CO1331;SPC MS E     -   350,269.367   238,243.713   MT  0.99999701   -0 21 18.9
 CO1331;SPC MS E     - 1,149,175.41    781,637.92   sFT  0.99999701   -0 21 18.9
 CO1331;UTM  16      - 3,616,081.753   266,314.257   MT  1.00027343   -1 20 42.6
 CO1331
 CO1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1331!SPC MS E     -   0.99998084  x   0.99999701  =   0.99997785
 CO1331!UTM  16      -   0.99998084  x   1.00027343  =   1.00025426
 CO1331
 CO1331|---------------------------------------------------------------------|
 CO1331| PID    Reference Object                     Distance      Geod. Az  |
 CO1331|                                                           dddmmss.s |
 CO1331| AI2732 GRIMES RM 1                          39.898 METERS 06441     |
 CO1331| AI2731 GRIMES AZ MK                                       0851132.4 |
 CO1331| CO1436 BREWER                              APPROX.16.1 KM 2591116.7 |
 CO1331| AI2733 GRIMES RM 2                          33.181 METERS 31929     |
 CO1331| CO1332 GRIMES 2                             34.575 METERS 32003     |
 CO1331|---------------------------------------------------------------------|
 CO1331
 CO1331                          SUPERSEDED SURVEY CONTROL
 CO1331
 CO1331  NAD 83(1986)-  32 39 27.67299(N)    089 29 29.95983(W) AD(       ) 1
 CO1331  NAD 27      -  32 39 27.17500(N)    089 29 29.71500(W) AD(       ) 1
 CO1331  NGVD 29 (07/19/86)  149.28   (m)          489.8    (f) LEVELING    3  
 CO1331
 CO1331.Superseded values are not recommended for survey control.
 CO1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1331.See file dsdata.txt to determine how the superseded data were derived.
 CO1331
 CO1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB6631416082(NAD 83)
 CO1331_MARKER: DS = TRIANGULATION STATION DISK
 CO1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1331+STABILITY: SURFACE MOTION
 CO1331
 CO1331  HISTORY     - Date     Condition        Report By
 CO1331  HISTORY     - 1934     MONUMENTED       CGS
 CO1331  HISTORY     - 1940     GOOD             BGCO
 CO1331  HISTORY     - 1964     GOOD             MSHD
 CO1331  HISTORY     - 1970     SEE DESCRIPTION  NGS
 CO1331
 CO1331                          STATION DESCRIPTION
 CO1331
 CO1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1331'FIVE AND ONE-HALF MILES SOUTH-SOUTHEAST OF CARTHAGE, 5 MILES
 CO1331'NORTHWEST OF WALNUT GROVE, IN THE NORTHEAST QUARTER OF SEC. 5,
 CO1331'T. 9 N., R. 8 E., ON A HIGH RIDGE, IN THE FRONT YARD OF THE
 CO1331'PROPERTY OF HENRY GRIMES, 70 FEET SOUTHWEST OF THE CENTER OF STATE
 CO1331'HIGHWAY 35 AND 70 FEET NORTHEAST OF THE FRONT PORCH OF THE
 CO1331'GRIMES HOUSE.
 CO1331'
 CO1331'TO REACH FROM CARTHAGE GO SOUTH ON STATE HIGHWAY 35 FOR 6.5
 CO1331'MILES TO THE HENRY GRIMES HOME ON RIGHT.
 CO1331'
 CO1331'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CO1331'BRONZE DISKS SET IN CONCRETE.
 CO1331'
 CO1331'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ON A FENCE LINE
 CO1331'AND 50 FEET EAST OF THE HIGHWAY.
 CO1331'
 CO1331'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, 50 FEET WEST OF THE
 CO1331'HIGHWAY, AT THE ROADWAY TO THE GRIMES HOME.
 CO1331'
 CO1331'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 25 FEET WEST OF THE
 CO1331'CENTER LINE OF STATE HIGHWAY 35, 10 FEET EAST OF A 10-INCH PINE, 15
 CO1331'FEET EAST-SOUTHEAST OF ANOTHER 10-INCH PINE.
 CO1331'
 CO1331'A 90-FOOT TOWER IS REQUIRED.
 CO1331'
 CO1331'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 CO1331
 CO1331                          STATION RECOVERY (1940)
 CO1331
 CO1331'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1940 (MAH)
 CO1331'RECOVERED FROM ORIGINAL DESCRIPTION, IN GOOD CONDITION.
 CO1331
 CO1331                          STATION RECOVERY (1964)
 CO1331
 CO1331'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1331'THE STATION WAS VISITED MARCH 1964 AND THE STATION, RM 1, AND RM 2
 CO1331'WERE FOUND IN GOOD CONDITION.
 CO1331'
 CO1331'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CO1331'
 CO1331'THE DESCRIPTION IS NO LONGER ADEQUATE DUE TO ROAD CHANGES.  A NEW
 CO1331'TO REACH FOLLOWS.
 CO1331'
 CO1331'THE STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 35
 CO1331'AND 16 IN CARTHAGE BY GOING SOUTH ON HIGHWAY 35 FOR 5.3 MILES TO A
 CO1331'GRAVEL CROSS ROAD, TURN LEFT, EAST AND GO 0.6 MILE TO THE GRIMES
 CO1331'HOME ON THE RIGHT AND THE STATION AS DESCRIBED.
 CO1331'
 CO1331'SOME ADDITIONAL MEASUREMENTS WERE MADE.
 CO1331'
 CO1331'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF RM 1, AND 1.0 FOOT
 CO1331'NORTHEAST OF RM 2.
 CO1331'
 CO1331'THE STATION IS 70 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 60
 CO1331'FEET EAST OF A 30-INCH OAK TREE, 51 FEET NORTH OF THE GRIMES HOME.
 CO1331'
 CO1331'RM 1 IS 23 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND A
 CO1331'NARROW ROAD RUNNING SOUTH, 19 FEET EAST OF A 15-INCH OAK TREE ON A
 CO1331'FENCE LINE.
 CO1331'
 CO1331'RM 2 IS 43 FEET SOUTHEAST OF AN OLD STORE BUILDING, 30 FEET
 CO1331'SOUTHWEST OF THE CENTER OF THE ROAD, 13 FEET EAST OF THE CENTER OF
 CO1331'THE DRIVEWAY.
 CO1331
 CO1331                          STATION RECOVERY (1970)
 CO1331
 CO1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1331'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CO1331'PREVIOUSLY DESCRIBED IN 1934 IN GOOD CONDITION.  THE AZIMUTH MARK
 CO1331'WAS NOT RECOVERED AND ASSUMED DESTROYED BY ROAD IMPROVEMENTS.  AT
 CO1331'THE REQUEST OF THE PROPERTY OWNER THE STATION MARK AND REFERENCE
 CO1331'MARK 2 ARE TO BE DESTROYED AT THIS DATE.  THE DIRECTION BETWEEN
 CO1331'BOTH REFERENCE MARKS AND THE DISTANCE TO BOTH MARKS COMPARES
 CO1331'FAVORABLY TO THE 1934 OBSERVATIONS.
 CO1331'
 CO1331'FOR THE LOCATION OF THE STATION, THE ROUTE TO REACH AND THE
 CO1331'DESCRIPTION OF REFERENCE MARK 1 SEE DESCRIPTION TO GRIMES 2.
 CO1331'
 CO1331'A NEW TRIANGULATION STATION MARK GRIMES 2 AND A NEW REFERENCE MARK 3
 CO1331'WERE SET AT THIS TIME AND A TRAVERSE WAS MADE BETWEEN THE OLD AND
 CO1331'NEW STATIONS.
 CO1331'
 CO1331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 CO1331'OF WALNUT GROVE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1332 ***********************************************************************
 CO1332  DESIGNATION -  GRIMES 2
 CO1332  PID         -  CO1332
 CO1332  STATE/COUNTY-  MS/LEAKE
 CO1332  USGS QUAD   -  MC AFEE (1982)
 CO1332
 CO1332                         *CURRENT SURVEY CONTROL
 CO1332  ___________________________________________________________________
 CO1332* NAD 83(1993)-  32 39 28.52207(N)    089 29 30.81211(W)     ADJUSTED  
 CO1332* NAVD 88     -       147.63   (+/-2cm)     484.3    (feet)  VERTCON   
 CO1332  ___________________________________________________________________
 CO1332  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CO1332  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CO1332  HORZ ORDER  -  FIRST
 CO1332  VERT ORDER  -  THIRD ? (See Below)
 CO1332
 CO1332.The horizontal coordinates were established by classical geodetic methods
 CO1332.and adjusted by the National Geodetic Survey in May 1994.
 CO1332
 CO1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1332.The vertical order pertains to the NGVD 29 superseded value.
 CO1332
 CO1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1332
 CO1332.The geoid height was determined by GEOID03.
 CO1332
 CO1332;                    North         East     Units Scale Factor Converg.
 CO1332;SPC MS E     -   350,296.007   238,221.673   MT  0.99999704   -0 21 19.4
 CO1332;SPC MS E     - 1,149,262.82    781,565.61   sFT  0.99999704   -0 21 19.4
 CO1332;UTM  16      - 3,616,108.777   266,292.675   MT  1.00027355   -1 20 43.0
 CO1332
 CO1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1332!SPC MS E     -   0.99998110  x   0.99999704  =   0.99997814
 CO1332!UTM  16      -   0.99998110  x   1.00027355  =   1.00025464
 CO1332
 CO1332:                Primary Azimuth Mark                     Grid Az
 CO1332:SPC MS E     -  EDINBURG FAA MW QJH                      062 34 52.7
 CO1332:UTM  16      -  EDINBURG FAA MW QJH                      063 34 16.3
 CO1332
 CO1332|---------------------------------------------------------------------|
 CO1332| PID    Reference Object                     Distance      Geod. Az  |
 CO1332|                                                           dddmmss.s |
 CO1332| CO1326 EDINBURG FAA MW QJH                 APPROX.16.0 KM 0621333.3 |
 CO1332| AI2732 GRIMES RM 1                          59.043 METERS 09917     |
 CO1332| CO1331 GRIMES                               34.570 METERS 14003     |
 CO1332| CO1368 PILGRIM                             APPROX.19.7 KM 1851458.5 |
 CO1332| AI2730 GRIMES 2 RM 3                        23.549 METERS 34226     |
 CO1332|---------------------------------------------------------------------|
 CO1332
 CO1332                          SUPERSEDED SURVEY CONTROL
 CO1332
 CO1332  NAD 83(1986)-  32 39 28.53319(N)    089 29 30.81179(W) AD(       ) 1
 CO1332  NAD 27      -  32 39 28.03539(N)    089 29 30.56703(W) AD(       ) 1
 CO1332  NGVD 29 (07/19/86)  147.64   (m)          484.4    (f) LEVELING    3  
 CO1332
 CO1332.Superseded values are not recommended for survey control.
 CO1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1332.See file dsdata.txt to determine how the superseded data were derived.
 CO1332
 CO1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB6629316109(NAD 83)
 CO1332_MARKER: DD = SURVEY DISK
 CO1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1332_SP_SET: CONCRETE POST
 CO1332_STAMPING: GRIMES 2 1970
 CO1332_MARK LOGO: NGS   
 CO1332_PROJECTION: FLUSH
 CO1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1332+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 CO1332
 CO1332  HISTORY     - Date     Condition        Report By
 CO1332  HISTORY     - 1970     MONUMENTED       NGS
 CO1332  HISTORY     - 1970     GOOD             NGS
 CO1332  HISTORY     - 1980     GOOD             MSSU
 CO1332  HISTORY     - 19840310 GOOD             NGS
 CO1332  HISTORY     - 19880310 GOOD             MSHD
 CO1332  HISTORY     - 20041024 GOOD             MSSU
 CO1332
 CO1332                          STATION DESCRIPTION
 CO1332
 CO1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1332'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF
 CO1332'CARTHAGE, 5 MILES NORTHWEST OF WALNUT GROVE, IN THE NORTHEAST
 CO1332'QUARTER OF SEC. 5, T 9 N., R. 8 E., ON A HIGH RIDGE AND ON
 CO1332'PROPERTY OWNED BY MR. EARL GRIMES.
 CO1332'
 CO1332'THE STATION WAS SET NORTHWEST OF STATION GRIMES 1934 AND A
 CO1332'FEW FEET NORTH OF REFERENCE MARK 2.  GRIMES 1934 AND REFERENCE
 CO1332'MARK 2 ARE BOTH TO BE DESTROYED AT THIS TIME AT THE REQUEST OF
 CO1332'THE PROPERTY OWNER.  A REFERENCE MARK 3 WAS SET AND THE OLD
 CO1332'REFERENCE MARK 1 IS USED FOR THE NEW STATION.  THERE WAS NO
 CO1332'SUITABLE PLACE TO SET AN AZIMUTH MARK.
 CO1332'
 CO1332'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16, 25 AND 35 AT
 CO1332'THE SOUTH EDGE OF CARTHAGE, GO SOUTH ON STATE HIGHWAY 35
 CO1332'FOR 3.85 MILES TO A CROSSROADS.  CONTINUE SOUTH ON HIGHWAY 35
 CO1332'FOR 1.5 MILES TO A CROSSROADS.  TURN LEFT ON A GRAVELED ROAD
 CO1332'AND GO EAST FOR 0.7 MILE TO A DRIVEWAY LEADING TO THE GRIMES HOME
 CO1332'ON THE RIGHT AND THE STATION MARK IN THE SOUTHEAST ANGLE.
 CO1332'
 CO1332'THE STATION MARK IS A STANDARD DISK STAMPED GRIMES 2 1970,
 CO1332'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET 18
 CO1332'INCHES BELOW THE GROUND SURFACE.  IT IS 79 FEET SOUTH OF A METAL
 CO1332'WITNESS POST WITH SIGN ATTACHED, 27 FEET SOUTHWEST OF THE CENTER
 CO1332'OF THE GRAVELED ROAD AND 24 FEET SOUTHEAST OF THE CENTER OF
 CO1332'THE DRIVEWAY.
 CO1332'
 CO1332'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRIMES NO 1 1934,
 CO1332'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 CO1332'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTHEAST
 CO1332'OF THE GRAVELED ROAD, 2 FEET NORTHEAST OF A FENCE AND 0.5
 CO1332'FOOT SOUTH OF A FENCE.
 CO1332'
 CO1332'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRIMES NO 3 1970,
 CO1332'SET FLUSH WITH THE GROUND SURFACE IN THE TOP OF A 12-INCH
 CO1332'CONCRETE CYLINDER.  IT IS 19 FEET NORTHEAST OF THE CENTER OF
 CO1332'THE GRAVEL ROAD, 1.5 FEET SOUTH OF THE METAL WITNESS POST AND
 CO1332'1 FOOT SOUTHWEST OF A FENCE.
 CO1332'
 CO1332'NOTE--THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK
 CO1332'STAMPED GRIMES 2 1970.
 CO1332'
 CO1332'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 CO1332
 CO1332                          STATION RECOVERY (1970)
 CO1332
 CO1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CO1332'RECOVERED IN GOOD CONDITION.
 CO1332
 CO1332                          STATION RECOVERY (1980)
 CO1332
 CO1332'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CO1332'STATION, REFERENCE MARKS 1 AND 3 RECOVERED IN GOOD CONDITION.
 CO1332
 CO1332                          STATION RECOVERY (1984)
 CO1332
 CO1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CO1332'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 CO1332'DESCRIBED IN THE 1970 DESCRIPTION.  REFERENCE MARKS NO 1 AND NO 3 WERE
 CO1332'FOUND DESTROYED.  NO PREVIOUS AZIMUTH MARK WAS ESTABLISHED.  OLD
 CO1332'REFERENCE MARK NO3 WAS RESET NEAR ITS ORIGINAL POSITION AS REFERENCE
 CO1332'MARK NO 6 AND NEW REFERENCE MARKS NO 4 AND NO 5 WERE ESTABLISHED.
 CO1332'REFERENCE MARK NO4 IS A LONE REFERENCE MARK AND CAN BE USED AS AN
 CO1332'AZIMUTH.  THE 1970 TO REACH DESCRIPTION IS ADEQUATE AND COMPLETE AT
 CO1332'THIS TIME.
 CO1332'STATION MARK IS A STANDARD DISK STAMPED--GRIMES 2 1970--, SET IN TOP
 CO1332'OF A ROUND CONCRETE POST, 16 INCHES BELOW THE SURFACE OF THE GROUND.
 CO1332'IT IS 23.77 M (77.99 FT) SOUTH SOUTHEAST OF A FIBERGLASS WITNESS POST,
 CO1332'8.23 M (27.00 FT) SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 7.3 M (24.0
 CO1332'FT) SOUTHEAST OF CENTER OF DRIVEWAY TO OLD HOUSE. REFERENCE MARK 4 IS
 CO1332'A STANDARD NGS DISK STAMPED--GRIMES 2 1970 NO 4 1984--, SET IN TOP OF
 CO1332'A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 19.05 M (62.50 FT)
 CO1332'WEST OF THE SOUTHWEST LEG OF A WATER TANK, 8.84 M (29.00 FT) NORTH OF
 CO1332'THE CENTER OF GRAVEL ROAD, 5.64 M (18.50 FT) WEST OF A TELEPHONE POLE,
 CO1332'0.30 M (0.98 FT) SOUTH OF FENCE AND 0.30 M (0.98 FT) EAST OF A
 CO1332'FIBERGLASS WITNESS POST.  REFERENCE MARK 5 IS A STANDARD NGS
 CO1332'DISK--STAMPED GRIMES 2 1970 NO 5 1984--, SET IN TOP OF A ROUND
 CO1332'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 7.62 M (25.00 FT)
 CO1332'NORTHEAST OF THE CENTER OF GRAVEL ROAD, 5.94 M (19.49 FT) EAST
 CO1332'SOUTHEAST OF A TELEPHONE CABLE WARNING POLE, 0.15 M (0.49 FT) SOUTH OF
 CO1332'FENCE AND 0.30 M (0.98 FT) WEST NORTHWEST OF A FIBERGLASS WITNESS
 CO1332'POST.  REFERENCE MARK 6 IS A STANDARD DISK STAMPED --GRIMES 2 NO 6
 CO1332'1970 1984--, SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 1.0 FT
 CO1332'(0.3 M) .  IT IS 15.54 M (50.98 FT) EAST NORTHEAST OF A TWIN FORKED
 CO1332'OAK TREE, 6.40 M (21.00 FT) NORTHEAST OF THE CENTER OF GRAVEL ROAD,
 CO1332'1.22 M (4.00 FT) SOUTHWEST OF FENCE AND 0.46 M (1.51 FT) SOUTHEAST OF
 CO1332'A FIBERGLASS WITNESS POST.
 CO1332
 CO1332                          STATION RECOVERY (1988)
 CO1332
 CO1332'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO1332'THE STATION MARK, REFERENCE MARKS NO.4, NO.5 AND NO.6 WERE FOUND IN
 CO1332'GOOD CONDITION.  REFERENCE MARK NO.1 AND THE 1934 AZIMUTH MARK WERE
 CO1332'FOUND DESTROYED AND THE DISKS WERE RECLAIMED. REFERENCE MARK NO.4 1984
 CO1332'CAN BE USED AS AN AZIMUTH MARK.
 CO1332'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 16 IN CARTHAGE
 CO1332'GO SOUTH ON HIGHWAY 35 FOR 8.37 KM (5.20 MI) TO A CROSSROAD, TURN LEFT
 CO1332'AND GO SOUTHEAST ON A PAVED ROAD FOR 0.97 KM (0.60 MI) TO A DRIVEWAY
 CO1332'AND THE STATION ON THE RIGHT. CONTINUE SOUTHEAST ON PAVED ROAD FOR
 CO1332'0.24 KM (0.15 MI) TO REFERENCE MARK NO.4 ON THE LEFT, JUST BEFORE
 CO1332'REACHING A WATER TANK.
 CO1332'STATION MARK IS A STANDARD NGS DISK, STAMPED---GRIMES 2 1970---SET IN
 CO1332'TOP OF A ROUND CONCRETE POST, 0.46 M (1.5 FT) BELOW THE SURFACE OF THE
 CO1332'GROUND.  IT IS 46.48 M (152.5 FT) NORTH NORTHWEST OF THE NORTHWEST
 CO1332'CORNER OF A FRAME HOUSE, 27.95 M (91.7 FT) NORTH OF A 26 INCH OAK,
 CO1332'22.25 M (73.0 FT) SOUTH OF A 14 INCH TWIN OAK, 8.23 M (27.0 FT)
 CO1332'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 3.96 M (13.0 FT) EAST OF THE
 CO1332'CENTER OF A DRIVEWAY.
 CO1332'REFERENCE MARK NO.4 IS A STANDARD NGS DISK, STAMPED---GRIMES 2 1970 NO
 CO1332'4 1984---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1332'IT IS 214.13 M (702.5 FT) EAST OF THE STATION, 19.05 M (62.5 FT) WEST
 CO1332'OF THE SOUTHWEST LEG OF WATER TANK, 8.84 M (29.0 FT) NORTH OF THE
 CO1332'CENTER OF PAVED ROAD, 5.64 M (18.5 FT) WEST OF A TELEPHONE POLE, 0.30
 CO1332'M (1.0 FT) SOUTH OF A FENCE AND 0.30 M (1.0 FT) EAST OF A CARSONITE
 CO1332'WITNESS POST.
 CO1332'REFERENCE MARK NO.5 IS A STANDARD NGS DISK, STAMPED---GRIMES 2 1970 NO
 CO1332'5 1984---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CO1332'IT IS 25.75 M (84.5 FT) WEST SOUTHWEST OF A 24 INCH OAK, 6.71 M
 CO1332'(22.0 FT) NORTHEAST OF THE CENTER OF PAVED ROAD, 5.79 M (19.0 FT)
 CO1332'SOUTHEAST OF A TELEPHONE CABLE WARNING POST, 0.30 M (1.0 FT) SOUTHWEST
 CO1332'OF THE FENCE AND 0.30 M (1.0 FT) NORTHWEST OF A CARSONITE WITNESS
 CO1332'POST.
 CO1332'REFERENCE MARK NO.6 IS A STANDARD NGS DISK, STAMPED---GRIMES 2 NO 6
 CO1332'1970 1984---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 0.30 M
 CO1332'(1.0 FT) ABOVE GROUND.  IT IS 46.63 M (153.0 FT) SOUTHEAST OF A 16
 CO1332'INCH TWIN OAK, 15.58 M (51.1 FT) NORTHEAST OF A 14 INCH TWIN OAK, 6.10
 CO1332'M (20.0 FT) NORTHEAST OF THE CENTER OF PAVED ROAD, 1.07 M (3.5 FT)
 CO1332'SOUTHWEST OF A FENCE AND 0.46 M (1.5 FT) SOUTHEAST OF A CARSONITE
 CO1332'WITNESS POST.
 CO1332
 CO1332                          STATION RECOVERY (2004)
 CO1332
 CO1332'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2004
 CO1332'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1740 ***********************************************************************
 BV1740  DESIGNATION -  GROVE
 BV1740  PID         -  BV1740
 BV1740  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1740  USGS QUAD   -  NEW HEBRON (1982)
 BV1740
 BV1740                         *CURRENT SURVEY CONTROL
 BV1740  ___________________________________________________________________
 BV1740* NAD 83(1993)-  31 41 42.64739(N)    089 55 54.96956(W)     ADJUSTED  
 BV1740* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BV1740  ___________________________________________________________________
 BV1740  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BV1740  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1740  HORZ ORDER  -  FIRST
 BV1740
 BV1740.The horizontal coordinates were established by classical geodetic methods
 BV1740.and adjusted by the National Geodetic Survey in May 1994.
 BV1740
 BV1740.The orthometric height was scaled from a topographic map.
 BV1740
 BV1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1740
 BV1740.The geoid height was determined by GEOID03.
 BV1740
 BV1740;                    North         East     Units Scale Factor Converg.
 BV1740;SPC MS W     -   243,421.298   738,052.479   MT  0.99996785   +0 12 39.2
 BV1740;SPC MS W     -   798,624.71  2,421,427.17   sFT  0.99996785   +0 12 39.2
 BV1740;UTM  16      - 3,510,387.333   222,095.972   MT  1.00055263   -1 32 29.1
 BV1740;UTM  15      - 3,510,742.769   790,812.384   MT  1.00064320   +1 36 47.1
 BV1740
 BV1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1740!SPC MS W     -   0.99997942  x   0.99996785  =   0.99994727
 BV1740!UTM  16      -   0.99997942  x   1.00055263  =   1.00053204
 BV1740!UTM  15      -   0.99997942  x   1.00064320  =   1.00062261
 BV1740
 BV1740:                Primary Azimuth Mark                     Grid Az
 BV1740:SPC MS W     -  GUINNVILLE SO NAT GAS CO TANK            035 32 11.4
 BV1740:UTM  16      -  GUINNVILLE SO NAT GAS CO TANK            037 17 19.7
 BV1740:UTM  15      -  GUINNVILLE SO NAT GAS CO TANK            034 08 03.5
 BV1740
 BV1740|---------------------------------------------------------------------|
 BV1740| PID    Reference Object                     Distance      Geod. Az  |
 BV1740|                                                           dddmmss.s |
 BV1740| BV1757 GUINNVILLE SO NAT GAS CO TANK       APPROX. 8.7 KM 0354450.6 |
 BV1740| CG1885 GROVE RM 1                           43.586 METERS 08907     |
 BV1740| CG1884 GROVE AZ MK                                        1234258.6 |
 BV1740| CG1886 GROVE RM 2                           33.619 METERS 15339     |
 BV1740| BV1763 HEBRON                              APPROX. 6.9 KM 3520312.0 |
 BV1740|---------------------------------------------------------------------|
 BV1740
 BV1740                          SUPERSEDED SURVEY CONTROL
 BV1740
 BV1740  NAD 83(1986)-  31 41 42.66173(N)    089 55 54.96697(W) AD(       ) 1
 BV1740  NAD 27      -  31 41 42.06400(N)    089 55 54.67900(W) AD(       ) 1
 BV1740
 BV1740.Superseded values are not recommended for survey control.
 BV1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1740.See file dsdata.txt to determine how the superseded data were derived.
 BV1740
 BV1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2209610387(NAD 83)
 BV1740_MARKER: DS = TRIANGULATION STATION DISK
 BV1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1740+STABILITY: SURFACE MOTION
 BV1740
 BV1740  HISTORY     - Date     Condition        Report By
 BV1740  HISTORY     - 1947     MONUMENTED       CGS
 BV1740  HISTORY     - 1955     GOOD             CGS
 BV1740  HISTORY     - 1972     GOOD             MSHD
 BV1740
 BV1740                          STATION DESCRIPTION
 BV1740
 BV1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1740'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF PRENTISS,
 BV1740'7-1/4 MILES NORTHEAST OF SILVER CREEK, AND 4 MILES SOUTHEAST OF NEW
 BV1740'HEBRON. IT IS 43 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 BV1740'ROAD, AND 3.5 FEET NORTH OF A WITNESS POST. THE MARK PROJECTS 4
 BV1740'INCHES, AND THE DISK IS STAMPED GROVE 1947.
 BV1740'
 BV1740'REFERENCE MARK NO. 1 IS 143.00 FEET EAST OF THE STATION, 28 FEET
 BV1740'NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF
 BV1740'A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BV1740'GROVE NO 1 1947.
 BV1740'
 BV1740'REFERENCE MARK NO. 2 IS 110.30 FEET SOUTH-SOUTHEAST OF THE STATION.
 BV1740'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GROVE NO 2 1947.
 BV1740'
 BV1740'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 25 FEET WEST
 BV1740'OF A LARGE PINE TREE, 23 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 BV1740'THE ROAD, AND 4 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 4
 BV1740'INCHES, AND THE DISK IS STAMPED GROVE 1947.
 BV1740'
 BV1740'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTISS, GO NORTHWEST
 BV1740'ON THE MAIN GRAVEL ROAD FOR 3.35 MILES TO A ROAD FORK. TAKE THE
 BV1740'RIGHT ROAD AND GO 5.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BV1740'CONTINUE ON THE MAIN GRAVEL ROAD FOR 0.3 MILE TO THE STATION MARK
 BV1740'ON THE LEFT.  THIS IS 0.6 MILE NORTHWEST OF A WHITE SCHOOL.
 BV1740
 BV1740                          STATION RECOVERY (1955)
 BV1740
 BV1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1740'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE MARKS NO.
 BV1740'1 AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND
 BV1740'DESTROYED AND THE DISK RECLAIMED.
 BV1740'
 BV1740'A NEW DESCRIPTION FOLLOWS--
 BV1740'
 BV1740'THE STATION IS LOCATED 8 MILES NORTH-NORTHWEST OF PRENTISS, 7.25
 BV1740'MILE NORTHEAST OF SILVER CREEK AND 4 MILES SOUTHEST OF NEW HEBRON
 BV1740'AND 0.6 MILE NORTHWEST OF A COLORED SCHOOL (BRICK), IT IS ON THE
 BV1740'SOUTH SIDE OF STATE HIGHWAY 42 AT A POINT WHERE THE GAS LINE AND A
 BV1740'TELEPHONE LINE CROSSES THE HIGHWAY, WITH PINE TIMBER ON THE SOUTH
 BV1740'SIDE OF THE HIGHWAY AND A LONE 30-INCH PINE ON THE NORTHEAST
 BV1740'SIDE OF THE HIGHWAY AT THE EDGE OF A CULTIVATED FIELD. IT IS 80
 BV1740'FEET WEST OF A TELEPHONE LINE RUNNING NORTHEAST-SOUTHWEST, 41 FEET
 BV1740'SOUTH OF THE CENTER OF THE HIGHWAY, 97 FEET SOUTHWEST OF A LONE
 BV1740'PINE TREE ON THE NORTH SIDE OF THE ROAD, 37 FEET EAST OF AN
 BV1740'18-INCH PINE TREE ON THE SOUTH SIDE OF THE ROAD, 107 FEET EAST OF
 BV1740'THE INTERSECTION OF THE HIGHWAY AND A TRACK ROAD LEADING SOUTH
 BV1740'AND 156 FEET SOUTHWEST OF A TELEPHONE POLE ON THE NORTH SIDE OF
 BV1740'THE ROAD. IT IS A STANDARD DISK, STAMPED GROVE 1947, PROJECTING 6
 BV1740'INCHES.
 BV1740'
 BV1740'REFERENCE MARK NO. 1 IS 110.30 FEET SOUTHEAST OF THE STATION, 109
 BV1740'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF
 BV1740'THE CENTER OF THE TELEPHONE LINE, AND 69 FEET NORTHEAST OF THE FIRST
 BV1740'TELEPHONE POLE SOUTH OF THE HIGHWAY, IN A GROVE OF PINE TIMBER.
 BV1740'IT IS A STANDARD DISK, STAMPED GROVE NO 3 1947, PROJECTING 4
 BV1740'INCHES.
 BV1740'
 BV1740'REFERENCE MARK NO. 2 IS 143.00 FEET EAST-NORTHEAST OF THE STATION,
 BV1740'27 FEET NORTH OF THE CENTER OF THE ROAD, 13 FEET WEST OF A TELEPHONE
 BV1740'POLE, 3 FEET WEST OF A PIPE LINE WARNING SIGN, 7 FEET WEST OF THE
 BV1740'TELEPHONE LINE AND 60 FEET EAST OF A LONE PINE TREE ON THE NORTH
 BV1740'SIDE OF THE HIGHWAY. IT IS A STANDARD DISK, STAMPED GROVE NO 1
 BV1740'1947, PROJECTING 3 INCHES.
 BV1740'
 BV1740'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTISS, GO NORTHWEST
 BV1740'ON STATE HIGHWAY 42 FOR 3.35 MILES TO A FORK AND TRIANGULATION
 BV1740'STATION BOZEMAN 1934 ON THE RIGHT, TURN RIGHT AND GO 4.6 MILES TO A
 BV1740'BRICK COLORED SCHOOL OR THE LEFT AT A CURVE IN THE HIGHWAY,
 BV1740'CONTINUE ON STATE HIGHWAY 42 FOR 0.6 MILE TO THE STATION ON THE
 BV1740'LEFT WHERE THE TELEPHONE LINE CROSSES THE HIGHWAY.
 BV1740
 BV1740                          STATION RECOVERY (1972)
 BV1740
 BV1740'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1740'THE STATION WAS VISITED 8-15-72 AND THE STATION MARK, RM NO 1, AND
 BV1740'RM NO 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND
 BV1740'DESTROYED IN 1955. (NOTE-THE DISTANCE AND DIRECTION TO THE RMS WERE
 BV1740'FOUND TO BE REVERSED.) THE STATION IS LOCATED 7.6 MILES NORTHWEST
 BV1740'OF PRENTISS, 2.3 MILES SOUTHEAST OF HEBRON, 7.25 MILES NORTHEAST OF
 BV1740'SILVER CREEK. IT IS 41.5 FEET SOUTHWEST OF THE CENTER OF
 BV1740'HIGHWAY 42, 97 FEET WEST-SOUTHWEST OF A 36 INCH PINE, 97 FEET
 BV1740'WEST-NORTHWEST OF A PIPE LINE CROSSING SIGN, 45 FEET NORTHWEST OF
 BV1740'A TELEPHONE POLE ON THE NORTHWEST SIDE OF A PIPE LINE, 39.5 FEET
 BV1740'SOUTHEAST OF A 24 INCH PINE, 88.5 FEET SOUTHEAST OF A 36 INCH OAK,
 BV1740'60 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 BV1740'SOUTHEAST OF A METAL WITNESS POST.
 BV1740'
 BV1740'IT IS A TRIANGULATION DISK, STAMPED GROVE 1947 PROJECTING 5 INCHES.
 BV1740'
 BV1740'REFERENCE MARK NO 1 IS 143.00 FEET EAST OF THE STATION. IT IS 26.5
 BV1740'FEET NORTHEAST OF THE CENTER OF HIGHWAY 42, 58 FEET SOUTHEAST OF A
 BV1740'36 INCH PINE, 4 FEET WEST OF A PIPE LINE CROSSING SIGN, 65.5 FEET
 BV1740'NORTH OF POLE NO 18 AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 BV1740'IT IS A REFERENCE MARK DISK, STAMPED GROVE NO 1 1947 PROJECTING 6
 BV1740'INCHES.
 BV1740'
 BV1740'REFERENCE MARK NO 2 IS 110.30 FEET SOUTHEAST OF THE STATION. IT IS
 BV1740'108 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 42, 34 FEET SOUTHEAST OF
 BV1740'THE CENTER OF A PIPE LINE, 82 FEET SOUTH OF A TELEPHONE POLE ON THE
 BV1740'NORTHWEST SIDE OF THE PIPE LINE AND 1 FOOT NORTHWEST OF A METAL
 BV1740'WITNESS POST. IT IS A REFERENCE MARK DISK, STAMPED GROVE NO 2
 BV1740'1947 PROJECTING 6 INCHES.
 BV1740'
 BV1740'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 138.06 FEET.
 BV1740'
 BV1740'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS GO
 BV1740'NORTHEAST ON STATE HIGHWAY 13 FOR 0.2 MILES TO THE COURTHOUSE AND
 BV1740'THE JUNCTION OF STATE HIGHWAY 42. TURN LEFT AND GO NORHTWEST ON
 BV1740'STATE HIGHWAY 42 FOR 3.5 MILES TO A FORK AND TRIANGULATION STATION
 BV1740'BOZEMAN ON THE RIGHT. TAKE THE RIGHT FORK AND GO NORTH ON STATE
 BV1740'HIGHWAY 42 FOR 4.8 MILES TO A SIDE ROAD RIGHT, 0.15 MILES BEFORE
 BV1740'REACHING AN ABANDONED SCHOOL. CONTINUE WEST ON STATE HIGHWAY 42
 BV1740'FOR 0.75 MILES TO A PIPE LINE CROSSING AND THE STATION ON THE
 BV1740'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0223 ***********************************************************************
 BH0223  DESIGNATION -  GROVE 1930 1971
 BH0223  PID         -  BH0223
 BH0223  STATE/COUNTY-  MS/JACKSON
 BH0223  USGS QUAD   -  KREOLE (1986)
 BH0223
 BH0223                         *CURRENT SURVEY CONTROL
 BH0223  ___________________________________________________________________
 BH0223* NAD 83(1986)-  30 25 22.     (N)    088 27 22.     (W)     SCALED    
 BH0223* NAVD 88     -         2.10   (meters)       6.9    (feet)  RESET     
 BH0223  ___________________________________________________________________
 BH0223  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0223  VERT ORDER  -  THIRD
 BH0223
 BH0223.The horizontal coordinates were scaled from a topographic map and have
 BH0223.an estimated accuracy of +/- 6 seconds.
 BH0223
 BH0223.The orthometric height was computed from unverified reset data.
 BH0223
 BH0223.The geoid height was determined by GEOID03.
 BH0223
 BH0223;                    North         East    Units  Estimated Accuracy
 BH0223;SPC MS E     -   102,350.      336,240.      MT  (+/- 180 meters Scaled)
 BH0223
 BH0223                          SUPERSEDED SURVEY CONTROL
 BH0223
 BH0223  NGVD 29 (??/??/??)    2.47   (m)            8.1    (f) RESET       3  
 BH0223
 BH0223.Superseded values are not recommended for survey control.
 BH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0223.See file dsdata.txt to determine how the superseded data were derived.
 BH0223
 BH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU601665(NAD 83)
 BH0223_MARKER: DS = TRIANGULATION STATION DISK
 BH0223_SETTING: 0 = UNSPECIFIED SETTING
 BH0223_STAMPING: GROVE 1930 1971
 BH0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0223
 BH0223  HISTORY     - Date     Condition        Report By
 BH0223  HISTORY     - 1971     MONUMENTED       NGS
 BH0223  HISTORY     - 1977     GOOD             NGS
 BH0223  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BH0223
 BH0223                          STATION DESCRIPTION
 BH0223
 BH0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BH0223'3.9 MI NE FROM KREOLE.
 BH0223'ABOUT 3.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0223'FROM THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, 0.1 MILE EAST OF
 BH0223'TRUCK SCALES, ACROSS OLD HIGHWAY 90 FROM THE CHICKEN-IN-THE-CAR CAFE,
 BH0223'ON PROPERTY OWNED BY MR. ROBERTS.  IT IS AT THE EAST EDGE OF THE
 BH0223'VILLAGE OF ORANGE GROVE, 46 FEET NORTHWEST OF THE CENTER OF OLD
 BH0223'HIGHWAY 90, 30 FEET NORTH OF A POWER POLE, 107 FEET NORTH OF THE
 BH0223'NORTHEAST CORNER OF THE CAFE, 19 FEET NORTHWEST OF A FENCE LINE, AND 1
 BH0223'FOOT NORTH OF A METAL WITNESS POST.  THE TRIANGULATION STATION DISK IS
 BH0223'STAMPED GROVE 1930 1971 AND PROJECTS 3 INCHES.  SECTION 23, T 7 S, R 5
 BH0223'W.
 BH0223
 BH0223                          STATION RECOVERY (1977)
 BH0223
 BH0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH0223'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE ENTRANCE TO
 BH0223'SINGING RIVER HOSPITAL AT NORTHEAST EDGE OF PASCAGOULA, 46 FEET
 BH0223'NORTHEAST OF THE CENTER OF OLD HIGHWAY 90, 107 FEET NORTH OF THE
 BH0223'NORTHEAST CORNER OF STORE, 30 FEET NORTH OF A POWER POLE, 19 FEET
 BH0223'NORTHWEST OF A FENCE.
 BH0223
 BH0223                          STATION RECOVERY (2004)
 BH0223
 BH0223'RECOVERY NOTE BY US POWER SQUADRON 2004 (RH)
 BH0223'GPS AND MEASUREMENTS FAILED TO LOCATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2211 ***********************************************************************
 BH2211  DESIGNATION -  GROVE AZ MK
 BH2211  PID         -  BH2211
 BH2211  STATE/COUNTY-  MS/JACKSON
 BH2211  USGS QUAD   -  KREOLE (1986)
 BH2211
 BH2211                         *CURRENT SURVEY CONTROL
 BH2211  ___________________________________________________________________
 BH2211* NAD 83(1993)-  30 25 26.45807(N)    088 27 13.48666(W)     ADJUSTED  
 BH2211* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2211  ___________________________________________________________________
 BH2211  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH2211  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH2211  HORZ ORDER  -  THIRD
 BH2211
 BH2211.The horizontal coordinates were established by classical geodetic methods
 BH2211.and adjusted by the National Geodetic Survey in May 1994.
 BH2211
 BH2211.The orthometric height was scaled from a topographic map.
 BH2211
 BH2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2211
 BH2211.The geoid height was determined by GEOID03.
 BH2211
 BH2211;                    North         East     Units Scale Factor Converg.
 BH2211;SPC MS E     -   102,484.915   336,466.548   MT  0.99996640   +0 11 32.0
 BH2211;SPC MS E     -   336,235.93  1,103,890.67   sFT  0.99996640   +0 11 32.0
 BH2211;UTM  16      - 3,366,668.362   360,382.076   MT  0.99984048   -0 44 10.6
 BH2211
 BH2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2211!SPC MS E     -   1.00000413  x   0.99996640  =   0.99997053
 BH2211!UTM  16      -   1.00000413  x   0.99984048  =   0.99984461
 BH2211
 BH2211                          SUPERSEDED SURVEY CONTROL
 BH2211
 BH2211  NAD 83(1993)-  30 25 26.46540(N)    088 27 13.48390(W) AD(       ) 3
 BH2211  NAD 83(1986)-  30 25 26.48355(N)    088 27 13.48254(W) AD(       ) 3
 BH2211  NAD 27      -  30 25 25.76194(N)    088 27 13.43350(W) AD(       ) 3
 BH2211
 BH2211.Superseded values are not recommended for survey control.
 BH2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2211.See file dsdata.txt to determine how the superseded data were derived.
 BH2211
 BH2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6038266668(NAD 83)
 BH2211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2211_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2211+STABILITY: SURFACE MOTION
 BH2211
 BH2211  HISTORY     - Date     Condition        Report By
 BH2211  HISTORY     - 1971     MONUMENTED       NGS
 BH2211  HISTORY     - 1976     GOOD             NGS
 BH2211  HISTORY     - 1976     GOOD             NGS
 BH2211  HISTORY     - 19811001 GOOD             MSSU
 BH2211  HISTORY     - 1986     GOOD             NOS
 BH2211
 BH2211                          STATION DESCRIPTION
 BH2211
 BH2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH2211'THE STATION IS LOCATED 5 MILES EAST-NORTHEAST OF MOSS POINT, 7 MILES
 BH2211'NORTHEAST OF PASCAGOULA, 3.5 MILES WEST OF THE
 BH2211'MISSISSIPPI-ALABAMA STATELINE.
 BH2211'
 BH2211'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 31 FEET NORTHWEST
 BH2211'OF THE NORTHWEST RAIL OF THE TRACK, 22.5 FEET NORTH OF MILEPOST
 BH2211'699, 41 FEET SOUTHWEST OF THE CENTER OF ROAD CROSSING THE TRACKS, 52
 BH2211'FEET WEST OF THE ROAD CROSSING, 89 FEET SOUTHEAST OF THE CENTER OF
 BH2211'THE SOUTHEAST LANE OF U.S. HIGHWAY 90, 2.5 FEET SOUTHWEST OF A
 BH2211'TELEGRAPH POLE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 BH2211'IT IS AN AZIMUTH MARK DISK CRIMPED ON A 4-FOOT COPPER WELD ROD WHICH
 BH2211'IS FASTENED TO A 10-INCH STEEL PLATE ENCASED IN AN ORANGEBURG
 BH2211'PIPE PROJECTING 4 INCHES.
 BH2211'
 BH2211'TO REACH THE STATION FROM THE ENTRANCE TO THE SINGING RIVER HOSPITAL
 BH2211'AT THE NORTHEAST EDGE OF PASCAGOULA, GO NORTHEAST ON U.S. HIGHWAY
 BH2211'90 FOR 5.7 MILES TO THE TRUCK SCALES, CONTINUE
 BH2211'NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BH2211'
 BH2211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 BH2211'EAST-NORTHEAST OF MOSS POINT.
 BH2211
 BH2211                          STATION RECOVERY (1976)
 BH2211
 BH2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2211'AZIMUTH MARK RECOVERED AS DESCRIBED.  THE
 BH2211'AZIMUTH MARK IS NOT SOLID.
 BH2211'
 BH2211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2211'6-1/2 MILE NE OF PASCAGOULA.
 BH2211
 BH2211                          STATION RECOVERY (1976)
 BH2211
 BH2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 BH2211'AZIMUTH MARK WAS RECOVERED AND
 BH2211'FOUND IN GOOD CONDITION.
 BH2211'
 BH2211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2211'5 MI. ENE OF MOSS POINT.
 BH2211
 BH2211                          STATION RECOVERY (1981)
 BH2211
 BH2211'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH2211'RECOVERED IN GOOD CONDITION.
 BH2211
 BH2211                          STATION RECOVERY (1986)
 BH2211
 BH2211'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2211'THE STATION WAS RECOVERED AT THIS DATE.
 BH2211'THE STATION WAS USED TO POSITION A PHOTO-POINT.  THE STATION
 BH2211'GROVE 1930 WAS USED AS THE AZIMUTH CONTROL.  THE STATION WAS
 BH2211'NOT VISIBLE FROM THE GROUND.
 BH2211'
 BH2211'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2200 ***********************************************************************
 BH2200  DESIGNATION -  GROVE RESET
 BH2200  PID         -  BH2200
 BH2200  STATE/COUNTY-  MS/JACKSON
 BH2200  USGS QUAD   -  KREOLE (1986)
 BH2200
 BH2200                         *CURRENT SURVEY CONTROL
 BH2200  ___________________________________________________________________
 BH2200* NAD 83(1993)-  30 25 24.69316(N)    088 27 23.30783(W)     ADJUSTED  
 BH2200* NAVD 88     -         2.18   (+/-2cm)       7.2    (feet)  VERTCON   
 BH2200  ___________________________________________________________________
 BH2200  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH2200  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH2200  HORZ ORDER  -  FIRST
 BH2200  VERT ORDER  -  THIRD ? (See Below)
 BH2200
 BH2200.The horizontal coordinates were established by classical geodetic methods
 BH2200.and adjusted by the National Geodetic Survey in May 1994.
 BH2200
 BH2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2200.The vertical order pertains to the NGVD 29 superseded value.
 BH2200
 BH2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2200
 BH2200.The geoid height was determined by GEOID03.
 BH2200
 BH2200;                    North         East     Units Scale Factor Converg.
 BH2200;SPC MS E     -   102,429.691   336,204.641   MT  0.99996616   +0 11 27.0
 BH2200;SPC MS E     -   336,054.74  1,103,031.39   sFT  0.99996616   +0 11 27.0
 BH2200;UTM  16      - 3,366,617.396   360,119.341   MT  0.99984139   -0 44 15.6
 BH2200
 BH2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2200!SPC MS E     -   1.00000411  x   0.99996616  =   0.99997027
 BH2200!UTM  16      -   1.00000411  x   0.99984139  =   0.99984550
 BH2200
 BH2200|---------------------------------------------------------------------|
 BH2200| PID    Reference Object                     Distance      Geod. Az  |
 BH2200|                                                           dddmmss.s |
 BH2200| BH2212 GO 1                                196.513 METERS 07540     |
 BH2200| BH2211 GROVE AZ MK                         267.675 METERS 07817     |
 BH2200| BH0225 GROVE RM 1                           23.319 METERS 11222     |
 BH2200| BH0222 GROVE 2                              68.701 METERS 12522     |
 BH2200| BH0224 GROVE RM 4                           41.036 METERS 18347     |
 BH2200| DD8862 GROVE RM 2                          106.817 METERS 20405     |
 BH2200| BH2247 SCRANTON TANK                       APPROX.11.8 KM 2383508.6 |
 BH2200| BH2199 MOSS PT SOUTHERN PAPER TANK         APPROX. 3.9 KM 2561559.5 |
 BH2200| BH2198 SOUTHERN PAPER COMPANY SOUTH STACK  APPROX. 3.8 KM 2563224.1 |
 BH2200| BH2208 MOSS PT SOUTHERN PAPER N STACK      APPROX. 3.8 KM 2564533.1 |
 BH2200| BH0313 MOSS                                APPROX. 7.6 KM 2595346.5 |
 BH2200| BH2227 MOSS POINT MUNICIPAL TANK           APPROX. 7.9 KM 2615655.1 |
 BH2200|---------------------------------------------------------------------|
 BH2200
 BH2200                          SUPERSEDED SURVEY CONTROL
 BH2200
 BH2200  NAD 83(1993)-  30 25 24.70050(N)    088 27 23.30508(W) AD(       ) 1
 BH2200  NAD 83(1986)-  30 25 24.71880(N)    088 27 23.30274(W) AD(       ) 1
 BH2200  NAD 27      -  30 25 23.99800(N)    088 27 23.25400(W) AD(       ) 1
 BH2200  NGVD 29 (07/19/86)    2.14   (m)            7.0    (f) LEVELING    3  
 BH2200
 BH2200.Superseded values are not recommended for survey control.
 BH2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2200.See file dsdata.txt to determine how the superseded data were derived.
 BH2200
 BH2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6011966617(NAD 83)
 BH2200_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2200+STABILITY: SURFACE MOTION
 BH2200
 BH2200  HISTORY     - Date     Condition        Report By
 BH2200  HISTORY     - 1930     MONUMENTED       CGS
 BH2200  HISTORY     - 1935     GOOD             CGS
 BH2200  HISTORY     - 1940     GOOD             CGS
 BH2200  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BH2200  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BH2200  HISTORY     - 1976     GOOD             NGS
 BH2200  HISTORY     - 1976     GOOD             NGS
 BH2200  HISTORY     - 1977     GOOD             NGS
 BH2200  HISTORY     - 1986     GOOD             NOS
 BH2200
 BH2200                          STATION DESCRIPTION
 BH2200
 BH2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH2200'IN THE VILLAGE OF ORANGE GROVE ON U.S. HIGHWAY 90 ABOUT 7 MILES NE OF
 BH2200'PASCAGOULA AND 9 MILES SW OF GRAND BAY.  STATION IS NEAR E END OF
 BH2200'SETTLEMENT, ABOUT 150 FEET W OF THE POINT WHERE THE HIGHWAY CURVE ON
 BH2200'THE E EDGE OF TOWN STRAIGHTENS OUT INTO THE TANGENT THROUGH TOWN,
 BH2200'IS 46 FEET N OF THE CENTER OF THE PAVEMENT, AND IS ABOUT 350 FEET N
 BH2200'OF A SMALL RAILROAD BRIDGE.  MARK IS 6 INCHES ABOVE THE
 BH2200'SURFACE.  STATION IS IN PINE WOODS.
 BH2200'
 BH2200'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2200'SET IN CONCRETE.
 BH2200'
 BH2200'R.M. NO. 1 IS ON THE S SIDE OF PAVEMENT, 3 FEET N OF ROAD FENCE LINE,
 BH2200'ABOUT 150 FEET W OF BEGINNING OF ROAD TANGENT, AND ABOUT 300 FEET
 BH2200'N OF RAILROAD BRIDGE.
 BH2200'
 BH2200'R.M. NO. 2 IS ON A N AND S FENCE LINE ABOUT 450 FEET W OF BEGINNING
 BH2200'OF TANGENT, 65 FEET S OF CENTER OF PAVEMENT AND ABOUT 350 FEET
 BH2200'NW OF THE RAILROAD BRIDGE.
 BH2200'
 BH2200'LAND ON WHICH STATION IS PLACED IS OWNED BY MRS. T.J. MILLER, 407
 BH2200'WISCONSIN ST., MOBILE, ALABAMA.
 BH2200'
 BH2200'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BH2200
 BH2200                          STATION RECOVERY (1935)
 BH2200
 BH2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH2200'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND IN EXCELLENT
 BH2200'CONDITION.  THE TWO REFERENCE MARKS WERE EASILY FOUND.
 BH2200
 BH2200                          STATION RECOVERY (1940)
 BH2200
 BH2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHB)
 BH2200'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND IN EXCELLENT
 BH2200'CONDITION.
 BH2200
 BH2200                          STATION RECOVERY (1958)
 BH2200
 BH2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2200'THE UNDERGROUND MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 BH2200'GOOD CONDITION.  THE SURFACE MARK AND REFERENCE MARK 2 WERE
 BH2200'DESTROYED BY CAUSES UNKNOWN.  A TOWER COULD NOT BE ERECTED OVER THE
 BH2200'STATION MARK BECAUSE OF NEARBY POWERLINES.  FOLLOWING IS A
 BH2200'COMPLETE AND NEW DESCRIPTION- STATION IS AT THE EAST EDGE OF THE
 BH2200'VILLAGE OF ORANGE GROVE, IN SECTION 23, R 5 W, T 7 S.  THE MARK IS A
 BH2200'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2 FEET BELOW
 BH2200'THE GROUND SURFACE AND IT IS STAMPED GROVE 1930. IT
 BH2200'IS 286.0 FEET NORTHWEST OF THE CENTER OF NEW U.S. HIGHWAY 90, 46
 BH2200'FEET NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 107.0 FEET NORTH OF
 BH2200'THE NORTHEAST CORNER OF THE CHICKEN IN A CAR CAFE, 29.9 FEET
 BH2200'NORTHWEST OF THE CENTER OF A POWERLINE POLE, 19.0 FEET NORTHWEST OF
 BH2200'AN EAST-WEST RIGHT-OF-WAY FENCE AND 162.1 FEET EAST-NORTHEAST OF THE
 BH2200'CENTER OF A TRANSFORMER POLE.  REFERENCE MARK 1 IS A STANDARD DISK,
 BH2200'STAMPED GROVE NO 1 1930. SET IN A 12-INCH SQUARE
 BH2200'CONCRETE POST PROJECTING 4 INCHES.  IT IS 25 FEET SOUTHEAST OF THE
 BH2200'CENTER OF THE OLD HIGHWAY, 53 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 BH2200'FENCE, 52 FEET EAST OF A POWERLINE POLE, 44 FEET NORTH OF THE
 BH2200'NORTHEAST CORNER OF THE CAFE AND 12.5 FEET SOUTHWEST OF THE CENTER OF
 BH2200'A 36-INCH OAK TREE.
 BH2200
 BH2200                          STATION RECOVERY (1971)
 BH2200
 BH2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LSF)
 BH2200'THE STATION WAS VISITED 11-9-71 AND THE SUBSURFACE MARK AND R.M. NO.
 BH2200'1 WERE FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS
 BH2200'ESTABLISHED OVER THE CENTER OF THE SUBSURFACE DISK.  R.M. NO. 4 WAS
 BH2200'ESTABLISHED AND AN AZIMUTH MARK WAS ESTABLISHED.  THIS IS A
 BH2200'RESULT OF HAVING TO DESTROY GROVE 2 1958, R.M. NO. 3 AND THE AZIMUTH
 BH2200'MARK.  A NEW DESCRIPTION FOLLOWS.
 BH2200'
 BH2200'THE STATION IS LOCATED 5 MILES EAST-NORTHEAST OF MOSS POINT, 7 MILES
 BH2200'NORTHEAST OF PASCAGOULA, 3.5 MILES WEST OF THE
 BH2200'MISSISSIPPI-ALABAMA STATELINE, 0.1 MILE EAST OF A TRUCK SCALES,
 BH2200'ACROSS THE OLD HIGHWAY 90 FROM THE CLUB CAFE, ON PROPERTY
 BH2200'OWNED BY MR. ROBERTS, IN THE NORTHWEST 1/4 OF SEC. 23, T7S, R5W.  IT
 BH2200'IS AT THE EAST EDGE OF THE VILLAGE OF ORANGE GROVE, 46 FEET
 BH2200'NORTHWEST OF THE CENTER OF OLD U.S. HIGHWAY 90, 30 FEET NORTH OF A
 BH2200'POWER POLE, 107 FEET NORTH OF THE NORTHEAST CORNER OF THE CAFE, 19
 BH2200'FEET NORTHWEST OF A FENCE LINE AND 1 FOOT NORTH OF A METAL WITNESS
 BH2200'POST.  IT IS A TRIANGULATION DISK STAMPED GROVE 1930 1971,
 BH2200'PROJECTING 3 INCHES.
 BH2200'
 BH2200'REFERENCE MARK NO. 1 IS 76.51 FEET SOUTHEAST OF THE STATION, 25 FEET
 BH2200'SOUTH-SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY 90, 11 FEET
 BH2200'SOUTHWEST OF A 2-FOOT OAK TREE, 52.5 FEET EAST OF A POWER POLE, 44.5
 BH2200'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CLUB OAK CAFE,
 BH2200'70 FEET NORTHWEST OF A POWER POLE, 415 FEET NORTHWEST AND ACROSS THE
 BH2200'NEW HIGHWAY FROM THE NORTHWEST RAIL OF THE TRACKS.  IT IS A
 BH2200'REFERENCE DISK STAMPED GROVE NO. 1 1930, PROJECTING 2 INCHES.
 BH2200'
 BH2200'REFERENCE MARK NO. 4 IS 134.63 FEET SOUTH OF THE STATION, 39 FEET
 BH2200'SOUTH-SOUTHEAST OF OLD HIGHWAY 90, 34 FEET SOUTHWEST OF A
 BH2200'2-FOOT OAK TREE, 4 FEET SOUTHWEST OF A POWER POLE, AND 67 FEET
 BH2200'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CAFE.  IT IS A REFERENCE
 BH2200'
 BH2200'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 31 FEET NORTHWEST
 BH2200'OF THE NORTHWEST RAIL OF THE TRACK, 22.5 FEET NORTH OF MILEPOST
 BH2200'699, 41 FEET SOUTHWEST OF THE CENTER OF ROAD CROSSING THE TRACKS, 52
 BH2200'FEET WEST OF THE ROAD CROSSING, 89 FEET SOUTHEAST OF THE CENTER OF
 BH2200'THE SOUTHEAST LANE OF U.S. HIGHWAY 90, 2.5 FEET SOUTHWEST OF A
 BH2200'TELEGRAPH POLE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 BH2200'IT IS AN AZIMUTH MARK DISK CRIMPED ON A 4-FOOT COPPER WELD ROD WHICH
 BH2200'IS FASTENED TO A 10-INCH STEEL PLATE ENCASED IN AN ORANGEBURG
 BH2200'PIPE PROJECTING 4 INCHES.
 BH2200'
 BH2200'TO REACH THE STATION FROM THE ENTRANCE TO THE SINGING RIVER HOSPITAL
 BH2200'AT THE NORTHEAST EDGE OF PASCAGOULA, GO NORTHEAST ON U.S. HIGHWAY
 BH2200'90 FOR 5.7 MILES TO THE TRUCK SCALES, CONTINUE 0.1 MILE TO THE
 BH2200'STATION ON THE LEFT, TO REACH THE AZIMUTH MARK CONTINUE
 BH2200'NORTHEAST FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BH2200'
 BH2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 BH2200'EAST-NORTHEAST OF MOSS POINT.
 BH2200
 BH2200                          STATION RECOVERY (1976)
 BH2200
 BH2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2200'STATION, RMS 1 AND 4 AND AZIMUTH MARK RECOVERED AS DESCRIBED.  THE
 BH2200'AZIMUTH MARK IS NOT SOLID.
 BH2200'
 BH2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2200'6-1/2 MILE NE OF PASCAGOULA.
 BH2200
 BH2200                          STATION RECOVERY (1976)
 BH2200
 BH2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 BH2200'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED AND
 BH2200'FOUND IN GOOD CONDITION.
 BH2200'
 BH2200'STATION MARK IS ON THE NORTH SIDE OF OLD HIGHWAY 90, ACROSS THE
 BH2200'HIGHWAY NOW A DIVIDED FOUR LANE AND THE OLD HIGHWAY IS NOW A
 BH2200'SECONDARY ROAD, STATION MARKED BY A WITNESS POST.
 BH2200'
 BH2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2200'5 MI. ENE OF MOSS POINT.
 BH2200
 BH2200                          STATION RECOVERY (1977)
 BH2200
 BH2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BH2200'THE STATION WAS VISITED 7-20-77 AND ALL MARKS WERE RECOVERED IN GOOD
 BH2200'CONDITION AS DESCRIBED BY L.F.S. IN 1971 DESCRIPTION.
 BH2200'
 BH2200'A TIE WAS MADE TO ALHD STATION GO-1 1977 AT THIS DATE A DESCRIPTION
 BH2200'OF THIS MARK FOLLOWS--
 BH2200'
 BH2200'GO-1 IS A ALHD SURVEY DISK STAMPED---GO 1 1977---SET IN TOP OF A
 BH2200'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN THE MEDIAN OF
 BH2200'U.S. HIGHWAY 90, 35 FEET NORTHWEST OF THE CENTER OF THE EAST BOUND
 BH2200'LANES, 30 FEET SOUTHEAST OF THE CENTER OF THE WEST BOUND LANES, 101
 BH2200'FEET NORTHWEST OF A POWER POLE BETWEEN HIGHWAY AND RAILROAD, 105 FEET
 BH2200'SOUTHEAST OF A COMBINATION TELEPHONE AND POWER POLE AND 90.5 FEET
 BH2200'NORTH OF A SIGN ON WOODEN POST.
 BH2200
 BH2200                          STATION RECOVERY (1986)
 BH2200
 BH2200'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2200'THE STATION WAS RECOVERED AFTER CONSIDERABLE SEARCHING.  US 90
 BH2200'IS NOW A DIVIDED HIGHWAY AND THE OLD US 90 RUNS ALMOST PARELLEL
 BH2200'WITH THE NEW ROAD.  THE CLUB OAK CAFE IS NOW A SMALL GENERAL STORE.
 BH2200'IT IS THE WESTERLY OF TWO BUILDINGS.  REFERENCE MARK NO 4 WAS NOT
 BH2200'RECOVERED AFTER A LONG SEARCH AND IS BELEIVED LOST.  REFERENCE MARK
 BH2200'NO 1 WAS RECOVERED IN THE ASPHALT PARKING AREA AND THE RECORDED
 BH2200'DISTANCE CHECKED.  THE STATION ITSELF WAS NORTH OF OLD US 90 IN A
 BH2200'HEAVY WOODED AND VEGETATED AREA.  CONSIDERABLE BRUSHING WOULD BE
 BH2200'REQUIRED TO USE THE STATION FROM THE GROUND.  THE AZIMUTH MARK WAS
 BH2200'NO LONGER VISIBLE FROM THE STATION AS A SMALL BUILDING WAS ERECTED
 BH2200'ON LINE.
 BH2200'
 BH2200'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0225 ***********************************************************************
 BH0225  DESIGNATION -  GROVE RM 1
 BH0225  PID         -  BH0225
 BH0225  STATE/COUNTY-  MS/JACKSON
 BH0225  USGS QUAD   -  KREOLE (1986)
 BH0225
 BH0225                         *CURRENT SURVEY CONTROL
 BH0225  ___________________________________________________________________
 BH0225* NAD 83(1986)-  30 25 24.     (N)    088 27 23.     (W)     SCALED    
 BH0225* NAVD 88     -         2.672  (meters)       8.77   (feet)  ADJUSTED  
 BH0225  ___________________________________________________________________
 BH0225  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0225  DYNAMIC HT  -           2.668 (meters)       8.75  (feet)  COMP
 BH0225  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BH0225
 BH0225  VERT ORDER  -  FIRST     CLASS I
 BH0225
 BH0225.The horizontal coordinates were scaled from a topographic map and have
 BH0225.an estimated accuracy of +/- 6 seconds.
 BH0225
 BH0225.The orthometric height was determined by differential leveling
 BH0225.and adjusted in June 1991.
 BH0225
 BH0225.The geoid height was determined by GEOID03.
 BH0225
 BH0225.The dynamic height is computed by dividing the NAVD 88
 BH0225.geopotential number by the normal gravity value computed on the
 BH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0225.degrees latitude (g = 980.6199 gals.).
 BH0225
 BH0225.The modeled gravity was interpolated from observed gravity values.
 BH0225
 BH0225;                    North         East    Units  Estimated Accuracy
 BH0225;SPC MS E     -   102,410.      336,210.      MT  (+/- 180 meters Scaled)
 BH0225
 BH0225                          SUPERSEDED SURVEY CONTROL
 BH0225
 BH0225  NGVD 29 (??/??/??)    2.630  (m)            8.63   (f) ADJUSTED    1 1
 BH0225
 BH0225.Superseded values are not recommended for survey control.
 BH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0225.See file dsdata.txt to determine how the superseded data were derived.
 BH0225
 BH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU601665(NAD 83)
 BH0225_MARKER: DR = REFERENCE MARK DISK
 BH0225_SETTING: 0 = UNSPECIFIED SETTING
 BH0225_STAMPING: GROVE NO. 1 1930
 BH0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0225
 BH0225  HISTORY     - Date     Condition        Report By
 BH0225  HISTORY     - 1930     MONUMENTED       CGS
 BH0225  HISTORY     - 1971     GOOD             NGS
 BH0225  HISTORY     - 1977     GOOD             NGS
 BH0225  HISTORY     - 19810301 GOOD             MSSU
 BH0225  HISTORY     - 19811001 GOOD             MSSU
 BH0225  HISTORY     - 19811001 GOOD             MSSU
 BH0225  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BH0225
 BH0225                          STATION DESCRIPTION
 BH0225
 BH0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BH0225'3.9 MI NE FROM KREOLE.
 BH0225'ABOUT 3.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0225'FROM THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, 76.51 FEET SOUTHEAST
 BH0225'OF TRIANGULATION STATION GROVE 1930 1971, 25 FEET SOUTH-SOUTHEAST OF
 BH0225'THE CENTER OF OLD HIGHWAY 90, 11 FEET SOUTHWEST OF A 2-FOOT OAK TREE,
 BH0225'52.5 FEET EAST OF A POWER POLE, 44.5 FEET NORTH-NORTHEAST OF THE
 BH0225'NORTHEAST CORNER OF THE CHICKEN-IN-THE-CAR CAFE, 70 FEET NORTHWEST OF
 BH0225'A POWER POLE, 415 FEET NORTHWEST AND ACROSS THE NEW HIGHWAY FROM THE
 BH0225'NORTHWEST RAIL OF THE TRACK.  IT IS A REFERENCE MARK DISK STAMPED
 BH0225'GROVE NO. 1 1930 AND PROJECTS 2 INCHES. SEC. 23, T 7S, R 5W.
 BH0225
 BH0225                          STATION RECOVERY (1977)
 BH0225
 BH0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH0225'RECOVERED IN GOOD CONDITION.
 BH0225
 BH0225                          STATION RECOVERY (1981)
 BH0225
 BH0225'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0225'RECOVERED IN GOOD CONDITION.
 BH0225
 BH0225                          STATION RECOVERY (1981)
 BH0225
 BH0225'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (MSS)
 BH0225'RECOVERED IN GOOD CONDITION.
 BH0225
 BH0225                          STATION RECOVERY (1981)
 BH0225
 BH0225'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0225'RECOVERED IN GOOD CONDITION.
 BH0225
 BH0225                          STATION RECOVERY (2004)
 BH0225
 BH0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (DA)
 BH0225'HWY 90 HAS BEEN WIDEND AND THE MARK PRESUMED BURIED UNDER NEW SURFACE.
 BH0225' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0224 ***********************************************************************
 BH0224  DESIGNATION -  GROVE RM 4
 BH0224  PID         -  BH0224
 BH0224  STATE/COUNTY-  MS/JACKSON
 BH0224  USGS QUAD   -  KREOLE (1986)
 BH0224
 BH0224                         *CURRENT SURVEY CONTROL
 BH0224  ___________________________________________________________________
 BH0224* NAD 83(1986)-  30 25 24.     (N)    088 27 23.     (W)     SCALED    
 BH0224* NAVD 88     -         1.96   (meters)       6.4    (feet)  RESET     
 BH0224  ___________________________________________________________________
 BH0224  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BH0224  VERT ORDER  -  THIRD
 BH0224
 BH0224.The horizontal coordinates were scaled from a topographic map and have
 BH0224.an estimated accuracy of +/- 6 seconds.
 BH0224
 BH0224.The orthometric height was computed from unverified reset data.
 BH0224
 BH0224.The geoid height was determined by GEOID03.
 BH0224
 BH0224;                    North         East    Units  Estimated Accuracy
 BH0224;SPC MS E     -   102,410.      336,210.      MT  (+/- 180 meters Scaled)
 BH0224
 BH0224                          SUPERSEDED SURVEY CONTROL
 BH0224
 BH0224  NGVD 29 (??/??/??)    2.32   (m)            7.6    (f) RESET       3  
 BH0224
 BH0224.Superseded values are not recommended for survey control.
 BH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0224.See file dsdata.txt to determine how the superseded data were derived.
 BH0224
 BH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU601665(NAD 83)
 BH0224_MARKER: DR = REFERENCE MARK DISK
 BH0224_SETTING: 0 = UNSPECIFIED SETTING
 BH0224_STAMPING: GROVE R.M. NO. 4 1930 1971
 BH0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0224
 BH0224  HISTORY     - Date     Condition        Report By
 BH0224  HISTORY     - 1971     MONUMENTED       NGS
 BH0224  HISTORY     - 1977     GOOD             NGS
 BH0224  HISTORY     - 19811001 GOOD             MSSU
 BH0224
 BH0224                          STATION DESCRIPTION
 BH0224
 BH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BH0224'3.9 MI NE FROM KREOLE.
 BH0224'ABOUT 3.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0224'FROM THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, 134.63 FEET SOUTH OF
 BH0224'THE STATION, 39 FEET SOUTH-SOUTHEAST OF OLD HIGHWAY 90, 34 FEET
 BH0224'SOUTHWEST OF A 2-FOOT OAK TREE, 4 FEET SOUTHWEST OF A POWER POLE, AND
 BH0224'67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CAFE.  IT IS A
 BH0224'REFERENCE MARK DISK STAMPED GROVE NO 4 1930 1971 AND IS FLUSH WITH THE
 BH0224'GROUND.  SECTION 23, T 7S, R 5W.
 BH0224
 BH0224                          STATION RECOVERY (1977)
 BH0224
 BH0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH0224'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE ENTRANCE TO
 BH0224'SINGING RIVER HOSPITAL AT NORTHEAST EDGE OF PASCAGOULA, 39 FEET
 BH0224'SOUTH SOUTHEAST OF OLD HIGHWAY 90, 34 FEET SOUTHWEST OF A 2 FOOT
 BH0224'OAK TREE, 4 FEET SOUTHWEST OF A POWER POLE AND 67 FEET SOUTHWEST
 BH0224'OF SOUTHWEST CORNER OF BUILDING.
 BH0224
 BH0224                          STATION RECOVERY (1981)
 BH0224
 BH0224'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1757 ***********************************************************************
 BV1757  DESIGNATION -  GUINNVILLE SO NAT GAS CO TANK
 BV1757  PID         -  BV1757
 BV1757  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1757  USGS QUAD   -  SHIVERS (1971)
 BV1757
 BV1757                         *CURRENT SURVEY CONTROL
 BV1757  ___________________________________________________________________
 BV1757* NAD 83(1993)-  31 45 33.15555(N)    089 52 40.73634(W)     ADJUSTED  
 BV1757* NAVD 88     -              **(meters)            **(feet)            
 BV1757  ___________________________________________________________________
 BV1757  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BV1757  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BV1757  HORZ ORDER  -  THIRD
 BV1757
 BV1757.The horizontal coordinates were established by classical geodetic methods
 BV1757.and adjusted by the National Geodetic Survey in May 1994.
 BV1757
 BV1757
 BV1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1757
 BV1757.The geoid height was determined by GEOID03.
 BV1757
 BV1757;                    North         East     Units Scale Factor Converg.
 BV1757;SPC MS W     -   250,540.919   743,137.663   MT  0.99997294   +0 14 22.8
 BV1757;SPC MS W     -   821,983.00  2,438,110.82   sFT  0.99997294   +0 14 22.8
 BV1757;UTM  16      - 3,517,351.908   227,399.669   MT  1.00051660   -1 30 56.7
 BV1757
 BV1757                          SUPERSEDED SURVEY CONTROL
 BV1757
 BV1757  NAD 83(1986)-  31 45 33.16960(N)    089 52 40.73355(W) AD(       ) 4
 BV1757  NAD 27      -  31 45 32.57900(N)    089 52 40.45700(W) AD(       ) 3
 BV1757
 BV1757.Superseded values are not recommended for survey control.
 BV1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1757.See file dsdata.txt to determine how the superseded data were derived.
 BV1757
 BV1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2740017352(NAD 83)
 BV1757_MARKER: 53 = ELEVATED TANK
 BV1757
 BV1757  HISTORY     - Date     Condition        Report By
 BV1757  HISTORY     - 1947     FIRST OBSERVED   CGS
 BV1757  HISTORY     - 1955     GOOD             CGS
 BV1757  HISTORY     - 1972     GOOD             MSHD
 BV1757
 BV1757                          STATION DESCRIPTION
 BV1757
 BV1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1757'THIS IS AN INTERSECTION STATION.
 BV1757'THE STATION IS THE SPIKE AT THE APEX OF A 25,000 GALLON ELEVATED
 BV1757'WATER TANK, LOCATED IN THE GWINNVILLE VILLAGE. THE TANK IS ABOUT
 BV1757'790 FEET WEST OF MISSISSIPPI STATE HIGHWAY NO. 13. THE TANK IS
 BV1757'PAINTED SILVER AND IS 67 FEET HIGH.
 BV1757'
 BV1757'THE TANK WAS ERECTED IN 1947.
 BV1757
 BV1757                          STATION RECOVERY (1955)
 BV1757
 BV1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1757'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION. THE 1947
 BV1757'DESCRIPTION BY C.A.E. IS ADEQUATE. NOTE--A NEW AND LARGER TANK BUT
 BV1757'ABOUT THE SAME HEIGHT HAS BEEN BUILT ABOUT 100 FEET SOUTH
 BV1757'OF THE STATION.
 BV1757
 BV1757                          STATION RECOVERY (1972)
 BV1757
 BV1757'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1757'THE STATION WAS VISITED 8-18-72 AND WAS FOUND IN GOOD CONDITION.
 BV1757'
 BV1757'THE STATION IS LOCATED 10.5 MILES NORTH OF PRENTISS ON THE GROUNDS OF
 BV1757'THE SOUTHERN NATURAL GAS CO. PLANT, 4 MILES SOUTH OF THE SMALL
 BV1757'COMMUNITY OF BOGAN IN THE SOUTHEAST 1/4 OF SECTION 11, T 9N, R 19W.
 BV1757'IT IS A TANK ATOP A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR
 BV1757'AND ABOUT 67 FEET HIGH. THERE IS A BALL WITH A SPIKE ON IT ON THE
 BV1757'APEX OF THE TANK AND THIS WAS THE POINT INTERSECTED. (NOTE-A NEW AND
 BV1757'LARGER TANK HAS BEEN ERECTED ABOUT 100 FEET SOUTH OF THIS ONE.
 BV1757'
 BV1757'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS GO
 BV1757'NORTHEAST ON STATE HIGHWAY 13 AND U.S. HIGHWAY 84 FOR 0.85 MILES TO
 BV1757'A FORK AND THE JUNCTION OF U.S. HIGHWAY 84. TAKE THE LEFT FORK AND
 BV1757'GO NORTH ON STATE HIGHWAY 13 FOR 10.5 MILES TO A CROSSROAD. TURN
 BV1757'LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.15 MILES TO THE TANK ON
 BV1757'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0878 ***********************************************************************
 CO0878  DESIGNATION -  GULDE
 CO0878  PID         -  CO0878
 CO0878  STATE/COUNTY-  MS/RANKIN
 CO0878  USGS QUAD   -  PELAHATCHIE (1982)
 CO0878
 CO0878                         *CURRENT SURVEY CONTROL
 CO0878  ___________________________________________________________________
 CO0878* NAD 83(1993)-  32 18 17.61780(N)    089 51 42.22593(W)     ADJUSTED  
 CO0878* NAVD 88     -       121.972  (meters)     400.17   (feet)  ADJUSTED  
 CO0878  ___________________________________________________________________
 CO0878  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CO0878  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CO0878  DYNAMIC HT  -         121.830 (meters)     399.70  (feet)  COMP
 CO0878  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CO0878
 CO0878  HORZ ORDER  -  THIRD
 CO0878  VERT ORDER  -  FIRST     CLASS I
 CO0878
 CO0878.The horizontal coordinates were established by classical geodetic methods
 CO0878.and adjusted by the National Geodetic Survey in May 1994.
 CO0878
 CO0878.The orthometric height was determined by differential leveling
 CO0878.and adjusted in June 1991.
 CO0878
 CO0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0878
 CO0878.The geoid height was determined by GEOID03.
 CO0878
 CO0878.The dynamic height is computed by dividing the NAVD 88
 CO0878.geopotential number by the normal gravity value computed on the
 CO0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0878.degrees latitude (g = 980.6199 gals.).
 CO0878
 CO0878.The modeled gravity was interpolated from observed gravity values.
 CO0878
 CO0878;                    North         East     Units Scale Factor Converg.
 CO0878;SPC MS W     -   311,054.814   744,413.234   MT  0.99997432   +0 15 07.3
 CO0878;SPC MS W     - 1,020,519.00  2,442,295.75   sFT  0.99997432   +0 15 07.3
 CO0878;SPC MS E     -   311,421.672   203,149.163   MT  1.00006563   -0 32 58.7
 CO0878;SPC MS E     - 1,021,722.60    666,498.55   sFT  1.00006563   -0 32 58.7
 CO0878;UTM  16      - 3,577,829.773   230,544.267   MT  1.00049547   -1 31 49.1
 CO0878
 CO0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0878!SPC MS W     -   0.99998503  x   0.99997432  =   0.99995935
 CO0878!SPC MS E     -   0.99998503  x   1.00006563  =   1.00005066
 CO0878!UTM  16      -   0.99998503  x   1.00049547  =   1.00048049
 CO0878
 CO0878|---------------------------------------------------------------------|
 CO0878| PID    Reference Object                     Distance      Geod. Az  |
 CO0878|                                                           dddmmss.s |
 CO0878| CO0881 GULDE RM 1                           29.529 METERS 05539     |
 CO0878| CO1415 PELAHATCHEE MUNICIPAL TANK          APPROX. 6.2 KM 0812454.1 |
 CO0878| CO0877 GULDE RM 2                           22.928 METERS 19427     |
 CO0878| CO0876 GULDE AZ MK                                        2372859.0 |
 CO0878|---------------------------------------------------------------------|
 CO0878
 CO0878                          SUPERSEDED SURVEY CONTROL
 CO0878
 CO0878  NAD 83(1986)-  32 18 17.63137(N)    089 51 42.22252(W) AD(       ) 3
 CO0878  NAD 27      -  32 18 17.10600(N)    089 51 41.93900(W) AD(       ) 3
 CO0878  NGVD 29 (??/??/??)  121.973  (m)          400.17   (f) ADJUSTED    1 1
 CO0878
 CO0878.Superseded values are not recommended for survey control.
 CO0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0878.See file dsdata.txt to determine how the superseded data were derived.
 CO0878
 CO0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3054477830(NAD 83)
 CO0878_MARKER: DS = TRIANGULATION STATION DISK
 CO0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0878_STAMPING: GULDE 1945
 CO0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0878+STABILITY: SURFACE MOTION
 CO0878
 CO0878  HISTORY     - Date     Condition        Report By
 CO0878  HISTORY     - 1945     MONUMENTED       CGS
 CO0878  HISTORY     - 1957     GOOD             CGS
 CO0878  HISTORY     - 1961     GOOD             MSHD
 CO0878  HISTORY     - 1968     GOOD             CGS
 CO0878  HISTORY     - 1968     GOOD             NGS
 CO0878  HISTORY     - 1977     GOOD             MSHD
 CO0878  HISTORY     - 1977     GOOD             MSHD
 CO0878
 CO0878                          STATION DESCRIPTION
 CO0878
 CO0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO0878'STATION IS LOCATED ABOUT 3-1/2 MILES W OF PELAHATCHEE, 7-1/2
 CO0878'MILES ENE OF BRANDON, AND 1/2 MILE N OF THE GULDE SIDING IN THE
 CO0878'N CENTER OF SEC. 2, T. 5 N., R. 4 E.  IT IS ON THE S SIDE OF U.S.
 CO0878'HIGHWAY 80, 50 FEET S OF THE CENTER LINE OF THE HIGHWAY, 25
 CO0878'FEET W OF A CONCRETE RIGHT-OF-WAY MARKER, 8.5 FEET NE OF A
 CO0878'STANDARD REFERENCE POST, AND 69 METERS W BY SW OF THE INTERSECTION
 CO0878'OF HIGHWAY 80 AND A DIRT SIDE ROAD.
 CO0878'
 CO0878'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO0878'POST, STAMPED GULDE 1945, AND PROJECTS 4 INCHES.  UNDERGROUND MARK
 CO0878'IS A BRONZE STATION DISK SET IN CONCRETE.
 CO0878'
 CO0878'REFERENCE MARK 1 IS 96.88 FEET ENE OF THE STATION AND 47 FEET
 CO0878'S OF THE CENTER LINE OF U.S. HIGHWAY 80.  IT IS A BRONZE
 CO0878'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED GULDE
 CO0878'NO 1 1945 AND PROJECTS ABOUT 4 INCHES.
 CO0878'
 CO0878'REFERENCE MARK 2 IS 75.23 FEET SSW OF THE STATION.  IT IS A
 CO0878'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED GULDE
 CO0878'NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 CO0878'
 CO0878'AZIMUTH MARK IS ABOUT 0.4 MILE SW OF THE STATION, 47 FEET N OF THE
 CO0878'CENTER LINE OF U.S. HIGHWAY 80, 6 FEET E OF A POWER-TRANSMISSION
 CO0878'LINE POLE.  3 FEET EAST OF A STANDARD REFERENCE POST, AND 2 FEET
 CO0878'S OF A WIRE FENCE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 CO0878'CONCRETE POST, STAMPED GULDE 1945, AND PROJECTS ABOUT 4 INCHES.
 CO0878'
 CO0878'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO0878'AND STATE HIGHWAY 18 IN BRANDON, GO E ON U.S. HIGHWAY 80 FOR 7.7
 CO0878'MILE TO AN UNDERPASS, CONTINUE E ON HIGHWAY 0.65 MILE TO THE
 CO0878'AZIMUTH MARK ON THE LEFT, CONTINUE 0.4 MILE TO THE STATION ON THE
 CO0878'RIGHT JUST BEFORE REACHING A DIRT SIDE AND CEMETERY ON THE RIGHT.
 CO0878'
 CO0878'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CO0878
 CO0878                          STATION RECOVERY (1957)
 CO0878
 CO0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO0878'THE STATION WAS VISITED 2-14-57 AND ALL MARKS WERE FOUND IN
 CO0878'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-
 CO0878'
 CO0878'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF PALAHATCHEE, 8.5
 CO0878'MILES EAST OF BRANDON AND ABOUT 1/2 MILE NORTH OF THE GULDE
 CO0878'SIDING, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 CO0878'80 AND A GRAVELED ROAD LEADING SOUTHWEST TO THE GULDE SIDING, IN
 CO0878'THE NORTH CENTRAL PORTION ON SECTION 2, T. 5 N, R. 4 E, AND WEST
 CO0878'AND ACROSS THE GRAVELED ROAD FROM A CEMETERY.  IT IS 51 FEET
 CO0878'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 118 FEET NORTHWEST OF
 CO0878'THE CENTER LINE OF THE GRAVELED ROAD, 89 FEET NORTHWEST OF A
 CO0878'POWER POLE, 108 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 CO0878'WHITE HOUSE, 24 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST AND 12
 CO0878'FEET SOUTH OF THE EDGE OF A CUT BANK.  IT IS A STANDARD DISK,
 CO0878'STAMPED GULDE 1945, PROJECTING 4 INCHES AND ABOUT 8 FEET ABOVE THE
 CO0878'LEVEL OF THE HIGHWAY.
 CO0878'
 CO0878'REFERENCE MARK NO. 1 IS 96.88 FEET EAST OF THE STATION, 52 FEET
 CO0878'NORTH OF A POWER POLE, 51 FEET SOUTH OF THE CENTER LINE OF U.S.
 CO0878'HIGHWAY 80, 51 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 CO0878'71 FEET EAST OF THE RIGHT-OF-WAY POST, AND 71 FEET WEST-SOUTHWEST
 CO0878'OF THE WEST END OF A CONCRETE CULVERT UNDER THE GRAVELED ROAD.
 CO0878'IT IS A STANDARD DISK, STAMPED GULDE NO 1 1945, PROJECTING 4
 CO0878'INCHES.
 CO0878'
 CO0878'REFERENCE MARK NO. 2 IS 75.23 FEET SOUTH-SOUTHWEST OF THE STATION,
 CO0878'41 FEET EAST OF THE NORTHEAST CORNER OF THE WHITE HOUSE, 100
 CO0878'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80 AND 18 FEET
 CO0878'NORTH-NORTHEAST OF AN 18-INCH OAK TREE.  IT IS A STANDARD
 CO0878'DISK, STAMPED GULDE NO 2 1945, PROJECTING 4 INCHES.
 CO0878'
 CO0878'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 47 FEET NORTH
 CO0878'OF THE CENTER LINE OF U.S. HIGHWAY 80, 6 FEET NORTHEAST OF A
 CO0878'POWER POLE, 2 FEET SOUTH OF A FENCE LINE AND 63 FEET WEST OF THE
 CO0878'PROJECTED TANGENT OF THE WEST SIDE OF THE SMALL HOUSE.  IT IS A
 CO0878'STANDARD DISK, STAMPED GULDE 1945, PROJECTING 4 INCHES.
 CO0878'
 CO0878'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CO0878'STATE HIGHWAY 471 IN BRANDON, GO EAST ON U.S. HIGHWAY FOR 7.7
 CO0878'MILES TO THE RAILROAD UNDERPASS, CONTINUE EAST ON U.S. HIGHWAY 80
 CO0878'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR
 CO0878'0.4 MILES TO THE STATION AND SIDE ROAD ON THE RIGHT ABOUT 75
 CO0878'YARDS WEST OF A CEMETERY.
 CO0878
 CO0878                          STATION RECOVERY (1961)
 CO0878
 CO0878'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO0878'THE STATION WAS VISITED 7-27-61.  THE STATION, AZIMUTH MARK, R.M.
 CO0878'NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE 1957
 CO0878'RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO0878
 CO0878                          STATION RECOVERY (1968)
 CO0878
 CO0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CO0878'THE STATION MARK, STAMPED GULDE 1945, IS ABOUT 4.0 MILES WEST ALONG
 CO0878'U.S. HIGHWAY 80 FROM THE CITY HALL AT PELAHATCHIE, 62 YARDS WEST AND
 CO0878'ACROSS A PAVED ROAD FROM A CEMETERY, 49 FEET SOUTH OF THE
 CO0878'CENTERLINE OF THE HIGHWAY, 119 FEET WEST OF THE CENTERLINE OF THE
 CO0878'PAVED ROAD, 106-1/2 FEET NORTH OF THE NORTH CORNER OF A FRAME
 CO0878'HOUSE, 25 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 CO0878'MARKER, 28 FEET SOUTHWEST OF UNDERGROUND TELEPHONE CABLE MARKER
 CO0878'NUMBER B 44, 96.88 FEET SOUTHWEST OF GULDE RM 1, 75.23 FEET
 CO0878'NORTHEAST OF GULDE RM 2, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 CO0878'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CO0878'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0878'
 CO0878'RM 1, STAMPED GULDE NO 1 1945, IS 96.88 FEET NORTHEAST OF THE STATION
 CO0878'MARK, 30 YARDS WEST AND ACROSS A PAVED ROAD FROM A CEMETERY, 47 FEET
 CO0878'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52 FEET WEST OF THE
 CO0878'CENTERLINE OF THE PAVED ROAD, 16 FEET NORTH OF THE CENTERLINE OF A
 CO0878'PRIVATE DRIVEWAY, 52 FEET NORTH OF A POWER POLE, 4 FEET NORTHWEST
 CO0878'OF A 10-INCH PINE TREE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 CO0878'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CO0878'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CO0878'GROUND.
 CO0878'
 CO0878'RM 2, STAMPED GULDE NO 2 1945, IS 75.23 FEET SOUTHWEST OF THE STATION
 CO0878'MARK, 80 YARDS WEST AND ACROSS A PAVED ROAD FROM A CEMETERY, 100
 CO0878'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40-1/2 FEET
 CO0878'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 17 FEET NORTH
 CO0878'OF THE MORE NORTHWESTERLY OF 2 18-INCH OAK TREES, ABOUT 4 FEET
 CO0878'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CO0878'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0878'
 CO0878'THE AZIMUTH MARK, STAMPED GULDE 1945, IS 0.4 MILE WEST ALONG U.S.
 CO0878'HIGHWAY 80 FROM THE STATION MARK, 1-1/2 POWER POLES SOUTHWEST OF 2
 CO0878'TRANSFORMERS ENCLOSED IN A CHAIN LINK FENCE, 48 FEET NORTHWEST OF
 CO0878'THE CENTERLINE OF THE HIGHWAY, 39-1/2 FEET SOUTH OF A 14-INCH ELM
 CO0878'TREE, 35-1/2 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 6 FEET
 CO0878'NORTHEAST OF A POWER POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 CO0878'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0878'THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE
 CO0878'OF THE GROUND.
 CO0878'
 CO0878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES WEST.
 CO0878
 CO0878                          STATION RECOVERY (1968)
 CO0878
 CO0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0878'4.0 MI W FROM PELAHATCHIE.
 CO0878'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0878'PELAHATCHIE, 62 YARDS WEST AND ACROSS A PAVED ROAD FROM A CEMETERY, 49
 CO0878'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 119 FEET WEST OF THE
 CO0878'CENTERLINE OF THE PAVED ROAD, 106 1/2 FEET NORTH OF THE NORTH CORNER
 CO0878'OF A FRAME HOUSE, 25 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 CO0878'MARKER, 28 FEET SOUTHWEST OF UNDERGROUND TELEPHONE CABLE MARKER NUMBER
 CO0878'B 44, 96.88 FEET SOUTHWEST OF GULDE RM 1, 75.23 FEET NORTHEAST OF
 CO0878'GULDE RM 2, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0878'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 CO0878'OF THE GROUND.  SEC 2, T 5N, R 4E.
 CO0878
 CO0878                          STATION RECOVERY (1977)
 CO0878
 CO0878'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO0878'THE STATION WAS VISITED 3-23-77 AND THE STATION MARK, RM NO 1, AND
 CO0878'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM NO 2 WAS FOUND
 CO0878'TO BE SCORED MARKING THE STAMPING HARD TO READ.  THE AZIMUTH MARK
 CO0878'IS VISIBLE FROM THE STATION.
 CO0878'
 CO0878'THE STATION IS LOCATED 3.7 MILES WEST OF PELAHATCHIE IN THE SOUTHWEST
 CO0878'ANGLE OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO GULDE SIDING
 CO0878'AND U.S. HIGHWAY 80, 7.5 MILES EAST OF BRANDON, 0.35 MILE NORTH OF
 CO0878'THE GULDE SIDING ABOUT 62 YARDS WEST AND ACROSS THE BLACK TOP
 CO0878'ROAD FROM A CEMETERY IN THE NORTHWEST 1/4 OF SECTION 2, T 5N, R
 CO0878'4E.  IT IS 123 FEET WEST OF THE CENTER OF A BLACK TOP ROAD,
 CO0878'106.5 FEET NORTH OF THE NORTH CORNER OF A FRAME HOUSE, 131.5 FEET
 CO0878'SOUTH-SOUTHWEST OF THE CENTENARY COLLEGE HISTORICAL MONUMENT, 90
 CO0878'FEET WEST OF A POWER POLE, 51.5 FEET SOUTHEAST OF THE CENTER OF
 CO0878'HIGHWAY 80, 26.5 FEET SOUTHWEST OF A TELEPHONE POLE, 24.5 FEET
 CO0878'SOUTHWEST OF A RIGHT OF WAY MARKER, 5 FEET SOUTHEAST OF THE CENTER
 CO0878'OF A DRIVEWAY, 1.5 FEET NORTHWEST OF A METAL WITNESS POST ABOUT 5
 CO0878'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CO0878'
 CO0878'IT IS A TRIANGULATION DISK, STAMPED GULDE 1945.
 CO0878'
 CO0878'REFERENCE MARK NO 1 IS 96.88 FEET NORTHEAST OF THE STATION.  IT IS
 CO0878'97.5 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 CO0878'WIRE, 70 FEET NORTHEAST OF A TELEPHONE POLE, 72 FEET NORTHEAST OF
 CO0878'A RIGHT OF WAY MARKER, 52 FEET NORTHWEST OF A POWER POLE, 49 FEET
 CO0878'WEST OF THE CENTER OF A BLACK TOP ROAD, 53 FEET SOUTHEAST OF THE
 CO0878'CENTER OF HIGHWAY 80, 40 FEET SOUTH OF THE CENTENARY COLLEGE
 CO0878'HISTORICAL MONUMENT, 3.5 FEET NORTHWEST OF A 10 INCH PINE, 1
 CO0878'FOOT SOUTHEAST OF A METAL WITNESS POST ABOUT 3 FEET ABOVE THE
 CO0878'LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK
 CO0878'DISK, STAMPED GULDE 1945 NO 1.
 CO0878'
 CO0878'REFERENCE MARK NO 2 IS 75.23 FEET SOUTH-SOUTHWEST OF THE STATION.  IT
 CO0878'IS 99.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 80, 132 FEET WEST OF
 CO0878'THE CENTER OF A BLACK TOP ROAD, 96.5 FEET SOUTH OF A TELEPHONE
 CO0878'POLE, 94.5 FEET SOUTH OF A RIGHT OF WAY MARKER, 41 FEET EAST OF THE
 CO0878'NORTH CORNER OF A FRAME HOUSE, 25 FEET NORTH OF THE NORTH CORNER
 CO0878'OF A CYCLONE FENCE, 17 FEET NORTHWEST OF THE SOUTHWEST ONE OF
 CO0878'TWO 24 INCH OAKS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CO0878'PROJECTS 5 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED GULDE
 CO0878'1945 NO 2.
 CO0878'
 CO0878'THE AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT IS 69 FEET
 CO0878'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A SMALL FRAME HOUSE, 46.5
 CO0878'FEET NORTHWEST OF THE CENTER OF HIGHWAY 80, 39 FEET SOUTHWEST OF A
 CO0878'12 INCH ELM, 25.5 FEET SOUTHEAST OF A 10 INCH OAK, 6 FEET NORTHEAST
 CO0878'OF A POWER POLE WITH A TRANSFORMER, 1.5 FEET SOUTHEAST OF A
 CO0878'METAL WITNESS POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CO0878'PROJECTS 7 INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED GULDE
 CO0878'1945.
 CO0878'
 CO0878'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 43 AND
 CO0878'U.S. HIGHWAY 80 AT THE WEST EDGE OF PELAHATCHIE GO WEST ON U.S.
 CO0878'80 FOR 3.65 MILES TO A SIDE ROAD AND THE STATION ON THE LEFT.
 CO0878'CONTINUE SOUTHWEST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO THE AZIMUTH
 CO0878'ON THE RIGHT.
 CO0878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 CO0878'WEST OF PELAHATCHIE.
 CO0878
 CO0878                          STATION RECOVERY (1977)
 CO0878
 CO0878'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0878'THE MARK IS LOCATED 3.7 MILES WEST OF PELAHATCHIE IN THE SOUTHWEST
 CO0878'ANGLE OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO GULDE SIDING AND
 CO0878'U.S HIGHWAY 80,7.5 MILES EAST OF BRANDON, 0.35 MILE NORTH OF THE
 CO0878'GULDE SIDING ABOUT 62 YARDS WEST AND ACROSS THE BLACK TOP ROAD FROM A
 CO0878'CEMETERY IN THE NORTHWEST 1/4 OF SECTION 2, T 5 N, R 4 E. IT IS 131.5
 CO0878'FEET SOUTH-SOUTHWEST OF THE CENTENARY COLLEGE HISTORICAL MONUMENT,
 CO0878'123 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 106.5 FEET NORTH OF
 CO0878'THE NORTH CORNER OF A FRAME HOUSE, 90 FEET WEST OF A POWER POLE, 51.5
 CO0878'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 80, 26.5 FEET SOUTHWEST OF A
 CO0878'TELEPHONE POLE, 24.5 FEET SOUTHWEST OF A RIGHT OF WAY MARKER, 5 FEET
 CO0878'SOUTHEAST OF THE CENTER OF A DRIVEWAY , 1.5 FEET NORTHWEST OF A METAL
 CO0878'WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 5 FEET
 CO0878'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH
 CO0878'FROM THE INTERSECTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY 80 AT THE
 CO0878'WEST EDGE OF PELAHATCHIE GO WEST ON U.S. HIGHWAY 80 FOR 3.65 MILES TO
 CO0878'A SIDE ROAD AND THE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0876 ***********************************************************************
 CO0876  DESIGNATION -  GULDE AZ MK
 CO0876  PID         -  CO0876
 CO0876  STATE/COUNTY-  MS/RANKIN
 CO0876  USGS QUAD   -  PELAHATCHIE (1982)
 CO0876
 CO0876                         *CURRENT SURVEY CONTROL
 CO0876  ___________________________________________________________________
 CO0876* NAD 83(1986)-  32 18 07.     (N)    089 52 03.     (W)     SCALED    
 CO0876* NAVD 88     -       115.888  (meters)     380.21   (feet)  ADJUSTED  
 CO0876  ___________________________________________________________________
 CO0876  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CO0876  DYNAMIC HT  -         115.753 (meters)     379.77  (feet)  COMP
 CO0876  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CO0876
 CO0876  VERT ORDER  -  FIRST     CLASS I
 CO0876
 CO0876.The horizontal coordinates were scaled from a topographic map and have
 CO0876.an estimated accuracy of +/- 6 seconds.
 CO0876
 CO0876.The orthometric height was determined by differential leveling
 CO0876.and adjusted in June 1991.
 CO0876
 CO0876.The geoid height was determined by GEOID03.
 CO0876
 CO0876.The dynamic height is computed by dividing the NAVD 88
 CO0876.geopotential number by the normal gravity value computed on the
 CO0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0876.degrees latitude (g = 980.6199 gals.).
 CO0876
 CO0876.The modeled gravity was interpolated from observed gravity values.
 CO0876
 CO0876;                    North         East    Units  Estimated Accuracy
 CO0876;SPC MS W     -   310,730.      743,870.      MT  (+/- 180 meters Scaled)
 CO0876
 CO0876                          SUPERSEDED SURVEY CONTROL
 CO0876
 CO0876  NGVD 29 (??/??/??)  115.889  (m)          380.21   (f) ADJUSTED    1 1
 CO0876
 CO0876.Superseded values are not recommended for survey control.
 CO0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0876.See file dsdata.txt to determine how the superseded data were derived.
 CO0876
 CO0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA299775(NAD 83)
 CO0876_MARKER: DZ = AZIMUTH MARK DISK
 CO0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0876_STAMPING: GULDE 1945
 CO0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0876+STABILITY: SURFACE MOTION
 CO0876
 CO0876  HISTORY     - Date     Condition        Report By
 CO0876  HISTORY     - 1945     MONUMENTED       CGS
 CO0876  HISTORY     - 1968     GOOD             NGS
 CO0876  HISTORY     - 1977     GOOD             MSHD
 CO0876
 CO0876                          STATION DESCRIPTION
 CO0876
 CO0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0876'4.4 MI W FROM PELAHATCHIE.
 CO0876'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0876'PELAHATCHIE, OR ABOUT 7.65 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE
 CO0876'RANKIN COUNTY COURTHOUSE AT BRANDON, 1 1/2 POWER POLES SOUTHWEST OF 2
 CO0876'TRANSFORMERS ENCLOSED IN A CHAIN LINK FENCE, 48 FEET NORTHWEST OF THE
 CO0876'CENTERLINE OF THE HIGHWAY, 39 1/2 FEET SOUTH OF A 14-INCH ELM TREE, 35
 CO0876'1/2 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 6 FEET NORTHEAST OF A POWER
 CO0876'POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 CO0876'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0876'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 3, T 5N, R 4E.
 CO0876
 CO0876                          STATION RECOVERY (1977)
 CO0876
 CO0876'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0876'THE MARK IS LOCATED 4.1 MILES WEST OF PELAHATCHIES ON THE NORTHWEST
 CO0876'RIGHT OF WAY OF U.S. HIGHWAY 80, 7.1 MILES EAST OF BRANDON NEAR THE
 CO0876'CENTER OF THE WEST SIDE OF SECTION 2, T 5 N, R 4 E. IT IS 69 FEET
 CO0876'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A SMALL FRAME HOUSE, 46.5 FEET
 CO0876'NORTHWEST OF THE CENTER OF HIGHWAY 80, 39 FEET SOUTHWEST OF A 12 INCH
 CO0876'ELM, 25.5 FEET SOUTHEAST OF A 10 INCH OAK, 6 FEET NORTHEAST OF A
 CO0876'POWER POLE WITH A TRANSFORMER, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 CO0876'POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 4 FEET THE LEVEL
 CO0876'OF THE HIGHWAY AND PROJECTS 5 INCHES. TO REACH FROM THE INTERSECTION
 CO0876'OF U.S. HIGHWAY 80 AND STATE HIGHWAY 43 AT THE WEST EDGE OF
 CO0876'PELAHATCHIE GO WEST ON U.S. HIGHWAY 80 FOR 3.65 MILES TO A SIDE ROAD
 CO0876'LEFT. CONTINUE SOUTHWEST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO THE MARK
 CO0876'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0881 ***********************************************************************
 CO0881  DESIGNATION -  GULDE RM 1
 CO0881  PID         -  CO0881
 CO0881  STATE/COUNTY-  MS/RANKIN
 CO0881  USGS QUAD   -  PELAHATCHIE (1982)
 CO0881
 CO0881                         *CURRENT SURVEY CONTROL
 CO0881  ___________________________________________________________________
 CO0881* NAD 83(1986)-  32 18 18.     (N)    089 51 41.     (W)     SCALED    
 CO0881* NAVD 88     -       121.225  (meters)     397.72   (feet)  ADJUSTED  
 CO0881  ___________________________________________________________________
 CO0881  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CO0881  DYNAMIC HT  -         121.084 (meters)     397.26  (feet)  COMP
 CO0881  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CO0881
 CO0881  VERT ORDER  -  FIRST     CLASS I
 CO0881
 CO0881.The horizontal coordinates were scaled from a topographic map and have
 CO0881.an estimated accuracy of +/- 6 seconds.
 CO0881
 CO0881.The orthometric height was determined by differential leveling
 CO0881.and adjusted in June 1991.
 CO0881
 CO0881.The geoid height was determined by GEOID03.
 CO0881
 CO0881.The dynamic height is computed by dividing the NAVD 88
 CO0881.geopotential number by the normal gravity value computed on the
 CO0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0881.degrees latitude (g = 980.6199 gals.).
 CO0881
 CO0881.The modeled gravity was interpolated from observed gravity values.
 CO0881
 CO0881;                    North         East    Units  Estimated Accuracy
 CO0881;SPC MS W     -   311,070.      744,450.      MT  (+/- 180 meters Scaled)
 CO0881
 CO0881                          SUPERSEDED SURVEY CONTROL
 CO0881
 CO0881  NGVD 29 (??/??/??)  121.225  (m)          397.72   (f) ADJUSTED    1 1
 CO0881
 CO0881.Superseded values are not recommended for survey control.
 CO0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0881.See file dsdata.txt to determine how the superseded data were derived.
 CO0881
 CO0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA305778(NAD 83)
 CO0881_MARKER: DR = REFERENCE MARK DISK
 CO0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0881_STAMPING: GULDE NO 1 1945
 CO0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0881+STABILITY: SURFACE MOTION
 CO0881
 CO0881  HISTORY     - Date     Condition        Report By
 CO0881  HISTORY     - 1945     MONUMENTED       CGS
 CO0881  HISTORY     - 1968     GOOD             NGS
 CO0881  HISTORY     - 1977     GOOD             MSHD
 CO0881
 CO0881                          STATION DESCRIPTION
 CO0881
 CO0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0881'4.0 MI W FROM PELAHATCHIE.
 CO0881'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0881'PELAHATCHIE, 30 YARDS WEST AND ACROSS A PAVED ROAD FROM A CEMETERY, 47
 CO0881'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52 FEET WEST OF THE
 CO0881'CENTERLINE OF THE PAVED ROAD, 16 FEET NORTH OF THE CENTERLINE OF A
 CO0881'PRIVATE DRIVEWAY, 52 FEET NORTH OF A POWER POLE, 4 FEET NORTHWEST OF A
 CO0881'10-INCH PINE TREE, 96.88 FEET NORTHEAST OF TRIANGULATION STATION GULDE
 CO0881'1945, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 CO0881'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0881'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 2, T 5N, R 4E.
 CO0881
 CO0881                          STATION RECOVERY (1977)
 CO0881
 CO0881'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0881'THE MARK IS LOCATED 3.7 MILES WEST OF PELAHATCHIE IN THE SOUTHWEST
 CO0881'ANGLE OF THE JUNCTION OF A BLACK TOP ROAD LEADING TO GULDE SIDING AND
 CO0881'U.S. HIGHWAY 80, 7.5 MILES EAST OF BRANDON, 0.35 MILE NORTH OF THE
 CO0881'GULDE SIDING ABOUT 30 YARDS WEST AND ACROSS THE BLACK TOP ROAD FROM A
 CO0881'CEMETERY IN THE NORTHWEST 1/4 OF SECTION 2, T 5 N, R 4 E.IT IS 96.88
 CO0881'FEET NORTHEAST OF THE STATION, 97.5 FEET SOUTHEAST OF A POWER POLE
 CO0881'WITH A TRANSFORMER AND A GUY WIRE, 72 FEET NORTHEAST OF A RIGHT OF
 CO0881'WAY MARKER, 70 FEET NORTHEAST OF A TELEPHONE POLE, 53 FEET SOUTHEAST
 CO0881'OF THE CENTER OF HIGHWAY 80, 49 FEET WEST OF THE CENTER OF A BLACK
 CO0881'TOP ROAD, 40 FEET SOUTH OF THE CENTENARY COLLEGE HISTORICAL MONUMENT,
 CO0881'3.5 FEET NORTHWEST OF A 10 INCH PINE, 1 FOOT SOUTH OF A METAL WITNESS
 CO0881'POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 3 FEET ABOVE THE
 CO0881'LEVEL OF THE HIGHWAY AND PROJECT 4 INCHES. TO REACH FROM THE
 CO0881'INTERSECTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY 80 AT THE WEST EDGE
 CO0881'OF PELAHATCHIE GO WEST ON U.S HIGHWAY 80 FOR 3.65 MILES TO A SIDE
 CO0881'ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0877 ***********************************************************************
 CO0877  DESIGNATION -  GULDE RM 2
 CO0877  PID         -  CO0877
 CO0877  STATE/COUNTY-  MS/RANKIN
 CO0877  USGS QUAD   -  PELAHATCHIE (1982)
 CO0877
 CO0877                         *CURRENT SURVEY CONTROL
 CO0877  ___________________________________________________________________
 CO0877* NAD 83(1986)-  32 18 18.     (N)    089 51 41.     (W)     SCALED    
 CO0877* NAVD 88     -       121.254  (meters)     397.81   (feet)  ADJUSTED  
 CO0877  ___________________________________________________________________
 CO0877  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CO0877  DYNAMIC HT  -         121.112 (meters)     397.35  (feet)  COMP
 CO0877  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CO0877
 CO0877  VERT ORDER  -  FIRST     CLASS I
 CO0877
 CO0877.The horizontal coordinates were scaled from a topographic map and have
 CO0877.an estimated accuracy of +/- 6 seconds.
 CO0877
 CO0877.The orthometric height was determined by differential leveling
 CO0877.and adjusted in June 1991.
 CO0877
 CO0877.The geoid height was determined by GEOID03.
 CO0877
 CO0877.The dynamic height is computed by dividing the NAVD 88
 CO0877.geopotential number by the normal gravity value computed on the
 CO0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0877.degrees latitude (g = 980.6199 gals.).
 CO0877
 CO0877.The modeled gravity was interpolated from observed gravity values.
 CO0877
 CO0877;                    North         East    Units  Estimated Accuracy
 CO0877;SPC MS W     -   311,070.      744,450.      MT  (+/- 180 meters Scaled)
 CO0877
 CO0877                          SUPERSEDED SURVEY CONTROL
 CO0877
 CO0877  NGVD 29 (??/??/??)  121.254  (m)          397.81   (f) ADJUSTED    1 1
 CO0877
 CO0877.Superseded values are not recommended for survey control.
 CO0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0877.See file dsdata.txt to determine how the superseded data were derived.
 CO0877
 CO0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA305778(NAD 83)
 CO0877_MARKER: DR = REFERENCE MARK DISK
 CO0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0877_STAMPING: GULDE NO 2 1945
 CO0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0877+STABILITY: SURFACE MOTION
 CO0877
 CO0877  HISTORY     - Date     Condition        Report By
 CO0877  HISTORY     - 1945     MONUMENTED       CGS
 CO0877  HISTORY     - 1968     GOOD             NGS
 CO0877  HISTORY     - 1977     GOOD             MSHD
 CO0877
 CO0877                          STATION DESCRIPTION
 CO0877
 CO0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0877'4.0 MI W FROM PELAHATCHIE.
 CO0877'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0877'PELAHATCHIE, 80 YARDS WEST AND ACROSS A PAVED ROAD FROM A CEMETERY,
 CO0877'100 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40 1/2 FEET
 CO0877'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 17 FEET NORTH OF
 CO0877'THE MORE NORTHWESTERLY OF 2 18-INCH OAK TREES, 75.23 FEET SOUTHWEST OF
 CO0877'TRIANGULATION STATION GULDE 1945, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 CO0877'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 CO0877'ABOVE THE SURFACE OF THE GROUND.  SEC 2, T 5N, R 4E.
 CO0877
 CO0877                          STATION RECOVERY (1977)
 CO0877
 CO0877'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0877'THE MARK IS LOCATED 3.7 MILES WEST OF PELAHATCHIE ON THE LAWN OF A
 CO0877'FRAME HOUSE, 7.5 MILES EAST OF BRANDON, 0.35 MILE NORTH OF THE GULDE
 CO0877'SIDING, 80 YARDS WEST AND ACROSS A BLACK TOP ROAD FROM A CEMETERY IN
 CO0877'THE NORTHWEST 1/4 OF SECTION 2, T 5 N, R 4 E. IT IS 75.23 FEET
 CO0877'SOUTH-SOUTHWEST OF THE STATION, 132 FEET WEST OF THE CENTER OF A
 CO0877'BLACK TOP ROAD, 99.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 80, 96.5
 CO0877'FEET SOUTH OF A TELEPHONE POLE, 94.5 FEET SOUTH OF A RIGHT OF WAY
 CO0877'MARKER, 41 FEET EAST OF THE NORTH CORNER OF A FRAME HOUSE, 25 FEET
 CO0877'NORTH OF THE NORTH CORNER OF A CYCLONE FENCE, 17 FEET NORTHWEST OF
 CO0877'THE SOUTHWEST ONE OF TWO 24 INCH OAKS SET IN THE TOP OF A SQUARE
 CO0877'CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 CO0877'PROJECTS 5 INCHES. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 43
 CO0877'AND U.S. HIGHWAY 80 AT THE WEST EDGE OF PELAHATCHIE GO WEST ON U.S
 CO0877'HIGHWAY 80 FOR 3.65 MILES TO A SIDE ROAD AND THE STATION ON THE LEFT
 CO0877'JUST BEYOND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1841 ***********************************************************************
 DK1841  DESIGNATION -  GULF
 DK1841  PID         -  DK1841
 DK1841  STATE/COUNTY-  MS/HUMPHREYS
 DK1841  USGS QUAD   -  INVERNESS (1965)
 DK1841
 DK1841                         *CURRENT SURVEY CONTROL
 DK1841  ___________________________________________________________________
 DK1841* NAD 83(1993)-  33 18 59.14195(N)    090 31 42.90990(W)     ADJUSTED  
 DK1841* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 DK1841  ___________________________________________________________________
 DK1841  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DK1841  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1841  HORZ ORDER  -  SECOND
 DK1841
 DK1841.The horizontal coordinates were established by classical geodetic methods
 DK1841.and adjusted by the National Geodetic Survey in May 1994.
 DK1841
 DK1841.The orthometric height was scaled from a topographic map.
 DK1841
 DK1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1841
 DK1841.The geoid height was determined by GEOID03.
 DK1841
 DK1841;                    North         East     Units Scale Factor Converg.
 DK1841;SPC MS W     -   423,148.828   681,819.310   MT  0.99995407   -0 06 26.1
 DK1841;SPC MS W     - 1,388,280.78  2,236,935.52   sFT  0.99995407   -0 06 26.1
 DK1841;UTM  15      - 3,689,093.549   730,070.084   MT  1.00025265   +1 21 29.0
 DK1841
 DK1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1841!SPC MS W     -   0.99999884  x   0.99995407  =   0.99995291
 DK1841!UTM  15      -   0.99999884  x   1.00025265  =   1.00025149
 DK1841
 DK1841:                Primary Azimuth Mark                     Grid Az
 DK1841:SPC MS W     -  GULF INTERST GAS KKM 543 MAST            167 51 58.1
 DK1841:UTM  15      -  GULF INTERST GAS KKM 543 MAST            166 24 03.0
 DK1841
 DK1841|---------------------------------------------------------------------|
 DK1841| PID    Reference Object                     Distance      Geod. Az  |
 DK1841|                                                           dddmmss.s |
 DK1841| DK1843 GULF INTERST GAS KKM 543 MAST       APPROX. 0.6 KM 1674532.0 |
 DK1841| DK1844 ISOLA MUNICIPAL TANK                APPROX. 8.7 KM 2242004.2 |
 DK1841| CY6161 GULF RM 1                            30.541 METERS 23330     |
 DK1841| CY6160 GULF AZ MK                                         2911640.1 |
 DK1841| DK1840 INVERNESS FED COMPRESS CO S TK      APPROX. 7.7 KM 3091057.0 |
 DK1841| CY6163 GULF RM 3                            20.848 METERS 31443     |
 DK1841| CY6162 GULF RM 2                            48.140 METERS 31902     |
 DK1841|---------------------------------------------------------------------|
 DK1841
 DK1841                          SUPERSEDED SURVEY CONTROL
 DK1841
 DK1841  NAD 83(1986)-  33 18 59.15321(N)    090 31 42.90603(W) AD(       ) 2
 DK1841  NAD 27      -  33 18 58.71510(N)    090 31 42.58840(W) AD(       ) 2
 DK1841
 DK1841.Superseded values are not recommended for survey control.
 DK1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1841.See file dsdata.txt to determine how the superseded data were derived.
 DK1841
 DK1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3007089094(NAD 83)
 DK1841_MARKER: DS = TRIANGULATION STATION DISK
 DK1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1841
 DK1841  HISTORY     - Date     Condition        Report By
 DK1841  HISTORY     - 1957     MONUMENTED       CGS
 DK1841  HISTORY     - 1974     GOOD             NGS
 DK1841
 DK1841                          STATION DESCRIPTION
 DK1841
 DK1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1841'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF
 DK1841'BELZONI AND ABOUT 4-1/2 MILES SOUTHEAST OF INVERNESS, IN THE
 DK1841'SOUTHEAST ANGLE OF THE INTERSECTION OF A GRAVELED ROAD AND
 DK1841'ROAD LEADING TO THE GULF INTERSTATE GAS COMPANY PUMPING STATION,
 DK1841'ON PROPERTY OWNED BY THE GULF INTERSTATE GAS COMPANY.  IT IS
 DK1841'131 FEET SOUTHEAST OF THE ROAD INTERSECTION, 96 FEET SOUTHEAST
 DK1841'OF AN IRON SIGN POST AND CATTLE GUARD, AND 39 FEET EAST OF
 DK1841'THE CENTERLINE OF THE ROAD LEADING TO THE PUMPING STATION.
 DK1841'THE MARK IS FLUSH WITH THE GROUND SURFACE, AND THE DISK IS
 DK1841'STAMPED GULF 1957.
 DK1841'
 DK1841'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN INVERNESS, AT
 DK1841'THE NORTHWEST CORNER OF THE SCHOOL GROUNDS, GO SOUTH ON
 DK1841'U.S. HIGHWAY 49W FOR 1.6 MILES TO A GRAVELED ROAD ON THE LEFT.
 DK1841'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 3.2 MILES TO THE
 DK1841'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.45
 DK1841'MILE TO THE STATION ON THE RIGHT.
 DK1841'
 DK1841'REFERENCE MARK 1 IS 42 FEET WEST OF THE CENTERLINE OF THE ROAD
 DK1841'LEADING TO THE PUMPING STATION, AND 18 FEET SOUTH OF A SMALL
 DK1841'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GULF NO 1
 DK1841'1957.
 DK1841'
 DK1841'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 DK1841'GRAVELED ROAD, 65 FEET WEST OF THE ROAD INTERSECTION, 20
 DK1841'FEET NORTH OF A POWER LINE POLE, AND 2 FEET EAST OF A FENCE
 DK1841'CORNER AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 DK1841'DISK IS STAMPED GULF NO 2 1957.
 DK1841'
 DK1841'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE
 DK1841'GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE, AND 3 FEET EAST OF
 DK1841'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 DK1841'DISK IS STAMPED GULF 1957.
 DK1841'
 DK1841'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1841
 DK1841                          STATION RECOVERY (1974)
 DK1841
 DK1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1841'THE STATION WAS VISITED 3-28-74 AND THE STATION MARK AND REFERENCE
 DK1841'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND
 DK1841'THE AZIMUTH MARK WERE NOT FOUND AT THIS DATE.  REFERENCE MARK NO. 3
 DK1841'WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK1841'
 DK1841'THE STATION IS LOCATED 9.2 MILES NNW OF BELZONI, 4.6 MILES SE OF
 DK1841'INVERNESS AND 5.2 MILES NORTHEAST OF ISOLA, IN THE SW 1/4 OF THE SE
 DK1841'1/4 OF SEC 17, T 17N, R 3W, AT THE SOUTHEAST ANGLE OF A BLACKTOP
 DK1841'ROAD AND A CONCRETE DRIVEWAY LEADING SOUTH TO THE COLUMBIA GULF
 DK1841'PUMPING STATION.  IT IS 103 FEET SSW OF THE CENTER OF THE
 DK1841'CONCRETE DRIVE, 129 FEET SE OF THE CENTER OF THE JUNCTION OF THE
 DK1841'CONCRETE DRIVE AND THE BLACK TOP ROAD, 147.5 FEET SE OF A
 DK1841'UTILITY POLE, 85.5 FEET ENE OF A LONE 12-INCH OAK TREE, 87 FEET SE
 DK1841'OF THE COLUMBIA GULF SIGN, ON LINE WITH A ROW OF OAK TREES TO THE
 DK1841'SOUTH AND ON THE EAST SIDE OF THE CONCRETE DRIVE.  IT IS A
 DK1841'TRIANGULATION STATION DISK STAMPED GULF 1957, 4 INCHES BELOW
 DK1841'THE SURFACE OF THE GROUND.
 DK1841'
 DK1841'REFERENCE MARK NO. 1 IS 100.20 FEET SOUTHWEST OF THE STATION, 186
 DK1841'FEET SSW OF THE CENTER OF THE BLACK TOP ROAD, 41.5 FEET WEST OF THE
 DK1841'CENTER OF THE CONCRETE SLAB, 162 FEET SE OF A UTILITY POLE WITH A
 DK1841'GUY WIRE, 47 FEET EAST OF A FENCE, 19.5 FEET SOUTH OF A 12-INCH OAK
 DK1841'TREE, AND 3 FEET WEST OF A ROW OF OAK TREES TO THE SOUTH.  IT IS A
 DK1841'REFERENCE MARK DISK STAMPED GULF NO 1 1957, FLUSH WITH THE
 DK1841'GROUND.
 DK1841'
 DK1841'REFERENCE MARK NO. 3 IS 68.40 FEET NORTHWEST OF THE STATION, 9 FEET
 DK1841'WEST OF THE CENTER OF THE CONCRETE DRIVE LEADING SOUTH, 76 FEET
 DK1841'SOUTH OF THE INTERSECTION OF THE CENTERLINE OF THE CONCRETE DRIVE
 DK1841'AND THE BLACK TOP ROAD, 32 FEET SOUTH OF A ROW OF POLES, AND 1
 DK1841'FOOT EAST OF THE WEST EDGE OF THE PAVEMENT.  IT IS AN NGS
 DK1841'REFERENCE MARK DISK STAMPED GULF NO 3 1957 1974, SET FLUSH
 DK1841'IN A DRILL HOLE IN THE CONCRETE PAVEMENT.
 DK1841'
 DK1841'TO REACH THE STATION FROM THE POST OFFICE IN INVERNESS GO EAST ON
 DK1841'THIRD STREET FOR 0.1 MILE TO ITS INTERSECTION WITH U.S. HIGHWAY 49W,
 DK1841'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 49W FOR 1.75 MILE TO A SIDE
 DK1841'ROAD LEFT, TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 3.8 MILES
 DK1841'TO A CONCRETE ROAD LEADING SOUTH AND THE STATION ON THE RIGHT.
 DK1841'
 DK1841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES SE OF
 DK1841'INVERNESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2602 ***********************************************************************
 BH2602  DESIGNATION -  GULF
 BH2602  PID         -  BH2602
 BH2602  STATE/COUNTY-  MS/HARRISON
 BH2602  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2602
 BH2602                         *CURRENT SURVEY CONTROL
 BH2602  ___________________________________________________________________
 BH2602* NAD 83(1993)-  30 22 02.50652(N)    089 05 06.62568(W)     ADJUSTED  
 BH2602* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BH2602  ___________________________________________________________________
 BH2602  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BH2602  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BH2602  HORZ ORDER  -  THIRD
 BH2602
 BH2602.The horizontal coordinates were established by classical geodetic methods
 BH2602.and adjusted by the National Geodetic Survey in May 1994.
 BH2602
 BH2602.The orthometric height was scaled from a topographic map.
 BH2602
 BH2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2602
 BH2602.The geoid height was determined by GEOID03.
 BH2602
 BH2602;                    North         East     Units Scale Factor Converg.
 BH2602;SPC MS E     -    96,170.428   275,792.019   MT  0.99995723   -0 07 38.3
 BH2602;SPC MS E     -   315,519.15    904,827.65   sFT  0.99995723   -0 07 38.3
 BH2602;UTM  16      - 3,361,337.181   299,612.880   MT  1.00009541   -1 03 16.2
 BH2602
 BH2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2602!SPC MS E     -   1.00000346  x   0.99995723  =   0.99996069
 BH2602!UTM  16      -   1.00000346  x   1.00009541  =   1.00009887
 BH2602
 BH2602:                Primary Azimuth Mark                     Grid Az
 BH2602:SPC MS E     -  WHARF 2                                  179 54 09.4
 BH2602:UTM  16      -  WHARF 2                                  180 49 47.3
 BH2602
 BH2602|---------------------------------------------------------------------|
 BH2602| PID    Reference Object                     Distance      Geod. Az  |
 BH2602|                                                           dddmmss.s |
 BH2602| BH2601 WHARF 2                             APPROX. 1.5 KM 1794631.1 |
 BH2602|---------------------------------------------------------------------|
 BH2602
 BH2602                          SUPERSEDED SURVEY CONTROL
 BH2602
 BH2602  NAD 83(1986)-  30 22 02.52302(N)    089 05 06.61722(W) AD(       ) 3
 BH2602
 BH2602.Superseded values are not recommended for survey control.
 BH2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2602.See file dsdata.txt to determine how the superseded data were derived.
 BH2602
 BH2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9961361337(NAD 83)
 BH2602_MARKER: DS = TRIANGULATION STATION DISK
 BH2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2602
 BH2602  HISTORY     - Date     Condition        Report By
 BH2602  HISTORY     - 1966     MONUMENTED       CGS
 BH2602
 BH2602                          STATION DESCRIPTION
 BH2602
 BH2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AJP)
 BH2602'THE STATION IS A STANDARD DISC STAMPED GULF, 1966, SET IN A CONCRETE
 BH2602'MONUMENT FLUSH WITH THE GROUND.  SE OF THE INTERSECTION OF 20TH
 BH2602'AVE. AND US 90.  288 FT. SSE OF A METAL POLE SUSPENDING THE TRAFFIC
 BH2602'LIGHT.  264.5 FT. E OF THE SIXTH DRAIN ON THE E SIDE OF 20TH AVE.
 BH2602'S OF US 90.  APPROXIMATELY 100 FT. FROM THE MHW LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1843 ***********************************************************************
 DK1843  DESIGNATION -  GULF INTERST GAS KKM 543 MAST
 DK1843  PID         -  DK1843
 DK1843  STATE/COUNTY-  MS/HUMPHREYS
 DK1843  USGS QUAD   -  INVERNESS (1965)
 DK1843
 DK1843                         *CURRENT SURVEY CONTROL
 DK1843  ___________________________________________________________________
 DK1843* NAD 83(1993)-  33 18 41.17277(N)    090 31 38.26671(W)     ADJUSTED  
 DK1843* NAVD 88     -              **(meters)            **(feet)            
 DK1843  ___________________________________________________________________
 DK1843  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DK1843  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK1843  HORZ ORDER  -  THIRD
 DK1843
 DK1843.The horizontal coordinates were established by classical geodetic methods
 DK1843.and adjusted by the National Geodetic Survey in May 1994.
 DK1843
 DK1843
 DK1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1843
 DK1843.The geoid height was determined by GEOID03.
 DK1843
 DK1843;                    North         East     Units Scale Factor Converg.
 DK1843;SPC MS W     -   422,595.029   681,938.377   MT  0.99995402   -0 06 23.5
 DK1843;SPC MS W     - 1,386,463.86  2,237,326.16   sFT  0.99995402   -0 06 23.5
 DK1843;UTM  15      - 3,688,542.812   730,203.312   MT  1.00025341   +1 21 30.9
 DK1843
 DK1843                          SUPERSEDED SURVEY CONTROL
 DK1843
 DK1843  NAD 83(1986)-  33 18 41.18403(N)    090 31 38.26288(W) AD(       ) 4
 DK1843  NAD 27      -  33 18 40.74200(N)    090 31 37.94500(W) AD(       ) 3
 DK1843
 DK1843.Superseded values are not recommended for survey control.
 DK1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1843.See file dsdata.txt to determine how the superseded data were derived.
 DK1843
 DK1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS3020388543(NAD 83)
 DK1843_MARKER: 42 = RADIO/TV MAST
 DK1843
 DK1843  HISTORY     - Date     Condition        Report By
 DK1843  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1843  HISTORY     - 1972     SEE DESCRIPTION  MSHD
 DK1843
 DK1843                          STATION DESCRIPTION
 DK1843
 DK1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1843'THE STATION IS THE CENTER OF THE TOP OF THE GULF INTERSTATE
 DK1843'GAS COMPANY RADIO MAST LOCATED AT THE DISTRICT 3, SECTION 7
 DK1843'COMPRESSOR STATION ABOUT 9 MILES SOUTH OF MOORHEAD AND ABOUT
 DK1843'4-1/2 MILES SOUTHEAST OF INVERNESS.  IT IS A UNIFORM
 DK1843'CROSS-SECTION STEEL MAST SUPPORTED BY GUY WIRES AND PAINTED IN
 DK1843'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE HEIGHT IS 300
 DK1843'FEET.
 DK1843'
 DK1843'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTHWEST
 DK1843'CORNER OF THE SCHOOL GROUNDS IN INVERNESS, GO SOUTH ON U.S.
 DK1843'HIGHWAY 49 W FOR 1.6 MILES TO A GRAVELED ROAD LEFT.  TURN
 DK1843'LEFT AND GO SOUTHEAST AND EAST ON THE GRAVELED ROAD FOR 3.65
 DK1843'MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 DK1843'GRAVELED ROAD FOR 0.3 MILE TO THE BUILDINGS OF THE COMPRESSOR
 DK1843'STATION ON THE LEFT AND THE MAST SOUTH OF THE BUILDINGS.
 DK1843
 DK1843                          STATION RECOVERY (1972)
 DK1843
 DK1843'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1843'THE STATION WAS VISITED 12-14-72 AND WAS FOUND IN GOOD CONDITION.
 DK1843'
 DK1843'THE STATION IS LOCATED 4.5 MILES SE ON INVERNESS, 9.5 MILES NW OF
 DK1843'BELZONI, 9 MILES SOUTH OF MOORHEAD ABOUT 150 YARDS SOUTH OF THE GULF
 DK1843'INTERSTATE GAS CO.  INVERNESS SECTION 7 COMPRESSION STATION
 DK1843'BUILDING.  IT IS A UNIFORM CROSS-SECTION STEEL MAST SUPPORTED BY
 DK1843'GUY WIRES PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS
 DK1843'ABOUT 300 FEET HIGH.  THE TOP CENTER OF THE MAST WAS THE POINT
 DK1843'OBSERVED.
 DK1843'
 DK1843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S.
 DK1843'HIGHWAY 49W ABOUT 1.5 MILES NORTH OF INVERNESS GO SOUTH ON U.S.
 DK1843'HIGHWAY 49W THROUGH INVERNESS FOR 3.1 MILES TO A SIDE ROAD LEFT.
 DK1843'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 3.8 MILES TO THE
 DK1843'ENTRANCE TO PUMPING STATION ON THE RIGHT.  TURN RIGHT AND GO
 DK1843'SOUTH ON A CONCRETE STREET FOR 0.35 MILE TO THE END OF THE
 DK1843'STREET AND THE MAST ON THE LEFT ABOUT 100 YARDS EAST OF THE STREET.
 DK1843'
 DK1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SE OF
 DK1843'INVERNESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2349 ***********************************************************************
 BH2349  DESIGNATION -  GULFPORT CHAN ENTR DIRECT LT
 BH2349  PID         -  BH2349
 BH2349  STATE/COUNTY-  MS/HARRISON
 BH2349  USGS QUAD   -  SHIP ISLAND (1970)
 BH2349
 BH2349                         *CURRENT SURVEY CONTROL
 BH2349  ___________________________________________________________________
 BH2349* NAD 83(1993)-  30 14 02.88613(N)    088 59 00.24482(W)     ADJUSTED  
 BH2349* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2349  ___________________________________________________________________
 BH2349  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2349  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BH2349  HORZ ORDER  -  THIRD
 BH2349
 BH2349.The horizontal coordinates were established by classical geodetic methods
 BH2349.and adjusted by the National Geodetic Survey in May 1994.
 BH2349
 BH2349.The orthometric height was scaled from a topographic map.
 BH2349
 BH2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2349
 BH2349.The geoid height was determined by GEOID03.
 BH2349
 BH2349;                    North         East     Units Scale Factor Converg.
 BH2349;SPC MS E     -    81,384.481   285,555.321   MT  0.99995257   -0 04 32.0
 BH2349;SPC MS E     -   267,008.92    936,859.42   sFT  0.99995257   -0 04 32.0
 BH2349;SPC LA S     -   194,538.650 1,226,171.273   MT  0.99993400   +1 10 30.0
 BH2349;SPC LA S     -   638,248.89  4,022,863.58   sFT  0.99993400   +1 10 30.0
 BH2349;UTM  16      - 3,346,393.738   309,137.249   MT  1.00004944   -0 59 56.5
 BH2349
 BH2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2349!SPC MS E     -   1.00000418  x   0.99995257  =   0.99995675
 BH2349!SPC LA S     -   1.00000418  x   0.99993400  =   0.99993818
 BH2349!UTM  16      -   1.00000418  x   1.00004944  =   1.00005362
 BH2349
 BH2349                          SUPERSEDED SURVEY CONTROL
 BH2349
 BH2349  NAD 83(1993)-  30 14 02.90139(N)    088 59 00.23526(W) AD(       ) 4
 BH2349  NAD 83(1986)-  30 14 02.89850(N)    088 59 00.23319(W) AD(       ) 4
 BH2349  NAD 27      -  30 14 02.17108(N)    088 59 00.12263(W) AD(       ) 3
 BH2349
 BH2349.Superseded values are not recommended for survey control.
 BH2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2349.See file dsdata.txt to determine how the superseded data were derived.
 BH2349
 BH2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0913746394(NAD 83)
 BH2349_MARKER: 14 = NAVIGATION LIGHT
 BH2349
 BH2349  HISTORY     - Date     Condition        Report By
 BH2349  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2349  HISTORY     - 1970     GOOD             NGS
 BH2349  HISTORY     - 1973     GOOD             NGS
 BH2349
 BH2349                          STATION DESCRIPTION
 BH2349
 BH2349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2349'THIS STATION IS LOCATED IN MISSISSIPPI SOUND, 5 MILES EAST-SOUTHEAST
 BH2349'OF THE NORTH END OF CAT ISLAND, 1-1/2 MILES NORTH OF THE WEST
 BH2349'END OF SHIP ISLAND, AT A TURN IN THE GULFPORT CHANNEL, IN 22 FEET OF
 BH2349'WATER.
 BH2349'
 BH2349'THE POINT INTERSECTED WAS THE TOP CENTER OF A CONCRETE PILE 30 FEET
 BH2349'ABOVE THE WATER.  THERE IS A FLASHING WHITE LIGHT MOUNTED ON THE
 BH2349'RAILING AT THE 30 FOOT LEVEL AND A DIRECTIONAL QUICK-FLASH
 BH2349'WHITE-RED-GREEN LIGHT AT THE 28 FOOT LEVEL.  THE STATION
 BH2349'WAS NOT VISITED AT THIS TIME.
 BH2349'
 BH2349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 11 MILES SOUTHEAST
 BH2349'OF GULFPORT.
 BH2349
 BH2349                          STATION RECOVERY (1973)
 BH2349
 BH2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2349'THE STATION, BEING THE TOP CENTER OF THE CONCRETE PILE, WAS RECOVERED
 BH2349'IN GOOD CONDITION AS DESCRIBED, HOWEVER, IT SHOULD BE NOTED
 BH2349'THAT THE POSITION AND CHARACTER OF THE LIGHT SITUATED ON THE
 BH2349'STRUCTURE HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2591 ***********************************************************************
 BH2591  DESIGNATION -  GULFPORT CHANNEL LIGHT 64
 BH2591  PID         -  BH2591
 BH2591  STATE/COUNTY-  MS/HARRISON
 BH2591  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2591
 BH2591                         *CURRENT SURVEY CONTROL
 BH2591  ___________________________________________________________________
 BH2591* NAD 83(1993)-  30 18 54.38790(N)    089 03 07.44879(W)     ADJUSTED  
 BH2591* NAVD 88     -              **(meters)            **(feet)            
 BH2591  ___________________________________________________________________
 BH2591  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BH2591  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BH2591  HORZ ORDER  -  THIRD
 BH2591
 BH2591.The horizontal coordinates were established by classical geodetic methods
 BH2591.and adjusted by the National Geodetic Survey in May 1994.
 BH2591
 BH2591
 BH2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2591
 BH2591.The geoid height was determined by GEOID03.
 BH2591
 BH2591;                    North         East     Units Scale Factor Converg.
 BH2591;SPC MS E     -    90,371.175   278,963.021   MT  0.99995546   -0 06 37.5
 BH2591;SPC MS E     -   296,492.76    915,231.18   sFT  0.99995546   -0 06 37.5
 BH2591;SPC LA S     -   203,379.152 1,219,384.488   MT  0.99994073   +1 08 26.4
 BH2591;SPC LA S     -   667,253.10  4,000,597.27   sFT  0.99994073   +1 08 26.4
 BH2591;UTM  16      - 3,355,486.646   302,690.105   MT  1.00008031   -1 02 10.1
 BH2591
 BH2591                          SUPERSEDED SURVEY CONTROL
 BH2591
 BH2591  NAD 83(1986)-  30 18 54.40432(N)    089 03 07.43872(W) AD(       ) 4
 BH2591  NAD 27      -  30 18 53.67800(N)    089 03 07.30700(W) AD(       ) 3
 BH2591
 BH2591.Superseded values are not recommended for survey control.
 BH2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2591.See file dsdata.txt to determine how the superseded data were derived.
 BH2591
 BH2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0269055487(NAD 83)
 BH2591_MARKER: 14 = NAVIGATION LIGHT
 BH2591
 BH2591  HISTORY     - Date     Condition        Report By
 BH2591  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2591  HISTORY     - 19870601 GOOD             USPSQD
 BH2591
 BH2591                          STATION DESCRIPTION
 BH2591
 BH2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2591'STATION IS A RED, PYRAMIDAL STRUCTURE ON PILINGS, IN 12 FEET OF
 BH2591'WATER, ON THE E SIDE OF THE CHANNEL.  LIGHT FLASHES RED EVERY FOUR
 BH2591'SECONDS AND IS APPROXIMATELY 30 FEET ABOVE THE WATER.  POINT OBSERVED
 BH2591'WAS LIGHT ON TOP OF THE STRUCTURE.
 BH2591'THIS IS AN INTERSECTION STATION.
 BH2591
 BH2591                          STATION RECOVERY (1987)
 BH2591
 BH2591'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2592 ***********************************************************************
 BH2592  DESIGNATION -  GULFPORT CHANNEL LIGHT 60
 BH2592  PID         -  BH2592
 BH2592  STATE/COUNTY-  MS/HARRISON
 BH2592  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2592
 BH2592                         *CURRENT SURVEY CONTROL
 BH2592  ___________________________________________________________________
 BH2592* NAD 83(1993)-  30 17 48.12352(N)    089 02 11.00294(W)     ADJUSTED  
 BH2592* NAVD 88     -              **(meters)            **(feet)            
 BH2592  ___________________________________________________________________
 BH2592  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BH2592  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH2592  HORZ ORDER  -  THIRD
 BH2592
 BH2592.The horizontal coordinates were established by classical geodetic methods
 BH2592.and adjusted by the National Geodetic Survey in May 1994.
 BH2592
 BH2592
 BH2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2592
 BH2592.The geoid height was determined by GEOID03.
 BH2592
 BH2592;                    North         East     Units Scale Factor Converg.
 BH2592;SPC MS E     -    88,327.938   280,467.346   MT  0.99995471   -0 06 08.8
 BH2592;SPC MS E     -   289,789.24    920,166.62   sFT  0.99995471   -0 06 08.8
 BH2592;SPC LA S     -   201,369.276 1,220,933.040   MT  0.99993902   +1 08 54.6
 BH2592;SPC LA S     -   660,659.03  4,005,677.82   sFT  0.99993902   +1 08 54.6
 BH2592;UTM  16      - 3,353,419.126   304,161.411   MT  1.00007318   -1 01 39.5
 BH2592
 BH2592                          SUPERSEDED SURVEY CONTROL
 BH2592
 BH2592  NAD 83(1986)-  30 17 48.14014(N)    089 02 10.99241(W) AD(       ) 4
 BH2592  NAD 27      -  30 17 47.40800(N)    089 02 10.86100(W) AD(       ) 3
 BH2592
 BH2592.Superseded values are not recommended for survey control.
 BH2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2592.See file dsdata.txt to determine how the superseded data were derived.
 BH2592
 BH2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0416153419(NAD 83)
 BH2592_MARKER: 14 = NAVIGATION LIGHT
 BH2592
 BH2592  HISTORY     - Date     Condition        Report By
 BH2592  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2592  HISTORY     - 1987     GOOD             USPSQD
 BH2592
 BH2592                          STATION DESCRIPTION
 BH2592
 BH2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2592'STATION IS A RED, PYRAMIDAL STRUCTURE ON PILINGS, IN 15 FEET OF WATER
 BH2592'ON THE E SIDE OF THE CHANNEL.  LIGHT IS FIXED, RED, AND
 BH2592'APPROXIMATELY 30 FEET ABOVE THE WATER.  POINT OBSERVED WAS LIGHT ON
 BH2592'TOP OF STRUCTURE.  IT IS AN INTERSECTION STATION.
 BH2592
 BH2592                          STATION RECOVERY (1987)
 BH2592
 BH2592'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2593 ***********************************************************************
 BH2593  DESIGNATION -  GULFPORT CHANNEL LIGHT 52
 BH2593  PID         -  BH2593
 BH2593  STATE/COUNTY-  MS/HARRISON
 BH2593  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2593
 BH2593                         *CURRENT SURVEY CONTROL
 BH2593  ___________________________________________________________________
 BH2593* NAD 83(1993)-  30 16 16.15969(N)    089 00 52.96062(W)     ADJUSTED  
 BH2593* NAVD 88     -              **(meters)            **(feet)            
 BH2593  ___________________________________________________________________
 BH2593  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2593  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2593  HORZ ORDER  -  THIRD
 BH2593
 BH2593.The horizontal coordinates were established by classical geodetic methods
 BH2593.and adjusted by the National Geodetic Survey in May 1994.
 BH2593
 BH2593
 BH2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2593
 BH2593.The geoid height was determined by GEOID03.
 BH2593
 BH2593;                    North         East     Units Scale Factor Converg.
 BH2593;SPC MS E     -    85,492.639   282,548.147   MT  0.99995376   -0 05 29.2
 BH2593;SPC MS E     -   280,487.10    926,993.38   sFT  0.99995376   -0 05 29.2
 BH2593;SPC LA S     -   198,580.121 1,223,075.205   MT  0.99993683   +1 09 33.6
 BH2593;SPC LA S     -   651,508.28  4,012,705.90   sFT  0.99993683   +1 09 33.6
 BH2593;UTM  16      - 3,350,550.283   306,196.409   MT  1.00006339   -1 00 57.3
 BH2593
 BH2593                          SUPERSEDED SURVEY CONTROL
 BH2593
 BH2593  NAD 83(1986)-  30 16 16.17628(N)    089 00 52.94909(W) AD(       ) 4
 BH2593  NAD 27      -  30 16 15.43600(N)    089 00 52.81700(W) AD(       ) 3
 BH2593
 BH2593.Superseded values are not recommended for survey control.
 BH2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2593.See file dsdata.txt to determine how the superseded data were derived.
 BH2593
 BH2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0619650550(NAD 83)
 BH2593_MARKER: 14 = NAVIGATION LIGHT
 BH2593
 BH2593  HISTORY     - Date     Condition        Report By
 BH2593  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2593  HISTORY     - 19870601 GOOD             USPSQD
 BH2593
 BH2593                          STATION DESCRIPTION
 BH2593
 BH2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2593'STATION IS A RED, PYRAMIDAL STRUCTURE WITH YELLOW TRIANGLE ON PILINGS
 BH2593'IN 21 FEET OF WATER, ON THE E SIDE OF THE CHANNEL. LIGHT IS FIXED RED
 BH2593'AND APPROXIMATELY 30 FEET ABOVE THE WATER.  POINT OBSERVED WAS LIGHT
 BH2593'ON TOP OF STRUCTURE.
 BH2593'
 BH2593'THIS IS AN INTERSECTION STATION.
 BH2593
 BH2593                          STATION RECOVERY (1987)
 BH2593
 BH2593'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2428 ***********************************************************************
 BH2428  DESIGNATION -  GULFPORT EDGEWATER TANK
 BH2428  PID         -  BH2428
 BH2428  STATE/COUNTY-  MS/HARRISON
 BH2428  USGS QUAD   -  BILOXI (1992)
 BH2428
 BH2428                         *CURRENT SURVEY CONTROL
 BH2428  ___________________________________________________________________
 BH2428* NAD 83(1993)-  30 23 31.61578(N)    088 59 21.18116(W)     ADJUSTED  
 BH2428* NAVD 88     -              **(meters)            **(feet)            
 BH2428  ___________________________________________________________________
 BH2428  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH2428  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BH2428  HORZ ORDER  -  THIRD
 BH2428
 BH2428.The horizontal coordinates were established by classical geodetic methods
 BH2428.and adjusted by the National Geodetic Survey in May 1994.
 BH2428
 BH2428
 BH2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2428
 BH2428.The geoid height was determined by GEOID03.
 BH2428
 BH2428;                    North         East     Units Scale Factor Converg.
 BH2428;SPC MS E     -    98,897.746   285,019.588   MT  0.99995277   -0 04 43.9
 BH2428;SPC MS E     -   324,467.02    935,101.76   sFT  0.99995277   -0 04 43.9
 BH2428;UTM  16      - 3,363,915.078   308,884.482   MT  1.00005062   -1 00 24.0
 BH2428
 BH2428                          SUPERSEDED SURVEY CONTROL
 BH2428
 BH2428  NAD 83(1993)-  30 23 31.63078(N)    088 59 21.17235(W) AD(       ) 4
 BH2428  NAD 83(1986)-  30 23 31.63358(N)    088 59 21.17351(W) AD(       ) 4
 BH2428  NAD 27      -  30 23 30.91718(N)    088 59 21.05164(W) AD(       ) 3
 BH2428
 BH2428.Superseded values are not recommended for survey control.
 BH2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2428.See file dsdata.txt to determine how the superseded data were derived.
 BH2428
 BH2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0888463915(NAD 83)
 BH2428_MARKER: 51 = TANK
 BH2428
 BH2428  HISTORY     - Date     Condition        Report By
 BH2428  HISTORY     - 1966     FIRST OBSERVED   CGS
 BH2428
 BH2428                          STATION DESCRIPTION
 BH2428
 BH2428'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2575 ***********************************************************************
 BH2575  DESIGNATION -  GULFPORT MILK OF MAGNESIA TANK
 BH2575  PID         -  BH2575
 BH2575  STATE/COUNTY-  MS/HARRISON
 BH2575  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2575
 BH2575                         *CURRENT SURVEY CONTROL
 BH2575  ___________________________________________________________________
 BH2575* NAD 83(1993)-  30 23 35.11260(N)    089 05 30.24985(W)     ADJUSTED  
 BH2575* NAVD 88     -              **(meters)            **(feet)            
 BH2575  ___________________________________________________________________
 BH2575  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BH2575  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BH2575  HORZ ORDER  -  THIRD
 BH2575
 BH2575.The horizontal coordinates were established by classical geodetic methods
 BH2575.and adjusted by the National Geodetic Survey in May 1994.
 BH2575
 BH2575
 BH2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2575
 BH2575.The geoid height was determined by GEOID03.
 BH2575
 BH2575;                    North         East     Units Scale Factor Converg.
 BH2575;SPC MS E     -    99,023.443   275,167.728   MT  0.99995760   -0 07 50.6
 BH2575;SPC MS E     -   324,879.41    902,779.45   sFT  0.99995760   -0 07 50.6
 BH2575;UTM  16      - 3,364,200.328   299,034.774   MT  1.00009827   -1 03 31.1
 BH2575
 BH2575                          SUPERSEDED SURVEY CONTROL
 BH2575
 BH2575  NAD 83(1986)-  30 23 35.12874(N)    089 05 30.23909(W) AD(       ) 4
 BH2575  NAD 27      -  30 23 34.41800(N)    089 05 30.10500(W) AD(       ) 3
 BH2575
 BH2575.Superseded values are not recommended for survey control.
 BH2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2575.See file dsdata.txt to determine how the superseded data were derived.
 BH2575
 BH2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9903564200(NAD 83)
 BH2575_MARKER: 55 = TOWER
 BH2575
 BH2575  HISTORY     - Date     Condition        Report By
 BH2575  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2575  HISTORY     - 1964     GOOD             CGS
 BH2575  HISTORY     - 1967     GOOD             CGS
 BH2575  HISTORY     - 1972     GOOD             MSHD
 BH2575
 BH2575                          STATION DESCRIPTION
 BH2575
 BH2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2575'THE STATION IS THE BALL AT THE APEX OF THE TANK.  IT IS A
 BH2575'FOUR-LEGGED, ELEVATED TANK, SILVER IN COLOR AND 145 FEET IN
 BH2575'HEIGHT.  IT IS IN THE NORTH PART OF GULFPORT, ON THE EAST SIDE OF
 BH2575'U.S. HIGHWAY 49 AND 1.8 MILES NORTH OF THE JUNCTION OF HIGHWAYS 49
 BH2575'AND 90.  THERE IS A LOWER, TAN, BRICK STACK JUST TO THE SOUTHWEST OF
 BH2575'THE TANK.
 BH2575
 BH2575                          STATION RECOVERY (1964)
 BH2575
 BH2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 BH2575'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 BH2575
 BH2575                          STATION RECOVERY (1967)
 BH2575
 BH2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2575'STATION RECOVERED AS DESCRIBED
 BH2575
 BH2575                          STATION RECOVERY (1972)
 BH2575
 BH2575'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2575'THE STATION WAS VISITED 5-11-72 AND THE STATION WAS FOUND
 BH2575'IN GOOD CONDITION.  (NOTE-THE TANK IS THE PHILLIPS MILK OF MAGNESIA
 BH2575'TANK AND NOT THE GULFPORT MILK OF MAGNESIA TANK.
 BH2575'
 BH2575'THE STATION IS LOCATED 1.9 MILES NORTH OF GULFPORT ABOUT 100
 BH2575'YARDS EAST OF U.S. HIGHWAY 49 ON THE EAST SIDE OF THE PHILLIPS
 BH2575'MILK OF MAGNESIA PLANT ABOUT 100 FEET NORTHEAST OF A TAN BRICK
 BH2575'STACK.  IT IS A FOUR LEGGED ELEVATED TANK SILVER IN COLOR WITH
 BH2575'THE LETTERS PHILLIPS MILK OF MAGNESIA ON THE NORTH AND SOUTH
 BH2575'SIDE AND IS ABOUT 145 FEET HIGH.  THE BALL AT THE APEX OF THE
 BH2575'TANK WAS THE POINT OBSERVED.
 BH2575'
 BH2575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND 49
 BH2575'IN GULFPORT GO NORTH ON U.S. HIGHWAY 49 FOR 1.9 MILES TO THE
 BH2575'TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2584 ***********************************************************************
 BH2584  DESIGNATION -  GULFPORT MISS POWER CO STACK
 BH2584  PID         -  BH2584
 BH2584  STATE/COUNTY-  MS/HARRISON
 BH2584  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2584
 BH2584                         *CURRENT SURVEY CONTROL
 BH2584  ___________________________________________________________________
 BH2584* NAD 83(1993)-  30 26 20.50922(N)    089 01 39.11666(W)     ADJUSTED  
 BH2584* NAVD 88     -              **(meters)            **(feet)            
 BH2584  ___________________________________________________________________
 BH2584  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2584  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH2584  HORZ ORDER  -  THIRD
 BH2584
 BH2584.The horizontal coordinates were established by classical geodetic methods
 BH2584.and adjusted by the National Geodetic Survey in May 1994.
 BH2584
 BH2584
 BH2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2584
 BH2584.The geoid height was determined by GEOID03.
 BH2584
 BH2584;                    North         East     Units Scale Factor Converg.
 BH2584;SPC MS E     -   104,104.147   281,346.396   MT  0.99995429   -0 05 54.2
 BH2584;SPC MS E     -   341,548.36    923,050.63   sFT  0.99995429   -0 05 54.2
 BH2584;UTM  16      - 3,369,180.873   305,295.758   MT  1.00006770   -1 01 39.1
 BH2584
 BH2584                          SUPERSEDED SURVEY CONTROL
 BH2584
 BH2584  NAD 83(1986)-  30 26 20.52690(N)    089 01 39.10652(W) AD(       ) 4
 BH2584  NAD 27      -  30 26 19.81500(N)    089 01 38.98200(W) AD(       ) 3
 BH2584
 BH2584.Superseded values are not recommended for survey control.
 BH2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2584.See file dsdata.txt to determine how the superseded data were derived.
 BH2584
 BH2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0529669181(NAD 83)
 BH2584_MARKER: 63 = STACK
 BH2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2584+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BH2584
 BH2584  HISTORY     - Date     Condition        Report By
 BH2584  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2584  HISTORY     - 1972     GOOD             MSHD
 BH2584  HISTORY     - 20031220 GOOD             USPSQD
 BH2584  HISTORY     - 20051123 GOOD             MSSU
 BH2584
 BH2584                          STATION DESCRIPTION
 BH2584
 BH2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2584'THE STATION IS THE TOP-CENTER OF THE STACK.  THE STACK IS ON THE
 BH2584'SOUTHEAST CORNER OF LARGE, TAN BUILDING, IS BANDED RED AND WHITE
 BH2584'AND IS 175 FEET IN HEIGHT.  IT IS ABOUT 6 MILES NORTHEAST OF
 BH2584'GULFPORT, 3 MILES NORTH-NORTHWEST OF MISSISSIPPI CITY AND
 BH2584'0.2 MILE EAST OF COWAN ROAD.
 BH2584
 BH2584                          STATION RECOVERY (1972)
 BH2584
 BH2584'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2584'THE STATION WAS VISITED 7-21-72 AND WAS FOUND TO BE IN GOOD
 BH2584'CONDITION.
 BH2584'
 BH2584'THE STATION IS LOCATED 1.9 MILES NORTH-NORTHEAST OF HANDSBORO,
 BH2584'6.3 MILES NORTHEAST OF GULFPORT IN THE NORTHWEST 1/4 OF
 BH2584'SECTION 18, T 7S, R 10W.  IT IS THE WEST ONE OF THREE STEEL
 BH2584'PIPES ATOP A STEAM GENERATING PLANT OF THE MISSISSIPPI POWER
 BH2584'COMPANY.  THE PIPE IS ON THE SOUTH CORNER OF THE BUILDING
 BH2584'ABOUT 70 FEET ABOVE THE ROOF OF THE BUILDING.  IT IS SILVER IN
 BH2584'COLOR WITH ALTERNATE RED STRIPES ON THE TOP, 30 FEET WITH A
 BH2584'WALKWAY AT THE BASE OF THE STRIPES.  THERE ARE THREE RED
 BH2584'LIGHTS EVENLY SPACED ALONG THE WALKWAY.  (NOTE-THERE ARE TWO
 BH2584'LARGE CONCRETE STACKS EAST OF THE THREE STEEL PIPES.)
 BH2584'
 BH2584'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HANDSBORO
 BH2584'GO EAST ON PASS ROAD FOR 0.6 MILES TO THE INTERSECTION OF
 BH2584'COWAN ROAD.  TURN LEFT AND GO NORTH ON COWAN ROAD FOR 2 MILES
 BH2584'TO A CONCRETE BRIDGE OVER A CANAL.  CONTINUE NORTH ON LORINE
 BH2584'ROAD FOR 0.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 BH2584'ON A SHELL ROAD FOR 0.2 MILES TO THE PLANT AND THE STACK ON THE
 BH2584'LEFT.
 BH2584'
 BH2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2584'1.9 MILES NORTH-NORTHEAST OF HANDSBORO.
 BH2584
 BH2584                          STATION RECOVERY (2003)
 BH2584
 BH2584'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BH2584'RECOVERED IN GOOD CONDITION.
 BH2584
 BH2584                          STATION RECOVERY (2005)
 BH2584
 BH2584'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (JSB)
 BH2584'THE STATION WAS FOUND IN GOOD CONDITION.  IT IS LOCATED 9.9 FT.
 BH2584'NORTHWEST OF A POWER POLE WHCIH IS LOCATED ON THE NORTHWEST CORNER OF
 BH2584'THE INTERSECTION BETWEEN DEDEAUX RD. AND LORRAINE RD.  THE STATION IS
 BH2584'LOCATED TO THE EAST OF CONSTRUCTION OF WHAT WILL SONN BE U.S. HWY 605
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2589 ***********************************************************************
 BH2589  DESIGNATION -  GULFPORT MUNICIPAL TANK
 BH2589  PID         -  BH2589
 BH2589  STATE/COUNTY-  MS/HARRISON
 BH2589  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2589
 BH2589                         *CURRENT SURVEY CONTROL
 BH2589  ___________________________________________________________________
 BH2589* NAD 83(1993)-  30 24 47.45051(N)    089 02 59.27690(W)     ADJUSTED  
 BH2589* NAVD 88     -              **(meters)            **(feet)            
 BH2589  ___________________________________________________________________
 BH2589  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BH2589  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BH2589  HORZ ORDER  -  THIRD
 BH2589
 BH2589.The horizontal coordinates were established by classical geodetic methods
 BH2589.and adjusted by the National Geodetic Survey in May 1994.
 BH2589
 BH2589
 BH2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2589
 BH2589.The geoid height was determined by GEOID03.
 BH2589
 BH2589;                    North         East     Units Scale Factor Converg.
 BH2589;SPC MS E     -   101,242.481   279,202.099   MT  0.99995533   -0 06 34.5
 BH2589;SPC MS E     -   332,159.71    916,015.55   sFT  0.99995533   -0 06 34.5
 BH2589;UTM  16      - 3,366,354.007   303,105.098   MT  1.00007828   -1 02 16.8
 BH2589
 BH2589                          SUPERSEDED SURVEY CONTROL
 BH2589
 BH2589  NAD 83(1986)-  30 24 47.46773(N)    089 02 59.26628(W) AD(       ) 4
 BH2589  NAD 27      -  30 24 46.75800(N)    089 02 59.13400(W) AD(       ) 3
 BH2589
 BH2589.Superseded values are not recommended for survey control.
 BH2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2589.See file dsdata.txt to determine how the superseded data were derived.
 BH2589
 BH2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0310566354(NAD 83)
 BH2589_MARKER: 53 = ELEVATED TANK
 BH2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2589+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BH2589
 BH2589  HISTORY     - Date     Condition        Report By
 BH2589  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2589  HISTORY     - 1967     GOOD             CGS
 BH2589  HISTORY     - 1972     GOOD             MSHD
 BH2589  HISTORY     - 1979     GOOD             NGS
 BH2589  HISTORY     - 1982     GOOD             NGS
 BH2589  HISTORY     - 20031220 GOOD             USPSQD
 BH2589
 BH2589                          STATION DESCRIPTION
 BH2589
 BH2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2589'THE STATION IS THE APEX OF THE TANK.  IT IS AN ELEVATED TANK, RED AND
 BH2589'WHITE IN COLOR AND 150 FEET IN HEIGHT.  IT IS ABOUT 3-1/2 MILES
 BH2589'NORTHEAST OF THE CENTER OF GULFPORT, 0.15 MILE NORTHEAST OF THE BAYOU
 BH2589'VIEW SCHOOL AND ABOUT 75 FEET SOUTHEAST OF A MACADAM ROAD.  THE
 BH2589'TANK IS SUPPORTED BY 7 STRUCTURAL STEEL LEGS.
 BH2589
 BH2589                          STATION RECOVERY (1967)
 BH2589
 BH2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2589'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 BH2589
 BH2589                          STATION RECOVERY (1972)
 BH2589
 BH2589'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2589'THE STATION IS LOCATED 4.15 MILES NORTHEAST OF THE JUNCTION
 BH2589'OF U.S. HIGHWAY 90 AND 49 IN GULFPORT, 1.5 MILES NORTHWEST
 BH2589'OF HANDSBORO ABOUT 75 FEET SOUTHEAST OF 51ST STREET ABOUT
 BH2589'150 FEET SOUTHWEST OF TRINITY METHODIST CHURCH, 0.15
 BH2589'MILES NORTHEAST OF BAY VIEW ELEMENTARY SCHOOL.  IT IS AN
 BH2589'ELEVATED TANK SUPPORTED BY SEVEN STRUCTURAL STEEL LEGS,
 BH2589'150 FEET HIGH.  THE TANK IS PAINTED WITH RED AND WHITE
 BH2589'CHECKS.  THE APEX WAS THE POINT OBSERVED.
 BH2589'
 BH2589'TO REACH THE STATION FROM THE U.S. POST OFFICE IN
 BH2589'HANDSBORO GO WEST ON PASS ROAD FOR 0.5 MILES TO THE
 BH2589'INTERSECTION OF COURT HOUSE ROAD.  TURN RIGHT AND GO
 BH2589'NORTH ON COURT HOUSE ROAD FOR 1.1 MILES TO THE INTERSECTION
 BH2589'OF 48TH STREET.  TURN LEFT AND GO WEST ON 48TH STREET FOR 0.45
 BH2589'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST ON
 BH2589'WASHINGTON AVENUE FOR 0.15 MILES TO THE INTERSECTION OF 51ST
 BH2589'STREET.  TURN RIGHT AND GO NORTHEAST ON 51ST STREET FOR 0.25
 BH2589'MILES TO THE TANK ON THE RIGHT.
 BH2589
 BH2589                          STATION RECOVERY (1979)
 BH2589
 BH2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BH2589'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH2589'
 BH2589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2589'4.2 MI NE OF GULFPORT.
 BH2589
 BH2589                          STATION RECOVERY (1982)
 BH2589
 BH2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 BH2589'THE STATION WAS RECOVERED AS DESCRIBED.
 BH2589'
 BH2589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES NORTHEAST
 BH2589'OF THE CENTER OF GULFPORT.
 BH2589
 BH2589                          STATION RECOVERY (2003)
 BH2589
 BH2589'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BH2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2576 ***********************************************************************
 BH2576  DESIGNATION -  GULFPORT RAD STA WGCM MAST
 BH2576  PID         -  BH2576
 BH2576  STATE/COUNTY-  MS/HARRISON
 BH2576  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2576
 BH2576                         *CURRENT SURVEY CONTROL
 BH2576  ___________________________________________________________________
 BH2576* NAD 83(1993)-  30 22 38.70798(N)    089 04 45.99652(W)     ADJUSTED  
 BH2576* NAVD 88     -              **(meters)            **(feet)            
 BH2576  ___________________________________________________________________
 BH2576  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BH2576  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BH2576  HORZ ORDER  -  THIRD
 BH2576
 BH2576.The horizontal coordinates were established by classical geodetic methods
 BH2576.and adjusted by the National Geodetic Survey in May 1994.
 BH2576
 BH2576
 BH2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2576
 BH2576.The geoid height was determined by GEOID03.
 BH2576
 BH2576;                    North         East     Units Scale Factor Converg.
 BH2576;SPC MS E     -    97,283.958   276,345.265   MT  0.99995690   -0 07 28.0
 BH2576;SPC MS E     -   319,172.45    906,642.76   sFT  0.99995690   -0 07 28.0
 BH2576;UTM  16      - 3,362,441.763   300,184.153   MT  1.00009258   -1 03 06.9
 BH2576
 BH2576                          SUPERSEDED SURVEY CONTROL
 BH2576
 BH2576  NAD 83(1986)-  30 22 38.72378(N)    089 04 45.98669(W) AD(       ) 4
 BH2576  NAD 27      -  30 22 38.01200(N)    089 04 45.85200(W) AD(       ) 3
 BH2576
 BH2576.Superseded values are not recommended for survey control.
 BH2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2576.See file dsdata.txt to determine how the superseded data were derived.
 BH2576
 BH2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0018462442(NAD 83)
 BH2576_MARKER: 42 = RADIO/TV MAST
 BH2576
 BH2576  HISTORY     - Date     Condition        Report By
 BH2576  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2576  HISTORY     - 1964     GOOD             CGS
 BH2576  HISTORY     - 1967     GOOD             CGS
 BH2576  HISTORY     - 1972     SEE DESCRIPTION  MSHD
 BH2576  HISTORY     - 1975     GOOD             NGS
 BH2576  HISTORY     - 1979     GOOD             NGS
 BH2576  HISTORY     - 1982     GOOD             NGS
 BH2576
 BH2576                          STATION DESCRIPTION
 BH2576
 BH2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2576'THE STATION IS THE RED LIGHT ATOP THE CENTER OF THE MAST.  THE MAST
 BH2576'IS OF STRUCTURAL STEEL, RED AND WHITE IN COLOR AND 312 FEET IN
 BH2576'HEIGHT.  IT IS THE NORTHEAST PART OF GULFPORT, ON THE EAST SIDE OF
 BH2576'15TH.  AVENUE AND MIDWAY BETWEEN 22ND.  AND 23RD. STREETS.
 BH2576
 BH2576                          STATION RECOVERY (1964)
 BH2576
 BH2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 BH2576'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 BH2576
 BH2576                          STATION RECOVERY (1967)
 BH2576
 BH2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2576'STATION RECOVERED AS DESCRIBED.
 BH2576
 BH2576                          STATION RECOVERY (1972)
 BH2576
 BH2576'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2576'THE STATION WAS VISITED 5-11-72 AND WAS FOUND TO HAVE BEEN
 BH2576'BLOWN DOWN BY HURRICANE CAMILLE.  A NEW MAST WAS BUILT NEAR
 BH2576'THE ORIGINAL POSITION OF THE OLD ONE.
 BH2576'
 BH2576'THE STATION IS LOCATED 1.15 MILES NORTHEAST OF JUNCTION
 BH2576'OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 90 IN GULFPORT ABOUT
 BH2576'150 FEET EAST OF 15TH STREET.  IT IS CROSS SECTIONAL STEEL
 BH2576'STRUCTURE SUPPORTED BY GUY WIRES PAINTED IN ALTERNATE
 BH2576'SECTIONS OF RED AND WHITE AND IS ABOUT 312 FEET HIGH.  THE RED
 BH2576'LIGHT ATOP THE CENTER OF THE MAST WAS THE POINT OBSERVED.
 BH2576'
 BH2576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49
 BH2576'AND U.S. HIGHWAY 90 IN GULFPORT GO NORTH ON U.S. HIGHWAY 49 FOR
 BH2576'0.8 MILES TO THE INTERSECTION OF 22ND STREET.  TURN RIGHT AND GO
 BH2576'EAST ON 22ND STREET FOR 0.8 MILES TO THE INTERSECTION OF
 BH2576'15TH STREET AND THE MAST ON THE LEFT.
 BH2576'
 BH2576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2576'1.15 MILES NORTHEAST OF GULFPORT.
 BH2576
 BH2576                          STATION RECOVERY (1975)
 BH2576
 BH2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 BH2576'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH2576'
 BH2576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT GULFPORT
 BH2576
 BH2576                          STATION RECOVERY (1979)
 BH2576
 BH2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BH2576'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH2576'
 BH2576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2576'1.2 MI NE OF GULFPORT.
 BH2576
 BH2576                          STATION RECOVERY (1982)
 BH2576
 BH2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 BH2576'THE STATION WAS RECOVERED AS DESCRIBED.
 BH2576'
 BH2576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS 1.15
 BH2576'MILES NORTHEAST OF GULFPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2598 ***********************************************************************
 BH2598  DESIGNATION -  GULFPORT RAD STA WROA MAST
 BH2598  PID         -  BH2598
 BH2598  STATE/COUNTY-  MS/HARRISON
 BH2598  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2598
 BH2598                         *CURRENT SURVEY CONTROL
 BH2598  ___________________________________________________________________
 BH2598* NAD 83(1993)-  30 22 10.81924(N)    089 07 06.67322(W)     ADJUSTED  
 BH2598* NAVD 88     -              **(meters)            **(feet)            
 BH2598  ___________________________________________________________________
 BH2598  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BH2598  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BH2598  HORZ ORDER  -  THIRD
 BH2598
 BH2598.The horizontal coordinates were established by classical geodetic methods
 BH2598.and adjusted by the National Geodetic Survey in May 1994.
 BH2598
 BH2598
 BH2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2598
 BH2598.The geoid height was determined by GEOID03.
 BH2598
 BH2598;                    North         East     Units Scale Factor Converg.
 BH2598;SPC MS E     -    96,433.993   272,587.239   MT  0.99995927   -0 08 39.1
 BH2598;SPC MS E     -   316,383.86    894,313.30   sFT  0.99995927   -0 08 39.1
 BH2598;UTM  16      - 3,361,652.619   296,412.321   MT  1.00011136   -1 04 17.2
 BH2598
 BH2598                          SUPERSEDED SURVEY CONTROL
 BH2598
 BH2598  NAD 83(1986)-  30 22 10.83497(N)    089 07 06.66262(W) AD(       ) 4
 BH2598  NAD 27      -  30 22 10.12300(N)    089 07 06.52400(W) AD(       ) 3
 BH2598
 BH2598.Superseded values are not recommended for survey control.
 BH2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2598.See file dsdata.txt to determine how the superseded data were derived.
 BH2598
 BH2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9641261653(NAD 83)
 BH2598_MARKER: 42 = RADIO/TV MAST
 BH2598
 BH2598  HISTORY     - Date     Condition        Report By
 BH2598  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2598  HISTORY     - 1972     SEE DESCRIPTION  MSHD
 BH2598
 BH2598                          STATION DESCRIPTION
 BH2598
 BH2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2598'THE STATION IS THE RED LIGHT AT THE TOP-CENTER OF THE MAST.  IT IS A
 BH2598'STRUCTURAL STEEL MAST, RED AND WHITE IN COLOR AND 177 FEET IN
 BH2598'HEIGHT.  IT IS IN THE WEST PART OF GULFPORT, ON THE EAST SIDE OF
 BH2598'BROAD AVE., 0.2 MILE NORTH OF OLD PASS ROAD AND ABOUT 0.4 MILE
 BH2598'NORTHWEST OF MEMORIAL HOSPITAL.
 BH2598
 BH2598                          STATION RECOVERY (1972)
 BH2598
 BH2598'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2598'THE STATION WAS VISITED 5-11-72 AND WAS FOUND TO HAVE BEEN
 BH2598'BLOWN DOWN BY HURRICANE CAMILLE.  A NEW MAST HAS BEEN BUILT
 BH2598'ON THE OLD SITE BUT DO NOT KNOW IF IT IS IN THE ORIGINAL POSITION.
 BH2598'
 BH2598'THE STATION IS LOCATED 1.5 MILES NW OF THE JUNCTION OF
 BH2598'U.S. HIGHWAY 49 AND 90 IN GULFPORT, 0.25 MILES NW OF GULFPORT
 BH2598'MEMORIAL HOSPITAL, 0.15 MILE NORTH OF OLD PASS ROAD AND
 BH2598'ABOUT 125 FEET EAST OF BROAD AVENUE.  IT IS A CROSSSECTIONAL
 BH2598'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 BH2598'AND IS 177 FEET HIGH.  THE RED LIGHT AT THE TOP CENTER OF THE
 BH2598'MAST WAS THE POINT OBSERVED.
 BH2598'
 BH2598'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH2598'U.S. HIGHWAY GO IN GULFPORT WEST ON U.S. HIGHWAY 90 FOR 1.25
 BH2598'MILES TO THE INTERSECTION OF BROAD AVENUE.  TURN RIGHT AND GO
 BH2598'NORTH ON BROAD AVENUE FOR 0.85 MILE TO THE MAST ON THE RIGHT.
 BH2598'
 BH2598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2598'1.5 MILES NW OF GULFPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2594 ***********************************************************************
 BH2594  DESIGNATION -  GULFPORT RANGE REAR LIGHT
 BH2594  PID         -  BH2594
 BH2594  STATE/COUNTY-  MS/HARRISON
 BH2594  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2594
 BH2594                         *CURRENT SURVEY CONTROL
 BH2594  ___________________________________________________________________
 BH2594* NAD 83(1993)-  30 21 54.49473(N)    089 05 43.36879(W)     ADJUSTED  
 BH2594* NAVD 88     -              **(meters)            **(feet)            
 BH2594  ___________________________________________________________________
 BH2594  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BH2594  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BH2594  HORZ ORDER  -  THIRD
 BH2594
 BH2594.The horizontal coordinates were established by classical geodetic methods
 BH2594.and adjusted by the National Geodetic Survey in May 1994.
 BH2594
 BH2594
 BH2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2594
 BH2594.The geoid height was determined by GEOID03.
 BH2594
 BH2594;                    North         East     Units Scale Factor Converg.
 BH2594;SPC MS E     -    95,925.948   274,810.361   MT  0.99995782   -0 07 56.9
 BH2594;SPC MS E     -   314,717.05    901,606.99   sFT  0.99995782   -0 07 56.9
 BH2594;UTM  16      - 3,361,108.585   298,627.256   MT  1.00010029   -1 03 34.5
 BH2594
 BH2594                          SUPERSEDED SURVEY CONTROL
 BH2594
 BH2594  NAD 83(1986)-  30 21 54.51103(N)    089 05 43.36021(W) AD(       ) 4
 BH2594  NAD 27      -  30 21 53.80000(N)    089 05 43.22200(W) AD(       ) 3
 BH2594
 BH2594.Superseded values are not recommended for survey control.
 BH2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2594.See file dsdata.txt to determine how the superseded data were derived.
 BH2594
 BH2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9862761109(NAD 83)
 BH2594_MARKER: 14 = NAVIGATION LIGHT
 BH2594
 BH2594  HISTORY     - Date     Condition        Report By
 BH2594  HISTORY     - 1951     FIRST OBSERVED   CGS
 BH2594  HISTORY     - 1967     GOOD             CGS
 BH2594  HISTORY     - 1970     GOOD             NGS
 BH2594  HISTORY     - 1987     GOOD             USPSQD
 BH2594
 BH2594                          STATION DESCRIPTION
 BH2594
 BH2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2594'STATION IS A YELLOW, SLATTED CIRCULAR DAYMARK ON SKELETON STEEL TOWER
 BH2594'ON CONCRETE BLOCK, ON SHORE, APPROXIMATELY 1,785 YARDS AND 324
 BH2594'DEGREES FROM FRONT LIGHT (GULFPORT RANGE FRONT).  LIGHT IS OCCULTING
 BH2594'WHITE EVERY SIX SECONDS AND IS APPROXIMATELY 78 FEET HIGH.
 BH2594'POINT OBSERVED WAS LIGHT ATOP STRUCTURE.
 BH2594'
 BH2594'THIS STATION IS SHOWN AS GULFPORT RANGE REAR IN THE 1950 LIGHT LIST.
 BH2594'
 BH2594'THIS IS AN INTERSECTION STATION.
 BH2594
 BH2594                          STATION RECOVERY (1967)
 BH2594
 BH2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2594'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE-
 BH2594'
 BH2594'STATION HAS A RED REFLECTORIZED RECTANGULAR DAYMARK.
 BH2594
 BH2594                          STATION RECOVERY (1970)
 BH2594
 BH2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2594'RECOVERED.  RECOVERED IN GOOD CONDITION AS DESCRIBED BY WRC IN
 BH2594'1967.
 BH2594'
 BH2594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2594'GULFPORT, MISS.
 BH2594
 BH2594                          STATION RECOVERY (1987)
 BH2594
 BH2594'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0886 ***********************************************************************
 BH0886  CBN         -  This is a Cooperative Base Network Control Station.
 BH0886  DESIGNATION -  GULFPORT RESET
 BH0886  PID         -  BH0886
 BH0886  STATE/COUNTY-  MS/HARRISON
 BH0886  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0886
 BH0886                         *CURRENT SURVEY CONTROL
 BH0886  ___________________________________________________________________
 BH0886* NAD 83(2007)-  30 21 40.12038(N)    089 06 34.27799(W)     ADJUSTED  
 BH0886* NAVD 88     -         4.864  (meters)      15.96   (feet)  ADJUSTED  
 BH0886  ___________________________________________________________________
 BH0886  EPOCH DATE  -        2002.00
 BH0886  X           -      85,602.383 (meters)                     COMP
 BH0886  Y           -  -5,507,444.885 (meters)                     COMP
 BH0886  Z           -   3,204,969.925 (meters)                     COMP
 BH0886  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BH0886  ELLIP HEIGHT-         -23.142 (meters)          (02/10/07) ADJUSTED
 BH0886  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BH0886  DYNAMIC HT  -           4.858 (meters)      15.94  (feet)  COMP
 BH0886
 BH0886  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH0886  Type    PID    Designation                      North   East  Ellip
 BH0886  -------------------------------------------------------------------
 BH0886  NETWORK BH0886 GULFPORT RESET                    0.49   0.59   1.41
 BH0886  -------------------------------------------------------------------
 BH0886  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0886
 BH0886  VERT ORDER  -  FIRST     CLASS I
 BH0886
 BH0886.The horizontal coordinates were established by GPS observations
 BH0886.and adjusted by the National Geodetic Survey in February 2007.
 BH0886
 BH0886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH0886.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH0886.The horizontal coordinates are valid at the epoch date displayed above.
 BH0886.The epoch date for horizontal control is a decimal equivalence
 BH0886.of Year/Month/Day.
 BH0886
 BH0886.The orthometric height was determined by differential leveling
 BH0886.and adjusted in June 1991.
 BH0886
 BH0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0886
 BH0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0886
 BH0886.The ellipsoidal height was determined by GPS observations
 BH0886.and is referenced to NAD 83.
 BH0886
 BH0886.The geoid height was determined by GEOID03.
 BH0886
 BH0886.The dynamic height is computed by dividing the NAVD 88
 BH0886.geopotential number by the normal gravity value computed on the
 BH0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0886.degrees latitude (g = 980.6199 gals.).
 BH0886
 BH0886.The modeled gravity was interpolated from observed gravity values.
 BH0886
 BH0886;                    North         East     Units Scale Factor Converg.
 BH0886;SPC MS E     -    95,486.550   273,449.910   MT  0.99995869   -0 08 22.6
 BH0886;SPC MS E     -   313,275.46    897,143.58   sFT  0.99995869   -0 08 22.6
 BH0886;UTM  16      - 3,360,691.196   297,259.676   MT  1.00010711   -1 03 59.8
 BH0886
 BH0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0886!SPC MS E     -   1.00000363  x   0.99995869  =   0.99996232
 BH0886!UTM  16      -   1.00000363  x   1.00010711  =   1.00011074
 BH0886
 BH0886:                Primary Azimuth Mark                     Grid Az
 BH0886:SPC MS E     -  DAVIS GULFPORT FERTILIZER TANK           018 25 40.4
 BH0886:UTM  16      -  DAVIS GULFPORT FERTILIZER TANK           019 21 17.6
 BH0886
 BH0886|---------------------------------------------------------------------|
 BH0886| PID    Reference Object                     Distance      Geod. Az  |
 BH0886|                                                           dddmmss.s |
 BH0886| BH2580 DAVIS GULFPORT FERTILIZER TANK      APPROX. 3.8 KM 0181717.8 |
 BH0886| BH2575 GULFPORT MILK OF MAGNESIA TANK      APPROX. 3.9 KM 0254554.7 |
 BH0886| BH2579 GULFPORT WALCOTT CAMPBELL TANK      APPROX. 2.7 KM 0260748.8 |
 BH0886| BH2586 AIRPORT BCN GULFPORT MUN APT        APPROX. 6.8 KM 0411137.4 |
 BH0886| BH2585 GULFPORT MUN APT CONTROL TOWER      APPROX. 6.5 KM 0430108.9 |
 BH0886| BH2589 GULFPORT MUNICIPAL TANK             APPROX. 8.1 KM 0445028.7 |
 BH0886| BH2576 GULFPORT RAD STA WGCM MAST          APPROX. 3.4 KM 0580141.7 |
 BH0886| BH2587 GULFPORT US HOSP NO 74 STACK        APPROX. 5.7 KM 0692705.3 |
 BH0886| BH2595 GULFPORT MISS POWER RAD MAST        APPROX. 1.2 KM 0724100.5 |
 BH0886| BH0883 GULFPORT RM 1                       200.406 METERS 17558     |
 BH0886| BH0888 GULFPORT RM 4                        22.797 METERS 21405     |
 BH0886| BH0887 GULFPORT RM 3                        23.545 METERS 21702     |
 BH0886| BH0906 PASS CHRISTIAN EAST BASE            APPROX.10.9 KM 2505203.1 |
 BH0886| BH0884 GULFPORT RM 2                        30.794 METERS 28734     |
 BH0886| BH2598 GULFPORT RAD STA WROA MAST          APPROX. 1.3 KM 3173229.2 |
 BH0886| BH2599 GULFPORT HWY PATROL RAD MAST        APPROX. 1.2 KM 3553810.4 |
 BH0886|---------------------------------------------------------------------|
 BH0886
 BH0886                          SUPERSEDED SURVEY CONTROL
 BH0886
 BH0886  ELLIP H (04/15/02)  -23.121  (m)                       GP(       ) 4 2
 BH0886  ELLIP H (02/15/02)  -23.123  (m)                       GP(       ) 4 1
 BH0886  NAD 83(1993)-  30 21 40.12025(N)    089 06 34.27775(W) AD(       ) B
 BH0886  ELLIP H (01/12/94)  -23.051  (m)                       GP(       ) 4 1
 BH0886  NAD 83(1986)-  30 21 40.13579(N)    089 06 34.26674(W) AD(       ) 1
 BH0886  NAD 27      -  30 21 39.42400(N)    089 06 34.13000(W) AD(       ) 1
 BH0886  NAVD 88 (01/12/94)    4.86   (m)           15.9    (f) LEVELING    3  
 BH0886  NGVD 29 (??/??/??)    4.825  (m)           15.83   (f) ADJUSTED    1 1
 BH0886
 BH0886.Superseded values are not recommended for survey control.
 BH0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0886.See file dsdata.txt to determine how the superseded data were derived.
 BH0886
 BH0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9726060691(NAD 83)
 BH0886_MARKER: DS = TRIANGULATION STATION DISK
 BH0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0886_SP_SET: CONCRETE POST
 BH0886_STAMPING: GULFPORT 1930 1935 RESET 1969 1970
 BH0886_MARK LOGO: CGS   
 BH0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0886+STABILITY: SURFACE MOTION
 BH0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0886+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2008
 BH0886
 BH0886  HISTORY     - Date     Condition        Report By
 BH0886  HISTORY     - 1970     MONUMENTED       CGS
 BH0886  HISTORY     - 1970     GOOD             NGS
 BH0886  HISTORY     - 1971     GOOD             NGS
 BH0886  HISTORY     - 1974     GOOD             MSSU
 BH0886  HISTORY     - 1976     GOOD             NGS
 BH0886  HISTORY     - 1977     GOOD             NGS
 BH0886  HISTORY     - 19880815 GOOD             USPSQD
 BH0886  HISTORY     - 19921113 GOOD             MSHD
 BH0886  HISTORY     - 19990315 GOOD             NGS
 BH0886  HISTORY     - 20000615 GOOD             NGS
 BH0886  HISTORY     - 20070316 GOOD             MSSU
 BH0886  HISTORY     - 20080411 GOOD             LOWE
 BH0886
 BH0886                          STATION DESCRIPTION
 BH0886
 BH0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (LFS)
 BH0886'THE STATION WAS VISITED 11-20-70 AND THE STATION UNDERGROUND MARK
 BH0886'WAS FOUND IN GOOD CONITION.  THE STATION SURFACE MARK WAS ABOUT
 BH0886'6 INCHES OUT OF POSITION.  THE
 BH0886'SURFACE MARK WAS REPLACE OVER THE CENTER
 BH0886'OF THE UNDERGROUND DISK.  REFERENCE MARK NO. 2
 BH0886'WAS FOUND IN GOOD CONDITION,
 BH0886'AND REFERENCE MARK NO. 3 WAS FOUND WITH THE DISK POPED OFF THE
 BH0886'SHANK.  THE CENTER OF
 BH0886'THE SHANK WAS MEASURED TO AND A DIRECTION WAS ALSO TAKEN TO IT,
 BH0886'BOTH CHECKED SATISFACTERLY.
 BH0886'REFERENCE MARK NO. 4 SET BY THE LEVEL PARTY
 BH0886'WAS CUT IN AT THIS DATE.  THE STATION MARK,
 BH0886'R.M. NO. 2 AND 4 WERE ALL USED
 BH0886'AS BENCH MARKS, THE DESCRIPTIONS WRITEN BY THE LEVEL PARTY.  A
 BH0886'NEW DESCRIPTION
 BH0886'FOLLOWS-
 BH0886'THE STATION IS LOCATED IN THE
 BH0886'WEST SIDE OF GULFPORT, AT THE WEST
 BH0886'EDGE OF A CITY PARK, OPPOSITE THE INTERSECTION
 BH0886'OF 41ST STREET AND CENTRAL
 BH0886'AVE, AND ABOUT 0.15 MILE NORTH OF U.S. HIGHWAY 90.  IT IS 70.5
 BH0886'FEET EAST OF THE
 BH0886'CENTERLINE OF 41ST STREET, 51 FEET EAST OF A POWER POLE, 52.3 FEET
 BH0886'EAST OF THE EAST CURB OF
 BH0886'41ST STREET, 5 FEET SOUTH OF THE PROJECTED
 BH0886'CENTERLINE OF CENTRAL AVE, 1 FOOT SOUTHWEST
 BH0886'OF A METAL WITNESS POST AND
 BH0886'1 FOOT NORTHEAST OF ANOTHER WITNESS POST.  IT IS A
 BH0886'TRIANGULATION STATION
 BH0886'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3
 BH0886'INCHES.
 BH0886'
 BH0886'REFERENCE MARK NO. 2 IS 101.02 FEET WNW OF THE STATION IN THE
 BH0886'NORTHWEST QUADRANT
 BH0886'OF THE INTERSECTION OF 41 ST STREET AND CENTRAL AVE. 26 FEET
 BH0886'WEST OF THE CENTER OF 41ST
 BH0886'STREET, 48 FEET SOUTH OF A POWER POLE, 28
 BH0886'FEET NORTH OF THE CENTERLINE OF CENTRAL AVE.
 BH0886'50 FEET NORTH OF A FIRE
 BH0886'HYDRANT, 5.5 FEET WEST OF THE WEST CURB OF 41 ST STREET.  IT IS
 BH0886'A REFERENCE MARK DISK
 BH0886'SET IN A DRILL HOLE FLUSH WITH THE SIDEWALK.  IT IS STAMPED
 BH0886'GULFPORT NO 2 1930.
 BH0886'
 BH0886'REFERENCE MARK NO. 3 IS 77.25 FEET SOUTHWEST OF THE STATION, 26 FEET
 BH0886'EAST OF THE
 BH0886'CENTERLINE OF 41 ST STREET, 47 FEET SOUTH OF A POWER POLE,
 BH0886'67 FEET SOUTH OF THE PROJECTED
 BH0886'CENTERLINE OF CENTRAL AVE. AND 4 FEET EAST
 BH0886'OF THE EAST CURB OF 41ST STREET.  THE TOP OF THE
 BH0886'DISK IS GONE, THE CENTER
 BH0886'OF THE SHANK WAS USED.  THE IMPRINT OF THE DISK CAN BE SEEN PLAINLY
 BH0886'IN THE CONCRETE
 BH0886'SIDEWALK.
 BH0886'
 BH0886'REFERENCE MARK NO. 4 IS 74.80 FEET SOUTHWEST OF THE STATION, 28 FEET
 BH0886'EAST OF THE CENTER
 BH0886'OF 41ST STREET, 48 FEET SOUTH OF A POWER POLE, 67 FEET
 BH0886'SOUTH OF THE PROJECTED CENTERLINE OF
 BH0886'CENTRAL AVE.  IT IS A REFERENCE MARK
 BH0886'DISK, STAMPED GULFPORT 1930 1970 NO 4, SET IN THE TOP
 BH0886'OF A CONCRETE POST 1
 BH0886'INCH BELOW THE SURFACE OF THE GROUND.
 BH0886'
 BH0886'THERE WAS NO AZIMUTH MARK SET FOR THIS STATION AT THIS DATE.
 BH0886'
 BH0886'TO REACH THE STATION FROM THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0886'STATION IN
 BH0886'GULFPORT GO WEST ALONG THE RAILROAD TRUCKS FOR 0.9 MILE
 BH0886'THEN SOUTH ALONG 41ST STREET
 BH0886'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BH0886'
 BH0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT GULFPORT
 BH0886
 BH0886                          STATION RECOVERY (1970)
 BH0886
 BH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH0886'IN GULFPORT.
 BH0886'AT GULFPORT, ABOUT 0.9 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE
 BH0886'RAILROAD FROM THE UNION STATION, THENCE ABOUT 0.25 MILE SOUTH ALONG
 BH0886'41ST AVENUE, NEAR THE T JUNCTION OF CENTRAL STREET, ALONG THE WEST
 BH0886'EDGE OF THE CITY PARK, 71.4 FEET EAST OF THE CENTER OF THE JUNCTION OF
 BH0886'41ST AVENUE AND CENTRAL STREET, 50.8 FEET EAST OF THE EAST CURB FOR
 BH0886'THE AVENUE, 180.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 BH0886'BUILDING AT THE CITY PARK, 2 1/2 FEET SOUTH OF THE EXTENDED CENTER
 BH0886'LINE OF CENTRAL STREET, 101.6 FEET SOUTHEAST OF AND ACROSS THE AVENUE
 BH0886'FROM GULFPORT RM 2, 74.8 FEET NORTHEAST OF GULFPORT RM 4, 1.7 FEET
 BH0886'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 BH0886'POST PROJECTING 0.3 FOOT.  SEC 8, T 85, R 11W.
 BH0886
 BH0886                          STATION RECOVERY (1971)
 BH0886
 BH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0886'RECOVERED IN GOOD CONDITION.
 BH0886
 BH0886                          STATION RECOVERY (1974)
 BH0886
 BH0886'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (BK)
 BH0886'MARK STAMPED- GULFPORT NO 2 1930 GOOD,
 BH0886'GULFPORT 1930 NO 4
 BH0886'1970 GOOD,
 BH0886'GULFPORT 1930 RESET 1935 1969 1970
 BH0886'GOOD,
 BH0886'RM 3 SHANK GOOD,
 BH0886
 BH0886                          STATION RECOVERY (1976)
 BH0886
 BH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0886'RECOVERED IN GOOD CONDITION.
 BH0886
 BH0886                          STATION RECOVERY (1977)
 BH0886
 BH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RB)
 BH0886'RM 2, RM 4 WERE RECOVERED IN GOOD CONDITION.
 BH0886
 BH0886                          STATION RECOVERY (1988)
 BH0886
 BH0886'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0886'RECOVERED IN GOOD CONDITION.
 BH0886
 BH0886                          STATION RECOVERY (1992)
 BH0886
 BH0886'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BH0886'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST SOUTHWEST OF THE CENTER
 BH0886'OF GULFPORT, AT THE JUNCTION OF U.S. HIGHWAY 90 AND 41ST. AVENUE, IN
 BH0886'SECTION 8, T 8 S, R 11 W, IN A PARK OWNED BY THE CITY OF GULFPORT.
 BH0886'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 90 IN GULFPORT, GO
 BH0886'WEST ON U.S. HIGHWAY 90 FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OF
 BH0886'41ST. AVENUE ON THE RIGHT, TURN RIGHT AND GO NORTH ON 41ST AVENUE FOR
 BH0886'0.1 MI (0.2 KM) TO THE JUNCTION OF CENTRAL STREET ON THE LEFT AND
 BH0886'STATION ON THE RIGHT.
 BH0886'STATION MARK IS A STANDARD DISK, STAMPED---GULFPORT 1930 1935 RESET
 BH0886'1969 1970---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 4
 BH0886'INCHES.  IT IS 180.0 FT (54.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 BH0886'A BRICK BUILDING, 71.4 FT (21.8 M) EAST OF THE CENTER OF THE JUNCTION
 BH0886'OF 41ST. AVENUE AND CENTRAL STREET, 52.3 FT (15.9 M) EAST OF THE EAST
 BH0886'CURB OF 41ST. AVENUE, 15.5 FT (4.7 M) EAST OF A POWER POLE AND 5.0 FT
 BH0886'(1.5 M) SOUTH OF THE PROJECTED CENTERLINE OF CENTRAL STREET.
 BH0886
 BH0886                          STATION RECOVERY (1999)
 BH0886
 BH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BH0886'RECOVERED AS DESCRIBED BY R.G.  HAYES
 BH0886
 BH0886                          STATION RECOVERY (2000)
 BH0886
 BH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0886'RECOVERED AS DESCRIBED.
 BH0886
 BH0886                          STATION RECOVERY (2007)
 BH0886
 BH0886'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (RFH)
 BH0886'RECOVERED IN GOOD CONDITION.
 BH0886
 BH0886                          STATION RECOVERY (2008)
 BH0886
 BH0886'RECOVERY NOTE BY LOWE ENGINEERS 2008 (RW)
 BH0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0884 ***********************************************************************
 BH0884  DESIGNATION -  GULFPORT RM 2
 BH0884  PID         -  BH0884
 BH0884  STATE/COUNTY-  MS/HARRISON
 BH0884  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0884
 BH0884                         *CURRENT SURVEY CONTROL
 BH0884  ___________________________________________________________________
 BH0884* NAD 83(1986)-  30 21 40.     (N)    089 06 34.     (W)     SCALED    
 BH0884* NAVD 88     -         4.697  (meters)      15.41   (feet)  ADJUSTED  
 BH0884  ___________________________________________________________________
 BH0884  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BH0884  DYNAMIC HT  -           4.691 (meters)      15.39  (feet)  COMP
 BH0884  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0884
 BH0884  VERT ORDER  -  FIRST     CLASS I
 BH0884
 BH0884.The horizontal coordinates were scaled from a topographic map and have
 BH0884.an estimated accuracy of +/- 6 seconds.
 BH0884
 BH0884.The orthometric height was determined by differential leveling
 BH0884.and adjusted in June 1991.
 BH0884
 BH0884.The geoid height was determined by GEOID03.
 BH0884
 BH0884.The dynamic height is computed by dividing the NAVD 88
 BH0884.geopotential number by the normal gravity value computed on the
 BH0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0884.degrees latitude (g = 980.6199 gals.).
 BH0884
 BH0884.The modeled gravity was interpolated from observed gravity values.
 BH0884
 BH0884;                    North         East    Units  Estimated Accuracy
 BH0884;SPC MS E     -    95,480.      273,460.      MT  (+/- 180 meters Scaled)
 BH0884
 BH0884                          SUPERSEDED SURVEY CONTROL
 BH0884
 BH0884  NGVD 29 (??/??/??)    4.658  (m)           15.28   (f) ADJUSTED    1 1
 BH0884
 BH0884.Superseded values are not recommended for survey control.
 BH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0884.See file dsdata.txt to determine how the superseded data were derived.
 BH0884
 BH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU972606(NAD 83)
 BH0884_MARKER: DR = REFERENCE MARK DISK
 BH0884_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH0884_SP_SET: SIDEWALK
 BH0884_STAMPING: GULFPORT NO 2 1930
 BH0884_MARK LOGO: CGS   
 BH0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0884+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2007
 BH0884
 BH0884  HISTORY     - Date     Condition        Report By
 BH0884  HISTORY     - 1930     MONUMENTED       CGS
 BH0884  HISTORY     - 1968     GOOD             CGS
 BH0884  HISTORY     - 1976     GOOD             NGS
 BH0884  HISTORY     - 19770301 GOOD             MSSU
 BH0884  HISTORY     - 19811001 GOOD             MSSU
 BH0884  HISTORY     - 19880810 GOOD             MSHD
 BH0884  HISTORY     - 20050803 GOOD             NGS
 BH0884  HISTORY     - 20071123 GOOD             MSSU
 BH0884
 BH0884                          STATION DESCRIPTION
 BH0884
 BH0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0884'IN GULFPORT.
 BH0884'AT GULFPORT, ABOUT 0.9 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE
 BH0884'RAILROAD FROM THE UNION STATION, THENCE 0.25 MILE SOUTH ALONG 41ST
 BH0884'AVENUE, AT THE CITY PARK, NEAR THE JUNCTION OF THE AVENUE AND CENTRAL
 BH0884'STREET LEADING WEST, 28 FEET WEST OF THE CENTER LINE OF THE AVENUE, 29
 BH0884'FEET NORTH OF THE CENTER LINE OF THE STREET, 101.0 FEET NORTHWEST OF
 BH0884'AND ACROSS THE AVENUE FROM THE STATION MARK DESCRIBED, SET ON THE TOP
 BH0884'OF THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE AVENUE AND FLUSH
 BH0884'WITH THE TOP OF THE SIDEWALK.  SEC 8, T 8S, R 11W.
 BH0884
 BH0884                          STATION RECOVERY (1976)
 BH0884
 BH0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0884'RECOVERED IN GOOD CONDITION.
 BH0884
 BH0884                          STATION RECOVERY (1977)
 BH0884
 BH0884'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 BH0884'RECOVERED IN GOOD CONDITION.
 BH0884
 BH0884                          STATION RECOVERY (1981)
 BH0884
 BH0884'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0884'RECOVERED IN GOOD CONDITION.
 BH0884
 BH0884                          STATION RECOVERY (1988)
 BH0884
 BH0884'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH0884'MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST SOUTHWEST OF GULFPORT, IN
 BH0884'THE NORTHWEST QUADRANT OF THE JUNCTION OF 41ST AVENUE AND CENTRAL
 BH0884'STREET, IN A SIDE WALK ON THE NORTH SIDE OF CENTRAL STREET AND IS IN
 BH0884'SECTION 8, T 8S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 BH0884'49 AND 90 IN GULFPORT, GO WEST ON U.S. HIGHWAY 90 FOR 1.1 MI (1.8
 BH0884'KM) TO THE JUNCTION OF 41ST.  AVENUE ON THE RIGHT, TURN RIGHT AND GO
 BH0884'NORTH ON 41ST AVENUE FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT JUST
 BH0884'BEYOND CENTRAL STREET.  MARK IS A STANDARD DISK SET IN A DRILL HOLE
 BH0884'IN A CONCRETE SIDE WALK, 50 FT (15.2 M) NORTH OF A FIRE HYDRANT, 48
 BH0884'FT (14.6 M) SOUTH OF A POWER POLE, 28 FT (8.5 M) NORTH OF THE CENTER
 BH0884'OF CENTRAL STREET, 26 FT (7.9 M) WEST OF THE CENTER OF 41ST AVENUE
 BH0884'AND 5.5 FT (1.7 M) WEST OF THE WEST CURB OF 41ST AVENUE.
 BH0884
 BH0884                          STATION RECOVERY (2005)
 BH0884
 BH0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0884'RECOVERED IN GOOD CONDITION.
 BH0884
 BH0884                          STATION RECOVERY (2007)
 BH0884
 BH0884'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (MGW)
 BH0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3298 ***********************************************************************
 BH3298  DESIGNATION -  GULFPORT RM 3 SHANK
 BH3298  PID         -  BH3298
 BH3298  STATE/COUNTY-  MS/HARRISON
 BH3298  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH3298
 BH3298                         *CURRENT SURVEY CONTROL
 BH3298  ___________________________________________________________________
 BH3298* NAD 83(1986)-  30 21 40.     (N)    089 06 34.     (W)     SCALED    
 BH3298* NAVD 88     -         4.359  (meters)      14.30   (feet)  ADJUSTED  
 BH3298  ___________________________________________________________________
 BH3298  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BH3298  DYNAMIC HT  -           4.353 (meters)      14.28  (feet)  COMP
 BH3298  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH3298
 BH3298  VERT ORDER  -  SECOND    CLASS II
 BH3298
 BH3298.The horizontal coordinates were scaled from a topographic map and have
 BH3298.an estimated accuracy of +/- 6 seconds.
 BH3298
 BH3298.The orthometric height was determined by differential leveling
 BH3298.and adjusted in May 1996.
 BH3298
 BH3298.The geoid height was determined by GEOID03.
 BH3298
 BH3298.The dynamic height is computed by dividing the NAVD 88
 BH3298.geopotential number by the normal gravity value computed on the
 BH3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3298.degrees latitude (g = 980.6199 gals.).
 BH3298
 BH3298.The modeled gravity was interpolated from observed gravity values.
 BH3298
 BH3298;                    North         East    Units  Estimated Accuracy
 BH3298;SPC MS E     -    95,480.      273,460.      MT  (+/- 180 meters Scaled)
 BH3298
 BH3298                          SUPERSEDED SURVEY CONTROL
 BH3298
 BH3298.No superseded survey control is available for this station.
 BH3298
 BH3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU972606(NAD 83)
 BH3298_MARKER: Z = SEE DESCRIPTION
 BH3298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH3298_SP_SET: SIDEWALK
 BH3298_MARK LOGO: NONE  
 BH3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH3298
 BH3298  HISTORY     - Date     Condition        Report By
 BH3298  HISTORY     - UNK      MONUMENTED       MSHD
 BH3298
 BH3298                          STATION DESCRIPTION
 BH3298
 BH3298'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT UNK
 BH3298'MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST SOUTHWEST OF GULFPORT, AT
 BH3298'THE JUNCTION OF 41ST AVENUE AND CENTRAL STREET AND IS IN SECTION 8, T
 BH3298'8S, R 11W.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 90 IN
 BH3298'GULFPORT, GO WEST ON U.S. HIGHWAY 90 FOR 1.1 MI (1.8 KM) TO THE
 BH3298'JUNCTION OF 41ST AVENUE ON THE RIGHT , TURN RIGHT AND GO NORTH ON
 BH3298'41ST AVENUE FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT.  MARK IS A
 BH3298'DISK SHANK SET IN A DRILL HOLE IN A CONCRETE SIDE WALK, 67 FT (20.4
 BH3298'M) SOUTH OF THE PROJECTED CENTER OF CENTRAL STREET, 47 FT (14.3 M)
 BH3298'SOUTH OF A POWER POLE, 26 FT (7.9 M) EAST OF THE CENTER OF 41ST
 BH3298'AVENUE AND 4 FT (1.2 M) EAST OF THE EAST CURB OF 41ST AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0888 ***********************************************************************
 BH0888  DESIGNATION -  GULFPORT RM 4
 BH0888  PID         -  BH0888
 BH0888  STATE/COUNTY-  MS/HARRISON
 BH0888  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH0888
 BH0888                         *CURRENT SURVEY CONTROL
 BH0888  ___________________________________________________________________
 BH0888* NAD 83(1986)-  30 21 40.     (N)    089 06 34.     (W)     SCALED    
 BH0888* NAVD 88     -         4.331  (meters)      14.21   (feet)  ADJUSTED  
 BH0888  ___________________________________________________________________
 BH0888  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BH0888  DYNAMIC HT  -           4.325 (meters)      14.19  (feet)  COMP
 BH0888  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BH0888
 BH0888  VERT ORDER  -  FIRST     CLASS I
 BH0888
 BH0888.The horizontal coordinates were scaled from a topographic map and have
 BH0888.an estimated accuracy of +/- 6 seconds.
 BH0888
 BH0888.The orthometric height was determined by differential leveling
 BH0888.and adjusted in June 1991.
 BH0888
 BH0888.The geoid height was determined by GEOID03.
 BH0888
 BH0888.The dynamic height is computed by dividing the NAVD 88
 BH0888.geopotential number by the normal gravity value computed on the
 BH0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0888.degrees latitude (g = 980.6199 gals.).
 BH0888
 BH0888.The modeled gravity was interpolated from observed gravity values.
 BH0888
 BH0888;                    North         East    Units  Estimated Accuracy
 BH0888;SPC MS E     -    95,480.      273,460.      MT  (+/- 180 meters Scaled)
 BH0888
 BH0888                          SUPERSEDED SURVEY CONTROL
 BH0888
 BH0888  NGVD 29 (??/??/??)    4.292  (m)           14.08   (f) ADJUSTED    1 1
 BH0888
 BH0888.Superseded values are not recommended for survey control.
 BH0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0888.See file dsdata.txt to determine how the superseded data were derived.
 BH0888
 BH0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU972606(NAD 83)
 BH0888_MARKER: DR = REFERENCE MARK DISK
 BH0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0888_SP_SET: CONCRETE POST
 BH0888_STAMPING: GULFPORT 1930 1970 NO 4
 BH0888_MARK LOGO: NGS   
 BH0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0888+STABILITY: SURFACE MOTION
 BH0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0888+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 BH0888
 BH0888  HISTORY     - Date     Condition        Report By
 BH0888  HISTORY     - 1970     MONUMENTED       NGS
 BH0888  HISTORY     - 1976     GOOD             NGS
 BH0888  HISTORY     - 19770301 GOOD             MSSU
 BH0888  HISTORY     - 19811001 GOOD             MSSU
 BH0888  HISTORY     - 19880810 GOOD             MSHD
 BH0888  HISTORY     - 19880815 MARK NOT FOUND   USPSQD
 BH0888  HISTORY     - 20050803 GOOD             NGS
 BH0888
 BH0888                          STATION DESCRIPTION
 BH0888
 BH0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0888'1.15 MI SW FROM GULFPORT.
 BH0888'ABOUT 0.9 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0888'THE UNION STATION AT GULFPORT, THENCE 0.25 MILE SOUTH ALONG 41ST
 BH0888'AVENUE, AT THE CITY PARK, NEAR THE JUNCTION OF THE AVENUE AND CENTRAL
 BH0888'STREET, 0.1 MILE NORTH OF THE JUNCTION OF THE AVENUE AND U.S. HIGHWAY
 BH0888'90, 29 FEET EAST OF THE CENTER LINE OF THE AVENUE, 66 FEET SOUTH OF
 BH0888'THE EXTENDED CENTER LINE OF CENTRAL STREET, 72 FEET EAST-SOUTHEAST AND
 BH0888'ACROSS THE AVENUE FROM A FIRE HYDRANT, 0.8 FOOT EAST OF THE EAST EDGE
 BH0888'OF A SIDEWALK ON THE EAST SIDE OF THE AVENUE, 107.3 FEET SOUTHEAST AND
 BH0888'ACROSS THE AVENUE FROM GULFPORT RM 2, 74.83 FEET SOUTHWEST OF
 BH0888'TRIANGULATION STATION GULFPORT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BH0888'AVENUE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 BH0888'SURFACE OF THE GROUND.  SECTION 8, T 8S, R 11W.
 BH0888
 BH0888                          STATION RECOVERY (1976)
 BH0888
 BH0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0888'RECOVERED IN GOOD CONDITION.
 BH0888
 BH0888                          STATION RECOVERY (1977)
 BH0888
 BH0888'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 BH0888'RECOVERED IN GOOD CONDITION.
 BH0888
 BH0888                          STATION RECOVERY (1981)
 BH0888
 BH0888'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 BH0888'RECOVERED IN GOOD CONDITION.
 BH0888
 BH0888                          STATION RECOVERY (1988)
 BH0888
 BH0888'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 BH0888'MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST SOUTHWEST OF GULFPORT, AT
 BH0888'THE JUNCTION OF 41ST AVENUE AND CENTRAL STREET, ON THE WEST SIDE OF
 BH0888'THE CITY PARK AND IS IN SECTION 8, T 8S, R 11W.  TO REACH FROM THE
 BH0888'JUNCTION OF U.S. HIGHWAYS 49 AND 90 IN GULFPORT, GO WEST ON U.S.
 BH0888'HIGHWAY 90 FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF 41ST.  AVENUE ON
 BH0888'THE RIGHT, TURN RIGHT AND GO NORTH ON 41ST AVENUE FOR 0.1 MI (0.2 KM)
 BH0888'TO THE MARK ON THE RIGHT MARK IS A STANDARD DISK SET IN THE TOP OF A
 BH0888'ROUND CONCRETE POST ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF THE AVENUE
 BH0888'AND IS ABOUT 1 INCH BELOW THE GROUND, 72 FT (21.9 M) EAST SOUTHEAST
 BH0888'AND ACROSS THE AVENUE FROM A FIRE HYDRANT, 67 FT (20.4 M) SOUTH OF
 BH0888'THE PROJECTED CENTER OF CENTRAL STREET, 48 FT (14.6 M) SOUTH OF A
 BH0888'POWER POLE, 28 FT (8.5 M) EAST OF THE CENTER OF 41ST AVENUE AND 0.8
 BH0888'FT (0.2 M) EAST OF THE EAST EDGE OF A SIDEWALK.
 BH0888
 BH0888                          STATION RECOVERY (1988)
 BH0888
 BH0888'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH0888'MARK NOT FOUND.
 BH0888
 BH0888                          STATION RECOVERY (2005)
 BH0888
 BH0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0888'N302139.5 W0890635.0 66.0FT S. OF PROJECTED CL OF CENTRAL ST. 15.5 FT
 BH0888'SSW OF WOOD PWR POLE. 29.0 FT E. OF CL OF 41ST AVE. 8.8 FT E. OF FACE
 BH0888'OF RAISED CURB ON E. SIDE OF 41ST AVE. 85.0 FT N OF N-MOST OF 2
 BH0888'CONC-FILLED STEEL GATE POSTS ON E. SIDE OF SIDEWALK. 74.9 FT SW OF
 BH0888'GULFPORT RESET. BURIED 0.15 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1895 ***********************************************************************
 BH1895  DESIGNATION -  GULFPORT TANK
 BH1895  PID         -  BH1895
 BH1895  STATE/COUNTY-  MS/HARRISON
 BH1895  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH1895
 BH1895                         *CURRENT SURVEY CONTROL
 BH1895  ___________________________________________________________________
 BH1895* NAD 83(1993)-  30 22 19.97832(N)    089 05 39.30388(W)     NO CHECK  
 BH1895* NAVD 88     -              **(meters)            **(feet)            
 BH1895  ___________________________________________________________________
 BH1895  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BH1895  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BH1895  HORZ ORDER  -  THIRD
 BH1895
 BH1895.The horizontal coordinates were established by classical geodetic methods
 BH1895.and adjusted by the National Geodetic Survey in May 1994.
 BH1895.No horizontal observational check was made to the station.
 BH1895
 BH1895
 BH1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1895
 BH1895.The geoid height was determined by GEOID03.
 BH1895
 BH1895;                    North         East     Units Scale Factor Converg.
 BH1895;SPC MS E     -    96,710.406   274,920.708   MT  0.99995776   -0 07 54.9
 BH1895;SPC MS E     -   317,290.72    901,969.02   sFT  0.99995776   -0 07 54.9
 BH1895;UTM  16      - 3,361,891.266   298,750.301   MT  1.00009968   -1 03 33.3
 BH1895
 BH1895                          SUPERSEDED SURVEY CONTROL
 BH1895
 BH1895  NAD 83(1993)-  30 22 19.99198(N)    089 05 39.29150(W) AD(       ) 4
 BH1895  NAD 83(1986)-  30 22 19.98450(N)    089 05 39.28907(W) AD(       ) 4
 BH1895
 BH1895.Superseded values are not recommended for survey control.
 BH1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1895.See file dsdata.txt to determine how the superseded data were derived.
 BH1895
 BH1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9875061891(NAD 83)
 BH1895_MARKER: 51 = TANK
 BH1895
 BH1895  HISTORY     - Date     Condition        Report By
 BH1895  HISTORY     - UNK      FIRST OBSERVED
 BH1895  HISTORY     - 1986     GOOD             NOS
 BH1895
 BH1895                          STATION DESCRIPTION
 BH1895
 BH1895'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH1895'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2587 ***********************************************************************
 BH2587  DESIGNATION -  GULFPORT US HOSP NO 74 STACK
 BH2587  PID         -  BH2587
 BH2587  STATE/COUNTY-  MS/HARRISON
 BH2587  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2587
 BH2587                         *CURRENT SURVEY CONTROL
 BH2587  ___________________________________________________________________
 BH2587* NAD 83(1993)-  30 22 44.61516(N)    089 03 15.69665(W)     ADJUSTED  
 BH2587* NAVD 88     -              **(meters)            **(feet)            
 BH2587  ___________________________________________________________________
 BH2587  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BH2587  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH2587  HORZ ORDER  -  THIRD
 BH2587
 BH2587.The horizontal coordinates were established by classical geodetic methods
 BH2587.and adjusted by the National Geodetic Survey in May 1994.
 BH2587
 BH2587
 BH2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2587
 BH2587.The geoid height was determined by GEOID03.
 BH2587
 BH2587;                    North         East     Units Scale Factor Converg.
 BH2587;SPC MS E     -    97,460.886   278,756.493   MT  0.99995557   -0 06 42.4
 BH2587;SPC MS E     -   319,752.92    914,553.59   sFT  0.99995557   -0 06 42.4
 BH2587;UTM  16      - 3,362,579.656   302,598.244   MT  1.00008075   -1 02 21.4
 BH2587
 BH2587                          SUPERSEDED SURVEY CONTROL
 BH2587
 BH2587  NAD 83(1993)-  30 22 44.63118(N)    089 03 15.68886(W) AD(       ) 4
 BH2587  NAD 83(1986)-  30 22 44.63484(N)    089 03 15.68252(W) AD(       ) 4
 BH2587  NAD 27      -  30 22 43.92600(N)    089 03 15.54500(W) AD(       ) 3
 BH2587
 BH2587.Superseded values are not recommended for survey control.
 BH2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2587.See file dsdata.txt to determine how the superseded data were derived.
 BH2587
 BH2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0259862580(NAD 83)
 BH2587_MARKER: 63 = STACK
 BH2587
 BH2587  HISTORY     - Date     Condition        Report By
 BH2587  HISTORY     - 1930     FIRST OBSERVED   CGS
 BH2587  HISTORY     - 1946     GOOD             CGS
 BH2587  HISTORY     - 1950     GOOD             CGS
 BH2587  HISTORY     - 1964     GOOD             CGS
 BH2587  HISTORY     - 1967     GOOD             CGS
 BH2587  HISTORY     - 1972     GOOD             MSHD
 BH2587  HISTORY     - 1975     GOOD             NGS
 BH2587  HISTORY     - 1979     GOOD             NGS
 BH2587  HISTORY     - 1986     GOOD             NOS
 BH2587  HISTORY     - 19870618 GOOD             USPSQD
 BH2587
 BH2587                          STATION DESCRIPTION
 BH2587
 BH2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2587'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS THE BRICK STACK,
 BH2587'120 FEET HIGH, ON THE GROUNDS OF THE U.S. VETRANS HOSPITAL LOCATED
 BH2587'APPROXIMATELY 3 MILES EAST OF GULFPORT ON U.S. HIGHWAY 90.
 BH2587
 BH2587                          STATION RECOVERY (1950)
 BH2587
 BH2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2587'STATION WAS RECOVERED IN GOOD CONDITION.  NO ORIGINAL DESCRIPTION.
 BH2587'
 BH2587'NEW DESCRIPTION FOLLOWS-
 BH2587'
 BH2587'STATION IS LOCATED IN THE E PART OF GULFPORT, AT THE U.S. VETERANS
 BH2587'HOSPITAL.
 BH2587'
 BH2587'STATION IS A YELLOW BRICK STACK AT THE E END OF THE MOST NW BUILDING
 BH2587'ON THE RESERVATION.
 BH2587'
 BH2587'THE STACK IS APPROXIMATELY 150 FEET HIGH.
 BH2587'
 BH2587'TO REACH FROM THE POST OFFICE IN GULFPORT, PROCEED E ON U.S. HIGHWAY
 BH2587'90 FOR 2.5 MILES TO THE VETRANS HOSPITAL AND THE STATION.
 BH2587
 BH2587                          STATION RECOVERY (1964)
 BH2587
 BH2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 BH2587'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 BH2587
 BH2587                          STATION RECOVERY (1967)
 BH2587
 BH2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2587'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 BH2587
 BH2587                          STATION RECOVERY (1972)
 BH2587
 BH2587'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2587'THE STATION WAS VISITED 7-21-72 AND WAS FOUND TO BE IN GOOD
 BH2587'CONDITION.
 BH2587'
 BH2587'THE STATION IS LOCATED 2.6 MILES EAST-NORTHEAST OF GULFPORT AT
 BH2587'THE NORTHWEST CORNER OF THE GROUND OF THE VETERANS ADMINISTRATION
 BH2587'HOSPITAL BY AND NEAR THE CENTER OF THE EAST WALL OF THE HEATING
 BH2587'PLANT JUST NORTH OF THE LAUNDRY ABOUT 150 FEET SOUTH OF THE L AND
 BH2587'N RAILROAD TRACK.  IT IS A YELLOW BRICK STACK, 120 FEET HIGH WITH
 BH2587'RED LIGHTS PLACED IN THREE DIFFERENT DIRECTIONS NEAR THE TOP.
 BH2587'
 BH2587'TO REACH THE STATION FROM THE GULFPORT HIGH SCHOOL IN GULFPORT
 BH2587'GO EAST ON 2ND STREET FOR 2 MILES TO THE ENTRANCE TO THE WEST
 BH2587'SIDE OF THE VETERANS HOSPITAL GROUNDS.  CONTINUE EAST ON A
 BH2587'CONCRETE STREET FOR ABOUT 100 YARDS TO THE STACK ABOUT 150 FEET
 BH2587'NORTH OF THE CENTER OF THE STREET.
 BH2587'
 BH2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2587'2.6 MILES EAST-NORTHEAST OF GULFPORT.
 BH2587
 BH2587                          STATION RECOVERY (1975)
 BH2587
 BH2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 BH2587'RECOVERED AS DESCRIBED.
 BH2587'
 BH2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES EAST OF
 BH2587'GULFPORT.
 BH2587
 BH2587                          STATION RECOVERY (1979)
 BH2587
 BH2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 BH2587'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH2587'
 BH2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2587'2.6 MI ENE OF GULFPORT.
 BH2587
 BH2587                          STATION RECOVERY (1986)
 BH2587
 BH2587'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH2587'THE STATION WAS RECOVERED AT THIS DATE.
 BH2587
 BH2587                          STATION RECOVERY (1987)
 BH2587
 BH2587'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2579 ***********************************************************************
 BH2579  DESIGNATION -  GULFPORT WALCOTT CAMPBELL TANK
 BH2579  PID         -  BH2579
 BH2579  STATE/COUNTY-  MS/HARRISON
 BH2579  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2579
 BH2579                         *CURRENT SURVEY CONTROL
 BH2579  ___________________________________________________________________
 BH2579* NAD 83(1993)-  30 22 58.53381(N)    089 05 49.90909(W)     ADJUSTED  
 BH2579* NAVD 88     -              **(meters)            **(feet)            
 BH2579  ___________________________________________________________________
 BH2579  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BH2579  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BH2579  HORZ ORDER  -  THIRD
 BH2579
 BH2579.The horizontal coordinates were established by classical geodetic methods
 BH2579.and adjusted by the National Geodetic Survey in May 1994.
 BH2579
 BH2579
 BH2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2579
 BH2579.The geoid height was determined by GEOID03.
 BH2579
 BH2579;                    North         East     Units Scale Factor Converg.
 BH2579;SPC MS E     -    97,898.290   274,640.314   MT  0.99995793   -0 08 00.4
 BH2579;SPC MS E     -   321,187.97    901,049.10   sFT  0.99995793   -0 08 00.4
 BH2579;UTM  16      - 3,363,083.704   298,489.135   MT  1.00010098   -1 03 39.9
 BH2579
 BH2579                          SUPERSEDED SURVEY CONTROL
 BH2579
 BH2579  NAD 83(1986)-  30 22 58.54770(N)    089 05 49.89967(W) AD(       ) 4
 BH2579  NAD 27      -  30 22 57.83900(N)    089 05 49.76300(W) AD(       ) 3
 BH2579
 BH2579.Superseded values are not recommended for survey control.
 BH2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2579.See file dsdata.txt to determine how the superseded data were derived.
 BH2579
 BH2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9848963084(NAD 83)
 BH2579_MARKER: 53 = ELEVATED TANK
 BH2579
 BH2579  HISTORY     - Date     Condition        Report By
 BH2579  HISTORY     - 1930     FIRST OBSERVED   CGS
 BH2579  HISTORY     - 1950     GOOD             CGS
 BH2579  HISTORY     - 1958     GOOD             CGS
 BH2579  HISTORY     - 1964     GOOD             CGS
 BH2579  HISTORY     - 1967     GOOD             CGS
 BH2579  HISTORY     - 1970     GOOD             NGS
 BH2579  HISTORY     - 1972     GOOD             MSHD
 BH2579
 BH2579                          STATION DESCRIPTION
 BH2579
 BH2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2579'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-
 BH2579'
 BH2579'STATION IS LOCATED IN THE N PORT OF GULFPORT, AT THE MAC SMITH
 BH2579'GARMENT COMPANY.  THE WALLCOTT AND CAMPBELL COTTON MILL IS NO
 BH2579'LONGER IN OPERATION.
 BH2579'
 BH2579'TO REACH FROM THE POST OFFICE IN GULFPORT, PROCEED N ON TWENTY-FIFTH
 BH2579'AVENUE (U.S. HIGHWAY 49) 1.1 MILES TO TWENTY-EIGHTH STREET.  TURN W
 BH2579'(LEFT) AND PROCEED 0.2 MILE TO MAC SMITH GARMENT COMPANY AND THE
 BH2579'STATION.
 BH2579'
 BH2579'STATION IS THE WATER TANK OF THIS COMPANY AND IS 92 FEET S OF THE SE
 BH2579'CORNER OF THE MAIN BUILDING, 215 FEET E OF A N-S STREET, 115 FEET
 BH2579'NW OF THE SW CORNER OF A WAREHOUSE, AND 30 FEET S OF THE SE CORNER OF
 BH2579'THE PUMPHOUSE.  THE TANK IS 117.5 FEET HIGH.
 BH2579
 BH2579                          STATION RECOVERY (1958)
 BH2579
 BH2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2579'RECOVERED AS DESCRIBED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 BH2579'ADEQUATE.
 BH2579
 BH2579                          STATION RECOVERY (1964)
 BH2579
 BH2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 BH2579'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 BH2579
 BH2579                          STATION RECOVERY (1967)
 BH2579
 BH2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2579'STATION RECOVERED IN GOOD CONDITION
 BH2579
 BH2579                          STATION RECOVERY (1970)
 BH2579
 BH2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2579'RECOVERED.  RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.L.G. IN
 BH2579'1930.
 BH2579'
 BH2579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2579'GULFPORT, MISSISSIPPI.
 BH2579
 BH2579                          STATION RECOVERY (1972)
 BH2579
 BH2579'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2579'THE STATION WAS VISITED 7-21-72 AND WAS FOUND IN GOOD
 BH2579'CONDITION.  (NOTE-THE TANK IS FORMERLY THE GULFPORT, WALLCOTT
 BH2579'AND CAMPBELL COTTON MILL TANK.)
 BH2579'
 BH2579'THE STATION IS LOCATED 1.3 MILES NORTH-NORTHWEST OF GULFPORT
 BH2579'NEAR THE SOUTHEAST CORNER OF THE GROUNDS ON THE GULFPORT
 BH2579'INTERNATIONAL WAREHOUSE COMPANY.  IT IS A HEMISPHERICAL BOTTOM
 BH2579'AND CONICAL TOP TYPE TANK ATOP A FOUR LEGGED STEEL STRUCTURE
 BH2579'SILVER IN COLOR AND IS 117.5 FEET HIGH.  IT IS 215 FEET EAST OF
 BH2579'THE CENTER OF A BLACK TOP STREET, 92 FEET SOUTH OF THE SOUTHEAST
 BH2579'CORNER OF THE MAIN BUILDING, 115 FEET NORTHWEST OF THE
 BH2579'SOUTHWEST CORNER OF A WAREHOUSE AND 30 FEET SOUTH OF THE
 BH2579'SOUTHEAST CORNER OF THE PUMPHOUSE.
 BH2579'
 BH2579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH2579'U.S. HIGHWAY 90 IN GULFPORT GO NORTH ON U.S. HIGHWAY 49 FOR 1.3
 BH2579'MILES TO THE INTERSECTION OF 28TH STREET.  TURN LEFT AND GO WEST
 BH2579'ON 28TH STREET FOR 0.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 BH2579'GO SOUTH ON A BLACK TOP STREET FOR ABOUT 100 YARDS TO THE TANK ON
 BH2579'THE LEFT.
 BH2579'
 BH2579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2579'1.3 MILES NORTH-NORTHWEST OF GULFPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2597 ***********************************************************************
 BH2597  DESIGNATION -  GULFPORT WEST PIER TANK
 BH2597  PID         -  BH2597
 BH2597  STATE/COUNTY-  MS/HARRISON
 BH2597  USGS QUAD   -  GULFPORT SOUTH (1994)
 BH2597
 BH2597                         *CURRENT SURVEY CONTROL
 BH2597  ___________________________________________________________________
 BH2597* NAD 83(1993)-  30 21 30.66642(N)    089 05 43.35529(W)     ADJUSTED  
 BH2597* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2597  ___________________________________________________________________
 BH2597  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BH2597  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BH2597  HORZ ORDER  -  THIRD
 BH2597
 BH2597.The horizontal coordinates were established by classical geodetic methods
 BH2597.and adjusted by the National Geodetic Survey in May 1994.
 BH2597
 BH2597.The orthometric height was scaled from a topographic map.
 BH2597
 BH2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2597
 BH2597.The geoid height was determined by GEOID03.
 BH2597
 BH2597;                    North         East     Units Scale Factor Converg.
 BH2597;SPC MS E     -    95,192.210   274,809.025   MT  0.99995783   -0 07 56.8
 BH2597;SPC MS E     -   312,309.78    901,602.61   sFT  0.99995783   -0 07 56.8
 BH2597;UTM  16      - 3,360,374.860   298,614.048   MT  1.00010036   -1 03 33.8
 BH2597
 BH2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2597!SPC MS E     -   1.00000439  x   0.99995783  =   0.99996222
 BH2597!UTM  16      -   1.00000439  x   1.00010036  =   1.00010475
 BH2597
 BH2597:                Primary Azimuth Mark                     Grid Az
 BH2597:SPC MS E     -  WHARF 2                                  118 11 50.3
 BH2597:UTM  16      -  WHARF 2                                  119 07 27.3
 BH2597
 BH2597|---------------------------------------------------------------------|
 BH2597| PID    Reference Object                     Distance      Geod. Az  |
 BH2597|                                                           dddmmss.s |
 BH2597| BH2601 WHARF 2                             APPROX. 1.1 KM 1180353.5 |
 BH2597| BH2594 GULFPORT RANGE REAR LIGHT           APPROX. 0.7 KM 3595818.7 |
 BH2597|---------------------------------------------------------------------|
 BH2597
 BH2597                          SUPERSEDED SURVEY CONTROL
 BH2597
 BH2597  NAD 83(1986)-  30 21 30.68276(N)    089 05 43.34653(W) AD(       ) 3
 BH2597  NAD 27      -  30 21 29.96900(N)    089 05 43.20800(W) AD(       ) 3
 BH2597
 BH2597.Superseded values are not recommended for survey control.
 BH2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2597.See file dsdata.txt to determine how the superseded data were derived.
 BH2597
 BH2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU9861460375(NAD 83)
 BH2597_MARKER: 51 = TANK
 BH2597
 BH2597  HISTORY     - Date     Condition        Report By
 BH2597  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2597  HISTORY     - 1946     GOOD             CGS
 BH2597  HISTORY     - 1950     GOOD             CGS
 BH2597  HISTORY     - 1967     GOOD             CGS
 BH2597  HISTORY     - 1970     GOOD             NGS
 BH2597  HISTORY     - 1972     GOOD             MSHD
 BH2597  HISTORY     - 1973     GOOD             NGS
 BH2597  HISTORY     - 19870618 MARK NOT FOUND   USPSQD
 BH2597  HISTORY     - 20041211 MARK NOT FOUND   INDIV
 BH2597
 BH2597                          STATION DESCRIPTION
 BH2597
 BH2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCW)
 BH2597'FINIAL OF WATER TANK, ALUMINUM COLORED, ON W PIER, NOW OCCUPIED BY
 BH2597'U.S. NAVY.  ONE OF THE MOST CONSPICUOUS LANDMARKS IN THE TOWN.
 BH2597'RECOMMENDATION BEING MADE TO CHART THIS TANK.
 BH2597
 BH2597                          STATION RECOVERY (1946)
 BH2597
 BH2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BH2597'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BH2597
 BH2597                          STATION RECOVERY (1950)
 BH2597
 BH2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2597'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 BH2597'INADEQUATE.  THE U.S. NAVY NO LONGER OCCUPIES THE PIER.  A NEW
 BH2597'DESCRIPTION FOLLOWS-
 BH2597'
 BH2597'STATION IS LOCATED DIRECTLY OPPOSITE DOWNTOWN GULFPORT ON THE W PIER
 BH2597'AND DIRECTLY BEHIND THE OFFICE BUILDING OF THE PORT OF GULFPORT
 BH2597'HARBOR FACILITIES, 45 FEET S OF THE S OFFICE WALL, AND 63 FEET W OF
 BH2597'THE CENTER LINE OF A RAILROAD SPUR.
 BH2597'
 BH2597'THE STATION IS THE FINIAL OF THE WATER TANK OF THE PORT OF GULFPORT.
 BH2597'THE TANK IS ALUMINUM-COLORED WITH THE WORDS PORT OF GULFPORT
 BH2597'PAINTED AROUND THE SIDES OF THE TANK AND IS 118.0 FEET HIGH.
 BH2597
 BH2597                          STATION RECOVERY (1967)
 BH2597
 BH2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WRC)
 BH2597'STATION RECOVERED AS DESCRIBED BY G.E.M. 1950
 BH2597
 BH2597                          STATION RECOVERY (1970)
 BH2597
 BH2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2597'RECOVERED.  RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.E.M. IN
 BH2597'1950.
 BH2597'
 BH2597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2597'GULFPORT, MISSISSIPPI.
 BH2597
 BH2597                          STATION RECOVERY (1972)
 BH2597
 BH2597'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2597'THE STATION WAS VISITED 7-21-72 AND WAS FOUND TO BE IN GOOD
 BH2597'CONDITION.
 BH2597'
 BH2597'THE STATION IS LOCATED 0.5 MILES SOUTHWEST OF GULFPORT ON THE
 BH2597'WEST PIER OF THE PORT OF GULFPORT FACILITY ABOUT 200 FEET NORTH
 BH2597'OF A GROUP OF WAREHOUSES ON THE EAST SIDE OF THE PIER.  (NOTE-A
 BH2597'NEWER TANK HAS BEEN BUILD NEAR THE SOUTH END OF THE PIER.) IT IS
 BH2597'A HEMISPHERICAL BOTTOM AND CONICAL TOP TYPE TANK ATOP A FOUR
 BH2597'LEGGED STEEL STRUCTURE SILVER IN COLOR WITH THE WORDS PORT OF
 BH2597'GULFPORT IN BLACK LETTERS ON THE NORTH SIDE.  THE TOP IS
 BH2597'PAINTED RED AND WHITE AND IS 118 FEET HIGH.  THE FINAL WAS THE
 BH2597'POINT OBSERVED.  (NOTE-THE PORT AUTHORITY STATED THAT THE
 BH2597'TANK SHIFTED ON ONE OF THE LEGS ABOUT 1-1/2 INCHES WHEN
 BH2597'HURRICANE CAMILLE STRUCK THE AREA.
 BH2597'
 BH2597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND
 BH2597'U.S. HIGHWAY 90 IN GULFPORT GO WEST ON U.S. HIGHWAY 90 FOR 0.35
 BH2597'MILES TO THE INTERSECTION OF 30TH AVENUE AND THE MISSISSIPPI
 BH2597'POWER CO. OFFICE ON THE RIGHT.  TURN LEFT AND GO SOUTH ON A
 BH2597'CONCRETE STREET FOR 0.4 MILES TO THE TANK ON THE LEFT JUST BEYOND
 BH2597'A CYCLONE FENCE AND A GUARD HOUSE ON THE RIGHT.
 BH2597'
 BH2597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2597'0.5 MILES SOUTHWEST OF GULFPORT.
 BH2597
 BH2597                          STATION RECOVERY (1973)
 BH2597
 BH2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDO)
 BH2597'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 BH2597'G.E.M. IN 1950.  IT IS STILL ALUMINUM-COLORED, BUT THE CONED ROOF
 BH2597'IS RED AND WHITE SECTIONED.
 BH2597
 BH2597                          STATION RECOVERY (1987)
 BH2597
 BH2597'RECOVERY NOTE BY US POWER SQUADRON 1987 (LHL)
 BH2597'MARK NOT FOUND.
 BH2597
 BH2597                          STATION RECOVERY (2004)
 BH2597
 BH2597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MRH)
 BH2597'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1680 ***********************************************************************
 BV1680  DESIGNATION -  GULLY
 BV1680  PID         -  BV1680
 BV1680  STATE/COUNTY-  MS/LAMAR
 BV1680  USGS QUAD   -  PINEBUR (1982)
 BV1680
 BV1680                         *CURRENT SURVEY CONTROL
 BV1680  ___________________________________________________________________
 BV1680* NAD 83(1993)-  31 14 22.98701(N)    089 38 10.52408(W)     ADJUSTED  
 BV1680* NAVD 88     -       123.16   (+/-2cm)     404.1    (feet)  VERTCON   
 BV1680  ___________________________________________________________________
 BV1680  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BV1680  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV1680  HORZ ORDER  -  SECOND
 BV1680  VERT ORDER  -  THIRD ? (See Below)
 BV1680
 BV1680.The horizontal coordinates were established by classical geodetic methods
 BV1680.and adjusted by the National Geodetic Survey in May 1994.
 BV1680
 BV1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1680.The vertical order pertains to the NGVD 29 superseded value.
 BV1680
 BV1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1680
 BV1680.The geoid height was determined by GEOID03.
 BV1680
 BV1680;                    North         East     Units Scale Factor Converg.
 BV1680;SPC MS E     -   193,131.331   223,512.552   MT  1.00002213   -0 24 59.2
 BV1680;SPC MS E     -   633,631.71    733,307.43   sFT  1.00002213   -0 24 59.2
 BV1680;SPC MS W     -   193,062.874   766,404.114   MT  1.00000437   +0 21 41.5
 BV1680;SPC MS W     -   633,407.11  2,514,444.16   sFT  1.00000437   +0 21 41.5
 BV1680;UTM  16      - 3,459,166.303   248,917.491   MT  1.00037767   -1 22 04.6
 BV1680
 BV1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1680!SPC MS E     -   0.99998490  x   1.00002213  =   1.00000703
 BV1680!SPC MS W     -   0.99998490  x   1.00000437  =   0.99998927
 BV1680!UTM  16      -   0.99998490  x   1.00037767  =   1.00036257
 BV1680
 BV1680|---------------------------------------------------------------------|
 BV1680| PID    Reference Object                     Distance      Geod. Az  |
 BV1680|                                                           dddmmss.s |
 BV1680| CG1891 GULLY RM 1                           25.403 METERS 14401     |
 BV1680| BV1677 WHITE                               APPROX.16.2 KM 2021205.8 |
 BV1680| CG1890 GULLY AZ MK                                        2370103.9 |
 BV1680| CG1892 GULLY RM 2                           24.706 METERS 29243     |
 BV1680|---------------------------------------------------------------------|
 BV1680
 BV1680                          SUPERSEDED SURVEY CONTROL
 BV1680
 BV1680  NAD 83(1986)-  31 14 23.00154(N)    089 38 10.52248(W) AD(       ) 2
 BV1680  NAD 27      -  31 14 22.36300(N)    089 38 10.26300(W) AD(       ) 2
 BV1680  NGVD 29 (07/19/86)  123.18   (m)          404.1    (f) LEVELING    3  
 BV1680
 BV1680.Superseded values are not recommended for survey control.
 BV1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1680.See file dsdata.txt to determine how the superseded data were derived.
 BV1680
 BV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4891759166(NAD 83)
 BV1680_MARKER: DS = TRIANGULATION STATION DISK
 BV1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1680+STABILITY: SURFACE MOTION
 BV1680
 BV1680  HISTORY     - Date     Condition        Report By
 BV1680  HISTORY     - 1943     MONUMENTED       CGS
 BV1680  HISTORY     - 1956     GOOD             CGS
 BV1680  HISTORY     - 1964     GOOD             MSHD
 BV1680  HISTORY     - 1974     GOOD             USGS
 BV1680
 BV1680                          STATION DESCRIPTION
 BV1680
 BV1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1680'STATION IS LOCATED ABOUT 11 MILES NNW OF BAXTERVILLE AND ABOUT 5.5
 BV1680'MILES S OF OLOH, 35 FEET SE OF THE CENTER OF THE ROAD AND 20 FEET SW
 BV1680'OF THE CENTER OF A DIM TRACK ROAD. THE DISK IS STAMPED GULLY 1943.
 BV1680'
 BV1680'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1680'SET IN CONCRETE.
 BV1680'
 BV1680'REFERENCE MARK NO. 1 IS 83.35 FEET SE OF THE STATION, 10 FEET SW
 BV1680'OF TRACK ROAD. THE DISK IS STAMPED GULLY NO. 1, 1943.
 BV1680'
 BV1680'REFERENCE MARK NO. 2 IS 81.06 FEET NW OF THE STATION, 46 FEET NW OF
 BV1680'THE CENTER OF THE ROAD. THE DISK IS STAMPED GULLY NO. 2, 1943.
 BV1680'
 BV1680'AZIMUTH MARK IS 0.35 MILE SW OF THE STATION, 17.5 FEET E OF THE
 BV1680'CENTER OF THE ROAD. THE DISK IS STAMPED GULLY 1943.
 BV1680'
 BV1680'TO REACH THE STATION FROM THE POST OFFICE IN BAXTERVILLE, GO N ON
 BV1680'ROAD MARKED WITH BLUE ARROWS FOR 6.4 MILES TO A Y-ROAD, TURN SHARP
 BV1680'LEFT AND GO 2.7 MILES TO A FORK AND SIDE ROAD RIGHT, TURN RIGHT AND
 BV1680'GO 5.5 MILES TO A T-INTERSECTION, TURN RIGHT AND GO 1.15 MILES TO
 BV1680'AZIMUTH MARK ON THE RIGHT. CONTINUE STRAIGHT AHEAD 0.35 MILE TO
 BV1680'STATION ON THE RIGHT SIDE OF ROAD.
 BV1680'
 BV1680'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1680
 BV1680                          STATION RECOVERY (1956)
 BV1680
 BV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1680'THE STATION WAS VISITED ON SEPTEMBER 17, 1956, AND THE STATION MARK
 BV1680'AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE
 BV1680'AZIMUTH MARK WAS FOUND DISTURBED SLIGHTLY AND WAS LEANING TO THE SW.
 BV1680'IT WAS LEFT AS FOUND BUT SHOULD BE USED WITH CAUTION. A HOUSE HAS
 BV1680'BEEN BUILT NEAR THE STATION SINCE IT WAS OCCUPIED IN 1943. A
 BV1680'NEW DESCRIPTION FOLLOWS--
 BV1680'
 BV1680'THE STATION IS LOCATED ON A HIGH SANDY RIDGE, ABOUT 11 MI. N-NW OF
 BV1680'BAXTERVILLE, 5-1/2 MI. S-SW OF OLOH, AND ON THE PROPERTY OF MR. L.E.
 BV1680'THOMPSON WHO LIVES JUST W OF THE STATION. IT IS 33 FT. SE OF THE
 BV1680'CENTER OF THE GRAVELED ROAD, 24 FT. SW OF THE CENTER OF THE LANE
 BV1680'LEADING TO THE BARN, 94 FT. N OF THE NE CORNER OF THE CHIMNEY OF
 BV1680'THE THOMPSON HOUSE, 24 FT. NW OF THE PROJECTED PLANE OF THE NW SIDE
 BV1680'OF THE HOUSE, AND 65 FT. NE OF A FENCE CORNER. IT IS A STANDARD
 BV1680'DISK, STAMPED GULLY 1943 AND PROJECTING 4 IN.
 BV1680'
 BV1680'REFERENCE MARK 1 IS 83.35 FT. SE OF THE STATION, 10 FT. SW OF THE
 BV1680'CENTER OF THE LANE LEADING TO THE BARN, 20 FT. E OF AN 18-IN. PINE
 BV1680'TREE, 34 FT. E OF THE PROJECTED PLANE OF THE SE SIDE OF THE HOUSE,
 BV1680'AND 14 FT. N OF THE NW CORNER OF A SMALL SHED. IT IS A STANDARD
 BV1680'DISK, STAMPED GULLY NO 1 1943 AND PROJECTING 10 IN.
 BV1680'
 BV1680'REFERENCE MARK 2 IS 81.06 FT. NW OF THE STATION, 41 FT. NW OF THE
 BV1680'CENTER OF THE GRAVELED ROAD, AND IN A YOUNG PINE GROVE. IT IS A
 BV1680'STANDARD DISK, STAMPED GULLY NO 2 1943 AND PROJECTING 6 IN.
 BV1680'
 BV1680'THE AZIMUTH MARK IS 0.3 MI. SW OF THE STATION, AT THE EDGE OF A
 BV1680'FIELD, 18 FT. SE OF THE CENTER OF THE GRAVELED ROAD, 3 FT. SE OF A
 BV1680'FENCE LINE, 45 FT. W-SW OF A POWER POLE, AND 1 FT. SW OF A SCRUB
 BV1680'OAK TREE. IT IS A STANDARD DISK, STAMPED GULLY 1943 AND FLUSH WITH
 BV1680'THE GROUND.
 BV1680'
 BV1680'TO REACH THE STATION FROM THE POST OFFICE IN HATTIESBURG, GO S ON
 BV1680'U.S. HIGHWAY 11 FOR 0.2 MI. (TO THE THIRD STOPLIGHT), TURN RIGHT ON
 BV1680'HARDY STREET AND GO W FOR 2.2 MI. TO THE INTERSECTION WITH U.S.
 BV1680'HIGHWAY 49 AT THE SE CORNER OF THE CAMPUS OF THE MISSISSIPPI
 BV1680'SOUTHERN COLLEGE, CROSS U.S. HIGHWAY 49 AND GO W ON U.S. HIGHWAY
 BV1680'98 FOR 15.8 MI. TO A CROSSROAD, JUST S OF OLOH TURN LEFT (S) AND
 BV1680'GO 1.6 MI. TO A SIDE ROAD RIGHT AND A CONCRETE BLOCK HOUSE ON
 BV1680'THE LEFT, TURN RIGHT ON A GRAVELED ROAD AND GO 1.45 MI. TO A FORK,
 BV1680'TAKE THE LEFT FORK AND GO 3.3 MI. TO THE STATION ON THE LEFT ON
 BV1680'THE TOP OF A GRADE. TO REACH THE AZIMUTH MARK CONTINUE W FOR 0.3
 BV1680'MI. TO THE MARK ON THE LEFT.
 BV1680
 BV1680                          STATION RECOVERY (1964)
 BV1680
 BV1680'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1680'THE STATION WAS VISITED 9-11-64 AND THE STATION, R.M. 1 AND R.M. 2
 BV1680'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK HAS BEEN DISTURBED.
 BV1680'THE DESCRIPTION IS ADEQUATE.
 BV1680
 BV1680                          STATION RECOVERY (1974)
 BV1680
 BV1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 BV1680'STATION AND R.M. 1 AND R.M. 2 FOUND IN GOOD CONDITION.
 BV1680'
 BV1680'DISTANCES AND DIRECTIONS CHECKED OK.
 BV1680'
 BV1680'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2570 ***********************************************************************
 BH2570  DESIGNATION -  GUM
 BH2570  PID         -  BH2570
 BH2570  STATE/COUNTY-  MS/PEARL RIVER
 BH2570  USGS QUAD   -  HILLSDALE (1983)
 BH2570
 BH2570                         *CURRENT SURVEY CONTROL
 BH2570  ___________________________________________________________________
 BH2570* NAD 83(1993)-  30 55 26.32532(N)    089 23 09.83468(W)     ADJUSTED  
 BH2570* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BH2570  ___________________________________________________________________
 BH2570  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BH2570  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH2570  HORZ ORDER  -  SECOND
 BH2570
 BH2570.The horizontal coordinates were established by classical geodetic methods
 BH2570.and adjusted by the National Geodetic Survey in May 1994.
 BH2570
 BH2570.The orthometric height was scaled from a topographic map.
 BH2570
 BH2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2570
 BH2570.The geoid height was determined by GEOID03.
 BH2570
 BH2570;                    North         East     Units Scale Factor Converg.
 BH2570;SPC MS E     -   157,979.777   247,172.173   MT  0.99998441   -0 17 02.6
 BH2570;SPC MS E     -   518,305.32    810,930.70   sFT  0.99998441   -0 17 02.6
 BH2570;UTM  16      - 3,423,617.596   271,999.926   MT  1.00024129   -1 13 36.2
 BH2570
 BH2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2570!SPC MS E     -   0.99998715  x   0.99998441  =   0.99997156
 BH2570!UTM  16      -   0.99998715  x   1.00024129  =   1.00022844
 BH2570
 BH2570:                Primary Azimuth Mark                     Grid Az
 BH2570:SPC MS E     -  RED CREEK LOOKOUT TOWER                  042 57 44.4
 BH2570:UTM  16      -  RED CREEK LOOKOUT TOWER                  043 54 18.0
 BH2570
 BH2570|---------------------------------------------------------------------|
 BH2570| PID    Reference Object                     Distance      Geod. Az  |
 BH2570|                                                           dddmmss.s |
 BH2570| BH2569 RED CREEK LOOKOUT TOWER             APPROX. 1.4 KM 0424041.8 |
 BH2570| BH0727 R 159                                20.410 METERS 15931     |
 BH2570| DD8867 GUM RM 1                             30.145 METERS 18548     |
 BH2570| DD8869 GUM RM 3                             21.296 METERS 29049     |
 BH2570| DD8868 GUM RM 2                             23.875 METERS 29500     |
 BH2570| DD8866 GUM AZ MK                                          3241216.5 |
 BH2570| BV1653 LUMBERTON MUNICIPAL TANK            APPROX.10.7 KM 3244454.9 |
 BH2570|---------------------------------------------------------------------|
 BH2570
 BH2570                          SUPERSEDED SURVEY CONTROL
 BH2570
 BH2570  NAD 83(1986)-  30 55 26.34115(N)    089 23 09.83242(W) AD(       ) 2
 BH2570  NAD 27      -  30 55 25.67400(N)    089 23 09.61100(W) AD(       ) 2
 BH2570
 BH2570.Superseded values are not recommended for survey control.
 BH2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2570.See file dsdata.txt to determine how the superseded data were derived.
 BH2570
 BH2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7200023618(NAD 83)
 BH2570_MARKER: DS = TRIANGULATION STATION DISK
 BH2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2570+STABILITY: SURFACE MOTION
 BH2570
 BH2570  HISTORY     - Date     Condition        Report By
 BH2570  HISTORY     - 1943     MONUMENTED       CGS
 BH2570  HISTORY     - 1958     GOOD             CGS
 BH2570  HISTORY     - 1972     GOOD             NGS
 BH2570
 BH2570                          STATION DESCRIPTION
 BH2570
 BH2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2570'STATION IS LOCATED IN THE FORK OF TWO GRAVEL ROADS ABOUT 10 MILES NE
 BH2570'OF POPLARVILLE, 6.75 MILES SE OF
 BH2570'LUMBERTON, 3.5 FEET NW OF A STANDARD
 BH2570'REFERENCE POST, 126.0 FEET NW OF
 BH2570'THE INTERSECTION THE Y-ROAD,
 BH2570'52.0 FEET N OF THE E-W ROAD AND ON STATE FOREST
 BH2570'LAND.  STAMPED GUM
 BH2570'1943.  SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH2570'BRONZE DISKS
 BH2570'SET IN CONCRETE.
 BH2570'
 BH2570'REFERENCE MARK NO. 1 IS 98.89 FEET S OF THE STATION, 51.0
 BH2570'FEET W OF THE
 BH2570'Y-ROAD INTERSECTION.  THE DISK IS STAMPED GUM NO. 1,
 BH2570'1943.
 BH2570'
 BH2570'REFERENCE MARK NO. 2 IS 78.33 FEET NW OF THE STATION, 24.0
 BH2570'FEET N OF THE
 BH2570'CENTER OF THE ROAD.  THE DISK IS STAMPED GUM NO. 2,
 BH2570'1943.
 BH2570'
 BH2570'U.S.C. AND G.S. BENCH MARK R-159 IS 66.96 FEET SE OF THE STATION,
 BH2570'59.0 FEET NW OF
 BH2570'THE INTERSECTION OF THE Y-ROAD, 1.0 FEET S
 BH2570'OF A STANDARD REFERENCE POST.  THE
 BH2570'DISK STAMPED R-159, 1943.
 BH2570'
 BH2570'AZIMUTH MARK IS ABOUT 0.4 MILE NNW OF THE STATION, 1.8 FEET
 BH2570'E OF A STANDARD
 BH2570'REFERENCE POST, 20 FEET N OF THE CENTER OF THE
 BH2570'ROAD.  THE DISK IS STAMPED GUM
 BH2570'1943.
 BH2570'
 BH2570'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BH2570'STATE ROUTE 13 IN
 BH2570'THE VILLAGE OF LUMBERTON, GO E ON STATE ROUTE 13
 BH2570'FOR 0.55 MILE TO T-ROAD RIGHT, TURN
 BH2570'RIGHT AND GO 4.0 MILES TO
 BH2570'CROSSROADS, CONTINUE STRAIGHT AHEAD 0.1 MILE TO A
 BH2570'FORKS, TAKE
 BH2570'LEFT FORK AND GO 2.4 MILES TO AZIMUTH MARK ON THE LEFT SIDE OF THE
 BH2570'ROAD, CONTINUE
 BH2570'STRAIGHT AHEAD 0.4 MILE TO A FORKS AND STATION IN
 BH2570'THE FORK.
 BH2570'
 BH2570'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BH2570
 BH2570                          STATION RECOVERY (1958)
 BH2570
 BH2570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2570'THE STATION WAS VISITED 11-13-58 AND THE STATION MARK, REFERENCE
 BH2570'MARKS NO. 1 AND NO. 2, BENCH
 BH2570'MARK R 159 AND THE AZIMUTH MARK WERE ALL FOUND IN GOOD CONDITION.
 BH2570'THE AZIMUTH MARK IS VISIBLE FROM
 BH2570'THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2570'
 BH2570'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF POPLARVILLE AND
 BH2570'6.75 MILES SOUTHEAST OF
 BH2570'LUMBERTON, IN A FORKS FORMED BY TWO GRAVELED ROADS WITH TIMBERED
 BH2570'AREAS TO THE NORTH AND EAST AND
 BH2570'FARM AND PASTURE LAND TO THE SOUTH AND WEST.  IT IS 135 FEET
 BH2570'NORTHWEST OF THE CENTER OF THE FORKS, 60
 BH2570'FEET WEST-SOUTHWEST OF THE GRAVELED ROAD LEAD-
 BH2570'NORTH, 55 FEET NORTHEAST OF THE GRAVELED ROAD LEADING
 BH2570'NORTHWEST, 78 FEET NORTHWEST OF
 BH2570'A FENCE CORNER AND 19 FEET SOUTHEAST OF A 10-INCH PINE TREE.  IT IS A
 BH2570'STANDARD DISK, STAMPED GUM 1943,
 BH2570'PROJECTING 4 INCHES.
 BH2570'
 BH2570'REFERENCE MARK NO. 1 IS 98.89 FEET SOUTH OF THE STATION, 6 FEET
 BH2570'SOUTHWEST OF A FENCE
 BH2570'CORNER, 4 FEET SOUTH OF A FENCE LINE, 23 FEET SOUTH OF THE CENTER OF
 BH2570'THE ROAD AND 62 FEET WEST OF THE
 BH2570'NORTH-SOUTH ROAD.  IT IS AT THE NORTHEAST EDGE OF A PASTURE.
 BH2570'IT IS A STANDARD DISK, STAMPED GUM NO 1
 BH2570'1943, PROJECTING 4 INCHES.
 BH2570'
 BH2570'REFERENCE MARK NO. 2 IS 78.33 FEET WEST-NORTHWEST OF THE STATION, 26
 BH2570'FEET NORTH- NORTHEAST OF THE
 BH2570'CENTER OF THE ROAD LEADING NORTHWEST, 5 FEET NORTH OF A FENCE LINE,
 BH2570'8 FEET SOUTHEAST OF A 10-INCH PINE
 BH2570'TREE.  IT IS A STANDARD DISK, STAMPED GUM NO 2 1943,
 BH2570'PROJECTING 6 INCHES.
 BH2570'
 BH2570'BENCH MARK R 159 IS 66.96 FEET SOUTHEAST OF THE STATION IN THE FORKS
 BH2570'OF THE ROAD.  IT IS 68 FEET
 BH2570'NORTHWEST OF THE CENTER OF THE FORKS, 25 FEET NORTHEAST OF THE CENTER
 BH2570'OF THE ROAD LEADING NORTHWEST,
 BH2570'28 FEET WEST OF THE CENTER OF THE ROAD LEADING NORTH,
 BH2570'AND 11 FEET NORTHWEST OF THE FENCE CORNER.  IT IS
 BH2570'A STANDARD COAST AND GEODETIC BENCH MARK
 BH2570'DISK, STAMPED R 159 1943, SET IN THE TOP OF A 6-INCH SQUARE PRECAST
 BH2570'CONCRETE POST, PROJECTING 6
 BH2570'INCHES.
 BH2570'
 BH2570'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHWEST OF THE STATION, 23 FEET
 BH2570'NORTHEAST OF THE CENTER OF
 BH2570'THE GRAVELED ROAD, 64 FEET NORTH-NORTHEAST OF A FENCE CORNER, 81 FEET
 BH2570'SOUTH OF A POWER POLE, 53 FEET
 BH2570'SOUTHWEST OF A 10-INCH OAK TREE, AND ABOUT 2 FEET ABOVE
 BH2570'THE LEVEL OF HE ROAD.  IT IS A STANDARD DISK,
 BH2570'STAMPED GUM 1943, PROJECTING 3 INCHES.
 BH2570'
 BH2570'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BH2570'STATE HIGHWAY 13, AT THE
 BH2570'STOP LIGHT IN LUMBERTON, GO EAST ON STATE HIGHWAY 13 FOR 0.55 MILE TO
 BH2570'A SIDE ROAD RIGHT (GUM POND
 BH2570'ROAD), TURN RIGHT AND GO SOUTH FOR 3.95 MILES A CROSSROAD,
 BH2570'CONTINUE SOUTH FOR 0.1 MILE TO A FORK, TAKE
 BH2570'LEFT FORK AND GO SOUTHEAST FOR 2.4 MILES
 BH2570'TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF A GRADE, JUST
 BH2570'BEFORE REACHING A FENCE ON BOTH
 BH2570'SIDES OF THE ROAD.  CONTINUE SOUTHEAST FOR 0.4 MILE TO A REVERSE FORK
 BH2570'AND THE STATION ON THE LEFT.
 BH2570
 BH2570                          STATION RECOVERY (1972)
 BH2570
 BH2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2570'THE STATION WAS VISITED 3-28-72 AND THE STATION, REFERENCE MARK NO. 1
 BH2570'AND BENCH MARK R
 BH2570'159 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2570'REFERENCE MARK NO. 2 WAS FOUND
 BH2570'DESTROYED AT THIS DATE.  REFERENCE MARK NO.
 BH2570'3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS-
 BH2570'
 BH2570'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF LUMBERTON, 10.5
 BH2570'MILES NORTHEAST OF
 BH2570'POPULARVILLE, IN THE SOUTHWEST 1/4 OF SECTION 27, T 1 S.,
 BH2570'R 14 W, ON THE BAR M RANCH, OPERATED
 BH2570'BY JAMES NICKOLSON.  IT IS IN THE
 BH2570'NORTHWEST ANGLE OF A T INTERSECTION OF ROADS, IN A
 BH2570'PASTURE, 58 FEET
 BH2570'WEST-NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 54 FEET
 BH2570'EAST-NORTHEAST OF
 BH2570'THE CENTER OF A GRAVELED ROAD, 65.5 FEET NORTH-NORTHEAST OF A FENCE
 BH2570'CORNER AND A GATE
 BH2570'POST, 148.5 FEET NORTH OF A POWER POLE, 29.5 FEET
 BH2570'WEST-NORTHWEST OF A FENCE, 29 FEET
 BH2570'EAST-NORTHEAST OF A FENCE AND 1 FOOT
 BH2570'NORTHEAST OF A METAL WITNESS POST.  IT IS A
 BH2570'TRIANGULATION STATION DISK
 BH2570'STAMPED GUM 1943 PROJECTING 3 INCHES.
 BH2570'
 BH2570'REFERENCE MARK NO. 1 IS 98.90 FEET SOUTH OF THE STATION, 21 FEET S
 BH2570'SOUTHWEST OF THE
 BH2570'CENTER OF A GRAVELED ROAD, 64 FEET WEST OF THE CENTER OF
 BH2570'A GRAVELED ROAD, 48 FEET SOUTHWEST
 BH2570'OF A FENCE CORNER AND GATE POST, 57
 BH2570'FEET NORTHWEST OF A POWER POLE, 21 FEET NORTHWEST OF
 BH2570'THE NORTHWEST GATE POST
 BH2570'OF A FIELD ROAD, 1 FOOT NORTHEAST OF A FENCE, AND 1 FOOT NORTHWEST OF
 BH2570'A METAL WITNESS
 BH2570'POST.  IT IS A REFERENCE MARK DISK STAMPED GUM NO 1 1943,
 BH2570'PROJECTING 3 INCHES.
 BH2570'
 BH2570'REFERENCE MARK NO. 3 IS 69.87 FEET WEST-SOUTHWEST OF THE STATION
 BH2570'132 FEET NORTHWEST
 BH2570'OF THE CENTER OF A GRAVELED ROAD, 27 FEET NORTHEAST OF
 BH2570'THE CENTER OF A GRAVELED ROAD, 1.5
 BH2570'FEET EAST-SOUTHEAST OF A METAL WITNESS
 BH2570'POST AND 1 FOOT NORTHEAST OF A FENCE.  IT IS A BENCH
 BH2570'MARK DISK STAMPED GUM
 BH2570'NO 3 1943 1972, FLUSH WITH THE GROUND.
 BH2570'
 BH2570'BENCH MARK R 159 IS 66.98 FEET SOUTH-SOUTHEAST OF THE STATION IN
 BH2570'THE FORKS OF THE
 BH2570'ROAD, 32 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 BH2570'GRAVELED ROAD, 28 FEET NORTHEAST OF
 BH2570'THE CENTER OF THE GRAVELED ROAD, 83.5
 BH2570'FEET NORTH OF A POWER POLE, AND 1 FOOT SOUTHEAST OF A
 BH2570'FENCE CORNER AND GATE
 BH2570'POST.  IT IS A BENCH MARK DISK STAMPED R 159 1943 SET IN THE TOP OF A
 BH2570'6-INCH CONCRETE
 BH2570'POST PROJECTING 3 INCHES AND ABOUT 2 FEET ABOVE THE LEVEL
 BH2570'OF THE ROAD.
 BH2570'
 BH2570'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 80 FEET
 BH2570'SOUTHEAST OF A POWER
 BH2570'POLE, 69 FEET NORTHWEST OF A FENCE CORNER, 47 FEET NORTHWEST
 BH2570'OF THE CENTER OF A TRACK
 BH2570'ROAD, 23 FEET NORTHEAST OF THE CENTER OF
 BH2570'A GRAVELED ROAD, 2 FEET SOUTHWEST OF A
 BH2570'FENCE LINE, AND 1 FOOT NORTHEAST
 BH2570'OF A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK
 BH2570'STAMPED GUM 1943,
 BH2570'PROJECTING 6 INCHES.
 BH2570'
 BH2570'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BH2570'STATE HIGHWAY 13,
 BH2570'1 BLOCK NORTH OF THE POST OFFICE IN LUMBERTON, GO
 BH2570'EAST ON STATE HIGHWAY 13 FOR 0.65
 BH2570'MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 BH2570'AND GO SOUTH ON A BLACK TOP ROAD FOR 2.0 MILE TO THE
 BH2570'BRIDGE OVER INTERSTATE
 BH2570'I-59, CONTINUE EAST AND SOUTHEAST FOR 2.05 MILE TO A FORK WHICH IS
 BH2570'0.15 MILE BEYOND A
 BH2570'CROSSROAD, TAKE LEFT FORK AND GO SOUTHEAST ON A GRAVELED
 BH2570'ROAD FOR 2.4 MILE TO A TRACK
 BH2570'ROAD AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BH2570'SOUTHEAST FOR 0.4 MILE TO THE STATION ON THE
 BH2570'LEFT AT A T INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2721 ***********************************************************************
 BH2721  DESIGNATION -  GUM
 BH2721  PID         -  BH2721
 BH2721  STATE/COUNTY-  MS/HANCOCK
 BH2721  USGS QUAD   -  WAVELAND (1976)
 BH2721
 BH2721                         *CURRENT SURVEY CONTROL
 BH2721  ___________________________________________________________________
 BH2721* NAD 83(1993)-  30 20 48.26889(N)    089 27 27.67555(W)     ADJUSTED  
 BH2721* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2721  ___________________________________________________________________
 BH2721  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 BH2721  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BH2721  HORZ ORDER  -  SECOND
 BH2721
 BH2721.The horizontal coordinates were established by classical geodetic methods
 BH2721.and adjusted by the National Geodetic Survey in May 1994.
 BH2721
 BH2721.The orthometric height was scaled from a topographic map.
 BH2721
 BH2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2721
 BH2721.The geoid height was determined by GEOID03.
 BH2721
 BH2721;                    North         East     Units Scale Factor Converg.
 BH2721;SPC MS E     -    94,022.820   239,971.317   MT  0.99999444   -0 18 55.6
 BH2721;SPC MS E     -   308,473.20    787,305.90   sFT  0.99999444   -0 18 55.6
 BH2721;UTM  16      - 3,359,769.040   263,754.372   MT  1.00028860   -1 14 32.2
 BH2721
 BH2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2721!SPC MS E     -   1.00000400  x   0.99999444  =   0.99999844
 BH2721!UTM  16      -   1.00000400  x   1.00028860  =   1.00029260
 BH2721
 BH2721|---------------------------------------------------------------------|
 BH2721| PID    Reference Object                     Distance      Geod. Az  |
 BH2721|                                                           dddmmss.s |
 BH2721| DD8871 GUM RM 1                             27.329 METERS 12439     |
 BH2721| DD8870 GUM AZ MK                                          1504737.4 |
 BH2721| DD8872 GUM RM 2                             27.110 METERS 20008     |
 BH2721|---------------------------------------------------------------------|
 BH2721
 BH2721                          SUPERSEDED SURVEY CONTROL
 BH2721
 BH2721  NAD 83(1986)-  30 20 48.28266(N)    089 27 27.66979(W) AD(       ) 2
 BH2721  NAD 27      -  30 20 47.58800(N)    089 27 27.48200(W) AD(       ) 2
 BH2721
 BH2721.Superseded values are not recommended for survey control.
 BH2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2721.See file dsdata.txt to determine how the superseded data were derived.
 BH2721
 BH2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6375459769(NAD 83)
 BH2721_MARKER: DS = TRIANGULATION STATION DISK
 BH2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2721+STABILITY: SURFACE MOTION
 BH2721
 BH2721  HISTORY     - Date     Condition        Report By
 BH2721  HISTORY     - 1958     MONUMENTED       CGS
 BH2721  HISTORY     - 1972     GOOD             MSHD
 BH2721
 BH2721                          STATION DESCRIPTION
 BH2721
 BH2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2721'STATION IS LOCATED ABOUT 7-1/2 MILES WEST AND 3 MILES NORTH OF BAY
 BH2721'ST. LOUIS, ON THE WEST SIDE CENTER OF THE WEST 1/2 OF SECTION 13, T 8
 BH2721'S, R 15 W, ON LAND OWNED BY THE CROWB WOOD PRODUCTS CORPORATION,
 BH2721'PICAYUNE, MISSISSIPPI.
 BH2721'
 BH2721'STATION IS REACHED FROM THE TRAFFIC LIGHT ON U.S HIGHWAY 90 AT THE
 BH2721'WEST END OF ST. LOUIS BAY TOLL BRIDGE BY GOING WEST ON U.S 90 FOR
 BH2721'3.4 MILES TO CROSSROADS AT A GULF SERVICE STATION IN THE SOUTHEAST
 BH2721'ANGLE OF THE INTERSECTION, TURN RIGHT AND GO NORTHWESTERLY ON A
 BH2721'SURFACED ROAD 4.0 MILES TO A GRADED ROAD LEFT AT A SIGN WAINRIGHT
 BH2721'GROCERY 2 MI, TURN LEFT AND GO WESTERLY ON THE GRADED ROAD 1.8 MILES
 BH2721'TO A DIRT ROAD RIGHT, IMMEDIATELY AFTER PASSING THE WAINRIGHT GROCERY
 BH2721'ON THE RIGHT, TURN RIGHT 0.15 MILE, PASSING THROUGH A CATTLE
 BH2721'GUARD, TO THE AZIMUTH MARK ON THE LEFT WHERE THE ROAD MAKES A
 BH2721'SHARP TURN LEFT, TURN LEFT 0.1 MILE TO THE END OF THE ROAD AND A
 BH2721'HOUSE ON THE RIGHT, TURN RIGHT AND FOLLOW A TRACK ROAD NORTHWESTERLY
 BH2721'ALONG THE SOUTHWEST SIDE OF A FENCE 0.1 MILE TO A POLE GATE, PASS
 BH2721'THROUGH THE GATE AND FOLLOW THE TRACK ROAD 0.15 MILE TO THE
 BH2721'STATION ON THE RIGHT AT A 12 INCH TRIANGLE BLAZED PINE TREE.
 BH2721'
 BH2721'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE
 BH2721'CONCRETE POSTS.
 BH2721'
 BH2721'STATION DISKS ARE STAMPED GUM 1958 AND THE SURFACE MARK PROJECTS 6
 BH2721'INCHES.  IT IS 72 FEET NORTHWEST OF THE CENTER OF A VERY DIM
 BH2721'NORTHEAST-SOUTHWEST TRACK ROAD, 61 FEET NORTHWEST OF THE 12 INCH
 BH2721'BLAZED PINE TREE AND 27 FEET NORTH OF THE CENTER OF THE
 BH2721'NORTHWEST-SOUTHEAST TRACK ROAD.
 BH2721'
 BH2721'REFERENCE MARK 1 IS STAMPED GUM NO 1 1958 AND PROJECTS 3 INCHES.  IT
 BH2721'IS 33 FEET EAST OF THE BLAZED PINE TREE, 19 FEET NORTHEAST OF THE
 BH2721'CENTER OF THE NORTHWEST-SOUTHEAST TRACK ROAD AND 18 FEET EAST OF THE
 BH2721'CENTER OF THE NORTHEAST-SOUTHWEST TRACK ROAD.
 BH2721'
 BH2721'REFERENCE MARK 2 IS STAMPED GUM NO 2 1958 AND PROJECTS 8 INCHES.  IT
 BH2721'IS 80 FEET SOUTHWEST OF THE BLAZED PINE TREE AND 61 FEET
 BH2721'SOUTH-SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST TRACK ROAD.
 BH2721'*
 BH2721'AZIMUTH MARK IS STAMPED GUM 1958 AND
 BH2721'PROJECTS 6 INCHES.  IT IS 100 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 BH2721'HOUSE, 70 FEET SOUTHEAST OF A 24 INCH OAK TREE, 35 FEET SOUTH OF
 BH2721'THE CENTER OF AN EAST-WEST ROAD, 30 FEET WEST OF THE CENTER OF A
 BH2721'NORTH-SOUTH ROAD AND 1 FOOT SOUTHEAST OF A POWERLINE POLE.  A 4 BY 4
 BH2721'WHITE WITNESS POST WAS SET 1 BOOT SOUTH OF THE MARK.
 BH2721'
 BH2721'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2721
 BH2721                          STATION RECOVERY (1972)
 BH2721
 BH2721'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2721'THE STATION WAS VISITED 6-1-72 AND THE STATION MARK RM NO 1, RM
 BH2721'NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2721'
 BH2721'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF KILN, 7.5 MILES
 BH2721'NORTHWEST OF BAY ST. LOUIS, 11.5 MILES NORTHEAST OF PEARLINGTON
 BH2721'IN THE SOUTHWEST 1/4 OF SECTION 13, T 8S, R 15W, AND ON LAND
 BH2721'OWNED BY THE CROSBY WOOD PRODUCTS CORPORATION OF PICAYUNE.  IT
 BH2721'IS 275 FEET SOUTH-SOUTHEAST OF THE SOUTH LANE OF I-10, 88 FEET
 BH2721'SOUTH-SOUTHEAST OF THE SOUTH ROW FENCE, 70 FEET NORTH-NORTHEAST
 BH2721'OF THE CENTER OF A BLADED ROAD, AND 1 FOOT SOUTHEAST OF A METAL
 BH2721'WITNESS POST.
 BH2721'
 BH2721'IT IS A TRIANGULATION DISK, STAMPED GUM 1958 PROJECTING 3
 BH2721'INCHES.
 BH2721'
 BH2721'REFERENCE MARK NO 1 IS 89.65 FEET SOUTHEAST OF THE STATION.  IT
 BH2721'IS 47 FEET NORTH-NORTHEAST OF THE CENTER OF A BLADED ROAD, 1
 BH2721'FOOT NORTHWEST OF A METAL WITNESS POST AND 13 FEET EAST OF THE
 BH2721'CENTER OF A TRACK ROAD.  IT IS A REFERENCE MARK DISK, STAMPED GUM
 BH2721'NO 1 1958 PROJECTING 3 INCHES.
 BH2721'
 BH2721'REFERENCE MARK NO 2 IS 88.95 FEET SOUTH-SOUTHWEST OF THE
 BH2721'STATION.  IT IS 19 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BLADED
 BH2721'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 BH2721'MARK DISK, STAMPED GUM NO 2 1958 PROJECTING 4 INCHES.
 BH2721'
 BH2721'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 109.30 FEET.
 BH2721'
 BH2721'THE AZIMUTH MARK IS 0.3 MILES SOUTHEAST OF THE STATION.  IT IS
 BH2721'29 FEET NORTHWEST OF THE CENTER OF A BLADED ROAD, 29 FEET
 BH2721'WEST-SOUTHWEST OF THE CENTER OF ANOTHER BLADED ROAD, 47 FEET
 BH2721'NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A POWER POLE
 BH2721'WITH GUY WIRES AND 1 FOOT EAST OF A METAL WITNESS POST.  (NOTE)
 BH2721'THE STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS AN AZIMUTH
 BH2721'MARK DISK, STAMPED GUM 1958 PROJECTING 3 INCHES.
 BH2721'
 BH2721'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KILN GO WEST
 BH2721'ON STATE HIGHWAY 603 AND 43 FOR 3.85 MILES TO THE CROSSING OF
 BH2721'I-10.  THENCE SOUTHWEST ALONG I-10 FOR 2.25 MILES TO THE STATION ON
 BH2721'THE LEFT.  TO REACH THE AZIMUTH GO SOUTH ON STATE HIGHWAY 603
 BH2721'AND 43 FOR 2.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BH2721'WEST ON A GRAVELED ROAD FOR 1.85 MILES TO A BLADED ROAD ON THE
 BH2721'RIGHT.  TURN RIGHT AND GO NORTH ON THE BLADED ROAD FOR 0.25
 BH2721'MILES TO WHERE THE ROAD TURNS LEFT AND THE AZIMUTH ON THE LEFT.
 BH2721'
 BH2721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2721'4.5 MILES SOUTHWEST OF KILN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2573 ***********************************************************************
 BH2573  DESIGNATION -  GUM POND BELL TEL MICROWAVE
 BH2573  PID         -  BH2573
 BH2573  STATE/COUNTY-  MS/PEARL RIVER
 BH2573  USGS QUAD   -  HILLSDALE (1983)
 BH2573
 BH2573                         *CURRENT SURVEY CONTROL
 BH2573  ___________________________________________________________________
 BH2573* NAD 83(1993)-  30 54 21.22964(N)    089 24 46.13173(W)     NO CHECK  
 BH2573* NAVD 88     -              **(meters)            **(feet)            
 BH2573  ___________________________________________________________________
 BH2573  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2573  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH2573  HORZ ORDER  -  THIRD
 BH2573
 BH2573.The horizontal coordinates were established by classical geodetic methods
 BH2573.and adjusted by the National Geodetic Survey in May 1994.
 BH2573.No horizontal observational check was made to the station.
 BH2573
 BH2573
 BH2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2573
 BH2573.The geoid height was determined by GEOID03.
 BH2573
 BH2573;                    North         East     Units Scale Factor Converg.
 BH2573;SPC MS E     -   155,988.080   244,605.140   MT  0.99998784   -0 17 51.5
 BH2573;SPC MS E     -   511,770.89    802,508.70   sFT  0.99998784   -0 17 51.5
 BH2573;UTM  16      - 3,421,667.880   269,399.798   MT  1.00025600   -1 14 23.4
 BH2573
 BH2573                          SUPERSEDED SURVEY CONTROL
 BH2573
 BH2573  NAD 83(1986)-  30 54 21.24550(N)    089 24 46.12921(W) AD(       ) 4
 BH2573  NAD 27      -  30 54 20.57304(N)    089 24 45.90410(W) AD(       ) 3
 BH2573
 BH2573.Superseded values are not recommended for survey control.
 BH2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2573.See file dsdata.txt to determine how the superseded data were derived.
 BH2573
 BH2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV6940021668(NAD 83)
 BH2573_MARKER: 45 = MICROWAVE TOWER
 BH2573
 BH2573  HISTORY     - Date     Condition        Report By
 BH2573  HISTORY     - 1965     FIRST OBSERVED   CGS
 BH2573  HISTORY     - 1972     GOOD             MSHD
 BH2573  HISTORY     - 20080314 MARK NOT FOUND   NGS
 BH2573
 BH2573                          STATION DESCRIPTION
 BH2573
 BH2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BH2573'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF LUMBERTON AND
 BH2573'1/2 MILE SOUTHEAST OF CROSSROADS AND CHURCH AT THE SMALL
 BH2573'COMMUNITY OF GUM POND.
 BH2573'
 BH2573'STRUCTURE IS A LARGE 4 LEGGED TOWER, PAINTED IN ALTERNATE RED
 BH2573'AND WHITE SECTIONS AND HAS 4 VOICE MIRRORS AT THE TOP.  THERE
 BH2573'IS ONE RED, BLINKING LIGHT ATOP AND 2 RED LIGHTS AT OPPOSITE
 BH2573'CORNERS HALF WAY UP.
 BH2573'
 BH2573'THERE IS A LARGE CONCRETE BUILDING AT THE BASE OF THE TOWER.
 BH2573'
 BH2573'POINT INTERSECTED WAS THE RED BLINKING LIGHT ATOP.
 BH2573
 BH2573                          STATION RECOVERY (1972)
 BH2573
 BH2573'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2573'THE STATION WAS VISITED 1-13-72 AND THE STATION WAS FOUND IN
 BH2573'GOOD CONDITION.
 BH2573'
 BH2573'THE STATION IS LOCATED 7 MILES SOUTHEAST OF LUMBERTON, 8.5
 BH2573'MILES NORTHEAST OF POPLARVILLE, 0.45 MILES SOUTHEAST OF THE
 BH2573'COMMUNITY OF GUM POND IN THE NORTHEAST 1/4 OF SECTION 5 T 1S,
 BH2573'R 14W.  STRUCTURE IS A LARGE 4 LEGGED TOWER, PAINTED IN
 BH2573'ALTERNATE RED AND WHITE SECTIONS AND HAS 4 VOICE MIRRORS AT
 BH2573'THE TOP.  THERE IS ONE RED, BLINKING LIGHT STOP AND 2 RED
 BH2573'LIGHTS AT OPPOSITE CORNERS HALF WAY UP.  THERE IS A LARGE
 BH2573'CONCRETE BUILDING AT THE BASE OF THE TOWER.  POINT INTERSECTED
 BH2573'WAS THE RED BLINKING LIGHT ATOP.
 BH2573'
 BH2573'TO REACH THE STATION FROM THE HILLSDALE INTERCHANGE OF I-59
 BH2573'GO EAST ON A BLACK TOP ROAD FOR 2.8 MILES TO A CROSSROAD WITH
 BH2573'THE GUM POND BAPTIST CHURCH IN THE NORTHEAST ANGLE.  TURN RIGHT
 BH2573'AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.45 MILES TO THE
 BH2573'TOWER ON THE RIGHT.
 BH2573'
 BH2573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2573'7 MILES SOUTHEAST OF LUMBERTON.
 BH2573
 BH2573                          STATION RECOVERY (2008)
 BH2573
 BH2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (CHC)
 BH2573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2541 ***********************************************************************
 BH2541  DESIGNATION -  GUNLOCK FIRE TOWER
 BH2541  PID         -  BH2541
 BH2541  STATE/COUNTY-  MS/HARRISON
 BH2541  USGS QUAD   -  SUCCESS (1982)
 BH2541
 BH2541                         *CURRENT SURVEY CONTROL
 BH2541  ___________________________________________________________________
 BH2541* NAD 83(1993)-  30 33 29.75309(N)    089 02 57.64682(W)     ADJUSTED  
 BH2541* NAVD 88     -              **(meters)            **(feet)            
 BH2541  ___________________________________________________________________
 BH2541  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BH2541  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH2541  HORZ ORDER  -  THIRD
 BH2541
 BH2541.The horizontal coordinates were established by classical geodetic methods
 BH2541.and adjusted by the National Geodetic Survey in May 1994.
 BH2541
 BH2541
 BH2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2541
 BH2541.The geoid height was determined by GEOID03.
 BH2541
 BH2541;                    North         East     Units Scale Factor Converg.
 BH2541;SPC MS E     -   117,325.765   279,276.366   MT  0.99995530   -0 06 35.4
 BH2541;SPC MS E     -   384,926.28    916,259.21   sFT  0.99995530   -0 06 35.4
 BH2541;UTM  16      - 3,382,435.928   303,440.562   MT  1.00007664   -1 02 32.1
 BH2541
 BH2541                          SUPERSEDED SURVEY CONTROL
 BH2541
 BH2541  NAD 83(1986)-  30 33 29.77115(N)    089 02 57.63962(W) AD(       ) 4
 BH2541  NAD 27      -  30 33 29.06700(N)    089 02 57.49600(W) AD(       ) 3
 BH2541
 BH2541.Superseded values are not recommended for survey control.
 BH2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2541.See file dsdata.txt to determine how the superseded data were derived.
 BH2541
 BH2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0344182436(NAD 83)
 BH2541_MARKER: 57 = LOOKOUT TOWER
 BH2541
 BH2541  HISTORY     - Date     Condition        Report By
 BH2541  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2541  HISTORY     - 1959     GOOD             CGS
 BH2541  HISTORY     - 1974     GOOD             MSHD
 BH2541
 BH2541                          STATION DESCRIPTION
 BH2541
 BH2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2541'THIS INTERSECTION STATION IS LOCATED ABOUT 15 MILES NW OF BILOXI AND
 BH2541'15 MILES N OF GULFPORT.  IT IS A FOUR-LEGGED GREY STEEL TOWER WITH
 BH2541'AN ENCLOSED CAB ON THE TOP.  THE POINT OBSERVED ON WAS THE PEAK OF
 BH2541'THE ROOF.
 BH2541'
 BH2541'TO REACH FROM THE JUNCTION U.S. HIGHWAY 49 AND STATE ROUTE 55 IN
 BH2541'SAUCIER, GO E 5.3 MILES TO WHERE ROUTE 55 TURNS RIGHT TURN RIGHT
 BH2541'AND GO 5.2 MILES TO A SIDE ROAD RIGHT, TAKE RIGHT FORK AND GO 0.6
 BH2541'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO LOOKOUT
 BH2541'TOWER.
 BH2541
 BH2541                          STATION RECOVERY (1959)
 BH2541
 BH2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2541'THE FIRE TOWER WAS VISITED 3/11/59 AND WAS FOUND IN GOOD CONDITION.
 BH2541'
 BH2541'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF BILOXI AND 7 MILES
 BH2541'SOUTHEAST OF SAUCIER.  IT IS A FOUR LEGGED STEEL STRUCTURE WITH A
 BH2541'GLASS ENCLOSED CAB ON ITS TOP.  IT IS 100 FEET IN HEIGHT.  THE POINT
 BH2541'OBSERVED WAS THE CENTER OF THE TOP OF THE ROOF.
 BH2541'
 BH2541'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2541'STATE HIGHWAY 55 AT SAUCIER GO EAST ON STATE HIGHWAY 55 FOR 5.0
 BH2541'MILES TO A CROSSROAD WHERE STATE HIGHWAY 55 TURNS RIGHT.  TURN RIGHT
 BH2541'AND GO SOUTH ON STATE HIGHWAY 55 FOR 5.2 MILES TO A SIDE ROAD RIGHT,
 BH2541'TURN RIGHT AND GO SOUTHWEST FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN
 BH2541'RIGHT AND GO 0.2 MILE TO THE TOWER ON THE RIGHT.
 BH2541'
 BH2541'THIS IS AN INTERSECTION STATION.
 BH2541
 BH2541                          STATION RECOVERY (1974)
 BH2541
 BH2541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 (RLW)
 BH2541'THE STATION WAS VISITED 1-17-74 AND WAS FOUND IN GOOD CONDITION.
 BH2541'
 BH2541'THE STATION IS LOCATED 7.3 MILES SE OF SAUCIER, 12 MILES NW OF BILOXI
 BH2541'IN THE SW 1/4 OF SECTION 36, T 5S, R 11W.  IT IS A GLASS ENCLOSED
 BH2541'CABIN ATOP A FOUR LEGGED STEEL STRUCTURE 100 FEET HIGH.  THE CENTER
 BH2541'OF THE TOP OF THE ROOF WAS THE POINT OBSERVED.
 BH2541'
 BH2541'TO REACH THE STATION FROM THE CROSSING OF I-10 AND U.S. HIGHWAY 49
 BH2541'JUST SOUTH OF LANDON GO NORTH ON U.S. HIGHWAY 49 FOR 14.4 MILES TO
 BH2541'THE JUNCTION OF STATE HIGHWAY 67 AT SAUCIER.  TURN RIGHT AND GO EAST
 BH2541'ON STATE HIGHWAY 67 FOR 5.1 MILES TO A SIDE CROSSROAD.  TURN
 BH2541'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.6 MILE TO ANOTHER SIDE
 BH2541'ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 BH2541'0.3 MILE TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1982 ***********************************************************************
 DK1982  DESIGNATION -  GUNNISON WATER TANK
 DK1982  PID         -  DK1982
 DK1982  STATE/COUNTY-  MS/BOLIVAR
 DK1982  USGS QUAD   -  GUNNISON (1969)
 DK1982
 DK1982                         *CURRENT SURVEY CONTROL
 DK1982  ___________________________________________________________________
 DK1982* NAD 83(1993)-  33 56 34.53093(N)    090 56 51.19853(W)     ADJUSTED  
 DK1982* NAVD 88     -              **(meters)            **(feet)            
 DK1982  ___________________________________________________________________
 DK1982  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DK1982  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1982  HORZ ORDER  -  THIRD
 DK1982
 DK1982.The horizontal coordinates were established by classical geodetic methods
 DK1982.and adjusted by the National Geodetic Survey in May 1994.
 DK1982
 DK1982
 DK1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1982
 DK1982.The geoid height was determined by GEOID03.
 DK1982
 DK1982;                    North         East     Units Scale Factor Converg.
 DK1982;SPC MS W     -   492,786.638   643,219.752   MT  0.99998973   -0 20 34.7
 DK1982;SPC MS W     - 1,616,750.83  2,110,296.80   sFT  0.99998973   -0 20 34.7
 DK1982;SPC AR S     -   542,052.553   497,285.350   MT  0.99991974   +0 35 20.6
 DK1982;SPC AR S     - 1,778,384.08  1,631,510.35   sFT  0.99991974   +0 35 20.6
 DK1982;UTM  15      - 3,757,725.136   689,680.900   MT  1.00004354   +1 08 46.9
 DK1982
 DK1982                          SUPERSEDED SURVEY CONTROL
 DK1982
 DK1982  NAD 83(1986)-  33 56 34.53930(N)    090 56 51.19361(W) AD(       ) 4
 DK1982  NAD 27      -  33 56 34.14572(N)    090 56 50.81198(W) AD(       ) 3
 DK1982
 DK1982.Superseded values are not recommended for survey control.
 DK1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1982.See file dsdata.txt to determine how the superseded data were derived.
 DK1982
 DK1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8968157725(NAD 83)
 DK1982_MARKER: 51 = TANK
 DK1982
 DK1982  HISTORY     - Date     Condition        Report By
 DK1982  HISTORY     - 1929     FIRST OBSERVED   CGS
 DK1982  HISTORY     - 1935     GOOD             CGS
 DK1982
 DK1982                          STATION DESCRIPTION
 DK1982
 DK1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 DK1982'WATER TANK IS IN TOWN OF GUNNISON ON THE RAILROAD, STILL
 DK1982'STANDING IN ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0575 ***********************************************************************
 EG0575  DESIGNATION -  GUNTOWN
 EG0575  PID         -  EG0575
 EG0575  STATE/COUNTY-  MS/LEE
 EG0575  USGS QUAD   -  GUNTOWN (1992)
 EG0575
 EG0575                         *CURRENT SURVEY CONTROL
 EG0575  ___________________________________________________________________
 EG0575* NAD 83(1993)-  34 26 56.30470(N)    088 39 54.53453(W)     ADJUSTED  
 EG0575* NAVD 88     -       123.704  (meters)     405.85   (feet)  ADJUSTED  
 EG0575  ___________________________________________________________________
 EG0575  X           -     122,658.137 (meters)                     COMP
 EG0575  Y           -  -5,263,897.814 (meters)                     COMP
 EG0575  Z           -   3,587,680.050 (meters)                     COMP
 EG0575  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 EG0575  ELLIP HEIGHT-          96.229 (meters)          (05/13/94) ADJUSTED
 EG0575  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0575  DYNAMIC HT  -         123.582 (meters)     405.45  (feet)  COMP
 EG0575  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EG0575
 EG0575  HORZ ORDER  -  THIRD
 EG0575  VERT ORDER  -  FIRST     CLASS II
 EG0575  ELLP ORDER  -  FOURTH    CLASS I
 EG0575
 EG0575.The horizontal coordinates were established by classical geodetic methods
 EG0575.and adjusted by the National Geodetic Survey in May 1994.
 EG0575
 EG0575.The orthometric height was determined by differential leveling
 EG0575.and adjusted in June 1991.
 EG0575
 EG0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG0575
 EG0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG0575
 EG0575.The ellipsoidal height was determined by GPS observations
 EG0575.and is referenced to NAD 83.
 EG0575
 EG0575.The geoid height was determined by GEOID03.
 EG0575
 EG0575.The dynamic height is computed by dividing the NAVD 88
 EG0575.geopotential number by the normal gravity value computed on the
 EG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0575.degrees latitude (g = 980.6199 gals.).
 EG0575
 EG0575.The modeled gravity was interpolated from observed gravity values.
 EG0575
 EG0575;                    North         East     Units Scale Factor Converg.
 EG0575;SPC MS E     -   548,760.598   315,454.734   MT  0.99995294   +0 05 42.5
 EG0575;SPC MS E     - 1,800,392.06  1,034,954.41   sFT  0.99995294   +0 05 42.5
 EG0575;UTM  16      - 3,813,196.675   347,033.069   MT  0.99988842   -0 56 31.6
 EG0575
 EG0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG0575!SPC MS E     -   0.99998489  x   0.99995294  =   0.99993784
 EG0575!UTM  16      -   0.99998489  x   0.99988842  =   0.99987332
 EG0575
 EG0575:                Primary Azimuth Mark                     Grid Az
 EG0575:SPC MS E     -  BALDWYN                                  021 45 01.0
 EG0575:UTM  16      -  BALDWYN                                  022 47 15.1
 EG0575
 EG0575|---------------------------------------------------------------------|
 EG0575| PID    Reference Object                     Distance      Geod. Az  |
 EG0575|                                                           dddmmss.s |
 EG0575| EG1624 BALDWYN                             APPROX. 6.5 KM 0215043.5 |
 EG0575| EG1623 BALDWYN MUNICIPAL TANK              APPROX. 7.3 KM 0233518.6 |
 EG0575| EG0576 GUNTOWN RM 1                         25.092 METERS 08141     |
 EG0575| EG0574 GUNTOWN RM 2                         19.676 METERS 18025     |
 EG0575| CG3399 GUNTOWN AZ MK                                      2454113.8 |
 EG0575|---------------------------------------------------------------------|
 EG0575
 EG0575                          SUPERSEDED SURVEY CONTROL
 EG0575
 EG0575  NAD 83(1993)-  34 26 56.31007(N)    088 39 54.53652(W) AD(       ) 3
 EG0575  NAD 83(1993)-  34 26 56.30684(N)    088 39 54.52012(W) AD(       ) 3
 EG0575  NAD 83(1986)-  34 26 56.31921(N)    088 39 54.52854(W) AD(       ) 3
 EG0575  NAD 27      -  34 26 55.95200(N)    088 39 54.33300(W) AD(       ) 3
 EG0575  NGVD 29 (??/??/92)  123.601  (m)          405.51   (f) ADJ UNCH    1 2
 EG0575
 EG0575.Superseded values are not recommended for survey control.
 EG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0575.See file dsdata.txt to determine how the superseded data were derived.
 EG0575
 EG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4703313197(NAD 83)
 EG0575_MARKER: DS = TRIANGULATION STATION DISK
 EG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0575_STAMPING: GUNTOWN 1950
 EG0575_MARK LOGO: CGS   
 EG0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0575+STABILITY: SURFACE MOTION
 EG0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0575+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EG0575
 EG0575  HISTORY     - Date     Condition        Report By
 EG0575  HISTORY     - 1950     MONUMENTED       CGS
 EG0575  HISTORY     - 1962     GOOD             CGS
 EG0575  HISTORY     - 1962     GOOD             MSHD
 EG0575  HISTORY     - 1965     GOOD             CGS
 EG0575  HISTORY     - 1965     GOOD             MSHD
 EG0575  HISTORY     - 19720502 GOOD             USGS
 EG0575  HISTORY     - 1974     GOOD             NGS
 EG0575  HISTORY     - 1979     GOOD             LOCSUR
 EG0575  HISTORY     - 19820301 GOOD             MSSU
 EG0575  HISTORY     - 1983     GOOD             NGS
 EG0575  HISTORY     - 1988     GOOD             NGS
 EG0575
 EG0575                          STATION DESCRIPTION
 EG0575
 EG0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG0575'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF GUNTOWN, 76 FEET
 EG0575'EAST OF THE CENTER OF U S
 EG0575'HIGHWAY NO 45, 61 FEET WEST OF THE CENTER OF A GRAVELED
 EG0575'ROAD, AND 51 FEET NORTHWEST OF A
 EG0575'36-INCH OAK TREE.
 EG0575'
 EG0575'TO REACH THE STATION FROM THE SCHOOLHOUSE NEAR THE WEST EDGE OF
 EG0575'GUNTOWN, GO WEST FOR 0.1
 EG0575'MILE TO U S HIGHWAY NO 45, THEN RIGHT, NORTH, ON NO 45
 EG0575'FOR 0.15 MILE TO THE STATION ON
 EG0575'THE RIGHT AS DESCRIBED.  TO REACH THE
 EG0575'AZIMUTH MARK FROM THE STATION, GO SOUTH ON NO 45
 EG0575'FOR 0.15 MILE, THEN
 EG0575'RIGHT, WEST, ON A GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 EG0575'RIGHT AS
 EG0575'DESCRIBED.
 EG0575'
 EG0575'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 EG0575'GUNTOWN 1950.
 EG0575'
 EG0575'REFERENCE MARK NO 1 IS 21 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 EG0575'AND 1 FOOT EAST OF A
 EG0575'WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS
 EG0575'STAMPED GUNTOWN NO 1 1950.
 EG0575'
 EG0575'REFERENCE MARK NO 2 IS 60 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 EG0575'46 FEET SOUTHWEST OF
 EG0575'A 36-INCH OAK TREE, AND 20 FEET EAST OF THE EAST
 EG0575'EDGE OF A LARGE SIGN BOARD.  IT
 EG0575'PROJECTS 2 INCHES, AND THE DISK IS
 EG0575'STAMPED GUNTOWN NO 2 1950.
 EG0575'
 EG0575'THE AZIMUTH MARK IS 60 FEET NORTHEAST OF THE CENTER OF A
 EG0575'T-INTERSECTION OF
 EG0575'GRAVELED ROADS, 20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND
 EG0575'3.5 FEET WEST OF A
 EG0575'WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK
 EG0575'IS STAMPED GUNTOWN 1950.
 EG0575'
 EG0575'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG0575'CYLINDERS.
 EG0575'
 EG0575'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG0575
 EG0575                          STATION RECOVERY (1962)
 EG0575
 EG0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 EG0575'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 EG0575'GOOD CONDITION.
 EG0575'
 EG0575'THE AZIMUTH MARK WAS NOT RECOVRED.
 EG0575
 EG0575                          STATION RECOVERY (1962)
 EG0575
 EG0575'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG0575'THE STATION WAS VISITED 4 - 2 - 62.  THE STATION, RM 1 AND RM 2 WERE
 EG0575'FOUND IN GOOD
 EG0575'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE ROAD WAS
 EG0575'REBUILT AT THE LOCATION.
 EG0575'
 EG0575'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION.
 EG0575'
 EG0575'THE 1950 DESCRIPTION IS ADEQUATE.
 EG0575
 EG0575                          STATION RECOVERY (1965)
 EG0575
 EG0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HBT)
 EG0575'THE STATION WAS VISITED 1 - 15 - 65.  THE STATION, RM 1 AND RM 2 WERE
 EG0575'FOUND IN GOOD CONDITION.
 EG0575'THE AZIMUTH MARK WAS DESTROYED WHEN THE ROAD WAS
 EG0575'REBUILT.
 EG0575'
 EG0575'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION.
 EG0575'
 EG0575'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF GUNTOWN, 76 FEET
 EG0575'EAST OF THE CENTER OF U S
 EG0575'HIGHWAY NO 45, 61 FEET WEST OF THE CENTER OF A GRAVELED
 EG0575'ROAD, AND 51 FEET NORTHWEST OF A
 EG0575'36-INCH OAK TREE.
 EG0575'
 EG0575'TO REACH THE STATION FROM THE SCHOOLHOUSE NEAR THE WEST EDGE OF
 EG0575'GUNTOWN, GO WEST FOR 0.1
 EG0575'MILE TO U S HIGHWAY NO 45, THEN RIGHT, NORTH, ON NO 45
 EG0575'FOR 0.15 MILE TO THE STATION ON
 EG0575'THE RIGHT AS DESCRIBED.  TO REACH THE
 EG0575'AZIMUTH MARK FROM THE STATION, GO SOUTH ON NO.  45
 EG0575'FOR 0.15 MILE,
 EG0575'THEN RIGHT, WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 EG0575'RIGHT AS DESCRIBED
 EG0575'
 EG0575'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 EG0575'GUNTOWN 1950.
 EG0575'
 EG0575'REFERENCE MARK NO 1 IS 21 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 EG0575'AND 1 FOOT EAST OF A
 EG0575'WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS
 EG0575'STAMPED GUNTOWN NO 1 1950.
 EG0575'
 EG0575'REFERENCE MARK NO 2 IS 60 FEET WEST OF THE CENTER OF A GRAVELED RAOD,
 EG0575'46 FEET SOUTHWEST OF
 EG0575'A 36-INCH OAK TREE, AND 20 FEET EAST OF THE EAST
 EG0575'EDGE OF A LARGE SIGN BOARD.  IT
 EG0575'PROJECTS 2 INCHES, AND THE DISK IS
 EG0575'STAMPED GUNTOWN NO 2 1950.
 EG0575
 EG0575                          STATION RECOVERY (1965)
 EG0575
 EG0575'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0575'0.25 MI NW FROM GUNTOWN.
 EG0575'TO REACH THE STATION FROM THE SCHOOL NEAR THE WEST EDGE OF GUNTOWN GO
 EG0575'WEST FOR 0.1 MILE TO U. S. HIGHWAY 45, TURN RIGHT, NORTH ON U. S. 45
 EG0575'AND GO 0.15 MILE TO THE STATION ON THE RIGHT.  THE MARK IS A DISK SET
 EG0575'IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 76 FEET EAST OF
 EG0575'U. S. HIGHWAY 45, 61 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 51 FEET
 EG0575'NORTHWEST OF A 36-INCH OAK TREE, 1 FOOT EAST OF A METAL WITNESS POST,
 EG0575'AND FLUSH WITH THE GROUND.
 EG0575
 EG0575                          STATION RECOVERY (1972)
 EG0575
 EG0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 EG0575'RECOVERED IN GOOD CONDITION.
 EG0575
 EG0575                          STATION RECOVERY (1974)
 EG0575
 EG0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDF)
 EG0575'THE STATION WAS VISITED ON OCTOBER 19, 1974.  THE STATION, R.M. 1,
 EG0575'AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH WAS DESTROYED
 EG0575'DURING CONSTRUCTION OF MISSISSIPPI STATE HIGHWAY NO. 348, AS STATED
 EG0575'IN A PREVIOUS DESCRIPTION.  NONE OF THE REMAINING MARKS ARE IN
 EG0575'DANGER OF BEING DESTROYED.  ALL THREE MARKS ARE LOCATED ON
 EG0575'HIGHWAY RIGHT-OF-WAY.
 EG0575'
 EG0575'AN UP TO DATE DESCRIPTION OF THE STATION AND A NEW TO REACH
 EG0575'DESCRIPTION FOLLOWS.
 EG0575'
 EG0575'TO REACH THE STATION LOCATED NEAR THE NORTHWEST EDGE OF GUNTOWN,
 EG0575'PROCEED IN A NORTHWARD DIRECTION FROM THE JUNCTION OF UNITED STATES
 EG0575'HIGHWAY NO. 45 AND MISSISSIPPI STATE HIGHWAY NO. 348 FOR 0.15 MILES
 EG0575'TO THE STATION ON THE RIGHT AS DESCRIBED.
 EG0575'
 EG0575'THE STATION IS 76 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 45,
 EG0575'62 FEET WEST OF THE CENTER OF OLD HIGHWAY NO. 45, 52 FEET NORTHWEST
 EG0575'OF A 36-INCH OAK TREE, 33 FEET EAST OF A SEWER MANHOLE, 55 FEET
 EG0575'NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST, AND 149 FEET
 EG0575'SOUTH OF A POWER POLE.  THE STATION MARK IS FLUSH WITH THE GROUND
 EG0575'AND THE DISK IS STAMPED GUNTOWN 1950.
 EG0575'
 EG0575'REFERENCE MARK NO. 1 IS 21 FEET EAST OF OLD HIGHWAY NO. 45, 44 FEET
 EG0575'EAST OF A POWER POLE, AND 66 FEET NORTHEAST OF A 36-INCH OAK TREE.
 EG0575'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED GUNTOWN NO 1 1950.
 EG0575'
 EG0575'REFERENCE MARK NO. 2 IS 72 FEET SOUTHEAST OF A SEWER MANHOLE, 22 FEET
 EG0575'SOUTHEAST OF THE EASTERN MOST POLE OF A LARGE BILLBOARD, 51 FEET
 EG0575'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST, AND 47 FEET
 EG0575'SOUTHWEST OF A 36-INCH OAK TREE.  IT PROJECTS 3 INCHES, AND IS
 EG0575'STAMPED GUNTOWN NO 2 1950.
 EG0575'
 EG0575'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG0575'CYLINDERS.
 EG0575
 EG0575                          STATION RECOVERY (1979)
 EG0575
 EG0575'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 EG0575'RECOVERED IN GOOD CONDITION.
 EG0575
 EG0575                          STATION RECOVERY (1982)
 EG0575
 EG0575'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 EG0575'RECOVERED IN GOOD CONDITION.
 EG0575
 EG0575                          STATION RECOVERY (1983)
 EG0575
 EG0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0575'RECOVERED IN GOOD CONDITION.
 EG0575'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 EG0575
 EG0575                          STATION RECOVERY (1988)
 EG0575
 EG0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 EG0575'THE STATION WAS RECOVERED AT THIS DATE.
 EG0575'NEW DESCRIPTION FOLLOWS.
 EG0575'
 EG0575'THE STATION IS LOCATED ABOUT 0.2 KM (0.15 MI)
 EG0575'NORTH OF GUNTOWN, IN THE CENTER OF A GRASS TRIANGLE FORMED BY THE
 EG0575'JUNCTION OF U.S. HIGHWAY 45 AND A PAVED ROAD LEADING SOUTHWEST AND A
 EG0575'CONCRETE DRIVE TO A SMALL BUSINESS.
 EG0575'OWNERSHIP--MISSISSIPPI STATE HIGHWAY DEPARTMENT.
 EG0575'
 EG0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 EG0575'HIGHWAY 348 IN GUNTOWN, GO NORTH FOR 0.2 KM (0.15 MI) ON HIGHWAY 45
 EG0575'TO THE STATION ON THE RIGHT IN THE GRASS TRIANGLE FORMED BY A Y
 EG0575'ROAD LEADING SOUTHEAST AND A CONCRETE DRIVE FOR A SMALL BUSINESS.
 EG0575'
 EG0575'THE STATION IS A STANDARD CGS DISK
 EG0575'STAMPED---GUNTOWN 1950---,
 EG0575'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EG0575'30 CM IN DIAMETER RECESSED 30 CM BELOW GROUND.  LOCATED
 EG0575'23.9 METERS (78.3 FT) NORTH FROM THE NORTH EDGE OF THE CONCRETE
 EG0575'PARKING LOT FOR THE SMALL BUSINESS,
 EG0575'23.2 METERS (76.0 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 EG0575'18.6 METERS (61.0 FT) WEST-SOUTHWEST FROM THE CENTER OF THE PAVED
 EG0575'ROAD,
 EG0575'15.5 METERS (51.0 FT) NORTHWEST FROM A 1.0 METER IN DIAMETER OAK
 EG0575'TREE,
 EG0575'11.9 METERS (39.0 FT) WEST FROM A POWER POLE WITH A STREET LIGHT,
 EG0575'AND
 EG0575'0.3 METERS (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 EG0575'
 EG0575'DESCRIBED BY C.L. SMITH, TYPED BY C.L. SMITH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0576 ***********************************************************************
 EG0576  DESIGNATION -  GUNTOWN RM 1
 EG0576  PID         -  EG0576
 EG0576  STATE/COUNTY-  MS/LEE
 EG0576  USGS QUAD   -  GUNTOWN (1992)
 EG0576
 EG0576                         *CURRENT SURVEY CONTROL
 EG0576  ___________________________________________________________________
 EG0576* NAD 83(1986)-  34 26 56.     (N)    088 39 55.     (W)     SCALED    
 EG0576* NAVD 88     -       124.189  (meters)     407.44   (feet)  ADJUSTED  
 EG0576  ___________________________________________________________________
 EG0576  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0576  DYNAMIC HT  -         124.067 (meters)     407.04  (feet)  COMP
 EG0576  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EG0576
 EG0576  VERT ORDER  -  FIRST     CLASS II
 EG0576
 EG0576.The horizontal coordinates were scaled from a topographic map and have
 EG0576.an estimated accuracy of +/- 6 seconds.
 EG0576
 EG0576.The orthometric height was determined by differential leveling
 EG0576.and adjusted in June 1991.
 EG0576
 EG0576.The geoid height was determined by GEOID03.
 EG0576
 EG0576.The dynamic height is computed by dividing the NAVD 88
 EG0576.geopotential number by the normal gravity value computed on the
 EG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0576.degrees latitude (g = 980.6199 gals.).
 EG0576
 EG0576.The modeled gravity was interpolated from observed gravity values.
 EG0576
 EG0576;                    North         East    Units  Estimated Accuracy
 EG0576;SPC MS E     -   548,750.      315,440.      MT  (+/- 180 meters Scaled)
 EG0576
 EG0576                          SUPERSEDED SURVEY CONTROL
 EG0576
 EG0576  NGVD 29 (??/??/92)  124.153  (m)          407.33   (f) ADJ UNCH    1 2
 EG0576
 EG0576.Superseded values are not recommended for survey control.
 EG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0576.See file dsdata.txt to determine how the superseded data were derived.
 EG0576
 EG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD470131(NAD 83)
 EG0576_MARKER: DR = REFERENCE MARK DISK
 EG0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0576_STAMPING: GUNTOWN R.M. 1 1950
 EG0576_MARK LOGO: CGS   
 EG0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0576+STABILITY: SURFACE MOTION
 EG0576
 EG0576  HISTORY     - Date     Condition        Report By
 EG0576  HISTORY     - 1950     MONUMENTED       CGS
 EG0576  HISTORY     - 1965     GOOD             MSHD
 EG0576  HISTORY     - 19720502 GOOD             USGS
 EG0576  HISTORY     - 1979     GOOD             LOCSUR
 EG0576  HISTORY     - 19820301 GOOD             MSSU
 EG0576  HISTORY     - 1983     GOOD             NGS
 EG0576
 EG0576                          STATION DESCRIPTION
 EG0576
 EG0576'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0576'IN GUNTOWN.
 EG0576'TO REACH THE MARK FROM THE SCHOOL NEAR THE WESTERN EDGE OF GUNTOWN GO
 EG0576'WEST FOR 0.1 MILE TO U. S. HIGHWAY 45, TURN RIGHT, NORTH ON U. S.
 EG0576'HIGHWAY 45 AND GO 0.15 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 EG0576'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 82 FEET
 EG0576'EAST OF A METAL POST, 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 EG0576'ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS 8 INCHES.
 EG0576
 EG0576                          STATION RECOVERY (1972)
 EG0576
 EG0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 EG0576'RECOVERED IN GOOD CONDITION.
 EG0576
 EG0576                          STATION RECOVERY (1979)
 EG0576
 EG0576'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 EG0576'RECOVERED IN GOOD CONDITION.
 EG0576
 EG0576                          STATION RECOVERY (1982)
 EG0576
 EG0576'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 EG0576'RECOVERED IN GOOD CONDITION.
 EG0576
 EG0576                          STATION RECOVERY (1983)
 EG0576
 EG0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0576'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.61 METER (2.0 FT) WEST OF A
 EG0576'WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0574 ***********************************************************************
 EG0574  DESIGNATION -  GUNTOWN RM 2
 EG0574  PID         -  EG0574
 EG0574  STATE/COUNTY-  MS/LEE
 EG0574  USGS QUAD   -  GUNTOWN (1992)
 EG0574
 EG0574                         *CURRENT SURVEY CONTROL
 EG0574  ___________________________________________________________________
 EG0574* NAD 83(1986)-  34 26 56.     (N)    088 39 55.     (W)     SCALED    
 EG0574* NAVD 88     -       124.558  (meters)     408.65   (feet)  ADJUSTED  
 EG0574  ___________________________________________________________________
 EG0574  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0574  DYNAMIC HT  -         124.436 (meters)     408.25  (feet)  COMP
 EG0574  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 EG0574
 EG0574  VERT ORDER  -  FIRST     CLASS II
 EG0574
 EG0574.The horizontal coordinates were scaled from a topographic map and have
 EG0574.an estimated accuracy of +/- 6 seconds.
 EG0574
 EG0574.The orthometric height was determined by differential leveling
 EG0574.and adjusted in June 1991.
 EG0574
 EG0574.The geoid height was determined by GEOID03.
 EG0574
 EG0574.The dynamic height is computed by dividing the NAVD 88
 EG0574.geopotential number by the normal gravity value computed on the
 EG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0574.degrees latitude (g = 980.6199 gals.).
 EG0574
 EG0574.The modeled gravity was interpolated from observed gravity values.
 EG0574
 EG0574;                    North         East    Units  Estimated Accuracy
 EG0574;SPC MS E     -   548,750.      315,440.      MT  (+/- 180 meters Scaled)
 EG0574
 EG0574                          SUPERSEDED SURVEY CONTROL
 EG0574
 EG0574  NGVD 29 (??/??/92)  124.447  (m)          408.29   (f) ADJ UNCH    1 2
 EG0574
 EG0574.Superseded values are not recommended for survey control.
 EG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0574.See file dsdata.txt to determine how the superseded data were derived.
 EG0574
 EG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD470131(NAD 83)
 EG0574_MARKER: DR = REFERENCE MARK DISK
 EG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0574_STAMPING: GUNTOWN RM. 2 1950
 EG0574_MARK LOGO: CGS   
 EG0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0574+STABILITY: SURFACE MOTION
 EG0574
 EG0574  HISTORY     - Date     Condition        Report By
 EG0574  HISTORY     - 1950     MONUMENTED       CGS
 EG0574  HISTORY     - 1965     GOOD             MSHD
 EG0574  HISTORY     - 19720502 GOOD             USGS
 EG0574  HISTORY     - 1979     GOOD             LOCSUR
 EG0574  HISTORY     - 19820301 GOOD             MSSU
 EG0574  HISTORY     - 1983     GOOD             NGS
 EG0574
 EG0574                          STATION DESCRIPTION
 EG0574
 EG0574'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0574'0.25 MI NW FROM GUNTOWN.
 EG0574'TO REACH THE MARK FROM THE SCHOOL NEAR THE WEST EDGE OF GUNTOWN GO
 EG0574'WEST FOR 0.1 MILE TO U. S. HIGHWAY 45, TURN RIGHT, NORTH ON U. S.
 EG0574'HIGHWAY 45 AND GO 0.15 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 EG0574'DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS 60 FEET
 EG0574'WEST OF THE CENTER OF A GRAVEL ROAD, 46 FEET SOUTHWEST OF A 36-INCH
 EG0574'OAK TREE, 20 FEET EAST OF THE EAST EDGE OF A LARGE SIGN, 1 FOOT ABOVE
 EG0574'THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES.
 EG0574
 EG0574                          STATION RECOVERY (1972)
 EG0574
 EG0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 EG0574'RECOVERED IN GOOD CONDITION.
 EG0574
 EG0574                          STATION RECOVERY (1979)
 EG0574
 EG0574'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 EG0574'RECOVERED IN GOOD CONDITION.
 EG0574
 EG0574                          STATION RECOVERY (1982)
 EG0574
 EG0574'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 EG0574'RECOVERED IN GOOD CONDITION.
 EG0574
 EG0574                          STATION RECOVERY (1983)
 EG0574
 EG0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0574'RECOVERED IN GOOD CONDITION.
 EG0574'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9938 ***********************************************************************
 AA9938  SACS        -  This is a Secondary Airport Control Station.
 AA9938  DESIGNATION -  GWO AP 1969 STA A GNL
 AA9938  PID         -  AA9938
 AA9938  STATE/COUNTY-  MS/CARROLL
 AA9938  USGS QUAD   -  BROWNING (1982)
 AA9938
 AA9938                         *CURRENT SURVEY CONTROL
 AA9938  ___________________________________________________________________
 AA9938* NAD 83(2007)-  33 30 06.45714(N)    090 04 42.04001(W)     ADJUSTED  
 AA9938* NAVD 88     -        46.77   (+/-2cm)     153.4    (feet)  VERTCON   
 AA9938  ___________________________________________________________________
 AA9938  EPOCH DATE  -        2002.00
 AA9938  X           -      -7,279.836 (meters)                     COMP
 AA9938  Y           -  -5,323,971.706 (meters)                     COMP
 AA9938  Z           -   3,500,511.374 (meters)                     COMP
 AA9938  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA9938  ELLIP HEIGHT-          20.281 (meters)          (02/10/07) ADJUSTED
 AA9938  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AA9938
 AA9938  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9938  Type    PID    Designation                      North   East  Ellip
 AA9938  -------------------------------------------------------------------
 AA9938  NETWORK AA9938 GWO AP 1969 STA A GNL             2.12   1.53   8.68
 AA9938  -------------------------------------------------------------------
 AA9938  VERT ORDER  -  THIRD ? (See Below)
 AA9938
 AA9938.This mark is at Greenwood-Leflore Airport (GWO)
 AA9938
 AA9938.The horizontal coordinates were established by GPS observations
 AA9938.and adjusted by the National Geodetic Survey in February 2007.
 AA9938
 AA9938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9938.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9938.The horizontal coordinates are valid at the epoch date displayed above.
 AA9938.The epoch date for horizontal control is a decimal equivalence
 AA9938.of Year/Month/Day.
 AA9938
 AA9938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9938
 AA9938.GPS derived orthometric heights for airport stations designated as
 AA9938.PACS or SACS are published to 2 decimal places.  This maintains
 AA9938.centimeter relative accuracy between the PACS and SACS.  It does
 AA9938.not indicate centimeter accuracy relative to other marks which are
 AA9938.part of the NAVD 88 network.
 AA9938.The vertical order pertains to the NGVD 29 superseded value.
 AA9938
 AA9938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9938
 AA9938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9938
 AA9938.The ellipsoidal height was determined by GPS observations
 AA9938.and is referenced to NAD 83.
 AA9938
 AA9938.The geoid height was determined by GEOID03.
 AA9938
 AA9938;                    North         East     Units Scale Factor Converg.
 AA9938;SPC MS W     -   443,719.080   723,692.573   MT  0.99995692   +0 08 26.7
 AA9938;SPC MS W     - 1,455,768.35  2,374,314.72   sFT  0.99995692   +0 08 26.7
 AA9938;UTM  15      - 3,710,739.768   771,419.782   MT  1.00050834   +1 36 49.1
 AA9938;UTM  16      - 3,711,160.999   214,018.557   MT  1.00060843   -1 42 01.0
 AA9938
 AA9938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9938!SPC MS W     -   0.99999682  x   0.99995692  =   0.99995374
 AA9938!UTM  15      -   0.99999682  x   1.00050834  =   1.00050515
 AA9938!UTM  16      -   0.99999682  x   1.00060843  =   1.00060524
 AA9938
 AA9938:                Primary Azimuth Mark                     Grid Az
 AA9938:SPC MS W     -  GWO AP 1969 STA B GNL                    232 20 40.5
 AA9938:UTM  15      -  GWO AP 1969 STA B GNL                    230 52 18.1
 AA9938:UTM  16      -  GWO AP 1969 STA B GNL                    234 11 08.2
 AA9938
 AA9938|---------------------------------------------------------------------|
 AA9938| PID    Reference Object                     Distance      Geod. Az  |
 AA9938|                                                           dddmmss.s |
 AA9938| AA9937 GWO AP 1969 STA B GNL               APPROX. 1.5 KM 2322907.2 |
 AA9938|---------------------------------------------------------------------|
 AA9938
 AA9938                          SUPERSEDED SURVEY CONTROL
 AA9938
 AA9938  ELLIP H (04/15/02)   20.253  (m)                       GP(       ) 4 1
 AA9938  NAD 83(1993)-  33 30 06.45672(N)    090 04 42.03982(W) AD(       ) 1
 AA9938  ELLIP H (01/19/96)   20.311  (m)                       GP(       ) 3 2
 AA9938  NGVD 29 (01/19/96)   46.83   (m)          153.6    (f) LEVELING    3  
 AA9938
 AA9938.Superseded values are not recommended for survey control.
 AA9938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9938.See file dsdata.txt to determine how the superseded data were derived.
 AA9938
 AA9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7142010740(NAD 83)
 AA9938_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9938_STAMPING: AP 1969 STA A GNL
 AA9938_MARK LOGO: CGS   
 AA9938_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9938+STABILITY: SURFACE MOTION
 AA9938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9938+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AA9938
 AA9938  HISTORY     - Date     Condition        Report By
 AA9938  HISTORY     - 1969     MONUMENTED       CGS
 AA9938  HISTORY     - 19940630 GOOD             NGS
 AA9938
 AA9938                          STATION DESCRIPTION
 AA9938
 AA9938'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JVT)
 AA9938'THE STATION IS LOCATED AT THE GREENWOOD-LEFLORE AIRPORT IN GREENWOOD,
 AA9938'MS AT END RWY 23, 50.2 FT (15.3 M) NW OF THE NW CORNER OF THE RUNWAY
 AA9938'END, 49.0 FT (14.9 M) WEST OF THE NORTHERN MOST THRESHOLD LIGHT, AND
 AA9938'125.1 FT (38.1 M) NW OF THE CENTERLINE END RWY 23.
 AA9938' 
 AA9938'THE MARK IS A STANDARD TOPO DISK SET IN THE TOP OF A SQUARE CONCRETE
 AA9938'POST AND FLUSH WITH THE GROUND.  IT IS STAMPED ---AP 1969 STA A
 AA9938'GNL---.
 AA9938
 AA9938                          STATION RECOVERY (1994)
 AA9938
 AA9938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA9938'THE STATION IS LOCATED AT END RWY 23, 50.2 FT (15.3 M) NW OF THE NW
 AA9938'CORNER OF THE RUNWAY END, 49.0 FT (14.9 M) WEST OF THE NORTHERN MOST
 AA9938'THRESHOLD LIGHT AND 125.10 FT (38.13 M) NW OF THE C/L END RWY 23. THE
 AA9938'MARK IS A STANDARD TOPO DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 AA9938'AND FLUSH WITH GROUND.  IT IS STAMPED AP 1969 STA A GNL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9937 ***********************************************************************
 AA9937  PACS        -  This is a Primary Airport Control Station.
 AA9937  DESIGNATION -  GWO AP 1969 STA B GNL
 AA9937  PID         -  AA9937
 AA9937  STATE/COUNTY-  MS/CARROLL
 AA9937  USGS QUAD   -  GRAVEL HILL (1982)
 AA9937
 AA9937                         *CURRENT SURVEY CONTROL
 AA9937  ___________________________________________________________________
 AA9937* NAD 83(2007)-  33 29 36.42394(N)    090 05 28.72592(W)     ADJUSTED  
 AA9937* NAVD 88     -        42.67   (+/-2cm)     140.0    (feet)  VERTCON   
 AA9937  ___________________________________________________________________
 AA9937  EPOCH DATE  -        2002.00
 AA9937  X           -      -8,485.670 (meters)                     COMP
 AA9937  Y           -  -5,324,477.178 (meters)                     COMP
 AA9937  Z           -   3,499,737.491 (meters)                     COMP
 AA9937  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA9937  ELLIP HEIGHT-          16.179 (meters)          (02/10/07) ADJUSTED
 AA9937  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AA9937
 AA9937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9937  Type    PID    Designation                      North   East  Ellip
 AA9937  -------------------------------------------------------------------
 AA9937  NETWORK AA9937 GWO AP 1969 STA B GNL             1.23   1.08   5.14
 AA9937  -------------------------------------------------------------------
 AA9937  VERT ORDER  -  THIRD ? (See Below)
 AA9937
 AA9937.This mark is at Greenwood-Leflore Airport (GWO)
 AA9937
 AA9937.The horizontal coordinates were established by GPS observations
 AA9937.and adjusted by the National Geodetic Survey in February 2007.
 AA9937
 AA9937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9937.The horizontal coordinates are valid at the epoch date displayed above.
 AA9937.The epoch date for horizontal control is a decimal equivalence
 AA9937.of Year/Month/Day.
 AA9937
 AA9937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9937
 AA9937.GPS derived orthometric heights for airport stations designated as
 AA9937.PACS or SACS are published to 2 decimal places.  This maintains
 AA9937.centimeter relative accuracy between the PACS and SACS.  It does
 AA9937.not indicate centimeter accuracy relative to other marks which are
 AA9937.part of the NAVD 88 network.
 AA9937.The vertical order pertains to the NGVD 29 superseded value.
 AA9937
 AA9937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9937
 AA9937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9937
 AA9937.The ellipsoidal height was determined by GPS observations
 AA9937.and is referenced to NAD 83.
 AA9937
 AA9937.The geoid height was determined by GEOID03.
 AA9937
 AA9937;                    North         East     Units Scale Factor Converg.
 AA9937;SPC MS W     -   442,790.937   722,489.763   MT  0.99995623   +0 08 00.8
 AA9937;SPC MS W     - 1,452,723.27  2,370,368.50   sFT  0.99995623   +0 08 00.8
 AA9937;UTM  15      - 3,709,780.493   770,240.577   MT  1.00050046   +1 36 22.0
 AA9937
 AA9937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9937!SPC MS W     -   0.99999746  x   0.99995623  =   0.99995369
 AA9937!UTM  15      -   0.99999746  x   1.00050046  =   1.00049792
 AA9937
 AA9937:                Primary Azimuth Mark                     Grid Az
 AA9937:SPC MS W     -  GWO AP 1969 STA A GNL                    052 20 40.7
 AA9937:UTM  15      -  GWO AP 1969 STA A GNL                    050 52 19.5
 AA9937
 AA9937|---------------------------------------------------------------------|
 AA9937| PID    Reference Object                     Distance      Geod. Az  |
 AA9937|                                                           dddmmss.s |
 AA9937| AA9938 GWO AP 1969 STA A GNL               APPROX. 1.5 KM 0522841.5 |
 AA9937| AA9939 GWO ARP GNL 1969                    APPROX. 0.5 KM 0715852.0 |
 AA9937|---------------------------------------------------------------------|
 AA9937
 AA9937                          SUPERSEDED SURVEY CONTROL
 AA9937
 AA9937  ELLIP H (04/15/02)   16.146  (m)                       GP(       ) 4 1
 AA9937  NAD 83(1993)-  33 29 36.42351(N)    090 05 28.72576(W) AD(       ) B
 AA9937  ELLIP H (01/19/96)   16.205  (m)                       GP(       ) 3 2
 AA9937  NGVD 29 (01/19/96)   42.74   (m)          140.2    (f) LEVELING    3  
 AA9937
 AA9937.Superseded values are not recommended for survey control.
 AA9937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9937.See file dsdata.txt to determine how the superseded data were derived.
 AA9937
 AA9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7024109780(NAD 83)
 AA9937_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9937_STAMPING: AP 1969 STA B GNL
 AA9937_MARK LOGO: CGS   
 AA9937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9937+STABILITY: SURFACE MOTION
 AA9937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9937+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AA9937
 AA9937  HISTORY     - Date     Condition        Report By
 AA9937  HISTORY     - 1969     MONUMENTED       CGS
 AA9937  HISTORY     - 19940630 GOOD             NGS
 AA9937
 AA9937                          STATION DESCRIPTION
 AA9937
 AA9937'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JVT)
 AA9937'THE STATION IS LOCATED AT THE GREENWOOD-LEFLORE AIRPORT IN GREENWOOD,
 AA9937'MS.
 AA9937' 
 AA9937'THE STATION IS LOCATED AT END RWY 5, 49.5 FT (15.1 M) NORTH OF THE
 AA9937'NORTHERN MOST THRESHOLD LIGHT, 49.6 FT (15.1 M) NW OF NW EDGE OF THE
 AA9937'RUNWAY, AND 125.28 FT (38.19 M) NW OF THE CENTERLINE OF END RWY 5.
 AA9937' 
 AA9937'THE MARK IS A STANDARD TOPO DISK STAMPED ---AP 1969 STA B GNL--- SET
 AA9937'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 AA9937
 AA9937                          STATION RECOVERY (1994)
 AA9937
 AA9937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA9937'THE STATION IS LOCATED AT END RWY 5.  49.5 FT (15.1 M) NORTH OF
 AA9937'NORTHERN MOST THRESHOLD 1T.  49.6 FT (15.1 M) NW OF NW EDGE OF THE
 AA9937'RUNWAY, 125.28 FT (38.19 M) NW OF THE C/L END RWY 5.  THE MARK IS A
 AA9937'STANDARD TOPO DISK STAMPED AP 1969 STA B GNL, SET IN THE TOP OF A
 AA9937'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9939 ***********************************************************************
 AA9939  SACS        -  This is a Secondary Airport Control Station.
 AA9939  DESIGNATION -  GWO ARP GNL 1969
 AA9939  PID         -  AA9939
 AA9939  STATE/COUNTY-  MS/CARROLL
 AA9939  USGS QUAD   -  GRAVEL HILL (1982)
 AA9939
 AA9939                         *CURRENT SURVEY CONTROL
 AA9939  ___________________________________________________________________
 AA9939* NAD 83(2007)-  33 29 41.70141(N)    090 05 09.36017(W)     ADJUSTED  
 AA9939* NAVD 88     -        43.70   (+/-2cm)     143.4    (feet)  VERTCON   
 AA9939  ___________________________________________________________________
 AA9939  EPOCH DATE  -        2002.00
 AA9939  X           -      -7,985.633 (meters)                     COMP
 AA9939  Y           -  -5,324,389.053 (meters)                     COMP
 AA9939  Z           -   3,499,873.635 (meters)                     COMP
 AA9939  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA9939  ELLIP HEIGHT-          17.174 (meters)          (02/10/07) ADJUSTED
 AA9939  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AA9939
 AA9939  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9939  Type    PID    Designation                      North   East  Ellip
 AA9939  -------------------------------------------------------------------
 AA9939  NETWORK AA9939 GWO ARP GNL 1969                  1.94   1.63   6.57
 AA9939  -------------------------------------------------------------------
 AA9939  VERT ORDER  -  THIRD ? (See Below)
 AA9939
 AA9939.This mark is at Greenwood-Leflore Airport (GWO)
 AA9939
 AA9939.The horizontal coordinates were established by GPS observations
 AA9939.and adjusted by the National Geodetic Survey in February 2007.
 AA9939
 AA9939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9939.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9939.The horizontal coordinates are valid at the epoch date displayed above.
 AA9939.The epoch date for horizontal control is a decimal equivalence
 AA9939.of Year/Month/Day.
 AA9939
 AA9939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9939
 AA9939.GPS derived orthometric heights for airport stations designated as
 AA9939.PACS or SACS are published to 2 decimal places.  This maintains
 AA9939.centimeter relative accuracy between the PACS and SACS.  It does
 AA9939.not indicate centimeter accuracy relative to other marks which are
 AA9939.part of the NAVD 88 network.
 AA9939.The vertical order pertains to the NGVD 29 superseded value.
 AA9939
 AA9939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9939
 AA9939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9939
 AA9939.The ellipsoidal height was determined by GPS observations
 AA9939.and is referenced to NAD 83.
 AA9939
 AA9939.The geoid height was determined by GEOID03.
 AA9939
 AA9939;                    North         East     Units Scale Factor Converg.
 AA9939;SPC MS W     -   442,954.703   722,989.255   MT  0.99995651   +0 08 11.5
 AA9939;SPC MS W     - 1,453,260.55  2,372,007.25   sFT  0.99995651   +0 08 11.5
 AA9939;UTM  15      - 3,709,957.137   770,735.966   MT  1.00050377   +1 36 32.9
 AA9939
 AA9939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9939!SPC MS W     -   0.99999730  x   0.99995651  =   0.99995381
 AA9939!UTM  15      -   0.99999730  x   1.00050377  =   1.00050107
 AA9939
 AA9939:                Primary Azimuth Mark                     Grid Az
 AA9939:SPC MS W     -  GWO AP 1969 STA B GNL                    251 50 51.2
 AA9939:UTM  15      -  GWO AP 1969 STA B GNL                    250 22 29.8
 AA9939
 AA9939|---------------------------------------------------------------------|
 AA9939| PID    Reference Object                     Distance      Geod. Az  |
 AA9939|                                                           dddmmss.s |
 AA9939| AA9937 GWO AP 1969 STA B GNL               APPROX. 0.5 KM 2515902.7 |
 AA9939|---------------------------------------------------------------------|
 AA9939
 AA9939                          SUPERSEDED SURVEY CONTROL
 AA9939
 AA9939  ELLIP H (04/15/02)   17.144  (m)                       GP(       ) 4 1
 AA9939  NAD 83(1993)-  33 29 41.70102(N)    090 05 09.36002(W) AD(       ) 1
 AA9939  ELLIP H (01/19/96)   17.203  (m)                       GP(       ) 3 2
 AA9939  NGVD 29 (01/19/96)   43.77   (m)          143.6    (f) LEVELING    3  
 AA9939
 AA9939.Superseded values are not recommended for survey control.
 AA9939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9939.See file dsdata.txt to determine how the superseded data were derived.
 AA9939
 AA9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT7073609957(NAD 83)
 AA9939_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9939_STAMPING: ARP GNL 1969
 AA9939_MARK LOGO: CGS   
 AA9939_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9939+STABILITY: SURFACE MOTION
 AA9939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9939+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AA9939
 AA9939  HISTORY     - Date     Condition        Report By
 AA9939  HISTORY     - 1969     MONUMENTED       CGS
 AA9939  HISTORY     - 19940630 GOOD             NGS
 AA9939
 AA9939                          STATION DESCRIPTION
 AA9939
 AA9939'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JVT)
 AA9939'THE STATION IS LOCATED AT THE GREENWOOD-LEFLORE AIRPORT IN GREENWOOD,
 AA9939'MS IN THE GRASSY AREA BETWEEN RUNWAY 5-23 AND THE RAMP.  IT IS NW OF
 AA9939'THE FLIGHT SERVICE STATION BUILDING, 267.0 FT (81.4 M) NE OF THE
 AA9939'CORNER OF THE CONCRETE RAMP, 124.8 FT (38.0 M) EAST OF THE EAST EDGE
 AA9939'OF THE TAXIWAY TO RUNWAY END 18, 48.5 FT (14.8 M) NW OF THE NE EDGE OF
 AA9939'THE RAMP, AND 377.2 FT (115.0 M) SE OF THE SE EDGE OF RUNWAY 5-23.
 AA9939' 
 AA9939'THE MARK IS A STANDARD TOPO DISK STAMPED ---ARP GNL 1969--- SET IN THE
 AA9939'TOP OF A CONCRETE POST, AND IS FLUSH WITH THE GROUND.
 AA9939
 AA9939                          STATION RECOVERY (1994)
 AA9939
 AA9939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA9939'THE STATION IS LOCATED IN THE GRASSY AREA BETWEEN RUNWAY 5-23 AND THE
 AA9939'RAMP.  IT IS NW OF THE FLIGHT SERVICE STATION BUILDING, 267.0 FEET
 AA9939'(81.4 M) NE OF THE CORNER OF THE CONCRETE RAMP, 124.8 FEET (38.0 M)
 AA9939'EAST OF THE EAST EDGE OF THE TAXIWAY TO RUNWAY END 18, 48.5 FEET (14.8
 AA9939'M) NW OF THE NW EDGE OF THE RAMP AND 377.2 FEET (115.0 M) SE OF THE SE
 AA9939'EDGE OF RUNWAY 5-23.  THE MARK IS A STANDARD TOPO DISK STAMPED ARP GNL
 AA9939'1969, SET IN THE TOP OF A CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0539 ***********************************************************************
 EH0539  DESIGNATION -  H
 EH0539  PID         -  EH0539
 EH0539  STATE/COUNTY-  MS/COAHOMA
 EH0539  USGS QUAD   -  CLARKSDALE (1967)
 EH0539
 EH0539                         *CURRENT SURVEY CONTROL
 EH0539  ___________________________________________________________________
 EH0539* NAD 83(1986)-  34 14 45.     (N)    090 32 32.     (W)     SCALED    
 EH0539* NAVD 88     -        53.464  (meters)     175.41   (feet)  ADJUSTED  
 EH0539  ___________________________________________________________________
 EH0539  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0539  DYNAMIC HT  -          53.411 (meters)     175.23  (feet)  COMP
 EH0539  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EH0539
 EH0539  VERT ORDER  -  FIRST     CLASS II
 EH0539
 EH0539.The horizontal coordinates were scaled from a topographic map and have
 EH0539.an estimated accuracy of +/- 6 seconds.
 EH0539
 EH0539.The orthometric height was determined by differential leveling
 EH0539.and adjusted in June 1991.
 EH0539
 EH0539.The geoid height was determined by GEOID03.
 EH0539
 EH0539.The dynamic height is computed by dividing the NAVD 88
 EH0539.geopotential number by the normal gravity value computed on the
 EH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0539.degrees latitude (g = 980.6199 gals.).
 EH0539
 EH0539.The modeled gravity was interpolated from observed gravity values.
 EH0539
 EH0539;                    North         East    Units  Estimated Accuracy
 EH0539;SPC MS W     -   526,240.      680,760.      MT  (+/- 180 meters Scaled)
 EH0539
 EH0539                          SUPERSEDED SURVEY CONTROL
 EH0539
 EH0539  NGVD 29 (??/??/??)   53.515  (m)          175.57   (f) ADJUSTED    1 2
 EH0539
 EH0539.Superseded values are not recommended for survey control.
 EH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0539.See file dsdata.txt to determine how the superseded data were derived.
 EH0539
 EH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT263921(NAD 83)
 EH0539_MARKER: DB = BENCH MARK DISK
 EH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0539_STAMPING: H 1933
 EH0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0539+STABILITY: SURFACE MOTION
 EH0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0539+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008
 EH0539
 EH0539  HISTORY     - Date     Condition        Report By
 EH0539  HISTORY     - 1933     MONUMENTED       CGS
 EH0539  HISTORY     - 1973     GOOD             MSHD
 EH0539  HISTORY     - 20030623 GOOD             USACE
 EH0539  HISTORY     - 20080130 GOOD             MSDOT
 EH0539
 EH0539                          STATION DESCRIPTION
 EH0539
 EH0539'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0539'3.4 MI NE FROM CLARKSDALE.
 EH0539'THE MARK IS LOCATED 3.4 MILES NE OF THE COURTHOUSE IN CLARKSDALE, 1.9
 EH0539'MILES NORTH OF THE POST OFFICE AT LYON, 1.95 MILES SOUTH OF THE BLACK
 EH0539'TOP ROAD CROSSING AT CLOVER HILL, 0.4 MILE SOUTH OF MILE POST 72, 0.15
 EH0539'MILE SOUTH OF A CONCRETE BRIDGE OVER A LARGE DRAIN DITCH IN THE NE
 EH0539'ANGLE OF A FARM ROAD CROSSING OF THE ICRR TRACK IN THE NE 1/4 OF
 EH0539'SECTION 6, T 27N, R 3W.  IT IS 22.5 FEET EAST OF THE EAST RAIL, 49
 EH0539'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 26 FEET NORTH OF THE
 EH0539'CENTER OF A FARM ROAD, 8.5 FEET SOUTH OF A TELEPHONE POLE WITH A BOARD
 EH0539'WITH THE NO. 150 ON IT, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN
 EH0539'THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL
 EH0539'OF THE TRACK AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION
 EH0539'OF U.S. HIGHWAY 49 AND 61 IN CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR
 EH0539'1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 6. CONTINUE NORTH ON U.S.
 EH0539'HIGHWAY 61 FOR 1.7 MILES TO A CROSSROAD. TURN LEFT AND GO WEST ON A
 EH0539'GRAVELED ROAD FOR 0.6 MILE TO A T INTERSECTION JUST BEFORE REACHING
 EH0539'THE RAILROAD TRACK. TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD FOR
 EH0539'0.9 MILE TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
 EH0539
 EH0539                          STATION RECOVERY (2003)
 EH0539
 EH0539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0539'RECOVERED IN GOOD CONDITION.
 EH0539
 EH0539                          STATION RECOVERY (2008)
 EH0539
 EH0539'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0973 ***********************************************************************
 DJ0973  DESIGNATION -  H
 DJ0973  PID         -  DJ0973
 DJ0973  STATE/COUNTY-  MS/CLAY
 DJ0973  USGS QUAD   -  WEST POINT (1987)
 DJ0973
 DJ0973                         *CURRENT SURVEY CONTROL
 DJ0973  ___________________________________________________________________
 DJ0973* NAD 83(1986)-  33 36 14.     (N)    088 38 52.     (W)     SCALED    
 DJ0973* NAVD 88     -        72.790  (meters)     238.81   (feet)  POSTED    
 DJ0973  ___________________________________________________________________
 DJ0973  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DJ0973  DYNAMIC HT  -          72.710 (meters)     238.55  (feet)  COMP
 DJ0973  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 DJ0973
 DJ0973  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DJ0973
 DJ0973.The horizontal coordinates were scaled from a topographic map and have
 DJ0973.an estimated accuracy of +/- 6 seconds.
 DJ0973
 DJ0973.The orthometric height was determined by differential leveling
 DJ0973.and adjusted by the  in 1992.
 DJ0973.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DJ0973.rate of 1.1 thru 2.0 mm/km.
 DJ0973
 DJ0973.The geoid height was determined by GEOID03.
 DJ0973
 DJ0973.The dynamic height is computed by dividing the NAVD 88
 DJ0973.geopotential number by the normal gravity value computed on the
 DJ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0973.degrees latitude (g = 980.6199 gals.).
 DJ0973
 DJ0973.The modeled gravity was interpolated from observed gravity values.
 DJ0973
 DJ0973;                    North         East    Units  Estimated Accuracy
 DJ0973;SPC MS E     -   455,030.      317,220.      MT  (+/- 180 meters Scaled)
 DJ0973
 DJ0973                          SUPERSEDED SURVEY CONTROL
 DJ0973
 DJ0973  NGVD 29 (??/??/92)   72.795  (m)          238.83   (f) ADJ UNCH    1 2
 DJ0973
 DJ0973.Superseded values are not recommended for survey control.
 DJ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0973.See file dsdata.txt to determine how the superseded data were derived.
 DJ0973
 DJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471194(NAD 83)
 DJ0973_MARKER: Q = CHISELED SQUARE
 DJ0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0973_SP_SET: BUILDING
 DJ0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0973
 DJ0973  HISTORY     - Date     Condition        Report By
 DJ0973  HISTORY     - UNK      MONUMENTED       CGS
 DJ0973  HISTORY     - 1933     GOOD             NGS
 DJ0973  HISTORY     - 1962     MARK NOT FOUND   NGS
 DJ0973
 DJ0973                          STATION DESCRIPTION
 DJ0973
 DJ0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DJ0973'IN WEST POINT.
 DJ0973'AT WEST POINT, CLAY COUNTY, MISS.  BOTTOM OF SQUARE CAVITY CUT IN
 DJ0973'BRICK IN THE TOP OF OFFSET ON THE EAST FRONT OF THE JACKSON HOUSE.
 DJ0973'CENTER OF BENCH TO EXTREME EAST EDGE OF BRICK MEASURES 0.0.2 METRE.
 DJ0973
 DJ0973                          STATION RECOVERY (1962)
 DJ0973
 DJ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DJ0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0298 ***********************************************************************
 BW0298  DESIGNATION -  H 10
 BW0298  PID         -  BW0298
 BW0298  STATE/COUNTY-  MS/WALTHALL
 BW0298  USGS QUAD   -  MESA (1970)
 BW0298
 BW0298                         *CURRENT SURVEY CONTROL
 BW0298  ___________________________________________________________________
 BW0298* NAD 83(1986)-  31 09 52.     (N)    090 14 44.     (W)     SCALED    
 BW0298* NAVD 88     -       109.17   (+/-2cm)     358.2    (feet)  VERTCON   
 BW0298  ___________________________________________________________________
 BW0298  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BW0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0298
 BW0298.The horizontal coordinates were scaled from a topographic map and have
 BW0298.an estimated accuracy of +/- 6 seconds.
 BW0298
 BW0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0298.The vertical order pertains to the NGVD 29 superseded value.
 BW0298
 BW0298.The geoid height was determined by GEOID03.
 BW0298
 BW0298;                    North         East    Units  Estimated Accuracy
 BW0298;SPC MS W     -   184,510.      708,370.      MT  (+/- 180 meters Scaled)
 BW0298
 BW0298                          SUPERSEDED SURVEY CONTROL
 BW0298
 BW0298  NGVD 29 (??/??/??)  109.188  (m)          358.23   (f) ADJUSTED    1 2
 BW0298
 BW0298.Superseded values are not recommended for survey control.
 BW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0298.See file dsdata.txt to determine how the superseded data were derived.
 BW0298
 BW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ625510(NAD 83)
 BW0298_MARKER: DB = BENCH MARK DISK
 BW0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0298_STAMPING: H 10 1934 358.201
 BW0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0298+STABILITY: SURFACE MOTION
 BW0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0298+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 BW0298
 BW0298  HISTORY     - Date     Condition        Report By
 BW0298  HISTORY     - 1934     MONUMENTED       CGS
 BW0298  HISTORY     - 1968     GOOD             MSHD
 BW0298  HISTORY     - 20030728 GOOD             DUNGAN
 BW0298
 BW0298                          STATION DESCRIPTION
 BW0298
 BW0298'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0298'7.0 MI NW FROM TYLERTOWN.
 BW0298'THE MARK IS LOCATED 7.0 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0298'TYLERTOWN IN THE NORTHWEST ANGLE OF THE CROSSING OF THE FERNWOOD,
 BW0298'COLUMBIA AND GLUF RAILROAD TRACK WITH A GRAVELED ROAD, IN THE
 BW0298'SOUTHEAST 1/4 OF SECTION 1, T 2N, R 9E.  IT IS 34 FEET NORTHWEST OF
 BW0298'THE CENTER OF THE CROSSING, 14 FEET NORTH OF THE NORTH RAIL, 27 FEET
 BW0298'WEST OF THE CENTER OF A GRAVELED ROAD, 43 FEET NORTH NORTHWEST OF
 BW0298'TELEPHONE LINE POLE NO. 503, 64 FEET NORTHEAST OF A FENCE CORNER, 34
 BW0298'FEET SOUTHWEST OF A RAILROAD STOP SIGN, 6 FEET EAST OF A FENCE, 1 FOOT
 BW0298'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE
 BW0298'CONCRETE POST ABOUT LEVEL WITH THE TRACK AND PROJECTS 4 INCHES. NOTE--
 BW0298'TO REACH FROM THE U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S.
 BW0298'HIGHWAY 98 FOR 6.4 MILES TO A CROSSROADS.  CONTINUE NORTHWEST ON U.S.
 BW0298'HIGHWAY 98 FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT (SOUTHWEST)
 BW0298'AND CONTINUE ON AN ALL WEATHER ROAD FOR 0.6 MILE TO A RAILROAD TRACK
 BW0298'AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW0298
 BW0298                          STATION RECOVERY (2003)
 BW0298
 BW0298'RECOVERY NOTE BY DUNGAN ENGINEERING 2003 (JC)
 BW0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0710 ***********************************************************************
 CO0710  DESIGNATION -  H 100
 CO0710  PID         -  CO0710
 CO0710  STATE/COUNTY-  MS/LEAKE
 CO0710  USGS QUAD   -  RENFROE (1989)
 CO0710
 CO0710                         *CURRENT SURVEY CONTROL
 CO0710  ___________________________________________________________________
 CO0710* NAD 83(1986)-  32 47 26.     (N)    089 23 14.     (W)     SCALED    
 CO0710* NAVD 88     -       118.403  (meters)     388.46   (feet)  ADJUSTED  
 CO0710  ___________________________________________________________________
 CO0710  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CO0710  DYNAMIC HT  -         118.270 (meters)     388.02  (feet)  COMP
 CO0710  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 CO0710
 CO0710  VERT ORDER  -  SECOND    CLASS 0
 CO0710
 CO0710.The horizontal coordinates were scaled from a topographic map and have
 CO0710.an estimated accuracy of +/- 6 seconds.
 CO0710
 CO0710.The orthometric height was determined by differential leveling
 CO0710.and adjusted in June 1991.
 CO0710
 CO0710.The geoid height was determined by GEOID03.
 CO0710
 CO0710.The dynamic height is computed by dividing the NAVD 88
 CO0710.geopotential number by the normal gravity value computed on the
 CO0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0710.degrees latitude (g = 980.6199 gals.).
 CO0710
 CO0710.The modeled gravity was interpolated from observed gravity values.
 CO0710
 CO0710;                    North         East    Units  Estimated Accuracy
 CO0710;SPC MS E     -   364,950.      248,120.      MT  (+/- 180 meters Scaled)
 CO0710
 CO0710                          SUPERSEDED SURVEY CONTROL
 CO0710
 CO0710  NGVD 29 (??/??/92)  118.419  (m)          388.51   (f) ADJ UNCH    2 0
 CO0710
 CO0710.Superseded values are not recommended for survey control.
 CO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0710.See file dsdata.txt to determine how the superseded data were derived.
 CO0710
 CO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB764305(NAD 83)
 CO0710_MARKER: DB = BENCH MARK DISK
 CO0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0710_SP_SET: CONCRETE POST
 CO0710_STAMPING: H100 1935
 CO0710_MARK LOGO: CGS   
 CO0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0710+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1988
 CO0710
 CO0710  HISTORY     - Date     Condition        Report By
 CO0710  HISTORY     - 1935     MONUMENTED       CGS
 CO0710  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0710  HISTORY     - 19880727 GOOD             MSHD
 CO0710
 CO0710                          STATION DESCRIPTION
 CO0710
 CO0710'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0710'3.2 MI SW FROM EDINBURG.
 CO0710'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM EDINBURG, LEAKE
 CO0710'COUNTY, ABOUT 400 FEET SOUTHWEST OF A FRAME AND BRICK FARMHOUSE, 30
 CO0710'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF A
 CO0710'SECTION-LINE FENCE.  A STANDARD DISK, STAMPED H 100 1935 AND SET IN
 CO0710'THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN REBUILT AT
 CO0710'THE LOCATION.
 CO0710
 CO0710                          STATION RECOVERY (1988)
 CO0710
 CO0710'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0710'MARK IS LOCATED 5.0 KM (3.10 MI) WEST OF EDINBURG, ON THE NORTH RIGHT
 CO0710'OF WAY OF STATE HIGHWAY 16, NEAR THE CENTER OF THE EAST SIDE OF
 CO0710'SECTION 20, T11 N, R9 E.
 CO0710'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 427 IN EDINBURG GO
 CO0710'WEST ON HIGHWAY 16 FOR 5.0 KM (3.10 MI) TO THE MARK ON THE RIGHT.
 CO0710'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 CO0710'PROJECTING 0.03 M (0.1 FT). IT IS 28.65 M (94.0 FT) SOUTH OF THE
 CO0710'SOUTHEAST CORNER OF THE PORCH OF A FRAME HOUSE, 22.86 M (75.0 FT)
 CO0710'SOUTH SOUTHEAST OF A 16 INCH OAK, 19.66 M (64.5 FT) SOUTHWEST OF A
 CO0710'POWER POLE WITH A GUY WIRE, 3.65 M (12.0 FT) EAST OF THE CENTER OF THE
 CO0710'EAST LEG OF A CIRCULAR DRIVEWAY, 0.3 M (1.0 FT) WEST OF A CARSONITE
 CO0710'WITNESS POST AND IS ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 CO0710'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0727 ***********************************************************************
 CO0727  DESIGNATION -  H 102
 CO0727  PID         -  CO0727
 CO0727  STATE/COUNTY-  MS/NESHOBA
 CO0727  USGS QUAD   -  MC DONALD (1982)
 CO0727
 CO0727                         *CURRENT SURVEY CONTROL
 CO0727  ___________________________________________________________________
 CO0727* NAD 83(1986)-  32 39 37.     (N)    089 07 46.     (W)     SCALED    
 CO0727* NAVD 88     -       133.969  (meters)     439.53   (feet)  ADJUSTED  
 CO0727  ___________________________________________________________________
 CO0727  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CO0727  DYNAMIC HT  -         133.815 (meters)     439.02  (feet)  COMP
 CO0727  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CO0727
 CO0727  VERT ORDER  -  SECOND    CLASS 0
 CO0727
 CO0727.The horizontal coordinates were scaled from a topographic map and have
 CO0727.an estimated accuracy of +/- 6 seconds.
 CO0727
 CO0727.The orthometric height was determined by differential leveling
 CO0727.and adjusted in June 1991.
 CO0727
 CO0727.The geoid height was determined by GEOID03.
 CO0727
 CO0727.The dynamic height is computed by dividing the NAVD 88
 CO0727.geopotential number by the normal gravity value computed on the
 CO0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0727.degrees latitude (g = 980.6199 gals.).
 CO0727
 CO0727.The modeled gravity was interpolated from observed gravity values.
 CO0727
 CO0727;                    North         East    Units  Estimated Accuracy
 CO0727;SPC MS E     -   350,400.      272,220.      MT  (+/- 180 meters Scaled)
 CO0727
 CO0727                          SUPERSEDED SURVEY CONTROL
 CO0727
 CO0727  NGVD 29 (??/??/92)  133.979  (m)          439.56   (f) ADJ UNCH    2 0
 CO0727
 CO0727.Superseded values are not recommended for survey control.
 CO0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0727.See file dsdata.txt to determine how the superseded data were derived.
 CO0727
 CO0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB002156(NAD 83)
 CO0727_MARKER: DB = BENCH MARK DISK
 CO0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0727_STAMPING: H 102 1935
 CO0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0727+STABILITY: SURFACE MOTION
 CO0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0727+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2000
 CO0727
 CO0727  HISTORY     - Date     Condition        Report By
 CO0727  HISTORY     - 1935     MONUMENTED       CGS
 CO0727  HISTORY     - 1964     GOOD             MSHD
 CO0727  HISTORY     - 20000303 GOOD             NGS
 CO0727
 CO0727                          STATION DESCRIPTION
 CO0727
 CO0727'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0727'9.4 MI S FROM PHILADELPHIA.
 CO0727'TO REACH THE MARK FROM THE MUNICIPAL WATER TANK IN PHILADELPHIA, GO
 CO0727'SOUTH ON STATE HIGHWAY 15 FOR 9.4 MILES TO A GRAVEL ROAD ON THE LEFT
 CO0727'AT LENWOOD SCHOOL, TURN LEFT, EAST, ON GRAVEL ROAD AND GO 0.65 MILE TO
 CO0727'A ROAD FORK, TAKE LEFT FORK, AND GO 0.75 MILE TO THE RAILROAD AND THE
 CO0727'MARK AS DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 CO0727'ROUND CONCRETE POST.  IT IS 38 FEET NORTH OF THE ROAD, 30 FEET WEST OF
 CO0727'THE WEST RAIL, 25 FEET NORTHWEST OF A WX RAILROAD MARKER, 2 FEET ABOVE
 CO0727'THE LEVEL OF THE TRACK, AND PROJECTS 8 INCHES. A METAL WITNESS POST
 CO0727'WAS SET 1.0 FOOT WEST OF THE MARK.
 CO0727
 CO0727                          STATION RECOVERY (2000)
 CO0727
 CO0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO0727'AT THE PRIVATE CROSSING, TURN RIGHT ON TRACK DRIVE, PROCEED 0.15 MI NW
 CO0727'ON GRAVEL RD. THEN RIGHT ON CR 248 0.8 MI TO JUST WEST OF RR XING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0485 ***********************************************************************
 BV0485  DESIGNATION -  H 103
 BV0485  PID         -  BV0485
 BV0485  STATE/COUNTY-  MS/JASPER
 BV0485  USGS QUAD   -  BAY SPRINGS (1974)
 BV0485
 BV0485                         *CURRENT SURVEY CONTROL
 BV0485  ___________________________________________________________________
 BV0485* NAD 83(1986)-  31 57 24.     (N)    089 17 08.     (W)     SCALED    
 BV0485* NAVD 88     -       108.97   (+/-2cm)     357.5    (feet)  VERTCON   
 BV0485  ___________________________________________________________________
 BV0485  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BV0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0485
 BV0485.The horizontal coordinates were scaled from a topographic map and have
 BV0485.an estimated accuracy of +/- 6 seconds.
 BV0485
 BV0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0485.The vertical order pertains to the NGVD 29 superseded value.
 BV0485
 BV0485.The geoid height was determined by GEOID03.
 BV0485
 BV0485;                    North         East    Units  Estimated Accuracy
 BV0485;SPC MS E     -   272,430.      257,250.      MT  (+/- 180 meters Scaled)
 BV0485
 BV0485                          SUPERSEDED SURVEY CONTROL
 BV0485
 BV0485  NGVD 29 (??/??/92)  108.966  (m)          357.50   (f) ADJ UNCH    2 0
 BV0485
 BV0485.Superseded values are not recommended for survey control.
 BV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0485.See file dsdata.txt to determine how the superseded data were derived.
 BV0485
 BV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA839379(NAD 83)
 BV0485_MARKER: DB = BENCH MARK DISK
 BV0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0485_SP_SET: CONCRETE POST
 BV0485_STAMPING: H 103 1935
 BV0485_MARK LOGO: CGS   
 BV0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0485+STABILITY: SURFACE MOTION
 BV0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0485+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 BV0485
 BV0485  HISTORY     - Date     Condition        Report By
 BV0485  HISTORY     - 1935     MONUMENTED       CGS
 BV0485  HISTORY     - 1966     GOOD             MSHD
 BV0485  HISTORY     - 19930804 SEE DESCRIPTION  MSHD
 BV0485  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV0485
 BV0485                          STATION DESCRIPTION
 BV0485
 BV0485'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0485'1.6 MI S FROM BAY SPRINGS.
 BV0485'TO REACH FROM THE U.S. POST OFFICE IN BAY SPRINGS GO WEST ON HIGHWAY
 BV0485'18 FOR 0.1 MILES TO THE INTERSECTION OF HIGHWAY 15, TURN LEFT AND GO
 BV0485'1.55 MILES TO A GATE AND A PASTURE ROAD ON THE LEFT, TURN LEFT AND GO
 BV0485'EAST ON THE PASTURE ROAD TO ANOTHER GATE AND A FENCE ON RAILROAD
 BV0485'BOUNDARY, TURN LEFT AND FOLLOW THE FENCE FOR APPROXIMATELY 300 FEET TO
 BV0485'THE MARK ON THE RIGHT JUST EAST OF THE FENCE.  IT IS 79 FEET NORTHWEST
 BV0485'OF POLE NO. 3341, 48 FEET WEST OF THE WEST RAIL, 4.5 FEET EAST OF THE
 BV0485'FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 BV0485
 BV0485                          STATION RECOVERY (1993)
 BV0485
 BV0485'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV0485'THE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. A BASEBALL FIELD HAS BEEN
 BV0485'CONSTRUCTED IN THE GENERAL LOCATION SINCE THE LAST RECOVERY SO THE
 BV0485'MARK WAS PROBABLY DESTROYED AT THIS TIME.
 BV0485
 BV0485                          STATION RECOVERY (2008)
 BV0485
 BV0485'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0330 ***********************************************************************
 BV0330  DESIGNATION -  H 104
 BV0330  PID         -  BV0330
 BV0330  STATE/COUNTY-  MS/PERRY
 BV0330  USGS QUAD   -  RHODES (1964)
 BV0330
 BV0330                         *CURRENT SURVEY CONTROL
 BV0330  ___________________________________________________________________
 BV0330* NAD 83(1986)-  31 25 57.     (N)    088 58 20.     (W)     SCALED    
 BV0330* NAVD 88     -        77.127  (meters)     253.04   (feet)  ADJUSTED  
 BV0330  ___________________________________________________________________
 BV0330  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0330  DYNAMIC HT  -          77.034 (meters)     252.74  (feet)  COMP
 BV0330  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 BV0330
 BV0330  VERT ORDER  -  SECOND    CLASS 0
 BV0330
 BV0330.The horizontal coordinates were scaled from a topographic map and have
 BV0330.an estimated accuracy of +/- 6 seconds.
 BV0330
 BV0330.The orthometric height was determined by differential leveling
 BV0330.and adjusted in May 1996.
 BV0330
 BV0330.The geoid height was determined by GEOID03.
 BV0330
 BV0330.The dynamic height is computed by dividing the NAVD 88
 BV0330.geopotential number by the normal gravity value computed on the
 BV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0330.degrees latitude (g = 980.6199 gals.).
 BV0330
 BV0330.The modeled gravity was interpolated from observed gravity values.
 BV0330
 BV0330;                    North         East    Units  Estimated Accuracy
 BV0330;SPC MS E     -   214,240.      286,800.      MT  (+/- 180 meters Scaled)
 BV0330
 BV0330                          SUPERSEDED SURVEY CONTROL
 BV0330
 BV0330  NGVD 29 (??/??/92)   77.103  (m)          252.96   (f) ADJ UNCH    2 0
 BV0330
 BV0330.Superseded values are not recommended for survey control.
 BV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0330.See file dsdata.txt to determine how the superseded data were derived.
 BV0330
 BV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV125792(NAD 83)
 BV0330_MARKER: DB = BENCH MARK DISK
 BV0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0330_SP_SET: CONCRETE POST
 BV0330_STAMPING: H 104 1935
 BV0330_MARK LOGO: CGS   
 BV0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0330+STABILITY: SURFACE MOTION
 BV0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0330+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1987
 BV0330
 BV0330  HISTORY     - Date     Condition        Report By
 BV0330  HISTORY     - 1935     MONUMENTED       CGS
 BV0330  HISTORY     - 1964     GOOD             MSHD
 BV0330  HISTORY     - 19870211 GOOD             MSHD
 BV0330
 BV0330                          STATION DESCRIPTION
 BV0330
 BV0330'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0330'6.45 MI N FROM RICHTON.
 BV0330'FROM THE RAILWAY STATION IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR
 BV0330'6.45 MILES TO THE PERRY AND JONES COUNTY LINE AND A GRAVEL ROAD ON THE
 BV0330'LEFT, TURN LEFT, WEST AND GO 0.45 MILE TO THE RAILROAD CROSSING AND
 BV0330'THE MARK.  STANDARD DISK IN CONCRETE POST.
 BV0330
 BV0330                          STATION RECOVERY (1987)
 BV0330
 BV0330'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0330'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0330'MARK IS LOCATED 9.66 KM (6.00 MI) NORTH OF RICHTON THE EAST SIDE OF AN
 BV0330'ABANDONED RAILROAD BED, 0.16 KM (0.10 MI) SOUTH OF THE JONES-PERRY
 BV0330'COUNTY LINE IN SECTION 2, T5N, R10W.  TO REACH FROM THE POST OFFFICE
 BV0330'IN RICHTON, GO NORTH ON STATE HIGWHAY 15 FOR 10.06 KM (6.25 MI) TO A
 BV0330'SIDE ROAD LEFT JUST BEFORE REACHING THE COUNTY LINE, TURN LEFT AND GO
 BV0330'WEST OF A GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO A SIDE ROAD LEFT JUST
 BV0330'BEFORE REACHING THE ABANDONED RAILRAOD BED, TURN LEFT AND GO SOUTH ON
 BV0330'A GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO THE MARK ON THE RIGHT.  MARK IS
 BV0330'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST.  IT IS 10.06
 BV0330'M (33.0 FT) EAST OF CENTER OLD RAILROAD BED, 10.06 M (33.0 FT) WEST OF
 BV0330'OLD FENCE AND IN LINE WITH A ROW OF POLES. 20.12 M (66.0 FT)  WEST
 BV0330'CENTER OF GRAVEL ROAD, 0.30 M (1.0 FT) EAST OF A WITNESS POST AND
 BV0330'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0852 ***********************************************************************
 CO0852  DESIGNATION -  H 105
 CO0852  PID         -  CO0852
 CO0852  STATE/COUNTY-  MS/SMITH
 CO0852  USGS QUAD   -  RALEIGH (1968)
 CO0852
 CO0852                         *CURRENT SURVEY CONTROL
 CO0852  ___________________________________________________________________
 CO0852* NAD 83(1986)-  32 06 29.     (N)    089 30 46.     (W)     SCALED    
 CO0852* NAVD 88     -       170.48   (+/-2cm)     559.3    (feet)  VERTCON   
 CO0852  ___________________________________________________________________
 CO0852  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CO0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0852
 CO0852.The horizontal coordinates were scaled from a topographic map and have
 CO0852.an estimated accuracy of +/- 6 seconds.
 CO0852
 CO0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0852.The vertical order pertains to the NGVD 29 superseded value.
 CO0852
 CO0852.The geoid height was determined by GEOID03.
 CO0852
 CO0852;                    North         East    Units  Estimated Accuracy
 CO0852;SPC MS E     -   289,330.      235,880.      MT  (+/- 180 meters Scaled)
 CO0852
 CO0852                          SUPERSEDED SURVEY CONTROL
 CO0852
 CO0852  NGVD 29 (??/??/92)  170.472  (m)          559.29   (f) ADJ UNCH    2 0
 CO0852
 CO0852.Superseded values are not recommended for survey control.
 CO0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0852.See file dsdata.txt to determine how the superseded data were derived.
 CO0852
 CO0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA629551(NAD 83)
 CO0852_MARKER: DB = BENCH MARK DISK
 CO0852_SETTING: 0 = UNSPECIFIED SETTING
 CO0852_STAMPING: H 105 1935
 CO0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0852
 CO0852  HISTORY     - Date     Condition        Report By
 CO0852  HISTORY     - 1935     MONUMENTED       CGS
 CO0852  HISTORY     - 1966     GOOD             MSHD
 CO0852  HISTORY     - 20020410 MARK NOT FOUND   CRAFT
 CO0852
 CO0852                          STATION DESCRIPTION
 CO0852
 CO0852'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0852'5.55 MI N FROM RALEIGH.
 CO0852'TO REACH FROM THE COURTHOUSE IN RALEIGH GO NORTH ON HIGHWAY 35 FOR
 CO0852'5.55 MILES TO A SMALL TURN OUT AND THE MARK ON THE LEFT AT THE SOUTH
 CO0852'END OF THE TURN OUT.  IT IS 30 FEET WEST OF THE CENTER OF HIGHWAY 35
 CO0852'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 CO0852
 CO0852                          STATION RECOVERY (2002)
 CO0852
 CO0852'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002
 CO0852'APPARENTLY DESTROYED BY MDOT
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0455 ***********************************************************************
 BV0455  DESIGNATION -  H 106
 BV0455  PID         -  BV0455
 BV0455  STATE/COUNTY-  MS/JONES
 BV0455  USGS QUAD   -  SOSO (1974)
 BV0455
 BV0455                         *CURRENT SURVEY CONTROL
 BV0455  ___________________________________________________________________
 BV0455* NAD 83(1986)-  31 46 58.     (N)    089 20 35.     (W)     SCALED    
 BV0455* NAVD 88     -        87.39   (+/-2cm)     286.7    (feet)  VERTCON   
 BV0455  ___________________________________________________________________
 BV0455  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BV0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0455
 BV0455.The horizontal coordinates were scaled from a topographic map and have
 BV0455.an estimated accuracy of +/- 6 seconds.
 BV0455
 BV0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0455.The vertical order pertains to the NGVD 29 superseded value.
 BV0455
 BV0455.The geoid height was determined by GEOID03.
 BV0455
 BV0455;                    North         East    Units  Estimated Accuracy
 BV0455;SPC MS E     -   253,180.      251,720.      MT  (+/- 180 meters Scaled)
 BV0455
 BV0455                          SUPERSEDED SURVEY CONTROL
 BV0455
 BV0455  NGVD 29 (??/??/92)   87.395  (m)          286.73   (f) ADJ UNCH    2 0
 BV0455
 BV0455.Superseded values are not recommended for survey control.
 BV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0455.See file dsdata.txt to determine how the superseded data were derived.
 BV0455
 BV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA781187(NAD 83)
 BV0455_MARKER: DB = BENCH MARK DISK
 BV0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0455_STAMPING: H 106 1935
 BV0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0455+STABILITY: SURFACE MOTION
 BV0455
 BV0455  HISTORY     - Date     Condition        Report By
 BV0455  HISTORY     - 1935     MONUMENTED       CGS
 BV0455  HISTORY     - 1957     MARK NOT FOUND   NGS
 BV0455  HISTORY     - 1964     MARK NOT FOUND   NGS
 BV0455  HISTORY     - 1985     MARK NOT FOUND   MSU
 BV0455
 BV0455                          STATION DESCRIPTION
 BV0455
 BV0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0455'4.7 MI NW FROM SOSO.
 BV0455'LOCATED 4.7 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BV0455'THE STATION IN SOSO, ABOUT 0.2 MILE NORTHWEST OF MILEPOST L 15 (G 137)
 BV0455'AND 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  IT IS A STANDARD DISK
 BV0455'SET IN THE TOP OF A CONCRETE POST.
 BV0455
 BV0455                          STATION RECOVERY (1964)
 BV0455
 BV0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0455'MARK NOT FOUND.
 BV0455
 BV0455                          STATION RECOVERY (1985)
 BV0455
 BV0455'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 BV0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0640 ***********************************************************************
 BV0640  DESIGNATION -  H 108
 BV0640  PID         -  BV0640
 BV0640  STATE/COUNTY-  MS/LAMAR
 BV0640  USGS QUAD   -  SUMRALL (1974)
 BV0640
 BV0640                         *CURRENT SURVEY CONTROL
 BV0640  ___________________________________________________________________
 BV0640* NAD 83(1986)-  31 23 22.     (N)    089 32 10.     (W)     SCALED    
 BV0640* NAVD 88     -       114.09   (+/-2cm)     374.3    (feet)  VERTCON   
 BV0640  ___________________________________________________________________
 BV0640  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BV0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0640
 BV0640.The horizontal coordinates were scaled from a topographic map and have
 BV0640.an estimated accuracy of +/- 6 seconds.
 BV0640
 BV0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0640.The vertical order pertains to the NGVD 29 superseded value.
 BV0640
 BV0640.The geoid height was determined by GEOID03.
 BV0640
 BV0640;                    North         East    Units  Estimated Accuracy
 BV0640;SPC MS E     -   209,670.      233,160.      MT  (+/- 180 meters Scaled)
 BV0640
 BV0640                          SUPERSEDED SURVEY CONTROL
 BV0640
 BV0640  NGVD 29 (??/??/92)  114.104  (m)          374.36   (f) ADJ UNCH    2 0
 BV0640
 BV0640.Superseded values are not recommended for survey control.
 BV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0640.See file dsdata.txt to determine how the superseded data were derived.
 BV0640
 BV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV588755(NAD 83)
 BV0640_MARKER: DB = BENCH MARK DISK
 BV0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0640_STAMPING: H 108 1935
 BV0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0640+STABILITY: SURFACE MOTION
 BV0640
 BV0640  HISTORY     - Date     Condition        Report By
 BV0640  HISTORY     - 1935     MONUMENTED       CGS
 BV0640  HISTORY     - 1972     GOOD             NGS
 BV0640
 BV0640                          STATION DESCRIPTION
 BV0640
 BV0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BV0640'2.0 MI SE FROM SUMRALL.
 BV0640'TO REACH FROM THE POST OFFICE IN SUMRALL, GO SOUTH ON MISS. HWY. 589
 BV0640'FOR 2.2 MILES TO A PAVED ROAD, TURN LEFT AND GO NORTHEAST FOR 0.15
 BV0640'MILES TO THE I.C.R.R. AND THE MARK ON THE LEFT.  IT IS 36 FT. SW OF A
 BV0640'PAVED ROAD, 43.7 FT. SW OF SW RAIL OF R.R., 47 FT. SSW OF THE CROSSING
 BV0640'INTERSECTION.  THE MARK IS 0.7 FT. ABOVE THE LEVEL OF THE RAILS AND
 BV0640'0.1 FT. BELOW LEVEL OF ROAD.  IT IS 1 FOOT SOUTH OF A M.W.P. AND
 BV0640'PROJECTS 3 IN. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0194 ***********************************************************************
 BW0194  DESIGNATION -  H 109
 BW0194  PID         -  BW0194
 BW0194  STATE/COUNTY-  MS/LAWRENCE
 BW0194  USGS QUAD   -  MONTICELLO NE (1971)
 BW0194
 BW0194                         *CURRENT SURVEY CONTROL
 BW0194  ___________________________________________________________________
 BW0194* NAD 83(1986)-  31 38 18.     (N)    090 06 24.     (W)     SCALED    
 BW0194* NAVD 88     -        62.49   (+/-2cm)     205.0    (feet)  VERTCON   
 BW0194  ___________________________________________________________________
 BW0194  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0194
 BW0194.The horizontal coordinates were scaled from a topographic map and have
 BW0194.an estimated accuracy of +/- 6 seconds.
 BW0194
 BW0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0194.The vertical order pertains to the NGVD 29 superseded value.
 BW0194
 BW0194.The geoid height was determined by GEOID03.
 BW0194
 BW0194;                    North         East    Units  Estimated Accuracy
 BW0194;SPC MS W     -   237,070.      721,500.      MT  (+/- 180 meters Scaled)
 BW0194
 BW0194                          SUPERSEDED SURVEY CONTROL
 BW0194
 BW0194  NGVD 29 (??/??/92)   62.509  (m)          205.08   (f) ADJ UNCH    2 0
 BW0194
 BW0194.Superseded values are not recommended for survey control.
 BW0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0194.See file dsdata.txt to determine how the superseded data were derived.
 BW0194
 BW0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR744039(NAD 83)
 BW0194_MARKER: DB = BENCH MARK DISK
 BW0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0194_STAMPING: 205.082 H109 1935
 BW0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0194+STABILITY: SURFACE MOTION
 BW0194
 BW0194  HISTORY     - Date     Condition        Report By
 BW0194  HISTORY     - 1935     MONUMENTED       CGS
 BW0194  HISTORY     - 1972     GOOD             MSHD
 BW0194  HISTORY     - 20000606 MARK NOT FOUND   NGS
 BW0194
 BW0194                          STATION DESCRIPTION
 BW0194
 BW0194'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BW0194'5.8 MI N FROM MONTICELLO.
 BW0194'THE MARK IS LOCATED 5.8 MILES NORTH OF MONTICELLO JUST EAST OF THE
 BW0194'EAST END OF THE RAILROAD BRIDGE OVER PEARL RIVER ABOUT 200 YARDS
 BW0194'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A LAGOON ON THE PROPERTY OF
 BW0194'THE ST. REGIS PAPER CO. ABOUT, 1.5 MILES WEST-NORTHWEST OF THE PAPER
 BW0194'MILL NEAR THE NORTH ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK ABOUT
 BW0194'1.5 MILES EAST-SOUTHEAST OF THE CROSSING OF THE G.M. AND O. RAILROAD
 BW0194'TRACK AND I.C.R.R. TRACK IN THE NORTHWEST 1/4 OF SECTION 27, T 8N, R
 BW0194'21W.  IT IS ABOUT 125 YARDS EAST OF THE EAST END OF THE RAILROAD
 BW0194'BRIDGE OVER PEARL RIVER, 66 FEET NORTH OF THE NORTH RAIL, 35 FEET
 BW0194'NORTH OF THE NEWEST OF TWO TELEPHONE POLES, 36 FEET SOUTH OF THE
 BW0194'CENTER OF A TRACK ROAD, 1 FOOT NORTH OF A METAL WITNESS POST SET IN
 BW0194'THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL
 BW0194'OF THE TRACK AND PROJECTS 8 INCHES.
 BW0194
 BW0194                          STATION RECOVERY (2000)
 BW0194
 BW0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1020 ***********************************************************************
 BV1020  DESIGNATION -  H 110
 BV1020  PID         -  BV1020
 BV1020  STATE/COUNTY-  MS/LAWRENCE
 BV1020  USGS QUAD   -  NEW HEBRON (1982)
 BV1020
 BV1020                         *CURRENT SURVEY CONTROL
 BV1020  ___________________________________________________________________
 BV1020* NAD 83(1986)-  31 38 34.     (N)    089 59 54.     (W)     SCALED    
 BV1020* NAVD 88     -        88.56   (+/-2cm)     290.6    (feet)  VERTCON   
 BV1020  ___________________________________________________________________
 BV1020  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BV1020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1020
 BV1020.The horizontal coordinates were scaled from a topographic map and have
 BV1020.an estimated accuracy of +/- 6 seconds.
 BV1020
 BV1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1020.The vertical order pertains to the NGVD 29 superseded value.
 BV1020
 BV1020.The geoid height was determined by GEOID03.
 BV1020
 BV1020;                    North         East    Units  Estimated Accuracy
 BV1020;SPC MS W     -   237,590.      731,780.      MT  (+/- 180 meters Scaled)
 BV1020
 BV1020                          SUPERSEDED SURVEY CONTROL
 BV1020
 BV1020  NGVD 29 (??/??/92)   88.564  (m)          290.56   (f) ADJ UNCH    2 0
 BV1020
 BV1020.Superseded values are not recommended for survey control.
 BV1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1020.See file dsdata.txt to determine how the superseded data were derived.
 BV1020
 BV1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA156047(NAD 83)
 BV1020_MARKER: DB = BENCH MARK DISK
 BV1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1020_STAMPING: H 110 1935
 BV1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1020+STABILITY: SURFACE MOTION
 BV1020
 BV1020  HISTORY     - Date     Condition        Report By
 BV1020  HISTORY     - 1935     MONUMENTED       CGS
 BV1020  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BV1020
 BV1020                          STATION DESCRIPTION
 BV1020
 BV1020'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BV1020'2 MI N FROM SILVER CREEK.
 BV1020'THE MARK IS LOCATED 2.0 MILES NORTH ALONG THE OLD GULF AND SHIP ISLAND
 BV1020'RAILROAD FROM THE STATION AT SILVER CREEK, LAWRENCE COUNTY, 45 FEET OF
 BV1020'MILEPOST G 123, AT A ROAD CROSSING, 26 FEET WEST OF THE WEST RAIL, AND
 BV1020'25 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 BV1020'STAMPED H 110 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 BV1020'DITCH ALONG THE RAILROAD TRACK HAS BEEN CLEANED OUT AND THE DIRT AND
 BV1020'GRAVEL WAS PILED UP IN THE VICINITY OF THE MARK SO THE MARK COULD BE
 BV1020'UNDER THE FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0909 ***********************************************************************
 BV0909  DESIGNATION -  H 111
 BV0909  PID         -  BV0909
 BV0909  STATE/COUNTY-  MS/LAMAR
 BV0909  USGS QUAD   -  BAXTERVILLE (1982)
 BV0909
 BV0909                         *CURRENT SURVEY CONTROL
 BV0909  ___________________________________________________________________
 BV0909* NAD 83(1986)-  31 02 12.     (N)    089 30 44.     (W)     SCALED    
 BV0909* NAVD 88     -        93.39   (+/-2cm)     306.4    (feet)  VERTCON   
 BV0909  ___________________________________________________________________
 BV0909  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BV0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0909
 BV0909.The horizontal coordinates were scaled from a topographic map and have
 BV0909.an estimated accuracy of +/- 6 seconds.
 BV0909
 BV0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0909.The vertical order pertains to the NGVD 29 superseded value.
 BV0909
 BV0909.The geoid height was determined by GEOID03.
 BV0909
 BV0909;                    North         East    Units  Estimated Accuracy
 BV0909;SPC MS E     -   170,540.      235,190.      MT  (+/- 180 meters Scaled)
 BV0909
 BV0909                          SUPERSEDED SURVEY CONTROL
 BV0909
 BV0909  NGVD 29 (??/??/92)   93.41   (m)          306.5    (f) COMPUTED    2 0
 BV0909
 BV0909.Superseded values are not recommended for survey control.
 BV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0909.See file dsdata.txt to determine how the superseded data were derived.
 BV0909
 BV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV602363(NAD 83)
 BV0909_MARKER: DB = BENCH MARK DISK
 BV0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0909_STAMPING: H 111 1935 (306.538)
 BV0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0909+STABILITY: SURFACE MOTION
 BV0909
 BV0909  HISTORY     - Date     Condition        Report By
 BV0909  HISTORY     - 1935     MONUMENTED       CGS
 BV0909  HISTORY     - 1956     GOOD             NGS
 BV0909
 BV0909                          STATION DESCRIPTION
 BV0909
 BV0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0909'5.0 MI NW FROM LUMBERTON.
 BV0909'LOCATED 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 BV0909'OFFICE IN LUMBERTON, BETWEEN THE HIGHWAY AND THE SOUTHEAST CORNER OF A
 BV0909'PECAN ORCHARD, 140 PACES NORTHWEST OF A WOODEN BRIDGE ON THE HIGHWAY,
 BV0909'28 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET SOUTH OF A
 BV0909'FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BV0909'PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1370 ***********************************************************************
 BH1370  DESIGNATION -  H 112
 BH1370  PID         -  BH1370
 BH1370  STATE/COUNTY-  MS/PEARL RIVER
 BH1370  USGS QUAD   -  MILLARD (1986)
 BH1370
 BH1370                         *CURRENT SURVEY CONTROL
 BH1370  ___________________________________________________________________
 BH1370* NAD 83(1986)-  30 41 20.     (N)    089 37 10.     (W)     SCALED    
 BH1370* NAVD 88     -        45.46   (+/-2cm)     149.1    (feet)  VERTCON   
 BH1370  ___________________________________________________________________
 BH1370  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BH1370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1370
 BH1370.The horizontal coordinates were scaled from a topographic map and have
 BH1370.an estimated accuracy of +/- 6 seconds.
 BH1370
 BH1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1370.The vertical order pertains to the NGVD 29 superseded value.
 BH1370
 BH1370.The geoid height was determined by GEOID03.
 BH1370
 BH1370;                    North         East    Units  Estimated Accuracy
 BH1370;SPC MS E     -   132,050.      224,680.      MT  (+/- 180 meters Scaled)
 BH1370
 BH1370                          SUPERSEDED SURVEY CONTROL
 BH1370
 BH1370  NGVD 29 (??/??/??)   45.531  (m)          149.38   (f) ADJUSTED    2 0
 BH1370
 BH1370.Superseded values are not recommended for survey control.
 BH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1370.See file dsdata.txt to determine how the superseded data were derived.
 BH1370
 BH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU490980(NAD 83)
 BH1370_MARKER: DB = BENCH MARK DISK
 BH1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1370_STAMPING: H-112 1935
 BH1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1370+STABILITY: SURFACE MOTION
 BH1370
 BH1370  HISTORY     - Date     Condition        Report By
 BH1370  HISTORY     - 1935     MONUMENTED       CGS
 BH1370
 BH1370                          STATION DESCRIPTION
 BH1370
 BH1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BH1370'2.0 MI N FROM MCNEILL.
 BH1370'SET ON WEST SIDE OF CONCRETE BASE OF SOUTHERN RAILROAD SEMIPHORE
 BH1370'137.1, 198 FEET SOUTH OF MILEPOST 137, 95 FEET EAST OF U. S. HIGHWAY
 BH1370'11, 9 FEET WEST OF NEAREST RAIL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1371 ***********************************************************************
 BH1371  DESIGNATION -  H 112 RESET 1947
 BH1371  PID         -  BH1371
 BH1371  STATE/COUNTY-  MS/PEARL RIVER
 BH1371  USGS QUAD   -  MILLARD (1986)
 BH1371
 BH1371                         *CURRENT SURVEY CONTROL
 BH1371  ___________________________________________________________________
 BH1371* NAD 83(1986)-  30 41 19.     (N)    089 37 09.     (W)     SCALED    
 BH1371* NAVD 88     -        45.84   (+/-2cm)     150.4    (feet)  VERTCON   
 BH1371  ___________________________________________________________________
 BH1371  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BH1371  VERT ORDER  -  THIRD (See Below)
 BH1371
 BH1371.The horizontal coordinates were scaled from a topographic map and have
 BH1371.an estimated accuracy of +/- 6 seconds.
 BH1371
 BH1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1371.The vertical order pertains to the NGVD 29 superseded value.
 BH1371
 BH1371.The geoid height was determined by GEOID03.
 BH1371
 BH1371;                    North         East    Units  Estimated Accuracy
 BH1371;SPC MS E     -   132,020.      224,710.      MT  (+/- 180 meters Scaled)
 BH1371
 BH1371                          SUPERSEDED SURVEY CONTROL
 BH1371
 BH1371  NGVD 29 (??/??/??)   45.91   (m)          150.6    (f) RESET       3  
 BH1371
 BH1371.Superseded values are not recommended for survey control.
 BH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1371.See file dsdata.txt to determine how the superseded data were derived.
 BH1371
 BH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU491980(NAD 83)
 BH1371_MARKER: DB = BENCH MARK DISK
 BH1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1371_SP_SET: CONCRETE BASE
 BH1371_STAMPING: H 112 1935 RESET 1947
 BH1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1371
 BH1371  HISTORY     - Date     Condition        Report By
 BH1371  HISTORY     - 1947     MONUMENTED       CGS
 BH1371
 BH1371                          STATION DESCRIPTION
 BH1371
 BH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BH1371'2.0 MI N FROM MCNEILL.
 BH1371'ABOUT 2.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BH1371'MCNEIL, PEARL RIVER COUNTY, ABOUT 198 FEET SOUTH OF MILEPOST 137, AT
 BH1371'SIGNAL 137.1, IN THE TOP OF THE WEST SIDE OF THE CONCRETE BASE, ABOUT
 BH1371'95 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 11, AND 9 FEET WEST OF
 BH1371'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED H 112 1935
 BH1371'RESET 1947.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0460 ***********************************************************************
 CO0460  DESIGNATION -  H 11642
 CO0460  PID         -  CO0460
 CO0460  STATE/COUNTY-  MS/LAUDERDALE
 CO0460  USGS QUAD   -  TOOMSUBA (1982)
 CO0460
 CO0460                         *CURRENT SURVEY CONTROL
 CO0460  ___________________________________________________________________
 CO0460* NAD 83(1986)-  32 25 03.     (N)    088 30 23.     (W)     SCALED    
 CO0460* NAVD 88     -        89.832  (meters)     294.72   (feet)  ADJUSTED  
 CO0460  ___________________________________________________________________
 CO0460  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CO0460  DYNAMIC HT  -          89.726 (meters)     294.38  (feet)  COMP
 CO0460  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 CO0460
 CO0460  VERT ORDER  -  FIRST     CLASS I
 CO0460
 CO0460.The horizontal coordinates were scaled from a topographic map and have
 CO0460.an estimated accuracy of +/- 6 seconds.
 CO0460
 CO0460.The orthometric height was determined by differential leveling
 CO0460.and adjusted in June 1991.
 CO0460.WARNING-Repeat measurements at this control monument indicate possible
 CO0460.vertical movement.
 CO0460
 CO0460.The geoid height was determined by GEOID03.
 CO0460
 CO0460.The dynamic height is computed by dividing the NAVD 88
 CO0460.geopotential number by the normal gravity value computed on the
 CO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0460.degrees latitude (g = 980.6199 gals.).
 CO0460
 CO0460.The modeled gravity was interpolated from observed gravity values.
 CO0460
 CO0460;                    North         East    Units  Estimated Accuracy
 CO0460;SPC MS E     -   323,490.      330,750.      MT  (+/- 180 meters Scaled)
 CO0460
 CO0460                          SUPERSEDED SURVEY CONTROL
 CO0460
 CO0460  NGVD 29 (??/??/??)   89.814  (m)          294.66   (f) ADJUSTED    1 1
 CO0460
 CO0460.Superseded values are not recommended for survey control.
 CO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0460.See file dsdata.txt to determine how the superseded data were derived.
 CO0460
 CO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA583877(NAD 83)
 CO0460_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0460_SP_SET: CONCRETE POST
 CO0460_STAMPING: H 11642
 CO0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0460+STABILITY: SURFACE MOTION
 CO0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0460+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1990
 CO0460
 CO0460  HISTORY     - Date     Condition        Report By
 CO0460  HISTORY     - UNK      MONUMENTED       USGS
 CO0460  HISTORY     - 1968     GOOD             NGS
 CO0460  HISTORY     - 1970     MARK NOT FOUND   USGS
 CO0460  HISTORY     - 19900206 GOOD             MSHD
 CO0460
 CO0460                          STATION DESCRIPTION
 CO0460
 CO0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0460'0.15 MI SW FROM TOOMSUBA.
 CO0460'ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE BAPTIST
 CO0460'CHURCH AT TOOMSUBA, THENCE 0.05 MILE SOUTHWEST ALONG A PAVED ROAD, IN
 CO0460'SECTION 25, T 7 N, R 17 E, 21 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CO0460'40 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE ROAD AND THE
 CO0460'SOUTHERN RAILWAY SYSTEM TRACK, 29 FEET NORTH OF THE NORTH RAIL OF THE
 CO0460'MAIN TRACK, 17 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 125 1/2
 CO0460'FEET NORTHWEST AND ACROSS THE TRACK FROM THE COKERS GROCERY STORE, 62
 CO0460'1/2 FEET NORTHWEST AND ACROSS THE PAVED ROAD FROM A SIGN WHICH READS
 CO0460'TOOMSUBA, ABOUT 2 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND A SUB
 CO0460'BASE BRONZE MARKER DISK SET IN THE TOP OF A CONCRETE POST ABOUT 2
 CO0460'INCHES BELOW THE SURFACE OF THE GROUND.
 CO0460
 CO0460                          STATION RECOVERY (1970)
 CO0460
 CO0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CO0460'MARK NOT FOUND.
 CO0460
 CO0460                          STATION RECOVERY (1990)
 CO0460
 CO0460'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0460'MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) EAST NORTHEAST OF MERIDIAN IN
 CO0460'THE NORTHEAST ANGLE OF THE CROSSING OF THE SOUTHERN RAILROAD TRACK
 CO0460'WITH GARRETT ROAD IN TOOMSUBA AND IS IN SECTION 25, T 7N, R 17E.
 CO0460'TO REACH FROM THE I-20 AND I-59 BRIDGE OVER GARRETT ROAD AT THE
 CO0460'TOOMSUBA EXIT, GO NORTH ON GARRETT ROAD FOR 0.3 MI (0.5 KM) TO THE
 CO0460'RAILROAD CROSSING AND THE MARK ON THE LEFT.
 CO0460'MARK IS A SUB BASE DISK SET IN THE TOP OF A CONCRETE POST, ABOUT 2 FT
 CO0460'(0.6 M) BELOW THE LEVEL OF THE TRACK, 6 INCHES BELOW THE GROUND, 125
 CO0460'FT (38.1 M) NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED STORE,
 CO0460'105 FT (32.0 M) SOUTHWEST OF A TELEPHONE CABLE POLE, 93 FT (28.3 M)
 CO0460'NORTH OF A POWER POLE WITH A TRANSFORMER, 28.5 FT (8.7 M) NORTH OF THE
 CO0460'NORTH RAIL OF THE MAIN TRACK, 22 FT (6.7 M) WEST OF THE CENTER OF
 CO0460'GARRETT ROAD AND 16.5 FT (5.0 M) SOUTH OF THE SOUTH RAIL OF AN
 CO0460'ABANDONED SIDE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0666 ***********************************************************************
 BV0666  DESIGNATION -  H 12
 BV0666  PID         -  BV0666
 BV0666  STATE/COUNTY-  MS/FORREST
 BV0666  USGS QUAD   -  HATTIESBURG (1982)
 BV0666
 BV0666                         *CURRENT SURVEY CONTROL
 BV0666  ___________________________________________________________________
 BV0666* NAD 83(1986)-  31 19 33.     (N)    089 17 19.     (W)     SCALED    
 BV0666* NAVD 88     -        47.46   (+/-2cm)     155.7    (feet)  VERTCON   
 BV0666  ___________________________________________________________________
 BV0666  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BV0666  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0666
 BV0666.The horizontal coordinates were scaled from a topographic map and have
 BV0666.an estimated accuracy of +/- 6 seconds.
 BV0666
 BV0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0666.The vertical order pertains to the NGVD 29 superseded value.
 BV0666
 BV0666.The geoid height was determined by GEOID03.
 BV0666
 BV0666;                    North         East    Units  Estimated Accuracy
 BV0666;SPC MS E     -   202,490.      256,670.      MT  (+/- 180 meters Scaled)
 BV0666
 BV0666                          SUPERSEDED SURVEY CONTROL
 BV0666
 BV0666  NGVD 29 (??/??/92)   47.480  (m)          155.77   (f) ADJ UNCH    1 2
 BV0666
 BV0666.Superseded values are not recommended for survey control.
 BV0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0666.See file dsdata.txt to determine how the superseded data were derived.
 BV0666
 BV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV822679(NAD 83)
 BV0666_MARKER: DB = BENCH MARK DISK
 BV0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0666_SP_SET: BUILDING
 BV0666_STAMPING: H 12 1934
 BV0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0666+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV0666
 BV0666  HISTORY     - Date     Condition        Report By
 BV0666  HISTORY     - 1934     MONUMENTED       CGS
 BV0666  HISTORY     - 1969     GOOD             MSHD
 BV0666  HISTORY     - 20080201 GOOD             MSDOT
 BV0666
 BV0666                          STATION DESCRIPTION
 BV0666
 BV0666'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0666'IN HATTIESBURG.
 BV0666'THE MARK IS LOCATED IN THE EAST ANGLE OF THE CROSSING OF THE
 BV0666'NORTHEASTERN RAILROAD TRACK WITH MAIN STREET IN THE FACE OF THE
 BV0666'SOUTHWEST WALL OF THE WILLNUT GAS AND OIL CO. BUILDING (FORMERLY THE
 BV0666'BONLOMIE AND HATTIESBURG SOUTHERN RAILROAD STATION) NEAR THE CORNER OF
 BV0666'AN OFFSET IN THE BUILDING.  IT IS 53 FEET NORTHEAST OF THE CENTER OF
 BV0666'MAIN STREET 36 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 1.3
 BV0666'FEET SOUTHEAST OF THE CORNER OF THE OFFSET IN THE BUILDING, 5.5 FEET
 BV0666'EAST OF THE MOST EASTERN POST OF A PORCH, SET VERTICALLY IN A DRILLED
 BV0666'HOLE NEAR THE CORNER OF AN OFFSET IN THE SOUTHWEST WALL OF THE WILLNUT
 BV0666'OIL CO. BUILDING AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND. TO
 BV0666'REACH FROM THE U.S. POST OFFICE IN HATTIESBURG GO NORTHEAST ON PINE
 BV0666'STREET FOR 1 BLOCK TO THE INTERSECTION OF MAIN STREET. TURN RIGHT
 BV0666'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 0.15 MILE TO THE WILLNUT
 BV0666'GAS CO. AND THE MARK ON THE LEFT JUST PAST THE CROSSING OF THE
 BV0666'NORTHEASTERN RAILROAD TRACK.
 BV0666
 BV0666                          STATION RECOVERY (2008)
 BV0666
 BV0666'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0580 ***********************************************************************
 DJ0580  DESIGNATION -  H 12017
 DJ0580  PID         -  DJ0580
 DJ0580  STATE/COUNTY-  MS/LOWNDES
 DJ0580  USGS QUAD   -  TRINITY (1987)
 DJ0580
 DJ0580                         *CURRENT SURVEY CONTROL
 DJ0580  ___________________________________________________________________
 DJ0580* NAD 83(1986)-  33 20 46.     (N)    088 26 52.     (W)     SCALED    
 DJ0580* NAVD 88     -        62.020  (meters)     203.48   (feet)  ADJUSTED  
 DJ0580  ___________________________________________________________________
 DJ0580  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0580  DYNAMIC HT  -          61.953 (meters)     203.26  (feet)  COMP
 DJ0580  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 DJ0580
 DJ0580  VERT ORDER  -  SECOND    CLASS 0
 DJ0580
 DJ0580.The horizontal coordinates were scaled from a topographic map and have
 DJ0580.an estimated accuracy of +/- 6 seconds.
 DJ0580
 DJ0580.The orthometric height was determined by differential leveling
 DJ0580.and adjusted in June 1991.
 DJ0580
 DJ0580.The geoid height was determined by GEOID03.
 DJ0580
 DJ0580.The dynamic height is computed by dividing the NAVD 88
 DJ0580.geopotential number by the normal gravity value computed on the
 DJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0580.degrees latitude (g = 980.6199 gals.).
 DJ0580
 DJ0580.The modeled gravity was interpolated from observed gravity values.
 DJ0580
 DJ0580;                    North         East    Units  Estimated Accuracy
 DJ0580;SPC MS E     -   426,490.      335,890.      MT  (+/- 180 meters Scaled)
 DJ0580
 DJ0580                          SUPERSEDED SURVEY CONTROL
 DJ0580
 DJ0580  NGVD 29 (??/??/92)   62.008  (m)          203.44   (f) ADJ UNCH    2 0
 DJ0580
 DJ0580.Superseded values are not recommended for survey control.
 DJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0580.See file dsdata.txt to determine how the superseded data were derived.
 DJ0580
 DJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB652905(NAD 83)
 DJ0580_MARKER: DD = SURVEY DISK
 DJ0580_SETTING: 0 = UNSPECIFIED SETTING
 DJ0580_STAMPING: H 12017
 DJ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0580
 DJ0580  HISTORY     - Date     Condition        Report By
 DJ0580  HISTORY     - UNK      MONUMENTED       DOD
 DJ0580  HISTORY     - 1963     GOOD             MSHD
 DJ0580
 DJ0580                          STATION DESCRIPTION
 DJ0580
 DJ0580'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0580'0.5 MI E FROM TRINITY.
 DJ0580'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD LEADING FROM THE C.M.E. CHURCH
 DJ0580'AT TRINITY, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH INTO
 DJ0580'COLUMBUS, 291 FEET NORTHEAST OF THE NORTHEAST CORNER OF A ONE ROOM
 DJ0580'HOUSE, 68 FEET SOUTH OF THE INTERSECTION OF THE ROADS, 25 FEET WEST OF
 DJ0580'A LARGE OAK TREE, 34 FEET NORTH OF A LARGE OAK TREE WITH A COPPER
 DJ0580'PLATE STAMPED T.B.M. W-15-26, 3 FEET EAST OF A WHITE WOODEN WITNESS
 DJ0580'POST, 5 FEET EAST OF B.M. W-15-27.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1204 ***********************************************************************
 BH1204  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1204  DESIGNATION -  H 122
 BH1204  PID         -  BH1204
 BH1204  STATE/COUNTY-  MS/HANCOCK
 BH1204  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 BH1204
 BH1204                         *CURRENT SURVEY CONTROL
 BH1204  ___________________________________________________________________
 BH1204* NAD 83(1986)-  30 14 36.     (N)    089 36 15.     (W)     SCALED    
 BH1204* NAVD 88     -         2.178  (meters)       7.15   (feet)  ADJUSTED  
 BH1204  ___________________________________________________________________
 BH1204  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BH1204  DYNAMIC HT  -           2.175 (meters)       7.14  (feet)  COMP
 BH1204  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BH1204
 BH1204  VERT ORDER  -  FIRST     CLASS I
 BH1204
 BH1204.The horizontal coordinates were scaled from a topographic map and have
 BH1204.an estimated accuracy of +/- 6 seconds.
 BH1204
 BH1204.The orthometric height was determined by differential leveling
 BH1204.and adjusted in February 1994.
 BH1204
 BH1204.This Tidal Bench Mark is designated as VM 10518
 BH1204.by the Center for Operational Oceanographic Products and Services.
 BH1204
 BH1204.This Tidal Bench Mark is designated as VM 10525
 BH1204.by the Center for Operational Oceanographic Products and Services.
 BH1204
 BH1204.The geoid height was determined by GEOID03.
 BH1204
 BH1204.The dynamic height is computed by dividing the NAVD 88
 BH1204.geopotential number by the normal gravity value computed on the
 BH1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1204.degrees latitude (g = 980.6199 gals.).
 BH1204
 BH1204.The modeled gravity was interpolated from observed gravity values.
 BH1204
 BH1204;                    North         East    Units  Estimated Accuracy
 BH1204;SPC MS E     -    82,650.      225,810.      MT  (+/- 180 meters Scaled)
 BH1204
 BH1204                          SUPERSEDED SURVEY CONTROL
 BH1204
 BH1204  NAVD 88 (06/15/91)    2.174  (m)            7.13   (f) UNKNOWN     1 1
 BH1204  NGVD 29 (??/??/??)    2.130  (m)            6.99   (f) ADJUSTED    1 1
 BH1204
 BH1204.Superseded values are not recommended for survey control.
 BH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1204.See file dsdata.txt to determine how the superseded data were derived.
 BH1204
 BH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU494486(NAD 83)
 BH1204_MARKER: DB = BENCH MARK DISK
 BH1204_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH1204_SP_SET: ABUTMENT
 BH1204_STAMPING: H 122 1938
 BH1204_MARK LOGO: CGS   
 BH1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1204+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 BH1204
 BH1204  HISTORY     - Date     Condition        Report By
 BH1204  HISTORY     - 1938     MONUMENTED       CGS
 BH1204  HISTORY     - 1972     GOOD             MSHD
 BH1204  HISTORY     - 1976     GOOD             NGS
 BH1204  HISTORY     - 1977     GOOD             NGS
 BH1204  HISTORY     - 19930317 GOOD             NGS
 BH1204  HISTORY     - 20031012 GOOD             USPSQD
 BH1204  HISTORY     - 20040212 GOOD             NGS
 BH1204  HISTORY     - 20050707 GOOD             NGS
 BH1204
 BH1204                          STATION DESCRIPTION
 BH1204
 BH1204'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1204'0.85 MI SE FROM PEARLINGTON.
 BH1204'THE MARK IS LOCATED 0.85 MILES SOUTHEAST OF PEARLINGTON SET IN A DRILL
 BH1204'HOLE IN THE SOUTHEAST END OF THE NORTHEAST ABUTEMENT OF A CONCRETE
 BH1204'BRIDGE OVER COWAN BAYOU.  (FIRST BRIDGE EAST OF THE PEARL RIVER
 BH1204'BRIDGE) IT IS 15.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 90, 1 FOOT
 BH1204'SOUTHWEST OF A METAL WITNESS POST AND ABOUT 1/4 FOOT BELOW THE LEVEL
 BH1204'OF THE HIGHWAY.  TO REACH FROM THE EAST END OF THE BRIDGE OVER PEARL
 BH1204'RIVER AT PEARLINGTON AT EAST ON U.S. HIGHWAY 90 FOR 0.6 MILES TO THE
 BH1204'NORTHEAST END OF THE BRIDGE AND THE MARK ON THE RIGHT.
 BH1204
 BH1204                          STATION RECOVERY (1976)
 BH1204
 BH1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH1204'RECOVERED IN GOOD CONDITION.
 BH1204
 BH1204                          STATION RECOVERY (1977)
 BH1204
 BH1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH1204'RECOVERED IN GOOD CONDITION.
 BH1204
 BH1204                          STATION RECOVERY (1993)
 BH1204
 BH1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1204'0.7 KM (0.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 90 FROM THE
 BH1204'JUNCTION OF STATE HIGHWAY 604 IN PEARLINGTON, IN TOP OF AND 0.3 M
 BH1204'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 BH1204'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING COWAN BAYOU, 4.7 M (15.4 FT)
 BH1204'SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.2 M (0.7
 BH1204'FT) SOUTHWEST OF A WITNESS POST.
 BH1204
 BH1204                          STATION RECOVERY (2003)
 BH1204
 BH1204'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH1204'WITNESS POST LAYING ON THE GROUND NEXT TO MARKER.
 BH1204
 BH1204                          STATION RECOVERY (2004)
 BH1204
 BH1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 BH1204'UPDATED COORDINATES ARE N 30 14 37.6 W 89 36 11.7.
 BH1204
 BH1204                          STATION RECOVERY (2005)
 BH1204
 BH1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1104 ***********************************************************************
 EG1104  DESIGNATION -  H 123
 EG1104  PID         -  EG1104
 EG1104  STATE/COUNTY-  MS/YALOBUSHA
 EG1104  USGS QUAD   -  OAKLAND (1983)
 EG1104
 EG1104                         *CURRENT SURVEY CONTROL
 EG1104  ___________________________________________________________________
 EG1104* NAD 83(1986)-  34 02 43.     (N)    089 55 04.     (W)     SCALED    
 EG1104* NAVD 88     -        97.874  (meters)     321.11   (feet)  ADJUSTED  
 EG1104  ___________________________________________________________________
 EG1104  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EG1104  DYNAMIC HT  -          97.778 (meters)     320.79  (feet)  COMP
 EG1104  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EG1104
 EG1104  VERT ORDER  -  SECOND    CLASS 0
 EG1104
 EG1104.The horizontal coordinates were scaled from a topographic map and have
 EG1104.an estimated accuracy of +/- 6 seconds.
 EG1104
 EG1104.The orthometric height was determined by differential leveling
 EG1104.and adjusted in June 1991.
 EG1104
 EG1104.The geoid height was determined by GEOID03.
 EG1104
 EG1104.The dynamic height is computed by dividing the NAVD 88
 EG1104.geopotential number by the normal gravity value computed on the
 EG1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1104.degrees latitude (g = 980.6199 gals.).
 EG1104
 EG1104.The modeled gravity was interpolated from observed gravity values.
 EG1104
 EG1104;                    North         East    Units  Estimated Accuracy
 EG1104;SPC MS W     -   504,050.      738,370.      MT  (+/- 180 meters Scaled)
 EG1104
 EG1104                          SUPERSEDED SURVEY CONTROL
 EG1104
 EG1104  NGVD 29 (??/??/92)   97.900  (m)          321.19   (f) ADJ UNCH    2 0
 EG1104
 EG1104.Superseded values are not recommended for survey control.
 EG1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1104.See file dsdata.txt to determine how the superseded data were derived.
 EG1104
 EG1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC306710(NAD 83)
 EG1104_MARKER: DB = BENCH MARK DISK
 EG1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1104_STAMPING: H-123 1938
 EG1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1104+STABILITY: SURFACE MOTION
 EG1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1104+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 EG1104
 EG1104  HISTORY     - Date     Condition        Report By
 EG1104  HISTORY     - 1938     MONUMENTED       CGS
 EG1104  HISTORY     - 1973     GOOD             MSHD
 EG1104  HISTORY     - 20080212 GOOD             MSDOT
 EG1104
 EG1104                          STATION DESCRIPTION
 EG1104
 EG1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EG1104'0.7 MI S FROM OAKLAND.
 EG1104'0.7 MILE SOUTH OF I.C. STATION ALONG RAILROAD 0.3 MILE SOUTH OF MILE
 EG1104'POST L 472.  49 FT. NORTH ALONG TRACK FROM SOUTHWEST CORNER OF A
 EG1104'CEMETARY 35 FEET EAST OF CENTER LINE OF OLD U.S. HIGHWAY NO. 51.  33
 EG1104'FT. WEST OF WEST RAIL.
 EG1104
 EG1104                          STATION RECOVERY (1973)
 EG1104
 EG1104'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EG1104'THE MARK IS LOCATED 0.75 MILE SOUTH OF OAKLAND ON THE WEST ROW OF THE
 EG1104'ICRR TRACK OPPOSITE A CEMETERY IN THE SE 1/4 OF THE SW 1/4 OF SECTION
 EG1104'7, T 25N, R 4E. IT IS 33.5 FEET WEST OF THE WEST RAIL, 34 FEET EAST
 EG1104'OF THE CENTER OF A BLACK TOP ROAD, 82 FEET WNW OF A TELEPHONE POLE,
 EG1104'133 FEET SW OF ANOTHER TELEPHONE POLE, 112 FEET NW OF A 36 INCH
 EG1104'MULBERRY AT THE SW CORNER OF A CEMETERY, 103 FEET NW OF THE SW CORNER
 EG1104'OF A CEMETERY, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF
 EG1104'A 6 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 EG1104'TRACK AND PROJECTS 6 INCHES. TO REACH FROM THE U.S. POST OFFICE IN
 EG1104'OAKLAND GO SOUTH ON A BLACK TOP ROAD ON THE WEST SIDE OF THE RAILROAD
 EG1104'TRACK FOR 0.4 MILE TO A REVERSE Y. CONTINUE SOUTH ON A BLACK TOP ROAD
 EG1104'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 EG1104
 EG1104                          STATION RECOVERY (2008)
 EG1104
 EG1104'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0217 ***********************************************************************
 DK0217  DESIGNATION -  H 126
 DK0217  PID         -  DK0217
 DK0217  STATE/COUNTY-  MS/LEFLORE
 DK0217  USGS QUAD   -  ITTA BENA (1983)
 DK0217
 DK0217                         *CURRENT SURVEY CONTROL
 DK0217  ___________________________________________________________________
 DK0217* NAD 83(1986)-  33 29 22.     (N)    090 19 33.     (W)     SCALED    
 DK0217* NAVD 88     -        38.797  (meters)     127.29   (feet)  POSTED    
 DK0217  ___________________________________________________________________
 DK0217  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0217  DYNAMIC HT  -          38.760 (meters)     127.17  (feet)  COMP
 DK0217  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DK0217
 DK0217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DK0217
 DK0217.The horizontal coordinates were scaled from a topographic map and have
 DK0217.an estimated accuracy of +/- 6 seconds.
 DK0217
 DK0217.The orthometric height was determined by differential leveling
 DK0217.and adjusted by the  in 1992.
 DK0217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DK0217.rate of 0.0 thru 1.0 mm/km.
 DK0217
 DK0217.The geoid height was determined by GEOID03.
 DK0217
 DK0217.The dynamic height is computed by dividing the NAVD 88
 DK0217.geopotential number by the normal gravity value computed on the
 DK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0217.degrees latitude (g = 980.6199 gals.).
 DK0217
 DK0217.The modeled gravity was interpolated from observed gravity values.
 DK0217
 DK0217;                    North         East    Units  Estimated Accuracy
 DK0217;SPC MS W     -   442,320.      700,700.      MT  (+/- 180 meters Scaled)
 DK0217
 DK0217                          SUPERSEDED SURVEY CONTROL
 DK0217
 DK0217  NGVD 29 (??/??/??)   38.868  (m)          127.52   (f) ADJUSTED    1 2
 DK0217
 DK0217.Superseded values are not recommended for survey control.
 DK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0217.See file dsdata.txt to determine how the superseded data were derived.
 DK0217
 DK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT484087(NAD 83)
 DK0217_MARKER: DB = BENCH MARK DISK
 DK0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0217_SP_SET: WATER TANK
 DK0217_STAMPING: H 126 1939
 DK0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0217
 DK0217  HISTORY     - Date     Condition        Report By
 DK0217  HISTORY     - 1939     MONUMENTED       CGS
 DK0217  HISTORY     - 1974     GOOD             NGS
 DK0217
 DK0217                          STATION DESCRIPTION
 DK0217
 DK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0217'0.5 MI SW FROM ITTA BENA.
 DK0217'LOCATED 163 FEET WEST OF C/L OF MISS. HWY. 7, 165 FEET ESE OF JCT. OF
 DK0217'KIMBROUGH AND LAKESIDE STREETS, 16 FEET SOUTH OF AND 1.1 FEET HIGHER
 DK0217'THAN C/L OF LAKESIDE ST., 106 FEET NW OF NE CORNER OF ITTA BENA CO-OP
 DK0217'COMPRESS, 47.5 FEET NE OF NE CORNER OF SHOP, AND 106.5 FEET WEST OF
 DK0217'C/L OF RR TRACKS.  THE DISK IS SET FLUSH IN TOP OF NW FOOTING OF
 DK0217'COMPRESS WATER TANK.  TO REACH FROM THE JCT. OF U.S. HWY. 82 AND STATE
 DK0217'HWY. 7 S, GO SOUTH ON HWY. 7 FOR 2.2 MILES TO COLUMBUS AND GREENVILLE
 DK0217'RAILROAD DEPOT SOUTH .35 TO SOUTH END PHILLIP 66 SERVICE STATION GO
 DK0217'RIGHT, WEST .4 MILE TO ITTA BENA CO-OP COMPRESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0952 ***********************************************************************
 DJ0952  DESIGNATION -  H 127
 DJ0952  PID         -  DJ0952
 DJ0952  STATE/COUNTY-  MS/MONROE
 DJ0952  USGS QUAD   -  MULDON (1987)
 DJ0952
 DJ0952                         *CURRENT SURVEY CONTROL
 DJ0952  ___________________________________________________________________
 DJ0952* NAD 83(1986)-  33 44 04.     (N)    088 40 38.     (W)     SCALED    
 DJ0952* NAVD 88     -        77.014  (meters)     252.67   (feet)  ADJUSTED  
 DJ0952  ___________________________________________________________________
 DJ0952  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DJ0952  DYNAMIC HT  -          76.935 (meters)     252.41  (feet)  COMP
 DJ0952  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 DJ0952
 DJ0952  VERT ORDER  -  FIRST     CLASS II
 DJ0952
 DJ0952.The horizontal coordinates were scaled from a topographic map and have
 DJ0952.an estimated accuracy of +/- 6 seconds.
 DJ0952
 DJ0952.The orthometric height was determined by differential leveling
 DJ0952.and adjusted in June 1991.
 DJ0952.WARNING-Repeat measurements at this control monument indicate possible
 DJ0952.vertical movement.
 DJ0952
 DJ0952.The geoid height was determined by GEOID03.
 DJ0952
 DJ0952.The dynamic height is computed by dividing the NAVD 88
 DJ0952.geopotential number by the normal gravity value computed on the
 DJ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0952.degrees latitude (g = 980.6199 gals.).
 DJ0952
 DJ0952.The modeled gravity was interpolated from observed gravity values.
 DJ0952
 DJ0952;                    North         East    Units  Estimated Accuracy
 DJ0952;SPC MS E     -   469,500.      314,470.      MT  (+/- 180 meters Scaled)
 DJ0952
 DJ0952                          SUPERSEDED SURVEY CONTROL
 DJ0952
 DJ0952  NGVD 29 (??/??/92)   76.938  (m)          252.42   (f) ADJ UNCH    1 2
 DJ0952
 DJ0952.Superseded values are not recommended for survey control.
 DJ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0952.See file dsdata.txt to determine how the superseded data were derived.
 DJ0952
 DJ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC446339(NAD 83)
 DJ0952_MARKER: DB = BENCH MARK DISK
 DJ0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0952_SP_SET: CULVERT
 DJ0952_STAMPING: H 127 (1939)
 DJ0952_MARK LOGO: CGS   
 DJ0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0952
 DJ0952  HISTORY     - Date     Condition        Report By
 DJ0952  HISTORY     - 1939     MONUMENTED       CGS
 DJ0952  HISTORY     - 1966     GOOD             MSHD
 DJ0952  HISTORY     - 1983     GOOD             NGS
 DJ0952  HISTORY     - 20000225 MARK NOT FOUND   MSHD
 DJ0952
 DJ0952                          STATION DESCRIPTION
 DJ0952
 DJ0952'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0952'10.15 MI NW FROM WEST POINT.
 DJ0952'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0952'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0952'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ0952'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ0952'4.0 MILES TO A BOX CULVERT AND THE MARK ON THE RIGHT IN THE SOUTHEAST
 DJ0952'HEADWALL.  IT IS 19 FEET EAST OF THE CENTER OF HIGHWAY 45 WEST.
 DJ0952
 DJ0952                          STATION RECOVERY (1983)
 DJ0952
 DJ0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0952'RECOVERED IN GOOD CONDITION.
 DJ0952
 DJ0952                          STATION RECOVERY (2000)
 DJ0952
 DJ0952'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ0952'LIKELY DESTROYED BY CONSTRUCTION ON US 45-A.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0472 ***********************************************************************
 EG0472  DESIGNATION -  H 128
 EG0472  PID         -  EG0472
 EG0472  STATE/COUNTY-  MS/LEE
 EG0472  USGS QUAD   -  VERONA (1986)
 EG0472
 EG0472                         *CURRENT SURVEY CONTROL
 EG0472  ___________________________________________________________________
 EG0472* NAD 83(1986)-  34 12 27.     (N)    088 43 01.     (W)     SCALED    
 EG0472* NAVD 88     -        98.629  (meters)     323.59   (feet)  ADJUSTED  
 EG0472  ___________________________________________________________________
 EG0472  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0472  DYNAMIC HT  -          98.530 (meters)     323.26  (feet)  COMP
 EG0472  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 EG0472
 EG0472  VERT ORDER  -  FIRST     CLASS II
 EG0472
 EG0472.The horizontal coordinates were scaled from a topographic map and have
 EG0472.an estimated accuracy of +/- 6 seconds.
 EG0472
 EG0472.The orthometric height was determined by differential leveling
 EG0472.and adjusted in June 1991.
 EG0472
 EG0472.The geoid height was determined by GEOID03.
 EG0472
 EG0472.The dynamic height is computed by dividing the NAVD 88
 EG0472.geopotential number by the normal gravity value computed on the
 EG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0472.degrees latitude (g = 980.6199 gals.).
 EG0472
 EG0472.The modeled gravity was interpolated from observed gravity values.
 EG0472
 EG0472;                    North         East    Units  Estimated Accuracy
 EG0472;SPC MS E     -   521,970.      310,730.      MT  (+/- 180 meters Scaled)
 EG0472
 EG0472                          SUPERSEDED SURVEY CONTROL
 EG0472
 EG0472  NGVD 29 (??/??/92)   98.575  (m)          323.41   (f) ADJ UNCH    1 2
 EG0472
 EG0472.Superseded values are not recommended for survey control.
 EG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0472.See file dsdata.txt to determine how the superseded data were derived.
 EG0472
 EG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC418864(NAD 83)
 EG0472_MARKER: DB = BENCH MARK DISK
 EG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0472_STAMPING: H 128 1939
 EG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0472+STABILITY: SURFACE MOTION
 EG0472
 EG0472  HISTORY     - Date     Condition        Report By
 EG0472  HISTORY     - 1939     MONUMENTED       CGS
 EG0472  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0472  HISTORY     - 1983     MARK NOT FOUND   NGS
 EG0472
 EG0472                          STATION DESCRIPTION
 EG0472
 EG0472'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0472'1.0 MI N FROM VERONA.
 EG0472'GO 1.0 MILE NORTH ALONG THE GM AND O RAILROAD FROM THE STATION AT
 EG0472'VERONA, LEE COUNTY, AT A DIRT-ROAD CROSSING, 48 FEET SOUTH OF THE
 EG0472'CENTERLINE OF THE ROAD, 24 FEET WEST OF THE CENTERLINE OF THE TRACK,
 EG0472'25 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 EG0472'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H
 EG0472'128 1939 AND SET IN THE TOP OF A CONCRETE POST.
 EG0472
 EG0472                          STATION RECOVERY (1983)
 EG0472
 EG0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EG0472'NOT RECOVERED, INACCESSIBLE FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1015 ***********************************************************************
 BW1015  DESIGNATION -  H 129
 BW1015  PID         -  BW1015
 BW1015  STATE/COUNTY-  MS/ADAMS
 BW1015  USGS QUAD   -  DEER PARK (1983)
 BW1015
 BW1015                         *CURRENT SURVEY CONTROL
 BW1015  ___________________________________________________________________
 BW1015* NAD 83(1986)-  31 28 01.     (N)    091 30 11.     (W)     SCALED    
 BW1015* NAVD 88     -        19.75   (+/-2cm)      64.8    (feet)  VERTCON   
 BW1015  ___________________________________________________________________
 BW1015  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BW1015  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1015
 BW1015.The horizontal coordinates were scaled from a topographic map and have
 BW1015.an estimated accuracy of +/- 6 seconds.
 BW1015
 BW1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1015.The vertical order pertains to the NGVD 29 superseded value.
 BW1015
 BW1015.The geoid height was determined by GEOID03.
 BW1015
 BW1015;                    North         East    Units  Estimated Accuracy
 BW1015;SPC MS W     -   218,640.      588,840.      MT  (+/- 180 meters Scaled)
 BW1015
 BW1015                          SUPERSEDED SURVEY CONTROL
 BW1015
 BW1015  NGVD 29 (??/??/92)   19.740  (m)           64.76   (f) ADJ UNCH    1 2
 BW1015
 BW1015.Superseded values are not recommended for survey control.
 BW1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1015.See file dsdata.txt to determine how the superseded data were derived.
 BW1015
 BW1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ422823(NAD 83)
 BW1015_MARKER: DB = BENCH MARK DISK
 BW1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1015_STAMPING: H 129 1938
 BW1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1015+STABILITY: SURFACE MOTION
 BW1015
 BW1015  HISTORY     - Date     Condition        Report By
 BW1015  HISTORY     - 1938     MONUMENTED       CGS
 BW1015  HISTORY     - 1940     GOOD             NGS
 BW1015  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1015
 BW1015                          STATION DESCRIPTION
 BW1015
 BW1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BW1015'8.25 MI SW FROM NATCHEZ.
 BW1015'8-1/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW1015'MISSISSIPPI RIVER, 0.7 MILE NORTH OF GAGE G 4, EAST OF AND TWO-THIRDS
 BW1015'OF THE DISTANCE NORTH OF THE SOUTH END OF A SAND BAR WHICH LIES CLOSE
 BW1015'TO THE EAST BANK OF THE RIVER, 150 FEET WEST OF A LARGE PECAN GROVE,
 BW1015'25 FEET DOWNSTREAM FROM RANGE 716.0, AND 15 FEET EAST OF THE
 BW1015'CENTERLINE OF A TRACK ROAD PARALLELING THE RIVER.  A STANDARD DISK SET
 BW1015'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 BW1015
 BW1015                          STATION RECOVERY (1979)
 BW1015
 BW1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0223 ***********************************************************************
 BV0223  DESIGNATION -  H 13
 BV0223  PID         -  BV0223
 BV0223  STATE/COUNTY-  MS/PERRY
 BV0223  USGS QUAD   -  RICHTON (1964)
 BV0223
 BV0223                         *CURRENT SURVEY CONTROL
 BV0223  ___________________________________________________________________
 BV0223* NAD 83(1986)-  31 18 08.     (N)    088 55 26.     (W)     SCALED    
 BV0223* NAVD 88     -        40.684  (meters)     133.48   (feet)  ADJUSTED  
 BV0223  ___________________________________________________________________
 BV0223  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BV0223  DYNAMIC HT  -          40.634 (meters)     133.31  (feet)  COMP
 BV0223  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 BV0223
 BV0223  VERT ORDER  -  FIRST     CLASS II
 BV0223
 BV0223.The horizontal coordinates were scaled from a topographic map and have
 BV0223.an estimated accuracy of +/- 6 seconds.
 BV0223
 BV0223.The orthometric height was determined by differential leveling
 BV0223.and adjusted in May 1996.
 BV0223
 BV0223.The geoid height was determined by GEOID03.
 BV0223
 BV0223.The dynamic height is computed by dividing the NAVD 88
 BV0223.geopotential number by the normal gravity value computed on the
 BV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0223.degrees latitude (g = 980.6199 gals.).
 BV0223
 BV0223.The modeled gravity was interpolated from observed gravity values.
 BV0223
 BV0223;                    North         East    Units  Estimated Accuracy
 BV0223;SPC MS E     -   199,790.      291,380.      MT  (+/- 180 meters Scaled)
 BV0223
 BV0223                          SUPERSEDED SURVEY CONTROL
 BV0223
 BV0223  NGVD 29 (??/??/92)   40.689  (m)          133.49   (f) ADJ UNCH    1 2
 BV0223
 BV0223.Superseded values are not recommended for survey control.
 BV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0223.See file dsdata.txt to determine how the superseded data were derived.
 BV0223
 BV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV169646(NAD 83)
 BV0223_MARKER: DB = BENCH MARK DISK
 BV0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0223_SP_SET: CONCRETE POST
 BV0223_STAMPING: H 13 1934
 BV0223_MARK LOGO: CGS   
 BV0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0223+STABILITY: SURFACE MOTION
 BV0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0223+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1986
 BV0223
 BV0223  HISTORY     - Date     Condition        Report By
 BV0223  HISTORY     - 1934     MONUMENTED       CGS
 BV0223  HISTORY     - 1964     GOOD             MSHD
 BV0223  HISTORY     - 19860211 GOOD             MSHD
 BV0223
 BV0223                          STATION DESCRIPTION
 BV0223
 BV0223'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0223'3.55 MI S FROM RICHTON.
 BV0223'FROM THE RAILWAY STATION IN RICHTON, GO SOUTH ON STATE HIGHWAY 15 FOR
 BV0223'3.4 MILES TO A DRIVEWAY ON THE LEFT AND A HOUSE ON THE LEFT, TURN LEFT
 BV0223'ONTO THE DRIVEWAY PASSING IN FRONT OF THE HOUSE AND ONTO A TRACK ROAD
 BV0223'LEADING SOUTHEAST, CONTINUE ON THE TRACK ROAD FOR 0.15 MILE TO THE
 BV0223'RAILROAD AND THE MARK IN THE SOUTHEAST ANGLE OF THE CROSSING. STANDARD
 BV0223'DISK IN CONCRETE POST.
 BV0223
 BV0223                          STATION RECOVERY (1986)
 BV0223
 BV0223'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BV0223'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0223'MARK IS LOCATED 5.31 KM (3.30 MI) RICHTON IN THE SOUTHEAST ANGLE OF
 BV0223'THE JUNCTION OF A WOODS ROAD WITH AN ABANDONED RAILROAD BED, 4.67 KM
 BV0223'(2.90 MI) NORTH OF HINTONVILLE ABOUT 0.32 KM (0.20 MI) EAST OF HIGHWAY
 BV0223'15, IN THE SOUTHWEST CORNER OF SECTION 17, T4N, R9W.  TO REACH FROM
 BV0223'THE POST OFFICE IN RICHTON, GO SOUTH ON STATE HIGHWAY 15 FOR 4.83 KM
 BV0223'(3.00 MI) TO A PRIVATE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON A
 BV0223'PRIVATE ROAD FOR 0.16 KM (0.10 MI) TO OLD RAILROAD BED, TURN RIGHT AND
 BV0223'GO SOUTH ON OLD RAILROAD BED FOR 0.88 KM (0.55 MI) TO A WOODS ROAD AND
 BV0223'THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A
 BV0223'CONCRETE POST.  IT IS 16.46 M (54.0 FT) EAST CENTER OF OLD RAILROAD
 BV0223'BED, 4.27 M (14.0 FT) SOUTH CENTER OLD WOODS ROAD, ABOUT 44.20 M
 BV0223'(145.0 FT) NORTH OF THE NORTH BANK OF THE CREEK, 0.30 M (1.0 FT) SOUTH
 BV0223'OF A CARSONITE WITNESS POST AND 0.90 M (3.0 FT) BELOW THE LEVEL OF OLD
 BV0223'RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1356 ***********************************************************************
 BW1356  DESIGNATION -  H 130
 BW1356  PID         -  BW1356
 BW1356  STATE/COUNTY-  MS/ADAMS
 BW1356  USGS QUAD   -  LAKE MARY (1965)
 BW1356
 BW1356                         *CURRENT SURVEY CONTROL
 BW1356  ___________________________________________________________________
 BW1356* NAD 83(1986)-  31 12 43.     (N)    091 35 08.     (W)     SCALED    
 BW1356* NAVD 88     -        17.09   (+/-2cm)      56.1    (feet)  VERTCON   
 BW1356  ___________________________________________________________________
 BW1356  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BW1356  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1356
 BW1356.The horizontal coordinates were scaled from a topographic map and have
 BW1356.an estimated accuracy of +/- 6 seconds.
 BW1356
 BW1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1356.The vertical order pertains to the NGVD 29 superseded value.
 BW1356
 BW1356.The geoid height was determined by GEOID03.
 BW1356
 BW1356;                    North         East    Units  Estimated Accuracy
 BW1356;SPC MS W     -   190,450.      580,670.      MT  (+/- 180 meters Scaled)
 BW1356
 BW1356                          SUPERSEDED SURVEY CONTROL
 BW1356
 BW1356  NGVD 29 (??/??/92)   17.072  (m)           56.01   (f) ADJ UNCH    1 2
 BW1356
 BW1356.Superseded values are not recommended for survey control.
 BW1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1356.See file dsdata.txt to determine how the superseded data were derived.
 BW1356
 BW1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ347539(NAD 83)
 BW1356_MARKER: DB = BENCH MARK DISK
 BW1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1356_STAMPING: H 130 1938
 BW1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1356+STABILITY: SURFACE MOTION
 BW1356
 BW1356  HISTORY     - Date     Condition        Report By
 BW1356  HISTORY     - 1938     MONUMENTED       CGS
 BW1356
 BW1356                          STATION DESCRIPTION
 BW1356
 BW1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1356'8.75 MI NW FROM FORT ADAMS.
 BW1356'IN ADAMS COUNTY, 8-3/4 MILES NORTHWEST OF FORT ADAMS, WILKINSON
 BW1356'COUNTY, ON THE EAST BANK OF MISSISSIPPI RIVER, 2 MILES UPSTREAM FROM
 BW1356'ARTONISH LANDING, 1 MILE UPSTREAM FROM THE BRIDGE ACROSS THE NARROWS,
 BW1356'2000 FEET RIVERSIDE OF THE PROPOSED JACKSON POINT CUT-OFF, 100 FEET
 BW1356'RIVERSIDE OF A ROAD LEADING TO THE POST OFFICE AT KIENSTRA, AND 8 FEET
 BW1356'UPSTREAM FROM A DOUBLE PECAN TREE.  A STANDARD DISK SET IN THE TOP OF
 BW1356'A CONCRETE POST PROJECTING 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0763 ***********************************************************************
 EG0763  DESIGNATION -  H 131
 EG0763  PID         -  EG0763
 EG0763  STATE/COUNTY-  MS/PRENTISS
 EG0763  USGS QUAD   -  BOONEVILLE (1973)
 EG0763
 EG0763                         *CURRENT SURVEY CONTROL
 EG0763  ___________________________________________________________________
 EG0763* NAD 83(1986)-  34 40 10.     (N)    088 33 22.     (W)     SCALED    
 EG0763* NAVD 88     -       151.615  (meters)     497.42   (feet)  POSTED    
 EG0763  ___________________________________________________________________
 EG0763  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0763  DYNAMIC HT  -         151.470 (meters)     496.95  (feet)  COMP
 EG0763  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 EG0763
 EG0763  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0763
 EG0763.The horizontal coordinates were scaled from a topographic map and have
 EG0763.an estimated accuracy of +/- 6 seconds.
 EG0763
 EG0763.The orthometric height was determined by differential leveling
 EG0763.and adjusted by the  in 1992.
 EG0763.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0763.rate of 0.0 thru 1.0 mm/km.
 EG0763
 EG0763.The geoid height was determined by GEOID03.
 EG0763
 EG0763.The dynamic height is computed by dividing the NAVD 88
 EG0763.geopotential number by the normal gravity value computed on the
 EG0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0763.degrees latitude (g = 980.6199 gals.).
 EG0763
 EG0763.The modeled gravity was interpolated from observed gravity values.
 EG0763
 EG0763;                    North         East    Units  Estimated Accuracy
 EG0763;SPC MS E     -   573,240.      325,410.      MT  (+/- 180 meters Scaled)
 EG0763
 EG0763                          SUPERSEDED SURVEY CONTROL
 EG0763
 EG0763  NGVD 29 (??/??/92)  151.554  (m)          497.22   (f) ADJ UNCH    1 2
 EG0763
 EG0763.Superseded values are not recommended for survey control.
 EG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0763.See file dsdata.txt to determine how the superseded data were derived.
 EG0763
 EG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD574374(NAD 83)
 EG0763_MARKER: DB = BENCH MARK DISK
 EG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0763_STAMPING: H 131 1939
 EG0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0763+STABILITY: SURFACE MOTION
 EG0763
 EG0763  HISTORY     - Date     Condition        Report By
 EG0763  HISTORY     - 1939     MONUMENTED       CGS
 EG0763  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0763  HISTORY     - 1963     MARK NOT FOUND   USGS
 EG0763  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0763  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0763
 EG0763                          STATION DESCRIPTION
 EG0763
 EG0763'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0763'1.1 MI N FROM BOONEVILLE.
 EG0763'1.1 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 EG0763'STATION AT BOONEVILLE, PRENTISS COUNTY, 250 FEET NORTHWEST OF A
 EG0763'STATION-ONE-MILE SIGN, 55 FEET NORTH OF A ROAD CROSSING, AND 24 FEET
 EG0763'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED H 131
 EG0763'1939 AND SET IN THE TOP OF A CONCRETE POST.
 EG0763
 EG0763                          STATION RECOVERY (1963)
 EG0763
 EG0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EG0763'MARK NOT FOUND.
 EG0763
 EG0763                          STATION RECOVERY (1979)
 EG0763
 EG0763'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0763'MARK NOT FOUND.
 EG0763
 EG0763                          STATION RECOVERY (1982)
 EG0763
 EG0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0763'NOT RECOVERED, POSSIBLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0388 ***********************************************************************
 DK0388  DESIGNATION -  H 132
 DK0388  PID         -  DK0388
 DK0388  STATE/COUNTY-  MS/WASHINGTON
 DK0388  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0388
 DK0388                         *CURRENT SURVEY CONTROL
 DK0388  ___________________________________________________________________
 DK0388* NAD 83(1986)-  33 25 46.     (N)    090 50 52.     (W)     SCALED    
 DK0388* NAVD 88     -        37.115  (meters)     121.77   (feet)  ADJUSTED  
 DK0388  ___________________________________________________________________
 DK0388  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0388  DYNAMIC HT  -          37.076 (meters)     121.64  (feet)  COMP
 DK0388  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 DK0388
 DK0388  VERT ORDER  -  FIRST     CLASS II
 DK0388
 DK0388.The horizontal coordinates were scaled from a topographic map and have
 DK0388.an estimated accuracy of +/- 6 seconds.
 DK0388
 DK0388.The orthometric height was determined by differential leveling
 DK0388.and adjusted in June 1991.
 DK0388
 DK0388.The geoid height was determined by GEOID03.
 DK0388
 DK0388.The dynamic height is computed by dividing the NAVD 88
 DK0388.geopotential number by the normal gravity value computed on the
 DK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0388.degrees latitude (g = 980.6199 gals.).
 DK0388
 DK0388.The modeled gravity was interpolated from observed gravity values.
 DK0388
 DK0388;                    North         East    Units  Estimated Accuracy
 DK0388;SPC MS W     -   435,780.      652,160.      MT  (+/- 180 meters Scaled)
 DK0388
 DK0388                          SUPERSEDED SURVEY CONTROL
 DK0388
 DK0388  NGVD 29 (??/??/??)   37.198  (m)          122.04   (f) ADJUSTED    1 2
 DK0388
 DK0388.Superseded values are not recommended for survey control.
 DK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0388.See file dsdata.txt to determine how the superseded data were derived.
 DK0388
 DK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT000009(NAD 83)
 DK0388_MARKER: DB = BENCH MARK DISK
 DK0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0388_STAMPING: H 132 (1939)
 DK0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0388+STABILITY: SURFACE MOTION
 DK0388
 DK0388  HISTORY     - Date     Condition        Report By
 DK0388  HISTORY     - 1939     MONUMENTED       CGS
 DK0388  HISTORY     - 1967     GOOD             MSHD
 DK0388
 DK0388                          STATION DESCRIPTION
 DK0388
 DK0388'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0388'3.4 MI NE FROM LELAND.
 DK0388'THE MARK IS LOCATED APPROXIMATELY 4.8 MILES WEST OF THE
 DK0388'WASHINGTON-SUNFLOWER COUNTY LINE, 4.1 MILES NORTHEAST OF STONEVILLE,
 DK0388'3.4 MILES NORTHEAST OF LELAND, 0.45 MILE EAST ALONG THE COLUMBUS AND
 DK0388'GREENVILLE RAILROAD FROM ITS CROSSING WITH A PIPE LINE AND IS IN THE
 DK0388'SOUTHWEST 1/4 OF SECTION 5, T 18N, R 6W.  TO REACH FROM THE U.S. POST
 DK0388'OFFICE IN LELAND, GO NORTHEAST ON U.S. HIGHWAY 61 FOR 1.9 MILES TO THE
 DK0388'CROSSING OF THE COLUMBUS AND GREENVILLE RAILROAD TRACK.  CONTINUE
 DK0388'NORTHEAST ON U.S. HIGHWAY 61 FOR 0.35 MILE TO A CROSSROADS.  TURN
 DK0388'RIGHT (EAST) AND CONTINUE ON A NARROW BLACKTOP ROAD FOR 1.9 MILES TO A
 DK0388'FIELD ROAD ON THE RIGHT.  TURN RIGHT (SOUTH) AND CONTINUE ON THE FIELD
 DK0388'ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT IN THE NORTHEAST ANGLE OF
 DK0388'THE CROSSING OF THE FIELD ROAD AND THE RAILROAD TRACK.  THE MARK IS A
 DK0388'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND PROJECTS 8
 DK0388'IN.  IT IS APPROXIMATELY 500 FEET WEST OF THE GRAIN ELEVATOR, 35.5
 DK0388'FEET NORTH OF THE NORTH RAIL, 20.4 FEET NORTHWEST OF A TELEPHONE POLE,
 DK0388'9 FEET EAST OF THE CENTER OF THE FIELD ROAD, AND 1 FOOT WEST OF A
 DK0388'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0271 ***********************************************************************
 EH0271  DESIGNATION -  H 133
 EH0271  PID         -  EH0271
 EH0271  STATE/COUNTY-  MS/QUITMAN
 EH0271  USGS QUAD   -  LAMBERT (1967)
 EH0271
 EH0271                         *CURRENT SURVEY CONTROL
 EH0271  ___________________________________________________________________
 EH0271* NAD 83(1986)-  34 10 40.     (N)    090 17 52.     (W)     SCALED    
 EH0271* NAVD 88     -        49.022  (meters)     160.83   (feet)  ADJUSTED  
 EH0271  ___________________________________________________________________
 EH0271  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0271  DYNAMIC HT  -          48.974 (meters)     160.68  (feet)  COMP
 EH0271  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EH0271
 EH0271  VERT ORDER  -  FIRST     CLASS II
 EH0271
 EH0271.The horizontal coordinates were scaled from a topographic map and have
 EH0271.an estimated accuracy of +/- 6 seconds.
 EH0271
 EH0271.The orthometric height was determined by differential leveling
 EH0271.and adjusted in June 1991.
 EH0271
 EH0271.The geoid height was determined by GEOID03.
 EH0271
 EH0271.The dynamic height is computed by dividing the NAVD 88
 EH0271.geopotential number by the normal gravity value computed on the
 EH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0271.degrees latitude (g = 980.6199 gals.).
 EH0271
 EH0271.The modeled gravity was interpolated from observed gravity values.
 EH0271
 EH0271;                    North         East    Units  Estimated Accuracy
 EH0271;SPC MS W     -   518,670.      703,280.      MT  (+/- 180 meters Scaled)
 EH0271
 EH0271                          SUPERSEDED SURVEY CONTROL
 EH0271
 EH0271  NGVD 29 (??/??/??)   49.058  (m)          160.95   (f) ADJUSTED    1 2
 EH0271
 EH0271.Superseded values are not recommended for survey control.
 EH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0271.See file dsdata.txt to determine how the superseded data were derived.
 EH0271
 EH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT490851(NAD 83)
 EH0271_MARKER: DB = BENCH MARK DISK
 EH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0271_STAMPING: H-133 1939
 EH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0271+STABILITY: SURFACE MOTION
 EH0271
 EH0271  HISTORY     - Date     Condition        Report By
 EH0271  HISTORY     - 1939     MONUMENTED       CGS
 EH0271  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EH0271  HISTORY     - 20080128 MARK NOT FOUND   MSDOT
 EH0271
 EH0271                          STATION DESCRIPTION
 EH0271
 EH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EH0271'2.0 MI SW FROM LAMBERT.
 EH0271'33 FEET EAST OF CENTERLINE OF GRAVEL ROAD IN NORTHWEST CORNER OF YARD
 EH0271'AT A HOUSE WITH GALVANIZED IRON ROOF.  27 FEET NORTH OF LARGE RED
 EH0271'OAK TREE.
 EH0271'1977MSHD REPORT--A NEW HIGHWAY HAS BEEN BUILT SINCE THE ORIGINAL
 EH0271'DESCRIPTION.
 EH0271
 EH0271                          STATION RECOVERY (1977)
 EH0271
 EH0271'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0271'MARK NOT FOUND.
 EH0271
 EH0271                          STATION RECOVERY (2008)
 EH0271
 EH0271'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0815 ***********************************************************************
 BH0815  DESIGNATION -  H 135
 BH0815  PID         -  BH0815
 BH0815  STATE/COUNTY-  MS/HARRISON
 BH0815  USGS QUAD   -  WORTHAM (1983)
 BH0815
 BH0815                         *CURRENT SURVEY CONTROL
 BH0815  ___________________________________________________________________
 BH0815* NAD 83(1986)-  30 35 43.     (N)    089 11 55.     (W)     SCALED    
 BH0815* NAVD 88     -        41.63   (+/-2cm)     136.6    (feet)  VERTCON   
 BH0815  ___________________________________________________________________
 BH0815  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0815
 BH0815.The horizontal coordinates were scaled from a topographic map and have
 BH0815.an estimated accuracy of +/- 6 seconds.
 BH0815
 BH0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0815.The vertical order pertains to the NGVD 29 superseded value.
 BH0815
 BH0815.The geoid height was determined by GEOID03.
 BH0815
 BH0815;                    North         East    Units  Estimated Accuracy
 BH0815;SPC MS E     -   121,470.      264,970.      MT  (+/- 180 meters Scaled)
 BH0815
 BH0815                          SUPERSEDED SURVEY CONTROL
 BH0815
 BH0815  NGVD 29 (??/??/??)   41.638  (m)          136.61   (f) ADJUSTED    2 0
 BH0815
 BH0815.Superseded values are not recommended for survey control.
 BH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0815.See file dsdata.txt to determine how the superseded data were derived.
 BH0815
 BH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU892868(NAD 83)
 BH0815_MARKER: DB = BENCH MARK DISK
 BH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0815+STABILITY: SURFACE MOTION
 BH0815
 BH0815  HISTORY     - Date     Condition        Report By
 BH0815  HISTORY     - UNK      MONUMENTED       CGS
 BH0815  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH0815  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH0815
 BH0815                          STATION DESCRIPTION
 BH0815
 BH0815'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0815'5.1 MI SW FROM SAUCIER.
 BH0815'THE MARK IS LOCATED ABOUT 0.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 BH0815'RAILROAD FROM THE STATION AT SAUCIER, THENCE ABOUT 4.6 MILES SOUTHWEST
 BH0815'ALONG A BLACK TOP AND A ROAD NOW UNDER CONSTRUCTION, ABOUT 1.05 MILES
 BH0815'SOUTHWEST OF A CONCRETE BRIDGE OVER BIG BILOXI RIVER, 43 FEET
 BH0815'NORTHWEST OF THE PROPOSED CENTER LINE OF NEW ROAD, 31 FEET SOUTHWEST
 BH0815'OF CENTER LINE OF A DIM ROAD LEADING NORTHWEST TO A SAW-DUST PILE AND
 BH0815'SIDE OF OLD SAW MILL, 10 FEET SOUTHEAST OF A PLOWED FIRE-BREAK, AND
 BH0815'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BH0815
 BH0815                          STATION RECOVERY (1979)
 BH0815
 BH0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0958 ***********************************************************************
 BH0958  DESIGNATION -  H 136 RESET
 BH0958  PID         -  BH0958
 BH0958  STATE/COUNTY-  MS/HANCOCK
 BH0958  USGS QUAD   -  WAVELAND (1976)
 BH0958
 BH0958                         *CURRENT SURVEY CONTROL
 BH0958  ___________________________________________________________________
 BH0958* NAD 83(1993)-  30 18 23.39900(N)    089 22 45.55152(W)     ADJUSTED  
 BH0958* NAVD 88     -         3.657  (meters)      12.00   (feet)  ADJUSTED  
 BH0958  ___________________________________________________________________
 BH0958  X           -      59,700.841 (meters)                     COMP
 BH0958  Y           -  -5,510,845.673 (meters)                     COMP
 BH0958  Z           -   3,199,741.176 (meters)                     COMP
 BH0958  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BH0958  ELLIP HEIGHT-         -23.693 (meters)          (05/13/94) ADJUSTED
 BH0958  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BH0958  DYNAMIC HT  -           3.653 (meters)      11.98  (feet)  COMP
 BH0958  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 BH0958  OBS GRAVITY -     979,326.5   (mgal)                       GRAV_OBS
 BH0958
 BH0958  HORZ ORDER  -  THIRD
 BH0958  VERT ORDER  -  FIRST     CLASS I
 BH0958  ELLP ORDER  -  FOURTH    CLASS I
 BH0958
 BH0958.The horizontal coordinates were established by GPS observations
 BH0958.and adjusted by the National Geodetic Survey in May 1994.
 BH0958
 BH0958.The orthometric height was determined by differential leveling
 BH0958.and adjusted in June 1991.
 BH0958
 BH0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH0958
 BH0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0958
 BH0958.The ellipsoidal height was determined by GPS observations
 BH0958.and is referenced to NAD 83.
 BH0958
 BH0958.The geoid height was determined by GEOID03.
 BH0958
 BH0958.The dynamic height is computed by dividing the NAVD 88
 BH0958.geopotential number by the normal gravity value computed on the
 BH0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0958.degrees latitude (g = 980.6199 gals.).
 BH0958
 BH0958.The modeled gravity was interpolated from observed gravity values.
 BH0958.The observed gravity was obtained from relative gravimeter ties
 BH0958.to the IGSN71 gravity network.
 BH0958
 BH0958;                    North         East     Units Scale Factor Converg.
 BH0958;SPC MS E     -    89,522.956   247,484.660   MT  0.99998401   -0 16 31.9
 BH0958;SPC MS E     -   293,709.90    811,955.92   sFT  0.99998401   -0 16 31.9
 BH0958;UTM  16      - 3,355,147.024   271,196.060   MT  1.00024590   -1 12 04.3
 BH0958
 BH0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0958!SPC MS E     -   1.00000372  x   0.99998401  =   0.99998773
 BH0958!UTM  16      -   1.00000372  x   1.00024590  =   1.00024962
 BH0958
 BH0958                          SUPERSEDED SURVEY CONTROL
 BH0958
 BH0958  ELLIP H (01/21/93)  -23.771  (m)                       GP(       ) 4 2
 BH0958  NAD 83(1993)-  30 18 23.40699(N)    089 22 45.55570(W) AD(       ) 3
 BH0958  NAD 83(1986)-  30 18 23.41611(N)    089 22 45.54477(W) AD(       ) 3
 BH0958  NAD 27      -  30 18 22.70887(N)    089 22 45.36231(W) AD(       ) 3
 BH0958  NGVD 29 (??/??/??)    3.613  (m)           11.85   (f) ADJUSTED    1 1
 BH0958
 BH0958.Superseded values are not recommended for survey control.
 BH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0958.See file dsdata.txt to determine how the superseded data were derived.
 BH0958
 BH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7119655147(NAD 83)
 BH0958_MARKER: DB = BENCH MARK DISK
 BH0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0958_SP_SET: CONCRETE POST
 BH0958_STAMPING: H 136 RESET 1965
 BH0958_MARK LOGO: CGS   
 BH0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0958+STABILITY: SURFACE MOTION
 BH0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0958+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH0958
 BH0958  HISTORY     - Date     Condition        Report By
 BH0958  HISTORY     - 1965     MONUMENTED       CGS
 BH0958  HISTORY     - 1972     GOOD             MSHD
 BH0958  HISTORY     - 1974     GOOD             NGS
 BH0958  HISTORY     - 1976     GOOD             NGS
 BH0958  HISTORY     - 1988     GOOD             NGS
 BH0958  HISTORY     - 19930315 GOOD             NGS
 BH0958  HISTORY     - 20050705 MARK NOT FOUND   NGS
 BH0958
 BH0958                          STATION DESCRIPTION
 BH0958
 BH0958'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0958'2.7 MI WSW FROM BAY ST  LOUIS.
 BH0958'THE MARK IS LOCATED 2.7 MILES WEST-SOUTHWEST OF BAY ST. LOUIS IN THE
 BH0958'WEST ANGLE ON THE INTERSECTION OF STATE HIGHWAY 603 AND 43 AND U.S.
 BH0958'HIGHWAY 90 ON THE PROPERTY OWNED BY THE RAMADA INN.  IT IS 225 FEET
 BH0958'NORTHWEST OF THE CENTER OF THE WESTBOUND LANE OF HIGHWAY 90, 85 FEET
 BH0958'SOUTHWEST OF THE CENTER OF HIGHWAY 603 AND 43, 84.5 FEET
 BH0958'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTH WING OF THE RAMADA
 BH0958'INN, 30.5 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BH0958'NORTH WING OF THE RAMADA INN, 37.5 FEET SOUTHWEST OF A FIRE PLUG, 39
 BH0958'FEET SOUTHWEST OF A ROW MARKER, 52.5 FEET WEST OF A POWER POLE, 1.5
 BH0958'FEET EAST OF THE ANGLE OF THE CURB OF THE PARKING LOT, 1 FOOT SOUTH OF
 BH0958'A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 BH0958'ABOUT 3 FEET BELOW THE LEVEL OF THE INTERSECTION AND IS 4 INCHES BELOW
 BH0958'THE GROUND.  TO REACH FROM THE WEST END OF THE BRIDGE OVER ST. LOUIS
 BH0958'BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90 FOR 3.5 MILES TO THE
 BH0958'JUNCTION OF STATE HIGHWAY 603 AND 43 AND THE MARK AS DESCRIBED.
 BH0958
 BH0958                          STATION RECOVERY (1974)
 BH0958
 BH0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0958'RECOVERED IN GOOD CONDITION.
 BH0958
 BH0958                          STATION RECOVERY (1976)
 BH0958
 BH0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0958'RECOVERED IN GOOD CONDITION.
 BH0958
 BH0958                          STATION RECOVERY (1988)
 BH0958
 BH0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 BH0958'THE STATION IS LOCATED IN WAVELAND, IN THE NORTHWEST CORNER OF THE
 BH0958'INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAYS 43 AND 603, JUST
 BH0958'SOUTHEAST OF THE NORTHEAST ENTRANCE TO THE WAVELAND RESORT INN.
 BH0958'OWNERSHIP--WAVELAND RESORT INN, WAVELAND MS 39576.
 BH0958'
 BH0958'THE STATION IS IN WAVELAND AT THE JUNCTION OF U.S. HIGHWAY 90 AND
 BH0958'STATE HIGHWAYS 43 AND 603.
 BH0958'
 BH0958'THE STATION IS A STANDARD CGS DISK
 BH0958'STAMPED---H 136 RESET 1965---,
 BH0958'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BH0958'28 CM IN DIAMETER RECESSED 22 CM BELOW GROUND.  LOCATED
 BH0958'68.6 METERS (225.0 FT) NORTHWEST FROM THE CENTER OF HIGHWAY 90,
 BH0958'40.4 METERS (132.5 FT) SOUTHEAST FROM THE CENTER OF THE NORTHEAST
 BH0958'ENTRANCE DRIVE TO THE WAVELAND RESORT INN,
 BH0958'25.8 METERS (84.5 FT) SOUTHWEST FROM THE CENTER OF HIGHWAYS 43 AND
 BH0958'603,
 BH0958'25.6 METERS (84.0 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 BH0958'WAVELAND RESORT INN BUILDING,
 BH0958'12.4 METERS (40.7 FT) NORTH FROM THE CENTER OF A CONCRETE DRAIN FOR
 BH0958'THE PARKING LOT, AND
 BH0958'1.2 METERS (4.0 FT) EAST FROM THE EAST CORNER OF THE PAVED PARKING
 BH0958'LOT.
 BH0958'
 BH0958'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 BH0958
 BH0958                          STATION RECOVERY (1993)
 BH0958
 BH0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0958'IN WAVELAND, AT THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE
 BH0958'HIGHWAY 43, 68.6 M (225.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 BH0958'WESTBOUND LANES OF THE U.S. HIGHWAY, 40.6 M (133.2 FT) SOUTHEAST OF
 BH0958'THE CENTER OF THE MOST NORTHEASTERLY DRIVEWAY LEADING TO THE WAVELAND
 BH0958'RESORT INN, 25.8 M (84.6 FT) SOUTHWEST OF THE CENTERLINE OF THE STATE
 BH0958'HIGHWAY, 25.6 M (84.0 FT) EAST OF THE SOUTHEAST CORNER OF THE INN,
 BH0958'6.4 M (21.0 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 1.2 M (3.9 FT)
 BH0958'NORTHEAST OF THE EAST CORNER OF A PARKING LOT, 0.3 M (1.0 FT)
 BH0958'NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7
 BH0958'FT) BELOW THE GROUND SURFACE.  NOTE--STATE HIGHWAY 43 IS UNDER
 BH0958'CONSTRUCTION AND THE EXISTING HIGHWAY WILL BECOME THE NORTHBOUND
 BH0958'LANES OF THE NEW HIGHWAY.
 BH0958
 BH0958                          STATION RECOVERY (2005)
 BH0958
 BH0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0958'SITE LOCATED, BUT MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1414 ***********************************************************************
 BH1414  DESIGNATION -  H 137
 BH1414  PID         -  BH1414
 BH1414  STATE/COUNTY-  MS/HANCOCK
 BH1414  USGS QUAD   -  CAESAR (1986)
 BH1414
 BH1414                         *CURRENT SURVEY CONTROL
 BH1414  ___________________________________________________________________
 BH1414* NAD 83(1986)-  30 34 15.     (N)    089 30 51.     (W)     SCALED    
 BH1414* NAVD 88     -        49.63   (+/-2cm)     162.8    (feet)  VERTCON   
 BH1414  ___________________________________________________________________
 BH1414  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BH1414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1414
 BH1414.The horizontal coordinates were scaled from a topographic map and have
 BH1414.an estimated accuracy of +/- 6 seconds.
 BH1414
 BH1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1414.The vertical order pertains to the NGVD 29 superseded value.
 BH1414
 BH1414.The geoid height was determined by GEOID03.
 BH1414
 BH1414;                    North         East    Units  Estimated Accuracy
 BH1414;SPC MS E     -   118,900.      234,690.      MT  (+/- 180 meters Scaled)
 BH1414
 BH1414                          SUPERSEDED SURVEY CONTROL
 BH1414
 BH1414  NGVD 29 (??/??/??)   49.699  (m)          163.05   (f) ADJUSTED    2 0
 BH1414
 BH1414.Superseded values are not recommended for survey control.
 BH1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1414.See file dsdata.txt to determine how the superseded data were derived.
 BH1414
 BH1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU588847(NAD 83)
 BH1414_MARKER: DB = BENCH MARK DISK
 BH1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1414_STAMPING: H 137 1943
 BH1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1414+STABILITY: SURFACE MOTION
 BH1414
 BH1414  HISTORY     - Date     Condition        Report By
 BH1414  HISTORY     - 1943     MONUMENTED       CGS
 BH1414  HISTORY     - 1972     GOOD             MSHD
 BH1414
 BH1414                          STATION DESCRIPTION
 BH1414
 BH1414'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1414'10.3 MI ENE FROM PICAYUNE.
 BH1414'THE MARK IS LOCATED 10.3 MILES EAST-NORTHEAST OF PICAYUNE IN THE
 BH1414'NORTHWEST ANGLE OF THE JUNCTION OF A PRIVATE ROAD, 12.3 MILES
 BH1414'NORTHWEST OF KILN, 2 MILES SOUTHEAST OF THE COMMUNITY OF KILN IN THE
 BH1414'NORTHEAST 1/4 OF SECTION 32, T 5S, R 15W.  IT IS 57 FEET NORTHWEST OF
 BH1414'THE CENTER OF A BLACK TOP ROAD, 24 FEET NORTHEAST OF THE CENTER OF A
 BH1414'PRIVATE ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP
 BH1414'OF A 6 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BH1414'ROAD AND PROJECTS 4 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN
 BH1414'PICAYUNE GO SOUTH ON U.S. HIGHWAY 11 FOR 0.7 MILES TO THE JUNCTION OF
 BH1414'STATE HIGHWAY 43.  TURN LEFT AND GO EAST ON STATE HIGHWAY 43 FOR 11.7
 BH1414'MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING A CONCRETE BRIDGE. TURN
 BH1414'SHARP LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 2.6 MILES TO A
 BH1414'CROSSROAD AND BM TIE 7 AND 8 ON THE LEFT.  CONTINUE NORTH ON A BLACK
 BH1414'TOP ROAD FOR 2 MILES TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1320 ***********************************************************************
 BH1320  DESIGNATION -  H 138
 BH1320  PID         -  BH1320
 BH1320  STATE/COUNTY-  MS/PEARL RIVER
 BH1320  USGS QUAD   -  WHITE SAND (1986)
 BH1320
 BH1320                         *CURRENT SURVEY CONTROL
 BH1320  ___________________________________________________________________
 BH1320* NAD 83(1986)-  30 48 00.     (N)    089 39 47.     (W)     SCALED    
 BH1320* NAVD 88     -        40.88   (+/-2cm)     134.1    (feet)  VERTCON   
 BH1320  ___________________________________________________________________
 BH1320  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BH1320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1320
 BH1320.The horizontal coordinates were scaled from a topographic map and have
 BH1320.an estimated accuracy of +/- 6 seconds.
 BH1320
 BH1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1320.The vertical order pertains to the NGVD 29 superseded value.
 BH1320
 BH1320.The geoid height was determined by GEOID03.
 BH1320
 BH1320;                    North         East    Units  Estimated Accuracy
 BH1320;SPC MS E     -   144,400.      220,600.      MT  (+/- 180 meters Scaled)
 BH1320
 BH1320                          SUPERSEDED SURVEY CONTROL
 BH1320
 BH1320  NGVD 29 (??/??/??)   40.947  (m)          134.34   (f) ADJUSTED    2 0
 BH1320
 BH1320.Superseded values are not recommended for survey control.
 BH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1320.See file dsdata.txt to determine how the superseded data were derived.
 BH1320
 BH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV451104(NAD 83)
 BH1320_MARKER: DB = BENCH MARK DISK
 BH1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1320_STAMPING: H 138 1947
 BH1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1320+STABILITY: SURFACE MOTION
 BH1320
 BH1320  HISTORY     - Date     Condition        Report By
 BH1320  HISTORY     - 1947     MONUMENTED       CGS
 BH1320  HISTORY     - 1971     GOOD             MSHD
 BH1320  HISTORY     - 20080408 POOR             MSHD
 BH1320
 BH1320                          STATION DESCRIPTION
 BH1320
 BH1320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1320'8.2 MI SW FROM POPLARVILLE.
 BH1320'THE MARK IS LOCATED 8.2 MILES SOUTHWEST OF POPLARVILLE ON THE SOUTH
 BH1320'SIDE OF A FORK NEAR THE CENTER OF THE EAST SIDE OF SECTION 11, T3S,
 BH1320'R17W.  IT IS 35 FEET SOUTH OF THE CENTER OF THE FORK, 43 FEET WEST OF
 BH1320'THE CENTER OF A DRIVEWAY LEADING TO A METAL BARN, 19.5 FEET NORTH OF
 BH1320'THE NORTHEAST CORNER OF THE BARN, 1.5 FEET NORTH OF A FENCE, 1 FOOT
 BH1320'SOUTH OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 6-INCH
 BH1320'SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 6 INCHES.
 BH1320'TO REACH THE MARK FROM THE PEARL RIVER COUNTY COURTHOUSE IN
 BH1320'POPLARVILLE GO NORTH ON STATE HIGHWAY 26 FOR 1/2 BLOCK TO A TRAFFIC
 BH1320'LIGHT.  TURN LEFT AND CONTINUE WEST ON STATE HIGHWAY 26 FOR 0.4 MILE
 BH1320'TO THE INTERSECTION OF U.S. HIGHWAY 11.  CONTINUE WEST ON STATE
 BH1320'HIGHWAY 26 FOR 7.9 MILES TO AN ANGLING SIDE ROAD RIGHT, JUST BEYOND A
 BH1320'CROSSROAD.  TURN RIGHT AND CONTINUE WEST ON A BLACK TOP ROAD FOR 0.35
 BH1320'MILE TO A FORK AND, THE MARK IS ON THE LEFT.
 BH1320
 BH1320                          STATION RECOVERY (2008)
 BH1320
 BH1320'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BH1320'MARK IS LEANING TO THE N.W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1276 ***********************************************************************
 BH1276  DESIGNATION -  H 139
 BH1276  PID         -  BH1276
 BH1276  STATE/COUNTY-  MS/PEARL RIVER
 BH1276  USGS QUAD   -  PICAYUNE (1985)
 BH1276
 BH1276                         *CURRENT SURVEY CONTROL
 BH1276  ___________________________________________________________________
 BH1276* NAD 83(1986)-  30 33 46.     (N)    089 42 33.     (W)     SCALED    
 BH1276* NAVD 88     -        19.90   (+/-2cm)      65.3    (feet)  VERTCON   
 BH1276  ___________________________________________________________________
 BH1276  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BH1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1276
 BH1276.The horizontal coordinates were scaled from a topographic map and have
 BH1276.an estimated accuracy of +/- 6 seconds.
 BH1276
 BH1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1276.The vertical order pertains to the NGVD 29 superseded value.
 BH1276
 BH1276.The geoid height was determined by GEOID03.
 BH1276
 BH1276;                    North         East    Units  Estimated Accuracy
 BH1276;SPC MS E     -   118,130.      215,980.      MT  (+/- 180 meters Scaled)
 BH1276
 BH1276                          SUPERSEDED SURVEY CONTROL
 BH1276
 BH1276  NGVD 29 (??/??/??)   19.988  (m)           65.58   (f) ADJUSTED    2 0
 BH1276
 BH1276.Superseded values are not recommended for survey control.
 BH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1276.See file dsdata.txt to determine how the superseded data were derived.
 BH1276
 BH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU401842(NAD 83)
 BH1276_MARKER: DB = BENCH MARK DISK
 BH1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1276_STAMPING: H 139 1943
 BH1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1276+STABILITY: SURFACE MOTION
 BH1276
 BH1276  HISTORY     - Date     Condition        Report By
 BH1276  HISTORY     - 1943     MONUMENTED       CGS
 BH1276  HISTORY     - 1970     GOOD             MSHD
 BH1276  HISTORY     - 1972     GOOD             NGS
 BH1276  HISTORY     - 19831223 POOR             USPSQD
 BH1276
 BH1276                          STATION DESCRIPTION
 BH1276
 BH1276'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BH1276'3.1 MI NW FROM PICAYUNE.
 BH1276'THE MARK IS LOCATED 3.1 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BH1276'PICAYUNE NEAR THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 43.  IT IS 33.5
 BH1276'FEET SOUTH OF THE CENTER OF HIGHWAY 43, 85 FEET WEST OF THE WEST
 BH1276'PILLAR OF THE PORCH OF THE ABANDONED STORE, 60 FEET WEST OF THE CENTER
 BH1276'OF A DRIVEWAY, 34 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BH1276'ABANDONED STORE, 77.5 FEET NORTHEAST OF A FENCE CORNER, 96 FEET
 BH1276'WEST-SOUTHWEST OF THE WEST ONE OF TWO GAS METERS, SET IN THE TOP OF A
 BH1276'6 INCH SQUARE CONCRETE POST, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS
 BH1276'3 INCHES.  TO REACH FROM THE LUCIUS OLEN CROSBY MEMORIAL HOSPITAL IN
 BH1276'PICAYUNE GO WEST ON GOODYEAR BOULEVARD (STATE HIGHWAY 43) FOR 0.7 MILE
 BH1276'TO A T INTERSECTION.  TURN RIGHT (NORTH) AND CONTINUE ON STATE HIGHWAY
 BH1276'43 FOR 1.8 MILES TO THE JUNCTION OF NEW HIGHWAY 43. CONTINUE WEST ON
 BH1276'STATE HIGHWAY 43 FOR 0.4 MILE TO AN ABANDONED STORE AND THE MARK ON
 BH1276'THE LEFT.
 BH1276
 BH1276                          STATION RECOVERY (1972)
 BH1276
 BH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH1276'RECOVERED IN GOOD CONDITION.
 BH1276
 BH1276                          STATION RECOVERY (1983)
 BH1276
 BH1276'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLK)
 BH1276'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0136 ***********************************************************************
 EG0136  DESIGNATION -  H 139 USE
 EG0136  PID         -  EG0136
 EG0136  STATE/COUNTY-  MS/PRENTISS
 EG0136  USGS QUAD   -  MARIETTA (1979)
 EG0136
 EG0136                         *CURRENT SURVEY CONTROL
 EG0136  ___________________________________________________________________
 EG0136* NAD 83(1986)-  34 32 05.     (N)    088 23 52.     (W)     SCALED    
 EG0136* NAVD 88     -       105.339  (meters)     345.60   (feet)  ADJUSTED  
 EG0136  ___________________________________________________________________
 EG0136  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0136  DYNAMIC HT  -         105.237 (meters)     345.27  (feet)  COMP
 EG0136  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 EG0136
 EG0136  VERT ORDER  -  SECOND    CLASS 0
 EG0136
 EG0136.The horizontal coordinates were scaled from a topographic map and have
 EG0136.an estimated accuracy of +/- 6 seconds.
 EG0136
 EG0136.The orthometric height was determined by differential leveling
 EG0136.and adjusted in June 1991.
 EG0136
 EG0136.The geoid height was determined by GEOID03.
 EG0136
 EG0136.The dynamic height is computed by dividing the NAVD 88
 EG0136.geopotential number by the normal gravity value computed on the
 EG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0136.degrees latitude (g = 980.6199 gals.).
 EG0136
 EG0136.The modeled gravity was interpolated from observed gravity values.
 EG0136
 EG0136;                    North         East    Units  Estimated Accuracy
 EG0136;SPC MS E     -   558,350.      339,980.      MT  (+/- 180 meters Scaled)
 EG0136
 EG0136                          SUPERSEDED SURVEY CONTROL
 EG0136
 EG0136  NGVD 29 (??/??/92)  105.303  (m)          345.48   (f) ADJ UNCH    2 0
 EG0136
 EG0136.Superseded values are not recommended for survey control.
 EG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0136.See file dsdata.txt to determine how the superseded data were derived.
 EG0136
 EG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD717223(NAD 83)
 EG0136_MARKER: DD = SURVEY DISK
 EG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0136_STAMPING: H 139 1937
 EG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0136+STABILITY: SURFACE MOTION
 EG0136
 EG0136  HISTORY     - Date     Condition        Report By
 EG0136  HISTORY     - 1937     MONUMENTED       DOD
 EG0136  HISTORY     - 1944     GOOD             NGS
 EG0136
 EG0136                          STATION DESCRIPTION
 EG0136
 EG0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EG0136'2.5 MI E FROM NEW SITE.
 EG0136'ABOUT 2.5 MILES EASTERLY ALONG A GRAVELED ROAD FROM THE CONSOLIDATED
 EG0136'SCHOOL AT NEW SITE, ABOUT 75.0 FEET NORTHWEST OF THE CENTER LINE OF A
 EG0136'T ROAD INTERSECTION, 27.5 FEET SOUTHWEST OF AND ABOUT 2 FEET ABOVE THE
 EG0136'CENTER LINE OF THE ROAD, 19.5 FEET NORTH WEST OF THE CENTER OF A GATE,
 EG0136'4.0 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, AND 1.9 FEET NORTHWEST OF
 EG0136'A 4 BY 4-INCH WOODEN REFERENCE POST.  MONUMENT PROJECTS ABOUT
 EG0136'0.3-FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0137 ***********************************************************************
 EG0137  DESIGNATION -  H 139 USE RESET 1958
 EG0137  PID         -  EG0137
 EG0137  STATE/COUNTY-  MS/PRENTISS
 EG0137  USGS QUAD   -  MARIETTA (1979)
 EG0137
 EG0137                         *CURRENT SURVEY CONTROL
 EG0137  ___________________________________________________________________
 EG0137* NAD 83(1986)-  34 32 05.     (N)    088 23 52.     (W)     SCALED    
 EG0137* NAVD 88     -       105.267  (meters)     345.36   (feet)  ADJUSTED  
 EG0137  ___________________________________________________________________
 EG0137  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0137  DYNAMIC HT  -         105.165 (meters)     345.03  (feet)  COMP
 EG0137  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 EG0137
 EG0137  VERT ORDER  -  FIRST     CLASS II
 EG0137
 EG0137.The horizontal coordinates were scaled from a topographic map and have
 EG0137.an estimated accuracy of +/- 6 seconds.
 EG0137
 EG0137.The orthometric height was determined by differential leveling
 EG0137.and adjusted in June 1991.
 EG0137
 EG0137.The geoid height was determined by GEOID03.
 EG0137
 EG0137.The dynamic height is computed by dividing the NAVD 88
 EG0137.geopotential number by the normal gravity value computed on the
 EG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0137.degrees latitude (g = 980.6199 gals.).
 EG0137
 EG0137.The modeled gravity was interpolated from observed gravity values.
 EG0137
 EG0137;                    North         East    Units  Estimated Accuracy
 EG0137;SPC MS E     -   558,350.      339,980.      MT  (+/- 180 meters Scaled)
 EG0137
 EG0137                          SUPERSEDED SURVEY CONTROL
 EG0137
 EG0137  NGVD 29 (??/??/92)  105.200  (m)          345.14   (f) ADJ UNCH    1 2
 EG0137
 EG0137.Superseded values are not recommended for survey control.
 EG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0137.See file dsdata.txt to determine how the superseded data were derived.
 EG0137
 EG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD717223(NAD 83)
 EG0137_MARKER: DB = BENCH MARK DISK
 EG0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0137_STAMPING: H 139 RESET 1958
 EG0137_MARK LOGO: USE   
 EG0137_PROJECTION: FLUSH
 EG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0137+STABILITY: SURFACE MOTION
 EG0137
 EG0137  HISTORY     - Date     Condition        Report By
 EG0137  HISTORY     - 1958     MONUMENTED       CGS
 EG0137  HISTORY     - 1979     GOOD             MSHD
 EG0137  HISTORY     - 1985     GOOD             NGS
 EG0137
 EG0137                          STATION DESCRIPTION
 EG0137
 EG0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EG0137'2.5 MI E FROM NEW SITE.
 EG0137'2.5 MILES EAST ALONG STATE HIGHWAY 4 FROM THE CONSOLIDATED SCHOOL AT
 EG0137'NEW SITE, 100 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4 AND
 EG0137'OPPOSITE A SIDE ROAD LEADING SOUTH, 87 FEET SOUTHWEST OF THE SOUTHWEST
 EG0137'CORNER OF A HOUSE OWNED BY SETH POUND, 19 FEET WEST OF A FORKED PINE
 EG0137'TREE, 106 FEET SOUTH-SOUTHWEST OF THE CENTER OF A WALL, AND SET IN THE
 EG0137'TOP OF A CONCRETE POST (12-INCH ROUND) PROJECTING 6 INCHES.
 EG0137
 EG0137                          STATION RECOVERY (1979)
 EG0137
 EG0137'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0137'THE MARK IS LOCATED 1.8 MILES SOUTHEAST OF NEW SITE NEAR THE
 EG0137'NORTHEAST RIGHT OF WAY OF STATE HIGHWAY 4, 4.3 MILES SOUTHEAST OF
 EG0137'HOBO STATION IN THE NORTHWEST 1/4 OF SECTION 30, T 6S, R 9E. IT IS 99
 EG0137'FEET NORTHEAST OF THE CENTER OF HIGHWAY 4, 88 FEET EAST OF A
 EG0137'TELEPHONE POLE, 86.5 FEET WEST OF THE WEST CORNER OF THE PORCH OF A
 EG0137'FRAME HOUSE, 69 FEET SOUTHWEST OF A 24 INCH OAK, 37 FEET NORTHWEST OF
 EG0137'THE CENTER OF A DRIVEWAY, 20 FEET SOUTHWEST OF THE CENTER OF A DIM
 EG0137'ROAD, 18 FEET WEST-NORTHWEST OF A 15 INCH TWIN PINE, 1 FOOT SOUTHEAST
 EG0137'OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 EG0137'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH
 EG0137'FROM THE JUNCTION OF STATE HIGHWAY 4 AND STATE HIGHWAY 371 AT HOBO
 EG0137'STATION GO EAST ON STATE HIGHWAY 4 FOR 3 MILES TO THE NEW SITE
 EG0137'SCHOOL. CONTINUE SOUTHEAST ON STATE HIGHWAY 4 FOR 2.45 MILES TO THE
 EG0137'MARK ON THE LEFT JUST BEFORE REACHING A SIDE ROAD RIGHT.
 EG0137
 EG0137                          STATION RECOVERY (1985)
 EG0137
 EG0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG0137'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM (2.4
 EG0137'MI) EAST ALONG STATE HIGHWAY 4 FROM THE NEW SITE HIGH SCHOOL IN NEW
 EG0137'SITE TO THE MARK ON THE LEFT, NORTH-NORTHWEST AND ACROSS THE HIGHWAY
 EG0137'FROM THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST.
 EG0137'30.17 METERS (99.0 FT) NORTHEAST OF THE CENTER LINE OF STATE
 EG0137'HIGHWAY 4, 5.80 METERS (19.0 FT) WEST OF A 24-INCH PINE TREE AND
 EG0137'12.19 METERS (40.0 FT) NORTHWEST OF TRAIL ROAD LEADING NORTHWEST.
 EG0137'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 EG0137'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0361 ***********************************************************************
 BV0361  DESIGNATION -  H 14
 BV0361  PID         -  BV0361
 BV0361  STATE/COUNTY-  MS/WAYNE
 BV0361  USGS QUAD   -  WATER OAK (1964)
 BV0361
 BV0361                         *CURRENT SURVEY CONTROL
 BV0361  ___________________________________________________________________
 BV0361* NAD 83(1986)-  31 32 40.     (N)    088 45 31.     (W)     SCALED    
 BV0361* NAVD 88     -       104.78   (+/-2cm)     343.8    (feet)  VERTCON   
 BV0361  ___________________________________________________________________
 BV0361  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BV0361  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0361
 BV0361.The horizontal coordinates were scaled from a topographic map and have
 BV0361.an estimated accuracy of +/- 6 seconds.
 BV0361
 BV0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0361.The vertical order pertains to the NGVD 29 superseded value.
 BV0361
 BV0361.The geoid height was determined by GEOID03.
 BV0361
 BV0361;                    North         East    Units  Estimated Accuracy
 BV0361;SPC MS E     -   226,640.      307,100.      MT  (+/- 180 meters Scaled)
 BV0361
 BV0361                          SUPERSEDED SURVEY CONTROL
 BV0361
 BV0361  NGVD 29 (??/??/92)  104.769  (m)          343.73   (f) ADJ UNCH    1 2
 BV0361
 BV0361.Superseded values are not recommended for survey control.
 BV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0361.See file dsdata.txt to determine how the superseded data were derived.
 BV0361
 BV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV330912(NAD 83)
 BV0361_MARKER: DB = BENCH MARK DISK
 BV0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0361_SP_SET: CONCRETE POST
 BV0361_STAMPING: H 14 1934
 BV0361_MARK LOGO: CGS   
 BV0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0361+STABILITY: SURFACE MOTION
 BV0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0361+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0361
 BV0361  HISTORY     - Date     Condition        Report By
 BV0361  HISTORY     - 1934     MONUMENTED       CGS
 BV0361  HISTORY     - 1957     GOOD             NGS
 BV0361  HISTORY     - 19910729 GOOD             MSHD
 BV0361  HISTORY     - 20000301 GOOD             MSHD
 BV0361
 BV0361                          STATION DESCRIPTION
 BV0361
 BV0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0361'5.15 MI SW FROM CLARA.
 BV0361'LOCATED 0.35 MILE SOUTHWEST ALONG OLD STATE HIGHWAY 63 FROM THE HIGH
 BV0361'SCHOOL IN CLARA, THENCE WEST ALONG NEW STATE HIGHWAY 63 FOR 4.7 MILES
 BV0361'TO A FORK, THENCE LEFT, SOUTH FOR 0.1 MILE TO THE MARK ON THE LEFT
 BV0361'JUST BEFORE REACHING A SIDE ROAD LEADING EAST.  IT IS 50 PACES
 BV0361'NORTHWEST OF THE NORTH FORK OF THE SIDE ROAD LEADING EAST, 25 FEET
 BV0361'NORTHEAST OF THE CENTER OF THE HIGHWAY, 52 FEET EAST-NORTHEAST OF A
 BV0361'FENCE CORNER OF THE NORTHWEST SIDE OF THE HIGHWAY, 24 FEET SOUTHWEST
 BV0361'OF A PRIVATE DRIVE LEADING TO THE OLD SCHOOL GROUND.  IT IS A STANDARD
 BV0361'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2
 BV0361'FEET ABOVE THE LEVEL OF THE ROAD.
 BV0361
 BV0361                          STATION RECOVERY (1991)
 BV0361
 BV0361'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0361'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHWEST OF CLARA, ON THE
 BV0361'NORTHEAST R.O.W. OF PLESANT RIDGE ROAD, AT THE EDGE OF A YARD OF A
 BV0361'WHITE BRICK HOUSE, 0.1 MI (0.2 KM) EAST OF THE COMMUNITY OF WATER OAK
 BV0361'AND IS IN SECTION 26, T 7N, R 8W.
 BV0361'TO REACH FROM THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY
 BV0361'63 FOR 5.05 MI (8.13 KM) TO A SIDE ROAD LEFT JUST BEYOND A FORK, TURN
 BV0361'LEFT AND GO SOUTHEAST ON A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO THE
 BV0361'MARK ON THE LEFT JUST BEFORE REACHING A FORK.
 BV0361'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0361'ABOUT 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE ROAD, PROJECTING 5
 BV0361'INCHES, 157.5 FT (48.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BV0361'THE RED BRICK HOUSE, 121.0 FT (36.9 M) SOUTHWEST OF A 36 INCH OAK,
 BV0361'100.5 FT (30.6 M) EAST OF A POWER POLE WITH A GUY WIRE, 50.0 FT
 BV0361'(15.2 M) NOFTHWEST OF THE CENTER OF A GAVEL DRIVEWAY, 35.0 FT
 BV0361'(10.7 M) WEST OF A WATER METER, AND 25.0 FT (7.6 M) NORTHWEST OF THE
 BV0361'CENTER OF A GRAVEL ROAD.
 BV0361
 BV0361                          STATION RECOVERY (2000)
 BV0361
 BV0361'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0361'RECOVERED AS DESCRIBED.  ROAD LEFT IS PLEASANT RIDGE RD.  AND IS NOW
 BV0361'PAVED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1302 ***********************************************************************
 BH1302  DESIGNATION -  H 140
 BH1302  PID         -  BH1302
 BH1302  STATE/COUNTY-  MS/PEARL RIVER
 BH1302  USGS QUAD   -  FORDS CREEK (1986)
 BH1302
 BH1302                         *CURRENT SURVEY CONTROL
 BH1302  ___________________________________________________________________
 BH1302* NAD 83(1986)-  30 53 26.     (N)    089 43 47.     (W)     SCALED    
 BH1302* NAVD 88     -        42.12   (+/-2cm)     138.2    (feet)  VERTCON   
 BH1302  ___________________________________________________________________
 BH1302  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BH1302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1302
 BH1302.The horizontal coordinates were scaled from a topographic map and have
 BH1302.an estimated accuracy of +/- 6 seconds.
 BH1302
 BH1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1302.The vertical order pertains to the NGVD 29 superseded value.
 BH1302
 BH1302.The geoid height was determined by GEOID03.
 BH1302
 BH1302;                    North         East    Units  Estimated Accuracy
 BH1302;SPC MS E     -   154,490.      214,300.      MT  (+/- 180 meters Scaled)
 BH1302
 BH1302                          SUPERSEDED SURVEY CONTROL
 BH1302
 BH1302  NGVD 29 (??/??/??)   42.187  (m)          138.41   (f) ADJUSTED    2 0
 BH1302
 BH1302.Superseded values are not recommended for survey control.
 BH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1302.See file dsdata.txt to determine how the superseded data were derived.
 BH1302
 BH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV390206(NAD 83)
 BH1302_MARKER: DB = BENCH MARK DISK
 BH1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1302+STABILITY: SURFACE MOTION
 BH1302
 BH1302  HISTORY     - Date     Condition        Report By
 BH1302  HISTORY     - UNK      MONUMENTED       CGS
 BH1302  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH1302  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH1302
 BH1302                          STATION DESCRIPTION
 BH1302
 BH1302'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1302'30 MI NW FROM PICAYUNE.
 BH1302'THE MARK IS LOCATED-- 30 MILES NW ALONG STATE HWY. 43 AND THE RIVER
 BH1302'RD. FROM THE SOUTHERN RAILROAD STATION IN PICAYUNE, 8.1 MILES N OF THE
 BH1302'JUNCTION OF STATE HWY. 43 AND 26, SET IN THE NW CORNER OF A HOG PEN ON
 BH1302'J.P. STEWARTS FARM, 39.7 FT. SE OF THE CENTER OF THE MAIN ROAD, 20 FT.
 BH1302'S OF THE CENTER OF A RD. LEADING E, 7 FT. S OF THE NW CORNER POST AND
 BH1302'1.2 FT. W OF A NS FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF
 BH1302'A 6 INCH SQUARE CONCRETE POST LINE.
 BH1302
 BH1302                          STATION RECOVERY (1979)
 BH1302
 BH1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BH1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0687 ***********************************************************************
 BH0687  DESIGNATION -  H 141
 BH0687  PID         -  BH0687
 BH0687  STATE/COUNTY-  MS/PERRY
 BH0687  USGS QUAD   -  BOND POND (1983)
 BH0687
 BH0687                         *CURRENT SURVEY CONTROL
 BH0687  ___________________________________________________________________
 BH0687* NAD 83(1986)-  30 57 26.     (N)    089 03 19.     (W)     SCALED    
 BH0687* NAVD 88     -        68.69   (+/-2cm)     225.4    (feet)  VERTCON   
 BH0687  ___________________________________________________________________
 BH0687  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0687
 BH0687.The horizontal coordinates were scaled from a topographic map and have
 BH0687.an estimated accuracy of +/- 6 seconds.
 BH0687
 BH0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0687.The vertical order pertains to the NGVD 29 superseded value.
 BH0687
 BH0687.The geoid height was determined by GEOID03.
 BH0687
 BH0687;                    North         East    Units  Estimated Accuracy
 BH0687;SPC MS E     -   161,560.      278,800.      MT  (+/- 180 meters Scaled)
 BH0687
 BH0687                          SUPERSEDED SURVEY CONTROL
 BH0687
 BH0687  NGVD 29 (??/??/??)   68.699  (m)          225.39   (f) ADJUSTED    2 0
 BH0687
 BH0687.Superseded values are not recommended for survey control.
 BH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0687.See file dsdata.txt to determine how the superseded data were derived.
 BH0687
 BH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV036266(NAD 83)
 BH0687_MARKER: DB = BENCH MARK DISK
 BH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0687_STAMPING: H 141 1943
 BH0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0687+STABILITY: SURFACE MOTION
 BH0687
 BH0687  HISTORY     - Date     Condition        Report By
 BH0687  HISTORY     - 1943     MONUMENTED       CGS
 BH0687  HISTORY     - 1958     GOOD             CGS
 BH0687  HISTORY     - 1964     GOOD             CGS
 BH0687
 BH0687                          STATION DESCRIPTION
 BH0687
 BH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0687'10.2 MI N FROM WIGGINS.
 BH0687'LOCATED 10.2 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0687'IN WIGGINS AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 34 FEET
 BH0687'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF THE
 BH0687'FENCE CORNER AT THE SOUTHWEST CORNER OF THE FIELD AND 60 FEET
 BH0687'NORTHWEST OF AN 8-INCH SCRUB OAK TREE.  IT IS A STANDARD DISK SET IN
 BH0687'THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST FLUSH WITH THE GROUND
 BH0687'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 BH0687
 BH0687                          STATION RECOVERY (1964)
 BH0687
 BH0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0688 ***********************************************************************
 BH0688  DESIGNATION -  H 141 RESET 1963
 BH0688  PID         -  BH0688
 BH0688  STATE/COUNTY-  MS/PERRY
 BH0688  USGS QUAD   -  BOND POND (1983)
 BH0688
 BH0688                         *CURRENT SURVEY CONTROL
 BH0688  ___________________________________________________________________
 BH0688* NAD 83(1986)-  30 57 26.     (N)    089 03 19.     (W)     SCALED    
 BH0688* NAVD 88     -        68.38   (+/-2cm)     224.3    (feet)  VERTCON   
 BH0688  ___________________________________________________________________
 BH0688  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH0688  VERT ORDER  -  THIRD (See Below)
 BH0688
 BH0688.The horizontal coordinates were scaled from a topographic map and have
 BH0688.an estimated accuracy of +/- 6 seconds.
 BH0688
 BH0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0688.The vertical order pertains to the NGVD 29 superseded value.
 BH0688
 BH0688.The geoid height was determined by GEOID03.
 BH0688
 BH0688;                    North         East    Units  Estimated Accuracy
 BH0688;SPC MS E     -   161,560.      278,800.      MT  (+/- 180 meters Scaled)
 BH0688
 BH0688                          SUPERSEDED SURVEY CONTROL
 BH0688
 BH0688  NGVD 29 (??/??/??)   68.38   (m)          224.3    (f) RESET       3  
 BH0688
 BH0688.Superseded values are not recommended for survey control.
 BH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0688.See file dsdata.txt to determine how the superseded data were derived.
 BH0688
 BH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV036266(NAD 83)
 BH0688_MARKER: DB = BENCH MARK DISK
 BH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0688_STAMPING: H 141 RESET 1963
 BH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0688+STABILITY: SURFACE MOTION
 BH0688
 BH0688  HISTORY     - Date     Condition        Report By
 BH0688  HISTORY     - 1963     MONUMENTED       CGS
 BH0688  HISTORY     - 1964     GOOD             CGS
 BH0688
 BH0688                          STATION DESCRIPTION
 BH0688
 BH0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BH0688'10.2 MI N FROM WIGGINS.
 BH0688'THIS MARK IS LOCATED 10.2 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE
 BH0688'POST OFFICE AT WIGGINS, 55 FEET EAST OF THE CENTER OF THE HIGHWAY, 5
 BH0688'FEET EAST OF A FENCE CORNER, 5 FEET WEST OF AN 8-INCH PINE TREE IN THE
 BH0688'FENCE LINE, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT EAST OF A METAL
 BH0688'WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BH0688'PROJECTING 6 INCHES.
 BH0688
 BH0688                          STATION RECOVERY (1964)
 BH0688
 BH0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0760 ***********************************************************************
 BV0760  DESIGNATION -  H 142
 BV0760  PID         -  BV0760
 BV0760  STATE/COUNTY-  MS/PERRY
 BV0760  USGS QUAD   -  JANICE (1983)
 BV0760
 BV0760                         *CURRENT SURVEY CONTROL
 BV0760  ___________________________________________________________________
 BV0760* NAD 83(1986)-  31 02 26.     (N)    089 05 32.     (W)     SCALED    
 BV0760* NAVD 88     -        41.48   (+/-2cm)     136.1    (feet)  VERTCON   
 BV0760  ___________________________________________________________________
 BV0760  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BV0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0760
 BV0760.The horizontal coordinates were scaled from a topographic map and have
 BV0760.an estimated accuracy of +/- 6 seconds.
 BV0760
 BV0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0760.The vertical order pertains to the NGVD 29 superseded value.
 BV0760
 BV0760.The geoid height was determined by GEOID03.
 BV0760
 BV0760;                    North         East    Units  Estimated Accuracy
 BV0760;SPC MS E     -   170,800.      275,290.      MT  (+/- 180 meters Scaled)
 BV0760
 BV0760                          SUPERSEDED SURVEY CONTROL
 BV0760
 BV0760  NGVD 29 (??/??/92)   41.50   (m)          136.2    (f) COMPUTED    2 0
 BV0760
 BV0760.Superseded values are not recommended for survey control.
 BV0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0760.See file dsdata.txt to determine how the superseded data were derived.
 BV0760
 BV0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV003359(NAD 83)
 BV0760_MARKER: DB = BENCH MARK DISK
 BV0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0760_STAMPING: H 142 1943
 BV0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0760+STABILITY: SURFACE MOTION
 BV0760
 BV0760  HISTORY     - Date     Condition        Report By
 BV0760  HISTORY     - 1943     MONUMENTED       CGS
 BV0760  HISTORY     - 1958     GOOD             NGS
 BV0760
 BV0760                          STATION DESCRIPTION
 BV0760
 BV0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BV0760'6.6 MI E FROM BROOKLYN.
 BV0760'LOCATED 6.6 MILES EAST ALONG THE BROOKLYN-MCLAIN ROAD FROM THE POST
 BV0760'OFFICE IN BROOKLYN, 0.05 MILE WEST OF A SIDE ROAD LEADING NORTHEAST,
 BV0760'30 FEET SOUTH OF THE CENTER OF THE ROAD, IN THE NORTHWEST CORNER OF
 BV0760'THE FRONT YARD OF AN ABANDONED FARM YARD, 35.5 FEET EAST-SOUTHEAST OF
 BV0760'AN 18-INCH PINE TREE, 19 FEET NORTHEAST OF A FENCE CORNER IN THE
 BV0760'NORTHEAST CORNER OF A CULTIVATED FIELD, AND 130 FEET WEST OF THE SOUTH
 BV0760'END OF A CONCRETE CULVERT UNDER THE ROAD.  IT IS A STANDARD DISK SET
 BV0760'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 BV0760'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0505 ***********************************************************************
 BH0505  DESIGNATION -  H 143
 BH0505  PID         -  BH0505
 BH0505  STATE/COUNTY-  MS/STONE
 BH0505  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0505
 BH0505                         *CURRENT SURVEY CONTROL
 BH0505  ___________________________________________________________________
 BH0505* NAD 83(1986)-  30 49 47.     (N)    088 55 20.     (W)     SCALED    
 BH0505* NAVD 88     -        59.45   (+/-2cm)     195.0    (feet)  VERTCON   
 BH0505  ___________________________________________________________________
 BH0505  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0505
 BH0505.The horizontal coordinates were scaled from a topographic map and have
 BH0505.an estimated accuracy of +/- 6 seconds.
 BH0505
 BH0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0505.The vertical order pertains to the NGVD 29 superseded value.
 BH0505
 BH0505.The geoid height was determined by GEOID03.
 BH0505
 BH0505;                    North         East    Units  Estimated Accuracy
 BH0505;SPC MS E     -   147,400.      291,500.      MT  (+/- 180 meters Scaled)
 BH0505
 BH0505                          SUPERSEDED SURVEY CONTROL
 BH0505
 BH0505  NGVD 29 (??/??/??)   59.450  (m)          195.05   (f) ADJUSTED    2 0
 BH0505
 BH0505.Superseded values are not recommended for survey control.
 BH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0505.See file dsdata.txt to determine how the superseded data were derived.
 BH0505
 BH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV161123(NAD 83)
 BH0505_MARKER: DB = BENCH MARK DISK
 BH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0505_STAMPING: H 143 1943
 BH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0505+STABILITY: SURFACE MOTION
 BH0505
 BH0505  HISTORY     - Date     Condition        Report By
 BH0505  HISTORY     - 1943     MONUMENTED       CGS
 BH0505  HISTORY     - 1971     GOOD             MSHD
 BH0505
 BH0505                          STATION DESCRIPTION
 BH0505
 BH0505'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0505'13.1 MI ESE FROM WIGGINS.
 BH0505'THE MARK IS LOCATED 13.1 MILES EAST-SOUTHEAST OF WIGGINS, 13.4 MILES
 BH0505'NORTHEAST OF PERKINSTON IN THE SOUTHEAST 1/4 OF SECTION 31, T 2S, R
 BH0505'9W.  IT IS 53 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 22 FEET
 BH0505'NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF A FRAME HOUSE, 37
 BH0505'FEET SOUTH-SOUTHWEST OF A 48 INCH OAK, 73 FEET WEST OF A 60 INCH OAK,
 BH0505'48 FEET SOUTHWEST OF A FENCE CORNER, 12.5 FEET NORTHWEST OF A 10 INCH
 BH0505'FUR, 76 FEET SOUTHEAST OF A 12 INCH TWIN LIVE OAK, 2 FEET NORTHWEST OF
 BH0505'A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF
 BH0505'A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 4
 BH0505'INCHES.  TO REACH FROM THE STONE JUNIOR HIGH SCHOOL, 0.5 MILES EAST OF
 BH0505'OLD U.S. HIGHWAY 49 IN WIGGINS GO EAST ON STATE HIGHWAY 26 FOR 8.3
 BH0505'MILES TO THE INTERSECTION OF STATE HIGHWAY 15. CONTINUE EAST ON STATE
 BH0505'HIGHWAY 26 FOR 3.3 MILES TO A CROSSROAD.  TURN RIGHT AND CONTINUE
 BH0505'SOUTH ON A GRAVELED ROAD FOR 2 MILES TO A SIDE ROAD RIGHT. CONTINUE
 BH0505'SOUTHEAST ON A GRAVELED ROAD FOR 0.4 MILES TO A LARGE ABANDONED FRAME
 BH0505'HOUSE AND THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1718 ***********************************************************************
 BH1718  DESIGNATION -  H 144 RESET 1972
 BH1718  PID         -  BH1718
 BH1718  STATE/COUNTY-  MS/HARRISON
 BH1718  USGS QUAD   -  AIREY (1982)
 BH1718
 BH1718                         *CURRENT SURVEY CONTROL
 BH1718  ___________________________________________________________________
 BH1718* NAD 83(1986)-  30 37 59.     (N)    089 00 10.     (W)     SCALED    
 BH1718* NAVD 88     -        29.89   (+/-2cm)      98.1    (feet)  VERTCON   
 BH1718  ___________________________________________________________________
 BH1718  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH1718  VERT ORDER  -  THIRD (See Below)
 BH1718
 BH1718.The horizontal coordinates were scaled from a topographic map and have
 BH1718.an estimated accuracy of +/- 6 seconds.
 BH1718
 BH1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1718.The vertical order pertains to the NGVD 29 superseded value.
 BH1718
 BH1718.The geoid height was determined by GEOID03.
 BH1718
 BH1718;                    North         East    Units  Estimated Accuracy
 BH1718;SPC MS E     -   125,610.      283,760.      MT  (+/- 180 meters Scaled)
 BH1718
 BH1718                          SUPERSEDED SURVEY CONTROL
 BH1718
 BH1718  NGVD 29 (??/??/??)   29.88   (m)           98.0    (f) RESET       3  
 BH1718
 BH1718.Superseded values are not recommended for survey control.
 BH1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1718.See file dsdata.txt to determine how the superseded data were derived.
 BH1718
 BH1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU080906(NAD 83)
 BH1718_MARKER: DB = BENCH MARK DISK
 BH1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1718_STAMPING: H 144 RESET 1972
 BH1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1718+STABILITY: SURFACE MOTION
 BH1718
 BH1718  HISTORY     - Date     Condition        Report By
 BH1718  HISTORY     - 1972     MONUMENTED       NGS
 BH1718
 BH1718                          STATION DESCRIPTION
 BH1718
 BH1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BH1718'8.1 MI E FROM SAUCIER.
 BH1718'LOCATED 8.1 MILES EAST OF SAUCIER, IN THE SOUTHWEST 1/4 OF SEC. 4 T
 BH1718'5 S., R 10 W., IN THE NORTHWEST ANGLE OF THE JUNCTION OF BETHEL ROAD
 BH1718'AND FOREST ROAD 402-E, 68 FEET NORTH OF THE CENTER OF BETHEL ROAD,
 BH1718'31 FEET WEST OF THE CENTERLINE OF THE FOREST ROAD, 402-E, 21 FEET
 BH1718'WEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 2 FEET NORTH OF A
 BH1718'FENCE LINE AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A BENCH
 BH1718'MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST, STAMPED
 BH1718''H 144 RESET 1972', PROJECTING 6 INCHES. TO REACH FROM THE JUNCTION
 BH1718'OF U.S. HIGHWAY 49 AND STATE HIGHWAY 67 JUST SOUTH OF THE SCHOOL IN
 BH1718'SAUCIER, GO EAST ON STATE HIGHWAY 67 FOR 5.0 MILE TO A CROSSROAD
 BH1718'WHERE STATE HIGHWAY 67 TURNS SOUTH, CONTINUE EAST ON BETHEL ROAD
 BH1718'AND GO 4.0 MILES TO THE JUNCTION WITH FOREST ROAD 402-E AND THE
 BH1718'MARK IN THE NORTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0569 ***********************************************************************
 BH0569  DESIGNATION -  H 145
 BH0569  PID         -  BH0569
 BH0569  STATE/COUNTY-  MS/HARRISON
 BH0569  USGS QUAD   -  WHITE PLAINS (1982)
 BH0569
 BH0569                         *CURRENT SURVEY CONTROL
 BH0569  ___________________________________________________________________
 BH0569* NAD 83(1986)-  30 32 43.     (N)    088 57 01.     (W)     SCALED    
 BH0569* NAVD 88     -        15.73   (+/-2cm)      51.6    (feet)  VERTCON   
 BH0569  ___________________________________________________________________
 BH0569  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0569
 BH0569.The horizontal coordinates were scaled from a topographic map and have
 BH0569.an estimated accuracy of +/- 6 seconds.
 BH0569
 BH0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0569.The vertical order pertains to the NGVD 29 superseded value.
 BH0569
 BH0569.The geoid height was determined by GEOID03.
 BH0569
 BH0569;                    North         East    Units  Estimated Accuracy
 BH0569;SPC MS E     -   115,870.      288,780.      MT  (+/- 180 meters Scaled)
 BH0569
 BH0569                          SUPERSEDED SURVEY CONTROL
 BH0569
 BH0569  NGVD 29 (??/??/??)   15.712  (m)           51.55   (f) ADJUSTED    2 0
 BH0569
 BH0569.Superseded values are not recommended for survey control.
 BH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0569.See file dsdata.txt to determine how the superseded data were derived.
 BH0569
 BH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU129808(NAD 83)
 BH0569_MARKER: DB = BENCH MARK DISK
 BH0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0569_STAMPING: H 145 1943
 BH0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0569+STABILITY: SURFACE MOTION
 BH0569
 BH0569  HISTORY     - Date     Condition        Report By
 BH0569  HISTORY     - 1943     MONUMENTED       CGS
 BH0569  HISTORY     - 1972     GOOD             MSHD
 BH0569
 BH0569                          STATION DESCRIPTION
 BH0569
 BH0569'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0569'10.7 MI NW FROM BILOXI.
 BH0569'THE MARK IS LOCATED 10.7 MILES NORTHWEST OF BILOXI ON THE GROUNDS OF
 BH0569'THE WHITE PLAINS METHODIST CHURCH, 12.8 MILES SOUTHEAST OF SAUCIER
 BH0569'ABOUT 100 YARDS EAST OF TUXACHANIE CREEK IN THE SOUTHWEST 1/4 OF
 BH0569'SECTION 1, T 6S, R 10W.  IT IS 39 FEET NORTH OF THE CENTER OF A
 BH0569'GRAVELED ROAD, 67 FEET WEST OF THE CENTER OF THE CHURCH DRIVEWAY, 120
 BH0569'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE CONCRETE BLOCK
 BH0569'CHURCH, 224 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BH0569'ABUTMENT OF A CONCRETE BRIDGE, 135.5 FEET NORTHWEST OF A UTILITY POLE
 BH0569'WITH A TRANSFORMER, 128 FEET NORTHWEST OF THE CENTER OF A JUNCTION, 1
 BH0569'FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE
 BH0569'CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4
 BH0569'INCHES.  NOTE-- TO REACH FROM THE BRIDGE OVER I-10 ABOUT 4 MILES NORTH
 BH0569'OF BILOXI GO NORTH ON STATE HIGHWAY 67 AND 15 FOR 1.5 MILES TO THE
 BH0569'JUNCTION OF STATE HIGHWAY 15.  CONTINUE WEST AND NORTHWEST ON STATE
 BH0569'HIGHWAY 67 FOR 5.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 BH0569'BLACK TOP ROAD FOR 0.9 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 BH0569'NORTH ON A GRAVELED ROAD FOR 1.9 MILES TO THE CHURCH AND THE MARK ON
 BH0569'THE LEFT JUST BEYOND A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0703 ***********************************************************************
 BV0703  DESIGNATION -  H 147
 BV0703  PID         -  BV0703
 BV0703  STATE/COUNTY-  MS/FORREST
 BV0703  USGS QUAD   -  ROCK HILL (1963)
 BV0703
 BV0703                         *CURRENT SURVEY CONTROL
 BV0703  ___________________________________________________________________
 BV0703* NAD 83(1986)-  31 06 07.     (N)    089 16 28.     (W)     SCALED    
 BV0703* NAVD 88     -        58.41   (+/-2cm)     191.6    (feet)  VERTCON   
 BV0703  ___________________________________________________________________
 BV0703  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BV0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0703
 BV0703.The horizontal coordinates were scaled from a topographic map and have
 BV0703.an estimated accuracy of +/- 6 seconds.
 BV0703
 BV0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0703.The vertical order pertains to the NGVD 29 superseded value.
 BV0703
 BV0703.The geoid height was determined by GEOID03.
 BV0703
 BV0703;                    North         East    Units  Estimated Accuracy
 BV0703;SPC MS E     -   177,660.      257,920.      MT  (+/- 180 meters Scaled)
 BV0703
 BV0703                          SUPERSEDED SURVEY CONTROL
 BV0703
 BV0703  NGVD 29 (??/??/92)   58.431  (m)          191.70   (f) ADJ UNCH    2 0
 BV0703
 BV0703.Superseded values are not recommended for survey control.
 BV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0703.See file dsdata.txt to determine how the superseded data were derived.
 BV0703
 BV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV830431(NAD 83)
 BV0703_MARKER: DB = BENCH MARK DISK
 BV0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0703_STAMPING: H 147 1943 (191.702)
 BV0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0703+STABILITY: SURFACE MOTION
 BV0703
 BV0703  HISTORY     - Date     Condition        Report By
 BV0703  HISTORY     - 1943     MONUMENTED       CGS
 BV0703  HISTORY     - 1956     GOOD             NGS
 BV0703  HISTORY     - 1964     GOOD             NGS
 BV0703
 BV0703                          STATION DESCRIPTION
 BV0703
 BV0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0703'6.6 MI NW FROM BROOKLYN.
 BV0703'LOCATED 6.6 MILES NORTHWEST ALONG THE BROOKLYN-PURVIS ROAD FROM THE
 BV0703'POST OFFICE IN BROOKLYN, AT THE EAST SIDE OF A CATTLE PEN, 29 FEET
 BV0703'WEST OF THE CENTER OF THE ROAD, 72 FEET SOUTH OF A PRIVATE ROAD
 BV0703'LEADING WEST, 3 FEET EAST OF THE EAST SIDE OF A CATTLE PEN, 37 FEET
 BV0703'NORTH OF A 36-INCH PINE TREE, AND 15 FEET SOUTH OF A DOUBLE GATE ON
 BV0703'THE EAST SIDE OF THE CATTLE PEN.  IT IS A STANDARD DISK, SET IN THE
 BV0703'TOP OF A PRECAST CONCRETE POST, PROJECTING 4 INCHES AND ABOUT LEVEL
 BV0703'WITH THE ROAD.  TO REACH THE MARK FROM THE POST OFFICE IN BROOKLYN, GO
 BV0703'WEST 1.0 MILE TO U.S. HIGHWAY 49, TURN RIGHT AND GO NORTH ON U.S.
 BV0703'HIGHWAY 49 FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO WEST FOR 2.9
 BV0703'MILES TO A FORK, TAKE LEFT FORK AND GO 1.5 MILES TO THE MARK ON THE
 BV0703'LEFT.
 BV0703
 BV0703                          STATION RECOVERY (1964)
 BV0703
 BV0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0679 ***********************************************************************
 BV0679  DESIGNATION -  H 148
 BV0679  PID         -  BV0679
 BV0679  STATE/COUNTY-  MS/LAMAR
 BV0679  USGS QUAD   -  LUMBERTON (1982)
 BV0679
 BV0679                         *CURRENT SURVEY CONTROL
 BV0679  ___________________________________________________________________
 BV0679* NAD 83(1986)-  31 06 38.     (N)    089 24 39.     (W)     SCALED    
 BV0679* NAVD 88     -        81.63   (+/-2cm)     267.8    (feet)  VERTCON   
 BV0679  ___________________________________________________________________
 BV0679  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0679
 BV0679.The horizontal coordinates were scaled from a topographic map and have
 BV0679.an estimated accuracy of +/- 6 seconds.
 BV0679
 BV0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0679.The vertical order pertains to the NGVD 29 superseded value.
 BV0679
 BV0679.The geoid height was determined by GEOID03.
 BV0679
 BV0679;                    North         East    Units  Estimated Accuracy
 BV0679;SPC MS E     -   178,680.      244,910.      MT  (+/- 180 meters Scaled)
 BV0679
 BV0679                          SUPERSEDED SURVEY CONTROL
 BV0679
 BV0679  NGVD 29 (??/??/92)   81.652  (m)          267.89   (f) ADJ UNCH    2 0
 BV0679
 BV0679.Superseded values are not recommended for survey control.
 BV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0679.See file dsdata.txt to determine how the superseded data were derived.
 BV0679
 BV0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV700443(NAD 83)
 BV0679_MARKER: DB = BENCH MARK DISK
 BV0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0679_SP_SET: BRIDGE ABUTMENT
 BV0679_STAMPING: H 148 1943 (267.887)
 BV0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0679
 BV0679  HISTORY     - Date     Condition        Report By
 BV0679  HISTORY     - 1943     MONUMENTED       CGS
 BV0679  HISTORY     - 1964     GOOD             MSHD
 BV0679
 BV0679                          STATION DESCRIPTION
 BV0679
 BV0679'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0679'2.25 MI S FROM PURVIS.
 BV0679'THE MARK IS LOCATED 2.25 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE
 BV0679'POST OFFICE IN PURVIS.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED
 BV0679'HOLE IN THE NORTHEAST ABUTMENT OF THE CONCRETE BRIDGE OVER U.S.
 BV0679'HIGHWAY 11, 15 FEET EAST OF THE CENTER OF THE HIGHWAY AND ABOUT LEVEL
 BV0679'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0690 ***********************************************************************
 BV0690  DESIGNATION -  H 149
 BV0690  PID         -  BV0690
 BV0690  STATE/COUNTY-  MS/FORREST
 BV0690  USGS QUAD   -  DIXIE (1982)
 BV0690
 BV0690                         *CURRENT SURVEY CONTROL
 BV0690  ___________________________________________________________________
 BV0690* NAD 83(1986)-  31 11 54.     (N)    089 19 32.     (W)     SCALED    
 BV0690* NAVD 88     -        98.72   (+/-2cm)     323.9    (feet)  VERTCON   
 BV0690  ___________________________________________________________________
 BV0690  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BV0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0690
 BV0690.The horizontal coordinates were scaled from a topographic map and have
 BV0690.an estimated accuracy of +/- 6 seconds.
 BV0690
 BV0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0690.The vertical order pertains to the NGVD 29 superseded value.
 BV0690
 BV0690.The geoid height was determined by GEOID03.
 BV0690
 BV0690;                    North         East    Units  Estimated Accuracy
 BV0690;SPC MS E     -   188,370.      253,090.      MT  (+/- 180 meters Scaled)
 BV0690
 BV0690                          SUPERSEDED SURVEY CONTROL
 BV0690
 BV0690  NGVD 29 (??/??/92)   98.736  (m)          323.94   (f) ADJ UNCH    2 0
 BV0690
 BV0690.Superseded values are not recommended for survey control.
 BV0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0690.See file dsdata.txt to determine how the superseded data were derived.
 BV0690
 BV0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV784539(NAD 83)
 BV0690_MARKER: DB = BENCH MARK DISK
 BV0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0690_STAMPING: H 149 1943 (323.936)
 BV0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0690+STABILITY: SURFACE MOTION
 BV0690
 BV0690  HISTORY     - Date     Condition        Report By
 BV0690  HISTORY     - 1943     MONUMENTED       CGS
 BV0690  HISTORY     - 1964     GOOD             MSHD
 BV0690
 BV0690                          STATION DESCRIPTION
 BV0690
 BV0690'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0690'6.5 MI NW FROM CAMP SHELBY.
 BV0690'TO REACH THE MARK FROM THE WEST ENTRANCE TO CAMP SHELBY ON U.S.
 BV0690'HIGHWAY 49 GO NORTH ON 49 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT, AND
 BV0690'GO WEST FOR 1.9 MILES TO A T INTERSECTION, TURN IGHT AND GO NORTH FOR
 BV0690'0.7 MILE TO A SIDE ROAD LEFT, JUST BEFORE REACHING THE DIXIE SCHOOL ON
 BV0690'THE RIGHT, TURN LEFT AND GO 0.7 MILE TO A T INTERSECTION, TURN LEFT,
 BV0690'SOUTH AND GO 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT WEST AND GO 0.2
 BV0690'MILE TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF A
 BV0690'6 INCH SQUARE, CONCRETE POST.  IT IS LOCATED ON THE PROPERTY OF A.M.
 BV0690'PARKER, 21 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 57 FEET EAST
 BV0690'OF THE DRIVEWAY TO A RED HOUSE, 66 FEET NORTH OF POWER POLE NO. A-401,
 BV0690'4.5 FEET EAST OF A FENCE CORNER, 35.5 FEET NORTH OF AND ACROSS THE
 BV0690'ROAD FROM A LIVE OAK TREE IN A FENCE LINE, 7 FEET SOUTH OF A PECAN
 BV0690'TREE, 12 FEET WEST OF A PECAN TREE, 1 FOOT SOUTH OF A METAL WITNESS
 BV0690'POST ABOUT LEVEL WITH THE ROAD AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0461 ***********************************************************************
 BH0461  DESIGNATION -  H 15
 BH0461  PID         -  BH0461
 BH0461  STATE/COUNTY-  MS/GEORGE
 BH0461  USGS QUAD   -  MERRILL (1982)
 BH0461
 BH0461                         *CURRENT SURVEY CONTROL
 BH0461  ___________________________________________________________________
 BH0461* NAD 83(1986)-  30 58 45.     (N)    088 43 09.     (W)     SCALED    
 BH0461* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 BH0461  ___________________________________________________________________
 BH0461  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0461
 BH0461.The horizontal coordinates were scaled from a topographic map and have
 BH0461.an estimated accuracy of +/- 6 seconds.
 BH0461
 BH0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0461.The vertical order pertains to the NGVD 29 superseded value.
 BH0461
 BH0461.The geoid height was determined by GEOID03.
 BH0461
 BH0461;                    North         East    Units  Estimated Accuracy
 BH0461;SPC MS E     -   163,970.      310,910.      MT  (+/- 180 meters Scaled)
 BH0461
 BH0461                          SUPERSEDED SURVEY CONTROL
 BH0461
 BH0461  NGVD 29 (??/??/??)   17.822  (m)           58.47   (f) ADJUSTED    2 0
 BH0461
 BH0461.Superseded values are not recommended for survey control.
 BH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0461.See file dsdata.txt to determine how the superseded data were derived.
 BH0461
 BH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV358285(NAD 83)
 BH0461_MARKER: DB = BENCH MARK DISK
 BH0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0461_STAMPING: H 15 1934
 BH0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0461+STABILITY: SURFACE MOTION
 BH0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0461+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 BH0461
 BH0461  HISTORY     - Date     Condition        Report By
 BH0461  HISTORY     - 1934     MONUMENTED       CGS
 BH0461  HISTORY     - 1971     GOOD             MSHD
 BH0461  HISTORY     - 20080201 GOOD             MSDOT
 BH0461  HISTORY     - 20080418 GOOD             MSDOT
 BH0461
 BH0461                          STATION DESCRIPTION
 BH0461
 BH0461'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0461'8.6 MI NW FROM LUCEDALE.
 BH0461'THE MARK IS LOCATED 8.6 MILES NORTHWEST OF LUCEDALE IN THE NORTHEAST
 BH0461'ANGLE OF THE CROSSING OF THE GM AND O RAILROAD TRACK WITH A GRAVEL
 BH0461'ROAD IN MERRILL.  IT IS 32.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 BH0461'TRACK, 17.5 FEET NORTH OF THE NORTH RAIL OF THE SIDE TRACK, 57 FEET
 BH0461'NORTHEAST OF THE CENTER OF THE CROSSING, 38 FEET EAST OF THE CENTER OF
 BH0461'THE GRAVEL ROAD, 67 FEET NORTH OF POLE NO. 1290, 2 FEET WEST OF A
 BH0461'TELEPHONE POLE WITH A GUY WIRE, 60 FEET SOUTHEAST OF A RAILROAD STOP
 BH0461'SIGN, 1 FOOT EAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 BH0461'9-INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK
 BH0461'AND IS 3 INCHES BELOW THE GROUND.  TO REACH THE MARK FROM THE U.S.
 BH0461'POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98 FOR 6.2 MILES TO A
 BH0461'CROSSROAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 0.55 MILE TO A
 BH0461'CHURCH AND A CEMETERY ON THE RIGHT AND AN ANGLING SIDE ROAD ON THE
 BH0461'LEFT.  TURN LEFT AND CONTINUE NORTHWEST ON A GRAVEL ROAD FOR 1.7 MILES
 BH0461'TO A SIDE ROAD RIGHT.  CONTINUE WEST ON A GRAVEL ROAD FOR 2.3 MILES TO
 BH0461'THE CROSSING OF THE GM AND O RAILROAD TRACK AND THE MARK ON THE LEFT
 BH0461'JUST BEYOND A SIDE ROAD RIGHT.
 BH0461
 BH0461                          STATION RECOVERY (2008)
 BH0461
 BH0461'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BH0461'RECOVERED IN GOOD CONDITION.
 BH0461
 BH0461                          STATION RECOVERY (2008)
 BH0461
 BH0461'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BH0461'A NEW TO REACH IS AS FOLLOWS. TRAVEL WEST ON U.S. HWY. 98 FROM THE
 BH0461'U.S. HWY. 63 AND U.S. HWY. 98 INTERCHANGE, NORTHWEST OF LUCEDALE, FOR
 BH0461'3.5 MILES TO THE HOLMES MISSIONARY BAPTIST CHURCH ON THE RIGHT AND
 BH0461'MERRILL ROAD ON THE LEFT, TURN LEFT ON MERRILL ROAD AND TRAVEL
 BH0461'WEST-NORTHWEST FOR 3.6 MILES TO THE RAILROAD AND THE MARK ON THE LEFT.
 BH0461' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0946 ***********************************************************************
 BV0946  DESIGNATION -  H 150
 BV0946  PID         -  BV0946
 BV0946  STATE/COUNTY-  MS/LAMAR
 BV0946  USGS QUAD   -  BAXTERVILLE SW (1982)
 BV0946
 BV0946                         *CURRENT SURVEY CONTROL
 BV0946  ___________________________________________________________________
 BV0946* NAD 83(1986)-  31 03 46.     (N)    089 39 10.     (W)     SCALED    
 BV0946* NAVD 88     -        64.89   (+/-2cm)     212.9    (feet)  VERTCON   
 BV0946  ___________________________________________________________________
 BV0946  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0946
 BV0946.The horizontal coordinates were scaled from a topographic map and have
 BV0946.an estimated accuracy of +/- 6 seconds.
 BV0946
 BV0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0946.The vertical order pertains to the NGVD 29 superseded value.
 BV0946
 BV0946.The geoid height was determined by GEOID03.
 BV0946
 BV0946;                    North         East    Units  Estimated Accuracy
 BV0946;SPC MS E     -   173,530.      221,790.      MT  (+/- 180 meters Scaled)
 BV0946
 BV0946                          SUPERSEDED SURVEY CONTROL
 BV0946
 BV0946  NGVD 29 (??/??/92)   64.933  (m)          213.03   (f) ADJ UNCH    2 0
 BV0946
 BV0946.Superseded values are not recommended for survey control.
 BV0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0946.See file dsdata.txt to determine how the superseded data were derived.
 BV0946
 BV0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV468395(NAD 83)
 BV0946_MARKER: DB = BENCH MARK DISK
 BV0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0946_STAMPING: H 150 1943
 BV0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0946+STABILITY: SURFACE MOTION
 BV0946
 BV0946  HISTORY     - Date     Condition        Report By
 BV0946  HISTORY     - 1943     MONUMENTED       CGS
 BV0946  HISTORY     - 1964     GOOD             MSHD
 BV0946
 BV0946                          STATION DESCRIPTION
 BV0946
 BV0946'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0946'4.9 MI W FROM BAXTERVILLE.
 BV0946'THE MARK IS LOCATED 4.9 MILES WEST ALONG THE BLACKTOPPED ROAD FROM THE
 BV0946'POST OFFICE IN BAXTERVILLE, AT THE SOUTH SIDE OF A GARDEN PLOT, 18
 BV0946'FEET WEST OF A GATE TO A WHITE HOUSE ON THE NORTH SIDE OF THE ROAD.
 BV0946'THE MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST.
 BV0946'IT IS 88 FEET EAST OF THE SOUTHWEST CORNER OF THE GARDEN, 9 FEET EAST
 BV0946'OF A POWER POLE WITH A SINGLE WIRE CROSSING THE ROAD, 39 FEET NORTH OF
 BV0946'THE CENTER OF THE ROAD, 34 FEET WEST OF A POWER POLE SUPPORTING THREE
 BV0946'WIRES, 3 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 2 INCHES. A
 BV0946'METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0133 ***********************************************************************
 EG0133  DESIGNATION -  H 150 USE
 EG0133  PID         -  EG0133
 EG0133  STATE/COUNTY-  MS/PRENTISS
 EG0133  USGS QUAD   -  MARIETTA (1979)
 EG0133
 EG0133                         *CURRENT SURVEY CONTROL
 EG0133  ___________________________________________________________________
 EG0133* NAD 83(1986)-  34 33 30.     (N)    088 24 32.     (W)     SCALED    
 EG0133* NAVD 88     -       126.317  (meters)     414.43   (feet)  ADJUSTED  
 EG0133  ___________________________________________________________________
 EG0133  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0133  DYNAMIC HT  -         126.195 (meters)     414.02  (feet)  COMP
 EG0133  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EG0133
 EG0133  VERT ORDER  -  SECOND    CLASS 0
 EG0133
 EG0133.The horizontal coordinates were scaled from a topographic map and have
 EG0133.an estimated accuracy of +/- 6 seconds.
 EG0133
 EG0133.The orthometric height was determined by differential leveling
 EG0133.and adjusted in June 1991.
 EG0133
 EG0133.The geoid height was determined by GEOID03.
 EG0133
 EG0133.The dynamic height is computed by dividing the NAVD 88
 EG0133.geopotential number by the normal gravity value computed on the
 EG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0133.degrees latitude (g = 980.6199 gals.).
 EG0133
 EG0133.The modeled gravity was interpolated from observed gravity values.
 EG0133
 EG0133;                    North         East    Units  Estimated Accuracy
 EG0133;SPC MS E     -   560,960.      338,950.      MT  (+/- 180 meters Scaled)
 EG0133
 EG0133                          SUPERSEDED SURVEY CONTROL
 EG0133
 EG0133  NGVD 29 (??/??/92)  126.277  (m)          414.29   (f) ADJ UNCH    2 0
 EG0133
 EG0133.Superseded values are not recommended for survey control.
 EG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0133.See file dsdata.txt to determine how the superseded data were derived.
 EG0133
 EG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD707249(NAD 83)
 EG0133_MARKER: DD = SURVEY DISK
 EG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0133_STAMPING: H 150 1937
 EG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0133+STABILITY: SURFACE MOTION
 EG0133
 EG0133  HISTORY     - Date     Condition        Report By
 EG0133  HISTORY     - 1937     MONUMENTED       DOD
 EG0133  HISTORY     - 1944     GOOD             NGS
 EG0133  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0133
 EG0133                          STATION DESCRIPTION
 EG0133
 EG0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EG0133'0.5 MI E FROM NEW SITE.
 EG0133'ABOUT 0.5 MILE EASTERLY ALONG A GRAVELED ROAD FROM THE CONSOLIDATED
 EG0133'SCHOOL AT NEW SITE, AT A Y INTERSECTION, 47.5 FEET WEST OF THE CENTER
 EG0133'LINE OF A GRAVELED ROAD LEADING SOUTHEAST, 29.5 FEET EAST OF AND ABOUT
 EG0133'4 FEET ABOVE THE CENTER LINE OF THE ROAD, 18.8 FEET WEST OF A
 EG0133'TELEPHONE POLE, AND 2.0 FEET NORTH OF A 4 BY 4-INCH WOODEN REFERENCE
 EG0133'POST.
 EG0133
 EG0133                          STATION RECOVERY (1964)
 EG0133
 EG0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0307 ***********************************************************************
 BV0307  DESIGNATION -  H 151
 BV0307  PID         -  BV0307
 BV0307  STATE/COUNTY-  MS/GREENE
 BV0307  USGS QUAD   -  AVERA (1982)
 BV0307
 BV0307                         *CURRENT SURVEY CONTROL
 BV0307  ___________________________________________________________________
 BV0307* NAD 83(1986)-  31 18 25.     (N)    088 44 16.     (W)     SCALED    
 BV0307* NAVD 88     -        90.65   (+/-2cm)     297.4    (feet)  VERTCON   
 BV0307  ___________________________________________________________________
 BV0307  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BV0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0307
 BV0307.The horizontal coordinates were scaled from a topographic map and have
 BV0307.an estimated accuracy of +/- 6 seconds.
 BV0307
 BV0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0307.The vertical order pertains to the NGVD 29 superseded value.
 BV0307
 BV0307.The geoid height was determined by GEOID03.
 BV0307
 BV0307;                    North         East    Units  Estimated Accuracy
 BV0307;SPC MS E     -   200,310.      309,100.      MT  (+/- 180 meters Scaled)
 BV0307
 BV0307                          SUPERSEDED SURVEY CONTROL
 BV0307
 BV0307  NGVD 29 (??/??/92)   90.639  (m)          297.37   (f) ADJ UNCH    2 0
 BV0307
 BV0307.Superseded values are not recommended for survey control.
 BV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0307.See file dsdata.txt to determine how the superseded data were derived.
 BV0307
 BV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV346649(NAD 83)
 BV0307_MARKER: DB = BENCH MARK DISK
 BV0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0307_STAMPING: H 151 1943
 BV0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0307+STABILITY: SURFACE MOTION
 BV0307
 BV0307  HISTORY     - Date     Condition        Report By
 BV0307  HISTORY     - 1943     MONUMENTED       CGS
 BV0307  HISTORY     - 1957     GOOD             NGS
 BV0307
 BV0307                          STATION DESCRIPTION
 BV0307
 BV0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0307'3.6 MI SE FROM SANDHILL.
 BV0307'LOCATED 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE HIGH
 BV0307'SCHOOL AT SANDHILL AT THE FARM HOUSE OF MRS SPICY WADE AND AT THE
 BV0307'INSIDE OF A CURVE IN THE HIGHWAY.  IT IS 19.5 FEET SOUTHEAST OF THE
 BV0307'SOUTHEAST CORNER OF THE WADE HOUSE, 15 FEET SOUTH OF AN 18-INCH PINE
 BV0307'TREE, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTHWEST
 BV0307'OF A POWER POLE, 21 FEET SOUTH OF THE SOUTH END OF THE GATE AT
 BV0307'ENTRANCE TO THE YARD AND 8.5 FEET WEST OF A FENCE LINE.  IT IS A
 BV0307'STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 4
 BV0307'INCHES AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1392 ***********************************************************************
 BH1392  DESIGNATION -  H 153
 BH1392  PID         -  BH1392
 BH1392  STATE/COUNTY-  MS/PEARL RIVER
 BH1392  USGS QUAD   -  MILLARD (1986)
 BH1392
 BH1392                         *CURRENT SURVEY CONTROL
 BH1392  ___________________________________________________________________
 BH1392* NAD 83(1986)-  30 39 32.     (N)    089 34 02.     (W)     SCALED    
 BH1392* NAVD 88     -        48.45   (+/-2cm)     159.0    (feet)  VERTCON   
 BH1392  ___________________________________________________________________
 BH1392  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BH1392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1392
 BH1392.The horizontal coordinates were scaled from a topographic map and have
 BH1392.an estimated accuracy of +/- 6 seconds.
 BH1392
 BH1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1392.The vertical order pertains to the NGVD 29 superseded value.
 BH1392
 BH1392.The geoid height was determined by GEOID03.
 BH1392
 BH1392;                    North         East    Units  Estimated Accuracy
 BH1392;SPC MS E     -   128,690.      229,670.      MT  (+/- 180 meters Scaled)
 BH1392
 BH1392                          SUPERSEDED SURVEY CONTROL
 BH1392
 BH1392  NGVD 29 (??/??/??)   48.520  (m)          159.19   (f) ADJUSTED    2 0
 BH1392
 BH1392.Superseded values are not recommended for survey control.
 BH1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1392.See file dsdata.txt to determine how the superseded data were derived.
 BH1392
 BH1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU540946(NAD 83)
 BH1392_MARKER: DB = BENCH MARK DISK
 BH1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1392_STAMPING: H 153 1943
 BH1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1392+STABILITY: SURFACE MOTION
 BH1392
 BH1392  HISTORY     - Date     Condition        Report By
 BH1392  HISTORY     - 1943     MONUMENTED       CGS
 BH1392  HISTORY     - 1971     GOOD             MSHD
 BH1392
 BH1392                          STATION DESCRIPTION
 BH1392
 BH1392'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1392'4.4 MI E FROM MCNEILL.
 BH1392'THE MARK IS LOCATED 4.4 MILES EAST OF MCNEILL IN THE NORTHWEST ANGLE
 BH1392'OF A CROSSROAD, 11.2 MILES NORTHEAST OF PICAYUNE, 1 MILE EAST OF
 BH1392'INTERSTATE HIGHWAY 59 IN THE NORTHEAST 1/4 OF SECTION 35, T4S, R16W.
 BH1392'IT IS 38 FEET NORTHWEST OF THE CENTER OF A CROSSROAD, 29 FEET NORTH OF
 BH1392'THE CENTER OF THE MAIN GRAVEL ROAD, 23 FEET WEST OF THE CENTER OF
 BH1392'ANOTHER GRAVEL ROAD, 48.5 FEET WEST SOUTHWEST OF A POWER POLE WITH A
 BH1392'GUY WIRE, 5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A METAL
 BH1392'WITNESS POST IN A FENCE CORNER.  IT IS SET IN THE TOP OF A 6-INCH
 BH1392'SQUARE CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 BH1392'PROJECTS 1 INCH.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH1392'MCNEILL GO EAST ON A BLACK TOP ROAD FOR 2.5 MILES TO A FORK.  TAKE THE
 BH1392'LEFT FORK AND CONTINUE EAST ON A BLACK TOP ROAD FOR 1.1 MILE TO
 BH1392'INTERSTATE HIGHWAY 59.  CONTINUE EAST ON A BLACK TOP ROAD FOR 0.95
 BH1392'MILE TO A CROSSROAD, AND THE MARK IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0720 ***********************************************************************
 BH0720  DESIGNATION -  H 155
 BH0720  PID         -  BH0720
 BH0720  STATE/COUNTY-  MS/PEARL RIVER
 BH0720  USGS QUAD   -  BIG SWAMP (1983)
 BH0720
 BH0720                         *CURRENT SURVEY CONTROL
 BH0720  ___________________________________________________________________
 BH0720* NAD 83(1986)-  30 48 22.     (N)    089 28 30.     (W)     SCALED    
 BH0720* NAVD 88     -        93.22   (+/-2cm)     305.8    (feet)  VERTCON   
 BH0720  ___________________________________________________________________
 BH0720  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0720
 BH0720.The horizontal coordinates were scaled from a topographic map and have
 BH0720.an estimated accuracy of +/- 6 seconds.
 BH0720
 BH0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0720.The vertical order pertains to the NGVD 29 superseded value.
 BH0720
 BH0720.The geoid height was determined by GEOID03.
 BH0720
 BH0720;                    North         East    Units  Estimated Accuracy
 BH0720;SPC MS E     -   144,960.      238,600.      MT  (+/- 180 meters Scaled)
 BH0720
 BH0720                          SUPERSEDED SURVEY CONTROL
 BH0720
 BH0720  NGVD 29 (??/??/??)   93.256  (m)          305.96   (f) ADJUSTED    2 0
 BH0720
 BH0720.Superseded values are not recommended for survey control.
 BH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0720.See file dsdata.txt to determine how the superseded data were derived.
 BH0720
 BH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV632107(NAD 83)
 BH0720_MARKER: DB = BENCH MARK DISK
 BH0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0720_STAMPING: H 155 1943
 BH0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0720+STABILITY: SURFACE MOTION
 BH0720
 BH0720  HISTORY     - Date     Condition        Report By
 BH0720  HISTORY     - 1943     MONUMENTED       CGS
 BH0720  HISTORY     - 1971     GOOD             MSHD
 BH0720  HISTORY     - 20080408 MARK NOT FOUND   MSHD
 BH0720
 BH0720                          STATION DESCRIPTION
 BH0720
 BH0720'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0720'4.6 MI SE FROM POPLARVILLE.
 BH0720'THE MARK IS LOCATED 4.6 MILES SOUTHEAST OF POPLARVILLE IN THE EAST
 BH0720'ANGLE OF A JUNCTION IN THE NORTHWEST 1/4 OF SECTION 11, T 3S, R 15W.
 BH0720'IT IS 43 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 34
 BH0720'FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET SOUTHWEST OF
 BH0720'A FENCE CORNER, 20 FEET NORTHWEST OF ANOTHER FENCE CORNER 8 FEET WEST
 BH0720'OF A FENCE ON THE WEST SIDE OF A SMALL POND, 73 FEET SOUTHEAST OF A 14
 BH0720'INCH PINE, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 6
 BH0720'INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROADS
 BH0720'AND PROJECTS 4 INCHES.  TO REACH FROM THE PEARL RIVER COUNTY
 BH0720'COURTHOUSE IN POPLARVILLE GO SOUTH ON STATE HIGHWAY 53 AND 26 FOR 0.6
 BH0720'MILES TO THE JUNCTION OF STATE HIGHWAY 26.  CONTINUE SOUTHEAST ON
 BH0720'STATE HIGHWAY 53 FOR 2.1 MILES TO A SIDE ROAD LEFT ON THE EAST SIDE OF
 BH0720'I-59.  TURN LEFT AND GO NORTH AND EAST ON A BLACK TOP ROAD FOR 2.7
 BH0720'MILES TO A FORK AND THE MARK IS STRAIGHT AHEAD.
 BH0720
 BH0720                          STATION RECOVERY (2008)
 BH0720
 BH0720'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2008 (BF)
 BH0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0592 ***********************************************************************
 BV0592  DESIGNATION -  H 156
 BV0592  PID         -  BV0592
 BV0592  STATE/COUNTY-  MS/FORREST
 BV0592  USGS QUAD   -  CARTERVILLE (1985)
 BV0592
 BV0592                         *CURRENT SURVEY CONTROL
 BV0592  ___________________________________________________________________
 BV0592* NAD 83(1986)-  31 21 34.     (N)    089 14 43.     (W)     SCALED    
 BV0592* NAVD 88     -        80.13   (+/-2cm)     262.9    (feet)  VERTCON   
 BV0592  ___________________________________________________________________
 BV0592  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BV0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0592
 BV0592.The horizontal coordinates were scaled from a topographic map and have
 BV0592.an estimated accuracy of +/- 6 seconds.
 BV0592
 BV0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0592.The vertical order pertains to the NGVD 29 superseded value.
 BV0592
 BV0592.The geoid height was determined by GEOID03.
 BV0592
 BV0592;                    North         East    Units  Estimated Accuracy
 BV0592;SPC MS E     -   206,200.      260,810.      MT  (+/- 180 meters Scaled)
 BV0592
 BV0592                          SUPERSEDED SURVEY CONTROL
 BV0592
 BV0592  NGVD 29 (??/??/92)   80.14   (m)          262.9    (f) COMPUTED    2 0
 BV0592
 BV0592.Superseded values are not recommended for survey control.
 BV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0592.See file dsdata.txt to determine how the superseded data were derived.
 BV0592
 BV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV864716(NAD 83)
 BV0592_MARKER: DB = BENCH MARK DISK
 BV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0592_STAMPING: H 156 1943
 BV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0592+STABILITY: SURFACE MOTION
 BV0592
 BV0592  HISTORY     - Date     Condition        Report By
 BV0592  HISTORY     - 1943     MONUMENTED       CGS
 BV0592  HISTORY     - 1957     GOOD             NGS
 BV0592  HISTORY     - 1964     GOOD             NGS
 BV0592
 BV0592                          STATION DESCRIPTION
 BV0592
 BV0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0592'1.2 MI NE FROM PETAL.
 BV0592'LOCATED 1.2 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 BV0592'WITH STATE HIGHWAY 42 WHICH IS JUST EAST OF THE PETAL HIGH SCHOOL IN
 BV0592'PETAL, IN THE NORTHWEST CORNER OF THE FRONT YARD OF THE W.F.
 BV0592'ELLINGTONS HOUSE, 0.2 MILE NORTH OF THE BAPTIST CHURCH.  IT IS 30 FEET
 BV0592'EAST OF THE CENTERLINE OF THE MAIN BLACK TOP ROAD, 5.6 FEET EAST OF A
 BV0592'POWER POLE, 55 FEET NORTHEAST OF A DRIVEWAY, 60 FEET NORTH OF A LONE
 BV0592'LIVE OAK TREE IN THE CENTER OF THE FRONT YARD, 80 FEET NORTH-NORTHWEST
 BV0592'OF THE NORTHWEST CORNER OF THE ELLINGTON HOUSE AND 6 FEET WEST OF A
 BV0592'6-INCH MAGNOLIA TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0592'PRECAST CONCRETE POST PROJECTING 6 INCHES.
 BV0592
 BV0592                          STATION RECOVERY (1964)
 BV0592
 BV0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0606 ***********************************************************************
 BV0606  CBN         -  This is a Cooperative Base Network Control Station.
 BV0606  DESIGNATION -  H 157
 BV0606  PID         -  BV0606
 BV0606  STATE/COUNTY-  MS/JONES
 BV0606  USGS QUAD   -  BARRONTOWN (1985)
 BV0606
 BV0606                         *CURRENT SURVEY CONTROL
 BV0606  ___________________________________________________________________
 BV0606* NAD 83(2007)-  31 28 41.33947(N)    089 09 46.96719(W)     ADJUSTED  
 BV0606* NAVD 88     -        53.2    (meters)     175.     (feet)  GPS OBS   
 BV0606  ___________________________________________________________________
 BV0606  EPOCH DATE  -        2002.00
 BV0606  X           -      79,528.521 (meters)                     COMP
 BV0606  Y           -  -5,443,939.468 (meters)                     COMP
 BV0606  Z           -   3,311,235.047 (meters)                     COMP
 BV0606  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BV0606  ELLIP HEIGHT-          26.737 (meters)          (02/10/07) ADJUSTED
 BV0606  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BV0606
 BV0606  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV0606  Type    PID    Designation                      North   East  Ellip
 BV0606  -------------------------------------------------------------------
 BV0606  NETWORK BV0606 H 157                             1.35   1.18   5.80
 BV0606  -------------------------------------------------------------------
 BV0606
 BV0606.The horizontal coordinates were established by GPS observations
 BV0606.and adjusted by the National Geodetic Survey in February 2007.
 BV0606
 BV0606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV0606.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV0606.The horizontal coordinates are valid at the epoch date displayed above.
 BV0606.The epoch date for horizontal control is a decimal equivalence
 BV0606.of Year/Month/Day.
 BV0606
 BV0606.The orthometric height was determined by GPS observations and a
 BV0606.high-resolution geoid model.
 BV0606
 BV0606.Photographs are available for this station.
 BV0606
 BV0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV0606
 BV0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0606
 BV0606.The ellipsoidal height was determined by GPS observations
 BV0606.and is referenced to NAD 83.
 BV0606
 BV0606.The geoid height was determined by GEOID03.
 BV0606
 BV0606;                    North         East     Units Scale Factor Converg.
 BV0606;SPC MS E     -   219,335.342   268,670.694   MT  0.99996210   -0 10 19.8
 BV0606;SPC MS E     -   719,602.70    881,463.77   sFT  0.99996210   -0 10 19.8
 BV0606;UTM  16      - 3,484,620.874   294,517.648   MT  1.00012080   -1 07 47.6
 BV0606
 BV0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0606!SPC MS E     -   0.99999580  x   0.99996210  =   0.99995790
 BV0606!UTM  16      -   0.99999580  x   1.00012080  =   1.00011660
 BV0606
 BV0606                          SUPERSEDED SURVEY CONTROL
 BV0606
 BV0606  ELLIP H (04/15/02)   26.731  (m)                       GP(       ) 4 2
 BV0606  NAD 83(1993)-  31 28 41.33931(N)    089 09 46.96690(W) AD(       ) B
 BV0606  ELLIP H (02/15/02)   26.727  (m)                       GP(       ) 4 1
 BV0606  NGVD 29 (??/??/92)   53.161  (m)          174.41   (f) ADJ UNCH    2 0
 BV0606
 BV0606.Superseded values are not recommended for survey control.
 BV0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0606.See file dsdata.txt to determine how the superseded data were derived.
 BV0606
 BV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9451884621(NAD 83)
 BV0606_MARKER: DB = BENCH MARK DISK
 BV0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0606_STAMPING: H 157 1957
 BV0606_MARK LOGO: CGS   
 BV0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0606+STABILITY: SURFACE MOTION
 BV0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0606+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0606
 BV0606  HISTORY     - Date     Condition        Report By
 BV0606  HISTORY     - 1943     MONUMENTED       CGS
 BV0606  HISTORY     - 1957     GOOD             NGS
 BV0606  HISTORY     - 1964     GOOD             NGS
 BV0606  HISTORY     - 20000207 GOOD             MSHD
 BV0606  HISTORY     - 20000301 GOOD             NGS
 BV0606  HISTORY     - 20070618 GOOD             JCLS
 BV0606
 BV0606                          STATION DESCRIPTION
 BV0606
 BV0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0606'7.6 MI E FROM MOSELLE.
 BV0606'LOCATED 7.6 MILES EAST ALONG A BLACK TOP ROAD FROM THE SOUTHERN
 BV0606'RAILROAD STATION IN MOSELLE, IN THE SOUTHEAST ANGLE OF A CROSSROAD. IT
 BV0606'IS 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 72 FEET SOUTH
 BV0606'OF THE CENTER OF THE EAST-WEST ROAD, 8 FEET NORTH OF A POWER POLE WITH
 BV0606'A TRANSFORMER, 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 BV0606'UNPAINTED SHED WITH A TIN ROOF, 51 PACES NORTH OF THE NORTH END OF A
 BV0606'BRIDGE AND DAM OVER A CREEK.  IT IS A STANDARD DISK SET IN THE TOP OF
 BV0606'A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 BV0606'NOTE-- THIS MARK IS 1.0 MILE WEST OF BENCK MARK G 157.
 BV0606
 BV0606                          STATION RECOVERY (1964)
 BV0606
 BV0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0606'RECOVERED IN GOOD CONDITION.
 BV0606
 BV0606                          STATION RECOVERY (2000)
 BV0606
 BV0606'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0606'MARK IS 18 FT S OF GUY WIRE, 8 FT N OF PWR POLE 87, 28 FT N OF PWR
 BV0606'POLE 205.  UNPAINTED SHED IS GONE.
 BV0606
 BV0606                          STATION RECOVERY (2000)
 BV0606
 BV0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0606'RECOVERED AS DESCRIBED, EXCEPT THAT THE REFERENCED SHED IS GONE.  TO
 BV0606'REACH THE STAION FROM EXIT 80 OF I-59, AT MOSELLE, DRIVE EASTWARD 0.35
 BV0606'MILES (0.56 KM) TO A Y INTERSECTION AND US 11.  TAKE THE RIGHT HAND
 BV0606'BRANCH OF THE FORK AND PROCEED SOUTH ON US 11 FOR 0.9 MI (1.4 KM) TO A
 BV0606'GAS STATION AND HOOD ST.  ON THE LEFT.  TURN LEFT (EAST) ON HOOD ST.
 BV0606'AND PROCEED ABOUT 500 FT (152.4 M) TO A T INTERSECTION.  TURN RIGHT
 BV0606'AND PROCEED SOUTH ANOTHER 500 FT (152.4 M) TO A SIDE ROAD LEFT THAT
 BV0606'CROSSES THE RR TRACK, ACROSS FROM THE POST OFFICE AHEAD ON THE RIGHT.
 BV0606'TURN LEFT (EAST) , CROSS THE RR TRACKS AT THE SIGNALLED AND GATED RR
 BV0606'CROSSING, AND PROCEED EASTWARD ON OVETT-MOSELLE ROAD, PAST THE MOSELLE
 BV0606'FIRE DEPT.  ON THE RIGHT, FOR 5.6 MI (9.0 KM) TO UNION, MS.  CONTINUE
 BV0606'STRAIGHT AHEAD AT THE UNION CROSSROADS FOR ANOTHER 2.3 MI (3.7 KM) TO
 BV0606'A FOUR-WAY INTERSECTION AND THE STATION ON THE RIGHT, IN THE
 BV0606'SOUTHEASTERN QUADRANT OF THE INTERSECTION OF OVETT-MOSELLE ROAD AND
 BV0606'ANOTHER PAVED ROAD.
 BV0606
 BV0606                          STATION RECOVERY (2007)
 BV0606
 BV0606'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007
 BV0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0561 ***********************************************************************
 BV0561  DESIGNATION -  H 158 RESET 1958
 BV0561  PID         -  BV0561
 BV0561  STATE/COUNTY-  MS/PERRY
 BV0561  USGS QUAD   -  OVETT SE (1985)
 BV0561
 BV0561                         *CURRENT SURVEY CONTROL
 BV0561  ___________________________________________________________________
 BV0561* NAD 83(1986)-  31 15 06.     (N)    089 04 30.     (W)     SCALED    
 BV0561* NAVD 88     -        38.38   (+/-2cm)     125.9    (feet)  VERTCON   
 BV0561  ___________________________________________________________________
 BV0561  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BV0561  VERT ORDER  -  THIRD (See Below)
 BV0561
 BV0561.The horizontal coordinates were scaled from a topographic map and have
 BV0561.an estimated accuracy of +/- 6 seconds.
 BV0561
 BV0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0561.The vertical order pertains to the NGVD 29 superseded value.
 BV0561
 BV0561.The geoid height was determined by GEOID03.
 BV0561
 BV0561;                    North         East    Units  Estimated Accuracy
 BV0561;SPC MS E     -   194,200.      276,980.      MT  (+/- 180 meters Scaled)
 BV0561
 BV0561                          SUPERSEDED SURVEY CONTROL
 BV0561
 BV0561  NGVD 29 (08/12/04)   38.39   (m)          126.0    (f) RESET       3  
 BV0561
 BV0561.Superseded values are not recommended for survey control.
 BV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0561.See file dsdata.txt to determine how the superseded data were derived.
 BV0561
 BV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV024593(NAD 83)
 BV0561_MARKER: DB = BENCH MARK DISK
 BV0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0561_STAMPING: H 158 RESET 1958
 BV0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0561+STABILITY: SURFACE MOTION
 BV0561
 BV0561  HISTORY     - Date     Condition        Report By
 BV0561  HISTORY     - 1958     MONUMENTED       CGS
 BV0561
 BV0561                          STATION DESCRIPTION
 BV0561
 BV0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BV0561'4.5 M I N FROM NEW AUGUSTA.
 BV0561'4.5 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN NEW
 BV0561'AUGUSTA, IN THE SOUTHWEST ANGLE OF THE JUNCTION WITH A DRIVEWAY
 BV0561'LEADING WEST TO THE GEORGE T. DENNIE, JR., HOUSE AND ACROSS THE ROAD
 BV0561'AND WEST OF THE NORTH DRIVEWAY LEADING TO A WHITE CHURCH EAST OF THE
 BV0561'HIGHWAY, 465 FEET WEST OF THE SMALL WHITE CHURCH, 50 FEET WEST OF THE
 BV0561'CENTER OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 BV0561'LEADING WEST OF THE HOUSE, 4 FEET SOUTH OF A FENCE POST WITH A SMALL
 BV0561'WITNESS POST SIGN FOR THE MARK, 1.0 FOOT EAST OF A BOARD FENCE AND 200
 BV0561'FEET EAST OF THE WHITE HOUSE.  THE DISK IS SET IN THE TOP OF A 12-INCH
 BV0561'ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0768 ***********************************************************************
 BH0768  DESIGNATION -  H 159
 BH0768  PID         -  BH0768
 BH0768  STATE/COUNTY-  MS/STONE
 BH0768  USGS QUAD   -  BROWNS LAKE (1983)
 BH0768
 BH0768                         *CURRENT SURVEY CONTROL
 BH0768  ___________________________________________________________________
 BH0768* NAD 83(1986)-  30 45 41.     (N)    089 21 28.     (W)     SCALED    
 BH0768* NAVD 88     -        58.10   (+/-2cm)     190.6    (feet)  VERTCON   
 BH0768  ___________________________________________________________________
 BH0768  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0768
 BH0768.The horizontal coordinates were scaled from a topographic map and have
 BH0768.an estimated accuracy of +/- 6 seconds.
 BH0768
 BH0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0768.The vertical order pertains to the NGVD 29 superseded value.
 BH0768
 BH0768.The geoid height was determined by GEOID03.
 BH0768
 BH0768;                    North         East    Units  Estimated Accuracy
 BH0768;SPC MS E     -   139,940.      249,790.      MT  (+/- 180 meters Scaled)
 BH0768
 BH0768                          SUPERSEDED SURVEY CONTROL
 BH0768
 BH0768  NGVD 29 (??/??/??)   58.130  (m)          190.71   (f) ADJUSTED    2 0
 BH0768
 BH0768.Superseded values are not recommended for survey control.
 BH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0768.See file dsdata.txt to determine how the superseded data were derived.
 BH0768
 BH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV743055(NAD 83)
 BH0768_MARKER: DB = BENCH MARK DISK
 BH0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0768_STAMPING: H-159 1943
 BH0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0768+STABILITY: SURFACE MOTION
 BH0768
 BH0768  HISTORY     - Date     Condition        Report By
 BH0768  HISTORY     - 1943     MONUMENTED       CGS
 BH0768
 BH0768                          STATION DESCRIPTION
 BH0768
 BH0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0768'2.3 MI NW FROM SILVER RUN.
 BH0768'2.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 26 FROM THE SILVER RUN
 BH0768'SCHOOL, SET AT THE SUMMIT OF A HILL, 52.5 FEET WEST OF A 20-INCH PINE
 BH0768'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 41.5 FEET EAST OF THE
 BH0768'CENTER-LINE OF THE HIGHWAY, 36 FEET WEST-SOUTHWEST OF AN 18-INCH PINE
 BH0768'WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 1.4 FEET WEST OF REFERENCE
 BH0768'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BH0768'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0769 ***********************************************************************
 BH0769  DESIGNATION -  H 159 RESET 1964
 BH0769  PID         -  BH0769
 BH0769  STATE/COUNTY-  MS/PEARL RIVER
 BH0769  USGS QUAD   -  BROWNS LAKE (1983)
 BH0769
 BH0769                         *CURRENT SURVEY CONTROL
 BH0769  ___________________________________________________________________
 BH0769* NAD 83(1986)-  30 45 41.     (N)    089 21 28.     (W)     SCALED    
 BH0769* NAVD 88     -        58.48   (+/-2cm)     191.9    (feet)  VERTCON   
 BH0769  ___________________________________________________________________
 BH0769  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH0769  VERT ORDER  -  THIRD (See Below)
 BH0769
 BH0769.The horizontal coordinates were scaled from a topographic map and have
 BH0769.an estimated accuracy of +/- 6 seconds.
 BH0769
 BH0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0769.The vertical order pertains to the NGVD 29 superseded value.
 BH0769
 BH0769.The geoid height was determined by GEOID03.
 BH0769
 BH0769;                    North         East    Units  Estimated Accuracy
 BH0769;SPC MS E     -   139,940.      249,790.      MT  (+/- 180 meters Scaled)
 BH0769
 BH0769                          SUPERSEDED SURVEY CONTROL
 BH0769
 BH0769  NGVD 29 (??/??/??)   58.51   (m)          192.0    (f) RESET       3  
 BH0769
 BH0769.Superseded values are not recommended for survey control.
 BH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0769.See file dsdata.txt to determine how the superseded data were derived.
 BH0769
 BH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV743055(NAD 83)
 BH0769_MARKER: DB = BENCH MARK DISK
 BH0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0769_STAMPING: H 159 RESET 1964
 BH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0769+STABILITY: SURFACE MOTION
 BH0769
 BH0769  HISTORY     - Date     Condition        Report By
 BH0769  HISTORY     - 1964     MONUMENTED       CGS
 BH0769  HISTORY     - 1971     GOOD             MSHD
 BH0769
 BH0769                          STATION DESCRIPTION
 BH0769
 BH0769'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0769'12 MI SE FROM POPLARVILLE.
 BH0769'THE MARK IS LOCATED 12 MILES SOUTHEAST OF POPLARVILLE ON THE EAST ROW
 BH0769'OF A BLACK TOP ROAD, 2.1 MILES NORTHWEST OF THE COMMUNITY OF SILVER
 BH0769'RUN IN THE NORTHEAST 1/4 OF SECTION 26, T 3S, R 14W.  IT IS 53 FEET
 BH0769'EAST OF THE CENTER OF A BLACK TOP ROAD, 118 FEET SOUTHEAST OF A POWER
 BH0769'POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST SET IN THE TOP OF A
 BH0769'12 IN. ROUND CONCRETE POST ABOUT 18 INCHES ABOVE THE LEVEL OF THE ROAD
 BH0769'AND PROJECTS 2 INCHES.  TO REACH FROM THE PEARL RIVER COUNTY
 BH0769'COURTHOUSE IN POPLARVILLE GO SOUTH ON STATE HIGHWAY 53 AND 26 FOR 0.6
 BH0769'MILES TO THE JUNCTION OF STATE HIGHWAY 26.  CONTINUE SOUTHEAST ON
 BH0769'STATE HIGHWAY 53 FOR 2.1 MILES TO A SIDE ROAD LEFT ON THE EAST SIDE OF
 BH0769'I 59.  TURN LEFT AND GO NORTH AND EAST ON A BLACK TOP ROAD FOR 2.7
 BH0769'MILES TO A FORK.  TAKE THE LEFT FORK AND GO EAST ON A BLACK TOP ROAD
 BH0769'FOR 8.1 MILES TO A SIDE ROAD LEFT AND THE OUTSIDE OF A CURVE JUST
 BH0769'BEYOND MURDER CREEK.  CONTINUE SOUTHEAST ON A BLACK TOP ROAD FOR 2.2
 BH0769'MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0748 ***********************************************************************
 BV0748  DESIGNATION -  H 16
 BV0748  PID         -  BV0748
 BV0748  STATE/COUNTY-  MS/FORREST
 BV0748  USGS QUAD   -  BROOKLYN (1983)
 BV0748
 BV0748                         *CURRENT SURVEY CONTROL
 BV0748  ___________________________________________________________________
 BV0748* NAD 83(1986)-  31 06 11.     (N)    089 11 17.     (W)     SCALED    
 BV0748* NAVD 88     -        55.19   (+/-2cm)     181.1    (feet)  VERTCON   
 BV0748  ___________________________________________________________________
 BV0748  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BV0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0748
 BV0748.The horizontal coordinates were scaled from a topographic map and have
 BV0748.an estimated accuracy of +/- 6 seconds.
 BV0748
 BV0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0748.The vertical order pertains to the NGVD 29 superseded value.
 BV0748
 BV0748.The geoid height was determined by GEOID03.
 BV0748
 BV0748;                    North         East    Units  Estimated Accuracy
 BV0748;SPC MS E     -   177,760.      266,160.      MT  (+/- 180 meters Scaled)
 BV0748
 BV0748                          SUPERSEDED SURVEY CONTROL
 BV0748
 BV0748  NGVD 29 (??/??/92)   55.199  (m)          181.10   (f) ADJ UNCH    2 0
 BV0748
 BV0748.Superseded values are not recommended for survey control.
 BV0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0748.See file dsdata.txt to determine how the superseded data were derived.
 BV0748
 BV0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV913430(NAD 83)
 BV0748_MARKER: DB = BENCH MARK DISK
 BV0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0748_STAMPING: H 16 1934
 BV0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0748+STABILITY: SURFACE MOTION
 BV0748
 BV0748  HISTORY     - Date     Condition        Report By
 BV0748  HISTORY     - 1934     MONUMENTED       CGS
 BV0748  HISTORY     - 1955     GOOD             NGS
 BV0748  HISTORY     - 1964     GOOD             NGS
 BV0748  HISTORY     - 1980     MARK NOT FOUND   USGS
 BV0748
 BV0748                          STATION DESCRIPTION
 BV0748
 BV0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0748'3.2 MI N FROM BROOKLYN.
 BV0748'ABOUT 3.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0748'STATION AT BROOKLYN, AT ABOUT THE CENTER OF A LOW RIDGE BETWEEN TWO
 BV0748'FILLS, 349 FEET SOUTH AND ACROSS THE TRACK FROM MILE POST G 53, 36
 BV0748'FEET WEST OF THE WEST RAIL, WEST AND ACROSS THE TRACK FROM A SECTION
 BV0748'CAR SET OFF, 3 FEET NORTH OF POLE 4074, ABOUT LEVEL WITH THE TRACK AND
 BV0748'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BV0748
 BV0748                          STATION RECOVERY (1964)
 BV0748
 BV0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0748'RECOVERED IN GOOD CONDITION.
 BV0748
 BV0748                          STATION RECOVERY (1980)
 BV0748
 BV0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BV0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0903 ***********************************************************************
 BV0903  DESIGNATION -  H 160
 BV0903  PID         -  BV0903
 BV0903  STATE/COUNTY-  MS/LAMAR
 BV0903  USGS QUAD   -  BAXTERVILLE (1982)
 BV0903
 BV0903                         *CURRENT SURVEY CONTROL
 BV0903  ___________________________________________________________________
 BV0903* NAD 83(1986)-  31 06 03.     (N)    089 35 41.     (W)     SCALED    
 BV0903* NAVD 88     -       119.54   (+/-2cm)     392.2    (feet)  VERTCON   
 BV0903  ___________________________________________________________________
 BV0903  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BV0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0903
 BV0903.The horizontal coordinates were scaled from a topographic map and have
 BV0903.an estimated accuracy of +/- 6 seconds.
 BV0903
 BV0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0903.The vertical order pertains to the NGVD 29 superseded value.
 BV0903
 BV0903.The geoid height was determined by GEOID03.
 BV0903
 BV0903;                    North         East    Units  Estimated Accuracy
 BV0903;SPC MS E     -   177,710.      227,360.      MT  (+/- 180 meters Scaled)
 BV0903
 BV0903                          SUPERSEDED SURVEY CONTROL
 BV0903
 BV0903  NGVD 29 (??/??/92)  119.571  (m)          392.29   (f) ADJ UNCH    2 0
 BV0903
 BV0903.Superseded values are not recommended for survey control.
 BV0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0903.See file dsdata.txt to determine how the superseded data were derived.
 BV0903
 BV0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV525436(NAD 83)
 BV0903_MARKER: DB = BENCH MARK DISK
 BV0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0903_STAMPING: H 160 1943 392.293
 BV0903_MARK LOGO: CGS   
 BV0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0903+STABILITY: SURFACE MOTION
 BV0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0903+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0903
 BV0903  HISTORY     - Date     Condition        Report By
 BV0903  HISTORY     - 1943     MONUMENTED       CGS
 BV0903  HISTORY     - 1956     GOOD             NGS
 BV0903  HISTORY     - 1964     GOOD             NGS
 BV0903  HISTORY     - 20000203 GOOD             MSHD
 BV0903  HISTORY     - 20000301 GOOD             MSHD
 BV0903
 BV0903                          STATION DESCRIPTION
 BV0903
 BV0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0903'1.0 MI N FROM BAXTERVILLE.
 BV0903'LOCATED 1.0 MILE NORTH ALONG GRAVELED COUNTY ROAD FROM BAXTERVILLE, ON
 BV0903'THE WEST SIDE OF THE ROAD, IN A FENCE LINE, 10 FEET WEST OF A T FENCE
 BV0903'CORNER, 25 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 600 FEET NORTH
 BV0903'OF A RED HOUSE, DUE WEST OF THE FIRST POWER POLE NORTH OF THE RED
 BV0903'HOUSE AND ABOUT 500 FEET SOUTHEAST OF MR. GIPSONS HOUSE.  IT IS A
 BV0903'STANDARD DISK, SET IN THE TOP OF A CONCRETE PRECAST POST FLUSH WITH
 BV0903'THE GROUND AND LEVEL WITH THE ROAD.
 BV0903
 BV0903                          STATION RECOVERY (1964)
 BV0903
 BV0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0903'RECOVERED IN GOOD CONDITION.
 BV0903
 BV0903                          STATION RECOVERY (2000)
 BV0903
 BV0903'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0903'MARK IS ON SALT DOME RD. 1.0 MI NORTH OF HWY 13.
 BV0903
 BV0903                          STATION RECOVERY (2000)
 BV0903
 BV0903'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0903'RECOVERED AS DESCRIBED.  THE STATION IS ON SALT DOME ROAD 1.0 MI (1.6
 BV0903'KM) NORTH OF HWY 13, IN BAXTERVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0149 ***********************************************************************
 EG0149  DESIGNATION -  H 161
 EG0149  PID         -  EG0149
 EG0149  STATE/COUNTY-  MS/TISHOMINGO
 EG0149  USGS QUAD   -  PADEN SE (1992)
 EG0149
 EG0149                         *CURRENT SURVEY CONTROL
 EG0149  ___________________________________________________________________
 EG0149* NAD 83(1986)-  34 32 51.     (N)    088 15 56.     (W)     SCALED    
 EG0149* NAVD 88     -       158.022  (meters)     518.44   (feet)  ADJUSTED  
 EG0149  ___________________________________________________________________
 EG0149  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0149  DYNAMIC HT  -         157.868 (meters)     517.94  (feet)  COMP
 EG0149  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EG0149
 EG0149  VERT ORDER  -  SECOND    CLASS 0
 EG0149
 EG0149.The horizontal coordinates were scaled from a topographic map and have
 EG0149.an estimated accuracy of +/- 6 seconds.
 EG0149
 EG0149.The orthometric height was determined by differential leveling
 EG0149.and adjusted in June 1991.
 EG0149
 EG0149.The geoid height was determined by GEOID03.
 EG0149
 EG0149.The dynamic height is computed by dividing the NAVD 88
 EG0149.geopotential number by the normal gravity value computed on the
 EG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0149.degrees latitude (g = 980.6199 gals.).
 EG0149
 EG0149.The modeled gravity was interpolated from observed gravity values.
 EG0149
 EG0149;                    North         East    Units  Estimated Accuracy
 EG0149;SPC MS E     -   559,820.      352,110.      MT  (+/- 180 meters Scaled)
 EG0149
 EG0149                          SUPERSEDED SURVEY CONTROL
 EG0149
 EG0149  NGVD 29 (??/??/92)  157.981  (m)          518.31   (f) ADJ UNCH    2 0
 EG0149
 EG0149.Superseded values are not recommended for survey control.
 EG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0149.See file dsdata.txt to determine how the superseded data were derived.
 EG0149
 EG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD838235(NAD 83)
 EG0149_MARKER: DB = BENCH MARK DISK
 EG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0149_STAMPING: H 161 1944
 EG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0149+STABILITY: SURFACE MOTION
 EG0149
 EG0149  HISTORY     - Date     Condition        Report By
 EG0149  HISTORY     - 1944     MONUMENTED       CGS
 EG0149  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0149  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0149
 EG0149                          STATION DESCRIPTION
 EG0149
 EG0149'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0149'2.7 MI W FROM DENNIS.
 EG0149'ABOUT 2.7 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF STATE
 EG0149'HIGHWAY 25 AT DENNIS, TISHOMINGO COUNTY, ABOUT 0.2 MILE NORTHEAST OF A
 EG0149'FRAME HOUSE NORTHWEST OF THE ROAD, AT ABOUT THE TOP OF A SMALL HILL AT
 EG0149'THE SOUTHWEST EDGE OF A PINE FOREST, 29 FEET NORTHWEST OF THE
 EG0149'CENTERLINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, AND 2.2
 EG0149'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 EG0149'STAMPED H 161 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EG0149'ABOUT 0.3 FOOT ABOVE GROUND.
 EG0149
 EG0149                          STATION RECOVERY (1964)
 EG0149
 EG0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0025 ***********************************************************************
 EG0025  DESIGNATION -  H 163
 EG0025  PID         -  EG0025
 EG0025  STATE/COUNTY-  MS/TISHOMINGO
 EG0025  USGS QUAD   -  IUKA (1984)
 EG0025
 EG0025                         *CURRENT SURVEY CONTROL
 EG0025  ___________________________________________________________________
 EG0025* NAD 83(1986)-  34 49 34.     (N)    088 13 36.     (W)     SCALED    
 EG0025* NAVD 88     -       162.315  (meters)     532.53   (feet)  POSTED    
 EG0025  ___________________________________________________________________
 EG0025  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0025  DYNAMIC HT  -         162.160 (meters)     532.02  (feet)  COMP
 EG0025  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 EG0025
 EG0025  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EG0025
 EG0025.The horizontal coordinates were scaled from a topographic map and have
 EG0025.an estimated accuracy of +/- 6 seconds.
 EG0025
 EG0025.The orthometric height was determined by differential leveling
 EG0025.and adjusted by the  in 1992.
 EG0025.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EG0025.rate of 2.1 thru 3.0 mm/km.
 EG0025
 EG0025.The geoid height was determined by GEOID03.
 EG0025
 EG0025.The dynamic height is computed by dividing the NAVD 88
 EG0025.geopotential number by the normal gravity value computed on the
 EG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0025.degrees latitude (g = 980.6199 gals.).
 EG0025
 EG0025.The modeled gravity was interpolated from observed gravity values.
 EG0025
 EG0025;                    North         East    Units  Estimated Accuracy
 EG0025;SPC MS E     -   590,750.      355,500.      MT  (+/- 180 meters Scaled)
 EG0025
 EG0025                          SUPERSEDED SURVEY CONTROL
 EG0025
 EG0025  NGVD 29 (??/??/92)  162.316  (m)          532.53   (f) ADJ UNCH    1 2
 EG0025
 EG0025.Superseded values are not recommended for survey control.
 EG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0025.See file dsdata.txt to determine how the superseded data were derived.
 EG0025
 EG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD878544(NAD 83)
 EG0025_MARKER: DB = BENCH MARK DISK
 EG0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EG0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EG0025_STAMPING: H 163 1944
 EG0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0025
 EG0025  HISTORY     - Date     Condition        Report By
 EG0025  HISTORY     - 1944     MONUMENTED       CGS
 EG0025  HISTORY     - 1962     GOOD             MSHD
 EG0025  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0025  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0025
 EG0025                          STATION DESCRIPTION
 EG0025
 EG0025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0025'2.4 MI NW FROM IUKA.
 EG0025'FROM THE JUNCTION OF U. S. HIGHWAY 72 AND STATE HIGHWAY 25, GO NORTH
 EG0025'ON HIGHWAY 25 FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT,
 EG0025'WEST, AND GO 0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, SOUTH,
 EG0025'AND GO 0.1 MILE TO RAILROAD, CONTINUE ON GRAVEL ROAD FOR 1.3 MILES TO
 EG0025'A HOUSE ON THE LEFT AND A TRACK ROAD ON THE RIGHT, TURN RIGHT, NORTH,
 EG0025'AND FOLLOW TRACK ROAD FOR 0.7 MILE TO RAILROAD AND THE MARK AS
 EG0025'DESCRIBED.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG0025'EAST END OF THE SOUTH HEADWALL OF A CONCRETE PIPE, 0.1 MILE EAST OF
 EG0025'MILEPOST 439, 40 FEET SOUTH OF THE CENTER OF THE TRACK AND 20 FEET
 EG0025'BELOW THE LEVEL OF THE TRACK.
 EG0025
 EG0025                          STATION RECOVERY (1979)
 EG0025
 EG0025'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0025'MARK NOT FOUND.
 EG0025
 EG0025                          STATION RECOVERY (1982)
 EG0025
 EG0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0025'NOT RECOVERED, NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG OLD HIGHWAY
 EG0025'72.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0868 ***********************************************************************
 EG0868  DESIGNATION -  H 164
 EG0868  PID         -  EG0868
 EG0868  STATE/COUNTY-  MS/ALCORN
 EG0868  USGS QUAD   -  CORINTH (1982)
 EG0868
 EG0868                         *CURRENT SURVEY CONTROL
 EG0868  ___________________________________________________________________
 EG0868* NAD 83(1986)-  34 58 30.     (N)    088 34 17.     (W)     SCALED    
 EG0868* NAVD 88     -       137.118  (meters)     449.86   (feet)  ADJUSTED  
 EG0868  ___________________________________________________________________
 EG0868  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EG0868  DYNAMIC HT  -         136.988 (meters)     449.43  (feet)  COMP
 EG0868  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EG0868
 EG0868  VERT ORDER  -  FIRST     CLASS II
 EG0868
 EG0868.The horizontal coordinates were scaled from a topographic map and have
 EG0868.an estimated accuracy of +/- 6 seconds.
 EG0868
 EG0868.The orthometric height was determined by differential leveling
 EG0868.and adjusted in June 1991.
 EG0868
 EG0868.The geoid height was determined by GEOID03.
 EG0868
 EG0868.The dynamic height is computed by dividing the NAVD 88
 EG0868.geopotential number by the normal gravity value computed on the
 EG0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0868.degrees latitude (g = 980.6199 gals.).
 EG0868
 EG0868.The modeled gravity was interpolated from observed gravity values.
 EG0868
 EG0868;                    North         East    Units  Estimated Accuracy
 EG0868;SPC MS E     -   607,130.      323,920.      MT  (+/- 180 meters Scaled)
 EG0868
 EG0868                          SUPERSEDED SURVEY CONTROL
 EG0868
 EG0868  NGVD 29 (??/??/92)  137.10   (m)          449.8    (f) COMPUTED    1 2
 EG0868
 EG0868.Superseded values are not recommended for survey control.
 EG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0868.See file dsdata.txt to determine how the superseded data were derived.
 EG0868
 EG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD565713(NAD 83)
 EG0868_MARKER: DB = BENCH MARK DISK
 EG0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0868_STAMPING: H 164 1944
 EG0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0868+STABILITY: SURFACE MOTION
 EG0868
 EG0868  HISTORY     - Date     Condition        Report By
 EG0868  HISTORY     - 1944     MONUMENTED       CGS
 EG0868  HISTORY     - 1962     GOOD             MSHD
 EG0868  HISTORY     - 1978     GOOD             MSHD
 EG0868
 EG0868                          STATION DESCRIPTION
 EG0868
 EG0868'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0868'4.1 MI NW FROM CORINTH.
 EG0868'TO REACH FROM THE POST OFFICE IN WENASOGA, GO SOUTH ONE BLOCK, TURN
 EG0868'LEFT ON BLACK TOP ROAD AND GO 0.3 MILE TO A GRAVEL ROAD ON THE LEFT,
 EG0868'TURN LEFT, NORTH, AND FOLLOW WINDING GRAVEL ROAD FOR 1.1 MILES TO AN
 EG0868'OLD FIELD ROAD ON THE RIGHT AT THE TOP OF A SMALL HILL, TURN RIGHT,
 EG0868'SOUTH, AND GO 0.8 MILE TO THE RAILROAD AND THE MARK ON THE RIGHT. THE
 EG0868'MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST. IT IS
 EG0868'ABOUT 400 FEET SOUTHEAST OF MILEPOST 463, AT A FARM ROAD CROSSING, 37
 EG0868'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 30.4 FEET SOUTHWEST OF
 EG0868'THE CENTER LINE OF THE TRACK, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 EG0868'PROJECTS 8 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE
 EG0868'MARK.
 EG0868
 EG0868                          STATION RECOVERY (1978)
 EG0868
 EG0868'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0868'THE MARK IS LOCATED 3.9 MILES NORTHWEST OF CORINTH IN THE WEST ANGLE
 EG0868'OF THE CROSSING OF A PRIVATE ROAD WITH THE SOUTHERN RAILROAD TRACK,
 EG0868'1.3 MILES SOUTHEAST OF WENASOGA IN THE SOUTHWEST 1/4 OF SECTION 21, T
 EG0868'1S, R 7E. IT IS ABOUT 400 FEET SOUTHEAST OF MILEPOST 463, ABOUT 400
 EG0868'FEET NORTHWEST OF THE END OF A CURVE IN THE RAILROAD TRACK, 70 FEET
 EG0868'NORTHWEST OF A TELEPHONE POLE, 49 FEET WEST OF THE CENTER OF THE
 EG0868'PRIVATE ROAD CROSSING, 40 FEET NORTHWEST OF THE CENTER OF THE PRIVATE
 EG0868'ROAD, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF A
 EG0868'METAL WITNESS POST SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 EG0868'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 8 INCHES. TO
 EG0868'REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S. HIGHWAY 45 BYPASS
 EG0868'GO NORTH ON THE U.S. HIGHWAY 45 BYPASS FOR 1.4 MILES TO AN EXIT RAMP.
 EG0868'TURN RIGHT ONTO THE RAMP AND GO NORTHEAST FOR 0.1 MILE TO THE
 EG0868'INTERSECTION OF WENASOGA ROAD. TURN LEFT AND GO NORTHWEST ON WENASOGA
 EG0868'ROAD FOR 1.9 MILES TO A RAILROAD CROSSING. THENCE NORTHWEST ALONG THE
 EG0868'RAILROAD TRACK FOR ABOUT 0.7 MILE TO A PRIVATE ROAD CROSSING AND THE
 EG0868'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0105 ***********************************************************************
 EG0105  DESIGNATION -  H 165
 EG0105  PID         -  EG0105
 EG0105  STATE/COUNTY-  MS/TISHOMINGO
 EG0105  USGS QUAD   -  DOSKIE (1984)
 EG0105
 EG0105                         *CURRENT SURVEY CONTROL
 EG0105  ___________________________________________________________________
 EG0105* NAD 83(1986)-  34 59 26.     (N)    088 15 06.     (W)     SCALED    
 EG0105* NAVD 88     -       126.749  (meters)     415.84   (feet)  ADJUSTED  
 EG0105  ___________________________________________________________________
 EG0105  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0105  DYNAMIC HT  -         126.631 (meters)     415.46  (feet)  COMP
 EG0105  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 EG0105
 EG0105  VERT ORDER  -  FIRST     CLASS II
 EG0105
 EG0105.The horizontal coordinates were scaled from a topographic map and have
 EG0105.an estimated accuracy of +/- 6 seconds.
 EG0105
 EG0105.The orthometric height was determined by differential leveling
 EG0105.and adjusted in June 1991.
 EG0105
 EG0105.The geoid height was determined by GEOID03.
 EG0105
 EG0105.The dynamic height is computed by dividing the NAVD 88
 EG0105.geopotential number by the normal gravity value computed on the
 EG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0105.degrees latitude (g = 980.6199 gals.).
 EG0105
 EG0105.The modeled gravity was interpolated from observed gravity values.
 EG0105
 EG0105;                    North         East    Units  Estimated Accuracy
 EG0105;SPC MS E     -   608,980.      353,100.      MT  (+/- 180 meters Scaled)
 EG0105
 EG0105                          SUPERSEDED SURVEY CONTROL
 EG0105
 EG0105  NGVD 29 (??/??/92)  126.756  (m)          415.87   (f) ADJ UNCH    1 2
 EG0105
 EG0105.Superseded values are not recommended for survey control.
 EG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0105.See file dsdata.txt to determine how the superseded data were derived.
 EG0105
 EG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD857727(NAD 83)
 EG0105_MARKER: DB = BENCH MARK DISK
 EG0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0105_SP_SET: CULVERT
 EG0105_STAMPING: H 165 1944
 EG0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0105
 EG0105  HISTORY     - Date     Condition        Report By
 EG0105  HISTORY     - 1944     MONUMENTED       CGS
 EG0105  HISTORY     - 1979     GOOD             MSHD
 EG0105
 EG0105                          STATION DESCRIPTION
 EG0105
 EG0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0105'4.8 MI N FROM CROSS ROAD.
 EG0105'ABOUT 4.8 MILES NORTHERLY ALONG STATE HIGHWAY 25 FROM THE BAPTIST
 EG0105'CHURCH AT CROSS ROAD, AT A LARGE CONCRETE CULVERT, IN A HIGH FILL,
 EG0105'ABOUT 0.3 MILE SOUTH OF THE TENNESSEE - MISSISSIPPI STATE LINE, 30.0
 EG0105'FEET WEST OF AND ABOUT 12 FEET BELOW THE CENTER LINE OF THE HIGHWAY,
 EG0105'AND SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST WINGWALL OF THE
 EG0105'CULVERT.
 EG0105
 EG0105                          STATION RECOVERY (1979)
 EG0105
 EG0105'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0105'TO REACH FROM THE NORTH END OF HIGHWAY 25 BRIDGE OVER TENN-TOMBIG
 EG0105'WATERWAY GO NORTH ON HIGHWAY 25 FOR 5.15 MILES TO THE MARK ON THE
 EG0105'LEFT. IT IS 30 FEET WEST OF CENTERLINE OF HIGHWAY 25 IN THE SW CORNER
 EG0105'OF THE WEST HEADWALL OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0283 ***********************************************************************
 DJ0283  DESIGNATION -  H 166
 DJ0283  PID         -  DJ0283
 DJ0283  STATE/COUNTY-  MS/LOWNDES
 DJ0283  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0283
 DJ0283                         *CURRENT SURVEY CONTROL
 DJ0283  ___________________________________________________________________
 DJ0283* NAD 83(1986)-  33 35 19.     (N)    088 23 32.     (W)     SCALED    
 DJ0283* NAVD 88     -        61.122  (meters)     200.53   (feet)  ADJUSTED  
 DJ0283  ___________________________________________________________________
 DJ0283  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DJ0283  DYNAMIC HT  -          61.058 (meters)     200.32  (feet)  COMP
 DJ0283  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 DJ0283
 DJ0283  VERT ORDER  -  SECOND    CLASS 0
 DJ0283
 DJ0283.The horizontal coordinates were scaled from a topographic map and have
 DJ0283.an estimated accuracy of +/- 6 seconds.
 DJ0283
 DJ0283.The orthometric height was determined by differential leveling
 DJ0283.and adjusted in June 1991.
 DJ0283
 DJ0283.The geoid height was determined by GEOID03.
 DJ0283
 DJ0283.The dynamic height is computed by dividing the NAVD 88
 DJ0283.geopotential number by the normal gravity value computed on the
 DJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0283.degrees latitude (g = 980.6199 gals.).
 DJ0283
 DJ0283.The modeled gravity was interpolated from observed gravity values.
 DJ0283
 DJ0283;                    North         East    Units  Estimated Accuracy
 DJ0283;SPC MS E     -   453,410.      340,950.      MT  (+/- 180 meters Scaled)
 DJ0283
 DJ0283                          SUPERSEDED SURVEY CONTROL
 DJ0283
 DJ0283  NGVD 29 (??/??/92)   61.105  (m)          200.48   (f) ADJ UNCH    2 0
 DJ0283
 DJ0283.Superseded values are not recommended for survey control.
 DJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0283.See file dsdata.txt to determine how the superseded data were derived.
 DJ0283
 DJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC708174(NAD 83)
 DJ0283_MARKER: DB = BENCH MARK DISK
 DJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0283_STAMPING: H 166 1944
 DJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0283+STABILITY: SURFACE MOTION
 DJ0283
 DJ0283  HISTORY     - Date     Condition        Report By
 DJ0283  HISTORY     - 1944     MONUMENTED       CGS
 DJ0283
 DJ0283                          STATION DESCRIPTION
 DJ0283
 DJ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0283'6.8 MI N FROM COLUMBUS.
 DJ0283'6.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0283'STATION AT COLUMBUS, LOWNDES COUNTY, 2 POLES SOUTH OF POLE 641+15, AT
 DJ0283'A ROAD CROSSING, 48.4 FEET WEST OF THE CENTER LINE OF THE TRACK, 8.4
 DJ0283'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF THE
 DJ0283'RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST. A
 DJ0283'STANDARD DISK, STAMPED H 166 1944 AND SET IN THE TOP OF A CONCRETE
 DJ0283'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0526 ***********************************************************************
 CO0526  DESIGNATION -  H 168
 CO0526  PID         -  CO0526
 CO0526  STATE/COUNTY-  MS/LAUDERDALE
 CO0526  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0526
 CO0526                         *CURRENT SURVEY CONTROL
 CO0526  ___________________________________________________________________
 CO0526* NAD 83(1986)-  32 20 15.     (N)    088 44 34.     (W)     SCALED    
 CO0526* NAVD 88     -        90.340  (meters)     296.39   (feet)  ADJUSTED  
 CO0526  ___________________________________________________________________
 CO0526  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CO0526  DYNAMIC HT  -          90.234 (meters)     296.04  (feet)  COMP
 CO0526  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 CO0526
 CO0526  VERT ORDER  -  FIRST     CLASS I
 CO0526
 CO0526.The horizontal coordinates were scaled from a topographic map and have
 CO0526.an estimated accuracy of +/- 6 seconds.
 CO0526
 CO0526.The orthometric height was determined by differential leveling
 CO0526.and adjusted in June 1991.
 CO0526
 CO0526.The geoid height was determined by GEOID03.
 CO0526
 CO0526.The dynamic height is computed by dividing the NAVD 88
 CO0526.geopotential number by the normal gravity value computed on the
 CO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0526.degrees latitude (g = 980.6199 gals.).
 CO0526
 CO0526.The modeled gravity was interpolated from observed gravity values.
 CO0526
 CO0526;                    North         East    Units  Estimated Accuracy
 CO0526;SPC MS E     -   314,580.      308,530.      MT  (+/- 180 meters Scaled)
 CO0526
 CO0526                          SUPERSEDED SURVEY CONTROL
 CO0526
 CO0526  NGVD 29 (??/??/??)   90.328  (m)          296.35   (f) ADJUSTED    1 1
 CO0526
 CO0526.Superseded values are not recommended for survey control.
 CO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0526.See file dsdata.txt to determine how the superseded data were derived.
 CO0526
 CO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA359791(NAD 83)
 CO0526_MARKER: DB = BENCH MARK DISK
 CO0526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0526_SP_SET: BRICK PILLAR
 CO0526_STAMPING: H 168 1944
 CO0526_MARK LOGO: CGS   
 CO0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0526+STABILITY: SURFACE MOTION
 CO0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0526+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 CO0526
 CO0526  HISTORY     - Date     Condition        Report By
 CO0526  HISTORY     - 1944     MONUMENTED       CGS
 CO0526  HISTORY     - 1968     GOOD             NGS
 CO0526  HISTORY     - 1969     GOOD             NGS
 CO0526  HISTORY     - 1980     GOOD             LOCSUR
 CO0526  HISTORY     - 19900419 GOOD             MSHD
 CO0526
 CO0526                          STATION DESCRIPTION
 CO0526
 CO0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0526'4.7 MI SW FROM MERIDIAN.
 CO0526'ABOUT 1.05 MILES SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0526'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 2.7 MILES
 CO0526'WEST ALONG U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19, THENCE 0.95
 CO0526'MILE SOUTH ALONG U.S. HIGHWAY 11, IN SECTION 27, T 6 N, R 15 E, SET
 CO0526'VERTICALLY IN THE WEST FACE OF THE MORE WESTERLY OF TWO BRICK PILLARS
 CO0526'AT THE WEST ENTRANCE OF THE OLD ADMINISTRATION BUILDING WHICH IS NOW
 CO0526'OCCUPIED BY KEY BROTHERS FLYING SERVICE AND THE CIVIL DEFENSE AGENCY,
 CO0526'273 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF THE
 CO0526'CENTER OF THE WEST ENTRANCE TO THE BUILDING, 15.3 FEET WEST OF THE
 CO0526'WEST FACE OF THE MAIN PORTION OF THE BUILDING, AND ABOUT 3 FEET ABOVE
 CO0526'THE LEVEL OF A CONCRETE DRIVEWAY.
 CO0526
 CO0526                          STATION RECOVERY (1969)
 CO0526
 CO0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CO0526'RECOVERED IN GOOD CONDITION.
 CO0526
 CO0526                          STATION RECOVERY (1980)
 CO0526
 CO0526'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CO0526'RECOVERED IN GOOD CONDITION.
 CO0526
 CO0526                          STATION RECOVERY (1990)
 CO0526
 CO0526'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0526'MARK WAS FOUND AS RECOVERED IN 198O EXCEPT THE MARK IS IN THE NORTH
 CO0526'ONE OF TWO BRICK PILLARS. THE BUILDING IS NOW OCCUPIED BY
 CO0526'MILLER-WILLS AVIATION INC.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0676 ***********************************************************************
 BH0676  DESIGNATION -  H 17
 BH0676  PID         -  BH0676
 BH0676  STATE/COUNTY-  MS/HARRISON
 BH0676  USGS QUAD   -  WORTHAM (1983)
 BH0676
 BH0676                         *CURRENT SURVEY CONTROL
 BH0676  ___________________________________________________________________
 BH0676* NAD 83(1986)-  30 33 19.     (N)    089 07 54.     (W)     SCALED    
 BH0676* NAVD 88     -        24.72   (+/-2cm)      81.1    (feet)  VERTCON   
 BH0676  ___________________________________________________________________
 BH0676  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0676
 BH0676.The horizontal coordinates were scaled from a topographic map and have
 BH0676.an estimated accuracy of +/- 6 seconds.
 BH0676
 BH0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0676.The vertical order pertains to the NGVD 29 superseded value.
 BH0676
 BH0676.The geoid height was determined by GEOID03.
 BH0676
 BH0676;                    North         East    Units  Estimated Accuracy
 BH0676;SPC MS E     -   117,010.      271,380.      MT  (+/- 180 meters Scaled)
 BH0676
 BH0676                          SUPERSEDED SURVEY CONTROL
 BH0676
 BH0676  NGVD 29 (??/??/??)   24.713  (m)           81.08   (f) ADJUSTED    2 0
 BH0676
 BH0676.Superseded values are not recommended for survey control.
 BH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0676.See file dsdata.txt to determine how the superseded data were derived.
 BH0676
 BH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU955822(NAD 83)
 BH0676_MARKER: DB = BENCH MARK DISK
 BH0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0676_STAMPING: H 17 1934
 BH0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0676+STABILITY: SURFACE MOTION
 BH0676
 BH0676  HISTORY     - Date     Condition        Report By
 BH0676  HISTORY     - 1934     MONUMENTED       CGS
 BH0676  HISTORY     - 1972     POOR             MSHD
 BH0676  HISTORY     - 1980     MARK NOT FOUND   USGS
 BH0676
 BH0676                          STATION DESCRIPTION
 BH0676
 BH0676'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0676'5.6 MI S FROM SAUCIER.
 BH0676'THE MARK IS LOCATED 5.6 MILES SOUTH OF SAUCIER IN THE SOUTHEAST ANGLE
 BH0676'OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A PRIVATE
 BH0676'ROAD, 4.2 MILES NORTH OF LYMAN, 0.25 MILES NORTHWEST OF MILEPOST G 13,
 BH0676'0.1 MILES NORTHWEST OF A GRAVELED ROAD CROSSING IN THE NORTHWEST 1/4
 BH0676'OF SECTION 6, T 6S, R 11W.  IT IS 33.5 FEET NORTHEAST OF THE NORTHEAST
 BH0676'RAIL, 18 FEET SOUTHEAST OF THE CENTER OF THE PRIVATE ROAD, 15 FEET
 BH0676'SOUTHWEST OF THE CENTER OF A TRACK ROAD, 65 FEET EAST AND ACROSS THE
 BH0676'TRACK FROM POLE NO 5523, 47.5 FEET SOUTH OF A RAILROAD STOP SIGN, SET
 BH0676'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 BH0676'TRACK AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF
 BH0676'STATE HIGHWAY 53 AND U.S. HIGHWAY 49 AT LYMAN GO NORTH ON U.S. HIGHWAY
 BH0676'49 FOR 4 MILES TO THE JUNCTION OF U.S. FOREST ROAD NO 424 ON THE RIGHT
 BH0676'AND A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED
 BH0676'ROAD FOR 0.7 MILES TO THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 BH0676'TRACK.  THENCE NORTH ALONG THE RAILROAD TRACK FOR 0.1 MILES TO A
 BH0676'PRIVATE ROAD CROSSING AND THE MARK ON THE RIGHT.
 BH0676
 BH0676                          STATION RECOVERY (1980)
 BH0676
 BH0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BH0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0696 ***********************************************************************
 EG0696  DESIGNATION -  H 170
 EG0696  PID         -  EG0696
 EG0696  STATE/COUNTY-  MS/MONROE
 EG0696  USGS QUAD   -  NETTLETON (1992)
 EG0696
 EG0696                         *CURRENT SURVEY CONTROL
 EG0696  ___________________________________________________________________
 EG0696* NAD 83(1986)-  34 00 17.     (N)    088 30 20.     (W)     SCALED    
 EG0696* NAVD 88     -        65.096  (meters)     213.57   (feet)  ADJUSTED  
 EG0696  ___________________________________________________________________
 EG0696  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EG0696  DYNAMIC HT  -          65.029 (meters)     213.35  (feet)  COMP
 EG0696  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG0696
 EG0696  VERT ORDER  -  SECOND    CLASS 0
 EG0696
 EG0696.The horizontal coordinates were scaled from a topographic map and have
 EG0696.an estimated accuracy of +/- 6 seconds.
 EG0696
 EG0696.The orthometric height was determined by differential leveling
 EG0696.and adjusted in June 1991.
 EG0696
 EG0696.The geoid height was determined by GEOID03.
 EG0696
 EG0696.The dynamic height is computed by dividing the NAVD 88
 EG0696.geopotential number by the normal gravity value computed on the
 EG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0696.degrees latitude (g = 980.6199 gals.).
 EG0696
 EG0696.The modeled gravity was interpolated from observed gravity values.
 EG0696
 EG0696;                    North         East    Units  Estimated Accuracy
 EG0696;SPC MS E     -   499,520.      330,280.      MT  (+/- 180 meters Scaled)
 EG0696
 EG0696                          SUPERSEDED SURVEY CONTROL
 EG0696
 EG0696  NGVD 29 (??/??/92)   65.037  (m)          213.38   (f) ADJ UNCH    2 0
 EG0696
 EG0696.Superseded values are not recommended for survey control.
 EG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0696.See file dsdata.txt to determine how the superseded data were derived.
 EG0696
 EG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC609637(NAD 83)
 EG0696_MARKER: DB = BENCH MARK DISK
 EG0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0696_STAMPING: H 170 1946
 EG0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0696+STABILITY: SURFACE MOTION
 EG0696
 EG0696  HISTORY     - Date     Condition        Report By
 EG0696  HISTORY     - 1946     MONUMENTED       CGS
 EG0696  HISTORY     - 1963     GOOD             MSHD
 EG0696
 EG0696                          STATION DESCRIPTION
 EG0696
 EG0696'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0696'2.1 MI N FROM AMORY.
 EG0696'FROM THE NORTHEAST CORNER OF CITY PARK IN AMORY, GO NORTH ON STATE
 EG0696'HIGHWAY 25 FOR 1.1 MILES TO OLD HIGHWAY 6, TURN LEFT ON HIGHWAY 6 AND
 EG0696'GO 1.0 MILE TO THE MARK ON THE LEFT AT A WHITE HOUSE ON THE LEFT. THE
 EG0696'MARK IS A DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST. IT IS
 EG0696'48 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 50 FEET SOUTH
 EG0696'OF THE CENTER OF THE ROAD, 3 FEET EAST OF THE NORTHEAST CORNER OF A
 EG0696'GARDEN FENCE POST, ABOUT LEVEL WITH THE ROAD AND PROJECTS 6 INCHES. A
 EG0696'METAL WITNESS POST WAS SET 1.0 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1088 ***********************************************************************
 DJ1088  DESIGNATION -  H 172
 DJ1088  PID         -  DJ1088
 DJ1088  STATE/COUNTY-  MS/MONROE
 DJ1088  USGS QUAD   -  EGYPT (1965)
 DJ1088
 DJ1088                         *CURRENT SURVEY CONTROL
 DJ1088  ___________________________________________________________________
 DJ1088* NAD 83(1986)-  33 59 38.     (N)    088 41 04.     (W)     SCALED    
 DJ1088* NAVD 88     -        91.733  (meters)     300.96   (feet)  ADJUSTED  
 DJ1088  ___________________________________________________________________
 DJ1088  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DJ1088  DYNAMIC HT  -          91.640 (meters)     300.66  (feet)  COMP
 DJ1088  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DJ1088
 DJ1088  VERT ORDER  -  SECOND    CLASS 0
 DJ1088
 DJ1088.The horizontal coordinates were scaled from a topographic map and have
 DJ1088.an estimated accuracy of +/- 6 seconds.
 DJ1088
 DJ1088.The orthometric height was determined by differential leveling
 DJ1088.and adjusted in June 1991.
 DJ1088
 DJ1088.The geoid height was determined by GEOID03.
 DJ1088
 DJ1088.The dynamic height is computed by dividing the NAVD 88
 DJ1088.geopotential number by the normal gravity value computed on the
 DJ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1088.degrees latitude (g = 980.6199 gals.).
 DJ1088
 DJ1088.The modeled gravity was interpolated from observed gravity values.
 DJ1088
 DJ1088;                    North         East    Units  Estimated Accuracy
 DJ1088;SPC MS E     -   498,280.      313,760.      MT  (+/- 180 meters Scaled)
 DJ1088
 DJ1088                          SUPERSEDED SURVEY CONTROL
 DJ1088
 DJ1088  NGVD 29 (??/??/92)   91.669  (m)          300.75   (f) ADJ UNCH    2 0
 DJ1088
 DJ1088.Superseded values are not recommended for survey control.
 DJ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1088.See file dsdata.txt to determine how the superseded data were derived.
 DJ1088
 DJ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC444627(NAD 83)
 DJ1088_MARKER: DB = BENCH MARK DISK
 DJ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1088_STAMPING: H 172 1946
 DJ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1088+STABILITY: SURFACE MOTION
 DJ1088
 DJ1088  HISTORY     - Date     Condition        Report By
 DJ1088  HISTORY     - 1946     MONUMENTED       CGS
 DJ1088  HISTORY     - 1963     GOOD             MSHD
 DJ1088
 DJ1088                          STATION DESCRIPTION
 DJ1088
 DJ1088'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1088'3.8 MI E FROM OKOLONA.
 DJ1088'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 41 AND THE GM AND
 DJ1088'O RAILROAD, GO EAST ON HIGHWAY 41 FOR 3.3 MILES TO A GRAVEL SIDE ROAD,
 DJ1088'(OLD HIGHWAY 41) TURN RIGHT AND GO SOUTH 0.5 MILE TO THE MARK ON THE
 DJ1088'RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 DJ1088'POST.  IT IS 23.5 FEET WEST OF THE CENTER OF THE ROAD, 29 FEET
 DJ1088'NORTHEAST OF A POWERLINE POLE, 1.5 FEET WEST OF A FENCE, ABOUT LEVEL
 DJ1088'WITH THE GRAVEL ROAD AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS
 DJ1088'SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0737 ***********************************************************************
 EG0737  DESIGNATION -  H 173
 EG0737  PID         -  EG0737
 EG0737  STATE/COUNTY-  MS/MONROE
 EG0737  USGS QUAD   -  SHANNON (1979)
 EG0737
 EG0737                         *CURRENT SURVEY CONTROL
 EG0737  ___________________________________________________________________
 EG0737* NAD 83(1986)-  34 00 40.     (N)    088 37 54.     (W)     SCALED    
 EG0737* NAVD 88     -        96.749  (meters)     317.42   (feet)  ADJUSTED  
 EG0737  ___________________________________________________________________
 EG0737  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EG0737  DYNAMIC HT  -          96.651 (meters)     317.10  (feet)  COMP
 EG0737  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 EG0737
 EG0737  VERT ORDER  -  SECOND    CLASS 0
 EG0737
 EG0737.The horizontal coordinates were scaled from a topographic map and have
 EG0737.an estimated accuracy of +/- 6 seconds.
 EG0737
 EG0737.The orthometric height was determined by differential leveling
 EG0737.and adjusted in June 1991.
 EG0737
 EG0737.The geoid height was determined by GEOID03.
 EG0737
 EG0737.The dynamic height is computed by dividing the NAVD 88
 EG0737.geopotential number by the normal gravity value computed on the
 EG0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0737.degrees latitude (g = 980.6199 gals.).
 EG0737
 EG0737.The modeled gravity was interpolated from observed gravity values.
 EG0737
 EG0737;                    North         East    Units  Estimated Accuracy
 EG0737;SPC MS E     -   500,200.      318,630.      MT  (+/- 180 meters Scaled)
 EG0737
 EG0737                          SUPERSEDED SURVEY CONTROL
 EG0737
 EG0737  NGVD 29 (??/??/92)   96.687  (m)          317.21   (f) ADJ UNCH    2 0
 EG0737
 EG0737.Superseded values are not recommended for survey control.
 EG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0737.See file dsdata.txt to determine how the superseded data were derived.
 EG0737
 EG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC493645(NAD 83)
 EG0737_MARKER: DB = BENCH MARK DISK
 EG0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0737+STABILITY: SURFACE MOTION
 EG0737
 EG0737  HISTORY     - Date     Condition        Report By
 EG0737  HISTORY     - UNK      MONUMENTED       CGS
 EG0737  HISTORY     - 1963     MARK NOT FOUND   MSHD
 EG0737
 EG0737                          STATION DESCRIPTION
 EG0737
 EG0737'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0737'5.7 MI S FROM NETTLETON.
 EG0737'ABOUT 5.7 MILES SOUTH ALONG U. S. HIGHWAY 45E FROM THE POST OFFICE AT
 EG0737'NETTLETON, 1.0 MILE NORTH OF THE JUNCTION OF HIGHWAYS 45E AND 41, AT
 EG0737'THE T JUNCTION OF A ROAD LEADING EAST, 46 FEET EAST OF AND ABOUT LEVEL
 EG0737'WITH THE CENTERLINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTERLINE OF
 EG0737'THE T ROAD, 11 FEET NORTH OF A 18 INCH OAK TREE, 1.6 FEET SOUTH OF A
 EG0737'WHITE, WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 EG0737'CONCRETE POST, PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0350 ***********************************************************************
 EG0350  DESIGNATION -  H 175
 EG0350  PID         -  EG0350
 EG0350  STATE/COUNTY-  MS/ITAWAMBA
 EG0350  USGS QUAD   -  TREMONT (1992)
 EG0350
 EG0350                         *CURRENT SURVEY CONTROL
 EG0350  ___________________________________________________________________
 EG0350* NAD 83(1986)-  34 10 37.     (N)    088 16 49.     (W)     SCALED    
 EG0350* NAVD 88     -       109.370  (meters)     358.82   (feet)  ADJUSTED  
 EG0350  ___________________________________________________________________
 EG0350  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EG0350  DYNAMIC HT  -         109.259 (meters)     358.46  (feet)  COMP
 EG0350  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 EG0350
 EG0350  VERT ORDER  -  SECOND    CLASS 0
 EG0350
 EG0350.The horizontal coordinates were scaled from a topographic map and have
 EG0350.an estimated accuracy of +/- 6 seconds.
 EG0350
 EG0350.The orthometric height was determined by differential leveling
 EG0350.and adjusted in June 1991.
 EG0350
 EG0350.The geoid height was determined by GEOID03.
 EG0350
 EG0350.The dynamic height is computed by dividing the NAVD 88
 EG0350.geopotential number by the normal gravity value computed on the
 EG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0350.degrees latitude (g = 980.6199 gals.).
 EG0350
 EG0350.The modeled gravity was interpolated from observed gravity values.
 EG0350
 EG0350;                    North         East    Units  Estimated Accuracy
 EG0350;SPC MS E     -   518,710.      350,990.      MT  (+/- 180 meters Scaled)
 EG0350
 EG0350                          SUPERSEDED SURVEY CONTROL
 EG0350
 EG0350  NGVD 29 (??/??/92)  109.30   (m)          358.6    (f) COMPUTED    2 0
 EG0350
 EG0350.Superseded values are not recommended for survey control.
 EG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0350.See file dsdata.txt to determine how the superseded data were derived.
 EG0350
 EG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC820825(NAD 83)
 EG0350_MARKER: DB = BENCH MARK DISK
 EG0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0350_STAMPING: H 175 1946
 EG0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0350+STABILITY: SURFACE MOTION
 EG0350
 EG0350  HISTORY     - Date     Condition        Report By
 EG0350  HISTORY     - 1946     MONUMENTED       CGS
 EG0350  HISTORY     - 1962     GOOD             MSHD
 EG0350  HISTORY     - 1978     GOOD             MSHD
 EG0350
 EG0350                          STATION DESCRIPTION
 EG0350
 EG0350'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0350'5.3 MI SE FROM TREMONT.
 EG0350'TO REACH FROM THE MAIN CROSSROADS IN TREMONT, GO SOUTH ON A GRAVEL
 EG0350'ROAD (SMITHVILLE ROAD) 3.4 MILES TO A SMALL GROCERY STORE ON THE
 EG0350'RIGHT, CONTINUE AHEAD 0.6 MILE TO A GRAVEL ROAD RIGHT AND THE JIMS
 EG0350'CREEK FIRST ASBURY METHODIST CHURCH ON THE RIGHT, TURN RIGHT AND GO
 EG0350'WESTERLY ON THE GRAVEL ROAD LEADING TO TILDEN FOR 1.3 MILES TO A FARM
 EG0350'HOUSE AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF
 EG0350'A 6 INCH SQUARE CONCRETE POST.  IT IS 97 FEET WEST OF THE NORTHWEST
 EG0350'CORNER OF THE, 71 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 33 FEET
 EG0350'WEST-SOUTHWEST OF A WELL, 8 FEET NORTH OF A FENCE CORNER, ABOUT LEVEL
 EG0350'WITH THE ROAD AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS SET 1
 EG0350'FOOT NORTH OF THE MARK.
 EG0350
 EG0350                          STATION RECOVERY (1978)
 EG0350
 EG0350'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0350'THE MARK IS LOCATED 4.3 MILES SOUTH-SOUTHWEST OF TREMONT IN A GARDEN
 EG0350'PLOT JUST WEST OF THE DRIVEWAY TO MR. JAMES STEELES RESIDENCE, 4
 EG0350'MILES EAST OF TILDEN IN THE NORTHEAST CORNER OF SECTION 31, T 10S, R
 EG0350'10E. IT IS 94 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 71
 EG0350'FEET SOUTHEAST OF THE CENTER OF A PAVED ROAD, 42.5 FEET SOUTHWEST OF
 EG0350'A 24 INCH OAK, 35 FEET WEST OF THE CENTER OF AN ABANDONED WELL, 20
 EG0350'FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 17.5 FEET SOUTH OF THE
 EG0350'NORTH CORNER OF A GARDEN FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 EG0350'POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 EG0350'ROAD AND PROJECTS 3 INCHES. TO REACH FROM THE JUNCTION OF STATE
 EG0350'HIGHWAY 23 AND U.S. HIGHWAY 78 0.5 MILE EAST OF THE POST OFFICE IN
 EG0350'TREMONT GO SOUTH ON STATE HIGHWAY 23 FOR 3.8 MILES TO A CROSSROAD.
 EG0350'TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1.4 MILES TO A DRIVEWAY
 EG0350'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0479 ***********************************************************************
 DJ0479  DESIGNATION -  H 177
 DJ0479  PID         -  DJ0479
 DJ0479  STATE/COUNTY-  MS/NOXUBEE
 DJ0479  USGS QUAD   -  CLIFTONVILLE (1973)
 DJ0479
 DJ0479                         *CURRENT SURVEY CONTROL
 DJ0479  ___________________________________________________________________
 DJ0479* NAD 83(1986)-  33 07 58.     (N)    088 24 04.     (W)     SCALED    
 DJ0479* NAVD 88     -        66.229  (meters)     217.29   (feet)  ADJUSTED  
 DJ0479  ___________________________________________________________________
 DJ0479  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DJ0479  DYNAMIC HT  -          66.156 (meters)     217.05  (feet)  COMP
 DJ0479  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DJ0479
 DJ0479  VERT ORDER  -  SECOND    CLASS 0
 DJ0479
 DJ0479.The horizontal coordinates were scaled from a topographic map and have
 DJ0479.an estimated accuracy of +/- 6 seconds.
 DJ0479
 DJ0479.The orthometric height was determined by differential leveling
 DJ0479.and adjusted in June 1991.
 DJ0479
 DJ0479.The geoid height was determined by GEOID03.
 DJ0479
 DJ0479.The dynamic height is computed by dividing the NAVD 88
 DJ0479.geopotential number by the normal gravity value computed on the
 DJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0479.degrees latitude (g = 980.6199 gals.).
 DJ0479
 DJ0479.The modeled gravity was interpolated from observed gravity values.
 DJ0479
 DJ0479;                    North         East    Units  Estimated Accuracy
 DJ0479;SPC MS E     -   402,850.      340,330.      MT  (+/- 180 meters Scaled)
 DJ0479
 DJ0479                          SUPERSEDED SURVEY CONTROL
 DJ0479
 DJ0479  NGVD 29 (??/??/92)   66.194  (m)          217.17   (f) ADJ UNCH    2 0
 DJ0479
 DJ0479.Superseded values are not recommended for survey control.
 DJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0479.See file dsdata.txt to determine how the superseded data were derived.
 DJ0479
 DJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB693668(NAD 83)
 DJ0479_MARKER: DB = BENCH MARK DISK
 DJ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0479_STAMPING: H 177 1946
 DJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0479+STABILITY: SURFACE MOTION
 DJ0479
 DJ0479  HISTORY     - Date     Condition        Report By
 DJ0479  HISTORY     - 1946     MONUMENTED       CGS
 DJ0479  HISTORY     - 1963     GOOD             MSHD
 DJ0479
 DJ0479                          STATION DESCRIPTION
 DJ0479
 DJ0479'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0479'1.50 MI SW FROM PRAIRIE POINT.
 DJ0479'TO REACH THE MARK FROM THE POST OFFICE AT PRAIRIE POINT, GO WEST 0.55
 DJ0479'MILE TO A SIDE ROAD LEFT, TURN LEFT, SOUTH AND GO 0.95 MILE TO THE
 DJ0479'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH
 DJ0479'SQUARE CONCRETE POST.  IT IS ABOUT 225 FEET NORTH OF A CULVERT, 20
 DJ0479'FEET EAST OF THE CENTER OF THE ROAD, 2 FEET SOUTHEAST OF A FENCE
 DJ0479'CORNER, ABOUT LEVEL WITH THE ROAD, AND PROJECTS 8 INCHES.  A METAL
 DJ0479'WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0024 ***********************************************************************
 DJ0024  DESIGNATION -  H 179
 DJ0024  PID         -  DJ0024
 DJ0024  STATE/COUNTY-  MS/MONROE
 DJ0024  USGS QUAD   -  AMORY SW (1992)
 DJ0024
 DJ0024                         *CURRENT SURVEY CONTROL
 DJ0024  ___________________________________________________________________
 DJ0024* NAD 83(1986)-  33 47 51.     (N)    088 25 51.     (W)     SCALED    
 DJ0024* NAVD 88     -       104.780  (meters)     343.77   (feet)  ADJUSTED  
 DJ0024  ___________________________________________________________________
 DJ0024  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0024  DYNAMIC HT  -         104.673 (meters)     343.41  (feet)  COMP
 DJ0024  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 DJ0024
 DJ0024  VERT ORDER  -  SECOND    CLASS 0
 DJ0024
 DJ0024.The horizontal coordinates were scaled from a topographic map and have
 DJ0024.an estimated accuracy of +/- 6 seconds.
 DJ0024
 DJ0024.The orthometric height was determined by differential leveling
 DJ0024.and adjusted in June 1991.
 DJ0024
 DJ0024.The geoid height was determined by GEOID03.
 DJ0024
 DJ0024.The dynamic height is computed by dividing the NAVD 88
 DJ0024.geopotential number by the normal gravity value computed on the
 DJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0024.degrees latitude (g = 980.6199 gals.).
 DJ0024
 DJ0024.The modeled gravity was interpolated from observed gravity values.
 DJ0024
 DJ0024;                    North         East    Units  Estimated Accuracy
 DJ0024;SPC MS E     -   476,560.      337,270.      MT  (+/- 180 meters Scaled)
 DJ0024
 DJ0024                          SUPERSEDED SURVEY CONTROL
 DJ0024
 DJ0024  NGVD 29 (??/??/92)  104.742  (m)          343.64   (f) ADJ UNCH    2 0
 DJ0024
 DJ0024.Superseded values are not recommended for survey control.
 DJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0024.See file dsdata.txt to determine how the superseded data were derived.
 DJ0024
 DJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC675406(NAD 83)
 DJ0024_MARKER: DB = BENCH MARK DISK
 DJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0024_STAMPING: H 179 1946
 DJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0024+STABILITY: SURFACE MOTION
 DJ0024
 DJ0024  HISTORY     - Date     Condition        Report By
 DJ0024  HISTORY     - 1946     MONUMENTED       CGS
 DJ0024  HISTORY     - 1963     GOOD             MSHD
 DJ0024  HISTORY     - 1964     MARK NOT FOUND   USGS
 DJ0024
 DJ0024                          STATION DESCRIPTION
 DJ0024
 DJ0024'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0024'7.2 MI SE FROM ABERDEEN.
 DJ0024'TO REACH FROM THE POST OFFICE IN ABERDEEN GO SOUTHEAST ON U. S.
 DJ0024'HIGHWAY 45 FOR 4.9 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST AND GO
 DJ0024'2.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 DJ0024'OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 130 FEET WEST OF THE CENTER
 DJ0024'OF A ROAD LEADING SOUTH, 102 FEET SOUTHEAST OF THE INTERSECTION OF THE
 DJ0024'MAIN ROAD AND A PRIVATE DRIVEWAY, 37 FEET NORTH OF THE CENTER OF THE
 DJ0024'DRIVEWAY, 29 FEET SOUTH OF THE CENTER OF THE MAIN ROAD, ABOUT LEVEL
 DJ0024'WITH THE MAIN ROAD AND PROJECTS 8 INCHES.  A METAL WITNESS POST WAS
 DJ0024'SET 1.0 FOOT NORTH OF THE MARK..
 DJ0024
 DJ0024                          STATION RECOVERY (1964)
 DJ0024
 DJ0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DJ0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1049 ***********************************************************************
 DJ1049  DESIGNATION -  H 180
 DJ1049  PID         -  DJ1049
 DJ1049  STATE/COUNTY-  MS/CLAY
 DJ1049  USGS QUAD   -  STRONG (1987)
 DJ1049
 DJ1049                         *CURRENT SURVEY CONTROL
 DJ1049  ___________________________________________________________________
 DJ1049* NAD 83(1986)-  33 39 55.     (N)    088 31 28.     (W)     SCALED    
 DJ1049* NAVD 88     -        77.326  (meters)     253.69   (feet)  ADJUSTED  
 DJ1049  ___________________________________________________________________
 DJ1049  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DJ1049  DYNAMIC HT  -          77.246 (meters)     253.43  (feet)  COMP
 DJ1049  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 DJ1049
 DJ1049  VERT ORDER  -  SECOND    CLASS 0
 DJ1049
 DJ1049.The horizontal coordinates were scaled from a topographic map and have
 DJ1049.an estimated accuracy of +/- 6 seconds.
 DJ1049
 DJ1049.The orthometric height was determined by differential leveling
 DJ1049.and adjusted in June 1991.
 DJ1049
 DJ1049.The geoid height was determined by GEOID03.
 DJ1049
 DJ1049.The dynamic height is computed by dividing the NAVD 88
 DJ1049.geopotential number by the normal gravity value computed on the
 DJ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1049.degrees latitude (g = 980.6199 gals.).
 DJ1049
 DJ1049.The modeled gravity was interpolated from observed gravity values.
 DJ1049
 DJ1049;                    North         East    Units  Estimated Accuracy
 DJ1049;SPC MS E     -   461,870.      328,650.      MT  (+/- 180 meters Scaled)
 DJ1049
 DJ1049                          SUPERSEDED SURVEY CONTROL
 DJ1049
 DJ1049  NGVD 29 (??/??/92)   77.300  (m)          253.61   (f) ADJ UNCH    2 0
 DJ1049
 DJ1049.Superseded values are not recommended for survey control.
 DJ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1049.See file dsdata.txt to determine how the superseded data were derived.
 DJ1049
 DJ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC586260(NAD 83)
 DJ1049_MARKER: DB = BENCH MARK DISK
 DJ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1049_STAMPING: H 180 1946
 DJ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1049+STABILITY: SURFACE MOTION
 DJ1049
 DJ1049  HISTORY     - Date     Condition        Report By
 DJ1049  HISTORY     - 1946     MONUMENTED       CGS
 DJ1049  HISTORY     - 1963     GOOD             MSHD
 DJ1049  HISTORY     - 1980     GOOD             MSHD
 DJ1049
 DJ1049                          STATION DESCRIPTION
 DJ1049
 DJ1049'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1049'6.7 MI SE FROM STRONGS.
 DJ1049'TO REACH FROM THE POST OFFICE AT STRONG, GO EAST ON A GRAVEL ROAD 4.5
 DJ1049'MILES TO A T INTERSECTION, TURN RIGHT, SOUTH, AND GO 2.2 MILES ALONG
 DJ1049'THE BARTONS FERRY LANDING ROAD TO THE MARK ON THE RIGHT.  THE MARK IS
 DJ1049'A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 22
 DJ1049'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 1.5 FEET NORTHEAST OF A WIRE
 DJ1049'FENCE, ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS 4 INCHES. A METAL
 DJ1049'WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 DJ1049
 DJ1049                          STATION RECOVERY (1980)
 DJ1049
 DJ1049'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1049'TO REACH FROM THE INTERSECTION OF HWYS 45 A AND 50 IN WEST POINT GO E
 DJ1049'ON HWY 50 FOR 3.5 MIILES TO A CROSSROAD, TURN LEFT N ON PAVED ROAD
 DJ1049'AND GO 2 MILES TO A PAVED SIDE ROAD LEFT AT A SHARP CURVE TO RIGHT
 DJ1049'CONTINUE E ON MAIN PAVED ROAD FOR 4.5 MILES TO A CROSS ROAD GRAVEL
 DJ1049'TURN LEFT N AND GO 2.1 MILES TO MARK ON THE LEFT IT IS 34 FEET S OF
 DJ1049'DRIVEWAY TO CULTIVATED FIELD, 24 FT W CENTER OF GRAVEL ROAD, 10 FEET
 DJ1049'SSW OF 30 INCH BUM TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0314 ***********************************************************************
 DJ0314  DESIGNATION -  H 181
 DJ0314  PID         -  DJ0314
 DJ0314  STATE/COUNTY-  MS/LOWNDES
 DJ0314  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0314
 DJ0314                         *CURRENT SURVEY CONTROL
 DJ0314  ___________________________________________________________________
 DJ0314* NAD 83(1986)-  33 30 55.     (N)    088 22 49.     (W)     SCALED    
 DJ0314* NAVD 88     -        53.498  (meters)     175.52   (feet)  ADJUSTED  
 DJ0314  ___________________________________________________________________
 DJ0314  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0314  DYNAMIC HT  -          53.441 (meters)     175.33  (feet)  COMP
 DJ0314  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DJ0314
 DJ0314  VERT ORDER  -  SECOND    CLASS 0
 DJ0314
 DJ0314.The horizontal coordinates were scaled from a topographic map and have
 DJ0314.an estimated accuracy of +/- 6 seconds.
 DJ0314
 DJ0314.The orthometric height was determined by differential leveling
 DJ0314.and adjusted in June 1991.
 DJ0314
 DJ0314.The geoid height was determined by GEOID03.
 DJ0314
 DJ0314.The dynamic height is computed by dividing the NAVD 88
 DJ0314.geopotential number by the normal gravity value computed on the
 DJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0314.degrees latitude (g = 980.6199 gals.).
 DJ0314
 DJ0314.The modeled gravity was interpolated from observed gravity values.
 DJ0314
 DJ0314;                    North         East    Units  Estimated Accuracy
 DJ0314;SPC MS E     -   445,280.      342,090.      MT  (+/- 180 meters Scaled)
 DJ0314
 DJ0314                          SUPERSEDED SURVEY CONTROL
 DJ0314
 DJ0314  NGVD 29 (??/??/92)   53.48   (m)          175.5    (f) COMPUTED    2 0
 DJ0314
 DJ0314.Superseded values are not recommended for survey control.
 DJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0314.See file dsdata.txt to determine how the superseded data were derived.
 DJ0314
 DJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC718092(NAD 83)
 DJ0314_MARKER: DB = BENCH MARK DISK
 DJ0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0314_SP_SET: FOUNDATION
 DJ0314_STAMPING: H 181 1946
 DJ0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0314
 DJ0314  HISTORY     - Date     Condition        Report By
 DJ0314  HISTORY     - 1946     MONUMENTED       CGS
 DJ0314
 DJ0314                          STATION DESCRIPTION
 DJ0314
 DJ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0314'2.2 MI NE FROM COLUMBUS.
 DJ0314'ABOUT 2.2 MILES NORTHEAST ALONG THE WATER WORKS ROAD FROM THE FRISCO
 DJ0314'RAILROAD STATION AT COLUMBUS, AT THE MASONIC AIR FIELD, AT THE
 DJ0314'NORTHWEST CORNER OF THE HANGER, 4 FEET NORTHEAST OF A SIDEWALK LEADING
 DJ0314'TO THE HANGER, 4 FEET WEST OF A POST WITH A LIGHT METER ON IT, 0.9
 DJ0314'FOOT NORTHEAST OF THE NORTHWEST CORNER OF THE HANGER.  A DISK SET IN
 DJ0314'THE CONCRETE FOUNDATION OF THE HANGER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0315 ***********************************************************************
 DJ0315  DESIGNATION -  H 181 RESET 1959
 DJ0315  PID         -  DJ0315
 DJ0315  STATE/COUNTY-  MS/LOWNDES
 DJ0315  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0315
 DJ0315                         *CURRENT SURVEY CONTROL
 DJ0315  ___________________________________________________________________
 DJ0315* NAD 83(1986)-  33 30 56.     (N)    088 22 49.     (W)     SCALED    
 DJ0315* NAVD 88     -        53.212  (meters)     174.58   (feet)  ADJUSTED  
 DJ0315  ___________________________________________________________________
 DJ0315  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0315  DYNAMIC HT  -          53.156 (meters)     174.40  (feet)  COMP
 DJ0315  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DJ0315
 DJ0315  VERT ORDER  -  SECOND    CLASS 0
 DJ0315
 DJ0315.The horizontal coordinates were scaled from a topographic map and have
 DJ0315.an estimated accuracy of +/- 6 seconds.
 DJ0315
 DJ0315.The orthometric height was determined by differential leveling
 DJ0315.and adjusted in June 1991.
 DJ0315
 DJ0315.The geoid height was determined by GEOID03.
 DJ0315
 DJ0315.The dynamic height is computed by dividing the NAVD 88
 DJ0315.geopotential number by the normal gravity value computed on the
 DJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0315.degrees latitude (g = 980.6199 gals.).
 DJ0315
 DJ0315.The modeled gravity was interpolated from observed gravity values.
 DJ0315
 DJ0315;                    North         East    Units  Estimated Accuracy
 DJ0315;SPC MS E     -   445,310.      342,090.      MT  (+/- 180 meters Scaled)
 DJ0315
 DJ0315                          SUPERSEDED SURVEY CONTROL
 DJ0315
 DJ0315  NGVD 29 (??/??/92)   53.173  (m)          174.45   (f) ADJ UNCH    2 0
 DJ0315
 DJ0315.Superseded values are not recommended for survey control.
 DJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0315.See file dsdata.txt to determine how the superseded data were derived.
 DJ0315
 DJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC718092(NAD 83)
 DJ0315_MARKER: DB = BENCH MARK DISK
 DJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0315_STAMPING: H 181 RESET 1959
 DJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0315+STABILITY: SURFACE MOTION
 DJ0315
 DJ0315  HISTORY     - Date     Condition        Report By
 DJ0315  HISTORY     - 1959     MONUMENTED       CGS
 DJ0315  HISTORY     - 1964     GOOD             MSHD
 DJ0315
 DJ0315                          STATION DESCRIPTION
 DJ0315
 DJ0315'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0315'IN COLUMBUS.
 DJ0315'TO REACH FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION IN COLUMBUS
 DJ0315'GO NORTHEAST ON THE WATERWORKS ROAD (STATE HIGHWAY 50) 2.2 MILES TO
 DJ0315'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 10 INCH
 DJ0315'ROUND, CONCRETE POST, 113 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DJ0315'BRICK HOUSE, 92 FEET SOUTHWEST OF A POWER LINE POLE, 23 FEET WEST OF
 DJ0315'THE CENTER OF A STREET, 1.0 FOOT EAST OF A POWERLINE POLE, IN LINE
 DJ0315'WITH A ROW OF POLES ABOUT LEVEL WITH THE STREET AND FLUSH WITH THE
 DJ0315'GROUND.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0786 ***********************************************************************
 DJ0786  DESIGNATION -  H 182
 DJ0786  PID         -  DJ0786
 DJ0786  STATE/COUNTY-  MS/LOWNDES
 DJ0786  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0786
 DJ0786                         *CURRENT SURVEY CONTROL
 DJ0786  ___________________________________________________________________
 DJ0786* NAD 83(1986)-  33 22 01.     (N)    088 34 27.     (W)     SCALED    
 DJ0786* NAVD 88     -        74.145  (meters)     243.26   (feet)  POSTED    
 DJ0786  ___________________________________________________________________
 DJ0786  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DJ0786  DYNAMIC HT  -          74.060 (meters)     242.98  (feet)  COMP
 DJ0786  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DJ0786
 DJ0786  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DJ0786
 DJ0786.The horizontal coordinates were scaled from a topographic map and have
 DJ0786.an estimated accuracy of +/- 6 seconds.
 DJ0786
 DJ0786.The orthometric height was determined by differential leveling
 DJ0786.and adjusted by the  in 1992.
 DJ0786.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DJ0786.rate of 4.1 thru 8.0 mm/km.
 DJ0786
 DJ0786.The geoid height was determined by GEOID03.
 DJ0786
 DJ0786.The dynamic height is computed by dividing the NAVD 88
 DJ0786.geopotential number by the normal gravity value computed on the
 DJ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0786.degrees latitude (g = 980.6199 gals.).
 DJ0786
 DJ0786.The modeled gravity was interpolated from observed gravity values.
 DJ0786
 DJ0786;                    North         East    Units  Estimated Accuracy
 DJ0786;SPC MS E     -   428,760.      324,120.      MT  (+/- 180 meters Scaled)
 DJ0786
 DJ0786                          SUPERSEDED SURVEY CONTROL
 DJ0786
 DJ0786  NGVD 29 (??/??/92)   74.115  (m)          243.16   (f) ADJ UNCH    2 0
 DJ0786
 DJ0786.Superseded values are not recommended for survey control.
 DJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0786.See file dsdata.txt to determine how the superseded data were derived.
 DJ0786
 DJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB535930(NAD 83)
 DJ0786_MARKER: DB = BENCH MARK DISK
 DJ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0786_STAMPING: H 182 1946
 DJ0786_MARK LOGO: CGS   
 DJ0786_PROJECTION: PROJECTING 4 CENTIMETERS
 DJ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0786+STABILITY: SURFACE MOTION
 DJ0786
 DJ0786  HISTORY     - Date     Condition        Report By
 DJ0786  HISTORY     - 1946     MONUMENTED       CGS
 DJ0786  HISTORY     - 1963     GOOD             MSHD
 DJ0786  HISTORY     - 1983     GOOD             NGS
 DJ0786
 DJ0786                          STATION DESCRIPTION
 DJ0786
 DJ0786'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0786'4.95 MI NE FROM PENN.
 DJ0786'TO REACH FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN PENN, GO
 DJ0786'NORTH ALONG A GRAVEL ROAD 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 DJ0786'EAST, AND GO 2.7 MILES TO A CROSSROAD AND THE PERRY GROVE CHURCH ON
 DJ0786'THE RIGHT, CONTINUE AHEAD, EAST, 1.15 MILES TO A WHITE HOUSE AND THE
 DJ0786'MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH
 DJ0786'SQUARE CONCRETE POST.  IT IS 103 FEET WEST OF THE CENTER OF THE FRONT
 DJ0786'YARD GATE, 74 FEET EAST OF A POWER POLE, 51 FEET SOUTH OF THE CENTER
 DJ0786'LINE OF THE ROAD, 155 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DJ0786'WHITE HOUSE, 24 FEET WEST OF THE CENTER OF A WIRE GATE, 1 FOOT ABOVE
 DJ0786'THE LEVEL OF THE ROAD, AND PROJECTS 4 INCHES.  A METAL WITNESS POST
 DJ0786'WAS SET 1.0 FOOT NORTH OF THE MARK.
 DJ0786
 DJ0786                          STATION RECOVERY (1983)
 DJ0786
 DJ0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0786'RECOVERED IN GOOD CONDITION.  OLD RAILROAD STATION IS GONE.  NEW
 DJ0786'DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) EAST ALONG A BLACKTOP STREET
 DJ0786'FROM THE POST OFFICE IN CRAWFORD, THENCE 7.2 KM (4.5 MI) NORTHWEST
 DJ0786'ALONG U.S. HIGHWAY 45 ALTERNATE, THENCE 0.4 KM (0.25 MI) EAST ALONG A
 DJ0786'PAVED ROAD TO THE GUARD GATE AT THE TXI CEMENT COMPANY (GET PERMISSION
 DJ0786'FROM THE SUPERINTENDENT THROUGH THE GUARD ATTENDENT), THENCE 0.4 KM
 DJ0786'(0.25 MI) EAST AND NORTHEAST ALONG A PAVED THEN GRAVELED ROAD (PASSING
 DJ0786'UNDER THE EAST END OF A METAL COVERED CONVEYOR BELT), THENCE 0.4 KM
 DJ0786'(0.25 MI) NORTH ALONG A GRAVELED ROAD, THENCE 5.6 KM (3.45 MI) EAST
 DJ0786'ALONG THE GRAVELED ROAD, AT THE IKE FRANKLIN HOME, 43.89 METERS
 DJ0786'(144.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE IKE FRANKLIN
 DJ0786'HOUSE, 30.78 METERS (101.0 FT) WEST OF THE NORTH END AND WEST EDGE OF
 DJ0786'THE SIDEWALK TO THE NORTH ENTRANCE TO THE HOUSE, 22.55 METERS
 DJ0786'(74.0 FT) EAST OF A POWERLINE POLE, AND 15.54 METERS (51.0 FT) SOUTH
 DJ0786'OF THE CENTER OF A ROAD.  NOT LEVELED TO AT THIS TIME.
 DJ0786'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DJ0786'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0008 ***********************************************************************
 CO0008  DESIGNATION -  H 183
 CO0008  PID         -  CO0008
 CO0008  STATE/COUNTY-  MS/KEMPER
 CO0008  USGS QUAD   -  PORTERVILLE (1987)
 CO0008
 CO0008                         *CURRENT SURVEY CONTROL
 CO0008  ___________________________________________________________________
 CO0008* NAD 83(1986)-  32 38 42.     (N)    088 27 46.     (W)     SCALED    
 CO0008* NAVD 88     -        55.046  (meters)     180.60   (feet)  ADJUSTED  
 CO0008  ___________________________________________________________________
 CO0008  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CO0008  DYNAMIC HT  -          54.982 (meters)     180.39  (feet)  COMP
 CO0008  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CO0008
 CO0008  VERT ORDER  -  FIRST     CLASS II
 CO0008
 CO0008.The horizontal coordinates were scaled from a topographic map and have
 CO0008.an estimated accuracy of +/- 6 seconds.
 CO0008
 CO0008.The orthometric height was determined by differential leveling
 CO0008.and adjusted in June 1991.
 CO0008
 CO0008.The geoid height was determined by GEOID03.
 CO0008
 CO0008.The dynamic height is computed by dividing the NAVD 88
 CO0008.geopotential number by the normal gravity value computed on the
 CO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0008.degrees latitude (g = 980.6199 gals.).
 CO0008
 CO0008.The modeled gravity was interpolated from observed gravity values.
 CO0008
 CO0008;                    North         East    Units  Estimated Accuracy
 CO0008;SPC MS E     -   348,730.      334,770.      MT  (+/- 180 meters Scaled)
 CO0008
 CO0008                          SUPERSEDED SURVEY CONTROL
 CO0008
 CO0008  NGVD 29 (??/??/92)   55.028  (m)          180.54   (f) ADJ UNCH    1 2
 CO0008
 CO0008.Superseded values are not recommended for survey control.
 CO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0008.See file dsdata.txt to determine how the superseded data were derived.
 CO0008
 CO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB628128(NAD 83)
 CO0008_MARKER: DB = BENCH MARK DISK
 CO0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0008_SP_SET: PIER
 CO0008_STAMPING: H 183 1946
 CO0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0008
 CO0008  HISTORY     - Date     Condition        Report By
 CO0008  HISTORY     - 1946     MONUMENTED       CGS
 CO0008  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0008
 CO0008                          STATION DESCRIPTION
 CO0008
 CO0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0008'0.7 MI N FROM ENONDALE.
 CO0008'0.7 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 CO0008'STATION AT ENONDALE, KEMPER COUNTY, AT BRIDGE NO. 162.87 OVER
 CO0008'SUCARNOCHEE CREEK, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 CO0008'PIER, 7 FEET EAST OF THE EAST RAIL, AND ABOUT 6 FEET LOWER THAN THE
 CO0008'TRACK.
 CO0008
 CO0008                          STATION RECOVERY (1983)
 CO0008
 CO0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0008'NOT RECOVERED, NOT SEARCHED FOR, INACCESSIBLE THIS DATE.  NOTE,
 CO0008'RECOVERY BY LEONARD L. BERGMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0470 ***********************************************************************
 DJ0470  DESIGNATION -  H 184
 DJ0470  PID         -  DJ0470
 DJ0470  STATE/COUNTY-  MS/NOXUBEE
 DJ0470  USGS QUAD   -  MACON (1982)
 DJ0470
 DJ0470                         *CURRENT SURVEY CONTROL
 DJ0470  ___________________________________________________________________
 DJ0470* NAD 83(1986)-  33 00 32.     (N)    088 31 03.     (W)     SCALED    
 DJ0470* NAVD 88     -        62.599  (meters)     205.38   (feet)  ADJUSTED  
 DJ0470  ___________________________________________________________________
 DJ0470  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DJ0470  DYNAMIC HT  -          62.530 (meters)     205.15  (feet)  COMP
 DJ0470  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 DJ0470
 DJ0470  VERT ORDER  -  SECOND    CLASS 0
 DJ0470
 DJ0470.The horizontal coordinates were scaled from a topographic map and have
 DJ0470.an estimated accuracy of +/- 6 seconds.
 DJ0470
 DJ0470.The orthometric height was determined by differential leveling
 DJ0470.and adjusted in June 1991.
 DJ0470
 DJ0470.The geoid height was determined by GEOID03.
 DJ0470
 DJ0470.The dynamic height is computed by dividing the NAVD 88
 DJ0470.geopotential number by the normal gravity value computed on the
 DJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0470.degrees latitude (g = 980.6199 gals.).
 DJ0470
 DJ0470.The modeled gravity was interpolated from observed gravity values.
 DJ0470
 DJ0470;                    North         East    Units  Estimated Accuracy
 DJ0470;SPC MS E     -   389,070.      329,510.      MT  (+/- 180 meters Scaled)
 DJ0470
 DJ0470                          SUPERSEDED SURVEY CONTROL
 DJ0470
 DJ0470  NGVD 29 (??/??/92)   62.552  (m)          205.22   (f) ADJ UNCH    2 0
 DJ0470
 DJ0470.Superseded values are not recommended for survey control.
 DJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0470.See file dsdata.txt to determine how the superseded data were derived.
 DJ0470
 DJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB582532(NAD 83)
 DJ0470_MARKER: DB = BENCH MARK DISK
 DJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0470_STAMPING: H 184 1946
 DJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0470+STABILITY: SURFACE MOTION
 DJ0470
 DJ0470  HISTORY     - Date     Condition        Report By
 DJ0470  HISTORY     - 1946     MONUMENTED       CGS
 DJ0470  HISTORY     - 1963     GOOD             MSHD
 DJ0470
 DJ0470                          STATION DESCRIPTION
 DJ0470
 DJ0470'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0470'4.1 MI NE FROM SHUQUALAK.
 DJ0470'TO REACH THE MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STATION IN
 DJ0470'SHUQUALAK, GO EAST ON THE ROAD TO PAULETTE 0.6 MILE TO U. S. HIGHWAY
 DJ0470'45, CONTINUE EAST AND NORTHEAST 3.5 MILES TO THE MARK ON THE RIGHT.
 DJ0470'(0.2 MILE SOUTHWEST OF A CHURCH.)  THE MARK IS A DISK SET IN THE TOP
 DJ0470'OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 246 FEET WEST OF THE
 DJ0470'NORTHWEST CORNER OF A HOUSE, 75 FEET WEST OF A PROJECTED NORTH LINE
 DJ0470'FROM THE WEST END OF THE HOUSE, 135 FEET EAST OF A DRIVEWAY LEADING
 DJ0470'NORTH, 29 FEET SOUTH OF THE CENTER OF THE ROAD, 98 FEET NORTHWEST OF A
 DJ0470'POWER POLE WITH TRANSFORMER, IN A GROUP OF SMALL PINE TREES, ABOUT
 DJ0470'LEVEL WITH THE ROAD, AND PROJECTS 3 INCHES.  A METAL WITNESS POST WAS
 DJ0470'SET 1.0 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0780 ***********************************************************************
 DJ0780  DESIGNATION -  H 186
 DJ0780  PID         -  DJ0780
 DJ0780  STATE/COUNTY-  MS/NOXUBEE
 DJ0780  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0780
 DJ0780                         *CURRENT SURVEY CONTROL
 DJ0780  ___________________________________________________________________
 DJ0780* NAD 83(1986)-  33 14 30.     (N)    088 32 38.     (W)     SCALED    
 DJ0780* NAVD 88     -        77.948  (meters)     255.73   (feet)  ADJUSTED  
 DJ0780  ___________________________________________________________________
 DJ0780  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0780  DYNAMIC HT  -          77.863 (meters)     255.46  (feet)  COMP
 DJ0780  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DJ0780
 DJ0780  VERT ORDER  -  SECOND    CLASS 0
 DJ0780
 DJ0780.The horizontal coordinates were scaled from a topographic map and have
 DJ0780.an estimated accuracy of +/- 6 seconds.
 DJ0780
 DJ0780.The orthometric height was determined by differential leveling
 DJ0780.and adjusted in June 1991.
 DJ0780
 DJ0780.The geoid height was determined by GEOID03.
 DJ0780
 DJ0780.The dynamic height is computed by dividing the NAVD 88
 DJ0780.geopotential number by the normal gravity value computed on the
 DJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0780.degrees latitude (g = 980.6199 gals.).
 DJ0780
 DJ0780.The modeled gravity was interpolated from observed gravity values.
 DJ0780
 DJ0780;                    North         East    Units  Estimated Accuracy
 DJ0780;SPC MS E     -   414,880.      326,970.      MT  (+/- 180 meters Scaled)
 DJ0780
 DJ0780                          SUPERSEDED SURVEY CONTROL
 DJ0780
 DJ0780  NGVD 29 (??/??/92)   77.921  (m)          255.65   (f) ADJ UNCH    2 0
 DJ0780
 DJ0780.Superseded values are not recommended for survey control.
 DJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0780.See file dsdata.txt to determine how the superseded data were derived.
 DJ0780
 DJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB561791(NAD 83)
 DJ0780_MARKER: DB = BENCH MARK DISK
 DJ0780_SETTING: 0 = UNSPECIFIED SETTING
 DJ0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0780
 DJ0780  HISTORY     - Date     Condition        Report By
 DJ0780  HISTORY     - UNK      MONUMENTED       CGS
 DJ0780  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0780
 DJ0780                          STATION DESCRIPTION
 DJ0780
 DJ0780'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0780'2.9 MI NE FROM BROOKSVILLE.
 DJ0780'ABOUT 0.6 MILE EAST ALONG A BLACK TOP STREET FROM THE GULF, MOBILE,
 DJ0780'AND OHIO RAILROAD STATION AT BROOKSVILLE, THENCE ABOUT 0.75 MILE NORTH
 DJ0780'ALONG U. S. HIGHWAY 45, THENCE ABOUT 1.55 MILES EAST ALONG A GRAVEL
 DJ0780'ROAD LEADING TO DEERBROOK AND CLIFTONVILLE, 90 FEET SOUTH OF THE
 DJ0780'SOUTHWEST CORNER OF A TENANT HOUSE, 31 FEET EAST OF THE CENTERLINE OF
 DJ0780'AN UNGRADED DRIVE LEADING TO A HOUSE, 29 FEET NORTH OF AND ABOUT LEVEL
 DJ0780'WITH THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS
 DJ0780'POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE CROSS-ROAD AT
 DJ0780'DEERBROOK BY GOING WEST 3.45 MILES ALONG A ROAD LEADING TO U. S.
 DJ0780'HIGHWAY 45 AND BROOKSVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0369 ***********************************************************************
 CO0369  DESIGNATION -  H 187
 CO0369  PID         -  CO0369
 CO0369  STATE/COUNTY-  MS/LAUDERDALE
 CO0369  USGS QUAD   -  KEWANEE (1974)
 CO0369
 CO0369                         *CURRENT SURVEY CONTROL
 CO0369  ___________________________________________________________________
 CO0369* NAD 83(1986)-  32 29 24.     (N)    088 28 43.     (W)     SCALED    
 CO0369* NAVD 88     -        95.637  (meters)     313.77   (feet)  ADJUSTED  
 CO0369  ___________________________________________________________________
 CO0369  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CO0369  DYNAMIC HT  -          95.526 (meters)     313.40  (feet)  COMP
 CO0369  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CO0369
 CO0369  VERT ORDER  -  SECOND    CLASS 0
 CO0369
 CO0369.The horizontal coordinates were scaled from a topographic map and have
 CO0369.an estimated accuracy of +/- 6 seconds.
 CO0369
 CO0369.The orthometric height was determined by differential leveling
 CO0369.and adjusted in June 1991.
 CO0369
 CO0369.The geoid height was determined by GEOID03.
 CO0369
 CO0369.The dynamic height is computed by dividing the NAVD 88
 CO0369.geopotential number by the normal gravity value computed on the
 CO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0369.degrees latitude (g = 980.6199 gals.).
 CO0369
 CO0369.The modeled gravity was interpolated from observed gravity values.
 CO0369
 CO0369;                    North         East    Units  Estimated Accuracy
 CO0369;SPC MS E     -   331,540.      333,340.      MT  (+/- 180 meters Scaled)
 CO0369
 CO0369                          SUPERSEDED SURVEY CONTROL
 CO0369
 CO0369  NGVD 29 (??/??/92)   95.626  (m)          313.73   (f) ADJ UNCH    2 0
 CO0369
 CO0369.Superseded values are not recommended for survey control.
 CO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0369.See file dsdata.txt to determine how the superseded data were derived.
 CO0369
 CO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA610957(NAD 83)
 CO0369_MARKER: DB = BENCH MARK DISK
 CO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0369_SP_SET: CONCRETE POST
 CO0369_STAMPING: H 187 1946
 CO0369_MARK LOGO: CGS   
 CO0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0369+STABILITY: SURFACE MOTION
 CO0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0369+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 CO0369
 CO0369  HISTORY     - Date     Condition        Report By
 CO0369  HISTORY     - 1946     MONUMENTED       CGS
 CO0369  HISTORY     - 1964     GOOD             MSHD
 CO0369  HISTORY     - 19900221 GOOD             MSHD
 CO0369
 CO0369                          STATION DESCRIPTION
 CO0369
 CO0369'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0369'4.05 MI SE FROM LAUDERDALE.
 CO0369'TO REACH THE MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STATION IN
 CO0369'LAUDERDALE, GO SOUTHEAST ALONG A ROAD LEADING TO KEWANEE 4.0 MILES TO
 CO0369'A Y INTERSECTION AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN
 CO0369'THE TOP OF A 10-INCH SQUARE CONCRETE POST, IT IS 108 FEET NORTHEAST OF
 CO0369'THE INTERSECTION OF A DIRT ROAD LEADING SOUTHWEST, 40 FEET NORTHEAST
 CO0369'OF THE CENTER OF THE MAIN ROAD, 26 FEET NORTH OF THE CENTER OF THE
 CO0369'ROAD LEADING EAST, 191 FEET SOUTHEAST OF THE SOUTHEAST OF THE CORNER
 CO0369'OF A HOUSE, ABOUT LEVEL WITH THE ROADS AND PROJECTS 3 INCHES. A METAL
 CO0369'WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 CO0369
 CO0369                          STATION RECOVERY (1990)
 CO0369
 CO0369'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0369'MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF LAUDERDALE AT THE
 CO0369'JUNCTION OF KEWANEE AND CUBA ROADS, 5 MI (8.0 KM) NORTHWEST OF
 CO0369'KEWANEE AND IS IN SECTION 32, T 8N, R 18E.
 CO0369'TO REACH FROM THE JUNCTION OF YORK ROAD AND OLD HIGHWAY 45 JUST SOUTH
 CO0369'OF THE POST OFFICE IN LAUDERDALE, GO EAST ON YORK ROAD FOR 0.65 MI
 CO0369'(1.05 KM) TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON KEWANEE
 CO0369'ROAD FOR 2.75 MI (4.43 KM) TO ANOTHER FORK AND THE MARK ON THE LEFT.
 CO0369'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0369'ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD, PROJECTING 2 INCHES,
 CO0369'143 FT (43.6 M) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A
 CO0369'BRICK HOUSE, 43 FT (13.1 M) NORTHEAST OF THE CENTER OF THE
 CO0369'INTERSECTION, 40 FT (12.2 M) NORTH OF THE CENTER OF THE MAIN ROAD, 26
 CO0369'FT (7.9 M) NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST, 12.8 FT
 CO0369'(3.9 M) SOUTH OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES AND 1
 CO0369'FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0321 ***********************************************************************
 BH0321  DESIGNATION -  H 189
 BH0321  PID         -  BH0321
 BH0321  STATE/COUNTY-  MS/JACKSON
 BH0321  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0321
 BH0321                         *CURRENT SURVEY CONTROL
 BH0321  ___________________________________________________________________
 BH0321* NAD 83(1986)-  30 22 00.     (N)    088 32 55.     (W)     SCALED    
 BH0321* NAVD 88     -         4.818  (meters)      15.81   (feet)  ADJUSTED  
 BH0321  ___________________________________________________________________
 BH0321  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH0321  DYNAMIC HT  -           4.812 (meters)      15.79  (feet)  COMP
 BH0321  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 BH0321  OBS GRAVITY -     979,323.0   (mgal)                       GRAV_OBS
 BH0321
 BH0321  VERT ORDER  -  FIRST     CLASS I
 BH0321
 BH0321.The horizontal coordinates were scaled from a topographic map and have
 BH0321.an estimated accuracy of +/- 6 seconds.
 BH0321
 BH0321.The orthometric height was determined by differential leveling
 BH0321.and adjusted in June 1991.
 BH0321
 BH0321.The geoid height was determined by GEOID03.
 BH0321
 BH0321.The dynamic height is computed by dividing the NAVD 88
 BH0321.geopotential number by the normal gravity value computed on the
 BH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0321.degrees latitude (g = 980.6199 gals.).
 BH0321
 BH0321.The modeled gravity was interpolated from observed gravity values.
 BH0321.The observed gravity was obtained from relative gravimeter ties
 BH0321.to the IGSN71 gravity network.
 BH0321
 BH0321;                    North         East    Units  Estimated Accuracy
 BH0321;SPC MS E     -    96,100.      327,370.      MT  (+/- 180 meters Scaled)
 BH0321
 BH0321                          SUPERSEDED SURVEY CONTROL
 BH0321
 BH0321  NGVD 29 (??/??/??)    4.776  (m)           15.67   (f) ADJUSTED    1 1
 BH0321
 BH0321.Superseded values are not recommended for survey control.
 BH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0321.See file dsdata.txt to determine how the superseded data were derived.
 BH0321
 BH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU511604(NAD 83)
 BH0321_MARKER: DB = BENCH MARK DISK
 BH0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0321_SP_SET: BUILDING
 BH0321_STAMPING: H 189 1955
 BH0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0321
 BH0321  HISTORY     - Date     Condition        Report By
 BH0321  HISTORY     - 1955     MONUMENTED       CGS
 BH0321  HISTORY     - 1968     GOOD             CGS
 BH0321  HISTORY     - 20030503 MARK NOT FOUND   USPSQD
 BH0321
 BH0321                          STATION DESCRIPTION
 BH0321
 BH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0321'IN PASCAGOULA.
 BH0321'AT PASCAGOULA, AT THE CROSSING OF MARKET STREET AND THE LOUISVILLE AND
 BH0321'NASHVILLE RAILROAD, 0.1 MILE EAST OF MILEPOST 706, 47.6 FEET SOUTH OF
 BH0321'THE SOUTH RAIL OF THE MAIN TRACK, 38 1/2 FEET WEST OF THE CENTER LINE
 BH0321'OF THE SOUTHBOUND LANE OF MARKET STREET, SET VERTICALLY IN THE NORTH
 BH0321'FACE OF CONCRETE FOUNDATION OF BUILDING (VACANT THIS DATE), 1.2 FEET
 BH0321'WEST OF THE NORTHEAST CORNER OF THE BUILDING, LEVEL WITH THE GROUND
 BH0321'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC, T 8S, R 6W.
 BH0321
 BH0321                          STATION RECOVERY (2003)
 BH0321
 BH0321'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0321'FOUND SITE BUT NO MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0397 ***********************************************************************
 BW0397  DESIGNATION -  H 19
 BW0397  PID         -  BW0397
 BW0397  STATE/COUNTY-  MS/AMITE
 BW0397  USGS QUAD   -  LIBERTY (1988)
 BW0397
 BW0397                         *CURRENT SURVEY CONTROL
 BW0397  ___________________________________________________________________
 BW0397* NAD 83(1986)-  31 09 34.     (N)    090 48 27.     (W)     SCALED    
 BW0397* NAVD 88     -       111.28   (+/-2cm)     365.1    (feet)  VERTCON   
 BW0397  ___________________________________________________________________
 BW0397  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BW0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0397
 BW0397.The horizontal coordinates were scaled from a topographic map and have
 BW0397.an estimated accuracy of +/- 6 seconds.
 BW0397
 BW0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0397.The vertical order pertains to the NGVD 29 superseded value.
 BW0397
 BW0397.The geoid height was determined by GEOID03.
 BW0397
 BW0397;                    North         East    Units  Estimated Accuracy
 BW0397;SPC MS W     -   184,050.      654,790.      MT  (+/- 180 meters Scaled)
 BW0397
 BW0397                          SUPERSEDED SURVEY CONTROL
 BW0397
 BW0397  NGVD 29 (??/??/92)  111.285  (m)          365.11   (f) ADJ UNCH    2 0
 BW0397
 BW0397.Superseded values are not recommended for survey control.
 BW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0397.See file dsdata.txt to determine how the superseded data were derived.
 BW0397
 BW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ089493(NAD 83)
 BW0397_MARKER: DB = BENCH MARK DISK
 BW0397_SETTING: 0 = UNSPECIFIED SETTING
 BW0397_STAMPING: H 19 1934 365.108
 BW0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0397
 BW0397  HISTORY     - Date     Condition        Report By
 BW0397  HISTORY     - 1934     MONUMENTED       CGS
 BW0397  HISTORY     - 1969     GOOD             MSHD
 BW0397  HISTORY     - 20080229 GOOD             GEOCAC
 BW0397
 BW0397                          STATION DESCRIPTION
 BW0397
 BW0397'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0397'IN LIBERTY.
 BW0397'THE MARK IS LOCATED APPROXIMATELY 0.1 MILE NORTHEAST OF THE CENTER OF
 BW0397'LIBERTY NEAR THE CENTER OF THE EAST SQUARE BRICK COLUMN AT THE
 BW0397'ENTRANCE TO BLALOCKS GROCERY AND MARKET (FORMERLY THE CONSOLIDATED
 BW0397'GRAMMAR SCHOOL), IN THE NORTHEAST 1/4 OF SECTION 9, T 2N, R 4E.  IT IS
 BW0397'86 FEET NORTH NORTHWEST OF THE CENTER OF A T INTERSECTION, 9 FEET EAST
 BW0397'OF THE CENTER OF THE ENTRANCE, SET VERTICALLY NEAR THE CENTER OF THE
 BW0397'FACE OF THE SOUTHEAST SIDE OF THE NORTHEAST COLUMN AT THE ENTRANCE TO
 BW0397'BLALOCKS GROCERY AND IS ABOUT 2.1 FEET ABOVE THE LEVEL. NOTE-- TO
 BW0397'REACH FROM THE AMITE COUNTY COURTHOUSE IN LIBERTY GO EAST ON STATE
 BW0397'HIGHWAY 24 FOR 0.15 MILE TO A SIGNAL LIGHT. TURN LEFT (NORTH) AND
 BW0397'CONTINUE ON STATE HIGHWAY 569 FOR APPROXIMATELY 100 YARDS TO A SHARP
 BW0397'CURVE RIGHT AND THE BUILDING AND THE MARK STRAIGHT AHEAD.
 BW0397
 BW0397                          STATION RECOVERY (2008)
 BW0397
 BW0397'RECOVERY NOTE BY GEOCACHING 2008 (AH)
 BW0397'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0969 ***********************************************************************
 BH0969  DESIGNATION -  H 190
 BH0969  PID         -  BH0969
 BH0969  STATE/COUNTY-  MS/HANCOCK
 BH0969  USGS QUAD   -  WAVELAND (1976)
 BH0969
 BH0969                         *CURRENT SURVEY CONTROL
 BH0969  ___________________________________________________________________
 BH0969* NAD 83(1986)-  30 17 57.     (N)    089 26 22.     (W)     SCALED    
 BH0969* NAVD 88     -         2.244  (meters)       7.36   (feet)  ADJUSTED  
 BH0969  ___________________________________________________________________
 BH0969  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BH0969  DYNAMIC HT  -           2.241 (meters)       7.35  (feet)  COMP
 BH0969  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 BH0969
 BH0969  VERT ORDER  -  FIRST     CLASS I
 BH0969
 BH0969.The horizontal coordinates were scaled from a topographic map and have
 BH0969.an estimated accuracy of +/- 6 seconds.
 BH0969
 BH0969.The orthometric height was determined by differential leveling
 BH0969.and adjusted in February 1994.
 BH0969
 BH0969.The geoid height was determined by GEOID03.
 BH0969
 BH0969.The dynamic height is computed by dividing the NAVD 88
 BH0969.geopotential number by the normal gravity value computed on the
 BH0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0969.degrees latitude (g = 980.6199 gals.).
 BH0969
 BH0969.The modeled gravity was interpolated from observed gravity values.
 BH0969
 BH0969;                    North         East    Units  Estimated Accuracy
 BH0969;SPC MS E     -    88,740.      241,700.      MT  (+/- 180 meters Scaled)
 BH0969
 BH0969                          SUPERSEDED SURVEY CONTROL
 BH0969
 BH0969  NAVD 88 (06/15/91)    2.243  (m)            7.36   (f) UNKNOWN     1 1
 BH0969  NGVD 29 (??/??/??)    2.199  (m)            7.21   (f) ADJUSTED    1 1
 BH0969
 BH0969.Superseded values are not recommended for survey control.
 BH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0969.See file dsdata.txt to determine how the superseded data were derived.
 BH0969
 BH0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU653544(NAD 83)
 BH0969_MARKER: DB = BENCH MARK DISK
 BH0969_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH0969_SP_SET: HEADWALL
 BH0969_STAMPING: H 190 1955
 BH0969_MARK LOGO: CGS   
 BH0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0969+STABILITY: SURFACE MOTION
 BH0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0969+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 BH0969
 BH0969  HISTORY     - Date     Condition        Report By
 BH0969  HISTORY     - 1955     MONUMENTED       CGS
 BH0969  HISTORY     - 1972     GOOD             MSHD
 BH0969  HISTORY     - 1974     GOOD             NGS
 BH0969  HISTORY     - 1976     GOOD             NGS
 BH0969  HISTORY     - 19930318 GOOD             NGS
 BH0969  HISTORY     - 20050705 GOOD             NGS
 BH0969
 BH0969                          STATION DESCRIPTION
 BH0969
 BH0969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0969'6.3 MI WSW FROM BAY ST  LOUIS.
 BH0969'THE MARK IS LOCATED 6.3 MILES WEST-SOUTHWEST OF BAY ST. LOUIS IN THE
 BH0969'EAST END OF THE SOUTH HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT UNDER
 BH0969'THE SOUTH LANE OF U.S. HIGHWAY 90, 0.45 MILES EAST OF THE BRIDGE OVER
 BH0969'BAYOU PHILLIP IN THE SOUTHWEST 1/4 OF SECTION 31, T 8S, R 14W. IT IS
 BH0969'34 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 90,
 BH0969'122 FEET WEST OF POLE NO. 51, 233 FEET SOUTH AND ACROSS THE OLD AND
 BH0969'NEW HIGHWAY FROM BENCH MARK A 18, 1.5 FEET WEST OF A METAL WITNESS
 BH0969'POST SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL OF AN 8
 BH0969'FOOT BOX CULVERT UNDER THE EAST BOUND LANE OF U.S. HIGHWAY 90 AND IS
 BH0969'ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE WEST
 BH0969'END OF THE BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S.
 BH0969'HIGHWAY 90 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43.
 BH0969'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 3 MILES TO A SIDE ROAD RIGHT.
 BH0969'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 0.75 MILES TO THE MARK ON THE
 BH0969'LEFT.
 BH0969
 BH0969                          STATION RECOVERY (1974)
 BH0969
 BH0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0969'RECOVERED IN GOOD CONDITION.
 BH0969
 BH0969                          STATION RECOVERY (1976)
 BH0969
 BH0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0969'RECOVERED IN GOOD CONDITION.
 BH0969
 BH0969                          STATION RECOVERY (1993)
 BH0969
 BH0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0969'6.0 KM (3.70 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH0969'STATE HIGHWAY 43 IN WAVELAND, IN TOP OF AND 0.2 M (0.7 FT) WEST OF
 BH0969'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 34.0 M
 BH0969'(111.5 FT) WEST OF THE EXTENDED CENTER OF A CROSSOVER, 10.5 M (34.4
 BH0969'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 BH0969'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BH0969
 BH0969                          STATION RECOVERY (2005)
 BH0969
 BH0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1717 ***********************************************************************
 BH1717  DESIGNATION -  H 191
 BH1717  PID         -  BH1717
 BH1717  STATE/COUNTY-  MS/HARRISON
 BH1717  USGS QUAD   -  GULFPORT NORTH (1994)
 BH1717
 BH1717                         *CURRENT SURVEY CONTROL
 BH1717  ___________________________________________________________________
 BH1717* NAD 83(1986)-  30 24 16.     (N)    089 05 54.     (W)     SCALED    
 BH1717* NAVD 88     -         7.16   (+/-2cm)      23.5    (feet)  VERTCON   
 BH1717  ___________________________________________________________________
 BH1717  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH1717  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1717
 BH1717.The horizontal coordinates were scaled from a topographic map and have
 BH1717.an estimated accuracy of +/- 6 seconds.
 BH1717
 BH1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1717.The vertical order pertains to the NGVD 29 superseded value.
 BH1717
 BH1717.The geoid height was determined by GEOID03.
 BH1717
 BH1717;                    North         East    Units  Estimated Accuracy
 BH1717;SPC MS E     -   100,280.      274,540.      MT  (+/- 180 meters Scaled)
 BH1717
 BH1717                          SUPERSEDED SURVEY CONTROL
 BH1717
 BH1717  NGVD 29 (??/??/??)    7.117  (m)           23.35   (f) ADJUSTED    1 2
 BH1717
 BH1717.Superseded values are not recommended for survey control.
 BH1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1717.See file dsdata.txt to determine how the superseded data were derived.
 BH1717
 BH1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU984654(NAD 83)
 BH1717_MARKER: DB = BENCH MARK DISK
 BH1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1717_STAMPING: H 191 1955
 BH1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1717+STABILITY: SURFACE MOTION
 BH1717
 BH1717  HISTORY     - Date     Condition        Report By
 BH1717  HISTORY     - 1955     MONUMENTED       CGS
 BH1717  HISTORY     - 19880823 MARK NOT FOUND   USPSQD
 BH1717
 BH1717                          STATION DESCRIPTION
 BH1717
 BH1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1717'2.35 MI N FROM GULFPORT.
 BH1717'ABOUT 2.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILRAOD FROM THE
 BH1717'UNION STATION AT GULFPORT, AT THE CROSSING OF JOHN Q. ADAMS STREET,
 BH1717'137 FEET WEST OF WEST RAIL OF MAIN TRACK, 23 FEET NORTH OF CENTER
 BH1717'LINE OF JOHN Q. ADAMS STREET, 17 FEET WEST OF CENTER LINE OF WEST
 BH1717'RAILRAOD AVE. 1 FOOT WEST OF A CONCRETE POST MARKING STREET NAME,
 BH1717'2 1/2 FEET EAST OF POWER POLE NO. 1241-A 142/51, ABOUT 4 1/2 FEET
 BH1717'BELOW LEVEL OF TRACK, ABOUT LEVEL WITH STREET AND SET IN THE TOP
 BH1717'OF A CONCRETE POST PROJECTING 4 INCHES.
 BH1717
 BH1717                          STATION RECOVERY (1988)
 BH1717
 BH1717'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH1717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3082 ***********************************************************************
 BH3082  DESIGNATION -  H 192 RESET
 BH3082  PID         -  BH3082
 BH3082  STATE/COUNTY-  MS/JACKSON
 BH3082  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH3082
 BH3082                         *CURRENT SURVEY CONTROL
 BH3082  ___________________________________________________________________
 BH3082* NAD 83(1986)-  30 26 38.     (N)    088 51 20.     (W)     SCALED    
 BH3082* NAVD 88     -         5.83   (+/-2cm)      19.1    (feet)  VERTCON   
 BH3082  ___________________________________________________________________
 BH3082  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH3082  VERT ORDER  -  THIRD (See Below)
 BH3082
 BH3082.The horizontal coordinates were scaled from a topographic map and have
 BH3082.an estimated accuracy of +/- 6 seconds.
 BH3082
 BH3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3082.The vertical order pertains to the NGVD 29 superseded value.
 BH3082
 BH3082.The geoid height was determined by GEOID03.
 BH3082
 BH3082;                    North         East    Units  Estimated Accuracy
 BH3082;SPC MS E     -   104,630.      297,870.      MT  (+/- 180 meters Scaled)
 BH3082
 BH3082                          SUPERSEDED SURVEY CONTROL
 BH3082
 BH3082  NGVD 29 (08/12/04)    5.79   (m)           19.0    (f) RESET       3  
 BH3082
 BH3082.Superseded values are not recommended for survey control.
 BH3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3082.See file dsdata.txt to determine how the superseded data were derived.
 BH3082
 BH3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU218694(NAD 83)
 BH3082_MARKER: DV = VERTICAL CONTROL DISK
 BH3082_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BH3082_SP_SET: SIDEWALK
 BH3082_STAMPING: H 192 RESET 1989
 BH3082_MARK LOGO: NGS   
 BH3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3082+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BH3082
 BH3082  HISTORY     - Date     Condition        Report By
 BH3082  HISTORY     - 1989     MONUMENTED       MSHD
 BH3082
 BH3082                          STATION DESCRIPTION
 BH3082
 BH3082'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BH3082'3.38 KM (2.10 MI) NORTH ALONG WASHINGTON AVE. FROM THE JUNCTION OF
 BH3082'U.S. HIGHWAY 90 IN OCEAN SPRINGS TO THE JUNCTION OF LEMOYNE BLVD. ON
 BH3082'THE LEFT, THEN WEST ALONG LEMOYNE BLVD. FOR 1.93 KM (1.20 MI) TO
 BH3082'NORTHSIDE ASSEMBLY OF GOD CHURCH AND MARK ON THE LEFT, 34.44 M
 BH3082'(113.0 FT) SOUTH OF THE CENTER OF LEMOYNE BLVD., 22.62 M (74.2 FT)
 BH3082'EAST SOUTHEAST OF THE EAST SIDE OF MAIN ENTRANCE TO CHURCH, 13.16 M
 BH3082'(43.2 FT) WEST NORTHWEST OF THE NORTHEAST CORNER OF SUNDAY SCHOOL
 BH3082'BUILDING, 11.82 M (38.8 FT) NORTH OF THE NORTH SIDE OF SUNDAY SCHOOL
 BH3082'BUILDING AND SET IN A DRILL HOLE AT THE NORTH END OF CONCRETE SIDEWALK
 BH3082'LEADING FROM PARKING LOT TO SUNDAY SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0012 ***********************************************************************
 EH0012  DESIGNATION -  H 193
 EH0012  PID         -  EH0012
 EH0012  STATE/COUNTY-  MS/DE SOTO
 EH0012  USGS QUAD   -  LAKE CORMORANT (1982)
 EH0012
 EH0012                         *CURRENT SURVEY CONTROL
 EH0012  ___________________________________________________________________
 EH0012* NAD 83(1986)-  34 54 17.     (N)    090 12 50.     (W)     SCALED    
 EH0012* NAVD 88     -        62.906  (meters)     206.38   (feet)  ADJUSTED  
 EH0012  ___________________________________________________________________
 EH0012  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EH0012  DYNAMIC HT  -          62.847 (meters)     206.19  (feet)  COMP
 EH0012  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 EH0012
 EH0012  VERT ORDER  -  FIRST     CLASS I
 EH0012
 EH0012.The horizontal coordinates were scaled from a topographic map and have
 EH0012.an estimated accuracy of +/- 6 seconds.
 EH0012
 EH0012.The orthometric height was determined by differential leveling
 EH0012.and adjusted in July 1994.
 EH0012.WARNING-Repeat measurements at this control monument indicate possible
 EH0012.vertical movement.
 EH0012
 EH0012.The geoid height was determined by GEOID03.
 EH0012
 EH0012.The dynamic height is computed by dividing the NAVD 88
 EH0012.geopotential number by the normal gravity value computed on the
 EH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0012.degrees latitude (g = 980.6199 gals.).
 EH0012
 EH0012.The modeled gravity was interpolated from observed gravity values.
 EH0012
 EH0012;                    North         East    Units  Estimated Accuracy
 EH0012;SPC MS W     -   599,310.      710,920.      MT  (+/- 180 meters Scaled)
 EH0012
 EH0012                          SUPERSEDED SURVEY CONTROL
 EH0012
 EH0012  NAVD 88 (06/15/91)   62.909  (m)          206.39   (f) UNKNOWN     1 1
 EH0012  NGVD 29 (??/??/??)   62.914  (m)          206.41   (f) ADJUSTED    1 1
 EH0012
 EH0012.Superseded values are not recommended for survey control.
 EH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0012.See file dsdata.txt to determine how the superseded data were derived.
 EH0012
 EH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU545660(NAD 83)
 EH0012_MARKER: DB = BENCH MARK DISK
 EH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0012_SP_SET: CONCRETE POST
 EH0012_STAMPING: H 193 1956
 EH0012_MARK LOGO: CGS   
 EH0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0012+STABILITY: SURFACE MOTION
 EH0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0012+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 EH0012
 EH0012  HISTORY     - Date     Condition        Report By
 EH0012  HISTORY     - 1956     MONUMENTED       CGS
 EH0012  HISTORY     - 1974     GOOD             NGS
 EH0012  HISTORY     - 1983     GOOD             NGS
 EH0012  HISTORY     - 19911112 GOOD             NGS
 EH0012  HISTORY     - 20000606 GOOD             NGS
 EH0012  HISTORY     - 20030409 GOOD             USACE
 EH0012
 EH0012                          STATION DESCRIPTION
 EH0012
 EH0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0012'IN LAKE CORMORANT.
 EH0012'AT LAKE CORMORANT, ABOUT 130 YARDS NORTHEAST OF THE ILLINOIS CENTRAL
 EH0012'RAILROAD STATION.  ALSO, MAY BE REACHED 4.3 MILES SOUTHWEST ALONG U.S.
 EH0012'HIGHWAY 61 FROM THE POST OFFICE AT WALLS, 1.1 MILE WEST TO LAKE
 EH0012'CORMORANT, 81.5 FEET EAST-NORTHEAST OF AND ACROSS A PAVED ROAD FROM
 EH0012'THE SOUTHEAST CORNER OF THE POST OFFICE AND ROBERTSON STORE AT LAKE
 EH0012'CORMORANT, 110 FEET WEST-SOUTHWEST OF THE CENTER OF RAILROAD CROSSING
 EH0012'AND PAVED ROAD, 39.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 EH0012'NORTHWEST TRACK, 5 FEET NORTH OF A TELEPHONE POLE, 3 FEET BELOW LEVEL
 EH0012'OF THE RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EH0012'1/4, SEC 24 ,T 2S ,R 10W.
 EH0012
 EH0012                          STATION RECOVERY (1983)
 EH0012
 EH0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EH0012'RECOVERED IN GOOD CONDITION.
 EH0012
 EH0012                          STATION RECOVERY (1991)
 EH0012
 EH0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0012'6.8 KM (4.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE
 EH0012'IN WALLS, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STAR LANDING ROAD,
 EH0012'51.9 M (170.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE POST OFFICE,
 EH0012'33.1 M (108.6 FT) WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 24.7 M
 EH0012'(81.0 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF ROBERTSONS
 EH0012'GROCERY STORE, 12.0 M (39.4 FT) NORTHWEST OF THE NEAR RAIL OF TEH
 EH0012'ILLINOIS CENTRAL RAILROAD, 7.3 M (24.0 FT) SOUTHEAST OF AND LEVEL
 EH0012'WITH THE CENTER OF A PAVED ROAD, 2.9 M (9.5 FT) SOUTH OF A UTILITY
 EH0012'LIGHT POLE, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND THE
 EH0012'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EH0012
 EH0012                          STATION RECOVERY (2000)
 EH0012
 EH0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH0012'RECOVERED IN GOOD CONDITION.
 EH0012
 EH0012                          STATION RECOVERY (2003)
 EH0012
 EH0012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0060 ***********************************************************************
 EH0060  DESIGNATION -  H 194
 EH0060  PID         -  EH0060
 EH0060  STATE/COUNTY-  MS/TATE
 EH0060  USGS QUAD   -  CRENSHAW NORTH (1983)
 EH0060
 EH0060                         *CURRENT SURVEY CONTROL
 EH0060  ___________________________________________________________________
 EH0060* NAD 83(1986)-  34 34 09.     (N)    090 12 30.     (W)     SCALED    
 EH0060* NAVD 88     -        60.858  (meters)     199.66   (feet)  ADJUSTED  
 EH0060  ___________________________________________________________________
 EH0060  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH0060  DYNAMIC HT  -          60.800 (meters)     199.47  (feet)  COMP
 EH0060  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 EH0060
 EH0060  VERT ORDER  -  FIRST     CLASS II
 EH0060
 EH0060.The horizontal coordinates were scaled from a topographic map and have
 EH0060.an estimated accuracy of +/- 6 seconds.
 EH0060
 EH0060.The orthometric height was determined by differential leveling
 EH0060.and adjusted in June 1991.
 EH0060
 EH0060.The geoid height was determined by GEOID03.
 EH0060
 EH0060.The dynamic height is computed by dividing the NAVD 88
 EH0060.geopotential number by the normal gravity value computed on the
 EH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0060.degrees latitude (g = 980.6199 gals.).
 EH0060
 EH0060.The modeled gravity was interpolated from observed gravity values.
 EH0060
 EH0060;                    North         East    Units  Estimated Accuracy
 EH0060;SPC MS W     -   562,090.      711,470.      MT  (+/- 180 meters Scaled)
 EH0060
 EH0060                          SUPERSEDED SURVEY CONTROL
 EH0060
 EH0060  NGVD 29 (??/??/??)   60.886  (m)          199.76   (f) ADJUSTED    1 2
 EH0060
 EH0060.Superseded values are not recommended for survey control.
 EH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0060.See file dsdata.txt to determine how the superseded data were derived.
 EH0060
 EH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU561288(NAD 83)
 EH0060_MARKER: DB = BENCH MARK DISK
 EH0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0060_SP_SET: 39 FT
 EH0060_STAMPING: H 194 (1956)
 EH0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0060
 EH0060  HISTORY     - Date     Condition        Report By
 EH0060  HISTORY     - 1956     MONUMENTED       CGS
 EH0060  HISTORY     - 1966     GOOD             MSHD
 EH0060  HISTORY     - 1979     MARK NOT FOUND   USGS
 EH0060
 EH0060                          STATION DESCRIPTION
 EH0060
 EH0060'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0060'4.75 MI N FROM CRENSHAW.
 EH0060'TO REACH FROM THE U.S. POST OFFICE IN CRENSHAW GO NORTH ON MISSISSIPPI
 EH0060'HIGHWAY 3 FOR 3.55 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING THE
 EH0060'TATE-TUNICA COUNTY LINE, TURN LEFT (NORTHEAST) AND CONTINUE ON AN
 EH0060'ALL-WEATHER ROAD FOR 1.35 MILES TO A SIDE ROAD LEFT AND THE SARAH
 EH0060'POST OFFICE AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS
 EH0060'134 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE MAIN TRACK, 145 FEET
 EH0060'EAST-NORTHEAST OF THE CENTER OF MAIN TRACK AND A ROAD LEADING WEST,
 EH0060'32 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE, 15
 EH0060'FEET NORTHEAST OF THE CENTER OF DRIVE TO THE POST OFFICE, 14.5 FEET
 EH0060'SOUTH OF REA POLE NO. 2158, 5.7 FEET WEST OF AN 8 INCH PECAN, AND 3
 EH0060'FEET SOUTH OF A METAL WITNESS POST.
 EH0060
 EH0060                          STATION RECOVERY (1979)
 EH0060
 EH0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EH0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0248 ***********************************************************************
 EH0248  DESIGNATION -  H 195
 EH0248  PID         -  EH0248
 EH0248  STATE/COUNTY-  MS/QUITMAN
 EH0248  USGS QUAD   -  FALCON (1969)
 EH0248
 EH0248                         *CURRENT SURVEY CONTROL
 EH0248  ___________________________________________________________________
 EH0248* NAD 83(2007)-  34 23 56.55888(N)    090 15 10.72502(W)     ADJUSTED  
 EH0248* NAVD 88     -        49.956  (meters)     163.90   (feet)  ADJUSTED  
 EH0248  ___________________________________________________________________
 EH0248  EPOCH DATE  -        2002.00
 EH0248  X           -     -23,261.583 (meters)                     COMP
 EH0248  Y           -  -5,268,346.236 (meters)                     COMP
 EH0248  Z           -   3,583,070.018 (meters)                     COMP
 EH0248  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EH0248  ELLIP HEIGHT-          23.228 (meters)          (02/15/08) ADJUSTED
 EH0248  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EH0248  DYNAMIC HT  -          49.908 (meters)     163.74  (feet)  COMP
 EH0248  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 EH0248
 EH0248  HORZ ORDER  -  FIRST
 EH0248  VERT ORDER  -  FIRST     CLASS II
 EH0248  ELLP ORDER  -  FOURTH    CLASS II
 EH0248
 EH0248.The horizontal coordinates were established by GPS observations
 EH0248.and adjusted by the EMC INCORPORATED in February 2008.
 EH0248
 EH0248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH0248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH0248.The horizontal coordinates are valid at the epoch date displayed above.
 EH0248.The epoch date for horizontal control is a decimal equivalence
 EH0248.of Year/Month/Day.
 EH0248
 EH0248.The orthometric height was determined by differential leveling
 EH0248.and adjusted in June 1991.
 EH0248
 EH0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0248
 EH0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0248
 EH0248.The ellipsoidal height was determined by GPS observations
 EH0248.and is referenced to NAD 83.
 EH0248
 EH0248.The geoid height was determined by GEOID03.
 EH0248
 EH0248.The dynamic height is computed by dividing the NAVD 88
 EH0248.geopotential number by the normal gravity value computed on the
 EH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0248.degrees latitude (g = 980.6199 gals.).
 EH0248
 EH0248.The modeled gravity was interpolated from observed gravity values.
 EH0248
 EH0248;                    North         East     Units Scale Factor Converg.
 EH0248;SPC MS W     -   543,212.299   707,388.241   MT  0.99995067   +0 02 43.4
 EH0248;SPC MS W     - 1,782,189.02  2,320,822.92   sFT  0.99995067   +0 02 43.4
 EH0248;UTM  15      - 3,809,824.194   752,524.308   MT  1.00038610   +1 33 09.9
 EH0248
 EH0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0248!SPC MS W     -   0.99999635  x   0.99995067  =   0.99994702
 EH0248!UTM  15      -   0.99999635  x   1.00038610  =   1.00038245
 EH0248
 EH0248                          SUPERSEDED SURVEY CONTROL
 EH0248
 EH0248  NAVD 88 (02/15/08)   49.96   (m)          163.9    (f) LEVELING    3  
 EH0248  NGVD 29 (??/??/??)   49.989  (m)          164.01   (f) ADJUSTED    1 2
 EH0248
 EH0248.Superseded values are not recommended for survey control.
 EH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0248.See file dsdata.txt to determine how the superseded data were derived.
 EH0248
 EH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5252409824(NAD 83)
 EH0248_MARKER: DB = BENCH MARK DISK
 EH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0248_STAMPING: H 195 1956
 EH0248_MARK LOGO: NONE  
 EH0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0248+STABILITY: SURFACE MOTION
 EH0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0248+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2007
 EH0248
 EH0248  HISTORY     - Date     Condition        Report By
 EH0248  HISTORY     - 1956     MONUMENTED       CGS
 EH0248  HISTORY     - 1977     GOOD             MSHD
 EH0248  HISTORY     - 20030717 GOOD             USACE
 EH0248  HISTORY     - 20070215 GOOD             EMCINC
 EH0248
 EH0248                          STATION DESCRIPTION
 EH0248
 EH0248'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0248'2.9 MI SW FROM SLEDGE.
 EH0248'THE MARK IS LOCATED 2.8 MILES SOUTHWEST OF THE CENTER OF SLEDGE ON
 EH0248'THE SOUTHEAST RIGHT OF WAY OF OLD HIGHWAY 3, 0.3 MILE NORTHEAST OF
 EH0248'FALCON IN THE SOUTHEAST 1/4 OF SECTION 9, T 8S, R 10W.  IT IS 81.5
 EH0248'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 58 FEET EAST OF TELEPHONE
 EH0248'POLE NO. 1320, 29 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 EH0248'2.5 FEET NORTHWEST OF A POWER POLE NO. 191, 1 FOOT SOUTHEAST OF A
 EH0248'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 7
 EH0248'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 3 INCHES.  TO
 EH0248'REACH FROM THE US POST OFFICE NEAR THE CENTER OF SLEDGE GO SOUTHWEST
 EH0248'ON OLD HIGHWAY 3 FOR 2.8 MILES TO THE MARK ON THE LEFT.
 EH0248'NOTE--THE MARK HAS BEEN CHIPPED ON THE NORTHWEST SLIDE AND SHOULD BE
 EH0248'USE WITH CAUTION.
 EH0248
 EH0248                          STATION RECOVERY (2003)
 EH0248
 EH0248'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0248'RECOVERED IN GOOD CONDITION.
 EH0248
 EH0248                          STATION RECOVERY (2007)
 EH0248
 EH0248'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0153 ***********************************************************************
 EH0153  DESIGNATION -  H 196
 EH0153  PID         -  EH0153
 EH0153  STATE/COUNTY-  MS/TUNICA
 EH0153  USGS QUAD   -  HOLLYWOOD (1982)
 EH0153
 EH0153                         *CURRENT SURVEY CONTROL
 EH0153  ___________________________________________________________________
 EH0153* NAD 83(1986)-  34 37 38.     (N)    090 18 40.     (W)     SCALED    
 EH0153* NAVD 88     -        56.490  (meters)     185.33   (feet)  ADJUSTED  
 EH0153  ___________________________________________________________________
 EH0153  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0153  DYNAMIC HT  -          56.436 (meters)     185.16  (feet)  COMP
 EH0153  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 EH0153
 EH0153  VERT ORDER  -  FIRST     CLASS II
 EH0153
 EH0153.The horizontal coordinates were scaled from a topographic map and have
 EH0153.an estimated accuracy of +/- 6 seconds.
 EH0153
 EH0153.The orthometric height was determined by differential leveling
 EH0153.and adjusted in June 1991.
 EH0153
 EH0153.The geoid height was determined by GEOID03.
 EH0153
 EH0153.The dynamic height is computed by dividing the NAVD 88
 EH0153.geopotential number by the normal gravity value computed on the
 EH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0153.degrees latitude (g = 980.6199 gals.).
 EH0153
 EH0153.The modeled gravity was interpolated from observed gravity values.
 EH0153
 EH0153;                    North         East    Units  Estimated Accuracy
 EH0153;SPC MS W     -   568,520.      702,040.      MT  (+/- 180 meters Scaled)
 EH0153
 EH0153                          SUPERSEDED SURVEY CONTROL
 EH0153
 EH0153  NGVD 29 (??/??/??)   56.520  (m)          185.43   (f) ADJUSTED    1 2
 EH0153
 EH0153.Superseded values are not recommended for survey control.
 EH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0153.See file dsdata.txt to determine how the superseded data were derived.
 EH0153
 EH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU465349(NAD 83)
 EH0153_MARKER: DB = BENCH MARK DISK
 EH0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0153_SP_SET: BRIDGE
 EH0153_STAMPING: H 196 (1956)
 EH0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0153+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 EH0153
 EH0153  HISTORY     - Date     Condition        Report By
 EH0153  HISTORY     - 1956     MONUMENTED       CGS
 EH0153  HISTORY     - 1966     GOOD             MSHD
 EH0153  HISTORY     - 20030528 GOOD             USACE
 EH0153  HISTORY     - 20080515 GOOD             MSDOT
 EH0153
 EH0153                          STATION DESCRIPTION
 EH0153
 EH0153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0153'4.4 MI E FROM EVANSVILLE.
 EH0153'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO NORTH ON A CONCRETE
 EH0153'STREET FOR 0.2 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 4, TURN
 EH0153'RIGHT (EAST) AND CONTINUE ON HIGHWAY 4 FOR 0.4 MILE TO THE
 EH0153'INTERSECTION OF U.S. HIGHWAY 61, TURN RIGHT (SOUTH) AND CONTINUE ON
 EH0153'HIGHWAY 61 FOR 3.55 MILES TO MISSISSIPPI HIGHWAY 4 ON THE LEFT, TURN
 EH0153'LEFT (EAST) AND CONTINUE ON HIGHWAY 4 FOR 4.45 MILES TO A SIDE ROAD
 EH0153'LEFT AND A CONCRETE BRIDGE AND THE MARK ON THE LEFT IN THE TOP OF THE
 EH0153'WEST END OF THE NORTH CONCRETE RAIL FOOTING OF A 150 FOOT CONCRETE
 EH0153'BRIDGE OVER A CREEK.  IT IS 56 FEET EAST OF THE CENTER OF A GRAVEL
 EH0153'ROAD, 12 FEET NORTH OF THE CENTER OF HIGHWAY 4, AND 0.5 FEET SOUTH OF
 EH0153'THE GUARDRAIL.
 EH0153
 EH0153                          STATION RECOVERY (2003)
 EH0153
 EH0153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0153'RECOVERED IN GOOD CONDITION.
 EH0153
 EH0153                          STATION RECOVERY (2008)
 EH0153
 EH0153'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0153'LATITUDE AND LONGTITUDE IS MORE CORRECTLY EXPRESSED AS 34-37-37 AND
 EH0153'090-18-49. BRIDGE IN DESCRIPTION IS OVER WHITE OAK BAYOU.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0610 ***********************************************************************
 DK0610  DESIGNATION -  H 197
 DK0610  PID         -  DK0610
 DK0610  STATE/COUNTY-  MS/BOLIVAR
 DK0610  USGS QUAD   -  SKENE (1967)
 DK0610
 DK0610                         *CURRENT SURVEY CONTROL
 DK0610  ___________________________________________________________________
 DK0610* NAD 83(1986)-  33 43 58.     (N)    090 47 51.     (W)     SCALED    
 DK0610* NAVD 88     -        40.230  (meters)     131.99   (feet)  ADJUSTED  
 DK0610  ___________________________________________________________________
 DK0610  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0610  DYNAMIC HT  -          40.189 (meters)     131.85  (feet)  COMP
 DK0610  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 DK0610
 DK0610  VERT ORDER  -  SECOND    CLASS 0
 DK0610
 DK0610.The horizontal coordinates were scaled from a topographic map and have
 DK0610.an estimated accuracy of +/- 6 seconds.
 DK0610
 DK0610.The orthometric height was determined by differential leveling
 DK0610.and adjusted in June 1991.
 DK0610
 DK0610.The geoid height was determined by GEOID03.
 DK0610
 DK0610.The dynamic height is computed by dividing the NAVD 88
 DK0610.geopotential number by the normal gravity value computed on the
 DK0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0610.degrees latitude (g = 980.6199 gals.).
 DK0610
 DK0610.The modeled gravity was interpolated from observed gravity values.
 DK0610
 DK0610;                    North         East    Units  Estimated Accuracy
 DK0610;SPC MS W     -   469,410.      656,990.      MT  (+/- 180 meters Scaled)
 DK0610
 DK0610                          SUPERSEDED SURVEY CONTROL
 DK0610
 DK0610  NGVD 29 (??/??/??)   40.346  (m)          132.37   (f) ADJUSTED    2 0
 DK0610
 DK0610.Superseded values are not recommended for survey control.
 DK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0610.See file dsdata.txt to determine how the superseded data were derived.
 DK0610
 DK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT040347(NAD 83)
 DK0610_MARKER: DB = BENCH MARK DISK
 DK0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0610_STAMPING: H197 1957
 DK0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0610+STABILITY: SURFACE MOTION
 DK0610
 DK0610  HISTORY     - Date     Condition        Report By
 DK0610  HISTORY     - 1957     MONUMENTED       CGS
 DK0610  HISTORY     - 1973     GOOD             MSHD
 DK0610
 DK0610                          STATION DESCRIPTION
 DK0610
 DK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0610'2.0 MI N FROM SKENE.
 DK0610'ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION
 DK0610'OF STATE HIGHWAY 146 AT SKENE, AT A CROSSROAD, 29 FEET WEST OF CENTER
 DK0610'LINE OF NORTH-SOUTH ROAD, 44 FEET NORTHWEST OF CENTER OF INTERSECTION,
 DK0610'36 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 40 FEET
 DK0610'NORTH-NORTHWEST OF TELEPHONE POLE NO. 50, 3 FEET NORTH-NORTHWEST OF A
 DK0610'CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF INTERSECTION AND
 DK0610'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DK0610
 DK0610                          STATION RECOVERY (1973)
 DK0610
 DK0610'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DK0610'THE MARK IS LOCATED 4.5 MILES WEST OF CLEVELAND IN THE NW ANGLE OF A
 DK0610'CROSSROAD, 4.7 MILES WNW OF BOYLE, 2 MILES NNW OF SKENE IN THE SE
 DK0610'CORNER OF SECTION 34, T 22N, R 6W. IT IS 35 FEET NORTH OF THE CENTER
 DK0610'OF A GRAVELED ROAD, 32 FEET WEST OF THE CENTER OF ANOTHER GRAVELED
 DK0610'ROAD, 46 FEET NW OF THE CENTER OF THE CROSSROAD, 87 FEET NE OF POWER
 DK0610'POLE NO. 18 27 1, 72 FEET ENE OF THE NE CORNER OF WOODEN BRIDGE, 7.5
 DK0610'FEET NNE OF THE NE POST OF A SIGN, 4.5 FEET NNW OF TELEPHONE POLE NO.
 DK0610'5, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH
 DK0610'CYLINDER ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE INTERSECTION AND IS
 DK0610'10 INCHES BELOW THE GROUND. TO REACH FROM THE JUNCTION OF STATE
 DK0610'HIGHWAY 446 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF BOYLE GO WEST ON
 DK0610'STATE HIGHWAY 446 FOR 0.45 MILE TO THE RAILROAD CROSSING IN BOYLE.
 DK0610'CONTINUE WEST ON STATE HIGHWAY 446 FOR 4.1 MILES TO A CROSSROAD AND
 DK0610'THE BAYOU ACADEMY IN THE NW ANGLE. TURN RIGHT AND GO NORTH ON A BLACK
 DK0610'TOP ROAD FOR 2 MILES TO A CROSSROAD AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0744 ***********************************************************************
 DK0744  DESIGNATION -  H 198
 DK0744  PID         -  DK0744
 DK0744  STATE/COUNTY-  MS/BOLIVAR
 DK0744  USGS QUAD   -  CLEVELAND (1966)
 DK0744
 DK0744                         *CURRENT SURVEY CONTROL
 DK0744  ___________________________________________________________________
 DK0744* NAD 83(1986)-  33 44 17.     (N)    090 39 17.     (W)     SCALED    
 DK0744* NAVD 88     -        41.100  (meters)     134.84   (feet)  ADJUSTED  
 DK0744  ___________________________________________________________________
 DK0744  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0744  DYNAMIC HT  -          41.058 (meters)     134.70  (feet)  COMP
 DK0744  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 DK0744
 DK0744  VERT ORDER  -  SECOND    CLASS 0
 DK0744
 DK0744.The horizontal coordinates were scaled from a topographic map and have
 DK0744.an estimated accuracy of +/- 6 seconds.
 DK0744
 DK0744.The orthometric height was determined by differential leveling
 DK0744.and adjusted in June 1991.
 DK0744
 DK0744.The geoid height was determined by GEOID03.
 DK0744
 DK0744.The dynamic height is computed by dividing the NAVD 88
 DK0744.geopotential number by the normal gravity value computed on the
 DK0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0744.degrees latitude (g = 980.6199 gals.).
 DK0744
 DK0744.The modeled gravity was interpolated from observed gravity values.
 DK0744
 DK0744;                    North         East    Units  Estimated Accuracy
 DK0744;SPC MS W     -   469,940.      670,220.      MT  (+/- 180 meters Scaled)
 DK0744
 DK0744                          SUPERSEDED SURVEY CONTROL
 DK0744
 DK0744  NGVD 29 (??/??/??)   41.208  (m)          135.20   (f) ADJUSTED    2 0
 DK0744
 DK0744.Superseded values are not recommended for survey control.
 DK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0744.See file dsdata.txt to determine how the superseded data were derived.
 DK0744
 DK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT172355(NAD 83)
 DK0744_MARKER: DB = BENCH MARK DISK
 DK0744_SETTING: 0 = UNSPECIFIED SETTING
 DK0744_STAMPING: H 198 1957
 DK0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0744
 DK0744  HISTORY     - Date     Condition        Report By
 DK0744  HISTORY     - 1957     MONUMENTED       CGS
 DK0744  HISTORY     - 1967     GOOD             MSHD
 DK0744
 DK0744                          STATION DESCRIPTION
 DK0744
 DK0744'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0744'3.6 MI E FROM CLEVELAND.
 DK0744'THE MARK IS LOCATED APPROXIMATELY 3.6 MILES EAST ALONG MISSISSIPPI
 DK0744'HIGHWAY 8 FROM ITS INTERSECTION WITH U.S. HIGHWAY 61 IN CLEVELAND,
 DK0744'0.25 MILE EAST OF THE BOLIVAR-SUNFLOWER COUNTY LINE AND IS IN THE
 DK0744'NORTHWEST 1/4 OF SECTION 31, T 22N, R 4W.  IT IS 55.5 FEET SOUTH OF
 DK0744'THE CENTER OF HIGHWAY 8, 4 FEET WEST OF A POWER POLE WITH A
 DK0744'TRANSFORMER, 32 FEET EAST OF THE CENTER OF THE SIDE ROAD AND 1 FOOT
 DK0744'EAST OF A METAL WITNESS POST.  TO REACH FROM THE EAST BOLIVAR COUNTY
 DK0744'HOSPITAL ON THE EAST SIDE OF CLEVELAND GO EAST ON MISSISSIPPI HIGHWAY
 DK0744'8 FOR 3.2 MILES TO A SIDE ROAD LEADING TO AN ABANDONED TENANT HOUSE
 DK0744'AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0689 ***********************************************************************
 DK0689  DESIGNATION -  H 199
 DK0689  PID         -  DK0689
 DK0689  STATE/COUNTY-  MS/BOLIVAR
 DK0689  USGS QUAD   -  MERIGOLD (1966)
 DK0689
 DK0689                         *CURRENT SURVEY CONTROL
 DK0689  ___________________________________________________________________
 DK0689* NAD 83(1986)-  33 52 02.     (N)    090 43 40.     (W)     SCALED    
 DK0689* NAVD 88     -        43.665  (meters)     143.26   (feet)  ADJUSTED  
 DK0689  ___________________________________________________________________
 DK0689  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0689  DYNAMIC HT  -          43.621 (meters)     143.11  (feet)  COMP
 DK0689  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 DK0689
 DK0689  VERT ORDER  -  SECOND    CLASS 0
 DK0689
 DK0689.The horizontal coordinates were scaled from a topographic map and have
 DK0689.an estimated accuracy of +/- 6 seconds.
 DK0689
 DK0689.The orthometric height was determined by differential leveling
 DK0689.and adjusted in June 1991.
 DK0689.WARNING-Repeat measurements at this control monument indicate possible
 DK0689.vertical movement.
 DK0689
 DK0689.The geoid height was determined by GEOID03.
 DK0689
 DK0689.The dynamic height is computed by dividing the NAVD 88
 DK0689.geopotential number by the normal gravity value computed on the
 DK0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0689.degrees latitude (g = 980.6199 gals.).
 DK0689
 DK0689.The modeled gravity was interpolated from observed gravity values.
 DK0689
 DK0689;                    North         East    Units  Estimated Accuracy
 DK0689;SPC MS W     -   484,290.      663,500.      MT  (+/- 180 meters Scaled)
 DK0689
 DK0689                          SUPERSEDED SURVEY CONTROL
 DK0689
 DK0689  NGVD 29 (??/??/??)   43.756  (m)          143.56   (f) ADJUSTED    2 0
 DK0689
 DK0689.Superseded values are not recommended for survey control.
 DK0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0689.See file dsdata.txt to determine how the superseded data were derived.
 DK0689
 DK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT101497(NAD 83)
 DK0689_MARKER: DB = BENCH MARK DISK
 DK0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0689_STAMPING: H 199 1957
 DK0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0689+STABILITY: SURFACE MOTION
 DK0689
 DK0689  HISTORY     - Date     Condition        Report By
 DK0689  HISTORY     - 1957     MONUMENTED       CGS
 DK0689  HISTORY     - 1972     GOOD             MSHD
 DK0689
 DK0689                          STATION DESCRIPTION
 DK0689
 DK0689'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0689'0.8 MI S FROM MOUND RAYOU.
 DK0689'THE MARK IS LOCATED 0.8 MILE SOUTH OF MOUND BAYOU ON THE WEST ROW OF
 DK0689'THE ILLINOIS CENTRAL RAILROAD TRACK IN THE NORTHWEST ANGLE OF A
 DK0689'CROSSING, 2.1 MILES NORTH OF MERIGOLD IN THE SOUTHEAST 1/4 OF SECTION
 DK0689'5, T 23 N, R 5W.  IT IS 234 FEET SOUTH OF MILE POST 105, 25 FEET WEST
 DK0689'OF THE WEST RAIL, 35 FEET EAST OF THE CENTER OF A GRAVELED ROAD ON THE
 DK0689'WEST SIDE OF THE TRACK, 86 FEET NORTHWEST OF THE CENTER OF THE
 DK0689'CROSSING, 14 FEET SOUTH OF TELEPHONE POLE NO. 4430, 1 FOOT NORTH OF A
 DK0689'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT
 DK0689'5 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 1 INCH.  TO REACH
 DK0689'FROM THE U.S. POST OFFICE IN MOUND BAYOU GO SOUTH ON U.S. HIGHWAY 61
 DK0689'FOR 0.75 MILE TO THE MARK ON THE RIGHT ABOUT 100 YARDS WEST OF THE
 DK0689'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0201 ***********************************************************************
 CP0201  DESIGNATION -  H 2
 CP0201  PID         -  CP0201
 CP0201  STATE/COUNTY-  MS/MADISON
 CP0201  USGS QUAD   -  CANTON (1989)
 CP0201
 CP0201                         *CURRENT SURVEY CONTROL
 CP0201  ___________________________________________________________________
 CP0201* NAD 83(1986)-  32 33 11.     (N)    090 04 08.     (W)     SCALED    
 CP0201* NAVD 88     -        75.877  (meters)     248.94   (feet)  ADJUSTED  
 CP0201  ___________________________________________________________________
 CP0201  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CP0201  DYNAMIC HT  -          75.790 (meters)     248.65  (feet)  COMP
 CP0201  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CP0201
 CP0201  VERT ORDER  -  SECOND    CLASS 0
 CP0201
 CP0201.The horizontal coordinates were scaled from a topographic map and have
 CP0201.an estimated accuracy of +/- 6 seconds.
 CP0201
 CP0201.The orthometric height was determined by differential leveling
 CP0201.and adjusted in June 1991.
 CP0201
 CP0201.The geoid height was determined by GEOID03.
 CP0201
 CP0201.The dynamic height is computed by dividing the NAVD 88
 CP0201.geopotential number by the normal gravity value computed on the
 CP0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0201.degrees latitude (g = 980.6199 gals.).
 CP0201
 CP0201.The modeled gravity was interpolated from observed gravity values.
 CP0201
 CP0201;                    North         East    Units  Estimated Accuracy
 CP0201;SPC MS W     -   338,510.      724,840.      MT  (+/- 180 meters Scaled)
 CP0201
 CP0201                          SUPERSEDED SURVEY CONTROL
 CP0201
 CP0201  NGVD 29 (??/??/92)   75.941  (m)          249.15   (f) ADJ UNCH    2 0
 CP0201
 CP0201.Superseded values are not recommended for survey control.
 CP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0201.See file dsdata.txt to determine how the superseded data were derived.
 CP0201
 CP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS752055(NAD 83)
 CP0201_MARKER: DB = BENCH MARK DISK
 CP0201_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0201_SP_SET: CONCRETE BRIDGE ABUTMENT
 CP0201_STAMPING: H 2 MISS
 CP0201_MARK LOGO: CGS   
 CP0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0201+STABILITY: SURFACE MOTION
 CP0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0201+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1989
 CP0201
 CP0201  HISTORY     - Date     Condition        Report By
 CP0201  HISTORY     - 1922     MONUMENTED       USGS
 CP0201  HISTORY     - 1965     GOOD             MSHD
 CP0201  HISTORY     - 19890330 GOOD             MSHD
 CP0201
 CP0201                          STATION DESCRIPTION
 CP0201
 CP0201'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 CP0201'4.5 MI S FROM CANTON.
 CP0201'TO REACH THE MARK FROM THE ILLINOIS CENTRAL RAILROAD STATION IN CANTON
 CP0201'GO 4.5 MILES SOUTH ALONG THE RAILROAD.  THE MARK IS SET 100 YARDS
 CP0201'NORTH OF THE CENTER OF THE CROSSING OF A PRIVATE ROAD AT BRIDGE 710.2
 CP0201'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 15 FEET
 CP0201'EAST OF THE CENTERLINE OF THE TRACK AND IS 4 FEET LOWER THAN THE
 CP0201'TRACK.
 CP0201
 CP0201                          STATION RECOVERY (1989)
 CP0201
 CP0201'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0201'TO REACH FROM THE COURTHOUSE IN CANTON, GO SOUTH ON U.S. 51 FOR 6.44
 CP0201'KM (4.00 MI) TO THE INTERSECTION OF RAGSDALE ROAD, CONTINUE SOUTHWEST
 CP0201'ON HIGHWAY 51 FOR 1.45 KM (0.90 MI) TO A CREEK, THENCE ABOUT 0.4 KM
 CP0201'(0.25 MI) NORTHWEST ALONG THE CREEK TO THE RAILROAD BRIDGE AND THE
 CP0201'MARK ABOUT 0.32 KM (0.20 MI) SOUTH OF MILE POST 710.
 CP0201'IT IS 3.66 M (12.0 FT) EAST OF THE EAST RAIL, 0.46 M (1.5 FT) WEST OF
 CP0201'THE EAST OF OF THE STEP SET IN A DRILL HOLE IN THE TOP OF THE SECOND
 CP0201'STEP FROM THE TOP OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE AND IS
 CP0201'ABOUT 1.52 M (5.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0530 ***********************************************************************
 EH0530  DESIGNATION -  H 201
 EH0530  PID         -  EH0530
 EH0530  STATE/COUNTY-  MS/COAHOMA
 EH0530  USGS QUAD   -  CLARKSDALE (1967)
 EH0530
 EH0530                         *CURRENT SURVEY CONTROL
 EH0530  ___________________________________________________________________
 EH0530* NAD 83(1986)-  34 12 21.     (N)    090 33 18.     (W)     SCALED    
 EH0530* NAVD 88     -        52.323  (meters)     171.66   (feet)  ADJUSTED  
 EH0530  ___________________________________________________________________
 EH0530  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0530  DYNAMIC HT  -          52.272 (meters)     171.50  (feet)  COMP
 EH0530  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EH0530
 EH0530  VERT ORDER  -  FIRST     CLASS II
 EH0530
 EH0530.The horizontal coordinates were scaled from a topographic map and have
 EH0530.an estimated accuracy of +/- 6 seconds.
 EH0530
 EH0530.The orthometric height was determined by differential leveling
 EH0530.and adjusted in June 1991.
 EH0530
 EH0530.The geoid height was determined by GEOID03.
 EH0530
 EH0530.The dynamic height is computed by dividing the NAVD 88
 EH0530.geopotential number by the normal gravity value computed on the
 EH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0530.degrees latitude (g = 980.6199 gals.).
 EH0530
 EH0530.The modeled gravity was interpolated from observed gravity values.
 EH0530
 EH0530;                    North         East    Units  Estimated Accuracy
 EH0530;SPC MS W     -   521,800.      679,570.      MT  (+/- 180 meters Scaled)
 EH0530
 EH0530                          SUPERSEDED SURVEY CONTROL
 EH0530
 EH0530  NGVD 29 (??/??/??)   52.370  (m)          171.82   (f) ADJUSTED    1 2
 EH0530
 EH0530.Superseded values are not recommended for survey control.
 EH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0530.See file dsdata.txt to determine how the superseded data were derived.
 EH0530
 EH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT252876(NAD 83)
 EH0530_MARKER: DB = BENCH MARK DISK
 EH0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0530_SP_SET: CONCRETE FOOTING
 EH0530_STAMPING: H 201 1957
 EH0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0530+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0530
 EH0530  HISTORY     - Date     Condition        Report By
 EH0530  HISTORY     - 1957     MONUMENTED       CGS
 EH0530  HISTORY     - 1973     GOOD             MSHD
 EH0530  HISTORY     - 20030623 GOOD             USACE
 EH0530
 EH0530                          STATION DESCRIPTION
 EH0530
 EH0530'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0530'1.1 MI E FROM CLARKSDALE.
 EH0530'THE MARK IS LOCATED 1.1 MILE SOUTH AND NE OF THE COURTHOUSE IN
 EH0530'CLARKSDALE IN THE WEST CORNER OF THE CONCRETE FOOTING OF THE WEST LEG
 EH0530'OF A SIX LEGGED WATER TANK OWNED BY THE CITY OF CLARKSDALE.  IT IS 286
 EH0530'FEET SE OF THE SE RAIL OF THE MAIN TRACK OF THE ICRR, 221 FEET SE OF
 EH0530'THE CENTER OF SOUTH EDWARDS AVENUE, 143 FEET SW OF THE CENTER OF
 EH0530'TENNESSEE AVENUE SET IN A DRILL HOLE IN THE WEST CORNER OF THE
 EH0530'CONCRETE FOOTING OF THE WEST LEG OF THE WATER TANK AND IS ABOUT 8
 EH0530'INCHES ABOVE THE GROUND.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EH0530'49 AND 61 AND DESOTO AVENUE IN CLARKSDALE GO NORTH ON DESOTO AVENUE
 EH0530'FOR 0.55 MILE TO THE JUNCTION OF SOUTH EDWARDS AVENUE JUST BEFORE
 EH0530'REACHING THE RAILROAD TRACK.  TURN RIGHT AND GO EAST ON SOUTH EDWARDS
 EH0530'AVENUE FOR 0.8 MILE TO THE JUNCTION OF TENNESSEE AVENUE AND THE TANK
 EH0530'AND THE MARK ON THE RIGHT.
 EH0530
 EH0530                          STATION RECOVERY (2003)
 EH0530
 EH0530'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0223 ***********************************************************************
 BW0223  DESIGNATION -  H 208
 BW0223  PID         -  BW0223
 BW0223  STATE/COUNTY-  MS/PIKE
 BW0223  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0223
 BW0223                         *CURRENT SURVEY CONTROL
 BW0223  ___________________________________________________________________
 BW0223* NAD 83(1986)-  31 09 35.     (N)    090 27 02.     (W)     SCALED    
 BW0223* NAVD 88     -        98.537  (meters)     323.28   (feet)  ADJUSTED  
 BW0223  ___________________________________________________________________
 BW0223  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BW0223  DYNAMIC HT  -          98.413 (meters)     322.88  (feet)  COMP
 BW0223  MODELED GRAV-     979,382.3   (mgal)                       NAVD 88
 BW0223
 BW0223  VERT ORDER  -  FIRST     CLASS I
 BW0223
 BW0223.The horizontal coordinates were scaled from a topographic map and have
 BW0223.an estimated accuracy of +/- 6 seconds.
 BW0223
 BW0223.The orthometric height was determined by differential leveling
 BW0223.and adjusted in June 1991.
 BW0223
 BW0223.The geoid height was determined by GEOID03.
 BW0223
 BW0223.The dynamic height is computed by dividing the NAVD 88
 BW0223.geopotential number by the normal gravity value computed on the
 BW0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0223.degrees latitude (g = 980.6199 gals.).
 BW0223
 BW0223.The modeled gravity was interpolated from observed gravity values.
 BW0223
 BW0223;                    North         East    Units  Estimated Accuracy
 BW0223;SPC MS W     -   183,990.      688,820.      MT  (+/- 180 meters Scaled)
 BW0223
 BW0223                          SUPERSEDED SURVEY CONTROL
 BW0223
 BW0223  NGVD 29 (??/??/??)   98.526  (m)          323.25   (f) ADJUSTED    1 1
 BW0223
 BW0223.Superseded values are not recommended for survey control.
 BW0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0223.See file dsdata.txt to determine how the superseded data were derived.
 BW0223
 BW0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ430501(NAD 83)
 BW0223_MARKER: DB = BENCH MARK DISK
 BW0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BW0223_SP_SET: 64 FT.
 BW0223_STAMPING: H 208 1959
 BW0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0223
 BW0223  HISTORY     - Date     Condition        Report By
 BW0223  HISTORY     - 1959     MONUMENTED       CGS
 BW0223  HISTORY     - 1969     GOOD             NGS
 BW0223  HISTORY     - 1972     MARK NOT FOUND   USGS
 BW0223  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0223
 BW0223                          STATION DESCRIPTION
 BW0223
 BW0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0223'1.25 MI N FROM MAGNOLIA.
 BW0223'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0223'CROSSING OF STATE HIGHWAY 48 AT MAGNOLIA, AT A DIRT ROAD CROSSING,
 BW0223'0.15 MILE NORTH OF MILEPOST 813, 45 FEET SOUTHWEST OF THE CENTER OF
 BW0223'THE CROSSING OF THE WEST TRACK, 32.5 FEET WEST OF THE WEST RAIL OF THE
 BW0223'WEST TRACK, 28 FEET EAST OF THE EAST RAIL OF A SPUR TRACK TO A LUMBER
 BW0223'MILL, 28 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 1 FOOT SOUTH
 BW0223'OF A METAL WITNESS POST, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT
 BW0223'ABOVE THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 BW0223'COATED STEEL ROD ONE FOOT BELOW THE LEVEL OF THE GROUND AND PROTECTED
 BW0223'BY A 6 INCH TILE WHICH IS 1/2 FOOT BELOW THE LEVEL OF THE GROUND. THE
 BW0223'ROD WAS DRIVEN TO A DEPTH OF 64 FEET.  1/4, SEC 1, T 2N,R 7E.
 BW0223
 BW0223                          STATION RECOVERY (1972)
 BW0223
 BW0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BW0223'MARK NOT FOUND.
 BW0223
 BW0223                          STATION RECOVERY (1992)
 BW0223
 BW0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0223'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0124 ***********************************************************************
 BW0124  DESIGNATION -  H 209
 BW0124  PID         -  BW0124
 BW0124  STATE/COUNTY-  MS/COPIAH
 BW0124  USGS QUAD   -  WESSON (1972)
 BW0124
 BW0124                         *CURRENT SURVEY CONTROL
 BW0124  ___________________________________________________________________
 BW0124* NAD 83(1986)-  31 43 46.     (N)    090 23 29.     (W)     SCALED    
 BW0124* NAVD 88     -       142.039  (meters)     466.01   (feet)  ADJUSTED  
 BW0124  ___________________________________________________________________
 BW0124  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW0124  DYNAMIC HT  -         141.869 (meters)     465.45  (feet)  COMP
 BW0124  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 BW0124
 BW0124  VERT ORDER  -  FIRST     CLASS I
 BW0124
 BW0124.The horizontal coordinates were scaled from a topographic map and have
 BW0124.an estimated accuracy of +/- 6 seconds.
 BW0124
 BW0124.The orthometric height was determined by differential leveling
 BW0124.and adjusted in February 1994.
 BW0124
 BW0124.The geoid height was determined by GEOID03.
 BW0124
 BW0124.The dynamic height is computed by dividing the NAVD 88
 BW0124.geopotential number by the normal gravity value computed on the
 BW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0124.degrees latitude (g = 980.6199 gals.).
 BW0124
 BW0124.The modeled gravity was interpolated from observed gravity values.
 BW0124
 BW0124;                    North         East    Units  Estimated Accuracy
 BW0124;SPC MS W     -   247,150.      694,500.      MT  (+/- 180 meters Scaled)
 BW0124
 BW0124                          SUPERSEDED SURVEY CONTROL
 BW0124
 BW0124  NAVD 88 (06/15/91)  142.038  (m)          466.00   (f) UNKNOWN     1 1
 BW0124  NGVD 29 (??/??/??)  142.036  (m)          466.00   (f) ADJUSTED    1 1
 BW0124
 BW0124.Superseded values are not recommended for survey control.
 BW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0124.See file dsdata.txt to determine how the superseded data were derived.
 BW0124
 BW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR471134(NAD 83)
 BW0124_MARKER: DB = BENCH MARK DISK
 BW0124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0124_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BW0124_STAMPING: H 209 1960
 BW0124_MARK LOGO: CGS   
 BW0124_MAGNETIC: P = MARKER IS A STEEL PIPE
 BW0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0124+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0124
 BW0124  HISTORY     - Date     Condition        Report By
 BW0124  HISTORY     - 1960     MONUMENTED       CGS
 BW0124  HISTORY     - 1969     GOOD             NGS
 BW0124  HISTORY     - 19920720 GOOD             NGS
 BW0124
 BW0124                          STATION DESCRIPTION
 BW0124
 BW0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0124'2.2 MI N FROM WESSON.
 BW0124'ABOUT 2.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0124'CROSSING OF SPRING STREET AT WESSON, 0.6 MILE NORTH OF A BLACK TOPPED
 BW0124'ROAD CROSSING, 11 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 3 FEET
 BW0124'WEST OF MILEPOST 772, AND IS A DISK BRAZED ON THE TOP OF A 3-INCH IRON
 BW0124'PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND AND 2 1/2
 BW0124'FEET BELOW THE LEVEL OF THE TRACK.  1/4, SEC 27, T 9N, R 8E.
 BW0124
 BW0124                          STATION RECOVERY (1992)
 BW0124
 BW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0124'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0124'HAZELHURST, THENCE 15.3 KM (9.50 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0124'CENTRAL RAILROAD, 3.4 M (11.2 FT) SOUTHWEST OF THE NEAR RAIL, 1.6 M
 BW0124'(5.2 FT) NORTHEAST OF A WITNESS POST, 0.9 M (3.0 FT) SOUTHWEST OF
 BW0124'MILEPOST 772, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 BW0124'NOTE--THE DISK IS BRAZED TO A 3-INCH METAL PIPE AND PROJECTS 0.2 M
 BW0124'(0.7 FT) ABOVE THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0489 ***********************************************************************
 BW0489  DESIGNATION -  H 21
 BW0489  PID         -  BW0489
 BW0489  STATE/COUNTY-  MS/FRANKLIN
 BW0489  USGS QUAD   -  KIRBY (1988)
 BW0489
 BW0489                         *CURRENT SURVEY CONTROL
 BW0489  ___________________________________________________________________
 BW0489* NAD 83(1986)-  31 30 42.     (N)    090 58 53.     (W)     SCALED    
 BW0489* NAVD 88     -        77.56   (+/-2cm)     254.5    (feet)  VERTCON   
 BW0489  ___________________________________________________________________
 BW0489  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0489
 BW0489.The horizontal coordinates were scaled from a topographic map and have
 BW0489.an estimated accuracy of +/- 6 seconds.
 BW0489
 BW0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0489.The vertical order pertains to the NGVD 29 superseded value.
 BW0489
 BW0489.The geoid height was determined by GEOID03.
 BW0489
 BW0489;                    North         East    Units  Estimated Accuracy
 BW0489;SPC MS W     -   223,190.      638,440.      MT  (+/- 180 meters Scaled)
 BW0489
 BW0489                          SUPERSEDED SURVEY CONTROL
 BW0489
 BW0489  NGVD 29 (??/??/92)   77.565  (m)          254.48   (f) ADJ UNCH    2 0
 BW0489
 BW0489.Superseded values are not recommended for survey control.
 BW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0489.See file dsdata.txt to determine how the superseded data were derived.
 BW0489
 BW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ916880(NAD 83)
 BW0489_MARKER: DB = BENCH MARK DISK
 BW0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BW0489_SP_SET: BRIDGE
 BW0489_STAMPING: 254.478 H 21 1934
 BW0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0489
 BW0489  HISTORY     - Date     Condition        Report By
 BW0489  HISTORY     - 1934     MONUMENTED       CGS
 BW0489  HISTORY     - 1968     GOOD             MSHD
 BW0489
 BW0489                          STATION DESCRIPTION
 BW0489
 BW0489'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0489'5.0 MI E FROM ROXIE.
 BW0489'THE MARK IS LOCATED 5.0 MILES EAST ALONG THE MISSISSIPPI CENTRAL
 BW0489'RAILROAD FROM ROXIE AT A STEEL BRIDGE NO. 121.0 OVER MORGAN FORK CREEK
 BW0489'AND IS IN THE SOUTHEAST 1/4 OF SECTION 3, T 6N, R 2E.  IT IS 4 FEET
 BW0489'SOUTH OF THE SOUTH RAIL, 6 FEET NORTH OF THE SOUTH EDGE OF THE
 BW0489'ABUTMENT, AND 52 FEET WEST OF A SWITCH TO A SIDE TRACK.  NOTE-- TO
 BW0489'REACH FROM THE U.S. POST OFFICE IN ROXIE GO NORTH ON EAST BOULEVARD
 BW0489'FOR .05 MILE TO THIRD STREET.  TURN RIGHT AND CONTINUE ON THIRD STREET
 BW0489'FOR 0.15 MILE TO U.S. HIGHWAY 84.  TURN RIGHT (EAST) AND CONTINUE ON
 BW0489'U.S. HIGHWAY 84 FOR 3.2 MILES TO A SIDE ROAD LEFT AND STATION WELLS ON
 BW0489'THE RIGHT.  TURN LEFT AND CONTINUE ON A BLACKTOP ROAD FOR 2.65 MILES
 BW0489'TO THE RAILROAD BRIDGE AND THE MARK IN THE EAST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0314 ***********************************************************************
 CP0314  DESIGNATION -  H 210
 CP0314  PID         -  CP0314
 CP0314  STATE/COUNTY-  MS/HINDS
 CP0314  USGS QUAD   -  JACKSON (1998)
 CP0314
 CP0314                         *CURRENT SURVEY CONTROL
 CP0314  ___________________________________________________________________
 CP0314* NAD 83(1986)-  32 17 04.     (N)    090 11 00.     (W)     SCALED    
 CP0314* NAVD 88     -        83.004  (meters)     272.32   (feet)  ADJUSTED  
 CP0314  ___________________________________________________________________
 CP0314  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP0314  DYNAMIC HT  -          82.911 (meters)     272.02  (feet)  COMP
 CP0314  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 CP0314
 CP0314  VERT ORDER  -  FIRST     CLASS II
 CP0314
 CP0314.The horizontal coordinates were scaled from a topographic map and have
 CP0314.an estimated accuracy of +/- 6 seconds.
 CP0314
 CP0314.The orthometric height was determined by differential leveling
 CP0314.and adjusted in July 1994.
 CP0314
 CP0314.The geoid height was determined by GEOID03.
 CP0314
 CP0314.The dynamic height is computed by dividing the NAVD 88
 CP0314.geopotential number by the normal gravity value computed on the
 CP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0314.degrees latitude (g = 980.6199 gals.).
 CP0314
 CP0314.The modeled gravity was interpolated from observed gravity values.
 CP0314
 CP0314;                    North         East    Units  Estimated Accuracy
 CP0314;SPC MS W     -   308,700.      714,130.      MT  (+/- 180 meters Scaled)
 CP0314
 CP0314                          SUPERSEDED SURVEY CONTROL
 CP0314
 CP0314  NAVD 88 (06/15/91)   83.009  (m)          272.34   (f) UNKNOWN     1 2
 CP0314  NGVD 29 (??/??/??)   83.019  (m)          272.37   (f) ADJUSTED    1 2
 CP0314
 CP0314.Superseded values are not recommended for survey control.
 CP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0314.See file dsdata.txt to determine how the superseded data were derived.
 CP0314
 CP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR652754(NAD 83)
 CP0314_MARKER: DB = BENCH MARK DISK
 CP0314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0314_SP_SET: ABUTMENT
 CP0314_STAMPING: H 210 1960
 CP0314_MARK LOGO: CGS   
 CP0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0314+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP0314
 CP0314  HISTORY     - Date     Condition        Report By
 CP0314  HISTORY     - 1960     MONUMENTED       CGS
 CP0314  HISTORY     - 1977     GOOD             MSHD
 CP0314  HISTORY     - 19920611 GOOD             NGS
 CP0314
 CP0314                          STATION DESCRIPTION
 CP0314
 CP0314'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0314'1.1 MI SSE FROM JACKSON.
 CP0314'THE MARK IS LOCATED 1.1 MILES SOUTH-SOUTHEAST OF THE CENTER OF
 CP0314'DOWNTOWN JACKSON IN THE EAST END OF THE SOUTH ABUTMENT OF AN ABANDONED
 CP0314'BRIDGE OVER TOWN CREEK, 0.2 MILE NORTH OF THE U.S. HIGHWAY 80 OVERPASS
 CP0314'IN THE SOUTHEAST 1/4 OF SECTION 10, T 5N, R 1E.  IT IS 40.5 FEET WEST
 CP0314'OF THE CENTER OF THE SOUTH BOUND LANE OF STATE STREET, 18.5 FEET EAST
 CP0314'OF THE CENTER OF THE ABANDONED BRIDGE SET IN A DRILL HOLE, 0.9 FEET
 CP0314'WEST OF THE EAST END OF THE SOUTH ABUTMENT OF THE ABANDONED CONCRETE
 CP0314'BRIDGE AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE BRIDGE. NOTE-- TO
 CP0314'REACH FROM THE OLD CAPITOL BUILDING AT THE EAST END OF CAPITOL STREET
 CP0314'IN JACKSON GO SOUTH ON STATE STREET FOR 1 MILE TO THE BRIDGE AND THE
 CP0314'MARK ON THE RIGHT JUST BEYOND A USED CAR LOT.
 CP0314
 CP0314                          STATION RECOVERY (1992)
 CP0314
 CP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0314'IN JACKSON, AT THE INTERSECTION OF STATE AND RANKIN STREETS, IN TOP OF
 CP0314'AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 CP0314'ABUTMENT OF AN ABANDONED BRIDGE SPANNING TOWN CREEK, 178.6 M
 CP0314'(586.0 FT) SOUTH OF THE CENTERLINE OF RANKIN STREET, 18.3 M
 CP0314'(60.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF STATE
 CP0314'STREET, 5.7 M (18.7 FT) SOUTHEAST OF THE CENTER OF THE ABANDONED
 CP0314'ROAD, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0463 ***********************************************************************
 CO0463  DESIGNATION -  H 211
 CO0463  PID         -  CO0463
 CO0463  STATE/COUNTY-  MS/LAUDERDALE
 CO0463  USGS QUAD   -  TOOMSUBA (1982)
 CO0463
 CO0463                         *CURRENT SURVEY CONTROL
 CO0463  ___________________________________________________________________
 CO0463* NAD 83(1986)-  32 25 11.     (N)    088 31 25.     (W)     SCALED    
 CO0463* NAVD 88     -        89.872  (meters)     294.86   (feet)  ADJUSTED  
 CO0463  ___________________________________________________________________
 CO0463  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CO0463  DYNAMIC HT  -          89.766 (meters)     294.51  (feet)  COMP
 CO0463  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 CO0463
 CO0463  VERT ORDER  -  FIRST     CLASS I
 CO0463
 CO0463.The horizontal coordinates were scaled from a topographic map and have
 CO0463.an estimated accuracy of +/- 6 seconds.
 CO0463
 CO0463.The orthometric height was determined by differential leveling
 CO0463.and adjusted in June 1991.
 CO0463
 CO0463.The geoid height was determined by GEOID03.
 CO0463
 CO0463.The dynamic height is computed by dividing the NAVD 88
 CO0463.geopotential number by the normal gravity value computed on the
 CO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0463.degrees latitude (g = 980.6199 gals.).
 CO0463
 CO0463.The modeled gravity was interpolated from observed gravity values.
 CO0463
 CO0463;                    North         East    Units  Estimated Accuracy
 CO0463;SPC MS E     -   323,730.      329,130.      MT  (+/- 180 meters Scaled)
 CO0463
 CO0463                          SUPERSEDED SURVEY CONTROL
 CO0463
 CO0463  NGVD 29 (??/??/??)   89.854  (m)          294.80   (f) ADJUSTED    1 1
 CO0463
 CO0463.Superseded values are not recommended for survey control.
 CO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0463.See file dsdata.txt to determine how the superseded data were derived.
 CO0463
 CO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA567879(NAD 83)
 CO0463_MARKER: DB = BENCH MARK DISK
 CO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0463_SP_SET: CONCRETE POST
 CO0463_STAMPING: H 211 1960
 CO0463_MARK LOGO: CGS   
 CO0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0463+STABILITY: SURFACE MOTION
 CO0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0463+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 CO0463
 CO0463  HISTORY     - Date     Condition        Report By
 CO0463  HISTORY     - 1960     MONUMENTED       CGS
 CO0463  HISTORY     - 1968     GOOD             NGS
 CO0463  HISTORY     - 19900214 GOOD             MSHD
 CO0463
 CO0463                          STATION DESCRIPTION
 CO0463
 CO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0463'1.15 MI W FROM TOOMSUBA.
 CO0463'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE BAPTIST
 CO0463'CHURCH AT TOOMSUBA, IN SECTION 26, T 7 N, R 17 E, 62 1/2 FEET NORTH OF
 CO0463'THE CENTERLINE OF THE HIGHWAY, 151 FEET NORTH AND ACROSS THE HIGHWAY
 CO0463'FROM THE NORTHEAST CORNER OF WELCHS RESTAURANT, 52 1/2 FEET NORTHEAST
 CO0463'OF THE MIDDLE OF THREE OAK TREES, 1.6 FEET NORTHEAST OF A METAL
 CO0463'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 CO0463'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 CO0463
 CO0463                          STATION RECOVERY (1990)
 CO0463
 CO0463'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0463'MARK IS ABOUT 10.8 MI (17.4 KM) EAST NORTHEAST OF MERIDIAN, NEAR THE
 CO0463'NORTH R.O.W OF U.S. HIGHWAYS 11 AND 80, 1 MI (1.6 KM) WEST OF
 CO0463'TOOMSUBA AND IS IN SECTION 26, T 7N, R 17E.
 CO0463'TO REACH FROM THE BAPTIST CHURCH IN TOOMSUBA, GO WEST ON U.S. HIGHWAYS
 CO0463'11 AND 80 FOR 1.15 MI (1.85 KM) TO THE MARK ON THE RIGHT.
 CO0463'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0463'1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND,
 CO0463'179 FT (54.6 M) NORTH OF THE NORTHEAST CORNER OF RAINERS GROCERY, 112
 CO0463'FT (34.1 M) EAST OF THE SOUTHEAST CORNER OF A CYCLONE FENCE, 93.5 FT
 CO0463'(28.5 M) WEST OF A POWER POLE, 62.5 FT (19.1 M) NORTH OF THE CENTER
 CO0463'OF THE HIGHWAY, 38 FT (11.6 M) SOUTH OF A POWER SERVICE POLE, 27 FT
 CO0463'(8.2 M) NORTHWEST OF A 10 INCH OAK WHICH IS THE MOST WESTERLY ONE OF
 CO0463'A ROW OF TREES, 27 FT (8.2 M) SOUTH OF A 24 INCH PINE, 15 FT (4.6 M)
 CO0463'WEST OF THE CENTER OF A DRIVEWAY AND 3 FT (0.9 M) SOUTHWEST OF A METAL
 CO0463'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0909 ***********************************************************************
 CO0909  DESIGNATION -  H 212 RESET 1963
 CO0909  PID         -  CO0909
 CO0909  STATE/COUNTY-  MS/SCOTT
 CO0909  USGS QUAD   -  MORTON (1982)
 CO0909
 CO0909                         *CURRENT SURVEY CONTROL
 CO0909  ___________________________________________________________________
 CO0909* NAD 83(1986)-  32 21 13.     (N)    089 39 16.     (W)     SCALED    
 CO0909* NAVD 88     -       141.702  (meters)     464.90   (feet)  ADJUSTED  
 CO0909  ___________________________________________________________________
 CO0909  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CO0909  DYNAMIC HT  -         141.536 (meters)     464.36  (feet)  COMP
 CO0909  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CO0909  OBS GRAVITY -     979,463.9   (mgal)                       GRAV_OBS
 CO0909
 CO0909  VERT ORDER  -  FIRST     CLASS I
 CO0909
 CO0909.The horizontal coordinates were scaled from a topographic map and have
 CO0909.an estimated accuracy of +/- 6 seconds.
 CO0909
 CO0909.The orthometric height was determined by differential leveling
 CO0909.and adjusted in June 1991.
 CO0909
 CO0909.The geoid height was determined by GEOID03.
 CO0909
 CO0909.The dynamic height is computed by dividing the NAVD 88
 CO0909.geopotential number by the normal gravity value computed on the
 CO0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0909.degrees latitude (g = 980.6199 gals.).
 CO0909
 CO0909.The modeled gravity was interpolated from observed gravity values.
 CO0909.The observed gravity was obtained from relative gravimeter ties
 CO0909.to the IGSN71 gravity network.
 CO0909
 CO0909;                    North         East    Units  Estimated Accuracy
 CO0909;SPC MS E     -   316,660.      222,710.      MT  (+/- 180 meters Scaled)
 CO0909
 CO0909                          SUPERSEDED SURVEY CONTROL
 CO0909
 CO0909  NGVD 29 (??/??/??)  141.699  (m)          464.89   (f) ADJUSTED    1 1
 CO0909
 CO0909.Superseded values are not recommended for survey control.
 CO0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0909.See file dsdata.txt to determine how the superseded data were derived.
 CO0909
 CO0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA502827(NAD 83)
 CO0909_MARKER: DB = BENCH MARK DISK
 CO0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0909_SP_SET: RETAINING WALL
 CO0909_STAMPING: H 212 RESET 1963
 CO0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0909
 CO0909  HISTORY     - Date     Condition        Report By
 CO0909  HISTORY     - 1963     MONUMENTED       CGS
 CO0909  HISTORY     - 1968     GOOD             NGS
 CO0909
 CO0909                          STATION DESCRIPTION
 CO0909
 CO0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0909'0.15 MI E FROM MORTON.
 CO0909'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE ILLINOIS CENTRAL
 CO0909'RAILROAD STATION AT MORTON, 32 FEET NORTH OF THE CENTERLINE OF THE
 CO0909'HIGHWAY, 77 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 13, SET IN
 CO0909'THE CENTER OF THE TOP OF THE SOUTH CONCRETE RETAINING WALL OF A CATCH
 CO0909'BASIN, 51 FEET WEST OF THE MORE NORTHERLY OF 2 POLES THAT ARE
 CO0909'CONNECTED BY A WIRE TO WHICH A TRAFFIC WARNING LIGHT IS ATTACHED, 64
 CO0909'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE BRICK
 CO0909'BUILDING PRESENTLY OCCUPIED BY THE STRAHAN FURNITURE COMPANY, AND
 CO0909'ABOUT LEVEL WITH THE HIGHWAY.  SEC 23, T 6N, R 6E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0539 ***********************************************************************
 CO0539  DESIGNATION -  H 213
 CO0539  PID         -  CO0539
 CO0539  STATE/COUNTY-  MS/LAUDERDALE
 CO0539  USGS QUAD   -  MEEHAN (1982)
 CO0539
 CO0539                         *CURRENT SURVEY CONTROL
 CO0539  ___________________________________________________________________
 CO0539* NAD 83(1986)-  32 18 48.     (N)    088 51 54.     (W)     SCALED    
 CO0539* NAVD 88     -       101.572  (meters)     333.24   (feet)  ADJUSTED  
 CO0539  ___________________________________________________________________
 CO0539  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CO0539  DYNAMIC HT  -         101.453 (meters)     332.85  (feet)  COMP
 CO0539  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CO0539
 CO0539  VERT ORDER  -  FIRST     CLASS I
 CO0539
 CO0539.The horizontal coordinates were scaled from a topographic map and have
 CO0539.an estimated accuracy of +/- 6 seconds.
 CO0539
 CO0539.The orthometric height was determined by differential leveling
 CO0539.and adjusted in June 1991.
 CO0539
 CO0539.The geoid height was determined by GEOID03.
 CO0539
 CO0539.The dynamic height is computed by dividing the NAVD 88
 CO0539.geopotential number by the normal gravity value computed on the
 CO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0539.degrees latitude (g = 980.6199 gals.).
 CO0539
 CO0539.The modeled gravity was interpolated from observed gravity values.
 CO0539
 CO0539;                    North         East    Units  Estimated Accuracy
 CO0539;SPC MS E     -   311,890.      297,020.      MT  (+/- 180 meters Scaled)
 CO0539
 CO0539                          SUPERSEDED SURVEY CONTROL
 CO0539
 CO0539  NGVD 29 (??/??/??)  101.560  (m)          333.20   (f) ADJUSTED    1 1
 CO0539
 CO0539.Superseded values are not recommended for survey control.
 CO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0539.See file dsdata.txt to determine how the superseded data were derived.
 CO0539
 CO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA244766(NAD 83)
 CO0539_MARKER: DB = BENCH MARK DISK
 CO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0539_SP_SET: CONCRETE POST
 CO0539_STAMPING: H 213 1961
 CO0539_MARK LOGO: CGS   
 CO0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0539+STABILITY: SURFACE MOTION
 CO0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0539+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 CO0539
 CO0539  HISTORY     - Date     Condition        Report By
 CO0539  HISTORY     - 1961     MONUMENTED       CGS
 CO0539  HISTORY     - 1968     GOOD             NGS
 CO0539  HISTORY     - 19900214 SEE DESCRIPTION  MSHD
 CO0539
 CO0539                          STATION DESCRIPTION
 CO0539
 CO0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0539'5.0 MI SE FROM CHUNKY.
 CO0539'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0539'CHUNKY, THENCE 1.1 MILES SOUTHWEST ALONG A PAVED ROAD, IN SECTION 33,
 CO0539'T 6 N, R 14 E, NORTHWEST OF AND AT THE FOOT OF A HILL, 34 FEET
 CO0539'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 55 FEET WEST AND ACROSS THE
 CO0539'ROAD FROM A MARKER POST FOR AN UNDERGROUND TELEPHONE CABLE, IN LINE
 CO0539'WITH A ROW OF POWER POLES WHICH BEAR LINES THAT CROSS THE ROAD, 2.6
 CO0539'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 CO0539'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0539'PROJECTS 6 INCHES.
 CO0539
 CO0539                          STATION RECOVERY (1990)
 CO0539
 CO0539'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0539'MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0623 ***********************************************************************
 BV0623  DESIGNATION -  H 22
 BV0623  PID         -  BV0623
 BV0623  STATE/COUNTY-  MS/FORREST
 BV0623  USGS QUAD   -  HATTIESBURG (1982)
 BV0623
 BV0623                         *CURRENT SURVEY CONTROL
 BV0623  ___________________________________________________________________
 BV0623* NAD 83(1986)-  31 21 14.     (N)    089 19 48.     (W)     SCALED    
 BV0623* NAVD 88     -        48.00   (+/-2cm)     157.5    (feet)  VERTCON   
 BV0623  ___________________________________________________________________
 BV0623  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BV0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0623
 BV0623.The horizontal coordinates were scaled from a topographic map and have
 BV0623.an estimated accuracy of +/- 6 seconds.
 BV0623
 BV0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0623.The vertical order pertains to the NGVD 29 superseded value.
 BV0623
 BV0623.The geoid height was determined by GEOID03.
 BV0623
 BV0623;                    North         East    Units  Estimated Accuracy
 BV0623;SPC MS E     -   205,620.      252,740.      MT  (+/- 180 meters Scaled)
 BV0623
 BV0623                          SUPERSEDED SURVEY CONTROL
 BV0623
 BV0623  NGVD 29 (??/??/92)   48.021  (m)          157.55   (f) ADJ UNCH    2 0
 BV0623
 BV0623.Superseded values are not recommended for survey control.
 BV0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0623.See file dsdata.txt to determine how the superseded data were derived.
 BV0623
 BV0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV783711(NAD 83)
 BV0623_MARKER: DB = BENCH MARK DISK
 BV0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0623_STAMPING: H 22 1934
 BV0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0623+STABILITY: SURFACE MOTION
 BV0623
 BV0623  HISTORY     - Date     Condition        Report By
 BV0623  HISTORY     - 1934     MONUMENTED       CGS
 BV0623  HISTORY     - 1956     MARK NOT FOUND   NGS
 BV0623  HISTORY     - 1965     MARK NOT FOUND   NGS
 BV0623
 BV0623                          STATION DESCRIPTION
 BV0623
 BV0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0623'3.4 MI NW FROM HATTIESBURG.
 BV0623'LOCATED 3.4 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BV0623'THE STATION IN HATTIESBURG, 9 FEET EAST OF THE STATION SIGN AT
 BV0623'RIVERSIDE AND 15 FEET SOUTH OF THE CENTER OF THE TRACK.  A STANDARD
 BV0623'DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SIGN AT RIVERSIDE
 BV0623'IS GONE.
 BV0623
 BV0623                          STATION RECOVERY (1965)
 BV0623
 BV0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BV0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1009 ***********************************************************************
 CO1009  DESIGNATION -  H 223
 CO1009  PID         -  CO1009
 CO1009  STATE/COUNTY-  MS/NEWTON
 CO1009  USGS QUAD   -  CHUNKY (1983)
 CO1009
 CO1009                         *CURRENT SURVEY CONTROL
 CO1009  ___________________________________________________________________
 CO1009* NAD 83(1986)-  32 19 34.     (N)    088 56 14.     (W)     SCALED    
 CO1009* NAVD 88     -        90.403  (meters)     296.60   (feet)  ADJUSTED  
 CO1009  ___________________________________________________________________
 CO1009  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CO1009  DYNAMIC HT  -          90.297 (meters)     296.25  (feet)  COMP
 CO1009  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CO1009
 CO1009  VERT ORDER  -  FIRST     CLASS I
 CO1009
 CO1009.The horizontal coordinates were scaled from a topographic map and have
 CO1009.an estimated accuracy of +/- 6 seconds.
 CO1009
 CO1009.The orthometric height was determined by differential leveling
 CO1009.and adjusted in June 1991.
 CO1009
 CO1009.The geoid height was determined by GEOID03.
 CO1009
 CO1009.The dynamic height is computed by dividing the NAVD 88
 CO1009.geopotential number by the normal gravity value computed on the
 CO1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1009.degrees latitude (g = 980.6199 gals.).
 CO1009
 CO1009.The modeled gravity was interpolated from observed gravity values.
 CO1009
 CO1009;                    North         East    Units  Estimated Accuracy
 CO1009;SPC MS E     -   313,320.      290,220.      MT  (+/- 180 meters Scaled)
 CO1009
 CO1009                          SUPERSEDED SURVEY CONTROL
 CO1009
 CO1009  NGVD 29 (??/??/??)   90.393  (m)          296.56   (f) ADJUSTED    1 1
 CO1009
 CO1009.Superseded values are not recommended for survey control.
 CO1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1009.See file dsdata.txt to determine how the superseded data were derived.
 CO1009
 CO1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA176782(NAD 83)
 CO1009_MARKER: DB = BENCH MARK DISK
 CO1009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1009_STAMPING: H 223 1968
 CO1009_MARK LOGO: CGS   
 CO1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1009+STABILITY: SURFACE MOTION
 CO1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1009+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 CO1009
 CO1009  HISTORY     - Date     Condition        Report By
 CO1009  HISTORY     - UNK      MONUMENTED
 CO1009  HISTORY     - 19890810 GOOD             MSHD
 CO1009
 CO1009                          STATION DESCRIPTION
 CO1009
 CO1009'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1009'MARK IS LOCATED 0.64 KM (0.40 MI) WEST OF CHUNKY, 0.32 KM (0.20 MI)
 CO1009'EAST OF A CONCRETE BRIDGE OVER TONACANA CREEK IN SECTION 35, T6N,
 CO1009'R13E.  TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO WEST OF U.S.
 CO1009'HIGHWAY 80 FOR 0.48 KM (0.30 MI) TO THE MARK ON THE LEFT.  MARK IS A
 CO1009'STANDARD DISK SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH
 CO1009'HEADWALL OF A CONCRETE BOX CULVERT.  IT IS 7.16 M (23.5 FT) SOUTH OF
 CO1009'THE CENTER OF HIGHWAY 80, 0.37 M (1.2 FT) EAST OF THE WEST END OF THE
 CO1009'HEADWALL AND IS ABOUT 1.22 M (4.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0880 ***********************************************************************
 CO0880  DESIGNATION -  H 224
 CO0880  PID         -  CO0880
 CO0880  STATE/COUNTY-  MS/RANKIN
 CO0880  USGS QUAD   -  PELAHATCHIE (1982)
 CO0880
 CO0880                         *CURRENT SURVEY CONTROL
 CO0880  ___________________________________________________________________
 CO0880* NAD 83(1986)-  32 18 32.     (N)    089 51 17.     (W)     SCALED    
 CO0880* NAVD 88     -       109.624  (meters)     359.66   (feet)  ADJUSTED  
 CO0880  ___________________________________________________________________
 CO0880  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CO0880  DYNAMIC HT  -         109.496 (meters)     359.24  (feet)  COMP
 CO0880  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CO0880
 CO0880  VERT ORDER  -  FIRST     CLASS I
 CO0880
 CO0880.The horizontal coordinates were scaled from a topographic map and have
 CO0880.an estimated accuracy of +/- 6 seconds.
 CO0880
 CO0880.The orthometric height was determined by differential leveling
 CO0880.and adjusted in June 1991.
 CO0880
 CO0880.The geoid height was determined by GEOID03.
 CO0880
 CO0880.The dynamic height is computed by dividing the NAVD 88
 CO0880.geopotential number by the normal gravity value computed on the
 CO0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0880.degrees latitude (g = 980.6199 gals.).
 CO0880
 CO0880.The modeled gravity was interpolated from observed gravity values.
 CO0880
 CO0880;                    North         East    Units  Estimated Accuracy
 CO0880;SPC MS W     -   311,500.      745,070.      MT  (+/- 180 meters Scaled)
 CO0880
 CO0880                          SUPERSEDED SURVEY CONTROL
 CO0880
 CO0880  NGVD 29 (??/??/??)  109.624  (m)          359.66   (f) ADJUSTED    1 1
 CO0880
 CO0880.Superseded values are not recommended for survey control.
 CO0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0880.See file dsdata.txt to determine how the superseded data were derived.
 CO0880
 CO0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA312782(NAD 83)
 CO0880_MARKER: DB = BENCH MARK DISK
 CO0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0880_STAMPING: H 224 1968
 CO0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0880+STABILITY: SURFACE MOTION
 CO0880
 CO0880  HISTORY     - Date     Condition        Report By
 CO0880  HISTORY     - 1968     MONUMENTED       CGS
 CO0880  HISTORY     - 1977     POOR             MSHD
 CO0880
 CO0880                          STATION DESCRIPTION
 CO0880
 CO0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0880'4.35 MI W FROM PELAHATCHIE.
 CO0880'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0880'PELAHATCHIE, THENCE 0.35 MILE SOUTH ALONG A PAVED ROAD TO THE PAYNE
 CO0880'AIRPORT, 0.15 MILE SOUTHWEST OF THE CECIL H. PAYNE BRICK HOUSE, 34
 CO0880'FEET EAST OF THE CENTERLINE OF THE ROAD, 115 FEET NORTH OF THE
 CO0880'CENTERLINE OF A GRASS RUNWAY, 107 FEET EAST AND ACROSS THE ROAD FROM A
 CO0880'POWER POLE WHICH BEARS A TRANSFORMER, 18 1/2 FEET NORTHWEST OF THE
 CO0880'SOUTHWEST CORNER OF A METAL HANGAR, 71 FEET NORTH OF A GAS PUMP, 24
 CO0880'FEET NORTH OF THE CENTER OF AN IRON GATE, 3 FEET EAST OF A FENCE,
 CO0880'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CO0880'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CO0880
 CO0880                          STATION RECOVERY (1977)
 CO0880
 CO0880'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0880'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0559 ***********************************************************************
 CP0559  DESIGNATION -  H 225
 CP0559  PID         -  CP0559
 CP0559  STATE/COUNTY-  MS/WARREN
 CP0559  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0559
 CP0559                         *CURRENT SURVEY CONTROL
 CP0559  ___________________________________________________________________
 CP0559* NAD 83(1986)-  32 18 47.     (N)    090 54 05.     (W)     SCALED    
 CP0559* NAVD 88     -        49.374  (meters)     161.99   (feet)  ADJUSTED  
 CP0559  ___________________________________________________________________
 CP0559  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0559  DYNAMIC HT  -          49.317 (meters)     161.80  (feet)  COMP
 CP0559  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CP0559
 CP0559  VERT ORDER  -  FIRST     CLASS I
 CP0559
 CP0559.The horizontal coordinates were scaled from a topographic map and have
 CP0559.an estimated accuracy of +/- 6 seconds.
 CP0559
 CP0559.The orthometric height was determined by differential leveling
 CP0559.and adjusted in July 2002.
 CP0559
 CP0559.The geoid height was determined by GEOID03.
 CP0559
 CP0559.The dynamic height is computed by dividing the NAVD 88
 CP0559.geopotential number by the normal gravity value computed on the
 CP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0559.degrees latitude (g = 980.6199 gals.).
 CP0559
 CP0559.The modeled gravity was interpolated from observed gravity values.
 CP0559
 CP0559;                    North         East    Units  Estimated Accuracy
 CP0559;SPC MS W     -   312,000.      646,510.      MT  (+/- 180 meters Scaled)
 CP0559
 CP0559                          SUPERSEDED SURVEY CONTROL
 CP0559
 CP0559  NAVD 88 (06/15/91)   49.379  (m)          162.00   (f) UNKNOWN     1 1
 CP0559  NGVD 29 (??/??/??)   49.411  (m)          162.11   (f) ADJUSTED    1 1
 CP0559
 CP0559.Superseded values are not recommended for survey control.
 CP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0559.See file dsdata.txt to determine how the superseded data were derived.
 CP0559
 CP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR975770(NAD 83)
 CP0559_MARKER: DB = BENCH MARK DISK
 CP0559_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0559_SP_SET: BRIDGE ABUTMENT
 CP0559_STAMPING: H 225 1968
 CP0559_MARK LOGO: CGS   
 CP0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0559+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 CP0559
 CP0559  HISTORY     - Date     Condition        Report By
 CP0559  HISTORY     - 1968     MONUMENTED       CGS
 CP0559  HISTORY     - 1973     GOOD             NGS
 CP0559  HISTORY     - 1979     GOOD             NGS
 CP0559  HISTORY     - 19960317 GOOD             NGS
 CP0559  HISTORY     - 20000215 GOOD             MSHD
 CP0559
 CP0559                          STATION DESCRIPTION
 CP0559
 CP0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0559'3.5 MI S FROM VICKSBURG.
 CP0559'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE U.S. POST OFFICE AND
 CP0559'COURTHOUSE AT VICKSBURG, THENCE 3.1 MILES SOUTH ALONG THE ILLINOIS
 CP0559'CENTRAL RAILROAD, IN SECTION 32, T 16 N, R 3 E, 7 FEET NORTHEAST OF
 CP0559'THE NORTHEAST RAIL, SET IN THE TOP OF THE EAST CORNER OF THE SOUTHEAST
 CP0559'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER THE MISSISSIPPI RIVER, 97
 CP0559'YARDS NORTHWEST OF THE NORTHWEST END OF A TUNNEL FOR THE RAILROAD, 7
 CP0559'FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN WALKWAY, AND ABOUT 1
 CP0559'FOOT BELOW THE LEVEL OF THE TRACK.
 CP0559
 CP0559                          STATION RECOVERY (1979)
 CP0559
 CP0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP0559'RECOVERED IN GOOD CONDITION.
 CP0559
 CP0559                          STATION RECOVERY (1996)
 CP0559
 CP0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CP0559'IN VICKSBURG, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE NORTHWEST END
 CP0559'OF THE EAST U-SHAPED CONCRETE ABUTMENT OF THE NORFOLK SOUTHERN
 CP0559'RAILROAD BRIDGE SPANNING THE MISSISSIPPI RIVER, 2.1 M (6.9 FT) EAST OF
 CP0559'THE EAST END OF A WOODEN WALKWAY, 1.9 M (6.2 FT) NORTH OF THE NEAR
 CP0559'RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 CP0559
 CP0559                          STATION RECOVERY (2000)
 CP0559
 CP0559'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CP0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0765 ***********************************************************************
 EH0765  DESIGNATION -  H 226
 EH0765  PID         -  EH0765
 EH0765  STATE/COUNTY-  MS/BOLIVAR
 EH0765  USGS QUAD   -  LACONIA (1982)
 EH0765
 EH0765                         *CURRENT SURVEY CONTROL
 EH0765  ___________________________________________________________________
 EH0765* NAD 83(1986)-  34 06 17.     (N)    090 55 20.     (W)     SCALED    
 EH0765* NAVD 88     -        48.171  (meters)     158.04   (feet)  ADJUSTED  
 EH0765  ___________________________________________________________________
 EH0765  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH0765  DYNAMIC HT  -          48.124 (meters)     157.89  (feet)  COMP
 EH0765  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 EH0765
 EH0765  VERT ORDER  -  FIRST     CLASS II
 EH0765
 EH0765.The horizontal coordinates were scaled from a topographic map and have
 EH0765.an estimated accuracy of +/- 6 seconds.
 EH0765
 EH0765.The orthometric height was determined by differential leveling
 EH0765.and adjusted in June 1991.
 EH0765
 EH0765.The geoid height was determined by GEOID03.
 EH0765
 EH0765.The dynamic height is computed by dividing the NAVD 88
 EH0765.geopotential number by the normal gravity value computed on the
 EH0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0765.degrees latitude (g = 980.6199 gals.).
 EH0765
 EH0765.The modeled gravity was interpolated from observed gravity values.
 EH0765
 EH0765;                    North         East    Units  Estimated Accuracy
 EH0765;SPC MS W     -   510,720.      645,670.      MT  (+/- 180 meters Scaled)
 EH0765
 EH0765                          SUPERSEDED SURVEY CONTROL
 EH0765
 EH0765  NGVD 29 (??/??/??)   48.223  (m)          158.21   (f) ADJUSTED    1 2
 EH0765
 EH0765.Superseded values are not recommended for survey control.
 EH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0765.See file dsdata.txt to determine how the superseded data were derived.
 EH0765
 EH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT916757(NAD 83)
 EH0765_MARKER: DB = BENCH MARK DISK
 EH0765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0765_SP_SET: 48 FT.
 EH0765_STAMPING: H 226 1976
 EH0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0765
 EH0765  HISTORY     - Date     Condition        Report By
 EH0765  HISTORY     - 1976     MONUMENTED       NGS
 EH0765  HISTORY     - 1985     MARK NOT FOUND   NGS
 EH0765
 EH0765                          STATION DESCRIPTION
 EH0765
 EH0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0765'11.25 MI SW FROM RENA LARA.
 EH0765'4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE BAPTIST CHURCH AT
 EH0765'RENA LARA, THENCE 2.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD TO
 EH0765'THE JUNCTION OF LEVEE, THENCE 1.1 MILES SOUTH ALONG THE LEVEE, THENCE
 EH0765'0.2 MILE SOUTHWEST TO THE ENTRANCE OF THE PUSHMATAHA PLANTATION,
 EH0765'THENCE 2.15 MILES SOUTHWEST ACROSS PLOWED FIELDS ON A DIRT ROAD TO THE
 EH0765'OLD LEVEE, THENCE 0.75 MILE WEST ALONG THE OLD LEVEE, THENCE 0.5 MILE
 EH0765'SOUTH ALONG A DIRT ROAD BORDERING A BLOWED FIELD, 83 FEET WEST OF THE
 EH0765'CENTER OF THE DIRT ROAD, AND 41 FEET SOUTHWEST OF THE MOST SOUTHERLY
 EH0765'ONE OF THREE VERY LARGE COTTONWOOD TREES.  A DISK ON TOP OF A
 EH0765'COPPER-COATED STEEL ROD TO A DEPTH OF 48 FEET ENCASED IN A PIPE
 EH0765'PROJECTING +0 INCHES.  ABOUT LEVEL WITH ROAD 2 FEET EAST OF A WITNESS
 EH0765'POST.
 EH0765
 EH0765                          STATION RECOVERY (1985)
 EH0765
 EH0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0765'NOT RECOVERED, EXTENSIVE SEARCH, INADEQUATE AND INACURATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0974 ***********************************************************************
 BV0974  DESIGNATION -  H 23
 BV0974  PID         -  BV0974
 BV0974  STATE/COUNTY-  MS/SIMPSON
 BV0974  USGS QUAD   -  MAGEE SOUTH (1975)
 BV0974
 BV0974                         *CURRENT SURVEY CONTROL
 BV0974  ___________________________________________________________________
 BV0974* NAD 83(1986)-  31 52 21.     (N)    089 43 58.     (W)     SCALED    
 BV0974* NAVD 88     -       131.06   (+/-2cm)     430.0    (feet)  VERTCON   
 BV0974  ___________________________________________________________________
 BV0974  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0974
 BV0974.The horizontal coordinates were scaled from a topographic map and have
 BV0974.an estimated accuracy of +/- 6 seconds.
 BV0974
 BV0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0974.The vertical order pertains to the NGVD 29 superseded value.
 BV0974
 BV0974.The geoid height was determined by GEOID03.
 BV0974
 BV0974;                    North         East    Units  Estimated Accuracy
 BV0974;SPC MS W     -   263,170.      756,820.      MT  (+/- 180 meters Scaled)
 BV0974
 BV0974                          SUPERSEDED SURVEY CONTROL
 BV0974
 BV0974  NGVD 29 (??/??/92)  131.054  (m)          429.97   (f) ADJ UNCH    2 0
 BV0974
 BV0974.Superseded values are not recommended for survey control.
 BV0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0974.See file dsdata.txt to determine how the superseded data were derived.
 BV0974
 BV0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA414295(NAD 83)
 BV0974_MARKER: DB = BENCH MARK DISK
 BV0974_SETTING: 0 = UNSPECIFIED SETTING
 BV0974_STAMPING: 429.966 H 23 1934
 BV0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0974
 BV0974  HISTORY     - Date     Condition        Report By
 BV0974  HISTORY     - 1934     MONUMENTED       CGS
 BV0974  HISTORY     - 1967     GOOD             MSHD
 BV0974  HISTORY     - 1981     GOOD             LOCSUR
 BV0974
 BV0974                          STATION DESCRIPTION
 BV0974
 BV0974'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0974'IN MAGEE.
 BV0974'LOCATED NORTHWEST OF THE ILLINOIS CENTRAL RAILROAD STATION IN MAGEE
 BV0974'AND IS IN THE SOUTHEAST 1/4 OF SECTION 36, T 1N, R 5E.  IT IS 97 FEET
 BV0974'SOUTHWEST OF THE CENTER OF OLD U.S. HIGHWAY 49, 38 FEET WEST OF THE
 BV0974'NORTHWEST CORNER OF THE STATION, 16 FEET NORTHEAST OF THE NORTHEAST
 BV0974'RAIL OF THE MAIN TRACK, 7 FEET SOUTHWEST OF A TELEPHONE POLE AND 6
 BV0974'FEET SOUTHWEST OF A METAL WITNESS POST.
 BV0974
 BV0974                          STATION RECOVERY (1981)
 BV0974
 BV0974'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BV0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1110 ***********************************************************************
 BV1110  DESIGNATION -  H 23 RESET
 BV1110  PID         -  BV1110
 BV1110  STATE/COUNTY-  MS/SIMPSON
 BV1110  USGS QUAD   -  MAGEE SOUTH (1975)
 BV1110
 BV1110                         *CURRENT SURVEY CONTROL
 BV1110  ___________________________________________________________________
 BV1110* NAD 83(1986)-  31 52 21.     (N)    089 43 58.     (W)     SCALED    
 BV1110* NAVD 88     -       130.187  (meters)     427.12   (feet)  ADJUSTED  
 BV1110  ___________________________________________________________________
 BV1110  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV1110  DYNAMIC HT  -         130.033 (meters)     426.62  (feet)  COMP
 BV1110  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BV1110
 BV1110  VERT ORDER  -  SECOND    CLASS II
 BV1110
 BV1110.The horizontal coordinates were scaled from a topographic map and have
 BV1110.an estimated accuracy of +/- 6 seconds.
 BV1110
 BV1110.The orthometric height was determined by differential leveling
 BV1110.and adjusted in May 1996.
 BV1110
 BV1110.The geoid height was determined by GEOID03.
 BV1110
 BV1110.The dynamic height is computed by dividing the NAVD 88
 BV1110.geopotential number by the normal gravity value computed on the
 BV1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1110.degrees latitude (g = 980.6199 gals.).
 BV1110
 BV1110.The modeled gravity was interpolated from observed gravity values.
 BV1110
 BV1110;                    North         East    Units  Estimated Accuracy
 BV1110;SPC MS W     -   263,170.      756,820.      MT  (+/- 180 meters Scaled)
 BV1110
 BV1110                          SUPERSEDED SURVEY CONTROL
 BV1110
 BV1110.No superseded survey control is available for this station.
 BV1110
 BV1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA414295(NAD 83)
 BV1110_MARKER: DB = BENCH MARK DISK
 BV1110_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BV1110+WITH SETTING: PAVEMENT
 BV1110_SP_SET: PORCH BUILDING
 BV1110_STAMPING: H 23 RESET 1976
 BV1110_MARK LOGO: NGS   
 BV1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1110+STABILITY: SURFACE MOTION
 BV1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1110+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 BV1110
 BV1110  HISTORY     - Date     Condition        Report By
 BV1110  HISTORY     - 1976     MONUMENTED       NGS
 BV1110  HISTORY     - 19890713 GOOD             MSHD
 BV1110
 BV1110                          STATION DESCRIPTION
 BV1110
 BV1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BV1110'IN MAGEE.
 BV1110'IN MAGEE, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF THE ILLINOIS
 BV1110'CENTRAL RAILROAD AND STATE HIGHWAY 541, 82 FT. WEST-SOUTHWEST OF THE
 BV1110'RAILROAD CROSSING, 47.2 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BV1110'MAIN TRACK AND 1 FT. SOUTH OF THE NORTHEAST CORNER OF MCCARLEY
 BV1110'FURNITURE CO. BUILDING, THE NORTHWEST CORNER
 BV1110'OF THE CONCRETE PORCH OF BUILDING.
 BV1110
 BV1110                          STATION RECOVERY (1989)
 BV1110
 BV1110'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1110'MARK IS LOCATED IN MAGEE, IN THE SOUTHWEST ANGLE OF THE CROSSING OF
 BV1110'THE I.C.G. RAILROAD TRACK WITH STATE HIGHWAY 541 AND IS IN SECTION
 BV1110'6, T 10N, R 17W.  MARK IS A NGS DISK SET IN A DRILL HOLE IN THE
 BV1110'CONCRETE PORCH FOR THE DICKSON APPLIANCE COMPANY, ABOUT 4 FT (1.2 M)
 BV1110'BELOW THE LEVEL OF THE CROSSING, 168 FT (51.2 M) SOUTHWEST OF THE
 BV1110'CENTER OF JACKSON DRIVE ( OLD HIGHWAY 49 ), 82 FT (25.0 M) WEST OF
 BV1110'THE CENTER OF THE CROSSING, 47.2 FT (14.4 M) SOUTHWEST OF THE
 BV1110'SOUTHWEST RAIL, 1 FT (0.3 M) SOUTH OF THE EAST CORNER OF THE BUILDING
 BV1110'AND 0.55 FT (0.17 M) SOUTHWEST OF THE NORTHEAST EDGE OF THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0370 ***********************************************************************
 BH0370  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0370  DESIGNATION -  H 234
 BH0370  PID         -  BH0370
 BH0370  STATE/COUNTY-  MS/JACKSON
 BH0370  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0370
 BH0370                         *CURRENT SURVEY CONTROL
 BH0370  ___________________________________________________________________
 BH0370* NAD 83(1986)-  30 24 57.     (N)    088 49 06.     (W)     SCALED    
 BH0370* NAVD 88     -         6.658  (meters)      21.84   (feet)  ADJUSTED  
 BH0370  ___________________________________________________________________
 BH0370  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BH0370  DYNAMIC HT  -           6.649 (meters)      21.81  (feet)  COMP
 BH0370  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BH0370
 BH0370  VERT ORDER  -  FIRST     CLASS I
 BH0370
 BH0370.The horizontal coordinates were scaled from a topographic map and have
 BH0370.an estimated accuracy of +/- 6 seconds.
 BH0370
 BH0370.The orthometric height was determined by differential leveling
 BH0370.and adjusted in June 1991.
 BH0370
 BH0370.This Tidal Bench Mark is designated as VM 11609
 BH0370.by the Center for Operational Oceanographic Products and Services.
 BH0370
 BH0370.The geoid height was determined by GEOID03.
 BH0370
 BH0370.The dynamic height is computed by dividing the NAVD 88
 BH0370.geopotential number by the normal gravity value computed on the
 BH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0370.degrees latitude (g = 980.6199 gals.).
 BH0370
 BH0370.The modeled gravity was interpolated from observed gravity values.
 BH0370
 BH0370;                    North         East    Units  Estimated Accuracy
 BH0370;SPC MS E     -   101,520.      301,440.      MT  (+/- 180 meters Scaled)
 BH0370
 BH0370                          SUPERSEDED SURVEY CONTROL
 BH0370
 BH0370  NGVD 29 (??/??/??)    6.618  (m)           21.71   (f) ADJUSTED    1 1
 BH0370
 BH0370.Superseded values are not recommended for survey control.
 BH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0370.See file dsdata.txt to determine how the superseded data were derived.
 BH0370
 BH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU253662(NAD 83)
 BH0370_MARKER: DB = BENCH MARK DISK
 BH0370_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0370_SP_SET: 42.7 FEET
 BH0370_STAMPING: H 234 1968
 BH0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0370+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 BH0370
 BH0370  HISTORY     - Date     Condition        Report By
 BH0370  HISTORY     - 1968     MONUMENTED       CGS
 BH0370  HISTORY     - 1969     GOOD             CGS
 BH0370  HISTORY     - 1981     GOOD             LOCSUR
 BH0370  HISTORY     - 20050818 GOOD             NGS
 BH0370  HISTORY     - 20080808 GOOD             JCLS
 BH0370
 BH0370                          STATION DESCRIPTION
 BH0370
 BH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0370'IN OCEAN SPRINGS.
 BH0370'AT OCEAN SPRINGS, ABOUT 0.5 MILE EAST ALONG THE LOUISVILLE AND
 BH0370'NASHVILLE RAILROAD FROM THE STATION, IN SECTION 19, R 8 W, T 7 S, AT
 BH0370'THE CROSSING OF VERMONT STREET, 167 FEET NORTH OF THE NORTH RAIL, 66
 BH0370'1/2 FEET EAST OF THE CENTER LINE OF VERMONT STREET, 81 FEET SOUTH OF
 BH0370'THE CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 90, 1.5 FEET
 BH0370'SOUTH OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND A POWER
 BH0370'SUB-STATION, 0.5 FOOT EAST OF THE NORTH-SOUTH FENCE AROUND THE
 BH0370'STATION, 0.4 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BH0370'HIGHWAY, 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP
 BH0370'OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF
 BH0370'THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 3
 BH0370'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 BH0370'AT A DEPTH OF 42.7 FEET.
 BH0370
 BH0370                          STATION RECOVERY (1981)
 BH0370
 BH0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BH0370'RECOVERED IN GOOD CONDITION.
 BH0370
 BH0370                          STATION RECOVERY (2005)
 BH0370
 BH0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0370'MARK IS E. OF MLK JR. AVE. 7.35 M NW OF NW CORNEROF 1 STY BLOCK RETAIL
 BH0370'BLD. 4.10 M SSE OF TALL WOOD PWR POLE. 22.05 M NE OF HYDRANT ON E.
 BH0370'EDGE OF MLK AVE. 14.0 M SE OF RAISED CONC. PLATFORM HOLDING METAL
 BH0370'SIGNAL EQUIPMENT BOX AT SE CORNER OF INTERSECT.  0.08 M BELOW SURFACE.
 BH0370'N302457.3 W0884906.9
 BH0370
 BH0370                          STATION RECOVERY (2008)
 BH0370
 BH0370'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BH0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0254 ***********************************************************************
 BW0254  DESIGNATION -  H 235
 BW0254  PID         -  BW0254
 BW0254  STATE/COUNTY-  MS/PIKE
 BW0254  USGS QUAD   -  MC COMB NORTH (1972)
 BW0254
 BW0254                         *CURRENT SURVEY CONTROL
 BW0254  ___________________________________________________________________
 BW0254* NAD 83(1986)-  31 16 56.     (N)    090 28 00.     (W)     SCALED    
 BW0254* NAVD 88     -       131.435  (meters)     431.22   (feet)  ADJUSTED  
 BW0254  ___________________________________________________________________
 BW0254  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BW0254  DYNAMIC HT  -         131.272 (meters)     430.68  (feet)  COMP
 BW0254  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BW0254
 BW0254  VERT ORDER  -  FIRST     CLASS I
 BW0254
 BW0254.The horizontal coordinates were scaled from a topographic map and have
 BW0254.an estimated accuracy of +/- 6 seconds.
 BW0254
 BW0254.The orthometric height was determined by differential leveling
 BW0254.and adjusted in February 1994.
 BW0254
 BW0254.The geoid height was determined by GEOID03.
 BW0254
 BW0254.The dynamic height is computed by dividing the NAVD 88
 BW0254.geopotential number by the normal gravity value computed on the
 BW0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0254.degrees latitude (g = 980.6199 gals.).
 BW0254
 BW0254.The modeled gravity was interpolated from observed gravity values.
 BW0254
 BW0254;                    North         East    Units  Estimated Accuracy
 BW0254;SPC MS W     -   197,570.      687,300.      MT  (+/- 180 meters Scaled)
 BW0254
 BW0254                          SUPERSEDED SURVEY CONTROL
 BW0254
 BW0254  NAVD 88 (06/15/91)  131.482  (m)          431.37   (f) UNKNOWN     1 1
 BW0254  NGVD 29 (??/??/??)  131.473  (m)          431.34   (f) ADJUSTED    1 1
 BW0254
 BW0254.Superseded values are not recommended for survey control.
 BW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0254.See file dsdata.txt to determine how the superseded data were derived.
 BW0254
 BW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ411636(NAD 83)
 BW0254_MARKER: DB = BENCH MARK DISK
 BW0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0254_SP_SET: CONCRETE POST
 BW0254_STAMPING: H 235 1969
 BW0254_MARK LOGO: CGS   
 BW0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0254+STABILITY: SURFACE MOTION
 BW0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0254+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BW0254
 BW0254  HISTORY     - Date     Condition        Report By
 BW0254  HISTORY     - 1969     MONUMENTED       CGS
 BW0254  HISTORY     - 19920625 GOOD             NGS
 BW0254
 BW0254                          STATION DESCRIPTION
 BW0254
 BW0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0254'0,1 MI S FROM SUMMIT.
 BW0254'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0254'CROSSING OF ROBB STREET AT SUMMIT, 0.1 MILE SOUTH OF MILEPOST 804, AT
 BW0254'THE CROSSING OF BALDWIN STREET, 59 FEET SOUTHWEST OF THE CENTER OF THE
 BW0254'STREET CROSSING THE MAIN TRACK, 35.6 FEET WEST OF AND ACROSS ONE SIDE
 BW0254'TRACK FROM THE WEST RAIL OF THE MAIN TRACK, 47 FEET SOUTH OF THE
 BW0254'CENTER LINE OF BALDWIN STREET, 33 FEET EAST OF THE CENTER LINE OF WEST
 BW0254'RAILROAD AVENUE, 2 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 BW0254'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 BW0254'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IN SECTION 26, R 7 E,
 BW0254'T4N.
 BW0254
 BW0254                          STATION RECOVERY (1992)
 BW0254
 BW0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0254'IN SUMMIT, AT THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD AND
 BW0254'BALDWIN STREET, 0.2 KM (0.10 MI) SOUTH OF MILEPOST 804, 40.3 M
 BW0254'(132.2 FT) NORTHWEST OF SIGNAL NUMBER 804.1, 22.7 M (74.5 FT) SOUTH
 BW0254'OF THE EXTENDED CENTER OF THE STREET, 10.1 M (33.1 FT) EAST OF THE
 BW0254'CENTER OF WEST RAILROAD STREET, 9.1 M (29.9 FT) WEST OF THE NEAR
 BW0254'RAIL, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREETS, AND THE MONUMENT
 BW0254'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0567 ***********************************************************************
 CP0567  DESIGNATION -  H 236
 CP0567  PID         -  CP0567
 CP0567  STATE/COUNTY-  MS/WARREN
 CP0567  USGS QUAD   -  VICKSBURG EAST (1962)
 CP0567
 CP0567                         *CURRENT SURVEY CONTROL
 CP0567  ___________________________________________________________________
 CP0567* NAD 83(1986)-  32 22 20.     (N)    090 52 18.     (W)     SCALED    
 CP0567* NAVD 88     -        31.557  (meters)     103.53   (feet)  ADJUSTED  
 CP0567  ___________________________________________________________________
 CP0567  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP0567  DYNAMIC HT  -          31.521 (meters)     103.42  (feet)  COMP
 CP0567  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CP0567
 CP0567  VERT ORDER  -  FIRST     CLASS I
 CP0567
 CP0567.The horizontal coordinates were scaled from a topographic map and have
 CP0567.an estimated accuracy of +/- 6 seconds.
 CP0567
 CP0567.The orthometric height was determined by differential leveling
 CP0567.and adjusted in June 1991.
 CP0567
 CP0567.The geoid height was determined by GEOID03.
 CP0567
 CP0567.The dynamic height is computed by dividing the NAVD 88
 CP0567.geopotential number by the normal gravity value computed on the
 CP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0567.degrees latitude (g = 980.6199 gals.).
 CP0567
 CP0567.The modeled gravity was interpolated from observed gravity values.
 CP0567
 CP0567;                    North         East    Units  Estimated Accuracy
 CP0567;SPC MS W     -   318,550.      649,340.      MT  (+/- 180 meters Scaled)
 CP0567
 CP0567                          SUPERSEDED SURVEY CONTROL
 CP0567
 CP0567  NGVD 29 (??/??/92)   31.613  (m)          103.72   (f) ADJ UNCH    1 1
 CP0567
 CP0567.Superseded values are not recommended for survey control.
 CP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0567.See file dsdata.txt to determine how the superseded data were derived.
 CP0567
 CP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR002836(NAD 83)
 CP0567_MARKER: DV = VERTICAL CONTROL DISK
 CP0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP0567_SP_SET: COPPER-CLAD STEEL ROD
 CP0567_STAMPING: H 236 1973
 CP0567_MARK LOGO: NGS   
 CP0567_PROJECTION: FLUSH
 CP0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0567+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 CP0567_ROD/PIPE-DEPTH: 11.3 meters
 CP0567
 CP0567  HISTORY     - Date     Condition        Report By
 CP0567  HISTORY     - 1973     MONUMENTED       NGS
 CP0567  HISTORY     - 19920203 GOOD             NGS
 CP0567  HISTORY     - 19991027 GOOD             NGS
 CP0567  HISTORY     - 20050319 GOOD             USPSQD
 CP0567
 CP0567                          STATION DESCRIPTION
 CP0567
 CP0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0567'2.0 MI N FROM VICKSBURG.
 CP0567'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND
 CP0567'COURTHOUSE AT VICKSBURG, THENCE 1.85 MILES NORTH ALONG WASHINGTON
 CP0567'STREET (U.S. HIGHWAY 61, BUSINESS ROUTE), 136 FEET EAST OF THE
 CP0567'CENTERLINE OF THE HIGHWAY, 100.5 FEET EAST OF THE SOUTHWEST CORNER OF
 CP0567'A BRICK WALL AROUND THE VICKSBURG NATIONAL CEMETARY, 1 FOOT SOUTH OF
 CP0567'THE SOUTH FACE OF BRICK BASE OF BRICK WALL, 13.5 FEET EAST OF AN 18
 CP0567'INCH CEDAR TREE, 3.4 FEET WEST OF THE WEST STONE PILLAR OF A STONE
 CP0567'ARCHWAY AND STEEL GATE, ABOUT LEVEL WITH THE HIGHWAY AND SET ON TOP OF
 CP0567'A COPPER COATED STEEL ROD 1 INCH BELOW THE SURFACE OF THE GROUND AND
 CP0567'PROTECTED IN A 4 INCH IRON PIPE FLUSH WITH THE GROUND.  ROD WAS DRIVEN
 CP0567'TO REFUSAL AT A DEPTH OF 37 FEET.  SECTION 12, T 16N, R 3E.
 CP0567
 CP0567                          STATION RECOVERY (1992)
 CP0567
 CP0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0567'2.8 KM (1.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0567'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0567'(CLAY STREET) IN VICKSBURG, 41.6 M (136.5 FT) EAST OF AND LEVEL WITH
 CP0567'THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) WEST OF THE WEST FACE OF AN
 CP0567'ARCHWAY AT THE ENTRANCE TO THE VICKSBURG NATIONAL CEMETERY, 0.3 M
 CP0567'(1.0 FT) SOUTH OF THE SOUTH FACE OF A STONE WALL, AND 0.2 M (0.7 FT)
 CP0567'EAST-SOUTHEAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A
 CP0567'4-INCH STEEL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 CP0567
 CP0567                          STATION RECOVERY (1999)
 CP0567
 CP0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CP0567'RECOVERED AS DESCRIBED.
 CP0567
 CP0567                          STATION RECOVERY (2005)
 CP0567
 CP0567'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC)
 CP0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1002 ***********************************************************************
 CP1002  DESIGNATION -  H 237
 CP1002  PID         -  CP1002
 CP1002  STATE/COUNTY-  MS/SHARKEY
 CP1002  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1002
 CP1002                         *CURRENT SURVEY CONTROL
 CP1002  ___________________________________________________________________
 CP1002* NAD 83(1986)-  32 54 38.     (N)    090 57 16.     (W)     SCALED    
 CP1002* NAVD 88     -        30.962  (meters)     101.58   (feet)  ADJUSTED  
 CP1002  ___________________________________________________________________
 CP1002  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CP1002  DYNAMIC HT  -          30.928 (meters)     101.47  (feet)  COMP
 CP1002  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 CP1002
 CP1002  VERT ORDER  -  FIRST     CLASS I
 CP1002
 CP1002.The horizontal coordinates were scaled from a topographic map and have
 CP1002.an estimated accuracy of +/- 6 seconds.
 CP1002
 CP1002.The orthometric height was determined by differential leveling
 CP1002.and adjusted in June 1991.
 CP1002
 CP1002.The geoid height was determined by GEOID03.
 CP1002
 CP1002.The dynamic height is computed by dividing the NAVD 88
 CP1002.geopotential number by the normal gravity value computed on the
 CP1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1002.degrees latitude (g = 980.6199 gals.).
 CP1002
 CP1002.The modeled gravity was interpolated from observed gravity values.
 CP1002
 CP1002;                    North         East    Units  Estimated Accuracy
 CP1002;SPC MS W     -   378,290.      641,900.      MT  (+/- 180 meters Scaled)
 CP1002
 CP1002                          SUPERSEDED SURVEY CONTROL
 CP1002
 CP1002  NGVD 29 (??/??/92)   31.016  (m)          101.76   (f) ADJ UNCH    1 1
 CP1002
 CP1002.Superseded values are not recommended for survey control.
 CP1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1002.See file dsdata.txt to determine how the superseded data were derived.
 CP1002
 CP1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS912432(NAD 83)
 CP1002_MARKER: DV = VERTICAL CONTROL DISK
 CP1002_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CP1002_SP_SET: COPPER-CLAD STEEL ROD
 CP1002_STAMPING: H 237 1973
 CP1002_MARK LOGO: NGS   
 CP1002_PROJECTION: FLUSH
 CP1002_MAGNETIC: I = MARKER IS A STEEL ROD
 CP1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1002+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 CP1002_ROD/PIPE-DEPTH: 38.1 meters
 CP1002
 CP1002  HISTORY     - Date     Condition        Report By
 CP1002  HISTORY     - 1973     MONUMENTED       NGS
 CP1002  HISTORY     - 1974     GOOD             NGS
 CP1002  HISTORY     - 19920129 GOOD             NGS
 CP1002
 CP1002                          STATION DESCRIPTION
 CP1002
 CP1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1002'4.65 MI W FROM ROLLING FORK.
 CP1002'ABOUT 0.1 MILE SOUTH ALONG LOCUST STREET FROM THE COURTHOUSE AT
 CP1002'ROLLING FORK, THENCE 4.55 MILES WEST ALONG STATE HIGHWAY 14, ON THE
 CP1002'MISSISSIPPI FOREST SERVICE PROPERTY, 285 FEET SOUTH OF THE CENTER LINE
 CP1002'OF THE HIGHWAY, 22.6 FEET NORTH OF A CHAIN LINK FENCE, SET IN THE
 CP1002'CENTER OF 4 STEEL LEGS OF THE ISSAQUENA TOWER, 19.7 FEET SOUTHEAST OF
 CP1002'THE NORTHWEST LEG, 15 FEET NORTHWEST OF THE SOUTHEAST LEG, 5 FEET
 CP1002'SOUTH OF THE SOUTH SIDE OF A STEEL STAIRWAY, AND SET ON TOP OF A
 CP1002'COPPER COATED STEEL ROD 2-INCHES BELOW LEVEL OF THE GROUND, PROTECTED
 CP1002'IN A 4-INCH IRON PIPE THAT IS FLUSH WITH THE GROUND.  ROD WAS DRIVEN
 CP1002'TO REFUSAL AT A DEPTH OF 125 FEET.  SECTION 6, T 12N, R 7W.
 CP1002
 CP1002                          STATION RECOVERY (1992)
 CP1002
 CP1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1002'8.0 KM (4.95 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 CP1002'U.S. HIGHWAY 61 IN ROLLING FORK, 86.9 M (285.1 FT) SOUTH OF THE
 CP1002'HIGHWAY CENTERLINE, 6.9 M (22.6 FT) NORTH OF A CHAIN-LINK FENCE, 5.9
 CP1002'M (19.4 FT) SOUTHEAST OF THE NORTHWEST LEG OF THE ISSAQUENA LOOKOUT
 CP1002'TOWER, 4.6 M (15.1 FT) NORTHWEST OF THE SOUTHEAST TOWER LEG, AND 1.5
 CP1002'M (4.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOOTING FOR THE
 CP1002'STAIRS. NOTE--THE DISK IS ENCASED IN A 4-INCH PIPE AND IS FLUSH WITH
 CP1002'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0097 ***********************************************************************
 EH0097  DESIGNATION -  H 238
 EH0097  PID         -  EH0097
 EH0097  STATE/COUNTY-  MS/TUNICA
 EH0097  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0097
 EH0097                         *CURRENT SURVEY CONTROL
 EH0097  ___________________________________________________________________
 EH0097* NAD 83(1986)-  34 45 47.     (N)    090 20 51.     (W)     SCALED    
 EH0097* NAVD 88     -        59.770  (meters)     196.10   (feet)  ADJUSTED  
 EH0097  ___________________________________________________________________
 EH0097  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EH0097  DYNAMIC HT  -          59.713 (meters)     195.91  (feet)  COMP
 EH0097  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EH0097
 EH0097  VERT ORDER  -  FIRST     CLASS I
 EH0097
 EH0097.The horizontal coordinates were scaled from a topographic map and have
 EH0097.an estimated accuracy of +/- 6 seconds.
 EH0097
 EH0097.The orthometric height was determined by differential leveling
 EH0097.and adjusted in June 1991.
 EH0097
 EH0097.The geoid height was determined by GEOID03.
 EH0097
 EH0097.The dynamic height is computed by dividing the NAVD 88
 EH0097.geopotential number by the normal gravity value computed on the
 EH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0097.degrees latitude (g = 980.6199 gals.).
 EH0097
 EH0097.The modeled gravity was interpolated from observed gravity values.
 EH0097
 EH0097;                    North         East    Units  Estimated Accuracy
 EH0097;SPC MS W     -   583,590.      698,700.      MT  (+/- 180 meters Scaled)
 EH0097
 EH0097                          SUPERSEDED SURVEY CONTROL
 EH0097
 EH0097  NGVD 29 (??/??/??)   59.787  (m)          196.15   (f) ADJUSTED    1 1
 EH0097
 EH0097.Superseded values are not recommended for survey control.
 EH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0097.See file dsdata.txt to determine how the superseded data were derived.
 EH0097
 EH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU427499(NAD 83)
 EH0097_MARKER: DV = VERTICAL CONTROL DISK
 EH0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0097_SP_SET: CULVERT HEADWALLL
 EH0097_STAMPING: H 238 1974
 EH0097_MARK LOGO: NGS   
 EH0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0097+STABILITY: SURFACE MOTION
 EH0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0097+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1995
 EH0097
 EH0097  HISTORY     - Date     Condition        Report By
 EH0097  HISTORY     - 1974     MONUMENTED       NGS
 EH0097  HISTORY     - 1983     GOOD             USPSQD
 EH0097  HISTORY     - 19911112 GOOD             NGS
 EH0097  HISTORY     - 19950717 GOOD             MSHD
 EH0097
 EH0097                          STATION DESCRIPTION
 EH0097
 EH0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0097'5.5 MI NE FROM TUNICA.
 EH0097'ABOUT 5.5 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION WITH
 EH0097'STATE HIGHWAY 4 LEADING WEST AT TUNICA, 0.95 MILE NORTHEAST OF THE
 EH0097'INTERSECTION OF A GRAVEL ROAD AT THE SMALL COMMUNITY OF HOLLYWOOD, 28
 EH0097'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17.8 FEET SOUTHWEST
 EH0097'OF THE CENTER LINE OF A GRAVEL ROAD, 47.2 FEET SOUTHEAST OF THE
 EH0097'TELEPHONE CABLE CANNISTER PED 65, SET IN THE TOP CENTER OF THE
 EH0097'NORTHWEST CONCRETE HEADWALL OF A 4 FOOT BY 4 FOOT BOX CULVERT, 2 FEET
 EH0097'BELOW LEVEL OF THE HIGHWAY.  SECTION 3, T 4S, R 11W.
 EH0097
 EH0097                          STATION RECOVERY (1983)
 EH0097
 EH0097'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0097'RECOVERED IN GOOD CONDITION.
 EH0097
 EH0097                          STATION RECOVERY (1991)
 EH0097
 EH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0097'8.8 KM (5.45 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0097'STATE HIGHWAY 4 IN TUNICA, IN TOP OF AND 0.7 M (2.3 FT) SOUTH OF THE
 EH0097'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 8.6 M
 EH0097'(28.2 FT) WEST OF THE HIGHWAY CENTERLINE, 5.7 M (18.7 FT) SOUTH OF
 EH0097'THE CENTER OF A GRAVELED ROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF
 EH0097'THE HIGHWAY.
 EH0097
 EH0097                          STATION RECOVERY (1995)
 EH0097
 EH0097'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (TM)
 EH0097'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY
 EH0097'CONSTRUCTION AND WAS RESET AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9108 ***********************************************************************
 AA9108  DESIGNATION -  H 238 RESET
 AA9108  PID         -  AA9108
 AA9108  STATE/COUNTY-  MS/TUNICA
 AA9108  USGS QUAD   -  ROBINSONVILLE (1981)
 AA9108
 AA9108                         *CURRENT SURVEY CONTROL
 AA9108  ___________________________________________________________________
 AA9108* NAD 83(1986)-  34 45 47.     (N)    090 20 51.     (W)     SCALED    
 AA9108* NAVD 88     -        59.38   (meters)     194.8    (feet)  RESET     
 AA9108  ___________________________________________________________________
 AA9108  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA9108  VERT ORDER  -  THIRD
 AA9108
 AA9108.The horizontal coordinates were scaled from a topographic map and have
 AA9108.an estimated accuracy of +/- 6 seconds.
 AA9108
 AA9108.The orthometric height was computed from unverified reset data.
 AA9108
 AA9108.The geoid height was determined by GEOID03.
 AA9108
 AA9108;                    North         East    Units  Estimated Accuracy
 AA9108;SPC MS W     -   583,590.      698,700.      MT  (+/- 180 meters Scaled)
 AA9108
 AA9108                          SUPERSEDED SURVEY CONTROL
 AA9108
 AA9108.No superseded survey control is available for this station.
 AA9108
 AA9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU427499(NAD 83)
 AA9108_MARKER: DV = VERTICAL CONTROL DISK
 AA9108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9108_SP_SET: APRON INLET
 AA9108_STAMPING: H 238 RESET 1995
 AA9108_MARK LOGO: NGS   
 AA9108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9108+STABILITY: SURFACE MOTION
 AA9108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9108+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 AA9108
 AA9108  HISTORY     - Date     Condition        Report By
 AA9108  HISTORY     - 1995     MONUMENTED       MSHD
 AA9108  HISTORY     - 20080514 GOOD             MSDOT
 AA9108
 AA9108                          STATION DESCRIPTION
 AA9108
 AA9108'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (TM)
 AA9108'ABOUT 5.5 MI (8.9 KM) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE
 AA9108'JUNCTION OF STATE HIGHWAY 4 IN TUNICA, 0.95 MI (1.53 KM) NORTHEAST OF
 AA9108'PAVED COUNTY ROAD AT SMALL COMMUNITY OF HOLLYWOOD, 510.0 FT (155.4 M)
 AA9108'NORTHEAST OF A PAVED CROSSOVER, SET IN DRILL HOLE IN THE NORTHWEST
 AA9108'CORNER OF CONCRETE APRON OF DROP INLET IN THE CENTER OF MEDIAN AND
 AA9108'ABOUT 2.O FT BELOW THE LEVEL OF HIGHWAY.
 AA9108
 AA9108                          STATION RECOVERY (2008)
 AA9108
 AA9108'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 AA9108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1332 ***********************************************************************
 DK1332  DESIGNATION -  H 239
 DK1332  PID         -  DK1332
 DK1332  STATE/COUNTY-  MS/WASHINGTON
 DK1332  USGS QUAD   -  WAYSIDE (1970)
 DK1332
 DK1332                         *CURRENT SURVEY CONTROL
 DK1332  ___________________________________________________________________
 DK1332* NAD 83(1986)-  33 19 36.     (N)    091 02 35.     (W)     SCALED    
 DK1332* NAVD 88     -        35.392  (meters)     116.12   (feet)  ADJUSTED  
 DK1332  ___________________________________________________________________
 DK1332  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK1332  DYNAMIC HT  -          35.354 (meters)     115.99  (feet)  COMP
 DK1332  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DK1332
 DK1332  VERT ORDER  -  FIRST     CLASS I
 DK1332
 DK1332.The horizontal coordinates were scaled from a topographic map and have
 DK1332.an estimated accuracy of +/- 6 seconds.
 DK1332
 DK1332.The orthometric height was determined by differential leveling
 DK1332.and adjusted in June 1991.
 DK1332
 DK1332.The geoid height was determined by GEOID03.
 DK1332
 DK1332.The dynamic height is computed by dividing the NAVD 88
 DK1332.geopotential number by the normal gravity value computed on the
 DK1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1332.degrees latitude (g = 980.6199 gals.).
 DK1332
 DK1332.The modeled gravity was interpolated from observed gravity values.
 DK1332
 DK1332;                    North         East    Units  Estimated Accuracy
 DK1332;SPC MS W     -   424,490.      633,920.      MT  (+/- 180 meters Scaled)
 DK1332
 DK1332                          SUPERSEDED SURVEY CONTROL
 DK1332
 DK1332  NGVD 29 (??/??/??)   35.438  (m)          116.27   (f) ADJUSTED    1 1
 DK1332
 DK1332.Superseded values are not recommended for survey control.
 DK1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1332.See file dsdata.txt to determine how the superseded data were derived.
 DK1332
 DK1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS821892(NAD 83)
 DK1332_MARKER: DB = BENCH MARK DISK
 DK1332_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1332+WITH SETTING: INTO GROUND
 DK1332_STAMPING: H 239 1973
 DK1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1332+STABILITY: SURFACE MOTION
 DK1332
 DK1332  HISTORY     - Date     Condition        Report By
 DK1332  HISTORY     - 1973     MONUMENTED       NGS
 DK1332  HISTORY     - 1974     GOOD             NGS
 DK1332  HISTORY     - 19920128 MARK NOT FOUND   NGS
 DK1332
 DK1332                          STATION DESCRIPTION
 DK1332
 DK1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1332'4 MI N FROM WAYSIDE.
 DK1332'ABOUT 4 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 DK1332'WAYSIDE.  ALSO, 5 MILES SOUTH OF GREENVILLE, AT THE INTERSECTION OF A
 DK1332'PAVED ROAD LEADING EAST AND WEST AT THE SMALL COMMUNITY OF SWIFTWATER,
 DK1332'152 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60 FEET EAST OF THE
 DK1332'CENTER LINE OF THE HIGHWAY, 90 FEET NORTH OF A FENCE CORNER POST, 1
 DK1332'FOOT WEST OF A FENCE, 0.6 FOOT NORTH OF A METAL WITNESS POST, 3 FEET
 DK1332'BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED
 DK1332'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 0.1 FOOT
 DK1332'BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH STEEL PIPE FLUSH
 DK1332'WITH THE GROUND.  SEC. 22, T 17N, R 8W.
 DK1332
 DK1332                          STATION RECOVERY (1992)
 DK1332
 DK1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1332'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0319 ***********************************************************************
 CP0319  DESIGNATION -  H 24
 CP0319  PID         -  CP0319
 CP0319  STATE/COUNTY-  MS/RANKIN
 CP0319  USGS QUAD   -  JACKSON (1998)
 CP0319
 CP0319                         *CURRENT SURVEY CONTROL
 CP0319  ___________________________________________________________________
 CP0319* NAD 83(1986)-  32 15 48.     (N)    090 09 31.     (W)     SCALED    
 CP0319* NAVD 88     -        83.507  (meters)     273.97   (feet)  ADJUSTED  
 CP0319  ___________________________________________________________________
 CP0319  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0319  DYNAMIC HT  -          83.413 (meters)     273.66  (feet)  COMP
 CP0319  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CP0319
 CP0319  VERT ORDER  -  FIRST     CLASS II
 CP0319
 CP0319.The horizontal coordinates were scaled from a topographic map and have
 CP0319.an estimated accuracy of +/- 6 seconds.
 CP0319
 CP0319.The orthometric height was determined by differential leveling
 CP0319.and adjusted in May 1996.
 CP0319
 CP0319.The geoid height was determined by GEOID03.
 CP0319
 CP0319.The dynamic height is computed by dividing the NAVD 88
 CP0319.geopotential number by the normal gravity value computed on the
 CP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0319.degrees latitude (g = 980.6199 gals.).
 CP0319
 CP0319.The modeled gravity was interpolated from observed gravity values.
 CP0319
 CP0319;                    North         East    Units  Estimated Accuracy
 CP0319;SPC MS W     -   306,360.      716,460.      MT  (+/- 180 meters Scaled)
 CP0319
 CP0319                          SUPERSEDED SURVEY CONTROL
 CP0319
 CP0319  NGVD 29 (??/??/??)   83.662  (m)          274.48   (f) ADJUSTED    1 2
 CP0319
 CP0319.Superseded values are not recommended for survey control.
 CP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0319.See file dsdata.txt to determine how the superseded data were derived.
 CP0319
 CP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR676731(NAD 83)
 CP0319_MARKER: DB = BENCH MARK DISK
 CP0319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0319_SP_SET: ABANDONED SEMAPHORE BASE
 CP0319_STAMPING: H 24 1934
 CP0319_MARK LOGO: CGS   
 CP0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0319+STABILITY: SURFACE MOTION
 CP0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0319+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 CP0319
 CP0319  HISTORY     - Date     Condition        Report By
 CP0319  HISTORY     - 1934     MONUMENTED       CGS
 CP0319  HISTORY     - 1977     GOOD             MSHD
 CP0319  HISTORY     - 19910815 SEE DESCRIPTION  MSHD
 CP0319
 CP0319                          STATION DESCRIPTION
 CP0319
 CP0319'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0319'2 MI SW FROM PEARL.
 CP0319'THE MARK IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER OF THE
 CP0319'BUSINESS DISTRICT OF PEARL, ABOUT 2 MILES NORTH OF RICHLAND, 3.1 MILES
 CP0319'SOUTHEAST OF JACKSON, 11 RAILS EAST OF THE EAST OVERPASS OF U.S.
 CP0319'HIGHWAY 49 IN THE NORTHWEST 1/4 OF SECTION 24, T 5N, R 1E. NOTE-- TO
 CP0319'REACH FROM THE RANKIN COUNTY BANK IN PEARL GO WEST ON U.S. HIGHWAY 80
 CP0319'FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY 468. CONTINUE WEST ON
 CP0319'U.S. HIGHWAY 80 FOR 1.25 MILES TO THE JUNCTION OF NEW U.S. HIGHWAY 49.
 CP0319'TURN LEFT AND GO SOUTH ON NEW U.S. HIGHWAY 49 FOR 1 MILE TO THE
 CP0319'RAILROAD TRACK AND THE MARK ON THE LEFT AS DESCRIBED. NOTE-- THE DISK
 CP0319'HAS BEEN SCORED MAKING THE STAMPING HARD TO READ.
 CP0319
 CP0319                          STATION RECOVERY (1991)
 CP0319
 CP0319'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0319'MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE CENTER OF PEARL,
 CP0319'IN AN ABANDONED SEMAPHORE FOUNDATION ON THE NORTH SIDE OF THE
 CP0319'ILLINOIS CENTRAL RAILROAD TRACK, 2 MI (3.2 KM) NORTH OF RICHLAND, 3
 CP0319'MI (4.8 KM) SOUTHEAST OF JACKSON, 11 RAILS EAST OF THE U.S. HIGHWAY
 CP0319'49 BRIDGE OVER THE RAILROAD TRACK AND IS IN SECTION 24, T 5N, R 1E.
 CP0319'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 80, ABOUT 1.5 MI
 CP0319'(2.4 KM) WEST OF PEARL, GO SOUTH ON U.S. HIGHWAY 49 FOR 1 MI (1.6
 CP0319'KM) TO THE OVERPASS AND THE MARK ON THE LEFT.  MARK IS A STANDARD
 CP0319'DISK SET IN A DRILL HOLE NEAR THE CENTER OF THE NORTH SIDE OF A
 CP0319'CONCRETE FOUNDATION, ABOUT LEVEL WITH THE TRACK, PROJECTING 7 INCHES
 CP0319'ON THE SOUTH SIDE, 9.5 FT (2.9 M) NORTH OF THE NORTH RAIL AND 0.8 FT
 CP0319'(0.2 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1341 ***********************************************************************
 DK1341  DESIGNATION -  H 240
 DK1341  PID         -  DK1341
 DK1341  STATE/COUNTY-  MS/WASHINGTON
 DK1341  USGS QUAD   -  GREENVILLE (1970)
 DK1341
 DK1341                         *CURRENT SURVEY CONTROL
 DK1341  ___________________________________________________________________
 DK1341* NAD 83(1986)-  33 29 11.     (N)    091 03 52.     (W)     SCALED    
 DK1341* NAVD 88     -        39.717  (meters)     130.30   (feet)  ADJUSTED  
 DK1341  ___________________________________________________________________
 DK1341  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DK1341  DYNAMIC HT  -          39.675 (meters)     130.17  (feet)  COMP
 DK1341  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DK1341
 DK1341  VERT ORDER  -  FIRST     CLASS I
 DK1341
 DK1341.The horizontal coordinates were scaled from a topographic map and have
 DK1341.an estimated accuracy of +/- 6 seconds.
 DK1341
 DK1341.The orthometric height was determined by differential leveling
 DK1341.and adjusted in June 1991.
 DK1341
 DK1341.The geoid height was determined by GEOID03.
 DK1341
 DK1341.The dynamic height is computed by dividing the NAVD 88
 DK1341.geopotential number by the normal gravity value computed on the
 DK1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1341.degrees latitude (g = 980.6199 gals.).
 DK1341
 DK1341.The modeled gravity was interpolated from observed gravity values.
 DK1341
 DK1341;                    North         East    Units  Estimated Accuracy
 DK1341;SPC MS W     -   442,220.      632,060.      MT  (+/- 180 meters Scaled)
 DK1341
 DK1341                          SUPERSEDED SURVEY CONTROL
 DK1341
 DK1341  NGVD 29 (??/??/??)   39.772  (m)          130.49   (f) ADJUSTED    1 1
 DK1341
 DK1341.Superseded values are not recommended for survey control.
 DK1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1341.See file dsdata.txt to determine how the superseded data were derived.
 DK1341
 DK1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT798068(NAD 83)
 DK1341_MARKER: DV = VERTICAL CONTROL DISK
 DK1341_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1341_SP_SET: COPPER-CLAD STEEL ROD
 DK1341_STAMPING: H 240 1974
 DK1341_MARK LOGO: NGS   
 DK1341_PROJECTION: FLUSH
 DK1341_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1341+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1341_ROD/PIPE-DEPTH: 14.6 meters
 DK1341
 DK1341  HISTORY     - Date     Condition        Report By
 DK1341  HISTORY     - 1974     MONUMENTED       NGS
 DK1341  HISTORY     - 19920128 GOOD             NGS
 DK1341
 DK1341                          STATION DESCRIPTION
 DK1341
 DK1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1341'6.35 MI N FROM GREENVILLE.
 DK1341'ABOUT 6.35 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 1 FROM ITS
 DK1341'INTERSECTION WITH U.S. HIGHWAY 82.  ALSO, 7.85 MILES SOUTH OF SCOTT,
 DK1341'AT THE NORTHWEST END OF THE WINTERVILLE STATE PARK AND MUSEUM, 64 FEET
 DK1341'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.8 FEET SOUTHEAST OF
 DK1341'THE CENTER LINE OF THE MOST NORTHWEST ONE OF TWO PAVED DRIVES ENTERING
 DK1341'THE PARK, 0.5 FOOT NORTHEAST OF THE WIRE FENCE AROUND THE PARK, 0.7
 DK1341'FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE
 DK1341'HIGHWAY, AND ON TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT BELOW LEVEL
 DK1341'OF THE GROUND AND PROTECTED BY A 4-INCH STEEL PIPE FLUSH WITH THE
 DK1341'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  SEC. 19, T 19N, R
 DK1341'8W.  NOTE-- ROD DRIVING HARD AT 48 FEET.
 DK1341
 DK1341                          STATION RECOVERY (1992)
 DK1341
 DK1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1341'10.5 KM (6.50 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1341'U.S. HIGHWAY 82 IN GREENVILLE, 19.7 M (64.6 FT) NORTHEAST OF THE
 DK1341'HIGHWAY CENTERLINE, 4.5 M (14.8 FT) SOUTHEAST OF THE CENTER OF A
 DK1341'DRIVEWAY AND GATE LEADING TO THE WINTERVILLE STATE PARK AND MUSEUM,
 DK1341'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 DK1341'NORTHWEST OF A WITNESS POST, AND 0.1 M (0.3 FT) NORTHEAST OF A FENCE.
 DK1341'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.03
 DK1341'M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1003 ***********************************************************************
 DK1003  DESIGNATION -  H 241
 DK1003  PID         -  DK1003
 DK1003  STATE/COUNTY-  MS/WASHINGTON
 DK1003  USGS QUAD   -  SCOTT (1972)
 DK1003
 DK1003                         *CURRENT SURVEY CONTROL
 DK1003  ___________________________________________________________________
 DK1003* NAD 83(1986)-  33 30 18.     (N)    091 04 19.     (W)     SCALED    
 DK1003* NAVD 88     -        40.117  (meters)     131.62   (feet)  ADJUSTED  
 DK1003  ___________________________________________________________________
 DK1003  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DK1003  DYNAMIC HT  -          40.075 (meters)     131.48  (feet)  COMP
 DK1003  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 DK1003
 DK1003  VERT ORDER  -  FIRST     CLASS I
 DK1003
 DK1003.The horizontal coordinates were scaled from a topographic map and have
 DK1003.an estimated accuracy of +/- 6 seconds.
 DK1003
 DK1003.The orthometric height was determined by differential leveling
 DK1003.and adjusted in July 1994.
 DK1003
 DK1003.The geoid height was determined by GEOID03.
 DK1003
 DK1003.The dynamic height is computed by dividing the NAVD 88
 DK1003.geopotential number by the normal gravity value computed on the
 DK1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1003.degrees latitude (g = 980.6199 gals.).
 DK1003
 DK1003.The modeled gravity was interpolated from observed gravity values.
 DK1003
 DK1003;                    North         East    Units  Estimated Accuracy
 DK1003;SPC MS W     -   444,290.      631,370.      MT  (+/- 180 meters Scaled)
 DK1003
 DK1003                          SUPERSEDED SURVEY CONTROL
 DK1003
 DK1003  NAVD 88 (06/15/91)   40.126  (m)          131.65   (f) UNKNOWN     1 1
 DK1003  NGVD 29 (??/??/??)   40.183  (m)          131.83   (f) ADJUSTED    1 1
 DK1003
 DK1003.Superseded values are not recommended for survey control.
 DK1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1003.See file dsdata.txt to determine how the superseded data were derived.
 DK1003
 DK1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT790089(NAD 83)
 DK1003_MARKER: DV = VERTICAL CONTROL DISK
 DK1003_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1003+WITH SETTING: INTO GROUND
 DK1003_SP_SET: METAL ROD WITH BASE PLATE
 DK1003_STAMPING: H 241 1974
 DK1003_MARK LOGO: NGS   
 DK1003_PROJECTION: RECESSED 2 CENTIMETERS
 DK1003_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1003+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1003_ROD/PIPE-DEPTH: 1.2  meters
 DK1003
 DK1003  HISTORY     - Date     Condition        Report By
 DK1003  HISTORY     - 1974     MONUMENTED       NGS
 DK1003  HISTORY     - 19920128 GOOD             NGS
 DK1003
 DK1003                          STATION DESCRIPTION
 DK1003
 DK1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1003'6.55 MI S FROM SCOTT.
 DK1003'ABOUT 6.55 MILES SOUTH ALONG STATE HIGHWAY 1
 DK1003'FROM ITS JUNCTION WITH THE PAVED ROAD LEADING SOUTHEAST TO SCOTT, AT
 DK1003'THE INTERSECTION OF A PAVED ROAD, 60 FEET NORTHEAST OF THE CENTER OF
 DK1003'THE INTERSECTION, 57.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26
 DK1003'FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF A METAL
 DK1003'WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 DK1003'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 DK1003'THE DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC
 DK1003'PIPE PROJECTING 0.1 FOOT.  SECTION 7, T 19N, R 8W.
 DK1003
 DK1003                          STATION RECOVERY (1992)
 DK1003
 DK1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1003'12.7 KM (7.90 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1003'U.S. HIGHWAY 82 IN GREENVILLE, 17.7 M (58.1 FT) EAST OF THE HIGHWAY
 DK1003'CENTERLINE, 7.6 M (24.9 FT) NORTH OF THE CENTER OF DP AND L ROAD, 1.0
 DK1003'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH
 DK1003'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 DK1003'AND IS RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0573 ***********************************************************************
 DK0573  DESIGNATION -  H 242
 DK0573  PID         -  DK0573
 DK0573  STATE/COUNTY-  MS/BOLIVAR
 DK0573  USGS QUAD   -  GUNNISON (1969)
 DK0573
 DK0573                         *CURRENT SURVEY CONTROL
 DK0573  ___________________________________________________________________
 DK0573* NAD 83(1986)-  33 57 20.     (N)    090 55 50.     (W)     SCALED    
 DK0573* NAVD 88     -        46.975  (meters)     154.12   (feet)  ADJUSTED  
 DK0573  ___________________________________________________________________
 DK0573  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0573  DYNAMIC HT  -          46.928 (meters)     153.96  (feet)  COMP
 DK0573  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 DK0573
 DK0573  VERT ORDER  -  FIRST     CLASS I
 DK0573
 DK0573.The horizontal coordinates were scaled from a topographic map and have
 DK0573.an estimated accuracy of +/- 6 seconds.
 DK0573
 DK0573.The orthometric height was determined by differential leveling
 DK0573.and adjusted in June 1991.
 DK0573
 DK0573.The geoid height was determined by GEOID03.
 DK0573
 DK0573.The dynamic height is computed by dividing the NAVD 88
 DK0573.geopotential number by the normal gravity value computed on the
 DK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0573.degrees latitude (g = 980.6199 gals.).
 DK0573
 DK0573.The modeled gravity was interpolated from observed gravity values.
 DK0573
 DK0573;                    North         East    Units  Estimated Accuracy
 DK0573;SPC MS W     -   494,180.      644,800.      MT  (+/- 180 meters Scaled)
 DK0573
 DK0573                          SUPERSEDED SURVEY CONTROL
 DK0573
 DK0573  NGVD 29 (??/??/??)   47.032  (m)          154.30   (f) ADJUSTED    1 1
 DK0573
 DK0573.Superseded values are not recommended for survey control.
 DK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0573.See file dsdata.txt to determine how the superseded data were derived.
 DK0573
 DK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT912591(NAD 83)
 DK0573_MARKER: DV = VERTICAL CONTROL DISK
 DK0573_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0573+WITH SETTING: INTO GROUND
 DK0573_SP_SET: METAL ROD WITH BASE PLATE
 DK0573_STAMPING: H 242 1974
 DK0573_MARK LOGO: NGS   
 DK0573_PROJECTION: FLUSH
 DK0573_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0573+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992
 DK0573_ROD/PIPE-DEPTH: 1.2  meters
 DK0573
 DK0573  HISTORY     - Date     Condition        Report By
 DK0573  HISTORY     - 1974     MONUMENTED       NGS
 DK0573  HISTORY     - 19920124 GOOD             NGS
 DK0573  HISTORY     - 20030714 MARK NOT FOUND   USACE
 DK0573
 DK0573                          STATION DESCRIPTION
 DK0573
 DK0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0573'1.10 MI NE FROM GUNNISON.
 DK0573'ABOUT 1.10 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 DK0573'BAPTIST CHURCH AT GUNNISON, ABOUT 0.20 MILE NORTHEAST OF A SMALL PECAN
 DK0573'GROVE, 49.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76.4
 DK0573'FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER BOX, 3.5 FEET NORTHEAST
 DK0573'OF A POWER POLE, 0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, 0.5 FOOT
 DK0573'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 DK0573'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2
 DK0573'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 DK0573'FLUSH WITH THE GROUND.  SECTION 4, T 24N, R 7W.
 DK0573
 DK0573                          STATION RECOVERY (1992)
 DK0573
 DK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0573'15.7 KM (9.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 DK0573'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 15.0 M (49.2 FT) NORTHWEST
 DK0573'OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) NORTH-NORTHEAST OF A
 DK0573'UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1
 DK0573'M (0.3 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 DK0573'A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DK0573
 DK0573                          STATION RECOVERY (2003)
 DK0573
 DK0573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0112 ***********************************************************************
 EH0112  DESIGNATION -  H 243
 EH0112  PID         -  EH0112
 EH0112  STATE/COUNTY-  MS/DE SOTO
 EH0112  USGS QUAD   -  BANKS (1982)
 EH0112
 EH0112                         *CURRENT SURVEY CONTROL
 EH0112  ___________________________________________________________________
 EH0112* NAD 83(1986)-  34 49 27.     (N)    090 10 13.     (W)     SCALED    
 EH0112* NAVD 88     -        95.399  (meters)     312.99   (feet)  ADJUSTED  
 EH0112  ___________________________________________________________________
 EH0112  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EH0112  DYNAMIC HT  -          95.309 (meters)     312.69  (feet)  COMP
 EH0112  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 EH0112
 EH0112  VERT ORDER  -  FIRST     CLASS I
 EH0112
 EH0112.The horizontal coordinates were scaled from a topographic map and have
 EH0112.an estimated accuracy of +/- 6 seconds.
 EH0112
 EH0112.The orthometric height was determined by differential leveling
 EH0112.and adjusted in June 1991.
 EH0112
 EH0112.The geoid height was determined by GEOID03.
 EH0112
 EH0112.The dynamic height is computed by dividing the NAVD 88
 EH0112.geopotential number by the normal gravity value computed on the
 EH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0112.degrees latitude (g = 980.6199 gals.).
 EH0112
 EH0112.The modeled gravity was interpolated from observed gravity values.
 EH0112
 EH0112;                    North         East    Units  Estimated Accuracy
 EH0112;SPC MS W     -   590,380.      714,920.      MT  (+/- 180 meters Scaled)
 EH0112
 EH0112                          SUPERSEDED SURVEY CONTROL
 EH0112
 EH0112  NGVD 29 (??/??/??)   95.410  (m)          313.02   (f) ADJUSTED    1 1
 EH0112
 EH0112.Superseded values are not recommended for survey control.
 EH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0112.See file dsdata.txt to determine how the superseded data were derived.
 EH0112
 EH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU588571(NAD 83)
 EH0112_MARKER: DV = VERTICAL CONTROL DISK
 EH0112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0112+WITH SETTING: INTO GROUND
 EH0112_SP_SET: METAL ROD WITH BASE PLATE
 EH0112_STAMPING: H 243 1974
 EH0112_MARK LOGO: NGS   
 EH0112_PROJECTION: RECESSED 20 CENTIMETERS
 EH0112_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0112+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0112_ROD/PIPE-DEPTH: 1.2  meters
 EH0112
 EH0112  HISTORY     - Date     Condition        Report By
 EH0112  HISTORY     - 1974     MONUMENTED       NGS
 EH0112  HISTORY     - 19911112 GOOD             NGS
 EH0112  HISTORY     - 20030529 GOOD             USACE
 EH0112
 EH0112                          STATION DESCRIPTION
 EH0112
 EH0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0112'1.5 MI W FROM EUDORA.
 EH0112'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 304 FROM THE FIRST BAPTIST
 EH0112'CHURCH AT EUDORA, 69 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH
 EH0112'BLUFF ROAD LEADING SOUTH, 52 FEET SOUTH OF THE CENTER LINE OF STATE
 EH0112'HIGHWAY 304, 43 FEET EAST OF THE CENTER LINE OF BLUFF ROAD, 3.8 FEET
 EH0112'EAST-SOUTHEAST OF A CORNER POST, 3 FEET SOUTHEAST OF A TELEPHONE POLE
 EH0112'SUPPORTING AN UNDERGROUND PEDESTAL, 2.2 FEET SOUTH OF A FENCE, 1 FOOT
 EH0112'NORTHWEST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE LEVEL OF THE
 EH0112'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 EH0112'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW LEVEL OF THE
 EH0112'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 EH0112'SECTION 17, T 3S, R 9W.
 EH0112
 EH0112                          STATION RECOVERY (1991)
 EH0112
 EH0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0112'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0112'OFFICE IN WALLS, THENCE 12.0 KM (7.45 MI) EASTERLY ALONG STATE
 EH0112'HIGHWAY 304, 16.0 M (52.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.3 M
 EH0112'(43.6 FT) EAST OF THE CENTERLINE OF BLUFF ROAD, 2.9 M (9.5 FT) WEST
 EH0112'OF AN UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT) BELOW THE LEVEL
 EH0112'OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.
 EH0112'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.25 M
 EH0112'(0.82 FT) BELOW THE GROUND SURFACE.
 EH0112
 EH0112                          STATION RECOVERY (2003)
 EH0112
 EH0112'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0423 ***********************************************************************
 EH0423  DESIGNATION -  H 244
 EH0423  PID         -  EH0423
 EH0423  STATE/COUNTY-  MS/COAHOMA
 EH0423  USGS QUAD   -  SHERARD (1967)
 EH0423
 EH0423                         *CURRENT SURVEY CONTROL
 EH0423  ___________________________________________________________________
 EH0423* NAD 83(1986)-  34 11 04.     (N)    090 44 26.     (W)     SCALED    
 EH0423* NAVD 88     -        50.117  (meters)     164.43   (feet)  ADJUSTED  
 EH0423  ___________________________________________________________________
 EH0423  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 EH0423  DYNAMIC HT  -          50.068 (meters)     164.26  (feet)  COMP
 EH0423  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 EH0423
 EH0423  VERT ORDER  -  FIRST     CLASS I
 EH0423
 EH0423.The horizontal coordinates were scaled from a topographic map and have
 EH0423.an estimated accuracy of +/- 6 seconds.
 EH0423
 EH0423.The orthometric height was determined by differential leveling
 EH0423.and adjusted in June 1991.
 EH0423
 EH0423.The geoid height was determined by GEOID03.
 EH0423
 EH0423.The dynamic height is computed by dividing the NAVD 88
 EH0423.geopotential number by the normal gravity value computed on the
 EH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0423.degrees latitude (g = 980.6199 gals.).
 EH0423
 EH0423.The modeled gravity was interpolated from observed gravity values.
 EH0423
 EH0423;                    North         East    Units  Estimated Accuracy
 EH0423;SPC MS W     -   519,480.      662,460.      MT  (+/- 180 meters Scaled)
 EH0423
 EH0423                          SUPERSEDED SURVEY CONTROL
 EH0423
 EH0423  NGVD 29 (??/??/??)   50.190  (m)          164.66   (f) ADJUSTED    1 1
 EH0423
 EH0423.Superseded values are not recommended for survey control.
 EH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0423.See file dsdata.txt to determine how the superseded data were derived.
 EH0423
 EH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT082849(NAD 83)
 EH0423_MARKER: DB = BENCH MARK DISK
 EH0423_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0423+WITH SETTING: INTO GROUND
 EH0423_STAMPING: H 244 1974
 EH0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0423+STABILITY: SURFACE MOTION
 EH0423
 EH0423  HISTORY     - Date     Condition        Report By
 EH0423  HISTORY     - 1974     MONUMENTED       NGS
 EH0423  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0423  HISTORY     - 19920123 MARK NOT FOUND   NGS
 EH0423
 EH0423                          STATION DESCRIPTION
 EH0423
 EH0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0423'2.45 MI SW FROM SHERARD.
 EH0423'ABOUT 2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 EH0423'WITH STATE HIGHWAY 322 AT SHERARD.  ALSO, 3.30 MILES NORTHEAST OF RENA
 EH0423'LARA, SET UNDER AND NEAR CENTER OF THE MISSISSIPPI FORESTRY
 EH0423'COMMISSION-COAHOMA FIRE LOOKOUT TOWER, 155 FEET SOUTHEAST OF THE
 EH0423'CENTER OF THE HIGHWAY, 15.8 FEET NORTHEAST OF THE NORTH CORNER OF THE
 EH0423'CONCRETE FOUNDATION FOR THE SOUTHWEST LEG OF THE TOWER, 1.1 FOOT WEST
 EH0423'OF THE NORTHWEST CORNER OF THE CONCRETE LANDING FOR THE STAIRWAY UP TO
 EH0423'THE TOWER, 0.8 FOOT WEST OF A METAL WITNESS POST, 4 FEET BELOW LEVEL
 EH0423'OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 EH0423'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW
 EH0423'LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH
 EH0423'THE GROUND.  SECTION 29, T 27N, R 5W.
 EH0423
 EH0423                          STATION RECOVERY (1983)
 EH0423
 EH0423'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0423'MARK NOT FOUND.
 EH0423
 EH0423                          STATION RECOVERY (1992)
 EH0423
 EH0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0423'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0070 ***********************************************************************
 EH0070  DESIGNATION -  H 245
 EH0070  PID         -  EH0070
 EH0070  STATE/COUNTY-  MS/TUNICA
 EH0070  USGS QUAD   -  DUNDEE (1982)
 EH0070
 EH0070                         *CURRENT SURVEY CONTROL
 EH0070  ___________________________________________________________________
 EH0070* NAD 83(1986)-  34 30 30.     (N)    090 25 53.     (W)     SCALED    
 EH0070* NAVD 88     -        54.312  (meters)     178.19   (feet)  ADJUSTED  
 EH0070  ___________________________________________________________________
 EH0070  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EH0070  DYNAMIC HT  -          54.259 (meters)     178.01  (feet)  COMP
 EH0070  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 EH0070
 EH0070  VERT ORDER  -  FIRST     CLASS I
 EH0070
 EH0070.The horizontal coordinates were scaled from a topographic map and have
 EH0070.an estimated accuracy of +/- 6 seconds.
 EH0070
 EH0070.The orthometric height was determined by differential leveling
 EH0070.and adjusted in July 1994.
 EH0070
 EH0070.The geoid height was determined by GEOID03.
 EH0070
 EH0070.The dynamic height is computed by dividing the NAVD 88
 EH0070.geopotential number by the normal gravity value computed on the
 EH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0070.degrees latitude (g = 980.6199 gals.).
 EH0070
 EH0070.The modeled gravity was interpolated from observed gravity values.
 EH0070
 EH0070;                    North         East    Units  Estimated Accuracy
 EH0070;SPC MS W     -   555,340.      691,000.      MT  (+/- 180 meters Scaled)
 EH0070
 EH0070                          SUPERSEDED SURVEY CONTROL
 EH0070
 EH0070  NAVD 88 (06/15/91)   54.256  (m)          178.00   (f) UNKNOWN     1 1
 EH0070  NGVD 29 (??/??/??)   54.296  (m)          178.14   (f) ADJUSTED    1 1
 EH0070
 EH0070.Superseded values are not recommended for survey control.
 EH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0070.See file dsdata.txt to determine how the superseded data were derived.
 EH0070
 EH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU358215(NAD 83)
 EH0070_MARKER: DV = VERTICAL CONTROL DISK
 EH0070_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0070_SP_SET: COPPER-CLAD STEEL ROD
 EH0070_STAMPING: H 245 1974
 EH0070_MARK LOGO: NGS   
 EH0070_PROJECTION: PROJECTING 10 CENTIMETERS
 EH0070_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0070+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH0070_ROD/PIPE-DEPTH: 14.6 meters
 EH0070
 EH0070  HISTORY     - Date     Condition        Report By
 EH0070  HISTORY     - 1974     MONUMENTED       NGS
 EH0070  HISTORY     - 1983     GOOD             USPSQD
 EH0070  HISTORY     - 19920122 GOOD             NGS
 EH0070  HISTORY     - 20030528 GOOD             USACE
 EH0070
 EH0070                          STATION DESCRIPTION
 EH0070
 EH0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0070'4 MI NE FROM LULA.
 EH0070'ABOUT 4 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM ITS JUCNTION WITH A
 EH0070'PAVED ROAD (FOURTH STREET) LEADING WEST TO LULA, 156 FEET SOUTH OF THE
 EH0070'CENTER LINE OF THE GRAVEL ROAD, SET AT THE NORTHEAST CORNER OF THE
 EH0070'CONCRETE COMMUNICATIONS BUILDING FOR THE AMERICAN TELEPHONE AND
 EH0070'TELEGRAPH COMPANY TOWER, 44.4 FEET EAST-NORTHEAST OF THE CENTER OF THE
 EH0070'NORTH MAIN ENTRANCE TO THE BUILDING, 2.6 FEET NORTHEAST OF THE NORTH
 EH0070'CORNER OF THE BUILDING, 4 FEET BELOW LEVEL OF THE HIGHWAY AND ON TOP
 EH0070'OF A COPPER COATED STEEL ROD, FLUSH WITH THE GROUND AND PROTECTED BY A
 EH0070'4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO A
 EH0070'DEPTH OF 48 FEET.  ROD DRIVING HARD AT 48 FEET.  SECTION 2, T 7S, R
 EH0070'12W.
 EH0070
 EH0070                          STATION RECOVERY (1983)
 EH0070
 EH0070'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0070'RECOVERED IN GOOD CONDITION.
 EH0070
 EH0070                          STATION RECOVERY (1992)
 EH0070
 EH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0070'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 EH0070'OF STATE HIGHWAY 4 IN TUNICA, 100.0 M (328.1 FT) WEST OF THE HIGHWAY
 EH0070'CENTERLINE, 48.0 M (157.5 FT) SOUTH OF AND LEVEL WITH THE CENTER OF A
 EH0070'GRAVELED ROAD, 0.8 M (2.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 EH0070'THE DUNDEE AMERICAN TELEPHONE AND TELEGRAPH REPEATER TOWER BUILDING,
 EH0070'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS
 EH0070'ENCASED IN A 5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 EH0070
 EH0070                          STATION RECOVERY (2003)
 EH0070
 EH0070'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1077 ***********************************************************************
 CO1077  DESIGNATION -  H 251
 CO1077  PID         -  CO1077
 CO1077  STATE/COUNTY-  MS/CLARKE
 CO1077  USGS QUAD   -  SABLE (1983)
 CO1077
 CO1077                         *CURRENT SURVEY CONTROL
 CO1077  ___________________________________________________________________
 CO1077* NAD 83(1986)-  32 13 05.     (N)    088 41 56.     (W)     SCALED    
 CO1077* NAVD 88     -       163.504  (meters)     536.43   (feet)  ADJUSTED  
 CO1077  ___________________________________________________________________
 CO1077  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CO1077  DYNAMIC HT  -         163.311 (meters)     535.80  (feet)  COMP
 CO1077  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 CO1077
 CO1077  VERT ORDER  -  FIRST     CLASS II
 CO1077
 CO1077.The horizontal coordinates were scaled from a topographic map and have
 CO1077.an estimated accuracy of +/- 6 seconds.
 CO1077
 CO1077.The orthometric height was determined by differential leveling
 CO1077.and adjusted in June 1991.
 CO1077
 CO1077.The geoid height was determined by GEOID03.
 CO1077
 CO1077.The dynamic height is computed by dividing the NAVD 88
 CO1077.geopotential number by the normal gravity value computed on the
 CO1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1077.degrees latitude (g = 980.6199 gals.).
 CO1077
 CO1077.The modeled gravity was interpolated from observed gravity values.
 CO1077
 CO1077;                    North         East    Units  Estimated Accuracy
 CO1077;SPC MS E     -   301,340.      312,670.      MT  (+/- 180 meters Scaled)
 CO1077
 CO1077                          SUPERSEDED SURVEY CONTROL
 CO1077
 CO1077  NGVD 29 (??/??/??)  163.486  (m)          536.37   (f) ADJUSTED    1 2
 CO1077
 CO1077.Superseded values are not recommended for survey control.
 CO1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1077.See file dsdata.txt to determine how the superseded data were derived.
 CO1077
 CO1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA399658(NAD 83)
 CO1077_MARKER: DB = BENCH MARK DISK
 CO1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CO1077_SP_SET: STAINLESS STEEL ROD
 CO1077_STAMPING: H 251 1980
 CO1077_MARK LOGO: NGS   
 CO1077_PROJECTION: RECESSED 5 CENTIMETERS
 CO1077_MAGNETIC: I = MARKER IS A STEEL ROD
 CO1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1077+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 CO1077_ROD/PIPE-DEPTH: 6.10 meters
 CO1077
 CO1077  HISTORY     - Date     Condition        Report By
 CO1077  HISTORY     - 1980     MONUMENTED       NGS
 CO1077  HISTORY     - 19900517 GOOD             MSHD
 CO1077
 CO1077                          STATION DESCRIPTION
 CO1077
 CO1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1077'16.4 KM SOUTH FROM MERIDIAN.
 CO1077'16.412 KILOMETERS (10.2 MILES) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1077'OVERPASS OF INTERSTATES 20 AND 59 IN MERIDIAN, ALSO 22.365 KILOMETERS
 CO1077'(13.9 MILES) NORTH ALONG U.S. HIGHWAY 45 FROM THE COURTHOUSE IN
 CO1077'QUITMAN, 0.08 KILOMETERS (0.05 MILE) SOUTH OF THE JUNCTION OF A PAVED
 CO1077'ROAD LEADING SOUTH-SOUTHWEST, AT THE NORTH CORNER OF A 6-FOOT CHAIN
 CO1077'LINK FENCE AROUND A BLOCK PUMP HOUSE, 15.25 METERS (50 FEET) SOUTHWEST
 CO1077'OF THE CENTER LINE OF THE HIGHWAY, 14.6 METERS (48 FEET) NORTHWEST
 CO1077'OF THE CENTER OF A GRAVEL ROAD LEADING TO PUMP HOUSE, AND 0.4 METER
 CO1077'(1.3 FEET) NORTH OF THE NORTH CORNER OF THE FENCE.
 CO1077'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CO1077'THE MARK IS 0.3 M ABOVE HIGHWAY.
 CO1077
 CO1077                          STATION RECOVERY (1990)
 CO1077
 CO1077'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1077'THE MARK IS LOCATSD ABOUT 10.2 MI (16.4 KM) SOUTH OF MERIDIAN, NEAR
 CO1077'THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND A CONCRETE BLOCK
 CO1077'PUMP HOUSE IN BETWEEN HIGHWAY 45 AND A PAVED ROAD, 12.5 MI (20.1 KM)
 CO1077'NORTH OF QUITMAN, 0.55 MI (0.89 KM) MI SOUTH OF THE CLARKDALE SCHOOL
 CO1077'AND IS NEAR THE CENTER OF SECTION 6, T 4N, R 16E.
 CO1077'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS ABOUT 4.0 MI (6.4 KM) SOUTH
 CO1077'OF MERIDIAN, GO SOUTH ON OLD U.S. HIGHWAY 45 FOR 6.3 MI (10.1 KM) TO
 CO1077'THE MARK ON THE RIGHT JUST BEYOND A PAVED ROAD RIGHT.
 CO1077'MARK IS A STANDARD DISK ON TOP OF A STAINLESS STEEL ROD SET TO THE
 CO1077'DEPTH OF 6.1 METERS ENCASED IN A PIPE RECESSED 5 CENTIMETERS ABOUT
 CO1077'1.0 ABOVE THE LEVEL OF THE HIGHWAY, 71.0 FT (21.6 M) EAST OF THE
 CO1077'CENTER OF A PAVED ROAD, 49.5 FT (15.1 M) WEST OF THE CENTER OF THE
 CO1077'HIGHWAY, 49.0 FT (14.9 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY,
 CO1077'1.25 FT (0.38 M) NORTH OF THE NORTHEAST OF A CHAIN LINK FENCE AND 0.7
 CO1077'FT (0.2 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0969 ***********************************************************************
 CO0969  DESIGNATION -  H 26
 CO0969  PID         -  CO0969
 CO0969  STATE/COUNTY-  MS/ATTALA
 CO0969  USGS QUAD   -  SINGLETON (1989)
 CO0969
 CO0969                         *CURRENT SURVEY CONTROL
 CO0969  ___________________________________________________________________
 CO0969* NAD 83(1986)-  32 58 37.     (N)    089 33 30.     (W)     SCALED    
 CO0969* NAVD 88     -       141.710  (meters)     464.93   (feet)  ADJUSTED  
 CO0969  ___________________________________________________________________
 CO0969  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CO0969  DYNAMIC HT  -         141.554 (meters)     464.42  (feet)  COMP
 CO0969  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CO0969
 CO0969  VERT ORDER  -  SECOND    CLASS 0
 CO0969
 CO0969.The horizontal coordinates were scaled from a topographic map and have
 CO0969.an estimated accuracy of +/- 6 seconds.
 CO0969
 CO0969.The orthometric height was determined by differential leveling
 CO0969.and adjusted in June 1991.
 CO0969
 CO0969.The geoid height was determined by GEOID03.
 CO0969
 CO0969.The dynamic height is computed by dividing the NAVD 88
 CO0969.geopotential number by the normal gravity value computed on the
 CO0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0969.degrees latitude (g = 980.6199 gals.).
 CO0969
 CO0969.The modeled gravity was interpolated from observed gravity values.
 CO0969
 CO0969;                    North         East    Units  Estimated Accuracy
 CO0969;SPC MS E     -   385,720.      232,230.      MT  (+/- 180 meters Scaled)
 CO0969
 CO0969                          SUPERSEDED SURVEY CONTROL
 CO0969
 CO0969  NGVD 29 (??/??/92)  141.715  (m)          464.94   (f) ADJ UNCH    2 0
 CO0969
 CO0969.Superseded values are not recommended for survey control.
 CO0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0969.See file dsdata.txt to determine how the superseded data were derived.
 CO0969
 CO0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB609516(NAD 83)
 CO0969_MARKER: DB = BENCH MARK DISK
 CO0969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0969_SP_SET: PIPE CULVERT
 CO0969_STAMPING: H26 1934
 CO0969_MARK LOGO: CGS   
 CO0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0969+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 CO0969
 CO0969  HISTORY     - Date     Condition        Report By
 CO0969  HISTORY     - 1934     MONUMENTED       CGS
 CO0969  HISTORY     - 1973     GOOD             NGS
 CO0969  HISTORY     - 1984     GOOD             MSU
 CO0969  HISTORY     - 19880908 GOOD             MSHD
 CO0969  HISTORY     - 20080604 GOOD             MSDOT
 CO0969
 CO0969                          STATION DESCRIPTION
 CO0969
 CO0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CO0969'6 MI SE FROM KOSCIUSKO.
 CO0969'THE MARK IS LOCATED 6 MILES SOUTHEAST OF KOSCIUSKO, 3.2 MILES NORTH OF
 CO0969'THE ATTALA-LEAKE COUNTY LINE, 0.1 MILE EAST OF STATE HIGHWAY 35, IN
 CO0969'THE NORTHWEST HEADWALL OF A CULVERT, IN THE SW 1/4 OF SW 1/4 OF
 CO0969'SECTION 14, T13N, R7E, ON THE NEWELL ESTATE.  TO REACH THE MARK FROM
 CO0969'THE JUNCTION OF HIGHWAY 35 AND THE NATCHEZ TRACE ABOUT 1 1/2 MILES
 CO0969'SOUTH OF KOSCIUSKO, GO SOUTH ON HIGHWAY 35 FOR 4.3 MILES TO A ROAD
 CO0969'SIDE PARK ON THE LEFT, CONTINUE SOUTH ON HIGHWAY 35 FOR 0.4 MILE TO
 CO0969'THE OLD ABANDONED HIGHWAY ON THE LEFT, TURN BACK LEFT AND GO NORTHEAST
 CO0969'ALONG ABANDONED HIGHWAY FOR ABOUT 960 FEET TO A CULVERT AND THE MARK
 CO0969'ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE,
 CO0969'APPROXIMATELY 300 FEET SW OF A 115,000 VOLT POWER LINE CROSSING, 19
 CO0969'FEET NW AND 1.9 FEET LOWER THAN THE CENTERLINE OF ABANDONED HIGHWAY,
 CO0969'18 INCHES NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF
 CO0969'AN 18 X 42 CULVERT AND 1 FOOT WEST OF A METAL WITNESS POST.
 CO0969
 CO0969                          STATION RECOVERY (1984)
 CO0969
 CO0969'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1984
 CO0969'RECOVERED IN GOOD CONDITION.
 CO0969
 CO0969                          STATION RECOVERY (1988)
 CO0969
 CO0969'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0969'THE MARK WAS FOUND IN GOOD CONDITION BUT WAS STAMPED H25 1934 INSTEAD
 CO0969'OF H26 1934. THE MARK WAS RESTAMPED H26 1934 AT THIS TIME.
 CO0969'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35, 19, AND 14 ABOUT
 CO0969'4.03 KM (2.50 MI) SOUTH OF KOSCIUSKO, GO SOUTH ON HIGHWAY FOR 5.39 KM
 CO0969'(3.35 MI) TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 35 FOR 1.29 KM
 CO0969'(0.80 MI) TO THE JUNCTION OF THE OLD ABANDONED HIGHWAY, TURN LEFT AND
 CO0969'GO NORTHEAST ON THE ABANDONED HIGHWAY FOR 0.32 KM (0.20 MI) TO THE
 CO0969'CULVERT AND THE MARK ON THE LEFT.
 CO0969'MARK IS A STANDARD DISK SET IN A DRILL HOLE 0.43 M (1.4 FT) NORTHEAST
 CO0969'OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF AN 18 INCH TILE
 CO0969'PIPE.  IT IS 4.57 M (15.0 FT) NORTHWEST OF THE CENTER OF AN OLD
 CO0969'HIGHWAY, 0.27 M (0.9 FT) NORTHWEST OF A METAL WITNESS POST AND IS
 CO0969'ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF THE OLD HIGHWAY.
 CO0969
 CO0969                          STATION RECOVERY (2008)
 CO0969
 CO0969'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 CO0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1261 ***********************************************************************
 DJ1261  DESIGNATION -  H 27
 DJ1261  PID         -  DJ1261
 DJ1261  STATE/COUNTY-  MS/CHOCTAW
 DJ1261  USGS QUAD   -  ACKERMAN (1972)
 DJ1261
 DJ1261                         *CURRENT SURVEY CONTROL
 DJ1261  ___________________________________________________________________
 DJ1261* NAD 83(1986)-  33 21 29.     (N)    089 10 57.     (W)     SCALED    
 DJ1261* NAVD 88     -       171.201  (meters)     561.68   (feet)  ADJUSTED  
 DJ1261  ___________________________________________________________________
 DJ1261  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DJ1261  DYNAMIC HT  -         171.012 (meters)     561.06  (feet)  COMP
 DJ1261  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DJ1261
 DJ1261  VERT ORDER  -  SECOND    CLASS 0
 DJ1261
 DJ1261.The horizontal coordinates were scaled from a topographic map and have
 DJ1261.an estimated accuracy of +/- 6 seconds.
 DJ1261
 DJ1261.The orthometric height was determined by differential leveling
 DJ1261.and adjusted in June 1991.
 DJ1261
 DJ1261.The geoid height was determined by GEOID03.
 DJ1261
 DJ1261.The dynamic height is computed by dividing the NAVD 88
 DJ1261.geopotential number by the normal gravity value computed on the
 DJ1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1261.degrees latitude (g = 980.6199 gals.).
 DJ1261
 DJ1261.The modeled gravity was interpolated from observed gravity values.
 DJ1261
 DJ1261;                    North         East    Units  Estimated Accuracy
 DJ1261;SPC MS E     -   427,800.      267,500.      MT  (+/- 180 meters Scaled)
 DJ1261
 DJ1261                          SUPERSEDED SURVEY CONTROL
 DJ1261
 DJ1261  NGVD 29 (??/??/92)  171.148  (m)          561.51   (f) ADJ UNCH    2 0
 DJ1261
 DJ1261.Superseded values are not recommended for survey control.
 DJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1261.See file dsdata.txt to determine how the superseded data were derived.
 DJ1261
 DJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB969931(NAD 83)
 DJ1261_MARKER: DB = BENCH MARK DISK
 DJ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1261_STAMPING: H 27 1934
 DJ1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1261+STABILITY: SURFACE MOTION
 DJ1261
 DJ1261  HISTORY     - Date     Condition        Report By
 DJ1261  HISTORY     - 1934     MONUMENTED       CGS
 DJ1261  HISTORY     - 1970     GOOD             NGS
 DJ1261  HISTORY     - 1980     GOOD             MSHD
 DJ1261
 DJ1261                          STATION DESCRIPTION
 DJ1261
 DJ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1261'3.7 MI N FROM ACKERMAN.
 DJ1261'3.7 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 DJ1261'ACKERMAN, CHOCTAW COUNTY, 9-1/2 POLES SOUTH OF MILEPOST 242, AT A ROAD
 DJ1261'CROSSING, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 27 FEET
 DJ1261'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 27
 DJ1261'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SOLID BUT EROSION
 DJ1261'HAS LEFT IT EXPOSED 18 IN. ON NORTH AND WEST SIDE-METAL WITNESS POST
 DJ1261'IS 1 1/2 FT. WEST OF THE MARK.
 DJ1261
 DJ1261                          STATION RECOVERY (1970)
 DJ1261
 DJ1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DJ1261'RECOVERED IN GOOD CONDITION.
 DJ1261
 DJ1261                          STATION RECOVERY (1980)
 DJ1261
 DJ1261'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ1261'THE MARK WAS VISITED APRIL 16 1980 AND FOUND IN FAIR CONDITION A POST
 DJ1261'WAS SET ON LOWER SIDE OF MARK TO HELP HOLD CARS FROM MARK IT IS 42
 DJ1261'FEET SSE AND ACROSS THE ROAD RR CROSSING SIGN / 27 FEET E CENTER RR
 DJ1261'TRACK 22 FEET S CENTER GRAVEL ROAD TO REACH FROM INTERSECTION HWY 12
 DJ1261'AND 15 NORTH OF ACKERMAN GO N ON HWY 15 FOR 2.5 MILES TO SIDE ROAD
 DJ1261'LEFT WEST TURN WEST AND GO 0.4 MILE TO RR CROSSING AND THE MARK IN
 DJ1261'THE SE QUARTER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0242 ***********************************************************************
 DK0242  DESIGNATION -  H 28
 DK0242  PID         -  DK0242
 DK0242  STATE/COUNTY-  MS/HOLMES
 DK0242  USGS QUAD   -  HOWARD (1982)
 DK0242
 DK0242                         *CURRENT SURVEY CONTROL
 DK0242  ___________________________________________________________________
 DK0242* NAD 83(1986)-  33 07 06.     (N)    090 08 17.     (W)     SCALED    
 DK0242* NAVD 88     -        49.567  (meters)     162.62   (feet)  ADJUSTED  
 DK0242  ___________________________________________________________________
 DK0242  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DK0242  DYNAMIC HT  -          49.513 (meters)     162.44  (feet)  COMP
 DK0242  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DK0242
 DK0242  VERT ORDER  -  SECOND    CLASS 0
 DK0242
 DK0242.The horizontal coordinates were scaled from a topographic map and have
 DK0242.an estimated accuracy of +/- 6 seconds.
 DK0242
 DK0242.The orthometric height was determined by differential leveling
 DK0242.and adjusted in June 1991.
 DK0242
 DK0242.The geoid height was determined by GEOID03.
 DK0242
 DK0242.The dynamic height is computed by dividing the NAVD 88
 DK0242.geopotential number by the normal gravity value computed on the
 DK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0242.degrees latitude (g = 980.6199 gals.).
 DK0242
 DK0242.The modeled gravity was interpolated from observed gravity values.
 DK0242
 DK0242;                    North         East    Units  Estimated Accuracy
 DK0242;SPC MS W     -   401,180.      718,220.      MT  (+/- 180 meters Scaled)
 DK0242
 DK0242                          SUPERSEDED SURVEY CONTROL
 DK0242
 DK0242  NGVD 29 (??/??/??)   49.630  (m)          162.83   (f) ADJUSTED    2 0
 DK0242
 DK0242.Superseded values are not recommended for survey control.
 DK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0242.See file dsdata.txt to determine how the superseded data were derived.
 DK0242
 DK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS670680(NAD 83)
 DK0242_MARKER: DB = BENCH MARK DISK
 DK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0242_STAMPING: H 28 1934
 DK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0242+STABILITY: SURFACE MOTION
 DK0242
 DK0242  HISTORY     - Date     Condition        Report By
 DK0242  HISTORY     - 1934     MONUMENTED       CGS
 DK0242  HISTORY     - 1959     GOOD             CGS
 DK0242  HISTORY     - 1976     MARK NOT FOUND   USGS
 DK0242
 DK0242                          STATION DESCRIPTION
 DK0242
 DK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DK0242'3.2 MI E FROM HOWARD.
 DK0242'3.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD, FORMERLY THE YAZOO
 DK0242'AND MISSISSIPPI VALLEY RAILROAD, FROM THE STATION AT HOWARD, HOLMES
 DK0242'COUNTY, 1 POLE EAST OF MILEPOST D 18, AT JONES CROSSING, 33 FEET NORTH
 DK0242'OF THE CENTERLINE OF THE TRACK, 8 FEET EAST OF A POLE, AND FLUSH WITH
 DK0242'THE GROUND.  A STANDARD DISK, STAMPED H 28 1934 AND SET IN THE TOP OF
 DK0242'A CONCRETE POST.
 DK0242'NOTE--RAILROAD POLES AND MILEPOSTS HAVE BEEN REMOVED.
 DK0242
 DK0242                          STATION RECOVERY (1976)
 DK0242
 DK0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DK0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1423 ***********************************************************************
 DJ1423  DESIGNATION -  H 29
 DJ1423  PID         -  DJ1423
 DJ1423  STATE/COUNTY-  MS/YALOBUSHA
 DJ1423  USGS QUAD   -  TILLATOBA (1983)
 DJ1423
 DJ1423                         *CURRENT SURVEY CONTROL
 DJ1423  ___________________________________________________________________
 DJ1423* NAD 83(1986)-  33 58 16.     (N)    089 52 59.     (W)     SCALED    
 DJ1423* NAVD 88     -        85.850  (meters)     281.66   (feet)  ADJUSTED  
 DJ1423  ___________________________________________________________________
 DJ1423  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DJ1423  DYNAMIC HT  -          85.764 (meters)     281.38  (feet)  COMP
 DJ1423  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 DJ1423
 DJ1423  VERT ORDER  -  SECOND    CLASS 0
 DJ1423
 DJ1423.The horizontal coordinates were scaled from a topographic map and have
 DJ1423.an estimated accuracy of +/- 6 seconds.
 DJ1423
 DJ1423.The orthometric height was determined by differential leveling
 DJ1423.and adjusted in June 1991.
 DJ1423
 DJ1423.The geoid height was determined by GEOID03.
 DJ1423
 DJ1423.The dynamic height is computed by dividing the NAVD 88
 DJ1423.geopotential number by the normal gravity value computed on the
 DJ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1423.degrees latitude (g = 980.6199 gals.).
 DJ1423
 DJ1423.The modeled gravity was interpolated from observed gravity values.
 DJ1423
 DJ1423;                    North         East    Units  Estimated Accuracy
 DJ1423;SPC MS W     -   495,830.      741,610.      MT  (+/- 180 meters Scaled)
 DJ1423
 DJ1423                          SUPERSEDED SURVEY CONTROL
 DJ1423
 DJ1423  NGVD 29 (??/??/92)   85.871  (m)          281.73   (f) ADJ UNCH    2 0
 DJ1423
 DJ1423.Superseded values are not recommended for survey control.
 DJ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1423.See file dsdata.txt to determine how the superseded data were derived.
 DJ1423
 DJ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC336627(NAD 83)
 DJ1423_MARKER: DB = BENCH MARK DISK
 DJ1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1423_SP_SET: ABUTMENT
 DJ1423_STAMPING: H-29 1934
 DJ1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1423+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 DJ1423
 DJ1423  HISTORY     - Date     Condition        Report By
 DJ1423  HISTORY     - 1934     MONUMENTED       CGS
 DJ1423  HISTORY     - 1973     GOOD             MSHD
 DJ1423  HISTORY     - 1974     GOOD             NGS
 DJ1423  HISTORY     - 20080212 GOOD             MSDOT
 DJ1423
 DJ1423                          STATION DESCRIPTION
 DJ1423
 DJ1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1423'1.1 MI S FROM TILLATOBA.
 DJ1423'1.1 MILES SOUTH OF TILLATOBA.  STATION ALONG THE ILLINOIS CENTRAL
 DJ1423'RAILROAD.  2 POLES SOUTH OF MILEPOST NO. N. O. 309.  AT BRIDGE NO.
 DJ1423'J-478.1.  SET ON THE EAST END OF THE NORTH ABUTMENT.
 DJ1423
 DJ1423                          STATION RECOVERY (1973)
 DJ1423
 DJ1423'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1423'THE MARK IS LOCATED 1.1 MILES SSE OF TILLATOBA IN THE EAST END OF THE
 DJ1423'NORTH ABUTMENT OF ICRR BRIDGE NO. 478.1, 2.3 MILES NW OF SCOBEY, 6
 DJ1423'MILES SSE OF OAKLAND IN THE SE 1/4 OF THE SW 1/4 OF SECTION 4, T 24N,
 DJ1423'R 4E. IT IS 6.5 FEET EAST OF THE EAST RAIL, 114 FEET EAST OF THE
 DJ1423'CENTER OF A BLACK TOP ROAD, 262 FEET SSE OF MILE POST 478, 1 FOOT
 DJ1423'WEST OF THE EAST END OF THE ABUTMENT, 1 FOOT SOUTH OF A METAL WITNESS
 DJ1423'POST SET IN A DRILL HOLE IN THE EAST END OF THE NORTH CONCRETE
 DJ1423'ABUTMENT OF THE BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DJ1423'TRACK. TO REACH FROM THE TILLATOBA BAPTIST CHURCH AT TILLATOBA GO SE
 DJ1423'ON A BLACK TOP ROAD FOR 1.2 MILES TO THE BRIDGE AND THE MARK ON THE
 DJ1423'LEFT.
 DJ1423
 DJ1423                          STATION RECOVERY (1974)
 DJ1423
 DJ1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DJ1423'RECOVERED IN GOOD CONDITION.
 DJ1423
 DJ1423                          STATION RECOVERY (2008)
 DJ1423
 DJ1423'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0986 ***********************************************************************
 BV0986  DESIGNATION -  H 3
 BV0986  PID         -  BV0986
 BV0986  STATE/COUNTY-  MS/SIMPSON
 BV0986  USGS QUAD   -  MENDENHALL WEST (1970)
 BV0986
 BV0986                         *CURRENT SURVEY CONTROL
 BV0986  ___________________________________________________________________
 BV0986* NAD 83(1986)-  31 59 54.     (N)    089 56 28.     (W)     SCALED    
 BV0986* NAVD 88     -       103.81   (+/-2cm)     340.6    (feet)  VERTCON   
 BV0986  ___________________________________________________________________
 BV0986  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BV0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0986
 BV0986.The horizontal coordinates were scaled from a topographic map and have
 BV0986.an estimated accuracy of +/- 6 seconds.
 BV0986
 BV0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0986.The vertical order pertains to the NGVD 29 superseded value.
 BV0986
 BV0986.The geoid height was determined by GEOID03.
 BV0986
 BV0986;                    North         East    Units  Estimated Accuracy
 BV0986;SPC MS W     -   277,030.      737,060.      MT  (+/- 180 meters Scaled)
 BV0986
 BV0986                          SUPERSEDED SURVEY CONTROL
 BV0986
 BV0986  NGVD 29 (??/??/92)  103.817  (m)          340.61   (f) ADJ UNCH    2 0
 BV0986
 BV0986.Superseded values are not recommended for survey control.
 BV0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0986.See file dsdata.txt to determine how the superseded data were derived.
 BV0986
 BV0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA221440(NAD 83)
 BV0986_MARKER: DB = BENCH MARK DISK
 BV0986_SETTING: 0 = UNSPECIFIED SETTING
 BV0986_STAMPING: 340.606 H 3 1923 MISS
 BV0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0986
 BV0986  HISTORY     - Date     Condition        Report By
 BV0986  HISTORY     - 1923     MONUMENTED       USGS
 BV0986  HISTORY     - 1967     GOOD             MSHD
 BV0986
 BV0986                          STATION DESCRIPTION
 BV0986
 BV0986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0986'2.6 MI NE FROM DLO.
 BV0986'LOCATED ON THE NORTHEAST SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK
 BV0986'APPROXIMATELY 2.6 MILES NORTHWEST OF DLO, IN THE SOUTHEAST 1/4 OF
 BV0986'SECTION 24, T 2N, R 3E.  IT IS 84 FEET NORTHEAST OF TELEPHONE POLE NO.
 BV0986'938, 50 FEET NORTHEAST OF THE NORTHEAST RAIL, 36 FEET NORTH OF A
 BV0986'TELEPHONE POLE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. TO REACH
 BV0986'FROM THE U.S. POST OFFICE IN DLO, GO WEST ON A BLACKTOP STREET FOR
 BV0986'0.05 MILE TO THE INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT
 BV0986'(NORTH) AND CONTINUE ON OLD U.S. HIGHWAY 49 FOR 1.25 MILES TO AN
 BV0986'ANGLING CROSSROADS.  TURN LEFT (WEST) AND CONTINUE ON AN ALL WEATHER
 BV0986'ROAD FOR 1.55 MILES TO A SIDE ROAD RIGHT. CONTINUE WEST ON AN ALL
 BV0986'WEATHER ROAD FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT. TURN LEFT (SOUTH)
 BV0986'AND CONTINUE ON THE DRIVEWAY FOR 0.05 MILE TO A HOUSE. TURN TO THE
 BV0986'RIGHT AND CONTINUE SOUTH ON THE WEST SIDE OF A FENCE FOR APPROXIMATELY
 BV0986'150 FEET TO THE RAILROAD TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0186 ***********************************************************************
 CP0186  DESIGNATION -  H 3
 CP0186  PID         -  CP0186
 CP0186  STATE/COUNTY-  MS/MADISON
 CP0186  USGS QUAD   -  CANTON (1989)
 CP0186
 CP0186                         *CURRENT SURVEY CONTROL
 CP0186  ___________________________________________________________________
 CP0186* NAD 83(1986)-  32 36 49.     (N)    090 02 11.     (W)     SCALED    
 CP0186* NAVD 88     -        72.984  (meters)     239.45   (feet)  ADJUSTED  
 CP0186  ___________________________________________________________________
 CP0186  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CP0186  DYNAMIC HT  -          72.901 (meters)     239.18  (feet)  COMP
 CP0186  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CP0186
 CP0186  VERT ORDER  -  SECOND    CLASS 0
 CP0186
 CP0186.The horizontal coordinates were scaled from a topographic map and have
 CP0186.an estimated accuracy of +/- 6 seconds.
 CP0186
 CP0186.The orthometric height was determined by differential leveling
 CP0186.and adjusted in June 1991.
 CP0186
 CP0186.The geoid height was determined by GEOID03.
 CP0186
 CP0186.The dynamic height is computed by dividing the NAVD 88
 CP0186.geopotential number by the normal gravity value computed on the
 CP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0186.degrees latitude (g = 980.6199 gals.).
 CP0186
 CP0186.The modeled gravity was interpolated from observed gravity values.
 CP0186
 CP0186;                    North         East    Units  Estimated Accuracy
 CP0186;SPC MS W     -   345,230.      727,870.      MT  (+/- 180 meters Scaled)
 CP0186
 CP0186                          SUPERSEDED SURVEY CONTROL
 CP0186
 CP0186  NGVD 29 (??/??/92)   73.044  (m)          239.65   (f) ADJ UNCH    2 0
 CP0186
 CP0186.Superseded values are not recommended for survey control.
 CP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0186.See file dsdata.txt to determine how the superseded data were derived.
 CP0186
 CP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS781123(NAD 83)
 CP0186_MARKER: DB = BENCH MARK DISK
 CP0186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP0186_STAMPING: H 3 MISS 240
 CP0186_MARK LOGO: USGS  
 CP0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0186+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 CP0186
 CP0186  HISTORY     - Date     Condition        Report By
 CP0186  HISTORY     - 1922     MONUMENTED       USGS
 CP0186  HISTORY     - 1944     GOOD             USPSQD
 CP0186  HISTORY     - 19890403 GOOD             MSHD
 CP0186
 CP0186                          STATION DESCRIPTION
 CP0186
 CP0186'DESCRIBED BY US POWER SQUADRON 1944
 CP0186'IN CANTON.
 CP0186'AT CANTON, MADISON COUNTY, AT THE POST OFFICE AND IN THE TOP OF THE
 CP0186'SOUTH SIDE OF THE CONCRETE STEPS AT THE ENTRANCE TO THE BUILDING.  A
 CP0186'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 3 1922.
 CP0186
 CP0186                          STATION RECOVERY (1989)
 CP0186
 CP0186'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0186'MARK WAS VISITED AND FOUND IN GOOD CONDITION. THE BUILDING IS NO
 CP0186'LONGER THE POST OFFICE.
 CP0186'THE MARK IS LOCATED AT THE NORTHWEST CORNER OF THE COURT SQUARE IN
 CP0186'CANTON, AT THE INTERSECTION OF CENTER AND UNION STREETS.
 CP0186'IT IS 22.71 M (74.5 FT) SOUTH OF THE CENTER OF CENTER STREET, 16.46 M
 CP0186'(54.0 FT) WEST OF THE CENTER OF UNION STREET, 5.88 M (19.3 FT) NORTH
 CP0186'OF THE SOUTHEAST CORNER OF THE BUILDING, 1.98 M (6.5 FT) SOUTH OF THE
 CP0186'CENTER OF THE ENTRANCE TO THE BUILDING, 0.4 M (1.3 FT) EAST OF THE
 CP0186'EAST WALL OF THE BUILDING, 0.3 M (1.0 FT) NORTH OF THE EDGE OF THE
 CP0186'PORCH, SET IN A DRILL HOLE IN THE TOP OF THE OF THE SOUTH SIDE OF THE
 CP0186'CONCRETE STEPS AT THE ENTRANCE TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0330 ***********************************************************************
 EH0330  DESIGNATION -  H 30
 EH0330  PID         -  EH0330
 EH0330  STATE/COUNTY-  MS/QUITMAN
 EH0330  USGS QUAD   -  MARKS (1969)
 EH0330
 EH0330                         *CURRENT SURVEY CONTROL
 EH0330  ___________________________________________________________________
 EH0330* NAD 83(1986)-  34 15 11.     (N)    090 16 26.     (W)     SCALED    
 EH0330* NAVD 88     -        50.878  (meters)     166.92   (feet)  ADJUSTED  
 EH0330  ___________________________________________________________________
 EH0330  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0330  DYNAMIC HT  -          50.829 (meters)     166.76  (feet)  COMP
 EH0330  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH0330
 EH0330  VERT ORDER  -  SECOND    CLASS 0
 EH0330
 EH0330.The horizontal coordinates were scaled from a topographic map and have
 EH0330.an estimated accuracy of +/- 6 seconds.
 EH0330
 EH0330.The orthometric height was determined by differential leveling
 EH0330.and adjusted in June 1991.
 EH0330
 EH0330.The geoid height was determined by GEOID03.
 EH0330
 EH0330.The dynamic height is computed by dividing the NAVD 88
 EH0330.geopotential number by the normal gravity value computed on the
 EH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0330.degrees latitude (g = 980.6199 gals.).
 EH0330
 EH0330.The modeled gravity was interpolated from observed gravity values.
 EH0330
 EH0330;                    North         East    Units  Estimated Accuracy
 EH0330;SPC MS W     -   527,020.      705,480.      MT  (+/- 180 meters Scaled)
 EH0330
 EH0330                          SUPERSEDED SURVEY CONTROL
 EH0330
 EH0330  NGVD 29 (??/??/??)   50.926  (m)          167.08   (f) ADJUSTED    2 0
 EH0330
 EH0330.Superseded values are not recommended for survey control.
 EH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0330.See file dsdata.txt to determine how the superseded data were derived.
 EH0330
 EH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT510935(NAD 83)
 EH0330_MARKER: DB = BENCH MARK DISK
 EH0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0330_SP_SET: BUILDING
 EH0330_STAMPING: H 30 1934
 EH0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0330+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 EH0330
 EH0330  HISTORY     - Date     Condition        Report By
 EH0330  HISTORY     - 1934     MONUMENTED       CGS
 EH0330  HISTORY     - 1977     GOOD             DOD
 EH0330  HISTORY     - 20030717 MARK NOT FOUND   USACE
 EH0330  HISTORY     - 20080128 GOOD             MSDOT
 EH0330
 EH0330                          STATION DESCRIPTION
 EH0330
 EH0330'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977
 EH0330'IN MARKS.
 EH0330'THE MARK IS LOCATED ABOUT THE CENTER OF MARKS ABOUT 100 YARDS EAST
 EH0330'OF THE RAILROAD STATION IN THE FACE OF THE BRICK WALL DIVIDING
 EH0330'PERKS GROCERY AND MOSSEY JEWELRY STORE, 1 BLOCK NORTH AND 1/2 BLOCK
 EH0330'EAST OF THE POST OFFICE.  IT IS 155 FEET EAST OF THE CENTER OF
 EH0330'MAIN STREET, 72.5 FEET WEST OF THE CENTER OF THE ENTRANCE TO
 EH0330'CITIZENS BANK AND TRUST COMPANY SET VERTICALLY IN A DRILL HOLE IN
 EH0330'THE FACE OF THE SOUTH BRICK WALL DIVIDING THE TWO STORES AND IS 4
 EH0330'FEET ABOVE THE WALK.
 EH0330
 EH0330                          STATION RECOVERY (2003)
 EH0330
 EH0330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0330'MARK NOT FOUND.
 EH0330
 EH0330                          STATION RECOVERY (2008)
 EH0330
 EH0330'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0330'DESCRIPTION FROM 1977 IS FAIRLEY CORRECT IS 30 FEET NORTH OF MAIN
 EH0330'STREET WHICH RUNSPRIMARILY EAST AND WESTAND THE STORES NO LONGER BEAR
 EH0330'THE NAMES GIVEN. THE MARK IS AS STATED LOCATED 72.5 WEST OF THE
 EH0330'ENTRANCE TO THE CITIZENS BANK AND IS ALSO A BLOCK AND 1/2 NORTH AND
 EH0330'EAST FROM THE POST OFFICE. THE LATITUDE AND LONGTITUDE SHOULD BE
 EH0330'CORRECTED TO 34-15-24 N AND 090-16-17 W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0951 ***********************************************************************
 CO0951  DESIGNATION -  H 31
 CO0951  PID         -  CO0951
 CO0951  STATE/COUNTY-  MS/LEAKE
 CO0951  USGS QUAD   -  CARTHAGE (1989)
 CO0951
 CO0951                         *CURRENT SURVEY CONTROL
 CO0951  ___________________________________________________________________
 CO0951* NAD 83(1986)-  32 42 56.     (N)    089 35 36.     (W)     SCALED    
 CO0951* NAVD 88     -       112.36   (+/-2cm)     368.6    (feet)  VERTCON   
 CO0951  ___________________________________________________________________
 CO0951  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CO0951  VERT ORDER  -  ? (See Below)
 CO0951
 CO0951.The horizontal coordinates were scaled from a topographic map and have
 CO0951.an estimated accuracy of +/- 6 seconds.
 CO0951
 CO0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0951.The vertical order pertains to the NGVD 29 superseded value.
 CO0951
 CO0951.The geoid height was determined by GEOID03.
 CO0951
 CO0951;                    North         East    Units  Estimated Accuracy
 CO0951;SPC MS E     -   356,750.      228,750.      MT  (+/- 180 meters Scaled)
 CO0951
 CO0951                          SUPERSEDED SURVEY CONTROL
 CO0951
 CO0951  NGVD 29 (??/??/92)  112.387  (m)          368.72   (f) ADJ UNCH    ?  
 CO0951
 CO0951.Superseded values are not recommended for survey control.
 CO0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0951.See file dsdata.txt to determine how the superseded data were derived.
 CO0951
 CO0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB569227(NAD 83)
 CO0951_MARKER: DD = SURVEY DISK
 CO0951_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CO0951_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CO0951_STAMPING: H 31 1923 389
 CO0951_MARK LOGO: USGS  
 CO0951_PROJECTION: PROJECTING 23 CENTIMETERS
 CO0951_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CO0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0951+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1988
 CO0951_ROD/PIPE-DEPTH: 0.67 meters
 CO0951
 CO0951  HISTORY     - Date     Condition        Report By
 CO0951  HISTORY     - 1923     MONUMENTED       USGS
 CO0951  HISTORY     - 1935     GOOD             NGS
 CO0951  HISTORY     - 19880413 SEE DESCRIPTION  MSHD
 CO0951
 CO0951                          STATION DESCRIPTION
 CO0951
 CO0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0951'3.9 MI W FROM CARTHAGE.
 CO0951'3.9 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 CO0951'CARTHAGE, LEAKE COUNTY, 50 FEET SOUTH OF THE WAGNER STORE, AND 50 FEET
 CO0951'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 CO0951'SURVEY STANDARD DISK, STAMPED H 31 1923 AND SET IN THE TOP OF A
 CO0951'CONCRETE POST.
 CO0951
 CO0951                          STATION RECOVERY (1988)
 CO0951
 CO0951'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0951'MARK WAS VISITED AND FOUND TO BE LEANING ABOUT 45 DEGREES AND SHOULD
 CO0951'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0199 ***********************************************************************
 CP0199  DESIGNATION -  H 31
 CP0199  PID         -  CP0199
 CP0199  STATE/COUNTY-  MS/MADISON
 CP0199  USGS QUAD   -  CANTON (1989)
 CP0199
 CP0199                         *CURRENT SURVEY CONTROL
 CP0199  ___________________________________________________________________
 CP0199* NAD 83(1986)-  32 34 43.     (N)    090 03 20.     (W)     SCALED    
 CP0199* NAVD 88     -        77.619  (meters)     254.66   (feet)  ADJUSTED  
 CP0199  ___________________________________________________________________
 CP0199  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CP0199  DYNAMIC HT  -          77.530 (meters)     254.36  (feet)  COMP
 CP0199  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CP0199
 CP0199  VERT ORDER  -  SECOND    CLASS 0
 CP0199
 CP0199.The horizontal coordinates were scaled from a topographic map and have
 CP0199.an estimated accuracy of +/- 6 seconds.
 CP0199
 CP0199.The orthometric height was determined by differential leveling
 CP0199.and adjusted in June 1991.
 CP0199
 CP0199.The geoid height was determined by GEOID03.
 CP0199
 CP0199.The dynamic height is computed by dividing the NAVD 88
 CP0199.geopotential number by the normal gravity value computed on the
 CP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0199.degrees latitude (g = 980.6199 gals.).
 CP0199
 CP0199.The modeled gravity was interpolated from observed gravity values.
 CP0199
 CP0199;                    North         East    Units  Estimated Accuracy
 CP0199;SPC MS W     -   341,340.      726,080.      MT  (+/- 180 meters Scaled)
 CP0199
 CP0199                          SUPERSEDED SURVEY CONTROL
 CP0199
 CP0199  NGVD 29 (??/??/92)   77.681  (m)          254.86   (f) ADJ UNCH    2 0
 CP0199
 CP0199.Superseded values are not recommended for survey control.
 CP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0199.See file dsdata.txt to determine how the superseded data were derived.
 CP0199
 CP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS764084(NAD 83)
 CP0199_MARKER: DD = SURVEY DISK
 CP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0199_STAMPING: H 31 193K
 CP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0199+STABILITY: SURFACE MOTION
 CP0199
 CP0199  HISTORY     - Date     Condition        Report By
 CP0199  HISTORY     - 1935     MONUMENTED       USGS
 CP0199  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CP0199
 CP0199                          STATION DESCRIPTION
 CP0199
 CP0199'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0199'2.5 MI SW FROM CANTON.
 CP0199'2.5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0199'STATION AT CANTON, MADISON COUNTY, 50 FEET EAST OF THE CENTERLINE OF
 CP0199'THE TRACK, AND 35 FEET NORTH OF THE CENTERLINE OF AN EAST AND WEST
 CP0199'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 31
 CP0199'1923 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1094 ***********************************************************************
 EG1094  DESIGNATION -  H 31
 EG1094  PID         -  EG1094
 EG1094  STATE/COUNTY-  MS/LAFAYETTE
 EG1094  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1094
 EG1094                         *CURRENT SURVEY CONTROL
 EG1094  ___________________________________________________________________
 EG1094* NAD 83(1986)-  34 22 04.     (N)    089 31 38.     (W)     SCALED    
 EG1094* NAVD 88     -       139.411  (meters)     457.38   (feet)  ADJUSTED  
 EG1094  ___________________________________________________________________
 EG1094  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EG1094  DYNAMIC HT  -         139.276 (meters)     456.94  (feet)  COMP
 EG1094  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EG1094
 EG1094  VERT ORDER  -  SECOND    CLASS 0
 EG1094
 EG1094.The horizontal coordinates were scaled from a topographic map and have
 EG1094.an estimated accuracy of +/- 6 seconds.
 EG1094
 EG1094.The orthometric height was determined by differential leveling
 EG1094.and adjusted in June 1991.
 EG1094
 EG1094.The geoid height was determined by GEOID03.
 EG1094
 EG1094.The dynamic height is computed by dividing the NAVD 88
 EG1094.geopotential number by the normal gravity value computed on the
 EG1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1094.degrees latitude (g = 980.6199 gals.).
 EG1094
 EG1094.The modeled gravity was interpolated from observed gravity values.
 EG1094
 EG1094;                    North         East    Units  Estimated Accuracy
 EG1094;SPC MS E     -   539,960.      236,180.      MT  (+/- 180 meters Scaled)
 EG1094
 EG1094                          SUPERSEDED SURVEY CONTROL
 EG1094
 EG1094  NGVD 29 (??/??/92)  139.39   (m)          457.3    (f) COMPUTED    2 0
 EG1094
 EG1094.Superseded values are not recommended for survey control.
 EG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1094.See file dsdata.txt to determine how the superseded data were derived.
 EG1094
 EG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD676058(NAD 83)
 EG1094_MARKER: DB = BENCH MARK DISK
 EG1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1094_SP_SET: BUILDING
 EG1094_STAMPING: H-31 1934
 EG1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1094
 EG1094  HISTORY     - Date     Condition        Report By
 EG1094  HISTORY     - 1934     MONUMENTED       CGS
 EG1094  HISTORY     - 20080123 MARK NOT FOUND   MSDOT
 EG1094
 EG1094                          STATION DESCRIPTION
 EG1094
 EG1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1094'IN OXFORD.
 EG1094'ALONG THE ILLINOIS CENTRAL RAILROAD.  AT THE DEPOT.  SET 1 FOOT NORTH
 EG1094'OF THE WEST DOOR TO THE OFFICE.  ABOUT 4 FEET HIGH.
 EG1094
 EG1094                          STATION RECOVERY (2008)
 EG1094
 EG1094'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1094'THIS MARK HAS BEEN RESET, SEE DESCRIPTION OF H 31 RESET (PID EG1095).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1095 ***********************************************************************
 EG1095  DESIGNATION -  H 31 RESET
 EG1095  PID         -  EG1095
 EG1095  STATE/COUNTY-  MS/LAFAYETTE
 EG1095  USGS QUAD   -  OXFORD SOUTH (1980)
 EG1095
 EG1095                         *CURRENT SURVEY CONTROL
 EG1095  ___________________________________________________________________
 EG1095* NAD 83(1986)-  34 22 06.     (N)    089 31 39.     (W)     SCALED    
 EG1095* NAVD 88     -       139.407  (meters)     457.37   (feet)  ADJUSTED  
 EG1095  ___________________________________________________________________
 EG1095  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EG1095  DYNAMIC HT  -         139.272 (meters)     456.93  (feet)  COMP
 EG1095  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 EG1095
 EG1095  VERT ORDER  -  SECOND    CLASS 0
 EG1095
 EG1095.The horizontal coordinates were scaled from a topographic map and have
 EG1095.an estimated accuracy of +/- 6 seconds.
 EG1095
 EG1095.The orthometric height was determined by differential leveling
 EG1095.and adjusted in June 1991.
 EG1095
 EG1095.The geoid height was determined by GEOID03.
 EG1095
 EG1095.The dynamic height is computed by dividing the NAVD 88
 EG1095.geopotential number by the normal gravity value computed on the
 EG1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1095.degrees latitude (g = 980.6199 gals.).
 EG1095
 EG1095.The modeled gravity was interpolated from observed gravity values.
 EG1095
 EG1095;                    North         East    Units  Estimated Accuracy
 EG1095;SPC MS E     -   540,020.      236,150.      MT  (+/- 180 meters Scaled)
 EG1095
 EG1095                          SUPERSEDED SURVEY CONTROL
 EG1095
 EG1095  NGVD 29 (??/??/92)  139.388  (m)          457.31   (f) ADJ UNCH    2 0
 EG1095
 EG1095.Superseded values are not recommended for survey control.
 EG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1095.See file dsdata.txt to determine how the superseded data were derived.
 EG1095
 EG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD675058(NAD 83)
 EG1095_MARKER: DB = BENCH MARK DISK
 EG1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG1095_SP_SET: BUILDING
 EG1095_STAMPING: H 31 RESET 1934
 EG1095_MARK LOGO: CGS   
 EG1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1095+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 EG1095
 EG1095  HISTORY     - Date     Condition        Report By
 EG1095  HISTORY     - UNK      MONUMENTED       CGS
 EG1095  HISTORY     - 1942     GOOD             NGS
 EG1095  HISTORY     - 19840711 GOOD             MSHD
 EG1095  HISTORY     - 20080123 GOOD             MSDOT
 EG1095
 EG1095                          STATION DESCRIPTION
 EG1095
 EG1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EG1095'IN OXFORD.
 EG1095'AT OXFORD, LAFAYETTE COUNTY, AT THE ILLINOIS CENTRAL RAILROAD STATION,
 EG1095'IN THE WALL FACING THE TRACK, BETWEEN THE OFFICE DOOR AND THE NORTH
 EG1095'DOOR TO THE FREIGHT ROOM, AND ABOUT 4 FEET HIGHER THAN THE GROUND. A
 EG1095'CHIESELED CROSS ON THE SMOOTHED-OFF CENTER OF A STANDARD
 EG1095'TRIANGULATION-STATION DISK, STAMPED H 31 1934 AND SET VERTICALLY.
 EG1095
 EG1095                          STATION RECOVERY (1984)
 EG1095
 EG1095'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1984
 EG1095'RECOVERED IN GOOD CONDITION.
 EG1095
 EG1095                          STATION RECOVERY (2008)
 EG1095
 EG1095'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1095'THE 1942 DESCRIPTION IS SUFFICIENT FOR LOCATING THE MARK. THIS MARK (H
 EG1095'31 RESET)AND THE MARK LISTED AS H 31 (PID EG1094) ARE THE SAME MARK.
 EG1095'THIS IS THE MORE CORRECT DESCRIPTION. THE ORIGINAL CAP HAS BEEN GROUND
 EG1095'FLAT AND CHISEL OR SCRATCH MARKED WITHOUT BEING STAMPED RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0957 ***********************************************************************
 EG0957  DESIGNATION -  H 32
 EG0957  PID         -  EG0957
 EG0957  STATE/COUNTY-  MS/MARSHALL
 EG0957  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG0957
 EG0957                         *CURRENT SURVEY CONTROL
 EG0957  ___________________________________________________________________
 EG0957* NAD 83(1986)-  34 50 12.     (N)    089 24 01.     (W)     SCALED    
 EG0957* NAVD 88     -       147.372  (meters)     483.50   (feet)  ADJUSTED  
 EG0957  ___________________________________________________________________
 EG0957  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EG0957  DYNAMIC HT  -         147.228 (meters)     483.03  (feet)  COMP
 EG0957  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 EG0957
 EG0957  VERT ORDER  -  SECOND    CLASS 0
 EG0957
 EG0957.The horizontal coordinates were scaled from a topographic map and have
 EG0957.an estimated accuracy of +/- 6 seconds.
 EG0957
 EG0957.The orthometric height was determined by differential leveling
 EG0957.and adjusted in June 1991.
 EG0957
 EG0957.The geoid height was determined by GEOID03.
 EG0957
 EG0957.The dynamic height is computed by dividing the NAVD 88
 EG0957.geopotential number by the normal gravity value computed on the
 EG0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0957.degrees latitude (g = 980.6199 gals.).
 EG0957
 EG0957.The modeled gravity was interpolated from observed gravity values.
 EG0957
 EG0957;                    North         East    Units  Estimated Accuracy
 EG0957;SPC MS E     -   591,900.      248,140.      MT  (+/- 180 meters Scaled)
 EG0957
 EG0957                          SUPERSEDED SURVEY CONTROL
 EG0957
 EG0957  NGVD 29 (??/??/92)  147.319  (m)          483.33   (f) ADJ UNCH    2 0
 EG0957
 EG0957.Superseded values are not recommended for survey control.
 EG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0957.See file dsdata.txt to determine how the superseded data were derived.
 EG0957
 EG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD805575(NAD 83)
 EG0957_MARKER: DB = BENCH MARK DISK
 EG0957_SETTING: 0 = UNSPECIFIED SETTING
 EG0957_STAMPING: H 32 (1934)
 EG0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0957
 EG0957  HISTORY     - Date     Condition        Report By
 EG0957  HISTORY     - 1934     MONUMENTED       CGS
 EG0957  HISTORY     - 1966     GOOD             MSHD
 EG0957  HISTORY     - 20030915 MARK NOT FOUND   USACE
 EG0957
 EG0957                          STATION DESCRIPTION
 EG0957
 EG0957'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0957'5.5 MI N FROM HOLLY SPRINGS.
 EG0957'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON
 EG0957'HIGHWAY 7 FOR 1.4 MILES TO HIGHWAY 311 ON THE LEFT AND A SIDE ROAD
 EG0957'RIGHT EAST, TURN RIGHT AND CONTINUE EAST ON A MACADAM ROAD FOR 0.65
 EG0957'MILE TO A T INTERSECTION, TURN RIGHT ON A MACADAM ROAD AND CONTINUE
 EG0957'SOUTH FOR 0.35 MILE TO A SIDE ROAD LEFT NORTHEAST, TURN SHARP LEFT AND
 EG0957'CONTINUE NORTHEAST ON AN ALL WEATHER ROAD FOR 5.0 MILES TO A SIDE ROAD
 EG0957'LEFT NORTHWEST, TURN LEFT ON A FARM ROAD AND CONTINUE NORTHWEST FOR
 EG0957'APPROXIMATELY 100 FEET TO THE RAILROAD TRACK AND THE MARK ON THE RIGHT
 EG0957'AS DESCRIBED.  IT IS 245 FEET NORTH OF A WOODEN TRESTLE NO. 537.5, 63
 EG0957'FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET NORTHEAST OF THE CENTER OF
 EG0957'A PRIVATE ROAD, AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 EG0957
 EG0957                          STATION RECOVERY (2003)
 EG0957
 EG0957'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1052 ***********************************************************************
 EG1052  DESIGNATION -  H 33
 EG1052  PID         -  EG1052
 EG1052  STATE/COUNTY-  MS/PONTOTOC
 EG1052  USGS QUAD   -  THAXTON (1980)
 EG1052
 EG1052                         *CURRENT SURVEY CONTROL
 EG1052  ___________________________________________________________________
 EG1052* NAD 83(1986)-  34 15 06.     (N)    089 12 17.     (W)     SCALED    
 EG1052* NAVD 88     -       125.193  (meters)     410.74   (feet)  ADJUSTED  
 EG1052  ___________________________________________________________________
 EG1052  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EG1052  DYNAMIC HT  -         125.069 (meters)     410.33  (feet)  COMP
 EG1052  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EG1052
 EG1052  VERT ORDER  -  SECOND    CLASS 0
 EG1052
 EG1052.The horizontal coordinates were scaled from a topographic map and have
 EG1052.an estimated accuracy of +/- 6 seconds.
 EG1052
 EG1052.The orthometric height was determined by differential leveling
 EG1052.and adjusted in June 1991.
 EG1052
 EG1052.The geoid height was determined by GEOID03.
 EG1052
 EG1052.The dynamic height is computed by dividing the NAVD 88
 EG1052.geopotential number by the normal gravity value computed on the
 EG1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1052.degrees latitude (g = 980.6199 gals.).
 EG1052
 EG1052.The modeled gravity was interpolated from observed gravity values.
 EG1052
 EG1052;                    North         East    Units  Estimated Accuracy
 EG1052;SPC MS E     -   526,920.      265,790.      MT  (+/- 180 meters Scaled)
 EG1052
 EG1052                          SUPERSEDED SURVEY CONTROL
 EG1052
 EG1052  NGVD 29 (??/??/92)  125.146  (m)          410.58   (f) ADJ UNCH    2 0
 EG1052
 EG1052.Superseded values are not recommended for survey control.
 EG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1052.See file dsdata.txt to determine how the superseded data were derived.
 EG1052
 EG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC969922(NAD 83)
 EG1052_MARKER: DB = BENCH MARK DISK
 EG1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1052_SP_SET: FOOTWALL
 EG1052_STAMPING: H 33 1934
 EG1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1052
 EG1052  HISTORY     - Date     Condition        Report By
 EG1052  HISTORY     - 1934     MONUMENTED       CGS
 EG1052  HISTORY     - 1962     GOOD             MSHD
 EG1052  HISTORY     - 1979     GOOD             MSHD
 EG1052
 EG1052                          STATION DESCRIPTION
 EG1052
 EG1052'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1052'1.8 MI E FROM TOCCOPOLA.
 EG1052'TO REACH FROM THE CONSOLIDATED HIGH SCHOOL IN TOCCOPOLA GO EAST ON
 EG1052'STATE HIGHWAY 6 FOR 1.6 MILES TO A SMALL CONCRETE CULVERT AND THE MARK
 EG1052'ON THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN
 EG1052'THE TOP OF THE EAST END OF THE SOUTH CONCRETE FOOT WALL.
 EG1052
 EG1052                          STATION RECOVERY (1979)
 EG1052
 EG1052'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1052'THE MARK IS LOCATED 1.7 MILES EAST OF THE MAIN CROSSROAD IN TOCCOPOLA
 EG1052'IN A CULVERT, 1.5 MILES WEST OF THE YOCONA FIRE TOWER IN THE
 EG1052'SOUTHWEST 1/4 OF SECTION 33, T 9S, R 1E. IT IS 15 FEET SOUTH OF THE
 EG1052'CENTER OF HIGHWAY 334 (GRAVELED ROAD), 1 FOOT WEST OF A METAL WITNESS
 EG1052'POST SET IN A DRILL HOLE 0.9 FEET WEST OF THE EAST END OF THE SOUTH
 EG1052'HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CULVERT AND IS ABOUT 6 INCHES
 EG1052'ABOVE THE LEVEL OF THE ROAD. TO REACH FROM THE G AND G STORE AND THE
 EG1052'MAIN CROSSROAD IN TOCCOPOLA GO EAST ON STATE HIGHWAY 334 FOR 0.8 MILE
 EG1052'TO A SIDE ROAD RIGHT AND THE END OF THE PAVEMENT. CONTINUE EAST ON
 EG1052'STATE HIGHWAY 334 (GRAVELED ROAD) FOR 0.95 MILE TO THE MARK ON THE
 EG1052'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0666 ***********************************************************************
 EG0666  DESIGNATION -  H 34
 EG0666  PID         -  EG0666
 EG0666  STATE/COUNTY-  MS/LEE
 EG0666  USGS QUAD   -  MOOREVILLE (1973)
 EG0666
 EG0666                         *CURRENT SURVEY CONTROL
 EG0666  ___________________________________________________________________
 EG0666* NAD 83(1986)-  34 16 04.     (N)    088 34 53.     (W)     SCALED    
 EG0666* NAVD 88     -       117.778  (meters)     386.41   (feet)  ADJUSTED  
 EG0666  ___________________________________________________________________
 EG0666  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG0666  DYNAMIC HT  -         117.659 (meters)     386.02  (feet)  COMP
 EG0666  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 EG0666
 EG0666  VERT ORDER  -  SECOND    CLASS 0
 EG0666
 EG0666.The horizontal coordinates were scaled from a topographic map and have
 EG0666.an estimated accuracy of +/- 6 seconds.
 EG0666
 EG0666.The orthometric height was determined by differential leveling
 EG0666.and adjusted in June 1991.
 EG0666
 EG0666.The geoid height was determined by GEOID03.
 EG0666
 EG0666.The dynamic height is computed by dividing the NAVD 88
 EG0666.geopotential number by the normal gravity value computed on the
 EG0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0666.degrees latitude (g = 980.6199 gals.).
 EG0666
 EG0666.The modeled gravity was interpolated from observed gravity values.
 EG0666
 EG0666;                    North         East    Units  Estimated Accuracy
 EG0666;SPC MS E     -   528,680.      323,200.      MT  (+/- 180 meters Scaled)
 EG0666
 EG0666                          SUPERSEDED SURVEY CONTROL
 EG0666
 EG0666  NGVD 29 (??/??/92)  117.689  (m)          386.12   (f) ADJ UNCH    2 0
 EG0666
 EG0666.Superseded values are not recommended for survey control.
 EG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0666.See file dsdata.txt to determine how the superseded data were derived.
 EG0666
 EG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC544929(NAD 83)
 EG0666_MARKER: DB = BENCH MARK DISK
 EG0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0666_SP_SET: RAILREST
 EG0666_STAMPING: H 34 1934
 EG0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0666
 EG0666  HISTORY     - Date     Condition        Report By
 EG0666  HISTORY     - 1934     MONUMENTED       CGS
 EG0666  HISTORY     - 1971     GOOD             NGS
 EG0666
 EG0666                          STATION DESCRIPTION
 EG0666
 EG0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0666'7 MI E FROM TUPELO.
 EG0666'0.3 MILE WEST ALONG OLD U. S. HIGHWAY 78 FROM MOOREVILLE, LEE COUNTY,
 EG0666'6.0 FEET FROM THE EAST END OF A 36 FOOT CONCRETE BRIDGE, AND IN THE
 EG0666'TOP OF THE SOUTH CONCRETE RAILREST.  A STANDARD DISK, STAMPED H 34
 EG0666'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1336 ***********************************************************************
 EG1336  DESIGNATION -  H 342
 EG1336  PID         -  EG1336
 EG1336  STATE/COUNTY-  MS/TISHOMINGO
 EG1336  USGS QUAD   -  IUKA (1984)
 EG1336
 EG1336                         *CURRENT SURVEY CONTROL
 EG1336  ___________________________________________________________________
 EG1336* NAD 83(1986)-  34 48 21.     (N)    088 13 27.     (W)     SCALED    
 EG1336* NAVD 88     -       164.701  (meters)     540.36   (feet)  ADJUSTED  
 EG1336  ___________________________________________________________________
 EG1336  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1336  DYNAMIC HT  -         164.544 (meters)     539.84  (feet)  COMP
 EG1336  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 EG1336
 EG1336  VERT ORDER  -  FIRST     CLASS II
 EG1336
 EG1336.The horizontal coordinates were scaled from a topographic map and have
 EG1336.an estimated accuracy of +/- 6 seconds.
 EG1336
 EG1336.The orthometric height was determined by differential leveling
 EG1336.and adjusted in June 1991.
 EG1336
 EG1336.The geoid height was determined by GEOID03.
 EG1336
 EG1336.The dynamic height is computed by dividing the NAVD 88
 EG1336.geopotential number by the normal gravity value computed on the
 EG1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1336.degrees latitude (g = 980.6199 gals.).
 EG1336
 EG1336.The modeled gravity was interpolated from observed gravity values.
 EG1336
 EG1336;                    North         East    Units  Estimated Accuracy
 EG1336;SPC MS E     -   588,500.      355,740.      MT  (+/- 180 meters Scaled)
 EG1336
 EG1336                          SUPERSEDED SURVEY CONTROL
 EG1336
 EG1336.No superseded survey control is available for this station.
 EG1336
 EG1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD880521(NAD 83)
 EG1336_MARKER: I = METAL ROD
 EG1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1336_SP_SET: STAINLESS STEEL ROD
 EG1336_STAMPING: H 342 1983
 EG1336_MARK LOGO: NGS   
 EG1336_PROJECTION: FLUSH
 EG1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1336_ROD/PIPE-DEPTH: 6.09 meters
 EG1336
 EG1336  HISTORY     - Date     Condition        Report By
 EG1336  HISTORY     - 1983     MONUMENTED       NGS
 EG1336
 EG1336                          STATION DESCRIPTION
 EG1336
 EG1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1336'2.4 KM (1.5 MI) WEST FROM IUKA.
 EG1336'2.4 KM (1.5 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE
 EG1336'ROUTE 25 NORTH IN IUKA, SET AT A POWERLINE POLE ON HIGHWAY
 EG1336'RIGHT-OF-WAY, 10.36 METERS (34.0 FT) SOUTH OF THE CENTERLINE OF THE
 EG1336'HIGHWAY, 10.58 METERS (34.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 EG1336'SMALL WOODEN BUILDING, AND 1.10 METERS (3.6 FT) WEST OF A POWERLINE
 EG1336'POLE.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 EG1336'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EG1336'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1371 ***********************************************************************
 EG1371  DESIGNATION -  H 343
 EG1371  PID         -  EG1371
 EG1371  STATE/COUNTY-  MS/PRENTISS
 EG1371  USGS QUAD   -  WHEELER (1973)
 EG1371
 EG1371                         *CURRENT SURVEY CONTROL
 EG1371  ___________________________________________________________________
 EG1371* NAD 83(1986)-  34 35 25.     (N)    088 37 26.     (W)     SCALED    
 EG1371* NAVD 88     -       108.008  (meters)     354.36   (feet)  ADJUSTED  
 EG1371  ___________________________________________________________________
 EG1371  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG1371  DYNAMIC HT  -         107.903 (meters)     354.01  (feet)  COMP
 EG1371  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 EG1371
 EG1371  VERT ORDER  -  FIRST     CLASS II
 EG1371
 EG1371.The horizontal coordinates were scaled from a topographic map and have
 EG1371.an estimated accuracy of +/- 6 seconds.
 EG1371
 EG1371.The orthometric height was determined by differential leveling
 EG1371.and adjusted in June 1991.
 EG1371
 EG1371.The geoid height was determined by GEOID03.
 EG1371
 EG1371.The dynamic height is computed by dividing the NAVD 88
 EG1371.geopotential number by the normal gravity value computed on the
 EG1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1371.degrees latitude (g = 980.6199 gals.).
 EG1371
 EG1371.The modeled gravity was interpolated from observed gravity values.
 EG1371
 EG1371;                    North         East    Units  Estimated Accuracy
 EG1371;SPC MS E     -   564,440.      319,210.      MT  (+/- 180 meters Scaled)
 EG1371
 EG1371                          SUPERSEDED SURVEY CONTROL
 EG1371
 EG1371  NGVD 29 (??/??/92)  107.950  (m)          354.17   (f) ADJ UNCH    1 2
 EG1371
 EG1371.Superseded values are not recommended for survey control.
 EG1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1371.See file dsdata.txt to determine how the superseded data were derived.
 EG1371
 EG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD510288(NAD 83)
 EG1371_MARKER: I = METAL ROD
 EG1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1371_SP_SET: STAINLESS STEEL ROD
 EG1371_STAMPING: H 343 1983
 EG1371_MARK LOGO: NGS   
 EG1371_PROJECTION: FLUSH
 EG1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1371+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 EG1371_ROD/PIPE-DEPTH: 6.09 meters
 EG1371
 EG1371  HISTORY     - Date     Condition        Report By
 EG1371  HISTORY     - 1983     MONUMENTED       NGS
 EG1371  HISTORY     - 1985     GOOD             NGS
 EG1371  HISTORY     - 20040818 GOOD             USACE
 EG1371
 EG1371                          STATION DESCRIPTION
 EG1371
 EG1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1371'11.5 KM (7.15 MI) NORTH FROM BALDWYN.
 EG1371'11.5 KM (7.15 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 EG1371'STATE ROUTE 370 IN BALDWYN, ON THE WEST SIDE OF THE HIGHWAY BY A GUY
 EG1371'POLE, 14.17 METERS (46.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 EG1371'HIGHWAY, 29.41 METERS (96.5 FT) SOUTH OF THE SOUTHWEST ABUTMENT OF A
 EG1371'BRIDGE, AND 0.91 METERS (3.0 FT) SOUTHEAST OF A POWERLINE POLE GUY
 EG1371'POLE.
 EG1371'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 EG1371'THE MARK IS 1.8 M BELOW HIGHWAY.
 EG1371
 EG1371                          STATION RECOVERY (1985)
 EG1371
 EG1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EG1371'RECOVERED IN GOOD CONDITION.
 EG1371
 EG1371                          STATION RECOVERY (2004)
 EG1371
 EG1371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2525 ***********************************************************************
 EH2525  DESIGNATION -  H 344
 EH2525  PID         -  EH2525
 EH2525  STATE/COUNTY-  MS/TUNICA
 EH2525  USGS QUAD   -  HELENA (1982)
 EH2525
 EH2525                         *CURRENT SURVEY CONTROL
 EH2525  ___________________________________________________________________
 EH2525* NAD 83(1986)-  34 30 42.     (N)    090 32 24.     (W)     SCALED    
 EH2525* NAVD 88     -        63.801  (meters)     209.32   (feet)  ADJUSTED  
 EH2525  ___________________________________________________________________
 EH2525  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH2525  DYNAMIC HT  -          63.740 (meters)     209.12  (feet)  COMP
 EH2525  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EH2525
 EH2525  VERT ORDER  -  FIRST     CLASS II
 EH2525
 EH2525.The horizontal coordinates were scaled from a topographic map and have
 EH2525.an estimated accuracy of +/- 6 seconds.
 EH2525
 EH2525.The orthometric height was determined by differential leveling
 EH2525.and adjusted in June 1991.
 EH2525
 EH2525.The geoid height was determined by GEOID03.
 EH2525
 EH2525.The dynamic height is computed by dividing the NAVD 88
 EH2525.geopotential number by the normal gravity value computed on the
 EH2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2525.degrees latitude (g = 980.6199 gals.).
 EH2525
 EH2525.The modeled gravity was interpolated from observed gravity values.
 EH2525
 EH2525;                    North         East    Units  Estimated Accuracy
 EH2525;SPC MS W     -   555,720.      681,020.      MT  (+/- 180 meters Scaled)
 EH2525
 EH2525                          SUPERSEDED SURVEY CONTROL
 EH2525
 EH2525  NGVD 29 (??/??/??)   63.840  (m)          209.45   (f) ADJUSTED    1 2
 EH2525
 EH2525.Superseded values are not recommended for survey control.
 EH2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2525.See file dsdata.txt to determine how the superseded data were derived.
 EH2525
 EH2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU258216(NAD 83)
 EH2525_MARKER: I = METAL ROD
 EH2525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2525_SP_SET: STAINLESS STEEL ROD
 EH2525_STAMPING: H 344 1983
 EH2525_MARK LOGO: NGS   
 EH2525_PROJECTION: RECESSED 6 CENTIMETERS
 EH2525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2525+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2525_ROD/PIPE-DEPTH: 20.7 meters
 EH2525
 EH2525  HISTORY     - Date     Condition        Report By
 EH2525  HISTORY     - 1983     MONUMENTED       NGS
 EH2525  HISTORY     - 1985     GOOD             NGS
 EH2525  HISTORY     - 20030610 GOOD             USACE
 EH2525
 EH2525                          STATION DESCRIPTION
 EH2525
 EH2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2525'10.2 KM (6.35 MI) NW FROM LULA.
 EH2525'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE OLD HIGH
 EH2525'SCHOOL IN LULA (WHICH IS 1.9 KM (1.2 MI) WEST OF THE POST OFFICE) TO
 EH2525'THE CREST OF THE LEVEE, THENCE 2.8 KM (1.75 MI) NORTH ALONG THE TOP OF
 EH2525'THE LEVEE, AT MILEPOST 56/57, ABOUT 0.2 KM (0.15 MI) NORTH-NORTHEAST
 EH2525'OF A CATTLE GUARD AND CROSS FENCE ON TOP OF THE LEVEE, ALSO, THE LEVEE
 EH2525'CAN BE REACHED BY GOING 2.6 KM (1.6 MI) SOUTHEAST ALONG U.S. HIGHWAY
 EH2525'49 FROM THE EAST END OF THE MISSISSIPPI RIVER BRIDGE, 5.48 METERS
 EH2525'(18.0 FT) EAST OF THE CENTER OF THE LEVEE ROAD, AND 3.35 METERS
 EH2525'(11.0 FT) NORTH OF MILEPOST 56/57.
 EH2525'THE MARK IS 0.44 METERS  N FROM A WITNESS POST.
 EH2525
 EH2525                          STATION RECOVERY (1985)
 EH2525
 EH2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2525'RECOVERED IN GOOD CONDITION.
 EH2525
 EH2525                          STATION RECOVERY (2003)
 EH2525
 EH2525'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2535 ***********************************************************************
 EH2535  DESIGNATION -  H 345
 EH2535  PID         -  EH2535
 EH2535  STATE/COUNTY-  MS/COAHOMA
 EH2535  USGS QUAD   -  MOON LAKE (1964)
 EH2535
 EH2535                         *CURRENT SURVEY CONTROL
 EH2535  ___________________________________________________________________
 EH2535* NAD 83(1993)-  34 23 39.59749(N)    090 35 41.64576(W)     NO CHECK  
 EH2535* NAVD 88     -        63.688  (meters)     208.95   (feet)  ADJUSTED  
 EH2535  ___________________________________________________________________
 EH2535  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 EH2535  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2535  DYNAMIC HT  -          63.626 (meters)     208.75  (feet)  COMP
 EH2535  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 EH2535
 EH2535  HORZ ORDER  -  SECOND
 EH2535  VERT ORDER  -  FIRST     CLASS II
 EH2535
 EH2535.The horizontal coordinates were established by classical geodetic methods
 EH2535.and adjusted by the National Geodetic Survey in May 1994.
 EH2535.No horizontal observational check was made to the station.
 EH2535
 EH2535.The orthometric height was determined by differential leveling
 EH2535.and adjusted in June 1991.
 EH2535
 EH2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2535
 EH2535.The geoid height was determined by GEOID03.
 EH2535
 EH2535.The dynamic height is computed by dividing the NAVD 88
 EH2535.geopotential number by the normal gravity value computed on the
 EH2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2535.degrees latitude (g = 980.6199 gals.).
 EH2535
 EH2535.The modeled gravity was interpolated from observed gravity values.
 EH2535
 EH2535;                    North         East     Units Scale Factor Converg.
 EH2535;SPC MS W     -   542,717.767   675,948.478   MT  0.99995713   -0 08 51.9
 EH2535;SPC MS W     - 1,780,566.54  2,217,674.30   sFT  0.99995713   -0 08 51.9
 EH2535;SPC AR S     -   592,507.863   529,194.761   MT  0.99993814   +0 47 11.1
 EH2535;SPC AR S     - 1,943,919.55  1,736,199.81   sFT  0.99993814   +0 47 11.1
 EH2535;UTM  15      - 3,808,502.472   721,097.733   MT  1.00020260   +1 21 33.0
 EH2535
 EH2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2535!SPC MS W     -   0.99999421  x   0.99995713  =   0.99995134
 EH2535!SPC AR S     -   0.99999421  x   0.99993814  =   0.99993235
 EH2535!UTM  15      -   0.99999421  x   1.00020260  =   1.00019681
 EH2535
 EH2535                          SUPERSEDED SURVEY CONTROL
 EH2535
 EH2535  NAD 83(1986)-  34 23 39.60592(N)    090 35 41.64412(W) AD(       ) 2
 EH2535  NAD 27      -  34 23 39.22892(N)    090 35 41.27289(W) AD(       ) 2
 EH2535  NGVD 29 (??/??/??)   63.743  (m)          209.13   (f) ADJUSTED    1 2
 EH2535
 EH2535.Superseded values are not recommended for survey control.
 EH2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2535.See file dsdata.txt to determine how the superseded data were derived.
 EH2535
 EH2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2109808502(NAD 83)
 EH2535_MARKER: I = METAL ROD
 EH2535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2535_SP_SET: STAINLESS STEEL ROD
 EH2535_STAMPING: H 345 1983
 EH2535_MARK LOGO: NGS   
 EH2535_PROJECTION: FLUSH
 EH2535_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2535+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 EH2535_ROD/PIPE-DEPTH: 22.0 meters
 EH2535
 EH2535  HISTORY     - Date     Condition        Report By
 EH2535  HISTORY     - 1983     MONUMENTED       NGS
 EH2535  HISTORY     - 1984     GOOD             NGS
 EH2535  HISTORY     - 1984     GOOD             NGS
 EH2535  HISTORY     - 1985     GOOD             NGS
 EH2535  HISTORY     - 19920123 GOOD             NGS
 EH2535  HISTORY     - 20001010 GOOD             USE
 EH2535
 EH2535                          STATION DESCRIPTION
 EH2535
 EH2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2535'20.6 KM (12.8 MI) SW FROM LULA.
 EH2535'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2535'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2535'SCHOOL IN LULA, THENCE 13.2 KM (8.2 MI) SOUTHERLY ALONG THE CROWN OF
 EH2535'THE NEW LEVEE, AT MILE MARKER 66/67, 3.92 METERS (12.8 FT) SOUTHEAST
 EH2535'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 2.74 METERS (9.0 FT)
 EH2535'NORTHWEST OF CONCRETE MILEPOST 66/67.  NOTE, ROD DRIVEN TO GRADUAL
 EH2535'REFUSAL.
 EH2535'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 EH2535
 EH2535                          STATION RECOVERY (1984)
 EH2535
 EH2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2535'THE STATION LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF FRIARS POINT,
 EH2535'MS, 11.2 KM (7.0 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF US HIGHWAY 49
 EH2535'AND THE LEVEE, ALONG THE LEVEE ROAD TO MILEPOST 66/67, IN SOUTH
 EH2535'CENTRAL SECTION 10, T29N, R4W.  OWNERSHIP--YAZOO-MISSISSIPPI DELTA
 EH2535'LEVEE BOARD, C/O CHIEF ENGINEER, JOE F. MOONEY, PO BOX 610,
 EH2535'CLARKSDALE, MS 38614, TELEPHONE (601) 624-4397.
 EH2535'
 EH2535'TO REACH THE STATION FROM THE POST OFFICE IN FRIARS POINT, GO
 EH2535'NORTHEAST ON 2ND STREET FOR 0.7 KM (0.45 MI) TO A STREET LEFT, TURN
 EH2535'LEFT, NORTHWEST, FOR 0.2 KM (0.1 MI) TO THE LEVEE ROAD, TURN RIGHT,
 EH2535'NORTHEAST, ON THE LEVEE ROAD FOR 4.5 KM (2.8 MI) TO MILEPOST 66/67
 EH2535'AND THE STATION ON THE RIGHT SET BETWEEN TWO STEEL BLADES PAINTED
 EH2535'WHITE.
 EH2535'
 EH2535'THE STATION IS A PUNCH MARK IN TOP OF A STANDARD NGS STAINLESS STEEL
 EH2535'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---H
 EH2535'345 1983--- LOCATED 3.9 METERS (12.8 FEET) SE FROM THE APPROXIMATE
 EH2535'CENTER OF THE LEVEE ROAD AND 2.74 METERS (9.0 FEET) NW FROM MILEPOST
 EH2535'66/67.
 EH2535'
 EH2535'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2535'MISSISSIPPI, MAY-JUNE 1984.
 EH2535
 EH2535                          STATION RECOVERY (1984)
 EH2535
 EH2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2535'RECOVERED IN GOOD CONDITION.
 EH2535
 EH2535                          STATION RECOVERY (1985)
 EH2535
 EH2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2535'STATION MARK RECOVERED IN GOOD CONDITION.
 EH2535
 EH2535                          STATION RECOVERY (1992)
 EH2535
 EH2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2535'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2535'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH2535'PORT ROAD, THENCE 3.3 KM (2.05 MI) NORTHEASTERLY ALONG A GRAVELED
 EH2535'ROAD ON TOP OF A LEVEE, 3.6 M (11.8 FT) SOUTHEAST OF AND LEVEL WITH
 EH2535'THE ROAD CENTER, 2.7 M (8.9 FT) NORTHWEST OF LEVEE MARKER 66-67, 0.3
 EH2535'M (1.0 FT) NORTHEAST OF A VERTICAL 6-INCH STEEL POST, AND 0.3 M
 EH2535'(1.0 FT) SOUTHWEST OF A VERTICAL 6-INCH STEEL POST.  NOTE--ACCESS TO
 EH2535'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2535
 EH2535                          STATION RECOVERY (2000)
 EH2535
 EH2535'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2535'RECOVERED IN GOOD CONDITION.  IT IS STAMPED ON COLLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2565 ***********************************************************************
 EH2565  DESIGNATION -  H 346
 EH2565  PID         -  EH2565
 EH2565  STATE/COUNTY-  MS/COAHOMA
 EH2565  USGS QUAD   -  RENA LARA (1982)
 EH2565
 EH2565                         *CURRENT SURVEY CONTROL
 EH2565  ___________________________________________________________________
 EH2565* NAD 83(1986)-  34 08 20.     (N)    090 48 30.     (W)     SCALED    
 EH2565* NAVD 88     -        58.601  (meters)     192.26   (feet)  ADJUSTED  
 EH2565  ___________________________________________________________________
 EH2565  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EH2565  DYNAMIC HT  -          58.543 (meters)     192.07  (feet)  COMP
 EH2565  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 EH2565
 EH2565  VERT ORDER  -  FIRST     CLASS II
 EH2565
 EH2565.The horizontal coordinates were scaled from a topographic map and have
 EH2565.an estimated accuracy of +/- 6 seconds.
 EH2565
 EH2565.The orthometric height was determined by differential leveling
 EH2565.and adjusted in June 1991.
 EH2565
 EH2565.The geoid height was determined by GEOID03.
 EH2565
 EH2565.The dynamic height is computed by dividing the NAVD 88
 EH2565.geopotential number by the normal gravity value computed on the
 EH2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2565.degrees latitude (g = 980.6199 gals.).
 EH2565
 EH2565.The modeled gravity was interpolated from observed gravity values.
 EH2565
 EH2565;                    North         East    Units  Estimated Accuracy
 EH2565;SPC MS W     -   514,450.      656,190.      MT  (+/- 180 meters Scaled)
 EH2565
 EH2565                          SUPERSEDED SURVEY CONTROL
 EH2565
 EH2565  NGVD 29 (??/??/??)   58.678  (m)          192.51   (f) ADJUSTED    1 2
 EH2565
 EH2565.Superseded values are not recommended for survey control.
 EH2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2565.See file dsdata.txt to determine how the superseded data were derived.
 EH2565
 EH2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT020797(NAD 83)
 EH2565_MARKER: I = METAL ROD
 EH2565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2565_SP_SET: STAINLESS STEEL ROD
 EH2565_STAMPING: H 346 1983
 EH2565_MARK LOGO: NGS   
 EH2565_PROJECTION: RECESSED 7 CENTIMETERS
 EH2565_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2565+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2000
 EH2565_ROD/PIPE-DEPTH: 19.5 meters
 EH2565
 EH2565  HISTORY     - Date     Condition        Report By
 EH2565  HISTORY     - 1983     MONUMENTED       NGS
 EH2565  HISTORY     - 19920123 GOOD             NGS
 EH2565  HISTORY     - 20001025 GOOD             USE
 EH2565
 EH2565                          STATION DESCRIPTION
 EH2565
 EH2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2565'3.1 KM (1.95 MI) SW FROM RENA LARA.
 EH2565'THE MARK IS 0.46 M BELOW TOP OF LEVEE.
 EH2565'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2565'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2565'TOP OF THE LEVEE, THENCE 2.5 KM (1.55 MI) SOUTHWEST ALONG THE TOP OF
 EH2565'THE LEVEE, AND 0.8 KM (0.5 MI) SOUTHWEST OF A CATTLE GUARD AND CROSS
 EH2565'FENCE ON TOP OF THE LEVEE, SET ON CREST OF LEVEE BY MILEPOST 93/94,
 EH2565'5.18 METERS (17.0 FT) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, AND
 EH2565'4.35 METERS (13.3 FT) NORTH OF MILEPOST 93/94.
 EH2565'THE MARK IS 0.59 METERS  SW FROM A WITNESS POST.
 EH2565
 EH2565                          STATION RECOVERY (1992)
 EH2565
 EH2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2565'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2565'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 KM (0.20 MI)
 EH2565'NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 9.3 KM (5.75 MI)
 EH2565'SOUTHWESTERLY ALONG A GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER
 EH2565'LEVEE, 5.1 M (16.7 FT) SOUTH OF THE ROAD CENTER, 4.0 M (13.1 FT)
 EH2565'NORTH OF LEVEE MARKER 93-94, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 EH2565'ROAD, 0.5 M (1.6 FT) SOUTHWEST OF A VERTICAL 6-INCH STEEL POST, AND
 EH2565'0.4 M (1.3 FT) NORTHEAST OF A VERTICAL 6-INCH STEEL POST.
 EH2565'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2565
 EH2565                          STATION RECOVERY (2000)
 EH2565
 EH2565'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2565'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2472 ***********************************************************************
 EH2472  DESIGNATION -  H 348
 EH2472  PID         -  EH2472
 EH2472  STATE/COUNTY-  MS/DE SOTO
 EH2472  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2472
 EH2472                         *CURRENT SURVEY CONTROL
 EH2472  ___________________________________________________________________
 EH2472* NAD 83(1986)-  34 57 33.     (N)    090 14 50.     (W)     SCALED    
 EH2472* NAVD 88     -        70.422  (meters)     231.04   (feet)  ADJUSTED  
 EH2472  ___________________________________________________________________
 EH2472  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EH2472  DYNAMIC HT  -          70.357 (meters)     230.83  (feet)  COMP
 EH2472  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 EH2472
 EH2472  VERT ORDER  -  FIRST     CLASS II
 EH2472
 EH2472.The horizontal coordinates were scaled from a topographic map and have
 EH2472.an estimated accuracy of +/- 6 seconds.
 EH2472
 EH2472.The orthometric height was determined by differential leveling
 EH2472.and adjusted in June 1991.
 EH2472
 EH2472.The geoid height was determined by GEOID03.
 EH2472
 EH2472.The dynamic height is computed by dividing the NAVD 88
 EH2472.geopotential number by the normal gravity value computed on the
 EH2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2472.degrees latitude (g = 980.6199 gals.).
 EH2472
 EH2472.The modeled gravity was interpolated from observed gravity values.
 EH2472
 EH2472;                    North         East    Units  Estimated Accuracy
 EH2472;SPC MS W     -   605,350.      707,860.      MT  (+/- 180 meters Scaled)
 EH2472
 EH2472                          SUPERSEDED SURVEY CONTROL
 EH2472
 EH2472  NGVD 29 (??/??/??)   70.422  (m)          231.04   (f) ADJUSTED    1 2
 EH2472
 EH2472.Superseded values are not recommended for survey control.
 EH2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2472.See file dsdata.txt to determine how the superseded data were derived.
 EH2472
 EH2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU513719(NAD 83)
 EH2472_MARKER: I = METAL ROD
 EH2472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2472_SP_SET: STAINLESS STEEL ROD
 EH2472_STAMPING: H 348 1983
 EH2472_MARK LOGO: NGS   
 EH2472_PROJECTION: RECESSED 4 CENTIMETERS
 EH2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2472+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2472_ROD/PIPE-DEPTH: 29.2 meters
 EH2472
 EH2472  HISTORY     - Date     Condition        Report By
 EH2472  HISTORY     - 1983     MONUMENTED       NGS
 EH2472  HISTORY     - 20000606 GOOD             NGS
 EH2472  HISTORY     - 20030408 GOOD             USACE
 EH2472
 EH2472                          STATION DESCRIPTION
 EH2472
 EH2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2472'19.2 KM (11.9 MI) WEST FROM WALLS.
 EH2472'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2472'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2472'TOP OF THE LEVEE TO A LOCKED GATE, THENCE 10.6 KM (6.6 MI) WEST ALONG
 EH2472'THE LEVEE ROAD TO MILEPOST NUMBER 7/8 AND THE MISSISSIPPI-TENNESSEE
 EH2472'STATE LINE, THENCE 4.8 KM (3.0 MI) SOUTH ALONG THE LEVEE AT A CONCRETE
 EH2472'MILEPOST NUMBER 10/11, ABOUT 0.1 KM (0.05 MI) SOUTHEAST OF A CURVE IN
 EH2472'THE LEVEE, 3.6 METERS (12.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 EH2472'LEVEE ROAD, AND 3.2 METERS (10.5 FT) WEST OF THE CONCRETE MILEPOST
 EH2472'NUMBER 10/11.  NOTE, DRIVING RATE OF THE ROD WAS 1 FOOT PER MINUTE.
 EH2472'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 EH2472'THE MARK IS 0.4 M BELOW LEVEE ROAD.
 EH2472
 EH2472                          STATION RECOVERY (2000)
 EH2472
 EH2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH2472'RECOVERED IN GOOD CONDITION.
 EH2472
 EH2472                          STATION RECOVERY (2003)
 EH2472
 EH2472'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2504 ***********************************************************************
 EH2504  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2504  CBN         -  This is a Cooperative Base Network Control Station.
 EH2504  DESIGNATION -  H 349
 EH2504  PID         -  EH2504
 EH2504  STATE/COUNTY-  MS/TUNICA
 EH2504  USGS QUAD   -  TUNICA (1981)
 EH2504
 EH2504                         *CURRENT SURVEY CONTROL
 EH2504  ___________________________________________________________________
 EH2504* NAD 83(2007)-  34 43 53.02027(N)    090 26 45.79697(W)     ADJUSTED  
 EH2504* NAVD 88     -        67.14   (meters)     220.3    (feet)  GPS OBS   
 EH2504  ___________________________________________________________________
 EH2504  EPOCH DATE  -        2002.00
 EH2504  X           -     -40,851.978 (meters)                     COMP
 EH2504  Y           -  -5,247,335.292 (meters)                     COMP
 EH2504  Z           -   3,613,440.227 (meters)                     COMP
 EH2504  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EH2504  ELLIP HEIGHT-          40.133 (meters)          (02/10/07) ADJUSTED
 EH2504  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2504
 EH2504  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH2504  Type    PID    Designation                      North   East  Ellip
 EH2504  -------------------------------------------------------------------
 EH2504  NETWORK EH2504 H 349                             0.22   0.18   0.55
 EH2504  -------------------------------------------------------------------
 EH2504
 EH2504.The horizontal coordinates were established by GPS observations
 EH2504.and adjusted by the National Geodetic Survey in February 2007.
 EH2504
 EH2504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2504.The horizontal coordinates are valid at the epoch date displayed above.
 EH2504.The epoch date for horizontal control is a decimal equivalence
 EH2504.of Year/Month/Day.
 EH2504
 EH2504.The orthometric height was determined by GPS observations and a
 EH2504.high-resolution geoid model.
 EH2504.The orthometric height was determined by GPS observations and a
 EH2504.high-resolution geoid model using precise GPS observation and
 EH2504.processing techniques. It supersedes the leveled height previously
 EH2504.determined for this station.
 EH2504
 EH2504.Photographs are available for this station.
 EH2504
 EH2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2504
 EH2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2504
 EH2504.The ellipsoidal height was determined by GPS observations
 EH2504.and is referenced to NAD 83.
 EH2504
 EH2504.The geoid height was determined by GEOID03.
 EH2504
 EH2504;                    North         East     Units Scale Factor Converg.
 EH2504;SPC MS W     -   580,081.819   689,676.872   MT  0.99995131   -0 03 51.2
 EH2504;SPC MS W     - 1,903,151.77  2,262,714.87   sFT  0.99995131   -0 03 51.2
 EH2504;SPC MS E     -   581,260.515   152,298.627   MT  1.00021879   -0 55 08.3
 EH2504;SPC MS E     - 1,907,018.87    499,666.41   sFT  1.00021879   -0 55 08.3
 EH2504;UTM  15      - 3,846,226.791   733,838.125   MT  1.00027400   +1 27 20.6
 EH2504
 EH2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2504!SPC MS W     -   0.99999370  x   0.99995131  =   0.99994501
 EH2504!SPC MS E     -   0.99999370  x   1.00021879  =   1.00021249
 EH2504!UTM  15      -   0.99999370  x   1.00027400  =   1.00026770
 EH2504
 EH2504                          SUPERSEDED SURVEY CONTROL
 EH2504
 EH2504  ELLIP H (07/20/01)   40.132  (m)                       GP(       ) 4 1
 EH2504  NAD 83(1993)-  34 43 53.03002(N)    090 26 45.79416(W) AD(       ) 1
 EH2504  NAD 83(1993)-  34 43 53.02044(N)    090 26 45.79675(W) AD(       ) B
 EH2504  ELLIP H (01/12/94)   40.182  (m)                       GP(       ) 4 1
 EH2504  NAVD 88 (06/15/91)   67.135  (m)          220.26   (f) ADJUSTED    1 2
 EH2504  NGVD 29 (??/??/??)   67.160  (m)          220.34   (f) ADJUSTED    1 2
 EH2504
 EH2504.Superseded values are not recommended for survey control.
 EH2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2504.See file dsdata.txt to determine how the superseded data were derived.
 EH2504
 EH2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3383846227(NAD 83)
 EH2504_MARKER: F = FLANGE-ENCASED ROD
 EH2504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2504_SP_SET: STAINLESS STEEL ROD
 EH2504_STAMPING: H 349 1983
 EH2504_MARK LOGO: NGS   
 EH2504_PROJECTION: RECESSED 4 CENTIMETERS
 EH2504_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2504+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 EH2504_ROD/PIPE-DEPTH: 31.6 meters
 EH2504
 EH2504  HISTORY     - Date     Condition        Report By
 EH2504  HISTORY     - 1983     MONUMENTED       NGS
 EH2504  HISTORY     - 19921124 GOOD             MSHD
 EH2504  HISTORY     - 19930514 GOOD
 EH2504  HISTORY     - 19970328 GOOD             NGS
 EH2504  HISTORY     - 19980202 GOOD             NGS
 EH2504  HISTORY     - 20000819 GOOD             LOCENG
 EH2504  HISTORY     - 20001010 GOOD             MSHD
 EH2504  HISTORY     - 20010509 GOOD             NGS
 EH2504  HISTORY     - 20011003 GOOD             3001
 EH2504  HISTORY     - 20021014 GOOD             INDIV
 EH2504  HISTORY     - 20030613 GOOD             NGS
 EH2504  HISTORY     - 20070131 GOOD             EMCINC
 EH2504  HISTORY     - 20070821 GOOD             USACE
 EH2504
 EH2504                          STATION DESCRIPTION
 EH2504
 EH2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2504'11.9 KM (7.4 MI) WNW FROM TUNICA.
 EH2504'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2504'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2504'CROWN OF THE LEVEE, THENCE 3.4 KM (2.1 MI) NORTH ALONG THE TOP OF THE
 EH2504'LEVEE, AT MILE POST 34/35, ALSO 0.5 KM (0.35 MI) SOUTHWEST OF A GRAVEL
 EH2504'CROSSROAD OVER THE LEVEE, 3.96 METERS (13.0 FT) SOUTHEAST OF THE
 EH2504'CENTER OF THE LEVEE ROAD, AND 2.74 METERS (9.0 FT) WEST-SOUTHWEST OF
 EH2504'MILE POST 34/35.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EH2504'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EH2504'THE MARK IS 0.3 M BELOW LEVEE ROAD.
 EH2504
 EH2504                          STATION RECOVERY (1992)
 EH2504
 EH2504'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EH2504'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF TUNICA, IN
 EH2504'SECTION 14, T 4S, R 12E, ON THE MISSISSIPPI RIVER LEVEE, STATE
 EH2504'PROPERTY.
 EH2504'TO REACH FROM THE POST OFFICE IN TUNICA, GO NORTH ON EDWARDS AVE. FOR
 EH2504'0.1 MI (0.2 KM) TO THE JUNCTION OF STATE HIGHWAY 4, TURN LEFT AND GO
 EH2504'WEST ON HIGHWAY 4 FOR 4.25 MI (6.84 KM) TO A SIDE ROAD ON THE RIGHT,
 EH2504'TURN RIGHT AND GO NORTHEAST ON PAVED ROAD FOR 2.2 MI (3.5 KM) TO A
 EH2504'T-INTERSECTION, TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.05 MI
 EH2504'(0.08 KM) TO TOP OF LEVEE, TURN LEFT AND GO SOUTHWEST ON LEVEE ROAD
 EH2504'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 EH2504'STATION IS A STAINLESS STEEL ROD WITH DATA POINT, ENCASED IN CONCRETE
 EH2504'WITH LOGO COVER STAMPED---H 349 1983---LOGO COVER IS FLUSH WITH THE
 EH2504'GROUND AND DATA POINT IS 2 INCHES BELOW THE SURFACE.  IT IS 13.5 FT
 EH2504'(4.1 M) SOUTHEAST OF THE CENTER OF LEVEE ROAD, 9.0 FT (2.7 M) WEST
 EH2504'SOUTHWEST OF MILE POST 34/35, BETWEEN TWO METAL GUARD POST AND 1.0 FT
 EH2504'(0.3 M) NORTH OF A WITNESS POST.
 EH2504
 EH2504                          STATION RECOVERY (1993)
 EH2504
 EH2504'RECOVERED 1993
 EH2504'RECOVERED IN GOOD CONDITION.
 EH2504
 EH2504                          STATION RECOVERY (1997)
 EH2504
 EH2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EH2504'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF TUNICA, ON
 EH2504'THE MISSISSIPPI RIVER LEVEE, ON STATE PROPERTY, AT MILEPOST 34/35,
 EH2504'BETWEEN TWO 3.5 FT (1.1 M) TALL METAL GUARD POSTS.
 EH2504'OWNERSHIP--YAZOO-MISSISSIPPI DELTA LEVEE BOARD, CLARKSDALE MS. CONTACT
 EH2504'KEN WEILAND, PHONE 601-624-4397 OR 358-7797 (HOME) AT LEAST 24 HOURS
 EH2504'IN ADVANCE TO ARRANGE ACCESS THROUGH LOCKED GATE ON TOP OF LEVEE.  TO
 EH2504'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 EH2504'HIGHWAY 4 WEST ON THE EAST SIDE OF TUNICA, GO WEST FOR 4.7 MI (7.6 KM)
 EH2504'ON HIGHWAY 4 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH, THEN
 EH2504'NORTHEAST FOR 2.2 MI (3.5 KM) ON RIVERVIEW ROAD TO A T-JUNCTION.  TURN
 EH2504'LEFT AND GO NORTH FOR 0.1 MI (0.2 KM) ON MHOON LANDING PARKWAY TO THE
 EH2504'JUNCTION OF A GRAVEL ROAD ON TOP OF LEVEE. TURN LEFT AND GO SOUTHWEST
 EH2504'FOR 0.05 MI (0.08 KM) ON THE GRAVEL ROAD TO A PIPE GATE.  PASS THROUGH
 EH2504'GATE AND CONTINUE SOUTHWEST FOR 0.3 MI (0.5 KM) ON THE GRAVEL ROAD TO
 EH2504'MILEPOST 34/35 AND THE STATION ON LEFT.  LOCATED 13.5 FT (4.1 M)
 EH2504'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 9.0 FT (2.7 M)
 EH2504'WEST-SOUTHWEST OF MILEPOST 34/35, 0.9 FT (27.4 CM) NORTHEAST OF A
 EH2504'METAL GUARD POST AND 0.6 FT (18.3 CM) WEST OF A METAL GUARD POST.
 EH2504
 EH2504                          STATION RECOVERY (1998)
 EH2504
 EH2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EH2504'THE STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) NORTHWEST OF TUNICA,
 EH2504'NEAR THE TOP OF THE MISSISSIPPI RIVER LEVEE AT MILEPOST 34/35, BETWEEN
 EH2504'TWO METAL GUARD POSTS.  OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS.
 EH2504'MAINTAINED BY YMD LEVEE BOARD, CLARKSDALE MS.  HEAD OF OPERATIONS IS
 EH2504'KEN WEILEND, PHONE 601-624-4397.  NOTE--FOR ACCESS THROUGH LOCKED
 EH2504'GATE, CONTACT MR. WEILEND 24-HOURS IN ADVANCE.  HE WILL NOTIFY THE
 EH2504'TUNICA FIELD OFFICE AND HAVE SOMEONE MEET THE OBSERVER AT THE LEVEE
 EH2504'AND GATE.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 EH2504'AND STATE HIGHWAY 4 WEST NEAR THE EAST EDGE OF TUNICA, GO NORTH FOR
 EH2504'1.7 KM (1.05 MI) ON HIGHWAY 61 TO THE JUNCTION OF MHOON LANDING PKY ON
 EH2504'THE LEFT.  TURN LEFT, WESTERLY FOR 7.89 KM (4.90 MI) ALONG THE PARKWAY
 EH2504'TO THE TOP OF THE LEVEE.  TURN LEFT, SOUTHWEST FOR 0.51 KM (0.30 MI)
 EH2504'PASSING THROUGH THE GATE AND ALONG THE GRAVEL LEVEE ROAD TO MILEPOST
 EH2504'34/35 AND THE STATION.  THE STATION IS THE TOP CENTER OF A STAINLESS
 EH2504'STEEL DATUM POINT RECESSED 5 CM BELOW GROUND CRIMPED TO THE TOP OF A
 EH2504'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 31.6 M (103.7 FT) ENCASED IN
 EH2504'A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  LOCATED
 EH2504'4.1 M (13.5 FT) SOUTHEAST OF THE CENTER OF LEVEE ROAD, 2.7 M (8.9 FT)
 EH2504'WEST-SOUTHWEST OF CONCRETE MILEPOST 34/35, BETWEEN TWO METAL GUARD
 EH2504'POSTS SERVING AS WITNESS POSTS, ABOUT 0.3 M (1.0 FT) LOWER THAN THE
 EH2504'LEVEE ROAD AND FLUSH WITH GROUND.
 EH2504
 EH2504                          STATION RECOVERY (2000)
 EH2504
 EH2504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 EH2504'GOOD IDEA TO GET ACCESS INTO LOCKED GATE ON TOP OF LEVEE AT ROAD
 EH2504'CROSSING.  OTHERWISE, IT'S A 1/2 MILE HAUL TO THE MONUMENT.  FOUND IN
 EH2504'GOOD CONDITION.  METAL LID IS BROKEN OFF.
 EH2504
 EH2504                          STATION RECOVERY (2000)
 EH2504
 EH2504'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 EH2504'RECOVERED AS DESCRIBED.
 EH2504
 EH2504                          STATION RECOVERY (2001)
 EH2504
 EH2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 EH2504'RECOVERED IN GOOD CONDITION.
 EH2504
 EH2504                          STATION RECOVERY (2001)
 EH2504
 EH2504'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2504'THE STATION IS LOCATED IN ABOUT 4.7 MILES NW OF TUNICO ON THE MS RIVER
 EH2504'LEVEE
 EH2504'
 EH2504'OWNERSHIP- STATE PROPERTY- YAZOO - MS DELTA LEVEE BOARD
 EH2504'
 EH2504'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 61 AND STATE HWY
 EH2504'4 WEST NEAR THE
 EH2504'EAST EDGE OF TUNICA GO NORTH 1.05 MILES ON HWY 61 TO MHOON LANDING
 EH2504'PKWY, FENCE WEST 4.9
 EH2504'MILES  TO TOP OF LEVEE AND GATE ON LEFT (NEED KEY) GO THROUGH GATE
 EH2504'S.W. ON LEVEE TO MILE
 EH2504'POST 34/35 AND THE STATION ON LEFT
 EH2504'
 EH2504'THE STATION IS A STAINLESS STEEL ROD ENCASED IN A 5 INCH PVC PIPE WITH
 EH2504'NGS LOGO. CAP IS
 EH2504'GONE.  13.7 FEET S.E. OF LEVEE RD. 8.8 FEET W.-S.W. OF CONCRETE MILE
 EH2504'POST 34/35, AND BETWEEN 2
 EH2504'METAL GUARD POSTS SERVING AS WITNESS POST. 1.0 FOOT LOWER THAN LEVEE
 EH2504'AND FLUSH
 EH2504'W/GROUND.
 EH2504
 EH2504                          STATION RECOVERY (2002)
 EH2504
 EH2504'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLC)
 EH2504'MONUMENT RECOVERED AS NOTED.
 EH2504
 EH2504                          STATION RECOVERY (2003)
 EH2504
 EH2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RGH)
 EH2504'RECOVERED AS DESCRIBED BY R. G. HAYES
 EH2504'
 EH2504
 EH2504                          STATION RECOVERY (2007)
 EH2504
 EH2504'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 EH2504'RECOVERED IN GOOD CONDITION.
 EH2504
 EH2504                          STATION RECOVERY (2007)
 EH2504
 EH2504'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 EH2504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1542 ***********************************************************************
 DJ1542  DESIGNATION -  H 352
 DJ1542  PID         -  DJ1542
 DJ1542  STATE/COUNTY-  MS/NOXUBEE
 DJ1542  USGS QUAD   -  MACON (1982)
 DJ1542
 DJ1542                         *CURRENT SURVEY CONTROL
 DJ1542  ___________________________________________________________________
 DJ1542* NAD 83(1986)-  33 00 29.     (N)    088 33 49.     (W)     SCALED    
 DJ1542* NAVD 88     -        67.643  (meters)     221.93   (feet)  ADJUSTED  
 DJ1542  ___________________________________________________________________
 DJ1542  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DJ1542  DYNAMIC HT  -          67.568 (meters)     221.68  (feet)  COMP
 DJ1542  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DJ1542
 DJ1542  VERT ORDER  -  FIRST     CLASS II
 DJ1542
 DJ1542.The horizontal coordinates were scaled from a topographic map and have
 DJ1542.an estimated accuracy of +/- 6 seconds.
 DJ1542
 DJ1542.The orthometric height was determined by differential leveling
 DJ1542.and adjusted in June 1991.
 DJ1542
 DJ1542.The geoid height was determined by GEOID03.
 DJ1542
 DJ1542.The dynamic height is computed by dividing the NAVD 88
 DJ1542.geopotential number by the normal gravity value computed on the
 DJ1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1542.degrees latitude (g = 980.6199 gals.).
 DJ1542
 DJ1542.The modeled gravity was interpolated from observed gravity values.
 DJ1542
 DJ1542;                    North         East    Units  Estimated Accuracy
 DJ1542;SPC MS E     -   388,970.      325,200.      MT  (+/- 180 meters Scaled)
 DJ1542
 DJ1542                          SUPERSEDED SURVEY CONTROL
 DJ1542
 DJ1542.No superseded survey control is available for this station.
 DJ1542
 DJ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB539532(NAD 83)
 DJ1542_MARKER: I = METAL ROD
 DJ1542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1542_SP_SET: STAINLESS STEEL ROD
 DJ1542_STAMPING: H 352 1983
 DJ1542_MARK LOGO: NGS   
 DJ1542_PROJECTION: FLUSH
 DJ1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1542_ROD/PIPE-DEPTH: 6.3  meters
 DJ1542
 DJ1542  HISTORY     - Date     Condition        Report By
 DJ1542  HISTORY     - 1983     MONUMENTED       NGS
 DJ1542
 DJ1542                          STATION DESCRIPTION
 DJ1542
 DJ1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DJ1542'3.3 KM (2.05 MI) NORTH FROM SHUQUALAK.
 DJ1542'3.3 KM (2.05 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 DJ1542'STATE HIGHWAYS 21 AND 39 AT THE EAST EDGE OF SHUQUALAK, SET NORTH OF
 DJ1542'POWERLINE POLE NUMBER C 136 ON THE WEST SIDE OF THE HIGHWAY,
 DJ1542'13.71 METERS (45.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ1542'46.48 METERS (152.5 FT) SOUTH OF AN 8 FEET HIGH POLE WITH A BURIED
 DJ1542'TELEPHONE CABLE SIGN ATTACHED, 30.78 METERS (101.0 FT) NORTH OF AN
 DJ1542'EXTENDED CENTER OF A FIELD ROAD, 3.96 METERS (13.0 FT) SOUTH OF THE
 DJ1542'SOUTH ONE OF TWO RAILROAD TIE FENCE BRACE POSTS, 1.52 METERS (5.0 FT)
 DJ1542'NORTH OF POWERLINE POLE NUMBER C 136, AND 0.24 METERS (0.8 FT) EAST OF
 DJ1542'A WOVEN WIRE FENCE.
 DJ1542'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 DJ1542'THE MARK IS 0.6 M BELOW HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1135 ***********************************************************************
 CO1135  DESIGNATION -  H 353
 CO1135  PID         -  CO1135
 CO1135  STATE/COUNTY-  MS/LAUDERDALE
 CO1135  USGS QUAD   -  TOOMSUBA (1982)
 CO1135
 CO1135                         *CURRENT SURVEY CONTROL
 CO1135  ___________________________________________________________________
 CO1135* NAD 83(1986)-  32 28 01.     (N)    088 36 57.     (W)     SCALED    
 CO1135* NAVD 88     -       124.023  (meters)     406.90   (feet)  ADJUSTED  
 CO1135  ___________________________________________________________________
 CO1135  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CO1135  DYNAMIC HT  -         123.878 (meters)     406.42  (feet)  COMP
 CO1135  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 CO1135
 CO1135  VERT ORDER  -  FIRST     CLASS II
 CO1135
 CO1135.The horizontal coordinates were scaled from a topographic map and have
 CO1135.an estimated accuracy of +/- 6 seconds.
 CO1135
 CO1135.The orthometric height was determined by differential leveling
 CO1135.and adjusted in June 1991.
 CO1135
 CO1135.The geoid height was determined by GEOID03.
 CO1135
 CO1135.The dynamic height is computed by dividing the NAVD 88
 CO1135.geopotential number by the normal gravity value computed on the
 CO1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1135.degrees latitude (g = 980.6199 gals.).
 CO1135
 CO1135.The modeled gravity was interpolated from observed gravity values.
 CO1135
 CO1135;                    North         East    Units  Estimated Accuracy
 CO1135;SPC MS E     -   328,950.      320,450.      MT  (+/- 180 meters Scaled)
 CO1135
 CO1135                          SUPERSEDED SURVEY CONTROL
 CO1135
 CO1135.No superseded survey control is available for this station.
 CO1135
 CO1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA481933(NAD 83)
 CO1135_MARKER: I = METAL ROD
 CO1135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CO1135_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CO1135_STAMPING: H 353 1983
 CO1135_MARK LOGO: NGS   
 CO1135_PROJECTION: RECESSED 6 CENTIMETERS
 CO1135_MAGNETIC: I = MARKER IS A STEEL ROD
 CO1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO1135+STABILITY: POSITION/ELEVATION WELL
 CO1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1135+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1990
 CO1135_ROD/PIPE-DEPTH: 7.92 meters
 CO1135_SLEEVE-DEPTH  : 6.09 meters
 CO1135
 CO1135  HISTORY     - Date     Condition        Report By
 CO1135  HISTORY     - 1983     MONUMENTED       NGS
 CO1135  HISTORY     - 19900405 GOOD             MSHD
 CO1135
 CO1135                          STATION DESCRIPTION
 CO1135
 CO1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CO1135'12.0 KM (7.45 MI) SW FROM LAUDERDALE.
 CO1135'0.4 KM (0.25 MI) SOUTHWEST ALONG OLD U.S. HIGHWAY 45 FROM THE POST
 CO1135'OFFICE IN LAUDERDALE, THENCE 11.6 KM (7.2 MI) SOUTHWEST ALONG U.S.
 CO1135'HIGHWAY 45, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE H.L. DAVIS
 CO1135'(SENIOR) HOME, ALSO ABOUT 0.25 KM (0.15 MI) SOUTHWEST OF AN ASPHALT
 CO1135'CROSSROAD, 51.51 METERS (169.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 CO1135'SOUTHBOUND LANE OF THE HIGHWAY, 14.93 METERS (49.0 FT) NORTHEAST OF
 CO1135'THE SOUTHEAST CORNER OF THE HOUSE, 2.83 METERS (9.2 FT) EAST OF THE
 CO1135'NORTHEAST CORNER OF THE HOUSE, AND 2.43 METERS (8.0 FT)
 CO1135'SOUTH-SOUTHEAST OF THE CENTER OF THE DRIVEWAY.
 CO1135'THE MARK IS 0.91 M ABOVE HIGHWAY.
 CO1135
 CO1135                          STATION RECOVERY (1990)
 CO1135
 CO1135'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1135'MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF MERIDIAN, ON THE
 CO1135'LAWN AND NEAR THE EAST CORNER OF MR H.L.DAVIS HOUSE, 7 MI (11.3 KM)
 CO1135'SOUTHWEST OF LAUDERDALE, 3.5 MI (5.6 KM) NORTHEAST OF MARION, 0.15 MI
 CO1135'(0.24 KM) SOUTHWEST OF A CROSSROAD AND IS IN SECTION 12, T 7N, R 16E.
 CO1135'TO REACH FROM THE U.S. HIGHWAY 45 BYPASS BRIDGE OVER U.S. HIGHWAY 45
 CO1135'AT THE NORTH EDGE OF MARION, GO NORTHEAST ON U.S. HIGHWAY 45 FOR 2.75
 CO1135'MI (4.43 KM) TO THE MARK ON THE LEFT.
 CO1135'MARK IS A STAINLESS STEEL ROD WITH AN ALUMINUM COVER, FLUSH WITH THE
 CO1135'GROUND, 169 FT (51.5 M) NORTHWEST OF THE CENTER OF THE SOUTH BOUND
 CO1135'LANE OF HIGHWAY 45, 49 FT (14.9 M) NORTHEAST OF THE SOUTH CORNER OF A
 CO1135'HOUSE, 29 FT (8.8 M) WEST OF AN 18 INCH OAK, 15.5 FT (4.7 M) SOUTH OF
 CO1135'THE EAST CORNER OF THE CARPORT, 9.2 FT (2.8 M) SOUTHEAST OF THE EAST
 CO1135'CORNER OF THE HOUSE AND 8 FT (2.4 M) SOUTHWEST OF THE CENTER OF A
 CO1135'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1407 ***********************************************************************
 EG1407  DESIGNATION -  H 356
 EG1407  PID         -  EG1407
 EG1407  STATE/COUNTY-  MS/PRENTISS
 EG1407  USGS QUAD   -  MARIETTA (1979)
 EG1407
 EG1407                         *CURRENT SURVEY CONTROL
 EG1407  ___________________________________________________________________
 EG1407* NAD 83(1986)-  34 33 35.     (N)    088 27 09.     (W)     SCALED    
 EG1407* NAVD 88     -       101.381  (meters)     332.61   (feet)  ADJUSTED  
 EG1407  ___________________________________________________________________
 EG1407  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1407  DYNAMIC HT  -         101.283 (meters)     332.29  (feet)  COMP
 EG1407  MODELED GRAV-     979,661.1   (mgal)                       NAVD 88
 EG1407
 EG1407  VERT ORDER  -  FIRST     CLASS II
 EG1407
 EG1407.The horizontal coordinates were scaled from a topographic map and have
 EG1407.an estimated accuracy of +/- 6 seconds.
 EG1407
 EG1407.The orthometric height was determined by differential leveling
 EG1407.and adjusted in June 1991.
 EG1407
 EG1407.The geoid height was determined by GEOID03.
 EG1407
 EG1407.The dynamic height is computed by dividing the NAVD 88
 EG1407.geopotential number by the normal gravity value computed on the
 EG1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1407.degrees latitude (g = 980.6199 gals.).
 EG1407
 EG1407.The modeled gravity was interpolated from observed gravity values.
 EG1407
 EG1407;                    North         East    Units  Estimated Accuracy
 EG1407;SPC MS E     -   561,100.      334,950.      MT  (+/- 180 meters Scaled)
 EG1407
 EG1407                          SUPERSEDED SURVEY CONTROL
 EG1407
 EG1407  NGVD 29 (??/??/92)  101.315  (m)          332.40   (f) ADJ UNCH    1 2
 EG1407
 EG1407.Superseded values are not recommended for survey control.
 EG1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1407.See file dsdata.txt to determine how the superseded data were derived.
 EG1407
 EG1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD667251(NAD 83)
 EG1407_MARKER: DB = BENCH MARK DISK
 EG1407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EG1407_SP_SET: BRIDGE ABUTMENT
 EG1407_STAMPING: H 356 1985
 EG1407_MARK LOGO: NGS   
 EG1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1407
 EG1407  HISTORY     - Date     Condition        Report By
 EG1407  HISTORY     - 1985     MONUMENTED       NGS
 EG1407
 EG1407                          STATION DESCRIPTION
 EG1407
 EG1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1407'1.3 KM (0.8 MI) EAST FROM HOBO STATION.
 EG1407'1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 EG1407'HIGHWAY 371 IN HOBO STATION TO THE MARK ON THE RIGHT IN TOP OF THE
 EG1407'WEST END OF THE SOUTH CONCRETE CURBING (ALSO ABUTMENT) OF THE HIGHWAY
 EG1407'BRIDGE OVER YONGS CREEK.  4.0 METERS (13.0 FT) SOUTH OF THE CENTER
 EG1407'LINE OF STATE HIGHWAY 4 AND 0.45 METER (1.5 FT) EAST OF THE WEST END
 EG1407'OF THE BRIDGE.
 EG1407'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1546 ***********************************************************************
 DJ1546  DESIGNATION -  H 357
 DJ1546  PID         -  DJ1546
 DJ1546  STATE/COUNTY-  MS/MONROE
 DJ1546  USGS QUAD   -  WREN (1992)
 DJ1546
 DJ1546                         *CURRENT SURVEY CONTROL
 DJ1546  ___________________________________________________________________
 DJ1546* NAD 83(1986)-  33 59 30.     (N)    088 35 31.     (W)     SCALED    
 DJ1546* NAVD 88     -        92.174  (meters)     302.41   (feet)  ADJUSTED  
 DJ1546  ___________________________________________________________________
 DJ1546  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ1546  DYNAMIC HT  -          92.081 (meters)     302.10  (feet)  COMP
 DJ1546  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 DJ1546
 DJ1546  VERT ORDER  -  FIRST     CLASS II
 DJ1546
 DJ1546.The horizontal coordinates were scaled from a topographic map and have
 DJ1546.an estimated accuracy of +/- 6 seconds.
 DJ1546
 DJ1546.The orthometric height was determined by differential leveling
 DJ1546.and adjusted in June 1991.
 DJ1546
 DJ1546.The geoid height was determined by GEOID03.
 DJ1546
 DJ1546.The dynamic height is computed by dividing the NAVD 88
 DJ1546.geopotential number by the normal gravity value computed on the
 DJ1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1546.degrees latitude (g = 980.6199 gals.).
 DJ1546
 DJ1546.The modeled gravity was interpolated from observed gravity values.
 DJ1546
 DJ1546;                    North         East    Units  Estimated Accuracy
 DJ1546;SPC MS E     -   498,050.      322,300.      MT  (+/- 180 meters Scaled)
 DJ1546
 DJ1546                          SUPERSEDED SURVEY CONTROL
 DJ1546
 DJ1546  NGVD 29 (??/??/92)   92.111  (m)          302.20   (f) ADJ UNCH    1 2
 DJ1546
 DJ1546.Superseded values are not recommended for survey control.
 DJ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1546.See file dsdata.txt to determine how the superseded data were derived.
 DJ1546
 DJ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC529623(NAD 83)
 DJ1546_MARKER: I = METAL ROD
 DJ1546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1546_SP_SET: STAINLESS STEEL ROD
 DJ1546_STAMPING: H 357 1985
 DJ1546_MARK LOGO: NGS   
 DJ1546_PROJECTION: FLUSH
 DJ1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1546_ROD/PIPE-DEPTH: 4.9  meters
 DJ1546
 DJ1546  HISTORY     - Date     Condition        Report By
 DJ1546  HISTORY     - 1985     MONUMENTED       NGS
 DJ1546
 DJ1546                          STATION DESCRIPTION
 DJ1546
 DJ1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DJ1546'10.2 KM (6.35 MI) WEST FROM AMORY.
 DJ1546'10.2 KM (6.35 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 DJ1546'STATE HIGHWAY 25 NORTH IN AMORY TO THE MARK ON THE RIGHT, 17.07
 DJ1546'METERS (56.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 19.51
 DJ1546'METERS (64.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD LEADING
 DJ1546'NORTH, 1.19 METERS (3.9 FT) WEST OF A UTILITY POLE. NOTE--ACCESS
 DJ1546'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DJ1546'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 DJ1546'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1447 ***********************************************************************
 EG1447  DESIGNATION -  H 358
 EG1447  PID         -  EG1447
 EG1447  STATE/COUNTY-  MS/ITAWAMBA
 EG1447  USGS QUAD   -  BEANS FERRY (1992)
 EG1447
 EG1447                         *CURRENT SURVEY CONTROL
 EG1447  ___________________________________________________________________
 EG1447* NAD 83(1986)-  34 12 54.     (N)    088 23 29.     (W)     SCALED    
 EG1447* NAVD 88     -        83.012  (meters)     272.35   (feet)  ADJUSTED  
 EG1447  ___________________________________________________________________
 EG1447  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EG1447  DYNAMIC HT  -          82.928 (meters)     272.07  (feet)  COMP
 EG1447  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 EG1447
 EG1447  VERT ORDER  -  FIRST     CLASS II
 EG1447
 EG1447.The horizontal coordinates were scaled from a topographic map and have
 EG1447.an estimated accuracy of +/- 6 seconds.
 EG1447
 EG1447.The orthometric height was determined by differential leveling
 EG1447.and adjusted in June 1991.
 EG1447
 EG1447.The geoid height was determined by GEOID03.
 EG1447
 EG1447.The dynamic height is computed by dividing the NAVD 88
 EG1447.geopotential number by the normal gravity value computed on the
 EG1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1447.degrees latitude (g = 980.6199 gals.).
 EG1447
 EG1447.The modeled gravity was interpolated from observed gravity values.
 EG1447
 EG1447;                    North         East    Units  Estimated Accuracy
 EG1447;SPC MS E     -   522,880.      340,720.      MT  (+/- 180 meters Scaled)
 EG1447
 EG1447                          SUPERSEDED SURVEY CONTROL
 EG1447
 EG1447  NGVD 29 (??/??/92)   82.944  (m)          272.13   (f) ADJ UNCH    1 2
 EG1447
 EG1447.Superseded values are not recommended for survey control.
 EG1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1447.See file dsdata.txt to determine how the superseded data were derived.
 EG1447
 EG1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC718868(NAD 83)
 EG1447_MARKER: I = METAL ROD
 EG1447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1447_SP_SET: STAINLESS STEEL ROD
 EG1447_STAMPING: H 358 1985
 EG1447_MARK LOGO: NGS   
 EG1447_PROJECTION: FLUSH
 EG1447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EG1447+STABILITY: POSITION/ELEVATION WELL
 EG1447_ROD/PIPE-DEPTH: 15.8 meters
 EG1447
 EG1447  HISTORY     - Date     Condition        Report By
 EG1447  HISTORY     - 1985     MONUMENTED       NGS
 EG1447
 EG1447                          STATION DESCRIPTION
 EG1447
 EG1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1447'35.2 KM (21.9 MI) NORTH FROM AMORY.
 EG1447'3.6 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF
 EG1447'STATE HIGHWAY 25 NORTH IN AMORY, THENCE 31.6 KM (19.65 MI) NORTH
 EG1447'ALONG THE TOP OF THE LEVEE ON THE WEST SIDE OF THE
 EG1447'TENNESSEE-TOMBIGBEE WATERWAY TO THE MARK ON THE RIGHT, 6.0 KM (3.75
 EG1447'MI) SOUTH OF THE OPERATION HOUSE AT LOCK C, 7.31 METERS (24.0 FT)
 EG1447'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD ON TOP OF THE LEVEE.
 EG1447'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EG1447'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 EG1447'THE MARK IS 0.30 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3154 ***********************************************************************
 EH3154  DESIGNATION -  H 359
 EH3154  PID         -  EH3154
 EH3154  STATE/COUNTY-  MS/TUNICA
 EH3154  USGS QUAD   -  TUNICA (1981)
 EH3154
 EH3154                         *CURRENT SURVEY CONTROL
 EH3154  ___________________________________________________________________
 EH3154* NAD 83(1986)-  34 41 20.     (N)    090 22 50.     (W)     SCALED    
 EH3154* NAVD 88     -        60.377  (meters)     198.09   (feet)  ADJUSTED  
 EH3154  ___________________________________________________________________
 EH3154  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH3154  DYNAMIC HT  -          60.320 (meters)     197.90  (feet)  COMP
 EH3154  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 EH3154
 EH3154  VERT ORDER  -  FIRST     CLASS II
 EH3154
 EH3154.The horizontal coordinates were scaled from a topographic map and have
 EH3154.an estimated accuracy of +/- 6 seconds.
 EH3154
 EH3154.The orthometric height was determined by differential leveling
 EH3154.and adjusted in July 1994.
 EH3154
 EH3154.The geoid height was determined by GEOID03.
 EH3154
 EH3154.The dynamic height is computed by dividing the NAVD 88
 EH3154.geopotential number by the normal gravity value computed on the
 EH3154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3154.degrees latitude (g = 980.6199 gals.).
 EH3154
 EH3154.The modeled gravity was interpolated from observed gravity values.
 EH3154
 EH3154;                    North         East    Units  Estimated Accuracy
 EH3154;SPC MS W     -   575,360.      695,670.      MT  (+/- 180 meters Scaled)
 EH3154
 EH3154                          SUPERSEDED SURVEY CONTROL
 EH3154
 EH3154.No superseded survey control is available for this station.
 EH3154
 EH3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU399416(NAD 83)
 EH3154_MARKER: DV = VERTICAL CONTROL DISK
 EH3154_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EH3154_SP_SET: BUILDING
 EH3154_STAMPING: H 359 1991
 EH3154_MARK LOGO: NGS   
 EH3154_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH3154+STABILITY: POSITION/ELEVATION WELL
 EH3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH3154+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH3154
 EH3154  HISTORY     - Date     Condition        Report By
 EH3154  HISTORY     - 1991     MONUMENTED       NGS
 EH3154  HISTORY     - 20030603 GOOD             USACE
 EH3154  HISTORY     - 20050123 GOOD             GEOCAC
 EH3154  HISTORY     - 20080514 GOOD             MSDOT
 EH3154
 EH3154                          STATION DESCRIPTION
 EH3154
 EH3154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3154'IN TUNICA, SET VERTICALLY IN THE NORTH FACE OF THE COUNTY COURTHOUSE
 EH3154'AT 1200 FIRST AVENUE EAST, 38.3 M (125.7 FT) SOUTH OF THE CENTER OF
 EH3154'NORTH COURT STREET, 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE, AND 1.0
 EH3154'M (3.3 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 EH3154
 EH3154                          STATION RECOVERY (2003)
 EH3154
 EH3154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3154'RECOVERED IN GOOD CONDITION.
 EH3154
 EH3154                          STATION RECOVERY (2005)
 EH3154
 EH3154'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EH3154'RECOVERED IN GOOD CONDITION.
 EH3154
 EH3154                          STATION RECOVERY (2008)
 EH3154
 EH3154'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH3154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0712 ***********************************************************************
 CO0712  DESIGNATION -  H 36
 CO0712  PID         -  CO0712
 CO0712  STATE/COUNTY-  MS/LEAKE
 CO0712  USGS QUAD   -  EDINBURG (1989)
 CO0712
 CO0712                         *CURRENT SURVEY CONTROL
 CO0712  ___________________________________________________________________
 CO0712* NAD 83(1986)-  32 47 59.     (N)    089 20 10.     (W)     SCALED    
 CO0712* NAVD 88     -       117.932  (meters)     386.92   (feet)  ADJUSTED  
 CO0712  ___________________________________________________________________
 CO0712  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CO0712  DYNAMIC HT  -         117.799 (meters)     386.48  (feet)  COMP
 CO0712  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CO0712
 CO0712  VERT ORDER  -  SECOND    CLASS 0
 CO0712
 CO0712.The horizontal coordinates were scaled from a topographic map and have
 CO0712.an estimated accuracy of +/- 6 seconds.
 CO0712
 CO0712.The orthometric height was determined by differential leveling
 CO0712.and adjusted in June 1991.
 CO0712
 CO0712.The geoid height was determined by GEOID03.
 CO0712
 CO0712.The dynamic height is computed by dividing the NAVD 88
 CO0712.geopotential number by the normal gravity value computed on the
 CO0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0712.degrees latitude (g = 980.6199 gals.).
 CO0712
 CO0712.The modeled gravity was interpolated from observed gravity values.
 CO0712
 CO0712;                    North         East    Units  Estimated Accuracy
 CO0712;SPC MS E     -   365,940.      252,910.      MT  (+/- 180 meters Scaled)
 CO0712
 CO0712                          SUPERSEDED SURVEY CONTROL
 CO0712
 CO0712  NGVD 29 (??/??/92)  117.944  (m)          386.95   (f) ADJ UNCH    2 0
 CO0712
 CO0712.Superseded values are not recommended for survey control.
 CO0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0712.See file dsdata.txt to determine how the superseded data were derived.
 CO0712
 CO0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB812315(NAD 83)
 CO0712_MARKER: DB = BENCH MARK DISK
 CO0712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CO0712_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CO0712_STAMPING: 387 H36 1923
 CO0712_MARK LOGO: USGS  
 CO0712_PROJECTION: PROJECTING 15 CENTIMETERS
 CO0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0712+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1988
 CO0712_ROD/PIPE-DEPTH: 0.91 meters
 CO0712
 CO0712  HISTORY     - Date     Condition        Report By
 CO0712  HISTORY     - 1923     MONUMENTED       USGS
 CO0712  HISTORY     - 1964     GOOD             MSHD
 CO0712  HISTORY     - 19880314 GOOD             MSHD
 CO0712
 CO0712                          STATION DESCRIPTION
 CO0712
 CO0712'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0712'IN EDINBURG.
 CO0712'THE MARK IS LOCATED AT EDINBURG, AT THE CURTIS MANNING GROCERY STORE
 CO0712'AND AT AN INTERSECTION OF STATE HIGHWAY 16 AND A GRAVEL ROAD LEADING
 CO0712'NORTH.  THE MARK IS A CAP FASTENED TO THE TOP OF A 3-1/2 INCH IRON
 CO0712'PIPE.  IT IS APPROXIMATELY 250 FEET NORTH OF STATE HIGHWAY 16, 72 FEET
 CO0712'SOUTHEAST OF THE GROCERY STORE, 65 FEET NORTHWEST OF A POWERLINE POLE
 CO0712'WITH WIRES RUNNING IN FOUR DIRECTIONS, 33 FEET WEST OF THE CENTER OF A
 CO0712'BLACK TOP ROAD, ABOUT LEVEL WITH THE BLACK TOP ROAD, AND PROJECTS 6
 CO0712'INCHES.
 CO0712
 CO0712                          STATION RECOVERY (1988)
 CO0712
 CO0712'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0712'MARK IS LOCATED ABOUT 76.2 M (250.0 FT) NORTH OF THE JUNCTION OF STATE
 CO0712'HIGHWAY 16 AND A PAVED ROAD LEADING NORTH IN EDINGBURG, ON THE
 CO0712'PROPERTY OF MR. E.D. RUSSELL, IN THE SOUTHEAST QUARTER OF SECTION 14,
 CO0712'T11 N, R9 E.
 CO0712'IT IS 21.49 M (70.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE THIS N
 CO0712'THAT STORE, 19.81 M (65.0 FT) SOUTH SOUTHWEST OF THE NORTHEAST CORNER
 CO0712'OF A CYCLONE FENCE, 19.2 M (63.0 FT) NORTHWEST OF A POWER POLE WITH A
 CO0712'TRANSFORMER AND A GUY WIRE, 14.33 M (47.0 FT) NORTH OF AN 18 INCH TWIN
 CO0712'CEDAR, 10.06 M (33.0 FT) WEST OF THE CENTER OF A BLACK TOP ROAD AND
 CO0712'PROJECTS 0.15 M (0.5 FT) .
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1844 ***********************************************************************
 BV1844  DESIGNATION -  H 36 RESET
 BV1844  PID         -  BV1844
 BV1844  STATE/COUNTY-  MS/CLARKE
 BV1844  USGS QUAD   -  SHUBUTA (1964)
 BV1844
 BV1844                         *CURRENT SURVEY CONTROL
 BV1844  ___________________________________________________________________
 BV1844* NAD 83(1986)-  31 51 41.     (N)    088 41 39.     (W)     SCALED    
 BV1844* NAVD 88     -        58.65   (meters)     192.4    (feet)  RESET     
 BV1844  ___________________________________________________________________
 BV1844  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BV1844  VERT ORDER  -  THIRD
 BV1844
 BV1844.The horizontal coordinates were scaled from a topographic map and have
 BV1844.an estimated accuracy of +/- 6 seconds.
 BV1844
 BV1844.The orthometric height was computed from unverified reset data.
 BV1844.No vertical observational check was made to the station.
 BV1844
 BV1844.The geoid height was determined by GEOID03.
 BV1844
 BV1844;                    North         East    Units  Estimated Accuracy
 BV1844;SPC MS E     -   261,790.      313,170.      MT  (+/- 180 meters Scaled)
 BV1844
 BV1844                          SUPERSEDED SURVEY CONTROL
 BV1844
 BV1844  NGVD 29 (08/12/04)   58.62   (m)          192.3    (f) RESET       3  
 BV1844
 BV1844.Superseded values are not recommended for survey control.
 BV1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1844.See file dsdata.txt to determine how the superseded data were derived.
 BV1844
 BV1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA397263(NAD 83)
 BV1844_MARKER: DV = VERTICAL CONTROL DISK
 BV1844_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV1844_SP_SET: WATER TANK FOOTING
 BV1844_STAMPING: H 36 RESET 1991
 BV1844_MARK LOGO: NGS   
 BV1844_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1844+STABILITY: SURFACE MOTION
 BV1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1844+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1844
 BV1844  HISTORY     - Date     Condition        Report By
 BV1844  HISTORY     - 1991     MONUMENTED       MSHD
 BV1844
 BV1844                          STATION DESCRIPTION
 BV1844
 BV1844'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1844'AT SHUBUTA, IN WEST CORNER OF MOST SOUTHWEST CONCRETE FOOTING OF
 BV1844'MUNICIPAL WATER TANK, 143.0 FT (43.6 M) SOUTH OF THE CENTER OF
 BV1844'EUCUTTA STREET, 44.9 FT (13.7 M) EAST SOUTHEAST OF A POWER SERVICE
 BV1844'POLE WITH YARD LIGHT AND ABOUT 1.0 FT (0.3 M) ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2163 ***********************************************************************
 DK2163  DESIGNATION -  H 360
 DK2163  PID         -  DK2163
 DK2163  STATE/COUNTY-  MS/WASHINGTON
 DK2163  USGS QUAD   -  WAYSIDE (1970)
 DK2163
 DK2163                         *CURRENT SURVEY CONTROL
 DK2163  ___________________________________________________________________
 DK2163* NAD 83(1986)-  33 20 02.     (N)    091 02 35.     (W)     SCALED    
 DK2163* NAVD 88     -        35.861  (meters)     117.65   (feet)  ADJUSTED  
 DK2163  ___________________________________________________________________
 DK2163  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK2163  DYNAMIC HT  -          35.823 (meters)     117.53  (feet)  COMP
 DK2163  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DK2163
 DK2163  VERT ORDER  -  FIRST     CLASS II
 DK2163
 DK2163.The horizontal coordinates were scaled from a topographic map and have
 DK2163.an estimated accuracy of +/- 6 seconds.
 DK2163
 DK2163.The orthometric height was determined by differential leveling
 DK2163.and adjusted in July 1994.
 DK2163
 DK2163.The geoid height was determined by GEOID03.
 DK2163
 DK2163.The dynamic height is computed by dividing the NAVD 88
 DK2163.geopotential number by the normal gravity value computed on the
 DK2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2163.degrees latitude (g = 980.6199 gals.).
 DK2163
 DK2163.The modeled gravity was interpolated from observed gravity values.
 DK2163
 DK2163;                    North         East    Units  Estimated Accuracy
 DK2163;SPC MS W     -   425,290.      633,930.      MT  (+/- 180 meters Scaled)
 DK2163
 DK2163                          SUPERSEDED SURVEY CONTROL
 DK2163
 DK2163.No superseded survey control is available for this station.
 DK2163
 DK2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS821900(NAD 83)
 DK2163_MARKER: I = METAL ROD
 DK2163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2163_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DK2163_STAMPING: H 360 1991
 DK2163_MARK LOGO: NGS   
 DK2163_PROJECTION: FLUSH
 DK2163_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2163+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2163_ROD/PIPE-DEPTH: 12.2 meters
 DK2163_SLEEVE-DEPTH  : 0.9 meters
 DK2163
 DK2163  HISTORY     - Date     Condition        Report By
 DK2163  HISTORY     - 1991     MONUMENTED       NGS
 DK2163  HISTORY     - 20040417 MARK NOT FOUND   INDIV
 DK2163
 DK2163                          STATION DESCRIPTION
 DK2163
 DK2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2163'7.3 KM (4.55 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK2163'U.S. HIGHWAY 82 IN GREENVILLE, 24.2 M (79.4 FT) WEST OF THE
 DK2163'CENTERLINE OF THE HIGHWAY, 19.0 M (62.3 FT) NORTHWEST OF THE MOST
 DK2163'NORTHERLY OF 3 PIPELINE WARNING MARKERS, 16.1 M (52.8 FT) SOUTHWEST
 DK2163'OF A CULVERT, 1.1 M (3.6 FT) WEST OF A UTILITY POLE WITH A GUY CABLE,
 DK2163'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 DK2163'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DK2163'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 DK2163'FOR A CLASS A MARK.
 DK2163
 DK2163                          STATION RECOVERY (2004)
 DK2163
 DK2163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HBH)
 DK2163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1845 ***********************************************************************
 BV1845  DESIGNATION -  H 361
 BV1845  PID         -  BV1845
 BV1845  STATE/COUNTY-  MS/MARION
 BV1845  USGS QUAD   -  COLUMBIA NORTH (1982)
 BV1845
 BV1845                         *CURRENT SURVEY CONTROL
 BV1845  ___________________________________________________________________
 BV1845* NAD 83(1986)-  31 16 47.     (N)    089 49 25.     (W)     SCALED    
 BV1845* NAVD 88     -        58.15   (+/-2cm)     190.8    (feet)  VERTCON   
 BV1845  ___________________________________________________________________
 BV1845  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BV1845  VERT ORDER  -  SECOND    CLASS I (See Below)
 BV1845
 BV1845.The horizontal coordinates were scaled from a topographic map and have
 BV1845.an estimated accuracy of +/- 6 seconds.
 BV1845
 BV1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1845.The vertical order pertains to the NGVD 29 superseded value.
 BV1845
 BV1845.The geoid height was determined by GEOID03.
 BV1845
 BV1845;                    North         East    Units  Estimated Accuracy
 BV1845;SPC MS W     -   197,400.      748,540.      MT  (+/- 180 meters Scaled)
 BV1845
 BV1845                          SUPERSEDED SURVEY CONTROL
 BV1845
 BV1845  NGVD 29 (04/29/99)   58.184  (m)          190.89   (f) ADJUSTED    2 1
 BV1845
 BV1845.Superseded values are not recommended for survey control.
 BV1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1845.See file dsdata.txt to determine how the superseded data were derived.
 BV1845
 BV1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV311640(NAD 83)
 BV1845_MARKER: DV = VERTICAL CONTROL DISK
 BV1845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BV1845_SP_SET: ABUTMENT
 BV1845_STAMPING: H 361 1992
 BV1845_MARK LOGO: NGS   
 BV1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1845+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BV1845
 BV1845  HISTORY     - Date     Condition        Report By
 BV1845  HISTORY     - 1992     MONUMENTED       NGS
 BV1845
 BV1845                          STATION DESCRIPTION
 BV1845
 BV1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BV1845'0.8 KM (0.50 MI) NORTHERLY ALONG MAIN STREET (STATE HIGHWAY 13) FROM
 BV1845'THE COUNTY COURTHOUSE IN COLUMBIA, THENCE 0.1 KM (0.05 MI) EASTERLY
 BV1845'ALONG LAFAYETTE STREET, THENCE 2.6 KM (1.60 MI) NORTHERLY ALONG
 BV1845'MARION AVENUE, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF
 BV1845'THE SOUTHWEST ABUTMENT OF A BRIDGE SPANNING A CREEK, 28.9 M (94.8 FT)
 BV1845'NORTHWEST OF A DRIVEWAY AT 1556 MARION AVENUE, 21.0 M (68.9 FT) NORTH
 BV1845'OF THE CENTER OF ROBINSON DRIVE, AND 5.2 M (17.1 FT) WEST OF THE
 BV1845'CENTERLINE OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2595 ***********************************************************************
 BW2595  DESIGNATION -  H 362
 BW2595  PID         -  BW2595
 BW2595  STATE/COUNTY-  MS/LINCOLN
 BW2595  USGS QUAD   -  WESSON (1972)
 BW2595
 BW2595                         *CURRENT SURVEY CONTROL
 BW2595  ___________________________________________________________________
 BW2595* NAD 83(1986)-  31 40 17.     (N)    090 24 58.     (W)     SCALED    
 BW2595* NAVD 88     -       147.325  (meters)     483.35   (feet)  ADJUSTED  
 BW2595  ___________________________________________________________________
 BW2595  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BW2595  DYNAMIC HT  -         147.147 (meters)     482.76  (feet)  COMP
 BW2595  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 BW2595
 BW2595  VERT ORDER  -  FIRST     CLASS II
 BW2595
 BW2595.The horizontal coordinates were scaled from a topographic map and have
 BW2595.an estimated accuracy of +/- 6 seconds.
 BW2595
 BW2595.The orthometric height was determined by differential leveling
 BW2595.and adjusted in February 1994.
 BW2595
 BW2595.The geoid height was determined by GEOID03.
 BW2595
 BW2595.The dynamic height is computed by dividing the NAVD 88
 BW2595.geopotential number by the normal gravity value computed on the
 BW2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2595.degrees latitude (g = 980.6199 gals.).
 BW2595
 BW2595.The modeled gravity was interpolated from observed gravity values.
 BW2595
 BW2595;                    North         East    Units  Estimated Accuracy
 BW2595;SPC MS W     -   240,720.      692,150.      MT  (+/- 180 meters Scaled)
 BW2595
 BW2595                          SUPERSEDED SURVEY CONTROL
 BW2595
 BW2595.No superseded survey control is available for this station.
 BW2595
 BW2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR449069(NAD 83)
 BW2595_MARKER: I = METAL ROD
 BW2595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2595_SP_SET: STAINLESS STEEL ROD
 BW2595_STAMPING: H 362 1992
 BW2595_MARK LOGO: NGS   
 BW2595_PROJECTION: FLUSH
 BW2595_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW2595+STABILITY: POSITION/ELEVATION WELL
 BW2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2595+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2595_ROD/PIPE-DEPTH: 19.8 meters
 BW2595
 BW2595  HISTORY     - Date     Condition        Report By
 BW2595  HISTORY     - 1992     MONUMENTED       NGS
 BW2595
 BW2595                          STATION DESCRIPTION
 BW2595
 BW2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2595'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 550 (MONTICELLO
 BW2595'STREET) FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN
 BW2595'BROOKHAVEN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BW2595'21.4 M (70.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.3 M
 BW2595'(24.0 FT) NORTHEAST OF THE CENTER OF A GATE AND TRACK ROAD, 1.5 M
 BW2595'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHWEST
 BW2595'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 BW2595'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3409 ***********************************************************************
 CP3409  HT_MOD      -  This is a Height Modernization Survey Station.
 CP3409  DESIGNATION -  H 363
 CP3409  PID         -  CP3409
 CP3409  STATE/COUNTY-  MS/WARREN
 CP3409  USGS QUAD   -  VICKSBURG EAST (1962)
 CP3409
 CP3409                         *CURRENT SURVEY CONTROL
 CP3409  ___________________________________________________________________
 CP3409* NAD 83(2007)-  32 21 15.47721(N)    090 45 12.44060(W)     ADJUSTED  
 CP3409* NAVD 88     -        81.21   (meters)     266.4    (feet)  GPS OBS   
 CP3409  ___________________________________________________________________
 CP3409  EPOCH DATE  -        2002.00
 CP3409  X           -     -70,919.825 (meters)                     COMP
 CP3409  Y           -  -5,392,715.617 (meters)                     COMP
 CP3409  Z           -   3,393,714.395 (meters)                     COMP
 CP3409  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CP3409  ELLIP HEIGHT-          54.661 (meters)          (02/10/07) ADJUSTED
 CP3409  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP3409
 CP3409  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3409  Type    PID    Designation                      North   East  Ellip
 CP3409  -------------------------------------------------------------------
 CP3409  NETWORK CP3409 H 363                             1.00   0.84   2.27
 CP3409  -------------------------------------------------------------------
 CP3409
 CP3409.The horizontal coordinates were established by GPS observations
 CP3409.and adjusted by the National Geodetic Survey in February 2007.
 CP3409
 CP3409.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3409.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3409.The horizontal coordinates are valid at the epoch date displayed above.
 CP3409.The epoch date for horizontal control is a decimal equivalence
 CP3409.of Year/Month/Day.
 CP3409
 CP3409.The orthometric height was determined by GPS observations and a
 CP3409.high-resolution geoid model.
 CP3409.The orthometric height was determined by GPS observations and a
 CP3409.high-resolution geoid model using precise GPS observation and
 CP3409.processing techniques. It supersedes the leveled height previously
 CP3409.determined for this station.
 CP3409
 CP3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3409
 CP3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3409
 CP3409.The ellipsoidal height was determined by GPS observations
 CP3409.and is referenced to NAD 83.
 CP3409
 CP3409.The geoid height was determined by GEOID03.
 CP3409
 CP3409;                    North         East     Units Scale Factor Converg.
 CP3409;SPC MS W     -   316,513.132   660,456.555   MT  0.99996928   -0 13 29.4
 CP3409;SPC MS W     - 1,038,426.83  2,166,847.88   sFT  0.99996928   -0 13 29.4
 CP3409;UTM  15      - 3,581,926.818   711,401.401   MT  1.00015114   +1 12 09.7
 CP3409
 CP3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3409!SPC MS W     -   0.99999142  x   0.99996928  =   0.99996070
 CP3409!UTM  15      -   0.99999142  x   1.00015114  =   1.00014256
 CP3409
 CP3409                          SUPERSEDED SURVEY CONTROL
 CP3409
 CP3409  NAD 83(1993)-  32 21 15.47742(N)    090 45 12.44057(W) AD(       ) 1
 CP3409  ELLIP H (11/18/03)   54.674  (m)                       GP(       ) 3 2
 CP3409  NAVD 88 (07/07/94)   81.298  (m)          266.73   (f) ADJUSTED    1 2
 CP3409
 CP3409.Superseded values are not recommended for survey control.
 CP3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3409.See file dsdata.txt to determine how the superseded data were derived.
 CP3409
 CP3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1140181927(NAD 83)
 CP3409_MARKER: I = METAL ROD
 CP3409_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CP3409_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CP3409_STAMPING: H 363 1992
 CP3409_MARK LOGO: NGS   
 CP3409_PROJECTION: FLUSH
 CP3409_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3409+SATELLITE: SATELLITE OBSERVATIONS - 2003
 CP3409_ROD/PIPE-DEPTH: 20.6 meters
 CP3409_SLEEVE-DEPTH  : 0.90 meters
 CP3409
 CP3409  HISTORY     - Date     Condition        Report By
 CP3409  HISTORY     - 1992     MONUMENTED       NGS
 CP3409  HISTORY     - 20020620 GOOD             PYBURN
 CP3409  HISTORY     - 2003     GOOD             PYBURN
 CP3409
 CP3409                          STATION DESCRIPTION
 CP3409
 CP3409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3409'7.1 KM (4.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3409'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 47.5 M (155.8 FT)
 CP3409'SOUTHEAST OF THE SOUTHEAST CORNER OF A WEIGHT STATION, 33.8 M
 CP3409'(110.9 FT) EAST OF A UTILITY LIGHT POLE, 28.1 M (92.2 FT) NORTH OF
 CP3409'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 27.3 M
 CP3409'(89.6 FT) WEST OF A SUPPORT POLE FOR A LANE INDICATOR LIGHT, AND 0.3
 CP3409'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 CP3409'POINT IS THROUGH A 5-INCH LOGO CAP.
 CP3409
 CP3409                          STATION RECOVERY (2002)
 CP3409
 CP3409'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 CP3409'RECOVERED AS DESCRIBED
 CP3409'IPYBURN
 CP3409'
 CP3409
 CP3409                          STATION RECOVERY (2003)
 CP3409
 CP3409'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 CP3409'RECOVERED AS DESCRIBED IPYBURN
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3223 ***********************************************************************
 BH3223  DESIGNATION -  H 364
 BH3223  PID         -  BH3223
 BH3223  STATE/COUNTY-  MS/JACKSON
 BH3223  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3223
 BH3223                         *CURRENT SURVEY CONTROL
 BH3223  ___________________________________________________________________
 BH3223* NAD 83(1986)-  30 26 28.     (N)    088 43 03.     (W)     SCALED    
 BH3223* NAVD 88     -         6.043  (meters)      19.83   (feet)  ADJUSTED  
 BH3223  ___________________________________________________________________
 BH3223  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH3223  DYNAMIC HT  -           6.036 (meters)      19.80  (feet)  COMP
 BH3223  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BH3223
 BH3223  VERT ORDER  -  FIRST     CLASS II
 BH3223
 BH3223.The horizontal coordinates were scaled from a topographic map and have
 BH3223.an estimated accuracy of +/- 6 seconds.
 BH3223
 BH3223.The orthometric height was determined by differential leveling
 BH3223.and adjusted in September 1993.
 BH3223
 BH3223.The geoid height was determined by GEOID03.
 BH3223
 BH3223.The dynamic height is computed by dividing the NAVD 88
 BH3223.geopotential number by the normal gravity value computed on the
 BH3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3223.degrees latitude (g = 980.6199 gals.).
 BH3223
 BH3223.The modeled gravity was interpolated from observed gravity values.
 BH3223
 BH3223;                    North         East    Units  Estimated Accuracy
 BH3223;SPC MS E     -   104,320.      311,130.      MT  (+/- 180 meters Scaled)
 BH3223
 BH3223                          SUPERSEDED SURVEY CONTROL
 BH3223
 BH3223.No superseded survey control is available for this station.
 BH3223
 BH3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU350689(NAD 83)
 BH3223_MARKER: DV = VERTICAL CONTROL DISK
 BH3223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BH3223_SP_SET: PIER
 BH3223_STAMPING: H 364 1993
 BH3223_MARK LOGO: NGS   
 BH3223_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3223+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BH3223
 BH3223  HISTORY     - Date     Condition        Report By
 BH3223  HISTORY     - 1993     MONUMENTED       NGS
 BH3223  HISTORY     - 20040228 GOOD             USPSQD
 BH3223  HISTORY     - 20050317 GOOD             USPSQD
 BH3223
 BH3223                          STATION DESCRIPTION
 BH3223
 BH3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3223'9.9 KM (6.15 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 BH3223'IN VANCLEAVE, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY
 BH3223'CONCRETE COLUMN OF THE CENTER PIER OF THE EASTBOUND INTERSTATE
 BH3223'HIGHWAY 10 OVERPASS OF THE HIGHWAY. 9.6 M (31.5 FT) WEST OF THE
 BH3223'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.5 M (31.2 FT)
 BH3223'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.9 M
 BH3223'(19.4 FT) SOUTH OF THE CENTER OF INTERSTATE HIGHWAY 10, AND 1.4 M
 BH3223'(4.6 FT) ABOVE THE GROUND SURFACE.
 BH3223
 BH3223                          STATION RECOVERY (2004)
 BH3223
 BH3223'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3223'RECOVERED IN GOOD CONDITION.
 BH3223
 BH3223                          STATION RECOVERY (2005)
 BH3223
 BH3223'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH3223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3266 ***********************************************************************
 BH3266  DESIGNATION -  H 365
 BH3266  PID         -  BH3266
 BH3266  STATE/COUNTY-  MS/HANCOCK
 BH3266  USGS QUAD   -  CAESAR (1986)
 BH3266
 BH3266                         *CURRENT SURVEY CONTROL
 BH3266  ___________________________________________________________________
 BH3266* NAD 83(1986)-  30 31 02.     (N)    089 33 10.     (W)     SCALED    
 BH3266* NAVD 88     -        27.032  (meters)      88.69   (feet)  ADJUSTED  
 BH3266  ___________________________________________________________________
 BH3266  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BH3266  DYNAMIC HT  -          26.997 (meters)      88.57  (feet)  COMP
 BH3266  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 BH3266
 BH3266  VERT ORDER  -  FIRST     CLASS II
 BH3266
 BH3266.The horizontal coordinates were scaled from a topographic map and have
 BH3266.an estimated accuracy of +/- 6 seconds.
 BH3266
 BH3266.The orthometric height was determined by differential leveling
 BH3266.and adjusted in February 1994.
 BH3266
 BH3266.The geoid height was determined by GEOID03.
 BH3266
 BH3266.The dynamic height is computed by dividing the NAVD 88
 BH3266.geopotential number by the normal gravity value computed on the
 BH3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3266.degrees latitude (g = 980.6199 gals.).
 BH3266
 BH3266.The modeled gravity was interpolated from observed gravity values.
 BH3266
 BH3266;                    North         East    Units  Estimated Accuracy
 BH3266;SPC MS E     -   112,980.      230,950.      MT  (+/- 180 meters Scaled)
 BH3266
 BH3266                          SUPERSEDED SURVEY CONTROL
 BH3266
 BH3266.No superseded survey control is available for this station.
 BH3266
 BH3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU550788(NAD 83)
 BH3266_MARKER: I = METAL ROD
 BH3266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3266_SP_SET: STAINLESS STEEL ROD
 BH3266_STAMPING: H 365 1993
 BH3266_MARK LOGO: NGS   
 BH3266_PROJECTION: FLUSH
 BH3266_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3266+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3266_ROD/PIPE-DEPTH: 21.2 meters
 BH3266
 BH3266  HISTORY     - Date     Condition        Report By
 BH3266  HISTORY     - 1993     MONUMENTED       NGS
 BH3266
 BH3266                          STATION DESCRIPTION
 BH3266
 BH3266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3266'10.9 KM (6.75 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH3266'OF INTERSTATE HIGHWAY 59 (EXIT 4) IN PICAYUNE, 48.7 M (159.8 FT)
 BH3266'NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) EAST OF THE
 BH3266'CENTER OF WERNER ROAD, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 BH3266'FENCE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS
 BH3266'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3249 ***********************************************************************
 BH3249  DESIGNATION -  H 366
 BH3249  PID         -  BH3249
 BH3249  STATE/COUNTY-  MS/PEARL RIVER
 BH3249  USGS QUAD   -  NICHOLSON (1993)
 BH3249
 BH3249                         *CURRENT SURVEY CONTROL
 BH3249  ___________________________________________________________________
 BH3249* NAD 83(1986)-  30 27 44.     (N)    089 40 49.     (W)     SCALED    
 BH3249* NAVD 88     -        12.506  (meters)      41.03   (feet)  ADJUSTED  
 BH3249  ___________________________________________________________________
 BH3249  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BH3249  DYNAMIC HT  -          12.490 (meters)      40.98  (feet)  COMP
 BH3249  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BH3249
 BH3249  VERT ORDER  -  FIRST     CLASS II
 BH3249
 BH3249.The horizontal coordinates were scaled from a topographic map and have
 BH3249.an estimated accuracy of +/- 6 seconds.
 BH3249
 BH3249.The orthometric height was determined by differential leveling
 BH3249.and adjusted in February 1994.
 BH3249
 BH3249.The geoid height was determined by GEOID03.
 BH3249
 BH3249.The dynamic height is computed by dividing the NAVD 88
 BH3249.geopotential number by the normal gravity value computed on the
 BH3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3249.degrees latitude (g = 980.6199 gals.).
 BH3249
 BH3249.The modeled gravity was interpolated from observed gravity values.
 BH3249
 BH3249;                    North         East    Units  Estimated Accuracy
 BH3249;SPC MS E     -   106,960.      218,670.      MT  (+/- 180 meters Scaled)
 BH3249
 BH3249                          SUPERSEDED SURVEY CONTROL
 BH3249
 BH3249.No superseded survey control is available for this station.
 BH3249
 BH3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU426730(NAD 83)
 BH3249_MARKER: I = METAL ROD
 BH3249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3249_SP_SET: STAINLESS STEEL ROD
 BH3249_STAMPING: H 366 1993
 BH3249_MARK LOGO: NGS   
 BH3249_PROJECTION: FLUSH
 BH3249_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3249+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3249_ROD/PIPE-DEPTH: 20.7 meters
 BH3249
 BH3249  HISTORY     - Date     Condition        Report By
 BH3249  HISTORY     - 1993     MONUMENTED       NGS
 BH3249  HISTORY     - 20050817 GOOD             NGS
 BH3249
 BH3249                          STATION DESCRIPTION
 BH3249
 BH3249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3249'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH3249'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 1.1 KM
 BH3249'(0.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, 55.6 M (182.4 FT)
 BH3249'SOUTHEAST OF THE CENTER OF ASAM QUEEN ROAD, 20.8 M (68.2 FT)
 BH3249'NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) SOUTHEAST OF A
 BH3249'UTILITY POLE WITH 3 GUY CABLES, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 BH3249'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BH3249'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3249
 BH3249                          STATION RECOVERY (2005)
 BH3249
 BH3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3249'N302742.7 W0894049.2
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1155 ***********************************************************************
 EG1155  DESIGNATION -  H 37
 EG1155  PID         -  EG1155
 EG1155  STATE/COUNTY-  MS/DE SOTO
 EG1155  USGS QUAD   -  HERNANDO (1982)
 EG1155
 EG1155                         *CURRENT SURVEY CONTROL
 EG1155  ___________________________________________________________________
 EG1155* NAD 83(1986)-  34 46 45.     (N)    089 58 35.     (W)     SCALED    
 EG1155* NAVD 88     -        93.608  (meters)     307.11   (feet)  ADJUSTED  
 EG1155  ___________________________________________________________________
 EG1155  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EG1155  DYNAMIC HT  -          93.519 (meters)     306.82  (feet)  COMP
 EG1155  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 EG1155
 EG1155  VERT ORDER  -  SECOND    CLASS 0
 EG1155
 EG1155.The horizontal coordinates were scaled from a topographic map and have
 EG1155.an estimated accuracy of +/- 6 seconds.
 EG1155
 EG1155.The orthometric height was determined by differential leveling
 EG1155.and adjusted in June 1991.
 EG1155
 EG1155.The geoid height was determined by GEOID03.
 EG1155
 EG1155.The dynamic height is computed by dividing the NAVD 88
 EG1155.geopotential number by the normal gravity value computed on the
 EG1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1155.degrees latitude (g = 980.6199 gals.).
 EG1155
 EG1155.The modeled gravity was interpolated from observed gravity values.
 EG1155
 EG1155;                    North         East    Units  Estimated Accuracy
 EG1155;SPC MS W     -   585,430.      732,670.      MT  (+/- 180 meters Scaled)
 EG1155
 EG1155                          SUPERSEDED SURVEY CONTROL
 EG1155
 EG1155  NGVD 29 (??/??/92)   93.588  (m)          307.05   (f) ADJ UNCH    2 0
 EG1155
 EG1155.Superseded values are not recommended for survey control.
 EG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1155.See file dsdata.txt to determine how the superseded data were derived.
 EG1155
 EG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD276525(NAD 83)
 EG1155_MARKER: DB = BENCH MARK DISK
 EG1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1155+STABILITY: SURFACE MOTION
 EG1155
 EG1155  HISTORY     - Date     Condition        Report By
 EG1155  HISTORY     - UNK      MONUMENTED       CGS
 EG1155  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1155  HISTORY     - 1976     MARK NOT FOUND   USGS
 EG1155  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EG1155
 EG1155                          STATION DESCRIPTION
 EG1155
 EG1155'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1155'3.4 MI S FROM HERNANDO.
 EG1155'LOCATED 3.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EG1155'STATION AT HERNANDO.  IT IS 624 FEET NORTH OF SEMAPHORE J 418-9, 48
 EG1155'FEET EAST OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE
 EG1155'CENTERLINE OF AN EAST-WEST ROAD, AND 2 FEET SOUTHWEST OF A FENCE
 EG1155'CORNER.
 EG1155
 EG1155                          STATION RECOVERY (1976)
 EG1155
 EG1155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EG1155'MARK NOT FOUND.
 EG1155
 EG1155                          STATION RECOVERY (2008)
 EG1155
 EG1155'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1155'APPARENTLY DESTROYED BY COUNTY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1147 ***********************************************************************
 EG1147  DESIGNATION -  H 38
 EG1147  PID         -  EG1147
 EG1147  STATE/COUNTY-  MS/LAFAYETTE
 EG1147  USGS QUAD   -  SPLINTER (1980)
 EG1147
 EG1147                         *CURRENT SURVEY CONTROL
 EG1147  ___________________________________________________________________
 EG1147* NAD 83(1986)-  34 21 04.     (N)    089 40 30.     (W)     SCALED    
 EG1147* NAVD 88     -        99.308  (meters)     325.81   (feet)  ADJUSTED  
 EG1147  ___________________________________________________________________
 EG1147  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EG1147  DYNAMIC HT  -          99.212 (meters)     325.50  (feet)  COMP
 EG1147  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EG1147
 EG1147  VERT ORDER  -  SECOND    CLASS 0
 EG1147
 EG1147.The horizontal coordinates were scaled from a topographic map and have
 EG1147.an estimated accuracy of +/- 6 seconds.
 EG1147
 EG1147.The orthometric height was determined by differential leveling
 EG1147.and adjusted in June 1991.
 EG1147
 EG1147.The geoid height was determined by GEOID03.
 EG1147
 EG1147.The dynamic height is computed by dividing the NAVD 88
 EG1147.geopotential number by the normal gravity value computed on the
 EG1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1147.degrees latitude (g = 980.6199 gals.).
 EG1147
 EG1147.The modeled gravity was interpolated from observed gravity values.
 EG1147
 EG1147;                    North         East    Units  Estimated Accuracy
 EG1147;SPC MS E     -   538,210.      222,570.      MT  (+/- 180 meters Scaled)
 EG1147
 EG1147                          SUPERSEDED SURVEY CONTROL
 EG1147
 EG1147  NGVD 29 (??/??/92)   99.296  (m)          325.77   (f) ADJ UNCH    2 0
 EG1147
 EG1147.Superseded values are not recommended for survey control.
 EG1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1147.See file dsdata.txt to determine how the superseded data were derived.
 EG1147
 EG1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD539043(NAD 83)
 EG1147_MARKER: DB = BENCH MARK DISK
 EG1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1147_STAMPING: H-38 1934
 EG1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1147+STABILITY: SURFACE MOTION
 EG1147
 EG1147  HISTORY     - Date     Condition        Report By
 EG1147  HISTORY     - 1934     MONUMENTED       CGS
 EG1147  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EG1147  HISTORY     - 20080123 MARK NOT FOUND   MSDOT
 EG1147
 EG1147                          STATION DESCRIPTION
 EG1147
 EG1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1147'10.1 MI W FROM OXFORD.
 EG1147'10.1 MILES WEST OF I C RR DEPOT AT OXFORD 45 FEET NORTH OF CENTERLINE
 EG1147'OF STATE HIGHWAY 6.  140 FEET EAST OF HIGHWAY CURVE SIGN BOARD.  6
 EG1147'FEET NORTH OF FENCE CORNER.  1 FOOT EAST OF NORTH AND SOUTH FENCE
 EG1147'LINE.
 EG1147
 EG1147                          STATION RECOVERY (1977)
 EG1147
 EG1147'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1147'MARK NOT FOUND.
 EG1147
 EG1147                          STATION RECOVERY (2008)
 EG1147
 EG1147'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1223 ***********************************************************************
 EG1223  DESIGNATION -  H 39
 EG1223  PID         -  EG1223
 EG1223  STATE/COUNTY-  MS/MARSHALL
 EG1223  USGS QUAD   -  BYHALIA (1971)
 EG1223
 EG1223                         *CURRENT SURVEY CONTROL
 EG1223  ___________________________________________________________________
 EG1223* NAD 83(1986)-  34 52 07.     (N)    089 40 08.     (W)     SCALED    
 EG1223* NAVD 88     -       108.418  (meters)     355.70   (feet)  ADJUSTED  
 EG1223  ___________________________________________________________________
 EG1223  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1223  DYNAMIC HT  -         108.315 (meters)     355.36  (feet)  COMP
 EG1223  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 EG1223
 EG1223  VERT ORDER  -  SECOND    CLASS 0
 EG1223
 EG1223.The horizontal coordinates were scaled from a topographic map and have
 EG1223.an estimated accuracy of +/- 6 seconds.
 EG1223
 EG1223.The orthometric height was determined by differential leveling
 EG1223.and adjusted in June 1991.
 EG1223
 EG1223.The geoid height was determined by GEOID03.
 EG1223
 EG1223.The dynamic height is computed by dividing the NAVD 88
 EG1223.geopotential number by the normal gravity value computed on the
 EG1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1223.degrees latitude (g = 980.6199 gals.).
 EG1223
 EG1223.The modeled gravity was interpolated from observed gravity values.
 EG1223
 EG1223;                    North         East    Units  Estimated Accuracy
 EG1223;SPC MS E     -   595,620.      223,610.      MT  (+/- 180 meters Scaled)
 EG1223
 EG1223                          SUPERSEDED SURVEY CONTROL
 EG1223
 EG1223  NGVD 29 (??/??/92)  108.378  (m)          355.57   (f) ADJ UNCH    2 0
 EG1223
 EG1223.Superseded values are not recommended for survey control.
 EG1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1223.See file dsdata.txt to determine how the superseded data were derived.
 EG1223
 EG1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD560617(NAD 83)
 EG1223_MARKER: DB = BENCH MARK DISK
 EG1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1223+STABILITY: SURFACE MOTION
 EG1223
 EG1223  HISTORY     - Date     Condition        Report By
 EG1223  HISTORY     - UNK      MONUMENTED       CGS
 EG1223  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1223
 EG1223                          STATION DESCRIPTION
 EG1223
 EG1223'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1223'1.1 MI SE FROM BYHALIA.
 EG1223'LOCATED ABOUT 1.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1223'RAILWAY FROM THE STATION AT BYHALIA.  IT IS ABOUT 250 FEET WEST OF
 EG1223'MILEPOST 513, ABOUT 80 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 EG1223'ROAD, AND 56 FEET SOUTHWEST OF THE CENTER OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1154 ***********************************************************************
 DJ1154  DESIGNATION -  H 4
 DJ1154  PID         -  DJ1154
 DJ1154  STATE/COUNTY-  MS/WEBSTER
 DJ1154  USGS QUAD   -  EUPORA (1983)
 DJ1154
 DJ1154                         *CURRENT SURVEY CONTROL
 DJ1154  ___________________________________________________________________
 DJ1154* NAD 83(1986)-  33 32 24.     (N)    089 16 13.     (W)     SCALED    
 DJ1154* NAVD 88     -       119.553  (meters)     392.23   (feet)  ADJUSTED  
 DJ1154  ___________________________________________________________________
 DJ1154  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DJ1154  DYNAMIC HT  -         119.424 (meters)     391.81  (feet)  COMP
 DJ1154  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 DJ1154
 DJ1154  VERT ORDER  -  FIRST     CLASS II
 DJ1154
 DJ1154.The horizontal coordinates were scaled from a topographic map and have
 DJ1154.an estimated accuracy of +/- 6 seconds.
 DJ1154
 DJ1154.The orthometric height was determined by differential leveling
 DJ1154.and adjusted in June 1991.
 DJ1154
 DJ1154.The geoid height was determined by GEOID03.
 DJ1154
 DJ1154.The dynamic height is computed by dividing the NAVD 88
 DJ1154.geopotential number by the normal gravity value computed on the
 DJ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1154.degrees latitude (g = 980.6199 gals.).
 DJ1154
 DJ1154.The modeled gravity was interpolated from observed gravity values.
 DJ1154
 DJ1154;                    North         East    Units  Estimated Accuracy
 DJ1154;SPC MS E     -   448,010.      259,420.      MT  (+/- 180 meters Scaled)
 DJ1154
 DJ1154                          SUPERSEDED SURVEY CONTROL
 DJ1154
 DJ1154  NGVD 29 (??/??/92)  119.487  (m)          392.02   (f) ADJ UNCH    1 2
 DJ1154
 DJ1154.Superseded values are not recommended for survey control.
 DJ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1154.See file dsdata.txt to determine how the superseded data were derived.
 DJ1154
 DJ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC892134(NAD 83)
 DJ1154_MARKER: DB = BENCH MARK DISK
 DJ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1154_STAMPING: H 4 1933
 DJ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1154+STABILITY: SURFACE MOTION
 DJ1154
 DJ1154  HISTORY     - Date     Condition        Report By
 DJ1154  HISTORY     - 1933     MONUMENTED       CGS
 DJ1154  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1154
 DJ1154                          STATION DESCRIPTION
 DJ1154
 DJ1154'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1154'IN EUPORA.
 DJ1154'AT EUPORA, WEBSTER COUNTY, ABOUT 150 FEET WEST OF THE WEST END OF THE
 DJ1154'COLUMBUS AND GREENVILLE RAILWAY STATION, 21 FEET WEST OF MILEPOST 55,
 DJ1154'AND ABOUT 183 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 DJ1154'H 4 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A
 DJ1154'LARGE BUILDING AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0985 ***********************************************************************
 BV0985  DESIGNATION -  H 4 USGS RESET 1959
 BV0985  PID         -  BV0985
 BV0985  STATE/COUNTY-  MS/SIMPSON
 BV0985  USGS QUAD   -  MENDENHALL WEST (1970)
 BV0985
 BV0985                         *CURRENT SURVEY CONTROL
 BV0985  ___________________________________________________________________
 BV0985* NAD 83(1986)-  31 59 05.     (N)    089 54 24.     (W)     SCALED    
 BV0985* NAVD 88     -        90.96   (+/-2cm)     298.4    (feet)  VERTCON   
 BV0985  ___________________________________________________________________
 BV0985  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BV0985  VERT ORDER  -  THIRD (See Below)
 BV0985
 BV0985.The horizontal coordinates were scaled from a topographic map and have
 BV0985.an estimated accuracy of +/- 6 seconds.
 BV0985
 BV0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0985.The vertical order pertains to the NGVD 29 superseded value.
 BV0985
 BV0985.The geoid height was determined by GEOID03.
 BV0985
 BV0985;                    North         East    Units  Estimated Accuracy
 BV0985;SPC MS W     -   275,540.      740,320.      MT  (+/- 180 meters Scaled)
 BV0985
 BV0985                          SUPERSEDED SURVEY CONTROL
 BV0985
 BV0985  NGVD 29 (08/12/04)   90.97   (m)          298.5    (f) RESET       3  
 BV0985
 BV0985.Superseded values are not recommended for survey control.
 BV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0985.See file dsdata.txt to determine how the superseded data were derived.
 BV0985
 BV0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA253424(NAD 83)
 BV0985_MARKER: DD = SURVEY DISK
 BV0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0985_SP_SET: STEP
 BV0985_STAMPING: H4 1923 RESET 1959
 BV0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0985
 BV0985  HISTORY     - Date     Condition        Report By
 BV0985  HISTORY     - 1959     MONUMENTED       USGS
 BV0985  HISTORY     - 1967     GOOD             MSHD
 BV0985
 BV0985                          STATION DESCRIPTION
 BV0985
 BV0985'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0985'0.2 MI N FROM DLO.
 BV0985'LOCATED 0.2 MILE NORTH OF DLO IN THE SOUTH END OF THE BOTTOM STEP OF
 BV0985'THE NORTHWEST ENTRANCE TO THE DLO BAPTIST CHURCH AND IS IN THE
 BV0985'NORTHWEST 1/4 OF SECTION 28, T 2N, R 4E.  IT IS 87 FEET EAST OF THE
 BV0985'CENTER OF HIGHWAY 49, 58 FEET SOUTH OF THE CENTER OF A BLACKTOP STREET
 BV0985'AND 9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH. TO REACH
 BV0985'FROM THE U.S. POST OFFICE IN DLO GO WEST ON A BLACKTOP STREET FOR 0.05
 BV0985'MILE TO THE INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT (NORTH)
 BV0985'AND CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.2 MILE TO THE CHURCH AND THE
 BV0985'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0925 ***********************************************************************
 EG0925  DESIGNATION -  H 41
 EG0925  PID         -  EG0925
 EG0925  STATE/COUNTY-  MS/TIPPAH
 EG0925  USGS QUAD   -  FALKNER (1982)
 EG0925
 EG0925                         *CURRENT SURVEY CONTROL
 EG0925  ___________________________________________________________________
 EG0925* NAD 83(1986)-  34 47 48.     (N)    088 55 28.     (W)     SCALED    
 EG0925* NAVD 88     -       146.273  (meters)     479.90   (feet)  ADJUSTED  
 EG0925  ___________________________________________________________________
 EG0925  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG0925  DYNAMIC HT  -         146.133 (meters)     479.44  (feet)  COMP
 EG0925  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EG0925
 EG0925  VERT ORDER  -  SECOND    CLASS 0
 EG0925
 EG0925.The horizontal coordinates were scaled from a topographic map and have
 EG0925.an estimated accuracy of +/- 6 seconds.
 EG0925
 EG0925.The orthometric height was determined by differential leveling
 EG0925.and adjusted in June 1991.
 EG0925
 EG0925.The geoid height was determined by GEOID03.
 EG0925
 EG0925.The dynamic height is computed by dividing the NAVD 88
 EG0925.geopotential number by the normal gravity value computed on the
 EG0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0925.degrees latitude (g = 980.6199 gals.).
 EG0925
 EG0925.The modeled gravity was interpolated from observed gravity values.
 EG0925
 EG0925;                    North         East    Units  Estimated Accuracy
 EG0925;SPC MS E     -   587,320.      291,660.      MT  (+/- 180 meters Scaled)
 EG0925
 EG0925                          SUPERSEDED SURVEY CONTROL
 EG0925
 EG0925  NGVD 29 (??/??/92)  146.239  (m)          479.79   (f) ADJ UNCH    2 0
 EG0925
 EG0925.Superseded values are not recommended for survey control.
 EG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0925.See file dsdata.txt to determine how the superseded data were derived.
 EG0925
 EG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD239521(NAD 83)
 EG0925_MARKER: DB = BENCH MARK DISK
 EG0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0925_STAMPING: H 41 1934
 EG0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0925+STABILITY: SURFACE MOTION
 EG0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0925+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 EG0925
 EG0925  HISTORY     - Date     Condition        Report By
 EG0925  HISTORY     - 1934     MONUMENTED       CGS
 EG0925  HISTORY     - 1962     GOOD             MSHD
 EG0925  HISTORY     - 1979     GOOD             MSHD
 EG0925  HISTORY     - 20031002 GOOD             USACE
 EG0925  HISTORY     - 20031125 MARK NOT FOUND   INDIV
 EG0925
 EG0925                          STATION DESCRIPTION
 EG0925
 EG0925'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0925'19.3 MI S FROM MIDDLETON.
 EG0925'FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 4 AT RIPLEY, GO NORTH ON
 EG0925'HIGHWAY 15 FOR 20.1 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT,
 EG0925'EAST, AND GO 0.25 MILE TO THE RAILROAD AND THE MARK ON THE LEFT.  THE
 EG0925'MARK IS A DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT
 EG0925'IS 14 POLES NORTH OF MILEPOST 349, 70 FEET NORTH OF THE CENTER OF AN
 EG0925'EAST-WEST ROAD, 33 FEET EAST OF THE CENTER OF THE TRACK, 1.0 FOOT
 EG0925'SOUTH OF A TELEPHONE POLE, 4 FEET BELOW THE LEVEL OF THE TRACK AND
 EG0925'FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF
 EG0925'THE MARK.
 EG0925
 EG0925                          STATION RECOVERY (1979)
 EG0925
 EG0925'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0925'THE MARK IS LOCATED 3.3 MILES NORTHEAST OF RIPLEY IN THE NORTHEAST
 EG0925'ANGLE OF A RAILROAD CROSSING, 5.7 MILES SOUTH OF FALKNER IN THE
 EG0925'SOUTHWEST 1/4 OF SECTION 31, T 3S, R 4E. IT IS 70 FEET NORTH OF THE
 EG0925'CENTER OF A PAVED ROAD, 51 FEET NORTHEAST OF THE CENTER OF A RAILROAD
 EG0925'CROSSING, 28 FEET EAST OF THE EAST RAIL, 1 FOOT SOUTH OF A TELEPHONE
 EG0925'POLE, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND
 EG0925'CONCRETE POST ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS
 EG0925'FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15
 EG0925'AND STATE HIGHWAY 41 LEADING WEST IN RIPLEY GO NORTH ON STATE HIGHWAY
 EG0925'15 FOR 3.5 MILES TO A CROSSROAD. TURN RIGHT AND GO EAST ON A PAVED
 EG0925'ROAD FOR 0.3 MILE TO THE CROSSING AND THE MARK ON THE LEFT.
 EG0925
 EG0925                          STATION RECOVERY (2003)
 EG0925
 EG0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0925'RECOVERED IN GOOD CONDITION.
 EG0925
 EG0925                          STATION RECOVERY (2003)
 EG0925
 EG0925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 EG0925'THERE HAS BEEN ROADWORK DONE IN THE AREA. I BELIEVE THAT THE MARKER
 EG0925'WAS TORN OUT BY CONSTRUCTION CREWS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1064 ***********************************************************************
 EG1064  DESIGNATION -  H 42
 EG1064  PID         -  EG1064
 EG1064  STATE/COUNTY-  MS/PONTOTOC
 EG1064  USGS QUAD   -  SOUTHWEST PONTOTOC (1972)
 EG1064
 EG1064                         *CURRENT SURVEY CONTROL
 EG1064  ___________________________________________________________________
 EG1064* NAD 83(1986)-  34 08 22.     (N)    089 01 41.     (W)     SCALED    
 EG1064* NAVD 88     -       123.630  (meters)     405.61   (feet)  ADJUSTED  
 EG1064  ___________________________________________________________________
 EG1064  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG1064  DYNAMIC HT  -         123.505 (meters)     405.20  (feet)  COMP
 EG1064  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 EG1064
 EG1064  VERT ORDER  -  SECOND    CLASS 0
 EG1064
 EG1064.The horizontal coordinates were scaled from a topographic map and have
 EG1064.an estimated accuracy of +/- 6 seconds.
 EG1064
 EG1064.The orthometric height was determined by differential leveling
 EG1064.and adjusted in June 1991.
 EG1064
 EG1064.The geoid height was determined by GEOID03.
 EG1064
 EG1064.The dynamic height is computed by dividing the NAVD 88
 EG1064.geopotential number by the normal gravity value computed on the
 EG1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1064.degrees latitude (g = 980.6199 gals.).
 EG1064
 EG1064.The modeled gravity was interpolated from observed gravity values.
 EG1064
 EG1064;                    North         East    Units  Estimated Accuracy
 EG1064;SPC MS E     -   514,430.      282,040.      MT  (+/- 180 meters Scaled)
 EG1064
 EG1064                          SUPERSEDED SURVEY CONTROL
 EG1064
 EG1064  NGVD 29 (??/??/92)  123.573  (m)          405.42   (f) ADJ UNCH    2 0
 EG1064
 EG1064.Superseded values are not recommended for survey control.
 EG1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1064.See file dsdata.txt to determine how the superseded data were derived.
 EG1064
 EG1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC130794(NAD 83)
 EG1064_MARKER: DB = BENCH MARK DISK
 EG1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1064_STAMPING: H 42 1935
 EG1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1064+STABILITY: SURFACE MOTION
 EG1064
 EG1064  HISTORY     - Date     Condition        Report By
 EG1064  HISTORY     - 1935     MONUMENTED       CGS
 EG1064  HISTORY     - 1962     GOOD             MSHD
 EG1064  HISTORY     - 1976     GOOD             MSHD
 EG1064
 EG1064                          STATION DESCRIPTION
 EG1064
 EG1064'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1064'8.0 MI S FROM PONTOTOC.
 EG1064'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 15 AT THE
 EG1064'SOUTHSIDE OF PONTOTOC, GO SOUTH ON HIGHWAY 15 FOR 6.1 MILES TO A
 EG1064'GRAVEL ROAD ON THE RIGHT, TURN RIGHT, WEST, AND GO 1.5 MILES TO THE
 EG1064'RAILROAD AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE TOP
 EG1064'OF A 12-INCH ROUND CONCRETE POST.  IT IS 40 FEET EAST OF THE EAST
 EG1064'RAIL, 17 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 11 FEET WEST OF A
 EG1064'RAILROAD CROSSING SIGN, ABOUT LEVEL WITH THE GRAVEL ROAD AND PROJECTS
 EG1064'3 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
 EG1064
 EG1064                          STATION RECOVERY (1976)
 EG1064
 EG1064'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG1064'THE MARK IS LOCATED 7 MILES NORTH OF HOULKA IN THE NORTHEAST ANGLE OF
 EG1064'A RAILROAD CROSSING, 7.8 MILES SOUTH OF PONTOTOC NEAR THE CENTER OF
 EG1064'SECTION 7, T 11S, R 3E. IT IS 62.5 FEET SOUTH OF POWER POLE NO. 28,
 EG1064'52.5 FEET SOUTHEAST OF A TELEPHONE POLE, 40.5 FEET EAST OF THE EAST
 EG1064'RAIL, 19 FEET NORTH OF THE CENTER OF A PAVED ROAD, 3 FEET SOUTH OF A
 EG1064'FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF
 EG1064'A ROUND CONCRETE POST ABOUT LEVEL WITH THE TRACK AND PROJECTS 6
 EG1064'INCHES. TO REACH FROM THE POST OFFICE IN PONTOTOC, GO SOUTH ON MAIN
 EG1064'STREET (STATE HIGHWAY 41) FOR 1.75 MILES TO THE JUNCTION OF STATE
 EG1064'HIGHWAY 15. CONTINUE SOUTH ON STATE HIGHWAY 15 FOR 6.15 MILES TO A
 EG1064'CROSSROAD. TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1.5 MILES TO
 EG1064'THE RAILROAD CROSSING AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1134 ***********************************************************************
 DJ1134  DESIGNATION -  H 43
 DJ1134  PID         -  DJ1134
 DJ1134  STATE/COUNTY-  MS/CHICKASAW
 DJ1134  USGS QUAD   -  HOUSTON WEST (1972)
 DJ1134
 DJ1134                         *CURRENT SURVEY CONTROL
 DJ1134  ___________________________________________________________________
 DJ1134* NAD 83(1986)-  33 53 55.     (N)    089 00 12.     (W)     SCALED    
 DJ1134* NAVD 88     -       100.986  (meters)     331.32   (feet)  ADJUSTED  
 DJ1134  ___________________________________________________________________
 DJ1134  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DJ1134  DYNAMIC HT  -         100.882 (meters)     330.98  (feet)  COMP
 DJ1134  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DJ1134
 DJ1134  VERT ORDER  -  SECOND    CLASS 0
 DJ1134
 DJ1134.The horizontal coordinates were scaled from a topographic map and have
 DJ1134.an estimated accuracy of +/- 6 seconds.
 DJ1134
 DJ1134.The orthometric height was determined by differential leveling
 DJ1134.and adjusted in June 1991.
 DJ1134
 DJ1134.The geoid height was determined by GEOID03.
 DJ1134
 DJ1134.The dynamic height is computed by dividing the NAVD 88
 DJ1134.geopotential number by the normal gravity value computed on the
 DJ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1134.degrees latitude (g = 980.6199 gals.).
 DJ1134
 DJ1134.The modeled gravity was interpolated from observed gravity values.
 DJ1134
 DJ1134;                    North         East    Units  Estimated Accuracy
 DJ1134;SPC MS E     -   487,720.      284,280.      MT  (+/- 180 meters Scaled)
 DJ1134
 DJ1134                          SUPERSEDED SURVEY CONTROL
 DJ1134
 DJ1134  NGVD 29 (??/??/92)  100.930  (m)          331.13   (f) ADJ UNCH    2 0
 DJ1134
 DJ1134.Superseded values are not recommended for survey control.
 DJ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1134.See file dsdata.txt to determine how the superseded data were derived.
 DJ1134
 DJ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC147527(NAD 83)
 DJ1134_MARKER: DB = BENCH MARK DISK
 DJ1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1134_STAMPING: H 43 1935
 DJ1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1134+STABILITY: SURFACE MOTION
 DJ1134
 DJ1134  HISTORY     - Date     Condition        Report By
 DJ1134  HISTORY     - 1935     MONUMENTED       CGS
 DJ1134  HISTORY     - 1962     MARK NOT FOUND   MSHD
 DJ1134  HISTORY     - 1972     MARK NOT FOUND   USGS
 DJ1134  HISTORY     - 1978     MARK NOT FOUND   MSHD
 DJ1134
 DJ1134                          STATION DESCRIPTION
 DJ1134
 DJ1134'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 DJ1134'IN HOUSTON.
 DJ1134'AT HOUSTON, CHICKASAW COUNTY, 120 FEET SOUTHWEST OF THE FORMER SITE OF
 DJ1134'THE OKOLONA, HOUSTON AND CALHOUN CITY RAILWAY STATION, 23 FEET
 DJ1134'NORTHWEST OF THE CENTERLINE OF THE OLD ROADBED AND 1 FOOT SOUTHEAST OF
 DJ1134'A FENCE CORNER.  A STANDARD DISK, STAMPED H 43 1935 AND SET IN THE TOP
 DJ1134'OF A CONCRETE POST.
 DJ1134
 DJ1134                          STATION RECOVERY (1972)
 DJ1134
 DJ1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DJ1134'MARK NOT FOUND.
 DJ1134
 DJ1134                          STATION RECOVERY (1978)
 DJ1134
 DJ1134'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 DJ1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0133 ***********************************************************************
 DK0133  DESIGNATION -  H 45
 DK0133  PID         -  DK0133
 DK0133  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0133  USGS QUAD   -  TIPPO (1981)
 DK0133
 DK0133                         *CURRENT SURVEY CONTROL
 DK0133  ___________________________________________________________________
 DK0133* NAD 83(1986)-  33 57 12.     (N)    090 10 09.     (W)     SCALED    
 DK0133* NAVD 88     -        45.803  (meters)     150.27   (feet)  ADJUSTED  
 DK0133  ___________________________________________________________________
 DK0133  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DK0133  DYNAMIC HT  -          45.758 (meters)     150.12  (feet)  COMP
 DK0133  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 DK0133
 DK0133  VERT ORDER  -  SECOND    CLASS 0
 DK0133
 DK0133.The horizontal coordinates were scaled from a topographic map and have
 DK0133.an estimated accuracy of +/- 6 seconds.
 DK0133
 DK0133.The orthometric height was determined by differential leveling
 DK0133.and adjusted in June 1991.
 DK0133
 DK0133.The geoid height was determined by GEOID03.
 DK0133
 DK0133.The dynamic height is computed by dividing the NAVD 88
 DK0133.geopotential number by the normal gravity value computed on the
 DK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0133.degrees latitude (g = 980.6199 gals.).
 DK0133
 DK0133.The modeled gravity was interpolated from observed gravity values.
 DK0133
 DK0133;                    North         East    Units  Estimated Accuracy
 DK0133;SPC MS W     -   493,780.      715,170.      MT  (+/- 180 meters Scaled)
 DK0133
 DK0133                          SUPERSEDED SURVEY CONTROL
 DK0133
 DK0133  NGVD 29 (??/??/??)   45.867  (m)          150.48   (f) ADJUSTED    2 0
 DK0133
 DK0133.Superseded values are not recommended for survey control.
 DK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0133.See file dsdata.txt to determine how the superseded data were derived.
 DK0133
 DK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT616605(NAD 83)
 DK0133_MARKER: DB = BENCH MARK DISK
 DK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0133_STAMPING: H 45 1935
 DK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0133+STABILITY: SURFACE MOTION
 DK0133
 DK0133  HISTORY     - Date     Condition        Report By
 DK0133  HISTORY     - 1935     MONUMENTED       CGS
 DK0133  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0133  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0133
 DK0133                          STATION DESCRIPTION
 DK0133
 DK0133'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0133'8.1 MI SW FROM CHARLESTON.
 DK0133'THE MARK IS LOCATED 8.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 DK0133'RAILROAD FROM THE STATION AT CHARLESTON, TALLAHATCHIE COUNTY, 45 FEET
 DK0133'EAST OF MILEPOST 18, 43 FEET WEST OF THE CENTER LINE OF A NORTH AND
 DK0133'SOUTH ROAD, AND 30 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 DK0133'STANDARD DISK, STAMPED H 45 1935 AND SET IN THE TOP OF A CONCRETE
 DK0133'POST.  NOTE-- THE RAILROAD TRACK MENTIONED IN THE PREVIOUS DESCRIPTION
 DK0133'NO LONGER EXISTS.
 DK0133
 DK0133                          STATION RECOVERY (1978)
 DK0133
 DK0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0596 ***********************************************************************
 EH0596  DESIGNATION -  H 46
 EH0596  PID         -  EH0596
 EH0596  STATE/COUNTY-  MS/BOLIVAR
 EH0596  USGS QUAD   -  DUNCAN (1967)
 EH0596
 EH0596                         *CURRENT SURVEY CONTROL
 EH0596  ___________________________________________________________________
 EH0596* NAD 83(1986)-  34 04 58.     (N)    090 43 31.     (W)     SCALED    
 EH0596* NAVD 88     -        47.395  (meters)     155.50   (feet)  ADJUSTED  
 EH0596  ___________________________________________________________________
 EH0596  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0596  DYNAMIC HT  -          47.348 (meters)     155.34  (feet)  COMP
 EH0596  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 EH0596
 EH0596  VERT ORDER  -  SECOND    CLASS 0
 EH0596
 EH0596.The horizontal coordinates were scaled from a topographic map and have
 EH0596.an estimated accuracy of +/- 6 seconds.
 EH0596
 EH0596.The orthometric height was determined by differential leveling
 EH0596.and adjusted in June 1991.
 EH0596
 EH0596.The geoid height was determined by GEOID03.
 EH0596
 EH0596.The dynamic height is computed by dividing the NAVD 88
 EH0596.geopotential number by the normal gravity value computed on the
 EH0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0596.degrees latitude (g = 980.6199 gals.).
 EH0596
 EH0596.The modeled gravity was interpolated from observed gravity values.
 EH0596
 EH0596;                    North         East    Units  Estimated Accuracy
 EH0596;SPC MS W     -   508,200.      663,830.      MT  (+/- 180 meters Scaled)
 EH0596
 EH0596                          SUPERSEDED SURVEY CONTROL
 EH0596
 EH0596  NGVD 29 (??/??/??)   47.489  (m)          155.80   (f) ADJUSTED    2 0
 EH0596
 EH0596.Superseded values are not recommended for survey control.
 EH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0596.See file dsdata.txt to determine how the superseded data were derived.
 EH0596
 EH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT098736(NAD 83)
 EH0596_MARKER: DB = BENCH MARK DISK
 EH0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0596_STAMPING: H 46 1935
 EH0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0596+STABILITY: SURFACE MOTION
 EH0596
 EH0596  HISTORY     - Date     Condition        Report By
 EH0596  HISTORY     - 1935     MONUMENTED       CGS
 EH0596  HISTORY     - 1957     MARK NOT FOUND   CGS
 EH0596
 EH0596                          STATION DESCRIPTION
 EH0596
 EH0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EH0596'12.6 MI SW FROM CLARKSDALE.
 EH0596'IN BOLIVAR COUNTY, 12.6 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 EH0596'RAILROAD FROM THE POST OFFICE AT CLARKSDALE, COAHOMA COUNTY, 0.1 MILE
 EH0596'NORTH OF MILEPOST 89, 75 FEET EAST OF TELEPHONE POLE 3794, AND 45 FEET
 EH0596'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 46
 EH0596'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0424 ***********************************************************************
 DK0424  DESIGNATION -  H 47
 DK0424  PID         -  DK0424
 DK0424  STATE/COUNTY-  MS/WASHINGTON
 DK0424  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0424
 DK0424                         *CURRENT SURVEY CONTROL
 DK0424  ___________________________________________________________________
 DK0424* NAD 83(1986)-  33 28 15.     (N)    090 50 54.     (W)     SCALED    
 DK0424* NAVD 88     -        37.038  (meters)     121.52   (feet)  ADJUSTED  
 DK0424  ___________________________________________________________________
 DK0424  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0424  DYNAMIC HT  -          36.999 (meters)     121.39  (feet)  COMP
 DK0424  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DK0424
 DK0424  VERT ORDER  -  SECOND    CLASS 0
 DK0424
 DK0424.The horizontal coordinates were scaled from a topographic map and have
 DK0424.an estimated accuracy of +/- 6 seconds.
 DK0424
 DK0424.The orthometric height was determined by differential leveling
 DK0424.and adjusted in June 1991.
 DK0424.WARNING-Repeat measurements at this control monument indicate possible
 DK0424.vertical movement.
 DK0424
 DK0424.The geoid height was determined by GEOID03.
 DK0424
 DK0424.The dynamic height is computed by dividing the NAVD 88
 DK0424.geopotential number by the normal gravity value computed on the
 DK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0424.degrees latitude (g = 980.6199 gals.).
 DK0424
 DK0424.The modeled gravity was interpolated from observed gravity values.
 DK0424
 DK0424;                    North         East    Units  Estimated Accuracy
 DK0424;SPC MS W     -   440,380.      652,130.      MT  (+/- 180 meters Scaled)
 DK0424
 DK0424                          SUPERSEDED SURVEY CONTROL
 DK0424
 DK0424  NGVD 29 (??/??/??)   37.103  (m)          121.73   (f) ADJUSTED    2 0
 DK0424
 DK0424.Superseded values are not recommended for survey control.
 DK0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0424.See file dsdata.txt to determine how the superseded data were derived.
 DK0424
 DK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT999055(NAD 83)
 DK0424_MARKER: DB = BENCH MARK DISK
 DK0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0424_STAMPING: H 47 1935
 DK0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0424+STABILITY: SURFACE MOTION
 DK0424
 DK0424  HISTORY     - Date     Condition        Report By
 DK0424  HISTORY     - 1935     MONUMENTED       CGS
 DK0424  HISTORY     - 1975     GOOD             MSHD
 DK0424
 DK0424                          STATION DESCRIPTION
 DK0424
 DK0424'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DK0424'5.5 MI NE FROM LELAND.
 DK0424'THE MARK IS LOCATED 5.5 MILES NORTHEAST OF LELAND IN THE NORTHWEST
 DK0424'ANGLE OF THE CROSSING THE I.C.R.R. TRACK WITH A BLACK TOP ROAD, 4.35
 DK0424'MILES SOUTHWEST ALONG THE RAILROAD TRACK FROM THE WASHINGTON-BOLIVAR
 DK0424'COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION 30, T 19N, R 6W.  IT IS
 DK0424'467 FEET WEST OF THE CENTER OF HIGHWAY 61, 36 FEET WEST OF THE WEST
 DK0424'RAIL, 22 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 44.5 FEET
 DK0424'NORTHWEST OF THE CENTER OF THE CROSSING, 37.5 FEET NORTH OF A RAILROAD
 DK0424'STOP SIGN, 90.5 FEET EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 DK0424'AND GUY WIRES, 1 FOOT NORTHWEST OF A METAL WITNESS POST SET IN THE TOP
 DK0424'OF A ROUND CONCRETE POST ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK AND
 DK0424'PROJECTS 3 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN LELAND GO
 DK0424'NORTHEAST ON BROAD STREET (OLD HIGHWAY 61) FOR 5.5 MILES TO A SIDE
 DK0424'ROAD LEFT ON THE SOUTH SIDE OF A COTTON GIN. TURN LEFT AND GO WEST ON
 DK0424'A BLACK TOP ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT JUST BEYOND THE
 DK0424'CROSSING ON THE I.C.R.R. TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0075 ***********************************************************************
 CP0075  DESIGNATION -  H 49
 CP0075  PID         -  CP0075
 CP0075  STATE/COUNTY-  MS/YAZOO
 CP0075  USGS QUAD   -  CARTER (1988)
 CP0075
 CP0075                         *CURRENT SURVEY CONTROL
 CP0075  ___________________________________________________________________
 CP0075* NAD 83(1986)-  32 55 34.     (N)    090 24 28.     (W)     SCALED    
 CP0075* NAVD 88     -        31.529  (meters)     103.44   (feet)  ADJUSTED  
 CP0075  ___________________________________________________________________
 CP0075  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CP0075  DYNAMIC HT  -          31.494 (meters)     103.33  (feet)  COMP
 CP0075  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CP0075
 CP0075  VERT ORDER  -  SECOND    CLASS 0
 CP0075
 CP0075.The horizontal coordinates were scaled from a topographic map and have
 CP0075.an estimated accuracy of +/- 6 seconds.
 CP0075
 CP0075.The orthometric height was determined by differential leveling
 CP0075.and adjusted in June 1991.
 CP0075
 CP0075.The geoid height was determined by GEOID03.
 CP0075
 CP0075.The dynamic height is computed by dividing the NAVD 88
 CP0075.geopotential number by the normal gravity value computed on the
 CP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0075.degrees latitude (g = 980.6199 gals.).
 CP0075
 CP0075.The modeled gravity was interpolated from observed gravity values.
 CP0075
 CP0075;                    North         East    Units  Estimated Accuracy
 CP0075;SPC MS W     -   379,850.      693,040.      MT  (+/- 180 meters Scaled)
 CP0075
 CP0075                          SUPERSEDED SURVEY CONTROL
 CP0075
 CP0075  NGVD 29 (??/??/92)   31.617  (m)          103.73   (f) ADJ UNCH    2 0
 CP0075
 CP0075.Superseded values are not recommended for survey control.
 CP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0075.See file dsdata.txt to determine how the superseded data were derived.
 CP0075
 CP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS423460(NAD 83)
 CP0075_MARKER: DB = BENCH MARK DISK
 CP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0075_STAMPING: H 49 (1935)
 CP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0075+STABILITY: SURFACE MOTION
 CP0075
 CP0075  HISTORY     - Date     Condition        Report By
 CP0075  HISTORY     - 1935     MONUMENTED       CGS
 CP0075  HISTORY     - 1966     GOOD             MSHD
 CP0075
 CP0075                          STATION DESCRIPTION
 CP0075
 CP0075'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0075'8.4 MI N FROM YAZOO CITY.
 CP0075'TO REACH FROM THE YAZOO COUNTY COURTHOUSE IN YAZOO CITY GO WEST ON
 CP0075'U.S. HIGHWAY 49 WEST FOR 1.25 MILES TO THE INTERSECTION OF MISSISSIPPI
 CP0075'HIGHWAY 3, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 3 FOR 0.1 MILE
 CP0075'TO A SIDE ROAD LEFT, TURN LEFT (NORTHWEST) AND CONTINUE ON AN
 CP0075'ALL-WEATHER ROAD FOR 0.3 MILE TO A LEVEE FOLLOWING THE EAST SIDE OF
 CP0075'THE YAZOO RIVER, TURN RIGHT (NORTH) AND CONTINUE ON OR NEAR THE LEVEE
 CP0075'FOR 6.75 MILES TO THE ILLINOIS CENTRAL RAILROAD TRACK AND THE MARK ON
 CP0075'THE RIGHT AS DESCRIBED.  IT IS 420 FEET SOUTH OF THE SOUTH END OF THE
 CP0075'YAZOO RIVER BRIDGE, 85 FEET SOUTH OF THE CENTER OF THE LEVEE, 46.5
 CP0075'FEET WEST OF THE WEST RAIL, 21 FEET NORTH OF TELEPHONE POLE, AND 1.9
 CP0075'FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0982 ***********************************************************************
 BV0982  DESIGNATION -  H 5 USGS
 BV0982  PID         -  BV0982
 BV0982  STATE/COUNTY-  MS/SIMPSON
 BV0982  USGS QUAD   -  MENDENHALL EAST (1970)
 BV0982
 BV0982                         *CURRENT SURVEY CONTROL
 BV0982  ___________________________________________________________________
 BV0982* NAD 83(1986)-  31 57 40.     (N)    089 52 23.     (W)     SCALED    
 BV0982* NAVD 88     -       110.68   (+/-2cm)     363.1    (feet)  VERTCON   
 BV0982  ___________________________________________________________________
 BV0982  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BV0982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0982
 BV0982.The horizontal coordinates were scaled from a topographic map and have
 BV0982.an estimated accuracy of +/- 6 seconds.
 BV0982
 BV0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0982.The vertical order pertains to the NGVD 29 superseded value.
 BV0982
 BV0982.The geoid height was determined by GEOID03.
 BV0982
 BV0982;                    North         East    Units  Estimated Accuracy
 BV0982;SPC MS W     -   272,930.      743,510.      MT  (+/- 180 meters Scaled)
 BV0982
 BV0982                          SUPERSEDED SURVEY CONTROL
 BV0982
 BV0982  NGVD 29 (??/??/92)  110.684  (m)          363.14   (f) ADJ UNCH    2 0
 BV0982
 BV0982.Superseded values are not recommended for survey control.
 BV0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0982.See file dsdata.txt to determine how the superseded data were derived.
 BV0982
 BV0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA284397(NAD 83)
 BV0982_MARKER: DB = BENCH MARK DISK
 BV0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0982_SP_SET: CONCRETE BANISTER
 BV0982_STAMPING: 363.138 H5 1923 MISS
 BV0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0982
 BV0982  HISTORY     - Date     Condition        Report By
 BV0982  HISTORY     - 1923     MONUMENTED       USGS
 BV0982  HISTORY     - 1967     GOOD             MSHD
 BV0982
 BV0982                          STATION DESCRIPTION
 BV0982
 BV0982'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0982'IN MENDENHALL.
 BV0982'LOCATED IN THE WEST CONCRETE BANISTER AT THE SOUTH ENTRANCE TO THE
 BV0982'SIMPSON COUNTY COURTHOUSE APPROXIMATELY 0.1 MILE NORTH OF OLD U.S.
 BV0982'HIGHWAY 49 AND IS 8 FEET WEST OF THE CENTER OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0881 ***********************************************************************
 CP0881  DESIGNATION -  H 50
 CP0881  PID         -  CP0881
 CP0881  STATE/COUNTY-  MS/HUMPHREYS
 CP0881  USGS QUAD   -  LOUISE (1988)
 CP0881
 CP0881                         *CURRENT SURVEY CONTROL
 CP0881  ___________________________________________________________________
 CP0881* NAD 83(1986)-  32 59 36.     (N)    090 35 18.     (W)     SCALED    
 CP0881* NAVD 88     -        30.986  (meters)     101.66   (feet)  ADJUSTED  
 CP0881  ___________________________________________________________________
 CP0881  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CP0881  DYNAMIC HT  -          30.953 (meters)     101.55  (feet)  COMP
 CP0881  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 CP0881
 CP0881  VERT ORDER  -  SECOND    CLASS 0
 CP0881
 CP0881.The horizontal coordinates were scaled from a topographic map and have
 CP0881.an estimated accuracy of +/- 6 seconds.
 CP0881
 CP0881.The orthometric height was determined by differential leveling
 CP0881.and adjusted in June 1991.
 CP0881
 CP0881.The geoid height was determined by GEOID03.
 CP0881
 CP0881.The dynamic height is computed by dividing the NAVD 88
 CP0881.geopotential number by the normal gravity value computed on the
 CP0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0881.degrees latitude (g = 980.6199 gals.).
 CP0881
 CP0881.The modeled gravity was interpolated from observed gravity values.
 CP0881
 CP0881;                    North         East    Units  Estimated Accuracy
 CP0881;SPC MS W     -   387,330.      676,170.      MT  (+/- 180 meters Scaled)
 CP0881
 CP0881                          SUPERSEDED SURVEY CONTROL
 CP0881
 CP0881  NGVD 29 (??/??/92)   31.063  (m)          101.91   (f) ADJ UNCH    2 0
 CP0881
 CP0881.Superseded values are not recommended for survey control.
 CP0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0881.See file dsdata.txt to determine how the superseded data were derived.
 CP0881
 CP0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS253531(NAD 83)
 CP0881_MARKER: DB = BENCH MARK DISK
 CP0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0881_STAMPING: H-50 1935
 CP0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0881+STABILITY: SURFACE MOTION
 CP0881
 CP0881  HISTORY     - Date     Condition        Report By
 CP0881  HISTORY     - 1935     MONUMENTED       CGS
 CP0881  HISTORY     - 1974     MARK NOT FOUND   MSHD
 CP0881
 CP0881                          STATION DESCRIPTION
 CP0881
 CP0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP0881'9.8 MI SW FROM SILVER CITY.
 CP0881'9.8 MILES SOUTHWEST OF Y AND M V RR DEPOT AT SILVER CITY.  240 FEET
 CP0881'SOUTH OF MILE POST M173.  27 FEET EAST OF CENTERLINE OF YAZOO AND
 CP0881'MISSISSIPPI VALLEY RAILROAD.  81 FEET WEST OF CENTERLINE OF U. S.
 CP0881'HIGHWAY 49W.  4 FEET BELOW LEVEL OF RAILS.
 CP0881
 CP0881                          STATION RECOVERY (1974)
 CP0881
 CP0881'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 CP0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0178 ***********************************************************************
 CP0178  DESIGNATION -  H 51
 CP0178  PID         -  CP0178
 CP0178  STATE/COUNTY-  MS/YAZOO
 CP0178  USGS QUAD   -  LINWOOD (1964)
 CP0178
 CP0178                         *CURRENT SURVEY CONTROL
 CP0178  ___________________________________________________________________
 CP0178* NAD 83(1986)-  32 46 51.     (N)    090 11 47.     (W)     SCALED    
 CP0178* NAVD 88     -        79.856  (meters)     261.99   (feet)  ADJUSTED  
 CP0178  ___________________________________________________________________
 CP0178  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CP0178  DYNAMIC HT  -          79.766 (meters)     261.70  (feet)  COMP
 CP0178  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 CP0178
 CP0178  VERT ORDER  -  SECOND    CLASS 0
 CP0178
 CP0178.The horizontal coordinates were scaled from a topographic map and have
 CP0178.an estimated accuracy of +/- 6 seconds.
 CP0178
 CP0178.The orthometric height was determined by differential leveling
 CP0178.and adjusted in June 1991.
 CP0178
 CP0178.The geoid height was determined by GEOID03.
 CP0178
 CP0178.The dynamic height is computed by dividing the NAVD 88
 CP0178.geopotential number by the normal gravity value computed on the
 CP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0178.degrees latitude (g = 980.6199 gals.).
 CP0178
 CP0178.The modeled gravity was interpolated from observed gravity values.
 CP0178
 CP0178;                    North         East    Units  Estimated Accuracy
 CP0178;SPC MS W     -   363,740.      712,830.      MT  (+/- 180 meters Scaled)
 CP0178
 CP0178                          SUPERSEDED SURVEY CONTROL
 CP0178
 CP0178  NGVD 29 (??/??/92)   79.932  (m)          262.24   (f) ADJ UNCH    2 0
 CP0178
 CP0178.Superseded values are not recommended for survey control.
 CP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0178.See file dsdata.txt to determine how the superseded data were derived.
 CP0178
 CP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS625304(NAD 83)
 CP0178_MARKER: DB = BENCH MARK DISK
 CP0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0178_STAMPING: H 51 1935
 CP0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0178+STABILITY: SURFACE MOTION
 CP0178
 CP0178  HISTORY     - Date     Condition        Report By
 CP0178  HISTORY     - 1935     MONUMENTED       CGS
 CP0178  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0178
 CP0178                          STATION DESCRIPTION
 CP0178
 CP0178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0178'14.7 MI E FROM YAZOO CITY.
 CP0178'LOCATED ABOUT 14.7 MILES EAST ALONG MISSISSIPPI VALLEY RAILROAD
 CP0178'STATION AT YAZOO CITY, ABOUT 70 FEET NORTHEAST OF THE CENTER OF THE
 CP0178'JUNCTION OF A ROAD LEADING SOUTHEAST, ABOUT 115 FEET NORTHWEST OF A
 CP0178'SMALL FRAME STORE, AND 40 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 CP0178'NOTE-- RESIDENTS IN THE AREA REPORTED THE MARK WAS DESTROYED WHEN THE
 CP0178'HIGHWAY WAS WIDENED.  THE YAZOO AND MISSISSIPPI VALLEY RAILROAD IS NOW
 CP0178'THE ILLINOIS CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1363 ***********************************************************************
 DJ1363  DESIGNATION -  H 53
 DJ1363  PID         -  DJ1363
 DJ1363  STATE/COUNTY-  MS/CARROLL
 DJ1363  USGS QUAD   -  VAIDEN (1966)
 DJ1363
 DJ1363                         *CURRENT SURVEY CONTROL
 DJ1363  ___________________________________________________________________
 DJ1363* NAD 83(1986)-  33 16 35.     (N)    089 44 09.     (W)     SCALED    
 DJ1363* NAVD 88     -        90.953  (meters)     298.40   (feet)  ADJUSTED  
 DJ1363  ___________________________________________________________________
 DJ1363  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DJ1363  DYNAMIC HT  -          90.855 (meters)     298.08  (feet)  COMP
 DJ1363  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DJ1363
 DJ1363  VERT ORDER  -  SECOND    CLASS 0
 DJ1363
 DJ1363.The horizontal coordinates were scaled from a topographic map and have
 DJ1363.an estimated accuracy of +/- 6 seconds.
 DJ1363
 DJ1363.The orthometric height was determined by differential leveling
 DJ1363.and adjusted in June 1991.
 DJ1363
 DJ1363.The geoid height was determined by GEOID03.
 DJ1363
 DJ1363.The dynamic height is computed by dividing the NAVD 88
 DJ1363.geopotential number by the normal gravity value computed on the
 DJ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1363.degrees latitude (g = 980.6199 gals.).
 DJ1363
 DJ1363.The modeled gravity was interpolated from observed gravity values.
 DJ1363
 DJ1363;                    North         East    Units  Estimated Accuracy
 DJ1363;SPC MS W     -   418,850.      755,660.      MT  (+/- 180 meters Scaled)
 DJ1363
 DJ1363                          SUPERSEDED SURVEY CONTROL
 DJ1363
 DJ1363  NGVD 29 (??/??/92)   90.970  (m)          298.46   (f) ADJ UNCH    2 0
 DJ1363
 DJ1363.Superseded values are not recommended for survey control.
 DJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1363.See file dsdata.txt to determine how the superseded data were derived.
 DJ1363
 DJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB451852(NAD 83)
 DJ1363_MARKER: DB = BENCH MARK DISK
 DJ1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1363_STAMPING: H 53 1935
 DJ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1363+STABILITY: SURFACE MOTION
 DJ1363
 DJ1363  HISTORY     - Date     Condition        Report By
 DJ1363  HISTORY     - 1935     MONUMENTED       CGS
 DJ1363  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DJ1363  HISTORY     - 20000301 MARK NOT FOUND   NGS
 DJ1363  HISTORY     - 20000404 MARK NOT FOUND   NGS
 DJ1363
 DJ1363                          STATION DESCRIPTION
 DJ1363
 DJ1363'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1363'6.1 MI N FROM WEST.
 DJ1363'IN CARROLL COUNTY, 6.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 DJ1363'FROM THE STATION AT WEST, HOLMES COUNTY, 36 FEET WEST OF MILEPOST C
 DJ1363'655, 48 FEET WEST OF THE CENTERLINE OF THE TRACK, 42 FEET EAST OF THE
 DJ1363'CENTERLINE OF U.S. HIGHWAY 51, AND 2 FEET EAST OF THE FENCE. A
 DJ1363'STANDARD DISK, STAMPED H 53 1935 AND SET IN THE TOP OF A CONCRETE
 DJ1363'POST.
 DJ1363
 DJ1363                          STATION RECOVERY (2000)
 DJ1363
 DJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1363'NOT RECOVERED.  SITE FOUND.  MARK MAY HAVE BEEN DESTROYED OR BURIED BY
 DJ1363'HIGHWAY RECONSTRUCTION.
 DJ1363
 DJ1363                          STATION RECOVERY (2000)
 DJ1363
 DJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0194 ***********************************************************************
 CP0194  DESIGNATION -  H 54
 CP0194  PID         -  CP0194
 CP0194  STATE/COUNTY-  MS/MADISON
 CP0194  USGS QUAD   -  WAY (1989)
 CP0194
 CP0194                         *CURRENT SURVEY CONTROL
 CP0194  ___________________________________________________________________
 CP0194* NAD 83(1986)-  32 41 44.     (N)    090 01 34.     (W)     SCALED    
 CP0194* NAVD 88     -        83.537  (meters)     274.07   (feet)  ADJUSTED  
 CP0194  ___________________________________________________________________
 CP0194  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CP0194  DYNAMIC HT  -          83.442 (meters)     273.76  (feet)  COMP
 CP0194  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 CP0194
 CP0194  VERT ORDER  -  SECOND    CLASS 0
 CP0194
 CP0194.The horizontal coordinates were scaled from a topographic map and have
 CP0194.an estimated accuracy of +/- 6 seconds.
 CP0194
 CP0194.The orthometric height was determined by differential leveling
 CP0194.and adjusted in June 1991.
 CP0194
 CP0194.The geoid height was determined by GEOID03.
 CP0194
 CP0194.The dynamic height is computed by dividing the NAVD 88
 CP0194.geopotential number by the normal gravity value computed on the
 CP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0194.degrees latitude (g = 980.6199 gals.).
 CP0194
 CP0194.The modeled gravity was interpolated from observed gravity values.
 CP0194
 CP0194;                    North         East    Units  Estimated Accuracy
 CP0194;SPC MS W     -   354,320.      728,810.      MT  (+/- 180 meters Scaled)
 CP0194
 CP0194                          SUPERSEDED SURVEY CONTROL
 CP0194
 CP0194  NGVD 29 (??/??/92)   83.592  (m)          274.25   (f) ADJ UNCH    2 0
 CP0194
 CP0194.Superseded values are not recommended for survey control.
 CP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0194.See file dsdata.txt to determine how the superseded data were derived.
 CP0194
 CP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS788214(NAD 83)
 CP0194_MARKER: DB = BENCH MARK DISK
 CP0194_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0194_STAMPING: H 54 1935
 CP0194_MARK LOGO: CGS   
 CP0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0194+STABILITY: SURFACE MOTION
 CP0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0194+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1989
 CP0194
 CP0194  HISTORY     - Date     Condition        Report By
 CP0194  HISTORY     - 1935     MONUMENTED       CGS
 CP0194  HISTORY     - 1964     GOOD             MSHD
 CP0194  HISTORY     - 19890413 GOOD             MSHD
 CP0194
 CP0194                          STATION DESCRIPTION
 CP0194
 CP0194'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CP0194'5.9 MI NE FROM CANTON.
 CP0194'THE MARK IS LOCATED 5.9 MILES NORTHEAST OF THE ILLINOIS CENTRAL
 CP0194'RAILROAD STATION IN CANTON ALONG THE RAILROAD.  THE MARK IS A DISK SET
 CP0194'IN CEMENT IN A DRILLED HOLE IN THE TOP OF A CONCRETE FOUNDATION, 20
 CP0194'FEET EAST OF BLOCK SIGNAL 699.9 IN THE TOP OF THE SOUTHWEST CORNER OF
 CP0194'THE CONCRETE FOUNDATION.  IT IS 10 FEET EAST OF THE CENTERLINE OF THE
 CP0194'TRACK.
 CP0194
 CP0194                          STATION RECOVERY (1989)
 CP0194
 CP0194'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0194'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND U.S. 51 AT THE
 CP0194'NORTH EDGE OF CANTON, GO NORTH ON U.S. HIGHWAY 51 FOR 7.25 KM
 CP0194'(4.50 MI) TO A CROSSROAD, TURN LEFT AND GO WEST ON DAVIS ROAD FOR 2.25
 CP0194'KM (1.40 MI) TO A RAILROAD CROSSING, THENCE NORTH ALONG THE RAILROAD
 CP0194'TRACK FOR 0.4 KM (0.25 MI) TO THE ABANDONED SIGNAL BASE AND THE MARK
 CP0194'ON THE RIGHT.
 CP0194'IT IS 6.55 M (21.5 FT) SOUTHEAST OF A SQUARE CONCRETE POST PROJECTING
 CP0194'2.44 M (8.0 FT), 2.13 M (7.0 FT) EAST OF THE EAST RAIL SET IN A DRILL
 CP0194'HOLE IN THE TOP OF THE SOUTHWEST CORNER OF AN ABANDONED SIGNAL BLOCK
 CP0194'AND IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0910 ***********************************************************************
 CP0910  DESIGNATION -  H 55
 CP0910  PID         -  CP0910
 CP0910  STATE/COUNTY-  MS/ISSAQUENA
 CP0910  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0910
 CP0910                         *CURRENT SURVEY CONTROL
 CP0910  ___________________________________________________________________
 CP0910* NAD 83(1986)-  32 57 45.     (N)    090 55 58.     (W)     SCALED    
 CP0910* NAVD 88     -        30.874  (meters)     101.29   (feet)  ADJUSTED  
 CP0910  ___________________________________________________________________
 CP0910  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP0910  DYNAMIC HT  -          30.841 (meters)     101.18  (feet)  COMP
 CP0910  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 CP0910
 CP0910  VERT ORDER  -  SECOND    CLASS 0
 CP0910
 CP0910.The horizontal coordinates were scaled from a topographic map and have
 CP0910.an estimated accuracy of +/- 6 seconds.
 CP0910
 CP0910.The orthometric height was determined by differential leveling
 CP0910.and adjusted in June 1991.
 CP0910
 CP0910.The geoid height was determined by GEOID03.
 CP0910
 CP0910.The dynamic height is computed by dividing the NAVD 88
 CP0910.geopotential number by the normal gravity value computed on the
 CP0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0910.degrees latitude (g = 980.6199 gals.).
 CP0910
 CP0910.The modeled gravity was interpolated from observed gravity values.
 CP0910
 CP0910;                    North         East    Units  Estimated Accuracy
 CP0910;SPC MS W     -   384,040.      643,960.      MT  (+/- 180 meters Scaled)
 CP0910
 CP0910                          SUPERSEDED SURVEY CONTROL
 CP0910
 CP0910  NGVD 29 (??/??/92)   30.936  (m)          101.50   (f) ADJ UNCH    2 0
 CP0910
 CP0910.Superseded values are not recommended for survey control.
 CP0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0910.See file dsdata.txt to determine how the superseded data were derived.
 CP0910
 CP0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS932490(NAD 83)
 CP0910_MARKER: DB = BENCH MARK DISK
 CP0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0910_STAMPING: H-55 1935
 CP0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0910+STABILITY: SURFACE MOTION
 CP0910
 CP0910  HISTORY     - Date     Condition        Report By
 CP0910  HISTORY     - 1935     MONUMENTED       CGS
 CP0910  HISTORY     - 1966     MARK NOT FOUND   USGS
 CP0910
 CP0910                          STATION DESCRIPTION
 CP0910
 CP0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP0910'5.7 MI NW FROM ROLLING FORK.
 CP0910'5.7 MILES NORTHWEST OF COURTHOUSE AT ROLLING FORK.  591 FEET NORTH OF
 CP0910'CENTERLINE OF YAZOO AND MISSISSIPPI VALLEY RAILROAD.  600 FEET NORTH
 CP0910'OF MILE POST M185.  30 FEET SOUTH OF ROLLING FORK-GRACE ROAD.
 CP0910
 CP0910                          STATION RECOVERY (1966)
 CP0910
 CP0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CP0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0867 ***********************************************************************
 CP0867  DESIGNATION -  H 56
 CP0867  PID         -  CP0867
 CP0867  STATE/COUNTY-  MS/WARREN
 CP0867  USGS QUAD   -  ELDORADO (1988)
 CP0867
 CP0867                         *CURRENT SURVEY CONTROL
 CP0867  ___________________________________________________________________
 CP0867* NAD 83(1986)-  32 33 03.     (N)    090 43 59.     (W)     SCALED    
 CP0867* NAVD 88     -        34.699  (meters)     113.84   (feet)  ADJUSTED  
 CP0867  ___________________________________________________________________
 CP0867  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0867  DYNAMIC HT  -          34.659 (meters)     113.71  (feet)  COMP
 CP0867  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CP0867
 CP0867  VERT ORDER  -  FIRST     CLASS II
 CP0867
 CP0867.The horizontal coordinates were scaled from a topographic map and have
 CP0867.an estimated accuracy of +/- 6 seconds.
 CP0867
 CP0867.The orthometric height was determined by differential leveling
 CP0867.and adjusted in June 1991.
 CP0867
 CP0867.The geoid height was determined by GEOID03.
 CP0867
 CP0867.The dynamic height is computed by dividing the NAVD 88
 CP0867.geopotential number by the normal gravity value computed on the
 CP0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0867.degrees latitude (g = 980.6199 gals.).
 CP0867
 CP0867.The modeled gravity was interpolated from observed gravity values.
 CP0867
 CP0867;                    North         East    Units  Estimated Accuracy
 CP0867;SPC MS W     -   338,300.      662,460.      MT  (+/- 180 meters Scaled)
 CP0867
 CP0867                          SUPERSEDED SURVEY CONTROL
 CP0867
 CP0867  NGVD 29 (??/??/92)   34.783  (m)          114.12   (f) ADJ UNCH    1 2
 CP0867
 CP0867.Superseded values are not recommended for survey control.
 CP0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0867.See file dsdata.txt to determine how the superseded data were derived.
 CP0867
 CP0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS128037(NAD 83)
 CP0867_MARKER: DB = BENCH MARK DISK
 CP0867_SETTING: 0 = UNSPECIFIED SETTING
 CP0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0867
 CP0867  HISTORY     - Date     Condition        Report By
 CP0867  HISTORY     - UNK      MONUMENTED       CGS
 CP0867  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0867  HISTORY     - 1981     GOOD             LOCSUR
 CP0867
 CP0867                          STATION DESCRIPTION
 CP0867
 CP0867'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0867'7.1 MI NE FROM REDWOOD.
 CP0867'THE MARK IS LOCATED 7.1 MILES NORTHEAST ALONG U.S. HIGHWAY 61 AND
 CP0867'STATE HIGHWAY 3 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT REDWOOD,
 CP0867'90 FEET SOUTH OF A GATE, 31 FEET EAST OF THE CENTER LINE OF THE
 CP0867'HIGHWAY AND 1 FOOT WEST OF A FENCE.
 CP0867
 CP0867                          STATION RECOVERY (1981)
 CP0867
 CP0867'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0834 ***********************************************************************
 BW0834  DESIGNATION -  H 58
 BW0834  PID         -  BW0834
 BW0834  STATE/COUNTY-  MS/JEFFERSON
 BW0834  USGS QUAD   -  FAYETTE (1988)
 BW0834
 BW0834                         *CURRENT SURVEY CONTROL
 BW0834  ___________________________________________________________________
 BW0834* NAD 83(1986)-  31 43 32.     (N)    091 01 58.     (W)     SCALED    
 BW0834* NAVD 88     -        65.75   (+/-2cm)     215.7    (feet)  VERTCON   
 BW0834  ___________________________________________________________________
 BW0834  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0834
 BW0834.The horizontal coordinates were scaled from a topographic map and have
 BW0834.an estimated accuracy of +/- 6 seconds.
 BW0834
 BW0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0834.The vertical order pertains to the NGVD 29 superseded value.
 BW0834
 BW0834.The geoid height was determined by GEOID03.
 BW0834
 BW0834;                    North         East    Units  Estimated Accuracy
 BW0834;SPC MS W     -   246,930.      633,710.      MT  (+/- 180 meters Scaled)
 BW0834
 BW0834                          SUPERSEDED SURVEY CONTROL
 BW0834
 BW0834  NGVD 29 (??/??/92)   65.758  (m)          215.74   (f) ADJ UNCH    2 0
 BW0834
 BW0834.Superseded values are not recommended for survey control.
 BW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0834.See file dsdata.txt to determine how the superseded data were derived.
 BW0834
 BW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXR863116(NAD 83)
 BW0834_MARKER: DB = BENCH MARK DISK
 BW0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0834_STAMPING: H 58 1935 215.741
 BW0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0834+STABILITY: SURFACE MOTION
 BW0834
 BW0834  HISTORY     - Date     Condition        Report By
 BW0834  HISTORY     - 1935     MONUMENTED       CGS
 BW0834  HISTORY     - 1970     MARK NOT FOUND   LAGS
 BW0834
 BW0834                          STATION DESCRIPTION
 BW0834
 BW0834'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1970
 BW0834'IN HARRISTON.
 BW0834'THE MARK IS LOCATED AT HARRISTON 33 FEET SOUTHEAST OF THE INTERSECTION
 BW0834'OF THE JACKSON-TO-NATCHEZ AND THE MEMPHIS TO NEW ORLEANS BRANCHES OF
 BW0834'THE ILLINOIS CENTRAL RAILROAD, 96 FEET NORTHEAST OF THE NORTHEAST
 BW0834'CORNER OF THE RAILROAD STATION, 63 FEET SOUTH OF THE CENTER OF THE
 BW0834'THREE LEGGED WATER TANK, 17 FEET EAST OF A SWITCH STAND, 6 FEET
 BW0834'SOUTHWEST OF A TELEGRAPH POLE, 9 FEET NORTHWEST OF THE NORTHWEST RAIL
 BW0834'OF A CONNECTING TRACK AND 2 FEET NORTH OF THE ANCHOR FOR THE GUY WIRE
 BW0834'FOR THE TELEGRAPH POLE.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 BW0834'CONCRETE POST 8 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT 1
 BW0834'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0303 ***********************************************************************
 CP0303  DESIGNATION -  H 59
 CP0303  PID         -  CP0303
 CP0303  STATE/COUNTY-  MS/HINDS
 CP0303  USGS QUAD   -  RAYMOND (1980)
 CP0303
 CP0303                         *CURRENT SURVEY CONTROL
 CP0303  ___________________________________________________________________
 CP0303* NAD 83(1986)-  32 21 31.     (N)    090 23 29.     (W)     SCALED    
 CP0303* NAVD 88     -        79.947  (meters)     262.29   (feet)  ADJUSTED  
 CP0303  ___________________________________________________________________
 CP0303  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0303  DYNAMIC HT  -          79.855 (meters)     261.99  (feet)  COMP
 CP0303  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CP0303
 CP0303  VERT ORDER  -  FIRST     CLASS I
 CP0303
 CP0303.The horizontal coordinates were scaled from a topographic map and have
 CP0303.an estimated accuracy of +/- 6 seconds.
 CP0303
 CP0303.The orthometric height was determined by differential leveling
 CP0303.and adjusted in June 1991.
 CP0303
 CP0303.The geoid height was determined by GEOID03.
 CP0303
 CP0303.The dynamic height is computed by dividing the NAVD 88
 CP0303.geopotential number by the normal gravity value computed on the
 CP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0303.degrees latitude (g = 980.6199 gals.).
 CP0303
 CP0303.The modeled gravity was interpolated from observed gravity values.
 CP0303
 CP0303;                    North         East    Units  Estimated Accuracy
 CP0303;SPC MS W     -   316,920.      694,540.      MT  (+/- 180 meters Scaled)
 CP0303
 CP0303                          SUPERSEDED SURVEY CONTROL
 CP0303
 CP0303  NGVD 29 (??/??/??)   79.963  (m)          262.35   (f) ADJUSTED    1 1
 CP0303
 CP0303.Superseded values are not recommended for survey control.
 CP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0303.See file dsdata.txt to determine how the superseded data were derived.
 CP0303
 CP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR454831(NAD 83)
 CP0303_MARKER: DB = BENCH MARK DISK
 CP0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0303_STAMPING: H 9 1935
 CP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0303+STABILITY: SURFACE MOTION
 CP0303
 CP0303  HISTORY     - Date     Condition        Report By
 CP0303  HISTORY     - 1935     MONUMENTED       CGS
 CP0303  HISTORY     - 1977     GOOD             MSHD
 CP0303
 CP0303                          STATION DESCRIPTION
 CP0303
 CP0303'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0303'3.8 MI NW FROM CLINTON.
 CP0303'THE MARK IS LOCATED 3.8 MILES NORTHWEST OF CLINTON IN THE SOUTHEAST
 CP0303'ANGLE OF A FIELD ROAD CROSSING THE I.C.G. RAILROAD TRACK, 4 MILES EAST
 CP0303'OF BOLTON NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 15, T 6N, R 2W.
 CP0303'IT IS 312 FEET WEST OF MILEPOST 109, 47 FEET SOUTH OF THE SOUTH RAIL,
 CP0303'15 FEET EAST OF THE CENTER OF A FIELD ROAD, 9 FEET EAST OF THE EAST
 CP0303'GATE POST, 1 FOOT SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 CP0303'POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE
 CP0303'LEVEL OF THE TRACK AND PROJECTS 5 INCHES.  NOTE-- TO REACH FROM THE
 CP0303'MAIN CROSSROAD 0.15 MILE EAST OF THE POST OFFICE IN BOLTON GO EAST ON
 CP0303'OLD U.S. HIGHWAY 80 FOR 1.3 MILES TO THE JUNCTION OF NORTHSIDE DRIVE.
 CP0303'CONTINUE EAST ON OLD U.S. HIGHWAY 80 FOR 2.9 MILES TO A SIDE ROAD LEFT
 CP0303'ON THE SOUTH SIDE OF I-20.  TURN LEFT AND GO NORTH ON NORRELL ROAD FOR
 CP0303'0.45 MILE TO A RAILROAD CROSSING. THENCE EAST ALONG THE I.C.G.
 CP0303'RAILROAD TRACK FOR 0.4 MILE TO A FIELD ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1008 ***********************************************************************
 BV1008  DESIGNATION -  H 6
 BV1008  PID         -  BV1008
 BV1008  STATE/COUNTY-  MS/SIMPSON
 BV1008  USGS QUAD   -  MENDENHALL WEST (1970)
 BV1008
 BV1008                         *CURRENT SURVEY CONTROL
 BV1008  ___________________________________________________________________
 BV1008* NAD 83(1986)-  31 55 42.     (N)    089 54 30.     (W)     SCALED    
 BV1008* NAVD 88     -        89.41   (+/-2cm)     293.3    (feet)  VERTCON   
 BV1008  ___________________________________________________________________
 BV1008  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BV1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1008
 BV1008.The horizontal coordinates were scaled from a topographic map and have
 BV1008.an estimated accuracy of +/- 6 seconds.
 BV1008
 BV1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1008.The vertical order pertains to the NGVD 29 superseded value.
 BV1008
 BV1008.The geoid height was determined by GEOID03.
 BV1008
 BV1008;                    North         East    Units  Estimated Accuracy
 BV1008;SPC MS W     -   269,280.      740,190.      MT  (+/- 180 meters Scaled)
 BV1008
 BV1008                          SUPERSEDED SURVEY CONTROL
 BV1008
 BV1008  NGVD 29 (??/??/92)   89.409  (m)          293.34   (f) ADJ UNCH    2 0
 BV1008
 BV1008.Superseded values are not recommended for survey control.
 BV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1008.See file dsdata.txt to determine how the superseded data were derived.
 BV1008
 BV1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA250361(NAD 83)
 BV1008_MARKER: DD = SURVEY DISK
 BV1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1008_STAMPING: H 6 1923 MISS
 BV1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1008+STABILITY: SURFACE MOTION
 BV1008
 BV1008  HISTORY     - Date     Condition        Report By
 BV1008  HISTORY     - 1923     MONUMENTED       USGS
 BV1008  HISTORY     - 1967     MARK NOT FOUND   MSHD
 BV1008
 BV1008                          STATION DESCRIPTION
 BV1008
 BV1008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV1008'3.6 MI SW FROM MENDENHALL.
 BV1008'LOCATED 3.6 MILES SOUTHWEST ALONG THE OLD HULF AND SHIP ISLAND
 BV1008'RAILROAD FROM THE STATION AT MENDENHALL, SIMPSON COUNTY, 63 YARDS WEST
 BV1008'OF THE MERIT WAITING-STATION, AND 75 FEET NORTHEAST OF A STORE. A
 BV1008'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 6 1923 MISS.)
 BV1008'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0159 ***********************************************************************
 EG0159  DESIGNATION -  H 6
 EG0159  PID         -  EG0159
 EG0159  STATE/COUNTY-  MS/TISHOMINGO
 EG0159  USGS QUAD   -  RED BAY (1981)
 EG0159
 EG0159                         *CURRENT SURVEY CONTROL
 EG0159  ___________________________________________________________________
 EG0159* NAD 83(1986)-  34 27 47.     (N)    088 09 53.     (W)     SCALED    
 EG0159* NAVD 88     -       175.436  (meters)     575.58   (feet)  ADJUSTED  
 EG0159  ___________________________________________________________________
 EG0159  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0159  DYNAMIC HT  -         175.261 (meters)     575.00  (feet)  COMP
 EG0159  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 EG0159
 EG0159  VERT ORDER  -  SECOND    CLASS 0
 EG0159
 EG0159.The horizontal coordinates were scaled from a topographic map and have
 EG0159.an estimated accuracy of +/- 6 seconds.
 EG0159
 EG0159.The orthometric height was determined by differential leveling
 EG0159.and adjusted in June 1991.
 EG0159
 EG0159.The geoid height was determined by GEOID03.
 EG0159
 EG0159.The dynamic height is computed by dividing the NAVD 88
 EG0159.geopotential number by the normal gravity value computed on the
 EG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0159.degrees latitude (g = 980.6199 gals.).
 EG0159
 EG0159.The modeled gravity was interpolated from observed gravity values.
 EG0159
 EG0159;                    North         East    Units  Estimated Accuracy
 EG0159;SPC MS E     -   550,510.      361,430.      MT  (+/- 180 meters Scaled)
 EG0159
 EG0159                          SUPERSEDED SURVEY CONTROL
 EG0159
 EG0159  NGVD 29 (??/??/92)  175.395  (m)          575.44   (f) ADJ UNCH    2 0
 EG0159
 EG0159.Superseded values are not recommended for survey control.
 EG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0159.See file dsdata.txt to determine how the superseded data were derived.
 EG0159
 EG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD930141(NAD 83)
 EG0159_MARKER: DB = BENCH MARK DISK
 EG0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EG0159_SP_SET: ABUTMENT
 EG0159_STAMPING: H 6 1934
 EG0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG0159
 EG0159  HISTORY     - Date     Condition        Report By
 EG0159  HISTORY     - 1934     MONUMENTED       CGS
 EG0159  HISTORY     - 1976     GOOD             MSHD
 EG0159  HISTORY     - 1976     GOOD             MSHD
 EG0159  HISTORY     - 1979     GOOD             MSHD
 EG0159
 EG0159                          STATION DESCRIPTION
 EG0159
 EG0159'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0159'1.9 MI NW FROM RED BAY, ALABAMA.
 EG0159'THE MARK IS LOCATED 1.9 MILES NORTHWEST OF RED BAY, ALABAMA IN A FIVE
 EG0159'SPAN RAILROAD BRIDGE OVER A GRAVELED ROAD, 2.2 MILES SOUTHEAST OF
 EG0159'GOLDEN, MISSISSIPPI IN BRIDGE NO. 041.6 ON THE TISHOMINGO-ITAWAMBA
 EG0159'COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 17, T 7S, R 11E.  IT IS 6
 EG0159'FEET NORTHEAST OF THE NORTHEAST RAIL, 1.8 FEET SOUTHWEST OF THE
 EG0159'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE SET IN A DRILL
 EG0159'HOLE AND IS ABOUT 18 INCHES BELOW THE LEVEL OF THE TRACK.
 EG0159
 EG0159                          STATION RECOVERY (1976)
 EG0159
 EG0159'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0159'THE MARK IS LOCATED 1.9 MILES NORTHWEST OF RED BAY, ALABAMA IN A FIVE
 EG0159'SPAN RAILROAD BRIDGE OVER A GRAVELED ROAD, 2.2 MILES SOUTHEAST OF
 EG0159'GOLDEN, MISSISSIPPI IN BRIDGE NO. 041.6 ON THE TISHOMINGO-ITAWAMBA
 EG0159'COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 17, T 7S, R 11E.  IT IS 6
 EG0159'FEET NORTHEAST OF THE NORTHEAST RAIL, 1.8 FEET SOUTHWEST OF THE
 EG0159'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE SET IN A DRILL
 EG0159'HOLE AND IS ABOUT 18 INCHES BELOW THE LEVEL OF THE TRACK.
 EG0159
 EG0159                          STATION RECOVERY (1979)
 EG0159
 EG0159'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0159'THE 1976 RECOVERY IS ADEQUATE WITH ADDED NOTE, THE GRAVEL ROAD TO THE
 EG0159'RAILROAD BRIDGE IS 0.2 MILE NW OF MS.AL.STATE LINE ON HWY 366.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0179 ***********************************************************************
 EG0179  DESIGNATION -  H 67
 EG0179  PID         -  EG0179
 EG0179  STATE/COUNTY-  MS/ITAWAMBA
 EG0179  USGS QUAD   -  FULTON SE (1965)
 EG0179
 EG0179                         *CURRENT SURVEY CONTROL
 EG0179  ___________________________________________________________________
 EG0179* NAD 83(1986)-  34 21 47.     (N)    088 19 04.     (W)     SCALED    
 EG0179* NAVD 88     -       158.045  (meters)     518.52   (feet)  ADJUSTED  
 EG0179  ___________________________________________________________________
 EG0179  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0179  DYNAMIC HT  -         157.886 (meters)     518.00  (feet)  COMP
 EG0179  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 EG0179
 EG0179  VERT ORDER  -  SECOND    CLASS 0
 EG0179
 EG0179.The horizontal coordinates were scaled from a topographic map and have
 EG0179.an estimated accuracy of +/- 6 seconds.
 EG0179
 EG0179.The orthometric height was determined by differential leveling
 EG0179.and adjusted in June 1991.
 EG0179
 EG0179.The geoid height was determined by GEOID03.
 EG0179
 EG0179.The dynamic height is computed by dividing the NAVD 88
 EG0179.geopotential number by the normal gravity value computed on the
 EG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0179.degrees latitude (g = 980.6199 gals.).
 EG0179
 EG0179.The modeled gravity was interpolated from observed gravity values.
 EG0179
 EG0179;                    North         East    Units  Estimated Accuracy
 EG0179;SPC MS E     -   539,340.      347,420.      MT  (+/- 180 meters Scaled)
 EG0179
 EG0179                          SUPERSEDED SURVEY CONTROL
 EG0179
 EG0179  NGVD 29 (??/??/92)  157.990  (m)          518.34   (f) ADJ UNCH    2 0
 EG0179
 EG0179.Superseded values are not recommended for survey control.
 EG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0179.See file dsdata.txt to determine how the superseded data were derived.
 EG0179
 EG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD788031(NAD 83)
 EG0179_MARKER: DB = BENCH MARK DISK
 EG0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0179_STAMPING: H 67 1934
 EG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0179+STABILITY: SURFACE MOTION
 EG0179
 EG0179  HISTORY     - Date     Condition        Report By
 EG0179  HISTORY     - 1934     MONUMENTED       CGS
 EG0179  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0179  HISTORY     - 1971     MARK NOT FOUND   NGS
 EG0179  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0179
 EG0179                          STATION DESCRIPTION
 EG0179
 EG0179'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0179'IN FAIRVIEW.
 EG0179'AT FAIRVIEW, ITAWAMBA COUNTY, ON STATE HIGHWAY 25, 75 YARDS NORTH OF
 EG0179'HOMER THORNS STORE IN 1945, 179 FEET SOUTH ACROSS THE HIGHWAY FROM A
 EG0179'ROOFED WELL, 19 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.5
 EG0179'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED H
 EG0179'67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EG0179
 EG0179                          STATION RECOVERY (1971)
 EG0179
 EG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EG0179'MARK NOT FOUND.
 EG0179
 EG0179                          STATION RECOVERY (1979)
 EG0179
 EG0179'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1055 ***********************************************************************
 DJ1055  DESIGNATION -  H 68
 DJ1055  PID         -  DJ1055
 DJ1055  STATE/COUNTY-  MS/MONROE
 DJ1055  USGS QUAD   -  ABERDEEN (1992)
 DJ1055
 DJ1055                         *CURRENT SURVEY CONTROL
 DJ1055  ___________________________________________________________________
 DJ1055* NAD 83(1986)-  33 49 50.     (N)    088 30 57.     (W)     SCALED    
 DJ1055* NAVD 88     -        59.243  (meters)     194.37   (feet)  ADJUSTED  
 DJ1055  ___________________________________________________________________
 DJ1055  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DJ1055  DYNAMIC HT  -          59.183 (meters)     194.17  (feet)  COMP
 DJ1055  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 DJ1055
 DJ1055  VERT ORDER  -  SECOND    CLASS 0
 DJ1055
 DJ1055.The horizontal coordinates were scaled from a topographic map and have
 DJ1055.an estimated accuracy of +/- 6 seconds.
 DJ1055
 DJ1055.The orthometric height was determined by differential leveling
 DJ1055.and adjusted in June 1991.
 DJ1055
 DJ1055.The geoid height was determined by GEOID03.
 DJ1055
 DJ1055.The dynamic height is computed by dividing the NAVD 88
 DJ1055.geopotential number by the normal gravity value computed on the
 DJ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1055.degrees latitude (g = 980.6199 gals.).
 DJ1055
 DJ1055.The modeled gravity was interpolated from observed gravity values.
 DJ1055
 DJ1055;                    North         East    Units  Estimated Accuracy
 DJ1055;SPC MS E     -   480,200.      329,390.      MT  (+/- 180 meters Scaled)
 DJ1055
 DJ1055                          SUPERSEDED SURVEY CONTROL
 DJ1055
 DJ1055  NGVD 29 (??/??/92)   59.195  (m)          194.21   (f) ADJ UNCH    2 0
 DJ1055
 DJ1055.Superseded values are not recommended for survey control.
 DJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1055.See file dsdata.txt to determine how the superseded data were derived.
 DJ1055
 DJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC597444(NAD 83)
 DJ1055_MARKER: DB = BENCH MARK DISK
 DJ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1055_STAMPING: H 68 1934
 DJ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1055+STABILITY: SURFACE MOTION
 DJ1055
 DJ1055  HISTORY     - Date     Condition        Report By
 DJ1055  HISTORY     - 1934     MONUMENTED       CGS
 DJ1055  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1055  HISTORY     - 1965     MARK NOT FOUND   USGS
 DJ1055  HISTORY     - 1981     GOOD             LOCSUR
 DJ1055
 DJ1055                          STATION DESCRIPTION
 DJ1055
 DJ1055'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1055'2.0 MI SE FROM ABERDEEN.
 DJ1055'2.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ1055'CITY WATER TOWER AT ABERDEEN, MONROE COUNTY, 2 POLES NORTH OF POLE
 DJ1055'622/10, 200 FEET WEST OF THE SOUTH END OF THE C. C. DAY SAWMILL, 55
 DJ1055'FEET WEST OF THE CENTERLINE OF THE TRACK AND 20 FEET EAST OF THE
 DJ1055'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 68 1934 AND SET IN
 DJ1055'THE TOP OF A CONCRETE POST.
 DJ1055
 DJ1055                          STATION RECOVERY (1965)
 DJ1055
 DJ1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DJ1055'MARK NOT FOUND.
 DJ1055
 DJ1055                          STATION RECOVERY (1981)
 DJ1055
 DJ1055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0317 ***********************************************************************
 DJ0317  DESIGNATION -  H 69
 DJ0317  PID         -  DJ0317
 DJ0317  STATE/COUNTY-  MS/LOWNDES
 DJ0317  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0317
 DJ0317                         *CURRENT SURVEY CONTROL
 DJ0317  ___________________________________________________________________
 DJ0317* NAD 83(1986)-  33 30 39.     (N)    088 24 08.     (W)     SCALED    
 DJ0317* NAVD 88     -        53.196  (meters)     174.53   (feet)  ADJUSTED  
 DJ0317  ___________________________________________________________________
 DJ0317  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0317  DYNAMIC HT  -          53.140 (meters)     174.34  (feet)  COMP
 DJ0317  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DJ0317
 DJ0317  VERT ORDER  -  SECOND    CLASS 0
 DJ0317
 DJ0317.The horizontal coordinates were scaled from a topographic map and have
 DJ0317.an estimated accuracy of +/- 6 seconds.
 DJ0317
 DJ0317.The orthometric height was determined by differential leveling
 DJ0317.and adjusted in June 1991.
 DJ0317
 DJ0317.The geoid height was determined by GEOID03.
 DJ0317
 DJ0317.The dynamic height is computed by dividing the NAVD 88
 DJ0317.geopotential number by the normal gravity value computed on the
 DJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0317.degrees latitude (g = 980.6199 gals.).
 DJ0317
 DJ0317.The modeled gravity was interpolated from observed gravity values.
 DJ0317
 DJ0317;                    North         East    Units  Estimated Accuracy
 DJ0317;SPC MS E     -   444,780.      340,050.      MT  (+/- 180 meters Scaled)
 DJ0317
 DJ0317                          SUPERSEDED SURVEY CONTROL
 DJ0317
 DJ0317  NGVD 29 (??/??/92)   53.174  (m)          174.46   (f) ADJ UNCH    2 0
 DJ0317
 DJ0317.Superseded values are not recommended for survey control.
 DJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0317.See file dsdata.txt to determine how the superseded data were derived.
 DJ0317
 DJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC697088(NAD 83)
 DJ0317_MARKER: DB = BENCH MARK DISK
 DJ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0317_STAMPING: H 69 1935
 DJ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0317+STABILITY: SURFACE MOTION
 DJ0317
 DJ0317  HISTORY     - Date     Condition        Report By
 DJ0317  HISTORY     - 1935     MONUMENTED       CGS
 DJ0317  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0317
 DJ0317                          STATION DESCRIPTION
 DJ0317
 DJ0317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0317'1.0 MI NE FROM COLUMBUS.
 DJ0317'AT COLUMBUS, LOWNDES COUNTY, 1.0 MILE NORTHEAST OF THE SOUTHERN
 DJ0317'RAILWAY STATION, 360 FEET NORTH OF MILEAGE SIGN 936.9, 180 FEET NORTH
 DJ0317'OF THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 100 FEET WEST
 DJ0317'OF DRAGON INN, AT A ROAD CROSSING, 50 FEET EAST OF THE CENTER LINE OF
 DJ0317'THE MAIN TRACK, AND 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A
 DJ0317'STANDARD DISK, STAMPED H 69 1935 AND SET IN THE TOP OF A CONCRETE
 DJ0317'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1010 ***********************************************************************
 BV1010  DESIGNATION -  H 7
 BV1010  PID         -  BV1010
 BV1010  STATE/COUNTY-  MS/SIMPSON
 BV1010  USGS QUAD   -  MENDENHALL WEST (1970)
 BV1010
 BV1010                         *CURRENT SURVEY CONTROL
 BV1010  ___________________________________________________________________
 BV1010* NAD 83(1986)-  31 54 15.     (N)    089 56 07.     (W)     SCALED    
 BV1010* NAVD 88     -        89.60   (+/-2cm)     294.0    (feet)  VERTCON   
 BV1010  ___________________________________________________________________
 BV1010  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BV1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1010
 BV1010.The horizontal coordinates were scaled from a topographic map and have
 BV1010.an estimated accuracy of +/- 6 seconds.
 BV1010
 BV1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1010.The vertical order pertains to the NGVD 29 superseded value.
 BV1010
 BV1010.The geoid height was determined by GEOID03.
 BV1010
 BV1010;                    North         East    Units  Estimated Accuracy
 BV1010;SPC MS W     -   266,590.      737,650.      MT  (+/- 180 meters Scaled)
 BV1010
 BV1010                          SUPERSEDED SURVEY CONTROL
 BV1010
 BV1010  NGVD 29 (??/??/92)   89.603  (m)          293.97   (f) ADJ UNCH    2 0
 BV1010
 BV1010.Superseded values are not recommended for survey control.
 BV1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1010.See file dsdata.txt to determine how the superseded data were derived.
 BV1010
 BV1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA224335(NAD 83)
 BV1010_MARKER: DD = SURVEY DISK
 BV1010_SETTING: 0 = UNSPECIFIED SETTING
 BV1010_STAMPING: 293.973 H 7 1923 MISS
 BV1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1010
 BV1010  HISTORY     - Date     Condition        Report By
 BV1010  HISTORY     - 1923     MONUMENTED       USGS
 BV1010  HISTORY     - 1967     GOOD             MSHD
 BV1010
 BV1010                          STATION DESCRIPTION
 BV1010
 BV1010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV1010'2.4 MI NE FROM PINOLA.
 BV1010'THE MARK IS LOCATED 2.4 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL
 BV1010'RAILROAD TRACK FROM ITS CROSSING WITH MISSISSIPPI HIGHWAY 28 IN PINOLA
 BV1010'IN THE NORTHWEST ANGLE OF A TRACK ROAD CROSSING AND IS IN THE
 BV1010'SOUTHWEST 1/4 OF SECTION 19, T 1N, R 4E.  IT IS APPROXIMATELY 545 FEET
 BV1010'NORTH OF MILE POST 143, 105 FEET NORTHWEST OF THE CENTER OF THE
 BV1010'CROSSING, 12 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 90 FEET
 BV1010'SOUTHWEST OF A POWER POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST
 BV1010'AND A FENCE.  TO REACH FROM THE SOUTH ENTRANCE TO THE SIMPSON COUNTY
 BV1010'COURTHOUSE IN MENDENHALL, GO SOUTH ON MAIN STREET FOR 0.1 MILE TO THE
 BV1010'INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT (NORTHWEST) AND
 BV1010'CONTINUE ON OLD U.S. HIGHWAY 49 FOR 0.95 MILE TO THE MISSISSIPPI
 BV1010'HIGHWAY 13 SOUTH BOUND ENTRANCE RAMP.  TURN LEFT (SOUTHWEST) AND
 BV1010'CONTINUE ON MISSISSIPPI HIGHWAY 13 FOR 0.6 MILE TO MISSISSIPPI HIGHWAY
 BV1010'43 ON THE RIGHT.  TURN RIGHT (SOUTHWEST) AND CONTINUE ON MISSISSIPPI
 BV1010'HIGHWAY 43 FOR 4.7 MILES TO A DRIVEWAY LEADING TO A BRICK HOUSE ON THE
 BV1010'RIGHT.  TURN RIGHT PASSING TO THE RIGHT OF THE BRICK HOUSE AND
 BV1010'CONTINUE WEST ON A TRACK ROAD FOR APPROXIMATELY 0.2 MILE TO A FORKS.
 BV1010'TAKE THE LEFT FORK AND CONTINUE WEST ON A TRACK ROAD FOR APPROXIMATELY
 BV1010'0.3 MILE TO THE RAILROAD TRACK AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0222 ***********************************************************************
 BW0222  DESIGNATION -  H 7
 BW0222  PID         -  BW0222
 BW0222  STATE/COUNTY-  MS/PIKE
 BW0222  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0222
 BW0222                         *CURRENT SURVEY CONTROL
 BW0222  ___________________________________________________________________
 BW0222* NAD 83(1986)-  31 08 41.     (N)    090 27 28.     (W)     SCALED    
 BW0222* NAVD 88     -        93.101  (meters)     305.45   (feet)  ADJUSTED  
 BW0222  ___________________________________________________________________
 BW0222  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BW0222  DYNAMIC HT  -          92.984 (meters)     305.06  (feet)  COMP
 BW0222  MODELED GRAV-     979,379.5   (mgal)                       NAVD 88
 BW0222
 BW0222  VERT ORDER  -  FIRST     CLASS I
 BW0222
 BW0222.The horizontal coordinates were scaled from a topographic map and have
 BW0222.an estimated accuracy of +/- 6 seconds.
 BW0222
 BW0222.The orthometric height was determined by differential leveling
 BW0222.and adjusted in February 1994.
 BW0222
 BW0222.The geoid height was determined by GEOID03.
 BW0222
 BW0222.The dynamic height is computed by dividing the NAVD 88
 BW0222.geopotential number by the normal gravity value computed on the
 BW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0222.degrees latitude (g = 980.6199 gals.).
 BW0222
 BW0222.The modeled gravity was interpolated from observed gravity values.
 BW0222
 BW0222;                    North         East    Units  Estimated Accuracy
 BW0222;SPC MS W     -   182,330.      688,130.      MT  (+/- 180 meters Scaled)
 BW0222
 BW0222                          SUPERSEDED SURVEY CONTROL
 BW0222
 BW0222  NAVD 88 (06/15/91)   93.126  (m)          305.53   (f) UNKNOWN     1 1
 BW0222  NGVD 29 (??/??/??)   93.114  (m)          305.49   (f) ADJUSTED    1 1
 BW0222
 BW0222.Superseded values are not recommended for survey control.
 BW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0222.See file dsdata.txt to determine how the superseded data were derived.
 BW0222
 BW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ423484(NAD 83)
 BW0222_MARKER: DB = BENCH MARK DISK
 BW0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0222_SP_SET: CONCRETE POST
 BW0222_STAMPING: H 7 1934 305.596
 BW0222_MARK LOGO: CGS   
 BW0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0222+STABILITY: SURFACE MOTION
 BW0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0222+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0222
 BW0222  HISTORY     - Date     Condition        Report By
 BW0222  HISTORY     - 1934     MONUMENTED       CGS
 BW0222  HISTORY     - 1969     GOOD             NGS
 BW0222  HISTORY     - 19920714 GOOD             NGS
 BW0222
 BW0222                          STATION DESCRIPTION
 BW0222
 BW0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0222'IN MAGNOLIA.
 BW0222'AT MAGNOLIA, ABOUT 0.1 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 BW0222'FROM THE CROSSING OF STATE HIGHWAY 48, NEAR MILEPOST 814, 171 FEET
 BW0222'NORTH OF THE CENTER LINE OF MAGNOLIA STREET, 16 FEET WEST OF THE WEST
 BW0222'RAIL OF THE WEST TRACK, 11 FEET NORTHWEST OF MILEPOST 814, AT THE WEST
 BW0222'EDGE OF A DITCH, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 BW0222'CONCRETE POST FLUSH WITH THE GROUND.  1/4, SEC 13, T 2W, R 7E.
 BW0222
 BW0222                          STATION RECOVERY (1992)
 BW0222
 BW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0222'IN MAGNOLIA, AT THE INTERSECTION OF MAGNOLIA STREET AND THE ILLINOIS
 BW0222'CENTRAL RAILROAD, 51.4 M (168.6 FT) NORTH OF THE CENTERLINE OF THE
 BW0222'STREET, 13.8 M (45.3 FT) NORTHWEST OF MILEPOST 814, 9.2 M (30.2 FT)
 BW0222'WEST-NORTHWEST OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BW0222'TRACK, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 BW0222'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0673 ***********************************************************************
 DJ0673  DESIGNATION -  H 70
 DJ0673  PID         -  DJ0673
 DJ0673  STATE/COUNTY-  MS/LOWNDES
 DJ0673  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0673
 DJ0673                         *CURRENT SURVEY CONTROL
 DJ0673  ___________________________________________________________________
 DJ0673* NAD 83(1986)-  33 21 41.     (N)    088 38 10.     (W)     SCALED    
 DJ0673* NAVD 88     -        86.271  (meters)     283.04   (feet)  ADJUSTED  
 DJ0673  ___________________________________________________________________
 DJ0673  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DJ0673  DYNAMIC HT  -          86.177 (meters)     282.73  (feet)  COMP
 DJ0673  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DJ0673
 DJ0673  VERT ORDER  -  FIRST     CLASS II
 DJ0673
 DJ0673.The horizontal coordinates were scaled from a topographic map and have
 DJ0673.an estimated accuracy of +/- 6 seconds.
 DJ0673
 DJ0673.The orthometric height was determined by differential leveling
 DJ0673.and adjusted in June 1991.
 DJ0673
 DJ0673.The geoid height was determined by GEOID03.
 DJ0673
 DJ0673.The dynamic height is computed by dividing the NAVD 88
 DJ0673.geopotential number by the normal gravity value computed on the
 DJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0673.degrees latitude (g = 980.6199 gals.).
 DJ0673
 DJ0673.The modeled gravity was interpolated from observed gravity values.
 DJ0673
 DJ0673;                    North         East    Units  Estimated Accuracy
 DJ0673;SPC MS E     -   428,140.      318,360.      MT  (+/- 180 meters Scaled)
 DJ0673
 DJ0673                          SUPERSEDED SURVEY CONTROL
 DJ0673
 DJ0673  NGVD 29 (??/??/92)   86.225  (m)          282.89   (f) ADJ UNCH    1 2
 DJ0673
 DJ0673.Superseded values are not recommended for survey control.
 DJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0673.See file dsdata.txt to determine how the superseded data were derived.
 DJ0673
 DJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB477925(NAD 83)
 DJ0673_MARKER: DB = BENCH MARK DISK
 DJ0673_SETTING: 0 = UNSPECIFIED SETTING
 DJ0673_STAMPING: H 70 (1935)
 DJ0673_MARK LOGO: CGS   
 DJ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0673
 DJ0673  HISTORY     - Date     Condition        Report By
 DJ0673  HISTORY     - 1935     MONUMENTED       CGS
 DJ0673  HISTORY     - 1966     GOOD             MSHD
 DJ0673  HISTORY     - 1977     GOOD             LOCSUR
 DJ0673  HISTORY     - 1983     GOOD             NGS
 DJ0673
 DJ0673                          STATION DESCRIPTION
 DJ0673
 DJ0673'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0673'5.1 MI NW FROM CRAWFORD.
 DJ0673'TO REACH FROM THE U.S. POST OFFICE IN CRAWFORD GO NORTHEAST ON A
 DJ0673'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF MISSISSIPPI
 DJ0673'HIGHWAY 45 WEST, TURN LEFT (NORTHWEST) AND CONTINUE ON HIGHWAY 45 WEST
 DJ0673'FOR 4.0 MILES TO A CROSSROADS, TURN RIGHT (EAST) AND CONTINUE ON AN
 DJ0673'ALL-WEATHER ROAD FOR 0.1 MILE TO A T INTERSECTION, TURN LEFT (NORTH)
 DJ0673'AND CONTINUE ON AN ALL-WEATHER ROAD PARALLING THE WEST SIDE OF THE
 DJ0673'TRACK FOR 0.7 MILES TO THE RAILROAD CROSSING AND THE MARK ON THE RIGHT
 DJ0673'AS DESCRIBED.  IT IS 79.7 FEET SOUTH OF A RAILROAD STOP SIGN, 73 FEET
 DJ0673'SOUTH OF A TELEPHONE POLE, 45 FEET SOUTH OF THE CENTER OF A GRAVEL
 DJ0673'ROAD, 37 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 27.5 FEET EAST
 DJ0673'OF THE EAST RAIL, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 DJ0673
 DJ0673                          STATION RECOVERY (1977)
 DJ0673
 DJ0673'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 DJ0673'RECOVERED IN GOOD CONDITION.
 DJ0673
 DJ0673                          STATION RECOVERY (1983)
 DJ0673
 DJ0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0673'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 DJ0673'(0.25 MI) EAST ALONG A BLACKTOP STREET FROM THE POST OFFICE IN
 DJ0673'CRAWFORD, THENCE 7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 45
 DJ0673'ALTERNATE, THENCE 0.3 KM (0.2 MI) EAST ALONG A PAVED ROAD (TXI UNITED
 DJ0673'CEMENT COMPANY ENTRANCE), AT THE CROSSING OF THE ILLINOIS CENTRAL GULF
 DJ0673'RAILROAD TRACKS, 82.44 METERS (270.5 FT) SOUTH-SOUTHWEST OF THE
 DJ0673'SOUTHWEST CORNER OF A SMALL BRICK GUARD GATE BUILDING, 81.83 METERS
 DJ0673'(268.5 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A STREET LIGHT
 DJ0673'ATTACHED, 86.25 METERS (283.0 FT) SOUTH OF THE CENTER OF THE RAILROAD
 DJ0673'CROSSING, AND 8.38 METERS (27.5 FT) EAST OF THE EAST RAIL.
 DJ0673'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 DJ0673'THE MARK IS 0.6 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0260 ***********************************************************************
 CO0260  DESIGNATION -  H 72
 CO0260  PID         -  CO0260
 CO0260  STATE/COUNTY-  MS/KEMPER
 CO0260  USGS QUAD   -  SCOOBA (1973)
 CO0260
 CO0260                         *CURRENT SURVEY CONTROL
 CO0260  ___________________________________________________________________
 CO0260* NAD 83(1986)-  32 46 08.     (N)    088 27 50.     (W)     SCALED    
 CO0260* NAVD 88     -        57.877  (meters)     189.88   (feet)  ADJUSTED  
 CO0260  ___________________________________________________________________
 CO0260  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CO0260  DYNAMIC HT  -          57.811 (meters)     189.67  (feet)  COMP
 CO0260  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CO0260
 CO0260  VERT ORDER  -  FIRST     CLASS II
 CO0260
 CO0260.The horizontal coordinates were scaled from a topographic map and have
 CO0260.an estimated accuracy of +/- 6 seconds.
 CO0260
 CO0260.The orthometric height was determined by differential leveling
 CO0260.and adjusted in June 1991.
 CO0260
 CO0260.The geoid height was determined by GEOID03.
 CO0260
 CO0260.The dynamic height is computed by dividing the NAVD 88
 CO0260.geopotential number by the normal gravity value computed on the
 CO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0260.degrees latitude (g = 980.6199 gals.).
 CO0260
 CO0260.The modeled gravity was interpolated from observed gravity values.
 CO0260
 CO0260;                    North         East    Units  Estimated Accuracy
 CO0260;SPC MS E     -   362,470.      334,610.      MT  (+/- 180 meters Scaled)
 CO0260
 CO0260                          SUPERSEDED SURVEY CONTROL
 CO0260
 CO0260  NGVD 29 (??/??/92)   57.850  (m)          189.80   (f) ADJ UNCH    1 2
 CO0260
 CO0260.Superseded values are not recommended for survey control.
 CO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0260.See file dsdata.txt to determine how the superseded data were derived.
 CO0260
 CO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB628266(NAD 83)
 CO0260_MARKER: DB = BENCH MARK DISK
 CO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0260_STAMPING: H 72 1935
 CO0260_MARK LOGO: CGS   
 CO0260_PROJECTION: FLUSH
 CO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0260+STABILITY: SURFACE MOTION
 CO0260
 CO0260  HISTORY     - Date     Condition        Report By
 CO0260  HISTORY     - 1935     MONUMENTED       CGS
 CO0260  HISTORY     - 1964     GOOD             MSHD
 CO0260  HISTORY     - 1983     GOOD             NGS
 CO0260
 CO0260                          STATION DESCRIPTION
 CO0260
 CO0260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0260'4.0 MI S FROM SCOOBA.
 CO0260'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND U. S. HIGHWAY
 CO0260'45 IN SCOOBA, GO SOUTH ON HIGHWAY 45 FOR 4.0 MILES TO THE MARK ON THE
 CO0260'RIGHT DIRECTLY IN FRONT OF A CAFE AND GIFT SHOP AT ELECTRIC MILLS. THE
 CO0260'MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST. IT IS
 CO0260'61 FEET WEST OF THE CENTER OF U. S. HIGHWAY 45, 26 FEET EAST OF THE
 CO0260'EAST RAIL, 49.5 FEET NORTH OF A TELEPHONE LINE POLE, DIRECTLY IN FRONT
 CO0260'OF THE ELECTRIC MILL CAFE AND GIFT SHOP, 58 FEET SOUTH OF A TELEPHONE
 CO0260'LINE POLE AND A RAILROAD TELEPHONE BOX, 120 SOUTHEAST OF A RAILROAD
 CO0260'CROSSING, ABOUT LEVEL WITH THE TRACK AND HIGHWAY 45 AND PROJECTS 3
 CO0260'INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 CO0260
 CO0260                          STATION RECOVERY (1983)
 CO0260
 CO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0260'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM
 CO0260'(4.4 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0260'HIGHWAY 16 AT THE EAST EDGE OF SCOOBA, AT A FOUR WIRE POWERLINE
 CO0260'CROSSING THE HIGHWAY, IN THE SMALL VILLAGE OF ELECTRIC MILLS,
 CO0260'36.57 METERS (120.0 FT) SOUTHEAST OF A ROAD CROSSING THE ILLINOIS
 CO0260'CENTRAL AND GULF RAILROAD, 8.01 METERS (26.3 FT) EAST OF THE EAST RAIL
 CO0260'OF THE TRACKS, AND 14.17 METERS (46.5 FT) NORTHEAST OF A 32-INCH
 CO0260'DIAMETER OAK TREE.
 CO0260'THE MARK IS 0.39 METERS  W FROM A WITNESS POST.
 CO0260'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0109 ***********************************************************************
 BW0109  DESIGNATION -  H 8
 BW0109  PID         -  BW0109
 BW0109  STATE/COUNTY-  MS/LINCOLN
 BW0109  USGS QUAD   -  BROOKHAVEN (1972)
 BW0109
 BW0109                         *CURRENT SURVEY CONTROL
 BW0109  ___________________________________________________________________
 BW0109* NAD 83(1986)-  31 37 15.     (N)    090 25 38.     (W)     SCALED    
 BW0109* NAVD 88     -       138.575  (meters)     454.64   (feet)  ADJUSTED  
 BW0109  ___________________________________________________________________
 BW0109  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BW0109  DYNAMIC HT  -         138.406 (meters)     454.09  (feet)  COMP
 BW0109  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BW0109
 BW0109  VERT ORDER  -  FIRST     CLASS I
 BW0109
 BW0109.The horizontal coordinates were scaled from a topographic map and have
 BW0109.an estimated accuracy of +/- 6 seconds.
 BW0109
 BW0109.The orthometric height was determined by differential leveling
 BW0109.and adjusted in June 1991.
 BW0109
 BW0109.The geoid height was determined by GEOID03.
 BW0109
 BW0109.The dynamic height is computed by dividing the NAVD 88
 BW0109.geopotential number by the normal gravity value computed on the
 BW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0109.degrees latitude (g = 980.6199 gals.).
 BW0109
 BW0109.The modeled gravity was interpolated from observed gravity values.
 BW0109
 BW0109;                    North         East    Units  Estimated Accuracy
 BW0109;SPC MS W     -   235,110.      691,090.      MT  (+/- 180 meters Scaled)
 BW0109
 BW0109                          SUPERSEDED SURVEY CONTROL
 BW0109
 BW0109  NGVD 29 (??/??/??)  138.571  (m)          454.63   (f) ADJUSTED    1 1
 BW0109
 BW0109.Superseded values are not recommended for survey control.
 BW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0109.See file dsdata.txt to determine how the superseded data were derived.
 BW0109
 BW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR440012(NAD 83)
 BW0109_MARKER: DB = BENCH MARK DISK
 BW0109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BW0109_SP_SET: HEADWALL
 BW0109_STAMPING: H 8 1934 454.691
 BW0109_MARK LOGO: CGS   
 BW0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0109+STABILITY: SURFACE MOTION
 BW0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0109+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0109
 BW0109  HISTORY     - Date     Condition        Report By
 BW0109  HISTORY     - 1934     MONUMENTED       CGS
 BW0109  HISTORY     - 1969     GOOD             NGS
 BW0109  HISTORY     - 19920622 GOOD             NGS
 BW0109
 BW0109                          STATION DESCRIPTION
 BW0109
 BW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0109'3.0 MI N FROM BROOKHAVEN.
 BW0109'ABOUT 3.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0109'STATION AT BROOKHAVEN, 0.05 MILE SOUTH OF MILEPOST 780, SET ON THE TOP
 BW0109'OF THE SOUTH END OF THE WEST BRICK HEAD WALL FOR A 6-FOOT BRICK ARCHED
 BW0109'CULVERT, ACROSS THE TRACK FROM THE 2ND TELEPHONE SOUTH OF THE
 BW0109'MILEPOST, 302 FEET SOUTH OF THE MILEPOST, 28 FEET WEST OF THE WEST
 BW0109'RAIL OF THE WEST SET OF TRACK AND ABOUT 14 FEET BELOW THE LEVEL OF THE
 BW0109'TRACK.  1/4, SEC 32, T 8N, R 8E.
 BW0109
 BW0109                          STATION RECOVERY (1992)
 BW0109
 BW0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0109'5.1 KM (3.15 MI) NORTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0109'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0109'IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 BW0109'NORTHWEST CONCRETE HEADWALL OF A CULVERT, 8.6 M (28.2 FT) NORTHWEST
 BW0109'OF THE NEAR RAIL, AND 4.3 M (14.1 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0376 ***********************************************************************
 CO0376  DESIGNATION -  H 80
 CO0376  PID         -  CO0376
 CO0376  STATE/COUNTY-  MS/CLARKE
 CO0376  USGS QUAD   -  HINTON (1974)
 CO0376
 CO0376                         *CURRENT SURVEY CONTROL
 CO0376  ___________________________________________________________________
 CO0376* NAD 83(1986)-  32 05 20.     (N)    088 28 48.     (W)     SCALED    
 CO0376* NAVD 88     -       146.206  (meters)     479.68   (feet)  ADJUSTED  
 CO0376  ___________________________________________________________________
 CO0376  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO0376  DYNAMIC HT  -         146.033 (meters)     479.11  (feet)  COMP
 CO0376  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 CO0376
 CO0376  VERT ORDER  -  SECOND    CLASS 0
 CO0376
 CO0376.The horizontal coordinates were scaled from a topographic map and have
 CO0376.an estimated accuracy of +/- 6 seconds.
 CO0376
 CO0376.The orthometric height was determined by differential leveling
 CO0376.and adjusted in June 1991.
 CO0376
 CO0376.The geoid height was determined by GEOID03.
 CO0376
 CO0376.The dynamic height is computed by dividing the NAVD 88
 CO0376.geopotential number by the normal gravity value computed on the
 CO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0376.degrees latitude (g = 980.6199 gals.).
 CO0376
 CO0376.The modeled gravity was interpolated from observed gravity values.
 CO0376
 CO0376;                    North         East    Units  Estimated Accuracy
 CO0376;SPC MS E     -   287,060.      333,350.      MT  (+/- 180 meters Scaled)
 CO0376
 CO0376                          SUPERSEDED SURVEY CONTROL
 CO0376
 CO0376  NGVD 29 (??/??/92)  146.198  (m)          479.65   (f) ADJ UNCH    2 0
 CO0376
 CO0376.Superseded values are not recommended for survey control.
 CO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0376.See file dsdata.txt to determine how the superseded data were derived.
 CO0376
 CO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA603512(NAD 83)
 CO0376_MARKER: DB = BENCH MARK DISK
 CO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0376_SP_SET: CONCRETE POST
 CO0376_STAMPING: H 80 1935
 CO0376_MARK LOGO: CGS   
 CO0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0376+STABILITY: SURFACE MOTION
 CO0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0376+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 CO0376
 CO0376  HISTORY     - Date     Condition        Report By
 CO0376  HISTORY     - 1935     MONUMENTED       CGS
 CO0376  HISTORY     - 1964     GOOD             MSHD
 CO0376  HISTORY     - 19910404 GOOD             MSHD
 CO0376
 CO0376                          STATION DESCRIPTION
 CO0376
 CO0376'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0376'16.9 MI E FROM QUITMAN.
 CO0376'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND U. S.
 CO0376'HIGHWAY 45 IN QUITMAN GO EAST ON HIGHWAY 18 FOR 6.8 MILES TO A
 CO0376'CROSSROAD, CONTINUE EAST ON HIGHWAY 18 FOR 5.0 MILES TO A CROSSROAD,
 CO0376'CONTINUE ON HIGHWAY FOR 5.0 MILES TO THE MARK ON THE LEFT.  THE MARK
 CO0376'IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.  IT IS
 CO0376'APPROXIMATELY 300 FEET WEST OF A FRAME HOUSE, 106 FEET NORTHWEST AND
 CO0376'ACROSS THE HIGHWAY FROM A POWERLINE POLE WITH A TRANSFORMER, 106 FEET
 CO0376'WEST OF A POWERLINE POLE, 37 FEET SOUTH OF AN 8-INCH PERSIMMON TREE
 CO0376'AND 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A
 CO0376'WIRE FENCE, ABOUT LEVEL WITH STATE HIGHWAY 18 AND PROJECTS 7 INCHES. A
 CO0376'METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 CO0376
 CO0376                          STATION RECOVERY (1991)
 CO0376
 CO0376'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CO0376'THE MARK IS LOCATED ABOUT 14.8 MI (23.8 KM) EAST OF QUITMAN, ON THE
 CO0376'NORTHEAST R.O.W. OF STATE HIGHWAY 18, 1.8 MI (2.9 KM) WEST OF THE
 CO0376'ALABAMA-MISSISSIPPI STATE LINE AND IS IN SECTION 20, T 3N, R 18E.
 CO0376'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO0376'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 18, TURN LEFT
 CO0376'AND GO EAST ON STATE HIGHWAY 18 FOR 12.0 MI (19.3 KM) TO A CROSSROAD,
 CO0376'CONTINUE EAST ON STATE HIGHWAY 18 FOR 4.7 MI (7.6 KM) TO A SIDE ROAD
 CO0376'LEFT, CONTINUE EAST ON STATE HIGHWAY 18 FOR 0.3 MI (0.5 KM) TO THE
 CO0376'MARK ON THE LEFT.
 CO0376'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0376'2.0 FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 7 INCHES,
 CO0376'130.0 FT (39.6 M) WEST OF THE WEST CORNER OF A BLOCK HOUSE, 106.0 FT
 CO0376'(32.3 M) NORTH OF A POWER POLE WITH GUY WISES, 97.8 FT (29.8 M)
 CO0376'NORTHWEST OF A FENCE CORNER, 48.0 FT (14.6 M) NORTHEAST OF THE CENTER
 CO0376'OF HIGHWAY 18, 2.5 FT (0.8 M) SOUTHWEST OF AN ANGLING FENCE CORNER
 CO0376'AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0447 ***********************************************************************
 BH0447  DESIGNATION -  H 82
 BH0447  PID         -  BH0447
 BH0447  STATE/COUNTY-  MS/GEORGE
 BH0447  USGS QUAD   -  MERRILL (1982)
 BH0447
 BH0447                         *CURRENT SURVEY CONTROL
 BH0447  ___________________________________________________________________
 BH0447* NAD 83(1986)-  30 53 16.     (N)    088 38 44.     (W)     SCALED    
 BH0447* NAVD 88     -        63.23   (+/-2cm)     207.4    (feet)  VERTCON   
 BH0447  ___________________________________________________________________
 BH0447  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0447
 BH0447.The horizontal coordinates were scaled from a topographic map and have
 BH0447.an estimated accuracy of +/- 6 seconds.
 BH0447
 BH0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0447.The vertical order pertains to the NGVD 29 superseded value.
 BH0447
 BH0447.The geoid height was determined by GEOID03.
 BH0447
 BH0447;                    North         East    Units  Estimated Accuracy
 BH0447;SPC MS E     -   153,850.      317,950.      MT  (+/- 180 meters Scaled)
 BH0447
 BH0447                          SUPERSEDED SURVEY CONTROL
 BH0447
 BH0447  NGVD 29 (??/??/??)   63.221  (m)          207.42   (f) ADJUSTED    2 0
 BH0447
 BH0447.Superseded values are not recommended for survey control.
 BH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0447.See file dsdata.txt to determine how the superseded data were derived.
 BH0447
 BH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV427183(NAD 83)
 BH0447_MARKER: DB = BENCH MARK DISK
 BH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0447+STABILITY: SURFACE MOTION
 BH0447
 BH0447  HISTORY     - Date     Condition        Report By
 BH0447  HISTORY     - UNK      MONUMENTED       CGS
 BH0447  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH0447
 BH0447                          STATION DESCRIPTION
 BH0447
 BH0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0447'4.25 MI SW FROM LUCEDALE.
 BH0447'LOCATED 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM ITS JUNCTION
 BH0447'WITH STATE HIGHWAY 15 AT THE WEST EDGE OF LUCEDALE, ON A HILL TOP, AT
 BH0447'A ROAD JUNCTION, AND 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BH0447'HIGHWAY.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0181 ***********************************************************************
 BW0181  DESIGNATION -  H 9
 BW0181  PID         -  BW0181
 BW0181  STATE/COUNTY-  MS/COPIAH
 BW0181  USGS QUAD   -  CRYSTAL SPRINGS (1963)
 BW0181
 BW0181                         *CURRENT SURVEY CONTROL
 BW0181  ___________________________________________________________________
 BW0181* NAD 83(1986)-  31 59 02.     (N)    090 21 08.     (W)     SCALED    
 BW0181* NAVD 88     -       143.928  (meters)     472.20   (feet)  ADJUSTED  
 BW0181  ___________________________________________________________________
 BW0181  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BW0181  DYNAMIC HT  -         143.757 (meters)     471.64  (feet)  COMP
 BW0181  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 BW0181
 BW0181  VERT ORDER  -  FIRST     CLASS I
 BW0181
 BW0181.The horizontal coordinates were scaled from a topographic map and have
 BW0181.an estimated accuracy of +/- 6 seconds.
 BW0181
 BW0181.The orthometric height was determined by differential leveling
 BW0181.and adjusted in February 1994.
 BW0181
 BW0181.The geoid height was determined by GEOID03.
 BW0181
 BW0181.The dynamic height is computed by dividing the NAVD 88
 BW0181.geopotential number by the normal gravity value computed on the
 BW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0181.degrees latitude (g = 980.6199 gals.).
 BW0181
 BW0181.The modeled gravity was interpolated from observed gravity values.
 BW0181
 BW0181;                    North         East    Units  Estimated Accuracy
 BW0181;SPC MS W     -   275,360.      698,220.      MT  (+/- 180 meters Scaled)
 BW0181
 BW0181                          SUPERSEDED SURVEY CONTROL
 BW0181
 BW0181  NAVD 88 (06/15/91)  143.957  (m)          472.30   (f) UNKNOWN     1 1
 BW0181  NGVD 29 (??/??/??)  143.957  (m)          472.30   (f) ADJUSTED    1 1
 BW0181
 BW0181.Superseded values are not recommended for survey control.
 BW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0181.See file dsdata.txt to determine how the superseded data were derived.
 BW0181
 BW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR501417(NAD 83)
 BW0181_MARKER: DB = BENCH MARK DISK
 BW0181_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BW0181_SP_SET: BUILDING
 BW0181_STAMPING: H 9 1934 472.374
 BW0181_MARK LOGO: CGS   
 BW0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW0181+STABILITY: POSITION/ELEVATION WELL
 BW0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0181+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0181
 BW0181  HISTORY     - Date     Condition        Report By
 BW0181  HISTORY     - 1934     MONUMENTED       CGS
 BW0181  HISTORY     - 1969     GOOD             NGS
 BW0181  HISTORY     - 19920720 GOOD             NGS
 BW0181
 BW0181                          STATION DESCRIPTION
 BW0181
 BW0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0181'0.4 MI E FROM CRYSTAL SPRINGS.
 BW0181'ABOUT 0.4 MILE EAST ALONG MARION STREET FROM THE CROSSING OF THE
 BW0181'ILLINOIS CENTRAL RAILROAD AT CRYSTAL SPRINGS, NEAR THE JUNCTION OF
 BW0181'MARION AND NEWTON STREET, SET VERTICALLY IN THE WEST BRICK WALL OF THE
 BW0181'CRYSTAL SPRINGS CONSOLIDATED SCHOOL BUILDING (A THREE STORIED BRICK
 BW0181'BUILDING), 190 FEET EAST OF THE EAST CURB OF NEWTON STREET, 25 FEET
 BW0181'SOUTH OF THE CENTER OF THE WEST ENTRANCE TO THE SCHOOL BUILDING AND
 BW0181'4.4 FEET ABOVE THE LEVEL OF THE SIDEWALK.  1/4, SEC 25, T 2 N, R 2 W.
 BW0181
 BW0181                          STATION RECOVERY (1992)
 BW0181
 BW0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0181'IN CRYSTAL SPRINGS, AT THE INTERSECTION OF MARION AVENUE AND NEWTON
 BW0181'STREET, SET VERTICALLY IN THE WEST FACE OF THE CRYSTAL SPRINGS
 BW0181'CONSOLIDATED SCHOOL, 64.1 M (210.3 FT) EAST OF THE CENTER OF THE
 BW0181'STREET, 7.0 M (23.0 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE
 BW0181'AND THE WEST ENTRANCE DRIVEWAY TO THE SCHOOL, 1.3 M (4.3 FT) ABOVE
 BW0181'THE GROUND SURFACE, AND 0.6 M (2.0 FT) SOUTH OF THE SOUTH FACE OF THE
 BW0181'ENTRANCE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0752 ***********************************************************************
 EG0752  DESIGNATION -  H 9 57 B USE
 EG0752  PID         -  EG0752
 EG0752  STATE/COUNTY-  MS/LEE
 EG0752  USGS QUAD   -  BALDWYN (1973)
 EG0752
 EG0752                         *CURRENT SURVEY CONTROL
 EG0752  ___________________________________________________________________
 EG0752* NAD 83(1986)-  34 30 23.     (N)    088 37 59.     (W)     SCALED    
 EG0752* NAVD 88     -       115.826  (meters)     380.01   (feet)  POSTED    
 EG0752  ___________________________________________________________________
 EG0752  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0752  DYNAMIC HT  -         115.710 (meters)     379.63  (feet)  COMP
 EG0752  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EG0752
 EG0752  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EG0752
 EG0752.The horizontal coordinates were scaled from a topographic map and have
 EG0752.an estimated accuracy of +/- 6 seconds.
 EG0752
 EG0752.The orthometric height was determined by differential leveling
 EG0752.and adjusted by the  in 1992.
 EG0752.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EG0752.rate of 1.1 thru 2.0 mm/km.
 EG0752
 EG0752.The geoid height was determined by GEOID03.
 EG0752
 EG0752.The dynamic height is computed by dividing the NAVD 88
 EG0752.geopotential number by the normal gravity value computed on the
 EG0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0752.degrees latitude (g = 980.6199 gals.).
 EG0752
 EG0752.The modeled gravity was interpolated from observed gravity values.
 EG0752
 EG0752;                    North         East    Units  Estimated Accuracy
 EG0752;SPC MS E     -   555,140.      318,390.      MT  (+/- 180 meters Scaled)
 EG0752
 EG0752                          SUPERSEDED SURVEY CONTROL
 EG0752
 EG0752  NGVD 29 (??/??/92)  115.77   (m)          379.8    (f) COMPUTED    1 2
 EG0752
 EG0752.Superseded values are not recommended for survey control.
 EG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0752.See file dsdata.txt to determine how the superseded data were derived.
 EG0752
 EG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD500195(NAD 83)
 EG0752_MARKER: DD = SURVEY DISK
 EG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0752_STAMPING: TRAV. STA. H 9-57 B 1937
 EG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0752+STABILITY: SURFACE MOTION
 EG0752
 EG0752  HISTORY     - Date     Condition        Report By
 EG0752  HISTORY     - 1937     MONUMENTED       DOD
 EG0752  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0752  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0752
 EG0752                          STATION DESCRIPTION
 EG0752
 EG0752'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0752'IN BALDWYN.
 EG0752'AT BALDWYN, LEE COUNTY, ON THE GM AND O RAILROAD, 21 RAILS SOUTH OF
 EG0752'THE SOUTH END OF THE STATION, 94 FEET SOUTH OF A SIDING SWITCH,
 EG0752'OPPOSITE A POLE EAST OF THE TRACK, AND 4 FEET EAST OF THE EAST RAIL OF
 EG0752'THE MAIN TRACK.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD DISK,
 EG0752'STAMPED TRAV. STA. H 9-57 B 1937 AND SET IN THE TOP OF A CONCRETE POST
 EG0752'FLUSH WITH THE GROUND.
 EG0752
 EG0752                          STATION RECOVERY (1982)
 EG0752
 EG0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0752'NOT RECOVERED, POSSIBLY COVERED OVER WITH RAILROAD ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AE9522 ***********************************************************************
 AE9522  TIDAL BM    -  This is a Tidal Bench Mark.
 AE9522  DESIGNATION -  HAAS RESET
 AE9522  PID         -  AE9522
 AE9522  STATE/COUNTY-  MS/HANCOCK
 AE9522  USGS QUAD   -  ENGLISH LOOKOUT (1996)
 AE9522
 AE9522                         *CURRENT SURVEY CONTROL
 AE9522  ___________________________________________________________________
 AE9522* NAD 83(1993)-  30 12 22.34091(N)    089 34 24.11195(W)     ADJUSTED  
 AE9522* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AE9522  ___________________________________________________________________
 AE9522  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AE9522  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AE9522  HORZ ORDER  -  THIRD
 AE9522
 AE9522.The horizontal coordinates were established by classical geodetic methods
 AE9522.and adjusted by the National Geodetic Survey in May 1994.
 AE9522
 AE9522.The orthometric height was scaled from a topographic map.
 AE9522
 AE9522.This Tidal Bench Mark is designated as VM 11177
 AE9522.by the Center for Operational Oceanographic Products and Services.
 AE9522
 AE9522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9522
 AE9522.The geoid height was determined by GEOID03.
 AE9522
 AE9522;                    North         East     Units Scale Factor Converg.
 AE9522;SPC MS E     -    78,510.498   228,747.811   MT  1.00001261   -0 22 20.4
 AE9522;SPC MS E     -   257,579.86    750,483.44   sFT  1.00001261   -0 22 20.4
 AE9522;SPC LA S     -   190,424.801 1,169,442.518   MT  0.99993214   +0 52 48.0
 AE9522;SPC LA S     -   624,752.03  3,836,745.99   sFT  0.99993214   +0 52 48.0
 AE9522;UTM  16      - 3,344,435.016   252,278.261   MT  1.00035715   -1 17 43.3
 AE9522
 AE9522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9522!SPC MS E     -   1.00000389  x   1.00001261  =   1.00001650
 AE9522!SPC LA S     -   1.00000389  x   0.99993214  =   0.99993603
 AE9522!UTM  16      -   1.00000389  x   1.00035715  =   1.00036104
 AE9522
 AE9522|---------------------------------------------------------------------|
 AE9522| PID    Reference Object                     Distance      Geod. Az  |
 AE9522|                                                           dddmmss.s |
 AE9522| AE6857 HAAS RM 1                            14.469 METERS 03127     |
 AE9522| DD8873 HAAS RM 2                             9.638 METERS 11125     |
 AE9522| AE9508 HAAS AZ MK                                         3472749.4 |
 AE9522|---------------------------------------------------------------------|
 AE9522
 AE9522                          SUPERSEDED SURVEY CONTROL
 AE9522
 AE9522  NAD 83(1993)-  30 12 22.35180(N)    089 34 24.10999(W) AD(       ) 3
 AE9522  NAD 83(1986)-  30 12 22.35433(N)    089 34 24.10673(W) AD(       ) 3
 AE9522
 AE9522.Superseded values are not recommended for survey control.
 AE9522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9522.See file dsdata.txt to determine how the superseded data were derived.
 AE9522
 AE9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5227844435(NAD 83)
 AE9522_MARKER: DS = TRIANGULATION STATION DISK
 AE9522_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE9522+WITH SETTING: INFORMATION.
 AE9522_SP_SET: CRIMPED ON WELD ROD IN CONCRETE
 AE9522_STAMPING: HAAS 1966 1972
 AE9522_PROJECTION: PROJECTING 7 CENTIMETERS
 AE9522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9522
 AE9522  HISTORY     - Date     Condition        Report By
 AE9522  HISTORY     - 1972     MONUMENTED       NGS
 AE9522
 AE9522                          STATION DESCRIPTION
 AE9522
 AE9522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AE9522'THE STATION WAS VISITED 6-21-72 AND THE STATION MARK WAS FOUND
 AE9522'DISTURBED.  REFERENCE MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 AE9522'WERE FOUND IN GOOD CONDITION.  THE STATION WAS A DISK ON A
 AE9522'COPPERWELD ROD WHICH WAS BENT.  THE ROD WAS STRAIGHTENED AND
 AE9522'PLACED IN ITS ORIGINAL POSITION FROM THE MEASUREMENTS AND ANGLES
 AE9522'FROM THE REFERENCE MARKS.  THE MARK WAS THEN REINFORCED WITH
 AE9522'CONCRETE.  THE AZIMUTH MARK IS VISIBLE FROM THE GROUND AT THE
 AE9522'STATION.  A NEW DESCRIPTION FOLLOWS--
 AE9522'
 AE9522'THE STATION IS LOCATED ABOUT 9.5 MILES EAST-NORTHEAST OF FORT
 AE9522'PIKE, 10 MILES SOUTHWEST OF WAVELAND, AND ABOUT 1 MILE NORTHEAST
 AE9522'OF PEARL RIVER ON PROPERTY OF THE INTERNATIONAL PAPER CO.  IT IS
 AE9522'ON THE NORTH SHORE OF THE MULLATTO BAYOU, ABOUT 0.2 MILE
 AE9522'SOUTHEAST OF A GROUP OF HOUSES, 21 FEET NORTH OF THE NORTH EDGE
 AE9522'OF THE BAYOU, 64 FEET EAST OF THE CENTER OF THE SOUTH END OF A
 AE9522'TRACK ROAD, 43 FEET WEST OF A WIRE FENCE, 53 FEET NORTHWEST OF A
 AE9522'2-FOOT OAK TREE, AND 2 FEET WEST OF A METAL WITNESS POST.  IT IS
 AE9522'A TRIANGULATION STATION DISK CRIMPED ON A 5/8 INCH COPPER
 AE9522'WELD ROD DRIVEN 16 FEET IN THE GROUND, REINFORCE WITH A 12-INCH
 AE9522'CONCRETE POST POURED AROUND THE ROD, PROJECTING 2 INCHES.
 AE9522'STAMPED HAAS 1966 1972.
 AE9522'
 AE9522'REFERENCE MARK NO. 1 IS 47.47 FEET NORTHEAST OF THE STATION, 54
 AE9522'FEET NORTH OF THE SOUTH SIDE OF THE CONCRETE SEA WALL, 53 FEET
 AE9522'NORTHWEST OF THE 2-FOOT OAK TREE, AND 1 FOOT WEST OF A METAL
 AE9522'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED HAAS NO 1 1966,
 AE9522'FLUSH WITH THE GROUND.
 AE9522'
 AE9522'REFERENCE MARN NO. 2 IS 31.62 FEET SOUTHEAST OF THE STATION, SET
 AE9522'IN A DRILL HOLE IN THE TOP OF THE CONCRETE SEA WALL AND ABOUT 25
 AE9522'FEET SOUTHWEST OF THE 2-FOOT OAK TREE.  IT IS A REFERENCE MARK
 AE9522'DISK STAMPED HAAS NO 2 1966.
 AE9522'
 AE9522'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 180 FEET
 AE9522'WNW OF THE NORTHWEST CORNER OF A LARGE HOUSE, 105 FEET NORTH OF
 AE9522'THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 163 FEET WSW
 AE9522'OF THE WEST END OF THE GATE, 143 FEET WEST OF THE CENTER OF THE
 AE9522'ROAD, 112 FEET WNW OF THE 4-FOOT OAK TREE, 1 FOOT EAST OF A FENCE
 AE9522'LINE AND 2-FEET NORTH OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 AE9522'MARK DISK STAMPED HAAS 1966 FLUSH WITH THE GROUND.
 AE9522'
 AE9522'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE PEARL
 AE9522'RIVER AT THE LOUISIANA-MISSISSIPPI STATE LINE, GO EAST ON
 AE9522'U.S. HIGHWAY 90 FOR 3.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 AE9522'GO 3.05 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO
 AE9522'A T INTERSECTION, TURN LEFT AND GO 0.3 MILE TO A T INTERSECTION,
 AE9522'TURN RIGHT AND GO 2.5 MILE TO A METAL GATE, CONTINUE ABOUT 200
 AE9522'FEET TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 AE9522'CONTINUE SOUTH FOR 0.2 MILE PASSING TO THE RIGHT OF THE LARGE
 AE9522'HOUSE, TO THE BAYOU AND THE STATION ON THE LEFT.
 AE9522'
 AE9522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AE9522'10 MILES SOUTHWEST OF WAVELAND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2211 ***********************************************************************
 BW2211  DESIGNATION -  HALA
 BW2211  PID         -  BW2211
 BW2211  STATE/COUNTY-  MS/LINCOLN
 BW2211  USGS QUAD   -  WESSON (1972)
 BW2211
 BW2211                         *CURRENT SURVEY CONTROL
 BW2211  ___________________________________________________________________
 BW2211* NAD 83(1993)-  31 39 01.22035(N)    090 24 34.53694(W)     ADJUSTED  
 BW2211* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 BW2211  ___________________________________________________________________
 BW2211  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BW2211  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW2211  HORZ ORDER  -  SECOND
 BW2211
 BW2211.The horizontal coordinates were established by classical geodetic methods
 BW2211.and adjusted by the National Geodetic Survey in May 1994.
 BW2211
 BW2211.The orthometric height was scaled from a topographic map.
 BW2211
 BW2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2211
 BW2211.The geoid height was determined by GEOID03.
 BW2211
 BW2211;                    North         East     Units Scale Factor Converg.
 BW2211;SPC MS W     -   238,382.038   692,767.076   MT  0.99995064   -0 02 24.1
 BW2211;SPC MS W     -   782,091.74  2,272,853.32   sFT  0.99995064   -0 02 24.1
 BW2211;UTM  15      - 3,504,594.458   745,639.603   MT  1.00034425   +1 21 35.8
 BW2211
 BW2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2211!SPC MS W     -   0.99997896  x   0.99995064  =   0.99992960
 BW2211!UTM  15      -   0.99997896  x   1.00034425  =   1.00032320
 BW2211
 BW2211:                Primary Azimuth Mark                     Grid Az
 BW2211:SPC MS W     -  WESSON WATER TANK                        011 41 08.2
 BW2211:UTM  15      -  WESSON WATER TANK                        010 17 08.3
 BW2211
 BW2211|---------------------------------------------------------------------|
 BW2211| PID    Reference Object                     Distance      Geod. Az  |
 BW2211|                                                           dddmmss.s |
 BW2211| BW2212 WESSON WATER TANK                   APPROX. 5.7 KM 0113844.1 |
 BW2211| AI2724 HALA RM 1                            20.634 METERS 04038     |
 BW2211| AI2726 HALA RM 2                            23.013 METERS 16528     |
 BW2211| AI2725 HALA AZ MK                                         1881926.7 |
 BW2211| BW2209 BROOKHAVEN WATER TANK               APPROX. 7.9 KM 2003531.6 |
 BW2211| BW2208 BROOKHAVEN CONCRETE STACK           APPROX. 8.0 KM 2013725.3 |
 BW2211|---------------------------------------------------------------------|
 BW2211
 BW2211                          SUPERSEDED SURVEY CONTROL
 BW2211
 BW2211  NAD 83(1986)-  31 39 01.23645(N)    090 24 34.53358(W) AD(       ) 2
 BW2211  NAD 27      -  31 39 00.63300(N)    090 24 34.19800(W) AD(       ) 2
 BW2211
 BW2211.Superseded values are not recommended for survey control.
 BW2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2211.See file dsdata.txt to determine how the superseded data were derived.
 BW2211
 BW2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4564004594(NAD 83)
 BW2211_MARKER: DS = TRIANGULATION STATION DISK
 BW2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2211_STAMPING: HALA 1946
 BW2211_MARK LOGO: CGS   
 BW2211_PROJECTION: PROJECTING 2 CENTIMETERS
 BW2211_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2211+STABILITY: SURFACE MOTION
 BW2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2211+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 BW2211
 BW2211  HISTORY     - Date     Condition        Report By
 BW2211  HISTORY     - 1946     MONUMENTED       CGS
 BW2211  HISTORY     - 1956     GOOD             CGS
 BW2211  HISTORY     - 1965     GOOD             CGS
 BW2211  HISTORY     - 1967     GOOD             USE
 BW2211  HISTORY     - 1968     GOOD             MSHD
 BW2211  HISTORY     - 1970     GOOD             MSSU
 BW2211  HISTORY     - 1981     MARK NOT FOUND   MSU
 BW2211  HISTORY     - 19810621 GOOD             NGS
 BW2211  HISTORY     - 20020225 GOOD             INDIV
 BW2211
 BW2211                          STATION DESCRIPTION
 BW2211
 BW2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2211'THE STATION IS LOCATED 5 MILES NNE OF BROOKHAVEN, 3.5 MILES
 BW2211'SSW OF WESSON, ALONG U.S. HIGHWAY 51, ON LAND OWNED BY A MR.
 BW2211'C. STONE.  IT IS 65 FEET W OF HIGHWAY 51, 42 FEET S OF AN
 BW2211'ELECTRIC POLE, 39 FEET NW OF THE APPROXIMATE CENTER OF A WIRE
 BW2211'GATE, AND 5.8 FEET W OF A STANDARD WHITE WITNESS POST.
 BW2211'
 BW2211'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2211'HALA 1946, AND PROJECTS 3 INCHES.  UNDERGROUND MARK IS A
 BW2211'BRONZE STATION DISK SET IN CONCRETE.
 BW2211'
 BW2211'REFERENCE MARK 1 IS 65.27 FEET NE OF THE STATION, 33 FEET W
 BW2211'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, AND 1 FOOT W
 BW2211'OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 BW2211'STAMPED HALA NO 1 1946, AND PROJECTS 6 INCHES.
 BW2211'
 BW2211'REFERENCE MARK 2 IS 75.50 FEET SE OF THE STATION, 32 FEET W
 BW2211'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, AND 1 FOOT W
 BW2211'OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 BW2211'STAMPED HALA NO 2 1946, AND PROJECTS 6 INCHES.
 BW2211'
 BW2211'THE AZIMUTH MARK IS 0.45 MILE S OF THE STATION, 39 FEET W OF
 BW2211'THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, 37 FEET SE OF AN
 BW2211'ELECTRIC POLE, 9.5 FEET E OF A WIRE FENCE, AND 3 FEET SW OF A
 BW2211'STANDARD WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 BW2211'IN CONCRETE, STAMPED HALA 1946, AND PROJECTS 4 INCHES.
 BW2211'
 BW2211'TO REACH THE STATION FROM THE CAUTION LIGHT IN WESSON, GO S
 BW2211'ON U.S. HIGHWAY 51 FOR 3.5 MILES TO STATION ON RIGHT AS
 BW2211'DESCRIBED.
 BW2211'
 BW2211'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT
 BW2211'AHEAD ON HIGHWAY 51 FOR 0.45 MILE TO AZIMUTH MARK ON RIGHT
 BW2211'AS DESCRIBED.
 BW2211'
 BW2211'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BW2211
 BW2211                          STATION RECOVERY (1956)
 BW2211
 BW2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2211'THE STATION WAS VISITED 8-27-56.  THE STATION AND REFERENCE
 BW2211'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2211'MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.  DUE TO THE
 BW2211'CHANGES IN U.S. HIGHWAY 51 A NEW DESCRIPTION TO REACH THE
 BW2211'STATION FOLLOWS--
 BW2211'
 BW2211'TO REACH THE STATION FROM THE SOUTH TRAFFICE LIGHT IN WESSON,
 BW2211'GO SOUTH ON U.S. HIGHWAY 51 FOR 0.9 MILE TO A SIDE ROAD LEFT
 BW2211'(OLD HIGHWAY 51), TURN LEFT AND GO 2.8 MILES TO THE STATION ON
 BW2211'THE RIGHT.
 BW2211
 BW2211                          STATION RECOVERY (1965)
 BW2211
 BW2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 BW2211'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 BW2211'AZIMUTH MARK WAS NOT SEARCHED FOR - REPORTED DESTROYED.  THE
 BW2211'TO REACH IS ADEQUATE.
 BW2211
 BW2211                          STATION RECOVERY (1967)
 BW2211
 BW2211'RECOVERY NOTE BY US ENGINEERS 1967 (RFB)
 BW2211'STATION, R.M. 1 AND R.M. 2 FOUND IN GOOD CONDITION.
 BW2211
 BW2211                          STATION RECOVERY (1968)
 BW2211
 BW2211'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2211'THE STATION WAS VISITED 1-8-68 AND THE STATION MARK, REFERENCE
 BW2211'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2211'AZIMUTH WAS REPORTED DESTROYED BY A PREVIOUS DESCRIPTION.
 BW2211'
 BW2211'THE STATION IS LOCATED 3.5 MILES SOUTH SOUTHWEST OF WESSON
 BW2211'AND 5.2 MILES NORTHEAST OF BROOKHAVEN IN THE NORTHWEST, 1/4
 BW2211'OF SECTION 21, T 8N, R 8E AND ON PROPERTY OWNED BY MR. C. STONE.
 BW2211'IT IS 65 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 42
 BW2211'FEET SOUTHWEST OF POWER LINE POLE NO. 78, 16 FEET NORTHWEST
 BW2211'OF AN 8 INCH TWIN OAK, 20 FEET SOUTHWEST OF A 7 INCH TWIN
 BW2211'OAK AND 36 FEET WEST OF A FENCE.
 BW2211'
 BW2211'IT IS A STANDARD TRIANGULATION DISK, STAMPED HALA 1946 PROJECTING
 BW2211'4 INCHES.
 BW2211'
 BW2211'REFERENCE MARK NO. 1 IS 65.27 FEET NORTHEAST OF THE STATION.
 BW2211'IT IS 32.5 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 35.5
 BW2211'FEET NORTH NORTHWEST OF POWER LINE POLE NO. 78 AND 4.5 FEET
 BW2211'WEST OF A METAL WITNESS POST AND A FENCE.  IT IS A STANDARD
 BW2211'DISK STAMPED HALA NO 1 1946 NO 1 1946 PROJECTING 6 INCHES.
 BW2211'
 BW2211'REFERENCE MARK NO. 2 IS 75.50 FEET SOUTHEAST OF THE STATION.
 BW2211'IT IS 31 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 40 FEET
 BW2211'NORTHEAST OF A 16 INCH OAK AND 3 FEET WEST OF A METAL WITNESS
 BW2211'POST AND A FENCE.  IT IS A STANDARD REFERENCE MARK DISK
 BW2211'STAMPED HALA NO 2 1946 PROJECTING 6 INCHES.
 BW2211'
 BW2211'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WESSON
 BW2211'GO SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.9 MILE TO A SIDE ROAD
 BW2211'LEFT.  TURN LEFT (SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD
 BW2211'FOR 0.4 MILE TO A REVERSE Y-INTERSECTION.  TURN RIGHT (SOUTHWEST)
 BW2211'AND CONTINUE ON A BLACKTOP ROAD FOR 2.35 MILES TO THE TOP
 BW2211'OF A HILL AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW2211'
 BW2211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 BW2211'SOUTH SOUTHWEST OF WESSON
 BW2211
 BW2211                          STATION RECOVERY (1970)
 BW2211
 BW2211'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2211'THE STATION WAS RECOVERED AS DESCRIBED BY MSHD IN 68
 BW2211
 BW2211                          STATION RECOVERY (1981)
 BW2211
 BW2211'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1981 (RB)
 BW2211'HALA NO 1 1946 FOUND DESTROYED BOTH POSTS WITH DISK INTACT UPROOTED.
 BW2211'
 BW2211'HALA NO 2 1946 FOUND DESTROYED BY ROAD CONSTRUCTION.
 BW2211'
 BW2211'STATION MARK NOT SEARCHED FOR ON THIS DATE.  A NEW HOUSE HAS BEEN
 BW2211'BUILT IN GENERAL AREA.
 BW2211'
 BW2211'METER OR FOOT VALUE FROM STATION IN ERROR.
 BW2211'
 BW2211'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES ST OF WESSON.
 BW2211
 BW2211                          STATION RECOVERY (1981)
 BW2211
 BW2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BW2211'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO
 BW2211'1 AND NO 2 WERE FOUND DESTROYED.  THE AZIMUTH MARK WAS PREVIOUSLY
 BW2211'REPORTED DESTROYED.  NO LOCATION WAS FOUND FOR A NEW AZIMUTH MARK.
 BW2211'REFERENCE MARK NO1 WAS RESET IN A NEW LOCATION AS REFERENCE MARK NO 3
 BW2211'AND CAN BE USED AS A SHORT AZIMUTH.  NEW REFERENCE MARKS NO 4 AND NO 5
 BW2211'WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 BW2211'STATION IS LOCATED 3.5 MI (5.6 KM) SOUTH SOUTHWEST OF WESSON, 5.2 MI
 BW2211'(8.4 KM) NORTHEAST OF BROOKHAVEN IN THE NORTHWEST QUARTER OF SECTION
 BW2211'21, T 8N, R 8E, ON PROPERTY OWNED AND OCCUPIED BY R V TAYLOR.  TO
 BW2211'REACH FROM THE POST OFFICE IN WESSON GO SOUTHWEST ON US HIGHWAY 51 FOR
 BW2211'0.9 MI (1.4 KM) TO A PAVED SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 BW2211'SOUTHEAST FOR 0.4 MI (0.6 KM) TO A REVERSE Y-INTERSECTION, TURN RIGHT
 BW2211'AND CONTINUE SOUTHERLY FOR 2.35 MI (3.78 KM) TO A HOUSE AND STATION ON
 BW2211'THE RIGHT.
 BW2211'STATION MARK IS A STANDARD DISK STAMPED--HALA 1946--, SET IN THE TOP
 BW2211'OF A SQUARE CONCRETE POST, PROJECTING 1 INCH. IT IS IN FRONT YARD OF A
 BW2211'NEW TWO STORY HOUSE, 105.6 FT (32.2 M) EAST OF THE NORTHEAST CORNER OF
 BW2211'PORCH OF HOUSE, 65 FT (19.8 M) WEST OF THE CENTER OF PAVED ROAD, 46.6
 BW2211'FT (14.2 M) SOUTHWEST OF A POWER POLE, 46 FT (14.0 M) NORTH OF THE
 BW2211'CENTER OF SOUTH DRIVEWAY AND 20 FT (6.1 M) SOUTH SOUTHWEST OF A FORKED
 BW2211'TRUNKED OAK TREE.  REFERENCE MARK 3 IS A STANDARD DISK STAMPED--HALA
 BW2211'NO 3 1946 1981--, SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 4
 BW2211'INCHES.  IT IS 45.3 FT (13.8 M) SOUTHEAST OF AN 18 INCH OAK TREE, 26
 BW2211'FT (7.9 M) WEST OF THE CENTER OF PAVED ROAD, 1.7 FT (0.5 M) EAST OF A
 BW2211'POWER POLE AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST AND SIGN.
 BW2211'REFERENCE MARK 4 IS A STANDARD DISK STAMPED--HALA 1946 NO 4 1981--,
 BW2211'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 27
 BW2211'FT (8.2 M) WEST OF THE CENTER OF PAVED ROAD, 29.3 FT (8.9 M) EAST
 BW2211'NORTHEAST OF A FORKED TRUNK OAK TREE, 45 FT (13.7 M) NORTH OF THE
 BW2211'CENTER OF DRIVEWAY ENTRANCE, 2.5 FT (0.8 M) SOUTH OF A POWER POLE AND
 BW2211'1 FT (0.3 M) NORTH OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK 5
 BW2211'IS A STANDARD DISK STAMPED --HALA 1946 NO 5 1981--, SET IN TOP OF A
 BW2211'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 92.3 FT (28.1 M)
 BW2211'SOUTH OF A POWER POLE, 44 FT (13.4 M) SOUTH OF THE CENTER OF DRIVEWAY
 BW2211'ENTRANCE, 30 FT (9.1 M) WEST OF CENTER OF PAVED ROAD AND 1 FT (0.3 M)
 BW2211'WEST OF A METAL WITNESS POST AND SIGN.
 BW2211
 BW2211                          STATION RECOVERY (2002)
 BW2211
 BW2211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWB)
 BW2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2341 ***********************************************************************
 BW2341  DESIGNATION -  HALL
 BW2341  PID         -  BW2341
 BW2341  STATE/COUNTY-  MS/COPIAH
 BW2341  USGS QUAD   -  SMYRNA (1963)
 BW2341
 BW2341                         *CURRENT SURVEY CONTROL
 BW2341  ___________________________________________________________________
 BW2341* NAD 83(1993)-  31 52 25.35799(N)    090 36 17.16863(W)     ADJUSTED  
 BW2341* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BW2341  ___________________________________________________________________
 BW2341  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BW2341  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BW2341  HORZ ORDER  -  THIRD
 BW2341
 BW2341.The horizontal coordinates were established by classical geodetic methods
 BW2341.and adjusted by the National Geodetic Survey in May 1994.
 BW2341
 BW2341.The orthometric height was scaled from a topographic map.
 BW2341
 BW2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2341
 BW2341.The geoid height was determined by GEOID03.
 BW2341
 BW2341;                    North         East     Units Scale Factor Converg.
 BW2341;SPC MS W     -   263,178.430   674,317.333   MT  0.99995813   -0 08 36.0
 BW2341;SPC MS W     -   863,444.57  2,212,322.78   sFT  0.99995813   -0 08 36.0
 BW2341;UTM  15      - 3,528,939.379   726,581.332   MT  1.00023320   +1 15 55.2
 BW2341
 BW2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2341!SPC MS W     -   0.99998980  x   0.99995813  =   0.99994793
 BW2341!UTM  15      -   0.99998980  x   1.00023320  =   1.00022300
 BW2341
 BW2341|---------------------------------------------------------------------|
 BW2341| PID    Reference Object                     Distance      Geod. Az  |
 BW2341|                                                           dddmmss.s |
 BW2341| AI2956 HALL RM 2                            20.925 METERS 00141     |
 BW2341| BW2339 GLANCY                              APPROX. 8.0 KM 1371848.2 |
 BW2341| AI2955 HALL RM 1                            19.200 METERS 24223     |
 BW2341| AI2957 HALL AZ MK                                         2910410.1 |
 BW2341|---------------------------------------------------------------------|
 BW2341
 BW2341                          SUPERSEDED SURVEY CONTROL
 BW2341
 BW2341  NAD 83(1986)-  31 52 25.37229(N)    090 36 17.16475(W) AD(       ) 3
 BW2341  NAD 27      -  31 52 24.79600(N)    090 36 16.81400(W) AD(       ) 3
 BW2341
 BW2341.Superseded values are not recommended for survey control.
 BW2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2341.See file dsdata.txt to determine how the superseded data were derived.
 BW2341
 BW2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR2658128939(NAD 83)
 BW2341_MARKER: DS = TRIANGULATION STATION DISK
 BW2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2341_STAMPING: HALL
 BW2341_MARK LOGO: CGS   
 BW2341_PROJECTION: PROJECTING 15 CENTIMETERS
 BW2341_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2341+STABILITY: SURFACE MOTION
 BW2341
 BW2341  HISTORY     - Date     Condition        Report By
 BW2341  HISTORY     - 1948     MONUMENTED       CGS
 BW2341  HISTORY     - 1955     GOOD             CGS
 BW2341  HISTORY     - 1965     GOOD             MSHD
 BW2341  HISTORY     - 1982     GOOD             NGS
 BW2341  HISTORY     - 19820621 GOOD             NGS
 BW2341
 BW2341                          STATION DESCRIPTION
 BW2341
 BW2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2341'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BARLOW, 165
 BW2341'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HALL
 BW2341'HILL BAPTIST CHURCH, 150 FEET NORTH OF A WOOD GATE, 21 FEET
 BW2341'NORTHWEST OF THE CENTER OF A FARM LANE, AND 7 FEET SOUTH-SOUTHWEST
 BW2341'OF A WITNESS POST.  IT IS STAMPED HALL 1948, AND PROJECTS
 BW2341'8 INCHES.
 BW2341'
 BW2341'REFERENCE MARK NO. 1 IS 62.99 FEET SOUTHWEST OF THE STATION,
 BW2341'23 FEET NORTHWEST OF THE CENTER OF THE FARM LANE, AND 10
 BW2341'FEET EAST OF A WIRE FENCE.  IT IS STAMPED HALL NO 1 1948,
 BW2341'AND PROJECTS 10 INCHES.
 BW2341'
 BW2341'REFERENCE MARK NO. 2 IS 68.65 FEET NORTH OF THE STATION,
 BW2341'65 FEET WEST OF THE CENTER OF THE FARM LANE, 61.5 FEET
 BW2341'NORTHWEST OF THE WITNESS POST, AND 35 FEET EAST OF THE WIRE
 BW2341'FENCE.  IT IS STAMPED HALL NO 2 1948, AND PROJECTS 12 INCHES.
 BW2341'
 BW2341'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST-NORTHWEST OF
 BW2341'THE STATION, 70 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 BW2341'55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 BW2341'15 FEET WEST OF THE CENTER OF A FARM LANE, AND 3 FEET NORTH
 BW2341'OF A WITNESS POST.  IT IS STAMPED HALL 1948, AND PROJECTS
 BW2341'10 INCHES.
 BW2341'
 BW2341'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BW2341'51 AND STATE HIGHWAY 20 IN HAZLEHURST, GO WESTERLY ON NO.
 BW2341'20 FOR 3.05 MILES TO A FORK.  THEN RIGHT, WESTERLY, ON A GRAVEL
 BW2341'ROAD FOR 10.75 MILES TO THE HALL HILL BAPTIST CHURCH AND THE
 BW2341'STATION ON THE LEFT.
 BW2341'
 BW2341'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 BW2341'ON THE GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BW2341'
 BW2341'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BW2341
 BW2341                          STATION RECOVERY (1955)
 BW2341
 BW2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2341'THE STATION WAS VISITED 10-11-55 AND ALL THE MARKS WERE FOUND
 BW2341'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 BW2341'THE STATION WITHOUT EXTENSIVE CLEARING.  THE DESCRIPTION
 BW2341'IS ADEQUATE WITH A CORRECTED TO REACH WHICH FOLLOWS--
 BW2341'
 BW2341'TO REACH THE STATION FROM THE COURTHOUSE IN HAZELHURST GO
 BW2341'NORTH ON U.S. HIGHWAY 51 FOR 0.4 MILE TO THE JUNCTION WITH
 BW2341'STATE HIGHWAY 20, TURN LEFT ON STATE HIGHWAY 20 AND GO 3.0
 BW2341'MILES TO A CROSSROAD, TURN RIGHT ON HARD SURFACED ROAD
 BW2341'AND GO 4.25 MILES TO A SIDE ROAD LEFT AND A STORE IN THE
 BW2341'SOUTHEAST ANGLE, KEEP STRAIGHT AHEAD FOR 1.75 MILE TO A
 BW2341'FORK, TAKE LEFT FORK, HARD SURFACED ROAD, AND GO 4.0 MILES
 BW2341'TO THE HALL HILL BAPTIST CHURCH ON LEFT, TURN LEFT ON DRIVEWAY
 BW2341'TO THE CHURCH, PASS TO THE LEFT OF THE CHURCH AND GO 0.15
 BW2341'MILE TO THE MARK ON THE RIGHT, AT THE T-INTERSECTION OF
 BW2341'DIRT ROADS.
 BW2341
 BW2341                          STATION RECOVERY (1965)
 BW2341
 BW2341'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2341'THE STATION WAS VISITED 12-9-65 AND ALL MARKS WERE FOUND IN
 BW2341'GOOD CONDITION.
 BW2341'
 BW2341'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE FRONT
 BW2341'ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN HAZLEHURST.
 BW2341'GO NORTH FOR 0.35 MILE TO HIGHWAY 28.  TURN LEFT ON HIGHWAY
 BW2341'28 AND GO 0.95 MILE TO INTERSTATE 55 OVERPASS.  CONTINUE
 BW2341'STRAIGHT FOR 2.15 MILES TO AN INTERSECTION.  TURN RIGHT AND
 BW2341'GO 10.4 MILES TO A SIDE ROAD LEFT JUST WEST OF HALL HILL
 BW2341'CHURCH.  THE STATION IS LOCATED 0.05 MILES UP THIS SIDE ROAD ON
 BW2341'THE RIGHT.  TO REACH THE AZIMUTH, CONTINUE ON MAIN ROAD FOR
 BW2341'0.3 MILES TO A GAP AND THE MARK ON THE RIGHT.
 BW2341'
 BW2341'STATION DISK IS STAMPED HALL 1948 AND PROJECTS 8 INCHES.
 BW2341'IT IS 165 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE CHURCH,
 BW2341'25 FEET WEST OF A FARM LANE, 13 FEET WEST OF POWER POLE NO.
 BW2341'635 AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BW2341'
 BW2341'R.M. 1 IS 27 FEET WEST OF A FARM LANE AND 10 FEET EAST OF
 BW2341'A WIRE FENCE, IS STAMPED HALL NO 1 1948 AND PROJECTS 10
 BW2341'INCHES.
 BW2341'
 BW2341'R.M. 2 IS 65 FEET WEST OF CENTER OF A FARM LANE AND 35
 BW2341'FEET EAST OF A WIRE FENCE, IS STAMPED HALL NO 2 1948 AND
 BW2341'PROJECTS 12 INCHES.
 BW2341'
 BW2341'AZIMUTH MARK IS 70 FEET NORTH OF A GRAVEL ROAD, 6.6 FEET
 BW2341'EAST OF A POWER POLE AND 1.5 FEET EAST OF A METAL WITNESS
 BW2341'POST, IS STAMPED HALL 1948 AND PROJECTS 10 INCHES.
 BW2341
 BW2341                          STATION RECOVERY (1982)
 BW2341
 BW2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BW2341'THE STATION MARK, REFERENCE MARK NO 1 AND AZIMUTH MARK WERE RECOVERED
 BW2341'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AT THIS TIME DUE
 BW2341'TO LARGE PINE TREES AND NO LOCATION FOR A NEW AZIMUTH WAS AVAILABLE.
 BW2341'REFERENCE MARK NO 2 WAS FOUND ON ITS SIDE AND THE MARK WAS RESET NEAR
 BW2341'THE SAME LOCATION AS REFERENCE MARK NO 3.  A NEW DESCRIPTION FOLLOWS.
 BW2341'
 BW2341'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 BW2341'28, ABOUT 0.5 MILE NORTHWEST OF HAZELHURST, GO WEST ON STATE HIGHWAY
 BW2341'28 FOR 2.15 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTHWEST ON MAIN
 BW2341'PAVED ROAD FOR 10.55 MILES TO A GRAVEL ROAD ON THE LEFT, JUST WEST OF
 BW2341'THE HALL HILL CHURCH, TURN LEFT ON GRAVEL ROAD FOR 0.05 MILE TO THE
 BW2341'STATION.
 BW2341'
 BW2341'STATION MARK IS A STANDARD CGS DISK, STAMPED---HALL 1948---SET IN THE
 BW2341'TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS 7.6 METERS
 BW2341'(25.0 FEET) NORTHWEST OF THE CENTER OF GRAVEL ROAD, 4.0 METERS (13.0
 BW2341'FEET) WEST OF POWER POLE NO 635 AND 0.45 METERS (1.5 FEET) SOUTHWEST
 BW2341'OF A METAL WITNESS POST AND SIGN.
 BW2341'
 BW2341'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPED---HALL NO 1 1948
 BW2341'---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS
 BW2341'21.3 METERS (70.0 FEET) SOUTHWEST OF POWER POLE NO 635, 18.9 METERS
 BW2341'(62.0 FEET) SOUTH OF A 38-INCH OAK TREE, 7.6 METERS (25.0 FEET)
 BW2341'NORTHWEST OF THE CENTER OF GRAVEL ROAD AND 0.37 METERS (1.2 FEET)
 BW2341'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BW2341'
 BW2341'REFERENCE MARK NO 3 IS A STANDARD CGS DISK, STAMPED---HALL NO 3 1948
 BW2341'1982---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 8 INCHES.  IT
 BW2341'IS 23.3 METERS (76.5 FEET) NORTH OF POWER POLE NO 635, 21.6 METERS
 BW2341'(71.0 FEET) WEST OF THE CENTER OF GRAVEL ROAD, 17.4 METERS (57.0
 BW2341'FEET) NORTHEAST OF A 38-INCH OAK TREE AND 0.46 METERS (1.5 FEET)
 BW2341'SOUTH OF A METAL WITNESS POST AND SIGN.
 BW2341'
 BW2341'AZIMUTH MARK IS A STANDARD CGS DISK, STAMPED---HALL 1948---SET IN THE
 BW2341'TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS 22.2
 BW2341'METERS (73.0 FEET) NORTH OF THE CENTER OF PAVED ROAD, 12.8 METERS
 BW2341'(42.0 FEET) EAST OF THE CENTER OF FIELD ROAD, 11.9 METERS (39.0 FEET)
 BW2341'NORTH-NORTHEAST OF A POWER POLE, 0.46 METERS (1.5 FEET) EAST OF A
 BW2341'METAL WITNESS POST AND SIGN AND 0.30 METERS (1.0 FOOT) SOUTH OF A
 BW2341'LONE 3-INCH CEDAR TREE.
 BW2341'
 BW2341'TO REACH AZIMUTH MARK FROM GRAVEL SIDEROAD AT CHURCH, GO WEST ON
 BW2341'PAVED ROAD FOR 0.3 MILE TO FIELD ENTRANCE ON RIGHT AND MARK ON RIGHT.
 BW2341
 BW2341                          STATION RECOVERY (1982)
 BW2341
 BW2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BW2341'THE STATION MARK, REFERENCE MARK NO 1 AND AZIMUTH MARK WERE RECOVERED
 BW2341'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT USABLE AT THIS TIME DUE TO
 BW2341'LARGE PINE TREES AND NO LOCATION FOR A NEW AZIMUTH WAS AVAILABLE
 BW2341'REFERENCE NO 2 WAS FOUND ON ITS SIDE AND THE MARK WAS RESET NEAR THE
 BW2341'SAME LOCATION AS REFERENCE MARK NO 3 A NEW DESCRIPTION FOLLOWS.
 BW2341' 
 BW2341'TO REACH FROM THE JUNCTON OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 BW2341'28, ABOUT 0.5 MILE (0.8 KM) NORTHWEST OF HAZLEHURST, GO WEST ON STATE
 BW2341'HIGHWAY 28 FOR 2.15 MILE (3.46 KM) TO A CROSS ROAD, TURN RIGHT AND GO
 BW2341'NORTH WEST ON MAIN PAVED ROAD FOR 10.55 MILES (16.98 KM) TO A GRAVEL
 BW2341'ROAD, 4.0 METERS (13.1 FT) WEST OF POWER POLE NO 635 AND 0.45 METERS
 BW2341'(1.48 FT) SOUTHWEST OF METAL WITNESS POST AND SIGN.
 BW2341' 
 BW2341'STATION MARK IS A STANDARD CGS DISK STAMPED---HALL NO 1948---, SET IN
 BW2341'A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS 7.6 METERS (24.9
 BW2341'FT) NORTHWEST OF THE CENTER OF GRAVEL ROAD, 4.0 METERS (13.1 FT) (13.0
 BW2341'FEEET) WEST OF POWER POLE NO 635 AND 0.45 METERS (1.48 FT) SOUTHWEST
 BW2341'OF METAL WITNESS POST AND SIGN.  REFERENCE MARK NO 1 IS A STANDARD CGS
 BW2341'DISK STAMPED---HALL NO 1 1948--- SET IN TOP OF A SQUARE CONCRETE POST,
 BW2341'PROJECTING 4 INCHES.  IT IS 21.3 METERS (69.9 FT) SOUTHWEST OF POWER
 BW2341'POLE NO 635, 18.9 METERS (62.0 FT) SOUTH OF A 38 INCH OAK TREE, 7.6
 BW2341'METERS (24.9 FT) NORTHWEST OF THE CENTER OF GRAVEL ROAD AND 0.37
 BW2341'METERS (1.21 FT) NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BW2341'REFERENCE MARK NO 3 IS A STANDARD CGS DISK, STAMPED---HALL NO 3 1948
 BW2341'1982---SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 BW2341'IS 23.3 METERS (76.4 FT) NORTH OF POWER POLE NO 635, 21.6 METERS (70.9
 BW2341'FT) WEST OF THE CENTER OF GRAVEL ROAD, 17.4 METERS (57.1 FT) NORTHEAST
 BW2341'OF A 38 INCH OAK TREE AND 0.46 METERS (1.51 FT) SOUTH OF A METAL
 BW2341'WITNESS POST AND SIGN.  AZIMUTH MARK IS A STANDARD CGS DISK
 BW2341'STAMPED---HALL 1948---SET IN THE TOP OF A SQUARE CONCRETE POST,
 BW2341'PROJECTING 6 INCHES.  IT IS 22.2 METERS (72.8 FT) NORTH OF THE CENTER
 BW2341'OF PAVED ROAD, 12.8 METERS (42.0 FT) EAST OF THE CENTER OF FIELD ROAD,
 BW2341'11.9 METERS (39.0 FT) NORTH-NORTHEAST OF A POWER POLE, 0.46 METERS
 BW2341'(1.51 FT) EAST OF A METAL WITNESS POST AND SIGN AND 0.30 METERS (0.98
 BW2341'FT) SOUTH OF A LONE 3 INCH CEDER TREE. THE BEACH AZIMUTH MARK FROM
 BW2341'GRAVEL SIDE ROAD AT CHURCH GO WEST ON PAVED ROAD FOR 0.3 MILE (0.5 KM)
 BW2341'TO FIELD ENTRANCE ON RIGHT AND MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2241 ***********************************************************************
 BW2241  DESIGNATION -  HALLS
 BW2241  PID         -  BW2241
 BW2241  STATE/COUNTY-  MS/LAWRENCE
 BW2241  USGS QUAD   -  TOPEKA (1970)
 BW2241
 BW2241                         *CURRENT SURVEY CONTROL
 BW2241  ___________________________________________________________________
 BW2241* NAD 83(1993)-  31 26 54.86543(N)    090 14 11.20824(W)     ADJUSTED  
 BW2241* NAVD 88     -       143.28   (+/-2cm)     470.1    (feet)  VERTCON   
 BW2241  ___________________________________________________________________
 BW2241  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BW2241  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BW2241  HORZ ORDER  -  SECOND
 BW2241  VERT ORDER  -  THIRD ? (See Below)
 BW2241
 BW2241.The horizontal coordinates were established by classical geodetic methods
 BW2241.and adjusted by the National Geodetic Survey in May 1994.
 BW2241
 BW2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2241.The vertical order pertains to the NGVD 29 superseded value.
 BW2241
 BW2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2241
 BW2241.The geoid height was determined by GEOID03.
 BW2241
 BW2241;                    North         East     Units Scale Factor Converg.
 BW2241;SPC MS W     -   216,013.172   709,209.028   MT  0.99995105   +0 03 02.0
 BW2241;SPC MS W     -   708,703.22  2,326,796.62   sFT  0.99995105   +0 03 02.0
 BW2241;UTM  15      - 3,482,623.000   762,629.235   MT  1.00045082   +1 26 33.6
 BW2241
 BW2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2241!SPC MS W     -   0.99998162  x   0.99995105  =   0.99993267
 BW2241!UTM  15      -   0.99998162  x   1.00045082  =   1.00043243
 BW2241
 BW2241:                Primary Azimuth Mark                     Grid Az
 BW2241:SPC MS W     -  NEW ORLEANS ST LOUIS AWY BCN 9           107 19 14.1
 BW2241:UTM  15      -  NEW ORLEANS ST LOUIS AWY BCN 9           105 55 42.5
 BW2241
 BW2241|---------------------------------------------------------------------|
 BW2241| PID    Reference Object                     Distance      Geod. Az  |
 BW2241|                                                           dddmmss.s |
 BW2241| BW2244 NEW ORLEANS ST LOUIS AWY BCN 9      APPROX.10.6 KM 1072216.1 |
 BW2241| CY3721 HALLS RM 1                           25.612 METERS 16336     |
 BW2241| CY3720 HALLS AZ MK                                        1905557.9 |
 BW2241| BW2281 RUTH                                APPROX. 8.2 KM 2200124.8 |
 BW2241| CY3723 HALLS RM 3                           24.134 METERS 25212     |
 BW2241| CY3722 HALLS RM 2                           34.476 METERS 26814     |
 BW2241|---------------------------------------------------------------------|
 BW2241
 BW2241                          SUPERSEDED SURVEY CONTROL
 BW2241
 BW2241  NAD 83(1986)-  31 26 54.88080(N)    090 14 11.20498(W) AD(       ) 2
 BW2241  NAD 27      -  31 26 54.26200(N)    090 14 10.88200(W) AD(       ) 2
 BW2241  NGVD 29 (07/19/86)  143.29   (m)          470.1    (f) LEVELING    3  
 BW2241
 BW2241.Superseded values are not recommended for survey control.
 BW2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2241.See file dsdata.txt to determine how the superseded data were derived.
 BW2241
 BW2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ6262982623(NAD 83)
 BW2241_MARKER: DS = TRIANGULATION STATION DISK
 BW2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2241
 BW2241  HISTORY     - Date     Condition        Report By
 BW2241  HISTORY     - 1946     MONUMENTED       CGS
 BW2241  HISTORY     - 1955     GOOD             CGS
 BW2241  HISTORY     - 1970     GOOD             MSSU
 BW2241  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BW2241
 BW2241                          STATION DESCRIPTION
 BW2241
 BW2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2241'THE STATION IS LOCATED APPROXIMATELY 10.3 MILES SW OF MONTICELLO,
 BW2241'3.5 MILES NW OF TOPEKA, IN THE N CENTER OF SECTION 31, T. 6
 BW2241'N., R. 10 E., APPROXIMATELY 0.5 MILE E OF THE LINCOLN-LAWRENCE
 BW2241'COUTNY LINE, 6 FEET W OF A STANDARD REFERENCE POST, 18 FEET
 BW2241'W OF A 12-INCH OAK TREE WITH A TRIANGULAR-BLAZE, AND 43 FEET
 BW2241'S OF THE CENTER LINE OF A GRAVEL ROAD.
 BW2241'
 BW2241'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2241'HALLS 1946, AND PROJECTS 1 INCH.  UNDERGROUND MARK IS A BRONZE
 BW2241'STATION DISK SET IN CONCRETE.
 BW2241'
 BW2241'REFERENCE MARK 1 IS 84.04 FEET S OF THE STATION AND 12 FEET
 BW2241'SE OF A 6-INCH PINE TREE.  IT IS A BRONZE REFERENCE DISK
 BW2241'SET IN CONCRETE, STAMPED HALLS NO 1 1946, AND PROJECTS 1 INCH.
 BW2241'
 BW2241'REFERENCE MARK 2 IS 113.11 FEET W OF THE STATION AND 18 FEET
 BW2241'N OF THE CENTER LINE OF AN E-W GRAVEL ROAD.  IT IS A BRONZE
 BW2241'REFERENCE DISK SET IN CONCRETE, STAMPED HALLS NO 2 1946,
 BW2241'AND PROJECTS 1 INCH.
 BW2241'
 BW2241'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF THE STATION,
 BW2241'3 FEET NW OF A STANDARD REFERENCE POST, 31 FEET W OF A 48-INCH
 BW2241'OAK TREE, 16 FEET S OF THE S EDGE OF A CULTIVATED FIELD,
 BW2241'AND 20 FEET N OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.
 BW2241'IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED HALLS 1946,
 BW2241'AND IS FLUSH WITH THE GROUND.
 BW2241'
 BW2241'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BW2241'HIGHWAY 27 IN MONTICELLO, GO S ON HIGHWAY 27 FOR 9.4 MILES
 BW2241'TO A FORK WHERE HIGHWAY 27 GOES LEFT.  LEAVE HIGHWAY 27, TAKING
 BW2241'RIGHT FORK AND FOLLOW MAIN GRAVEL ROAD FOR 2.25 MILES TO
 BW2241'TOPEKA, TURN RIGHT AND GO 3.6 MILES TO THE AZIMUTH MARK ON THE
 BW2241'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE
 BW2241'RIGHT FORK AND GO 0.25 MILE TO THE STATION ON RIGHT AS
 BW2241'DESCRIBED.
 BW2241'
 BW2241'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2241
 BW2241                          STATION RECOVERY (1955)
 BW2241
 BW2241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2241'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2241'CONDITION, THE 1946 DESCRIPTION BY W.J.C. IS ADEQUATE WITH
 BW2241'A CORRECTED TO REACH, WHICH FOLLOWS--
 BW2241'
 BW2241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 BW2241'AND STATE HIGHWAY 27 IN MONTICELLO, GO SOUTH ON STATE HIGHWAY
 BW2241'27 FOR 8.4 MILES TO A SIDE ROAD RIGHT, AT TRIANGULATION
 BW2241'STATION DIVIDE, TURN RIGHT FOR ABOUT 100 FEET THEN TURN LEFT
 BW2241'ON OLD HIGHWAY AND GO 0.35 MILE TO A FORK, TAKE RIGHT FORK
 BW2241'AND GO 2.25 MILES TO A CROSSROAD AT TOPEKA, TURN RIGHT, WEST,
 BW2241'AND GO 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AND THE C.F.
 BW2241'CONNS RESIDENCE ON THE LEFT, CONTINUE WEST FOR 0.2 MILE TO
 BW2241'A FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO THE SUMMIT OF
 BW2241'THE GRADE AND THE STATION ON THE RIGHT.
 BW2241
 BW2241                          STATION RECOVERY (1970)
 BW2241
 BW2241'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2241'IT APPEARS THAT THE STATION HALLS IS REVERSED FROM ITS CORRECT
 BW2241'POSITION ON THE APRIL 1968 HORIZONTAL CONTROL DIAGRAM
 BW2241
 BW2241                          STATION RECOVERY (1973)
 BW2241
 BW2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 BW2241'THE STATION WAS VISITED 2-15-73 AND THE STATION AND REFERENCE
 BW2241'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 BW2241'WAS DESTROYED WHEN THE ROAD WAS WIDENED.  THE AZIMUTH MARK
 BW2241'WAS FOUND DESTROYED AND THE DISK RECLAIMED.  REFERENCE MARK
 BW2241'NO. 3 WAS ESTABLISHED AT THIS DATE.  THE DISTANCE TO REFERENCE
 BW2241'MARK NO. CHECKED SATISFACTORLY.  A NEW DESCRIPTION FOLLOWS--
 BW2241'
 BW2241'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTHWEST OF MONTICELLO
 BW2241'3.5 MILES NORTHWEST OF THE COMMINITY OF TOPEKA, IN THE NE 1/4
 BW2241'OF SEC. 31, T 6N, R 10E, ON THE PROPERTY OWNED BY MR. FRED
 BW2241'CONN.  IT IS 50 FEET SE OF THE CENTER OF THE GRAVELED ROAD,
 BW2241'54 FEET NORTHEAST OF THE PROJECTED CENTER OF THE TRACK ROAD
 BW2241'LEADING NORTHWEST, 99 FEET NORTHWEST OF A LONE 10-INCH OAK
 BW2241'TREE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 BW2241'TRIANGULATION STATION DISK STAMPED HALLS 1946, PROJECTING
 BW2241'1 INCH.
 BW2241'
 BW2241'REFERENCE MARK NO. 1 IS 84.03 FEET FOUTH OF THE STATION,
 BW2241'130 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 16
 BW2241'FEET NORTH OF A LONE 12-INCH OAK TREE AND 1 FOOT SOUTHEAST
 BW2241'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STATION
 BW2241'HALLS NO 1 1946, PROJECTING 2 INCHES.
 BW2241'
 BW2241'REFERENCE MARK NO. 3 IS 79.18 FEET WEST OF THE STATION, 30
 BW2241'FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 34 FEET
 BW2241'SOUTHWEST OF THE PROJECTED CENTER OF THE TRACK ROAD LEADING
 BW2241'NORTHWEST, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 BW2241'AT THE EAST END OF A CURVE IN THE HIGHWAY.  IT IS A REFERENCE
 BW2241'MARK DISK STAMPED HALLS NO 3 1946 1973, PROJECTING 1 INCH.
 BW2241'
 BW2241'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO, GO
 BW2241'WEST ON U.S. HIGHWAY 84 FOR 0.2 MILE TO THE JUNCTION WITH
 BW2241'STATE HIGHWAY 27, TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 BW2241'27 FOR 8.6 MILES TO A SIDE ROAD RIGHT, UST BEYOND TRIANGULATION
 BW2241'STATION DIVIDE, TURN RIGHT AND GO SOUTH AND SOUTHWEST ON BLACK
 BW2241'TOP ROAD FOR 2.6 MILES TO A CROSSROAD AT TOPEKA, TURN RIGHT
 BW2241'AND GO NORTHWEST ON BLACK TOP ROAD FOR 4.0 MILES TO A SIDE ROAD
 BW2241'RIGHT, TURN RIGHT AND GO NORTH AND EAST ON A GRAVELED ROAD
 BW2241'FOR 0.3 MILES TO THE STATION ON THE RIGHT JUST BEYOND A TRACK
 BW2241'ROAD LEFT.
 BW2241'
 BW2241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES
 BW2241'SOUTHWEST OF MONTICELLO
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2399 ***********************************************************************
 BW2399  DESIGNATION -  HAMBURG
 BW2399  PID         -  BW2399
 BW2399  STATE/COUNTY-  MS/JEFFERSON
 BW2399  USGS QUAD   -  ROXIE (1988)
 BW2399
 BW2399                         *CURRENT SURVEY CONTROL
 BW2399  ___________________________________________________________________
 BW2399* NAD 83(1993)-  31 36 42.31830(N)    091 03 37.78180(W)     ADJUSTED  
 BW2399* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BW2399  ___________________________________________________________________
 BW2399  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BW2399  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BW2399  HORZ ORDER  -  SECOND
 BW2399
 BW2399.The horizontal coordinates were established by classical geodetic methods
 BW2399.and adjusted by the National Geodetic Survey in May 1994.
 BW2399
 BW2399.The orthometric height was scaled from a topographic map.
 BW2399
 BW2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2399
 BW2399.The geoid height was determined by GEOID03.
 BW2399
 BW2399;                    North         East     Units Scale Factor Converg.
 BW2399;SPC MS W     -   234,331.031   631,002.868   MT  1.00000869   -0 22 52.2
 BW2399;SPC MS W     -   768,801.06  2,070,215.24   sFT  1.00000869   -0 22 52.2
 BW2399;UTM  15      - 3,499,035.577   683,980.305   MT  1.00001749   +1 01 00.8
 BW2399
 BW2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2399!SPC MS W     -   0.99998165  x   1.00000869  =   0.99999034
 BW2399!UTM  15      -   0.99998165  x   1.00001749  =   0.99999914
 BW2399
 BW2399:                Primary Azimuth Mark                     Grid Az
 BW2399:SPC MS W     -  HAMBURG AZ MK                            003 11 05.9
 BW2399:UTM  15      -  HAMBURG AZ MK                            001 47 12.9
 BW2399
 BW2399|---------------------------------------------------------------------|
 BW2399| PID    Reference Object                     Distance      Geod. Az  |
 BW2399|                                                           dddmmss.s |
 BW2399| CY3724 HAMBURG AZ MK                                      0024813.7 |
 BW2399| CY3725 HAMBURG RM 1                         27.819 METERS 09042     |
 BW2399| BW2367 OLDENBURG                           APPROX. 7.0 KM 1200042.6 |
 BW2399| CY3726 HAMBURG RM 2                         27.870 METERS 20020     |
 BW2399|---------------------------------------------------------------------|
 BW2399
 BW2399                          SUPERSEDED SURVEY CONTROL
 BW2399
 BW2399  NAD 83(1986)-  31 36 42.33345(N)    091 03 37.77732(W) AD(       ) 2
 BW2399  NAD 27      -  31 36 41.73100(N)    091 03 37.40800(W) AD(       ) 2
 BW2399
 BW2399.Superseded values are not recommended for survey control.
 BW2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2399.See file dsdata.txt to determine how the superseded data were derived.
 BW2399
 BW2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8398099036(NAD 83)
 BW2399_MARKER: DS = TRIANGULATION STATION DISK
 BW2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2399
 BW2399  HISTORY     - Date     Condition        Report By
 BW2399  HISTORY     - 1947     MONUMENTED       CGS
 BW2399  HISTORY     - 1956     GOOD             CGS
 BW2399  HISTORY     - 1968     GOOD             MSHD
 BW2399
 BW2399                          STATION DESCRIPTION
 BW2399
 BW2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2399'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROXIE ON A
 BW2399'WOODED HILL NEAR THE FRANKLIN-JEFFERSON COUNTY LINE.  THE
 BW2399'MARK IS 39 FEET WEST OF THE APPROXIMATE CENTER LINE OF AN OLD
 BW2399'WOODS ROAD, AND 18 FEET EAST OF A LARGE PINE WITH A TRIANGULAR
 BW2399'BLAZE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 BW2399'STAMPED HAMBURG 1947.
 BW2399'
 BW2399'*REFERENCE MARK NO. 1 IS 91.27 FEET EAST OF THE STATION,
 BW2399'AND 18 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF AN OLD
 BW2399'WOODS ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 BW2399'IS STAMPED HAMBURG NO 1 1947.
 BW2399'
 BW2399'*REFERENCE MARK NO. 2 IS 91.44 FEET SOUTH-SOUTHEAST OF THE
 BW2399'STATION, AND 28 FEET NORTHEAST OF THE APPROXIMATE CENTER LINE
 BW2399'OF AN OLD WOODS ROAD.  THE MARK IS FLUSH WITH THE GROUND
 BW2399'AND THE DISK IS STAMPED HAMBURG NO 2 1947.
 BW2399'
 BW2399'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION, 43 FEET
 BW2399'NORTHWEST OF THE APPROXIMATE CENTER LINE OF THE ROAD, AND 14
 BW2399'FEET EAST OF THE APPROXIMATE CENTER LINE OF AN OLD WOODS ROAD.
 BW2399'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BW2399'HAMBURG 1947.
 BW2399'
 BW2399'TO REACH THE STATION FROM THE RAILROAD STATION IN ROXIE GO
 BW2399'WEST FOR 4.4 MILES ON U.S. HIGHWAY 84 TO AN OVERPASS.  CONTINUE
 BW2399'WEST 0.1 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 BW2399'FOLLOW THE MAIN GRAVEL ROAD FOR 5.05 MILES TO THE RAILROAD
 BW2399'STATION AND CROSSROADS IN HAMBURG.  TURN LEFT, WEST, AND
 BW2399'PASS TO THE LEFT OF THE HARRIGILL STORE, THEN CONTINUE ON
 BW2399'THE MAIN GRAVEL ROAD FOR 1.25 MILES TO A SIDE ROAD ON THE
 BW2399'RIGHT.  CONTINUE STRAIGHT AHEAD ON MAIN GRAVEL ROAD FOR 0.8
 BW2399'MILE TO A WOODS ROAD AND AN OAK TREE WITH A TRIANGULAR BLAZE,
 BW2399'ON THE RIGHT.  TURN RIGHT, SOUTHWARD ON THE WOODS ROAD AND
 BW2399'DRIVE ABOUT 50 YARDS TO THE HIGHEST GROUND AND THE STATION
 BW2399'NEAR A PINE TREE MARKED WITH A TRIANGULAR BLAZE.
 BW2399'
 BW2399'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWARD
 BW2399'ABOUT 50 YARDS ON WOODS ROAD TO MAIN GRAVEL ROAD, TURN RIGHT, AND
 BW2399'GO 0.15 MILE TO THE AZIMUTH ON THE LEFT.
 BW2399'
 BW2399'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2399
 BW2399                          STATION RECOVERY (1956)
 BW2399
 BW2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2399'THE STATION WAS VISITED 6-14-56 AND ALL MARKS WERE FOUND IN
 BW2399'GOOD CONDITION.  DUE TO THE RELOCATION OF STATE HIGHWAY 33
 BW2399'A NEW DESCRIPTION IS NEEDED.  A NEW DESCRIPTION FOLLOWS--
 BW2399'
 BW2399'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ROXIE AND
 BW2399'2 MILES NORTH OF HAMBURG ON A WOODED HILL NEAR THE
 BW2399'FRANKLIN-JEFFERSON COUNTY LINE, ABOUT 50 YARDS SOUTH OF A
 BW2399'GRAVELED ROAD AND 39 FEET WEST OF THE CENTER OF A WOOD ROAD
 BW2399'AND ABOUT 100 FEET SOUTHWEST OF A FORKS IN THE WOODS ROAD.
 BW2399'THE AREA IS COVERED WITH WOODS AND DENSE UNDERBRUSH.  IT
 BW2399'IS A STANDARD DISK, STAMPED HAMBURG 1947 AND IS FLUSH WITH THE
 BW2399'GROUND.
 BW2399'
 BW2399'*REFERENCE MARK NO. 1 IS 91.27 FEET EAST OF THE STATION,
 BW2399'27 FEET NORTHEAST OF AN OLD WOODS ROAD, 44 FEET NORTHWEST
 BW2399'OF AN OLD WOODS ROAD AND 41 FEET NORTH OF THE INTERSECTION OF
 BW2399'THE TWO ROADS.  IT IS A STANDARD DISK, STAMPED HAMBURG NO 1
 BW2399'1947, FLUSH WITH THE GROUND.
 BW2399'
 BW2399'*REFERENCE MARK NO. 2 IS 91.44 FEET SOUTH SOUTHEAST OF THE
 BW2399'STATION, 28 FEET NORTH EAST OF THE CENTER OF A WOODS ROAD.
 BW2399'IT IS A STANDARD DISK, HAMBURG NO 2 1947, FLUSH WITH THE
 BW2399'GROUND.
 BW2399'
 BW2399'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION, 34 FEET
 BW2399'NORTH OF THE FORKS FORMED BY AN OLD GRAVELED ROAD AND A
 BW2399'WOODS ROAD LEADING NORTHWEST, 22 FEET NORTHEAST OF A WOODS
 BW2399'ROAD, 84 FEET NORTH-NORTHWEST OF A THE GRAVELED ROAD, 62 FEET
 BW2399'NORTHWEST OF A LONE PINE TREE AND 20 FEET WEST OF A DEEP
 BW2399'WASH.  IT IS A STANDARD DISK, STAMPED, HAMBURG 1947, FLUSH
 BW2399'WITH THE GROUND.
 BW2399'
 BW2399'TO REACH THE STATION FROM THE RAILROAD STATION IN HAMBURG,
 BW2399'GO WEST ON MACADAM ROAD FOR 0.25 MILE TO STATE HIGHWAY 33,
 BW2399'TURN RIGHT AND GO 2.1 MILE TO SIDE ROAD LEFT, JUST BEFORE
 BW2399'REACHING A SMALL CEMETERY ON THE RIGHT, TURN LEFT AND GO
 BW2399'0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 0.35 MILE TO THE
 BW2399'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.1 MILE TO A SIDE
 BW2399'ROAD LEFT, TURN LEFT FOR ABOUT 50 YARDS TO A FORK, TAKE RIGHT
 BW2399'FORK FOR 90 FEET TO THE STATION ON THE RIGHT.
 BW2399'
 BW2399'*R.M. 1 AND 2 DISTANCES REVERSED.  SEE 68 RECOVERY.
 BW2399
 BW2399                          STATION RECOVERY (1968)
 BW2399
 BW2399'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2399'THE STATION WAS VISITED 9-18-68 AND THE STATION MARK, REFERENCE
 BW2399'MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2399'MARK WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED.  (NOTE)
 BW2399'THE MEASUREMENT TO R.M. NO 1 AND NO 2 WERE REVERSED IN THE
 BW2399'ORIGINAL DESCRIPTION.
 BW2399'
 BW2399'THE STATION IS LOCATED APPROXIMATELY 7 MILES NORTH OF ROXIE
 BW2399'AND 2 MILES NORTH OF HAMBURG ON A WOODED HILL NEAR THE
 BW2399'FRANKLIN-JEFFERSON COUNTY LINE.  IT IS 40 FEET SOUTHWEST OF
 BW2399'THE CENTER OF A WOODS ROAD, 60 FEET NORTHWEST OF THE CENTER
 BW2399'OF A WOODS ROAD, 100 FEET SOUTHWEST OF A ROAD FORKS AND 1 FOOT
 BW2399'NORTHWEST OF A METAL WITNESS POST.
 BW2399'
 BW2399'IT IS A STANDARD TRIANGULATION DISK, STAMPED HAMBURG 1947
 BW2399'FLUSH WITH THE GROUND.
 BW2399'
 BW2399'REFERENCE MARK NO. 1 IS 91.40 FEET EAST OF THE STATION.  IT
 BW2399'IS 23 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD, 37 FEET NORTH
 BW2399'OF THE CENTER OF A FORKS AND 1 FOOT WEST OF A METAL WITNESS
 BW2399'POST.  IT IS A STANDARD DISK, STAMPED HAMBURG NO 1 1947
 BW2399'PROJECTING 2 INCHES.
 BW2399'
 BW2399'REFERENCE MARK NO. 2 IS 91.22 FEET SOUTH SOUTHWEST OF THE
 BW2399'STATION.  IT IS 7 FEET SOUTHEAST OF THE CENTER OF A WOODS
 BW2399'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND 130 FEET WEST
 BW2399'SOUTHWEST OF THE CENTER OF THE ROAD FORKS.  IT IS A STANDARD
 BW2399'REFERENCE MARK DISK, STAMPED HAMBURG NO 2 1947 PROJECTING
 BW2399'1 INCH.
 BW2399'
 BW2399'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 149.32
 BW2399'FEET.
 BW2399'
 BW2399'TO REACH THE STATION FROM THE RAILROAD OVERPASS ON U.S. HIGHWAYS
 BW2399'98 AND 84 IN ROXIE GO NORTHWEST ON U.S. HIGHWAYS 84 AND 98
 BW2399'FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 33.
 BW2399'TURN RIGHT (NORTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY
 BW2399'33 FOR 4.7 MILES TO A CROSSROADS NEAR HAMBURG, CONTINUE
 BW2399'NORTH ON MISSISSIPPI HIGHWAY 33 FOR 2.9 MILES TO A SIDE ROAD
 BW2399'LEFT JUST BEFORE REACHING A SMALL CEMETERY ON THE RIGHT.
 BW2399'TURN LEFT (SOUTHWEST) AND CONTINUE ON AN ALL WEATHER ROAD
 BW2399'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE
 BW2399'ON A TRACK ROAD FOR ABOUT 50 YARDS TO A ROAD FORKS.  TAKE
 BW2399'THE RIGHT FORK AND CONTINUE ON A TRACK ROAD FOR 90 FEET TO
 BW2399'THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2740 ***********************************************************************
 CP2740  DESIGNATION -  HAMER
 CP2740  PID         -  CP2740
 CP2740  STATE/COUNTY-  MS/WARREN
 CP2740  USGS QUAD   -  BIG BLACK (1973)
 CP2740
 CP2740                         *CURRENT SURVEY CONTROL
 CP2740  ___________________________________________________________________
 CP2740* NAD 83(1993)-  32 11 44.51645(N)    090 50 19.14620(W)     ADJUSTED  
 CP2740* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 CP2740  ___________________________________________________________________
 CP2740  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CP2740  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2740  HORZ ORDER  -  SECOND
 CP2740
 CP2740.The horizontal coordinates were established by classical geodetic methods
 CP2740.and adjusted by the National Geodetic Survey in May 1994.
 CP2740
 CP2740.The orthometric height was scaled from a topographic map.
 CP2740
 CP2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2740
 CP2740.The geoid height was determined by GEOID03.
 CP2740
 CP2740;                    North         East     Units Scale Factor Converg.
 CP2740;SPC MS W     -   298,960.937   652,354.689   MT  0.99997798   -0 16 09.3
 CP2740;SPC MS W     -   980,841.01  2,140,267.01   sFT  0.99997798   -0 16 09.3
 CP2740;UTM  15      - 3,564,175.851   703,737.134   MT  1.00011191   +1 09 07.2
 CP2740
 CP2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2740!SPC MS W     -   0.99999081  x   0.99997798  =   0.99996879
 CP2740!UTM  15      -   0.99999081  x   1.00011191  =   1.00010272
 CP2740
 CP2740:                Primary Azimuth Mark                     Grid Az
 CP2740:SPC MS W     -  HAMER AZ MK                              021 29 41.7
 CP2740:UTM  15      -  HAMER AZ MK                              020 04 25.2
 CP2740
 CP2740|---------------------------------------------------------------------|
 CP2740| PID    Reference Object                     Distance      Geod. Az  |
 CP2740|                                                           dddmmss.s |
 CP2740| CY3727 HAMER AZ MK                                        0211332.4 |
 CP2740| CY3728 HAMER RM 1                           22.046 METERS 06655     |
 CP2740| CY3729 HAMER RM 2                           27.133 METERS 19214     |
 CP2740| CP0817 CULLEY 2 RESET                      APPROX. 9.7 KM 2813109.0 |
 CP2740|---------------------------------------------------------------------|
 CP2740
 CP2740                          SUPERSEDED SURVEY CONTROL
 CP2740
 CP2740  NAD 83(1986)-  32 11 44.52914(N)    090 50 19.14208(W) AD(       ) 2
 CP2740  NAD 27      -  32 11 43.98400(N)    090 50 18.76600(W) AD(       ) 2
 CP2740
 CP2740.Superseded values are not recommended for survey control.
 CP2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2740.See file dsdata.txt to determine how the superseded data were derived.
 CP2740
 CP2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0373764176(NAD 83)
 CP2740_MARKER: DS = TRIANGULATION STATION DISK
 CP2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2740
 CP2740  HISTORY     - Date     Condition        Report By
 CP2740  HISTORY     - 1948     MONUMENTED       CGS
 CP2740  HISTORY     - 1957     GOOD             CGS
 CP2740  HISTORY     - 1967     GOOD             CGS
 CP2740
 CP2740                          STATION DESCRIPTION
 CP2740
 CP2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2740'STATION IS ON PROPERTY OF E.M. DUDLEY JR., ABOUT 6.25 MILES
 CP2740'EAST OF YOKENA, ABOUT 4.5 MILES NORTHWEST OF FISHERS BRIDGE,
 CP2740'ABOUT 2.75 MILES NORTH OF THE BIG BLACK RIVER, 100 FEET
 CP2740'WEST OF DUDLEYS HOUSE, 50 FEET SOUTH OF A WIRE FENCE, AND
 CP2740'40 FEET EAST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.
 CP2740'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 CP2740'HAMER 1948.
 CP2740'
 CP2740'REFERENCE MARK NO. 1 IS 72.33 FEET EAST-NORTHEAST OF STATION
 CP2740'AND 10 FEET NORTHWEST OF DUDLEYS HOUSE.  THE MARK PROJECTS
 CP2740'4 INCHES, AND THE DISK IS STAMPED HAMER NO 1 1948.
 CP2740'
 CP2740'REFERENCE MARK NO. 2 IS 89.02 FEET SOUTH OF STATION AND 50
 CP2740'FEET EAST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.  THE
 CP2740'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED HAMER NO 2
 CP2740'1948.
 CP2740'
 CP2740'AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF STATION VIA
 CP2740'A GRAVELED ROAD, 20 FEET NORTHWEST OF APPROXIMATE CENTERLINE
 CP2740'OF GRAVELED ROAD, AND 3 FEET EAST OF A WHITE WITNESS POST.
 CP2740'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HAMER 1948.
 CP2740'
 CP2740'TO REACH STATION FROM THE YOKENA POST OFFICE, GO SOUTH ON
 CP2740'U.S. HIGHWAY 61 FOR 0.05 MILE TO SIDE ROAD LEFT, TURN LEFT
 CP2740'AND GO 2.2 MILES TO FORK, KEEP LEFT AND GO 2.85 MILES TO
 CP2740'A SCHOOLHOUSE ON RIGHT, KEEP LEFT FOR 0.2 MILE, TAKE LEFT
 CP2740'FORK AND GO 0.5 MILE, TURN RIGHT AND GO 3.15 MILES TO A
 CP2740'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.3 MILES TO STATION ON
 CP2740'LEFT.
 CP2740'
 CP2740'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2740
 CP2740                          STATION RECOVERY (1957)
 CP2740
 CP2740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2740'THE STATION WAS VISITED 1-23-57 AND ALL MARKS WERE FOUND
 CP2740'IN GOOD CONDITION.  THE DESCRIPTION OF THE AZIMUTH MARK HAS
 CP2740'CHANGED DUE TO THE RELOCATION OF THE ROAD.  REFERENCE MARK
 CP2740'NO. 1 IS AT PRESENT OBSTRUCTED FROM THE STATION BY A SHED.
 CP2740'THE PROPERTY IS NOW OWNED BY MR. FRED JONES.  A NEW DESCRIPTION
 CP2740'FOLLOWS--
 CP2740'
 CP2740'THE STATION IS LOCATED ABOUT 6.25 MILES EAST OF YOKENA, 4.5
 CP2740'MILES NORTHWEST OF FISHERS BRIDGE OVER THE BIG BLACK RIVER
 CP2740'AND ABOUT 2.5 MILES NORTH OF THE BIG BLACK RIVER, 10.5 MILE
 CP2740'SOUTH-SOUTHEAST OF VICKSBURG, ON PROPERTY OWNED BY MR. FRED
 CP2740'JONES.  IT IS 95 FEET WEST OF THE NORTHWEST CORNER OF THE
 CP2740'FRONT PORCH OF THE JONES HOUSE, 35 FEET EAST OF THE CENTER
 CP2740'OF A GRAVELED ROAD, 16 FEET EAST OF A FENCE LINE, 77 FEET
 CP2740'WEST OF THE CENTER OF A CONCRETE CURBED CISTERN, 63 FEET
 CP2740'NORTHEAST OF A POWER POLE, 7 FEET NORTHWEST OF THE NORTHWEST
 CP2740'CORNER OF THE OLD SHED.  IT IS ABOUT 10 FEET ABOVE THE LEVEL
 CP2740'OF THE ROAD.  IT IS A STANDARD DISK, STAMPED HAMER 1948,
 CP2740'FLUSH WITH THE GROUND.
 CP2740'
 CP2740'REFERENCE MARK NO. 1 IS 72.33 FEET EAST-NORTHEAST OF THE
 CP2740'STATION, 3 FEET LOWER THAN THE STATION, 51 FEET NORTHWEST
 CP2740'OF THE NORTHWEST CORNER OF THE BRICK CHIMNEY OF THE JONES
 CP2740'HOUSE, 8 FEET SOUTH OF A PICKET FENCE, 25 FEET NORTH OF THE
 CP2740'NORTH END OF A GARAGE, 80 FEET EAST OF THE EAST BANK OF THE
 CP2740'ROAD CUT, 36 FEET NORTHWEST OF THE CENTER OF A CONCRETE
 CP2740'CURBED CISTERN.  IT IS A STANDARD DISK, STAMPED HAMER NO 1
 CP2740'1948, PROJECTING 6 INCHES.
 CP2740'
 CP2740'REFERENCE MARK NO. 2 IS 89.02 FEET SOUTH OF THE STATION,
 CP2740'41 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 16 FEET
 CP2740'EAST-SOUTHEAST OF THE CENTER OF A GATE AND DRIVEWAY TO THE
 CP2740'JONES HOUSE, AND 50 FEET SOUTHWEST OF A POWER POLE SUPPORTING
 CP2740'THE WIRES LEADING TO THE HOUSE.  IT IS A STANDARD DISK,
 CP2740'STAMPED HAMER NO 2 1948, PROJECTING 6 INCHES.
 CP2740'
 CP2740'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION,
 CP2740'AT THE NORTHWEST END OF A CURVE, ON A NARROW STRIP OF GROUND
 CP2740'BETWEEN THE OLD ROAD AND THE NEW.  IT IS 17 FEET SOUTHEAST
 CP2740'OF THE CENTER OF THE NEW ROAD, 22 FEET NORTHWEST OF THE
 CP2740'CENTER OF THE OLD ROAD, 36 FEET NORTHWEST OF A FENCE LINE AND
 CP2740'2 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 CP2740'HAMER 1948, PROJECTING 6 INCHES.
 CP2740'
 CP2740'TO REACH THE STATION FROM THE COURTHOUSE IN VICKSBURG, GO
 CP2740'SOUTH ON CHERRY STREET FOR 0.9 MILES TO A FORK, TAKE LEFT
 CP2740'FORK AND GO SOUTHERLY ON HALLS FERRY ROAD FOR 6.2 MILES TO
 CP2740'A FORKS AND THE GRANGE HALL STORE ON THE RIGHT, KEEP LEFT
 CP2740'FORK AND GO SOUTH FOR 4.4 MILES TO A SIDE ROAD RIGHT IN A
 CP2740'CURVE AND A SMALL WHITE STORE IN THE TRIANGLE FORMED BY
 CP2740'THE ROADS, KEEP LEFT AND GO 0.4 MILE TO A GRAVELED ROAD
 CP2740'RIGHT, TURN RIGHT AND GO 1.05 MILES TO THE AZIMUTH MARK
 CP2740'ON THE LEFT, CONTINUE ON GRAVELED ROAD FOR 0.25 MILE TO
 CP2740'THE STATION AND FRED JONES HOUSE ON THE LEFT.
 CP2740
 CP2740                          STATION RECOVERY (1967)
 CP2740
 CP2740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CP2740'THE STATION WAS VISITED 6-15-67 AND THE STATION MARK AND REFERENCE
 CP2740'MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CP2740'WAS DESTROYED PRIOR TO THIS DATE AND IT WAS NOT ABLE TO REPLACE IT
 CP2740'AT THIS DATE DUE TO LACK OF SITE DISTANCE.  A NEW DESCRIPTION
 CP2740'FOLLOWS--
 CP2740'
 CP2740'THE STATION IS LOCATED 6.25 MILE EAST OF YOKENA 2.5 MILES NORTH OF
 CP2740'THE BIG BLACK RIVER, 4.5 MILES NORTHWEST OF THE FISHERS BRIDGE OVER
 CP2740'THE BLACK RIVER, 10.5 MILES SSE OF VICKSBURG, ON PROPERTY OWNED BY
 CP2740'MR. FRED JONES.  IT IS 95 FEET WEST OF THE NORTHWEST CORNER OF THE
 CP2740'FRONT PORCH OF THE HOUSE, 35 FEET EAST OF THE CENTER OF A
 CP2740'GRAVELED ROAD, 16 FEET EAST OF A FENCE LINE, 77 FEET WEST OF THE
 CP2740'CENTER OF A CONCRETE CURBED CISTERN, 63 FEET NORTHEAST OF A POWER
 CP2740'POLE, 7 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD SHED.
 CP2740'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CP2740'THE GROUND, STAMPED HAMER 1948, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 CP2740'ROAD.
 CP2740'
 CP2740'REFERENCE MARK NO. 1 IS 72.33 FEET ENE OF THE STATION, 3 FEET LOWER
 CP2740'THAN THE STATION, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2740'BRICK CHIMNEY OF THE HOUSE, 25 FEET NORTH OF THE NORTH END OF THE
 CP2740'GARAGE, 80 FEET EAST OF THE EAST BANK OF THE ROAD, AND 36 FEET
 CP2740'NORTHWEST OF THE CENTER OF THE CISTERN.  IT IS A STANDARD
 CP2740'REFERENCE MARK DISK, STAMPED HAMER NO 1 1948, PROJECTING 6 INCHES.
 CP2740'
 CP2740'REFERENCE MARK NO. 2 IS 89.02 FEET SOUTH OF THE STATION, 41 FEET
 CP2740'EAST OF THE CENTER OF THE ROAD, 16 FEET ESE OF THE CENTER OF THE
 CP2740'GATE AND DRIVEWAY TO THE HOUSE, AND 50 FEET SW OF THE POWER POLE
 CP2740'SUPPORTING THE WIRES LEADING TO THE HOUSE.  IT IS A STANDARD
 CP2740'DISK, STAMPED HAMER NO 2 1948, PROJECTING 6 INCHES.
 CP2740'
 CP2740'TO REACH THE STATION FROM THE COURTHOUSE IN VICKSBURG, GO SOUTH ON
 CP2740'CHERRY STREET FOR 0.9 MILE TO A FORK, TAKE LEFT FORK AND GO
 CP2740'SOUTHERLY ON HALLS FERRY ROAD FOR 3.4 MILES TO A SIDE ROAD LEFT AT A
 CP2740'STORE ON THE RIGHT KEEP RIGHT AND GO 2.8 MILES TO A TRIANGLE
 CP2740'FORMED BY ROADS, TAKE LEFT FORK AND GO 0.4 MILE TO A
 CP2740'GRAVELED ROAD RIGHT, TURN RIGHT AND GO 1.30 MILE TO THE STATION ON
 CP2740'THE LEFT.
 CP2740'
 CP2740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.25 MILES E. OF
 CP2740'YOKENA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1583 ***********************************************************************
 BV1583  DESIGNATION -  HAMIL
 BV1583  PID         -  BV1583
 BV1583  STATE/COUNTY-  MS/JONES
 BV1583  USGS QUAD   -  MOSS (1982)
 BV1583
 BV1583                         *CURRENT SURVEY CONTROL
 BV1583  ___________________________________________________________________
 BV1583* NAD 83(1993)-  31 46 52.36421(N)    089 09 35.92305(W)     ADJUSTED  
 BV1583* NAVD 88     -       128.80   (+/-2cm)     422.6    (feet)  VERTCON   
 BV1583  ___________________________________________________________________
 BV1583  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BV1583  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BV1583  HORZ ORDER  -  THIRD
 BV1583  VERT ORDER  -  THIRD ? (See Below)
 BV1583
 BV1583.The horizontal coordinates were established by classical geodetic methods
 BV1583.and adjusted by the National Geodetic Survey in May 1994.
 BV1583
 BV1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1583.The vertical order pertains to the NGVD 29 superseded value.
 BV1583
 BV1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1583
 BV1583.The geoid height was determined by GEOID03.
 BV1583
 BV1583;                    North         East     Units Scale Factor Converg.
 BV1583;SPC MS E     -   252,936.706   269,062.664   MT  0.99996180   -0 10 19.3
 BV1583;SPC MS E     -   829,843.18    882,749.76   sFT  0.99996180   -0 10 19.3
 BV1583;UTM  16      - 3,518,216.178   295,473.762   MT  1.00011593   -1 08 16.8
 BV1583
 BV1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1583!SPC MS E     -   0.99998391  x   0.99996180  =   0.99994571
 BV1583!UTM  16      -   0.99998391  x   1.00011593  =   1.00009984
 BV1583
 BV1583|---------------------------------------------------------------------|
 BV1583| PID    Reference Object                     Distance      Geod. Az  |
 BV1583|                                                           dddmmss.s |
 BV1583| CG1902 HAMIL RM 1                           24.512 METERS 01303     |
 BV1583| CG1901 HAMIL AZ MK                                        0794533.6 |
 BV1583| BV1580 SANDERSVILLE LOOKOUT TOWER          APPROX. 9.7 KM 1013120.9 |
 BV1583| BV1584 MASONITE CORP RAD STA KKI 662       APPROX. 0.7 KM 1073122.1 |
 BV1583| CG1903 HAMIL RM 2                           32.107 METERS 32305     |
 BV1583|---------------------------------------------------------------------|
 BV1583
 BV1583                          SUPERSEDED SURVEY CONTROL
 BV1583
 BV1583  NAD 83(1986)-  31 46 52.37800(N)    089 09 35.92321(W) AD(       ) 3
 BV1583  NAD 27      -  31 46 51.80300(N)    089 09 35.71500(W) AD(       ) 3
 BV1583  NGVD 29 (07/19/86)  128.80   (m)          422.6    (f) LEVELING    3  
 BV1583
 BV1583.Superseded values are not recommended for survey control.
 BV1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1583.See file dsdata.txt to determine how the superseded data were derived.
 BV1583
 BV1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA9547418216(NAD 83)
 BV1583_MARKER: DS = TRIANGULATION STATION DISK
 BV1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1583+STABILITY: SURFACE MOTION
 BV1583
 BV1583  HISTORY     - Date     Condition        Report By
 BV1583  HISTORY     - 1956     MONUMENTED       CGS
 BV1583  HISTORY     - 1964     GOOD             MSHD
 BV1583
 BV1583                          STATION DESCRIPTION
 BV1583
 BV1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1583'THE STATION IS ABOUT 7-1/2 MILES WEST OF SANDERSVILLE, 6 MILES
 BV1583'NORTHWEST OF LAUREL AND IS ON PROPERTY OF THE J.J. HAMILTON ESTATE.
 BV1583'IT IS 69 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 45 FEET EAST OF
 BV1583'THE EDGE OF A CULTIVATED FIELD, 24 FEET SOUTHWEST OF THE SOUTHWEST
 BV1583'CORNER OF AN OLD FRAME HOUSE, 18 FEET SOUTHEAST OF A 20 INCH
 BV1583'WALNUT TREE AND 10 FEET SOUTHEAST OF A WHITE WITNESS POST. THE
 BV1583'MARK IS FLUSH AND THE DISK IS STAMPED HAMIL 1956.
 BV1583'
 BV1583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 84
 BV1583'AND STATE HIGHWAY 15 IN THE EAST EDGE OF LAUREL, JUST EAST OF TWO
 BV1583'RAILROAD UNDERPASSES. GO WEST ON U.S. HIGHWAYS 84 AND 11 AND STATE
 BV1583'HIGHWAY 15 FOR 0.2 MILE TO A FIVE POINT INTERSECTION. TURN RIGHT
 BV1583'AND GO NORTH ON HIGHWAY 84 AND 15 FOR 0.05 MILE TO 7TH STREET. TURN
 BV1583'LEFT AND GO WEST ON 7TH STREET AND HIGHWAYS 84 AND 15 FOR 0.4 MILE
 BV1583'TO THE JUNCTION OF HIGHWAYS 84 AND 15 AND 7TH AVE. TURN RIGHT AND
 BV1583'GO NORTH ON STATE HIGHWAY 15 AND 7TH AVE. FOR 4.1 MILES TO A PAVED
 BV1583'SIDE ROAD RIGHT AND THE SHADY GROVE SCHOOL AND BAPTIST CHURCH ON
 BV1583'THE LEFT.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 1.95 MILES
 BV1583'TO A DRIVEWAY ON THE LEFT AND A GRAVEL SIDE ROAD RIGHT AT THE TOP
 BV1583'OF HILL*. TURN LEFT AND GO WEST ON DRIVEWAY FOR 0.15 MILE TO THE
 BV1583'OLD HOUSE ON THE LEFT AND THE STATION.
 BV1583'
 BV1583'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO EAST ON GRAVEL ROAD
 BV1583'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BV1583'
 BV1583'REFERENCE MARK 1 IS 36 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD
 BV1583'HOUSE, 11 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH
 BV1583'OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 BV1583'HAMIL NO 1 1956.
 BV1583'
 BV1583'REFERENCE MARK 2 IS 39 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 BV1583'SHED AND 1 FOOT SOUTH OF THE FENCE LINE. THE MARK PROJECTS 3 INCHES
 BV1583'AND THE DISK IS STAMPED HAMIL NO 2 1956.
 BV1583'
 BV1583'THE AZIMUTH MARK IS 78 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 BV1583'HOUSE, 39 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT WEST
 BV1583'OF A FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST. THE MARK
 BV1583'PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMIL 1956.
 BV1583
 BV1583                          STATION RECOVERY (1964)
 BV1583
 BV1583'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1583'THE STATION WAS VISITED 7-30-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1583'CONDITION. THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1733 ***********************************************************************
 DJ1733  DESIGNATION -  HAMILL
 DJ1733  PID         -  DJ1733
 DJ1733  STATE/COUNTY-  MS/WINSTON
 DJ1733  USGS QUAD   -  BRADLEY (1982)
 DJ1733
 DJ1733                         *CURRENT SURVEY CONTROL
 DJ1733  ___________________________________________________________________
 DJ1733* NAD 83(1993)-  33 15 52.54138(N)    088 58 34.70609(W)     ADJUSTED  
 DJ1733* NAVD 88     -       170.98   (+/-2cm)     561.0    (feet)  VERTCON   
 DJ1733  ___________________________________________________________________
 DJ1733  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DJ1733  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DJ1733  HORZ ORDER  -  FIRST
 DJ1733  VERT ORDER  -  THIRD ? (See Below)
 DJ1733
 DJ1733.The horizontal coordinates were established by classical geodetic methods
 DJ1733.and adjusted by the National Geodetic Survey in May 1994.
 DJ1733
 DJ1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1733.The vertical order pertains to the NGVD 29 superseded value.
 DJ1733
 DJ1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1733
 DJ1733.The geoid height was determined by GEOID03.
 DJ1733
 DJ1733;                    North         East     Units Scale Factor Converg.
 DJ1733;SPC MS E     -   417,392.382   286,679.313   MT  0.99995219   -0 04 42.3
 DJ1733;SPC MS E     - 1,369,394.84    940,547.05   sFT  0.99995219   -0 04 42.3
 DJ1733;UTM  16      - 3,682,362.359   315,919.984   MT  1.00001780   -1 05 03.6
 DJ1733
 DJ1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1733!SPC MS E     -   0.99997758  x   0.99995219  =   0.99992977
 DJ1733!UTM  16      -   0.99997758  x   1.00001780  =   0.99999538
 DJ1733
 DJ1733:                Primary Azimuth Mark                     Grid Az
 DJ1733:SPC MS E     -  8105                                     027 22 01.7
 DJ1733:UTM  16      -  8105                                     028 22 23.0
 DJ1733
 DJ1733|---------------------------------------------------------------------|
 DJ1733| PID    Reference Object                     Distance      Geod. Az  |
 DJ1733|                                                           dddmmss.s |
 DJ1733| DJ1633 8105                                APPROX. 2.9 KM 0271719.4 |
 DJ1733| DJ1764 HAMILL RM 1                          16.092 METERS 09558     |
 DJ1733| DJ1890 BEVEL                               APPROX. 7.0 KM 1190835.2 |
 DJ1733| DJ1765 HAMILL RM 2                          28.965 METERS 28221     |
 DJ1733| DJ1952 ACKERMAN TX E MW KKH                APPROX.19.0 KM 2981909.9 |
 DJ1733|---------------------------------------------------------------------|
 DJ1733
 DJ1733                          SUPERSEDED SURVEY CONTROL
 DJ1733
 DJ1733  NAD 83(1993)-  33 15 52.55257(N)    088 58 34.70346(W) AD(       ) 1
 DJ1733  NAD 83(1986)-  33 15 52.55073(N)    088 58 34.70357(W) AD(       ) 1
 DJ1733  NGVD 29 (01/23/89)  170.95   (m)          560.9    (f) LEVELING    3  
 DJ1733
 DJ1733.Superseded values are not recommended for survey control.
 DJ1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1733.See file dsdata.txt to determine how the superseded data were derived.
 DJ1733
 DJ1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1592082362(NAD 83)
 DJ1733_MARKER: DD = SURVEY DISK
 DJ1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1733+STABILITY: SURFACE MOTION
 DJ1733
 DJ1733  HISTORY     - Date     Condition        Report By
 DJ1733  HISTORY     - 1981     MONUMENTED       MSSU
 DJ1733
 DJ1733                          STATION DESCRIPTION
 DJ1733
 DJ1733'DESCRIBED BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1733'THE STATION IS 11 MILES NORTH-NORTHEAST OF LOUISVILLE, 6.4 MILES EAST
 DJ1733'AND 1.5 MILES SOUTH OF THE SOUTHWEST CORNER OF OKTIBBEHA COUNTY, 1.2
 DJ1733'MILES NORTHEAST OF MS HIGHWAY 25, ON HIGH PEAK 0.1 MILE NORTHEAST OF
 DJ1733'HAMILL SPRING, ON USFS PROPERTY.
 DJ1733'
 DJ1733'TO REACH THE STATION FROM THE JUNCTION OF MISSISSIPPI HIGHWAYS 25 AND
 DJ1733'15 WEST OF LOUISVILLE, GO NORTH ON HIGHWAY 25 FOR 5.5 MILES TO
 DJ1733'EVERGREEN BAPTIST CHURCH AND THE JUNCTION OF OLD HIGHWAY 25 ON THE
 DJ1733'RIGHT, CONTINUE NORTH ON HIGHWAY 25 FOR 3.4 MILES TO A SIDE ROAD ON
 DJ1733'THE LEFT, TURN LEFT AND GO NORTHWEST 0.25 MILE TO A FORK, TAKE LEFT
 DJ1733'FORK AND GO NORTHWEST 0.1 TO A CHURCH AND CEMETERY ON THE RIGHT,
 DJ1733'CONTINUE NORTHWEST 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 DJ1733'NORTH 1.3 MILES TO A TURNOUT AT CREST FOR THE ROAD, PACK EAST 0.1 MILE
 DJ1733'TO THE STATION AT THE CREST OF THE HILL.
 DJ1733'
 DJ1733'STATION SURFACE MARK IS A MSU ALUMINUM DISK STAMPED---HAMILL 1981---
 DJ1733'SET IN A 25 CM CONCRETE MONUMENT PROJECTING 5 CM ABOVE GROUND.  IT IS
 DJ1733'14.5 M EAST OF A 35 CM PINE, 10.8 M WEST OF A 20 CM CEDAR, 10.0 M WEST
 DJ1733'OF A 15 CM PINE, 4.7 M SOUTH-SOUTHEAST OF A 45 CM PINE, AND 1.5 M
 DJ1733'EAST-NORTHEAST OF A 10+15 CM TWIN POST OAK.  THE UNDERGROUND MARK IS A
 DJ1733'MSU PLASTIC CAP ON TOP OF A 1/2 X 24-INCH REBAR SET 1 METER BELOW
 DJ1733'GROUND SURFACE.  THE ELEVATION OF THE SURFACE DISK IS 170.95 METERS.
 DJ1733'
 DJ1733'REFERENCE MARK 1 IS A MSU ALUMINUM DISK STAMPED---HAMILL NO 1 1981---
 DJ1733'SET IN A 25 CM CONCRETE MONUMENT PROJECTING 5 CM ABOVE GROUND.  IT IS
 DJ1733'EAST OF AND 0.506 METERS LOWER THAN THE STATION, AT THE EAST EDGE OF
 DJ1733'THE CREST, 6.2 M SOUTHEAST OF A 20 CM CEDAR, 5.9 M EAST OF A 15 CM
 DJ1733'PINE.
 DJ1733'
 DJ1733'REFERENCE MARK 2 IS A MSU ALUMINUM DISK STAMPED---HAMILL NO 2 1981---
 DJ1733'SET IN A 25 CM CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS WEST OF
 DJ1733'AND 39 MM LOWER THAN THE STATION, 14.5 M WEST OF A 45 CM PINE, 8.1 M
 DJ1733'NORTH-NORTHWEST OF A 30 CM POST OAK, 3.0 M NORTHWEST OF A 35 CM PINE,
 DJ1733'AND IS AT THE WEST EDGE OF THE CREST.
 DJ1733'
 DJ1733'THERE WAS NO SUITABLE LOCATION FOR AN AZ1MUTH MARK DUE TO TIMBER
 DJ1733'GROWTH ON ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2305 ***********************************************************************
 BH2305  DESIGNATION -  HAMILL 2
 BH2305  PID         -  BH2305
 BH2305  STATE/COUNTY-  MS/JACKSON
 BH2305  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2305
 BH2305                         *CURRENT SURVEY CONTROL
 BH2305  ___________________________________________________________________
 BH2305* NAD 83(1993)-  30 20 44.38866(N)    088 41 55.52746(W)     ADJUSTED  
 BH2305* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 BH2305  ___________________________________________________________________
 BH2305  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BH2305  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2305  HORZ ORDER  -  SECOND
 BH2305
 BH2305.The horizontal coordinates were established by classical geodetic methods
 BH2305.and adjusted by the National Geodetic Survey in May 1994.
 BH2305
 BH2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2305
 BH2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2305
 BH2305.The geoid height was determined by GEOID03.
 BH2305
 BH2305;                    North         East     Units Scale Factor Converg.
 BH2305;SPC MS E     -    93,745.766   312,938.832   MT  0.99995206   +0 04 04.8
 BH2305;SPC MS E     -   307,564.23  1,026,700.15   sFT  0.99995206   +0 04 04.8
 BH2305;UTM  16      - 3,358,311.815   336,717.749   MT  0.99992892   -0 51 30.3
 BH2305
 BH2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2305!SPC MS E     -   1.00000362  x   0.99995206  =   0.99995568
 BH2305!UTM  16      -   1.00000362  x   0.99992892  =   0.99993254
 BH2305
 BH2305|---------------------------------------------------------------------|
 BH2305| PID    Reference Object                     Distance      Geod. Az  |
 BH2305|                                                           dddmmss.s |
 BH2305| DD8880 HAMILL 2 RM 3                        22.989 METERS 06809     |
 BH2305| DD8881 HAMILL 2 RM 4                        22.730 METERS 19852     |
 BH2305| BH2306 BELLEFONTAINE PT TANK               APPROX. 1.0 KM 2532602.4 |
 BH2305| DD8879 HAMILL 2 AZ MK                                     3570814.9 |
 BH2305|---------------------------------------------------------------------|
 BH2305
 BH2305                          SUPERSEDED SURVEY CONTROL
 BH2305
 BH2305  NAD 83(1993)-  30 20 44.39962(N)    088 41 55.52109(W) AD(       ) 2
 BH2305  NAD 83(1986)-  30 20 44.41167(N)    088 41 55.51820(W) AD(       ) 2
 BH2305  NAD 27      -  30 20 43.69553(N)    088 41 55.43376(W) AD(       ) 2
 BH2305  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG    3  
 BH2305
 BH2305.Superseded values are not recommended for survey control.
 BH2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2305.See file dsdata.txt to determine how the superseded data were derived.
 BH2305
 BH2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3671858312(NAD 83)
 BH2305_MARKER: DS = TRIANGULATION STATION DISK
 BH2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2305
 BH2305  HISTORY     - Date     Condition        Report By
 BH2305  HISTORY     - 1970     MONUMENTED       NGS
 BH2305  HISTORY     - 1970     GOOD             NGS
 BH2305
 BH2305                          STATION DESCRIPTION
 BH2305
 BH2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2305'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST-SOUTHEAST OF THE
 BH2305'BILOXI LIGHTHOUSE, 8 MILES WEST OF THE INGALLS SHIPYARD, 7-3/4
 BH2305'MILES EAST AND 4-1/2 MILES SOUTH OF OCEAN SPRINGS, ON THE EAST END
 BH2305'OF BELLEFONTAINE POINT AND ON THE PROPERTY OF MR. NOLLIE GERMANY.
 BH2305'
 BH2305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BH2305'STATE HIGHWAY 57, 6.6 MILES EAST OF THE DEPOT IN OCEAN SPRINGS,
 BH2305'GO SOUTH ON A PAVED ROAD FOR 0.2 MILE TO A RAILROAD
 BH2305'CROSSING.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.25 MILE TO A
 BH2305'T-JUNCTION.  TURN RIGHT AND GO WEST ON A CONCRETE ROAD FOR 0.15
 BH2305'MILE TO A SIDE ROAD LEFT AND A SIGN ON THE RIGHT WITH THE
 BH2305'LETTERING ST. ANDREWS ON THE GULF.  TURN LEFT AND GO SOUTHERLY
 BH2305'ON BELLEFONTAINE ROAD FOR 0.95 MILE TO A T-JUNCTION.  TURN
 BH2305'LEFT AND GO EAST AND SOUTH ON THE MAIN TRAVELED PAVED ROAD FOR
 BH2305'2.85 MILES TO A DIAGONAL CROSSROAD.  TURN LEFT AND GO EAST ON
 BH2305'SOUTH STREET FOR 0.25 MILE TO A POINT WHERE SOUTH STREET
 BH2305'TURNS SOUTH, PINE STREET STARTS AND GOES EAST AND THE AZIMUTH
 BH2305'MARK ON THE NORTH SIDE OF PINE STREET.  TURN RIGHT AND GO
 BH2305'SOUTH ON SOUTH STREET FOR 0.25 MILE TO A POINT WHERE SOUTH
 BH2305'STREET TURNS EAST AND THE STATION STRAIGHT AHEAD JUST AFTER
 BH2305'CROSSING A COVERED CATTLE GUARD AT THE ENTRANCE TO MR.
 BH2305'GERMANYS PROPERTY.
 BH2305'
 BH2305'THE STATION MARK IS A STANDARD DISK STAMPED, HAMILL 2 1970,
 BH2305'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2305'PROJECTING 1 INCH.  IT IS 70 FEET SOUTH OF THE CENTER OF SOUTH
 BH2305'STREET, 33 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CATTLE
 BH2305'GUARD AND 24 FEET EAST OF THE PROJECTED CENTER OF SOUTH STREET.
 BH2305'
 BH2305'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, HAMILL 2 NO 3 1970,
 BH2305'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 BH2305'FLUSH WITH THE GROUND.  IT IS 93.8 FEET EAST-SOUTHEAST OF THE
 BH2305'SOUTHEAST CORNER OF THE CATTLE GUARD, 49 FEET WEST OF A
 BH2305'NORTH-SOUTH FENCE AND 28 FEET SOUTH OF A 6-INCH CEDAR TREE.
 BH2305'
 BH2305'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, HAMILL 2 NO 4 1970,
 BH2305'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 BH2305'IS FLUSH WITH THE GROUND.  IT IS 93.6 FEET SOUTH OF THE SOUTHEAST
 BH2305'CORNER OF THE CATTLE GUARD, 91.5 FEET NORTH OF THE NORTHEAST
 BH2305'CORNER OF A WOODEN FRAME GARAGE AND 31.3 FEET WEST OF A
 BH2305'NORTH-SOUTH FENCE.
 BH2305'
 BH2305'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 BH2305'HAMILL 2 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BH2305'MONUMENT PROJECTING 8 INCHES.  IT IS 120 FEET NORTHEAST OF THE
 BH2305'PROJECTED CENTER OF A NORTHWEST-SOUTHEAST DIRT ROAD WITH SOUTH
 BH2305'STREET, 30 FEET NORTH OF THE CENTER OF PINE STREET AT A POINT
 BH2305'WHERE SOUTH STREET TURNS SOUTH AND 2.9 FEET NORTHWEST OF A METAL
 BH2305'WITNESS POST.
 BH2305'
 BH2305'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 BH2305
 BH2305                          STATION RECOVERY (1970)
 BH2305
 BH2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2669 ***********************************************************************
 CP2669  DESIGNATION -  HAMILTON
 CP2669  PID         -  CP2669
 CP2669  STATE/COUNTY-  MS/HINDS
 CP2669  USGS QUAD   -  CLINTON (1980)
 CP2669
 CP2669                         *CURRENT SURVEY CONTROL
 CP2669  ___________________________________________________________________
 CP2669* NAD 83(1993)-  32 16 29.89741(N)    090 17 10.82604(W)     ADJUSTED  
 CP2669* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 CP2669  ___________________________________________________________________
 CP2669  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CP2669  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2669  HORZ ORDER  -  FIRST
 CP2669
 CP2669.The horizontal coordinates were established by classical geodetic methods
 CP2669.and adjusted by the National Geodetic Survey in May 1994.
 CP2669
 CP2669.The orthometric height was scaled from a topographic map.
 CP2669
 CP2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2669
 CP2669.The geoid height was determined by GEOID03.
 CP2669
 CP2669;                    North         East     Units Scale Factor Converg.
 CP2669;SPC MS W     -   307,640.120   704,426.970   MT  0.99995024   +0 01 30.3
 CP2669;SPC MS W     - 1,009,315.96  2,311,107.48   sFT  0.99995024   +0 01 30.3
 CP2669;UTM  15      - 3,574,148.415   755,593.104   MT  1.00040569   +1 26 59.4
 CP2669
 CP2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2669!SPC MS W     -   0.99998107  x   0.99995024  =   0.99993131
 CP2669!UTM  15      -   0.99998107  x   1.00040569  =   1.00038675
 CP2669
 CP2669:                Primary Azimuth Mark                     Grid Az
 CP2669:SPC MS W     -  JACKSON MUNICIPAL TANK WEST              051 20 21.6
 CP2669:UTM  15      -  JACKSON MUNICIPAL TANK WEST              049 54 52.5
 CP2669
 CP2669|---------------------------------------------------------------------|
 CP2669| PID    Reference Object                     Distance      Geod. Az  |
 CP2669|                                                           dddmmss.s |
 CP2669| CP2587 JACKSON MUNICIPAL TANK WEST         APPROX. 7.8 KM 0512151.9 |
 CP2669| CP2596 JACKSON VA CAR CHEMICAL CO TK       APPROX.11.8 KM 0532417.0 |
 CP2669| CP2599 JACKSON NEW STATE CAPITOL DOME      APPROX.10.3 KM 0715557.1 |
 CP2669| CP2595 JACKSON MER BANK AND TRUST BLDG TUR APPROX. 9.9 KM 0732557.8 |
 CP2669| AI2672 HAMILTON RM 1                        53.111 METERS 08436     |
 CP2669| CP2666 FOREST HILL WATER TANK              APPROX. 0.8 KM 1434027.0 |
 CP2669| AI2671 HAMILTON AZ MK                                     1602237.2 |
 CP2669| AI2673 HAMILTON RM 2                        31.111 METERS 22402     |
 CP2669|---------------------------------------------------------------------|
 CP2669
 CP2669                          SUPERSEDED SURVEY CONTROL
 CP2669
 CP2669  NAD 83(1986)-  32 16 29.91163(N)    090 17 10.82167(W) AD(       ) 1
 CP2669  NAD 27      -  32 16 29.38200(N)    090 17 10.49300(W) AD(       ) 1
 CP2669
 CP2669.Superseded values are not recommended for survey control.
 CP2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2669.See file dsdata.txt to determine how the superseded data were derived.
 CP2669
 CP2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5559374148(NAD 83)
 CP2669_MARKER: DS = TRIANGULATION STATION DISK
 CP2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2669
 CP2669  HISTORY     - Date     Condition        Report By
 CP2669  HISTORY     - 1931     MONUMENTED       CGS
 CP2669  HISTORY     - 1945     GOOD             CGS
 CP2669  HISTORY     - 1948     GOOD             CGS
 CP2669
 CP2669                          STATION DESCRIPTION
 CP2669
 CP2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2669'ABOUT 5 MILES SE OF CLINTON AND 6 MILES W OF JACKSON, ON
 CP2669'LAND OWNED BY J.G. HAMILTON, OF JACKSON.  STATION IS ABOUT
 CP2669'1/2 MILE S OF THE MT. PLEASANT CHURCH AND SCHOOL, 3/4 MILE
 CP2669'NW OF THE FOREST HILLS WATER TANK, 130 FEET E OF THE CENTER
 CP2669'LINE OF A GRAVELED ROAD, 60 METERS N OF WHERE ROAD OUT OF
 CP2669'FOREST HILLS MAKES A BEND TO THE NW, AND 30 YARDS E OF FACE
 CP2669'OF SPOIL BANK ON W SIDE OF OLD WORKED-OUT GRAVEL PIT.
 CP2669'
 CP2669'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2669'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CP2669'CONCRETE.
 CP2669'
 CP2669'REFERENCE MARK 1 IS E OF STATION.  IT IS A BRONZE REFERENCE
 CP2669'DISK SET IN TOP OF A CONCRETE POST.
 CP2669'
 CP2669'REFERENCE MARK 2 IS W OF STATION AND 10 METERS E OF THE
 CP2669'CENTER LINE OF GRAVEL ROAD.  IT IS A BRONZE REFERENCE DISK
 CP2669'SET IN TOP OF A CONCRETE POST.
 CP2669'
 CP2669'REACHED FROM CLINTON BY GRAVELED ROAD S, 2.9 MILES TO A
 CP2669'SCHOOL.  TURN E ON GRAVELED ROAD 2.4 MILES TO A T-ROAD.
 CP2669'TURN S ON GRAVELED ROAD 1.0 MILE TO TOP OF HILL AND STATION.
 CP2669'
 CP2669'FROM RAYMOND, FOLLOW THE JACKSON ROAD E 10.7 MILES TO A
 CP2669'GRAVELED ROAD LEADING N 0.2 MILE E OF THE FOREST HILLS SCHOOL.
 CP2669'FOLLOW THIS ROAD N 0.8 MILE TO STATION.
 CP2669'
 CP2669'FROM JACKSON, FOLLOW THE RAYMOND ROAD 7.3 MILES TO ABOVE
 CP2669'GRAVELED ROAD, THENCE 0.8 MILE TO STATION.
 CP2669'
 CP2669'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 CP2669
 CP2669                          STATION RECOVERY (1945)
 CP2669
 CP2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2669'STATION WAS RECOVERED AS DESCRIBED IN 1931 BY R.L.P. AND
 CP2669'ALL MARKS WERE FOUND IN GOOD CONDITION.
 CP2669'
 CP2669'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2669'DISKS SET IN CONCRETE.
 CP2669'
 CP2669'AN AZIMUTH MARK WAS ESTABLISHED AND A COMPLETE NEW DESCRIPTION
 CP2669'FOLLOWS--
 CP2669'
 CP2669'THE STATION IS LOCATED ABOUT 6 MILES WSW OF THE CITY OF
 CP2669'JACKSON AND ON LAND OWNED BY J.G. HAMILTON, OF JACKSON.
 CP2669'IT IS LOCATED NEAR THE CENTER OF AN OLD ABANDONED GRAVEL
 CP2669'PIT ON A PROMINENT HILL TOP, 127 FEET E OF THE APPROXIMATE
 CP2669'CENTER LINE OF A GRAVELED ROAD, AND 6 FEET N OF A STANDARD
 CP2669'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 CP2669'STAMPED HAMILTON 1931.
 CP2669'
 CP2669'REFERENCE MARK 1 IS 174.24 FEET E OF THE STATION AND ON
 CP2669'THE E EDGE OF THE OLD ABANDONED GRAVEL PIT.  THE MARK PROJECTS
 CP2669'3 INCHES AND THE DISK IS STAMPED HAMILTON NO 1 1931.
 CP2669'
 CP2669'REFERENCE MARK 2 IS 102.07 FEET SW OF THE STATION AND 25
 CP2669'FEET E OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD.
 CP2669'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMILTON
 CP2669'NO 2 1931.
 CP2669'
 CP2669'THE AZIMUTH MARK IS 0.2 MILE S OF THE STATION, 100 FEET
 CP2669'NW OF THE NW CORNER OF A SMALL FARMHOUSE, 16 FEET E OF THE
 CP2669'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 4 FEET NW
 CP2669'OF A STANDARD WITNESS POST.  THE MARK PROJECTS 5 INCHES
 CP2669'AND THE DISK IS STAMPED HAMILTON 1945.
 CP2669'
 CP2669'A 77-FOOT TOWER IS NEEDED.
 CP2669'
 CP2669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CP2669'80 AND 51 IN THE NW SECTION OF JACKSON, GO S ON HIGHWAY
 CP2669'51 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 18, TURN
 CP2669'RIGHT ON STATE HIGHWAY 18 AND GO W FOR 4.8 MILES TO A GRAVELED
 CP2669'T-ROAD RIGHT NEAR THE SUMMIT OF THE GRADE.  TURN RIGHT ON
 CP2669'GRAVELED ROAD AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE
 CP2669'RIGHT AS DESCRIBED.  CONTINUE N FOR 0.2 MILE TO AN OLD
 CP2669'ABANDONED GRAVEL PIT ON THE RIGHT AND STATION AS DESCRIBED.
 CP2669'
 CP2669'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CP2669
 CP2669                          STATION RECOVERY (1948)
 CP2669
 CP2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2669'TRIANGULATION STATION HAMILTON HAS BEEN DESTROYED, HOWEVER
 CP2669'REFERENCE MARK NO. 1 WAS RECOVERED BY THIS PARTY.  AN AZIMUTH
 CP2669'MARK, SET IN 1945, AND USED AS AN AZIMUTH MARK FOR HAMILTON
 CP2669'WAS ALSO RECOVERED.  IT WAS ALSO USED AS AN AZIMUTH MARK
 CP2669'FOR HAMILTON 2 1948.
 CP2669'
 CP2669'BOTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 CP2669'AND BOTH MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1690 ***********************************************************************
 EG1690  CBN         -  This is a Cooperative Base Network Control Station.
 EG1690  DESIGNATION -  HAMILTON
 EG1690  PID         -  EG1690
 EG1690  STATE/COUNTY-  MS/MARSHALL
 EG1690  USGS QUAD   -  MALONE (1982)
 EG1690
 EG1690                         *CURRENT SURVEY CONTROL
 EG1690  ___________________________________________________________________
 EG1690* NAD 83(2007)-  34 36 15.02704(N)    089 28 52.34246(W)     ADJUSTED  
 EG1690* NAVD 88     -       114.7    (meters)     376.     (feet)  GPS OBS   
 EG1690  ___________________________________________________________________
 EG1690  EPOCH DATE  -        2002.00
 EG1690  X           -      47,586.666 (meters)                     COMP
 EG1690  Y           -  -5,255,345.750 (meters)                     COMP
 EG1690  Z           -   3,601,859.557 (meters)                     COMP
 EG1690  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EG1690  ELLIP HEIGHT-          87.568 (meters)          (02/10/07) ADJUSTED
 EG1690  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG1690
 EG1690  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1690  Type    PID    Designation                      North   East  Ellip
 EG1690  -------------------------------------------------------------------
 EG1690  NETWORK EG1690 HAMILTON                          0.63   0.59   2.49
 EG1690  -------------------------------------------------------------------
 EG1690
 EG1690.The horizontal coordinates were established by GPS observations
 EG1690.and adjusted by the National Geodetic Survey in February 2007.
 EG1690
 EG1690.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1690.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1690.The horizontal coordinates are valid at the epoch date displayed above.
 EG1690.The epoch date for horizontal control is a decimal equivalence
 EG1690.of Year/Month/Day.
 EG1690
 EG1690.The orthometric height was determined by GPS observations and a
 EG1690.high-resolution geoid model.
 EG1690
 EG1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1690
 EG1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1690
 EG1690.The ellipsoidal height was determined by GPS observations
 EG1690.and is referenced to NAD 83.
 EG1690
 EG1690.The geoid height was determined by GEOID03.
 EG1690
 EG1690;                    North         East     Units Scale Factor Converg.
 EG1690;SPC MS E     -   566,154.417   240,575.994   MT  0.99999351   -0 22 04.6
 EG1690;SPC MS E     - 1,857,458.28    789,289.74   sFT  0.99999351   -0 22 04.6
 EG1690;UTM  16      - 3,831,947.734   272,475.482   MT  1.00023811   -1 24 34.9
 EG1690
 EG1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1690!SPC MS E     -   0.99998625  x   0.99999351  =   0.99997976
 EG1690!UTM  16      -   0.99998625  x   1.00023811  =   1.00022436
 EG1690
 EG1690:                Primary Azimuth Mark                     Grid Az
 EG1690:SPC MS E     -  HAMILTON AZ MK                           173 16 33.1
 EG1690:UTM  16      -  HAMILTON AZ MK                           174 19 03.4
 EG1690
 EG1690|---------------------------------------------------------------------|
 EG1690| PID    Reference Object                     Distance      Geod. Az  |
 EG1690|                                                           dddmmss.s |
 EG1690| CG3424 HAMILTON AZ MK                                     1725428.5 |
 EG1690| CG3425 HAMILTON RM 1                        30.562 METERS 18200     |
 EG1690| CG3426 HAMILTON RM 2                        35.729 METERS 28419     |
 EG1690| EG1692 HAMILTON AZ MK 2                    171.433 METERS 28614     |
 EG1690|---------------------------------------------------------------------|
 EG1690
 EG1690                          SUPERSEDED SURVEY CONTROL
 EG1690
 EG1690  ELLIP H (04/15/02)   87.581  (m)                       GP(       ) 4 2
 EG1690  NAD 83(1993)-  34 36 15.02666(N)    089 28 52.34193(W) AD(       ) B
 EG1690  ELLIP H (02/15/02)   87.580  (m)                       GP(       ) 4 1
 EG1690  NAD 83(1993)-  34 36 15.02845(N)    089 28 52.34076(W) AD(       ) 3
 EG1690  NAD 83(1986)-  34 36 15.03960(N)    089 28 52.33965(W) AD(       ) 3
 EG1690  NAD 27      -  34 36 14.67700(N)    089 28 52.04900(W) AD(       ) 3
 EG1690
 EG1690.Superseded values are not recommended for survey control.
 EG1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1690.See file dsdata.txt to determine how the superseded data were derived.
 EG1690
 EG1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7247531948(NAD 83)
 EG1690_MARKER: DS = TRIANGULATION STATION DISK
 EG1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1690_STAMPING: HAMILTON 1955
 EG1690_MARK LOGO: CGS   
 EG1690_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1690+STABILITY: SURFACE MOTION
 EG1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1690+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 EG1690
 EG1690  HISTORY     - Date     Condition        Report By
 EG1690  HISTORY     - 1955     MONUMENTED       CGS
 EG1690  HISTORY     - 1966     GOOD             MSHD
 EG1690  HISTORY     - 20000501 GOOD             NGS
 EG1690  HISTORY     - 20020219 GOOD             USACE
 EG1690  HISTORY     - 20080501 GOOD             MSDOT
 EG1690
 EG1690                          STATION DESCRIPTION
 EG1690
 EG1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1690'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ABBEVILLE, 3 MILES
 EG1690'SOUTH-SOUTHWEST OF
 EG1690'WATERFORD, IN THE NORTHEAST CORNER OF THE HAMILTON
 EG1690'CHURCH YARD, IN SECTION 35, T 5 S, R
 EG1690'3 W.
 EG1690'
 EG1690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 30,
 EG1690'(1.6 MILES NORTH
 EG1690'OF OXFORD) GO NORTH ON STATE HIGHWAY 7 FOR 8.8 MILES
 EG1690'TO THE MAIN INTERSECTION IN
 EG1690'ABBEVILLE, CONTINUE STRAIGHT AHEAD FOR
 EG1690'6.8 MILES TO THE FIN AND FEATHER CAFE ON THE
 EG1690'LEFT, CONTINUE NORTH FOR
 EG1690'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 EG1690'0.2 MILE TO A
 EG1690'SIDE ROAD LEFT AND THE STATION ON THE LEFT.
 EG1690'
 EG1690'THE STATION IS A STANDARD DISK STAMPED HAMILTON 1955, SET IN A 12
 EG1690'INCH SQUARE
 EG1690'CONCRETE POST WHICH PROJECTS 6 INCHES, IS 74 FEET WEST OF
 EG1690'THE CENTER LINE OF STATE
 EG1690'HIGHWAY 7, 36 FEET SOUTH OF THE APPROXIMATE
 EG1690'CENTER OF A GRAVEL ROAD, 152 FEET NORTHEAST
 EG1690'OF THE NORTHEAST CORNER
 EG1690'OF THE HAMILTON CHURCH.
 EG1690'
 EG1690'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HAMILTON NO 1
 EG1690'1955, SET IN A 12
 EG1690'INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES,
 EG1690'IT IS 68 FEET WEST OF THE CENTER
 EG1690'LINE OF STATE HIGHWAY 7.
 EG1690'
 EG1690'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HAMILTON NO 2
 EG1690'1955, SET IN A 12
 EG1690'INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES,
 EG1690'IT IS 27.5 FEET SOUTH OF THE
 EG1690'APPROXIMATE CENTER OF A GRAVEL ROAD.
 EG1690'
 EG1690'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAMILTON 1955, SET IN A
 EG1690'12 INCH SQUARE
 EG1690'CONCRETE POST WHICH PROJECTS 6 INCHES, IT IS 0.2 MILE
 EG1690'SOUTH OF THE STATION, 32 FEET
 EG1690'EAST OF THE CENTER LINE OF STATE
 EG1690'HIGHWAY 7, 4 FEET EAST OF THE ROAD RIGHT-OF-WAY
 EG1690'FENCE, 2 FEET WEST OF
 EG1690'A POWER LINE POLE AND 2 FEET NORTH OF A STANDARD WITNESS POST.
 EG1690
 EG1690                          STATION RECOVERY (1966)
 EG1690
 EG1690'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1690'THE STATION WAS VISITED 5-10-66 AND ALL MARKS WERE FOUND IN GOOD
 EG1690'CONDITION.
 EG1690'
 EG1690'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1690'SOUTH ON
 EG1690'MISSISSIPPI HIGHWAY 7 FOR 0.1 MILE TO AN INTERSECTION, TURN
 EG1690'RIGHT (WEST) AND CONTINUE
 EG1690'ON HIGHWAY 7 FOR 0.1 MILE TO A T
 EG1690'INTERSECTION, TURN LEFT (SOUTH) ON HIGHWAY 7
 EG1690'AND CONTINUE ON HIGHWAY
 EG1690'7 FOR 9.05 MILES TO A SIDE ROAD LEFT LEADING TO THE VILLAGE OF
 EG1690'WATERFORD,
 EG1690'CONTINUE SOUTH ON HIGHWAY 7 FOR 3.55 MILES TO A SIDE ROAD
 EG1690'RIGHT AND THE STATION ON THE
 EG1690'RIGHT AS DESCRIBED.  TO REACH THE
 EG1690'AZIMUTH CONTINUE SOUTH ON HIGHWAY 7 FOR 0.2 MILE
 EG1690'TO THE MARK ON THE
 EG1690'LEFT.  THE STATION DISK IS STAMPED HAMILTON (1955).
 EG1690'
 EG1690'IT IS 74 FEET WEST OF THE CENTER OF HIGHWAY 7, 152 FEET NORTHEAST OF
 EG1690'THE NORTHEAST
 EG1690'CORNER OF THE HAMILTON CHAPEL CHURCH, 38 FEET NORTHWEST
 EG1690'OF THE NORTH POST OF THE CHURCH
 EG1690'SIGN, 36 FEET SOUTH OF THE CENTER OF
 EG1690'THE GRAVEL ROAD, AND 1.8 FEET WEST OF METAL
 EG1690'WITNESS POST.
 EG1690'
 EG1690'RM 1 IS 71 FEET SOUTHWEST OF THE SOUTH OF THE CHURCH SIGN, 68 FEET
 EG1690'WEST OF THE CENTER
 EG1690'OF HIGHWAY 7, 54 FEET NORTHWEST OF POWER POLE NO
 EG1690'23, AND STAMPED HAMILTON NO 1 (1955).
 EG1690'
 EG1690'RM 2 IS 81.5 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 27.5
 EG1690'FEET SOUTH OF THE
 EG1690'GRAVEL ROAD, AND STAMPED HAMILTON NO 2 (1955).
 EG1690'
 EG1690'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF HIGHWAY 7, 2 FEET
 EG1690'WEST OF POWER POLE
 EG1690'NO 19, 1.5 FEET EAST OF A METAL WITNESS POST, AND
 EG1690'STAMPED HAMILTON (1955).
 EG1690
 EG1690                          STATION RECOVERY (2000)
 EG1690
 EG1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1690'THE STATION IS LOCATED 11 MI (17.7 KM) SOUTH OF HOLLY SPRINGS, MS,
 EG1690'ALONG OLD RTE 7 BETWEEN THE TOWN OF WATERFORD AND THE SARDIS LAKE
 EG1690'RESERVOIR.  TO REACH THE STATION FROM THE POST OFFICE IN WATERFORD,
 EG1690'DRIVE SOUTH ON OLD RTE 7 FOR 3.1 MI (5.0 KM) TO A PAVED ROAD RIGHT,
 EG1690'HAMILTON CHURCH ROAD, AND THE STATION ON THE RIGHT, SOUTHWEST
 EG1690'QUADRANT, IN THE YARD OF THE HAMILTON CHAPEL CME CHURCH.  THE STATION
 EG1690'IS 74 FT (22.6 M) WEST OF THE CENTER OF OLD RTE 7, 152 FT (46.3 M)
 EG1690'NORTHEAST OF THE NE CORNER OF THE CHURCH, 36 FT (11.0 M) SOUTH OF THE
 EG1690'CENTER OF HAMILTON CHURCH ROAD, 24 FT (7.3 M) SOUTH OF A 9 INCH PINE
 EG1690'TREE, 32 FT (9.8 M) WSW OF AN UNDERGROUND CABLE WARNING SIGN, 46 FT
 EG1690'(14.0 M) EAST OF A NEIGHBORHOOD WATCH SIGN, AND PROJECTS ABOUT 0.3 FT
 EG1690'(9.1 CM) ABOVE THE GROUND.  REFERENCE MARKS 1 AND 2 WERE ALSO FOUND
 EG1690'INTACT.
 EG1690
 EG1690                          STATION RECOVERY (2002)
 EG1690
 EG1690'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (EFD)
 EG1690'MONUMENT IS LOCATED FROM THE JUNCTION OF OLD STATE HWY 7 AND 30.
 EG1690
 EG1690                          STATION RECOVERY (2008)
 EG1690
 EG1690'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1690'STATION RECOVERED AS DESCRIBED ALTHOUGH IT IS NOW LOCATED IN PAVED
 EG1690'PARKING LOT AND EXTENDS 6 INCHES ABOVE IT.
 EG1690'RM 1 IS ALSO LOCATED IN PAVED PARKING LOT, EXTENDING 12 INCHES ABOVE
 EG1690'IT AND APPEARS TO HAVE BEEN MOVED AS ARROW ON CAP NO LONGER POINTS AT
 EG1690'THE TRI STATION.
 EG1690'RM 2 IS IN GOOD CONDITION, FLUSH WITH GROUND AND 5.5 FEET NORTH OF THE
 EG1690'EDGE OF THE PARKING LOT.
 EG1690'THE OLD AZIMUTH MARK WAS LOOKED FOR AND NOT FOUND, IT IS ASSUMED TO BE
 EG1690'DESTROYED.
 EG1690'THE NEW AZIMUTH MARK STAMPED HAMILTON 1978 WAS RECOVERED IN GOOD
 EG1690'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2675 ***********************************************************************
 CP2675  DESIGNATION -  HAMILTON 2
 CP2675  PID         -  CP2675
 CP2675  STATE/COUNTY-  MS/HINDS
 CP2675  USGS QUAD   -  CLINTON (1980)
 CP2675
 CP2675                         *CURRENT SURVEY CONTROL
 CP2675  ___________________________________________________________________
 CP2675* NAD 83(1993)-  32 16 28.97363(N)    090 17 12.77350(W)     ADJUSTED  
 CP2675* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CP2675  ___________________________________________________________________
 CP2675  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CP2675  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2675  HORZ ORDER  -  FIRST
 CP2675
 CP2675.The horizontal coordinates were established by classical geodetic methods
 CP2675.and adjusted by the National Geodetic Survey in May 1994.
 CP2675
 CP2675.The orthometric height was scaled from a topographic map.
 CP2675
 CP2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2675
 CP2675.The geoid height was determined by GEOID03.
 CP2675
 CP2675;                    North         East     Units Scale Factor Converg.
 CP2675;SPC MS W     -   307,611.644   704,376.021   MT  0.99995024   +0 01 29.3
 CP2675;SPC MS W     - 1,009,222.54  2,310,940.33   sFT  0.99995024   +0 01 29.3
 CP2675;UTM  15      - 3,574,118.667   755,542.856   MT  1.00040537   +1 26 58.3
 CP2675
 CP2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2675!SPC MS W     -   0.99998122  x   0.99995024  =   0.99993146
 CP2675!UTM  15      -   0.99998122  x   1.00040537  =   1.00038659
 CP2675
 CP2675|---------------------------------------------------------------------|
 CP2675| PID    Reference Object                     Distance      Geod. Az  |
 CP2675|                                                           dddmmss.s |
 CP2675| CP2670 HAMILTON 3                           70.468 METERS 07208     |
 CP2675| AI2672 HAMILTON RM 1                       109.052 METERS 07208     |
 CP2675| CP2666 FOREST HILL WATER TANK              APPROX. 0.8 KM 1393459.8 |
 CP2675| AI2671 HAMILTON AZ MK                                     1532626.0 |
 CP2675| AI2668 HAMILTON 2 RM 3                      24.195 METERS 20104     |
 CP2675| AI2669 HAMILTON 2 RM 4                      20.673 METERS 30546     |
 CP2675| CP2673 CAMP GARAYWA WATER TANK             APPROX. 6.8 KM 3203803.1 |
 CP2675| CP2674 CLINTON MUNICIPAL TANK              APPROX. 8.3 KM 3290610.5 |
 CP2675|---------------------------------------------------------------------|
 CP2675
 CP2675                          SUPERSEDED SURVEY CONTROL
 CP2675
 CP2675  NAD 83(1986)-  32 16 28.98776(N)    090 17 12.76931(W) AD(       ) 1
 CP2675  NAD 27      -  32 16 28.45600(N)    090 17 12.44200(W) AD(       ) 1
 CP2675
 CP2675.Superseded values are not recommended for survey control.
 CP2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2675.See file dsdata.txt to determine how the superseded data were derived.
 CP2675
 CP2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5554374119(NAD 83)
 CP2675_MARKER: DS = TRIANGULATION STATION DISK
 CP2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2675+STABILITY: SURFACE MOTION
 CP2675
 CP2675  HISTORY     - Date     Condition        Report By
 CP2675  HISTORY     - 1948     MONUMENTED       CGS
 CP2675  HISTORY     - 1957     GOOD             CGS
 CP2675  HISTORY     - 1961     GOOD             MSHD
 CP2675  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CP2675  HISTORY     - 20020605 SEE DESCRIPTION  USACE
 CP2675
 CP2675                          STATION DESCRIPTION
 CP2675
 CP2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2675'THE STATION IS LOCATED ABOUT 6 MILES WEST OF JACKSON AND
 CP2675'5 MILES SOUTHEAST OF CLINTON, ON LAND OWNED BY MR. R.A. MADDOX.
 CP2675'IT IS 56 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 CP2675'A GRAVELED ROAD AND 6 FEET SOUTHWEST OF A WITNESS POST.
 CP2675'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAMILTON
 CP2675'2 1948.
 CP2675'
 CP2675'TRIANGULATION STATION HAMILTON 1931 HAS BEEN DESTROYED,
 CP2675'HOWEVER REFERENCE MARK NO. 1 WAS RECOVERED BY THIS PARTY.
 CP2675'AN AZIMUTH MARK, SET IN 1945, AND USED AS AN AZIMUTH MARK
 CP2675'FOR HAMILTON 1931 WAS ALSO RECOVERED.  IT WAS ALSO USED
 CP2675'AS AN AZIMUTH MARK FOR HAMILTON 2 1948.  BOTH MARKS ARE
 CP2675'STANDARD BRONZE DISKS SET IN CONCRETE AND BOTH MARKS ARE
 CP2675'IN GOOD CONDITION.
 CP2675'
 CP2675'REFERENCE MARK NO. 1 IS 358 FEET (SLOPE MEASUREMENT) EAST
 CP2675'OF THE STATION AT THE EAST EDGE OF A GRAVEL PIT.  THE MARK
 CP2675'PROJECTS 2 INCHES, AND THE DISK IS STAMPED HAMILTON NO 1 1931.
 CP2675'
 CP2675'REFERENCE MARK NO. 3 IS 79.38 FEET SOUTHWEST OF THE STATION.
 CP2675'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAMILTON
 CP2675'2 NO 3 1948.
 CP2675'
 CP2675'REFERENCE MARK NO. 4 IS 67.91 FEET NORTHWEST OF THE STATION
 CP2675'AND 84 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 CP2675'GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 CP2675'IS STAMPED HAMILTON 2 NO 4 1948.
 CP2675'
 CP2675'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 15
 CP2675'FEET NORTHWEST OF A DRIVEWAY LEADING TO MR. MADDOXS HOME,
 CP2675'14 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 CP2675'ROAD, AND 4 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 CP2675'PROJECTS 5 INCHES, AND THE DISK IS STAMPED HAMILTON 1945.
 CP2675'
 CP2675'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE MISSISSIPPI
 CP2675'COLLEGE IN CLINTON, GO EAST ON U.S. HIGHWAY 80 FOR 3.3 MILES
 CP2675'TO A CROSSROAD, HERE TURN RIGHT AND FOLLOW THE MAIN TRAVELED
 CP2675'GRAVELED ROAD FOR 1.25 MILES TO ANOTHER CROSSROAD, CONTINUE
 CP2675'STRAIGHT AHEAD ON A BLACKTOP ROAD FOR 0.5 MILE TO A SIDE
 CP2675'ROAD LEFT, AGAIN CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD
 CP2675'FOR 0.65 MILE TO A FORK IN THE ROAD, TAKE THE LEFT ROAD
 CP2675'AND GO 1.7 MILES TO THE STATION ON THE RIGHT.
 CP2675'
 CP2675'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 CP2675'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 CP2675'THE LEFT.
 CP2675'
 CP2675'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CP2675
 CP2675                          STATION RECOVERY (1957)
 CP2675
 CP2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2675'THE STATION WAS VISITED 2-20-57 AND THE STATION MARK AND
 CP2675'REFERENCE MARKS NO. 1, NO. 3 AND NO. 4 WERE FOUND IN GOOD
 CP2675'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE
 CP2675'DISK WAS RECLAIMED.  A NEW DESCRIPTION FOLLOWS--
 CP2675'
 CP2675'THE STATION IS LOCATED 6 MILES WEST-SOUTHWEST OF JACKSON
 CP2675'AND 5 MILES SOUTH-SOUTHEAST OF CLINTON ON PROPERTY OWNED
 CP2675'BY MR. R.A. MADDOX AND ACROSS A GRAVELED ROAD AND WEST OF
 CP2675'AN OLD GRAVEL PIT, 88 FEET SOUTH-SOUTHWEST OF THE CENTER
 CP2675'OF A BLACK TOP ROAD, 34 FEET SOUTH OF THE EAST END OF A
 CP2675'WIRE GATE, 48 FEET SOUTHWEST OF A HIGH KNOLL OF GRAVEL,
 CP2675'17 FEET SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD, AND
 CP2675'5.5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK,
 CP2675'STAMPED HAMILTON 2 1948, PROJECTING 6 INCHES.
 CP2675'
 CP2675'REFERENCE MARK NO. 1 IS 358 FEET NORTH-NORTHEAST OF THE
 CP2675'STATION, 139 FEET NORTHEAST OF A POWER POLE, 243 FEET NORTHEAST
 CP2675'OF THE CENTER OF THE BLACK TOP ROAD AND AT THE NORTHEAST
 CP2675'EDGE OF AN ABANDONED GRAVEL PIT.  IT IS A STANDARD DISK,
 CP2675'STAMPED HAMILTON NO 1 1931, PROJECTING 16 INCHES.
 CP2675'
 CP2675'REFERENCE MARK NO. 3 IS 79.38 FEET SOUTH-SOUTHWEST OF THE
 CP2675'STATION, 61 FEET NORTH OF A FENCE LINE, 104 FEET SOUTHWEST
 CP2675'OF A FENCE LINE AND 45 FEET SOUTHEAST OF THE CENTER OF A
 CP2675'TRACK ROAD.  IT IS A STANDARD DISK, STAMPED HAMILTON 2 NO
 CP2675'3 1948, PROJECTING 10 INCHES.
 CP2675'
 CP2675'REFERENCE MARK NO. 4 IS 67.91 FEET WEST-NORTHWEST OF THE
 CP2675'STATION, 61 FEET SOUTH OF A FENCE LINE AND 53 FEET SOUTHWEST
 CP2675'OF THE CENTER OF THE ROAD.  IT IS A STANDARD DISK, STAMPED
 CP2675'HAMILTON 2 NO 4 1948, PROJECTING 8 INCHES.
 CP2675'
 CP2675'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN JACKSON,
 CP2675'GO SOUTH ON S. STATE STREET FOR 1.35 MILE TO THE JUNCTION
 CP2675'WITH U.S. HIGHWAY 80, TURN RIGHT, AND GO WEST ON U.S. HIGHWAY
 CP2675'80 FOR 6.1 MILES TO A CROSSROAD (WIGGINS ROAD), TURN LEFT
 CP2675'AND GO 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH
 CP2675'FOR 1.15 MILES TO THE RAILROAD TRACKS, CROSS TRACKS AND
 CP2675'CONTINUE SOUTH FOR 0.85 MILE TO A FORK, TAKE LEFT FORK AND
 CP2675'GO 1.0 MILE TO THE STATION ON THE RIGHT ON THE TOP OF A
 CP2675'HILL AT A CURVE IN THE ROAD.
 CP2675
 CP2675                          STATION RECOVERY (1961)
 CP2675
 CP2675'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2675'THE STATION WAS VISITED 9-25-61.  THE STATION, R.M. NO. 3
 CP2675'AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.
 CP2675'
 CP2675'THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND
 CP2675'AT THIS DATE.
 CP2675'
 CP2675'A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE STATION.
 CP2675
 CP2675                          STATION RECOVERY (1968)
 CP2675
 CP2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP2675'THE STATION WAS VISITED 1-31-68 AND THE STATION MARK, R.M.
 CP2675'NO. 1 AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  R.M.
 CP2675'NO. 3 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS FOUND DESTROYED
 CP2675'PRIOR TO THIS DATE.  THE STATION MARK AND R.M. NO. 4 WERE
 CP2675'REQUESTED TO BE MOVED DUE TO CONSTRUCTION.
 CP2675'
 CP2675'A NEW STATION HAMILTON 3 WAS ESTABLISHED TOWARD AND ON LINE
 CP2675'WITH R.M. NO. 1 A DISTANCE OF 70.468 METERS, USING R.M. NO. 1
 CP2675'AS A REFERENCE MARK FOR THE NEW STATION AND ESTABLISHING
 CP2675'R.M. NO. 5.
 CP2675'
 CP2675'THE DISKS FOR HAMILTON 2, STATION MARK, R.M. NO. 3 AND R.M.
 CP2675'NO. 4 WERE RECLAIMED AT THIS DATE.  THE SUB-SURFACE MARK
 CP2675'WILL BE DESTROYED BY ROAD CONSTRUCTION.
 CP2675'
 CP2675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CP2675'SOUTHEAST OF CLINTON
 CP2675
 CP2675                          STATION RECOVERY (2002)
 CP2675
 CP2675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 CP2675'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2670 ***********************************************************************
 CP2670  DESIGNATION -  HAMILTON 3
 CP2670  PID         -  CP2670
 CP2670  STATE/COUNTY-  MS/HINDS
 CP2670  USGS QUAD   -  CLINTON (1980)
 CP2670
 CP2670                         *CURRENT SURVEY CONTROL
 CP2670  ___________________________________________________________________
 CP2670* NAD 83(1993)-  32 16 29.67532(N)    090 17 10.21053(W)     ADJUSTED  
 CP2670* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 CP2670  ___________________________________________________________________
 CP2670  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CP2670  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CP2670  HORZ ORDER  -  SECOND
 CP2670
 CP2670.The horizontal coordinates were established by classical geodetic methods
 CP2670.and adjusted by the National Geodetic Survey in May 1994.
 CP2670
 CP2670.The orthometric height was scaled from a topographic map.
 CP2670
 CP2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2670
 CP2670.The geoid height was determined by GEOID03.
 CP2670
 CP2670;                    North         East     Units Scale Factor Converg.
 CP2670;SPC MS W     -   307,633.286   704,443.080   MT  0.99995024   +0 01 30.7
 CP2670;SPC MS W     - 1,009,293.54  2,311,160.34   sFT  0.99995024   +0 01 30.7
 CP2670;UTM  15      - 3,574,141.981   755,609.386   MT  1.00040579   +1 26 59.7
 CP2670
 CP2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2670!SPC MS W     -   0.99998107  x   0.99995024  =   0.99993131
 CP2670!UTM  15      -   0.99998107  x   1.00040579  =   1.00038685
 CP2670
 CP2670|---------------------------------------------------------------------|
 CP2670| PID    Reference Object                     Distance      Geod. Az  |
 CP2670|                                                           dddmmss.s |
 CP2670| AI2672 HAMILTON RM 1                        38.584 METERS 07209     |
 CP2670| CP2666 FOREST HILL WATER TANK              APPROX. 0.8 KM 1441924.8 |
 CP2670| AI2670 HAMILTON 3 RM 5                      15.328 METERS 16201     |
 CP2670| CP2675 HAMILTON 2                           70.468 METERS 25208     |
 CP2670|---------------------------------------------------------------------|
 CP2670
 CP2670                          SUPERSEDED SURVEY CONTROL
 CP2670
 CP2670  NAD 83(1986)-  32 16 29.68945(N)    090 17 10.20635(W) AD(       ) 2
 CP2670  NAD 27      -  32 16 29.15800(N)    090 17 09.87900(W) AD(       ) 2
 CP2670
 CP2670.Superseded values are not recommended for survey control.
 CP2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2670.See file dsdata.txt to determine how the superseded data were derived.
 CP2670
 CP2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5560974142(NAD 83)
 CP2670_MARKER: DS = TRIANGULATION STATION DISK
 CP2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2670
 CP2670  HISTORY     - Date     Condition        Report By
 CP2670  HISTORY     - 1968     MONUMENTED       CGS
 CP2670  HISTORY     - 1972     GOOD             MSSU
 CP2670  HISTORY     - 1974     GOOD             NGS
 CP2670  HISTORY     - 1977     GOOD             MSHD
 CP2670  HISTORY     - 1981     SEE DESCRIPTION  NGS
 CP2670
 CP2670                          STATION DESCRIPTION
 CP2670
 CP2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP2670'THE STATION IS LOCATED ABOUT 6 MILES WEST OF JACKSON AND
 CP2670'5 MILES SOUTHEAST OF CLINTON IN THE NORTHEAST ANGLE OF THE
 CP2670'INTERSECTION OF STATE HIGHWAY 18 AND MADDOX ROAD.  IT IS
 CP2670'650 FEET NORTH OF THE INTERSECTION, 207 FEET NORTHWEST OF
 CP2670'THE NORTHWEST RIGHT-OF-WAY OF HIGHWAY 18, 42 FEET NORTH
 CP2670'OF A POWER POLE, EAST OF AND ABOUT 15 FEET ABOVE THE LEVEL
 CP2670'OF MADDOX ROAD AND 1.0 FOOT NORTHEAST OF A METAL WITNESS
 CP2670'POST.  IT IS A TRIANGULATION STATION DISK STAMPED HAMILTON
 CP2670'3 1968, PROJECTING 6 INCHES.
 CP2670'
 CP2670'REFERENCE MARK NO. 1 IS AT THE NORTHEAST EDGE OF AN OLD
 CP2670'GRAVEL PIT, 128 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 CP2670'OF STATE HIGHWAY 18, 24 FEET SOUTH OF A TWIN OAK TREE, 9
 CP2670'FEET NORTH OF A 12-INCH SCRUB OAK TREE, 7 FEET WEST OF A
 CP2670'10-INCH SCRUB OAK TREE AND 1.5 FEET EAST NORTHEAST OF A
 CP2670'METAL WITNESS POST.  THE ARROW ON THE DISK POINTS ABOUT
 CP2670'20 DEGREES TO NORTH OF STATION HAMILTON 3.  IT IS A REFERENCE
 CP2670'MARK DISK STAMPED HAMILTON NO 1 1931, PROJECTING 12 INCHES.
 CP2670'
 CP2670'REFERENCE MARK NO. 5 IS 10 FEET SOUTHEAST OF A POWER LINE
 CP2670'POLE, 6 FEET NORTHEAST OF GUY CABLE FOR POWER LINE, AND
 CP2670'1.0 FOOT NORTHEAST OF METAL WITNESS POST.  IT IS A REFERENCE
 CP2670'MARK DISK STAMPED HAMILTON 3 NO 5 1968, PROJECTING 4 INCHES.
 CP2670
 CP2670                          STATION RECOVERY (1972)
 CP2670
 CP2670'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (JAS)
 CP2670'HAMILTON 3 1968-GOOD
 CP2670'
 CP2670'HAMILTON NO 1 1931-GOOD
 CP2670'
 CP2670'HAMILTON 3 NO 5 1968-GOOD
 CP2670
 CP2670                          STATION RECOVERY (1974)
 CP2670
 CP2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RB)
 CP2670'THE STATION WAS VISITED 3-26-74 AND THE STATION MARK, REFERENCE
 CP2670'MARKS NO. 1, AND NO. 5 WERE FOUND IN GOOD CONDITION.  THE
 CP2670'FOREST HILL WATER TANK SERVES AS THE AZIMUTH MARK FOR THIS
 CP2670'STATION AND IS STILL VISIBLE FROM GROUND.  A NEW DESCRIPTION
 CP2670'FOLLOWS--
 CP2670'
 CP2670'THE STATION IS LOCATED 1.7 MILES SW OF INTERSTATE HWY 20
 CP2670'AND 0.9 MILE NNW OF FOREST HILL, NEAR THE CENTER OF SECTION
 CP2670'15, T5N, R1W, ON THE PROPERTY OF R.A. MADDOX.  IT IS 207
 CP2670'FEET NW OF NW R.O.W. OF HWY. 18, 175 FEET NE OF AND 15 FEET
 CP2670'HIGHER THAN C/L OF MADDOX ROAD, 41 FEET WEST OF A 8 IN PINE,
 CP2670'16.8 FEET SOUTH OF A 4 IN CEDAR, 42 FEET NNW OF A POWER
 CP2670'POLE AND 7 FEET NE OF A POWER LINE, 10.5 FEET NW OF A 3
 CP2670'IN CEDAR, AND 1.2 FEET NORTH OF A METAL WITNESS POST (MWP).
 CP2670'IT IS A TRIANGULATION DISK STAMPED HAMILTON 3 1968 AND SET
 CP2670'IN A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 CP2670'GROUND LEVEL.
 CP2670'
 CP2670'REFERENCE MARK NO. 1 IS 127 FEET ENE OF AND 1.8 FEET HIGHER
 CP2670'THAN THE STATION, 86 FEET ENE OF A 8 IN PINE, 48.6 FEET
 CP2670'NE OF 18 IN PINE, 32 FEET SW OF A SANDSTONE LANDFILL, 24.4
 CP2670'FEET SE OF A TWIN OAK, 9.5 FEET NW OF 12 IN SCRUB OAK, 7.3
 CP2670'FEET SW OF 12 IN SCRUB OAK, AND 128 FEET NW OF NW R.O.W.
 CP2670'OF HWY. 18.  IT IS A REFERENCE MARK DISK STAMPED HAMILTON
 CP2670'NO 1 1931 AND SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING
 CP2670'1.3 FEET ABOVE GROUND LEVEL.
 CP2670'
 CP2670'REFERENCE MARK NO. 5 IS 50 FEET SSE OF AND 0.5 FEET LOWER
 CP2670'THAN THE STATION, 89 FEET SW OF A 18 IN PINE, 59 FEET SSW
 CP2670'OF A 8 IN PINE, 9.8 FEET SE OF A POWER POLE, 3.5 FEET NE
 CP2670'OF A POWER LINE, AND 1.2 FEET NE OF A MWP.  IT IS A REFERENCE
 CP2670'MARK DISK STAMPED HAMILTON 3 NO 5 1968 AND SET IN A 12 INCH
 CP2670'SQUARE CONCRETE POST FLUSH WITH GROUND.
 CP2670'
 CP2670'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 5 WAS
 CP2670'COMPUTED TO BE 136.12 FEET USING THE 1968 DATA AND WAS MEASURED
 CP2670'TO BE 136.3 FEET.
 CP2670'
 CP2670'TO REACH THE STATION FROM THE JCT. OF INTERSTATE HWY. 20
 CP2670'AND STATE HWY. 18, ABOUT 5 MILES SE OF CLINTON, GO SW ON
 CP2670'HWY. 18 FOR 1.8 MILES TO A TRAFFIC LIGHT AT MADDOX ROAD,
 CP2670'TURN RIGHT AND GO NNW ON MADDOX ROAD FOR 0.1 MILE TO THE
 CP2670'STATION ON THE RIGHT.
 CP2670'
 CP2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CP2670'SE OF CLINTON
 CP2670
 CP2670                          STATION RECOVERY (1977)
 CP2670
 CP2670'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2670'THE STATION WAS VISITED 7-28-77 AND THE STATION MARK, RM NO 1 AND RM
 CP2670'NO 5 WERE FOUND IN GOOD CONDITION.
 CP2670'
 CP2670'THE STATION IS LOCATED 5 MILES SOUTHEAST OF CLINTON IN THE NORTHEAST
 CP2670'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 18 AND MADDOX ROAD, 6
 CP2670'MILES SOUTHWEST OF THE CENTER OF DOWNTOWN JACKSON, 1 MILE NORTH OF
 CP2670'THE COMMUNITY OF FOREST HILL OPPOSITE THE ENTRANCE TO WAPT T.V.
 CP2670'STATION NEAR THE CENTER OF SECTION 15, T 5N, R 1W.  IT IS 650 FEET
 CP2670'NORTH OF THE INTERSECTION OF STATE HIGHWAY 18 AND MADDOX ROAD, 207
 CP2670'FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY OF HIGHWAY 18,
 CP2670'298 FEET NORTH OF A POWER POLE WITH A GUY WIRE, 177 FEET EAST OF THE
 CP2670'CENTER OF MADDOX ROAD, 47 FEET EAST OF THE CENTER OF A TRACK ROAD, 42
 CP2670'FEET NORTH OF A POWER POLE WITH A GUY WIRE, 2.5 FEET SOUTH OF THE
 CP2670'PROJECTED CENTER OF THE NORTH ENTRANCE TO THE T.V. STATION, 1.5
 CP2670'FEET NORTHEAST OF A METAL WITNESS POST AND PROJECTS 5 INCHES.  IT
 CP2670'IS A TRIANGULATION DISK, STAMPED HAMILTON 3 1968.
 CP2670'
 CP2670'REFERENCE MARK NO 1 IS 126.59 FEET EAST OF THE STATION.  IT IS 137.5
 CP2670'FEET EAST-NORTHEAST OF A POWER POLE WITH A GUY WIRE, 128 FEET
 CP2670'NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY OF HIGHWAY 18, 23 FEET
 CP2670'SOUTHEAST OF A 15 INCH TWIN OAK, 9 FEET NORTHWEST OF A 12 INCH
 CP2670'OAK, 6.5 FEET SOUTHWEST OF A 10 INCH OAK, 1.5 FEET NORTHWEST OF A
 CP2670'METAL WITNESS POST AND PROJECTS 18 INCHES.  (NOTE) THE ARROW
 CP2670'POINTS ABOUT 20 DEG NORTH OF THE STATION.  IT IS A REFERENCE MARK
 CP2670'DISK, STAMPED HAMILTON 1931 NO 1.
 CP2670'
 CP2670'REFERENCE MARK NO 5 IS 50.29 FEET SOUTH OF THE STATION.  IT IS 248
 CP2670'FEET NORTH OF A POWER POLE, 27 FEET EAST OF THE CENTER OF A TRACK
 CP2670'ROAD, 9 FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL
 CP2670'WITNESS POST AND PROJECTS 1 INCH.  IT IS A REFERENCE MARK DISK,
 CP2670'STAMPED HAMILTON 3 NO 5 1968.
 CP2670'
 CP2670'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 5 IS 136.16 FEET.
 CP2670'
 CP2670'TO REACH THE STATION FROM THE I-220 BRIDGE OVER U.S. HIGHWAY 80 GO
 CP2670'NORTHWEST ON U.S. HIGHWAY 80 FOR 0.5 MILE TO THE JUNCTION OF STATE
 CP2670'HIGHWAY 18.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 18 FOR
 CP2670'2.85 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT.
 CP2670'
 CP2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 CP2670'OF CLINTON.
 CP2670
 CP2670                          STATION RECOVERY (1981)
 CP2670
 CP2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CP2670'THE STATION MARK, REFERENCE MARK NO 1 AND REFERENCE MARK NO 5 WERE
 CP2670'RECOVERED IN GOOD CONDITION, BUT ALL MARKS WERE GOING TO BE DESTROYED
 CP2670'BY CONSTRUCTION OF A WATER TANK.  A COMPLETE NEW STATION, HAMILTON 4,
 CP2670'WAS ESTABLISHED AT THIS DATE AND THE DISKS WERE RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1692 ***********************************************************************
 EG1692  DESIGNATION -  HAMILTON AZ MK 2
 EG1692  PID         -  EG1692
 EG1692  STATE/COUNTY-  MS/MARSHALL
 EG1692  USGS QUAD   -  MALONE (1982)
 EG1692
 EG1692                         *CURRENT SURVEY CONTROL
 EG1692  ___________________________________________________________________
 EG1692* NAD 83(1993)-  34 36 16.58329(N)    089 28 58.80097(W)     NO CHECK  
 EG1692* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 EG1692  ___________________________________________________________________
 EG1692  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EG1692  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EG1692  HORZ ORDER  -  THIRD
 EG1692
 EG1692.The horizontal coordinates were established by classical geodetic methods
 EG1692.and adjusted by the National Geodetic Survey in May 1994.
 EG1692.No horizontal observational check was made to the station.
 EG1692
 EG1692.The orthometric height was scaled from a topographic map.
 EG1692
 EG1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1692
 EG1692.The geoid height was determined by GEOID03.
 EG1692
 EG1692;                    North         East     Units Scale Factor Converg.
 EG1692;SPC MS E     -   566,203.429   240,411.749   MT  0.99999375   -0 22 08.3
 EG1692;SPC MS E     - 1,857,619.08    788,750.88   sFT  0.99999375   -0 22 08.3
 EG1692;UTM  16      - 3,831,999.737   272,312.115   MT  1.00023903   -1 24 38.6
 EG1692
 EG1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1692!SPC MS E     -   0.99998511  x   0.99999375  =   0.99997886
 EG1692!UTM  16      -   0.99998511  x   1.00023903  =   1.00022414
 EG1692
 EG1692                          SUPERSEDED SURVEY CONTROL
 EG1692
 EG1692  NAD 83(1986)-  34 36 16.59444(N)    089 28 58.79985(W) AD(       ) 3
 EG1692  NAD 27      -  34 36 16.23160(N)    089 28 58.50910(W) AD(       ) 3
 EG1692
 EG1692.Superseded values are not recommended for survey control.
 EG1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1692.See file dsdata.txt to determine how the superseded data were derived.
 EG1692
 EG1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7231232000(NAD 83)
 EG1692_MARKER: DZ = AZIMUTH MARK DISK
 EG1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1692+STABILITY: SURFACE MOTION
 EG1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1692+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 EG1692
 EG1692  HISTORY     - Date     Condition        Report By
 EG1692  HISTORY     - 1978     MONUMENTED       NGS
 EG1692  HISTORY     - 20080501 GOOD             MSDOT
 EG1692
 EG1692                          STATION DESCRIPTION
 EG1692
 EG1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EG1692'STATION MARK IS A STANDARD DISK, STAMPED ---HAMILTON--- SET IN TOP
 EG1692'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 29 FEET
 EG1692'NORTHWEST OF THE CENTER OF GRAVEL ROAD AT CURVE TO THE SOUTH, 1.8
 EG1692'FEET SOUTH OF FENCE POST AT ANGLE IN FENCELINE AND 1 FOOT SOUTH OF
 EG1692'A METAL WITNESS POST AND SIGN.
 EG1692'
 EG1692'TO REACH FROM THE POST OFFICE IN HOLLY SPRINGS, GO SOUTH ON STATE
 EG1692'HIGHWAY 7 FOR 12.8 MILES TO THE HAMILTON CHURCH AND STATION
 EG1692'HAMILTON ON RIGHT, GO WEST ON GRAVEL ROAD FOR 0.12 MILE TO POINT
 EG1692'WHERE ROAD CURVES SOUTH AND STATION MARK ON RIGHT.
 EG1692
 EG1692                          STATION RECOVERY (2008)
 EG1692
 EG1692'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1692'THE NEW AZIMUTH MARK STAMPED HAMILTON 1978 WAS RECOVERED AS DESCRIBED
 EG1692'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1929 ***********************************************************************
 DJ1929  DESIGNATION -  HAMILTON LOT
 DJ1929  PID         -  DJ1929
 DJ1929  STATE/COUNTY-  MS/CALHOUN
 DJ1929  USGS QUAD   -  ATLANTA (1972)
 DJ1929
 DJ1929                         *CURRENT SURVEY CONTROL
 DJ1929  ___________________________________________________________________
 DJ1929* NAD 83(1993)-  33 49 27.95675(N)    089 13 28.06284(W)     ADJUSTED  
 DJ1929* NAVD 88     -              **(meters)            **(feet)            
 DJ1929  ___________________________________________________________________
 DJ1929  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DJ1929  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DJ1929  HORZ ORDER  -  THIRD
 DJ1929
 DJ1929.The horizontal coordinates were established by classical geodetic methods
 DJ1929.and adjusted by the National Geodetic Survey in May 1994.
 DJ1929
 DJ1929
 DJ1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1929
 DJ1929.The geoid height was determined by GEOID03.
 DJ1929
 DJ1929;                    North         East     Units Scale Factor Converg.
 DJ1929;SPC MS E     -   479,542.888   263,793.204   MT  0.99996615   -0 13 03.8
 DJ1929;SPC MS E     - 1,573,300.29    865,461.54   sFT  0.99996615   -0 13 03.8
 DJ1929;UTM  16      - 3,744,914.875   294,134.283   MT  1.00012249   -1 14 19.3
 DJ1929
 DJ1929                          SUPERSEDED SURVEY CONTROL
 DJ1929
 DJ1929  NAD 83(1986)-  33 49 27.96968(N)    089 13 28.05757(W) AD(       ) 4
 DJ1929  NAD 27      -  33 49 27.56207(N)    089 13 27.81077(W) AD(       ) 3
 DJ1929
 DJ1929.Superseded values are not recommended for survey control.
 DJ1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1929.See file dsdata.txt to determine how the superseded data were derived.
 DJ1929
 DJ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC9413444915(NAD 83)
 DJ1929_MARKER: 57 = LOOKOUT TOWER
 DJ1929
 DJ1929  HISTORY     - Date     Condition        Report By
 DJ1929  HISTORY     - 1970     FIRST OBSERVED   NGS
 DJ1929
 DJ1929                          STATION DESCRIPTION
 DJ1929
 DJ1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 DJ1929'THE STATION IS THE TOP CENTER OF THE MISSISSIPPI STATE FOREST
 DJ1929'SERVICE, HAMILTON LOOKOUT TOWER THAT IS LOCATED ABOUT 5
 DJ1929'MILES EAST-SOUTHEAST OF CALHOUN CITY, 4-1/2 MILES SOUTHWEST
 DJ1929'OF VARDAMAN AND 3 MILES WEST OF STATE HIGHWAY 341.  THE
 DJ1929'TOWER IS A FOUR LEGGED STEEL STURCTURE 100 FEET IN HEIGHT
 DJ1929'SURMOUNTED BY A SMALL HOUSE.  THE OVERALL HEIGHT BEING 110 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2158 ***********************************************************************
 DJ2158  CBN         -  This is a Cooperative Base Network Control Station.
 DJ2158  DESIGNATION -  HAMILTON RESET
 DJ2158  PID         -  DJ2158
 DJ2158  STATE/COUNTY-  MS/CALHOUN
 DJ2158  USGS QUAD   -  ATLANTA (1972)
 DJ2158
 DJ2158                         *CURRENT SURVEY CONTROL
 DJ2158  ___________________________________________________________________
 DJ2158* NAD 83(2007)-  33 49 30.23176(N)    089 13 30.35707(W)     ADJUSTED  
 DJ2158* NAVD 88     -       129.5    (meters)     425.     (feet)  GPS OBS   
 DJ2158  ___________________________________________________________________
 DJ2158  EPOCH DATE  -        2002.00
 DJ2158  X           -      71,734.422 (meters)                     COMP
 DJ2158  Y           -  -5,303,683.984 (meters)                     COMP
 DJ2158  Z           -   3,530,400.161 (meters)                     COMP
 DJ2158  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DJ2158  ELLIP HEIGHT-         102.006 (meters)          (02/10/07) ADJUSTED
 DJ2158  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DJ2158
 DJ2158  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DJ2158  Type    PID    Designation                      North   East  Ellip
 DJ2158  -------------------------------------------------------------------
 DJ2158  NETWORK DJ2158 HAMILTON RESET                    0.43   0.51   1.67
 DJ2158  -------------------------------------------------------------------
 DJ2158
 DJ2158.The horizontal coordinates were established by GPS observations
 DJ2158.and adjusted by the National Geodetic Survey in February 2007.
 DJ2158
 DJ2158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ2158.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ2158.The horizontal coordinates are valid at the epoch date displayed above.
 DJ2158.The epoch date for horizontal control is a decimal equivalence
 DJ2158.of Year/Month/Day.
 DJ2158
 DJ2158.The orthometric height was determined by GPS observations and a
 DJ2158.high-resolution geoid model.
 DJ2158
 DJ2158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2158
 DJ2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2158
 DJ2158.The ellipsoidal height was determined by GPS observations
 DJ2158.and is referenced to NAD 83.
 DJ2158
 DJ2158.The geoid height was determined by GEOID03.
 DJ2158
 DJ2158;                    North         East     Units Scale Factor Converg.
 DJ2158;SPC MS E     -   479,613.205   263,734.477   MT  0.99996621   -0 13 05.1
 DJ2158;SPC MS E     - 1,573,530.99    865,268.86   sFT  0.99996621   -0 13 05.1
 DJ2158;UTM  16      - 3,744,986.238   294,076.809   MT  1.00012278   -1 14 20.6
 DJ2158
 DJ2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2158!SPC MS E     -   0.99998399  x   0.99996621  =   0.99995020
 DJ2158!UTM  16      -   0.99998399  x   1.00012278  =   1.00010676
 DJ2158
 DJ2158:                Primary Azimuth Mark                     Grid Az
 DJ2158:SPC MS E     -  HAMILTON AZ MK                           071 00 43.7
 DJ2158:UTM  16      -  HAMILTON AZ MK                           072 01 59.2
 DJ2158
 DJ2158|---------------------------------------------------------------------|
 DJ2158| PID    Reference Object                     Distance      Geod. Az  |
 DJ2158|                                                           dddmmss.s |
 DJ2158| AI2667 HAMILTON AZ MK                                     0704738.6 |
 DJ2158| AI2665 HAMILTON RM 1                        18.191 METERS 10817     |
 DJ2158| DJ1929 HAMILTON LOT                         91.617 METERS 13955     |
 DJ2158| AI2666 HAMILTON RM 2                        22.620 METERS 18332     |
 DJ2158|---------------------------------------------------------------------|
 DJ2158
 DJ2158                          SUPERSEDED SURVEY CONTROL
 DJ2158
 DJ2158  ELLIP H (04/15/02)  102.023  (m)                       GP(       ) 4 2
 DJ2158  ELLIP H (02/15/02)  102.025  (m)                       GP(       ) 4 1
 DJ2158  NAD 83(1986)-  33 49 30.24487(N)    089 13 30.35150(W) AD(       ) 1
 DJ2158  NAD 83(1993)-  33 49 30.23166(N)    089 13 30.35646(W) AD(       ) B
 DJ2158  ELLIP H (01/12/94)  102.056  (m)                       GP(       ) 4 2
 DJ2158  ELLIP H (01/12/94)  102.056  (m)                       GP(       ) 4 1
 DJ2158  NAD 83(1986)-  33 49 30.24488(N)    089 13 30.35150(W) AD(       ) 1
 DJ2158  NAD 27      -  33 49 29.83590(N)    089 13 30.10314(W) AD(       ) 1
 DJ2158
 DJ2158.Superseded values are not recommended for survey control.
 DJ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2158.See file dsdata.txt to determine how the superseded data were derived.
 DJ2158
 DJ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC9407744986(NAD 83)
 DJ2158_MARKER: DS = TRIANGULATION STATION DISK
 DJ2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2158_SP_SET: CONCRETE POST
 DJ2158_STAMPING: HAMILTON 1970 1979
 DJ2158_MARK LOGO: NGS   
 DJ2158_PROJECTION: FLUSH
 DJ2158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2158+STABILITY: SURFACE MOTION
 DJ2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2158+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2008
 DJ2158
 DJ2158  HISTORY     - Date     Condition        Report By
 DJ2158  HISTORY     - 1979     MONUMENTED       NGS
 DJ2158  HISTORY     - 19920910 GOOD             MSHD
 DJ2158  HISTORY     - 19930511 GOOD
 DJ2158  HISTORY     - 19930512 GOOD
 DJ2158  HISTORY     - 20000511 GOOD             MSHD
 DJ2158  HISTORY     - 20080220 GOOD             MSDOT
 DJ2158
 DJ2158                          STATION DESCRIPTION
 DJ2158
 DJ2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DJ2158'THE STATION UNDERGROUND MARK, REFERENCE MARK NO 1 AND AZIMUTH MARK
 DJ2158'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS NOT FOUND
 DJ2158'AND IS BELIEVED DESTROYED BY SAND AND GRAVEL PIT.  THE AZIMUTH MARK IS
 DJ2158'NOT VISIBLE DUE TO TREES.  A NEW STATION SURFACE MARK AND REFERENCE
 DJ2158'MARK NO 3 WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 DJ2158'STATION IS LOCATED 5.5 MI (8.9 KM) EAST SOUTHEAST OF CALHOUN CITY, 4.5
 DJ2158'MI (7.2 KM) SOUTHWEST OF VARDAMAN, IN THE NORTHEAST QUARTER OF SECTION
 DJ2158'31, T 145, R 1E AND AT THE NORTH SIDE OF A LARGE SAND AND GRAVEL PIT.
 DJ2158'STATION MARK IS A STANDARD DISK STAMPED--HAMILTON 1970 1979--, SET IN
 DJ2158'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 56.5
 DJ2158'FT (17.2 M) WEST OF A POWER POLE, 28 FT (8.5 M) SOUTHEAST OF A 10 INCH
 DJ2158'PINE TREE IN FENCELINE, 14 FT (4.3 M) SOUTH OF EAST-WEST FENCE AND 1.5
 DJ2158'FT (0.5 M) NORTH OF A METAL WITNESS POST AND SIGN.  REFERENCE MARK NO
 DJ2158'1 IS A STANDARD DISK, STAMPED HAMILTON NO 1 1970, SET IN THE TOP OF A
 DJ2158'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 26 FT (7.9 M) SOUTH
 DJ2158'OF A POWER POLE, 8 FT (2.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DJ2158'SMALL WOODEN SHED AND 1 FT (0.3 M) NORTH OF A METAL WITNESS POST AND
 DJ2158'SIGN.  REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED HAMILTON 1970
 DJ2158'NO 3 1979, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 DJ2158'GROUND.  IT IS 10 FT (3.0 M) WEST SOUTHWEST OF 10 INCH PINE TREE IN
 DJ2158'FENCELINE, 8 FT (2.4 M) EAST SOUTHEAST OF WEST END OF FENCELINE, 2 FT
 DJ2158'(0.6 M) SOUTH OF EAST WEST FENCE AND 1 FT (0.3 M) NORTH OF A METAL
 DJ2158'WITNESS POST AND SIGN. AZIMUTH MARK IS A STANDARD DISK, STAMPED
 DJ2158'HAMILTON 1970, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 DJ2158'GROUND.  IT IS 42 FT (12.8 M) NORTH OF THE CENTER OF PAVED ROAD, 3 FT
 DJ2158'(0.9 M) WEST OF A FENCE CORNER, 2 FT (0.6 M) WEST OF A TELEPHONE POLE
 DJ2158'AND 3 FT (0.9 M) NORTHWEST OF A METAL WITNESS POST AND SIGN.  TO REACH
 DJ2158'FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 341 IN VARDAMAN, GO SOUTH ON
 DJ2158'STATE HIGHWAY 341 FOR 1.6 MI (2.6 KM) TO PAVED SIDEROAD ON RIGHT, TURN
 DJ2158'RIGHT AND GO WEST ON HIGHWAY 341 FOR 0.95 MI (1.53 KM) TO A PAVED ROAD
 DJ2158'ON THE RIGHT, TURN RIGHT AND GO NORTHERLY ON PAVED ROAD FOR 2.85 MI
 DJ2158'(4.59 KM) TO AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD ON PAVED ROAD
 DJ2158'FOR 0.55 MI (0.89 KM) TO LOOKOUT TOWER ON LEFT AND STATION ON RIGHT.
 DJ2158
 DJ2158                          STATION RECOVERY (1992)
 DJ2158
 DJ2158'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 DJ2158'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF VARDAMON, ON
 DJ2158'THE SITE OF THE NATCHEZ TRACE POWER ASSOCIATION RADIO MAST, 5.5 MI
 DJ2158'(8.9 KM) SOUTHEAST OF CALHOUN CITY AND IS IN SECTION 32, T 14S, R 1E.
 DJ2158'OWENERSHIP--NATCHEZ TRACE POWER ASSOCIATION, CALHOUN CITY. PHONE
 DJ2158'(601)628-5175 FOR A KEY TO THE GATE.
 DJ2158'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 341 IN VARDAMON, GO
 DJ2158'SOUTH ON STATE HIGHWAY 341 FOR 1.7 MI (2.7 KM) TO A SHARP CURVE RIGHT
 DJ2158'AND A SIDE ROAD LEFT, CONTINUE SOUTHWEST ON STATE HIGHWAY 341 FOR
 DJ2158'0.95 MI (1.53 KM) TO A CROSSROAD, TURN RIGHT AND GO WEST ON A PAVED
 DJ2158'ROAD FOR 3.65 MI (5.87 KM) TO A LOOKOUT TOWER ON THE LEFT AND THE
 DJ2158'STATION ON THE RIGHT.
 DJ2158'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 DJ2158'PROJECTING 1 INCH, 300 FT (91.4 M) NORTHEAST OF THE CENTER OF A
 DJ2158'LOOKOUT TOWER, 218 FT (66.4 M) WEST NORTHWEST OF THE CENTER OF A
 DJ2158'PAVED ROAD, 207 FT (63.1 M) NORTHWEST OF A POWER POLE WITH A
 DJ2158'TRANSFORMER AND GUY WIRES, 96 FT (29.3 M) NORTH OF A POWER SERVICE
 DJ2158'POLE, 64 FT (19.5 M) WEST OF A FENCE, 50 FT (15.2 M) EAST-NORTHEAST
 DJ2158'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND A RADIO TOWER
 DJ2158'AND 1 FT (0.3 M) NORTH OF A METAL WITNESS POST.
 DJ2158
 DJ2158                          STATION RECOVERY (1993)
 DJ2158
 DJ2158'RECOVERED 1993
 DJ2158'RECOVERED IN GOOD CONDITION.
 DJ2158
 DJ2158                          STATION RECOVERY (1993)
 DJ2158
 DJ2158'RECOVERED 1993
 DJ2158'RECOVERED IN GOOD CONDITION.
 DJ2158
 DJ2158                          STATION RECOVERY (2000)
 DJ2158
 DJ2158'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DJ2158'RECOVERED AS DESCRIBED.
 DJ2158
 DJ2158                          STATION RECOVERY (2008)
 DJ2158
 DJ2158'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ2158'RECOVERED STATION, RM 1, AND RM 3. THE LOOKOUT TOWER STILL STANDS WITH
 DJ2158'NO FLOOR IN IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CG3426 ***********************************************************************
 CG3426  HT_MOD      -  This is a Height Modernization Survey Station.
 CG3426  DESIGNATION -  HAMILTON RM 2
 CG3426  PID         -  CG3426
 CG3426  STATE/COUNTY-  MS/MARSHALL
 CG3426  USGS QUAD   -  MALONE (1982)
 CG3426
 CG3426                         *CURRENT SURVEY CONTROL
 CG3426  ___________________________________________________________________
 CG3426* NAD 83(2007)-  34 36 15.31380(N)    089 28 53.70119(W)     ADJUSTED  
 CG3426* NAVD 88     -       115.41   (meters)     378.6    (feet)  GPS OBS   
 CG3426  ___________________________________________________________________
 CG3426  EPOCH DATE  -        2002.00
 CG3426  X           -      47,552.006 (meters)                     COMP
 CG3426  Y           -  -5,255,341.569 (meters)                     COMP
 CG3426  Z           -   3,601,867.192 (meters)                     COMP
 CG3426  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CG3426  ELLIP HEIGHT-          88.205 (meters)          (02/10/07) ADJUSTED
 CG3426  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CG3426
 CG3426  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG3426  Type    PID    Designation                      North   East  Ellip
 CG3426  -------------------------------------------------------------------
 CG3426  NETWORK CG3426 HAMILTON RM 2                     0.98   0.92   1.80
 CG3426  -------------------------------------------------------------------
 CG3426
 CG3426.The horizontal coordinates were established by GPS observations
 CG3426.and adjusted by the National Geodetic Survey in February 2007.
 CG3426
 CG3426.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG3426.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG3426.The horizontal coordinates are valid at the epoch date displayed above.
 CG3426.The epoch date for horizontal control is a decimal equivalence
 CG3426.of Year/Month/Day.
 CG3426
 CG3426.The orthometric height was determined by GPS observations and a
 CG3426.high-resolution geoid model.
 CG3426.The orthometric height was determined by GPS observations and a
 CG3426.high-resolution geoid model using precise GPS observation and
 CG3426.processing techniques.
 CG3426
 CG3426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG3426
 CG3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG3426
 CG3426.The ellipsoidal height was determined by GPS observations
 CG3426.and is referenced to NAD 83.
 CG3426
 CG3426.The geoid height was determined by GEOID03.
 CG3426
 CG3426;                    North         East     Units Scale Factor Converg.
 CG3426;SPC MS E     -   566,163.475   240,541.432   MT  0.99999356   -0 22 05.4
 CG3426;SPC MS E     - 1,857,488.00    789,176.35   sFT  0.99999356   -0 22 05.4
 CG3426;UTM  16      - 3,831,957.422   272,441.083   MT  1.00023830   -1 24 35.7
 CG3426
 CG3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG3426!SPC MS E     -   0.99998615  x   0.99999356  =   0.99997971
 CG3426!UTM  16      -   0.99998615  x   1.00023830  =   1.00022445
 CG3426
 CG3426                          SUPERSEDED SURVEY CONTROL
 CG3426
 CG3426  NAD 83(1993)-  34 36 15.31345(N)    089 28 53.70082(W) AD(       ) B
 CG3426  ELLIP H (09/08/03)   88.213  (m)                       GP(       ) 4 1
 CG3426
 CG3426.Superseded values are not recommended for survey control.
 CG3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG3426.See file dsdata.txt to determine how the superseded data were derived.
 CG3426
 CG3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7244131957(NAD 83)
 CG3426_MARKER: DS = TRIANGULATION STATION DISK
 CG3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG3426_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG3426+STABILITY: SURFACE MOTION
 CG3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG3426+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 CG3426
 CG3426  HISTORY     - Date     Condition        Report By
 CG3426  HISTORY     - 1955     MONUMENTED       CGS
 CG3426  HISTORY     - 20020419 GOOD             EMCINC
 CG3426  HISTORY     - 20080501 GOOD             MSDOT
 CG3426
 CG3426                          STATION DESCRIPTION
 CG3426
 CG3426'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 CG3426'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)THE STATION IS
 CG3426'LOCATED ABOUT 6 MILES
 CG3426'WEST OF JACKSON AND5 MILES SOUTHEAST OF CLINTON, ON LAND OWNED BY MR.
 CG3426'R.A. MADDOX.IT IS
 CG3426'56 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OFA GRAVELED ROAD AND
 CG3426'6 FEET
 CG3426'SOUTHWEST OF A WITNESS POST.THE MARK PROJECTS 6 INCHES, AND THE DISK
 CG3426'IS STAMPED
 CG3426'HAMILTON2 1948.TRIANGULATION STATION HAMILTON 1931 HAS BEEN
 CG3426'DESTROYED,HOWEVER
 CG3426'REFERENCE MARK NO. 1 WAS RECOVERED BY THIS PARTY.AN AZIMUTH MARK, SET
 CG3426'IN 1945, AND USED
 CG3426'AS AN AZIMUTH MARKFOR HAMILTON 1931 WAS ALSO RECOVERED.  IT WAS ALSO
 CG3426'USEDAS AN
 CG3426'AZIMUTH MARK FOR HAMILTON 2 1948.  BOTH MARKS ARESTANDARD BRONZE DISKS
 CG3426'SET IN
 CG3426'CONCRETE AND BOTH MARKS AREIN GOOD CONDITION.REFERENCE MARK NO. 1 IS
 CG3426'358 FEET (SLOPE
 CG3426'MEASUREMENT) EASTOF THE STATION AT THE EAST EDGE OF A GRAVEL PIT.  THE
 CG3426'MARKPROJECTS 2
 CG3426'INCHES, AND THE DISK IS STAMPED HAMILTON NO 1 1931.REFERENCE MARK NO.
 CG3426'3 IS 79.38 FEET
 CG3426'SOUTHWEST OF THE STATION.THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 CG3426'STAMPED HAMILTON2
 CG3426'NO 3 1948.REFERENCE MARK NO. 4 IS 67.91 FEET NORTHWEST OF THE
 CG3426'STATIONAND 84 FEET
 CG3426'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THEGRAVELED ROAD.  THE MARK
 CG3426'PROJECTS 6
 CG3426'INCHES, AND THE DISKIS STAMPED HAMILTON 2 NO 4 1948.THE AZIMUTH MARK
 CG3426'IS 0.3 MILE
 CG3426'SOUTHEAST OF THE STATION, 15FEET NORTHWEST OF A DRIVEWAY LEADING TO
 CG3426'MR. MADDOXS
 CG3426'HOME,14 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELEDROAD,
 CG3426'AND 4 FEET
 CG3426'NORTHWEST OF A WITNESS POST.  THE MARKPROJECTS 5 INCHES, AND THE DISK
 CG3426'IS STAMPED
 CG3426'HAMILTON 1945.TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE
 CG3426'MISSISSIPPICOLLEGE IN
 CG3426'CLINTON, GO EAST ON U.S. HIGHWAY 80 FOR 3.3 MILESTO A CROSSROAD, HERE
 CG3426'TURN RIGHT AND
 CG3426'FOLLOW THE MAIN TRAVELEDGRAVELED ROAD FOR 1.25 MILES TO ANOTHER
 CG3426'CROSSROAD,
 CG3426'CONTINUESTRAIGHT AHEAD ON A BLACKTOP ROAD FOR 0.5 MILE TO A SIDEROAD
 CG3426'LEFT, AGAIN
 CG3426'CONTINUE STRAIGHT AHEAD ON A GRAVELED ROADFOR 0.65 MILE TO A FORK IN
 CG3426'THE ROAD, TAKE THE
 CG3426'LEFT ROADAND GO 1.7 MILES TO THE STATION ON THE RIGHT.TO REACH THE
 CG3426'AZIMUTH MARK FROM
 CG3426'THE STATION, GO SOUTHEASTON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 CG3426'AZIMUTH MARK ONTHE
 CG3426'LEFT.HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CG3426'MARK WAS FOUND AS DESCRIBED.
 CG3426' 
 CG3426'
 CG3426
 CG3426                          STATION RECOVERY (2008)
 CG3426
 CG3426'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 CG3426'RM 2 WAS RECOVERD IN GOOD CONDITION, FLUSH WITH GROUND AND 5.5 FEET
 CG3426'NORTH OF THE EDGE OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1703 ***********************************************************************
 BV1703  DESIGNATION -  HAMMOND
 BV1703  PID         -  BV1703
 BV1703  STATE/COUNTY-  MS/MARION
 BV1703  USGS QUAD   -  MORGANTOWN (1970)
 BV1703
 BV1703                         *CURRENT SURVEY CONTROL
 BV1703  ___________________________________________________________________
 BV1703* NAD 83(1993)-  31 18 58.76000(N)    089 54 40.81605(W)     ADJUSTED  
 BV1703* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 BV1703  ___________________________________________________________________
 BV1703  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BV1703  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BV1703  HORZ ORDER  -  SECOND
 BV1703
 BV1703.The horizontal coordinates were established by classical geodetic methods
 BV1703.and adjusted by the National Geodetic Survey in May 1994.
 BV1703
 BV1703.The orthometric height was scaled from a topographic map.
 BV1703
 BV1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1703
 BV1703.The geoid height was determined by GEOID03.
 BV1703
 BV1703;                    North         East     Units Scale Factor Converg.
 BV1703;SPC MS W     -   201,423.200   740,166.884   MT  0.99996989   +0 13 09.6
 BV1703;SPC MS W     -   660,835.95  2,428,364.19   sFT  0.99996989   +0 13 09.6
 BV1703;UTM  16      - 3,468,319.930   222,932.510   MT  1.00054698   -1 30 51.0
 BV1703
 BV1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1703!SPC MS W     -   0.99999666  x   0.99996989  =   0.99996655
 BV1703!UTM  16      -   0.99999666  x   1.00054698  =   1.00054364
 BV1703
 BV1703|---------------------------------------------------------------------|
 BV1703| PID    Reference Object                     Distance      Geod. Az  |
 BV1703|                                                           dddmmss.s |
 BV1703| CG1914 HAMMOND RM 1                         36.393 METERS 05853     |
 BV1703| BV1696 RILEY RESET                         APPROX.11.3 KM 0672041.3 |
 BV1703| CG1915 HAMMOND RM 2                         34.717 METERS 20154     |
 BV1703| CG1912 HAMMOND AZ MK                                      2420556.6 |
 BV1703|---------------------------------------------------------------------|
 BV1703
 BV1703                          SUPERSEDED SURVEY CONTROL
 BV1703
 BV1703  NAD 83(1986)-  31 18 58.77457(N)    089 54 40.81365(W) AD(       ) 2
 BV1703  NAD 27      -  31 18 58.14200(N)    089 54 40.51700(W) AD(       ) 2
 BV1703
 BV1703.Superseded values are not recommended for survey control.
 BV1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1703.See file dsdata.txt to determine how the superseded data were derived.
 BV1703
 BV1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2293368320(NAD 83)
 BV1703_MARKER: DS = TRIANGULATION STATION DISK
 BV1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1703+STABILITY: SURFACE MOTION
 BV1703
 BV1703  HISTORY     - Date     Condition        Report By
 BV1703  HISTORY     - 1934     MONUMENTED       CGS
 BV1703  HISTORY     - 1945     GOOD             CGS
 BV1703  HISTORY     - 1948     GOOD             LOCSUR
 BV1703  HISTORY     - 1955     GOOD             CGS
 BV1703  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BV1703
 BV1703                          STATION DESCRIPTION
 BV1703
 BV1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1703'ON THE WEST SIDE OF THE PEARL RIVER, ABOUT 6 MILES NORTHWEST OF
 BV1703'COLUMBIA, ABOUT 1/2 MILE EAST-NORTHEAST OF MORGANTOWN, IN THE
 BV1703'NORTHWEST QUARTER OF SEC. 16, T. 4 N., R. 13 E., ON PROPERTY
 BV1703'BELONGING TO R. W. HAMMONDS, ON A WOODED RIDGE WHICH RUNS
 BV1703'ABOUT NORTH
 BV1703'AND SOUTH, 39 FEET SOUTH-SOUTHEAST OF THE SOUTH RIVER BANK, 30
 BV1703'FEET NORTHEAST OF A 30-INCH SWEET-GUM TREE, 17 FEET
 BV1703'SOUTH-SOUTHEAST OF THE CENTER LINE OF ROAD.
 BV1703'
 BV1703'TO REACH FROM FOXWORTH, GO NORTH FROM CROSSROADS ON THE WEST RIVER
 BV1703'ROAD FOR 6.5 MILES TO A PRIVATE ROAD SHARP RIGHT 0.15 MILE EAST FROM
 BV1703'THE FILLING STATION IN MORGANTOWN, TURN SHARP RIGHT AND GO 0.25
 BV1703'MILE TO A FORK, KEEP LEFT FORK TOWARDS RIVER AND GO 0.15 MILE TO A
 BV1703'TRIANGULAR-BLAZED MAPLE TREE ON RIGHT SIDE OF ROAD, AND
 BV1703'STATION SOUTH-SOUTHEAST OF ROAD.
 BV1703'
 BV1703'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV1703'BRONZE DISKS SET IN CONCRETE.
 BV1703'
 BV1703'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 18 INCHES INSIDE
 BV1703'OF A NORTH-SOUTH FENCE LINE, 48 FEET WEST OF A 20-INCH SWEET-GUM
 BV1703'TREE, 42 FEET EAST OF AN EAST-WEST FENCE LINE, AND ABOUT 12 FEET
 BV1703'FROM THE CENTER LINE OF THE ROAD.
 BV1703'
 BV1703'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 30 FEET SOUTH OF
 BV1703'THE CENTER LINE OF THE ROAD, AND 8 FEET INSIDE OF FENCE.
 BV1703'
 BV1703'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION ON THE GROUNDS OF A
 BV1703'PUBLIC SCHOOL, ON THE NORTH SIDE OF SCHOOL DRIVE, AND 200 FEET
 BV1703'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING.
 BV1703'
 BV1703'A 100-FOOT TOWER WILL CLEAR ALL LINES.
 BV1703'
 BV1703'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BV1703
 BV1703                          STATION RECOVERY (1945)
 BV1703
 BV1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (PJM)
 BV1703'BY FOLLOWING THE ORIGINAL DESCRIPTION, THIS MONUMENT WAS FOUND
 BV1703'WITHOUT DIFFICULTY. THE MONUMENT DID NOT APPEAR TO HAVE BEEN
 BV1703'DISTURBED.
 BV1703'
 BV1703'REFERENCE MARKS 1 AND 2 ARE STILL O.K.
 BV1703'
 BV1703'THE AZIMUTH MARK WAS FOUND, BUT IT HAD BEEN DUG OUT OF THE GROUND.
 BV1703
 BV1703                          STATION RECOVERY (1948)
 BV1703
 BV1703'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (CHB)
 BV1703'STATION WAS LOCATED AS DESCRIBED BY C.H. BLANCHARD, ARK. FUEL OIL CO.
 BV1703
 BV1703                          STATION RECOVERY (1955)
 BV1703
 BV1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1703'THE STATION WAS VISITED ON JULY 12, 1955, AND THE STATION MARK AND
 BV1703'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 BV1703'MARK WAS FOUND DESTROYED, AND DISK RECLAIMED. SLIGHT CHANGES WERE
 BV1703'MADE IN THE ROAD NEAR THE STATION, THE MARK IS NOW N OF THE ROAD
 BV1703'INSTEAD OF S OF THE ROAD AS STATED IN THE ORIGINAL DESCRIPTION. A
 BV1703'NEW DESCRIPTION FOLLOWS--
 BV1703'
 BV1703'THE STAION IS LOCATED ABOUT 6 MI. NW OF COLUMBIA, 0.5 MI. E-NE OF
 BV1703'MORGANTOWN, ON THE S BANK OF PEARL RIVER, AT THE MOST SE TIP OF A
 BV1703'HORSESHOE BEND IN THE RIVER, N OF A SMALL CLEARING IN THE PINE
 BV1703'TIMBER, AND IN AN AREA USED SOMEWHAT AS A DUMPING GROUND. IT IS 21
 BV1703'FT. N OF THE CENTER OF THE GRAVELED ROAD, 37 FT. SE OF THE NW
 BV1703'EDGE OF THE BLUFF OR RIVERBANK, 45 FT. E-SE OF A TALL 20-IN. PINE
 BV1703'TREE, AND 9 FT. S OF A LONE PINE TREE. IT IS A STANDARD DISK,
 BV1703'STAMPED HAMMOND 1934 AND PROJECTING 4 IN.
 BV1703'
 BV1703'REFERENCE MARK 1 IS 119.40 FT. NE OF THE STATION, 17 FT. SE OF THE
 BV1703'CENTER OF THE ROAD, 1 FT. S OF A FENCE LINE, AND IN A PINE THICKET.
 BV1703'IT IS A STANDARD DISK, STAMPED HAMMOND NO 1 1934 AND PROJECTING 3
 BV1703'IN.
 BV1703'
 BV1703'REFERENCE MARK 2 IS 113.90 FT. S OF THE STATION, 19 FT. SE OF THE
 BV1703'CENTER OF THE GRAVELED ROAD, 8 FT. SE OF A FENCE LINE, AND IN A
 BV1703'CLEARING IN THE PINE TIMBER. IT IS A STANDARD DISK, STAMPED HAMMOND
 BV1703'NO 2 1934 AND PROJECTING 6 IN.
 BV1703'
 BV1703'TO REACH THE STATION FROM THE POST OFFICE IN MORGANTOWN, GO E ON
 BV1703'STATE HIGHWAY 587 FOR 0.1 MI. TO THE RAILROAD TRACKS AND THE
 BV1703'RAILROAD STATION ON THE LEFT, CROSS THE TRACKS AND GO 0.2 MI. TO A
 BV1703'SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MI. TO A FORK, TAKE THE LEFT
 BV1703'FORK AND GO 0.15 MI. TO THE STATION ON THE LEFT.
 BV1703
 BV1703                          STATION RECOVERY (1969)
 BV1703
 BV1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1703'THE STATION WAS VISITED 6-11-69 AND THE STATION SURFACE MARK, THE
 BV1703'AZIMUTH MARK AND REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND
 BV1703'DESTROYED.  THE STATION UNDERGROUND DISK WAS FOUND IN GOOD
 BV1703'CONDITION.  THE SURFACE MARK WAS REPLACED OVER THE UNDERGROUND
 BV1703'MARK, REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED AND AN
 BV1703'AZIMUTH MARK WAS ESTABLISHED BY A POLARIS OBSERVATION.  THE ROAD
 BV1703'NEAR THE STATION HAS BEEN MOVED SOUTH ABOUT 75 FEET.  A NEW
 BV1703'DESCRIPTION FOLLOWS--
 BV1703'
 BV1703'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF COLUMBIA AND
 BV1703'ABOUT 0.5 MILE EAST-SOUTHEAST OF MORGAN TOWN, ON THE SOUTH BANK OF
 BV1703'THE PEARL RIVER, ON THE SOUTHEAST BANK OF A HORSESHOE BEND IN THE
 BV1703'RIVER, ON PROPERTY OWNED BY CHARLES SIBLEY, BETWEEN THE OLD ROAD
 BV1703'AND THE RIVER BANK, 62 FEET NORTHWEST OF THE NEW ROAD, 16.5 FEET
 BV1703'NORTHWEST OF THE OLD ROAD, 66 FEET EAST OF A 2-FOOT OAK TREE,
 BV1703'41.5 FEET SOUTH OF AN 18-INCH WATER OAK, 25 FEET SOUTHEAST OF THE
 BV1703'EDGE OF THE RIVER BANK AND 1 FOOT WEST OF A METAL WITNESS POST.
 BV1703'IT IS A TRIANGULATION STATION DISK, STAMPED HAMMOND 1934
 BV1703'1969, PROJECTING 8 INCHES.
 BV1703'
 BV1703'REFERENCE MARK NO. 3 IS 106.58 FEET ESE OF THE STATION, 18 FEET
 BV1703'SE OF THE CENTER OF THE GRAVELED ROAD, 2 FEET SOUTHEAST OF A FENCE
 BV1703'LINE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 BV1703'REFERENCE MARK DISK, STAMPED HAMMOND 1934 NO 3 1969, PROJECTING
 BV1703'6 INCHES.
 BV1703'
 BV1703'REFERENCE MARK NO. 4 IS 97.75 FEET SOUTH OF THE STATION, 17 FEET
 BV1703'SE OF THE CENTER OF THE ROAD, 1.5 FEET SE OF THE FENCE LINE, AND
 BV1703'1 FOOT NE OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 BV1703'STAMPED HAMMOND 1934 NO 4 1969, PROJECTING 6 INCHES.
 BV1703'
 BV1703'THE AZIMUTH MARK IS 0.15 MILE SE OF THE STATION ON PROPERTY OWNED
 BV1703'BY CHARLES SIBLEY, AT A FENCE CORNER IN A PASTURE, 33 FEET SOUTH
 BV1703'OF A ROAD LEADING TO THE SIBLEY HOUSE, 31 FEET WEST OF A POWER
 BV1703'POLE, 2.5 FEET SOUTHWEST OF A FENCE CORNER, 2.5 FEET SOUTH OF A
 BV1703'FENCE LINE, 48 FEET NORTH OF A LARGE BURLEY PINE TREE IN THE
 BV1703'FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS AN
 BV1703'AZIMUTH MARK DISK, STAMPED HAMMOND 1934 1969, PROJECTING 4
 BV1703'INCHES.
 BV1703'
 BV1703'TO REACH THE STATION FROM THE POST OFFICE IN FOXWORTH, GO NORTH
 BV1703'ON STATE HIGHWAY 587 FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK AND
 BV1703'GO 6.5 MILES TO A SIDE STREET RIGHT IN MORGANTOWN, (THIS IS 0.2
 BV1703'MILE SOUTHEAST OF THE RAILROAD CROSSING), TURN RIGHT AND GO 0.25
 BV1703'MILE TO A FORKS, (TAKE RIGHT FORK 0.2 MILE TO THE AZIMUTH MARK
 BV1703'ON THE RIGHT) TAKE LEFT FORK STRAIGHT AHEAD FOR 0.15 MILE TO THE
 BV1703'STATION ON THE LEFT BETWEEN THE RIVER AND THE HIGHWAY.
 BV1703'
 BV1703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1703'6 MILES NW OF COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0438 ***********************************************************************
 DK0438  DESIGNATION -  HAMPTON
 DK0438  PID         -  DK0438
 DK0438  STATE/COUNTY-  MS/WASHINGTON
 DK0438  USGS QUAD   -  PERCY (1967)
 DK0438
 DK0438                         *CURRENT SURVEY CONTROL
 DK0438  ___________________________________________________________________
 DK0438* NAD 83(1993)-  33 01 54.12255(N)    090 59 50.46090(W)     ADJUSTED  
 DK0438* NAVD 88     -        33.287  (meters)     109.21   (feet)  ADJUSTED  
 DK0438  ___________________________________________________________________
 DK0438  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DK0438  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK0438  DYNAMIC HT  -          33.251 (meters)     109.09  (feet)  COMP
 DK0438  MODELED GRAV-     979,566.1   (mgal)                       NAVD 88
 DK0438
 DK0438  HORZ ORDER  -  FIRST
 DK0438  VERT ORDER  -  FIRST     CLASS I
 DK0438
 DK0438.The horizontal coordinates were established by classical geodetic methods
 DK0438.and adjusted by the National Geodetic Survey in May 1994.
 DK0438
 DK0438.The orthometric height was determined by differential leveling
 DK0438.and adjusted in June 1991.
 DK0438
 DK0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0438
 DK0438.The geoid height was determined by GEOID03.
 DK0438
 DK0438.The dynamic height is computed by dividing the NAVD 88
 DK0438.geopotential number by the normal gravity value computed on the
 DK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0438.degrees latitude (g = 980.6199 gals.).
 DK0438
 DK0438.The modeled gravity was interpolated from observed gravity values.
 DK0438
 DK0438;                    North         East     Units Scale Factor Converg.
 DK0438;SPC MS W     -   391,750.884   637,970.219   MT  0.99999742   -0 21 43.1
 DK0438;SPC MS W     - 1,285,269.36  2,093,073.96   sFT  0.99999742   -0 21 43.1
 DK0438;UTM  15      - 3,656,583.448   687,027.839   MT  1.00003131   +1 05 31.1
 DK0438
 DK0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0438!SPC MS W     -   0.99999891  x   0.99999742  =   0.99999633
 DK0438!UTM  15      -   0.99999891  x   1.00003131  =   1.00003022
 DK0438
 DK0438|---------------------------------------------------------------------|
 DK0438| PID    Reference Object                     Distance      Geod. Az  |
 DK0438|                                                           dddmmss.s |
 DK0438| CY6176 HAMPTON RM 1                         45.382 METERS 02939     |
 DK0438| CY6175 HAMPTON AZ MK                                      0425009.0 |
 DK0438| DK0436 HAMPTON RM 4                         32.475 METERS 15521     |
 DK0438| DK1877 Y 57                                 29.017 METERS 22228     |
 DK0438| DK0437 HAMPTON RM 3                         26.685 METERS 24010     |
 DK0438|---------------------------------------------------------------------|
 DK0438
 DK0438                          SUPERSEDED SURVEY CONTROL
 DK0438
 DK0438  NAD 83(1986)-  33 01 54.13452(N)    090 59 50.45497(W) AD(       ) 1
 DK0438  NAD 27      -  33 01 53.68840(N)    090 59 50.08020(W) AD(       ) 1
 DK0438  NGVD 29 (??/??/??)   33.325  (m)          109.33   (f) ADJUSTED    1 1
 DK0438
 DK0438.Superseded values are not recommended for survey control.
 DK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0438.See file dsdata.txt to determine how the superseded data were derived.
 DK0438
 DK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8702856583(NAD 83)
 DK0438_MARKER: DS = TRIANGULATION STATION DISK
 DK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0438_STAMPING: HAMPTON 1958
 DK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0438+STABILITY: SURFACE MOTION
 DK0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0438+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2003
 DK0438
 DK0438  HISTORY     - Date     Condition        Report By
 DK0438  HISTORY     - 1958     MONUMENTED       CGS
 DK0438  HISTORY     - 1967     GOOD             CGS
 DK0438  HISTORY     - 1973     GOOD             NGS
 DK0438  HISTORY     - 1974     GOOD             NGS
 DK0438  HISTORY     - 1974     GOOD             NGS
 DK0438  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK0438  HISTORY     - 20030212 GOOD             INDIV
 DK0438
 DK0438                          STATION DESCRIPTION
 DK0438
 DK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK0438'STATION IS IN THE VILLAGE OF HAMPTON, ON THE EAST BANK OF
 DK0438'STEELE BAYOU, IN THE NORTHWEST CORNER OF THE YARD OF THE
 DK0438'DE-PESTER EXPERIMENTAL FARM, IN SECTION 31, T 14 N, R 8 W
 DK0438'AND 0.25 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 436
 DK0438'AND 1.
 DK0438'
 DK0438'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST AND
 DK0438'NORTHEAST ON HIGHWAY 436 FOR 0.5 MILE TO THE MARK ON RIGHT.
 DK0438'
 DK0438'STATION MARKS ARE STANDARD DISKS, STAMPED HAMPTON 1958.  SURFACE
 DK0438'MARK IS SET IN A 11-INCH SQUARE CONCRETE POST FLUSH WITH THE
 DK0438'GROUND SURFACE.  IT IS 196.4 FEET WEST OF THE NORTHWEST CORNER
 DK0438'OF THE NORTH WING OF THE EXPERIMENTAL FARM HOUSE, 131 FEET
 DK0438'EAST OF THE SOUTHEAST CORNER OF THE BRIDGE SPANNING STEELE
 DK0438'BAYOU, 87 FEET NORTHEAST OF A TELEPHONE LINE POLE, 44 FEET
 DK0438'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 436, 35 FEET NORTH OF
 DK0438'THE CENTER OF THE GRAVELED DRIVEWAY LEADING TO THE HOUSE AND
 DK0438'31 FEET WEST OF THE CENTER OF AN OAK TREE.  THE UNDERGROUND
 DK0438'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 DK0438'THE GROUND SURFACE.  NO WITNESS POST WAS SET.
 DK0438'
 DK0438'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAMPTON NO 1 1958,
 DK0438'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 DK0438'IT IS 30 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 3 FEET
 DK0438'WEST OF A TELEPHONE LINE POLE AND 3 FEET SOUTHEAST OF A
 DK0438'4 IN X 4 IN WHITE WITNESS POST.
 DK0438'
 DK0438'B M Y 57 (USDA) IS A BRONZE CAP OF THE UNITED STATES DEPARTMENT
 DK0438'OF AGRICULTURE BRADED TO THE TOP OF A 3-INCH IRON PIPE.  IT IS
 DK0438'FLUSH WITH THE GROUND SURFACE AND THE STAMPING ON THE CAP
 DK0438'IS NOT LEGIBLE.  IT IS 71 FEET SOUTHEAST OF THE CENTER OF
 DK0438'THE HIGHWAY, 69 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DK0438'BRIDGE, 38 FEET EAST OF THE CENTER OF A 48-INCH CYPRESS TREE,
 DK0438'26 FEET SOUTHWEST OF THE TELEPHONE LINE POLE AND 21 FEET WEST
 DK0438'OF A DRIVEWAY LEADING TO THE BARNS.  A SECOND ORDER TRAVERSE
 DK0438'WAS MADE TO THIS MARK.
 DK0438'
 DK0438'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAMPTON 1958, SET IN
 DK0438'AN 11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 DK0438'44 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST
 DK0438'OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 DK0438'SET 2 FEET NORTH OF THE MARK.
 DK0438'
 DK0438'B M C 562 (USE) IS A BRONZE CAP OF THE UNITED STATES ENGINEER
 DK0438'DEPARTMENT BRADED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 DK0438'12 INCHES.  THE CAP IS STAMPED B M C 562.  IT IS 27 FEET NORTH
 DK0438'OF AN EAST-WEST PROPERTY LINE FENCE, 8 FEET SOUTH OF THE SOUTH
 DK0438'EDGE OF A DRAINAGE DITCH AND 5 FEET SOUTHWEST OF THE MOST
 DK0438'SOUTHERLY ONE OF A ROW OF PECAN TREES.  REACHED FROM THE STATION
 DK0438'BY GOING SOUTH FOR ABOUT 0.1 MILE TO A BARNLOT, BEAR LEFT
 DK0438'AND GO EASTERLY TO BOARD CORRALS AND A DITCH, CROSS THE DITCH,
 DK0438'BEAR LEFT AND GO ABOUT 100 YARDS TO THE MARK.
 DK0438'
 DK0438'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK0438
 DK0438                          STATION RECOVERY (1967)
 DK0438
 DK0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DK0438'THE STATION WAS VISITED 7-28-67 AND STATION AND AZIMUTH MARK
 DK0438'AND R.M. NO. 1 AND BM C 562 (USE) WERE FOUND IN GOOD CONDITION.
 DK0438'BM Y 57 USDA WAS FOUND DESTROYED.  R.M. NO. 3 WAS ESTABLISHED AT
 DK0438'THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DK0438'
 DK0438'THE STATION IS LOCATED ON THE EAST BANK OF STEELE BAYOU, IN THE
 DK0438'NORTHEAST CORNER OF THE YARD OF THE OLD DE-PETER EXPERIMENTAL
 DK0438'FARM, 0.25 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 436 AND 1,
 DK0438'IN SEC. 31, T 14 N, R 8 W.  IT IS 44 FT. SOUTHEAST OF THE
 DK0438'CENTERLINE OF STATE HIGHWAY 436, 35 FT. NORTHEAST OF A GRAVEL
 DK0438'ROAD PARALLELING THE BAYOU, 131 FT. EAST OF THE SOUTHEAST CORNER
 DK0438'OF THE BRIDGE OVER BAYOU, 196 FT. WEST OF THE NORTHWEST CORNER
 DK0438'OF THE NORTH WING OF THE LARGE WHITE HOUSE, 31 FT. NORTHWEST
 DK0438'OF A 14-INCH OAK TREE, 87 FT. NORTHEAST OF A TELEPHONE POLE,
 DK0438'61 FT. NORTHEAST OF A 14-INCH OAK TREE.  IT IS A STANDARD
 DK0438'TRIANGULATION DISK STAMPED HAMPTON 1958 FLUSH WITH GROUND.
 DK0438'
 DK0438'REFERENCE MARK NO. 1 IS 148.89 FT. NORTH-NORTHEAST OF STATION,
 DK0438'65 FT. SOUTHWEST OF THE PROJECTED CENTERLINE OF A GRAVELED
 DK0438'ROAD, 30 FT. NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 436,
 DK0438'2 FT. SOUTHWEST OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL
 DK0438'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DK0438'HAMPTON NO 1 1958, PROJECTS 6 INCHES.
 DK0438'
 DK0438'REFERENCE MARK NO. 3 IS 87.52 FT. SOUTHWEST OF STATION, 7 FT.
 DK0438'SOUTHWEST OF GRAVELED ROAD PARALLELING BAYOU (FARM ROAD),
 DK0438'50 FT. SOUTHEAST OF SOUTHEAST CORNER OF BRIDGE, 3 FT. NORTHWEST
 DK0438'OF GUYED TELEPHONE POLE, 2 FT. SOUTHWEST OF METAL WITNESS POST,
 DK0438'43 FT. SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 436, 26.40 FT.
 DK0438'NORTH OF REMAINS OF BM Y 57.  IT IS A STANDARD REFERENCE MARK
 DK0438'DISK STAMPED HAMPTON NO 3 1958 1967, PROJECTS 4 INCHES.
 DK0438'
 DK0438'BM C 562 (USE) IS APPROXIMATE 0.2 MILE SOUTHEAST OF THE STATION,
 DK0438'27 FT. NORTH OF AN E-W FENCE LINE, 8 FT. SOUTH OF THE SOUTH
 DK0438'EDGE OF A DRAINAGE DITCH, 5 FT. SOUTHWEST OF THE MOST SOUTHERLY
 DK0438'ONE OF A ROW OF PECAN TREES.  IT IS A U.S. CORPS OF ENGINEERS
 DK0438'BRASS CAP RIVITED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING
 DK0438'12-INCHES, STAMPED BM C 562).
 DK0438'
 DK0438'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 44 FT.
 DK0438'EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FT. WEST OF A POWER
 DK0438'POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 DK0438'STANDARD REFERENCE MARK DISK STAMPED HAMPTON 1958, PROJECTS
 DK0438'6-INCHES.
 DK0438'
 DK0438'TO REACH THE STATION FROM THE LAKE WASHINGTON BRANCH BANK OF
 DK0438'HOLLONDALE AT GLEN ALLEN, GO NORTHEAST ON A BLACK TOP ROAD ON
 DK0438'THE EAST BANK OF LAKE WASHINGTON FOR 0.4 MILE TO MISSISSIPPI
 DK0438'HIGHWAY 436 ON THE RIGHT, TURN RIGHT (EAST) AND GO 1.6 MILE
 DK0438'ON STATE HIGHWAY 436 TO INTERSECTION WITH STATE HIGHWAY 1
 DK0438'AT HAMPTON, CONTINUE EAST FOR 0.3 MILE TO THE STATION ON THE
 DK0438'RIGHT JUST AFTER CROSSING THE BRIDGE OVER STEELE BAYOU.
 DK0438'
 DK0438'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON STATE HIGHWAY
 DK0438'436 FOR 0.3 MILE TO A FORK, TAKE LEFT FORK AND GO 0.3 MILE TO THE
 DK0438'4TH POWER POLE AND AZIMUTH MARK ON THE RIGHT.
 DK0438'
 DK0438'TO REACH BM C 562 (USE) FROM THE STATION, GO EAST FOR 0.3 MILE
 DK0438'TO A FORK AND A DITCH LEADING SOUTH, TURN RIGHT (SOUTH) ALONG
 DK0438'EAST SIDE OF THE DISK FOR 0.3 MILE TO THE LAST ROW OF PECAN
 DK0438'TREES AND THE MARK ON THE RIGHT.
 DK0438'
 DK0438'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DK0438'
 DK0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN VILLAGE
 DK0438'OF HAMPTON
 DK0438
 DK0438                          STATION RECOVERY (1973)
 DK0438
 DK0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 DK0438'THE STATION AND RM 3 WAS RECOVERED IN GOOD CONDITION.
 DK0438'
 DK0438'HAMPTON RM 1--DESTROYED, THE CEMENT POST WAS FOUND OUT OF GROUND
 DK0438'AND THE DISK WAS RECOVERED BY THIS PARTY.
 DK0438'
 DK0438'HAMPTON AZIMUTH MARK AND BM C 562 (USE) WAS NOT VISITED BY THIS
 DK0438'PARTY.
 DK0438'
 DK0438'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 DK0438'
 DK0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.2 MILES
 DK0438'EAST-NORTHEAST OF GLEN ALLEN.
 DK0438
 DK0438                          STATION RECOVERY (1974)
 DK0438
 DK0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 DK0438'THE STATION WAS VISITED 10-5-75 AND THE STATION MARK, REFERENCE MARK
 DK0438'NO 3, AZIMUTH MARK AND BENCH MARK C 562 (USE) WERE RECOVERED IN GOOD
 DK0438'CONDITION.  BENCH MARK C 562 (USE) IS NOT VISIBLE FROM THE GROUND
 DK0438'TO THE STATION.  REFERENCE MARK NO 1 WAS FOUND DESTROYED.  A NEW
 DK0438'REFERENCE MARK NO 4 WAS ESTABLISHED AT THIS DATE.  A NEW
 DK0438'DESCRIPTION FOLLOWS--
 DK0438'
 DK0438'THE STATION IS LOCATED ON THE EAST BANK OF STEELE BAYOU IN THE
 DK0438'NORTHWEST CORNER OF YARD OF THE OLD DE-PSTER EXPERIMENTAL FARM IN
 DK0438'SECTION T 14N, R 8W.
 DK0438'
 DK0438'TO REACH FROM THE POST OFFICE IN GRACE GO SOUTHWEST ON PAVED ROAD
 DK0438'FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY 1, TURN RIGHT AND GO
 DK0438'NORTHWEST ON STATE HIGHWAY 1 FOR 3.5 MILES TO THE JUNCTION OF STATE
 DK0438'HIGHWAY 436.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 436 FOR 0.3
 DK0438'MILE TO STATION ON RIGHT.
 DK0438'
 DK0438'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 DK0438'HAMPTON 1958 AND SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 DK0438'GROUND.  IT IS IN THE NORTHWEST CORNER OF FRONT LAWN OF LARGE
 DK0438'HOUSE, 196 FEET WEST-NORTHWEST OF WEST CORNER OF HOUSE, 44 FEET
 DK0438'SOUTHEAST OF THE CENTER OF HIGHWAY 436, 61 FEET NORTH OF A 35
 DK0438'INCH OAK TREE, 37 FEET NORTH OF THE CENTER OF DRIVEWAY, AND 30.7
 DK0438'FEET WEST-NORTHWEST OF A 30 INCH OAK TREE.
 DK0438'
 DK0438'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DK0438'HAMPTON 1958 NO 3 1967 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 DK0438'THE GROUND.  IT IS 49.5 FEET EAST OF THE SOUTHEAST CORNER OF
 DK0438'BRIDGE OVER BAYOU, 42.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 DK0438'436, 24 FEET NORTHWEST OF THE CENTER OF DRIVEWAY, 2.4 FEET
 DK0438'NORTHWEST OF TELEPHONE POLE WITH CABLE BOX ATTACHED AND 1.2 FEET
 DK0438'SOUTH OF METAL WITNESS POST AND SIGN.
 DK0438'
 DK0438'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DK0438'HAMPTON 1958 NO 4 1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 DK0438'THE GROUND.  IT IS 151 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 DK0438'436, 141 FEET WEST-SOUTHWEST OF WEST CORNER OF HOUSE, 39.5 FEET
 DK0438'EAST-NORTHEAST OF A POWER POLE, 45 FEET NORTHEAST OF THE CENTER OF
 DK0438'FARM ROAD AND 1 FOOT SOUTH OF A HEDGE ROW.
 DK0438'
 DK0438'THE DISTANCE BETWEEN REFERENCE MARKS NO 3 AND NO 4 IS 131.67 FEET,
 DK0438'40.132 METERS.
 DK0438'
 DK0438'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HAMPTON
 DK0438'1958 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 DK0438'IS 0.5 MILE NORTHEAST OF STATION, 44 FEET EAST OF THE CENTER OF
 DK0438'HIGHWAY, 3 FEET WEST OF A POWER POLE AND 1 FOOT SOUTH OF METAL
 DK0438'WITNESS POST AND SIGN.
 DK0438'
 DK0438'TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY 436
 DK0438'FOR 0.3 MILE TO A FORK, TAKE LEFT FORK AND GO 0.3 MILE TO THE FOURTH
 DK0438'POWER POLE AND MARK ON RIGHT.
 DK0438'
 DK0438'BENCH MARK C 562 (USE) IS A U.S. CORPS OF ENGINEERS BRASS CAP RIVITED
 DK0438'ON TOP OF A 2 INCH IRON PIPE PROJECTING 1 FOOT AND STAMPED BM C
 DK0438'562.  IT IS 0.2 MILE SOUTHEAST OF THE STATION, 8 FEET SOUTH OF
 DK0438'SOUTH EDGE OF DRAINAGE DITCH, 5 FEET SOUTHWEST OF MOST SOUTHERLY
 DK0438'ONE OF ROW OF PECAN TREES, 19 FEET WEST-NORTHWEST OF CENTER OF FIELD
 DK0438'ROAD AND 0.5 FOOT NORTHEAST OF METAL WITNESS POST AND SIGN.
 DK0438'
 DK0438'TO REACH BENCH MARK C 562 (USE) FROM THE STATION GO EAST FOR 0.3 MILE
 DK0438'TO A FORK AND A DITCH LEADING SOUTH, TURN RIGHT AND GO SOUTH ALONG
 DK0438'EAST SIDE OF DITCH FOR 0.3 MILE TO LAST ROW OF PECAN TREES AND
 DK0438'MARK.
 DK0438
 DK0438                          STATION RECOVERY (1974)
 DK0438
 DK0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DK0438'4.25 MI NW FROM GRACE.
 DK0438'ABOUT 0.45 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 DK0438'AND STORE AT GRACE, THENCE 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 1,
 DK0438'THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 436, 44 FEET SOUTHEAST OF THE
 DK0438'CENTER LINE OF STATE HIGHWAY 436, 0.25 MILE EAST OF THE SHARON CHAPEL
 DK0438'ASSEMBLY OF GOD CHURCH, 196 FEET WEST-NORTHWEST OF THE WEST CORNER OF
 DK0438'A 2-STORY FRAME HOUSE, 30.7 FEET WEST NORTHWEST OF A 30-INCH OAK TREE,
 DK0438'87.6 FEET NORTHEAST OF HAMPTON NO 3, 37 FEET NORTH OF THE CENTER LINE
 DK0438'OF A GRAVEL DRIVEWAY, ABOUT LEVEL WITH THE STATE HIGHWAY AND SET IN
 DK0438'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SECTION 31, T 14N, R
 DK0438'8W.
 DK0438
 DK0438                          STATION RECOVERY (1992)
 DK0438
 DK0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0438'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DK0438
 DK0438                          STATION RECOVERY (2003)
 DK0438
 DK0438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JTF)
 DK0438'MARK WAS RECOVERED IN GOOD CONDITION IN A SLIGHT DEPRESSION FLUSH WITH
 DK0438'THE GROUND.  A 5/8 INCH METAL ROD WAS DRIVEN ON THE EAST EDGE OF THE
 DK0438'MONUMENT TO AID IN RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0437 ***********************************************************************
 DK0437  DESIGNATION -  HAMPTON RM 3
 DK0437  PID         -  DK0437
 DK0437  STATE/COUNTY-  MS/WASHINGTON
 DK0437  USGS QUAD   -  PERCY (1967)
 DK0437
 DK0437                         *CURRENT SURVEY CONTROL
 DK0437  ___________________________________________________________________
 DK0437* NAD 83(1986)-  33 01 53.     (N)    090 59 52.     (W)     SCALED    
 DK0437* NAVD 88     -        33.536  (meters)     110.03   (feet)  ADJUSTED  
 DK0437  ___________________________________________________________________
 DK0437  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK0437  DYNAMIC HT  -          33.500 (meters)     109.91  (feet)  COMP
 DK0437  MODELED GRAV-     979,566.1   (mgal)                       NAVD 88
 DK0437
 DK0437  VERT ORDER  -  FIRST     CLASS I
 DK0437
 DK0437.The horizontal coordinates were scaled from a topographic map and have
 DK0437.an estimated accuracy of +/- 6 seconds.
 DK0437
 DK0437.The orthometric height was determined by differential leveling
 DK0437.and adjusted in June 1991.
 DK0437
 DK0437.The geoid height was determined by GEOID03.
 DK0437
 DK0437.The dynamic height is computed by dividing the NAVD 88
 DK0437.geopotential number by the normal gravity value computed on the
 DK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0437.degrees latitude (g = 980.6199 gals.).
 DK0437
 DK0437.The modeled gravity was interpolated from observed gravity values.
 DK0437
 DK0437;                    North         East    Units  Estimated Accuracy
 DK0437;SPC MS W     -   391,720.      637,930.      MT  (+/- 180 meters Scaled)
 DK0437
 DK0437                          SUPERSEDED SURVEY CONTROL
 DK0437
 DK0437  NGVD 29 (??/??/??)   33.573  (m)          110.15   (f) ADJUSTED    1 1
 DK0437
 DK0437.Superseded values are not recommended for survey control.
 DK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0437.See file dsdata.txt to determine how the superseded data were derived.
 DK0437
 DK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS869565(NAD 83)
 DK0437_MARKER: DR = REFERENCE MARK DISK
 DK0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0437_STAMPING: HAMPTON NO 3 1958 1967
 DK0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0437+STABILITY: SURFACE MOTION
 DK0437
 DK0437  HISTORY     - Date     Condition        Report By
 DK0437  HISTORY     - 1967     MONUMENTED       CGS
 DK0437  HISTORY     - 1974     GOOD             NGS
 DK0437  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK0437
 DK0437                          STATION DESCRIPTION
 DK0437
 DK0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0437'4.25 MI NW FROM GRACE.
 DK0437'ABOUT 0.45 MILE SOUTHWEST ALONG AS ASPHALT ROAD FROM THE POST OFFICE
 DK0437'AND STORE AT GRACE, THENCE 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 1,
 DK0437'THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 436, 0.25 MILE EAST OF THE
 DK0437'SHARON CHAPEL ASSEMBLY OF GOD CHURCH ON THE NORTHEAST BANK OF THE
 DK0437'STEEL BAYOU, 43 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 DK0437'436, (THIS HIGHWAY ALIGNMENT WILL BE CHANGED), 72 YARDS (PACED) WEST
 DK0437'OF THE WEST CORNER OF A 2-STORY FRAME HOUSE, 87.6 FEET SOUTHWEST OF
 DK0437'HAMPTON 1958, 2.4 FEET NORTHWEST OF A TELEPHONE POLE SUPPORTING CABLE
 DK0437'BOX C5, 49 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE,
 DK0437'WHICH WILL BE REMOVED, 1.2 FEET SOUTH OF A METAL WITNESS POST, AND IN
 DK0437'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 31, T 14N,
 DK0437'R 8W.
 DK0437
 DK0437                          STATION RECOVERY (1992)
 DK0437
 DK0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0437'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0436 ***********************************************************************
 DK0436  DESIGNATION -  HAMPTON RM 4
 DK0436  PID         -  DK0436
 DK0436  STATE/COUNTY-  MS/WASHINGTON
 DK0436  USGS QUAD   -  PERCY (1967)
 DK0436
 DK0436                         *CURRENT SURVEY CONTROL
 DK0436  ___________________________________________________________________
 DK0436* NAD 83(1986)-  33 01 52.     (N)    090 59 50.     (W)     SCALED    
 DK0436* NAVD 88     -        33.25   (+/-2cm)     109.1    (feet)  VERTCON   
 DK0436  ___________________________________________________________________
 DK0436  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK0436  VERT ORDER  -  THIRD (See Below)
 DK0436
 DK0436.The horizontal coordinates were scaled from a topographic map and have
 DK0436.an estimated accuracy of +/- 6 seconds.
 DK0436
 DK0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0436.The vertical order pertains to the NGVD 29 superseded value.
 DK0436
 DK0436.The geoid height was determined by GEOID03.
 DK0436
 DK0436;                    North         East    Units  Estimated Accuracy
 DK0436;SPC MS W     -   391,690.      637,980.      MT  (+/- 180 meters Scaled)
 DK0436
 DK0436                          SUPERSEDED SURVEY CONTROL
 DK0436
 DK0436  NGVD 29 (??/??/??)   33.30   (m)          109.3    (f) RESET       3  
 DK0436
 DK0436.Superseded values are not recommended for survey control.
 DK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0436.See file dsdata.txt to determine how the superseded data were derived.
 DK0436
 DK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS870565(NAD 83)
 DK0436_MARKER: DR = REFERENCE MARK DISK
 DK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0436_STAMPING: HAMPTON 1958 NO 4 1975
 DK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0436+STABILITY: SURFACE MOTION
 DK0436
 DK0436  HISTORY     - Date     Condition        Report By
 DK0436  HISTORY     - 1975     MONUMENTED       NGS
 DK0436  HISTORY     - 19920129 MARK NOT FOUND   NGS
 DK0436
 DK0436                          STATION DESCRIPTION
 DK0436
 DK0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DK0436'4.25 MI NW FROM GRACE.
 DK0436'ABOUT 0.45 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AND
 DK0436'STORE AT GRACE, THENCE 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 1,
 DK0436'THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 436, ON THE NORTHEAST BANK OF
 DK0436'STEEL BAYOU, 151 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 436, 141 FEET
 DK0436'WEST-SOUTHWEST OF THE WEST CORNER OF LARGE HOUSE, 49 FEET EAST OF A 34
 DK0436'INCH OAK TREE, 39.5 FEET EAST-NORTHEAST OF A POWER POLE AND 1 FOOT
 DK0436'SOUTH OF THE SOUTH EDGE OF A HEDGE ROW.  IT IS SET IN TOP OF A ROUND
 DK0436'CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.  SECTION 31, T
 DK0436'14N, R 8W.
 DK0436
 DK0436                          STATION RECOVERY (1992)
 DK0436
 DK0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0436'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1537 ***********************************************************************
 BV1537  DESIGNATION -  HANANA
 BV1537  PID         -  BV1537
 BV1537  STATE/COUNTY-  MS/CLARKE
 BV1537  USGS QUAD   -  CARMICHAEL (1982)
 BV1537
 BV1537                         *CURRENT SURVEY CONTROL
 BV1537  ___________________________________________________________________
 BV1537* NAD 83(1993)-  31 57 17.49579(N)    088 37 29.20641(W)     ADJUSTED  
 BV1537* NAVD 88     -       129.7    (meters)     426.     (feet)  VERTCON   
 BV1537  ___________________________________________________________________
 BV1537  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BV1537  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BV1537  HORZ ORDER  -  SECOND
 BV1537
 BV1537.The horizontal coordinates were established by classical geodetic methods
 BV1537.and adjusted by the National Geodetic Survey in May 1994.
 BV1537
 BV1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1537
 BV1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1537
 BV1537.The geoid height was determined by GEOID03.
 BV1537
 BV1537;                    North         East     Units Scale Factor Converg.
 BV1537;SPC MS E     -   272,163.122   319,715.584   MT  0.99995479   +0 06 37.4
 BV1537;SPC MS E     -   892,921.84  1,048,933.55   sFT  0.99995479   +0 06 37.4
 BV1537;UTM  16      - 3,536,584.759   346,446.625   MT  0.99989079   -0 51 36.3
 BV1537
 BV1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1537!SPC MS E     -   0.99998390  x   0.99995479  =   0.99993869
 BV1537!UTM  16      -   0.99998390  x   0.99989079  =   0.99987469
 BV1537
 BV1537:                Primary Azimuth Mark                     Grid Az
 BV1537:SPC MS E     -  HANANA AZ MK                             081 05 31.7
 BV1537:UTM  16      -  HANANA AZ MK                             082 03 45.4
 BV1537
 BV1537|---------------------------------------------------------------------|
 BV1537| PID    Reference Object                     Distance      Geod. Az  |
 BV1537|                                                           dddmmss.s |
 BV1537| CG1921 HANANA AZ MK                                       0811209.1 |
 BV1537| BV1543 HIWANEE                             APPROX.17.6 KM 1815453.1 |
 BV1537| BV1877 HANANA RM 1                          21.836 METERS 18934     |
 BV1537| BV1544 SHUBUTA MUNICIPAL WATER TANK        APPROX.12.6 KM 2135801.6 |
 BV1537| BV1878 HANANA RM 2                          21.403 METERS 26821     |
 BV1537| BV1879 HANANA AZ MK RESET                                 2705403.5 |
 BV1537| CO1254 QUITMAN MFG CO WATER TANK           APPROX.13.1 KM 3110115.1 |
 BV1537| CO1255 QUITMAN MUNICIPAL WATER TANK        APPROX.13.6 KM 3154246.3 |
 BV1537| CO1252 ATT CO MICROWAVE STA KKP 95 TOWER   APPROX. 9.7 KM 3422512.5 |
 BV1537|---------------------------------------------------------------------|
 BV1537
 BV1537                          SUPERSEDED SURVEY CONTROL
 BV1537
 BV1537  NAD 83(1993)-  31 57 17.50375(N)    088 37 29.20670(W) AD(       ) 2
 BV1537  NAD 83(1986)-  31 57 17.50959(N)    088 37 29.20790(W) AD(       ) 2
 BV1537  NAD 27      -  31 57 16.96661(N)    088 37 29.07077(W) AD(       ) 2
 BV1537  NGVD 29 (07/19/86)  129.7    (m)          426.     (f) VERT ANG    3  
 BV1537
 BV1537.Superseded values are not recommended for survey control.
 BV1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1537.See file dsdata.txt to determine how the superseded data were derived.
 BV1537
 BV1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4644736585(NAD 83)
 BV1537_MARKER: DS = TRIANGULATION STATION DISK
 BV1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1537_SP_SET: CONCRETE POST
 BV1537_STAMPING: HANANA 1956
 BV1537_MARK LOGO: CGS   
 BV1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1537+STABILITY: SURFACE MOTION
 BV1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1537+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004
 BV1537
 BV1537  HISTORY     - Date     Condition        Report By
 BV1537  HISTORY     - 1956     MONUMENTED       CGS
 BV1537  HISTORY     - 1956     GOOD             CGS
 BV1537  HISTORY     - 1961     GOOD             MSHD
 BV1537  HISTORY     - 1964     GOOD             MSHD
 BV1537  HISTORY     - 19900627 GOOD             MSHD
 BV1537  HISTORY     - 20040215 GOOD             INDIV
 BV1537
 BV1537                          STATION DESCRIPTION
 BV1537
 BV1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1537'THE STATION IS ABOUT 8 MILES SOUTHEAST OF QUITMAN, 7 MILES NORTHEAST
 BV1537'OF SHUBUTA, NEAR THE TOP OF A WOODED HILL, ON PROPERTY OWNED BY THE
 BV1537'LONG BELL LUMBER CO. THE STATION IS 30 FEET SOUTH OF THE CENTER OF
 BV1537'A GRADED ROAD, 30 FEET WEST OF THE CENTER OF A TRACK WOODS ROAD, 23
 BV1537'FEET NORTHWEST OF A 6 INCH PINE TREE WHICH HAS A TRIANGULAR
 BV1537'BLAZE ON THE NORTHWEST SIDE AND 4 FEET SOUTHWEST OF A WHITE WITNESS
 BV1537'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED HANANA 1956.
 BV1537'
 BV1537'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND
 BV1537'STATE HIGHWAY 18 IN QUITMAN, GO EAST ON HIGHWAY 18 FOR 1.2 MILES TO
 BV1537'A FORK AND THE JUNCTION WITH STATE HIGHWAY 511. TURN RIGHT AND GO
 BV1537'SOUTHEAST ON HIGHWAY 511 FOR 3.4 MILES TO A FORK. TURN RIGHT AND
 BV1537'CONTINUE SOUTHEAST ON HIGHWAY 511 FOR 3.2 MILES TO THE END OF
 BV1537'HIGHWAY 511. CONTINUE SOUTHEAST ON PAVED ROAD (CONTINUATION OF
 BV1537'HIGHWAY 511) FOR 0.25 MILES TO A SIDE ROAD RIGHT AND A CHURCH ON
 BV1537'THE LEFT. TURN RIGHT AND GO SOUTH AND SOUTHEAST ON PAVED ROAD FOR
 BV1537'4.4 MILES TO A SIDE ROAD RIGHT AND THE CARMICHAEL SCHOOL ON THE
 BV1537'LEFT. TURN RIGHT AND GO WEST AND NORTHWEST ON GRADED ROAD FOR 1.0
 BV1537'MILE TO A SIDE ROAD LEFT. CONTINUE NORTHWEST ON GRADED ROAD FOR
 BV1537'0.8 MILE TO WHERE MAIN ROAD TURNS RIGHT, A FAINT TRACK ROAD
 BV1537'CONTINUES AHEAD AND A GRADED ROAD TURNS LEFT. TURN LEFT AND GO
 BV1537'WEST AND SOUTHWEST ON GRADED ROAD FOR 0.6 MILE TO THE CREST OF A
 BV1537'HILL AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON GRADED ROAD
 BV1537'FOR 0.1 MILE TO A CURVE, TURN RIGHT AND GO WEST ON GRADED ROAD
 BV1537'FOR 0.25 MILE TO A TRACK WOODS ROAD ON THE LEFT AND THE STATION
 BV1537'ON THE LEFT AS DESCRIBED.
 BV1537'
 BV1537'REFERENCE MARK 1 IS 11 FEET WEST OF THE CENTER OF THE TRACK WOODS
 BV1537'ROAD AND IS ABOUT 2 FEET LOWER THAN THE STATION. THE MARK IS FLUSH
 BV1537'AND THE DISK IS STAMPED HANANA NO 1 1956.
 BV1537'
 BV1537'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTER OF THE GRADED ROAD
 BV1537'AND 11 FEET NORTHEAST OF AN 8 INCH PINE TREE. THE MARK PROJECTS
 BV1537'ABOUT 3 INCHES AND THE DISK IS STAMPED HANANA NO 2 1956.
 BV1537'
 BV1537'THE AZIMUTH MARK IS 18 FEET SOUTHEAST OF THE CENTER OF THE GRADED
 BV1537'ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH
 BV1537'AND THE DISK IS STAMPED HANANA 1956. A CONSIDERABLE AMOUNT OF
 BV1537'CLEARING OF SMALL PINE TREES AND BRUSH IS NEEDED TO MAKE THE
 BV1537'AZIMUTH MARK VISIBLE FROM THE GROUND AT THE STATION.
 BV1537'
 BV1537'THE SOUTH GABLE OF THE HOUSE LISTED IN THE BOX SCORE CAN BE USED AS AN
 BV1537'AZIMUTH POINT BY A SMALL AMOUNT OF CLEARING NEAR THE STATION.
 BV1537
 BV1537                          STATION RECOVERY (1956)
 BV1537
 BV1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1537'RECOVERED IN GOOD CONDITION.
 BV1537
 BV1537                          STATION RECOVERY (1961)
 BV1537
 BV1537'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV1537'OBSERVATIONS MADE FROM A 50 FOOT ALUMINUM TOWER.
 BV1537'
 BV1537'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 BV1537'CONDITION. THE AZIMUTH MARK WAS DESTROYED DUE TO THE GRADING OF A
 BV1537'NEW ROAD.
 BV1537'
 BV1537'A NEW AZIMUTH MARK WAS ESTABLISHED BY THE MISSISSIPPI STATE HIGHWAY
 BV1537'DEPARTMENT AS FOLLOWS--
 BV1537'
 BV1537'TO REACH FROM THE STATION GO SOUTHWESTERLY ON A GRADED ROAD FOR 0.15
 BV1537'MILE TO THE MARK ON THE RIGHT.
 BV1537'
 BV1537'THE MARK IS A STANDARD MSHD-USC AND GS BRONZE DISK STAMPED HANANA AZ
 BV1537'1956 RESET 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BV1537'PROJECTING 2 INCHES. IT IS 20.7 FEET WEST OF THE CENTER OF THE
 BV1537'GRADED ROAD, 5.5 FEET SOUTH OF A TRIANGLE BLAZED PINE TREE. A METAL
 BV1537'WITNESS POST WAS SET 1.5 FEET NORTHWEST OF THE MARK.
 BV1537
 BV1537                          STATION RECOVERY (1964)
 BV1537
 BV1537'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1537'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN GOOD
 BV1537'CONDITION.
 BV1537'
 BV1537'THE 1961 DESCRIPTION IS ADEQUATE.
 BV1537
 BV1537                          STATION RECOVERY (1990)
 BV1537
 BV1537'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1537'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF QUITMAN, IN
 BV1537'THE SOUTHWEST ANGLE OF THE JUNCTION OF A GRAVEL AND A WOODS ROAD, 5.7
 BV1537'MI (9.2 KM) EAST OF DESOTO, 2.4 MI (3.9 KM) WEST OF THE COMMUNITY OF
 BV1537'CARMICHAEL, 0.3 MI (0.5 KM) SOUTHWEST OF A HIGH POWER LINE AND IS IN
 BV1537'SECTION 2, T 1N, R 16E.
 BV1537'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 BV1537'FOR 4.75 MI (7.64 KM) TO THE MAIN CROSSROAD IN DESOTO, TURN LEFT AND
 BV1537'GO EAST ON A PAVED ROAD FOR 6.9 MI (11.1 KM) TO A SIDE ROAD RIGHT,
 BV1537'TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 1.0 MI (1.6 KM) TO A
 BV1537'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST ON A GRAVEL ROAD FOR 0.55
 BV1537'MI (0.89 KM) TO A SIDE ROAD LEFT, CONTINUE SOUTHWEST ON A GRAVEL ROAD
 BV1537'FOR 0.45 MI (0.72 KM) TO A WOODS ROAD AND THE MARK ON THE LEFT.
 BV1537'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1537'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD, 1 INCH BELOW THE
 BV1537'GROUND, 30.0 FT (9.1 M) NORTHWEST OF THE CENTER OF A WOODS ROAD, 28.0
 BV1537'FT (8.5 M) SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1.0 FT (0.3 M)
 BV1537'SOUTH OF A METAL WITNESS POST.
 BV1537
 BV1537                          STATION RECOVERY (2004)
 BV1537
 BV1537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRP)
 BV1537'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1306 ***********************************************************************
 CO1306  DESIGNATION -  HANDLE
 CO1306  PID         -  CO1306
 CO1306  STATE/COUNTY-  MS/WINSTON
 CO1306  USGS QUAD   -  VERNON (1982)
 CO1306
 CO1306                         *CURRENT SURVEY CONTROL
 CO1306  ___________________________________________________________________
 CO1306* NAD 83(1993)-  32 59 17.60325(N)    088 55 36.06010(W)     ADJUSTED  
 CO1306* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CO1306  ___________________________________________________________________
 CO1306  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CO1306  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CO1306  HORZ ORDER  -  SECOND
 CO1306
 CO1306.The horizontal coordinates were established by classical geodetic methods
 CO1306.and adjusted by the National Geodetic Survey in May 1994.
 CO1306
 CO1306.The orthometric height was scaled from a topographic map.
 CO1306
 CO1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1306
 CO1306.The geoid height was determined by GEOID03.
 CO1306
 CO1306;                    North         East     Units Scale Factor Converg.
 CO1306;SPC MS E     -   386,737.192   291,275.416   MT  0.99995094   -0 03 03.0
 CO1306;SPC MS E     - 1,268,820.27    955,626.09   sFT  0.99995094   -0 03 03.0
 CO1306;UTM  16      - 3,651,629.714   319,979.439   MT  0.99999960   -1 02 57.5
 CO1306
 CO1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1306!SPC MS E     -   0.99997884  x   0.99995094  =   0.99992978
 CO1306!UTM  16      -   0.99997884  x   0.99999960  =   0.99997844
 CO1306
 CO1306|---------------------------------------------------------------------|
 CO1306| PID    Reference Object                     Distance      Geod. Az  |
 CO1306|                                                           dddmmss.s |
 CO1306| CG1925 HANDLE RM 3                          34.224 METERS 00912     |
 CO1306| CG1923 HANDLE RM 1                          27.022 METERS 04622     |
 CO1306| CG1924 HANDLE RM 2                          35.916 METERS 14720     |
 CO1306| CO1307 NOXAPATER                           APPROX.13.1 KM 2572923.1 |
 CO1306| CG1922 HANDLE AZ MK                                       2580229.0 |
 CO1306| CO1308 NOXAPATER MUNICIPAL TANK            APPROX.13.1 KM 2721022.1 |
 CO1306|---------------------------------------------------------------------|
 CO1306
 CO1306                          SUPERSEDED SURVEY CONTROL
 CO1306
 CO1306  NAD 83(1993)-  32 59 17.61348(N)    088 55 36.05960(W) AD(       ) 2
 CO1306  NAD 83(1986)-  32 59 17.61410(N)    088 55 36.05944(W) AD(       ) 2
 CO1306  NAD 27      -  32 59 17.15490(N)    088 55 35.85260(W) AD(       ) 2
 CO1306
 CO1306.Superseded values are not recommended for survey control.
 CO1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1306.See file dsdata.txt to determine how the superseded data were derived.
 CO1306
 CO1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB1997951630(NAD 83)
 CO1306_MARKER: DS = TRIANGULATION STATION DISK
 CO1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1306
 CO1306  HISTORY     - Date     Condition        Report By
 CO1306  HISTORY     - 1958     MONUMENTED       CGS
 CO1306  HISTORY     - 1963     GOOD             CGS
 CO1306  HISTORY     - 1967     GOOD             CGS
 CO1306  HISTORY     - 19720406 GOOD             USGS
 CO1306  HISTORY     - 1975     GOOD             NGS
 CO1306  HISTORY     - 1980     GOOD             MSSU
 CO1306
 CO1306                          STATION DESCRIPTION
 CO1306
 CO1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CO1306'STATION IS LOCATED ABOUT 8 MILES WEST OF NOXAPATER, 3-1/2 MILES
 CO1306'NORTHWEST OF THE VILLAGE OF HANDLE, ON LAND OWNED BY MR. ARTHUR
 CO1306'SEALS, IN THE SOUTHWEST 1/4 OF SECTION 12, T 13 N, R 13 E.
 CO1306'
 CO1306'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 15 IN
 CO1306'LOUISVILLE, BY GOING SOUTH ON HIGHWAY 15 FOR 0.45 MILE TO
 CO1306'JUNCTION OF STATE HIGHWAY 397 ON THE LEFT, TURN LEFT AND FOLLOW
 CO1306'HIGHWAY 397 EAST THEN SOUTHEASTERLY FOR 11.25 MILES TO JUNCTION
 CO1306'OF STATE HIGHWAY 490 ON THE RIGHT AND STORE IN THE NORTHWEST
 CO1306'ANGLE OF INTERSECTION, CONINTUE ON HIGHWAY 397 FOR 0.1 MILE TO
 CO1306'SIDE ROAD LEFT, TURN LEFT, NORTH, ON GRADED ROAD FOR 0.15 MILE
 CO1306'TO HOUSE ON THE LEFT AND STATION AS DESCRIBED.  TO REACH THE
 CO1306'AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED ROAD FOR
 CO1306'0.15 MILE, TURN RIGHT ON STATE HIGHWAY 397 FOR 0.4 MILE TO THE
 CO1306'MARK ON THE RIGHT.
 CO1306'
 CO1306'STATION MARKS ARE STANDARD DISKS, STAMPED HANDLE 1958.  THE
 CO1306'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CO1306'POST PROJECTING, 3 INCHES.  IT IS 127 FEET NORTHEAST OF THE
 CO1306'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 118 FEET NORTHWEST
 CO1306'OF A POWER LINE POLE, 49 FEET WEST OF THE CENTER OF A GRADED ROAD
 CO1306'AND 1 FOOT SOUTH OF A WIRE FENCE.  A WHITE WITNESS POST WAS SET
 CO1306'6 FEET SOUTHWEST OF THE MARK.  THE UNDERGROUND MARK WAS SET IN
 CO1306'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 CO1306'SURFACE.
 CO1306'
 CO1306'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HANDLE NO 1 1958,
 CO1306'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CO1306'4 INCHES.  IT IS 159 FEET NORTH OF A POWER LINE POLE, 12 FEET
 CO1306'EAST OF THE CENTER OF THE GRADED ROAD AND 2 FEET EAST OF A
 CO1306'ROAD RIGHT-OF-WAY FENCE.
 CO1306'
 CO1306'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HANDLE NO 2 1958,
 CO1306'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CO1306'4 INCHES.  IT IS 125 FEET EAST OF THE NORTHEAST CORNER OF THE
 CO1306'HOUSE, 27 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 CO1306'THE GRADED ROAD AND 1 FOOT SOUTHWEST OF THE POWERLINE POLE.
 CO1306'
 CO1306'AZIMUTH MARK IS A STANDARD DISK, STAMPED HANDLE 1958, SET IN THE
 CO1306'TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES.
 CO1306'IT IS 43 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 397, 120
 CO1306'FEET NORTHEAST OF A POWER LINE POLE, 35 FEET EAST OF A FENCE
 CO1306'CORNER AND 1 FOOT NORTH OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE
 CO1306'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 CO1306'
 CO1306'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CO1306
 CO1306                          STATION RECOVERY (1963)
 CO1306
 CO1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC)
 CO1306'THE STATION WAS VISITED JUNE, 1963 AND ALL MARKS WERE FOUND
 CO1306'IN GOOD CONDITION.
 CO1306'
 CO1306'THE 1958 DESCRIPTION IS CORRECT AND ADEQUATE.
 CO1306'
 CO1306'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION, 1.0
 CO1306'FOOT SOUTH OF R.M. 2, 1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CO1306
 CO1306                          STATION RECOVERY (1967)
 CO1306
 CO1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFO)
 CO1306'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WAS RECOVERED
 CO1306'AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD CONDTITION.
 CO1306'
 CO1306'REFERENCE MARK NO. 1 HAS BEEN DESTROYED WHEN THE ROAD WAS
 CO1306'MADE WIDER.
 CO1306'
 CO1306'THE STATION IS ADEQUATELY DESCRIBED AND THE TO REACH IS GOOD.
 CO1306
 CO1306                          STATION RECOVERY (1972)
 CO1306
 CO1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 CO1306'RECOVERED IN GOOD CONDITION.
 CO1306
 CO1306                          STATION RECOVERY (1975)
 CO1306
 CO1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CO1306'THE STATION WAS VISITED 8-13-75 AND THE STATION MARK, REFERENCE MARK
 CO1306'NO 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 CO1306'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT THIS TIME DUE TO A
 CO1306'BUILDING.  REFERENCE MARK NO 1 WAS FOUND DESTROYED.  A NEW
 CO1306'REFERENCE MARK WAS ESTABLISHED AT THIS DATE.
 CO1306'
 CO1306'A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT 8 MILES WEST
 CO1306'OF NOXAPATER, 3.5 MILES NORTHWEST OF THE VILLAGE OF HANDLE ON LAND
 CO1306'OWNED BY ARTHUR SEALS IN THE SOUTHWEST 1/4 OF SECTION 12, T 13N,
 CO1306'R 13E.
 CO1306'
 CO1306'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 490 IN NOXAPATER,
 CO1306'GO EAST ON STATE HIGHWAY 490 FOR 6.25 MILES TO THE JUNCTION OF STATE
 CO1306'HIGHWAY 393.  CONTINUE EAST ON STATE HIGHWAY 490 FOR 2.3 MILES TO
 CO1306'THE JUNCTION OF STATE HIGHWAY 397, TURN RIGHT AND GO EAST-SOUTHEAST
 CO1306'ON STATE HIGHWAY 397 FOR 0.15 MILE TO A GRAVEL SIDE ROAD ON LEFT,
 CO1306'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.2 MILE TO THE STATION
 CO1306'ON THE LEFT.
 CO1306'
 CO1306'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED HANDLE
 CO1306'1958, SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 1 INCH.
 CO1306'IT IS 109 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 CO1306'61.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 52
 CO1306'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 29 FEET SOUTH OF A FENCE
 CO1306'LINE AND 1 FOOT WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CO1306'
 CO1306'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 CO1306'HANDLE NO 2 1958 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 CO1306'1 FOOT.  IT IS 44.5 FEET WEST OF A POWER POLE WITH TRANSFORMER
 CO1306'ATTACHED, 15 FEET EAST OF THE CENTER OF GRADED ROAD, 10 FEET
 CO1306'SOUTH-SOUTHWEST OF THE CENTER OF AN IRON GATE, 3.5 FEET WEST OF A
 CO1306'FENCE LINE, AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 CO1306'
 CO1306'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED HANDLE 1958 NO 3 1975
 CO1306'SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 65
 CO1306'FEET NORTH-NORTHWEST OF A FENCE CORNER, 35 FEET WEST OF THE CENTER
 CO1306'OF A GRAVEL ROAD, 18 FEET WEST OF A FENCE LINE, 3.2 FEET SOUTH OF A
 CO1306'14 INCH PINE TREE, AND 1.2 FEET NORTH OF A METAL WITNESS POST AND
 CO1306'SIGN.
 CO1306'
 CO1306'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 IS 214.914 FEET,
 CO1306'65.506 METERS.
 CO1306'
 CO1306'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HANDLE 1958
 CO1306'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 CO1306'0.3 MILE WEST-SOUTHWEST OF THE STATION, 43 FEET NORTHEAST OF THE
 CO1306'CENTER OF STATE HIGHWAY 397, 120 FEET NORTHEAST OF A POWER POLE,
 CO1306'34 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A RIGHT-OF-WAY
 CO1306'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 CO1306'
 CO1306'TO REACH FROM THE STATION GO SOUTH ON A GRAVEL ROAD FOR 0.2 MILE,
 CO1306'TURN RIGHT AND GO WEST ON STATE HIGHWAY 397 FOR 0.4 MILE TO THE MARK
 CO1306'ON THE RIGHT.
 CO1306
 CO1306                          STATION RECOVERY (1980)
 CO1306
 CO1306'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CO1306'STATION, REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1908 ***********************************************************************
 DJ1908  DESIGNATION -  HANG RESET
 DJ1908  PID         -  DJ1908
 DJ1908  STATE/COUNTY-  MS/CLAY
 DJ1908  USGS QUAD   -  STRONG (1987)
 DJ1908
 DJ1908                         *CURRENT SURVEY CONTROL
 DJ1908  ___________________________________________________________________
 DJ1908* NAD 83(1993)-  33 38 09.80873(N)    088 31 36.26643(W)     ADJUSTED  
 DJ1908* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 DJ1908  ___________________________________________________________________
 DJ1908  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DJ1908  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DJ1908  HORZ ORDER  -  SECOND
 DJ1908
 DJ1908.The horizontal coordinates were established by classical geodetic methods
 DJ1908.and adjusted by the National Geodetic Survey in May 1994.
 DJ1908
 DJ1908.The orthometric height was scaled from a topographic map.
 DJ1908
 DJ1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1908
 DJ1908.The geoid height was determined by GEOID03.
 DJ1908
 DJ1908;                    North         East     Units Scale Factor Converg.
 DJ1908;SPC MS E     -   458,623.267   328,443.351   MT  0.99995997   +0 10 11.4
 DJ1908;SPC MS E     - 1,504,666.50  1,077,567.89   sFT  0.99995997   +0 10 11.4
 DJ1908;UTM  16      - 3,722,849.130   358,403.847   MT  0.99984718   -0 50 45.0
 DJ1908
 DJ1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1908!SPC MS E     -   0.99999419  x   0.99995997  =   0.99995416
 DJ1908!UTM  16      -   0.99999419  x   0.99984718  =   0.99984137
 DJ1908
 DJ1908:                Primary Azimuth Mark                     Grid Az
 DJ1908:SPC MS E     -  HANG AZ MK                               089 02 16.2
 DJ1908:UTM  16      -  HANG AZ MK                               090 03 12.6
 DJ1908
 DJ1908|---------------------------------------------------------------------|
 DJ1908| PID    Reference Object                     Distance      Geod. Az  |
 DJ1908|                                                           dddmmss.s |
 DJ1908| CG1926 HANG AZ MK                                         0891227.6 |
 DJ1908| DJ1812 COLUMBUS AFB TANK BCN               APPROX. 7.7 KM 0922640.1 |
 DJ1908| CG1928 HANG RM 3                            40.420 METERS 21446     |
 DJ1908| CG1927 HANG RM 1                            38.136 METERS 21856     |
 DJ1908| CG1929 HANG RM 4                            44.720 METERS 23257     |
 DJ1908| DJ1909 N 2 99 USE 1949                      37.271 METERS 30236     |
 DJ1908| CG1930 HANG RM 5                            45.641 METERS 30454     |
 DJ1908|---------------------------------------------------------------------|
 DJ1908
 DJ1908                          SUPERSEDED SURVEY CONTROL
 DJ1908
 DJ1908  NAD 83(1993)-  33 38 09.81455(N)    088 31 36.26580(W) AD(       ) 2
 DJ1908  NAD 83(1986)-  33 38 09.81681(N)    088 31 36.26641(W) AD(       ) 2
 DJ1908  NAD 27      -  33 38 09.39400(N)    088 31 36.10900(W) AD(       ) 2
 DJ1908
 DJ1908.Superseded values are not recommended for survey control.
 DJ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1908.See file dsdata.txt to determine how the superseded data were derived.
 DJ1908
 DJ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC5840422849(NAD 83)
 DJ1908_MARKER: DS = TRIANGULATION STATION DISK
 DJ1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1908
 DJ1908  HISTORY     - Date     Condition        Report By
 DJ1908  HISTORY     - 1949     MONUMENTED       CGS
 DJ1908  HISTORY     - 1959     MARK NOT FOUND   USGS
 DJ1908  HISTORY     - 1960     GOOD             CGS
 DJ1908  HISTORY     - 1962     GOOD             MSHD
 DJ1908  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DJ1908  HISTORY     - 1980     GOOD             MSHD
 DJ1908  HISTORY     - 19820301 GOOD             MSSU
 DJ1908
 DJ1908                          STATION DESCRIPTION
 DJ1908
 DJ1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 DJ1908'THE STATION MARK IS LOCATED ABOUT 7.5 MILES EAST OF WEST POINT,
 DJ1908'1.5 MILES WEST OF THE TOMBIGBEE RIVER, 1/4 MILE WEST OF A SMALL
 DJ1908'CHURCH, 107 FEET SOUTHEAST OF THE INTERSECTION OF AN EAST-WEST
 DJ1908'GRAVELED ROAD AND GRAVELED ROAD SOUTH, 48 FEET SOUTH OF THE
 DJ1908'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 29 FEET SOUTH
 DJ1908'OF A WITNESS POST.
 DJ1908'
 DJ1908'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 24
 DJ1908'W IN WEST POINT, GO EAST ON THE MAIN STREET FOR 0.7 MILE TO THE
 DJ1908'END OF THE STREET PAVEMENT, CONTINUE EAST ON A GRAVELED ROAD FOR
 DJ1908'6.6 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTH, AND
 DJ1908'FOLLOW THE MAIN GRAVELED ROAD FOR 2 MILES TO A T-ROAD
 DJ1908'INTERSECTION AND THE STATION IN THE SOUTHEAST CORNER AS
 DJ1908'DESCRIBED.
 DJ1908'
 DJ1908'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 DJ1908'ROAD FOR 0.25 MILE TO A CHURCH ON THE RIGHT AND THE AZIMUTH
 DJ1908'MARK AS DESCRIBED.
 DJ1908'
 DJ1908'THE STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 DJ1908'HANG 1949.
 DJ1908'
 DJ1908'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE APPROXIMATE
 DJ1908'CENTERLINE OF A GRAVELED ROAD AND 1 FOOT EAST OF A WIRE FENCE.
 DJ1908'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HANG NO 1 1949.
 DJ1908'
 DJ1908'N2-99 (USE) IS 18 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 DJ1908'GRAVELED ROAD.  THE MARK IS A STANDARD USE TRIANGULATION DISK
 DJ1908'STAMPED TRAV. STA. N2-99 1937 SET IN THE CENTER OF A 5 X 5-INCH
 DJ1908'CONCRETE POST THAT PROJECTS 5 INCHES.
 DJ1908'
 DJ1908'THE AZIMUTH MARK IS 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DJ1908'CHURCH, 29 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 DJ1908'ROAD, AND 3 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 DJ1908'3 INCHES, AND THE DISK IS STAMPED HANG 1949.
 DJ1908'
 DJ1908'THE STATION AZIMUTH AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 DJ1908'SET IN THE TOP OF 12-INCH CONCRETE CYLINDERS.
 DJ1908'
 DJ1908'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1908
 DJ1908                          STATION RECOVERY (1959)
 DJ1908
 DJ1908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DJ1908'A THOROUGH SEARCH OF THE DESCRIBED AREA FAILED TO REVEAL ANY
 DJ1908'TRACE OF THE STATION MARK.
 DJ1908'
 DJ1908'THE AZIMUTH MARK APPROXIMATELY 0.25 MILE E WAS FOUND IN GOOD
 DJ1908'CONDITION.
 DJ1908
 DJ1908                          STATION RECOVERY (1960)
 DJ1908
 DJ1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 DJ1908'THE STATION, BENCH MARK N2 - 99 (USE) AND THE AZIMUTH MARK WERE
 DJ1908'RECOVERED, AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 DJ1908'WAS FOUND DESTROYED, AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 DJ1908'HIGHWAY CHANGES, AND LOCAL MEASUREMENTS TO MARKS WILL NECESSITATE
 DJ1908'THE WRITING A COMPLETE AND NEW DESCRIPTION.
 DJ1908'
 DJ1908'THE STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF WEST POINT,
 DJ1908'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, AND ON LAND OWNED
 DJ1908'BY J.E. PELOT.  IT IS LOCATED 1.5 MILES WEST OF THE TOMBIGBEE
 DJ1908'RIVER, 0.3 MILE NORTHEAST OF THE J.E. PELOT FARM HOUSE, 94 FEET
 DJ1908'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 73 FEET EAST
 DJ1908'SOUTHEAST OF THE NORTHWEST FENCE CORNER POST OF A CULTIVATED
 DJ1908'FIELD, 46 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 DJ1908'ROAD AND 22.6 FEET SOUTH OF A FENCE LINE AND METAL WITNESS
 DJ1908'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED HANG
 DJ1908'1949.
 DJ1908'
 DJ1908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 DJ1908'STATE HIGHWAY 50 IN THE WESTERN EDGE OF WEST POINT, GO EAST ON STATE
 DJ1908'HIGHWAY 50 FOR 7.1 MILES TO A GRAVELED SIDE ROAD LEFT, TURN LEFT
 DJ1908'AND GO 1 MILE TO A STEEL BRIDGE, CROSS BRIDGE AND CONTINUE NORTH
 DJ1908'FOR 0.7 MILE TO THE J.E. PELOT FARM HOUSE ON THE LEFT.  CONTINUE
 DJ1908'NORTH ON GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD INTERSECTION AND
 DJ1908'STATION ON THE RIGHT AS DESCRIBED.
 DJ1908'
 DJ1908'BENCH MARK N2 - 99 (USE) IS NORTHWEST OF THE STATION.  THE MARK
 DJ1908'IS A PRE-CAST (5 X 5-INCH) MARKER THAT IS 20 FEET NORTH OF THE
 DJ1908'APPROXIMATE CENTER OF A GRAVELED ROAD, 9.5 FEET EAST OF A
 DJ1908'SOUTHWEST FENCE CORNER POST, 7.3 FEET NORTHEAST OF THE J.E.
 DJ1908'PELOT MAIL BOX, AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 DJ1908'PROJECTS 4 INCHES, AND THE DISK IS STAMPED TRAV STA N2 - 99
 DJ1908'1937.
 DJ1908'
 DJ1908'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION, 21 FEET EAST OF
 DJ1908'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTHWEST OF A
 DJ1908'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 DJ1908'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HANG NO 3 1949.
 DJ1908'
 DJ1908'THE AZIMUTH MARK IS EAST OF THE STATION, 52 FEET NORTHWEST OF THE
 DJ1908'NORTHWEST CORNER OF AN OLD ABANDONED CHURCH BUILDING AND 30 FEET
 DJ1908'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.  THE MARK
 DJ1908'PROJECTS 2 INCHES, AND THE DISK IS STAMPED HANG 1949.
 DJ1908'
 DJ1908'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 DJ1908'ROAD FOR 0.25 MILE TO THE OLD ABANDONED CHURCH BUILDING AND MARK ON
 DJ1908'THE RIGHT AS DESCRIBED.
 DJ1908'
 DJ1908'OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 DJ1908
 DJ1908                          STATION RECOVERY (1962)
 DJ1908
 DJ1908'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 DJ1908'THE STATION WAS VISITED 12-18-62 AND ALL MARKS WERE FOUND IN
 DJ1908'GOOD CONDITION.
 DJ1908'
 DJ1908'A NEW TO REACH FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION
 DJ1908'OF U.S. HIGHWAY 45 W AND STATE HIGHWAY 50 IN WEST POINT, GO EAST ON
 DJ1908'HIGHWAY 50 FOR 7.0 MILES TO A GRAVEL ROAD ON THE LEFT WHERE
 DJ1908'THE HIGHWAY CURVES TO THE RIGHT, CONTINUE EAST ON GRAVEL ROAD
 DJ1908'FOR 0.8 MILE TO A GRAVEL ROAD ON THE LEFT, TURN LEFT, NORTH,
 DJ1908'AND GO 2.1 MILES TO A T ROAD AND THE STATION ON THE RIGHT,
 DJ1908'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 DJ1908'
 DJ1908'METAL WITNESS POSTS WERE SET 21.0 FEET NORTH OF THE STATION
 DJ1908'AND 1.0 FOOT SOUTH OF R.M. 1.
 DJ1908
 DJ1908                          STATION RECOVERY (1974)
 DJ1908
 DJ1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 DJ1908'THE STATION WAS VISITED 10-24-74 AND THE STATION UNDERGROUND MARK
 DJ1908'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION
 DJ1908'SURFACE MARK WAS DESTROYED BY FARM EQUIPMENT.  RM 3 AND BM N2-99
 DJ1908'USE WERE DESTROYED BY ROAD CONSTRUCTION.  A NEW STATION SURFACE
 DJ1908'MARK AND NEW RMS NO 4 AND NO 5 WERE ESTABLISHED AT THIS DATE.  A
 DJ1908'NEW DESCRIPTION FOLLOWS--
 DJ1908'
 DJ1908'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF WEST POINT IN
 DJ1908'THE NORTHWEST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY
 DJ1908'THOMAS E. DRAGOO.
 DJ1908'
 DJ1908'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 50 IN
 DJ1908'WEST POINT GO EAST ON STATE HIGHWAY 50 FOR 3.55 MILES TO A
 DJ1908'CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 2.0 MILES TO
 DJ1908'A PAVED SIDE ROAD ON THE LEFT AT A CURVE IN THE MAIN ROAD.  CONTINUE
 DJ1908'EAST ON MAIN PAVED ROAD FOR 3.95 MILES TO A GRAVEL SIDE ROAD ON
 DJ1908'THE RIGHT AND THE STATION IN THE SOUTHEAST ANGLE OF THE JUNCTION.
 DJ1908'
 DJ1908'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED HANG
 DJ1908'1949 1974 SET IN A ROUND CONCRETE POST 10 INCHES BELOW THE SURFACE
 DJ1908'OF THE GROUND.  IT IS 144.5 FEET SOUTHWEST OF POWER POLE NO. 38-43,
 DJ1908'117.5 FEET EAST OF A TELEPHONE POLE, 47 FEET EAST OF THE CENTER OF
 DJ1908'A GRAVEL ROAD, 47 FEET SOUTH OF THE CENTER OF A PAVED ROAD AND 6
 DJ1908'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 DJ1908'
 DJ1908'RM NO 4 IS A STANDARD RM DISK, STAMPED HANG 1949 NO 4 1974, SET IN A
 DJ1908'ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 137 FEET SOUTH OF
 DJ1908'THE CENTER OF A PAVED ROAD, 74.5 FEET SOUTH OF A TELEPHONE POLE, 21
 DJ1908'FEET WEST OF CENTER OF A GRAVEL ROAD, 1 FOOT EAST OF NORTH-SOUTH
 DJ1908'FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 DJ1908'
 DJ1908'RM NO 5 IS A STANDARD RM DISK, STAMPED HANG 1949 NO 5 1974 SET IN A
 DJ1908'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 39 FEET NORTH OF
 DJ1908'THE CENTER OF A PAVED ROAD, 27 FEET WEST OF THE EXTENDED CENTER OF A
 DJ1908'GRAVEL ROAD, 5 FEET WEST OF POWER POLE NO. 38-43, AND 1 FOOT
 DJ1908'EAST OF A METAL WITNESS POST AND SIGN.
 DJ1908'
 DJ1908'THE DISTANCE BETWEEN RM 4 AND RM 5 IS 174.091 FEET.
 DJ1908'
 DJ1908'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HANG 1949,
 DJ1908'SET IN A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 0.25 MILE
 DJ1908'EAST OF THE STATION, 70 FEET SOUTH-SOUTHWEST OF POWER POLE NO.
 DJ1908'38-46, 56.2 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK
 DJ1908'LEADING TO CHURCH, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DJ1908'THE OLD CHURCH BUILDING, 34 FEET SOUTH OF THE CENTER OF A PAVED
 DJ1908'ROAD AND 1.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 DJ1908'
 DJ1908'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A PAVED ROAD
 DJ1908'FOR 0.25 MILE TO THE OLD CHURCH AND THE MARK ON THE RIGHT.
 DJ1908
 DJ1908                          STATION RECOVERY (1980)
 DJ1908
 DJ1908'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980 (TDF)
 DJ1908'THE STATION, RM 4, RM5 AND AZ MK WAS VISITED MAY 7 1980 AND FOUND
 DJ1908'AS DESCRIBED BY DDR IN 1974 THE DESCRIPTION IS ADEQUATE
 DJ1908
 DJ1908                          STATION RECOVERY (1982)
 DJ1908
 DJ1908'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2745 ***********************************************************************
 CP2745  DESIGNATION -  HANK
 CP2745  PID         -  CP2745
 CP2745  STATE/COUNTY-  MS/CLAIBORNE
 CP2745  USGS QUAD   -  CARLISLE (1963)
 CP2745
 CP2745                         *CURRENT SURVEY CONTROL
 CP2745  ___________________________________________________________________
 CP2745* NAD 83(1993)-  32 06 03.29821(N)    090 51 09.39362(W)     ADJUSTED  
 CP2745* NAVD 88     -        75.39   (+/-2cm)     247.3    (feet)  VERTCON   
 CP2745  ___________________________________________________________________
 CP2745  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CP2745  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2745  HORZ ORDER  -  THIRD
 CP2745  VERT ORDER  -  THIRD ? (See Below)
 CP2745
 CP2745.The horizontal coordinates were established by classical geodetic methods
 CP2745.and adjusted by the National Geodetic Survey in May 1994.
 CP2745
 CP2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2745.The vertical order pertains to the NGVD 29 superseded value.
 CP2745
 CP2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2745
 CP2745.The geoid height was determined by GEOID03.
 CP2745
 CP2745;                    North         East     Units Scale Factor Converg.
 CP2745;SPC MS W     -   288,457.130   650,987.955   MT  0.99997961   -0 16 33.4
 CP2745;SPC MS W     -   946,379.77  2,135,782.98   sFT  0.99997961   -0 16 33.4
 CP2745;UTM  15      - 3,553,640.040   702,630.855   MT  1.00010638   +1 08 29.5
 CP2745
 CP2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2745!SPC MS W     -   0.99999229  x   0.99997961  =   0.99997190
 CP2745!UTM  15      -   0.99999229  x   1.00010638  =   1.00009867
 CP2745
 CP2745:                Primary Azimuth Mark                     Grid Az
 CP2745:SPC MS W     -  SAND                                     111 17 41.3
 CP2745:UTM  15      -  SAND                                     109 52 38.4
 CP2745
 CP2745|---------------------------------------------------------------------|
 CP2745| PID    Reference Object                     Distance      Geod. Az  |
 CP2745|                                                           dddmmss.s |
 CP2745| CP2746 SAND                                APPROX. 9.6 KM 1110107.9 |
 CP2745| CY3731 HANK RM 1                            43.384 METERS 17632     |
 CP2745| CY3730 HANK AZ MK                                         2454652.0 |
 CP2745| CY3732 HANK RM 2                            26.688 METERS 30353     |
 CP2745|---------------------------------------------------------------------|
 CP2745
 CP2745                          SUPERSEDED SURVEY CONTROL
 CP2745
 CP2745  NAD 83(1986)-  32 06 03.31167(N)    090 51 09.38924(W) AD(       ) 3
 CP2745  NAD 27      -  32 06 02.75800(N)    090 51 09.01100(W) AD(       ) 3
 CP2745  NGVD 29 (07/19/86)   75.42   (m)          247.4    (f) LEVELING    3  
 CP2745
 CP2745.Superseded values are not recommended for survey control.
 CP2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2745.See file dsdata.txt to determine how the superseded data were derived.
 CP2745
 CP2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0263153640(NAD 83)
 CP2745_MARKER: DS = TRIANGULATION STATION DISK
 CP2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2745+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 CP2745
 CP2745  HISTORY     - Date     Condition        Report By
 CP2745  HISTORY     - 1948     MONUMENTED       CGS
 CP2745  HISTORY     - 1956     GOOD             CGS
 CP2745  HISTORY     - 1970     GOOD             MSHD
 CP2745  HISTORY     - 1975     GOOD             NGS
 CP2745  HISTORY     - 1980     GOOD             MSSU
 CP2745  HISTORY     - 20031013 GOOD             INDIV
 CP2745
 CP2745                          STATION DESCRIPTION
 CP2745
 CP2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2745'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHEAST OF PORT
 CP2745'GIBSON, 5 MILES NORTHEAST OF THE SMALL SETTLEMENT OF WILLOWS,
 CP2745'2 MILES EAST-SOUTHEAST OF HANKINSON, 1-1/2 MILES SOUTH OF
 CP2745'THE BIG BLACK RIVER, AND ON THE RIGHT-OF-WAY OF A GRAVEL
 CP2745'ROAD.  THE MARK IS 29 FEET WEST OF THE APPROXIMATE CENTERLINE
 CP2745'OF A GRAVEL ROAD, AND 9 FEET WEST OF A WITNESS POST.  THE
 CP2745'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HANK 1948.
 CP2745'
 CP2745'REFERENCE MARK NO. 1 IS 142.34 FEET SOUTH OF THE STATION,
 CP2745'AND 37 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE GRAVEL
 CP2745'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 CP2745'HANK NO 1 1948.
 CP2745'
 CP2745'REFERENCE MARK NO. 2 IS 87.56 FEET WEST-NORTHWEST OF THE
 CP2745'STATION.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 CP2745'HANK NO 2 1948.
 CP2745'
 CP2745'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST-SOUTHWEST
 CP2745'OF THE STATION, 33 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CP2745'OF A GRAVEL ROAD, AND 2.5 FEET NORTH OF A WITNESS POST.
 CP2745'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HANK 1948.
 CP2745'
 CP2745'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON, GO
 CP2745'NORTH ON U.S. HIGHWAY 61 FOR 4 MILES TO THE CROSS ROAD STORE,
 CP2745'TURN RIGHT AND GO ON MAIN GRAVELED ROAD FOR 4.7 MILES TO THE
 CP2745'SMALL SETTLEMENT OF WILLOWS, CONTINUE STRAIGHT AHEAD FOR
 CP2745'0.3 MILE TO A ROAD FORK, TAKE THE RIGHT ROAD FOR 4.3 MILES
 CP2745'TO ANOTHER ROAD FORK, TURN LEFT AND GO 1.35 MILES TO ANOTHER
 CP2745'ROAD FORK, CONTINUE ON THE LEFT ROAD FOR 1.75 MILES TO A
 CP2745'SIDE ROAD RIGHT.  *TURN RIGHT AND GO 0.15 MILE TO THE STATION
 CP2745'ON THE LEFT AS DESCRIBED.
 CP2745'
 CP2745'*AT THIS POINT THE AZIMUTH MARK IS ABOUT 35 YARDS NORTH ON
 CP2745'THE WEST SIDE OF THE GRAVELED ROAD.
 CP2745'
 CP2745'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2745
 CP2745                          STATION RECOVERY (1956)
 CP2745
 CP2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP2745'THE STATION WAS VISITED 5-16-56 AND ALL MARKS WERE FOUND IN GOOD
 CP2745'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION
 CP2745'BY TIMBER AND UNDERBRUSH GROWTH.  A NEW DESCRIPTION FOLLOWS--
 CP2745'
 CP2745'THE STATION IS LOCATED 12-1/2 MILES NORTHEAST OF PORT GIBSON,
 CP2745'5 MILES NORTHEAST OF THE SETTLEMENT OF WILLOWS, AND 1-1/2
 CP2745'MILES SOUTH OF THE BIG BLACK RIVER.  IT IS 2 MILES EAST-SOUTHEAST
 CP2745'OF HANKINSON ON THE RIGHT-OF-WAY OF A GRAVELED ROAD, 29
 CP2745'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 9 FEET WEST
 CP2745'OF A FENCE AND WITNESS POST, 34 FEET SOUTH OF A SMALL TWIN
 CP2745'OAK TREE AND 36 FEET EAST OF THE CENTER OF A DIM WOODS ROAD.
 CP2745'IT IS A STANDARD DISK, STAMPED HANK 1948, PROJECTING 6 INCHES.
 CP2745'
 CP2745'REFERENCE MARK NO. 1 IS 142.34 FEET SOUTH OF THE STATION,
 CP2745'37 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 10 FEET
 CP2745'WEST OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED HANK
 CP2745'NO 1 1948, PROJECTING 6 INCHES.
 CP2745'
 CP2745'REFERENCE MARK NO. 2 IS 87.56 FEET WEST-NORTHWEST OF THE
 CP2745'STATION, 5 FEET SOUTHEAST OF AN 18-INCH ELM TREE, 30 FEET
 CP2745'EAST OF THE CENTER OF THE TRACK ROAD AND ABOUT 75 FEET WEST
 CP2745'OF THE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK,
 CP2745'STAMPED HANK NO 2 1948, PROJECTING 6 INCHES.
 CP2745'
 CP2745'THE AZIMUTH MARK IS 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 CP2745'ON THE TOP OF AN 8-FOOT BANK OF A GRAVELED ROAD LEADING
 CP2745'NORTHWEST AND ABOUT 65 YARDS FROM A FORKS, 33 FEET SOUTHWEST
 CP2745'OF THE CENTER OF THE GRAVELED ROAD, 2 FEET NORTHWEST OF
 CP2745'A WITNESS POST, AND 72 FEET SOUTHEAST OF THE RUINS OF AN
 CP2745'OLD CHIMNEY OF A DESTROYED TENANT HOUSE, AND 8 FEET SOUTH OF A
 CP2745'12-INCH ELM TREE.  IT IS A STANDARD DISK, STAMPED HANK 1948,
 CP2745'PROJECTING 10 INCHES.
 CP2745'
 CP2745'TO REACH FROM THE COURTHOUSE IN PORT GIBSON GO 2 BLOCKS EAST
 CP2745'TO U.S. HIGHWAY 61, TURN LEFT, NORTH, ON U.S. HIGHWAY 61
 CP2745'AND GO 3.9 MILES TO A CROSSROAD AND THE CROSSROAD STORE IN
 CP2745'THE SOUTHWEST ANGLE, TURN RIGHT AND GO 4.5 MILES TO THE
 CP2745'CROSSROAD IN THE SMALL SETTLEMENT OF WILLOWS, CONTINUE FOR
 CP2745'0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO 4.15 MILE TO
 CP2745'A SIDE ROAD LEFT, TURN LEFT AND GO 1.35 MILE TO A FORK, TAKE
 CP2745'LEFT FORK AND GO 1.65 MILE TO A SIDE ROAD RIGHT, (AZIMUTH
 CP2745'MARK IS 65 YARDS NORTHWEST OF THIS SIDEROAD), TURN SHARP
 CP2745'RIGHT AND GO 0.15 MILE TO THE TOP OF THE HILL AND THE
 CP2745'STATION ON THE LEFT AT A POINT WHERE THE ROAD STARTS DOWN
 CP2745'HILL.
 CP2745
 CP2745                          STATION RECOVERY (1970)
 CP2745
 CP2745'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2745'THE STATION WAS VISITED 1-28-70 AND THE STATION MARK, REFERENCE
 CP2745'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CP2745'CONDITION.
 CP2745'
 CP2745'THE STATION IS LOCATED 12.6 MILES NORTHEAST OF PORT GIBSON,
 CP2745'9.7 MILES NORTH OF HERMANVILLE AND 5.1 MILES NORTHEAST OF
 CP2745'THE COMMUNITY OF WILLOWS.  IT IS 26 FEET WEST OF THE CENTER
 CP2745'OF A GRAVELED ROAD, 10 FEET WEST OF THE EDGE OF A 7 FOOT BANK,
 CP2745'24 FEET EAST OF THE CENTER OF AN ABANDONED TRACK ROAD AND
 CP2745'1 FOOT WEST OF A METAL WITNESS POST.
 CP2745'
 CP2745'IT IS A C AND GS TRIANGULATION DISK, STAMPED HANK 1948
 CP2745'PROJECTING 6 INCHES.
 CP2745'
 CP2745'REFERENCE MARK NO. 1 IS 142.34 FEET SOUTH OF THE STATION.
 CP2745'IT IS 37 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 5 FEET
 CP2745'WEST OF A 9 INCH OAK AND 1 FOOT WEST OF A METAL WITNESS
 CP2745'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED HANK
 CP2745'NO 1 1948 PROJECTING 6 INCHES.
 CP2745'
 CP2745'REFERENCE MARK NO. 2 IS 87.56 FEET WEST NORTHWEST OF THE
 CP2745'STATION.  IT IS 91 FEET WEST OF THE CENTER OF A GRAVELED
 CP2745'ROAD, 54 FEET SOUTH OF A 24 INCH CROOKED OAK, 17 FEET NORTH
 CP2745'OF A 10 INCH HICKORY AND 1 FOOT EAST OF A METAL WITNESS
 CP2745'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED HANK NO 2
 CP2745'1948, PROJECTING 7 INCHES.
 CP2745'
 CP2745'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 207.40
 CP2745'FEET.
 CP2745'
 CP2745'THE AZIMUTH MARK IS 0.2 MILE WEST SOUTHWEST OF THE STATION.
 CP2745'IT IS 30 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 CP2745'6.5 FEET WEST OF A 6 INCH TWIN CEDAR, 48 FEET EAST OF A
 CP2745'9 INCH CEDAR, 100 FEET EAST OF AN ABANDONED CISTERN AND 1
 CP2745'FOOT SOUTHWEST OF A METAL WITNESS POST.  (NOTE) AS MENTIONED
 CP2745'IN THE PREVIOUS DESCRIPTION (1956) THE STATION IS NOT VISIBLE
 CP2745'FROM THE AZIMUTH.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED
 CP2745'HANK 1948, PROJECTING 6 INCHES.
 CP2745'
 CP2745'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON,
 CP2745'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION
 CP2745'OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 CP2745'HIGHWAY 61 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 CP2745'18.  TURN RIGHT (EAST) AND CONTINUE ON STATE HIGHWAY 18 FOR 1.1
 CP2745'MILES TO A SIDE ROAD LEFT (ENTRANCE TO THE NATCHEZ TRACE
 CP2745'PARKWAY).  TURN LEFT (NORTHEAST) AND CONTINUE ON A BLACKTOP
 CP2745'ROAD FOR 0.2 MILE TO THE INTERSECTION OF THE NATCHEZ TRACE
 CP2745'PARKWAY.  TURN LEFT (NORTHEAST) AND CONTINUE ON THE NATCHEZ TRACE
 CP2745'PARKWAY FOR 11.6 MILES TO A CROSSROADS.  TURN LEFT
 CP2745'(NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 100 YARDS TO
 CP2745'A T INTERSECTION.  TURN LEFT (WEST) AND CONTINUE ON A BLACKTOP
 CP2745'ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 CP2745'(NORTH) AND CONTINUE ON A GRAVELED ROAD FOR 1.4 MILES TO A
 CP2745'SIDE ROAD RIGHT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 1.65
 CP2745'MILES TO A SIDE ROAD RIGHT.  (THE AZIMUTH MARK IS 65 YARDS
 CP2745'NORTHWEST OF THIS SIDE ROAD).  TURN SHARP RIGHT AND
 CP2745'CONTINUE NORTHWEST AND NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 CP2745'TO THE STATION ON THE LEFT.
 CP2745'
 CP2745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.7 MILES
 CP2745'NORTH OF HERMANVILLE
 CP2745
 CP2745                          STATION RECOVERY (1975)
 CP2745
 CP2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CP2745'THE STATION WAS VISITED 5-27-75 AND ALL MARKS WERE RECOVERED
 CP2745'IN GOOD CONDITION.  HOWEVER THE AZIMUTH MARK IS GOING TO
 CP2745'BE DESTROYED BY CONSTRUCTION OF A NEW ROAD.  IT WAS NOT
 CP2745'VISIBLE FROM THE STATION WITHOUT EXTENSIVE CLEARING OF LARGE
 CP2745'TREES FOR THE ENTIRE DISTANCE.  A NEW AZIMUTH MARK WAS NOT
 CP2745'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 CP2745'
 CP2745'THE STATION IS LOCATED 12.6 MILES NORTHEAST OF PORT GIBSON,
 CP2745'9.7 MILES NORTH OF HERMANVILLE AND 5.1 MILES NORTHEAST OF
 CP2745'THE SMALL COMMUNITY OF WILLOWS.
 CP2745'
 CP2745'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON
 CP2745'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION
 CP2745'OF U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 CP2745'HIGHWAY 61 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 CP2745'18.  TURN RIGHT (EAST) AND CONTINUE ON STATE HIGHWAY 18 FOR
 CP2745'1.1 MILES TO A SIDE ROAD LEFT (ENTRANCE TO THE NATCHEZ TRACE
 CP2745'PARKWAY).  TURN LEFT (NORTHEAST) AND CONTINUE ON A BLACK TOP
 CP2745'ROAD FOR 0.2 MILE TO THE INTERSECTION OF THE NATCHEZ TRACE
 CP2745'PARKWAY.  TURN LEFT (NORTHEAST AND CONTINUE ON THE NATCHEZ
 CP2745'TRACE PARKWAY FOR 11.6 MILES TO A CROSSROADS.  TURN LEFT
 CP2745'(NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 100 YARDS
 CP2745'TO A T INTERSECTION.  TURN LEFT (WEST) AND CONTINUE ON A
 CP2745'BLACKTOP ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN
 CP2745'RIGHT (NORTH) AND CONTINUE ON A GRAVELED ROAD FOR 1.4 MILES
 CP2745'TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON A GRAVELED
 CP2745'ROAD FOR 1.65 MILES TO A SIDE ROAD RIGHT.  (THE AZIMUTH
 CP2745'MARK IS 65 YARDS NORTHWEST OF THIS SIDE ROAD).  TURN SHARP
 CP2745'RIGHT AND CONTINUE NORTHWEST AND NORTH ON A GRAVELED ROAD
 CP2745'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CP2745'
 CP2745'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 CP2745'STAMPED HANK 1948 SET IN THE TOP OF A SQUARE CONCRETE POST
 CP2745'PROJECTING 5 INCHES.  IT IS 26 FEET WEST OF THE CENTER OF A
 CP2745'GRAVEL ROAD, 10 FEET WEST OF THE EDGE OF A 7 FOOT BANK, 24
 CP2745'FEET EAST OF THE CENTER OF AN ABANDONED WOODS ROAD AND 1
 CP2745'FOOT WEST OF A METAL WITNESS POST AND SIGN.
 CP2745'
 CP2745'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 CP2745'HANK NO 1 1948 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 CP2745'6 INCHES.  IT IS 142.34 FEET SOUTH OF THE STATION, 37 FEET
 CP2745'WEST OF THE CENTER OF A GRAVEL ROAD, 5 FEET WEST OF A 9
 CP2745'INCH OAK STUMP PROJECTING 2 FEET AND 1 FOOT WEST OF A METAL
 CP2745'WITNESS POST AND SIGN.
 CP2745'
 CP2745'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 CP2745'HANK NO 2 1948 SET IN THE TOP OF A SQUARE CONCRETE POST
 CP2745'PROJECTING 6 INCHES.  IT IS 87.56 FEET WEST-NORTHWEST OF
 CP2745'THE STATION, 91 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 CP2745'26 FEET EAST-NORTHEAST OF THE CENTER OF AN ABANDONED WOODS
 CP2745'ROAD, 13 FEET WEST-SOUTHWEST OF A 7 INCH HICKORY TREE AND 1
 CP2745'FOOT EAST OF A METAL WITNESS POST AND SIGN.
 CP2745'
 CP2745'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 207.40
 CP2745'FEET.
 CP2745'
 CP2745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.7 MILES
 CP2745'NORTH OF HERMANVILLE.
 CP2745
 CP2745                          STATION RECOVERY (1980)
 CP2745
 CP2745'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP2745'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CP2745
 CP2745                          STATION RECOVERY (2003)
 CP2745
 CP2745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CDM)
 CP2745'NO SEARCH FOR AZ MARK
 CP2745'STATION, RM1, AND RM2 FOUND IN GOOD CONDITION
 CP2745'NEED WITNESS POST AT STATION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1578 ***********************************************************************
 EG1578  DESIGNATION -  HANSELL
 EG1578  PID         -  EG1578
 EG1578  STATE/COUNTY-  MS/CHICKASAW
 EG1578  USGS QUAD   -  TROY SE (1979)
 EG1578
 EG1578                         *CURRENT SURVEY CONTROL
 EG1578  ___________________________________________________________________
 EG1578* NAD 83(1993)-  34 00 23.09180(N)    088 45 12.64879(W)     ADJUSTED  
 EG1578* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 EG1578  ___________________________________________________________________
 EG1578  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EG1578  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG1578  HORZ ORDER  -  FIRST
 EG1578
 EG1578.The horizontal coordinates were established by classical geodetic methods
 EG1578.and adjusted by the National Geodetic Survey in May 1994.
 EG1578
 EG1578.The orthometric height was scaled from a topographic map.
 EG1578
 EG1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1578
 EG1578.The geoid height was determined by GEOID03.
 EG1578
 EG1578;                    North         East     Units Scale Factor Converg.
 EG1578;SPC MS E     -   499,661.554   307,373.211   MT  0.99995067   +0 02 40.7
 EG1578;SPC MS E     - 1,639,306.28  1,008,440.28   sFT  0.99995067   +0 02 40.7
 EG1578;UTM  16      - 3,764,253.311   338,069.455   MT  0.99992325   -0 58 51.3
 EG1578
 EG1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1578!SPC MS E     -   0.99998799  x   0.99995067  =   0.99993866
 EG1578!UTM  16      -   0.99998799  x   0.99992325  =   0.99991124
 EG1578
 EG1578|---------------------------------------------------------------------|
 EG1578| PID    Reference Object                     Distance      Geod. Az  |
 EG1578|                                                           dddmmss.s |
 EG1578| CG3430 HANSELL RM 3                         48.372 METERS 00746     |
 EG1578| CG3428 HANSELL RM 1                         35.418 METERS 02529     |
 EG1578| CG3429 HANSELL RM 2                         32.723 METERS 07055     |
 EG1578| EG1569 OKOLONA MUNICIPAL TANK              APPROX. 0.7 KM 0763310.1 |
 EG1578| DJ1925 WITCH                               APPROX.16.0 KM 2511043.0 |
 EG1578| CG3427 HANSELL AZ MK                                      2971241.3 |
 EG1578|---------------------------------------------------------------------|
 EG1578
 EG1578                          SUPERSEDED SURVEY CONTROL
 EG1578
 EG1578  NAD 83(1993)-  34 00 23.09978(N)    088 45 12.64700(W) AD(       ) 1
 EG1578  NAD 83(1986)-  34 00 23.10246(N)    088 45 12.64664(W) AD(       ) 1
 EG1578  NAD 27      -  34 00 22.70100(N)    088 45 12.46200(W) AD(       ) 1
 EG1578
 EG1578.Superseded values are not recommended for survey control.
 EG1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1578.See file dsdata.txt to determine how the superseded data were derived.
 EG1578
 EG1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC3806964253(NAD 83)
 EG1578_MARKER: DS = TRIANGULATION STATION DISK
 EG1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1578
 EG1578  HISTORY     - Date     Condition        Report By
 EG1578  HISTORY     - 1935     MONUMENTED       CGS
 EG1578  HISTORY     - 1941     MARK NOT FOUND   CGS
 EG1578  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG1578  HISTORY     - 1963     GOOD             CGS
 EG1578  HISTORY     - 1978     GOOD             MSHD
 EG1578  HISTORY     - 19810301 GOOD             MSSU
 EG1578
 EG1578                          STATION DESCRIPTION
 EG1578
 EG1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 EG1578'IN THE TOWN OF OKOLONA ON THE PROPERTY OF DR D VANN HANSELL WHICH IS
 EG1578'1 BLOCK NORTH OF
 EG1578'THE MAIN STREET OF TOWN AND IN THE BLOCK EAST OF STATE
 EG1578'HIGHWAY 23, 30 FEET
 EG1578'SOUTH-SOUTHEAST OF 30-INCH HEDGE TREE, 27 FEET
 EG1578'NORTHEAST OF FENCE INTERSECTION AND 15
 EG1578'FEET NORTH-NORTHWEST OF
 EG1578'EAST-WEST FENCE LINE.
 EG1578'
 EG1578'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1578'DISKS SET IN CONCRETE.
 EG1578'
 EG1578'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 15 FEET NORTHEAST OF
 EG1578'18-INCH CEDAR, 22
 EG1578'FEET SOUTHEAST OF 15-INCH CEDAR AND 30 FEET
 EG1578'SOUTHWEST OF 36-INCH OAK TREE.
 EG1578'
 EG1578'REFERENCE MARK NO 2 IS EAST OF THE STATION, 15 FEET NORTHWEST OF
 EG1578'20-INCH HEDGE TREE
 EG1578'AND FENCE CORNER AND 12 FEET WEST OF 12-INCH HEDGE
 EG1578'TREE.
 EG1578'
 EG1578'AZIMUTH MARK IS SET IN SIDEWALK AND IS NORTHWEST OF STATION, 78 FEET
 EG1578'NORTH OF CENTER
 EG1578'LINE OF EAST-WEST STREET AND 30 FEET EAST OF ROUTE
 EG1578'23, 8 FEET EAST-NORTHEAST OF
 EG1578'14-INCH OAK AND 10 FEET WEST-SOUTHWEST
 EG1578'OF 30-INCH OAK.
 EG1578'
 EG1578'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 EG1578
 EG1578                          STATION RECOVERY (1941)
 EG1578
 EG1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (APM)
 EG1578'NO SURFACE MARK - UNDERGROUND.  REFERENCE MARK NO. 1 AND AZIMUTH
 EG1578'MARK O.K.  REFERENCE MARK NO. 2 COVERED BY MISCELLANEOUS DEBRIS.
 EG1578'COULD NOT FIND.
 EG1578
 EG1578                          STATION RECOVERY (1962)
 EG1578
 EG1578'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1578'THE STATION SITE WAS VISITED 12 - 12 - 62 AND THE STATION, R M 1, AND
 EG1578'R M 2 COULD NOT BE
 EG1578'LOCATED.  THE AZIMUTH MARK WAS FOUND IN GOOD
 EG1578'CONDITION.
 EG1578'
 EG1578'AZIMUTH MARK IS STAMPED HANSELL AZI 1935 AND IS FLUSH WITH THE
 EG1578'GROUND.
 EG1578
 EG1578                          STATION RECOVERY (1963)
 EG1578
 EG1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 EG1578'THE STATION WAS VISITED 4 - 24 - 63 AND THE STATION MARK, AZIMUTH
 EG1578'MARK AND REFERENCE MARK
 EG1578'NO 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO
 EG1578'1 WAS DESTROYED WHEN THE BRICK
 EG1578'HOUSE AT 402 JEFFERSON AVE WAS BUILT.
 EG1578'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.
 EG1578'THE AZIMUTH MARK
 EG1578'IS NOT VISIBLE FROM THE STATION DUE TO BUILDINGS AND TREES ON LINE
 EG1578'BETWEEN THE TWO
 EG1578'MARKS.  THE STATION IS NOW IN A VACANT LOT OWNED BY
 EG1578'MR N B HOLT WHO LIVES AT 402
 EG1578'JEFFERSON AVE.  A NEW DESCRIPTION
 EG1578'FOLLOWS-
 EG1578'
 EG1578'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF OKOLONA, 0.5 MILE
 EG1578'WEST OF THE RAILROAD
 EG1578'STATION, ON JEFFERSON AVE, IN A VACANT LOT OWNED BY MRS
 EG1578'N B HOLT.  IT IS 197 FEET SOUTH
 EG1578'OF THE CENTERLINE OF JEFFERSON AVE AT
 EG1578'A POINT ABOUT 300 FEET WEST OF THE INTERSECTION OF
 EG1578'SCHOOL STREET, 88
 EG1578'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOLT HOUSE AT 402
 EG1578'JEFFERSON AVE, 68
 EG1578'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EG1578'BRICK HOUSE OWNED BY JUDGE OBARR AT
 EG1578'404 JEFFERSON AVE, 71.5 FEET
 EG1578'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BAR-B-Q
 EG1578'PIT OF MRS
 EG1578'HOLT, 49 FEET SOUTHWEST OF A POWER POLE, 35 FEET SOUTH-SOUTHEAST OF A
 EG1578'3-FOOT TREE, AND
 EG1578'18.5 FEET NORTHEAST OF A 10-INCH PECAN TREE.  IT IS
 EG1578'A STANDARD DISK, STAMPED HANSELL
 EG1578'1935, FLUSH WITH THE GROUND.
 EG1578'
 EG1578'REFERENCE MARK NO 2 IS 107.36 FEET EAST OF THE STATION IN THE CENTER
 EG1578'OF THE DRIVEWAY AND IN
 EG1578'FRONT OF A GARAGE, WHICH IS IN THE BACK YARD OF MR
 EG1578'HOLTS HOUSE AT 402 JEFFERSON AVE
 EG1578'48 FEET SOUTH OF THE SOUTHEAST
 EG1578'CORNER OF THE HOUSE, 13.5 FEET NORTHWEST OF THE
 EG1578'NORTHEAST CORNER OF
 EG1578'THE GARAGE, 23.5 FEET SOUTH-SOUTHWEST OF A LARGE TWIN TREE WHICH
 EG1578'IS IN A ROW OF
 EG1578'NORTH-SOUTH TREES, 57 FEET EAST OF A POWER POLE, AND 30
 EG1578'FEET EAST OF THE SOUTHEAST
 EG1578'CORNER OF A BAR-B-Q PIT.  IT IS A STANDARD
 EG1578'DISK, STAMPED HANSELL NO 2 1935, FLUSH WITH
 EG1578'THE GROUND.
 EG1578'
 EG1578'REFERENCE MARK NO 3 IS 158.70 FEET NORTH OF THE STATION, NEAR THE
 EG1578'SOUTH EDGE OF A
 EG1578'SIDEWALK ALONG THE SOUTH SIDE OF JEFFERSON AVENUE, 38 FEET
 EG1578'SOUTH OF THE CENTER OF THE
 EG1578'STREET, 83 FEET WEST OF THE CENTERLINE OF
 EG1578'THE DRIVEWAY TO 402 JEFFERSON AVE 63 FEET
 EG1578'EAST OF THE CENTER OF THE
 EG1578'DRIVEWAY TO 404 JEFFERSON AVE 10 FEET EAST OF A 2-FOOT ELM
 EG1578'TREE, AND 32 FEET
 EG1578'NORTHWEST OF A MAGNOLIA TREE.  IT IS A STANDARD DISK, STAMPED
 EG1578'HANSELL NO 3 1935, SET IN
 EG1578'A DRILL HOLE IN THE TOP OF THE OLD STEPS AT
 EG1578'THE NORTH EDGE OF THE LAWN.
 EG1578'
 EG1578'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE STATION AT THE NORTHEAST
 EG1578'ANGLE OF JEFFERSON AVE
 EG1578'AND CHURCH (U S HIGHWAY 45W), 32 FEET EAST OF THE
 EG1578'CENTER OF THE HIGHWAY, 75 FEET
 EG1578'NORTH OF THE CENTERLINE OF JEFFERSON
 EG1578'AVE, 11.6 FEET EAST OF THE EAST CURB OF CHURCH
 EG1578'STREET, 29.5 FEET
 EG1578'NORTH OF A 2-FOOT OAK TREE.  IT IS A STANDARD DISK, STAMPED
 EG1578'HANSELL 1935,
 EG1578'SET IN A DRILL HOLE IN THE EAST EDGE OF THE CONCRETE SIDEWALK.
 EG1578'
 EG1578'TO REACH THE STATION FROM THE RAILROAD STATION IN OKOLONA, GO WEST ON
 EG1578'JEFFERSON AVE FOR
 EG1578'0.5 MILE TO THE STATION ON THE LEFT, CONTINUE WEST
 EG1578'FOR 0.1 MILE TO THE INTERSECTION
 EG1578'WITH CHURCH STREET (U S HIGHWAY 45W)
 EG1578'AND THE STATION ON THE RIGHT.
 EG1578
 EG1578                          STATION RECOVERY (1978)
 EG1578
 EG1578'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1578'THE STATION WAS VISITED 8-29-78 AND THE STATION MARK, RM NO 2, RM
 EG1578'NO 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  AS NOTED
 EG1578'IN THE 1963 RECOVERY THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 EG1578'STATION.
 EG1578'
 EG1578'THE STATION IS LOCATED ABOUT 0.2 MILE NORTHWEST OF THE CENTER OF
 EG1578'DOWNTOWN OKOLONA ON THE LAWN OF MRS. N. B. HOLT ABOUT 0.1 EAST OF
 EG1578'U.S. HIGHWAY 45 ALTERNATE NEAR THE CENTER OF THE WEST SIDE OF
 EG1578'SECTION 26, T 12S, R 5E.  IT IS 197 FEET SOUTH OF THE CENTER OF
 EG1578'JEFFERSON AVENUE AT A POINT, 300 FEET WEST OF THE INTERSECTION
 EG1578'OF SCHOOL STREET, 96.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EG1578'WEST WING OF 405 JEFFERSON, 88.5 FEET SOUTHWEST OF THE SOUTHWEST
 EG1578'CORNER OF THE SOUTH WING, 71.5 FEET SOUTHWEST OF THE SOUTHWEST
 EG1578'CORNER OF A BAR-B-Q PIT, 68 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 EG1578'CORNER OF 404 JEFFERSON AVENUE, 50 FEET SOUTHWEST OF A POWER
 EG1578'POLE, 35 FEET SOUTH-SOUTHEAST OF A 3 FOOT TREE, 18.5 FEET
 EG1578'SOUTHEAST OF A 12 INCH PECAN, 2 FEET EAST OF A CYCLONE FENCE
 EG1578'AND IS FLUSH WITH THE GROUND.  IT IS A TRIANGULATION DISK,
 EG1578'STAMPED HANSELL 1935.
 EG1578'
 EG1578'REFERENCE MARK NO 2 IS 107.36 FEET EAST OF THE STATION.  IT IS 162
 EG1578'FEET SOUTH OF THE CENTER OF JEFFERSON AVENUE IN THE CENTER OF A
 EG1578'DRIVEWAY, 58 FEET EAST OF A POWER POLE, 47.7 FEET SOUTH-SOUTHEAST
 EG1578'OF THE SOUTHEAST CORNER OF THE EAST WING OF THE HOLT HOUSE, 40 FEET
 EG1578'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH WING OF THE HOLT
 EG1578'HOUSE, 30 FEET EAST OF THE SOUTHEAST CORNER OF A BAR-G-Q PIT, 13 FEET
 EG1578'NORTHWEST OF THE NORTHEAST CORNER OF A GARAGE AND IS 1 INCH
 EG1578'BELOW THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED HANSELL
 EG1578'NO 2 1935.
 EG1578'
 EG1578'REFERENCE MARK NO 3 IS 158.70 FEET SOUTH OF THE STATION.  IT IS 83
 EG1578'FEET WEST OF THE CENTER OF THE DRIVEWAY TO 405 JEFFERSON, 68 FEET
 EG1578'SOUTHWEST OF A POWER POLE WITH A LAMP, 63 FEET EAST OF THE CENTER
 EG1578'OF THE DRIVEWAY TO 404 JEFFERSON, 53 FEET NORTHWEST OF THE
 EG1578'NORTHWEST CORNER OF THE WEST WING OF THE HOLT RESIDENCE, 46 FEET
 EG1578'WEST OF THE WEST EDGE OF THE WALK LEADING TO THE HOLT RESIDENCE,
 EG1578'32 FEET NORTHWEST OF A 12 INCH MAGNOLIA SET IN A DRILL HOLE IN THE
 EG1578'TOP OF THE WEST END OF THE TOP STEP OF SOME ABANDONED STEPS AT THE
 EG1578'NORTH EDGE OF THE HOLT LAWN.  IT IS A REFERENCE MARK DISK, STAMPED
 EG1578'HANSELL NO 3 1935.
 EG1578'
 EG1578'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE STATION.  IT IS 100.5 FEET
 EG1578'NORTHWEST OF A POWER POLE WITH TRANSFORMERS, A LAMP AND GUY WIRE,
 EG1578'79.5 FEET SOUTH-SOUTHEAST OF A 36 INCH OAK, 75 FEET NORTH OF THE
 EG1578'CENTER OF JEFFERSON AVENUE, 72.5 FEET NORTHEAST OF A POWER POLE WITH
 EG1578'A LAMP, 40 FEET NORTH-NORTHEAST OF BM 45V-335, 31.5 FEET EAST OF
 EG1578'THE CENTER OF HIGHWAY 45, 11 FEET EAST OF THE EAST EDGE OF A CURB
 EG1578'SET IN A DRILL HOLE IN THE EAST EDGE OF A SIDEWALK.  IT IS AN
 EG1578'AZIMUTH MARK DISK, STAMPED HANSELL 1935.
 EG1578'
 EG1578'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 ALTERNATE AND STATE
 EG1578'HIGHWAY 41 IN OKOLONA GO NORTH ON U.S. HIGHWAY 45 ALTERNATE FOR
 EG1578'0.4 MILE TO THE INTERSECTION OF JEFFERSON AVENUE AND THE AZIMUTH
 EG1578'MARK ON THE RIGHT.  TURN RIGHT AND GO EAST ON JEFFERSON AVENUE FOR
 EG1578'0.1 MILE TO THE STATION ON THE RIGHT.
 EG1578'
 EG1578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE NORTHWEST
 EG1578'OF OKOLONA.
 EG1578
 EG1578                          STATION RECOVERY (1981)
 EG1578
 EG1578'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2059 ***********************************************************************
 DJ2059  DESIGNATION -  HARD
 DJ2059  PID         -  DJ2059
 DJ2059  STATE/COUNTY-  MS/GRENADA
 DJ2059  USGS QUAD   -  SCOBEY (1983)
 DJ2059
 DJ2059                         *CURRENT SURVEY CONTROL
 DJ2059  ___________________________________________________________________
 DJ2059* NAD 83(1993)-  33 53 28.09637(N)    089 52 28.81048(W)     ADJUSTED  
 DJ2059* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 DJ2059  ___________________________________________________________________
 DJ2059  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DJ2059  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DJ2059  HORZ ORDER  -  SECOND
 DJ2059
 DJ2059.The horizontal coordinates were established by classical geodetic methods
 DJ2059.and adjusted by the National Geodetic Survey in May 1994.
 DJ2059
 DJ2059.The orthometric height was scaled from a topographic map.
 DJ2059
 DJ2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2059
 DJ2059.The geoid height was determined by GEOID03.
 DJ2059
 DJ2059;                    North         East     Units Scale Factor Converg.
 DJ2059;SPC MS W     -   486,967.374   742,425.582   MT  0.99997218   +0 15 20.7
 DJ2059;SPC MS W     - 1,597,658.79  2,435,774.60   sFT  0.99997218   +0 15 20.7
 DJ2059;UTM  16      - 3,753,806.387   234,149.823   MT  1.00047136   -1 36 14.1
 DJ2059
 DJ2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2059!SPC MS W     -   0.99998405  x   0.99997218  =   0.99995623
 DJ2059!UTM  16      -   0.99998405  x   1.00047136  =   1.00045541
 DJ2059
 DJ2059:                Primary Azimuth Mark                     Grid Az
 DJ2059:SPC MS W     -  HARD AZ MK                               038 33 55.4
 DJ2059:UTM  16      -  HARD AZ MK                               040 25 30.2
 DJ2059
 DJ2059|---------------------------------------------------------------------|
 DJ2059| PID    Reference Object                     Distance      Geod. Az  |
 DJ2059|                                                           dddmmss.s |
 DJ2059| CG1931 HARD AZ MK                                         0384916.1 |
 DJ2059| DJ2062 GRENADA RAD STA WNAG MAST           APPROX.14.0 KM 1513601.9 |
 DJ2059| CG1932 HARD RM 1                            32.851 METERS 15715     |
 DJ2059| DJ2077 DUBARD                              APPROX.13.2 KM 1972755.5 |
 DJ2059| CG1933 HARD RM 2                            36.798 METERS 28053     |
 DJ2059|---------------------------------------------------------------------|
 DJ2059
 DJ2059                          SUPERSEDED SURVEY CONTROL
 DJ2059
 DJ2059  NAD 83(1986)-  33 53 28.10756(N)    089 52 28.80754(W) AD(       ) 2
 DJ2059  NAD 27      -  33 53 27.69980(N)    089 52 28.48870(W) AD(       ) 2
 DJ2059
 DJ2059.Superseded values are not recommended for survey control.
 DJ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2059.See file dsdata.txt to determine how the superseded data were derived.
 DJ2059
 DJ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3415053806(NAD 83)
 DJ2059_MARKER: DS = TRIANGULATION STATION DISK
 DJ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2059+STABILITY: SURFACE MOTION
 DJ2059
 DJ2059  HISTORY     - Date     Condition        Report By
 DJ2059  HISTORY     - 1957     MONUMENTED       CGS
 DJ2059  HISTORY     - 1973     GOOD             MSHD
 DJ2059  HISTORY     - 19810301 GOOD             MSSU
 DJ2059  HISTORY     - 1985     GOOD             MSSU
 DJ2059
 DJ2059                          STATION DESCRIPTION
 DJ2059
 DJ2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2059'STATION IS APPROXIMATELY 8.5 MILES NORTH-NORTHWEST OF GRENADA,
 DJ2059'2.7 MILES WEST-NORTHWEST OF HARDY, 0.8 MILE WEST OF U.S. HIGHWAY
 DJ2059'51, AT THE EAST EDGE OF SECTION 4, R. 4 E., T. 23 N., AND ON
 DJ2059'PROPERTY OWNED BY MR. CHARLES KENWRIGHT.
 DJ2059'
 DJ2059'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 DJ2059'7 WHICH IS 6.0 MILES NORTH OF GRENADA, GO NORTH ON U.S. HIGHWAY
 DJ2059'51 FOR 2.8 MILES TO A CROSSROAD AT THE YALOBUSHA-GRENADA COUNTY
 DJ2059'LINE, TURN LEFT AND GO WESTERLY ON GRAVEL ROAD FOR 0.5 MILE
 DJ2059'TO A WOODEN GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 DJ2059'CONTINUE WESTERLY ON GRAVEL ROAD FOR 0.3 MILE TO A GATE AND
 DJ2059'A TRACK ROAD ON THE LEFT, PASS THROUGH GATE AND GO
 DJ2059'SOUTHEASTERLY FOR APPROXIMATELY 200 FEET TO THE SUMMIT OF THE
 DJ2059'HILL AND THE STATION.
 DJ2059'
 DJ2059'STATION MARKS ARE STANDARD DISKS STAMPED HARD 1957.  THE SURFACE
 DJ2059'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DJ2059'IT IS 202 FEET SOUTHEAST OF A WIRE GATE, 116 FEET EAST-SOUTHEAST
 DJ2059'OF A TRACK ROAD FORK, 113 FEET SOUTH OF A FENCE LINE, 80 FEET
 DJ2059'WEST OF A FENCE LINE AND 8 FEET NORTH OF THE CENTER OF A TRACK
 DJ2059'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 DJ2059'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD
 DJ2059'WITNESS POST WAS SET 4 FEET NORTH OF THE MARK.
 DJ2059'
 DJ2059'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARD NO 1 1957,
 DJ2059'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DJ2059'IT IS 32 FEET WEST OF A FENCE LINE AND 10 FEET EAST OF THE CENTER
 DJ2059'OF A TRACK ROAD.
 DJ2059'
 DJ2059'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARD NO 2 1957,
 DJ2059'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DJ2059'IT IS 93 FEET SOUTH OF THE CENTER OF GATE AND 13 FEET WEST OF THE
 DJ2059'CENTER OF A TRACK ROAD.
 DJ2059'
 DJ2059'AZIMUTH MARK, A STANDARD DISK STAMPED HARD 1957, IS SET IN A
 DJ2059'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37 FEET
 DJ2059'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET SOUTHWEST OF
 DJ2059'A FENCE CORNER AND 1 FOOT NORTHWEST OF A FENCE LINE.  A
 DJ2059'STANDARD WITNESS POST WAS SET 2 FEET NORTHEAST OF THE MARK.
 DJ2059'
 DJ2059'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DJ2059
 DJ2059                          STATION RECOVERY (1973)
 DJ2059
 DJ2059'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2059'THE STATION WAS VISITED 5-29-73 AND ALL MARKS WERE FOUND IN GOOD
 DJ2059'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 DJ2059'
 DJ2059'THE STATION IS LOCATED 8.5 MILES NW OF GRENADA, 3.6 MILES SOUTH OF
 DJ2059'SCOBEY, 2.7 MILES WNW OF HARDY, 0.45 MILE SOUTH OF THE
 DJ2059'GRENADA-YALOBUSHA COUNTY LINE IN THE SE 1/4 OF THE NE 1/4 OF
 DJ2059'SECTION 14, T 23N, R 4W.  IT IS 167 FEET SOUTH OF THE CENTER OF A
 DJ2059'BLACK TOP ROAD, 82 FEET ENE OF THE CENTER OF A TRACK ROAD, 108
 DJ2059'FEET SOUTH OF A FENCE, 80 FEET WEST OF ANOTHER, FENCE, 18 FEET SSE OF
 DJ2059'A 9 INCH TWIN PINE, 39 FEET WEST OF A 10 INCH OAK AND 1 FOOT
 DJ2059'NORTH OF A METAL WITNESS POST.
 DJ2059'
 DJ2059'IT IS A TRIANGULATION DISK, STAMPED HARD 1957 PROJECTING 4 INCHES.
 DJ2059'
 DJ2059'REFERENCE MARK NO 1 IS 107.78 FEET SSE OF THE STATION.  IT IS 32 FEET
 DJ2059'WEST OF A FENCE, 14 FEET NE OF A 12 INCH OAK, 18 FEET SW OF A 10
 DJ2059'INCH OAK, 5 FEET NE OF A 7 INCH TWIN OAK, AND 1 FOOT NW OF A METAL
 DJ2059'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED HARD NO 1 1957
 DJ2059'PROJECTING 6 INCHES.
 DJ2059'
 DJ2059'REFERENCE MARK NO 2 IS 120.72 FEET WNW OF THE STATION.  IT IS 121
 DJ2059'FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 13 FEET WEST OF THE
 DJ2059'CENTER OF A TRACK ROAD, 74 FEET SOUTH OF A FENCE AND 1 FOOT NORTH
 DJ2059'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED HARD
 DJ2059'NO 2 1957 PROJECTING 5 INCHES.
 DJ2059'
 DJ2059'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION.  IT IS 38 FEET SE OF
 DJ2059'THE CENTER OF A BLACK TOP ROAD LEADING INTO A PASTURE, 136 FEET
 DJ2059'SOUTH OF A POWER POLE WITH A GUY WIRE, 3.5 FEET WEST OF AN ANGLE IN
 DJ2059'THE FENCE, 2 FEET NW OF A FENCE AND 1 FOOT NE OF A METAL WITNESS
 DJ2059'POST.  IT IS AN AZIMUTH MARK DISK, STAMPED HARD 1957 PROJECTING 4
 DJ2059'INCHES.
 DJ2059'
 DJ2059'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 8 AND
 DJ2059'U.S. HIGHWAY 51 IN GRENADA GO NORTH ON U.S. HIGHWAY 51 FOR 4.3 MILES
 DJ2059'TO THE CROSSING OF I-55.  CONTINUE NORTH ON U.S. HIGHWAY 51 FOR 2.7
 DJ2059'MILES TO THE JUNCTION OF STATE HIGHWAY 7.  CONTINUE NORTH ON U.S.
 DJ2059'HIGHWAY 51 FOR 2.9 MILES TO A CROSSROAD JUST BEFORE REACHING THE
 DJ2059'COUNTY LINE.  TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 0.55
 DJ2059'MILE TO THE AZIMUTH ON THE LEFT JUST BEFORE REACHING A TRACK
 DJ2059'ROAD.  CONTINUE SW ON A BLACK TOP ROAD FOR 0.3 MILE TO THE STATION
 DJ2059'ON THE LEFT JUST BEFORE REACHING A TRACK ROAD.
 DJ2059'
 DJ2059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES NW
 DJ2059'OF GRENADA.
 DJ2059
 DJ2059                          STATION RECOVERY (1981)
 DJ2059
 DJ2059'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ2059'RECOVERED IN GOOD CONDITION.
 DJ2059
 DJ2059                          STATION RECOVERY (1985)
 DJ2059
 DJ2059'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (DR)
 DJ2059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1260 ***********************************************************************
 CO1260  DESIGNATION -  HARDAWAY
 CO1260  PID         -  CO1260
 CO1260  STATE/COUNTY-  MS/CLARKE
 CO1260  USGS QUAD   -  STONEWALL (1983)
 CO1260
 CO1260                         *CURRENT SURVEY CONTROL
 CO1260  ___________________________________________________________________
 CO1260* NAD 83(1993)-  32 12 16.57131(N)    088 48 09.16277(W)     ADJUSTED  
 CO1260* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CO1260  ___________________________________________________________________
 CO1260  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CO1260  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CO1260  HORZ ORDER  -  THIRD
 CO1260
 CO1260.The horizontal coordinates were established by classical geodetic methods
 CO1260.and adjusted by the National Geodetic Survey in May 1994.
 CO1260
 CO1260.The orthometric height was scaled from a topographic map.
 CO1260
 CO1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1260
 CO1260.The geoid height was determined by GEOID03.
 CO1260
 CO1260;                    North         East     Units Scale Factor Converg.
 CO1260;SPC MS E     -   299,836.737   302,902.642   MT  0.99995010   +0 00 59.1
 CO1260;SPC MS E     -   983,714.36    993,773.08   sFT  0.99995010   +0 00 59.1
 CO1260;UTM  16      - 3,564,539.328   330,106.944   MT  0.99995596   -0 57 39.2
 CO1260
 CO1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1260!SPC MS E     -   0.99998783  x   0.99995010  =   0.99993793
 CO1260!UTM  16      -   0.99998783  x   0.99995596  =   0.99994379
 CO1260
 CO1260|---------------------------------------------------------------------|
 CO1260| PID    Reference Object                     Distance      Geod. Az  |
 CO1260|                                                           dddmmss.s |
 CO1260| CO1631 HARDAWAY RM 1                        11.151 METERS 10730     |
 CO1260| CO1633 HARDAWAY AZ MK                                     1905427.7 |
 CO1260| CO1265 ENTERPRISE LOOKOUT TOWER            APPROX. 9.5 KM 2113122.5 |
 CO1260| CO1632 HARDAWAY RM 2                        14.308 METERS 24015     |
 CO1260|---------------------------------------------------------------------|
 CO1260
 CO1260                          SUPERSEDED SURVEY CONTROL
 CO1260
 CO1260  NAD 83(1993)-  32 12 16.58180(N)    088 48 09.16394(W) AD(       ) 3
 CO1260  NAD 83(1986)-  32 12 16.58423(N)    088 48 09.16504(W) AD(       ) 3
 CO1260  NAD 27      -  32 12 16.05300(N)    088 48 08.99200(W) AD(       ) 3
 CO1260
 CO1260.Superseded values are not recommended for survey control.
 CO1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1260.See file dsdata.txt to determine how the superseded data were derived.
 CO1260
 CO1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA3010764539(NAD 83)
 CO1260_MARKER: DS = TRIANGULATION STATION DISK
 CO1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1260_SP_SET: CONCRETE POST
 CO1260_STAMPING: HARDWAY 1956
 CO1260_MARK LOGO: CGS   
 CO1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1260+STABILITY: SURFACE MOTION
 CO1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1260+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1990
 CO1260
 CO1260  HISTORY     - Date     Condition        Report By
 CO1260  HISTORY     - 1956     MONUMENTED       CGS
 CO1260  HISTORY     - 1956     GOOD             CGS
 CO1260  HISTORY     - 1964     GOOD             MSHD
 CO1260  HISTORY     - 19900522 GOOD             MSHD
 CO1260
 CO1260                          STATION DESCRIPTION
 CO1260
 CO1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1260'STATION IS LOCATED IN A WOODED AREA ABOUT 11-1/2 MILES SOUTH
 CO1260'SOUTHWEST OF MERIDIAN, 2-1/2 MILES NORTH NORTHEAST OF ENTERPRISE,
 CO1260'0.2 MILE WEST OF U.S. HIGHWAY 11 AND IS ON PROPERTY OWNED BY MR.
 CO1260'M. HARDAWAY.  IT IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CO1260'A FRAME HOUSE, 45 FEET SOUTH OF A POWER LINE POLE AND 17 FEET
 CO1260'NORTHWEST OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 2
 CO1260'INCHES AND THE DISK IS STAMPED HARDAWAY 1956.
 CO1260'
 CO1260'REFERENCE MARK NO. 1 IS 15 FEET SOUTHEAST OF THE CENTER OF THE
 CO1260'DIRT ROAD AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS FLUSH
 CO1260'AND THE DISK IS STAMPED HARDAWAY NO 1 1956.
 CO1260'
 CO1260'REFERENCE MARK NO. 2 IS 15 FEET NORTHWEST OF THE CENTER OF THE
 CO1260'DIRT ROAD AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 CO1260'IS FLUSH AND THE DISK IS STAMPED HARDAWAY NO 2 1956.
 CO1260'
 CO1260'AZIMUTH MARK IS 12 FEET WEST OF THE CENTER OF A DIRT ROAD, 2 FEET
 CO1260'EAST OF A POWER LINE POLE AND 2 FEET SOUTHEAST OF A WHITE WITNESS
 CO1260'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARDAWAY 1956.
 CO1260'
 CO1260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 513 AND
 CO1260'U.S. HIGHWAY 11 IN ENTERPRISE, GO NORTHEAST ON HIGHWAY 11 FOR 3.3
 CO1260'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON DIRT ROAD FOR
 CO1260'0.2 MILE TO A T-ROAD, TURN LEFT AND GO SOUTHERLY ON NARROW DIRT
 CO1260'ROAD FOR 0.25 MILE TO A FRAME HOUSE ON THE RIGHT AND THE STATION
 CO1260'AS DESCRIBED.
 CO1260'
 CO1260'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON NARROW
 CO1260'DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 CO1260'DESCRIBED.
 CO1260'
 CO1260'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CO1260
 CO1260                          STATION RECOVERY (1956)
 CO1260
 CO1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1260'RECOVERED IN GOOD CONDITION.
 CO1260
 CO1260                          STATION RECOVERY (1964)
 CO1260
 CO1260'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1260'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN
 CO1260'GOOD CONDITION.
 CO1260'
 CO1260'THE DESCRIPTION IS ADEQUATE.
 CO1260'
 CO1260'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTHEAST OF THE STATION AND
 CO1260'THE AZIMUTH MARK.
 CO1260
 CO1260                          STATION RECOVERY (1990)
 CO1260
 CO1260'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1260'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF ENTERPRISE,
 CO1260'ON THE NORTHEAST SIDE OF A BLADED ROAD, 11.5 MI (18.5 KM) SOUTHWEST
 CO1260'OF MERIDIAN AND IS IN SECTION 7, T 4N, R 15E.
 CO1260'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 513 IN
 CO1260'ENTERPRISE, GO NORTH ON U.S. HIGHWAY 11 FOR 3.5 MI (5.6 KM) TO A SIDE
 CO1260'ROAD LEFT, TURN LEFT AND GO WEST ON COUNTY ROAD NUMBER 376 FOR 0.2 MI
 CO1260'(0.3 KM) TO A T INTERSECTION, TURN LEFT AND GO SOUTHWEST ON A
 CO1260'NARROW GRAVEL ROAD FOR 0.3 MI (0.5 KM) TO A BLADED ROAD AND THE MARK
 CO1260'ON THE LEFT.
 CO1260'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1260'FLUSH WITH THE GROUND, 150.0 FT (45.7 M) SOUTHWEST OF THE SOUTHWEST
 CO1260'CORNER OF A FRAME HOUSE, 132.0 FT (40.2 M) WEST OF A 30 INCH OAK,
 CO1260'63.0 FT (19.2 M) SOUTHWEST OF THE CENTER OF THE MAIN ROAD, 45.0 FT
 CO1260'(13.7 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A GUY
 CO1260'WIRE, 41.0 FT (12.5 M) SOUTHWEST OF A 24 INCH OAK, 6.0 FT (1.8 M)
 CO1260'NORTHWEST OF OF THE CENTER OF A BLADED ROAD AND 1.5 FT (0.5 M)
 CO1260'SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0940 ***********************************************************************
 CP0940  DESIGNATION -  HARDEE
 CP0940  PID         -  CP0940
 CP0940  STATE/COUNTY-  MS/ISSAQUENA
 CP0940  USGS QUAD   -  FLOWEREE (1988)
 CP0940
 CP0940                         *CURRENT SURVEY CONTROL
 CP0940  ___________________________________________________________________
 CP0940* NAD 83(1993)-  32 35 33.82940(N)    090 51 14.68846(W)     ADJUSTED  
 CP0940* NAVD 88     -        34.467  (meters)     113.08   (feet)  ADJUSTED  
 CP0940  ___________________________________________________________________
 CP0940  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CP0940  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0940  DYNAMIC HT  -          34.428 (meters)     112.95  (feet)  COMP
 CP0940  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CP0940
 CP0940  HORZ ORDER  -  FIRST
 CP0940  VERT ORDER  -  FIRST     CLASS II
 CP0940
 CP0940.The horizontal coordinates were established by classical geodetic methods
 CP0940.and adjusted by the National Geodetic Survey in May 1994.
 CP0940
 CP0940.The orthometric height was determined by differential leveling
 CP0940.and adjusted in July 1994.
 CP0940
 CP0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0940
 CP0940.The geoid height was determined by GEOID03.
 CP0940
 CP0940.The dynamic height is computed by dividing the NAVD 88
 CP0940.geopotential number by the normal gravity value computed on the
 CP0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0940.degrees latitude (g = 980.6199 gals.).
 CP0940
 CP0940.The modeled gravity was interpolated from observed gravity values.
 CP0940
 CP0940;                    North         East     Units Scale Factor Converg.
 CP0940;SPC MS W     -   342,994.748   651,114.345   MT  0.99997946   -0 16 49.8
 CP0940;SPC MS W     - 1,125,308.60  2,136,197.65   sFT  0.99997946   -0 16 49.8
 CP0940;UTM  15      - 3,608,170.635   701,398.725   MT  1.00010019   +1 09 22.7
 CP0940
 CP0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0940!SPC MS W     -   0.99999876  x   0.99997946  =   0.99997822
 CP0940!UTM  15      -   0.99999876  x   1.00010019  =   1.00009895
 CP0940
 CP0940:                Primary Azimuth Mark                     Grid Az
 CP0940:SPC MS W     -  HARDEE AZ MK                             019 51 31.0
 CP0940:UTM  15      -  HARDEE AZ MK                             018 25 18.5
 CP0940
 CP0940|---------------------------------------------------------------------|
 CP0940| PID    Reference Object                     Distance      Geod. Az  |
 CP0940|                                                           dddmmss.s |
 CP0940| CP0942 HARDEE AZ MK                                       0193441.2 |
 CP0940| CP0941 HARDEE RM 1                          48.387 METERS 07112     |
 CP0940| CY3733 HARDEE RM 2                          46.272 METERS 16452     |
 CP0940| CP0927 W 55                                               1741140.8 |
 CP0940|---------------------------------------------------------------------|
 CP0940
 CP0940                          SUPERSEDED SURVEY CONTROL
 CP0940
 CP0940  NAD 83(1986)-  32 35 33.84222(N)    090 51 14.68362(W) AD(       ) 1
 CP0940  NAD 27      -  32 35 33.34990(N)    090 51 14.31540(W) AD(       ) 1
 CP0940  NAVD 88 (06/15/91)   34.463  (m)          113.07   (f) UNKNOWN     1 2
 CP0940  NGVD 29 (??/??/92)   34.504  (m)          113.20   (f) ADJ UNCH    1 2
 CP0940
 CP0940.Superseded values are not recommended for survey control.
 CP0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0940.See file dsdata.txt to determine how the superseded data were derived.
 CP0940
 CP0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0139908171(NAD 83)
 CP0940_MARKER: DS = TRIANGULATION STATION DISK
 CP0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0940_SP_SET: CONCRETE POST
 CP0940_STAMPING: HARDEE 1958
 CP0940_MARK LOGO: CGS   
 CP0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0940+STABILITY: SURFACE MOTION
 CP0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0940+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 CP0940
 CP0940  HISTORY     - Date     Condition        Report By
 CP0940  HISTORY     - 1958     MONUMENTED       CGS
 CP0940  HISTORY     - 1965     GOOD             CGS
 CP0940  HISTORY     - 1973     GOOD             NGS
 CP0940  HISTORY     - 1973     GOOD             NGS
 CP0940  HISTORY     - 19920130 GOOD             NGS
 CP0940  HISTORY     - 20030316 GOOD             INDIV
 CP0940
 CP0940                          STATION DESCRIPTION
 CP0940
 CP0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP0940'THE STATION IS ABOUT 3-1/4 MILES SOUTH-SOUTHEAST OF VALLEY PARK,
 CP0940'1-1/4 MILES NORTH-NORTHEAST OF A JOG IN THE ISSAQUENA-WARREN
 CP0940'COUNTY LINE AND 0.15 MILE WEST OF DEER CREEK.  IT IS
 CP0940'ON THE TOP-CENTER OF AN INDIAN MOUND WHICH IS ABOUT 15 FEET
 CP0940'ABOVE THE GROUND SURFACE AND ON THE WEST SIDE OF U.S. HIGHWAY
 CP0940'61.  IT IS IN THE CENTRAL PART OF SECTION 30, T 9 N, R 6 W.
 CP0940'
 CP0940'TO REACH THE STATION FROM THE RAILROAD DEPOT (WEST SIDE OF
 CP0940'HIGHWAY 61) IN VALLEY PARK, GO SOUTH ON U.S. HIGHWAY 61 FOR
 CP0940'2.5 MILES TO A DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT,
 CP0940'CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE TO THE STATION
 CP0940'ON THE RIGHT.
 CP0940'
 CP0940'THE STATION MARKS ARE STANDARD DISKS, STAMPED HARDEE 1958.
 CP0940'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP0940'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 374 FEET
 CP0940'EAST OF THE EAST RAIL OF RAILROAD TRACK, 162 FEET SOUTHWEST OF
 CP0940'TELEPHONE LINE POLE NUMBER 2, 205 FEET WEST OF THE CENTER OF
 CP0940'HIGHWAY 61 AND 112 FEET WEST OF NORTHWEST CORNER OF FRAME HOUSE.
 CP0940'A WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.  THE
 CP0940'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP0940'38 INCHES BELOW THE GROUND SURFACE.
 CP0940'
 CP0940'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARDEE NO 1 1958,
 CP0940'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP0940'6 INCHES.  IT IS 78 FEET NORTH OF NORTHEAST CORNER OF THE
 CP0940'FRAME HOUSE, 62 FEET WEST OF THE CENTER OF HIGHWAY 61, 41 FEET
 CP0940'NORTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF
 CP0940'A TELEPHONE LINE POLE.
 CP0940'
 CP0940'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARDEE NO 2 1958,
 CP0940'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP0940'5 INCHES.  IT IS 137 FEET WEST OF THE CENTER OF HIGHWAY 61,
 CP0940'114 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF THE FRAME HOUSE,
 CP0940'108 FEET SOUTHWEST OF A POWERLINE POLE AND IN A NORTH-SOUTH
 CP0940'FENCE.
 CP0940'
 CP0940'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HARDEE 1958,
 CP0940'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 CP0940'5 INCHES.  IT IS 116 FEET EAST OF THE CENTER OF HIGHWAY 61,
 CP0940'115 FEET WEST OF THE SOUTHWEST CORNER OF YARD FENCE, 114 FEET
 CP0940'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 68 FEET SOUTH OF THE
 CP0940'CENTER OF DRIVEWAY AND 2 FEET WEST-SOUTHWEST OF A POWERLINE
 CP0940'POLE.  A WHITE WITNESS POST WAS SET 2 FEET NORTHWEST OF THE
 CP0940'MARK.  IT IS IN THE NORTHWEST CORNER OF A CULTIVATED FIELD.
 CP0940'
 CP0940'BENCH MARK W 55 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 CP0940'MARK DISK, STAMPED W 55 1935.  IT IS SET IN THE TOP OF A 9 INCH
 CP0940'SQUARE, CONCRETE POST PROJECTING 3 INCHES, 166 FEET SOUTHWEST
 CP0940'OF THE CENTER OF U.S. HIGHWAY 61, 67 FEET WEST OF A POWERLINE
 CP0940'POLE, 45 FEET EAST-NORTHEAST OF THE EAST RAIL OF RAILROAD TRACKS,
 CP0940'26 FEET NORTH-NORTHWEST OF THE TRACK ROAD CENTER AND SET
 CP0940'DIRECTLY BELOW TELEPHONE LINES.
 CP0940'
 CP0940'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP0940
 CP0940                          STATION RECOVERY (1965)
 CP0940
 CP0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP0940'STATION, REFERENCE MARKS NO. 1 AND 2, AZIMUTH MARK AND BENCH
 CP0940'MARK W 55 1935 WERE RECOVERED AS DESCRIBED IN 1958 DESCRIPTION
 CP0940'AND ALL MARKS ARE IN GOOD CONDITION.  A CHECK WAS MADE OF THE
 CP0940'DISTANCE AND DIRECTION TO THE MARKS AND A CONSIDERABLE DIFFERENCE
 CP0940'FOUND IN THE DISTANCE TO BOTH REFERENCE MARKS, HOWEVER, THE
 CP0940'DIRECTION MATCHED THE 1958 OBSERVATIONS.
 CP0940'
 CP0940'THE LOCATION OF THE STATION IS ADEQUATE BUT A NEW TO REACH
 CP0940'DESCRIPTION FOLLOWS--
 CP0940'
 CP0940'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 61 AND STATE
 CP0940'HIGHWAY NO. 3 WHICH IS ABOUT 10 MILES NORTH OF VICKSBURG, GO
 CP0940'NORTH ON U.S. HIGHWAY NO. 61 FOR 0.65 MILE TO THE BRIDGE
 CP0940'OVER THE YAZOO RIVER.  CONTINUE NORTHERLY ON U.S. HIGHWAY
 CP0940'61 FOR 7.3 MILES TO A SIDE ROAD LEFT.  (TURN LEFT AND GO WEST
 CP0940'ON A DIRT ROAD FOR 0.05 MILE TO BENCH MARK W 55 1935 ON RIGHT
 CP0940'AT THE BASE OF THE RAILROAD BED).  CONTINUE NORTHERLY ON U.S.
 CP0940'HIGHWAY NO. 61 FOR 0.25 MILE TO A SMALL HOUSE ON LEFT (WEST)
 CP0940'SIDE OF HIGHWAY AND THE STATION ON A LARGE INDIAN MOUND WHICH
 CP0940'IS JUST BACK OF THE HOUSE.
 CP0940'
 CP0940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 CP0940'U.S. HIGHWAY NO. 61 FOR 0.3 MILE TO A POWERLINE POLE ON RIGHT
 CP0940'AND AZIMUTH MARK AT THE BASE OF THE HIGHWAY FILL.
 CP0940'
 CP0940'HEIGHT OF LIGHT ABOVE STATION MARK 113.58 FEET.
 CP0940
 CP0940                          STATION RECOVERY (1973)
 CP0940
 CP0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 CP0940'THE STATION, RM 1, RM 3, AND AZIMUTH MARK WAS RECOVERED IN GOOD
 CP0940'CONDITION.  RM 2 WAS NOT RECOVERED, BENCH MARK W 55 WAS
 CP0940'RECOVERED IN FAIR CONDITION, THE MARK IS CHIPPED ON ALL SIDES
 CP0940'AND THE DISK IS LEANING SLIGHTLY TO THE EAST.
 CP0940'
 CP0940'THE ORIGINAL DESCRIPTION--TO REACH, IS ADEQUATE AS DESCRIBED
 CP0940'IN QUAD 320904 STATION 1007 DATED JULY 1960.
 CP0940'
 CP0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4
 CP0940'MILES SOUTH-SOUTHWEST OF VALLEY PARK.
 CP0940
 CP0940                          STATION RECOVERY (1973)
 CP0940
 CP0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CP0940'3.25 MI S FROM VALLEY PARK.
 CP0940'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0940'GROCERY STORE AT VALLEY PARK, ON TOP AND NEAR CENTER OF AN INDIAN
 CP0940'MOUND, 374 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 CP0940'RAILROAD, 205 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 61, 112 FEET
 CP0940'WEST OF THE NORTHWEST CORNER OF A SHACK FRAME HOUSE, 207 FEET
 CP0940'NORTHWEST OF A 48-INCH PECAN TREE, 65 FEET SOUTH OF A CROOKED 30-INCH
 CP0940'WILLOW TREE, 208.06 FEET NORTH-NORTHWEST OF HARDEE NO. 3, 159.44 FEET
 CP0940'SOUTHWEST OF HARDEE NO. 1, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT
 CP0940'20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 CP0940'POST FLUSH WITH THE GROUND.  SEC 30, T 9N, R 6W.
 CP0940
 CP0940                          STATION RECOVERY (1992)
 CP0940
 CP0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0940'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0940'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0940'(CLAY STREET) IN VICKSBURG, THENCE 20.2 KM (12.55 MI) NORTHERLY ALONG
 CP0940'U.S. HIGHWAY 61, 63.5 M (208.3 FT) NORTH OF REFERENCE MARK 3, 62.6 M
 CP0940'(205.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 CP0940'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 CP0940'ON THE HIGHEST POINT OF AN INDIAN BURIAL MOUND, AND THE MONUMENT IS
 CP0940'FLUSH WITH THE GROUND SURFACE.
 CP0940
 CP0940                          STATION RECOVERY (2003)
 CP0940
 CP0940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RM)
 CP0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0942 ***********************************************************************
 CP0942  DESIGNATION -  HARDEE AZ MK
 CP0942  PID         -  CP0942
 CP0942  STATE/COUNTY-  MS/ISSAQUENA
 CP0942  USGS QUAD   -  FLOWEREE (1988)
 CP0942
 CP0942                         *CURRENT SURVEY CONTROL
 CP0942  ___________________________________________________________________
 CP0942* NAD 83(1986)-  32 35 52.     (N)    090 51 04.     (W)     SCALED    
 CP0942* NAVD 88     -        29.541  (meters)      96.92   (feet)  ADJUSTED  
 CP0942  ___________________________________________________________________
 CP0942  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0942  DYNAMIC HT  -          29.508 (meters)      96.81  (feet)  COMP
 CP0942  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CP0942
 CP0942  VERT ORDER  -  FIRST     CLASS II
 CP0942
 CP0942.The horizontal coordinates were scaled from a topographic map and have
 CP0942.an estimated accuracy of +/- 6 seconds.
 CP0942
 CP0942.The orthometric height was determined by differential leveling
 CP0942.and adjusted in June 1991.
 CP0942
 CP0942.The geoid height was determined by GEOID03.
 CP0942
 CP0942.The dynamic height is computed by dividing the NAVD 88
 CP0942.geopotential number by the normal gravity value computed on the
 CP0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0942.degrees latitude (g = 980.6199 gals.).
 CP0942
 CP0942.The modeled gravity was interpolated from observed gravity values.
 CP0942
 CP0942;                    North         East    Units  Estimated Accuracy
 CP0942;SPC MS W     -   343,550.      651,400.      MT  (+/- 180 meters Scaled)
 CP0942
 CP0942                          SUPERSEDED SURVEY CONTROL
 CP0942
 CP0942  NGVD 29 (??/??/92)   29.580  (m)           97.05   (f) ADJ UNCH    1 2
 CP0942
 CP0942.Superseded values are not recommended for survey control.
 CP0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0942.See file dsdata.txt to determine how the superseded data were derived.
 CP0942
 CP0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS016087(NAD 83)
 CP0942_MARKER: DZ = AZIMUTH MARK DISK
 CP0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0942_SP_SET: CONCRETE POST
 CP0942_STAMPING: HARDEE 1958
 CP0942_MARK LOGO: CGS   
 CP0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0942+STABILITY: SURFACE MOTION
 CP0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0942+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0942
 CP0942  HISTORY     - Date     Condition        Report By
 CP0942  HISTORY     - 1958     MONUMENTED       CGS
 CP0942  HISTORY     - 1973     GOOD             NGS
 CP0942  HISTORY     - 19920130 GOOD             NGS
 CP0942
 CP0942                          STATION DESCRIPTION
 CP0942
 CP0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0942'2.9 MI S FROM VALLEY PARK.
 CP0942'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0942'GROCERY STORE AT VALLEY PARK, 115.5 FEET EAST OF THE CENTERLINE OF THE
 CP0942'HIGHWAY, ABOUT 0.2 MILE SOUTH OF A CONCRETE HIGHWAY BRIDGE, ABOUT 0.1
 CP0942'MILE WEST OF A LIGHT CREAM COLORED RANCH TYPE BRICK HOUSE, 66 FEET
 CP0942'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 21 FEET NORTHEAST OF AN
 CP0942'UNDERGROUND TELEPHONE CABLE CANNISTER P 310, 2 FEET SOUTHWEST OF A
 CP0942'POWER POLE, 0.35 MILE NORTH OF HARDEE 1958 TRI. STATION, 1 FOOT EAST
 CP0942'OF A METAL WITNESS POST, 7 FEET BELOW LEVEL OF THE HIGHWAY AND SET IN
 CP0942'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.  SEC 30, T 9N, R 6W.
 CP0942
 CP0942                          STATION RECOVERY (1992)
 CP0942
 CP0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0942'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0942'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0942'(CLAY STREET) IN VICKSBURG, THENCE 20.8 KM (12.90 MI) NORTHERLY ALONG
 CP0942'U.S. HIGHWAY 61, 35.2 M (115.5 FT) EAST OF THE CENTERLINE OF THE
 CP0942'HIGHWAY, 19.8 M (65.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 6.2 M
 CP0942'(20.3 FT) NORTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 310, 2.0
 CP0942'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT)
 CP0942'WEST-SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE, 0.5 M (1.6 FT)
 CP0942'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CP0942'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0941 ***********************************************************************
 CP0941  DESIGNATION -  HARDEE RM 1
 CP0941  PID         -  CP0941
 CP0941  STATE/COUNTY-  MS/ISSAQUENA
 CP0941  USGS QUAD   -  FLOWEREE (1988)
 CP0941
 CP0941                         *CURRENT SURVEY CONTROL
 CP0941  ___________________________________________________________________
 CP0941* NAD 83(1986)-  32 35 33.     (N)    090 51 14.     (W)     SCALED    
 CP0941* NAVD 88     -        29.814  (meters)      97.81   (feet)  ADJUSTED  
 CP0941  ___________________________________________________________________
 CP0941  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0941  DYNAMIC HT  -          29.780 (meters)      97.70  (feet)  COMP
 CP0941  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CP0941
 CP0941  VERT ORDER  -  FIRST     CLASS I
 CP0941
 CP0941.The horizontal coordinates were scaled from a topographic map and have
 CP0941.an estimated accuracy of +/- 6 seconds.
 CP0941
 CP0941.The orthometric height was determined by differential leveling
 CP0941.and adjusted in June 1991.
 CP0941
 CP0941.The geoid height was determined by GEOID03.
 CP0941
 CP0941.The dynamic height is computed by dividing the NAVD 88
 CP0941.geopotential number by the normal gravity value computed on the
 CP0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0941.degrees latitude (g = 980.6199 gals.).
 CP0941
 CP0941.The modeled gravity was interpolated from observed gravity values.
 CP0941
 CP0941;                    North         East    Units  Estimated Accuracy
 CP0941;SPC MS W     -   342,970.      651,130.      MT  (+/- 180 meters Scaled)
 CP0941
 CP0941                          SUPERSEDED SURVEY CONTROL
 CP0941
 CP0941  NGVD 29 (??/??/92)   29.854  (m)           97.95   (f) ADJ UNCH    1 1
 CP0941
 CP0941.Superseded values are not recommended for survey control.
 CP0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0941.See file dsdata.txt to determine how the superseded data were derived.
 CP0941
 CP0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS014081(NAD 83)
 CP0941_MARKER: DR = REFERENCE MARK DISK
 CP0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0941_STAMPING: HARDEE NO 1 1958
 CP0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0941+STABILITY: SURFACE MOTION
 CP0941
 CP0941  HISTORY     - Date     Condition        Report By
 CP0941  HISTORY     - 1958     MONUMENTED       CGS
 CP0941  HISTORY     - 1973     GOOD             NGS
 CP0941  HISTORY     - 19920130 MARK NOT FOUND   NGS
 CP0941
 CP0941                          STATION DESCRIPTION
 CP0941
 CP0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0941'3.25 MI S FROM VALLEY PARK.
 CP0941'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0941'GROCERY STORE AT VALLEY PARK, 159.44 FEET NORTHEAST OF HARDEE 1958
 CP0941'TRIANGULATION STATION ON TOP OF AN INDIAN MOUND, 248 FEET NORTH OF
 CP0941'HARDEE NO 3, 62 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 79 FEET
 CP0941'NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 65 FEET NORTH OF THE
 CP0941'CENTERLINE OF A DIRT DRIVEWAY, 1 FOOT NORTH OF A METAL WITNESS POST, 4
 CP0941'FEET BELOW LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CP0941'PROJECTING 4-INCHES.  SEC 30, T 9N, R 6W.
 CP0941
 CP0941                          STATION RECOVERY (1992)
 CP0941
 CP0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0941'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0939 ***********************************************************************
 CP0939  DESIGNATION -  HARDEE RM 3
 CP0939  PID         -  CP0939
 CP0939  STATE/COUNTY-  MS/ISSAQUENA
 CP0939  USGS QUAD   -  FLOWEREE (1988)
 CP0939
 CP0939                         *CURRENT SURVEY CONTROL
 CP0939  ___________________________________________________________________
 CP0939* NAD 83(1986)-  32 35 33.     (N)    090 51 14.     (W)     SCALED    
 CP0939* NAVD 88     -        29.839  (meters)      97.90   (feet)  ADJUSTED  
 CP0939  ___________________________________________________________________
 CP0939  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CP0939  DYNAMIC HT  -          29.805 (meters)      97.79  (feet)  COMP
 CP0939  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CP0939
 CP0939  VERT ORDER  -  FIRST     CLASS II
 CP0939
 CP0939.The horizontal coordinates were scaled from a topographic map and have
 CP0939.an estimated accuracy of +/- 6 seconds.
 CP0939
 CP0939.The orthometric height was determined by differential leveling
 CP0939.and adjusted in June 1991.
 CP0939
 CP0939.The geoid height was determined by GEOID03.
 CP0939
 CP0939.The dynamic height is computed by dividing the NAVD 88
 CP0939.geopotential number by the normal gravity value computed on the
 CP0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0939.degrees latitude (g = 980.6199 gals.).
 CP0939
 CP0939.The modeled gravity was interpolated from observed gravity values.
 CP0939
 CP0939;                    North         East    Units  Estimated Accuracy
 CP0939;SPC MS W     -   342,970.      651,130.      MT  (+/- 180 meters Scaled)
 CP0939
 CP0939                          SUPERSEDED SURVEY CONTROL
 CP0939
 CP0939  NGVD 29 (??/??/92)   29.879  (m)           98.03   (f) ADJ UNCH    1 2
 CP0939
 CP0939.Superseded values are not recommended for survey control.
 CP0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0939.See file dsdata.txt to determine how the superseded data were derived.
 CP0939
 CP0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS014081(NAD 83)
 CP0939_MARKER: DR = REFERENCE MARK DISK
 CP0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0939_SP_SET: CONCRETE POST
 CP0939_STAMPING: HARDEE NO 3 1958 1970
 CP0939_MARK LOGO: NGS   
 CP0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0939+STABILITY: SURFACE MOTION
 CP0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0939+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 CP0939
 CP0939  HISTORY     - Date     Condition        Report By
 CP0939  HISTORY     - 1970     MONUMENTED       NGS
 CP0939  HISTORY     - 1973     GOOD             NGS
 CP0939  HISTORY     - 19920130 GOOD             NGS
 CP0939
 CP0939                          STATION DESCRIPTION
 CP0939
 CP0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0939'3.25 MI S FROM VALLEY PARK.
 CP0939'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND
 CP0939'STORE AT VALLEY PARK, 208.06 FEET SOUTH-SOUTHEAST OF HARDEE 1958 WHICH
 CP0939'IS LOCATED ON TOP OF AN INDIAN MOUND, 90 FEET WEST OF THE CENTERLINE
 CP0939'OF THE HIGHWAY, 117 FEET SOUTH-SOUTHWEST OF A POWER POLE AND AN
 CP0939'UNDERGROUND TELEPHONE CABLE CANNISTER NO. P298-W1, 62 FEET NORTHWEST
 CP0939'OF A 30-INCH PECAN TREE, 9 FEET NORTH-NORTHEAST OF A 48-INCH PECAN
 CP0939'TREE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 4 FEET BELOW LEVEL OF
 CP0939'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 CP0939'SEC 30, T 9N, R 6W.
 CP0939
 CP0939                          STATION RECOVERY (1992)
 CP0939
 CP0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0939'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0939'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0939'(CLAY STREET) IN VICKSBURG, THENCE 20.2 KM (12.55 MI) NORTHERLY ALONG
 CP0939'U.S. HIGHWAY 61, 35.7 M (117.1 FT) SOUTH-SOUTHWEST OF A UTILITY POLE
 CP0939'AND UNDERGROUND CABLE JUNCTION BOX NUMBER 298 W 1, 27.5 M (90.2 FT)
 CP0939'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (8.9 FT) NORTH-NORTHWEST
 CP0939'OF A 60-INCH PECAN TREE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 CP0939'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 CP0939'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2039 ***********************************************************************
 DJ2039  DESIGNATION -  HARDY
 DJ2039  PID         -  DJ2039
 DJ2039  STATE/COUNTY-  MS/MONTGOMERY
 DJ2039  USGS QUAD   -  ESKRIDGE (1983)
 DJ2039
 DJ2039                         *CURRENT SURVEY CONTROL
 DJ2039  ___________________________________________________________________
 DJ2039* NAD 83(1993)-  33 32 55.95279(N)    089 38 13.00851(W)     ADJUSTED  
 DJ2039* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 DJ2039  ___________________________________________________________________
 DJ2039  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DJ2039  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DJ2039  HORZ ORDER  -  FIRST
 DJ2039
 DJ2039.The horizontal coordinates were established by classical geodetic methods
 DJ2039.and adjusted by the National Geodetic Survey in May 1994.
 DJ2039
 DJ2039.The orthometric height was scaled from a topographic map.
 DJ2039
 DJ2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2039
 DJ2039.The geoid height was determined by GEOID03.
 DJ2039
 DJ2039;                    North         East     Units Scale Factor Converg.
 DJ2039;SPC MS W     -   449,128.982   764,671.009   MT  1.00000154   +0 23 05.5
 DJ2039;SPC MS W     - 1,473,517.34  2,508,758.14   sFT  1.00000154   +0 23 05.5
 DJ2039;SPC MS E     -   449,201.025   225,370.956   MT  1.00001864   -0 26 38.9
 DJ2039;SPC MS E     - 1,473,753.70    739,404.54   sFT  1.00001864   -0 26 38.9
 DJ2039;UTM  16      - 3,715,252.972   255,170.046   MT  1.00033905   -1 27 28.9
 DJ2039
 DJ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2039!SPC MS W     -   0.99997833  x   1.00000154  =   0.99997987
 DJ2039!SPC MS E     -   0.99997833  x   1.00001864  =   0.99999697
 DJ2039!UTM  16      -   0.99997833  x   1.00033905  =   1.00031737
 DJ2039
 DJ2039|---------------------------------------------------------------------|
 DJ2039| PID    Reference Object                     Distance      Geod. Az  |
 DJ2039|                                                           dddmmss.s |
 DJ2039| CG1935 HARDY RM 1                           39.103 METERS 02738     |
 DJ2039| CG1934 HARDY AZ MK                                        0410406.2 |
 DJ2039| CG1937 HARDY RM 3                           17.471 METERS 11839     |
 DJ2039| CG1936 HARDY RM 2                           29.846 METERS 14342     |
 DJ2039| DJ1981 VAIDEN MUNICIPAL TANK               APPROX.26.2 KM 2022952.1 |
 DJ2039| DJ1985 WINONA COTTON MILL TANK             APPROX.12.5 KM 2242616.7 |
 DJ2039| DJ1986 WINONA COURTHOUSE CUPOLA            APPROX.11.3 KM 2293230.6 |
 DJ2039|---------------------------------------------------------------------|
 DJ2039
 DJ2039                          SUPERSEDED SURVEY CONTROL
 DJ2039
 DJ2039  NAD 83(1986)-  33 32 55.96435(N)    089 38 13.00553(W) AD(       ) 1
 DJ2039  NAD 27      -  33 32 55.52500(N)    089 38 12.72300(W) AD(       ) 1
 DJ2039
 DJ2039.Superseded values are not recommended for survey control.
 DJ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2039.See file dsdata.txt to determine how the superseded data were derived.
 DJ2039
 DJ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5517015253(NAD 83)
 DJ2039_MARKER: DS = TRIANGULATION STATION DISK
 DJ2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2039+STABILITY: SURFACE MOTION
 DJ2039
 DJ2039  HISTORY     - Date     Condition        Report By
 DJ2039  HISTORY     - 1934     MONUMENTED       CGS
 DJ2039  HISTORY     - 1939     GOOD             CGS
 DJ2039  HISTORY     - 1968     GOOD             MSHD
 DJ2039  HISTORY     - 19811001 GOOD             MSSU
 DJ2039
 DJ2039                          STATION DESCRIPTION
 DJ2039
 DJ2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2039'SEVEN MILES SOUTHEAST OF DUCK HILL, 7 MILES NORTHEAST OF
 DJ2039'WINONA, IN THE SE 1/4 SW 1/4 SEC. 35, T. 20 N., R. 6 E., IN
 DJ2039'A FIELD OF SCRUB PINE AND OAK TREES, ON THE PROPERTY OF MRS.
 DJ2039'EMMA HARDY WHO LIVES ABOUT 1/4 MILE NORTHEAST OF THE STATION,
 DJ2039'20 YARDS WEST OF THE CENTER LINE OF A ROAD, 20 YARDS SOUTHWEST
 DJ2039'OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE, 100 YARDS NORTH OF A
 DJ2039'HOUSE ON THE EAST SIDE OF THE ROAD, 10 YARDS WEST-SOUTHWEST OF
 DJ2039'THE HIGHEST POINT OF HILL.
 DJ2039'
 DJ2039'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 82
 DJ2039'IN WINONA, GO EAST ON U.S. HIGHWAY 82 FOR 1.0 MILE AND TAKE
 DJ2039'LEFT FORK, CONTINUE FOR 0.9 MILE AND TAKE RIGHT FORK, CONTINUE
 DJ2039'3.0 MILES AND TURN LEFT ONTO A T-ROAD AT TOP OF GRADE, CONTINUE
 DJ2039'ON THIS DIRT ROAD FOR 3.5 MILES TO FORKS, TAKE RIGHT FORK FOR
 DJ2039'0.35 MILE TO TOP OF GRADE AND STATION.
 DJ2039'
 DJ2039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2039'BRONZE DISKS SET IN CONCRETE.
 DJ2039'
 DJ2039'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION ALONG
 DJ2039'A ROAD AND A FENCE LINE, 4 YARDS WEST OF THE CENTER LINE OF THE
 DJ2039'ROAD, 7 FEET NORTH-NORTHWEST OF A 10-INCH OAK.
 DJ2039'
 DJ2039'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION ALONG
 DJ2039'THE FENCE LINE AND ROAD, 4 YARDS WEST OF THE CENTER LINE OF THE
 DJ2039'ROAD.
 DJ2039'
 DJ2039'AZIMUTH MARK IS NORTHEAST OF THE STATION ALONG AND 7 YARDS
 DJ2039'NORTH OF THE CENTER LINE OF THE ROAD, 0.6 MILE BY ROAD BEYOND THE
 DJ2039'STATION, IN EDGE OF PINE WOODS, 4 FEET HIGHER THAN THE ROAD AND
 DJ2039'1/2 MILE EAST OF THE HARDY HOME.
 DJ2039'
 DJ2039'A 103-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 DJ2039'
 DJ2039'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DJ2039
 DJ2039                          STATION RECOVERY (1939)
 DJ2039
 DJ2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ2039'STATION RECOVERED AS DESCRIBED BY M.A.H. IN 1934.  ALL MARKS
 DJ2039'WERE FOUND IN GOOD CONDITION AND MEASUREMENTS CHECKED AS
 DJ2039'DESCRIBED.
 DJ2039'
 DJ2039'OLD DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK WERE FOUND
 DJ2039'TO BE IN ERROR.
 DJ2039
 DJ2039                          STATION RECOVERY (1968)
 DJ2039
 DJ2039'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (RLW)
 DJ2039'THE STATION WAS VISITED 12-4-68 AND THE STATION, RM NO 1 AND THE
 DJ2039'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM NO 2 WAS NOT
 DJ2039'FOUND.  AFTER A TRAVERSE FAILED TO LOCATE RM NO 2 RM NO 3
 DJ2039'WAS ESTABLISHED.
 DJ2039'
 DJ2039'THE STATION IS LOCATED 7.2 MILES NORTHEAST OF THE APPROXIMATE
 DJ2039'CENTER OF WINONA NEAR THE CENTER OF THE MONTGOMERY LOOKOUT TOWER,
 DJ2039'7.3 MILES SOUTHEAST OF DUCK HILL, 8.3 MILES NORTHWEST OF
 DJ2039'KILMICHAEL IN THE SOUTHWEST 1/4 OF SECTION 35, T 20N, R 6E AND ON
 DJ2039'PROPERTY OWNED BY THE MISSISSIPPI FORESTRY COMMISSION.  IT IS
 DJ2039'74 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 15 FEET SOUTHWEST
 DJ2039'OF THE NORTHWEST LEG OF THE TOWER, 15 FEET SOUTHEAST OF THE
 DJ2039'NORTHWEST LEG OF THE TOWER 29 FEET SOUTH OF A POWER LINE POLE
 DJ2039'WITH A METER ON IT, 48.5 FEET SOUTH OF THE SOUTHEAST CONRER
 DJ2039'OF A FRAME BUILDING, 64.5 FEET NORTHEAST OF THE NORTHWEST
 DJ2039'CORNER OF AN OVAL SHAPED METAL BUILDING AND 1.5 FEET
 DJ2039'SOUTHWEST OF A METAL WARNING SIGN.
 DJ2039'IT IS A STANDARD TRIANGULATION DISK, STAMPED HARDY 1934 PROJECTING
 DJ2039'9INCHES.
 DJ2039'
 DJ2039'REFERENCE MARK NO. 1 IS 128.29 FEET
 DJ2039'NORTHEAST OF THE STATION.  IT IS 14 FEET WEST OF THE CENTER OF
 DJ2039'A GRAVELED ROAD, 51 FEET NORTHEAST OF A POWER LINE POLE WITH A
 DJ2039'TRANSFORMER AND GUY WIRES, 70 FEET NORTHEAST OF THE NORTHEAST
 DJ2039'CORNER OF A FRAME BUILDING, 6 FEET NORTH OF A FENCE, 6.5 FEET
 DJ2039'NORTHWEST OF A 14 INCH OAK AND 1 FOOT SOUTHWEST OF A METAL
 DJ2039'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 DJ2039'HARDY NO 1 1934 PROJECTING 4 INCHES.
 DJ2039'
 DJ2039'REFERENCE MARK NO. 3 IS 57.32 FEET SOUTHEAST OF THE STATION.
 DJ2039'IT IS 25 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 43 FEET
 DJ2039'SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER, 35 FEET NORTH OF THE
 DJ2039'CENTER OF A DRIVEWAY, 47 FEET NORTHEAST OF THE NORTHEAST CORNER
 DJ2039'OF AN OVAL SHAPED METAL BUILDING AND 2 FEET NORTH OF A METAL
 DJ2039'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DJ2039'HARDY NO 3 1934 1968 PROJECTING 4 INCHES.
 DJ2039'
 DJ2039'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 DJ2039'STATION.  IT IS 19 FEET NORTH NORTHEAST OF THE CENTER OF A
 DJ2039'GRAVELED ROAD, 39 FEET SOUTH OF A 12 INCH PINE, 1 FOOT SOUTH
 DJ2039'OF A METAL WITNESS POST, AND 4 FEET NORTH OF THE EDGE OF AN 8
 DJ2039'FOOT BANK.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED HARDY AZI
 DJ2039'1934 PROJECTING 3 INCHES.  (NOTE) THE STATION IS
 DJ2039'NOT VISIBLE FROM THE AZIMUTH.
 DJ2039'
 DJ2039'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WINONA GO
 DJ2039'WEST ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DJ2039'HIGHWAY 51.  TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51
 DJ2039'FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 82 EAST.  TURN
 DJ2039'RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR 1.4 MILES TO A
 DJ2039'CROSSROADS WITH CROUCHS GROCERY IN THE NORTHEAST ANGLE.  TURN
 DJ2039'LEFT (NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.4 MILE
 DJ2039'TO A ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON
 DJ2039'A BLACKTOP ROAD FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DJ2039'(NORTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR 3.1 MILES
 DJ2039'TO A ROAD FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST
 DJ2039'ON AN ALL WEATHER ROAD FOR 0.35 MILE TO ANOTHER ROAD FORKS.
 DJ2039'TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON AN ALL WEATHER
 DJ2039'ROAD FOR 0.35 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE
 DJ2039'LEFT.  TO REACH THE AZIMUTH CONTINUE NORTH AND NORTHEAST ON AN
 DJ2039'ALL WEATHER ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
 DJ2039
 DJ2039                          STATION RECOVERY (1981)
 DJ2039
 DJ2039'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0483 ***********************************************************************
 BH0483  DESIGNATION -  HARL RM 1
 BH0483  PID         -  BH0483
 BH0483  STATE/COUNTY-  MS/JACKSON
 BH0483  USGS QUAD   -  HARLESTON (1982)
 BH0483
 BH0483                         *CURRENT SURVEY CONTROL
 BH0483  ___________________________________________________________________
 BH0483* NAD 83(1986)-  30 43 19.     (N)    088 30 28.     (W)     SCALED    
 BH0483* NAVD 88     -        38.80   (+/-2cm)     127.3    (feet)  VERTCON   
 BH0483  ___________________________________________________________________
 BH0483  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0483
 BH0483.The horizontal coordinates were scaled from a topographic map and have
 BH0483.an estimated accuracy of +/- 6 seconds.
 BH0483
 BH0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0483.The vertical order pertains to the NGVD 29 superseded value.
 BH0483
 BH0483.The geoid height was determined by GEOID03.
 BH0483
 BH0483;                    North         East    Units  Estimated Accuracy
 BH0483;SPC MS E     -   135,500.      331,180.      MT  (+/- 180 meters Scaled)
 BH0483
 BH0483                          SUPERSEDED SURVEY CONTROL
 BH0483
 BH0483  NGVD 29 (??/??/??)   38.775  (m)          127.21   (f) ADJUSTED    2 0
 BH0483
 BH0483.Superseded values are not recommended for survey control.
 BH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0483.See file dsdata.txt to determine how the superseded data were derived.
 BH0483
 BH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU556997(NAD 83)
 BH0483_MARKER: DR = REFERENCE MARK DISK
 BH0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0483_STAMPING: HARL NO 1
 BH0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0483+STABILITY: SURFACE MOTION
 BH0483
 BH0483  HISTORY     - Date     Condition        Report By
 BH0483  HISTORY     - 1921     MONUMENTED       CGS
 BH0483  HISTORY     - 1968     GOOD             MSHD
 BH0483
 BH0483                          STATION DESCRIPTION
 BH0483
 BH0483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BH0483'IN HARLESTON.
 BH0483'THE MARK IS LOCATED IN THE SOUTHEAST ANGLE OF A ROAD CROSSING THE
 BH0483'MISSISSIPPI EXPORT RAILROAD TRACK IN HARLESTON IN THE EAST
 BH0483'RIGHT-OF-WAY FENCE, 4.5 MILES NORTHWEST OF HURLEY, 0.9 MILE SOUTH OF
 BH0483'THE JACKSON-GEORGE COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 5, T
 BH0483'4S, R 5W.  IT IS 275 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 286
 BH0483'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 256 FEET SOUTH OF A
 BH0483'FENCE CORNER, 85 FEET NORTH OF A T FENCE CORNER, 61.5 FEET EAST OF THE
 BH0483'EAST RAIL, 180 FEET NORTH OF A POWER LINE POLE WITH GUY WIRES, 103
 BH0483'FEET NORTHEAST OF A SWITCH STAND, 15 FEET EAST OF THE CENTER OF A
 BH0483'TRACK ROAD, 1 FOOT EAST OF A METAL WITNESS POST IN A FENCE LINE SET IN
 BH0483'THE TOP OF AN 8 INCH SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL
 BH0483'OF THE TRACK AND IS FLUSH WITH THE GROUND.  TO REACH FROM THE U.S.
 BH0483'POST OFFICE IN MOSS POINT GO NORTH AND NORTHWEST ON MISSISSIPPI
 BH0483'HIGHWAY 63 FOR 0.85 MILE TO THE SWING BRIDGE ACROSS THE ESCATAWPA
 BH0483'RIVER.  CONTINUE NORTH ON MISSISSIPPI HIGHWAY 63 FOR 7.0 MILES TO THE
 BH0483'JUNCTION OF MISSISSIPPI HIGHWAY 613.  CONTINUE NORTHEAST ON
 BH0483'MISSISSIPPI HIGHWAY 613 FOR 16.1 MILES TO A SIDE ROAD RIGHT IN THE
 BH0483'VILLAGE OF HARLESTON.  TURN RIGHT (EAST) AND CONTINUE ON A BLACKTOP
 BH0483'ROAD FOR 0.05 MILE TO THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD
 BH0483'TRACK AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0484 ***********************************************************************
 BH0484  DESIGNATION -  HARL RM 2
 BH0484  PID         -  BH0484
 BH0484  STATE/COUNTY-  MS/JACKSON
 BH0484  USGS QUAD   -  HARLESTON (1982)
 BH0484
 BH0484                         *CURRENT SURVEY CONTROL
 BH0484  ___________________________________________________________________
 BH0484* NAD 83(1986)-  30 43 19.     (N)    088 30 28.     (W)     SCALED    
 BH0484* NAVD 88     -        38.65   (+/-2cm)     126.8    (feet)  VERTCON   
 BH0484  ___________________________________________________________________
 BH0484  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 BH0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0484
 BH0484.The horizontal coordinates were scaled from a topographic map and have
 BH0484.an estimated accuracy of +/- 6 seconds.
 BH0484
 BH0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0484.The vertical order pertains to the NGVD 29 superseded value.
 BH0484
 BH0484.The geoid height was determined by GEOID03.
 BH0484
 BH0484;                    North         East    Units  Estimated Accuracy
 BH0484;SPC MS E     -   135,500.      331,180.      MT  (+/- 180 meters Scaled)
 BH0484
 BH0484                          SUPERSEDED SURVEY CONTROL
 BH0484
 BH0484  NGVD 29 (??/??/??)   38.630  (m)          126.74   (f) ADJUSTED    2 0
 BH0484
 BH0484.Superseded values are not recommended for survey control.
 BH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0484.See file dsdata.txt to determine how the superseded data were derived.
 BH0484
 BH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU556997(NAD 83)
 BH0484_MARKER: DR = REFERENCE MARK DISK
 BH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0484_STAMPING: HARL NO 2 1921
 BH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0484+STABILITY: SURFACE MOTION
 BH0484
 BH0484  HISTORY     - Date     Condition        Report By
 BH0484  HISTORY     - 1921     MONUMENTED       CGS
 BH0484  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BH0484  HISTORY     - 1968     MARK NOT FOUND   CGS
 BH0484
 BH0484                          STATION DESCRIPTION
 BH0484
 BH0484'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BH0484'IN HARLESTON.
 BH0484'THE MARK IS LOCATED ABOUT 116 FEET EAST OF THE EAST RAIL OF THE
 BH0484'MISSISSIPPI EXPORT RAILROAD TRACK, AND 86 FEET EAST OF TRIANGULATION
 BH0484'STATION HARL DESCRIBED ABOVE.  A STANDARD REFERENCE MARK DISK, STAMPED
 BH0484'HARL NO 2 1921 AND SET IN THE TOP OF A CONCRETE POST.
 BH0484
 BH0484                          STATION RECOVERY (1968)
 BH0484
 BH0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2175 ***********************************************************************
 DK2175  DESIGNATION -  HARLOW RESET
 DK2175  PID         -  DK2175
 DK2175  STATE/COUNTY-  MS/BOLIVAR
 DK2175  USGS QUAD   -  PACE (1969)
 DK2175
 DK2175                         *CURRENT SURVEY CONTROL
 DK2175  ___________________________________________________________________
 DK2175* NAD 83(1993)-  33 45 16.81516(N)    090 47 52.31786(W)     ADJUSTED  
 DK2175* NAVD 88     -              **(meters)            **(feet)            
 DK2175  ___________________________________________________________________
 DK2175  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DK2175  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DK2175  HORZ ORDER  -  SECOND
 DK2175
 DK2175.The horizontal coordinates were established by classical geodetic methods
 DK2175.and adjusted by the National Geodetic Survey in May 1994.
 DK2175
 DK2175
 DK2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK2175
 DK2175.The geoid height was determined by GEOID03.
 DK2175
 DK2175;                    North         East     Units Scale Factor Converg.
 DK2175;SPC MS W     -   471,833.569   656,963.233   MT  0.99997282   -0 15 29.2
 DK2175;SPC MS W     - 1,548,007.30  2,155,386.87   sFT  0.99997282   -0 15 29.2
 DK2175;UTM  15      - 3,737,133.456   703,964.414   MT  1.00011289   +1 13 26.4
 DK2175
 DK2175:                Primary Azimuth Mark                     Grid Az
 DK2175:SPC MS W     -  CLEVELAND FIRST BAPTIST CHURCH           099 37 49.3
 DK2175:UTM  15      -  CLEVELAND FIRST BAPTIST CHURCH           098 08 53.7
 DK2175
 DK2175|---------------------------------------------------------------------|
 DK2175| PID    Reference Object                     Distance      Geod. Az  |
 DK2175|                                                           dddmmss.s |
 DK2175| DK1953 CLEVELAND FIRST BAPTIST CHURCH      APPROX. 6.8 KM 0992220.1 |
 DK2175| DK1957 CLEVELAND FED COMPRESS CO TANK      APPROX. 7.3 KM 1104210.7 |
 DK2175| DK0607 M 17 7                               22.296 METERS 16402     |
 DK2175| CY6185 HARLOW AZ MK                                       1793434.8 |
 DK2175| CY5264 M 18 1                                             1793433.2 |
 DK2175| CY6186 HARLOW RM 3                          45.206 METERS 20301     |
 DK2175| DK0605 HARLOW RM 1                          24.714 METERS 29731     |
 DK2175| CY6187 HARLOW RM 4                          20.295 METERS 30245     |
 DK2175|---------------------------------------------------------------------|
 DK2175
 DK2175                          SUPERSEDED SURVEY CONTROL
 DK2175
 DK2175  NAD 83(1986)-  33 45 16.82441(N)    090 47 52.31434(W) AD(       ) 2
 DK2175  NAD 27      -  33 45 16.41770(N)    090 47 51.95520(W) AD(       ) 2
 DK2175
 DK2175.Superseded values are not recommended for survey control.
 DK2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2175.See file dsdata.txt to determine how the superseded data were derived.
 DK2175
 DK2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0396437133(NAD 83)
 DK2175_MARKER: DS = TRIANGULATION STATION DISK
 DK2175_SETTING: 0 = UNSPECIFIED SETTING
 DK2175
 DK2175  HISTORY     - Date     Condition        Report By
 DK2175  HISTORY     - 1974     MONUMENTED       NGS
 DK2175  HISTORY     - 1974     GOOD             MSU
 DK2175
 DK2175                          STATION DESCRIPTION
 DK2175
 DK2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK2175'THE STATION WAS VISITED 3-14-74 AND THE STATION SURFACE MARK AND
 DK2175'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  THE STATION SUB-SURFACE
 DK2175'MARK WAS FOUND IN GOOD CONDITION ABOUT 12-INCHES BELOW THE GROUND,
 DK2175'IT WAS LOWERED IN ITS ORIGINAL POSITION AND A NEW SURFACE MARK
 DK2175'ESTABLISHED ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 DK2175'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 DK2175'M-18-1(USE) USED AS THE AZIMUTH MARK WAS FOUND WITH THE DISK
 DK2175'SCRATCHED AND MADE IT HARD TO READ THE STAMPING.  REFERENCE
 DK2175'MARK NO. 2 (M-17-7 (USE) WAS FOUND FLUSH WITH THE GROUND.  THE
 DK2175'OLD RAILROAD BED MENTIONED IN THE ORIGINAL DESCRIPTION IS NO LONGER
 DK2175'VISIBLE.  A NEW DESCRIPTION FOLLOWS--
 DK2175'
 DK2175'THE STATION IS LOCATED ABOUT 4.5 MILES WNW OF CLEVELAND, ABOUT 3.5
 DK2175'MILES NORTH OF THE VILLAGE OF SKENE, IN THE SOUTHWEST ANGLE OF A
 DK2175'FIELD ROAD AND A GRAVELED ROAD AND NEAR THE CENTER OF SEC. 15,
 DK2175'T 22N,.  R 6 W.  IT IS 64 FEET WEST OF THE CENTER OF THE GRAVELED
 DK2175'ROAD, 21 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 45 FEET WEST
 DK2175'OF FEET SOUTH END OF AN 18 INCH CONCRETE CULVERT UNDER THE FIELD
 DK2175'ROAD, 68.5 FEET SOUTHEAST OF A POWER POLE WITH A GUY WIRE AND A
 DK2175'BRANCH LINE LEADING WEST, 149.5 FEET NORTHEAST OF ANOTHER POWER
 DK2175'POLE, 58 FEET EAST OF A ROW OF POLES.  IT IS A TRIANGULATION STATION
 DK2175'DISK STAMPED HARLOW 1957 1974, 18 INCHES BELOW THE SURFACE OF THE
 DK2175'GROUND.
 DK2175'
 DK2175'M-17-7(USE) (REFERENCE MARK NO. 2 IS 73.05 FEET SSE OF THE
 DK2175'STATION.  44 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 92 FEET
 DK2175'SOUTH OF THE CENTER OF THE FIELD ROAD, 83.5 FEET SOUTHWEST OF THE
 DK2175'SOUTH END OF AN 18-INCH CONCRETE CULVERT UNDER THE FIELD ROAD, 104
 DK2175'FEET NORTHEAST OF A POWER POLE, 133 FEET SOUTHEAST OF A POWER
 DK2175'POLE WITH A GUY WIRE AND A BRANCH LINE LEADING WEST.  IT IS A USE
 DK2175'CAP AND PIPE MARK FLUSH WITH THE GROUND.  THE CAP IS NOT STAMPED.
 DK2175'
 DK2175'REFERENCE MARK NO. 3 IS 148.31 FEET SOUTHWEST OF THE STATION.  IT IS
 DK2175'158 FEET SOUTH OF A FIELD ROAD, 123 FEET WEST OF THE CENTER OF THE
 DK2175'GRAVELED ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 DK2175'REFERENCE MARK DISK STAMPED HARLOW NO 3 1957 1974, FLUSH.
 DK2175'
 DK2175'REFERENCE MARK NO. 4 IS 66.58 FEET NORTHWEST OF THE STATION.  IT IS
 DK2175'26 FEET EAST OF A POWER POLE WITH GUY WIRES AND A BRANCH LINE
 DK2175'LEADING WEST.  121 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 DK2175'14.5 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 1 FOOT WEST OF A
 DK2175'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED HARLOW NO 4
 DK2175'1957 1974, FLUSH.
 DK2175'
 DK2175'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION ON LAND OWNED BY
 DK2175'MR KENNETH GONG.  IT IS 77 FEET NORTH OF THE CENTER OF THE GRAVELED
 DK2175'ROAD, 41 FEET WEST OF THE CENTER OF ANOTHER GRAVELED ROAD, 24 FEET
 DK2175'EAST OF THE CENTER OF AN IRRIGATION DITCH, 89 FEET EAST OF THE
 DK2175'PROJECTED CENTERLINE OF THE ROAD LEADING SOUTH, 109 FEET NORTH OF
 DK2175'A TELEPHONE POLE NO. 53, 91.5 FEET EAST-NORTHEAST OF A POWER POLE
 DK2175'WITH GUY WIRES, 76 FEET EAST OF A ROW OF POLES.  IT IS A CORP OF
 DK2175'ENGINEERS CAP AND PIPE, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DK2175'IT IS STAMPED M-18-1 1930 134.
 DK2175'
 DK2175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 DK2175'HIGHWAY 8 IN CLEVELAND, GO WEST ON STATE HIGHWAY 8 FOR 4.5 MILES TO
 DK2175'A CROSSROAD WITH A STORE IN THE NORTHEAST QUADRANT, TURN LEFT AND GO
 DK2175'SOUTH FOR 0.75 MILE TO THE STATION ON THE RIGHT.  CONTINUE SOUTH
 DK2175'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DK2175'
 DK2175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES WNW OF
 DK2175'CLEVELAND.
 DK2175
 DK2175                          STATION RECOVERY (1974)
 DK2175
 DK2175'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1974 (LLH)
 DK2175'HARLOW 1957 1974 RECOVERED GOOD. (1.3 FEET BELOW SURFACE).
 DK2175'
 DK2175'HARLOW 1957 NO 3 1974 RECOVERED GOOD.
 DK2175'
 DK2175'HARLOW 1957 NO 4 1974 RECOVERED GOOD.
 DK2175'
 DK2175'(AZ MK) PROPERTY OWNER REFUSED PERMISSION TO SEARCH FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1568 ***********************************************************************
 BV1568  DESIGNATION -  HARMONY
 BV1568  PID         -  BV1568
 BV1568  STATE/COUNTY-  MS/CLARKE
 BV1568  USGS QUAD   -  HALE (1982)
 BV1568
 BV1568                         *CURRENT SURVEY CONTROL
 BV1568  ___________________________________________________________________
 BV1568* NAD 83(1993)-  31 59 46.70918(N)    088 50 04.73206(W)     ADJUSTED  
 BV1568* NAVD 88     -        98.31   (+/-2cm)     322.5    (feet)  VERTCON   
 BV1568  ___________________________________________________________________
 BV1568  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 BV1568  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BV1568  HORZ ORDER  -  THIRD
 BV1568  VERT ORDER  -  THIRD ? (See Below)
 BV1568
 BV1568.The horizontal coordinates were established by classical geodetic methods
 BV1568.and adjusted by the National Geodetic Survey in May 1994.
 BV1568
 BV1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1568.The vertical order pertains to the NGVD 29 superseded value.
 BV1568
 BV1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1568
 BV1568.The geoid height was determined by GEOID03.
 BV1568
 BV1568;                    North         East     Units Scale Factor Converg.
 BV1568;SPC MS E     -   276,739.939   299,875.794   MT  0.99995000   -0 00 02.5
 BV1568;SPC MS E     -   907,937.62    983,842.50   sFT  0.99995000   -0 00 02.5
 BV1568;UTM  16      - 3,541,497.045   326,687.680   MT  0.99997045   -0 58 20.5
 BV1568
 BV1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1568!SPC MS E     -   0.99998881  x   0.99995000  =   0.99993881
 BV1568!UTM  16      -   0.99998881  x   0.99997045  =   0.99995926
 BV1568
 BV1568|---------------------------------------------------------------------|
 BV1568| PID    Reference Object                     Distance      Geod. Az  |
 BV1568|                                                           dddmmss.s |
 BV1568| BV1880 HARMONY RM 1                         27.695 METERS 04335     |
 BV1568| BV1882 HARMONY AZ MK                                      1244714.1 |
 BV1568| BV1881 HARMONY RM 2                         19.705 METERS 30213     |
 BV1568|---------------------------------------------------------------------|
 BV1568
 BV1568                          SUPERSEDED SURVEY CONTROL
 BV1568
 BV1568  NAD 83(1993)-  31 59 46.72078(N)    088 50 04.73258(W) AD(       ) 3
 BV1568  NAD 83(1986)-  31 59 46.72286(N)    088 50 04.73350(W) AD(       ) 3
 BV1568  NAD 27      -  31 59 46.17300(N)    088 50 04.56400(W) AD(       ) 3
 BV1568  NGVD 29 (07/19/86)   98.31   (m)          322.5    (f) LEVELING    3  
 BV1568
 BV1568.Superseded values are not recommended for survey control.
 BV1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1568.See file dsdata.txt to determine how the superseded data were derived.
 BV1568
 BV1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA2668841497(NAD 83)
 BV1568_MARKER: DS = TRIANGULATION STATION DISK
 BV1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1568_SP_SET: CONCRETE POST
 BV1568_STAMPING: HARMONT 1956
 BV1568_MARK LOGO: CGS   
 BV1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1568+STABILITY: SURFACE MOTION
 BV1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1568+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 BV1568
 BV1568  HISTORY     - Date     Condition        Report By
 BV1568  HISTORY     - 1956     MONUMENTED       CGS
 BV1568  HISTORY     - 1956     GOOD             CGS
 BV1568  HISTORY     - 1964     GOOD             MSHD
 BV1568  HISTORY     - 19900829 GOOD             MSHD
 BV1568
 BV1568                          STATION DESCRIPTION
 BV1568
 BV1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1568'STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY 18, ABOUT
 BV1568'7 MILES SOUTHWEST OF QUITMAN, 4 MILES SOUTHEAST OF PACHUTA, 1.4
 BV1568'MILES NORTHWEST OF HARMONY AND IS ON ROAD RIGHT-OF-WAY. IT IS 43
 BV1568'FEET SOUTH OF THE CENTER OF HIGHWAY 18, 13 FEET SOUTH OF THE NORTH
 BV1568'EDGE OF ROAD BANK AND 9 FEET NORTH OF A FENCE LINE AND WHITE
 BV1568'WITNESS POST.
 BV1568'THE MARK IS FLUSH AND THE DISK IS STAMPED HARMONY
 BV1568'1956.
 BV1568'
 BV1568'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE CENTER OF HIGHWAY 18
 BV1568'AND 2 FEET SOUTH OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 BV1568'DISK IS STAMPED HARMONY NO 1 1956.
 BV1568'
 BV1568'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTER OF HIGHWAY 18
 BV1568'AND 2 FEET NORTH OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 BV1568'DISK IS STAMPED HARMONY NO 2 1956.
 BV1568'
 BV1568'AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTER OF HIGHWAY 18, 2 FEET
 BV1568'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 BV1568'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HARMONY 1956.
 BV1568'
 BV1568'TO REACH THE STATION FROM THE CLARKE COUNTY COURTHOUSE IN QUITMAN,
 BV1568'GO SOUTH ON U.S. HIGHWAY 45 AND STATE HIGHWAY 18 FOR 2.4 MILES TO
 BV1568'THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 18, TURN RIGHT
 BV1568'AND GO WEST NORTHWEST ON HIGHWAY 18 FOR 6.3 MILES TO THE AZIMUTH
 BV1568'MARK ON THE LEFT AS DESCRIBED. CONTINUE NORTHWEST ON HIGHWAY 18 FOR
 BV1568'0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BV1568
 BV1568                          STATION RECOVERY (1956)
 BV1568
 BV1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1568'RECOVERED IN GOOD CONDITION.
 BV1568
 BV1568                          STATION RECOVERY (1964)
 BV1568
 BV1568'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1568'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN GOOD
 BV1568'CONDITION.
 BV1568'
 BV1568'THE DESCRIPTION IS ADEQUATE.
 BV1568'
 BV1568'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTHEAST OF THE STATION AND
 BV1568'THE AZIMUTH MARK.
 BV1568
 BV1568                          STATION RECOVERY (1990)
 BV1568
 BV1568'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1568'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF PACHUTA, ON THE
 BV1568'SOUTHWEST R.O.W. OF STATE HIGHWAY 18, 7.0 MI (11.3 KM) SOUTHWEST OF
 BV1568'QUITMAN, 1.5 MI (2.4 KM) NORTHWEST OF THE HARMONY COMMUNITY AND IS IN
 BV1568'SECTION 23, T 2N, R 14E.
 BV1568'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 18
 BV1568'IN PACHUTA, GO EAST ON STATE HIGHWAY 18 FOR 2.3 MI (3.7 KM) TO THE
 BV1568'JUNCTION OF STATE HIGHWAY 512, CONTINUE SOUTHEAST ON STATE HIGHWAY 18
 BV1568'FOR 2.1 MI (3.4 KM) TO THE MARK,ON THE RIGHT ABOUT 100 YDS BEYOND THE
 BV1568'JUNCTION OF OLD STAGE COACH ROAD.
 BV1568'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1568'ABOUT LEVEL WITH THE HIGHWAY, 5 INCHES BELOW THE GROUND, 76.0 FT
 BV1568'(23.2 M) NORTHWEST OF THE CENTER OF A WOODS ROAD, 42.0 FT (12.8 M)
 BV1568'EAST OF AN 18 INCH PINE, 41.0 FT (12.5 M) SOUTHWEST OF THE CENTER OF
 BV1568'HIGHWAY 18, 18.5 FT (5.6 M) NORTH OF A 9 INCH OAK, 17.5 FT (5.3 M)
 BV1568'NORTHEAST OF A 9 INCH OAK AND 1.0 FT (0.3 M) NORTHWEST OF A METAL
 BV1568'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2945 ***********************************************************************
 BH2945  DESIGNATION -  HARMONY
 BH2945  PID         -  BH2945
 BH2945  STATE/COUNTY-  MS/HANCOCK
 BH2945  USGS QUAD   -  CAESAR (1986)
 BH2945
 BH2945                         *CURRENT SURVEY CONTROL
 BH2945  ___________________________________________________________________
 BH2945* NAD 83(1993)-  30 30 14.96778(N)    089 34 20.10081(W)     ADJUSTED  
 BH2945* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BH2945  ___________________________________________________________________
 BH2945  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 BH2945  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BH2945  HORZ ORDER  -  SECOND
 BH2945
 BH2945.The horizontal coordinates were established by classical geodetic methods
 BH2945.and adjusted by the National Geodetic Survey in May 1994.
 BH2945
 BH2945.The orthometric height was scaled from a topographic map.
 BH2945
 BH2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2945
 BH2945.The geoid height was determined by GEOID03.
 BH2945
 BH2945;                    North         East     Units Scale Factor Converg.
 BH2945;SPC MS E     -   111,539.991   229,070.375   MT  1.00001204   -0 22 30.3
 BH2945;SPC MS E     -   365,944.12    751,541.72   sFT  1.00001204   -0 22 30.3
 BH2945;SPC LA S     -   223,451.249 1,169,042.191   MT  0.99996420   +0 52 50.0
 BH2945;SPC LA S     -   733,106.31  3,835,432.59   sFT  0.99996420   +0 52 50.0
 BH2945;UTM  16      - 3,377,466.265   253,135.521   MT  1.00035187   -1 18 22.8
 BH2945
 BH2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2945!SPC MS E     -   1.00000027  x   1.00001204  =   1.00001231
 BH2945!SPC LA S     -   1.00000027  x   0.99996420  =   0.99996447
 BH2945!UTM  16      -   1.00000027  x   1.00035187  =   1.00035214
 BH2945
 BH2945|---------------------------------------------------------------------|
 BH2945| PID    Reference Object                     Distance      Geod. Az  |
 BH2945|                                                           dddmmss.s |
 BH2945| DD8887 HARMONY RM 2                         36.372 METERS 00244     |
 BH2945| DD8888 HARMONY RM 3                         14.425 METERS 22549     |
 BH2945| DD8884 HARMONY AZ MK                                      2564244.5 |
 BH2945| DD8885 HARMONY AZ MK 2                                    2574826.9 |
 BH2945| DD8886 HARMONY RM 1                         30.437 METERS 26742     |
 BH2945|---------------------------------------------------------------------|
 BH2945
 BH2945                          SUPERSEDED SURVEY CONTROL
 BH2945
 BH2945  NAD 83(1986)-  30 30 14.98175(N)    089 34 20.09628(W) AD(       ) 2
 BH2945  NAD 27      -  30 30 14.29100(N)    089 34 19.88300(W) AD(       ) 2
 BH2945
 BH2945.Superseded values are not recommended for survey control.
 BH2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2945.See file dsdata.txt to determine how the superseded data were derived.
 BH2945
 BH2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5313677466(NAD 83)
 BH2945_MARKER: DS = TRIANGULATION STATION DISK
 BH2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2945+STABILITY: SURFACE MOTION
 BH2945
 BH2945  HISTORY     - Date     Condition        Report By
 BH2945  HISTORY     - 1943     MONUMENTED       CGS
 BH2945  HISTORY     - 1959     GOOD             CGS
 BH2945  HISTORY     - 1970     GOOD             NGS
 BH2945  HISTORY     - 1972     GOOD             MSHD
 BH2945
 BH2945                          STATION DESCRIPTION
 BH2945
 BH2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2945'STATION IS LOCATED IN THE FORK OF TWO DIRT ROADS, ABOUT 6.5 MILES E
 BH2945'OF PICAYUNE AND
 BH2945'ABOUT 10 MILES N OF KILN, 48.0 FEET N OF THE CENTER
 BH2945'OF THE ROAD RUNNING E AND 96.0
 BH2945'FEET SE OF THE ROAD RUNNING NE.
 BH2945'THE DISK IS STAMPED HARMONY 1943.
 BH2945'
 BH2945'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH2945'BRONZE DISKS SET
 BH2945'IN CONCRETE.
 BH2945'
 BH2945'REFERENCE MARK NO. 1 IS 99.86 FEET W OF THE STATION, 51 FEET
 BH2945'N OF THE CENTER OF
 BH2945'THE ROAD AND 36 FEET SE OF ANOTHER DIRT ROAD.
 BH2945'THE DISK IS STAMPED HARMONY NO. 1,
 BH2945'1943.
 BH2945'
 BH2945'REFERENCE MARK NO. 2 IS 119.32 FEET N OF THE STATION, 26.5
 BH2945'FEET SE OF THE
 BH2945'CENTER OF THE ROAD.  THE DISK IS STAMPED HARMONY
 BH2945'NO. 2, 1943.
 BH2945'
 BH2945'AZIMUTH MARK IS ABOUT 0.4 MILE SW OF THE STATION, 91.0 FEET
 BH2945'WNW OF T-ROAD
 BH2945'INTERSECTION AND 31.0 FEET W OF THE CENTER OF THE
 BH2945'N-S ROAD.  THE DISK IS STAMPED
 BH2945'HARMONY 1943.
 BH2945'
 BH2945'TO REACH STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 11
 BH2945'IN PICAYUNE, GO E
 BH2945'ON PAVED ROAD 1.0 MILE TO THE END OF THE PAVEMENT,
 BH2945'CONTINUE STRAIGHT AHEAD ON GRAVEL
 BH2945'ROAD 1.6 MILES TO A T-
 BH2945'ROAD RIGHT, TURN RIGHT AND GO 1.6 MILES TO
 BH2945'CROSSROADS AT GREEN
 BH2945'HOUSE ON THE RIGHT, TURN LEFT AND GO 1.8 MILES TO T-ROAD LEFT
 BH2945'AND
 BH2945'AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD 0.4 MILE TO
 BH2945'FORK AND STATION IN
 BH2945'THE FORK.
 BH2945'
 BH2945'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2945
 BH2945                          STATION RECOVERY (1959)
 BH2945
 BH2945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2945'THE STATION WAS VISITED 6-29-59 AND THE STATION, AZIMUTH MARK AND
 BH2945'REFERENCE MARK NO. 2 WERE
 BH2945'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED
 BH2945'AND THE DISK WAS RECLAIMED.
 BH2945'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE 1943 DISTANCE
 BH2945'TO REFERENCE MARK NO. 2 CHECKED.  SOME
 BH2945'CLEARING WILL BE NECESSARY TO SEE THE AZIMUTH
 BH2945'MARK FROM THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2945'
 BH2945'THE STATION IS LOCATED IN A FORKS OF COUNTY ROAD, 10 MILES NORTHWEST
 BH2945'OF KILN, 7.5 MILES
 BH2945'EAST-SOUTHEAST OF PICAYUNE, ABOUT 2 MILES NORTHEAST OF THE HARMONY
 BH2945'BAPTIST CHURCH, IN THE NORTHEAST
 BH2945'ANGLE OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST AND
 BH2945'A BLACK TOP ROAD LEADING EAST, IN THE
 BH2945'SOUTHWEST CORNER OF A TUNG ORCHARD.  IT IS 55 FEET
 BH2945'NORTH OF THE CENTERLINE OF THE BLACK TOP ROAD, 108 FEET
 BH2945'SOUTHEAST OF THE CENTERLINE OF
 BH2945'THE GRAVELED ROAD, 39 FEET SOUTHEAST OF THE THIRD ROW OF TUNG TREES
 BH2945'FROM THE GRAVELED ROAD, AND 47 FEET
 BH2945'NORTHEAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS A
 BH2945'STANDARD DISK, STAMPED HARMONY 1943,
 BH2945'PROJECTING 6 INCHES.
 BH2945'
 BH2945'REFERENCE MARK NO. 2 IS 119.32 FEET NORTH OF THE STATION, 26 FEET
 BH2945'SOUTHEAST OF THE CENTER OF
 BH2945'THE GRAVELED ROAD, AND 53 FEET SOUTHWEST OF A LONE PINE TREE.  IT IS
 BH2945'A STANDARD DISK, STAMPED HARMONY
 BH2945'NO 2 1943, PROJECTING 6 INCHES.
 BH2945'
 BH2945'REFERENCE MARK NO. 3 IS 47.28 FEET SOUTHWEST OF THE STATION, 1 FOOT
 BH2945'WEST OF A METAL WITNESS
 BH2945'POST BEARING A WHITE SIGN, 22 FEET NORTH OF THE CENTER OF THE BLACK
 BH2945'TOP ROAD, 161 FEET EAST OF THE
 BH2945'INTERSECTION OF THE CENTERLINE OF THE ROADS, AND BETWEEN
 BH2945'THE THIRD AND FOURTH ROW OF TREES EAST OF THE
 BH2945'INTERSECTION.  IT IS A STANDARD DISK,
 BH2945'STAMPED HARMONY NO 3 1943, PROJECTING 6 INCHES.
 BH2945'
 BH2945'THE AZIMUTH MARK IS 0.4 MILE WEST-SOUTHWEST OF THE STATION IN THE
 BH2945'NORTHWEST ANGLE OF THE
 BH2945'JUNCTION OF THE BLACK TOP ROAD AND A ROAD LEADING NORTHWEST.  IT IS
 BH2945'30 FEET WEST OF THE CENTER OF THE
 BH2945'GRAVELED ROAD LEADING NORTH AND 92 FEET NORTH OF THE CENTERLINE
 BH2945'OF THE BLACKTOP ROAD.  IT IS A STANDARD
 BH2945'DISK, STAMPED HARMONY 1943, PROJECTING 4 INCHES
 BH2945'
 BH2945'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO SOUTH ON
 BH2945'U.S. HIGHWAY 11 FOR 1 BLOCK,
 BH2945'TURN LEFT AND GO EAST ON A BLACK TOP ROAD FOR 3.4 MILES TO A SIDE
 BH2945'ROAD RIGHT, TURN RIGHT AND GO SOUTH
 BH2945'ON BLACK TOP ROAD FOR 1.55 MILES TO A SIDE ROAD LEFT,
 BH2945'TURN LEFT AND GO EAST FOR 1.7 MILES TO A SIDE
 BH2945'ROAD LEFT AND THE AZIMUTH MAARK ON THE
 BH2945'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A FORKS AND THE
 BH2945'STATION IN THE CENTER OF THE
 BH2945'FORKS.
 BH2945
 BH2945                          STATION RECOVERY (1970)
 BH2945
 BH2945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2945'THE STATION WAS VISITED 2/16/70 AND THE STATION MARK, REFERENCE
 BH2945'MARKS 2 AND 3 AND
 BH2945'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 BH2945'AZIMUTH MARK WAS MOVED AT THE
 BH2945'PROPERTY OWNERS REQUEST AND REFERENCE
 BH2945'MARK 2 WAS LOWERED AT THE REQUEST OF THE
 BH2945'PROPERTY OWNER.  THE DISTANCE
 BH2945'AND ANGLE TO REFERENCE MARK NO. 3 FAILED TO CHECK.  THE
 BH2945'DISTANCE WAS
 BH2945'FOUND TO BE 0.04 FOOT LONGER AND THE ANGLE BETWEEN THE AZIMUTH MARK
 BH2945'AND REFERENCE MARK
 BH2945'NO. 3 WAS FOUND TO BE 5 MINUTES SMALLER.  A NEW
 BH2945'DESCRIPTION FOLLOWS-
 BH2945'
 BH2945'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF KILN, 7.5
 BH2945'MILES
 BH2945'EAST-SOUTHEAST OF PICAYUNE, ABOUT 2 MILES NORTHWEST OF THE
 BH2945'HARMONY BAPTIST CHURCH,
 BH2945'IN THE NORTHEAST ANGLE OF A ROAD FORK AT THE
 BH2945'SITE OF AN ABANDON COUNTY SAND STOCK PILE
 BH2945'AND VOTING HOUSE ON PROPERTY
 BH2945'OF MR. OLIVER FRIERSON.  IT IS BETWEEN THE ROAD FORKS, 55
 BH2945'FEET NORTH
 BH2945'OF THE CENTER OF THE EAST-WEST ROAD, 108 FEET SOUTHEAST OF THE
 BH2945'ROAD LEADING NORTHEAST,
 BH2945'142 FEET WEST OF A LONE PINE TREE THAT IS
 BH2945'NORTHEAST AND ACROSS THE ROAD FROM A
 BH2945'T-FENCE CORNER, 104 FEET SOUTHWEST
 BH2945'OF A POWERLINE POLE, 115.5 FEET NORTHWEST AND ACROSS
 BH2945'THE ROAD
 BH2945'FROM THE T-FENCE CORNER, 75.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 BH2945'FENCE AND 1.5 FEET
 BH2945'SOUTHWEST OF A WITNESS POST.  IT IS A C AND G S TRIANGULATION
 BH2945'STATION DISK, STAMPED HARMONY 1943,
 BH2945'FLUSH WITH THE GROUND.
 BH2945'
 BH2945'REFERENCE MARK NO. 2 IS 119.33 FEET DUE NORTH OF THE STATION.
 BH2945'IT IS 276 FEET
 BH2945'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 27 FEET
 BH2945'SOUTHEAST OF THE CENTER OF THE
 BH2945'ROAD LEADING NORTHEAST, 100 FEET
 BH2945'NORTHWEST OF A POWERLINE POLE, 76 FEET NORTH OF A
 BH2945'POINT DIRECTLY
 BH2945'UNDER A POWERLINE AND 5 FEET SOUTHEAST OF A FENCE.  IT IS A C AND GS
 BH2945'REFERENCE MARK
 BH2945'DISK, STAMPED HARMONY NO 2 1943, FLUSH WITH THE
 BH2945'GROUND.
 BH2945'
 BH2945'REFERENCE MARK NO. 3 IS 47.32 FEET SOUTHWEST OF THE STATION.  IT
 BH2945'IS 23.5 FEET NORTH
 BH2945'OF THE CENTER OF THE EAST-WEST ROAD, 107 FEET
 BH2945'SOUTHEAST OF THE CENTER OF THE ROAD
 BH2945'LEADING NORTHEAST, 174 FEET WEST
 BH2945'OF THE LONE PINE TREE, 44.5 FEET NORTH OF THE SOUTH
 BH2945'RIGHT-OF-WAY
 BH2945'FENCE, 64 FEET SOUTH OF A POINT DIRECTLY UNDER A POWERLINE AND
 BH2945'1 FOOT NORTHWEST
 BH2945'OF A WITNESS POST.  IT IS A C AND G S REFERENCE MARK DISK
 BH2945'STAMPED HARMONY NO 3 1959,
 BH2945'PROJECTING 2 INCHES.
 BH2945'
 BH2945'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION.  IT IS
 BH2945'ON THE PROPERTY OF
 BH2945'MR. PAUL BOUNDS, 133 FEET NORTH OF THE CENTER
 BH2945'OF AN EAST-WEST ROAD, 20 FEET WEST OF
 BH2945'THE CENTER OF A ROAD LEADING
 BH2945'NORTH, 71 FEET WEST OF THE PROJECTED PLANE OF THE WEST
 BH2945'WALL OF A
 BH2945'YELLOW BRICK HOUSE, 78 FEET NORTH OF A FENCE CORNER, 92 FEET WEST
 BH2945'OF POWERLINE POLE
 BH2945'NUMBER 90S34, AND 1 FOOT NORTH OF A WITNESS POST.
 BH2945'IT IS A C AND G S AZIMUTH MARK DISK,
 BH2945'STAMPED HARMONY 1943 AZ MK 2 1970,
 BH2945'PROJECTING 2 INCHES.
 BH2945'
 BH2945'TO REACH THE STATION FROM THE POST OFFICE IN PICAYUNE, GO SOUTH
 BH2945'ON U.S. HIGHWAY 11
 BH2945'FOR 1 BLOCK TO CONCRETE PAVED STREET TO THE LEFT.
 BH2945'TURN LEFT AND GO EASTERLY FOR 2.0
 BH2945'MILES, PASSING UNDER I-59, TO THE
 BH2945'JUNCTION WITH STATE HIGHWAY 43, CONTINUE EASTERLY,
 BH2945'NOW ON STATE
 BH2945'HIGHWAY 43, FOR 1.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON PAVED
 BH2945'ROAD AND FOLLOW
 BH2945'THIS ROAD SOUTHERLY FOR 1.55 MILES TO A CROSSROAD.
 BH2945'TURN LEFT AND GO EASTERLY ON A
 BH2945'PAVED ROAD FOR 1.7 MILES TO A
 BH2945'PAVED SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 BH2945'LEFT.  CONTINUE
 BH2945'EASTERLY FOR 0.4 MILE TO ROAD FORK AND THE STATION BETWEEN THE
 BH2945'FORKS.
 BH2945'
 BH2945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.5 MI. ESE OF
 BH2945'PICAYUNE
 BH2945
 BH2945                          STATION RECOVERY (1972)
 BH2945
 BH2945'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2945'THE STATION WAS VISITED 5-5-72
 BH2945'
 BH2945'THE STATION IS LOCATED 6.7 MILES EAST-SOUTHEAST OF PICAYUNE IN THE
 BH2945'FORK OF TWO BLACK
 BH2945'TOP ROADS, 10.5 MILES NORTHWEST OF KILN, 2 MILES NORTHEAST OF THE
 BH2945'HARMONY BAPTIST CHURCH IN THE
 BH2945'SOUTHWEST 1/4 OF SECTION 23, T 6S, R 16W.  IT IS
 BH2945'53 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD,
 BH2945'114 FEET NORTHWEST AND ACROSS
 BH2945'THE ROAD FROM A T FENCE CORNER, 105 FEET WEST-SOUTHWEST OF A POWER
 BH2945'POLE, 41 FEET SOUTHEAST
 BH2945'OF A POWER LINE, 1 FOOT WEST OF A METAL WITNESS POST.
 BH2945'
 BH2945'IT IS A TRIANGULATION DISK, STAMPED HARMONY 1943 8 INCHES BELOW THE
 BH2945'GROUND.
 BH2945'
 BH2945'REFERENCE MARK NO 2 IS 119.32 FEET NORTH OF THE STATION.  IT IS 27
 BH2945'FEET SOUTHEAST OF
 BH2945'THE CENTER OF A BLACK TOP ROAD, 48 FEET SOUTHWEST OF A FENCE CORNER,
 BH2945'100 FEET WEST OF A POWER POLE
 BH2945'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS
 BH2945'A REFERENCE MARK DISK, STAMPED HARMONY NO 2 1943
 BH2945'PROJECTING 1 INCH.
 BH2945'
 BH2945'REFERENCE MARK NO 3 IS 47.28 FEET SOUTHWEST OF THE STATION.  IT IS 23
 BH2945'FEET NORTH OF THE
 BH2945'CENTER OF A BLACK TOP ROAD, 107 FEET SOUTHEAST OF THE CENTER OF
 BH2945'ANOTHER BLACK TOP ROAD, 131
 BH2945'FEET NORTHWEST AND ACROSS THE ROAD FROM A T FENCE
 BH2945'CORNER AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BH2945'POST.  IT IS A REFERENCE MARK DISK,
 BH2945'STAMPED HARMONY NO 3 1943 PROJECTING 2 INCHES.
 BH2945'
 BH2945'THE AZIMUTH MARK IS 130 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD,
 BH2945'18 FEET WEST OF THE
 BH2945'CENTER OF ANOTHER BLACK TOP ROAD, 37.5 FEET WEST OF A 10 INCH
 BH2945'LIVE OAK, 1.5 FEET WEST OF A FENCE
 BH2945'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2945'(NOTE-A SMALL AMOUNT OF CLEARING WILL BE REQUIRED FOR
 BH2945'THE STATION TO BE VISIBLE.) IT
 BH2945'IS AN AZIMUTH MARK DISK, STAMPED HARMONY 1943 AZ MARK 2 1970
 BH2945'PROJECTING 2 INCHES.
 BH2945'
 BH2945'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PICAYUNE, GO SOUTH
 BH2945'ON U.S.  HIGHWAY 11 FOR
 BH2945'0.7 MILES TO THE JUNCTION OF STATE HIGHWAY 43.  TURN LEFT AND GO
 BH2945'EAST ON STATE HIGHWAY 43 FOR 6.9
 BH2945'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 BH2945'ON A BLACK TOP ROAD FOR 1 MILE TO A REVERSE Y AND
 BH2945'THE STATION ON THE LEFT.
 BH2945'TO REACH THE AZIMUTH MARK TURN RIGHT AND GO WEST ON A BLACK TOP ROAD
 BH2945'FOR 0.45 MILES TO A BLACK TOP ROAD
 BH2945'AND THE MARK ON THE RIGHT.
 BH2945'
 BH2945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.7 MILES
 BH2945'EAST-SOUTHEAST OF PICAYUNE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1596 ***********************************************************************
 EG1596  DESIGNATION -  HARMONY
 EG1596  PID         -  EG1596
 EG1596  STATE/COUNTY-  MS/UNION
 EG1596  USGS QUAD   -  NEW ALBANY EAST (1980)
 EG1596
 EG1596                         *CURRENT SURVEY CONTROL
 EG1596  ___________________________________________________________________
 EG1596* NAD 83(1993)-  34 24 28.22266(N)    088 54 41.10275(W)     ADJUSTED  
 EG1596* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 EG1596  ___________________________________________________________________
 EG1596  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EG1596  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1596  HORZ ORDER  -  THIRD
 EG1596
 EG1596.The horizontal coordinates were established by classical geodetic methods
 EG1596.and adjusted by the National Geodetic Survey in May 1994.
 EG1596
 EG1596.The orthometric height was scaled from a topographic map.
 EG1596
 EG1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1596
 EG1596.The geoid height was determined by GEOID03.
 EG1596
 EG1596;                    North         East     Units Scale Factor Converg.
 EG1596;SPC MS E     -   544,187.769   292,821.234   MT  0.99995063   -0 02 38.8
 EG1596;SPC MS E     - 1,785,389.37    960,697.67   sFT  0.99995063   -0 02 38.8
 EG1596;UTM  16      - 3,809,034.192   324,320.928   MT  0.99998044   -1 04 49.4
 EG1596
 EG1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1596!SPC MS E     -   0.99997947  x   0.99995063  =   0.99993010
 EG1596!UTM  16      -   0.99997947  x   0.99998044  =   0.99995991
 EG1596
 EG1596:                Primary Azimuth Mark                     Grid Az
 EG1596:SPC MS E     -  UNION FIRE TOWER                         009 20 05.2
 EG1596:UTM  16      -  UNION FIRE TOWER                         010 22 15.8
 EG1596
 EG1596|---------------------------------------------------------------------|
 EG1596| PID    Reference Object                     Distance      Geod. Az  |
 EG1596|                                                           dddmmss.s |
 EG1596| EG1597 UNION FIRE TOWER                    APPROX. 9.8 KM 0091726.4 |
 EG1596| CG3435 HARMONY RM 1                         20.446 METERS 20700     |
 EG1596| EG1589 ECRU MICROWAVE MAST                 APPROX. 6.9 KM 2230149.6 |
 EG1596| CG3434 HARMONY AZ MK                                      2810807.4 |
 EG1596| CG3436 HARMONY RM 2                         27.508 METERS 29537     |
 EG1596|---------------------------------------------------------------------|
 EG1596
 EG1596                          SUPERSEDED SURVEY CONTROL
 EG1596
 EG1596  NAD 83(1993)-  34 24 28.23461(N)    088 54 41.10201(W) AD(       ) 3
 EG1596  NAD 83(1986)-  34 24 28.23438(N)    088 54 41.10108(W) AD(       ) 3
 EG1596  NAD 27      -  34 24 27.86211(N)    088 54 40.88363(W) AD(       ) 3
 EG1596
 EG1596.Superseded values are not recommended for survey control.
 EG1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1596.See file dsdata.txt to determine how the superseded data were derived.
 EG1596
 EG1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2432109034(NAD 83)
 EG1596_MARKER: DS = TRIANGULATION STATION DISK
 EG1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1596
 EG1596  HISTORY     - Date     Condition        Report By
 EG1596  HISTORY     - 1967     MONUMENTED       CGS
 EG1596  HISTORY     - 1975     GOOD             NGS
 EG1596
 EG1596                          STATION DESCRIPTION
 EG1596
 EG1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1596'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF SHERMAN, 7 MILES
 EG1596'SOUTHEAST OF NEW
 EG1596'ALBANY, 0.1 MILE NORTHEAST OF U S HIGHWAY 78 AND ON
 EG1596'THE PROPERTY OF MR DEWEY RODGERS.
 EG1596'
 EG1596'TO REACH FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE HIGHWAY 15 IN
 EG1596'THE SOUTHEAST EDGE
 EG1596'OF NEW ALBANY, GO SOUTHEAST ON U S HIGHWAY 78 FOR
 EG1596'7.1 MILES TO A PAVED SIDE ROAD RIGHT
 EG1596'AND A SIGN NEW HARMONY.  TO
 EG1596'REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND
 EG1596'GO SOUTHWEST ON A
 EG1596'PAVED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 EG1596'ON THE RIGHT).
 EG1596'CONTINUE SOUTHEAST ON U S HIGHWAY 78 FOR 0.15 MILE TO
 EG1596'A CROSSROAD.  TURN LEFT AND GO
 EG1596'NORTHEAST ON A GRAVELED ROAD FOR 0.1
 EG1596'MILE TO THE STATION ON THE LEFT.
 EG1596'
 EG1596'STATION MARKS ARE STANDARD DISKS STAMPED HARMONY 1967.  THE SURFACE
 EG1596'DISK IS SET IN A
 EG1596'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 EG1596'IS 2.1 FEET NORTHWEST OF A METAL
 EG1596'WITNESS POST, 16 FEET NORTHWEST OF A
 EG1596'12 INCH OAK TREE AND 44 FEET NORTH OF THE CENTER OF
 EG1596'A GRAVELED ROAD.
 EG1596'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 EG1596'INCHES BELOW THE
 EG1596'SURFACE OF THE GROUND.
 EG1596'
 EG1596'R M NO 1, A STANDARD DISK STAMPED HARMONY NO 1 1967, IS SET IN A
 EG1596'ROUND CONCRETE
 EG1596'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2.2 FEET WEST
 EG1596'OF A METAL WITNESS POST, 22 FEET
 EG1596'SOUTHWEST OF AN 8 INCH OAK TREE AND
 EG1596'23 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 EG1596'
 EG1596'R M NO 2, A STANDARD DISK STAMPED HARMONY NO 2 1967, IS SET IN A
 EG1596'ROUND CONCRETE
 EG1596'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 2 FEET
 EG1596'NORTHEAST OF A METAL WITNESS
 EG1596'POST, 27.5 FEET NORTH OF A 15 INCH OAK
 EG1596'TREE AND 47 FEET NORTH OF THE CENTER OF THE
 EG1596'GRAVELED ROAD.
 EG1596'
 EG1596'AZIMUTH MARK, A STANDARD DISK STAMPED HARMONY 1967, IS SET IN A ROUND
 EG1596'CONCRETE MONUMENT
 EG1596'WHICH PROJECTS 5 INCHES.  IT IS 1.4 FEET NORTHWEST
 EG1596'OF A METAL WITNESS POST, 28 FEET
 EG1596'WEST OF THE CENTER OF A PAVED ROAD,
 EG1596'29 FEET NORTH OF A POWER POLE AND 36 FEET SOUTH OF
 EG1596'THE CENTR OF A
 EG1596'DRIVEWAY.
 EG1596'
 EG1596'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1596
 EG1596                          STATION RECOVERY (1975)
 EG1596
 EG1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RB)
 EG1596'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED IN
 EG1596'GOOD CONDITION 3-8-75.  REFERENCE MARK NO. 1 APPEARED TO HAVE BEEN
 EG1596'TILTED BY THE RECENT CLEARING OPERATION.  THE 1967 DESCRIPTION OF
 EG1596'THE AZIMUTH MARK AND THE (TO REACH) ARE ADEQUATE BUT DUE TO THE
 EG1596'CLEARING, NEW DESCRIPTIONS ARE SUBMITTED FOR THE MARKS AT THE
 EG1596'STATION SITE.
 EG1596'
 EG1596'STATION IS LOCATED 8 MILES SE OF NEW ALBANY, 5 MILES NW OF SHERMAN,
 EG1596'2.2 MILES WEST OF BLUE SPRINGS, 261 FEET NE OF CENTERLINE OF U.S.
 EG1596'HIGHWAY 78, NEAR THE NORTHWEST CORNER OF SECTION 8, T8S, R4E, ON
 EG1596'THE PROPERTY OF MR. DEWEY ROGERS.
 EG1596'
 EG1596'STATION SURFACE MARK IS A STANDARD DISK, STAMPED HARMONY 1967, SET
 EG1596'IN A 12-INCH ROUND CONCRETE POST PROJECTING 5 INCHES.  IT IS 43
 EG1596'FEET NNE OF AND 4 FEET HIGHER THAN THE CENTER OF A GRAVEL ROAD, 57
 EG1596'FEET WEST OF 30-INCH TWIN RED OAK, 64 FEET NW OF 12-INCH POST OAK,
 EG1596'AND ABOUT 100 FEET SE OF SMALL MOBILE HOME.
 EG1596'
 EG1596'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HARMONY NO. 1 1967,
 EG1596'SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EG1596'22 FEET SSW OF CENTER OF GRAVEL ROAD, 67 FEET WEST OF 12-INCH POST
 EG1596'OAK, 109 FEET SW OF 30-INCH TWIN RED OAK, 166 FEET SE OF POWER
 EG1596'POLE WITH TRANSFORMER, AND ABOUT 1.5 FEET LOWER THAN THE STATION
 EG1596'MARK.
 EG1596'
 EG1596'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HARMONY NO. 2 1967,
 EG1596'SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EG1596'46 FEET NE OF CENTER OF GRAVEL ROAD, 76 FEET EAST OF POWER POLE
 EG1596'WITH TRANSFORMER, 231 FEET NE OF CENTERLINE OF U.S. HIGHWAY 78, 14
 EG1596'FEET SOUTH OF THE MOBILE HOME HITCH, AND ABOUT 1 FOOT LOWER THAN
 EG1596'THE STATION MARK.
 EG1596'
 EG1596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 EG1596'SOUTHEAST OF NEW ALBANY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1657 ***********************************************************************
 EG1657  DESIGNATION -  HARNER
 EG1657  PID         -  EG1657
 EG1657  STATE/COUNTY-  MS/BENTON
 EG1657  USGS QUAD   -  ASHLAND (1982)
 EG1657
 EG1657                         *CURRENT SURVEY CONTROL
 EG1657  ___________________________________________________________________
 EG1657* NAD 83(1993)-  34 51 28.96172(N)    089 14 22.03415(W)     ADJUSTED  
 EG1657* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 EG1657  ___________________________________________________________________
 EG1657  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EG1657  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EG1657  HORZ ORDER  -  SECOND
 EG1657
 EG1657.The horizontal coordinates were established by classical geodetic methods
 EG1657.and adjusted by the National Geodetic Survey in May 1994.
 EG1657
 EG1657.The orthometric height was scaled from a topographic map.
 EG1657
 EG1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1657
 EG1657.The geoid height was determined by GEOID03.
 EG1657
 EG1657;                    North         East     Units Scale Factor Converg.
 EG1657;SPC MS E     -   594,200.748   262,863.829   MT  0.99996699   -0 13 55.6
 EG1657;SPC MS E     - 1,949,473.62    862,412.41   sFT  0.99996699   -0 13 55.6
 EG1657;UTM  16      - 3,859,588.362   295,275.609   MT  1.00011659   -1 16 49.4
 EG1657
 EG1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1657!SPC MS E     -   0.99997025  x   0.99996699  =   0.99993724
 EG1657!UTM  16      -   0.99997025  x   1.00011659  =   1.00008684
 EG1657
 EG1657|---------------------------------------------------------------------|
 EG1657| PID    Reference Object                     Distance      Geod. Az  |
 EG1657|                                                           dddmmss.s |
 EG1657| EG1658 ASHLAND MICROWAVE REPEATER TR        16.965 METERS 00208     |
 EG1657| CG3438 HARNER RM 1                          18.372 METERS 04105     |
 EG1657| EG1656 ASHLAND MUNICIPAL TANK              APPROX. 6.4 KM 1161405.3 |
 EG1657| CG3437 HARNER AZ MK                                       2162024.3 |
 EG1657| EG1698 MID VALLEY PIPELINE MICROWAVE       APPROX.10.3 KM 2181412.9 |
 EG1657| EG1701 SCALES FIRE TOWER                   APPROX.10.8 KM 2193331.1 |
 EG1657| CG3439 HARNER RM 2                          23.868 METERS 30005     |
 EG1657|---------------------------------------------------------------------|
 EG1657
 EG1657                          SUPERSEDED SURVEY CONTROL
 EG1657
 EG1657  NAD 83(1986)-  34 51 28.97296(N)    089 14 22.03356(W) AD(       ) 2
 EG1657  NAD 27      -  34 51 28.63951(N)    089 14 21.77759(W) AD(       ) 2
 EG1657
 EG1657.Superseded values are not recommended for survey control.
 EG1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1657.See file dsdata.txt to determine how the superseded data were derived.
 EG1657
 EG1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9527659588(NAD 83)
 EG1657_MARKER: DS = TRIANGULATION STATION DISK
 EG1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1657+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 EG1657
 EG1657  HISTORY     - Date     Condition        Report By
 EG1657  HISTORY     - 1967     MONUMENTED       CGS
 EG1657  HISTORY     - 20040814 GOOD             GEOCAC
 EG1657  HISTORY     - 20070720 GOOD             GEOCAC
 EG1657
 EG1657                          STATION DESCRIPTION
 EG1657
 EG1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1657'STATION IS ABOUT 14 MILES NORTHEAST OF HOLLY SPRINGS, 6 MILES SOUTH
 EG1657'OF U S HIGHWAY 72,
 EG1657'4 MILES NORTHWEST OF ASHLAND, ON THE HIGHEST POINT
 EG1657'OF A HILL LOCALLY KNOWN AS HARNER
 EG1657'HILL AND ON PROPERTY OWNED BY MR H
 EG1657'A HOBSON.
 EG1657'
 EG1657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 370
 EG1657'ABOUT 1 MILE WEST
 EG1657'OF ASHLAND, GO NORTHERLY ON STATE HIGHWAY 5 FOR
 EG1657'1.95 MILES TO A CROSSROAD.  TURN
 EG1657'LEFT AND GO WEST, SOUTHWEST AND WEST
 EG1657'ON A BLACKTOP ROAD FOR 3.2 MILES TO A SIDE ROAD
 EG1657'RIGHT JUST AFTER
 EG1657'BLACKTOP ENDS.  TURN RIGHT AND GO NORTH ON A SAND ROAD FOR 0.1
 EG1657'MILE TO THE
 EG1657'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY ON THE SAND ROAD
 EG1657'FOR 0.2 MILE TO A Y-FORK.
 EG1657'TAKE THE RIGHT FORK AND GO NORTH AND
 EG1657'NORTHEAST UPHILL ON A DIRT ROAD FOR 0.15
 EG1657'MILE TO THE TOP OF THE HILL
 EG1657'AND THE STATION ON THE RIGHT.
 EG1657'
 EG1657'STATION MARKS ARE STANDARD DISKS STAMPED HARNER 1966.  THE SURFACE
 EG1657'DISK IS SET IN THE
 EG1657'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 EG1657'WHICH PROJECTS 3 INCHES.  IT IS 44
 EG1657'FEET SOUTHWEST OF AN 8 INCH PINE
 EG1657'TREE, 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 EG1657'BLOCK BUILDING AND
 EG1657'1.8 FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 EG1657'IS SET IN AN
 EG1657'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 EG1657'SURFACE.
 EG1657'
 EG1657'REFERENCE MARK NO 1, A STANDARD DISK STAMPED HARNER NO 1 1966, IS SET
 EG1657'IN THE TOP OF A 12
 EG1657'INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EG1657'3 INCHES.  IT IS 43 FEET
 EG1657'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 EG1657'THE BLOCK BUILDING, 26 FEET NORTH OF THE 8
 EG1657'INCH PINE TREE AND 2 FEET
 EG1657'SOUTHWEST OF A METAL WITNESS POST.
 EG1657'
 EG1657'REFERENCE MARK NO 2, A STANDARD DISK STAMPED HARNER NO 2 1966, IS SET
 EG1657'IN THE TOP OF A 12
 EG1657'INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EG1657'3 INCHES.  IT IS 15 FEET NORTH OF THE
 EG1657'CENTER OF A DIRT ROAD, 2 FEET
 EG1657'EAST OF A POWER POLE AND 1.6 FEET SOUTHEAST OF A METAL
 EG1657'WITNESS POST.
 EG1657'
 EG1657'AZIMUTH MARK, A STANDARD DISK STAMPED HARNER 1966, IS SET IN THE TOP
 EG1657'OF A 12 INCH
 EG1657'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 EG1657'IS 13 FEET NORTHWEST OF THE
 EG1657'CENTER OF A SAND ROAD, 11 FEET
 EG1657'NORTH-NORTHEAST OF A GATE POST, 1.8 FEET
 EG1657'NORTH-NORTHWEST OF A METAL
 EG1657'WITNESS POST AND 1.5 FEET SOUTHEAST OF A FENCE.
 EG1657'
 EG1657'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EG1657
 EG1657                          STATION RECOVERY (2004)
 EG1657
 EG1657'RECOVERY NOTE BY GEOCACHING 2004 (JIJ)
 EG1657'THE HILL IS KNOWN LOCALY AS HAMER MTN. THE SAND ROAD IN DESCRIPTION IS
 EG1657'HAMER MTN. ROAD. IT IS STILL A SAND ROAD. WITNESS POST AND BLOCK
 EG1657'BUILDING ARE THERE.
 EG1657
 EG1657                          STATION RECOVERY (2007)
 EG1657
 EG1657'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 EG1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ8568 ***********************************************************************
 DJ8568  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8568  DESIGNATION -  HAROLD
 DJ8568  PID         -  DJ8568
 DJ8568  STATE/COUNTY-  MS/YAZOO
 DJ8568  USGS QUAD   -  SATARTIA (1988)
 DJ8568
 DJ8568                         *CURRENT SURVEY CONTROL
 DJ8568  ___________________________________________________________________
 DJ8568* NAD 83(2007)-  32 40 25.30984(N)    090 32 57.77044(W)     ADJUSTED  
 DJ8568* NAVD 88     -        32.52   (meters)     106.7    (feet)  GPS OBS   
 DJ8568  ___________________________________________________________________
 DJ8568  EPOCH DATE  -        2002.00
 DJ8568  X           -     -51,528.798 (meters)                     COMP
 DJ8568  Y           -  -5,373,855.158 (meters)                     COMP
 DJ8568  Z           -   3,423,556.391 (meters)                     COMP
 DJ8568  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DJ8568  ELLIP HEIGHT-           5.727 (meters)          (02/15/08) ADJUSTED
 DJ8568  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DJ8568  HORZ ORDER  -  B
 DJ8568  ELLP ORDER  -  FOURTH    CLASS II
 DJ8568
 DJ8568.The horizontal coordinates were established by GPS observations
 DJ8568.and adjusted by the EMC INCORPORATED in February 2008.
 DJ8568
 DJ8568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ8568.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ8568.The horizontal coordinates are valid at the epoch date displayed above.
 DJ8568.The epoch date for horizontal control is a decimal equivalence
 DJ8568.of Year/Month/Day.
 DJ8568
 DJ8568.The orthometric height was determined by GPS observations and a
 DJ8568.high-resolution geoid model.
 DJ8568.The orthometric height was determined by GPS observations and a
 DJ8568.high-resolution geoid model using precise GPS observation and
 DJ8568.processing techniques.
 DJ8568
 DJ8568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8568
 DJ8568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ8568
 DJ8568.The ellipsoidal height was determined by GPS observations
 DJ8568.and is referenced to NAD 83.
 DJ8568
 DJ8568.The geoid height was determined by GEOID03.
 DJ8568
 DJ8568;                    North         East     Units Scale Factor Converg.
 DJ8568;SPC MS W     -   351,874.306   679,736.682   MT  0.99995506   -0 06 59.9
 DJ8568;SPC MS W     - 1,154,440.95  2,230,102.76   sFT  0.99995506   -0 06 59.9
 DJ8568;UTM  15      - 3,617,767.933   729,795.047   MT  1.00025118   +1 19 24.8
 DJ8568
 DJ8568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8568!SPC MS W     -   0.99999910  x   0.99995506  =   0.99995416
 DJ8568!UTM  15      -   0.99999910  x   1.00025118  =   1.00025028
 DJ8568
 DJ8568                          SUPERSEDED SURVEY CONTROL
 DJ8568
 DJ8568.No superseded survey control is available for this station.
 DJ8568
 DJ8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2979517768(NAD 83)
 DJ8568_MARKER: DD = SURVEY DISK
 DJ8568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ8568_SP_SET: BRASS CAP SET FLUSH WITH CONCRET
 DJ8568_STAMPING: HAROLD
 DJ8568_MARK LOGO: USACE 
 DJ8568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ8568+STABILITY: POSITION/ELEVATION WELL
 DJ8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8568+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DJ8568
 DJ8568  HISTORY     - Date     Condition        Report By
 DJ8568  HISTORY     - 20060829 MONUMENTED       USACE
 DJ8568
 DJ8568                          STATION DESCRIPTION
 DJ8568
 DJ8568'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2006
 DJ8568'TO RACH FROM THE INTERSECTION OF HIGHWAY 3, HIGHWAY 433, AND SATATRIA
 DJ8568'ROAD IN SATARTIA MS GO 0.7MI NORTHWESTERLY ALONG SATATRTIA ROAD TO A
 DJ8568'BRIDGE OVER THE YAZOO RIVER AND THE MARK ON THE RIGHT. BM HAROLD IS A
 DJ8568'BRASS CAP SET FLUSH WITH CONCRETE IN THE N/E BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1365 ***********************************************************************
 CO1365  DESIGNATION -  HARPERVILLE HILLSBORO TANK
 CO1365  PID         -  CO1365
 CO1365  STATE/COUNTY-  MS/SCOTT
 CO1365  USGS QUAD   -  HARPERVILLE (1982)
 CO1365
 CO1365                         *CURRENT SURVEY CONTROL
 CO1365  ___________________________________________________________________
 CO1365* NAD 83(1993)-  32 29 16.24910(N)    089 29 04.46249(W)     NO CHECK  
 CO1365* NAVD 88     -              **(meters)            **(feet)            
 CO1365  ___________________________________________________________________
 CO1365  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CO1365  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CO1365  HORZ ORDER  -  THIRD
 CO1365
 CO1365.The horizontal coordinates were established by classical geodetic methods
 CO1365.and adjusted by the National Geodetic Survey in May 1994.
 CO1365.No horizontal observational check was made to the station.
 CO1365
 CO1365
 CO1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1365
 CO1365.The geoid height was determined by GEOID03.
 CO1365
 CO1365;                    North         East     Units Scale Factor Converg.
 CO1365;SPC MS E     -   331,431.319   238,792.883   MT  0.99999618   -0 20 59.3
 CO1365;SPC MS E     - 1,087,370.92    783,439.65   sFT  0.99999618   -0 20 59.3
 CO1365;UTM  16      - 3,597,231.834   266,538.712   MT  1.00027216   -1 20 06.4
 CO1365
 CO1365                          SUPERSEDED SURVEY CONTROL
 CO1365
 CO1365  NAD 83(1986)-  32 29 16.26187(N)    089 29 04.45755(W) AD(       ) 4
 CO1365  NAD 27      -  32 29 15.76267(N)    089 29 04.18081(W) AD(       ) 3
 CO1365
 CO1365.Superseded values are not recommended for survey control.
 CO1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1365.See file dsdata.txt to determine how the superseded data were derived.
 CO1365
 CO1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA6653997232(NAD 83)
 CO1365_MARKER: 53 = ELEVATED TANK
 CO1365
 CO1365  HISTORY     - Date     Condition        Report By
 CO1365  HISTORY     - 1970     FIRST OBSERVED   NGS
 CO1365
 CO1365                          STATION DESCRIPTION
 CO1365
 CO1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1365'THE STATION IS THE RED LIGHT ATOP THE HARPERVILLE-HILLSBORO,
 CO1365'RURAL WATER SYSTEM TANK THAT IS LOCATED ABOUT 2 MILES NORTH OF
 CO1365'HILLSBORO AND JUST EAST OF STATE HIGHWAY 35 IN THE SOUTHEAST
 CO1365'SECTION OF HARPERVILLE.  THE TANK IS SPHERICAL IN SHAPE,
 CO1365'SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED LIGHT BLUE IN
 CO1365'COLOR.  IT IS 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1249 ***********************************************************************
 CO1249  DESIGNATION -  HARRELL
 CO1249  PID         -  CO1249
 CO1249  STATE/COUNTY-  MS/CLARKE
 CO1249  USGS QUAD   -  SYKES (1983)
 CO1249
 CO1249                         *CURRENT SURVEY CONTROL
 CO1249  ___________________________________________________________________
 CO1249* NAD 83(1993)-  32 05 50.84563(N)    088 35 53.31810(W)     ADJUSTED  
 CO1249* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CO1249  ___________________________________________________________________
 CO1249  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CO1249  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CO1249  HORZ ORDER  -  THIRD
 CO1249
 CO1249.The horizontal coordinates were established by classical geodetic methods
 CO1249.and adjusted by the National Geodetic Survey in May 1994.
 CO1249
 CO1249.The orthometric height was scaled from a topographic map.
 CO1249
 CO1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1249
 CO1249.The geoid height was determined by GEOID03.
 CO1249
 CO1249;                    North         East     Units Scale Factor Converg.
 CO1249;SPC MS E     -   287,979.762   322,199.165   MT  0.99995608   +0 07 29.9
 CO1249;SPC MS E     -   944,813.60  1,057,081.76   sFT  0.99995608   +0 07 29.9
 CO1249;SPC AL W     -   233,058.176   496,346.966   MT  1.00006579   -0 35 00.8
 CO1249;UTM  16      - 3,552,355.873   349,198.075   MT  0.99988046   -0 50 57.7
 CO1249
 CO1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1249!SPC MS E     -   0.99998783  x   0.99995608  =   0.99994391
 CO1249!SPC AL W     -   0.99998783  x   1.00006579  =   1.00005362
 CO1249!UTM  16      -   0.99998783  x   0.99988046  =   0.99986829
 CO1249
 CO1249|---------------------------------------------------------------------|
 CO1249| PID    Reference Object                     Distance      Geod. Az  |
 CO1249|                                                           dddmmss.s |
 CO1249| CO1634 HARRELL RM 1                         25.676 METERS 00506     |
 CO1249| CO1635 HARRELL RM 2                         22.336 METERS 12035     |
 CO1249| CO1636 HARRELL AZ MK                                      2823949.9 |
 CO1249|---------------------------------------------------------------------|
 CO1249
 CO1249                          SUPERSEDED SURVEY CONTROL
 CO1249
 CO1249  NAD 83(1993)-  32 05 50.85394(N)    088 35 53.31847(W) AD(       ) 3
 CO1249  NAD 83(1986)-  32 05 50.85899(N)    088 35 53.32038(W) AD(       ) 3
 CO1249  NAD 27      -  32 05 50.32300(N)    088 35 53.18000(W) AD(       ) 3
 CO1249
 CO1249.Superseded values are not recommended for survey control.
 CO1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1249.See file dsdata.txt to determine how the superseded data were derived.
 CO1249
 CO1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4919852356(NAD 83)
 CO1249_MARKER: DS = TRIANGULATION STATION DISK
 CO1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1249_SP_SET: CONCRETE POST
 CO1249_STAMPING: HARRELL 1956
 CO1249_MARK LOGO: CGS   
 CO1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1249+STABILITY: SURFACE MOTION
 CO1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1249+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 CO1249
 CO1249  HISTORY     - Date     Condition        Report By
 CO1249  HISTORY     - 1956     MONUMENTED       CGS
 CO1249  HISTORY     - 1956     GOOD             CGS
 CO1249  HISTORY     - 1964     GOOD             MSHD
 CO1249  HISTORY     - 19900606 GOOD             MSHD
 CO1249
 CO1249                          STATION DESCRIPTION
 CO1249
 CO1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1249'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF QUITMAN, 9 MILES
 CO1249'WEST OF THE ALABAMA-MISSISSIPPI STATE LINE, ON THE NORTH SIDE OF
 CO1249'STATE HIGHWAY 18, ON PROPERTY OWNED BY MR. GLEN HARRELL.  IT IS
 CO1249'120 FEET SOUTH OF THE SOUTHEAST CORNER OF MR. HARRELLS FRAME
 CO1249'HOUSE, 71 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18 AND 12
 CO1249'FEET SOUTHWEST OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK
 CO1249'IS FLUSH AND THE DISK IS STAMPED HARRELL 1956.
 CO1249'
 CO1249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 CO1249'STATE HIGHWAY 18 IN QUITMAN, GO EAST ON STATE HIGHWAY 18 FOR 1.2
 CO1249'MILES TO THE JUNCTION OF STATE HIGHWAYS 18 AND 511.  TURN LEFT AND
 CO1249'CONTINUE NORTHEAST ON HIGHWAY 18 FOR 3.2 MILES TO THE END OF
 CO1249'PAVEMENT.  CONTINUE NORTHEAST ON HIGHWAY 18 (UNDER CONSTRUCTION)
 CO1249'FOR 1.95 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE EASTERLY
 CO1249'ON HIGHWAY 18 FOR 2.1 MILES TO A CONCRETE BRIDGE.  CONTINUE
 CO1249'EAST FOR 0.8 MILE TO MR. HARRELLS HOUSE AND THE STATION ON THE
 CO1249'LEFT AS DESCRIBED.
 CO1249'
 CO1249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 18
 CO1249'FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.2
 CO1249'MILE TO A CONCRETE BLOCK HOUSE AND THE MARK ON THE RIGHT AS
 CO1249'DESCRIBED.
 CO1249'
 CO1249'REFERENCE MARK 1 IS 35 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CO1249'FRAME HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARRELL NO
 CO1249'1 1956.
 CO1249'
 CO1249'REFERENCE MARK 2 IS 63 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 CO1249'1 FOOT SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 CO1249'STAMPED HARRELL NO 2 1956.
 CO1249'
 CO1249'THE AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CO1249'CONCRETE BLOCK HOUSE, 37 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 CO1249'1 FOOT NORTH OF THE FENCE LINE AND 1 FOOT NORTHEAST OF A WITNESS
 CO1249'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARRELL 1956.
 CO1249'
 CO1249'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CO1249
 CO1249                          STATION RECOVERY (1956)
 CO1249
 CO1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1249'RECOVERED IN GOOD CONDITION.
 CO1249
 CO1249                          STATION RECOVERY (1964)
 CO1249
 CO1249'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1249'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN
 CO1249'GOOD CONDITION.
 CO1249'
 CO1249'THE DESCRIPTION IS ADEQUATE.
 CO1249'
 CO1249'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF THE STATION AND 1.0
 CO1249'FOOT NORTHEAST OF THE AZIMUTH MARK.
 CO1249
 CO1249                          STATION RECOVERY (1990)
 CO1249
 CO1249'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1249'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF QUITMAN, ON
 CO1249'THE FRONT LAWN OF MR GLEN HARRELL, 0.75 MI (1.21 KM) EAST OF A CREEK
 CO1249'AND IS IN SECTION 18, T 3N, R 17E.
 CO1249'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 CO1249'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE HIGHWAY 18, TURN LEFT
 CO1249'AND GO EAST ON STATE HIGHWAY 18 FOR 9.0 MI (14.5 KM) TO A SIDE ROAD
 CO1249'LEFT, CONTINUE EAST ON STATE HIGHWAY 18 FOR 0.4 MI (0.6 KM) TO A
 CO1249'BRICK HOUSE AND THE MARK ON THE LEFT.
 CO1249'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO1249'ABOUT 4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, 2 INCHES BELOW
 CO1249'THE GROUND, 92.5 FT (28.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CO1249'CARPORT OF A BRICK HOUSE, 70.0 FT (21.3 M) NORTH OF THE CENTER OF
 CO1249'HIGHWAY 18, 22.0 FT (6.7 M) EAST OF THE CENTER OF THE EAST LEG OF A
 CO1249'CIRCULAR DRIVEWAY, 13.0 FT (4.0 M) SOUTHWEST OF A 24 INCH PECAN AND
 CO1249'1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2176 ***********************************************************************
 BW2176  DESIGNATION -  HARRIS
 BW2176  PID         -  BW2176
 BW2176  STATE/COUNTY-  MS/SIMPSON
 BW2176  USGS QUAD   -  HARRISVILLE (1970)
 BW2176
 BW2176                         *CURRENT SURVEY CONTROL
 BW2176  ___________________________________________________________________
 BW2176* NAD 83(1993)-  31 58 20.92338(N)    090 04 40.56787(W)     ADJUSTED  
 BW2176* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BW2176  ___________________________________________________________________
 BW2176  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BW2176  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW2176  HORZ ORDER  -  SECOND
 BW2176
 BW2176.The horizontal coordinates were established by classical geodetic methods
 BW2176.and adjusted by the National Geodetic Survey in May 1994.
 BW2176
 BW2176.The orthometric height was scaled from a topographic map.
 BW2176
 BW2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2176
 BW2176.The geoid height was determined by GEOID03.
 BW2176
 BW2176;                    North         East     Units Scale Factor Converg.
 BW2176;SPC MS W     -   274,126.200   724,139.376   MT  0.99995718   +0 08 06.9
 BW2176;SPC MS W     -   899,362.37  2,375,780.60   sFT  0.99995718   +0 08 06.9
 BW2176;UTM  15      - 3,541,115.734   776,139.989   MT  1.00054052   +1 32 53.7
 BW2176;UTM  16      - 3,541,524.676   209,123.827   MT  1.00064359   -1 37 51.4
 BW2176
 BW2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2176!SPC MS W     -   0.99998371  x   0.99995718  =   0.99994089
 BW2176!UTM  15      -   0.99998371  x   1.00054052  =   1.00052422
 BW2176!UTM  16      -   0.99998371  x   1.00064359  =   1.00062729
 BW2176
 BW2176|---------------------------------------------------------------------|
 BW2176| PID    Reference Object                     Distance      Geod. Az  |
 BW2176|                                                           dddmmss.s |
 BW2176| CY3742 HARRIS RM 2                          30.080 METERS 04611     |
 BW2176| CY3740 HARRIS AZ MK                                       0655244.9 |
 BW2176| CY3741 HARRIS RM 1                          32.510 METERS 11116     |
 BW2176|---------------------------------------------------------------------|
 BW2176
 BW2176                          SUPERSEDED SURVEY CONTROL
 BW2176
 BW2176  NAD 83(1986)-  31 58 20.93783(N)    090 04 40.56414(W) AD(       ) 2
 BW2176  NAD 27      -  31 58 20.37800(N)    090 04 40.26200(W) AD(       ) 2
 BW2176
 BW2176.Superseded values are not recommended for survey control.
 BW2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2176.See file dsdata.txt to determine how the superseded data were derived.
 BW2176
 BW2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR7614041116(NAD 83)
 BW2176_MARKER: DS = TRIANGULATION STATION DISK
 BW2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2176
 BW2176  HISTORY     - Date     Condition        Report By
 BW2176  HISTORY     - 1945     MONUMENTED       CGS
 BW2176  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BW2176  HISTORY     - 1967     GOOD             CGS
 BW2176  HISTORY     - 1967     GOOD             CGS
 BW2176  HISTORY     - 20020206 MARK NOT FOUND   CRAFT
 BW2176
 BW2176                          STATION DESCRIPTION
 BW2176
 BW2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2176'STATION IS LOCATED IN THE SE CORNER OF THE HARRISVILLE - PEARL
 BW2176'VOCATIONAL HIGH SCHOOL GROUNDS OF THE VILLAGE OF HARRISVILLE
 BW2176'AND IT IS 121 FEET SE OF THE SE CORNER OF THE HIGH SCHOOL.
 BW2176'IT IS ABOUT 60 YARDS N OF THE FRONT ENTRANCE OF THE HARRISVILLE
 BW2176'METHODIST CHURCH AND 49 FEET N OF THE APPROXIMATE CENTER
 BW2176'LINE OF A GRAVELED ROAD.
 BW2176'
 BW2176'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A
 BW2176'CONCRETE POST, STAMPED HARRIS 1945, AND ABOUT FLUSH WITH
 BW2176'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 BW2176'IN CONCRETE.
 BW2176'
 BW2176'REFERENCE MARK 1 IS 106.66 FEET ESE OF THE STATION AND 47
 BW2176'FEET N OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  IT
 BW2176'IS 1 FOOT W OF THE W SIDE OF A FRAME BUILDING.  IT IS A BRONZE
 BW2176'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED HARRIS
 BW2176'NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 BW2176'
 BW2176'REFERENCE MARK 2 IS 98.69 FEET NE OF THE STATION AND 15 FEET
 BW2176'E OF THE SW CORNER OF A LARGE BUILDING THAT IS PAINTED WHITE.
 BW2176'IT IS 1 FOOT S OF THE S SIDE OF THE BUILDING.  IT IS A BRONZE
 BW2176'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED HARRIS
 BW2176'NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 BW2176'
 BW2176'AZIMUTH MARK IS 0.2 MILE NE OF THE STATION AND ABOUT 60 YARDS
 BW2176'NW OF THE NW CORNER OF THE W.P. HARRIS RESIDENCE.  IT IS
 BW2176'61 FEET E OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD,
 BW2176'4.3 FEET S OF POWER LINE POLE 19 A 1, AND 2 FEET S OF A
 BW2176'STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN
 BW2176'TOP OF A CONCRETE POST, STAMPED HARRIS 1945, AND PROJECTS
 BW2176'ABOUT 4 INCHES.
 BW2176'
 BW2176'TO REACH THE STATION FROM THE BRAXTON RAILROAD STATION, GO
 BW2176'S ACROSS TRACKS AND TURN RIGHT AND FOLLOW MAIN-GRAVELED ROAD W
 BW2176'AND S FOR 7.75 MILES TO THE W.P. HARRIS RESIDENCE ON THE LEFT
 BW2176'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 BW2176'ON FOR 0.2 MILE TO THE HARRISVILLE - PEARL VOCATIONAL HIGH
 BW2176'SCHOOL ON THE RIGHT AND THE STATION AS DESCRIBED.
 BW2176'
 BW2176'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2176
 BW2176                          STATION RECOVERY (1955)
 BW2176
 BW2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2176'THE STATION WAS VISITED, AND THE STATION MARK, REFERENCE
 BW2176'MARK 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 BW2176'MARK 2 AND AZIMUTH MARK ARE OBSTRUCTED FROM THE STATION
 BW2176'BY A NEW SCHOOL BUILDING WHICH HAS BEEN BUILT N OF THE STATION.
 BW2176'REFERENCE MARK 1 WAS NOT FOUND.  ACCORDING TO THE MEASUREMENTS
 BW2176'GIVEN IN THE ORIGINAL DESCRIPTION, A NEW ADDITION HAS BEEN
 BW2176'BUILT TO THE AGRICULTURAL BUILDING, COVERING OR DESTROYING
 BW2176'THE MARK.  NO NEW REFERENCE MARKS WERE ESTABLISHED FOR THIS
 BW2176'STATION DUE TO THE INABILITY OF FINDING A SUITABLE LOCATION IN THE
 BW2176'SCHOOL GROUNDS.  ADDITIONAL REFERENCES WERE MEASURED TO
 BW2176'THE STATION TO INSURE FINDING IT AT A LATER DATE.  A NEW
 BW2176'DESCRIPTION FOLLOWS--
 BW2176'
 BW2176'THE STATION IS LOCATED IN THE SE SECTION OF HARRISVILLE,
 BW2176'AT THE S EDGE OF THE HARRISVILLE SCHOOL GROUNDS, ACROSS THE
 BW2176'HIGHWAY FROM THE HARRISVILLE METHODIST CHURCH, ON THE S
 BW2176'SIDE OF THE NEW RED-BRICK SCHOOL BUILDING, 3.4 FT. S OF A
 BW2176'SMALL TRIANGLE CHISELED IN THE ONLY DARK BROWN BRICK, MIDWAY
 BW2176'AND BELOW THE ELEVENTH AND TWELFTH WINDOWS FROM THE W END
 BW2176'OF THE BUILDING, 50 FT. N OF THE CENTER OF THE HIGHWAY, 68.1
 BW2176'FT.  E OF THE SW CORNER OF THE SCHOOL BUILDING, 59.7 FT. W OF
 BW2176'THE SW CORNER OF THE SE WING OF THE SCHOOL BUILDING, 210
 BW2176'FT.  N-NW OF THE NW CORNER OF THE BOTTOM CONCRETE STEP
 BW2176'OF THE METHODIST CHURCH, 13.7 FT. E OF THE FOURTH GAS
 BW2176'FEED PIPE FROM THE W END OF THE BUILDING, 7.5 FT. N OF AND
 BW2176'BETWEEN THE BUILDING AND A CESSPOOL, AND 153 FT. N-NE OF POWER
 BW2176'POLE NO. 125 WITH WIRES LEADING IN FOUR DIRECTIONS.  IT IS
 BW2176'A STANDARD DISK, STAMPED HARRIS 1945 AND SET 2 IN. BELOW
 BW2176'THE SURFACE OF THE GROUND.
 BW2176'
 BW2176'REFERENCE MARK 2 IS NE OF THE STATION, ON THE N SIDE OF THE
 BW2176'NEW SCHOOL BUILDING, AND S OF THE PUMPHOUSE.  IT IS 1 FT.
 BW2176'S OF THE S SIDE OF THE PUMPHOUSE, 32.8 FT. NW OF THE NE
 BW2176'CORNER OF THE NE WING OF THE BUILDING, 18 FT. N-NW OF THE NW
 BW2176'CORNER OF THE NE WING OF THE BUILDING, 26.2 FT. N OF THE N
 BW2176'WALL OF THE SCHOOL, AND OPPOSITE THE E EDGE OF THE FIRST WINDOW
 BW2176'FROM THE E.  IT IS A STANDARD DISK, STAMPED HARRIS NO 2 1945
 BW2176'AND PROJECTING 6 IN.
 BW2176'
 BW2176'THE AZIMUTH MARK IS 0.2 MI. NE OF THE STATION, 61 FT. E OF
 BW2176'THE CENTERLINE OF THE HARD-SURFACED ROAD, 4 FT. S OF POWER
 BW2176'POLE NO. REA 19A1, ABOUT 55 YD. NW OF A WHITE HOUSE ON THE
 BW2176'TOP OF THE HILL, AND ACROSS THE ROAD FROM A SMALL WHITE
 BW2176'HOUSE WITH A CIRCULAR DRIVEWAY.  IT IS A STANDARD DISK, STAMPED
 BW2176'HARRIS 1945 AND PROJECTING 2 IN.
 BW2176'
 BW2176'TO REACH FROM THE BRAXTON SCHOOL BUILDING IN BRAXTON,
 BW2176'GO S FOR 0.2 MI. TO THE RAILROAD TRACKS AND THE RAILROAD
 BW2176'STATION ON THE RIGHT, CROSS THE TRACKS AND TURN RIGHT AND
 BW2176'FOLLOW A HARD-SURFACED ROAD FOR 7.7 MI. TO HARRISVILLE AND
 BW2176'THE STATION ON THE RIGHT.
 BW2176
 BW2176                          STATION RECOVERY (1967)
 BW2176
 BW2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HBT)
 BW2176'THE STATION WAS VISITED 9-11-67 AND THE STATION MARK, REFERENCE
 BW2176'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2176'R.M. 1 WAS NOT FOUND AND WAS COVERED OR DESTROYED WHEN AN
 BW2176'ADDITION WAS ADDED TO THE AGRICULTURAL BUILDING.
 BW2176'
 BW2176'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF HARRISVILLE
 BW2176'AND ALONG THE SOUTH EDGE OF THE OLD ADDITION OF THE HARRISVILLE
 BW2176'ATTENDENCE CENTER BUILDING, NORTHEAST 1/4 OF SECTION 34, T 2N,
 BW2176'R 2E, AND IS NORTHWEST OF THE METHODIST CHURCH.  IT IS 3.4
 BW2176'FEET SOUTH OF A SMALL TRIANGULAR CHISELED IN THE ONLY DARK
 BW2176'BROWN BRICK MIDWAY BETWEEN THE 9TH AND 10TH WINDOW COMING FROM
 BW2176'THE EAST END OF THE BUILDING, 50 FEET NORTH OF THE CENTER
 BW2176'OF THE BLACKTOP ROAD, 59.7 FEET WEST OF THE SOUTHWEST CORNER
 BW2176'OF THE SOUTHEAST WING OF THE BUILDING, 63 FEET EAST OF A
 BW2176'STREET LAMP JUST SOUTHEAST OF THE ENTRANCE TO THE BUILDING,
 BW2176'13.7 FEET EAST OF FOURTH GAS FEED PIPE EAST SIDE OF THE
 BW2176'ENTRANCE TO THE BUILDING, AND 153 FEET NORTH NORTHEAST OF A
 BW2176'POWER POLE AT THE NORTHWEST CORNER OF THE CEMETERY.
 BW2176'
 BW2176'IT IS A STANDARD TRIANGULATION DISK, STAMPED HARRIS 1945,
 BW2176'2 INCHES BELOW THE GROUND.
 BW2176'
 BW2176'REFERENCE MARK NO. 2 IS 98.67 FEET NORTHEAST OF THE STATION
 BW2176'ON THE NORTH SIDE OF THE OLD ADDITION TO THE SCHOOL BUILDING.
 BW2176'IT IS 1 FOOT SOUTH OF THE SOUTH SIDE OF A PUMP HOUSE, 32.8
 BW2176'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE NORTHEAST
 BW2176'WING OF THE SCHOOL, 18 FEET NORTHWEST OF THE NORTHWEST CORNER
 BW2176'OF THE NORTHEAST WING, 26.2 FEET NORTH OF THE NORTH WALL OF
 BW2176'THE BUILDING, 54 FEET EAST OF THE SOUTHWEST CORNER OF A
 BW2176'CONCRETE BLOCK BUILDING AND OPPOSITE THE EAST EDGE OF THE
 BW2176'FIRST WINDOW FROM THE EAST.  IT IS A STANDARD
 BW2176'REFERENCE MARK DISK STAMPED HARRIS NO. 2 1945
 BW2176'PROJECTING 6 INCHES.
 BW2176'
 BW2176'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION.  IT
 BW2176'IS 49 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 4.5 FEET
 BW2176'SOUTHEAST OF POWER POLE NO. REA 19A1 121, 21 FEET EAST OF
 BW2176'THE EAST EDGE OF THE HIGHWAY BANK, APPROXIMATELY 55 YARDS
 BW2176'NORTHWEST OF A WHITE HOUSE ON TOP OF A HILL AND 1 FOOT
 BW2176'NORTH OF A METAL WITNESS POST.  THE AZIMUTH WILL NOT SEE
 BW2176'THE STATION FROM THE GROUND.  IT IS A STANDARD AZIMUTH MARK
 BW2176'DISK, STAMPED HARRIS 1945 PROJECTING 2 INCHES.
 BW2176'
 BW2176'THE STATION IS LOCATED NORTH OF THE JUNCTION OF A ROAD LEADING
 BW2176'NORTHEAST TO BRAXTON AND MISSISSIPPI HIGHWAY 469 ON THE GROUNDS
 BW2176'OF THE HARRISVILLE ATTENDENCE CENTER.  TO REACH THE AZIMUTH
 BW2176'FROM THE STATION GO EAST ON A BLACKTOP ROAD FOR 0.2
 BW2176'MILE TO THE MARK ON THE RIGHT ON A BANK IN THE RIGHT OF WAY
 BW2176'WHERE THE POWER LINE CROSSES THE HIGHWAY.
 BW2176
 BW2176                          STATION RECOVERY (1967)
 BW2176
 BW2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AKH)
 BW2176'STATION VISITED AFTER THE ABOVE DESCRIPTION WAS WRITTEN BY H.B.T.
 BW2176'THERE IS NO LOCATION FOR A R.M. 3 TO BE SET.  MARK CAN BE
 BW2176'EASILY RECOVERED AND IS IN A SAFE LOCATION.
 BW2176
 BW2176                          STATION RECOVERY (2002)
 BW2176
 BW2176'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002 (CHC)
 BW2176'ENTIRE SITE HAS BEEN LANDSCAPED AND NEW CHURCH BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1772 ***********************************************************************
 EG1772  DESIGNATION -  HARRISON
 EG1772  PID         -  EG1772
 EG1772  STATE/COUNTY-  MS/LAFAYETTE
 EG1772  USGS QUAD   -  SPLINTER (1980)
 EG1772
 EG1772                         *CURRENT SURVEY CONTROL
 EG1772  ___________________________________________________________________
 EG1772* NAD 83(1993)-  34 21 21.07285(N)    089 41 46.69742(W)     ADJUSTED  
 EG1772* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 EG1772  ___________________________________________________________________
 EG1772  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EG1772  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EG1772  HORZ ORDER  -  THIRD
 EG1772
 EG1772.The horizontal coordinates were established by classical geodetic methods
 EG1772.and adjusted by the National Geodetic Survey in May 1994.
 EG1772
 EG1772.The orthometric height was scaled from a topographic map.
 EG1772
 EG1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1772
 EG1772.The geoid height was determined by GEOID03.
 EG1772
 EG1772;                    North         East     Units Scale Factor Converg.
 EG1772;SPC MS E     -   538,755.924   220,611.420   MT  1.00002766   -0 29 13.3
 EG1772;SPC MS E     - 1,767,568.39    723,789.30   sFT  1.00002766   -0 29 13.3
 EG1772;SPC MS W     -   538,602.368   758,602.710   MT  0.99999232   +0 21 34.2
 EG1772;SPC MS W     - 1,767,064.60  2,488,849.06   sFT  0.99999232   +0 21 34.2
 EG1772;UTM  16      - 3,804,907.833   252,011.703   MT  1.00035811   -1 31 20.6
 EG1772
 EG1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1772!SPC MS E     -   0.99998487  x   1.00002766  =   1.00001253
 EG1772!SPC MS W     -   0.99998487  x   0.99999232  =   0.99997719
 EG1772!UTM  16      -   0.99998487  x   1.00035811  =   1.00034298
 EG1772
 EG1772|---------------------------------------------------------------------|
 EG1772| PID    Reference Object                     Distance      Geod. Az  |
 EG1772|                                                           dddmmss.s |
 EG1772| CG3441 HARRISON RM 1                        25.625 METERS 04251     |
 EG1772| CG3443 HARRISON RM 3                        23.239 METERS 06213     |
 EG1772| EG1771 TERRAPIN MTN MID VALLEY MAST 2      APPROX. 6.6 KM 2055519.4 |
 EG1772| CG3440 HARRISON AZ MK                                     2231444.1 |
 EG1772| CG3442 HARRISON RM 2                        23.768 METERS 30658     |
 EG1772|---------------------------------------------------------------------|
 EG1772
 EG1772                          SUPERSEDED SURVEY CONTROL
 EG1772
 EG1772  NAD 83(1986)-  34 21 21.08407(N)    089 41 46.69557(W) AD(       ) 3
 EG1772  NAD 27      -  34 21 20.70000(N)    089 41 46.38300(W) AD(       ) 3
 EG1772
 EG1772.Superseded values are not recommended for survey control.
 EG1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1772.See file dsdata.txt to determine how the superseded data were derived.
 EG1772
 EG1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5201204908(NAD 83)
 EG1772_MARKER: DS = TRIANGULATION STATION DISK
 EG1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1772+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 EG1772
 EG1772  HISTORY     - Date     Condition        Report By
 EG1772  HISTORY     - 1956     MONUMENTED       CGS
 EG1772  HISTORY     - 1977     GOOD             NGS
 EG1772  HISTORY     - 20050818 GOOD             INDIV
 EG1772
 EG1772                          STATION DESCRIPTION
 EG1772
 EG1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1772'STATION IS LOCATED ABOUT 15.0 MILES EAST-NORTHEAST OF BATESVILLE,
 EG1772'ABOUT 10.0 MILES WEST OF
 EG1772'OXFORD, ABOUT 1.5 MILES EAST OF THE PANOLA-LAFAYETTE
 EG1772'COUNTY LINE, ABOUT 0.15 MILE
 EG1772'NORTH OF STATE HIGHWAY 6, NEAR THE
 EG1772'CENTER OF SECTION 26, T 8 S, R 5 W, AND IN THE
 EG1772'HARRISONVILLE CHURCH
 EG1772'YARD.
 EG1772'
 EG1772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 EG1772'HIGHWAY 6 IN BATESVILLE, GO EAST ON STATE HIGHWAY 6 FOR 11.4 MILES TO
 EG1772'CROSSROAD AND THE PERKINS STORE AND MATTHEWS STORE ON THE LEFT,
 EG1772'CONTINUE
 EG1772'E ON STATE HIGHWAY 6 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 EG1772'DESCRIBED.  CONTINUE E ON STATE HIGHWAY 6 FOR 0.1 MILE TO SIDE ROADS
 EG1772'ON THE RIGHT AND LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.15
 EG1772'MILE TO A T-ROAD AND THE STATION IN THE SOUTHEAST CORNER OF THE CHURCH
 EG1772'YARD.
 EG1772'
 EG1772'STATION MARK, A STANDARD DISK, STAMPED HARRISON 1956, SET IN THE TOP
 EG1772'OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 83.5 FEET SOUTH
 EG1772'OF THE SOUTHEAST CORNER OF THE CHURCH, 42 FEET SOUTHWEST OF A POWER
 EG1772'LINE POLE, 33 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD,
 EG1772'28 FEET WEST OF THE CENTER OF DRIVEWAY AND 2 FEET NORTHWEST OF A
 EG1772'WHITE WITNESS POST.
 EG1772'
 EG1772'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HARRISON NO 1 1956, SET
 EG1772'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 54
 EG1772'FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 54.5 FEET NORTH OF
 EG1772'A POWER LINE POLE AND 19 FEET EAST OF THE DRIVEWAY.
 EG1772'
 EG1772'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HARRISON NO 2 1956, SET
 EG1772'IN THE TOP OF CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 55.5
 EG1772'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH AND 45 FEET
 EG1772'NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD.
 EG1772'
 EG1772'AZIMUTH MARK, A STANDARD DISK, STAMPED HARRISON 1956, SET IN THE TOP
 EG1772'OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 53 FEET NORTH
 EG1772'OF THE CENTER LINE OF STATE HIGHWAY 6, 11 FEET EAST OF A WOODEN SIGN
 EG1772'(CLEAR CREEK RANCH), 2 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1
 EG1772'FOOT WEST OF A WHITE WITNESS POST.
 EG1772
 EG1772                          STATION RECOVERY (1977)
 EG1772
 EG1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EG1772'THE STATION WAS VISITED 2-1-77 AND REFERENCE MARK NO 2 AND THE
 EG1772'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS
 EG1772'FOUND SOLIDLY IN PLACE WITH TOP OF MONUMENT BADLY CHIPPED.
 EG1772'REFERENCE MARK NO 1 WAS FOUND LYING ON ITS SIDE.  THE STATION
 EG1772'MONUMENT WAS REPAIRED AND REFERENCE MARK NO 1 WAS RESET IN A NEW
 EG1772'LOCATION AS REFERENCE MARK NO 3 AT THIS DATE.  A NEW
 EG1772'DESCRIPTION FOLLOWS-- THE STATION IS LOCATED ABOUT
 EG1772'15 MILES EAST-NORTHEAST OF BATESVILLE ABOUT 10 MILES WEST OF
 EG1772'OXFORD AND 1.5 MILES EAST OF THE PANOLA-LAFAYETTE
 EG1772'COUNTY LINE NEAR THE CENTER OF SECTION 26, T 8S, R 5W AND IN THE
 EG1772'SOUTH EDGE OF THE HARRISONVILLE CHURCH YARD.
 EG1772'
 EG1772'TO REACH FROM THE COURTHOUSE IN OXFORD GO SOUTH ON LAMAR STREET FOR
 EG1772'0.8 MILE TO THE WEST ENTRANCE RAMP TO STATE HIGHWAY 6.  TURN RIGHT
 EG1772'AND GO WEST ON STATE HIGHWAY 6 FOR 2.55 MILES TO THE JUNCTION OF THE
 EG1772'OLD HIGHWAY.  CONTINUE WEST FOR 8 MILES TO A SIDE ROAD RIGHT.
 EG1772'THIS IS 0.1 MILE BEFORE REACHING AZIMUTH MARK, TURN RIGHT AND GO
 EG1772'NORTH ON GRAVEL ROAD FOR 0.15 MILE TO A T-ROAD AND STATION IN
 EG1772'CHURCH YARD.
 EG1772'
 EG1772'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 EG1772'HARRISON 1956 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 EG1772'6 INCHES.  IT IS 84 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 EG1772'THE CHURCH, 74 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER,
 EG1772'60.5 FEET SOUTH OF A POWER POLE WITH YARD LIGHT, 37 FEET NORTH OF
 EG1772'THE CENTER OF GRAVEL ROAD, 26 FEET WEST OF THE CENTER OF GRAVEL
 EG1772'DRIVEWAY, 1.5 FEET WEST OF METAL WITNESS POST AND SIGN.
 EG1772'
 EG1772'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HARRISON NO 2 1956
 EG1772'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EG1772'IN THE SOUTHWEST CORNER OF CHURCH YARD, 95 FEET WEST OF THE CENTER
 EG1772'OF GRAVEL DRIVEWAY, 84 FEET SOUTHWEST OF POWER POLE WITH YARD
 EG1772'LIGHT, 82 FEET EAST OF A 14 INCH OAK TREE, 55.5 FEET SOUTHWEST OF
 EG1772'THE SOUTHWEST CORNER OF CHURCH, 43 FEET NORTH OF THE CENTER
 EG1772'OF GRAVEL ROAD AND 1 FOOT EAST OF METAL WITNESS POST AND SIGN.
 EG1772'
 EG1772'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EG1772'HARRISON NO 3 1956 1977 SET IN THE TOP OF SQUARE CONCRETE POST FLUSH
 EG1772'WITH THE GROUND.  IT IS 76.5 FEET SOUTHEAST OF THE SOUTHEAST OF THE
 EG1772'SOUTHEAST CORNER OF CHURCH, 50.5 FEET EAST-SOUTHEAST OF POWER POLE
 EG1772'WITH YARD LIGHT, 37 FEET NORTHEAST OF A POWER POLE, 36 FEET EAST
 EG1772'OF THE CENTER OF GRAVEL DRIVEWAY, 7.5 FEET WEST OF A 20 INCH OAK
 EG1772'TREE.
 EG1772'
 EG1772'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HARRISON
 EG1772'1956 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 EG1772'IT IS 273 FEET EAST OF A 4 FOOT OAK TREE, 83 FEET EAST OF A
 EG1772'RIGHT-OF-WAY MARKER, 53 FEET NORTH OF THE CENTER OF WEST BOUND
 EG1772'LANE OF STATE HIGHWAY 6, 1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST
 EG1772'OF A METAL WITNESS POST AND SIGN.
 EG1772'
 EG1772'TO REACH AZIMUTH FROM STATION GO SOUTH ON GRAVEL ROAD FOR 0.15 MILE
 EG1772'TO STATE HIGHWAY 6.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 6 FOR
 EG1772'0.1 MILE TO AZIMUTH MARK ON RIGHT.
 EG1772'
 EG1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST OF
 EG1772'OXFORD.
 EG1772
 EG1772                          STATION RECOVERY (2005)
 EG1772
 EG1772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RPB)
 EG1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1246 ***********************************************************************
 CO1246  DESIGNATION -  HARVEY
 CO1246  PID         -  CO1246
 CO1246  STATE/COUNTY-  MS/LAUDERDALE
 CO1246  USGS QUAD   -  MERIDIAN NORTH (1982)
 CO1246
 CO1246                         *CURRENT SURVEY CONTROL
 CO1246  ___________________________________________________________________
 CO1246* NAD 83(1993)-  32 28 56.92491(N)    088 41 19.19628(W)     ADJUSTED  
 CO1246* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CO1246  ___________________________________________________________________
 CO1246  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CO1246  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CO1246  HORZ ORDER  -  FIRST
 CO1246
 CO1246.The horizontal coordinates were established by classical geodetic methods
 CO1246.and adjusted by the National Geodetic Survey in May 1994.
 CO1246
 CO1246.The orthometric height was scaled from a topographic map.
 CO1246
 CO1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1246
 CO1246.The geoid height was determined by GEOID03.
 CO1246
 CO1246;                    North         East     Units Scale Factor Converg.
 CO1246;SPC MS E     -   330,658.459   313,597.363   MT  0.99995228   +0 04 39.7
 CO1246;SPC MS E     - 1,084,835.29  1,028,860.68   sFT  0.99995228   +0 04 39.7
 CO1246;UTM  16      - 3,595,172.872   341,327.606   MT  0.99991047   -0 54 25.5
 CO1246
 CO1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1246!SPC MS E     -   0.99998008  x   0.99995228  =   0.99993236
 CO1246!UTM  16      -   0.99998008  x   0.99991047  =   0.99989055
 CO1246
 CO1246|---------------------------------------------------------------------|
 CO1246| PID    Reference Object                     Distance      Geod. Az  |
 CO1246|                                                           dddmmss.s |
 CO1246| CO1706 HARVEY RM 1                          12.908 METERS 03934     |
 CO1246| CG1944 HARVEY AZ MK                                       0411025.2 |
 CO1246| CO1708 HARVEY AZ MK RESET                                 0600652.3 |
 CO1246| CO1214 AIRWAY BEACON NO 51                 APPROX. 8.8 KM 1050412.5 |
 CO1246| CO1233 MERIDIAN THREEFOOT BUILDING CHIMNEY APPROX.13.1 KM 1845524.9 |
 CO1246| CO1243 MERIDIAN INSANE HOSP MAIN BLDG SPIK APPROX.12.3 KM 1964005.0 |
 CO1246| CO1242 MERIDIAN STATE INSANE ASYLUM WATER  APPROX.12.3 KM 1970025.3 |
 CO1246| CO1707 HARVEY RM 2                          14.700 METERS 33849     |
 CO1246|---------------------------------------------------------------------|
 CO1246
 CO1246                          SUPERSEDED SURVEY CONTROL
 CO1246
 CO1246  NAD 83(1993)-  32 28 56.93445(N)    088 41 19.19643(W) AD(       ) 1
 CO1246  NAD 83(1986)-  32 28 56.93657(N)    088 41 19.19794(W) AD(       ) 1
 CO1246  NAD 27      -  32 28 56.42800(N)    088 41 19.03800(W) AD(       ) 1
 CO1246
 CO1246.Superseded values are not recommended for survey control.
 CO1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1246.See file dsdata.txt to determine how the superseded data were derived.
 CO1246
 CO1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA4132895173(NAD 83)
 CO1246_MARKER: DS = TRIANGULATION STATION DISK
 CO1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1246
 CO1246  HISTORY     - Date     Condition        Report By
 CO1246  HISTORY     - 1930     MONUMENTED       CGS
 CO1246  HISTORY     - 1935     GOOD             CGS
 CO1246  HISTORY     - 1954     GOOD             CGS
 CO1246  HISTORY     - 1964     GOOD             MSHD
 CO1246
 CO1246                          STATION DESCRIPTION
 CO1246
 CO1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CO1246'ABOUT 8 MILES NORTH OF MERIDIAN AND 1 MILE NORTH OF HARVEYS STORE,
 CO1246'1/4 MILE WEST OF THE MERIDIAN-DEKALB HIGHWAY, ON THE PROPERTY OF
 CO1246'R.I. HOOKS, ABOUT 400 METERS SOUTHWEST OF HIS DWELLING, ON THE
 CO1246'TOP OF A SMALL HILL COVERED WITH PINE, 4 METERS SOUTH OF A DIM
 CO1246'ROAD ACROSS THE HILL AND 9.3 METERS WEST OF THE NORTH-SOUTH FENCE
 CO1246'AND 14.5 METERS SOUTH OF THE EAST-WEST FENCE, SET FLUSH WITH THE
 CO1246'SURFACE OF THE GROUND.
 CO1246'
 CO1246'TO REACH FROM MERIDIAN, GO OUT DEKALB AVENUE IN MERIDIAN FOR 5.2
 CO1246'MILES, TAKE RIGHT FORK AND GO 3.5 MILES, TAKE LEFT CROSS ROAD AND
 CO1246'GO 0.9 MILE TO THE R. I. HOOKS RESIDENCE, WHICH IS 9.6 MILES FROM
 CO1246'MERIDIAN ON THE MERIDIAN-DEKALB ROAD.  THE STATION IS ON HILL
 CO1246'SOUTHWEST OF THE HOUSE.
 CO1246'
 CO1246'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CO1246'SET IN CONCRETE.
 CO1246'
 CO1246'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION ON THE EAST-WEST
 CO1246'FENCE LINE.
 CO1246'
 CO1246'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION ON THE
 CO1246'NORTH-SOUTH FENCE LINE.
 CO1246'
 CO1246'HEIGHT OF SIGNAL ABOVE STATION MARK- 28.3 METERS.
 CO1246
 CO1246                          STATION RECOVERY (1935)
 CO1246
 CO1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CO1246'STATION, UNDERGROUND AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CO1246'CONDITION.  THE REFERENCE MARKS WERE REMEASURED AND FOUND TO CHECK
 CO1246'WITH THE ORIGINAL MEASUREMENTS.  HOWEVER, IT WAS FOUND THAT THE
 CO1246'ORIGINAL DESCRIPTIONS OF REFERENCE MARK NO. 1 AND REFERENCE MARK
 CO1246'NO. 2 WERE IN REVERSE ORDER.  REFERENCE MARK NO. 1 IS NORTHEAST
 CO1246'OF STATION ON THE NORTH-SOUTH FENCE LINE, AND REFERENCE MARK NO.
 CO1246'2 IS NORTH-NORTHWEST OF THE STATION ON THE EAST-WEST FENCE LINE.
 CO1246'AN AZIMUTH MARK WAS ESTABLISHED.
 CO1246'
 CO1246'STATION IS ABOUT 8 MILE NORTH OF MERIDIAN, 1 MILE NORTH OF HARVEYS
 CO1246'STORE AND 1/4 MILE WEST OF THE MERIDIAN-DEKALB HIGHWAY, ON THE
 CO1246'PROPERTY OF R. I. HOOKS, ON THE CREST OF A LOW RIDGE COVERED WITH
 CO1246'PINES TO NORTH AND SOUTH, 33 FEET SOUTH OF OLD SUNKEN ROAD, 30.2
 CO1246'FEET WEST OF NORTH-SOUTH FENCE LINE, 47.4 FEET SOUTH OF EAST-WEST
 CO1246'FENCE LINE, AND 13 FEET SOUTH OF DIM FIELD ROAD.  SURFACE MARK
 CO1246'IS SET FLUSH WITH THE GROUND.
 CO1246'
 CO1246'TO REACH FROM THE MUNICIPAL BUILDING IN MERIDIAN, GO NORTH ON
 CO1246'TWENTY-FORTH AVENUE (STATE HIGHWAY 39) FOR 4.2 MILES TO RIGHT FORK
 CO1246'TURN RIGHT ON SAME ROAD (39) AND GO 4.0 MILES TO T-ROAD LEFT (MAIN
 CO1246'ROAD - 39), TURN LEFT AND GO 1.0 MILE TO SHACK ON LEFT SIDE OF
 CO1246'ROAD.  TURN LEFT ON FIELD-ROAD, GO THROUGH BARNYARD AND CONTINUE
 CO1246'ABOUT 0.25 MILE TO CREST OF RIDGE AND STATION.
 CO1246'
 CO1246'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF STATION IN THE SOUTH-EAST
 CO1246'CORNER OF LOT, 100 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE ANDY
 CO1246'WHITE HOUSE, 69 FEET WEST OF CENTER LINE OF STATE HIGHWAY 39 AND
 CO1246'24 FEET SOUTH OF A 12-INCH SWEET GUM TREE.
 CO1246'
 CO1246'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CO1246
 CO1246                          STATION RECOVERY (1954)
 CO1246
 CO1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 CO1246'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK, REFERENCE
 CO1246'MARK NO.1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CO1246'WAS FOUND DESTROYED, A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 CO1246'DISTANCES TO THE REFERENCE MARKS CHECKED BUT THE DIRECTIONS DID
 CO1246'NOT CHECK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CO1246'
 CO1246'STATION IS LOCATED 8 MILES NORTH MERIDIAN AND 6-1/4 MILES
 CO1246'WEST OF LOCKHART IN A WOODED AREA OWNED BY MR. NELSON.  IT
 CO1246'IS 31 FEET WEST OF A FENCE LINE, 20 FEET SOUTH-EAST OF A 8
 CO1246'INCH PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND
 CO1246'3 FEET SOUTH-WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 CO1246'AND THE DISK IS STAMPED HARVEY 1930 1935.
 CO1246'
 CO1246'REFERENCE MARK NO. 1 IS 42.35 FEET NORTHEAST OF THE STATION, 14
 CO1246'FEET SOUTH OF THE SOUTH EDGE OF A DITCH AND 3 FEET OF A FENCE
 CO1246'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HARVEY
 CO1246'NO 1 1930.
 CO1246'
 CO1246'REFERENCE MARK NO. 2 IS 48.23 FEET NORTHWEST OF THE STATION, 31
 CO1246'FEET NORTH OF THE 8 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 CO1246'SOUTH SIDE, 8 FEET NORTH OF THE NORTH EDGE OF DITCH AND 1 FOOT
 CO1246'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 CO1246'STAMPED HARVEY NO 2 1930.
 CO1246'
 CO1246'AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF STATE HIGHWAY 39, 10
 CO1246'FEET EAST OF THE EAST EDGE OF ROAD CUT AND 2 FEET SOUTHEAST OF
 CO1246'ROAD CUT AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 CO1246'FLUSH AND THE DISK IS STAMPED HARVEY 1935 RESET 1954.
 CO1246'
 CO1246'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 493 AND
 CO1246'39 ABOUT 4 MILES NORTH OF MERIDIAN, GO NORTH ON HIGHWAY 39 FOR 5.0
 CO1246'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT ON
 CO1246'TOP OF HIGH BANK AS DESCRIBED.  TURN LEFT ON DIRT ROAD FOR ABOUT
 CO1246'50 FEET TO A T-INTERSECTION, TURN RIGHT AND GO NORTH ON DIRT ROAD
 CO1246'FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO WEST
 CO1246'FOR 0.05 MILE TO THE EAST SIDE OF AN OLD HOUSE AND A GATE ON THE
 CO1246'LEFT, TURN LEFT PASSING THROUGH GATE AND GO SOUTH ACROSS PASTURE
 CO1246'FOR 0.05 MILE TO THE EAST END OF A SMALL RIDGE, TURN RIGHT
 CO1246'AND GO WEST FOLLOWING RIDGE ROAD FOR 0.3 MILE TO THE HIGHEST
 CO1246'POINT OF WOODED AREA AND THE STATION AS DESCRIBED.
 CO1246'
 CO1246'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1246
 CO1246                          STATION RECOVERY (1964)
 CO1246
 CO1246'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1246'THE STATION WAS VISITED JANUARY 1964 AND ALL MARKS WERE FOUND IN
 CO1246'GOOD CONDITION.
 CO1246'
 CO1246'THE 1954 RECOVERY BY E.L. JONES IS ADEQUATE.
 CO1246'
 CO1246'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND 1.0
 CO1246'FOOT WEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1417 ***********************************************************************
 CO1417  DESIGNATION -  HATCH 2
 CO1417  PID         -  CO1417
 CO1417  STATE/COUNTY-  MS/RANKIN
 CO1417  USGS QUAD   -  PELAHATCHIE (1982)
 CO1417
 CO1417                         *CURRENT SURVEY CONTROL
 CO1417  ___________________________________________________________________
 CO1417* NAD 83(1993)-  32 18 55.77598(N)    089 47 20.19158(W)     ADJUSTED  
 CO1417* NAVD 88     -       118.54   (+/-2cm)     388.9    (feet)  VERTCON   
 CO1417  ___________________________________________________________________
 CO1417  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CO1417  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CO1417  HORZ ORDER  -  SECOND
 CO1417  VERT ORDER  -  THIRD (See Below)
 CO1417
 CO1417.The horizontal coordinates were established by classical geodetic methods
 CO1417.and adjusted by the National Geodetic Survey in May 1994.
 CO1417
 CO1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1417.The vertical order pertains to the NGVD 29 superseded value.
 CO1417
 CO1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1417
 CO1417.The geoid height was determined by GEOID03.
 CO1417
 CO1417;                    North         East     Units Scale Factor Converg.
 CO1417;SPC MS W     -   312,262.661   751,262.084   MT  0.99998239   +0 17 27.7
 CO1417;SPC MS W     - 1,024,481.75  2,464,765.69   sFT  0.99998239   +0 17 27.7
 CO1417;SPC MS E     -   312,533.649   210,014.789   MT  1.00004982   -0 30 39.2
 CO1417;SPC MS E     - 1,025,370.81    689,023.52   sFT  1.00004982   -0 30 39.2
 CO1417;UTM  16      - 3,578,824.482   237,430.779   MT  1.00045027   -1 29 30.4
 CO1417
 CO1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1417!SPC MS W     -   0.99998558  x   0.99998239  =   0.99996797
 CO1417!SPC MS E     -   0.99998558  x   1.00004982  =   1.00003540
 CO1417!UTM  16      -   0.99998558  x   1.00045027  =   1.00043584
 CO1417
 CO1417|---------------------------------------------------------------------|
 CO1417| PID    Reference Object                     Distance      Geod. Az  |
 CO1417|                                                           dddmmss.s |
 CO1417| CO0894 HATCH RESET                          57.550 METERS 01722     |
 CO1417| CO0895 HATCH RM 5                           37.782 METERS 03149     |
 CO1417| AA3652 HATCH 2 RM 6                         14.797 METERS 07835     |
 CO1417| CO1415 PELAHATCHEE MUNICIPAL TANK          APPROX. 0.8 KM 2511718.6 |
 CO1417| CO0892 HATCH AZ MK                         383.303 METERS 25132     |
 CO1417|---------------------------------------------------------------------|
 CO1417
 CO1417                          SUPERSEDED SURVEY CONTROL
 CO1417
 CO1417  NAD 83(1986)-  32 18 55.78922(N)    089 47 20.18831(W) AD(       ) 2
 CO1417  NAD 27      -  32 18 55.26474(N)    089 47 19.91240(W) AD(       ) 2
 CO1417  NGVD 29 (08/12/04)  118.54   (m)          388.9    (f) RESET       3  
 CO1417
 CO1417.Superseded values are not recommended for survey control.
 CO1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1417.See file dsdata.txt to determine how the superseded data were derived.
 CO1417
 CO1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3743178824(NAD 83)
 CO1417_MARKER: DS = TRIANGULATION STATION DISK
 CO1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1417_STAMPING: HATCH 2 1978
 CO1417_MARK LOGO: NGS   
 CO1417_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1417+STABILITY: SURFACE MOTION
 CO1417
 CO1417  HISTORY     - Date     Condition        Report By
 CO1417  HISTORY     - 1978     MONUMENTED       NGS
 CO1417  HISTORY     - 19781006 GOOD             NGS
 CO1417
 CO1417                          STATION DESCRIPTION
 CO1417
 CO1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CO1417'THE STATION IS LOCATED 0.65 MILE EAST OF PELAHATCHIE, ON THE TOP OF
 CO1417'THE FIRST HILL EAST OF TOWN, ON THE WEST SIDE OF A GRAVEL ROAD LEADING
 CO1417'SOUTH FROM U.S. HIGHWAY 80, IN THE NORTHEAST QUARTER OF SECTION 33,
 CO1417'T 6N, R 5E.
 CO1417'
 CO1417'TO REACH FROM THE POST OFFICE IN PELAHATCHIE, GO EAST ON U.S. HIGHWAY
 CO1417'80 FOR 0.3 MILE TO CONCRETE BLOCK CHURCH AND AZIMUTH MARK ON THE LEFT,
 CO1417'CONTINUE EAST ON HIGHWAY 80 FOR 0.25 MILE TO A GRAVEL SIDE ROAD ON THE
 CO1417'RIGHT, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.05 MILE TO STATION
 CO1417'ON THE RIGHT.
 CO1417'
 CO1417'STATION MARKS ARE STANDARD DISKS, STAMPED---HATCH 2 1978---SET IN
 CO1417'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 257 FEET
 CO1417'SOUTH OF THE CENTER OF HIGHWAY 80, 84 FEET SOUTHWEST OF SOUTHWEST
 CO1417'CORNER OF THE SOUTHWEST CONCRETE FOOTING OF OLD WATER TANK, 37 FEET
 CO1417'SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK BUILDING, 21.5
 CO1417'FEET WEST OF THE CENTER OF GRAVEL ROAD, 3.5 FEET SOUTH OF A POWER POLE
 CO1417'WITH TRANSFORMER AND 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CO1417'
 CO1417'REFERENCE MARK NO.5 IS A STANDARD DISK, STAMPED--HATCH NO 5 1945
 CO1417'1961---SET IN A DRILL HOLE IN THE TOP AND CENTER OF THE NORTHEAST
 CO1417'CONCRETE FOOTING OF A DISMANTLED WATER TANK.  IT IS 171 FEET SOUTH OF
 CO1417'THE CENTER OF HIGHWAY 80, 123 FEET EAST OF THE NORTHEAST CORNER OF A
 CO1417'LARGE CONCRETE BLOCK BUILDING AND 53 FEET EAST OF THE CENTER OF GRAVEL
 CO1417'ROAD.  NOTE--THE ARROW ON THE DISK POINTS TO THE OLD STATION MARK.
 CO1417'
 CO1417'REFERENCE MARK NO.6 IS A STANDARD DISK, STAMPED---HATCH 2 NO 6
 CO1417'1978---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CO1417'IS 255 FEET SOUTH OF HIGHWAY 80, 49 FEET WEST OF POWER POLE WITH
 CO1417'TRANSFORMER, 54 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF THE
 CO1417'SOUTHWEST CONCRETE FOOTING OF WATER TANK, 27 FEET EAST OF THE CENTER
 CO1417'OF GRAVEL ROAD, 2.5 FEET SOUTH OF POWERLINE BRACE POLE AND 1.5 FEET
 CO1417'NORTH OF A METAL WITNESS POST AND SIGN.
 CO1417'
 CO1417'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HATCH 1945---SET IN TOP
 CO1417'OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS NEAR THE
 CO1417'SOUTHEAST CORNER OF THE LAWN OF CHURCH, 114.5 FEET SOUTH SOUTHEAST OF
 CO1417'THE SOUTHEAST CORNER OF SMALL WING AT ENTRANCE OF CHURCH, 61 FEET WEST
 CO1417'OF THE CENTER OF JACKSON AVENUE, 42 FEET NORTH OF THE CENTER OF
 CO1417'HIGHWAY 80 AND 19 FEET WEST OF A POLE SUPPORTING A GUY WIRE.
 CO1417
 CO1417                          STATION RECOVERY (1978)
 CO1417
 CO1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CO1417'ABOUT 0.6 MILE (1.0 KM) EAST ALONG US HIGHWAY 80 FROM THE POST OFFICE
 CO1417'IN PELAHATCHIE, THENCE SOUTH ALONG A GRAVEL ROAD FOR 0.05 MILE (0.08
 CO1417'KM) TO MARK ON RIGHT, 257 FEET (78.3 M) SOUTH OF THE CENTER OF
 CO1417'HIGHWAY, 21.5 FEET (6.6 M) WEST OF THE CENTER OF GRAVEL ROAD, 37 FEET
 CO1417'(11.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF BLOCK BUILDING, 3.5 FEET
 CO1417'(1.1 M) SOUTH OF POWER POLE WITH TRANSFORMER AND GUY WIRE, FLUSH WITH
 CO1417'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA3652 ***********************************************************************
 AA3652  DESIGNATION -  HATCH 2 RM 6
 AA3652  PID         -  AA3652
 AA3652  STATE/COUNTY-  MS/RANKIN
 AA3652  USGS QUAD   -  PELAHATCHIE (1982)
 AA3652
 AA3652                         *CURRENT SURVEY CONTROL
 AA3652  ___________________________________________________________________
 AA3652* NAD 83(1986)-  32 18 56.     (N)    089 47 19.     (W)     SCALED    
 AA3652* NAVD 88     -       118.43   (+/-2cm)     388.5    (feet)  VERTCON   
 AA3652  ___________________________________________________________________
 AA3652  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AA3652  VERT ORDER  -  THIRD (See Below)
 AA3652
 AA3652.The horizontal coordinates were scaled from a topographic map and have
 AA3652.an estimated accuracy of +/- 6 seconds.
 AA3652
 AA3652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3652.The vertical order pertains to the NGVD 29 superseded value.
 AA3652
 AA3652.The geoid height was determined by GEOID03.
 AA3652
 AA3652;                    North         East    Units  Estimated Accuracy
 AA3652;SPC MS W     -   312,270.      751,290.      MT  (+/- 180 meters Scaled)
 AA3652
 AA3652                          SUPERSEDED SURVEY CONTROL
 AA3652
 AA3652  NGVD 29 (08/12/04)  118.43   (m)          388.5    (f) RESET       3  
 AA3652
 AA3652.Superseded values are not recommended for survey control.
 AA3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3652.See file dsdata.txt to determine how the superseded data were derived.
 AA3652
 AA3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA374788(NAD 83)
 AA3652_MARKER: DR = REFERENCE MARK DISK
 AA3652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3652_STAMPING: HATCH 2 NO 6 1978
 AA3652_MARK LOGO: NGS   
 AA3652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3652+STABILITY: SURFACE MOTION
 AA3652
 AA3652  HISTORY     - Date     Condition        Report By
 AA3652  HISTORY     - 1978     MONUMENTED       NGS
 AA3652  HISTORY     - 19781006 GOOD             NGS
 AA3652
 AA3652                          STATION DESCRIPTION
 AA3652
 AA3652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3652'ABOUT 0.6 MILE (1.0 KM) EAST ALONG US HIGHWAY 80 FROM THE POST OFFICE
 AA3652'IN PELAHATCHIE, THENCE SOUTH ALONG A GRAVEL ROAD FOR 0.05 MILE (0.08
 AA3652'KM) TO MARK ON LEFT, 255 FEET (77.7 M) SOUTH OF HIGHWAY, 49 FEET (14.9
 AA3652'M) WEST OF POWER POLE WITH TRANSFORMER, 27 FEET (8.2 M) EAST OF THE
 AA3652'CENTER OF A GRAVEL ROAD AND 2.5 FEET (0.8 M) SOUTH OF POWERLINE BRACE
 AA3652'POLE, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0892 ***********************************************************************
 CO0892  DESIGNATION -  HATCH AZ MK
 CO0892  PID         -  CO0892
 CO0892  STATE/COUNTY-  MS/RANKIN
 CO0892  USGS QUAD   -  PELAHATCHIE (1982)
 CO0892
 CO0892                         *CURRENT SURVEY CONTROL
 CO0892  ___________________________________________________________________
 CO0892* NAD 83(1993)-  32 18 51.     (N)    089 47 34.     (W)     SCALED    
 CO0892* NAVD 88     -       112.297  (meters)     368.43   (feet)  ADJUSTED  
 CO0892  ___________________________________________________________________
 CO0892  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CO0892  DYNAMIC HT  -         112.166 (meters)     368.00  (feet)  COMP
 CO0892  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CO0892
 CO0892  VERT ORDER  -  FIRST     CLASS I
 CO0892
 CO0892.The horizontal coordinates were scaled from a topographic map and have
 CO0892.an estimated accuracy of +/- 6 seconds.
 CO0892
 CO0892.The orthometric height was determined by differential leveling
 CO0892.and adjusted in June 1991.
 CO0892
 CO0892.The geoid height was determined by GEOID03.
 CO0892
 CO0892.The dynamic height is computed by dividing the NAVD 88
 CO0892.geopotential number by the normal gravity value computed on the
 CO0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0892.degrees latitude (g = 980.6199 gals.).
 CO0892
 CO0892.The modeled gravity was interpolated from observed gravity values.
 CO0892
 CO0892;                    North         East    Units  Estimated Accuracy
 CO0892;SPC MS W     -   312,110.      750,900.      MT  (+/- 180 meters Scaled)
 CO0892
 CO0892                          SUPERSEDED SURVEY CONTROL
 CO0892
 CO0892  NGVD 29 (??/??/??)  112.297  (m)          368.43   (f) ADJUSTED    1 1
 CO0892
 CO0892.Superseded values are not recommended for survey control.
 CO0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0892.See file dsdata.txt to determine how the superseded data were derived.
 CO0892
 CO0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA370786(NAD 83)
 CO0892_MARKER: DZ = AZIMUTH MARK DISK
 CO0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0892_STAMPING: HATCH 1945
 CO0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0892+STABILITY: SURFACE MOTION
 CO0892
 CO0892  HISTORY     - Date     Condition        Report By
 CO0892  HISTORY     - 1945     MONUMENTED       CGS
 CO0892  HISTORY     - 1968     GOOD             NGS
 CO0892  HISTORY     - 1978     GOOD             NGS
 CO0892
 CO0892                          STATION DESCRIPTION
 CO0892
 CO0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0892'0.3 MI E FROM PELAHATCHIE.
 CO0892'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0892'PELAHATCHIE, 77 YARDS EAST AND ACROSS THE HIGHWAY FROM A CEMETERY, 44
 CO0892'1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 61 FEET WEST OF THE
 CO0892'CENTERLINE OF JACKSON AVENUE, 107 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 CO0892'CORNER OF THE MOUNT CARMON BAPTIST CHURCH, 19 FEET WEST OF A POLE
 CO0892'WHICH IS USED AS A BRACE POLE FOR POWER POLE NUMBER 2500, ABOUT 3 FEET
 CO0892'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CO0892'WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SEC 33, T 6N, R
 CO0892'5E.
 CO0892
 CO0892                          STATION RECOVERY (1978)
 CO0892
 CO0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CO0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0894 ***********************************************************************
 CO0894  FBN         -  This is a Federal Base Network Control Station.
 CO0894  DESIGNATION -  HATCH RESET
 CO0894  PID         -  CO0894
 CO0894  STATE/COUNTY-  MS/RANKIN
 CO0894  USGS QUAD   -  PELAHATCHIE (1982)
 CO0894
 CO0894                         *CURRENT SURVEY CONTROL
 CO0894  ___________________________________________________________________
 CO0894* NAD 83(2007)-  32 18 57.55903(N)    089 47 19.53569(W)     ADJUSTED  
 CO0894* NAVD 88     -       118.765  (meters)     389.65   (feet)  ADJUSTED  
 CO0894  ___________________________________________________________________
 CO0894  EPOCH DATE  -        2002.00
 CO0894  X           -      19,892.221 (meters)                     COMP
 CO0894  Y           -  -5,395,449.281 (meters)                     COMP
 CO0894  Z           -   3,390,144.811 (meters)                     COMP
 CO0894  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CO0894  ELLIP HEIGHT-          92.139 (meters)          (02/10/07) ADJUSTED
 CO0894  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CO0894  DYNAMIC HT  -         118.627 (meters)     389.20  (feet)  COMP
 CO0894
 CO0894  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO0894  Type    PID    Designation                      North   East  Ellip
 CO0894  -------------------------------------------------------------------
 CO0894  NETWORK CO0894 HATCH RESET                       0.29   0.27   0.84
 CO0894  -------------------------------------------------------------------
 CO0894  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CO0894
 CO0894  VERT ORDER  -  FIRST     CLASS I
 CO0894
 CO0894.The horizontal coordinates were established by GPS observations
 CO0894.and adjusted by the National Geodetic Survey in February 2007.
 CO0894
 CO0894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO0894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO0894.The horizontal coordinates are valid at the epoch date displayed above.
 CO0894.The epoch date for horizontal control is a decimal equivalence
 CO0894.of Year/Month/Day.
 CO0894
 CO0894.The orthometric height was determined by differential leveling
 CO0894.and adjusted in June 1991.
 CO0894.WARNING-GPS observations at this control monument resulted in a GPS
 CO0894.derived orthometric height which differed from the leveled height by
 CO0894.more than one decimeter (0.1 meter).
 CO0894
 CO0894.Photographs are available for this station.
 CO0894
 CO0894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO0894
 CO0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0894
 CO0894.The ellipsoidal height was determined by GPS observations
 CO0894.and is referenced to NAD 83.
 CO0894
 CO0894.The geoid height was determined by GEOID03.
 CO0894
 CO0894.The dynamic height is computed by dividing the NAVD 88
 CO0894.geopotential number by the normal gravity value computed on the
 CO0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0894.degrees latitude (g = 980.6199 gals.).
 CO0894
 CO0894.The modeled gravity was interpolated from observed gravity values.
 CO0894
 CO0894;                    North         East     Units Scale Factor Converg.
 CO0894;SPC MS W     -   312,317.671   751,278.961   MT  0.99998241   +0 17 28.1
 CO0894;SPC MS W     - 1,024,662.23  2,464,821.06   sFT  0.99998241   +0 17 28.1
 CO0894;SPC MS E     -   312,588.421   210,032.436   MT  1.00004978   -0 30 38.9
 CO0894;SPC MS E     - 1,025,550.51    689,081.42   sFT  1.00004978   -0 30 38.9
 CO0894;UTM  16      - 3,578,878.965   237,449.368   MT  1.00045015   -1 29 30.1
 CO0894
 CO0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0894!SPC MS W     -   0.99998553  x   0.99998241  =   0.99996794
 CO0894!SPC MS E     -   0.99998553  x   1.00004978  =   1.00003531
 CO0894!UTM  16      -   0.99998553  x   1.00045015  =   1.00043568
 CO0894
 CO0894|---------------------------------------------------------------------|
 CO0894| PID    Reference Object                     Distance      Geod. Az  |
 CO0894|                                                           dddmmss.s |
 CO0894| CO0893 HATCH RM 3                           30.791 METERS 04331     |
 CO0894| CG1949 HATCH RM 1                           25.491 METERS 08302     |
 CO0894| CG1950 HATCH RM 2                           29.600 METERS 16618     |
 CO0894| CO0895 HATCH RM 5                           22.997 METERS 17308     |
 CO0894| CG1951 HATCH RM 4                           23.260 METERS 17417     |
 CO0894| CO1417 HATCH 2                              57.550 METERS 19722     |
 CO0894| CO0892 HATCH AZ MK                         419.615 METERS 2450849.3 |
 CO0894| CO1415 PELAHATCHEE MUNICIPAL TANK          APPROX. 0.8 KM 2480556.7 |
 CO0894|---------------------------------------------------------------------|
 CO0894
 CO0894                          SUPERSEDED SURVEY CONTROL
 CO0894
 CO0894  ELLIP H (09/12/01)   92.136  (m)                       GP(       ) 3 1
 CO0894  NAD 83(1993)-  32 18 57.55909(N)    089 47 19.53519(W) AD(       ) B
 CO0894  ELLIP H (01/12/94)   92.168  (m)                       GP(       ) 4 1
 CO0894  NAD 83(1986)-  32 18 57.57243(N)    089 47 19.53188(W) AD(       ) 1
 CO0894  NAD 27      -  32 18 57.04800(N)    089 47 19.25600(W) AD(       ) 1
 CO0894  NAVD 88 (01/12/94)  118.76   (m)          389.6    (f) LEVELING    3  
 CO0894  NGVD 29 (??/??/??)  118.765  (m)          389.65   (f) ADJUSTED    1 1
 CO0894
 CO0894.Superseded values are not recommended for survey control.
 CO0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0894.See file dsdata.txt to determine how the superseded data were derived.
 CO0894
 CO0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3744978879(NAD 83)
 CO0894_MARKER: DS = TRIANGULATION STATION DISK
 CO0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0894_SP_SET: CONCRETE POST
 CO0894_STAMPING: HATCH 1945 1961
 CO0894_MARK LOGO: CGS   
 CO0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0894+STABILITY: SURFACE MOTION
 CO0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0894+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2008
 CO0894
 CO0894  HISTORY     - Date     Condition        Report By
 CO0894  HISTORY     - 1961     MONUMENTED       CGS
 CO0894  HISTORY     - 1961     GOOD             CGS
 CO0894  HISTORY     - 1968     GOOD             NGS
 CO0894  HISTORY     - 1977     GOOD             MSHD
 CO0894  HISTORY     - 1978     GOOD             NGS
 CO0894  HISTORY     - 1987     GOOD             NGS
 CO0894  HISTORY     - 19921120 GOOD             MSHD
 CO0894  HISTORY     - 19930503 GOOD
 CO0894  HISTORY     - 19980209 GOOD             NGS
 CO0894  HISTORY     - 20000601 GOOD             NGS
 CO0894  HISTORY     - 20021120 GOOD             JCLS
 CO0894  HISTORY     - 20070324 GOOD             INDIV
 CO0894  HISTORY     - 20080809 GOOD             JCLS
 CO0894
 CO0894                          STATION DESCRIPTION
 CO0894
 CO0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CO0894'THE STATION WAS VISITED 8-10-61 AND THE STATION SURFACE MARK
 CO0894'WAS FOUND DESTROYED, THE UNDERGROUND MARK WAS FOUND TILTED IN THE
 CO0894'MASS OF CONCRETE BUT SOLID IN THE CONCRETE MONUMENT, BUT DID NOT
 CO0894'CHECK THE MEASUREMENT TO REFERENCE MARKS NO. 3 OR THE HOLE LEFT
 CO0894'BY REFERENCE MARK NO. 2 WHEN IT WAS TORN OUT OF THE CONCRETE
 CO0894'MONUMENT.  THE STATION SURFACE MARK AND UNDERGROUND WAS RESET
 CO0894'FROM THE MEASUREMENTS FROM THE REFERENCE MARK NO. 3 AND NO. 2.
 CO0894'REFERENCE MARK NO. 3 WAS FOUND IN GOOD CONDITION, REFERENCE
 CO0894'MARK NO. 2 WAS FOUND WITH THE DISK REMOVED BUT THE HOLE IN THE
 CO0894'CONCRETE MONUMENT VISIBLE.  REFERENCE MARK NO. 4 WAS
 CO0894'FOUND DESTROYED .  REFERENCE MARK NO. 5 WAS ESTABLISHED
 CO0894'AT THIS DATE.  THE AREA SURROUNDING THE STATION WHICH ONCE WAS
 CO0894'A SAW MILL SITE, HAS BEEN GRADED AND A LARGE EGG PLANT OWNED BY
 CO0894'GARTH POULTRY AND EGG SERVICE WAS BUILT SOUTHWEST OF THE
 CO0894'STATION.  A NEW DESCRIPTION FOLLOWS-
 CO0894'
 CO0894'THE STATION IS LOCATED ABOUT 0.75 MILE EAST OF MAIN STREET IN
 CO0894'PELAHATCHIE ON THE SUMMIT OF THE FIRST HILL EAST OF TOWN, IN THE
 CO0894'SOUTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 80 AND A ROAD
 CO0894'LEADING SOUTH TO THE GARTH POULTRY AND EGG SERVICE PLANT, AND
 CO0894'ACROSS THE HIGHWAY FROM THE SHIVERS GROCERY AND GAS PUMPS.  IT IS
 CO0894'96 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 131 FEET
 CO0894'SOUTHEAST OF A FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE
 CO0894'PEOPLES CAFE, 125 FEET SOUTH OF THE WEST GAS PUMP AT SHIVERS
 CO0894'GROCERY STORE, 75.5 FEET NORTH OF THE NORTH CONCRETE FOOTING OF THE
 CO0894'ABANDONED SAW MILL WATER TANK (TANK TORN DOWN), 4 FEET
 CO0894'EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE SHIVERS
 CO0894'STORE, 153 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EGG
 CO0894'PLANT, 73 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF
 CO0894'THE EGG PLANT, 56 FEET WEST OF THE CENTER LINE OF THE ROAD
 CO0894'LEADING SOUTH, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT
 CO0894'IS A STANDARD DISK STAMPED HATCH 1945 1961, FLUSH WITH
 CO0894'THE GROUND.
 CO0894'
 CO0894'REFERENCE MARK NO. 3 IS 101.02 FEET NORTHEAST OF THE STATION, 51
 CO0894'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 99 FEET
 CO0894'SOUTH-SOUTHEAST OF THE EAST GAS PUMP AT SHIVERS STORE, 161 FEET
 CO0894'EAST OF THE CENTER OF THE ROAD LEADING SOUTH, AND 1.8 FEET SOUTH
 CO0894'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED HATCH
 CO0894'NO. 3 1945 PROJECTING 6 INCHES.
 CO0894'
 CO0894'REFERENCE MARK NO. 5 IS 75.45 FEET SOUTH-SOUTHWEST OF THE STATION,
 CO0894'123 FEET EAST OF THE NORTHEAST CORNER OF THE EGG PLANT, 2 FEET
 CO0894'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE EGG PLANT,
 CO0894'AND 56 FEET EAST OF THE CENTER OF THE ROAD LEADING SOUTH.  IT IS A
 CO0894'STANDARD DISK, STAMPED HATCH NO 5 1945 1961, SET IN A DRILL
 CO0894'HOLE IN THE TOP OF THE CENTER OF THE NORTH CONCRETE FOOTING
 CO0894'OF THE OLD WATER TANK.
 CO0894'
 CO0894'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION AT THE
 CO0894'SOUTHWEST CORNER OF THE YARD OF A SMALL WHITE CHURCH, 63 FEET
 CO0894'WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 48 FEET
 CO0894'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 43 FEET NORTH OF
 CO0894'THE CENTER LINE OF U.S. HIGHWAY 80. 19 FEET WEST OF A GUYED POLE,
 CO0894'5 FEET NORTHEAST OF THE ANCHOR FOR THE GUY WIRE, AND OPPOSITE
 CO0894'POLE NO. 516.  IT IS A STANDARD DISK, STAMPED HATCH 1945,
 CO0894'PROJECTING 1 INCH.
 CO0894'
 CO0894'TO REACH THE STATION FROM THE MAIN CROSS STREET IN PELAHATCHIE,
 CO0894'GO EAST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO THE AZIMUTH MARK ON
 CO0894'THE LEFT IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A DIRT ROAD
 CO0894'LEADING NORTH, CONTINUE EAST FOR 0.25 MILE TO THE STATION ON THE
 CO0894'RIGHT OF THE SUMMIT OF THE FIRST HILL EAST OF TOWN.
 CO0894
 CO0894                          STATION RECOVERY (1961)
 CO0894
 CO0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GRS)
 CO0894'THE STATION MARK, STAMPED HATCH 1945 1961, IS ABOUT 0.6 MILE EAST
 CO0894'ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT PELAHATCHIE, ON THE
 CO0894'CREST OF A HILL, 96 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CO0894'HIGHWAY, 55 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 125 FEET
 CO0894'SOUTH AND ACROSS THE HIGHWAY FROM THE MORE SOUTHWESTERLY GAS
 CO0894'PUMP AT SHRIVERS GROCERY STORE AND SERVICE STATION, 48 YARDS
 CO0894'NORTHEAST OF THE NORTHEAST CORNER OF THE GARTH POULTRY AND EGG
 CO0894'SERVICE PLANT, 131 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 CO0894'FROM A FIRE HYDRANT, 101.02 FEET SOUTHWEST OF RM 3, 75.46 FEET
 CO0894'NORTH OF RM 5, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 CO0894'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0894'IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CO0894'
 CO0894'RM 3, STAMPED HATCH NO 3 1945, IS 101.02 FEET NORTHEAST OF THE
 CO0894'STATION MARK, ON THE CREST OF A HILL, 51 FEET SOUTHEAST OF THE
 CO0894'CENTERLINE OF THE HIGHWAY, 128 FEET NORTHEAST OF THE CENTERLINE OF
 CO0894'OF A DIRT ROAD 115 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE EAST
 CO0894'CORNER OF SHRIVERS GROCERY STORE AND SERVICE STATION, 1.0 FOOT
 CO0894'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CO0894'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CO0894'5 INCHES.
 CO0894'
 CO0894'RM 5, STAMPED HATCH NO 5 1945, IS 75.45 FEET SOUTHEAST OF THE
 CO0894'STATION MARK, ON THE CREST OF A HILL, 171 FEET SOUTHEAST OF THE
 CO0894'CENTERLINE OF THE HIGHWAY, 59 FEET NORTHEAST OF THE CENTERLINE OF A
 CO0894'DIRT ROAD, SET IN THE CENTER OF THE TOP OF THE MOST NORTHEASTERLY
 CO0894'CONCRETE FOOTING OF AN ABANDONED WATER TANK, 18 INCHES ABOVE THE
 CO0894'LEVEL OF THE GROUND, 123-1/2 FEET NORTHEAST AND ACROSS THE ROAD
 CO0894'FROM THE NORTHEAST CORNER OF THE GARTH POULTRY AND EGG SERVICE
 CO0894'PLANT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CO0894'
 CO0894'THE AZIMUTH MARK, STAMPED HATCH 1945, IS 0.3 MILE WEST ALONG
 CO0894'U.S. HIGHWAY 80 FROM THE STATION MARK, 77 YARDS EAST AND ACROSS THE
 CO0894'HIGHWAY FROM A CEMETERY, 44-1/2 FEET NORTH OF THE CENTERLINE OF THE
 CO0894'HIGHWAY, 61 FEET WEST OF THE CENTERLINE OF JACKSON AVENUE, 107-1/2
 CO0894'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOUNT CARMON
 CO0894'BAPTIST CHURCH, 19 FEET WEST OF A POLE WHICH IS USED AS A BRACE
 CO0894'POLE FOR POWER POLE NUMBER 2500, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 CO0894'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CO0894'LEVEL WITH THE SURFACE OF THE GROUND.
 CO0894'
 CO0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE EAST.
 CO0894
 CO0894                          STATION RECOVERY (1968)
 CO0894
 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0894'0.6 MI E FROM PELAHATCHIE.
 CO0894'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0894'PELAHATCHIE, ON THE CREST OF A HILL, 96 FEET SOUTHEAST OF THE
 CO0894'CENTERLINE OF THE HIGHWAY, 55 FEET EAST OF THE CENTERLINE OF A DIRT
 CO0894'ROAD, 125 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE MORE
 CO0894'SOUTHWESTERLY GAS PUMP AT SHIVERS GROCERY STORE AND SERVICE STATION,
 CO0894'48 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE GARTH POULTRY AND
 CO0894'EGG SERVICE PLANT, 131 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A
 CO0894'FIRE HYDRANT, 101.02 FEET SOUTHWEST OF HATCH RM 3, 75.46 FEET NORTH OF
 CO0894'HATCH RM 5, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 CO0894'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CO0894'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 33, T 6N, R 5E.
 CO0894
 CO0894                          STATION RECOVERY (1977)
 CO0894
 CO0894'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CO0894'THE STATION WAS VISITED 3-18-77 AND THE STATION MARK, RM NO 3,
 CO0894'RM NO 5 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 CO0894'AZIMUTH MARK IS STILL VISIBLE FROM THE STATION.
 CO0894'
 CO0894'THE STATION IS LOCATED 0.65 MILE EAST OF PELAHATCHIE ON THE SUMMIT
 CO0894'OF THE FIRST HILL EAST OF TOWN IN THE SOUTHEAST ANGLE OF THE
 CO0894'JUNCTION OF A GRAVELED ROAD LEADING SOUTH AND U.S. HIGHWAY 80 ON THE
 CO0894'OPPOSITE SIDE OF THE HIGHWAY FROM THE SHIVERS GROCERY AND MARKET IN
 CO0894'THE NORTHEAST 1/4 OF SECTION 33, T 6N, R 5E.  IT IS 153 FEET
 CO0894'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK
 CO0894'BUILDING, 140 FEET SOUTHEAST OF POWER POLE NO. 526, 73 FEET NORTH
 CO0894'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE SAME BUILDING,
 CO0894'131 FEET SOUTHEAST OF A FIRE HYDRANT, 74 FEET NORTH OF THE NORTHEAST
 CO0894'CONCRETE FOOTING FOR A DISMANTLED WATER TANK, 17 FEET WEST OF
 CO0894'THE PROJECTED PLANE OF THE WEST WALL FOR SHIVERS GROCERY, 46
 CO0894'FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 96 FEET
 CO0894'SOUTH OF THE CENTER OF HIGHWAY 80, 1 FOOT EAST OF A METAL WITNESS
 CO0894'POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND.  IT
 CO0894'IS A TRIANGULATION DISK, STAMPED HATCH 1945 1961.
 CO0894'
 CO0894'REFERENCE MARK NO 3 IS 101.02 FEET NORTHEAST OF THE STATION.  IT IS
 CO0894'134 FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 115.5
 CO0894'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF SHIVERS GROCERY,
 CO0894'144.5 FEET SOUTHWEST OF A POWER POLE WITH A STREET LAMP, 52 FEET
 CO0894'SOUTH OF THE CENTER OF HIGHWAY 80, 1 FOOT NORTH OF A METAL WITNESS
 CO0894'POST ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS
 CO0894'6 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED HATCH NO 3
 CO0894'1945.
 CO0894'
 CO0894'REFERENCE MARK NO 5 IS 75.45 FEET SOUTH-SOUTHEAST OF THE
 CO0894'STATION.  IT IS 171 FEET SOUTH OF THE CENTER OF HIGHWAY 80, 123 FEET
 CO0894'EAST OF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK BUILDING, 53
 CO0894'FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 2 FEET
 CO0894'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE CONCRETE
 CO0894'BLOCK BUILDING SET IN A DRILL HOLE IN THE TOP CENTER OF THE
 CO0894'NORTHEAST CONCRETE FOOTING OF A DISMANTLED WATER TANK.  IT IS
 CO0894'A REFERENCE MARK DISK, STAMPED HATCH NO 5 1945 1961.
 CO0894'
 CO0894'THE AZIMUTH MARK IS 0.25 MILE WEST-SOUTHWEST OF THE STATION NEAR
 CO0894'THE SOUTHEAST CORNER OF THE LAWN OF A CONCRETE BLOCK CHURCH.  IT IS
 CO0894'114.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WING
 CO0894'AT THE EAST ENTRANCE TO THE MT. CARMEL M. B. CHURCH, 42 FEET NORTH
 CO0894'OF THE CENTER OF HIGHWAY 80, 61 FEET WEST OF THE CENTER OF
 CO0894'JACKSON AVENUE, 19 FEET WEST OF A POLE SUPPORTING A GUY WIRE, 6
 CO0894'FEET EAST OF A GUY WIRE, 6 FEET EAST OF A GUY WIRE ANCHOR ABOUT 3-1/2
 CO0894'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 CO0894'IT IS AN AZIMUTH MARK DISK, STAMPED HATCH 1945.
 CO0894'
 CO0894'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PELAHATCHIE GO EAST
 CO0894'ON U.S. HIGHWAY 80 FOR 0.3 MILE TO A CONCRETE BLOCK CHURCH AND THE
 CO0894'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON U.S. HIGHWAY 80 FOR
 CO0894'0.25 MILE TO A SIDE ROAD AND THE STATION ON THE RIGHT.
 CO0894'
 CO0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.65 MILE EAST OF
 CO0894'PELAHATCHIE.
 CO0894
 CO0894                          STATION RECOVERY (1978)
 CO0894
 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CO0894'STATION MARK, REFERENCE MARK NO.5 AND THE AZIMUTH MARK WERE RECOVERED
 CO0894'IN GOOD CONDITION.  REFERENCE MARK NO.3 WAS FOUND LOOSE IN THE GROUND
 CO0894'AND LEANING.
 CO0894'
 CO0894'THE STATION MARK AND REFERENCE MARK NO.3 WERE IN DANGER OF BEING
 CO0894'DESTROYED BY CONSTRUCTION OF A CAR-WASH.  A NEW STATION HATCH 2 1978
 CO0894'WAS ESTABLISHED AT THIS DATE.  THE OLD STATION WAS NOT DESTROYED BY
 CO0894'THIS PARTY IN HOPE THAT IT MAY SURVIVE CONSTRUCTION.  REFERENCE MARK
 CO0894'NO.3 WAS DESTROYED AND THE DISK RECLAIMED.
 CO0894'
 CO0894'THE 1977 DESCRIPTION BY (MSHD) IS ADEQUATE AND COMPLETE FOR RECOVERY
 CO0894'OF THIS STATION.
 CO0894
 CO0894                          STATION RECOVERY (1987)
 CO0894
 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CO0894'THE STATION WAS RECOVERED AT THIS DATE.
 CO0894'AS DESCRIBED IN 1977.
 CO0894'
 CO0894'TO REACH THE STATION FROM EXIT 24 ON INTERSTATE 20, GO
 CO0894'NORTH FOR 1.8 KM (1.1 MI) ON STATE HIGHWAY 43 TO THE JUNCTION OF
 CO0894'U.S. HIGHWAY 80.
 CO0894'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY 80 TO A
 CO0894'GRAVEL SIDE ROAD ON THE RIGHT AND STATION ON THE RIGHT, IN THE
 CO0894'SOUTHEAST ANGLE OF INTERSECTION.
 CO0894'
 CO0894'PERMISSION OK, STATION ON PROPERTY OF MISSISSIPPI FEDERATED CO-OP.
 CO0894'
 CO0894'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 CO0894
 CO0894                          STATION RECOVERY (1992)
 CO0894
 CO0894'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 CO0894'STATION IS LOCATED O.65 MI EAST OF THE CENTER OF PELAHATCHIE, ON THE
 CO0894'SUMMIT OF FIRST HILL EAST OF TOWN, IN THE NORTHEAST QUARTER OF
 CO0894'SECTION 33, T 6N, R 5E, ON PROPERTY OF MISSISSIPPI FEDERATED CO-OP.
 CO0894'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CO0894'43 (I-20 EXIT 68), 1.5 MI (2.4 KM) SOUTHWEST OF PELAHATCHIE, GO NORTH
 CO0894'ON STATE HIGHWAY 43 FOR 1.1 MI (1.8 KM) TO JUNCTION OF U.S. HIGHWAY
 CO0894'80, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 80 FOR 1.0 MI (1.6 KM) TO
 CO0894'A GRAVEL SIDE ROAD ON THE RIGHT AND STATION IN SOUTHEAST ANGLE OF
 CO0894'INTERSECTION.
 CO0894'STATION IS A STANDARD DISK, STAMPED---HATCH 1945 1961---SET IN TOP OF
 CO0894'A ROUND CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND. IT
 CO0894'IS 140.0 FT (42.7 M) SOUTHEAST OF POWER POLE, 131.0 FT (39.9 M) SOUTH
 CO0894'OF FIRE HYDRANT, 74.0 FT (22.6 M) NORTH OF THE NORTHEAST CONCRETE
 CO0894'FOOTING OF A DISMANTLED WATER TANK, 96.0 FT (29.3 M) SOUTH OF THE
 CO0894'CENTER OF HIGHWAY 80, 46.0 FT (14.0 M) EAST OF THE CENTER OF GRAVEL
 CO0894'ROAD LEADING SOUTH, AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST
 CO0894'AND SIGN.
 CO0894
 CO0894                          STATION RECOVERY (1993)
 CO0894
 CO0894'RECOVERED 1993
 CO0894'RECOVERED IN GOOD CONDITION.
 CO0894
 CO0894                          STATION RECOVERY (1998)
 CO0894
 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CO0894'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) EAST OF THE CENTER OF
 CO0894'PELAHATCHIE, ON THE SUMMIT OF THE FIRST HILL EAST OF TOWN, IN THE
 CO0894'SOUTHEAST QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 80 AND BROWN ST.
 CO0894'OWNERSHIP--MISSISSIPPI FEDERATED CO-OP.  TO REACH THE STATION FROM THE
 CO0894'JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 43 (EXIT 68),
 CO0894'ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF PELAHATCHIE, GO NORTH FOR 1.8 KM
 CO0894'(1.10 MI) ON HIGHWAY 43 TO THE JUNCTION OF U.S. HIGHWAY 80.  TURN
 CO0894'RIGHT, EAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 80 TO A GRAVEL ROAD ON THE
 CO0894'RIGHT AND THE STATION IN THE SOUTHEAST QUADRANT.  STATION IS 42.7 M
 CO0894'(140.1 FT) SOUTHEAST OF A UTILITY POLE, 39.9 M (130.9 FT) SOUTHEAST OF
 CO0894'AND ACROSS HIGHWAY 80 FROM A FIRE HYDRANT, 29.3 M (96.1 FT) SOUTH OF
 CO0894'THE CENTER OF HIGHWAY 80, 22.6 M (74.1 FT) NORTH OF THE NORTHEAST
 CO0894'CONCRETE FOOTING OF A DISMANTLED WATER TANK, 14.0 M (45.9 FT) EAST OF
 CO0894'THE CENTER OF BROWN STREET, 0.3 M (1.0 FT) EAST OF A METAL WITNESS
 CO0894'POST AND SIGN, ABOUT LEVEL WITH THE GRAVEL STREET AND FLUSH WITH
 CO0894'GROUND.
 CO0894
 CO0894                          STATION RECOVERY (2000)
 CO0894
 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO0894'RECOVERED AS DESCRIBED.
 CO0894
 CO0894                          STATION RECOVERY (2002)
 CO0894
 CO0894'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CO0894'RECOVERED IN GOOD CONDITION.
 CO0894
 CO0894                          STATION RECOVERY (2007)
 CO0894
 CO0894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JMR)
 CO0894'RECOVERED AS DESCRIBED WAS GPS OBSERVABLE.
 CO0894
 CO0894                          STATION RECOVERY (2008)
 CO0894
 CO0894'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 CO0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0895 ***********************************************************************
 CO0895  DESIGNATION -  HATCH RM 5
 CO0895  PID         -  CO0895
 CO0895  STATE/COUNTY-  MS/RANKIN
 CO0895  USGS QUAD   -  PELAHATCHIE (1982)
 CO0895
 CO0895                         *CURRENT SURVEY CONTROL
 CO0895  ___________________________________________________________________
 CO0895* NAD 83(1986)-  32 18 58.     (N)    089 47 19.     (W)     SCALED    
 CO0895* NAVD 88     -       119.135  (meters)     390.86   (feet)  ADJUSTED  
 CO0895  ___________________________________________________________________
 CO0895  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CO0895  DYNAMIC HT  -         118.996 (meters)     390.41  (feet)  COMP
 CO0895  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CO0895
 CO0895  VERT ORDER  -  FIRST     CLASS I
 CO0895
 CO0895.The horizontal coordinates were scaled from a topographic map and have
 CO0895.an estimated accuracy of +/- 6 seconds.
 CO0895
 CO0895.The orthometric height was determined by differential leveling
 CO0895.and adjusted in June 1991.
 CO0895
 CO0895.The geoid height was determined by GEOID03.
 CO0895
 CO0895.The dynamic height is computed by dividing the NAVD 88
 CO0895.geopotential number by the normal gravity value computed on the
 CO0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0895.degrees latitude (g = 980.6199 gals.).
 CO0895
 CO0895.The modeled gravity was interpolated from observed gravity values.
 CO0895
 CO0895;                    North         East    Units  Estimated Accuracy
 CO0895;SPC MS W     -   312,330.      751,290.      MT  (+/- 180 meters Scaled)
 CO0895
 CO0895                          SUPERSEDED SURVEY CONTROL
 CO0895
 CO0895  NGVD 29 (??/??/??)  119.135  (m)          390.86   (f) ADJUSTED    1 1
 CO0895
 CO0895.Superseded values are not recommended for survey control.
 CO0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0895.See file dsdata.txt to determine how the superseded data were derived.
 CO0895
 CO0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA374788(NAD 83)
 CO0895_MARKER: DR = REFERENCE MARK DISK
 CO0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0895_SP_SET: CONCRETE FOOTING
 CO0895_STAMPING: HATCH NO 5 1945
 CO0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0895
 CO0895  HISTORY     - Date     Condition        Report By
 CO0895  HISTORY     - 1961     MONUMENTED       CGS
 CO0895  HISTORY     - 1968     GOOD             NGS
 CO0895  HISTORY     - 1978     GOOD             NGS
 CO0895
 CO0895                          STATION DESCRIPTION
 CO0895
 CO0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0895'0.6 MI E FROM PELAHATCHIE.
 CO0895'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CO0895'PELAHATCHIE, ON THE CREST OF A HILL, 171 FEET SOUTHEAST OF THE
 CO0895'CENTERLINE OF THE HIGHWAY, 59 FEET NORTHEAST OF THE CENTERLINE OF A
 CO0895'DIRT ROAD, SET IN THE CENTER OF THE TOP OF THE MOST NORTHEASTERLY
 CO0895'CONCRETE FOOTING OF AN ABANDONED WATER TANK, 18 INCHES ABOVE THE LEVEL
 CO0895'OF THE GROUND, 123 1/2 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 CO0895'NORTHEAST CORNER OF THE GARTH POULTRY AND EGG SERVICE PLANT, 75.45
 CO0895'FEET SOUTHEAST OF TRIANGULATION STATION HATCH 1961, AND ABOUT LEVEL
 CO0895'WITH THE HIGHWAY.  SEC 33, T 6N, R 5E.
 CO0895
 CO0895                          STATION RECOVERY (1978)
 CO0895
 CO0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CO0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1736 ***********************************************************************
 BV1736  DESIGNATION -  HATHORN
 BV1736  PID         -  BV1736
 BV1736  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1736  USGS QUAD   -  PRENTISS WEST (1970)
 BV1736
 BV1736                         *CURRENT SURVEY CONTROL
 BV1736  ___________________________________________________________________
 BV1736* NAD 83(1993)-  31 32 04.98814(N)    089 56 10.87731(W)     ADJUSTED  
 BV1736* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 BV1736  ___________________________________________________________________
 BV1736  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BV1736  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BV1736  HORZ ORDER  -  FIRST
 BV1736
 BV1736.The horizontal coordinates were established by classical geodetic methods
 BV1736.and adjusted by the National Geodetic Survey in May 1994.
 BV1736
 BV1736.The orthometric height was scaled from a topographic map.
 BV1736
 BV1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1736
 BV1736.The geoid height was determined by GEOID03.
 BV1736
 BV1736;                    North         East     Units Scale Factor Converg.
 BV1736;SPC MS W     -   225,628.540   737,698.191   MT  0.99996752   +0 12 27.5
 BV1736;SPC MS W     -   740,249.63  2,420,264.81   sFT  0.99996752   +0 12 27.5
 BV1736;UTM  16      - 3,492,603.216   221,198.469   MT  1.00055882   -1 32 12.3
 BV1736;UTM  15      - 3,492,934.638   790,892.666   MT  1.00064381   +1 36 12.5
 BV1736
 BV1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1736!SPC MS W     -   0.99998354  x   0.99996752  =   0.99995106
 BV1736!UTM  16      -   0.99998354  x   1.00055882  =   1.00054235
 BV1736!UTM  15      -   0.99998354  x   1.00064381  =   1.00062734
 BV1736
 BV1736:                Primary Azimuth Mark                     Grid Az
 BV1736:SPC MS W     -  TYRON                                    025 27 06.9
 BV1736:UTM  16      -  TYRON                                    027 11 46.7
 BV1736:UTM  15      -  TYRON                                    024 03 21.9
 BV1736
 BV1736|---------------------------------------------------------------------|
 BV1736| PID    Reference Object                     Distance      Geod. Az  |
 BV1736|                                                           dddmmss.s |
 BV1736| BV1737 TYRON                               APPROX. 4.9 KM 0253934.4 |
 BV1736| CG1963 HATHORN RM 3                         43.949 METERS 12254     |
 BV1736| CG1961 HATHORN RM 1                         43.945 METERS 13711     |
 BV1736| CG1962 HATHORN RM 2                         65.181 METERS 27655     |
 BV1736| CG1960 HATHORN AZ MK                                      2893713.2 |
 BV1736|---------------------------------------------------------------------|
 BV1736
 BV1736                          SUPERSEDED SURVEY CONTROL
 BV1736
 BV1736  NAD 83(1986)-  31 32 05.00257(N)    089 56 10.87519(W) AD(       ) 1
 BV1736  NAD 27      -  31 32 04.39000(N)    089 56 10.58200(W) AD(       ) 1
 BV1736
 BV1736.Superseded values are not recommended for survey control.
 BV1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1736.See file dsdata.txt to determine how the superseded data were derived.
 BV1736
 BV1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2119892603(NAD 83)
 BV1736_MARKER: DS = TRIANGULATION STATION DISK
 BV1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1736+STABILITY: SURFACE MOTION
 BV1736
 BV1736  HISTORY     - Date     Condition        Report By
 BV1736  HISTORY     - 1934     MONUMENTED       CGS
 BV1736  HISTORY     - 1946     GOOD             CGS
 BV1736  HISTORY     - 1947     GOOD             CGS
 BV1736  HISTORY     - 1955     GOOD             CGS
 BV1736  HISTORY     - 1972     GOOD             MSHD
 BV1736
 BV1736                          STATION DESCRIPTION
 BV1736
 BV1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 BV1736'STATION IS IN THE NW 1/4 SECTION 32, T. 7, R. 19, ON PROPERTY OF
 BV1736'EARLY HATHORN, ABOUT 6 MILES SW OF PRENTISS, AND ABOUT
 BV1736'8-1/2 MILES W OF CARSON.
 BV1736'
 BV1736'TO REACH FROM POST OFFICE IN COLUMBIA, GO N ON ROUTE 13 FOR 20.1
 BV1736'MILES TO T-ROAD LEFT, AT SIGN PRENTISS 7 MILES ON RIGHT.
 BV1736'(THIS POINT IS 5.8 MILES BY ROUTE 13 FROM COURTHOUSE IN PRENTISS.)
 BV1736'TURN LEFT ON THIS ROAD AND GO 2.7 MILES TO STATION ON RIGHT.
 BV1736'
 BV1736'THE STATION IS ABOUT 0.1 MILE E OF OAKVALE ROAD, 35 FEET N OF CENTER
 BV1736'OF MONTICELLO ROAD, ABOUT 100 YARDS NE OF PROGRESS COLORED SCHOOL,
 BV1736'AND 60 FEET SE OF HOME OF HATHORN.
 BV1736'
 BV1736'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BV1736'
 BV1736'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BV1736'
 BV1736'REFERENCE MARK 1 IS ESE OF STATION, ON S EDGE OF ROAD.
 BV1736'
 BV1736'REFERENCE MARK 2 IS W OF STATION, ON S EDGE OF ROAD, AT ENTRANCE TO
 BV1736'PROGRESS SCHOOL. BOTH REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET
 BV1736'IN CONCRETE.
 BV1736'
 BV1736'AZIMUTH MARK IS NW OF STATION IN FRONT YARD OF W.H. BARNES, 20 FEET
 BV1736'N OF CENTER OF MONTICELLO-BASSFIELD ROAD, AND 5 FEET E OF WIRE
 BV1736'FENCE.  AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.
 BV1736'
 BV1736'A 90-FOOT TOWER WILL SEE ALL LIGHTS.
 BV1736'
 BV1736'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BV1736
 BV1736                          STATION RECOVERY (1946)
 BV1736
 BV1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BV1736'THE FORMER DESCRIPTION IS CORRECT EXCEPT THAT THE HOUSE DESCRIBED AS
 BV1736'BELONGING TO EARLY HATHORN NOW BELONGS TO LEE BOLTIN. ALL
 BV1736'MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 BV1736'
 BV1736'THE SURFACE-STATION, UNDERGROUND, AND REFERNCE MARKS ARE BRONZE
 BV1736'DISKS SET IN CONCRETE.
 BV1736'
 BV1736'THIS STATION IS ABOUT 6 MILES SW OF PRENTISS, ABOUT 8-1/2 MILES W
 BV1736'OF CARSON, IN THE NW CORNER OF SECTION 32, T. 7 N., R. 19 W., ON
 BV1736'PROPERTY BELONGING TO LEE BOLTIN. THE MARK IS ABOUT 0.1 MILE E OF
 BV1736'THE OAKVALE ROAD, 35 FEET N OF THE MONTICELLO ROAD, ABOUT 100 YARDS
 BV1736'NE OF THE PROGRESS COLORED SCHOOL, AND 60 FEET SE OF THE BOLTIN
 BV1736'HOUSE.
 BV1736'
 BV1736'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BV1736'HATHORN 1934, AND PROJECTS 4 INCHES. UNDERGROUND MARK IS A BRONZE
 BV1736'STATION DISK SET IN CONCRETE.
 BV1736'
 BV1736'REFERENCE MARK 1 IS 144.18 FEET (43.945 METERS) ESE OF THE STATION,
 BV1736'18 FEET S OF THE MONTICELLO ROAD, 35 FEET W OF A FENCE CORNER, AND
 BV1736'6 INCHES N OF A FENCE LINE. IT IS A BRONZE REFERENCE DISK SET IN
 BV1736'CONCRETE, STAMPED HATHORN NO 1 1934, AND PROJECTS 4 INCHES.
 BV1736'
 BV1736'REFERENCE MARK 2 IS 213.85 FEET (65.181 METERS) W OF THE STATION, 22
 BV1736'FEET S OF THE MONTICELLO ROAD, 74 FEET NE OF THE NE CORNER OF THE
 BV1736'PROGRESS COLORED SCHOOL, AND 52 FEET E OF A 36-INCH OAK TREE. IT IS
 BV1736'A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED HATHORN NO 2
 BV1736'1934, AND PROJECTS 12 INCHES.
 BV1736'
 BV1736'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NW OF THE STATION, IN THE
 BV1736'FRONT YARD OF W.H. BARNES, 20 FEET N OF THE CENTER LINE OF THE
 BV1736'MONTICELLO-BASSFIELD ROAD, 5 FEET E OF A WIRE FENCE, AND 23 FEET W
 BV1736'OF THE INTERSECTION OF THE ROAD AND THE HOUSE ENTRANCE WALK. IT IS
 BV1736'A BRONZE AZIMUTH DISK SET IN CONCRETE, STAMPED HATHORN 1934, AND
 BV1736'PROJECTS 4 INCHES.
 BV1736'
 BV1736'TO REACH FROM THE RAILROAD STATION IN PRENTISS, GO SW ON U.S.
 BV1736'HIGHWAY 84 AND STATE HIGHWAY 13 FOR 0.7 MILE TO THE JUNCTION OF THE
 BV1736'HIGHWAYS. LEAVING HIGHWAY 84, CONTINUE STRAIGHT AHEAD ON HIGHWAY 13
 BV1736'FOR 4.5 MILES TO A SIDE ROAD RIGHT (W), TURN RIGHT AND GO 0.1 MILE
 BV1736'TO A CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO THE
 BV1736'STATION ON THE RIGHT JUST NE OF THE PROGRESS COLORED SCHOOL.
 BV1736'
 BV1736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON THE MONTICELLO
 BV1736'-BASSFIELD ROAD FOR 0.3 MILE TO THE BARNES HOME AND MARK ON THE
 BV1736'RIGHT.
 BV1736
 BV1736                          STATION RECOVERY (1947)
 BV1736
 BV1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1736'THE STATION WAS RECOVERED AS DESCRIBED IN 1946 BY W.J.C. AND ALL
 BV1736'MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE
 BV1736'MARK NO. 1. THIS REFERENCE MARK WAS VERY CLOSE TO THE EDGE OF THE
 BV1736'ROAD BANK, AND AT THIS POINT THE SOIL EROSION IS VERY GREAT. A NEW
 BV1736'REFERENCE MARK NO. 3 WAS ESTABLISHED. A COMPLETE NEW DESCRIPTION
 BV1736'FOLLOWS--
 BV1736'
 BV1736'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PRENTISS, 8.5 MILES
 BV1736'WEST OF CARSON, AND ON LAND OWNED BY LEE BOLTIN. IT IS
 BV1736'ABOUT 100 YARDS NORTHEAST OF THE PROGRESS COLORED SCHOOL, 60 FEET
 BV1736'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BOLTIN FARM HOUSE, AND 30
 BV1736'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE MONTICELLO ROAD.
 BV1736'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HATHORN 1934.
 BV1736'
 BV1736'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 18 FEET SOUTH
 BV1736'OF THE APPROXIMATE CENTERLINE OF THE MONTICELLO ROAD, AND ON THE
 BV1736'EDGE OF THE ROAD BANK. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 BV1736'STAMPED HATHORN NO 1 1934.
 BV1736'
 BV1736'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 74 FEET NORTHEAST OF
 BV1736'THE NORTHEAST CORNER OF THE PROGRESS COLORED SCHOOL, AND 22 FEET
 BV1736'SOUTH OF THE APPROXIMATE CENTERLINE OF THE MONTICELLO ROAD. THE
 BV1736'MARK PROJECTS 4 INCHES, AND THE DISK IS STMAPED HATHORN NO 2 1934.
 BV1736'
 BV1736'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION, 20 FEET NORTH
 BV1736'OF THE APPROXIMATE CENTERLINE OF THE MONTICELLO ROAD, AND ON THE
 BV1736'SOUTHERN EDGE OF A CULTIVATED FIELD. THE MARK PROJECTS 4 INCHES,
 BV1736'AND THE DISK IS STAMPED HATHORN NO 3 1947.
 BV1736'
 BV1736'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, AND IN THE
 BV1736'SOUTHWEST CORNER OF THE FRONT YARD OF THE W.H. BARNES ESTATE, 20
 BV1736'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE MONTICELLO ROAD, AND
 BV1736'5 FEET EAST OF A FENCE LINE. THE MARK PROJECTS 3 INCHES, AND THE
 BV1736'DISK IS STAMPED HATHORN AZI 1934.
 BV1736'
 BV1736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BV1736'HIGHWAY 13 WHICH IS ON THE SOUTHERN EDGE OF PRENTISS, GO SOUTH ON
 BV1736'STATE HIHGWAY 13 FOR 4.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BV1736'GO 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.8 MILES
 BV1736'TO THE BOLTIN FARM HOUSE ON THE RIGHT AND THE STATION.
 BV1736'
 BV1736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MONTICELLO
 BV1736'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BV1736'
 BV1736'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BV1736
 BV1736                          STATION RECOVERY (1955)
 BV1736
 BV1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1736'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK NO. 2
 BV1736'AND NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BV1736'REFERNECE MARK NO. 1 WAS FOUND LYING IN THE DITCH AND THE DISK WAS
 BV1736'RECLAIMED. THE BOLTON FARMHOUSE MENTIONED IN THE PREVIOUS
 BV1736'DESCRIPTIONS HAS BEEN TORN DOWN AND TWO NEW HOUSES HAVE BEEN
 BV1736'BUILT NEAR THE MARK, A SMALL HOUSE PAINTED WHITE, TO THE WEST AND
 BV1736'A SMALL HOUSE WITH PINK ASBESTOS SIDING TO THE EAST OF THE
 BV1736'STATION.
 BV1736'
 BV1736'A NEW DESCRIPTION FOLLOWS--
 BV1736'
 BV1736'THE STATION IS LOCATED 8.5 MILES WEST OF CARSON AND 7 MILES SOUTH
 BV1736'-SOUTHWEST OF PRENTISS AND ABOUT 100 YARDS NORTHEAST OF THE PROGRESS
 BV1736'SCHOOL, ON LAND OWNED BY LEE BOLTON. IT IS 34 FEET NORTH OF THE
 BV1736'CENTER OF THE GRAVELED ROAD, 18 FEET SOUTHWEST OF THE SOUTHWEST
 BV1736'CORNER OF THE HOUSE WITH THE PINK ASBESTOS SIDING OWNED BY LEE
 BV1736'BOLTON, 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WHITE
 BV1736'HOUSE OWNED BY MATHEW HERON JR., 43 FEET EAST OF A CEDAR TREE
 BV1736'BETWEEN THE TWO HOUSES AND 30 FEET EAST OF THE CENTER OF A
 BV1736'DRIVEWAY BETWEEN THE TWO HOUSES. IT IS A STANDARD DISK, STAMPED
 BV1736'HATHORN 1934, PROJECTING 6 INCHES.
 BV1736'
 BV1736'REFERENCE MARK NO. 2 IS 213.86 FEET WEST-SOUTHWEST OF THE STATION,
 BV1736'72 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PROGRESS SCHOOL,
 BV1736'26 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 20 FEET SOUTH
 BV1736'OF THE CENTER OF THE GRAVELED ROAD, 52 FEET EAST OF A LONE 30-INCH
 BV1736'OAK TREE AND 6 FEET EAST OF A FENCE CORNER. IT IS A STANDARD
 BV1736'DISK, STAMPED HATHORN NO 2 1934, PROJECTING 8 INCHES.
 BV1736'
 BV1736'REFERENCE MARK NO. 3 IS 144.19 FEET EAST-SOUTHEAST OF THE STATION,
 BV1736'108 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE LEE BOLTON
 BV1736'HOUSE,
 BV1736'20 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 72 FEET SOUTH OF
 BV1736'A LONE FORKED PECAN TREE IN A CULTIVATED FIELD AND 68 FEET WEST
 BV1736'OF THE CENTER OF AN APPROCH TO THE CULTIVATED FIELD. IT IS A
 BV1736'STANDARD DISK, STAMPED HATHORN NO 3 1947, PROJECTING 6 INCHES.
 BV1736'
 BV1736'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION ON THE PROPERTY OF
 BV1736'WILL BARNES, 19 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 72 FEET
 BV1736'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARNES HOUSE, 18 FEET WEST
 BV1736'OF A 20-INCH OAK TREE, 5 FEET EAST OF A FENCE AND 34 FEET WEST OF
 BV1736'THE CENTER OF THE WEST END OF A CIRCULAR DRIVEWAY IN FRONT OF THE
 BV1736'BARNES HOUSE. IT IS A STANDARD DISK, STAMPED HATHORN AZI 1934,
 BV1736'PROJECTING 3 INCHES.
 BV1736'
 BV1736'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTIS GO SOUTH ON
 BV1736'STATE HIGHWAY 13 AND U.S. HIGHWAY 84 FOR 1.0 MILES TO A FORKS AND
 BV1736'THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 84, TAKE LEFT
 BV1736'FORK, STRAIGHT AHEAD ON STATE HIGHWAY 13 FOR 4.15 MILE TO A SIDE
 BV1736'ROAD RIGHT AND THE BLACKMANS GROCERY STORE ON THE RIGHT, 0.15 MILE
 BV1736'BEFORE REACHING THE BRIDGE OVER LITTLE WHITE SANDS CREEK,
 BV1736'TURN RIGHT AND GO 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 BV1736'AHEAD AND GO 2.8 MILE TO THE STATION ON THE RIGHT ABOUT 100 YARDS
 BV1736'BEFORE REACHING THE PROGRESS SCHOOL ON THE LEFT.
 BV1736
 BV1736                          STATION RECOVERY (1972)
 BV1736
 BV1736'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BV1736'THE STATION WAS VISITED 8-15-72 AND THE STATION MARK, RM NO 2, AND
 BV1736'RM NO 3 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND
 BV1736'DESTROYED AND THE DISK WAS RECLAIMED.
 BV1736'
 BV1736'THE STATION IS LOCATED 6.2 MILES SOUTHWEST OF PRENTISS, 8.5 MILES
 BV1736'WEST OF CARSON IN THE NORTHWEST 1/2 OF SECTION 32, T 7N, R 19W, AND
 BV1736'ON THE LEE BOLTON ESTATE. (NOTE-THE SCHOOL MENTIONED IN THE
 BV1736'PREVIOUS DESCRIPTION HAS BEEN TORN DOWN. IT IS 36 FEET NORTH OF THE
 BV1736'CENTER OF A GRAVELED ROAD, 28 FEET EAST OF THE CENTER OF A
 BV1736'DRIVEWAY, 18.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BV1736'THE PORCH OF A PINK ASBESTOS SIDING HOUSE, 41.5 FEET EAST OF A 10
 BV1736'INCH TWIN CEDAR, 47.5 FEET WEST OF A 12 INCH OAK AND 16.5 FEET
 BV1736'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE.
 BV1736'
 BV1736'IT IS A TRIANGULATION DISK, STAMPED HATHORN 1934 PROJECTING 6 INCHES.
 BV1736'
 BV1736'REFERENCE MARK NO 2 IS 213.86 FEET WEST-SOUTHWEST OF THE STATION. IT
 BV1736'IS 18 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 26 FEET NORTHEAST
 BV1736'OF POLE NO 1 C32 C7, 71 FEET EAST OF THE PROJECTED PLANE OF THE
 BV1736'EAST WALL OF A CONCRETE BLOCK HOUSE ON THE NORTH SIDE OF THE ROAD
 BV1736'AND 1 FOOT SOUTH OF A METAL WITNESS POST. IT IS A REFERENCE MARK
 BV1736'DISK, STAMPED HATHORN NO 2 1934 PROJECTING 1 FOOT.
 BV1736'
 BV1736'REFERENCE MARK NO 2 IS 144.19 FEET EAST-SOUTHEAST OF THE STATION. IT
 BV1736'IS 19 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 95.5 FEET EAST OF
 BV1736'A 12 INCH OAK, 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BV1736'PORCH OF A PINK ASBESTOS SIDING HOUSE, 68 FEET WEST OF A FENCE
 BV1736'CORNER AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A REFERENCE
 BV1736'MARK DISK, STAMPED HATHORN NO 3 1947.
 BV1736'
 BV1736'TO REACH THE STATION FROM THE BANK OF PRENTISS IN PRENTISS GO
 BV1736'SOUTHEAST ON STATE HIGHWAY 13 AND U.S. HIGHWAY 84 FOR 0.9 MILES TO
 BV1736'A FORK AND THE JUNCTION OF U.S. HIGHWAY 84. CONTINUE SOUTH ON STATE
 BV1736'HIGHWAY 13 FOR 4.4 MILES TO A SIDE ROAD RIGHT ABOUT 0.15 MILES
 BV1736'BEFORE REACHING THE BRIDGE OVER LITTLE WHITE SANDS CREEK. TURN
 BV1736'RIGHT AND GO WEST ON A BLACK TOP ROAD FOR 2.9 MILES TO THE STATION
 BV1736'ON THE RIGHT ABOUT 0.1 MILES BEFORE REACHING A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0657 ***********************************************************************
 BV0657  DESIGNATION -  HATTIESBURG
 BV0657  PID         -  BV0657
 BV0657  STATE/COUNTY-  MS/FORREST
 BV0657  USGS QUAD   -  HATTIESBURG (1982)
 BV0657
 BV0657                         *CURRENT SURVEY CONTROL
 BV0657  ___________________________________________________________________
 BV0657* NAD 83(1993)-  31 19 33.56043(N)    089 19 57.66215(W)     ADJUSTED  
 BV0657* NAVD 88     -        67.757  (meters)     222.30   (feet)  ADJUSTED  
 BV0657  ___________________________________________________________________
 BV0657  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BV0657  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0657  DYNAMIC HT  -          67.675 (meters)     222.03  (feet)  COMP
 BV0657  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BV0657  OBS GRAVITY -     979,423.7   (mgal)                       GRAV_OBS
 BV0657
 BV0657  HORZ ORDER  -  SECOND
 BV0657  VERT ORDER  -  SECOND    CLASS 0
 BV0657
 BV0657.The horizontal coordinates were established by classical geodetic methods
 BV0657.and adjusted by the National Geodetic Survey in May 1994.
 BV0657
 BV0657.The orthometric height was determined by differential leveling
 BV0657.and adjusted in May 1996.
 BV0657
 BV0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0657
 BV0657.The geoid height was determined by GEOID03.
 BV0657
 BV0657.The dynamic height is computed by dividing the NAVD 88
 BV0657.geopotential number by the normal gravity value computed on the
 BV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0657.degrees latitude (g = 980.6199 gals.).
 BV0657
 BV0657.The modeled gravity was interpolated from observed gravity values.
 BV0657.The observed gravity was obtained from relative gravimeter ties
 BV0657.to the IGSN71 gravity network.
 BV0657
 BV0657;                    North         East     Units Scale Factor Converg.
 BV0657;SPC MS E     -   202,525.741   252,474.991   MT  0.99997785   -0 15 34.6
 BV0657;SPC MS E     -   664,453.20    828,328.37   sFT  0.99997785   -0 15 34.6
 BV0657;UTM  16      - 3,468,080.528   278,040.629   MT  1.00020770   -1 12 47.8
 BV0657
 BV0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0657!SPC MS E     -   0.99999355  x   0.99997785  =   0.99997140
 BV0657!UTM  16      -   0.99999355  x   1.00020770  =   1.00020125
 BV0657
 BV0657:                Primary Azimuth Mark                     Grid Az
 BV0657:SPC MS E     -  HATTIESBURG COMPRESS CO TANK             073 09 02.8
 BV0657:UTM  16      -  HATTIESBURG COMPRESS CO TANK             074 06 16.0
 BV0657
 BV0657|---------------------------------------------------------------------|
 BV0657| PID    Reference Object                     Distance      Geod. Az  |
 BV0657|                                                           dddmmss.s |
 BV0657| BV1660 HATTIESBURG COMPRESS CO TANK        APPROX. 3.8 KM 0725328.2 |
 BV0657| CG1965 HATTIESBURG RM 1                     32.742 METERS 10342     |
 BV0657| CG1964 HATTIESBURG AZ MK                                  1192038.6 |
 BV0657| BV0659 HATTIESBURG AZ RESET 1962                          1284936.7 |
 BV0657| BV0658 HATTIESBURG RM 2                     27.691 METERS 19554     |
 BV0657| BV0656 HATTIESBURG RM 3                     25.143 METERS 29232     |
 BV0657| BV1657 HATTIESBURG STC COLLEGE STACK       274.710 METERS 32731     |
 BV0657| BV0655 E 12                                 50.460 METERS 35541     |
 BV0657|---------------------------------------------------------------------|
 BV0657
 BV0657                          SUPERSEDED SURVEY CONTROL
 BV0657
 BV0657  NAD 83(1986)-  31 19 33.57530(N)    089 19 57.66129(W) AD(       ) 2
 BV0657  NAD 27      -  31 19 32.94900(N)    089 19 57.44000(W) AD(       ) 2
 BV0657  NGVD 29 (??/??/92)   67.776  (m)          222.36   (f) ADJ UNCH    2 2
 BV0657
 BV0657.Superseded values are not recommended for survey control.
 BV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0657.See file dsdata.txt to determine how the superseded data were derived.
 BV0657
 BV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7804168081(NAD 83)
 BV0657_MARKER: DS = TRIANGULATION STATION DISK
 BV0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0657_STAMPING: HATTIESBURG 1935
 BV0657_MARK LOGO: CGS   
 BV0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0657+STABILITY: SURFACE MOTION
 BV0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0657+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2007
 BV0657
 BV0657  HISTORY     - Date     Condition        Report By
 BV0657  HISTORY     - 1935     MONUMENTED       CGS
 BV0657  HISTORY     - 1947     GOOD             MSHD
 BV0657  HISTORY     - 1956     GOOD             CGS
 BV0657  HISTORY     - 1958     GOOD             PAS
 BV0657  HISTORY     - 1962     GOOD             CGS
 BV0657  HISTORY     - 1965     GOOD             MSHD
 BV0657  HISTORY     - 1969     GOOD             MSHD
 BV0657  HISTORY     - 1969     GOOD             MSHD
 BV0657  HISTORY     - 1976     GOOD             MSHD
 BV0657  HISTORY     - 19870611 GOOD             NGS
 BV0657  HISTORY     - 20030718 GOOD             USPSQD
 BV0657  HISTORY     - 20050312 GOOD             USPSQD
 BV0657  HISTORY     - 20071226 GOOD             INDIV
 BV0657
 BV0657                          STATION DESCRIPTION
 BV0657
 BV0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV0657'THREE MILES WEST OF HATTIESBURG ON THE CAMPUS OF THE STATE TEACHERS
 BV0657'COLLEGE, 105 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH STREET,
 BV0657'201 FEET NORTH OF A FLAGPOLE, 150.55 FEET SOUTH OF THE FIRST STEP
 BV0657'OF THE ADMINISTRATION BUILDING, 63.8 FEET NORTH OF THE CENTER LINE
 BV0657'OF AN EAST-WEST STREET AND 148 FEET WEST OF THE FIRST STEP OF THE
 BV0657'WEST ENTRANCE OF THE SCIENCE HALL.
 BV0657'
 BV0657'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BV0657'BRONZE DISKS SET IN CONCRETE.
 BV0657'
 BV0657'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 9 FEET WEST OF THE
 BV0657'CENTER LINE OF THE NORTH-SOUTH STREET, 39 FEET WEST OF THE
 BV0657'INTERSECTION OF THE STREETS, AND 30 FEET SOUTHEAST OF A 12-INCH
 BV0657'OAK, AND IS SET IN THE SIDEWALK.
 BV0657'
 BV0657'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 110 FEET NORTHWEST OF
 BV0657'A FLAGPOLE, 24 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET,
 BV0657'AND IS SET IN THE SIDEWALK.
 BV0657'
 BV0657'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 20 FEET SOUTHWEST OF A
 BV0657'TELEPHONE POLE, 40 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 11,
 BV0657'6 FEET SOUTHWEST OF AN 8-INCH PINE, AND 4 FEET NORTHWEST OF A
 BV0657'5-INCH PINE.
 BV0657'
 BV0657'U.S.C. AND G.B. BM (1934) IS NORTH OF THE STATION IN THE WALL OF THE
 BV0657'ADMINISTRATION BUILDING, 7 FEET WEST OF THE ENTRANCE.
 BV0657'
 BV0657'A 77-FOOT TOWER IS REQUIRED.
 BV0657'
 BV0657'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV0657
 BV0657                          STATION RECOVERY (1947)
 BV0657
 BV0657'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1947 (JDK)
 BV0657'LETTERS OF I.L. NOBLES, HATTIESBURG, MISS. AND J.D. KIRBY,
 BV0657'MISSISSIPPI HIGHWAY DEPT., HATTIESBURG, MISS., DATED OCTOBER 18, 1946
 BV0657'AND JANUARY 14, 1947--
 BV0657'
 BV0657'THE AZIMUTH MARK WAS DESTROYED DUE TO THE CONSTRUCTION OF A SERVICE
 BV0657'STATION AND AUTOMOBILE SUPPLY BUILDING. A NEW AZIMUTH MARK WAS
 BV0657'ESTABLISHED 137.26 FEET CLOSER TO THE STATION AND IS ON LINE WITH
 BV0657'STATION MARK AND ORIGINAL LOCATION OF AZIMUTH MARK. IT IS LOCATED
 BV0657'27.2 FEET N OF CENTERLINE OF EAST AND WEST STREET OR HIGHWAY, 187
 BV0657'FEET W OF SW CORNER OF WEST POST AT EAST ENTRANCE OF MISSISSIPPI
 BV0657'SOUTHERN COLLEGE, FOMERLY CALLED STATE TEACHERS COLLEGE, AND
 BV0657'126 FEET E OF THE CENTER OF NORTH INLET ON EAST AND WEST
 BV0657'HIGHWAY.
 BV0657'
 BV0657'REFERENCE MARK DISK STAMPED HATTIESBURG AZI 1935 RECEIVED AT THIS
 BV0657'OFFICE 1/17/47.
 BV0657
 BV0657                          STATION RECOVERY (1956)
 BV0657
 BV0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV0657'THE STATION WAS VISITED ON OCTOBER 16, 1956. THE STATION MARK,
 BV0657'AZIMUTH MARK, REFERENCE MARK 2, AND BENCH MARK E 12 WERE FOUND IN
 BV0657'GOOD CONDITION. REFERENCE MARK 1 HAD BEEN DESTROYED WHEN THE
 BV0657'STREET, ALONG WHICH IT WAS SET, WAS WIDENED. REFERENCE MARK 3 WAS
 BV0657'ESTABLISHED AT THIS DATE. THE STATE TEACHERS COLLEGE IS NOW THE
 BV0657'MISSISSIPPI SOUTHERN COLLEGE. THE BLACK WATER TANK ON THE
 BV0657'CAMPUS HAS BEEN DISMANTLED. A NEW DESCRIPTION FOLLOWS--
 BV0657'
 BV0657'THE MARK IS LOCATED 2.2 MI. W OF HATTIESBURG, AT THE S EDGE OF THE
 BV0657'MISSISSIPPI SOUTHERN COLLEGE CAMPUS, AND IN ABOUT THE CENTER OF A
 BV0657'SQUARE FORMED BY SIDEWALKS IN THE FRONT LAWN OF THE ADMINISTRATION
 BV0657'BUILDING. IT IS 150.5 FT. S OF THE FIRST STEP TO THE FRONT
 BV0657'ENTRANCE OF THE ADMINISTRATION BUILDING, 148 FT. W OF THE FIRST
 BV0657'STEP OF THE W ENTRANCE TO THE SCIENCE BUILDING, 201 FT. N OF THE
 BV0657'FLAGPOLE, 3 FT.  SE OF THE SUNDIAL ERECTED BY THE CLASS OF 1950,
 BV0657'27.5 FT. S OF THE S EDGE OF THE SIDEWALK LEADING FROM THE COLLEGE
 BV0657'HALL TO THE SCIENCE BUILDING, 17 FT. W OF THE W EDGE OF A
 BV0657'SIDEWALK LEADING S FROM THE ADMINISTRATION BUILDING, 21.5 FT. E
 BV0657'OF THE E EDGE OF A SIDEWALK, 21.5 FT. N OF THE N EDGE OF A
 BV0657'SIDEWALK, AND 64 FT. N OF THE CENTER OF AN E-W STREET. IT IS A
 BV0657'STANDARD DISK, STAMPED HATTIESBURG 1935 AND PROJECTING 6 IN.
 BV0657'
 BV0657'REFERENCE MARK 2 IS 90.85 FT. S OF THE STATION, 110 FT. NW OF THE
 BV0657'FLAGPOLE, 24 FT. S OF THE CENTER OF AN E-W STREET, AND SET IN A
 BV0657'DRILL HOLE FLUSH WITH THE SIDEWALK LEADING FROM THE ADMINISTRATION
 BV0657'BUILDING TO THE S ENTRANCE OF THE COLLEGE. IT IS A STANDARD DISK,
 BV0657'STAMPED HATTIESBURG NO 2 1935.
 BV0657'
 BV0657'REFERENCE MARK 3 IS 82.49 FT. W OF THE STATION, 42 FT. E OF THE
 BV0657'CENTER OF A N-S STREET IN FRONT OF THE COLLEGE HALL, 65 FT. E OF THE
 BV0657'BOTTOM STEP TO THE E ENTRANCE TO THE COLLEGE HALL, AND SET FLUSH IN
 BV0657'THE N EDGE OF THE SIDEWALK LEADING FROM COLLEGE HALL TO THE
 BV0657'SCIENCE BUILDING. IT IS A STANDARD DISK, STAMPED HATTIESBURG NO 3
 BV0657'1935.
 BV0657'
 BV0657'BENCH MARK E 12 1934 IS 165.55 FT. N OF THE STATION, SET VERTICALLY
 BV0657'IN THE S WALL OF THE ADMINISTRATION BUILDING, AND 7 FT. W OF THE W
 BV0657'SIDE OF THE S ENTRANCE. IT IS A STANDARD BENCH-MARK DISK, STAMPED E
 BV0657'12 1934.
 BV0657'
 BV0657'THE AZIMUTH MARK IS 0.3 MI. SE OF THE STATION, 27.5 FT. N OF THE
 BV0657'CENTERLINE OF HARDY STREET, 12 FT. N-NW OF A POWER POLE WITH A
 BV0657'STREET LIGHT, 39 FT. E OF THE PROJECTED TANGENT OF THE E SIDE OF THE
 BV0657'STANDARD FILLING STATION ACROSS THE STREET, 27 FT. W OF THE
 BV0657'PROJECTED CENTERLINE OF A STREET LEADING S, AND 14 FT. S OF THE S
 BV0657'EDGE OF A SIDEWALK. IT IS A STANDARD DISK, STAMPED HATTIESBURG
 BV0657'1946 AND PROJECTING 4 IN.
 BV0657'
 BV0657'TO REACH THE STATION FROM THE POST OFFICE IN HATTIESBURG, GO S ON U.
 BV0657'S. HIGHWAY 11 FOR 0.2 MI. TO THE THIRD STOPLIGHT, TURN RIGHT (W) ON
 BV0657'HARDY STREET AND GO 2.2 MI. TO THE INTERSECTION WITH U.S. HIGHWAY
 BV0657'49, CROSS U.S. HIGHWAY 49 AND GO 0.05 MI. TO THE AZIMUTH MARK ON
 BV0657'THE RIGHT, CONTINUE FOR 0.2 MI. TO THE S ENTRANCE OF THE
 BV0657'MISSISSIPPI SOUTHERN COLLEGE ON THE RIGHT, TURN RIGHT AND GO
 BV0657'0.1 MI. TO THE ADMINISTRATION BUILDING AND THE STATION ON THE
 BV0657'LEFT.
 BV0657
 BV0657                          STATION RECOVERY (1958)
 BV0657
 BV0657'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1958
 BV0657'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 2 AND 3 WERE FOUND IN
 BV0657'GOOD CONDITION.
 BV0657'
 BV0657'BENCH MARK E-12 WAS FOUND IN GOOD CONDITION.
 BV0657
 BV0657                          STATION RECOVERY (1962)
 BV0657
 BV0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 BV0657'THE STATION WAS VISITED 7-12-62 AND ALL MARKS WERE FOUND IN GOOD
 BV0657'CONDITION. THE AZIMUTH MARK WAS RESET AT THIS DATE DUE TO THE
 BV0657'CONSTRUCTION ON STATE HIGHWAY 98 (HARDY STREET) A NEW DESCRIPTION
 BV0657'FOLLOWS--
 BV0657'
 BV0657'THE STATION IS LOCATED 2.2 MILES WEST OF HATTIESBURG, AT THE SOUTHERN
 BV0657'EDGE OF THE MISSISSIPPI SOUTHERN UNIVERSITY CAMPUS, AND IN ABOUT THE
 BV0657'CENTER OF THE SQUARE FORMED BY SIDEWALKS IN THE FRONT LAWN OF THE
 BV0657'ADMINISTRATION BUILDING. IT IS 150 FEET SOUTH OF THE FIRST STEP TO
 BV0657'THE FRONT ENTRANCE OF THE ADMINISTRATION BUILDING, 148 FEET WEST
 BV0657'OF THE FIRST STEP OF THE WEST ENTRANCE TO THE SCIENCE BUILDING,
 BV0657'201 FEET NORTH OF THE FLAG POLE 3 FEET SOUTHEAST OF THE SUNDIAL
 BV0657'ERECTED BY THE CLASS OF 1950, 27.5 FEET SOUTH OF THE SOUTH EDGE
 BV0657'OF THE SIDEWALK LEADING FROM COLLEGE HALL TO THE SCIENCE
 BV0657'BUILDING, 17 FEET WEST OF WEST EDGE OF THE SIDEWALK LEADING SOUTH
 BV0657'FROM THE ADMINISTRATION BUILDING. 21.5 FEET EAST OF THE
 BV0657'EAST EDGE OF THE SIDEWALK, 21.5 FEET NORTH OF THE NORTH EDGE
 BV0657'OF A SIDEWALK, 64 FEET NORTH OF AN EAST-WEST STREET. IT IS A
 BV0657'STANDARD DISK, STAMPED HATTIESBURG 1935, SET IN THE TOP OF
 BV0657'A CONCRETE POST, PROJECTING 6 INCHES.
 BV0657'
 BV0657'REFERENCE MARK NO. 2 IS 90.85 FEET SOUTH OF THE STATION, 110 FEET
 BV0657'NORTH OF THE FLAG POLE, 24 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 BV0657'STREET. IT IS A STANDARD DISK, STAMPED HATTIESBURG NO 2 1935 SET IN
 BV0657'A DRILL HOLE, FLUSH WITH THE SIDEWALK.
 BV0657'
 BV0657'REFERENCE MARK NO. 3 IS 82.49 FEET WEST OF THE STATION, 42 FEET EAST
 BV0657'OF THE CENTER OF THE NORTH-SOUTH STREET IN FRONT OF COLLEGE HALL, 65
 BV0657'FEET EAST OF THE BOTTOM STEP OF THE EAST ENTRANCE TO COLLEGE HALL.
 BV0657'IT IS A STANDARD DISK, STAMPED HATTIESBURG NO 3 1935, SET IN A DRILL
 BV0657'HOLE FLUSH WITH THE SIDEWALK.
 BV0657'
 BV0657'BENCH MARK E 12 1934 IS 165.55 FEET NORTH OF THE STATION, SET
 BV0657'VERTICALLY IN THE SOUTH WALL OF THE ADMINISTRATION BUILDING, 7 FEET
 BV0657'WEST OF THE WEST SIDE OF THE SOUTH ENTRANCE. IT IS A STANDARD BENCH
 BV0657'MARK DISK, STAMPED E 12 1934.
 BV0657'
 BV0657'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION IN THE RIGHT
 BV0657'FORK OF A SIDEWALK LEADING NORTHWEST FROM HARDY STREET TO THE
 BV0657'ADMINISTRATION BUILDING (THE SIDEWALK IS LINED ON BOTH SIDES WITH
 BV0657'MIMOSA TREES.  IT IS 93 FEET NORTH OF THE CENTERLINE OF HARDY
 BV0657'STREET, 140 FEET WEST OF THE WEST END OF A BRIDGE IN THE LAGOON IN
 BV0657'THE PARK, 19 FEET NORTH OF AN 8-INCH DRAIN PIPE UNDER THE SIDEWALK,
 BV0657'18.5 FEET EAST OF A 12-INCH PINE TREE, 1 FOOT EAST OF THE EAST
 BV0657'EDGE OF THE SIDEWALK AND NORTH AND ACROSS HARDY STREET FROM THE
 BV0657'CITIZENS BANK BUILDING (UNIVERSITY BRANCH). IT IS A STANDARD
 BV0657'DISK STAMPED HATTIESBURG 1946 RESET 1962.
 BV0657'
 BV0657'TO REACH THE STATION FROM THE POST OFFICE AT HATTIESBURG, GO SOUTH
 BV0657'ON U.S. HIGHWAY 11 FOR 0.2 MILE TO HARDY STREET, TURN RIGHT AND GO
 BV0657'WEST ON HARDY STREET FOR 2.2 MILES TO ITS INTERSECTION WITH U.S.
 BV0657'HIGHWAY 49, CROSS HIGHWAY 49 AND GO WEST FOR 0.15 MILE TO THE
 BV0657'AZIMUTH MARK ON THE RIGHT, CONTINUE 0.15 MILE TO THE ENTRANCE TO THE
 BV0657'COLLEGE, TURN RIGHT AND GO TO THE FIRST CROSS STREET AND THE MARK ON
 BV0657'THE LEFT.
 BV0657
 BV0657                          STATION RECOVERY (1965)
 BV0657
 BV0657'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV0657'THE STATION WAS VISITED 11-24-65 AND ALL MARKS WERE FOUND IN GOOD
 BV0657'CONDITION.
 BV0657'
 BV0657'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV0657'ENTRANCE TO THE U.S. POST OFFICE ON PINE STREET IN HATTIESBURG. GO
 BV0657'SOUTH 0.2 MILE TO THE INTERSECTION OF HARDY STREET. TURN RIGHT AND
 BV0657'GO 2.15 MILES TO THE INTERSECTION OF HIGHWAY 49. CONTINUE FOR .15
 BV0657'MILES TO THE AZIMUTH ON THE RIGHT. CONTINUE FOR .15 MILE TO EAST
 BV0657'MEMORIAL AVENUE ON THE RIGHT. TURN RIGHT AND GO 0.1 MILES TO THE
 BV0657'MARK ON THE LEFT.
 BV0657'
 BV0657'IT IS 201 FEET NORTH OF FLAG POLE, 150 FEET SOUTH OF FIRST STEP TO
 BV0657'THE ENTRANCE TO THE ADMINISTRATION BUILDING, 148 FEET WEST OF THE
 BV0657'FIRST STEP OF THE WEST ENTRANCE TO THE SCIENCE BUILDING, 27.6 FEET
 BV0657'SOUTH OF THE SOUTH EDGE OF THE WALK LEADING FROM COLLEGE HALL TO
 BV0657'THE SCIENCE BUILDING, 2.8 FEET SOUTH OF THE DIAL.
 BV0657'
 BV0657'R.M. 2 IS 110 FEET NORTH OF THE FLAG POLE, 24 FEET SOUTH OF THE
 BV0657'CENTER OF THE WEST-EAST STREET, 18.5 FEET EAST OF A 12-INCH PINE,
 BV0657'43.50 FEET SOUTH OF A LAMP, 1 FOOT EAST OF THE END OF THE SIDEWALK,
 BV0657'IS STAMPED HATTIESBURG NO. 2 (1935) AND FLUSH WITH THE SIDEWALK.
 BV0657'
 BV0657'R.M. 3 IS 42 FEET EAST OF A NORTH-SOUTH STREET, 30.05 FEET SOUTHEAST
 BV0657'OF A 36 INCH OAK, 21 FEET EAST OF A CURB AT THE END OF THE SIDEWALK,
 BV0657'IS STAMPED HATTIESBURG NO. 3 (1933) AND FLUSH WITH THE SIDEWALK.
 BV0657'
 BV0657'AZIMUTH MARK IS 93 FEET NORTH OF THE CENTER OF HARDY STREET AND IS
 BV0657'STAMPED HATTIESBURG (1946) RESET 1962 AND FLUSH WITH THE SIDEWALK.
 BV0657
 BV0657                          STATION RECOVERY (1969)
 BV0657
 BV0657'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV0657'THE STATION WAS VISITED 2-20-69 AND THE STATION MARK, REFERENCE MARK,
 BV0657'NO. 2, NO. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BV0657'
 BV0657'THE STATION IS LOCATED 2.5 MILES WEST OF HATTIESBURG NEAR THE CENTER
 BV0657'OF A SQUARE FORMED BY WALKS JUST SOUTH OF THE ADMINISTRATION
 BV0657'BUILDING FOR THE UNIVERSITY OF SOUTHERN MISSISSIPPI, 0.4 MILE WEST
 BV0657'OF U.S.  HIGHWAY 49 NEAR THE CENTER OF THE EAST SIDE OF SECTION
 BV0657'7, T 4N, R 13W. IT IS 150.5 FEET SOUTH OF THE FIRST STEP OF THE
 BV0657'ADMINISTRATION BUILDING, 201 FEET NORTH OF THE FLAG POLE, 63 FEET
 BV0657'NORTH OF THE CENTER OF SOUTHERN DRIVE, 109.5 FEET WEST OF THE
 BV0657'CENTER OF E.  MEMORIAL AVENUE, 114.5 FEET EAST OF THE CENTER
 BV0657'OF W. MEMORIAL AVENUE, 27.5 FEET SOUTH OF THE SOUTH EDGE OF A WALK,
 BV0657'17 FEET WEST OF THE WEST EDGE OF A WALK, 21 FEET EAST OF THE EAST
 BV0657'EDGE OF A WALK, 21 FEET NORTH OF THE NORTH EDGE OF A WALK AND
 BV0657'2.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A SUNDIAL ERECTED BY THE
 BV0657'CLASS OF 1950. (NOTE) THE AZIMUTH IS VISIBLE FROM THE STATION.
 BV0657'
 BV0657'IT IS A STANDARD TRIANGULATION DISK, STAMPED HATTIESBURG 1935
 BV0657'PROJECTING 6 INCHES.
 BV0657'
 BV0657'REFERENCE MARK NO. 2 IS 90.85 FEET SOUTH SOUTHWEST OF THE STATION.
 BV0657'IT IS 24 FEET SOUTH OF THE CENTER OF SOUTHERN DRIVE, 93 FEET EAST
 BV0657'OF THE CENTER OF W. MEMORIAL AVENUE, 116 FEET NORTHWEST OF THE FLAG
 BV0657'POLE, 92 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SUNDIAL, 4.7
 BV0657'FEET WEST OF THE EAST EDGE OF THE WEST WALK LEADING TO THE
 BV0657'ADMINISTRATION BUILDING, SET IN A DRILLED HOLE IN THE WEST EDGE
 BV0657'OF A WALK ABOUT LEVEL WITH THE STREET. IT IS A STANDARD DISK,
 BV0657'STAMPED HATTIESBURG NO 2 1935.
 BV0657'
 BV0657'REFERENCE MARK NO. 3 IS 82.49 FEET WEST NORTHWEST OF THE STATION. IT
 BV0657'IS 67 FEET EAST OF THE BOTTOM STEP OF COLLEGE HALL, 37 FEET EAST OF
 BV0657'THE CENTER OF W. MEMORIAL AVENUE, 95 FEET NORTH OF THE CENTER OF
 BV0657'SOUTHERN DRIVE, 30 FEET SOUTHEAST OF A 30 INCH OAK, 35 FEET
 BV0657'NORTHEAST OF A 30 INCH OAK, 78 FEET NORTHWEST OF THE NORTHWEST
 BV0657'CORNER OF A SUNDIAL, 4.5 FEET NORTH OF THE SOUTH EDGE OF AN
 BV0657'EAST-WEST WALK SET IN A DRILLED HOLE IN A WALK ABOUT 1 FOOT BELOW
 BV0657'THE LEVEL OF THE STREET. IT IS A STANDARD REFERENCE MARK DISK
 BV0657'STAMPED HATTIESBURG NO 3 1935.
 BV0657'
 BV0657'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 129.56 FEET.
 BV0657'
 BV0657'BENCH MARK E 12 IS 165.55 FEET NORTH OF THE STATION, 10 FEET WEST OF
 BV0657'THE CENTER OF THE SOUTH ENTRANCE TO THE ADMINISTRATION BUILDING, 11
 BV0657'FEET NORTH OF THE EDGE OF THE TOP STEP, 7 FEET EAST OF THE
 BV0657'SOUTHWEST CORNER OF THE SOUTH WING OF THE BUILDING, SET VERTICALLY
 BV0657'IN A DRILLED HOLE IN THE FACE OF THE SOUTH WALL OF THE
 BV0657'ADMINISTRATION BUILDING AND IS ABOUT 2.4 FEET ABOVE THE PORCH.
 BV0657'IT IS A STANDARD BENCH MARK DISK, STAMPED E 11 1934, 227.214.
 BV0657'
 BV0657'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION. IT IS 69.5
 BV0657'FEET NORTH OF THE CENTER OF THE NORTH LANE OF HARDY STREET, 43.5
 BV0657'FEET SOUTH SOUTHEAST OF A LAMP, 41.5 FEET NORTH OF A BRACE POLE, 12
 BV0657'FEET NORTH OF THE CENTER OF THE FORKS OF WALKS, 3.7 FEET WEST OF
 BV0657'THE EAST EDGE OF A WALK, SET IN A DRILLED HOLE NEAR THE WEST EDGE
 BV0657'OF A WALK AND IS ABOUT LEVEL WITH THE STREET. IT IS A STANDARD
 BV0657'AZIMUTH MARK DISK, STAMPED HATTIESBURG 1946 RESET 1962.
 BV0657'
 BV0657'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 49 AND
 BV0657'98 AT THE WEST EDGE OF HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV0657'HIGHWAY 98) FOR 0.1 MILE TO 28TH AVENUE ON THE LEFT AND THE AZIMUTH
 BV0657'MARK ON THE RIGHT. TO REACH THE STATION CONTINUE WEST ON HARDY
 BV0657'STREET FOR 0.1 MILE TO THE SOUTH ENTRANCE TO THE UNIVERSITY OF
 BV0657'SOUTHERN MISSISSIPPI. TURN RIGHT (NORTH) AND CONTINUE ON
 BV0657'MEMORIAL DRIVE FOR 0.1 MILE TO THE MARK ON THE LEFT.
 BV0657
 BV0657                          STATION RECOVERY (1969)
 BV0657
 BV0657'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0657'2.5 MI W FROM HATTIESBURG.
 BV0657'THE MARK IS LOCATED 2.5 MILES WEST OF HATTIESBURG NEAR THE CENTER OF A
 BV0657'SQUARE FORMED BY WALKS JUST SOUTH OF THE ADMINISTRATION BUILDING FOR
 BV0657'THE UNIVERSITY OF SOUTHERN MISSISSIPPI, 0.2 MILE WEST OF U.S. HIGHWAY
 BV0657'49 NEAR THE CENTER OF THE EAST SIDE OF SECTION 7, T 4N, R 13W. IT IS
 BV0657'150.5 FEET SOUTH OF THE FIRST STOP OF THE ADMINISTRATION BUILDING, 63
 BV0657'FEET NORTH OF THE CENTER OF SOUTHERN DRIVE, 201 FEET NORTH OF A FLAG
 BV0657'POLE, 109.5 FEET WEST OF THE CENTER OF E. MEMORIAL AVENUE, 114.5 FEET
 BV0657'EAST OF THE CENTER OF W. MEMORIAL DRIVE, 27.5 FEET SOUTH OF THE SOUTH
 BV0657'EDGE OF A WALK, 17 FEET WEST OF THE WEST EDGE OF A WALK, 21 FEET EAST
 BV0657'OF THE EAST EDGE OF A WALK, 21 FEET NORTH OF THE NORTH EDGE OF A WALK,
 BV0657'2.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SUNDIAL ERECTED BY THE
 BV0657'CLASS OF 1954, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST ABOUT
 BV0657'LEVEL WITH THE STREETS AND PROJECTS 6 INCHES. TO REACH FROM THE
 BV0657'INTERSECTION OF U.S. HIGHWAYS 49 AND 98 (HARDY STREET) AT THE WEST
 BV0657'EDGE OF HATTIESBURG GO WEST ON HARDY STREET FOR 0.2 MILE TO THE SOUTH
 BV0657'ENTRANCE TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI. TURN RIGHT (NORTH)
 BV0657'AND CONTINUE ON EAST MEMORIAL DRIVE FOR 0.1 MILE TO THE ADMINISTRATION
 BV0657'BUILDING AND THE MARK ON THE LEFT.
 BV0657
 BV0657                          STATION RECOVERY (1976)
 BV0657
 BV0657'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 BV0657'THE STATION WAS VISITED 10-28-76 AND THE STATION MARK, RM NO 2,
 BV0657'RM NO 3, BENCH MARK E 12 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BV0657'CONDITION.
 BV0657'
 BV0657'THE STATION IS LOCATED 2.5 MILES WEST OF THE CENTER OF HATTIESBURG
 BV0657'NEAR THE SOUTHEAST ONE OF FOUR CONCRETE BENCHES SURROUNDING A
 BV0657'SUNDIAL ERECTED BY THE CLASS OF 1950 ABOUT 165 FEET SOUTH OF THE
 BV0657'ADMINISTRATION BUILDING AT THE UNIVERSITY OF SOUTHERN MISSISSIPPI,
 BV0657'0.2 MILE WEST OF U.S. HIGHWAY 49, 0.1 MILE NORTH OF U.S. HIGHWAY
 BV0657'98 NEAR THE CENTER OF THE EAST SIDE OF SECTION 7, T 4N, R 13W.  IT
 BV0657'IS 150.5 FEET SOUTH OF THE FIRST STEP OF THE ADMINISTRATION
 BV0657'BUILDING, 114.5 FEET EAST OF THE CENTER OF WEST MEMORIAL DRIVE,
 BV0657'109.5 FEET WEST OF THE CENTER OF EAST MEMORIAL DRIVE, 44.5 FEET
 BV0657'SOUTH OF THE SOUTH WALL OF THE WATER FOUNTAIN, 25 FEET SOUTH OF
 BV0657'THE SOUTH EDGE OF A WALK, 22 FEET NORTH OF THE NORTH EDGE OF A
 BV0657'WALK, 20 FEET EAST OF THE EAST EDGE OF A WALK, 16.5 FEET WEST OF
 BV0657'THE WEST EDGE OF A WALK, 6 FEET NORTHWEST OF THE SOUTHEAST CORNER
 BV0657'OF AN APRON, 2.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BV0657'SUNDIAL ABOUT LEVEL WITH THE STREETS AND PROJECTS 6 INCHES.
 BV0657'IT IS A TRIANGULATION DISK, STAMPED HATTIESBURG 1935.
 BV0657'
 BV0657'REFERENCE MARK NO 2 IS 90.85 FEET SOUTH-SOUTHWEST OF THE
 BV0657'STATION.  IT IS 113 FEET NORTHWEST OF THE CENTER ONE OF THREE FLAG
 BV0657'POLES, 93 FEET EAST OF THE CENTER OF WEST MEMORIAL AVENUE, 92 FEET
 BV0657'SOUTHWEST OF THE SOUTHWEST CORNER OF A SUNDIAL, 24 FEET SOUTH OF
 BV0657'THE CENTER OF SOUTHERN DRIVE, 4.7 FEET WEST OF THE EAST EDGE OF
 BV0657'THE WEST WALK LEADING TO THE ADMINISTRATIVE BUILDING, SET IN A
 BV0657'DRILL HOLE IN THE WEST EDGE OF A WALK AND IS ABOUT LEVEL WITH
 BV0657'THE STREET.
 BV0657'
 BV0657'IT IS REFERENCE MARK DISK, STAMPED HATTIESBURG NO 2 1935.
 BV0657'
 BV0657'REFERENCE MARK NO 3 IS 82.49 FEET WEST-NORTHWEST OF THE
 BV0657'STATION.  IT IS 78 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BV0657'SUNDIAL, 67 FEET EAST OF THE BOTTOM STEP OF COLLEGE HALL, 95 FEET
 BV0657'NORTH OF THE CENTER OF SOUTHERN DRIVE, 37 FEET EAST OF THE CENTER
 BV0657'OF WEST MEMORIAL AVENUE, 35 FEET NORTHEAST OF A 20 INCH OAK, 30
 BV0657'FEET SOUTHEAST OF A 30 INCH OAK, 7 FEET NORTH OF THE SOUTH EDGE OF
 BV0657'A WALK, 65 FEET WEST OF THE SOUTHWEST CORNER OF A WATER
 BV0657'FOUNTAIN SET IN A DRILL HOLE IN A WALK 5 INCHES BELOW THE WALK
 BV0657'ACCESSABLE THROUGH A WATER VALVE COVER.  IT IS A REFERENCE MARK
 BV0657'DISK, STAMPED HATTIESBURG NO 1 1935.
 BV0657'
 BV0657'BENCH MARK E 12 IS 165.55 FEET NORTH OF THE STATION, 56 FEET
 BV0657'NORTH OF THE NORTHWEST CORNER OF A WATER FOUNTAIN, 11 FEET NORTH
 BV0657'OF THE EDGE OF THE TOP STEP TO THE BUILDING, 10 FEET WEST OF THE
 BV0657'CENTER OF THE SOUTH ENTRANCE TO THE BUILDING, 7 FEET EAST OF THE
 BV0657'SOUTHWEST CORNER OF THE SOUTH WING OF THE BUILDING SET VERTICALLY
 BV0657'IN A DRILL HOLE IN THE PORCH.  IT IS A BENCH MARK DISK, STAMPED
 BV0657'E 12 1934 227.214.
 BV0657'
 BV0657'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION.  IT IS
 BV0657'69.5 FEET NORTH OF THE CENTER OF THE NORTH LANE OF HARDY STREET
 BV0657'(U.S. HIGHWAY 98) 43.5 FEET SOUTH-SOUTHEAST OF A LAMP, 41.5 FEET
 BV0657'NORTH OF A BRACE POLE, 12 FEET NORTH OF THE CENTER OF THE FORK OF
 BV0657'WALKS, 3.7 FEET WEST OF THE WEST EDGE OF A WALK SET IN A DRILL
 BV0657'HOLE NEAR THE WEST EDGE OF A WALK AND IS ABOUT LEVEL WITH THE
 BV0657'STREET.  IT IS AN AZIMUTH MARK DISK, STAMPED HATTIESBURG 1946 RESET
 BV0657'1962.
 BV0657'
 BV0657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV0657'2.5 MILES WEST.
 BV0657
 BV0657                          STATION RECOVERY (1987)
 BV0657
 BV0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 BV0657'STATION IS AT THE UNIVERSITY OF SOUTHERN MISSISSIPPI AND IS 2.4 MI
 BV0657'(3.9 KM) WEST OF THE FORREST COUNTY COURTHOUSE IN HATTIESBURG,
 BV0657'MISSISSIPPI.  TO ACCESS FROM INTERCHANGE 65 OF INTERSTATE ROUTE 59/US
 BV0657'ROUTE 98, GO EAST ON HARDY STREET.  FROM CROSSOVER, GO 1.2 MI (1.9 KM)
 BV0657'AND TURN NORTH, LEFT, ONTO EAST MEMORIAL DRIVE (AT 29TH AVENUE) .  GO
 BV0657'0.09 MI (0.14 KM) TO INFORMATION CENTER BOOTH.  STATION IS 34.5 M
 BV0657'(113.2 FT) WEST OF BOOTH IN A SQUARE FORMED BY SIDEWALKS SOUTH OF THE
 BV0657'ADMINISTRATION BUILDING.  STATION IS 45.9 M (150.6 FT) SOUTH OF BOTTOM
 BV0657'STEP OF ADMINISTRATION BUILDING, 19.2 M (63.0 FT) NORTH OF CENTER OF
 BV0657'SOUTHERN DRIVE, 61.2 M (200.8 FT) NORTH OF A FLAGPOLE, 34.9 M (114.5
 BV0657'FT) EAST OF WEST MEMORIAL DRIVE (CENTER) , 8.4 M (27.6 FT) SOUTH OF
 BV0657'SOUTH EDGE OF A SIDEWALK, 0.8 M (2.6 FT) SOUTH OF SOUTHEAST CORNER OF
 BV0657'A SUNDIAL ERECTED BY CLASS OF 1950, SET INTO A 12 INCH ROUND CONCRETE
 BV0657'POST PROJECTING ABOUT 3 INCHES.  DISK IS 17 MM OR 0.67 INCHES BELOW
 BV0657'TOP OF CONCRETE POST.  ELEVATION ABOVE IS THAT OF DISK.  STATION IS
 BV0657'25.4 M (83.3 FT) ESE OF RM 3, 27.7 M (90.9 FT) NNE OF RM 2, AND ABOUT
 BV0657'48 M (157.5 FT) SOUTH OF BM E 12.
 BV0657
 BV0657                          STATION RECOVERY (2003)
 BV0657
 BV0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV0657'RECOVERED IN GOOD CONDITION.
 BV0657
 BV0657                          STATION RECOVERY (2005)
 BV0657
 BV0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV0657'RECOVERED IN GOOD CONDITION.
 BV0657
 BV0657                          STATION RECOVERY (2007)
 BV0657
 BV0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (KM)
 BV0657'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0659 ***********************************************************************
 BV0659  DESIGNATION -  HATTIESBURG AZ RESET 1962
 BV0659  PID         -  BV0659
 BV0659  STATE/COUNTY-  MS/FORREST
 BV0659  USGS QUAD   -  HATTIESBURG (1982)
 BV0659
 BV0659                         *CURRENT SURVEY CONTROL
 BV0659  ___________________________________________________________________
 BV0659* NAD 83(1986)-  31 19 30.     (N)    089 19 51.     (W)     SCALED    
 BV0659* NAVD 88     -        64.741  (meters)     212.40   (feet)  ADJUSTED  
 BV0659  ___________________________________________________________________
 BV0659  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0659  DYNAMIC HT  -          64.662 (meters)     212.15  (feet)  COMP
 BV0659  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BV0659
 BV0659  VERT ORDER  -  SECOND    CLASS 0
 BV0659
 BV0659.The horizontal coordinates were scaled from a topographic map and have
 BV0659.an estimated accuracy of +/- 6 seconds.
 BV0659
 BV0659.The orthometric height was determined by differential leveling
 BV0659.and adjusted in May 1996.
 BV0659
 BV0659.The geoid height was determined by GEOID03.
 BV0659
 BV0659.The dynamic height is computed by dividing the NAVD 88
 BV0659.geopotential number by the normal gravity value computed on the
 BV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0659.degrees latitude (g = 980.6199 gals.).
 BV0659
 BV0659.The modeled gravity was interpolated from observed gravity values.
 BV0659
 BV0659;                    North         East    Units  Estimated Accuracy
 BV0659;SPC MS E     -   202,420.      252,650.      MT  (+/- 180 meters Scaled)
 BV0659
 BV0659                          SUPERSEDED SURVEY CONTROL
 BV0659
 BV0659  NGVD 29 (??/??/92)   64.759  (m)          212.46   (f) ADJ UNCH    2 2
 BV0659
 BV0659.Superseded values are not recommended for survey control.
 BV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0659.See file dsdata.txt to determine how the superseded data were derived.
 BV0659
 BV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV782679(NAD 83)
 BV0659_MARKER: DZ = AZIMUTH MARK DISK
 BV0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0659_SP_SET: SIDEWALK
 BV0659_STAMPING: HATTIESBURG 1946 RESET 1962
 BV0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0659
 BV0659  HISTORY     - Date     Condition        Report By
 BV0659  HISTORY     - 1962     MONUMENTED       CGS
 BV0659  HISTORY     - 1969     GOOD             MSHD
 BV0659  HISTORY     - 20020209 MARK NOT FOUND   NGS
 BV0659  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV0659
 BV0659                          STATION DESCRIPTION
 BV0659
 BV0659'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0659'2.4 MI W FROM HATTIESBURG.
 BV0659'THE MARK IS LOCATED 2.4 MILES WEST OF THE CENTER OF HATTIESBURG IN THE
 BV0659'EAST EDGE OF A WALK JUST WEST OF A POND ON THE CAMPUS OF THE
 BV0659'UNIVERSITY OF SOUTHERN MISSISSIPPI AND IS NEAR THE CENTER OF THE WEST
 BV0659'SIDE OF SECTION 8, T 4N, R 13W.  IT IS 69.5 FEET NORTH OF THE CENTER
 BV0659'OF THE NORTH LANE OF HARDY STREET, 43.5 FEET SOUTH SOUTHEAST OF A
 BV0659'LAMP, 41.5 FEET NORTH OF A BRACE POLE, 12 FEET NORTH OF THE CENTER OF
 BV0659'THE FORK OF WALKS, 3.7 FEET EAST OF THE WEST EDGE OF A WALK, 20.5 FEET
 BV0659'EAST OF THE EXTENDED CENTER OF 28TH AVENUE.  TO REACH FROM THE
 BV0659'INTERSECTION OF U.S. HIGHWAYS 49 AND 98 (HARDY STREET) AT THE WEST
 BV0659'EDGE OF HATTIESBURG GO WEST ON HARDY STREET FOR 0.1 MILE TO 28TH
 BV0659'AVENUE ON THE LEFT AND THE MARK ON THE RIGHT.
 BV0659
 BV0659                          STATION RECOVERY (2002)
 BV0659
 BV0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BV0659'MARK NOT FOUND.
 BV0659
 BV0659                          STATION RECOVERY (2008)
 BV0659
 BV0659'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1924 ***********************************************************************
 BV1924  DESIGNATION -  HATTIESBURG CBL 1050
 BV1924  PID         -  BV1924
 BV1924  STATE/COUNTY-  MS/FORREST
 BV1924  USGS QUAD   -  DIXIE (1982)
 BV1924
 BV1924                         *CURRENT SURVEY CONTROL
 BV1924  ___________________________________________________________________
 BV1924* NAD 83(1986)-  31 14 48.     (N)    089 16 30.     (W)     SCALED    
 BV1924* NAVD 88     -        80.294  (meters)     263.43   (feet)  ADJUSTED  
 BV1924  ___________________________________________________________________
 BV1924  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV1924  DYNAMIC HT  -          80.195 (meters)     263.11  (feet)  COMP
 BV1924  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 BV1924
 BV1924  VERT ORDER  -  SECOND    CLASS II
 BV1924
 BV1924.The horizontal coordinates were scaled from a topographic map and have
 BV1924.an estimated accuracy of +/- 6 seconds.
 BV1924
 BV1924.The orthometric height was determined by differential leveling
 BV1924.and adjusted in May 1996.
 BV1924
 BV1924.The geoid height was determined by GEOID03.
 BV1924
 BV1924.The dynamic height is computed by dividing the NAVD 88
 BV1924.geopotential number by the normal gravity value computed on the
 BV1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1924.degrees latitude (g = 980.6199 gals.).
 BV1924
 BV1924.The modeled gravity was interpolated from observed gravity values.
 BV1924
 BV1924;                    North         East    Units  Estimated Accuracy
 BV1924;SPC MS E     -   193,710.      257,930.      MT  (+/- 180 meters Scaled)
 BV1924
 BV1924                          SUPERSEDED SURVEY CONTROL
 BV1924
 BV1924.No superseded survey control is available for this station.
 BV1924
 BV1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV833591(NAD 83)
 BV1924_MARKER: DQ = CALIBRATION BASE LINE DISK
 BV1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1924_SP_SET: CONCRETE POST
 BV1924_STAMPING: 1050 M 1988
 BV1924_MARK LOGO: NGS   
 BV1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1924+STABILITY: SURFACE MOTION
 BV1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1924+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV1924
 BV1924  HISTORY     - Date     Condition        Report By
 BV1924  HISTORY     - 1988     MONUMENTED       NGS
 BV1924  HISTORY     - 19890413 GOOD             MSHD
 BV1924  HISTORY     - 20000301 GOOD             MSHD
 BV1924
 BV1924                          STATION DESCRIPTION
 BV1924
 BV1924'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1924'MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF HATTIESBURG, ON TH
 BV1924'NORTH SIDE OF THE U.S. HIHHWAY 98 R.O.W. FENCE, AND ON THE SOUTH
 BV1924'SIDE OF A FRONTAGE ROAD, 1.5 MI (2.4 KM) WEST OF THE U.S. HIGHWAY 98
 BV1924'BRIDGE OVER THE I.C.G. RAILROAD TRACK, 0.25 MI (0.40 KM) EAST OF THE
 BV1924'U.S. HIGHWAY 49 BRIDGE OVER U.S. HIGHWAY 98 AND IS IN SECTION 2, T
 BV1924'3N, R 13W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER
 BV1924'U.S.HIGHWAY 98, LOCATED 5.7 MI (9.2 KM) SOUTH OF HATTIESBURG, GO
 BV1924'NORTH ON U.S. HIGHWAY 49 FOR 0.2 MI (0.3 KM) TO A FRONTAGE ROAD ON
 BV1924'THE RIGHT, TURN RIGHT AND GO EAST ON A FRONTAGE ROAD FOR 0.25 MI
 BV1924'(0.40 KM) TO THE MARK ON THE RIGHT.  MARK IS A STANDARD NGS
 BV1924'CALIBRATION BASE LINE DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 BV1924'ABOUT 0.5 FT (0.2 M) BELOW THE FRONTAGE ROAD, FLUSH WITH THE GROUND,
 BV1924'77.5 FT (23.6 M) NORTH OF THE CENTER OF AN EXIT RAMP, 27 FT (8.2 M)
 BV1924'SOUTH OF THE CENTER OF A FRONTAGE ROAD, 3.3 FT (1.0 M) NORTHEAST OF
 BV1924'THE 1050.0030 M (3444.8848 FT) SIGN, 2.8 FT (0.9 M) NORTH OF A WIRE
 BV1924'R.O.W FENCE AND 2.7 FT (0.8 M) NORTH OF A METAL WITNESS POST.
 BV1924
 BV1924                          STATION RECOVERY (2000)
 BV1924
 BV1924'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1924'RECOVERED AS DESCRIBED.  NOT SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1660 ***********************************************************************
 BV1660  DESIGNATION -  HATTIESBURG COMPRESS CO TANK
 BV1660  PID         -  BV1660
 BV1660  STATE/COUNTY-  MS/FORREST
 BV1660  USGS QUAD   -  HATTIESBURG (1982)
 BV1660
 BV1660                         *CURRENT SURVEY CONTROL
 BV1660  ___________________________________________________________________
 BV1660* NAD 83(1993)-  31 20 10.29157(N)    089 17 38.55618(W)     ADJUSTED  
 BV1660* NAVD 88     -              **(meters)            **(feet)            
 BV1660  ___________________________________________________________________
 BV1660  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BV1660  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BV1660  HORZ ORDER  -  THIRD
 BV1660
 BV1660.The horizontal coordinates were established by classical geodetic methods
 BV1660.and adjusted by the National Geodetic Survey in May 1994.
 BV1660
 BV1660
 BV1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1660
 BV1660.The geoid height was determined by GEOID03.
 BV1660
 BV1660;                    North         East     Units Scale Factor Converg.
 BV1660;SPC MS E     -   203,640.952   256,157.320   MT  0.99997370   -0 14 22.6
 BV1660;SPC MS E     -   668,112.02    840,409.47   sFT  0.99997370   -0 14 22.6
 BV1660;UTM  16      - 3,469,134.523   281,741.833   MT  1.00018760   -1 11 36.6
 BV1660
 BV1660                          SUPERSEDED SURVEY CONTROL
 BV1660
 BV1660  NAD 83(1986)-  31 20 10.30632(N)    089 17 38.55563(W) AD(       ) 4
 BV1660  NAD 27      -  31 20 09.69000(N)    089 17 38.32000(W) AD(       ) 3
 BV1660
 BV1660.Superseded values are not recommended for survey control.
 BV1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1660.See file dsdata.txt to determine how the superseded data were derived.
 BV1660
 BV1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8174269135(NAD 83)
 BV1660_MARKER: 53 = ELEVATED TANK
 BV1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1660+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 BV1660
 BV1660  HISTORY     - Date     Condition        Report By
 BV1660  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1660  HISTORY     - 1939     GOOD             CGS
 BV1660  HISTORY     - 1953     GOOD             CGS
 BV1660  HISTORY     - 1956     GOOD             CGS
 BV1660  HISTORY     - 1965     GOOD             MSHD
 BV1660  HISTORY     - 20030722 GOOD             USPSQD
 BV1660  HISTORY     - 20050315 GOOD             USPSQD
 BV1660
 BV1660                          STATION DESCRIPTION
 BV1660
 BV1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1660'STATION IS THE BALL ON TOP OF AN ALUMINUM WATER TANK AT THE
 BV1660'HATTIESBURG COMPRESS COMPANY, AT HATTIESBURG, MISSISSIPPI.
 BV1660'
 BV1660'TANK WAS CUT IN FROM STATIONS WALTERS AND HATTIESBURG.
 BV1660'
 BV1660'AN INTERSECTION STATION.
 BV1660
 BV1660                          STATION RECOVERY (1939)
 BV1660
 BV1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1660'THIS IS THE STEEL WATER TANK ON THE PROPERTY OF THE HATTIESBURG
 BV1660'COMPRESS COMPANY WHICH IS LOCATED IN THE NE PART OF THE TOWN OF
 BV1660'HATTIESBURG. IT IS ABOUT 125 FEET HIGH AND IS PAINTED ALUMINUM
 BV1660'COLOR.
 BV1660'
 BV1660'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATIONS WALTERS
 BV1660'1935, AND HENINGTON.
 BV1660'
 BV1660'AN INTERSECTION STATION.
 BV1660
 BV1660                          STATION RECOVERY (1953)
 BV1660
 BV1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BV1660'STATION WAS RECOVERED AS DESCRIBED.
 BV1660
 BV1660                          STATION RECOVERY (1956)
 BV1660
 BV1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1660'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1660'CONDITION. IT IS LOCATED IN THE N CENTRAL SECTION OF HATTIESBURG,
 BV1660'AT THE WAREHOUSE OF THE HATTIESBURG COMPRESS CO., AND 200 FT. W OF
 BV1660'WEST SEVENTH STREET. IT IS A FOUR-LEGGED STEEL STRUCTURE
 BV1660'SUPPORTING A TANK ON ITS TOP, 125 FT. HIGH.
 BV1660'
 BV1660'THIS IS AN INTERSECTION STATION.
 BV1660
 BV1660                          STATION RECOVERY (1965)
 BV1660
 BV1660'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1660'THE STATION SITE WAS VISITED 11-23-65 AND WAS FOUND IN GOOD
 BV1660'CONDITION.
 BV1660'
 BV1660'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1660'ENTRANCE OF THE FORREST COUNTY COURTHOUSE ON MAIN STREET IN
 BV1660'HATTIESBURG. GO NORTH FOR 0.75 MILES TO THE INTERSECTION OF 7TH
 BV1660'STREET. TURN RIGHT ON EAST 7TH STREET AND GO 0.3 MILES TO THE TANK
 BV1660'ON THE LEFT.
 BV1660'
 BV1660'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP 125
 BV1660'FEET HIGH APPROXIMATELY 100 FEET NORTH OF EAST 7TH STREET.
 BV1660
 BV1660                          STATION RECOVERY (2003)
 BV1660
 BV1660'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1660'THIS SITE IS NOT IN BUSINESS AND HAS DETERIORATED BADLY. THE TANK IS
 BV1660'IN A RUSTY CONDITION.
 BV1660
 BV1660                          STATION RECOVERY (2005)
 BV1660
 BV1660'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DI1694 ***********************************************************************
 DI1694  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1694  DESIGNATION -  HATTIESBURG CORS ARP
 DI1694  CORS_ID     -  MSHT
 DI1694  PID         -  DI1694
 DI1694  STATE/COUNTY-  MS/FORREST
 DI1694  USGS QUAD   -  HATTIESBURG (1982)
 DI1694
 DI1694                         *CURRENT SURVEY CONTROL
 DI1694  ___________________________________________________________________
 DI1694* NAD 83(CORS)-  31 19 39.14028(N)    089 20 10.62729(W)     ADJUSTED  
 DI1694* NAVD 88     -              **(meters)            **(feet)            
 DI1694  ___________________________________________________________________
 DI1694  EPOCH DATE  -        2002.00
 DI1694  X           -      63,169.124 (meters)                     COMP
 DI1694  Y           -  -5,452,889.048 (meters)                     COMP
 DI1694  Z           -   3,297,002.146 (meters)                     COMP
 DI1694  ELLIP HEIGHT-          65.845 (meters)          (09/??/06) ADJUSTED
 DI1694  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DI1694  HORZ ORDER  -  SPECIAL (CORS)
 DI1694  ELLP ORDER  -  SPECIAL (CORS)
 DI1694
 DI1694.ITRF positions are available for this station.
 DI1694.The coordinates were established by GPS observations
 DI1694.and adjusted by the National Geodetic Survey in September 2006.
 DI1694.The coordinates are valid at the epoch date displayed above.
 DI1694.The epoch date for horizontal control is a decimal equivalence
 DI1694.of Year/Month/Day.
 DI1694
 DI1694
 DI1694.The PID for the CORS L1 Phase Center is DI1695.
 DI1694
 DI1694.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1694
 DI1694.The ellipsoidal height was determined by GPS observations
 DI1694.and is referenced to NAD 83.
 DI1694
 DI1694.The geoid height was determined by GEOID03.
 DI1694
 DI1694;                    North         East     Units Scale Factor Converg.
 DI1694;SPC MS E     -   202,699.146   252,133.010   MT  0.99997825   -0 15 41.4
 DI1694;SPC MS E     -   665,022.11    827,206.38   sFT  0.99997825   -0 15 41.4
 DI1694
 DI1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1694!SPC MS E     -   0.99998966  x   0.99997825  =   0.99996791
 DI1694
 DI1694                          SUPERSEDED SURVEY CONTROL
 DI1694
 DI1694.No superseded survey control is available for this station.
 DI1694
 DI1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7770268260(NAD 83)
 DI1694_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1694
 DI1694                          STATION DESCRIPTION
 DI1694
 DI1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1694'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1694'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1694'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1694'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1694'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DI1695 ***********************************************************************
 DI1695  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1695  DESIGNATION -  HATTIESBURG CORS L1 PHASE CENTER
 DI1695  CORS_ID     -  MSHT
 DI1695  PID         -  DI1695
 DI1695  STATE/COUNTY-  MS/FORREST
 DI1695  USGS QUAD   -  HATTIESBURG (1982)
 DI1695
 DI1695                         *CURRENT SURVEY CONTROL
 DI1695  ___________________________________________________________________
 DI1695* NAD 83(CORS)-  31 19 39.14029(N)    089 20 10.62727(W)     ADJUSTED  
 DI1695* NAVD 88     -              **(meters)            **(feet)            
 DI1695  ___________________________________________________________________
 DI1695  EPOCH DATE  -        2002.00
 DI1695  X           -      63,169.125 (meters)                     COMP
 DI1695  Y           -  -5,452,889.109 (meters)                     COMP
 DI1695  Z           -   3,297,002.183 (meters)                     COMP
 DI1695  ELLIP HEIGHT-          65.916 (meters)          (09/??/06) ADJUSTED
 DI1695  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DI1695  HORZ ORDER  -  SPECIAL (CORS)
 DI1695  ELLP ORDER  -  SPECIAL (CORS)
 DI1695
 DI1695.ITRF positions are available for this station.
 DI1695.The coordinates were established by GPS observations
 DI1695.and adjusted by the National Geodetic Survey in September 2006.
 DI1695.The coordinates are valid at the epoch date displayed above.
 DI1695.The epoch date for horizontal control is a decimal equivalence
 DI1695.of Year/Month/Day.
 DI1695
 DI1695
 DI1695.The PID for the CORS ARP is DI1694.
 DI1695
 DI1695.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1695
 DI1695.The ellipsoidal height was determined by GPS observations
 DI1695.and is referenced to NAD 83.
 DI1695
 DI1695.The geoid height was determined by GEOID03.
 DI1695
 DI1695;                    North         East     Units Scale Factor Converg.
 DI1695;SPC MS E     -   202,699.146   252,133.011   MT  0.99997825   -0 15 41.4
 DI1695;SPC MS E     -   665,022.11    827,206.39   sFT  0.99997825   -0 15 41.4
 DI1695
 DI1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1695!SPC MS E     -   0.99998965  x   0.99997825  =   0.99996790
 DI1695
 DI1695                          SUPERSEDED SURVEY CONTROL
 DI1695
 DI1695.No superseded survey control is available for this station.
 DI1695
 DI1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7770268260(NAD 83)
 DI1695_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1695
 DI1695                          STATION DESCRIPTION
 DI1695
 DI1695'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1695'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1695'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1695'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1695'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1695'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1658 ***********************************************************************
 BV1658  DESIGNATION -  HATTIESBURG HERCULES WATER TK
 BV1658  PID         -  BV1658
 BV1658  STATE/COUNTY-  MS/FORREST
 BV1658  USGS QUAD   -  HATTIESBURG (1982)
 BV1658
 BV1658                         *CURRENT SURVEY CONTROL
 BV1658  ___________________________________________________________________
 BV1658* NAD 83(1993)-  31 20 15.95892(N)    089 18 23.05445(W)     ADJUSTED  
 BV1658* NAVD 88     -              **(meters)            **(feet)            
 BV1658  ___________________________________________________________________
 BV1658  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BV1658  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BV1658  HORZ ORDER  -  THIRD
 BV1658
 BV1658.The horizontal coordinates were established by classical geodetic methods
 BV1658.and adjusted by the National Geodetic Survey in May 1994.
 BV1658
 BV1658
 BV1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1658
 BV1658.The geoid height was determined by GEOID03.
 BV1658
 BV1658;                    North         East     Units Scale Factor Converg.
 BV1658;SPC MS E     -   203,820.478   254,981.779   MT  0.99997499   -0 14 45.7
 BV1658;SPC MS E     -   668,701.02    836,552.72   sFT  0.99997499   -0 14 45.7
 BV1658;UTM  16      - 3,469,333.638   280,569.190   MT  1.00019393   -1 11 60.0
 BV1658
 BV1658                          SUPERSEDED SURVEY CONTROL
 BV1658
 BV1658  NAD 83(1986)-  31 20 15.97390(N)    089 18 23.05331(W) AD(       ) 4
 BV1658  NAD 27      -  31 20 15.35000(N)    089 18 22.83100(W) AD(       ) 3
 BV1658
 BV1658.Superseded values are not recommended for survey control.
 BV1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1658.See file dsdata.txt to determine how the superseded data were derived.
 BV1658
 BV1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8056969334(NAD 83)
 BV1658_MARKER: 53 = ELEVATED TANK
 BV1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1658+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 BV1658
 BV1658  HISTORY     - Date     Condition        Report By
 BV1658  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1658  HISTORY     - 1939     GOOD             CGS
 BV1658  HISTORY     - 1956     GOOD             CGS
 BV1658  HISTORY     - 1965     GOOD             MSHD
 BV1658  HISTORY     - 20030722 GOOD             USPSQD
 BV1658  HISTORY     - 20050315 GOOD             USPSQD
 BV1658
 BV1658                          STATION DESCRIPTION
 BV1658
 BV1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1658'STATION IS THE BALL ON TOP OF A GREEN WATER TANK AT THE HERCULES
 BV1658'POWDER COMPANY AT HATTIESBURG, MISSISSIPPI.
 BV1658'
 BV1658'TANK WAS CUT IN FROM STATIONS WALTERS AND HATTIESBURG.
 BV1658'
 BV1658'AN INTERSECTION STATION.
 BV1658
 BV1658                          STATION RECOVERY (1939)
 BV1658
 BV1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1658'THIS IS THE ELEVATED STEEL WATER TANK OF THE HERCULES POWDER COMPANY
 BV1658'WHICH IS LOCATED IN THE W SIDE OF HATTIESBURG. IT IS ABOUT 125 FEET
 BV1658'HIGH AND IS PAINTED ALUMINUM COLOR.
 BV1658'
 BV1658'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATIONS WALTERS
 BV1658'1935, HENINGTON, TISDALE, AND WALTON.
 BV1658
 BV1658                          STATION RECOVERY (1956)
 BV1658
 BV1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1658'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1658'CONDITION. IT IS LOCATED IN THE NW SECTION OF HATTIESBURG, AT THE
 BV1658'HERCULES POWDER CO. PLANT, S OF THE TWO TALL CONCRETE STACKS. IT IS
 BV1658'A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP.
 BV1658'
 BV1658'THIS IS AN INTERSECTION STATION.
 BV1658
 BV1658                          STATION RECOVERY (1965)
 BV1658
 BV1658'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1658'THE STATION WAS VISITED 11-23-65 AND WAS FOUND IN GOOD CONDITION.
 BV1658'
 BV1658'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1658'ENTRANCE OF THE FORREST COUNTY COURTHOUSE ON MAIN STREET IN
 BV1658'HATTIESBURG. GO NORTH FOR 0.75 MILES TO THE INTERSECTION OF WEST
 BV1658'7TH STREET. TURN LEFT AND GO 0.3 MILES TO PROVIDENCE STREET ON THE
 BV1658'RIGHT. TURN RIGHT AND GO 0.15 MILES TO TANK ON THE LEFT. THE TANK
 BV1658'IS APPROXIMATELY 200 FEET WEST OF THE STREET.
 BV1658'
 BV1658'IT IS A FOUR LEGGED STRUCTURE SUPPORTING A TANK ON TOP. IT IS
 BV1658'APPROXIMATELY 125 FEET HIGH.
 BV1658
 BV1658                          STATION RECOVERY (2003)
 BV1658
 BV1658'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1658'THE TANK IS PAINTED WHITE.
 BV1658
 BV1658                          STATION RECOVERY (2005)
 BV1658
 BV1658'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1659 ***********************************************************************
 BV1659  DESIGNATION -  HATTIESBURG HERCULES TALL STK
 BV1659  PID         -  BV1659
 BV1659  STATE/COUNTY-  MS/FORREST
 BV1659  USGS QUAD   -  HATTIESBURG (1982)
 BV1659
 BV1659                         *CURRENT SURVEY CONTROL
 BV1659  ___________________________________________________________________
 BV1659* NAD 83(1993)-  31 20 17.02014(N)    089 18 22.96867(W)     ADJUSTED  
 BV1659* NAVD 88     -              **(meters)            **(feet)            
 BV1659  ___________________________________________________________________
 BV1659  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BV1659  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BV1659  HORZ ORDER  -  THIRD
 BV1659
 BV1659.The horizontal coordinates were established by classical geodetic methods
 BV1659.and adjusted by the National Geodetic Survey in May 1994.
 BV1659
 BV1659
 BV1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1659
 BV1659.The geoid height was determined by GEOID03.
 BV1659
 BV1659;                    North         East     Units Scale Factor Converg.
 BV1659;SPC MS E     -   203,853.151   254,984.187   MT  0.99997498   -0 14 45.7
 BV1659;SPC MS E     -   668,808.21    836,560.62   sFT  0.99997498   -0 14 45.7
 BV1659;UTM  16      - 3,469,366.274   280,572.142   MT  1.00019392   -1 11 60.0
 BV1659
 BV1659                          SUPERSEDED SURVEY CONTROL
 BV1659
 BV1659  NAD 83(1986)-  31 20 17.03491(N)    089 18 22.96812(W) AD(       ) 4
 BV1659  NAD 27      -  31 20 16.41200(N)    089 18 22.74500(W) AD(       ) 3
 BV1659
 BV1659.Superseded values are not recommended for survey control.
 BV1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1659.See file dsdata.txt to determine how the superseded data were derived.
 BV1659
 BV1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8057269366(NAD 83)
 BV1659_MARKER: 63 = STACK
 BV1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1659+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 BV1659
 BV1659  HISTORY     - Date     Condition        Report By
 BV1659  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1659  HISTORY     - 1939     GOOD             CGS
 BV1659  HISTORY     - 1956     GOOD             CGS
 BV1659  HISTORY     - 1965     GOOD             MSHD
 BV1659  HISTORY     - 20030722 GOOD             USPSQD
 BV1659  HISTORY     - 20050315 GOOD             USPSQD
 BV1659
 BV1659                          STATION DESCRIPTION
 BV1659
 BV1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BV1659'STATION IS THE CENTER OF THE MORE NORTHWESTERLY ONE OF TWO STACKS
 BV1659'AT THE HERCULES POWDER COMPANY PLANT AT HATTIESBURG, MISSISSIPPI.
 BV1659'
 BV1659'STACK CUT IN FROM STATIONS WALTERS AND HATTIESBURG.
 BV1659'
 BV1659'AN INTERSECTION STATION.
 BV1659
 BV1659                          STATION RECOVERY (1939)
 BV1659
 BV1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1659'THIS IS THE TALLER OF TWO STACKS AT THE HERCULES POWDER COMPANY
 BV1659'PLANT WHICH IS LOCATED IN THE W SIDE OF HATTIESBURG. IT IS ABOUT 200
 BV1659'FEET HIGH.
 BV1659'
 BV1659'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION STATION
 BV1659'WALTERS 1935, HENINGTON, AND TISDALE.
 BV1659
 BV1659                          STATION RECOVERY (1956)
 BV1659
 BV1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1659'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1659'CONDITION. IT IS LOCATED IN THE NW SECTION OF HATTIESBURG, AT THE
 BV1659'HERCULES POWDER CO. PLANT. IT IS THE NW AND THE TALLER OF TWO
 BV1659'STACKS.
 BV1659'
 BV1659'THIS IS AN INTERSECTION STATION.
 BV1659
 BV1659                          STATION RECOVERY (1965)
 BV1659
 BV1659'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1659'THE STATION WAS VISITED 11-23-65 AND WAS FOUND IN GOOD CONDITION.
 BV1659'
 BV1659'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1659'ENTRANCE OF THE FORREST COUNTY COURTHOUSE IN HATTIESBURG, GO NORTH
 BV1659'ON MAIN STREET FOR 0.75 MILES TO THE INTERSECTION OF WEST 7TH
 BV1659'STREET.  TURN LEFT AND GO 0.3 MILES TO PROVIDENCE STREET ON THE
 BV1659'RIGHT. TURN RIGHT AND GO 0.2 MILES TO THE STACK ON THE LEFT. THE
 BV1659'STACK IS APPROXIMATELY 200 FEET WEST OF PROVIDENCE STREET.
 BV1659'
 BV1659'IT IS THE CENTER OF THE MORE NORTHWESTERLY STACK OF THE TWO STACKS
 BV1659'AT THE HERCULES POWDER COMPANY.
 BV1659
 BV1659                          STATION RECOVERY (2003)
 BV1659
 BV1659'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1659'RECOVERED IN GOOD CONDITION.
 BV1659
 BV1659                          STATION RECOVERY (2005)
 BV1659
 BV1659'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1662 ***********************************************************************
 BV1662  DESIGNATION -  HATTIESBURG MN ST ME CH S CUP
 BV1662  PID         -  BV1662
 BV1662  STATE/COUNTY-  MS/FORREST
 BV1662  USGS QUAD   -  HATTIESBURG (1982)
 BV1662
 BV1662                         *CURRENT SURVEY CONTROL
 BV1662  ___________________________________________________________________
 BV1662* NAD 83(1993)-  31 19 40.66942(N)    089 17 32.51415(W)     ADJUSTED  
 BV1662* NAVD 88     -              **(meters)            **(feet)            
 BV1662  ___________________________________________________________________
 BV1662  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BV1662  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV1662  HORZ ORDER  -  THIRD
 BV1662
 BV1662.The horizontal coordinates were established by classical geodetic methods
 BV1662.and adjusted by the National Geodetic Survey in May 1994.
 BV1662
 BV1662
 BV1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1662
 BV1662.The geoid height was determined by GEOID03.
 BV1662
 BV1662;                    North         East     Units Scale Factor Converg.
 BV1662;SPC MS E     -   202,727.994   256,313.238   MT  0.99997353   -0 14 19.2
 BV1662;SPC MS E     -   665,116.76    840,921.02   sFT  0.99997353   -0 14 19.2
 BV1662;UTM  16      - 3,468,218.901   281,882.562   MT  1.00018684   -1 11 32.5
 BV1662
 BV1662                          SUPERSEDED SURVEY CONTROL
 BV1662
 BV1662  NAD 83(1986)-  31 19 40.68414(N)    089 17 32.51363(W) AD(       ) 4
 BV1662  NAD 27      -  31 19 40.06000(N)    089 17 32.28000(W) AD(       ) 3
 BV1662
 BV1662.Superseded values are not recommended for survey control.
 BV1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1662.See file dsdata.txt to determine how the superseded data were derived.
 BV1662
 BV1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8188368219(NAD 83)
 BV1662_MARKER: 86 = CUPOLA
 BV1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1662+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 BV1662
 BV1662  HISTORY     - Date     Condition        Report By
 BV1662  HISTORY     - 1939     FIRST OBSERVED   CGS
 BV1662  HISTORY     - 1956     GOOD             CGS
 BV1662  HISTORY     - 20030722 GOOD             USPSQD
 BV1662  HISTORY     - 20050315 GOOD             USPSQD
 BV1662
 BV1662                          STATION DESCRIPTION
 BV1662
 BV1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1662'THIS IS THE CUPOLA OF THE MAIN STREET METHODIST EPISCOPAL CHURCH S
 BV1662'IN THE TOWN OF HATTIESBURG. IT IS ABOUT 60 FEET HIGH.
 BV1662'
 BV1662'THE CUPOLA WAS OBSERVED UPON FROM TRIANGULATION STATIONS WALTERS
 BV1662'1935, AND HENINGTON.
 BV1662'
 BV1662'AN INTERSECTION STATION.
 BV1662
 BV1662                          STATION RECOVERY (1956)
 BV1662
 BV1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1662'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1662'CONDITION. THE CHURCH IS LOCATED 0.2 MI. W OF THE CENTER OF
 BV1662'HATTIESBURG, AT THE INTERSECTION OF MAIN STREET AND JACKSON STREET.
 BV1662'IT IS A RED-BRICK CHURCH WITH THE CUPOLA ON THE N END OF THE
 BV1662'CHURCH.
 BV1662'
 BV1662'THIS IS AN INTERSECTION STATION.
 BV1662
 BV1662                          STATION RECOVERY (2003)
 BV1662
 BV1662'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1662'DELETE EPISCOPAL FROM THE CHURCH NAME.
 BV1662
 BV1662                          STATION RECOVERY (2005)
 BV1662
 BV1662'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1114 ***********************************************************************
 BV1114  DESIGNATION -  HATTIESBURG RESET
 BV1114  PID         -  BV1114
 BV1114  STATE/COUNTY-  MS/FORREST
 BV1114  USGS QUAD   -  HATTIESBURG (1982)
 BV1114
 BV1114                         *CURRENT SURVEY CONTROL
 BV1114  ___________________________________________________________________
 BV1114* NAD 83(1986)-  31 19 32.     (N)    089 17 27.     (W)     SCALED    
 BV1114* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 BV1114  ___________________________________________________________________
 BV1114  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BV1114  VERT ORDER  -  THIRD (See Below)
 BV1114
 BV1114.The horizontal coordinates were scaled from a topographic map and have
 BV1114.an estimated accuracy of +/- 6 seconds.
 BV1114
 BV1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1114.The vertical order pertains to the NGVD 29 superseded value.
 BV1114
 BV1114.The geoid height was determined by GEOID03.
 BV1114
 BV1114;                    North         East    Units  Estimated Accuracy
 BV1114;SPC MS E     -   202,460.      256,460.      MT  (+/- 180 meters Scaled)
 BV1114
 BV1114                          SUPERSEDED SURVEY CONTROL
 BV1114
 BV1114  NGVD 29 (08/12/04)   49.41   (m)          162.1    (f) RESET       3  
 BV1114
 BV1114.Superseded values are not recommended for survey control.
 BV1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1114.See file dsdata.txt to determine how the superseded data were derived.
 BV1114
 BV1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV820679(NAD 83)
 BV1114_MARKER: DB = BENCH MARK DISK
 BV1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1114_SP_SET: CURB
 BV1114_STAMPING: HATTIESBURG RESET 1981
 BV1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1114+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BV1114
 BV1114  HISTORY     - Date     Condition        Report By
 BV1114  HISTORY     - 1981     MONUMENTED       NGS
 BV1114  HISTORY     - 20030718 GOOD             USPSQD
 BV1114  HISTORY     - 20050312 GOOD             USPSQD
 BV1114
 BV1114                          STATION DESCRIPTION
 BV1114
 BV1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BV1114'IN HATTIESBURG.
 BV1114'AT THE NORTHEAST ENTRANCE TO THE CITY HALL BUILDING, 23.3 METERS
 BV1114'(76.5 FT) NORTHWEST OF CENTER OF FRONT STREET, 5.8 METERS (19.0 FT)
 BV1114'SOUTHWEST OF THE CENTER OF FORREST STREET, AND 4.9 METERS (16.0 FT)
 BV1114'NORTHEAST OF THE BOTTOM  STEP OF ENTRANCE TO CITY HALL AND IN THE
 BV1114'SOUTHWEST CURB OF FORREST STREET.
 BV1114'THE MARK IS 0.5 FT ABOVE STREET.
 BV1114
 BV1114                          STATION RECOVERY (2003)
 BV1114
 BV1114'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1114'RECOVERED IN GOOD CONDITION.
 BV1114
 BV1114                          STATION RECOVERY (2005)
 BV1114
 BV1114'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0658 ***********************************************************************
 BV0658  DESIGNATION -  HATTIESBURG RM 2
 BV0658  PID         -  BV0658
 BV0658  STATE/COUNTY-  MS/FORREST
 BV0658  USGS QUAD   -  HATTIESBURG (1982)
 BV0658
 BV0658                         *CURRENT SURVEY CONTROL
 BV0658  ___________________________________________________________________
 BV0658* NAD 83(1986)-  31 19 33.     (N)    089 19 57.     (W)     SCALED    
 BV0658* NAVD 88     -        67.840  (meters)     222.57   (feet)  ADJUSTED  
 BV0658  ___________________________________________________________________
 BV0658  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0658  DYNAMIC HT  -          67.757 (meters)     222.30  (feet)  COMP
 BV0658  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BV0658
 BV0658  VERT ORDER  -  SECOND    CLASS 0
 BV0658
 BV0658.The horizontal coordinates were scaled from a topographic map and have
 BV0658.an estimated accuracy of +/- 6 seconds.
 BV0658
 BV0658.The orthometric height was determined by differential leveling
 BV0658.and adjusted in May 1996.
 BV0658
 BV0658.The geoid height was determined by GEOID03.
 BV0658
 BV0658.The dynamic height is computed by dividing the NAVD 88
 BV0658.geopotential number by the normal gravity value computed on the
 BV0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0658.degrees latitude (g = 980.6199 gals.).
 BV0658
 BV0658.The modeled gravity was interpolated from observed gravity values.
 BV0658
 BV0658;                    North         East    Units  Estimated Accuracy
 BV0658;SPC MS E     -   202,510.      252,490.      MT  (+/- 180 meters Scaled)
 BV0658
 BV0658                          SUPERSEDED SURVEY CONTROL
 BV0658
 BV0658  NGVD 29 (??/??/92)   67.858  (m)          222.63   (f) ADJ UNCH    2 2
 BV0658
 BV0658.Superseded values are not recommended for survey control.
 BV0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0658.See file dsdata.txt to determine how the superseded data were derived.
 BV0658
 BV0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV780680(NAD 83)
 BV0658_MARKER: DR = REFERENCE MARK DISK
 BV0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0658_SP_SET: SIDEWALK
 BV0658_STAMPING: HATTIESBURG NO 2 1935
 BV0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0658+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV0658
 BV0658  HISTORY     - Date     Condition        Report By
 BV0658  HISTORY     - 1935     MONUMENTED       CGS
 BV0658  HISTORY     - 1969     GOOD             MSHD
 BV0658  HISTORY     - 1976     GOOD             MSHD
 BV0658  HISTORY     - 20020209 GOOD             NGS
 BV0658  HISTORY     - 20030718 GOOD             USPSQD
 BV0658  HISTORY     - 20050312 GOOD             USPSQD
 BV0658  HISTORY     - 20080201 GOOD             MSDOT
 BV0658
 BV0658                          STATION DESCRIPTION
 BV0658
 BV0658'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0658'2.5 MI W FROM HATTIESBURG.
 BV0658'THE MARK IS LOCATED 2.5 MILES WEST OF THE CENTER OF HATTIESBURG IN THE
 BV0658'WEST EDGE OF THE WEST WALK LEADING TO THE UNIVERSITY OF SOUTHERN
 BV0658'MISSISSIPPI ADMINISTRATION BUILDING JUST NORTH OF THE FLAG POLE AND IS
 BV0658'NEAR THE CENTER OF THE EAST SIDE OF SECTION 7, T 4N, R 13W.  IT IS
 BV0658'90.85 FEET SOUTH SOUTHWEST OF THE STATION, 24 FEET SOUTH OF THE CENTER
 BV0658'OF SOUTHERN DRIVE, 93 FEET EAST OF THE CENTER OF WEST MEMORIAL AVENUE,
 BV0658'116 FEET NORTHWEST OF THE FLAG POLE, 92 FEET SOUTHWEST OF THE
 BV0658'SOUTHWEST CORNER OF A SUNDIAL ERECTED BY THE CLASS OF 1950, 4.7 FEET
 BV0658'WEST OF THE EAST EDGE OF A WALK, SET IN A DRILLED HOLE IN THE WEST
 BV0658'EDGE OF THE WEST WALK LEADING TO THE ADMINISTRATION BUILDING AND IS
 BV0658'ABOUT LEVEL WITH THE STREET.  TO REACH FROM THE INTERSECTION OF U.S.
 BV0658'HIGHWAY 49 AND 98 (HARDY STREET) AT THE WEST EDGE OF HATTIESBURG GO
 BV0658'WEST ON HARDY STREET FOR 0.2 MILE TO THE SOUTH ENTRANCE TO THE
 BV0658'UNIVERSITY OF SOUTHERN MISSISSIPPI.  TURN RIGHT (NORTH) AND CONTINUE
 BV0658'ON EAST MEMORIAL AVENUE FOR 0.05 MILE TO THE INTERSECTION OF SOUTHERN
 BV0658'DRIVE AND THE MARK ON THE LEFT.
 BV0658
 BV0658                          STATION RECOVERY (1976)
 BV0658
 BV0658'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV0658'RECOVERED IN GOOD CONDITION.
 BV0658
 BV0658                          STATION RECOVERY (2002)
 BV0658
 BV0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BV0658'RECOVERED IN GOOD CONDITION.
 BV0658
 BV0658                          STATION RECOVERY (2003)
 BV0658
 BV0658'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV0658'RECOVERED IN GOOD CONDITION.
 BV0658
 BV0658                          STATION RECOVERY (2005)
 BV0658
 BV0658'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV0658'RECOVERED IN GOOD CONDITION.
 BV0658
 BV0658                          STATION RECOVERY (2008)
 BV0658
 BV0658'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1665 ***********************************************************************
 BV1665  DESIGNATION -  HATTIESBURG SHELBY APT TK BCN
 BV1665  PID         -  BV1665
 BV1665  STATE/COUNTY-  MS/FORREST
 BV1665  USGS QUAD   -  HATTIESBURG (1982)
 BV1665
 BV1665                         *CURRENT SURVEY CONTROL
 BV1665  ___________________________________________________________________
 BV1665* NAD 83(1993)-  31 16 17.23130(N)    089 15 12.25253(W)     ADJUSTED  
 BV1665* NAVD 88     -              **(meters)            **(feet)            
 BV1665  ___________________________________________________________________
 BV1665  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BV1665  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BV1665  HORZ ORDER  -  THIRD
 BV1665
 BV1665.The horizontal coordinates were established by classical geodetic methods
 BV1665.and adjusted by the National Geodetic Survey in May 1994.
 BV1665
 BV1665
 BV1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1665
 BV1665.The geoid height was determined by GEOID03.
 BV1665
 BV1665;                    North         East     Units Scale Factor Converg.
 BV1665;SPC MS E     -   196,447.848   259,997.438   MT  0.99996973   -0 13 05.0
 BV1665;SPC MS E     -   644,512.65    853,008.26   sFT  0.99996973   -0 13 05.0
 BV1665;UTM  16      - 3,461,877.049   285,462.547   MT  1.00016774   -1 10 12.6
 BV1665
 BV1665                          SUPERSEDED SURVEY CONTROL
 BV1665
 BV1665  NAD 83(1986)-  31 16 17.24635(N)    089 15 12.25195(W) AD(       ) 4
 BV1665  NAD 27      -  31 16 16.61400(N)    089 15 12.03500(W) AD(       ) 3
 BV1665
 BV1665.Superseded values are not recommended for survey control.
 BV1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1665.See file dsdata.txt to determine how the superseded data were derived.
 BV1665
 BV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8546361877(NAD 83)
 BV1665_MARKER: 21 = AIRPORT BEACON
 BV1665
 BV1665  HISTORY     - Date     Condition        Report By
 BV1665  HISTORY     - 1943     FIRST OBSERVED   CGS
 BV1665  HISTORY     - 1953     GOOD             CGS
 BV1665  HISTORY     - 1956     GOOD             CGS
 BV1665  HISTORY     - 1965     GOOD             MSHD
 BV1665  HISTORY     - 1967     GOOD             CGS
 BV1665  HISTORY     - 19810630 GOOD             NGS
 BV1665
 BV1665                          STATION DESCRIPTION
 BV1665
 BV1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1665'THIS INTERSECTION STATION IS LOCATED ON THE NW CORNER OF FIRST AND
 BV1665'SECOND AVENUES IN THE SHELBY AIRPORT, ABOUT 2 MILES SE OF
 BV1665'HATTIESBURG. IT IS A FOUR-LEGGED TANK OF STEEL CONSTRUCTION ABOUT
 BV1665'110 FEET HIGH AND PAINTED YELLOW AND BLACK CHECKED. A REVOLVING
 BV1665'BEACON LIGHT IS MOUNTED ON THE TOP OF THE TANK. THE POINT
 BV1665'OBSERVED ON WAS THE BEACON LIGHT.
 BV1665'
 BV1665'TO REACH THE STATION FROM THE CITY LIMITS OF HATTIESBURG ON HIGHWAY
 BV1665'49, GO S ON HIGHWAY 49 FOR 2.1 MILES TO SIGN SHELBY AIRPORT, TURN
 BV1665'LEFT AND GO 1.3 MILES TO RAILROAD TRACKS CROSS TRACKS AND GO 1.1
 BV1665'MILES TO MAIN GATE, CONINUE 0.1 MILE TO TANK ON THE RIGHT.
 BV1665
 BV1665                          STATION RECOVERY (1953)
 BV1665
 BV1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BV1665'RECOVERED AS DESCRIBED.
 BV1665
 BV1665                          STATION RECOVERY (1956)
 BV1665
 BV1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1665'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1665'CONDITION. THE AIRPORT IS NOW KNOWN AS THE HATTIESBURG MUNICIPAL
 BV1665'AIRPORT. THE TANK IS LOCATED ABOUT 4 MI. S OF HATTIESBURG, AT THE
 BV1665'HATTIESBURG MUNICIPAL AIRPORT. IT IS A FOUR-LEGGED STEEL STRUCTURE
 BV1665'SUPPORTING A TANK ON ITS TOP. THERE IS A REVOLVING BEACON ON THE
 BV1665'TOP AND CENTER OF THE TANK. THE POINT OBSERVED UPON IN 1943 WAS
 BV1665'THE LIGHT.
 BV1665'
 BV1665'TO REACH THE TANK FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 BV1665'BUSINESS ROUTE 49, ONE-HALF BLOCK N OF THE POST OFFICE IN
 BV1665'HATTIESBURG, GO E AND SE ON BUSINESS ROUTE 49 FOR 1.0 MI. TO THE
 BV1665'HOSPITAL ON THE RIGHT AND WHERE BUSINESS ROUTE 49 TURNS RIGHT,
 BV1665'KEEP STRAIGHT AHEAD CROSSING THE RAILROAD TRACKS AND GO S FOR 3.9
 BV1665'MI. TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.55 MI. TO A CROSSROAD,
 BV1665'TURN LEFT (S) AND GO 0.15 MI. TO THE STATION ON THE RIGHT.
 BV1665'
 BV1665'THIS IS AN INTERSECTION STATION.
 BV1665
 BV1665                          STATION RECOVERY (1965)
 BV1665
 BV1665'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1665'THE STATION SITE WAS VISITED 11-23-65 AND WAS FOUND IN GOOD
 BV1665'CONDITION.
 BV1665'
 BV1665'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT OF THE
 BV1665'FORREST COUNTY COURTHOUSE ON MAIN STREET IN HATTIESBURG. GO EAST
 BV1665'AND SOUTHEAST ON BUSINESS ROUTE 49 OR MAIN STREET FOR 1.07 MILES TO
 BV1665'THE HOSPITAL ON THE RIGHT AND WHERE BUSINESS ROUTE 49 TURN RIGHT.
 BV1665'KEEP STRAIGHT AHEAD ON A BLACKTOP ROAD CROSSING THE RAILROAD
 BV1665'TRACKS AND GO SOUTH FOR 3.9 MILES TO A T ROAD RIGHT. TURN RIGHT ON
 BV1665'A BLACKTOP ROAD AND GO 0.55 MILES TO A CROSSROADS. TURN LEFT
 BV1665'ON A BLACKTOP ROAD AND THE ENTRANCE TO THE AIRPORT AND GO 0.15
 BV1665'MILES TO THE WATER TANK AND BEACON ON THE RIGHT. THE TANK IS
 BV1665'APPROXIMATELY 200 FEET WEST OF THE ROAD.
 BV1665
 BV1665                          STATION RECOVERY (1967)
 BV1665
 BV1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DCW)
 BV1665'STATION RECOVERED IN GOOD CONDITION. THE TANK IS LOCATED ON
 BV1665'HATTIESBURG MUNICIPAL AIRPORT. THE TANK IS PAINTED RED AND WHITE.
 BV1665
 BV1665                          STATION RECOVERY (1981)
 BV1665
 BV1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BV1665'AT THE HATTIESBURG MUNICIPAL AIRPORT AND THE TANK IS NOW PAINTED RED
 BV1665'AND WHITE.  IT IS APPROX 340 FEET (103.6 M) SOUTHWEST OF THE SMALL
 BV1665'BRIDGE LEADING ONTO THE AIRPORT PROPER.  THE BEACON IS A STANDARD
 BV1665'ROTATING GREEN AND WHITE FLASHING BEACON AND IS MOUNTED ON THE TOP AND
 BV1665'CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1657 ***********************************************************************
 BV1657  DESIGNATION -  HATTIESBURG STC COLLEGE STACK
 BV1657  PID         -  BV1657
 BV1657  STATE/COUNTY-  MS/FORREST
 BV1657  USGS QUAD   -  HATTIESBURG (1982)
 BV1657
 BV1657                         *CURRENT SURVEY CONTROL
 BV1657  ___________________________________________________________________
 BV1657* NAD 83(1993)-  31 19 41.08387(N)    089 20 03.24370(W)     ADJUSTED  
 BV1657* NAVD 88     -              **(meters)            **(feet)            
 BV1657  ___________________________________________________________________
 BV1657  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BV1657  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BV1657  HORZ ORDER  -  THIRD
 BV1657
 BV1657.The horizontal coordinates were established by classical geodetic methods
 BV1657.and adjusted by the National Geodetic Survey in May 1994.
 BV1657
 BV1657
 BV1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1657
 BV1657.The geoid height was determined by GEOID03.
 BV1657
 BV1657;                    North         East     Units Scale Factor Converg.
 BV1657;SPC MS E     -   202,758.115   252,328.482   MT  0.99997802   -0 15 37.6
 BV1657;SPC MS E     -   665,215.58    827,847.69   sFT  0.99997802   -0 15 37.6
 BV1657;UTM  16      - 3,468,315.362   277,897.976   MT  1.00020848   -1 12 51.0
 BV1657
 BV1657                          SUPERSEDED SURVEY CONTROL
 BV1657
 BV1657  NAD 83(1986)-  31 19 41.09863(N)    089 20 03.24279(W) AD(       ) 4
 BV1657  NAD 27      -  31 19 40.47000(N)    089 20 03.03000(W) AD(       ) 3
 BV1657
 BV1657.Superseded values are not recommended for survey control.
 BV1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1657.See file dsdata.txt to determine how the superseded data were derived.
 BV1657
 BV1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7789868315(NAD 83)
 BV1657_MARKER: 63 = STACK
 BV1657
 BV1657  HISTORY     - Date     Condition        Report By
 BV1657  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1657  HISTORY     - 1939     GOOD             CGS
 BV1657  HISTORY     - 1956     GOOD             CGS
 BV1657  HISTORY     - 1965     GOOD             MSHD
 BV1657  HISTORY     - 20030718 MARK NOT FOUND   USPSQD
 BV1657
 BV1657                          STATION DESCRIPTION
 BV1657
 BV1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1657'THIS IS THE BRICK STACK WHICH IS LOCATED ON THE PROPERTY OF THE STATE
 BV1657'TEACHERS COLLEGE IN THE TOWN OF HATTIESBURG. IT IS ABOUT 100 FEET
 BV1657'HIGH.
 BV1657'
 BV1657'THE CENTER OF THE TOP OF THE STACK WAS OBSERVED UPON FROM
 BV1657'TRIANGULATION STATIONS WALTERS 1935, AND HENINGTON.
 BV1657'
 BV1657'AN INTERSECTION STATION.
 BV1657'
 BV1657'LOCATED IN 1935 BY M.A.H.
 BV1657
 BV1657                          STATION RECOVERY (1956)
 BV1657
 BV1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1657'THE HATTIESBURG STATE TEACHERS COLLEGE STACK, NOW THE MISSISSIPPI
 BV1657'SOUTHERN COLLEGE, WAS VISITED ON SEPTEMBER 17, 1956, AND FOUND IN
 BV1657'GOOD CONDITION. IT IS LOCATED ABOUT 2 MI. W OF THE CENTER OF
 BV1657'DOWNTOWN HATTIESBURG, IN THE N CENTRAL SECTION OF THE CAMPUS, 60
 BV1657'FT.  N OF AN E-W STREET, AND 168 FT. E OF A N-S STREET. IT IS A
 BV1657'RED-BRICK STACK AT THE W EDGE OF THE POWERHOUSE.
 BV1657'
 BV1657'THIS IS AN INTERSECTION STATION.
 BV1657
 BV1657                          STATION RECOVERY (1965)
 BV1657
 BV1657'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1657'THE STATION SITE WAS VISITED 11-22-65 AND FOUND IN GOOD CONDITION.
 BV1657'
 BV1657'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1657'ENTRANCE OF THE U.S. POST OFFICE ON PINE STREET IN HATTIESBURG,
 BV1657'MISSISSIPPI, GO SOUTH FOR 0.18 MILES TO THE INTERSECTION OF HARDY
 BV1657'STREET, TURN RIGHT AND GO 2.15 MILES TO THE INTERSECTION OF
 BV1657'HIGHWAY 49, CONTINUE ON HARDY STREET FOR 0.4 MILES TO A BLACKTOP
 BV1657'STREET ON THE RIGHT, TURN RIGHT AND GO 0.05 MILES TO SOUTHERN
 BV1657'DRIVE, TURN RIGHT AND GO 0.05 MILES TO FORREST AVENUE, TURN LEFT AND
 BV1657'GO 0.2 MILES TO THE STACK ON THE LEFT . THE NAME HAS BEEN CHANGED
 BV1657'TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI.
 BV1657
 BV1657                          STATION RECOVERY (2003)
 BV1657
 BV1657'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1661 ***********************************************************************
 BV1661  DESIGNATION -  HATTIESBURG STC COLLEGE DOME
 BV1661  PID         -  BV1661
 BV1661  STATE/COUNTY-  MS/FORREST
 BV1661  USGS QUAD   -  HATTIESBURG (1982)
 BV1661
 BV1661                         *CURRENT SURVEY CONTROL
 BV1661  ___________________________________________________________________
 BV1661* NAD 83(1993)-  31 19 35.65909(N)    089 19 57.74972(W)     ADJUSTED  
 BV1661* NAVD 88     -              **(meters)            **(feet)            
 BV1661  ___________________________________________________________________
 BV1661  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BV1661  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV1661  HORZ ORDER  -  THIRD
 BV1661
 BV1661.The horizontal coordinates were established by classical geodetic methods
 BV1661.and adjusted by the National Geodetic Survey in May 1994.
 BV1661
 BV1661
 BV1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1661
 BV1661.The geoid height was determined by GEOID03.
 BV1661
 BV1661;                    North         East     Units Scale Factor Converg.
 BV1661;SPC MS E     -   202,590.385   252,472.969   MT  0.99997785   -0 15 34.7
 BV1661;SPC MS E     -   664,665.29    828,321.73   sFT  0.99997785   -0 15 34.7
 BV1661;UTM  16      - 3,468,145.212   278,039.683   MT  1.00020771   -1 12 47.9
 BV1661
 BV1661                          SUPERSEDED SURVEY CONTROL
 BV1661
 BV1661  NAD 83(1986)-  31 19 35.67383(N)    089 19 57.74914(W) AD(       ) 4
 BV1661  NAD 27      -  31 19 35.05000(N)    089 19 57.51000(W) AD(       ) 3
 BV1661
 BV1661.Superseded values are not recommended for survey control.
 BV1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1661.See file dsdata.txt to determine how the superseded data were derived.
 BV1661
 BV1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7804068145(NAD 83)
 BV1661_MARKER: 87 = DOME
 BV1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1661+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 BV1661
 BV1661  HISTORY     - Date     Condition        Report By
 BV1661  HISTORY     - 1935     FIRST OBSERVED   CGS
 BV1661  HISTORY     - 1939     GOOD             CGS
 BV1661  HISTORY     - 1956     GOOD             CGS
 BV1661  HISTORY     - 1960     GOOD             CGS
 BV1661  HISTORY     - 1965     GOOD             MSHD
 BV1661  HISTORY     - 20030722 GOOD             USPSQD
 BV1661  HISTORY     - 20050315 GOOD             USPSQD
 BV1661
 BV1661                          STATION DESCRIPTION
 BV1661
 BV1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1661'THIS IS THE DOME ON THE TOP OF THE ADMINISTRATION BUILDING OF THE
 BV1661'STATE TEACHERS COLLEGE IN HATTIESBURG.
 BV1661'
 BV1661'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATIONS WALTERS
 BV1661'1935, AND HENINGTON.
 BV1661'
 BV1661'AN INTERSECTION STATION.
 BV1661'
 BV1661'LOCATED IN 1935 BY M.A.H.
 BV1661
 BV1661                          STATION RECOVERY (1956)
 BV1661
 BV1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1661'THE STATION WAS VISITED ON SEPTEMBER 15, 1956, AND FOUND IN GOOD
 BV1661'CONDITION. THE NAME OF THE COLLEGE HAS BEEN CHANGED TO MISSISSIPPI
 BV1661'SOUTHERN COLLEGE. THE STATION IS LOCATED 2.25 MI. W OF DOWNTOWN
 BV1661'HATTIESBURG, IN THE S CENTRAL SECTION OF THE MISSISSIPPI SOUTHERN
 BV1661'CAMPUS. THE DOME IS ON THE TOP AND CENTER OF THE ADMINISTRATION
 BV1661'BUILDING, A RED-BRICK BUILDING.
 BV1661'
 BV1661'THIS IS AN INTERSECTION STATION.
 BV1661
 BV1661                          STATION RECOVERY (1960)
 BV1661
 BV1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 BV1661'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BV1661
 BV1661                          STATION RECOVERY (1965)
 BV1661
 BV1661'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BV1661'THE STATION SITE WAS VISITED 11-22-65 AND WAS FOUND IN GOOD
 BV1661'CONDITION.
 BV1661'
 BV1661'A NEW TO REACH FOLLOWS. THE STATION IS REACHED FROM THE FRONT
 BV1661'ENTRANCE OF THE U.S. POST OFFICE ON PINE STREET IN HATTIESBURG, GO
 BV1661'SOUTH FOR 0.18 MILES TO THE INTERSECTION OF HARDY STREET, TURN
 BV1661'RIGHT ON HARDY AND GO WEST FOR 2.15 MILES TO THE INTERSECTION OF
 BV1661'HIGHWAY 49, CONINTUE WEST FOR 0.2 MILES TO A BLACKTOP STREET ON
 BV1661'THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE EAST ENTRANCE OF THE
 BV1661'ADMINISTRATION BUILDING AND THE DOME ON THE LEFT. THE NAME HAS BEEN
 BV1661'CHANGED TO THE UNIVERSITY OF SOUTHERN MISSISSIPPI.
 BV1661
 BV1661                          STATION RECOVERY (2003)
 BV1661
 BV1661'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BV1661'RECOVERED IN GOOD CONDITION.
 BV1661
 BV1661                          STATION RECOVERY (2005)
 BV1661
 BV1661'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BV1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2821 ***********************************************************************
 CP2821  DESIGNATION -  HAUFF
 CP2821  PID         -  CP2821
 CP2821  STATE/COUNTY-  MS/ISSAQUENA
 CP2821  USGS QUAD   -  MAYERSVILLE (1994)
 CP2821
 CP2821                         *CURRENT SURVEY CONTROL
 CP2821  ___________________________________________________________________
 CP2821* NAD 83(1993)-  32 57 25.38672(N)    091 03 38.75779(W)     ADJUSTED  
 CP2821* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 CP2821  ___________________________________________________________________
 CP2821  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CP2821  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP2821  HORZ ORDER  -  FIRST
 CP2821
 CP2821.The horizontal coordinates were established by classical geodetic methods
 CP2821.and adjusted by the National Geodetic Survey in May 1994.
 CP2821
 CP2821.The orthometric height was scaled from a topographic map.
 CP2821
 CP2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2821
 CP2821.The geoid height was determined by GEOID03.
 CP2821
 CP2821;                    North         East     Units Scale Factor Converg.
 CP2821;SPC MS W     -   383,511.357   631,988.806   MT  1.00000701   -0 23 44.7
 CP2821;SPC MS W     - 1,258,236.84  2,073,449.94   sFT  1.00000701   -0 23 44.7
 CP2821;SPC LA N     -   273,335.787 1,134,572.856   MT  1.00007912   +0 45 39.3
 CP2821;SPC LA N     -   896,769.16  3,722,344.45   sFT  1.00007912   +0 45 39.3
 CP2821;UTM  15      - 3,648,194.819   681,257.108   MT  1.00000511   +1 03 18.9
 CP2821
 CP2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2821!SPC MS W     -   0.99999897  x   1.00000701  =   1.00000598
 CP2821!SPC LA N     -   0.99999897  x   1.00007912  =   1.00007809
 CP2821!UTM  15      -   0.99999897  x   1.00000511  =   1.00000408
 CP2821
 CP2821|---------------------------------------------------------------------|
 CP2821| PID    Reference Object                     Distance      Geod. Az  |
 CP2821|                                                           dddmmss.s |
 CP2821| CY3749 HAUFF RM 1                           33.345 METERS 10117     |
 CP2821| CP1308 PBM 56 M CAP                         28.865 METERS 15955     |
 CP2821| CP2823 MAYERSVILLE MID VAL PLINE MAST      APPROX. 9.0 KM 1742013.9 |
 CP2821| CY3750 HAUFF RM 2                           31.766 METERS 23948     |
 CP2821| CP2879 KILBOURNE TRKLINE GAS RAD MAST      APPROX.22.4 KM 2755428.5 |
 CP2821| CY3748 HAUFF AZ MK                                        3441531.4 |
 CP2821|---------------------------------------------------------------------|
 CP2821
 CP2821                          SUPERSEDED SURVEY CONTROL
 CP2821
 CP2821  NAD 83(1993)-  32 57 25.39657(N)    091 03 38.75250(W) AD(       ) 1
 CP2821  NAD 83(1986)-  32 57 25.39897(N)    091 03 38.75136(W) AD(       ) 1
 CP2821  NAD 27      -  32 57 24.94550(N)    091 03 38.37020(W) AD(       ) 1
 CP2821
 CP2821.Superseded values are not recommended for survey control.
 CP2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2821.See file dsdata.txt to determine how the superseded data were derived.
 CP2821
 CP2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS8125748195(NAD 83)
 CP2821_MARKER: DS = TRIANGULATION STATION DISK
 CP2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2821
 CP2821  HISTORY     - Date     Condition        Report By
 CP2821  HISTORY     - 1958     MONUMENTED       CGS
 CP2821  HISTORY     - 1958     GOOD             CGS
 CP2821  HISTORY     - 1970     GOOD             MSHD
 CP2821
 CP2821                          STATION DESCRIPTION
 CP2821
 CP2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2821'STATION IS ABOUT 13-1/2 MILES WEST OF ANGUILLA, 5 MILES
 CP2821'SOUTH AND 2 MILES WEST OF GLEN ALLEN, 4 MILES NORTH OF MAYERSVILLE,
 CP2821'IN THE SOUTH CENTRAL PART OF SECTION 19, T 13 N, R 8 W AND
 CP2821'JUST EAST OF THE LEVEE ALONG THE MISSISSIPPI RIVER.
 CP2821'
 CP2821'TO REACH FROM THE COURTHOUSE IN MAYERSVILLE, GO EAST ON
 CP2821'GRAVEL ROAD FOR 0.2 MILE TO JUNCTION WITH STATE HIGHWAY
 CP2821'14.  TURN LEFT AND GO NORTHEAST ON HIGHWAY FOR 1.65 MILES
 CP2821'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST
 CP2821'ON GRAVEL ROAD FOR 3.25 MILES TO A LANE LEFT AT MR. G.V.
 CP2821'HAUFFS MAILBOX ON LEFT.  (CONTINUE NORTHWEST ON GRAVEL ROAD
 CP2821'FOR 0.4 MILE TO HOUSE ON THE RIGHT AND AZIMUTH MARK ON LEFT.)
 CP2821'TURN LEFT ONTO LANE FOR 0.05 MILE TO MR. HAUFFS HOUSE ON
 CP2821'LEFT AND USE MARK IN NORTHWEST CORNER OF YARD ON LEFT AND
 CP2821'STATION IN PASTURE ON RIGHT.
 CP2821'
 CP2821'STATION MARKS ARE STANDARD DISKS, STAMPED HAUFF 1958.  UNDERGROUND
 CP2821'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 CP2821'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11
 CP2821'INCH SQUARE, CONCRETE POST AND IS 15 INCHES BELOW GROUND
 CP2821'SURFACE.  IT IS 398 FEET SOUTHWEST OF GRADED ROAD, 176.5
 CP2821'FEET NORTHWEST OF THE NORTHEAST CORNER OF HOUSE, 46 FEET
 CP2821'NORTHWEST OF PROPERTY FENCELINE RUNNING SOUTHWEST - NORTHEAST,
 CP2821'107 FEET NORTHEAST OF A T-FENCELINE RUNNING NORTHWEST, 56
 CP2821'FEET NORTHWEST OF CENTER OF LANE ROAD AND 105.8 FEET
 CP2821'NORTHEAST OF THE EAST GATEPOST OF A GATE IN THE
 CP2821'SOUTHWEST-NORTHEAST FENCELINE.  A 4 IN X 4 IN WHITE
 CP2821'WITNESS POST WAS SET 46 FEET SOUTHEAST OF THE MARK.
 CP2821'
 CP2821'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAUFF NO 1
 CP2821'1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2821'POST WHICH PROJECTS 4 INCHES.  IT IS 298 FEET SOUTHWEST
 CP2821'OF GRADED ROAD CENTER, 200 FEET NORTHEAST OF THE EAST GATEPOST,
 CP2821'90 FEET NORTHWEST OF THE HOUSE CORNER, 12 FEET NORTHWEST
 CP2821'OF CENTER OF LANE ROAD AND 2 FEET NORTHWEST OF THE
 CP2821'SOUTHWEST-NORTHEAST FENCELINE.
 CP2821'
 CP2821'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAUFF NO 2
 CP2821'1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2821'POST WHICH PROJECTS 6 INCHES.  IT IS 499 FEET SOUTHWEST
 CP2821'OF THE GRADED ROAD CENTER, 17 FEET NORTHWEST OF CENTER OF
 CP2821'LANE ROAD, 3 FEET NORTH OF THE EAST GATEPOST, 3 FEET NORTHWEST
 CP2821'OF THE SOUTHWEST-NORTHEAST FENCELINE AND 1 FOOT NORTHEAST
 CP2821'OF THE T-FENCELINE.
 CP2821'
 CP2821'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAUFF 1958.  IT IS
 CP2821'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 CP2821'PROJECTS 4 INCHES.  IT IS 33 FEET SOUTHWEST OF THE GRAVEL
 CP2821'ROAD CENTER, 10 FEET NORTHWEST OF FIELD ENTRANCE CENTER,
 CP2821'9.6 FEET SOUTH OF A FENCE CORNER POST, 4.8 FEET NORTHWEST
 CP2821'OF THE NORTH GATEPOST, 3 FEET SOUTHWEST OF ROAD RIGHT-OF-WAY
 CP2821'FENCELINE AND 2.3 FEET EAST OF A POWERLINE POLE.  A 4 IN X
 CP2821'4 IN WHITE WITNESS POST WAS SET 2 FEET NORTHEAST OF THE MARK.
 CP2821'
 CP2821'P.B.M. 56-M (U.S.E.) IS A STANDARD U.S. ENGINEERS DEPARTMENT
 CP2821'MARK STAMPED 56 M 1930.  IT IS A BRONZE CAP BOLTED TO THE
 CP2821'TOP OF A 4 INCH, IRON PIPE PROJECTING 10 INCHES.  IT IS
 CP2821'390 FEET SOUTHWEST OF THE GRADED ROAD CENTER, 111 FEET WEST
 CP2821'OF THE NORTHEAST CORNER OF HOUSE, 39 FEET SOUTHEAST OF CENTER
 CP2821'OF LANE ROAD AND 128 FEET EAST-NORTHEAST OF THE GATEPOST.
 CP2821'A TRAVERSE CONNECTION WAS MADE TO THIS MARK.
 CP2821'
 CP2821'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2821
 CP2821                          STATION RECOVERY (1958)
 CP2821
 CP2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2821'THE ORIGINAL DESCRIPTION, BY O.S.R. IN 1958, IS ADEQUATE
 CP2821'AND ACCURATE, WITH THE FOLLOWING EXCEPTION--THE MEASURED
 CP2821'DISTANCE FROM THE FENCE AND WHITE WITNESS POST TO THE STATION
 CP2821'MARK WAS FOUND TO BE 40 FEET, INSTEAD OF 46 FEET.
 CP2821
 CP2821                          STATION RECOVERY (1970)
 CP2821
 CP2821'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2821'THE STATION WAS VISITED 9-11-70 AND THE STATION MARK, REFERENCE MARK,
 CP2821'NO. 1, NO. 2 AZIMUTH MARK AND PBM 56M (USE) WERE FOUND IN GOOD
 CP2821'CONDITION.
 CP2821'
 CP2821'THE STATION IS LOCATED 3.8 MILES NORTH OF MAYERSVILLE IN A PASTURE
 CP2821'JUST EAST OF THE MISSISSIPPI RIVER LEVEE, 5.6 MILES SOUTHWEST OF
 CP2821'GLEN ALLEN, 11 MILES NORTHWEST OF ROLLING FORK IN THE SE 1/4 OF
 CP2821'SECTION 19, T 13N, R 8W AND ON LAND OWNED BY MR. G. V. HAUFF.  IT
 CP2821'IS 398 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 55 FEET
 CP2821'NORTHWEST OF THE CENTER OF A PRIVATE ROAD, 161 FEET NORTHWEST OF
 CP2821'THE NORTHWEST CORNER OF A LARGE FRAME HOUSE, 97 FEET NORTH OF
 CP2821'THE NORTHEAST CORNER OF AN EQUIPMENT SHED, 105 FEET NORTHWEST OF
 CP2821'THE SOUTHWEST ONE OF TWO LARGE OAKS, 104.5 FEET NORTHEAST OF A
 CP2821'T FENCE CORNER ACTING AS A GATE POST AND 41 FEET NORTHWEST OF A
 CP2821'FENCE.
 CP2821'
 CP2821'IT IS A TRIANGULATION DISK, STAMPED HAUFF 1958 AND IS 15 INCHES BELOW
 CP2821'THE GROUND.
 CP2821'
 CP2821'REFERENCE MARK NO. 1 IS 109.40 FEET EAST SOUTHEAST OF THE STATION.
 CP2821'IT IS 298 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 9 FEET
 CP2821'NORTHWEST OF THE CENTER OF A PRIVATE ROAD, 90 FEET NORTHWEST OF THE
 CP2821'NORTHEAST CORNER OF A LARGE FRAME HOUSE, 67 FEET NORTHEAST OF THE
 CP2821'NORTHEAST ONE OF TWO LARGE OAKS AND 1 FOOT NORTHWEST OF A METAL
 CP2821'WITNESS POST IN A FENCE LINE.  IT IS A REFERENCE MARK DISK,
 CP2821'STAMPED HAUFF NO 1 1958, PROJECTING 4 INCHES.
 CP2821'
 CP2821'REFERENCE MARK NO. 2 IS 104.22 FEET SOUTHWEST OF THE STATION.  IT IS
 CP2821'499 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 20 FEET
 CP2821'NORTHWEST OF THE CENTER OF A PRIVATE ROAD, 3 FEET NORTHWEST OF A T
 CP2821'FENCE CORNER ACTING AS A GATE POST, 14 FEET NORTHEAST OF A TWIN
 CP2821'SYCAMORE, 85.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN EQUIPMENT
 CP2821'SHED, 1 FEET NORTHEAST OF A FENCE AND 1 FOOT SOUTHEAST OF A
 CP2821'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,STAMPED HAUFF NO
 CP2821'2 1958, PROJECTING 6 INCHES.
 CP2821'
 CP2821'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 199.62
 CP2821'FEET.
 CP2821'
 CP2821'THE AZIMUTH MARK IS 0.4 MILE NORTH NORTHWEST OF THE STATION.  IT IS
 CP2821'33 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 68 FEET
 CP2821'SOUTHWEST OF A POWER LINE POLE NEAR A PUMP HOUSE, 108 FEET WEST
 CP2821'NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME HOUSE, 65.5
 CP2821'FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A POWER
 CP2821'LINE POLE WITH GUY WIRES AND 1 FOOT NORTHWEST OF A METAL WITNESS
 CP2821'POST, IT IS AN AZIMUTH MARK DISK, STAMPED HAUFF 1958, PROJECTING 6
 CP2821'INCHES.
 CP2821'
 CP2821'P.B.M. 56M (USE) IS 94.70 FEET SOUTH SOUTHEAST OF THE STATION.  IT IS
 CP2821'390 FEET SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 40 FEET
 CP2821'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 31 FEET SOUTHWEST OF THE
 CP2821'CENTER OF A DRIVEWAY, 19.5 FEET WEST OF THE SOUTHWEST ONE OF TWO
 CP2821'LARGE OAKS, 83 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2821'NORTH WING OF A LARGE FRAME HOUSE AND 19 FEET NORTHEAST OF A WOODEN
 CP2821'FENCE.  IT IS A U.S.E. CAP ON A 4 INCH IRON PIPE PROJECTING 6
 CP2821'INCHES, STAMPED 56M 1930.
 CP2821'
 CP2821'TO REACH THE STATION FROM THE ISSAQUENA COUNTY COURTHOUSE IN
 CP2821'MAYERSVILLE GO EAST ON STATE HIGHWAY 14 FOR 0.15 MILE TO THE
 CP2821'INTERSECTION OF STATE HIGHWAY 1.  TURN LEFT AND CONTINUE NORTH AND
 CP2821'NORTHEAST ON STATE HIGHWAY 1 AND 14 FOR 1.6 MILES TO A SIDE ROAD
 CP2821'LEFT.  TURN LEFT AND CONTINUE NORTH ON A BLACKTOP ROAD FOR 3.2
 CP2821'MILES TO A PRIVATE ROAD ON THE LEFT.  CONTINUE NORTHWEST ON A
 CP2821'BLACKTOP ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 CP2821'NORTHWEST ON A BLACKTOP ROAD FOR 0.1 MILE TO THE AZIMUTH ON THE
 CP2821'LEFT.  TO REACH THE STATION, TURN LEFT AND CONTINUE WEST ON A
 CP2821'PRIVATE ROAD FOR ABOUT 400 FEET TO THE MARKON THE RIGHT.
 CP2821'
 CP2821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES NORTH OF
 CP2821'MAYERSVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1949 ***********************************************************************
 DJ1949  DESIGNATION -  HAWKIN
 DJ1949  PID         -  DJ1949
 DJ1949  STATE/COUNTY-  MS/OKTIBBEHA
 DJ1949  USGS QUAD   -  DOUBLE SPRINGS (1972)
 DJ1949
 DJ1949                         *CURRENT SURVEY CONTROL
 DJ1949  ___________________________________________________________________
 DJ1949* NAD 83(1993)-  33 29 59.78917(N)    089 04 14.83860(W)     ADJUSTED  
 DJ1949* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 DJ1949  ___________________________________________________________________
 DJ1949  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DJ1949  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ1949  HORZ ORDER  -  FIRST
 DJ1949
 DJ1949.The horizontal coordinates were established by classical geodetic methods
 DJ1949.and adjusted by the National Geodetic Survey in May 1994.
 DJ1949
 DJ1949.The orthometric height was scaled from a topographic map.
 DJ1949
 DJ1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1949
 DJ1949.The geoid height was determined by GEOID03.
 DJ1949
 DJ1949;                    North         East     Units Scale Factor Converg.
 DJ1949;SPC MS E     -   443,509.789   277,936.125   MT  0.99995600   -0 07 51.8
 DJ1949;SPC MS E     - 1,455,081.70    911,862.10   sFT  0.99995600   -0 07 51.8
 DJ1949;UTM  16      - 3,708,631.868   307,637.410   MT  1.00005622   -1 08 35.9
 DJ1949
 DJ1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1949!SPC MS E     -   0.99997690  x   0.99995600  =   0.99993290
 DJ1949!UTM  16      -   0.99997690  x   1.00005622  =   1.00003311
 DJ1949
 DJ1949|---------------------------------------------------------------------|
 DJ1949| PID    Reference Object                     Distance      Geod. Az  |
 DJ1949|                                                           dddmmss.s |
 DJ1949| CG1967 HAWKIN RM 1                          72.027 METERS 15022     |
 DJ1949| CG1966 HAWKIN AZ MK                                       2392234.9 |
 DJ1949| CG1968 HAWKIN RM 2                          36.207 METERS 25512     |
 DJ1949| DJ1936 MATHISTON SILVER TANK               APPROX. 6.6 KM 3094728.8 |
 DJ1949| DJ1933 MABEN MUNICIPAL TANK                APPROX. 6.3 KM 3472916.7 |
 DJ1949|---------------------------------------------------------------------|
 DJ1949
 DJ1949                          SUPERSEDED SURVEY CONTROL
 DJ1949
 DJ1949  NAD 83(1986)-  33 29 59.80139(N)    089 04 14.83669(W) AD(       ) 1
 DJ1949  NAD 27      -  33 29 59.36100(N)    089 04 14.61200(W) AD(       ) 1
 DJ1949
 DJ1949.Superseded values are not recommended for survey control.
 DJ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1949.See file dsdata.txt to determine how the superseded data were derived.
 DJ1949
 DJ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC0763708632(NAD 83)
 DJ1949_MARKER: DS = TRIANGULATION STATION DISK
 DJ1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1949+STABILITY: SURFACE MOTION
 DJ1949
 DJ1949  HISTORY     - Date     Condition        Report By
 DJ1949  HISTORY     - 1939     MONUMENTED       CGS
 DJ1949  HISTORY     - 1962     GOOD             CGS
 DJ1949  HISTORY     - 1963     GOOD             MSHD
 DJ1949  HISTORY     - 19700311 GOOD             USGS
 DJ1949  HISTORY     - 1972     GOOD             MSSU
 DJ1949  HISTORY     - 1974     GOOD             MSSU
 DJ1949  HISTORY     - 19811001 GOOD             MSSU
 DJ1949  HISTORY     - 19820301 GOOD             MSSU
 DJ1949  HISTORY     - 20070919 POOR             GEOCAC
 DJ1949
 DJ1949                          STATION DESCRIPTION
 DJ1949
 DJ1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1949'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES SOUTH OF MABEN,
 DJ1949'ON THE SUMMIT OF A HILL, IN THE NORTHWEST QUARTER OF SECTION 20,
 DJ1949'T. 19 N., R. 12 E., ON PROPERTY BELONGING TO E.P. HAWKIN.
 DJ1949'THE STATION MARK IS ABOUT 0.2 MILE WEST OF THE GRAVEL ROAD, 15
 DJ1949'FEET NORTH OF THE NORTH EDGE OF THE FIELD ON THE SOUTH HALF OF THE
 DJ1949'HILL, AND 43 FEET SOUTH OF AN 18-INCH TRIANGLE BLAZED OAK
 DJ1949'TREE.  THE MARK PROJECTS 4 INCHES.
 DJ1949'
 DJ1949'TO REACH THE STATION FROM THE MABEN RAILROAD DEPOT, GO SOUTH
 DJ1949'ON U.S. HIGHWAY 82 FOR 2.3 MILES TO A FORK, TAKE THE RIGHT FORK
 DJ1949'AND CONTINUE 1.75 MILES TO A T-ROAD, RIGHT.  TURN RIGHT AND
 DJ1949'GO 0.25 MILE TO A FORK, THEN TAKE THE LEFT FORK AND CONTINUE
 DJ1949'0.25 MILE TO THE TOP OF THE HILL AND THE DIM ROAD, SHARP RIGHT.
 DJ1949'TURN RIGHT UP THE DIM ROAD AND GO 0.2 MILE TO THE TOP OF THE
 DJ1949'HILL AND THE STATION MARK.
 DJ1949'
 DJ1949'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ1949'BRONZE DISKS SET IN CONCRETE.
 DJ1949'
 DJ1949'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, IN THE SOUTHEAST
 DJ1949'CORNER OF THE FIELD, NEAR A LARGE PINE STUMP.  THE MARK
 DJ1949'PROJECTS 10 INCHES.
 DJ1949'
 DJ1949'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, AT THE
 DJ1949'SOUTHWEST CORNER OF THE TIMBER AND NORTH EDGE OF THE FIELD.
 DJ1949'THE MARK PROJECTS 4 INCHES.
 DJ1949'
 DJ1949'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST-SOUTHWEST OF THE
 DJ1949'STATION, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE
 DJ1949'BELONGING TO CHAS. REED, 15 FEET SOUTH OF THE CENTER LINE OF THE
 DJ1949'ROAD AND 50 FEET WEST OF A 24-INCH OAK TREE.  THE MARK PROJECTS
 DJ1949'6 INCHES.
 DJ1949'
 DJ1949'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEAST TO THE ROAD,
 DJ1949'THEN TURN LEFT AND GO 0.25 MILE TO A T-ROAD, LEFT.  TURN LEFT
 DJ1949'AND GO 1.3 MILES TO A CROSSROADS, THEN TURN LEFT AND GO 0.7 MILE
 DJ1949'TO THE FARM HOUSE ON THE LEFT AND THE MARK.
 DJ1949'
 DJ1949'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DJ1949
 DJ1949                          STATION RECOVERY (1962)
 DJ1949
 DJ1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 DJ1949'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A FOREST
 DJ1949'FIRE LOOKOUT TOWER HAS BEEN BUILT ON THIS HILL AND THE STATION MARK
 DJ1949'IS 34 FEET NORTH OF THE NORTHEAST LEG OF THE TOWER.  THE MARK
 DJ1949'PROJECTS 4 INCHES.
 DJ1949'
 DJ1949'TO REACH FROM THE INTERSECTION OF 2ND AVE. AND WEBSTER ST. JUST
 DJ1949'SOUTH OF THE POST OFFICE IN MABEN, GO SOUTHEAST ON WEBSTER ST.
 DJ1949'FOR 0.1 MILE TO FORK.  KEEP RIGHT AND CONTINUE SOUTHEAST FOR 2.25
 DJ1949'MILES TO U.S. HIGHWAY 82.  CROSS HIGHWAY AND CONTINUE SOUTHERLY
 DJ1949'FOR 1.9 MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 DJ1949'0.25 MILE TO FORK.  KEEP LEFT AND GO 0.25 MILE TO SIDE ROAD
 DJ1949'RIGHT.  TURN RIGHT AND GO UP HILL FOR 0.1 MILE TO THE FOREST FIRE
 DJ1949'LOOKOUT TOWER AND STATION.
 DJ1949'
 DJ1949'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH-SOUTHEAST FOR
 DJ1949'0.1 MILE TO THE MAIN ROAD.  TURN LEFT AND GO NORTHEAST FOR 0.25
 DJ1949'MILE TO REVERSE FORK LEFT.  TURN SHARP LEFT AND GO WEST FOR 1.3
 DJ1949'MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.85 MILE TO A
 DJ1949'WIRE GATE ON LEFT AT TOP OF HILL.  TURN LEFT AND GO EAST ON
 DJ1949'WOODS ROAD FOR 0.1 MILE TO THE MARK ON RIGHT.  THE MARK PROJECTS
 DJ1949'16 INCHES.
 DJ1949
 DJ1949                          STATION RECOVERY (1963)
 DJ1949
 DJ1949'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1949'A STATION WAS VISITED MAY 1, 1963 AND ALL MARKS WERE FOUND IN
 DJ1949'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ1949'
 DJ1949'THE STATION IS REACHED FROM THE RAILROAD DEPOT IN MABEN, BY GOING
 DJ1949'SOUTH ON A BLACK TOP ROAD FOR 2.3 MILES TO U.S. HIGHWAY 82,
 DJ1949'CONTINUE SOUTH, CROSSING THE HIGHWAY, FOR 1.75 MILES TO A SIDE
 DJ1949'ROAD ON THE RIGHT, TURN RIGHT, ON GRAVEL ROAD AND GO 0.25 MILE TO
 DJ1949'A ROAD FORK, TURN LEFT AND GO 0.25 MILE TO THE TOP OF A HILL AND
 DJ1949'A DRIVEWAY ON THE RIGHT LEADING UP A HILL 0.1 MILE TO A FIRE
 DJ1949'TOWER AND THE STATION AS DESCRIBED.
 DJ1949'
 DJ1949'NOTE- METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF THE
 DJ1949'STATION, 1.0 FOOT WEST OF R.M. 1, 1.0 FOOT EAST OF R.M. 2,
 DJ1949'1.0 FOOT NORTHEAST OF THE AZIMUTH.
 DJ1949'
 DJ1949'STATION IS 40 FEET NORTHEAST OF THE NORTHWEST LEG OF A FIRE
 DJ1949'TOWER, 34.5 FEET NORTH OF THE NORTHEAST LEG, 30 FEET WEST OF A
 DJ1949'TELEPHONE LINE POLE, 28 FEET SOUTHEAST OF A 24-INCH HICKORY
 DJ1949'TREE WITH A TRIANGLE BLAZE.
 DJ1949'
 DJ1949'R.M. 1 IS 193.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER,
 DJ1949'22 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE TOWER,
 DJ1949'10 FEET WEST OF A 6-INCH HICKORY TREE, 2 FEET SOUTH OF A 6-INCH
 DJ1949'HICKORY TREE WITH A WITNESS SIGN ON THE WEST SIDE.
 DJ1949'
 DJ1949'R.M. 2 IS 91 FEET WEST OF THE SOUTHWEST LEG, 62 FEET SOUTHWEST OF A
 DJ1949'TRIPLE 6-INCH OAK TREE, 76 FEET SOUTH-SOUTHWEST OF A 10-INCH POST
 DJ1949'OAK TREE WITH A TRIANGLE BLAZE, 51 FEET SOUTH OF AN 8-INCH
 DJ1949'POST OAK TREE WITH A TRIANGLE BLAZE.
 DJ1949'
 DJ1949'AZIMUTH IS 66 FEET NORTHWEST OF THE BASE OF A FALLEN CHIMNEY,
 DJ1949'64 FEET NORTH OF A 24-INCH PINE TREE WITH A TRIANGLE BLAZE, 56.5
 DJ1949'FEET WEST OF A 36-INCH POST OAK TREE WITH A TRIANGLE BLAZE, 25.5
 DJ1949'FEET NORTHEAST OF A 10-INCH CEDAR TREE.
 DJ1949'
 DJ1949'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTHEAST TO THE
 DJ1949'ROAD, TURN LEFT AND GO 0.25 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 DJ1949'1.3 MILES TO A CROSSROADS, TURN LEFT AND GO 0.7 MILE TO THE FARM
 DJ1949'HOUSE AND THE MARK.
 DJ1949
 DJ1949                          STATION RECOVERY (1970)
 DJ1949
 DJ1949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 DJ1949'RECOVERED IN GOOD CONDITION.
 DJ1949
 DJ1949                          STATION RECOVERY (1972)
 DJ1949
 DJ1949'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (SCV)
 DJ1949'HAWKIN 1939 RECOVERED GOOD.
 DJ1949'
 DJ1949'HAWKIN NO 1 1939 RECOVERED GOOD.
 DJ1949'
 DJ1949'HAWKIN NO 2 1939 RECOVERED GOOD.
 DJ1949'
 DJ1949'HAWKIN 1939 (AZ) PROJECTING 17 INCHES BUT NOT V.G. FROM STATION
 DJ1949'MARK.
 DJ1949'
 DJ1949'PREVIOUS DESCRIPTION ADEQUATE.
 DJ1949
 DJ1949                          STATION RECOVERY (1974)
 DJ1949
 DJ1949'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (PGT)
 DJ1949'HAWKIN 1939 RECOVERED GOOD.
 DJ1949'
 DJ1949'HAWKIN 1939 NO 1 RECOVERED GOOD.
 DJ1949'
 DJ1949'HAWKIN 1939 NO 2 RECOVERED GOOD.
 DJ1949'
 DJ1949'HAWKIN 1939 (AZ MK) DISK SCARRED AND POST PROJECTING 1.2 FEET.
 DJ1949
 DJ1949                          STATION RECOVERY (1981)
 DJ1949
 DJ1949'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ1949'RECOVERED IN GOOD CONDITION.
 DJ1949
 DJ1949                          STATION RECOVERY (1982)
 DJ1949
 DJ1949'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1949'RECOVERED IN GOOD CONDITION.
 DJ1949
 DJ1949                          STATION RECOVERY (2007)
 DJ1949
 DJ1949'RECOVERY NOTE BY GEOCACHING 2007 (JAM)
 DJ1949'THE CONCRETE MONUMENT HAS BEEN PUSHED OUT OF THE GROUND, BUT IS STILL
 DJ1949'WITHIN TWO FEET OF ITS ORIGINAL POSITION.
 DJ1949'THE SURVEY MARKER IS STILL EMBEDDED IN THE MONUMENT. THE WITNESS POST
 DJ1949'HAS BEEN FLATTENED, AND THE WITNESS SIGN IS GONE. IT APPEARS A
 DJ1949'BULLDOZER OR SIMILAR VEHICLE HAS RUN OVER THE MARKER NAD PUSHED IT OUT
 DJ1949'OF THE GROUND.  MAINTENANCE IS NEEDED.THE MONUMENT IS LYING ON TOP OF
 DJ1949'THE GROUND AND IS IN WHAT IS NOW  A CASUAL VEHICLE PATH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0258 ***********************************************************************
 CP0258  HT_MOD      -  This is a Height Modernization Survey Station.
 CP0258  CBN         -  This is a Cooperative Base Network Control Station.
 CP0258  DESIGNATION -  HAWKINS
 CP0258  PID         -  CP0258
 CP0258  STATE/COUNTY-  MS/HINDS
 CP0258  USGS QUAD   -  JACKSON (1998)
 CP0258
 CP0258                         *CURRENT SURVEY CONTROL
 CP0258  ___________________________________________________________________
 CP0258* NAD 83(2007)-  32 19 44.13095(N)    090 12 57.82143(W)     ADJUSTED  
 CP0258* NAVD 88     -        96.43   (meters)     316.4    (feet)  GPS OBS   
 CP0258  ___________________________________________________________________
 CP0258  EPOCH DATE  -        2002.00
 CP0258  X           -     -20,343.284 (meters)                     COMP
 CP0258  Y           -  -5,394,661.950 (meters)                     COMP
 CP0258  Z           -   3,391,345.357 (meters)                     COMP
 CP0258  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CP0258  ELLIP HEIGHT-          70.141 (meters)          (02/10/07) ADJUSTED
 CP0258  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0258
 CP0258  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP0258  Type    PID    Designation                      North   East  Ellip
 CP0258  -------------------------------------------------------------------
 CP0258  NETWORK CP0258 HAWKINS                           0.59   0.65   1.69
 CP0258  -------------------------------------------------------------------
 CP0258
 CP0258.This mark is at Hawkins Field Airport (HKS)
 CP0258
 CP0258.The horizontal coordinates were established by GPS observations
 CP0258.and adjusted by the National Geodetic Survey in February 2007.
 CP0258
 CP0258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP0258.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP0258.The horizontal coordinates are valid at the epoch date displayed above.
 CP0258.The epoch date for horizontal control is a decimal equivalence
 CP0258.of Year/Month/Day.
 CP0258
 CP0258.The orthometric height was determined by GPS observations and a
 CP0258.high-resolution geoid model.
 CP0258.The orthometric height was determined by GPS observations and a
 CP0258.high-resolution geoid model using precise GPS observation and
 CP0258.processing techniques.
 CP0258
 CP0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP0258
 CP0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0258
 CP0258.The ellipsoidal height was determined by GPS observations
 CP0258.and is referenced to NAD 83.
 CP0258
 CP0258.The geoid height was determined by GEOID03.
 CP0258
 CP0258;                    North         East     Units Scale Factor Converg.
 CP0258;SPC MS W     -   313,627.940   711,041.092   MT  0.99995150   +0 03 45.8
 CP0258;SPC MS W     - 1,028,961.00  2,332,807.32   sFT  0.99995150   +0 03 45.8
 CP0258;UTM  15      - 3,580,301.884   762,059.257   MT  1.00044697   +1 29 22.7
 CP0258
 CP0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0258!SPC MS W     -   0.99998899  x   0.99995150  =   0.99994049
 CP0258!UTM  15      -   0.99998899  x   1.00044697  =   1.00043595
 CP0258
 CP0258:                Primary Azimuth Mark                     Grid Az
 CP0258:SPC MS W     -  JACKSON MUNICIPAL TANK NORTH             099 36 59.0
 CP0258:UTM  15      -  JACKSON MUNICIPAL TANK NORTH             098 11 22.1
 CP0258
 CP0258|---------------------------------------------------------------------|
 CP0258| PID    Reference Object                     Distance      Geod. Az  |
 CP0258|                                                           dddmmss.s |
 CP0258| CP2601 JACKSON MUNICIPAL TANK NORTH        APPROX. 3.8 KM 0994044.8 |
 CP0258| CP2599 JACKSON NEW STATE CAPITOL DOME      APPROX. 4.2 KM 1310104.1 |
 CP0258| CY3754 HAWKINS AZ MK                                      1734818.9 |
 CP0258| CP2587 JACKSON MUNICIPAL TANK WEST         APPROX. 1.2 KM 2050534.9 |
 CP0258|---------------------------------------------------------------------|
 CP0258
 CP0258                          SUPERSEDED SURVEY CONTROL
 CP0258
 CP0258  ELLIP H (04/15/02)   70.147  (m)                       GP(       ) 4 2
 CP0258  NAD 83(1993)-  32 19 44.13093(N)    090 12 57.82146(W) AD(       ) B
 CP0258  ELLIP H (02/15/02)   70.145  (m)                       GP(       ) 4 1
 CP0258  ELLIP H (03/15/01)   70.154  (m)                       GP(       ) 5 2
 CP0258  NAD 83(1993)-  32 19 44.13070(N)    090 12 57.82168(W) AD(       ) 1
 CP0258  NAD 83(1986)-  32 19 44.14512(N)    090 12 57.81702(W) AD(       ) 1
 CP0258  NAD 27      -  32 19 43.62100(N)    090 12 57.49700(W) AD(       ) 1
 CP0258  NGVD 29 (??/??/??)   96.286  (m)          315.90   (f) ADJUSTED    1 2
 CP0258
 CP0258.Superseded values are not recommended for survey control.
 CP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0258.See file dsdata.txt to determine how the superseded data were derived.
 CP0258
 CP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6205980302(NAD 83)
 CP0258_MARKER: DS = TRIANGULATION STATION DISK
 CP0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0258_STAMPING: HAWKINS 1945
 CP0258_MARK LOGO: CGS   
 CP0258_PROJECTION: RECESSED 4 CENTIMETERS
 CP0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0258+STABILITY: SURFACE MOTION
 CP0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0258+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 CP0258
 CP0258  HISTORY     - Date     Condition        Report By
 CP0258  HISTORY     - 1945     MONUMENTED       CGS
 CP0258  HISTORY     - 1946     GOOD             CGS
 CP0258  HISTORY     - 1956     GOOD             CGS
 CP0258  HISTORY     - 1957     GOOD             CGS
 CP0258  HISTORY     - 1961     GOOD             MSHD
 CP0258  HISTORY     - 1967     GOOD             CGS
 CP0258  HISTORY     - 1977     GOOD             MSHD
 CP0258  HISTORY     - 1977     GOOD             MSHD
 CP0258  HISTORY     - 19770301 GOOD             MSSU
 CP0258  HISTORY     - 1978     GOOD             NGS
 CP0258  HISTORY     - 1980     GOOD             MSSU
 CP0258  HISTORY     - 1982     GOOD             NGS
 CP0258  HISTORY     - 1982     GOOD             USGS
 CP0258  HISTORY     - 1990     GOOD             USPSQD
 CP0258  HISTORY     - 20000502 GOOD             NGS
 CP0258  HISTORY     - 20000701 GOOD             NGS
 CP0258  HISTORY     - 20071012 GOOD             NGS
 CP0258
 CP0258                          STATION DESCRIPTION
 CP0258
 CP0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP0258'STATION IS LOCATED ON THE LAWN OF THE JACKSON MUNICIPAL AIRPORT
 CP0258'IN NW JACKSON.  IT IS 14 FEET W OF THE E FENCE, 14 FEET S
 CP0258'OF THE N FENCE, 92.03 FEET E OF THE AIRWAY BEACON, AND 93
 CP0258'FEET N OF THE N CURB.
 CP0258'
 CP0258'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP0258'POST, STAMPED HAWKINS 1945, AND FLUSH WITH THE GROUND.  UNDERGROUND
 CP0258'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP0258'
 CP0258'REFERENCE MARK 1 IS SET DIRECTLY UNDER THE CENTER OF THE
 CP0258'AIRWAY BEACON.  IT IS 92.03 FEET W OF THE STATION, 37 FEET
 CP0258'S OF THE N FENCE, 31 FEET N OF THE CURB, AND 68.5 FEET SE
 CP0258'OF THE SE CORNER OF THE LUNCH ROOM.  IT IS A BRONZE REFERENCE
 CP0258'DISK SET IN TOP OF A CONCRETE POST, STAMPED HAWKINS NO 1
 CP0258'1945, AND FLUSH WITH THE GROUND.
 CP0258'
 CP0258'Y 167 (USC AND GS) WAS USED AS REFERENCE MARK 2 AND IS 16.67
 CP0258'FEET NE OF THE STATION.  IT IS ONE FOOT E OF THE E FENCE
 CP0258'AND 2 FEET SE OF THE FENCE CORNER.  THE DISK IS STAMPED
 CP0258'Y 167 1944.
 CP0258'
 CP0258'AZIMUTH MARK IS ABOUT 0.15 MILE S OF THE STATION ON THE NW
 CP0258'CORNER OF THE MAIN ROAD AND THE ROAD LEADING TO THE AIRPORT.
 CP0258'IT IS 15 FEET W OF THE APPROXIMATE CENTER OF THE ROAD LEADING
 CP0258'TO THE AIRPORT AND 5 FEET NW OF A STANDARD WITNESS POST.
 CP0258'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST,
 CP0258'STAMPED HAWKINS 1945, AND PROJECTS ABOUT 4 INCHES.
 CP0258'
 CP0258'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 CP0258
 CP0258                          STATION RECOVERY (1946)
 CP0258
 CP0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (SCD)
 CP0258'STATION IS LOCATED ON THE LAWN OF THE JACKSON MUNICIPAL
 CP0258'AIRPORT IN N.W. JACKSON.  IT IS 12 FT WEST OF THE EAST FENCE,
 CP0258'11 FT SOUTH OF NORTH FENCE, 92.03 FEET EAST OF THE AIRPORT
 CP0258'BEACON AND 93.3 FT NORTH OF THE NORTH CURB.
 CP0258'
 CP0258'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP0258'POST STAMPED HAWKINS 1945 AND FLUSH WITH THE GROUND.
 CP0258'
 CP0258'REFERENCE MARK 1 IS SET DIRECTLY UNDER THE CENTER OF THE
 CP0258'AIRPORT BEACON.  IT IS 92.03 FEET WEST OF THE STATION, 37
 CP0258'FEET SOUTH OF THE NORTH FENCE, 31 FEET NORTH OF THE CURB AND
 CP0258'68.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LUNCH
 CP0258'ROOM.  IT IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CP0258'POST STAMPED HAWKINS NO. 1 1945 AND FLUSH WITH THE GROUND.
 CP0258'DESCRIPTIONS ADEQUATE FOR AZIMUTH MARK.
 CP0258
 CP0258                          STATION RECOVERY (1956)
 CP0258
 CP0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 CP0258'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CP0258'THE AZIMUTH MARK WAS FOUND DESTROYED.  IT IS STILL IN PLACE
 CP0258'BUT THE TOP 2 OR 3 IN. OF THE MONUMENT HAVE BEEN SHEARED
 CP0258'OFF BY GRADING EQUIPMENT, AND THE DISK ROOTED OUT.  THE
 CP0258'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING COMMENT--
 CP0258'
 CP0258'THE DESCRIPTION OF REFERENCE MARK 1 STATES THAT IT IS SET
 CP0258'DIRECTLY UNDER THE CENTER OF THE BEACON.  THIS WAS CHECKED
 CP0258'BY INSTRUMENT AND WAS FOUND TO BE ABOUT 6 IN. OFF THE PLUMB
 CP0258'LINE TO THE CENTER SHAFT OF THE BEACON.
 CP0258
 CP0258                          STATION RECOVERY (1957)
 CP0258
 CP0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0258'THE STATION WAS VISITED 2-19-57 AND THE STATION, REFERENCE
 CP0258'MARK NO. 1 AND BENCH MARK Y 167 (REFERENCE MARK NO. 2) WERE
 CP0258'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND WITH
 CP0258'THE TOP OF THE MONUMENT BROKEN OFF AND THE DISK DESTROYED.
 CP0258'A NEW DESCRIPTION FOLLOWS--
 CP0258'
 CP0258'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF JACKSON AT
 CP0258'THE SOUTHEAST SECTION OF THE JACKSON MUNICIPAL AIRPORT,
 CP0258'152.5 FEET EAST OF THE SOUTHEAST CORNER OF THE ADMINSTRATION
 CP0258'BUILDING OF THE AIRPORT, 93 FEET NORTH OF THE NORTH CURB
 CP0258'OF LAVERNET ROAD, 92 FEET EAST OF THE CENTER OF THE AIRWAY
 CP0258'BEACON, 11 FEET SOUTH OF A 6 FOOT CYCLONE FENCE, 12 FEET
 CP0258'WEST OF A 6 FOOT CYCLONE FENCE, 16.5 FEET SOUTHWEST OF A
 CP0258'FENCE CORNER AND IN THE EXTREME NORTHEAST CORNER OF AN ASPHALT
 CP0258'SURFACED PARKING LOT FOR THE AIRPORT EMPLOYEES.  IT IS A
 CP0258'STANDARD DISK, STAMPED HAWKINS 1945, FLUSH WITH THE GROUND
 CP0258'AND ABOUT 4 INCHES LOWER THAN THE ASPHALT PARKING AREA.
 CP0258'
 CP0258'REFERENCE MARK NO. 1 IS 92.03 FEET WEST OF THE STATION DIRECTLY
 CP0258'UNDER THE CENTER OF THE AIRPORT BEACON, 65 FEET EAST-SOUTHEAST
 CP0258'OF THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 15
 CP0258'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 CP0258'BUILDING, 27 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK,
 CP0258'24.5 FEET WEST OF THE WEST EDGE OF THE PARKING LOT.  IT IS
 CP0258'A STANDARD DISK, STAMPED HAWKINS NO 1 1945, FLUSH WITH THE
 CP0258'GROUND BUT ABOUT 2 FEET ABOVE THE SURROUNDING AREA.
 CP0258'
 CP0258'BENCH MARK Y 167 (REFERENCE MARK NO. 2) IS 16.67 FEET NORTHEAST
 CP0258'OF THE STATION 102 FEET NORTH OF THE NORTH CURB OF LAVERNET
 CP0258'ROAD, 170 FEET EAST OF THE SOUTHEAST CORNER SOUTHEAST OF A
 CP0258'FENCE CORNER AND 1 FOOT EAST OF A FENCE LINE.  IT IS A STANDARD
 CP0258'BENCH MARK DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CP0258'POST FLUSH WITH THE GROUND.  IT IS STAMPED Y 167 1944.
 CP0258'
 CP0258'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN JACKSON
 CP0258'GO NORTH ON N, STATE STREET FOR 2.0 MILE TO WODROW WILSON
 CP0258'AVE., TURN LEFT, WEST AND GO WEST ON WODROW WILSON AVE.
 CP0258'FOR 2.4 MILES TO THE ENTRANCE TO THE AIRPORT, TURN RIGHT AND
 CP0258'GO 0.35 MILE TO THE STATION ON THE RIGHT.
 CP0258
 CP0258                          STATION RECOVERY (1961)
 CP0258
 CP0258'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0258'THE STATION WAS VISITED 10-10-61.  THE STATION, R.M. NO. 1 AND
 CP0258'B.M. Y 167 WERE FOUND IN GOOD CONDITION.  THE 1957 DESCRIPTION
 CP0258'BY R.A.G. IS ADEQUATE.
 CP0258'
 CP0258'THE AZIMUTH MARK HAS BEEN DESTROYED AS NOTED IN 1957 RECOVERY
 CP0258'NOTE BY R.A.G.
 CP0258
 CP0258                          STATION RECOVERY (1967)
 CP0258
 CP0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 CP0258'THIS STATION WAS RECOVERED AS DESCRIBED.
 CP0258'
 CP0258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 CP0258'THE NORTH WEST SECTION OF JACKSON, MISS.
 CP0258
 CP0258                          STATION RECOVERY (1977)
 CP0258
 CP0258'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0258'THE STATION WAS VISITED 9-9-77 AND THE STATION MARK, RM NO 1 AND
 CP0258'BENCH MARK Y 167 (RM NO 2) WERE FOUND IN GOOD CONDITION.
 CP0258'
 CP0258'THE STATION IS LOCATED 2.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0258'JACKSON AT THE NORTHEAST CORNER OF A PARKING LOT ON THE EAST SIDE OF
 CP0258'THE AIRPORT TERMINAL AT HAWKINS FIELD, 0.4 MILE NORTH OF THE
 CP0258'JACKSON MUNICIPAL GOLF COURSE HEADQUARTERS, NEAR THE CENTER OF THE
 CP0258'SOUTH SIDE OF SECTION 29, T 6N, R 1E.  IT IS 227 FEET EAST OF THE
 CP0258'PROJECTED CENTER OF AIRPORT ROAD, 152 FEET EAST OF THE
 CP0258'SOUTHEAST CORNER OF THE MAIN STRUCTURE OF THE TERMINAL BUILDING,
 CP0258'122 FEET NORTH OF THE CENTER OF LAVERNET ROAD, 94.5 FEET
 CP0258'NORTH-NORTHEAST OF A FIRE HYDRANT, 87 FEET NORTHEAST OF THE
 CP0258'NORTHEAST LEG OF THE BEACON TOWER, 16 FEET SOUTHWEST OF A
 CP0258'CYLCONE FENCE CORNER, 12 FEET WEST OF A FENCE, 11 FEET SOUTH OF A
 CP0258'FENCE, 11.5 FEET SOUTHWEST OF A STREET LAMP, 10.5 FEET NORTH OF
 CP0258'THE PROJECTED PLANE OF THE SOUTH WALL OF THE TERMINAL
 CP0258'BUILDING AND IS ABOUT 4 INCHES BELOW THE PARKING LOT.  IT IS A
 CP0258'TRIANGULATION DISK, STAMPED HAWKINS 1945.
 CP0258'
 CP0258'REFERENCE MARK NO 1 IS 92.03 FEET WEST OF THE STATION.  IT IS 97.5
 CP0258'FEET NORTH OF THE CENTER OF LAVERNET ROAD, 65 FEET EAST-SOUTHEAST
 CP0258'OF THE SOUTHEAST CORNER OF THE AIRPORT TERMINAL, 37 FEET SOUTH OF A
 CP0258'FENCE, 30.5 FEET EAST-NORTHEAST OF A POWER POLE WITH A LAMP AND
 CP0258'TRANSFORMERS, 15 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH
 CP0258'WALL OF THE TERMINAL, 6.5 FEET NORTHEAST OF THE SOUTHWEST LEG OF
 CP0258'THE TOWER, 6.5 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER ABOUT
 CP0258'2 FEET ABOVE THE LEVEL OF THE SURROUNDING AREA AND IS FLUSH WITH
 CP0258'THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED HAWKINS NO
 CP0258'1 1945.
 CP0258'
 CP0258'BENCH MARK Y 167 (REFERENCE MARK NO 2) IS 16.67 FEET NORTHEAST OF THE
 CP0258'STATION.  IT IS 145 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 CP0258'METAL HANGER, 132 FEET NORTH OF THE CENTER OF LAVERNET ROAD, 20
 CP0258'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 CP0258'TERMINAL, 6 FEET EAST OF A STREET LAMP, 2 FEET SOUTHEAST OF A CYCLONE
 CP0258'FENCE CORNER SET IN THE TOP OF A SQUARE CONCRETE POST SURROUNDED BY
 CP0258'A CONCRETE SLAB AND IS ABOUT 5 INCHES ABOVE THE BENCH MARK DISK,
 CP0258'STAMPED Y 167 1944.
 CP0258'
 CP0258'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING AT THE EAST END OF
 CP0258'CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR 2 MILES TO
 CP0258'THE INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON
 CP0258'WOODROW WILSON BLVD. FOR 1.25 MILES TO A FIVE POINT INTERSECTION.
 CP0258'CONTINUE STRAIGHT AHEAD ON WOODROW WILSON BLVD FOR 1.15 MILES TO A
 CP0258'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 0.35
 CP0258'MILE TO THE AIRPORT TERMINAL AND THE STATION AS DESCRIBED.
 CP0258'
 CP0258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.65 MILES
 CP0258'NORTHWEST OF JACKSON.
 CP0258
 CP0258                          STATION RECOVERY (1977)
 CP0258
 CP0258'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0258'2.65 MI NW FROM JACKSON.
 CP0258'THE MARK IS LOCATED 2.65 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0258'JACKSON AT THE NORTHEAST CORNER OF A PARKING LOT ON THE EAST SIDE OF
 CP0258'THE AIRPORT TERMINAL AT HAWKINS FIELD, 0.4 MILE NORTH OF THE JACKSON
 CP0258'MUNICIPAL GOLF COURSE HEADQUARTERS NEAR THE CENTER OF THE SOUTH SIDE
 CP0258'OF SECTION 29, T 6N, R 1E.  IT IS 227 FEET EAST OF THE PROJECTED
 CP0258'CENTER OF AIRPORT ROAD, 152 FEET EAST OF THE SOUTHEAST CORNER OF THE
 CP0258'MAIN STRUCTURE OF THE TERMINAL BUILDING, 122 FEET NORTH OF THE CENTER
 CP0258'OF LAVERNET ROAD, 94.5 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 87 FEET
 CP0258'NORTHEAST OF THE NORTHEAST LEG OF THE BEACON TOWER, 16 FEET SOUTHWEST
 CP0258'OF A CYCLONE FENCE CORNER, 11.5 FEET SOUTHWEST OF A STREET LAMP, 10.5
 CP0258'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE TERMINAL,
 CP0258'SET IN THE TOP OF A SQUARE CONCRETE POST AND IS ABOUT 4 INCHES BELOW
 CP0258'THE PARKING LOT.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT THE
 CP0258'EAST END OF CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR 2
 CP0258'MILES TO THE INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO
 CP0258'WEST ON WOODROW WILSON BLVD. FOR 1.25 MILES TO A FIVE POINT
 CP0258'INTERSECTION.  CONTINUE WEST ON WOODROW WILSON BLVD. FOR 1.15 MILES TO
 CP0258'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 0.35
 CP0258'MILE TO THE MARK ON THE LEFT JUST BEYOND A SHARP CURVE IN THE ROAD.
 CP0258
 CP0258                          STATION RECOVERY (1977)
 CP0258
 CP0258'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 CP0258'RECOVERED IN GOOD CONDITION.
 CP0258
 CP0258                          STATION RECOVERY (1978)
 CP0258
 CP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 CP0258'THE STATION, REFERENCE MARK ONE AND BM Y 167 1944 WERE RECOVERED AS
 CP0258'DESCRIBED IN GOOD CONDITION.
 CP0258'
 CP0258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MI. NORTHWEST
 CP0258'OF JACKSON.
 CP0258
 CP0258                          STATION RECOVERY (1980)
 CP0258
 CP0258'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP0258'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CP0258
 CP0258                          STATION RECOVERY (1982)
 CP0258
 CP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 CP0258'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED IN QUAD
 CP0258'320902 STA 1036.
 CP0258'
 CP0258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAWKINS FIELD.
 CP0258
 CP0258                          STATION RECOVERY (1982)
 CP0258
 CP0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP0258'RECOVERED IN GOOD CONDITION.
 CP0258
 CP0258                          STATION RECOVERY (1990)
 CP0258
 CP0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0258'RECOVERED IN GOOD CONDITION.
 CP0258
 CP0258                          STATION RECOVERY (2000)
 CP0258
 CP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0258'RECOVERED. DESCRIPTION STILL ADEQUATE.  MARK IS ACCESSIBLE THROUGH A
 CP0258'GATE IN THE FENCE ALMOST DIRECTLY SOUTH OF IT.
 CP0258
 CP0258                          STATION RECOVERY (2000)
 CP0258
 CP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CP0258'RECOVERED AS DESCRIBED.
 CP0258
 CP0258                          STATION RECOVERY (2007)
 CP0258
 CP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (KDS)
 CP0258'MARK IS NOW 18.0 FT (5.5 M) WEST OF W EOP OF CONCRETE DRIVEWAY, 13.75
 CP0258'FT (4.2 M) SOUTH OF SO.  EOP OF CONCRETE SIDEWALK, 27.4 FT (8.4 M)
 CP0258'NORTHWEST OF NW CORNER OF GRATE IN FLUSH FIELD INLET ON W SIDE OF
 CP0258'DRIVEWAY, AND 73.0 FT (22.3 M) NORTH OF PERIMETER CHAIN LINK FENCE.
 CP0258'PREVIOUSLY REFERENCED CYCLONE FENCE AND STREET LAMP ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2741 ***********************************************************************
 CP2741  DESIGNATION -  HAWKINS
 CP2741  PID         -  CP2741
 CP2741  STATE/COUNTY-  MS/WARREN
 CP2741  USGS QUAD   -  BIG BLACK (1973)
 CP2741
 CP2741                         *CURRENT SURVEY CONTROL
 CP2741  ___________________________________________________________________
 CP2741* NAD 83(1993)-  32 14 58.10274(N)    090 48 21.87572(W)     ADJUSTED  
 CP2741* NAVD 88     -        93.60   (+/-2cm)     307.1    (feet)  VERTCON   
 CP2741  ___________________________________________________________________
 CP2741  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CP2741  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2741  HORZ ORDER  -  FIRST
 CP2741  VERT ORDER  -  THIRD ? (See Below)
 CP2741
 CP2741.The horizontal coordinates were established by classical geodetic methods
 CP2741.and adjusted by the National Geodetic Survey in May 1994.
 CP2741
 CP2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2741.The vertical order pertains to the NGVD 29 superseded value.
 CP2741
 CP2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2741
 CP2741.The geoid height was determined by GEOID03.
 CP2741
 CP2741;                    North         East     Units Scale Factor Converg.
 CP2741;SPC MS W     -   304,909.793   655,452.389   MT  0.99997446   -0 15 08.1
 CP2741;SPC MS W     - 1,000,358.21  2,150,430.05   sFT  0.99997446   -0 15 08.1
 CP2741;UTM  15      - 3,570,200.625   706,686.643   MT  1.00012684   +1 10 16.0
 CP2741
 CP2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2741!SPC MS W     -   0.99998946  x   0.99997446  =   0.99996392
 CP2741!UTM  15      -   0.99998946  x   1.00012684  =   1.00011630
 CP2741
 CP2741|---------------------------------------------------------------------|
 CP2741| PID    Reference Object                     Distance      Geod. Az  |
 CP2741|                                                           dddmmss.s |
 CP2741| CY3752 HAWKINS RM 1                         53.428 METERS 11350     |
 CP2741| CP2744 HAWKINS 2                            35.604 METERS 12218     |
 CP2741| CY3755 HAWKINS 2 RM 3                       35.613 METERS 14037     |
 CP2741| CY3756 HAWKINS 2 RM 4                                     1923658.1 |
 CP2741| CY3751 HAWKINS AZ MK                                      1984809.2 |
 CP2741| CY3753 HAWKINS RM 2                        185.000 METERS 24122     |
 CP2741| CP2757 VICKSBURG NATL PARK UNION MEM       APPROX.15.1 KM 3385015.2 |
 CP2741| CP2767 VICKSBURG NATL PARK LA MEM          APPROX.12.5 KM 3420731.4 |
 CP2741| CP2760 VICKSBURG NATL PARK WIS MEM         APPROX.13.2 KM 3455357.9 |
 CP2741|---------------------------------------------------------------------|
 CP2741
 CP2741                          SUPERSEDED SURVEY CONTROL
 CP2741
 CP2741  NAD 83(1986)-  32 14 58.11577(N)    090 48 21.87149(W) AD(       ) 1
 CP2741  NAD 27      -  32 14 57.57700(N)    090 48 21.49800(W) AD(       ) 1
 CP2741  NGVD 29 (07/19/86)   93.63   (m)          307.2    (f) LEVELING    3  
 CP2741
 CP2741.Superseded values are not recommended for survey control.
 CP2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2741.See file dsdata.txt to determine how the superseded data were derived.
 CP2741
 CP2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0668770201(NAD 83)
 CP2741_MARKER: DS = TRIANGULATION STATION DISK
 CP2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2741
 CP2741  HISTORY     - Date     Condition        Report By
 CP2741  HISTORY     - 1931     MONUMENTED       CGS
 CP2741  HISTORY     - 1948     GOOD             CGS
 CP2741  HISTORY     - 1957     GOOD             CGS
 CP2741  HISTORY     - 1967     GOOD             MSHD
 CP2741  HISTORY     - 1971     GOOD             MSSU
 CP2741  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CP2741
 CP2741                          STATION DESCRIPTION
 CP2741
 CP2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP)
 CP2741'STATION IS ABOUT 8 MILES SE OF VICKSBURG, ON PROPERTY OF
 CP2741'MERCER HAWKINS.  THE MARK IS ON THE SUMMIT OF A KNOLL ABOUT
 CP2741'225 METERS NE OF THIS POINT, 8 METERS S OF A CISTERN 20 METERS
 CP2741'SW OF CORNER OF WIRE FENCE AND SW CORNER OF PLOWED FIELD,
 CP2741'ABOUT 200 METERS N OF A POND, 15 METERS NE OF A 4-FOOT OAK
 CP2741'TREE, AND 45 METERS NE OF A 4-FOOT PINE TREE WITH BROKEN TOP.
 CP2741'
 CP2741'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CP2741'DISKS SET IN CONCRETE.
 CP2741'
 CP2741'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT W OF WIRE
 CP2741'FENCE AND PLOWED FIELD, AND 3 METERS NW OF 14-INCH BLACK
 CP2741'WALNUT TREE.  REFERENCE MARK NO. 2 IS SW OF THE STATION 15
 CP2741'METERS NE OF THE CENTER LINE OF THE ROAD, JUST ACROSS THE
 CP2741'ROAD FROM A FARMHOUSE, AND 25 METERS SE OF LANE LEADING
 CP2741'INTO STATION.
 CP2741'
 CP2741'REACHED BY FOLLOWING THE FISHER FERRY PAVED ROAD TO GRAVELED
 CP2741'T-INTERSECTION ROAD AT END OF PAVED ROAD, THEN TURN LEFT
 CP2741'SE ON GRAVELED ROAD 1.8 MILES TO A GRAVELED ROAD TO THE LEFT
 CP2741'(N) OPPOSITE THE ANTIOCH CHURCH.  TURN LEFT ON THIS ROAD
 CP2741'AND FOLLOW 2.6 MILES TO A T-ROAD.  TURN RIGHT AND FOLLOW S
 CP2741'0.4 MILE TO A LANE LEADING NE (LEFT).
 CP2741'
 CP2741'HEIGHT OF SIGNAL ABOVE STATION MARK - 36 METERS.
 CP2741
 CP2741                          STATION RECOVERY (1948)
 CP2741
 CP2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2741'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.P. IN 1931 AND
 CP2741'ALL MARKS WERE FOUND IN GOOD CONDITION.  SURFACE, UNDERGROUND,
 CP2741'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CP2741'A DISCREPANCY WAS
 CP2741'FOUND IN THE DISTANCE FROM TRIANGULATION STATION HAWKINS
 CP2741'TO REFERENCE MARK NO. 2 BY THIS PARTY AND WAS RE-CHECKED
 CP2741'AND DETERMINED THAT THE MEASUREMENT MADE IN 1931 WAS IN
 CP2741'ERROR.  AN AZIMUTH MARK WAS SET BY THIS PARTY.  THE ORIGINAL
 CP2741'DESCRIPTION IS STILL ADEQUATE.  A COMPLETE DESCRIPTION
 CP2741'FOLLOWS--
 CP2741'
 CP2741'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF VICKSBURG
 CP2741'ON LAND OWNED BY MR. MERCER HAWKINS.  IT IS 42 FEET SOUTH OF
 CP2741'A 2-FOOT WALNUT TREE, 36 FEET NORTHWEST OF A FENCE, 21 FEET
 CP2741'SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE CISTERN, AND
 CP2741'2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND
 CP2741'THE DISK IS STAMPED HAWKINS 1931.
 CP2741'
 CP2741'REFERENCE MARK NO. 1 IS 175.40 FEET EAST-SOUTHEAST OF THE
 CP2741'STATION AND 10 FEET NORTHWEST OF AN 18-INCH WALNUT TREE,
 CP2741'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HAWKINS NO
 CP2741'1 1931.
 CP2741'
 CP2741'REFERENCE MARK NO. 2 IS 607 FEET (SLOPE MEASUREMENT) SOUTHWEST
 CP2741'OF THE STATION, 50 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 CP2741'OF A GRAVELED ROAD, AND 40 FEET SOUTH OF A WOODEN FENCE.
 CP2741'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HAWKINS
 CP2741'NO 2 1931.
 CP2741'
 CP2741'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHWEST
 CP2741'OF THE STATION, 31 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE
 CP2741'OF THE GRAVELED ROAD, 6 FEET SOUTHEAST OF A WITNESS POST,
 CP2741'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES,
 CP2741'AND THE DISK IS STAMPED HAWKINS 1948.
 CP2741'
 CP2741'TO REACH THE STATION FROM THE JUNCTION OF CHERRY STREET
 CP2741'AND THE HALLS FERRY ROAD IN VICKSBURG, GO SOUTHEASTERLY
 CP2741'ON HALLS FERRY ROAD FOR 3.3 MILES TO A GRAVELED SIDE ROAD
 CP2741'LEFT AND THE S.E. GREEN GROCERY STORE ON THE RIGHT, HERE
 CP2741'TURN LEFT AND GO 1.3 MILES TO A ROAD LEFT, CONTINUE SOUTHEASTERLY
 CP2741'ON THE MAIN TRAVELED GRAVELED ROAD FOR 5.1 MILES TO A LANE
 CP2741'ON THE LEFT LEADING TO THE HAWKINS FARM, *TURN LEFT AND FOLLOW
 CP2741'THE LANE FOR 0.35 MILE TO THE STATION ON THE RIGHT AT THE
 CP2741'TOP OF THE KNOLL.
 CP2741'
 CP2741'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE
 CP2741'GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT
 CP2741'AS DESCRIBED.
 CP2741'
 CP2741'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2741
 CP2741                          STATION RECOVERY (1957)
 CP2741
 CP2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2741'THE STATION WAS VISITED 1-22-57 AND ALL MARKS WERE FOUND
 CP2741'IN GOOD CONDITION.  A NEW DESCRIPTION OF THE STATION FOLLOWS--
 CP2741'
 CP2741'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF VICKSBURG,
 CP2741'ON THE SUMMIT OF A KNOLL IN A PASTURE OWNED BY KERCER HAWKINS,
 CP2741'ABOUT 650 FEET NORTHEAST OF A GRAVELED ROAD AND ABOUT 500
 CP2741'FEET EAST OF A POND, 26 FEET SOUTH-SOUTHEAST OF THE CENTER
 CP2741'OF AN OLD CONCRETE CISTERN, 33 FEET NORTH-NORTHWEST OF A
 CP2741'FENCE LINE, 42 FEET SOUTHWEST OF A 2-FOOT WALNUT TREE, AND 2
 CP2741'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CP2741'HAWKINS 1931, PROJECTING 5 INCHES.
 CP2741'
 CP2741'REFERENCE MARK IS 175.40 FEET EAST-SOUTHEAST OF THE STATION,
 CP2741'58 FEET SOUTHEAST OF A FENCE LINE AND 10 FEET NORTHWEST OF
 CP2741'A 2-FOOT WALNUT TREE.  IT IS A STANDARD DISK, HAWKINS NO 1
 CP2741'1931, PROJECTING 6 INCHES.
 CP2741'
 CP2741'REFERENCE MARK IS 607 FEET, SLOPE MEASUREMENT, SOUTHWEST
 CP2741'OF THE STATION, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 CP2741'THE FARM LANE LEADING TO THE STATION AND A GRAVELED ROAD.
 CP2741'IT IS 50 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 CP2741'31 FEET SOUTH-SOUTHEAST OF A WOODEN FENCE OF A CORAL OR
 CP2741'FEEDING LOT, 18.5 FEET NORTHEAST OF A WIRE FENCE AND 16
 CP2741'FEET NORTHWEST OF A WASH.  IT IS A STANDARD DISK, STAMPED
 CP2741'HAWKINS NO 2 1931, PROJECTING 6 INCHES.
 CP2741'
 CP2741'THE AZIMUTH MARK IS 0.4 MILE SOUTH-SOUTHEAST OF THE STATION IN
 CP2741'THE NORTHWEST ANGLE OF THE GRAVELED ROAD AND A DRIVEWAY LEADING
 CP2741'NORTH TO ED GASKINS HOUSE, 30 FEET NORTHEAST OF THE CENTER
 CP2741'OF THE GRAVELED ROAD, 28 FEET NORTHWEST OF THE CENTER OF THE
 CP2741'DRIVEWAY, AND 7 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 CP2741'IT IS A STANDARD DISK, STAMPED HAWKINS 1948, PROJECTING
 CP2741'6 INCHES.
 CP2741'
 CP2741'TO REACH THE STATION FROM THE COURTHOUSE IN VICKSBURG, GO
 CP2741'SOUTH ON CHERRY STREET FOR 0.9 MILE TO A FORK, TAKE LEFT
 CP2741'FORK AND GO SOUTHERLY ON HALLS FERRY ROAD FOR 3.4 MILES TO
 CP2741'A SIDE ROAD LEFT AND S.E. GREENS STORE ON THE RIGHT, TURN
 CP2741'LEFT AND GO 0.3 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.7 MILE
 CP2741'TO A FORK, TAKE RIGHT FORK AND GO SOUTHEAST FOR 4.55 MILES
 CP2741'TO A FARM ROAD LEFT AT THE SOUTH END OF A POND, TURN LEFT,
 CP2741'PASSING THROUGH A LOCKED BOARD GATE AND GO ABOUT 0.35 MILE
 CP2741'TO THE TOP OF THE KNOLL AND THE STATION.
 CP2741'
 CP2741'TO REACH THE AZIMUTH FROM THE BOARD GATE, CONTINUE SOUTHEAST
 CP2741'ON GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
 CP2741'
 CP2741'NOTE--REFERENCE MARK NO. 2 IS JUST SOUTHEAST OF THE GATE
 CP2741'AND CORAL.
 CP2741
 CP2741                          STATION RECOVERY (1967)
 CP2741
 CP2741'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2741'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CP2741'
 CP2741'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 28, T 15N,
 CP2741'R 4E, ON LAND OWNED BY KERCER HAWKINS, APPROXIMATELY 8.2 MILES
 CP2741'SOUTHEAST OF VICKSBURG, 8.3 MILES SOUTHWEST OF BOVINA, 5.2 MILES
 CP2741'WEST OF THE BIG BLACK RIVER ON A HILL IN A PASTURE IN AN AREA NEAR
 CP2741'WHERE WAS ONCE A HOUSE SITE.
 CP2741'
 CP2741'TO REACH FROM THE MAIN OFFICE OF THE U.S. ARMY ENGINEERS WATERWAYS
 CP2741'EXPERIMENT STATION LOCATED SOUTHEAST OF VICKSBURG, GO SOUTHEAST ON
 CP2741'HALLS FERRY ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  CONTINUE
 CP2741'SOUTHEAST ON HALLS FERRY ROAD FOR 2.0 MILES TO ANOTHER SIDE ROAD
 CP2741'LEFT.  TURN LEFT (SOUTHEAST) AND CONTINUE ON AN ALL WEATHER ROAD
 CP2741'FOR 2.35 MILES TO A T INTERSECTION TURN LEFT (NORTHEAST AND
 CP2741'CONTINUE ON AN ALL WEATHER ROAD FOR 0.6 MILES TO ANOTHER T
 CP2741'INTERSECTION.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON AN ALL
 CP2741'WEATHER ROAD FOR 0.4 MILE TO A TRACK ROAD WITH A WOODEN GATE
 CP2741'ACROSS IT AND R.M. NO. 2 ON THE LEFT AS DESCRIBED.  (TURN LEFT
 CP2741'(NORTHEAST) AND CONTINUE ON A TRACK ROAD FOR APPROXIMATELY 0.10
 CP2741'MILE TO A GAP.  TURN LEFT THROUGHT THE GAP AND CONTINUE
 CP2741'NORTHEAST ON A TRACK ROAD FOR APPROXIMATELY 150 FEET TO AN
 CP2741'OLD CISTERN AND THE STATION ON THE RIGHT AS DESCRIBED) TO
 CP2741'REACH THE AZIMUTH CONTINUE SOUTHEAST ON AN ALL WEATHER ROAD FOR
 CP2741'0.35 MILE TO A DRIVEWAY AND THE MARK ON THE LEFT AS DESCRIBED.
 CP2741'(NOTE) THE AZIMUTH IS VISIBLE FROM THE STATION.
 CP2741'
 CP2741'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF A 14 INCH SQUARE,
 CP2741'CONCRETE POST EXCEPT THE AZIMUTH WHICH IS SET IN THE TOP OF AN 11
 CP2741'INCH SQUARE, CONCRETE POST.
 CP2741'
 CP2741'THE STATION DISK IS STAMPED HAWKINS 1931 AND PROJECTS 5 INCHES.
 CP2741'
 CP2741'IT IS 64 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 41.5 FEET
 CP2741'SOUTHWEST OF A 30 INCH WALNUT TREE, 40 FEET SOUTHEAST OF A FENCE,
 CP2741'21 FEET SOUTH SOUTHEAST OF ATHE SOUTH EDGE OF A LARGE ABANDONED
 CP2741'CISTERN, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 CP2741'
 CP2741'R.M. 1 IS STAMPED HAWKING NO. 1 1931 AND PROJECTS 6 INCHES.
 CP2741'
 CP2741'IT IS 179 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A LARGE ABANDONED
 CP2741'CISTERN, 160 FEET SOUTHEAST OF A 30 INCH WALNUT TREE, 8.5 FEET
 CP2741'NORTHWEST OF A 30 INCH WALNUT TREE AND 1 FOOT SOUTHEAST OF A METAL
 CP2741'WITNESS POST.
 CP2741'
 CP2741'R.M. 2 IS STAMPED HAWKINS NO. 2 1931 AND PROJECTS 5 INCHES.
 CP2741'
 CP2741'IT IS 607 FEET SOUTHWEST OF THE STATION, 81 FEET SOUTHEAST OF THE
 CP2741'CENTER OF THE TRACK ROAD, 66 FEET SOUTHEAST OF A TWIN 16 INCH
 CP2741'HICKORY, 61.5 FEET NORTHWEST OF A 20 INCH OAK, 47 FEET NORTHEAST OF
 CP2741'THE CENTER OF THE GRAVEL ROAD, 46 FEET EAST SOUTHEAST OF A
 CP2741'FENCE CORNER, 41 FEET SOUTHEAST OF A FENCE, 38 FEET EAST OF A 16
 CP2741'INCH OAK, 18 FEET NORTHEAST OF A FENCE AND 1 FOOT NORTHEAST OF
 CP2741'A METAL WITNESS POST.
 CP2741'
 CP2741'THE AZIMUTH MARK IS STAMPED HAWKINS (1948) AND PROJECTS 6 INCHES.
 CP2741'
 CP2741'IT IS 0.4 MILE SOUTH SOUTHEAST OF THE STATION, APPROXIMATELY 290
 CP2741'FEET SOUTHWEST OF THE OF THE NORTHWEST CORNER OF A CEMETERY, 41 FEET
 CP2741'NORTH OF THE CENTER OF THE INTERSECTION OF THE DRIVEWAY AND THE
 CP2741'GRAVEL ROAD, 30 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY, 29
 CP2741'FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 11 FEET
 CP2741'NORTHWEST OF AN 8 INCH PIPE, 3.5 FEET NORTHEAST OF A FENCE CORNER
 CP2741'AND 1.4 FEET NORTHEAST OF A METAL WITNESS POST.
 CP2741
 CP2741                          STATION RECOVERY (1971)
 CP2741
 CP2741'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (JWR)
 CP2741'$
 CP2741'HAWKINS 1931-GOOD
 CP2741'
 CP2741'HAWKINS NO 1 1931-GOOD
 CP2741'
 CP2741'HAWKINS NO 2 1931-GOOD
 CP2741'
 CP2741'HAWKINS 1948 (AZIMUTH)-GOOD
 CP2741'
 CP2741'1957 DESCRIPTION BY R.A.G. IS CORRECT AND ADEQUATE WITH
 CP2741'THE TWO FOLLOWING EXCEPTIONS--ALBERT PAXTON NOW OWNS THE
 CP2741'PROPERTY, S.E. GREENS STORE HAS BEEN ELIMINATED.  STOP SHOP
 CP2741'NO 2 NOW IS ON THE ADJACENT LOT.
 CP2741
 CP2741                          STATION RECOVERY (1973)
 CP2741
 CP2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 CP2741'THE STATION WAS VISITED 1-30-73 AND THE STATION, REFERENCE
 CP2741'MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CP2741'CONDITION.  THE LAND OWNED MR. NICK COCILOVA, REQUESTED
 CP2741'THE STATION AND REFERENCE MARK NO. 2 MOVED AT THIS DATE.
 CP2741'THE STATION WAS MOVED BY ESTABLISHING HAWKINS 2 1973, 35.604
 CP2741'METERS SSE OF THE STATION.  REFERENCE MARK NO. 1 WAS USED
 CP2741'AS A REFERENCE MARK FOR THE NEW STATION.  REFERENCE MARK NO.
 CP2741'3 WAS ESTABLISHED AT THIS DATE AND REFERENCE MARK NO. 2
 CP2741'WAS DESTROYED AND THE DISK RECLAIMED.  THE DISTANCE TO
 CP2741'REFERENCE MARK NO. 1 CHECKED AND THE DIRECTIONS TO BOTH
 CP2741'REFERENCE MARKS CHECKED SATISFACTORLY.  A NEW AZIMUTH
 CP2741'MARK WAS ESTABLISHED FOR THE NEW STATION HOWEVER THE OLD
 CP2741'AZIMUTH MARK WAS LEFT INTACT BUT MAY BE SUBJECT TO
 CP2741'DESTRUCTION WHEN THE ROAD IS IMPROVED.  THE SURFACE MARK
 CP2741'WAS RECLAIMED HOWEVER THE UNDERGROUND DISK WILL BE UNDER THE
 CP2741'FOUNDATION OF A NEW HOUSE TO BE BUILT ON THE SITE.  SEE
 CP2741'DESCRIPTION FOR HAWKINS 2 1973.
 CP2741'
 CP2741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILE
 CP2741'SE OF VICKSBURG
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2744 ***********************************************************************
 CP2744  DESIGNATION -  HAWKINS 2
 CP2744  PID         -  CP2744
 CP2744  STATE/COUNTY-  MS/WARREN
 CP2744  USGS QUAD   -  BIG BLACK (1973)
 CP2744
 CP2744                         *CURRENT SURVEY CONTROL
 CP2744  ___________________________________________________________________
 CP2744* NAD 83(1993)-  32 14 57.48523(N)    090 48 20.72595(W)     NO CHECK  
 CP2744* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CP2744  ___________________________________________________________________
 CP2744  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CP2744  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CP2744  HORZ ORDER  -  SECOND
 CP2744
 CP2744.The horizontal coordinates were established by classical geodetic methods
 CP2744.and adjusted by the National Geodetic Survey in May 1994.
 CP2744.No horizontal observational check was made to the station.
 CP2744
 CP2744.The orthometric height was scaled from a topographic map.
 CP2744
 CP2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2744
 CP2744.The geoid height was determined by GEOID03.
 CP2744
 CP2744;                    North         East     Units Scale Factor Converg.
 CP2744;SPC MS W     -   304,890.640   655,482.401   MT  0.99997443   -0 15 07.5
 CP2744;SPC MS W     - 1,000,295.37  2,150,528.51   sFT  0.99997443   -0 15 07.5
 CP2744;UTM  15      - 3,570,182.221   706,717.127   MT  1.00012699   +1 10 16.6
 CP2744
 CP2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2744!SPC MS W     -   0.99998940  x   0.99997443  =   0.99996383
 CP2744!UTM  15      -   0.99998940  x   1.00012699  =   1.00011639
 CP2744
 CP2744|---------------------------------------------------------------------|
 CP2744| PID    Reference Object                     Distance      Geod. Az  |
 CP2744|                                                           dddmmss.s |
 CP2744| CY3752 HAWKINS RM 1                         18.954 METERS 09747     |
 CP2744| CY3756 HAWKINS 2 RM 4                                     1952533.4 |
 CP2744| CY3751 HAWKINS AZ MK                                      2014952.5 |
 CP2744| CY3755 HAWKINS 2 RM 3                       11.342 METERS 22126     |
 CP2744| CP2741 HAWKINS                              35.604 METERS 30218     |
 CP2744|---------------------------------------------------------------------|
 CP2744
 CP2744                          SUPERSEDED SURVEY CONTROL
 CP2744
 CP2744  NAD 83(1986)-  32 14 57.49826(N)    090 48 20.72172(W) AD(       ) 2
 CP2744  NAD 27      -  32 14 56.95950(N)    090 48 20.34833(W) AD(       ) 2
 CP2744
 CP2744.Superseded values are not recommended for survey control.
 CP2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2744.See file dsdata.txt to determine how the superseded data were derived.
 CP2744
 CP2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0671770182(NAD 83)
 CP2744_MARKER: DS = TRIANGULATION STATION DISK
 CP2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2744+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 CP2744
 CP2744  HISTORY     - Date     Condition        Report By
 CP2744  HISTORY     - 1973     MONUMENTED       NGS
 CP2744  HISTORY     - 19810301 GOOD             MSSU
 CP2744  HISTORY     - 19811001 GOOD             MSSU
 CP2744  HISTORY     - 20051125 GOOD             MSSU
 CP2744
 CP2744                          STATION DESCRIPTION
 CP2744
 CP2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 CP2744'THE STATION IS LOCATED 8.2 MILES SOUTHEAST OF VICKSBURG, 8.0
 CP2744'MILES SOUTHWEST OF BOVINA AND ABOUT 5.0 MILES WEST OF THE
 CP2744'BIG BLACK RIVER, ON A HIGH HILL OWNED BY NICK COCILOVA,
 CP2744'IN THE TIMBERLANE COMMUNITY.  MR. COCILOVA LIVES IN THE HOUSE
 CP2744'JUST NORTH OF THE STATION.  IT IS IN THE NE 1/4 OF SEC.
 CP2744'28, T15N.,R4E, IT IS 112 FEET SOUTH OF A 3-FOOT WALNUT
 CP2744'TREE, 250 FEET SOUTH OF THE MAIN ROAD, RUNNING THROUGH
 CP2744'THE TIMBERLANE COMMUNITY, 415 FEET NORTH OF A FENCE LINE,
 CP2744'ABOUT 650 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND
 CP2744'1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 CP2744'TRIANGULATION STATION DISK, STAMPED HAWKINS 2 1973, FLUSH WITH
 CP2744'THE GROUND.
 CP2744'
 CP2744'REFERENCE MARK NO. 1 IS 62.18 FEET EAST OF THE STATION, 9 FEET
 CP2744'NORTHWEST OF A DEAD WALNUT TREE, 178 FEET SOUTHEAST OF A
 CP2744'3-FOOT WALNUT TREE, 315 FEET SOUTH OF THE ROAD, 390 FEET NORTH OF
 CP2744'A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 CP2744'A REFERENCE MARK DISK STAMPED HAWKINS NO 1 1931, PROJECTING 8
 CP2744'INCHES.
 CP2744'
 CP2744'REFERENCE MARK NO. 3 IS 37.21 FEET SOUTH-SOUTHWEST OF THE STATION,
 CP2744'95 FEET WEST OF THE 3-FOOT DEAD WALNUT TREE, 125 FEET SOUTHEAST
 CP2744'OF A 3-FOOT WALNUT TREE, 261 FEET SOUTH OF THE ROAD, 399 FEET NORTH
 CP2744'OF A FENCE LINE, 1 FOOT SOUTHEAST OF A WITNESS POST.  IT
 CP2744'IS A REFERENCE MARK DISK, STAMPED HAWKINS 2 1973, FLUSH WITH
 CP2744'THE GROUND.
 CP2744'
 CP2744'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS 0.45 MILE SOUTH OF THE
 CP2744'STATION, ON THE TOP OF A HILL, 134 FEET SOUTHWEST OF THE
 CP2744'SOUTHWEST EDGE OF A CEMETERY, 107 FEET NORTHEAST OF THE CENTER
 CP2744'OF THE GRAVELED ROAD, 207 FEET SOUTH-SOUTHEAST OF A DRIVEWAY,
 CP2744'2 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 1
 CP2744'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 CP2744'MARK DISK STAMPED HAWKINS W NO 4 1973, PROJECTING 4 INCHES.
 CP2744'
 CP2744'THE AZIMUTH MARK 0.4 MILE SOUTH OF THE STATION, 26 FEET
 CP2744'NORTHEAST OF A GRAVELED ROAD, 29 FEET NORTHWEST OF THE DRIVEWAY,
 CP2744'3 FEET NORTHEAST OF A FENCE LINE, AND 1.5 FEET NORTH OF A METAL
 CP2744'WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED HAWKINS 1948,
 CP2744'PROJECTING 6 INCHES.
 CP2744'
 CP2744'TO REACH THE STATION FROM THE COURTHOUSE IN VICKSBURG, GO SOUTH
 CP2744'ON CHERRY STREET FOR, 0.9 MILE TO A FORK, TAKE LEFT FORK
 CP2744'AND GO SOUTH ON HALLS FERRY ROAD FOR 3.4 MILES TO A SIDE
 CP2744'ROAD LEFT AND S.E. GREENS STORE ON THE RIGHT, TURN LEFT
 CP2744'AND GO 0.3 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.7
 CP2744'MILE TO A FORK, TAKE RIGHT FORK AND GO 4.55 MILES TO A
 CP2744'FARM ROAD LEFT AND ENTRANCE TO TIMBERLANE COMMUNITY, TURN
 CP2744'LEFT AND GO EAST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CP2744
 CP2744                          STATION RECOVERY (1981)
 CP2744
 CP2744'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2744'RECOVERED IN GOOD CONDITION.
 CP2744
 CP2744                          STATION RECOVERY (1981)
 CP2744
 CP2744'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2744'RECOVERED IN GOOD CONDITION.
 CP2744
 CP2744                          STATION RECOVERY (2005)
 CP2744
 CP2744'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (AEC)
 CP2744'PROCEED 0.9 MILES AND TURN RIGHT(W) ON TO 9-MILE CUTOFF ROAD FROM
 CP2744'CHINA GROVE ROAD.  GO 1.4 MILES TO END.  TURN LEFT(S) ONTO HALLS FERRY
 CP2744'ROAD AND GO 1.6 MILES.  TURN LEFT ONT TIMBERLANE DRIVE AND PROCEED FOR
 CP2744'.125 MILES.  TURN RIGHT INTO DRIVEWAY OF HOUSE.  MARK IS 25 YARDS
 CP2744'SOUTH FORM EDGE OF HOUSE IN A COW LOT AND ABOUT 75 YARDS SOUTH OF
 CP2744'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0257 ***********************************************************************
 CP0257  DESIGNATION -  HAWKINS RM 1
 CP0257  PID         -  CP0257
 CP0257  STATE/COUNTY-  MS/HINDS
 CP0257  USGS QUAD   -  JACKSON (1998)
 CP0257
 CP0257                         *CURRENT SURVEY CONTROL
 CP0257  ___________________________________________________________________
 CP0257* NAD 83(1993)-  32 19 43.88456(N)    090 12 58.85425(W)     ADJUSTED  
 CP0257* NAVD 88     -        96.80   (+/-2cm)     317.6    (feet)  VERTCON   
 CP0257  ___________________________________________________________________
 CP0257  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CP0257  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0257  HORZ ORDER  -  SECOND
 CP0257  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0257
 CP0257.This mark is at Hawkins Field Airport (HKS)
 CP0257
 CP0257.The horizontal coordinates were established by classical geodetic methods
 CP0257.and adjusted by the National Geodetic Survey in May 1994.
 CP0257
 CP0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0257.The vertical order pertains to the NGVD 29 superseded value.
 CP0257
 CP0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0257
 CP0257.The geoid height was determined by GEOID03.
 CP0257
 CP0257;                    North         East     Units Scale Factor Converg.
 CP0257;SPC MS W     -   313,620.322   711,014.089   MT  0.99995150   +0 03 45.2
 CP0257;SPC MS W     - 1,028,936.01  2,332,718.72   sFT  0.99995150   +0 03 45.2
 CP0257;UTM  15      - 3,580,293.591   762,032.439   MT  1.00044680   +1 29 22.1
 CP0257
 CP0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0257!SPC MS W     -   0.99998894  x   0.99995150  =   0.99994044
 CP0257!UTM  15      -   0.99998894  x   1.00044680  =   1.00043573
 CP0257
 CP0257                          SUPERSEDED SURVEY CONTROL
 CP0257
 CP0257  NAD 83(1986)-  32 19 43.89901(N)    090 12 58.84946(W) AD(       ) 2
 CP0257  NAD 27      -  32 19 43.37500(N)    090 12 58.53000(W) AD(       ) 2
 CP0257  NGVD 29 (??/??/??)   96.841  (m)          317.72   (f) ADJUSTED    1 2
 CP0257
 CP0257.Superseded values are not recommended for survey control.
 CP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0257.See file dsdata.txt to determine how the superseded data were derived.
 CP0257
 CP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6203280294(NAD 83)
 CP0257_MARKER: DR = REFERENCE MARK DISK
 CP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0257_STAMPING: HAWKINS NO 1 1945
 CP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0257+STABILITY: SURFACE MOTION
 CP0257
 CP0257  HISTORY     - Date     Condition        Report By
 CP0257  HISTORY     - 1945     MONUMENTED       CGS
 CP0257  HISTORY     - 1956     GOOD             CGS
 CP0257  HISTORY     - 1957     GOOD             CGS
 CP0257  HISTORY     - 1961     GOOD             MSHD
 CP0257  HISTORY     - 1967     GOOD             CGS
 CP0257  HISTORY     - 1972     GOOD             NGS
 CP0257  HISTORY     - 1975     GOOD             NGS
 CP0257  HISTORY     - 1977     GOOD             MSHD
 CP0257  HISTORY     - 1977     GOOD             MSHD
 CP0257  HISTORY     - 19770301 GOOD             MSSU
 CP0257  HISTORY     - 1982     GOOD             NGS
 CP0257  HISTORY     - 1982     GOOD             USGS
 CP0257  HISTORY     - 1990     GOOD             USPSQD
 CP0257
 CP0257                          STATION DESCRIPTION
 CP0257
 CP0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP0257'STATION IS LOCATED IN THE CENTER OF THE LAWN OF THE JACKSON
 CP0257'MUNICIPAL AIRPORT.  IT IS A STANDARD CIVIL AERONAUTICS BEACON,
 CP0257'PAINTED RED AND WHITE, AND IS ABOUT 60 FEET HIGH.
 CP0257'
 CP0257'REFERENCE MARK 1 TO TRIANGULATION STATION HAWKINS IS SET
 CP0257'DIRECTLY UNDER THE CENTER OF THE BEACON.
 CP0257'
 CP0257'THE POINT OBSERVED ON WAS THE REFERENCE MARK, THE DISTANCE
 CP0257'BEING 92.03 FEET (28.050 METERS).
 CP0257
 CP0257                          STATION RECOVERY (1956)
 CP0257
 CP0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 CP0257'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 CP0257'STATES THAT REFERENCE MARK 1 TO TRIANGULATION STATION HAWKINS
 CP0257'IS SET DIRECTLY UNDER THE CENTER OF THE BEACON.  THIS WAS
 CP0257'CHECKED BY INSTRUMENT AND WAS FOUND TO BE ABOUT 6 IN. OFF
 CP0257'THE PLUMB LINE TO THE CENTER SHAFT OF THE BEACON.  A MORE
 CP0257'PRECISE DESCRIPTION SHOULD READ AS FOLLOWS--
 CP0257'
 CP0257'LOCATED AT JACKSON MUNICIPAL AIRPORT, IN THE LAWN, 69 FT.
 CP0257'SE OF THE SE CORNER OF THE TERMINAL BUILDING RESTAURANT,
 CP0257'AND 37 FT. S OF A FENCE.  IT IS A 36-IN. DUAL-TYPE BEACON
 CP0257'ATOP A 60-FT. STEEL TOWER.
 CP0257'
 CP0257'REFERENCE MARK 1 TO TRIANGULATION STATION HAWKINS IS SET
 CP0257'UNDER THE BEACON, AND WITHIN ABOUT 6 IN. OF EXACT PLUMB
 CP0257'WITH THE BEACON CENTER SHAFT.
 CP0257'
 CP0257'THE POINT OBSERVED UPON WAS THE REFERENCE MARK, THE DISTANCE
 CP0257'BEING 92.03 FT. (28.050 M.).
 CP0257
 CP0257                          STATION RECOVERY (1957)
 CP0257
 CP0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0257'THE STATION WAS VISITED 2-19-57 AND FOUND IN GOOD CONDITION.
 CP0257'THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
 CP0257
 CP0257                          STATION RECOVERY (1961)
 CP0257
 CP0257'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP0257'THE STATION WAS VISITED 10-10-61 AND FOUND IN GOOD CONDITION.
 CP0257'THE 1956 DESCRIPTION BY H.J.B. IS ADEQUATE.
 CP0257
 CP0257                          STATION RECOVERY (1967)
 CP0257
 CP0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 CP0257'THIS STATION WAS RECOVERED AS DESCRIBED.
 CP0257'
 CP0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 CP0257'IN THE NORTH WEST SECTION OF JACKSON, MISS.
 CP0257
 CP0257                          STATION RECOVERY (1972)
 CP0257
 CP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLV)
 CP0257'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP0257'
 CP0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAWKINS
 CP0257'FIELD
 CP0257
 CP0257                          STATION RECOVERY (1975)
 CP0257
 CP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 CP0257'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP0257'
 CP0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAWKINS
 CP0257'FIELD
 CP0257
 CP0257                          STATION RECOVERY (1977)
 CP0257
 CP0257'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP0257'THE STATION SITE WAS VISITED 9-9-77 AND THE BEACON WAS FOUND TO BE
 CP0257'STANDING AND IN GOOD CONDITION.  THE 1945 AND 1956 LOCAL INFORMATION
 CP0257'IS ADEQUATE.  THE MUNICIPAL AIRPORT HAS BEEN MOVED AND THE OLD
 CP0257'ONE IS NOW CALLED HAWKINS FIELD.  IT IS LOCATED 2.65 MILES
 CP0257'NORTHWEST OF THE CENTER OF DOWNTOWN JACKSON ON THE LAWN OF THE
 CP0257'EAST SIDE OF THE AIRPORT TERMINAL BUILDING, 0.4 MILE NORTH OF THE
 CP0257'MUNICIPAL GOLF COURSE NEAR THE CENTER OF THE SOUTH SIDE OF SECTION
 CP0257'29, T 6N, R 1E.  TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO
 CP0257'NORTH ON NORTHWEST STREET FOR 1.95 MILES TO THE INTERSECTION OF
 CP0257'WOODROW WILSON DRIVE.  TURN LEFT AND GO WEST ON WOODROW
 CP0257'WILSON DRIVE FOR 0.9 MILE TO A FIVE POINT INTERSECTION.  CONTINUE
 CP0257'STRAIGHT AHEAD ON WOODROW WILSON DRIVE FOR 1.15 MILES TO A
 CP0257'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 0.35
 CP0257'MILE TO THE BEACON ON THE LEFT JUST BEYOND A SHARP CURVE RIGHT.
 CP0257'
 CP0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.65 MILES
 CP0257'NORTHWEST OF JACKSON.
 CP0257
 CP0257                          STATION RECOVERY (1977)
 CP0257
 CP0257'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0257'2.65 MI NW FROM JACKSON.
 CP0257'THE MARK IS LOCATED 2.65 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP0257'JACKSON DIRECTLY UNDER THE CENTER OF THE BEACON LIGHT AT HAWKINS
 CP0257'FIELD, 0.4 MILE NORTH OF THE HEADQUARTERS FOR THE JACKSON MUNICIPAL
 CP0257'GOLF COURSE NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 29, T 6N, R
 CP0257'1E.  IT IS 92.03 FEET WEST OF THE STATION, 97.5 FEET NORTH OF THE
 CP0257'CENTER OF LAVERNET ROAD, 65 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 CP0257'CORNER OF THE AIRPORT TERMINAL, 37 FEET SOUTH OF A FENCE, 30.5 FEET
 CP0257'EAST-SOUTHEAST OF A POWER POLE WITH A LAMP AND A TRANSFORMERS, 15 FEET
 CP0257'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE TERMINAL, 6.5
 CP0257'FEET NORTHEAST OF THE SOUTHWEST LEG OF THE TOWER, 6.5 FEET NORTHWEST
 CP0257'OF THE SOUTHEAST LEG OF THE TOWER, SET IN THE TOP OF A SQUARE CONCRETE
 CP0257'POST ABOUT 2 FEET ABOVE THE SURROUNDING AREA AND IS FLUSH WITH THE
 CP0257'GROUND.  NOTE-- TO REACH FROM THE OLD CAPITOL BUILDING AT THE EAST END
 CP0257'OF CAPITOL STREET IN JACKSON GO NORTH ON STATE STREET FOR 2 MILES TO
 CP0257'THE INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON
 CP0257'WOODROW WILSON BLVD. FOR 1.25 MILES TO A FIVE POINT INTERSECTION.
 CP0257'CONTINUE WEST ON WOODROW WILSON BLVD. FOR 1.15 MILES TO A SIDE ROAD
 CP0257'RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 0.35 MILE TO THE
 CP0257'TOWER AND THE MARK ON THE LEFT JUST BEYOND A CURVE.
 CP0257
 CP0257                          STATION RECOVERY (1977)
 CP0257
 CP0257'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 CP0257'RECOVERED IN GOOD CONDITION.
 CP0257
 CP0257                          STATION RECOVERY (1982)
 CP0257
 CP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 CP0257'RECOVERED AS DESCRIBED IN QUAD 320902 STA 1038.
 CP0257'
 CP0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAWKINS
 CP0257'AIRPORT.
 CP0257
 CP0257                          STATION RECOVERY (1982)
 CP0257
 CP0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CP0257'RECOVERED IN GOOD CONDITION.
 CP0257
 CP0257                          STATION RECOVERY (1990)
 CP0257
 CP0257'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CP0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2799 ***********************************************************************
 CP2799  DESIGNATION -  HAYNES BLUFF
 CP2799  PID         -  CP2799
 CP2799  STATE/COUNTY-  MS/WARREN
 CP2799  USGS QUAD   -  FLOWEREE (1988)
 CP2799
 CP2799                         *CURRENT SURVEY CONTROL
 CP2799  ___________________________________________________________________
 CP2799* NAD 83(1993)-  32 30 04.74771(N)    090 47 25.41745(W)     ADJUSTED  
 CP2799* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 CP2799  ___________________________________________________________________
 CP2799  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CP2799  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP2799  HORZ ORDER  -  FIRST
 CP2799
 CP2799.The horizontal coordinates were established by classical geodetic methods
 CP2799.and adjusted by the National Geodetic Survey in May 1994.
 CP2799
 CP2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2799
 CP2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2799
 CP2799.The geoid height was determined by GEOID03.
 CP2799
 CP2799;                    North         East     Units Scale Factor Converg.
 CP2799;SPC MS W     -   332,830.420   657,049.525   MT  0.99997274   -0 14 44.1
 CP2799;SPC MS W     - 1,091,961.14  2,155,669.98   sFT  0.99997274   -0 14 44.1
 CP2799;UTM  15      - 3,598,156.735   707,587.461   MT  1.00013141   +1 11 15.7
 CP2799
 CP2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2799!SPC MS W     -   0.99998735  x   0.99997274  =   0.99996009
 CP2799!UTM  15      -   0.99998735  x   1.00013141  =   1.00011876
 CP2799
 CP2799|---------------------------------------------------------------------|
 CP2799| PID    Reference Object                     Distance      Geod. Az  |
 CP2799|                                                           dddmmss.s |
 CP2799| CP2800 HAYNES BLUFF RM A 1965               28.561 METERS 08738     |
 CP2799| CP2716 OAK RIDGE ATT MW TOWER              APPROX. 9.4 KM 1012043.0 |
 CP2799| CP2714 OAK RIDGE LOOKOUT TOWER             APPROX. 7.2 KM 1451742.8 |
 CP2799| CY3760 HAYNES BLUFF RM 1                    26.483 METERS 18442     |
 CP2799| CP0589 HAYNES BLUFF AZ MK                                 2550358.7 |
 CP2799| CY3761 HAYNES BLUFF RM 2                    24.160 METERS 27607     |
 CP2799|---------------------------------------------------------------------|
 CP2799
 CP2799                          SUPERSEDED SURVEY CONTROL
 CP2799
 CP2799  NAD 83(1986)-  32 30 04.76063(N)    090 47 25.41308(W) AD(       ) 1
 CP2799  NAD 27      -  32 30 04.25390(N)    090 47 25.04370(W) AD(       ) 1
 CP2799  NGVD 29 (07/19/86)  107.2    (m)          352.     (f) VERT ANG    3  
 CP2799
 CP2799.Superseded values are not recommended for survey control.
 CP2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2799.See file dsdata.txt to determine how the superseded data were derived.
 CP2799
 CP2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0758798157(NAD 83)
 CP2799_MARKER: DS = TRIANGULATION STATION DISK
 CP2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2799
 CP2799  HISTORY     - Date     Condition        Report By
 CP2799  HISTORY     - 1959     MONUMENTED       CGS
 CP2799  HISTORY     - 1965     GOOD             CGS
 CP2799  HISTORY     - 1967     GOOD             MSHD
 CP2799  HISTORY     - 1973     MARK NOT FOUND   NGS
 CP2799  HISTORY     - 1980     GOOD             MSSU
 CP2799  HISTORY     - 19810301 GOOD             MSSU
 CP2799
 CP2799                          STATION DESCRIPTION
 CP2799
 CP2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2799'STATION IS LOCATED ABOUT 1-3/4 MILES NORTH AND 3/4 MILE EAST
 CP2799'OF REDWOOD, 1 MILE NORTHEAST OF THE YAZOO RIVER BRIDGE, 1
 CP2799'MILE SOUTH-SOUTHWEST OF A LARGE CEMENT PLANT, 1/4 MILE SOUTHEAST
 CP2799'OF STATE HIGHWAY 3, IN THE EXTREME NORTHEAST CORNER OF SECTION
 CP2799'34, T 18 N, R 4 E AND ON PROPERTY OWNED AND OCCUPIED BY MRS.
 CP2799'B.E. LA HATTE.  IT IS ON THE NORTH END AND ABOUT 2 FEET LOWER
 CP2799'THAN THE HIGHEST POINT OF A NORTH-SOUTH RIDGE WHICH SLOPES
 CP2799'OFF TO THE SOUTH AND WHICH IS THE HIGHEST POINT IN THE
 CP2799'IMMEDIATE VICINITY.
 CP2799'
 CP2799'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 CP2799'HIGHWAY 3, IN REDWOOD, GO NORTH-NORTHEAST ON STATE HIGHWAY
 CP2799'3 FOR 2.0 MILES TO A BOARD GATE ON THE RIGHT BETWEEN TWO
 CP2799'HOUSES AND BART W. LA HATTE MAILBOX ON THE RIGHT.  TURN RIGHT,
 CP2799'THROUGH GATE, AND FOLLOW BLADED ROAD SOUTHEAST AND SOUTH
 CP2799'FOR 0.25 MILE TO A GATE AT HOUSE ON LEFT.  PASS THROUGH
 CP2799'GATE AND CONTINUE SOUTH AND EAST ON BLADED ROAD FOR 0.2 MILE
 CP2799'TO THE STATION ON THE RIGHT ON THE TOP OF A 15 FOOT HIGH
 CP2799'ROAD CUT BANK.
 CP2799'
 CP2799'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 CP2799'61 AND STATE HIGHWAY 3, IN REDWOOD, GO NORTHERLY ON U.S.
 CP2799'HIGHWAY 61 FOR 1.15 MILES TO THE NORTH END OF THE YAZOO RIVER
 CP2799'BRIDGE.  CONTINUE NORTH FOR 0.1 MILE TO A TRACK ROAD RIGHT
 CP2799'AND MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 CP2799'
 CP2799'STATION MARKS ARE STANDARD DISKS, STAMPED HAYNES BLUFF 1958.
 CP2799'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2799'34 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE
 CP2799'TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES,
 CP2799'28 FEET SOUTH OF THE SOUTH EDGE OF ROAD CUT, 25 FEET
 CP2799'SOUTH-SOUTHWEST OF AN 8 INCH CEDAR TREE WITH A TRIANGLE BLAZE
 CP2799'ON ITS WEST SIDE AND 21 FEET NORTH OF A 10 INCH THORN TREE
 CP2799'WITH A TRIANGLE BLAZE ON ITS NORTH SIDE.  A 4 IN X 4 IN WHITE
 CP2799'WITNESS POST WAS SET 2 FEET NORTHEAST OF THE MARK.
 CP2799'
 CP2799'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAYNES BLUFF
 CP2799'NO 1 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2799'POST PROJECTING 5 INCHES, 113 FEET SOUTH OF THE ROAD CUT,
 CP2799'110 FEET SOUTH OF THE BLAZED CEDAR TREE, 66 FEET SOUTH-SOUTHEAST
 CP2799'OF THE BLAZED THORN TREE AND ABOUT 15 FEET LOWER THAN THE
 CP2799'STATION MARK.
 CP2799'
 CP2799'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAYNES BLUFF
 CP2799'NO 2 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2799'POST PROJECTING 8 INCHES, 91 FEET WEST-SOUTHWEST OF THE BLAZED
 CP2799'CEDAR TREE, 76 FEET WEST-NORTHWEST OF THE BLAZED THORN TREE,
 CP2799'51 FEET SOUTH OF THE ROAD CUT AND ABOUT 9 FEET LOWER THAN
 CP2799'THE STATION MARK.
 CP2799'
 CP2799'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAYNES BLUFF 1958.
 CP2799'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 CP2799'PROJECTING 6 INCHES, 603 FEET NORTH OF THE NORTHEAST CORNER
 CP2799'OF THE BRIDGE, 96 FEET EAST OF THE HIGHWAY CENTER AND 20
 CP2799'FEET SOUTH OF A TRACK ROAD CENTER.  A 4 IN X 4 IN WHITE
 CP2799'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 CP2799'
 CP2799'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2799
 CP2799                          STATION RECOVERY (1965)
 CP2799
 CP2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2799'STATION MARK REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CP2799'IN GOOD CONDITION.  THE PREVIOUS 1958 DESCRIPTION IS ADEQUATE.
 CP2799'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND IT IS
 CP2799'DOUBTFUL IF IT CAN BE OBSERVED AT A LATER DATE BECAUSE OF
 CP2799'FUTURE GROWTH OF TREES ON THE LINE.
 CP2799'
 CP2799'A NEW ROUTE TO THE STATION FOLLOWS--TO REACH THE STATION
 CP2799'FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 3
 CP2799'WHICH IS ABOUT 10 MILES NORTH OF VICKSBURG, GO NORTHERLY ON
 CP2799'STATE HIGHWAY 3 FOR 1.9 MILE TO A TRACK ROAD ON THE RIGHT
 CP2799'AND AN IRON GATE.  TURN RIGHT PASSING THROUGH GATE AND GO
 CP2799'CONTINUE EASTERLY FOLLOWING OLD ROAD UP HILL FOR 0.2 MILE TO
 CP2799'THE STATION ON THE HIGHEST PART OF HILL.
 CP2799'
 CP2799'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34.21 METERS.
 CP2799
 CP2799                          STATION RECOVERY (1967)
 CP2799
 CP2799'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2799'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 CP2799'CONDITION.
 CP2799'
 CP2799'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 26,
 CP2799'T 18N, R 4E ON THE TOP OF A HILL ON LAND OWNED BY MRS. B.E.
 CP2799'LA HATTE, APPROXIMATELY 2 MILES NORTHEAST OF REDWOOD, 12
 CP2799'MILES NORTHEAST OF VICKSBURG 1.0 MILE NORTHEAST OF THE YAZOO
 CP2799'RIVER BRIDGE, 1 MILE (SOUTH-SOUTHWEST) OF A LARGE CEMENT
 CP2799'PLANT AND 0.3 MILE EAST OF HIGHWAY 3.
 CP2799'
 CP2799'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO NORTHEAST
 CP2799'ON MISSISSIPPI HIGHWAY 3 FOR 1.75 MILES TO A SIDE ROAD RIGHT
 CP2799'WITH A METAL GATE IN BETWEEN TWO HOUSES AND BART W. LA HATTE
 CP2799'MAIL BOX ON THE RIGHT.  TURN RIGHT (EAST) THROUGH THE GATE AND
 CP2799'CONTINUE ON A NARROW ALL WEATHER ROAD FOR 0.2 MILE TO A HOUSE
 CP2799'ON THE LEFT.  PASS TO THE RIGHT OF THE HOUSE AND CONTINUE
 CP2799'SOUTHWEST ON A TRACK ROAD FOR 0.2 MILE TO THE TOP OF A HILL
 CP2799'AND THE STATION ON THE RIGHT.
 CP2799'
 CP2799'TO REACH THE AZIMUTH FROM THE U.S. POST OFFICE IN REDWOOD
 CP2799'GO SOUTHWEST ON MISSISSIPPI HIGHWAY 3 FOR 0.25 MILE TO THE
 CP2799'INTERSECTION OF U.S. HIGHWAY 61.  TURN (NORTHWEST) AND CONTINUE
 CP2799'ON U.S. HIGHWAY 61 FOR 1.1 MILES TO THE NORTH END OF THE YAZOO
 CP2799'RIVER BRIDGE.  CONTINUE NORTHWEST ON U.S. HIGHWAY 61 FOR
 CP2799'0.15 MILE TO A TRACK ROAD AND THE MARK ON THE RIGHT AS
 CP2799'DESCRIBED.
 CP2799'
 CP2799'THE MARKS ARE STANDARD DISK SET IN THE TOP OF A 11 INCH SQUARE,
 CP2799'CONCRETE PSOT, EXCEPT R.M. A.  THE STATION DISK IS STAMPED
 CP2799'HAYNES BLUFF (1958) AND PROJECTS 6 INCHES.
 CP2799'
 CP2799'IT IS 41 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 33 FEET
 CP2799'SOUTH SOUTHEAST OF A 12 INCH OAK, 31 FEET SOUTH OF AN 8 INCH
 CP2799'CEDAR, 25.5 FEET SOUTHWEST OF A 10 INCH CEDAR, 21 FEET NORTH
 CP2799'OF A 10 INCH TWIN THORN TREE, AND 1.7 FEET SOUTHWEST OF A
 CP2799'METAL WITNESS POST.
 CP2799'
 CP2799'R.M. 1 IS STAMPED HAYNES BLUFF NO. 1 (1958) AND PROJECTS
 CP2799'5 INCHES.
 CP2799'
 CP2799'IT IS 128 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 110 FEET
 CP2799'SOUTH OF A 10 INCH CEDAR, 66 FEET SOUTH SOUTHEAST OF A TWIN
 CP2799'THORN TREE, 55.5 FEET SOUTH EAST OF A 36 INCH THORN TREE
 CP2799'AND 39 FEET WEST OF A 12 INCH THORN TREE.
 CP2799'
 CP2799'R.M. 2 IS STAMPED HAYNES BLUFF NO. 2 (1958) AND PROJECTS
 CP2799'8 INCHES.
 CP2799'
 CP2799'IT IS 62 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 66
 CP2799'FEET NORTHWEST OF A 36 INCH THORN TREE, 41.5 FEET SOUTH OF
 CP2799'A 36 INCH THORN TREE AND 30.5 FEET NORTH OF A 16 INCH THORN
 CP2799'TREE.
 CP2799'
 CP2799'(HAYNES BLUFF R.M. A) IS STAMPED HAYNES BLUFF R.M. A (1965),
 CP2799'IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST AND PROJECTS
 CP2799'3 INCHES.
 CP2799'
 CP2799'IT IS 33 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 17.5 FEET
 CP2799'SOUTH OF A 10 INCH GUM, 14 FEET SOUTH OF THE SOUTH EDGE OF
 CP2799'THE CUT FOR THE TRACK ROAD AND 1 FOOT SOUTH OF A METAL WITNESS
 CP2799'POST.
 CP2799'
 CP2799'THE AZIMUTH MARK IS STAMPED HAYNES BLUFF (1958) AND PROJECTS
 CP2799'6 INCHES.
 CP2799'
 CP2799'IT IS 603 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE,
 CP2799'96 FEET EAST OF THE CENTER OF HIGHWAY 61, 26 FEET SOUTH OF
 CP2799'THE CENTER OF THE TRACK ROAD, 22.5 FEET SOUTHWEST OF A 4 INCH
 CP2799'PIPE PROJECTING 18 INCHES AND 0.8 FEET SOUTH OF A METAL
 CP2799'WITNESS POST.
 CP2799
 CP2799                          STATION RECOVERY (1973)
 CP2799
 CP2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RG)
 CP2799'HAYNES BLUFF STATION SIGHT WAS NOT VISITED BY G-37, IN 1973.
 CP2799'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  SEE QUAD
 CP2799'320904 STATION 1002 DATED JULY 1960 FOR COMPLETE DESCRIPTION.
 CP2799'TO REACH MARK--ABOUT 1.35 MILES NORTH ALONG U.S. HIGHWAY
 CP2799'61 FROM THE JUNCTION OF STATE HIGHWAY 3 AT REDWOOD, ABOUT
 CP2799'0.2 MILE SOUTH OF JUNCTION WITH STATE HIGHWAY 465, 96 FEET
 CP2799'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.1 MILE NORTH OF THE
 CP2799'END OF A CONCRETE BRIDGE OVER THE YAZOO RIVER, 116 FEET
 CP2799'SOUTHWEST OF A 26-INCH COTTONWOOD TREE, 24 FEET SOUTH OF THE
 CP2799'CENTERLINE OF A DIRT RAMP LEADING EAST AND DOWN TO A FIELD,
 CP2799'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 10 FEET BELOW
 CP2799'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 CP2799'PROJECTING 4-INCHES.
 CP2799'
 CP2799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILE
 CP2799'NORTHEAST OF REDWOOD.
 CP2799
 CP2799                          STATION RECOVERY (1980)
 CP2799
 CP2799'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP2799'STATION, REFERENCE MARKS 1, 2, AND AZIMUTH MARK RECOVERED IN GOOD
 CP2799'CONDITION.
 CP2799
 CP2799                          STATION RECOVERY (1981)
 CP2799
 CP2799'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0589 ***********************************************************************
 CP0589  DESIGNATION -  HAYNES BLUFF AZ MK
 CP0589  PID         -  CP0589
 CP0589  STATE/COUNTY-  MS/WARREN
 CP0589  USGS QUAD   -  REDWOOD (1962)
 CP0589
 CP0589                         *CURRENT SURVEY CONTROL
 CP0589  ___________________________________________________________________
 CP0589* NAD 83(1986)-  32 29 52.     (N)    090 48 35.     (W)     SCALED    
 CP0589* NAVD 88     -        28.865  (meters)      94.70   (feet)  ADJUSTED  
 CP0589  ___________________________________________________________________
 CP0589  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0589  DYNAMIC HT  -          28.833 (meters)      94.60  (feet)  COMP
 CP0589  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 CP0589
 CP0589  VERT ORDER  -  FIRST     CLASS I
 CP0589
 CP0589.The horizontal coordinates were scaled from a topographic map and have
 CP0589.an estimated accuracy of +/- 6 seconds.
 CP0589
 CP0589.The orthometric height was determined by differential leveling
 CP0589.and adjusted in June 1991.
 CP0589
 CP0589.The geoid height was determined by GEOID03.
 CP0589
 CP0589.The dynamic height is computed by dividing the NAVD 88
 CP0589.geopotential number by the normal gravity value computed on the
 CP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0589.degrees latitude (g = 980.6199 gals.).
 CP0589
 CP0589.The modeled gravity was interpolated from observed gravity values.
 CP0589
 CP0589;                    North         East    Units  Estimated Accuracy
 CP0589;SPC MS W     -   332,450.      655,230.      MT  (+/- 180 meters Scaled)
 CP0589
 CP0589                          SUPERSEDED SURVEY CONTROL
 CP0589
 CP0589  NGVD 29 (??/??/92)   28.913  (m)           94.86   (f) ADJ UNCH    1 1
 CP0589
 CP0589.Superseded values are not recommended for survey control.
 CP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0589.See file dsdata.txt to determine how the superseded data were derived.
 CP0589
 CP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR057977(NAD 83)
 CP0589_MARKER: DZ = AZIMUTH MARK DISK
 CP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0589_STAMPING: HAYNES BLUFF 1958
 CP0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0589+STABILITY: SURFACE MOTION
 CP0589
 CP0589  HISTORY     - Date     Condition        Report By
 CP0589  HISTORY     - 1959     MONUMENTED       CGS
 CP0589  HISTORY     - 1973     GOOD             NGS
 CP0589  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 CP0589
 CP0589                          STATION DESCRIPTION
 CP0589
 CP0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0589'1.35 MI NW FROM REDWOOD.
 CP0589'ABOUT 1.35 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 CP0589'STATE HIGHWAY 3 AT REDWOOD, ABOUT 0.2 MILE SOUTH OF JUNCTION WITH
 CP0589'STATE HIGHWAY 465, 96 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.1
 CP0589'MILE NORTH OF THE END OF A CONCRETE BRIDGE OVER THE YAZOO RIVER, 116
 CP0589'FEET SOUTHWEST OF A 26-INCH COTTONWOOD TREE, 24 FEET SOUTH OF THE
 CP0589'CENTERLINE OF A DIRT RAMP LEADING EAST AND DOWN TO A FIELD, AND 1 FOOT
 CP0589'SOUTHEAST OF A METAL WITNESS POST, 10 FEET BELOW LEVEL OF THE HIGHWAY
 CP0589'AND IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  SEC 33, T 18N,
 CP0589'R 4E.
 CP0589
 CP0589                          STATION RECOVERY (2005)
 CP0589
 CP0589'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CP0589'THE FIELD IN THE AREA OF THE MARK IDENTIFIED BY GARMIN 76 WASS GPS HAD
 CP0589'BEEN RECENTLY PLOWED AND LEVELED.   THE WITNESS POST AND MARK COULD
 CP0589'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2800 ***********************************************************************
 CP2800  DESIGNATION -  HAYNES BLUFF RM A 1965
 CP2800  PID         -  CP2800
 CP2800  STATE/COUNTY-  MS/WARREN
 CP2800  USGS QUAD   -  FLOWEREE (1988)
 CP2800
 CP2800                         *CURRENT SURVEY CONTROL
 CP2800  ___________________________________________________________________
 CP2800* NAD 83(1993)-  32 30 04.78613(N)    090 47 24.32428(W)     ADJUSTED  
 CP2800* NAVD 88     -       105.4    (meters)     346.     (feet)  VERTCON   
 CP2800  ___________________________________________________________________
 CP2800  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CP2800  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CP2800  HORZ ORDER  -  FIRST
 CP2800
 CP2800.The horizontal coordinates were established by classical geodetic methods
 CP2800.and adjusted by the National Geodetic Survey in May 1994.
 CP2800
 CP2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2800
 CP2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2800
 CP2800.The geoid height was determined by GEOID03.
 CP2800
 CP2800;                    North         East     Units Scale Factor Converg.
 CP2800;SPC MS W     -   332,831.481   657,078.065   MT  0.99997271   -0 14 43.5
 CP2800;SPC MS W     - 1,091,964.62  2,155,763.62   sFT  0.99997271   -0 14 43.5
 CP2800;UTM  15      - 3,598,158.510   707,615.971   MT  1.00013156   +1 11 16.3
 CP2800
 CP2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2800!SPC MS W     -   0.99998762  x   0.99997271  =   0.99996033
 CP2800!UTM  15      -   0.99998762  x   1.00013156  =   1.00011918
 CP2800
 CP2800:                Primary Azimuth Mark                     Grid Az
 CP2800:SPC MS W     -  OAK RIDGE ATT MW TOWER                   101 37 56.4
 CP2800:UTM  15      -  OAK RIDGE ATT MW TOWER                   100 11 56.6
 CP2800
 CP2800|---------------------------------------------------------------------|
 CP2800| PID    Reference Object                     Distance      Geod. Az  |
 CP2800|                                                           dddmmss.s |
 CP2800| CP2716 OAK RIDGE ATT MW TOWER              APPROX. 9.4 KM 1012312.9 |
 CP2800| CP2714 OAK RIDGE LOOKOUT TOWER             APPROX. 7.2 KM 1452911.7 |
 CP2800| CP2799 HAYNES BLUFF                         28.561 METERS 26738     |
 CP2800| CP0940 HARDEE                              APPROX.11.8 KM 3292100.7 |
 CP2800|---------------------------------------------------------------------|
 CP2800
 CP2800                          SUPERSEDED SURVEY CONTROL
 CP2800
 CP2800  NAD 83(1986)-  32 30 04.79906(N)    090 47 24.31972(W) AD(       ) 1
 CP2800  NAD 27      -  32 30 04.29237(N)    090 47 23.95056(W) AD(       ) 1
 CP2800  NGVD 29 (07/19/86)  105.5    (m)          346.     (f) VERT ANG    3  
 CP2800
 CP2800.Superseded values are not recommended for survey control.
 CP2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2800.See file dsdata.txt to determine how the superseded data were derived.
 CP2800
 CP2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0761698159(NAD 83)
 CP2800_MARKER: DS = TRIANGULATION STATION DISK
 CP2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2800+STABILITY: SURFACE MOTION
 CP2800
 CP2800  HISTORY     - Date     Condition        Report By
 CP2800  HISTORY     - 1965     MONUMENTED       CGS
 CP2800  HISTORY     - 1967     GOOD             MSHD
 CP2800
 CP2800                          STATION DESCRIPTION
 CP2800
 CP2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 CP2800'THE STATION IS LOCATED 2 MILES NORTHEAST OF REDWOOD AND ON THE
 CP2800'SAME PROPERTY AS TRIANGULATION STATION HAYNES BLUFF 1959.  IT
 CP2800'IS 15 FEET SOUTH OF A 10-INCH OAK TREE, 5.5 FEET SOUTHWEST OF A
 CP2800'METAL WITNESS POST AND ON THE EAST SLOPE OF A RIDGE.  THE MARK IS
 CP2800'A STANDARD TRIANGULATION STATION DISK STAMPED HAYNES BLUFF RM A
 CP2800'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CP2800'FLUSH WITH THE SURFACE OF THE GROUND.
 CP2800'
 CP2800'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HAYNES
 CP2800'BLUFF 1959, THE DISTANCE BEING 28.561 METERS OR 93.70 FEET.
 CP2800
 CP2800                          STATION RECOVERY (1967)
 CP2800
 CP2800'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP2800'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 CP2800'
 CP2800'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 26,
 CP2800'T 18N, R 4E ON THE TOP OF A HILL ON LAND OWNED BY
 CP2800'MRS. B. E. LA HATTE APPROXIMATELY 2 MILES NORTHEAST OF REDWOOD,
 CP2800'12 MILES NORTHEAST OF VICKSBURG, 1.0 MILE NORTHEAST OF THE
 CP2800'YAZOO RIVER BRIDGE, 1.0 MILE SOUTH SOUTHWEST OF A LARGE CEMENT
 CP2800'PLANT AND 0.3 MILE EAST OF HIGHWAY 3.
 CP2800'
 CP2800'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD GO NORTHEAST
 CP2800'ON MISSISSIPPI HIGHWAY 3 FOR 1.75 MILES TO A SIDE ROAD RIGHT
 CP2800'WITH A METAL GATE IN BETWEEN TWO HOUSES AND BART W. LA HATTE
 CP2800'MAILBOX ON THE RIGHT.  TURN RIGHT (EAST) THROUGH THE GATE AND
 CP2800'CONTINUE ON A NARROW ALL WEATHER ROAD FOR 0.2 MILE TO A HOUSE
 CP2800'ON THE LEFT.  PASS TO THE RIGHT OF THE HOUSE AND CONTINUE
 CP2800'SOUTHWEST ON A TRACK ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND
 CP2800'THE MARK ON THE RIGHT AS DESCRIBED.  ALL MARKS ARE STANDARD
 CP2800'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.  THE
 CP2800'STATION DISK IS STAMPED HAYNES BLUFF R.M. A (1965) AND
 CP2800'PROJECTS 3 INCHES.
 CP2800'
 CP2800'IT IS 33 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 17.5 FEET
 CP2800'SOUTH OF A 10 INCH GUM, 14 FEET SOUTH OF THE SOUTH EDGE OF A CUT
 CP2800'FOR THE TRACK ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0150 ***********************************************************************
 BW0150  DESIGNATION -  HAZELHURST
 BW0150  PID         -  BW0150
 BW0150  STATE/COUNTY-  MS/COPIAH
 BW0150  USGS QUAD   -  HAZLEHURST (1963)
 BW0150
 BW0150                         *CURRENT SURVEY CONTROL
 BW0150  ___________________________________________________________________
 BW0150* NAD 83(1986)-  31 51 36.     (N)    090 23 47.     (W)     SCALED    
 BW0150* NAVD 88     -       146.124  (meters)     479.41   (feet)  ADJUSTED  
 BW0150  ___________________________________________________________________
 BW0150  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0150  DYNAMIC HT  -         145.950 (meters)     478.84  (feet)  COMP
 BW0150  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BW0150
 BW0150  VERT ORDER  -  FIRST     CLASS I
 BW0150
 BW0150.The horizontal coordinates were scaled from a topographic map and have
 BW0150.an estimated accuracy of +/- 6 seconds.
 BW0150
 BW0150.The orthometric height was determined by differential leveling
 BW0150.and adjusted in February 1994.
 BW0150
 BW0150.The geoid height was determined by GEOID03.
 BW0150
 BW0150.The dynamic height is computed by dividing the NAVD 88
 BW0150.geopotential number by the normal gravity value computed on the
 BW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0150.degrees latitude (g = 980.6199 gals.).
 BW0150
 BW0150.The modeled gravity was interpolated from observed gravity values.
 BW0150
 BW0150;                    North         East    Units  Estimated Accuracy
 BW0150;SPC MS W     -   261,630.      694,030.      MT  (+/- 180 meters Scaled)
 BW0150
 BW0150                          SUPERSEDED SURVEY CONTROL
 BW0150
 BW0150  NAVD 88 (06/15/91)  146.110  (m)          479.36   (f) UNKNOWN     1 1
 BW0150  NGVD 29 (??/??/??)  146.110  (m)          479.36   (f) ADJUSTED    1 1
 BW0150
 BW0150.Superseded values are not recommended for survey control.
 BW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0150.See file dsdata.txt to determine how the superseded data were derived.
 BW0150
 BW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR463278(NAD 83)
 BW0150_MARKER: DB = BENCH MARK DISK
 BW0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0150_SP_SET: CONCRETE POST
 BW0150_STAMPING: HAZELHURST 1934 479.517
 BW0150_MARK LOGO: CGS   
 BW0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0150+STABILITY: SURFACE MOTION
 BW0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0150+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2007
 BW0150
 BW0150  HISTORY     - Date     Condition        Report By
 BW0150  HISTORY     - 1934     MONUMENTED       CGS
 BW0150  HISTORY     - 1969     GOOD             NGS
 BW0150  HISTORY     - 19920720 GOOD             NGS
 BW0150  HISTORY     - 20071121 GOOD             MSSU
 BW0150
 BW0150                          STATION DESCRIPTION
 BW0150
 BW0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0150'IN HAZLEHURST.
 BW0150'AT HAZLEHURST, ABOUT 0.05 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 BW0150'RAILROAD FROM THE STATION, THENCE 0.1 MILE WEST ALONG WEST GALLATIN
 BW0150'STREET, IN THE GRASSY AREA BETWEEN THE TWO TRAFFIC LANES OF U. S.
 BW0150'HIGHWAY 51, ACROSS THE WEST TRAFFIC LANE FROM THE EAST SIDE OF THE
 BW0150'COURTHOUSE, 207 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 BW0150'WEST GALLATIN STREET AND U. S. HIGHWAY 51, 12.9 FEET WEST OF THE WEST
 BW0150'CURB OF THE NORTHBOUND LANE OF THE HIGHWAY, 15 FEET EAST OF THE EAST
 BW0150'CURB OF THE SOUTHBOUND LANE, 2.3 FEET SOUTH OF THE SOUTH EDGE OF A
 BW0150'SIDEWALK BETWEEN THE TWO LANES, 66.5 FEET SOUTHEAST OF HAZLEHURST AZ
 BW0150'DESCRIBED, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 BW0150'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0150
 BW0150                          STATION RECOVERY (1992)
 BW0150
 BW0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0150'IN HAZELHURST, AT THE INTERSECTION OF U.S. HIGHWAY 51 AND WEST
 BW0150'GALLATIN STREET, 63.1 M (207.0 FT) SOUTH OF THE CENTERLINE OF THE
 BW0150'STREET, 60.1 M (197.2 FT) EAST OF THE SOUTHEAST CORNER OF THE
 BW0150'COURTHOUSE, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 BW0150'LANES OF THE HIGHWAY, 9.9 M (32.5 FT) WEST OF THE CENTERLINE OF THE
 BW0150'NORTHBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF THE SOUTH
 BW0150'EDGE OF A SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 BW0150'AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 BW0150
 BW0150                          STATION RECOVERY (2007)
 BW0150
 BW0150'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (DAC)
 BW0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0151 ***********************************************************************
 BW0151  DESIGNATION -  HAZELHURST AZ MK
 BW0151  PID         -  BW0151
 BW0151  STATE/COUNTY-  MS/COPIAH
 BW0151  USGS QUAD   -  HAZLEHURST (1963)
 BW0151
 BW0151                         *CURRENT SURVEY CONTROL
 BW0151  ___________________________________________________________________
 BW0151* NAD 83(1986)-  31 51 38.     (N)    090 23 47.     (W)     SCALED    
 BW0151* NAVD 88     -       146.320  (meters)     480.05   (feet)  ADJUSTED  
 BW0151  ___________________________________________________________________
 BW0151  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0151  DYNAMIC HT  -         146.146 (meters)     479.48  (feet)  COMP
 BW0151  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BW0151
 BW0151  VERT ORDER  -  FIRST     CLASS I
 BW0151
 BW0151.The horizontal coordinates were scaled from a topographic map and have
 BW0151.an estimated accuracy of +/- 6 seconds.
 BW0151
 BW0151.The orthometric height was determined by differential leveling
 BW0151.and adjusted in February 1994.
 BW0151
 BW0151.The geoid height was determined by GEOID03.
 BW0151
 BW0151.The dynamic height is computed by dividing the NAVD 88
 BW0151.geopotential number by the normal gravity value computed on the
 BW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0151.degrees latitude (g = 980.6199 gals.).
 BW0151
 BW0151.The modeled gravity was interpolated from observed gravity values.
 BW0151
 BW0151;                    North         East    Units  Estimated Accuracy
 BW0151;SPC MS W     -   261,690.      694,030.      MT  (+/- 180 meters Scaled)
 BW0151
 BW0151                          SUPERSEDED SURVEY CONTROL
 BW0151
 BW0151  NAVD 88 (06/15/91)  146.307  (m)          480.01   (f) UNKNOWN     1 1
 BW0151  NGVD 29 (??/??/??)  146.308  (m)          480.01   (f) ADJUSTED    1 1
 BW0151
 BW0151.Superseded values are not recommended for survey control.
 BW0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0151.See file dsdata.txt to determine how the superseded data were derived.
 BW0151
 BW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR463279(NAD 83)
 BW0151_MARKER: DZ = AZIMUTH MARK DISK
 BW0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0151_SP_SET: CONCRETE POST
 BW0151_STAMPING: HAZELHURST 1945
 BW0151_MARK LOGO: CGS   
 BW0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0151+STABILITY: SURFACE MOTION
 BW0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0151+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0151
 BW0151  HISTORY     - Date     Condition        Report By
 BW0151  HISTORY     - 1945     MONUMENTED       CGS
 BW0151  HISTORY     - 1969     GOOD             NGS
 BW0151  HISTORY     - 1982     GOOD             NGS
 BW0151  HISTORY     - 19920720 GOOD             NGS
 BW0151
 BW0151                          STATION DESCRIPTION
 BW0151
 BW0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0151'IN HAZLEHURST.
 BW0151'AT HAZLEHURST, ABOUT 0.05 MILE SOUTH ALONG RAGSDALE AVENUE FROM THE
 BW0151'ILLINOIS CENTRAL RAILROAD STATION AT HAZLEHURST, THENCE 0.1 MILE WEST
 BW0151'ALONG GALLATIN STREET, IN THE GRASSY AREA BETWEEN THE TWO LANES OF U.
 BW0151'S. HIGHWAY 51, 140 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 BW0151'WEST GALLATIN STREET AND U. S. HIGHWAY 51, 66.5 FEET NORTH OF BENCH
 BW0151'MARK HAZLEHURST DESCRIBED, 185 FEET EAST OF AND ACROSS THE WEST
 BW0151'TRAFFIC LANE OF U. S. HIGHWAY 51 FROM THE NORTHEAST CORNER OF THE
 BW0151'COURTHOUSE BUILDING, 25 FEET WEST OF THE WEST CURB OF THE NORTHBOUND
 BW0151'LANE OF THE HIGHWAY, 2.7 FEET EAST OF THE EAST CURB OF THE SOUTHBOUND
 BW0151'LANE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BW0151'THE GROUND.
 BW0151
 BW0151                          STATION RECOVERY (1982)
 BW0151
 BW0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BW0151'THE PARKING METER HAS BEEN REMOVED, BUT THE BASE REMAINS.
 BW0151
 BW0151                          STATION RECOVERY (1992)
 BW0151
 BW0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0151'IN HAZELHURST, AT THE INTERSECTION OF U.S. HIGHWAY 51 AND WEST
 BW0151'GALLATIN STREET, 56.4 M (185.0 FT) EAST OF THE NORTHEAST CORNER OF
 BW0151'THE COURTHOUSE, 42.7 M (140.1 FT) SOUTH OF THE CENTERLINE OF THE
 BW0151'STREET, 20.3 M (66.6 FT) NORTH OF BENCH MARK HAZELHURST BM, 13.8 M
 BW0151'(45.3 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 BW0151'HIGHWAY, 6.9 M (22.6 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 BW0151'LANES OF THE HIGHWAY, 7.2 M (23.6 FT) SOUTHWEST OF A SIGN (HISTORICAL
 BW0151'HAZELHURST), 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 BW0151'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1891 ***********************************************************************
 BW1891  DESIGNATION -  HAZELHURST RESET
 BW1891  PID         -  BW1891
 BW1891  STATE/COUNTY-  MS/COPIAH
 BW1891  USGS QUAD   -  HAZLEHURST (1963)
 BW1891
 BW1891                         *CURRENT SURVEY CONTROL
 BW1891  ___________________________________________________________________
 BW1891* NAD 83(1986)-  31 51 37.     (N)    090 23 51.     (W)     SCALED    
 BW1891* NAVD 88     -       146.292  (meters)     479.96   (feet)  ADJUSTED  
 BW1891  ___________________________________________________________________
 BW1891  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1891  DYNAMIC HT  -         146.118 (meters)     479.39  (feet)  COMP
 BW1891  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BW1891
 BW1891  VERT ORDER  -  FIRST     CLASS II
 BW1891
 BW1891.The horizontal coordinates were scaled from a topographic map and have
 BW1891.an estimated accuracy of +/- 6 seconds.
 BW1891
 BW1891.The orthometric height was determined by differential leveling
 BW1891.and adjusted in February 1994.
 BW1891
 BW1891.The geoid height was determined by GEOID03.
 BW1891
 BW1891.The dynamic height is computed by dividing the NAVD 88
 BW1891.geopotential number by the normal gravity value computed on the
 BW1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1891.degrees latitude (g = 980.6199 gals.).
 BW1891
 BW1891.The modeled gravity was interpolated from observed gravity values.
 BW1891
 BW1891;                    North         East    Units  Estimated Accuracy
 BW1891;SPC MS W     -   261,660.      693,930.      MT  (+/- 180 meters Scaled)
 BW1891
 BW1891                          SUPERSEDED SURVEY CONTROL
 BW1891
 BW1891  NGVD 29 (08/12/04)  146.27   (m)          479.9    (f) RESET       3  
 BW1891
 BW1891.Superseded values are not recommended for survey control.
 BW1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1891.See file dsdata.txt to determine how the superseded data were derived.
 BW1891
 BW1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR462279(NAD 83)
 BW1891_MARKER: DH = HORIZONTAL CONTROL DISK
 BW1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1891_SP_SET: CONCRETE POST
 BW1891_STAMPING: HAZELHURST 1945 1982
 BW1891_MARK LOGO: NGS   
 BW1891_PROJECTION: FLUSH
 BW1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1891+STABILITY: SURFACE MOTION
 BW1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW1891+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW1891
 BW1891  HISTORY     - Date     Condition        Report By
 BW1891  HISTORY     - 1982     MONUMENTED       NGS
 BW1891  HISTORY     - 19820621 GOOD             NGS
 BW1891  HISTORY     - 19920720 GOOD             NGS
 BW1891
 BW1891                          STATION DESCRIPTION
 BW1891
 BW1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BW1891'IN HAZELHURST.
 BW1891'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 BW1891'NEAR THE CENTER OF HAZELHURST, IN THE NORTHWEST SECTION OF THE PAVED
 BW1891'PARKING LOT ON THE WEST SIDE OF THE COURTHOUSE, 33.1 METERS (108.5 FEE
 BW1891'WEST-SOUTHWEST OF A 48-INCH OAK TREE, 29.1 METERS (95.5 FEET)
 BW1891'WEST-NORTHWEST OF THE NORTHWEST CORNER OF MAIN COURTHOUSE BUILDING,
 BW1891'25.3 METERS (83.0 FEET) EAST OF EAST CURB OF SOUTH LOWE STREET, AND
 BW1891'14.1 METERS (46.3 FEET) SOUTH OF SOUTH CURB OF GALLITIN STREET.
 BW1891
 BW1891                          STATION RECOVERY (1982)
 BW1891
 BW1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BW1891'THE STATION UNDERGROUND MARK, REFERENCE MARK NO 3 AND THE AZIMUTH MARK
 BW1891'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AT
 BW1891'THIS TIME DUE TO A NEW WING THE COURT HOUSE.  THE STATION SURFACE MARK
 BW1891'AND REFERENCE MARK NO 4 WERE DESTROYED WHEN THE JAIL WAS REMOVED AND
 BW1891'THE AREA MADE IN TO A PAVED PARKING LOT.  A NEW STATION SURFACE MARK
 BW1891'WAS ESTABLISHED OVER THE UNDERGROUND MARK AND A NEW REFERENCE MARK NO
 BW1891'5 WAS SET AT THIS DATE. NO LOCATION FOR A NEW AZIMUTH MARK IS
 BW1891'AVAILIBLE.  A NEW DESCRIPTION FOLLOWS.
 BW1891' 
 BW1891'THE MARK IS LOCATED NEAR THE CENTER OF HAZELHURST, IN THE NORTHWEST
 BW1891'SECTION OF THE PAVED PARKING LOT ON THE WEST SIDE OF THE COURT HOUSE.
 BW1891' 
 BW1891'STATION MARK IS A STANDARD NGS DISK STAMPED---HAZELHURST 1945
 BW1891'1982---AET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 BW1891'SURFACE OF THE PAVED PARKING LOT.  IT IS 33.1 METERS (108.6 FT)
 BW1891'WEST-SOUTHWEST OF A 48 INCH OAK TREE, 29.1 METERS (95.5 FT)
 BW1891'WEST-NORTHWEST OF THE NORTWEST CORNER OF THE MAIN COURTHOUSE BUILDING
 BW1891'25.3 METERS (83.0 FT) EAST OF THE EAST CURB OF SOUTH LOWE STREET, 14.1
 BW1891'METERS (46.3 FT) SOUTH OF THE SOUTH OF THE SOUTH CURB OF GALLITIN
 BW1891'STREET.  REFERENCE NO 3 IS A STANDARD CGS DISK STAMPED---HAZELHURST NO
 BW1891'3 1945---SET IN A DRILL HOLE IN THE BOTTOM CONCRETE STEP OF THE
 BW1891'SHERIFF DEPARTMENT ENTRANCE TO THE COURTHOUSE AT THE NORTHWEST CORNER
 BW1891'OF THE COURTHOUSE BUILDING. REFERENCE MARK NO 3 IS A STANDARD CGS DISK
 BW1891'STAMPED---HAZELHURST NO 3 1945---SET IN A DRILL HOLE IN THE BOTTOM
 BW1891'STEP OF THE SHERIFF DEPARTMENT ENTRANCE TO THE COURTHOUSE AT THE
 BW1891'NORTHWEST CORNER OF THE COURTHOUSE BUILDING.  REFERENCE MARK NO 5 IS A
 BW1891'STANDARD NGS DISK. STAMPED---HAZELHURST 1945 NO 5 1982---SET IN A
 BW1891'DRILL HOLE IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF GALLITIN
 BW1891'STREET.  IT IS 9.1 METERS (29.9 FT) NORTH OF THE CENTER OF GALLITIN
 BW1891'STREET , 3.4 METERS (11.2 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 BW1891'BUILDING,2.0 METERS EAST OF A POWER POLE WITH A STREET LIGHT AND 0.3
 BW1891'METERS (1.0 FT) NORTH OF THE TOP STEP OF CURB.  AZIMUTH MARK IS A
 BW1891'STANDARD CGS DISK STAMPED---HAZELHURST 1945---SET IN TOP OF A SQUARE
 BW1891'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS ABOUT 118 METER (387.1
 BW1891'FT) EAST OF THE STATION IN THE GRASS PARKWAY OF U.S.  HIGHWAY 51,
 BW1891'20.27 METERS (66.50 FT) NORTH OF BENCHMARK HAZELHURST 1934, 9.1 METERS
 BW1891'(29.9 FT) SOUTH OF THE NORTH END OF PARKWAY AND 0.6 METERS (2.0 FT)
 BW1891'EAST OF THE WEST CURB OF PARKWAY.
 BW1891
 BW1891                          STATION RECOVERY (1992)
 BW1891
 BW1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW1891'IN HAZELHURST, AT THE INTERSECTION OF WEST GALLATIN AND SOUTH LOWE
 BW1891'STREETS, 34.9 M (114.5 FT) WEST OF REFERENCE MARK 3, 33.8 M
 BW1891'(110.9 FT) SOUTH OF REFERENCE MARK 5, 29.7 M (97.4 FT) EAST OF THE
 BW1891'CENTER OF SOUTH LOWE STREET, 26.6 M (87.3 FT) WEST-NORTHWEST OF THE
 BW1891'NORTHWEST CORNER OF THE COURTHOUSE, 22.5 M (73.8 FT) SOUTH OF THE
 BW1891'CENTERLINE OF WEST GALLATIN STREET, 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 BW1891'THE STREET, AND THE MONUMENT IS SURROUNDED BY AND FLUSH WITH A
 BW1891'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0152 ***********************************************************************
 BW0152  DESIGNATION -  HAZELHURST RM 3
 BW0152  PID         -  BW0152
 BW0152  STATE/COUNTY-  MS/COPIAH
 BW0152  USGS QUAD   -  HAZLEHURST (1963)
 BW0152
 BW0152                         *CURRENT SURVEY CONTROL
 BW0152  ___________________________________________________________________
 BW0152* NAD 83(1986)-  31 51 37.     (N)    090 23 51.     (W)     SCALED    
 BW0152* NAVD 88     -       147.222  (meters)     483.01   (feet)  ADJUSTED  
 BW0152  ___________________________________________________________________
 BW0152  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW0152  DYNAMIC HT  -         147.046 (meters)     482.43  (feet)  COMP
 BW0152  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BW0152
 BW0152  VERT ORDER  -  FIRST     CLASS I
 BW0152
 BW0152.The horizontal coordinates were scaled from a topographic map and have
 BW0152.an estimated accuracy of +/- 6 seconds.
 BW0152
 BW0152.The orthometric height was determined by differential leveling
 BW0152.and adjusted in February 1994.
 BW0152
 BW0152.The geoid height was determined by GEOID03.
 BW0152
 BW0152.The dynamic height is computed by dividing the NAVD 88
 BW0152.geopotential number by the normal gravity value computed on the
 BW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0152.degrees latitude (g = 980.6199 gals.).
 BW0152
 BW0152.The modeled gravity was interpolated from observed gravity values.
 BW0152
 BW0152;                    North         East    Units  Estimated Accuracy
 BW0152;SPC MS W     -   261,660.      693,930.      MT  (+/- 180 meters Scaled)
 BW0152
 BW0152                          SUPERSEDED SURVEY CONTROL
 BW0152
 BW0152  NAVD 88 (06/15/91)  147.208  (m)          482.96   (f) UNKNOWN     1 1
 BW0152  NGVD 29 (??/??/??)  147.208  (m)          482.96   (f) ADJUSTED    1 1
 BW0152
 BW0152.Superseded values are not recommended for survey control.
 BW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0152.See file dsdata.txt to determine how the superseded data were derived.
 BW0152
 BW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR462279(NAD 83)
 BW0152_MARKER: DR = REFERENCE MARK DISK
 BW0152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BW0152_SP_SET: STEP
 BW0152_STAMPING: HAZELHURST NO 3 1945
 BW0152_MARK LOGO: CGS   
 BW0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0152+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0152
 BW0152  HISTORY     - Date     Condition        Report By
 BW0152  HISTORY     - 1955     MONUMENTED       CGS
 BW0152  HISTORY     - 1969     GOOD             NGS
 BW0152  HISTORY     - 1982     GOOD             NGS
 BW0152  HISTORY     - 19920720 GOOD             NGS
 BW0152
 BW0152                          STATION DESCRIPTION
 BW0152
 BW0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0152'IN HAZLEHURST.
 BW0152'AT HAZLEHURST, AT THE COUNTY COURTHOUSE BUILDING, SET ON THE TOP OF
 BW0152'THE WEST END OF THE BOTTOM STEP AT THE NORTHWEST ENTRANCE TO THE
 BW0152'COURTHOUSE, 70.3 FEET SOUTH OF THE SOUTH CURB OF WEST GALLATIN STREET,
 BW0152'115 FEET SOUTHEAST OF THE STATION MARK DESCRIBED AND 1 FOOT ABOVE THE
 BW0152'LEVEL OF THE GROUND.
 BW0152
 BW0152                          STATION RECOVERY (1982)
 BW0152
 BW0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BW0152'RECOVERED IN GOOD CONDITION.
 BW0152
 BW0152                          STATION RECOVERY (1992)
 BW0152
 BW0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0152'IN HAZELHURST, AT THE INTERSECTION OF WEST GALLATIN AND SOUTH LOWE
 BW0152'STREETS, NEAR THE WEST END OF THE BOTTOM CONCRETE STEP AT THE
 BW0152'NORTHWEST ENTRANCE TO THE COUNTY COURTHOUSE, 64.0 M (210.0 FT) EAST
 BW0152'OF THE CENTER OF SOUTH LOWE STREET, 34.9 M (114.5 FT) EAST OF
 BW0152'TRIANGULATION STATION HAZELHURST RESET, 30.3 M (99.4 FT) SOUTH OF THE
 BW0152'CENTERLINE OF WEST GALLATIN STREET, 7.0 M (23.0 FT) NORTHEAST OF THE
 BW0152'NORTHWEST CORNER OF THE BUILDING, 1.9 M (6.2 FT) NORTH OF THE CENTER
 BW0152'OF THE ENTRANCE, AND 0.1 M (0.3 FT) EAST OF THE EAST EDGE OF A
 BW0152'WHEELCHAIR RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1897 ***********************************************************************
 BW1897  DESIGNATION -  HAZELHURST RM 5
 BW1897  PID         -  BW1897
 BW1897  STATE/COUNTY-  MS/COPIAH
 BW1897  USGS QUAD   -  HAZLEHURST (1963)
 BW1897
 BW1897                         *CURRENT SURVEY CONTROL
 BW1897  ___________________________________________________________________
 BW1897* NAD 83(1986)-  31 51 37.     (N)    090 23 51.     (W)     SCALED    
 BW1897* NAVD 88     -       146.373  (meters)     480.23   (feet)  ADJUSTED  
 BW1897  ___________________________________________________________________
 BW1897  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW1897  DYNAMIC HT  -         146.198 (meters)     479.65  (feet)  COMP
 BW1897  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BW1897
 BW1897  VERT ORDER  -  FIRST     CLASS II
 BW1897
 BW1897.The horizontal coordinates were scaled from a topographic map and have
 BW1897.an estimated accuracy of +/- 6 seconds.
 BW1897
 BW1897.The orthometric height was determined by differential leveling
 BW1897.and adjusted in February 1994.
 BW1897
 BW1897.The geoid height was determined by GEOID03.
 BW1897
 BW1897.The dynamic height is computed by dividing the NAVD 88
 BW1897.geopotential number by the normal gravity value computed on the
 BW1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1897.degrees latitude (g = 980.6199 gals.).
 BW1897
 BW1897.The modeled gravity was interpolated from observed gravity values.
 BW1897
 BW1897;                    North         East    Units  Estimated Accuracy
 BW1897;SPC MS W     -   261,660.      693,930.      MT  (+/- 180 meters Scaled)
 BW1897
 BW1897                          SUPERSEDED SURVEY CONTROL
 BW1897
 BW1897  NGVD 29 (08/12/04)  146.36   (m)          480.2    (f) RESET       3  
 BW1897
 BW1897.Superseded values are not recommended for survey control.
 BW1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1897.See file dsdata.txt to determine how the superseded data were derived.
 BW1897
 BW1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR462279(NAD 83)
 BW1897_MARKER: DR = REFERENCE MARK DISK
 BW1897_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BW1897_SP_SET: SIDEWALK
 BW1897_STAMPING: HAZELHURST 1945 NO 5 1982
 BW1897_MARK LOGO: NGS   
 BW1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1897+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW1897
 BW1897  HISTORY     - Date     Condition        Report By
 BW1897  HISTORY     - 1982     MONUMENTED       NGS
 BW1897  HISTORY     - 19920720 GOOD             NGS
 BW1897
 BW1897                          STATION DESCRIPTION
 BW1897
 BW1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BW1897'IN HAZELHURST.
 BW1897'THE MARK IS 2.0 FT ABOVE STREET.
 BW1897'NEAR THE CENTER OF HAZELHURST, ON THE NORTH SIDE AND ACROSS GALLITIN
 BW1897'STREET FROM THE PAVED MARKING LOT AT WEST SIDE OF COURTHOUSE, 33.75
 BW1897'METERS (110.7 FEET) NORTH OF STATION HAZELHURST 1945 1982, 9.1 METERS
 BW1897'(30.0 FEET) NORTH OF THE CENTER OF GALLITIN STREET, 3.4 METERS
 BW1897'(110.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING, 2.0
 BW1897'METERS (6.5 FEET) EAST OF A POWERPOLE WITH STREET LIGHT, AND 0.3
 BW1897'METER (0.9 FOOT) NORTH OF THE TOP STEP OF CURB.
 BW1897
 BW1897                          STATION RECOVERY (1992)
 BW1897
 BW1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW1897'IN HAZELHURST, AT 254 WEST GALLATIN STREET, 43.4 M (142.4 FT) EAST OF
 BW1897'THE CENTER OF NORTH LOWE STREET, 9.3 M (30.5 FT) NORTH OF THE
 BW1897'CENTERLINE OF WEST GALLATIN STREET, 5.6 M (18.4 FT) SOUTHWEST OF THE
 BW1897'SOUTHEAST CORNER OF THE COPIAH COUNTY SCHOOLS OFFICE AT 254 WEST
 BW1897'GALLATIN STREET, 3.3 M (10.8 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 BW1897'THE BUILDING, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M
 BW1897'(1.0 FT) NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0162 ***********************************************************************
 BW0162  DESIGNATION -  HAZLE
 BW0162  PID         -  BW0162
 BW0162  STATE/COUNTY-  MS/COPIAH
 BW0162  USGS QUAD   -  GALLMAN (1963)
 BW0162
 BW0162                         *CURRENT SURVEY CONTROL
 BW0162  ___________________________________________________________________
 BW0162* NAD 83(1993)-  31 53 38.13397(N)    090 24 13.08328(W)     ADJUSTED  
 BW0162* NAVD 88     -       143.406  (meters)     470.49   (feet)  ADJUSTED  
 BW0162  ___________________________________________________________________
 BW0162  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BW0162  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0162  DYNAMIC HT  -         143.235 (meters)     469.93  (feet)  COMP
 BW0162  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 BW0162
 BW0162  HORZ ORDER  -  FIRST
 BW0162  VERT ORDER  -  FIRST     CLASS I
 BW0162
 BW0162.The horizontal coordinates were established by classical geodetic methods
 BW0162.and adjusted by the National Geodetic Survey in May 1994.
 BW0162
 BW0162.The orthometric height was determined by differential leveling
 BW0162.and adjusted in June 1991.
 BW0162
 BW0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0162
 BW0162.The geoid height was determined by GEOID03.
 BW0162
 BW0162.The dynamic height is computed by dividing the NAVD 88
 BW0162.geopotential number by the normal gravity value computed on the
 BW0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0162.degrees latitude (g = 980.6199 gals.).
 BW0162
 BW0162.The modeled gravity was interpolated from observed gravity values.
 BW0162
 BW0162;                    North         East     Units Scale Factor Converg.
 BW0162;SPC MS W     -   265,389.946   693,349.741   MT  0.99995055   -0 02 13.7
 BW0162;SPC MS W     -   870,700.18  2,274,764.94   sFT  0.99995055   -0 02 13.7
 BW0162;UTM  15      - 3,531,619.161   745,559.939   MT  1.00034373   +1 22 20.9
 BW0162
 BW0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0162!SPC MS W     -   0.99998158  x   0.99995055  =   0.99993213
 BW0162!UTM  15      -   0.99998158  x   1.00034373  =   1.00032530
 BW0162
 BW0162:                Primary Azimuth Mark                     Grid Az
 BW0162:SPC MS W     -  CRYSTAL                                  010 36 20.7
 BW0162:UTM  15      -  CRYSTAL                                  009 11 46.1
 BW0162
 BW0162|---------------------------------------------------------------------|
 BW0162| PID    Reference Object                     Distance      Geod. Az  |
 BW0162|                                                           dddmmss.s |
 BW0162| CP2649 CRYSTAL                             APPROX.13.1 KM 0103407.0 |
 BW0162| BW0161 HAZLE RM 1                           17.099 METERS 01709     |
 BW0162| BW2218 CRYSTAL SPRINGS MUNICIPAL TANK      APPROX.10.8 KM 0224013.0 |
 BW0162| BW2226 WILSON LOOKOUT TOWER                APPROX. 9.2 KM 2061854.7 |
 BW0162| BW0164 HAZLE AZ                                           2772741.1 |
 BW0162| BW0163 HAZLE RM 2                           27.161 METERS 29317     |
 BW0162|---------------------------------------------------------------------|
 BW0162
 BW0162                          SUPERSEDED SURVEY CONTROL
 BW0162
 BW0162  NAD 83(1986)-  31 53 38.14869(N)    090 24 13.07915(W) AD(       ) 1
 BW0162  NAD 27      -  31 53 37.57600(N)    090 24 12.74900(W) AD(       ) 1
 BW0162  NGVD 29 (??/??/??)  143.406  (m)          470.49   (f) ADJUSTED    1 1
 BW0162
 BW0162.Superseded values are not recommended for survey control.
 BW0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0162.See file dsdata.txt to determine how the superseded data were derived.
 BW0162
 BW0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4556031619(NAD 83)
 BW0162_MARKER: DS = TRIANGULATION STATION DISK
 BW0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0162_SP_SET: CONCRETE POST
 BW0162_STAMPING: HAZLE 1945
 BW0162_MARK LOGO: CGS   
 BW0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0162+STABILITY: SURFACE MOTION
 BW0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0162+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0162
 BW0162  HISTORY     - Date     Condition        Report By
 BW0162  HISTORY     - 1945     MONUMENTED       CGS
 BW0162  HISTORY     - 1948     SEE DESCRIPTION  CGS
 BW0162  HISTORY     - 1955     GOOD             CGS
 BW0162  HISTORY     - 1958     GOOD             MSHD
 BW0162  HISTORY     - 1961     GOOD             CGS
 BW0162  HISTORY     - 1965     GOOD             MSHD
 BW0162  HISTORY     - 1969     GOOD             CGS
 BW0162  HISTORY     - 1969     GOOD             MSSU
 BW0162  HISTORY     - 1969     GOOD             NGS
 BW0162  HISTORY     - 19920622 GOOD             NGS
 BW0162
 BW0162                          STATION DESCRIPTION
 BW0162
 BW0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW0162'STATION IS LOCATED ABOUT 2.25 MILES N OF THE CITY OF HAZELHURST
 BW0162'AND ON THE PROPERTY OF W.L. MC LEMORE.  IT IS ON THE E EDGE
 BW0162'OF A YOUNG PEACH ORCHARD AND ABOUT 60 YARDS W OF U.S. HIGHWAY
 BW0162'51, 80 FEET N OF THE NW CORNER OF THE MC LEMORE FARM GARAGE,
 BW0162'AND 42 FEET S OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 BW0162'ROAD.
 BW0162'
 BW0162'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A
 BW0162'CONCRETE POST ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND,
 BW0162'AND IS STAMPED HAZEL 1945.  UNDERGROUND MARK IS A BRONZE
 BW0162'STATION DISK SET IN CONCRETE.
 BW0162'
 BW0162'REFERENCE MARK 1 IS 56.10 FEET N OF THE STATION, 14 FEET
 BW0162'N OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 2 FEET E
 BW0162'OF A TELEPHONE POLE, AND 2 FEET W OF A STANDARD WITNESS
 BW0162'POST.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 BW0162'POST, STAMPED HAZEL NO 1 1945, AND PROJECTS ABOUT 2 INCHES.
 BW0162'
 BW0162'REFERENCE MARK 2 IS 89.11 FEET W OF THE STATION, 25 FEET S
 BW0162'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 1 FOOT
 BW0162'E OF A N-S FENCE LINE, AND IN THE NW CORNER OF A YOUNG PEACH
 BW0162'ORCHARD.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 BW0162'POST, STAMPED HAZEL NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 BW0162'
 BW0162'AZIMUTH MARK IS 0.3 MILE W OF THE STATION, ABOUT 100 FEET
 BW0162'SE OF AN UNPAINTED FARMHOUSE, 18 FEET E OF THE APPROXIMATE
 BW0162'CENTER LINE OF A GRAVELED ROAD, 5 FEET N OF A WIRE GATE,
 BW0162'AND 2 FEET S OF A STANDARD WITNESS POST.  IT IS A BRONZE
 BW0162'AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED HAZEL
 BW0162'1945, AND PROJECTS ABOUT 5 INCHES.
 BW0162'
 BW0162'TO REACH THE STATION FROM THE MAIN BUSINESS DISTRICT OF
 BW0162'HAZELHURST, GO N ON U.S. HIGHWAY 51 FOR 2.3 MILES TO A GRAVELED
 BW0162'CROSSROAD, TURN LEFT AND GO ABOUT 60 YARDS TO THE W.L. MC LEMORE
 BW0162'RESIDENCE ON THE LEFT AND STATION AS DESCRIBED.
 BW0162'
 BW0162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON A GRAVELED
 BW0162'ROAD FOR 0.3 MILE TO AN UNPAINTED FARMHOUSE ON THE RIGHT
 BW0162'AND THE AZIMUTH ON THE LEFT AS DESCRIBED.
 BW0162'
 BW0162'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW0162
 BW0162                          STATION RECOVERY (1948)
 BW0162
 BW0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW0162'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  SURFACE,
 BW0162'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW0162'BRONZE DISKS SET IN CONCRETE.
 BW0162'NO ADDITIONAL MARKS WERE ESTABLISHED.  A COMPLETE
 BW0162'DESCRIPTION FOLLOWS--
 BW0162'
 BW0162'STATION IS LOCATED ON PROPERTY OF W.L. MC LEMORE, 2.3 MILES
 BW0162'NORTH OF THE COURTHOUSE IN HAZLEHURST VIA U.S. HIGHWAY 51,
 BW0162'212 FEET WEST OF CENTERLINE OF HIGHWAY 51, 80 FEET NORTH
 BW0162'OF THE NORTHWEST CORNER OF MC LEMORES GARAGE, AND 42 FEET
 BW0162'SOUTH OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.  THE MARK IS
 BW0162'8 INCHES UNDERGROUND, AND THE DISK IS STAMPED HAZEL 1945.
 BW0162'
 BW0162'REFERENCE MARK NO. 1 IS 56.12 FEET NORTH OF STATION AND 2 FEET
 BW0162'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 BW0162'AND THE DISK IS STAMPED HAZEL NO 1 1945.
 BW0162'
 BW0162'REFERENCE MARK NO. 2 IS 89.10 FEET WEST OF STATION AND 6 FEET
 BW0162'SOUTH OF FENCE CORNER.  THE MARK PROJECTS 4 INCHES, AND
 BW0162'THE DISK IS STAMPED HAZEL NO 2 1945.
 BW0162'
 BW0162'AZIMUTH MARK IS 0.3 MILE WEST OF STATION, ABOUT 100 FEET
 BW0162'SOUTHEAST OF AN UNPAINTED FARMHOUSE, 18 FEET EAST OF APPROXIMATE
 BW0162'CENTERLINE OF GRAVELED ROAD, AND 2 FEET SOUTH OF A WHITE WITNESS
 BW0162'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BW0162'HAZEL 1945.
 BW0162'
 BW0162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 BW0162'GRAVELED ROAD FOR 0.3 MILE TO AN UNPAINTED FARMHOUSE ON THE
 BW0162'RIGHT AND THE AZIMUTH ON THE LEFT.
 BW0162'
 BW0162'HEIGHT OF LIGHT ABOVE STATION MARK--30 METERS.
 BW0162
 BW0162                          STATION RECOVERY (1955)
 BW0162
 BW0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW0162'THE STATION WAS VISITED 9-8-55 AND ALL MARKS WERE FOUND
 BW0162'IN GOOD CONDITION.  THE 1948 RECOVEREY NOTE BY F.X.P. IS ADEQUATE.
 BW0162'
 BW0162'NOTE--THE UNPAINTED HOUSE MENTIONED IN THE AZIMUTH MARK
 BW0162'DESCRIPTION HAS BEEN TORN DOWN, THE CHIMNEY IS STILL STANDING.
 BW0162
 BW0162                          STATION RECOVERY (1958)
 BW0162
 BW0162'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1958
 BW0162'ALL MARKS WERE FOUND IN GOOD CONDITION.
 BW0162
 BW0162                          STATION RECOVERY (1961)
 BW0162
 BW0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CRR)
 BW0162'THE STATION WAS VISITED 1-16-61 AND ALL MARKS WERE FOUND
 BW0162'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET AT THIS DATE
 BW0162'AT THE REQUEST OF THE MISSISSIPPI STATE HIGHWAY DEPARTMENT,
 BW0162'DUE TO THE CONSTRUCTION OF INTERSTATE HIGHWAY 55.  THE AZIMUTH
 BW0162'MARK WAS RESET IN LINE WITH AND AWAY FROM THE 1945 AZIMUTH
 BW0162'MARK AND THE STATION, ON THE WEST RIGHT-OF-WAY FENCE LINE
 BW0162'OF INTERSTATE HIGHWAY 55.  A NEW DESCRIPTION FOLLOWS--
 BW0162'
 BW0162'THE STATION IS LOCATED 2.25 MILES NORTH ALONG U.S. HIGHWAY 51 FROM
 BW0162'HAZELHURST, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY
 BW0162'51 AND A DIRT ROAD LEADING WEST, ON PROPERTY OWNED BY W.L. MC
 BW0162'LEMORE.  IT IS 205 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 43
 BW0162'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 26 FEET WEST
 BW0162'OF A 10-INCH OAK TREE, 55 FEET WEST OF THE CENTERLINE OF A
 BW0162'DRIVEWAY LEADING TO THE MC LEMORE RED BRICK HOUSE, 34 FEET
 BW0162'EAST-NORTHEAST OF AN 8-INCH PECAN TREE, 69.5 FEET NORTH OF THE
 BW0162'NORTHWEST CORNER OF A WHITE FRAME GARAGE AND 5 FEET WEST
 BW0162'OF THE PROJECTED PLANE OF THE WEST WALL OF THE GARAGE.  IT IS
 BW0162'A STANDARD DISK, STAMPED HAZEL 1945, 8 INCHES BELOW THE
 BW0162'SURFACE OF THE GROUND.
 BW0162'
 BW0162'REFERENCE MARK NO. 1 IS 56.10 FEET NORTH OF THE STATION.
 BW0162'IT IS 14 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 2 FEET
 BW0162'EAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A FENCE CORNER,
 BW0162'49 FEET WEST-SOUTHWEST OF A POWER POLE, 193 FEET WEST OF
 BW0162'THE CENTERLINE OF U.S. HIGHWAY 51, AND 1 FOOT WEST OF A METAL
 BW0162'WITNESS POST.  IT IS A STANDARD DISK, STAMPED HAZEL NO L 1945,
 BW0162'PROJECTING 4 INCHES.
 BW0162'
 BW0162'REFERENCE MARK NO. 2 IS 89.11 FEET WEST-NORTHWEST OF THE
 BW0162'STATION, 24 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 14
 BW0162'FEET NORTHWEST OF AN 8-INCH LONE PINE TREE, AND 287 FEET
 BW0162'WEST OF THE CENTERLINE OF U.S. HIGHWAY 51.  IT IS A STANDARD
 BW0162'DISK STAMPED HAZEL NO 2 1945, PROJECTING 4 INCHES.
 BW0162'
 BW0162'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, ON THE
 BW0162'WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 55, ON THE TOP OF
 BW0162'AN EAST-WEST RIDGE, 110 FEET WEST OF THE CENTERLINE OF THE
 BW0162'WEST LANE OF THE HIGHWAY, 16 FEET SOUTH OF THE CENTER OF
 BW0162'AN OLD DIM WOOD ROAD, 35 FEET NORTH OF THE CENTER OF A DIM
 BW0162'TRACK ROAD LEADING WEST, 12 FEET EAST OF A 2 FOOT EMBANKMENT
 BW0162'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW0162'DISK, STAMPED HAZEL 1945 RESET 1961, PROJECTING 4 INCHES.
 BW0162'
 BW0162'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BW0162'NO. 2 IS 100.2 FEET.
 BW0162'
 BW0162'TO REACH THE STATION FROM THE COURTHOUSE AT HAZELHURST,
 BW0162'GO NORTH ON U.S. HIGHWAY 51 FOR 2.3 MILES TO A SIDE ROAD LEFT,
 BW0162'TURN LEFT AND GO ABOUT 200 FEET TO THE MARK ON THE LEFT.
 BW0162'CONTINUE WEST FOR 0.3 MILE TO THE EAST RIGHT-OF-WAY OF INTERSTATE
 BW0162'HIGHWAY 55 AND THE AZIMUTH MARK ACROSS THE ROAD.
 BW0162
 BW0162                          STATION RECOVERY (1965)
 BW0162
 BW0162'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW0162'THE STATION WAS VISITED 11-29-65 AND THE STATION, R.M. 1,
 BW0162'AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 BW0162'WAS NOT FOUND.
 BW0162'
 BW0162'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW0162'FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN
 BW0162'HAZLEHURST.  GO NORTH FOR 2.3 MILES TO A GRAVELED CROSSROAD.
 BW0162'TURN LEFT AND GO 0.04 MILE TO THE STATION ON THE LEFT.
 BW0162'
 BW0162'STATION DISK IS STAMPED HAZLE (1945) AND IS 8 INCHES BELOW
 BW0162'THE GROUND SURFACE.  IT IS 212 FEET WEST OF THE CENTERLINE
 BW0162'OF HIGHWAY 51, 80 FEET NORTH OF NORTHWEST CORNER OF MC LEMORES
 BW0162'GARAGE, 56.5 FEET SOUTHWEST OF MC LEMORES MAILBOX AND 42 FEET
 BW0162'SOUTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD.
 BW0162'
 BW0162'R.M. 1 IS 13.6 FEET WEST OF MC LEMORES MAILBOX, 12 FEET NORTH
 BW0162'OF CENTER OF GRAVELED ROAD, 2 FEET SOUTHWEST OF A FENCE CORNER
 BW0162'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST, IS STAMPED
 BW0162'HAZLE NO 1 (1945) AND PROJECTS 4 INCHES.
 BW0162'
 BW0162'R.M. 2 IS 25 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 BW0162'ROAD AND 9 FEET SOUTH OF A FENCE CORNER, IS STAMPED HAZLE NO
 BW0162'2 (1945) AND PROJECTS 4 INCHES.
 BW0162
 BW0162                          STATION RECOVERY (1969)
 BW0162
 BW0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 BW0162'THE STATION, R.M. 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 BW0162'RECOVERED AND IN GOOD CONDITION.
 BW0162'
 BW0162'THE STATION MARY BE REACHED FROM HAZLEHURST BY GOING 2.3
 BW0162'MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE BUILDING,
 BW0162'THENCE 0.05 MILE WEST ALONG A GRAVEL ROAD.
 BW0162'
 BW0162'THE STATION IS 204 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 BW0162'51, 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 42
 BW0162'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 58 FEET WEST
 BW0162'OF THE CENTER LINE OF A DRIVEWAY TO A BRICK RESIDENCE, ON
 BW0162'THE PROPERTY OF MR. W.L. MC LEMORE, ABOUT LEVEL WITH THE
 BW0162'ROAD AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 BW0162'LEVEL OF THE GROUND.
 BW0162'
 BW0162'R.M. 1 IS 56.1 FEET NORTH OF AND ACROSS THE ROAD FROM THE
 BW0162'STATION MARK, 194 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 BW0162'51, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 BW0162'SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD AND
 BW0162'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 BW0162'THE LEVEL OF THE GROUND.
 BW0162'
 BW0162'R.M. 2 IS 89.1 FEET WEST OF THE STATION MARK, 293 FEET WEST
 BW0162'OF THE CENTER LINE OF U.S. HIGHWAY 51, 100.2 FEET SOUTHWEST
 BW0162'OF AND ACROSS THE ROAD FROM R.M. 1, 16 FEET WEST OF THE
 BW0162'CENTER LINE OF A DRIVEWAY, 25 FEET SOUTH OF THE CENTER LINE
 BW0162'OF THE GRAVEL ROAD, 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 BW0162'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BW0162'THE LEVEL OF THE GROUND.  THE AZIMUTH MARK IS ABOUT 0.3
 BW0162'MILE WEST OF THE STATION, ALONG INTERSTATE HIGHWAY 55, 110
 BW0162'FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 BW0162'HIGHWAY, 7 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE LINE, 20
 BW0162'FEET NORTHEAST OF A POWER LINE POLE, 15 FEET ABOVE THE
 BW0162'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BW0162'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BW0162'
 BW0162'NOTE--THE AZIMUTH MARK DISK IS STAMPED HAZEL 1945 RESET
 BW0162'1961.  THE STATION MARK DISK AND THE TWO R.M.S ARE STAMPED
 BW0162'HAZLE 1945
 BW0162'
 BW0162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 BW0162'MILES NORTH OF HAZLEHURST
 BW0162
 BW0162                          STATION RECOVERY (1969)
 BW0162
 BW0162'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW0162'HAZLE-GOOD
 BW0162'
 BW0162'R.M. 1-GOOD
 BW0162'
 BW0162'R.M. 2-FAIR - POOR QUALITY OF CONCRETE
 BW0162'
 BW0162'AZ. MK.-NOT SEARCHED FOR THIS DATE - WAS GOOD 22 JULY 68
 BW0162'
 BW0162'DESCRIPTION BY (C.R.R. 1961) ADEQUATE
 BW0162'
 BW0162'NO APPARANT DANGER TO ANY OF THE MARKS
 BW0162
 BW0162                          STATION RECOVERY (1969)
 BW0162
 BW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BW0162'2.45 MI N FROM HAZLEHURST.
 BW0162'ABOUT 1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0162'STATION AT HAZLEHURST, THENCE 0.65 MILE NORTH ALONE A BLACK TOP ROAD,
 BW0162'THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, 204 FEET WEST OF THE
 BW0162'CENTER LINE OF U. S. HIGHWAY 51, 80 FEET NORTH OF THE NORTHWEST CORNER
 BW0162'OF A GARAGE, 42 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 58
 BW0162'FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A BRICK
 BW0162'RESIDENCE, ON THE PROPERTY OF MR. W. L. MCLEMORE, ABOUT LEVEL WITH THE
 BW0162'ROAD AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF
 BW0162'THE GROUND.  NOTE-- TRIANGULATION DESCRIPTION DESIGNATES THIS AS
 BW0162'HAZEL.  1/4, SEC 28, T 1N, R 2W.
 BW0162
 BW0162                          STATION RECOVERY (1992)
 BW0162
 BW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0162'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0162'HAZELHURST, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0162'CENTRAL RAILROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A PAVED
 BW0162'ROAD, 62.2 M (204.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF U.S.
 BW0162'HIGHWAY 51, 24.4 M (80.1 FT) NORTH OF THE NORTHWEST CORNER OF A
 BW0162'GARAGE AT THE HENRY HENDERSON RESIDENCE, 17.7 M (58.1 FT) WEST OF THE
 BW0162'CENTER OF A DRIVEWAY, 17.1 M (56.1 FT) SOUTH OF REFERENCE MARK 1,
 BW0162'12.8 M (42.0 FT) SOUTH OF THE CENTER OF THE ROAD, AND THE MONUMENT IS
 BW0162'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0161 ***********************************************************************
 BW0161  DESIGNATION -  HAZLE RM 1
 BW0161  PID         -  BW0161
 BW0161  STATE/COUNTY-  MS/COPIAH
 BW0161  USGS QUAD   -  GALLMAN (1963)
 BW0161
 BW0161                         *CURRENT SURVEY CONTROL
 BW0161  ___________________________________________________________________
 BW0161* NAD 83(1986)-  31 53 38.     (N)    090 24 13.     (W)     SCALED    
 BW0161* NAVD 88     -       143.483  (meters)     470.74   (feet)  ADJUSTED  
 BW0161  ___________________________________________________________________
 BW0161  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0161  DYNAMIC HT  -         143.312 (meters)     470.18  (feet)  COMP
 BW0161  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 BW0161
 BW0161  VERT ORDER  -  FIRST     CLASS I
 BW0161
 BW0161.The horizontal coordinates were scaled from a topographic map and have
 BW0161.an estimated accuracy of +/- 6 seconds.
 BW0161
 BW0161.The orthometric height was determined by differential leveling
 BW0161.and adjusted in June 1991.
 BW0161
 BW0161.The geoid height was determined by GEOID03.
 BW0161
 BW0161.The dynamic height is computed by dividing the NAVD 88
 BW0161.geopotential number by the normal gravity value computed on the
 BW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0161.degrees latitude (g = 980.6199 gals.).
 BW0161
 BW0161.The modeled gravity was interpolated from observed gravity values.
 BW0161
 BW0161;                    North         East    Units  Estimated Accuracy
 BW0161;SPC MS W     -   265,390.      693,350.      MT  (+/- 180 meters Scaled)
 BW0161
 BW0161                          SUPERSEDED SURVEY CONTROL
 BW0161
 BW0161  NGVD 29 (??/??/??)  143.484  (m)          470.75   (f) ADJUSTED    1 1
 BW0161
 BW0161.Superseded values are not recommended for survey control.
 BW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0161.See file dsdata.txt to determine how the superseded data were derived.
 BW0161
 BW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR455316(NAD 83)
 BW0161_MARKER: DR = REFERENCE MARK DISK
 BW0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0161_SP_SET: CONCRETE POST
 BW0161_STAMPING: HAZLE NO 1 1945
 BW0161_MARK LOGO: CGS   
 BW0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0161+STABILITY: SURFACE MOTION
 BW0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0161+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 BW0161
 BW0161  HISTORY     - Date     Condition        Report By
 BW0161  HISTORY     - 1945     MONUMENTED       CGS
 BW0161  HISTORY     - 1969     GOOD             NGS
 BW0161  HISTORY     - 19920622 GOOD             NGS
 BW0161
 BW0161                          STATION DESCRIPTION
 BW0161
 BW0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0161'2.45 MI N FROM HAZLEHURST.
 BW0161'ABOUT 1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0161'STATION AT HAZLEHURST, THENCE 0.65 MILE NORTH ALONG A BLACK TOP ROAD,
 BW0161'THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD, 0.05 MILE WEST OF THE
 BW0161'INTERSECTION OF U. S. HIGHWAY 51, 194 FEET WEST OF THE CENTER LINE OF
 BW0161'U. S. HIGHWAY 51, 14 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 BW0161'ROAD, 2 FEET SOUTHWEST OF A FENCE CORNER, 56.1 FEET NORTH OF AND
 BW0161'ACROSS THE GRAVEL ROAD FROM THE STATION MARK DESCRIBED, ABOUT LEVEL
 BW0161'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BW0161'INCHES ABOVE THE LEVEL OF THE GROUND.  1/4, SEC 28, T 1N, R 2W.
 BW0161
 BW0161                          STATION RECOVERY (1992)
 BW0161
 BW0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0161'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0161'HAZELHURST, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0161'CENTRAL RAILROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A PAVED
 BW0161'ROAD, 59.1 M (193.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF U.S.
 BW0161'HIGHWAY 51, 17.1 M (56.1 FT) NORTH OF TRIANGULATION STATION HAZLE,
 BW0161'12.0 M (39.4 FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY, 4.3 M
 BW0161'(14.1 FT) NORTH OF THE ROAD CENTER, 0.3 M (1.0 FT) NORTHWEST OF A
 BW0161'WITNESS POST, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE
 BW0161'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0163 ***********************************************************************
 BW0163  DESIGNATION -  HAZLE RM 2
 BW0163  PID         -  BW0163
 BW0163  STATE/COUNTY-  MS/COPIAH
 BW0163  USGS QUAD   -  GALLMAN (1963)
 BW0163
 BW0163                         *CURRENT SURVEY CONTROL
 BW0163  ___________________________________________________________________
 BW0163* NAD 83(1986)-  31 53 38.     (N)    090 24 13.     (W)     SCALED    
 BW0163* NAVD 88     -       143.558  (meters)     470.99   (feet)  ADJUSTED  
 BW0163  ___________________________________________________________________
 BW0163  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW0163  DYNAMIC HT  -         143.387 (meters)     470.43  (feet)  COMP
 BW0163  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 BW0163
 BW0163  VERT ORDER  -  FIRST     CLASS I
 BW0163
 BW0163.The horizontal coordinates were scaled from a topographic map and have
 BW0163.an estimated accuracy of +/- 6 seconds.
 BW0163
 BW0163.The orthometric height was determined by differential leveling
 BW0163.and adjusted in June 1991.
 BW0163
 BW0163.The geoid height was determined by GEOID03.
 BW0163
 BW0163.The dynamic height is computed by dividing the NAVD 88
 BW0163.geopotential number by the normal gravity value computed on the
 BW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0163.degrees latitude (g = 980.6199 gals.).
 BW0163
 BW0163.The modeled gravity was interpolated from observed gravity values.
 BW0163
 BW0163;                    North         East    Units  Estimated Accuracy
 BW0163;SPC MS W     -   265,390.      693,350.      MT  (+/- 180 meters Scaled)
 BW0163
 BW0163                          SUPERSEDED SURVEY CONTROL
 BW0163
 BW0163  NGVD 29 (??/??/??)  143.558  (m)          470.99   (f) ADJUSTED    1 1
 BW0163
 BW0163.Superseded values are not recommended for survey control.
 BW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0163.See file dsdata.txt to determine how the superseded data were derived.
 BW0163
 BW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR455316(NAD 83)
 BW0163_MARKER: DR = REFERENCE MARK DISK
 BW0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0163_STAMPING: HAZLE NO 2 1945
 BW0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0163+STABILITY: SURFACE MOTION
 BW0163
 BW0163  HISTORY     - Date     Condition        Report By
 BW0163  HISTORY     - 1945     MONUMENTED       CGS
 BW0163  HISTORY     - 1969     GOOD             NGS
 BW0163  HISTORY     - 19920610 MARK NOT FOUND   NGS
 BW0163
 BW0163                          STATION DESCRIPTION
 BW0163
 BW0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0163'2.45 MI N FROM HAZLEHURST.
 BW0163'ABOUT 1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0163'STATION AT HAZLEHURST, THENCE 0.65 MILE NORTH ALONG A BLACK TOP ROAD,
 BW0163'THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, 293 FEET WEST OF THE
 BW0163'CENTER LINE OF U. S. HIGHWAY 51, 25 FEET SOUTH OF THE CENTER LINE OF
 BW0163'THE GRAVEL ROAD, 16 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 89.1
 BW0163'WEST OF THE STATION MARK DESCRIBED, 100.2 FEET SOUTHWEST OF AND ACROSS
 BW0163'THE ROAD FROM RM 1 DESCRIBED, 3 FEET ABOVE THE LEVEL OF THE ROAD AND
 BW0163'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 BW0163'OF THE GROUND.  1/4, SEC 28, T 1N, R 2W.  NOTE-- STAMPED AS SHOWN
 BW0163'ABOVE.  DESIGNATED AS HAZEL BY TRIANGULATION PARTY.
 BW0163
 BW0163                          STATION RECOVERY (1992)
 BW0163
 BW0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0163'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2227 ***********************************************************************
 BW2227  DESIGNATION -  HAZLEHURST MUNICIPAL TANK
 BW2227  PID         -  BW2227
 BW2227  STATE/COUNTY-  MS/COPIAH
 BW2227  USGS QUAD   -  HAZLEHURST (1963)
 BW2227
 BW2227                         *CURRENT SURVEY CONTROL
 BW2227  ___________________________________________________________________
 BW2227* NAD 83(1993)-  31 51 36.49635(N)    090 23 51.98957(W)     ADJUSTED  
 BW2227* NAVD 88     -              **(meters)            **(feet)            
 BW2227  ___________________________________________________________________
 BW2227  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BW2227  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BW2227  HORZ ORDER  -  THIRD
 BW2227
 BW2227.The horizontal coordinates were established by classical geodetic methods
 BW2227.and adjusted by the National Geodetic Survey in May 1994.
 BW2227
 BW2227
 BW2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2227
 BW2227.The geoid height was determined by GEOID03.
 BW2227
 BW2227;                    North         East     Units Scale Factor Converg.
 BW2227;SPC MS W     -   261,643.192   693,901.795   MT  0.99995046   -0 02 02.5
 BW2227;SPC MS W     -   858,407.71  2,276,576.14   sFT  0.99995046   -0 02 02.5
 BW2227;UTM  15      - 3,527,885.639   746,204.207   MT  1.00034764   +1 22 27.4
 BW2227
 BW2227                          SUPERSEDED SURVEY CONTROL
 BW2227
 BW2227  NAD 83(1986)-  31 51 36.51181(N)    090 23 51.98579(W) AD(       ) 4
 BW2227  NAD 27      -  31 51 35.93200(N)    090 23 51.65500(W) AD(       ) 3
 BW2227
 BW2227.Superseded values are not recommended for survey control.
 BW2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2227.See file dsdata.txt to determine how the superseded data were derived.
 BW2227
 BW2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR4620427886(NAD 83)
 BW2227_MARKER: 53 = ELEVATED TANK
 BW2227
 BW2227  HISTORY     - Date     Condition        Report By
 BW2227  HISTORY     - 1945     FIRST OBSERVED   CGS
 BW2227  HISTORY     - 1948     GOOD             CGS
 BW2227  HISTORY     - 1955     GOOD             CGS
 BW2227  HISTORY     - 1965     GOOD             MSHD
 BW2227  HISTORY     - 1969     GOOD             MSSU
 BW2227
 BW2227                          STATION DESCRIPTION
 BW2227
 BW2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2227'STATION IS LOCATED IN THE CENTER OF HAZELHURST IN THE REAR
 BW2227'OF THE COPIAH COUNTY JAIL.  IT IS A CONICAL-SHAPED WATER
 BW2227'TANK SUPPORTED BY 4 STEEL LEGS.  IT IS PAINTED BLACK AND
 BW2227'IS ABOUT 125 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE
 BW2227'FROM TRIANGULATION STATION HAZELHURST.  DISTANCE IS 18.810
 BW2227'METERS (61.71 FEET).  THE POINT OBSERVED ON WAS THE CENTER
 BW2227'OF THE BASE OF THE TANK.
 BW2227
 BW2227                          STATION RECOVERY (1948)
 BW2227
 BW2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2227'THIS INTERSECTION STATION WAS RECOVERED WITH NO CHANGES
 BW2227'HAVING BEEN MADE IN IT SINCE 1945.  A COMPLETE DESCRIPTION
 BW2227'FOLLOWS--
 BW2227'
 BW2227'STATION IS LOCATED IN THE CENTER OF HAZLEHURST BEHIND THE
 BW2227'COPIAH COUNTY JAIL.  IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT
 BW2227'125 FEET HIGH, PAINTED BLACK, AND HAS A CAPACITY OF APPROXIMATELY
 BW2227'60,000 GALLONS.
 BW2227'
 BW2227'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
 BW2227
 BW2227                          STATION RECOVERY (1955)
 BW2227
 BW2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2227'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION.  THE
 BW2227'DESCRIPTION IS ADEQUATE.
 BW2227
 BW2227                          STATION RECOVERY (1965)
 BW2227
 BW2227'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2227'THE STATION WAS VISITED 12-9-65 AND WAS FOUND IN GOOD CONDITION.
 BW2227'
 BW2227'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2227'FRONT ENTRANCE OF THE U.S. POST OFFICE ON HIGHWAY 51 IN
 BW2227'HAZELHURST.  GO SOUTH FOR 0.07 MILE TO AN INTERSECTION.
 BW2227'TURN RIGHT AND GO 0.1 MILE TO THE TANK ON THE LEFT.
 BW2227
 BW2227                          STATION RECOVERY (1969)
 BW2227
 BW2227'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1969 (RB)
 BW2227'WATER TANK-DESTROYED PRIOR 8 MAY 69
 BW2227'
 BW2227'PARKING LOT NOW IN LOCATION OF PREVIOUS WATER TANK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA6293 ***********************************************************************
 AA6293  PACS        -  This is a Primary Airport Control Station.
 AA6293  DESIGNATION -  HBG AP 1967 STA A
 AA6293  PID         -  AA6293
 AA6293  STATE/COUNTY-  MS/FORREST
 AA6293  USGS QUAD   -  HATTIESBURG (1982)
 AA6293
 AA6293                         *CURRENT SURVEY CONTROL
 AA6293  ___________________________________________________________________
 AA6293* NAD 83(2007)-  31 16 15.89606(N)    089 15 36.50652(W)     ADJUSTED  
 AA6293* NAVD 88     -        45.51   (+/-2cm)     149.3    (feet)  VERTCON   
 AA6293  ___________________________________________________________________
 AA6293  EPOCH DATE  -        2002.00
 AA6293  X           -      70,457.289 (meters)                     COMP
 AA6293  Y           -  -5,456,011.570 (meters)                     COMP
 AA6293  Z           -   3,291,628.926 (meters)                     COMP
 AA6293  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA6293  ELLIP HEIGHT-          18.572 (meters)          (02/10/07) ADJUSTED
 AA6293  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AA6293
 AA6293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA6293  Type    PID    Designation                      North   East  Ellip
 AA6293  -------------------------------------------------------------------
 AA6293  NETWORK AA6293 HBG AP 1967 STA A                 2.14   2.57   4.78
 AA6293  -------------------------------------------------------------------
 AA6293  VERT ORDER  -  THIRD ? (See Below)
 AA6293
 AA6293.This mark is at Bobby L Chain Muni Airport (HBG)
 AA6293
 AA6293.The horizontal coordinates were established by GPS observations
 AA6293.and adjusted by the National Geodetic Survey in February 2007.
 AA6293
 AA6293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA6293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA6293.The horizontal coordinates are valid at the epoch date displayed above.
 AA6293.The epoch date for horizontal control is a decimal equivalence
 AA6293.of Year/Month/Day.
 AA6293
 AA6293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6293
 AA6293.GPS derived orthometric heights for airport stations designated as
 AA6293.PACS or SACS are published to 2 decimal places.  This maintains
 AA6293.centimeter relative accuracy between the PACS and SACS.  It does
 AA6293.not indicate centimeter accuracy relative to other marks which are
 AA6293.part of the NAVD 88 network.
 AA6293.The vertical order pertains to the NGVD 29 superseded value.
 AA6293
 AA6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6293
 AA6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6293
 AA6293.The ellipsoidal height was determined by GPS observations
 AA6293.and is referenced to NAD 83.
 AA6293
 AA6293.The geoid height was determined by GEOID03.
 AA6293
 AA6293;                    North         East     Units Scale Factor Converg.
 AA6293;SPC MS E     -   196,409.188   259,355.699   MT  0.99997037   -0 13 17.6
 AA6293;SPC MS E     -   644,385.81    850,902.82   sFT  0.99997037   -0 13 17.6
 AA6293;UTM  16      - 3,461,849.052   284,820.126   MT  1.00017115   -1 10 25.2
 AA6293
 AA6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6293!SPC MS E     -   0.99999708  x   0.99997037  =   0.99996745
 AA6293!UTM  16      -   0.99999708  x   1.00017115  =   1.00016823
 AA6293
 AA6293:                Primary Azimuth Mark                     Grid Az
 AA6293:SPC MS E     -  HBG ARP 2 1967                           138 38 14.7
 AA6293:UTM  16      -  HBG ARP 2 1967                           139 35 22.3
 AA6293
 AA6293|---------------------------------------------------------------------|
 AA6293| PID    Reference Object                     Distance      Geod. Az  |
 AA6293|                                                           dddmmss.s |
 AA6293| AA6292 HBG ARP 2 1967                      APPROX. 0.8 KM 1382457.1 |
 AA6293|---------------------------------------------------------------------|
 AA6293
 AA6293                          SUPERSEDED SURVEY CONTROL
 AA6293
 AA6293  ELLIP H (04/15/02)   18.566  (m)                       GP(       ) 4 1
 AA6293  NAD 83(1993)-  31 16 15.89571(N)    089 15 36.50606(W) AD(       ) B
 AA6293  ELLIP H (07/21/95)   18.654  (m)                       GP(       ) 4 1
 AA6293  NGVD 29 (07/21/95)   45.53   (m)          149.4    (f) LEVELING    3  
 AA6293
 AA6293.Superseded values are not recommended for survey control.
 AA6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6293.See file dsdata.txt to determine how the superseded data were derived.
 AA6293
 AA6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8482061849(NAD 83)
 AA6293_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6293_STAMPING: AP 1967 STA A
 AA6293_MARK LOGO: CGS   
 AA6293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6293+STABILITY: SURFACE MOTION
 AA6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6293+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA6293
 AA6293  HISTORY     - Date     Condition        Report By
 AA6293  HISTORY     - 1967     MONUMENTED       CGS
 AA6293  HISTORY     - 19810630 GOOD             NGS
 AA6293
 AA6293                          STATION DESCRIPTION
 AA6293
 AA6293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DCW)
 AA6293'THE STATION IS LOCATED AT THE HATTIESBURG MUNINCIPAL AIRPORT IN
 AA6293'HATTIESBURG, MS.  FROM THE JUNCTION OF I-59 AND SR98 PROCEED EAST ON
 AA6293'SR-98 FOR 1.4 MILES (2.3 KM) TO SR-49. TURN LEFT ON SR-49 AND GO 5.0
 AA6293'MILES (8.0 KM) TO ROAD AND AIRPORT SIGN LEFT.  TAKE LEFT AND GO FOR 2
 AA6293'MILES (3.2 KM) TO AIRPORT ON RIGHT.  THE STATION IS AT THE APPROACH
 AA6293'END OF RUNWAY 13 AND IS 200 FEET (61.0 M) NORTHEAST CENTERLINE END OF
 AA6293'THE RUNWAY, 120.9 FEET (36.9 M) NORTHEAST OF THE MOST NORTHEASTERN
 AA6293'THRESHOLD LIGHT, AND 352.5 FEET (107.4 M) NORTHWEST OF THE FIRST
 AA6293'RUNWAY LIGHT.  THE STATION IS A STANDARD TOPO DISK STAMPED----AP 1967
 AA6293'STA A---, SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA6293
 AA6293                          STATION RECOVERY (1981)
 AA6293
 AA6293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AA6293'THE STATION IS LOCATED AT THE HATTIESBURG MUNICIPAL AIRPORT AS
 AA6293'FOLLOWS, 200 FEET (61.0 M) NORTHEAST OF THE CENTERLINE END OF RUNWAY
 AA6293'13, 120.0 FT (36.6 M) NORTHEAST OF THE MOST NORTH-EASTERN THRESHOLD
 AA6293'LIGHT, 352.5 FT (107.4 M) NORTHWEST OF THE FIRST RUNWAY LIGHT.  THE
 AA6293'STATION MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1967 STA A SET
 AA6293'IN A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA6294 ***********************************************************************
 AA6294  SACS        -  This is a Secondary Airport Control Station.
 AA6294  DESIGNATION -  HBG AP 1967 STA B
 AA6294  PID         -  AA6294
 AA6294  STATE/COUNTY-  MS/FORREST
 AA6294  USGS QUAD   -  CARTERVILLE (1985)
 AA6294
 AA6294                         *CURRENT SURVEY CONTROL
 AA6294  ___________________________________________________________________
 AA6294* NAD 83(2007)-  31 15 36.66044(N)    089 14 43.93521(W)     ADJUSTED  
 AA6294* NAVD 88     -        42.63   (+/-2cm)     139.9    (feet)  VERTCON   
 AA6294  ___________________________________________________________________
 AA6294  EPOCH DATE  -        2002.00
 AA6294  X           -      71,856.101 (meters)                     COMP
 AA6294  Y           -  -5,456,618.041 (meters)                     COMP
 AA6294  Z           -   3,290,594.505 (meters)                     COMP
 AA6294  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AA6294  ELLIP HEIGHT-          15.641 (meters)          (02/10/07) ADJUSTED
 AA6294  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AA6294
 AA6294  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA6294  Type    PID    Designation                      North   East  Ellip
 AA6294  -------------------------------------------------------------------
 AA6294  NETWORK AA6294 HBG AP 1967 STA B                 4.23   5.08  11.25
 AA6294  -------------------------------------------------------------------
 AA6294  VERT ORDER  -  THIRD ? (See Below)
 AA6294
 AA6294.This mark is at Bobby L Chain Muni Airport (HBG)
 AA6294
 AA6294.The horizontal coordinates were established by GPS observations
 AA6294.and adjusted by the National Geodetic Survey in February 2007.
 AA6294
 AA6294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA6294.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA6294.The horizontal coordinates are valid at the epoch date displayed above.
 AA6294.The epoch date for horizontal control is a decimal equivalence
 AA6294.of Year/Month/Day.
 AA6294
 AA6294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6294
 AA6294.GPS derived orthometric heights for airport stations designated as
 AA6294.PACS or SACS are published to 2 decimal places.  This maintains
 AA6294.centimeter relative accuracy between the PACS and SACS.  It does
 AA6294.not indicate centimeter accuracy relative to other marks which are
 AA6294.part of the NAVD 88 network.
 AA6294.The vertical order pertains to the NGVD 29 superseded value.
 AA6294
 AA6294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6294
 AA6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6294
 AA6294.The ellipsoidal height was determined by GPS observations
 AA6294.and is referenced to NAD 83.
 AA6294
 AA6294.The geoid height was determined by GEOID03.
 AA6294
 AA6294;                    North         East     Units Scale Factor Converg.
 AA6294;SPC MS E     -   195,195.556   260,741.837   MT  0.99996900   -0 12 50.1
 AA6294;SPC MS E     -   640,404.09    855,450.51   sFT  0.99996900   -0 12 50.1
 AA6294;UTM  16      - 3,460,612.314   286,186.179   MT  1.00016392   -1 09 56.6
 AA6294
 AA6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6294!SPC MS E     -   0.99999754  x   0.99996900  =   0.99996654
 AA6294!UTM  16      -   0.99999754  x   1.00016392  =   1.00016146
 AA6294
 AA6294:                Primary Azimuth Mark                     Grid Az
 AA6294:SPC MS E     -  HBG ARP 2 1967                           305 16 24.0
 AA6294:UTM  16      -  HBG ARP 2 1967                           306 13 30.5
 AA6294
 AA6294|---------------------------------------------------------------------|
 AA6294| PID    Reference Object                     Distance      Geod. Az  |
 AA6294|                                                           dddmmss.s |
 AA6294| AA6292 HBG ARP 2 1967                      APPROX. 1.0 KM 3050333.9 |
 AA6294|---------------------------------------------------------------------|
 AA6294
 AA6294                          SUPERSEDED SURVEY CONTROL
 AA6294
 AA6294  ELLIP H (04/15/02)   15.635  (m)                       GP(       ) 4 1
 AA6294  NAD 83(1993)-  31 15 36.66010(N)    089 14 43.93475(W) AD(       ) 1
 AA6294  ELLIP H (07/21/95)   15.723  (m)                       GP(       ) 4 1
 AA6294  NGVD 29 (07/21/95)   42.65   (m)          139.9    (f) LEVELING    3  
 AA6294
 AA6294.Superseded values are not recommended for survey control.
 AA6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6294.See file dsdata.txt to determine how the superseded data were derived.
 AA6294
 AA6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8618660612(NAD 83)
 AA6294_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6294_STAMPING: AP 1967 STA B
 AA6294_MARK LOGO: CGS   
 AA6294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6294+STABILITY: SURFACE MOTION
 AA6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6294+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA6294
 AA6294  HISTORY     - Date     Condition        Report By
 AA6294  HISTORY     - 1967     MONUMENTED       CGS
 AA6294  HISTORY     - 19810630 GOOD             NGS
 AA6294
 AA6294                          STATION DESCRIPTION
 AA6294
 AA6294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DCW)
 AA6294'THE STATION IS LOCATED AT THE HATTIESBURG MUNINCIPAL AIRPORT IN
 AA6294'HATTIESBURG, MS.  FROM THE JUNCTION OF I-59 AND SR-98 PROCEED EAST ON
 AA6294'SR-98 FOR 1.4 MILES (2.3 KM) TO SR-49.  TURN LEFT ON SR-49 AND GO FOR
 AA6294'5.0 MILES (8.0 KM) TO ROAD LEFT AND AIRPORT SIGN.  TURN LEFT AND
 AA6294'PROCEED 2.0 MILES (3.2 KM) TO AIRPORT ON RIGHT.  THE STATION IS
 AA6294'LOCATED AT THE APPROACH END OF RUNWAY 31 AND IS 267.3 FEET (81.5 M)
 AA6294'NORTH OF THE CENTERLINE END OF THE RUNWAY, 200 FEET (61.0 M) FROM THE
 AA6294'CENTERLINE PARALLEL TAXIWAY TO RUNWAY 31, 200 FEET (61.0 M) FROM THE
 AA6294'CENTERLINE OF THE RUNWAY, 139 FEET (42.4 M) NORTHWEST OF THE
 AA6294'CENTERLINE OF THE DOGLEG TAXIWAY, AND 114.6 FEET (34.9 M) NORTHEAST OF
 AA6294'RUNWAY LIGHT 38.  THE STATION IS A STANDARD TOPO DISK STAMPED ---AP
 AA6294'1967 STA B---, SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA6294
 AA6294                          STATION RECOVERY (1981)
 AA6294
 AA6294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AA6294'THE STATION IS LOCATED ON HATTIESBURG MUNICIPAL AIRPORT AS
 AA6294'FOLLOWS-267.3 FEET NORTH OF THE CENTERLINE OF RUNWAY END 31, 200 FEET
 AA6294'(61.0 M) FROM THE CENTERLINE OF THE TAXIWAY WHICH PARALLELS RUNWAY 31,
 AA6294'200 FEET (61.0 M) FROM THE CENTERLINE OF RUNWAY 31, 139 FEET (42.4 M)
 AA6294'NORTHWEST OF THE CENTERLINE OF THE DOGLEG TAXIWAY, 114.6 FEET (34.9 M)
 AA6294'NORTHEAST OF RUNWAY LIGHT 38.  THE STATION MARK IS A STANDARD
 AA6294'TOPOGRAPHIC DISK STAMPED AP 1967 STA B SET IN A CONCRETE MONUMENT TEN
 AA6294'INCHES IN DIAMETER SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA6292 ***********************************************************************
 AA6292  SACS        -  This is a Secondary Airport Control Station.
 AA6292  DESIGNATION -  HBG ARP 2 1967
 AA6292  PID         -  AA6292
 AA6292  STATE/COUNTY-  MS/FORREST
 AA6292  USGS QUAD   -  HATTIESBURG (1982)
 AA6292
 AA6292                         *CURRENT SURVEY CONTROL
 AA6292  ___________________________________________________________________
 AA6292* NAD 83(2007)-  31 15 55.89395(N)    089 15 15.84435(W)     ADJUSTED  
 AA6292* NAVD 88     -        43.52   (+/-2cm)     142.8    (feet)  VERTCON   
 AA6292  ___________________________________________________________________
 AA6292  EPOCH DATE  -        2002.00
 AA6292  X           -      71,007.972 (meters)                     COMP
 AA6292  Y           -  -5,456,322.488 (meters)                     COMP
 AA6292  Z           -   3,291,101.329 (meters)                     COMP
 AA6292  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA6292  ELLIP HEIGHT-          16.560 (meters)          (02/10/07) ADJUSTED
 AA6292  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA6292
 AA6292  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA6292  Type    PID    Designation                      North   East  Ellip
 AA6292  -------------------------------------------------------------------
 AA6292  NETWORK AA6292 HBG ARP 2 1967                    2.04   2.45   4.53
 AA6292  -------------------------------------------------------------------
 AA6292  VERT ORDER  -  THIRD ? (See Below)
 AA6292
 AA6292.This mark is at Bobby L Chain Muni Airport (HBG)
 AA6292
 AA6292.The horizontal coordinates were established by GPS observations
 AA6292.and adjusted by the National Geodetic Survey in February 2007.
 AA6292
 AA6292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA6292.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA6292.The horizontal coordinates are valid at the epoch date displayed above.
 AA6292.The epoch date for horizontal control is a decimal equivalence
 AA6292.of Year/Month/Day.
 AA6292
 AA6292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6292
 AA6292.GPS derived orthometric heights for airport stations designated as
 AA6292.PACS or SACS are published to 2 decimal places.  This maintains
 AA6292.centimeter relative accuracy between the PACS and SACS.  It does
 AA6292.not indicate centimeter accuracy relative to other marks which are
 AA6292.part of the NAVD 88 network.
 AA6292.The vertical order pertains to the NGVD 29 superseded value.
 AA6292
 AA6292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6292
 AA6292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6292
 AA6292.The ellipsoidal height was determined by GPS observations
 AA6292.and is referenced to NAD 83.
 AA6292
 AA6292.The geoid height was determined by GEOID03.
 AA6292
 AA6292;                    North         East     Units Scale Factor Converg.
 AA6292;SPC MS E     -   195,791.079   259,899.918   MT  0.99996983   -0 13 06.7
 AA6292;SPC MS E     -   642,357.90    852,688.31   sFT  0.99996983   -0 13 06.7
 AA6292;UTM  16      - 3,461,221.862   285,354.107   MT  1.00016832   -1 10 13.8
 AA6292
 AA6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6292!SPC MS E     -   0.99999740  x   0.99996983  =   0.99996723
 AA6292!UTM  16      -   0.99999740  x   1.00016832  =   1.00016572
 AA6292
 AA6292:                Primary Azimuth Mark                     Grid Az
 AA6292:SPC MS E     -  HBG AP 1967 STA B                        125 16 24.0
 AA6292:UTM  16      -  HBG AP 1967 STA B                        126 13 31.1
 AA6292
 AA6292|---------------------------------------------------------------------|
 AA6292| PID    Reference Object                     Distance      Geod. Az  |
 AA6292|                                                           dddmmss.s |
 AA6292| AA6294 HBG AP 1967 STA B                   APPROX. 1.0 KM 1250317.3 |
 AA6292| AA6293 HBG AP 1967 STA A                   APPROX. 0.8 KM 3182507.9 |
 AA6292|---------------------------------------------------------------------|
 AA6292
 AA6292                          SUPERSEDED SURVEY CONTROL
 AA6292
 AA6292  ELLIP H (04/15/02)   16.554  (m)                       GP(       ) 4 1
 AA6292  NAD 83(1993)-  31 15 55.89359(N)    089 15 15.84391(W) AD(       ) 1
 AA6292  ELLIP H (07/21/95)   16.642  (m)                       GP(       ) 4 1
 AA6292  NGVD 29 (07/21/95)   43.54   (m)          142.8    (f) LEVELING    3  
 AA6292
 AA6292.Superseded values are not recommended for survey control.
 AA6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6292.See file dsdata.txt to determine how the superseded data were derived.
 AA6292
 AA6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8535461222(NAD 83)
 AA6292_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6292_STAMPING: ARP 2 1967
 AA6292_MARK LOGO: CGS   
 AA6292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6292+STABILITY: SURFACE MOTION
 AA6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6292+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA6292
 AA6292  HISTORY     - Date     Condition        Report By
 AA6292  HISTORY     - 1967     MONUMENTED       CGS
 AA6292  HISTORY     - 19810630 GOOD             NGS
 AA6292
 AA6292                          STATION DESCRIPTION
 AA6292
 AA6292'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DCW)
 AA6292'THE STATION IS LOCATED AT THE HATTIESBURG MUNINCIPAL AIRPORT IN
 AA6292'HATTIESBURG, MS.  FROM THE INTERSECTION OF I-59 AND SR-98 PROCEED EAST
 AA6292'ON SR-98 FOR 1.4 MILES (2.3 KM) TO SR-49.  TURN RIGHT ON SR-49 AND
 AA6292'PROCEED FOR 5.0 MILES (8.0 KM) TO ROAD LEFT AND AIRPORT SIGN. TURN
 AA6292'LEFT AND GO FOR 2.0 MILES (3.2 KM) TO AIRPORT ON RIGHT.  THE STATION
 AA6292'IS AT THE CENTER OF THE AIRPORT AND IS 148 FEET (45.1 M) SOUTHWEST OF
 AA6292'THE CENTERLINE OF RUNWAY 13-31, 752 FEET (229.2 M) SOUTHEAST OF THE
 AA6292'INTERSECTION OF RUNWAY 13-31 AND THE ABANDONED RUNWAYS, 110.4 FEET
 AA6292'(33.6 M) SOUTH OF RUNWAY LIGHT 11, 126.4 FEET (38.5 M) NORTHWEST OF
 AA6292'RUNWAY LIGHT 12.  THE STATION IS A STANDARD TOPO DISK STAMPED ---ARP 2
 AA6292'1967---, SET IN  A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA6292
 AA6292                          STATION RECOVERY (1981)
 AA6292
 AA6292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AA6292'THE STATION IS LOCATED ON HATTIESBURG MUNICIPAL AIRPORT, AS FOLLOWS,
 AA6292'148 FEET (45.1 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 13.  752 FEET
 AA6292'(229.2 M) SOUTHEAST OF THE INTERSECTION OF RUNWAYS 13-31 AND OLD
 AA6292'RUNWAYS 110.4 FT (33.6 M) SOUTH OF RUNWAY LIGHT 11 126.4 FT (38.5 M)
 AA6292'NORTHWEST OF RUNWAY LIGHT 12.  THE STATION MARK IS A STANDARD
 AA6292'TOPOGRAPHIC DISK STAMPED ARP 2 1967 SET IN A TEN INCH CONCRETE
 AA6292'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1388 ***********************************************************************
 CO1388  DESIGNATION -  HEATER RIDGE FIRE TOWER
 CO1388  PID         -  CO1388
 CO1388  STATE/COUNTY-  MS/SMITH
 CO1388  USGS QUAD   -  WHITE OAK (1980)
 CO1388
 CO1388                         *CURRENT SURVEY CONTROL
 CO1388  ___________________________________________________________________
 CO1388* NAD 83(1993)-  32 06 16.73684(N)    089 37 50.33610(W)     ADJUSTED  
 CO1388* NAVD 88     -              **(meters)            **(feet)            
 CO1388  ___________________________________________________________________
 CO1388  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CO1388  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CO1388  HORZ ORDER  -  THIRD
 CO1388
 CO1388.The horizontal coordinates were established by classical geodetic methods
 CO1388.and adjusted by the National Geodetic Survey in May 1994.
 CO1388
 CO1388
 CO1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1388
 CO1388.The geoid height was determined by GEOID03.
 CO1388
 CO1388;                    North         East     Units Scale Factor Converg.
 CO1388;SPC MS E     -   289,031.309   224,747.541   MT  1.00001981   -0 25 25.6
 CO1388;SPC MS E     -   948,263.55    737,359.22   sFT  1.00001981   -0 25 25.6
 CO1388;SPC MS W     -   288,969.169   766,320.744   MT  1.00000422   +0 22 24.5
 CO1388;SPC MS W     -   948,059.68  2,514,170.64   sFT  1.00000422   +0 22 24.5
 CO1388;UTM  16      - 3,555,065.312   251,765.554   MT  1.00035999   -1 23 55.8
 CO1388
 CO1388                          SUPERSEDED SURVEY CONTROL
 CO1388
 CO1388  NAD 83(1986)-  32 06 16.75292(N)    089 37 50.33339(W) AD(       ) 4
 CO1388  NAD 27      -  32 06 16.20700(N)    089 37 50.07400(W) AD(       ) 3
 CO1388
 CO1388.Superseded values are not recommended for survey control.
 CO1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1388.See file dsdata.txt to determine how the superseded data were derived.
 CO1388
 CO1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA5176655065(NAD 83)
 CO1388_MARKER: 57 = LOOKOUT TOWER
 CO1388
 CO1388  HISTORY     - Date     Condition        Report By
 CO1388  HISTORY     - 1934     FIRST OBSERVED   CGS
 CO1388  HISTORY     - 1957     GOOD             CGS
 CO1388  HISTORY     - 1966     GOOD             MSHD
 CO1388
 CO1388                          STATION DESCRIPTION
 CO1388
 CO1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 CO1388'ABOUT 1 MILE NORTH OF STATION PUCKET.
 CO1388'
 CO1388'THE POINT OBSERVED IS THE CENTER OF A STEEL FIRE TOWER.  CUT
 CO1388'IN FROM STATIONS PUCKETT, GARDNER, AND SHEARER.
 CO1388
 CO1388                          STATION RECOVERY (1957)
 CO1388
 CO1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1388'THE STATION WAS VISITED 7-12-57 AND FOUND IN GOOD CONDITION.
 CO1388'THE NAME OF THE TOWER HAS BEEN CHANGED
 CO1388'TO THE COURSEY LOOKOUT TOWER.
 CO1388'
 CO1388'THE STATION IS LOCATED ABOUT 7.75 MILES SOUTH-SOUTHEAST OF THE
 CO1388'VILLAGE OF POLKVILLE, AND 8 MILES NORTHWEST OF RALEIGH.  IT IS
 CO1388'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB.
 CO1388'THE OVERALL HEIGHT IS 100 FEET.
 CO1388'
 CO1388'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 CO1388'U.S. HIGHWAY 80 IN MORTON, GO EAST FOR 1 BLOCK ON U.S. HIGHWAY
 CO1388'80 TO THE JUNCTION WITH STATE HIGHWAY 13, TURN RIGHT AND GO
 CO1388'SOUTH ON STATE HIGHWAY 13 FOR 12.3 MILES TO A BLACKTOPPED
 CO1388'ROAD LEFT AT THE NORTH EDGE OF THE VILLAGE OF POLKVILLE, TURN
 CO1388'LEFT AND GO EAST FOR 5.45 MILES TO A CROSSROAD, TURN RIGHT AND
 CO1388'GO SOUTH FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.7
 CO1388'MILES TO A FORK, TAKE LEFT FORK AND GO 1.95 MILE TO THE TOWER ON
 CO1388'THE RIGHT.
 CO1388
 CO1388                          STATION RECOVERY (1966)
 CO1388
 CO1388'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO1388'THE STATION SITE WAS VISITED 3-15-66 AND WAS FOUND IN GOOD
 CO1388'CONDITION.
 CO1388'
 CO1388'THE STATION IS REACHED FROM THE COURTHOUSE IN RALEIGH GO NORTH
 CO1388'ON HIGHWAY 35 FOR 0.2 MILES TO HIGHWAY 18 ON THE LEFT, TURN LEFT
 CO1388'AND GO 7.25 MILES TO A CROSSROADS, TURN RIGHT AND GO 3.95 MILES
 CO1388'TO THE TOWER ON THE LEFT.  (NOTE) THE NAME OF THE TOWER HAS BEEN
 CO1388'CHANGED TO COURSEY TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1763 ***********************************************************************
 BV1763  DESIGNATION -  HEBRON
 BV1763  PID         -  BV1763
 BV1763  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1763  USGS QUAD   -  SHIVERS (1971)
 BV1763
 BV1763                         *CURRENT SURVEY CONTROL
 BV1763  ___________________________________________________________________
 BV1763* NAD 83(1993)-  31 45 24.32535(N)    089 56 31.18596(W)     ADJUSTED  
 BV1763* NAVD 88     -       159.41   (+/-2cm)     523.0    (feet)  VERTCON   
 BV1763  ___________________________________________________________________
 BV1763  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BV1763  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1763  HORZ ORDER  -  FIRST
 BV1763  VERT ORDER  -  THIRD ? (See Below)
 BV1763
 BV1763.The horizontal coordinates were established by classical geodetic methods
 BV1763.and adjusted by the National Geodetic Survey in May 1994.
 BV1763
 BV1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1763.The vertical order pertains to the NGVD 29 superseded value.
 BV1763
 BV1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1763
 BV1763.The geoid height was determined by GEOID03.
 BV1763
 BV1763;                    North         East     Units Scale Factor Converg.
 BV1763;SPC MS W     -   250,245.368   737,074.251   MT  0.99996695   +0 12 21.5
 BV1763;SPC MS W     -   821,013.34  2,418,217.77   sFT  0.99996695   +0 12 21.5
 BV1763;UTM  16      - 3,517,242.173   221,326.606   MT  1.00055790   -1 32 57.9
 BV1763;UTM  15      - 3,517,545.400   789,666.547   MT  1.00063498   +1 36 38.1
 BV1763
 BV1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1763!SPC MS W     -   0.99997905  x   0.99996695  =   0.99994600
 BV1763!UTM  16      -   0.99997905  x   1.00055790  =   1.00053693
 BV1763!UTM  15      -   0.99997905  x   1.00063498  =   1.00061401
 BV1763
 BV1763:                Primary Azimuth Mark                     Grid Az
 BV1763:SPC MS W     -  HEBRON AZ MK                             034 18 43.7
 BV1763:UTM  16      -  HEBRON AZ MK                             036 04 03.1
 BV1763:UTM  15      -  HEBRON AZ MK                             032 54 27.1
 BV1763
 BV1763|---------------------------------------------------------------------|
 BV1763| PID    Reference Object                     Distance      Geod. Az  |
 BV1763|                                                           dddmmss.s |
 BV1763| CG1980 HEBRON AZ MK                                       0343105.2 |
 BV1763| CG1981 HEBRON RM 1                          31.385 METERS 06038     |
 BV1763| BV1757 GUINNVILLE SO NAT GAS CO TANK       APPROX. 6.1 KM 0872455.4 |
 BV1763| CG1982 HEBRON RM 2                          19.025 METERS 14844     |
 BV1763| CG1983 HEBRON RM 3                          30.136 METERS 28553     |
 BV1763| BV1766 HEBRON 1947 RM 4 1965                20.375 METERS 33110     |
 BV1763|---------------------------------------------------------------------|
 BV1763
 BV1763                          SUPERSEDED SURVEY CONTROL
 BV1763
 BV1763  NAD 83(1986)-  31 45 24.33962(N)    089 56 31.18302(W) AD(       ) 1
 BV1763  NAD 27      -  31 45 23.75200(N)    089 56 30.89600(W) AD(       ) 1
 BV1763  NGVD 29 (07/19/86)  159.41   (m)          523.0    (f) LEVELING    3  
 BV1763
 BV1763.Superseded values are not recommended for survey control.
 BV1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1763.See file dsdata.txt to determine how the superseded data were derived.
 BV1763
 BV1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2132717242(NAD 83)
 BV1763_MARKER: DS = TRIANGULATION STATION DISK
 BV1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1763+STABILITY: SURFACE MOTION
 BV1763
 BV1763  HISTORY     - Date     Condition        Report By
 BV1763  HISTORY     - 1947     MONUMENTED       CGS
 BV1763  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BV1763  HISTORY     - 1965     GOOD             CGS
 BV1763  HISTORY     - 1968     MARK NOT FOUND   USGS
 BV1763  HISTORY     - 1971     GOOD             NGS
 BV1763  HISTORY     - 20071122 MARK NOT FOUND   MSSU
 BV1763
 BV1763                          STATION DESCRIPTION
 BV1763
 BV1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BV1763'THE STATION IS IN A TRIANGULAR AREA FORMED BY THE INTERSECTION OF
 BV1763'THREE ROADS, WHICH IS LOCATED ABOUT 3 MILES NORTHEAST OF NEW HEBRON,
 BV1763'AND 1/2 MILE SOUTH OF THE SIMPSON-JEFFERSON DAVIS COUNTY LINE. IT
 BV1763'IS 24 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 21
 BV1763'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE MAIN DIRT ROAD, AND
 BV1763'6.5 FEET SOUTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES,
 BV1763'AND THE DISK IS STAMPED HEBRON 1947.
 BV1763'
 BV1763'REFERENCE MARK NO. 1 IS 102.97 FEET EAST-NORTHEAST OF THE STATION,
 BV1763'AND 24 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD. THE
 BV1763'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HEBRON NO 1 1947.
 BV1763'
 BV1763'REFERENCE MARK NO. 2 IS 62.45 FEET SOUTH-SOUTHEAST OF THE STATION,
 BV1763'14 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2 FEET
 BV1763'SOUTH OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BV1763'STAMPED HEBRON NO 2 1947.
 BV1763'
 BV1763'THE AZIMUTH MARK IS 0.45 MILE NORTH-NORTHEAST OF THE STATION, 18
 BV1763'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2 FEET WEST
 BV1763'OF A WITNESS POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 BV1763'STAMPED HEBRON 1947.
 BV1763'
 BV1763'TO REACH THE STATION FROM THE RAILROAD TRACK IN THE SMALL SETTLEMENT
 BV1763'OF NEW HEBRON, GO EAST ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSRAOD.
 BV1763'TURN LEFT, NORTH, AND GO 0.35 MILE TO A T-ROAD INTERSECTION, TAKE
 BV1763'THE LEFT ROAD AND GO 0.95 MILE TO A ROAD FORK. TURN RIGHT AND GO
 BV1763'0.85 MILE TO A ROAD FORK AND THE STATION.
 BV1763'
 BV1763'THE REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A DIRT
 BV1763'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BV1763
 BV1763                          STATION RECOVERY (1955)
 BV1763
 BV1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1763'THE STATION WAS VISITED AND THE SUB-SURFACE MARK, REFERENCE MARK NO.
 BV1763'2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE SURFACE
 BV1763'MARK WAS DISTURBED AND LEANING, THE DISK BEING GONE. THE SURFACE
 BV1763'MARK WAS REMOVED AND AN NEW MARK PLUMBED IN OVER THE SUB-SURFACE
 BV1763'MARK. REFERENCE MARK NO. 1 WAS FOUND UPROOTED, THE DISK WAS
 BV1763'RECLAIMED. REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 BV1763'NOTE--THE SOUTHERN NATURAL GAS CO. WATER TANK IN GWINVILLE IS
 BV1763'VISIBLE FROM THE GROUND AT THE STATION.
 BV1763'
 BV1763'A NEW DESCRIPTION FOLLOWS--
 BV1763'
 BV1763'THE STATION IS LOCATED 3 MILES NORTHEAST OF NEW HEBRON AND 0.5 MILE
 BV1763'SOUTH OF THE SIMPSON-JEFFERSON DAVIS COUNTY LINE, IN A TRIANGLE PLOT
 BV1763'OF GROUND FORMED BY ROADS. IT IS 26 FEET NORTH OF THE CENTER OF A
 BV1763'DIRT ROAD, 41 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 51 FEET
 BV1763'EAST OF A LONE OAK TREE IN THE FORKS OF THE ROADS AND 35 FEET
 BV1763'WEST OF A FENCE LINE. IT IS A STANDARD DISK, STAMPED HEBRON 1947
 BV1763'1955, PROJECTING 2 INCHES.
 BV1763'
 BV1763'REFERENCE MARK NO. 2 IS 62.41 FEET SOUTH-SOUTHEAST OF THE STATION,
 BV1763'16 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 1 FOOT SOUTHWEST
 BV1763'OF A FENCE LINE AND IN THE NORTH EDGE OF A PASTURE. IT IS A
 BV1763'STANDARD DISK, STAMPED HEBRON NO 2 1947, PROJECTING 4 INCHES.
 BV1763'
 BV1763'REFERENCE MARK NO. 3 IS 98.86 FEET WEST-NORTHWEST OF THE STATION, 26
 BV1763'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 9 FEET
 BV1763'WEST OF THE WEST END OF A CATTLE GUARD, 49 FEET NORTH-NORTHWEST OF
 BV1763'THE LONE OAK TREE IN THE FORKS AND 1 FOOT NORTH OF A FENCE LINE.
 BV1763'IT IS A STANDARD DISK, STAMPED HEBRON NO 3 1947, PROJECTING 8
 BV1763'INCHES.
 BV1763'
 BV1763'THE AZIMUTH MARK IS 0.45 MILE NORTH-NORTHEAST OF THE STATION IN THE
 BV1763'FRONT YARD OF THE MR. N.G. MORRIS HOME. IT IS 19 FEET WEST OF THE
 BV1763'CENTER OF THE ROAD, 25 FEET EAST OF THE CENTER OF THE DRIVEWAY TO
 BV1763'THE MORRIS HOME AND 132 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BV1763'THE HOUSE. IT IS A STANDARD DISK, STAMPED HEBRON 1947, PROJECTING
 BV1763'8 INCHES.
 BV1763'
 BV1763'TO REACH THE STATION FROM THE HIGH SCHOOL BUILDING IN NEW HEBRON, GO
 BV1763'EAST ON MAIN STREET FOR 0.4 MILE TO THE RAILROAD STATION, TURN LEFT
 BV1763'AND GO 1 BLOCK, TURN RIGHT AND CORSS TRACKS AND CONTINUING EAST
 BV1763'FOR 1 MILE TO A CROSSROADS ON THE TOP OF A HILL, TURN LEFT AND GO
 BV1763'NORTH FOR 0.85 MILE TO A FORK, TAKE LEFT FORK AND GO 1.0 MILE TO A
 BV1763'T INTERSECTION, TURN RIGHT AND GO 0.85 MILE TO A FORKS AND
 BV1763'THE STATION.
 BV1763
 BV1763                          STATION RECOVERY (1965)
 BV1763
 BV1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1763'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1763'THE STATION WAS ORIGINALLY ESTABLISHED NEAR THE WEST EDGE OF THE
 BV1763'Y-FORK. DUE TO WIDENING OF THE ROADS REFERENCE MARK NO 4 WAS
 BV1763'ESTABLISHED.
 BV1763'
 BV1763'THE STATION IS LOCATED 3 MILES NORTHEAST OF NEW HEBRON AND 0.5 MILE
 BV1763'SOUTH OF THE SIMPSON-JEFFERSON DAVIS COUNTY LINE.
 BV1763'
 BV1763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND STATE
 BV1763'HIGHWAY 43 IN NEW HEBRON, GO EAST ON STATE HIGHWAY 42 FOR 1.6 MILES
 BV1763'TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO 2.6 MILES TO A REVERSE
 BV1763'Y-FORK ON THE LEFT. TURN LEFT AND GO 1.5 MILE TO ROAD FORKS AND
 BV1763'THE STATION.
 BV1763'
 BV1763'THE STATION MARK IS A STANDARD DISK, STAMPED HEBRON 1947 1955, SET
 BV1763'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BV1763'THE GROUND SURFACE. IT IS 57 FEET SOUTH-SOUTHEAST OF A WIRE FENCE,
 BV1763'40 FEET EAST OF THE CENTER OF THE ROAD FORKS, 36 FEET
 BV1763'WEST-SOUTHWEST OF A WIRE FENCE AND 36 FEET NORTH-NORTHWEST OF A
 BV1763'WIRE FENCE.
 BV1763'
 BV1763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEBRON NO 2 1947, SET
 BV1763'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BV1763'6-INCHES. IT IS 17 FEET SOUTH-SOUTH EAST OF THE CENTER OF A GRAVELED
 BV1763'ROAD AND 1.6 FEET SOUTHEAST OF A WIRE FENCE.
 BV1763'
 BV1763'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEBRON NO 3 1955, SET
 BV1763'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BV1763'5-INCHES. IT IS 63 FEET NORTHWEST OF THE CENTER OF THE ROAD FORKS, 32
 BV1763'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 31 FEET WEST OF THE
 BV1763'CENTER OF A GATE, 9 FEET WEST OF A 6-INCH OAK TREE AND 2 FEET
 BV1763'NORTH OF A WIRE FENCE.
 BV1763'
 BV1763'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEBRON 1947, SET IN THE
 BV1763'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8-INCHES. IT
 BV1763'IS 132 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 BV1763'23 FEET EAST OF THE CENTER OF A GRAVELED DRIVE WAY AND 18 FEET
 BV1763'WEST OF THE CENTER OF A GRAVELED ROAD.
 BV1763'
 BV1763'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH-NORTHEAST ON
 BV1763'GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
 BV1763
 BV1763                          STATION RECOVERY (1968)
 BV1763
 BV1763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BV1763'STATION NOT RECOVERED.
 BV1763'
 BV1763'STATION MAY BE DESTROYED BY ROAD CONSTRUCTION.
 BV1763'
 BV1763'RMS 3 AND 4 IN PLACE.
 BV1763
 BV1763                          STATION RECOVERY (1971)
 BV1763
 BV1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BV1763'ALL MEASUREMENTS ARE HORIZONTAL WITH 5 KILOGRAM TENSION
 BV1763'
 BV1763'THE STATION WAS VISITED 9-29-71 AND THE STATION, REFERENCE MARK NO.
 BV1763'3 AND NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BV1763'REFERENCE MARK NO. 2 WAS FOUND DESTROYED AND THE DISK WAS
 BV1763'RECLAIMED.  THE CARDINAL DIRECTIONS FOR REFERENCE MARKS 2, 3 AND 4
 BV1763'IN THE 1965 DESCRIPTION ARE 90 DEGREES OFF. A NEW DESCRIPTION
 BV1763'FOLLOWS--
 BV1763'
 BV1763'THE STATION IS LOCATED 3 MILES NORTHEAST OF NEW HEBRON, 0.5
 BV1763'MILE SOUTH OF THE SIMPSON- JEFFERSON DAVIS COUNTY LINE, AT THE
 BV1763'INTERSECTION OF TWO BLACK TOPPED ROADS. IT IS 38 FEET SOUTH OF THE
 BV1763'CENTER OF A BLACK TOP ROAD, 24 FEET NORTHEAST OF THE CENTER OF A
 BV1763'BLACK TOP ROAD, 38 FEET WEST OF THE FENCE LINE, 62 FEET
 BV1763'SOUTH-SOUTHEAST OF AN 8-INCH PINE TREE IN A FENCE LINE, 70 FEET
 BV1763'SOUTH-SOUTHEAST OF THE EAST END OF A METAL GATE, ABOUT 100 FEET
 BV1763'SOUTHEAST OF THE ROAD INTERSECTION AND 1 FOOT EAST OF A METAL
 BV1763'WITNESS POST. IT IS A TRIANGULATION DISK, STAMPED HEBRON 1947 1955
 BV1763'PROJECTING 2 INCHES.
 BV1763'
 BV1763'REFERENCE MARK NO. 3 IS 98.87 FEET WEST-NORTHWEST OF THE STATION.
 BV1763'IT IS 25 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 24.5 FEET
 BV1763'WEST OF THE WEST END OF A METAL GATE, 2 FEET NORTH OF A FENCE LINE,
 BV1763'9 FEET WEST OF A SCRUB OAK, ABOUT 63 FEET NORTHWEST OF THE CENTER
 BV1763'OF THE ROAD FORK AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A
 BV1763'REFERENCE MARK DISK STAMPED HEBRON NO 3 1955, PROJECTING 5
 BV1763'INCHES.
 BV1763'
 BV1763'REFERENCE MARK NO. 4 IS 66.86 FEET NORTH-NORTHWEST OF THE STATION 30
 BV1763'FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 8 FEET NORTH OF A
 BV1763'FENCE LINE, 33 FEET EAST OF THE EAST END OF A METAL GATE, 18.5 FEET
 BV1763'EAST OF AN 8-INCH PINE TREE. IT IS A REFERENCE MARK DISK, STAMPED
 BV1763'HEBRON NO 4 1955 FLUSH WITH THE GROUND.
 BV1763'
 BV1763'THE AZIMUTH MARK IS 0.45 MILE NORTH-NORTHEAST OF THE STATION IN THE
 BV1763'SOUTHEAST CORNER OF THE FRONT YARD OF A HOUSE, 132 FEET EAST-SOUTHEAST
 BV1763'OF THE SOUTHEAST CORNER OF THE HOUSE, 52 FEET SOUTH OF
 BV1763'THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 21 FEET NORTH
 BV1763'OF A 12-INCH ELM TREE, 19 FEET WEST OF THE CENTER OF THE ROAD, 24
 BV1763'FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY, 40.5 FEET SOUTH
 BV1763'WEST OF A TELEPHONE POLE, 62.5 FEET SOUTH OF A 12-INCH PINE TREE.
 BV1763'IT IS AN AZIMUTH MARK DISK, STAMPED HEBRON 1947, PROJECTING 8
 BV1763'INCHES.
 BV1763'
 BV1763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 43
 BV1763'IN NEW HEBRON, GO EAST ON STATE HIGHWAY 42 FOR 1.6 MILES TO A SIDE
 BV1763'ROAD LEFT, TURN LEFT AND GO 2.6 MILES TO A REVERSE Y, TURN LEFT AND
 BV1763'GO 1.5 MILE TO A T INTERSECTION AND THE STATION ON THE RIGHT.
 BV1763'
 BV1763'TO REACH THE AZIMUTH FROM THE STATION GO EAST AND NORTHEAST ON BLACK
 BV1763'TOP ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT IN THE FRONT YARD OF
 BV1763'A LARGE WHITE FRAM HOUSE.
 BV1763
 BV1763                          STATION RECOVERY (2007)
 BV1763
 BV1763'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (BDL)
 BV1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1766 ***********************************************************************
 BV1766  DESIGNATION -  HEBRON 1947 RM 4 1965
 BV1766  PID         -  BV1766
 BV1766  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1766  USGS QUAD   -  SHIVERS (1971)
 BV1766
 BV1766                         *CURRENT SURVEY CONTROL
 BV1766  ___________________________________________________________________
 BV1766* NAD 83(1993)-  31 45 24.90489(N)    089 56 31.55927(W)     ADJUSTED  
 BV1766* NAVD 88     -       159.36   (+/-2cm)     522.8    (feet)  VERTCON   
 BV1766  ___________________________________________________________________
 BV1766  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BV1766  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BV1766  HORZ ORDER  -  FIRST
 BV1766  VERT ORDER  -  THIRD ? (See Below)
 BV1766
 BV1766.The horizontal coordinates were established by classical geodetic methods
 BV1766.and adjusted by the National Geodetic Survey in May 1994.
 BV1766
 BV1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1766.The vertical order pertains to the NGVD 29 superseded value.
 BV1766
 BV1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1766
 BV1766.The geoid height was determined by GEOID03.
 BV1766
 BV1766;                    North         East     Units Scale Factor Converg.
 BV1766;SPC MS W     -   250,263.182   737,064.363   MT  0.99996694   +0 12 21.3
 BV1766;SPC MS W     -   821,071.79  2,418,185.33   sFT  0.99996694   +0 12 21.3
 BV1766;UTM  16      - 3,517,260.293   221,317.263   MT  1.00055796   -1 32 58.1
 BV1766;UTM  15      - 3,517,562.978   789,656.218   MT  1.00063490   +1 36 38.0
 BV1766
 BV1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1766!SPC MS W     -   0.99997905  x   0.99996694  =   0.99994599
 BV1766!UTM  16      -   0.99997905  x   1.00055796  =   1.00053700
 BV1766!UTM  15      -   0.99997905  x   1.00063490  =   1.00061394
 BV1766
 BV1766:                Primary Azimuth Mark                     Grid Az
 BV1766:SPC MS W     -  HEBRON AZ MK                             035 53 58.5
 BV1766:UTM  16      -  HEBRON AZ MK                             037 39 17.9
 BV1766:UTM  15      -  HEBRON AZ MK                             034 29 41.8
 BV1766
 BV1766|---------------------------------------------------------------------|
 BV1766| PID    Reference Object                     Distance      Geod. Az  |
 BV1766|                                                           dddmmss.s |
 BV1766| CG1980 HEBRON AZ MK                                       0360619.8 |
 BV1766| BV1764 BOGAN NATURAL GAS CO TANK           APPROX. 6.1 KM 0875223.9 |
 BV1766| BV1765 BOGAN NATURAL GAS CO RAD MAST       APPROX. 5.9 KM 0893446.4 |
 BV1766| BV1763 HEBRON                               20.375 METERS 15110     |
 BV1766| CG1983 HEBRON RM 3                          21.431 METERS 24321     |
 BV1766|---------------------------------------------------------------------|
 BV1766
 BV1766                          SUPERSEDED SURVEY CONTROL
 BV1766
 BV1766  NAD 83(1986)-  31 45 24.91906(N)    089 56 31.55627(W) AD(       ) 1
 BV1766  NAD 27      -  31 45 24.33153(N)    089 56 31.26925(W) AD(       ) 1
 BV1766  NGVD 29 (07/19/86)  159.36   (m)          522.8    (f) LEVELING    3  
 BV1766
 BV1766.Superseded values are not recommended for survey control.
 BV1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1766.See file dsdata.txt to determine how the superseded data were derived.
 BV1766
 BV1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA2131717260(NAD 83)
 BV1766_MARKER: DR = REFERENCE MARK DISK
 BV1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1766+STABILITY: SURFACE MOTION
 BV1766
 BV1766  HISTORY     - Date     Condition        Report By
 BV1766  HISTORY     - 1965     MONUMENTED       CGS
 BV1766
 BV1766                          STATION DESCRIPTION
 BV1766
 BV1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1766'THE STATION IS LOCATED 3 MILES NORTHEAST OF NEW HEBRON, 0.5 MILE
 BV1766'SOUTH OF THE SIMPSON-JEFFERSON DAVIS COUNTY LINE AND ON PROPERTY
 BV1766'OWNED BY MRS N.G. MORRIS WHO LIVES 0.45 MILE NORTH-NORTHEAST OF
 BV1766'THE STATION.
 BV1766'
 BV1766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND
 BV1766'STATE HIGHWAY 43 IN NEW HEBRON, GO EAST ON STATE HIGHWAY 42 FOR
 BV1766'1.6 MILES TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 BV1766'2.6 MILES TO A REVERSE Y-FORK ON THE LEFT.  TURN LEFT AND GO
 BV1766'1.5 MILES TO ROAD FORKS AND THE STATION.
 BV1766'
 BV1766'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV1766'HEBRON NO 4 1955, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 BV1766'MONUMENT THAT PROJECTS 1-INCH.  IT IS 54 FEET NORTHEAST OF THE
 BV1766'CENTER OF THE ROAD FORKS, 40 FEET EAST OF THE CENTER OF A GATE,
 BV1766'26 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 9 FEET NORTH
 BV1766'OF A WIRE FENCE.
 BV1766'
 BV1766'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 BV1766'GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1571 ***********************************************************************
 BV1571  DESIGNATION -  HEIDEL
 BV1571  PID         -  BV1571
 BV1571  STATE/COUNTY-  MS/JASPER
 BV1571  USGS QUAD   -  HEIDELBERG SW (1973)
 BV1571
 BV1571                         *CURRENT SURVEY CONTROL
 BV1571  ___________________________________________________________________
 BV1571* NAD 83(1993)-  31 52 02.71475(N)    088 58 03.47402(W)     ADJUSTED  
 BV1571* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 BV1571  ___________________________________________________________________
 BV1571  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BV1571  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BV1571  HORZ ORDER  -  THIRD
 BV1571
 BV1571.The horizontal coordinates were established by classical geodetic methods
 BV1571.and adjusted by the National Geodetic Survey in May 1994.
 BV1571
 BV1571.The orthometric height was scaled from a topographic map.
 BV1571
 BV1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1571
 BV1571.The geoid height was determined by GEOID03.
 BV1571
 BV1571;                    North         East     Units Scale Factor Converg.
 BV1571;SPC MS E     -   262,456.763   287,292.132   MT  0.99995199   -0 04 15.3
 BV1571;SPC MS E     -   861,076.90    942,557.60   sFT  0.99995199   -0 04 15.3
 BV1571;UTM  16      - 3,527,428.257   313,863.424   MT  1.00002731   -1 02 20.8
 BV1571
 BV1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1571!SPC MS E     -   0.99998282  x   0.99995199  =   0.99993481
 BV1571!UTM  16      -   0.99998282  x   1.00002731  =   1.00001013
 BV1571
 BV1571|---------------------------------------------------------------------|
 BV1571| PID    Reference Object                     Distance      Geod. Az  |
 BV1571|                                                           dddmmss.s |
 BV1571| CG1989 HEIDEL RM 2                          29.876 METERS 00205     |
 BV1571| CG1988 HEIDEL RM 1                          22.251 METERS 09235     |
 BV1571| CG1987 HEIDEL AZ MK                                       2215656.3 |
 BV1571| CG1990 HEIDEL RM 3                                        26612     |
 BV1571| BV1578 CLAYBORN                            APPROX. 7.3 KM 2872015.8 |
 BV1571| BV1576 HEIDELBERG MUNICIPAL TANK           APPROX. 3.0 KM 3271620.8 |
 BV1571|---------------------------------------------------------------------|
 BV1571
 BV1571                          SUPERSEDED SURVEY CONTROL
 BV1571
 BV1571  NAD 83(1993)-  31 52 02.72843(N)    088 58 03.47570(W) AD(       ) 3
 BV1571  NAD 83(1986)-  31 52 02.72862(N)    088 58 03.47496(W) AD(       ) 3
 BV1571  NAD 27      -  31 52 02.16700(N)    088 58 03.28700(W) AD(       ) 3
 BV1571
 BV1571.Superseded values are not recommended for survey control.
 BV1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1571.See file dsdata.txt to determine how the superseded data were derived.
 BV1571
 BV1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA1386327428(NAD 83)
 BV1571_MARKER: DS = TRIANGULATION STATION DISK
 BV1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1571
 BV1571  HISTORY     - Date     Condition        Report By
 BV1571  HISTORY     - 1956     MONUMENTED       CGS
 BV1571  HISTORY     - 1966     GOOD             MSHD
 BV1571
 BV1571                          STATION DESCRIPTION
 BV1571
 BV1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1571'THE STATION IS ABOUT 1.7 MILES SOUTHEAST OF THE TOWN OF HEIDELBERG,
 BV1571'0.25 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 BV1571'HIGHWAY 528, ON THE SUMMIT OF A HILL WHICH IS COVERED WITH PINE
 BV1571'TREES ON ITS TOP AND EAST SLOPE. IT IS ON PROPERTY OWNED BY MR. E.A.
 BV1571'MIXON.  IT IS 32 FEET EAST OF THE EAST EDGE OF A CLAY PIT, 28 FEET
 BV1571'WEST OF AN OLD WOODS ROAD, AND 4 FEET SOUTH OF A WHITE WITNESS POST.
 BV1571'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HEIDEL 1956.
 BV1571'
 BV1571'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11, STATE
 BV1571'HIGHWAY 528, AND A GRAVEL ROAD SOUTH ABOUT 1.5 MILES SOUTHEAST OF
 BV1571'HEIDELBERG, GO SOUTH ON THE GRAVEL ROAD FOR ABOUT 150 FEET TO A
 BV1571'DRIVEWAY ON THE LEFT. TURN LEFT AND GO SOUTHEAST, PASSING A HOUSE
 BV1571'ON THE RIGHT, AND GO UP HILL THROUGH A FIELD FOR 0.1 MILE TO A GAP
 BV1571'IN A FENCE LINE AND R.M. 3 ON THE RIGHT AS DESCRIBED. TURN LEFT AND
 BV1571'GO NORTH THEN EAST, FOLLOWING THE RIDGE ROAD AROUND THE CLAY PIT
 BV1571'FOR 0.1 MILE TO THE WEST EDGE OF THE TIMBERED AREA AND THE
 BV1571'STATION AS DESCRIBED.
 BV1571'
 BV1571'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 11, STATE
 BV1571'HIGHWAY 528, AND THE GRAVEL ROAD, GO SOUTH ON THE GRAVEL ROAD FOR
 BV1571'0.2 MILE TO THE MARK ON THE RIGHT.
 BV1571'
 BV1571'REFERENCE MARK 1 IS 30 FEET EAST OF THE CENTER OF A WOODS ROAD AND
 BV1571'3 FEET SOUTHWEST OF A 12 INCH PINE TREE. THE MARK IS FLUSH AND THE
 BV1571'DISK IS STAMPED HEIDEL NO 1 1956.
 BV1571'
 BV1571'REFERENCE MARK 2 IS 15 FEET NORTH OF THE NORTH EDGE OF THE CLAY PIT,
 BV1571'8 FEET NORTH OF A TRACK ROAD AND 4 FEET WEST OF A 12 INCH PINE TREE
 BV1571'WITH A BLAZE ON THE SOUTH SIDE. THE MARK PROJECTS 3 INCHES AND THE
 BV1571'DISK IS STAMPED HEIDEL NO 2 1956.
 BV1571'
 BV1571'REFERENCE MARK 3 IS 29 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 19
 BV1571'FEET EAST OF A FENCE LINE AND 18 FEET WEST OF THE WEST EDGE OF THE
 BV1571'OPEN CLAY PIT. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BV1571'HEIDEL NO 3 1956.
 BV1571'
 BV1571'THE AZIMUTH MARK IS 31 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD,
 BV1571'1 FOOT NORTHEAST OF A FENCE LINE AND 1 FOOT SOUTH OF A WHITE WITNESS
 BV1571'POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HEIDEL
 BV1571'1956.  THE AZIMUTH MARK IS NOT VISIBLE FORM THE GROUND AT PRESENT BUT
 BV1571'MAY BE IN THE FUTURE IF INTERVENING TIMBER IS CUT. R.M. 3 WAS
 BV1571'ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE, AND LOCATED WITH
 BV1571'PRECISE PROCEDURES SO THAT AN AZIMUTH BETTER THAN THE
 BV1571'ORDINARY REFERENCE MARK WOULD BE AVAILABLE IMMEDIATELY.
 BV1571
 BV1571                          STATION RECOVERY (1966)
 BV1571
 BV1571'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1571'THE STATION WAS VISITED 3-1-66 AND THE STATION R.M. 1 AND R.M. 2
 BV1571'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT FOUND.
 BV1571'
 BV1571'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN HEIDELBERG GO
 BV1571'SOUTH ON OAK AVENUE FOR APPROXIMATELY 100 FEET TO HIGHWAY 528, TURN
 BV1571'LEFT AND GO 1.7 MILES TO A DRIVEWAY ON THE LEFT JUST SOUTH OF THE
 BV1571'INTERSECTION OF HIGHWAY 11 AND HIGHWAY 528, TURN LEFT AND GO
 BV1571'SOUTHEAST PASSING TO THE RIGHT OF THE HOUSE AND GO UP A HILL
 BV1571'THROUGH A PASTURE FOR 0.1 MILES TO A FENCE AND RM 3 ON THE RIGHT AS
 BV1571'DESCRIBED, TURN LEFT AND FOLLOW A TRACK ROAD AROUND THE
 BV1571'EDGE OF A CLAY PIT FOR 0.1 MILE TO THE STATION ON THE WEST EDGE
 BV1571'OF THE PIT.  THE STATION DISK IS STAMPED HEILD 1956.
 BV1571'
 BV1571'IT IS 32 FEET EAST OF EAST EDGE OF THE PIT AND 1 FOOT EAST OF A METAL
 BV1571'WITNESS POST.
 BV1571'
 BV1571'R.M. 1 IS 26.5 FEET NORTH OF A 12 INCH OAK, 23 FEET NORTHWEST OF A
 BV1571'TWIN PINE, STAMPED HEILD NO. 1 1956 AND FLUSH.
 BV1571'
 BV1571'R.M. 2 IS 15 FEET NORTH OF EDGE OF PIT, 14.3 FEET WEST OF A 10 INCH
 BV1571'PINE, 8 FEET NORTH OF A TRACK ROAD, STAMPED HEILD NO. 2 1956 AND
 BV1571'FLUSH WITH GROUND.
 BV1571'
 BV1571'R.M. 3 IS 29 FEET SOUTH OF CENTER OF TRACK ROAD, 19 FEET EAST OF A
 BV1571'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND STAMPED HEILD NO. 3
 BV1571'1956.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1576 ***********************************************************************
 BV1576  DESIGNATION -  HEIDELBERG MUNICIPAL TANK
 BV1576  PID         -  BV1576
 BV1576  STATE/COUNTY-  MS/JASPER
 BV1576  USGS QUAD   -  HEIDELBERG (1982)
 BV1576
 BV1576                         *CURRENT SURVEY CONTROL
 BV1576  ___________________________________________________________________
 BV1576* NAD 83(1993)-  31 53 25.80459(N)    088 59 06.06524(W)     ADJUSTED  
 BV1576* NAVD 88     -              **(meters)            **(feet)            
 BV1576  ___________________________________________________________________
 BV1576  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BV1576  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BV1576  HORZ ORDER  -  THIRD
 BV1576
 BV1576.The horizontal coordinates were established by classical geodetic methods
 BV1576.and adjusted by the National Geodetic Survey in May 1994.
 BV1576
 BV1576
 BV1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1576
 BV1576.The geoid height was determined by GEOID03.
 BV1576
 BV1576;                    North         East     Units Scale Factor Converg.
 BV1576;SPC MS E     -   265,018.082   285,650.530   MT  0.99995254   -0 04 48.5
 BV1576;SPC MS E     -   869,480.16    937,171.78   sFT  0.99995254   -0 04 48.5
 BV1576;UTM  16      - 3,530,017.162   312,265.225   MT  1.00003468   -1 02 56.4
 BV1576
 BV1576                          SUPERSEDED SURVEY CONTROL
 BV1576
 BV1576  NAD 83(1993)-  31 53 25.81818(N)    088 59 06.06664(W) AD(       ) 4
 BV1576  NAD 83(1986)-  31 53 25.81848(N)    088 59 06.06617(W) AD(       ) 4
 BV1576  NAD 27      -  31 53 25.26000(N)    088 59 05.87700(W) AD(       ) 3
 BV1576
 BV1576.Superseded values are not recommended for survey control.
 BV1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1576.See file dsdata.txt to determine how the superseded data were derived.
 BV1576
 BV1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA1226530017(NAD 83)
 BV1576_MARKER: 53 = ELEVATED TANK
 BV1576
 BV1576  HISTORY     - Date     Condition        Report By
 BV1576  HISTORY     - 1956     FIRST OBSERVED   CGS
 BV1576  HISTORY     - 1966     GOOD             MSHD
 BV1576
 BV1576                          STATION DESCRIPTION
 BV1576
 BV1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1576'THE STATION IS THE METAL CAP AT THE APEX OF THE ROOF OF THE
 BV1576'MUNICIPAL WATER TANK, LOCATED IN THE NORTH EDGE OF HEIDLEBERG. IT IS
 BV1576'A 4 LEGGED STEEL STRUCTURE WITH AN OVAL SHAPED TANK ATOP. THE
 BV1576'HEIGHT OF THE STRUCTURE IS ABOUT 125 FEET AND IS PAINTED SILVER.
 BV1576
 BV1576                          STATION RECOVERY (1966)
 BV1576
 BV1576'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1576'THE STATION SITE WAS VISITED 3-1-66 AND WAS FOUND IN GOOD CONDITION.
 BV1576'
 BV1576'THE STATION IS REACHED FROM THE U.S. POST OFFICE IN HEIDELBERG GO
 BV1576'NORTH ON OAK AVENUE FOR 0.3 MILES TO THE TANK AT THE END OF THE
 BV1576'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2467 ***********************************************************************
 BW2467  CBN         -  This is a Cooperative Base Network Control Station.
 BW2467  DESIGNATION -  HELENA
 BW2467  PID         -  BW2467
 BW2467  STATE/COUNTY-  MS/WILKINSON
 BW2467  USGS QUAD   -  LESSLEY (1988)
 BW2467
 BW2467                         *CURRENT SURVEY CONTROL
 BW2467  ___________________________________________________________________
 BW2467* NAD 83(2007)-  31 10 38.20605(N)    091 27 08.84381(W)     ADJUSTED  
 BW2467* NAVD 88     -        77.0    (meters)     253.     (feet)  GPS OBS   
 BW2467  ___________________________________________________________________
 BW2467  EPOCH DATE  -        2002.00
 BW2467  X           -    -138,444.774 (meters)                     COMP
 BW2467  Y           -  -5,460,130.039 (meters)                     COMP
 BW2467  Z           -   3,282,751.580 (meters)                     COMP
 BW2467  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BW2467  ELLIP HEIGHT-          50.224 (meters)          (02/10/07) ADJUSTED
 BW2467  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BW2467
 BW2467  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW2467  Type    PID    Designation                      North   East  Ellip
 BW2467  -------------------------------------------------------------------
 BW2467  NETWORK BW2467 HELENA                            1.20   1.20   5.41
 BW2467  -------------------------------------------------------------------
 BW2467
 BW2467.The horizontal coordinates were established by GPS observations
 BW2467.and adjusted by the National Geodetic Survey in February 2007.
 BW2467
 BW2467.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW2467.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW2467.The horizontal coordinates are valid at the epoch date displayed above.
 BW2467.The epoch date for horizontal control is a decimal equivalence
 BW2467.of Year/Month/Day.
 BW2467
 BW2467.The orthometric height was determined by GPS observations and a
 BW2467.high-resolution geoid model.
 BW2467
 BW2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW2467
 BW2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2467
 BW2467.The ellipsoidal height was determined by GPS observations
 BW2467.and is referenced to NAD 83.
 BW2467
 BW2467.The geoid height was determined by GEOID03.
 BW2467
 BW2467;                    North         East     Units Scale Factor Converg.
 BW2467;SPC MS W     -   186,470.302   593,319.357   MT  1.00009033   -0 34 45.9
 BW2467;SPC MS W     -   611,777.98  1,946,581.92   sFT  1.00009033   -0 34 45.9
 BW2467;SPC LA N     -    75,577.597 1,099,857.506   MT  0.99999761   +0 33 13.8
 BW2467;SPC LA N     -   247,957.50  3,608,449.17   sFT  0.99999761   +0 33 13.8
 BW2467;UTM  15      - 3,450,280.400   647,472.237   MT  0.99986826   +0 48 04.6
 BW2467
 BW2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2467!SPC MS W     -   0.99999211  x   1.00009033  =   1.00008244
 BW2467!SPC LA N     -   0.99999211  x   0.99999761  =   0.99998972
 BW2467!UTM  15      -   0.99999211  x   0.99986826  =   0.99986037
 BW2467
 BW2467|---------------------------------------------------------------------|
 BW2467| PID    Reference Object                     Distance      Geod. Az  |
 BW2467|                                                           dddmmss.s |
 BW2467| CY3772 HELENA RM 3                          25.460 METERS 05209     |
 BW2467| CY3770 HELENA RM 1                          15.023 METERS 12601     |
 BW2467| BW2465 GRIMES                              APPROX. 8.9 KM 1751043.5 |
 BW2467| CY3771 HELENA RM 2                          69.200 METERS 22255     |
 BW2467|---------------------------------------------------------------------|
 BW2467
 BW2467                          SUPERSEDED SURVEY CONTROL
 BW2467
 BW2467  ELLIP H (04/15/02)   50.245  (m)                       GP(       ) 4 2
 BW2467  NAD 83(1993)-  31 10 38.20540(N)    091 27 08.84318(W) AD(       ) B
 BW2467  ELLIP H (02/15/02)   50.242  (m)                       GP(       ) 4 1
 BW2467  NAD 83(1993)-  31 10 38.20490(N)    091 27 08.84199(W) AD(       ) 1
 BW2467  NAD 83(1993)-  31 10 38.21715(N)    091 27 08.84601(W) AD(       ) 1
 BW2467  NAD 83(1986)-  31 10 38.22023(N)    091 27 08.83667(W) AD(       ) 1
 BW2467  NAD 27      -  31 10 37.59900(N)    091 27 08.41800(W) AD(       ) 1
 BW2467
 BW2467.Superseded values are not recommended for survey control.
 BW2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2467.See file dsdata.txt to determine how the superseded data were derived.
 BW2467
 BW2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4747250280(NAD 83)
 BW2467_MARKER: DS = TRIANGULATION STATION DISK
 BW2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2467_STAMPING: HELENA 1929
 BW2467_MARK LOGO: CGS   
 BW2467_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW2467+STABILITY: SURFACE MOTION
 BW2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2467+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 BW2467
 BW2467  HISTORY     - Date     Condition        Report By
 BW2467  HISTORY     - 1929     MONUMENTED       CGS
 BW2467  HISTORY     - 1935     GOOD             CGS
 BW2467  HISTORY     - 1956     GOOD             CGS
 BW2467  HISTORY     - 1969     GOOD             CGS
 BW2467  HISTORY     - 20000606 GOOD             NGS
 BW2467
 BW2467                          STATION DESCRIPTION
 BW2467
 BW2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 BW2467'ABOUT 13 MILES NW OF TOWN OF WOODVILLE, ON THE OLD HELENA
 BW2467'PLANTATION, ON LAND OWNED BY R.B. ROW OF LESSLEY.
 BW2467'
 BW2467'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BW2467'DISKS SET IN CONCRETE.
 BW2467'
 BW2467'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION, AND DISTANT
 BW2467'THERE FROM 15.03 METERS (49.3 FEET) S 53 DEG 59 MIN E.
 BW2467'
 BW2467'REFERENCE MARK NO. 2 IS ON SW SIDE OF ROAD, 69.22 METERS
 BW2467'(227.1 FEET) FROM STATION S 42 DEG 55 MIN W.
 BW2467'
 BW2467'TO REACH FROM WOODVILLE GO 1.8 MILES NW TOWARD FORT ADAMS,
 BW2467'THEN TAKE LEFT FORK 1.7 MILES TO ANOTHER FORK, TAKE LEFT FORK
 BW2467'7.4 MILES TO FIVE-ROAD INTERSECTION, FOLLOW PLEASANT VALLEY
 BW2467'ROAD 1.9 MILES, THEN TAKE ROAD TO RIGHT 1.1 MILES TO
 BW2467'TENANT HOUSE AND STATION WHICH IS S OF HOUSE, ON SMALL KNOLL,
 BW2467'30 FEET W OF CENTER LINE OF DIRT ROAD.
 BW2467
 BW2467                          STATION RECOVERY (1935)
 BW2467
 BW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BW2467'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BW2467'IN GOOD CONDITION.  ABOUT 13 MILES NW OF TOWN OF WOODVILLE.
 BW2467'
 BW2467'LEAVE WATER TANK IN TOWN OF WOODVILLE GOING NW ON LOWER
 BW2467'NATCHEZ ROAD FOR 1.7 MILES TO A FORK.  TURN W ON PERCY CREEK
 BW2467'ROAD AND CONTINUE FOR 2.8 MILES TO A FORK.  TURN RIGHT AT FORK
 BW2467'AND CONTINUE FOR 6.1 MILES TO LESSLEY POST OFFICE.  AT 0.1
 BW2467'MILE PAST POST OFFICE TURN N ON SMALL GRAVEL LANE WHICH IS
 BW2467'THE SECOND LANE W OF POST OFFICE.  CONTINUE ON LANE FOR 2.0
 BW2467'MILES TO A FORK.  TURN RIGHT AT FORK ON SMALL LANE LEADING
 BW2467'TO TENANT HOUSE.  STATION SITE IS 250 FEET IN ON W
 BW2467'SIDE OF LANE ON SMALL KNOLL.
 BW2467
 BW2467                          STATION RECOVERY (1956)
 BW2467
 BW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2467'THE STATION WAS VISITED ON JUNE 8, 1956, AND THE STATION MARK
 BW2467'AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 BW2467'REFERENCE MARK 1 WAS FOUND TO BE 49.25 FT. FROM THE STATION
 BW2467'NOT 49.30 FT. AS MEASURED IN 1929, THIS WAS CHECKED IN THE FIELD.
 BW2467'THE POST OFFICE IN LESSLEY HAS BEEN MOVED ABOUT 1.25 MI. E
 BW2467'TO A NEW LOCATION.  THE STATION IS NOW ON THE PROPERTY OWNED
 BW2467'BY MRS. K.O. FALLON.  A NEW DESCRIPTION FOLLOWS--
 BW2467'
 BW2467'THE STATION IS LOCATED ABOUT 2 MI. N-NW OF LESSLEY, 10 MI.
 BW2467'NW OF WOODVILLE, 9.5 MI. NE OF FORT ADAMS, AND ON A PROMINENT
 BW2467'HILL OWNED BY MRS. K.O. FALLON WHICH IS IN THE PASTURE.  IT
 BW2467'IS ABOUT 150 FT. W OF A TENANT HOUSE, 29 FT. NW OF A TRACK
 BW2467'ROAD WHERE THE TRACK ROAD RUNS THROUGH A DEEP CUT, 84 FT. W
 BW2467'OF A FENCE LINE, AND 19 FT. NW OF THE EDGE OF THE CUT BANK.
 BW2467'IT IS A STANDARD DISK, STAMPED HELENA 1929 AND PROJECTING
 BW2467'6 IN.
 BW2467'
 BW2467'REFERENCE MARK 1 IS 49.25 FT. SE OF THE STATION, 21 FT. SE
 BW2467'OF THE CENTER OF THE TRACK ROAD, 11 FT. SE OF THE EDGE OF THE
 BW2467'CUT BANK, 18 FT. E OF A 20-IN. CHINABERRY TREE, 66 FT. W OF
 BW2467'A FENCE LINE, AND 39 FT. NW OF THE N END OF A CONCRETE VAT
 BW2467'FOR DIPPING CATTLE.  IT IS A STANDARD DISK, STAMPED HELENA
 BW2467'NO 1 1929 AND PROJECTING 6 IN.
 BW2467'
 BW2467'REFERENCE MARK 2 IS 227.10 FT. SW OF THE STATION, 8 FT. NW
 BW2467'OF THE CENTER OF A TRACK ROAD AT THE FIRST CURVE SW OF THE
 BW2467'STATION, AND 151 FT. N-NE OF THE CENTER OF THE DIRT ROAD AT
 BW2467'ITS INTERSECTION WITH THE TRACK ROAD.  IT IS A STANDARD DISK,
 BW2467'STAMPED HELENA NO 2 1929.
 BW2467'
 BW2467'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO W
 BW2467'ON STATE HIGHWAY 24 (MAIN STREET) FOR 1.75 MI. TO A FORK,
 BW2467'TAKE THE LEFT FORK AND GO 7.25 MI. TO THE LESSLEY POST OFFICE
 BW2467'ON THE RIGHT, CONTINUE FOR 1.25 MI. TO A SIDE ROAD RIGHT,
 BW2467'TURN RIGHT AND GO N FOR 1.9 MI. TO A DIM ROAD RIGHT, TURN
 BW2467'RIGHT AND GO ABOUT 150 FT. TO REFERENCE MARK 2 ON THE LEFT,
 BW2467'CONTINUE FOR ABOUT 230 FT. TO A DEEP CUT AND THE STATION ON
 BW2467'THE LEFT.
 BW2467
 BW2467                          STATION RECOVERY (1969)
 BW2467
 BW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2467'THE STATION WAS VISITED 10/31/69 AND THE STATION MARK AND
 BW2467'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE
 BW2467'MARK NO. 2 COULD NOT BE FOUND AND THE PROPERTY OWNER REPORTED
 BW2467'IT HAD BEEN DESTROYED WHEN THE ROAD WAS IMPROVED.  A REFERENCE
 BW2467'MARK NO. 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BW2467'
 BW2467'THE STATION IS LOCATED 10 MILES NORTHWEST OF WOODVILLE, 9.5
 BW2467'MILES NORTHEAST OF FORT ADAMS, 2 MILES NORTH-NORTHWEST OF THE SMALL
 BW2467'COMMUNITY OF LESSLEY, ON THE HIGHEST POINT OF SMALL KNOLL NEAR
 BW2467'THE NORTH PROPERTY LINE OF THE PLEASANT VALLEY PLANTATION AND
 BW2467'ON PROPERTY OF THAT PLANTATION WHICH IS OWNED BY MRS. KETHLEEN
 BW2467'O FALLON.  A GRAVEL ROAD IN A DEEP CUT PASSES JUST SOUTHEAST
 BW2467'OF THE STATION.  THE STATION IS 187 FEET SOUTHWEST OF THE
 BW2467'SOUTHWEST CORNER OF A TENANT HOUSE THAT IS ON PROPERTY TO
 BW2467'THE NORTH OF THE STATION, 29 FEET NORTHWEST OF THE CENTER OF
 BW2467'THE GRAVEL ROAD THAT IS IN THE DEEP CUT, 84 FEET SOUTHWEST OF
 BW2467'THE CENTER OF BOARD GATE IN PROPERTY LINE FENCE, 34 FEET
 BW2467'SOUTH OF 9 INCH CEDAR TREE, 19 FEET NORTHWEST OF THE EDGE
 BW2467'OF THE CUT BANK AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BW2467'POST.  IT IS A C AND GS TRIANGULATION STATION DISK,
 BW2467'STAMPED HELENA 1929, PROJECTING 8 INCHES.
 BW2467'
 BW2467'REFERENCE MARK NO. 1 IS 49.29 FEET SOUTHEAST OF THE STATION.
 BW2467'IT IS 63 FEET SOUTHWEST OF 14 INCH CEDAR TREE THAT IS ALSO
 BW2467'T-FENCE CORNER POST, 42 FEET WEST-SOUTHWEST OF 20 INCH OAK
 BW2467'TREE, 39.5 FEET WEST OF THE WEST CORNER OF CONCRETE DIPPING
 BW2467'VAT, 21 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 11 FEET
 BW2467'SOUTHEAST OF THE EDGE OF THE CUT BANK, 1 FOOT EAST OF METAL
 BW2467'WITNESS POST, ABOUT 1 FOOT HIGHER THAT THE STATION AND ON THE
 BW2467'OPPOSITE BANK OF THE ROAD CUT FROM THE STATION.  IT IS
 BW2467'A C AND GS REFERENCE MARK DISK, STAMPED HELENA NO 1 1929,
 BW2467'PROJECTING 10 INCHES.
 BW2467'
 BW2467'REFERENCE MARK NO. 3 IS 83.53 FEET FROM THE STATION IN A
 BW2467'NORTHEAST DIRECTION.  IT IS 103 FEET SOUTHWEST OF THE
 BW2467'SOUTHWEST CORNER OF THE TENANT HOUSE, 16 FEET NORTHWEST OF
 BW2467'THE CENTER OF THE BOARD GATE, 2 FEET SOUTHWEST OF THE PROPERTY
 BW2467'LINE FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND ABOUT
 BW2467'8 FEET LOWER THAN THE STATION.  IT IS A C AND GS REFERENCE MARK
 BW2467'DISK, STAMPED HELENA 1929 NO 3 1969, PROJECTING 2 INCHES.
 BW2467'
 BW2467'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE, GO
 BW2467'WEST ON STATE HIGHWAY 24 FOR 0.6 MILE TO A FORK, TAKE THE
 BW2467'RIGHT FORK AND CONTINUE AHEAD ON S.H. 24, NOW IN A NORTHERLY
 BW2467'DIRECTION, FOR 1.1 MILES TO A FORK, TAKE THE RIGHT FORK AND
 BW2467'FOLLOW S.H. 24 NOW WESTERLY FOR 7.4 MILES TO THE LESSLEY
 BW2467'STORE AND U.S. POST OFFICE.  CONTINUE AHEAD, WEST, ON S.H.
 BW2467'24 FOR 1.2 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 BW2467'GRAVEL ROAD NORTHERLY FOR 1.25 MILES TO A CATTLE GUARD,
 BW2467'CONTINUE NORTHERLY ON WINDING ROAD FOR 0.6 MILE TO A WELL
 BW2467'DEFINED SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY AND
 BW2467'NORTHERLY FOR 0.1 MILE TO STATION ON LEFT AT TOP OF
 BW2467'CUT BANK JUST BEFORE REACHING GATE AND TENANT HOUSE.
 BW2467'
 BW2467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BW2467'NORTH-NORTHWEST OF LESSLEY
 BW2467
 BW2467                          STATION RECOVERY (2000)
 BW2467
 BW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW2467'THE STATION HELENA IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF
 BW2467'WOODVILLE, MS.  TO REACH THE STATION FROM THE INTERSECTION OF US 61
 BW2467'AND RTE 24 ON THE EAST SIDE OF WOODVILLE, DRIVE NORTHWESTWARD ON RTE
 BW2467'24 BETWEEN ABOUT 9.5 MI (15.3 KM) AND 10 MI (16.1 KM) TO THE LITTLE
 BW2467'COMMUNITY OF LESSLEY (JUST PAST RACOON RD. RUNNING TO THE SOUTH FROM
 BW2467'THE HWY).  CONTINUE WEST, AND THEN TURNING TOWARD THE SOUTHWEST,
 BW2467'ANOTHER 1.1 MI (1.8 KM) TO PAVED PLEASANT VALLEY ROAD ON THE RIGHT.
 BW2467'TURN RIGHT ON PLEASANT VALLEY ROAD AND PROCEED 1.65 MI (2.66 KM) NORTH
 BW2467'AND NORTHWESTWARD TO CAGE RD. ON THE LEFT.  CONTINUE ON PLEASANT
 BW2467'VALLEY ROAD FOR ANOTHER 0.25 MI (0.40 KM) TO A GRAVEL DRIVE, RIGHT.
 BW2467'TURN RIGHT INTO THE DRIVEWAY AND PROCEED AHEAD 0.05 MI (0.08 KM) TO
 BW2467'THE STATION ON THE LEFT, ON THE TOP OF THE CUT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2201 ***********************************************************************
 BH2201  DESIGNATION -  HELENA
 BH2201  PID         -  BH2201
 BH2201  STATE/COUNTY-  MS/JACKSON
 BH2201  USGS QUAD   -  KREOLE (1986)
 BH2201
 BH2201                         *CURRENT SURVEY CONTROL
 BH2201  ___________________________________________________________________
 BH2201* NAD 83(1993)-  30 29 39.49511(N)    088 28 48.13899(W)     ADJUSTED  
 BH2201* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BH2201  ___________________________________________________________________
 BH2201  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH2201  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH2201  HORZ ORDER  -  SECOND
 BH2201
 BH2201.The horizontal coordinates were established by classical geodetic methods
 BH2201.and adjusted by the National Geodetic Survey in May 1994.
 BH2201
 BH2201.The orthometric height was scaled from a topographic map.
 BH2201
 BH2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2201
 BH2201.The geoid height was determined by GEOID03.
 BH2201
 BH2201;                    North         East     Units Scale Factor Converg.
 BH2201;SPC MS E     -   110,268.567   333,916.300   MT  0.99996419   +0 10 45.4
 BH2201;SPC MS E     -   361,772.79  1,095,523.73   sFT  0.99996419   +0 10 45.4
 BH2201;SPC AL W     -    55,201.587   505,915.894   MT  1.00004249   -0 29 50.5
 BH2201;UTM  16      - 3,374,491.416   357,958.721   MT  0.99984890   -0 45 04.2
 BH2201
 BH2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2201!SPC MS E     -   1.00000384  x   0.99996419  =   0.99996803
 BH2201!SPC AL W     -   1.00000384  x   1.00004249  =   1.00004633
 BH2201!UTM  16      -   1.00000384  x   0.99984890  =   0.99985274
 BH2201
 BH2201:                Primary Azimuth Mark                     Grid Az
 BH2201:SPC MS E     -  HELENA AZ MK                             022 47 35.3
 BH2201:SPC AL W     -  HELENA AZ MK                             023 28 11.2
 BH2201:UTM  16      -  HELENA AZ MK                             023 43 24.9
 BH2201
 BH2201|---------------------------------------------------------------------|
 BH2201| PID    Reference Object                     Distance      Geod. Az  |
 BH2201|                                                           dddmmss.s |
 BH2201| DD8889 HELENA AZ MK                                       0225820.7 |
 BH2201| DD8890 HELENA RM 1                          31.465 METERS 17555     |
 BH2201| BH2208 MOSS PT SOUTHERN PAPER N STACK      APPROX. 8.9 KM 1893520.1 |
 BH2201| DD8891 HELENA RM 2                          35.790 METERS 30321     |
 BH2201| BH2042 HELENA FIRE TOWER                   APPROX. 2.8 KM 3202508.8 |
 BH2201|---------------------------------------------------------------------|
 BH2201
 BH2201                          SUPERSEDED SURVEY CONTROL
 BH2201
 BH2201  NAD 83(1993)-  30 29 39.50252(N)    088 28 48.13500(W) AD(       ) 2
 BH2201  NAD 83(1986)-  30 29 39.51885(N)    088 28 48.13437(W) AD(       ) 2
 BH2201  NAD 27      -  30 29 38.80300(N)    088 28 48.08700(W) AD(       ) 2
 BH2201
 BH2201.Superseded values are not recommended for survey control.
 BH2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2201.See file dsdata.txt to determine how the superseded data were derived.
 BH2201
 BH2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5795974491(NAD 83)
 BH2201_MARKER: DS = TRIANGULATION STATION DISK
 BH2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2201
 BH2201  HISTORY     - Date     Condition        Report By
 BH2201  HISTORY     - 1943     MONUMENTED       CGS
 BH2201  HISTORY     - 1956     GOOD             CGS
 BH2201  HISTORY     - 1958     GOOD             CGS
 BH2201  HISTORY     - 1968     GOOD             MSHD
 BH2201
 BH2201                          STATION DESCRIPTION
 BH2201
 BH2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2201'STATION IS LOCATED ABOUT 9.5 MILES S OF HURLEY AND ABOUT 8.0 MILES NE
 BH2201'OF MOSS POINT.  THE MARK IS SET 130 FEET S OF THE CENTER LINE OF
 BH2201'A DIRT ROAD AT A SHARP CURVE TO THE N, 28 FEET W OF A N-S DRAINAGE
 BH2201'DITCH, 25 FEET SW OF A SMALL TRIANGULAR BLAZE ON AN 8-INCH PINE
 BH2201'TREE AND 4.3 FEET W OF A STANDARD REFERENCE POST.  THE DISK IS
 BH2201'STAMPED HELENA 1943.
 BH2201'
 BH2201'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BH2201'SET IN CONCRETE.
 BH2201'
 BH2201'REFERENCE MARK NO. 1 IS 103.23 FEET S OF THE STATION AND 21 FEET W OF
 BH2201'A DRAINAGE DITCH.  THE DISK IS STAMPED HELENA NO. 1 1943.
 BH2201'
 BH2201'REFERENCE MARK NO. 2 IS 117.46 FEET NW OF THE STATION AND 35 FEET S
 BH2201'OF THE CENTER LINE OF A DIRT ROAD.  THE DISK IS STAMPED HELENA
 BH2201'NO. 2 1943.
 BH2201'
 BH2201'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NE OF THE STATION AT THE N
 BH2201'EDGE OF A LARGE CLEARED AREA.  IT IS 26.5 FEET S OF THE CENTER LINE
 BH2201'OF THE E-W DIRT ROAD, AND 3.6 FEET S OF A STNDARD REFERENCE POST.
 BH2201'THE DISK IS STAMPED HELENA 1943.  TO REACH THE AZIMUTH FROM THE
 BH2201'STATION GO N AND E FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 BH2201'
 BH2201'TO REACH THE STATION FROM THE HURLEY POST OFFICE ON MISS. HIGHWAY 63,
 BH2201'GO SOUTHERLY ON HIGHWAY 63 FOR 8.6 MILES TO A GRADED DIRT ROAD
 BH2201'LEADING LEFT WHERE THE HIGHWAY CURVES TO THE RIGHT.  TURN LEFT AND
 BH2201'FOLLOW THE DIRT ROAD FOR 0.35 MILE TO A FORKS, TAKE THE LEFT FORK
 BH2201'FOR 3.05 MILES TO A T-ROAD LEFT JUST BEFORE CROSSING A BRIDGE.  TURN
 BH2201'LEFT AND GO 0.9 MILE TO A POINT WHERE THE ROAD MAKES A SHARP
 BH2201'CURVE TO THE N AND STATION ON THE RIGHT.
 BH2201'
 BH2201'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BH2201
 BH2201                          STATION RECOVERY (1956)
 BH2201
 BH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SAM)
 BH2201'ALL MARKS FOUND AND IN GOOD CONDITION.  STAMPINGS CORRECT.
 BH2201'DESCRIPTION TO REACH STATION IS O.K.
 BH2201'
 BH2201'DIRT ROAD REFERRED TO IN ORIGINAL DESCRIPTION IS NOW BLACK TOP, AND
 BH2201'ALSO STATION IS ON OPPOSITE SIDE OF THE ROAD FROM THE RESIDENCE OF
 BH2201'MR. ARCHIE WILLIAMS.
 BH2201
 BH2201                          STATION RECOVERY (1958)
 BH2201
 BH2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2201'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A
 BH2201'NEW AND COMPLETE DESCRITPION.
 BH2201'
 BH2201'STATION IS ABOUT 11-1/4 MILES SOUTH OF HURLEY AND 7 MILES NORTHEAST
 BH2201'OF MOSS POINT, IN THE EAST SIDE CENTER OF SECTION 28, T 6 S, R 5
 BH2201'W.
 BH2201'
 BH2201'TO REACH FROM THE POST OFFICE IN ESCATAWPA, GO NORTH ON STATE HIGHWAY
 BH2201'63 FOR 1.05 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 BH2201'NORTHEASTERLY, ON SURFACED ROAD FOR 3.0 MILES TO A FORK AT BRICK
 BH2201'HOUSE ON LEFT, TAKE LEFT FOR 1.05 MILES TO CHURCH ON RIGHT,
 BH2201'CONTINUE 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, EAST, ON SURFACED
 BH2201'ROAD FOR 0.9 MILE TO WHERE SURFACED ROAD TURNS NORTH AND DIRT
 BH2201'ROAD LEADS STRAIGHT AHEAD AND STATION ON THE RIGHT.
 BH2201'
 BH2201'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH THEN EAST ON
 BH2201'SURFACED ROAD FOR 0.45 MILE TO AZIMUTH MARK ON THE RIGHT.
 BH2201'
 BH2201'STATION MARKS ARE STANDARD DISKS, STAMPED HELENA 1943.  SURFACE MARK
 BH2201'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 BH2201'INCHES.  IT IS 117 FEET SOUTH-SOUTHWEST OF T-INTERSECTION ROAD
 BH2201'CENTER, 27 FEET WEST OF NORTH-SOUTH DRAINAGE DITCH, 25 FEET
 BH2201'SOUTHWEST OF A 10 INCH PINE TREE WITH TRIANGLE BLAZE ON EAST SIDE.  A
 BH2201'4 INCH BY 4 INCH WHITE WITNESS POST WAS SET 4.5 FEET EAST OF THE
 BH2201'MARK.
 BH2201'
 BH2201'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HELENA NO 1 1943, SET IN
 BH2201'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 9
 BH2201'INCHES.  IT IS 220 FEET SOUTH OF THE T-INTERSECTION ROAD CENTER, 122
 BH2201'FEET SOUTH OF THE TRIANGLE BLAZED TREE AND 19 FEET WEST OF THE
 BH2201'NORTH-SOUTH DRAINAGE DITCH.
 BH2201'
 BH2201'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HELENA NO 2 1943, SET IN
 BH2201'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 BH2201'INCHES.  IT IS 119 FEET WEST-SOUTHWEST OF THE ROAD, T-INTERSECTION
 BH2201'CENTER, 123 FEET WEST-NORTHWEST OF THE TRIANGLE BLAZED TREE AND
 BH2201'36 FEET SOUTH OF THE SURFACED ROAD CENTER.
 BH2201'
 BH2201'AZIMUTH MARK IS A STANDARD DISK, STAMPED HELENA 1943, SET IN THE TOP
 BH2201'OF A 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 79
 BH2201'FEET SOUTH-SOUTHWEST OF POWERLINE POLE, 27 FEET SOUTH OF SURFACED
 BH2201'ROAD CENTER.  A 4 INCH BY 4 INCH WHITE WITNESS POST WAS SET 1.5
 BH2201'FEET EAST OF THE MARK.
 BH2201'
 BH2201'HEIGHT OF LIGHT - 34 METERS.
 BH2201
 BH2201                          STATION RECOVERY (1968)
 BH2201
 BH2201'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2201'THE STATION WAS VISITED 7-11-68 AND THE STATION MARK, REFERENCE MARK,
 BH2201'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2201'
 BH2201'THE STATION IS LOCATED 5.8 MILES NORTHEAST OF ESCATAWPA AND 6.4 MILES
 BH2201'SOUTH OF BIG POINT NEAR THE CENTER OF THE EAST SIDE OF SECTION
 BH2201'28, T 6S, R 5W AND ON PROPERTY OWNED BY MRS. TIBB HANDS, IT IS 106
 BH2201'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 25 FEET WEST OF
 BH2201'THE PROJECTED TANGENT OF A BLACKTOP ROAD, 22 FEET WEST OF THE CENTER
 BH2201'OF A TRACK ROAD, 27 FEET WEST OF THE WEST EDGE OF A DITCH, 110 FEET
 BH2201'SOUTHWEST OF THE CENTER OF A T INTERSECTION AND 1 FOOT SOUTH OF A
 BH2201'METAL WITNESS POST.
 BH2201'
 BH2201'IT IS A STANDARD TRIANGULATION DISK, STAMPED HELENA 1943 FLUSH WITH
 BH2201'THE GROUND.
 BH2201'
 BH2201'REFERENCE MARK NO. 1 IS 103.23 FEET SOUTH OF THE STATION.  IT IS 210
 BH2201'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 9 FEET WEST OF THE
 BH2201'CENTER OF A TRACK ROAD, 18 FEET WEST OF THE WEST EDGE OF A DITCH AND
 BH2201'1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BH2201'STAMPED HELENA NO 1 1943 PROJECTING 8 INCHES.
 BH2201'
 BH2201'REFERENCE MARK NO. 2 IS 117.42 FEET WEST NORTHWEST OF THE STATION.
 BH2201'IT IS 36 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 7 FEET
 BH2201'WEST OF THE EXTENDED EAST WALL OF A GREEN ASBESTOS HOUSE, 58 FEET
 BH2201'EAST OF THE EXTENDED TANGENT OF THE DRIVEWAY LEADING TO THE
 BH2201'GREEN ASBESTOS HOUSE AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 BH2201'A STANDARD REFERENCE MARK DISK, STAMPED HELENA NO 2 1943 PROJECTING
 BH2201'4 INCHES.
 BH2201'
 BH2201'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 198.20 FEET.
 BH2201'
 BH2201'THE AZIMUTH MARK IS 0.4 MILE NORTH NORTHEAST OF THE STATION.  IT IS
 BH2201'27 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 79.5 FEET SOUTHWEST
 BH2201'OF A POWER LINE POLE WITH A TRANSFORMER AND WIRES CROSSING THE ROAD
 BH2201'IN TWO DIRECTIONS AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BH2201'THE STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD
 BH2201'AZIMUTH MARK DISK, STAMPED HELENA 1943 PROJECTING 4 INCHES.
 BH2201'
 BH2201'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2201'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.9 MILE TO THE SWING
 BH2201'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2201'HIGHWAY 63 FOR 1.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 BH2201'(NORTHEAST) AND CONTINUE ON SARACENNIA ROAD FOR 4.3 MILES TO A SIDE
 BH2201'ROAD RIGHT JUST PAST A CONCRETE BRIDGE.  TURN RIGHT (EAST) AND
 BH2201'CONTINUE ON LILLY ORCHARD ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT AND
 BH2201'THE MARK ON THE RIGHT AS DESCRIBED.
 BH2201'
 BH2201'TO REACH THE AZIMUTH, TURN LEFT (NORTH) AND CONTINUE ON A BLACKTOP
 BH2201'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BH2201'
 BH2201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.8 MILES NORTHEAST
 BH2201'OF ESCATAWPA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2042 ***********************************************************************
 BH2042  DESIGNATION -  HELENA FIRE TOWER
 BH2042  PID         -  BH2042
 BH2042  STATE/COUNTY-  MS/JACKSON
 BH2042  USGS QUAD   -  BIG POINT (1982)
 BH2042
 BH2042                         *CURRENT SURVEY CONTROL
 BH2042  ___________________________________________________________________
 BH2042* NAD 83(1993)-  30 30 49.95364(N)    088 29 55.41969(W)     ADJUSTED  
 BH2042* NAVD 88     -              **(meters)            **(feet)            
 BH2042  ___________________________________________________________________
 BH2042  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH2042  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH2042  HORZ ORDER  -  THIRD
 BH2042
 BH2042.The horizontal coordinates were established by classical geodetic methods
 BH2042.and adjusted by the National Geodetic Survey in May 1994.
 BH2042
 BH2042
 BH2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2042
 BH2042.The geoid height was determined by GEOID03.
 BH2042
 BH2042;                    North         East     Units Scale Factor Converg.
 BH2042;SPC MS E     -   112,432.762   332,115.705   MT  0.99996272   +0 10 11.6
 BH2042;SPC MS E     -   368,873.15  1,089,616.28   sFT  0.99996272   +0 10 11.6
 BH2042;SPC AL W     -    57,387.078   504,140.847   MT  1.00004665   -0 30 25.7
 BH2042;UTM  16      - 3,376,684.329   356,193.715   MT  0.99985512   -0 45 40.0
 BH2042
 BH2042                          SUPERSEDED SURVEY CONTROL
 BH2042
 BH2042  NAD 83(1993)-  30 30 49.96138(N)    088 29 55.41527(W) AD(       ) 4
 BH2042  NAD 83(1986)-  30 30 49.97725(N)    088 29 55.41511(W) AD(       ) 4
 BH2042  NAD 27      -  30 30 49.25900(N)    088 29 55.36000(W) AD(       ) 3
 BH2042
 BH2042.Superseded values are not recommended for survey control.
 BH2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2042.See file dsdata.txt to determine how the superseded data were derived.
 BH2042
 BH2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5619476684(NAD 83)
 BH2042_MARKER: 57 = LOOKOUT TOWER
 BH2042
 BH2042  HISTORY     - Date     Condition        Report By
 BH2042  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2042  HISTORY     - 1958     GOOD             CGS
 BH2042  HISTORY     - 1968     GOOD             MSHD
 BH2042
 BH2042                          STATION DESCRIPTION
 BH2042
 BH2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2042'THIS INTERSECTION STATION IS LOCATED ABOUT 9 MILES S OF HURLEY AND
 BH2042'ABOUT 8.5 MILES NE OF MOSS POINT.  IT IS A STANDARD LOOKOUT OF THE
 BH2042'MISSISSIPPI FOREST SERVICE.  THE TOWER IS A FOUR-LEGGED, STEEL
 BH2042'STRUCTURE WITH AN ENCLOSED CABIN AT THE TOP AND IS ABOUT 115 FEET
 BH2042'IN HEIGHT.
 BH2042'
 BH2042'THE POINT SIGHTED UPON WAS THE CONICAL ROOF.
 BH2042'
 BH2042'TO REACH THE STATION FROM THE HURLEY POST OFFICE ON MISS. HIGHWAY 63,
 BH2042'GO SOUTHERLY ON HIGHWAY 63 FOR 8.6 MILES TO A GRADED DIRT ROAD
 BH2042'LEADING LEFT WHERE THE HIGHWAY CURVES TO THE RIGHT.  TURN LEFT AND
 BH2042'FOLLOW THE DIRT ROAD FOR 0.35 MILE TO A FORKS, TAKE THE LEFT FORK
 BH2042'FOR 1.2 MILES TO THE FIRETOWER ON THE LEFT.
 BH2042
 BH2042                          STATION RECOVERY (1958)
 BH2042
 BH2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2042'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BH2042
 BH2042                          STATION RECOVERY (1968)
 BH2042
 BH2042'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2042'THE STATION WAS VISITED 8-9-68 AND THE STATION WAS FOUND IN GOOD
 BH2042'CONDITION.
 BH2042'
 BH2042'THE STATION IS LOCATED 5.2 MILES SOUTHWEST OF BIG POINT AND 7.4 MILES
 BH2042'NORTHEAST OF MOSS POINT, IN THE NORTHEAST 1/4 OF SECTION 2, T 6S, R
 BH2042'5W.  IT IS A GLASS ENCLOSED CABIN ATOP A FOUR LEGGED STEEL STRUCTURE
 BH2042'APPROXIMATELY 115 FEET HIGH.  THE PEAK OF THE CONICAL ROOF WAS THE
 BH2042'POINT OBSERVED.
 BH2042'
 BH2042'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT, GO
 BH2042'NORTH AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE
 BH2042'SWING BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2042'HIGHWAY 63 FOR 1.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2042'(NORTHEAST) AND CONTINUE ON SARACENNIA ROAD FOR 5.5 MILES TO THE
 BH2042'TOWER ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0430 ***********************************************************************
 DK0430  DESIGNATION -  HELM AZ MK RESET
 DK0430  PID         -  DK0430
 DK0430  STATE/COUNTY-  MS/WASHINGTON
 DK0430  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0430
 DK0430                         *CURRENT SURVEY CONTROL
 DK0430  ___________________________________________________________________
 DK0430* NAD 83(1986)-  33 29 39.     (N)    090 50 16.     (W)     SCALED    
 DK0430* NAVD 88     -        36.880  (meters)     121.00   (feet)  ADJUSTED  
 DK0430  ___________________________________________________________________
 DK0430  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK0430  DYNAMIC HT  -          36.841 (meters)     120.87  (feet)  COMP
 DK0430  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 DK0430
 DK0430  VERT ORDER  -  SECOND    CLASS II
 DK0430
 DK0430.The horizontal coordinates were scaled from a topographic map and have
 DK0430.an estimated accuracy of +/- 6 seconds.
 DK0430
 DK0430.The orthometric height was determined by differential leveling
 DK0430.and adjusted in June 1991.
 DK0430
 DK0430.The geoid height was determined by GEOID03.
 DK0430
 DK0430.The dynamic height is computed by dividing the NAVD 88
 DK0430.geopotential number by the normal gravity value computed on the
 DK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0430.degrees latitude (g = 980.6199 gals.).
 DK0430
 DK0430.The modeled gravity was interpolated from observed gravity values.
 DK0430
 DK0430;                    North         East    Units  Estimated Accuracy
 DK0430;SPC MS W     -   442,960.      653,130.      MT  (+/- 180 meters Scaled)
 DK0430
 DK0430                          SUPERSEDED SURVEY CONTROL
 DK0430
 DK0430  NGVD 29 (??/??/??)   36.951  (m)          121.23   (f) ADJUSTED    2 2
 DK0430
 DK0430.Superseded values are not recommended for survey control.
 DK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0430.See file dsdata.txt to determine how the superseded data were derived.
 DK0430
 DK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT008081(NAD 83)
 DK0430_MARKER: DZ = AZIMUTH MARK DISK
 DK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0430_STAMPING: HELM 1939 1957 RESET 1957
 DK0430_MARK LOGO: CGS   
 DK0430_PROJECTION: PROJECTING 25 CENTIMETERS
 DK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0430+STABILITY: SURFACE MOTION
 DK0430
 DK0430  HISTORY     - Date     Condition        Report By
 DK0430  HISTORY     - 1957     MONUMENTED       CGS
 DK0430  HISTORY     - 1975     GOOD             MSHD
 DK0430
 DK0430                          STATION DESCRIPTION
 DK0430
 DK0430'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DK0430'7.4 MI NE FROM LELAND.
 DK0430'THE MARK IS LOCATED 7.4 MILES NORTHEAST OF LELAND IN A CULTIVATED
 DK0430'FIELD BETWEEN THE I.C.R.R. TRACK AND U.S. HIGHWAY 61, 0.4 MILE SOUTH
 DK0430'OF HELM, 2.6 MILES SOUTHWEST ALONG HIGHWAY 61 FROM THE
 DK0430'BOLIVAR-WASHINGTON COUNTY LINE ABOUT 140 YARDS NORTH OF A SMALL FRAME
 DK0430'CHURCH IN THE NORTHEAST 1/4 OF SECTION 17, T 19N, R 6W.  IT IS 94.5
 DK0430'FEET WEST OF THE CENTER OF HIGHWAY 61, 154 FEET EAST OF THE EAST RAIL
 DK0430'OF THE I.C.R.R. TRACK, 215 FEET SOUTHWEST OF A POWER POLE, 56.5 FEET
 DK0430'WEST OF THE SOUTH END OF A CULVERT, 1.5 FEET SOUTH OF A METAL WITNESS
 DK0430'POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 6 INCHES BELOW THE
 DK0430'LEVEL OF THE HIGHWAY AND PROJECTS 9 INCHES.  TO REACH FROM THE U.S.
 DK0430'POST OFFICE IN LELAND GO NORTHEAST ON BROAD STREET (OLD HIGHWAY 61)
 DK0430'FOR 6.6 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 61
 DK0430'FOR 0.65 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0426 ***********************************************************************
 DK0426  DESIGNATION -  HELM RESET
 DK0426  PID         -  DK0426
 DK0426  STATE/COUNTY-  MS/WASHINGTON
 DK0426  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0426
 DK0426                         *CURRENT SURVEY CONTROL
 DK0426  ___________________________________________________________________
 DK0426* NAD 83(1993)-  33 29 22.72013(N)    090 50 17.91187(W)     ADJUSTED  
 DK0426* NAVD 88     -        36.25   (+/-2cm)     118.9    (feet)  VERTCON   
 DK0426  ___________________________________________________________________
 DK0426  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DK0426  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0426  HORZ ORDER  -  FIRST
 DK0426  VERT ORDER  -  THIRD (See Below)
 DK0426
 DK0426.The horizontal coordinates were established by classical geodetic methods
 DK0426.and adjusted by the National Geodetic Survey in May 1994.
 DK0426
 DK0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0426.The vertical order pertains to the NGVD 29 superseded value.
 DK0426
 DK0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0426
 DK0426.The geoid height was determined by GEOID03.
 DK0426
 DK0426;                    North         East     Units Scale Factor Converg.
 DK0426;SPC MS W     -   442,456.651   653,072.911   MT  0.99997714   -0 16 43.1
 DK0426;SPC MS W     - 1,451,626.53  2,142,623.38   sFT  0.99997714   -0 16 43.1
 DK0426;UTM  15      - 3,707,662.190   700,832.178   MT  1.00009728   +1 11 35.5
 DK0426
 DK0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0426!SPC MS W     -   0.99999849  x   0.99997714  =   0.99997563
 DK0426!UTM  15      -   0.99999849  x   1.00009728  =   1.00009577
 DK0426
 DK0426:                Primary Azimuth Mark                     Grid Az
 DK0426:SPC MS W     -  HELM AZ MK RESET                         007 55 22.5
 DK0426:UTM  15      -  HELM AZ MK RESET                         006 27 03.9
 DK0426
 DK0426|---------------------------------------------------------------------|
 DK0426| PID    Reference Object                     Distance      Geod. Az  |
 DK0426|                                                           dddmmss.s |
 DK0426| CY6198 HELM AZ MK RESET                                   0073839.4 |
 DK0426| CY6201 T19N R6W SECS 15 16 21 22                          0995458.8 |
 DK0426| CY6200 T19N R6W SECS 16 17 20 21                          1181400.7 |
 DK0426| DK0427 HELM RM 5                            24.511 METERS 14623     |
 DK0426| CY6202 HELM RM 1                            60.585 METERS 17109     |
 DK0426| CY6199 HELM AZ MK                                         1990533.2 |
 DK0426| DK0429 HELM RM 3                            62.683 METERS 22731     |
 DK0426| DK0428 HELM RM 6                            15.212 METERS 24821     |
 DK0426| CY6203 HELM RM 2                            39.039 METERS 27420     |
 DK0426| CY6204 HELM RM 4                            33.288 METERS 31155     |
 DK0426|---------------------------------------------------------------------|
 DK0426
 DK0426                          SUPERSEDED SURVEY CONTROL
 DK0426
 DK0426  NAD 83(1986)-  33 29 22.73092(N)    090 50 17.90784(W) AD(       ) 1
 DK0426  NGVD 29 (??/??/??)   36.33   (m)          119.2    (f) RESET       3  
 DK0426
 DK0426.Superseded values are not recommended for survey control.
 DK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0426.See file dsdata.txt to determine how the superseded data were derived.
 DK0426
 DK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0083207662(NAD 83)
 DK0426_MARKER: DS = TRIANGULATION STATION DISK
 DK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0426_STAMPING: HELM 1939 1976
 DK0426_MARK LOGO: NGS   
 DK0426_PROJECTION: RECESSED 38 CENTIMETERS
 DK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0426+STABILITY: SURFACE MOTION
 DK0426
 DK0426  HISTORY     - Date     Condition        Report By
 DK0426  HISTORY     - 1976     MONUMENTED       NGS
 DK0426  HISTORY     - 1976     GOOD             NGS
 DK0426
 DK0426                          STATION DESCRIPTION
 DK0426
 DK0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0426'7 MI NE FROM LELAND.
 DK0426'1.6 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN LELAND
 DK0426'TO THE JUNCTION OF U.S. HIGHWAY 61 BY-PASS, THENCE NORTH ALONG U.S.
 DK0426'HIGHWAY 61 FOR 5.05 MILES TO MARK IN SOUTHWEST CORNER OF CULTIVATED
 DK0426'FIELD, 98.5 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF HIGHWAY,
 DK0426'80.7 FEET NORTHWEST OF A 10 INCH PECAN TREE, 52.7 FEET NORTH OF A 12
 DK0426'INCH PECAN TREE AND 48 FEET EAST-NORTHEAST OF A POWER POLE, SET IN TOP
 DK0426'OF A ROUND CONCRETE POST 15 INCHES BELOW THE SURFACE OF THE GROUND.
 DK0426'SECTION 17, T 19N, R 6W.
 DK0426
 DK0426                          STATION RECOVERY (1976)
 DK0426
 DK0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 DK0426'THE STATION WAS VISITED 7-8-76 AND THE STATION UNDERGROUND MARK,
 DK0426'REFERENCE MARK NO 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0426'CONDITION.  REFERENCE MARK NO 3 WAS GOING TO BE DESTROYED BY ROAD
 DK0426'CONSTRUCTION.  THE STATION SURFACE MARK AND REFERENCE MARKS NO 1
 DK0426'AND NO 4 WERE PREVIOUSLY DESTROYED.  A NEW STATION SURFACE MARK
 DK0426'AND REFERENCE MARKS NO 5 AND NO 6 WERE ESTABLISHED AT THIS DATE
 DK0426'AND REFERENCE MARK NO 3 WAS RECLAIMED.  A NEW DESCRIPTION
 DK0426'FOLLOWS--
 DK0426'
 DK0426'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF LELAND AND 0.9 MILE
 DK0426'SOUTH OF HELM IN THE SOUTHEAST 1/4 OF SECTION 17, T 19N, R 6W.
 DK0426'
 DK0426'TO REACH FROM THE POST OFFICE IN LELAND GO NORTH ON OLD HIGHWAY 61
 DK0426'FOR 1.6 MILES TO INTERSECTION OF HIGHWAY 61 BYPASS.  CONTINUE NORTH
 DK0426'ON HIGHWAY 61 FOR 3.7 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE
 DK0426'NORTH ON HIGHWAY 61 FOR 1.35 MILES TO STATION ON RIGHT AS
 DK0426'DESCRIBED.
 DK0426'
 DK0426'THE STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY TRIANGULATION
 DK0426'STATION DISK, STAMPED HELM 1939 1976 SET IN TOP OF A ROUND CONCRETE
 DK0426'POST 15 INCHES BELOW SURFACE OF GROUND.  IT IS IN SOUTHWEST CORNER
 DK0426'OF CULTIVATED FIELD, 98.5 FEET EAST OF THE CENTER OF THE NORTH
 DK0426'BOUND LANE OF U.S. HIGHWAY 61 (NOW UNDER CONSTRUCTION), 80.7 FEET
 DK0426'NORTHWEST OF A 10 INCH PECAN TREE, 52.7 FEET WEST OF A 12 INCH PECAN
 DK0426'TREE, 48.0 FEET EAST-NORTHEAST OF A POWER POLE AND 27 FEET WEST OF
 DK0426'THE PROJECTED PLANE OF THE WEST EDGE OF A CONCRETE SLAB.
 DK0426'
 DK0426'THE REFERENCE MARK NO 5 IS A STANDARD NATIONAL GEODETIC SURVEY
 DK0426'REFERENCE MARK DISK, STAMPED HELM 1939 NO 5 1976 SET IN TOP OF A
 DK0426'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS AT THE SOUTH
 DK0426'EDGE OF A CULTIVATED FIELD, 103 FEET EAST OF POWER POLE AND 2
 DK0426'FEET WEST-SOUTHWEST OF A 10 INCH PECAN TREE (CENTER TREE OF
 DK0426'THREE).
 DK0426'
 DK0426'REFERENCE MARK NO 6 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 DK0426'MARK DISK, STAMPED HELM 1939 NO 6 1976 SET IN TOP OF A ROUND
 DK0426'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 59 FEET EAST OF THE
 DK0426'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 61, 57 FEET
 DK0426'WEST-NORTHWEST OF A 12 INCH PECAN TREE, 2 FEET SOUTH OF A POWER
 DK0426'POLE AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 DK0426'
 DK0426'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HELM
 DK0426'1939 RESET 1957 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 DK0426'10 INCHES.  IT IS A CULTIVATED FIELD, 94.5 FEET WEST OF THE CENTER
 DK0426'OF SOUTH BOUND LANE OF HIGHWAY 61, 154 FEET EAST OF THE EAST RAIL OF
 DK0426'RAILROAD TRACKS AND 1.5 FEET EAST OF A METAL WITNESS POST AND
 DK0426'SIGN.
 DK0426'
 DK0426'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON U.S. HIGHWAY 61 FOR
 DK0426'0.35 MILE TO THE MARK ON THE LEFT IN A FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0427 ***********************************************************************
 DK0427  DESIGNATION -  HELM RM 5
 DK0427  PID         -  DK0427
 DK0427  STATE/COUNTY-  MS/WASHINGTON
 DK0427  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0427
 DK0427                         *CURRENT SURVEY CONTROL
 DK0427  ___________________________________________________________________
 DK0427* NAD 83(1986)-  33 29 21.     (N)    090 50 19.     (W)     SCALED    
 DK0427* NAVD 88     -        37.07   (+/-2cm)     121.6    (feet)  VERTCON   
 DK0427  ___________________________________________________________________
 DK0427  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0427  VERT ORDER  -  THIRD (See Below)
 DK0427
 DK0427.The horizontal coordinates were scaled from a topographic map and have
 DK0427.an estimated accuracy of +/- 6 seconds.
 DK0427
 DK0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0427.The vertical order pertains to the NGVD 29 superseded value.
 DK0427
 DK0427.The geoid height was determined by GEOID03.
 DK0427
 DK0427;                    North         East    Units  Estimated Accuracy
 DK0427;SPC MS W     -   442,400.      653,050.      MT  (+/- 180 meters Scaled)
 DK0427
 DK0427                          SUPERSEDED SURVEY CONTROL
 DK0427
 DK0427  NGVD 29 (??/??/??)   37.15   (m)          121.9    (f) RESET       3  
 DK0427
 DK0427.Superseded values are not recommended for survey control.
 DK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0427.See file dsdata.txt to determine how the superseded data were derived.
 DK0427
 DK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT008076(NAD 83)
 DK0427_MARKER: DR = REFERENCE MARK DISK
 DK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0427_STAMPING: HELM 1939 NO 5 1976
 DK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0427+STABILITY: SURFACE MOTION
 DK0427
 DK0427  HISTORY     - Date     Condition        Report By
 DK0427  HISTORY     - 1976     MONUMENTED       NGS
 DK0427
 DK0427                          STATION DESCRIPTION
 DK0427
 DK0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0427'7 MI NE FROM LELAND.
 DK0427'1.6 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN LELAND
 DK0427'TO THE JUNCTION OF U.S. HIGHWAY 61 BY-PASS, THENCE NORTH ALONG U.S.
 DK0427'HIGHWAY 61 FOR 5.05 MILES TO MARK AT SOUTH EDGE OF CULTIVATED FIELD,
 DK0427'103 FEET EAST OF A POWER POLE AND 2 FEET WEST-SOUTHWEST OF A 10 INCH
 DK0427'PECAN TREE, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 DK0427'SECTION 17, T 19N, R 6W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0428 ***********************************************************************
 DK0428  DESIGNATION -  HELM RM 6
 DK0428  PID         -  DK0428
 DK0428  STATE/COUNTY-  MS/WASHINGTON
 DK0428  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0428
 DK0428                         *CURRENT SURVEY CONTROL
 DK0428  ___________________________________________________________________
 DK0428* NAD 83(1986)-  33 29 23.     (N)    090 50 19.     (W)     SCALED    
 DK0428* NAVD 88     -        37.05   (+/-2cm)     121.6    (feet)  VERTCON   
 DK0428  ___________________________________________________________________
 DK0428  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DK0428  VERT ORDER  -  THIRD (See Below)
 DK0428
 DK0428.The horizontal coordinates were scaled from a topographic map and have
 DK0428.an estimated accuracy of +/- 6 seconds.
 DK0428
 DK0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0428.The vertical order pertains to the NGVD 29 superseded value.
 DK0428
 DK0428.The geoid height was determined by GEOID03.
 DK0428
 DK0428;                    North         East    Units  Estimated Accuracy
 DK0428;SPC MS W     -   442,470.      653,050.      MT  (+/- 180 meters Scaled)
 DK0428
 DK0428                          SUPERSEDED SURVEY CONTROL
 DK0428
 DK0428  NGVD 29 (??/??/??)   37.13   (m)          121.8    (f) RESET       3  
 DK0428
 DK0428.Superseded values are not recommended for survey control.
 DK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0428.See file dsdata.txt to determine how the superseded data were derived.
 DK0428
 DK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT008076(NAD 83)
 DK0428_MARKER: DR = REFERENCE MARK DISK
 DK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0428_STAMPING: HELM 1939 NO 6 1976
 DK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0428+STABILITY: SURFACE MOTION
 DK0428
 DK0428  HISTORY     - Date     Condition        Report By
 DK0428  HISTORY     - 1976     MONUMENTED       NGS
 DK0428
 DK0428                          STATION DESCRIPTION
 DK0428
 DK0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DK0428'7 MI NE FROM LELAND.
 DK0428'1.6 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN LELAND
 DK0428'TO THE JUNCTION OF U.S. HIGHWAY 61 BY-PASS, THENCE NORTH ALONG U.S.
 DK0428'HIGHWAY 61 FOR 5.05 MILES TO MARK ON RIGHT, 59 FEET EAST OF THE CENTER
 DK0428'OF THE NORTH-BOUND LANE OF HIGHWAY, 57 FEET WEST-NORTHWEST OF A 12
 DK0428'INCH PECAN TREE, 2 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH OF A
 DK0428'METAL WITNESS POST AND SIGN, SET IN TOP OF A ROUND CONCRETE POST FLUSH
 DK0428'WITH THE GROUND.  SECTION 17, T 19N, R 6W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0927 ***********************************************************************
 BH0927  DESIGNATION -  HENDERSON 2 RM 4
 BH0927  PID         -  BH0927
 BH0927  STATE/COUNTY-  MS/HARRISON
 BH0927  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0927
 BH0927                         *CURRENT SURVEY CONTROL
 BH0927  ___________________________________________________________________
 BH0927* NAD 83(1986)-  30 18 15.     (N)    089 17 18.     (W)     SCALED    
 BH0927* NAVD 88     -         3.126  (meters)      10.26   (feet)  ADJUSTED  
 BH0927  ___________________________________________________________________
 BH0927  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH0927  DYNAMIC HT  -           3.122 (meters)      10.24  (feet)  COMP
 BH0927  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BH0927
 BH0927  VERT ORDER  -  FIRST     CLASS I
 BH0927
 BH0927.The horizontal coordinates were scaled from a topographic map and have
 BH0927.an estimated accuracy of +/- 6 seconds.
 BH0927
 BH0927.The orthometric height was determined by differential leveling
 BH0927.and adjusted in June 1991.
 BH0927
 BH0927.The geoid height was determined by GEOID03.
 BH0927
 BH0927.The dynamic height is computed by dividing the NAVD 88
 BH0927.geopotential number by the normal gravity value computed on the
 BH0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0927.degrees latitude (g = 980.6199 gals.).
 BH0927
 BH0927.The modeled gravity was interpolated from observed gravity values.
 BH0927
 BH0927;                    North         East    Units  Estimated Accuracy
 BH0927;SPC MS E     -    89,230.      256,240.      MT  (+/- 180 meters Scaled)
 BH0927
 BH0927                          SUPERSEDED SURVEY CONTROL
 BH0927
 BH0927  NGVD 29 (??/??/??)    3.085  (m)           10.12   (f) ADJUSTED    1 1
 BH0927
 BH0927.Superseded values are not recommended for survey control.
 BH0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0927.See file dsdata.txt to determine how the superseded data were derived.
 BH0927
 BH0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU799547(NAD 83)
 BH0927_MARKER: DR = REFERENCE MARK DISK
 BH0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0927_SP_SET: SEAWALL
 BH0927_STAMPING: HENDERSON 2 NO 4 1966
 BH0927_MARK LOGO: CGS   
 BH0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0927+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BH0927
 BH0927  HISTORY     - Date     Condition        Report By
 BH0927  HISTORY     - 1966     MONUMENTED       CGS
 BH0927  HISTORY     - 1969     GOOD             CGS
 BH0927  HISTORY     - 1974     GOOD             NGS
 BH0927  HISTORY     - 1977     GOOD             NGS
 BH0927  HISTORY     - 19850918 GOOD             NGS
 BH0927  HISTORY     - 20050802 GOOD             NGS
 BH0927
 BH0927                          STATION DESCRIPTION
 BH0927
 BH0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0927'3.05 MI W FROM PASS CHRISTIAN.
 BH0927'ABOUT 2.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0927'THE CROSSING OF DAVIS AVENUE AT PASS CHRISTIAN, THENCE 0.25 MILE SOUTH
 BH0927'ALONG U.S. HWY 90, THENCE 0.1 MILE SOUTH ALONG A BLACK TOPPED ROAD,
 BH0927'SET ON THE TOP OF THE CONCRETE SEA WALL, 191 1/2 FEET EAST ALONG THE
 BH0927'SEA WALL FROM THE EXTENDED CENTER LINE OF THE ROAD, 121.5 FEET
 BH0927'SOUTHEAST OF THE STATION MARK AND 1/2 FOOT ABOVE THE LEVEL OF THE
 BH0927'GROUND.  IN SECTION 34, T 8 S, R 13 W.
 BH0927
 BH0927                          STATION RECOVERY (1974)
 BH0927
 BH0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0927'RECOVERED IN GOOD CONDITION.
 BH0927
 BH0927                          STATION RECOVERY (1977)
 BH0927
 BH0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH0927'RECOVERED IN GOOD CONDITION.
 BH0927
 BH0927                          STATION RECOVERY (1985)
 BH0927
 BH0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BH0927'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED--HENDERSON 2 NO. 4 1966
 BH0927'SET I DRILL HOLE IN TOP OF CONCRETE SEA WALL.  IT IS 12.98 METERS
 BH0927'(42.6 FEET) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF CONCRETE PORCH
 BH0927'OF CONDOMINIUM BUILDING, 10.91 METERS ((35.8 FEET) SOUTH OF THE SOUTH
 BH0927'EDGE OF CONCRETE PORCH AND 5.18 METERS (17.0 FEET) EAST SOUTHEAST OF A
 BH0927'PALM TREE.
 BH0927
 BH0927                          STATION RECOVERY (2005)
 BH0927
 BH0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0927'N 30 18 14.9 BY W 089 17 17.5
 BH0927' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0928 ***********************************************************************
 BH0928  DESIGNATION -  HENDERSON 2 RM 5
 BH0928  PID         -  BH0928
 BH0928  STATE/COUNTY-  MS/HARRISON
 BH0928  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0928
 BH0928                         *CURRENT SURVEY CONTROL
 BH0928  ___________________________________________________________________
 BH0928* NAD 83(1986)-  30 18 15.     (N)    089 17 18.     (W)     SCALED    
 BH0928* NAVD 88     -         3.109  (meters)      10.20   (feet)  ADJUSTED  
 BH0928  ___________________________________________________________________
 BH0928  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH0928  DYNAMIC HT  -           3.105 (meters)      10.19  (feet)  COMP
 BH0928  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BH0928
 BH0928  VERT ORDER  -  FIRST     CLASS I
 BH0928
 BH0928.The horizontal coordinates were scaled from a topographic map and have
 BH0928.an estimated accuracy of +/- 6 seconds.
 BH0928
 BH0928.The orthometric height was determined by differential leveling
 BH0928.and adjusted in June 1991.
 BH0928
 BH0928.The geoid height was determined by GEOID03.
 BH0928
 BH0928.The dynamic height is computed by dividing the NAVD 88
 BH0928.geopotential number by the normal gravity value computed on the
 BH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0928.degrees latitude (g = 980.6199 gals.).
 BH0928
 BH0928.The modeled gravity was interpolated from observed gravity values.
 BH0928
 BH0928;                    North         East    Units  Estimated Accuracy
 BH0928;SPC MS E     -    89,230.      256,240.      MT  (+/- 180 meters Scaled)
 BH0928
 BH0928                          SUPERSEDED SURVEY CONTROL
 BH0928
 BH0928  NGVD 29 (??/??/??)    3.067  (m)           10.06   (f) ADJUSTED    1 1
 BH0928
 BH0928.Superseded values are not recommended for survey control.
 BH0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0928.See file dsdata.txt to determine how the superseded data were derived.
 BH0928
 BH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU799547(NAD 83)
 BH0928_MARKER: DR = REFERENCE MARK DISK
 BH0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0928_SP_SET: SEAWALL
 BH0928_STAMPING: HENDERSON 2 NO 5 1966
 BH0928_MARK LOGO: CGS   
 BH0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0928+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 BH0928
 BH0928  HISTORY     - Date     Condition        Report By
 BH0928  HISTORY     - 1966     MONUMENTED       CGS
 BH0928  HISTORY     - 1970     GOOD             NGS
 BH0928  HISTORY     - 1974     GOOD             NGS
 BH0928  HISTORY     - 1976     GOOD             NGS
 BH0928  HISTORY     - 19850918 GOOD             NGS
 BH0928  HISTORY     - 20050802 GOOD             NGS
 BH0928
 BH0928                          STATION DESCRIPTION
 BH0928
 BH0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0928'3.05 MI W FROM PASS CHRISTIAN.
 BH0928'ABOUT 2.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0928'THE CROSSING OF DAVIS AVENUE AT PASS CHRISTIAN, THENCE 0.25 MILE SOUTH
 BH0928'ALONG U.S. HIGHWAY 90, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 BH0928'THENCE 0.05 MILE WEST ALONG A PAVED ROAD, 333 FEET WEST OF THE
 BH0928'EXTENDED CENTER LINE OF THE PAVED ROAD WHICH LEADS SOUTH FROM U.S.
 BH0928'HIGHWAY 90, 81 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST PAVED
 BH0928'ROAD, SET IN THE TOP OF THE CONCRETE SEAWALL, 141.2 FEET WEST OF
 BH0928'HENDERSON 2 RM 4, 100.5 FEET NORTH AND ACROSS THE ROAD FROM HENDERSON
 BH0928'PT, 60.2 FEET SOUTHEAST OF TRIANGULATION STATION HENDERSON, 39.0 FEET
 BH0928'SOUTHWEST OF TRIANGULATION HENDERSON 2, AND ABOUT LEVEL WITH THE PAVED
 BH0928'ROAD.  SEC 34, T 8S, R 13W.
 BH0928
 BH0928                          STATION RECOVERY (1974)
 BH0928
 BH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0928'RECOVERED IN GOOD CONDITION.
 BH0928
 BH0928                          STATION RECOVERY (1976)
 BH0928
 BH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0928'RECOVERED IN GOOD CONDITION.
 BH0928
 BH0928                          STATION RECOVERY (1985)
 BH0928
 BH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BH0928'REFERENCE MARK NO 5 IS A STANDARD DISK STAMPED--HENDERSON 2 NO. 5 1966
 BH0928'SET IN DRILL HOLE IN TOP OF CONCRETE SEA WALL.  IT IS NEAR THE CENTER
 BH0928'OF THE 12TH SECTION OF SEA WALL EAST OF THE END OF A WALK, 23.32
 BH0928'METERS (76.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE PORCH
 BH0928'OF CONDOMINIUM BUILDING.
 BH0928
 BH0928                          STATION RECOVERY (2005)
 BH0928
 BH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0928'N 30 18 15.0 BY W 089 17 19.2
 BH0928' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0931 ***********************************************************************
 BH0931  DESIGNATION -  HENDERSON PT
 BH0931  PID         -  BH0931
 BH0931  STATE/COUNTY-  MS/HARRISON
 BH0931  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0931
 BH0931                         *CURRENT SURVEY CONTROL
 BH0931  ___________________________________________________________________
 BH0931* NAD 83(1986)-  30 18 14.     (N)    089 17 18.     (W)     SCALED    
 BH0931* NAVD 88     -         3.228  (meters)      10.59   (feet)  ADJUSTED  
 BH0931  ___________________________________________________________________
 BH0931  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BH0931  DYNAMIC HT  -           3.224 (meters)      10.58  (feet)  COMP
 BH0931  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BH0931
 BH0931  VERT ORDER  -  FIRST     CLASS I
 BH0931
 BH0931.The horizontal coordinates were scaled from a topographic map and have
 BH0931.an estimated accuracy of +/- 6 seconds.
 BH0931
 BH0931.The orthometric height was determined by differential leveling
 BH0931.and adjusted in June 1991.
 BH0931
 BH0931.The geoid height was determined by GEOID03.
 BH0931
 BH0931.The dynamic height is computed by dividing the NAVD 88
 BH0931.geopotential number by the normal gravity value computed on the
 BH0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0931.degrees latitude (g = 980.6199 gals.).
 BH0931
 BH0931.The modeled gravity was interpolated from observed gravity values.
 BH0931
 BH0931;                    North         East    Units  Estimated Accuracy
 BH0931;SPC MS E     -    89,200.      256,240.      MT  (+/- 180 meters Scaled)
 BH0931
 BH0931                          SUPERSEDED SURVEY CONTROL
 BH0931
 BH0931  NGVD 29 (??/??/??)    3.186  (m)           10.45   (f) ADJUSTED    1 1
 BH0931
 BH0931.Superseded values are not recommended for survey control.
 BH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0931.See file dsdata.txt to determine how the superseded data were derived.
 BH0931
 BH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU799546(NAD 83)
 BH0931_MARKER: DR = REFERENCE MARK DISK
 BH0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0931_STAMPING: HENDERSON PT 1917
 BH0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0931+STABILITY: SURFACE MOTION
 BH0931
 BH0931  HISTORY     - Date     Condition        Report By
 BH0931  HISTORY     - 1917     MONUMENTED       CGS
 BH0931  HISTORY     - 1970     GOOD             NGS
 BH0931  HISTORY     - 1974     GOOD             NGS
 BH0931  HISTORY     - 1977     GOOD             NGS
 BH0931
 BH0931                          STATION DESCRIPTION
 BH0931
 BH0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BH0931'3.05 MI W FROM PASS CHRISTIAN.
 BH0931'ABOUT 2.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0931'THE CROSSING OF DAVIS AVENUE AT PASS CHRISTIAN, THENCE 0.25 MILE SOUTH
 BH0931'ALONG U.S. HIGHWAY 90, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 BH0931'THENCE 0.05 MILE WEST ALONG A PAVED ROAD, 237 FEET EAST OF THE CENTER
 BH0931'LINE OF THE PAVED ROAD WHICH LEADS NORTH TO THE TRACK, 18 FEET NORTH
 BH0931'OF THE CENTER LINE OF THE EAST-WEST PAVED ROAD, 99.5 FEET NORTH AND
 BH0931'ACROSS THE ROAD FROM THE NORTH EDGE OF A CONCRETE SEAWALL, 177.5 FEET
 BH0931'NORTHWEST AND ACROSS THE ROAD FROM HENDERSON 2 RM 4, 68.6 FEET
 BH0931'NORTHEAST AND ACROSS THE ROAD FROM TRIANGULATION STATION HENDERSON, 14
 BH0931'FEET EAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 1.0 FOOT SOUTH OF
 BH0931'A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 BH0931'OF A CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 BH0931'SECTION 34, T 8S, R 13W.
 BH0931
 BH0931                          STATION RECOVERY (1974)
 BH0931
 BH0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0931'RECOVERED IN GOOD CONDITION.
 BH0931
 BH0931                          STATION RECOVERY (1977)
 BH0931
 BH0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BH0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0930 ***********************************************************************
 BH0930  DESIGNATION -  HENDERSON RESET
 BH0930  PID         -  BH0930
 BH0930  STATE/COUNTY-  MS/HARRISON
 BH0930  USGS QUAD   -  BAY ST LOUIS (1993)
 BH0930
 BH0930                         *CURRENT SURVEY CONTROL
 BH0930  ___________________________________________________________________
 BH0930* NAD 83(1993)-  30 18 15.41467(N)    089 17 19.63514(W)     ADJUSTED  
 BH0930* NAVD 88     -         3.205  (meters)      10.52   (feet)  ADJUSTED  
 BH0930  ___________________________________________________________________
 BH0930  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BH0930  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BH0930  DYNAMIC HT  -           3.201 (meters)      10.50  (feet)  COMP
 BH0930  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BH0930
 BH0930  HORZ ORDER  -  FIRST
 BH0930  VERT ORDER  -  FIRST     CLASS I
 BH0930
 BH0930.The horizontal coordinates were established by classical geodetic methods
 BH0930.and adjusted by the National Geodetic Survey in May 1994.
 BH0930
 BH0930.The orthometric height was determined by differential leveling
 BH0930.and adjusted in June 1991.
 BH0930
 BH0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0930
 BH0930.The geoid height was determined by GEOID03.
 BH0930
 BH0930.The dynamic height is computed by dividing the NAVD 88
 BH0930.geopotential number by the normal gravity value computed on the
 BH0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0930.degrees latitude (g = 980.6199 gals.).
 BH0930
 BH0930.The modeled gravity was interpolated from observed gravity values.
 BH0930
 BH0930;                    North         East     Units Scale Factor Converg.
 BH0930;SPC MS E     -    89,238.693   256,191.564   MT  0.99997367   -0 13 47.4
 BH0930;SPC MS E     -   292,777.28    840,521.82   sFT  0.99997367   -0 13 47.4
 BH0930;SPC LA S     -   201,749.585 1,196,643.730   MT  0.99993971   +1 01 20.3
 BH0930;SPC LA S     -   661,906.76  3,925,988.64   sFT  0.99993971   +1 01 20.3
 BH0930;UTM  16      - 3,354,722.043   279,899.350   MT  1.00019769   -1 09 19.3
 BH0930
 BH0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0930!SPC MS E     -   1.00000383  x   0.99997367  =   0.99997750
 BH0930!SPC LA S     -   1.00000383  x   0.99993971  =   0.99994354
 BH0930!UTM  16      -   1.00000383  x   1.00019769  =   1.00020152
 BH0930
 BH0930|---------------------------------------------------------------------|
 BH0930| PID    Reference Object                     Distance      Geod. Az  |
 BH0930|                                                           dddmmss.s |
 BH0930| AI3716 HENDERSON RM B                       20.930 METERS 03815     |
 BH0930| BH0929 HENDERSON 2                          20.694 METERS 10540     |
 BH0930| BH0927 HENDERSON 2 RM 4                                   10832     |
 BH0930| BH2713 ST LOUIS RESET                      APPROX. 6.2 KM 2571805.4 |
 BH0930| AI3715 HENDERSON RM A                       22.400 METERS 33129     |
 BH0930|---------------------------------------------------------------------|
 BH0930
 BH0930                          SUPERSEDED SURVEY CONTROL
 BH0930
 BH0930  NAD 83(1986)-  30 18 15.42811(N)    089 17 19.62774(W) AD(       ) 1
 BH0930  NAD 27      -  30 18 14.72100(N)    089 17 19.46500(W) AD(       ) 1
 BH0930  NGVD 29 (??/??/??)    3.164  (m)           10.38   (f) ADJUSTED    1 1
 BH0930
 BH0930.Superseded values are not recommended for survey control.
 BH0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0930.See file dsdata.txt to determine how the superseded data were derived.
 BH0930
 BH0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7989954722(NAD 83)
 BH0930_MARKER: DS = TRIANGULATION STATION DISK
 BH0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0930_STAMPING: HENDERSON 1917 1966
 BH0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0930+STABILITY: SURFACE MOTION
 BH0930
 BH0930  HISTORY     - Date     Condition        Report By
 BH0930  HISTORY     - 1966     MONUMENTED       CGS
 BH0930  HISTORY     - 1970     GOOD             NGS
 BH0930  HISTORY     - 1970     GOOD             NGS
 BH0930  HISTORY     - 1974     GOOD             NGS
 BH0930  HISTORY     - 1976     GOOD             NGS
 BH0930
 BH0930                          STATION DESCRIPTION
 BH0930
 BH0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 BH0930'THE STATION WAS FOUND TO HAVE BEEN BROKEN OFF ABOUT 6 INCHES FROM THE
 BH0930'TOP AND TILTED TO THE WEST.  THE CENTER OF THE CONCRETE POST WAS
 BH0930'HELD AS CENTER AND A NEW STATION MARK WAS SET AT THIS TIME.
 BH0930'REFERENCE MARK B WAS RECOVERED AND IN GOOD CONDITION.  REFERENCE
 BH0930'MARKS A AND 3 WERE FOUND DESTROYED.  A NEW STATION, REFERENCE MARKS 4
 BH0930'AND 5 WERE ESTABLISHED AT THIS TIME.
 BH0930'
 BH0930'NOTE- SEE HENDERSON 2 FOR A COMPLETE NEW DESCRIPTION.
 BH0930
 BH0930                          STATION RECOVERY (1970)
 BH0930
 BH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH0930'RECOVERED--RM B, RM 4 AND RM 5 WERE RECOVERED IN GOOD
 BH0930'CONDITION.  THE HOUSES MENTIONED IN PREVIOUS DESCRIPTION WERE
 BH0930'DESTROYED OR DAMAGED BY THE HURRICANE OF 1969.  A METAL WITNESS
 BH0930'POST WAS PLACED ONE FT. SOUTH OF THE STATION.
 BH0930'
 BH0930'A WOODEN 4 X4 WHITE WITNESS POST WAS PLACED ONE FT. NORTH
 BH0930'OF RM B.
 BH0930
 BH0930                          STATION RECOVERY (1970)
 BH0930
 BH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BH0930'3.05 MI W FROM PASS CHRISTIAN.
 BH0930'ABOUT 2.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0930'THE CROSSING OF DAVIS AVENUE AT PASS CHRISTIAN, THENCE 0.25 MILE SOUTH
 BH0930'ALONG U.S. HIGHWAY 90, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD,
 BH0930'THENCE 0.05 MILE WEST ALONG A PAVED ROAD, 276 FEET EAST OF THE
 BH0930'EXTENDED CENTER LINE OF THE PAVED ROAD WHICH LEADS NORTH TO THE TRACK,
 BH0930'42 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST PAVED ROAD, 41.8
 BH0930'FEET NORTH OF THE NORTH EDGE OF THE CONCRETE SEAWALL, 17.9 FEET
 BH0930'NORTH-NORTHWEST OF A 4-INCH WELL CASING FOR A WATER WELL, 68.6 FEET
 BH0930'SOUTHWEST AND ACROSS THE ROAD FROM HENDERSON PT, 67.9 FEET
 BH0930'WEST-NORTHWEST OF TRIANGULATION STATION HENDERSON 2, 60.2 FEET
 BH0930'NORTHWEST OF HENDERSON 2 RM 5, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 BH0930'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 BH0930'OF THE GROUND.  SECTION 34, T 8S, R 13W.
 BH0930
 BH0930                          STATION RECOVERY (1974)
 BH0930
 BH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0930'RECOVERED IN GOOD CONDITION.
 BH0930
 BH0930                          STATION RECOVERY (1976)
 BH0930
 BH0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1666 ***********************************************************************
 BV1666  DESIGNATION -  HENINGTON RESET
 BV1666  PID         -  BV1666
 BV1666  STATE/COUNTY-  MS/LAMAR
 BV1666  USGS QUAD   -  HATTIESBURG SW (1982)
 BV1666
 BV1666                         *CURRENT SURVEY CONTROL
 BV1666  ___________________________________________________________________
 BV1666* NAD 83(1993)-  31 19 04.32816(N)    089 24 49.74624(W)     ADJUSTED  
 BV1666* NAVD 88     -       127.57   (+/-2cm)     418.5    (feet)  VERTCON   
 BV1666  ___________________________________________________________________
 BV1666  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BV1666  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV1666  HORZ ORDER  -  FIRST
 BV1666  VERT ORDER  -  THIRD ? (See Below)
 BV1666
 BV1666.The horizontal coordinates were established by classical geodetic methods
 BV1666.and adjusted by the National Geodetic Survey in May 1994.
 BV1666
 BV1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1666.The vertical order pertains to the NGVD 29 superseded value.
 BV1666
 BV1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1666
 BV1666.The geoid height was determined by GEOID03.
 BV1666
 BV1666;                    North         East     Units Scale Factor Converg.
 BV1666;SPC MS E     -   201,663.284   244,748.273   MT  0.99998764   -0 18 06.2
 BV1666;SPC MS E     -   661,623.62    802,978.29   sFT  0.99998764   -0 18 06.2
 BV1666;UTM  16      - 3,467,346.599   270,298.720   MT  1.00025084   -1 15 18.8
 BV1666
 BV1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1666!SPC MS E     -   0.99998416  x   0.99998764  =   0.99997180
 BV1666!UTM  16      -   0.99998416  x   1.00025084  =   1.00023500
 BV1666
 BV1666|---------------------------------------------------------------------|
 BV1666| PID    Reference Object                     Distance      Geod. Az  |
 BV1666|                                                           dddmmss.s |
 BV1666| CG1999 HENINGTON RM 5                       11.442 METERS 04641     |
 BV1666| CG1996 HENINGTON RM 1                       23.820 METERS 06210     |
 BV1666| BV1659 HATTIESBURG HERCULES TALL STK       APPROX.10.5 KM 0773720.6 |
 BV1666| BV1658 HATTIESBURG HERCULES WATER TK       APPROX.10.5 KM 0774740.8 |
 BV1666| BV1660 HATTIESBURG COMPRESS CO TANK        APPROX.11.6 KM 0795150.9 |
 BV1666| BV1657 HATTIESBURG STC COLLEGE STACK       APPROX. 7.7 KM 0812846.8 |
 BV1666| BV1661 HATTIESBURG STC COLLEGE DOME        APPROX. 7.8 KM 0825116.0 |
 BV1666| BV1662 HATTIESBURG MN ST ME CH S CUP       APPROX.11.6 KM 0842617.5 |
 BV1666| BV1664 DREYFUS DIXIE PINE PROD CO TK       APPROX.13.6 KM 1010836.0 |
 BV1666| BV1101 HENINGTON RM 7                       17.711 METERS 12407     |
 BV1666| CG1995 HENINGTON AZ MK 2                                  1395049.2 |
 BV1666| CG1997 HENINGTON RM 2                       25.399 METERS 14452     |
 BV1666| BV1873 HENINGTON RM 6                       13.476 METERS 25928     |
 BV1666| CG1994 HENINGTON AZ MK RESET                              2602039.7 |
 BV1666| BV1667 LOTT                                APPROX.15.9 KM 2952332.2 |
 BV1666| CG1993 HENINGTON AZ MK                                    3364439.5 |
 BV1666| CG1998 HENINGTON RM 3                       21.398 METERS 35937     |
 BV1666|---------------------------------------------------------------------|
 BV1666
 BV1666                          SUPERSEDED SURVEY CONTROL
 BV1666
 BV1666  NAD 83(1986)-  31 19 04.34304(N)    089 24 49.74557(W) AD(       ) 1
 BV1666  NAD 27      -  31 19 03.71900(N)    089 24 49.51200(W) AD(       ) 1
 BV1666  NGVD 29 (07/19/86)  127.58   (m)          418.6    (f) LEVELING    3  
 BV1666
 BV1666.Superseded values are not recommended for survey control.
 BV1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1666.See file dsdata.txt to determine how the superseded data were derived.
 BV1666
 BV1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7029967347(NAD 83)
 BV1666_MARKER: DS = TRIANGULATION STATION DISK
 BV1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1666+STABILITY: SURFACE MOTION
 BV1666
 BV1666  HISTORY     - Date     Condition        Report By
 BV1666  HISTORY     - 1939     MONUMENTED       CGS
 BV1666  HISTORY     - 1939     SEE DESCRIPTION  MSHD
 BV1666  HISTORY     - 1943     GOOD             CGS
 BV1666  HISTORY     - 1956     GOOD             CGS
 BV1666  HISTORY     - 1964     GOOD             MSHD
 BV1666  HISTORY     - 1965     GOOD             CGS
 BV1666  HISTORY     - 1969     GOOD             MSHD
 BV1666
 BV1666                          STATION DESCRIPTION
 BV1666
 BV1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1666'STATION IS LOCATED ABOUT 8 MILES W OF HATTIESBURG, ON THE HIGHEST
 BV1666'POINT OF A WOODED RIDGE WHICH IS COVERED WITH SECOND GROWTH PINES
 BV1666'AND IN A TRIANGULAR-SHAPED PLOT OF LAND FORMED BY THE INTERSECTION
 BV1666'OF 2 GRAVEL ROADS. IT IS IN THE SE 1/4 OF SEC. 8, T. 4 N, R. 14 W,
 BV1666'ON LAND OWNED BY LAMAR HENINGTON WHO HAS AN OFFICE IN THE ROSS
 BV1666'BUILDING IN HATTIESBURG.
 BV1666'
 BV1666'THE MARK, PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED HENINGTON
 BV1666'1939. IT IS 67 FEET N OF A FENCE, 86 FEET N OF THE CENTER OF THE E-W
 BV1666'ROAD, 185 FEET WSW OF THE N-S ROAD AND 32 FEET S OF A 12-INCH PINE
 BV1666'TREE WITH A TRIANGULAR BLAZE.
 BV1666'
 BV1666'SURFACE, UNDEGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1666'SET IN CONCRETE.
 BV1666'
 BV1666'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS STAMPED HENINGTON NO.
 BV1666'1 1939. IT IS 79.15 FEET ENE OF STATION. IT IS 4 FEET WSW OF A
 BV1666'12-INCH PINE TREE AND 105 FEET WSW OF THE N-S ROAD.
 BV1666'
 BV1666'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BV1666'STAMPED HENINGTON NO. 2 1939. IT IS 83.33 FEET SSE OF THE STATION,
 BV1666'28 FEET N OF THE E-W FENCE AND 45 FEET N OF THE CENTER OF THE ROAD.
 BV1666'
 BV1666'THE AZIMUTH MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 BV1666'HENINGTON 1939. IT IS ABOUT 0.25 MILE E OF THE STATION AND 23 FEET
 BV1666'E OF THE CENTER OF THE N-S ROAD.
 BV1666'
 BV1666'TO REACH FROM HATTIESBURG AT THE JUNCTION OF HIGHWAYS 42, 11, 49, AND
 BV1666'24, DRIVE W ON HIGHWAYS 42 AND 24 FOR 3.4 MILES TO THEIR JUNCTION,
 BV1666'THEN TURN RIGHT AND DRIVE N AND W ON HIGWAY 42 FOR 6.45 MILES TO A
 BV1666'GRAVEL T-ROAD LEFT. TURN LEFT AND DRIVE S 1.8 MILES TO A CROSS
 BV1666'ROAD.  TURN SHARP RIGHT OVER A CATTLE GUARD AND DRIVE 0.1 MILE TO
 BV1666'THE STATION ON THE RIGHT OR N.
 BV1666'
 BV1666'A 64-FOOT TOWER AT HENINGTON IS NEEDED TO CLEAR ALL LINES.
 BV1666'
 BV1666'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1666
 BV1666                          STATION RECOVERY (1939)
 BV1666
 BV1666'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1939
 BV1666'LETTER OF MR. D.B. MCCAA, STATE HIGHWAY DEPT., HATTIESBURG,
 BV1666'MISSISSIPPI, DATED DEC. 1, 1939--
 BV1666'
 BV1666'REFERENCE MARK NO. 2 DESTROYED. THE NEW DISK HENNING, 1939. REFERENCE
 BV1666'MARK NO. 3, HAS BEEN MOVED FURTHER AWAY FROM STATION HENINGTON A
 BV1666'DISTANCE OF 94.670 FEET IN LINE WITH THE OLD MARKER AND ON THE SAME
 BV1666'AZIMUTH.
 BV1666'
 BV1666'REFERENCE MARK DISK, STAMPED HENNINGTON NO. 2, 1939 RECEIVED 12/4/39.
 BV1666
 BV1666                          STATION RECOVERY (1943)
 BV1666
 BV1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1666'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE IN
 BV1666'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAS BEEN DESTROYED,
 BV1666'REFERENCE MARK NO. 3 WAS ADDED BY THIS PARTY AS DESCRIBED BELOW.
 BV1666'THE DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 1 WAS FOUND
 BV1666'TO BE INCORRECT AND A MORE ACCURATE MEASUREMENT WAS MADE AT THIS
 BV1666'TIME AS SHOWN BELOW.
 BV1666'
 BV1666'REFERENCE MARK NO. 3 IS 70.2 FEET E OF THE STATION, 28 FEET N OF A
 BV1666'TRIANGULAR BLAZE ON A 14-INCH PINE TREE. THE DISK IS STAMPED
 BV1666'HENNINGTON NO. 3, 1943.
 BV1666'
 BV1666'A NEW DESCRIPTION TO REACH THE STATION IS AS FOLLOWS-- TO REACH FROM
 BV1666'THE JUNCTION OF ROUTES 11, 24, AND 42 GO W ON ROUTE 24 FOR 7.45
 BV1666'MILES TO CROSSROADS AND STATION ABOUT 200 FEET W.
 BV1666
 BV1666                          STATION RECOVERY (1956)
 BV1666
 BV1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1666'THE STATION WAS VISITED ON OCTOBER 17, 1956. ALL MARKS WERE FOUND IN
 BV1666'GOOD CONDITION. REFERENCE MARK 3, SET BY K.B.J. IN 1943, WAS
 BV1666'RESTAMPED NO. 4, AS A REFERENCE MARK NO. 3 WAS SET PRIOR TO THIS
 BV1666'DATE. A NEW DESCRIPTION FOLLOWS--
 BV1666'
 BV1666'THE STATION IS LOCATED ABOUT 8 MI. W OF HATTIESBURG, ON A HILL
 BV1666'COVERED WITH SECOND-GROWTH TIMBER, IN THE SE QUARTER OF SECTION 8, T
 BV1666'4 N, R 14 W, IN THE NW ANGLE OF A CROSSROAD, AND ON LAND OWNED BY
 BV1666'MR. HENRY L. HENINGTON. IT IS 102 FT. N OF THE CENTERLINE OF U.S.
 BV1666'HIGHWAY 98, 203 FT. W OF THE CENTER OF A GRAVELED ROAD LEADING N,
 BV1666'106 FT. NW OF A TELEPHONE POLE, 37 FT. N OF A WOVEN-WIRE FENCE,
 BV1666'AND 29 FT. SE OF A 12-IN. OAK TREE. IT IS A STANDARD DISK, STAMPED
 BV1666'HENINGTON 1939.
 BV1666'
 BV1666'REFERENCE MARK 1 IS 79.15 FT. E-NE OF THE STATION, 124 FT. W OF THE
 BV1666'CENTER OF THE GRAVELED ROAD, 91 FT. N OF A TELEPHONE POLE, 72 FT. N
 BV1666'OF THE WOVEN-WIRE FENCE, AND 137 FT. N OF THE CENTERLINE OF U.S.
 BV1666'HIGHWAY 98. IT IS A STANDARD DISK, STAMPED HENINGTON NO 1 1939 AND
 BV1666'PROJECTING 6 IN.
 BV1666'
 BV1666'REFERENCE MARK 3 IS 188.02 FT. S-SE OF THE STATION, ON THE OPPOSITE
 BV1666'SIDE OF THE HIGHWAY , 45 FT. S OF THE CENTERLINE OF THE HIGHWAY, 225
 BV1666'FT. W OF THE CENTER OF THE BLACK-TOPPED ROAD LEADING S, 18 FT. NE
 BV1666'OF A FENCE LINE, 50 FT. W OF A RIGHT-OF-WAY MARKER, AND IN THE BED
 BV1666'OF THE OLD GRAVELED ROAD. IT IS A STANDARD DISK, STAMPED
 BV1666'HENINGTON NO 3 1939 AND PROJECTING 2 IN.
 BV1666'
 BV1666'REFERENCE MARK 4 IS 70.20 FT. N OF THE STATION, 172 FT. N OF THE
 BV1666'CENTER OF THE HIGHWAY, 107 FT. N OF THE FENCE LINE, AND 185 FT. W OF
 BV1666'THE CENTER OF THE GRAVELED ROAD LEADING N. IT IS A STANDARD DISK,
 BV1666'STAMPED HENINGTON NO 4 1939 AND PROJECTING 4 IN.
 BV1666'
 BV1666'THE AZIMUTH MARK IS 0.3 MI. N OF THE STATION, AT THE S END
 BV1666'OF A CURVE,
 BV1666'26 FT. E OF THE CENTER OF THE GRAVELED ROAD, 49 FT. S-SW OF A
 BV1666'12-IN.  OAK TREE, 6 FT. NW OF A SMALL BLAZED OAK TREE, AND ABOUT 2
 BV1666'FT. ABOVE THE LEVEL OF THE ROAD. IT IS A STANDARD DISK, STAMPED
 BV1666'HENINGTON 1939 AND PROJECTING 4 IN.
 BV1666'
 BV1666'TO REACH THE STATION FROM THE POST OFFICE IN HATTIESBURG, GO S ON
 BV1666'U.S. HIGHWAY 11 TO THE THIRD STOPLIGHT, TURN RIGHT (W) ON HARDY
 BV1666'STREET AND GO 2.2 MI. TO U.S. HIGHWAY 49, CROSS THE HIGHWAY AND GO
 BV1666'W ON STATE HIGHWAY 98 FOR 5.15 MI. TO A CROSSROAD AND THE STATION
 BV1666'IN THE NW ANGLE OF THE CROSSROAD.
 BV1666'
 BV1666'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO N ON A GRAVELED ROAD
 BV1666'FOR 0.3 MI. TO THE MARK ON THE RIGHT AT THE S END OF A CURVE.
 BV1666
 BV1666                          STATION RECOVERY (1964)
 BV1666
 BV1666'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1666'THE STATION WAS VISITED 9-4-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1666'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1666
 BV1666                          STATION RECOVERY (1965)
 BV1666
 BV1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BV1666'STATION WAS VISITED 10/1/65 AND STATION AND ALL MARKS WERE FOUND IN
 BV1666'GOOD CONDITION. THE STATION AND REFERENCE MARK NOS. 1 AND 4 WERE
 BV1666'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND AND WERE REQUESTED
 BV1666'LOWERED BY THE LAND OWNER. REFERENCE MARK NOS. 1, 3 AND 4 WERE
 BV1666'ALSO OBSTRUCTED FROM THE STATION BY BUILDINGS. THE AZIMUTH MARK
 BV1666'WAS RESET AT THIS DATE. REFERENCE MARK NOS. 5 AND 6 WERE
 BV1666'ESTABLISHED AT THIS DATE. THE STATION SURFACE MARK WAS LOWERED TO
 BV1666'THE SURFACE OF THE GROUND. REFERENCE MARK NOS. 1 AND 4 WERE
 BV1666'DESTROYED AT THIS DATE. A NEW DESCRIPTION FOLLOWS--
 BV1666'
 BV1666'THE STATION IS LOCATED ABOUT 8 MILES WEST OF HATTIESBURG IN THE SW
 BV1666'QUARTER OF SECTION 9, T4N, R14W, IN THE NORTHWEST ANGLE OF A
 BV1666'CROSSROAD, ON LAND OWNED BY THE TOM BLACK, INC., 102 FEET NORTH OF
 BV1666'THE CENTERLINE OF U.S. HIGHWAY 98, 203 FEET WEST OF THE CENTERLINE
 BV1666'OF A GRAVELED ROAD LEADING NORTH, 47.5 FEET SOUTH-SOUTHWEST OF
 BV1666'THE CORNER OF A LARGE METAL BUILDING WITH BRICK FRONT, 77.3 FEET
 BV1666'SOUTHEAST OF SE CORNER OF A SMALL CONCRETE BLOCK BUILDING,
 BV1666'3.4 FEET SOUTH OF S EDGE OF CURB OF CIRCULAR DRIVE, 9.5 FEET WEST
 BV1666'OF NORTH END OF A LARGE BRICK WALL ABOUT 2 FEET THICK AND 20
 BV1666'FEET HIGH, IT IS A STANDARD DISK, STAMPED HENINGTON 1939 1965,
 BV1666'FLUSH WITH GROUND.
 BV1666'
 BV1666'REFERENCE MARK NO. 3 IS 188.02 FEET SOUTH-SOUTHEAST OF STATION ON
 BV1666'OPPOSITE SIDE OF HIGHWAY, 45 FEET SOUTH OF THE CENTERLINE OF
 BV1666'HIGHWAY, FEET WEST OF THE CENTERLINE OF BLACK TOP ROAD SOUTH, 50
 BV1666'FEET WEST OF A RIGHT OF WAY MARKER IN BED OF OLD GRAVELED ROAD, 1
 BV1666'FOOT SOUTH OF METAL WITNESS POST, IT IS A STANDARD DISK, STAMPED
 BV1666'HENINGTON NO. 3 1939. MARK NOT MEASURED TO AT THIS DATE.
 BV1666'
 BV1666'REFERENCE MARK NO. 5 IS 37.53 FEET NORTH-NORTHEAST OF THE STATION,
 BV1666'17 FEET SOUTHEAST OF AND ON THE PROJECTED PLANE OF THE WEST WALL OF
 BV1666'THE LARGE METAL BUILDING WITH A BRICK FRONT, 18 FEET WEST OF THE
 BV1666'WEST EDGE OF SOUTH END OF SIDEWALK LEADING SURVEY, 27 FEET
 BV1666'NORTH-NORTHEAST OF NORTHEAST CORNER OF THE LARGE BRICK WALL, 1
 BV1666'FOOT SOUTH OF THE NORTH CURB OF DRIVEWAY, IT IS A STANDARD DISK,
 BV1666'STAMPED HENINGTON NO. 5 1939 1965 SET IN DRILL HOLE IN CONCRETE
 BV1666'DRIVEWAY.
 BV1666'
 BV1666'REFERENCE MARK NO. 6 IS 93.88 FEET WEST OF THE STATION, 96 FEET
 BV1666'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 98, 51.5 FEET SOUTH OF SE
 BV1666'CORNER OF SMALL CONCRETE BLOCK BUILDING, 53.5 FEET WEST OF
 BV1666'NORTHWEST CORNER OF LARGE BRICK WALL, 1 FOOT SOUTHEAST OF NORTHWEST
 BV1666'CURB OF CIRCULAR DRIVEWAY, IT IS A STANDARD DISK, STAMPED
 BV1666'HENINGTON NO. 6 1939 1965 SET FLUSH IN DRILL HOLE IN CONCRETE
 BV1666'DRIVEWAY.
 BV1666'
 BV1666'DISTANCE BETWEEN REFERENCE MARK NO. 5 AND NO. 6 IS 78.10 FEET.
 BV1666'
 BV1666'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION AT THE WEST END
 BV1666'OF A CUT BANK, 30 FEET NORTHWEST OF A POWER POLE, 52 FEET SOUTH OF
 BV1666'THE CENTERLINE OF U.S. HIGHWAY 98, 1.5 FEET SOUTH OF A FENCE LINE,
 BV1666'1 FOOT SOUTH OF A WITNESS POST, 7 FEET NORTHEAST OF AN 18-INCH
 BV1666'PINE TREE, IT IS A STANDARD DISK, STAMPED HENINGTON 1939 RESET
 BV1666'1965.  STATION PROJECTS 6-INCHES.
 BV1666'
 BV1666'TO REACH FROM THE POST OFFICE IN HATTIESBURG GO SOUTH ON U.S.
 BV1666'HIGHWAY 11 TO THIRD STOP LIGHT, TURN RIGHT AND GO WEST ON HARDY
 BV1666'STREET FOR 2.2 MILES TO U.S. HIGHWAY 49, CONTINUE WEST ON U.S.
 BV1666'HIGHWAY 98 FOR 5.15 MILES TO CROSS ROAD AND STATION IN THE
 BV1666'NORTHWEST ANGLE.
 BV1666
 BV1666                          STATION RECOVERY (1969)
 BV1666
 BV1666'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1666'THE STATION WAS VISITED 2-19-69 AND THE STATION MARK, REFERENCE MARK,
 BV1666'NO. 3, NO. 5, NO. 6 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BV1666'CONDITION.
 BV1666'
 BV1666'THE STATION IS LOCATED 7.5 MILES WEST OF HATTIESBURG IN THE
 BV1666'NORTHWEST ANGLE OF A CROSSROADS, 10.7 MILES SOUTHEAST OF SUMRALL IN
 BV1666'THE SOUTHWEST 1/4 OF SECTION 9, T 4N, R 14W AND ON LAND OWNED BY
 BV1666'LAKE SERENE INC. IT IS 311 FEET NORTHWEST OF THE CENTER OF A
 BV1666'CROSSROADS, 102 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 200
 BV1666'FEET WEST SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 47.5 FEET
 BV1666'SOUTHWEST OF THE SOUTH CORNER OF THE SALES OFFICE, 13.5 FEET
 BV1666'NORTHWEST OF THE NORTH POST OF THE SALES SIGN, 37 FEET NORTH
 BV1666'OF A WOODEN FENCE, 54 FEET NORTHEAST OF A POLE WITH A LAMP ON
 BV1666'IT, 3 FEET SOUTH OF THE SOUTH EDGE OF THE CURB FOR A CIRCULAR
 BV1666'DRIVEWAY, 14 FEET WEST OF THE WEST EDGE OF THE CONCRETE PARKING
 BV1666'AREA AND 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BV1666'WELL HOUSE.
 BV1666'
 BV1666'IT IS A STANDARD TRIANGULATION DISK, STAMPED HENINGTON 1939 1965
 BV1666'PROJECTING 1 INCH.
 BV1666'
 BV1666'REFERENCE MARK NO. 3 IS 178.02 FEET SOUTHEAST OF THE STATION. IT IS
 BV1666'200 FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSROADS, 45 FEET SOUTH
 BV1666'OF THE CENTER OF U.S. HIGHWAY 98, 55 FEET NORTHWEST OF A POWER LINE
 BV1666'POLE, 11 FEET WEST OF THE EXTENDED EAST WALL OF THE SALES OFFICE,
 BV1666'102 FEET SOUTH SOUTHWEST OF A POLE WITH A LAMP ON IT, 102 FEET
 BV1666'EAST OF A 14 INCH OAK AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BV1666'IT IS A STANDARD DISK, STAMPED HENINNINGTON NO 3 1939 PROJECTING
 BV1666'1 INCH.
 BV1666'
 BV1666'REFERENCE MARK NO. 5 IS 37.55 FEET NORTHEAST OF THE STATION. IT IS
 BV1666'127 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 16.5 FEET SOUTH OF
 BV1666'THE SOUTH CORNER OF THE SALES OFFICE AND ON LINE WITH THE WEST
 BV1666'WALL, 62 FEET NORTH OF A WOODEN FENCE, 95.5 FEET EAST OF THE
 BV1666'SOUTHEAST CORNER OF A WELL HOUSE, 1 FOOT SOUTH OF THE NORTH
 BV1666'CURB OF A CICULAR DRIVEWAY, SET IN A DRILLED HOLE NEAR THE NORTH
 BV1666'EDGE OF A CONCRETE DRIVEWAY. IT IS A STANDARD REFERENCE MARK
 BV1666'DISK, STAMPED HENNINGTON NO
 BV1666'5 1939 1965.
 BV1666'
 BV1666'REFERENCE MARK NO. 6 IS 43.87 FEET WEST OF THE STATION. IT IS 95
 BV1666'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 82.5 FEET SOUTHWEST OF
 BV1666'THE SOUTH CORNER OF THE SALES OFFICE, 51 FEET SOUTHEAST OF THE
 BV1666'SOUTHEAST CORNER OF A WELL HOUSE, 40 FEET NORTHWEST OF A POLE WITH
 BV1666'A LAMP ON IT, 51 FEET WEST OF THE NORTH POST OF LAKE SERENE SIGN,
 BV1666'1 FOOT EAST OF THE WEST CURB OF A CIRCULAR DRIVEWAY, SET IN A
 BV1666'DRILLED HOLE NEAR THE WEST EDGE OF A CONCRETE CIRCULAR DRIVEWAY
 BV1666'FOR THE LAKE SERENE SALES OFFICE. IT IS A STANDARD REFERENCE MARK
 BV1666'DISK STAMPED HENNINGTON NO 6 1939 1965.
 BV1666'
 BV1666'THE DISTANCE BETWEEN REFERENCE MARK NO. 5 AND NO. 6 IS 78.13 FEET.
 BV1666'
 BV1666'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION. IT IS 51.5 FEET
 BV1666'SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 14 FEET SOUTH OF THE EDGE OF
 BV1666'A 4 FOOT BANK, 30 FEET NORTHWEST OF A POWER LINE POLE WITH GUY
 BV1666'WIRES, 102 FEET WEST OF THE EXTENDED CENTER OF A GRAVELED ROAD, 53
 BV1666'FEET EAST OF A RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A FENCE AND
 BV1666'1.5 FEET SOUTH OF A METAL WITNESS POST. (NOTE) THE STATION IS
 BV1666'VISIBLE FROM THE AZIMUTH. IT IS A STANDARD AZIMUTH MARK DISK,
 BV1666'STAMPED HENNINGTON 1939 RESET 1965 PROJECTING 2 INCHES.
 BV1666'
 BV1666'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF
 BV1666'SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV1666'HIGHWAY 98) FOR 1.1 MILES TO I-59. CONTINUE WEST ON U.S. HIGHWAY 98
 BV1666'FOR 3.7 MILES TO A CROSSROADS WITH THE LAKE SERENE SALES OFFICE
 BV1666'AND THE STATION IN THE NORTHWEST ANGLE. TO REACH THE AZIMUTH
 BV1666'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE MARK ON
 BV1666'THE LEFT JUST PAST A GRAVELED ROAD ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1873 ***********************************************************************
 BV1873  DESIGNATION -  HENINGTON RM 6
 BV1873  PID         -  BV1873
 BV1873  STATE/COUNTY-  MS/LAMAR
 BV1873  USGS QUAD   -  HATTIESBURG SW (1982)
 BV1873
 BV1873                         *CURRENT SURVEY CONTROL
 BV1873  ___________________________________________________________________
 BV1873* NAD 83(2007)-  31 19 04.26300(N)    089 24 50.24664(W)     ADJUSTED  
 BV1873* NAVD 88     -       127.5    (meters)     418.     (feet)  GPS OBS   
 BV1873  ___________________________________________________________________
 BV1873  EPOCH DATE  -        2002.00
 BV1873  X           -      55,782.969 (meters)                     COMP
 BV1873  Y           -  -5,453,557.827 (meters)                     COMP
 BV1873  Z           -   3,296,102.631 (meters)                     COMP
 BV1873  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BV1873  ELLIP HEIGHT-         100.685 (meters)          (02/10/07) ADJUSTED
 BV1873  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV1873
 BV1873  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1873  Type    PID    Designation                      North   East  Ellip
 BV1873  -------------------------------------------------------------------
 BV1873  NETWORK BV1873 HENINGTON RM 6                    0.76   0.90   2.88
 BV1873  -------------------------------------------------------------------
 BV1873
 BV1873.The horizontal coordinates were established by GPS observations
 BV1873.and adjusted by the National Geodetic Survey in February 2007.
 BV1873
 BV1873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1873.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1873.The horizontal coordinates are valid at the epoch date displayed above.
 BV1873.The epoch date for horizontal control is a decimal equivalence
 BV1873.of Year/Month/Day.
 BV1873
 BV1873.The orthometric height was determined by GPS observations and a
 BV1873.high-resolution geoid model.
 BV1873
 BV1873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1873
 BV1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1873
 BV1873.The ellipsoidal height was determined by GPS observations
 BV1873.and is referenced to NAD 83.
 BV1873
 BV1873.The geoid height was determined by GEOID03.
 BV1873
 BV1873;                    North         East     Units Scale Factor Converg.
 BV1873;SPC MS E     -   201,661.347   244,735.032   MT  0.99998766   -0 18 06.5
 BV1873;SPC MS E     -   661,617.27    802,934.85   sFT  0.99998766   -0 18 06.5
 BV1873;UTM  16      - 3,467,344.882   270,285.445   MT  1.00025091   -1 15 19.0
 BV1873
 BV1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1873!SPC MS E     -   0.99998419  x   0.99998766  =   0.99997185
 BV1873!UTM  16      -   0.99998419  x   1.00025091  =   1.00023510
 BV1873
 BV1873                          SUPERSEDED SURVEY CONTROL
 BV1873
 BV1873  ELLIP H (04/15/02)  100.685  (m)                       GP(       ) 4 1
 BV1873  NAD 83(1993)-  31 19 04.28073(N)    089 24 50.24131(W) AD(       ) 1
 BV1873  NAD 83(1993)-  31 19 04.26271(N)    089 24 50.24630(W) AD(       ) B
 BV1873  ELLIP H (01/12/94)  100.756  (m)                       GP(       ) 4 1
 BV1873
 BV1873.Superseded values are not recommended for survey control.
 BV1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1873.See file dsdata.txt to determine how the superseded data were derived.
 BV1873
 BV1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7028567345(NAD 83)
 BV1873_MARKER: DR = REFERENCE MARK DISK
 BV1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV1873_SP_SET: DRIVEWAY
 BV1873_STAMPING: HENINGTON NO 6 1939 1965
 BV1873_MARK LOGO: CGS   
 BV1873_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1873+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 BV1873
 BV1873  HISTORY     - Date     Condition        Report By
 BV1873  HISTORY     - 1965     MONUMENTED       CGS
 BV1873  HISTORY     - 19921119 GOOD             MSHD
 BV1873  HISTORY     - 19930506 GOOD
 BV1873  HISTORY     - 20000426 MARK NOT FOUND   PROFLN
 BV1873
 BV1873                          STATION DESCRIPTION
 BV1873
 BV1873'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1873'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF THE CENTER OF
 BV1873'HATTIESBURG, 10.7 MI (17.2 KM) SOUTHEAST OF SUMRALL, IN THE SOUTHWEST
 BV1873'QUARTER OF SECTION 9, T 4N, R 14W, ON PROPERTY OF RICKY HILL, OFFICE
 BV1873'PHONE 601 268-0705, HOME PHONE 601 264-9459.
 BV1873'TO REACH FROM THE JUNCTION OF I-59 AND U.S. HIGHWAY 98 (WEST), AT THE
 BV1873'WEST EDGE OF HATTIESBURG, GO WEST ON U.S. HIGHWAY 98 FOR 3.7 MI
 BV1873'(6.0 KM) TO A CROSSROAD AND STATION IN NORTHWEST ANGLE OF
 BV1873'INTERSECTION AS DESCRIBED.
 BV1873'STATION IS A STANDARD REFERENCE MARK DISK, STAMPED---HENINGTON NO 6
 BV1873'1939 1965---SET IN A DRILL HOLE IN THE WEST EDGE OF CONCRETE CIRCULAR
 BV1873'DRIVE ALONG SOUTH SIDE OF BUILDING.  IT IS 43.87 FT (13.37 M) WEST OF
 BV1873'STATION HENINGTON 1939, 95.0 FT (29.0 M) NORTH OF THE CENTER OF THE
 BV1873'WEST BOUND LANES OF HIGHWAY 98, 82.5 FT (25.1 M) SOUTHWEST OF THE
 BV1873'SOUTHWEST CORNER OF BUILDING, 40.0 FT (12.2 M) NORTHWEST OF A POLE,
 BV1873'51.0 FT (15.5 M) WEST OF THE NORTH METAL POLE OF SIGN AND 1.0 FT
 BV1873'(0.3 M) EAST OF THE WEST EDGE OF CONCRETE CIRCULAR DRIVE.
 BV1873
 BV1873                          STATION RECOVERY (1993)
 BV1873
 BV1873'RECOVERED 1993
 BV1873'RECOVERED IN GOOD CONDITION.
 BV1873
 BV1873                          STATION RECOVERY (2000)
 BV1873
 BV1873'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2000 (JMT)
 BV1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1101 ***********************************************************************
 BV1101  DESIGNATION -  HENINGTON RM 7
 BV1101  PID         -  BV1101
 BV1101  STATE/COUNTY-  MS/LAMAR
 BV1101  USGS QUAD   -  HATTIESBURG SW (1982)
 BV1101
 BV1101                         *CURRENT SURVEY CONTROL
 BV1101  ___________________________________________________________________
 BV1101* NAD 83(1986)-  31 19 04.     (N)    089 24 49.     (W)     SCALED    
 BV1101* NAVD 88     -       127.34   (+/-2cm)     417.8    (feet)  VERTCON   
 BV1101  ___________________________________________________________________
 BV1101  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV1101  VERT ORDER  -  THIRD (See Below)
 BV1101
 BV1101.The horizontal coordinates were scaled from a topographic map and have
 BV1101.an estimated accuracy of +/- 6 seconds.
 BV1101
 BV1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1101.The vertical order pertains to the NGVD 29 superseded value.
 BV1101
 BV1101.The geoid height was determined by GEOID03.
 BV1101
 BV1101;                    North         East    Units  Estimated Accuracy
 BV1101;SPC MS E     -   201,650.      244,770.      MT  (+/- 180 meters Scaled)
 BV1101
 BV1101                          SUPERSEDED SURVEY CONTROL
 BV1101
 BV1101  NGVD 29 (08/12/04)  127.35   (m)          417.8    (f) RESET       3  
 BV1101
 BV1101.Superseded values are not recommended for survey control.
 BV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1101.See file dsdata.txt to determine how the superseded data were derived.
 BV1101
 BV1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV703673(NAD 83)
 BV1101_MARKER: H = DRILL HOLE
 BV1101_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BV1101_SP_SET: PARKING LOT
 BV1101_STAMPING: HENINGTON NO 7 1976
 BV1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1101
 BV1101  HISTORY     - Date     Condition        Report By
 BV1101  HISTORY     - 1976     MONUMENTED       NGS
 BV1101
 BV1101                          STATION DESCRIPTION
 BV1101
 BV1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BV1101'3.7 MI WEST FROM HATTIESBURG.
 BV1101'3.7 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF INTERSTATE
 BV1101'HIGHWAY 59 IN HATTIESBURG, TO A CROSSROAD AND MARK IN NORTHWEST ANGLE,
 BV1101'67 FT. NORTH OF THE CENTER OF THE WESTBOUND LANE OF HIGHWAY 98,
 BV1101'77.8 FT. EAST-NORTHEAST OF A TELEPHONE POLE, 79 FT. SOUTH-SOUTHEAST OF
 BV1101'THE SOUTHWEST CORNER OF A LARGE METAL BUILDING WITH BRICK FRONT, 38
 BV1101'FT. WEST OF THE SOUTHEAST CORNER OF A CONCRETE PARKING AREA AND 1 FT.
 BV1101'NORTH OF THE SOUTH EDGE OF PARKING AREA, IN CONCRETE
 BV1101'PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0643 ***********************************************************************
 BV0643  DESIGNATION -  HENNINGTON 1939 1965
 BV0643  PID         -  BV0643
 BV0643  STATE/COUNTY-  MS/LAMAR
 BV0643  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0643
 BV0643                         *CURRENT SURVEY CONTROL
 BV0643  ___________________________________________________________________
 BV0643* NAD 83(1986)-  31 19 04.     (N)    089 24 49.     (W)     SCALED    
 BV0643* NAVD 88     -       127.57   (+/-2cm)     418.5    (feet)  VERTCON   
 BV0643  ___________________________________________________________________
 BV0643  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0643
 BV0643.The horizontal coordinates were scaled from a topographic map and have
 BV0643.an estimated accuracy of +/- 6 seconds.
 BV0643
 BV0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0643.The vertical order pertains to the NGVD 29 superseded value.
 BV0643
 BV0643.The geoid height was determined by GEOID03.
 BV0643
 BV0643;                    North         East    Units  Estimated Accuracy
 BV0643;SPC MS E     -   201,650.      244,770.      MT  (+/- 180 meters Scaled)
 BV0643
 BV0643                          SUPERSEDED SURVEY CONTROL
 BV0643
 BV0643  NGVD 29 (??/??/92)  127.582  (m)          418.58   (f) ADJ UNCH    2 0
 BV0643
 BV0643.Superseded values are not recommended for survey control.
 BV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0643.See file dsdata.txt to determine how the superseded data were derived.
 BV0643
 BV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV703673(NAD 83)
 BV0643_MARKER: DS = TRIANGULATION STATION DISK
 BV0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0643_STAMPING: HENNINGTON 1939 1965
 BV0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0643+STABILITY: SURFACE MOTION
 BV0643
 BV0643  HISTORY     - Date     Condition        Report By
 BV0643  HISTORY     - 1965     MONUMENTED       CGS
 BV0643  HISTORY     - 1969     GOOD             MSHD
 BV0643
 BV0643                          STATION DESCRIPTION
 BV0643
 BV0643'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0643'7.5 MI W FROM HATTIESBURG.
 BV0643'THE MARK IS LOCATED 7.5 MILES WEST OF HATTIESBURG IN THE NORTHWEST
 BV0643'ANGLE OF A CROSSROADS, 10.7 MILES SOUTHEAST OF SUMRALL, IN THE
 BV0643'SOUTHWEST 1/4 OF SECTION 9, T 4N, R 14W AND ON LAND OWNED BY LAKE
 BV0643'SERENE, INC.  IT IS 311 FEET NORTHWEST OF THE CENTER OF A CROSSROADS,
 BV0643'102 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 200 FEET WEST
 BV0643'SOUTHWEST OF THE CENTER OF A BLACKTOP ROAD, 47.5 FEET SOUTHWEST OF THE
 BV0643'SOUTH CORNER OF THE SALES OFFICE, 13.5 FEET NORTHWEST OF THE NORTH
 BV0643'POST OF THE SALES SIGN, 37 FEET NORTH OF A WOODEN FENCE, 54 FEET
 BV0643'NORTHEAST OF A POWER WITH A LAMP ON IT, 3 FEET SOUTH OF THE SOUTH EDGE
 BV0643'OF A CURB FOR A CIRCULAR DRIVEWAY, 77 FEET SOUTHEAST OF THE SOUTHEAST
 BV0643'CORNER OF A WELL HOUSE, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BV0643'POST ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.
 BV0643'TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF SOUTHERN
 BV0643'MISSISSIPPI IN HATTIESBURG, GO WEST ON HARDY STREET (U.S. HIGHWAY 98)
 BV0643'FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 3.7 MILES
 BV0643'TO A CROSSROADS WITH THE LAKE SERENE SALES OFFICE AND THE MARK ON THE
 BV0643'RIGHT IN THE NORTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0644 ***********************************************************************
 BV0644  DESIGNATION -  HENNINGTON AZ RESET 1965
 BV0644  PID         -  BV0644
 BV0644  STATE/COUNTY-  MS/LAMAR
 BV0644  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0644
 BV0644                         *CURRENT SURVEY CONTROL
 BV0644  ___________________________________________________________________
 BV0644* NAD 83(1986)-  31 19 02.     (N)    089 25 03.     (W)     SCALED    
 BV0644* NAVD 88     -       123.54   (+/-2cm)     405.3    (feet)  VERTCON   
 BV0644  ___________________________________________________________________
 BV0644  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BV0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0644
 BV0644.The horizontal coordinates were scaled from a topographic map and have
 BV0644.an estimated accuracy of +/- 6 seconds.
 BV0644
 BV0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0644.The vertical order pertains to the NGVD 29 superseded value.
 BV0644
 BV0644.The geoid height was determined by GEOID03.
 BV0644
 BV0644;                    North         East    Units  Estimated Accuracy
 BV0644;SPC MS E     -   201,590.      244,400.      MT  (+/- 180 meters Scaled)
 BV0644
 BV0644                          SUPERSEDED SURVEY CONTROL
 BV0644
 BV0644  NGVD 29 (??/??/92)  123.556  (m)          405.37   (f) ADJ UNCH    2 0
 BV0644
 BV0644.Superseded values are not recommended for survey control.
 BV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0644.See file dsdata.txt to determine how the superseded data were derived.
 BV0644
 BV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV699672(NAD 83)
 BV0644_MARKER: DZ = AZIMUTH MARK DISK
 BV0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0644_STAMPING: HENNINGTON 1939 RESET 1965
 BV0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0644+STABILITY: SURFACE MOTION
 BV0644
 BV0644  HISTORY     - Date     Condition        Report By
 BV0644  HISTORY     - 1965     MONUMENTED       CGS
 BV0644  HISTORY     - 1969     GOOD             MSHD
 BV0644
 BV0644                          STATION DESCRIPTION
 BV0644
 BV0644'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0644'7.5 MI W FROM HATTIESBURG.
 BV0644'THE MARK IS LOCATED 7.5 MILES WEST OF HATTIESBURG ON THE SOUTH
 BV0644'RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE SOUTHEAST 1/4 OF SECTION 8, T
 BV0644'4N, R 14W.  IT IS 51.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 14
 BV0644'FEET SOUTH OF THE EDGE OF A 4 FOOT BANK, 30 FEET NORTHWEST OF A POWER
 BV0644'LINE POLE WITH GUY WIRES, 102 FEET WEST OF THE EXTENDED CENTER OF A
 BV0644'GRAVELED ROAD ON THE NORTH SIDE OF THE HIGHWAY, 53 FEET EAST OF A
 BV0644'RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A FENCE, 1.5 FEET SOUTH OF A
 BV0644'METAL WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 BV0644'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO
 BV0644'REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF SOUTHERN
 BV0644'MISSISSIPPI IN HATTIESBURG, GO WEST ON HARDY STREET (U.S. HIGHWAY 98)
 BV0644'FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 3.7 MILES
 BV0644'TO A CROSSROADS WITH THE LAKE SERENE SALES OFFICE IN THE NORTHWEST
 BV0644'ANGLE.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE MARK ON
 BV0644'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0645 ***********************************************************************
 BV0645  DESIGNATION -  HENNINGTON RM 3
 BV0645  PID         -  BV0645
 BV0645  STATE/COUNTY-  MS/LAMAR
 BV0645  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0645
 BV0645                         *CURRENT SURVEY CONTROL
 BV0645  ___________________________________________________________________
 BV0645* NAD 83(1986)-  31 19 04.     (N)    089 24 49.     (W)     SCALED    
 BV0645* NAVD 88     -       125.81   (+/-2cm)     412.8    (feet)  VERTCON   
 BV0645  ___________________________________________________________________
 BV0645  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0645
 BV0645.The horizontal coordinates were scaled from a topographic map and have
 BV0645.an estimated accuracy of +/- 6 seconds.
 BV0645
 BV0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0645.The vertical order pertains to the NGVD 29 superseded value.
 BV0645
 BV0645.The geoid height was determined by GEOID03.
 BV0645
 BV0645;                    North         East    Units  Estimated Accuracy
 BV0645;SPC MS E     -   201,650.      244,770.      MT  (+/- 180 meters Scaled)
 BV0645
 BV0645                          SUPERSEDED SURVEY CONTROL
 BV0645
 BV0645  NGVD 29 (??/??/92)  125.821  (m)          412.80   (f) ADJ UNCH    2 0
 BV0645
 BV0645.Superseded values are not recommended for survey control.
 BV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0645.See file dsdata.txt to determine how the superseded data were derived.
 BV0645
 BV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV703673(NAD 83)
 BV0645_MARKER: DR = REFERENCE MARK DISK
 BV0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0645_STAMPING: HENNINGTON NO 3 1939
 BV0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0645+STABILITY: SURFACE MOTION
 BV0645
 BV0645  HISTORY     - Date     Condition        Report By
 BV0645  HISTORY     - 1939     MONUMENTED       CGS
 BV0645  HISTORY     - 1969     GOOD             MSHD
 BV0645
 BV0645                          STATION DESCRIPTION
 BV0645
 BV0645'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0645'7.5 MI W FROM HATTIESBURG.
 BV0645'THE MARK IS LOCATED 7.5 MILES WEST OF HATTIESBURG IN THE SOUTHWEST
 BV0645'ANGLE OF A CROSSROADS, 10.7 MILES SOUTHEAST OF SUMRALL ON THE SOUTH
 BV0645'RIGHT-OF-WAY OF U.S. HIGHWAY 98 IN THE SOUTHWEST 1/4 OF SECTION 9, T
 BV0645'4N, R 14W. IT IS 178.02 FEET SOUTHEAST OF THE STATION, 200 FEET WEST
 BV0645'SOUTHWEST OF THE CENTER OF A CROSSROADS, 45 FEET SOUTH OF THE CENTER
 BV0645'OF U.S. HIGHWAY 98, 55 FEET NORTHWEST OF A POWER LINE POLE, 11 FEET
 BV0645'WEST OF THE EXTENDED EAST WALL OF THE LAKE SERENE SALES OFFICE, 102
 BV0645'FEET SOUTH SOUTHWEST OF A POLE WITH A LAMP ON IT, 102 FEET EAST OF A
 BV0645'14 INCH OAK, 1.5 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF
 BV0645'A 14 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND
 BV0645'PROJECTS 1 INCH.  TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY
 BV0645'OF SOUTHERN MISSISSIPPI IN HATTIESBURG GO WEST ON HARDY STREET (U.S.
 BV0645'HIGHWAY 98) FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S. HIGHWAY 98
 BV0645'FOR 3.7 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0646 ***********************************************************************
 BV0646  DESIGNATION -  HENNINGTON RM 5
 BV0646  PID         -  BV0646
 BV0646  STATE/COUNTY-  MS/LAMAR
 BV0646  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0646
 BV0646                         *CURRENT SURVEY CONTROL
 BV0646  ___________________________________________________________________
 BV0646* NAD 83(1986)-  31 19 04.     (N)    089 24 49.     (W)     SCALED    
 BV0646* NAVD 88     -       127.42   (+/-2cm)     418.0    (feet)  VERTCON   
 BV0646  ___________________________________________________________________
 BV0646  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0646
 BV0646.The horizontal coordinates were scaled from a topographic map and have
 BV0646.an estimated accuracy of +/- 6 seconds.
 BV0646
 BV0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0646.The vertical order pertains to the NGVD 29 superseded value.
 BV0646
 BV0646.The geoid height was determined by GEOID03.
 BV0646
 BV0646;                    North         East    Units  Estimated Accuracy
 BV0646;SPC MS E     -   201,650.      244,770.      MT  (+/- 180 meters Scaled)
 BV0646
 BV0646                          SUPERSEDED SURVEY CONTROL
 BV0646
 BV0646  NGVD 29 (??/??/92)  127.427  (m)          418.07   (f) ADJ UNCH    2 0
 BV0646
 BV0646.Superseded values are not recommended for survey control.
 BV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0646.See file dsdata.txt to determine how the superseded data were derived.
 BV0646
 BV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV703673(NAD 83)
 BV0646_MARKER: DR = REFERENCE MARK DISK
 BV0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0646_SP_SET: DRIVEWAY
 BV0646_STAMPING: HENNINGTON NO 5 1939 1965
 BV0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0646
 BV0646  HISTORY     - Date     Condition        Report By
 BV0646  HISTORY     - 1965     MONUMENTED       CGS
 BV0646  HISTORY     - 1969     GOOD             MSHD
 BV0646
 BV0646                          STATION DESCRIPTION
 BV0646
 BV0646'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0646'7.5 MI W FROM HATTIESBURG.
 BV0646'THE MARK IS LOCATED 7.5 MILES WEST OF THE CENTER OF HATTIESBURG ON THE
 BV0646'NORTH EDGE OF THE CONCRETE DRIVEWAY IN FRONT OF THE LAKE SERENE SALES
 BV0646'OFFICE IN THE NORTHWEST ANGLE OF A CROSSROADS, 10.7 MILES SOUTHEAST OF
 BV0646'SUMRALL IN THE SOUTHWEST 1/4 OF SECTION 9, T 4N, R 14W AND ON LAND
 BV0646'OWNED BY LAKE SERENE INC.  IT IS 37.55 FEET NORTHEAST OF THE STATION,
 BV0646'127 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 98, 16.5 FEET SOUTH OF
 BV0646'THE SOUTH CORNER OF THE LAKE SERENE SALES OFFICE, AND ON LINE WITH THE
 BV0646'WEST WALL, 62 FEET NORTH OF A WOODEN FENCE, 95.5 FEET EAST OF THE
 BV0646'SOUTHEAST CORNER OF A WELL HOUSE, 1 FOOT SOUTH OF THE NORTH CURB OF A
 BV0646'CIRCULAR DRIVEWAY, SET IN A DRILLED HOLE NEAR THE NORTH EDGE OF A
 BV0646'CONCRETE DRIVEWAY AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BV0646'TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF SOUTHERN
 BV0646'MISSISSIPPI AT THE WEST EDGE OF HATTIESBURG GO WEST ON HARDY STREET
 BV0646'(U.S. HIGHWAY 98) FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S.
 BV0646'HIGHWAY 98 FOR 3.7 MILES TO A CROSSROADS AND THE LAKE SERENE SALES
 BV0646'OFFICE AND THE MARK ON THE RIGHT IN THE NORTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0647 ***********************************************************************
 BV0647  DESIGNATION -  HENNINGTON RM 6
 BV0647  PID         -  BV0647
 BV0647  STATE/COUNTY-  MS/LAMAR
 BV0647  USGS QUAD   -  HATTIESBURG SW (1982)
 BV0647
 BV0647                         *CURRENT SURVEY CONTROL
 BV0647  ___________________________________________________________________
 BV0647* NAD 83(1986)-  31 19 04.     (N)    089 24 49.     (W)     SCALED    
 BV0647* NAVD 88     -       127.41   (+/-2cm)     418.0    (feet)  VERTCON   
 BV0647  ___________________________________________________________________
 BV0647  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BV0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0647
 BV0647.The horizontal coordinates were scaled from a topographic map and have
 BV0647.an estimated accuracy of +/- 6 seconds.
 BV0647
 BV0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0647.The vertical order pertains to the NGVD 29 superseded value.
 BV0647
 BV0647.The geoid height was determined by GEOID03.
 BV0647
 BV0647;                    North         East    Units  Estimated Accuracy
 BV0647;SPC MS E     -   201,650.      244,770.      MT  (+/- 180 meters Scaled)
 BV0647
 BV0647                          SUPERSEDED SURVEY CONTROL
 BV0647
 BV0647  NGVD 29 (??/??/92)  127.425  (m)          418.06   (f) ADJ UNCH    2 0
 BV0647
 BV0647.Superseded values are not recommended for survey control.
 BV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0647.See file dsdata.txt to determine how the superseded data were derived.
 BV0647
 BV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV703673(NAD 83)
 BV0647_MARKER: DR = REFERENCE MARK DISK
 BV0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0647_SP_SET: DRIVEWAY
 BV0647_STAMPING: HENNINGTON NO 6 1939 1965
 BV0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0647
 BV0647  HISTORY     - Date     Condition        Report By
 BV0647  HISTORY     - 1965     MONUMENTED       CGS
 BV0647  HISTORY     - 1969     GOOD             MSHD
 BV0647
 BV0647                          STATION DESCRIPTION
 BV0647
 BV0647'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0647'7.5 MI W FROM HATTIESBURG.
 BV0647'THE MARK IS LOCATED 7.5 MILES WEST OF THE CENTER OF HATTIESBURG NEAR
 BV0647'THE NORTHWEST CURB OF A CIRCULAR DRIVEWAY FOR THE LAKE SERENE SALES
 BV0647'OFFICE AND NEAR THE WEST END, 10.7 MILES SOUTHEAST OF SUMRALL IN THE
 BV0647'SOUTHWEST 1/4 OF SECTION 9, T 4N, R 14W AND ON LAND OWNED BY LAKE
 BV0647'SERENE INC.  IT IS 43.87 FEET WEST OF THE STATION, 95 FEET NORTH OF
 BV0647'THE CENTER OF U.S. HIGHWAY 98, 82.5 FEET SOUTHWEST OF THE SOUTH CORNER
 BV0647'OF THE SALES OFFICE, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BV0647'WELL HOUSE, 40 FEET NORTHWEST OF A POLE WITH A LAMP ON IT, 51 FEET
 BV0647'WEST OF THE NORTH POST OF THE LAKE SERENE SIGN, 1 FOOT EAST OF THE
 BV0647'WEST CURB OF A CIRCULAR DRIVEWAY, SET IN A DRILLED HOLE NEAR THE WEST
 BV0647'EDGE OF A CONCRETE DRIVEWAY AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BV0647'HIGHWAY.  TO REACH FROM THE SOUTH ENTRANCE TO THE UNIVERSITY OF
 BV0647'SOUTHERN MISSISSIPPI AT THE WEST EDGE OF HATTIESBURG GO WEST ON HARDY
 BV0647'STREET (U.S. HIGHWAY 98) FOR 1.1 MILES TO I-59.  CONTINUE WEST ON U.S.
 BV0647'HIGHWAY 98 FOR 3.7 MILES TO A CROSS ROADS WITH THE LAKE SERENE SALES
 BV0647'OFFICE AND THE MARK ON THE RIGHT IN THE NORTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7816 ***********************************************************************
 AJ7816  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7816  DESIGNATION -  HENRY
 AJ7816  PID         -  AJ7816
 AJ7816  STATE/COUNTY-  MS/LEFLORE
 AJ7816  USGS QUAD   -  GREENWOOD (1982)
 AJ7816
 AJ7816                         *CURRENT SURVEY CONTROL
 AJ7816  ___________________________________________________________________
 AJ7816* NAD 83(2007)-  33 31 11.21026(N)    090 10 44.29204(W)     ADJUSTED  
 AJ7816* NAVD 88     -        52.7    (meters)     173.     (feet)  GPS OBS   
 AJ7816  ___________________________________________________________________
 AJ7816  EPOCH DATE  -        2002.00
 AJ7816  X           -     -16,626.607 (meters)                     COMP
 AJ7816  Y           -  -5,322,854.315 (meters)                     COMP
 AJ7816  Z           -   3,502,178.106 (meters)                     COMP
 AJ7816  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AJ7816  ELLIP HEIGHT-          26.314 (meters)          (02/10/07) ADJUSTED
 AJ7816  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AJ7816
 AJ7816  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7816  Type    PID    Designation                      North   East  Ellip
 AJ7816  -------------------------------------------------------------------
 AJ7816  NETWORK AJ7816 HENRY                             1.39   1.29   5.63
 AJ7816  -------------------------------------------------------------------
 AJ7816
 AJ7816.The horizontal coordinates were established by GPS observations
 AJ7816.and adjusted by the National Geodetic Survey in February 2007.
 AJ7816
 AJ7816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7816.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7816.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7816.The epoch date for horizontal control is a decimal equivalence
 AJ7816.of Year/Month/Day.
 AJ7816
 AJ7816.The orthometric height was determined by GPS observations and a
 AJ7816.high-resolution geoid model.
 AJ7816
 AJ7816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7816
 AJ7816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7816
 AJ7816.The ellipsoidal height was determined by GPS observations
 AJ7816.and is referenced to NAD 83.
 AJ7816
 AJ7816.The geoid height was determined by GEOID03.
 AJ7816
 AJ7816;                    North         East     Units Scale Factor Converg.
 AJ7816;SPC MS W     -   445,695.547   714,339.859   MT  0.99995253   +0 05 06.9
 AJ7816;SPC MS W     - 1,462,252.81  2,343,630.02   sFT  0.99995253   +0 05 06.9
 AJ7816;UTM  15      - 3,712,476.039   762,014.432   MT  1.00044646   +1 33 31.4
 AJ7816
 AJ7816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7816!SPC MS W     -   0.99999587  x   0.99995253  =   0.99994840
 AJ7816!UTM  15      -   0.99999587  x   1.00044646  =   1.00044233
 AJ7816
 AJ7816                          SUPERSEDED SURVEY CONTROL
 AJ7816
 AJ7816  ELLIP H (04/15/02)   26.310  (m)                       GP(       ) 4 2
 AJ7816  NAD 83(1993)-  33 31 11.21008(N)    090 10 44.29184(W) AD(       ) B
 AJ7816  ELLIP H (02/15/02)   26.322  (m)                       GP(       ) 4 1
 AJ7816
 AJ7816.Superseded values are not recommended for survey control.
 AJ7816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7816.See file dsdata.txt to determine how the superseded data were derived.
 AJ7816
 AJ7816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT6201412476(NAD 83)
 AJ7816_MARKER: B = BOLT
 AJ7816_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AJ7816_SP_SET: DRILL HOLE IN CONC. PARAPET
 AJ7816_MARK LOGO: NONE  
 AJ7816_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ7816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ7816+STABILITY: POSITION/ELEVATION WELL
 AJ7816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7816+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7816
 AJ7816  HISTORY     - Date     Condition        Report By
 AJ7816  HISTORY     - 2000     MONUMENTED       NGS
 AJ7816
 AJ7816                          STATION DESCRIPTION
 AJ7816
 AJ7816'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (KDS)
 AJ7816'STATION HENRY IS LOCATED ATOP THE FEDERAL BUILDING AND MAIN POST
 AJ7816'OFFICE IN GREENWOOD, MS.  THE MARK IS A 5/8 X 11 BOLT SET IN A DRILL
 AJ7816'HOLE IN THE 1.2 FT (0.4 M) WIDE CONCRETE PARAPET NEAR THE SOUTHEAST
 AJ7816'CORNER OF THE ROOF, ON THE SOUTH SIDE OF THE TOPMOST STORY.  IT IS 2.6
 AJ7816'FT (0.8 M) ABOVE THE FLAT ROOF SURFACE, 3.25 FT (0.99 M) WEST OF THE
 AJ7816'EAST FACE OF THE BLDG, 0.6 FT (18.3 CM) NORTH OF THE SOUTH FACE OF THE
 AJ7816'UPPER STORY.  THE ZERO DATUM IS THE SURFACE OF THE PARAPET. CONTACT
 AJ7816'THE US DEPT. OF AGRICULTURE NRCS OFFICE ON THE 3RD FLOOR FOR ACCESS TO
 AJ7816'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2524 ***********************************************************************
 BH2524  DESIGNATION -  HENZE
 BH2524  PID         -  BH2524
 BH2524  STATE/COUNTY-  MS/STONE
 BH2524  USGS QUAD   -  WHITES CROSSING (1983)
 BH2524
 BH2524                         *CURRENT SURVEY CONTROL
 BH2524  ___________________________________________________________________
 BH2524* NAD 83(1993)-  30 50 50.27141(N)    089 02 29.67596(W)     ADJUSTED  
 BH2524* NAVD 88     -        78.629  (meters)     257.97   (feet)  ADJUSTED  
 BH2524  ___________________________________________________________________
 BH2524  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BH2524  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH2524  DYNAMIC HT  -          78.526 (meters)     257.63  (feet)  COMP
 BH2524  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BH2524
 BH2524  HORZ ORDER  -  SECOND
 BH2524  VERT ORDER  -  SECOND    CLASS II
 BH2524
 BH2524.The horizontal coordinates were established by classical geodetic methods
 BH2524.and adjusted by the National Geodetic Survey in May 1994.
 BH2524
 BH2524.The orthometric height was determined by differential leveling
 BH2524.and adjusted in May 1996.
 BH2524
 BH2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2524
 BH2524.The geoid height was determined by GEOID03.
 BH2524
 BH2524.The dynamic height is computed by dividing the NAVD 88
 BH2524.geopotential number by the normal gravity value computed on the
 BH2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2524.degrees latitude (g = 980.6199 gals.).
 BH2524
 BH2524.The modeled gravity was interpolated from observed gravity values.
 BH2524
 BH2524;                    North         East     Units Scale Factor Converg.
 BH2524;SPC MS E     -   149,366.309   280,081.229   MT  0.99995489   -0 06 24.4
 BH2524;SPC MS E     -   490,045.97    918,899.83   sFT  0.99995489   -0 06 24.4
 BH2524;UTM  16      - 3,414,462.828   304,769.100   MT  1.00007019   -1 02 49.8
 BH2524
 BH2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2524!SPC MS E     -   0.99999212  x   0.99995489  =   0.99994701
 BH2524!UTM  16      -   0.99999212  x   1.00007019  =   1.00006231
 BH2524
 BH2524:                Primary Azimuth Mark                     Grid Az
 BH2524:SPC MS E     -  HENZE AZ MK                              067 37 48.6
 BH2524:UTM  16      -  HENZE AZ MK                              068 34 14.0
 BH2524
 BH2524|---------------------------------------------------------------------|
 BH2524| PID    Reference Object                     Distance      Geod. Az  |
 BH2524|                                                           dddmmss.s |
 BH2524| BH3065 HENZE AZ MK                                        0673124.2 |
 BH2524| BH2511 WILBE FIRE TOWER                    APPROX. 4.8 KM 0683038.5 |
 BH2524| BH0696 T 81 RESET                                         0694104.3 |
 BH2524| BH3066 HENZE RM 3                           26.908 METERS 14925     |
 BH2524| DD8897 HENZE RM 1                           34.085 METERS 15811     |
 BH2524| BH2528 PERKINSTON COLLEGE TANK             APPROX.12.1 KM 2340400.2 |
 BH2524| DD8898 HENZE RM 2                           34.202 METERS 24644     |
 BH2524| BH3067 HENZE RM 4                           19.879 METERS 25720     |
 BH2524|---------------------------------------------------------------------|
 BH2524
 BH2524                          SUPERSEDED SURVEY CONTROL
 BH2524
 BH2524  NAD 83(1986)-  30 50 50.28930(N)    089 02 29.67322(W) AD(       ) 2
 BH2524  NAD 27      -  30 50 49.60600(N)    089 02 29.50300(W) AD(       ) 2
 BH2524
 BH2524.Superseded values are not recommended for survey control.
 BH2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2524.See file dsdata.txt to determine how the superseded data were derived.
 BH2524
 BH2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV0476914463(NAD 83)
 BH2524_MARKER: DS = TRIANGULATION STATION DISK
 BH2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2524_SP_SET: CONCRETE POST
 BH2524_STAMPING: HENZE 1943
 BH2524_MARK LOGO: CGS   
 BH2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2524+STABILITY: SURFACE MOTION
 BH2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2524+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1986
 BH2524
 BH2524  HISTORY     - Date     Condition        Report By
 BH2524  HISTORY     - 1943     MONUMENTED       CGS
 BH2524  HISTORY     - 1943     GOOD             CGS
 BH2524  HISTORY     - 1959     GOOD             CGS
 BH2524  HISTORY     - 1971     GOOD             NGS
 BH2524  HISTORY     - 1977     GOOD             LOCENG
 BH2524  HISTORY     - 19860211 GOOD             MSHD
 BH2524
 BH2524                          STATION DESCRIPTION
 BH2524
 BH2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2524'THE STATION IS LOCATED ABOUT 6.6 MILES ESE OF WIGGINS, 0.15 MILE W OF
 BH2524'THE OLD WHITES CROSSROADS
 BH2524'AND HENZE GROCERY STORE, 40 FEET N OF THE
 BH2524'CENTER LINE OF MISSISSIPPI STATE
 BH2524'HIGHWAY 26, 18 FEET W OF A TRIANGULAR-
 BH2524'BLAZED 10-INCH PINE TREE, 2.4 FEET W OF A STANDARD
 BH2524'REFERENCE
 BH2524'POST.  THE DISK IS STAMPED HENZE 1943.
 BH2524'
 BH2524'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BH2524'BRONZE DISKS SET
 BH2524'IN CONCRETE.
 BH2524'
 BH2524'REFERENCE MARK NO. 1 IS 111.83 FEET S OF THE STATION, 73
 BH2524'FEET S OF THE
 BH2524'CENTER LINE OF MISSISSIPPI STATE HIGHWAY 26, 15.1
 BH2524'FEET SE OF A POWER-LINE POLE.
 BH2524'THE DISK IS STAMPED HENZE NO. 1
 BH2524'1943.
 BH2524'
 BH2524'REFERENCE MARK NO. 2 IS 112.31 FEET W OF THE STATION, 90 FEET
 BH2524'S OF THE E-W FENCE
 BH2524'LINE, 37 FEET N OF THE CENTER LINE OF MISSISSIPPI
 BH2524'STATE HIGHWAY 26.  THE DISK IS
 BH2524'STAMPED HENZE NO. 2 1943.
 BH2524'
 BH2524'THE AZIMUTH MARK IS 0.5 MILE E OF THE STATION, ON THE LEFT-
 BH2524'HAND SIDE OF THE
 BH2524'HIGHWAY AT THE FIRST CURVE E OF THE STATION, 26
 BH2524'FEET N OF THE CENTER LINE OF
 BH2524'MISSISSIPPI STATE HIGHWAY 26, 25
 BH2524'FEET SE OF A TRIANGULAR-BLAZED 8-INCH PINE
 BH2524'TREE, 3.4 FEET W OF
 BH2524'A STANDARD REFERENCE POST.  THE DISK IS STAMPED BENZE 1943.
 BH2524'
 BH2524'TO REACH THE STATION FROM THE WIGGINS POST OFFICE, GO E ON
 BH2524'MISSISSIPPI STATE
 BH2524'HIGHWAY 26 FOR 6.6 MILES TO A TRIANGULAR-BLAZED
 BH2524'10-INCH PINE TREE ON THE LEFT AND
 BH2524'STATION ON THE LEFT.  THIS
 BH2524'POINT IS 0.15 MILE W OF THE HENZE GROCERY STORE.
 BH2524'
 BH2524'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE E ON
 BH2524'MISSISSIPPI STATE
 BH2524'HIGHWAY 26 FOR 0.5 MILE TO THE AZIMUTH ON THE
 BH2524'LEFT.
 BH2524'
 BH2524'A 30-FOOT TOWER IS NEEDED AT THE STATION TO SEE THE AZIMUTH
 BH2524'MARK.
 BH2524'
 BH2524'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2524
 BH2524                          STATION RECOVERY (1943)
 BH2524
 BH2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BH2524'RECOVERED IN GOOD CONDITION.
 BH2524
 BH2524                          STATION RECOVERY (1959)
 BH2524
 BH2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 BH2524'THE STATION WAS VISITED 7-21-59 AND THE STATION MARK, REFERENCE MARK
 BH2524'NO. 2 AND THE AZIMUTH MARK WERE
 BH2524'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 LOCATED IN A
 BH2524'CULTIVATED FIELD WAS FOUND DESTROYED.
 BH2524'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE 1942
 BH2524'MEASUREMENT TO REFERENCE MARK NO. 2 WAS FOUND
 BH2524'TO BE 0.10 FOOT LONG.  THE AZIMUTH MARK IS
 BH2524'VISIBLE FROM THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2524'
 BH2524'THE STATION IS LOCATED 5.65 MILE EAST ALONG STATE HIGHWAY 26 FROM THE
 BH2524'INTERSECTION OF U.S. HIGHWAY 49
 BH2524'AND STATE HIGHWAY 26 AT THE OVERPASS AT THE SOUTH EDGE OF WIGGINS,
 BH2524'0.15 MILE WEST OF A CROSSROADS
 BH2524'LOCALLY KNOWN AS WHITES CROSSROAD WITH HERMONS STORE IN
 BH2524'THE NORTHEAST ANGLE.  IT IS 37 FEET NORTH OF THE
 BH2524'CENTER OF STATE HIGHWAY 26, 125 FEET EAST
 BH2524'OF A BRACE POLE FOR THE POWER POLE SOUTH OF THE HIGHWAY, 13 FEET
 BH2524'SOUTH OF A FENCE LINE, 1 FOOT NORTH
 BH2524'OF A METAL WITNESS POST BEARING A WHITE SIGN, AND ABOUT 2 FEET ABOVE
 BH2524'THE LEVEL OF THE HIGHWAY.  IT IS A
 BH2524'STANDARD DISK, STAMPED HENZE 1943, PROJECTING 2 INCHES.
 BH2524'
 BH2524'REFERENCE MARK NO. 2 IS 112.21 FEET WEST OF THE STATION, 38 FEET
 BH2524'NORTH OF THE CENTERLINE OF
 BH2524'THE HIGHWAY, 13.5 FEET NORTHEAST OF A BRACE POLE FOR THE POWER LINE,
 BH2524'13 FEET SOUTH OF A FENCE LINE,
 BH2524'AND 92 FEET NORTHEAST OF A POWER POLE NO. 80 WITH A
 BH2524'TRANSFORMER.  THE AREA TO THE WEST OF THE MARK
 BH2524'HAS BEEN EXCAVATED AND MARK SET ON THE
 BH2524'POINT OF THE MOUND.  IT IS A STANDARD DISK, STAMPED HENZE NO 2
 BH2524'1943, PROJECTING 1 INCH.
 BH2524'
 BH2524'REFERENCE MARK NO. 3 IS 88.20 FEET SOUTH OF THE STATION, 50 FEET
 BH2524'SOUTH OF THE CENTER OF THE
 BH2524'HIGHWAY, 161 FEET EAST OF POWER POLE NO. 80 WITH TRANSFORMER, 1 FOOT
 BH2524'NORTH OF A FENCE LINE AND IN LINE
 BH2524'WITH A ROW OF POLES.  IT IS A STANDARD DISK, STAMPED, HENZE NO 3
 BH2524'1943, PROJECTING 3 INCHES.
 BH2524'
 BH2524'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, AT THE OUTSIDE OF A
 BH2524'LONG CURVE, 0.35 MILE EAST OF
 BH2524'THE WHITES CROSSROAD, 33 FEET NORTHEAST OF THE CENTERLINE OF THE
 BH2524'HIGHWAY, 18 FEET SOUTH-SOUTHWEST OF A
 BH2524'FENCE LINE, 56 FEET EAST OF THE CENTER OF AN OLD ROAD
 BH2524'LEADING NORTH, 60 FEET WEST OF A TELEPHONE POLE
 BH2524'NO. 7, AND 1 FOOT NORTH OF A METAL WITNESS
 BH2524'POST BEARING A WHITE SIGN.  IT IS A STANDARD DISK, STAMPED HENZE
 BH2524'1943, PROJECTING 6 INCHES.
 BH2524'
 BH2524'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2524'STATE HIGHWAY 26 AT THE
 BH2524'OVERPASS AT THE SOUTH EDGE OF WIGGINS, GO EAST ON STATE HIGHWAY 26
 BH2524'FOR 5.65 MILES TO THE STATION ON THE
 BH2524'LEFT.  CONTINUE EAST ON STATE HIGHWAY 26 FOR 0.5 MILE TO THE AZIMUTH
 BH2524'MARK ON THE LEFT.
 BH2524
 BH2524                          STATION RECOVERY (1971)
 BH2524
 BH2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH2524'THE STATION WAS VISITED 11-30-71 AND THE STATION MARK, AZIMUTH MARK
 BH2524'AND REFERENCE MARK
 BH2524'NO. 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 BH2524'2 WAS FOUND UPROOTED AT THIS DATE, IT
 BH2524'WAS RESTAMPED NO. 4 AND USED AS
 BH2524'REFERENCE MARK NO. 4.  THE MEASUREMENT TO REFERENCE MARK
 BH2524'NO. 3 WAS FOUND TO BE
 BH2524'.08 FOOT SHORT, THE 1971 MEASUREMENT IS A HORIZONTAL MEASUREMENT
 BH2524'MEASURED WITH A SPRING
 BH2524'BALANCE SCALE.  B.M. T-81 RESET 1951 WAS CUT IN
 BH2524'AT THIS DATE TO SERVE AS AN EXTRA AZIMUTH
 BH2524'FOR THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2524'
 BH2524'THE STATION IS LOCATED 5.65 MILES EAST ALONG STATE HIGHWAY 26 FROM
 BH2524'ITS INTERSECTION
 BH2524'WITH U.S. HIGHWAY 49 AT WIGGINS, 0.15 MILE WEST OF THE
 BH2524'WHITES CROSSROAD, 38 FEET NORTH OF
 BH2524'THE CENTER OF STATE HIGHWAY 26, 112
 BH2524'FEET EAST OF THE CENTER OF THE DRIVEWAY TO A BRICK
 BH2524'HOUSE NORTH OF THE
 BH2524'ROAD, 102 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 248 FEET
 BH2524'WEST OF WHERE THE
 BH2524'POWER LINE CROSSES THE HIGHWAY, 12.5 FEET SOUTH OF A
 BH2524'FENCE LINE, AND 1 FOOT NORTHEAST OF
 BH2524'A METAL WITNESS POST.  IT IS A TRIANGULATION
 BH2524'STATION DISK, STAMPED HENZE 1943, PROJECTING 2 INCHES.
 BH2524'
 BH2524'REFERENCE MARK NO. 3 IS 88.28 FEET SOUTH OF THE STATION, 50 FEET
 BH2524'SOUTH OF THE
 BH2524'CENTER OF THE ROAD, 49.5 FEET WEST OF A POWER POLE WITH A
 BH2524'TRANSFORMER, 1 FOOT NORTH OF A
 BH2524'RIGHT-OF-WAY FENCE LINE AND 1 FOOT SOUTH
 BH2524'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BH2524'DISK, STAMPED HENZE NO 3
 BH2524'1943, PROJECTING 3 INCHES.
 BH2524'
 BH2524'REFERENCE MARK NO. 4 IS 65.22 FEET WEST OF THE STATION, 50 FEET NORTH
 BH2524'OF THE CENTER OF
 BH2524'STATE HIGHWAY 26, 48 FEET EAST OF THE CENTER OF THE
 BH2524'DRIVEWAY TO THE BRICK HOUSE NORTH
 BH2524'OF THE ROAD, 14.5 FEET EAST OF A FENCE
 BH2524'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT EAST OF
 BH2524'A METAL WITNESS POST,
 BH2524'IT IS A REFERENCE MARK DISK, STAMPED HENZE 1943 NO 4 1971, PROJECTING
 BH2524'2 INCHES.
 BH2524'
 BH2524'BENCH MARK T-81 RESET 1951 IS 0.35 MILE ENE OF THE STATION, 50
 BH2524'FEET SOUTH OF THE
 BH2524'CENTERLINE OF STATE HIGHWAY 26, 24 FEET WEST OF THE
 BH2524'CENTER OF A WOODS ROAD, 46 FEET WEST
 BH2524'OF A 2-FOOT OAK TREE, 200 FEET
 BH2524'NORTHEAST OF A FRAMEHOUSE WITH RED SIDING, 1 FOOT NORTH
 BH2524'OF A FENCE CORNER, AND
 BH2524'1 FOOT WEST OF A METAL WITNESS POST.  IT IS A BENCH MARK DISK SET IN
 BH2524'THE TOP OF A 12-INCH
 BH2524'ROUND CONCRETE POST, STAMPED T-81 RESET 1951,
 BH2524'PROJECTING 2 INCHES.
 BH2524'
 BH2524'THE AZIMUTH MARK IS 0.5 MILE ENE OF THE STATION AT THE OUT SIDE OF
 BH2524'A LONG CURVE, 32.5
 BH2524'FEET NORTH OF THE CENTER OF STATE HIGHWAY 26, 58 FEET
 BH2524'EAST OF THE CENTERLINE OFTHE DRIVEWAY
 BH2524'LEADING NORTH TO THE JOSEPH CAMPBELL
 BH2524'COMPANY FARM, 21.5 FEET SOUTH OF THE FENCE LINE, 60.5
 BH2524'FEET WSW OF A POWER
 BH2524'POLE, 76 FEET WEST OF THE PROJECTED PLANE OF THE WEST SIDE OF THE
 BH2524'STONE LOOKOUT FIRE
 BH2524'TOWER ACROSS THE ROAD, AND 1 FOOT NORTH OF A METAL WITNESS
 BH2524'POST.  IT IS AN AZIMUTH MARK
 BH2524'DISK, STAMPED HENZE 1943, PROJECTING 6 INCHES.
 BH2524'
 BH2524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.6 MILES EAST OF
 BH2524'WIGGINS
 BH2524
 BH2524                          STATION RECOVERY (1977)
 BH2524
 BH2524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (CDS)
 BH2524'HENZE 1943 TRIANGULATION STATION GOOD-USED STA-RM 3 AND RM
 BH2524'4-AZIMUTH MARK AND BENCH MARK T81 RESET FOR STARTING POINT FOR AN
 BH2524'OPEN TRAVERSE SURVEY.  BEARINGS AND DISTANCES CHECKED.
 BH2524
 BH2524                          STATION RECOVERY (1986)
 BH2524
 BH2524'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH2524'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BH2524'MARK IS LOCATED 9.33 KM (5.80 MI) EAST OF WIGGINS ON THE NORTH R.O.W.
 BH2524'OF STATE HIGWHAY 26, 0.24 KM (0.15 MI) WEST OF WHITES CROSSING IN
 BH2524'SECTION 25, T2S, R11W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER
 BH2524'STATE HIGHWAY 26 IN WIGGINS, GO EAST ON STATE HIGHWAY 26 FOR 10.7 KM
 BH2524'(6.65 MI) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE
 BH2524'TOP OF A SQUARE CONCRETE POST.  IT IS 33.83 M (111.0 FT) EAST CENTER
 BH2524'OF DRIVEWAY, 11.13 M (36.5 FT) NORTH CENTER HIGHWAY 26, 3.66 M
 BH2524'(12.0 FT) OF A 10 INCH SWEETGUM TREE IN A FENCELINE, 0.30 M (1.0 FT)
 BH2524'NORTHWEST OF A WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3065 ***********************************************************************
 BH3065  DESIGNATION -  HENZE AZ MK
 BH3065  PID         -  BH3065
 BH3065  STATE/COUNTY-  MS/STONE
 BH3065  USGS QUAD   -  WHITES CROSSING (1983)
 BH3065
 BH3065                         *CURRENT SURVEY CONTROL
 BH3065  ___________________________________________________________________
 BH3065* NAD 83(1986)-  30 50 53.     (N)    089 02 00.     (W)     SCALED    
 BH3065* NAVD 88     -        82.479  (meters)     270.60   (feet)  ADJUSTED  
 BH3065  ___________________________________________________________________
 BH3065  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3065  DYNAMIC HT  -          82.371 (meters)     270.25  (feet)  COMP
 BH3065  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BH3065
 BH3065  VERT ORDER  -  SECOND    CLASS II
 BH3065
 BH3065.The horizontal coordinates were scaled from a topographic map and have
 BH3065.an estimated accuracy of +/- 6 seconds.
 BH3065
 BH3065.The orthometric height was determined by differential leveling
 BH3065.and adjusted in May 1996.
 BH3065
 BH3065.The geoid height was determined by GEOID03.
 BH3065
 BH3065.The dynamic height is computed by dividing the NAVD 88
 BH3065.geopotential number by the normal gravity value computed on the
 BH3065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3065.degrees latitude (g = 980.6199 gals.).
 BH3065
 BH3065.The modeled gravity was interpolated from observed gravity values.
 BH3065
 BH3065;                    North         East    Units  Estimated Accuracy
 BH3065;SPC MS E     -   149,450.      280,870.      MT  (+/- 180 meters Scaled)
 BH3065
 BH3065                          SUPERSEDED SURVEY CONTROL
 BH3065
 BH3065.No superseded survey control is available for this station.
 BH3065
 BH3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV055145(NAD 83)
 BH3065_MARKER: DZ = AZIMUTH MARK DISK
 BH3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3065_SP_SET: CONCRETE POST
 BH3065_STAMPING: HENZE 1943
 BH3065_MARK LOGO: CGS   
 BH3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3065+STABILITY: SURFACE MOTION
 BH3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3065+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1986
 BH3065
 BH3065  HISTORY     - Date     Condition        Report By
 BH3065  HISTORY     - 1943     MONUMENTED       CGS
 BH3065  HISTORY     - 19860211 GOOD             MSHD
 BH3065
 BH3065                          STATION DESCRIPTION
 BH3065
 BH3065'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3065'MARK IS LOCATED 10.3 KM (6.40 MI) EAST OF WIGGINS ON THE NORTH R.O.W.
 BH3065'OF STATE HIGHWAY 26, 3.54 KM (2.20 MI) WEST OF THE INTERSECTION OF
 BH3065'STATE HIGHWAY 15 AND 26 IN SECTION 30, T2S, R10W.  TO REACH FROM THE
 BH3065'U.S. HIGHWAY 49 BRIDGE OVER STATE HIGWHAY 26 IN WIGGINS, GO EAST ON
 BH3065'STATE HIGHWAY 26 FOR 10.94 KM (6.80 MI) TO A CROSSROAD, CONTINUE EAST
 BH3065'ON HIGHWAY 26 FOR 0.48 KM (0.30 MI) TO A LOOKOUT TOWER ON THE RIGHT
 BH3065'AND THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE TOP OF A
 BH3065'SQUARE CONCRETE POST.  IT IS 18.44 M (60.5 FT) WEST OF POWERLINE POLE
 BH3065'WITH TRANSFORMER, 17.68 M (58.0 FT) EAST CENTER OF DRIVEWAY, 12.80 M
 BH3065'(42.0 FT) SOUTHEAST OF EAST GATEPOST, 9.75 M (32.0 FT) NORTH CENTER
 BH3065'STATE HIGHWAY 16, 6.55 M (21.5 FT) SOUTH OF A FENCE, 0.45 M (1.5 FT)
 BH3065'NORTH OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3066 ***********************************************************************
 BH3066  DESIGNATION -  HENZE RM 3
 BH3066  PID         -  BH3066
 BH3066  STATE/COUNTY-  MS/STONE
 BH3066  USGS QUAD   -  WHITES CROSSING (1983)
 BH3066
 BH3066                         *CURRENT SURVEY CONTROL
 BH3066  ___________________________________________________________________
 BH3066* NAD 83(1986)-  30 50 50.     (N)    089 02 29.     (W)     SCALED    
 BH3066* NAVD 88     -        78.191  (meters)     256.53   (feet)  ADJUSTED  
 BH3066  ___________________________________________________________________
 BH3066  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3066  DYNAMIC HT  -          78.089 (meters)     256.20  (feet)  COMP
 BH3066  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BH3066
 BH3066  VERT ORDER  -  SECOND    CLASS II
 BH3066
 BH3066.The horizontal coordinates were scaled from a topographic map and have
 BH3066.an estimated accuracy of +/- 6 seconds.
 BH3066
 BH3066.The orthometric height was determined by differential leveling
 BH3066.and adjusted in May 1996.
 BH3066
 BH3066.The geoid height was determined by GEOID03.
 BH3066
 BH3066.The dynamic height is computed by dividing the NAVD 88
 BH3066.geopotential number by the normal gravity value computed on the
 BH3066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3066.degrees latitude (g = 980.6199 gals.).
 BH3066
 BH3066.The modeled gravity was interpolated from observed gravity values.
 BH3066
 BH3066;                    North         East    Units  Estimated Accuracy
 BH3066;SPC MS E     -   149,360.      280,100.      MT  (+/- 180 meters Scaled)
 BH3066
 BH3066                          SUPERSEDED SURVEY CONTROL
 BH3066
 BH3066.No superseded survey control is available for this station.
 BH3066
 BH3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV047144(NAD 83)
 BH3066_MARKER: DR = REFERENCE MARK DISK
 BH3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3066_SP_SET: CONCRETE POST
 BH3066_STAMPING: HENZE NO 3 1943
 BH3066_MARK LOGO: CGS   
 BH3066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3066+STABILITY: SURFACE MOTION
 BH3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3066+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1986
 BH3066
 BH3066  HISTORY     - Date     Condition        Report By
 BH3066  HISTORY     - 1959     MONUMENTED       CGS
 BH3066  HISTORY     - 19860211 GOOD             MSHD
 BH3066
 BH3066                          STATION DESCRIPTION
 BH3066
 BH3066'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3066'MARK IS LOCATED 9.33 KM (5.80 MI) EAST OF WIGGINS ON THE SOUTH R.O.W.
 BH3066'OF STATE HIGHWAY 26, 0.24 KM (0.15 MI) WEST OF WHITES CROSSING IN
 BH3066'SECTION 25, T2S, R11W.  TO REACH FROM THE U.S. HIGHWAY 19 BRIDGE OVER
 BH3066'STATE HIGHWAY 26 IN WIGGINS, GO EAST ON STATE HIGHWAY 26 FOR 10.7 KM
 BH3066'(6.65 MI) TO THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK SET IN
 BH3066'THE TOP OF A ROUND CONCRETE POST.  IT IS 15.54 M (51.0 FT) SOUTH
 BH3066'CENTER HIGHWAY 26, 14.94 M (49.0 FT) WEST OF A POWERLINE POLE, 0.30 M
 BH3066'(1.0 FT) NORTH OF A FENCE, 0.30 M (1.0 FT) SOUTH OF A WITNESS POST AND
 BH3066'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3067 ***********************************************************************
 BH3067  DESIGNATION -  HENZE RM 4
 BH3067  PID         -  BH3067
 BH3067  STATE/COUNTY-  MS/STONE
 BH3067  USGS QUAD   -  WHITES CROSSING (1983)
 BH3067
 BH3067                         *CURRENT SURVEY CONTROL
 BH3067  ___________________________________________________________________
 BH3067* NAD 83(1986)-  30 50 50.     (N)    089 02 29.     (W)     SCALED    
 BH3067* NAVD 88     -        78.431  (meters)     257.32   (feet)  ADJUSTED  
 BH3067  ___________________________________________________________________
 BH3067  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH3067  DYNAMIC HT  -          78.329 (meters)     256.98  (feet)  COMP
 BH3067  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 BH3067
 BH3067  VERT ORDER  -  SECOND    CLASS II
 BH3067
 BH3067.The horizontal coordinates were scaled from a topographic map and have
 BH3067.an estimated accuracy of +/- 6 seconds.
 BH3067
 BH3067.The orthometric height was determined by differential leveling
 BH3067.and adjusted in May 1996.
 BH3067
 BH3067.The geoid height was determined by GEOID03.
 BH3067
 BH3067.The dynamic height is computed by dividing the NAVD 88
 BH3067.geopotential number by the normal gravity value computed on the
 BH3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3067.degrees latitude (g = 980.6199 gals.).
 BH3067
 BH3067.The modeled gravity was interpolated from observed gravity values.
 BH3067
 BH3067;                    North         East    Units  Estimated Accuracy
 BH3067;SPC MS E     -   149,360.      280,100.      MT  (+/- 180 meters Scaled)
 BH3067
 BH3067                          SUPERSEDED SURVEY CONTROL
 BH3067
 BH3067.No superseded survey control is available for this station.
 BH3067
 BH3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV047144(NAD 83)
 BH3067_MARKER: DR = REFERENCE MARK DISK
 BH3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3067_SP_SET: CONCRETE POST
 BH3067_STAMPING: HENZE NO 4 1943 1971
 BH3067_MARK LOGO: NGS   
 BH3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3067+STABILITY: SURFACE MOTION
 BH3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3067+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1986
 BH3067
 BH3067  HISTORY     - Date     Condition        Report By
 BH3067  HISTORY     - 1971     MONUMENTED       NGS
 BH3067  HISTORY     - 19860211 GOOD             MSHD
 BH3067
 BH3067                          STATION DESCRIPTION
 BH3067
 BH3067'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1986
 BH3067'MARK IS LOCATED 9.33 KM (5.80 MI) EAST OF WIGGINS ON THE NORTH R.O.W.
 BH3067'OF STATE HIGHWAY 26, 0.24 KM (0.15 MI) WEST OF WHITE CROSSING IN
 BH3067'SECTION 25, T2S, R11W.  TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER
 BH3067'STATE HIGHWAY 26 IN WIGGINS, GO EAST ON STATE HIGHWAY 26 FOR 10.7 KM
 BH3067'(6.65 MI) TO THE MARK ON THE LEFT.  MARK IS A STANDARD DISK SET IN THE
 BH3067'TOP OF A SQUARE CONCRETE POST.  IT IS 14.78 M (48.5 FT) NORTH CENTER
 BH3067'HIGHWAY 26, 14.48 M (47.5 FT) EAST CENTER OF DRIVEWAY, 0.30 M
 BH3067'(1.0 FT) SOUTH OF A FENCE, 0.30 M (1.0 FT) EAST OF A WITNESS POST AND
 BH3067'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2048 ***********************************************************************
 DJ2048  DESIGNATION -  HERBERT
 DJ2048  PID         -  DJ2048
 DJ2048  STATE/COUNTY-  MS/CARROLL
 DJ2048  USGS QUAD   -  TIE PLANT (1983)
 DJ2048
 DJ2048                         *CURRENT SURVEY CONTROL
 DJ2048  ___________________________________________________________________
 DJ2048* NAD 83(1993)-  33 39 34.55839(N)    089 48 43.37179(W)     ADJUSTED  
 DJ2048* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DJ2048  ___________________________________________________________________
 DJ2048  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DJ2048  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DJ2048  HORZ ORDER  -  FIRST
 DJ2048
 DJ2048.The horizontal coordinates were established by classical geodetic methods
 DJ2048.and adjusted by the National Geodetic Survey in May 1994.
 DJ2048
 DJ2048.The orthometric height was scaled from a topographic map.
 DJ2048
 DJ2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2048
 DJ2048.The geoid height was determined by GEOID03.
 DJ2048
 DJ2048;                    North         East     Units Scale Factor Converg.
 DJ2048;SPC MS W     -   461,314.025   748,347.948   MT  0.99997881   +0 17 20.2
 DJ2048;SPC MS W     - 1,513,494.43  2,455,204.89   sFT  0.99997881   +0 17 20.2
 DJ2048;UTM  16      - 3,727,962.476   239,241.553   MT  1.00043834   -1 33 34.1
 DJ2048
 DJ2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2048!SPC MS W     -   0.99998173  x   0.99997881  =   0.99996054
 DJ2048!UTM  16      -   0.99998173  x   1.00043834  =   1.00042007
 DJ2048
 DJ2048|---------------------------------------------------------------------|
 DJ2048| PID    Reference Object                     Distance      Geod. Az  |
 DJ2048|                                                           dddmmss.s |
 DJ2048| CG2003 HERBERT RM 3                         24.935 METERS 01701     |
 DJ2048| CG2001 HERBERT RM 1                         24.487 METERS 01717     |
 DJ2048| DJ2042 DUCK HILL MUNICIPAL TANK            APPROX. 9.6 KM 1071612.4 |
 DJ2048| CG2002 HERBERT RM 2                         22.643 METERS 13414     |
 DJ2048| DJ2050 CHAPMAN                             APPROX. 9.8 KM 1551958.0 |
 DJ2048| DJ2057 ELLIOTT LOOKOUT TOWER               APPROX.13.4 KM 2823147.7 |
 DJ2048| CG2000 HERBERT AZ MK                                      3400849.4 |
 DJ2048|---------------------------------------------------------------------|
 DJ2048
 DJ2048                          SUPERSEDED SURVEY CONTROL
 DJ2048
 DJ2048  NAD 83(1986)-  33 39 34.56967(N)    089 48 43.36861(W) AD(       ) 1
 DJ2048  NAD 27      -  33 39 34.14500(N)    089 48 43.06200(W) AD(       ) 1
 DJ2048
 DJ2048.Superseded values are not recommended for survey control.
 DJ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2048.See file dsdata.txt to determine how the superseded data were derived.
 DJ2048
 DJ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC3924227962(NAD 83)
 DJ2048_MARKER: DS = TRIANGULATION STATION DISK
 DJ2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2048+STABILITY: SURFACE MOTION
 DJ2048
 DJ2048  HISTORY     - Date     Condition        Report By
 DJ2048  HISTORY     - 1934     MONUMENTED       CGS
 DJ2048  HISTORY     - 1957     GOOD             CGS
 DJ2048  HISTORY     - 1968     GOOD             CGS
 DJ2048  HISTORY     - 1980     GOOD             MSSU
 DJ2048
 DJ2048                          STATION DESCRIPTION
 DJ2048
 DJ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2048'EIGHT AND ONE-HALF MILES SOUTH-SOUTHWEST OF GRENADA, ABOUT
 DJ2048'6-1/2 MILES WEST-NORTHWEST OF DUCK HILL, IN THE NORTHWEST QUARTER
 DJ2048'OF A SEC. 30, T. 21 N, R. 5 E., 150 YARDS SOUTH OF THE HOME AND ON
 DJ2048'THE PROPERTY OF W.M. HERBERT, IN A SMALL CLEARED FIELD AT THE
 DJ2048'POINT WHERE THE DUCK HILL ROAD CROSSES THE CREST OF HILL, ABOUT
 DJ2048'40 YARDS EAST OF A LINE OF SMALL PINES, 25 YARDS WEST OF THE
 DJ2048'CENTER LINE OF DUCK HILL ROAD, 29-1/2 FEET WEST OF AN 8-INCH
 DJ2048'OAK WITH A TRIANGULAR BLAZE.
 DJ2048'
 DJ2048'TO REACH FROM THE POST OFFICE IN GRENADA, GO SOUTH ON U.S.
 DJ2048'HIGHWAY 51 FOR 7.75 MILES TO A DIRT T-ROAD, TURN RIGHT
 DJ2048'(SOUTH-WEST) AND GO 4.45 MILES TO A T-INTERSECTION (DUCK HILL
 DJ2048'ROAD), TURN RIGHT, GO 0.25 MILE TO CREST OF HILL AND STATION
 DJ2048'ON THE WEST SIDE OF ROAD.
 DJ2048'
 DJ2048'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2048'BRONZE DISKS SET IN CONCRETE.
 DJ2048'
 DJ2048'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION IN EDGE
 DJ2048'OF FIELD, 10 YARDS WEST OF THE CENTER LINE OF THE ROAD.
 DJ2048'
 DJ2048'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, IN EDGE
 DJ2048'OF FIELD, 10 YARDS WEST OF THE CENTER LINE OF THE ROAD.
 DJ2048'
 DJ2048'AZIMUTH MARK IS NORTH OF THE STATION IN THE YARD OF
 DJ2048'THE HERBERT HOME, ABOUT 20 FEET SOUTHEAST OF A 14-INCH PEAR TREE,
 DJ2048'27 FEET SOUTHWEST OF THE CHIMNEY ON THE SOUTH SIDE OF THE HOUSE,
 DJ2048'AND 40 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD.
 DJ2048'
 DJ2048'A 50-FOOT TOWER IS REQUIRED.
 DJ2048'
 DJ2048'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 DJ2048
 DJ2048                          STATION RECOVERY (1957)
 DJ2048
 DJ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2048'STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE
 DJ2048'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  DUE
 DJ2048'TO MANY CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS.
 DJ2048'
 DJ2048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 DJ2048'STATE HIGHWAY 8, JUST SOUTH OF GRENADA, GO SOUTH ON U.S.
 DJ2048'HIGHWAY 51 FOR 2.7 MILES TO A PAVED CROSSROAD, TURN RIGHT AND
 DJ2048'GO WEST AND SOUTH FOR 0.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 DJ2048'STRAIGHT AHEAD, SOUTH, FOR 3.2 MILES TO A ROAD FORK, TAKE THE
 DJ2048'LEFT FORK, SOUTHERLY, FOR 1.0 MILE TO A ROAD FORK, TAKE THE
 DJ2048'RIGHT FORK, SOUTHWESTERLY, FOR 1.4 MILES TO A ROAD INTERSECTION,
 DJ2048'TURN LEFT, SOUTHEAST, FOR 0.4 MILE TO A FORK, TAKE THE LEFT
 DJ2048'FORK, EAST, FOR 0.4 MILE TO THE ROAD SUMMIT AND THE STATION
 DJ2048'ON THE RIGHT.
 DJ2048'
 DJ2048'STATION MARKS ARE STANDARD DISKS STAMPED HERBERT 1934.  THE
 DJ2048'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH
 DJ2048'THE SURFACE OF THE GROUND.  IT IS 68 FEET WEST OF THE CENTER OF
 DJ2048'THE GRAVEL ROAD, 29 FEET WEST OF A BLAZE ON A 12 INCH OAK TREE AND
 DJ2048'10 FEET SOUTHEAST OF A FORKED PINE TREE.  A STANDARD WITNESS POST
 DJ2048'WAS SET 2 FEET SOUTHWEST OF THE MARK.
 DJ2048'
 DJ2048'REFERENCE MARK NO. 1 A STANDARD DISK STAMPED HERBERT NO 1 1934,
 DJ2048'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 DJ2048'97 FEET WEST-NORTHWEST OF A POWER POLE AND 29 FEET WEST OF THE
 DJ2048'CENTER OF THE GRAVEL ROAD.
 DJ2048'
 DJ2048'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED HERBERT NO 2 1934,
 DJ2048'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 DJ2048'88 FEET SOUTH-SOUTHWEST OF A POWER POLE AND 32 FEET WEST OF THE
 DJ2048'CENTER OF THE GRAVEL ROAD.
 DJ2048'
 DJ2048'AZIMUTH MARK IS A STANDARD DISK STAMPED HERBERT 1934, SET IN A
 DJ2048'ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 DJ2048'GROUND.  IT IS 72 FEET SOUTH OF A POWER POLE AND 44 FEET NORTH
 DJ2048'OF THE CENTER OF THE GRAVEL ROAD.  A STANDARD WITNESS POST WAS
 DJ2048'SET 1 FOOT NORTH OF THE MARK.
 DJ2048'
 DJ2048'TO REACH THE AZIMUTH FROM THE STATION, GO WESTERLY ON THE GRAVEL
 DJ2048'ROAD FOR ABOUT 100 YARDS TO THE AZIMUTH MARK ON THE RIGHT.
 DJ2048
 DJ2048                          STATION RECOVERY (1968)
 DJ2048
 DJ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DJ2048'THE STATION WAS VISITED 6-12-68 AND THE STATION, RM NO. 2 AND
 DJ2048'AZIMUTH MARK WERE FOUND IN GOOD CONDITION AND RM NO.1 WAS FOUND
 DJ2048'DISTURBED.  THE MONUMENT WAS REPLACED IN THE GROUND STAMPED 3 AND
 DJ2048'USED AS RM NO. 3.  THE LINE TO THE AZIMUTH MARK WAS CLEARED.  A
 DJ2048'NEW DESCRIPTION FOLLOWS.
 DJ2048'
 DJ2048'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH-SOUTHWEST OF GRENADA,
 DJ2048'AND ABOUT 6.5 MILES NORTHWEST OF DUCK HILL IN THE NW 1/4 OF SEC.
 DJ2048'30, T 21 N, R 5 E, ABOUT 150 YARDS SOUTHEAST OF A FORKS IN THE
 DJ2048'ROAD ON THE CREST OF A SMALL HILL, ON SOUTHWEST SLOPE OF HILL, 70
 DJ2048'FEET SOUTHWEST OF THE CENTERLINE OF ROAD, 10 FEET SOUTH OF A
 DJ2048'FORKED PINE TREE, 106 FEET WEST-SOUTH-WEST OF A POWER POLE, 1
 DJ2048'FOOT NORTH OF A METAL WITNESS POST, 34 FEET WEST OF A TRIPLE
 DJ2048'OAK TREE.  IT IS A TRIANGULATION STATION DISK STAMPED HERBERT
 DJ2048'1934, FLUSH WITH GROUND.
 DJ2048'
 DJ2048'REFERENCE MARK NO. 2 IS 74.28 FEET EAST OF STATION, 34 FEET
 DJ2048'SOUTH-WEST OF THE CENTERLINE OF ROAD, 87 FEET SOUTH OF POWER
 DJ2048'POLE, 1 FOOT WEST OF METAL WITNESS POST.  IT IS A REFERENCE MARK
 DJ2048'DISK STAMPED HERBERT NO 2 1934, PROJECTING 6-INCHES.
 DJ2048'
 DJ2048'REFERENCE MARK NO. 3 IS 81.81 FEET NORTH OF STATION, 28 FEET
 DJ2048'SOUTH-WEST OF THE CENTERLINE OF ROAD, 97.5 FEET NORTHWEST OF
 DJ2048'POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 DJ2048'REFERENCE MARK DISK STAMPED HERBERT 1934 NO 3 1968, PROJECTING
 DJ2048'6-INCHES.
 DJ2048'
 DJ2048'THE AZIMUTH MARK IS 150 YARDS NORTHWEST OF STATION AT A CURVE IN
 DJ2048'THE HIGHWAY, 46 FEET NORTH OF THE CENTERLINE OF THE ROAD, 72
 DJ2048'FEET SOUTHEAST OF A POWER POLE WHERE POWER LINE MAKES A 90 DEGREE
 DJ2048'TURN TO SOUTH, 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS AN
 DJ2048'AZIMUTH MARK DISK STAMPED HERBERT AZI 1934, FLUSH WITH GROUND.
 DJ2048'
 DJ2048'TO REACH FROM THE POST OFFICE IN ELLIOT, GO SOUTH ON U.S. HIGHWAY
 DJ2048'51 FOR 0.2 MILE TO A SIDE ROAD RIGHT AND THE GANTS STORE IN
 DJ2048'THE NORTHWEST ANGLE OF THE INTERSECTION, TURN RIGHT AND GO
 DJ2048'SOUTHWEST FOR 3.95 MILES TO THE NORTH BOUND LANE OF INTERSTATE
 DJ2048'HIGHWAY I 55, CONTINUE 0.15 MILES TO THE SOUTH BOUND LANE,
 DJ2048'CONTINUE SOUTHWEST FOR 0.3 MILES TO THE STATION ON THE LEFT,
 DJ2048'CONTINUE SOUTHWEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 DJ2048'RIGHT AT THE OUTSIDE OF A CURVE.
 DJ2048'
 DJ2048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.5 MILES SSW
 DJ2048'OF GRENADA.
 DJ2048
 DJ2048                          STATION RECOVERY (1980)
 DJ2048
 DJ2048'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ2048'STATION, REFERENCE MARKS 2, 3, AND AZIMUTH MARK RECOVERED IN
 DJ2048'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2371 ***********************************************************************
 BW2371  DESIGNATION -  HERMANVILLE
 BW2371  PID         -  BW2371
 BW2371  STATE/COUNTY-  MS/CLAIBORNE
 BW2371  USGS QUAD   -  HERMANVILLE (1963)
 BW2371
 BW2371                         *CURRENT SURVEY CONTROL
 BW2371  ___________________________________________________________________
 BW2371* NAD 83(1993)-  31 56 50.91342(N)    090 48 53.53289(W)     ADJUSTED  
 BW2371* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 BW2371  ___________________________________________________________________
 BW2371  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BW2371  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BW2371  HORZ ORDER  -  SECOND
 BW2371
 BW2371.The horizontal coordinates were established by classical geodetic methods
 BW2371.and adjusted by the National Geodetic Survey in May 1994.
 BW2371
 BW2371.The orthometric height was scaled from a topographic map.
 BW2371
 BW2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2371
 BW2371.The geoid height was determined by GEOID03.
 BW2371
 BW2371;                    North         East     Units Scale Factor Converg.
 BW2371;SPC MS W     -   271,426.622   654,474.183   MT  0.99997555   -0 15 17.3
 BW2371;SPC MS W     -   890,505.51  2,147,220.72   sFT  0.99997555   -0 15 17.3
 BW2371;UTM  15      - 3,536,698.429   706,536.956   MT  1.00012611   +1 09 23.9
 BW2371
 BW2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2371!SPC MS W     -   0.99998746  x   0.99997555  =   0.99996301
 BW2371!UTM  15      -   0.99998746  x   1.00012611  =   1.00011357
 BW2371
 BW2371|---------------------------------------------------------------------|
 BW2371| PID    Reference Object                     Distance      Geod. Az  |
 BW2371|                                                           dddmmss.s |
 BW2371| CY3784 HERMANVILLE RM 1                     29.596 METERS 17212     |
 BW2371| CY3785 HERMANVILLE RM 2                     27.639 METERS 28611     |
 BW2371| CY3783 HERMANVILLE AZ MK                                  3121610.1 |
 BW2371|---------------------------------------------------------------------|
 BW2371
 BW2371                          SUPERSEDED SURVEY CONTROL
 BW2371
 BW2371  NAD 83(1986)-  31 56 50.92715(N)    090 48 53.52921(W) AD(       ) 2
 BW2371  NAD 27      -  31 56 50.35800(N)    090 48 53.16100(W) AD(       ) 2
 BW2371
 BW2371.Superseded values are not recommended for survey control.
 BW2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2371.See file dsdata.txt to determine how the superseded data were derived.
 BW2371
 BW2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR0653736698(NAD 83)
 BW2371_MARKER: DS = TRIANGULATION STATION DISK
 BW2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2371
 BW2371  HISTORY     - Date     Condition        Report By
 BW2371  HISTORY     - 1948     MONUMENTED       CGS
 BW2371  HISTORY     - 1956     GOOD             CGS
 BW2371  HISTORY     - 1963     SEE DESCRIPTION  USGS
 BW2371  HISTORY     - 1970     GOOD             MSHD
 BW2371
 BW2371                          STATION DESCRIPTION
 BW2371
 BW2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2371'THE STATION IS LOCATED ON LAND OWNED BY MISS DORA MASON,
 BW2371'ON A PROMINENT RANGE OF WOODED HILLS, ABOUT 1.5 MILES SOUTHEAST
 BW2371'OF HERMANVILLE, AND 8 FEET SOUTHEAST OF A WITNESS POST.  THE
 BW2371'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HERMANVILLE
 BW2371'1948.
 BW2371'
 BW2371'REFERENCE MARK NO. 1 IS 97.10 FEET SOUTH OF THE STATION,
 BW2371'AND 16 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF AN OLD
 BW2371'WOODS ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BW2371'STAMPED HERMANVILLE NO 1 1948.
 BW2371'
 BW2371'REFERENCE MARK NO. 2 IS 90.68 FEET WEST OF THE STATION.  THE
 BW2371'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HERMANVILLE
 BW2371'NO 2 1948.
 BW2371'
 BW2371'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE NORTHWEST OF
 BW2371'THE STATION, 17 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 BW2371'OF A GRAVEL ROAD, 2 FEET EAST OF A WITNESS POST, AND 1 FOOT
 BW2371'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 BW2371'DISK IS STAMPED HERMANVILLE 1948.
 BW2371'
 BW2371'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HERMANVILLE,
 BW2371'GO EAST ON STATE HIGHWAY 18 FOR 0.1 MILE TO WHERE THE HIGHWAY
 BW2371'MAKE A SHARP TURN TO THE LEFT AND A GRAVEL ROAD CONTINUE
 BW2371'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, EAST, ON THE MAIN
 BW2371'GRAVEL ROAD FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2371'CONTINUE STRAIGHT AHEAD, EAST, ON THE GRAVEL ROAD FOR 0.15
 BW2371'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, AND GO
 BW2371'ON THE MAIN GRAVEL ROAD FOR 0.5 MILE TO THE TOP OF A GRADE AND
 BW2371'A WIRE GATE ON THE LEFT.  TURN LEFT, EAST, AND GO ON AN OLD
 BW2371'WOODS ROAD FOR ABOUT 0.5 MILE TO WHERE THE OLD WOODS ROAD
 BW2371'BEARS RIGHT, AND THE STATION ABOUT 50 YARDS ON THE TOP OF A
 BW2371'SMALL KNOLL ON THE LEFT.
 BW2371'
 BW2371'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BW2371
 BW2371                          STATION RECOVERY (1956)
 BW2371
 BW2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2371'THE STATION WAS VISITED 5-17-56 AND ALL MARKS WERE FOUND IN
 BW2371'GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 BW2371'STATION BY A DENSE GROWTH OF TIMBER.  THE 1948 DESCRIPTION
 BW2371'IS ADEQUATE WITH ADDITIONAL INFORMATION FOR THE AZIMUTH MARK
 BW2371'AND THE TO REACH, WHICH FOLLOWS--
 BW2371'
 BW2371'THE AZIMUTH MARK IS ABOUT 0.7 MILES NORTHWEST OF THE STATION,
 BW2371'IN THE NORTHWEST CORNER OF A PASTURE, 0.15 MILE WEST OF A
 BW2371'SIDE ROAD LEADING SOUTH, 19 FEET SOUTH OF THE CENTER OF
 BW2371'A GRAVELED ROAD, 36 FEET EAST OF A FENCE CORNER, 25 FEET NORTH
 BW2371'OF A 12-INCH LONE PECAN TREE, 40 FEET NORTHEAST OF AN OLD
 BW2371'WELL WHICH IS IN THE NORTHWEST CORNER OF THE PASTURE, 1 FOOT
 BW2371'SOUTH OF A FENCE, AND 9 FEET WEST OF THE PROJECTED CENTER
 BW2371'OF A FARM ROAD LEADING NORTH.  IT IS A STANDARD DISK, STAMPED
 BW2371'HERMANVILLE 1948, PROJECTING 6 INCHES.
 BW2371'
 BW2371'TO REACH THE STATION FROM THE ROAD CROSSING NORTH OF THE
 BW2371'ILLINOIS CENTRAL RAILROAD STATION IN HERMANVILLE, GO EAST
 BW2371'FOR 0.1 MILE TO A SIDE ROAD LEFT, KEEP STRAIGHT AHEAD FOR
 BW2371'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.15
 BW2371'MILE TO A SIDE ROAD RIGHT, SOUTH, TURN RIGHT AND GO SOUTH
 BW2371'FOR 0.5 MILE TO THE TOP OF THE HILL AND A DIM TRACK ROAD
 BW2371'LEFT WITH A WIRE FENCE AND A DEEP CUT BANK, TURN LEFT AND
 BW2371'FOLLOW DIM ROAD EAST FOR 0.5 MILE, KEEPING ALL LEFT FORKS AND
 BW2371'PASSING THREE SMALL OPENING OR CLEARINGS WHICH ARE TOPS
 BW2371'OF SMALL RIDGES, TO A FORK WITH A LARGE 30-INCH OAK TREE
 BW2371'ON THE LEFT AND THE LEFT FORK LEADING UPHILL, TURN LEFT
 BW2371'UPHILL FOR ABOUT 50 YARDS TO THE STATION ON HIGHEST POINT.
 BW2371
 BW2371                          STATION RECOVERY (1963)
 BW2371
 BW2371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BW2371'STATION MARK IS IN A VERY PRECARIOUS POSITION.  ROAD HAS
 BW2371'BEEN WIDENED SINCE THE MARK WAS SET AND IT NOW IS RIGHT ON
 BW2371'THE EDGE OF THE DITCH.  IT SHOULD NOT BE LONG BEFORE IT IS
 BW2371'EITHER WASHED OFF OR KNOCKED OFF BY A GRADER.
 BW2371
 BW2371                          STATION RECOVERY (1970)
 BW2371
 BW2371'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 BW2371'THE STATION WAS VISITED 1-15-70 AND THE STATION MARK, REFERENCE
 BW2371'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2371'AZIMUTH WAS FOUND TO BE IN DANGER OF BEING DESTROYED.
 BW2371'
 BW2371'THE STATION IS LOCATED 10.1 MILES WEST OF PORT GIBSON AND 1.9
 BW2371'MILES SOUTHEAST OF HERMANVILLE, IN THE SOUTHEAST 1/4 OF
 BW2371'SECTION 4, T 11N, R 4E AND ON PROPERTY OWNED BY MISS DORA
 BW2371'MASON.  IT IS 94 FEET NORTHEAST OF THE CENTER OF A WOODS
 BW2371'ROAD, 167.5 FEET EAST SOUTHEAST OF A 30 INCH OAK, 50.5 FEET
 BW2371'SOUTH OF A 9 INCH OAK, 44.5 FEET SOUTHWEST OF AN 8 INCH
 BW2371'OAK AND 1 FOOT EAST OF A METAL WITNESS POST.  (NOTE) THE
 BW2371'AZIMUTH IS OBSTRUCTED BY A DENCE GROWTH OF TIMBER.
 BW2371'
 BW2371'IT IS A C AND GS TRIANGULATION DISK, STAMPED HERMANVILLE
 BW2371'1948 PROJECTING 6 INCHES.
 BW2371'
 BW2371'REFERENCE MARK NO. 1 IS 97.10 FEET SOUTH OF THE STATION.
 BW2371'IT IS 20 FEET EAST NORTHEAST OF THE CENTER OF A TRACK ROAD
 BW2371'OF THE EAST SIDE OF A TRIANGLE FORMED BY ROADS AND 1 FOOT
 BW2371'NORTHEAST OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2371'MARK DISK, STAMPED HERMANVILLE NO 1 1948 PROJECTING 4 INCHES.
 BW2371'
 BW2371'REFERENCE MARK NO. 2 IS 90.68 FEET WEST OF THE STATION.  IT
 BW2371'IS 66 FEET NORTHEAST OF THE CENTER OF A WOODS ROAD, 77 FEET
 BW2371'EAST OF A 30 INCH OAK AND 1 FOOT NORTHEAST OF A METAL WITNESS
 BW2371'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED HERMANVILLE
 BW2371'NO 2 1948 PROJECTING 4 INCHES.
 BW2371'
 BW2371'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 157.25
 BW2371'FEET.
 BW2371'
 BW2371'THE AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION.  IT
 BW2371'IS 18 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 14 FEET
 BW2371'WEST OF THE EXTENDED CENTER OF A TRACK ROAD, 40 FEET NORTHEAST
 BW2371'OF A FENCE CORNER, 50 FEET NORTHEAST OF THE EDGE OF AN ABANDONED
 BW2371'CISTERN AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BW2371'C AND GS AZIMUTH MARK DISK, STAMPED HERMANVILLE 1948 PROJECTING
 BW2371'6 INCHES.
 BW2371'
 BW2371'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORT GIBSON,
 BW2371'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF
 BW2371'U.S. HIGHWAY 61.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 BW2371'HIGHWAY 61 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 BW2371'18.  TURN RIGHT (EAST) AND CONTINUE ON STATE HIGHWAY 18
 BW2371'FOR 7.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 BW2371'EAST ON A BLACKTOP ROAD FOR 0.4 MILE TO THE CROSSING OF THE
 BW2371'ILLINOIS CENTRAL RAILROAD TRACK, JUST BEYOND THE POST OFFICE
 BW2371'IN HERMANVILLE.  CONTINUE EAST ON A BLACKTOP ROAD FOR 0.9
 BW2371'MILE TO A TRACK ROAD ON THE LEFT AND THE AZIMUTH ON THE
 BW2371'RIGHT.  TO REACH THE STATION, CONTINUE EAST ON A GRAVELED
 BW2371'ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 BW2371'(SOUTH) AND CONTINUE ON A GRAVELED ROAD FOR 0.45 MILE TO
 BW2371'THE TOP OF A HILL AND A WOODS ROAD ON THE LEFT.  TURN LEFT
 BW2371'AND CONTINUE EAST SOUTHEAST ON A WOODS ROAD FOR 0.3 MILE TO
 BW2371'A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST ALWAYS
 BW2371'FOLLOWING THE MAIN WOODS ROAD FOR 0.3 MILE TO THE STATION
 BW2371'ON THE LEFT ON TOP OF A HILL.
 BW2371'
 BW2371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES
 BW2371'SOUTHEAST OF HERMANVILLE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1858 ***********************************************************************
 EG1858  DESIGNATION -  HERNANDO COUNTY CTHSE DOME
 EG1858  PID         -  EG1858
 EG1858  STATE/COUNTY-  MS/DE SOTO
 EG1858  USGS QUAD   -  HERNANDO (1982)
 EG1858
 EG1858                         *CURRENT SURVEY CONTROL
 EG1858  ___________________________________________________________________
 EG1858* NAD 83(1993)-  34 49 22.89804(N)    089 59 41.16698(W)     ADJUSTED  
 EG1858* NAVD 88     -              **(meters)            **(feet)            
 EG1858  ___________________________________________________________________
 EG1858  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EG1858  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1858  HORZ ORDER  -  THIRD
 EG1858
 EG1858.The horizontal coordinates were established by classical geodetic methods
 EG1858.and adjusted by the National Geodetic Survey in May 1994.
 EG1858
 EG1858
 EG1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1858
 EG1858.The geoid height was determined by GEOID03.
 EG1858
 EG1858;                    North         East     Units Scale Factor Converg.
 EG1858;SPC MS W     -   590,293.193   730,971.865   MT  0.99996182   +0 11 36.0
 EG1858;SPC MS W     - 1,936,653.58  2,398,196.86   sFT  0.99996182   +0 11 36.0
 EG1858;UTM  16      - 3,857,507.708   226,091.614   MT  1.00052481   -1 42 40.3
 EG1858;UTM  15      - 3,857,536.357   774,865.643   MT  1.00053128   +1 43 01.9
 EG1858
 EG1858                          SUPERSEDED SURVEY CONTROL
 EG1858
 EG1858  NAD 83(1986)-  34 49 22.90861(N)    089 59 41.16747(W) AD(       ) 4
 EG1858  NAD 27      -  34 49 22.55300(N)    089 59 40.84100(W) AD(       ) 3
 EG1858
 EG1858.Superseded values are not recommended for survey control.
 EG1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1858.See file dsdata.txt to determine how the superseded data were derived.
 EG1858
 EG1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2609257508(NAD 83)
 EG1858
 EG1858  HISTORY     - Date     Condition        Report By
 EG1858  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1858  HISTORY     - 1966     GOOD             MSHD
 EG1858  HISTORY     - 20051127 GOOD             MSSU
 EG1858
 EG1858                          STATION DESCRIPTION
 EG1858
 EG1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1858'THE STATION IS THE STAFF ATOP THE DOME OF THE COURT HOUSE LOCATED IN
 EG1858'THE CENTRAL PART
 EG1858'OF HERNANDO.
 EG1858'
 EG1858'IT IS A BRICK AND STONE BUILDING APPROXIMATELTY 70 FEET HIGH.
 EG1858
 EG1858                          STATION RECOVERY (1966)
 EG1858
 EG1858'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1858'THE STATION SITE WAS VISITED 6-24-66 AND THE STATION WAS FOUND IN
 EG1858'GOOD CONDITION.
 EG1858'
 EG1858'THE STATION IS THE STAFF ON TOP OF THE DOME OF THE COURTHOUSE LOCATED
 EG1858'IN THE CENTER OF HERNANDO
 EG1858'AND WEST OF U S HIGHWAY 51.  IT IS A BRICK AND
 EG1858'STONE BUILDING APPROXIMATELY 70 FEET
 EG1858'HIGH.
 EG1858
 EG1858                          STATION RECOVERY (2005)
 EG1858
 EG1858'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005
 EG1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1856 ***********************************************************************
 EG1856  DESIGNATION -  HERNANDO MUNICIPAL TANK
 EG1856  PID         -  EG1856
 EG1856  STATE/COUNTY-  MS/DE SOTO
 EG1856  USGS QUAD   -  HERNANDO (1982)
 EG1856
 EG1856                         *CURRENT SURVEY CONTROL
 EG1856  ___________________________________________________________________
 EG1856* NAD 83(1993)-  34 49 21.59482(N)    089 59 32.13710(W)     ADJUSTED  
 EG1856* NAVD 88     -              **(meters)            **(feet)            
 EG1856  ___________________________________________________________________
 EG1856  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EG1856  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG1856  HORZ ORDER  -  THIRD
 EG1856
 EG1856.The horizontal coordinates were established by classical geodetic methods
 EG1856.and adjusted by the National Geodetic Survey in May 1994.
 EG1856
 EG1856
 EG1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1856
 EG1856.The geoid height was determined by GEOID03.
 EG1856
 EG1856;                    North         East     Units Scale Factor Converg.
 EG1856;SPC MS W     -   590,253.812   731,201.461   MT  0.99996199   +0 11 41.2
 EG1856;SPC MS W     - 1,936,524.38  2,398,950.13   sFT  0.99996199   +0 11 41.2
 EG1856;UTM  16      - 3,857,460.692   226,319.903   MT  1.00052326   -1 42 35.1
 EG1856;UTM  15      - 3,857,503.076   775,096.337   MT  1.00053285   +1 43 07.0
 EG1856
 EG1856                          SUPERSEDED SURVEY CONTROL
 EG1856
 EG1856  NAD 83(1986)-  34 49 21.60528(N)    089 59 32.13760(W) AD(       ) 4
 EG1856  NAD 27      -  34 49 21.25000(N)    089 59 31.81000(W) AD(       ) 3
 EG1856
 EG1856.Superseded values are not recommended for survey control.
 EG1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1856.See file dsdata.txt to determine how the superseded data were derived.
 EG1856
 EG1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2632057461(NAD 83)
 EG1856_MARKER: 53 = ELEVATED TANK
 EG1856
 EG1856  HISTORY     - Date     Condition        Report By
 EG1856  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1856  HISTORY     - 1966     GOOD             MSHD
 EG1856  HISTORY     - 1975     GOOD             NGS
 EG1856  HISTORY     - 20080421 POOR             MSDOT
 EG1856
 EG1856                          STATION DESCRIPTION
 EG1856
 EG1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1856'THE STATION IS THE BALL ATOP THE LARGE SILVER TANK LOCATED IN THE
 EG1856'CENTRAL PART OF
 EG1856'HERNANDO.
 EG1856'
 EG1856'IT IS APPROXIMATELY 120 FEET HIGH.
 EG1856
 EG1856                          STATION RECOVERY (1966)
 EG1856
 EG1856'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1856'THE STATION SITE WAS VISITED 6-24-66 AND THE STATION WAS FOUND IN
 EG1856'GOOD CONDITION.
 EG1856'
 EG1856'TO REACH THE STATION FROM THE EAST ENTRACNE TO THE DESOTO COUNTY
 EG1856'COURTHOUSE IN HERNANDO GO
 EG1856'EAST ON EAST CENTER STREET FOR 0.1 MILE TO THE TANK ON
 EG1856'THE RIGHT.  THE STATION IS THE
 EG1856'BALL ON TOP OF THE LARGE SILVER TANK
 EG1856'AND IS APPROXIMATELY 120 FEET HIGH.
 EG1856
 EG1856                          STATION RECOVERY (1975)
 EG1856
 EG1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 EG1856'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY MSHD IN
 EG1856'1966.  THE TANK IS LOCATED IN THE NORTHWEST CORNER OF UNION AND
 EG1856'CHURCH STREETS.
 EG1856'
 EG1856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HERNANDO.
 EG1856
 EG1856                          STATION RECOVERY (2008)
 EG1856
 EG1856'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1856'THE OLD WATER TANK ALTHOUGH NOT IN USE AND IN POOR CONDITION STILL
 EG1856'STANDS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2736 ***********************************************************************
 CP2736  DESIGNATION -  HERREN
 CP2736  PID         -  CP2736
 CP2736  STATE/COUNTY-  MS/HINDS
 CP2736  USGS QUAD   -  CAYUGA (1963)
 CP2736
 CP2736                         *CURRENT SURVEY CONTROL
 CP2736  ___________________________________________________________________
 CP2736* NAD 83(1993)-  32 08 11.95256(N)    090 40 29.30712(W)     ADJUSTED  
 CP2736* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 CP2736  ___________________________________________________________________
 CP2736  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CP2736  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP2736  HORZ ORDER  -  THIRD
 CP2736
 CP2736.The horizontal coordinates were established by classical geodetic methods
 CP2736.and adjusted by the National Geodetic Survey in May 1994.
 CP2736
 CP2736.The orthometric height was scaled from a topographic map.
 CP2736
 CP2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2736
 CP2736.The geoid height was determined by GEOID03.
 CP2736
 CP2736;                    North         East     Units Scale Factor Converg.
 CP2736;SPC MS W     -   292,352.845   667,782.506   MT  0.99996280   -0 10 53.9
 CP2736;SPC MS W     -   959,160.96  2,190,883.11   sFT  0.99996280   -0 10 53.9
 CP2736;UTM  15      - 3,557,951.006   719,326.822   MT  1.00019327   +1 14 14.5
 CP2736
 CP2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2736!SPC MS W     -   0.99998703  x   0.99996280  =   0.99994983
 CP2736!UTM  15      -   0.99998703  x   1.00019327  =   1.00018029
 CP2736
 CP2736|---------------------------------------------------------------------|
 CP2736| PID    Reference Object                     Distance      Geod. Az  |
 CP2736|                                                           dddmmss.s |
 CP2736| CY3790 HERREN RM 4                          16.332 METERS 04916     |
 CP2736| CP2731 UTICA MUNICIPAL TANK                APPROX. 5.8 KM 1225713.6 |
 CP2736| CY3789 HERREN RM 3                          17.313 METERS 14611     |
 CP2736| CY3786 HERREN AZ MK                                       2310154.0 |
 CP2736| CY3787 HERREN RM 1                          32.918 METERS 24745     |
 CP2736| CP2737 BELMONT                             APPROX. 7.1 KM 3361313.7 |
 CP2736| CY3788 HERREN RM 2                          29.971 METERS 34215     |
 CP2736|---------------------------------------------------------------------|
 CP2736
 CP2736                          SUPERSEDED SURVEY CONTROL
 CP2736
 CP2736  NAD 83(1986)-  32 08 11.96652(N)    090 40 29.30310(W) AD(       ) 3
 CP2736  NAD 27      -  32 08 11.41800(N)    090 40 28.93600(W) AD(       ) 3
 CP2736
 CP2736.Superseded values are not recommended for survey control.
 CP2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2736.See file dsdata.txt to determine how the superseded data were derived.
 CP2736
 CP2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1932757951(NAD 83)
 CP2736_MARKER: DS = TRIANGULATION STATION DISK
 CP2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2736
 CP2736  HISTORY     - Date     Condition        Report By
 CP2736  HISTORY     - 1948     MONUMENTED       CGS
 CP2736  HISTORY     - 1957     GOOD             CGS
 CP2736  HISTORY     - 1961     GOOD             CGS
 CP2736  HISTORY     - 1977     GOOD             MSHD
 CP2736
 CP2736                          STATION DESCRIPTION
 CP2736
 CP2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2736'STATION IS ON PROPERTY OF R.F. HERREN, 3.5 MILES NORTHWEST
 CP2736'OF UTICA, 91 FEET NORTH OF HERRENS HOUSE, 40 FEET EAST OF
 CP2736'APPROXIMATE CENTERLINE OF GRAVELED ROAD, 13 FEET WEST OF
 CP2736'A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 CP2736'DISK IS STAMPED HERREN 1948.
 CP2736'
 CP2736'REFERENCE MARK NO. 1 IS 108.0 FEET WEST-SOUTHWEST OF STATION
 CP2736'AND 20 FEET WEST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.
 CP2736'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED HERREN NO
 CP2736'1 1948.
 CP2736'
 CP2736'REFERENCE MARK NO. 2 IS 98.33 FEET NORTH-NORTHWEST OF STATION
 CP2736'AND 36 FEET WEST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD.
 CP2736'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED HERREN NO
 CP2736'2 1948.
 CP2736'
 CP2736'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF STATION VIA A GRAVELED
 CP2736'ROAD, 20 FEET WEST OF APPROXIMATE CENTERLINE OF GRAVELED
 CP2736'ROAD, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 CP2736'PROJECTS 5 INCHES, AND THE DISK IS STAMPED HERREN 1948.
 CP2736'
 CP2736'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 18 IN
 CP2736'UTICA, GO WEST AND NORTH ON HIGHWAY 3 FOR 2.4 MILES TO A
 CP2736'FORK, TAKE LEFT FORK AND GO 2.9 MILES TO A SIDE ROAD LEFT,
 CP2736'TURN LEFT AND GO 0.3 MILE TO MR. HERRENS HOUSE AND STATION
 CP2736'SITE ON LEFT.
 CP2736'
 CP2736'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2736
 CP2736                          STATION RECOVERY (1957)
 CP2736
 CP2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2736'THE STATION WAS VISITED 2-15-57 AND ALL MARKS FOUND IN GOOD
 CP2736'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CP2736'
 CP2736'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF UTICA
 CP2736'ON THE PROPERTY OWNED BY MR. R.F. HERREN, 91.5 FEET NORTH
 CP2736'OF THE NORTHWEST CORNER OF THE HERREN HOUSE, A BROWN IMITATION
 CP2736'BRICK WITH A TIN ROOF, 41 FEET EAST OF THE CENTER OF THE
 CP2736'GRAVELED ROAD, 23 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CP2736'A THREE STALL GARAGE, 15 FEET WEST OF THE PROJECTED TANGENT OF
 CP2736'THE WEST SIDE OF THE HOUSE, 13 FEET WEST OF A FENCE, 18.5
 CP2736'FEET SOUTHWEST OF A 10-INCH PECAN TREE, AND 18.5 FEET
 CP2736'NORTHWEST OF A 10-INCH PECAN TREE.  IT IS A STANDARD DISK,
 CP2736'STAMPED HERREN 1948, FLUSH WITH THE GROUND.
 CP2736'
 CP2736'REFERENCE MARK NO. 1 IS 108.00 FEET WEST-SOUTHWEST OF THE
 CP2736'STATION, 17 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 CP2736'28 FEET SOUTH OF THE CENTER OF THE GATE TO THE FARM YARD,
 CP2736'8 FEET NORTH OF THE PROJECTED TANGENT OF THE NORTH SIDE
 CP2736'OF THE HOUSE, AND 1 FOOT EAST OF A FENCE.  IT IS A STANDARD
 CP2736'DISK, STAMPED HERREN NO 1 1948, PROJECTING 6 INCHES.
 CP2736'
 CP2736'REFERENCE MARK NO. 2 IS 98.33 FEET NORTH-NORTHWEST OF THE
 CP2736'STATION, 37 FEET WEST OF THE CENTERLINE OF THE ROAD, 11
 CP2736'FEET SOUTHEAST OF A FENCE CORNER, 18 FEET NORTH OF THE PROJECTED
 CP2736'TANGENT OF THE NORTH SIDE OF THE BARN, 8 FEET SOUTH OF THE
 CP2736'SOUTHEDGE OF A SMALL CULTIVATED PLOT OF GROUND, AND 8 FEET
 CP2736'WEST OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED HERREN
 CP2736'NO 2 1948, FLUSH WITH THE GROUND.
 CP2736'
 CP2736'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION ON
 CP2736'THE WEST SIDE OF A GRAVELED ROAD, 124 FEET SOUTHEAST OF THE
 CP2736'UNPAINTED HOUSE WITH A TIN ROOF, 20 FEET WEST OF THE CENTER
 CP2736'OF THE GRAVELED ROAD, 8 FEET SOUTHWEST OF A PINE TREE IN
 CP2736'A FENCE LINE, 2 FEET NORTH OF A WITNESS POST, 58 FEET SOUTH
 CP2736'OF THE DRIVEWAY TO THE OLD HOUSE AND ABOUT TWO FEET ABOVE
 CP2736'THE LEVEL OF THE ROAD, IT IS A STANDARD DISK, STAMPED HERREN
 CP2736'1948, PROJECTING 6 INCHES.
 CP2736'
 CP2736'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CP2736'27 AND 18 AT THE STOP LIGHT IN UTICA, GO WEST ON MAIN STREET
 CP2736'AND BLACKTOPPED ROAD FOR 1.9 MILES TO A FORK, TAKE RIGHT
 CP2736'FORK (GRAVELED ROAD), AND GO NORTHWEST FOR 1.25 MILES TO
 CP2736'A SIDE ROAD RIGHT AND A SAW MILL ON THE LEFT, TURN RIGHT
 CP2736'AND GO NORTH FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT,
 CP2736'CONTINUE FOR 0.2 MILE TO THE STATION AND MR. HERRENS HOUSE
 CP2736'ON THE RIGHT AT THE TOP OF THE HILL.
 CP2736
 CP2736                          STATION RECOVERY (1961)
 CP2736
 CP2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CP2736'THE STATION WAS VISITED 10-21-61 AND THE STATION MARK AND
 CP2736'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 CP2736'NO. 1 AND NO. 2 WERE FOUND DESTROYED.  REFERENCE MARKS NO. 3
 CP2736'AND NO. 4 WERE ESTABLISHED AT THIS DATE.  DUE TO THE CONSTRUCTION
 CP2736'OF A NEW ROAD AND THE LOCATION OF THE FARM BUILDINGS THE
 CP2736'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 CP2736'
 CP2736'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF UTICA
 CP2736'ON PROPERTY OWNED BY MR. R.F. HERREN, ABOUT 100 YARDS SOUTHEAST
 CP2736'OF A NEW BLACK TOP ROAD, 42 FEET NORTHEAST OF THE NORTHEAST
 CP2736'CORNER OF THE NEW HOUSE, 35 FEET NORTHEAST OF THE CENTER
 CP2736'OF THE DRIVEWAY ALONG THE EAST SIDE OF THE HOUSE, MIDWAY
 CP2736'BETWEEN TWO 10-INCH PECAN TREES, 18.5 FEET NORTHEAST OF ONE
 CP2736'AND 18.5 FEET SOUTHWEST OF THE OTHER.  IT IS A STANDARD DISK,
 CP2736'STAMPED HERREN 1948, FLUSH WITH THE GROUND.
 CP2736'
 CP2736'REFERENCE MARK NO. 3 IS 56.80 FEET SOUTHEAST OF THE STATION,
 CP2736'42 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 41 FEET
 CP2736'SOUTHEAST OF THE WEST ONE OF THE TWO PECAN TREES, 17 FEET
 CP2736'NORTHEAST OF THE NORTHEAST CORNER OF A TIN SHED, AND 4 FEET
 CP2736'SOUTH OF THE SOUTH END OF THE GATE LEADING INTO A BARN LOT.
 CP2736'IT IS A STANDARD DISK, STAMPED HERREN NO 4 1948, PROJECTING
 CP2736'2 INCHES.
 CP2736'
 CP2736'REFERENCE MARK NO. 4 IS 53.58 FEET NORTHEAST OF THE STATION,
 CP2736'18 FEET NORTHEAST OF A FENCE CORNER, 21 FEET NORTHWEST OF THE
 CP2736'NORTHWEST CORNER OF AN OLD BARN, 1.5 FEET SOUTHEAST OF A
 CP2736'FENCE LINE, 34 FEET NORTH-NORTHEAST OF A PECAN TREE, 52
 CP2736'FEET SOUTHEAST OF THE CENTER OF A FARM ROAD, AND 1.5 FEET
 CP2736'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CP2736'STAMPED HERREN NO 4 1948, FLUSH WITH THE GROUND.
 CP2736'
 CP2736'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, ABOUT
 CP2736'100 YARDS NORTHWEST OF THE BLACK TOP ROAD AND 20 FEET WEST
 CP2736'OF THE CENTER OF THE OLD GRAVELED ROAD.  IT IS 124 FEET
 CP2736'SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNPAINTED HOUSE WITH
 CP2736'A TIN ROOF, 8 FEET WEST OF A PINE TREE IN A FENCE LINE, 58
 CP2736'FEET SOUTH OF A DRIVEWAY TO THE OLD HOUSE, AND 1 FOOT WEST
 CP2736'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 CP2736'HERREN 1948, PROJECTING 6 INCHES.
 CP2736'
 CP2736'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 CP2736'AND 18 IN UTICA, GO WEST AND NORTHWEST ON A PAVED ROAD FOR 3.25
 CP2736'MILES TO A FORK, TAKE RIGHT FORK AND GO EASTERLY FOR 2.0 MILES
 CP2736'TO THE DRIVEWAY TO MR. HERRENS HOUSE, TURN RIGHT AND GO
 CP2736'ABOUT 100 YARDS TO THE TOP OF THE HILL AND THE STATION ON
 CP2736'THE LEFT.
 CP2736
 CP2736                          STATION RECOVERY (1977)
 CP2736
 CP2736'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2736'THE STATION WAS VISITED 8-19-77 AND THE STATION MARK, RM NO 3, RM
 CP2736'NO 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A SMALL
 CP2736'AMOUNT OF CLEARING WILL BE REQUIRED NEAR THE AZIMUTH MARK FOR THE
 CP2736'AZIMUTH MARK TO BE VISIBLE FROM THE STATION.
 CP2736'
 CP2736'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF UTICA ON THE LAWN OF
 CP2736'MR. R. F. HERREN ABOUT 3 MILES EAST OF THE WARREN-HINDS COUNTY LINE
 CP2736'IN THE SOUTHEAST 1/4 OF SECTION 35, T 14N, R 5E.  IT IS 199.5 FEET
 CP2736'EAST-SOUTHEAST OF THE CENTER OF HERREN ROAD, 66 FEET EAST OF A
 CP2736'FENCE CORNER, 51 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FRAME
 CP2736'HOUSE, 47 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 34
 CP2736'FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD LEADING TO A
 CP2736'BARN, 17.5 FEET NORTHWEST OF A 20 INCH PECAN, 14 FEET
 CP2736'SOUTHWEST OF A 20 INCH PECAN AND IS FLUSH WITH THE GROUND.
 CP2736'IT IS A TRIANGULATION DISK, STAMPED HERREN 1948.
 CP2736'
 CP2736'REFERENCE MARK NO 3 IS 56.80 FEET SOUTHEAST OF THE STATION.  IT IS
 CP2736'42 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 40 FEET
 CP2736'SOUTHEAST OF A 20 INCH PECAN, 16.5 FEET NORTH OF THE NORTHWEST
 CP2736'CORNER OF A TIN IMPLEMENT SHED, 3.5 FEET SOUTH OF THE SOUTH POST OF
 CP2736'A GATE, 1 FOOT EAST OF A FENCE AND PROJECTS 3 INCHES.  IT IS A
 CP2736'REFERENCE MARK DISK, STAMPED HERREN NO 3 1947.
 CP2736'
 CP2736'REFERENCE MARK NO 4 IS 53.58 FEET NORTHEAST OF THE STATION.  IT IS
 CP2736'95.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 65.5
 CP2736'FEET NORTHEAST OF A 20 INCH PECAN, 52 FEET EAST-SOUTHEAST OF THE
 CP2736'CENTER OF A ROAD LEADING TO A BARN, 34.5 FEET NORTHEAST OF A 20
 CP2736'INCH PECAN, 34 FEET SOUTHEAST OF A 16 INCH BLACK WALNUT, 18 FEET
 CP2736'EAST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST
 CP2736'IN A FENCE LINE AND IS FLUSH WITH THE GROUND.  IT IS A
 CP2736'REFERENCE MARK DISK, STAMPED HERREN NO 3 1948.
 CP2736'
 CP2736'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 153
 CP2736'FEET SOUTH-SOUTHEAST OF THE CENTER OF A FARM ROAD, 112 FEET SOUTHEAST
 CP2736'OF THE SOUTHEAST CORNER OF A TIN BARN, 111 FEET WEST OF THE
 CP2736'WEST EDGE OF A POND, 20 FEET WEST OF THE CENTER OF THE OLD
 CP2736'ROAD, 7 FEET SOUTHWEST OF AN 8 INCH CHINABERRY, 1 FOOT WEST OF A
 CP2736'METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS AN AZIMUTH MARK
 CP2736'DISK, STAMPED HERREN 1948.
 CP2736'
 CP2736'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 FOR 2.6
 CP2736'MILES TO CAYUGA ROAD FOR 2.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 CP2736'AND GO SOUTH ON HERRING ROAD FOR 0.3 MILES TO THE STATION ON THE
 CP2736'LEFT.  TO REACH THE AZIMUTH CONTINUE SOUTH ON HERRING ROAD FOR
 CP2736'ABOUT 150 FEET TO A FARM ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CP2736'SOUTHWEST ON A FARM ROAD FOR 0.1 MILE TO THE BARN AND THE MARK ON
 CP2736'THE LEFT.
 CP2736'
 CP2736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 CP2736'NORTHWEST OF UTICA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1742 ***********************************************************************
 EG1742  DESIGNATION -  HERRING
 EG1742  PID         -  EG1742
 EG1742  STATE/COUNTY-  MS/LAFAYETTE
 EG1742  USGS QUAD   -  PUSKUS LAKE (1980)
 EG1742
 EG1742                         *CURRENT SURVEY CONTROL
 EG1742  ___________________________________________________________________
 EG1742* NAD 83(1993)-  34 27 23.98952(N)    089 22 20.52429(W)     ADJUSTED  
 EG1742* NAVD 88     -       169.49   (+/-2cm)     556.1    (feet)  VERTCON   
 EG1742  ___________________________________________________________________
 EG1742  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 EG1742  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EG1742  HORZ ORDER  -  FIRST
 EG1742  VERT ORDER  -  THIRD ? (See Below)
 EG1742
 EG1742.The horizontal coordinates were established by classical geodetic methods
 EG1742.and adjusted by the National Geodetic Survey in May 1994.
 EG1742
 EG1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1742.The vertical order pertains to the NGVD 29 superseded value.
 EG1742
 EG1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1742
 EG1742.The geoid height was determined by GEOID03.
 EG1742
 EG1742;                    North         East     Units Scale Factor Converg.
 EG1742;SPC MS E     -   549,732.623   250,471.688   MT  0.99998023   -0 18 17.9
 EG1742;SPC MS E     - 1,803,581.11    821,755.86   sFT  0.99998023   -0 18 17.9
 EG1742;UTM  16      - 3,815,345.340   282,073.708   MT  1.00018542   -1 20 34.0
 EG1742
 EG1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1742!SPC MS E     -   0.99997760  x   0.99998023  =   0.99995783
 EG1742!UTM  16      -   0.99997760  x   1.00018542  =   1.00016302
 EG1742
 EG1742|---------------------------------------------------------------------|
 EG1742| PID    Reference Object                     Distance      Geod. Az  |
 EG1742|                                                           dddmmss.s |
 EG1742| CG3457 HERRING RM 1                         28.944 METERS 00053     |
 EG1742| EG1686 BETHLEHEM                           APPROX.14.2 KM 0160147.2 |
 EG1742| CG3456 HERRING AZ MK                                      2273409.5 |
 EG1742| CG3458 HERRING RM 2                         35.497 METERS 24213     |
 EG1742|---------------------------------------------------------------------|
 EG1742
 EG1742                          SUPERSEDED SURVEY CONTROL
 EG1742
 EG1742  NAD 83(1986)-  34 27 24.00092(N)    089 22 20.52248(W) AD(       ) 1
 EG1742  NAD 27      -  34 27 23.62413(N)    089 22 20.24298(W) AD(       ) 1
 EG1742  NGVD 29 (07/19/86)  169.46   (m)          556.0    (f) LEVELING    3  
 EG1742
 EG1742.Superseded values are not recommended for survey control.
 EG1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1742.See file dsdata.txt to determine how the superseded data were derived.
 EG1742
 EG1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8207415345(NAD 83)
 EG1742_MARKER: DS = TRIANGULATION STATION DISK
 EG1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1742
 EG1742  HISTORY     - Date     Condition        Report By
 EG1742  HISTORY     - 1934     MONUMENTED       CGS
 EG1742  HISTORY     - 1967     GOOD             CGS
 EG1742  HISTORY     - 1977     GOOD             MSHD
 EG1742
 EG1742                          STATION DESCRIPTION
 EG1742
 EG1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1742'ABOUT 10 MILES NORTHEAST OF OXFORD, 8 MILES SOUTHEAST OF ABBEVILLE,
 EG1742'IN THE SOUTHEAST
 EG1742'QUARTER OF SEC 23, T 7 S, R 2 W, ON THE PROPERTY OF
 EG1742'MR A J HERRING, ON A TIMBERED
 EG1742'RIDGE, 16.3 FEET EAST-NORTHEAST OF AN
 EG1742'8-INCH PINE, 38.5 FEET SOUTHEAST OF A TWIN
 EG1742'40-INCH RED OAK WITH
 EG1742'TRIANGULAR BLAZES, AND 50 FEET EAST-SOUTHEAST OF THE CENTER
 EG1742'LINE OF THE ROAD.
 EG1742'
 EG1742'TO REACH FROM THE COURTHOUSE IN OXFORD, GO NORTH ON STATE HIGHWAY 7,
 EG1742'(ALSO STATE
 EG1742'HIGHWAY 30), FOR 1.5 MILES TO THEIR JUNCTION, TURN RIGHT
 EG1742'ON STATE HIGHWAY 30 AND
 EG1742'PROCEED 5.15 MILES, TAKE THE SECOND OF TWO
 EG1742'T-ROADS LEFT AT THE SIGN LOCAL ROAD AND GO
 EG1742'1.9 MILES TO A
 EG1742'T-INTERSECTION, TURN RIGHT AND FOLLOW 0.65 MILE TO FORKS,
 EG1742'TAKE RIGHT FORK
 EG1742'AND GO 1.0 MILE TO FORKS, TAKE THE LEFT FORK AND CONTINUE 1.85
 EG1742'MILES TO FORKS AT THE
 EG1742'CAMBRIDGE CHURCH, TAKE THE LEFT FORK AND FOLLOW
 EG1742'ALONG THE RIDGE FOR 0.4 MILE TO THE
 EG1742'HIGHEST POINT AND STATION.
 EG1742'
 EG1742'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EG1742'DISKS SET IN CONCRETE.
 EG1742'
 EG1742'REFERENCE MARK NO 1 IS NORTH-NORTHWEST OF THE STATION ON THE WEST
 EG1742'BANK OF THE ROAD,
 EG1742'15 FEET NORTHWEST OF THE CENTER LINE AND 60 FEET
 EG1742'NORTH OF A 40-INCH TWIN OAK WITH A
 EG1742'TRIANGULAR BLAZE.
 EG1742'
 EG1742'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION ON THE EAST BANK OF
 EG1742'THE ROAD, 14 FEET
 EG1742'EAST-SOUTHEAST OF THE CENTER LINE.
 EG1742'
 EG1742'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION ON THE WEST BANK OF
 EG1742'THE ROAD, 18 FEET
 EG1742'WEST OF THE CENTER LINE AND 27 FEET SOUTH OF A
 EG1742'20-INCH RED OAK.
 EG1742'
 EG1742'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 EG1742'
 EG1742'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 EG1742
 EG1742                          STATION RECOVERY (1967)
 EG1742
 EG1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1742'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 EG1742'DISTANCE AND
 EG1742'DIRECTION TO THE AZIMUTH MARK CHECKED.  THE DISTANCE TO
 EG1742'RM NO 1 CHECKED BUT THE
 EG1742'DISTANCE TO RM NO 2 WAS FOUND TO BE 0.12 OF A
 EG1742'FOOT SHORTER THAN THE ORIGINAL
 EG1742'MEASUREMENT.  A SLIGHT DIFFERENCE IN
 EG1742'THE DIRECTION TO BOTH REFERENCE MARKS WAS FOUND.
 EG1742'
 EG1742'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 EG1742'
 EG1742'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF HICKORY FLAT, 10
 EG1742'MILES NORTHEAST OF
 EG1742'OXFORD AND ON HOLLY SPRINGS NATIONAL FOREST LAND.
 EG1742'
 EG1742'TO REACH THE STATION FROM THE COURTHOUSE IN OXFORD, GO NORTH ON STATE
 EG1742'HIGHWAY 7 AND 30
 EG1742'FOR 1.6 MILES TO WHERE STATE HIGHWAY 30 TURNS EAST
 EG1742'AND HIGHWAY 7 CONTINUES NORTH.
 EG1742'TURN RIGHT AND AND GO EAST ON STATE
 EG1742'HIGHWAY 30 FOR 7.3 MILES TO A CROSSROAD AT A SIGN
 EG1742'BAGLEY TOWER.  TURN
 EG1742'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.4 MILES TO A SIDE ROAD
 EG1742'LEFT.  CONTINUE
 EG1742'NORTH ON THE GRAVELED ROAD FOR 1.5 MILES TO A SIDE
 EG1742'ROAD RIGHT AND THE CAMBRIDGE
 EG1742'METHODIST CHURCH ON THE RIGHT.  CONTINUE
 EG1742'NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO THE
 EG1742'AZIMUTH MARK ON THE
 EG1742'LEFT.  CONTINUE NORTHEAST AND NORTH ON THE GRAVELED ROAD FOR 0.2
 EG1742'MILE TO A TRACK
 EG1742'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE TRACK ROAD
 EG1742'ABOUT 125 FEET TO THE STATION
 EG1742'ON THE RIGHT.
 EG1742'
 EG1742'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 EG1742'
 EG1742'STATION MARK, STAMPED HERRING 1934 PROJECTS 10 INCHES.  IT IS 3 FEET
 EG1742'NORTHEAST OF A
 EG1742'METAL WITNESS POST, 16.5 FEET SOUTHEAST OF A 15 INCH
 EG1742'PINE TREE, 21 FEET NORTHEAST OF A
 EG1742'12 INCH PINE TREE, 53 FEET SOUTH OF
 EG1742'THE CENTER OF THE TRACK ROAD AND 140 FEET NORTHEAST
 EG1742'OF THE CENTER OF
 EG1742'A GRAVELED ROAD.
 EG1742'
 EG1742'RM NO 1, STAMPED HERRING NO 1 1934 PROJECTS 10 INCHES.  IT IS 1.3
 EG1742'FEET WEST OF A
 EG1742'METAL WITNESS POST, 8 FEET SOUTHWEST OF A 12 INCH PINE
 EG1742'TREE AND 17 FEET NORTHWEST OF THE
 EG1742'CENTER OF THE TRACK ROAD.
 EG1742'
 EG1742'RM NO 2, STAMPED HERRING NO 2 1934 PROJECTS 9 INCHES.  IT IS 1 FOOT
 EG1742'NORTHEAST OF A
 EG1742'METAL WITNESS POST, 20 FEET SOUTHEAST OF THE CENTER OF
 EG1742'THE TRACK ROAD AND 27 FEET EAST
 EG1742'OF THE CENTER OF THE GRAVELED ROAD.
 EG1742'
 EG1742'AZIMUTH MARK, STAMPED HERRING AZI 1934 PROJECTS 8 INCHES.  IT IS 6
 EG1742'FEET NORTHEAST OF
 EG1742'A 10 INCH PINE TREE, 6 FEET SOUTH OF A 10 INCH PINE
 EG1742'TREE, 14 FEET EAST OF A 12 INCH PINE
 EG1742'TREE AND 33 FEET WEST OF THE
 EG1742'CENTER OF A GRAVELED ROAD.
 EG1742'
 EG1742'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1742
 EG1742                          STATION RECOVERY (1977)
 EG1742
 EG1742'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 EG1742'THE STATION WAS VISITED 1-5-77 AND THE STATION MARK, RM NO 1, RM NO
 EG1742'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 EG1742'MARK IS NOT VISIBLE FROM THE STATION.
 EG1742'
 EG1742'THE STATION IS LOCATED 10.5 MILES NORTHEAST OF OXFORD, 15 MILES
 EG1742'SOUTHWEST OF HICKORY FLAT, 8 MILES SOUTHEAST OF ABBEVILLE ON THE
 EG1742'HOLLY SPRINGS NATIONAL FOREST LAND IN THE SOUTHEAST 1/4 OF SECTION
 EG1742'23, T 7S, R 2W.  IT IS 140 FEET EAST OF THE CENTER OF A GRAVELED
 EG1742'ROAD, 53 FEET SOUTH-SOUTHEAST OF THE CENTER OF A WOODS ROAD, 36.5
 EG1742'FEET NORTHWEST OF A 12 INCH OAK, 16 FEET SOUTH-SOUTHEAST OF A
 EG1742'16 INCH PINE, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS
 EG1742'10 INCHES.
 EG1742'
 EG1742'IT IS A TRIANGULATION DISK, STAMPED HERRING 1934.
 EG1742'
 EG1742'REFERENCE MARK NO 1 IS 94.96 FEET NORTH OF THE STATION.  IT IS 52
 EG1742'FEET WEST OF THE CENTER OF THE FORK IN WOODS ROADS, 17 FEET NORTHWEST
 EG1742'OF THE CENTER OF A WOODS ROAD, 7.5 FEET WEST OF A 12 INCH PINE,
 EG1742'1.5 FEET NORTHWEST OF A METAL WITNESS POST AND PROJECTS 10
 EG1742'INCHES.  IT IS A REFERENCE MARK DISK, STAMPED HERRING NO 1 1934.
 EG1742'
 EG1742'REFERENCE MARK NO 2 IS 116.46 FEET SOUTHWEST OF THE STATION.  IT IS
 EG1742'37 FEET NORTHWEST OF A 10 INCH CEDAR, 24 FEET EAST OF THE CENTER OF
 EG1742'A GRAVELED ROAD, 20 FEET SOUTH-SOUTHEAST OF THE CENTER OF A WOODS
 EG1742'ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 6 INCHES.  IT
 EG1742'IS A REFERENCE MARK DISK, STAMPED HERRING NO 2 1934.
 EG1742'
 EG1742'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 61.5
 EG1742'FEET NORTH OF A 24 INCH OAK, 23.5 FEET SOUTH OF AN 18 INCH OAK, 37
 EG1742'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT WEST OF A METAL
 EG1742'WITNESS POST ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS
 EG1742'7 INCHES.
 EG1742'
 EG1742'IT IS A REFERENCE MARK DISK, STAMPED HERRING AZI 1934.
 EG1742'
 EG1742'TO REACH THE STATION FROM THE COURTHOUSE IN OXFORD GO NORTH ON
 EG1742'STATE HIGHWAY 7 (LAMAR BLVE.) FOR 1.65 MILES TO THE JUNCTION OF
 EG1742'STATE HIGHWAY 30.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 30 FOR
 EG1742'7.4 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED
 EG1742'ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH ON A
 EG1742'GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD AND THE CAMBRIDGE
 EG1742'METHODIST CHURCH ON THE RIGHT.  CONTINUE NORTH ON A GRAVELED ROAD
 EG1742'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EG1742'NORTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO A WOODS ROAD AND THE
 EG1742'STATION ON THE RIGHT.
 EG1742'
 EG1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES
 EG1742'NORTHEAST OF OXFORD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2204 ***********************************************************************
 BW2204  DESIGNATION -  HEUCKS
 BW2204  PID         -  BW2204
 BW2204  STATE/COUNTY-  MS/LINCOLN
 BW2204  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW2204
 BW2204                         *CURRENT SURVEY CONTROL
 BW2204  ___________________________________________________________________
 BW2204* NAD 83(1993)-  31 37 20.65325(N)    090 21 29.02134(W)     ADJUSTED  
 BW2204* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BW2204  ___________________________________________________________________
 BW2204  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BW2204  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BW2204  HORZ ORDER  -  SECOND
 BW2204
 BW2204.The horizontal coordinates were established by classical geodetic methods
 BW2204.and adjusted by the National Geodetic Survey in May 1994.
 BW2204
 BW2204.The orthometric height was scaled from a topographic map.
 BW2204
 BW2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2204
 BW2204.The geoid height was determined by GEOID03.
 BW2204
 BW2204;                    North         East     Units Scale Factor Converg.
 BW2204;SPC MS W     -   235,282.453   697,653.951   MT  0.99995007   -0 00 46.7
 BW2204;SPC MS W     -   771,922.51  2,288,886.34   sFT  0.99995007   -0 00 46.7
 BW2204;UTM  15      - 3,501,613.928   750,602.749   MT  1.00037464   +1 23 09.4
 BW2204
 BW2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2204!SPC MS W     -   0.99998367  x   0.99995007  =   0.99993374
 BW2204!UTM  15      -   0.99998367  x   1.00037464  =   1.00035831
 BW2204
 BW2204:                Primary Azimuth Mark                     Grid Az
 BW2204:SPC MS W     -  HEUCKS AZ MK                             054 20 05.4
 BW2204:UTM  15      -  HEUCKS AZ MK                             052 56 09.3
 BW2204
 BW2204|---------------------------------------------------------------------|
 BW2204| PID    Reference Object                     Distance      Geod. Az  |
 BW2204|                                                           dddmmss.s |
 BW2204| CY3799 HEUCKS AZ MK                                       0541918.7 |
 BW2204| CY3800 HEUCKS RM 1                          29.931 METERS 06151     |
 BW2204| CY3801 HEUCKS RM 2                          28.307 METERS 16340     |
 BW2204| BW2209 BROOKHAVEN WATER TANK               APPROX. 8.8 KM 2404903.3 |
 BW2204| BW2208 BROOKHAVEN CONCRETE STACK           APPROX. 9.0 KM 2405318.1 |
 BW2204|---------------------------------------------------------------------|
 BW2204
 BW2204                          SUPERSEDED SURVEY CONTROL
 BW2204
 BW2204  NAD 83(1986)-  31 37 20.66921(N)    090 21 29.01815(W) AD(       ) 2
 BW2204  NAD 27      -  31 37 20.06400(N)    090 21 28.68700(W) AD(       ) 2
 BW2204
 BW2204.Superseded values are not recommended for survey control.
 BW2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2204.See file dsdata.txt to determine how the superseded data were derived.
 BW2204
 BW2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR5060301614(NAD 83)
 BW2204_MARKER: DS = TRIANGULATION STATION DISK
 BW2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2204
 BW2204  HISTORY     - Date     Condition        Report By
 BW2204  HISTORY     - 1946     MONUMENTED       CGS
 BW2204  HISTORY     - 1955     GOOD             CGS
 BW2204  HISTORY     - 1958     GOOD             CGS
 BW2204  HISTORY     - 1968     SEE DESCRIPTION  MSHD
 BW2204  HISTORY     - 1970     GOOD             MSSU
 BW2204  HISTORY     - 1970     GOOD             NGS
 BW2204  HISTORY     - 1971     GOOD             MSSU
 BW2204
 BW2204                          STATION DESCRIPTION
 BW2204
 BW2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2204'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES NE OF BROOKHAVEN,
 BW2204'IN THE VILLAGE OF HEUCKS RETREAT, ON THE NW CORNER OF THE
 BW2204'SCHOOLYARD, APPROXIMATELY 340 FEET NW OF THE NW CORNER OF
 BW2204'THE SCHOOL BUILDING, 400 FEET SE OF THE SE CORNER OF THE J.T.
 BW2204'OBERSCHMIDT GENERAL STORE, 6 FEET W OF A STANDARD REFERENCE
 BW2204'POST, 74 FEET NE OF A POWER LINE POLE, 47 FEET S OF THE S
 BW2204'EDGE OF A GRAVEL DRIVE, 178 FEET S OF STEPS OF HEUCKS RETREAT
 BW2204'BAPTIST CHURCH, 153 FEET N OF NE CORNER OF SCHOOL CAFETERIA,
 BW2204'AND 27 FEET W OF AN 8-INCH CEDAR TREE.
 BW2204'
 BW2204'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2204'HEUCKS 1946, AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK
 BW2204'IS A BRONZE STATION DISK SET IN CONCRETE.
 BW2204'
 BW2204'REFERENCE MARK 1 IS 98.23 FEET (29.940 METERS) NE OF THE STATION,
 BW2204'26 FEET SE OF A 24-INCH OAK TREE, 93 FEET S OF APPROXIMATE
 BW2204'CENTER LINE OF A GRAVEL ROAD, AND 9 FEET W OF W EDGE OF OUTDOOR
 BW2204'BASKETBALL COURT.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 BW2204'STAMPED HEUCKS NO 1 1946, AND IS FLUSH WITH THE GROUND.
 BW2204'
 BW2204'REFERENCE MARK 2 IS 92.90 FEET (28.316 METERS) SSE OF THE
 BW2204'STATION, 61 FEET N OF THE NE CORNER OF SCHOOL CAFETERIA, AND
 BW2204'90 FEET SE OF A POWER LINE POLE.  IT IS A BRONZE REFERENCE
 BW2204'DISK SET IN CONCRETE, STAMPED HEUCKS NO 2 1946, AND IS FLUSH
 BW2204'WITH THE GROUND.
 BW2204'
 BW2204'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NE OF THE STATION,
 BW2204'12 FEET W OF A STANDARD REFERENCE POST, 4 FEET E OF APPROXIMATE
 BW2204'CENTER LINE OF A GRAVEL DRIVEWAY, 63.5 FEET N OF A 30-INCH
 BW2204'OAK TREE, AND 59 FEET NW OF A BLACKSMITH SHOP.  THE MARK IS
 BW2204'ON LAND OWNED BY J. CRAWFORD.  IT IS A BRONZE AZIMUTH DISK
 BW2204'SET IN CONCRETE, STAMPED HEUCKS 1946, AND PROJECTS 2 INCHES.
 BW2204'
 BW2204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 51
 BW2204'IN BROOKHAVEN, GO N ON HIGHWAY 51 FOR 2.7 MILES TO A SAWMILL
 BW2204'ON LEFT AND GRAVEL ROAD ON RIGHT, TAKE A RIGHT TURN AND GO
 BW2204'E FOR 3.7 MILES TO THE VILLAGE OF HEUCKS RETREAT AND STATION
 BW2204'AS DESCRIBED.
 BW2204'
 BW2204'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE E ON
 BW2204'GRAVEL ROAD FOR 0.25 MILE TO A DRIVEWAY ON RIGHT AND A MAILBOX,
 BW2204'TURN RIGHT AND GO S DOWN DRIVEWAY FOR 0.5 MILE TO THE AZIMUTH
 BW2204'MARK ON LEFT.
 BW2204'
 BW2204'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2204
 BW2204                          STATION RECOVERY (1955)
 BW2204
 BW2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2204'THE STATION WAS VISITED 10-21-55 AND ALL MARKS WERE FOUND
 BW2204'IN GOOD CONDITION.  THE 1946 DESCRIPTION BY W.J.C. IS ADEQUATE
 BW2204'WITH A CORRECTED DESCRIPTION OF THE AZIMUTH MARK AND A NEW
 BW2204'TO REACH.  NOTE--THE AZIMUTH MARK IS 0.05 MILE NOT 0.5 MILE AFTER
 BW2204'TURNING RIGHT AT THE MAIL BOXES.  THE BLACKSMITHS SHOP MENTIONED
 BW2204'HAS BEEN TORN DOWN AND THE MARK IS NOW 13 FEET EAST OF THE
 BW2204'GRAVEL DRIVEWAY NOT 4 FEET AS STATED.  THE AZIMUTH MARK IS
 BW2204'OBSTRUCTED FROM THE STATION BY A HOUSE.
 BW2204'
 BW2204'TO REACH THE STATION FROM THE POST OFFICE IN BROOKHAVEN GO
 BW2204'NORTH 1 BLOCK, TURN RIGHT ON STATE HIGHWAY 84 AND GO 0.25
 BW2204'MILE TO A CROSS-STREET, WITH A LARGE TEXICO SERVICE STATION
 BW2204'IN THE NORTHEAST ANGLE OF THE INTERSECTION, TURN RIGHT ON
 BW2204'SECOND STREET AND GO 2.6 MILE TO A FORK, A SAW MILL IN THE
 BW2204'FORKS, TURN RIGHT AND GO 3.45 MILES TO HEUCKS RETREAT AND
 BW2204'THE STATION ON THE RIGHT.
 BW2204
 BW2204                          STATION RECOVERY (1958)
 BW2204
 BW2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WLF)
 BW2204'RECOVERED BY MR. WALTER L. FURR, WESSON, MISSISSIPPI, REFERENCE
 BW2204'TO LETTER DATED NOVEMBER 25, 1958.
 BW2204'
 BW2204'STATION MARK IS IN GOOD SHAPE.  A DWELLING HAS BEEN ERECTED
 BW2204'BETWEEN THE STATION AND AZIMUTH MARK.
 BW2204
 BW2204                          STATION RECOVERY (1968)
 BW2204
 BW2204'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2204'THE STATION WAS VISITED 1-15-68 AND THE STATION MARK, REFERENCE
 BW2204'MARK, NO. 1, NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2204'CONDITION.
 BW2204'
 BW2204'THE STATION IS LOCATED 5.8 MILES NORTHEAST OF BROOKHAVEN IN THE
 BW2204'NW 1/4 OF SECTION 36, T8N, R8E.  IT IS 164.5 FEET SOUTH-SOUTHWEST
 BW2204'OF THE SOUTHWEST CORNER OF THE CHURCH, 105 FEET SOUTH-SOUTHEAST
 BW2204'OF A BLACKTOP ROAD, 91.5 FEET EAST OF A BLACKTOP ROAD, 110
 BW2204'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 74 FEET
 BW2204'NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 43.5 FEET
 BW2204'SOUTHEAST OF A LAMP POLE, 50.5 FEET NORTHWEST OF THE MOST
 BW2204'NORTHERN OF THREE CEDARS, AND 83 FEET SOUTHWEST OF A 36 INCH
 BW2204'OAK.
 BW2204'
 BW2204'IT IS A STANDARD TRIANGULATION DISK, STAMPED HEUCKS 1946, 3
 BW2204'INCHES BELOW THE GROUND.
 BW2204'
 BW2204'REFERENCE MARK NO. 1 IS 98.23 FEET NORTHEAST OF THE STATION.
 BW2204'IT IS 13.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 BW2204'A HOUSE, 26 FEET SOUTHEAST OF A 36 INCH OAK, 97.5 FEET SOUTH
 BW2204'OF THE CENTER OF A BLACKTOP ROAD, 62 FEET SOUTH-SOUTHEAST
 BW2204'OF A RIGHT-OF-WAY MARKER, 36 FEET EAST OF THE EXTENDED EAST WALL
 BW2204'OF THE CHURCH ANNEX AND 93 FEET NORTHWEST OF A POWER LINE POLE.
 BW2204'IT IS A STANDARD DISK, STAMPED HEUCKS NO 1 1946, AND FLUSH
 BW2204'WITH THE GROUND.
 BW2204'
 BW2204'REFERENCE MARK NO. 2 IS 92.90 FEET SOUTH-SOUTHEAST OF THE
 BW2204'STATION.  IT IS 89.5 FEET SOUTHEAST OF A POWER LINE POLE,
 BW2204'113 FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 51.5 FEET
 BW2204'WEST OF THE CENTER OF A GRAVELED ROAD, 42 FEET SOUTH-SOUTHWEST
 BW2204'OF A 7 INCH TWIN CEDAR, 57.5 FEET NORTH OF A 10 INCH TWIN CEDAR
 BW2204'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2204'REFERENCE MARK DISK, STAMPED HEUCKS NO 2 1946, FLUSH WITH
 BW2204'THE GROUND.
 BW2204'
 BW2204'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 148.65
 BW2204'FEET.
 BW2204'
 BW2204'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION.
 BW2204'IT IS 13.5 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY, 63
 BW2204'FEET NORTHWEST OF A 36 INCH OAK AND 1 FOOT NORTHEAST OF A METAL
 BW2204'WITNESS POST.  (NOTE) THE STATION IS NOT VISIBLE FROM THE
 BW2204'AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED HEUCKS
 BW2204'1946, 2 INCHES BELOW THE GROUND.
 BW2204'
 BW2204'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKHAVEN
 BW2204'GO EAST ON CHEROKEE STREET FOR 0.3 MILE TO THE INTERSECTION
 BW2204'OF SECOND STREET.  TURN LEFT (NORTH) AND CONTINUE ON SECOND
 BW2204'STREET FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 BW2204'NORTHEAST ON MAIN STREET FOR 2.2 MILES TO A FORK.  TAKE THE
 BW2204'RIGHT FORK AND CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR
 BW2204'3.5 MILES TO THE HEUCKS RETREAT BAPTIST CHURCH ON THE LEFT
 BW2204'AND A SIDE ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 BW2204'TO REACH THE AZIMUTH FROM THE STATION CONTINUE NORTHEAST ON
 BW2204'A BLACKTOP ROAD FOR 0.25 MILE TO A DRIVEWAY AND A MAILBOX
 BW2204'ON THE RIGHT.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON A
 BW2204'GRAVELED DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 BW2204'DESCRIBED.
 BW2204'
 BW2204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES
 BW2204'NORTHEAST OF BROOKHAVEN.
 BW2204
 BW2204                          STATION RECOVERY (1970)
 BW2204
 BW2204'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2204'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED BY MSHD IN 1968
 BW2204'EXCEPT FOR THE FOLLOWING--
 BW2204'
 BW2204'(1) ONLY THE FOUNDATION REMAINS OF THE HOUSE REFERENCED TO
 BW2204'
 BW2204'(2) THE METAL WITNESS POST BY THE AZIMUTH MARK HAS BEEN
 BW2204'REMOVED AND THE MARK IS NOW IN THE EDGE OF A FIELD
 BW2204
 BW2204                          STATION RECOVERY (1970)
 BW2204
 BW2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2204'THE STATION WAS VISITED 15 AUGUST 1970 AND ALL MARKS WERE
 BW2204'FOUND IN GOOD CONDITION.  THE HOUSE OBSTRUCTING THE AZIMUTH MARK
 BW2204'HAS BEEN RAZED AND A WATER TANK HAS BEEN RECENTLY ERECTED
 BW2204'THAT IS VG FROM THE STATION.  THE STATION WAS REOCCUPIED AND
 BW2204'A NEW DESCRIPTION FOLLOWS--
 BW2204'
 BW2204'THE STATION IS LOCATED 6 MILES NORTHEAST OF BROOKHAVEN, 6
 BW2204'MILES SOUTHEAST OF WESSON, IN THE NORTHWEST 1/4 OF SECTION 36,
 BW2204'T8N, R8E, ON PROPERTY OF THE HEUCKS RETREAT BAPTIST CHURCH.
 BW2204'IT IS 164.5 FEET SOUTH OF THE SE CORNER OF THE CHURCH, 110
 BW2204'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 88 FEET EAST OF
 BW2204'THE CENTER OF A N-S BLACKTOP ROAD, 74 FEET NE OF A POWER POLE
 BW2204'WITH TRANSFORMER, 44 FEET SE OF A STREET LIGHT POLE, 84
 BW2204'FEET SW OF A 36-INCH RED OAK, 54 FEET NNW OF A 9-INCH TWIN
 BW2204'CEDAR, 45 FEET WSW OF CENTER OF GRAVEL DRIVE, AND 29 FEET NNW OF
 BW2204'AN ELECTRIC SERVICE LINE.  IT IS A C AND GS TRIANGULATION
 BW2204'STATION DISK, STAMPED HEUCKS 1946, 3-INCHES BELOW THE GROUND.
 BW2204'
 BW2204'REFERENCE MARK NO. 1 IS 98.20 FEET NE OF THE STATION, 149
 BW2204'FEET SE OF THE SE CORNER OF THE CHURCH, 124 FEET NW OF A 36-INCH
 BW2204'WATER OAK, 27 FEET ESE OF A 36-INCH RED OAK, 53 FEET ENE
 BW2204'OF THE CENTER OF A GRAVEL DRIVE, 44 FEET NNW OF AN ELECTRIC
 BW2204'SERVICE LINE.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2204'HEUCKS NO 1 1946, FLUSH WITH THE GROUND.
 BW2204'
 BW2204'REFERENCE MARK NO. 2 IS 92.87 FEET SSE OF THE STATION, 112
 BW2204'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 77 FEET EAST
 BW2204'OF AN 8 KV POWER LINE, 90 FEET SE OF A POWER POLE WITH TRANSFORMER,
 BW2204'42 FEET SOUTH OF A 9-INCH TWIN CEDAR, 52 FEET WEST OF THE
 BW2204'CENTER OF A GRAVEL DRIVE, 59 FEET NNE OF A 24-INCH TWIN CEDAR,
 BW2204'60.5 FEET NNE OF NE CORNER OF A VACANT BUILDING, 51 FEET
 BW2204'ENE OF AN UNDERGROUND BUTANE TANK AND 1 FOOT EAST OF A METAL
 BW2204'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BW2204'HEUCKS NO 2 1946, FLUSH WITH THE GROUND.
 BW2204'
 BW2204'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, 13 FEET EAST
 BW2204'OF THE CENTER OF A GRAVEL DRIVE, 64 FEET NORTH OF A 30-INCH
 BW2204'RED OAK, 118 FEET NNW OF A 36-INCH RED OAK, AND 119 FEET EAST
 BW2204'OF A SMALL CHERRY TREE IN A FENCE LINE.  IT IS A C AND GS
 BW2204'AZIMUTH MARK DISK, STAMPED HEUCKS 1946, FLUSH WITH THE GROUND
 BW2204'AND (VG) FROM THE STATION.
 BW2204'
 BW2204'TO REACH THE STATION FROM THE BROOKHAVEN HIGH SCHOOL LOCATED
 BW2204'AT THE EAST EDGE OF BROOKHAVEN ON U.S. HWY. 84, GO WEST ON
 BW2204'U.S. HWY. 84 FOR 0.15 MILE TO SECOND ST., TURN RIGHT AND GO
 BW2204'NORTH ON SECOND ST. FOR 0.5 MILE TO A FORK, BEAR RIGHT AND
 BW2204'GO NORTHEAST ON MAIN ST. AND OLD HIGHWAY 51 FOR 2.15 MILES TO
 BW2204'A SIDE ROAD RIGHT AT A RR CROSSING NEAR THE BROOKHAVEN AIRPORT,
 BW2204'TURN RIGHT AND GO ENE FOR 3.5 MILES TO THE HEUCKS RETREAT
 BW2204'BAPTIST CHURCH ON THE LEFT AND THE STATION ON THE RIGHT.
 BW2204'CONTINUE ENE FOR 0.25 MILE TO J.M. CRAWFORDS DRIVE ON THE
 BW2204'RIGHT, TURN RIGHT AND GO 150 YD. TO THE AZIMUTH MARK ON THE
 BW2204'LEFT.
 BW2204'
 BW2204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BW2204'NORTHEAST OF BROOKHAVEN
 BW2204
 BW2204                          STATION RECOVERY (1971)
 BW2204
 BW2204'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 (DT)
 BW2204'HEUCKS 1946-GOOD CONDITION
 BW2204'
 BW2204'HEUCKS NO 1 1946-GOOD CONDITION
 BW2204'
 BW2204'HEUCKS NO 2 1946-GOOD CONDITION
 BW2204'
 BW2204'HEUCKS 1946-GOOD CONDITION
 BW2204'
 BW2204'ALL MARKS RECOVERED AS DESCRIBED EXCEPT FOR THE HOUSE TO
 BW2204'THE EAST BEING MOVED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2409 ***********************************************************************
 BW2409  DESIGNATION -  HEZ AIRPORT BCN
 BW2409  PID         -  BW2409
 BW2409  STATE/COUNTY-  MS/ADAMS
 BW2409  USGS QUAD   -  WASHINGTON (1976)
 BW2409
 BW2409                         *CURRENT SURVEY CONTROL
 BW2409  ___________________________________________________________________
 BW2409* NAD 83(1993)-  31 36 56.27787(N)    091 17 34.52055(W)     ADJUSTED  
 BW2409* NAVD 88     -              **(meters)            **(feet)            
 BW2409  ___________________________________________________________________
 BW2409  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BW2409  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2409  HORZ ORDER  -  THIRD
 BW2409
 BW2409.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW2409
 BW2409.The horizontal coordinates were established by classical geodetic methods
 BW2409.and adjusted by the National Geodetic Survey in May 1994.
 BW2409
 BW2409
 BW2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2409
 BW2409.The geoid height was determined by GEOID03.
 BW2409
 BW2409;                    North         East     Units Scale Factor Converg.
 BW2409;SPC MS W     -   234,931.168   608,951.815   MT  1.00005220   -0 30 11.0
 BW2409;SPC MS W     -   770,770.01  1,997,869.41   sFT  1.00005220   -0 30 11.0
 BW2409;SPC LA N     -   124,333.741 1,114,523.261   MT  0.99992856   +0 38 17.5
 BW2409;SPC LA N     -   407,918.28  3,656,565.07   sFT  0.99992856   +0 38 17.5
 BW2409;UTM  15      - 3,499,097.507   661,922.498   MT  0.99992338   +0 53 42.3
 BW2409
 BW2409                          SUPERSEDED SURVEY CONTROL
 BW2409
 BW2409  NAD 83(1986)-  31 36 56.29243(N)    091 17 34.51632(W) AD(       ) 4
 BW2409  NAD 27      -  31 36 55.69700(N)    091 17 34.11800(W) AD(       ) 3
 BW2409
 BW2409.Superseded values are not recommended for survey control.
 BW2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2409.See file dsdata.txt to determine how the superseded data were derived.
 BW2409
 BW2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6192299098(NAD 83)
 BW2409_MARKER: 21 = AIRPORT BEACON
 BW2409_MARK LOGO: CGS   
 BW2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW2409+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2006
 BW2409
 BW2409  HISTORY     - Date     Condition        Report By
 BW2409  HISTORY     - 1960     FIRST OBSERVED   CGS
 BW2409  HISTORY     - 1965     GOOD             CGS
 BW2409  HISTORY     - 1969     GOOD             MSHD
 BW2409  HISTORY     - 1970     GOOD             NGS
 BW2409  HISTORY     - 1979     GOOD             NGS
 BW2409  HISTORY     - 19940630 GOOD             NGS
 BW2409  HISTORY     - 20061124 GOOD             MSSU
 BW2409  HISTORY     - 20061125 GOOD             MSSU
 BW2409
 BW2409                          STATION DESCRIPTION
 BW2409
 BW2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 BW2409'THE STATION IS LOCATED AT THE NACHEZ-ADAMS COUNTY AIRPORT--AT
 BW2409'THE SOUTH END OF AN EXTENSIVE POND.  ON LINE AND MIDWAY
 BW2409'BETWEEN THE EAST SIDES OF THE TERMINAL BUILDING AND THE HANGAR.
 BW2409'THE MARK IS THE SWIVEL OF THE BEACON ON THE TOP OF A CONVENTIONAL
 BW2409'80 FOOT STEEL TOWER.
 BW2409
 BW2409                          STATION RECOVERY (1965)
 BW2409
 BW2409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 BW2409'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2409'
 BW2409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7
 BW2409'MILES NE OD NATCHEZ
 BW2409
 BW2409                          STATION RECOVERY (1969)
 BW2409
 BW2409'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2409'THE STATION WAS VISITED 8-6-69 AND THE STATION WAS FOUND IN
 BW2409'GOOD CONDITION.
 BW2409'
 BW2409'THE STATION IS LOCATED 7.5 MILES NORTHEAST OF NATCHEZ AND
 BW2409'2.5 MILES NORTHEAST OF WASHINGTON AT THE NATCHEZ-ADAMS COUNTY
 BW2409'AIRPORT AT THE SOUTH END OF AN EXTENSIVE POND ABOUT 150 FEET
 BW2409'NORTH OF THE NORTHEAST CORNER OF THE TERMINAL BUILDING ON THE
 BW2409'NORTH SIDE OF A CONCRETE BLOCK BUILDING AND ABOUT 100 FEET
 BW2409'SOUTH OF THE SOUTHEAST CORNER OF A HANGAR.  IT IS A CROSS
 BW2409'SECTION STEEL STRUCTURE WITH A PLATFORM AND A REVOLVING LIGHT
 BW2409'ON THE FINAL.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED
 BW2409'AND WHITE, AND IS 80 FEET HIGH.
 BW2409'
 BW2409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 98,
 BW2409'84 AND 61 IN WASHINGTON GO NORTHEAST ON U.S. HIGHWAY 61 FOR
 BW2409'2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 554.  TURN LEFT
 BW2409'(NORTHWEST) AND CONTINUE ON STATE HIGHWAY 554 FOR 1.2 MILES
 BW2409'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON A PAVED
 BW2409'ROAD FOR 0.15 MILE PASSING OVER A CATTLE GUARD AND TO THE
 BW2409'RIGHT OF THE TERMINAL BUILDING AND THE BEACON ON THE RIGHT
 BW2409'AS DESCRIBED.
 BW2409
 BW2409                          STATION RECOVERY (1970)
 BW2409
 BW2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 BW2409'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2409'
 BW2409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 BW2409'7 MILES NE OF NATCHEZ
 BW2409
 BW2409                          STATION RECOVERY (1979)
 BW2409
 BW2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 BW2409'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2409'
 BW2409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 BW2409'NATCHEZ.
 BW2409
 BW2409                          STATION RECOVERY (1994)
 BW2409
 BW2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 BW2409'THE STATION IS LOCATED AT THE AIRPORT, AT THE SOUTH END OF AN
 BW2409'EXTENSIVE POND, ON LINE AND MIDWAY BETWEEN THE EAST SIDE OF THE
 BW2409'TERMINAL BUILDING AND A LARGE HANGAR.  THE MARK IS THE SWIVEL OF THE
 BW2409'BEACON ON THE TOP OF A CONVENTIONAL 80 FOOT (24.4 M) STEEL TOWER.
 BW2409'NOTE, THIS IS THE SAME LIGHT THAT WAS FORMERLY KNOWN AS AIRPORT BEACON
 BW2409'NATCHEZ-ADAMS COUNTY AIRPORT.
 BW2409
 BW2409                          STATION RECOVERY (2006)
 BW2409
 BW2409'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 BW2409'RECOVERED AS DESCRIBED
 BW2409
 BW2409                          STATION RECOVERY (2006)
 BW2409
 BW2409'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006
 BW2409'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2406 ***********************************************************************
 BW2406  DESIGNATION -  HEZ AP STA A
 BW2406  PID         -  BW2406
 BW2406  STATE/COUNTY-  MS/ADAMS
 BW2406  USGS QUAD   -  WASHINGTON (1976)
 BW2406
 BW2406                         *CURRENT SURVEY CONTROL
 BW2406  ___________________________________________________________________
 BW2406* NAD 83(1993)-  31 37 08.06686(N)    091 17 42.84875(W)     ADJUSTED  
 BW2406* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BW2406  ___________________________________________________________________
 BW2406  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BW2406  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2406  HORZ ORDER  -  THIRD
 BW2406
 BW2406.The horizontal coordinates were established by classical geodetic methods
 BW2406.and adjusted by the National Geodetic Survey in May 1994.
 BW2406
 BW2406.The orthometric height was scaled from a topographic map.
 BW2406
 BW2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2406
 BW2406.The geoid height was determined by GEOID03.
 BW2406
 BW2406;                    North         East     Units Scale Factor Converg.
 BW2406;SPC MS W     -   235,296.205   608,735.501   MT  1.00005269   -0 30 15.6
 BW2406;SPC MS W     -   771,967.63  1,997,159.72   sFT  1.00005269   -0 30 15.6
 BW2406;SPC LA N     -   124,694.352 1,114,299.747   MT  0.99992826   +0 38 13.1
 BW2406;SPC LA N     -   409,101.39  3,655,831.75   sFT  0.99992826   +0 38 13.1
 BW2406;UTM  15      - 3,499,457.110   661,697.371   MT  0.99992248   +0 53 38.2
 BW2406
 BW2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2406!SPC MS W     -   0.99999124  x   1.00005269  =   1.00004393
 BW2406!SPC LA N     -   0.99999124  x   0.99992826  =   0.99991950
 BW2406!UTM  15      -   0.99999124  x   0.99992248  =   0.99991372
 BW2406
 BW2406:                Primary Azimuth Mark                     Grid Az
 BW2406:SPC MS W     -  HEZ AIRPORT BCN                          149 20 59.5
 BW2406:SPC LA N     -  HEZ AIRPORT BCN                          148 12 30.8
 BW2406:UTM  15      -  HEZ AIRPORT BCN                          147 57 05.7
 BW2406
 BW2406|---------------------------------------------------------------------|
 BW2406| PID    Reference Object                     Distance      Geod. Az  |
 BW2406|                                                           dddmmss.s |
 BW2406| BW2409 HEZ AIRPORT BCN                     424.292 METERS 1485043.9 |
 BW2406| BW0850 AIRPORT RM 3                        APPROX. 0.7 KM 1653135.6 |
 BW2406|---------------------------------------------------------------------|
 BW2406
 BW2406                          SUPERSEDED SURVEY CONTROL
 BW2406
 BW2406  NAD 83(1986)-  31 37 08.08139(N)    091 17 42.84448(W) AD(       ) 3
 BW2406  NAD 27      -  31 37 07.48600(N)    091 17 42.44600(W) AD(       ) 3
 BW2406
 BW2406.Superseded values are not recommended for survey control.
 BW2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2406.See file dsdata.txt to determine how the superseded data were derived.
 BW2406
 BW2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6169799457(NAD 83)
 BW2406_MARKER: DT = TOPOGRAPHIC STATION DISK
 BW2406_SETTING: 0 = UNSPECIFIED SETTING
 BW2406_STAMPING: AP 1960 STA A
 BW2406_MARK LOGO: CGS   
 BW2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2406
 BW2406  HISTORY     - Date     Condition        Report By
 BW2406  HISTORY     - 1960     MONUMENTED       CGS
 BW2406  HISTORY     - 1965     GOOD             CGS
 BW2406  HISTORY     - 1970     GOOD             NGS
 BW2406  HISTORY     - 1979     GOOD             NGS
 BW2406  HISTORY     - 19860101 MARK NOT FOUND   NGS
 BW2406
 BW2406                          STATION DESCRIPTION
 BW2406
 BW2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 BW2406'THE STATION IS LOCATED AT THE NATCHEZ-ADAMS COUNTY AIRPORT--
 BW2406'AT THE INTERSECTION OF THE NORTH EDGE OF RUNWAY 5-23 AND THE
 BW2406'EAST EDGE OF RUNWAY 17-35.  THE MARK IS A STANDARD TOPOGRAPHIC
 BW2406'STATION DISK, STAMPED AP 1960 STA A, SET IN CEMENT FLUSH WITH
 BW2406'THE SURFACE OF THE ASPHALT RUNWAY.
 BW2406
 BW2406                          STATION RECOVERY (1965)
 BW2406
 BW2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 BW2406'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2406'
 BW2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7 MILES
 BW2406'NE OF NATCHEZ
 BW2406
 BW2406                          STATION RECOVERY (1970)
 BW2406
 BW2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 BW2406'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2406'
 BW2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 BW2406'7 MILES NE OF NATCHEZ
 BW2406
 BW2406                          STATION RECOVERY (1979)
 BW2406
 BW2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 BW2406'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2406'
 BW2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 BW2406'NATCHEZ.
 BW2406
 BW2406                          STATION RECOVERY (1986)
 BW2406
 BW2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAH)
 BW2406'THE STATION IS LOCATED AT THE NATCHEZ ADAMS COUNTY AIRPORT, AT THE
 BW2406'INTERSECTION OF THE N EDGE OF CLOSED RUNWAY 5-23 AND THE E EDGE OF
 BW2406'RUNWAY 17-35.  THE MARK IS A STANDARD TOPOGRAPHIC STATION DISK,
 BW2406'STAMPED AP 1960 STA A, SET IN CEMENT FLUSH WITH THE SURFACE OF THE
 BW2406'ASPHALT RUNWAY.  NOTE-1986-RUNWAY 17-35 HAS RECEIVED A POROUS FRICTION
 BW2406'COAT AND THE DISK IS NO LONGER VISIBLE.  PROBABLY STILL EXISTS UNDER
 BW2406'THE SLURRY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5341 ***********************************************************************
 AA5341  SACS        -  This is a Secondary Airport Control Station.
 AA5341  DESIGNATION -  HEZ AP STA A2
 AA5341  PID         -  AA5341
 AA5341  STATE/COUNTY-  MS/ADAMS
 AA5341  USGS QUAD   -  WASHINGTON (1976)
 AA5341
 AA5341                         *CURRENT SURVEY CONTROL
 AA5341  ___________________________________________________________________
 AA5341* NAD 83(2007)-  31 37 09.58483(N)    091 17 41.94557(W)     ADJUSTED  
 AA5341* NAVD 88     -        81.53   (meters)     267.5    (feet)  LEVELING  
 AA5341  ___________________________________________________________________
 AA5341  EPOCH DATE  -        2002.00
 AA5341  X           -    -122,860.656 (meters)                     COMP
 AA5341  Y           -  -5,434,965.672 (meters)                     COMP
 AA5341  Z           -   3,324,590.164 (meters)                     COMP
 AA5341  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA5341  ELLIP HEIGHT-          55.274 (meters)          (02/10/07) ADJUSTED
 AA5341  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AA5341
 AA5341  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5341  Type    PID    Designation                      North   East  Ellip
 AA5341  -------------------------------------------------------------------
 AA5341  NETWORK AA5341 HEZ AP STA A2                     1.08   0.96   3.08
 AA5341  -------------------------------------------------------------------
 AA5341  VERT ORDER  -  THIRD ?
 AA5341
 AA5341.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 AA5341
 AA5341.The horizontal coordinates were established by GPS observations
 AA5341.and adjusted by the National Geodetic Survey in February 2007.
 AA5341
 AA5341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5341.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5341.The horizontal coordinates are valid at the epoch date displayed above.
 AA5341.The epoch date for horizontal control is a decimal equivalence
 AA5341.of Year/Month/Day.
 AA5341
 AA5341.The orthometric height was determined by differential leveling.
 AA5341.The vertical network tie was performed by a horz. field party for horz.
 AA5341.obs reductions. Reset procedures were used to establish the elevation.
 AA5341
 AA5341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5341
 AA5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5341
 AA5341.The ellipsoidal height was determined by GPS observations
 AA5341.and is referenced to NAD 83.
 AA5341
 AA5341.The geoid height was determined by GEOID03.
 AA5341
 AA5341;                    North         East     Units Scale Factor Converg.
 AA5341;SPC MS W     -   235,342.749   608,759.717   MT  1.00005264   -0 30 15.1
 AA5341;SPC MS W     -   772,120.34  1,997,239.17   sFT  1.00005264   -0 30 15.1
 AA5341;UTM  15      - 3,499,504.225   661,720.441   MT  0.99992257   +0 53 38.7
 AA5341
 AA5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5341!SPC MS W     -   0.99999132  x   1.00005264  =   1.00004396
 AA5341!UTM  15      -   0.99999132  x   0.99992257  =   0.99991389
 AA5341
 AA5341:                Primary Azimuth Mark                     Grid Az
 AA5341:SPC MS W     -  HEZ C                                    250 55 53.1
 AA5341:UTM  15      -  HEZ C                                    249 31 59.3
 AA5341
 AA5341|---------------------------------------------------------------------|
 AA5341| PID    Reference Object                     Distance      Geod. Az  |
 AA5341|                                                           dddmmss.s |
 AA5341| AA5340 HEZ C                               469.198 METERS 2502538.0 |
 AA5341|---------------------------------------------------------------------|
 AA5341
 AA5341                          SUPERSEDED SURVEY CONTROL
 AA5341
 AA5341  ELLIP H (04/15/02)   55.239  (m)                       GP(       ) 4 1
 AA5341  NAD 83(1993)-  31 37 09.58420(N)    091 17 41.94458(W) AD(       ) 1
 AA5341  ELLIP H (05/22/95)   55.389  (m)                       GP(       ) 3 2
 AA5341  NGVD 29 (05/22/95)   81.54   (m)          267.5    (f) LEVELING    3  
 AA5341
 AA5341.Superseded values are not recommended for survey control.
 AA5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5341.See file dsdata.txt to determine how the superseded data were derived.
 AA5341
 AA5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6172099504(NAD 83)
 AA5341_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5341_SP_SET: CONCRETE POST
 AA5341_STAMPING: AP 1965 STA A2
 AA5341_MARK LOGO: CGS   
 AA5341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5341+STABILITY: SURFACE MOTION
 AA5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5341+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2008
 AA5341
 AA5341  HISTORY     - Date     Condition        Report By
 AA5341  HISTORY     - 1965     MONUMENTED       CGS
 AA5341  HISTORY     - 19940202 GOOD             NOS
 AA5341  HISTORY     - 19940630 GOOD             NGS
 AA5341  HISTORY     - 20081103 GOOD             INDIV
 AA5341
 AA5341                          STATION DESCRIPTION
 AA5341
 AA5341'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA5341'THE STATION IS LOCATED AT THE NATCHEZ AIRPORT NEAR THE INTERSECTION OF
 AA5341'RUNWAYS 17-35 AND 13-31.  TO REACH THE STATION CONTACT THE AIRPORT
 AA5341'MANAGER FOR ACCESS TO THE CONTROLED AREAS OF THE FIELD.  IT IS 266.3
 AA5341'FT (81.2 M) SE OF THE CL END OF RWY END 17, 197.0 FT (60.0 M) NW OF
 AA5341'THE CL END OF RUNWAY END 23, 150.0 FT (45.7 M) EAST OF CL OF RUNWAY
 AA5341'17-35, 89.4 FT (27.2 M) SE OF THE FIRST RUNWAY LIGHT SOUTH OF RUNWAY
 AA5341'END 17 ON THE EAST SIDE OF THE RUNWAY, AND 14.9 FT (4.5 M) EAST OF THE
 AA5341'CENTER OF A DRAIN.  IT IS A STANDARD TOPO DISK SET IN A CONCRETE POST
 AA5341'FLUSH WITH THE GROUND AND STAMPED ---AP 1965 STA A2---.
 AA5341
 AA5341                          STATION RECOVERY (1994)
 AA5341
 AA5341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA5341'THE STATION IS LOCATED NEAR THE INTERSECTION OF RUNWAYS 17-35 AND
 AA5341'13-31.  IT IS 266.3 FT (81.2 M) SE OF THE CL END OF RWY END 17, 197.0
 AA5341'FEET (60.0 M) NW OF THE CL END OF RUNWAY END 23, 150.0 FEET (45.7 M) E
 AA5341'OF CENTERLINE OF RUNWAY 17-35, 89.4 FEET (27.2 M) SE OF THE FIRST
 AA5341'RUNWAY LIGHT S OF RUNWAY END 17 ON THE EAST SIDE OF THE RUNWAY AND
 AA5341'14.9 FEET (4.5 M) E OF THE CENTER OF A DRAIN.  IT IS A STANDARD TOPO
 AA5341'DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP 1965
 AA5341'STA A2.
 AA5341
 AA5341                          STATION RECOVERY (2008)
 AA5341
 AA5341'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (KD)
 AA5341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0849 ***********************************************************************
 BW0849  DESIGNATION -  HEZ AP STA B
 BW0849  PID         -  BW0849
 BW0849  STATE/COUNTY-  MS/ADAMS
 BW0849  USGS QUAD   -  WASHINGTON (1976)
 BW0849
 BW0849                         *CURRENT SURVEY CONTROL
 BW0849  ___________________________________________________________________
 BW0849* NAD 83(1993)-  31 36 39.04844(N)    091 17 43.34959(W)     ADJUSTED  
 BW0849* NAVD 88     -        82.58   (+/-2cm)     270.9    (feet)  VERTCON   
 BW0849  ___________________________________________________________________
 BW0849  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BW0849  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW0849  HORZ ORDER  -  THIRD
 BW0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0849
 BW0849.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW0849
 BW0849.The horizontal coordinates were established by classical geodetic methods
 BW0849.and adjusted by the National Geodetic Survey in May 1994.
 BW0849
 BW0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0849.The vertical order pertains to the NGVD 29 superseded value.
 BW0849
 BW0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0849
 BW0849.The geoid height was determined by GEOID03.
 BW0849
 BW0849;                    North         East     Units Scale Factor Converg.
 BW0849;SPC MS W     -   234,402.540   608,714.433   MT  1.00005274   -0 30 15.4
 BW0849;SPC MS W     -   769,035.67  1,997,090.60   sFT  1.00005274   -0 30 15.4
 BW0849;SPC LA N     -   123,800.556 1,114,296.483   MT  0.99992900   +0 38 12.8
 BW0849;SPC LA N     -   406,168.99  3,655,821.04   sFT  0.99992900   +0 38 12.8
 BW0849;UTM  15      - 3,498,563.314   661,698.114   MT  0.99992248   +0 53 37.2
 BW0849
 BW0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0849!SPC MS W     -   0.99999115  x   1.00005274  =   1.00004389
 BW0849!SPC LA N     -   0.99999115  x   0.99992900  =   0.99992015
 BW0849!UTM  15      -   0.99999115  x   0.99992248  =   0.99991363
 BW0849
 BW0849:                Primary Azimuth Mark                     Grid Az
 BW0849:SPC MS W     -  HEZ AIRPORT BCN                          024 10 57.0
 BW0849:SPC LA N     -  HEZ AIRPORT BCN                          023 02 28.8
 BW0849:UTM  15      -  HEZ AIRPORT BCN                          022 47 04.4
 BW0849
 BW0849|---------------------------------------------------------------------|
 BW0849| PID    Reference Object                     Distance      Geod. Az  |
 BW0849|                                                           dddmmss.s |
 BW0849| BW2409 HEZ AIRPORT BCN                     APPROX. 0.6 KM 0234041.6 |
 BW0849| BW0850 AIRPORT RM 3                        266.912 METERS 04745     |
 BW0849| BW2408 HEZ AP STA C                        APPROX. 0.8 KM 3161853.6 |
 BW0849| BW2410 HEZ ARP                             APPROX. 0.5 KM 3213236.3 |
 BW0849|---------------------------------------------------------------------|
 BW0849
 BW0849                          SUPERSEDED SURVEY CONTROL
 BW0849
 BW0849  NAD 83(1986)-  31 36 39.06296(N)    091 17 43.34533(W) AD(       ) 3
 BW0849  NAD 27      -  31 36 38.46700(N)    091 17 42.94700(W) AD(       ) 3
 BW0849  NGVD 29 (??/??/92)   82.583  (m)          270.94   (f) ADJ UNCH    2 0
 BW0849
 BW0849.Superseded values are not recommended for survey control.
 BW0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0849.See file dsdata.txt to determine how the superseded data were derived.
 BW0849
 BW0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6169898563(NAD 83)
 BW0849_MARKER: DT = TOPOGRAPHIC STATION DISK
 BW0849_SETTING: 0 = UNSPECIFIED SETTING
 BW0849_STAMPING: AP 1960 STA B
 BW0849_MARK LOGO: CGS   
 BW0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0849
 BW0849  HISTORY     - Date     Condition        Report By
 BW0849  HISTORY     - 1960     MONUMENTED       CGS
 BW0849  HISTORY     - 1965     GOOD             CGS
 BW0849  HISTORY     - 1969     GOOD             MSHD
 BW0849  HISTORY     - 1970     GOOD             NGS
 BW0849  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW0849
 BW0849                          STATION DESCRIPTION
 BW0849
 BW0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 BW0849'THE STATION IS LOCATED AT THE NATCHEZ-ADAMS COUNTY AIRPORT--
 BW0849'AT THE INTERSECTION OF THE SOUTH EDGE OF RUNWAY 13-31 AND
 BW0849'THE EAST EDGE OF RUNWAY 17-35.  THE MARK IS A STANDARD TOPOGRAPHIC
 BW0849'STATION DISK STAMPED, AP 1960 STA B, SET IN CEMENT IN THE
 BW0849'ASPHALT RUNWAY.
 BW0849
 BW0849                          STATION RECOVERY (1965)
 BW0849
 BW0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 BW0849'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW0849'
 BW0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7
 BW0849'MILES NE OF NATCHEZ
 BW0849
 BW0849                          STATION RECOVERY (1969)
 BW0849
 BW0849'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0849'7.1 MI NE FROM NATCHEZ.
 BW0849'THE MARK IS LOCATED 7.1 MILES NORTHEAST OF NATCHEZ IN THE SOUTHEAST
 BW0849'ANGLE OF THE INTERSECTION OF RUNWAY 17-35 AND 13-31 AT THE
 BW0849'NATCHEZ-ADAMS COUNTY AIRPORT, 0.3 MILE SOUTHWEST OF THE TERMINAL
 BW0849'BUILDING.  IT IS 76 FEET EAST OF THE CENTER OF RUNWAY 17-35, 76 FEET
 BW0849'SOUTHWEST OF THE CENTER OF RUNWAY 13-31, SET IN A DRILL HOLE IN CEMENT
 BW0849'IN THE ASPHALT RUNWAY AND IS ABOUT LEVEL WITH THE RUNWAY. NOTE-- TO
 BW0849'REACH FROM JUNCTION OF U.S. HIGHWAYS 98, 84 AND 61 IN WASHINGTON GO
 BW0849'NORTHEAST ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE JUNCTION OF STATE
 BW0849'HIGHWAY 554.  TURN LEFT (NORTHWEST) AND CONTINUE ON STATE HIGHWAY 554
 BW0849'FOR 1.2 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON A
 BW0849'PAVED ROAD FOR 0.15 MILE TO THE AIRPORT TERMINAL JUST BEYOND A CATTLE
 BW0849'GUARD.  TO REACH THE MARK FROM THE WEST SIDE OF THE TERMINAL GO SOUTH
 BW0849'ON A TAXI STRIP FOR 0.3 MILE TO THE INTERSECTION OF RUNWAY 13-31. TURN
 BW0849'RIGHT (NORTHWEST) AND CONTINUE ON RUNWAY 13-31 FOR 250 FEET TO THE
 BW0849'INTERSECTION OF RUNWAY 17-35 AND THE MARK ON THE LEFT AS DESCRIBED.
 BW0849
 BW0849                          STATION RECOVERY (1970)
 BW0849
 BW0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 BW0849'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW0849'
 BW0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 BW0849'7 MILES NE OF NATCHEZ
 BW0849
 BW0849                          STATION RECOVERY (1979)
 BW0849
 BW0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 BW0849'THIS STATION WAS PAVED OVER DURING A RUNWAY OVERLAY PROJECT.
 BW0849'
 BW0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 BW0849'NATCHEZ.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5342 ***********************************************************************
 AA5342  SACS        -  This is a Secondary Airport Control Station.
 AA5342  DESIGNATION -  HEZ AP STA B2
 AA5342  PID         -  AA5342
 AA5342  STATE/COUNTY-  MS/ADAMS
 AA5342  USGS QUAD   -  WASHINGTON (1976)
 AA5342
 AA5342                         *CURRENT SURVEY CONTROL
 AA5342  ___________________________________________________________________
 AA5342* NAD 83(2007)-  31 36 37.05217(N)    091 17 42.51769(W)     ADJUSTED  
 AA5342* NAVD 88     -        82.39   (meters)     270.3    (feet)  GPS OBS   
 AA5342  ___________________________________________________________________
 AA5342  EPOCH DATE  -        2002.00
 AA5342  X           -    -122,887.620 (meters)                     COMP
 AA5342  Y           -  -5,435,491.188 (meters)                     COMP
 AA5342  Z           -   3,323,737.305 (meters)                     COMP
 AA5342  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA5342  ELLIP HEIGHT-          56.130 (meters)          (02/10/07) ADJUSTED
 AA5342  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AA5342
 AA5342  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5342  Type    PID    Designation                      North   East  Ellip
 AA5342  -------------------------------------------------------------------
 AA5342  NETWORK AA5342 HEZ AP STA B2                     1.16   0.96   3.00
 AA5342  -------------------------------------------------------------------
 AA5342
 AA5342.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 AA5342
 AA5342.The horizontal coordinates were established by GPS observations
 AA5342.and adjusted by the National Geodetic Survey in February 2007.
 AA5342
 AA5342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5342.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5342.The horizontal coordinates are valid at the epoch date displayed above.
 AA5342.The epoch date for horizontal control is a decimal equivalence
 AA5342.of Year/Month/Day.
 AA5342
 AA5342.The orthometric height was determined by GPS observations and a
 AA5342.high-resolution geoid model.
 AA5342
 AA5342.GPS derived orthometric heights for airport stations designated as
 AA5342.PACS or SACS are published to 2 decimal places.  This maintains
 AA5342.centimeter relative accuracy between the PACS and SACS.  It does
 AA5342.not indicate centimeter accuracy relative to other marks which are
 AA5342.part of the NAVD 88 network.
 AA5342
 AA5342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5342
 AA5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5342
 AA5342.The ellipsoidal height was determined by GPS observations
 AA5342.and is referenced to NAD 83.
 AA5342
 AA5342.The geoid height was determined by GEOID03.
 AA5342
 AA5342;                    North         East     Units Scale Factor Converg.
 AA5342;SPC MS W     -   234,340.861   608,735.820   MT  1.00005269   -0 30 15.0
 AA5342;SPC MS W     -   768,833.31  1,997,160.77   sFT  1.00005269   -0 30 15.0
 AA5342;UTM  15      - 3,498,502.183   661,720.996   MT  0.99992257   +0 53 37.6
 AA5342
 AA5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5342!SPC MS W     -   0.99999119  x   1.00005269  =   1.00004388
 AA5342!UTM  15      -   0.99999119  x   0.99992257  =   0.99991376
 AA5342
 AA5342                          SUPERSEDED SURVEY CONTROL
 AA5342
 AA5342  ELLIP H (04/15/02)   56.096  (m)                       GP(       ) 4 1
 AA5342  NAD 83(1993)-  31 36 37.05153(N)    091 17 42.51666(W) AD(       ) 1
 AA5342  ELLIP H (05/22/95)   56.249  (m)                       GP(       ) 3 2
 AA5342  NGVD 29 (05/22/95)   82.31   (m)          270.0    (f) LEVELING    3  
 AA5342
 AA5342.Superseded values are not recommended for survey control.
 AA5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5342.See file dsdata.txt to determine how the superseded data were derived.
 AA5342
 AA5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6172198502(NAD 83)
 AA5342_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5342_SP_SET: CONCRETE POST
 AA5342_STAMPING: AP 1965 STA B2
 AA5342_MARK LOGO: CGS   
 AA5342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5342+STABILITY: SURFACE MOTION
 AA5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5342+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1994
 AA5342
 AA5342  HISTORY     - Date     Condition        Report By
 AA5342  HISTORY     - 1965     MONUMENTED       CGS
 AA5342  HISTORY     - 19940202 GOOD             NOS
 AA5342  HISTORY     - 19940630 GOOD             NGS
 AA5342
 AA5342                          STATION DESCRIPTION
 AA5342
 AA5342'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA5342'THE STATION IS LOCATED AT THE NATCHEZ AIRPORT NEAR THE INTERSECTION OF
 AA5342'RUNWAYS 13-31 AND 17-35.  TO REACH THE STATION CONTACT THE AIRPORT
 AA5342'MANAGER FOR ACCESS TO THE CONTROLED AREAS OF THE AIRFIELD.  IT IS
 AA5342'163.45 FT (49.82 M) SW OF THE CENTERLINE OF RWY 13-31, 150.0 FT (45.7
 AA5342'M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 147.0 FT (44.8 M) SE OF THE
 AA5342'FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION AND 111.2 FT (33.9 M) NE
 AA5342'OF THE SECOND RUNWAY LIGHT. IT IS A STANDARD TOPO DISK SET IN A
 AA5342'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED ---AP 1965 STA B2---.
 AA5342
 AA5342                          STATION RECOVERY (1994)
 AA5342
 AA5342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA5342'THE STATION IS LOCATED NEAR THE INTERSECTION OF RUNWAYS 13-31 AND
 AA5342'17-35.  IT IS 163.45 FT (49.82 M) SW OF THE CENTERLINE OF RWY 13-31,
 AA5342'150.0 FT (45.7 M) E OF THE CENTERLINE OF RUNWAY 17-35, 147.0 FT (44.8
 AA5342'M) SE OF THE FIRST RUNWAY LIGHT S OF THE INTERSECTION AND 111.2 FT
 AA5342'(33.9 M) NE OF THE SECOND RUNWAY LIGHT.  IT IS A STANDARD TOPO DISK
 AA5342'SET IN A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP 1965 STA
 AA5342'B2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2408 ***********************************************************************
 BW2408  DESIGNATION -  HEZ AP STA C
 BW2408  PID         -  BW2408
 BW2408  STATE/COUNTY-  MS/ADAMS
 BW2408  USGS QUAD   -  WASHINGTON (1976)
 BW2408
 BW2408                         *CURRENT SURVEY CONTROL
 BW2408  ___________________________________________________________________
 BW2408* NAD 83(1993)-  31 36 56.84227(N)    091 18 03.21032(W)     ADJUSTED  
 BW2408* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BW2408  ___________________________________________________________________
 BW2408  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BW2408  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW2408  HORZ ORDER  -  THIRD
 BW2408
 BW2408.The horizontal coordinates were established by classical geodetic methods
 BW2408.and adjusted by the National Geodetic Survey in May 1994.
 BW2408
 BW2408.The orthometric height was scaled from a topographic map.
 BW2408
 BW2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2408
 BW2408.The geoid height was determined by GEOID03.
 BW2408
 BW2408;                    North         East     Units Scale Factor Converg.
 BW2408;SPC MS W     -   234,955.219   608,195.781   MT  1.00005391   -0 30 26.1
 BW2408;SPC MS W     -   770,848.91  1,995,388.99   sFT  1.00005391   -0 30 26.1
 BW2408;SPC LA N     -   124,342.728 1,113,766.993   MT  0.99992854   +0 38 02.3
 BW2408;SPC LA N     -   407,947.77  3,654,083.88   sFT  0.99992854   +0 38 02.3
 BW2408;UTM  15      - 3,499,103.103   661,166.202   MT  0.99992036   +0 53 27.2
 BW2408
 BW2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2408!SPC MS W     -   0.99999124  x   1.00005391  =   1.00004515
 BW2408!SPC LA N     -   0.99999124  x   0.99992854  =   0.99991978
 BW2408!UTM  15      -   0.99999124  x   0.99992036  =   0.99991160
 BW2408
 BW2408                          SUPERSEDED SURVEY CONTROL
 BW2408
 BW2408  NAD 83(1986)-  31 36 56.85684(N)    091 18 03.20632(W) AD(       ) 3
 BW2408  NAD 27      -  31 36 56.26100(N)    091 18 02.80700(W) AD(       ) 3
 BW2408
 BW2408.Superseded values are not recommended for survey control.
 BW2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2408.See file dsdata.txt to determine how the superseded data were derived.
 BW2408
 BW2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6116699103(NAD 83)
 BW2408_MARKER: S = SPIKE
 BW2408_SETTING: 0 = UNSPECIFIED SETTING
 BW2408_MARK LOGO: CGS   
 BW2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2408
 BW2408  HISTORY     - Date     Condition        Report By
 BW2408  HISTORY     - 1960     MONUMENTED       CGS
 BW2408  HISTORY     - 1965     GOOD             CGS
 BW2408  HISTORY     - 1970     GOOD             NGS
 BW2408  HISTORY     - 1979     MARK NOT FOUND   NGS
 BW2408
 BW2408                          STATION DESCRIPTION
 BW2408
 BW2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 BW2408'STATION IS LOCATED ON THE NATCHEZ-ADAMS COUNTY AIRPORT AT THE
 BW2408'INTERSECTION OF THE NORTH EDGE OF THE NORTHEAST-SOUTHWEST
 BW2408'RUNWAY AND THE WEST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY.
 BW2408'MARK IS A RAILROAD SPIKE, CENTER PUNCHED, DRIVEN FLUSH WITH
 BW2408'THE SURFACE OF THE RUNWAYS.
 BW2408
 BW2408                          STATION RECOVERY (1965)
 BW2408
 BW2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 BW2408'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2408'
 BW2408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7
 BW2408'MILES NE OF NATCHEZ.
 BW2408
 BW2408                          STATION RECOVERY (1970)
 BW2408
 BW2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 BW2408'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2408'
 BW2408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 BW2408'7 MILES NE OF NATCHEZ
 BW2408
 BW2408                          STATION RECOVERY (1979)
 BW2408
 BW2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 BW2408'THIS STATION WAS PAVED OVER DURING A RUNWAY OVERLAY PROJECT.
 BW2408'
 BW2408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 BW2408'NATCHEZ.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2410 ***********************************************************************
 BW2410  DESIGNATION -  HEZ ARP
 BW2410  PID         -  BW2410
 BW2410  STATE/COUNTY-  MS/ADAMS
 BW2410  USGS QUAD   -  WASHINGTON (1976)
 BW2410
 BW2410                         *CURRENT SURVEY CONTROL
 BW2410  ___________________________________________________________________
 BW2410* NAD 83(1993)-  31 36 51.80583(N)    091 17 55.18943(W)     ADJUSTED  
 BW2410* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 BW2410  ___________________________________________________________________
 BW2410  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BW2410  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BW2410  HORZ ORDER  -  THIRD
 BW2410
 BW2410.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 BW2410
 BW2410.The horizontal coordinates were established by classical geodetic methods
 BW2410.and adjusted by the National Geodetic Survey in May 1994.
 BW2410
 BW2410.The orthometric height was scaled from a topographic map.
 BW2410
 BW2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2410
 BW2410.The geoid height was determined by GEOID03.
 BW2410
 BW2410;                    North         East     Units Scale Factor Converg.
 BW2410;SPC MS W     -   234,798.225   608,405.821   MT  1.00005343   -0 30 21.8
 BW2410;SPC MS W     -   770,333.84  1,996,078.10   sFT  1.00005343   -0 30 21.8
 BW2410;SPC LA N     -   124,189.968 1,113,980.090   MT  0.99992867   +0 38 06.5
 BW2410;SPC LA N     -   407,446.59  3,654,783.01   sFT  0.99992867   +0 38 06.5
 BW2410;UTM  15      - 3,498,951.301   661,379.981   MT  0.99992122   +0 53 31.3
 BW2410
 BW2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2410!SPC MS W     -   0.99999108  x   1.00005343  =   1.00004451
 BW2410!SPC LA N     -   0.99999108  x   0.99992867  =   0.99991975
 BW2410!UTM  15      -   0.99999108  x   0.99992122  =   0.99991230
 BW2410
 BW2410:                Primary Azimuth Mark                     Grid Az
 BW2410:SPC MS W     -  HEZ AP STA A                             033 30 21.6
 BW2410:SPC LA N     -  HEZ AP STA A                             032 21 53.3
 BW2410:UTM  15      -  HEZ AP STA A                             032 06 28.5
 BW2410
 BW2410|---------------------------------------------------------------------|
 BW2410| PID    Reference Object                     Distance      Geod. Az  |
 BW2410|                                                           dddmmss.s |
 BW2410| BW2406 HEZ AP STA A                        APPROX. 0.6 KM 0325959.8 |
 BW2410| BW0849 HEZ AP STA B                        APPROX. 0.5 KM 1413230.1 |
 BW2410| BW2408 HEZ AP STA C                        262.214 METERS 30616     |
 BW2410|---------------------------------------------------------------------|
 BW2410
 BW2410                          SUPERSEDED SURVEY CONTROL
 BW2410
 BW2410  NAD 83(1986)-  31 36 51.82018(N)    091 17 55.18505(W) AD(       ) 3
 BW2410  NAD 27      -  31 36 51.22500(N)    091 17 54.78700(W) AD(       ) 3
 BW2410
 BW2410.Superseded values are not recommended for survey control.
 BW2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2410.See file dsdata.txt to determine how the superseded data were derived.
 BW2410
 BW2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6138098951(NAD 83)
 BW2410_MARKER: DT = TOPOGRAPHIC STATION DISK
 BW2410_SETTING: 0 = UNSPECIFIED SETTING
 BW2410_STAMPING: ARP 1960
 BW2410_MARK LOGO: CGS   
 BW2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW2410
 BW2410  HISTORY     - Date     Condition        Report By
 BW2410  HISTORY     - 1960     MONUMENTED       CGS
 BW2410  HISTORY     - 1965     GOOD             CGS
 BW2410  HISTORY     - 1970     GOOD             NGS
 BW2410
 BW2410                          STATION DESCRIPTION
 BW2410
 BW2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (VES)
 BW2410'THE STATION IS LOCATED AT THE NATCHEZ-ADAMS COUNTY AIRPORT--
 BW2410'NEAR THE INTERSECTION OF RUNWAYS 13-31 AND 5-23.  ON THE
 BW2410'NORTH EDGE OF 13-31.  180 FEET SOUTHEAST OF THE PROJECTION OF
 BW2410'THE EAST EDGE OF A TAXIWAY.  1/2 FOOT INSIDE THE EDGE OF THE
 BW2410'RUNWAY.  THE MARK IS A STANDARD TOPOGRAPHIC DISK, STAMPED
 BW2410'ARP 1960, SET IN CEMENT FLUSH WITH THE ASPHALT RUNWAY.
 BW2410
 BW2410                          STATION RECOVERY (1965)
 BW2410
 BW2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 BW2410'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2410'
 BW2410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7
 BW2410'MILES NE OF NATCHEZ.
 BW2410
 BW2410                          STATION RECOVERY (1970)
 BW2410
 BW2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 BW2410'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BW2410'
 BW2410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 BW2410'7 MILES NE OF NATCHEZ
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA5340 ***********************************************************************
 AA5340  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5340  CBN         -  This is a Cooperative Base Network Control Station.
 AA5340  PACS        -  This is a Primary Airport Control Station.
 AA5340  DESIGNATION -  HEZ C
 AA5340  PID         -  AA5340
 AA5340  STATE/COUNTY-  MS/ADAMS
 AA5340  USGS QUAD   -  WASHINGTON (1976)
 AA5340
 AA5340                         *CURRENT SURVEY CONTROL
 AA5340  ___________________________________________________________________
 AA5340* NAD 83(2007)-  31 37 04.48118(N)    091 17 58.71900(W)     ADJUSTED  
 AA5340* NAVD 88     -        85.22   (meters)     279.6    (feet)  GPS OBS   
 AA5340  ___________________________________________________________________
 AA5340  EPOCH DATE  -        2002.00
 AA5340  X           -    -123,304.569 (meters)                     COMP
 AA5340  Y           -  -5,435,041.258 (meters)                     COMP
 AA5340  Z           -   3,324,458.279 (meters)                     COMP
 AA5340  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA5340  ELLIP HEIGHT-          59.040 (meters)          (02/10/07) ADJUSTED
 AA5340  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AA5340
 AA5340  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5340  Type    PID    Designation                      North   East  Ellip
 AA5340  -------------------------------------------------------------------
 AA5340  NETWORK AA5340 HEZ C                             0.51   0.43   0.96
 AA5340  -------------------------------------------------------------------
 AA5340
 AA5340.This mark is at Hardy-Anders Field Natchez Airport (HEZ)
 AA5340
 AA5340.The horizontal coordinates were established by GPS observations
 AA5340.and adjusted by the National Geodetic Survey in February 2007.
 AA5340
 AA5340.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5340.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5340.The horizontal coordinates are valid at the epoch date displayed above.
 AA5340.The epoch date for horizontal control is a decimal equivalence
 AA5340.of Year/Month/Day.
 AA5340
 AA5340.The orthometric height was determined by GPS observations and a
 AA5340.high-resolution geoid model.
 AA5340
 AA5340.GPS derived orthometric heights for airport stations designated as
 AA5340.PACS or SACS are published to 2 decimal places.  This maintains
 AA5340.centimeter relative accuracy between the PACS and SACS.  It does
 AA5340.not indicate centimeter accuracy relative to other marks which are
 AA5340.part of the NAVD 88 network.
 AA5340
 AA5340.Photographs are available for this station.
 AA5340
 AA5340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5340
 AA5340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5340
 AA5340.The ellipsoidal height was determined by GPS observations
 AA5340.and is referenced to NAD 83.
 AA5340
 AA5340.The geoid height was determined by GEOID03.
 AA5340
 AA5340;                    North         East     Units Scale Factor Converg.
 AA5340;SPC MS W     -   235,189.454   608,316.241   MT  1.00005364   -0 30 23.9
 AA5340;SPC MS W     -   771,617.40  1,995,784.20   sFT  1.00005364   -0 30 23.9
 AA5340;UTM  15      - 3,499,340.176   661,280.895   MT  0.99992082   +0 53 29.8
 AA5340
 AA5340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5340!SPC MS W     -   0.99999073  x   1.00005364  =   1.00004437
 AA5340!UTM  15      -   0.99999073  x   0.99992082  =   0.99991155
 AA5340
 AA5340:                Primary Azimuth Mark                     Grid Az
 AA5340:SPC MS W     -  HEZ AP STA A2                            070 55 53.1
 AA5340:UTM  15      -  HEZ AP STA A2                            069 31 59.4
 AA5340
 AA5340|---------------------------------------------------------------------|
 AA5340| PID    Reference Object                     Distance      Geod. Az  |
 AA5340|                                                           dddmmss.s |
 AA5340| AA5341 HEZ AP STA A2                       469.198 METERS 0702529.2 |
 AA5340|---------------------------------------------------------------------|
 AA5340
 AA5340                          SUPERSEDED SURVEY CONTROL
 AA5340
 AA5340  NAD 83(1993)-  31 37 04.48131(N)    091 17 58.71893(W) AD(       ) B
 AA5340  ELLIP H (06/28/04)   59.041  (m)                       GP(       ) 4 2
 AA5340  ELLIP H (11/18/03)   59.055  (m)                       GP(       ) 4 1
 AA5340  ELLIP H (04/15/02)   59.005  (m)                       GP(       ) 4 2
 AA5340  ELLIP H (02/15/02)   59.005  (m)                       GP(       ) 4 1
 AA5340  NAD 83(1993)-  31 37 04.48052(N)    091 17 58.71795(W) AD(       ) B
 AA5340  ELLIP H (05/22/95)   59.160  (m)                       GP(       ) 3 2
 AA5340  NAVD 88 (08/20/99)   85.30   (m)          279.9    (f) LEVELING    3  
 AA5340  NGVD 29 (05/22/95)   85.30   (m)          279.9    (f) LEVELING    3  
 AA5340
 AA5340.Superseded values are not recommended for survey control.
 AA5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5340.See file dsdata.txt to determine how the superseded data were derived.
 AA5340
 AA5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6128199340(NAD 83)
 AA5340_MARKER: DD = SURVEY DISK
 AA5340_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA5340_SP_SET: CONCRETE POST
 AA5340_STAMPING: HEZ C 1994
 AA5340_MARK LOGO: NOS   
 AA5340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5340+STABILITY: SURFACE MOTION
 AA5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5340+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2008
 AA5340
 AA5340  HISTORY     - Date     Condition        Report By
 AA5340  HISTORY     - 1994     MONUMENTED       NOS
 AA5340  HISTORY     - 19941231 GOOD             NOS
 AA5340  HISTORY     - 20000707 GOOD             NGS
 AA5340  HISTORY     - 20020723 GOOD             PYBURN
 AA5340  HISTORY     - 2003     GOOD             PYBURN
 AA5340  HISTORY     - 20081103 GOOD             INDIV
 AA5340
 AA5340                          STATION DESCRIPTION
 AA5340
 AA5340'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDH)
 AA5340'THE STATION IS LOCATED AT THE NATCHEZ AIRPORT IN THE NORTH SECTION OF
 AA5340'THE FIELD ON A SMALL HILL BY THE VOR/DME HEZ.  TO REACH THE STATION
 AA5340'CONTACT THE AIRPORT MANAGER FOR ACCESS TO THE CONTROLED AREAS OF THE
 AA5340'FIELD.  78.4 FT (23.9 M) SSW OF A POLE INSIDE THE CORNER OF FENCE,
 AA5340'72.5 FT (22.1 M) EAST OF THE SOUTH FENCE CORNER, 78.8 FT (24.0 M) SE
 AA5340'OF THE SE CORNER OF THE BLDG AND ONLINE WITH THE NE EDGE, 35 FT (10.7
 AA5340'M) SW OF THE CL OF A GRAVEL ROAD.  THE MARK IS A STANDARD NOS DISK SET
 AA5340'IN CONCRETE AND STAMPED ---HEZ C 1994---.
 AA5340
 AA5340                          STATION RECOVERY (1994)
 AA5340
 AA5340'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 AA5340'THE STATION IS LOCATED IN THE NORTH SECTION OF THE FIELD ON A SMALL
 AA5340'HILL BY THE VOR/DME HEZ, 78.4 FT (23.9 M) SSW OF A POLE INSIDE THE
 AA5340'CORNER OF FENCE, 72.5 FT (22.1 M) EAST OF THE SOUTH FENCE CORNER, 78.8
 AA5340'FT (24.0 M) SE OF THE SE CORNER OF THE BLDG AND ONLINE WITH THE NE
 AA5340'EDGE, 35 FT (10.7 M) SW OF THE CL OF A GRAVEL ROAD.  THE MARK IS A
 AA5340'STANDARD NOS DISK SET IN CONCRETE AND STAMPED HEZ C 1994.
 AA5340
 AA5340                          STATION RECOVERY (2000)
 AA5340
 AA5340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 AA5340'RECOVERED AS DESCRIBED.
 AA5340
 AA5340                          STATION RECOVERY (2002)
 AA5340
 AA5340'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AA5340'RECOVERED AS DESCRIBED
 AA5340'IPYBURN
 AA5340'
 AA5340
 AA5340                          STATION RECOVERY (2003)
 AA5340
 AA5340'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 AA5340'RECOVERED AS DESCRIBED IPYBURN
 AA5340
 AA5340                          STATION RECOVERY (2008)
 AA5340
 AA5340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (KD)
 AA5340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0671 ***********************************************************************
 DJ0671  DESIGNATION -  HH 70
 DJ0671  PID         -  DJ0671
 DJ0671  STATE/COUNTY-  MS/LOWNDES
 DJ0671  USGS QUAD   -  CRAWFORD WEST (1987)
 DJ0671
 DJ0671                         *CURRENT SURVEY CONTROL
 DJ0671  ___________________________________________________________________
 DJ0671* NAD 83(1986)-  33 21 01.     (N)    088 38 11.     (W)     SCALED    
 DJ0671* NAVD 88     -        92.561  (meters)     303.68   (feet)  ADJUSTED  
 DJ0671  ___________________________________________________________________
 DJ0671  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DJ0671  DYNAMIC HT  -          92.460 (meters)     303.35  (feet)  COMP
 DJ0671  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 DJ0671
 DJ0671  VERT ORDER  -  FIRST     CLASS II
 DJ0671
 DJ0671.The horizontal coordinates were scaled from a topographic map and have
 DJ0671.an estimated accuracy of +/- 6 seconds.
 DJ0671
 DJ0671.The orthometric height was determined by differential leveling
 DJ0671.and adjusted in June 1991.
 DJ0671
 DJ0671.The geoid height was determined by GEOID03.
 DJ0671
 DJ0671.The dynamic height is computed by dividing the NAVD 88
 DJ0671.geopotential number by the normal gravity value computed on the
 DJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0671.degrees latitude (g = 980.6199 gals.).
 DJ0671
 DJ0671.The modeled gravity was interpolated from observed gravity values.
 DJ0671
 DJ0671;                    North         East    Units  Estimated Accuracy
 DJ0671;SPC MS E     -   426,900.      318,330.      MT  (+/- 180 meters Scaled)
 DJ0671
 DJ0671                          SUPERSEDED SURVEY CONTROL
 DJ0671
 DJ0671  NGVD 29 (??/??/92)   92.514  (m)          303.52   (f) ADJ UNCH    1 2
 DJ0671
 DJ0671.Superseded values are not recommended for survey control.
 DJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0671.See file dsdata.txt to determine how the superseded data were derived.
 DJ0671
 DJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB477913(NAD 83)
 DJ0671_MARKER: DB = BENCH MARK DISK
 DJ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0671_STAMPING: HH 70 1935
 DJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0671+STABILITY: SURFACE MOTION
 DJ0671
 DJ0671  HISTORY     - Date     Condition        Report By
 DJ0671  HISTORY     - 1935     MONUMENTED       CGS
 DJ0671  HISTORY     - 1963     POOR             MSHD
 DJ0671  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0671
 DJ0671                          STATION DESCRIPTION
 DJ0671
 DJ0671'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0671'IN PENN.
 DJ0671'THE MARK IS A DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST. IT
 DJ0671'IS ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION,
 DJ0671'150 FEET WEST OF THE CENTER OF A ROAD, ABOUT LEVEL WITH THE ROAD AND
 DJ0671'PROJECTS 1 INCH.  NOTE-- THE DISK IS BADLY MUTILATED AND PART OF IT IS
 DJ0671'MISSING.  THE MARK IS LOCATED AT PENNS ON THE GULF, MOBILE AND OHIO
 DJ0671'RAILROAD.
 DJ0671
 DJ0671                          STATION RECOVERY (1983)
 DJ0671
 DJ0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0671'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2549 ***********************************************************************
 BH2549  DESIGNATION -  HICKMAN FIRE TOWER
 BH2549  PID         -  BH2549
 BH2549  STATE/COUNTY-  MS/STONE
 BH2549  USGS QUAD   -  SILVER RUN (1982)
 BH2549
 BH2549                         *CURRENT SURVEY CONTROL
 BH2549  ___________________________________________________________________
 BH2549* NAD 83(1993)-  30 43 58.80261(N)    089 15 46.79635(W)     ADJUSTED  
 BH2549* NAVD 88     -              **(meters)            **(feet)            
 BH2549  ___________________________________________________________________
 BH2549  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BH2549  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH2549  HORZ ORDER  -  THIRD
 BH2549
 BH2549.The horizontal coordinates were established by classical geodetic methods
 BH2549.and adjusted by the National Geodetic Survey in May 1994.
 BH2549
 BH2549
 BH2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2549
 BH2549.The geoid height was determined by GEOID03.
 BH2549
 BH2549;                    North         East     Units Scale Factor Converg.
 BH2549;SPC MS E     -   136,755.603   258,853.084   MT  0.99997088   -0 13 10.5
 BH2549;SPC MS E     -   448,672.34    849,253.83   sFT  0.99997088   -0 13 10.5
 BH2549;UTM  16      - 3,402,199.667   283,333.706   MT  1.00017913   -1 09 24.9
 BH2549
 BH2549                          SUPERSEDED SURVEY CONTROL
 BH2549
 BH2549  NAD 83(1986)-  30 43 58.81905(N)    089 15 46.79232(W) AD(       ) 4
 BH2549  NAD 27      -  30 43 58.14100(N)    089 15 46.60100(W) AD(       ) 3
 BH2549
 BH2549.Superseded values are not recommended for survey control.
 BH2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2549.See file dsdata.txt to determine how the superseded data were derived.
 BH2549
 BH2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV8333402200(NAD 83)
 BH2549_MARKER: 57 = LOOKOUT TOWER
 BH2549
 BH2549  HISTORY     - Date     Condition        Report By
 BH2549  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2549  HISTORY     - 1958     GOOD             CGS
 BH2549  HISTORY     - 1972     GOOD             MSHD
 BH2549
 BH2549                          STATION DESCRIPTION
 BH2549
 BH2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH2549'ABOUT 7.5 MILES EAST OF THE VILLAGE OF MCHENRY, AND ABOUT 2 MILES
 BH2549'SOUTHEAST OF DEDEAUX.  THE CENTER OF THE TOWER IN THE BILOXI
 BH2549'UNIT OF THE U.S. FOREST SERVICE.
 BH2549'
 BH2549'CUT IN FROM STATIONS SEDEAUX, MAGONLIA AND LEE.
 BH2549
 BH2549                          STATION RECOVERY (1958)
 BH2549
 BH2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2549'THE STATION WAS VISTED 11-12-58 AND FOUND IN GOOD CONDITION.
 BH2549'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF WIGGINS,
 BH2549'AND 7.5 MILES WEST OF THE VILLAGE OF MCHENRY. IT IS A FOUR LEGGED
 BH2549'STEEL STRUCTURE SOPPORTING A GLASS ENCLOSED CAB. IT IS 100 FEET HIGH.
 BH2549'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND
 BH2549'STATE HIGHWAY 26 AT THE OVERPASS AT THE SOUTH EDGE OF WIGGINS,
 BH2549'GO SOUTH ON U. S. HIGHWAY 49 FOR 8.1 MILES TO A SIDE ROAD RIGHT,
 BH2549'NORTH-SOUTH ROAD, TURN RIGHT AND GO NORTH AND WEST FOR 7.6 MILES
 BH2549'TO A SIDE  ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE
 BH2549'FIRE TOWER ON THE LEFT ABOUT 100 YARDS EAST OF THE ROAD.
 BH2549
 BH2549                          STATION RECOVERY (1972)
 BH2549
 BH2549'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 8 MILES SOUTHWEST
 BH2549'OF PERKINSTON. THE STATION IS LOCATED 8 MILES SOUTHWEST OF PERKINSTON
 BH2549'7.5 MILES WEST-NORTHWEST OF THE COMMUNITY OF MCHENRY IN THE NORTHEAST
 BH2549'1/4 OF SECTION 2, T 4S, R 13W. IT IS A GLASS ENCLOSED CABIN ATOP OF A
 BH2549'FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.
 BH2549'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PERKINSTON GO
 BH2549'GO SOUTHWEST ON A BLACK TOP ROAD ON THE NORTH SIDE OF THE RAILROAD
 BH2549'TRACK FOR 8.2 MILES TO A SIDE ROAD LEFT NEAR THE TOP OF A HILL JUST
 BH2549'BEFORE REACHING A CHURCH. CONTINUE WEST ON A BLACK TOP ROAD FOR 0.85
 BH2549'MILES TO ANOTHER SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON A GRAVELED
 BH2549'ROAD FOR 0.1 MILES TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2718 ***********************************************************************
 BH2718  DESIGNATION -  HICKORY
 BH2718  PID         -  BH2718
 BH2718  STATE/COUNTY-  MS/HANCOCK
 BH2718  USGS QUAD   -  WAVELAND (1976)
 BH2718
 BH2718                         *CURRENT SURVEY CONTROL
 BH2718  ___________________________________________________________________
 BH2718* NAD 83(1993)-  30 22 30.65187(N)    089 22 33.21345(W)     ADJUSTED  
 BH2718* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BH2718  ___________________________________________________________________
 BH2718  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 BH2718  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BH2718  HORZ ORDER  -  SECOND
 BH2718
 BH2718.The horizontal coordinates were established by classical geodetic methods
 BH2718.and adjusted by the National Geodetic Survey in May 1994.
 BH2718
 BH2718.The orthometric height was scaled from a topographic map.
 BH2718
 BH2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2718
 BH2718.The geoid height was determined by GEOID03.
 BH2718
 BH2718;                    North         East     Units Scale Factor Converg.
 BH2718;SPC MS E     -    97,135.055   247,850.733   MT  0.99998354   -0 16 27.7
 BH2718;SPC MS E     -   318,683.93    813,156.95   sFT  0.99998354   -0 16 27.7
 BH2718;UTM  16      - 3,362,754.190   271,685.313   MT  1.00024313   -1 12 06.9
 BH2718
 BH2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2718!SPC MS E     -   1.00000026  x   0.99998354  =   0.99998380
 BH2718!UTM  16      -   1.00000026  x   1.00024313  =   1.00024339
 BH2718
 BH2718|---------------------------------------------------------------------|
 BH2718| PID    Reference Object                     Distance      Geod. Az  |
 BH2718|                                                           dddmmss.s |
 BH2718| DD8911 HICKORY RM 1                         26.027 METERS 23747     |
 BH2718| DD8910 HICKORY AZ MK                                      2433820.5 |
 BH2718| DD8912 HICKORY RM 2                         26.817 METERS 30234     |
 BH2718|---------------------------------------------------------------------|
 BH2718
 BH2718                          SUPERSEDED SURVEY CONTROL
 BH2718
 BH2718  NAD 83(1986)-  30 22 30.66596(N)    089 22 33.20692(W) AD(       ) 2
 BH2718  NAD 27      -  30 22 29.97400(N)    089 22 33.02300(W) AD(       ) 2
 BH2718
 BH2718.Superseded values are not recommended for survey control.
 BH2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2718.See file dsdata.txt to determine how the superseded data were derived.
 BH2718
 BH2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU7168562754(NAD 83)
 BH2718_MARKER: DS = TRIANGULATION STATION DISK
 BH2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2718+STABILITY: SURFACE MOTION
 BH2718
 BH2718  HISTORY     - Date     Condition        Report By
 BH2718  HISTORY     - 1958     MONUMENTED       CGS
 BH2718  HISTORY     - 1972     MARK NOT FOUND   MSHD
 BH2718
 BH2718                          STATION DESCRIPTION
 BH2718
 BH2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2718'LOCATED ABOUT 4-1/2 MILES NORTH OF BAY ST. LOUIS, ABOUT 2 MILE WEST
 BH2718'OF THE HANCOCK-HARRISON COUNTY LINE AND ABOUT 1 MILE WEST OF THE
 BH2718'NORTHWESTERLY POINT OF ST. LOUIS BAY ON A HIGH TIMBERED RIDGE KNOWN
 BH2718'AS HICKORY POINT, IN THE WEST OF SECTION 13, R 14 W T 8 S.
 BH2718'
 BH2718'REACHED FROM THE TRAFFIC LIGHT IN THE SOUTH EDGE OF LONG BEACH
 BH2718'(INTERSECTION OF U.S. HIGHWAY 90 AND JEFFERSON DAVIS AVENUE), BY
 BH2718'GOING WESTERLY ON HIGHWAY 90 FOR 4.45 MILES TO INTERSECTION OF MENGE
 BH2718'AVENUE, TURN RIGHT, NORTHERLY, AND FOLLOW MACADAM ROAD FOR 2.75
 BH2718'MILES TO FORK AND CUEVAS SUPER CENTER STORE ON THE LEFT, TAKE LEFT
 BH2718'FORK, NORTHWESTERLY, AND FOLLOW MACADAM ROAD FOR 3.75 MILES TO
 BH2718'CROSSROADS AT THE VILLAGE OF DE LISLE CONTINUE NORTHWESTERLY ON
 BH2718'MACADAM ROAD FOR 4.55 MILES TO CROSSROADS AND SIGN JOHNNYS
 BH2718'FISHING CAMP IN THE SOUTHWEST ANGLE OF INTERSECTION, TURN ON GRADED
 BH2718'DIRT ROAD FOR 0.85 MILE TO T-INTERSECTION, TURN LEFT FOR 0.6 MILE TO
 BH2718'A FORK, TAKE LEFT FORK FOR 0.2 MILE TO A HOUSE ON THE LEFT AND
 BH2718'END OF GRADED DIRT ROAD, CONTINUE SOUTHWESTERLY ON WOODS ROAD FOR
 BH2718'0.75 MILE TO A CATTLEGUARD, CROSS CATTLEGUARD AND CONTINUE
 BH2718'SOUTHWESTERLY ON WOODS ROAD FOR 0.15 MILE TO A FORK, TAKE LEFT FORK
 BH2718'AND FOLLOW MAIN TRAVELED ROAD FOR 1.5 MILES TO A DIM TRACK ROAD
 BH2718'LEADING RIGHT (THIS POINT IS ABOUT 75 YARDS NORTHEAST OF A FORK), TO
 BH2718'REACH THE AZIMUTH MARK FROM THE POINT CONTINUE ON WOODS ROAD FOR
 BH2718'0.2 MILE TO HOUSE AND END OF ROAD AND MARK AS DESCRIBED, TURN
 BH2718'RIGHT AND FOLLOW DIM TRACKS NORTH AND EAST FOR 0.5 MILE TO THE
 BH2718'NORTHEAST EDGE OF SMALL CLEARING AND STATION.
 BH2718'
 BH2718'STATION MARKS ARE STANDARD DISK, STAMPED HICKORY 1958.  THE SURFACE
 BH2718'MARK IS SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST
 BH2718'PROJECTING 2 INCHES.  IT IS 188 FEET NORTH OF THE CENTER OF A WOODS
 BH2718'ROAD.  A WHITE WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.  THE
 BH2718'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS CONCRETE 32 INCHES
 BH2718'BELOW THE GROUND SURFACE.
 BH2718'
 BH2718'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HICKORY NO 1 1958, SET
 BH2718'IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 BH2718'ICHES.  IT IS 176 FEET NORTH OF THE CENTER OF THE WOODS ROAD.
 BH2718'
 BH2718'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HICKORY NO 2 1958, SET
 BH2718'IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 BH2718'INCHES.  IT IS 276 FEET NORTH OF THE CENTER OF THE WOODS ROAD.
 BH2718'
 BH2718'AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKORY 1958, SET IN THE TOP
 BH2718'OF A 11-INCH SQUARE, CONCRETE POST PROJECTING 2 INCHES.  IT IS
 BH2718'50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 19 FEET
 BH2718'WEST OF THE NORTHEAST CORNER OF A PASTURE FENCE, 2 FEET NORTHEAST
 BH2718'OF THE SOUTHEAST CORNER OF A YARD FENCE AND 1 FOOT EAST OF A
 BH2718'NORTH-SOUTH YARD FENCE.  A WHITE WITNESS POST WAS SET 2 FEET NORTH
 BH2718'OF THE MARK.
 BH2718'
 BH2718'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2718
 BH2718                          STATION RECOVERY (1972)
 BH2718
 BH2718'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BH2718'THE STATION SITE WAS VISITED 8-8-72 AND THE LOCATION OF THE
 BH2718'STATION IS NOW A DIRT PIT.  THE STATION MARK, RM NO 1 AND RM NO
 BH2718'2 WOULD HAVE BEEN DESTROYED DURING THE EXCAVATION OF THE DIRT.  THE
 BH2718'POST WERE NOT FOUND.  THE AZIMUTH MARK WAS NOT FOUND BUT WAS
 BH2718'PROBABLY DESTROYED WHEN I-10 WAS BUILT.
 BH2718'
 BH2718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2718'4.5 MILES NORTH OF BAY ST. LOUIS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1680 ***********************************************************************
 EG1680  DESIGNATION -  HICKORY
 EG1680  PID         -  EG1680
 EG1680  STATE/COUNTY-  MS/UNION
 EG1680  USGS QUAD   -  HICKORY FLAT (1982)
 EG1680
 EG1680                         *CURRENT SURVEY CONTROL
 EG1680  ___________________________________________________________________
 EG1680* NAD 83(1993)-  34 35 45.13766(N)    089 14 07.85956(W)     ADJUSTED  
 EG1680* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 EG1680  ___________________________________________________________________
 EG1680  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EG1680  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EG1680  HORZ ORDER  -  SECOND
 EG1680
 EG1680.The horizontal coordinates were established by classical geodetic methods
 EG1680.and adjusted by the National Geodetic Survey in May 1994.
 EG1680
 EG1680.The orthometric height was scaled from a topographic map.
 EG1680
 EG1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1680
 EG1680.The geoid height was determined by GEOID03.
 EG1680
 EG1680;                    North         East     Units Scale Factor Converg.
 EG1680;SPC MS E     -   565,116.143   263,107.573   MT  0.99996677   -0 13 42.1
 EG1680;SPC MS E     - 1,854,051.88    863,212.10   sFT  0.99996677   -0 13 42.1
 EG1680;UTM  16      - 3,830,499.773   294,988.921   MT  1.00011807   -1 16 11.0
 EG1680
 EG1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1680!SPC MS E     -   0.99997600  x   0.99996677  =   0.99994277
 EG1680!UTM  16      -   0.99997600  x   1.00011807  =   1.00009407
 EG1680
 EG1680:                Primary Azimuth Mark                     Grid Az
 EG1680:SPC MS E     -  HUNTERS                                  020 43 35.7
 EG1680:UTM  16      -  HUNTERS                                  021 46 04.6
 EG1680
 EG1680|---------------------------------------------------------------------|
 EG1680| PID    Reference Object                     Distance      Geod. Az  |
 EG1680|                                                           dddmmss.s |
 EG1680| EG1681 HUNTERS                             APPROX. 8.9 KM 0202953.6 |
 EG1680| CG3465 HICKORY RM 1                         38.141 METERS 04909     |
 EG1680| CG3466 HICKORY RM 2                                       12751     |
 EG1680| CG3467 HICKORY RM 3                         18.445 METERS 26933     |
 EG1680| EG1687 WINBORN LOOKOUT TOWER               APPROX. 7.7 KM 2905149.9 |
 EG1680| EG1685 POTTS CAMP NORTH MUN TANK           APPROX. 8.4 KM 3132437.4 |
 EG1680|---------------------------------------------------------------------|
 EG1680
 EG1680                          SUPERSEDED SURVEY CONTROL
 EG1680
 EG1680  NAD 83(1986)-  34 35 45.14894(N)    089 14 07.85810(W) AD(       ) 2
 EG1680  NAD 27      -  34 35 44.78790(N)    089 14 07.59756(W) AD(       ) 2
 EG1680
 EG1680.Superseded values are not recommended for survey control.
 EG1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1680.See file dsdata.txt to determine how the superseded data were derived.
 EG1680
 EG1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9498930500(NAD 83)
 EG1680_MARKER: DS = TRIANGULATION STATION DISK
 EG1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1680
 EG1680  HISTORY     - Date     Condition        Report By
 EG1680  HISTORY     - 1967     MONUMENTED       CGS
 EG1680
 EG1680                          STATION DESCRIPTION
 EG1680
 EG1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1680'STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF POTTS CAMP, 3 MILES
 EG1680'SOUTHWEST OF
 EG1680'HICKORY FLAT AND IN THE NORTHEAST .25 SEC 6, T 6 S, T 1
 EG1680'E, JUST WEST OF AN OLD
 EG1680'ABANDONED SAW MILL.
 EG1680'
 EG1680'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE
 EG1680'HIGHWAYS 5 AND 2,
 EG1680'IN THE WEST EDGE OF HICKORY FLAT, GO WEST ON
 EG1680'HIGHWAY 78 FOR 1.1 MILES TO A
 EG1680'CROSSROAD.  TURN LEFT AND GO SOUTHEAST
 EG1680'ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD
 EG1680'RIGHT.  TURN RIGHT
 EG1680'AND GO SOUTH AND SOUTHWEST ON A GRAVELED ROAD FOR 1.35 MILES TO A
 EG1680'FORK.  TAKE THE
 EG1680'LEFT FORK AND GO EAST, SOUTHEAST AND SOUTH ON A
 EG1680'GRAVELED ROAD FOR 0.6 MILE TO A
 EG1680'SIDE ROAD LEFT.  CONTINUE SOUTHERLY
 EG1680'ON THE GRAVELED ROAD FOR 1.0 MILE TO A T ROAD.
 EG1680'TURN RIGHT AND GO
 EG1680'WEST ON A GRAVELED ROAD FOR 1.1 MILES TO A WIRE GATE AND TWO BARNS
 EG1680'ON THE RIGHT.
 EG1680'TURN RIGHT, PASSING THROUGH THE GATE AND GO NORTHERLY ON
 EG1680'A TRACK ROAD FOR 0.15 MILE TO
 EG1680'A WIRE GATE.  PASS THROUGH THE GATE AND
 EG1680'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 1.45
 EG1680'MILES TO A WOODS ROAD
 EG1680'RIGHT AND THE STATION ON THE RIGHT.
 EG1680'
 EG1680'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 EG1680'
 EG1680'STATION MARK, STAMPED HICKORY 1967 PROJECTS 5 INCHES.  IT IS 52 FEET
 EG1680'SOUTHEAST OF A
 EG1680'20-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 EG1680'SOUTHWEST SIDE, 21 FEET SOUTH OF
 EG1680'THE CENTER OF THE WOOODS ROAD AND
 EG1680'4.5 FEET NORTHEAST OF A METAL WITNESS POST.
 EG1680'
 EG1680'RM NO 1, STAMPED HICKORY NO 1 1967 PROJECTS 4 INCHES.  IT IS 36 FEET
 EG1680'NORTHEAST OF A
 EG1680'10-INCH OAK TREE, 27 FEET EAST OF A 13-INCH OAK TREE
 EG1680'AND 2 FEET SOUTHEAST OF A METAL
 EG1680'WITNESS POST.
 EG1680'
 EG1680'RM NO 2, STAMPED HICKORY NO 2 1967 PROJECTS 3 INCHES.  IT IS 51 FEET
 EG1680'EAST OF THE CENTER
 EG1680'OF THE TRACK ROAD, 12 FEET SOUTHWEST OF A TWIN
 EG1680'TRUNK OAK TREE AND 2 FEET SOUTHWEST
 EG1680'OF A METAL WITNESS POST.
 EG1680'
 EG1680'RM NO 3, STAMPED HICKORY NO 3 1967 PROJECTS 3 INCHES.  IT IS 24 FEET
 EG1680'SOUTHWEST OF THE
 EG1680'20-INCH OAK TREE WITH THE TRIANGLE BLAZE ON THE
 EG1680'SOUTHWEST SIDE, 16 FEET EAST OF THE
 EG1680'CENTER OF THE TRACK ROAD AND 1.6
 EG1680'FEET NORTHEAST OF A METAL WITNESS POST.
 EG1680'
 EG1680'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1678 ***********************************************************************
 EG1678  DESIGNATION -  HICKORY FLAT MICROWAVE MAST
 EG1678  PID         -  EG1678
 EG1678  STATE/COUNTY-  MS/BENTON
 EG1678  USGS QUAD   -  HICKORY FLAT (1982)
 EG1678
 EG1678                         *CURRENT SURVEY CONTROL
 EG1678  ___________________________________________________________________
 EG1678* NAD 83(1993)-  34 36 43.63377(N)    089 07 52.46557(W)     ADJUSTED  
 EG1678* NAVD 88     -              **(meters)            **(feet)            
 EG1678  ___________________________________________________________________
 EG1678  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EG1678  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EG1678  HORZ ORDER  -  THIRD
 EG1678
 EG1678.The horizontal coordinates were established by classical geodetic methods
 EG1678.and adjusted by the National Geodetic Survey in May 1994.
 EG1678
 EG1678
 EG1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1678
 EG1678.The geoid height was determined by GEOID03.
 EG1678
 EG1678;                    North         East     Units Scale Factor Converg.
 EG1678;SPC MS E     -   566,885.428   272,678.221   MT  0.99995920   -0 10 09.2
 EG1678;SPC MS E     - 1,859,856.61    894,611.80   sFT  0.99995920   -0 10 09.2
 EG1678;UTM  16      - 3,832,095.002   304,591.410   MT  1.00007067   -1 12 39.5
 EG1678
 EG1678                          SUPERSEDED SURVEY CONTROL
 EG1678
 EG1678  NAD 83(1986)-  34 36 43.64519(N)    089 07 52.46409(W) AD(       ) 4
 EG1678  NAD 27      -  34 36 43.28731(N)    089 07 52.21613(W) AD(       ) 3
 EG1678
 EG1678.Superseded values are not recommended for survey control.
 EG1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1678.See file dsdata.txt to determine how the superseded data were derived.
 EG1678
 EG1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0459132095(NAD 83)
 EG1678_MARKER: 42 = RADIO/TV MAST
 EG1678
 EG1678  HISTORY     - Date     Condition        Report By
 EG1678  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1678
 EG1678                          STATION DESCRIPTION
 EG1678
 EG1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1678'THE STATION IS A MICROWAVE RELAY MAST BELONGING TO THE BELL TELEPHONE
 EG1678'COMPANY.  IT IS A
 EG1678'THREE LEGGED STRUCTURE ABOUT 155 FEET HIGH WITH
 EG1678'ALTERNATING RED AND WHITE SECTIONS.
 EG1678'IT HAS A RED LIGHT ON TOP ALONG
 EG1678'WITH TWO FANS.
 EG1678'
 EG1678'TO REACH FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE ROUTES 5 AND
 EG1678'2, GO EASTERLY ON
 EG1678'STATE ROUTES 5 AND 2 FOR 0.35 MILE TO JUNCTION OF ROUTES
 EG1678'5 AND 2.  TURN RIGHT ON STATE
 EG1678'ROUTE 2, SOUTHERLY, FOR 0.8 MILE TO
 EG1678'WHERE STATE 2 TURNS LEFT AND PAVED ROAD
 EG1678'CONTINUES STRAIGHT AHEAD.  GO
 EG1678'STRAIGHT IN A SOUTHERLY DIRECTION ON PAVED ROAD FOR 2.1
 EG1678'MILES TO
 EG1678'GRAVEL ROAD ON LEFT.  TURN LEFT FOR 0.25 MILE TO ROAD RIGHT, TURN
 EG1678'RIGHT FOR 0.1 MILE
 EG1678'TO STATION.  THE POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1338 ***********************************************************************
 CO1338  DESIGNATION -  HICKORY MUNICIPAL TANK
 CO1338  PID         -  CO1338
 CO1338  STATE/COUNTY-  MS/NEWTON
 CO1338  USGS QUAD   -  HICKORY (1966)
 CO1338
 CO1338                         *CURRENT SURVEY CONTROL
 CO1338  ___________________________________________________________________
 CO1338* NAD 83(1993)-  32 18 52.40505(N)    089 01 30.69551(W)     ADJUSTED  
 CO1338* NAVD 88     -              **(meters)            **(feet)            
 CO1338  ___________________________________________________________________
 CO1338  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CO1338  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CO1338  HORZ ORDER  -  THIRD
 CO1338
 CO1338.The horizontal coordinates were established by classical geodetic methods
 CO1338.and adjusted by the National Geodetic Survey in May 1994.
 CO1338
 CO1338
 CO1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1338
 CO1338.The geoid height was determined by GEOID03.
 CO1338
 CO1338;                    North         East     Units Scale Factor Converg.
 CO1338;SPC MS E     -   312,044.811   281,933.615   MT  0.99995402   -0 06 09.2
 CO1338;SPC MS E     - 1,023,767.02    924,977.20   sFT  0.99995402   -0 06 09.2
 CO1338;UTM  16      - 3,577,104.462   309,348.487   MT  1.00004825   -1 04 58.5
 CO1338
 CO1338                          SUPERSEDED SURVEY CONTROL
 CO1338
 CO1338  NAD 83(1986)-  32 18 52.41751(N)    089 01 30.69796(W) AD(       ) 4
 CO1338  NAD 27      -  32 18 51.89900(N)    089 01 30.49600(W) AD(       ) 3
 CO1338
 CO1338.Superseded values are not recommended for survey control.
 CO1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1338.See file dsdata.txt to determine how the superseded data were derived.
 CO1338
 CO1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA0934877104(NAD 83)
 CO1338_MARKER: 53 = ELEVATED TANK
 CO1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1338+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1989
 CO1338
 CO1338  HISTORY     - Date     Condition        Report By
 CO1338  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1338  HISTORY     - 1956     GOOD             CGS
 CO1338  HISTORY     - 1964     GOOD             MSHD
 CO1338  HISTORY     - 19890720 GOOD             MSHD
 CO1338
 CO1338                          STATION DESCRIPTION
 CO1338
 CO1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1338'THE STATION IS THE APEX OF THE ROOF OF THE MUNICIPAL WATER TANK,
 CO1338'LOCATED IN A SMALL PARK IN THE TOWN OF HICKORY, ABOUT 0.1 MILE
 CO1338'NORTHWEST OF THE RAILROAD DEPOT.  IT IS A STEEL TANK ATOP A 4
 CO1338'LEGGED STEEL STRUCTURE.  THE TANK HAS A CONICAL ROOF, AN OVAL
 CO1338'BOTTOM AND SHORT VERTICAL SIDES.  THE TANK AND LEGS ARE PAINTED
 CO1338'SILVER AND THE TANK HAS THE LEGEND HICKORY PAINTED IN LARGE
 CO1338'BLACK LETTERS OF 4 SIDES.  THE HEIGHT OF THE TANK IS ABOUT 120
 CO1338'FEET.
 CO1338
 CO1338                          STATION RECOVERY (1956)
 CO1338
 CO1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 CO1338'RECOVERED IN GOOD CONDITION.
 CO1338
 CO1338                          STATION RECOVERY (1964)
 CO1338
 CO1338'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1338'THE STATION WAS VISITED FEBRUARY 1964 AND FOUND IN GOOD CONDITION.
 CO1338'
 CO1338'THE 1956 DESCRIPTION BY W.N. MARTIN IS ADEQUATE.
 CO1338
 CO1338                          STATION RECOVERY (1989)
 CO1338
 CO1338'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CO1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1700 ***********************************************************************
 EG1700  DESIGNATION -  HIG
 EG1700  PID         -  EG1700
 EG1700  STATE/COUNTY-  MS/MARSHALL
 EG1700  USGS QUAD   -  HOLLY SPRINGS SE (1975)
 EG1700
 EG1700                         *CURRENT SURVEY CONTROL
 EG1700  ___________________________________________________________________
 EG1700* NAD 83(1993)-  34 45 02.35917(N)    089 22 09.84035(W)     ADJUSTED  
 EG1700* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 EG1700  ___________________________________________________________________
 EG1700  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EG1700  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1700  HORZ ORDER  -  THIRD
 EG1700
 EG1700.The horizontal coordinates were established by classical geodetic methods
 EG1700.and adjusted by the National Geodetic Survey in May 1994.
 EG1700
 EG1700.The orthometric height was scaled from a topographic map.
 EG1700
 EG1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1700
 EG1700.The geoid height was determined by GEOID03.
 EG1700
 EG1700;                    North         East     Units Scale Factor Converg.
 EG1700;SPC MS E     -   582,343.522   250,917.663   MT  0.99997968   -0 18 20.0
 EG1700;SPC MS E     - 1,910,572.04    823,219.03   sFT  0.99997968   -0 18 20.0
 EG1700;UTM  16      - 3,847,949.348   283,112.669   MT  1.00017982   -1 21 04.0
 EG1700
 EG1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1700!SPC MS E     -   0.99997353  x   0.99997968  =   0.99995321
 EG1700!UTM  16      -   0.99997353  x   1.00017982  =   1.00015335
 EG1700
 EG1700:                Primary Azimuth Mark                     Grid Az
 EG1700:SPC MS E     -  SCALES FIRE TOWER                        054 42 39.0
 EG1700:UTM  16      -  SCALES FIRE TOWER                        055 45 23.0
 EG1700
 EG1700|---------------------------------------------------------------------|
 EG1700| PID    Reference Object                     Distance      Geod. Az  |
 EG1700|                                                           dddmmss.s |
 EG1700| EG1701 SCALES FIRE TOWER                   APPROX. 6.2 KM 0542419.0 |
 EG1700| EG1698 MID VALLEY PIPELINE MICROWAVE       APPROX. 6.7 KM 0551352.9 |
 EG1700| CG3468 HIG RM 1                              5.470 METERS 09359     |
 EG1700| CG3469 HIG RM 2                              9.096 METERS 33519     |
 EG1700|---------------------------------------------------------------------|
 EG1700
 EG1700                          SUPERSEDED SURVEY CONTROL
 EG1700
 EG1700  NAD 83(1986)-  34 45 02.37044(N)    089 22 09.83948(W) AD(       ) 3
 EG1700  NAD 27      -  34 45 02.02156(N)    089 22 09.56443(W) AD(       ) 3
 EG1700
 EG1700.Superseded values are not recommended for survey control.
 EG1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1700.See file dsdata.txt to determine how the superseded data were derived.
 EG1700
 EG1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8311347949(NAD 83)
 EG1700_MARKER: DS = TRIANGULATION STATION DISK
 EG1700_SETTING: 66 = SET IN ROCK OUTCROP
 EG1700
 EG1700  HISTORY     - Date     Condition        Report By
 EG1700  HISTORY     - 1967     MONUMENTED       CGS
 EG1700
 EG1700                          STATION DESCRIPTION
 EG1700
 EG1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1700'STATION IS LOCATED ABOUT 12.5 MILES SOUTHWEST OF ASHLAND, 8.25 MILES
 EG1700'NORTHWEST OF POTTS
 EG1700'CAMP, 4.5 MILES EAST-SOUTHEAST OF HOLLY SPRINGS, 4
 EG1700'MILES NORTHEAST OF U S HIGHWAY 78 AND
 EG1700'ON TOP OF A LOW BUT PROMINENT
 EG1700'SHARP HILL.
 EG1700'
 EG1700'TO REACH FROM THE JUNCTION OF U S HIGHWAY 78 AND STATE ROUTE 349 IN
 EG1700'POTTS CAMP, GO
 EG1700'WEST ON U S HIGHWAY 78 FOR 1.2 MILES TO BRIDGE OVER
 EG1700'TIPPAH RIVER, CONTINUE WEST 4.7
 EG1700'MILES ON U S HIGHWAY 78 TO CROSSROAD
 EG1700'AT LAKE CENTER RESTURANT, TURN RIGHT THENCE LEFT
 EG1700'AND GO NORTHWEST AND
 EG1700'NORTH FOR 3.4 MILES TO A SIDE ROAD ON RIGHT, KEEP STRAIGHT AHEAD
 EG1700'NORTH 1.3 MILES
 EG1700'TO SIDE RIGHT, TURN RIGHT AND GO EASTERLY 0.3 MILE TO
 EG1700'SIDE ROAD LEFT, TURN LEFT AND GO
 EG1700'NORTH ON WOODS ROAD 0.1 MILE TO END
 EG1700'OF TRUCK TRAVEL.  FROM HERE PACK NORTH UP TRAIL TO
 EG1700'TOP OF PROMINENT
 EG1700'HILL AND STATION AS DESCRIBED.  (5-MINUTE PACK).
 EG1700'
 EG1700'STATION MARK, A STANDARD DISK STAMPED HIG 1967, IS CEMENTED IN A
 EG1700'DRILL HOLE IN
 EG1700'LARGE 14 BY 15 FOOT ROCK OUTCROP WHICH PROJECTS ABOUT
 EG1700'18 INCHES ON NORTH SIDE AND 3
 EG1700'FEET ON SOUTH SIDE.  THE MARK IS ON
 EG1700'HIGHEST POINT OF HILL, 22.5 FEET NORTHWEST OF
 EG1700'TRIANGLE BLAZED PINE
 EG1700'TREE AND 4.1 FEET NORTHWEST OF WITNESS POST.
 EG1700'
 EG1700'REFERENCE MARK 1, A STANDARD DISK STAMPED HIG NO 1 1967, IS SET IN
 EG1700'DRILL HOLE IN
 EG1700'BEDROCK WHICH IS FLUSH WITH GROUND.  THE MARK IS 17
 EG1700'FEET EAST OF WITNESS POST AND 14
 EG1700'FEET NORTH OF TRIANGLE BLAZED PINE TREE.
 EG1700'
 EG1700'REFERENCE MARK 2, A STANDARD DISK STAMPED HIG NO 2 1967, IS SET IN A
 EG1700'DRILL HOLE IN
 EG1700'BEDROCK WHICH IS FLUSH WITH GROUND ON NORTH SIDE AND
 EG1700'PROJECTS ABOUT 1 FOOT ON SOUTH
 EG1700'SIDE.  THE MARK IS 51 FEET NORTHWEST
 EG1700'OF TRIANGLE BLAZED TREE AND 33.8 FEET NORTHWEST
 EG1700'OF WITNESS POST.
 EG1700'
 EG1700'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0346 ***********************************************************************
 BH0346  DESIGNATION -  HILDA
 BH0346  PID         -  BH0346
 BH0346  STATE/COUNTY-  MS/JACKSON
 BH0346  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0346
 BH0346                         *CURRENT SURVEY CONTROL
 BH0346  ___________________________________________________________________
 BH0346* NAD 83(1993)-  30 23 23.99994(N)    088 39 53.81455(W)     ADJUSTED  
 BH0346* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 BH0346  ___________________________________________________________________
 BH0346  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BH0346  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0346  HORZ ORDER  -  FIRST
 BH0346  VERT ORDER  -  THIRD (See Below)
 BH0346
 BH0346.The horizontal coordinates were established by classical geodetic methods
 BH0346.and adjusted by the National Geodetic Survey in May 1994.
 BH0346
 BH0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0346.The vertical order pertains to the NGVD 29 superseded value.
 BH0346
 BH0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0346
 BH0346.The geoid height was determined by GEOID03.
 BH0346
 BH0346;                    North         East     Units Scale Factor Converg.
 BH0346;SPC MS E     -    98,664.954   316,182.127   MT  0.99995323   +0 05 06.7
 BH0346;SPC MS E     -   323,703.27  1,037,340.86   sFT  0.99995323   +0 05 06.7
 BH0346;UTM  16      - 3,363,177.738   340,040.106   MT  0.99991567   -0 50 32.8
 BH0346
 BH0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0346!SPC MS E     -   1.00000354  x   0.99995323  =   0.99995677
 BH0346!UTM  16      -   1.00000354  x   0.99991567  =   0.99991921
 BH0346
 BH0346|---------------------------------------------------------------------|
 BH0346| PID    Reference Object                     Distance      Geod. Az  |
 BH0346|                                                           dddmmss.s |
 BH0346| BH0345 HILDA RM 2                           23.448 METERS 00535     |
 BH0346| BH2311 HILDA FIRE TOWER                    APPROX. 4.7 KM 0133824.6 |
 BH0346| BH2227 MOSS POINT MUNICIPAL TANK           APPROX.12.4 KM 0775401.3 |
 BH0346| DD8917 HILDA AZ MK 3                                      0964857.0 |
 BH0346| DD8918 HILDA RM 1                           93.854 METERS 10308     |
 BH0346| BH2247 SCRANTON TANK                       APPROX.10.2 KM 1035431.2 |
 BH0346| BH0348 HILDA RM 3                           34.702 METERS 10416     |
 BH0346| BH2234 GAUTIER TANK                        APPROX. 5.1 KM 1050251.7 |
 BH0346| BH0347 HILDA 2 RESET                        42.273 METERS 12206     |
 BH0346| BH2367 DICKEY RESET                        APPROX.15.0 KM 2744050.7 |
 BH0346| DD8916 HILDA AZ MK                                        3582932.8 |
 BH0346|---------------------------------------------------------------------|
 BH0346
 BH0346                          SUPERSEDED SURVEY CONTROL
 BH0346
 BH0346  NAD 83(1993)-  30 23 24.00924(N)    088 39 53.81178(W) AD(       ) 1
 BH0346  NAD 83(1986)-  30 23 24.02344(N)    088 39 53.80604(W) AD(       ) 1
 BH0346  NAD 27      -  30 23 23.30100(N)    088 39 53.72700(W) AD(       ) 1
 BH0346  NGVD 29 (??/??/??)    5.71   (m)           18.7    (f) RESET       3  
 BH0346
 BH0346.Superseded values are not recommended for survey control.
 BH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0346.See file dsdata.txt to determine how the superseded data were derived.
 BH0346
 BH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4004063178(NAD 83)
 BH0346_MARKER: DS = TRIANGULATION STATION DISK
 BH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH0346_STAMPING: HILDA 1930
 BH0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0346+STABILITY: SURFACE MOTION
 BH0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0346+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 BH0346
 BH0346  HISTORY     - Date     Condition        Report By
 BH0346  HISTORY     - 1930     MONUMENTED       CGS
 BH0346  HISTORY     - 1935     GOOD             CGS
 BH0346  HISTORY     - 1935     GOOD             CGS
 BH0346  HISTORY     - 1940     GOOD             CGS
 BH0346  HISTORY     - 1943     GOOD             CGS
 BH0346  HISTORY     - 1950     GOOD             CGS
 BH0346  HISTORY     - 1958     GOOD             CGS
 BH0346  HISTORY     - 1958     GOOD             CGS
 BH0346  HISTORY     - 1965     GOOD             CGS
 BH0346  HISTORY     - 1968     MARK NOT FOUND   CGS
 BH0346  HISTORY     - 1969     GOOD             CGS
 BH0346  HISTORY     - 1969     GOOD             CGS
 BH0346  HISTORY     - 1986     GOOD             NOS
 BH0346  HISTORY     - 20050818 GOOD             NGS
 BH0346
 BH0346                          STATION DESCRIPTION
 BH0346
 BH0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH0346'ABOUT 7 MILES W OF PASCAGOULA, AND 300 YARDS E OF HILDA RAILWAY
 BH0346'STATION, IN THE NW CORNER OF GROUNDS OF LYONS CONSOLIDATED
 BH0346'SCHOOL, AND JUST S OF U.S. HIGWAY 90.
 BH0346'
 BH0346'STATION IS 50 YARDS NW OF THE BUILDING, 15 FEET E OF THE FENCE ALONG
 BH0346'LANE W OF SCHOOLYARD, AND 44 FEET S OF THE CENTER LINE OF THE
 BH0346'PAVEMENT OF U.S. ROUTE 90.
 BH0346'
 BH0346'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BH0346'CONCRETE.
 BH0346'
 BH0346'REFERENCE MARK NO.1 IS IN NE CORNER OF SCHOOLYARD, 45 FEET S OF THE
 BH0346'CENTER LINE OF U.S. ROUTE 90.
 BH0346'
 BH0346'REFERENCE MARK NO.2 IS ON N SIDE OF U.S. ROUTE 90, 33 FEET N OF
 BH0346'CENTER LINE, AND OPPOSITE THE NW CORNER OF THE SCHOOLYARD.
 BH0346'
 BH0346'HEIGHT OF SIGNAL ABOVE STATION MARK 34 METERS.
 BH0346
 BH0346                          STATION RECOVERY (1935)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 BH0346'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 BH0346'CONDITION.
 BH0346'
 BH0346'ABOUT 7 MILES W OF PASCAGOULA ON U.S. ROUTE 90.
 BH0346'
 BH0346'LYONS CONSOLIDATED SCHOOL IS ON THE S SIDE OF THE ROAD.
 BH0346
 BH0346                          STATION RECOVERY (1935)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH0346'DESCRIPTION BY F.L.G. 1930 IS ADEQUATE, WITH THE FOLLOWING
 BH0346'EXCEPTIONS-
 BH0346'
 BH0346'REFERENCE MARK NO. 1 IS 10 FEET NE OF THE NE CORNER OF THE FENCE
 BH0346'AROUND THE SCHOOL, 45 FEET S OF THE CENTER LINE OF U.S. ROUTE
 BH0346'90.
 BH0346'
 BH0346'REFERENCE MARK NO.2 IS AS DESCRIBED.
 BH0346'
 BH0346'AN AZIMUTH MARK WAS ESTABLISHED WHICH IS ON E.C.W. ROAD NO. 1B OF THE
 BH0346'MISS. FORESTRY COMMISSION, ABOUT 0.4 MILE N OF U.S. ROUTE 90, 28
 BH0346'FEET W OF THE CENTER LINE OF THE DIRT ROAD.
 BH0346
 BH0346                          STATION RECOVERY (1940)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHB)
 BH0346'THE ORIGINAL DESCRIPTION IS GOOD AND ALL REFERENCE MARKS AND STATION
 BH0346'SURFACE MARK CAN BE READILY LOCATED.
 BH0346
 BH0346                          STATION RECOVERY (1943)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH0346'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1930.
 BH0346'DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.
 BH0346'A BUILDING WAS ERECTED NEAR THE STATION SITE MAKING IT NECESSARY TO
 BH0346'ESTABLISH HILDA 2.  THE ORIGINAL 1930 STATION MARK IS IN THE
 BH0346'DRIVEWAY INTO HILDAS GROCERY.  IT IS 32.32 FEET NNW OF THE NW CORNER
 BH0346'OF THE GROCERY AND 45.35 FEET S OF THE CENTER LINE OF U.S.
 BH0346'HIGHWAY 90.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 BH0346'BUT MAY BE COVERED SLIGHTLY DUE TO THE TRAFFIC PATRONIZING THE
 BH0346'GROCERY.
 BH0346'
 BH0346'A TRAVERSE CONNECTION WAS MADE TO HILDA 2 1943.  DISTANCE 42.273
 BH0346'METERS.
 BH0346'
 BH0346'TO REACH THE STATION FROM THE N END OF THE PASCAGOULA RIVER BRIDGE IN
 BH0346'PASCAGOULA, GO W ON U.S. HIGHWAY 90 FOR 6.6 MILES TO THE HILDA
 BH0346'GROCERY AND STATION ON THE LEFT.  DISTANCES AND DIRECTIONS TAKEN FROM
 BH0346'A 4-FOOT STAND IN 1943.
 BH0346
 BH0346                          STATION RECOVERY (1950)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH0346'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN GOOD
 BH0346'CONDITION.  PUBLISHED DESCRIPTION BY K.B.J. IN 1943 IS ADEQUATE
 BH0346'AND COMPLETE WITH THE FOLLOWING CHANGES.
 BH0346'
 BH0346'HILDAS GROCERY STORE IS NOW ABANDONED.  THE HILDA RAILWAY STATION AND
 BH0346'LYONS CONSOLIDATED SCHOOL, MENTIONED IN THE DESCRIPTION BY
 BH0346'F.L.G. IN 1930, ARE ALSO ABANDONED.
 BH0346
 BH0346                          STATION RECOVERY (1958)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH0346'THE DESCRIPTION BY K.B.J. IN 1943 IS ADEQUATE, EXCEPT FOR THE
 BH0346'FOLLOWING EXCEPTIONS, A NEW U. S. HIGHWAY 90 HAS BEEN
 BH0346'CONSTRUCTED ABOUT 0.25 MILE NORTH OF THE OLD U. S. HIGHWAY 90 AND THE
 BH0346'HILDA GROCERY STORE AND THE LYONS CONSOLIDATED SCHOOL HAVE BEEN
 BH0346'CONVERTED TO DWELLINGS.
 BH0346
 BH0346                          STATION RECOVERY (1958)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH0346'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 BH0346'MARK WAS SEARCHED FOR BUT NOT FOUND.  ACCORDING TO THE MILEAGE
 BH0346'GIVEN FROM THE STATION, THE PRESENT HIGHWAY 90 CROSSES THE DIRT ROAD
 BH0346'AT THE LOCATION OF THE AZIMUTH MARK.  THE MARK WAS PROBABLY
 BH0346'DESTROYED BY CONSTRUCTION.  REVISED DESCRIPTION FOLLOWS.
 BH0346'
 BH0346'LOCATED ABOUT 7 MILES WEST OF PASCAGOULA ALONG OLD U.S. 90 AT THE
 BH0346'FORMER SITE OF LYONS SCHOOL, ON PROPERTY OWNED BY MRS. HAKES, 32
 BH0346'FT NW OF NW CORNER OF MRS. HAKES HOUSE (FORMERLY A GROCERY STORE), 44
 BH0346'FEET S OF THE CENTERLINE OF OLD U.S. 90, 22 FT E OF FENCE CORNER,
 BH0346'69 FT SE OF POWER POLE 404 AND 3 FT S OF A FENCE.  A STANDARD DISK
 BH0346'STAMPED HILDA 1930 IN TOP OF A CONCRETE MONUMENT 3 INCHES
 BH0346'UNDERGROUND.
 BH0346'
 BH0346'R.M. NO. 1 IS 308.0 FT E OF THE STATION, 45 FT S OF THE CENTERLINE OF
 BH0346'OLD U.S. 90 AND 10 FT E OF A FENCE CORNER.  A STANDARD DISK
 BH0346'STAMPED HILDA NO 1 1930 IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BH0346'GROUND.
 BH0346'
 BH0346'R.M. 2 IS 77.03 FT N OF THE STATION, 31 FT N OF THE CENTERLINE OF OLD
 BH0346'U.S. 90 AND 1 FT S OF A WITNESS POST.  A STANDARD DISK
 BH0346'STAMPED HILDA NO 2 1930 IN TOP OF A CONCRETE MONUMENT PROJECTING 0.5
 BH0346'FEET.
 BH0346'
 BH0346'TO REACH FROM THE TOLL HOUSE AT W END OF BRIDGE OVER PASCAGOULA
 BH0346'RIVER, CONTINUE W ON U.S. 90 6.5 MILES TO A DIRT CROSSROAD,
 BH0346'TURN LEFT (S) 0.3 MILE TO OLD U.S. 90 AND THE STATION.
 BH0346
 BH0346                          STATION RECOVERY (1965)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CH)
 BH0346'STATION WAS RECOVERED IN GOOD CONDITION, SLIGHTLY BELOW SURFACE OF
 BH0346'SURROUNDING GROUND.  RM 1 WAS FOUND DISLODGED FROM GROUND
 BH0346'LYING ON SIDE. RM 2 WAS RECOVERED IN GOOD CONDITION, APPROXIMATELY 32
 BH0346'FEET FROM CENTERLINE OF OLD U.S.  HIGHWAY 90.
 BH0346
 BH0346                          STATION RECOVERY (1968)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 BH0346'THE STATION MARK AND RM 1 WAS NOT RECOVERED.  RM 2 AND THE AZIMUTH
 BH0346'MARK WERE RECOVERED AND IN GOOD CONDITION.
 BH0346'
 BH0346'HILDA RM 2 MAY BE REACHED BY GOING 5.3 MILES WEST ALONG U. S. HIGHWAY
 BH0346'90 FROM THE INTERSECTION OF PASCAGOULA STREET AT PASCAGOULA,
 BH0346'THENCE 2.0 MILES WEST ALONG A BLACK TOP ROAD, 50 FEET NORTHEAST OF
 BH0346'THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTH,
 BH0346'44 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 0.9 FOOT SOUTH
 BH0346'OF A METAL WITNESS POST, IN SECTION 35, T 7 S, R 7 W, SET IN THE
 BH0346'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 BH0346'GROUND.  THE DISK IS STAMPED HILDA NO 2 1930.
 BH0346'
 BH0346'HILDA AZ MAY BE REACHED BY GOING 6.75 MILES WEST ALONG U. S. HIGHWAY
 BH0346'90 FROM THE INTERSECTION OF PASCAGOULA STREET IN PASCAGOULA,
 BH0346'ABOUT 0.25 MILE WEST OF A BLACK TOP ROAD INTERSECTION, 83 FEET SOUTH
 BH0346'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 BH0346'35 FEET EAST OF POWER LINE POLE NO. 52, 0.6 FOOT SOUTH OF A METAL
 BH0346'WITNESS POST, IN SECTION 35, T 7 S, R 7 W, SET IN THE TOP OF A
 BH0346'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.  IT
 BH0346'IS AN AZIMUTH MARK DISK STAMPED HILDA 1930 1935 RESET 1958.
 BH0346
 BH0346                          STATION RECOVERY (1969)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH0346'THE STATION WAS VISITED 11/12/69 AND THE STATION MARK WAS FOUND IN
 BH0346'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  THE
 BH0346'AZIMUTH MARK WAS PREVIOUSLY DESTROYED.  REFERENCE MARK NO. 2 WAS
 BH0346'FOUND DISTURBED AND THE DISTANCE FAILED TO CHECK THE PREVIOUS
 BH0346'DISTANCE BY 0.1 FOOT.  A REFERENCE MARK 3 AND AN AZIMUTH MARK BY
 BH0346'POLARIS OBSERVATION WERE ESTABLISHED.  THE SURFACE MARK AT
 BH0346'HILDA 2 1943 HAD BEEN DESTROYED BY A ROAD GRADER.  THE MARK IS NOW IN
 BH0346'THE EDGE OF SAND ROAD.  THE SUB-SURFACE MARK WAS RECOVERED AND
 BH0346'FOUND IN GOOD CONDITION.  IT WAS LOWERED IN THE SAME HORIZONTAL
 BH0346'POSITION AND A NEW SURFACE MARK WAS SET ONE FOOT BELOW THE SURFACE OF
 BH0346'THE SAND ROAD.  FOR MORE INFORMATION SEE DESCRIPTION
 BH0346'THEREOF.  A NEW DESCRIPTION FOLLOWS.
 BH0346'
 BH0346'THE STATION IS LOCATED 10 MILES EAST-SOUTHEAST OF OCEAN SPRINGS, 7
 BH0346'MILES WEST-NORTHWEST OF PASAGOULA, 3-1/2 MILES WEST OF
 BH0346'GAUTIER, 0.25 MILE SOUTH OF U.S. HIGHWAY 90, IN THE SOUTHWEST QUARTER
 BH0346'OF SECTION 35, T7S, R7W, ON PROPERTY OF MR. MAYRON CUMMINGS,
 BH0346'WHO LIVES IN THE HOUSE JUST SOUTHEAST OF THE STATION.  IT IS 69 FEET
 BH0346'EAST-SOUTHEAST OF POWERLINE POLE NUMBER 404, 44 FEET SOUTH
 BH0346'OF THE CENTER OF CONCRETE ROAD (OLD U.S. 90), 53 FEET EAST OF
 BH0346'POWERLINEPOLE WITH TRANSFORMER, 37 FEET EAST OF THE CENTER OF
 BH0346'PRIVATE DRIVE WHICH IS ALSO EXTENDED CENTER OF SAND ROAD CONNECTING
 BH0346'OLD AND PRESENT HIGHWAY 90, 32 FEET NORTHWEST OF THE NORTHWEST
 BH0346'CORNER OF THE CUMMINGS HOUSE, 16.5 FEET WEST OF THE PROJECTED
 BH0346'PLANE OF THE WEST WALL OF THE HOUSE, 2 FEET SOUTH OF THE FRONT YARD
 BH0346'FENCE AND IN THE FRONT YARD OF THE CUMMINGS HOME.  IT IS A C
 BH0346'AND GS TRIANGULATION STATION DISK, STAMPED HILDA 1930, IN 12 INCH
 BH0346'SQUARE CONCRETE POST 1 INCH BELOW THE GROUND SURFACE.
 BH0346'
 BH0346'REFERENCE MARK NO. 2 IS 76.93 FEET NORTH OF THE STATION.  IT IS 112
 BH0346'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FELLOWSHIP
 BH0346'BAPTIST CHURCH, 64.5 FEET EAST-SOUTHEAST OF POWERLINE POLE NUMBER 060
 BH0346'1080, 32 FEET NORTH OF CENTER OF THE CONCRETE ROAD, 38 FEET
 BH0346'EAST OF THE CENTER OF THE SAND ROAD, 29 FEET EAST-NORTHEAST OF THE
 BH0346'EAST END OF 18 INCH CONCRETE PIPE UNDER SAND ROAD, 41 FEET SOUTH
 BH0346'OF PROJECTED PLANE OF SOUTH WALL OF THE CHURCH, AND 1 FOOT NORTH OF
 BH0346'WITNESS POST ON THE NORTH EDGE OF DRAIN DITCH.  IT IS A C AND
 BH0346'GS REFERENCE MARKS DISK, STAMPED HILDA NO 2 1930 AND PROJECTS 3
 BH0346'INCHES.
 BH0346'
 BH0346'REFERENCE MARK NO. 3 IS 113.85 FEET EAST OF THE STATION.  IT IS AT
 BH0346'THE NORTHEAST CORNER OF THE CUMMINGS FRONT YARD, 71 FEET
 BH0346'EAST-NORTH EAST OF THE NORTHEAST CORNER OF THE HOUSE, 46.5 FEET SOUTH
 BH0346'OF THE CENTER OF THE CONCRETE ROAD, 20 FEET WEST OF THE CENTER OF
 BH0346'SAND ROAD LEADING SOUTH, 20 FEET SOUTH-SOUTHWEST OF THE WEST END OF
 BH0346'CONCRETE PIPE UNDER THE SAND ROAD, 25 FEET NORTH OF THE
 BH0346'PROJECTED PLANE OF THE NORTH WALL OF THE CUMMINGS HOUSE, 3.5 FEET
 BH0346'SOUTH OF THE NORTHEAST CORNER POST OF YARD FENCE, 1 FOOT EAST
 BH0346'OF EAST OF EAST YARD FENCE AND 1 FOOT SOUTH OF WITNESS POST.  IT IS
 BH0346'A C AND GS REFERENCE MARK DISK, STAMPED HILDA 1930 NO 3 1969,
 BH0346'PROJECTING 2 INCHES.
 BH0346'
 BH0346'HILDA 2 1943 1969 IS 138.68 FEET EAST-SOUTHEAST OF THE STATION IT IS
 BH0346'AT THE WEST EDGE OF SAND ROAD LEADING SOUTH FROM THE CONCRETE
 BH0346'ROAD, 85 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CUMMINGS
 BH0346'HOUSE, 90 FEET SOUTH OF THE CENTER OF THE CONCRETE ROAD, 64 FEET
 BH0346'SOUTH OF THE WEST END OF CONCRETE PIPE UNDER THE SAND ROAD, 11 FEET
 BH0346'EAST OF THE EAST YARD FENCE OF THE CUMMINGS YARD, 101.5 FEET
 BH0346'NORTHWEST OF THE NORTHWEST CORNER OF THE FIRST HOUSE SOUTH OF THE
 BH0346'CONCRETE ROAD AND ON EAST SIDE OF SAND ROAD, 19 FEET SOUTH OF THE
 BH0346'PROJECTED PLANE OF THE NORTH WALL OF THE CUMMINGS HOUSE AND ON
 BH0346'THE WEST EDGE OF THE ROAD. IT IS A C AND GS TRIANGULATION STATION
 BH0346'DISK, STAMPED HILDA 2 1943 1969, ONE FOOT BELOW THE SURFACE OF
 BH0346'THE ROAD.
 BH0346'
 BH0346'THE AZIMUTH MARK IS 0.1 MILE EAST OF THE STATION.  IT IS 78 FEET
 BH0346'NORTH-NORTHEAST OF POWERLINE POLE NUMBER 407, 43.5 FEET NORTH OF
 BH0346'THE CENTER OF THE CONCRETE ROAD, 4 FEET WEST-SOUTHWEST OF POWERLINE
 BH0346'POLE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A C AND
 BH0346'GS AZIMUTH MARK DISK, STAMPED HILDA 1930 AZ MK 3 1969, PROJECTING 4
 BH0346'INCHES.
 BH0346'
 BH0346'TO REACH THE STATION FROM THE WEST END OF THE DRAW BRIDGE OVER THE
 BH0346'PASCAGOULA RIVER, AT THE WEST EDGE OF TOWN, GO WEST ON U.S.
 BH0346'HIGHWAY 90 FOR 5.45 MILES TO THE GAUTIER CATH.  CHURCH ON THE LEFT,
 BH0346'CONTINUE AHEAD ON U.S. 90 FOR 0.55 MILE TO SAND CROSS ROADS.
 BH0346'TURN LEFT AND GO SOUTH ON SAND ROAD FOR 0.25 MILE TO T-JUNCTION WITH
 BH0346'CONCRETE ROAD AND THE STATION TO THE SOUTHEAST.  TO REACH
 BH0346'AZIMUTH FROM STATION GO EAST ON CONCRETE ROAD 0.1 MILE TO THE MARK ON
 BH0346'THE LEFT.
 BH0346'
 BH0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES WEST OF
 BH0346'GAUTIER.
 BH0346
 BH0346                          STATION RECOVERY (1969)
 BH0346
 BH0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH0346'3.5 MI W FROM GAUTIER.
 BH0346'5.3 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BH0346'PASCAGOULA STREET IN PASCAGOULA, THENCE 2.0 MILES WEST ALONG CONCRETE
 BH0346'ROAD, ON THE PROPERTY OF MR. MAYRON CUMMINGS, 69 FEET EAST-SOUTHEAST
 BH0346'OF POWERLINE POLE NUMBER 404, 44 FEET SOUTH OF THE CENTER OF CONCRETE
 BH0346'ROAD, 53 FEET EAST OF POWERLINE POLE WITH TRANSFORMER, 37 FEET EAST OF
 BH0346'CENTER OF PRIVATE DRIVE WHICH IS ALSO EXTENDED CENTERLINE OF DIRT ROAD
 BH0346'LEADING NORTH, 32 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BH0346'CUMMINGS HOUSE, 16.5 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL
 BH0346'OF THE HOUSE, 2 FEET SOUTH OF THE NORTH FRONT YARD FENCE, IN THE
 BH0346'CUMMINGS FRONT YARD, AND SET IN THE TOP OF A CONCRETE POST THAT IS 1
 BH0346'INCH BELOW THE GROUND SURFACE.  SECTION 35, T 7S, R7W.
 BH0346
 BH0346                          STATION RECOVERY (1986)
 BH0346
 BH0346'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH0346'THE STATION WAS RECOVERED AT THIS DATE.
 BH0346'THE AZIMUTH MARK, HILDA 1930,1969 NO 3 AND REFERENCE MARK 3 WERE
 BH0346'ALSO RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 HAS BEEN
 BH0346'DISTURBED.  THE DISTANCE FROM THE STATION TO RM NO 2 WAS 23.434
 BH0346'METERS, AND THE DIRECTION FROM THE AZIMUTH MARK TO RM NO 2 WAS
 BH0346'268-40-31.6.
 BH0346'
 BH0346'RECOVERED BY P B WALBOLT.
 BH0346
 BH0346                          STATION RECOVERY (2005)
 BH0346
 BH0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0346'N302324.1 W0883953.8
 BH0346'MARK NOW 0.8 M SO. OF WIRE FENCE AND 0.13 M BELOW GROUND SURFACE
 BH0346' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0344 ***********************************************************************
 BH0344  DESIGNATION -  HILDA AZ MK RESET
 BH0344  PID         -  BH0344
 BH0344  STATE/COUNTY-  MS/JACKSON
 BH0344  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0344
 BH0344                         *CURRENT SURVEY CONTROL
 BH0344  ___________________________________________________________________
 BH0344* NAD 83(1986)-  30 23 19.     (N)    088 39 29.     (W)     SCALED    
 BH0344* NAVD 88     -         6.224  (meters)      20.42   (feet)  ADJUSTED  
 BH0344  ___________________________________________________________________
 BH0344  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BH0344  DYNAMIC HT  -           6.216 (meters)      20.39  (feet)  COMP
 BH0344  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 BH0344
 BH0344  VERT ORDER  -  FIRST     CLASS I
 BH0344
 BH0344.The horizontal coordinates were scaled from a topographic map and have
 BH0344.an estimated accuracy of +/- 6 seconds.
 BH0344
 BH0344.The orthometric height was determined by differential leveling
 BH0344.and adjusted in June 1991.
 BH0344
 BH0344.The geoid height was determined by GEOID03.
 BH0344
 BH0344.The dynamic height is computed by dividing the NAVD 88
 BH0344.geopotential number by the normal gravity value computed on the
 BH0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0344.degrees latitude (g = 980.6199 gals.).
 BH0344
 BH0344.The modeled gravity was interpolated from observed gravity values.
 BH0344
 BH0344;                    North         East    Units  Estimated Accuracy
 BH0344;SPC MS E     -    98,510.      316,850.      MT  (+/- 180 meters Scaled)
 BH0344
 BH0344                          SUPERSEDED SURVEY CONTROL
 BH0344
 BH0344  NGVD 29 (??/??/??)    6.183  (m)           20.29   (f) ADJUSTED    1 1
 BH0344
 BH0344.Superseded values are not recommended for survey control.
 BH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0344.See file dsdata.txt to determine how the superseded data were derived.
 BH0344
 BH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU407630(NAD 83)
 BH0344_MARKER: DZ = AZIMUTH MARK DISK
 BH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0344_STAMPING: HILDA 1930 1935 RESET 1958
 BH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0344+STABILITY: SURFACE MOTION
 BH0344
 BH0344  HISTORY     - Date     Condition        Report By
 BH0344  HISTORY     - 1958     MONUMENTED       CGS
 BH0344  HISTORY     - 1968     GOOD             CGS
 BH0344  HISTORY     - 1971     GOOD             NGS
 BH0344  HISTORY     - 20050818 MARK NOT FOUND   NGS
 BH0344
 BH0344                          STATION DESCRIPTION
 BH0344
 BH0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0344'6.75 MI W FROM PASCAGOULA.
 BH0344'6.75 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BH0344'PASCAGOULA STREET IN PASCAGOULA, ABOUT 0.25 MILE WEST OF A BLACKTOP
 BH0344'ROAD INTERSECTION, ABOUT 118 YARDS SOUTHEAST OF THE CENTER OF THE
 BH0344'JUNCTION OF THE EASTBOUND LANE OF THE HIGHWAY AND THE EAST ONE OF TWO
 BH0344'DRIVE WAYS SOUTH TO A LARGE BRICK CHURCH, 83.0 FEET SOUTH OF THE
 BH0344'CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 35.0 FEET EAST OF
 BH0344'POWER LINE POLE NO. 52, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 BH0344'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BH0344'PROJECTING 0.3 FOOT ABOVE THE GROUND.  IN SECT. 35, T 7 S, R 7 W.
 BH0344
 BH0344                          STATION RECOVERY (1971)
 BH0344
 BH0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0344'RECOVERED IN GOOD CONDITION.
 BH0344
 BH0344                          STATION RECOVERY (2005)
 BH0344
 BH0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0344'SITE PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2311 ***********************************************************************
 BH2311  DESIGNATION -  HILDA FIRE TOWER
 BH2311  PID         -  BH2311
 BH2311  STATE/COUNTY-  MS/JACKSON
 BH2311  USGS QUAD   -  GAUTIER NORTH (1982)
 BH2311
 BH2311                         *CURRENT SURVEY CONTROL
 BH2311  ___________________________________________________________________
 BH2311* NAD 83(1993)-  30 25 51.62311(N)    088 39 12.47446(W)     ADJUSTED  
 BH2311* NAVD 88     -              **(meters)            **(feet)            
 BH2311  ___________________________________________________________________
 BH2311  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BH2311  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH2311  HORZ ORDER  -  THIRD
 BH2311
 BH2311.The horizontal coordinates were established by classical geodetic methods
 BH2311.and adjusted by the National Geodetic Survey in May 1994.
 BH2311
 BH2311
 BH2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2311
 BH2311.The geoid height was determined by GEOID03.
 BH2311
 BH2311;                    North         East     Units Scale Factor Converg.
 BH2311;SPC MS E     -   103,212.383   317,278.479   MT  0.99995368   +0 05 28.0
 BH2311;SPC MS E     -   338,622.63  1,040,937.81   sFT  0.99995368   +0 05 28.0
 BH2311;UTM  16      - 3,367,706.629   341,209.933   MT  0.99991106   -0 50 15.6
 BH2311
 BH2311                          SUPERSEDED SURVEY CONTROL
 BH2311
 BH2311  NAD 83(1993)-  30 25 51.63239(N)    088 39 12.47125(W) AD(       ) 4
 BH2311  NAD 83(1986)-  30 25 51.64646(N)    088 39 12.46651(W) AD(       ) 4
 BH2311  NAD 27      -  30 25 50.92500(N)    088 39 12.38800(W) AD(       ) 3
 BH2311
 BH2311.Superseded values are not recommended for survey control.
 BH2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2311.See file dsdata.txt to determine how the superseded data were derived.
 BH2311
 BH2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4121067707(NAD 83)
 BH2311_MARKER: 55 = TOWER
 BH2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH2311+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BH2311
 BH2311  HISTORY     - Date     Condition        Report By
 BH2311  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH2311  HISTORY     - 1943     GOOD             CGS
 BH2311  HISTORY     - 1950     GOOD             CGS
 BH2311  HISTORY     - 1958     GOOD             CGS
 BH2311  HISTORY     - 1959     GOOD             CGS
 BH2311  HISTORY     - 1968     GOOD             MSHD
 BH2311  HISTORY     - 20031220 GOOD             USPSQD
 BH2311
 BH2311                          STATION DESCRIPTION
 BH2311
 BH2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2311'THIS INTERSECTION STATION IS LOCATED ABOUT 3.5 MILES NNE OF THE HILDA
 BH2311'RAILROAD STATION AND ABOUT 3.0 MILES N OF U.S.  HIGHWAY 90.  THE
 BH2311'FIRE TOWER IS A STANDARD STEEL FOUR-LEGGED STRUCTURE WITH AN ENCLOSED
 BH2311'CABIN AT THE TOP.  THE TOWER WAS ERECTED IN 1928 AND IS 100 FEET
 BH2311'IN HEIGHT.  THE TOWER SERVES AS A LOOKOUT FOR THE MISSISSIPPI
 BH2311'FORESTRY SERVICE AND ALSO HOUSES FEDERAL AIRCRAFT SPOTTERS.
 BH2311'
 BH2311'TO REACH THE STATION FROM HILDAS GROCERY ON THE S SIDE OF U.S.
 BH2311'HIGHWAY 90, GO E ON HIGHWAY 90 FOR 0.8 MILE, TURN LEFT ON A DIRT
 BH2311'ROAD AND GO NORTHERLY FOR 3.1 MILES TO THE FIRE TOWER ON THE RIGHT.
 BH2311
 BH2311                          STATION RECOVERY (1950)
 BH2311
 BH2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2311'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION BY K.B.J. IN 1943
 BH2311'IS ADEQUATE EXCEPT HILDAS GROCERY STORE IS NOW ABANDONED.  A
 BH2311'COMPLETE NEW DESCRIPTION FOLLOWS-
 BH2311'
 BH2311'TO REACH THE STATION FROM THE E END OF THE PASCAGOULA RIVER BRIDGE IN
 BH2311'PASCAOULA, GO W ON U.S. HIGHWAY 90 FOR 5.7 MI. TO AN IMPROVED
 BH2311'ROAD N, TURN N (RIGHT) 2.4 MI. TO A FORK IN THE ROAD, TAKT THE LEFT
 BH2311'FORK (UNIMPROVED ROAD) 0.7 MI.  TO THE STATION ON THE RIGHT.  A
 BH2311'CONVENTIONAL FOUR-LEGGED SKELETON STEEL FIRE TOWER WITH AN ENCLOSED
 BH2311'CABIN AT THE TOP.  THE TOWER WAS ERECTED IN 1928 AND IS 100 FT. IN
 BH2311'HEIGHT.  THE TOWER SERVES AS A LOOKOUT FOR THE MISSISSIPPI
 BH2311'FORESTRY SERVICE.
 BH2311
 BH2311                          STATION RECOVERY (1958)
 BH2311
 BH2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2311'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BH2311
 BH2311                          STATION RECOVERY (1959)
 BH2311
 BH2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2311'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1950
 BH2311'DESCRIPTION
 BH2311
 BH2311                          STATION RECOVERY (1968)
 BH2311
 BH2311'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2311'THE STATION WAS VISITED 8-14-68 AND THE STATION WAS FOUND IN GOOD
 BH2311'CONDITION.  THE STATION IS LOCATED 4.5 MILES NORTHEAST OF
 BH2311'FOUNTAINEBLEAU AND 7.9 MILES SOUTHEAST OF VANCLEAVE IN THE SOUTHEAST
 BH2311'1/4 OF SECTION 14, T 7S, R7W AND ON PROPERTY OWNED BY THE
 BH2311'MISSISSIPPI FORESTRY COMMISSION.  IT IS A GLASS ENCLOSED STEEL CABIN
 BH2311'ATOP A FOUR LEGGED STEEL STRUCTURE 100 FEET HIGH. THE TOWER
 BH2311'IS NOW CALLED JACKSON LOOKOUT TOWER.
 BH2311'
 BH2311'TO REACH THE STATION FROM THE DRAW BRIDGE ACROSS THE PASCAGOULA RIVER
 BH2311'AT THE WEST EDGE OF PASCAGOULA GO WEST ON U.S.  HIGHWAY 90 FOR 5.9
 BH2311'MILES TO A CROSSROADS JUST WEST OF THE JACKSON COUNTY JR. COLLEGE.
 BH2311'TURN RIGHT (NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR 2.2
 BH2311'MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON AN ALL WEATHER ROAD
 BH2311'FOR 0.65 MILE TO THE TOWER ON THE RIGHT AS DESCRIBED.
 BH2311
 BH2311                          STATION RECOVERY (2003)
 BH2311
 BH2311'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BH2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0345 ***********************************************************************
 BH0345  DESIGNATION -  HILDA RM 2
 BH0345  PID         -  BH0345
 BH0345  STATE/COUNTY-  MS/JACKSON
 BH0345  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0345
 BH0345                         *CURRENT SURVEY CONTROL
 BH0345  ___________________________________________________________________
 BH0345* NAD 83(1986)-  30 23 24.     (N)    088 39 53.     (W)     SCALED    
 BH0345* NAVD 88     -         5.986  (meters)      19.64   (feet)  ADJUSTED  
 BH0345  ___________________________________________________________________
 BH0345  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0345  DYNAMIC HT  -           5.978 (meters)      19.61  (feet)  COMP
 BH0345  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 BH0345
 BH0345  VERT ORDER  -  FIRST     CLASS I
 BH0345
 BH0345.The horizontal coordinates were scaled from a topographic map and have
 BH0345.an estimated accuracy of +/- 6 seconds.
 BH0345
 BH0345.The orthometric height was determined by differential leveling
 BH0345.and adjusted in June 1991.
 BH0345
 BH0345.The geoid height was determined by GEOID03.
 BH0345
 BH0345.The dynamic height is computed by dividing the NAVD 88
 BH0345.geopotential number by the normal gravity value computed on the
 BH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0345.degrees latitude (g = 980.6199 gals.).
 BH0345
 BH0345.The modeled gravity was interpolated from observed gravity values.
 BH0345
 BH0345;                    North         East    Units  Estimated Accuracy
 BH0345;SPC MS E     -    98,670.      316,200.      MT  (+/- 180 meters Scaled)
 BH0345
 BH0345                          SUPERSEDED SURVEY CONTROL
 BH0345
 BH0345  NGVD 29 (??/??/??)    5.945  (m)           19.50   (f) ADJUSTED    1 1
 BH0345
 BH0345.Superseded values are not recommended for survey control.
 BH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0345.See file dsdata.txt to determine how the superseded data were derived.
 BH0345
 BH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU400631(NAD 83)
 BH0345_MARKER: DR = REFERENCE MARK DISK
 BH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0345_STAMPING: HILDA NO 2 1930
 BH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0345+STABILITY: SURFACE MOTION
 BH0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0345+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 BH0345
 BH0345  HISTORY     - Date     Condition        Report By
 BH0345  HISTORY     - 1930     MONUMENTED       CGS
 BH0345  HISTORY     - 1969     GOOD             CGS
 BH0345  HISTORY     - 20050818 GOOD             NGS
 BH0345
 BH0345                          STATION DESCRIPTION
 BH0345
 BH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0345'3.5 MI W FROM GAUTIER.
 BH0345'5.3 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BH0345'PASCAGOULA STREET IN PASCAGOULA, THENCE 2.0 MILES WEST ALONG A
 BH0345'CONCRETE ROAD, 76.93 FEET NORTH OF TRIANGULATION STATION HILDA 1930,
 BH0345'112 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FELLOWSHIP
 BH0345'BAPTIST CHURCH, 64.5 FEET EAST-SOUTHEAST OF POWERLINE POLE NUMBER 060
 BH0345'1080, 32 FEET NORTH OF THE CENTER OF CONCRETE ROAD, 38 FEET EAST OF
 BH0345'THE CENTER OF DIRT ROAD, 29 FEET EAST-NORTHEAST OF THE EAST END OF AN
 BH0345'18 INCH PIPE UNDER DIRT ROAD, 41 FEET SOUTH OF PROJECTED PLANE OF
 BH0345'SOUTH WALL OF THE CHURCH, 1 FOOT NORTH OF A WITNESS POST AND ON THE
 BH0345'NORTH EDGE OF A DRAIN DITCH, ABOUT LEVEL WITH THE ROADS, AND SET IN
 BH0345'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  SEC
 BH0345'35, T 7S, R 7W.
 BH0345
 BH0345                          STATION RECOVERY (2005)
 BH0345
 BH0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0345'E. OF BEASLEY RD., NO. OF OLD SPANISH TRAIL HWY., ON NO. SIDE OF
 BH0345'DITCH. NO SIGN OF CITED CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0348 ***********************************************************************
 BH0348  DESIGNATION -  HILDA RM 3
 BH0348  PID         -  BH0348
 BH0348  STATE/COUNTY-  MS/JACKSON
 BH0348  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0348
 BH0348                         *CURRENT SURVEY CONTROL
 BH0348  ___________________________________________________________________
 BH0348* NAD 83(1986)-  30 23 24.     (N)    088 39 53.     (W)     SCALED    
 BH0348* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 BH0348  ___________________________________________________________________
 BH0348  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0348  VERT ORDER  -  THIRD (See Below)
 BH0348
 BH0348.The horizontal coordinates were scaled from a topographic map and have
 BH0348.an estimated accuracy of +/- 6 seconds.
 BH0348
 BH0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0348.The vertical order pertains to the NGVD 29 superseded value.
 BH0348
 BH0348.The geoid height was determined by GEOID03.
 BH0348
 BH0348;                    North         East    Units  Estimated Accuracy
 BH0348;SPC MS E     -    98,670.      316,200.      MT  (+/- 180 meters Scaled)
 BH0348
 BH0348                          SUPERSEDED SURVEY CONTROL
 BH0348
 BH0348  NGVD 29 (??/??/??)    5.82   (m)           19.1    (f) RESET       3  
 BH0348
 BH0348.Superseded values are not recommended for survey control.
 BH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0348.See file dsdata.txt to determine how the superseded data were derived.
 BH0348
 BH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU400631(NAD 83)
 BH0348_MARKER: DR = REFERENCE MARK DISK
 BH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0348_STAMPING: HILDA 1930 NO 3 1969
 BH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0348+STABILITY: SURFACE MOTION
 BH0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0348+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 BH0348
 BH0348  HISTORY     - Date     Condition        Report By
 BH0348  HISTORY     - 1969     MONUMENTED       CGS
 BH0348  HISTORY     - 20050818 GOOD             NGS
 BH0348
 BH0348                          STATION DESCRIPTION
 BH0348
 BH0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BH0348'3.5 MI W FROM GAUTIER.
 BH0348'5.3 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BH0348'PASCAGOULA STREET IN PASCAGOULA, THENCE 2.0 MILES WEST ALONG CONCRETE
 BH0348'ROAD, AT THE NORTHEAST CORNER OF THE MAYRON CUMMINGS FRONT YARD,
 BH0348'113.85 FEET EAST OF TRIANGULATION STATION HILDA 1930, 71 FEET
 BH0348'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CUMMINGS HOUSE, 46.5
 BH0348'FEET SOUTH OF THE CENTER OF THE CONCRETE ROAD, 20 FEET WEST OF THE
 BH0348'CENTER OF THE DIRT ROAD LEADING SOUTH, 20 FEET SOUTH-SOUTHWEST OF THE
 BH0348'WEST END OF PIPE UNDER THE DIRT ROAD, 25 FEET NORTH OF THE PROJECTED
 BH0348'PLANE OF THE NORTH WALL OF THE HOUSE, 3.5 FEET SOUTH OF THE NORTHEAST
 BH0348'CORNER OF THE YARD FENCE, 1 FOOT EAST OF THE EAST YARD FENCE, 1 FOOT
 BH0348'SOUTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST THAT
 BH0348'PROJECTS 2 INCHES ABOVE THE GROUND.  SECTION 35, T7S, R7W.
 BH0348
 BH0348                          STATION RECOVERY (2005)
 BH0348
 BH0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH0348'N302323.8 W0883952.4
 BH0348'1 FT SO. OF STEEL W.P. ROUND CONC. MON. FLUSH WITH GROUND AND ABOUT
 BH0348'LEVEL WITH OLD SPANISH TRAIL HWY.  6.0 M W. OF CL OF HAKES DR.,
 BH0348'RUNNING SO. FROM O.S.T.  11.05 M SO. OF SO. EOP OF O.S.T.  1.1 M SSE
 BH0348'OF WOODEN CORNER POST OF WIRE FENCE.  0.3 M E. OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2644 ***********************************************************************
 CP2644  DESIGNATION -  HILL
 CP2644  PID         -  CP2644
 CP2644  STATE/COUNTY-  MS/HINDS
 CP2644  USGS QUAD   -  NEW BYRAM (1980)
 CP2644
 CP2644                         *CURRENT SURVEY CONTROL
 CP2644  ___________________________________________________________________
 CP2644* NAD 83(1993)-  32 14 48.34221(N)    090 18 05.45126(W)     ADJUSTED  
 CP2644* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CP2644  ___________________________________________________________________
 CP2644  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CP2644  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP2644  HORZ ORDER  -  THIRD
 CP2644
 CP2644.The horizontal coordinates were established by classical geodetic methods
 CP2644.and adjusted by the National Geodetic Survey in May 1994.
 CP2644
 CP2644.The orthometric height was scaled from a topographic map.
 CP2644
 CP2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2644
 CP2644.The geoid height was determined by GEOID03.
 CP2644
 CP2644;                    North         East     Units Scale Factor Converg.
 CP2644;SPC MS W     -   304,511.530   702,998.456   MT  0.99995011   +0 01 01.1
 CP2644;SPC MS W     -   999,051.58  2,306,420.77   sFT  0.99995011   +0 01 01.1
 CP2644;UTM  15      - 3,570,983.859   754,242.180   MT  1.00039720   +1 26 26.1
 CP2644
 CP2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2644!SPC MS W     -   0.99998672  x   0.99995011  =   0.99993683
 CP2644!UTM  15      -   0.99998672  x   1.00039720  =   1.00038392
 CP2644
 CP2644|---------------------------------------------------------------------|
 CP2644| PID    Reference Object                     Distance      Geod. Az  |
 CP2644|                                                           dddmmss.s |
 CP2644| AI4274 HILL RM 1                            13.688 METERS 08242     |
 CP2644| AI4276 HILL RM 3                            19.524 METERS 08404     |
 CP2644| CP2641 COOPER 2 RESET                      APPROX. 6.5 KM 2513751.8 |
 CP2644| AI4278 HILL AZ MK                                         2715355.0 |
 CP2644| AI4275 HILL RM 2                            20.936 METERS 35324     |
 CP2644|---------------------------------------------------------------------|
 CP2644
 CP2644                          SUPERSEDED SURVEY CONTROL
 CP2644
 CP2644  NAD 83(1986)-  32 14 48.35651(N)    090 18 05.44680(W) AD(       ) 3
 CP2644  NAD 27      -  32 14 47.82200(N)    090 18 05.11800(W) AD(       ) 3
 CP2644
 CP2644.Superseded values are not recommended for survey control.
 CP2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2644.See file dsdata.txt to determine how the superseded data were derived.
 CP2644
 CP2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5424270984(NAD 83)
 CP2644_MARKER: DS = TRIANGULATION STATION DISK
 CP2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2644_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2644+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 CP2644
 CP2644  HISTORY     - Date     Condition        Report By
 CP2644  HISTORY     - 1948     MONUMENTED       CGS
 CP2644  HISTORY     - 1955     GOOD             CGS
 CP2644  HISTORY     - 1961     GOOD             MSHD
 CP2644  HISTORY     - 1972     GOOD             NGS
 CP2644  HISTORY     - 1975     GOOD             NGS
 CP2644  HISTORY     - 1975     GOOD             NGS
 CP2644  HISTORY     - 1977     GOOD             MSHD
 CP2644  HISTORY     - 19810301 GOOD             MSSU
 CP2644  HISTORY     - 19811001 GOOD             MSSU
 CP2644  HISTORY     - 1983     GOOD             NGS
 CP2644  HISTORY     - 20020528 GOOD             MSHD
 CP2644
 CP2644                          STATION DESCRIPTION
 CP2644
 CP2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2644'THE STATION IS LOCATED ON THE WEST SIDE OF THE SMALL SETTLEMENT
 CP2644'OF SIWELL, ABOUT 6-1/2 MILES EAST-SOUTHEAST OF RAYMOND, 6-1/2
 CP2644'MILES SOUTHWEST OF JACKSON, AND ON LAND OWNED BY MRS. J.F.
 CP2644'HILL.  THE MARK IS 88.9 FEET NORTHEAST OF THE NORTHEAST
 CP2644'CORNER OF MRS. HILLS HOUSE, 37.4 FEET NORTHEAST OF POWERLINE
 CP2644'POLE NO. 156, 30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 CP2644'18, 29 FEET EAST OF THE APPROXIMATE CENTERLINE OF MRS. HILLS
 CP2644'DRIVEWAY, AND 5 FEET EAST OF A WITNESS POST.  THE MARK
 CP2644'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HILL 1948.
 CP2644'
 CP2644'REFERENCE MARK NO. 1 IS 44.91 FEET EAST OF THE STATION AND
 CP2644'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 CP2644'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HILL NO 1 1948.
 CP2644'
 CP2644'REFERENCE MARK NO. 2 IS 68.69 FEET NORTH OF THE STATION AND
 CP2644'38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 CP2644'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HILL NO 2 1948.
 CP2644'
 CP2644'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION VIA STATE
 CP2644'HIGHWAY 18, 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CP2644'17 FEET EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY,
 CP2644'AND 1 FOOT EAST OF A WITNESS POST.  THE MARK PROJECTS 6
 CP2644'INCHES, AND THE DISK IS STAMPED HILL 1948.
 CP2644'
 CP2644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 CP2644'AND STATE HIGHWAY 18 ON THE SOUTHWEST SIDE OF JACKSON, GO
 CP2644'WEST ON THE LATTER FOR 6.2 MILES TO THE SMALL SETTLEMENT
 CP2644'OF SIWELL, AND THE GATES STORE ON THE LEFT.  CONTINUE ON
 CP2644'THE HIGHWAY FOR 0.05 MILE TO MRS. HILLS HOME ON THE LEFT,
 CP2644'AND THE STATION AS DESCRIBED.
 CP2644'
 CP2644'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CP2644
 CP2644                          STATION RECOVERY (1955)
 CP2644
 CP2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 CP2644'THE STATION WAS VISITED 9-13-55.  THE STATION, AZIMUTH MARK
 CP2644'AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP2644'MARK NO. 1 WAS FOUND DESTROYED, THE DISK WAS REMOVED RESTAMPED
 CP2644'NO. 3 AND USED TO ESTABLISH REFERENCE MARK NO. 3.  THE LAND
 CP2644'ON WHICH THE STATION WAS SET IS NOW OWNED BY E.E. STEWART,
 CP2644'REFERENCE MARK NO. 2 IS ON THE HIGHWAY RIGHT-OF-WAY AND
 CP2644'REFERENCE MARK NO. 3 IS ON LAND OWNED BY MR. R.C. WIGSTER.
 CP2644'A FOUR MINUTE ERROR WAS FOUND IN THE ANGLE BETWEEN THE AZIMUTH
 CP2644'MARK AND REFERENCE MARK NO. 2, THIS WAS CHECKED IN THE FIELD
 CP2644'AT THIS TIME.
 CP2644'
 CP2644'A NEW DESCRIPTION FOLLOWS--
 CP2644'
 CP2644'THE STATION IS LOCATED 6.5 MILES EAST-SOUTHEAST OF RAYMOND
 CP2644'AND 6.5 MILES SOUTHWEST OF JACKSON, ALONG STATE HIGHWAY
 CP2644'18, ON PROPERTY OWNED BY E.E. STEWART, 171 FEET NORTHEAST
 CP2644'OF THE NORTHEAST CORNER OF THE STEWART HOUSE, 170.5 FEET
 CP2644'EAST OF THE NORTHWEST CORNER OF THE WEST PILLAR IN FRONT OF
 CP2644'THE R.C. WIGSTER STORE, 29 FEET SOUTH OF THE CENTERLINE OF
 CP2644'STATE HIGHWAY 18, 5 FEET EAST OF A WITNESS POST AND AT THE
 CP2644'NORTHEAST CORNER OF THE STEWART PROPERTY AND THE NORTHWEST
 CP2644'CORNER OF THE PROPERTY OWNED BY MR. WIGSTER.  IT IS A
 CP2644'STANDARD DISK, STAMPED HILL 1948, PROJECTING 6 INCHES.
 CP2644'
 CP2644'REFERENCE MARK NO. 2 IS 68.69 FEET NORTH OF THE STATION,
 CP2644'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 CP2644'WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE LINE AND ABOUT
 CP2644'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 CP2644'DISK, STAMPED HILL NO 2 1948, PROJECTING 6 INCHES.
 CP2644'
 CP2644'REFERENCE MARK NO. 3 IS 64.05 FEET EAST OF THE STATION, 30
 CP2644'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 106 FEET WEST
 CP2644'OF THE WEST BRICK PILLAR IN FRONT OF THE WIGSTER STORE AND
 CP2644'IN LINE WITH THE EAST AND THE WEST PILLARS, 12 FEET SOUTHWEST
 CP2644'OF A 12-INCH OAK TREE AND 29 FEET WEST-NORTHWEST OF A 30-INCH
 CP2644'OAK TREE AND ABOUT LEVEL WITH THE HIGHWAY.  IT IS A STANDARD
 CP2644'DISK, STAMPED HILL NO 3 1948, FLUSH WITH THE GROUND.
 CP2644'
 CP2644'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION IN THE
 CP2644'SOUTHEAST CORNER OF THE FRONT YARD OF A SMALL WHITE HOUSE
 CP2644'ON THE NORTH SIDE OF THE ROAD, 30 FEET NORTH OF THE CENTER
 CP2644'OF THE HIGHWAY, 1 FOOT EAST OF A WITNESS POST, 18 FEET SOUTH
 CP2644'OF A POWER POLE AND 19 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 CP2644'IT IS A STANDARD DISK, STAMPED HILL 1948, PROJECTING 6 INCHES.
 CP2644'
 CP2644'TO REACH THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 CP2644'18 IN SOUTHWEST JACKSON, GO WEST ON STATE HIGHWAY 18 FOR
 CP2644'6.2 MILES TO THE SMALL SETTLEMENT OF SIWELL, THE WIGSTER
 CP2644'STORE AND THE STATION ON THE LEFT.
 CP2644'
 CP2644'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 CP2644'HIGHWAY 18 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 CP2644
 CP2644                          STATION RECOVERY (1961)
 CP2644
 CP2644'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2644'THE STATION WAS VISITED 9-25-61.  THE STATION, AZIMUTH MARK,
 CP2644'R.M. NO. 2 AND R.M. NO. 3 WERE FOUND IN GOOD CONDITION.
 CP2644'
 CP2644'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 CP2644'
 CP2644'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION
 CP2644'AND 1.0 FOOT SOUTH OF THE AZIMUTH MARK.
 CP2644
 CP2644                          STATION RECOVERY (1972)
 CP2644
 CP2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JW)
 CP2644'STATION, RM 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 3 NOT
 CP2644'FOUND, PROBABLY UNDER A DRIVEWAY.
 CP2644
 CP2644                          STATION RECOVERY (1975)
 CP2644
 CP2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RB)
 CP2644'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 3 DESTROYED OR
 CP2644'COVERED BY DRIVEWAY.  RM 2 DISK IS MISSING FROM POST.
 CP2644
 CP2644                          STATION RECOVERY (1975)
 CP2644
 CP2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CP2644'THE STATION WAS VISITED 5-27-75 AND THE STATION MARK, REFERENCE MARK
 CP2644'NO 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 CP2644'AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION AT THIS TIME.
 CP2644'REFERENCE MARK NO 2 MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  A
 CP2644'NEW REFERENCE MARK NO 4 WAS ESTABLISHED AT THIS DATE.  A NEW
 CP2644'DESCRIPTION FOLLOWS--
 CP2644'
 CP2644'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF JACKSON, 6.5
 CP2644'MILES EAST-SOUTHEAST OF RAYMOND ALONG THE SOUTH SIDE OF RAYMOND
 CP2644'ROAD (OLD HIGHWAY 18).
 CP2644'
 CP2644'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CP2644'18 ABOUT 9 MILES WEST OF THE CENTER OF JACKSON GO SOUTHWEST ON STATE
 CP2644'HIGHWAY 18 FOR 3.2 MILES TO A CROSSROAD (WEST SIWELL ROAD).  TURN
 CP2644'LEFT AND GO SOUTHERLY ON WEST SIWELL ROAD FOR 1.65 MILES TO A T-ROAD,
 CP2644'(RAYMOND ROAD), TURN LEFT AND GO EAST ON PAYMOND ROAD FOR 0.1
 CP2644'MILE TO STATION ON RIGHT.
 CP2644'
 CP2644'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 CP2644'HILL 1948, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 CP2644'INCHES.  IT IS 85 FEET EAST OF A TWIN-TRUNKED OAK TREE, 77.5 FEET
 CP2644'SOUTH-SOUTHWEST OF POWER POLE NO. C156, 67 FEET NORTHWEST OF THE
 CP2644'NORTHWEST CORNER OF A HOUSE, 53 FEET WEST OF A 24 INCH OAK TREE,
 CP2644'29.5 FEET SOUTH OF THE CENTER OF A PAVED ROAD AND 1 FOOT SOUTH
 CP2644'OF A METAL WITNESS POST AND SIGN.
 CP2644'
 CP2644'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED HILL
 CP2644'NO 3 1948 SET IN TOP OF A SQUARE CONCRETE POST, 5 INCHES BELOW THE
 CP2644'SURFACE OF THE GROUND.  IT IS IN THE CENTER OF A GRAVEL DRIVEWAY,
 CP2644'107 FEET WEST OF THE WEST BRICK PILLAR OF A STORE, 81 FEET
 CP2644'SOUTH-SOUTHEAST OF POWER POLE NO. C156, 57 FEET NORTH-NORTHWEST OF
 CP2644'THE NORTHEAST CORNER OF A HOUSE, 30 FEET SOUTH OF THE CENTER OF
 CP2644'A PAVED ROAD, 14.3 FEET EAST OF THE PROJECTED PLANE OF THE WEST
 CP2644'WALL OF A HOUSE AND 12 FEET SOUTHEAST OF A 24 INCH OAK TREE.
 CP2644'
 CP2644'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK STAMPED HILL
 CP2644'1948 NO 4 1975 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 CP2644'INCHES.  IT IS 112 FEET NORTHEAST OF A TWIN TRUNKED OAK TREE, 78
 CP2644'FEET EAST OF A 20 INCH PINE TREE, 39 FEET NORTH OF THE CENTER OF A
 CP2644'PAVED ROAD, 28.5 FEET WEST OF POWER POLE NO. C156 AND 1 FOOT
 CP2644'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CP2644'
 CP2644'THE DISTANCE BETWEEN REFERENCE MARKS NO 3 AND NO 4 IS 94.362 FEET,
 CP2644'28.762 METERS.
 CP2644'
 CP2644'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HILL 1948
 CP2644'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 CP2644'0.3 MILE WEST OF THE STATION, 112.5 FEET SOUTH-SOUTHEAST OF THE
 CP2644'SOUTHEAST CORNER OF A SMALL WHITE FRAME HOUSE, 45 FEET
 CP2644'WEST-SOUTHWEST OF A FENCE CORNER, 30.5 FEET NORTH OF THE CENTER OF A
 CP2644'PAVED ROAD, 20 FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 18
 CP2644'FEET SOUTH OF POWER POLE NO. C162.
 CP2644
 CP2644                          STATION RECOVERY (1977)
 CP2644
 CP2644'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2644'THE STATION WAS VISITED 9-8-77 AND THE STATION MARK, RM NO 3, RM NO 4
 CP2644'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  AS STATED IN THE
 CP2644'1975 RECOVERY THE AZIMUTH IS NOT VISIBLE FROM THE STATION.  EXCEPT
 CP2644'FOR THE FOLLOWING ADDITIONS THE 1975 LOCAL MEASUREMENTS ARE
 CP2644'ADEQUATE.  THE STATION IS 246 FEET EAST OF THE CENTER OF SIWELL
 CP2644'ROAD.  THE AZIMUTH MARK IS 44 FEET WEST-NORTHWEST OF A FIRE
 CP2644'HYDRANT AND 9 FEET SOUTHEAST OF A 12 INCH PERSIMMON.
 CP2644'
 CP2644'THE STATION IS LOCATED 6.4 MILES SOUTH OF CLINTON ON THE SOUTH RIGHT
 CP2644'OF WAY OF RAYMOND ROAD IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 CP2644'SIWELL ROAD, 7 MILES EAST OF RAYMOND, 7.7 MILES SOUTHWEST OF THE
 CP2644'CENTER OF DOWNTOWN JACKSON IN THE NORTHWEST 1/4 OF THE SOUTHEAST
 CP2644'1/4 OF SECTION 28, T 6N, R 1W.
 CP2644'
 CP2644'A NEW TO REACH IS AS FOLLOWS.  TO REACH FROM THE JUNCTION OF STATE
 CP2644'HIGHWAY 18 AND U.S. HIGHWAY 80 NEAR THE METRO CENTER IN JACKSON GO
 CP2644'SOUTHWEST ON STATE HIGHWAY 18 FOR 1.05 MILES TO THE BRIDGE OVER
 CP2644'I-20.  CONTINUE SOUTHWEST ON STATE HIGHWAY 18 FOR 3.3 MILES TO A
 CP2644'CROSSROAD.  TURN LEFT AND GO SOUTH ON NORTH SIWELL ROAD FOR 1.65
 CP2644'MILES TO A CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.  TO
 CP2644'REACH THE AZIMUTH TURN RIGHT AND GO WEST ON RAYMOND ROAD FOR 0.35
 CP2644'MILE TO THE MARK ON THE RIGHT JUST BEYOND A SIDE ROAD LEFT.
 CP2644'
 CP2644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MILES SOUTH
 CP2644'OF CLINTON.
 CP2644
 CP2644                          STATION RECOVERY (1981)
 CP2644
 CP2644'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2644'RECOVERED IN GOOD CONDITION.
 CP2644
 CP2644                          STATION RECOVERY (1981)
 CP2644
 CP2644'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2644'RECOVERED IN GOOD CONDITION.
 CP2644
 CP2644                          STATION RECOVERY (1983)
 CP2644
 CP2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CP2644'THE STATION MARK, REFERENCE MARK NO 4 AND AZIMUTH MARK WERE RECOVERED
 CP2644'IN GOOD CONDITION, AS DESCRIBED IN THE 1975 DESCRIPTION BY NGS
 CP2644'REFERENCE MARK NO 3 IS UNDER A PAVED DRIVEWAY AND NOT USABLE.  THE
 CP2644'AZIMUTH MARK IS NOT VISIBLE DUE TO TREES.  A NEW REFERENCE MARK NO 5
 CP2644'WAS ESTABLISHED AT THIS DATE.
 CP2644'
 CP2644'THE 1975 TO REACH DESCRIPTION IS ADEQUATE AND COMPLETE.
 CP2644'
 CP2644'REFERENCE MARK NO 5 IS A STANDARD NGS DISK, STAMPED---HILL 1948 NO 5
 CP2644'1983---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CP2644'IT IS 20.27 METERS (66.5 FEET) SOUTH-SOUTHEAST OF POWER POLE NO C156,
 CP2644'18.90 METERS (62.0 FEET) NORTH OF THE NORTHWEST CORNER OF A HOUSE,
 CP2644'5.79 METERS (19.0 FEET) SOUTH OF THE CENTER OF RAYMOND ROAD, 4.27
 CP2644'METERS (14.0 FEET) WEST OF THE CENTER OF PAVED DRIVEWAY AND 0.82
 CP2644'METER (2.7 FEET) NORTH-NORTHWEST OF A 20-INCH OAK TREE.
 CP2644
 CP2644                          STATION RECOVERY (2002)
 CP2644
 CP2644'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1318 ***********************************************************************
 CO1318  DESIGNATION -  HILL
 CO1318  PID         -  CO1318
 CO1318  STATE/COUNTY-  MS/NESHOBA
 CO1318  USGS QUAD   -  DEEMER (1982)
 CO1318
 CO1318                         *CURRENT SURVEY CONTROL
 CO1318  ___________________________________________________________________
 CO1318* NAD 83(1993)-  32 43 39.23014(N)    089 05 55.88548(W)     ADJUSTED  
 CO1318* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 CO1318  ___________________________________________________________________
 CO1318  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CO1318  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CO1318  HORZ ORDER  -  FIRST
 CO1318
 CO1318.The horizontal coordinates were established by classical geodetic methods
 CO1318.and adjusted by the National Geodetic Survey in May 1994.
 CO1318
 CO1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1318
 CO1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1318
 CO1318.The geoid height was determined by GEOID03.
 CO1318
 CO1318;                    North         East     Units Scale Factor Converg.
 CO1318;SPC MS E     -   357,858.339   275,111.180   MT  0.99995764   -0 08 36.8
 CO1318;SPC MS E     - 1,174,073.57    902,593.93   sFT  0.99995764   -0 08 36.8
 CO1318;UTM  16      - 3,623,033.511   303,314.750   MT  1.00007703   -1 08 06.4
 CO1318
 CO1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1318!SPC MS E     -   0.99997528  x   0.99995764  =   0.99993292
 CO1318!UTM  16      -   0.99997528  x   1.00007703  =   1.00005231
 CO1318
 CO1318|---------------------------------------------------------------------|
 CO1318| PID    Reference Object                     Distance      Geod. Az  |
 CO1318|                                                           dddmmss.s |
 CO1318| CG2011 HILL RM 1                            17.001 METERS 15952     |
 CO1318| CO1319 PHILADELPHIA HWY DEPT MW KKV         32.291 METERS 20542     |
 CO1318| CG2010 HILL AZ MK                                         2241931.0 |
 CO1318| CG2012 HILL RM 2                             9.148 METERS 24352     |
 CO1318| CO1312 PEARL RIVER INDIAN SCHOOL TANK      APPROX.13.3 KM 2951148.5 |
 CO1318|---------------------------------------------------------------------|
 CO1318
 CO1318                          SUPERSEDED SURVEY CONTROL
 CO1318
 CO1318  NAD 83(1986)-  32 43 39.24128(N)    089 05 55.88523(W) AD(       ) 1
 CO1318  NAD 27      -  32 43 38.75485(N)    089 05 55.67087(W) AD(       ) 1
 CO1318  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG    3  
 CO1318
 CO1318.Superseded values are not recommended for survey control.
 CO1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1318.See file dsdata.txt to determine how the superseded data were derived.
 CO1318
 CO1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB0331523034(NAD 83)
 CO1318_MARKER: DS = TRIANGULATION STATION DISK
 CO1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1318+STABILITY: SURFACE MOTION
 CO1318
 CO1318  HISTORY     - Date     Condition        Report By
 CO1318  HISTORY     - 1970     MONUMENTED       NGS
 CO1318  HISTORY     - 19811001 GOOD             MSSU
 CO1318
 CO1318                          STATION DESCRIPTION
 CO1318
 CO1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1318'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF PHILADELPHIA,
 CO1318'IN THE SE 1/4 SECTION 7, T10N, R12E, ON THE HIGHEST POINT OF THE
 CO1318'HILL AND ON PROPERTY OWNED BY MR. MAJOR HILL.
 CO1318'
 CO1318'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 CO1318'COURTHOUSE IN PHILADELPHIA, GO SOUTH ON BYRD AVENUE FOR 0.15
 CO1318'MILE TO A REVERSE Y-FORK.  BEAR LEFT AND CONTINUE SOUTH ON
 CO1318'RANGE AVENUE FOR 1.7 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 CO1318'EAST AND SOUTH ON PAVED ROAD FOR 1.85 MILES TO A SIDE
 CO1318'ROAD LEFT.  (CONTINUE SOUTH ON THE PAVED ROAD FOR 0.15 MILE
 CO1318'TO A DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND
 CO1318'GO EAST ON GRAVELED ROAD FOR 0.2 MILE TO A LOCKED GATE ON
 CO1318'THE LEFT.  TURN LEFT THROUGH GATE AND GO NORTHERLY UP HILL
 CO1318'FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 CO1318'
 CO1318'THE STATION MARK IS A STANDARD DISK, STAMPED HILL 1970, SET
 CO1318'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CO1318'2-INCHES.  IT IS 106 FEET NORTH-NORTHEAST OF THE MICROWAVE
 CO1318'MAST, 12 FEET WEST OF A 5-INCH TRIANGLE BLAZED OAK TREE AND
 CO1318'10 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1318'
 CO1318'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HILL NO 1 1970,
 CO1318'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1318'PROJECTS 3-INCHES.  IT IS 78.5 FEET EAST-NORTHEAST OF THE
 CO1318'MICROWAVE AND 59.8 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 CO1318'
 CO1318'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HILL NO 2 1970,
 CO1318'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CO1318'PROJECTS 4-INCHES.  IT IS 84.5 FEET NORTH OF THE MICROWAVE
 CO1318'AND 34.0 FEET WEST-SOUTHWEST OF THE WITNESS POST.
 CO1318'
 CO1318'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HILL 1970, SET
 CO1318'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CO1318'4-INCHES.  IT IS 57 FEET EAST OF THE CENTER OF A PAVED ROAD,
 CO1318'22 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 1.5 FEET
 CO1318'NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1318
 CO1318                          STATION RECOVERY (1981)
 CO1318
 CO1318'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CO1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2040 ***********************************************************************
 BH2040  DESIGNATION -  HILL
 BH2040  PID         -  BH2040
 BH2040  STATE/COUNTY-  MS/JACKSON
 BH2040  USGS QUAD   -  BIG POINT (1982)
 BH2040
 BH2040                         *CURRENT SURVEY CONTROL
 BH2040  ___________________________________________________________________
 BH2040* NAD 83(1993)-  30 30 48.73878(N)    088 29 21.85779(W)     ADJUSTED  
 BH2040* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BH2040  ___________________________________________________________________
 BH2040  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH2040  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH2040  HORZ ORDER  -  SECOND
 BH2040
 BH2040.The horizontal coordinates were established by classical geodetic methods
 BH2040.and adjusted by the National Geodetic Survey in May 1994.
 BH2040
 BH2040.The orthometric height was scaled from a topographic map.
 BH2040
 BH2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2040
 BH2040.The geoid height was determined by GEOID03.
 BH2040
 BH2040;                    North         East     Units Scale Factor Converg.
 BH2040;SPC MS E     -   112,398.042   333,010.629   MT  0.99996344   +0 10 28.7
 BH2040;SPC MS E     -   368,759.24  1,092,552.37   sFT  0.99996344   +0 10 28.7
 BH2040;SPC AL W     -    57,341.782   505,035.372   MT  1.00004455   -0 30 08.6
 BH2040;UTM  16      - 3,376,635.078   357,087.858   MT  0.99985196   -0 45 22.9
 BH2040
 BH2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2040!SPC MS E     -   1.00000291  x   0.99996344  =   0.99996635
 BH2040!SPC AL W     -   1.00000291  x   1.00004455  =   1.00004746
 BH2040!UTM  16      -   1.00000291  x   0.99985196  =   0.99985487
 BH2040
 BH2040:                Primary Azimuth Mark                     Grid Az
 BH2040:SPC MS E     -  HILL AZ MK                               162 28 53.8
 BH2040:SPC AL W     -  HILL AZ MK                               163 09 31.1
 BH2040:UTM  16      -  HILL AZ MK                               163 24 45.4
 BH2040
 BH2040|---------------------------------------------------------------------|
 BH2040| PID    Reference Object                     Distance      Geod. Az  |
 BH2040|                                                           dddmmss.s |
 BH2040| DD8919 HILL AZ MK                                         1623922.5 |
 BH2040| DD8920 HILL RM 1                            26.460 METERS 17724     |
 BH2040| BH2041 DELL                                APPROX. 1.2 KM 2070707.6 |
 BH2040| DD8921 HILL RM 2                            26.860 METERS 24040     |
 BH2040|---------------------------------------------------------------------|
 BH2040
 BH2040                          SUPERSEDED SURVEY CONTROL
 BH2040
 BH2040  NAD 83(1993)-  30 30 48.74618(N)    088 29 21.85340(W) AD(       ) 2
 BH2040  NAD 83(1986)-  30 30 48.76218(N)    088 29 21.85270(W) AD(       ) 2
 BH2040  NAD 27      -  30 30 48.04800(N)    088 29 21.79900(W) AD(       ) 2
 BH2040
 BH2040.Superseded values are not recommended for survey control.
 BH2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2040.See file dsdata.txt to determine how the superseded data were derived.
 BH2040
 BH2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5708876635(NAD 83)
 BH2040_MARKER: DS = TRIANGULATION STATION DISK
 BH2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2040
 BH2040  HISTORY     - Date     Condition        Report By
 BH2040  HISTORY     - 1921     MONUMENTED       CGS
 BH2040  HISTORY     - 1968     GOOD             MSHD
 BH2040
 BH2040                          STATION DESCRIPTION
 BH2040
 BH2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2040'STATION IS 1-1/2 MILES N OF HELENA ON W (LEFT) SIDE OF TRACK, 50
 BH2040'METERS N OF APEX OF FIRST SHARP RISE N OF HELENA 2 FEET E OF E
 BH2040'EDGE OF LEVEE OF DIRT THROWN UP TO FORM DRAINAGE DITCH, 2.790 METERS
 BH2040'OR 9.165 FEET W OF W AND NEAREST RAIL.
 BH2040'
 BH2040'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2040'SET IN CONCRETE.
 BH2040'
 BH2040'REFERENCE MARK NO.1 ON E SIDE OF TRACK.  REFERENCE MARK NO.2 ON W
 BH2040'SIDE OF TRACK.
 BH2040
 BH2040                          STATION RECOVERY (1968)
 BH2040
 BH2040'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2040'THE STATION WAS VISITED 8-13-68 AND THE STATION MARK, REFERENCE MARK
 BH2040'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  (NOTE) THE
 BH2040'DISTANCE TO RM NO 2 FAILED TO CHECK BY 0.1 FOOT.
 BH2040'
 BH2040'THE STATION IS LOCATED 7.6 MILES NORTHEAST OF MOSS POINT AND 5.1
 BH2040'MILES SOUTH OF BIG POINT IN THE NORTHWEST 1/4 OF SECTION 21, T
 BH2040'6S, R 5W AND ON PROPERTY OWNED BY MISSISSPPI EXPORT RAILROAD COMPANY.
 BH2040'IT IS 9 FEET NORTHWEST OF THE NORTHWEST RAIL AND 1 FOOT EAST
 BH2040'OF A METAL WITNESS POST.
 BH2040'
 BH2040'IT IS A STANDARD TRIANGULATION DISK, STAMPED HILL 1921 PROJECTING 12
 BH2040'INCHES.
 BH2040'
 BH2040'REFERENCE MARK NO. 1 IS 96.57 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2040'34 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET SOUTHEAST OF THE
 BH2040'SOUTHEAST EDGE OF A BANK AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2040'IT IS A STANDARD DISK, STAMPED HILL NO 1, 12 INCHES BELOW THE
 BH2040'GROUND.
 BH2040'
 BH2040'REFERENCE MARK NO. 2 IS 88.12 FOOT SOUTHWEST OF THE STATION.  IT IS
 BH2040'58 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET NORTHWEST OF THE
 BH2040'EDGE OF A BANK AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BH2040'STANDARD REFERENCE DISK STAMPED HILL NO 2 FLUSH WITH THE
 BH2040'GROUND.
 BH2040'
 BH2040'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 97.25 FEET.
 BH2040'
 BH2040'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2040'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH2040'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2040'HIGHWAY 63 FOR 1.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BH2040'(NORTHEAST) AND CONTINUE ON SARACENNIA ROAD FOR 5.35 MILES TO A SIDE
 BH2040'ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE ON AN ALL WEATHER
 BH2040'ROAD FOR 0.1 MILE TO A LEVEE DIVIDING TWO SAND PITS.  CONTINUE EAST
 BH2040'ACROSS THE LEVEE ON A TRACK ROAD FOR 0.4 MILE TO THE
 BH2040'MISSISSIPPI EXPORT RAILROAD TRACK AND MILE POST NO. 12.  THE STATION
 BH2040'IS LOCATED APPROXIMATELY 0.15 MILE NORTH ALONG THE MISSISSIPPI
 BH2040'EXPORT RAILROAD TRACK ON THE WEST RIGHT-OF-WAY.
 BH2040'
 BH2040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTHEAST
 BH2040'OF HELENA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2734 ***********************************************************************
 CP2734  DESIGNATION -  HINDS
 CP2734  PID         -  CP2734
 CP2734  STATE/COUNTY-  MS/HINDS
 CP2734  USGS QUAD   -  UTICA WEST (1962)
 CP2734
 CP2734                         *CURRENT SURVEY CONTROL
 CP2734  ___________________________________________________________________
 CP2734* NAD 83(1993)-  32 04 19.65598(N)    090 41 27.26380(W)     ADJUSTED  
 CP2734* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 CP2734  ___________________________________________________________________
 CP2734  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CP2734  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CP2734  HORZ ORDER  -  THIRD
 CP2734
 CP2734.The horizontal coordinates were established by classical geodetic methods
 CP2734.and adjusted by the National Geodetic Survey in May 1994.
 CP2734
 CP2734.The orthometric height was scaled from a topographic map.
 CP2734
 CP2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2734
 CP2734.The geoid height was determined by GEOID03.
 CP2734
 CP2734;                    North         East     Units Scale Factor Converg.
 CP2734;SPC MS W     -   285,202.779   666,239.846   MT  0.99996405   -0 11 23.5
 CP2734;SPC MS W     -   935,702.78  2,185,821.89   sFT  0.99996405   -0 11 23.5
 CP2734;UTM  15      - 3,550,763.335   717,961.229   MT  1.00018591   +1 13 35.7
 CP2734
 CP2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2734!SPC MS W     -   0.99998340  x   0.99996405  =   0.99994745
 CP2734!UTM  15      -   0.99998340  x   1.00018591  =   1.00016931
 CP2734
 CP2734:                Primary Azimuth Mark                     Grid Az
 CP2734:SPC MS W     -  HINDS AZ MK                              123 05 36.1
 CP2734:UTM  15      -  HINDS AZ MK                              121 40 36.9
 CP2734
 CP2734|---------------------------------------------------------------------|
 CP2734| PID    Reference Object                     Distance      Geod. Az  |
 CP2734|                                                           dddmmss.s |
 CP2734| CY3808 HINDS AZ MK                                        1225412.6 |
 CP2734| CP2732 FOSTER LOOKOUT TOWER                APPROX.11.5 KM 1332040.1 |
 CP2734| CP2733 CARPENTER                           APPROX. 8.6 KM 1472131.0 |
 CP2734| CY3809 HINDS RM 1                           29.992 METERS 18255     |
 CP2734| CY3810 HINDS RM 2                           23.130 METERS 33108     |
 CP2734|---------------------------------------------------------------------|
 CP2734
 CP2734                          SUPERSEDED SURVEY CONTROL
 CP2734
 CP2734  NAD 83(1986)-  32 04 19.66979(N)    090 41 27.25977(W) AD(       ) 3
 CP2734  NAD 27      -  32 04 19.11300(N)    090 41 26.89800(W) AD(       ) 3
 CP2734
 CP2734.Superseded values are not recommended for survey control.
 CP2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2734.See file dsdata.txt to determine how the superseded data were derived.
 CP2734
 CP2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1796150763(NAD 83)
 CP2734_MARKER: DS = TRIANGULATION STATION DISK
 CP2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2734
 CP2734  HISTORY     - Date     Condition        Report By
 CP2734  HISTORY     - 1948     MONUMENTED       CGS
 CP2734  HISTORY     - 1957     GOOD             CGS
 CP2734  HISTORY     - 1961     GOOD             MSHD
 CP2734  HISTORY     - 1977     GOOD             MSHD
 CP2734
 CP2734                          STATION DESCRIPTION
 CP2734
 CP2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2734'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF UTICA ON LAND
 CP2734'OWNED BY MR. ROBERT PICKET.  IT IS 190 FEET NORTH OF THE
 CP2734'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 18 FEET EAST OF
 CP2734'THE APPROXIMATE CENTERLINE OF A DIRT ROAD, AND 10 FEET WEST
 CP2734'OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES, AND THE
 CP2734'DISK IS STAMPED HINDS 1948.
 CP2734'
 CP2734'REFERENCE MARK NO. 1 IS 98.40 FEET SOUTH OF THE STATION,
 CP2734'99 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 CP2734'ROAD, AND 13 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 CP2734'DIRT ROAD.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 CP2734'STAMPED HINDS NO 1 1948.
 CP2734'
 CP2734'REFERENCE MARK NO. 2 IS 75.89 FEET NORTHWEST OF THE STATION
 CP2734'AND 13 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 CP2734'ROAD.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 CP2734'HINDS NO 2 1948.
 CP2734'
 CP2734'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST-SOUTHEAST
 CP2734'OF THE STATION AT THE EASTERN EDGE OF A CLEARING, 10 FEET
 CP2734'EAST OF A 10 FOOT CUT, AND 3 FEET NORTHEAST OF A WITNESS
 CP2734'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 CP2734'HINDS 1948.
 CP2734'
 CP2734'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 CP2734'STATE HIGHWAY 3 IN UTICA, GO WEST ON HIGHWAY 3 FOR 1.8 MILES
 CP2734'TO THE END OF THE PAVEMENT AND A SIDE ROAD LEFT, TURN LEFT
 CP2734'AND GO 0.85 MILE TO A FORK IN THE ROAD, TAKE THE RIGHT ROAD
 CP2734'AND GO 0.4 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 CP2734'AHEAD AT ALL INTERSECTIONS AND GO 2.1 MILES TO A FORK IN
 CP2734'THE ROAD, TAKE THE RIGHT ROAD AND GO 0.2 MILE TO ANOTHER FORK
 CP2734'IN THE ROAD, TAKE THE RIGHT ROAD AND GO 0.45 MILES TO THE
 CP2734'STATION ON THE RIGHT.
 CP2734'
 CP2734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A DIM
 CP2734'TRACK ROAD, WHICH IS BETWEEN THE STATION MARK AND THE ABOVE
 CP2734'MENTIONED GRAVELED ROAD, FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CP2734'
 CP2734'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2734
 CP2734                          STATION RECOVERY (1957)
 CP2734
 CP2734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2734'THE STATION WAS VISITED 2-15-57 AND ALL MARKS WERE FOUND
 CP2734'IN GOOD CONDITION.  THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE
 CP2734'WITH A CORRECTED DESCRIPTION TO REACH THE STATION WHICH FOLLOWS--
 CP2734'
 CP2734'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CP2734'27 AND 18, AT THE STOP LIGHT IN UTICA, GO WEST ON MAIN STREET
 CP2734'AND BLACK TOPPED ROAD FOR 1.9 MILES TO A FORK, TAKE LEFT
 CP2734'FORK AND GO 0.75 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.4
 CP2734'MILE TO A SIDE ROAD RIGHT, KEEP STRAIGHT AHEAD AND GO 2.1
 CP2734'MILES TO A FORK, TAKE RIGHT FORK AND GO 0.25 MILE TO A FORK,
 CP2734'TAKE RIGHT FORK AND GO 0.35 MILE TO THE TOP OF THE HILL AND
 CP2734'A FARM ROAD RIGHT WITH A BOARD GATE, TURN RIGHT AND GO ABOUT
 CP2734'190 FEET TO THE STATION ON THE TOP OF THE HILL.
 CP2734'
 CP2734'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 CP2734'ON A TRACKROAD (BETWEEN THE STATION AND THE GRAVELED ROAD),
 CP2734'KEEPING TO THE NORTH AND EAST SIDES OF A CLEARING, TO THE
 CP2734'SOUTHEAST CORNER OF THE CLEARING AND THE MARK.  A DISTANCE OF
 CP2734'ABOUT 0.25 MILE.
 CP2734
 CP2734                          STATION RECOVERY (1961)
 CP2734
 CP2734'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2734'THE STATION WAS VISITED 9-21-61.  THE STATION, AZIMUTH MARK,
 CP2734'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2734'ORIGINAL DESCRIPTION IS ADEQUATE.
 CP2734'
 CP2734'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 CP2734
 CP2734                          STATION RECOVERY (1977)
 CP2734
 CP2734'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2734'THE STATION WAS VISITED 8-18-77 AND THE STATION MARK, RM NO 1, RM
 CP2734'NO 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CP2734'MARK IS NOT VISIBLE FROM THE STATION.
 CP2734'
 CP2734'THE STATION IS LOCATED 4.8 MILES SOUTHWEST OF UTICA IN THE NORTHEAST
 CP2734'ANGLE OF THE JUNCTION OF A WOODS ROAD AND A GRAVELED ROAD IN THE
 CP2734'NORTHWEST 1/4 OF SECTION 26, T 3N, R 3W.  IT IS 199 FEET NORTH OF
 CP2734'THE CENTER OF A GRAVELED ROAD, 47 FEET SOUTH-SOUTHEAST OF A 14
 CP2734'INCH OAK, 23 FEET EAST-NORTHEAST OF A 9 INCH ELM, 26.5 FEET
 CP2734'SOUTHWEST OF AN 8 INCH GUM, 9 FEET EAST OF THE CENTER OF A WOODS
 CP2734'ROAD AND PROJECTS 8 INCHES.  IT IS A TRIANGULATION DISK,
 CP2734'STAMPED HINDS 1948.
 CP2734'
 CP2734'REFERENCE MARK NO 1 IS 98.40 FEET SOUTH OF THE STATION.  IT IS 101
 CP2734'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 39.5 FEET NORTHEAST OF
 CP2734'A 24 INCH OAK, 29 FEET SOUTHEAST OF A 10 INCHELM, 14 FEET EAT OF
 CP2734'THE CENTER OF A WOODS ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND
 CP2734'PROJECTS 8 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED HINDS
 CP2734'NO 1 1948.
 CP2734'
 CP2734'REFERENCE MARK NO 2 IS 75.89 FEET NORTHWEST OF THE STATION.  IT IS 56
 CP2734'FEET NORTHEAST OF A 14 INCH OAK, 41 FEET SOUTHEAST OF A 15 INCH
 CP2734'OAK, 39 FEET EAST OF A 12 INCH OAK, 15 FEET WEST OF THE CENTER OF A
 CP2734'WOODS ROAD, 10 FEET EAST OF THE CENTER OF AN ABANDONED WOODS ROAD,
 CP2734'6 FEET SOUTH OF A 10 INCH TWIN OAK, 1 FOOT WEST OF A METAL
 CP2734'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED HINDS NO 2
 CP2734'1948.
 CP2734'
 CP2734'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST THROUGH THE WOODS FROM THE
 CP2734'STATION, 75 FEET SOUTH OF AN 18 INCH OAK, 56 FEET SOUTHEAST OF THE
 CP2734'EDGE OF A 10 FOOT BANK, 25 FEET NORTHWEST OF A 7 INCH CEDAR, 8 FEET
 CP2734'NORTHEAST OF THE EDGE OF A 4 FOOT BANK, 5.5 FEET WEST OF A 12 INCH
 CP2734'PINE, 1 FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND PROJECTS
 CP2734'6 INCHES.  IT IS AN AZIMUTH MARK DISK, STAMPED HINDS 1948.
 CP2734'
 CP2734'TO REACH THE STATION FROM THE U.S. POST OFFICE IN UTICA GO NORTH ON
 CP2734'DEPOT STREET FOR 0.25 MILE TO THE INTERSECTION OF MAIN STREET.  TURN
 CP2734'LEFT AND GO WEST ON MAIN STREET FOR 2 MILES TO A SIDE ROAD LEFT.
 CP2734'TURN LEFT AND GO SOUTH ON MOBLEY ROAD FOR 0.4 MILE TO A SIDE ROAD
 CP2734'RIGHT.  TURN RIGHT AND GO WEST ON PAUL GALLOWS ROAD FOR 1 MILE TO
 CP2734'A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST ON PAUL
 CP2734'GALLOWS ROAD FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 CP2734'CONTINUE SOUTHWEST ON PAUL GALLOWS ROAD FOR 0.25 MILE TO A FORK.
 CP2734'TAKE THE RIGHT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.4 MILE TO A
 CP2734'WOODS ROAD AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1513 ***********************************************************************
 BV1513  DESIGNATION -  HINTON
 BV1513  PID         -  BV1513
 BV1513  STATE/COUNTY-  MS/PERRY
 BV1513  USGS QUAD   -  RICHTON (1964)
 BV1513
 BV1513                         *CURRENT SURVEY CONTROL
 BV1513  ___________________________________________________________________
 BV1513* NAD 83(1993)-  31 15 41.83016(N)    088 55 14.38583(W)     ADJUSTED  
 BV1513* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 BV1513  ___________________________________________________________________
 BV1513  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BV1513  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV1513  HORZ ORDER  -  SECOND
 BV1513
 BV1513.The horizontal coordinates were established by classical geodetic methods
 BV1513.and adjusted by the National Geodetic Survey in May 1994.
 BV1513
 BV1513.The orthometric height was scaled from a topographic map.
 BV1513
 BV1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1513
 BV1513.The geoid height was determined by GEOID03.
 BV1513
 BV1513;                    North         East     Units Scale Factor Converg.
 BV1513;SPC MS E     -   195,284.774   291,682.941   MT  0.99995085   -0 02 43.1
 BV1513;SPC MS E     -   640,696.80    956,963.12   sFT  0.99995085   -0 02 43.1
 BV1513;UTM  16      - 3,460,187.527   317,128.466   MT  1.00001250   -0 59 49.2
 BV1513
 BV1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1513!SPC MS E     -   0.99999704  x   0.99995085  =   0.99994789
 BV1513!UTM  16      -   0.99999704  x   1.00001250  =   1.00000954
 BV1513
 BV1513|---------------------------------------------------------------------|
 BV1513| PID    Reference Object                     Distance      Geod. Az  |
 BV1513|                                                           dddmmss.s |
 BV1513| CG2013 HINTON RM 1                          21.620 METERS 25138     |
 BV1513| BV0221 HINTON RM 2                          20.250 METERS 32148     |
 BV1513|---------------------------------------------------------------------|
 BV1513
 BV1513                          SUPERSEDED SURVEY CONTROL
 BV1513
 BV1513  NAD 83(1993)-  31 15 41.84228(N)    088 55 14.38164(W) AD(       ) 2
 BV1513  NAD 83(1986)-  31 15 41.84548(N)    088 55 14.38339(W) AD(       ) 2
 BV1513  NAD 27      -  31 15 41.20700(N)    088 55 14.22000(W) AD(       ) 2
 BV1513
 BV1513.Superseded values are not recommended for survey control.
 BV1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1513.See file dsdata.txt to determine how the superseded data were derived.
 BV1513
 BV1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV1712860188(NAD 83)
 BV1513_MARKER: DS = TRIANGULATION STATION DISK
 BV1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1513
 BV1513  HISTORY     - Date     Condition        Report By
 BV1513  HISTORY     - 1921     MONUMENTED       CGS
 BV1513  HISTORY     - 1961     SEE DESCRIPTION  USGS
 BV1513  HISTORY     - 1966     MARK NOT FOUND   MSHD
 BV1513
 BV1513                          STATION DESCRIPTION
 BV1513
 BV1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1513'STATION IS IN THE TOWN OF HINTONVILLE ON W (LEFT) SIDE OF TRACK, 110
 BV1513'METERS S OF RAILROAD DEPOT. IN GARDEN PLOT OWNED BY S.G. HINTON, 1
 BV1513'METER S OF N FENCE LINE, 10 METERS W OF E FENCE LINE. STATION IS ON
 BV1513'EXTENSION OF FORWARD TANGENT OF W (LEFT) RAIL OF SIDING AT
 BV1513'HINTONVILLE, 24.047 METERS (78.89 FEET) W OF W AND NEAREST RAIL.
 BV1513'ALSO ON EXTENSION OF BACK TANGENT OF E (RIGHT) RAIL.
 BV1513'
 BV1513'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1513'SET IN CONCRETE.
 BV1513'
 BV1513'REFERENCE MARKS ARE ON SAME SIDE OF TRACK, ON RAILROAD RIGHT-OF-WAY.
 BV1513
 BV1513                          STATION RECOVERY (1961)
 BV1513
 BV1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BV1513'RECOVERED REFERENCE MARK NO. 2 AS DESCRIBED, SOLID
 BV1513'AND IN GOOD CONDITION.
 BV1513
 BV1513                          STATION RECOVERY (1966)
 BV1513
 BV1513'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1513'THE STATION WAS VISITED 2-4-66 AND NO MARKS WERE FOUND.
 BV1513'
 BV1513'LOCATED IN THE TOWN OF HINTONVILLE ON THE WEST SIDE OF THE TRACK IN
 BV1513'A GARDEN PLOT OWNED BY S.G. HINTON ON THE EXTENDED FORWARD TANGENT
 BV1513'OF THE WEST RAIL AND THE EXTENDED BACK TANGENT OF THE EAST RAIL.
 BV1513'
 BV1513'IT IS 110 METERS SOUTH OF RAILROAD DEPOT, 24.047 METERS WEST OF WEST
 BV1513'RAIL, 10 METERS WEST OF EAST FENCE LINE AND 1 METER SOUTH OF NORTH
 BV1513'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0221 ***********************************************************************
 BV0221  DESIGNATION -  HINTON RM 2
 BV0221  PID         -  BV0221
 BV0221  STATE/COUNTY-  MS/PERRY
 BV0221  USGS QUAD   -  RICHTON (1964)
 BV0221
 BV0221                         *CURRENT SURVEY CONTROL
 BV0221  ___________________________________________________________________
 BV0221* NAD 83(1986)-  31 15 44.     (N)    088 55 14.     (W)     SCALED    
 BV0221* NAVD 88     -        43.42   (+/-2cm)     142.5    (feet)  VERTCON   
 BV0221  ___________________________________________________________________
 BV0221  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0221
 BV0221.The horizontal coordinates were scaled from a topographic map and have
 BV0221.an estimated accuracy of +/- 6 seconds.
 BV0221
 BV0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0221.The vertical order pertains to the NGVD 29 superseded value.
 BV0221
 BV0221.The geoid height was determined by GEOID03.
 BV0221
 BV0221;                    North         East    Units  Estimated Accuracy
 BV0221;SPC MS E     -   195,350.      291,690.      MT  (+/- 180 meters Scaled)
 BV0221
 BV0221                          SUPERSEDED SURVEY CONTROL
 BV0221
 BV0221  NGVD 29 (??/??/92)   43.428  (m)          142.48   (f) ADJ UNCH    2 0
 BV0221
 BV0221.Superseded values are not recommended for survey control.
 BV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0221.See file dsdata.txt to determine how the superseded data were derived.
 BV0221
 BV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV171602(NAD 83)
 BV0221_MARKER: DR = REFERENCE MARK DISK
 BV0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0221_SP_SET: ROAD CROSSING
 BV0221_STAMPING: HINTON 2
 BV0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0221
 BV0221  HISTORY     - Date     Condition        Report By
 BV0221  HISTORY     - 1921     MONUMENTED       CGS
 BV0221  HISTORY     - 1943     GOOD             NGS
 BV0221
 BV0221                          STATION DESCRIPTION
 BV0221
 BV0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BV0221'IN HINTONVILLE.
 BV0221'SET IN THE NORTHWEST QUARTER OF A ROAD CROSSING, SOUTH OF THE
 BV0221'ABANDONED STATION.  ABOUT 100 FEET NORTH OF THE CENTER-LINE OF THE
 BV0221'ROAD, 40 FEET WEST OF THE WEST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7801 ***********************************************************************
 AJ7801  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7801  DESIGNATION -  HIPPOLYTE
 AJ7801  PID         -  AJ7801
 AJ7801  STATE/COUNTY-  MS/YALOBUSHA
 AJ7801  USGS QUAD   -  WATER VALLEY WEST (1983)
 AJ7801
 AJ7801                         *CURRENT SURVEY CONTROL
 AJ7801  ___________________________________________________________________
 AJ7801* NAD 83(2007)-  34 08 25.88776(N)    089 38 15.15502(W)     ADJUSTED  
 AJ7801* NAVD 88     -        85.5    (meters)     281.     (feet)  GPS OBS   
 AJ7801  ___________________________________________________________________
 AJ7801  EPOCH DATE  -        2002.00
 AJ7801  X           -      33,430.351 (meters)                     COMP
 AJ7801  Y           -  -5,284,469.077 (meters)                     COMP
 AJ7801  Z           -   3,559,391.508 (meters)                     COMP
 AJ7801  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ7801  ELLIP HEIGHT-          58.875 (meters)          (02/10/07) ADJUSTED
 AJ7801  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AJ7801
 AJ7801  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7801  Type    PID    Designation                      North   East  Ellip
 AJ7801  -------------------------------------------------------------------
 AJ7801  NETWORK AJ7801 HIPPOLYTE                         0.69   0.65   2.67
 AJ7801  -------------------------------------------------------------------
 AJ7801
 AJ7801.The horizontal coordinates were established by GPS observations
 AJ7801.and adjusted by the National Geodetic Survey in February 2007.
 AJ7801
 AJ7801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7801.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7801.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7801.The epoch date for horizontal control is a decimal equivalence
 AJ7801.of Year/Month/Day.
 AJ7801
 AJ7801.The orthometric height was determined by GPS observations and a
 AJ7801.high-resolution geoid model.
 AJ7801
 AJ7801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7801
 AJ7801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7801
 AJ7801.The ellipsoidal height was determined by GPS observations
 AJ7801.and is referenced to NAD 83.
 AJ7801
 AJ7801.The geoid height was determined by GEOID03.
 AJ7801
 AJ7801;                    North         East     Units Scale Factor Converg.
 AJ7801;SPC MS W     -   514,752.601   764,171.772   MT  1.00000074   +0 23 25.8
 AJ7801;SPC MS W     - 1,688,817.49  2,507,120.22   sFT  1.00000074   +0 23 25.8
 AJ7801;UTM  16      - 3,780,880.142   256,798.394   MT  1.00032916   -1 28 51.5
 AJ7801
 AJ7801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7801!SPC MS W     -   0.99999076  x   1.00000074  =   0.99999150
 AJ7801!UTM  16      -   0.99999076  x   1.00032916  =   1.00031991
 AJ7801
 AJ7801                          SUPERSEDED SURVEY CONTROL
 AJ7801
 AJ7801  ELLIP H (04/15/02)   58.873  (m)                       GP(       ) 4 2
 AJ7801  NAD 83(1993)-  34 08 25.88750(N)    089 38 15.15458(W) AD(       ) B
 AJ7801  ELLIP H (02/15/02)   58.876  (m)                       GP(       ) 4 1
 AJ7801
 AJ7801.Superseded values are not recommended for survey control.
 AJ7801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7801.See file dsdata.txt to determine how the superseded data were derived.
 AJ7801
 AJ7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5679880880(NAD 83)
 AJ7801_MARKER: DD = SURVEY DISK
 AJ7801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7801_SP_SET: BRIDGE ABUTMENT
 AJ7801_STAMPING: HIPPOLYTE 2000
 AJ7801_MARK LOGO: NGS   
 AJ7801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7801+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7801
 AJ7801  HISTORY     - Date     Condition        Report By
 AJ7801  HISTORY     - 2000     MONUMENTED       NGS
 AJ7801
 AJ7801                          STATION DESCRIPTION
 AJ7801
 AJ7801'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (KS)
 AJ7801'THE STATION IS JUST SOUTH OF WATER VALLEY, MS.  TO REACH THE STATION
 AJ7801'FROM THE INTERSECTION OF ROUTE 7 AND ROUTE 32 SOUTHWEST OF WATER
 AJ7801'VALLEY, DRIVE 0.5 MILES (0.8 KM) EAST ON ROUTE 32 TO ROUTE 315.  TURN
 AJ7801'LEFT AND CONTINUE NORTH ON RTE 315 FOR 0.55 MILES (0.89 KM) TO THE
 AJ7801'MARK ON THE RIGHT (EAST).  THE MARK IS AN NGS DISK SET IN THE EAST END
 AJ7801'OF THE SOUTH ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.  IT IS 12 FT (3.7
 AJ7801'M) EAST OF THE INSIDE FACE OF THE CONCRETE HANDRAIL, 0.6 FT (18.3 CM)
 AJ7801'WEST OF THE EAST END OF THE ABUTMENT, AND 4 FT (1.2 M) BELOW THE LEVEL
 AJ7801'OF THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2445 ***********************************************************************
 BW2445  DESIGNATION -  HIRAM
 BW2445  PID         -  BW2445
 BW2445  STATE/COUNTY-  MS/WILKINSON
 BW2445  USGS QUAD   -  GLOSTER (1988)
 BW2445
 BW2445                         *CURRENT SURVEY CONTROL
 BW2445  ___________________________________________________________________
 BW2445* NAD 83(1993)-  31 14 03.61040(N)    091 05 30.45332(W)     ADJUSTED  
 BW2445* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BW2445  ___________________________________________________________________
 BW2445  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BW2445  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BW2445  HORZ ORDER  -  THIRD
 BW2445
 BW2445.The horizontal coordinates were established by classical geodetic methods
 BW2445.and adjusted by the National Geodetic Survey in May 1994.
 BW2445
 BW2445.The orthometric height was scaled from a topographic map.
 BW2445
 BW2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2445
 BW2445.The geoid height was determined by GEOID03.
 BW2445
 BW2445;                    North         East     Units Scale Factor Converg.
 BW2445;SPC MS W     -   192,504.637   627,744.277   MT  1.00001437   -0 23 35.9
 BW2445;SPC MS W     -   631,575.63  2,059,524.35   sFT  1.00001437   -0 23 35.9
 BW2445;UTM  15      - 3,457,142.384   681,737.698   MT  1.00000741   +0 59 23.1
 BW2445
 BW2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2445!SPC MS W     -   0.99998629  x   1.00001437  =   1.00000066
 BW2445!UTM  15      -   0.99998629  x   1.00000741  =   0.99999370
 BW2445
 BW2445|---------------------------------------------------------------------|
 BW2445| PID    Reference Object                     Distance      Geod. Az  |
 BW2445|                                                           dddmmss.s |
 BW2445| CY3812 HIRAM RM 1                           24.195 METERS 10515     |
 BW2445| CY3814 HIRAM RM 3                           24.201 METERS 10516     |
 BW2445| CY3813 HIRAM RM 2                           32.031 METERS 20829     |
 BW2445| BW2458 CROSBY                              APPROX. 7.5 KM 2290016.6 |
 BW2445| CY3811 HIRAM AZ MK                                        2570850.8 |
 BW2445|---------------------------------------------------------------------|
 BW2445
 BW2445                          SUPERSEDED SURVEY CONTROL
 BW2445
 BW2445  NAD 83(1986)-  31 14 03.62672(N)    091 05 30.44865(W) AD(       ) 3
 BW2445  NAD 27      -  31 14 03.00900(N)    091 05 30.06600(W) AD(       ) 3
 BW2445
 BW2445.Superseded values are not recommended for survey control.
 BW2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2445.See file dsdata.txt to determine how the superseded data were derived.
 BW2445
 BW2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ8173857142(NAD 83)
 BW2445_MARKER: DS = TRIANGULATION STATION DISK
 BW2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2445
 BW2445  HISTORY     - Date     Condition        Report By
 BW2445  HISTORY     - 1949     MONUMENTED       CGS
 BW2445  HISTORY     - 1956     GOOD             CGS
 BW2445  HISTORY     - 1969     GOOD             CGS
 BW2445
 BW2445                          STATION DESCRIPTION
 BW2445
 BW2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2445'THE STATION IS LOCATED ON THE NORTHERN END OF A TIMBERED RIDGE,
 BW2445'LOCALLY KNOWN AS HIRAM RIDGE, ABOUT 5 MILES NORTHWEST OF
 BW2445'GLOSTER, 4 MILES SOUTH-SOUTHWEST OF CROSBY, AND ON LAND OWNED
 BW2445'BY MR. L.C. DAY.  THE MARK IS 65 FEET NORTH OF THE APPROXIMATE
 BW2445'CENTER LINE OF A GRAVELED ROAD, 54 FEET NORTHWEST OF A TRIANGULAR
 BW2445'BLAZED 14-INCH FORKED OAK TREE, 24 FEET NORTH-NORTHWEST OF
 BW2445'THE NORTHWEST CORNER OF A CONCRETE DIPPING VAT, AND 6.5 FEET
 BW2445'SOUTHEAST OF A WITNESS POST.
 BW2445'
 BW2445'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILWAY DEPOT
 BW2445'IN GLOSTER, GO NORTH ALONG THE WEST SIDE OF THE RAILROAD TRACKS
 BW2445'FOR 0.3 MILE TO A T-ROAD, TURN LEFT AND GO WEST AND NORTH
 BW2445'FOR 0.2 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT
 BW2445'AHEAD, NORTH, FOR 0.65 MILES A FORK IN THE ROAD, TAKE THE
 BW2445'LEFT ROAD AND GO NORTHWEST FOR 5.1 MILES TO THE STATION ON
 BW2445'THE RIGHT AS DESCRIBED.
 BW2445'
 BW2445'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 BW2445'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2445'
 BW2445'THE STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 BW2445'HIRAM 1949.
 BW2445'
 BW2445'REFERENCE MARK NO. 1 IS 42 FEET SOUTHEAST OF THE SOUTHEAST
 BW2445'CORNER OF THE DIPPING VAT, 31 FEET NORTH OF THE APPROXIMATE
 BW2445'CENTERLINE OF THE GRAVELED ROAD, AND 25 FEET EAST OF THE BLAZED
 BW2445'OAK TREE.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 BW2445'HIRAM NO 1 1949.
 BW2445'
 BW2445'REFERENCE MARK NO. 2 IS 106 FEET SOUTHEAST OF THE ENTRANCE
 BW2445'OF A LANE LEADING TO MR. DAYS HOUSE, 19 FEET SOUTH OF THE
 BW2445'APPROXIMATE CENTER LINE OF THE GRAVELED ROAD, AND 1 FOOT NORTH
 BW2445'OF A FENCE LINE.  THE MARK PROJECTS 7 INCHES, AND THE DISK
 BW2445'IS STAMPED HIRAM NO 2 1949.
 BW2445'
 BW2445'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 19 FEET
 BW2445'NORTH OF THE APPROXIMATE CENTER LINE OF THE GRAVELED ROAD, 12 FEET
 BW2445'SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD, AND 3.5
 BW2445'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND
 BW2445'THE DISK IS STAMPED HIRAM 1949.
 BW2445'
 BW2445'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 BW2445'CONCRETE POSTS.
 BW2445'
 BW2445'A 90 FOOT TOWER AT HIRAM WILL SEE 90 FEET AT TRIANGULATION
 BW2445'STATIONS GLOSTER AND CROSBY.
 BW2445'
 BW2445'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2445
 BW2445                          STATION RECOVERY (1956)
 BW2445
 BW2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2445'THE STATION WAS VISITED 6-11-56 AND ALL MARKS WERE FOUND IN
 BW2445'GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE.
 BW2445
 BW2445                          STATION RECOVERY (1969)
 BW2445
 BW2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2445'THE STATION WAS VISITED ON 11/4/69 AND THE STATION MARK,
 BW2445'AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 BW2445'REFERENCE MARK NO. 1 HAD BEEN PULLED OUT OF THE GROUND.  IT
 BW2445'WAS RESET IN THE ORIGINAL HOLE, REINFORCED WITH CONCRETE AND
 BW2445'RESTAMPED.  A THICK GROWTH OF TREES BLOCK THE LINE-OF-SIGHT
 BW2445'TO THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 BW2445'
 BW2445'THE STATION IS LOCATED ON THE NORTHERN END OF A TIMBERED RIDGE
 BW2445'THAT IS LOCALLY KNOWN AS HIRAM RIDGE, 5 MILES NORTHWEST OF
 BW2445'GLOSTER, 4 MILES SOUTHWEST OF CROSBY, IN THE SOUTHEAST QUARTER
 BW2445'OF SECTION 10, T3N, R1E ON PROPERTY OWNED BY MRS. L.C. DAY.
 BW2445'IT IS 180 FEET EAST OF THE CENTER OF GRAVEL ROAD LEADING NORTH,
 BW2445'63 FEET NORTH OF THE CENTER OF EAST-WEST GRAVEL ROAD, 104
 BW2445'FEET NORTHWEST OF A POWER LINE POLE WITH GUY WIRE, 27 FEET
 BW2445'EAST-SOUTHEAST OF POINT WHERE GROUND BEGINS TO SLOPE STEEPLY
 BW2445'TO THE NORTHWEST AND 1 FOOT NORTH OF METAL WITNESS POST.  IT
 BW2445'IS A C AND GS TRIANGULATION STATION DISK, STAMPED HIRAM
 BW2445'1949, PROJECTING 6-INCHES.
 BW2445'
 BW2445'REFERENCE MARK NO. 2 IS 105.09 FEET SOUTH-SOUTHWEST OF THE
 BW2445'STATION.  IT IS 110 FEET EAST OF THE EXTENDED CENTER OF THE
 BW2445'ROAD LEADING NORTH, 130 FEET WEST OF THE POWER LINE POLE WITH
 BW2445'GUY WIRE, 18 FEET SOUTH OF THE EAST-WEST GRAVEL ROAD, 1 FOOT
 BW2445'SOUTHEAST OF A METAL WITNESS POST AND AT ABOUT THE SAME
 BW2445'ELEVATION AS THE STATION.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2445'STAMPED HIRAM NO. 2 1949, PROJECTING 6-INCHES.
 BW2445'
 BW2445'REFERENCE MARK NO. 3 IS 79.40 FEET EAST OF THE STATION.  IT
 BW2445'IS 47.5 FEET NORTH OF THE POWER LINE POLE WITH GUY WIRE, 28
 BW2445'FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF A METAL
 BW2445'WITNESS POST AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 BW2445'IT IS A C AND GS REFERENCE MARK DISK, STAMPED HIRAM 1949 NO
 BW2445'3 1969, PROJECTING 3-INCHES.
 BW2445'
 BW2445'THE AZIMUTH MARK IS 0.25 MILE WEST-SOUTHWEST OF THE STATION.
 BW2445'IT IS 72.5 FEET WEST OF POWER LINE POLE WITH GUY WIRE, 20 FEET
 BW2445'NORTHWEST OF THE CENTER OF GRAVEL ROAD, 13 FEET SOUTH-SOUTHEAST
 BW2445'OF THE CENTER OF TRACK ROAD, 2 FEET NORTHWEST OF EDGE OF ROAD
 BW2445'BANK AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A C AND GS
 BW2445'AZIMUTH DISK, STAMPED HIRAM 1949, PROJECTING 6-INCHES.
 BW2445'
 BW2445'TO REACH THE STATION FROM THE POST OFFICE IN GLOSTER, GO WEST
 BW2445'ON MAIN STREET FOR 0.15 MILE TO THE INTERSECTION OF W. RAILROAD
 BW2445'AVE. ON THE WEST SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACKS.
 BW2445'TURN RIGHT AND GO NORTH ON W. RAILROAD AVE. FOR 0.25 MILE TO A
 BW2445'T-INTERSECTION.  TURN LEFT AND GO WEST ON BLACKTOP STREET
 BW2445'FOR 0.1 MILE TO ANOTHER T-INTERSECTION.  TURN RIGHT AND GO
 BW2445'NORTH FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 BW2445'NORTHWEST ON GRAVELED ROAD FOR 5.1 MILES TO THE STATION ON
 BW2445'THE RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT.
 BW2445'
 BW2445'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON
 BW2445'GRAVELED ROAD FOR 0.25 MILE TO A TURN IN THE ROAD TO THE LEFT
 BW2445'AND THE MARK ON THE RIGHT.
 BW2445'
 BW2445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI.
 BW2445'SOUTHWEST OF CROSBY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2433 ***********************************************************************
 BW2433  DESIGNATION -  HITE
 BW2433  PID         -  BW2433
 BW2433  STATE/COUNTY-  MS/FRANKLIN
 BW2433  USGS QUAD   -  KNOXVILLE (1988)
 BW2433
 BW2433                         *CURRENT SURVEY CONTROL
 BW2433  ___________________________________________________________________
 BW2433* NAD 83(1993)-  31 26 24.35332(N)    091 07 09.37101(W)     ADJUSTED  
 BW2433* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 BW2433  ___________________________________________________________________
 BW2433  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BW2433  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BW2433  HORZ ORDER  -  THIRD
 BW2433
 BW2433.The horizontal coordinates were established by classical geodetic methods
 BW2433.and adjusted by the National Geodetic Survey in May 1994.
 BW2433
 BW2433.The orthometric height was scaled from a topographic map.
 BW2433
 BW2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2433
 BW2433.The geoid height was determined by GEOID03.
 BW2433
 BW2433;                    North         East     Units Scale Factor Converg.
 BW2433;SPC MS W     -   215,336.695   625,289.315   MT  1.00001882   -0 24 35.9
 BW2433;SPC MS W     -   706,483.81  2,051,470.03   sFT  1.00001882   -0 24 35.9
 BW2433;UTM  15      - 3,479,907.960   678,730.786   MT  0.99999402   +0 58 52.5
 BW2433
 BW2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2433!SPC MS W     -   0.99999159  x   1.00001882  =   1.00001041
 BW2433!UTM  15      -   0.99999159  x   0.99999402  =   0.99998561
 BW2433
 BW2433|---------------------------------------------------------------------|
 BW2433| PID    Reference Object                     Distance      Geod. Az  |
 BW2433|                                                           dddmmss.s |
 BW2433| CY3816 HITE RM 1                            21.486 METERS 03500     |
 BW2433| CY3815 HITE AZ MK                                         0763000.9 |
 BW2433| CY3817 HITE RM 2                            27.500 METERS 15845     |
 BW2433| BW2440 LEESDALE LOOKOUT TOWER              APPROX. 6.1 KM 3110047.5 |
 BW2433| BW2441 LEESDALE                            APPROX. 6.7 KM 3181512.3 |
 BW2433| BW2432 TT 30 FLS USGS 1949                  30.771 METERS 34154     |
 BW2433|---------------------------------------------------------------------|
 BW2433
 BW2433                          SUPERSEDED SURVEY CONTROL
 BW2433
 BW2433  NAD 83(1986)-  31 26 24.36903(N)    091 07 09.36620(W) AD(       ) 3
 BW2433  NAD 27      -  31 26 23.75700(N)    091 07 08.98300(W) AD(       ) 3
 BW2433
 BW2433.Superseded values are not recommended for survey control.
 BW2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2433.See file dsdata.txt to determine how the superseded data were derived.
 BW2433
 BW2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ7873179908(NAD 83)
 BW2433_MARKER: DS = TRIANGULATION STATION DISK
 BW2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2433
 BW2433  HISTORY     - Date     Condition        Report By
 BW2433  HISTORY     - 1949     MONUMENTED       CGS
 BW2433  HISTORY     - 1956     GOOD             CGS
 BW2433  HISTORY     - 1968     GOOD             MSHD
 BW2433
 BW2433                          STATION DESCRIPTION
 BW2433
 BW2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2433'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF ROXIE
 BW2433'ON PROPERTY OWNED BY MR. ERNEST THOMPSON OF FORT WORTH,
 BW2433'TEXAS.  THE MARK IS 184 FEET SOUTH-SOUTHEAST OF A CROSS
 BW2433'ROAD, 33 FEET SOUTHWEST OF A TRIANGULAR BLAZED 22-INCH OAK
 BW2433'TREE, 19 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 BW2433'AND 5 FEET SOUTH OF A WITNESS POST.
 BW2433'
 BW2433'TO REACH THE STATION FROM THE ILLINOIS-CENTRAL RAILROAD
 BW2433'DEPOT IN ROXIE, GO EASTERLY ON U.S. HIGHWAY 84 FOR 0.9 MILE
 BW2433'TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY
 BW2433'FOR 1.15 MILES TO A T-ROAD, TURN RIGHT AND GO SOUTHWESTERLY,
 BW2433'PASSING THROUGH THE SMALL COMMUNITY OF WHITE APPLE, FOR 6.4
 BW2433'MILES TO A T-ROAD, TURN RIGHT AND GO WESTERLY FOR 0.9 MILE
 BW2433'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWESTERLY
 BW2433'FOR 0.15 MILE TO THE CROSS ROAD AND STATION ON THE LEFT AS
 BW2433'DESCRIBED.
 BW2433'
 BW2433'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BW2433'HITE 1949.
 BW2433'
 BW2433'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE APPROXIMATE CENTER
 BW2433'OF THE DIRT ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BW2433'IS STAMPED HITE NO 1 1949.
 BW2433'
 BW2433'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE APPROXIMATE CENTER
 BW2433'OF THE DIRT ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BW2433'IS STAMPED HITE NO 2 1949.
 BW2433'
 BW2433'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST-NORTHEAST OF
 BW2433'THE STATION, 14 FEET NORTH OF THE APPROXIMATE CENTER LINE
 BW2433'OF A GRAVELED ROAD, AND 6 FEET WEST OF A WITNESS POST.  THE
 BW2433'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HITE 1949.
 BW2433'
 BW2433'T.T. 30 F.L.S. (USGS) IS 80 FEET SOUTH-SOUTHEAST OF THE CROSS
 BW2433'ROAD, 60 FEET NORTHWEST OF THE BLAZED OAK TREE, AND 14 FEET
 BW2433'WEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD.  A TRAVERSE
 BW2433'CONNECTION WAS MADE FROM THIS MARK TO TRIANGULATION STATION
 BW2433'HITE.  THE DISK IS A STANDARD USGS DISK SET IN THE TOP OF AN
 BW2433'8-INCH SQUARE CONCRETE POST, PROJECTING 2 INCHES, AND STAMPED
 BW2433'TT 30 FLS 1946.
 BW2433'
 BW2433'ALL USC AND GS MARKS ARE STANDARD DISKS SET IN THE TOPS OF
 BW2433'12-INCH SQUARE CONCRETE POSTS.
 BW2433'
 BW2433'A 90 FOOT TOWER AT HITE WILL SEE 90 FEET AT TRIANGULATION
 BW2433'STATION LEESDALE.
 BW2433'
 BW2433'A 90 FOOT TOWER AT HITE WILL SEE 64 FEET AT TRIANGULATION STATION
 BW2433'CHARE.
 BW2433'
 BW2433'A 90 FOOT TOWER AT HITE WILL SEE 50 FEET AT TRIANGULATION
 BW2433'STATION KNOXVILLE.
 BW2433'
 BW2433'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2433
 BW2433                          STATION RECOVERY (1956)
 BW2433
 BW2433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2433'THE STATION WAS VISITED 6-19-56 AND ALL MARKS WERE FOUND
 BW2433'IN GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE
 BW2433'WITH A NEW TO REACH WHICH FOLLOWS--
 BW2433'
 BW2433'TO REACH THE STATION FROM THE U.S. HIGHWAY 84 OVERPASS IN
 BW2433'HOXIE, ON THE ILLINOIS CENTRAL RAILROAD, GO NORTHWEST ON
 BW2433'U.S. HIGHWAY 84 FOR 0.75 MILE TO THE INTERSECTION WITH STATE
 BW2433'HIGHWAY 33, TURN LEFT, SOUTH, ON STATE HIGHWAY 33 AND GO 6.65
 BW2433'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO A
 BW2433'CROSSROAD, TURN RIGHT, NORTH AND GO 0.35 MILE TO A SIDE ROAD
 BW2433'RIGHT, KEEP STRAIGHT AHEAD AND GO 0.95 MILE TO THE AZIMUTH
 BW2433'MARK ON THE LEFT, CONTINUE FOR 0.15 MILE TO THE TOP OF THE
 BW2433'HILL AND THE STATION ON THE LEFT.
 BW2433
 BW2433                          STATION RECOVERY (1968)
 BW2433
 BW2433'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW2433'THE STATION WAS VISITED 2-14-68 AND THE STATION MARK, REFERENCE
 BW2433'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2433'AZIMUTH MARK, TT 30 F.L.S. (USGS) WERE DESTROYED AND THE
 BW2433'DISK WERE RECLAIMED.
 BW2433'
 BW2433'THE STATION IS LOCATED 6 MILES SOUTH SOUTHWEST OF ROXIE IN
 BW2433'THE SOUTHWEST 1/4 OF SECTION 43, T 6N, R 1E, AND ON PROPERTY
 BW2433'OWNED BY MR. ERNEST THOMPSON.  IT IS 164 FEET SOUTH SOUTHWEST
 BW2433'OF THE CENTER OF A CROSSROADS, 19 FEET WEST OF THE CENTER
 BW2433'OF A TRACK ROAD, 14 FEET WEST OF A DITCH BANK AND 1 FOOT
 BW2433'WEST OF A METAL WITNESS POST.
 BW2433'
 BW2433'IT IS A STANDARD TRIANGULATION DISK, STAMPED HITE 1949 PROJECTING
 BW2433'8 INCHES.
 BW2433'
 BW2433'REFERENCE MARK NO. 1 IS 70.49 FEET NORTHEAST OF THE STATION.
 BW2433'IT IS 27 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 BW2433'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 BW2433'HITE NO 1 1949 PROJECTING 6 INCHES.
 BW2433'
 BW2433'REFERENCE MARK NO. 2 IS 90.22 FEET SOUTH SOUTHEAST OF THE
 BW2433'STATION.  IT IS 29 FEET EAST OF THE CENTER OF A TRACK ROAD,
 BW2433'AND IS 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 BW2433'REFERENCE MARK DISK, STAMPED HITE NO 2 1949 PROJECTING 6 INCHES.
 BW2433'
 BW2433'THE AZIMUTH MARK WAS DESTROYED AND THE DISK WAS RECLAIMED.
 BW2433'
 BW2433'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ROXIE GO
 BW2433'NORTH ON EAST BOULEVARD FOR 0.05 MILE TO THE INTERSECTION
 BW2433'OF THIRD STREET.  TURN RIGHT (EAST) AND CONTINUE ON THIRD
 BW2433'STREET FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY 84.
 BW2433'TURN LEFT (NORTHWEST) AND CONTINUE ON U.S. HIGHWAY 84 FOR
 BW2433'1.1 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 33.
 BW2433'TURN LEFT (SOUTH SOUTHWEST) AND CONTINUE ON MISSISSIPPI
 BW2433'HIGHWAY 33 FOR 6.1 MILES TO A CROSSROADS.  TURN RIGHT AND
 BW2433'CONTINUE WEST AND NORTHWEST ON AN ALL WEATHER ROAD FOR 1.1
 BW2433'MILES TO ANOTHER CROSSROADS AND THE STATION ON THE LEFT AS
 BW2433'DESCRIBED.
 BW2433'
 BW2433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BW2433'SOUTH SOUTHWEST OF ROXIE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1543 ***********************************************************************
 BV1543  DESIGNATION -  HIWANEE
 BV1543  PID         -  BV1543
 BV1543  STATE/COUNTY-  MS/WAYNE
 BV1543  USGS QUAD   -  SHUBUTA (1964)
 BV1543
 BV1543                         *CURRENT SURVEY CONTROL
 BV1543  ___________________________________________________________________
 BV1543* NAD 83(1993)-  31 47 47.17015(N)    088 37 51.53134(W)     ADJUSTED  
 BV1543* NAVD 88     -       129.95   (+/-2cm)     426.3    (feet)  VERTCON   
 BV1543  ___________________________________________________________________
 BV1543  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BV1543  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BV1543  HORZ ORDER  -  SECOND
 BV1543  VERT ORDER  -  THIRD ? (See Below)
 BV1543
 BV1543.The horizontal coordinates were established by classical geodetic methods
 BV1543.and adjusted by the National Geodetic Survey in May 1994.
 BV1543
 BV1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1543.The vertical order pertains to the NGVD 29 superseded value.
 BV1543
 BV1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1543
 BV1543.The geoid height was determined by GEOID03.
 BV1543
 BV1543;                    North         East     Units Scale Factor Converg.
 BV1543;SPC MS E     -   254,596.074   319,162.098   MT  0.99995453   +0 06 23.8
 BV1543;SPC MS E     -   835,287.29  1,047,117.65   sFT  0.99995453   +0 06 23.8
 BV1543;UTM  16      - 3,519,030.667   345,596.399   MT  0.99989403   -0 51 34.3
 BV1543
 BV1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1543!SPC MS E     -   0.99998383  x   0.99995453  =   0.99993836
 BV1543!UTM  16      -   0.99998383  x   0.99989403  =   0.99987786
 BV1543
 BV1543|---------------------------------------------------------------------|
 BV1543| PID    Reference Object                     Distance      Geod. Az  |
 BV1543|                                                           dddmmss.s |
 BV1543| BV2051 HIWANEE RM 1                         25.204 METERS 13042     |
 BV1543| BV2052 HIWANEE AZ MK                                      2224310.4 |
 BV1543| BV1542 HIWANEE RM 2                         19.179 METERS 24748     |
 BV1543| BV1544 SHUBUTA MUNICIPAL WATER TANK        APPROX. 9.6 KM 3175718.6 |
 BV1543|---------------------------------------------------------------------|
 BV1543
 BV1543                          SUPERSEDED SURVEY CONTROL
 BV1543
 BV1543  NAD 83(1993)-  31 47 47.17830(N)    088 37 51.53141(W) AD(       ) 2
 BV1543  NAD 83(1986)-  31 47 47.18470(N)    088 37 51.53229(W) AD(       ) 2
 BV1543  NAD 27      -  31 47 46.61444(N)    088 37 51.40430(W) AD(       ) 2
 BV1543  NGVD 29 (07/19/86)  129.94   (m)          426.3    (f) LEVELING    3  
 BV1543
 BV1543.Superseded values are not recommended for survey control.
 BV1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1543.See file dsdata.txt to determine how the superseded data were derived.
 BV1543
 BV1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4559619031(NAD 83)
 BV1543_MARKER: DS = TRIANGULATION STATION DISK
 BV1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1543_SP_SET: CONCRETE POST
 BV1543_STAMPING: HIWANEE 1956
 BV1543_MARK LOGO: CGS   
 BV1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1543+STABILITY: SURFACE MOTION
 BV1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1543+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1991
 BV1543
 BV1543  HISTORY     - Date     Condition        Report By
 BV1543  HISTORY     - 1956     MONUMENTED       CGS
 BV1543  HISTORY     - 1956     GOOD             CGS
 BV1543  HISTORY     - 1961     GOOD             MSHD
 BV1543  HISTORY     - 1964     GOOD             MSHD
 BV1543  HISTORY     - 19910610 GOOD             MSHD
 BV1543
 BV1543                          STATION DESCRIPTION
 BV1543
 BV1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1543'STATION IS LOCATED ABOUT 8 MILES NORTH OF WAYNESBORO, 6 MILES
 BV1543'SOUTHEAST OF SHUBUTA, AT THE HIWANEE STATE FOREST LOOKOUT TOWER. THE
 BV1543'MARK IS 49 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND
 BV1543'5 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES
 BV1543'AND THE DISK IS STAMPED HIWANEE 1956.
 BV1543'
 BV1543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND A
 BV1543'CROSSROAD AND THE SHUBUTA BAPTIST CHURCH IN THE TOWN OF SHUBUTA, GO
 BV1543'SOUTH ON HIGHWAY 45 FOR 3.7 MILES TO A SIDE ROAD LEFT IN THE
 BV1543'VILLAGE OF HIWANEE. TURN LEFT AND GO EAST ON GRADED ROAD FOR 2.2
 BV1543'MILES TO A FORK. CONTINUE STRAIGHT AHEAD AND GO EASTERLY FOR 1.55
 BV1543'MILES TO A REVERSE Y. CONTINUE STRAIGHT AHEAD AND GO SOUTHERLY
 BV1543'FOR 0.2 MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO EASTERLY
 BV1543'FOR 0.05 MILE TO A WOODS ROAD LEFT. TURN LEFT AND GO NORTH UP
 BV1543'GRADE FOR 0.1 MILE TO THE STATION NEAR THE LOOKOUT TOWER AS
 BV1543'DESCRIBED.
 BV1543'
 BV1543'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WOODS ROAD
 BV1543'FOR 0.1 MILE TO THE PAVED ROAD. TURN RIGHT AND GO WESTERLY FOR 0.05
 BV1543'MILE TO A T-ROAD. TURN LEFT AND GO SOUTHERLY ON GRADED ROAD FOR
 BV1543'0.15 MILE TO THE MARK ON THE LEFT.
 BV1543'
 BV1543'REFERENCE MARK 1 IS 16 FEET NORTH OF A 12 INCH PINE TREE AND 5 FEET
 BV1543'SOUTHEAST OF A 6 INCH PINE TREE. THE MARK IS FLUSH AND THE DISK IS
 BV1543'STAMPED HIWANEE NO 1 1956.
 BV1543'
 BV1543'REFERENCE MARK 2 IS CENTERED BELOW THE LOOKOUT TOWER. THE MARK IS
 BV1543'FLUSH AND THE DISK IS STAMPED HIWANEE NO 2 1956.
 BV1543'
 BV1543'THE AZIMUTH MARK IS AT THE SOUTHWEST EDGE OF A CULTIVATED FIELD, 62
 BV1543'FEET SOUTHEAST OF THE GRADED ROAD, 8 FEET NORTHWEST OF A FARM LANE
 BV1543'AND 2 FEET EAST OF A WHITE WITNESS POST AND A FENCE LINE. THE MARK
 BV1543'PROJECTS 2 INCHES AND THE DISK IS STAMPED HIWANEE 1956.
 BV1543
 BV1543                          STATION RECOVERY (1956)
 BV1543
 BV1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1543'RECOVERED IN GOOD CONDITION.
 BV1543
 BV1543                          STATION RECOVERY (1961)
 BV1543
 BV1543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV1543'OBSERVATIONS MADE FROM A 50 FOOT ALUMINUM TOWER.
 BV1543'
 BV1543'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE FOUND AS
 BV1543'DESCRIBED AND IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS CORRECT
 BV1543'AND ADEQUATE. THE AZIMUTH MARK COULD NOT BE OBSERVED DUE TO TALL
 BV1543'PINE TREES ON LINE.
 BV1543'
 BV1543'A NEW METAL WITNESS POST WAS SET 2 FEET SOUTH OF THE STATION.
 BV1543
 BV1543                          STATION RECOVERY (1964)
 BV1543
 BV1543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1543'THE STATION WAS VISITED 6-9-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1543'CONDITION.
 BV1543'
 BV1543'THE DESCRIPTION IS ADEQUATE.
 BV1543'
 BV1543'A METAL WITNESS POST WAS SET 1.0 FOOT SOUTHWEST OF THE AZIMUTH MARK.
 BV1543'
 BV1543'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 10-INCH SQUARE,
 BV1543'CONCRETE POSTS.
 BV1543
 BV1543                          STATION RECOVERY (1991)
 BV1543
 BV1543'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1543'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF SHUBUTA, ON
 BV1543'THE SITE OF THE HIWANEE LOOKIUT TOWER, 3.7 MI (6.0 KM) EAST OF THE
 BV1543'COMMUNITY OF HIWANEE AND IS IN SECTION 31, T 10N, R 6W.
 BV1543'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV1543'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHUBUTA, GO NORTH ON STATE HIGHWAY
 BV1543'510 FOR 0.85 MI (1.37 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BV1543'SOUTHEAST ON A PAVED ROAD FOR 6.45 MI (10.38 KM) TO A SIDE ROAD LEFT,
 BV1543'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO THE EAST
 BV1543'ONE OF TWO DRIVEWAYS ON THE LEFT, TURN LEFT AND GO NORTH ON A GRAVEL
 BV1543'DRIVEWAY FOR 0.05 MI (0.08 KM) TO THE LOOKOUT TOWER AND THE MARK ON
 BV1543'THE RIGHT.
 BV1543'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1543'FLUSH WITH THE GROUND, 259.0 FT (78.9 M) NORTHEAST OF THE NORTHEAST
 BV1543'CORNER OF A BRICK HOUSE, 193.0 FT (58.8 M) NORTHWEST OF THE NORTHWEST
 BV1543'CORNER OF A CYCLONE FENCE AROUND THE HIWANEE WATER TANK, 102,0 FT
 BV1543'NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 49.0 FT (14.9 M) EAST OF
 BV1543'THE NORTHEAST LEG OF THE LOOKOUT TOWER, 30.0 FT (9.1 M) SOUTH OF A
 BV1543'FENCE AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1542 ***********************************************************************
 BV1542  DESIGNATION -  HIWANEE RM 2
 BV1542  PID         -  BV1542
 BV1542  STATE/COUNTY-  MS/WAYNE
 BV1542  USGS QUAD   -  SHUBUTA (1964)
 BV1542
 BV1542                         *CURRENT SURVEY CONTROL
 BV1542  ___________________________________________________________________
 BV1542* NAD 83(1993)-  31 47 46.93490(N)    088 37 52.20638(W)     ADJUSTED  
 BV1542* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BV1542  ___________________________________________________________________
 BV1542  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BV1542  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BV1542  HORZ ORDER  -  THIRD
 BV1542
 BV1542.The horizontal coordinates were established by classical geodetic methods
 BV1542.and adjusted by the National Geodetic Survey in May 1994.
 BV1542
 BV1542.The orthometric height was scaled from a topographic map.
 BV1542
 BV1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1542
 BV1542.The geoid height was determined by GEOID03.
 BV1542
 BV1542;                    North         East     Units Scale Factor Converg.
 BV1542;SPC MS E     -   254,588.796   319,144.355   MT  0.99995452   +0 06 23.5
 BV1542;SPC MS E     -   835,263.41  1,047,059.44   sFT  0.99995452   +0 06 23.5
 BV1542;SPC AL W     -   199,703.524   492,880.809   MT  1.00007480   -0 35 45.9
 BV1542;UTM  16      - 3,519,023.689   345,578.537   MT  0.99989410   -0 51 34.7
 BV1542
 BV1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1542!SPC MS E     -   0.99998382  x   0.99995452  =   0.99993834
 BV1542!SPC AL W     -   0.99998382  x   1.00007480  =   1.00005862
 BV1542!UTM  16      -   0.99998382  x   0.99989410  =   0.99987792
 BV1542
 BV1542                          SUPERSEDED SURVEY CONTROL
 BV1542
 BV1542  NAD 83(1993)-  31 47 46.94305(N)    088 37 52.20645(W) AD(       ) 4
 BV1542  NAD 83(1986)-  31 47 46.94945(N)    088 37 52.20733(W) AD(       ) 4
 BV1542  NAD 27      -  31 47 46.38000(N)    088 37 52.07900(W) AD(       ) 3
 BV1542
 BV1542.Superseded values are not recommended for survey control.
 BV1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1542.See file dsdata.txt to determine how the superseded data were derived.
 BV1542
 BV1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA4557919024(NAD 83)
 BV1542_MARKER: 57 = LOOKOUT TOWER
 BV1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1542_MARK LOGO: CGS   
 BV1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1542+STABILITY: SURFACE MOTION
 BV1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1542+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1991
 BV1542
 BV1542  HISTORY     - Date     Condition        Report By
 BV1542  HISTORY     - 1956     FIRST OBSERVED   CGS
 BV1542  HISTORY     - 1956     GOOD             CGS
 BV1542  HISTORY     - 1964     GOOD             MSHD
 BV1542  HISTORY     - 19910618 GOOD             MSHD
 BV1542
 BV1542                          STATION DESCRIPTION
 BV1542
 BV1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1542'STATION IS LOCATED ABOUT 8 MILES NORTH OF WAYNESBORO AND 6 MILES
 BV1542'SOUTHEAST OF SHUBUTA. IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 120
 BV1542'FEET HIGH WITH A GLASSED IN OBSERVING PLATFORM ATOP.
 BV1542'
 BV1542'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HIWANEE. THE
 BV1542'DISTANCE IS 62.92 FEET, 19.178 METERS.
 BV1542'
 BV1542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND A
 BV1542'CROSSROAD AND THE SHUBUTA BAPTIST CHURCH IN NORTHWEST ANGLE IN THE
 BV1542'TOWN OF SHUBUTA, GO SOUTH ON HIGHWAY 45 FOR 3.7 MILES TO A SIDE
 BV1542'ROAD LEFT IN THE VILLAGE OF HIWANEE. TURN LEFT AND GO EAST ON
 BV1542'GRADED ROAD FOR 2.2 MILES TO A FORK. CONTINUE STRAIGHT AHEAD AND GO
 BV1542'EASTERLY FOR 1.55 MILES TO A REVERSE Y. CONTINUE STRAIGHT AHEAD AND
 BV1542'GO SOUTHERLY FOR 0.2 MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND
 BV1542'GO EAST FOR 0.05 MILE TO A WOODS ROAD LEFT. TURN LEFT AND GO
 BV1542'NORTH UP GRADE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 BV1542
 BV1542                          STATION RECOVERY (1956)
 BV1542
 BV1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1542'RECOVERED IN GOOD CONDITION.
 BV1542
 BV1542                          STATION RECOVERY (1964)
 BV1542
 BV1542'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1542'THE STATION WAS VISITED AND FOUND IN GOOD CONDITION. THE DESCRIPTION
 BV1542'IS ADEQUATE.
 BV1542
 BV1542                          STATION RECOVERY (1991)
 BV1542
 BV1542'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1542'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH OF WAYNESBORO, 6.0
 BV1542'MI (9.7 KM) SOUTHEAST OF SHUBUTA, 3.7 MI (6.0 KM) EAST OF THE
 BV1542'COMMUNITY OF HIWANEE AND IS IN SECTION 31, T 10N, R 6W.
 BV1542'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 510
 BV1542'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF SHUBUTA, GO NORTH ON STATE HIGHWAY
 BV1542'510 FOR 0.85 MI (1.37 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BV1542'SOUTHEAST ON A PAVED ROAD FOR 6.45 MI (10.38 KM) TO A SIDE ROAD LEFT,
 BV1542'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO THE EAST
 BV1542'ONE OF TWO DRIVEWAYS ON THE LEFT, TURN LEFT AND GO NORTH ON A GRAVEL
 BV1542'DRIVEWAY FOR 0.05 MI (0.08 KM) TO THE TOWER ON THE LEFT.
 BV1542'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH WITH A GLASSED
 BV1542'IN OBSERVING PLATFORM ATOP. A TRAVERESE CONNECTION WAS MADE TO
 BV1542'TRIANGULATION STATION HIWANEE. THE DISTANCE IS 62.92 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9953 ***********************************************************************
 AA9953  SACS        -  This is a Secondary Airport Control Station.
 AA9953  DESIGNATION -  HKS 1994
 AA9953  PID         -  AA9953
 AA9953  STATE/COUNTY-  MS/HINDS
 AA9953  USGS QUAD   -  JACKSON (1998)
 AA9953
 AA9953                         *CURRENT SURVEY CONTROL
 AA9953  ___________________________________________________________________
 AA9953* NAD 83(2007)-  32 20 07.13660(N)    090 13 40.14648(W)     NO CHECK  
 AA9953* NAVD 88     -        94.68   (meters)     310.6    (feet)  GPS OBS   
 AA9953  ___________________________________________________________________
 AA9953  EPOCH DATE  -        2002.00
 AA9953  X           -     -21,448.742 (meters)                     COMP
 AA9953  Y           -  -5,394,277.043 (meters)                     COMP
 AA9953  Z           -   3,391,943.130 (meters)                     COMP
 AA9953  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA9953  ELLIP HEIGHT-          68.234 (meters)          (02/10/07) NO CHECK
 AA9953  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA9953
 AA9953  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9953  Type    PID    Designation                      North   East  Ellip
 AA9953  -------------------------------------------------------------------
 AA9953  NETWORK AA9953 HKS 1994                          2.57  15.37   8.02
 AA9953  -------------------------------------------------------------------
 AA9953
 AA9953.This mark is at Hawkins Field Airport (HKS)
 AA9953
 AA9953.The horizontal coordinates were established by GPS observations
 AA9953.and adjusted by the National Geodetic Survey in February 2007.
 AA9953
 AA9953.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9953.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9953.No horizontal observational check was made to the station.
 AA9953.The horizontal coordinates are valid at the epoch date displayed above.
 AA9953.The epoch date for horizontal control is a decimal equivalence
 AA9953.of Year/Month/Day.
 AA9953
 AA9953.The orthometric height was determined by GPS observations and a
 AA9953.high-resolution geoid model.
 AA9953
 AA9953.GPS derived orthometric heights for airport stations designated as
 AA9953.PACS or SACS are published to 2 decimal places.  This maintains
 AA9953.centimeter relative accuracy between the PACS and SACS.  It does
 AA9953.not indicate centimeter accuracy relative to other marks which are
 AA9953.part of the NAVD 88 network.
 AA9953
 AA9953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9953
 AA9953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9953
 AA9953.The ellipsoidal height was determined by GPS observations
 AA9953.and is referenced to NAD 83.
 AA9953
 AA9953.The geoid height was determined by GEOID03.
 AA9953
 AA9953;                    North         East     Units Scale Factor Converg.
 AA9953;SPC MS W     -   314,335.409   709,933.481   MT  0.99995122   +0 03 23.2
 AA9953;SPC MS W     - 1,031,282.09  2,329,173.43   sFT  0.99995122   +0 03 23.2
 AA9953;UTM  15      - 3,580,981.884   760,933.817   MT  1.00043971   +1 29 01.0
 AA9953
 AA9953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9953!SPC MS W     -   0.99998929  x   0.99995122  =   0.99994051
 AA9953!UTM  15      -   0.99998929  x   1.00043971  =   1.00042899
 AA9953
 AA9953                          SUPERSEDED SURVEY CONTROL
 AA9953
 AA9953  ELLIP H (04/15/02)   68.260  (m)                       GP(       ) 4 1
 AA9953  NAD 83(1993)-  32 20 07.13639(N)    090 13 40.14639(W) AD(       ) 1
 AA9953  ELLIP H (02/07/96)   68.288  (m)                       GP(       ) 4 1
 AA9953
 AA9953.Superseded values are not recommended for survey control.
 AA9953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9953.See file dsdata.txt to determine how the superseded data were derived.
 AA9953
 AA9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6093480982(NAD 83)
 AA9953_MARKER: DS = TRIANGULATION STATION DISK
 AA9953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9953_STAMPING: HKS 1994
 AA9953_MARK LOGO: NOS   
 AA9953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9953+STABILITY: SURFACE MOTION
 AA9953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9953+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9953
 AA9953  HISTORY     - Date     Condition        Report By
 AA9953  HISTORY     - 1994     MONUMENTED       NOS
 AA9953
 AA9953                          STATION DESCRIPTION
 AA9953
 AA9953'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RWD)
 AA9953'LOCATED AT HAWKINS FIELD, JACKSON, MS AT THE SOUTH CORNER OF THE
 AA9953'WESTERLY END OF RUNWAY 11-29 (WNW-ESE RUNWAY).  THE STATION IS 22.5 M
 AA9953'(73.8 FT) SE OF CENTERLINE RUNWAY 11-29, 16.9 M (55.4 FT) NE OF A
 AA9953'FENCE, AND 3.4 M (11.2 FT) WEST OF CENTER OF 3 RUNWAY END LIGHT (SOUTH
 AA9953'GROUPING).
 AA9953' 
 AA9953'STATION IS A STANDARD NOS DISK STAMPED ---HKS 1994---.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9949 ***********************************************************************
 AA9949  PACS        -  This is a Primary Airport Control Station.
 AA9949  DESIGNATION -  HKS AP 1956 STA A
 AA9949  PID         -  AA9949
 AA9949  STATE/COUNTY-  MS/HINDS
 AA9949  USGS QUAD   -  JACKSON (1998)
 AA9949
 AA9949                         *CURRENT SURVEY CONTROL
 AA9949  ___________________________________________________________________
 AA9949* NAD 83(2007)-  32 19 47.31842(N)    090 12 49.00837(W)     ADJUSTED  
 AA9949* NAVD 88     -        97.31   (meters)     319.3    (feet)  LEVELING  
 AA9949  ___________________________________________________________________
 AA9949  EPOCH DATE  -        2002.00
 AA9949  X           -     -20,112.593 (meters)                     COMP
 AA9949  Y           -  -5,394,610.932 (meters)                     COMP
 AA9949  Z           -   3,391,428.719 (meters)                     COMP
 AA9949  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA9949  ELLIP HEIGHT-          70.882 (meters)          (02/10/07) ADJUSTED
 AA9949  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA9949
 AA9949  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9949  Type    PID    Designation                      North   East  Ellip
 AA9949  -------------------------------------------------------------------
 AA9949  NETWORK AA9949 HKS AP 1956 STA A                 0.47   0.88   2.88
 AA9949  -------------------------------------------------------------------
 AA9949  VERT ORDER  -  THIRD ?
 AA9949
 AA9949.This mark is at Hawkins Field Airport (HKS)
 AA9949
 AA9949.The horizontal coordinates were established by GPS observations
 AA9949.and adjusted by the National Geodetic Survey in February 2007.
 AA9949
 AA9949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9949.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9949.The horizontal coordinates are valid at the epoch date displayed above.
 AA9949.The epoch date for horizontal control is a decimal equivalence
 AA9949.of Year/Month/Day.
 AA9949
 AA9949.The orthometric height was determined by differential leveling.
 AA9949.The vertical network tie was performed by a horz. field party for horz.
 AA9949.obs reductions. Reset procedures were used to establish the elevation.
 AA9949
 AA9949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9949
 AA9949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9949
 AA9949.The ellipsoidal height was determined by GPS observations
 AA9949.and is referenced to NAD 83.
 AA9949
 AA9949.The geoid height was determined by GEOID03.
 AA9949
 AA9949;                    North         East     Units Scale Factor Converg.
 AA9949;SPC MS W     -   313,726.376   711,271.467   MT  0.99995157   +0 03 50.5
 AA9949;SPC MS W     - 1,029,283.95  2,333,563.14   sFT  0.99995157   +0 03 50.5
 AA9949;UTM  15      - 3,580,406.078   762,287.223   MT  1.00044844   +1 29 27.6
 AA9949
 AA9949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9949!SPC MS W     -   0.99998887  x   0.99995157  =   0.99994044
 AA9949!UTM  15      -   0.99998887  x   1.00044844  =   1.00043731
 AA9949
 AA9949                          SUPERSEDED SURVEY CONTROL
 AA9949
 AA9949  ELLIP H (04/15/02)   70.909  (m)                       GP(       ) 4 1
 AA9949  NAD 83(1993)-  32 19 47.31821(N)    090 12 49.00828(W) AD(       ) B
 AA9949  ELLIP H (02/07/96)   70.936  (m)                       GP(       ) 4 1
 AA9949
 AA9949.Superseded values are not recommended for survey control.
 AA9949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9949.See file dsdata.txt to determine how the superseded data were derived.
 AA9949
 AA9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6228780406(NAD 83)
 AA9949_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9949_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9949_SP_SET: CONCRETE RUNWAY
 AA9949_STAMPING: AP 1956 STA A
 AA9949_MARK LOGO: CGS   
 AA9949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9949+SATELLITE: SATELLITE OBSERVATIONS - 1956
 AA9949
 AA9949  HISTORY     - Date     Condition        Report By
 AA9949  HISTORY     - 1956     MONUMENTED       CGS
 AA9949  HISTORY     - 19890630 GOOD             NGS
 AA9949
 AA9949                          STATION DESCRIPTION
 AA9949
 AA9949'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AA9949'LOCATED AT THE HAWKINS FIELD AIRPORT, JACKSON, MS, AT THE SOUTH CORNER
 AA9949'OF THE EASTERLY END OF RUNWAY 11-29 (WNW-ESE).
 AA9949' 
 AA9949'MARKED BY A STANDARD TOPOGRAPHIC DISK STAMPED ---AP 1956 STA A--- AND
 AA9949'CEMENTED IN A DRILL HOLE AT THE CORNER OF THE CONCRETE RUNWAY.
 AA9949
 AA9949                          STATION RECOVERY (1989)
 AA9949
 AA9949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA9949'LOCATED AT THE HAWKINS FIELD AIRPORT, JACKSON MISSISSIPPI, AT THE
 AA9949'SOUTH CORNER OF THE EASTERLY END OF RUNWAY 11-20 (WNW-ESE).  MARKED BY
 AA9949'A STANDARD TOPOGRAPHIC DISK STAMPED AP 1956 STA A AND CEMENTED IN A
 AA9949'DRILLHOLE AT THE CORNER OF THE CONCRETE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9952 ***********************************************************************
 AA9952  SACS        -  This is a Secondary Airport Control Station.
 AA9952  DESIGNATION -  HKS TRAVERSE POINT 2
 AA9952  PID         -  AA9952
 AA9952  STATE/COUNTY-  MS/HINDS
 AA9952  USGS QUAD   -  JACKSON (1998)
 AA9952
 AA9952                         *CURRENT SURVEY CONTROL
 AA9952  ___________________________________________________________________
 AA9952* NAD 83(2007)-  32 20 32.89162(N)    090 13 40.80910(W)     NO CHECK  
 AA9952* NAVD 88     -       102.08   (meters)     334.9    (feet)  LEVELING  
 AA9952  ___________________________________________________________________
 AA9952  EPOCH DATE  -        2002.00
 AA9952  X           -     -21,464.407 (meters)                     COMP
 AA9952  Y           -  -5,393,858.814 (meters)                     COMP
 AA9952  Z           -   3,392,617.375 (meters)                     COMP
 AA9952  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA9952  ELLIP HEIGHT-          75.600 (meters)          (02/10/07) NO CHECK
 AA9952  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AA9952
 AA9952  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9952  Type    PID    Designation                      North   East  Ellip
 AA9952  -------------------------------------------------------------------
 AA9952  NETWORK AA9952 HKS TRAVERSE POINT 2              2.12   9.04  11.21
 AA9952  -------------------------------------------------------------------
 AA9952  VERT ORDER  -  THIRD ?
 AA9952
 AA9952.This mark is at Hawkins Field Airport (HKS)
 AA9952
 AA9952.The horizontal coordinates were established by GPS observations
 AA9952.and adjusted by the National Geodetic Survey in February 2007.
 AA9952
 AA9952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9952.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9952.No horizontal observational check was made to the station.
 AA9952.The horizontal coordinates are valid at the epoch date displayed above.
 AA9952.The epoch date for horizontal control is a decimal equivalence
 AA9952.of Year/Month/Day.
 AA9952
 AA9952.The orthometric height was determined by differential leveling.
 AA9952.The vertical network tie was performed by a horz. field party for horz.
 AA9952.obs reductions. Reset procedures were used to establish the elevation.
 AA9952
 AA9952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9952
 AA9952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9952
 AA9952.The ellipsoidal height was determined by GPS observations
 AA9952.and is referenced to NAD 83.
 AA9952
 AA9952.The geoid height was determined by GEOID03.
 AA9952
 AA9952;                    North         East     Units Scale Factor Converg.
 AA9952;SPC MS W     -   315,128.699   709,915.372   MT  0.99995121   +0 03 22.9
 AA9952;SPC MS W     - 1,033,884.74  2,329,114.02   sFT  0.99995121   +0 03 22.9
 AA9952;UTM  15      - 3,581,774.864   760,895.936   MT  1.00043946   +1 29 01.7
 AA9952
 AA9952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9952!SPC MS W     -   0.99998813  x   0.99995121  =   0.99993934
 AA9952!UTM  15      -   0.99998813  x   1.00043946  =   1.00042758
 AA9952
 AA9952                          SUPERSEDED SURVEY CONTROL
 AA9952
 AA9952  ELLIP H (04/15/02)   75.626  (m)                       GP(       ) 4 1
 AA9952  NAD 83(1993)-  32 20 32.89141(N)    090 13 40.80901(W) AD(       ) 1
 AA9952  ELLIP H (02/07/96)   75.654  (m)                       GP(       ) 4 1
 AA9952
 AA9952.Superseded values are not recommended for survey control.
 AA9952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9952.See file dsdata.txt to determine how the superseded data were derived.
 AA9952
 AA9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6089681775(NAD 83)
 AA9952_MARKER: X = CHISELED CROSS
 AA9952_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9952_SP_SET: CONCRETE TAXIWAY
 AA9952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9952+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AA9952
 AA9952  HISTORY     - Date     Condition        Report By
 AA9952  HISTORY     - 1982     MONUMENTED       NGS
 AA9952  HISTORY     - 19890630 GOOD             NGS
 AA9952
 AA9952                          STATION DESCRIPTION
 AA9952
 AA9952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AA9952'THIS STATION IS LOCATED ON THE NORTHWEST CORNER OF THE TAXIWAY LEADING
 AA9952'TO RUNWAY END 16.
 AA9952' 
 AA9952'IT IS A CHISELED CROSS IN THE CONCRETE.
 AA9952
 AA9952                          STATION RECOVERY (1989)
 AA9952
 AA9952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA9952'THIS STATION IS LOCATED ON THE NORTHWEST CORNER OF THE TAXIWAY LEADING
 AA9952'TO RUNWAY END 16.  IT IS A CHISELED CROSS IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1382 ***********************************************************************
 CO1382  DESIGNATION -  HODGE
 CO1382  PID         -  CO1382
 CO1382  STATE/COUNTY-  MS/SCOTT
 CO1382  USGS QUAD   -  FORKVILLE (1982)
 CO1382
 CO1382                         *CURRENT SURVEY CONTROL
 CO1382  ___________________________________________________________________
 CO1382* NAD 83(1993)-  32 22 37.04251(N)    089 39 19.36586(W)     ADJUSTED  
 CO1382* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 CO1382  ___________________________________________________________________
 CO1382  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CO1382  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CO1382  HORZ ORDER  -  SECOND
 CO1382
 CO1382.The horizontal coordinates were established by classical geodetic methods
 CO1382.and adjusted by the National Geodetic Survey in May 1994.
 CO1382
 CO1382.The orthometric height was scaled from a topographic map.
 CO1382
 CO1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1382
 CO1382.The geoid height was determined by GEOID03.
 CO1382
 CO1382;                    North         East     Units Scale Factor Converg.
 CO1382;SPC MS E     -   319,245.100   222,644.491   MT  1.00002376   -0 26 24.8
 CO1382;SPC MS E     - 1,047,389.97    730,459.47   sFT  1.00002376   -0 26 24.8
 CO1382;SPC MS W     -   319,150.049   763,795.966   MT  1.00000017   +0 21 47.0
 CO1382;SPC MS W     - 1,047,078.12  2,505,887.27   sFT  1.00000017   +0 21 47.0
 CO1382;UTM  16      - 3,585,320.994   250,178.365   MT  1.00036969   -1 25 21.6
 CO1382
 CO1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1382!SPC MS E     -   0.99997596  x   1.00002376  =   0.99999972
 CO1382!SPC MS W     -   0.99997596  x   1.00000017  =   0.99997613
 CO1382!UTM  16      -   0.99997596  x   1.00036969  =   1.00034564
 CO1382
 CO1382|---------------------------------------------------------------------|
 CO1382| PID    Reference Object                     Distance      Geod. Az  |
 CO1382|                                                           dddmmss.s |
 CO1382| CG2030 HODGE RM 4                            9.927 METERS 03425     |
 CO1382| CG2027 HODGE RM 1                           16.855 METERS 05208     |
 CO1382| CO0922 CURVE                               APPROX. 8.7 KM 1004437.4 |
 CO1382| CG2026 HODGE AZ MK                                        1713558.6 |
 CO1382| CG2028 HODGE RM 2                           20.443 METERS 28126     |
 CO1382| CO1381 MORTON LOT 1945                      53.002 METERS 33822     |
 CO1382| CG2029 HODGE RM 3                           48.280 METERS 34039     |
 CO1382|---------------------------------------------------------------------|
 CO1382
 CO1382                          SUPERSEDED SURVEY CONTROL
 CO1382
 CO1382  NAD 83(1986)-  32 22 37.05437(N)    089 39 19.36436(W) AD(       ) 2
 CO1382  NAD 27      -  32 22 36.53600(N)    089 39 19.10200(W) AD(       ) 2
 CO1382
 CO1382.Superseded values are not recommended for survey control.
 CO1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1382.See file dsdata.txt to determine how the superseded data were derived.
 CO1382
 CO1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA5017885321(NAD 83)
 CO1382_MARKER: DS = TRIANGULATION STATION DISK
 CO1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CO1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1382+STABILITY: SURFACE MOTION
 CO1382
 CO1382  HISTORY     - Date     Condition        Report By
 CO1382  HISTORY     - 1945     MONUMENTED       CGS
 CO1382  HISTORY     - 1951     SEE DESCRIPTION  USGS
 CO1382  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CO1382  HISTORY     - 1964     GOOD             MSHD
 CO1382  HISTORY     - 1977     GOOD             NGS
 CO1382
 CO1382                          STATION DESCRIPTION
 CO1382
 CO1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1382'STATION IS LOCATED AT THE SITE OF THE MORTON LOOKOUT TOWER, ABOUT
 CO1382'1-1/2 MILES N OF MORTON, 35 FEET S OF THE S BOUNDARY FENCE, 52 FEET
 CO1382'SE OF THE SE CORNER OF THE RANGERS HOUSE, AND 23 FEET W OF A
 CO1382'15-INCH OAK TREE.  THE DISK IS STAMPED HODGE 1945.
 CO1382'
 CO1382'REFERENCE MARK 1 IS 55.30 FEET NE OF THE STATION IN THE S
 CO1382'BOUNDARY FENCE, AND 39 FEET NE OF A 15-INCH OAK TREE.  THE DISK
 CO1382'IS STAMPED HODGE NO 1 1945.
 CO1382'
 CO1382'REFERENCE MARK 2 IS 67.07 FEET W OF THE STATION, 23 FEET S OF THE
 CO1382'S BOUNDARY FENCE, AND 35 FEET SSW OF THE SW CORNER OF THE RANGERS
 CO1382'HOUSE.  THE DISK IS STAMPED HODGE NO 2 1945.
 CO1382'
 CO1382'AZIMUTH MARK IS ABOUT 0.7 MILE S OF THE STATION ON THE E SIDE
 CO1382'OF THE ROAD, 20 FEET E OF THE CENTER OF THE ROAD, 3 FEET N OF A
 CO1382'STANDARD WITNESS POST, AND 7 FEET N OF A TRIANGULAR-BLAZED 15-INCH
 CO1382'PINE TREE.  THE DISK IS STAMPED HODGE 1945.
 CO1382'
 CO1382'A TRAVERSE CONNECTION WAS MADE TO THE MORTON LOOKOUT TOWER, THE
 CO1382'DISTANCE BEING 173.90 FEET.
 CO1382'
 CO1382'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HIGHWAY 80
 CO1382'IN MORTON, GO E ON U.S. HIGHWAY 80 FOR 0.15 MILE TO A DIRT ROAD
 CO1382'LEFT, TURN LEFT AND GO 0.05 MILE TO THE RAILROAD TRACKS, CROSS
 CO1382'TRACKS AND CONTINUE 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO
 CO1382'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT, AND CONTINUE STRAIGHT
 CO1382'AHEAD FOR 0.85 MILE TO THE LOOKOUT TOWER AND STATION ON THE
 CO1382'RIGHT.
 CO1382'
 CO1382'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CO1382
 CO1382                          STATION RECOVERY (1951)
 CO1382
 CO1382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 CO1382'THE BRASS DISK HAS BEEN REMOVED AND ONLY ONE OF THE REFERENCE
 CO1382'MARKS COULD BE FOUND.
 CO1382
 CO1382                          STATION RECOVERY (1957)
 CO1382
 CO1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1382'THE STATION WAS VISITED 7-10-57 AND THE STATION SURFACE MARK
 CO1382'WAS FOUND WITH THE DISK REMOVED.  A NEW DISK WAS CEMENTED IN THE
 CO1382'HOLE LEFT BY THE SHANK OF THE FORMER DISK.  REFERENCE MARK NO. 2
 CO1382'WAS FOUND IN GOOD CONDITION AND THE MEASURED DISTANCE TO THE
 CO1382'STATION CHECKED THE 1945 MEASUREMENTS.  REFERENCE MARK NO. 1 WAS
 CO1382'DESTROYED BY THE EXCAVATION OF A GRAVEL PIT, THE DISK WAS NOT
 CO1382'FOUND.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 CO1382'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE IN THE
 CO1382'CONCRETE FOOTING OF THE SOUTHEAST LEG OF THE DISMANTLED MORTON
 CO1382'LOOKOUT TOWER.  THE FOREST RANGERS CABIN MENTIONED IN THE ORIGINAL
 CO1382'DESCRIPTION HAS BEEN DISMANTLED AND ONLY THE CONCRETE FOUNDATION
 CO1382'REMAINS.  A GRAVEL PIT HAS BEEN EXCAVATED EAST AND SOUTH OF
 CO1382'THE STATION, BUT ACCORDING TO THE LAND OWNER MR. A.B. FARRIS,
 CO1382'THE PIT WILL NOT BE REACTIVATED.
 CO1382'
 CO1382'A NEW DESCRIPTION FOLLOWS-
 CO1382'
 CO1382'THE STATION IS LOCATED 1.8 MILES NORTH ALONG STATE HIGHWAY 13
 CO1382'FROM MORTON AT THE SITE OF THE ABANDONED MORTON LOOKOUT TOWER,
 CO1382'ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND SURROUNDED BY LAND
 CO1382'OWNED BY MR. A.B. FERRIS OF MORTON, ABOUT 125 YARDS EAST OF
 CO1382'STATE HIGHWAY 13, ON THE TOP OF A BARE HILL AND ABOUT 75 YARDS
 CO1382'SOUTH OF THE SOUTH BOUNDARY OF A CEMETERY.  IT IS 174 FEET
 CO1382'SOUTH-SOUTHEAST OF THE CENTER OF THE FOUNDATION OF THE
 CO1382'ABANDONED LOOKOUT TOWER, 52 FEET SOUTHEAST OF THE SOUTHEAST
 CO1382'CORNER OF THE OLD CONCRETE FOUNDATION OF THE OLD RANGERS
 CO1382'CABIN, 22 FEET WEST-NORTHWEST OF THE EDGE OF A GRAVEL
 CO1382'PIT, 15 FEET EAST OF A TRACK ROAD, AND 158 FEET
 CO1382'SOUTH-SOUTHEAST OF THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF
 CO1382'THE FIRE TOWER.  IT IS A STANDARD DISK, STAMPED HODGE 1945
 CO1382'1957, PROJECTING 3 INCHES.
 CO1382'
 CO1382'REFERENCE MARK NO. 2 IS 67.07 FEET WEST OF THE STATION, 35 FEET
 CO1382'SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 CO1382'DISMANTLED RANGERS CABIN, 52 FEET WEST OF THE CENTER OF THE
 CO1382'TRACK ROAD.  IT IS A STANDARD DISK, STAMPED HODGE NO 2 1945,
 CO1382'PROJECTING 6 INCHES.
 CO1382'
 CO1382'REFERENCE MARK NO. 3 IS 158.40 FEET NORTH-NORTHWEST OF THE
 CO1382'STATION, 12 FEET EAST OF THE CENTER OF THE TRACK ROAD, 86 FEET
 CO1382'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 CO1382'RANGERS CABIN, 33 FEET EAST OF A 20-INCH OAK TREE, AND 143 FEET
 CO1382'SOUTHEAST OF THE HEADSTONE OF KATE WALLACE HILL.  IT IS A
 CO1382'STANDARD DISK, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 CO1382'THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE ABANDONDED
 CO1382'LOOKOUT TOWER.  IT IS STAMPED HODGE NO 3 1945 1957.
 CO1382'
 CO1382'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 CO1382'U.S. HIGHWAY 80 IN MORTON, GO EAST ON U.S. HIGHWAY 80 FOR 0.15
 CO1382'MILE TO THE JUNCTION WITH STATE HIGHWAY 13, TURN LEFT, NORTH,
 CO1382'CROSSING THE TRACK AND GO 1.8 MILES TO A CROSSROAD, TURN RIGHT,
 CO1382'UP HILL, AND GO TO THE TOP OF THE HILL AND A CEMETERY ON THE
 CO1382'LEFT, TURN RIGHT AND FOLLOW TOP OF RIDGE FOR ABOUT 75 YARDS TO
 CO1382'THE STATION ON THE LEFT AND REFERENCE MARK NO. 2 ON THE RIGHT.
 CO1382
 CO1382                          STATION RECOVERY (1964)
 CO1382
 CO1382'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 CO1382'THE STATION WAS VISITED MARCH 1964 AND ALL MARKS WERE FOUND
 CO1382'IN GOOD CONDITION.
 CO1382'
 CO1382'THE 1957 RECOVERY NOTE BY R.A.G. IS ADEQUATE.
 CO1382'
 CO1382'A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE STATION.
 CO1382
 CO1382                          STATION RECOVERY (1977)
 CO1382
 CO1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CO1382'THE STATION WAS VISITED 11-9-77, AND THE STATION MARK AND REFERENCE
 CO1382'MARK NO 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 3 WAS
 CO1382'DESTROYED WHEN LOOKOUT TOWER BASE WAS REMOVED.  THE AZIMUTH MARK WAS
 CO1382'PREVIOUSLY REPORTED DESTROYED.  A NEW REFERENCE MARK NO 4 WAS
 CO1382'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CO1382'
 CO1382'THE STATION IS LOCATED 1.9 MILES NORTH OF MORTON AT THE SOUTH EDGE OF
 CO1382'THE HODGE HILL CEMETERY IN THE NORTHWEST QUARTER OF SECTION 11,
 CO1382'T-6N, R 6E.
 CO1382'
 CO1382'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND OLD STATE HIGHWAY
 CO1382'13 ONE BLOCK EAST OF MAIN STREET IN MORTON, GO NORTH ON OLD STATE
 CO1382'HIGHWAY 13 FOR 1.9 MILES TO A SAND DRIVEWAY ON RIGHT LEADING UP HILL
 CO1382'TO THE CEMETERY, TURN RIGHT AND GO EAST ON DRIVEWAY FOR 0.05 MILE TO
 CO1382'POINT WHERE DRIVEWAY TURNS SHARP LEFT AND STATION ON THE RIGHT.
 CO1382'
 CO1382'STATION MARK IS A STANDARD DISK, STAMPED---HODGE 1945 1957---SET IN
 CO1382'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 300 FEET
 CO1382'EAST OF THE CENTER LINE OF OLD HIGHWAY 13, 48 FEET SOUTHEAST OF A
 CO1382'15-INCH OAK TREE, 38 FEET SOUTHWEST OF THE EAST END OF A CYCLONE
 CO1382'FENCE, 30 FEET SOUTH OF THE FENCELINE, 10 FEET NORTH OF THE NORTH
 CO1382'EDGE OF A GRAVEL PIT, AND 1 FOOT SOUTH OF A METAL WITNESS POST AND
 CO1382'SIGN.
 CO1382'
 CO1382'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---HODGE 1945 NO
 CO1382'2---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 CO1382'IS 48 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 26 FEET
 CO1382'WEST-SOUTHWEST OF A 15-INCH OAK TREE, 17 FEET SOUT OF CYCLONE FENCE,
 CO1382'15 FEET NORTH OF NORTH EDGE OF GRAVEL PIT AND 1 FOOT NORTH OF METAL
 CO1382'WITNESS POST AND SIGN.
 CO1382'
 CO1382'REFERENCE MARK NO 4 IS A STANDARD DISK, STAMPED---HODGE 1945 NO 4
 CO1382'1977---SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CO1382'IS 6.5 FEET WEST-SOUTHWEST OF THE EAST END OF CYCLONE FENCE, 4 FEET
 CO1382'NORTH-NORTHEAST OF A 10-INCH PINE TREE, 2 FEET NORTHWEST OF AN 8-INCH
 CO1382'PINE TREE AND 2.7 FEET SOUTH OF CYCLONE FENCE AND A METAL WITNESS
 CO1382'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0319 ***********************************************************************
 DK0319  DESIGNATION -  HODGE AZ MK RESET
 DK0319  PID         -  DK0319
 DK0319  STATE/COUNTY-  MS/LEFLORE
 DK0319  USGS QUAD   -  SIDON (1982)
 DK0319
 DK0319                         *CURRENT SURVEY CONTROL
 DK0319  ___________________________________________________________________
 DK0319* NAD 83(1986)-  33 27 13.     (N)    090 13 19.     (W)     SCALED    
 DK0319* NAVD 88     -        38.609  (meters)     126.67   (feet)  ADJUSTED  
 DK0319  ___________________________________________________________________
 DK0319  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0319  DYNAMIC HT  -          38.569 (meters)     126.54  (feet)  COMP
 DK0319  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DK0319
 DK0319  VERT ORDER  -  SECOND    CLASS 0
 DK0319
 DK0319.The horizontal coordinates were scaled from a topographic map and have
 DK0319.an estimated accuracy of +/- 6 seconds.
 DK0319
 DK0319.The orthometric height was determined by differential leveling
 DK0319.and adjusted in June 1991.
 DK0319
 DK0319.The geoid height was determined by GEOID03.
 DK0319
 DK0319.The dynamic height is computed by dividing the NAVD 88
 DK0319.geopotential number by the normal gravity value computed on the
 DK0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0319.degrees latitude (g = 980.6199 gals.).
 DK0319
 DK0319.The modeled gravity was interpolated from observed gravity values.
 DK0319
 DK0319;                    North         East    Units  Estimated Accuracy
 DK0319;SPC MS W     -   438,350.      710,360.      MT  (+/- 180 meters Scaled)
 DK0319
 DK0319                          SUPERSEDED SURVEY CONTROL
 DK0319
 DK0319  NGVD 29 (??/??/??)   38.674  (m)          126.88   (f) ADJUSTED    2 0
 DK0319
 DK0319.Superseded values are not recommended for survey control.
 DK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0319.See file dsdata.txt to determine how the superseded data were derived.
 DK0319
 DK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT582050(NAD 83)
 DK0319_MARKER: DZ = AZIMUTH MARK DISK
 DK0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0319_STAMPING: HODGE 1939 RESET 1957
 DK0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0319+STABILITY: SURFACE MOTION
 DK0319
 DK0319  HISTORY     - Date     Condition        Report By
 DK0319  HISTORY     - 1957     MONUMENTED       CGS
 DK0319  HISTORY     - 1967     GOOD             MSHD
 DK0319
 DK0319                          STATION DESCRIPTION
 DK0319
 DK0319'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0319'6.0 MI SW FROM GREENWOOD.
 DK0319'THE MARK IS LOCATED 4.7 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0319'GREENWOOD ON THE WEST SIDE OF A BLACKTOP ROAD, APPROXIMATELY 3.2 MILES
 DK0319'NORTHWEST OF THE VILLAGE OF SIDON IN THE NORTHWEST 1/4 OF SECTION 5, T
 DK0319'18N, R 1E.  IT IS 0.4 MILE SOUTH SOUTHWEST OF TRIANGULATION STATION
 DK0319'HODGE, 26 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 3.5 FEET
 DK0319'NORTHWEST OF TELEPHONE LINE POLE NO. 14 AND 2 FEET WEST OF A METAL
 DK0319'WITNESS POST.  TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY
 DK0319'COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET FOR 0.15 MILE TO
 DK0319'THE INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTHEAST) AND CONTINUE
 DK0319'ON MAIN STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS. CONTINUE
 DK0319'SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7 MILES TO A CROSSROADS AND THE
 DK0319'MALOUF APARTMENTS IN THE NORTHEAST ANGLE. TURN RIGHT (WEST) AND
 DK0319'CONTINUE ON A BLACKTOP ROAD FOR 0.55 MILE TO A T INTERSECTION. TURN
 DK0319'LEFT (SOUTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.4 MILE TO THE
 DK0319'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0316 ***********************************************************************
 DK0316  HT_MOD      -  This is a Height Modernization Survey Station.
 DK0316  DESIGNATION -  HODGE RESET
 DK0316  PID         -  DK0316
 DK0316  STATE/COUNTY-  MS/LEFLORE
 DK0316  USGS QUAD   -  SIDON (1982)
 DK0316
 DK0316                         *CURRENT SURVEY CONTROL
 DK0316  ___________________________________________________________________
 DK0316* NAD 83(2007)-  33 27 32.15728(N)    090 13 07.17686(W)     ADJUSTED  
 DK0316* NAVD 88     -        38.68   (meters)     126.9    (feet)  GPS OBS   
 DK0316  ___________________________________________________________________
 DK0316  EPOCH DATE  -        2002.00
 DK0316  X           -     -20,328.044 (meters)                     COMP
 DK0316  Y           -  -5,326,553.624 (meters)                     COMP
 DK0316  Z           -   3,496,541.834 (meters)                     COMP
 DK0316  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DK0316  ELLIP HEIGHT-          12.195 (meters)          (02/15/08) ADJUSTED
 DK0316  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0316  HORZ ORDER  -  B
 DK0316  ELLP ORDER  -  FOURTH    CLASS II
 DK0316
 DK0316.The horizontal coordinates were established by GPS observations
 DK0316.and adjusted by the EMC INCORPORATED in February 2008.
 DK0316
 DK0316.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0316.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0316.The horizontal coordinates are valid at the epoch date displayed above.
 DK0316.The epoch date for horizontal control is a decimal equivalence
 DK0316.of Year/Month/Day.
 DK0316
 DK0316.The orthometric height was determined by GPS observations and a
 DK0316.high-resolution geoid model.
 DK0316.The orthometric height was determined by GPS observations and a
 DK0316.high-resolution geoid model using precise GPS observation and
 DK0316.processing techniques. It supersedes the leveled height previously
 DK0316.determined for this station.
 DK0316
 DK0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0316
 DK0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0316
 DK0316.The ellipsoidal height was determined by GPS observations
 DK0316.and is referenced to NAD 83.
 DK0316
 DK0316.The geoid height was determined by GEOID03.
 DK0316
 DK0316;                    North         East     Units Scale Factor Converg.
 DK0316;SPC MS W     -   438,942.247   710,660.214   MT  0.99995140   +0 03 47.6
 DK0316;SPC MS W     - 1,440,096.36  2,331,557.72   sFT  0.99995140   +0 03 47.6
 DK0316;UTM  15      - 3,705,627.118   758,507.824   MT  1.00042397   +1 32 03.5
 DK0316
 DK0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0316!SPC MS W     -   0.99999809  x   0.99995140  =   0.99994949
 DK0316!UTM  15      -   0.99999809  x   1.00042397  =   1.00042205
 DK0316
 DK0316:                Primary Azimuth Mark                     Grid Az
 DK0316:SPC MS W     -  GREENWOOD YAZOO V OIL MILL TK            009 44 32.4
 DK0316:UTM  15      -  GREENWOOD YAZOO V OIL MILL TK            008 16 16.5
 DK0316
 DK0316|---------------------------------------------------------------------|
 DK0316| PID    Reference Object                     Distance      Geod. Az  |
 DK0316|                                                           dddmmss.s |
 DK0316| DK1765 GREENWOOD YAZOO V OIL MILL TK       APPROX. 6.5 KM 0094820.0 |
 DK0316| DK1764 GREENWOOD MUNICIPAL TANK            APPROX. 7.2 KM 0265434.3 |
 DK0316| DK1762 GREENWOOD RADIO WUG 33 MAST         APPROX. 8.1 KM 0293103.2 |
 DK0316| DK1761 GREENWOOD RAD STA KKA 987 MAST      APPROX. 7.0 KM 0310453.4 |
 DK0316| DK1760 GREENWOOD UNION COMPRESS CO TK      APPROX. 6.8 KM 0313343.7 |
 DK0316| DK1758 GREENWOOD FED COMPRESS CO TANK      APPROX. 8.0 KM 0331324.3 |
 DK0316| DK1757 GREENWOOD COMPRESS CO TANK          APPROX. 7.5 KM 0331805.1 |
 DK0316| DK1756 GREENWOOD COMMUNITY TV MAST         APPROX.10.5 KM 0402319.6 |
 DK0316| DK0318 HODGE RM 3                           33.120 METERS 08141     |
 DK0316| CY6218 HODGE RM 1                           49.900 METERS 13342     |
 DK0316| DK0319 HODGE AZ MK RESET                                  2121604.1 |
 DK0316| CY6219 HODGE RM 2                           48.581 METERS 24939     |
 DK0316| DK0317 HODGE RM 4                           29.048 METERS 31759     |
 DK0316| CY6216 HODGE AZ MK                                        3505909.0 |
 DK0316|---------------------------------------------------------------------|
 DK0316
 DK0316                          SUPERSEDED SURVEY CONTROL
 DK0316
 DK0316  NAD 83(1993)-  33 27 32.15648(N)    090 13 07.17688(W) AD(       ) 1
 DK0316  NAD 83(1986)-  33 27 32.16762(N)    090 13 07.17363(W) AD(       ) 1
 DK0316  NAD 27      -  33 27 31.72900(N)    090 13 06.87500(W) AD(       ) 1
 DK0316  NAVD 88 (06/15/91)   38.585  (m)          126.59   (f) ADJUSTED    2 0
 DK0316  NGVD 29 (??/??/??)   38.650  (m)          126.80   (f) ADJUSTED    2 0
 DK0316
 DK0316.Superseded values are not recommended for survey control.
 DK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0316.See file dsdata.txt to determine how the superseded data were derived.
 DK0316
 DK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5850805627(NAD 83)
 DK0316_MARKER: DS = TRIANGULATION STATION DISK
 DK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0316_STAMPING: HODGE 1939 1957
 DK0316_MARK LOGO: NONE  
 DK0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0316+STABILITY: SURFACE MOTION
 DK0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0316+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DK0316
 DK0316  HISTORY     - Date     Condition        Report By
 DK0316  HISTORY     - 1934     MONUMENTED       CGS
 DK0316  HISTORY     - 1957     GOOD             CGS
 DK0316  HISTORY     - 1959     GOOD             CGS
 DK0316  HISTORY     - 1960     GOOD             MSHD
 DK0316  HISTORY     - 1964     GOOD             CGS
 DK0316  HISTORY     - 1967     GOOD             MSHD
 DK0316  HISTORY     - 1967     GOOD             MSHD
 DK0316  HISTORY     - 1972     GOOD             MSU
 DK0316  HISTORY     - 20061220 GOOD             EMCINC
 DK0316  HISTORY     - 20080528 GOOD             MSDOT
 DK0316
 DK0316                          STATION DESCRIPTION
 DK0316
 DK0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (APR)
 DK0316'STATION IS AT RISING SUN, ABOUT 4.5 MILES SOUTH-SOUTHWEST
 DK0316'OF GREENWOOD, AND ABOUT 4 MILES NORTH OF SIDON, IN THE SOUTHWEST
 DK0316'QUARTER OF SEC. 33, T. 19 N., R. 1 E., ON PROPERTY OWNED
 DK0316'BY MR. PITCHFORD.
 DK0316'
 DK0316'STATION IS 168 FEET WEST OF WEST RAIL OF RAILROAD TRACK,
 DK0316'160 FEET EAST OF A T-ROAD INTERSECTION, ABOUT 100 FEET
 DK0316'NORTH-NORTHEAST OF A GREEN-ROOFED ONE STORY HOUSE, 33 FEET
 DK0316'NORTH OF CENTER LINE OF A GRAVEL ROAD AND 21 FEET EAST OF
 DK0316'EAST SIDE OF OLD BLACKSMITH SHOP.  MARK IS 4 FEET EAST OF
 DK0316'A STANDARD REFERENCE POST PROJECTING 6 INCHES AND IS STAMPED
 DK0316'HODGE 1939.
 DK0316'
 DK0316'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DK0316'82 AND 49E IN GREENWOOD, GO SOUTH ON U.S. HIGHWAY 49E FOR
 DK0316'4.2 MILES TO A GRAVEL CROSSROAD AND STORE ON LEFT, TURN
 DK0316'RIGHT AND GO 0.5 MILE TO STATION ON RIGHT SIDE OF ROAD,
 DK0316'ABOUT 55 YARDS WEST OF RAILROAD TRACKS.
 DK0316'
 DK0316'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK0316'BRONZE DISKS IN CONCRETE.
 DK0316'
 DK0316'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 70 FEET SOUTH
 DK0316'OF CENTER LINE OF GRAVEL ROAD, ABOUT 35 FEET WEST OF WEST
 DK0316'RAIL OF RAILROAD TRACK, 35 FEET EAST OF EAST SIDE OF TENANT
 DK0316'HOUSE, AND 5 FEET NORTH OF A STANDARD REFERENCE POST.  MARK
 DK0316'PROJECTS 5 INCHES AND IS STAMPED HODGE NO. 1, 1939.  REFERENCE
 DK0316'MARK NO. 2 IS WEST-SOUTHWEST OF STATION, AT THE SOUTHEAST
 DK0316'CORNER OF T-INTERSECTION, ABOUT 90 FEET SOUTHEAST OF A STORE
 DK0316'BUILDING, 9 FEET EAST OF A POWER POLE, 5 FEET WEST OF A
 DK0316'TELEPHONE POLE, 2 FEET NORTH OF A WIRE FENCE, AND 4 FEET
 DK0316'WEST OF A STANDARD REFERENCE POST.  MARK PROJECTS 5 INCHES
 DK0316'AND IS STAMPED HODGES NO. 2 1939.
 DK0316'
 DK0316'NOT POSSIBLE TO MEASURE DISTANCE BETWEEN REFERENCE MARKS.
 DK0316'
 DK0316'AZIMUTH MARK IS NORTH BY WEST OF STATION, 40 FEET SOUTHWEST
 DK0316'OF SOUTH END OF WOODEN BRIDGE, 25 FEET WEST OF THE CENTER
 DK0316'LINE OF GRAVEL ROAD, AND 5 FEET NORTHEAST OF A STANDARD
 DK0316'REFERENCE POST.  MARK PROJECTS 6 INCHES AND IS STAMPED HODGE
 DK0316'1939.
 DK0316'
 DK0316'TO REACH AZIMUTH MARK FROM STATION, GO WEST 50 YARDS TO
 DK0316'T-ROAD INTERSECTION, TURN RIGHT AND GO 0.4 MILE TO SOUTH
 DK0316'END OF BRIDGE AND MARK 40 FEET SOUTHWEST OF THIS POINT.
 DK0316'
 DK0316'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK0316
 DK0316                          STATION RECOVERY (1957)
 DK0316
 DK0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK0316'THE STATION MARK, THE AZIMUTH MARK AND REFERENCE MARKS 1
 DK0316'AND 2 WERE RECOVERED.  THE SURFACE MONUMENT HAD TWO CORNERS
 DK0316'BROKEN OFF AND WAS IN A LEANING CONDITION.  THE SURFACE
 DK0316'MONUMENT WAS REMOVED AND IT WAS FOUND THAT IT HAD BEEN ECCENTRIC
 DK0316'TO THE UNDERGROUND MARK BY 96 MILLIMETERS.  A NEW SURFACE
 DK0316'MARK WAS ESTABLISHED, HOLDING THE POINT OF THE ORIGINAL
 DK0316'UNDERGROUND MARK.  THE UNDERGROUND MARK WAS NOT DISTURBED
 DK0316'OR RESTAMPED.  REFERENCE MARKS 1 AND 2 WERE IN GOOD CONDITION,
 DK0316'BUT WERE IN DANGER OF BEING DESTROYED BY FARM MACHINERY,
 DK0316'CONSEQUENTLY REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 DK0316'MEASUREMENTS TO THE REFERENCE MARKS WERE MADE FROM THE ORIGINAL
 DK0316'UNDERGROUND MARK.  REFERENCE MARK 2 CHECKED WITHIN 0.07 FOOT
 DK0316'IN DISTANCE AND 53 SECONDS IN DIRECTION.  MEASUREMENTS TO
 DK0316'REFERENCE MARK 1 DIFFERED BY 0.31 FOOT AND 5 MINUTES,
 DK0316'INDICATING THAT IT HAD PROBABLY BEEN DISTURBED.  ALL
 DK0316'THESE MEASUREMENTS WERE RECHECKED.  THE AZIMUTH MARK
 DK0316'MONUMENT HAD A CORNER BROKEN OFF BUT ITS POSTION HAD
 DK0316'NOT CHANGED AND CHECKED WITH THE 1939 DIRECTION BY 1.6
 DK0316'SECONDS.  THE LAND OWNER IS CONTEMPLATING PLACING A BUILDING ON
 DK0316'LINE WITH THE AZIMUTH MARK.  CONSEQUENTLY A NEW AZIMUTH MARK
 DK0316'WAS ESTABLISHED AT THIS TIME.
 DK0316'
 DK0316'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DK0316'
 DK0316'THE STATION IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF GREENWOOD,
 DK0316'4 MILES NORTH OF SIDON, ON PROPERTY OWNED BY MR. FOAAD MALOUF.
 DK0316'IT IS 182 FEET WEST OF THE WEST RAIL OF THE MAIN LINE OF THE
 DK0316'ILLINOIS CENTRAL RAILROAD, 166 FEET EAST-NORTHEAST OF A T-ROAD
 DK0316'INTERSECTION, 48 FEET SOUTH OF A HIGH WOVEN WIRE FENCE, 38
 DK0316'FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 22 FEET SOUTH
 DK0316'OF THE SOUTH EDGE OF A LARGE DITCH AND 32 FEET SOUTHEAST OF A
 DK0316'WHITE WITNESS POST WHICH WAS SET AT THE SIDE OF A TELEPHONE POLE.
 DK0316'THE MARK IS FLUSH AND THE SURFACE MARK IS STAMPED HODGE 1939
 DK0316'1957.  THE UNDERGROUND MARK IS STAMPED HODGE 1939.
 DK0316'
 DK0316'TO REACH THE STATION FROM THE POST OFFICE AT THE INTERSECTION
 DK0316'OF WEST CHURCH STREET AND HOWARD STREET IN GREENWOOD, GO
 DK0316'EAST ON WEST CHURCH STREET FOR ONE BLOCK TO THE INTERSECTION
 DK0316'OF MAIN STREET (U.S. HIGHWAY 49E AND 82).  TURN RIGHT AND
 DK0316'GO SOUTH ON HIGHWAY NOS. 49E AND 82 FOR 1.35 MILES TO THE
 DK0316'JUNCTION OF HIGHWAY 49E AND 82 BY-PASS.  CONTINUE STRAIGHT
 DK0316'AHEAD AND GO SOUTH ON HIGHWAY 49E FOR 3.3 MILES TO A CROSSROAD
 DK0316'AND MALOUFS TOURIST COURT ON THE LEFT.  TURN RIGHT AND GO
 DK0316'WEST ON PAVED ROAD FOR 0.5 MILE TO A RAILROAD CROSSING.
 DK0316'CROSS TRACKS AND CONTINUE WEST FOR ABOUT 180 FEET TO THE
 DK0316'STATION ON THE RIGHT.
 DK0316'
 DK0316'REFERENCE MARK 3 IS 77 FEET WEST OF THE WEST RAIL OF THE
 DK0316'MAIN LINE OF THE RAILROAD TRACKS, 65 FEET NORTH OF THE CENTERLINE
 DK0316'OF THE PAVED ROAD, 11 FEET WEST OF A STEEL FENCE CORNER,
 DK0316'9 FEET NORTH OF THE TOP OF THE LARGE DITCH BANK AND 1 FOOT
 DK0316'SOUTH OF THE HIGH WOVEN WIRE FENCE.  THE MARK PROJECTS 2
 DK0316'INCHES AND THE DISK IS STAMPED HODGE NO 3 1939 1957.
 DK0316'
 DK0316'REFERENCE MARK 4 IS 102 FEET NORTH OF THE CENTERLINE OF THE
 DK0316'PAVED ROAD, 78 FEET EAST OF THE CENTERLINE OF A GRAVELED
 DK0316'ROAD, 1 FOOT WEST OF THE HIGH WOVEN WIRE FENCE, 23 FEET EAST
 DK0316'OF A STEEL FENCE CORNER, 44 FEET EAST OF A POWER LINE POLE
 DK0316'WHICH HAS A TRANSFORMER AT THE TOP OF THE POLE AND 6 FEET
 DK0316'NORTH OF THE TOP OF THE LARGE DITCH BANK.  THE MARK PROJECTS
 DK0316'4 INCHES AND THE DISK IS STAMPED HODGE NO 4 1939 1957.
 DK0316'
 DK0316'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF A
 DK0316'PAVED ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS POST AND
 DK0316'3 FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK IS FLUSH
 DK0316'AND THE DISK IS STAMPED HODGE 1939 1957 RESET 1957.
 DK0316'
 DK0316'TO REACH THE AZIMUTH MARK FROM THE T-ROAD INTERSECTION,
 DK0316'PREVIOUSLY MENTIONED AT THE STATION, GO SOUTH ON THE PAVED
 DK0316'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 DK0316'
 DK0316'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK0316
 DK0316                          STATION RECOVERY (1959)
 DK0316
 DK0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 DK0316'STATION WAS RECOVERED AS DESCRIBED BY J.A. NELSON IN 1957
 DK0316'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DK0316'
 DK0316'A METAL, WITNESS SIGNPOST WAS SET 1.8 FEET SOUTH OF THE
 DK0316'STATION MARK.
 DK0316'
 DK0316'A METAL, WITNESS SIGNPOST WAS SET 1.9 FEET WEST OF THE AZIMUTH
 DK0316'MARK.
 DK0316'
 DK0316'DISTANCE BETWEEN REFERENCE MARK 3 AND REFERENCE MARK 4 IS
 DK0316'179.68 FEET (54.767 M).
 DK0316'
 DK0316'HEIGHT OF LIGHTS SHOWN 34 METERS
 DK0316
 DK0316                          STATION RECOVERY (1960)
 DK0316
 DK0316'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1960 (AMC)
 DK0316'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 DK0316'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS COMPLETELY ADEQUATE.
 DK0316'
 DK0316'THIS STATION WAS NOT OCCUPIED.
 DK0316
 DK0316                          STATION RECOVERY (1964)
 DK0316
 DK0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DK0316'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH
 DK0316'MARK (1957) WERE RECOVERED AS DESCRIBED
 DK0316
 DK0316                          STATION RECOVERY (1967)
 DK0316
 DK0316'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK0316'THE STATION WAS VISITED 11-10-67 AND THE STATION MARK, REFERENCE
 DK0316'MARK, NO. 3, NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK0316'CONDITION.
 DK0316'
 DK0316'THE STATION IS LOCATED 4.4 MILES SOUTHWEST OF GREENWOOD
 DK0316'AND 4 MILES NORTH OF SIDON, IN THE SOUTHWEST 1/4 OF SECTION
 DK0316'32, T 19 N, R 1 E AND ON PROPERTY OWNED BY MR. FOAAD MALOUF.
 DK0316'IT IS 182 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 166
 DK0316'FEET EAST NORTHEAST OF THE CENTER OF A T INTERSECTION, 189
 DK0316'FEET WEST NORTHWEST OF THE CENTER OF THE CROSSING, 48 FEET
 DK0316'OF A CYCLONE FENCE, 22 FEET SOUTH OF THE SOUTH EDGE OF A DITCH,
 DK0316'38 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 32 FEET
 DK0316'SOUTHEAST OF A TELEPHONE POLE.  69.5 FEET NORTH NORTHEAST OF
 DK0316'A 12 INCH PECAN, 96.5 FEET NORTHEAST OF A 24 INCH OAK AND 2
 DK0316'FEET NORTH OF A METAL WITNESS POST.
 DK0316'
 DK0316'IT IS A STANDARD TRIANGULATION DISK, STAMPED HODGE 1939
 DK0316'1957 FLUSH WITH THE GROUND.
 DK0316'
 DK0316'REFERENCE MARK NO. 3 IS 106.66 FEET NORTHEAST OF THE STATION.
 DK0316'IT IS 77 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 65
 DK0316'FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 11 FEET WEST
 DK0316'OF THE SOUTHEAST CORNER OF A CYCLONE FENCE, 9 FEET NORTH
 DK0316'OF THE TOP OF A DITCH BANK AND 1 FOOT SOUTH OF THE CYCLONE
 DK0316'FENCE.  IT IS A STANDARD DISK, STAMPED HODGE NO. 3 1939
 DK0316'1957 PROJECTING 2 INCHES.
 DK0316'
 DK0316'REFERENCE MARK NO. 4 IS 95.30 FEET WEST OF THE STATION.
 DK0316'IT IS 102 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD,
 DK0316'78 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 257 FEET WEST
 DK0316'OF THE WEST RAIL OF THE MAIN TRACK, 44 FEET EAST OF A POWER
 DK0316'POLE WITH A TRANSFORMER, 23 FEET EAST OF THE SOUTHWEST CORNER
 DK0316'OF A CYCLONE FENCE, 6 FEET NORTH OF THE TOP OF A DITCH BANK,
 DK0316'AND 1 FOOT SOUTH OF A CYCLONE FENCE.  IT IS A STANDARD
 DK0316'REFERENCE MARK DISK STAMPED HODGE NO. 4 1939 1957 PROJECTING 4
 DK0316'INCHES.
 DK0316'
 DK0316'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 179.9
 DK0316'FEET.
 DK0316'
 DK0316'THE AZIMUTH MARK IS 0.4 MILE SOUTH SOUTHWEST OF THE STATION.
 DK0316'IT IS 26 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 3.5
 DK0316'FEET NORTHWEST OF TELEPHONE POLE NO. 14 AND 2 FEET WEST
 DK0316'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 DK0316'STAMPED HODGE 1939 1957 RESET 1957, PROJECTING 4 INCHES.
 DK0316'
 DK0316'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE LEFLORE
 DK0316'COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET
 DK0316'FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET.  TURN
 DK0316'RIGHT (SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES
 DK0316'TO THE U.S. HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S.
 DK0316'HIGHWAY 49E FOR 3.7 MILES TO A CROSSROADS AND MALOUFS MOTEL
 DK0316'IN THE NORTHEAST ANGLE.  TURN RIGHT (WEST) AND CONTINUE
 DK0316'ON A BLACKTOP ROAD FOR 0.55 MILE TO A T INTERSECTION AND THE
 DK0316'STATION ON THE RIGHT ABOUT MIDWAY BETWEEN THE ILLINOIS
 DK0316'CENTRAL RAILROAD TRACK AND AND AN EAST-WEST ROAD.
 DK0316'
 DK0316'TO REACH THE AZIMUTH, TURN LEFT (SOUTHWEST) AND CONTINUE
 DK0316'ON A BLACKTOP ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT
 DK0316'AS DESCRIBED.
 DK0316'
 DK0316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 DK0316'NORTH OF SIDON
 DK0316
 DK0316                          STATION RECOVERY (1967)
 DK0316
 DK0316'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0316'5.6 MI SW FROM GREENWOOD.
 DK0316'THE MARK IS LOCATED 4.4 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0316'GREENWOOD IN AN AREA ABOUT MIDWAY BETWEEN THE ILLINOIS CENTRAL
 DK0316'RAILROAD TRACK AND A NORTH-SOUTH ROAD JUST NORTH OF A BLACKTOP ROAD,
 DK0316'APPROXIMATELY 4 MILES NORTH OF THE VILLAGE OF SIDON IN THE SOUTHWEST
 DK0316'1/4 OF SECTION 32, T 19N, R 1E AND ON LAND OWNED BY MR. FOAAD MALOUF.
 DK0316'IT IS 182 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 166 FEET EAST
 DK0316'NORTHEAST OF THE CENTER OF A T INTERSECTION 189 FEET WEST NORTHWEST OF
 DK0316'THE CENTER OF THE CROSSING, 48 FEET SOUTH OF A CYCLONE FENCE, 22 FEET
 DK0316'SOUTH OF THE SOUTH EDGE OF A DITCH, 38 FEET NORTH OF THE CENTER OF THE
 DK0316'BLACKTOP ROAD, 32 FEET SOUTHEAST OF A TELEPHONE POLE, 69.5 FEET NORTH
 DK0316'NORTHEAST OF A 12 INCH PECAN, 96.5 FEET NORTHEAST OF A 24 INCH OAK AND
 DK0316'2 FEET NORTH OF A METAL WITNESS POST. TO REACH FROM THE SOUTH ENTRANCE
 DK0316'TO THE LEFLORE COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET
 DK0316'STREET FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET. TURN RIGHT
 DK0316'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S.
 DK0316'HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7
 DK0316'MILES TO A CROSSROADS AND THE MALOUF APARTMENTS IN THE NORTHEAST
 DK0316'ANGLE.  TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.55
 DK0316'MILE TO A T INTERSECTION AND THE MARK ON THE RIGHT AS DESCRIBED.
 DK0316
 DK0316                          STATION RECOVERY (1972)
 DK0316
 DK0316'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1972 (RL)
 DK0316'HODGE 1939 1957 RECOVERED GOOD.
 DK0316'
 DK0316'HODGE NO 3 1939 1957 RECOVERED GOOD.
 DK0316'
 DK0316'HODGE NO 4 1939 1957 RECOVERED GOOD.
 DK0316'
 DK0316'HODGE 1939 1957 RESET 1957 RECOVERED GOOD.
 DK0316'
 DK0316'CORRECTIONS TO THE 1957 DESCRIPTION.
 DK0316'1 RM NO 4 IS 1 FOOT SOUTH (NOT WEST) OF THE HIGH WOVEN WIRE FENCE.
 DK0316'2 NO TRANSFORMER ON POWER POLE NEAR RM NO 4.
 DK0316'3 AZ. MK. IS 2 FEET WEST OF A METAL WITNESS POST (1959
 DK0316'DESCRIPTION).
 DK0316'
 DK0316'BENCH MARKS ALSO MISS LINE 98.
 DK0316
 DK0316                          STATION RECOVERY (2006)
 DK0316
 DK0316'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK0316'RECOVERED IN GOOD CONDITION.
 DK0316
 DK0316                          STATION RECOVERY (2008)
 DK0316
 DK0316'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DK0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0318 ***********************************************************************
 DK0318  DESIGNATION -  HODGE RM 3
 DK0318  PID         -  DK0318
 DK0318  STATE/COUNTY-  MS/LEFLORE
 DK0318  USGS QUAD   -  SIDON (1982)
 DK0318
 DK0318                         *CURRENT SURVEY CONTROL
 DK0318  ___________________________________________________________________
 DK0318* NAD 83(1986)-  33 27 31.     (N)    090 13 03.     (W)     SCALED    
 DK0318* NAVD 88     -        38.376  (meters)     125.91   (feet)  ADJUSTED  
 DK0318  ___________________________________________________________________
 DK0318  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0318  DYNAMIC HT  -          38.335 (meters)     125.77  (feet)  COMP
 DK0318  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 DK0318
 DK0318  VERT ORDER  -  SECOND    CLASS 0
 DK0318
 DK0318.The horizontal coordinates were scaled from a topographic map and have
 DK0318.an estimated accuracy of +/- 6 seconds.
 DK0318
 DK0318.The orthometric height was determined by differential leveling
 DK0318.and adjusted in June 1991.
 DK0318
 DK0318.The geoid height was determined by GEOID03.
 DK0318
 DK0318.The dynamic height is computed by dividing the NAVD 88
 DK0318.geopotential number by the normal gravity value computed on the
 DK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0318.degrees latitude (g = 980.6199 gals.).
 DK0318
 DK0318.The modeled gravity was interpolated from observed gravity values.
 DK0318
 DK0318;                    North         East    Units  Estimated Accuracy
 DK0318;SPC MS W     -   438,910.      710,770.      MT  (+/- 180 meters Scaled)
 DK0318
 DK0318                          SUPERSEDED SURVEY CONTROL
 DK0318
 DK0318  NGVD 29 (??/??/??)   38.440  (m)          126.12   (f) ADJUSTED    2 0
 DK0318
 DK0318.Superseded values are not recommended for survey control.
 DK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0318.See file dsdata.txt to determine how the superseded data were derived.
 DK0318
 DK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT586055(NAD 83)
 DK0318_MARKER: DR = REFERENCE MARK DISK
 DK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0318_STAMPING: HODGE NO 3 1939 1957
 DK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0318+STABILITY: SURFACE MOTION
 DK0318
 DK0318  HISTORY     - Date     Condition        Report By
 DK0318  HISTORY     - 1957     MONUMENTED       CGS
 DK0318  HISTORY     - 1967     GOOD             MSHD
 DK0318  HISTORY     - 19770301 GOOD             MSSU
 DK0318  HISTORY     - 19820301 GOOD             MSSU
 DK0318
 DK0318                          STATION DESCRIPTION
 DK0318
 DK0318'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0318'5.6 MI SW FROM GREENWOOD.
 DK0318'THE MARK IS LOCATED 4.4 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0318'GREENWOOD NEAR THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND A
 DK0318'AMMONIA STORAGE AREA, APPROXIAMTELY 4 MILES NORTH OF THE VILLAGE OF
 DK0318'SIDON IN THE SOUTHWEST 1/4 OF SECTION 32, T 19N, R 1E AND ON LAND
 DK0318'OWNED BY MR. FOAAD MALOUF.  IT IS 106.66 FEET NORTHEAST OF
 DK0318'TRIANGULATION STATION HODGE 77 FEET WEST OF THE WEST RAIL OF THE MAIN
 DK0318'TRACK, 65 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 258 FEET EAST
 DK0318'OF THE CENTER OF THE GRAVEL ROAD, 11 FEET WEST OF THE SOUTHEAST CORNER
 DK0318'OF A CYCLONE FENCE, 9 FEET NORTH OF THETOP OF A DITCH BANK AND 1 FOOT
 DK0318'SOUTH OF A CYCLONE FENCE TO REACH FROM THE SOUTH ENTRANCE TO THE
 DK0318'LEFLORE COUNTY COURTHOUSE IN GREENWOOD GO NORTHEAST ON MARKET STREET
 DK0318'FOR 0.15 MILE TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT
 DK0318'(SOUTHEAST) AND CONTINUE ON MAIN STREET FOR 1.2 MILES TO THE U.S.
 DK0318'HIGHWAY 82 OVERPASS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7
 DK0318'MILES TO A CROSSROADS AND THE MALOUF APARTMENTS IN THE NORTHEAST
 DK0318'ANGLE.  TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.55
 DK0318'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DK0318
 DK0318                          STATION RECOVERY (1977)
 DK0318
 DK0318'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DK0318'RECOVERED IN GOOD CONDITION.
 DK0318
 DK0318                          STATION RECOVERY (1982)
 DK0318
 DK0318'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DK0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0317 ***********************************************************************
 DK0317  DESIGNATION -  HODGE RM 4
 DK0317  PID         -  DK0317
 DK0317  STATE/COUNTY-  MS/LEFLORE
 DK0317  USGS QUAD   -  SIDON (1982)
 DK0317
 DK0317                         *CURRENT SURVEY CONTROL
 DK0317  ___________________________________________________________________
 DK0317* NAD 83(1986)-  33 27 31.     (N)    090 13 06.     (W)     SCALED    
 DK0317* NAVD 88     -        38.59   (+/-2cm)     126.6    (feet)  VERTCON   
 DK0317  ___________________________________________________________________
 DK0317  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0317  VERT ORDER  -  ? (See Below)
 DK0317
 DK0317.The horizontal coordinates were scaled from a topographic map and have
 DK0317.an estimated accuracy of +/- 6 seconds.
 DK0317
 DK0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0317.The vertical order pertains to the NGVD 29 superseded value.
 DK0317
 DK0317.The geoid height was determined by GEOID03.
 DK0317
 DK0317;                    North         East    Units  Estimated Accuracy
 DK0317;SPC MS W     -   438,910.      710,690.      MT  (+/- 180 meters Scaled)
 DK0317
 DK0317                          SUPERSEDED SURVEY CONTROL
 DK0317
 DK0317  NGVD 29 (??/??/??)   38.661  (m)          126.84   (f) ADJUSTED    ?  
 DK0317
 DK0317.Superseded values are not recommended for survey control.
 DK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0317.See file dsdata.txt to determine how the superseded data were derived.
 DK0317
 DK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT585055(NAD 83)
 DK0317_MARKER: DR = REFERENCE MARK DISK
 DK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0317_STAMPING: HODGE NO 4 1939 1957
 DK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0317+STABILITY: SURFACE MOTION
 DK0317
 DK0317  HISTORY     - Date     Condition        Report By
 DK0317  HISTORY     - 1957     MONUMENTED       CGS
 DK0317  HISTORY     - 1967     GOOD             MSHD
 DK0317  HISTORY     - 19770301 GOOD             MSSU
 DK0317  HISTORY     - 19820301 GOOD             MSSU
 DK0317
 DK0317                          STATION DESCRIPTION
 DK0317
 DK0317'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0317'5.6 MI SW FROM GREENWOOD.
 DK0317'THE MARK IS LOCATED 4.4 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF
 DK0317'GREENWOOD NEAR THE SOUTHWEST CORNER OF A CYCLONE FENCE AROUND AN
 DK0317'AMMONIA STORAGE AREA, APPROXIMATELY 4 MILES NORTH OF THE VILLAGE OF
 DK0317'SIDON, IN THE SOUTHWEST 1/4 OF SECTION 32, T 19N, R 1E ON LAND OWNED
 DK0317'BY MR. FOAAD MALOUF.  IT IS 95.3 FEET WEST OF TRIANGULATION STATION
 DK0317'HODGE, 102 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 257 FEET
 DK0317'WEST OF THE WEST RAIL OF THE MAIN TRACK, 44 FEET EAST OF A POWER POLE
 DK0317'WITH A TRANSFORMER, 23 FEET EAST OF THE SOUTHWEST CORNER OF THE
 DK0317'CYCLONE FENCE, 78 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 6 FEET
 DK0317'NORTH OF THE TOP BANK OF A DITCH AND 1 FOOT SOUTH OF A CYCLONE FENCE.
 DK0317'TO REACH FROM THE SOUTH ENTRANCE TO THE LEFLORE COUNTY COURTHOUSE IN
 DK0317'GREENWOOD, GO NORTHEAST ON MARKET STREET FOR 0.15 MILE TO THE
 DK0317'INTERSECTION OF MAIN STREET.  TURN RIGHT (SOUTHEAST) AND CONTINUE ON
 DK0317'MAIN STREET FOR 1.2 MILES TO THE U.S. HIGHWAY 82 OVERPASS. CONTINUE
 DK0317'SOUTHWEST ON U.S. HIGHWAY 49E FOR 3.7 MILES TO A CROSSROADS AND THE
 DK0317'MALOUF APARTMENTS IN THE NORTHEAST ANGLE.  TURN RIGHT (WEST) AND
 DK0317'CONTINUE ON A BLACKTOP ROAD FOR 0.55 MILE TO A T INTERSECTION AND THE
 DK0317'MARK ON THE RIGHT AS DESCRIBED.
 DK0317
 DK0317                          STATION RECOVERY (1977)
 DK0317
 DK0317'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB)
 DK0317'RECOVERED IN GOOD CONDITION.
 DK0317
 DK0317                          STATION RECOVERY (1982)
 DK0317
 DK0317'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DK0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1090 ***********************************************************************
 BV1090  DESIGNATION -  HOGAN
 BV1090  PID         -  BV1090
 BV1090  STATE/COUNTY-  MS/GREENE
 BV1090  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1090
 BV1090                         *CURRENT SURVEY CONTROL
 BV1090  ___________________________________________________________________
 BV1090* NAD 83(1993)-  31 02 08.85878(N)    088 42 53.28332(W)     ADJUSTED  
 BV1090* NAVD 88     -        62.304  (meters)     204.41   (feet)  ADJUSTED  
 BV1090  ___________________________________________________________________
 BV1090  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BV1090  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BV1090  DYNAMIC HT  -          62.225 (meters)     204.15  (feet)  COMP
 BV1090  MODELED GRAV-     979,372.7   (mgal)                       NAVD 88
 BV1090
 BV1090  HORZ ORDER  -  FIRST
 BV1090  VERT ORDER  -  SECOND    CLASS II
 BV1090
 BV1090.The horizontal coordinates were established by classical geodetic methods
 BV1090.and adjusted by the National Geodetic Survey in May 1994.
 BV1090
 BV1090.The orthometric height was determined by differential leveling
 BV1090.and adjusted in May 1996.
 BV1090
 BV1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1090
 BV1090.The geoid height was determined by GEOID03.
 BV1090
 BV1090.The dynamic height is computed by dividing the NAVD 88
 BV1090.geopotential number by the normal gravity value computed on the
 BV1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1090.degrees latitude (g = 980.6199 gals.).
 BV1090
 BV1090.The modeled gravity was interpolated from observed gravity values.
 BV1090
 BV1090;                    North         East     Units Scale Factor Converg.
 BV1090;SPC MS E     -   170,251.054   311,315.558   MT  0.99995158   +0 03 40.0
 BV1090;SPC MS E     -   558,565.33  1,021,374.46   sFT  0.99995158   +0 03 40.0
 BV1090;UTM  16      - 3,434,831.715   336,344.360   MT  0.99993038   -0 53 03.5
 BV1090
 BV1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1090!SPC MS E     -   0.99999463  x   0.99995158  =   0.99994621
 BV1090!UTM  16      -   0.99999463  x   0.99993038  =   0.99992501
 BV1090
 BV1090|---------------------------------------------------------------------|
 BV1090| PID    Reference Object                     Distance      Geod. Az  |
 BV1090|                                                           dddmmss.s |
 BV1090| BV1841 HOGAN 2                             191.853 METERS 00748     |
 BV1090| BH2441 LUCEDALE TANK                       APPROX.17.1 KM 1354624.5 |
 BV1090| BH2440 LUCEDALE COUNTY CTHSE DOME          APPROX.17.2 KM 1361219.8 |
 BV1090| BV1093 HOGAN AZ MK                         APPROX. 0.9 KM 1724513.8 |
 BV1090| BV1092 HOGAN RM 1                           29.248 METERS 23051     |
 BV1090| BV1091 HOGAN RM 2                           34.946 METERS 34114     |
 BV1090|---------------------------------------------------------------------|
 BV1090
 BV1090                          SUPERSEDED SURVEY CONTROL
 BV1090
 BV1090  NAD 83(1993)-  31 02 08.86838(N)    088 42 53.27765(W) AD(       ) 1
 BV1090  NAD 83(1986)-  31 02 08.87509(N)    088 42 53.28193(W) AD(       ) 1
 BV1090  NAD 27      -  31 02 08.20400(N)    088 42 53.17100(W) AD(       ) 1
 BV1090  NGVD 29 (??/??/92)   62.308  (m)          204.42   (f) ADJ UNCH    2 2
 BV1090
 BV1090.Superseded values are not recommended for survey control.
 BV1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1090.See file dsdata.txt to determine how the superseded data were derived.
 BV1090
 BV1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3634434832(NAD 83)
 BV1090_MARKER: DS = TRIANGULATION STATION DISK
 BV1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1090_SP_SET: CONCRETE POST
 BV1090_STAMPING: HOGAN 1942
 BV1090_MARK LOGO: CGS   
 BV1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1090+STABILITY: SURFACE MOTION
 BV1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1090+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1990
 BV1090
 BV1090  HISTORY     - Date     Condition        Report By
 BV1090  HISTORY     - 1942     MONUMENTED       CGS
 BV1090  HISTORY     - 1942     GOOD             CGS
 BV1090  HISTORY     - 1943     GOOD             CGS
 BV1090  HISTORY     - 1956     GOOD             LOCSUR
 BV1090  HISTORY     - 1956     GOOD             CGS
 BV1090  HISTORY     - 1966     GOOD             MSHD
 BV1090  HISTORY     - 1972     GOOD             USGS
 BV1090  HISTORY     - 1976     GOOD             MSHD
 BV1090  HISTORY     - 19891129 SEE DESCRIPTION  MSHD
 BV1090  HISTORY     - 19891129 SEE DESCRIPTION  MSHD
 BV1090  HISTORY     - 19901129 GOOD             MSHD
 BV1090
 BV1090                          STATION DESCRIPTION
 BV1090
 BV1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BV1090'STATION IS LOCATED APPROXIMATELY 11 MILES NW OF THE VILLAGE OF
 BV1090'LUCEDALE, ABOUT 1.5 MILES NW OF THE MISS. ROUTE 15 BRIDGE ACROSS THE
 BV1090'PASCAGOULA RIVER ON THE HIGHEST POINT OF A KNOLL ON PROPERTY OWNED
 BV1090'BY MR. J.L. MERRIT. THE MARK IS SET ON A NARROW STRIP OF LAND
 BV1090'BETWEEN THE OLD AND NEW HIGHWAYS, 92 FEET W OF THE CENTER LINE OF
 BV1090'MISS. ROUTE 15, 45 FEET W OF THE EDGE OF THE SLOPE, 30 FEET E OF
 BV1090'THE CENTER LINE OF THE DIRT ROAD, 3 FEET SW OF A STANDARD REFERENCE
 BV1090'POST.  THE MARK IS STAMPED HOGAN 1942 AND IT PROJECTS 8 INCHES.
 BV1090'
 BV1090'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1090'SET IN CONCRETE.
 BV1090'
 BV1090'REFERENCE MARK NO. 1 IS 95.96 FEET SW OF THE STATION, SET IN THE
 BV1090'FENCE LINE 15 FEET W OF THE CENTER LINE OF THE DIRT ROAD. THE MARK
 BV1090'IS STAMPED HOGAN NO. 1 1942 AND PROJECTS 9 INCHES.
 BV1090'
 BV1090'REFERENCE MARK NO. 2 IS 114.66 FEET NW OF THE STATION, 30 FEET S OF
 BV1090'AN 18-INCH PINE TREE, 15 FEET W OF THE CENTER LINE OF DIRT ROAD.
 BV1090'STAMPED HOGAN NO. 2 1942.
 BV1090'
 BV1090'THE AZIMUTH MARK IS LOCATED 0.5 MILE S OF THE STATION, ON THE W EDGE
 BV1090'OF A SMALL FIELD ON THE E SIDE OF HIGHWAY 15, 32 FEET E OF THE
 BV1090'CENTER LINE OF THE ROAD, 3 FEET N OF A STANDARD REFERENCE POST. THE
 BV1090'MARK IS STAMPED HOGAN 1942 AND PROJECTS 8 INCHES.
 BV1090'
 BV1090'TO REACH THE STATION FROM THE N END OF THE BRIDGE OVER THE PASCAGOULA
 BV1090'RIVER ABOUT 10 MILES NW OF LUCEDALE, MISS., GO NW ON ROUTE 15 FOR
 BV1090'1.65 MILES TO A DIRT ROAD WHICH TURNS BACK TO THE LEFT. TURN LEFT
 BV1090'AND GO 0.1 MILE TO THE HIGHEST POINT AND THE STATION ON THE LEFT.
 BV1090'
 BV1090'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1090
 BV1090                          STATION RECOVERY (1942)
 BV1090
 BV1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 BV1090'RECOVERED IN GOOD CONDITION.
 BV1090
 BV1090                          STATION RECOVERY (1943)
 BV1090
 BV1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1090'STATION WAS RECOVERED EXACTLY AS DESCRIBED IN 1942 BY R.A. EARLE
 BV1090'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION. THE DISTANCES WERE
 BV1090'CHECKED AND FOUND CORRECT. THE STATION, UNDERGROUND, REFERENCE AND
 BV1090'AZIMUTH MARKS ARE BRONZE DISKS.
 BV1090'THE AZIMUTH MARK WAS OBSTRUCTED FROM THE 64-FOOT STEEL TOWER
 BV1090'WHICH WAS USED BY THIS PARTY. THE ORIGINAL DESCRIPTION IS
 BV1090'COMPLETE AND CONSIDERED ADEQUATE.
 BV1090
 BV1090                          STATION RECOVERY (1956)
 BV1090
 BV1090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (SAM)
 BV1090'LETTER OF MR. SIDNEY A. MEEKS, 1442 LEE STREET, LAUREL, MISS., DATED
 BV1090'JULY 4, 1956--
 BV1090'
 BV1090'ALL MARKS IN GOOD CONDITION. STATION IS ON PROPERTY OF H.L. MURRAY.
 BV1090
 BV1090                          STATION RECOVERY (1956)
 BV1090
 BV1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1090'THE STATION WAS VISITED ON OCTOBER 20, 1956. ALL MARKS WERE FOUND IN
 BV1090'GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1090'
 BV1090'THE STATION IS LOCATED 11.5 MI. NW OF LUCEDALE, 1.5 MI. N OF THE N
 BV1090'END OF THE BRIDGE OVER CHICKASAWHAY RIVER, AND ON A NARROW STRIP OF
 BV1090'GROUND BETWEEN U.S. HIGHWAY 98 AND THE OLD HIGHWAY. IT IS ABOUT 75
 BV1090'YD. NE OF A HOUSE, AND ON LAND OWNED BY MR. J.L. MERRITT. IT IS 92
 BV1090'FT. W OF THE CENTERLINE OF U.S. HIGHWAY 98, 92 FT. S OF A POWER
 BV1090'POLE SUPPORTING THE WIRES LEADING TO THE HOUSE, 35 FT. E OF THE
 BV1090'CENTER OF A DIRT ROAD LEADING TO THE HOUSE, 96 FT. N-NW OF POWER
 BV1090'POLE NO. 661, AND OPPOSITE A BOARD GATE IN A FENCE. IT IS A
 BV1090'STANDARD DISK, STAMPED HOGAN 1942 AND PROJECTING 6 IN.
 BV1090'
 BV1090'REFERENCE MARK 1 IS 95.96 FT. SW OF THE STATION, IN A FENCE LINE AT
 BV1090'THE E EDGE OF A SMALL FIELD, AND 16 FT. W OF THE CENTER OF THE DIRT
 BV1090'ROAD. IT IS A STANDARD DISK, STAMPED HOGAN NO 1 1942 AND PROJECTING
 BV1090'6 IN.
 BV1090'
 BV1090'REFERENCE MARK 2 IS 114.66 FT. NW OF THE STATION, 15 FT. W OF THE
 BV1090'CENTER OF THE DIRT ROAD, 24 FT. S OF A FENCE CORNER, 50 FT. W-NW OF
 BV1090'THE POWER POLE SUPPORTING THE WIRES LEADING TO THE HOUSE, AND 116
 BV1090'FT. SW OF POWER POLE NO. 660. IT IS A STANDARD DISK, STAMPED HOGAN
 BV1090'1942 AND PROJECTING 8 IN.
 BV1090'
 BV1090'THE AZIMUTH MARK IS 0.5 MI. S ALONG U.S. HIGHWAY 98, AT THE W EDGE
 BV1090'OF A SMALL TUNG ORCHARD, 32 FT. E OF THE CENTERLINE OF THE HIGHWAY,
 BV1090'112 FT. NE OF POWER POLE NO. 665, AND ABOUT MIDWAY BETWEEN TWO
 BV1090'POWER POLES ON THE E SIDE OF THE HIGHWAY. IT IS A STANDARD DISK,
 BV1090'STAMPED HOGAN 1942 AND PROJECTING 6 IN.
 BV1090'
 BV1090'TO REACH THE STATION FROM THE N END OF THE BRIDGE OVER CHICKASAWHAY
 BV1090'RIVER, WHICH IS ABOUT 10 MI. N OF LUCEDALE ON U.S. HIGHWAY 98, GO N
 BV1090'ON U.S. HIGHWAY 98 FOR 0.95 MI. TO THE AZIMUTH MARK ON THE RIGHT,
 BV1090'CONTINUE N FOR 0.6 MI. TO A SIDE ROAD LEFT, TURN SHARP LEFT AND GO
 BV1090'SW FOR 0.1 MI. TO THE STATION ON THE LEFT BETWEEN THE DIRT ROAD
 BV1090'AND THE HIGHWAY.
 BV1090
 BV1090                          STATION RECOVERY (1966)
 BV1090
 BV1090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1090'THE STATION WAS VISITED 3-25-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1090'CONDITION.
 BV1090'
 BV1090'TO REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON HIGHWAY 98
 BV1090'FOR 11.45 MILES TO THE AZIMUTH ON THE RIGHT. TO REACH THE STATION
 BV1090'CONTINUE FOR 0.6 MILES TO A SIDE ROAD LEFT, TURN SHARP LEFT AND GO
 BV1090'0.1 MILE TO THE STATION ON THE LEFT BETWEEN THE DIRT ROAD AND
 BV1090'HIGHWAY 98. THE STATION DISK IS STAMPED HOGAN (1942).
 BV1090'
 BV1090'IT IS 96 FEET NORTH-NORTHWEST OF POWER POLE NO. 661, 92 FEET SOUTH
 BV1090'OF A POWER POLE SUPPORTING THE WIRES LEADING TO THE HOUSE, 92 FEET
 BV1090'WEST OF THE CENTER OF HIGHWAY 98, 35 FEET EAST OF THE CENTER OF THE
 BV1090'DIRT ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.
 BV1090'
 BV1090'R.M. 1 IS 66 FEET SOUTH OF A FENCE CORNER, 16 FEET WEST OF THE DIRT
 BV1090'ROAD, 1 FOOT WEST OF A METAL WITNESS POST, AND STAMPED HOGAN NO. 1
 BV1090'(1942).
 BV1090'
 BV1090'R.M. 2 IS 116 FEET SOUTHWEST OF POWER POLE NO. 660, 50 FEET WEST-
 BV1090'NORTHWEST OF POWER POLE SUPPORTING WIRES LEADING TO THE HOUSE, 15
 BV1090'FEET WEST OF THE CENTER OF DIRT ROAD, 1 FOOT WEST OF A METAL
 BV1090'WITNESS POST, AND STAMPED HOGAN NO. 2 (1942).
 BV1090'
 BV1090'THE AZIMUTH MARK IS 112 FEET NORTHEAST OF POWER POLE NO. 665, 32
 BV1090'FEET EAST OF THE CENTER OF HIGHWAY 98, 1 FOOT EAST OF A METAL
 BV1090'WITNESS POST, AND STAMPED HOGAN (1942).
 BV1090
 BV1090                          STATION RECOVERY (1972)
 BV1090
 BV1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 BV1090'HOGAN AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED. AZ. MK.
 BV1090'NOW OBSCURED BY TREES.
 BV1090'
 BV1090'DISTANCES AND DIRECTIONS CHECKED O.K.
 BV1090'
 BV1090'ORIGINAL DESCRIPTION IS ADEQUATE.
 BV1090
 BV1090                          STATION RECOVERY (1976)
 BV1090
 BV1090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 BV1090'THE STATION WAS VISITED 8-11-76 AND ALL MARKS WERE FOUND IN GOOD
 BV1090'CONDITION.
 BV1090'
 BV1090'THE STATION IS LOCATED 8.5 MILES SOUTHEAST OF MC LAIN ON A
 BV1090'NARROW STRIP OF GROUND BETWEEN THE OLD ABANDONED GRAVELED HIGHWAY
 BV1090'AND U.S. HIGHWAY 98, 1.35 MILES NORTH OF THE NORTHWEST END OF THE
 BV1090'BRIDGE OVER THE CHICKASAWHAY RIVER, 0.15 MILE NORTH OF A GRAVELED
 BV1090'ROAD LEADING WEST NEAR THE CENTER OF SECTION 20, T 1N, R 7W.  IT
 BV1090'IS 96.5 FEET NORTH-NORTHWEST OF A POWER POLE, 92 FEET WEST OF
 BV1090'THE CENTER OF HIGHWAY 98, 92 FEET SOUTH OF A POWER POLE, 53 FEET
 BV1090'EAST OF A FENCE, 38 FEET EAST OF THE CENTER OF THE OLD HIGHWAY,
 BV1090'1 FOOT WEST OF A METAL WITNESS POST ABOUT 8 FEET ABOVE THE LEVEL
 BV1090'OF THE HIGHWAY AND PROJECTS 5 INCHES.
 BV1090'
 BV1090'IT IS A TRIANGULATION DISK, STAMPED HOGAN 1942.
 BV1090'
 BV1090'REFERENCE MARK NO 1 IS 95.96 FEET SOUTHWEST OF THE STATION.  IT
 BV1090'IS 120.5 FEET WEST OF A POWER POLE SUPPORTING THE MAIN POWER LINE,
 BV1090'118 FEET NORTHEAST OF A POWER POLE WITH WIRES LEADING TO AN
 BV1090'ABANDONED HOUSE, 14 FEET WEST OF THE CENTER OF THE OLD HIGHWAY, 1
 BV1090'FOOT WEST OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE AND
 BV1090'PROJECTS 5 INCHES.
 BV1090'
 BV1090'IT IS A REFERENCE MARK DISK, STAMPED HOGAN NO 1 1942.
 BV1090'
 BV1090'REFERENCE MARK NO 2 IS 114.66 FEET NORTHWEST OF THE STATION.  IT
 BV1090'IS 115 FEET SOUTHWEST OF POLE NO. 660, 49.5 FEET WEST OF A POWER
 BV1090'POLE, 24 FEET SOUTH OF A T FENCE CORNER, 16 FEET WEST OF THE CENTER
 BV1090'OF THE OLD HIGHWAY, 1 FOOT EAST OF A FENCE, 1 FOOT WEST OF A METAL
 BV1090'WITNESS POST AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK,
 BV1090'STAMPED HOGAN NO 2 1942.
 BV1090'
 BV1090'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION.  IT IS 109.5
 BV1090'FEET NORTHEAST OF POLE NO. 665, 52 FEET NORTHWEST OF A TWIN
 BV1090'PINE, 31.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY 98, 1.5 FEET
 BV1090'EAST OF A METAL WITNESS POST AND PROJECTS 6 INCHES.
 BV1090'
 BV1090'IT IS AN AZIMUTH MARK DISK, STAMPED HOGAN 1942.
 BV1090'
 BV1090'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MC LAIN GO
 BV1090'SOUTHEAST ON U.S. HIGHWAY 98 FOR 3 MILES TO THE JUNCTION OF STATE
 BV1090'HIGHWAY 57.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 98 FOR 5.85 MILES
 BV1090'TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 0.5
 BV1090'MILE TO THE STATION ON THE RIGHT JUST BEYOND THE JUNCTION OF THE
 BV1090'OLD HIGHWAY.  TO REACH THE AZIMUTH CONTINUE SOUTH ON U.S.
 BV1090'HIGHWAY 98 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 BV1090'
 BV1090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1090'8.5 MILES SOUTHEAST OF MC LAIN.
 BV1090
 BV1090                          STATION RECOVERY (1989)
 BV1090
 BV1090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV1090'THE STATION MARK, REFERENCE MARKS NO.1, NO.2 AND THE AZIMUTH MARK WERE
 BV1090'RECOVERED IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS
 BV1090'NO.1 AND NO.2 WERE GOING TO BE DESTROYED BY HIGHWAY CONSTRUCTION. A
 BV1090'NEW STATION WAS ESTABLISHED AT THIS DATE, SEE DESCRIPTION FOR HOGAN 2
 BV1090'1990.
 BV1090
 BV1090                          STATION RECOVERY (1989)
 BV1090
 BV1090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (TDF)
 BV1090'THE STATION MARK, REFERENCE MARKS NO.1, NO.2 AND THE AZIMUTH MARK WERE
 BV1090'RECOVERED IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS
 BV1090'NO.1 AND NO.2 WERE GOING TO BE DESTROYED BY HIGHWAY CONSTRUCTION. A
 BV1090'NEW STATION WAS ESTABLISHED AT THIS DATE, SEE DESCRIPTION FOR HOGAN 2
 BV1090'1990.
 BV1090
 BV1090                          STATION RECOVERY (1990)
 BV1090
 BV1090'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1090'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED
 BV1090'BY ROAD CONSTRUCTION AND WAS RESET AT THIS DATE.  SEE DESCRIPTION FOR
 BV1090'HOGAN 2 1990.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1841 ***********************************************************************
 BV1841  DESIGNATION -  HOGAN 2
 BV1841  PID         -  BV1841
 BV1841  STATE/COUNTY-  MS/GREENE
 BV1841  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1841
 BV1841                         *CURRENT SURVEY CONTROL
 BV1841  ___________________________________________________________________
 BV1841* NAD 83(1993)-  31 02 15.03072(N)    088 42 52.30164(W)     ADJUSTED  
 BV1841* NAVD 88     -        61.14   (meters)     200.6    (feet)  RESET     
 BV1841  ___________________________________________________________________
 BV1841  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BV1841  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BV1841  HORZ ORDER  -  THIRD
 BV1841  VERT ORDER  -  THIRD
 BV1841
 BV1841.The horizontal coordinates were established by classical geodetic methods
 BV1841.and adjusted by the National Geodetic Survey in May 1994.
 BV1841
 BV1841.The orthometric height was computed from unverified reset data.
 BV1841.No vertical observational check was made to the station.
 BV1841
 BV1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1841
 BV1841.The geoid height was determined by GEOID03.
 BV1841
 BV1841;                    North         East     Units Scale Factor Converg.
 BV1841;SPC MS E     -   170,441.151   311,341.387   MT  0.99995159   +0 03 40.5
 BV1841;SPC MS E     -   559,189.01  1,021,459.20   sFT  0.99995159   +0 03 40.5
 BV1841;UTM  16      - 3,435,021.356   336,373.322   MT  0.99993026   -0 53 03.1
 BV1841
 BV1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1841!SPC MS E     -   0.99999481  x   0.99995159  =   0.99994640
 BV1841!UTM  16      -   0.99999481  x   0.99993026  =   0.99992507
 BV1841
 BV1841:                Primary Azimuth Mark                     Grid Az
 BV1841:SPC MS E     -  HOGAN AZ MK                              175 25 13.2
 BV1841:UTM  16      -  HOGAN AZ MK                              176 21 56.8
 BV1841
 BV1841|---------------------------------------------------------------------|
 BV1841| PID    Reference Object                     Distance      Geod. Az  |
 BV1841|                                                           dddmmss.s |
 BV1841| BV1093 HOGAN AZ MK                         APPROX. 1.0 KM 1752853.7 |
 BV1841| BV1090 HOGAN                               191.853 METERS 18748     |
 BV1841| BV1091 HOGAN RM 2                          161.353 METERS 19321     |
 BV1841| BV1867 HOGAN 2 RM 3 HARN                    69.981 METERS 21013     |
 BV1841| BV1874 HOGAN 2 RM 3                         44.640 METERS 28715     |
 BV1841|---------------------------------------------------------------------|
 BV1841
 BV1841                          SUPERSEDED SURVEY CONTROL
 BV1841
 BV1841  NAD 83(1993)-  31 02 15.04262(N)    088 42 52.30021(W) AD(       ) 3
 BV1841  NGVD 29 (08/12/04)   61.14   (m)          200.6    (f) RESET       3  
 BV1841
 BV1841.Superseded values are not recommended for survey control.
 BV1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1841.See file dsdata.txt to determine how the superseded data were derived.
 BV1841
 BV1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3637335021(NAD 83)
 BV1841_MARKER: DH = HORIZONTAL CONTROL DISK
 BV1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1841_SP_SET: CONCRETE POST
 BV1841_STAMPING: HOGAN 2 1990
 BV1841_MARK LOGO: NGS   
 BV1841_PROJECTION: FLUSH
 BV1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1841+STABILITY: SURFACE MOTION
 BV1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1841+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1993
 BV1841
 BV1841  HISTORY     - Date     Condition        Report By
 BV1841  HISTORY     - 1990     MONUMENTED       MSHD
 BV1841  HISTORY     - 19891129 GOOD             MSHD
 BV1841  HISTORY     - 19921117 GOOD             MSHD
 BV1841  HISTORY     - 19921118 GOOD             MSHD
 BV1841  HISTORY     - 19921118 GOOD             MSHD
 BV1841  HISTORY     - 19930317 GOOD             MSHD
 BV1841
 BV1841                          STATION DESCRIPTION
 BV1841
 BV1841'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1841'9.50 MI (15.29 KM) SOUTH ALONG U.S. HIGHWAY 98, FROM THE POST OFFICE
 BV1841'AT MC LAIN, TO MARK ON THE LEFT, ON EAST RIGHT OF WAY OF HIGHWAY 98,
 BV1841'FLUSH WITH THE GROUND, 0.40 MI (0.64 KM) SOUTH OF A PAVED ROAD
 BV1841'LEADING EAST, 83.5 FT (25.5 M) EAST OF THE CENTER OF THE NORTH BOUND
 BV1841'LANES OF HIGHWAY 98, 7.2 FT (2.2 M) OF A POWER POLE WITH GUY WIRE,
 BV1841'3.2 FT (1.0 M) NORTHWEST OF GUY WIRE ANCHOR AND 1.5 FT (0.5 M) NORTH
 BV1841'AND SOUTH OF TWO CARSONITE WITNESS POSTS.
 BV1841
 BV1841                          STATION RECOVERY (1989)
 BV1841
 BV1841'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (TDF)
 BV1841'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTHWEST OF LUCEDALE, 1.6
 BV1841'MI (2.6 KM) NORTH OF THE NORTH END OF THE BRIDGE OVER THE CHICKASAWHAY
 BV1841'RIVER AND ON THE EAST RIGHT OF WAY OF U.S. HIGHWAY 98.
 BV1841'TO REACH FROM THE POST OFFICE IN MC LAIN, GO SOUTH ON U.S. HIGHWAY 98
 BV1841'FOR 9.10 MI (14.64 KM) TO A PAVED SIDE ROAD ON THE LEFT, CONTINUE
 BV1841'SOUTH ON U.S. HIGHWAY 98 FOR 0.40 MI (0.64 KM) TO THE STATION ON THE
 BV1841'LEFT.
 BV1841'STATION MARKS ARE STANDARD NGS DISKS, STAMPED---HOGAN 2 1990---SURFACE
 BV1841'DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT
 BV1841'IS 83.5 FT (25.5 M) EAST OF THE CENTER OF THE NORTH BOUND LANES OF
 BV1841'HIGHWAY 98, 7.2 FT (2.2 M) EAST OF A POWER POLE WITH GUY WIRE, 3.2 FT
 BV1841'(1.0 M) NORTHWEST OF GUY WIRE ANCHOR AND 1.5 FT (0.5 M) NORTH AND
 BV1841'SOUTH OF TWO CARSONITE WITNESS POSTS.
 BV1841
 BV1841                          STATION RECOVERY (1992)
 BV1841
 BV1841'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1841'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTHWEST OF LUCEDALE, 1.6
 BV1841'MI (2.6 KM) NORTH OF THE NORTH END OF THE BRIDGE OVER THE
 BV1841'CHICKASAWHAY RIVER AND ON THE EAST RIGHT OF WAY OF U.S. HIGHWAY 98.
 BV1841'TO REACH FROM THE POST OFFICE IN MC LAIN, GO SOUTH ON U.S. HIGHWAY 98
 BV1841'FOR 9.10 MI (14.64 KM) TO A PAVED SIDE ROAD ON THE LEFT, CONTINUE
 BV1841'SOUTH ON U.S. HIGHWAY 98 FOR 0.40 MI (0.64 KM) TO THE STATION ON THE
 BV1841'LEFT.
 BV1841'STATION MARKS ARE STANDARD NGS DISKS, STAMPED---HOGAN 2 1990---SURFACE
 BV1841'DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 BV1841'IT IS 83.5 FT (25.5 M) EAST OF THE CENTER OF THE NORTH BOUND LANES
 BV1841'OF HIGHWAY 98, 7.2 FT (2.2 M) EAST OF A POWER POLE WITH GUY WIRE, 3.2
 BV1841'FT (1.0 M) NORTHWEST OF GUY WIRE ANCHOR AND 1.5 FT (0.5 M) NORTH AND
 BV1841'SOUTH OF TWO CARSONITE WITNESS POSTS.
 BV1841
 BV1841                          STATION RECOVERY (1992)
 BV1841
 BV1841'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1841'RECOVERED AS PREVIOUSLY DESCRIBED.
 BV1841
 BV1841                          STATION RECOVERY (1992)
 BV1841
 BV1841'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 BV1841'RECOVERED AS DESCRIBED.
 BV1841
 BV1841                          STATION RECOVERY (1993)
 BV1841
 BV1841'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1841'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1867 ***********************************************************************
 BV1867  CBN         -  This is a Cooperative Base Network Control Station.
 BV1867  DESIGNATION -  HOGAN 2 RM 3 HARN
 BV1867  PID         -  BV1867
 BV1867  STATE/COUNTY-  MS/GREENE
 BV1867  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1867
 BV1867                         *CURRENT SURVEY CONTROL
 BV1867  ___________________________________________________________________
 BV1867* NAD 83(2007)-  31 02 13.06705(N)    088 42 53.62955(W)     ADJUSTED  
 BV1867* NAVD 88     -        59.0    (meters)     194.     (feet)  GPS OBS   
 BV1867  ___________________________________________________________________
 BV1867  EPOCH DATE  -        2002.00
 BV1867  X           -     122,675.746 (meters)                     COMP
 BV1867  Y           -  -5,468,530.030 (meters)                     COMP
 BV1867  Z           -   3,269,421.526 (meters)                     COMP
 BV1867  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BV1867  ELLIP HEIGHT-          30.923 (meters)          (02/10/07) ADJUSTED
 BV1867  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BV1867
 BV1867  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV1867  Type    PID    Designation                      North   East  Ellip
 BV1867  -------------------------------------------------------------------
 BV1867  NETWORK BV1867 HOGAN 2 RM 3 HARN                 0.47   0.53   1.72
 BV1867  -------------------------------------------------------------------
 BV1867
 BV1867.The horizontal coordinates were established by GPS observations
 BV1867.and adjusted by the National Geodetic Survey in February 2007.
 BV1867
 BV1867.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV1867.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV1867.The horizontal coordinates are valid at the epoch date displayed above.
 BV1867.The epoch date for horizontal control is a decimal equivalence
 BV1867.of Year/Month/Day.
 BV1867
 BV1867.The orthometric height was determined by GPS observations and a
 BV1867.high-resolution geoid model.
 BV1867
 BV1867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1867
 BV1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1867
 BV1867.The ellipsoidal height was determined by GPS observations
 BV1867.and is referenced to NAD 83.
 BV1867
 BV1867.The geoid height was determined by GEOID03.
 BV1867
 BV1867;                    North         East     Units Scale Factor Converg.
 BV1867;SPC MS E     -   170,380.641   311,306.239   MT  0.99995158   +0 03 39.8
 BV1867;SPC MS E     -   558,990.49  1,021,343.89   sFT  0.99995158   +0 03 39.8
 BV1867;UTM  16      - 3,434,961.435   336,337.181   MT  0.99993041   -0 53 03.8
 BV1867
 BV1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1867!SPC MS E     -   0.99999514  x   0.99995158  =   0.99994672
 BV1867!UTM  16      -   0.99999514  x   0.99993041  =   0.99992555
 BV1867
 BV1867|---------------------------------------------------------------------|
 BV1867| PID    Reference Object                     Distance      Geod. Az  |
 BV1867|                                                           dddmmss.s |
 BV1867| BV1841 HOGAN 2                              69.981 METERS 03013     |
 BV1867| BV1093 HOGAN AZ MK                         APPROX. 1.0 KM 1731022.2 |
 BV1867|---------------------------------------------------------------------|
 BV1867
 BV1867                          SUPERSEDED SURVEY CONTROL
 BV1867
 BV1867  ELLIP H (04/15/02)   30.939  (m)                       GP(       ) 4 2
 BV1867  ELLIP H (02/15/02)   30.935  (m)                       GP(       ) 4 1
 BV1867  NAD 83(1993)-  31 02 13.08532(N)    088 42 53.62351(W) AD(       ) 1
 BV1867  NAD 83(1993)-  31 02 13.06688(N)    088 42 53.62945(W) AD(       ) B
 BV1867  ELLIP H (01/12/94)   30.987  (m)                       GP(       ) 4 1
 BV1867  NGVD 29 (08/12/04)   59.06   (m)          193.8    (f) RESET       3  
 BV1867
 BV1867.Superseded values are not recommended for survey control.
 BV1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1867.See file dsdata.txt to determine how the superseded data were derived.
 BV1867
 BV1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3633734961(NAD 83)
 BV1867_MARKER: DR = REFERENCE MARK DISK
 BV1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1867_SP_SET: CONCRETE POST
 BV1867_STAMPING: HOGAN 2 NO 3 1993
 BV1867_MARK LOGO: NGS   
 BV1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1867+STABILITY: SURFACE MOTION
 BV1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1867+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 BV1867
 BV1867  HISTORY     - Date     Condition        Report By
 BV1867  HISTORY     - 1993     MONUMENTED       NGS
 BV1867  HISTORY     - 20000611 GOOD             MSHD
 BV1867  HISTORY     - 20040622 GOOD             MSDOT
 BV1867
 BV1867                          STATION DESCRIPTION
 BV1867
 BV1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BV1867'15.29 KM (9.50 MI) SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT
 BV1867'MC LAIN, TO THE MARK ON THE LEFT IN GRASS MEDIAN OF HIGHWAY,
 BV1867'IN TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND, 222.5 FT
 BV1867'(67.8 M) SOUTH SOUTHWEST OF POWER POLE WITH TWO GUY WIRES, 71.0 FT
 BV1867'(21.6 M) SOUTHWEST OF THE CENTER OF PRESENT HIGHWAY, 44.0 FT
 BV1867'(13.4 M) NORTHEAST OF THE CENTER OF NEW SOUTH BOUND LANES OF HIGHWAY,
 BV1867'2.0 FT (0.6 M) SOUTH SOUTHEAST OF A CARSONITE WITNESS POST AND 2.0 FT
 BV1867'(0.6 M) NORTH NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BV1867'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTHWEST OF LUCEDALE, 1.6
 BV1867'MI (2.6 KM) NORTH OF THE NORTH END OF BRIDGE OVER CHICKASAWHAY RIVER
 BV1867'AND IN THE GRASS MEDIAN OF U.S. HIGHWAY 98.
 BV1867'TO REACH FROM THE POST OFFICE IN MCLAIN, GO SOUTH ON U.S. HIGHWAY 98
 BV1867'FOR 9.10 MI (14.64 KM) TO A PAVED SIDE ROAD ON THE LEFT, CONTINUE
 BV1867'SOUTH ON U.S. HIGHWAY 98 FOR 0.40 MI (0.64 KM) TO THE STATION ON THE
 BV1867'RIGHT, IN GRASS MEDIAN OF HIGHWAY.
 BV1867'STATION IS A STANDARD NGS REFERENCE MARK DISK, STAMPED---HOGAN 2 NO 3
 BV1867'1993---SET IN TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE
 BV1867'GROUND.  IT IS IN GRASS MEDIAN OF HIGHWAY 98, 222.5 FT (67.8 M) SOUTH
 BV1867'SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES, 71.0 FT (21.6 M)
 BV1867'SOUTHWEST OF THE CENTER OF PRESENT HIGHWAY 98, 44.0 FT (13.4 M)
 BV1867'NORTHEAST OF THE CENTER OF THE NEW SOUTH BOUND LANES OF HIGHWAY (NOW
 BV1867'UNDER CONSTRUCTION), 2.0 FT (0.6 M) SOUTH SOUTHEAST OF A CARSONITE
 BV1867'WITNESS POST AND 2.0 FT (0.6 M) NORTH NORTHWEST OF A METAL WITNESS
 BV1867'POST AND SIGN.
 BV1867'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTHWEST OF LUCEDALE, 1.6
 BV1867'MI (2.6 KM) NORTH OF THE NORTH END OF BRIDGE OVER CHICKASAWHAY RIVER
 BV1867'AND IN THE GRASS MEDIAN OF U.S. HIGHWAY 98.
 BV1867'TO REACH FROM THE POST OFFICE IN MCLAIN, GO SOUTH ON U.S. HIGHWAY 98
 BV1867'FOR 9.10 MI (14.64 KM) TO A PAVED ROAD ON THE LEFT, CONTINUE SOUTH ON
 BV1867'U.S. HIGHWAY 98 FOR 0.40 MI (0.64 KM) TO THE MARK ON THE RIGHT, IN
 BV1867'GRASS MEDIAN OF HIGHWAY 98.
 BV1867'STATION IS A STANDARD NGS REFERENCE MARK DISK, STAMPED---HOGAN 2 NO 3
 BV1867'1993---SET IN TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE
 BV1867'GROUND.  IT IS 69.977 M (229.583 FT) SOUTH SOUTHWEST OF STATION HOGAN
 BV1867'2 1990 IN AZIMUTH 210-12-14.7 FROM NORTH, 222.5 FT (67.8 M) SOUTH
 BV1867'SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES, 71.0 FT (21.6 M)
 BV1867'SOUTHWEST OF THE CENTER OF PRESENT HIGHWAY 98, 44.0 FT (13.4 M)
 BV1867'NORTHEAST OF THE CENTER OF THE NEW SOUTH BOUND LANES OF HIGHWAY 98
 BV1867'(NOW UNDER CONSTRUCTION), 2.0 FT (0.6 M) SOUTH SOUTHEAST OF A
 BV1867'CARSONITE WITNESS POST AND 2.0 FT (0.6 M) NORTH NORTHWEST OF A METAL
 BV1867'WITNESS POST AND SIGN.
 BV1867
 BV1867                          STATION RECOVERY (2000)
 BV1867
 BV1867'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1867'RECOVERED AS DESCRIBED.
 BV1867
 BV1867                          STATION RECOVERY (2004)
 BV1867
 BV1867'RECOVERY NOTE BY MS DEPT TRANS 2004 (KB)
 BV1867'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1093 ***********************************************************************
 BV1093  DESIGNATION -  HOGAN AZ MK
 BV1093  PID         -  BV1093
 BV1093  STATE/COUNTY-  MS/GREENE
 BV1093  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1093
 BV1093                         *CURRENT SURVEY CONTROL
 BV1093  ___________________________________________________________________
 BV1093* NAD 83(1993)-  31 01 41.15649(N)    088 42 49.19312(W)     ADJUSTED  
 BV1093* NAVD 88     -        51.109  (meters)     167.68   (feet)  ADJUSTED  
 BV1093  ___________________________________________________________________
 BV1093  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BV1093  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BV1093  DYNAMIC HT  -          51.044 (meters)     167.47  (feet)  COMP
 BV1093  MODELED GRAV-     979,370.9   (mgal)                       NAVD 88
 BV1093
 BV1093  HORZ ORDER  -  THIRD
 BV1093  VERT ORDER  -  SECOND    CLASS II
 BV1093
 BV1093.The horizontal coordinates were established by classical geodetic methods
 BV1093.and adjusted by the National Geodetic Survey in May 1994.
 BV1093
 BV1093.The orthometric height was determined by differential leveling
 BV1093.and adjusted in May 1996.
 BV1093
 BV1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1093
 BV1093.The geoid height was determined by GEOID03.
 BV1093
 BV1093.The dynamic height is computed by dividing the NAVD 88
 BV1093.geopotential number by the normal gravity value computed on the
 BV1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1093.degrees latitude (g = 980.6199 gals.).
 BV1093
 BV1093.The modeled gravity was interpolated from observed gravity values.
 BV1093
 BV1093;                    North         East     Units Scale Factor Converg.
 BV1093;SPC MS E     -   169,398.058   311,424.939   MT  0.99995161   +0 03 42.1
 BV1093;SPC MS E     -   555,766.80  1,021,733.32   sFT  0.99995161   +0 03 42.1
 BV1093;UTM  16      - 3,433,977.049   336,439.652   MT  0.99992999   -0 53 00.7
 BV1093
 BV1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1093!SPC MS E     -   0.99999639  x   0.99995161  =   0.99994800
 BV1093!UTM  16      -   0.99999639  x   0.99992999  =   0.99992638
 BV1093
 BV1093                          SUPERSEDED SURVEY CONTROL
 BV1093
 BV1093  NAD 83(1993)-  31 01 41.16994(N)    088 42 49.19260(W) AD(       ) 3
 BV1093  NGVD 29 (??/??/92)   51.112  (m)          167.69   (f) ADJ UNCH    2 2
 BV1093
 BV1093.Superseded values are not recommended for survey control.
 BV1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1093.See file dsdata.txt to determine how the superseded data were derived.
 BV1093
 BV1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3644033977(NAD 83)
 BV1093_MARKER: DZ = AZIMUTH MARK DISK
 BV1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1093_SP_SET: CONCRETE POST
 BV1093_STAMPING: HOGAN 1942
 BV1093_MARK LOGO: CGS   
 BV1093_PROJECTION: PROJECTING 13 CENTIMETERS
 BV1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1093+STABILITY: SURFACE MOTION
 BV1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1093+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1993
 BV1093
 BV1093  HISTORY     - Date     Condition        Report By
 BV1093  HISTORY     - 1942     MONUMENTED       CGS
 BV1093  HISTORY     - 19901126 GOOD             MSHD
 BV1093  HISTORY     - 19901126 GOOD             MSHD
 BV1093  HISTORY     - 19921118 GOOD             MSHD
 BV1093  HISTORY     - 19921118 GOOD             MSHD
 BV1093  HISTORY     - 19930317 GOOD             MSHD
 BV1093
 BV1093                          STATION DESCRIPTION
 BV1093
 BV1093'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1093'MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF LUCEDALE, 0.5 MI
 BV1093'(0.8 KM) NORTH OF THE NORTH END OF THE BRIDGE OVER THE CHICKASAWHAY
 BV1093'RIVER AND ON THE EAST RIGHT OF WAY OF U.S. HIGHWAY 98.
 BV1093'TO REACH FROM THE POST OFFICE IN MC LAIN, GO SOUTH ON U.S. HIGHWAY 98
 BV1093'FOR 9.10 MI (14.64 KM) TO A PAVED SIDE ROAD ON THE LEFT, CONTINUE
 BV1093'SOUTH ON U.S. HIGHWAY 98 FOR 1.05 MI (1.69 KM) TO THE MARK ON THE
 BV1093'LEFT.
 BV1093'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOGAN 1942---SET IN TOP OF
 BV1093'A SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE GROUND.  IT IS
 BV1093'1046.474 M (3433.307 FT) SOUTH OF STATION HOGAN 2 1990 IN AZIMUTH
 BV1093'175-28-40.3 FROM NORTH, 242.0 FT (73.8 M) NORTH OF A POWER POLE,
 BV1093'190.0 FT (57.9 M) SOUTH SOUTHWEST OF A POWER POLE, 31.0 FT (9.4 M)
 BV1093'EAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 98 AND 1.5 FT
 BV1093'(0.5 M) SOUTH OF A CARSONITE WITNESS POST
 BV1093
 BV1093                          STATION RECOVERY (1990)
 BV1093
 BV1093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 (TDF)
 BV1093'MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF LUCEDALE, 0.5 MI
 BV1093'(0.8 KM) NORTH OF THE NORTH END OF THE BRIDGE OVER THE CHICKASAWHAY
 BV1093'RIVER AND ON THE EAST RIGHT OF WAY OF U.S. HIGHWAY 98.
 BV1093'TO REACH FROM THE POST OFFICE IN MC LAIN, GO SOUTH ON U.S. HIGHWAY 98
 BV1093'FOR 9.10 MI (14.64 KM) TO A PAVED SIDE ROAD ON THE LEFT, CONTINUE
 BV1093'SOUTH ON U.S. HIGHWAY 98 FOR 1.05 MI (1.69 KM) TO THE MARK ON THE
 BV1093'LEFT.
 BV1093'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOGAN 1942---SET IN TOP OF
 BV1093'A SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE GROUND.  IT IS
 BV1093'1046.474 M (3433.307 FT) SOUTH OF STATION HOGAN 2 1990 IN AZIMUTH
 BV1093'175-28-40.3 FROM NORTH, 242.0 FT (73.8 M) NORTH OF A POWER POLE, 190.0
 BV1093'FT (57.9 M) SOUTH SOUTHWEST OF A POWER POLE, 31.0 FT (9.4 M) EAST OF
 BV1093'THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 98 AND 1.5 FT (0.5 M)
 BV1093'SOUTH OF A CARSONITE WITNESS POST
 BV1093
 BV1093                          STATION RECOVERY (1992)
 BV1093
 BV1093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 BV1093'RECOVERED AS PREVIOUSLY DESCRIBED.
 BV1093
 BV1093                          STATION RECOVERY (1992)
 BV1093
 BV1093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 BV1093'RECOVERED AS DESCRIBED.
 BV1093
 BV1093                          STATION RECOVERY (1993)
 BV1093
 BV1093'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV1093'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1092 ***********************************************************************
 BV1092  DESIGNATION -  HOGAN RM 1
 BV1092  PID         -  BV1092
 BV1092  STATE/COUNTY-  MS/GREENE
 BV1092  USGS QUAD   -  LEAKESVILLE SW (1973)
 BV1092
 BV1092                         *CURRENT SURVEY CONTROL
 BV1092  ___________________________________________________________________
 BV1092* NAD 83(1986)-  31 02 09.     (N)    088 42 53.     (W)     SCALED    
 BV1092* NAVD 88     -        62.204  (meters)     204.08   (feet)  ADJUSTED  
 BV1092  ___________________________________________________________________
 BV1092  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BV1092  DYNAMIC HT  -          62.125 (meters)     203.82  (feet)  COMP
 BV1092  MODELED GRAV-     979,372.7   (mgal)                       NAVD 88
 BV1092
 BV1092  VERT ORDER  -  SECOND    CLASS II
 BV1092
 BV1092.The horizontal coordinates were scaled from a topographic map and have
 BV1092.an estimated accuracy of +/- 6 seconds.
 BV1092
 BV1092.The orthometric height was determined by differential leveling
 BV1092.and adjusted in May 1996.
 BV1092
 BV1092.The geoid height was determined by GEOID03.
 BV1092
 BV1092.The dynamic height is computed by dividing the NAVD 88
 BV1092.geopotential number by the normal gravity value computed on the
 BV1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1092.degrees latitude (g = 980.6199 gals.).
 BV1092
 BV1092.The modeled gravity was interpolated from observed gravity values.
 BV1092
 BV1092;                    North         East    Units  Estimated Accuracy
 BV1092;SPC MS E     -   170,260.      311,320.      MT  (+/- 180 meters Scaled)
 BV1092
 BV1092                          SUPERSEDED SURVEY CONTROL
 BV1092
 BV1092  NGVD 29 (??/??/92)   62.208  (m)          204.09   (f) ADJ UNCH    2 2
 BV1092
 BV1092.Superseded values are not recommended for survey control.
 BV1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1092.See file dsdata.txt to determine how the superseded data were derived.
 BV1092
 BV1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV363348(NAD 83)
 BV1092_MARKER: DR = REFERENCE MARK DISK
 BV1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1092_STAMPING: HOGAN NO 1 1942
 BV1092_MARK LOGO: CGS   
 BV1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1092+STABILITY: SURFACE MOTION
 BV1092
 BV1092  HISTORY     - Date     Condition        Report By
 BV1092  HISTORY     - 1976     MONUMENTED       MSHD
 BV1092
 BV1092                          STATION DESCRIPTION
 BV1092
 BV1092'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1092'LOCATED 8.5 MILES (13.7 KM) SOUTHEAST OF MCLAIN IN A FENCE LINE ON THE
 BV1092'WEST SIDE OF THE ABANDONED GRAVELED HIGHWAY, 1.35 MILES (2.17 KM)
 BV1092'NORTH OF THE NORTHWEST END OF THE BRIDGE OVER THE CHICKASAWHAY RIVER,
 BV1092'0.15 MILE (0.24 KM) NORTH OF A SIDE ROAD LEADING WEST NEAR THE CENTER
 BV1092'OF SEC 20, T 1N, R 7W.  IT IS 95.96 FEET (29.25 M) SOUTHWEST OF THE
 BV1092'STATION, 120.5 FEET (36.7 M) WEST OF A POWER POLE FOR THE MAIN LINE,
 BV1092'118 FEET (36.0 M) NORTHEAST OF A POWER SERVICE POLE WITH WIRES
 BV1092'LEADING TO AN ABANDONED HOUSE, 14 FEET (4.3 M) WEST OF THE CENTER OF
 BV1092'A GRAVELED DRIVEWAY, 1 FOOT (0.3 M) WEST OF A METAL WITNESS POST IN A
 BV1092'FENCE LINE SET IN THE TOP OF A SQUARE CONCRETE POST AND PROJECTS 5
 BV1092'INCHES.  TO REACH FROM THE US POST OFFICE IN MCLAIN GO SOUTHEAST ON
 BV1092'US HIGHWAY 98 FOR 3 MILES (4.8 KM) TO THE JUNCTION OF STATE HIGHWAY
 BV1092'57, CONTINUE SOUTHEAST ON US HIGHWAY 98 FOR 5.85 MILES (9.41 KM) TO A
 BV1092'SIDE ROAD LEFT, CONTINUE SOUTH ON US HIGHWAY 98 FOR 0.5 MILE
 BV1092'(0.8 KM) TO THE MARK ON THE RIGHT JUST BEYOND THE JUNCTION OF THE OLD
 BV1092'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2634 ***********************************************************************
 CP2634  DESIGNATION -  HOLCOMB
 CP2634  PID         -  CP2634
 CP2634  STATE/COUNTY-  MS/RANKIN
 CP2634  USGS QUAD   -  FLORENCE (1980)
 CP2634
 CP2634                         *CURRENT SURVEY CONTROL
 CP2634  ___________________________________________________________________
 CP2634* NAD 83(1993)-  32 07 33.95365(N)    090 12 24.30078(W)     ADJUSTED  
 CP2634* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CP2634  ___________________________________________________________________
 CP2634  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CP2634  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2634  HORZ ORDER  -  SECOND
 CP2634
 CP2634.The horizontal coordinates were established by classical geodetic methods
 CP2634.and adjusted by the National Geodetic Survey in May 1994.
 CP2634
 CP2634.The orthometric height was scaled from a topographic map.
 CP2634
 CP2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2634
 CP2634.The geoid height was determined by GEOID03.
 CP2634
 CP2634;                    North         East     Units Scale Factor Converg.
 CP2634;SPC MS W     -   291,138.388   711,944.244   MT  0.99995176   +0 04 02.3
 CP2634;SPC MS W     -   955,176.53  2,335,770.41   sFT  0.99995176   +0 04 02.3
 CP2634;UTM  15      - 3,557,830.461   763,521.332   MT  1.00045648   +1 29 10.5
 CP2634
 CP2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2634!SPC MS W     -   0.99998719  x   0.99995176  =   0.99993895
 CP2634!UTM  15      -   0.99998719  x   1.00045648  =   1.00044367
 CP2634
 CP2634:                Primary Azimuth Mark                     Grid Az
 CP2634:SPC MS W     -  HOLCOMB AZ MK                            000 51 28.4
 CP2634:UTM  15      -  HOLCOMB AZ MK                            359 26 20.2
 CP2634
 CP2634|---------------------------------------------------------------------|
 CP2634| PID    Reference Object                     Distance      Geod. Az  |
 CP2634|                                                           dddmmss.s |
 CP2634| CY3821 HOLCOMB AZ MK                                      0005530.7 |
 CP2634| CY3822 HOLCOMB RM 1                         19.325 METERS 05709     |
 CP2634| CP2627 ROCK                                APPROX.12.3 KM 1465545.7 |
 CP2634| CY3823 HOLCOMB RM 2                         20.503 METERS 30454     |
 CP2634| CY3824 HOLCOMB RM 3                         22.339 METERS 33543     |
 CP2634|---------------------------------------------------------------------|
 CP2634
 CP2634                          SUPERSEDED SURVEY CONTROL
 CP2634
 CP2634  NAD 83(1986)-  32 07 33.96780(N)    090 12 24.29667(W) AD(       ) 2
 CP2634  NAD 27      -  32 07 33.42400(N)    090 12 23.98000(W) AD(       ) 2
 CP2634
 CP2634.Superseded values are not recommended for survey control.
 CP2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2634.See file dsdata.txt to determine how the superseded data were derived.
 CP2634
 CP2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6352157830(NAD 83)
 CP2634_MARKER: DS = TRIANGULATION STATION DISK
 CP2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2634
 CP2634  HISTORY     - Date     Condition        Report By
 CP2634  HISTORY     - 1945     MONUMENTED       CGS
 CP2634  HISTORY     - 1951     SEE DESCRIPTION  CGS
 CP2634  HISTORY     - 1957     GOOD             CGS
 CP2634  HISTORY     - 1961     GOOD             MSHD
 CP2634  HISTORY     - 1977     GOOD             MSHD
 CP2634  HISTORY     - 19811001 GOOD             MSSU
 CP2634
 CP2634                          STATION DESCRIPTION
 CP2634
 CP2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2634'STATION IS LOCATED ABOUT 6 MILES NE OF TERRY AND ABOUT
 CP2634'12 MILES S OF JACKSON, ON A PROMINENT WOODED HILL LOCALLY
 CP2634'KNOWN AS TEA POT HILL.  IT IS 14 FEET N OF AN E-W FENCE LINE,
 CP2634'61 FEET W OF THE APPROXIMATE CENTER OF A N-S ROAD, AND 18.5
 CP2634'FEET WNW OF AN 18-INCH OAK TREE.
 CP2634'
 CP2634'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2634'POST, STAMPED HOLCOMB 1945, AND PROJECTS ABOUT 6 INCHES.
 CP2634'IT IS WITNESSED BY A WHITE POST.  UNDERGROUND MARK IS A
 CP2634'BRONZE STATION DISK SET IN CONCRETE.
 CP2634'
 CP2634'REFERENCE MARK 1 IS 63.40 FEET NE OF THE STATION, 2 FEET
 CP2634'N OF A BOARD GATE, AND 20 FEET W OF THE APPROXIMATE CENTER
 CP2634'OF A N-S ROAD.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 CP2634'OF A CONCRETE POST, STAMPED HOLCOMB NO 1 1945, AND PROJECTS
 CP2634'ABOUT 4 INCHES.
 CP2634'
 CP2634'REFERENCE MARK 2 IS 67.27 FEET NW OF THE STATION AND 10 FEET
 CP2634'N OF A PRIVATE DRIVE.  IT IS A BRONZE REFERENCE DISK SET
 CP2634'IN TOP OF A CONCRETE POST, STAMPED HOLCOMB NO 2 1945, AND
 CP2634'PROJECTS ABOUT 4 INCHES.
 CP2634'
 CP2634'AZIMUTH MARK IS 0.65 MILE BY ROAD N OF THE STATION, 2 FEET
 CP2634'S OF A POWER LINE POLE, 19.7 FEET W OF THE APPROXIMATE CENTER
 CP2634'OF THE ROAD, AND APPROXIMATELY 100 FEET NE OF A FARMHOUSE.
 CP2634'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST,
 CP2634'STAMPED HOLCOMB 1945, AND PROJECTS ABOUT 4 INCHES.  IT IS
 CP2634'WITNESSED BY A WHITE POST.
 CP2634'
 CP2634'TO REACH THE STATION FROM THE POST OFFICE IN BYRAM, GO E
 CP2634'ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROADS AND THE ILLINOIS
 CP2634'CENTRAL RAILROAD TRACKS.  TURN RIGHT AND GO 0.05 MILE, THENCE
 CP2634'LEFT FOR 0.2 MILE TO A BRIDGE SPANNING THE PEARL RIVER.  CROSS
 CP2634'THE BRIDGE AND FOLLOW THE MAIN-TRAVELED ROAD FOR 2.25 MILES
 CP2634'TO A STORE ON THE LEFT AND A ROAD FORKS.  TAKE THE RIGHT
 CP2634'FORK AND GO 0.95 MILE TO A WHITE CHURCH ON THE LEFT.  CONTINUE
 CP2634'STRAIGHT AHEAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2634'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A BOARD GATE AND
 CP2634'THE STATION ON THE RIGHT AS DESCRIBED.
 CP2634'
 CP2634'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CP2634
 CP2634                          STATION RECOVERY (1951)
 CP2634
 CP2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HCP)
 CP2634'LETTER OF MR. HENRY C. PIERCE, R.F.D. 1, FLORENCE, MISS.,
 CP2634'DATED NOVEMBER 8, 1951--
 CP2634'
 CP2634'REFERENCE MARK 2 WAS DESTROYED DUE TO THE BUILDING OF A
 CP2634'DRIVEWAY.
 CP2634'
 CP2634'REFERENCE-MARK DISK, STAMPED HOLCOMB NO 2 1945 RECEIVED
 CP2634'JANUARY 14, 1952.
 CP2634
 CP2634                          STATION RECOVERY (1957)
 CP2634
 CP2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2634'THE STATION WAS VISITED 4-14-57 AND THE STATION, AZIMUTH,
 CP2634'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP2634'MARK NO. 2 WAS DESTROYED AND THE DISK SENT TO THE WASHINGTON
 CP2634'OFFICE BY MR. H.C. PIERCE JR.  THE AZIMUTH MARK IS OBSTRUCTED
 CP2634'FROM THE STATION BY A YOUNG GROWTH OF PINE TREES.  REFERENCE
 CP2634'MARK NO. 1 IS OBSTRUCTED FROM THE STATION BY A LARGE CORNER
 CP2634'FENCE POST.  THE AREA AROUND THE STATION HAS BEEN GRADED
 CP2634'AND A HOUSE BUILT WEST OF THE STATION BY MR. PIERCE.
 CP2634'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.
 CP2634'
 CP2634'A NEW DESCRIPTION FOLLOWS--
 CP2634'
 CP2634'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF TERRY,
 CP2634'ABOUT 12 MILES SOUTH OF JACKSON ON A PROMINENT HILL LOCALLY
 CP2634'KNOWN AS TEA POT HILL, IN THE FRONT YARD AND ON PROPERTY
 CP2634'OWNED BY MR. H.C. PIERCE JR. AND IN THE NORTHWEST ANGLE
 CP2634'OF THE JUNCTION OF AN EAST-WEST AND NORTH-SOUTH GRAVELED
 CP2634'ROAD.  IT IS ABOUT 0.1 MILE NORTH OF A MAN MADE POND.  IT
 CP2634'64 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 100 FEET
 CP2634'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 154 FEET EAST
 CP2634'OF THE SOUTHEAST CORNER OF THE HOUSE, 8 FEET SOUTH OF THE
 CP2634'PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 36 FEET
 CP2634'SOUTH OF THE CENTER OF THE DRIVEWAY AND 43 FEET SOUTH WEST
 CP2634'OF THE SOUTH END OF THE GATE.  IT IS A STANDARD DISK,
 CP2634'STAMPED HOLCOMB 1945, PROJECTING 6 INCHES.
 CP2634'
 CP2634'REFERENCE MARK NO. 1 IS 63.40 FEET NORTHEAST OF THE STATION,
 CP2634'20 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 11 FEET NORTH
 CP2634'OF THE CENTER OF THE DIRVEWAY AND 14 FEET NORTHEAST OF THE
 CP2634'NORTH END OF THE GATE.  IT IS A STANDARD DISK, STAMPED HOLCOMB
 CP2634'NO 1 1945, PROJECTING 2 INCHES.
 CP2634'
 CP2634'REFERENCE MARK NO. 3 IS 73.29 FEET NORTHWEST OF THE STATION
 CP2634'ON THE NORTH SLOPE OF THE HILL, 16 FEET NORTH OF THE CENTER
 CP2634'OF THE DRIVEWAY, 111 FEET EAST-NORTHEAST OF THE NORTHEAST
 CP2634'CORNER OF THE HOUSE, 109 FEET WEST OF THE CENTER OF THE
 CP2634'NORTH-SOUTH GRAVELED ROAD, AND 6 FEET NORTH OF A POWER POLE.
 CP2634'IT IS A STANDARD DISK, STAMPED HOLCOMB NO 3 1945, PROJECTING
 CP2634'6 INCHES.
 CP2634'
 CP2634'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 IS 89.3 FEET.
 CP2634'
 CP2634'THE AZIMUTH MARK IS 0.65 MILE NORTH OF THE STATION, 21 FEET
 CP2634'WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET SOUTH OF
 CP2634'POWER POLE NO. 80, 26 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 CP2634'LEADING WEST, 145 FEET EAST OF AN OLD BRICK CHIMNEY OF A
 CP2634'HOUSE WHICH HAS BEEN TORN DOWN, AND 52 FEET NORTH OF A T
 CP2634'FENCE CORNER.  IT IS A STANDARD DISK, STAMPED HOLCOMB 1945,
 CP2634'PROJECTING 1 INCH.
 CP2634'
 CP2634'TO REACH THE STATION FROM THE MAIN INTERSECTION AND POST
 CP2634'OFFICE IN FLORENCE, GO SOUTH ON STATE HIGHWAY 469 FOR 0.2
 CP2634'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST FOR
 CP2634'3.0 MILES TO A SIDE ROAD LEFT, KEEP STRAIGHT AHEAD FOR 0.8
 CP2634'MILES TO A SIDE ROAD RIGHT, CONTINUE WEST FOR 0.35 MILE
 CP2634'TO A FORK, TAKE RIGHT FORK AND GO WEST FOR 1.25 MILE TO A
 CP2634'SIDE ROAD RIGHT AND THE STATION IN THE NORTHWEST ANGLE,
 CP2634'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.65 MILE TO
 CP2634'THE AZIMUTH MARK ON THE LEFT.
 CP2634
 CP2634                          STATION RECOVERY (1961)
 CP2634
 CP2634'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2634'THE STATION WAS VISITED 8-15-61.  THE STATION, AZIMUTH MARK,
 CP2634'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2634'1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CP2634'
 CP2634'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH
 CP2634'MARK.  THE AZIMUTH MARK CAN NOT BE SEEN FROM THE STATION
 CP2634'BECAUSE OF DENSE UNDERGROWTH.
 CP2634
 CP2634                          STATION RECOVERY (1977)
 CP2634
 CP2634'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2634'THE STATION WAS VISITED 4-12-77 AND THE STATION MARK, RM NO 1, RM NO
 CP2634'3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CP2634'MARK IS STILL NOT VISIBLE FROM THE STATION.
 CP2634'
 CP2634'THE STATION IS LOCATED 4.8 MILES SOUTHWEST OF FLORENCE, 6 MILES
 CP2634'NORTHEAST OF TERRY, 12 MILES SOUTH OF JACKSON IN THE NORTHWEST ANGLE
 CP2634'OF THE JUNCTION OF AN EAST-WEST BLACK TOP ROAD AND BYRAM ROAD ON A
 CP2634'PROMINENT HILL LOCALLY KNOWN AS TEA POT HILL IN THE FRONT YARD AND
 CP2634'ON THE PROPERTY OWNED BY MR. H. C. PIERCE JR. IN THE SOUTHWEST 1/4
 CP2634'OF SECTION 6, T 3N, R 1E.  IT IS 154.5 FEET EAST OF THE SOUTHEAST
 CP2634'CORNER OF A BRICK HOUSE, 100 FEET NORTH OF THE CENTER OF A BLACK TOP
 CP2634'ROAD, 71 FEET WEST OF THE CENTER OF BYRAM ROAD, 36 FEET SOUTH OF
 CP2634'THE CENTER OF A DRIVEWAY, 8 FEET SOUTH OF THE PROJECTED PLANE OF THE
 CP2634'SOUTH WALL OF THE BRICK HOUSE AND PROJECTS 4 INCHES.  IT IS A
 CP2634'TRIANGULATION DISK, STAPED HOLCOMB 1945.
 CP2634'
 CP2634'REFERENCE MARK NO 1 IS 63.40 FEET NORTHEAST OF THE STATION.  IT IS
 CP2634'140 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 62 FEET
 CP2634'WEST-SOUTHWEST OF TELEPHONE POLE NO. H/25/10, 24 FEET WEST OF THE
 CP2634'CENTER OF BYRAM ROAD, 11 FEET NORTH OF THE CENTER OF A DRIVEWAY, 2
 CP2634'FEET NORTHEAST OF A FENCE CORNER AND PROJECTS 3 INCHES.  IT IS A
 CP2634'REFERENCE MARK DISK, STAMPED HOLCOMB NO 1 1945.
 CP2634'
 CP2634'REFERENCE MARK NO 3 IS 73.29 FEET NORTHWEST OF THE STATION.  IT IS
 CP2634'122.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 115
 CP2634'FEET WEST OF THE CENTER OF BYRAM ROAD, 17 FEET NORTH OF THE CENTER
 CP2634'OF A DRIVEWAY, 6 FEET NORTH-NORTHEAST OF A TELEPHONE POLE ABOUT 2
 CP2634'FEET BELOW THE LEVEL OF THE DRIVEWAY AND PROJECTS 4 INCHES.  IT IS
 CP2634'A REFERENCE MARK DISK, STAMPED HOLCOMB NO 3 1945.
 CP2634'
 CP2634'THE AZIMUTH MARK IS 0.65 MILE NORTH OF THE STATION.  IT IS 19 FEET
 CP2634'WEST OF THE CENTER OF A BLACK TOP ROAD, 24 FEET SOUTH OF THE CENTER
 CP2634'OF A DRIVEWAY, 1.5 FEET SOUTHEAST OF POWER POLE NO. 33, 1.5 FEET
 CP2634'WEST OF A METAL WITNESS POST AND IS DIRECTLY UNDER A FENCE AND IS
 CP2634'FLUSH WIT THE GROUND.  IT IS AN AZIMUTH MARK DISK, STAMPED HOLCOMB
 CP2634'1945.
 CP2634'
 CP2634'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 469 AND
 CP2634'U.S. HIGHWAY 49 GO WEST ON STATE HIGHWAY 469 FOR 0.45 MILE TO A
 CP2634'TRAFFIC LIGHT IN FLORENCE.  TURN LEFT AND CONTINUE SOUTH ON STATE
 CP2634'HIGHWAY 469 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CP2634'SOUTHWEST ON WHITE STREET FOR 4.35 MILES TO A FORK.  TAKE THE
 CP2634'RIGHT FORK AND GO WEST ON A BLACK TOP ROAD FOR 1.3 MILES TO A SIDE
 CP2634'ROAD AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH TURN RIGHT
 CP2634'AND GO NORTH ON BYRAM ROAD FOR 0.7 MILE TO A DRIVEWAY AND THE
 CP2634'MARK ON THE LEFT.
 CP2634'
 CP2634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES SOUTHWEST
 CP2634'OF FLORENCE.
 CP2634
 CP2634                          STATION RECOVERY (1981)
 CP2634
 CP2634'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1508 ***********************************************************************
 EG1508  DESIGNATION -  HOLCUT CAIRO TANK
 EG1508  PID         -  EG1508
 EG1508  STATE/COUNTY-  MS/PRENTISS
 EG1508  USGS QUAD   -  PADEN (1986)
 EG1508
 EG1508                         *CURRENT SURVEY CONTROL
 EG1508  ___________________________________________________________________
 EG1508* NAD 83(1993)-  34 44 47.35604(N)    088 21 29.51803(W)     ADJUSTED  
 EG1508* NAVD 88     -              **(meters)            **(feet)            
 EG1508  ___________________________________________________________________
 EG1508  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 EG1508  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG1508  HORZ ORDER  -  THIRD
 EG1508
 EG1508.The horizontal coordinates were established by classical geodetic methods
 EG1508.and adjusted by the National Geodetic Survey in May 1994.
 EG1508
 EG1508
 EG1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1508
 EG1508.The geoid height was determined by GEOID03.
 EG1508
 EG1508;                    North         East     Units Scale Factor Converg.
 EG1508;SPC MS E     -   581,853.147   343,505.452   MT  0.99997332   +0 16 14.9
 EG1508;SPC MS E     - 1,908,963.20  1,126,984.14   sFT  0.99997332   +0 16 14.9
 EG1508;UTM  16      - 3,845,770.045   375,676.906   MT  0.99979050   -0 46 27.1
 EG1508
 EG1508                          SUPERSEDED SURVEY CONTROL
 EG1508
 EG1508  NAD 83(1993)-  34 44 47.35660(N)    088 21 29.51700(W) AD(       ) 4
 EG1508  NAD 83(1986)-  34 44 47.36548(N)    088 21 29.51642(W) AD(       ) 4
 EG1508  NAD 27      -  34 44 47.02990(N)    088 21 29.35708(W) AD(       ) 3
 EG1508
 EG1508.Superseded values are not recommended for survey control.
 EG1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1508.See file dsdata.txt to determine how the superseded data were derived.
 EG1508
 EG1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7567745770(NAD 83)
 EG1508_MARKER: 53 = ELEVATED TANK
 EG1508
 EG1508  HISTORY     - Date     Condition        Report By
 EG1508  HISTORY     - 1970     FIRST OBSERVED   NGS
 EG1508
 EG1508                          STATION DESCRIPTION
 EG1508
 EG1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1508'THE STATION IS THE FINIAL KNOB ATOP THE HOLCUT-CARIO RURAL
 EG1508'WATER SYSTEM TANK THAT IS LOCATED ABOUT 0.3 MILE WEST OF THE
 EG1508'JUNCTION OF STATE HIGHWAYS 356 AND 365.  THE TANK IS SPHERICAL
 EG1508'IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED
 EG1508'LIGHT BLUE IN COLOR.  IT IS 115 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2425 ***********************************************************************
 BH2425  DESIGNATION -  HOLIMAN
 BH2425  PID         -  BH2425
 BH2425  STATE/COUNTY-  MS/HARRISON
 BH2425  USGS QUAD   -  BILOXI (1992)
 BH2425
 BH2425                         *CURRENT SURVEY CONTROL
 BH2425  ___________________________________________________________________
 BH2425* NAD 83(1993)-  30 25 27.05146(N)    088 56 07.41182(W)     ADJUSTED  
 BH2425* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BH2425  ___________________________________________________________________
 BH2425  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BH2425  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH2425  HORZ ORDER  -  THIRD
 BH2425
 BH2425.The horizontal coordinates were established by classical geodetic methods
 BH2425.and adjusted by the National Geodetic Survey in May 1994.
 BH2425
 BH2425.The orthometric height was scaled from a topographic map.
 BH2425
 BH2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2425
 BH2425.The geoid height was determined by GEOID03.
 BH2425
 BH2425;                    North         East     Units Scale Factor Converg.
 BH2425;SPC MS E     -   102,446.438   290,195.358   MT  0.99995119   -0 03 06.1
 BH2425;SPC MS E     -   336,109.69    952,082.60   sFT  0.99995119   -0 03 06.1
 BH2425;UTM  16      - 3,367,379.754   314,117.515   MT  1.00002627   -0 58 49.3
 BH2425
 BH2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2425!SPC MS E     -   1.00000397  x   0.99995119  =   0.99995516
 BH2425!UTM  16      -   1.00000397  x   1.00002627  =   1.00003024
 BH2425
 BH2425:                Primary Azimuth Mark                     Grid Az
 BH2425:SPC MS E     -  LATIMER FIRE TOWER                       030 52 12.4
 BH2425:UTM  16      -  LATIMER FIRE TOWER                       031 47 55.6
 BH2425
 BH2425|---------------------------------------------------------------------|
 BH2425| PID    Reference Object                     Distance      Geod. Az  |
 BH2425|                                                           dddmmss.s |
 BH2425| BH2499 LATIMER FIRE TOWER                  APPROX.14.3 KM 0304906.3 |
 BH2425| BH2407 BILOXI BAY HWY 57 DRAWSPAN LT       APPROX. 4.2 KM 0953527.4 |
 BH2425| DD8928 HOLIMAN RM 1                         37.321 METERS 10819     |
 BH2425| DD8929 HOLIMAN RM 2                         41.946 METERS 18211     |
 BH2425| DD8930 HOLIMAN RM 4                         13.122 METERS 26731     |
 BH2425|---------------------------------------------------------------------|
 BH2425
 BH2425                          SUPERSEDED SURVEY CONTROL
 BH2425
 BH2425  NAD 83(1993)-  30 25 27.06816(N)    088 56 07.40447(W) AD(       ) 3
 BH2425  NAD 83(1986)-  30 25 27.07159(N)    088 56 07.40120(W) AD(       ) 3
 BH2425  NAD 27      -  30 25 26.36300(N)    088 56 07.28800(W) AD(       ) 3
 BH2425
 BH2425.Superseded values are not recommended for survey control.
 BH2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2425.See file dsdata.txt to determine how the superseded data were derived.
 BH2425
 BH2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU1411867380(NAD 83)
 BH2425_MARKER: DS = TRIANGULATION STATION DISK
 BH2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2425
 BH2425  HISTORY     - Date     Condition        Report By
 BH2425  HISTORY     - 1935     MONUMENTED       CGS
 BH2425  HISTORY     - 1946     GOOD             CGS
 BH2425  HISTORY     - 1950     GOOD             CGS
 BH2425  HISTORY     - 1956     GOOD             CGS
 BH2425  HISTORY     - 1959     GOOD             CGS
 BH2425  HISTORY     - 1970     GOOD             NGS
 BH2425  HISTORY     - 1972     GOOD             NGS
 BH2425
 BH2425                          STATION DESCRIPTION
 BH2425
 BH2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2425'THE STATION IS ON A POINT OF LAND ON THE N SIDE OF BACK BAY OF
 BH2425'BILOXI, 2-1/2 MILES W OF SHIPYARD POINT.
 BH2425'
 BH2425'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2425'SET IN CONCRETE.
 BH2425'
 BH2425'THE STATION MARK IS 100 YARDS N OF THE POINT, NEAR THE CENTER OF THE
 BH2425'RIDGE, 15 YARDS E OF A LARGE PECAN TREE, AND 1/4 MILE S OF THE
 BH2425'HOME OF R. HOLLIMAN, TENANT.
 BH2425'
 BH2425'REFERENCE MARK NO.1, PROJECTING ABOUT 6 INCHES, IS E OF THE STATION,
 BH2425'20 FEET W OF A 15-INCH LIVE OAK, 17 FEET S OF A 26-INCH PINE, 18
 BH2425'FEET SW OF THE WATERS EDGE ON THE N, 40 FEET W OF THE WATERS EDGE ON
 BH2425'THE E, 21 FEET TO THE S ARE TWO 4-INCH PINE SAPLINGS.
 BH2425'
 BH2425'REFERENCE MARK NO.2, PROJECTING 6 INCHES, IS S OF THE STATION, 90
 BH2425'FEET N OF THE S SHORE LINE, 30 FEET NW OF A 20-INCH LIVE OAK.
 BH2425'
 BH2425'TO REACH FROM THE N END OF THE BRIDGE OVER BACK BAY ON ROUTE 57,
 BH2425'CONTINUE N 0.1 MILE, TURN LEFT AT A MEAT MARKET AND GO 0.9
 BH2425'MILE, TURN LEFT AT T ROAD AND GO 2.2 MILES, TURN LEFT AT T JUNCTION
 BH2425'AS INDICATED BY SIGN 1 MILE TO FRENCH FARM AND GO 0.8 MILE AND
 BH2425'TURN LEFT AT HOLLIMAN SIGN, GO 0.2 MILE TO HOLLIMAN HOUSE.  FROM HIS
 BH2425'HOUSE PICK YOUR WAY THROUGH THE CUT OVER LAND DUE S 1/4 MILE
 BH2425'TO THE POINT AND STATION.
 BH2425
 BH2425                          STATION RECOVERY (1946)
 BH2425
 BH2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2425'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BH2425'DISTANCES FROM STATION TO REFERENCE MARKS AND DISTANCE BETWEEN
 BH2425'REFERENCE MARKS WERE MEASURED AND CHECK.
 BH2425
 BH2425                          STATION RECOVERY (1950)
 BH2425
 BH2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2425'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 BH2425'REFERENCE MARK 1 WAS FOUND LYING ON A NARROW BEACH WHERE THE
 BH2425'BANK HAD ERODED.  IT WAS REPLACED WITH REFERENCE MARK 3.  THE
 BH2425'DISTANCE FROM THE STATION TO REFERENCE MARK 2 COULD NOT BE
 BH2425'CHECKED BECAUSE OF HEAVY GROWTH OF UNDERBRUSH.
 BH2425'
 BH2425'THE FOLLOWING CORRECTIONS SHOULD BE MADE- THE HOME OF R. HOLLIMAN NO
 BH2425'LONGER EXISTS, STATION IS NOW 4 FEET E OF A 4- BY 4- INCH
 BH2425'WOODEN WITNESS POST.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 BH2425'
 BH2425'STATION IS ON A POINT OF LAND ON THE N SIDE OF BACK BAY, 2.5 MILES W
 BH2425'OF SHIPYARD POINT.
 BH2425'
 BH2425'STATION MARK IS A STANDARD DISK, STAMPED HOLLIMAN 1935, AND SET IN
 BH2425'THE TOP OF A 10- BY 10-INCH CONCRETE MONCRETE MONUMENT
 BH2425'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 100 YARDS
 BH2425'N OF THE POINT, 45 FEET E OF A LARGE PECAN TREE, AND 4 FEET E
 BH2425'OF A 4- BY 4-INCH WOODEN WITNESS POST.
 BH2425'
 BH2425'ACCORDING TO THE ORIGINAL DESCRIPTION, THE UNDERGROUND MARK IS A
 BH2425'STANDARD DISK SET IN CONCRETE.
 BH2425'
 BH2425'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NO 2 1935 HOLLMAN, AND
 BH2425'SET IN TIP OF A 10- BY 10-INCH CONCRETE MOUNMENT
 BH2425'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS S OF THE STATION, 90
 BH2425'FEET N OF THE S SHORELINE, AND 30 FEET NW OF A 20-INCH
 BH2425'LIVE OAK.
 BH2425'
 BH2425'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NO 3 1950 HOLLIMAN 1935,
 BH2425'AND SET IN THE TOP OF A 10- BY 10-INCH CONCRETE MOUNMENT
 BH2425'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 61.3 FEET E OF THE
 BH2425'STATION AND 16.3 FEET WSW OF THE TOP OF THE BANK OF A SMALL COVE.
 BH2425'
 BH2425'TO REACH FROM THE N END OF THE BRIDGE OVER THE BACK BAY OF BILOXI,
 BH2425'PROCEED 3.7 MILES N ON STATE HIGHWAY 55 TO AN OFFSET CROSS
 BH2425'ROAD WHERE HIGHWAY 55 TURNS N.  TURN LEFT AT CROSS ROAD AND GO 0.5
 BH2425'MILE TO A T INTERSECTION, TURN RIGHT ON GRAVEL ROAD AND GO
 BH2425'0.8 MILE TO A 90-DEGREE TURN TO THE RIGHT.  TURN LEFT ON DIM TRAIL
 BH2425'AND GO 0.15 MILE TO A PECAN GROVE.  PROCEED ON FOOT 0.25 MILE S
 BH2425'TO THE POINT OF LAND AND SITE OF THE STATION.
 BH2425
 BH2425                          STATION RECOVERY (1956)
 BH2425
 BH2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 BH2425'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 BH2425'CONDITION.  REFERENCE MARK 1 WAS PREVIOUSLY DESTROYED.  FOR
 BH2425'PRESENT-DAY RECOVERY, THE DESCRIPTION SHOULD READ AS FOLLOWS-
 BH2425'
 BH2425'STATION IS LOCATED ABOUT 2 MI. NW OF BILOXI, ON A POINT OF LAND ON
 BH2425'THE N SIDE OF THE BACK BAY OF BILOXI, ABOUT 2-1/2 MI. W OF THE
 BH2425'BACK BAY BRIDGE AND STATE HIGHWAY 55-57.  IT IS ON THE PROPERTY OF
 BH2425'MR. W.P. KENNEDY, 247 FT. N OF THE HIGH-WATERLINE OF THE POINT,
 BH2425'110 FT. S OF THE SW CORNER OF A SOD AIRPLANE LANDING STRIP, 61 FT. W
 BH2425'OF AN ERODED EMBANKMENT, AND 4 FT. E OF A WHITE WITNESS
 BH2425'POST.  MARKED BY A STANDARD DISK, STAMPED HOLLIMAN 1935 AND SET IN
 BH2425'THE TOP OF A CONCRETE MONUMENT PROJECTING 2 IN. ABOVE GROUND.
 BH2425'
 BH2425'ACCORDING TO THE ORIGINAL DESCRIPTION, THE UNDERGROUND MARK IS A
 BH2425'STANDARD DISK, SET IN CONCRETE.
 BH2425'
 BH2425'REFERENCE MARK 2 IS 137.60 FT. S OF THE STATION, 130 FT. N OF THE
 BH2425'HIGH-WATERLINE OF THE POINT, AND 41 FT. N-NW OF A 30-IN. LIVE
 BH2425'OAK TREE.  MARKED BY A STANDARD DISK, STAMPED NO 2 1935 HOLLIMAN AND
 BH2425'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2 IN.
 BH2425'ABOVE GROUND.
 BH2425'
 BH2425'REFERENCE MARK 3 IS 61.3 FT. E-SE OF THE STATION, AND 6 FT. W OF AN
 BH2425'ERODED EMBANKMENT.  MARKED BY A STANDARD DISK, STAMPED NO 3
 BH2425'1950 HOLLIMAN 1935 AND SET IN THE TOP OF A CONCRETE MONUMENT
 BH2425'PROJECTING 6 IN. ABOVE GROUND.
 BH2425'
 BH2425'TO REACH FROM THE N END OF THE BRIDGE OVER THE BACK BAY OF BILOXI, GO
 BH2425'N ON STATE HIGHWAY 55-57 FOR 0.2 MI. TO THE TRAFFIC LIGHT AT
 BH2425'FIVE POINTS, TURN LEFT AND GO W AND NW FOR 0.7 MI. TO BAYSHORE DRIVE,
 BH2425'TURN LEFT (S) AND GO 0.1 MI.  TO A SIDE ROAD RIGHT, TURN RIGHT
 BH2425'AND CONTINUE IN A GENERAL W DIRECTION FOLLOWING THE MAIN ROAD FOR 2.1
 BH2425'MI. TO A RIGHT TURN IN THE ROAD AND A SIDE ROAD LEFT IMMEDIATELY
 BH2425'AFTER THE TURN, TURN LEFT ON THE SIDE ROAD (W) AND GO 0.2 MI. TO A
 BH2425'LEFT TURN IN ROAD, TURN LEFT (S) AND GO 0.5 MI. TO A RIGHT TURN IN
 BH2425'THE ROAD AND A GATE ON THE LEFT, TURN LEFT THROUGH THE
 BH2425'GATE (E) AND GO 0.1 MI. TO THE SOD AIRPLANE LANDING STRIP ON THE
 BH2425'RIGHT, TURN RIGHT AND FOLLOW THE LANDING STRIP FOR 0.3
 BH2425'MI. TO ITS S END AND THE STATION 110 FT. AHEAD.
 BH2425
 BH2425                          STATION RECOVERY (1959)
 BH2425
 BH2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH2425'STATION AND RM 3 RECOVERED IN GOOD CONDITION.  RM 2 WAS NOT FOUND BUT
 BH2425'IS PROBABLY IN PLACE AND COVERED BY UNDER BRUSH.
 BH2425'
 BH2425'THE 1950 RECOVERY NOTE IS ADEQUATE FOR RECOVERY.
 BH2425
 BH2425                          STATION RECOVERY (1970)
 BH2425
 BH2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RPH)
 BH2425'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 2 AND
 BH2425'3 WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 3 IS
 BH2425'PRESUMED LOST AS THE BANK IS ERODED BEYOND THE PROJECTED POSITION OF
 BH2425'THE REFERENCE MARK.  THE WITNESS MARK IS GONE AND THE AREA IS
 BH2425'OVERGROWN WITH UNDERBRUSH- A TEMPORARY WITNESS POST CONSISTING OF A
 BH2425'WHITE FLAG AND 6 FT.  STAKE WERE LEFT OVER THE MARK.
 BH2425'
 BH2425'STATION IS MOST EASILY REACHED BY BOAT BUT TO REACH BY HJB IN 1956 IS
 BH2425'ADEQUATE FOR RECOVERY.
 BH2425
 BH2425                          STATION RECOVERY (1972)
 BH2425
 BH2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH2425'THE STATION WAS VISITED 7-27-72 AND THE STATION MARK AND REFERENCE
 BH2425'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 BH2425'NO. 3 WAS FOUND DESTROYED.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT
 BH2425'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 BH2425'
 BH2425'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BILOXI ON DAMPHMAN
 BH2425'PT. 6.2 MILES NORTHEAST OF HANDSBORO, AT THE NORTHWEST SHORE
 BH2425'OF THE BACK BAY OF BILOXI, 2.5 MILES WEST OF THE BACK BAY BRIDGE ON
 BH2425'STATE HIGHWAY 57, ACROSS THE BAY FROM THE WEST SIDE OF KEESLER
 BH2425'A.F.B., IN THE NE1/4 OF SECTION 24, T 7 S, R 10W, ON LAND OWNED BY
 BH2425'MR. KENNEDY. IT IS 240 FEET NORTH OF THE HIGH WATER LINE AT THE
 BH2425'POINT, 52 FEET WEST OF AN ERODED BANK, 110 FEET SOUTH OF THE
 BH2425'SOUTHWEST CORNER OF A GRASS AIR STRIP, AND 1 FOOT WEST OF A
 BH2425'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 BH2425'HOLLIMAN 1935, PROJECTING 4 INCHES.
 BH2425'
 BH2425'REFERENCE MARK NO. 2 IS 137.62 FEET SOUTH OF THE STATION.  IT IS
 BH2425'ABOUT 130 FEET NORTH OF THE POINT OF LAND IN THE BAY, 40 FEET
 BH2425'NORTHWEST OF A 3-FOOT OAK TREE, 17.5 FEET NORTH OF A 12 INCH LIVE OAK
 BH2425'TREE, 25.5 FEET NORTHEAST OF A 14-INCH PINE TREE, AND 1 FOOT
 BH2425'NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 BH2425'HOLLIMAN 1935 NO. 2 , FLUSH WITH THE GROUND.
 BH2425'
 BH2425'REFERENCE MARK NO. 4 IS 43.05 FEET WEST OF THE STATION, 95 FEET WEST
 BH2425'OF THE ERODED BAND OF THE BAY, 9.2 FEET SOUTHEAST OF A PECAN TREE,
 BH2425'AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 BH2425'DISK, STAMPED HOLLIMAN NO 4 1935 1972, PROJECTING 3 INCHES.
 BH2425'
 BH2425'NO AZIMUTH WAS ESTABLISHED FOR THE STATION.  THE CENTER LIGHT OF THE
 BH2425'DRAWSPAN ON ST. HY. 57 BRIDGE CAN BE USED FOR THE AZIMUTH.
 BH2425'
 BH2425'TO REACH FROM THE INTERSECTION OF I-10 AND STATE HIGHWAY 67 AND 15,
 BH2425'NORTH OF BACK BAY OF BILOXI, GO SOUTH ON STATE HIGHWAYS 67 AND
 BH2425'15, FOR 0.45 MILE TO CEDAR LAKE ROAD, TURN RIGHT AND GO WEST ON CEDAR
 BH2425'LAKE ROAD, FOR 2.15 MILES TO AN OFFSET CROSSROAD, TURN LEFT AND
 BH2425'GO SOUTH ON A BLACK TOP ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT, JUST
 BH2425'BEFORE THE ROAD CURVES DUE EAST, TURN RIGHT AND GO WEST AND
 BH2425'SOUTH FOR 0.75 MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST ON
 BH2425'A BLACK TOP ROAD FOR 0.1 MILE TO A TRACK ROAD RIGHT ABOUT 100 YARDS
 BH2425'BEFORE REACHING A T INTERSECTION, TURN RIGHT AND GO SOUTH ON
 BH2425'TRACK ROAD AND AIR STRIP FOR 0.3 MILES TO THE SOUTH END OF THE AIR
 BH2425'STRIP AND THE STATION ON THE RIGHT.
 BH2425'
 BH2425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHWEST
 BH2425'OF BILOXI.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7824 ***********************************************************************
 AJ7824  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7824  DESIGNATION -  HOLLAND
 AJ7824  PID         -  AJ7824
 AJ7824  STATE/COUNTY-  MS/LAFAYETTE
 AJ7824  USGS QUAD   -  BAGLEY LAKE (1980)
 AJ7824
 AJ7824                         *CURRENT SURVEY CONTROL
 AJ7824  ___________________________________________________________________
 AJ7824* NAD 83(2007)-  34 25 44.65387(N)    089 23 34.57384(W)     ADJUSTED  
 AJ7824* NAVD 88     -       124.0    (meters)     407.     (feet)  GPS OBS   
 AJ7824  ___________________________________________________________________
 AJ7824  EPOCH DATE  -        2002.00
 AJ7824  X           -      55,799.620 (meters)                     COMP
 AJ7824  Y           -  -5,266,280.512 (meters)                     COMP
 AJ7824  Z           -   3,585,859.698 (meters)                     COMP
 AJ7824  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AJ7824  ELLIP HEIGHT-          97.203 (meters)          (02/10/07) ADJUSTED
 AJ7824  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AJ7824
 AJ7824  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7824  Type    PID    Designation                      North   East  Ellip
 AJ7824  -------------------------------------------------------------------
 AJ7824  NETWORK AJ7824 HOLLAND                           0.57   0.59   2.37
 AJ7824  -------------------------------------------------------------------
 AJ7824
 AJ7824.The horizontal coordinates were established by GPS observations
 AJ7824.and adjusted by the National Geodetic Survey in February 2007.
 AJ7824
 AJ7824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7824.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7824.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7824.The epoch date for horizontal control is a decimal equivalence
 AJ7824.of Year/Month/Day.
 AJ7824
 AJ7824.The orthometric height was determined by GPS observations and a
 AJ7824.high-resolution geoid model.
 AJ7824
 AJ7824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7824
 AJ7824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7824
 AJ7824.The ellipsoidal height was determined by GPS observations
 AJ7824.and is referenced to NAD 83.
 AJ7824
 AJ7824.The geoid height was determined by GEOID03.
 AJ7824
 AJ7824;                    North         East     Units Scale Factor Converg.
 AJ7824;SPC MS E     -   546,682.047   248,564.779   MT  0.99998260   -0 18 59.0
 AJ7824;SPC MS E     - 1,793,572.68    815,499.61   sFT  0.99998260   -0 18 59.0
 AJ7824;UTM  16      - 3,812,329.158   280,111.469   MT  1.00019602   -1 21 12.5
 AJ7824
 AJ7824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7824!SPC MS E     -   0.99998474  x   0.99998260  =   0.99996734
 AJ7824!UTM  16      -   0.99998474  x   1.00019602  =   1.00018076
 AJ7824
 AJ7824                          SUPERSEDED SURVEY CONTROL
 AJ7824
 AJ7824  ELLIP H (04/15/02)   97.208  (m)                       GP(       ) 4 2
 AJ7824  NAD 83(1993)-  34 25 44.65355(N)    089 23 34.57346(W) AD(       ) B
 AJ7824  ELLIP H (02/15/02)   97.208  (m)                       GP(       ) 4 1
 AJ7824
 AJ7824.Superseded values are not recommended for survey control.
 AJ7824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7824.See file dsdata.txt to determine how the superseded data were derived.
 AJ7824
 AJ7824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8011112329(NAD 83)
 AJ7824_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7824_STAMPING: HOLLAND 2001
 AJ7824_MARK LOGO: NGS   
 AJ7824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7824+STABILITY: SURFACE MOTION
 AJ7824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7824+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ7824
 AJ7824  HISTORY     - Date     Condition        Report By
 AJ7824  HISTORY     - 2001     MONUMENTED       MSHD
 AJ7824
 AJ7824                          STATION DESCRIPTION
 AJ7824
 AJ7824'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2001
 AJ7824'THE STATION IS LOCATED AT THE UNIVERSITY OF MISSISSIPPI BIOLOGICAL
 AJ7824'FIELD STATION SITE NORTHEAST OF OXFORD, MS.  TO REACH FROM THE
 AJ7824'INTERSECTION OF ROUTES 6 AND 7 SOUTHEAST OF TOWN, DRIVE NORTH ON RTE 7
 AJ7824'FOR 2.3 MI (3.7 KM) TO THE RTE 30 EXIT, EXIT RIGHT AND PROCEED ON RTE
 AJ7824'30 APPROX. 1.5 MI (2.4 KM) TO THE INTERSECTION WITH CR 215. TURN LEFT
 AJ7824'ON CR 215, FOLLOWING A SIGN POINTING TOWARD THE BIOLOGICAL FIELD
 AJ7824'STATION, AND CONTINUE ON CR 215 FOR 1.8 MI (2.9 KM) TO CR 202. TURN
 AJ7824'RIGHT ON CR 202 AND CONTINUE FOR 4.8 MI (7.7 KM) TO THE ENTRANCE TO
 AJ7824'THE FIELD STATION/CR 2078 ON THE RIGHT.  TURN RIGHT INTO THE FIELD
 AJ7824'STATION AND PROCEED 0.15 MI (0.24 KM) TO A PAVED SIDE ROAD RIGHT, TURN
 AJ7824'RIGHT, THROUGH A GATE, AND CONTINUE AHEAD AND DOWN HILL ABOUT 0.3 MI
 AJ7824'(0.5 KM) TO THE BOTTOM AND A T INTERSECTION AT THE PONDS.  THE STATION
 AJ7824'IS ON THE RIGHT.  THE STATION IS 44 M (144.4 FT) TO THE WEST OF THE
 AJ7824'PAVED ROAD AND 11 M (36.1 FT) NORTH OF THE NORTH EDGE OF THE
 AJ7824'PERPENDICULAR GRAVEL DRIVE RUNNING ALONG THE NORTH SIDE OF THE PONDS.
 AJ7824'IT IS ALSO 26.2 M (86.0 FT) WEST OF A POWER POLE WITH 2 CROSS TREES
 AJ7824'AND 2 GUYS, AND 24.5 M (80.4 FT) SOUTHEAST OF THE SE CORNER POST OF A
 AJ7824'CHAIN LINK FENCE ENCLOSING A METEOROLOGICAL INSTRUMENT INSTALLATION.
 AJ7824'THE STATION MARK IS AN NGS DISK SET IN THE TOP OF A NOMINALLY ROUND
 AJ7824'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1498 ***********************************************************************
 DK1498  DESIGNATION -  HOLLANDALE AZ MK RESET
 DK1498  PID         -  DK1498
 DK1498  STATE/COUNTY-  MS/WASHINGTON
 DK1498  USGS QUAD   -  HOLLANDALE (1968)
 DK1498
 DK1498                         *CURRENT SURVEY CONTROL
 DK1498  ___________________________________________________________________
 DK1498* NAD 83(2007)-  33 08 49.21827(N)    090 49 40.15529(W)     ADJUSTED  
 DK1498* NAVD 88     -        35.033  (meters)     114.94   (feet)  ADJUSTED  
 DK1498  ___________________________________________________________________
 DK1498  EPOCH DATE  -        2002.00
 DK1498  X           -     -77,231.395 (meters)                     COMP
 DK1498  Y           -  -5,345,026.922 (meters)                     COMP
 DK1498  Z           -   3,467,625.405 (meters)                     COMP
 DK1498  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DK1498  ELLIP HEIGHT-           8.648 (meters)          (02/15/08) ADJUSTED
 DK1498  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK1498  DYNAMIC HT  -          34.997 (meters)     114.82  (feet)  COMP
 DK1498  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DK1498
 DK1498  HORZ ORDER  -  FIRST
 DK1498  VERT ORDER  -  SECOND    CLASS 0
 DK1498  ELLP ORDER  -  FOURTH    CLASS II
 DK1498
 DK1498.The horizontal coordinates were established by GPS observations
 DK1498.and adjusted by the EMC INCORPORATED in February 2008.
 DK1498
 DK1498.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1498.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1498.The horizontal coordinates are valid at the epoch date displayed above.
 DK1498.The epoch date for horizontal control is a decimal equivalence
 DK1498.of Year/Month/Day.
 DK1498
 DK1498.The orthometric height was determined by differential leveling
 DK1498.and adjusted in June 1991.
 DK1498
 DK1498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1498
 DK1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1498
 DK1498.The ellipsoidal height was determined by GPS observations
 DK1498.and is referenced to NAD 83.
 DK1498
 DK1498.The geoid height was determined by GEOID03.
 DK1498
 DK1498.The dynamic height is computed by dividing the NAVD 88
 DK1498.geopotential number by the normal gravity value computed on the
 DK1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1498.degrees latitude (g = 980.6199 gals.).
 DK1498
 DK1498.The modeled gravity was interpolated from observed gravity values.
 DK1498
 DK1498;                    North         East     Units Scale Factor Converg.
 DK1498;SPC MS W     -   404,451.111   653,867.407   MT  0.99997623   -0 16 13.4
 DK1498;SPC MS W     - 1,326,936.69  2,145,229.98   sFT  0.99997623   -0 16 13.4
 DK1498;UTM  15      - 3,669,684.644   702,598.415   MT  1.00010611   +1 11 17.3
 DK1498
 DK1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1498!SPC MS W     -   0.99999864  x   0.99997623  =   0.99997487
 DK1498!UTM  15      -   0.99999864  x   1.00010611  =   1.00010475
 DK1498
 DK1498                          SUPERSEDED SURVEY CONTROL
 DK1498
 DK1498  NAVD 88 (02/15/08)   35.03   (m)          114.9    (f) LEVELING    3  
 DK1498  NGVD 29 (??/??/??)   35.107  (m)          115.18   (f) ADJUSTED    2 0
 DK1498
 DK1498.Superseded values are not recommended for survey control.
 DK1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1498.See file dsdata.txt to determine how the superseded data were derived.
 DK1498
 DK1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0259869685(NAD 83)
 DK1498_MARKER: DZ = AZIMUTH MARK DISK
 DK1498_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK1498_SP_SET: SET IN ABUTMENT OR PIER OF LARGE
 DK1498_STAMPING: HOLLANDALE 1939 RESET 1958
 DK1498_MARK LOGO: CGS   
 DK1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1498+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 DK1498
 DK1498  HISTORY     - Date     Condition        Report By
 DK1498  HISTORY     - 1958     MONUMENTED       CGS
 DK1498  HISTORY     - 1970     GOOD             MSHD
 DK1498  HISTORY     - 20000228 GOOD             MSHD
 DK1498  HISTORY     - 20070128 GOOD             EMCINC
 DK1498
 DK1498                          STATION DESCRIPTION
 DK1498
 DK1498'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 DK1498'2.25 MI SE FROM HOLLANDALE.
 DK1498'THE MARK IS LOCATED 2.25 MILES SOUTHEAST OF HOLLANDALE IN THE NORTH
 DK1498'END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE NEAR THE CENTER OF
 DK1498'SECTION 16, T15N, R6W.  IT IS 0.6 MILE EAST NORTHEAST OF THE STATION,
 DK1498'10 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD.  IT IS SET IN A DRILL
 DK1498'HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE AND IS
 DK1498'ABOUT 2.5 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- TO REACH THE MARK
 DK1498'FROM THE U.S. POST OFFICE IN HOLLANDALE GO SOUTHEAST ON EAST AVENUE
 DK1498'(OLD U.S. HIGHWAY 61) FOR 0.75 MILE TO THE INTERSECTION OF NEW U.S.
 DK1498'HIGHWAY 61.  CONTINUE SOUTHEAST ON OLD U.S. HIGHWAY 61 FOR 0.5 MILE
 DK1498'LEFT.  TURN LEFT AND CONTINUE EAST ON A BLACK TOP ROAD FOR 1.35 MILES
 DK1498'TO A CONCRETE BRIDGE, AND THE MARK IS ON THE LEFT.
 DK1498
 DK1498                          STATION RECOVERY (2000)
 DK1498
 DK1498'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK1498'RECOVERED AS DESCRIBED.
 DK1498
 DK1498                          STATION RECOVERY (2007)
 DK1498
 DK1498'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1871 ***********************************************************************
 DK1871  DESIGNATION -  HOLLANDALE DEER CR COMP CO TK
 DK1871  PID         -  DK1871
 DK1871  STATE/COUNTY-  MS/WASHINGTON
 DK1871  USGS QUAD   -  HOLLANDALE (1968)
 DK1871
 DK1871                         *CURRENT SURVEY CONTROL
 DK1871  ___________________________________________________________________
 DK1871* NAD 83(1993)-  33 09 53.07422(N)    090 51 21.24885(W)     ADJUSTED  
 DK1871* NAVD 88     -              **(meters)            **(feet)            
 DK1871  ___________________________________________________________________
 DK1871  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DK1871  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK1871  HORZ ORDER  -  THIRD
 DK1871
 DK1871.The horizontal coordinates were established by classical geodetic methods
 DK1871.and adjusted by the National Geodetic Survey in May 1994.
 DK1871
 DK1871
 DK1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1871
 DK1871.The geoid height was determined by GEOID03.
 DK1871
 DK1871;                    North         East     Units Scale Factor Converg.
 DK1871;SPC MS W     -   406,431.007   651,257.359   MT  0.99997928   -0 17 09.2
 DK1871;SPC MS W     - 1,333,432.40  2,136,666.85   sFT  0.99997928   -0 17 09.2
 DK1871;UTM  15      - 3,671,597.682   699,938.483   MT  1.00009290   +1 10 23.9
 DK1871
 DK1871                          SUPERSEDED SURVEY CONTROL
 DK1871
 DK1871  NAD 83(1986)-  33 09 53.08613(N)    090 51 21.24348(W) AD(       ) 4
 DK1871  NAD 27      -  33 09 52.65000(N)    090 51 20.88300(W) AD(       ) 3
 DK1871
 DK1871.Superseded values are not recommended for survey control.
 DK1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1871.See file dsdata.txt to determine how the superseded data were derived.
 DK1871
 DK1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9993871598(NAD 83)
 DK1871_MARKER: 53 = ELEVATED TANK
 DK1871
 DK1871  HISTORY     - Date     Condition        Report By
 DK1871  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1871  HISTORY     - 1958     GOOD             CGS
 DK1871  HISTORY     - 1967     GOOD             MSHD
 DK1871
 DK1871                          STATION DESCRIPTION
 DK1871
 DK1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1871'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  AS THIS
 DK1871'STATION HAS NOT BEEN PREVIOUSLY DESCRIBED, FOLLOWING IS A
 DK1871'COMPLETE DESCRIPTION.  THE STATION IS THE FINIAL ON THE APEX
 DK1871'OF THE TANK.  IT IS LOCATED IN THE SOUTHERN EDGE OF HOLLANDALE,
 DK1871'0.4 MILE WEST OF U.S. HIGHWAY 61.  IT IS AN ELEVATED TANK
 DK1871'SUPPORTED BY A FOUR LEGGED STEEL, SKELETON FRAMEWORK, PAINTED
 DK1871'ALUMINUM AND 90 FEET HIGH.
 DK1871
 DK1871                          STATION RECOVERY (1967)
 DK1871
 DK1871'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1871'THE STATION WAS VISITED 5-22-67 AND THE STATION WAS FOUND IN GOOD
 DK1871'CONDITION.
 DK1871'
 DK1871'THE STATION IS THE FINIAL APEX OF THE TANK.  IT IS AN ELEVATED TANK
 DK1871'SUPPORTED BY A FOUR LEGGED STEEL, SKELETON FRAMEWORK, PAINTED
 DK1871'ALUMINUM WITH AN OVERALL HEIGHT OF 90 FEET.  IT IS LOCATED ON THE
 DK1871'COMPANY GROUNDS APPROXIMATELY 0.3 MILE SOUTHWEST OF HOLLANDALE IN
 DK1871'THE NORTHEAST 1/4 OF SECTION 7, T 15N, R 6W.
 DK1871'
 DK1871'TO REACH FROM THE U.S. POST OFFICE IN HOLLANDALE, GO SOUTHEST ON EAST
 DK1871'AVENUE (OLD U.S. HIGHWAY 61) FOR 0.2 MILE TO THE INTERSECTION OF
 DK1871'GOLDSTEIN STREET.  TURN RIGHT (WEST SOUTHWEST) AND CONTINUE ON
 DK1871'GOLDSTEIN STREET FOR 0.2 MILE TO THE TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1873 ***********************************************************************
 DK1873  DESIGNATION -  HOLLANDALE MISS OIL CO TANK
 DK1873  PID         -  DK1873
 DK1873  STATE/COUNTY-  MS/WASHINGTON
 DK1873  USGS QUAD   -  HOLLANDALE (1968)
 DK1873
 DK1873                         *CURRENT SURVEY CONTROL
 DK1873  ___________________________________________________________________
 DK1873* NAD 83(1993)-  33 10 24.56594(N)    090 51 31.83897(W)     ADJUSTED  
 DK1873* NAVD 88     -              **(meters)            **(feet)            
 DK1873  ___________________________________________________________________
 DK1873  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DK1873  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DK1873  HORZ ORDER  -  THIRD
 DK1873
 DK1873.The horizontal coordinates were established by classical geodetic methods
 DK1873.and adjusted by the National Geodetic Survey in May 1994.
 DK1873
 DK1873
 DK1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1873
 DK1873.The geoid height was determined by GEOID03.
 DK1873
 DK1873;                    North         East     Units Scale Factor Converg.
 DK1873;SPC MS W     -   407,402.533   650,987.837   MT  0.99997961   -0 17 15.2
 DK1873;SPC MS W     - 1,336,619.81  2,135,782.60   sFT  0.99997961   -0 17 15.2
 DK1873;UTM  15      - 3,672,562.137   699,644.273   MT  1.00009145   +1 10 19.1
 DK1873
 DK1873                          SUPERSEDED SURVEY CONTROL
 DK1873
 DK1873  NAD 83(1986)-  33 10 24.57784(N)    090 51 31.83348(W) AD(       ) 4
 DK1873  NAD 27      -  33 10 24.14300(N)    090 51 31.47400(W) AD(       ) 3
 DK1873
 DK1873.Superseded values are not recommended for survey control.
 DK1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1873.See file dsdata.txt to determine how the superseded data were derived.
 DK1873
 DK1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9964472562(NAD 83)
 DK1873_MARKER: 53 = ELEVATED TANK
 DK1873
 DK1873  HISTORY     - Date     Condition        Report By
 DK1873  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1873  HISTORY     - 1958     GOOD             CGS
 DK1873  HISTORY     - 1967     GOOD             MSHD
 DK1873
 DK1873                          STATION DESCRIPTION
 DK1873
 DK1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1873'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  AS THIS
 DK1873'STATION HAS NOT BEEN PREVIOUSLY DESCRIBED, FOLLOWING IS A
 DK1873'COMPLETE DESCRIPTION.  THE STATION IS THE FINIAL ON THE APEX
 DK1873'OF THE TANK.  IT IS LOCATED IN THE NORTHWEST SECTION OF HOLLANDALE
 DK1873'NEAR THE BUILDINGS OF THE MISSISSIPPI OIL MILLS CO.  IT IS AN
 DK1873'ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL, SKELETON
 DK1873'FRAMEWORK, PAINTED ALUMINUM AND 105 FEET HIGH.
 DK1873
 DK1873                          STATION RECOVERY (1967)
 DK1873
 DK1873'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1873'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD
 DK1873'CONDITION.
 DK1873'
 DK1873'THE STATION IS THE FINIAL APEX OF THE TANK.  IT IS AN ELEVATED TANK
 DK1873'SUPPORTED BY A FOUR LEGGED STEEL, SKELETON FRAME WORK, PAINTED
 DK1873'ALUMINUM WITH AN OVERALL HEIGHT OF 105 FEET.  IT IS LOCATED
 DK1873'APPROXIMATELY 0.4 MILE NORTHWEST OF HOLLANDALE ON THE GROUNDS AND
 DK1873'NEAR THE BUILDINGS OF THE MISSISSIPPI OIL MILLS COMPANY,
 DK1873'APPROXIMATELY 100 FEET EAST NORTHEAST OF WEST AVENUE IN THE
 DK1873'SOUTHWEST 1/4 OF SECTION 6, T15N, R 6W.
 DK1873'
 DK1873'TO REACH FROM THE U.S. POST OFFICE IN HOLLANDALE, GO NORTHWEST ON
 DK1873'EAST AVENUE FOR 0.05 MILE TO THE INTERSECTION OF WASHINGTON AVENUE.
 DK1873'TURN LEFT (WEST) AND CONTINUE ON WASHINGTON AVENUE FOR 0.2 MILE TO
 DK1873'THE INTERSECTION OF WEST AVENUE.  TURN RIGHT (NORTHWEST) AND CONTINUE
 DK1873'ON WEST AVENUE FOR 0.4 MILE TO THE TANK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1872 ***********************************************************************
 DK1872  DESIGNATION -  HOLLANDALE MUNICIPAL TANK
 DK1872  PID         -  DK1872
 DK1872  STATE/COUNTY-  MS/WASHINGTON
 DK1872  USGS QUAD   -  HOLLANDALE (1968)
 DK1872
 DK1872                         *CURRENT SURVEY CONTROL
 DK1872  ___________________________________________________________________
 DK1872* NAD 83(1993)-  33 10 40.76053(N)    090 51 28.32360(W)     ADJUSTED  
 DK1872* NAVD 88     -              **(meters)            **(feet)            
 DK1872  ___________________________________________________________________
 DK1872  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DK1872  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1872  HORZ ORDER  -  THIRD
 DK1872
 DK1872.The horizontal coordinates were established by classical geodetic methods
 DK1872.and adjusted by the National Geodetic Survey in May 1994.
 DK1872
 DK1872
 DK1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1872
 DK1872.The geoid height was determined by GEOID03.
 DK1872
 DK1872;                    North         East     Units Scale Factor Converg.
 DK1872;SPC MS W     -   407,900.978   651,081.411   MT  0.99997949   -0 17 13.4
 DK1872;SPC MS W     - 1,338,255.13  2,136,089.60   sFT  0.99997949   -0 17 13.4
 DK1872;UTM  15      - 3,673,062.860   699,725.128   MT  1.00009185   +1 10 21.5
 DK1872
 DK1872                          SUPERSEDED SURVEY CONTROL
 DK1872
 DK1872  NAD 83(1986)-  33 10 40.77236(N)    090 51 28.31811(W) AD(       ) 4
 DK1872  NAD 27      -  33 10 40.33200(N)    090 51 27.95600(W) AD(       ) 3
 DK1872
 DK1872.Superseded values are not recommended for survey control.
 DK1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1872.See file dsdata.txt to determine how the superseded data were derived.
 DK1872
 DK1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9972573063(NAD 83)
 DK1872_MARKER: 53 = ELEVATED TANK
 DK1872
 DK1872  HISTORY     - Date     Condition        Report By
 DK1872  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1872  HISTORY     - 1958     GOOD             CGS
 DK1872
 DK1872                          STATION DESCRIPTION
 DK1872
 DK1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1872'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 DK1872'TANK OF HOLLANDALE.  IT IS LOCATED ON THE NORTH SIDE OF WEST
 DK1872'BEE BEE AVENUE, 0.1 MILE WEST OF EAST AVENUE NORTH (U.S.
 DK1872'HIGHWAY 61), IN THE NORTHWEST SECTION OF TOWN.  THE TANK IS
 DK1872'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  OVERALL HEIGHT
 DK1872'IS ABOUT 150 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 DK1872'PAINTED ALUMINUM.  THE NAME HALLANDALE IS PAINTED IN BLACK
 DK1872'ON THE SOUTH AND EAST SIDES OF THE TANK.
 DK1872
 DK1872                          STATION RECOVERY (1958)
 DK1872
 DK1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1872'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1867 ***********************************************************************
 DK1867  DESIGNATION -  HOLLANDALE RESET
 DK1867  PID         -  DK1867
 DK1867  STATE/COUNTY-  MS/WASHINGTON
 DK1867  USGS QUAD   -  HOLLANDALE (1968)
 DK1867
 DK1867                         *CURRENT SURVEY CONTROL
 DK1867  ___________________________________________________________________
 DK1867* NAD 83(1993)-  33 08 40.49453(N)    090 50 19.55873(W)     ADJUSTED  
 DK1867* NAVD 88     -        37.79   (+/-2cm)     124.0    (feet)  VERTCON   
 DK1867  ___________________________________________________________________
 DK1867  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DK1867  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1867  HORZ ORDER  -  FIRST
 DK1867  VERT ORDER  -  THIRD ? (See Below)
 DK1867
 DK1867.The horizontal coordinates were established by classical geodetic methods
 DK1867.and adjusted by the National Geodetic Survey in May 1994.
 DK1867
 DK1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1867.The vertical order pertains to the NGVD 29 superseded value.
 DK1867
 DK1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1867
 DK1867.The geoid height was determined by GEOID03.
 DK1867
 DK1867;                    North         East     Units Scale Factor Converg.
 DK1867;SPC MS W     -   404,187.236   652,844.963   MT  0.99997741   -0 16 34.9
 DK1867;SPC MS W     - 1,326,070.96  2,141,875.52   sFT  0.99997741   -0 16 34.9
 DK1867;UTM  15      - 3,669,394.794   701,582.889   MT  1.00010104   +1 10 55.4
 DK1867
 DK1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1867!SPC MS W     -   0.99999821  x   0.99997741  =   0.99997562
 DK1867!UTM  15      -   0.99999821  x   1.00010104  =   1.00009925
 DK1867
 DK1867|---------------------------------------------------------------------|
 DK1867| PID    Reference Object                     Distance      Geod. Az  |
 DK1867|                                                           dddmmss.s |
 DK1867| DK1496 HOLLANDALE RM 3                      15.755 METERS 00038     |
 DK1867| AI2932 HOLLANDALE RM 1                      15.832 METERS 00039     |
 DK1867| DK1498 HOLLANDALE AZ MK RESET              APPROX. 1.1 KM 0751610.5 |
 DK1867| DK1497 HOLLANDALE RM 2                      24.534 METERS 23844     |
 DK1867| AI2933 HOLLANDALE AZ MK                                   3065601.0 |
 DK1867| DK1495 TBM B 387 USE                                      3172720.2 |
 DK1867| DK1871 HOLLANDALE DEER CR COMP CO TK       APPROX. 2.7 KM 3242630.7 |
 DK1867| DK1873 HOLLANDALE MISS OIL CO TANK         APPROX. 3.7 KM 3294247.7 |
 DK1867| DK1872 HOLLANDALE MUNICIPAL TANK           APPROX. 4.1 KM 3341918.5 |
 DK1867| DK1874 ESTILL MID VALLEY PL CO MAST        APPROX. 8.3 KM 3373858.3 |
 DK1867| DK1870 ESTILL BOLAND PLANTING CO MAST      APPROX. 7.8 KM 3541330.9 |
 DK1867|---------------------------------------------------------------------|
 DK1867
 DK1867                          SUPERSEDED SURVEY CONTROL
 DK1867
 DK1867  NAD 83(1986)-  33 08 40.50638(N)    090 50 19.55330(W) AD(       ) 1
 DK1867  NAD 27      -  33 08 40.06900(N)    090 50 19.19500(W) AD(       ) 1
 DK1867  NGVD 29 (07/19/86)   37.86   (m)          124.2    (f) LEVELING    3  
 DK1867
 DK1867.Superseded values are not recommended for survey control.
 DK1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1867.See file dsdata.txt to determine how the superseded data were derived.
 DK1867
 DK1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0158369395(NAD 83)
 DK1867_MARKER: DS = TRIANGULATION STATION DISK
 DK1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1867_STAMPING: HOLLANDALE 1939 1984
 DK1867_MARK LOGO: NGS   
 DK1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1867+STABILITY: SURFACE MOTION
 DK1867
 DK1867  HISTORY     - Date     Condition        Report By
 DK1867  HISTORY     - 1982     MONUMENTED       NGS
 DK1867
 DK1867                          STATION DESCRIPTION
 DK1867
 DK1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DK1867'THE STATION UNDERGROUND MARK, REFERENCE MARKS NO 2 AND NO 3 AND THE
 DK1867'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2
 DK1867'HAD BEEN HIT BY FARM EQUIPMENT, BUT IS SOLID IN PLACE.  TBM B-387
 DK1867'(USE) WAS SEARCHED FOR BUT NOT FOUND.  THE STATION UNDERGROUND MARK
 DK1867'WAS LOWERED IN PLACE AND THE SURFACE MARK WAS RESET AT THIS DATE.  IT
 DK1867'IS STAMPED---HOLLANDALE 1939 1984---SET IN SQUARE CONCRETE POST, 2
 DK1867'INCHES BELOW SURFACE OF GROUND.  THE 1967 DESCRIPTION IS ADEQUATE AND
 DK1867'COMPLETE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1497 ***********************************************************************
 DK1497  DESIGNATION -  HOLLANDALE RM 2
 DK1497  PID         -  DK1497
 DK1497  STATE/COUNTY-  MS/WASHINGTON
 DK1497  USGS QUAD   -  HOLLANDALE (1968)
 DK1497
 DK1497                         *CURRENT SURVEY CONTROL
 DK1497  ___________________________________________________________________
 DK1497* NAD 83(2007)-  33 08 40.09308(N)    090 50 20.36247(W)     ADJUSTED  
 DK1497* NAVD 88     -        35.187  (meters)     115.44   (feet)  ADJUSTED  
 DK1497  ___________________________________________________________________
 DK1497  EPOCH DATE  -        2002.00
 DK1497  X           -     -78,275.552 (meters)                     COMP
 DK1497  Y           -  -5,345,165.607 (meters)                     COMP
 DK1497  Z           -   3,467,390.120 (meters)                     COMP
 DK1497  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DK1497  ELLIP HEIGHT-           8.823 (meters)          (02/15/08) ADJUSTED
 DK1497  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1497  DYNAMIC HT  -          35.150 (meters)     115.32  (feet)  COMP
 DK1497  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DK1497
 DK1497  HORZ ORDER  -  FIRST
 DK1497  VERT ORDER  -  SECOND    CLASS 0
 DK1497  ELLP ORDER  -  FOURTH    CLASS II
 DK1497
 DK1497.The horizontal coordinates were established by GPS observations
 DK1497.and adjusted by the EMC INCORPORATED in February 2008.
 DK1497
 DK1497.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK1497.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK1497.The horizontal coordinates are valid at the epoch date displayed above.
 DK1497.The epoch date for horizontal control is a decimal equivalence
 DK1497.of Year/Month/Day.
 DK1497
 DK1497.The orthometric height was determined by differential leveling
 DK1497.and adjusted in June 1991.
 DK1497
 DK1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1497
 DK1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1497
 DK1497.The ellipsoidal height was determined by GPS observations
 DK1497.and is referenced to NAD 83.
 DK1497
 DK1497.The geoid height was determined by GEOID03.
 DK1497
 DK1497.The dynamic height is computed by dividing the NAVD 88
 DK1497.geopotential number by the normal gravity value computed on the
 DK1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1497.degrees latitude (g = 980.6199 gals.).
 DK1497
 DK1497.The modeled gravity was interpolated from observed gravity values.
 DK1497
 DK1497;                    North         East     Units Scale Factor Converg.
 DK1497;SPC MS W     -   404,174.969   652,824.073   MT  0.99997743   -0 16 35.3
 DK1497;SPC MS W     - 1,326,030.71  2,141,806.98   sFT  0.99997743   -0 16 35.3
 DK1497;UTM  15      - 3,669,381.998   701,562.316   MT  1.00010094   +1 10 55.0
 DK1497
 DK1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1497!SPC MS W     -   0.99999861  x   0.99997743  =   0.99997604
 DK1497!UTM  15      -   0.99999861  x   1.00010094  =   1.00009955
 DK1497
 DK1497                          SUPERSEDED SURVEY CONTROL
 DK1497
 DK1497  NAVD 88 (02/15/08)   35.19   (m)          115.5    (f) LEVELING    3  
 DK1497  NGVD 29 (??/??/??)   35.260  (m)          115.68   (f) ADJUSTED    2 0
 DK1497
 DK1497.Superseded values are not recommended for survey control.
 DK1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1497.See file dsdata.txt to determine how the superseded data were derived.
 DK1497
 DK1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0156269382(NAD 83)
 DK1497_MARKER: DR = REFERENCE MARK DISK
 DK1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1497_STAMPING: HOLLANDALE NO 2 1939
 DK1497_MARK LOGO: CGS   
 DK1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1497+STABILITY: SURFACE MOTION
 DK1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1497+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 DK1497
 DK1497  HISTORY     - Date     Condition        Report By
 DK1497  HISTORY     - 1939     MONUMENTED       CGS
 DK1497  HISTORY     - 1970     GOOD             MSHD
 DK1497  HISTORY     - 19811001 GOOD             MSSU
 DK1497  HISTORY     - 20000228 GOOD             MSHD
 DK1497  HISTORY     - 20070128 GOOD             EMCINC
 DK1497
 DK1497                          STATION DESCRIPTION
 DK1497
 DK1497'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 DK1497'1.75 MI SE FROM HOLLANDALE.
 DK1497'THE MARK IS LOCATED 1.75 MILES SOUTHEAST OF HOLLANDALE, 0.5 MILE
 DK1497'SOUTHEAST OF A BRIDGE OVER DEER CREEK NEAR THE SOUTHWEST BASE OF A 10
 DK1497'FOOT INDIAN MOUND ON THE PROPERTY OF MRS. CALHOUN, IN THE NORTHEAST
 DK1497'1/4 OF SECTION 17, T15N, R6W.  IT IS 79.93 FEET (SLOPE DISTANCE)
 DK1497'SOUTHWEST OF THE STATION AT THE BASE OF AN INDIAN MOUND, 1 FOOT SOUTH
 DK1497'OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE
 DK1497'CONCRETE POST PROJECTING 9 INCHES.  NOTE-- TO REACH THE MARK FROM THE
 DK1497'U.S. POST OFFICE IN HOLLANDALE GO SOUTHEAST ON EAST AVENUE (OLD
 DK1497'HIGHWAY 61) FOR 0.75 MILE TO THE INTERSECTION OF NEW U.S. HIGHWAY 61.
 DK1497'CONTINUE SOUTHEAST ON OLD U.S. HIGHWAY 61 FOR 0.5 MILE TO A SIDE ROAD
 DK1497'LEFT.  TURN LEFT AND CONTINUE EAST ON A BLACK TOP ROAD FOR 0.3 MILE TO
 DK1497'A FIELD ROAD RIGHT.  TURN RIGHT AND CONTINUE SOUTH AND EAST ON A FIELD
 DK1497'ROAD FOR 0.35 MILE TO THE MOUND AND THE MARK IS ON THE RIGHT ABOUT 200
 DK1497'YARDS SOUTH OF THE FIELD ROAD.
 DK1497
 DK1497                          STATION RECOVERY (1981)
 DK1497
 DK1497'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK1497'RECOVERED IN GOOD CONDITION.
 DK1497
 DK1497                          STATION RECOVERY (2000)
 DK1497
 DK1497'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK1497'RECOVERED AS DESCRIBED.
 DK1497
 DK1497                          STATION RECOVERY (2007)
 DK1497
 DK1497'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1496 ***********************************************************************
 DK1496  DESIGNATION -  HOLLANDALE RM 3
 DK1496  PID         -  DK1496
 DK1496  STATE/COUNTY-  MS/WASHINGTON
 DK1496  USGS QUAD   -  HOLLANDALE (1968)
 DK1496
 DK1496                         *CURRENT SURVEY CONTROL
 DK1496  ___________________________________________________________________
 DK1496* NAD 83(1986)-  33 08 39.     (N)    090 50 19.     (W)     SCALED    
 DK1496* NAVD 88     -        37.492  (meters)     123.00   (feet)  ADJUSTED  
 DK1496  ___________________________________________________________________
 DK1496  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DK1496  DYNAMIC HT  -          37.452 (meters)     122.87  (feet)  COMP
 DK1496  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DK1496
 DK1496  VERT ORDER  -  SECOND    CLASS 0
 DK1496
 DK1496.The horizontal coordinates were scaled from a topographic map and have
 DK1496.an estimated accuracy of +/- 6 seconds.
 DK1496
 DK1496.The orthometric height was determined by differential leveling
 DK1496.and adjusted in June 1991.
 DK1496
 DK1496.The geoid height was determined by GEOID03.
 DK1496
 DK1496.The dynamic height is computed by dividing the NAVD 88
 DK1496.geopotential number by the normal gravity value computed on the
 DK1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1496.degrees latitude (g = 980.6199 gals.).
 DK1496
 DK1496.The modeled gravity was interpolated from observed gravity values.
 DK1496
 DK1496;                    North         East    Units  Estimated Accuracy
 DK1496;SPC MS W     -   404,140.      652,860.      MT  (+/- 180 meters Scaled)
 DK1496
 DK1496                          SUPERSEDED SURVEY CONTROL
 DK1496
 DK1496  NGVD 29 (??/??/??)   37.565  (m)          123.24   (f) ADJUSTED    2 0
 DK1496
 DK1496.Superseded values are not recommended for survey control.
 DK1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1496.See file dsdata.txt to determine how the superseded data were derived.
 DK1496
 DK1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS015693(NAD 83)
 DK1496_MARKER: DR = REFERENCE MARK DISK
 DK1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK1496_STAMPING: HOLLANDALE NO 3 1939 1967
 DK1496_MARK LOGO: CGS   
 DK1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1496+STABILITY: SURFACE MOTION
 DK1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1496+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 DK1496
 DK1496  HISTORY     - Date     Condition        Report By
 DK1496  HISTORY     - 1967     MONUMENTED       CGS
 DK1496  HISTORY     - 1970     GOOD             MSHD
 DK1496  HISTORY     - 19811001 GOOD             MSSU
 DK1496  HISTORY     - 20000228 POOR             MSHD
 DK1496
 DK1496                          STATION DESCRIPTION
 DK1496
 DK1496'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 DK1496'1.75 MI SE FROM HOLLANDALE.
 DK1496'THE MARK IS LOCATED 1.75 MILES SOUTHEAST OF HOLLANDALE, 0.5 MILE
 DK1496'SOUTHEAST OF A BRIDGE OVER DEER CREEK NEAR THE NORTH END OF A 10 FOOT
 DK1496'INDIAN MOUND ON THE PROPERTY OF MRS. CALHOUN IN THE NORTHEAST 1/4 OF
 DK1496'SECTION 17, T15N, R6W.  IT IS 51.69 FEET NORTH OF THE STATION, 1 FOOT
 DK1496'EAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF AN 11 INCH
 DK1496'SQUARE CONCRETE POST PROJECTING 6 INCHES.  NOTE-- TO REACH THE MARK
 DK1496'FROM THE U.S. POST OFFICE IN HOLLANDALE GO SOUTHEAST ON EAST AVENUE
 DK1496'(OLD U.S. HIGHWAY 61) FOR 0.75 MILE TO THE INTERSECTION OF NEW U.S.
 DK1496'HIGHWAY 61.  CONTINUE SOUTHEAST ON OLD U.S. HIGHWAY 61 FOR 0.5 MILE TO
 DK1496'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE EAST ON A BLACK TOP ROAD FOR
 DK1496'0.3 MILE TO A FIELD ROAD RIGHT.  TURN RIGHT AND CONTINUE SOUTH AND
 DK1496'EAST ON A FIELD ROAD FOR 0.35 MILE TO THE MOUND, AND THE MARK IS ON
 DK1496'THE RIGHT ABOUT 200 YARDS SOUTH OF THE FIELD ROAD.
 DK1496
 DK1496                          STATION RECOVERY (1981)
 DK1496
 DK1496'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DK1496'RECOVERED IN GOOD CONDITION.
 DK1496
 DK1496                          STATION RECOVERY (2000)
 DK1496
 DK1496'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 DK1496'RECOVERED AS DESCRIBED.  MONUMENT NOW LEANS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1868 ***********************************************************************
 DK1868  DESIGNATION -  HOLLANDALE TWIN CO POWER MAST
 DK1868  PID         -  DK1868
 DK1868  STATE/COUNTY-  MS/WASHINGTON
 DK1868  USGS QUAD   -  HOLLANDALE (1968)
 DK1868
 DK1868                         *CURRENT SURVEY CONTROL
 DK1868  ___________________________________________________________________
 DK1868* NAD 83(1993)-  33 10 50.77499(N)    090 51 19.29708(W)     ADJUSTED  
 DK1868* NAVD 88     -              **(meters)            **(feet)            
 DK1868  ___________________________________________________________________
 DK1868  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DK1868  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DK1868  HORZ ORDER  -  THIRD
 DK1868
 DK1868.The horizontal coordinates were established by classical geodetic methods
 DK1868.and adjusted by the National Geodetic Survey in May 1994.
 DK1868
 DK1868
 DK1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1868
 DK1868.The geoid height was determined by GEOID03.
 DK1868
 DK1868;                    North         East     Units Scale Factor Converg.
 DK1868;SPC MS W     -   408,208.321   651,316.791   MT  0.99997921   -0 17 08.5
 DK1868;SPC MS W     - 1,339,263.47  2,136,861.84   sFT  0.99997921   -0 17 08.5
 DK1868;UTM  15      - 3,673,376.135   699,952.629   MT  1.00009297   +1 10 26.8
 DK1868
 DK1868                          SUPERSEDED SURVEY CONTROL
 DK1868
 DK1868  NAD 83(1986)-  33 10 50.78668(N)    090 51 19.29160(W) AD(       ) 4
 DK1868  NAD 27      -  33 10 50.34800(N)    090 51 18.93000(W) AD(       ) 3
 DK1868
 DK1868.Superseded values are not recommended for survey control.
 DK1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1868.See file dsdata.txt to determine how the superseded data were derived.
 DK1868
 DK1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS9995373376(NAD 83)
 DK1868_MARKER: 42 = RADIO/TV MAST
 DK1868
 DK1868  HISTORY     - Date     Condition        Report By
 DK1868  HISTORY     - 1958     FIRST OBSERVED   CGS
 DK1868  HISTORY     - 1967     GOOD             MSHD
 DK1868
 DK1868                          STATION DESCRIPTION
 DK1868
 DK1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DK1868'THE STATION IS THE FINIAL ATOP THE MAST.  IT IS LOCATED IN THE
 DK1868'NORTH EDGE OF HOLLANDALE, ON THE SOUTH SIDE OF THE TWIN COUNTIES
 DK1868'POWER ASSN. OFFICE BUILDING AND 220 FEET EAST OF U.S. HIGHWAY 61.
 DK1868'IT IS SUPPORTED BY A THREE LEGGED STEEL, SKELETON FRAMEWORK,
 DK1868'PAINTED ALTERNATELY RED AND WHITE AND 70 FEET HIGH. (KKA 674)
 DK1868
 DK1868                          STATION RECOVERY (1967)
 DK1868
 DK1868'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1868'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD
 DK1868'CONDITION.
 DK1868'
 DK1868'THE STATION IS THE FINIAL ATOP THE MAST, A THREE LEGGED STEEL,
 DK1868'SKELETON FRAMEWORK PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL
 DK1868'HEIGHT OF 70 FEET.  IT IS LOCATED 0.8 MILE NORTH NORTHWEST OF
 DK1868'HOLLANDALE ON THE SOUTH SIDE OF THE TWIN COUNTY POWER ASSOCIATION
 DK1868'OF OFFICE BUILDING AND IS 120 FEET EAST OF OLD U.S. HIGHWAY 61.
 DK1868'
 DK1868'TO REACH FROM THE U.S. POST OFFICE IN HOLLANDALE, GO NORTHWEST ON
 DK1868'EAST AVENUE (OLD U.S. HIGHWAY 61) FOR 0.85 MILE TO THE TWIN COUNTY
 DK1868'POWER ASSOCIATION OFFICE AND THE MAST ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2206 ***********************************************************************
 BW2206  DESIGNATION -  HOLLING
 BW2206  PID         -  BW2206
 BW2206  STATE/COUNTY-  MS/LINCOLN
 BW2206  USGS QUAD   -  FAIR OAK SPRINGS (1972)
 BW2206
 BW2206                         *CURRENT SURVEY CONTROL
 BW2206  ___________________________________________________________________
 BW2206* NAD 83(1993)-  31 36 17.06888(N)    090 16 19.66754(W)     ADJUSTED  
 BW2206* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BW2206  ___________________________________________________________________
 BW2206  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BW2206  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BW2206  HORZ ORDER  -  FIRST
 BW2206
 BW2206.The horizontal coordinates were established by classical geodetic methods
 BW2206.and adjusted by the National Geodetic Survey in May 1994.
 BW2206
 BW2206.The orthometric height was scaled from a topographic map.
 BW2206
 BW2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2206
 BW2206.The geoid height was determined by GEOID03.
 BW2206
 BW2206;                    North         East     Units Scale Factor Converg.
 BW2206;SPC MS W     -   233,325.511   705,807.689   MT  0.99995042   +0 01 55.5
 BW2206;SPC MS W     -   765,502.11  2,315,637.39   sFT  0.99995042   +0 01 55.5
 BW2206;UTM  15      - 3,499,855.791   758,805.513   MT  1.00042619   +1 25 49.3
 BW2206
 BW2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2206!SPC MS W     -   0.99998446  x   0.99995042  =   0.99993489
 BW2206!UTM  15      -   0.99998446  x   1.00042619  =   1.00041065
 BW2206
 BW2206|---------------------------------------------------------------------|
 BW2206| PID    Reference Object                     Distance      Geod. Az  |
 BW2206|                                                           dddmmss.s |
 BW2206| CY3827 HOLLING RM 1                         23.856 METERS 00408     |
 BW2206| CY3829 HOLLING RM 3                         34.692 METERS 07045     |
 BW2206| CY3828 HOLLING RM 2                         27.804 METERS 25043     |
 BW2206| CY3826 HOLLING AZ MK 2                                    2642835.9 |
 BW2206| CY3825 HOLLING AZ MK                                      2651230.1 |
 BW2206|---------------------------------------------------------------------|
 BW2206
 BW2206                          SUPERSEDED SURVEY CONTROL
 BW2206
 BW2206  NAD 83(1986)-  31 36 17.08437(N)    090 16 19.66440(W) AD(       ) 1
 BW2206  NAD 27      -  31 36 16.47900(N)    090 16 19.34200(W) AD(       ) 1
 BW2206
 BW2206.Superseded values are not recommended for survey control.
 BW2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2206.See file dsdata.txt to determine how the superseded data were derived.
 BW2206
 BW2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5880699856(NAD 83)
 BW2206_MARKER: DS = TRIANGULATION STATION DISK
 BW2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BW2206
 BW2206  HISTORY     - Date     Condition        Report By
 BW2206  HISTORY     - 1945     MONUMENTED       CGS
 BW2206  HISTORY     - 1946     GOOD             CGS
 BW2206  HISTORY     - 1947     SEE DESCRIPTION  CGS
 BW2206  HISTORY     - 1955     GOOD             CGS
 BW2206  HISTORY     - 1968     GOOD             CGS
 BW2206  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BW2206  HISTORY     - 1969     GOOD             CGS
 BW2206  HISTORY     - 1970     GOOD             MSSU
 BW2206
 BW2206                          STATION DESCRIPTION
 BW2206
 BW2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 BW2206'STATION IS LOCATED ABOUT 10 MILES ENE OF BROOKHAVEN, ON LAND
 BW2206'OWNED BY THE HOLLINGS DALE CHURCH.  THE MARK IS SITUATED
 BW2206'IN THE CHURCH LAWN, ABOUT 80 FEET NE OF THE NE CORNER OF
 BW2206'THE CHURCH, AND ABOUT 45 FEET S OF THE APPROXIMATE CENTER
 BW2206'OF THE ROAD.  IT IS SURROUNDED BY A GROUP OF TRIANGULAR-BLAZED
 BW2206'TREES.
 BW2206'
 BW2206'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2206'HOLLING 1945, AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 BW2206'OF THE GROUND.  A STANDARD WITNESS POST WAS PLACED AT THIS
 BW2206'MARK.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 BW2206'CONCRETE.
 BW2206'
 BW2206'REFERENCE MARK 1 IS APPROXIMATELY 100 FEET S OF THE STATION,
 BW2206'IN THE CHURCHYARD.  IT IS A BRONZE REFERENCE DISK SET IN
 BW2206'CONCRETE, STAMPED HOLLING NO 1 1945, AND IS FLUSH WITH THE
 BW2206'GROUND SURFACE.
 BW2206'
 BW2206'REFERENCE MARK 2 IS APPROXIMATELY 100 FEET NW OF THE STATION,
 BW2206'ON THE OPPOSITE SIDE OF THE E-W ROAD.  IT IS A BRONZE REFERENCE
 BW2206'DISK SET IN CONCRETE, STAMPED HOLLING NO 2 1945, AND PROJECTS
 BW2206'ABOUT 5 INCHES ABOVE THE GROUND.
 BW2206'
 BW2206'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WSW OF THE STATION,
 BW2206'ON THE S SIDE OF THE ROAD.  A STANDARD WITNESS POST WAS
 BW2206'PLACED AT THIS MARK.  IT IS A BRONZE AZIMUTH DISK SET IN
 BW2206'CONCRETE.
 BW2206'
 BW2206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BW2206'51 AND 84 IN BROOKHAVEN, GO E ON HIGHWAY 84 FOR 2 MILES TO
 BW2206'A SIDE ROAD LEFT AT A PURE OIL STATION.  TURN LEFT AND FOLLOW
 BW2206'NE ON A DIRT ROAD FOR 2.9 MILES TO A FORK, TAKE THE LEFT
 BW2206'FORK AND GO 1.1 MILES TO A SIDE ROAD LEFT.  KEEP RIGHT ON
 BW2206'THE MAIN-TRAVELED ROAD FOR 0.4 MILE TO ANOTHER FORK.  TAKE
 BW2206'THE RIGHT FORK AND GO 0.9 MILE TO ANOTHER FORK.  HERE TAKE
 BW2206'THE LEFT FORK AND GO 0.9 MILE TO ANOTHER FORK.  TAKE THE LEFT
 BW2206'FORK AND GO 3.4 MILES TO THE HOLLINGS DALE CHURCH AND STATION
 BW2206'ON THE RIGHT AS DESCRIBED.
 BW2206'
 BW2206'NOTE--THIS STATION HAS NOT BEEN OCCUPIED BY A TRIANGULATION
 BW2206'PARTY, THEREFORE NO DISTANCES OR DIRECTIONS TO THE REFERENCE
 BW2206'MARKS OR AZIMUTH MARK CAN BE LISTED.  THE STATION WAS ESTABLISHED
 BW2206'AND SIGNALS ERECTED FOR THE ASTRONOMICAL OBSERVATIONS BY
 BW2206'LT. COMDR. LATHAM.
 BW2206'
 BW2206'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 BW2206
 BW2206                          STATION RECOVERY (1946)
 BW2206
 BW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WJC)
 BW2206'THIS STATION IS ABOUT 10 MILES ENE OF BROOKHAVEN, ON LAND
 BW2206'OWNED BY THE HOLLINGS DALE CHURCH, AND THE MARK IS LOCATED
 BW2206'ON THE CHURCH LAWN.  IT IS 90 FEET NE OF THE FRONT DOOR
 BW2206'OF THE CHURCH, 52 FEET E OF THE CENTER LINE OF THE CHURCH
 BW2206'ENTRANCE DRIVEWAY, 49 FEET S OF THE APPROXIMATE CENTER LINE
 BW2206'OF A GRAVEL ROAD, AND IN THE CENTER OF A GROUP OF BLAZED
 BW2206'TREES.
 BW2206'
 BW2206'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED
 BW2206'HOLLING 1945, AND PROJECTS 3 INCHES.  UNDERGROUND MARK IS
 BW2206'A BRONZE STATION DISK SET IN CONCRETE.
 BW2206'
 BW2206'REFERENCE MARK 1 IS 78.23 FEET (23.845 METERS) N OF THE
 BW2206'STATION, 3 FEET S OF A STANDARD REFERENCE POST, AND 26 FEET
 BW2206'N OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.  IT IS
 BW2206'A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED HOLLING
 BW2206'NO 1 1945, AND PROJECTS 4 INCHES.
 BW2206'
 BW2206'REFERENCE MARK 2 IS 91.20 FEET (27.798 METERS) W OF THE
 BW2206'STATION, IN THE CHURCHYARD, 61 FEET NW OF THE FRONT DOOR
 BW2206'OF THE CHURCH, AND 59 FEET S OF THE APPROXIMATE CENTER LINE
 BW2206'OF A GRAVEL ROAD.  IT IS A BRONZE REFERENCE DISK SET IN
 BW2206'CONCRETE, STAMPED HOLLING NO 2 1945, AND IS FLUSH WITH THE
 BW2206'GROUND.
 BW2206'
 BW2206'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WSW OF THE STATION,
 BW2206'AT THE EDGE OF THE WOODS, ON THE S SIDE OF THE ROAD, 3 FEET
 BW2206'E OF A STANDARD REFERENCE POST, 19 FEET S OF THE APPROXIMATE
 BW2206'CENTER LINE OF A GRAVEL ROAD, AND 108 FEET SOUTHEAST OF A
 BW2206'POWER LINE POLE.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE,
 BW2206'STAMPED HOLLING 1945, AND PROJECTS 6 INCHES.
 BW2206'
 BW2206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 BW2206'AND 84 IN BROOKHAVEN, GO E ON HIGHWAY 84 FOR 2 MILES TO A
 BW2206'SIDE ROAD LEFT, AT A PURE OIL STATION, TURN LEFT AND GO
 BW2206'NE ON A GRAVEL ROAD FOR 2.9 MILES TO A FORK, TAKE THE LEFT
 BW2206'FORK AND GO 1.5 MILES TO ANOTHER FORK, TAKE THE RIGHT FORK
 BW2206'AND GO 0.9 MILE TO ANOTHER FORK, HERE TAKE THE LEFT FORK
 BW2206'AND GO 0.9 MILE TO A FORK, TAKE THE LEFT FORK AND GO 3.4
 BW2206'MILES TO THE HOLLINGS DALE CHURCH AND STATION ON THE RIGHT
 BW2206'AS DESCRIBED.
 BW2206'
 BW2206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WSW ON GRAVEL
 BW2206'ROAD FOR 0.25 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BW2206'
 BW2206'NOTE--THIS STATION WAS ESTABLISHED AND MARKS SET BY AN ASTRONOMICAL
 BW2206'OBSERVATION PARTY AND HAD NOT BEEN PREVIOUSLY OCCUPIED BY
 BW2206'A TRIANGULATION PARTY.
 BW2206'
 BW2206'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BW2206
 BW2206                          STATION RECOVERY (1947)
 BW2206
 BW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2206'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 BW2206'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BW2206'BRONZE DISKS SET IN CONCRETE.
 BW2206'NO ADDITIONAL MARKS WERE ESTABLISHED.  THE DESCRIPTIONS
 BW2206'OF 1945 AND 1946 ARE BOTH STILL ADEQUATE, ALTHOUGH THE NAME
 BW2206'HOLLINGS DALE CHURCH SHOULD BE CHANGED TO HOLLY SPRINGS
 BW2206'CHURCH.  A COMPLETE DESCRIPTION FOLLOWS--
 BW2206'
 BW2206'THE STATION IS ABOUT 10 MILES EAST-NORTHEAST OF BROOKHAVEN,
 BW2206'IN THE FRONT LAWN OF THE HOLLY SPRINGS CHURCH, 90 FEET NORTHEAST
 BW2206'OF THE FRONT DOOR OF THE CHURCH, 52 FEET EAST OF THE APPROXIMATE
 BW2206'CENTERLINE OF THE CHURCH ENTRANCE DRIVEWAY, 49 FEET SOUTH
 BW2206'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND IN THE
 BW2206'CENTER OF A GROUP OF TRIANGULARLY-BLAZED TREES.  THE MARK
 BW2206'PROJECTS 3 INCHES, AND THE DISK IS STAMPED HOLLING 1945.
 BW2206'
 BW2206'REFERENCE MARK NO. 1 IS 78.23 FEET NORTH OF THE STATION,
 BW2206'26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND
 BW2206'3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2206'4 INCHES, AND THE DISK IS STAMPED HOLLING NO 1 1945.
 BW2206'
 BW2206'REFERENCE MARK NO. 2 IS 91.20 FEET SOUTHWEST OF THE STATION,
 BW2206'61 FEET NORTHWEST OF THE FRONT DOOR OF THE CHURCH, AND 59
 BW2206'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE
 BW2206'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HOLLING
 BW2206'NO 2 1945.
 BW2206'
 BW2206'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, AT THE
 BW2206'EDGE OF A WOODS, 19 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 BW2206'OF ROAD TO STATION, AND 3 FEET EAST OF A WHITE WITNESS POST.
 BW2206'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOLLING
 BW2206'1945.
 BW2206'
 BW2206'TO REACH FROM THE HIGH SCHOOL IN BROOKHAVEN, GO EAST ON U.S.
 BW2206'HIGHWAY 84 FOR 1.9 MILES TO A SIDE ROAD LEFT NEAR A SERVICE
 BW2206'STATION, TURN LEFT AND GO 2.9 MILES TO A ROAD FORK, TURN
 BW2206'LEFT AND GO 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BW2206'GO 0.9 MILE TO A ROAD FORK, TURN LEFT AND GO 0.9 MILE TO
 BW2206'ANOTHER ROAD FORK, THEN TURN LEFT AND GO 3.4 MILES TO THE
 BW2206'CHURCH AND STATION ON RIGHT.
 BW2206'
 BW2206'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BW2206
 BW2206                          STATION RECOVERY (1955)
 BW2206
 BW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2206'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2206'CONDITION.  THE DESCRIPTION BY W.J.C. IN 1946 IS ADEQUATE.
 BW2206
 BW2206                          STATION RECOVERY (1968)
 BW2206
 BW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HBT)
 BW2206'THE STATION WAS VISITED 1-23-68 AND THE STATION MARK, REFERENCE
 BW2206'MARK, NO. 1, NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BW2206'
 BW2206'THE STATION IS LOCATED 10.2 MILES NORTHEAST OF BROOKHAVEN
 BW2206'AND 1.6 MILES WEST OF THE LAWRENCE-LINCOLN COUNTY LINE IN
 BW2206'THE SE 1/4 OF SECTION 2, T7N, R9E, AND ON PROPERTY OWNED
 BW2206'BY THE HOLLY SPRINGS CHURCH.  IT IS 49 FEET SOUTH OF A BLACKTOP
 BW2206'ROAD, 14 FEET NORTHWEST OF THE EAST END OF A CIRCLE DRIVE,
 BW2206'118 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHURCH, 84
 BW2206'FEET EAST OF A POWER LINE POLE.
 BW2206'
 BW2206'IT IS A STANDARD TRIANGULATION DISK, STAMPED HOLLING 1945,
 BW2206'PROJECTING 2 INCHES.
 BW2206'
 BW2206'REFERENCE MARK NO. 1 IS 78.23 FEET NORTH OF THE STATION.
 BW2206'IT IS 27 FEET NORTH OF THE CENTER OF A BLACKTOP ROAD, 17.5
 BW2206'FEET EAST OF AN 18 INCH OAK, 112 FEET NORTHEAST OF POWER
 BW2206'LINE POLE NO. 100, AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW2206'IT IS A STANDARD DISK STAMPED HOLLING NO 1 1945, PROJECTING
 BW2206'4 INCHES.
 BW2206'
 BW2206'REFERENCE MARK NO. 2 IS 91.20 FEET SOUTHWEST OF THE STATION.
 BW2206'IT IS 59 FEET SOUTH-SOUTHEAST OF THE CENTER OF A BLACKTOP
 BW2206'ROAD, 41 FEET SOUTH OF A POWER LINE POLE, 24.5 FEET SOUTHEAST
 BW2206'OF THE SOUTHEAST CORNER OF A CHURCH MONUMENT, 64 FEET
 BW2206'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CHURCH.  IT IS A
 BW2206'STANDARD REFERENCE MARK DISK STAMPED HOLLING NO 2 1945, 3
 BW2206'INCHES BELOW THE GROUND.
 BW2206'
 BW2206'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 142.1
 BW2206'FEET.
 BW2206'
 BW2206'THE AZIMUTH MARK IS .25 MILE WEST OF THE STATION.  IT IS
 BW2206'18 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 109 FEET
 BW2206'SOUTHEAST OF A POWER LINE POLE, 1 FOOT SOUTH OF A METAL
 BW2206'WITNESS POST AND 1.5 FEET SOUTH OF THE EDGE OF A ROAD BANK.
 BW2206'(NOTE) THE STATION IS NOT VISIBLE FROM THE AZIMUTH.  IT IS
 BW2206'A STANDARD AZIMUTH MARK DISK, STAMPED HOLLING 1945, PROJECTING
 BW2206'4 INCHES.
 BW2206'
 BW2206'TO REACH THE STATION FROM THE BROOKHAVEN HIGH SCHOOL IN
 BW2206'BROOKHAVEN, GO SOUTHEAST ON U.S. HIGHWAY 84 FOR 1.0 MILE
 BW2206'TO CROSSROAD.  TURN LEFT (NORTHEAST) AND CONTINUE ON AN
 BW2206'ALL WEATHER ROAD FOR 4.4 MILES TO A SIDE ROAD RIGHT.  TURN
 BW2206'RIGHT (SOUTHEAST) AND CONTINUE (EAST) ON A BLACKTOP ROAD
 BW2206'FOR 0.9 MILE TO ANOTHER FORK.  TAKE LEFT FORK AND CONTINUE
 BW2206'(NORTHEAST) ON A BLACKTOP ROAD FOR 3.1 MILES TO THE AZIMUTH
 BW2206'ON THE RIGHT.  TO REACH THE STATION CONTINUE (EAST) 0.25
 BW2206'MILE TO HOLLY SPRINGS BAPTIST CHURCH AND THE STATION ON
 BW2206'THE RIGHT AS DESCRIBED.
 BW2206
 BW2206                          STATION RECOVERY (1968)
 BW2206
 BW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BW2206'THE STATION WAS VISITED 12-11-68 AND THE STATION, AZIMUTH
 BW2206'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 BW2206'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 BW2206'REQUESTED MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  REFERENCE
 BW2206'MARK NO. 3 WAS ESTABLISHED TO REPLACE REFERENCE MARK NO.
 BW2206'1 WHICH WILL BE DESTROYED.  THE AZIMUTH MARK WAS OBSTRUCTED
 BW2206'FROM THE STATION BY TIMBER WHICH COULD NOT BE CUT AT THIS
 BW2206'DATE THEREFORE IT COULD NOT BE RESET AT THIS DATE.  A NEW
 BW2206'DESCRIPTION FOLLOWS--
 BW2206'
 BW2206'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF BROOKHAVEN,
 BW2206'IN SECTION 2 T7N, R9E, ABOUT 1.5 MILE WEST OF THE LAWRENCE-LINCOLN
 BW2206'COUNTY LINE AND ON PROPERTY OWNED BY THE HOLLY SPRINGS CHURCH.
 BW2206'IT IS 14 FEET EAST OF THE EAST END OF A CIRCULAR DRIVE AROUND
 BW2206'THE CHURCH, 118 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BW2206'CHURCH, 66 FEET EAST OF THE PROJECTED PLANE OF THE EAST
 BW2206'WALL OF THE CHURCH, 84 FEET EAST OF A POWER POLE, 26 FEET
 BW2206'EAST OF AN 18-INCH OAK TREE.  IT IS A TRIANGULATION STATION
 BW2206'DISK, STAMPED HOLLING 1945 SET IN AN IRREGULAR MASS OF
 BW2206'CONCRETE PROJECTING 2 INCHES.
 BW2206'
 BW2206'REFERENCE MARK NO. 2 IS 91.22 FT. WSW OF THE STATION, 41
 BW2206'FEET SOUTH OF A POWER POLE, 24.5 FT. SSE OF THE SE CORNER
 BW2206'OF THE CHURCH MONUMENT, 66 FT. NNW OF THE NE CORNER OF THE
 BW2206'CHURCH, 23 FT. W OF THE PROJECTED PLANE OF THE E WALL OF
 BW2206'THE CHURCH, AT THE NORTH EDGE OF THE DRIVEWAY OF THE CHURCH.
 BW2206'IT IS REFERENCE MARK DISK, STAMPED HOLLING NO 2 1945, 3
 BW2206'INCHES BELOW THE LEVEL OF THE GROUND.
 BW2206'
 BW2206'REFERENCE MARK NO. 3 IS 113.82 FEET ENE OF THE STATION AND
 BW2206'IN LINE WITH REFERENCE MARK NO. 2.  IT IS 131 FEET EAST OF
 BW2206'THE CENTER OF THE DRIVEWAY TO THE CHURCH, 74 FEET NORTHEAST
 BW2206'OF A 2-FOOT OAK TREE AND 2 FEET SOUTHEAST OF A METAL WITNESS
 BW2206'POST.  IT IS A REFERENCE MARK DISK, STAMPED HOLLING NO 3
 BW2206'1945 1968, PROJECTING 3 INCHES.
 BW2206'
 BW2206'TO REACH THE STATION FROM THE HIGH SCHOOL IN BROOKHAVEN,
 BW2206'GO EAST ON U.S. HIGHWAY 82 FOR 1.9 MILE TO A CROSSROADS
 BW2206'AND A FIRE TOWER IN THE SOUTHEAST ANGLE, TURN LEFT AND GO
 BW2206'NORTHEAST FOR 4.1 MILES TO A FORK, TAKE RIGHT FORK AND GO
 BW2206'0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.85 MILE TO
 BW2206'A FORK, TAKE LEFT FORK AND GO 0.95 MILE TO A FORK, TAKE LEFT
 BW2206'FORK AND GO 2.3 MILE TO A FORK, TAKE LEFT FORK AND GO 0.25
 BW2206'MILE TO A SIDE ROAD LEFT, CONTINUE 1.0 MILE TO THE HOLLY
 BW2206'SPRINGS CHURCH ON THE RIGHT AND THE STATION ON THE RIGHT.
 BW2206'
 BW2206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILE
 BW2206'ENE OF BROOKHAVEN
 BW2206
 BW2206                          STATION RECOVERY (1969)
 BW2206
 BW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2206'THE STATION WAS VISITED 10-16-69 TO MOVE THE AZIMUTH WHICH
 BW2206'WAS IN THE WAY OF CONSTRUCTION.  THE RIGHT-OF-WAY IS NOW
 BW2206'CLEARED AND A NEW AZIMUTH WAS ESTABLISHED.  A NEW DESCRIPTION
 BW2206'FOLLOWS--
 BW2206'
 BW2206'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF BROOKHAVEN,
 BW2206'IN SECTION 2, T 7N, R 9 E, ABOUT 1.5 MILE WEST OF THE
 BW2206'LAWREENCE-LINCOLN COUNTY LINE AND ON PROPERTY OF THE HOLLY
 BW2206'SPRINGS CHURCH.  IT IS 14 FEET EAST OF THE EAST END OF A
 BW2206'CIRCULAR DRIVE AROUND THE CHURCH, 118 FEET NORTHEAST OF THE
 BW2206'NORTHEAST CORNER OF THE CHURCH, 66 FEET WEST OF THE PROJECTED
 BW2206'PLANE OF THE EAST WALL OF THE CHURCH, 62 FEET SOUTH OF THE
 BW2206'CENTER OF THE ROAD, 84 FEET EAST OF A POWER POLE, 26 FEETEAST
 BW2206'OF AN 18-INCH OAK TREE, IT IS A TRIANGULATION STATION DISK,
 BW2206'STAMPED HOLLING 1945, SET IN AN IRREGULAR MASS OF CONCRETE
 BW2206'PROJECTING 2 INCHES.
 BW2206'
 BW2206'REFERENCE MARK NO. 2 IS 91.22 FEET WSW OF THE STATION, 41MFEET
 BW2206'SOUTH OF A POWER POLE, 24.5 FEET SSE OF THE SE CORNER OF
 BW2206'THE CHURCH MONUMENT, 66 FEET NNW OF THE NORTHWEST CORNER
 BW2206'OF THE CHURCH, 23 FEET WEST PF THE PROJECTED PLANE OF THE
 BW2206'EAST WALL OF THE CHURCH, AT THE NORTH EDGE OF THE DRIVEWAY
 BW2206'OF THE CHURCH.  IT IS A REFERENCE MARK DISK, STAMPED HOLLING
 BW2206'NO 2 1945, 3 INCHES BELOW THE LEVEL OF THE GROUND.
 BW2206'
 BW2206'REFERENCE MARK NO. 3 IS 113.82 FEET ENE OF THE STATION AND
 BW2206'IN LINE WITH REFERENCE MARK NO. 2.  IT IS 131 FEET EAST OF THE
 BW2206'CENTER OF THE DRIVEWAY TO THE CHURCH, 74 FEET NE OF A 2-FOOT
 BW2206'OAK TREE AND 2 FEET SE OF A METAL WITNESS POST.  IT IS A
 BW2206'REFERENCE MARK DISK, STAMPED HOLLING NO 3 1945 1968, PROJECTING
 BW2206'3 INCHES.
 BW2206'
 BW2206'THE AZIMUTH MARK IS 0.3 MILE WSW OF THE STATION, ON THE
 BW2206'EAST SLOPE OF THE FIRST HILL WEST OF THE STATION, ABOUT
 BW2206'100 YARDS EAST OF THE TOP OF THE HILL.  IT IS 39 FEET SOUTH
 BW2206'OF THE CENTER OF THE ROAD, 126 FEET SE OF A POWER POLE
 BW2206'AND 1 FOOT S. OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 BW2206'MARK DISK, STAMPED HOLLING 1945 AZ 2 1969, PROJECTING 4
 BW2206'INCHES.
 BW2206'
 BW2206'TO REACH THE STATION FROM THE HIGH SCHOOL IN BROOKHAVEN,
 BW2206'GO EAST ON U.S. HIGHWAY 82 FOR 1.9 MILE TO A CROSSROADS
 BW2206'AND A FIRE TOWER IN THE SOUTHEAST ANGLE, TURN LEFT AND GO
 BW2206'NORTHEAST FOR 4.1 MILES TO A FORK, TAKE RIGHT FORK AND GO
 BW2206'0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.85 MILE
 BW2206'TO A FORK, TAKE LEFT FORK AND GO 0.95 MILE TO A FORK, TAKE
 BW2206'LEFT FORK AND GO 2.3 MILES TO A FORK, TAKE LEFT FORK AND
 BW2206'GO 0.25 MILE TO A SIDE ROAD LEFT, CONTINUE 0.7 MILE TO THE
 BW2206'AZIMUTH MARK ON THE RIGHT, CONTINUE 0.3 MILE TO THE HOLLY
 BW2206'SPRINGS CHURCH ON THE RIGHT AND THE STATION ON THE RIGHT.
 BW2206'
 BW2206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 BW2206'ENE OF BROOKHAVEN
 BW2206
 BW2206                          STATION RECOVERY (1970)
 BW2206
 BW2206'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW2206'HOLLING NO 3 1945 1968 - GOOD
 BW2206'
 BW2206'HOLLING 1945 AZ 2 1969 - GOOD
 BW2206'
 BW2206'HOLLING 1945 - GOOD
 BW2206'
 BW2206'HOLLING NO 2 1945 - GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1870 ***********************************************************************
 EG1870  HT_MOD      -  This is a Height Modernization Survey Station.
 EG1870  CBN         -  This is a Cooperative Base Network Control Station.
 EG1870  DESIGNATION -  HOLLY
 EG1870  PID         -  EG1870
 EG1870  STATE/COUNTY-  MS/MARSHALL
 EG1870  USGS QUAD   -  RED BANKS (1971)
 EG1870
 EG1870                         *CURRENT SURVEY CONTROL
 EG1870  ___________________________________________________________________
 EG1870* NAD 83(2007)-  34 48 14.87661(N)    089 31 14.29868(W)     ADJUSTED  
 EG1870* NAVD 88     -       160.36   (meters)     526.1    (feet)  GPS OBS   
 EG1870  ___________________________________________________________________
 EG1870  EPOCH DATE  -        2002.00
 EG1870  X           -      43,864.452 (meters)                     COMP
 EG1870  Y           -  -5,242,785.388 (meters)                     COMP
 EG1870  Z           -   3,620,121.846 (meters)                     COMP
 EG1870  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EG1870  ELLIP HEIGHT-         132.832 (meters)          (02/10/07) ADJUSTED
 EG1870  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG1870
 EG1870  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EG1870  Type    PID    Designation                      North   East  Ellip
 EG1870  -------------------------------------------------------------------
 EG1870  NETWORK EG1870 HOLLY                             0.49   0.45   1.61
 EG1870  -------------------------------------------------------------------
 EG1870
 EG1870.This mark is at Holly Springs-Marshall Co Airport (M41)
 EG1870
 EG1870.The horizontal coordinates were established by GPS observations
 EG1870.and adjusted by the National Geodetic Survey in February 2007.
 EG1870
 EG1870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EG1870.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EG1870.The horizontal coordinates are valid at the epoch date displayed above.
 EG1870.The epoch date for horizontal control is a decimal equivalence
 EG1870.of Year/Month/Day.
 EG1870
 EG1870.The orthometric height was determined by GPS observations and a
 EG1870.high-resolution geoid model.
 EG1870.The orthometric height was determined by GPS observations and a
 EG1870.high-resolution geoid model using precise GPS observation and
 EG1870.processing techniques.
 EG1870
 EG1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1870
 EG1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1870
 EG1870.The ellipsoidal height was determined by GPS observations
 EG1870.and is referenced to NAD 83.
 EG1870
 EG1870.The geoid height was determined by GEOID03.
 EG1870
 EG1870;                    North         East     Units Scale Factor Converg.
 EG1870;SPC MS E     -   588,360.206   237,110.639   MT  0.99999873   -0 23 32.3
 EG1870;SPC MS E     - 1,930,311.78    777,920.49   sFT  0.99999873   -0 23 32.3
 EG1870;UTM  16      - 3,854,218.578   269,414.684   MT  1.00025537   -1 26 21.6
 EG1870
 EG1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1870!SPC MS E     -   0.99997915  x   0.99999873  =   0.99997788
 EG1870!UTM  16      -   0.99997915  x   1.00025537  =   1.00023451
 EG1870
 EG1870:                Primary Azimuth Mark                     Grid Az
 EG1870:SPC MS E     -  HOLLY AZ MK                              358 57 41.2
 EG1870:UTM  16      -  HOLLY AZ MK                              000 00 30.5
 EG1870
 EG1870|---------------------------------------------------------------------|
 EG1870| PID    Reference Object                     Distance      Geod. Az  |
 EG1870|                                                           dddmmss.s |
 EG1870| EG1871 HOLLY AZ MK                         APPROX. 0.5 KM 3583408.9 |
 EG1870|---------------------------------------------------------------------|
 EG1870
 EG1870                          SUPERSEDED SURVEY CONTROL
 EG1870
 EG1870  ELLIP H (04/15/02)  132.848  (m)                       GP(       ) 4 2
 EG1870  ELLIP H (02/15/02)  132.842  (m)                       GP(       ) 4 1
 EG1870  NAD 83(1993)-  34 48 14.87600(N)    089 31 14.29773(W) AD(       ) B
 EG1870  ELLIP H (01/12/94)  132.889  (m)                       GP(       ) 4 1
 EG1870  NAD 83(1993)-  34 48 14.87816(N)    089 31 14.29498(W) AD(       ) 3
 EG1870  NAD 83(1986)-  34 48 14.88230(N)    089 31 14.29655(W) AD(       ) 3
 EG1870  NAD 27      -  34 48 14.53602(N)    089 31 14.00953(W) AD(       ) 3
 EG1870  NGVD 29 (05/22/95)  160.38   (m)          526.2    (f) LEVELING    3  
 EG1870
 EG1870.Superseded values are not recommended for survey control.
 EG1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1870.See file dsdata.txt to determine how the superseded data were derived.
 EG1870
 EG1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6941554219(NAD 83)
 EG1870_MARKER: DS = TRIANGULATION STATION DISK
 EG1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1870_SP_SET: CONCRETE POST
 EG1870_STAMPING: HOLLY 1987
 EG1870_MARK LOGO: NGS   
 EG1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1870+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 EG1870
 EG1870  HISTORY     - Date     Condition        Report By
 EG1870  HISTORY     - 1987     MONUMENTED       NGS
 EG1870  HISTORY     - 1987     GOOD             NGS
 EG1870  HISTORY     - 19880201 GOOD
 EG1870  HISTORY     - 19920917 GOOD             MSHD
 EG1870  HISTORY     - 19930519 GOOD
 EG1870  HISTORY     - 19940406 GOOD             NOS
 EG1870  HISTORY     - 20000808 GOOD             NGS
 EG1870  HISTORY     - 20020408 GOOD             USACE
 EG1870  HISTORY     - 20020501 GOOD             EMCINC
 EG1870  HISTORY     - 20080424 GOOD             MSDOT
 EG1870
 EG1870                          STATION DESCRIPTION
 EG1870
 EG1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EG1870'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EG1870'NORTHWEST OF HOLLY SPRINGS,
 EG1870'0.8 KM (0.5 MI) SOUTHWEST OF U.S. HIGHWAY 78, ALONG THE CENTER RAMP
 EG1870'OF THE HOLLY SPRINGS-MARSHALL COUNTY AIRPORT.
 EG1870'OWNERSHIP--CITY OF HOLLY SPRINGS, C/O AIRPORT MANAGER TOM STEWART,
 EG1870'P.O. BOX 597, HOLLY SPRINGS, MS 38635.  PHONE (601) 252-3753.
 EG1870'
 EG1870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 EG1870'HIGHWAYS 4 AND 7, ON THE SOUTH SIDE OF HOLLY SPRINGS, GO
 EG1870'NORTHWEST FOR 6.4 KM (4.0 MI) ON HIGHWAY 78 TO THE EXIT FOR WEST
 EG1870'HOLLY SPRINGS.  BEAR RIGHT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ON
 EG1870'THE EXIT RAMP TO A CROSSROAD.
 EG1870'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD TO
 EG1870'THE T-JUNCTION OF OLD U.S. HIGHWAY 78.
 EG1870'TURN LEFT AND GO NORTHWEST FOR 2.4 KM (1.5 MI) ON OLD HIGHWAY 78 TO
 EG1870'A PAVED SIDE ROAD ON THE LEFT.
 EG1870'TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD
 EG1870'CROSSING OVER HIGHWAY 78 TO A PAVED CROSSROAD.
 EG1870'TURN RIGHT AND GO NORTHWEST FOR 1.0 KM (0.65 MI) ON THE PAVED ROAD
 EG1870'TO A PAVED SIDE ROAD ON THE LEFT.
 EG1870'TURN LEFT AND GO SOUTH FOR 0.7 KM (0.45 MI) ON THE PAVED ROAD TO A
 EG1870'GATE AT THE AIRPORT ENTRANCE.  PASS THROUGH THE GATE AND TURN RIGHT
 EG1870'AND GO WEST FOR 0.1 KM (0.05 MI) ON THE PARKING PAD AND RAMP TO THE
 EG1870'STATION ON THE LEFT.
 EG1870'
 EG1870'THE STATION IS A STANDARD NGS DISK
 EG1870'STAMPED---HOLLY 1987---,
 EG1870'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EG1870'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EG1870'41.1 METERS (134.7 FT) WEST FROM THE WEST EDGE OF THE PARKING PAD,
 EG1870'33.9 METERS (111.2 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 EG1870'31.2 METERS (102.3 FT) EAST FROM THE FIRST RUNWAY LIGHT SOUTH OF
 EG1870'THE RAMP,
 EG1870'24.4 METERS (80.0 FT) SOUTHEAST FROM A RAMP LIGHT,
 EG1870'18.9 METERS (62.0 FT) SOUTH FROM THE SOUTH EDGE OF THE RAMP,
 EG1870'18.6 METERS (61.0 FT) SOUTH-SOUTHWEST FROM A RAMP LIGHT, AND
 EG1870'0.5 METERS (1.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 EG1870'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EG1870'STAMPED---HOLLY 1987---,
 EG1870'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EG1870'
 EG1870'DESCRIBED BY D.D. REXRODE, TYPED BY C.L. SMITH.
 EG1870
 EG1870                          STATION RECOVERY (1987)
 EG1870
 EG1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EG1870'RECOVERED IN GOOD CONDITION.
 EG1870
 EG1870                          STATION RECOVERY (1988)
 EG1870
 EG1870'RECOVERED 1988
 EG1870'RECOVERED IN GOOD CONDITION.
 EG1870
 EG1870                          STATION RECOVERY (1992)
 EG1870
 EG1870'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992
 EG1870'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHWEST OF HOLLY SPRINGS,
 EG1870'3 MI (4.8 KM) SOUTHEAST OF RED BANKS, 0.5 MI (0.8 KM) SOUTHWEST OF
 EG1870'U.S. HIGHWAY 78, ALONG THE CENTER RAMP OF THE HOLLY SPRINGS-MARSHALL
 EG1870'COUNTY AIRPORT. OWNERSHIP--CITY OF HOLLY SPRINGS, C/O AIRPORT MANAGER
 EG1870'TOM STEWART, P.O. BOX 597, HOLLY SPRINGS, MS 38635. PHONE (601)
 EG1870'252-3753.
 EG1870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4, 7 AND U.S.
 EG1870'HIGHWAY 78 ON THE SOUTH SIDE OF HOLLY SPRINGS, GO NORTHWEST ON U.S.
 EG1870'HIGHWAY 78 FOR 4 MI (6.4 KM) TO THE EXIT FOR WEST HOLLY SPRINGS, BEAR
 EG1870'RIGHT AND GO NORTHWEST ON THE EXIT RAMP FOR 0.3 MI (0.5 KM) TO A
 EG1870'CROSSROAD, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.2 MI
 EG1870'(0.3 KM) TO A T INTERSESTION, TURN LEFT AND GO NORTHWEST ON OLD
 EG1870'HIGHWAY 78 FOR 1.5 MI (2.4 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO
 EG1870'SOUTHWEST ON A PAVED ROAD CROSSING OVER OLD HIGHWAY 78 FOR 0.2 MI
 EG1870'(0.3 KM) TO A CROSSROAD, TURN RIGHT AND GO NORTHWEST ON A PAVED ROAD
 EG1870'FOR 0.65 MI (1.05 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON
 EG1870'A PAVED ROAD FOR 0.45 MI (0.72 KM) TO A GATE AT THE ENTRANCE TO THE
 EG1870'AIRPORT, PASS THROUGH THE GATE AND TURN RIGHT AND GO WEST ON THE
 EG1870'PARKING PAD FOR 0.05 MI (0.08 KM) TO THE MARK ON THE LEFT.
 EG1870'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST,
 EG1870'FLUSH WITH THE GROUND, 134.7 FT (41.1 M) WEST OF THE WEST EDGE OF THE
 EG1870'PARKING PAD, 111.2 FT (33.9 M) EAST OF THE EAST EDGE OF THE RUNWAY,
 EG1870'102.3 FT (31.2 M) EAST OF THE FIRST RUNWAY LIGHT SOUTH OF THE RAMP,
 EG1870'80 FT (24.4 M) SOUTHEAST OF A RAMP LIGHT, 62 FT (18.9 M) SOUTH OF THE
 EG1870'SOUTH EDGE OF THE RAMP, 61 FT (18.6 M) SOUTH SOUTHWEST OF A RAMP
 EG1870'LIGHT AND 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 EG1870
 EG1870                          STATION RECOVERY (1993)
 EG1870
 EG1870'RECOVERED 1993
 EG1870'RECOVERED IN GOOD CONDITION.
 EG1870
 EG1870                          STATION RECOVERY (1994)
 EG1870
 EG1870'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD)
 EG1870'RECOVERED AS DESCRIBED.
 EG1870
 EG1870                          STATION RECOVERY (2000)
 EG1870
 EG1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EG1870'RECOVERED AS DESCRIBED.
 EG1870
 EG1870                          STATION RECOVERY (2002)
 EG1870
 EG1870'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 EG1870'RECOVERED IN GOOD CONDITION.
 EG1870
 EG1870                          STATION RECOVERY (2002)
 EG1870
 EG1870'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EG1870'FOUND AS DESCRIBED.
 EG1870' 
 EG1870'
 EG1870
 EG1870                          STATION RECOVERY (2008)
 EG1870
 EG1870'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1871 ***********************************************************************
 EG1871  DESIGNATION -  HOLLY AZ MK
 EG1871  PID         -  EG1871
 EG1871  STATE/COUNTY-  MS/MARSHALL
 EG1871  USGS QUAD   -  RED BANKS (1971)
 EG1871
 EG1871                         *CURRENT SURVEY CONTROL
 EG1871  ___________________________________________________________________
 EG1871* NAD 83(1993)-  34 48 31.51306(N)    089 31 14.80158(W)     ADJUSTED  
 EG1871* NAVD 88     -       157.1    (meters)     515.     (feet)  VERTCON   
 EG1871  ___________________________________________________________________
 EG1871  X           -      43,849.196 (meters)                     COMP
 EG1871  Y           -  -5,242,489.793 (meters)                     COMP
 EG1871  Z           -   3,620,540.660 (meters)                     COMP
 EG1871  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EG1871  ELLIP HEIGHT-         129.089 (meters)          (05/13/94) ADJUSTED
 EG1871  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG1871  HORZ ORDER  -  THIRD
 EG1871  ELLP ORDER  -  FOURTH    CLASS I
 EG1871
 EG1871.This mark is at Holly Springs-Marshall Co Airport (M41)
 EG1871
 EG1871.The horizontal coordinates were established by GPS observations
 EG1871.and adjusted by the National Geodetic Survey in May 1994.
 EG1871
 EG1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1871
 EG1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG1871
 EG1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1871
 EG1871.The ellipsoidal height was determined by GPS observations
 EG1871.and is referenced to NAD 83.
 EG1871
 EG1871.The geoid height was determined by GEOID03.
 EG1871
 EG1871;                    North         East     Units Scale Factor Converg.
 EG1871;SPC MS E     -   588,872.947   237,101.368   MT  0.99999874   -0 23 32.8
 EG1871;SPC MS E     - 1,931,993.99    777,890.07   sFT  0.99999874   -0 23 32.8
 EG1871;UTM  16      - 3,854,731.534   269,414.784   MT  1.00025537   -1 26 22.5
 EG1871
 EG1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1871!SPC MS E     -   0.99997974  x   0.99999874  =   0.99997848
 EG1871!UTM  16      -   0.99997974  x   1.00025537  =   1.00023510
 EG1871
 EG1871:                Primary Azimuth Mark                     Grid Az
 EG1871:SPC MS E     -  HOLLY                                    178 57 41.4
 EG1871:UTM  16      -  HOLLY                                    180 00 31.1
 EG1871
 EG1871|---------------------------------------------------------------------|
 EG1871| PID    Reference Object                     Distance      Geod. Az  |
 EG1871|                                                           dddmmss.s |
 EG1871| EG1870 HOLLY                               APPROX. 0.5 KM 1783408.6 |
 EG1871|---------------------------------------------------------------------|
 EG1871
 EG1871                          SUPERSEDED SURVEY CONTROL
 EG1871
 EG1871  NAD 83(1993)-  34 48 31.51521(N)    089 31 14.79883(W) AD(       ) 3
 EG1871  NAD 83(1986)-  34 48 31.51936(N)    089 31 14.80040(W) AD(       ) 3
 EG1871  NAD 27      -  34 48 31.17345(N)    089 31 14.51330(W) AD(       ) 3
 EG1871  NGVD 29 (09/20/88)  157.1    (m)          515.     (f) GPS OBS     3  
 EG1871
 EG1871.Superseded values are not recommended for survey control.
 EG1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1871.See file dsdata.txt to determine how the superseded data were derived.
 EG1871
 EG1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6941554732(NAD 83)
 EG1871_MARKER: DZ = AZIMUTH MARK DISK
 EG1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1871+STABILITY: SURFACE MOTION
 EG1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1871+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1988
 EG1871
 EG1871  HISTORY     - Date     Condition        Report By
 EG1871  HISTORY     - 1987     MONUMENTED       NGS
 EG1871  HISTORY     - 19880201 GOOD
 EG1871  HISTORY     - 20080424 MARK NOT FOUND   MSDOT
 EG1871
 EG1871                          STATION DESCRIPTION
 EG1871
 EG1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EG1871'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EG1871'NORTHWEST OF HOLLY SPRINGS,
 EG1871'0.8 KM (0.5 MI) SOUTHWEST OF U.S. HIGHWAY 78, AT THE HOLLY
 EG1871'SPRINGS-MARSHALL COUNTY AIRPORT, AT THE NORTHEAST CORNER OF THE
 EG1871'SINGLE RUNWAY.
 EG1871'OWNERSHIP--CITY OF HOLLY SPRINGS, C/O AIRPORT MANAGER TOM STEWART,
 EG1871'P.O. BOX 597, HOLLY SPRINGS, MS 38635.  PHONE (601) 252-3753.
 EG1871'
 EG1871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 EG1871'HIGHAYS 4 AND 7, ON THE SOUTH SIDE OF HOLLY SPRINGS, GO
 EG1871'NORTHWEST FOR 6.4 KM (4.0 MI) ON HIGHWAY 78 TO THE EXIT FOR WEST
 EG1871'HOLLY SPRINGS.  BEAR RIGHT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ON
 EG1871'THE EXIT RAMP TO A CROSSROAD.
 EG1871'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD TO
 EG1871'THE T-JUNCTION OF OLD U.S. HIGHWAY 78.
 EG1871'TURN LEFT AND GO NORTHWEST FOR 2.4 KM (1.5 MI) ON OLD HIGHWAY 78 TO
 EG1871'A PAVED SIDE ROAD ON THE LEFT.
 EG1871'TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD
 EG1871'CROSSING OVER HIGHWAY 78 TO A PAVED CROSSROAD.
 EG1871'TURN RIGHT AND GO NORTHWEST FOR 1.0 KM (0.65 MI) ON THE PAVED ROAD
 EG1871'TO A PAVED SIDE ROAD ON THE LEFT.
 EG1871'TURN LEFT AND GO SOUTH FOR 0.7 KM (0.45 MI) ON THE PAVED ROAD TO A
 EG1871'GATE AT THE AIRPORT ENTRANCE.  PASS THROUGH THE GATE AND TURN RIGHT
 EG1871'AND GO WEST FOR 0.2 KM (0.1 MI) ON THE PARKING PAD AND RAMP TO THE
 EG1871'RUNWAY.
 EG1871'TURN RIGHT AND GO NORTH FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE
 EG1871'NORTH END OF THE RUNWAY AND THE STATION ON THE RIGHT.
 EG1871'
 EG1871'THE STATION IS A STANDARD NGS DISK
 EG1871'STAMPED---HOLLY 1987---,
 EG1871'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EG1871'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EG1871'60.2 METERS (197.6 FT) NORTHEAST FROM THE FIRST RUNWAY LIGHT SOUTH
 EG1871'OF THE NORTH END OF THE RUNWAY,
 EG1871'31.4 METERS (103.0 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF
 EG1871'THE PAVED AIRPLANE TURN AROUND AREA,
 EG1871'26.6 METERS (87.2 FT) EAST FROM THE EASTERNMOST THRESHOLD LIGHT,
 EG1871'6.6 METERS (21.5 FT) EAST FROM THE NORTHEAST CORNER OF THE PAVED
 EG1871'TURN AROUND AREA,
 EG1871'0.5 METERS (1.5 FT) WEST FROM A FIBERGLASS WITNESS POST AND ON THE
 EG1871'EXTENDED LINE OF THE RUNWAY END.
 EG1871'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EG1871'STAMPED---HOLLY 1987---,
 EG1871'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EG1871'
 EG1871'DESCRIBED BY D.D. REXRODE, TYPED BY C.L. SMITH.
 EG1871
 EG1871                          STATION RECOVERY (1988)
 EG1871
 EG1871'RECOVERED 1988
 EG1871'RECOVERED IN GOOD CONDITION.
 EG1871
 EG1871                          STATION RECOVERY (2008)
 EG1871
 EG1871'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1871'FAILED TO LOCATE MARK, PROBABLY DESTROYED BY CONSTRUCTION OF TAXIWAY
 EG1871'WHICH NOW CONNECTS WHERE THE TURNAROUND FOR PLANES WAS, AS MENTIONED
 EG1871'IN THE 1987 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2357 ***********************************************************************
 CP2357  DESIGNATION -  HOLLY BLUFF
 CP2357  PID         -  CP2357
 CP2357  STATE/COUNTY-  MS/YAZOO
 CP2357  USGS QUAD   -  HOLLY BLUFF (1988)
 CP2357
 CP2357                         *CURRENT SURVEY CONTROL
 CP2357  ___________________________________________________________________
 CP2357* NAD 83(1993)-  32 49 31.55060(N)    090 42 26.62226(W)     ADJUSTED  
 CP2357* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 CP2357  ___________________________________________________________________
 CP2357  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CP2357  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CP2357  HORZ ORDER  -  SECOND
 CP2357
 CP2357.The horizontal coordinates were established by classical geodetic methods
 CP2357.and adjusted by the National Geodetic Survey in May 1994.
 CP2357
 CP2357.The orthometric height was scaled from a topographic map.
 CP2357
 CP2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2357
 CP2357.The geoid height was determined by GEOID03.
 CP2357
 CP2357;                    North         East     Units Scale Factor Converg.
 CP2357;SPC MS W     -   368,742.069   664,975.698   MT  0.99996512   -0 12 10.0
 CP2357;SPC MS W     - 1,209,781.27  2,181,674.44   sFT  0.99996512   -0 12 10.0
 CP2357;UTM  15      - 3,634,262.713   714,610.153   MT  1.00016794   +1 14 35.7
 CP2357
 CP2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2357!SPC MS W     -   0.99999949  x   0.99996512  =   0.99996461
 CP2357!UTM  15      -   0.99999949  x   1.00016794  =   1.00016743
 CP2357
 CP2357|---------------------------------------------------------------------|
 CP2357| PID    Reference Object                     Distance      Geod. Az  |
 CP2357|                                                           dddmmss.s |
 CP2357| CY3832 HOLLY BLUFF RM 1                     42.904 METERS 01745     |
 CP2357| CY3833 HOLLY BLUFF RM 2                     27.267 METERS 15700     |
 CP2357| CY3834 HOLLY BLUFF RM 3 AZIMUTH                           19427     |
 CP2357| CP0891 Y 44 A                              APPROX. 0.6 KM 1970005.4 |
 CP2357|---------------------------------------------------------------------|
 CP2357
 CP2357                          SUPERSEDED SURVEY CONTROL
 CP2357
 CP2357  NAD 83(1986)-  32 49 31.56326(N)    090 42 26.61678(W) AD(       ) 2
 CP2357  NAD 27      -  32 49 31.09200(N)    090 42 26.27110(W) AD(       ) 2
 CP2357
 CP2357.Superseded values are not recommended for survey control.
 CP2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2357.See file dsdata.txt to determine how the superseded data were derived.
 CP2357
 CP2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1461034263(NAD 83)
 CP2357_MARKER: DS = TRIANGULATION STATION DISK
 CP2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2357_STAMPING: HOLLY BLUFF 1958
 CP2357_MARK LOGO: CGS   
 CP2357
 CP2357  HISTORY     - Date     Condition        Report By
 CP2357  HISTORY     - 1959     MONUMENTED       CGS
 CP2357  HISTORY     - 1966     GOOD             MSHD
 CP2357  HISTORY     - 1973     GOOD             NGS
 CP2357  HISTORY     - 19860130 GOOD             USGS
 CP2357
 CP2357                          STATION DESCRIPTION
 CP2357
 CP2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2357'THE STATION IS IN THE EAST PART OF THE HOLLY BLUFF CONSOLIDATED
 CP2357'SCHOOL GROUND, AND IN THE NORTHEAST EDGE OF HOLLY BLUFF.  IT
 CP2357'IS IN THE SOUTHEAST 1/4 OF SECTION 4, T 11 N, R 5 W.
 CP2357'
 CP2357'THE STATION MARKS ARE STANDARD DISKS, STAMPED HOLLY BLUFF
 CP2357'1958.  THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 CP2357'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 131 FEET EAST-NORTHEAST
 CP2357'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 64 FEET WEST
 CP2357'OF THE CENTER OF STATE HIGHWAY 16, 57 FEET NORTH OF THE EXTENDED
 CP2357'ALIGNMENT OF THE SOUTH END OF THE BUILDING, 49 FEET NORTHWEST
 CP2357'OF A POWERLINE POLE, 39 FEET EAST OF THE CENTER OF THE SCHOOL
 CP2357'DRIVEWAY AND 38 FEET SOUTH OF A METAL FLAGPOLE.  THE
 CP2357'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 CP2357'INCHES BELOW THE GROUND SURFACE.
 CP2357'
 CP2357'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLLY BLUFF NO 1
 CP2357'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2357'PROJECTING 3 INCHES.  IT IS 137 FEET EAST-SOUTHEAST OF THE
 CP2357'NORTHEAST CORNER OF THE SCHOOL BUILDING, 104 FEET NORTH-NORTHEAST
 CP2357'OF THE FLAGPOLE, 25 FEET WEST OF THE CENTER OF HIGHWAY 16
 CP2357'AND 1 FOOT EAST OF A POWERLINE POLE.
 CP2357'
 CP2357'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLLY BLUFF NO 2
 CP2357'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 CP2357'FLUSH WITH THE GROUND.  IT IS 157 FEET EAST-SOUTHEAST OF THE
 CP2357'SOUTHEAST CORNER OF THE BUILDING, 59 FEET NORTH OF THE CENTER
 CP2357'OF AN EAST-WEST STREET, 51 FEET SOUTH OF A POWERLINE POLE AND 27
 CP2357'FEET WEST OF THE CENTER OF HIGHWAY 16.
 CP2357'
 CP2357'THE AZIMUTH MARK IS A STANDARD U.S. CORP OF ENGINEERS DEPARTMENT
 CP2357'DISK, STAMPED Y 44A, BOLTED TO THE TOP OF A 3-1/2 INCH IRON
 CP2357'PIPE PROJECTING 14 INCHES.  IT IS 115 FEET NORTH-NORTHEAST
 CP2357'OF THE NORTHEAST CORNER OF A CHURCH, 35 FEET WEST OF A NORTH-SOUTH
 CP2357'STREET, 27 FEET NORTH OF AN EAST-WEST STREET, 13 FEET
 CP2357'WEST-NORTHWEST OF A POWERLINE POLE AND IN THE SOUTHEAST CORNER OF A
 CP2357'GARDEN.  REACHED FROM THE HOLLY BLUFF POST OFFICE, GO SOUTH
 CP2357'0.1 MILE (2 BLOCKS) TO THE MARK ON THE RIGHT.  A SECOND
 CP2357'ORDER TRAVERSE WAS MADE TO THIS MARK.
 CP2357'
 CP2357'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2357
 CP2357                          STATION RECOVERY (1966)
 CP2357
 CP2357'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP2357'THE STATION WAS VISITED 8-4-66 AND THE STATION, R.M. 1, AND
 CP2357'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CP2357'DESTROYED PRIOR TO THIS DATE.  A NEW AZIMUTH MARK WAS NOT
 CP2357'ESTABLISHED.
 CP2357'
 CP2357'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOLLY BLUFF
 CP2357'GO EAST ON A BLACKTOP STREET FOR 0.1 MILE TO A T INTERSECTION,
 CP2357'TURN LEFT (NORTH) AND CONTINUE ON MISSISSIPPI HIGHWAY 16 FOR
 CP2357'0.3 MILE TO THE HOLLY BLUFF CONSOLIDATED HIGH SCHOOL AND THE
 CP2357'STATION ON THE LEFT AS DESCRIBED.
 CP2357'
 CP2357'THE STATION DISK IS STAMPED HOLLY BLUFF (1958), 131 FEET
 CP2357'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 64
 CP2357'FEET WEST OF THE CENTER OF HIGHWAY 16, 49 FEET NORTHWEST OF
 CP2357'A POWER POLE, 39.2 FEET WEST OF A RIGHT OF WAY MARKER, 39
 CP2357'FEET EAST OF THE CENTER OF THE CIRCULAR DRIVE, AND 38 FEET
 CP2357'SOUTH OF A METAL FLAG POLE.
 CP2357'
 CP2357'R.M. 1 IS 137 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 CP2357'OF THE SCHOOL BUILDING, 104 FEET NORTH-NORTHEAST OF THE
 CP2357'FLAG POLE, 25 FEET WEST OF THE CENTER OF HIGHWAY 16, 1 FOOT
 CP2357'EAST OF A POWER POLE, AND STAMPED HOLLY BLUFF NO. 1 (1958).
 CP2357'
 CP2357'R.M. 2 IS 157 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 CP2357'BUILDING, 59 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET,
 CP2357'51 FEET SOUTH OF A POWER POLE, 27 FEET WEST OF THE CENTER
 CP2357'OF HIGHWAY 16, AND STAMPED HOLLY BLUFF NO. 2 (1958).
 CP2357
 CP2357                          STATION RECOVERY (1973)
 CP2357
 CP2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 CP2357'THE STATION WAS VISITED AND THE STATION, REFERENCE MARK NO. 1
 CP2357'AND 2 WERE FOUND IN GOOD CONDITION.  Y44A (USE) WAS DESTROYED
 CP2357'PRIOR TO THIS DATE.  A NEW AZIMUTH MARK WAS ESTABLISHED BY
 CP2357'A POLARIS OBSERVATION.  A NEW DESCRIPTION FOLLOWS--
 CP2357'
 CP2357'THE STATION IS LOCATED AT THE HOLLY BLUFF CONSOLIDATED SCHOOL
 CP2357'GROUNDS AT THE NORTHEAST EDGE OF HOLLY BLUFF.  IT IS 131
 CP2357'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 CP2357'HOUSE, 64 FEET WEST OF THE CENTER OF STATE HIGHWAY 16, 57
 CP2357'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 CP2357'SCHOOL BUILDING, 49 FEET NORTHWEST OF A POWER POLE, 39 FEET
 CP2357'EAST OF THE CENTER OF THE SCHOOL DRIVEWAY, 137 FEET NORTH
 CP2357'OF THE CENTER OF AN EAST-WEST STREET SOUTH OF THE SCHOOL
 CP2357'BUILDING AND 39 FEET SOUTH OF A METAL FLAG POLE.  IT IS
 CP2357'STAMPED HOLLY BLUFF 1958, FLUSH WITH THE GROUND.
 CP2357'7A).
 CP2357'
 CP2357'REFERENCE MARK NO. 1 IS 140.76 FEET NNE OF THE STATION, 137
 CP2357'FEET ESE OF THE NE CORNER OF THE BUILDING, 104 FEET NNE OF THE
 CP2357'FLAG POLE, 26 FEET WEST OF THE CENTER OF STATE HIGHWAY 16, AND
 CP2357'1 FOOT EAST OF A POWER POLE.  IT IS A REFERENCE MARK DISK STAMPED
 CP2357'HOLLY BLUFF NO 1, FLUSH WITH THE GROUND.
 CP2357'
 CP2357'REFERENCE MARK NO. 2 IS 89.46 FEET SOUTHEAST OF THE STATION.
 CP2357'IT IS 157 FEET ESE OF THE SE CORNER OF THE BUILDING, 55 FEET
 CP2357'NORTH OF THE CENTER OF THE EAST-WEST STREET, 52 FEET SOUTH
 CP2357'OF A POWER POLE AND 27 FEET WEST OF THE CENTER OF THE HIGHWAY.
 CP2357'IT IS A REFERENCE MARK DISK, STAMPED HOLLY BLUFF NO 2 1958
 CP2357'FLUSH WITH THE GROUND.
 CP2357'
 CP2357'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.25 MILE SOUTH OF THE
 CP2357'STATION, 2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CP2357'BANK OF HOLLY BLUFF, 1.3 FEET WEST OF THE EAST EDGE OF THE
 CP2357'PARKING AREA FOR THE BANK AND ON THE PROJECTED PLANE OF THE
 CP2357'EAST WALL OF THE BANK, 64 FEET SOUTH OF THE CENTER OF STATE
 CP2357'HIGHWAY 16, AND 125 FEET EAST OF A NORTH-SOUTH STREET.  IT IS
 CP2357'A REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 CP2357'PARKING APRON IN FRONT OF THE BANK.  IT IS STAMPED HOLLY
 CP2357'BLUFF 1958 NO 3 1973.
 CP2357'
 CP2357'TO REACH THE STATION FROM HOLLY BLUFF POST OFFICE, GO EAST ON
 CP2357'STATE HIGHWAY 16 FOR ABOUT 200 FEET TO THE AZIMUTH MARK ON
 CP2357'THE RIGHT, CONTINUE EAST FOR 0.1 MILE TO A T INTERSECTION,
 CP2357'TURN LEFT AND GO 0.25 MILE TO THE HOLLY BLUFF SCHOOL AND THE
 CP2357'STATION ON THE LEFT.
 CP2357'
 CP2357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOLLY BLUFF
 CP2357
 CP2357                          STATION RECOVERY (1986)
 CP2357
 CP2357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MAP)
 CP2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0487 ***********************************************************************
 DK0487  DESIGNATION -  HOLLY RIDGE 2
 DK0487  PID         -  DK0487
 DK0487  STATE/COUNTY-  MS/SUNFLOWER
 DK0487  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0487
 DK0487                         *CURRENT SURVEY CONTROL
 DK0487  ___________________________________________________________________
 DK0487* NAD 83(1993)-  33 25 56.20971(N)    090 45 41.52951(W)     ADJUSTED  
 DK0487* NAVD 88     -        36.24   (+/-2cm)     118.9    (feet)  VERTCON   
 DK0487  ___________________________________________________________________
 DK0487  X           -     -70,816.934 (meters)                     COMP
 DK0487  Y           -  -5,327,748.956 (meters)                     COMP
 DK0487  Z           -   3,494,073.928 (meters)                     COMP
 DK0487  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DK0487  ELLIP HEIGHT-           9.750 (meters)          (05/13/94) ADJUSTED
 DK0487  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0487  HORZ ORDER  -  SECOND
 DK0487  VERT ORDER  -  THIRD (See Below)
 DK0487  ELLP ORDER  -  FOURTH    CLASS I
 DK0487
 DK0487.The horizontal coordinates were established by classical geodetic methods
 DK0487.and adjusted by the National Geodetic Survey in May 1994.
 DK0487
 DK0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0487.The vertical order pertains to the NGVD 29 superseded value.
 DK0487
 DK0487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0487
 DK0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0487
 DK0487.The ellipsoidal height was determined by GPS observations
 DK0487.and is referenced to NAD 83.
 DK0487
 DK0487.The geoid height was determined by GEOID03.
 DK0487
 DK0487;                    North         East     Units Scale Factor Converg.
 DK0487;SPC MS W     -   436,062.443   660,181.211   MT  0.99996954   -0 14 09.3
 DK0487;SPC MS W     - 1,430,648.20  2,165,944.52   sFT  0.99996954   -0 14 09.3
 DK0487;UTM  15      - 3,701,451.650   708,103.288   MT  1.00013395   +1 14 01.4
 DK0487
 DK0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0487!SPC MS W     -   0.99999847  x   0.99996954  =   0.99996801
 DK0487!UTM  15      -   0.99999847  x   1.00013395  =   1.00013242
 DK0487
 DK0487|---------------------------------------------------------------------|
 DK0487| PID    Reference Object                     Distance      Geod. Az  |
 DK0487|                                                           dddmmss.s |
 DK0487| DK0488 HOLLY RIDGE RM 1                     11.915 METERS 07654     |
 DK0487| DK0484 HOLLY RIDGE AZ MK                                  2592451.3 |
 DK0487| DK0485 HOLLY RIDGE 2 RM 4                                 2595633.5 |
 DK0487| DK0489 HOLLY RIDGE 2 RM 3                   15.054 METERS 31903     |
 DK0487| DK0486 HOLLY RIDGE                          26.669 METERS 35711     |
 DK0487|---------------------------------------------------------------------|
 DK0487
 DK0487                          SUPERSEDED SURVEY CONTROL
 DK0487
 DK0487  ELLIP H (01/21/93)    9.449  (m)                       GP(       ) 4 2
 DK0487  NAD 83(1986)-  33 25 56.22098(N)    090 45 41.52515(W) AD(       ) 2
 DK0487  NAD 27      -  33 25 55.79853(N)    090 45 41.18360(W) AD(       ) 2
 DK0487  NGVD 29 (??/??/??)   36.32   (m)          119.2    (f) RESET       3  
 DK0487
 DK0487.Superseded values are not recommended for survey control.
 DK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0487.See file dsdata.txt to determine how the superseded data were derived.
 DK0487
 DK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0810301452(NAD 83)
 DK0487_MARKER: DS = TRIANGULATION STATION DISK
 DK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0487_STAMPING: HOLLY RIDGE 2 1972
 DK0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0487+STABILITY: SURFACE MOTION
 DK0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0487+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DK0487
 DK0487  HISTORY     - Date     Condition        Report By
 DK0487  HISTORY     - 1972     MONUMENTED       NGS
 DK0487  HISTORY     - 1972     GOOD             NGS
 DK0487  HISTORY     - 1988     GOOD             NGS
 DK0487
 DK0487                          STATION DESCRIPTION
 DK0487
 DK0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DK0487'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF INDIANOLA
 DK0487'AND 7 MILES EAST OF LELAND IN THE NORTHEAST CORNER OF A
 DK0487'PASTURE OWNED BY MR. J.C., ROBINSON, 0.15 MILE NORTHEAST OF THE
 DK0487'WASHINGTON-SUNFLOWER COUNTY LINE, IN THE SOUTHEAST CORNER OF SEC
 DK0487'6 T-18-N, R 5 W.  IT IS 62.5 FEET SOUTHWEST OF A FENCE CORNER
 DK0487'114 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 DK0487'U.S. HIGHWAY 82, 44 FEET SOUTH OF A FENCE LINE, 52 FEET WEST
 DK0487'OF THE CENTER OF A DRIVEWAY TO A BRICK HOUSE, 42 FEET WEST
 DK0487'OF THE FENCE LINE, 9 FEET EAST OF THE PROJECTED PLANE OF THE
 DK0487'EAST WALL OF THE HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 50
 DK0487'FEET WEST OF THE PROJECTED PLANE OF THE EAST WALL OF THE
 DK0487'BRICK HOUSE SOUTH OF THE STATION.  IT IS A NATIONAL GEODETIC
 DK0487'SURVEY STATION DISK, STAMPED HOLLY RIDGE 2 1972, SET IN A
 DK0487'CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE GROUND, THE
 DK0487'UNDERGROUND DISK IS 30 INCHES BELOW THE SURFACE OF THE
 DK0487'GROUND.
 DK0487'
 DK0487'REFERENCE MARK NO. 1 IS 39.09 FEET EAST OF THE STATION, 13
 DK0487'FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE BRICK HOUSE,
 DK0487'117 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S.
 DK0487'HIGHWAY 82, 47 FEET SOUTH OF A FENCE CORNER1 FOOT WEST OF A
 DK0487'FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT
 DK0487'IS A REFERENCE MARK DISK STAMPED HOLLY RIDGE NO 1 1957 FLUSH
 DK0487'WITH THE GROUND.
 DK0487'
 DK0487'REFERENCE MARK NO. 3 IS 49 .38 FEET NORTHWEST OF THE STATION,
 DK0487'78 FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE BRICK
 DK0487'HOUSE, 65 FEET WEST OF A FENCE LINE, 70 FEET SOUTH OF THE
 DK0487'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 82, 1 FOOT
 DK0487'NORTH OF A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS
 DK0487'POST.  IT IS A NATIONAL GEODETIC SURVEY DISK STAMPED HOLLY
 DK0487'RIDGE 2 NO 3 1972, PROJECTING 6 INCHES.
 DK0487'
 DK0487'THE AZIMUTH MARK IS 0.4 MILE WEST-NORTHWEST OF THE STATION,
 DK0487'98 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 DK0487'U.S. HIGHWAY 82, 2 FEET SOUTHWEST OF A POWER POLE, 14 FEET EAST
 DK0487'OF THE CENTER OF A FIELD ROAD, 13 FEET WEST OF THE PROJECTED
 DK0487'PLANE OF THE EAST WALL OF THE WHITE FRAME HOUSE ON THE SOUTH
 DK0487'SIDE OF THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 DK0487'IS A NATIONAL GEODETIC SURVEY REFERENCE MARK DISK, STAMPED
 DK0487'HOLLY RIDGE 2 NO 4 1972, PROJECTING 2 INCHES.
 DK0487'
 DK0487'TO REACH THE STATION FORM THE INTERSECTION OF U.S. HIGHWAY
 DK0487'82 AND 49 W IN THE EAST EDGE OF INDIANOLA, GO WEST ON U.S.
 DK0487'HIGHWAY 82 FOR 7.6 MILE TO A SIDE ROAD RIGHT, CONTINUE WEST
 DK0487'FOR 0.1 MILE TO A DRIVEWAY SOUTH AND THE STATION ON THE LEFT,
 DK0487'CONTINUE WEST FOR 0.4 MILE TO THE AZIMUTH MARK.
 DK0487'
 DK0487'ALL MEASUREMENT ARE HORIZONTAL MEASUREMENT WITH 5 KILOGRAM
 DK0487'TENSION
 DK0487
 DK0487                          STATION RECOVERY (1972)
 DK0487
 DK0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DK0487'6.65 MI SW FROM INDIANOLA.
 DK0487'LOCATED 7.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0487'INTERSECTION WITH U.S. HIGHWAY 49E IN THE NORTHEAST EDGE OF INDIANOLA,
 DK0487'0.15 MILE NORTHEAST OF THE WASHINGTON-SUNFLOWER COUNTY LINE, IN THE
 DK0487'NORTHEAST CORNER OF A PASTURE OWNED BY MR. J.C. ROBINSON, IN THE SE
 DK0487'1/4 OF SEC. 6 T18N, R 5W.  IT IS 62.5 FEET SOUTHWEST OF A FENCE
 DK0487'CORNER, 114 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND LANE OF
 DK0487'U.S. HIGHWAY 82, 44 FEET SOUTH OF A FENCE LINE, 52 FEET WEST OF THE
 DK0487'CENTER OF A DRIVEWAY TO A BRICK HOUSE, 42 FEET WEST OF A FENCE LINE, 9
 DK0487'FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE ON THE
 DK0487'NORTH SIDE OF THE HIGHWAY, 50 FEET WEST OF THE PROJECTED PLANE OF THE
 DK0487'EAST WALL OF THE BRICK HOUSE SOUTH OF THE STATION. IT IS A NGS
 DK0487'TRIANGULATION STATION DISK, STAMPED HOLLY RIDGE 2 1972, SET IN A
 DK0487'CONCRETE POST 1 FOOT BELOW THE GROUND.
 DK0487
 DK0487                          STATION RECOVERY (1988)
 DK0487
 DK0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 DK0487'THE STATION WAS RECOVERED AT THIS DATE.
 DK0487'REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
 DK0487'A NEW DESCRIPTION FOLLOWS.
 DK0487'
 DK0487'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI)
 DK0487'EAST OF LELAND,
 DK0487'12.2 KM (7.6 MI) WEST OF INDIANOLA,
 DK0487'1.6 KM (1.0 MI) SOUTH OF THE COMMUNITY OF HOLLY RIDGE,
 DK0487'0.2 KM (0.15 MI) EAST OF THE WASHINGTON COUNTY LINE, IN A LARGE
 DK0487'LAWN AREA IN FRONT OF A BRICK HOUSE.
 DK0487'OWNERSHIP--CHARLES PARKER.  PHONE (601) 887-3750.
 DK0487'
 DK0487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49W AND 82
 DK0487'IN INDIANOLA, GO WEST FOR 12.1 KM (7.5 MI) ON HIGHWAY 82 TO A PAVED
 DK0487'CROSSROAD (ROAD LEADS NORTH TO THE HOLLY RIDGE COMMUNITY).
 DK0487'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.6 KM (0.35 MI) ON HIGHWAY
 DK0487'82 TO A MEDIAN CROSSING JUST BEFORE REACHING THE COUNTY LINE.
 DK0487'TURN LEFT THROUGH THE CROSSING THEN EAST FOR 0.3 KM (0.2 MI) ON
 DK0487'THE EAST BOUND HIGHWAY 82 LANES TO A GRAVEL DRIVE ON THE RIGHT
 DK0487'LEADING SOUTH THROUGH A ROW OF PINE TREES TO A BRICK HOUSE.
 DK0487'TURN RIGHT AND GO SOUTH FOR 34 METERS (110 FT) ON THE GRAVEL DRIVE
 DK0487'TO THE STATION ON THE RIGHT.
 DK0487'
 DK0487'THE STATION IS A STANDARD NGS DISK
 DK0487'STAMPED---HOLLY RIDGE 2 1972---,
 DK0487'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DK0487'30 CM IN DIAMETER RECESSED 30 CM BELOW GROUND.  LOCATED
 DK0487'37.6 METERS (123.5 FT) EAST FROM A CONCRETE RIGHT-OF-WAY MARKER,
 DK0487'34.7 METERS (114.0 FT) SOUTH FROM THE CENTER OF THE EAST BOUND
 DK0487'HIGHWAY LANES,
 DK0487'32.7 METERS (107.3 FT) NORTHWEST FROM A 50 CM IN DIAMETER OAK TREE
 DK0487'ON THE EAST SIDE OF THE DRIVE,
 DK0487'18.7 METERS (61.5 FT) SOUTH-SOUTHWEST FROM A NEWSPAPER BOX POST,
 DK0487'15.2 METERS (50.0 FT) WEST FROM THE CENTER OF THE GRAVEL DRIVE,
 DK0487'15.1 METERS (49.6 FT) SOUTHEAST FROM A METAL WITNESS POST IN THE
 DK0487'TREE LINE AND NEXT TO REFERENCE MARK NO. 3, AND
 DK0487'12.0 METERS (39.3 FT) WEST-SOUTHWEST FROM THE REFERENCE MARK NO. 1.
 DK0487'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DK0487'STAMPED---HOLLY RIDGE 2 1972---,
 DK0487'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DK0487'
 DK0487'DESCRIBED BY C.L. SMITH, TYPED BY C.L. SMITH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0489 ***********************************************************************
 DK0489  DESIGNATION -  HOLLY RIDGE 2 RM 3
 DK0489  PID         -  DK0489
 DK0489  STATE/COUNTY-  MS/SUNFLOWER
 DK0489  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0489
 DK0489                         *CURRENT SURVEY CONTROL
 DK0489  ___________________________________________________________________
 DK0489* NAD 83(1986)-  33 25 56.     (N)    090 45 42.     (W)     SCALED    
 DK0489* NAVD 88     -        36.61   (+/-2cm)     120.1    (feet)  VERTCON   
 DK0489  ___________________________________________________________________
 DK0489  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0489  VERT ORDER  -  THIRD (See Below)
 DK0489
 DK0489.The horizontal coordinates were scaled from a topographic map and have
 DK0489.an estimated accuracy of +/- 6 seconds.
 DK0489
 DK0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0489.The vertical order pertains to the NGVD 29 superseded value.
 DK0489
 DK0489.The geoid height was determined by GEOID03.
 DK0489
 DK0489;                    North         East    Units  Estimated Accuracy
 DK0489;SPC MS W     -   436,060.      660,170.      MT  (+/- 180 meters Scaled)
 DK0489
 DK0489                          SUPERSEDED SURVEY CONTROL
 DK0489
 DK0489  NGVD 29 (??/??/??)   36.68   (m)          120.3    (f) RESET       3  
 DK0489
 DK0489.Superseded values are not recommended for survey control.
 DK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0489.See file dsdata.txt to determine how the superseded data were derived.
 DK0489
 DK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT080014(NAD 83)
 DK0489_MARKER: DR = REFERENCE MARK DISK
 DK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0489_STAMPING: HOLLY RIDGE 2 NO 3 1972
 DK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0489+STABILITY: SURFACE MOTION
 DK0489
 DK0489  HISTORY     - Date     Condition        Report By
 DK0489  HISTORY     - 1972     MONUMENTED       NGS
 DK0489  HISTORY     - 1973     GOOD             NGS
 DK0489
 DK0489                          STATION DESCRIPTION
 DK0489
 DK0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0489'6.65 MI SW FROM INDIANOLA.
 DK0489'LOCATED 7.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0489'INTERSECTION WITH U.S. HIGHWAY 49E IN THE NORTHEAST EDGE OF INDIANOLA,
 DK0489'0.15 MILE NORTHEAST OF THE WASHINGTON-SUNFLOWER COUNTY LINE, IN THE SE
 DK0489'1/4 OF SEC. 6 T18N, R5W, AND IN THE NORTHEAST CORNER OF A PASTURE. IT
 DK0489'IS 49.38 FEET NORTHWEST OF THE TRIANGULATION STATION HOLLY RIDGE 2
 DK0489'1972, 78 FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE BRICK HOUSE,
 DK0489'65 FEET WEST OF A FENCE LINE, 70 FEET SOUTH OF THE CENTERLINE OF THE
 DK0489'EAST BOUND LAND OF U.S. HIGHWAY 82, 1 FOOT NORTH OF A FENCE LINE AND 1
 DK0489'FOOT EAST OF A METAL WITNESS POST.
 DK0489
 DK0489                          STATION RECOVERY (1973)
 DK0489
 DK0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0485 ***********************************************************************
 DK0485  DESIGNATION -  HOLLY RIDGE 2 RM 4
 DK0485  PID         -  DK0485
 DK0485  STATE/COUNTY-  MS/WASHINGTON
 DK0485  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0485
 DK0485                         *CURRENT SURVEY CONTROL
 DK0485  ___________________________________________________________________
 DK0485* NAD 83(1986)-  33 25 51.     (N)    090 46 06.     (W)     SCALED    
 DK0485* NAVD 88     -        35.26   (+/-2cm)     115.7    (feet)  VERTCON   
 DK0485  ___________________________________________________________________
 DK0485  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0485  VERT ORDER  -  THIRD (See Below)
 DK0485
 DK0485.The horizontal coordinates were scaled from a topographic map and have
 DK0485.an estimated accuracy of +/- 6 seconds.
 DK0485
 DK0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0485.The vertical order pertains to the NGVD 29 superseded value.
 DK0485
 DK0485.The geoid height was determined by GEOID03.
 DK0485
 DK0485;                    North         East    Units  Estimated Accuracy
 DK0485;SPC MS W     -   435,910.      659,550.      MT  (+/- 180 meters Scaled)
 DK0485
 DK0485                          SUPERSEDED SURVEY CONTROL
 DK0485
 DK0485  NGVD 29 (??/??/??)   35.34   (m)          115.9    (f) RESET       3  
 DK0485
 DK0485.Superseded values are not recommended for survey control.
 DK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0485.See file dsdata.txt to determine how the superseded data were derived.
 DK0485
 DK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT074012(NAD 83)
 DK0485_MARKER: DR = REFERENCE MARK DISK
 DK0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0485_STAMPING: HOLLY RIDGE 2 NO 4 1972
 DK0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0485+STABILITY: SURFACE MOTION
 DK0485
 DK0485  HISTORY     - Date     Condition        Report By
 DK0485  HISTORY     - 1972     MONUMENTED       NGS
 DK0485  HISTORY     - 1973     GOOD             NGS
 DK0485
 DK0485                          STATION DESCRIPTION
 DK0485
 DK0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0485'7.9 MI SW FROM INDIANOLA.
 DK0485'LOCATED 7.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0485'INTERSECTION WITH U.S. HIGHWAY 49E AT THE NORTHEAST EDGE OF INDIANOLA,
 DK0485'0.3 MILE SOUTHWEST OF THE WASHINGTON-SUNFLOWER COUNTY LINE IN THE SW
 DK0485'1/4 OF SEC. 1, T18N, R6W.  IT IS 89 FEET NORTH OF THE CENTER OF THE
 DK0485'NORTH LANE OF U.S. HIGHWAY 82, 2 FEET SOUTHWEST OF A POWER POLE, 14
 DK0485'FEET EAST OF A FIELD ROAD, 13 FEET WEST OF THE PROJECTED PLANE OF THE
 DK0485'EAST WALL OF A WHITE FRAME HOUSE SOUTH OF THE HIGHWAY AND 1 FOOT NORTH
 DK0485'OF A METAL WITNESS POST.
 DK0485
 DK0485                          STATION RECOVERY (1973)
 DK0485
 DK0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0488 ***********************************************************************
 DK0488  DESIGNATION -  HOLLY RIDGE RM 1
 DK0488  PID         -  DK0488
 DK0488  STATE/COUNTY-  MS/SUNFLOWER
 DK0488  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0488
 DK0488                         *CURRENT SURVEY CONTROL
 DK0488  ___________________________________________________________________
 DK0488* NAD 83(1986)-  33 25 56.     (N)    090 45 42.     (W)     SCALED    
 DK0488* NAVD 88     -        36.431  (meters)     119.52   (feet)  ADJUSTED  
 DK0488  ___________________________________________________________________
 DK0488  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK0488  DYNAMIC HT  -          36.393 (meters)     119.40  (feet)  COMP
 DK0488  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DK0488
 DK0488  VERT ORDER  -  SECOND    CLASS 0
 DK0488
 DK0488.The horizontal coordinates were scaled from a topographic map and have
 DK0488.an estimated accuracy of +/- 6 seconds.
 DK0488
 DK0488.The orthometric height was determined by differential leveling
 DK0488.and adjusted in June 1991.
 DK0488
 DK0488.The geoid height was determined by GEOID03.
 DK0488
 DK0488.The dynamic height is computed by dividing the NAVD 88
 DK0488.geopotential number by the normal gravity value computed on the
 DK0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0488.degrees latitude (g = 980.6199 gals.).
 DK0488
 DK0488.The modeled gravity was interpolated from observed gravity values.
 DK0488
 DK0488;                    North         East    Units  Estimated Accuracy
 DK0488;SPC MS W     -   436,060.      660,170.      MT  (+/- 180 meters Scaled)
 DK0488
 DK0488                          SUPERSEDED SURVEY CONTROL
 DK0488
 DK0488  NGVD 29 (??/??/??)   36.502  (m)          119.76   (f) ADJUSTED    2 0
 DK0488
 DK0488.Superseded values are not recommended for survey control.
 DK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0488.See file dsdata.txt to determine how the superseded data were derived.
 DK0488
 DK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT080014(NAD 83)
 DK0488_MARKER: DR = REFERENCE MARK DISK
 DK0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0488_STAMPING: HOLLY RIDGE NO 1 1957
 DK0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0488+STABILITY: SURFACE MOTION
 DK0488
 DK0488  HISTORY     - Date     Condition        Report By
 DK0488  HISTORY     - 1957     MONUMENTED       CGS
 DK0488  HISTORY     - 1972     GOOD             NGS
 DK0488  HISTORY     - 1973     GOOD             NGS
 DK0488
 DK0488                          STATION DESCRIPTION
 DK0488
 DK0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DK0488'6.65 MI SW FROM INDIANOLA.
 DK0488'LOCATED 7.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS
 DK0488'INTERSECTION WITH U.S. HIGHWAY 49 IN THE NORTHEAST EDGE OF INDIANOLA,
 DK0488'0.15 MILE NORTHEAST OF THE WASHINGTON-SUNFLOWER COUNTY LINE, IN THE SE
 DK0488'1/4 OF SEC. 6 T18N, R5W, AND IN THE NORTHEAST CORNER OF A PASTURE. IT
 DK0488'IS 39.09 FEET EAST OF TRIANGULATION STATION HOLLY RIDGE 2 1972, 13
 DK0488'FEET WEST OF THE CENTER OF A DRIVEWAY TO A BRICK HOUSE, 117 FEET SOUTH
 DK0488'OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 82, 47 FEET SOUTH
 DK0488'OF A FENCE CORNER 1 FOOT WEST OF A FENCE LINE AND 1 FOOT SOUTH OF A
 DK0488'METAL WITNESS POST.
 DK0488
 DK0488                          STATION RECOVERY (1973)
 DK0488
 DK0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DK0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1707 ***********************************************************************
 EG1707  DESIGNATION -  HOLLY SPGS CLIPPER ABRASIVE TK
 EG1707  PID         -  EG1707
 EG1707  STATE/COUNTY-  MS/MARSHALL
 EG1707  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1707
 EG1707                         *CURRENT SURVEY CONTROL
 EG1707  ___________________________________________________________________
 EG1707* NAD 83(1993)-  34 46 24.10550(N)    089 26 03.57304(W)     ADJUSTED  
 EG1707* NAVD 88     -              **(meters)            **(feet)            
 EG1707  ___________________________________________________________________
 EG1707  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EG1707  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1707  HORZ ORDER  -  THIRD
 EG1707
 EG1707.The horizontal coordinates were established by classical geodetic methods
 EG1707.and adjusted by the National Geodetic Survey in May 1994.
 EG1707
 EG1707
 EG1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1707
 EG1707.The geoid height was determined by GEOID03.
 EG1707
 EG1707;                    North         East     Units Scale Factor Converg.
 EG1707;SPC MS E     -   584,896.133   244,988.047   MT  0.99998729   -0 20 34.0
 EG1707;SPC MS E     - 1,918,946.73    803,764.95   sFT  0.99998729   -0 20 34.0
 EG1707;UTM  16      - 3,850,610.329   277,229.383   MT  1.00021170   -1 23 20.2
 EG1707
 EG1707                          SUPERSEDED SURVEY CONTROL
 EG1707
 EG1707  NAD 83(1986)-  34 46 24.11669(N)    089 26 03.57235(W) AD(       ) 4
 EG1707  NAD 27      -  34 46 23.77000(N)    089 26 03.29200(W) AD(       ) 3
 EG1707
 EG1707.Superseded values are not recommended for survey control.
 EG1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1707.See file dsdata.txt to determine how the superseded data were derived.
 EG1707
 EG1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7722950610(NAD 83)
 EG1707_MARKER: 53 = ELEVATED TANK
 EG1707_SETTING: 0 = UNSPECIFIED SETTING
 EG1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1707+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1707
 EG1707  HISTORY     - Date     Condition        Report By
 EG1707  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1707  HISTORY     - 1966     GOOD             MSHD
 EG1707  HISTORY     - 1966     GOOD             CGS
 EG1707  HISTORY     - 20080430 GOOD             MSDOT
 EG1707
 EG1707                          STATION DESCRIPTION
 EG1707
 EG1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1707'THE STATION IS THE BALL ATOP THE SILVER TANK LOCATED AT THE NORTHEAST
 EG1707'EDGE OF HOLLY SPRINGS, 0.1 MILE NORTH OF STATE HIGHWAY 4.  IT IS
 EG1707'APPROXIMATELY 100 FEET HIGH.
 EG1707
 EG1707                          STATION RECOVERY (1966)
 EG1707
 EG1707'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1707'THE STATION SITE WAS VISITED 4-21-66 AND THE STATION WAS FOUND IN
 EG1707'GOOD CONDITION.
 EG1707'
 EG1707'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1707'SOUTH ON HIGHWAY 7
 EG1707'FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78,
 EG1707'TURN LEFT AND GO 0.65 MILE TO THE
 EG1707'INTERSECTION OF CHESTERMAN STREET,
 EG1707'TURN LEFT AND GO 0.35 MILE TO A T INTERSECTION, TURN
 EG1707'RIGHT AND GO
 EG1707'0.15 MILE TO THE PLANT ENTRANCE ON THE LEFT, TURN LEFT AND GO 0.1
 EG1707'MILE TO THE TANK
 EG1707'ON THE RIGHT.
 EG1707
 EG1707                          STATION RECOVERY (1966)
 EG1707
 EG1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 EG1707'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS
 EG1707'RECOVERED BY MSHD AND IS DESCRIBED BY RECOVERY NOTE OF 4-21-66.
 EG1707
 EG1707                          STATION RECOVERY (2008)
 EG1707
 EG1707'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1707'THE TANK NOW HAS AMERICAN PACIFIC PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1703 ***********************************************************************
 EG1703  DESIGNATION -  HOLLY SPGS CO CTHSE CUPOLA
 EG1703  PID         -  EG1703
 EG1703  STATE/COUNTY-  MS/MARSHALL
 EG1703  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1703
 EG1703                         *CURRENT SURVEY CONTROL
 EG1703  ___________________________________________________________________
 EG1703* NAD 83(1993)-  34 46 04.71416(N)    089 26 52.51130(W)     ADJUSTED  
 EG1703* NAVD 88     -              **(meters)            **(feet)            
 EG1703  ___________________________________________________________________
 EG1703  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EG1703  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1703  HORZ ORDER  -  THIRD
 EG1703
 EG1703.The horizontal coordinates were established by classical geodetic methods
 EG1703.and adjusted by the National Geodetic Survey in May 1994.
 EG1703
 EG1703
 EG1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1703
 EG1703.The geoid height was determined by GEOID03.
 EG1703
 EG1703;                    North         East     Units Scale Factor Converg.
 EG1703;SPC MS E     -   584,306.122   243,740.049   MT  0.99998900   -0 21 01.7
 EG1703;SPC MS E     - 1,917,011.00    799,670.48   sFT  0.99998900   -0 21 01.7
 EG1703;UTM  16      - 3,850,043.073   275,970.536   MT  1.00021863   -1 23 47.5
 EG1703
 EG1703                          SUPERSEDED SURVEY CONTROL
 EG1703
 EG1703  NAD 83(1986)-  34 46 04.72531(N)    089 26 52.51057(W) AD(       ) 4
 EG1703  NAD 27      -  34 46 04.38000(N)    089 26 52.23000(W) AD(       ) 3
 EG1703
 EG1703.Superseded values are not recommended for survey control.
 EG1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1703.See file dsdata.txt to determine how the superseded data were derived.
 EG1703
 EG1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7597150043(NAD 83)
 EG1703_MARKER: 86 = CUPOLA
 EG1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1703+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1703
 EG1703  HISTORY     - Date     Condition        Report By
 EG1703  HISTORY     - 1934     FIRST OBSERVED   CGS
 EG1703  HISTORY     - 1966     GOOD             MSHD
 EG1703  HISTORY     - 20080430 GOOD             MSDOT
 EG1703
 EG1703                          STATION DESCRIPTION
 EG1703
 EG1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1703'CENTER OF THE CUPOLA ON THE MARSHALL COUNTY COURTHOUSE IN HOLLY
 EG1703'SPRINGS.
 EG1703'
 EG1703'CUT IN FROM STATIONS MISSISSIPPI SYNODICAL COLLEGE AND WEEKS.
 EG1703
 EG1703                          STATION RECOVERY (1966)
 EG1703
 EG1703'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1703'THE STATION SITE WAS VISITED 4-21-66 AND THE STATION WAS FOUND IN
 EG1703'GOOD CONDITION.
 EG1703'
 EG1703'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1703'SOUTH ON HIGHWAY 7
 EG1703'FOR 0.05 MILES TO THE COURTHOUSE ON THE LEFT.
 EG1703
 EG1703                          STATION RECOVERY (2008)
 EG1703
 EG1703'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1708 ***********************************************************************
 EG1708  DESIGNATION -  HOLLY SPGS FRYLING ELEC TANK
 EG1708  PID         -  EG1708
 EG1708  STATE/COUNTY-  MS/MARSHALL
 EG1708  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1708
 EG1708                         *CURRENT SURVEY CONTROL
 EG1708  ___________________________________________________________________
 EG1708* NAD 83(1993)-  34 45 48.82704(N)    089 25 59.21059(W)     ADJUSTED  
 EG1708* NAVD 88     -              **(meters)            **(feet)            
 EG1708  ___________________________________________________________________
 EG1708  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 EG1708  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1708  HORZ ORDER  -  THIRD
 EG1708
 EG1708.The horizontal coordinates were established by classical geodetic methods
 EG1708.and adjusted by the National Geodetic Survey in May 1994.
 EG1708
 EG1708
 EG1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1708
 EG1708.The geoid height was determined by GEOID03.
 EG1708
 EG1708;                    North         East     Units Scale Factor Converg.
 EG1708;SPC MS E     -   583,808.375   245,092.480   MT  0.99998714   -0 20 31.2
 EG1708;SPC MS E     - 1,915,377.98    804,107.58   sFT  0.99998714   -0 20 31.2
 EG1708;UTM  16      - 3,849,520.601   277,313.960   MT  1.00021124   -1 23 16.5
 EG1708
 EG1708                          SUPERSEDED SURVEY CONTROL
 EG1708
 EG1708  NAD 83(1986)-  34 45 48.83823(N)    089 25 59.20988(W) AD(       ) 4
 EG1708  NAD 27      -  34 45 48.49000(N)    089 25 58.92800(W) AD(       ) 3
 EG1708
 EG1708.Superseded values are not recommended for survey control.
 EG1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1708.See file dsdata.txt to determine how the superseded data were derived.
 EG1708
 EG1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7731449521(NAD 83)
 EG1708_MARKER: 51 = TANK
 EG1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1708+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 EG1708
 EG1708  HISTORY     - Date     Condition        Report By
 EG1708  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1708  HISTORY     - 1966     GOOD             MSHD
 EG1708  HISTORY     - 20080430 GOOD             MSDOT
 EG1708
 EG1708                          STATION DESCRIPTION
 EG1708
 EG1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1708'THE STATION IS THE BALL ATOP THE LARGE SILVER TANK LOCATED IN THE
 EG1708'SOUTHEAST PART OF
 EG1708'HOLLY SPRINGS 0.1 MILE WEST OF U S HIGHWAY 78.
 EG1708'
 EG1708'IT IS APPROXIMATELY 125 FEET HIGH.
 EG1708
 EG1708                          STATION RECOVERY (1966)
 EG1708
 EG1708'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1708'THE STATION SITE WAS VISITED 4-21-66 AND THE STATION WAS FOUND IN
 EG1708'GOOD CONDITION.
 EG1708'
 EG1708'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO
 EG1708'SOUTH ON HIGHWAY 7
 EG1708'FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78,
 EG1708'TURN LEFT AND GO 1.25 MILES TO THE
 EG1708'DRIVEWAY LEADING TO THE PLANT ON
 EG1708'THE RIGHT, TURN RIGHT AND FOLLOW THE DRIVE ON AROUND
 EG1708'BEHIND THE
 EG1708'FACTORY FOR 0.15 MILE TO THE TANK ON THE RIGHT.  (NOTE) THE NAME OF
 EG1708'THE COMPANY HAS
 EG1708'BEEN CHANGED TO DELUX PRODUCTS CORPORATION.
 EG1708
 EG1708                          STATION RECOVERY (2008)
 EG1708
 EG1708'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1708'THE TANK NOW HAS THOMPSON INDUSTRIES PAINTED ON IT FAINTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1706 ***********************************************************************
 EG1706  DESIGNATION -  HOLLY SPGS MUNICIPAL TANK
 EG1706  PID         -  EG1706
 EG1706  STATE/COUNTY-  MS/MARSHALL
 EG1706  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG1706
 EG1706                         *CURRENT SURVEY CONTROL
 EG1706  ___________________________________________________________________
 EG1706* NAD 83(1993)-  34 46 08.74089(N)    089 26 47.48427(W)     ADJUSTED  
 EG1706* NAVD 88     -              **(meters)            **(feet)            
 EG1706  ___________________________________________________________________
 EG1706  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EG1706  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1706  HORZ ORDER  -  THIRD
 EG1706
 EG1706.The horizontal coordinates were established by classical geodetic methods
 EG1706.and adjusted by the National Geodetic Survey in May 1994.
 EG1706
 EG1706
 EG1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1706
 EG1706.The geoid height was determined by GEOID03.
 EG1706
 EG1706;                    North         East     Units Scale Factor Converg.
 EG1706;SPC MS E     -   584,429.424   243,868.636   MT  0.99998882   -0 20 58.9
 EG1706;SPC MS E     - 1,917,415.54    800,092.35   sFT  0.99998882   -0 20 58.9
 EG1706;UTM  16      - 3,850,164.034   276,101.383   MT  1.00021791   -1 23 44.7
 EG1706
 EG1706                          SUPERSEDED SURVEY CONTROL
 EG1706
 EG1706  NAD 83(1986)-  34 46 08.75204(N)    089 26 47.48358(W) AD(       ) 4
 EG1706  NAD 27      -  34 46 08.40400(N)    089 26 47.20400(W) AD(       ) 3
 EG1706
 EG1706.Superseded values are not recommended for survey control.
 EG1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1706.See file dsdata.txt to determine how the superseded data were derived.
 EG1706
 EG1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7610150164(NAD 83)
 EG1706_MARKER: 51 = TANK
 EG1706
 EG1706  HISTORY     - Date     Condition        Report By
 EG1706  HISTORY     - 1934     FIRST OBSERVED   CGS
 EG1706  HISTORY     - 1966     GOOD             MSHD
 EG1706
 EG1706                          STATION DESCRIPTION
 EG1706
 EG1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1706'CENTER OF A CYLINDRICAL, ALUMINUM WATER TANK IN HOLLY SPRINGS.  THE
 EG1706'TANK IS FOR THE
 EG1706'MUNICIPAL SUPPLY.
 EG1706'
 EG1706'CUT IN FROM STATIONS MULE, WHITTEN, MISSISSIPPI SYNODICAL COLLEGE AND
 EG1706'WEEKS.
 EG1706
 EG1706                          STATION RECOVERY (1966)
 EG1706
 EG1706'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1706'THE STATION SITE WAS VISITED 4-21-66 AND THE STATION WAS FOUND IN
 EG1706'GOOD CONDITION.
 EG1706'
 EG1706'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE IN HOLLY
 EG1706'SPRINGS GO NORTH
 EG1706'ON MARKET STREET FOR 0.15 MILE TO THE TANK ON THE
 EG1706'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0095 ***********************************************************************
 EH0095  DESIGNATION -  HOLLYWOOD
 EH0095  PID         -  EH0095
 EH0095  STATE/COUNTY-  MS/TUNICA
 EH0095  USGS QUAD   -  HOLLYWOOD (1982)
 EH0095
 EH0095                         *CURRENT SURVEY CONTROL
 EH0095  ___________________________________________________________________
 EH0095* NAD 83(1993)-  34 44 38.78473(N)    090 21 25.11779(W)     ADJUSTED  
 EH0095* NAVD 88     -        59.379  (meters)     194.81   (feet)  ADJUSTED  
 EH0095  ___________________________________________________________________
 EH0095  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 EH0095  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH0095  DYNAMIC HT  -          59.323 (meters)     194.63  (feet)  COMP
 EH0095  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EH0095
 EH0095  HORZ ORDER  -  THIRD
 EH0095  VERT ORDER  -  FIRST     CLASS I
 EH0095
 EH0095.The horizontal coordinates were established by classical geodetic methods
 EH0095.and adjusted by the National Geodetic Survey in May 1994.
 EH0095
 EH0095.The orthometric height was determined by differential leveling
 EH0095.and adjusted in June 1991.
 EH0095
 EH0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0095
 EH0095.The geoid height was determined by GEOID03.
 EH0095
 EH0095.The dynamic height is computed by dividing the NAVD 88
 EH0095.geopotential number by the normal gravity value computed on the
 EH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0095.degrees latitude (g = 980.6199 gals.).
 EH0095
 EH0095.The modeled gravity was interpolated from observed gravity values.
 EH0095
 EH0095;                    North         East     Units Scale Factor Converg.
 EH0095;SPC MS W     -   581,486.472   697,835.008   MT  0.99995006   -0 00 48.5
 EH0095;SPC MS W     - 1,907,760.20  2,289,480.36   sFT  0.99995006   -0 00 48.5
 EH0095;SPC AR S     -   631,628.541   550,446.783   MT  0.99999505   +0 55 10.5
 EH0095;SPC AR S     - 2,072,267.97  1,805,924.15   sFT  0.99999505   +0 55 10.5
 EH0095;SPC AR N     -    46,828.000   550,453.412   MT  1.00004258   +0 57 21.9
 EH0095;SPC AR N     -   153,634.86  1,805,945.90   sFT  1.00004258   +0 57 21.9
 EH0095;UTM  15      - 3,847,847.945   741,958.943   MT  1.00032163   +1 30 25.3
 EH0095
 EH0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0095!SPC MS W     -   0.99999492  x   0.99995006  =   0.99994498
 EH0095!SPC AR S     -   0.99999492  x   0.99999505  =   0.99998997
 EH0095!SPC AR N     -   0.99999492  x   1.00004258  =   1.00003750
 EH0095!UTM  15      -   0.99999492  x   1.00032163  =   1.00031655
 EH0095
 EH0095:                Primary Azimuth Mark                     Grid Az
 EH0095:SPC MS W     -  ROBINSON                                 031 55 51.6
 EH0095:SPC AR S     -  ROBINSON                                 030 59 52.6
 EH0095:SPC AR N     -  ROBINSON                                 030 57 41.2
 EH0095:UTM  15      -  ROBINSON                                 030 24 37.8
 EH0095
 EH0095|---------------------------------------------------------------------|
 EH0095| PID    Reference Object                     Distance      Geod. Az  |
 EH0095|                                                           dddmmss.s |
 EH0095| EH0103 ROBINSON                            APPROX. 9.5 KM 0315503.1 |
 EH0095| AI3747 HOLLYWOOD AZ MK                                    0334312.9 |
 EH0095| EH2683 TUNICA FEDERAL COMPRESS SE TK       APPROX.10.1 KM 1940148.8 |
 EH0095| AI3688 HOLLYWOOD RM 1                       34.589 METERS 21516     |
 EH0095| EH2424 HOLLYWOOD RM 3                       34.579 METERS 21517     |
 EH0095| EH2423 HOLLYWOOD RM 2                       53.328 METERS 29423     |
 EH0095|---------------------------------------------------------------------|
 EH0095
 EH0095                          SUPERSEDED SURVEY CONTROL
 EH0095
 EH0095  NAD 83(1986)-  34 44 38.79409(N)    090 21 25.11770(W) AD(       ) 3
 EH0095  NAD 27      -  34 44 38.43400(N)    090 21 24.76300(W) AD(       ) 3
 EH0095  NGVD 29 (??/??/??)   59.399  (m)          194.88   (f) ADJUSTED    1 1
 EH0095
 EH0095.Superseded values are not recommended for survey control.
 EH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0095.See file dsdata.txt to determine how the superseded data were derived.
 EH0095
 EH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4195947848(NAD 83)
 EH0095_MARKER: DS = TRIANGULATION STATION DISK
 EH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0095_STAMPING: HOLLYWOOD 1956
 EH0095_MARK LOGO: CGS   
 EH0095_PROJECTION: RECESSED 15 CENTIMETERS
 EH0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0095+STABILITY: SURFACE MOTION
 EH0095
 EH0095  HISTORY     - Date     Condition        Report By
 EH0095  HISTORY     - 1956     MONUMENTED       CGS
 EH0095  HISTORY     - 1966     GOOD             CGS
 EH0095  HISTORY     - 1974     GOOD             NGS
 EH0095  HISTORY     - 1974     GOOD             NGS
 EH0095  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EH0095  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0095  HISTORY     - 19850622 GOOD             NGS
 EH0095  HISTORY     - 19911113 MARK NOT FOUND   NGS
 EH0095
 EH0095                          STATION DESCRIPTION
 EH0095
 EH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EH0095'THE STATION IS APPROXIMATELY 4 MILES NORTH-NORTHEAST OF THE
 EH0095'TOWN OF TUNICA, 0.25 MILE EAST OF THE VILLAGE OF HOLLYWOOD
 EH0095'AND ON THE PROPERTY OF MR. BARD SELDEN, WHO LIVES IN HOLLYWOOD.
 EH0095'IT IS IN THE SOUTHWEST QUARTER OF SECTION 10, T. 4 S., R. 11
 EH0095'W. AND NORTH OF FOUR ROUND METAL GRAIN BINS IN THE NORTHWEST
 EH0095'CORNER OF AN INTERSECTION.  THESE GRAIN BINS ARE NUMBERED
 EH0095'FROM 1 TO 4 ABOVE THE DOORS ON THE NORTH SIDE, STARTING WITH
 EH0095'NUMBER 1 ON THE EAST AND NUMBER 4 ON THE WEST.
 EH0095'
 EH0095'TO REACH FROM THE NORTHERLY ONE OF TWO CAUTION LIGHTS ON
 EH0095'U. S. HIGHWAY 61 ON THE EASTERN EDGE OF TUNICA, GO NORTHERLY
 EH0095'ON U. S. HIGHWAY 61 FOR 4.0 MILES TO A GRAVEL CROSSROAD, TURN
 EH0095'LEFT AND GO WEST 0.05 MILE TO THE 4TH GRAIN BIN AND THE STATION
 EH0095'ON THE RIGHT, 92 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 EH0095'
 EH0095'THE STATION MARK, STAMPED HOLLYWOOD 1956, IS A STANDARD DISK
 EH0095'SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE
 EH0095'SURFACE OF THE GROUND.  IT IS 45.4 FEET NORTHWEST OF THE WEST
 EH0095'EDGE OF THE DOOR ON THE 3RD GRAIN BIN, 44.5 FEET WEST OF
 EH0095'A POWER POLE WITH A METER AND 36 FEET NORTH OF THE DOOR ON
 EH0095'THE 4TH GRAIN BIN.  THE UNDERGROUND MARK IS 34 INCHES BELOW
 EH0095'THE SURFACE OF THE GROUND.
 EH0095'
 EH0095'REFERENCE MARK NO. 1, STAMPED HOLLYWOOD NO 1 1956, IS A
 EH0095'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 EH0095'SURFACE OF THE GROUND.  IT IS 137 FEET EAST OF THE CENTER
 EH0095'OF A NORTH-SOUTH GRAVEL ROAD AND 21 FEET SOUTH OF THE CENTER
 EH0095'OF THE EAST-WEST GRAVEL ROAD.
 EH0095'
 EH0095'REFERENCE MARK NO. 2, STAMPED HOLLYWOOD NO 2 1956, IS A
 EH0095'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EH0095'4 INCHES.  IT IS 155.3 FEET WEST OF THE WEST SIDE OF THE 4TH
 EH0095'GRAIN BIN, 38 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVEL
 EH0095'ROAD AND 4.5 FEET NORTH OF A POWER POLE.
 EH0095'
 EH0095'THE AZIMUTH MARK, STAMPED HOLLYWOOD 1956, IS A STANDARD DISK
 EH0095'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 EH0095'IS APPROXIMATELY 63 YARDS EAST OF THE CENTER OF U. S. HIGHWAY
 EH0095'61, 38 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 EH0095'SOUTH OF A POWER POLE AND 2 FEET NORTHWEST OF A WHITE WITNESS
 EH0095'POST.
 EH0095'
 EH0095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 EH0095'U. S. HIGHWAY 61 FOR 0.55 MILE TO A GRAVEL CROSSROAD WITH A
 EH0095'SAW MILL IN THE SOUTHWEST ANGLE, TURN RIGHT AND GO EAST 0.05
 EH0095'MILE TO THE FIRST POWER POLE AND THE AZIMUTH MARK ON THE RIGHT.
 EH0095'THIS POWER POLE ALSO SUPPORTS A TELEPHONE LINE.
 EH0095'
 EH0095'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EH0095
 EH0095                          STATION RECOVERY (1966)
 EH0095
 EH0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EH0095'THE STATION WAS VISITED 9-28-66 AND STATION MARK AND R.M. NO.
 EH0095'2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 AND AZIMUTH MARK
 EH0095'WERE FOUND DESTROYED.  R.M. NO. 3 WAS ESTABLISHED AT THIS DATE
 EH0095'NEAR THE LOCATION OF R.M. NO. 1.  A NEW DESCRIPTION FOLLOWS-
 EH0095'
 EH0095'THE STATION IS LOCATED ABOUT 4 MILES NNE OF TUNICA, 0.25
 EH0095'MILE E OF THE VILLAGE OF HOLLYWOOD, IN THE NW ANGLE OF THE
 EH0095'INTERSECTION OF U.S. HIGHWAY 61 AND A SIDE ROAD LEADING WEST
 EH0095'TO HOLLYWOOD.  JUST NORTH OF THE FOURTH GRAIN BIN WEST OF
 EH0095'THE HIGHWAY.  IT IS 92 FT. N OF THE CENTER OF THE E-W ROAD,
 EH0095'44.5 FT. W OF A POWER POLE WITH A TRANSFORMER, 338 FT. W OF
 EH0095'THE CENTER OF U.S. HIGHWAY 61, 36 FT. N OF THE DOOR-ON-THE MOST
 EH0095'WESTERLY OF FOUR GRAIN BINS, AND 45.4 FT. NW OF THE DOOR OF
 EH0095'THE THIRD GRAIN BIN WEST OF THE HIGHWAY, AND 341 FT. W OF THE
 EH0095'CENTER OF THE HIGHWAY.  IT IS A STANDARD DISK STAMPED
 EH0095'HOLLYWOOD 1956, 6-INCHES BELOW THE SURFACE OF THE GROUND.
 EH0095'
 EH0095'R.M. NO. 2 IS 174.96 FT. W OF THE STATION, 38 FT. N OF THE
 EH0095'CENTER OF THE ROAD, 155 W OF THE WEST SIDE OF THE MOST WESTERLY
 EH0095'GRAIN BIN, 4.5 FT. N OF A POWER POLE, AND 30 FT. W OF THE
 EH0095'PROJECTED CENTER OF THE ROAD LEADING SOUTH.  IT IS A STANDARD
 EH0095'DISK STAMPED HOLLYWOOD NO. 2 1956, PROJECTING 4-INCHES.
 EH0095'
 EH0095'R.M. NO. 3 IS 113.45 FT. S OF STATION, 341 FT. W OF THE CENTER
 EH0095'OF U.S. HIGHWAY 61, 137 FT. E OF THE CENTER OF N-S GRAVELED
 EH0095'ROAD, 21 FT. S OF THE E-W BLACK TOP ROAD, AND 1 FOOT N OF A
 EH0095'METAL WITNESS POST, AT THE N EDGE OF A CULTIVATED FIELD.
 EH0095'IT IS A STANDARD DISK STAMPED HOLLYWOOD 1956 NO. 3 1966,
 EH0095'PROJECTING 4-INCHES.
 EH0095'
 EH0095'TO REACH THE STATION FROM THE TUNICA COUNTY HOSPTIAL IN TUNICA,
 EH0095'GO N ON U.S. HIGHWAY 61 FOR 3.4 MILES TO A CROSSROAD, TURN
 EH0095'LEFT AND GO WEST ABOUT 100 YARDS TO THE STATION ON THE RIGHT.
 EH0095'
 EH0095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.25 MILE
 EH0095'E OF HOLLYWOOD
 EH0095
 EH0095                          STATION RECOVERY (1974)
 EH0095
 EH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 EH0095'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 EH0095'
 EH0095'HOLLYWOOD RM 2, THE POST WAS FOUND INTACT, ONLY SHANK OF DISK
 EH0095'REMAINS.
 EH0095'
 EH0095'HOLLYWOOD RM 3, A NUMBER OF SMALL PIECES OF CONCRETE WAS FOUND WHERE
 EH0095'THE MARK SHOULD BE, ACCORDING TO THE MEASUREMENTS.
 EH0095'
 EH0095'THE ORIGINAL DESCRIPTION, TO REACH, IS ADEQUATE AS DESCRIBED IN QUAD
 EH0095'340901 STATION 1036 DATED JULY 1968.
 EH0095'
 EH0095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NNE OF
 EH0095'TUNICA, 0.25 MILE EAST OF THE VILLAGE OF HOLLYWOOD.
 EH0095
 EH0095                          STATION RECOVERY (1974)
 EH0095
 EH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EH0095'4.0 MI NE FROM TUNICA.
 EH0095'ABOUT 3.95 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 EH0095'WITH STATE HIGHWAY 4 LEADING WEST AT TUNICA, THENCE 0.05 MILE
 EH0095'NORTHWEST ALONG A NARROW PAVED ROAD LEADING TO THE COMMUNTITY OF
 EH0095'HOLLYWOOD, 241 FEET WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 EH0095'PEDESTAL PED 51, 175 FEET EAST-SOUTHEAST OF A POWER POLLE, 91 FEET
 EH0095'NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD, IN A PLOWED FIELD, 36
 EH0095'FEET NORTHEAST OF THE NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE
 EH0095'MOST NORTHWESTERLY ONE OF 4 SMALL ROUND METAL GRAIN BINS, 82 FEET EAST
 EH0095'OF A METAL WITNESS POST IN A FENCE LINE, 1 FOOT BELOW LEVEL OF THE
 EH0095'ROAD AND IN THE TOP OF A CONCRETE POST 2-INCHES BELOW LEVEL OF THE
 EH0095'GROUND.  SECTION 10, T 4S, R 11W.
 EH0095
 EH0095                          STATION RECOVERY (1981)
 EH0095
 EH0095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (CLG)
 EH0095'RM NO. 1 AND THE AZ MARK SIGNS WERE IN PLACE BUT WE COULDNT FIND
 EH0095'ANY MONUMENTS ON THE STATION, THE STATION FALLS IN A SOYBEAN FIELD
 EH0095'AND IT MUST BE DESTROYED.
 EH0095
 EH0095                          STATION RECOVERY (1983)
 EH0095
 EH0095'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0095'MARK NOT FOUND.
 EH0095
 EH0095                          STATION RECOVERY (1985)
 EH0095
 EH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 EH0095'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2
 EH0095'MONUMENT WAS FOUND WITH STEM OF DISK IN PLACE.  REFERENCE MARK NO 3
 EH0095'WAS NOT FOUND AND BELIEVED DESTROYED.  THE AZIMUTH MARK WAS PREVIOUSLY
 EH0095'REPORTED DESTROYED.  BM F 238 1974 WAS RECOVERED IN GOOD CONDITION AND
 EH0095'WAS USED AS NEW REFERENCE MARK.  THE STEM OF REFERENCE MARK NO 2 WAS
 EH0095'REPLACED BY A NEW REFERENCE MARK NO 5 DISK AND A NEW REFERENCE MARK NO
 EH0095'4 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 EH0095'TO REACH FROM THE TUNICA COUNTY HOSPITAL, AT NORTH EDGE OF TUNICA, GO
 EH0095'NORTH ON US HIGHWAY 61 FOR 3.3 MI (5.3 KM) TO A CROSSROAD, PAVED ON
 EH0095'LEFT AND GRAVEL ON RIGHT, TURN LEFT ON PAVED ROAD FOR 0.05 MI (0.08
 EH0095'KM) TO STATION ON RIGHT IN CULTIVATED FIELD.
 EH0095'STATION IS A STANDARD DISK STAMPED--HOLLYWOOD 1956--, SET IN TOP OF A
 EH0095'SQUARE CONCRETE POST, 6 INCHES BELOW SURFACE. IT IS NEAR SOUTH END OF
 EH0095'A CULTIVATED FIELD, 94.94 M (311.48 FT) WEST NORTHWEST OF CENTER OF
 EH0095'HIGHWAY 61, 73.45 M (240.98 FT) WEST OF A TELEPHONE CABLE JUNCTION BOX
 EH0095'AND POLE WITH WARNING SIGN, 58.22 M (191.01 FT) EAST OF A POLE WITH
 EH0095'TELEPHONE CABLE WARNING SIGN, 53.40 M (175.20 FT) EAST SOUTHEAST OF A
 EH0095'POWER POLE, 39.47 M (129.49 FT) NORTH OF A POWER POLE, 27.43 M (89.99
 EH0095'FT) NORTHEAST OF THE CENTER OF PAVED ROAD, 14.17 M (46.49 FT) NORTH OF
 EH0095'A CARSONITE WITNESS POST AND 10.97 M (35.99 FT) NORTHEAST OF CONCRETE
 EH0095'BASE OF OLD GRAIN BIN.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK
 EH0095'STAMPED--HOLLYWOOD 1956 NO 4 1985--, SET IN A DRILL HOLE IN TOP OF A
 EH0095'CIRCULAR CONCRETE BASE OF OLD GRAIN BIN THAT PROJECTS 1 FT (0.3 M)
 EH0095'ABOVE GROUND.  IT IS 59.44 M (195.01 FT) EAST SOUTHEAST OF POWER POLE,
 EH0095'16.15 M (52.99 FT) NORTHEAST OF THE CENTER OF PAVED ROAD AND 0.30 M
 EH0095'(0.98 FT) NORTHEAST OF A CARSONITE WITNESS POST. REFERENCE MARK NO 5
 EH0095'IS A STANDARD NGS DISK STAMPED--HOLLYWOOD 1956 NO 5 1985--, SET IN TOP
 EH0095'OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT WAS SET IN THE
 EH0095'OLD STEM HOLE OF REFERENCE MARK NO 2 AND IS 20.42 M (66.99 FT) NORTH
 EH0095'NORTHEAST OF A POLE WITH TELEPHONE CABLE WARNING SIGN, 10.97 M (35.99
 EH0095'FT) NORTHEAST OF CENTER OF PAVED ROAD, 10.06 M (33.01 FT) NORTHWEST OF
 EH0095'THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 1.22 M (4.00
 EH0095'FT) NORTHEAST OF A POWER POLE AND 0.46 M (1.51 FT) SOUTHEAST OF A
 EH0095'CARSONITE WITNESS POST.  BM F 238 IS A STANDARD NGS DISK STAMPED-F 238
 EH0095'1974--, CRIMPED ON TOP OF A COPPER ROD WITH A PIPE COLLAR, FLUSH WITH
 EH0095'THE GROUND.  IT IS IN THE NORTHEAST ANGLE OF INTERSECTION OF
 EH0095'CROSSROADS, 45.42 M (149.02 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 61,
 EH0095'37.34 M (122.51 FT) SOUTH SOUTHEAST OF A POWER POLE, 9.14 M (29.99 FT)
 EH0095'NORTHEAST OF THE CENTER OF GRAVEL ROAD, 4.26 M (13.98 FT) SOUTHEAST OF
 EH0095'A POWER POLE, 1.31 M (4.30 FT) NORTHWEST OF GUY WIRE BASE AND 0.15 M
 EH0095'(0.49 FT) NORTHWEST OF A CARSONITE WITNESS POST.
 EH0095
 EH0095                          STATION RECOVERY (1991)
 EH0095
 EH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0095'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3153 ***********************************************************************
 EH3153  DESIGNATION -  HOLLYWOOD RM 5
 EH3153  PID         -  EH3153
 EH3153  STATE/COUNTY-  MS/TUNICA
 EH3153  USGS QUAD   -  HOLLYWOOD (1982)
 EH3153
 EH3153                         *CURRENT SURVEY CONTROL
 EH3153  ___________________________________________________________________
 EH3153* NAD 83(1986)-  34 44 39.     (N)    090 21 26.     (W)     SCALED    
 EH3153* NAVD 88     -        59.888  (meters)     196.48   (feet)  ADJUSTED  
 EH3153  ___________________________________________________________________
 EH3153  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EH3153  DYNAMIC HT  -          59.832 (meters)     196.30  (feet)  COMP
 EH3153  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 EH3153
 EH3153  VERT ORDER  -  FIRST     CLASS II
 EH3153
 EH3153.The horizontal coordinates were scaled from a topographic map and have
 EH3153.an estimated accuracy of +/- 6 seconds.
 EH3153
 EH3153.The orthometric height was determined by differential leveling
 EH3153.and adjusted in July 1994.
 EH3153
 EH3153.The geoid height was determined by GEOID03.
 EH3153
 EH3153.The dynamic height is computed by dividing the NAVD 88
 EH3153.geopotential number by the normal gravity value computed on the
 EH3153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3153.degrees latitude (g = 980.6199 gals.).
 EH3153
 EH3153.The modeled gravity was interpolated from observed gravity values.
 EH3153
 EH3153;                    North         East    Units  Estimated Accuracy
 EH3153;SPC MS W     -   581,490.      697,810.      MT  (+/- 180 meters Scaled)
 EH3153
 EH3153                          SUPERSEDED SURVEY CONTROL
 EH3153
 EH3153.No superseded survey control is available for this station.
 EH3153
 EH3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU419478(NAD 83)
 EH3153_MARKER: DR = REFERENCE MARK DISK
 EH3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3153_SP_SET: CONCRETE POST
 EH3153_STAMPING: HOLLYWOOD 1956 NO 5 1985
 EH3153_MARK LOGO: NGS   
 EH3153_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3153+STABILITY: SURFACE MOTION
 EH3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3153+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 EH3153
 EH3153  HISTORY     - Date     Condition        Report By
 EH3153  HISTORY     - 1985     MONUMENTED       NGS
 EH3153  HISTORY     - 19911113 GOOD             NGS
 EH3153  HISTORY     - 20030528 GOOD             USACE
 EH3153
 EH3153                          STATION DESCRIPTION
 EH3153
 EH3153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3153'6.4 KM (3.95 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH3153'STATE HIGHWAY 4 IN TUNICA, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY
 EH3153'ALONG A PAVED ROAD, 11.5 M (37.7 FT) NORTHEAST OF AND LEVEL WITH THE
 EH3153'ROAD CENTER, 11.5 M (37.7 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 EH3153'GRAVELED ROAD, 1.3 M (4.3 FT) NORTH OF A UTILITY POLE WITH A GUY
 EH3153'CABLE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 EH3153'FLUSH WITH THE GROUND SURFACE.
 EH3153
 EH3153                          STATION RECOVERY (2003)
 EH3153
 EH3153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1860 ***********************************************************************
 EG1860  DESIGNATION -  HOLMES
 EG1860  PID         -  EG1860
 EG1860  STATE/COUNTY-  MS/DE SOTO
 EG1860  USGS QUAD   -  PLEASANT HILL (1982)
 EG1860
 EG1860                         *CURRENT SURVEY CONTROL
 EG1860  ___________________________________________________________________
 EG1860* NAD 83(1993)-  34 59 26.99329(N)    089 57 22.44123(W)     ADJUSTED  
 EG1860* NAVD 88     -       123.94   (+/-2cm)     406.6    (feet)  VERTCON   
 EG1860  ___________________________________________________________________
 EG1860  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EG1860  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG1860  HORZ ORDER  -  FIRST
 EG1860  VERT ORDER  -  THIRD ? (See Below)
 EG1860
 EG1860.The horizontal coordinates were established by classical geodetic methods
 EG1860.and adjusted by the National Geodetic Survey in May 1994.
 EG1860
 EG1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1860.The vertical order pertains to the NGVD 29 superseded value.
 EG1860
 EG1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1860
 EG1860.The geoid height was determined by GEOID03.
 EG1860
 EG1860;                    North         East     Units Scale Factor Converg.
 EG1860;SPC MS W     -   608,920.988   734,426.941   MT  0.99996460   +0 12 58.5
 EG1860;SPC MS W     - 1,997,768.27  2,409,532.39   sFT  0.99996460   +0 12 58.5
 EG1860;SPC TN       -    80,250.889   238,880.591   MT  1.00005584   -2 18 58.1
 EG1860;SPC TN       -   263,289.79    783,727.41   sFT  1.00005584   -2 18 58.1
 EG1860;UTM  16      - 3,876,020.240   230,167.385   MT  1.00049745   -1 41 46.5
 EG1860;UTM  15      - 3,876,260.430   777,824.783   MT  1.00055141   +1 44 47.6
 EG1860
 EG1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1860!SPC MS W     -   0.99998485  x   0.99996460  =   0.99994945
 EG1860!SPC TN       -   0.99998485  x   1.00005584  =   1.00004069
 EG1860!UTM  16      -   0.99998485  x   1.00049745  =   1.00048229
 EG1860!UTM  15      -   0.99998485  x   1.00055141  =   1.00053625
 EG1860
 EG1860|---------------------------------------------------------------------|
 EG1860| PID    Reference Object                     Distance      Geod. Az  |
 EG1860|                                                           dddmmss.s |
 EG1860| AI3053 HOLMES RM 1                          86.563 METERS 00447     |
 EG1860| AI3054 HOLMES RM 3                          97.835 METERS 02932     |
 EG1860| AI3056 HOLMES AZ MK                                       0775529.9 |
 EG1860| AI3057 HOLMES RM 2                                        08603     |
 EG1860| EG1863 NESBITT LOOKOUT TOWER               APPROX. 9.9 KM 1951940.9 |
 EG1860| FF2010 WHITE HAVEN DISTRIBUTN CTR TK       APPROX. 7.5 KM 2801141.1 |
 EG1860| AI3055 HOLMES RM 4                          39.374 METERS 30249     |
 EG1860| FF2012 WHITE HAVEN UTILITY TANK            APPROX. 8.8 KM 3030712.9 |
 EG1860| FE2569 RNG MEMPHIS RADIO MEM               APPROX. 4.6 KM 3224656.7 |
 EG1860| FF1998 EXCHANGE                            APPROX.19.2 KM 3330347.7 |
 EG1860| FE2567 MEMPHIS MUN APT RADAR TOWER         APPROX. 6.9 KM 3393938.3 |
 EG1860|---------------------------------------------------------------------|
 EG1860
 EG1860                          SUPERSEDED SURVEY CONTROL
 EG1860
 EG1860  NAD 83(1993)-  34 59 26.99603(N)    089 57 22.44273(W) AD(       ) 1
 EG1860  NAD 83(1986)-  34 59 27.00296(N)    089 57 22.44228(W) AD(       ) 1
 EG1860  NAD 27      -  34 59 26.66400(N)    089 57 22.11700(W) AD(       ) 1
 EG1860  NGVD 29 (07/19/86)  123.90   (m)          406.5    (f) LEVELING    3  
 EG1860
 EG1860.Superseded values are not recommended for survey control.
 EG1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1860.See file dsdata.txt to determine how the superseded data were derived.
 EG1860
 EG1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3016776020(NAD 83)
 EG1860_MARKER: DS = TRIANGULATION STATION DISK
 EG1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1860_STAMPING: HOLMES 1914
 EG1860_MARK LOGO: CGS   
 EG1860_PROJECTION: PROJECTING 5 CENTIMETERS
 EG1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1860+STABILITY: SURFACE MOTION
 EG1860
 EG1860  HISTORY     - Date     Condition        Report By
 EG1860  HISTORY     - 1929     MONUMENTED       CGS
 EG1860  HISTORY     - 1935     GOOD             CGS
 EG1860  HISTORY     - 1956     GOOD             CGS
 EG1860  HISTORY     - 1959     GOOD             CGS
 EG1860  HISTORY     - 1966     GOOD             CGS
 EG1860  HISTORY     - 1967     GOOD             CGS
 EG1860  HISTORY     - 1985     GOOD             MSSU
 EG1860  HISTORY     - 1985     GOOD             MSU
 EG1860  HISTORY     - 19850621 GOOD             NGS
 EG1860  HISTORY     - 20040226 GOOD             INDIV
 EG1860
 EG1860                          STATION DESCRIPTION
 EG1860
 EG1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EHP)
 EG1860'ABOUT 12 MILES SOUTHEAST OF MEMPHIS, 3.5 MILES WEST AND 2 MILES SOUTH
 EG1860'OF CAPLEVILLE, 1
 EG1860'MILE NORTH OF PLUM POINT, IN NE 0.25 SEC 20, T 1 S,
 EG1860'R 7 W, 300 METERS (984 FEET)
 EG1860'SOUTHWEST OF STORE OF F V HOLMES, ABOUT
 EG1860'350 METERS (1,148 FEET) SOUTH OF
 EG1860'MISSISSIPPI-TENNESSEE STATE LINE,
 EG1860'ABOUT 200 YARDS WEST OF HOUSE OCCUPIED BY J D
 EG1860'SMITH, IN CULTIVATED
 EG1860'FIELD OWNED (IN 1914) BY W S LESTER, 90 METERS (295 FEET) SOUTH
 EG1860'OF STATE-LINE
 EG1860'WAGON ROAD, AND 155 METERS (509 FEET) WEST OF
 EG1860'NORTH-AND-SOUTH SECTION-LINE
 EG1860'ROAD.  TO REACH FROM MEMPHIS, FOLLOW
 EG1860'HERNANDO PAVED ROAD (STATE ROUTE 3) SOUTH 11
 EG1860'MILES TO WHITE HAVEN,
 EG1860'THENCE EAST ON GRAVEL ROAD 1 MILE, SOUTH 0.1 MILE, AND EAST 3.3
 EG1860'MILES TO
 EG1860'CROSSROADS, AND THENCE BY SOUTHERLY ROAD 2.1 MILES TO J D SMITHS
 EG1860'HOUSE.  SURFACE AND
 EG1860'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 EG1860'CONCRETE.  REFERENCE
 EG1860'MARKS ARE STANDARD REFERENCE
 EG1860'DISKS IN CONCRETE.  NO 1 IS ON FENCE LINE ON
 EG1860'SOUTH SIDE OF
 EG1860'STATE-LINE ROAD, ABOUT 100 METERS (328 FEET) WEST OF ROAD LEADING
 EG1860'NORTH, AND ABOUT 3
 EG1860'METERS (10 FEET) BELOW AND 86.47 METERS (283.7
 EG1860'FEET) FROM STATION.
 EG1860'NO 2 IS ON FENCE LINE
 EG1860'ON WEST SDIE OF SECTION-LINE ROAD RUNNING NORTH AND
 EG1860'SOUTH, ABOUT 100
 EG1860'METERS (328 FEET) SOUTH OF STATE-LINE ROAD, AND 4.5 METERS (15 FEET)
 EG1860'BELOW AND 154.87
 EG1860'METERS (508.1 FEET) FROM STATION N 86 DEG 33 MIN E.
 EG1860
 EG1860                          STATION RECOVERY (1935)
 EG1860
 EG1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EG1860'TO REACH FROM CAPLEVILLE, A TOWN ON STATE ROAD 78, GO WEST ON SHELBY
 EG1860'DRIVE FOR 3.2
 EG1860'MILES TO A ROAD GOING SOUTH.  GO SOUTH FOR 2.1 MILES TO
 EG1860'INTERSECTION OF STATE LINE ROAD.
 EG1860'THE NORTH AND SOUTH ROAD FROM THE
 EG1860'STATE LINE ROAD SOUTH IS CALLED SECTION LINE ROAD.
 EG1860'
 EG1860'STATION IS ON HIGHEST PART OF FIELD BOUNDED ON THE NORTH BY STATE
 EG1860'LINE ROAD AND ON
 EG1860'THE EAST BY THE SECTION LINE ROAD, OWNED BY W S
 EG1860'LESTER.
 EG1860'
 EG1860'RM NO 1 IS IN FENCE LINE ON THE SOUTH SIDE OF STATE LINE ROAD, 405
 EG1860'FEET WEST OF THE
 EG1860'CENTER LINE OF SECTION LINE ROAD, 6 INCHES UNDER
 EG1860'GROUND.
 EG1860'
 EG1860'RM NO 2 IS IN FENCE LINE WEST OF SECTION LINE ROAD, 256 FEET SOUTH OF
 EG1860'STATE LINE ROAD.
 EG1860'THE BRASS DISK FOR THIS REFERENCE MARK HAS BEEN
 EG1860'CHISELED OUT OF THE CONCRETE.  THE
 EG1860'STEM OF THE DISK IS STILL SOLID IN
 EG1860'THE CONCRETE.
 EG1860'
 EG1860'STATION AND REFERENCE MARK NO 1 RECOVERED IN GOOD CONDITION.
 EG1860
 EG1860                          STATION RECOVERY (1956)
 EG1860
 EG1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (NET)
 EG1860'STATION MARK, REFERENCE MARK NO 1 WERE RECOVERED AND FOUND IN GOOD
 EG1860'CONDITION.  REFERENCE MARK
 EG1860'NO 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED AND IS
 EG1860'BELIEVED TO BE DESTROYED.
 EG1860'
 EG1860'REFERENCE MARK NO 3, REFERENCE MARK NO 4 AND AN AZIMUTH MARK WERE
 EG1860'ESTABLISHED.
 EG1860'
 EG1860'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 EG1860'
 EG1860'STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHEAST OF HERNANDO, ABOUT
 EG1860'5 MILES WEST OF MINERAL
 EG1860'WELLS, ABOUT 4.5 MILES SOUTH-SOUTHEAST OF THE MEMPHIS
 EG1860'MUNICIPAL AIRPORT, ABOUT 1 MILE
 EG1860'NORTH OF PLUM POINT, ABOUT 0.3 MILE
 EG1860'SOUTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, ON
 EG1860'THE HIGHEST POINT,
 EG1860'IN A CULTIVATED FIELD OWNED BY MR ANDREW SAULSBURY AND IN THE
 EG1860'NORTHEAST QUATER
 EG1860'OF SECTION 20, T 1 S, R 7 W.
 EG1860'
 EG1860'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HAVEN, TENNESSEE,
 EG1860'(WHITE HAVEN IS 11 MILES
 EG1860'SOUTH OF MEMPHIS ON U S HIGHWAY 51 AND ABUT 1.7
 EG1860'MILES NORTH OF THE
 EG1860'MISSISSIPPI-TENNESSEE STATE LINE.) GO EAST ON THE
 EG1860'WHITE CAP ROAD 4 MILES TO CROSSROAD,
 EG1860'TURN RIGHT, SOUTH, AND GO ON THE
 EG1860'CHULAHOMA ROAD FOR 2 MILES TO CROSSROAD AT JOG IN
 EG1860'NORTH-SOUTH ROAD
 EG1860'AND A TALL 4 FOOT STUMP AND THE STATION IN THE FIELD APPROXIMATELY
 EG1860'600 FEET
 EG1860'SOUTHWEST OF THE CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM
 EG1860'THE CROSSROAD AT THE
 EG1860'STATION, GO EAST ON GRAVEL ROAD FOR 0.15 MILE TO
 EG1860'THE AZIMUTH MARK ON THE RIGHT.)
 EG1860'
 EG1860'STATION MARK, A STANDARD DISK, NO STAMPING ON THE MARK, SET IN THE
 EG1860'TOP OF A CONCRETE
 EG1860'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 284 FEET SOUTH OF
 EG1860'THE RIGHT-OF-WAY FENCE
 EG1860'LINE, 269 FEET SOUTHEAST OF A POWER LINE POLE
 EG1860'AND 2 FEET NORTH OF A WHITE WITNESS POST.
 EG1860'
 EG1860'REFERENCE MARK NO 1, A STANDARD DISK, NO STAMPING ON THE MARK, SET IN
 EG1860'THE TOP OF A CONCRETE
 EG1860'MONUMENT WHICH IS 6 INCHES BELOW THE SURFACE.  IT IS
 EG1860'405 FEET WEST OF THE CENTER OF A
 EG1860'SECTION LINE ROAD GOING SOUTH, 134.7
 EG1860'FEET WEST OF REFERENCE MARK NO 3 1914, 15.5 FEET
 EG1860'SOUTH OF THE CENTER
 EG1860'OF THE ROAD, 3 FEET SOUTH OF THE TOP EDGE OF A 3 FOOT BANK,
 EG1860'APPROXIMATELY 10
 EG1860'FEET LOWER THAN THE STATION AND SET DIRECTLY UNDER
 EG1860'THE FENCE LINE.
 EG1860'
 EG1860'REFERENCE MARK NO 3, A STANDARD DISK, STAMPED HOLMES NO 3 1914, SET
 EG1860'IN THE TOP OF A CONCRETE
 EG1860'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 272 FEET WEST
 EG1860'OF THE CENTER OF THE SECTION
 EG1860'LINE ROAD GOING SOUTH, 20 FEET SOUTH OF
 EG1860'THE CENTER OF A GRAVEL ROAD, 3 FEET SOUTH OF
 EG1860'THE NORTH-SOUTH FENCE
 EG1860'LINE AND APPROXIMATELY 10 FEET LOWER THAN THE STATION.
 EG1860'
 EG1860'REFERENCE MARK NO 4, A STANDARD DISK, STAMPED HOLMES NO 4 1914, SET
 EG1860'IN THE TOP OF A CONCRETE
 EG1860'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 230 FEET SOUTH
 EG1860'OF THE CENTER OF A GRAVEL ROAD,
 EG1860'183 FEET SOUTH OF A POWER LINE POLE,
 EG1860'APPROXIMATELY 2 FEET LOWER THAN THE STATION AND AT
 EG1860'THE WEST EDGE OF
 EG1860'THE FIELD WHERE IT SLOPES TO THE WEST.
 EG1860'
 EG1860'AZIMUTH MARK, A STANDARD DISK STAMPED HOLMES 1914, SET IN THE TOP OF
 EG1860'A CONCRETE MONUMENT WHICH
 EG1860'PROJECTS 6 INCHES.  IT IS 36 FEET SOUTH OF THE CENTER
 EG1860'OF A GRAVEL ROAD, 17 FEET SOUTH
 EG1860'OF THE NORTH-SOUTH FENCE LINE, 5 FEET
 EG1860'SOUTHWEST OF A POWER LINE POLE AND 2 FEET
 EG1860'SOUTHWEST OF A WHITE WITNESS POST.
 EG1860
 EG1860                          STATION RECOVERY (1959)
 EG1860
 EG1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 EG1860'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 3, RM NO 4
 EG1860'AND THE AZIMUTH
 EG1860'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EG1860'FOLLOWING IS A NEW AND COMPLETE
 EG1860'DESCRIPTION.
 EG1860'
 EG1860'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHEAST OF HERNANDO,
 EG1860'ABOUT 5 MILES WEST OF
 EG1860'MINERAL WELLS, ABOUT 5 MILES SOUTH-SOUTHEAST OF THE
 EG1860'MEMPHIS MUNICIPAL AIRPORT, ABOUT
 EG1860'1 MILE NORTH OF PLUM POINT AND ABOUT
 EG1860'0.3 MILE SOUTH OF THE MISSISSIPPI-TENNESSEE STATE
 EG1860'LINE ON THE HIGHEST
 EG1860'POINT OF A CULTIVATED FIELD OWNED BY MR ANDREW SAULSBURY.
 EG1860'
 EG1860'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HAVEN, TENNESSEE,
 EG1860'(WHITE HAVEN IS 11 MILES
 EG1860'SOUTH OF MEMPHIS ON U S HIGHWAY 51 AND ABOUT 1.7
 EG1860'MILES NORTH OF THE
 EG1860'MISSISSIPPI-TENNESSEE STATE LINE) GO EAST ON
 EG1860'SHELBY DR AND WHITE-CAP RD FOR 4.1
 EG1860'MILES TO A CROSSROAD, TURN RIGHT
 EG1860'SOUTH ON TCHULAHOMA RD AND GO 1.05 MILES TO A
 EG1860'CROSSROAD, CONTINUE
 EG1860'STRAIGHT AHEAD ON TCHULAHOMA ROD FOR 1.05 MILES TO A CROSSROAD
 EG1860'AT JOG IN THE
 EG1860'NORTH-SOUTH ROAD AND A TALL 4-FOOT STUMP, (THE STATION IS
 EG1860'APPROXIMATELY 600 FEET
 EG1860'SOUTHWEST OF THE CROSSROAD) CONTINUE SOUTH ON
 EG1860'GRAVELED ROAD FOR 0.05 MILE TO A WIRE
 EG1860'GATE ON THE RIGHT, TURN RIGHT
 EG1860'PASS THROUGH GATE AND GO WEST ACROSS CULTIVATED FIELD
 EG1860'FOR 0.1 MILE TO
 EG1860'THE HIGHEST POINT AND STATION AS DESCRIBED.
 EG1860'
 EG1860'TO REACH THE AZIMUTH FROM THE CROSSROAD GO EAST ON A GRADED ROAD FOR
 EG1860'0.15 MILE TO THE AZIMUTH
 EG1860'MARK ON THE RIGHT BY A POWER LINE POLE AS DESCRIBED.
 EG1860'
 EG1860'THE STATION IS A STANDARD STATION DISK CEMENTED IN THE TOP OF A
 EG1860'1-FOOT SQUARE CONCRETE
 EG1860'MONUMENT, NO STAMPING ON THE MARK, THE MONUMENT PROJECTS 4
 EG1860'INCHES ABOVE THE SURFACE OF
 EG1860'THE GROUND.  IT IS 284 FEET SOUTH OF THE
 EG1860'RIGHT-OF-WAY FENCE LINE, 268 FEET SOUTHEAST OF
 EG1860'A POWER LINE POLE AND
 EG1860'3 FEET NORTH OF A WHITE WITNESS POST.
 EG1860'
 EG1860'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK CEMENTED IN THE TOP
 EG1860'OF A 1-FOOT SQUARE
 EG1860'CONCRETE MONUMENT, NO STAMPING ON THE MARK, THE
 EG1860'MONUMENT IS 4 INCHES BELOW THE
 EG1860'SURFACE OF THE GROUND.  IT IS 405 FEET
 EG1860'WEST OF THE CENTER OF A SECTION LINE ROAD GOING
 EG1860'SOUTH, 134.7 FEET
 EG1860'WEST OF REFERENCE MARK NO 3, 15 FEET SOUTH OF THE CENTER OF A
 EG1860'GRADED ROAD, 3
 EG1860'FEET SOUTH OF THE TOP EDGE OF A 3 FOOT BANK AND SET DIRECTLY
 EG1860'UNDER THE FENCE LINE
 EG1860'APPROXIMATELY 10 FEET LOWER THAN THE STATION.
 EG1860'
 EG1860'REFERENCE MARK NO 3 IS A STANDARD REFERENCE DISK CEMENTED IN THE TOP
 EG1860'OF A 1-FOOT SQUARE
 EG1860'CONCRETE MONUMENT, STAMPED HOLMES NO 3 1914, THE
 EG1860'MONUMENT PROJECTS 6 INCHES ABOVE
 EG1860'THE SURFACE OF THE GROUND.  IT IS
 EG1860'272 FEET WEST OF THE CENTER OF THE SECTION LINE
 EG1860'ROAD GOING SOUTH, 29
 EG1860'FEET NORTH OF A POWER LINE, 20 FEET SOUTH OF THE CENTER OF A
 EG1860'GRADED ROAD, 3
 EG1860'FEET SOUTH OF A EAST-WEST FENCE LINE AND APPROXIMATELY 10
 EG1860'FEET LOWER THAN THE
 EG1860'STATION.
 EG1860'
 EG1860'REFERENCE MARK NO 4 IS A STANDARD REFERENCE DISK CEMENTED IN THE TOP
 EG1860'OF A 1-FOOT SQUARE
 EG1860'CONCRETE MONUMENT, STAMPED HOLMES NO 4 1914, THE
 EG1860'MONUMENT PROJECTS 4 INCHES ABOVE
 EG1860'THE SURFACE OF THE GROUND.  IT IS
 EG1860'230 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 183
 EG1860'FEET SOUTH OF A
 EG1860'POWER LINE POLE, APPROXIMATELY 2 FEET LOWER THAN THE STATION AND AT
 EG1860'THE WEST EDGE OF
 EG1860'THE FIELD WHERE IT SLOPES TO THE WEST.
 EG1860'
 EG1860'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK CEMENTED IN THE TOP OF A
 EG1860'1-FOOT SQUARE CONCRETE
 EG1860'MONUMENT, STAMPED HOLMES 1956, THE MONUMENT PROJECTS
 EG1860'6 INCHES ABOVE THE SURFACE OF THE
 EG1860'GROUND.  IT IS 36 FEET SOUTH OF THE
 EG1860'CENTER OF A GRADED ROAD, 17 FEET SOUTH OF A
 EG1860'EAST-WEST FENCE LINE, 2
 EG1860'FEET SOUTHWEST OF A POWER LINE POLE AND 2 FEET SOUTHWEST OF A
 EG1860'WHITE WITNESS POST.
 EG1860'
 EG1860'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EG1860
 EG1860                          STATION RECOVERY (1966)
 EG1860
 EG1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 EG1860'THE STATION WAS VISITED 9-22-66 AND THE STATION, AZIMUTH MARK AND RM
 EG1860'NO 1, NO 3 AND NO 4
 EG1860'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS
 EG1860'NOT FOUND AT THIS DATE.  THE
 EG1860'AZIMUTH MARK IS OBSTRUCTED FROM THE
 EG1860'STATION BY TREES.  A NEW DESCRIPTION FOLLOWS-
 EG1860'
 EG1860'THE STATION IS LOCATED ABOUT 12 MILES NNE OF HERNANDO, ABOUT 5 MILES
 EG1860'W OF MINREAL
 EG1860'SPRINGS, ABOUT 4.5 MILES SSE OF MEMPHIS MUNICIPAL
 EG1860'AIRPORT, AND ABOUT 0.3 MILE
 EG1860'SOUTH OF THE MISSISSIPPI-TENNESSEE STATE
 EG1860'LINE, ON THE HIGHEST POINT IN THE VICINITY, IN
 EG1860'A CULTIVATED FIELD,
 EG1860'AND IN THE NORTHEAST 0.25 OF SEC 20, T1S, R7W.  IT IS ABOUT 284
 EG1860'FEET SOUTH OF THE
 EG1860'FENCE LINE, 268 FEET SE OF A POWER POLE, 17 FEET EAST OF
 EG1860'A METAL WITNESS POST.  IT IS A
 EG1860'STANDARD DISK, STAMPED HOLMES 1914,
 EG1860'PROJECTING 4 INCHES.
 EG1860'
 EG1860'REFERENCE MARK NO 1 IS 284.00 FEET NORTH OF THE STATION, 30 FEET
 EG1860'NORTH OF A POWER
 EG1860'POLE, 17 FEET S OF THE CENTER OF THE ROAD, 504 FEET
 EG1860'W OF THE PROJECTED CENTERLINE OF
 EG1860'THE SECTION LINE LEADING SOUTH, 348
 EG1860'FEET W OF A POWER POLE, 112 FEET E OF A POWER POLE
 EG1860'IN THE FIELD,
 EG1860'134.7 FEET W OF REFERENCE MARK NO 3, AND 1 FOOT S OF A METAL WITNESS
 EG1860'POST.  IT IS A
 EG1860'STANDARD DISK, WHICH IS NOT STAMPED, 6 INCHES BELOW
 EG1860'THE GROUND.
 EG1860'
 EG1860'REFERENCE MARK NO 3 IS 320.98 FEET NNE OF THE STATION, 19 FEET S OF
 EG1860'THE CENTER OF THE
 EG1860'ROAD, 1 FOOT S OF A FENCE LINE, 30 FEET NORTH OF A
 EG1860'POWER LINE, 369 FEET W OF THE
 EG1860'PROJECTED CENTER OF THE SECTION LINE
 EG1860'ROAD LEADING SOUTH, 213 FEET W OF A POWER POLE,
 EG1860'246 FEET E OF A POWER
 EG1860'POLE IN THE FIELD, AND 1 FOOT S OF A METAL WITNESS POST, IT IS A
 EG1860'STANDARD DISK, STAMPED HOLMES NO 3 1914, PROJECTING 4 INCHES.
 EG1860'
 EG1860'REFERENCE MARK NO 4 IS 129.18 FEET NW OF THE STATION, 230 FEET S OF
 EG1860'THE CENTER OF A
 EG1860'ROAD, 52 FEET NW OF A 6-INCH WALNUT TREE, 183 FEET S
 EG1860'OF A POWER POLE, AND SET IN THE
 EG1860'TOP OF A TERRACE.  IT IS A STANDARD
 EG1860'DISK, STAMPED HOLMES NO 4 1914, PROJECTING 4 INCHES.
 EG1860'
 EG1860'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, 12 FEET EAST
 EG1860'OF A DRIVEWAY, 57
 EG1860'FEET SE OF A 48-INCH OAK TREE WITH TOP TRIMED, 36 FEET
 EG1860'S OF THE CENTER OF THE GRAVELED
 EG1860'ROAD, AND 5 FEET SW OF A POWER POLE.
 EG1860'IT IS A STANDARD DISK, STAMPED HOLMES 1956,
 EG1860'PROJECTING 6 INCHES.
 EG1860'
 EG1860'TO REACH THE STATION FRM THE COURTHOUSE IN HERENANDO, GO NW ON U S
 EG1860'HIGHWAY 51 FOR
 EG1860'12.55 MILES TO THE INTERSECTION WITH STATE LINE ROAD,
 EG1860'TURN RIGHT, EAST, AND CONTINUE ON
 EG1860'STATE LINE ROAD FOR 4.1 MILES TO
 EG1860'CHULAHOMA ROAD, TURN RIGHT, SOUTH AND GO 0.5 MILE TO
 EG1860'A GATE ON THE
 EG1860'RIGHT, TURN RIGHT AND GO WEST ACROSS FIELD TO THE STATION.  TO REACH
 EG1860'THE AZIMUTH FROM
 EG1860'STATE LINE ROAD AND CHULOMA ROAD CONTINUE EAST FOR
 EG1860'0.15 MILE TO THE MARK ON THE RIGHT.
 EG1860
 EG1860                          STATION RECOVERY (1967)
 EG1860
 EG1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 EG1860'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO IN GOOD
 EG1860'CONDITION.
 EG1860
 EG1860                          STATION RECOVERY (1985)
 EG1860
 EG1860'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (JCS)
 EG1860'HOLMES 1914 FOUND GOOD.
 EG1860'HOLMES NO 4 1914 FOUND GOOD.
 EG1860'HOLMES 1914 NO 5 1984 FOUND GOOD.
 EG1860'HOLMES 1914 NO 6 1984 FOUND GOOD.
 EG1860'HOLMES 1956 (AZ MK) FOUND GOOD.
 EG1860'
 EG1860'1984 DATA NOT AVAILABLE FOR RECOVERY.
 EG1860
 EG1860                          STATION RECOVERY (1985)
 EG1860
 EG1860'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985 (GD)
 EG1860'RECOVERED IN GOOD CONDITION.
 EG1860
 EG1860                          STATION RECOVERY (1985)
 EG1860
 EG1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 EG1860'THE STATION MARK AND REFERENCE MARK NO 4 AND AZIMUTH MARK WERE
 EG1860'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 3 HAD BEEN DESTROYED.
 EG1860'THE AZIMUTH MARK IS NOT VISIBLE DUE TO TREES AND THE DISTANCE TO
 EG1860'REFERENCE MARK NO 4 COULD NOT BE CHECKED DUE TO A BUILDING.  NEW
 EG1860'REFERENCE MARKS NO 5 AND NO 6 WERE ESTABLISHED AT THIS DATE.  NO
 EG1860'SUITABLE LOCATION FOR A NEW AZIMUTH MARK WAS AVAILABLE.  A NEW
 EG1860'DESCRIPTION FOLLOWS.
 EG1860' 
 EG1860'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 EG1860'STATE LINE ROAD, IN SOUTHHAVEN, MS, GO EAST ON STATE LINE ROAD FOR 2.6
 EG1860'MI (4.2 KM) TO A DRIVEWAY TO A MOBIL HOME ON THE RIGHT, 0.1 MI (0.2
 EG1860'KM) BEFORE REACHING A CROSSROAD, TURN RIGHT ON DRIVEWAY, PASSING WEST
 EG1860'SIDE OF MOBILE HOME FOR 0.05 MI (0.08 KM) TO GARDEN PLOT AND STATION.
 EG1860' 
 EG1860'STATION IS A STANDARD DISK, STAMPED HOLMES 1914, SET IN TOP OF A
 EG1860'SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS AT NORTH EDGE OF A
 EG1860'GARDEN PLOT, 48.46 M (158.99 FT) NORTH OF A POWER POLE WITH
 EG1860'TRANSFORMER, 26.06 M (85.50 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 EG1860'BLOCK BUILDING, 18.75 M (61.52 FT) EAST OF A PROPERTY LINE FENCE,
 EG1860'11.28 M (37.01 FT) WEST OF A PROPERTY LINE FENCE AND 0.30 M (0.98 FT)
 EG1860'SOUTH OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO 4 IS A
 EG1860'STANDARD DISK STAMPED--HOLMES NO 4 1914-, SET IN TOP OF A SQUARE
 EG1860'CONCRETE POST, PROJECTING 1 INCH.  IT IS 19.50 M (63.98 FT) SOUTH
 EG1860'SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE, 12.19 M (39.99 FT) SOUTH
 EG1860'OF A POWERLINE SERVICE POLE, 7.44 M (24.41 FT) NORTHWEST OF THE
 EG1860'NORTHWEST CORNER OF A BLOCK BUILDING, 4.57 M (14.99 FT) NORTH
 EG1860'NORTHEAST OF A 16 INCH PECAN TREE AND 1.52 M (4.99 FT) NORTHEAST OF A
 EG1860'16 INCH OAK TREE.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK,
 EG1860'STAMPED--HOLMES 1914 NO 5 1984--, SET IN TOP OF A ROUND CONCRETE POST
 EG1860'FLUSH WITH THE GROUND.  IT IS 43.71 M (143.41 FT) NORTH NORTHEAST OF A
 EG1860'POWER POLE WITH TRANSFORMER, 39.01 M (127.99 FT) SOUTHEAST OF THE
 EG1860'NORTHEAST CORNER OF BLOCK BUILDING AND 0.46 M (1.51 FT) WEST OF A
 EG1860'FIBERGLASS WITNESS POST AND PROPERTY LINE FENCE. REFERENCE MARK NO 6
 EG1860'IS A STANDARD NGS DISK, STAMPED--HOLMES 1914 NO 6 1984--, SET IN TOP
 EG1860'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 38.71 M (127.00
 EG1860'FT) NORTH NORTHWEST OF A POWER POLE WITH TRANSFORMER, 22.86 M (75.00
 EG1860'FT) SOUTH OF THE SOUTHEAST CORNER OF BLOCK BUILDING AND 0.61 M (2.00
 EG1860'FT) EAST OF A FIBERGLASS WITNESS POST AND PROPERTY LINE FENCE.
 EG1860'AZIMUTH MARK IS A STANDARD DISK, STAMPED --HOLMES 1956--, SET IN TOP
 EG1860'OF A SQUARE CONCRETE POST, PROJECTING 1 FOOT.  (0.3 M) IT IS 11.58 M
 EG1860'(37.99 FT) SOUTH OF THE CENTER OF STATE LINE ROAD, 3.35 M (10.99 FT)
 EG1860'NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 1.28 M (4.20 FT)
 EG1860'SOUTHWEST OF A POWER POLE AND 0.30 M (0.98 FT) EAST OF A FIBERGLASS
 EG1860'WITNESS POST.  TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON
 EG1860'STATE LINE ROAD FOR 0.2 MI (0.3 KM) TO A DRIVEWAY AND MARK ON THE
 EG1860'RIGHT.
 EG1860
 EG1860                          STATION RECOVERY (2004)
 EG1860
 EG1860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RPB)
 EG1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1567 ***********************************************************************
 BV1567  DESIGNATION -  HOME
 BV1567  PID         -  BV1567
 BV1567  STATE/COUNTY-  MS/CLARKE
 BV1567  USGS QUAD   -  HALE (1982)
 BV1567
 BV1567                         *CURRENT SURVEY CONTROL
 BV1567  ___________________________________________________________________
 BV1567* NAD 83(1993)-  31 56 18.31656(N)    088 48 07.84483(W)     ADJUSTED  
 BV1567* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 BV1567  ___________________________________________________________________
 BV1567  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BV1567  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BV1567  HORZ ORDER  -  SECOND
 BV1567
 BV1567.The horizontal coordinates were established by classical geodetic methods
 BV1567.and adjusted by the National Geodetic Survey in May 1994.
 BV1567
 BV1567.The orthometric height was scaled from a topographic map.
 BV1567
 BV1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1567
 BV1567.The geoid height was determined by GEOID03.
 BV1567
 BV1567;                    North         East     Units Scale Factor Converg.
 BV1567;SPC MS E     -   270,321.829   302,945.678   MT  0.99995011   +0 00 59.3
 BV1567;SPC MS E     -   886,880.87    993,914.28   sFT  0.99995011   +0 00 59.3
 BV1567;UTM  16      - 3,535,027.749   329,648.416   MT  0.99995790   -0 57 12.9
 BV1567
 BV1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1567!SPC MS E     -   0.99998790  x   0.99995011  =   0.99993801
 BV1567!UTM  16      -   0.99998790  x   0.99995790  =   0.99994580
 BV1567
 BV1567:                Primary Azimuth Mark                     Grid Az
 BV1567:SPC MS E     -  SHUBUTA MUNICIPAL WATER TANK             131 21 59.0
 BV1567:UTM  16      -  SHUBUTA MUNICIPAL WATER TANK             132 20 11.2
 BV1567
 BV1567|---------------------------------------------------------------------|
 BV1567| PID    Reference Object                     Distance      Geod. Az  |
 BV1567|                                                           dddmmss.s |
 BV1567| BV1544 SHUBUTA MUNICIPAL WATER TANK        APPROX.13.0 KM 1312258.3 |
 BV1567| BV1883 HOME RM 1                            18.728 METERS 13331     |
 BV1567| BV1885 HOME AZ MK                                         1675230.8 |
 BV1567| BV1884 HOME RM 2                            23.656 METERS 23333     |
 BV1567|---------------------------------------------------------------------|
 BV1567
 BV1567                          SUPERSEDED SURVEY CONTROL
 BV1567
 BV1567  NAD 83(1993)-  31 56 18.32713(N)    088 48 07.84548(W) AD(       ) 2
 BV1567  NAD 83(1986)-  31 56 18.33036(N)    088 48 07.84616(W) AD(       ) 2
 BV1567  NAD 27      -  31 56 17.77800(N)    088 48 07.68000(W) AD(       ) 2
 BV1567
 BV1567.Superseded values are not recommended for survey control.
 BV1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1567.See file dsdata.txt to determine how the superseded data were derived.
 BV1567
 BV1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA2964835028(NAD 83)
 BV1567_MARKER: DS = TRIANGULATION STATION DISK
 BV1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1567_SP_SET: CONCRETE POST
 BV1567_STAMPING: HOME 1956
 BV1567_MARK LOGO: CGS   
 BV1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1567+STABILITY: SURFACE MOTION
 BV1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1567+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 BV1567
 BV1567  HISTORY     - Date     Condition        Report By
 BV1567  HISTORY     - 1956     MONUMENTED       CGS
 BV1567  HISTORY     - 1956     GOOD             CGS
 BV1567  HISTORY     - 1964     GOOD             MSHD
 BV1567  HISTORY     - 19900830 GOOD             MSHD
 BV1567
 BV1567                          STATION DESCRIPTION
 BV1567
 BV1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1567'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF QUITMAN AND 8 MILES
 BV1567'NORTHWEST OF SHUBUTA IN A WOODED AREA. IT IS ON PROPERTY OWNED BY
 BV1567'THE MASONITE CORP. THE MARK IS 25 FEET NORTHEAST OF A FIRE BREAK,
 BV1567'21 FEET NORTH OF A 12 INCH PINE TREE AND 5 FEET NORTHEAST OF A
 BV1567'WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 BV1567'HOME 1956.
 BV1567'
 BV1567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 BV1567'HIGHWAY 18 ABOUT 2.0 MILES SOUTH OF QUITMAN, GO SOUTH ON HIGHWAY 45
 BV1567'FOR 2.4 MILES TO A PAVED SIDE ROAD RIGHT. TURN RIGHT AND GO
 BV1567'WESTERLY ON PAVED ROAD FOR 5.25 MILES TO AN OLD FRAME STORE
 BV1567'BUILDING ON THE RIGHT. CONTINUE WEST ON PAVED ROAD FOR 0.05 MILE
 BV1567'TO A GRADED SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON GRADED
 BV1567'ROAD FOR 1.55 MILES TO A WOODS ROAD RIGHT. TURN RIGHT AND GO WEST
 BV1567'ON WOODS ROAD FOR 0.1 MILE TO A FORK. TAKE RIGHT FORK AND GO
 BV1567'WESTERLY FOR 0.05 MILE TO WHERE WOODS ROAD CROSSES A FIRE BREAK.
 BV1567'TURN RIGHT AND GO NORTH FOLLOWING FIRE BREAK FOR 0.15 MILE TO THE
 BV1567'STATION NORTHEAST OF THE FIRE BREAK AS DESCRIBED.
 BV1567'
 BV1567'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOLLOWING FIRE
 BV1567'BREAK FOR 0.15 MILE TO THE WOODS ROAD. CONTINUE SOUTH FOLLOWING FIRE
 BV1567'BREAK THROUGH THE WOODS FOR 0.1 MILE TO WHERE THE FIRE BREAK
 BV1567'CROSSES A WOODS ROAD AND THE MARK AS DESCRIBED.
 BV1567'
 BV1567'REFERENCE MARK 1 IS 24 FEET EAST OF THE FIRE BREAK AND 5 FEET EAST
 BV1567'OF THE EAST EDGE OF A DITCH. THE MARK PROJECTS 4 INCHES AND THE DISK
 BV1567'IS STAMPED HOME NO 1 1956.
 BV1567'
 BV1567'REFERENCE MARK 2 IS 52 FEET WEST OF THE FIRE BREAK AND 9 FEET NORTH
 BV1567'OF A 6 INCH OAK TREE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 BV1567'STAMPED HOME NO 2 1956.
 BV1567'
 BV1567'THE AZIMUTH MARK IS 43 FEET NORTHEAST OF THE JUNCTION OF THE WOODS
 BV1567'ROAD AND THE FIRE BREAK, 11 FEET EAST OF THE WOODS ROAD AND 4 FEET
 BV1567'EAST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 BV1567'STAMPED HOME 1956.
 BV1567
 BV1567                          STATION RECOVERY (1956)
 BV1567
 BV1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BV1567'RECOVERED IN GOOD CONDITION.
 BV1567
 BV1567                          STATION RECOVERY (1964)
 BV1567
 BV1567'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1567'THE STATION WAS VISITED APRIL 1964 AND ALL MARKS WERE FOUND IN GOOD
 BV1567'CONDITION.
 BV1567'
 BV1567'THE DESCRIPTION IS ADEQUATE.
 BV1567'
 BV1567'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTHWEST OF THE STATION, AND
 BV1567'1.0 FOOT WEST OF THE AZIMUTH MARK.
 BV1567
 BV1567                          STATION RECOVERY (1990)
 BV1567
 BV1567'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 BV1567'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF SHUBUTA, ON
 BV1567'THE WEST SIDE OF A WOODS ROAD, 8.2 MI (13.2 KM) SOUTHWEST OF QUITMAN,
 BV1567'5.4 MI (8.7 KM) SOUTHWEST OF THE COMMUNITY OF DESOTO AND IS IN
 BV1567'SECTION 7, T 1N, R 15E.
 BV1567'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO SOUTH ON U.S. HIGHWAY 45
 BV1567'FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF STATE HIGHWAY 18 WEST,
 BV1567'CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 2.5 MI (4.0 KM) TO SIDE ROAD
 BV1567'RIGHT JUST BEYOND A CEMETERY, TURN RIGHT AND GO WEST ON A PAVED ROAD
 BV1567'FOR 5.5 MI (8.9 KM) TO A SIDE ROAD LEFT JUST BEYOND A SIDE ROAD
 BV1567'RIGHT, TURN LEFT AND GO SOUTH ON A NARROW PAVED ROAD FOR 1.55 MI
 BV1567'(2.49 KM) TO A WOODS ROAD RIGHT, TURN RIGHT AND GO WEST ON A WOODS
 BV1567'ROAD FOR 0.1 MI (0.2 KM) TO A FORK, TAKE THE RIGHT FORK AND GO
 BV1567'NORTHWEST ON A WOODS ROAD FOR 0.05 MI (0.08 KM) TO A SIDE ROAD RIGHT,
 BV1567'TURN RIGHT AND GO NORTH ON A WOODS ROAD FOR 0.1 MI (0.2 KM) TO THE
 BV1567'MARK ON THE LEFT.
 BV1567'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1567'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD, FLUSH WITH THE
 BV1567'GROUND, 21.0 FT (6.4 M) NORTH-NORTHEAST OF A 16 INCH PINE WITH A
 BV1567'WITNESS SIGN ON IT, 16.0 FT (4.9 M) WEST OF THE CENTER OF A WOODS
 BV1567'ROAD AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0763 ***********************************************************************
 DK0763  DESIGNATION -  HOME BOLT
 DK0763  PID         -  DK0763
 DK0763  STATE/COUNTY-  MS/BOLIVAR
 DK0763  USGS QUAD   -  BENOIT (1972)
 DK0763
 DK0763                         *CURRENT SURVEY CONTROL
 DK0763  ___________________________________________________________________
 DK0763* NAD 83(1986)-  33 39 25.     (N)    091 06 38.     (W)     SCALED    
 DK0763* NAVD 88     -        40.85   (+/-2cm)     134.0    (feet)  VERTCON   
 DK0763  ___________________________________________________________________
 DK0763  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0763  VERT ORDER  -  ? (See Below)
 DK0763
 DK0763.The horizontal coordinates were scaled from a topographic map and have
 DK0763.an estimated accuracy of +/- 6 seconds.
 DK0763
 DK0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0763.The vertical order pertains to the NGVD 29 superseded value.
 DK0763
 DK0763.The geoid height was determined by GEOID03.
 DK0763
 DK0763;                    North         East    Units  Estimated Accuracy
 DK0763;SPC MS W     -   461,170.      627,910.      MT  (+/- 180 meters Scaled)
 DK0763
 DK0763                          SUPERSEDED SURVEY CONTROL
 DK0763
 DK0763  NGVD 29 (??/??/??)   40.929  (m)          134.28   (f) ADJUSTED    ?  
 DK0763
 DK0763.Superseded values are not recommended for survey control.
 DK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0763.See file dsdata.txt to determine how the superseded data were derived.
 DK0763
 DK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT751257(NAD 83)
 DK0763_MARKER: B = BOLT
 DK0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0763_SP_SET: STONE
 DK0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0763+STABILITY: SURFACE MOTION
 DK0763
 DK0763  HISTORY     - Date     Condition        Report By
 DK0763  HISTORY     - UNK      MONUMENTED       DOD
 DK0763  HISTORY     - 1934     GOOD             CGS
 DK0763
 DK0763                          STATION DESCRIPTION
 DK0763
 DK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0763'IN HOME LANDING.
 DK0763'P.B.M. HOME IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT BANK
 DK0763'OF MISSISSIPPI RIVER, BOLIVAR COUNTY, MISSISSIPPI, BACK OF LEVEE NEAR
 DK0763'LOWER END OF LAKE BOLIVAR REVETMENT AND HOME LANDING. APPROXIMATELY
 DK0763'500 FEET SOUTHEAST OF LEVEE MILE POST 47/48.  OPPOSITE PROMINENT ANGLE
 DK0763'IN LEVEE.  ON HIGH GROUND RUNNING FROM LEVEE INTO BORROW PIT. ON NORTH
 DK0763'EDGE OF WILLOW THICKET.  172 FEET SOUTHWEST OF LANDSIDE TOE OF LEVEE
 DK0763'AT ANGLE.  AND 73 FT. SOUTHWEST OF WIRE FENCE. 15.7 FEET NORTH OF
 DK0763'60-INCH COTTONWOOD TREE.  50 FEET S.W. OF 10 IN. WILLOW TREE. 67.6
 DK0763'FEET S.W. OF 8 IN. SWEETGUM TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0762 ***********************************************************************
 DK0762  DESIGNATION -  HOME CAP
 DK0762  PID         -  DK0762
 DK0762  STATE/COUNTY-  MS/BOLIVAR
 DK0762  USGS QUAD   -  BENOIT (1972)
 DK0762
 DK0762                         *CURRENT SURVEY CONTROL
 DK0762  ___________________________________________________________________
 DK0762* NAD 83(1986)-  33 39 24.     (N)    091 06 38.     (W)     SCALED    
 DK0762* NAVD 88     -        42.08   (+/-2cm)     138.1    (feet)  VERTCON   
 DK0762  ___________________________________________________________________
 DK0762  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK0762  VERT ORDER  -  ? (See Below)
 DK0762
 DK0762.The horizontal coordinates were scaled from a topographic map and have
 DK0762.an estimated accuracy of +/- 6 seconds.
 DK0762
 DK0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0762.The vertical order pertains to the NGVD 29 superseded value.
 DK0762
 DK0762.The geoid height was determined by GEOID03.
 DK0762
 DK0762;                    North         East    Units  Estimated Accuracy
 DK0762;SPC MS W     -   461,140.      627,910.      MT  (+/- 180 meters Scaled)
 DK0762
 DK0762                          SUPERSEDED SURVEY CONTROL
 DK0762
 DK0762  NGVD 29 (??/??/??)   42.154  (m)          138.30   (f) ADJUSTED    ?  
 DK0762
 DK0762.Superseded values are not recommended for survey control.
 DK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0762.See file dsdata.txt to determine how the superseded data were derived.
 DK0762
 DK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT751256(NAD 83)
 DK0762_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0762_SP_SET: STONE
 DK0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0762+STABILITY: SURFACE MOTION
 DK0762
 DK0762  HISTORY     - Date     Condition        Report By
 DK0762  HISTORY     - UNK      MONUMENTED       DOD
 DK0762  HISTORY     - 1934     GOOD             CGS
 DK0762
 DK0762                          STATION DESCRIPTION
 DK0762
 DK0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK0762'IN HOME LANDING.
 DK0762'P.B.M. HOME IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED ON LEFT BANK
 DK0762'OF MISSISSIPPI RIVER, BOLIVAR COUNTY, MISSISSIPPI, BACK OF LEVEE NEAR
 DK0762'LOWER END OF LAKE BOLIVAR REVETMENT AND HOME LANDING. APPROXIMATELY
 DK0762'500 FEET SOUTHEAST OF LEVEE MILE POST 47/48.  OPPOSITE PROMINENT ANGLE
 DK0762'IN LEVEE.  ON HIGH GROUND RUNNING FROM LEVEE INTO BORROW PIT. ON NORTH
 DK0762'EDGE OF WILLOW THICKET.  172 FEET SOUTHWEST OF LANDSIDE TOE OF LEVEE
 DK0762'AT ANGLE.  AND 73 FT. SOUTHWEST OF WIRE FENCE. 15.7 FEET NORTH OF
 DK0762'60-INCH COTTONWOOD TREE.  50 FEET S.W. OF 10 IN. WILLOW TREE. 67.6
 DK0762'FEET S.W. OF 8 IN. SWEETGUM TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2300 ***********************************************************************
 BW2300  DESIGNATION -  HOMING
 BW2300  PID         -  BW2300
 BW2300  STATE/COUNTY-  MS/AMITE
 BW2300  USGS QUAD   -  LAKE TANGIPAHOA (1972)
 BW2300
 BW2300                         *CURRENT SURVEY CONTROL
 BW2300  ___________________________________________________________________
 BW2300* NAD 83(1993)-  31 09 32.56578(N)    090 35 27.73294(W)     ADJUSTED  
 BW2300* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BW2300  ___________________________________________________________________
 BW2300  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BW2300  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BW2300  HORZ ORDER  -  THIRD
 BW2300
 BW2300.The horizontal coordinates were established by classical geodetic methods
 BW2300.and adjusted by the National Geodetic Survey in May 1994.
 BW2300
 BW2300.The orthometric height was scaled from a topographic map.
 BW2300
 BW2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2300
 BW2300.The geoid height was determined by GEOID03.
 BW2300
 BW2300;                    North         East     Units Scale Factor Converg.
 BW2300;SPC MS W     -   183,938.009   675,430.341   MT  0.99995744   -0 08 00.0
 BW2300;SPC MS W     -   603,469.95  2,215,974.38   sFT  0.99995744   -0 08 00.0
 BW2300;UTM  15      - 3,449,727.022   729,623.305   MT  1.00025042   +1 14 49.1
 BW2300
 BW2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2300!SPC MS W     -   0.99998504  x   0.99995744  =   0.99994248
 BW2300!UTM  15      -   0.99998504  x   1.00025042  =   1.00023546
 BW2300
 BW2300|---------------------------------------------------------------------|
 BW2300| PID    Reference Object                     Distance      Geod. Az  |
 BW2300|                                                           dddmmss.s |
 BW2300| CY4683 HOMING RM 1                          21.260 METERS 16220     |
 BW2300| CY4682 HOMING AZ MK                                       1975531.0 |
 BW2300| CY4685 HOMING RM 3                          30.446 METERS 23137     |
 BW2300| CY4684 HOMING RM 2                          26.265 METERS 25947     |
 BW2300|---------------------------------------------------------------------|
 BW2300
 BW2300                          SUPERSEDED SURVEY CONTROL
 BW2300
 BW2300  NAD 83(1986)-  31 09 32.58159(N)    090 35 27.72912(W) AD(       ) 3
 BW2300  NAD 27      -  31 09 31.94800(N)    090 35 27.36400(W) AD(       ) 3
 BW2300
 BW2300.Superseded values are not recommended for survey control.
 BW2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2300.See file dsdata.txt to determine how the superseded data were derived.
 BW2300
 BW2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2962349727(NAD 83)
 BW2300_MARKER: DS = TRIANGULATION STATION DISK
 BW2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2300_STAMPING: HOMING 1949
 BW2300_MARK LOGO: CGS   
 BW2300
 BW2300  HISTORY     - Date     Condition        Report By
 BW2300  HISTORY     - 1949     MONUMENTED       CGS
 BW2300  HISTORY     - 1955     GOOD             CGS
 BW2300  HISTORY     - 1969     GOOD             CGS
 BW2300
 BW2300                          STATION DESCRIPTION
 BW2300
 BW2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2300'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF MAGNOLIA,
 BW2300'2 MILES SOUTH OF STATE HIGHWAY 24 AT A T-ROAD INTERSECTION,
 BW2300'24 FEET EAST-SOUTHEAST OF A 15-INCH BLAZED OAK TREE, 6 FEET
 BW2300'SOUTH OF A WITNESS POST, AND ON LAND OWNED BY MR. VERNON
 BW2300'Y. FELDER.
 BW2300'
 BW2300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 BW2300'AND STATE HIGHWAY 48 IN MAGNOLIA, GO WEST ON HIGHWAY 48
 BW2300'FOR 0.1 MILE TO A CROSS-STREET, TURN LEFT AND GO SOUTH FOR
 BW2300'1.1 MILES TO A FORK IN THE ROAD JUST PAST A CEMETERY, TAKE
 BW2300'THE RIGHT ROAD AND FOLLOW THE MAIN TRAVELED GRAVELED ROAD
 BW2300'WESTERLY FOR 7 MILES TO A GROCERY STORE ON THE LEFT IN THE
 BW2300'SMALL COMMUNITY OF MIXON, CONTINUE STRAIGHT AHEAD FOR 0.55
 BW2300'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 3
 BW2300'MILES TO A T-ROAD INTERSECTION AND STATION SITE.
 BW2300'
 BW2300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 BW2300'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT ON PROPERTY OWNED
 BW2300'BY ISAC HURST.
 BW2300'
 BW2300'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK
 BW2300'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 BW2300'PROJECTS 3 INCHES, AND THE DISK IS STAMPED HOMING 1949.
 BW2300'
 BW2300'REFERENCE MARK NO. 1 IS 54 FEET EAST OF THE APPROXIMATE
 BW2300'CENTERLINE OF A NORTH AND SOUTH ROAD AND 33 FEET SOUTH OF THE
 BW2300'APPROXIMATE CENTERLINE OF AN EAST AND WEST ROAD.  THE MARK
 BW2300'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 BW2300'SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE
 BW2300'DISK IS STAMPED HOMING NO 1 1949.
 BW2300'
 BW2300'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE APPROXIMATE
 BW2300'CENTERLINE OF THE NORTH AND SOUTH ROAD AND 15 FEET SOUTH
 BW2300'OF THE APPROXIMATE CENTERLINE OF THE EAST AND WEST ROAD.
 BW2300'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 BW2300'OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES,
 BW2300'AND THE DISK IS STAMPED HOMING NO 2 1949.
 BW2300'
 BW2300'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 15 FEET WEST
 BW2300'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 1
 BW2300'FOOT EAST OF A FENCE.  THE MARK IS A STANDARD AZIMUTH MARK
 BW2300'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 BW2300'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED HOMING 1949.
 BW2300'
 BW2300'A 90 FOOT TOWER NEEDED TO SEE 37 FEET AT TRIANGULATION STATION
 BW2300'PIKAMITE.
 BW2300'
 BW2300'A 90 FOOT TOWER NEEDED TO SEE 64 FEET AT TRIANGULATION STATION
 BW2300'MYERS.
 BW2300'
 BW2300'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2300
 BW2300                          STATION RECOVERY (1955)
 BW2300
 BW2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2300'THE STATION WAS VISITED 6-12-55 AND ALL THE MARKS WERE FOUND
 BW2300'IN GOOD CONDITION.  A SMALL AMOUNT OF CLEARING IS NEEDED
 BW2300'TO SEE THE AZIMUTH MARK FROM THE STATION.  THE 1949 DESCRIPTION
 BW2300'IS ADEQUATE.
 BW2300
 BW2300                          STATION RECOVERY (1969)
 BW2300
 BW2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BW2300'THE STATION WAS VISITED 9-2-69 AND THE STATION MARK, AZIMUTH
 BW2300'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 BW2300'WAS FOUND DISTURBED SLIGHTLY AND A NEW DISTANCE AND DIRECTION
 BW2300'WAS TAKEN TO THE MARK.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED
 BW2300'AND THE DISK WAS STAMPED NO. 3 AND USED TO ESTABLISH REFERENCE
 BW2300'MARK NO. 3.  A LOOKOUT TOWER HAS BEEN BUILT NEAR THE STATION
 BW2300'SINCE 1949.  A NEW DESCRIPTION FOLLOWS--
 BW2300'
 BW2300'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF MAGNOLIA,
 BW2300'AND 2 MILES SOUTH OF U.S. HIGHWAY 24, AT A T-INTERSECTION,
 BW2300'ON PROPERTY LEASED BY THE STATE AND NEAR THE SOUTHEAST CORNER
 BW2300'OF THE PLOT OF GROUND AT THE SITE OF THE FIRE TOWER.  IT
 BW2300'IS 33 FEET NORTHEAST OF THE CENTER OF THE T-INTERSECTION,
 BW2300'28 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 15 FEET
 BW2300'EAST OF THE PROJECTED CENTER OF THE GRAVELED ROAD LEADING
 BW2300'SOUTH, 24 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 BW2300'FENCE AROUND THE FIRE TOWER, 64 FEET SOUTHEAST OF THE
 BW2300'SOUTHEAST LEG OF THE FIRE TOWER, 24 FEET SOUTHEAST OF A
 BW2300'14-INCH OAK TREE, 6 FEET NORTH OF A FENCE, 19.5 FEET
 BW2300'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND 1
 BW2300'FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BW2300'TRIANGULATION STATION DISK, STAMPED HOMING 1949,
 BW2300'PROJECTING 2 INCHES.
 BW2300'
 BW2300'REFERENCE MARK NO. 1 IS 69.75 FEET SOUTHEAST OF THE STATION,
 BW2300'30 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 56 FEET
 BW2300'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 50.5 FEET SOUTHEAST
 BW2300'OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE LOOKOUT
 BW2300'TOWER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 BW2300'REFERENCE MARK DISK, STAMPED HOMING NO 1 1949, PROJECTING
 BW2300'6 INCHES.
 BW2300'
 BW2300'REFERENCE MARK NO. 3 IS 99.89 FEET SOUTH-SOUTHWEST OF THE
 BW2300'STATION, 55 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 BW2300'41 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 79 FEET
 BW2300'NORTH-NORTHWEST OF A POWER POLE, 12 FEET NORTH OF AN 18-INCH
 BW2300'PINE TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS
 BW2300'A REFERENCE MARK DISK, STAMPED HOMING 1949 NO 3 1969, PROJECTING
 BW2300'4 INCHES.
 BW2300'
 BW2300'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 16 FEET
 BW2300'WEST OF A DIRT ROAD, 34 FEET NORTHWEST OF THE POWER POLE
 BW2300'WITH A TRANSFORMER, 89.5 FEET NORTHEAST OF A 16-INCH HICKORY
 BW2300'TREE, 48 FEET NORTH OF THE CENTER OF A DRIVEWAY, 73 FEET
 BW2300'NORTH OF AN 18-INCH LONE PINE TREE, 127 FEET NORTHEAST OF
 BW2300'THE NORTHEAST CORNER OF THE HOUSE WITH IMITATION BRICK SIDING
 BW2300'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS AN AZIMUTH
 BW2300'MARK DISK, STAMPED HOMING 1949, PROJECTING 5 INCHES.
 BW2300'
 BW2300'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, GO EAST
 BW2300'ON STATE HIGHWAY 24 FOR 11 MILES TO A CROSSROADS, CONTINUE
 BW2300'EAST FOR 1.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH,
 BW2300'AND GO 2.7 MILES ON A GRAVELED ROAD TO A T-INTERSECTION,
 BW2300'TURN LEFT, EAST, AND GO 1.1 MILES ON A GRAVELED ROAD TO A
 BW2300'SIDE ROAD RIGHT AND THE LOOKOUT TOWER AND THE STATION ON
 BW2300'THE LEFT.  TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO THE AZIMUTH
 BW2300'MARK ON THE RIGHT.
 BW2300'
 BW2300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BW2300'WNW OF MAGNOLIA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1812 ***********************************************************************
 DK1812  DESIGNATION -  HONEY
 DK1812  PID         -  DK1812
 DK1812  STATE/COUNTY-  MS/HUMPHREYS
 DK1812  USGS QUAD   -  MARCELLA (1982)
 DK1812
 DK1812                         *CURRENT SURVEY CONTROL
 DK1812  ___________________________________________________________________
 DK1812* NAD 83(1993)-  33 07 37.08185(N)    090 22 21.84562(W)     ADJUSTED  
 DK1812* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 DK1812  ___________________________________________________________________
 DK1812  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DK1812  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DK1812  HORZ ORDER  -  THIRD
 DK1812
 DK1812.The horizontal coordinates were established by classical geodetic methods
 DK1812.and adjusted by the National Geodetic Survey in May 1994.
 DK1812
 DK1812.The orthometric height was scaled from a topographic map.
 DK1812
 DK1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1812
 DK1812.The geoid height was determined by GEOID03.
 DK1812
 DK1812;                    North         East     Units Scale Factor Converg.
 DK1812;SPC MS W     -   402,120.721   696,323.264   MT  0.99995017   -0 01 17.5
 DK1812;SPC MS W     - 1,319,291.07  2,284,520.58   sFT  0.99995017   -0 01 17.5
 DK1812;UTM  15      - 3,668,435.137   745,110.889   MT  1.00034082   +1 26 11.4
 DK1812
 DK1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1812!SPC MS W     -   0.99999888  x   0.99995017  =   0.99994905
 DK1812!UTM  15      -   0.99999888  x   1.00034082  =   1.00033970
 DK1812
 DK1812:                Primary Azimuth Mark                     Grid Az
 DK1812:SPC MS W     -  HONEY AZ MK                              019 22 28.8
 DK1812:UTM  15      -  HONEY AZ MK                              017 54 59.9
 DK1812
 DK1812|---------------------------------------------------------------------|
 DK1812| PID    Reference Object                     Distance      Geod. Az  |
 DK1812|                                                           dddmmss.s |
 DK1812| CY6232 HONEY AZ MK                                        0192111.3 |
 DK1812| CY6235 HONEY RM 3                           22.708 METERS 11954     |
 DK1812| CY6233 HONEY RM 1                           22.707 METERS 11955     |
 DK1812| CY5964 DRIVER IN PECAN TREE                 29.779 METERS 17353     |
 DK1812| CY6236 HONEY RM 4                           27.862 METERS 23803     |
 DK1812| CY6234 HONEY RM 2                           27.865 METERS 23804     |
 DK1812|---------------------------------------------------------------------|
 DK1812
 DK1812                          SUPERSEDED SURVEY CONTROL
 DK1812
 DK1812  NAD 83(1986)-  33 07 37.09552(N)    090 22 21.84066(W) AD(       ) 3
 DK1812  NAD 27      -  33 07 36.64420(N)    090 22 21.51640(W) AD(       ) 3
 DK1812
 DK1812.Superseded values are not recommended for survey control.
 DK1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1812.See file dsdata.txt to determine how the superseded data were derived.
 DK1812
 DK1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS4511168435(NAD 83)
 DK1812_MARKER: DS = TRIANGULATION STATION DISK
 DK1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1812
 DK1812  HISTORY     - Date     Condition        Report By
 DK1812  HISTORY     - 1957     MONUMENTED       CGS
 DK1812  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DK1812
 DK1812                          STATION DESCRIPTION
 DK1812
 DK1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1812'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF BELZONI,
 DK1812'ABOUT 6 MILES WEST OF MILESTON, ABOUT 4-1/2 MILES NORTHWEST
 DK1812'OF THORNTON, ON THE NORTH SIDE OF A GRAVELED ROAD AND ON
 DK1812'THE PROPERTY OF MR. D.F. SPRUILL.  IT IS 27 FEET NORTH OF
 DK1812'THE CENTERLINE OF A GRAVELED ROAD, 20 FEET NORTHEAST OF A
 DK1812'WHITE WITNESS POST AND 39 FEET NORTH OF A POWER LINE POLE.
 DK1812'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HONEY 1957.
 DK1812'
 DK1812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49E
 DK1812'AND STATE HIGHWAY 12 ABOUT 1.2 MILES SOUTHWEST OF MILESTON,
 DK1812'GO NORTHWEST ON STATE HIGHWAY 12 FOR 7.05 MILES TO A GRAVELED
 DK1812'SIDE ROAD LEFT JUST AFTER CROSSING A CONCRETE BRIDGE.  TURN
 DK1812'LEFT AND GO SOUTHEAST ON GRAVELED ROAD FOR 2.8 MILES TO A
 DK1812'GRAVELED CROSSROAD *.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD
 DK1812'FOR 0.4 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 DK1812'WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 DK1812'RIGHT.
 DK1812'
 DK1812'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN SHARP LEFT
 DK1812'AND GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILES TO A DRIVEWAY
 DK1812'ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR
 DK1812'ABOUT 0.05 MILE TO THE MARK.
 DK1812'
 DK1812'REFERENCE MARK 1 IS 20 FEET SOUTH OF THE CENTERLINE OF THE
 DK1812'GRAVELED ROAD AND 63 FEET EAST OF A POWER LINE POLE.  THE
 DK1812'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HONEY NO 1 1957.
 DK1812'
 DK1812'REFERENCE MARK 2 IS 17 FEET SOUTH OF THE CENTERLINE OF THE
 DK1812'GRAVELED ROAD, 79 FEET WEST OF A POWER LINE POLE AND 71 FEET
 DK1812'SOUTHWEST OF THE WHITE WITNESS POST.  THE MARK PROJECTS
 DK1812'5 INCHES AND THE DISK IS STAMPED HONEY NO 2 1957.
 DK1812'
 DK1812'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A WHITE WITNESS POST,
 DK1812'2 FEET SOUTH OF A POWER LINE POLE, 85 FEET EAST OF THE SOUTHEAST
 DK1812'CORNER OF A FRAME HOUSE AND 255 FEET EAST OF THE CENTERLINE
 DK1812'OF A GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 DK1812'DISK IS STAMPED HONEY 1957.
 DK1812'
 DK1812'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DK1812
 DK1812                          STATION RECOVERY (1973)
 DK1812
 DK1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 DK1812'THE STATION WAS VISITED 7-13-73 AND THE AZIMUTH MARK WAS FOUND
 DK1812'IN GOOD CONDITION.  THE STATION SURFACE AND SUB-SURFACE
 DK1812'MARK WERE BOTH DESTROYED REFERENCE MARKS NO. 1 AND NO. 2
 DK1812'WERE FOUND WITH THE TOP OF THE MARKS BROKEN OFF.  THESE
 DK1812'WERE RECONSTRUCTED AND NEW DISKS STAMPED NO. 3 AND NO. 4
 DK1812'WERE SET IN THE REMAINING PORTION OF THE MONUMENTS.  *A
 DK1812'POLARIS OBSERVATION WAS TAKEN TO THE AZIMUTH MARK TO CHECK
 DK1812'THE POSITION OF THE STATION.  A STAINLESS STEEL COTTON PICKER
 DK1812'SPINDLE WAS DRIVEN IN THE WEST SIDE OF A PECAN TREE NEAR
 DK1812'THE BAYOU AND A DISTANCE AND DIRECTION WAS TANKEN TO IT
 DK1812'AS AN ADDITIONA REFERENCE TO THE STATION WHICH IS NOW 16
 DK1812'INCHES BELOW THE SURFACE OF THE GROUND.  A NEW DESCRIPTION
 DK1812'FOLLOWS--
 DK1812'
 DK1812'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF BELZONI
 DK1812'AND ABOUT 6 MILES WEST OF MILESTON, 4.5 MILES NORTHWEST
 DK1812'OF THORTON, ON LAND OWNED BY FRED CHAMPMAN, IN THE SOUTH EDGE
 DK1812'OF A CULTIVATED FIELD, IN THE SE 1/4 OF SED. 23, T15N, R2W.
 DK1812'IT IS 29 FEET NORTH OF THE CENTER OF THE ROAD, 49.5 FEET
 DK1812'NORTH OF A POWER POLE, 97.7 FEET NORTH OF A 2-FOOT PECAN
 DK1812'TREE, 7 FEET EAST OF A LINE PROJECTED BETWEEN THE POWER
 DK1812'POLE AND THE 2-FOOT PECAN TREE, IT IS STAMPED HONEY 1957
 DK1812'1973, 16 INCHES BELOW THE SURFACE OF THE GROUND,
 DK1812'
 DK1812'REFERENCE MARK NO. 3 IS 74.50 FEET SOUTHEAST OF THE STATION.
 DK1812'IT IS 17 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 82
 DK1812'FEET EAST-NORTHEAST OF A 2-FOOT PECAN TREE WITH A STAINLESS
 DK1812'STEEL COTTON PICKER SPINDLE DRIVEN IN THE WEST SIDE OF THE
 DK1812'TREE ABOUT 10 FEET ABOVE THE GROUND, 64 FEET EAST OF A POWER
 DK1812'POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS STAMPED
 DK1812'HONEY 1957 NO 3 1973 FLUSH.
 DK1812'
 DK1812'REFERENCE MARK NO. 4 IS 91.40 FEET SOUTHWEST OF THE STATION.
 DK1812'IT IS 1 FOOT SOUTH OF A METAL WITNESS POST, 15 FEET SOUTH
 DK1812'OF THE CENTER OF A GRAVELED ROAD, 100.5 FEET WNW OF A 2-FT
 DK1812'PECAN TREE MEANTIONED IN THE DESCRIPTION TO REFERENCE MARK
 DK1812'NO. 3 AND 79 FEET WEST OF A POWER POLE.  IT IS STAMPED HONEY
 DK1812'1957 NO 4 1973 FLUSH WITH THE GROUND.
 DK1812'
 DK1812'THE AZIMUTH MARK IS ABOUT 0.4 MILE NNE OF THE STATION, 251
 DK1812'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH
 DK1812'OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DK1812'IT IS STAMPED HONEY 1957, FLUSH WITH THE GROUND.
 DK1812'
 DK1812'*THE POLARIS OBSERVATION SHOWS THE AZIMUTH MARK A DIFFERENCE
 DK1812'OF 7.4 SECONDS.
 DK1812'
 DK1812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 DK1812'SW OF BELZONI
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2661 ***********************************************************************
 CP2661  DESIGNATION -  HOOD
 CP2661  PID         -  CP2661
 CP2661  STATE/COUNTY-  MS/HINDS
 CP2661  USGS QUAD   -  POCAHONTAS (1980)
 CP2661
 CP2661                         *CURRENT SURVEY CONTROL
 CP2661  ___________________________________________________________________
 CP2661* NAD 83(1993)-  32 22 50.66660(N)    090 19 14.69010(W)     ADJUSTED  
 CP2661* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 CP2661  ___________________________________________________________________
 CP2661  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CP2661  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CP2661  HORZ ORDER  -  THIRD
 CP2661
 CP2661.The horizontal coordinates were established by classical geodetic methods
 CP2661.and adjusted by the National Geodetic Survey in May 1994.
 CP2661
 CP2661.The orthometric height was scaled from a topographic map.
 CP2661
 CP2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2661
 CP2661.The geoid height was determined by GEOID03.
 CP2661
 CP2661;                    North         East     Units Scale Factor Converg.
 CP2661;SPC MS W     -   319,367.654   701,184.299   MT  0.99995002   +0 00 24.3
 CP2661;SPC MS W     - 1,047,792.04  2,300,468.82   sFT  0.99995002   +0 00 24.3
 CP2661;UTM  15      - 3,585,796.745   752,057.853   MT  1.00038354   +1 26 08.2
 CP2661
 CP2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2661!SPC MS W     -   0.99998926  x   0.99995002  =   0.99993928
 CP2661!UTM  15      -   0.99998926  x   1.00038354  =   1.00037279
 CP2661
 CP2661|---------------------------------------------------------------------|
 CP2661| PID    Reference Object                     Distance      Geod. Az  |
 CP2661|                                                           dddmmss.s |
 CP2661| AI4229 HOOD RM 3                            30.458 METERS 03458     |
 CP2661| AI4226 HOOD AZ MK                                         0505532.2 |
 CP2661| AI4227 HOOD RM 1                            45.655 METERS 11049     |
 CP2661| AI4230 HOOD RM 4                            23.237 METERS 17230     |
 CP2661| AI4232 HOOD AZ MK RESET                                   1885525.0 |
 CP2661| AI4228 HOOD RM 2                            34.656 METERS 20124     |
 CP2661| CP2678 CLINTON INDUSTRIAL PARK TANK        APPROX. 3.4 KM 2192319.7 |
 CP2661| AI4231 HOOD RM 5                            11.120 METERS 31254     |
 CP2661|---------------------------------------------------------------------|
 CP2661
 CP2661                          SUPERSEDED SURVEY CONTROL
 CP2661
 CP2661  NAD 83(1986)-  32 22 50.68099(N)    090 19 14.68595(W) AD(       ) 3
 CP2661  NAD 27      -  32 22 50.16000(N)    090 19 14.35600(W) AD(       ) 3
 CP2661
 CP2661.Superseded values are not recommended for survey control.
 CP2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2661.See file dsdata.txt to determine how the superseded data were derived.
 CP2661
 CP2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5205885797(NAD 83)
 CP2661_MARKER: DS = TRIANGULATION STATION DISK
 CP2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2661_STAMPING: HOOD 1948
 CP2661_MARK LOGO: CGS   
 CP2661_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2661+STABILITY: SURFACE MOTION
 CP2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2661+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1992
 CP2661
 CP2661  HISTORY     - Date     Condition        Report By
 CP2661  HISTORY     - 1948     MONUMENTED       CGS
 CP2661  HISTORY     - 1956     GOOD             CGS
 CP2661  HISTORY     - 1957     GOOD             CGS
 CP2661  HISTORY     - 1961     GOOD             MSHD
 CP2661  HISTORY     - 1963     GOOD             CGS
 CP2661  HISTORY     - 1970     MARK NOT FOUND   USGS
 CP2661  HISTORY     - 1970     GOOD             NGS
 CP2661  HISTORY     - 1972     GOOD             MSSU
 CP2661  HISTORY     - 1977     GOOD             NGS
 CP2661  HISTORY     - 1983     GOOD             NGS
 CP2661  HISTORY     - 19920302 SEE DESCRIPTION  MSHD
 CP2661
 CP2661                          STATION DESCRIPTION
 CP2661
 CP2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2661'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF CLINTON
 CP2661'IN THE SOUTHWEST CORNER OF THE MT. HOOD BAPTIST CHURCH YARD.
 CP2661'IT IS 103 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 CP2661'67 FEET NORTH OF A DRIVEWAY, 38 FEET NORTHWEST OF A CISTERN,
 CP2661'AND 4 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH
 CP2661'WITH THE GROUND, AND THE DISK IS STAMPED HOOD 1948.
 CP2661'
 CP2661'REFERENCE MARK NO. 1 IS 149.78 FEET EAST-SOUTHEAST OF THE
 CP2661'STATION, 50 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 CP2661'GRAVELED ROAD, AND 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CP2661'OF THE CHURCH.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 CP2661'IS STAMPED HOOD NO 1 1948.
 CP2661'
 CP2661'REFERENCE MARK NO. 2 IS 113.70 FEET SOUTH-SOUTHWEST OF THE
 CP2661'STATION, 47 FEET SOUTH OF THE DRIVEWAY, AND 6 INCHES NORTH
 CP2661'OF A FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 CP2661'STAMPED HOOD NO 2 1948.
 CP2661'
 CP2661'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE EAST-NORTHEAST
 CP2661'OF THE STATION, 110 FEET SOUTHWEST OF A GUYED-POWER POLE,
 CP2661'15 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE GRAVELED
 CP2661'ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, AND 6 INCHES WEST
 CP2661'OF A FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 CP2661'STAMPED HOOD 1948.
 CP2661'
 CP2661'TO REACH THE STATION FROM THE EAST ENTRANCE OF THE MISSISSIPPI
 CP2661'COLLEGE IN CLINTON, GO NORTH ON MONROE STREET FOR 1 MILE
 CP2661'TO A T-ROAD, HERE TURN RIGHT AND GO 2.3 MILES TO THE MT.
 CP2661'HOOD BAPTIST CHURCH AND STATION ON THE LEFT.
 CP2661'
 CP2661'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 CP2661'GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2661'
 CP2661'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2661
 CP2661                          STATION RECOVERY (1956)
 CP2661
 CP2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 CP2661'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION WITH THE
 CP2661'EXCEPTION OF R.M. 1.  IT IS STILL FIRMLY IN PLACE BUT PART
 CP2661'OF THE SIDE OF THE CONCRETE POST HAS BEEN BROKEN OFF BY
 CP2661'GRADING EQUIPMENT.
 CP2661'
 CP2661'THE OLD CHURCH AS BEEN REMOVED AND A NEW ONE BUILT ABOUT 50
 CP2661'FEET TO THE WEST.  THE FOLLOWING CHANGES SHOULD BE MADE TO
 CP2661'THE DESCRIPTION--
 CP2661'
 CP2661'THE STATION IS 49 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 CP2661'OF THE CHURCH, 51 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER,
 CP2661'72 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 39
 CP2661'FEET NORTHWEST OF A CISTERN, AND 4 FEET SOUTHEAST OF A WITNESS
 CP2661'POST.
 CP2661'
 CP2661'DESCRIPTIONS OF R.M.S ARE ADEQUATE WITH THE EXCEPTION THAT
 CP2661'R.M. 1 IS NOW 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CP2661'CHURCH.
 CP2661
 CP2661                          STATION RECOVERY (1957)
 CP2661
 CP2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2661'THE STATION WAS VISITED 4-8-57 AND THE STATION, AZIMUTH
 CP2661'MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2661'THE CHURCH BUILDING HAS BEEN MOVED OR REBUILT AND NOW OBSTRUCTS
 CP2661'THE AZIMUTH MARK FROM THE STATION.  THE EBASCO WATER TANK
 CP2661'IS VISIBLE FROM THE STATION AND CAN BE USED AS THE AZIMUTH.
 CP2661'REFERENCE MARK NO. 1 HAS BEEN DISTURBED BY A BULLDOZER WHEN
 CP2661'THE FRONT YARD OF THE CHURCH WAS LEVELED OFF AND THE SOUTH
 CP2661'SIDE OF THE MARK IS CHIPPED.  THE ARROW OF THE REFERENCE
 CP2661'MARK POINTS ABOUT 20 DEGREES NORTH OF THE STATION.  THE
 CP2661'DISTANCE TO REFERENCE MARK NO. 1 CHECKED THE 1948 DISTANCE.
 CP2661'A NEW DIRECTION WAS OBSERVED ON THE MARK AND FOUND TO BE
 CP2661'2 MINUTES DIFFERENCE THAN THE 1948 DIRECTION.  A NEW
 CP2661'DESCRIPTION FOLLOWS--
 CP2661'
 CP2661'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF CLINTON
 CP2661'IN THE SOUTHWEST CORNER OF THE MT. HOOD BAPTIST CHURCH YARD,
 CP2661'226 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 73
 CP2661'FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 50 FEET WEST
 CP2661'OF THE SOUTHWEST CORNER OF THE CHURCH, 49 FEET SOUTH OF THE
 CP2661'NORTHWEST CORNER OF THE CHURCH, 41 FEET WEST-NORTHWEST OF
 CP2661'THE CENTER OF A CONCRETE CISTERN AND 6 FEET SOUTH OF A WITNESS
 CP2661'POST.  IT IS A STANDARD DISK, STAMPED HOOD 1948, PROJECTING
 CP2661'1 INCH.
 CP2661'
 CP2661'REFERENCE MARK NO. 1 IS 149.78 FEET EAST-SOUTHEAST OF THE
 CP2661'STATION, 83 FEET EAST-NORTH EAST OF THE NORTHEAST CORNER OF
 CP2661'THE CHURCH, 72 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 CP2661'AND 43 FEET SOUTH OF AN 18-INCH OAK TREE.  IT IS A STANDARD
 CP2661'DISK, STAMPED HOOD NO 1 1948, FLUSH WITH THE GROUND.
 CP2661'
 CP2661'REFERENCE MARK NO. 2 IS 113.70 FEET SOUTH-SOUTHWEST OF THE
 CP2661'STATION, 77 FEET NORTH EAST OF A POWER POLE IN THE FIELD,
 CP2661'41 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 1 FOOT NORTH
 CP2661'OF A FENCE LINE, AND 25 FEET NORTH OF AN 8-INCH CHINABERRY
 CP2661'TREE.  IT IS A STANDARD DISK, STAMPED HOOD NO 2 1948, PROJECTING
 CP2661'6 INCHES.
 CP2661'
 CP2661'THE AZIMUTH MARK IS 0.7 MILE EAST-NORTHEAST OF THE STATION,
 CP2661'15 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT WEST
 CP2661'OF A FENCE LINE, 12 FEET SOUTH OF A POWER POLE, AND 1 FOOT
 CP2661'SOUTHWEST OF A WITNESS POST AT A POINT IN THE ROAD WHERE
 CP2661'THE POWER LINE CROSSES THE ROAD.  IT IS A STANDARD DISK,
 CP2661'STAMPED HOOD 1948, PROJECTING 6 INCHES.
 CP2661'
 CP2661'TO REACH THE STATION FROM THE EAST OR MAIN ENTRANCE OF THE
 CP2661'CLINTON COLLEGE IN CLINTON, GO NORTH ON MONROE STREET FOR
 CP2661'1.0 MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST AND
 CP2661'NORTH FOR 2.3 MILES TO THE MT. HOOD BAPTIST CHURCH AND STATION
 CP2661'ON THE LEFT, CONTINUE EAST FOR 0.7 MILE TO THE AZIMUTH MARK
 CP2661'ON THE LEFT.
 CP2661
 CP2661                          STATION RECOVERY (1961)
 CP2661
 CP2661'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2661'THE STATION WAS VISITED 9-29-61.  THE STATION, AZIMUTH MARK,
 CP2661'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2661'
 CP2661'METAL WITNESS POSTS WERE SET 1.0 FOOT SOUTH OF THE STATION
 CP2661'AND 1.0 FOOT SOUTHEAST OF THE AZIMUTH MARK.
 CP2661'
 CP2661'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 CP2661
 CP2661                          STATION RECOVERY (1963)
 CP2661
 CP2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 CP2661'THE STATION WAS VISITED 11-21-63 AND THE STATION, REFERENCE
 CP2661'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2661'AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE DUE TO ROAD
 CP2661'CONSTRUCTION.  THE AZIMUTH MARK WAS RESET AT THIS DATE USING
 CP2661'THE EBASCO WATER TANK IN JACKSON, THIS TANK IS NOW THE
 CP2661'MISSISSIPPI POWER AND LIGHT CO., WATER TANK.  THE DESCRIPTION FOR
 CP2661'THE STATION IN 1957 BY R.A.G. IS ADEQUATE WITH THE
 CP2661'EXCEPTION OF THE DESCRIPTION FOR THE NEW AZIMUTH MARK,
 CP2661'WHICH FOLLOWS--
 CP2661'
 CP2661'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTHWEST OF THE STATION,
 CP2661'IN A JOG IN A FENCE LINE, AT THE SOUTH END OF A CURVE IN
 CP2661'THE ROAD, AND ABOUT THE CENTER OF A SMALL CUT BANK, 55 FEET
 CP2661'WEST OF THE CENTER OF THE HIGHWAY, 17 FEET WEST OF A POWER POLE
 CP2661'WHERE POWER LINE BRANCHES OFF TO THE WEST, 14 FEET FEET EAST
 CP2661'OF A POWER POLE, 15 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 CP2661'SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CP2661'STAMPED HOOD 1948, RESET 1963, PROJECTING 2 INCHES
 CP2661
 CP2661                          STATION RECOVERY (1970)
 CP2661
 CP2661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CP2661'NOT FOUND--SEARCHED FOR THIS MARK WAS UNABLE TO FIND IT.
 CP2661'
 CP2661'R.M. 2--I THINK THE MARK HAS BEEN DESTROYED.  THE GROUND
 CP2661'ALL AROUND THAT AREA HAS BEEN PUSHED UP BY BULLDOZING.  AZI.
 CP2661'MK IS APPROXIMATELY 0.7 MI E-NE OF STATION 110 FT SW OF
 CP2661'GUYED-POWER POLE.  REF. MK 2 IS 113.70 FT S-SW OF STATION,
 CP2661'47 FT S OF DRIVEWAY AND 6 INCHES N OF FENCE.
 CP2661
 CP2661                          STATION RECOVERY (1970)
 CP2661
 CP2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CP2661'THE STATION WAS VISITED 6-2-70 AND THE STATION MARK, AZIMUTH
 CP2661'MARK RESET 1963, AND REFERENCE MARK NO. 1 WERE FOUND IN
 CP2661'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED PRIOR
 CP2661'TO THIS DATE.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 CP2661'DATE.  A NEW DESCRIPTION FOLLOWS--
 CP2661'
 CP2661'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF CLINTON IN
 CP2661'THE SOUTHWEST CORNER OF THE MT. HOOD CHURCH YARD, 209 FEET
 CP2661'NORTHWEST OF THE CENTER OF A BLACKTOP ROAD, 50 FEET SOUTH
 CP2661'OF THE NORTHWEST CORNER OF THE CHURCH, 50 FEET WEST OF THE
 CP2661'SOUTHWEST CORNER OF THE CHURCH, 41 FEET NORTHWEST OF THE
 CP2661'CENTER OF THE CISTERN, 30 FEET SOUTH OF AN 18-INCH OAK TREE,
 CP2661'AND 30.5 FEET EAST OF A 10-INCH OAK TREE.  IT IS A
 CP2661'TRIANGULATION STATION DISK, STAMPED HOOD 1948, PROJECTING 3
 CP2661'INCHES.
 CP2661'
 CP2661'REFERENCE MARK NO. 1 IS 149.79 FEET EAST-SOUTHEAST OF THE
 CP2661'STATION, 89 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD,
 CP2661'43 FEET SOUTH OF A 2-FOOT OAK TREE, 82.5 FEET EAST-NORTHEAST
 CP2661'OF THE NORTHEAST CORNER OF THE CHURCH, 114 FEET NORTHEAST
 CP2661'OF THE CENTER OF THE CISTERN AND ABOUT 10 FEET ABOVE THE
 CP2661'LEVEL OF THE ROAD.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2661'HOOD NO 1 1948, FLUSH WITH THE GROUND.  (NOTE--THE ARROW
 CP2661'POINTS ABOUT 20 DEGREES NORTH OF THE STATION.).
 CP2661'
 CP2661'REFERENCE MARK NO. 3 IS 99.93 FEET NORTH OF THE STATION,
 CP2661'4.5 FEET NORTH OF A POLE WITH A LIGHT ON IT, 33 FEET NORTH
 CP2661'OF THE NORTHEAST CORNER OF THE CHURCH, 29 FEET NORTH-NORTHEAST
 CP2661'OF A 2-FOOT OAK TREE, AND 1 FOOT SOUTH OF A METAL WITNESS
 CP2661'POST IN A FENCE LINE.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2661'HOOD 1948 NO 3 1970, PROJECTING 1 INCH.
 CP2661'
 CP2661'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION ON THE
 CP2661'WEST SIDE OF THE BLACK TOP ROAD, IN A FENCE LINE AND ABOUT
 CP2661'MIDWAY BETWEEN TWO DRIVEWAYS.  IT IS 15 FEET WEST OF A FENCE
 CP2661'CORNER, 2 FEET SOUTH OF A FENCE LINE, 17 FEET WEST OF A
 CP2661'POWER POLE, 14 FEET EAST OF A POWER POLE AND 1 FOOT SW OF
 CP2661'A METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK, STAMPED
 CP2661'HOOD 1948 RESET 1963, PROJECTING 3 INCHES.
 CP2661'
 CP2661'TO REACH THE STATION FROM THE EAST OR MAIN ENTRANCE TO THE
 CP2661'CLINTON COLLEGE IN CLINTON, GO NORTH FOR 1.0 MILE ON N. MONROE
 CP2661'STREET TO A T INTERSECTION, TURN RIGHT AND GO EAST FOR 0.15
 CP2661'MILE TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 1.8 MILES
 CP2661'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.3 MILE TO
 CP2661'THE MT., HOOD CHURCH ON THE LEFT AND THE STATION.
 CP2661'
 CP2661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CP2661'NORTH OF CLINTON.
 CP2661
 CP2661                          STATION RECOVERY (1972)
 CP2661
 CP2661'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (LM)
 CP2661'HOOD 1948-GOOD
 CP2661'
 CP2661'HOOD NO 1 1948-GOOD
 CP2661'
 CP2661'HOOD 1948 NO 3 1970-GOOD
 CP2661'
 CP2661'HOOD 1948 RESET 1963-GOOD
 CP2661'
 CP2661'PREVIOUS DESCRIPTION ADEQUATE
 CP2661
 CP2661                          STATION RECOVERY (1977)
 CP2661
 CP2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP2661'THE STATION MARK, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE
 CP2661'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 CP2661'LEANING.  REFERENCE MARK NO. 3 WAS BLOCKED FROM THE STATION BY CHURCH
 CP2661'BUILDING AND THE AZIMUTH MARK WAS NOT VISABLE DUE TO PINE TREES.  THE
 CP2661'CLINTON INDUSTRIAL PARK WATER TANK IS VISABLE AT THE STATION AND WAS
 CP2661'USED FOR AN AZIMUTH.  NEW REFERENCE MARKS NO. 4 AND NO. 5 WERE
 CP2661'ESTABLISHED AT THIS DATE AND THE DISKS WERE RECLAIMED FROM REFERENCE
 CP2661'MARKS NO. 1 AND NO. 3.  A NEW DESCRIPTION FOLLOWS--
 CP2661'
 CP2661'THE STATION IS LOCATED 3 MILES NORTH OF CLINTON ON PROPERTY OF
 CP2661'MT. HOOD CHURCH, IN THE NORTHWEST QUARTER OF SECTION 8, T6 N, R1 W.
 CP2661'
 CP2661'TO REACH FROM THE POST OFFICE IN CLINTON GO NORTH ON NORTH MONROE
 CP2661'ST. FOR 0.75 MILE TO NORTHSIDE DRIVE, TURN RIGHT AND GO EAST ON
 CP2661'NORTHSIDE DRIVE FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 CP2661'ON PINEHAVEN DRIVE FOR 1.85 MILES TO THE AZIMUTH MARK ON THE LEFT,
 CP2661'CONTINUE NORTH FOR 0.3 MILES TO THE CHURCH AND STATION ON THE LEFT.
 CP2661'
 CP2661'STATION MARK IS A STANDARD DISK STAMPED---HOOD 1948---SET IN TOP OF
 CP2661'A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 209 FEET NORTHWEST
 CP2661'OF THE CENTER OF PAVED ROAD, 78.5 FEET NORTH OF A POLE WITH YARD
 CP2661'LIGHT, 58 FEET EAST-NORTHEAST OF A FENCE CORNER, 51 FEET WEST OF THE
 CP2661'SOUTH-WEST CORNER OF CHURCH, 49.5 FEET SOUTH OF THE NORTHWEST CORNER
 CP2661'OF CHURCH, 41 FEET NORTHWEST OF THE CENTER OF A WELL AND 30.5 FEET
 CP2661'EAST OF A 10 INCH OAK TREE.
 CP2661'
 CP2661'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED---HOOD 1948 NO 4
 CP2661'1977---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CP2661'IS 93 FEET SOUTHEAST OF A FENCE CORNER, 78 FEET SOUTH SOUTH
 CP2661'SOUTHWEST OF THE SOUTHWEST CORNER OF CHURCH, 50.7 FEET SOUTHWEST OF
 CP2661'THE CENTER OF WELL, 3 FEET NORTHWEST OF POLE WITH YARD LIGHT AND 2.5
 CP2661'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 CP2661'
 CP2661'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED---HOOD 1948 NO 5
 CP2661'1977---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP2661'GROUND.  IT IS 47 FEET NORTHEAST OF A FENCE CORNER, 46 FEET WEST
 CP2661'SOUTHWEST OF NORTHWEST CORNER OF CHURCH, 11 FEET NORTH NORTHEAST OF
 CP2661'A 16 INCH OAK TREE AND 1 FOOT EAST SOUTHEAST OF A METAL WITNESS POST
 CP2661'AND SIGN IN FENCE.
 CP2661'
 CP2661'AZIMUTH MARK IS A STANDARD DISK STAMPED---HOOD 1948 RESET 1963---SET
 CP2661'IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 55
 CP2661'FEET WEST OF THE CENTER OF PAVED ROAD, 17 FEET WEST OF POWER POLE
 CP2661'NO. 32, 14 FEET EAST OF A POWER POLE, 15 FEET WEST OF A FENCE CORNER,
 CP2661'2 FEET SOUTH OF A WIRE FENCE AND 1.5 FEET SOUTHEAST OF A METAL
 CP2661'WITNESS POST AND SIGN.
 CP2661
 CP2661                          STATION RECOVERY (1983)
 CP2661
 CP2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CP2661'THE STATION WAS VISITED 6-8-83 AND THE STATION MARK, REFERENCE MARKS
 CP2661'NO 4 AND NO 5 AND THE AZIMUTH MARK WERE ALL RECOVERED IN GOOD
 CP2661'CONDITION.  THE 1977 DESCRIPITON BY C.L.N. IS ADEQUATE AND COMPLETE
 CP2661'AT THIS TIME.
 CP2661
 CP2661                          STATION RECOVERY (1992)
 CP2661
 CP2661'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR)
 CP2661'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS
 CP2661'GOING TO BE DESTROYED BY CONSTRUCTION OF A NEW CHURCH.  A NEW STATION
 CP2661'HOOD 2 1992 WAS ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2191 ***********************************************************************
 BW2191  DESIGNATION -  HOOK
 BW2191  PID         -  BW2191
 BW2191  STATE/COUNTY-  MS/LAWRENCE
 BW2191  USGS QUAD   -  MONTICELLO NE (1971)
 BW2191
 BW2191                         *CURRENT SURVEY CONTROL
 BW2191  ___________________________________________________________________
 BW2191* NAD 83(1993)-  31 37 52.82786(N)    090 01 18.81815(W)     ADJUSTED  
 BW2191* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 BW2191  ___________________________________________________________________
 BW2191  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BW2191  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BW2191  HORZ ORDER  -  FIRST
 BW2191
 BW2191.The horizontal coordinates were established by classical geodetic methods
 BW2191.and adjusted by the National Geodetic Survey in May 1994.
 BW2191
 BW2191.The orthometric height was scaled from a topographic map.
 BW2191
 BW2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2191
 BW2191.The geoid height was determined by GEOID03.
 BW2191
 BW2191;                    North         East     Units Scale Factor Converg.
 BW2191;SPC MS W     -   236,315.230   729,544.617   MT  0.99996076   +0 09 48.0
 BW2191;SPC MS W     -   775,310.88  2,393,514.30   sFT  0.99996076   +0 09 48.0
 BW2191;UTM  15      - 3,503,426.080   782,475.380   MT  1.00058424   +1 33 46.5
 BW2191;UTM  16      - 3,503,540.284   213,369.579   MT  1.00061342   -1 35 09.3
 BW2191
 BW2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2191!SPC MS W     -   0.99997818  x   0.99996076  =   0.99993894
 BW2191!UTM  15      -   0.99997818  x   1.00058424  =   1.00056241
 BW2191!UTM  16      -   0.99997818  x   1.00061342  =   1.00059159
 BW2191
 BW2191:                Primary Azimuth Mark                     Grid Az
 BW2191:SPC MS W     -  HEBRON                                   028 23 34.1
 BW2191:UTM  15      -  HEBRON                                   026 59 35.6
 BW2191:UTM  16      -  HEBRON                                   030 08 31.4
 BW2191
 BW2191|---------------------------------------------------------------------|
 BW2191| PID    Reference Object                     Distance      Geod. Az  |
 BW2191|                                                           dddmmss.s |
 BW2191| BV1763 HEBRON                              APPROX.15.8 KM 0283322.1 |
 BW2191| CY4691 HOOK RM 1                            29.596 METERS 02943     |
 BW2191| CY4692 HOOK RM 2                            30.370 METERS 13602     |
 BW2191| CY4690 HOOK AZ MK                                         3121338.5 |
 BW2191|---------------------------------------------------------------------|
 BW2191
 BW2191                          SUPERSEDED SURVEY CONTROL
 BW2191
 BW2191  NAD 83(1986)-  31 37 52.84235(N)    090 01 18.81538(W) AD(       ) 1
 BW2191  NAD 27      -  31 37 52.24100(N)    090 01 18.51800(W) AD(       ) 1
 BW2191
 BW2191.Superseded values are not recommended for survey control.
 BW2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2191.See file dsdata.txt to determine how the superseded data were derived.
 BW2191
 BW2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR8247503426(NAD 83)
 BW2191_MARKER: DS = TRIANGULATION STATION DISK
 BW2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2191
 BW2191  HISTORY     - Date     Condition        Report By
 BW2191  HISTORY     - 1947     MONUMENTED       CGS
 BW2191  HISTORY     - 1955     GOOD             CGS
 BW2191  HISTORY     - 1972     GOOD             MSHD
 BW2191
 BW2191                          STATION DESCRIPTION
 BW2191
 BW2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2191'THE STATION IS ABOUT 2 MILES NORTHWEST OF SILVER CREEK, 41
 BW2191'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2191'ROAD, 26 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, AND 26
 BW2191'FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 BW2191'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOOK 1947.
 BW2191'
 BW2191'REFERENCE MARK NO. 1 IS 97.10 FEET NORTH-NORTHEAST OF THE
 BW2191'STATION AND 13 FEET NORTHEAST OF A 12-INCH PINE TREE.  THE
 BW2191'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HOOK NO
 BW2191'1 1947.
 BW2191'
 BW2191'REFERENCE MARK NO. 2 IS 99.64 FEET SOUTHEAST OF THE STATION
 BW2191'AND 5 FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS 6 INCHES,
 BW2191'AND THE DISK IS STAMPED HOOK NO 2 1947.
 BW2191'
 BW2191'THE AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 35
 BW2191'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, AND
 BW2191'2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BW2191'6 INCHES, AND THE DISK IS STAMPED HOOK 1947.
 BW2191'
 BW2191'TO REACH FROM THE WEST SIDE OF THE RAILROAD CROSSING IN SILVER
 BW2191'CREEK, GO NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO A SIDE
 BW2191'ROAD LEFT JUST BEYOND A BRIDGE, TURN LEFT AND GO 1.2 MILES
 BW2191'TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD AND GO 0.5 MILE
 BW2191'TO A FARMHOUSE ON LEFT, THEN CONTINUE STRAIGHT AHEAD AND
 BW2191'GO 0.1 MILE TO STATION ON LEFT.
 BW2191'
 BW2191'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 BW2191'ON GRAVELED ROAD FOR 0.1 MILE TO A FARMHOUSE ENTRANCE ROAD
 BW2191'ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO MARK ON RIGHT.
 BW2191'
 BW2191'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2191
 BW2191                          STATION RECOVERY (1955)
 BW2191
 BW2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2191'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 BW2191'CONDITION.  THE STATION MARK IS NOW IN A CULTIVATED FIELD
 BW2191'
 BW2191'A NEW DESCRIPTION FOLLOWS--
 BW2191'
 BW2191'THE STATION IS LOCATED ABOUT 2 MILES NNW OF SILVER CREEK
 BW2191'AND 7.5 MILES NE OF MONTICELLO ON A HIGH RIDGE AND ON PROPERTY
 BW2191'OWNED BY IDA HOOKER.  IT IS 44 FEET SW OF THE CENTER OF
 BW2191'A GRAVELED ROAD AND OPPOSITE THE INTERSECTION WITH A TRACK
 BW2191'ROAD LEADING N., 14 FEET NW OF A FENCE LINE, 28 FEET SW
 BW2191'OF A FENCE CORNER, 26 FEET SW. OF A WITNESS POST AND 31
 BW2191'FEET NNW OF TWO SMALL PINE TREES IN THE FENCE LINE.  IT IS
 BW2191'A STANDARD DISK, STAMPED HOOK 1947, PROJECTING 6 INCHES.
 BW2191'
 BW2191'REFERENCE MARK NO. 1 IS 97.10 FEET NNE OF THE STATION IN
 BW2191'A FORKS FORMED BY THE GRAVELED ROAD AND THE TRACK ROAD LEADING
 BW2191'NORTH, 8 FEET W. OF THE CENTER OF THE TRACK ROAD, AND 28
 BW2191'FEET SE OF THE CENTER OF THE GRAVELED ROAD AND ON LAND OWNED
 BW2191'BY ED. OATIS.  IT IS A STANDARD DISK, STAMPED HOOK NO 1 1947,
 BW2191'PROJECTING 6 INCHES.
 BW2191'
 BW2191'REFERENCE MARK NO. 2 IS 99.64 FEET SE OF THE STATION, 16
 BW2191'FEET SW OF THE CENTER OF THE GRAVELED ROAD AND 6 FEET NE
 BW2191'OF A FENCE LINE.  IT IS A STANDARD DISK, STAMPED HOOK NO
 BW2191'2 1947, PROJECTING 6 INCHES.
 BW2191'
 BW2191'THE AZIMUTH MARK IS 0.25 MILE NW OF THE STATION, 35 FEET
 BW2191'SE OF THE SE CORNER OF THE HOUSE OWNED BY IDA HOOKER, 35
 BW2191'FEET SE OF THE SE CORNER OF THE BRICK CHIMNEY ON THE EAST
 BW2191'SIDE OF THE HOUSE AND 25 FEET NNW OF THE CENTER OF A TRACK
 BW2191'ROAD.  IT IS A STANDARD DISK, STAMPED HOOK 1947, PROJECTING
 BW2191'4 INCHES.
 BW2191'
 BW2191'TO REACH THE STATION FROM THE MAIN CROSSROAD IN SILVER CREEK,
 BW2191'JUST W. OF THE RAILROAD CROSSING, GO NORTH FOR 0.8 MILE
 BW2191'ON STATE HIGHWAY 43, PARALLELING THE TRACKS, TO A RAILROAD
 BW2191'CROSSING, CROSS TRACKS AND GO 0.05 MILE TO A SIDE ROAD LEFT
 BW2191'JUST AFTER CROSSING A CREEK, TURN LEFT AND GO 1.2 MILES
 BW2191'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 0.5 MILE TO
 BW2191'A HOUSE ON THE LEFT, CONTINUE FOR 0.1 MILE TO THE STATION
 BW2191'ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  CONTINUE FOR
 BW2191'0.1 MILE TO A FORK, TAKE LEFT FORK, PASSING THROUGH GATE
 BW2191'AND GO 0.15 MILE ON TRACK ROAD TO THE HOOKER HOUSE AND THE
 BW2191'MARK ON THE RIGHT.
 BW2191
 BW2191                          STATION RECOVERY (1972)
 BW2191
 BW2191'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 BW2191'THE STATION WAS VISITED 8-30-72 AND THE STATION MARK, R.M.
 BW2191'NO 1, R.M. NO 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2191'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 BW2191'
 BW2191'THE STATION IS LOCATED 2.3 MILES NORTHWEST OF SILVER CREEK,
 BW2191'7.3 MILES NORTHEAST OF MONTICELLO IN THE SOUTHWEST 1/4 OF
 BW2191'SECTION 28, T 8N, R 12E.  IT IS 41 FEET SOUTHWEST OF THE
 BW2191'CENTER OF A GRAVELED ROAD, 19 FEET SOUTHWEST OF A Y FENCE
 BW2191'CORNER, 15 FEET WEST OF A FENCE AND 1 FOOT SOUTHWEST OF
 BW2191'A METAL WITNESS POST.
 BW2191'
 BW2191'IT IS A TRIANGULATION DISK, STAMPED HOOK 1947 PROJECTING
 BW2191'3 INCHES.
 BW2191'
 BW2191'REFERENCE MARK NO 1 IS 97.10 FEET NORTHEAST OF THE STATION.
 BW2191'IT IS 31 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 BW2191'8 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 12 FEET
 BW2191'NORTHEAST OF A FENCE, 4 FEET SOUTHWEST OF A 5 INCH OAK, AND
 BW2191'1 FOOT EAST OF A METAL WITNESS POST.  IT IS A REFERENCE
 BW2191'MARK DISK, STAMPED HOOK NO 1 1947 PROJECTING 6 INCHES.
 BW2191'
 BW2191'REFERENCE MARK NO 2 IS 99.64 FEET SOUTHEAST OF THE STATION.
 BW2191'IT IS 18 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 BW2191'100 FEET SOUTHEAST OF A Y FENCE CORNER, 1 FOOT SOUTHWEST
 BW2191'OF A METAL WITNESS POST AND 1/2 FOOT SOUTHWEST OF A FENCE.
 BW2191'IT IS A REFERENCE MARK DISK, STAMPED HOOK NO 2 1947 PROJECTING
 BW2191'4 INCHES.
 BW2191'
 BW2191'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 157.10 FEET.
 BW2191'
 BW2191'THE AZIMUTH MARK IS 26 FEET NORTH-NORTHEAST OF THE CENTER
 BW2191'OF A GRAVELED ROAD, 36.5 FEET SOUTHEAST OF THE SOUTHEAST
 BW2191'CORNER OF THE PORCH OF A BRICK SIDING HOUSE, 12.5 FEET SOUTH
 BW2191'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 30
 BW2191'FEET EAST OF A 9 INCH CEDAR, 42 FEET NORTH OF A POWER POLE
 BW2191'WITH GUY WIRES, 1 FOOT NORTH OF A METAL WITNESS POST AND
 BW2191'ON THE PROPERTY OF MR. JOHN M. HOOKER.  IT IS AN AZIMUTH
 BW2191'MARK DISK, STAMPED HOOK 1947 PROJECTING 6 INCHES.
 BW2191'
 BW2191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BW2191'43 AND U.S. HIGHWAY 84 JUST WEST OF THE CROSSING OF THE
 BW2191'ILLINOIS CENTRAL RAILROAD TRACK IN SILVER CREEK GO NORTH
 BW2191'ON STATE HIGHWAY 43 FOR 0.8 MILES TO A SIDE ROAD LEFT JUST
 BW2191'BEYOND A RAILROAD CROSSING.  TURN LEFT AND GO NORTHWEST
 BW2191'AND WEST ON A BLACK TOP ROAD FOR 1.2 MILES TO A CROSSROAD.
 BW2191'CONTINUE STRAIGHT AHEAD NORTHWEST ON A GRAVELED ROAD FOR
 BW2191'0.7 MILES TO THE STATION ON THE LEFT.
 BW2191'
 BW2191'TO REACH THE AZIMUTH CONTINUE NORTHWEST ON A GRAVELED ROAD
 BW2191'FOR 0.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO WEST
 BW2191'ON A PRIVATE GRAVELED ROAD FOR 0.15 MILES TO A BRICK SIDING
 BW2191'HOUSE AND THE MARK ON THE RIGHT.
 BW2191'
 BW2191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES
 BW2191'NORTHWEST OF SILVER CREEK
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2709 ***********************************************************************
 CP2709  DESIGNATION -  HOOKER
 CP2709  PID         -  CP2709
 CP2709  STATE/COUNTY-  MS/HINDS
 CP2709  USGS QUAD   -  BOVINA (1972)
 CP2709
 CP2709                         *CURRENT SURVEY CONTROL
 CP2709  ___________________________________________________________________
 CP2709* NAD 83(1993)-  32 20 34.18524(N)    090 40 21.25527(W)     ADJUSTED  
 CP2709* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 CP2709  ___________________________________________________________________
 CP2709  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CP2709  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP2709  HORZ ORDER  -  THIRD
 CP2709
 CP2709.The horizontal coordinates were established by classical geodetic methods
 CP2709.and adjusted by the National Geodetic Survey in May 1994.
 CP2709
 CP2709.The orthometric height was scaled from a topographic map.
 CP2709
 CP2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2709
 CP2709.The geoid height was determined by GEOID03.
 CP2709
 CP2709;                    North         East     Units Scale Factor Converg.
 CP2709;SPC MS W     -   315,214.246   668,065.741   MT  0.99996257   -0 10 53.4
 CP2709;SPC MS W     - 1,034,165.41  2,191,812.35   sFT  0.99996257   -0 10 53.4
 CP2709;UTM  15      - 3,580,817.644   719,042.150   MT  1.00019170   +1 14 44.3
 CP2709
 CP2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2709!SPC MS W     -   0.99999774  x   0.99996257  =   0.99996031
 CP2709!UTM  15      -   0.99999774  x   1.00019170  =   1.00018944
 CP2709
 CP2709|---------------------------------------------------------------------|
 CP2709| PID    Reference Object                     Distance      Geod. Az  |
 CP2709|                                                           dddmmss.s |
 CP2709| CY4695 HOOKER RM 1                          31.949 METERS 02825     |
 CP2709| CY4693 HOOKER AZ MK                                       0924146.9 |
 CP2709| CY4696 HOOKER RM 2                          31.363 METERS 27629     |
 CP2709|---------------------------------------------------------------------|
 CP2709
 CP2709                          SUPERSEDED SURVEY CONTROL
 CP2709
 CP2709  NAD 83(1986)-  32 20 34.19858(N)    090 40 21.25168(W) AD(       ) 3
 CP2709  NAD 27      -  32 20 33.67000(N)    090 40 20.88700(W) AD(       ) 3
 CP2709
 CP2709.Superseded values are not recommended for survey control.
 CP2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2709.See file dsdata.txt to determine how the superseded data were derived.
 CP2709
 CP2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1904280818(NAD 83)
 CP2709_MARKER: DS = TRIANGULATION STATION DISK
 CP2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2709
 CP2709  HISTORY     - Date     Condition        Report By
 CP2709  HISTORY     - 1948     MONUMENTED       CGS
 CP2709  HISTORY     - 1957     GOOD             CGS
 CP2709  HISTORY     - 1961     GOOD             MSHD
 CP2709  HISTORY     - 1968     GOOD             CGS
 CP2709  HISTORY     - 1977     GOOD             MSHD
 CP2709  HISTORY     - 1980     GOOD             MSSU
 CP2709  HISTORY     - 19811001 GOOD             MSSU
 CP2709  HISTORY     - 1985     GOOD             MSSU
 CP2709
 CP2709                          STATION DESCRIPTION
 CP2709
 CP2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2709'THE STATION IS LOCATED ABOUT 12 MILES EAST OF VICKSBURG
 CP2709'AND 3 MILES WEST OF EDWARDS ON THE RIGHT-OF-WAY OF U.S.
 CP2709'HIGHWAY 80.  IT IS 63 FEET WEST OF A FENCE CORNER, 45 FEET
 CP2709'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF
 CP2709'A FENCE, AND 5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 CP2709'PROJECTS 2 INCHES, AND THE DISK IS STAMPED HOOKER 1948.
 CP2709'
 CP2709'REFERENCE MARK NO. 1 IS 104.82 FEET NORTH-NORTHEAST OF THE
 CP2709'STATION, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CP2709'2 FEET SOUTH OF POWER POLE NO. 11-114, AND 1 FOOT SOUTHEAST
 CP2709'OF A RIGHT-OF-WAY MARKER.  THE MARK PROJECTS 2 INCHES, AND
 CP2709'THE DISK IS STAMPED HOOKER NO 1 1948.
 CP2709'
 CP2709'REFERENCE MARK NO. 2 IS 102.98 FEET WEST OF THE STATION,
 CP2709'49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 CP2709'NORTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE
 CP2709'DISK IS STAMPED HOOKER NO 2 1948.
 CP2709'
 CP2709'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 29 FEET
 CP2709'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF
 CP2709'A TELEPHONE POLE, 3 FEET NORTH OF A FENCE, AND 2 FEET WEST
 CP2709'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE
 CP2709'DISK IS STAMPED HOOKER 1948.
 CP2709'
 CP2709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CP2709'61 AND 80 IN VICKSBURG, GO EAST ON HIGHWAY 80 FOR 12.3 MILES
 CP2709'TO THE J.L. LOGAN GROCERY STORE AND STATION ON THE RIGHT.
 CP2709'
 CP2709'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 CP2709'HIGHWAY 80 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2709'
 CP2709'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2709
 CP2709                          STATION RECOVERY (1957)
 CP2709
 CP2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2709'THE STATION WAS VISITED 1-21-57 AND ALL MARKS WERE FOUND
 CP2709'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CP2709'
 CP2709'THE STATION IS LOCATED ABOUT 12 MILES EAST OF VICKSBURG,
 CP2709'4 MILES WEST OF EDWARDS AND 1.5 MILE EAST OF THE BRIDGE
 CP2709'OVER BIG BLACK RIVER, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 CP2709'80, 163 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2709'CAMPBELS FILLING STATION AND GROCERY STORE, 54 FEET NORTHWEST
 CP2709'OF THE NORTHWEST CORNER OF AN OLD TIN COVERED GARAGE, 45
 CP2709'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 80, 18 FEET
 CP2709'NORTH OF A FENCE LINE, 54 FEET WEST OF A TELEPHONE LINE
 CP2709'CROSSING THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED HOOKER
 CP2709'1948, PROJECTING 2 INCHES.
 CP2709'
 CP2709'REFERENCE MARK NO. 1 IS 104.82 FEET NORTH-NORTHEAST OF THE
 CP2709'STATION, ACROSS THE HIGHWAY FROM THE STATION, AT THE SOUTH
 CP2709'EDGE OF A CULTIVATED FIELD, 2 FEET SOUTH OF AN REA POWER
 CP2709'POLE NO. 11-114, 1.5 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY
 CP2709'CONCRETE POST, 53 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 CP2709'80, AND 8 FEET WEST OF THE PROJECTED PLANE OF THE WEST SIDE
 CP2709'OF THE TIN SHED.  IT IS A STANDARD DISK, STAMPED HOOKER
 CP2709'NO 1 1948, PROJECTING 10 INCHES.
 CP2709'
 CP2709'REFERENCE MARK NO. 2 IS 102.98 FEET WEST OF THE STATION,
 CP2709'98 FEET EAST OF A T FENCE CORNER, 49 FEET SOUTH OF THE CENTER
 CP2709'OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE LINE AND ABOUT 20
 CP2709'FEET NORTH-NORTHEAST OF A LARGE OAK TREE.  IT IS A STANDARD
 CP2709'DISK, STAMPED HOOKER NO 2 1948, PROJECTING 2 INCHES.
 CP2709'
 CP2709'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, ON THE
 CP2709'TOP OF A SMALL CUT BANK ON THE SOUTH SIDE OF THE HIGHWAY,
 CP2709'36 FEET EAST OF THE WEST END OF THE CUT BANK, 29 FEET SOUTH
 CP2709'OF THE CENTERLINE OF THE HIGHWAY, 130 FEET WEST OF THE PROJECTED
 CP2709'CENTER OF A FIELD ROAD LEADING NORTH, OPPOSITE A REA POLE IN A
 CP2709'FIELD AND IN A FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 CP2709'HOOKER 1948, PROJECTING 6 INCHES AND ABOUT 3 FEET ABOVE THE
 CP2709'LEVEL OF THE HIGHWAY.
 CP2709'
 CP2709'TO REACH THE STATION FROM THE EDWARDS MUNICIPAL WATER TANK
 CP2709'AT THE JUNCTION OF OLD U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP2709'474 IN EDWARDS GO WEST ON OLD U.S. HIGHWAY 80 FOR 3.9 MILES
 CP2709'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.2 MILE
 CP2709'TO THE STATION ON THE LEFT.
 CP2709
 CP2709                          STATION RECOVERY (1961)
 CP2709
 CP2709'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2709'THE STATION WAS VISITED 10-6-61.  THE STATION, AZIMUTH MARK,
 CP2709'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2709'THE 1948 DESCRIPTION BY F.X.P. IS ADEQUATE, AND THE AZIMUTH
 CP2709'MARK IS VISIBLE FROM THE STATION.
 CP2709'
 CP2709'METAL WITNESS POSTS ARE SET 1.0 FOOT NORTH OF THE STATION
 CP2709'AND 1.0 FOOT NORTH OF THE AZIMUTH MARK.
 CP2709
 CP2709                          STATION RECOVERY (1968)
 CP2709
 CP2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CP2709'THE STATION WAS VISITED 11-20-68 AND THE STATION AND REFERENCE
 CP2709'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CP2709'WAS FOUND DESTROYED AND THE DISK RECLAIMED.  A NEW AZIMUTH
 CP2709'MARK WAS ESTABLISHED AT THIS DATE.  REFERENCE MARK NO. 1
 CP2709'WAS FOUND UNSTEADY AND PROJECTING ABOUT 18-INCHED.  IT WAS
 CP2709'LOWERED NEAR ITS ORIGINAL POSITION AND RESTAMPED HOOKER
 CP2709'NO. 3 1948 1968.  A NEW DESCRIPTION FOLLOWS--
 CP2709'
 CP2709'THE STATION IS LOCATED ABOUT 4 MILES WNW OF EDWARDS, 12
 CP2709'MILES E. OF VICKSBURG, 1.5 MILE E OF THE OLD U.S. HIGHWAY
 CP2709'80 BRIDGE OVER THE BIG BLACK RIVER, IN THE NE 1/4 OF SECTION
 CP2709'26, T16N, R5E, AND IN THE SW ANGLE OF A T INTERSECTION,
 CP2709'ON LAND OWNED BY J.C. LOGAN.  IT IS 44.5 FEET S. OF THE
 CP2709'CENTER OF THE OLD HIGHWAY 80, 254 FT. W. OF THE CENTER OF
 CP2709'A BLACK TOP ROAD LEADING SOUTH, 105 FT. SSW OF A UTILITY
 CP2709'POLE WITH GUY WIRES, 161 FT. NW OF A POWER POLE WITH A
 CP2709'TRANSFORMER, 54 FT. NW OF THE NW CORNER OF A METAL BUILDING, 113
 CP2709'FT. ENE OF A 48-INCH OAK TREE, 11 FT. S. OF A METAL
 CP2709'WITNESS POST IN THE FENCE LINE.  IT IS A TRIANGULATION
 CP2709'STATION DISK STAMPED HOOKER 1948, PROJECTING 2 INCHES.
 CP2709'
 CP2709'REFERENCE MARK NO. 2 IS 102.90 FT. W. OF THE STATION, 48
 CP2709'FT. S. OF THE CENTERLINE OF THE HIGHWAY, 22.5 FT. NE OF
 CP2709'THE 48-INCH OAK TREE, 47 FT. NE OF A 14-INCH PECAN TREE,
 CP2709'174 FT. SW OF A UTILITY POLE WITH GUY WIRES, 357 FT. W. OF
 CP2709'THE CENTER OF THE BLACK TOP ROAD, AND 15 FT. S. OF A METAL
 CP2709'WITNESS POST IN THE FENCE LINE.  IT IS A REFERENCE MARK
 CP2709'DISK STAMPED HOOKER NO 2 1948 FLUSH WITH THE GROUND.
 CP2709'
 CP2709'REFERENCE MARK NO. 3 IS 104.76 FT. NNE OF THE STATION, 53
 CP2709'FT. N OF THE CENTER OF THE OLD HIGHWAY, 2 FEET SOUTH OF
 CP2709'A UTILITY POLE WITH 2 TRANSFORMERS, 1 FT. SE OF A RIGHT-OF-WAY
 CP2709'MARKER AND 1 FT. E. OF A METAL WITNESS POST.  IT IS A REFERENCE
 CP2709'MARK DISK, STAMPED HOOKER 1948, NO 3 1968 PROJECTING 5 INCHES.
 CP2709'
 CP2709'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 13 FT.
 CP2709'N. OF THE CENTER OF THE OLD HIGHWAY AND 2 FEET SW OF A METAL
 CP2709'WITNESS POST.  IT IS AN AZIMUTH MARK DISK SET IN A DRILL
 CP2709'HOLE IN THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CP2709'BRIDGE, STAMPED HOOKER 1948 AZ NO 2 1968.
 CP2709'
 CP2709'TO REACH THE STATION FROM THE POST OFFICE IN EDWARDS, GO
 CP2709'WEST FOR 1/2 BLOCK, TURN RIGHT ON MAIN STREET FOR 1/2 BLOCK,
 CP2709'TO OLD U.S. HIGHWAY 80, AND A WATER TANK ON THE RIGHT.  TURN
 CP2709'LEFT AND GO WEST FOR 4.0 MILES ON OLD U.S. HIGHWAY 80 TO
 CP2709'A SIDE ROAD LEFT AND THE STATION ON THE LEFT IN THE SOUTHWEST
 CP2709'ANGLE OF THE INTERSECTION, CONTINUE WEST FOR 0.45 MILE TO
 CP2709'THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST CORNER OF
 CP2709'THE BRIDGE.
 CP2709'
 CP2709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CP2709
 CP2709                          STATION RECOVERY (1977)
 CP2709
 CP2709'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2709'THE STATION WAS VISITED 7-14-77 AND THE STATION MARK, RM NO 2, RM
 CP2709'NO 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A SMALL
 CP2709'AMOUNT OF CLEARING WILL BE REQUIRED FOR THE AZIMUTH MARK TO BE
 CP2709'VISIBLE FROM THE STATION.  A NEW BRICK HOUSE HAS BEEN BUILT ON THE
 CP2709'STATION SITE.
 CP2709'
 CP2709'THE STATION IS LOCATED 4 MILES WEST-NORTHWEST OF EDWARDS NEAR THE
 CP2709'NORTHEAST CORNER OF THE LAWN OF MR. A. M. PACE JR., 12.5 MILES EAST
 CP2709'OF VICKSBURG, 1.6 MILES EAST OF THE EAST END OF THE U.S. HIGHWAY 80
 CP2709'BRIDGE OVER THE BIG BLACK RIVER IN THE NORTHEAST CORNER OF SECTION
 CP2709'26, T 16N, R 5E.  IT IS 254 FEET WEST OF THE CENTER OF A BLACK TOP
 CP2709'ROAD, 113 FEET EAST-NORTHEAST OF A 48 INCH OAK, 173 FEET EAST OF
 CP2709'THE CENTER OF A DRIVEWAY, 108 FEET NORTHEAST OF THE NORTHEAST CORNER
 CP2709'OF A BRICK HOUSE, 82.5 FEET EAST OF THE PROJECTED PLANE OF THE EAST
 CP2709'WALL OF THE SAME HOUSE, 161 FEET NORTHWEST OF A POWER POLE WITH A
 CP2709'TRANSFORMER, 107.5 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 6, 44.5
 CP2709'FEET SOUTH OF THE CENTER OF HIGHWAY 80, 1 FOOT SOUTH OF A METAL
 CP2709'WITNESS POST AND PROJECTS 2 INCHES.
 CP2709'
 CP2709'IT IS A TRIANGULATION DISK, STAMPED HOOKER 1948.
 CP2709'
 CP2709'REFERENCE MARK NO 2 IS 102.90 FEET WEST OF THE STATION.  IT IS 357
 CP2709'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 174.5 FEET SOUTHWEST OF
 CP2709'POWER POLE NO. 61, 83.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 CP2709'BRICK HOUSE, 20.5 FEET WEST OF THE PROJECTED PLANE OF THE EAST
 CP2709'WALL OF THE SAME HOUSE, 70 FEET EAST OF THE CENTER OF A DRIVEWAY,
 CP2709'48 FEET SOUTH OF THE CENTER OF HIGHWAY 80, 47 FEET NORTHEAST OF A
 CP2709'15 INCH PECAN, 22.5 FEET NORTHEAST OF A 48 INCH OAK AND IS FLUSH
 CP2709'WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2709'HOOKER NO 2 1948.
 CP2709'
 CP2709'REFERENCE MARK NO 3 IS 104.76 FEET NORTH-NORTHEAST OF THE STATION.
 CP2709'IT IS 53 FEET NORTH OF THE CENTER OF HIGHWAY 80, 3 FEET SOUTH OF
 CP2709'POWER POLE NO. 61, 1 FOOT SOUTHEAST OF A RIGHT OF WAY MARKER, 1
 CP2709'FOOT EAST OF A METAL WITNESS POST AND PROJECTS 5 INCHES.  IT IS A
 CP2709'REFERENCE MARK DISK, STAMPED HOOKER 1948 NO 3 1968.
 CP2709'
 CP2709'THE DISTANCE BETWEEN REFERENCE NO 2 AND NO 3 IS 172.24 FEET.
 CP2709'
 CP2709'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 13 FEET
 CP2709'NORTH OF THE CENTER OF HIGHWAY 80, 2 FEET SOUTHWEST OF A METAL
 CP2709'WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 CP2709'ABUTMENT OF A CONCRETE BRIDGE.  (NOTE) ABOUT 45 FEET OF THE
 CP2709'RAILING IS MISSING ON THE NORTHEAST END OF THE BRIDGE.  IT IS AN
 CP2709'AZIMUTH MARK DISK, STAMPED HOOKER AZ NO 2 1968.
 CP2709'
 CP2709'TO REACH THE STATION FROM THE WATER TANK IN EDWARDS GO SOUTHWEST ON
 CP2709'U.S. HIGHWAY 80 FOR 4.05 MILES TO THE STATION ON THE LEFT JUST
 CP2709'BEYOND A SIDE ROAD LEFT.  CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.4
 CP2709'MILE TO A BRIDGE AND THE AZIMUTH MARK ON THE RIGHT.
 CP2709'
 CP2709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CP2709'WEST-NORTHWEST OF EDWARDS.
 CP2709
 CP2709                          STATION RECOVERY (1980)
 CP2709
 CP2709'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP2709'STATION, REFERENCE MARKS 2, 3, AND AZIMUTH MARK RECOVERED IN GOOD
 CP2709'CONDITION.
 CP2709
 CP2709                          STATION RECOVERY (1981)
 CP2709
 CP2709'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP2709'RECOVERED IN GOOD CONDITION.
 CP2709
 CP2709                          STATION RECOVERY (1985)
 CP2709
 CP2709'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (TM)
 CP2709'HOOKER 1948 FOUND GOOD.
 CP2709'
 CP2709'HOOKER NO 2 1948 FOUND FAIR.
 CP2709'
 CP2709'HOOKER NO 3 1948 1968 FOUND FAIR.
 CP2709'
 CP2709'HOOKER AZ NO 2 1948 1968 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2593 ***********************************************************************
 CP2593  DESIGNATION -  HOPE
 CP2593  PID         -  CP2593
 CP2593  STATE/COUNTY-  MS/HINDS
 CP2593  USGS QUAD   -  JACKSON (1998)
 CP2593
 CP2593                         *CURRENT SURVEY CONTROL
 CP2593  ___________________________________________________________________
 CP2593* NAD 83(1993)-  32 22 08.32065(N)    090 12 03.75739(W)     ADJUSTED  
 CP2593* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CP2593  ___________________________________________________________________
 CP2593  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CP2593  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CP2593  HORZ ORDER  -  FIRST
 CP2593
 CP2593.The horizontal coordinates were established by classical geodetic methods
 CP2593.and adjusted by the National Geodetic Survey in May 1994.
 CP2593
 CP2593.The orthometric height was scaled from a topographic map.
 CP2593
 CP2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2593
 CP2593.The geoid height was determined by GEOID03.
 CP2593
 CP2593;                    North         East     Units Scale Factor Converg.
 CP2593;SPC MS W     -   318,070.931   712,449.524   MT  0.99995191   +0 04 15.0
 CP2593;SPC MS W     - 1,043,537.71  2,337,428.15   sFT  0.99995191   +0 04 15.0
 CP2593;UTM  15      - 3,584,780.824   763,357.199   MT  1.00045537   +1 29 57.6
 CP2593
 CP2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2593!SPC MS W     -   0.99998642  x   0.99995191  =   0.99993833
 CP2593!UTM  15      -   0.99998642  x   1.00045537  =   1.00044178
 CP2593
 CP2593|---------------------------------------------------------------------|
 CP2593| PID    Reference Object                     Distance      Geod. Az  |
 CP2593|                                                           dddmmss.s |
 CP2593| CP2592 HOPE 2                               58.230 METERS 15620     |
 CP2593| CP2596 JACKSON VA CAR CHEMICAL CO TK       APPROX. 3.7 KM 1562025.1 |
 CP2593| CY4698 HOPE AZ MK                                         1812820.3 |
 CP2593| CY4699 HOPE RM 1                            30.358 METERS 18936     |
 CP2593| CP2590 JACKSON RAD RNG CENTER ANTENNA      APPROX. 1.4 KM 2831309.3 |
 CP2593| CY4700 HOPE RM 2                            27.957 METERS 35053     |
 CP2593|---------------------------------------------------------------------|
 CP2593
 CP2593                          SUPERSEDED SURVEY CONTROL
 CP2593
 CP2593  NAD 83(1986)-  32 22 08.33513(N)    090 12 03.75274(W) AD(       ) 1
 CP2593  NAD 27      -  32 22 07.81400(N)    090 12 03.43400(W) AD(       ) 1
 CP2593
 CP2593.Superseded values are not recommended for survey control.
 CP2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2593.See file dsdata.txt to determine how the superseded data were derived.
 CP2593
 CP2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6335784781(NAD 83)
 CP2593_MARKER: DS = TRIANGULATION STATION DISK
 CP2593_SETTING: 0 = UNSPECIFIED SETTING
 CP2593
 CP2593  HISTORY     - Date     Condition        Report By
 CP2593  HISTORY     - 1945     MONUMENTED       CGS
 CP2593  HISTORY     - 1957     GOOD             CGS
 CP2593
 CP2593                          STATION DESCRIPTION
 CP2593
 CP2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2593'STATION IS LOCATED ON THE E SIDE OF A GRAVEL ROAD ABOUT
 CP2593'6 MILES N OF THE CENTER OF JACKSON.  THE LAND IS OWNED BY
 CP2593'THE STATE OF MISSISSIPPI.  IT IS 32 FEET NW OF A POWER POLE,
 CP2593'49 FEET E OF THE APPROXIMATE CENTER OF THE ROAD, AND 19
 CP2593'FEET E OF A STANDARD WITNESS POST.
 CP2593'
 CP2593'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2593'POST, STAMPED HOPE 1945, AND ABOUT 16 INCHES BELOW THE GROUND.
 CP2593'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2593'
 CP2593'REFERENCE MARK 1 IS 99.60 FEET S OF THE STATION, 30 FEET
 CP2593'E OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE
 CP2593'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED HOPE
 CP2593'NO 1 1945, AND PROJECTS ABOUT 4 INCHES.
 CP2593'
 CP2593'REFERENCE MARK 2 IS 91.72 FEET N OF THE STATION, 1 FOOT
 CP2593'W OF TELEPHONE POLE 29, AND 30 FEET E OF THE APPROXIMATE
 CP2593'CENTER OF THE ROAD.  IT IS A BRONZE REFERENCE DISK SET IN
 CP2593'TOP OF A CONCRETE POST, STAMPED HOPE NO 2 1945, AND PROJECTS
 CP2593'ABOUT 4 INCHES.
 CP2593'
 CP2593'AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION, 3 FEET
 CP2593'N OF TELEPHONE POLE 23, AND 19 FEET E OF THE APPROXIMATE
 CP2593'CENTER OF THE ROAD.  IT IS 3 FEET N OF A STANDARD WITNESS
 CP2593'POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 CP2593'POST, STAMPED HOPE 1945, AND PROJECTS ABOUT 4 INCHES.
 CP2593'
 CP2593'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN JACKSON,
 CP2593'GO N ON U.S. HIGHWAYS 49 AND 51 FOR 1.9 MILES TO WHERE HIGHWAY
 CP2593'49 TURNS W, TURN LEFT AND FOLLOW HIGHWAY 49 FOR 1.3 MILES
 CP2593'TO WHERE HIGHWAY 49 TURNS NW AND A BLACK-TOP ROAD RIGHT,
 CP2593'TURN RIGHT ON BLACK-TOP ROAD AND GO 1 MILE TO A FORK, TAKE
 CP2593'RIGHT FORK CROSSING RAILROAD TRACKS, AND GO 1.75 MILES TO
 CP2593'A WHITE HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 CP2593'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION ON
 CP2593'THE RIGHT.
 CP2593'
 CP2593'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP2593
 CP2593                          STATION RECOVERY (1957)
 CP2593
 CP2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2593'THE STATION WAS VISITED 4-9-57 AND THE STATION SURFACE AND
 CP2593'SUB-SURFACE MARK WERE FOUND IN GOOD CONDITION BUT ON THE EDGE
 CP2593'OF A 10-FOOT CUT BANK.  THE AZIMUTH MARK AND REFERENCE MARKS
 CP2593'NO. 1 AND NO. 2 WERE DESTROYED PRIOR TO THIS DATE BY THE
 CP2593'EXCAVATION OF THE BANK ALONG THE ROAD.  SINCE THE STATION
 CP2593'WAS IN DANGER OF BEIN DESTROYED, A NEW STATION HOPE 2 1957
 CP2593'WAS ESTABLISHED 58.231 METERS SOUTHEAST OF THE STATION AND
 CP2593'ON LINE WITH THE STATION AND THE VIRGINIA-CAROLINA CHEMICAL
 CP2593'CO. WATER TANK IN JACKSON.
 CP2593'
 CP2593'THE STATION MARK WAS LEFT AS FOUND, 35.5 FEET NORTH-NORTHWEST
 CP2593'OF A POWER POLE, 49 FEET EAST-NORTHEAST OF THE CENTER OF
 CP2593'LIVINGSTON ROAD, 1 FOOT EAST OF THE EDGE OF THE 10-FOOT CUT
 CP2593'BANK AND AT THE WEST EDGE OF A CULTIVATED FIELD.  IT IS
 CP2593'A STANDAR DISK, STAMPED HOPE 1945, SET IN THE TOP OF A MASS
 CP2593'OF CONCRETE 12 INCHES BELOW THE SURFACE OF THE GROUND.
 CP2593'
 CP2593'SEE DESCRIPTION HOPE 2 1957.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1774 ***********************************************************************
 DJ1774  DESIGNATION -  HOPE
 DJ1774  PID         -  DJ1774
 DJ1774  STATE/COUNTY-  MS/ATTALA
 DJ1774  USGS QUAD   -  JOSEPH (1989)
 DJ1774
 DJ1774                         *CURRENT SURVEY CONTROL
 DJ1774  ___________________________________________________________________
 DJ1774* NAD 83(1993)-  33 00 00.22032(N)    089 44 33.40617(W)     ADJUSTED  
 DJ1774* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 DJ1774  ___________________________________________________________________
 DJ1774  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DJ1774  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DJ1774  HORZ ORDER  -  SECOND
 DJ1774
 DJ1774.The horizontal coordinates were established by classical geodetic methods
 DJ1774.and adjusted by the National Geodetic Survey in May 1994.
 DJ1774
 DJ1774.The orthometric height was scaled from a topographic map.
 DJ1774
 DJ1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1774
 DJ1774.The geoid height was determined by GEOID03.
 DJ1774
 DJ1774;                    North         East     Units Scale Factor Converg.
 DJ1774;SPC MS E     -   388,413.394   215,027.753   MT  1.00003899   -0 29 42.9
 DJ1774;SPC MS E     - 1,274,319.61    705,470.22   sFT  1.00003899   -0 29 42.9
 DJ1774;SPC MS W     -   388,201.142   755,202.333   MT  0.99998756   +0 19 18.3
 DJ1774;SPC MS W     - 1,273,623.25  2,477,692.99   sFT  0.99998756   +0 19 18.3
 DJ1774;UTM  16      - 3,654,635.491   243,756.606   MT  1.00040967   -1 29 40.4
 DJ1774
 DJ1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1774!SPC MS E     -   0.99998605  x   1.00003899  =   1.00002504
 DJ1774!SPC MS W     -   0.99998605  x   0.99998756  =   0.99997361
 DJ1774!UTM  16      -   0.99998605  x   1.00040967  =   1.00039571
 DJ1774
 DJ1774|---------------------------------------------------------------------|
 DJ1774| PID    Reference Object                     Distance      Geod. Az  |
 DJ1774|                                                           dddmmss.s |
 DJ1774| CG2047 HOPE RM 1                            17.446 METERS 18824     |
 DJ1774| CG2046 HOPE AZ MK                                         1964517.7 |
 DJ1774| CO1443 SALLIS LOOKOUT TOWER                APPROX. 8.6 KM 2483142.2 |
 DJ1774| CG2048 HOPE RM 2                            16.108 METERS 27928     |
 DJ1774|---------------------------------------------------------------------|
 DJ1774
 DJ1774                          SUPERSEDED SURVEY CONTROL
 DJ1774
 DJ1774  NAD 83(1986)-  33 00 00.23207(N)    089 44 33.40332(W) AD(       ) 2
 DJ1774  NAD 27      -  32 59 59.76410(N)    089 44 33.10980(W) AD(       ) 2
 DJ1774
 DJ1774.Superseded values are not recommended for survey control.
 DJ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1774.See file dsdata.txt to determine how the superseded data were derived.
 DJ1774
 DJ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB4375754635(NAD 83)
 DJ1774_MARKER: DD = SURVEY DISK
 DJ1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1774_SP_SET: SQUARE CONCRETE MONUMENT
 DJ1774_STAMPING: HOPE 1958
 DJ1774_MARK LOGO: CGS   
 DJ1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1774+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1988
 DJ1774
 DJ1774  HISTORY     - Date     Condition        Report By
 DJ1774  HISTORY     - 1958     MONUMENTED       CGS
 DJ1774  HISTORY     - 1958     GOOD             CGS
 DJ1774  HISTORY     - 19880816 GOOD             MSHD
 DJ1774
 DJ1774                          STATION DESCRIPTION
 DJ1774
 DJ1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 DJ1774'STATION IS LOCATED APPROXIMATELY 9.8 MILES AIRLINE SOUTHWEST OF
 DJ1774'KOSCIUSKO, 9.8 MILES EAST-NORTHEAST OF GOODMAN AND 2 MILES
 DJ1774'SOUTHEAST OF SALLIS, IN THE SOUTHWEST ANGLE OF A T-ROAD
 DJ1774'INTERSECTION, IN THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF
 DJ1774'SECTION 12, T 13 N, R 5 E AND ON LAND OWNED BY MR. JOHN HENRY
 DJ1774'SALIS.
 DJ1774'
 DJ1774'STATION IS REACHED FROM THE INTERSECTION IN THE CENTER OF THE
 DJ1774'SALLIS BUSINESS DISTRICT BY CROSSING RAILROAD TRACKS AND GOING
 DJ1774'SOUTH ON STATE HIGHWAY 429 FOR 1.1 MILES TO A SIDE ROAD LEFT,
 DJ1774'TURN LEFT AND GO SOUTHEASTERLY AND EAST ON GRAVEL ROAD 1.6 TO A
 DJ1774'NARROW DIRT ROAD LEFT, TURN LEFT FOR 0.05 TO THE AZIMUTH MARK
 DJ1774'ON THE LEFT AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 DJ1774'CONTINUE 0.15 MILE TO AN UNPAINTED HOUSE ON THE RIGHT, CONTINUE
 DJ1774'0.1 MILE TO THE T-ROAD INTERSECTION AND THE STATION ON THE
 DJ1774'LEFT.
 DJ1774'
 DJ1774'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE
 DJ1774'CONCRETE POSTS.
 DJ1774'
 DJ1774'STATION DISKS ARE STAMPED HOPE 1958 AND THE SURFACE MARK
 DJ1774'PROJECTS 6 INCHES.  IT IS 40 FEET EAST OF A 12 INCH LONE PINE
 DJ1774'TREE, 37 FEET WEST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD AND
 DJ1774'20 FEET SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD.  A 4 IN X
 DJ1774'4 IN WHITE WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 DJ1774'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 DJ1774'INCHES BELOW THE GROUND SURFACE.
 DJ1774'
 DJ1774'REFERENCE MARK 1 IS STAMPED HOPE NO 1 1958 AND PROJECTS 4 INCHES.
 DJ1774'IT IS 75 FEET SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD,
 DJ1774'68 FEET SOUTHEAST OF THE LONE PINE TREE AND 18 FEET WEST OF THE
 DJ1774'CENTER OF THE NORTH-SOUTH DIRT ROAD.
 DJ1774'
 DJ1774'REFERENCE MARK 2 IS STAMPED HOPE NO 2 1958 AND PROJECTS 2 INCHES.
 DJ1774'IT IS 89 FEET WEST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 24
 DJ1774'FEET SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD AND 15.5
 DJ1774'FEET WEST-NORTHWEST OF THE LONE PINE TREE.
 DJ1774'
 DJ1774'AZIMUTH MARK IS STAMPED HOPE 1958 AND PROJECTS 6 INCHES.  IT IS
 DJ1774'15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CULTIVATED FIELD,
 DJ1774'14 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD AND 10
 DJ1774'FEET EAST OF THE CENTER OF A NORTH-SOUTH FIELD ROAD.  A 4 IN
 DJ1774'X 4 IN WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 DJ1774'
 DJ1774'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DJ1774
 DJ1774                          STATION RECOVERY (1958)
 DJ1774
 DJ1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DJ1774'RECOVERED IN GOOD CONDITION.
 DJ1774
 DJ1774                          STATION RECOVERY (1988)
 DJ1774
 DJ1774'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 DJ1774'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A
 DJ1774'SMALL AMOUNT OF CLEARING NEAR THE STATION WILL BE REQUIRED FOR THE
 DJ1774'AZIMUTH TO BE VISIBLE.
 DJ1774'TO REACH FROM THE CROSSROADS JUST EAST OF THE POST OFFICE IN SALLIS GO
 DJ1774'SOUTH ON STATE HIGHWAY 429 FOR 1.77 KM (1.10 MI) TO A SIDE ROAD LEFT,
 DJ1774'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 2.82 KM (1.75 MI) TO A SIDE
 DJ1774'ROAD LEFT, TURN LEFT AND GO NORTH ON A NARROW GRAVEL ROAD FOR 0.16 KM
 DJ1774'(0.10 MI) TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON A GRAVEL
 DJ1774'ROAD FOR 0.32 KM (0.20 MI) TO A FORK AND THE MARK ON THE LEFT.
 DJ1774'STATION IS A STANDARD DISK, STAMPED---HOPE 1958---SET IN THE TOP OF A
 DJ1774'SQUARE CONCRETE POST PROJECTING 0.16 M (0.5 FT).  IT IS 10.67 M
 DJ1774'(35.0 FT) WEST OF THE CENTER OF A FORK, 6.1 M (20.0 FT) WEST NORTHWEST
 DJ1774'OF A FENCE CORNER, 5.18 M (17.0 FT) SOUTH OF THE CENTER OF A GRAVEL
 DJ1774'ROAD, 3.35 M (11.0 FT) WEST OF A TELEPHONE CABLE PEDISTAL AND 0.3 M
 DJ1774'(1.0 FT) WEST OF A METAL WITNESS POST.
 DJ1774'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---HOPE
 DJ1774'NO 1 1958---SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 0.1 M
 DJ1774'(0.3 FT).  IT IS 39.62 M (130.0 FT) NORTH OF A LONE 12 INCH PINE,
 DJ1774'13.56 M (44.5 FT) SOUTH OF A FENCE CORNER, 5.49 M (18.0 FT) WEST OF
 DJ1774'THE CENTER OF A GRAVEL ROAD, 0.3 M (1.0 FT) EAST OF A FENCE AND 0.3 M
 DJ1774'(1.0 FT) NORTH OF A CARSONITE WITNESS POST. (NOTE) 0.3 M (1.0 FT) IS
 DJ1774'EXPOSED ON THE EAST SIDE OF THIS MARK.
 DJ1774'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK, STAMPED---HOPE
 DJ1774'NO 2 1958---SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.05 M
 DJ1774'(0.2 FT).  IT IS 7.01 M (23.0 FT) SOUTH OF THE CENTER OF A GRAVEL
 DJ1774'ROAD, 3.96 M (13.0 FT) NORTH OF THE CENTER OF AN ABANDONED ROAD, 3.81
 DJ1774'M (12.5 FT) WEST OF A 7 INCH HICKORY, 2.9 M (9.5 FT) SOUTH OF A FENCE
 DJ1774'AND 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST.
 DJ1774'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOPE 1958---SET IN THE
 DJ1774'TOP OF A SQUARE CONCRETE POST PROJECTING 0.16 M (0.5 FT).  IT IS 24.38
 DJ1774'M (80.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 18.29 M (60.0 FT)
 DJ1774'NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 13.72 M (45.0 FT) EAST
 DJ1774'OF A POLE WITH A LAMP, 3.96 M (13.0 FT) WST OF THE CENTER OF A
 DJ1774'DRIVEWAY, 0.61 M (2.0 FT) NORTHEAST OF A TRIPPLE OAK, AND 0.3 M
 DJ1774'(1.0 FT) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1856 ***********************************************************************
 DJ1856  DESIGNATION -  HOPE
 DJ1856  PID         -  DJ1856
 DJ1856  STATE/COUNTY-  MS/LOWNDES
 DJ1856  USGS QUAD   -  NEW HOPE (1987)
 DJ1856
 DJ1856                         *CURRENT SURVEY CONTROL
 DJ1856  ___________________________________________________________________
 DJ1856* NAD 83(1993)-  33 27 34.95365(N)    088 19 35.95700(W)     ADJUSTED  
 DJ1856* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 DJ1856  ___________________________________________________________________
 DJ1856  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DJ1856  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DJ1856  HORZ ORDER  -  THIRD
 DJ1856
 DJ1856.The horizontal coordinates were established by classical geodetic methods
 DJ1856.and adjusted by the National Geodetic Survey in May 1994.
 DJ1856
 DJ1856.The orthometric height was scaled from a topographic map.
 DJ1856
 DJ1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1856
 DJ1856.The geoid height was determined by GEOID03.
 DJ1856
 DJ1856;                    North         East     Units Scale Factor Converg.
 DJ1856;SPC MS E     -   439,137.343   347,101.553   MT  0.99997734   +0 16 45.7
 DJ1856;SPC MS E     - 1,440,736.43  1,138,782.35   sFT  0.99997734   +0 16 45.7
 DJ1856;SPC AL W     -   383,900.432   523,153.643   MT  1.00000611   -0 27 20.9
 DJ1856;UTM  16      - 3,703,039.298   376,711.768   MT  0.99978740   -0 43 53.6
 DJ1856
 DJ1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1856!SPC MS E     -   0.99998969  x   0.99997734  =   0.99996703
 DJ1856!SPC AL W     -   0.99998969  x   1.00000611  =   0.99999580
 DJ1856!UTM  16      -   0.99998969  x   0.99978740  =   0.99977710
 DJ1856
 DJ1856|---------------------------------------------------------------------|
 DJ1856| PID    Reference Object                     Distance      Geod. Az  |
 DJ1856|                                                           dddmmss.s |
 DJ1856| CG2044 HOPE RM 1                            23.649 METERS 00756     |
 DJ1856| CG2043 HOPE AZ MK                                         2065935.8 |
 DJ1856| DJ1855 TRAVERSE PT M 2 126 USE 1955          7.889 METERS 25910     |
 DJ1856| CG2045 HOPE RM 3                            31.287 METERS 27838     |
 DJ1856|---------------------------------------------------------------------|
 DJ1856
 DJ1856                          SUPERSEDED SURVEY CONTROL
 DJ1856
 DJ1856  NAD 83(1993)-  33 27 34.95559(N)    088 19 35.95650(W) AD(       ) 3
 DJ1856  NAD 83(1986)-  33 27 34.96054(N)    088 19 35.95801(W) AD(       ) 3
 DJ1856  NAD 27      -  33 27 34.53400(N)    088 19 35.82400(W) AD(       ) 3
 DJ1856
 DJ1856.Superseded values are not recommended for survey control.
 DJ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1856.See file dsdata.txt to determine how the superseded data were derived.
 DJ1856
 DJ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC7671203039(NAD 83)
 DJ1856_MARKER: DS = TRIANGULATION STATION DISK
 DJ1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ1856+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2005
 DJ1856
 DJ1856  HISTORY     - Date     Condition        Report By
 DJ1856  HISTORY     - 1955     MONUMENTED       CGS
 DJ1856  HISTORY     - 1960     GOOD             CGS
 DJ1856  HISTORY     - 1963     GOOD             MSHD
 DJ1856  HISTORY     - 1975     GOOD             NGS
 DJ1856  HISTORY     - 1975     GOOD             MSSU
 DJ1856  HISTORY     - 19820301 GOOD             MSSU
 DJ1856  HISTORY     - 1983     GOOD             MSSU
 DJ1856  HISTORY     - 1988     GOOD             MSU
 DJ1856  HISTORY     - 20051120 GOOD             MSSU
 DJ1856
 DJ1856                          STATION DESCRIPTION
 DJ1856
 DJ1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1856'STATION IS LOCATED IN THE YARD OF THE NEW HOPE METHODIST CHURCH
 DJ1856'GROUNDS ABOUT 6 MILES SOUTHEAST OF COLUMBUS.  IT IS 78 FEET EAST
 DJ1856'OF THE INTERSECTION OF A GRAVEL T ROAD, 58 FEET SOUTHWEST OF THE
 DJ1856'SOUTHWEST CORNER OF THE FRAME CHURCH BUILDING AND 58 FEET
 DJ1856'NORTHWEST OF A 36 INCH PINE TREE.  THE MARK IS FLUSH AND THE DISK
 DJ1856'IS STAMPED HOPE 1955.
 DJ1856'
 DJ1856'REFERENCE MARK NO. 1 IS FLUSH IN A DRILL HOLE IN THE FIRST
 DJ1856'CONCRETE STEP OF THE MAIN ENTRANCE TO THE NEW HOPE METHODIST
 DJ1856'CHURCH AND THE DISK IS STAMPED HOPE NO 1 1955.
 DJ1856'
 DJ1856'M 2 - 126 (USED) WAS USED AS A REFERENCE MARK.  IT IS A 12 X 12
 DJ1856'INCH CONCRETE POST THAT PROJECTS 6 INCHES WITH A STANDARD U.S.
 DJ1856'ENGINEERS DEPARTMENT DISK IN THE TOP STAMPED TRA PT M 2-126 1937.
 DJ1856'IT IS 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME
 DJ1856'CHURCH BUILDING AND 52 FEET EAST OF THE GRAVEL T-ROAD
 DJ1856'INTERSECTION.
 DJ1856'
 DJ1856'AZIMUTH MARK IS 13 FEET NORTH OF THE CENTER OF A DIRT ROAD, 3
 DJ1856'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 DJ1856'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOPE 1955.
 DJ1856'
 DJ1856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DJ1856'STATE HIGHWAY 69 ABOUT 2.0 MILES EAST OF COLUMBUS, GO EAST ON
 DJ1856'HIGHWAY 82 FOR 3.45 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO
 DJ1856'SOUTH ON GRAVEL ROAD FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND
 DJ1856'GO SOUTH ON GRAVEL ROAD FOR 2.0 MILES TO A GRAVEL T-ROAD AND THE
 DJ1856'NEW HOPE METHODIST CHURCH AND THE STATION AS DESCRIBED.
 DJ1856'
 DJ1856'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 DJ1856'GRAVEL ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 DJ1856'GO WEST ON DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT AS
 DJ1856'DESCRIBED.
 DJ1856'
 DJ1856'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1856
 DJ1856                          STATION RECOVERY (1960)
 DJ1856
 DJ1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DJ1856'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 DJ1856'FOLLOWS-
 DJ1856'
 DJ1856'STATION IS LOCATED IN THE YARD OF THE NEW HOPE METHODIST CHURCH,
 DJ1856'ABOUT 6 MILES SOUTHEAST OF COLUMBUS.  IT IS 58 FEET SOUTHWEST OF
 DJ1856'THE SOUTHWEST CORNER OF THE FRAME CHURCH BUILDING, 58 FEET
 DJ1856'NORTHWEST OF A 36-INCH TREE STUMP, AND 28 FEET EAST OF THE CENTER
 DJ1856'LINE OF A PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DJ1856'HOPE 1955.
 DJ1856'
 DJ1856'REFERENCE MARK NO. 1 IS FLUSH IN A DRILL HOLE IN THE FIRST
 DJ1856'CONCRETE STEP OF THE MAIN ENTRANCE TO THE NEW HOPE METHODIST
 DJ1856'CHURCH AND THE DISK IS STAMPED HOPE NO 1 1955.
 DJ1856'
 DJ1856'REFERENCE MARK M 2 - 126 (USED) HAS BEEN MOVED TO ALLOW FOR
 DJ1856'WIDENING OF THE ROAD.  IT IS 66 FEET SOUTHWEST OF THE SOUTHWEST
 DJ1856'CORNER OF THE CHURCH BUILDING, 16 FEET EAST OF THE CENTER LINE OF
 DJ1856'A PAVED ROAD, AND 11.51 FEET WEST OF THE STATION.  IT IS A
 DJ1856'12 X 12 CONCRETE POST WITH A STANDARD U.S. ENGINEERS DEPARTMENT
 DJ1856'DISK IN THE TOP, STAMPED TRA PT M 2-126 1937.  SEVERAL FEET
 DJ1856'OF THE WEST SIDE OF THE POST ARE EXPOSED BECAUSE OF A CUT IN
 DJ1856'THE GROUND FOR THE ROAD.  THE MONUMENT STILL SEEMS TO BE SOLID
 DJ1856'IN THE GROUND, HOWEVER.
 DJ1856'
 DJ1856'THE AZIMUTH MARK IS ABOUT 30 FEET EAST OF A BEND IN A DIRT ROAD,
 DJ1856'13 FEET NORTH OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT SOUTH
 DJ1856'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DJ1856'HOPE 1955.
 DJ1856'
 DJ1856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DJ1856'HIGHWAY 69 ABOUT 2.0 MILES EAST OF COLUMBUS, GO EAST ON HIGHWAY 82
 DJ1856'FOR 3.45 MILES TO A PAVED CROSSROAD, TURN RIGHT AND GO SOUTH ON PAVED
 DJ1856'ROAD FOR 0.6 MILE TO A FORK, CONTINUE RIGHT ON PAVED ROAD AND
 DJ1856'PROCEED SOUTH FOR 2.0 MILES TO A DIRT T-ROAD LEADING WEST AND
 DJ1856'THE NEW HOPE METHODIST CHURCH ON THE LEFT AND THE STATION AS
 DJ1856'DESCRIBED.
 DJ1856'
 DJ1856'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON PAVED
 DJ1856'ROAD FOR 0.2 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO
 DJ1856'WEST ON DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DJ1856'AS DESCRIBED.
 DJ1856
 DJ1856                          STATION RECOVERY (1963)
 DJ1856
 DJ1856'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ1856'THE STATION WAS VISITED 3-20-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ1856'CONDITION.  THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ1856'
 DJ1856'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND 1.0
 DJ1856'FOOT SOUTH OF THE AZIMUTH MARK.
 DJ1856
 DJ1856                          STATION RECOVERY (1975)
 DJ1856
 DJ1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DJ1856'THE STATION WAS VISITED 5-22-75 AND THE STATION MARK, REFERENCE MARK
 DJ1856'NO 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DJ1856'REFERENCE MARK M 2-126 (USED) WAS FOUND OUT OF THE GROUND AND THE
 DJ1856'DISK WAS RECLAIMED.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED
 DJ1856'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DJ1856'
 DJ1856'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF COLUMBUS IN THE
 DJ1856'LAWN OF THE NEW HOPE METHODIST CHURCH.
 DJ1856'
 DJ1856'TO REACH FROM THE POST OFFICE IN COLUMBUS GO EAST ON U.S. HIGHWAY 82
 DJ1856'FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY 69, CONTINUE EAST ON
 DJ1856'U.S. HIGHWAY 82 FOR 3.55 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 DJ1856'SOUTH ON A PAVED ROAD FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK
 DJ1856'FOR 0.75 MILE TO A FORK, TAKE THE RIGHT FORK FOR 2.0 MILES TO NEW
 DJ1856'HOPE CHURCH AND THE STATION ON THE RIGHT.
 DJ1856'
 DJ1856'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 DJ1856'HOPE 1955 SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 DJ1856'GROUND.  IT IS 81.5 FEET NORTHEAST OF A POWER POLE, 52 FEET
 DJ1856'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH WING OF THE CHURCH,
 DJ1856'35.5 FEET NORTH OF A FIRE HYDRANT, 38 FEET EAST OF THE CENTER OF
 DJ1856'A PAVED ROAD, AND 1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS
 DJ1856'POST AND SIGN.
 DJ1856'
 DJ1856'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED HOPE
 DJ1856'NO 1 1955 SET IN A DRILL HOLE IN THE NORTH END OF THE BOTTOM
 DJ1856'CONCRETE STEP OF CHURCH, 65 FEET EAST OF THE CENTER OF A PAVED ROAD
 DJ1856'AND 7.7 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE WEST
 DJ1856'WING OF THE CHURCH.
 DJ1856'
 DJ1856'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED HOPE
 DJ1856'1955 NO 3 1975 SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 DJ1856'THE GROUND.  IT IS 110.5 FEET NORTH-NORTHWEST OF A POWER POLE, 61
 DJ1856'FEET WEST OF THE CENTER OF A PAVED ROAD, 60 FEET SOUTH-SOUTHEAST OF
 DJ1856'THE SOUTHEAST CORNER OF PORCH OF HOUSE, 53 FEET NORTH OF THE
 DJ1856'CENTER OF A GRAVEL ROAD, 5 FEET EAST OF A TELEPHONE CABLE JUNCTION
 DJ1856'BOX AND 4 FEET NORTH OF A 12 INCH GUM TREE.
 DJ1856'
 DJ1856'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND NO 3 IS 127.904
 DJ1856'FEET.  (38.985 METERS)
 DJ1856'
 DJ1856'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HOPE 1955
 DJ1856'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND, AND
 DJ1856'1 FOOT BELOW THE LEVEL OF A GRAVEL ROAD.  IT IS ABOUT 300 FEET
 DJ1856'NORTHEAST OF A WHITE FRAME HOUSE, 225 FEET NORTH-NORTHEAST OF A
 DJ1856'POWER POLE WITH TRANSFORMER, 120 FEET SOUTHEAST OF THE EAST END OF A
 DJ1856'METAL CULVERT UNDER FIELD ROAD, 13 FEET NORTH OF THE CENTER OF THE
 DJ1856'GRAVEL ROAD AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 DJ1856'
 DJ1856'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON A PAVED
 DJ1856'ROAD FOR 0.15 MILE TO A GRAVEL SIDE ROAD ON THE RIGHT, TURN RIGHT
 DJ1856'AND GO WEST ON A GRAVEL ROAD FOR 0.25 MILE TO MARK ON RIGHT AT EAST
 DJ1856'END OF CURVE IN ROAD.
 DJ1856
 DJ1856                          STATION RECOVERY (1975)
 DJ1856
 DJ1856'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1975 (RH)
 DJ1856'HOPE 1955 RECOVERED GOOD.
 DJ1856'
 DJ1856'HOPE NO 1 1955 RECOVERED GOOD.
 DJ1856'
 DJ1856'1937 TRA. PI. M2-126 (USE) DESTROYED-UPROOTED, 136 FEET ESE OF
 DJ1856'STATION MARK.
 DJ1856'
 DJ1856'HOPE 1955 (AZ) RECOVERED GOOD - NEW DESCRIPTION BELOW.
 DJ1856'
 DJ1856'13 FEET NNW OF AND 1.5 FEET LOWER THAN CENTERLINE OF GRAVEL ROAD,
 DJ1856'NEAR EAST END OF 60 DEG ANGLE IN ROAD, 120 FEET SE OF EAST END OF
 DJ1856'METAL CULVERT UNDER ABANDONED ROAD, 225 FEET NNE OF A POWER POLE
 DJ1856'AND APPROX. 300 FEET NE OF A WHITE FRAME HOUSE.
 DJ1856'
 DJ1856'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. ESE OF COLUMBUS.
 DJ1856
 DJ1856                          STATION RECOVERY (1982)
 DJ1856
 DJ1856'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DJ1856'RECOVERED IN GOOD CONDITION.
 DJ1856
 DJ1856                          STATION RECOVERY (1983)
 DJ1856
 DJ1856'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (MB)
 DJ1856'ALL MARKS FOUND IN GOOD CONDITION.
 DJ1856
 DJ1856                          STATION RECOVERY (1988)
 DJ1856
 DJ1856'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (AB)
 DJ1856'RECOVERED IN GOOD CONDITION.
 DJ1856
 DJ1856                          STATION RECOVERY (2005)
 DJ1856
 DJ1856'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (RW)
 DJ1856'RECOVERED AS DESCRIBED
 DJ1856'DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2592 ***********************************************************************
 CP2592  DESIGNATION -  HOPE 2
 CP2592  PID         -  CP2592
 CP2592  STATE/COUNTY-  MS/HINDS
 CP2592  USGS QUAD   -  JACKSON (1998)
 CP2592
 CP2592                         *CURRENT SURVEY CONTROL
 CP2592  ___________________________________________________________________
 CP2592* NAD 83(1993)-  32 22 06.58917(N)    090 12 02.86354(W)     ADJUSTED  
 CP2592* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CP2592  ___________________________________________________________________
 CP2592  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CP2592  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CP2592  HORZ ORDER  -  SECOND
 CP2592
 CP2592.The horizontal coordinates were established by classical geodetic methods
 CP2592.and adjusted by the National Geodetic Survey in May 1994.
 CP2592
 CP2592.The orthometric height was scaled from a topographic map.
 CP2592
 CP2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2592
 CP2592.The geoid height was determined by GEOID03.
 CP2592
 CP2592;                    North         East     Units Scale Factor Converg.
 CP2592;SPC MS W     -   318,017.627   712,472.956   MT  0.99995192   +0 04 15.4
 CP2592;SPC MS W     - 1,043,362.83  2,337,505.02   sFT  0.99995192   +0 04 15.4
 CP2592;UTM  15      - 3,584,728.094   763,381.966   MT  1.00045553   +1 29 58.0
 CP2592
 CP2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2592!SPC MS W     -   0.99998641  x   0.99995192  =   0.99993834
 CP2592!UTM  15      -   0.99998641  x   1.00045553  =   1.00044194
 CP2592
 CP2592|---------------------------------------------------------------------|
 CP2592| PID    Reference Object                     Distance      Geod. Az  |
 CP2592|                                                           dddmmss.s |
 CP2592| CY4701 HOPE 2 RM 3                          38.816 METERS 09739     |
 CP2592| CP2601 JACKSON MUNICIPAL TANK NORTH        APPROX. 5.5 KM 1551546.3 |
 CP2592| CP2596 JACKSON VA CAR CHEMICAL CO TK       APPROX. 3.6 KM 1562025.5 |
 CP2592| CY4702 HOPE 2 RM 4                          38.399 METERS 16651     |
 CP2592| CP2587 JACKSON MUNICIPAL TANK WEST         APPROX. 5.8 KM 1993549.5 |
 CP2592| CP2590 JACKSON RAD RNG CENTER ANTENNA      APPROX. 1.4 KM 2850809.1 |
 CP2592| CP2593 HOPE                                 58.230 METERS 33620     |
 CP2592|---------------------------------------------------------------------|
 CP2592
 CP2592                          SUPERSEDED SURVEY CONTROL
 CP2592
 CP2592  NAD 83(1986)-  32 22 06.60363(N)    090 12 02.85888(W) AD(       ) 2
 CP2592  NAD 27      -  32 22 06.08200(N)    090 12 02.54000(W) AD(       ) 2
 CP2592
 CP2592.Superseded values are not recommended for survey control.
 CP2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2592.See file dsdata.txt to determine how the superseded data were derived.
 CP2592
 CP2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6338284728(NAD 83)
 CP2592_MARKER: DS = TRIANGULATION STATION DISK
 CP2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2592
 CP2592  HISTORY     - Date     Condition        Report By
 CP2592  HISTORY     - 1957     MONUMENTED       CGS
 CP2592  HISTORY     - 1959     GOOD             CGS
 CP2592  HISTORY     - 1961     GOOD             MSHD
 CP2592  HISTORY     - 1977     GOOD             MSHD
 CP2592
 CP2592                          STATION DESCRIPTION
 CP2592
 CP2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2592'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF JACKSON
 CP2592'ON THE EAST SIDE OF LIVINGSTON ROAD, ON THE PROPERTY OWNED
 CP2592'BY THE HINDS COUNTY SCHOOL BOARD AND LEASED BY THE CAPITAL
 CP2592'GUN CLUB, ACROSS THE ROAD FROM THE RACE TRACK, 0.9 MILE NORTH
 CP2592'OF NORTHSIDE DRIVE AND 690 FEET SOUTH OF A CROSS ROAD.  IT
 CP2592'IS 320 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2592'CLUB HOUSE OF THE CAPITOL GUN CLUB, 28 FEET NORTHEAST OF
 CP2592'THE PROJECTED PLANE OF THE SOUTHWEST WALL OF THE CLUB HOUSE,
 CP2592'116 FEET NORTHEAST OF THE CENTER OF LIVINGSTON ROAD, 226
 CP2592'FEET WEST-SOUTHWEST OF THE WEST SIDE OF A SMALL LAKE, 158
 CP2592'FEET SOUTHEAST OF A POWER POLE, AND 126 FEET WEST OF THE
 CP2592'NORTHWEST CORNER OF THE NORTH ONE OF FIVE SKEET TRAPS, IT
 CP2592'IS A STANDARD DISK, STAMPED HOPE 2 1957, PROJECTING 3
 CP2592'INCHES.
 CP2592'
 CP2592'REFERENCE MARK NO. 3 IS 127.35 FEET EAST OF THE STATION,
 CP2592'2 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE NORTH ONE
 CP2592'OF FIVE SKEET TRAPS, 40 FEET EAST-NORTHEAST OF A TRACK ROAD,
 CP2592'107 FEET WEST OF THE WEST EDGE OF A SMALL LAKE, AND 266
 CP2592'FEET NORTH OF THE NORTHEAST CORNER OF THE CLUB HOUSE.  IT
 CP2592'IS A STANDARD DISK, STAMPED HOPE 2 1957 NO 3, PROJECTING
 CP2592'3 INCHES.
 CP2592'
 CP2592'REFERENCE MARK NO. 4 IS 125.98 FEET SOUTH OF THE STATION,
 CP2592'197 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP2592'CLUB HOUSE AND ON THE PROJECTED PLANE OF THE SOUTHWEST WALL
 CP2592'OF THE CLUB HOUSE, 171 FEET NORTH-NORTHEAST OF A POWER POLE
 CP2592'SUPPORTING THE WIRES LEADING TO THE CLUB HOUSE, AND 147
 CP2592'FEET WEST OF THE CENTER OF LIVINGSTON ROAD.  IT IS A STANDARD
 CP2592'DISK, STAMPED HOPE 2 NO 4 1957, PROJECTING 2 INCHES.
 CP2592'
 CP2592'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, HOWEVER
 CP2592'JACKSON, MUNICIPAL WATER TANK (NORTH), JACKSON, MUNICIPAL
 CP2592'WATER TANK (WEST), AND JACKSON, VIRGINIA-CAROLINA CHEMICAL
 CP2592'CO. WATER TANK CAN BE USED AS AZIMUTHS FOR THE STATION,
 CP2592'ALL OF WHICH ARE VISIBLE FROM THE GROUND.
 CP2592'
 CP2592'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN JACKSON,
 CP2592'GO NORTH OF N. STATE STREET FOR 2.0 MILES TO WOODROW WILSON
 CP2592'AVE, TURN LEFT ON WOODROW WILSON AVE. AND GO WEST FOR 1.3
 CP2592'MILES TO LIVINGSTON ROAD, TURN RIGHT AND GO NORTH ON LIVINGSTON
 CP2592'ROAD FOR 1.0 TO THE RAILROAD TRACKS, CONTINUE NORTH ON LIVINGSTON
 CP2592'ROAD FOR 1.1 MILE TO NORTHSIDE DRIVE, CONTINUE NORTH FOR
 CP2592'0.9 MILE TO THE RACETRACK ON THE LEFT AND THE CAPITOL GUN
 CP2592'CLUB AND THE STATION ON THE RIGHT.
 CP2592
 CP2592                          STATION RECOVERY (1959)
 CP2592
 CP2592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CRR)
 CP2592'THE STATION WAS VISITED 4-23-59 AND ALL THE MARKS WERE FOUND
 CP2592'IN GOOD CONDITION.
 CP2592'
 CP2592'THE ENTIRE SECTION OF LAND IN WHICH THE STATION IS LOCATED
 CP2592'HAS BEEN FENCED IN AND THE SOUTHERN HALF OF THE SECTION
 CP2592'HAS BEEN FLOODED.  THE AREA NEAR THE STATION IS ON RELATIVELY
 CP2592'HIGH GROUND AND IT IS NOT EXPECTED THAT IT WILL BECOME SUBMERGED.
 CP2592'THE BUILDING NEAR THE STATION (CAPITOL GUM CLUB) HAVE BEEN
 CP2592'TORN DOWN.  THE 1957 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 CP2592'CHANGES IN THE DESCRIPTION TO REACH THE STATION.
 CP2592'
 CP2592'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING IN JACKSON,
 CP2592'GO NORTH ON U.S. HIGHWAYS 49 AND 51 FOR 2.0 MILES TO WHERE
 CP2592'U.S. HIGHWAY 49 TURNS LEFT, TURN LEFT AND GO WEST FOR 1.3
 CP2592'MILE ON WOODROW WILSON DRIVE, TO WHERE U.S. HIGHWAY 49 BEARS
 CP2592'NORTHWEST, AT THE INTERSECTION WITH LIVINGSTON ROAD, TURN
 CP2592'RIGHT AND GO NORTH ON LIVINGSTON ROAD FOR 2.1 MILES TO NORTH
 CP2592'SHORE DRIVE, TURN RIGHT ON NORTH SHORE DRIVE AND GO EAST
 CP2592'FOR 0.5 MILE, TO A CROSS STREET, TURN LEFT AND GO NORTH
 CP2592'FOR 1.0 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST
 CP2592'FOR 0.5 MILE TO A GATE ON THE LEFT, TURN LEFT AND PASS
 CP2592'THROUGH GATE AND GO SOUTH FOR ABOUT 0.15 MILE TO THE MARK ON
 CP2592'THE LEFT.
 CP2592'
 CP2592'NOTE--METAL WITNESS POST WERE SET BY THE STATION AND BOTH
 CP2592'REFERENCE MARKS.
 CP2592
 CP2592                          STATION RECOVERY (1961)
 CP2592
 CP2592'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2592'THE STATION WAS VISITED 10-9-61.  THE STATION, R.M. NO. 3
 CP2592'AND R.M. NO. 4 WERE FOUND IN GOOD CONDITION.  METAL WITNESS
 CP2592'POSTS WERE FOUND AT EACH MARK.  THE 1957 DESCRIPTION BY
 CP2592'R.A.G. IS ADEQUATE.
 CP2592
 CP2592                          STATION RECOVERY (1977)
 CP2592
 CP2592'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2592'THE STATION WAS VISITED 9-19-77 AND THE STATION MARK, RM NO 3 AND
 CP2592'RM NO 4 WERE FOUND IN GOOD CONDITION.
 CP2592'
 CP2592'THE STATION IS LOCATED 4.8 MILES NORTH-NORTHWEST OF THE CENTER OF
 CP2592'DOWNTOWN JACKSON IN THE NORTH CENTRAL SECTION OF THE GROUNDS OF LAKE
 CP2592'HICO ON THE EAST SIDE OF LIVINGSTON ROAD, 0.9 MILE SOUTH OF THE
 CP2592'CROSSING OF I-220 AND LIVINGSTON ROAD NEAR THE CENTER OF THE NORTH
 CP2592'SIDE OF SECTION 16, T 6N, R 1E.  IT IS 690 FEET SOUTH OF THE
 CP2592'CROSSING OF FOREST AVENUE AND LIVINGSTON ROAD, 158 FEET SOUTHEAST OF
 CP2592'A POWER POLE, 116 FEET EAST OF THE CENTER OF LIVINGSTON ROAD, 66
 CP2592'FEET EAST OF A ROW OF POWER POLES TO THE SOUTH, 1 FOOT EAST OF A
 CP2592'METAL WITNESS POST AND IS FLUSH WITH THE GROUND.  IT IS A
 CP2592'TRIANGULATION DISK, STAMPED HOPE 2 1957.
 CP2592'
 CP2592'REFERENCE MARK NO 3 IS 127.35 FEET EAST OF THE STATION.  IT IS 246
 CP2592'FEET EAST OF THE CENTER OF LIVINGSTON ROAD, 2 FEET WEST OF THE WEST
 CP2592'EDGE OF A CONCRETE SLAB, 1 FOOT NORTH OF A METAL WITNESS POST AND
 CP2592'PROJECTS 3 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED HOPE 2 NO
 CP2592'3 1957.
 CP2592'
 CP2592'REFERENCE MARK NO 4 IS 125.98 FEET SOUTH-SOUTHEAST OF THE STATION.
 CP2592'IT IS 171 FEET NORTHEAST OF A POWER POLE, 146 FEET EAST OF THE
 CP2592'CENTER OF LIVINGSTON ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 CP2592'PROJECTS 6 INCHES.  IT IS A REFERENCE MARK DISK, STAMPED HOPE 2
 CP2592'NO 4 1957.
 CP2592'
 CP2592'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING AT THE EAST END
 CP2592'OF CAPITOL STREET GO NORTH ON STATE STREET FOR 2 MILES TO THE
 CP2592'INTERSECTION OF WOODROW WILSON BLVD.  TURN LEFT AND GO WEST ON
 CP2592'WOODROW WILSON BLVD. FOR 1.05 MILES TO THE INTERSECTION OF BAILEY
 CP2592'AVENUE.  TURN RIGHT AND GO NORTH ON BAILEY AVENUE FOR 3.1 MILES
 CP2592'TO THE INTERSECTION OF FOREST AVENUE.  TURN LEFT AND GO WEST ON
 CP2592'FOREST AVENUE FOR 0.55 MILE TO LIVINGSTON ROAD ON THE RIGHT
 CP2592'AND A LOCKED GATE ON THE LEFT (KEY CAN BE OBTAINED FROM NELSON
 CP2592'VIRDEN WHO RESIDES ON COUNTY LINE ROAD).  TURN LEFT THROUGH
 CP2592'THE GATE AND GO SOUTH ON LIVINGSTON ROAD FOR 0.15 MILE TO THE
 CP2592'STATION ON THE LEFT.
 CP2592'
 CP2592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES
 CP2592'NORTH-NORTHWEST OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1531 ***********************************************************************
 EG1531  DESIGNATION -  HOPEWELL LOOKOUT TOWER
 EG1531  PID         -  EG1531
 EG1531  STATE/COUNTY-  MS/ITAWAMBA
 EG1531  USGS QUAD   -  BEXAR (1967)
 EG1531
 EG1531                         *CURRENT SURVEY CONTROL
 EG1531  ___________________________________________________________________
 EG1531* NAD 83(1993)-  34 09 28.90459(N)    088 14 58.91689(W)     ADJUSTED  
 EG1531* NAVD 88     -              **(meters)            **(feet)            
 EG1531  ___________________________________________________________________
 EG1531  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 EG1531  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG1531  HORZ ORDER  -  THIRD
 EG1531
 EG1531.The horizontal coordinates were established by classical geodetic methods
 EG1531.and adjusted by the National Geodetic Survey in May 1994.
 EG1531
 EG1531
 EG1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1531
 EG1531.The geoid height was determined by GEOID03.
 EG1531
 EG1531;                    North         East     Units Scale Factor Converg.
 EG1531;SPC MS E     -   516,629.429   353,816.524   MT  0.99998569   +0 19 39.7
 EG1531;SPC MS E     - 1,694,975.05  1,160,813.05   sFT  0.99998569   +0 19 39.7
 EG1531;SPC AL W     -   461,300.435   530,871.600   MT  0.99999222   -0 25 15.4
 EG1531;UTM  16      - 3,780,383.599   384,803.741   MT  0.99976358   -0 42 06.3
 EG1531
 EG1531                          SUPERSEDED SURVEY CONTROL
 EG1531
 EG1531  NAD 83(1993)-  34 09 28.90623(N)    088 14 58.91760(W) AD(       ) 4
 EG1531  NAD 83(1986)-  34 09 28.91264(N)    088 14 58.91474(W) AD(       ) 4
 EG1531  NAD 27      -  34 09 28.53100(N)    088 14 58.77400(W) AD(       ) 3
 EG1531
 EG1531.Superseded values are not recommended for survey control.
 EG1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1531.See file dsdata.txt to determine how the superseded data were derived.
 EG1531
 EG1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8480480384(NAD 83)
 EG1531_MARKER: 57 = LOOKOUT TOWER
 EG1531
 EG1531  HISTORY     - Date     Condition        Report By
 EG1531  HISTORY     - 1950     FIRST OBSERVED   CGS
 EG1531  HISTORY     - 1962     GOOD             MSHD
 EG1531  HISTORY     - 1978     GOOD             MSHD
 EG1531
 EG1531                          STATION DESCRIPTION
 EG1531
 EG1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1531'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF TREMONT, A SMALL
 EG1531'SETTLEMENT ON U S HIGHWAY
 EG1531'78 AND 3 MILES WEST OF THE ALABAMA-MISSISSIPPI STATE
 EG1531'LINE.
 EG1531'
 EG1531'IT IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED OBSERVATION
 EG1531'PLATFORM AT ITS TOP AND 110
 EG1531'FEET HIGH.
 EG1531'
 EG1531'THE POINT INTERSECTED WAS THE APEX OF THE OBSERVATION PLATFORM ROOF.
 EG1531
 EG1531                          STATION RECOVERY (1962)
 EG1531
 EG1531'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1531'THE STATION WAS VISITED 5 - 7 - 62 AND FOUND IN GOOD CONDITION, THE
 EG1531'1950 DESCRIPTION IS
 EG1531'ADEQUATE.
 EG1531
 EG1531                          STATION RECOVERY (1978)
 EG1531
 EG1531'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1531'THE STATION SITE WAS VISITED 9-13-78 AND WAS FOUND TO BE STANDING
 EG1531'AND IN GOOD CONDITION.
 EG1531'
 EG1531'THE STATION IS LOCATED 5.35 MILES SOUTH OF TREMONT, 3.3 MILES WEST
 EG1531'OF THE ALABAMA STATE LINE IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4
 EG1531'OF SECTION 4, T 11S, R 10E.  THE 1950 LOCAL DESCRIPTION WAS FOUND
 EG1531'TO BE CORRECT.
 EG1531'
 EG1531'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE HIGHWAY 23
 EG1531'AT THE EAST EDGE OF TREMONT GO SOUTH ON STATE HIGHWAY 23 FOR 4.15
 EG1531'MILES TO A SIDE ROAD LEFT (0.45 MILE BEYOND A CROSSROAD).  TURN
 EG1531'LEFT AND GO EAST ON A PAVED ROAD FOR 1 MILE TO A SIDE ROAD RIGHT.
 EG1531'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.65 MILES TO THE
 EG1531'ENTRANCE TO THE TOWER (0.45 MILE BEFORE REACHING A SIDE ROAD LEFT).
 EG1531'TURN RIGHT AND GO WEST ON A NARROW GRAVELED ROAD FOR 0.3 MILE
 EG1531'TO THE LOOKOUT TOWER AS DESCRIBED.
 EG1531'
 EG1531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.35 MILES SOUTH
 EG1531'OF TREMONT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2316 ***********************************************************************
 BH2316  DESIGNATION -  HORN
 BH2316  PID         -  BH2316
 BH2316  STATE/COUNTY-  MS/JACKSON
 BH2316  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2316
 BH2316                         *CURRENT SURVEY CONTROL
 BH2316  ___________________________________________________________________
 BH2316* NAD 83(1993)-  30 13 40.50071(N)    088 36 07.97655(W)     ADJUSTED  
 BH2316* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2316  ___________________________________________________________________
 BH2316  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BH2316  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH2316  HORZ ORDER  -  THIRD
 BH2316
 BH2316.The horizontal coordinates were established by classical geodetic methods
 BH2316.and adjusted by the National Geodetic Survey in May 1994.
 BH2316
 BH2316.The orthometric height was scaled from a topographic map.
 BH2316
 BH2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2316
 BH2316.The geoid height was determined by GEOID03.
 BH2316
 BH2316;                    North         East     Units Scale Factor Converg.
 BH2316;SPC MS E     -    80,708.257   322,247.464   MT  0.99995610   +0 06 58.9
 BH2316;SPC MS E     -   264,790.34  1,057,240.22   sFT  0.99995610   +0 06 58.9
 BH2316;UTM  16      - 3,345,126.332   345,814.357   MT  0.99989330   -0 48 24.4
 BH2316
 BH2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2316!SPC MS E     -   1.00000421  x   0.99995610  =   0.99996031
 BH2316!UTM  16      -   1.00000421  x   0.99989330  =   0.99989751
 BH2316
 BH2316:                Primary Azimuth Mark                     Grid Az
 BH2316:SPC MS E     -  ROUND ISLAND LIGHTHOUSE                  011 49 33.9
 BH2316:UTM  16      -  ROUND ISLAND LIGHTHOUSE                  012 44 57.2
 BH2316
 BH2316|---------------------------------------------------------------------|
 BH2316| PID    Reference Object                     Distance      Geod. Az  |
 BH2316|                                                           dddmmss.s |
 BH2316| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX. 7.3 KM 0115632.8 |
 BH2316| BH2275 PASCAGOULA RIVER ENTR LT C          APPROX.13.0 KM 0162015.1 |
 BH2316| DD8931 HORN WM 1 BLAZE                      49.380 METERS 17214     |
 BH2316| DD8932 HORN RM 2                            49.000 METERS 17257     |
 BH2316| DD8933 HORN RM 3                            37.740 METERS 22208     |
 BH2316| DD8934 HORN WM 2 BLAZE                      37.920 METERS 22407     |
 BH2316| BH2291 CLUB                                APPROX.11.5 KM 2841601.7 |
 BH2316| BH2257 ROUND ISLAND SOUTH SPIT LT 2        APPROX. 3.6 KM 3543407.8 |
 BH2316|---------------------------------------------------------------------|
 BH2316
 BH2316                          SUPERSEDED SURVEY CONTROL
 BH2316
 BH2316  NAD 83(1993)-  30 13 40.51138(N)    088 36 07.97533(W) AD(       ) 3
 BH2316  NAD 83(1986)-  30 13 40.52614(N)    088 36 07.96612(W) AD(       ) 3
 BH2316  NAD 27      -  30 13 39.79500(N)    088 36 07.90800(W) AD(       ) 3
 BH2316
 BH2316.Superseded values are not recommended for survey control.
 BH2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2316.See file dsdata.txt to determine how the superseded data were derived.
 BH2316
 BH2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4581445126(NAD 83)
 BH2316_MARKER: S = SPIKE
 BH2316_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2316_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BH2316
 BH2316  HISTORY     - Date     Condition        Report By
 BH2316  HISTORY     - 1910     MONUMENTED       CGS
 BH2316  HISTORY     - 1917     MARK NOT FOUND   CGS
 BH2316
 BH2316                          STATION DESCRIPTION
 BH2316
 BH2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2316'STATION IS LOCATED ON THE N SIDE OF HORN ISLAND, ABOUT 4 MILES FROM
 BH2316'ITS E END, ON TO TOP OF THE SAND BAND PARALLELING THE SHORELINE.
 BH2316'
 BH2316'STATION MARK IS A 4-INCH TILE FILLED WITH CONCRETE WITH A SPIKE IN
 BH2316'THE CENTER OF THE TOP, SET FLANGE DOWN IN A MASS OF CONCRETE.
 BH2316'UNDERGROUND MARK IS A 4-INCH TILE FILLED WITH AND SET IN CONCRETE
 BH2316'WITH A SPIKE IN THE CENTER OF THE TOP.
 BH2316'
 BH2316'REFERENCE MARKS 2 AND 3, BRONZE DISKS SET IN THE TOPS OF 6-INCH TILES
 BH2316'FILLED WITH CONCRETE AND ABOUT LEVEL WITH THE GROUND, ARE
 BH2316'RESPECTIVELY, 49.00 METERS FROM THE STATION S 02 DEG 02 MIN E
 BH2316'AND 37.74 METERS FROM THE STATION S 42 DEG 08 MIN W.
 BH2316'EACH WAS SUPPLIED WITH AN UNDERGROUND MARK CONSISTING OF AN IRON
 BH2316'NAIL, A COPPER BOLT, OR A BOTTLE EMBEDDED IN A BLOCK OF CONCRETE.
 BH2316'
 BH2316'REFERENCE MARKS 1 AND 4, TRIANGULAR BLAZES WITH 4 NAILS ON PINE
 BH2316'TREES, 4 FEET ABOVE THE GROUND, ARE RESPECTIVELY 49.38 METERS
 BH2316'FROM THE STATION S 57 DEG 15 MIN E. AND 37.92 METERS FROM
 BH2316'THE STATION S 44 DEG 07 MIN W.
 BH2316'
 BH2316'THE DISTANCES BETWEEN REFERENCE MARKS 1 AND 2, BETWEEN 2 AND 3, AND
 BH2316'BETWEEN 3 AND 4, ARE RESPECTIVELY 0.74 METER, 37.51 METERS,
 BH2316'AND 1.36 METERS.
 BH2316
 BH2316                          STATION RECOVERY (1917)
 BH2316
 BH2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2316'STATION MARK AND REFERENCE MARK 2 LOST.  REFERENCE MARK 4 FOUND.  OF
 BH2316'THE OTHER TWO REFERENCE MARKS, ONE WAS FOUND, AND ONE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2318 ***********************************************************************
 BH2318  DESIGNATION -  HORN 3 1958
 BH2318  PID         -  BH2318
 BH2318  STATE/COUNTY-  MS/JACKSON
 BH2318  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2318
 BH2318                         *CURRENT SURVEY CONTROL
 BH2318  ___________________________________________________________________
 BH2318* NAD 83(1993)-  30 13 36.54785(N)    088 35 58.16781(W)     ADJUSTED  
 BH2318* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BH2318  ___________________________________________________________________
 BH2318  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BH2318  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH2318  HORZ ORDER  -  SECOND
 BH2318
 BH2318.The horizontal coordinates were established by classical geodetic methods
 BH2318.and adjusted by the National Geodetic Survey in May 1994.
 BH2318
 BH2318.The orthometric height was scaled from a topographic map.
 BH2318
 BH2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2318
 BH2318.The geoid height was determined by GEOID03.
 BH2318
 BH2318;                    North         East     Units Scale Factor Converg.
 BH2318;SPC MS E     -    80,587.076   322,509.991   MT  0.99995625   +0 07 03.8
 BH2318;SPC MS E     -   264,392.77  1,058,101.53   sFT  0.99995625   +0 07 03.8
 BH2318;UTM  16      - 3,345,000.945   346,074.880   MT  0.99989231   -0 48 19.4
 BH2318
 BH2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2318!SPC MS E     -   1.00000358  x   0.99995625  =   0.99995983
 BH2318!UTM  16      -   1.00000358  x   0.99989231  =   0.99989589
 BH2318
 BH2318:                Primary Azimuth Mark                     Grid Az
 BH2318:SPC MS E     -  ROUND ISLAND LIGHTHOUSE                  009 37 14.7
 BH2318:UTM  16      -  ROUND ISLAND LIGHTHOUSE                  010 32 37.9
 BH2318
 BH2318|---------------------------------------------------------------------|
 BH2318| PID    Reference Object                     Distance      Geod. Az  |
 BH2318|                                                           dddmmss.s |
 BH2318| BH2255 ROUND ISLAND LIGHTHOUSE             APPROX. 7.3 KM 0094418.5 |
 BH2318| BH2160 HORN ISLAND LIGHTHOUSE              APPROX.10.9 KM 0921301.6 |
 BH2318| BH2314 HORSE 1958                          APPROX. 2.4 KM 2783938.9 |
 BH2318| BH2257 ROUND ISLAND SOUTH SPIT LT 2        APPROX. 3.8 KM 3504537.8 |
 BH2318|---------------------------------------------------------------------|
 BH2318
 BH2318                          SUPERSEDED SURVEY CONTROL
 BH2318
 BH2318  NAD 83(1993)-  30 13 36.55823(N)    088 35 58.16600(W) AD(       ) 2
 BH2318  NAD 83(1986)-  30 13 36.57163(N)    088 35 58.15708(W) AD(       ) 2
 BH2318  NAD 27      -  30 13 35.84930(N)    088 35 58.09350(W) AD(       ) 2
 BH2318
 BH2318.Superseded values are not recommended for survey control.
 BH2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2318.See file dsdata.txt to determine how the superseded data were derived.
 BH2318
 BH2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4607545001(NAD 83)
 BH2318_MARKER: DS = TRIANGULATION STATION DISK
 BH2318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2318_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BH2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2318
 BH2318  HISTORY     - Date     Condition        Report By
 BH2318  HISTORY     - 1958     MONUMENTED       CGS
 BH2318
 BH2318                          STATION DESCRIPTION
 BH2318
 BH2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2318'THERE ARE NO REFERENCE MARKS.
 BH2318'
 BH2318'ABOUT 3 MILES W OF THE E END AND ON THE N SIDE OF HORN ISLAND,
 BH2318'APPROXIMATELY ON RANGE WITH THE EAST TIP OF ROUND ISLAND AND
 BH2318'THE SOUTH END OF INGALLS SHIPYARD IN PASCAGOULA.  STATION IS 92 FEET
 BH2318'E OF SOUTHERLY OF 4 PINE TREE, ABOUT 60 FEET S OF MHW LINE, 27
 BH2318'FEET NW OF A 12-INCH PINE, 17 FEET S OF BLUFF.  STANDARD DISK STAMPED
 BH2318'HORN 3 1958, BRAZED TO A 5-FOOT PIECE OF 3-INCH CAST IRON SOIL
 BH2318'PIPE PROJECTING I 1/2 FEET.  TREES AND LIMBS WEST OF THE STATION WERE
 BH2318'CUT TO CLEAR LINES TO HORSE, SHOE 3, AND CRAB 2.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2317 ***********************************************************************
 BH2317  DESIGNATION -  HORN 4 1962
 BH2317  PID         -  BH2317
 BH2317  STATE/COUNTY-  MS/JACKSON
 BH2317  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2317
 BH2317                         *CURRENT SURVEY CONTROL
 BH2317  ___________________________________________________________________
 BH2317* NAD 83(1993)-  30 13 36.57012(N)    088 35 58.83888(W)     ADJUSTED  
 BH2317* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BH2317  ___________________________________________________________________
 BH2317  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BH2317  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH2317  HORZ ORDER  -  SECOND
 BH2317
 BH2317.The horizontal coordinates were established by classical geodetic methods
 BH2317.and adjusted by the National Geodetic Survey in May 1994.
 BH2317
 BH2317.The orthometric height was scaled from a topographic map.
 BH2317
 BH2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2317
 BH2317.The geoid height was determined by GEOID03.
 BH2317
 BH2317;                    North         East     Units Scale Factor Converg.
 BH2317;SPC MS E     -    80,587.725   322,492.046   MT  0.99995624   +0 07 03.5
 BH2317;SPC MS E     -   264,394.89  1,058,042.65   sFT  0.99995624   +0 07 03.5
 BH2317;UTM  16      - 3,345,001.883   346,056.949   MT  0.99989237   -0 48 19.7
 BH2317
 BH2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2317!SPC MS E     -   1.00000358  x   0.99995624  =   0.99995982
 BH2317!UTM  16      -   1.00000358  x   0.99989237  =   0.99989595
 BH2317
 BH2317                          SUPERSEDED SURVEY CONTROL
 BH2317
 BH2317  NAD 83(1993)-  30 13 36.58050(N)    088 35 58.83707(W) AD(       ) 2
 BH2317  NAD 83(1986)-  30 13 36.59389(N)    088 35 58.82815(W) AD(       ) 2
 BH2317  NAD 27      -  30 13 35.87160(N)    088 35 58.76460(W) AD(       ) 2
 BH2317
 BH2317.Superseded values are not recommended for survey control.
 BH2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2317.See file dsdata.txt to determine how the superseded data were derived.
 BH2317
 BH2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4605745002(NAD 83)
 BH2317_MARKER: Z = SEE DESCRIPTION
 BH2317_SETTING: 0 = UNSPECIFIED SETTING
 BH2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2317
 BH2317  HISTORY     - Date     Condition        Report By
 BH2317  HISTORY     - 1962     MONUMENTED       CGS
 BH2317  HISTORY     - 1969     MARK NOT FOUND   CGS
 BH2317  HISTORY     - 1969     MARK NOT FOUND   CGS
 BH2317
 BH2317                          STATION DESCRIPTION
 BH2317
 BH2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SLH)
 BH2317'STATION IS LOCATED APPROX. 17.958 MTRS NW OF STATION HORN 3, 37 FEET
 BH2317'SW OF BLUFF LINE OF MISSISSIPPI SOUND, 45.5 FEET SOUTH OF 12 INCH
 BH2317'LINE, AND 73 FEET NW OF 18 INCH PINE.
 BH2317
 BH2317                          STATION RECOVERY (1969)
 BH2317
 BH2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH2317'NOT RECOVERED.
 BH2317
 BH2317                          STATION RECOVERY (1969)
 BH2317
 BH2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JFS)
 BH2317'THIS STATION WAS SEARCHED BY HELICOPTER AND NO MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2320 ***********************************************************************
 BH2320  DESIGNATION -  HORN IS PASS ENTR RNG REAR LT
 BH2320  PID         -  BH2320
 BH2320  STATE/COUNTY-  MS/JACKSON
 BH2320  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2320
 BH2320                         *CURRENT SURVEY CONTROL
 BH2320  ___________________________________________________________________
 BH2320* NAD 83(1993)-  30 13 05.24181(N)    088 30 03.59806(W)     ADJUSTED  
 BH2320* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2320  ___________________________________________________________________
 BH2320  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BH2320  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BH2320  HORZ ORDER  -  THIRD
 BH2320
 BH2320.The horizontal coordinates were established by classical geodetic methods
 BH2320.and adjusted by the National Geodetic Survey in May 1994.
 BH2320
 BH2320.The orthometric height was scaled from a topographic map.
 BH2320
 BH2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2320
 BH2320.The geoid height was determined by GEOID03.
 BH2320
 BH2320;                    North         East     Units Scale Factor Converg.
 BH2320;SPC MS E     -    79,646.679   331,993.792   MT  0.99996262   +0 10 02.1
 BH2320;SPC MS E     -   261,307.48  1,089,216.30   sFT  0.99996262   +0 10 02.1
 BH2320;SPC AL W     -    24,601.926   503,633.189   MT  1.00004786   -0 30 13.8
 BH2320;UTM  16      - 3,343,907.996   355,541.502   MT  0.99985746   -0 45 20.1
 BH2320
 BH2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2320!SPC MS E     -   1.00000436  x   0.99996262  =   0.99996698
 BH2320!SPC AL W     -   1.00000436  x   1.00004786  =   1.00005222
 BH2320!UTM  16      -   1.00000436  x   0.99985746  =   0.99986182
 BH2320
 BH2320:                Primary Azimuth Mark                     Grid Az
 BH2320:SPC MS E     -  HORN ISLAND LIGHTHOUSE                   069 00 09.8
 BH2320:SPC AL W     -  HORN ISLAND LIGHTHOUSE                   069 40 25.7
 BH2320:UTM  16      -  HORN ISLAND LIGHTHOUSE                   069 55 32.0
 BH2320
 BH2320|---------------------------------------------------------------------|
 BH2320| PID    Reference Object                     Distance      Geod. Az  |
 BH2320|                                                           dddmmss.s |
 BH2320| BH2160 HORN ISLAND LIGHTHOUSE              APPROX. 1.5 KM 0691011.9 |
 BH2320| BH2166 WET 2 RESET                         APPROX. 0.6 KM 1634016.8 |
 BH2320| BH2257 ROUND ISLAND SOUTH SPIT LT 2        APPROX.11.1 KM 2945306.2 |
 BH2320|---------------------------------------------------------------------|
 BH2320
 BH2320                          SUPERSEDED SURVEY CONTROL
 BH2320
 BH2320  NAD 83(1993)-  30 13 05.24916(N)    088 30 03.59667(W) AD(       ) 3
 BH2320  NAD 83(1986)-  30 13 05.26707(N)    088 30 03.58804(W) AD(       ) 3
 BH2320  NAD 27      -  30 13 04.54500(N)    088 30 03.54700(W) AD(       ) 3
 BH2320
 BH2320.Superseded values are not recommended for survey control.
 BH2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2320.See file dsdata.txt to determine how the superseded data were derived.
 BH2320
 BH2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5554243908(NAD 83)
 BH2320_MARKER: 14 = NAVIGATION LIGHT
 BH2320
 BH2320  HISTORY     - Date     Condition        Report By
 BH2320  HISTORY     - 1962     FIRST OBSERVED   CGS
 BH2320  HISTORY     - 1970     GOOD             NGS
 BH2320
 BH2320                          STATION DESCRIPTION
 BH2320
 BH2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SLH)
 BH2320'THE STATION, ABOUT .8 MILE SOUTHWEST OF HORN ISLAND LIGHTHOUSE, ON
 BH2320'THE NORTH SIDE OF THE WEST END OF PETIT BOIS ISLAND IN
 BH2320'MISSISSIPPI SOUND, IS APPROXIMAELY 370 METERS NORTHEAST OF HWL, ON
 BH2320'WHITE SQUARE DAYMARK WITH BLACK VERTICAL STRIPE ON WHITE SKELETON
 BH2320'TOWER BUILT ON CONCRETE PILE, AND IS 45 FEET HIGH.  OBJECT OBSERVED
 BH2320'WAS CENTER OF LIGHT.  1961 LIGHT LIST NO. 6716.3
 BH2320
 BH2320                          STATION RECOVERY (1970)
 BH2320
 BH2320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2320'THE STRUCTURE LEANS SOUTHWARD ABOUT 8 DEGRESS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2322 ***********************************************************************
 BH2322  DESIGNATION -  HORN IS PASS ENTR RNG FRONT LT
 BH2322  PID         -  BH2322
 BH2322  STATE/COUNTY-  MS/JACKSON
 BH2322  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2322
 BH2322                         *CURRENT SURVEY CONTROL
 BH2322  ___________________________________________________________________
 BH2322* NAD 83(1993)-  30 12 49.73958(N)    088 30 19.18269(W)     ADJUSTED  
 BH2322* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2322  ___________________________________________________________________
 BH2322  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BH2322  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2322  HORZ ORDER  -  THIRD
 BH2322
 BH2322.The horizontal coordinates were established by classical geodetic methods
 BH2322.and adjusted by the National Geodetic Survey in May 1994.
 BH2322
 BH2322.The orthometric height was scaled from a topographic map.
 BH2322
 BH2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2322
 BH2322.The geoid height was determined by GEOID03.
 BH2322
 BH2322;                    North         East     Units Scale Factor Converg.
 BH2322;SPC MS E     -    79,168.125   331,578.406   MT  0.99996230   +0 09 54.2
 BH2322;SPC MS E     -   259,737.42  1,087,853.49   sFT  0.99996230   +0 09 54.2
 BH2322;SPC AL W     -    24,128.228   503,212.190   MT  1.00004887   -0 30 21.4
 BH2322;UTM  16      - 3,343,436.243   355,118.507   MT  0.99985897   -0 45 27.6
 BH2322
 BH2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2322!SPC MS E     -   1.00000436  x   0.99996230  =   0.99996666
 BH2322!SPC AL W     -   1.00000436  x   1.00004887  =   1.00005323
 BH2322!UTM  16      -   1.00000436  x   0.99985897  =   0.99986333
 BH2322
 BH2322:                Primary Azimuth Mark                     Grid Az
 BH2322:SPC MS E     -  HORN ISLAND LIGHTHOUSE                   060 48 34.4
 BH2322:SPC AL W     -  HORN ISLAND LIGHTHOUSE                   061 28 50.0
 BH2322:UTM  16      -  HORN ISLAND LIGHTHOUSE                   061 43 56.2
 BH2322
 BH2322|---------------------------------------------------------------------|
 BH2322| PID    Reference Object                     Distance      Geod. Az  |
 BH2322|                                                           dddmmss.s |
 BH2322| BH2160 HORN ISLAND LIGHTHOUSE              APPROX. 2.1 KM 0605828.6 |
 BH2322| BH2166 WET 2 RESET                         APPROX. 0.6 KM 1025422.0 |
 BH2322|---------------------------------------------------------------------|
 BH2322
 BH2322                          SUPERSEDED SURVEY CONTROL
 BH2322
 BH2322  NAD 83(1993)-  30 12 49.74703(N)    088 30 19.18125(W) AD(       ) 3
 BH2322  NAD 83(1986)-  30 12 49.76476(N)    088 30 19.17226(W) AD(       ) 3
 BH2322  NAD 27      -  30 12 49.04200(N)    088 30 19.13200(W) AD(       ) 3
 BH2322
 BH2322.Superseded values are not recommended for survey control.
 BH2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2322.See file dsdata.txt to determine how the superseded data were derived.
 BH2322
 BH2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5511943436(NAD 83)
 BH2322_MARKER: 14 = NAVIGATION LIGHT
 BH2322
 BH2322  HISTORY     - Date     Condition        Report By
 BH2322  HISTORY     - 1962     FIRST OBSERVED   CGS
 BH2322  HISTORY     - 1970     GOOD             NGS
 BH2322
 BH2322                          STATION DESCRIPTION
 BH2322
 BH2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SLH)
 BH2322'THE STATION, ABOUT 1.13 MILES SOUTHWEST OF HORN ISLAND LIGHTHOUSE, ON
 BH2322'THE SOUTH SIDE OF THE WEST END OF PETIT BOIS ISLAND, IS
 BH2322'APPROXIMATELY 65 METERS NORTHEAST OF HWL, ON WHITE SQUARE DAYMARK
 BH2322'WITH BLACK VERTICAL STRIP ON WHITE SKELETON TOWER BUILT ON MUD SILLS,
 BH2322'AND IS 25 FEET HIGH.  OBJECT OBSERVED WAS CENTER OF LIGHT.  1961
 BH2322'LIGHT LIST NO. 6716.2
 BH2322
 BH2322                          STATION RECOVERY (1970)
 BH2322
 BH2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JCV)
 BH2322'RECOVERED IN GOOD CONDITION AS DESCRIBED BY A.G.D. IN 1962.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2327 ***********************************************************************
 BH2327  DESIGNATION -  HORN ISLAND EAST 1855
 BH2327  PID         -  BH2327
 BH2327  STATE/COUNTY-  MS/JACKSON
 BH2327  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2327
 BH2327                         *CURRENT SURVEY CONTROL
 BH2327  ___________________________________________________________________
 BH2327* NAD 83(1993)-  30 13 14.28077(N)    088 31 56.53565(W)     ADJUSTED  
 BH2327* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2327  ___________________________________________________________________
 BH2327  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BH2327  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BH2327  HORZ ORDER  -  THIRD
 BH2327
 BH2327.The horizontal coordinates were established by classical geodetic methods
 BH2327.and adjusted by the National Geodetic Survey in May 1994.
 BH2327
 BH2327.The orthometric height was scaled from a topographic map.
 BH2327
 BH2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2327
 BH2327.The geoid height was determined by GEOID03.
 BH2327
 BH2327;                    North         East     Units Scale Factor Converg.
 BH2327;SPC MS E     -    79,916.607   328,972.901   MT  0.99996035   +0 09 05.3
 BH2327;SPC MS E     -   262,193.07  1,079,305.26   sFT  0.99996035   +0 09 05.3
 BH2327;UTM  16      - 3,344,226.514   352,525.648   MT  0.99986832   -0 46 17.1
 BH2327
 BH2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2327!SPC MS E     -   1.00000405  x   0.99996035  =   0.99996440
 BH2327!UTM  16      -   1.00000405  x   0.99986832  =   0.99987237
 BH2327
 BH2327:                Primary Azimuth Mark                     Grid Az
 BH2327:SPC MS E     -  EAST PASCAGOULA                          354 18 38.1
 BH2327:UTM  16      -  EAST PASCAGOULA                          355 14 00.5
 BH2327
 BH2327|---------------------------------------------------------------------|
 BH2327| PID    Reference Object                     Distance      Geod. Az  |
 BH2327|                                                           dddmmss.s |
 BH2327| BH2290 EAST PASCAGOULA                     APPROX.13.7 KM 3542743.4 |
 BH2327|---------------------------------------------------------------------|
 BH2327
 BH2327                          SUPERSEDED SURVEY CONTROL
 BH2327
 BH2327  NAD 83(1993)-  30 13 14.28690(N)    088 31 56.53981(W) AD(       ) 3
 BH2327  NAD 83(1986)-  30 13 14.30299(N)    088 31 56.52991(W) AD(       ) 3
 BH2327
 BH2327.Superseded values are not recommended for survey control.
 BH2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2327.See file dsdata.txt to determine how the superseded data were derived.
 BH2327
 BH2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5252644227(NAD 83)
 BH2327
 BH2327  HISTORY     - Date     Condition        Report By
 BH2327  HISTORY     - 1855     MONUMENTED       COASUR
 BH2327  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2327
 BH2327                          STATION DESCRIPTION
 BH2327
 BH2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2327'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2160 ***********************************************************************
 BH2160  DESIGNATION -  HORN ISLAND LIGHTHOUSE
 BH2160  PID         -  BH2160
 BH2160  STATE/COUNTY-  MS/JACKSON
 BH2160  USGS QUAD   -  PETIT BOIS ISLAND (1982)
 BH2160
 BH2160                         *CURRENT SURVEY CONTROL
 BH2160  ___________________________________________________________________
 BH2160* NAD 83(1993)-  30 13 22.67659(N)    088 29 10.82092(W)     ADJUSTED  
 BH2160* NAVD 88     -              **(meters)            **(feet)            
 BH2160  ___________________________________________________________________
 BH2160  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BH2160  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BH2160  HORZ ORDER  -  THIRD
 BH2160
 BH2160.The horizontal coordinates were established by classical geodetic methods
 BH2160.and adjusted by the National Geodetic Survey in May 1994.
 BH2160
 BH2160
 BH2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2160
 BH2160.The geoid height was determined by GEOID03.
 BH2160
 BH2160;                    North         East     Units Scale Factor Converg.
 BH2160;SPC MS E     -    80,187.744   333,403.513   MT  0.99996376   +0 10 28.8
 BH2160;SPC MS E     -   263,082.62  1,093,841.36   sFT  0.99996376   +0 10 28.8
 BH2160;SPC AL W     -    25,126.484   505,049.268   MT  1.00004452   -0 29 47.5
 BH2160;UTM  16      - 3,344,426.229   356,959.602   MT  0.99985243   -0 44 53.9
 BH2160
 BH2160                          SUPERSEDED SURVEY CONTROL
 BH2160
 BH2160  NAD 83(1993)-  30 13 22.68374(N)    088 29 10.81987(W) AD(       ) 4
 BH2160  NAD 83(1986)-  30 13 22.70233(N)    088 29 10.81185(W) AD(       ) 4
 BH2160  NAD 27      -  30 13 21.97660(N)    088 29 10.76950(W) AD(       ) 3
 BH2160
 BH2160.Superseded values are not recommended for survey control.
 BH2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2160.See file dsdata.txt to determine how the superseded data were derived.
 BH2160
 BH2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5696044426(NAD 83)
 BH2160_MARKER: 13 = LIGHTHOUSE
 BH2160
 BH2160  HISTORY     - Date     Condition        Report By
 BH2160  HISTORY     - 1910     FIRST OBSERVED   CGS
 BH2160  HISTORY     - 1935     GOOD             CGS
 BH2160  HISTORY     - 1946     GOOD             CGS
 BH2160  HISTORY     - 1958     GOOD             CGS
 BH2160  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BH2160  HISTORY     - 20071111 MARK NOT FOUND   MSSU
 BH2160
 BH2160                          STATION DESCRIPTION
 BH2160
 BH2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2160'RECOVERED.  THE STATION IS THE CENTER OF THE LIGHT OF THE HORN ISLAND
 BH2160'LIGHTHOUSE.  LIGHT LIST NAME- HORN ISLAND.  STATION WAS NOT
 BH2160'OCCUPIED.
 BH2160
 BH2160                          STATION RECOVERY (1946)
 BH2160
 BH2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2160'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  ACCORDING
 BH2160'TO LOCAL INFORMATION THE LIGHT HAS NOT BEEN CHANGED IN ANY WAY
 BH2160'SINCE IT WAS BUILT.
 BH2160
 BH2160                          STATION RECOVERY (1958)
 BH2160
 BH2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2160'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR
 BH2160'RECOVERY.
 BH2160
 BH2160                          STATION RECOVERY (1990)
 BH2160
 BH2160'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR)
 BH2160'MARK NOT FOUND.
 BH2160
 BH2160                          STATION RECOVERY (2007)
 BH2160
 BH2160'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007
 BH2160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2308 ***********************************************************************
 BH2308  DESIGNATION -  HORN ISLAND WEST 1848
 BH2308  PID         -  BH2308
 BH2308  STATE/COUNTY-  MS/JACKSON
 BH2308  USGS QUAD   -  GAUTIER SOUTH (1982)
 BH2308
 BH2308                         *CURRENT SURVEY CONTROL
 BH2308  ___________________________________________________________________
 BH2308* NAD 83(1993)-  30 15 13.34935(N)    088 43 09.72059(W)     ADJUSTED  
 BH2308* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2308  ___________________________________________________________________
 BH2308  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH2308  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BH2308  HORZ ORDER  -  THIRD
 BH2308
 BH2308.The horizontal coordinates were established by classical geodetic methods
 BH2308.and adjusted by the National Geodetic Survey in May 1994.
 BH2308
 BH2308.The orthometric height was scaled from a topographic map.
 BH2308
 BH2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2308
 BH2308.The geoid height was determined by GEOID03.
 BH2308
 BH2308;                    North         East     Units Scale Factor Converg.
 BH2308;SPC MS E     -    83,550.152   310,967.581   MT  0.99995148   +0 03 26.7
 BH2308;SPC MS E     -   274,114.12  1,020,232.81   sFT  0.99995148   +0 03 26.7
 BH2308;UTM  16      - 3,348,149.546   334,582.173   MT  0.99993759   -0 51 59.3
 BH2308
 BH2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2308!SPC MS E     -   1.00000406  x   0.99995148  =   0.99995554
 BH2308!UTM  16      -   1.00000406  x   0.99993759  =   0.99994165
 BH2308
 BH2308:                Primary Azimuth Mark                     Grid Az
 BH2308:SPC MS E     -  SHIP ISLAND 1855                         265 11 45.1
 BH2308:UTM  16      -  SHIP ISLAND 1855                         266 07 11.1
 BH2308
 BH2308|---------------------------------------------------------------------|
 BH2308| PID    Reference Object                     Distance      Geod. Az  |
 BH2308|                                                           dddmmss.s |
 BH2308| BH2362 SHIP ISLAND 1855                    APPROX.16.4 KM 2651511.8 |
 BH2308|---------------------------------------------------------------------|
 BH2308
 BH2308                          SUPERSEDED SURVEY CONTROL
 BH2308
 BH2308  NAD 83(1993)-  30 15 13.35930(N)    088 43 09.72118(W) AD(       ) 3
 BH2308  NAD 83(1986)-  30 15 13.36903(N)    088 43 09.71387(W) AD(       ) 3
 BH2308
 BH2308.Superseded values are not recommended for survey control.
 BH2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2308.See file dsdata.txt to determine how the superseded data were derived.
 BH2308
 BH2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU3458248150(NAD 83)
 BH2308
 BH2308  HISTORY     - Date     Condition        Report By
 BH2308  HISTORY     - 1848     MONUMENTED       COASUR
 BH2308  HISTORY     - 1910     MARK NOT FOUND   CGS
 BH2308
 BH2308                          STATION DESCRIPTION
 BH2308
 BH2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2308'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2314 ***********************************************************************
 BH2314  DESIGNATION -  HORSE 1958
 BH2314  PID         -  BH2314
 BH2314  STATE/COUNTY-  MS/JACKSON
 BH2314  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2314
 BH2314                         *CURRENT SURVEY CONTROL
 BH2314  ___________________________________________________________________
 BH2314* NAD 83(1993)-  30 13 48.19579(N)    088 37 26.29215(W)     ADJUSTED  
 BH2314* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BH2314  ___________________________________________________________________
 BH2314  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BH2314  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2314  HORZ ORDER  -  SECOND
 BH2314
 BH2314.The horizontal coordinates were established by classical geodetic methods
 BH2314.and adjusted by the National Geodetic Survey in May 1994.
 BH2314
 BH2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2314
 BH2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2314
 BH2314.The geoid height was determined by GEOID03.
 BH2314
 BH2314;                    North         East     Units Scale Factor Converg.
 BH2314;SPC MS E     -    80,941.151   320,152.944   MT  0.99995501   +0 06 19.5
 BH2314;SPC MS E     -   265,554.43  1,050,368.45   sFT  0.99995501   +0 06 19.5
 BH2314;UTM  16      - 3,345,392.926   343,723.982   MT  0.99990130   -0 49 04.0
 BH2314
 BH2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2314!SPC MS E     -   1.00000358  x   0.99995501  =   0.99995859
 BH2314!UTM  16      -   1.00000358  x   0.99990130  =   0.99990488
 BH2314
 BH2314:                Primary Azimuth Mark                     Grid Az
 BH2314:SPC MS E     -  ROUND 2 1958                             020 57 19.0
 BH2314:UTM  16      -  ROUND 2 1958                             021 52 42.5
 BH2314
 BH2314|---------------------------------------------------------------------|
 BH2314| PID    Reference Object                     Distance      Geod. Az  |
 BH2314|                                                           dddmmss.s |
 BH2314| BH2254 ROUND 2 1958                        APPROX. 8.5 KM 0210338.5 |
 BH2314|---------------------------------------------------------------------|
 BH2314
 BH2314                          SUPERSEDED SURVEY CONTROL
 BH2314
 BH2314  NAD 83(1993)-  30 13 48.20639(N)    088 37 26.28841(W) AD(       ) 2
 BH2314  NAD 83(1986)-  30 13 48.21914(N)    088 37 26.28121(W) AD(       ) 2
 BH2314  NAD 27      -  30 13 47.49704(N)    088 37 26.21140(W) AD(       ) 2
 BH2314  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG    3  
 BH2314
 BH2314.Superseded values are not recommended for survey control.
 BH2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2314.See file dsdata.txt to determine how the superseded data were derived.
 BH2314
 BH2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4372445393(NAD 83)
 BH2314_MARKER: DS = TRIANGULATION STATION DISK
 BH2314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2314_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BH2314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2314
 BH2314  HISTORY     - Date     Condition        Report By
 BH2314  HISTORY     - 1958     MONUMENTED       CGS
 BH2314  HISTORY     - 1966     GOOD             CGS
 BH2314  HISTORY     - 1969     MARK NOT FOUND   CGS
 BH2314  HISTORY     - 1969     MARK NOT FOUND   CGS
 BH2314  HISTORY     - 1970     POOR             NGS
 BH2314
 BH2314                          STATION DESCRIPTION
 BH2314
 BH2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2314'NO REFERENCE MARKS.
 BH2314'
 BH2314'ABOUT 4 MILES W OF THE E END AND ON THE N SIDE OF HORN ISLAND ON TOP
 BH2314'OF 10-FOOT SAND DUNE, 141 FEET S OF THE MHW LINE, 21 FEET SW OF A
 BH2314'12-INCH PINE, 13 FEET NW OF ANOTHER 12-INCH PINE.  THE STATION IS ON
 BH2314'RANGE WITH ROUND ISLAND SOUTH SPIT LIGHT 2, AND ROUND ISLAND
 BH2314'LIGHTHOUSE 1910.  ABOUT 100 FEET E OF THE STATION IS THE W END OF AN
 BH2314'OPEN AREA VOID OF TREES.  STANDARD DISK, STAMPED HORSE 1958, BRAZED
 BH2314'TO A 5-FOOT PIECE OF 3-INCH CAST IRON SOIL PIPE PROJECTING 2 FEET.
 BH2314
 BH2314                          STATION RECOVERY (1966)
 BH2314
 BH2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BH2314'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 BH2314'ADEQUATE.
 BH2314
 BH2314                          STATION RECOVERY (1969)
 BH2314
 BH2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BH2314'THIS STATION WAS SEARCHED BY HELICOPTER AND NO MARKS WERE FOUND AFTER
 BH2314'HURRICANE CAMILLE.
 BH2314
 BH2314                          STATION RECOVERY (1969)
 BH2314
 BH2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BH2314'NOT RECOVERED
 BH2314
 BH2314                          STATION RECOVERY (1970)
 BH2314
 BH2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2314'THE STATION WAS RECOVERED IN POOR CONDITION AND WILL PROBABLY BE LOST
 BH2314'IN THE NEAR FUTURE.  HORSE 2 AND REFERENCE MARK HORSE 2 NO 1 WERE
 BH2314'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 BH2314'
 BH2314'THE STATION IS ON THE NORTH SHORE, 4 MILES WEST OF THE EAST END OF
 BH2314'HORN ISLAND, 150 FEET NORTH OF A SMALL STAND OF PINE TREES, ON A
 BH2314'HIGH SAND EMBANKMENT.
 BH2314'
 BH2314'THE STATION MARK IS A STANDARD DISK STAMPED HORSE 1958, WELDED TO THE
 BH2314'TOP OF A 4-INCH IRON PIPE, 6 FEET LONG, PROTRUDING 4-1/2
 BH2314'FEET FROM THE NORTH SIDE OF A STEEP SAND EMBANKMENT.  THE DISK IS
 BH2314'LOWER THAN THE SURROUNDING GROUND, 80 FEET SOUTH OF THE WATER LINE,
 BH2314'12 FEET WEST OF A 12-INCH PINE TREE, 12 FEET ABOVE THE WATER, AND 8
 BH2314'FEET LOWER THAN HORSE 2.
 BH2314'
 BH2314'**HORSE 1958 TO HORSE 2 (SW) 73.42 FEET 22.379 METERS,
 BH2314'HORSE 1958 TO
 BH2314'HORSE 2 NO 1 (S) 44.30 FEET 13.502 METERS (SLOPE)
 BH2314'**COMPUTED FROM SLOPE DISTANCE.
 BH2314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-10
 BH2314'MILES SOUTH SOUTHWEST OF PASCAGOULA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2326 ***********************************************************************
 BH2326  DESIGNATION -  HORSE 2
 BH2326  PID         -  BH2326
 BH2326  STATE/COUNTY-  MS/JACKSON
 BH2326  USGS QUAD   -  HORN ISLAND EAST (1982)
 BH2326
 BH2326                         *CURRENT SURVEY CONTROL
 BH2326  ___________________________________________________________________
 BH2326* NAD 83(1993)-  30 13 47.86970(N)    088 37 27.04001(W)     ADJUSTED  
 BH2326* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 BH2326  ___________________________________________________________________
 BH2326  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BH2326  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BH2326  HORZ ORDER  -  SECOND
 BH2326
 BH2326.The horizontal coordinates were established by classical geodetic methods
 BH2326.and adjusted by the National Geodetic Survey in May 1994.
 BH2326
 BH2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2326
 BH2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2326
 BH2326.The geoid height was determined by GEOID03.
 BH2326
 BH2326;                    North         East     Units Scale Factor Converg.
 BH2326;SPC MS E     -    80,931.073   320,132.966   MT  0.99995500   +0 06 19.1
 BH2326;SPC MS E     -   265,521.36  1,050,302.91   sFT  0.99995500   +0 06 19.1
 BH2326;UTM  16      - 3,345,383.172   343,703.845   MT  0.99990138   -0 49 04.4
 BH2326
 BH2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2326!SPC MS E     -   1.00000349  x   0.99995500  =   0.99995849
 BH2326!UTM  16      -   1.00000349  x   0.99990138  =   0.99990487
 BH2326
 BH2326:                Primary Azimuth Mark                     Grid Az
 BH2326:SPC MS E     -  ROUND IS S SPIT LT 2                     034 27 04.2
 BH2326:UTM  16      -  ROUND IS S SPIT LT 2                     035 22 27.7
 BH2326
 BH2326|---------------------------------------------------------------------|
 BH2326| PID    Reference Object                     Distance      Geod. Az  |
 BH2326|                                                           dddmmss.s |
 BH2326| BH2280 ROUND IS S SPIT LT 2                APPROX. 3.4 KM 0343323.3 |
 BH2326| BH2314 HORSE 1958                           22.377 METERS 06320     |
 BH2326| DD8937 HORSE 2 RM 1                         17.526 METERS 10024     |
 BH2326|---------------------------------------------------------------------|
 BH2326
 BH2326                          SUPERSEDED SURVEY CONTROL
 BH2326
 BH2326  NAD 83(1993)-  30 13 47.88033(N)    088 37 27.03622(W) AD(       ) 2
 BH2326  NAD 83(1986)-  30 13 47.89304(N)    088 37 27.02909(W) AD(       ) 2
 BH2326  NAD 27      -  30 13 47.17073(N)    088 37 26.95967(W) AD(       ) 2
 BH2326  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG    3  
 BH2326
 BH2326.Superseded values are not recommended for survey control.
 BH2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2326.See file dsdata.txt to determine how the superseded data were derived.
 BH2326
 BH2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4370445383(NAD 83)
 BH2326_MARKER: DS = TRIANGULATION STATION DISK
 BH2326_SETTING: 0 = UNSPECIFIED SETTING
 BH2326
 BH2326  HISTORY     - Date     Condition        Report By
 BH2326  HISTORY     - 1970     MONUMENTED       NGS
 BH2326
 BH2326                          STATION DESCRIPTION
 BH2326
 BH2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2326'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHWEST OF PASCAGOULA, ON
 BH2326'THE NORTH SHORE OF HORN ISLAND, 4 MILES WEST OF ITS EAST END, AT
 BH2326'THE WEST END OF A MILE LONG GRASSY AREA, 150 FEET NORTH OF A SMALL
 BH2326'STAND OF PINE TREES, ON A HIGH SAND DUNE.
 BH2326'
 BH2326'THE STATION CAN BE REACHED ONLY BY BOAT OR HELICOPTER.
 BH2326'
 BH2326'THE STATION IS A STANDARD DISK STAMPED HORSE 2 1970, CRIMPED TO
 BH2326'THE TOP OF A 5/8 INCH COPPER ROD ENCASED IN A 4-INCH ORANGEBURG
 BH2326'PIPE WHICH PROJECTS 2 FEET ABOVE GROUND.  IT IS 125 FEET SOUTH
 BH2326'OF THE HIGH WATER LINE, 90 FEET WEST OF A 12-INCH PINE TREE, 20
 BH2326'FEET ABOVE THE WATER LINE AND 15 FEET SOUTHEAST OF AND 6 FEET
 BH2326'LOWER THAN THE HIGHEST PART OF THE DUNE.
 BH2326'
 BH2326'HORSE 1958 IS A STANDARD STATION DISK WELDED TO THE TOP OF A
 BH2326'4-INCH IRON PIPE, 6 FEET LONG WHICH PROJECTS 4-1/2 FEET FROM THE
 BH2326'SIDE OF A STEEP SAND EMBANKMENT.  THE DISK IS LOWER THAN THE
 BH2326'SURROUNDING GROUND AND WILL PROBABLY BE LOST IN THE NEAR FUTURE.
 BH2326'IT IS 80 FEET SOUTH OF THE HIGH WATER LINE, 12 FEET WEST OF THE
 BH2326'PINE TREE, 12 FEET ABOVE THE WATER LINE AND 8 FEET LOWER THAN
 BH2326'THE STATION.
 BH2326'
 BH2326'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HORSE 2 NO 1 1970,
 BH2326'CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD ENCASED IN A 4-INCH
 BH2326'ORANGEBURG PIPE WHICH PROJECTS 1-1/2 FEET ABOVE GROUND.  IT IS
 BH2326'125 FEET SOUTH OF THE HIGH WATER LINE, 57 FEET SOUTH-SOUTHWEST OF
 BH2326'THE PINE TREE, 18 FEET ABOVE THE WATER LINE.
 BH2326'
 BH2326'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
 BH2326'
 BH2326'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1811 ***********************************************************************
 DK1811  DESIGNATION -  HORSESHOE
 DK1811  PID         -  DK1811
 DK1811  STATE/COUNTY-  MS/HOLMES
 DK1811  USGS QUAD   -  MARCELLA (1982)
 DK1811
 DK1811                         *CURRENT SURVEY CONTROL
 DK1811  ___________________________________________________________________
 DK1811* NAD 83(1993)-  33 13 11.15234(N)    090 17 08.07167(W)     ADJUSTED  
 DK1811* NAVD 88     -        35.     (meters)     115.     (feet)  VERTCON   
 DK1811  ___________________________________________________________________
 DK1811  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DK1811  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DK1811  HORZ ORDER  -  FIRST
 DK1811
 DK1811.The horizontal coordinates were established by classical geodetic methods
 DK1811.and adjusted by the National Geodetic Survey in May 1994.
 DK1811
 DK1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1811
 DK1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1811
 DK1811.The geoid height was determined by GEOID03.
 DK1811
 DK1811;                    North         East     Units Scale Factor Converg.
 DK1811;SPC MS W     -   412,412.459   704,451.807   MT  0.99995024   +0 01 34.2
 DK1811;SPC MS W     - 1,353,056.54  2,311,188.97   sFT  0.99995024   +0 01 34.2
 DK1811;UTM  15      - 3,678,934.979   752,977.851   MT  1.00038913   +1 29 16.4
 DK1811
 DK1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1811!SPC MS W     -   0.99999872  x   0.99995024  =   0.99994896
 DK1811!UTM  15      -   0.99999872  x   1.00038913  =   1.00038785
 DK1811
 DK1811:                Primary Azimuth Mark                     Grid Az
 DK1811:SPC MS W     -  HORSESHOE AZ MK                          014 46 24.2
 DK1811:UTM  15      -  HORSESHOE AZ MK                          013 18 42.0
 DK1811
 DK1811|---------------------------------------------------------------------|
 DK1811| PID    Reference Object                     Distance      Geod. Az  |
 DK1811|                                                           dddmmss.s |
 DK1811| CY6252 HORSESHOE AZ MK                                    0144758.4 |
 DK1811| CY6254 HORSESHOE RM 2                       29.353 METERS 04506     |
 DK1811| DK1807 TCHULA                              APPROX.10.1 KM 1034318.6 |
 DK1811| CY6253 HORSESHOE RM 1                       30.757 METERS 30927     |
 DK1811|---------------------------------------------------------------------|
 DK1811
 DK1811                          SUPERSEDED SURVEY CONTROL
 DK1811
 DK1811  NAD 83(1986)-  33 13 11.16386(N)    090 17 08.06787(W) AD(       ) 1
 DK1811  NAD 27      -  33 13 10.71320(N)    090 17 07.76040(W) AD(       ) 1
 DK1811  NGVD 29 (07/19/86)   35.     (m)          115.     (f) VERT ANG    3  
 DK1811
 DK1811.Superseded values are not recommended for survey control.
 DK1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1811.See file dsdata.txt to determine how the superseded data were derived.
 DK1811
 DK1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS5297878935(NAD 83)
 DK1811_MARKER: DS = TRIANGULATION STATION DISK
 DK1811_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK1811
 DK1811  HISTORY     - Date     Condition        Report By
 DK1811  HISTORY     - 1957     MONUMENTED       CGS
 DK1811  HISTORY     - 1973     GOOD             NGS
 DK1811
 DK1811                          STATION DESCRIPTION
 DK1811
 DK1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1811'THE STATION IS ABOUT 5 MILES NORTHWEST OF TCHULA, ON THE
 DK1811'NORTH BANK OF HORSESHOE LAKE IN A PASTURE OWNED BY MR. LEO
 DK1811'LOWENTRITT.  IT IS 101 FEET EAST OF THE NORTHEAST CORNER
 DK1811'OF A LARGE TIN COVERED BUILDING, 42 FEET WEST OF THE CENTERLINE
 DK1811'OF A GRAVELED ROAD, 19 FEET WEST OF A WIRE FENCE AND 21
 DK1811'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS UNDERGROUND
 DK1811'14 INCHES AND THE DISK IS STAMPED HORSESHOE 1957.
 DK1811'
 DK1811'TO REACH THE STATION FROM THE WEST SIDE OF THE RAILROAD
 DK1811'DEPOT IN TCHULA, GO WEST ON PAVED STREET FOR 0.2 MILE TO THE
 DK1811'WEST END OF A CONCRETE BRIDGE OVER TCHULA LAKE.  CONTINUE
 DK1811'WEST AND THEN NORTH ON PAVED AND GRAVELED ROAD ON THE WEST
 DK1811'SIDE OF TCHULA LAKE FOR 2.8 MILES TO A Y-INTERSECTION.  THIS
 DK1811'IS JUST AFTER PASSING HORSESHOE STORE ON THE RIGHT.  TAKE
 DK1811'RIGHT FORK AND GO NORTH ON GRAVELED ROAD FOR 0.2 MILE TO A SIDE
 DK1811'ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.5
 DK1811'MILE TO A Y-INTERSECTION.  TAKE LEFT FORK AND CONTINUE WEST ON
 DK1811'GRAVELED ROAD FOR 2.3 MILES TO A Y-INTERSECTION*.  TAKE
 DK1811'LEFT FORK AND GO SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO
 DK1811'A Y-INTERSECTION.  TAKE LEFT FORK AND CONTINUE SOUTH ON
 DK1811'THE GRAVELED ROAD FOR 0.15 MILE TO THE EDGE OF HORSESHOE
 DK1811'LAKE AND THE STATION ON THE RIGHT.
 DK1811'
 DK1811'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON GRAVELED
 DK1811'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 DK1811'
 DK1811'REFERENCE MARK 1 IS 1 FOOT NORTHEAST OF THE NORTHEAST CORNER
 DK1811'OF THE TIN COVERED BUILDING, 142 FEET WEST OF THE CENTERLINE
 DK1811'OF THE GRAVELED ROAD AND 119 FEET WEST OF THE WIRE FENCE.
 DK1811'THE MARK IS FLUSH AND THE DISK IS STAMPED HORSESHOE NO 1 1957.
 DK1811'
 DK1811'REFERENCE MARK 2 IS 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DK1811'OF A SMALL WOODEN SHED, 20 FEET WEST OF THE CENTERLINE OF
 DK1811'THE GRAVELED ROAD AND 1 FOOT WEST OF THE WIRE FENCE.  THE
 DK1811'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HORSESHOE NO
 DK1811'2 1957.
 DK1811'
 DK1811'THE AZIMUTH MARK IS 44 FEET NORTH OF THE CENTERLINE OF A
 DK1811'GRAVELED ROAD, 1 FOOT WEST OF A POWER LINE POLE AND 2 FEET WEST
 DK1811'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 DK1811'STAMPED HORSESHOE 1957.
 DK1811'
 DK1811'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DK1811
 DK1811                          STATION RECOVERY (1973)
 DK1811
 DK1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 DK1811'THE STATION WAS VISITED 6-19-73 AND THE STATION WAS FOUND
 DK1811'IN GOOD CONDITION BUT FLUSH WITH THE GROUND INSTEAD OF 18-INCHES
 DK1811'BELOW THE GROUND.  THIS WAS DUE TO SOME EXCAVATION WORK DONE
 DK1811'IN MAKING THE PRIVATE AIRSTRIP.  THE AZIMUTH MARK WAS NOT
 DK1811'FOUND AT THIS DATE AND THE OLD MUNICIPAL WATER TANKIN TCHULA
 DK1811'WOULD NOT SEE FROM THE STATION.  REFERENCE MARK NO. 1 WAS
 DK1811'FOUND WITH THE DISK MISSING, REFERENCE MARK NO. 5 WAS SET
 DK1811'IN A DRILL HOLE IN THIS MONUMENT.  REFERENCE MARK NO. 2 WAS
 DK1811'FOUND TILTED AND DISTURBED, THE MONUMENT WAS STRAIGHTEN UP
 DK1811'AND REEFORCED AND STAMPED NO. 3 AND USED AS REFERENCE MARK
 DK1811'NO. 3.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS DATE,
 DK1811'EAST OF THE STATION AND NEAR A POWER POLE., A NEW
 DK1811'DESCRIPTION FOLLOWS--
 DK1811'
 DK1811'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF TCHULA,
 DK1811'AT THE NORTH SHORE OF HORSESHOE LAKE, ON THE PROPERTY LEASED
 DK1811'BY PAUL WILSON, KNOWN AS THE HORSESHOE PLANTATION.  IT IS
 DK1811'ABOUT 500 FEET SOUTH-SOUTHWEST OF A GROUP OF OAK TREES, IN
 DK1811'A GARDEN PLOT AT THE EAST SIDE OF A PRIVATE AIRSTRIP, 28
 DK1811'FEET WEST OF THE CENTER OF A DEEP DITCH, 46 FEET WEST OF
 DK1811'THE CENTER OF A ROAD, 101 FEET WEST-NORTHWEST OF POWER POLE
 DK1811'NO. 111/27/15 WITH A TRANSFORMER, 187 FEET NORTH OF THE FIRST
 DK1811'POWER POLE NORTHEAST OF HORSE SHOE LAKE, 1 FOOT SOUTH OF A
 DK1811'METAL WITNESS POST AND 1 FOOT NORTHEAST OF A METAL WITNESS
 DK1811'POST.  IT IS STAMPED HORSESHOE 1957 FLUSH.
 DK1811'
 DK1811'REFERENCE MARK NO. 3 IS 96.03 FEET NORTHEAST OF THE STATION.
 DK1811'IT IS 10 FEET WEST OF THE CENTER OF A DEEP DITCH, 25 FEET
 DK1811'WEST OF THE CENTER OF THE ROAD, 101 FEET NNW OF THE POWER
 DK1811'POLE WITH A TRANSFORMER AND 1 FOOT NORTHEAST OF A METAL WITNESS
 DK1811'POST.  IT IS STAMPED HORSESHOE 1957 NO 3 1973.  PROJECTING
 DK1811'4 INCHES.
 DK1811'
 DK1811'REFERENCE MARK NO. 4 IS 98.36 FEET EAST-SOUTHEAST OF THE
 DK1811'STATION.  IT IS 2 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 50
 DK1811'FEET EAST OF THE CENTER OF THE ROAD, 68 FEET EAST OF THE
 DK1811'CENTER OF THE DITCH AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DK1811'IT IS STAMPED HORSESHOE 1957 NO 4 1973 PROJECTING 2 INCHES.
 DK1811'
 DK1811'REFERENCE MARK NO. 5 IS 100.84 FEET NORTHWEST OF THE STATION.
 DK1811'IT IS 202 FEET WEST OF THE POWER POLE WITH THE TRANSFORMER,
 DK1811'146 FEET WEST OF THE CENTER OF THE ROAD, 128 FEET WEST OF
 DK1811'THE CENTER OF THE DITCH AND 6 FEET EAST OF THE WEST EDGE OF
 DK1811'A PRIVATE AIRSTRIP.  IT IS STAMPED HORSESHOE 1957 NO 5 1973,
 DK1811'FLUSH WITH THE GROUND.
 DK1811'
 DK1811'THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS VISIT.  NO
 DK1811'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
 DK1811'
 DK1811'TO REACH THE STATION FROM THE RAILROAD STATION IN TCHULA GO
 DK1811'WEST ON A PAVED ROAD FOR 0.2 MILE TO THE WEST END OF A CONCRETE
 DK1811'BRIDGE OVER TUCHLA LAKE, CONTINUE WEST AND NORTH FOR 2.8 MILES
 DK1811'TO A FORK JUST PAST HORSESHOE STORE, KEEP RIGHT AND GO 0.2
 DK1811'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.5
 DK1811'MILE TO A FORK.  TAKE LEFT FOR AND GO WEST FOR 2.3 MILES TO
 DK1811'A FORK, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE MARK
 DK1811'ON THE RIGHT.
 DK1811'
 DK1811'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 DK1811'NORTHWEST OF TUCHLA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2038 ***********************************************************************
 DJ2038  DESIGNATION -  HOSAY
 DJ2038  PID         -  DJ2038
 DJ2038  STATE/COUNTY-  MS/GRENADA
 DJ2038  USGS QUAD   -  SWEATMAN (1983)
 DJ2038
 DJ2038                         *CURRENT SURVEY CONTROL
 DJ2038  ___________________________________________________________________
 DJ2038* NAD 83(1993)-  33 44 09.45995(N)    089 37 14.19183(W)     ADJUSTED  
 DJ2038* NAVD 88     -       123.10   (+/-2cm)     403.9    (feet)  VERTCON   
 DJ2038  ___________________________________________________________________
 DJ2038  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DJ2038  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DJ2038  HORZ ORDER  -  FIRST
 DJ2038  VERT ORDER  -  THIRD ? (See Below)
 DJ2038
 DJ2038.The horizontal coordinates were established by classical geodetic methods
 DJ2038.and adjusted by the National Geodetic Survey in May 1994.
 DJ2038
 DJ2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2038.The vertical order pertains to the NGVD 29 superseded value.
 DJ2038
 DJ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2038
 DJ2038.The geoid height was determined by GEOID03.
 DJ2038
 DJ2038;                    North         East     Units Scale Factor Converg.
 DJ2038;SPC MS W     -   469,889.627   766,045.281   MT  1.00000375   +0 23 45.0
 DJ2038;SPC MS W     - 1,541,629.55  2,513,266.89   sFT  1.00000375   +0 23 45.0
 DJ2038;SPC MS E     -   469,939.853   227,046.219   MT  1.00001559   -0 26 14.1
 DJ2038;SPC MS E     - 1,541,794.33    744,900.80   sFT  1.00001559   -0 26 14.1
 DJ2038;UTM  16      - 3,735,965.359   257,213.561   MT  1.00032674   -1 27 22.0
 DJ2038
 DJ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2038!SPC MS W     -   0.99998492  x   1.00000375  =   0.99998867
 DJ2038!SPC MS E     -   0.99998492  x   1.00001559  =   1.00000051
 DJ2038!UTM  16      -   0.99998492  x   1.00032674  =   1.00031165
 DJ2038
 DJ2038:                Primary Azimuth Mark                     Grid Az
 DJ2038:SPC MS W     -  HOSAY AZ MK                              152 45 41.4
 DJ2038:SPC MS E     -  HOSAY AZ MK                              153 35 40.5
 DJ2038:UTM  16      -  HOSAY AZ MK                              154 36 48.4
 DJ2038
 DJ2038|---------------------------------------------------------------------|
 DJ2038| PID    Reference Object                     Distance      Geod. Az  |
 DJ2038|                                                           dddmmss.s |
 DJ2038| CG2053 HOSAY AZ MK                                        1530926.4 |
 DJ2038| DJ2040 PYRON                               APPROX.13.8 KM 1872700.4 |
 DJ2038| CG2054 HOSAY RM 1                           24.872 METERS 21217     |
 DJ2038| CG2055 HOSAY RM 2                           21.458 METERS 31057     |
 DJ2038|---------------------------------------------------------------------|
 DJ2038
 DJ2038                          SUPERSEDED SURVEY CONTROL
 DJ2038
 DJ2038  NAD 83(1986)-  33 44 09.47112(N)    089 37 14.18848(W) AD(       ) 1
 DJ2038  NAD 27      -  33 44 09.04600(N)    089 37 13.89900(W) AD(       ) 1
 DJ2038  NGVD 29 (07/19/86)  123.08   (m)          403.8    (f) LEVELING    3  
 DJ2038
 DJ2038.Superseded values are not recommended for survey control.
 DJ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2038.See file dsdata.txt to determine how the superseded data were derived.
 DJ2038
 DJ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC5721435965(NAD 83)
 DJ2038_MARKER: DS = TRIANGULATION STATION DISK
 DJ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2038+STABILITY: SURFACE MOTION
 DJ2038
 DJ2038  HISTORY     - Date     Condition        Report By
 DJ2038  HISTORY     - 1934     MONUMENTED       CGS
 DJ2038  HISTORY     - 1940     GOOD             CGS
 DJ2038  HISTORY     - 1973     GOOD             MSHD
 DJ2038  HISTORY     - 1978     GOOD             NGS
 DJ2038  HISTORY     - 1980     GOOD             MSSU
 DJ2038
 DJ2038                          STATION DESCRIPTION
 DJ2038
 DJ2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2038'TEN AND THREE-QUARTER MILES EAST-SOUTHEAST OF GRENADA, 5-1/4
 DJ2038'MILES SOUTH-SOUTHWEST OF GRAYSPORT, IN THE NORTHWEST QUARTER
 DJ2038'OF SEC, 36, T. 22 N., R. 6.E., ON THE PROPERTY OF JOHN HOSAY, ON
 DJ2038'A WOODED KNOB, ABOUT 0.3 MILE WEST OF PROVIDENCE-GORE SPRINGS
 DJ2038'ROAD, AND 18-1/2 FEET NORTHWEST OF A 20-INCH TRIANGULAR-BLAZED
 DJ2038'PINE.
 DJ2038'
 DJ2038'TO REACH FROM THE POST OFFICE IN GRENADA, GO EAST ON STATE
 DJ2038'HIGHWAY 8 FOR 2.45 MILES, TAKE RIGHT FORK OFF STATE HIGHWAY 8
 DJ2038'FOR 4.0 MILES, TAKE LEFT FORK FOR 3.5 MILES TO FORK, TAKE LEFT
 DJ2038'FORK FOR 1.55 MILES TO CROSSROADS, TURN RIGHT JUST BEFORE
 DJ2038'REACHING WHITE CHURCH, GO 1.45 MILES AND TURN THROUGH A WIRE GATE
 DJ2038'ON THE RIGHT OPPOSITE BARN, FOLLOW THIS FARM ROAD FOR 0.45 MILE
 DJ2038'TO ANOTHER WIRE GATE, TURN RIGHT HERE AND GO NORTH ABOUT 175
 DJ2038'YARDS TO PLACE WHERE FENCE IS BUILT ACROSS ROAD, TURN SHARP
 DJ2038'RIGHT HERE ABOUT 60 YARDS TO HIGHEST POINT OF HILL, A
 DJ2038'TRIANGULAR-BLAZED PINE AND STATION
 DJ2038'
 DJ2038'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2038'BRONZE DISK SET IN CONCRETE.
 DJ2038'
 DJ2038'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, ON A WIRE
 DJ2038'FENCE LINE AT THE SOUTH EDGE OF THE ROAD.
 DJ2038'
 DJ2038'REFERENCE MARK NO.2 IS WEST-NORTHWEST OF THE STATION AT THE SAME
 DJ2038'ELEVATION.
 DJ2038'
 DJ2038'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 15 FEET SOUTH
 DJ2038'OF THE CENTER OF A DIM ROAD, AND 5 FEET SOUTHWEST OF A 14-INCH
 DJ2038'TRIANGULAR-BLAZED OAK.
 DJ2038'
 DJ2038'A 77-FEET TOWER IS REQUIRED, AND THIS HEIGHT BARELY CLEARS THE
 DJ2038'RIDGE ON LINE TO HERBERT.
 DJ2038'
 DJ2038'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DJ2038
 DJ2038                          STATION RECOVERY (1940)
 DJ2038
 DJ2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CE)
 DJ2038'ORIGINAL DESCRITION DOES NOT HELP MUCH IN FINDING THE STATION
 DJ2038'AS THE ROAD IS CLOSED.  AZIMUTH MARK IS IN GOOD CONDITION.
 DJ2038'
 DJ2038'TO REACH THE STATION FROM PUBLIC ROAD, CROSS NE-SW FENCE AND
 DJ2038'FOLLOW DIM ROAD TO TOP OF HILL TO FENCE NW TO TOP OF CLEARED HILL.
 DJ2038'STATION IS ABOUT 300 FEET WSW OF FENCE CORNER.
 DJ2038
 DJ2038                          STATION RECOVERY (1973)
 DJ2038
 DJ2038'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2038'THE STATION WAS VISITED 5-24-73 AND THE STATION MARK, RM 1, AND RM 2
 DJ2038'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND BUT
 DJ2038'THE DESCRIPTION WAS INADEQUATE.
 DJ2038'
 DJ2038'THE STATION IS LOCATED 10.8 MILES ESE OF GRENADA, 1.4 MILES SOUTH
 DJ2038'OF GORE SPRINGS ON A TREE COVERED HILL ON THE PROPERTY OF MRS. GUY
 DJ2038'SULTAN IN THE NE 1/4 OF THE NW 1/4 OF SECTION 36, T 22N, R 6E.  IT
 DJ2038'IS 70 FEET ENE OF THE CENTER OF A WOODS ROAD, 31 FEET WEST OF THE
 DJ2038'CENTER OF ANOTHER WOODS ROAD, 23 FEET SE OF A 9 INCH PINE, 20
 DJ2038'FEET SW OF A 9 INCH OAK, 35 FEET SE OF A 10 INCH OAK, AND 1 FOOT
 DJ2038'NE OF A METAL WITNESS POST.
 DJ2038'
 DJ2038'IT IS A TRIANGULATION DISK, STAMPED HOSAY 1934 PROJECTING 10 INCHES.
 DJ2038'
 DJ2038'REFERENCE MARK NO 1 IS 81.6 FEET SW OF THE STATION.  IT IS 10 FEET
 DJ2038'ESE OF THE CENTER OF A WOODS ROAD, 14 FEET NW OF A 12 INCH OAK, 1
 DJ2038'FOOT SE OF A FENCE AND 1 FOOT SE OF A METAL WITNESS POST.
 DJ2038'
 DJ2038'IT IS A REFERENCE MARK DISK STAMPED HOSAY NO 1 1934 PROJECTING 4
 DJ2038'INCHES.
 DJ2038'
 DJ2038'REFERENCE MARK NO 2 IS 70.4 FEET NW OF THE STATION.  IT IS 52 FEET
 DJ2038'ENE OF THE CENTER OF A WOODS ROAD, 46 FEET NW OF A 9 INCH PINE, 42
 DJ2038'FEET SE OF A 12 INCH OAK, AND 38 FEET NW OF A 10 INCH OAK.  IT IS A
 DJ2038'REFERENCE MARK DISK, STAMPED HOSAY NO 2 1934 PROJECTING 4 INCHES.
 DJ2038'
 DJ2038'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 DJ2038'STATE HIGHWAY 8 IN GRENADA GO EAST ON STATE HIGHWAY 8 FOR 11.8
 DJ2038'MILES TO THE CROSSROAD AT GORE SPRINGS.  TURN RIGHT AND GO SOUTH ON
 DJ2038'A BLACK TOP ROAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 DJ2038'SOUTH ON A BLACK TOP ROAD FOR 1.1 MILES TO A POINT THEN WALK
 DJ2038'ACROSS AN OPEN PASTURE FOR ABOUT 0.3 MILE TO THE TOP OF THE HILL
 DJ2038'AND THE STATION.
 DJ2038'
 DJ2038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.8 MILES ESE OF
 DJ2038'GRENADA.
 DJ2038
 DJ2038                          STATION RECOVERY (1978)
 DJ2038
 DJ2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DJ2038'THE STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 WERE RECOVERED
 DJ2038'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 DJ2038'AND WOULD NOT SEE TO STATION AT PRESENT TIME.  NO LOCATION FOR A NEW
 DJ2038'AZIMUTH MARK COULD BE FOUND WITH OUT CUTTING SEVERAL LARGE TREES.
 DJ2038'
 DJ2038'THE 1973 DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY OF THE
 DJ2038'STATION AND REFERENCE MARKS.
 DJ2038
 DJ2038                          STATION RECOVERY (1980)
 DJ2038
 DJ2038'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ2038'STATION, REFERENCE MARKS 1, AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1812 ***********************************************************************
 EG1812  DESIGNATION -  HOTOP
 EG1812  PID         -  EG1812
 EG1812  STATE/COUNTY-  MS/PANOLA
 EG1812  USGS QUAD   -  BATESVILLE (1982)
 EG1812
 EG1812                         *CURRENT SURVEY CONTROL
 EG1812  ___________________________________________________________________
 EG1812* NAD 83(1993)-  34 18 36.30904(N)    089 52 53.19432(W)     ADJUSTED  
 EG1812* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 EG1812  ___________________________________________________________________
 EG1812  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EG1812  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EG1812  HORZ ORDER  -  THIRD
 EG1812
 EG1812.The horizontal coordinates were established by classical geodetic methods
 EG1812.and adjusted by the National Geodetic Survey in May 1994.
 EG1812
 EG1812.The orthometric height was scaled from a topographic map.
 EG1812
 EG1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1812
 EG1812.The geoid height was determined by GEOID03.
 EG1812
 EG1812;                    North         East     Units Scale Factor Converg.
 EG1812;SPC MS W     -   533,434.286   741,593.575   MT  0.99997132   +0 15 17.0
 EG1812;SPC MS W     - 1,750,108.99  2,433,044.92   sFT  0.99997132   +0 15 17.0
 EG1812;UTM  16      - 3,800,298.817   234,834.715   MT  1.00046680   -1 37 30.5
 EG1812
 EG1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1812!SPC MS W     -   0.99998738  x   0.99997132  =   0.99995870
 EG1812!UTM  16      -   0.99998738  x   1.00046680  =   1.00045417
 EG1812
 EG1812|---------------------------------------------------------------------|
 EG1812| PID    Reference Object                     Distance      Geod. Az  |
 EG1812|                                                           dddmmss.s |
 EG1812| CG3501 HOTOP RM 1                           32.348 METERS 14529     |
 EG1812| EG1814 HOTOP 2                              25.830 METERS 17549     |
 EG1812| CG3503 HOTOP RM 3                           24.013 METERS 18750     |
 EG1812| CG3502 HOTOP RM 2                           30.437 METERS 22742     |
 EG1812| EG1809 BATESVILLE LOOKOUT TOWER            APPROX. 2.8 KM 2685920.6 |
 EG1812| CG3500 HOTOP AZ MK                                        2722846.8 |
 EG1812| EG1817 SARDIS MUNICIPAL TANK               APPROX.14.5 KM 3464045.5 |
 EG1812|---------------------------------------------------------------------|
 EG1812
 EG1812                          SUPERSEDED SURVEY CONTROL
 EG1812
 EG1812  NAD 83(1986)-  34 18 36.32006(N)    089 52 53.19267(W) AD(       ) 3
 EG1812  NAD 27      -  34 18 35.93400(N)    089 52 52.87300(W) AD(       ) 3
 EG1812
 EG1812.Superseded values are not recommended for survey control.
 EG1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1812.See file dsdata.txt to determine how the superseded data were derived.
 EG1812
 EG1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3483500299(NAD 83)
 EG1812_MARKER: DS = TRIANGULATION STATION DISK
 EG1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1812+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 EG1812
 EG1812  HISTORY     - Date     Condition        Report By
 EG1812  HISTORY     - 1956     MONUMENTED       CGS
 EG1812  HISTORY     - 1963     GOOD             CGS
 EG1812  HISTORY     - 1967     GOOD             MSHD
 EG1812  HISTORY     - 1975     SEE DESCRIPTION  NGS
 EG1812  HISTORY     - 20020430 GOOD             INDIV
 EG1812  HISTORY     - 20080109 MARK NOT FOUND   MSDOT
 EG1812
 EG1812                          STATION DESCRIPTION
 EG1812
 EG1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 EG1812'THE STATION IS AT THE SOUTH SIDE OF SECTION 12, T 9 S, R 7 W, ABOUT 4
 EG1812'MILES EAST OF BATESVILLE, ON THE SOUTH SIDE OF STATE HIGHWAY 6 AND
 EG1812'AT THE POINT WHERE THE HIGHWAY BEGINS TO DESCEND EASTWARD TO HOTOPHA
 EG1812'CREEK.  THE STATION IS ON AN OPEN STRIP OF GROUND, ABOUT 60 YARDS IN
 EG1812'WIDTH, WHICH SEPERATES THE HIGHWAY AND THE SECTION LINE FENCE TO THE
 EG1812'SOUTH AND ON LAND OWNED BY MRS. MARY MCCARTER, BATESVILLE, MISSISSIPPI
 EG1812'
 EG1812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 EG1812'HIGHWAY 6, AT BATESVILLE, GO EAST ON STATE HIGHWAY 6 FOR 3.1 MILES TO
 EG1812'A ROAD FORK, KEEP LEFT FORK, STRAIGHT AHEAD ON HIGHWAY FOR 0.35 MILE
 EG1812'TO AZIMUTH MARK ON THE LEFT, AT THE NORTH ROAD RIGHT-OF-WAY FENCE
 EG1812'LINE, CONTINUE EAST ON HIGHWAY 6 FOR 0.2 MILE TO A TRACK ROAD ON
 EG1812'THE RIGHT, 40 YARDS BEFORE REACHING A POWER POLE WITH TRANSFORMER ON
 EG1812'THE RIGHT, TURN RIGHT, ONTO TRACK ROAD, AND FOLLOW IT EAST AND SOUTH
 EG1812'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 EG1812'
 EG1812'STATION MARKS ARE STANDARD DISKS, STAMPED HOTOP 1956.  THE SURFACE
 EG1812'STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 EG1812'INCHES ABOVE GROUND.  IT IS 171 FEET SOUTH OF THE CENTER LINE OF
 EG1812'STATE HIGHWAY 6, 167 FEET SOUTHEAST OF A POWER LINE POLE WITH
 EG1812'TRANSFORMER, 24 1/2 FEET NORTHWEST OF A TREE, WITH TRIANGULAR BLAZE
 EG1812'ON THE WEST SIDE, 24 FEET SOUTHWEST OF THE SOUTHERN EDGE OF AN
 EG1812'EROSION AREA, 22 FEET EAST OF THE CENTER OF TRACK ROAD, AND 3 FEET
 EG1812'NORTH OF A STANDARD WITNESS POST.  THE UNDERGROUND STATION MARK
 EG1812'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 EG1812'GROUND.
 EG1812'
 EG1812'REFERENCE MARK 1, A STANDARD DISK, STAMPED HOTOP NO 1 1956, IS SET
 EG1812'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT
 EG1812'IS 88 FEET EAST OF GATE AND TRACK ROAD, AND 1 1/2 FEET NORTH OF THE
 EG1812'FENCE LINE.
 EG1812'
 EG1812'REFERENCE MARK 2, A STANDARD DISK, STAMPED HOTOP NO 2 1956, IS SET
 EG1812'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT
 EG1812'IS 180 FEET SOUTHEAST OF THE POWER LINE POLE WITH TRANSFORMER, AND
 EG1812'46 FEET WEST OF GATE AND TRACK ROAD, AND 1 FOOT NORTH OF FENCE LINE.
 EG1812'
 EG1812'AZIMUTH MARK, A STANDARD DISK, STAMPED HOTOP 1956, IS SET IN A SQUARE
 EG1812'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 200 FEET
 EG1812'EAST OF A DIRT ROAD WHICH LEADS NORTH FROM THE HIGHWAY, 51 FEET
 EG1812'NORTH OF THE CENTER LINE OF HIGHWAY 6, 17 1/2 FEET WEST OF THE SOUTH
 EG1812'ONE OF TWO IRON POSTS WHICH SUPPORT A SKYLINE MOTEL SIGN, AND
 EG1812'2 FEET SOUTHEAST OF A STANDARD WITNESS POST.
 EG1812'
 EG1812'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EG1812
 EG1812                          STATION RECOVERY (1963)
 EG1812
 EG1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 EG1812'THE STATION WAS VISITED 7-24-63 AND THE STATION MARK, REFERENCE MARK
 EG1812'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 EG1812'MARK NO. 2 WAS FOUND DISTURBED AND WAS DESTROYED AT THIS DATE, AND WAS
 EG1812'REPLACED WITH REFERENCE MARK NO. 3 AT THE REQUEST OF THE PROPERTY
 EG1812'OWNER. THE AREA WEST AND NW OF THE STATION HAS BEEN CLEARED AND SOON
 EG1812'THE PROPERTY OWNER MR. W.V. LESTER WILL BUILD A HOUSE A LITTLE
 EG1812'WEST-SOUTHWEST OF THE STATION.  A NEW DESCRIPTION FOLLOWS--
 EG1812'
 EG1812'THE STATION IS LOCATED ABOUT 4 MILES EAST OF BATESVILLE, ON THE
 EG1812'SOUTH SIDE OF SECTION 12, T 9 S, R 7 W, ON THE SOUTH SIDE OF STATE
 EG1812'HIGHWAY 6, AT THE TOP OF A HILL WHERE THE HIGHWAY STARTS TO SLOPE OFF
 EG1812'TO THE EAST AND HOTOPAH CREEK, ON PROPERTY OWNED BY MR. W.V. LESTER.
 EG1812'IT IS 171 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 167 FEET
 EG1812'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 24.5 FEET NORTHWEST OF A
 EG1812'BLAZED SWEET GUM TREE, 24 FEET WEST-NORTHWEST OF THE EDGE OF THE DROP
 EG1812'OFF TO THE EAST, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS
 EG1812'A STANDARD DISK, STAMPED HOTOP 1956, PROJECTING 3 INCHES.
 EG1812'
 EG1812'REFERENCE MARK NO. 1 IS 106.15 FEET SOUTHEAST OF THE STATION, 88 FEET
 EG1812'EAST OF A DRIVEWAY, 1.5 FEET NORTH OF AN EAST-WEST FENCE LINE, 82 FEET
 EG1812'SOUTHEAST OF A TRIANGULAR BLAZED SWEET GUM TREE, 52 FEET WEST OF A
 EG1812'2-FOOT OAK TREE, AND 5.5 FEET EAST OF A 12-INCH OAK TREE.  IT IS A
 EG1812'STANDARD DISK STAMPED HOTOP NO 1 1956, PROJECTING 2 INCHES.
 EG1812'
 EG1812'REFERENCE MARK NO. 3 IS 78.85 FEET SOUTH OF THE STATION, 69.5 FEET
 EG1812'SOUTHWEST OF A 2-FOOT TRIANGULAR BLAZED SWEET GUM TREE, 34 FEET EAST-
 EG1812'SOUTHEAST OF A 2-FOOT HICKORY TREE, AND 1 FOOT NORTH OF A FENCE LINE,
 EG1812'NEAR A PROPERTY CORNER AND EAST OF A DRIVEWAY.  IT IS A STANDARD
 EG1812'DISK STAMPED HOTOP NO 3 1956, PROJECTING 4 INCHES.
 EG1812'
 EG1812'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, ABOUT 200 FEET
 EG1812'EAST OF A DIRT ROAD LEADING NORTH FROM THE HIGHWAY, 51 FEET NORTH OF
 EG1812'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE
 EG1812'LINE, 10.5 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A
 EG1812'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED HOTOP 1956,
 EG1812'PROJECTING 2 INCHES.
 EG1812'
 EG1812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 EG1812'HIGHWAY 6, AT BATESVILLE, GO EAST ON STATE HIGHWAY 6
 EG1812'FOR 3.1 MILES TO A FORK, TAKE LEFT FORK AND CONTINUE ON STATE HIGHWAY
 EG1812'6 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR
 EG1812'0.2 MILE TO THE STATION ON THE RIGHT.
 EG1812
 EG1812                          STATION RECOVERY (1967)
 EG1812
 EG1812'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EG1812'THE STATION WAS VISITED 2-9-67 AND ALL MARKS WERE FOUND IN GOOD
 EG1812'CONDITION.
 EG1812'
 EG1812'THE STATION IS LOCATED 2.15 MILES EAST OF INTERSTATE 55, APPROXIMATELY
 EG1812'4 MILES EAST-SOUTHEAST OF BATESVILLE, 9 MILES SOUTHEAST OF SARDIS
 EG1812'AND IS IN THE SE QUARTER OF SECTION 12, T 9 S, R 7 W.
 EG1812'
 EG1812'TO REACH FROM THE THIRD DISTRICT OFFICE OF THE MISSISSIPPI HIGHWAY
 EG1812'PATROL IN BATESVILLE GO SOUTH ON U.S. HIGHWAY 51 FOR 0.25 MILE TO
 EG1812'THE INTERSECTION OF MISSISSIPPI HIGHWAY 6.  TURN LEFT (EAST) AND
 EG1812'CONTINUE ON MISSISSIPPI HIGHWAY 6 FOR 1.4 MILES TO INTERSTATE 55.
 EG1812'CONTINUE (NORTHEAST) ON MISSISSIPPI HIGHWAY 6 FOR 1.6 MILES TO A
 EG1812'SIDE ROAD RIGHT.  CONTINUE (EAST-NORTHEAST) ON MISSISSIPPI HIGHWAY
 EG1812'6 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE (EAST-
 EG1812'NORTHEAST) ON MISSISSIPPI HIGHWAY 6 FOR 0.2 MILE TO A DRIVEWAY
 EG1812'LEADING TO A WHITE BRICK HOUSE ON THE RIGHT.  TURN RIGHT (SOUTH)
 EG1812'AND CONTINUE ON THE DRIVEWAY FOR APPROXIMATELY 50 FEET TO THE
 EG1812'MARK ON THE LEFT AS DESCRIBED.
 EG1812'
 EG1812'ALL MARKS EXCEPT R.M. 3 ARE STANDARD BRONZE DISKS SET IN THE TOP
 EG1812'OF AN 11 INCH SQUARE CONCRETE POST.  R.M. 3 IS SET IN THE TOP OF A
 EG1812'12 INCH ROUND POST.
 EG1812'
 EG1812'THE STATION DISK IS STAMPED HOTOP 1956 AND PROJECTS 3 INCHES.  IT IS
 EG1812'171 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 117.5 FEET NORTH OF A
 EG1812'POWER POLE WITH A TRANSFORMER AND A LAMP ON IT, 99.7 FEET NORTHEAST
 EG1812'OF THE NORTHEAST CORNER OF THE CARPORT ON THE BRICK HOUSE, 82.7
 EG1812'FEET NORTH-NORTHWEST OF A FENCE CORNER, 34 FEET EAST OF THE CENTER
 EG1812'OF THE DRIVEWAY, 24 FEET NORTHWEST OF A 24 INCH BLAZED GUM, 24
 EG1812'FEET WEST-NORTHWEST OF THE EDGE OF A DROP OFF TO THE EAST, AND
 EG1812'1.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 EG1812'
 EG1812'R.M. 1 IS 74.5 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 EG1812'AND A LIGHT ON IT, 67.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 EG1812'A GARDEN FENCE, 59 FEET EAST OF A FENCE CORNER, 52 FEET WEST OF A
 EG1812'24 INCH OAK, 5.5 FEET EAST OF A 12 INCH OAK, 1 FOOT SOUTH OF A
 EG1812'FENCE, IS STAMPED HOTOP NO. 1 1956 AND PROJECTS 2 INCHES.
 EG1812'
 EG1812'R.M. 3 IS 68.5 FEET SOUTHWEST OF A 24 INCH BLAZED GUM, 65.3 FEET
 EG1812'NORTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 39.3 FEET
 EG1812'NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND A LIGHT ON
 EG1812'IT, 13 FEET WEST OF A FENCE CORNER, 12 FEET EAST OF THE CENTER OF
 EG1812'THE DRIVEWAY, IS STAMPED HOTOP NO. 3 (1956) AND PROJECTS 4 INCHES.
 EG1812'
 EG1812'THE AZIMUTH MARK IS 200 FEET EAST OF A DIRT ROAD LEADING NORTH FROM
 EG1812'HIGHWAY 6, 111 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A POWER
 EG1812'POLE WITH A TRANSFORMER, 51 FEET NORTH OF THE CENTER OF HIGHWAY 6,
 EG1812'0.9 FOOT NORTH OF A METAL WITNESS POST, 0.8 FOOT SOUTH OF A FENCE,
 EG1812'IS STAMPED HOTOP (1956) AND PROJECTS 2 INCHES.
 EG1812
 EG1812                          STATION RECOVERY (1975)
 EG1812
 EG1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 EG1812'THE STATION WAS VISITED 7-16-75 AND THE AZIMUTH MARK, REFERENCE
 EG1812'MARKS NO 1 AND NO 3 WERE RECOVERED IN GOOD CONDITION.  THE STATION
 EG1812'SURFACE AND UNDERGROUND MARKS WERE FOUND DESTROYED.
 EG1812'
 EG1812'THE POSITION OF THE STATION WAS RE-ESTABLISHED AND THE STATION WAS
 EG1812'MOVED AT THIS DATE.  SEE DESCRIPTION FOR STATION HOTOP 2 1975.
 EG1812'
 EG1812'REFERENCE MARK NO 3 WAS IN DANGER OF BEING DESTROYED BY FUTURE
 EG1812'CONSTRUCTION AND THE DISK WAS RECLAIMED AT THIS TIME.
 EG1812
 EG1812                          STATION RECOVERY (2002)
 EG1812
 EG1812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RPB)
 EG1812'RECOVERED IN GOOD CONDITION.
 EG1812
 EG1812                          STATION RECOVERY (2008)
 EG1812
 EG1812'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1812'THESE DATA SHEETS ARE NO LONGER VALID. THE DATA SHEETS FOR HOTOP 2
 EG1812'(PID EG1814) SHOULD BE USED INSTEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1814 ***********************************************************************
 EG1814  DESIGNATION -  HOTOP 2
 EG1814  PID         -  EG1814
 EG1814  STATE/COUNTY-  MS/PANOLA
 EG1814  USGS QUAD   -  BATESVILLE (1982)
 EG1814
 EG1814                         *CURRENT SURVEY CONTROL
 EG1814  ___________________________________________________________________
 EG1814* NAD 83(1993)-  34 18 35.47299(N)    089 52 53.12077(W)     NO CHECK  
 EG1814* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 EG1814  ___________________________________________________________________
 EG1814  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EG1814  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EG1814  HORZ ORDER  -  THIRD
 EG1814
 EG1814.The horizontal coordinates were established by classical geodetic methods
 EG1814.and adjusted by the National Geodetic Survey in May 1994.
 EG1814.No horizontal observational check was made to the station.
 EG1814
 EG1814.The orthometric height was scaled from a topographic map.
 EG1814
 EG1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1814
 EG1814.The geoid height was determined by GEOID03.
 EG1814
 EG1814;                    North         East     Units Scale Factor Converg.
 EG1814;SPC MS W     -   533,408.534   741,595.571   MT  0.99997132   +0 15 17.0
 EG1814;SPC MS W     - 1,750,024.50  2,433,051.47   sFT  0.99997132   +0 15 17.0
 EG1814;UTM  16      - 3,800,273.000   234,835.865   MT  1.00046679   -1 37 30.4
 EG1814
 EG1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1814!SPC MS W     -   0.99998738  x   0.99997132  =   0.99995870
 EG1814!UTM  16      -   0.99998738  x   1.00046679  =   1.00045416
 EG1814
 EG1814|---------------------------------------------------------------------|
 EG1814| PID    Reference Object                     Distance      Geod. Az  |
 EG1814|                                                           dddmmss.s |
 EG1814| CG3501 HOTOP RM 1                           19.585 METERS 09304     |
 EG1814| CG3504 HOTOP 2 RM 4                         21.143 METERS 15422     |
 EG1814| CG3500 HOTOP AZ MK                                        2760320.5 |
 EG1814| EG1812 HOTOP                                25.830 METERS 35549     |
 EG1814|---------------------------------------------------------------------|
 EG1814
 EG1814                          SUPERSEDED SURVEY CONTROL
 EG1814
 EG1814  NAD 83(1986)-  34 18 35.48401(N)    089 52 53.11911(W) AD(       ) 3
 EG1814  NAD 27      -  34 18 35.09793(N)    089 52 52.79943(W) AD(       ) 3
 EG1814
 EG1814.Superseded values are not recommended for survey control.
 EG1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1814.See file dsdata.txt to determine how the superseded data were derived.
 EG1814
 EG1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3483600273(NAD 83)
 EG1814_MARKER: DS = TRIANGULATION STATION DISK
 EG1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1814+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2008
 EG1814
 EG1814  HISTORY     - Date     Condition        Report By
 EG1814  HISTORY     - 1975     MONUMENTED       NGS
 EG1814  HISTORY     - 20080109 GOOD             MSDOT
 EG1814
 EG1814                          STATION DESCRIPTION
 EG1814
 EG1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 EG1814'THE STATION IS LOCATED ABOUT 4 MILES EAST OF BATESVILLE IN THE
 EG1814'SOUTH 1/4 OF SECTION 12, T 9S, R 7W, ON PROPERTY OWNED BY
 EG1814'MR. W. V. LESTER.
 EG1814'
 EG1814'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 EG1814'6 ABOUT 1.5 MILES EAST OF BATESVILLE GO EAST ON STATE HIGHWAY 6 FOR
 EG1814'1.95 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON STATE
 EG1814'HIGHWAY 6 FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 EG1814'
 EG1814'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD TRIANGULATION
 EG1814'STATION DISKS STAMPED HOTOP 2 1975.  THE SURFACE MARK IS SET IN TOP
 EG1814'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 167 FEET
 EG1814'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE LESTERS HOUSE, 134
 EG1814'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF STATE
 EG1814'HIGHWAY 6, 25 FEET EAST OF THE CENTER OF GRAVEL DRIVEWAY, 19 FEET
 EG1814'WEST-SOUTHWEST OF A POWER POLE AND 2.2 FEET WEST OF FENCE
 EG1814'CORNER.
 EG1814'
 EG1814'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EG1814'HOTOP NO 1 1956 SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 EG1814'THE GROUND.  IT IS 140 FEET SOUTH OF THE CENTERLINE OF THE EAST
 EG1814'BOUND LANE OF STATE HIGHWAY 6, 52 FEET EAST OF A FENCE CORNER, 42
 EG1814'FEET EAST-SOUTHEAST OF A POWER POLE AND 1.0 FOOT SOUTH OF A
 EG1814'METAL WITNESS POST AND SIGN IN FENCE LINE.  THE ARROW ON THE DISK
 EG1814'IS POINTING ABOUT 45 DEGREES NORTHWEST OF THE STATION MARK.
 EG1814'
 EG1814'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 EG1814'HOTOP 2 NO 4 1975, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 EG1814'WITH THE SURFACE OF THE GROUND.  IT IS 104 FEET NORTHEAST OF THE
 EG1814'NORTHWEST CORNER OF THE LESTERS HOUSE, 76 FEET SOUTH-SOUTHWEST OF
 EG1814'A POWER POLE, 69.5 FEET SOUTH OF A FENCE CORNER, 24 FEET EAST OF
 EG1814'THE CENTER OF A GRAVEL DRIVEWAY AND 1.0 FOOT WEST OF A FENCE LINE.
 EG1814'
 EG1814'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 4 IS 64.25 FEET
 EG1814'OR 19.585 METERS.
 EG1814'
 EG1814'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HOTOP 1956
 EG1814'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EG1814'IS 0.2 MILE WEST OF THE STATION MARK ABOUT 200 FEET EAST OF A
 EG1814'GRAVEL ROAD, 51 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 EG1814'STATE HIGHWAY 6, 27 FEET WEST OF A POWER POLE, 3.5 FEET
 EG1814'EAST-NORTHEAST OF A 14 INCH PINE TREE, 1.0 FOOT SOUTH OF A
 EG1814'FENCE LINE AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 EG1814'
 EG1814'NEAREST TOWN--BATESVILLE.
 EG1814
 EG1814                          STATION RECOVERY (2008)
 EG1814
 EG1814'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1814'ALL MARKS RECOVERED AS DESCRIBED. THE PRESENT DESCRIPTION IS
 EG1814'SUFFICIENT EXCEPT THE AZIMUTH MARK IS NOW 100' EAST OF A PAVED ROAD
 EG1814'(MILL CROSS ROAD) RATHER THAN A GRAVEL ROAD AND THE PINE TREE OR THE
 EG1814'FENCE LINE NO LONGER EXIST. THE AZIMUTH MARK AND REFERENCE NO. 4 ARE
 EG1814'GOOD FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1579 ***********************************************************************
 EG1579  DESIGNATION -  HOULKA
 EG1579  PID         -  EG1579
 EG1579  STATE/COUNTY-  MS/CHICKASAW
 EG1579  USGS QUAD   -  TROY (1979)
 EG1579
 EG1579                         *CURRENT SURVEY CONTROL
 EG1579  ___________________________________________________________________
 EG1579* NAD 83(1993)-  34 01 04.23890(N)    088 59 18.61249(W)     ADJUSTED  
 EG1579* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 EG1579  ___________________________________________________________________
 EG1579  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EG1579  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG1579  HORZ ORDER  -  SECOND
 EG1579
 EG1579.The horizontal coordinates were established by classical geodetic methods
 EG1579.and adjusted by the National Geodetic Survey in May 1994.
 EG1579
 EG1579.The orthometric height was scaled from a topographic map.
 EG1579
 EG1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1579
 EG1579.The geoid height was determined by GEOID03.
 EG1579
 EG1579;                    North         East     Units Scale Factor Converg.
 EG1579;SPC MS E     -   500,937.293   285,668.348   MT  0.99995253   -0 05 12.5
 EG1579;SPC MS E     - 1,643,491.77    937,230.24   sFT  0.99995253   -0 05 12.5
 EG1579;UTM  16      - 3,765,917.438   316,390.522   MT  1.00001560   -1 06 46.0
 EG1579
 EG1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1579!SPC MS E     -   0.99998295  x   0.99995253  =   0.99993548
 EG1579!UTM  16      -   0.99998295  x   1.00001560  =   0.99999855
 EG1579
 EG1579|---------------------------------------------------------------------|
 EG1579| PID    Reference Object                     Distance      Geod. Az  |
 EG1579|                                                           dddmmss.s |
 EG1579| CG3506 HOULKA RM 1                          27.357 METERS 01055     |
 EG1579| CG3507 HOULKA RM 2                          33.799 METERS 18721     |
 EG1579| CG3505 HOULKA AZ MK                                       1961647.4 |
 EG1579| EG1730 HOULKA MUNICIPAL TANK               APPROX. 4.0 KM 3083714.4 |
 EG1579|---------------------------------------------------------------------|
 EG1579
 EG1579                          SUPERSEDED SURVEY CONTROL
 EG1579
 EG1579  NAD 83(1993)-  34 01 04.25083(N)    088 59 18.61019(W) AD(       ) 2
 EG1579  NAD 83(1986)-  34 01 04.25095(N)    088 59 18.60983(W) AD(       ) 2
 EG1579  NAD 27      -  34 01 03.85668(N)    088 59 18.39524(W) AD(       ) 2
 EG1579
 EG1579.Superseded values are not recommended for survey control.
 EG1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1579.See file dsdata.txt to determine how the superseded data were derived.
 EG1579
 EG1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC1639165917(NAD 83)
 EG1579_MARKER: DS = TRIANGULATION STATION DISK
 EG1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1579
 EG1579  HISTORY     - Date     Condition        Report By
 EG1579  HISTORY     - 1967     MONUMENTED       CGS
 EG1579  HISTORY     - 1976     GOOD             USE
 EG1579  HISTORY     - 1978     GOOD             MSHD
 EG1579
 EG1579                          STATION DESCRIPTION
 EG1579
 EG1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1579'STATION IS LOCATED ABOUT 8.5 MILES NORTH OF HOUSTON, 2 MILES
 EG1579'SOUTHEAST OF
 EG1579'HOULKA AND ON EAST RIGHT-OF-WAY OF STATE ROUTE 15.  PART
 EG1579'OF THE TOWER WAS BUILT ON
 EG1579'PROPERTY OF MR R W TAYLOR.
 EG1579'
 EG1579'TO REACH FROM THE RAILROAD DEPOT IN HOULKA, GO EAST ON STATE ROUTE 32
 EG1579'FOR 1.55 MILES TO
 EG1579'THE JUNCTION OS STATE ROUTE 15, TURN RIGHT AND GO
 EG1579'SOUTH ON STATE ROUTE 15 FOR 1.5
 EG1579'MILES TO MR TAYLORS HOME ON LEFT AND
 EG1579'STATION AS DESCRIBED.
 EG1579'
 EG1579'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1579'
 EG1579'STATION MARK, STAMPED HOULKA 1967, IS SET FLUSH WITH GROUND.  IT IS
 EG1579'110 FEET NORTHWEST
 EG1579'OF THE NORTHWEST CORNER OF HOUSE, 46 FEET EAST OF
 EG1579'CENTER OF HIGHWAY, 44 FEET NORTH OF
 EG1579'CENTER OF DRIVEWAY AND 28.5 FEET
 EG1579'SOUTHWEST OF FENCE CORNER.
 EG1579'
 EG1579'R M 1, STAMPED HOULKA NO 1 1967, PROJECTS 8 INCHES.  IT IS 62 FEET
 EG1579'NORTH OF FENCE
 EG1579'CORNER, 49.6 FEET EAST OF CENTER OF HIGHWAY, 2.9 FEET
 EG1579'SOUTHWEST OF METAL WITNESS POST
 EG1579'AND 2 FEET WEST OF FENCE.
 EG1579'
 EG1579'R M 2, STAMPED HOULKA NO 2 1967, PROJECTS 8 INCHES.  IT IS 69 FEET
 EG1579'SOUTH OF CENTER OF
 EG1579'DRIVEWAY, 50.8 FEET EAST OF CENTER OF HIGHWAY, 2.2
 EG1579'FEET NORTHWEST OF FENCE POST AND 2
 EG1579'FEET NORTHEAST OF METAL WITNESS
 EG1579'POST.
 EG1579'
 EG1579'AZIMUTH MARK, STAMPED HOULKA 1967, PROJECTS 7 INCHES.  IT IS 44 FEET
 EG1579'WEST OF CENTER OF
 EG1579'HIGHWAY, 125 FEET SOUTH OF CENTER OF DRIVEWAY, 2.5
 EG1579'FEET NORTHEAST OF UTILITY POLE WITH
 EG1579'TRANSFORMER AND 1.6 FEET WEST OF
 EG1579'METAL WITNESS POST.
 EG1579'
 EG1579'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON STATE ROUTE 15
 EG1579'FOR 0.45 MILES TO
 EG1579'DRIVEWAY ON RIGHT AND MARK AS DESCRIBED.
 EG1579'
 EG1579'HEIGHT OF LIGHT ABOVE STATION MRK 30 METERS.
 EG1579
 EG1579                          STATION RECOVERY (1976)
 EG1579
 EG1579'RECOVERY NOTE BY US ENGINEERS 1976 (JEF)
 EG1579'HOULKA NO 1 1967 RECOVERED GOOD.
 EG1579'
 EG1579'HOULKA NO 2 1967 RECOVERED GOOD.
 EG1579'
 EG1579'HOULKA 1967 RECOVERED GOOD.
 EG1579'
 EG1579'DISTANCE AND DIRECTION FROM NEAREST TOWN, 8 1/2 MI NORTH OF HOUSTON.
 EG1579
 EG1579                          STATION RECOVERY (1978)
 EG1579
 EG1579'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 EG1579'THE STATION WAS VISITED 8-23-78 AND THE STATION MARK, RM NO 1, RM
 EG1579'NO 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 EG1579'MARK IS VISIBLE FROM THE STATION.
 EG1579'
 EG1579'THE STATION IS LOCATED 2.3 MILES SOUTHEAST OF THE CENTER OF HOULKA ON
 EG1579'THE EAST RIGHT OF WAY OF STATE HIGHWAY 15, 0.1 MILE NORTH OF A
 EG1579'SIDE ROAD LEADING EAST ON THE LAWN OF MR. R. W. TAYLOR IN THE
 EG1579'SOUTHEAST 1/4 OF SECTION 21, T 12S, R 3E.  IT IS 102 FEET
 EG1579'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A FRAME
 EG1579'HOUSE, 100 FEET EAST-NORTHEAST OF THE SOUTHEAST CONRER OF A CYCLONE
 EG1579'FENCE AROUND A TANK, 46 FEET EAST OF THE CENTER OF HIGHWAY 15, 44
 EG1579'FEET NORTH OF THE CENTER OF A DRIVEWAY, 32 FEET SOUTHWEST OF A
 EG1579'UTILITY POLE, 27 FEET WEST OF A 14 INCH TWIN PINE AND IS FLUSH
 EG1579'WITH THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED HOULKA
 EG1579'1967.
 EG1579'
 EG1579'REFERENCE MARK NO 1 IS 89.75 FEET NORTH-NORTHEAST OF THE STATION.
 EG1579'IT IS 68 FEET NORTHWEST OF A UTILITY POLE, 50 FEET EAST OF THE
 EG1579'CENTER OF HIGHWAY 15, 2 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A
 EG1579'METAL WITNESS POST AND PROJECTS 6 INCHES.  IT IS A REFERENCE MARK
 EG1579'DISK, STAMPED HOULKA NO 1 1967.
 EG1579'
 EG1579'REFERENCE MARK NO 2 IS 110.88 FEET SOUTH-SOUTHWEST OF THE STATION.
 EG1579'IT IS 136 FEET SOUTH-SOUTHWEST OF A UTILITY POLE, 134.5 FEET
 EG1579'SOUTHEAST OF THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND A TANK,
 EG1579'113 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A FRAME
 EG1579'HOUSE, 111 FEET SOUTH-SOUTHWEST OF A 14 INCH TWIN PINE, 2 FEET
 EG1579'NORTHEAST OF A METAL WITNESS POST AND PROJECTS 6 INCHES, 69 FEET
 EG1579'SOUTH OF THE CENTER OF A DRIVEWAY, 50 FEET EAST OF THE CENTER
 EG1579'OF HIGHWAY 15.  IT IS A REFERENCE MARK DISK, STAMPED HOULKA NO
 EG1579'2 1967.
 EG1579'
 EG1579'THE AZIMUTH MARK IS 0.45 MILE SOUTH-SOUTHWEST OF THE STATION.  IT
 EG1579'IS 125 FEET SOUTH OF THE CENTER OF AN ABANDONED DRIVEWAY, 44 FEET
 EG1579'WEST OF THE CENTER OF HIGHWAY 15, 5.5 FEET EAST OF A FENCE, 2.5
 EG1579'FEET NORTHEAST OF A UTILITY POLE, 2 FEET SOUTH OF A METAL WITNESS
 EG1579'POST AND IS FLUSH WITH THE GROUND.  IT IS AN AZIMUTH MARK DISK,
 EG1579'STAMPED HOULKA 1967.
 EG1579'
 EG1579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND STATE
 EG1579'HIGHWAY 32 ABOUT 1.5 MILES EAST OF HOULKA GO SOUTH ON STATE HIGHWAY
 EG1579'15 FOR 1.5 MILES TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON
 EG1579'STATE HIGHWAY 15 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EG1579'
 EG1579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES
 EG1579'SOUTHEAST OF HOULKA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1730 ***********************************************************************
 EG1730  DESIGNATION -  HOULKA MUNICIPAL TANK
 EG1730  PID         -  EG1730
 EG1730  STATE/COUNTY-  MS/CHICKASAW
 EG1730  USGS QUAD   -  HOULKA (1972)
 EG1730
 EG1730                         *CURRENT SURVEY CONTROL
 EG1730  ___________________________________________________________________
 EG1730* NAD 83(1993)-  34 02 25.25792(N)    089 01 20.46137(W)     ADJUSTED  
 EG1730* NAVD 88     -              **(meters)            **(feet)            
 EG1730  ___________________________________________________________________
 EG1730  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EG1730  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG1730  HORZ ORDER  -  THIRD
 EG1730
 EG1730.The horizontal coordinates were established by classical geodetic methods
 EG1730.and adjusted by the National Geodetic Survey in May 1994.
 EG1730
 EG1730
 EG1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1730
 EG1730.The geoid height was determined by GEOID03.
 EG1730
 EG1730;                    North         East     Units Scale Factor Converg.
 EG1730;SPC MS E     -   503,438.778   282,546.822   MT  0.99995375   -0 06 20.9
 EG1730;SPC MS E     - 1,651,698.72    926,989.03   sFT  0.99995375   -0 06 20.9
 EG1730;UTM  16      - 3,768,474.609   313,314.087   MT  1.00002964   -1 07 56.6
 EG1730
 EG1730                          SUPERSEDED SURVEY CONTROL
 EG1730
 EG1730  NAD 83(1986)-  34 02 25.27008(N)    089 01 20.45825(W) AD(       ) 4
 EG1730  NAD 27      -  34 02 24.87690(N)    089 01 20.23545(W) AD(       ) 3
 EG1730
 EG1730.Superseded values are not recommended for survey control.
 EG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1730.See file dsdata.txt to determine how the superseded data were derived.
 EG1730
 EG1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC1331468475(NAD 83)
 EG1730_MARKER: 53 = ELEVATED TANK
 EG1730
 EG1730  HISTORY     - Date     Condition        Report By
 EG1730  HISTORY     - 1967     FIRST OBSERVED   CGS
 EG1730  HISTORY     - 1970     GOOD             NGS
 EG1730
 EG1730                          STATION DESCRIPTION
 EG1730
 EG1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1730'STATION IS LOCATED IN THE NORTH EDGE OF HOULKA AND JUST NORTH OF THE
 EG1730'INDIANAPOLIS GLOVE
 EG1730'COMPANY PLANT.
 EG1730'
 EG1730'TO REACH FROM THE RAILROAD DEPOT IN HOULKA, GO NORTH ON STREET FOR
 EG1730'0.1 MILE TO ROAD
 EG1730'FORK, KEEP LEFT AND GO WESTERLY ON GRAVELED STREET
 EG1730'200 FEET TO STATION ON RIGHT AS
 EG1730'DESCRIBED.
 EG1730'
 EG1730'TANK IS ABOUT 150 FEET HIGH, IS PAINTED SILVER, IS SUPPORTED BY 4
 EG1730'LEGS AND HAS
 EG1730'HOULKA PAINTED ON SIDE OF TANK.
 EG1730'
 EG1730'POINT INTERSECTED WAS TOP AND CENTER.
 EG1730
 EG1730                          STATION RECOVERY (1970)
 EG1730
 EG1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 EG1730'RECOVERED AS PREVIOUSLY DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1551 ***********************************************************************
 BV1551  DESIGNATION -  HOUSE
 BV1551  PID         -  BV1551
 BV1551  STATE/COUNTY-  MS/WAYNE
 BV1551  USGS QUAD   -  BUCKATUNNA (1982)
 BV1551
 BV1551                         *CURRENT SURVEY CONTROL
 BV1551  ___________________________________________________________________
 BV1551* NAD 83(1993)-  31 35 21.63356(N)    088 37 13.17234(W)     ADJUSTED  
 BV1551* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 BV1551  ___________________________________________________________________
 BV1551  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 BV1551  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BV1551  HORZ ORDER  -  FIRST
 BV1551
 BV1551.The horizontal coordinates were established by classical geodetic methods
 BV1551.and adjusted by the National Geodetic Survey in May 1994.
 BV1551
 BV1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1551
 BV1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1551
 BV1551.The geoid height was determined by GEOID03.
 BV1551
 BV1551;                    North         East     Units Scale Factor Converg.
 BV1551;SPC MS E     -   231,636.251   320,215.968   MT  0.99995504   +0 06 41.7
 BV1551;SPC MS E     -   759,959.93  1,050,575.22   sFT  0.99995504   +0 06 41.7
 BV1551;UTM  16      - 3,496,057.795   346,264.062   MT  0.99989151   -0 50 56.2
 BV1551
 BV1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1551!SPC MS E     -   0.99998883  x   0.99995504  =   0.99994387
 BV1551!UTM  16      -   0.99998883  x   0.99989151  =   0.99988034
 BV1551
 BV1551|---------------------------------------------------------------------|
 BV1551| PID    Reference Object                     Distance      Geod. Az  |
 BV1551|                                                           dddmmss.s |
 BV1551| BV2054 HOUSE RM 2                           35.607 METERS 05112     |
 BV1551| BV2055 HOUSE AZ MK                                        1561907.2 |
 BV1551| BV1480 STONEY LOOKOUT TOWER                APPROX.22.5 KM 1911918.6 |
 BV1551| BV1479 PINEY WOODS LOOKOUT TOWER           APPROX.17.9 KM 2203518.7 |
 BV1551| BV2053 HOUSE RM 1                           27.118 METERS 32045     |
 BV1551| BV1556 WAYNESBORO WELLS LAMONT WATER TANK  APPROX. 9.9 KM 3440158.7 |
 BV1551| BV1557 WAYNESBORO MUNICIPAL WATER TANK     APPROX.10.1 KM 3445821.9 |
 BV1551| BV1558 WAYNESBORO CONSUMERS BOX CO TANK    APPROX. 9.3 KM 3475515.6 |
 BV1551|---------------------------------------------------------------------|
 BV1551
 BV1551                          SUPERSEDED SURVEY CONTROL
 BV1551
 BV1551  NAD 83(1993)-  31 35 21.63998(N)    088 37 13.17443(W) AD(       ) 1
 BV1551  NAD 83(1986)-  31 35 21.64794(N)    088 37 13.17400(W) AD(       ) 1
 BV1551  NAD 27      -  31 35 21.05426(N)    088 37 13.05570(W) AD(       ) 1
 BV1551  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG    3  
 BV1551
 BV1551.Superseded values are not recommended for survey control.
 BV1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1551.See file dsdata.txt to determine how the superseded data were derived.
 BV1551
 BV1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4626496058(NAD 83)
 BV1551_MARKER: DS = TRIANGULATION STATION DISK
 BV1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1551_SP_SET: CONCRETE POST
 BV1551_STAMPING: HOUSE 1939
 BV1551_MARK LOGO: CGS   
 BV1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1551+STABILITY: SURFACE MOTION
 BV1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1551+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1991
 BV1551
 BV1551  HISTORY     - Date     Condition        Report By
 BV1551  HISTORY     - 1939     MONUMENTED       CGS
 BV1551  HISTORY     - 1939     GOOD             CGS
 BV1551  HISTORY     - 1956     GOOD             CGS
 BV1551  HISTORY     - 1961     GOOD             MSHD
 BV1551  HISTORY     - 1964     GOOD             MSHD
 BV1551  HISTORY     - 19910719 GOOD             MSHD
 BV1551
 BV1551                          STATION DESCRIPTION
 BV1551
 BV1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1551'STATION IS ON THE CENTER OF A HIGH HILL, ON CUT-OVER TIMBERLAND WHICH
 BV1551'IS MOSTLY COVERED WITH SMALL BLACK JACK OAK TREES AND A FEW SMALL
 BV1551'PINES. IT IS IN THE CENTER OF THE W SIDE OF SEC. 8, T 7 N, R 6 W.
 BV1551'IT IS ABOUT 6 MILES S OF WAYNESBORO AND ABOUT 7 MILES NW OF
 BV1551'BUCATUNNA.  IT IS 39 FEET W OF THE CENTER OF THE ROAD CROSSING THE
 BV1551'TOP OF THE HILL, 14 FEET SW OF A LONE PINE TREE AND 36 FEET ESE
 BV1551'OF A TRIANGULAR BLAZED 6-INCH OAK TREE. THE MARK
 BV1551'IS STAMPED HOUSE 1939.
 BV1551'
 BV1551'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1551'BRONZE DISKS SET IN CONCRETE.
 BV1551'
 BV1551'REFERENCE MARK NO. 1 IS 88.98 FEET N OF THE STATION AND 15 FEET W OF
 BV1551'THE CENTER OF THE WOODS ROAD. THE MARK PROJECTS 8 INCHES
 BV1551'ABOVE GROUND AND IS STAMPED HOUSE NO. 1 1939.
 BV1551'
 BV1551'REFERENCE MARK NO. 2 IS 116.83 FEET ENE OF THE STATION AND 78 FEET
 BV1551'E OF THE CENTER OF THE WOODS ROAD. THE MARK PROJECTS 6
 BV1551'INCHES ABOVE GROUND AND IS STAMPED HOUSE NO. 2 1939.
 BV1551'
 BV1551'THE AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION, S 21 DEG 30 MIN E
 BV1551'AND 71 FEET WSW OF THE WOODS ROAD. THE MARK
 BV1551'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED HOUSE 1939.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 90-FOOT TOWER AT BOYKIN.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 64-FOOT TOWER AT WOOD.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 64-FOOT TOWER AT COWHILL.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 77-FOOT TOWER AT JOE.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 64-FOOT TOWER AT
 BV1551'ROBINSON.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 77-FOOT TOWER AT LITTLE.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 64-FOOT TOWER AT BREWER.
 BV1551'
 BV1551'A 64-FOOT TOWER IS NEEDED AT HOUSE TO SEE A 64-FOOT TOWER AT CHICK.
 BV1551'
 BV1551'TO REACH THE STATION FROM THE RAILROAD FREIGHT DEPOT IN BUCATUNNA
 BV1551'DRIVE N ON THE OLD U.S. HIGHWAY FOR 1.5 MILES TO A T-ROAD (CHICORO
 BV1551'ROAD), TURN LEFT ON THIS ROAD AND DRIVE W FOR 1.1 MILES TO A FORKS,
 BV1551'TAKE THE RIGHT FORK AND DRIVE 0.3 MILE TO ANOTHER FORK, TAKE THE
 BV1551'RIGHT FORK AND DRIVE 0.45 MILE TO THE FORKS AT THE VILLAGE OF
 BV1551'CHICORO, TAKE THE RIGHT FORK AND FOLLOW THE ROAD ACROSS THE
 BV1551'BRIDGE TO A ROAD LEADING W, TURN LEFT AND DRIVE W AND NW FOR 0.8
 BV1551'MILE TO A FORK, TAKE THE RIGHT FORK AND DRIVE 3.8 MILES TO A
 BV1551'TRIANGULAR-BLAZED 14-INCH PINE TREE ON THE RIGHT SIDE OF THE ROAD,
 BV1551'TURN LEFT AND DRIVE S ON AN OLD WOODS ROAD FOR 0.3 MILE TO A DIM
 BV1551'WOODS ROAD ON THE LEFT SIDE OF THE ROAD JUST AFTER PASSING A
 BV1551'TRAINGULAR-BLAZED OAK TREE ON THE LEFT, TURN LEFT AND FOLLOW THE
 BV1551'WOODS TRAIL E AND NE FOR 0.64 MILE TO A FORK, TAKE THE LEFT
 BV1551'FORK UP THE HILL FOR 0.15 MILE TO A CROSS ROAD, CONTINUE
 BV1551'STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON THE W SIDE OF THE
 BV1551'ROAD.
 BV1551'
 BV1551'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BV1551
 BV1551                          STATION RECOVERY (1939)
 BV1551
 BV1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 BV1551'RECOVERED IN GOOD CONDITION.
 BV1551
 BV1551                          STATION RECOVERY (1956)
 BV1551
 BV1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1551'THE STATION REFERENCE MARKS 1 AND 2
 BV1551'AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD CONDITION.
 BV1551'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS AND AZIMUTH MARK
 BV1551'CHECKED WITH THE 1939 DISTANCES AND DIRECTIONS.
 BV1551'
 BV1551'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BV1551'
 BV1551'THE STATION IS ABOUT 7 MILES NORTHWEST OF BUCKATUNNA AND 6 MILES
 BV1551'SOUTH OF WAYNESBORO. IT IS IN THE CENTER OF THE WEST SIDE OF SECTION
 BV1551'8, T 7 N, R 6 W AND ON LAND OWNED BY MR. JIM HOUSE. IT IS 42 FEET
 BV1551'WEST OF THE CENTER OF A NORTH-SOUTH WOODS ROAD, 16 FEET EAST OF A
 BV1551'12 INCH PINE TREE AND 2 FEET NORTHEAST OF A WHITE WITNESS POST. THE
 BV1551'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HOUSE 1939.
 BV1551'
 BV1551'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BV1551'HIGHWAY 63 JUST SOUTHWEST OF THE WAYNE COUNTY COURTHOUSE IN
 BV1551'WAYNESBORO, GO SOUTH ON STATE HIGHWAY 63 FOR 4.1 MILES TO A SIDE
 BV1551'ROAD LEFT. TURN LEFT AND GO EAST ON GRADED DIRT ROAD FOR 1.7 MILES
 BV1551'TO A T-INTERSECTION. TURN LEFT AND GO NORTHEAST AND EAST FOR 0.5
 BV1551'MILE TO A FORK. TURN LEFT AND GO NORTHEAST ON GRADED ROAD FOR 1.9
 BV1551'MILES TO A WOODS ROAD RIGHT AT A TRIANGULAR BLAZED PINE TREE ON
 BV1551'THE RIGHT.  TURN RIGHT AND GO EAST ON WOODS ROAD FOR 0.1 MILE TO
 BV1551'A HOUSE. TURN RIGHT AND FOLLOW WINDING WOODS ROAD SOUTHWEST
 BV1551'ACROSS A SMALL CREEK AND UP HILL FOR 0.35 MILE TO A FORK. TAKE
 BV1551'LEFT FORK AND CONTINUE STRAIGHT AHEAD IN A SOUTHERLY DIRECTION
 BV1551'FOR 0.15 MILE TO A WOODS CROSSROAD. TURN RIGHT AND GO WEST ON
 BV1551'WOODS ROAD FOR 0.2 MILE TO TOP OF HILL AND STATION ON THE LEFT AS
 BV1551'DESCRIBED.
 BV1551'
 BV1551'REFERENCE MARK 1 IS 16 FEET WEST OF THE CENTER OF WOODS ROAD AND 9
 BV1551'FEET SOUTHEAST OF A 12 INCH PINE TREE AND ON ABOUT THE SAME
 BV1551'ELEVATION AS THE STATION MARK. THE MARK PROJECTS ABOUT 8 INCHES AND
 BV1551'THE DISK IS STAMPED HOUSE NO 1 1939.
 BV1551'
 BV1551'REFERENCE MARK 2 IS 77 FEET EAST OF THE CENTER OF WOODS ROAD AND ON
 BV1551'ABOUT THE SAME ELEVATION AS THE STATION MARK. THE MARK PROJECTS
 BV1551'ABOUT 8 INCHES AND THE DISK IS STAMPED HOUSE NO 2 1939.
 BV1551'
 BV1551'THE AZIMUTH MARK IS 71 FEET SOUTHWEST OF THE CENTER OF WOODS ROAD
 BV1551'AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6
 BV1551'INCHES AND THE DISK IS STAMPED HOUSE 1939.
 BV1551'
 BV1551'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WOODS ROAD
 BV1551'FOR 0.25 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 BV1551'
 BV1551'HEIGHT OF LIGHT ABOVE THE GROUND 26 METERS.
 BV1551
 BV1551                          STATION RECOVERY (1961)
 BV1551
 BV1551'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV1551'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE FOUND AS
 BV1551'DESCRIBED AND IN GOOD CONDITION. THE 1956 RECOVERY DESCRIPTION IS
 BV1551'CORRECT AND ADEQUATE.
 BV1551
 BV1551                          STATION RECOVERY (1964)
 BV1551
 BV1551'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1551'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV1551'
 BV1551'THE STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK DESCRIPTIONS ARE
 BV1551'ADEQUATE.
 BV1551'
 BV1551'METAL WITNESS POSTS WERE SET 1.0 FOOT NORTH OF THE STATION, R.M. NO.
 BV1551'1, R.M. NO. 2, AND THE AZIMUTH.
 BV1551'
 BV1551'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 12-INCH SQUARE,
 BV1551'CONCRETE POSTS.
 BV1551
 BV1551                          STATION RECOVERY (1991)
 BV1551
 BV1551'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV1551'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF BUCKATUNNA,
 BV1551'ABOUT 100 YDS NORTHWEST OF THE TOP OF A HILL ON A HIGH POWER LINE
 BV1551'R.O.W., 6.0 MI (9.7 KM) SOUTHEAST OF WAYNESBORO AND IS IN SECTION 7,
 BV1551'T 7N, R 6W.
 BV1551'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 63 AND U.S. HIGHWAY 84
 BV1551'NEAR THE COURTHOUSE IN WAYNESBORO, GO SOUTHEAST ON STATE HIGHWAY 63
 BV1551'FOR 5.1 MI (8.2 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST AND
 BV1551'SOUTH ON A PAVED ROAD FOR 1.75 MI (2.82 KM) TO A T INTERSECTION,
 BV1551'TURN LEFT AND GO EAST AND SOUTH ON A PAVED ROAD FOR 0.5 MI (0.8 KM)
 BV1551'TO A FORK, TAKE THE LEFT FORK AND GO EAST ON A PAVED ROAD FOR 1.95 MI
 BV1551'(3.14 KM) TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON
 BV1551'A GRAVEL DRIVEWAY FOR ABOUT 100 YDS TO A WOODS ROAD ON THE RIGHT JUST
 BV1551'BEFORE REACHING A BRICK HOUSE, TURN RIGHT AND GO WEST ON A WOODS ROAD
 BV1551'FOR 0.45 MI (0.72 KM) TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 BV1551'SOUTH ON A WOODS ROAD FOR 0.1 MI (0.2 KM) TO A HIGH POWER LINE
 BV1551'CROSSING AND A TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST
 BV1551'ON A TRACK ROAD ALONG THE HIGH POWER LINE FOR 0.15 MI (0.24 KM) TO
 BV1551'THE MARK ON THE RIGHT.
 BV1551'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV1551'PROJECTING 6 INCHES, 328.0 FT (100.0 M) NORTHWEST OF THE NORTHEAST
 BV1551'POWER POLE, 115.0 FT (35.1 M) SOUTHEAST OF THE NORTHEAST POWER POLE,
 BV1551'29.0 FT (8.8 M) NORTHEAST OF THE CENTER OF A TRACK ROAD, 11.0 FT
 BV1551'(3.4 M) NORTHEAST OF THE CENTER OF A HIGH POWER LINE AND 1.0 FT
 BV1551'(0.3 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1322 ***********************************************************************
 CO1322  DESIGNATION -  HOUSTON
 CO1322  PID         -  CO1322
 CO1322  STATE/COUNTY-  MS/NESHOBA
 CO1322  USGS QUAD   -  UNION WEST (1982)
 CO1322
 CO1322                         *CURRENT SURVEY CONTROL
 CO1322  ___________________________________________________________________
 CO1322* NAD 83(1993)-  32 36 05.92673(N)    089 13 09.13836(W)     ADJUSTED  
 CO1322* NAVD 88     -       181.0    (meters)     594.     (feet)  VERTCON   
 CO1322  ___________________________________________________________________
 CO1322  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CO1322  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CO1322  HORZ ORDER  -  FIRST
 CO1322
 CO1322.The horizontal coordinates were established by classical geodetic methods
 CO1322.and adjusted by the National Geodetic Survey in May 1994.
 CO1322
 CO1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1322
 CO1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1322
 CO1322.The geoid height was determined by GEOID03.
 CO1322
 CO1322;                    North         East     Units Scale Factor Converg.
 CO1322;SPC MS E     -   343,929.498   263,779.563   MT  0.99996617   -0 12 28.5
 CO1322;SPC MS E     - 1,128,375.36    865,416.78   sFT  0.99996617   -0 12 28.5
 CO1322;UTM  16      - 3,609,300.535   291,742.525   MT  1.00013484   -1 11 46.1
 CO1322
 CO1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1322!SPC MS E     -   0.99997590  x   0.99996617  =   0.99994208
 CO1322!UTM  16      -   0.99997590  x   1.00013484  =   1.00011074
 CO1322
 CO1322|---------------------------------------------------------------------|
 CO1322| PID    Reference Object                     Distance      Geod. Az  |
 CO1322|                                                           dddmmss.s |
 CO1322| CO1323 HOUSTON RM A 1970                    28.753 METERS 08149     |
 CO1322| CG2056 HOUSTON AZ MK                                      2002719.6 |
 CO1322| CG2057 HOUSTON RM 1                         28.658 METERS 20813     |
 CO1322| CG2058 HOUSTON RM 2                         23.279 METERS 30657     |
 CO1322| CO1328 DIXON                               APPROX. 8.8 KM 3394636.0 |
 CO1322|---------------------------------------------------------------------|
 CO1322
 CO1322                          SUPERSEDED SURVEY CONTROL
 CO1322
 CO1322  NAD 83(1986)-  32 36 05.93732(N)    089 13 09.14067(W) AD(       ) 1
 CO1322  NAD 27      -  32 36 05.44175(N)    089 13 08.91830(W) AD(       ) 1
 CO1322  NGVD 29 (07/19/86)  181.0    (m)          594.     (f) VERT ANG    3  
 CO1322
 CO1322.Superseded values are not recommended for survey control.
 CO1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1322.See file dsdata.txt to determine how the superseded data were derived.
 CO1322
 CO1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9174309301(NAD 83)
 CO1322_MARKER: DS = TRIANGULATION STATION DISK
 CO1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1322+STABILITY: SURFACE MOTION
 CO1322
 CO1322  HISTORY     - Date     Condition        Report By
 CO1322  HISTORY     - 1970     MONUMENTED       NGS
 CO1322
 CO1322                          STATION DESCRIPTION
 CO1322
 CO1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1322'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF PHILADELPHIA,
 CO1322'6 MILES WEST-NORTHWEST OF UNION, IN THE NE 1/4 SEC. 25, T9 N,
 CO1322'R 10 E, ON PROPERTY OWNED BY MR. M. L. HOUSTON AND ON THE HIGHEST
 CO1322'POINT OF A HIGH KNOLL JUST NORTH OF MR. HOUSTONS HOUSE.
 CO1322'
 CO1322'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 492 IN
 CO1322'UNION, GO WEST ON STATE HIGHWAY 492 FOR 1.4 MILES TO A SIDE
 CO1322'ROAD RIGHT AND A STORE AND SERVICE STATION IN THE NORTHWEST
 CO1322'ANGLE.  TURN RIGHT AND GO NORTHWESTERLY ON A PAVED ROAD FOR 5.2
 CO1322'MILES TO A Y-FORK.  (CONTINUE WEST ON PAVED ROAD FOR 0.1 MILE
 CO1322'TO THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT AND GO NORTH ON
 CO1322'GRADED ROAD FOR 0.1 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND
 CO1322'CONTINUE NORTH FOR ABOUT 100 YARDS TO A DRIVEWAY ON THE
 CO1322'RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY, PASSING TO
 CO1322'THE NORTH OF THE HOUSE, TO A GATE.  PASS THROUGH GATE AND GO
 CO1322'NORTHWEST UPHILL FOR ABOUT 10 YARDS TO TOP OF THE KNOLL
 CO1322'AND THE STATION MARK.
 CO1322'
 CO1322'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY TREES
 CO1322'AND THE HILL.
 CO1322'
 CO1322'THE STATION MARK IS A STANDARD DISK STAMPED HOUSTON 1970, SET
 CO1322'FLUSH WITH THE GROUND SURFACE AND IN THE TOP OF A 12-INCH
 CO1322'CYLINDRICAL CONCRETE MONUMENT.  IT IS 17.7 FEET NORTHWEST OF A
 CO1322'8-INCH PINE TREE WITH TRIANGLE BLAZE AND 14.3 FEET EAST OF A
 CO1322'6-INCH PINE TREE WITH TRIANGLE BLAZE.
 CO1322'
 CO1322'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOUSTON NO 1 1970,
 CO1322'SET FLUSH WITH THE GROUND SURFACE AND IN THE TOP OF A 12-INCH
 CO1322'CYLINDRICAL CONCRETE MONUMENT.  IT IS 29 FEET EAST OF THE CENTER
 CO1322'OF THE GRADED ROAD, 9 FEET EAST OF A 12-INCH DIAMETER PINE TREE
 CO1322'AND FENCE CORNER AND 0.7 FOOT NORTH OF THE FENCE.
 CO1322'
 CO1322'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOUSTON NO 2 1970,
 CO1322'SET FLUSH WITH THE GROUND SURFACE AND IN THE TOP OF A 12-INCH
 CO1322'CYLINDRICAL CONCRETE MONUMENT.  IT IS 64 FEET NORTHWEST OF THE
 CO1322'6-INCH PINE TREE WITH TRIANGLE BLAZE, 12 FEET SOUTH OF THE
 CO1322'CENTER OF A TRACK ROAD AND IN A FENCE LINE.
 CO1322'
 CO1322'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOUSTON 1970, SET
 CO1322'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CO1322'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET SOUTH
 CO1322'OF THE CENTER OF THE PAVED ROAD, 18 FEET EAST OF A POWER LINE
 CO1322'POLE AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1322'
 CO1322'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1323 ***********************************************************************
 CO1323  DESIGNATION -  HOUSTON RM A 1970
 CO1323  PID         -  CO1323
 CO1323  STATE/COUNTY-  MS/NESHOBA
 CO1323  USGS QUAD   -  UNION WEST (1982)
 CO1323
 CO1323                         *CURRENT SURVEY CONTROL
 CO1323  ___________________________________________________________________
 CO1323* NAD 83(1993)-  32 36 06.05962(N)    089 13 08.04690(W)     ADJUSTED  
 CO1323* NAVD 88     -       179.2    (meters)     588.     (feet)  VERTCON   
 CO1323  ___________________________________________________________________
 CO1323  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CO1323  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CO1323  HORZ ORDER  -  FIRST
 CO1323
 CO1323.The horizontal coordinates were established by classical geodetic methods
 CO1323.and adjusted by the National Geodetic Survey in May 1994.
 CO1323
 CO1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1323
 CO1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1323
 CO1323.The geoid height was determined by GEOID03.
 CO1323
 CO1323;                    North         East     Units Scale Factor Converg.
 CO1323;SPC MS E     -   343,933.489   263,808.037   MT  0.99996615   -0 12 27.9
 CO1323;SPC MS E     - 1,128,388.46    865,510.20   sFT  0.99996615   -0 12 27.9
 CO1323;UTM  16      - 3,609,304.034   291,771.068   MT  1.00013469   -1 11 45.5
 CO1323
 CO1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1323!SPC MS E     -   0.99997619  x   0.99996615  =   0.99994234
 CO1323!UTM  16      -   0.99997619  x   1.00013469  =   1.00011087
 CO1323
 CO1323|---------------------------------------------------------------------|
 CO1323| PID    Reference Object                     Distance      Geod. Az  |
 CO1323|                                                           dddmmss.s |
 CO1323| CO1322 HOUSTON                              28.753 METERS 26149     |
 CO1323| CO1328 DIXON                               APPROX. 8.8 KM 3393538.2 |
 CO1323|---------------------------------------------------------------------|
 CO1323
 CO1323                          SUPERSEDED SURVEY CONTROL
 CO1323
 CO1323  NAD 83(1986)-  32 36 06.07019(N)    089 13 08.04934(W) AD(       ) 1
 CO1323  NAD 27      -  32 36 05.57463(N)    089 13 07.82686(W) AD(       ) 1
 CO1323  NGVD 29 (07/19/86)  179.2    (m)          588.     (f) VERT ANG    3  
 CO1323
 CO1323.Superseded values are not recommended for survey control.
 CO1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1323.See file dsdata.txt to determine how the superseded data were derived.
 CO1323
 CO1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB9177109304(NAD 83)
 CO1323_MARKER: DS = TRIANGULATION STATION DISK
 CO1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1323+STABILITY: SURFACE MOTION
 CO1323
 CO1323  HISTORY     - Date     Condition        Report By
 CO1323  HISTORY     - 1970     MONUMENTED       NGS
 CO1323
 CO1323                          STATION DESCRIPTION
 CO1323
 CO1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CO1323'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF
 CO1323'PHILADELPHIA, 6 MILES WEST-NORTHWEST OF UNION, IN THE
 CO1323'NORTHEAST 1/4 OF SECTION 25, T9N, R10E, ON THE PROPERTY OWNED BY
 CO1323'MR. M. L. HOUSTON AND ON THE HIGHEST POINT OF A KNOLL JUST NORTH
 CO1323'OF MR. HOUSTONS HOUSE.
 CO1323'
 CO1323'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 CO1323'DISK STAMPED HOUSTON RM A 1970, SET IN THE TOP OF A ROUND
 CO1323'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS
 CO1323'FLUSH WITH THE GROUND SURFACE.  IT IS 103 FEET NORTH OF THE
 CO1323'NORTHEAST CORNER OF A SMALL SHED, 49.5 FEET NORTHWEST OF A
 CO1323'FENCE CORNER AND 34.5 FEET WEST OF A FENCE.
 CO1323'
 CO1323'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CO1323'AND THE DIRECTION AND THE DISTANCE REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1458 ***********************************************************************
 CO1458  DESIGNATION -  HOWARD
 CO1458  PID         -  CO1458
 CO1458  STATE/COUNTY-  MS/NESHOBA
 CO1458  USGS QUAD   -  EDINBURG (1989)
 CO1458
 CO1458                         *CURRENT SURVEY CONTROL
 CO1458  ___________________________________________________________________
 CO1458* NAD 83(2007)-  32 48 53.30725(N)    089 18 19.99710(W)     ADJUSTED  
 CO1458* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 CO1458  ___________________________________________________________________
 CO1458  EPOCH DATE  -        2002.00
 CO1458  X           -      65,032.758 (meters)                     COMP
 CO1458  Y           -  -5,365,318.743 (meters)                     COMP
 CO1458  Z           -   3,436,767.218 (meters)                     COMP
 CO1458  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CO1458  ELLIP HEIGHT-          95.112 (meters)          (02/10/07) ADJUSTED
 CO1458  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CO1458
 CO1458  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1458  Type    PID    Designation                      North   East  Ellip
 CO1458  -------------------------------------------------------------------
 CO1458  NETWORK CO1458 HOWARD                            1.84   4.96   4.80
 CO1458  -------------------------------------------------------------------
 CO1458
 CO1458.The horizontal coordinates were established by GPS observations
 CO1458.and adjusted by the National Geodetic Survey in February 2007.
 CO1458
 CO1458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1458.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1458.The horizontal coordinates are valid at the epoch date displayed above.
 CO1458.The epoch date for horizontal control is a decimal equivalence
 CO1458.of Year/Month/Day.
 CO1458
 CO1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1458
 CO1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1458
 CO1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1458
 CO1458.The ellipsoidal height was determined by GPS observations
 CO1458.and is referenced to NAD 83.
 CO1458
 CO1458.The geoid height was determined by GEOID03.
 CO1458
 CO1458;                    North         East     Units Scale Factor Converg.
 CO1458;SPC MS E     -   367,600.786   255,779.430   MT  0.99997410   -0 15 21.3
 CO1458;SPC MS E     - 1,206,036.91    839,169.68   sFT  0.99997410   -0 15 21.3
 CO1458;UTM  16      - 3,633,111.055   284,151.639   MT  1.00017452   -1 14 59.7
 CO1458
 CO1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1458!SPC MS E     -   0.99998507  x   0.99997410  =   0.99995917
 CO1458!UTM  16      -   0.99998507  x   1.00017452  =   1.00015958
 CO1458
 CO1458:                Primary Azimuth Mark                     Grid Az
 CO1458:SPC MS E     -  HOWARD AZ MK                             261 44 22.0
 CO1458:UTM  16      -  HOWARD AZ MK                             262 44 00.4
 CO1458
 CO1458|---------------------------------------------------------------------|
 CO1458| PID    Reference Object                     Distance      Geod. Az  |
 CO1458|                                                           dddmmss.s |
 CO1458| CO1459 HOWARD AZ MK                        484.672 METERS 2612900.7 |
 CO1458|---------------------------------------------------------------------|
 CO1458
 CO1458                          SUPERSEDED SURVEY CONTROL
 CO1458
 CO1458  ELLIP H (04/15/02)   95.069  (m)                       GP(       ) 4 1
 CO1458  NAD 83(1993)-  32 48 53.30854(N)    089 18 19.99545(W) AD(       ) 1
 CO1458  ELLIP H (05/13/94)   95.145  (m)                       GP(       ) 4 1
 CO1458  NAD 83(1986)-  32 48 53.31992(N)    089 18 19.99414(W) AD(       ) 1
 CO1458  NAD 27      -  32 48 52.83998(N)    089 18 19.75421(W) AD(       ) 3
 CO1458  NGVD 29 (02/20/88)  122.8    (m)          403.     (f) GPS OBS     3  
 CO1458
 CO1458.Superseded values are not recommended for survey control.
 CO1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1458.See file dsdata.txt to determine how the superseded data were derived.
 CO1458
 CO1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8415233111(NAD 83)
 CO1458_MARKER: DS = TRIANGULATION STATION DISK
 CO1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1458+STABILITY: SURFACE MOTION
 CO1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1458+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CO1458
 CO1458  HISTORY     - Date     Condition        Report By
 CO1458  HISTORY     - 1987     MONUMENTED       NGS
 CO1458  HISTORY     - 1988     GOOD             NGS
 CO1458
 CO1458                          STATION DESCRIPTION
 CO1458
 CO1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CO1458'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 CO1458'WEST-NORTHWEST OF PHILADELPHIA,
 CO1458'4.0 KM (2.5 MI) NORTHEAST OF EDINBURG, AND
 CO1458'2.4 KM (1.5 MI) NORTH OF STATE HIGHWAY 16.
 CO1458'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 CO1458'
 CO1458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15, 16,
 CO1458'AND 21, ABOUT 3.2 KM (2.0 MI) WEST OF THE CENTER OF PHILADELPHIA, GO
 CO1458'WEST FOR 18.2 KM (11.3 MI) ON HIGHWAY 16 TO THE JUNCTION OF STATE
 CO1458'HIGHWAY 427 ON THE LEFT.
 CO1458'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.4 KM (0.25 MI) ON HIGHWAY
 CO1458'16 TO A PAVED SIDE ROAD ON THE RIGHT AT EDINBURG.
 CO1458'TURN RIGHT AND GO NORTH FOR 1.0 KM (0.65 MI) ON PAVED ROAD TO A
 CO1458'PAVED SIDE ROAD ON THE RIGHT.
 CO1458'TURN RIGHT AND GO EAST FOR 3.1 KM (1.9 MI) ON PAVED ROAD TO A HOUSE
 CO1458'ON THE RIGHT AND AZIMUTH MARK ON THE LEFT.
 CO1458'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON PAVED
 CO1458'ROAD TO A SIDE ROAD ON THE RIGHT.
 CO1458'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.15 MI) ON PAVED
 CO1458'ROAD TO THE STATION ON THE LEFT, AT CURVE IN ROAD.
 CO1458'
 CO1458'THE STATION IS A STANDARD NGS DISK
 CO1458'STAMPED---HOWARD 1987---,
 CO1458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CO1458'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CO1458'32.85 METERS (107.8 FT) SOUTH FROM A WOODEN MAILBOX POST,
 CO1458'31.70 METERS (104.0 FT) SOUTHWEST FROM A SMALL TWIN-TRUNKED
 CO1458'SWEETGUM TREE AND ACROSS THE ROAD,
 CO1458'10.97 METERS (36.0 FT) WEST FROM THE CENTER OF THE PAVED ROAD, AND
 CO1458'1.10 METERS (3.6 FT) EAST FROM A FIBERGLASS WITNESS POST IN FENCE
 CO1458'LINE.
 CO1458'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CO1458'STAMPED---HOWARD 1987---,
 CO1458'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CO1458'
 CO1458'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
 CO1458
 CO1458                          STATION RECOVERY (1988)
 CO1458
 CO1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 CO1458'THE STATION WAS RECOVERED AT THIS DATE.
 CO1458'THE STATION WAS RECOVERED AS DESCRIBED IN 1987 DESCRIPTION.
 CO1458'
 CO1458'DESCRIBED BY C.L. SMITH, TYPED BY C.L. SMITH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK3010 ***********************************************************************
 DK3010  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3010  DESIGNATION -  HOWARD
 DK3010  PID         -  DK3010
 DK3010  STATE/COUNTY-  MS/HINDS
 DK3010  USGS QUAD   -  JACKSON (1998)
 DK3010
 DK3010                         *CURRENT SURVEY CONTROL
 DK3010  ___________________________________________________________________
 DK3010* NAD 83(2007)-  32 20 43.22968(N)    090 13 29.88011(W)     ADJUSTED  
 DK3010* NAVD 88     -       108.42   (meters)     355.7    (feet)  GPS OBS   
 DK3010  ___________________________________________________________________
 DK3010  EPOCH DATE  -        2002.00
 DK3010  X           -     -21,177.965 (meters)                     COMP
 DK3010  Y           -  -5,393,695.059 (meters)                     COMP
 DK3010  Z           -   3,392,889.895 (meters)                     COMP
 DK3010  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DK3010  ELLIP HEIGHT-          82.094 (meters)          (02/07/08) ADJUSTED
 DK3010  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DK3010  HORZ ORDER  -  FIRST
 DK3010  ELLP ORDER  -  FOURTH    CLASS II
 DK3010
 DK3010.The horizontal coordinates were established by GPS observations
 DK3010.and adjusted by the National Geodetic Survey in February 2008.
 DK3010
 DK3010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3010.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3010.The horizontal coordinates are valid at the epoch date displayed above.
 DK3010.The epoch date for horizontal control is a decimal equivalence
 DK3010.of Year/Month/Day.
 DK3010
 DK3010.The orthometric height was determined by GPS observations and a
 DK3010.high-resolution geoid model.
 DK3010.The orthometric height was determined by GPS observations and a
 DK3010.high-resolution geoid model using precise GPS observation and
 DK3010.processing techniques.
 DK3010
 DK3010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3010
 DK3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3010
 DK3010.The ellipsoidal height was determined by GPS observations
 DK3010.and is referenced to NAD 83.
 DK3010
 DK3010.The geoid height was determined by GEOID03.
 DK3010
 DK3010;                    North         East     Units Scale Factor Converg.
 DK3010;SPC MS W     -   315,447.418   710,200.830   MT  0.99995128   +0 03 28.7
 DK3010;SPC MS W     - 1,034,930.40  2,330,050.56   sFT  0.99995128   +0 03 28.7
 DK3010;UTM  15      - 3,582,100.754   761,173.501   MT  1.00044125   +1 29 08.0
 DK3010
 DK3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3010!SPC MS W     -   0.99998711  x   0.99995128  =   0.99993839
 DK3010!UTM  15      -   0.99998711  x   1.00044125  =   1.00042835
 DK3010
 DK3010|---------------------------------------------------------------------|
 DK3010| PID    Reference Object                     Distance      Geod. Az  |
 DK3010|                                                           dddmmss.s |
 DK3010| DK3012 LEVY                                157.932 METERS 05158     |
 DK3010| DK3013 LEVY AZIMUTH MARK                   309.823 METERS 06341     |
 DK3010| DK3011 HOWARD AZIMUTH MARK                 160.112 METERS 33750     |
 DK3010|---------------------------------------------------------------------|
 DK3010
 DK3010                          SUPERSEDED SURVEY CONTROL
 DK3010
 DK3010.No superseded survey control is available for this station.
 DK3010
 DK3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6117482101(NAD 83)
 DK3010_MARKER: DV = VERTICAL CONTROL DISK
 DK3010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK3010_SP_SET: CONCRETE CULVERT HEADWALL
 DK3010_STAMPING: HOWARD 2007
 DK3010_MARK LOGO: NGS   
 DK3010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3010+STABILITY: SURFACE MOTION
 DK3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3010+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 DK3010
 DK3010  HISTORY     - Date     Condition        Report By
 DK3010  HISTORY     - 20071012 MONUMENTED       NGS
 DK3010
 DK3010                          STATION DESCRIPTION
 DK3010
 DK3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK3010'THE MARK IS LOCATED ON THE HINDS COMMUNITY COLLEGE ACADEMIC AND
 DK3010'TECHNICAL CENTER CAMPUS IN NORTHWESTERN JACKSON, MS.  THE CAMPUS IS
 DK3010'LOCATED ON SUNSET DRIVE, JUST SOUTHWEST OF MEDGAR EVERS BOULEVARD,
 DK3010'NORTH OF HAWKINS FIELD AIRPORT, AND SOUTHEAST OF THE INTERSECTION OF
 DK3010'MEDGAR EVERS WITH NORTHSIDE DRIVE.  THE MARK IS LOCATED IN THE LAWN
 DK3010'BEHIND, SOUTHWEST OF, THE MAIN ACADEMIC BUILDING.
 DK3010' 
 DK3010'THE MARK IS 33 FT (10.1 M) SOUTHWEST OF A STEEL LIGHT POLE ON A
 DK3010'CONCRETE BASE AT THE SOUTHWEST CORNER OF THE PARKING LOT THAT
 DK3010'SURROUNDS THE MAIN BUILDING.  IT IS 81 FT (24.7 M) EAST-NORTHEAST OF
 DK3010'THE CLOSEST POINT OF THE CHAIN LINK FENCE SURROUNDING THE AIRPORT
 DK3010'PROPERTY.
 DK3010' 
 DK3010'THE MARK IS AN NGS BENCH MARK DISK SET IN THE CENTER OF THE TOP OF A
 DK3010'CONCRETE HEADWALL FOR A 1 FT (0.3 M) DIAMETER DRAINAGE PIPE.  THE DISK
 DK3010'IS ABOUT 6 FT (1.8 M) BELOW THE LEVEL OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1459 ***********************************************************************
 CO1459  DESIGNATION -  HOWARD AZ MK
 CO1459  PID         -  CO1459
 CO1459  STATE/COUNTY-  MS/NESHOBA
 CO1459  USGS QUAD   -  EDINBURG (1989)
 CO1459
 CO1459                         *CURRENT SURVEY CONTROL
 CO1459  ___________________________________________________________________
 CO1459* NAD 83(2007)-  32 48 50.97690(N)    089 18 38.42320(W)     ADJUSTED  
 CO1459* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 CO1459  ___________________________________________________________________
 CO1459  EPOCH DATE  -        2002.00
 CO1459  X           -      64,553.934 (meters)                     COMP
 CO1459  Y           -  -5,365,363.792 (meters)                     COMP
 CO1459  Z           -   3,436,707.115 (meters)                     COMP
 CO1459  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CO1459  ELLIP HEIGHT-          95.539 (meters)          (02/10/07) ADJUSTED
 CO1459  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CO1459
 CO1459  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1459  Type    PID    Designation                      North   East  Ellip
 CO1459  -------------------------------------------------------------------
 CO1459  NETWORK CO1459 HOWARD AZ MK                      1.65   4.84   4.78
 CO1459  -------------------------------------------------------------------
 CO1459
 CO1459.The horizontal coordinates were established by GPS observations
 CO1459.and adjusted by the National Geodetic Survey in February 2007.
 CO1459
 CO1459.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1459.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1459.The horizontal coordinates are valid at the epoch date displayed above.
 CO1459.The epoch date for horizontal control is a decimal equivalence
 CO1459.of Year/Month/Day.
 CO1459
 CO1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1459
 CO1459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1459
 CO1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1459
 CO1459.The ellipsoidal height was determined by GPS observations
 CO1459.and is referenced to NAD 83.
 CO1459
 CO1459.The geoid height was determined by GEOID03.
 CO1459
 CO1459;                    North         East     Units Scale Factor Converg.
 CO1459;SPC MS E     -   367,531.152   255,299.799   MT  0.99997463   -0 15 31.3
 CO1459;SPC MS E     - 1,205,808.45    837,596.09   sFT  0.99997463   -0 15 31.3
 CO1459;UTM  16      - 3,633,049.740   283,670.775   MT  1.00017708   -1 15 09.6
 CO1459
 CO1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1459!SPC MS E     -   0.99998500  x   0.99997463  =   0.99995963
 CO1459!UTM  16      -   0.99998500  x   1.00017708  =   1.00016208
 CO1459
 CO1459:                Primary Azimuth Mark                     Grid Az
 CO1459:SPC MS E     -  HOWARD                                   081 44 22.0
 CO1459:UTM  16      -  HOWARD                                   082 44 00.3
 CO1459
 CO1459|---------------------------------------------------------------------|
 CO1459| PID    Reference Object                     Distance      Geod. Az  |
 CO1459|                                                           dddmmss.s |
 CO1459| CO1458 HOWARD                              484.672 METERS 0812850.7 |
 CO1459|---------------------------------------------------------------------|
 CO1459
 CO1459                          SUPERSEDED SURVEY CONTROL
 CO1459
 CO1459  ELLIP H (04/15/02)   95.501  (m)                       GP(       ) 4 1
 CO1459  NAD 83(1993)-  32 48 50.97821(N)    089 18 38.42111(W) AD(       ) 1
 CO1459  ELLIP H (05/13/94)   95.568  (m)                       GP(       ) 4 1
 CO1459  NAD 83(1986)-  32 48 50.98952(N)    089 18 38.42046(W) AD(       ) 1
 CO1459  NGVD 29 (02/20/88)  123.2    (m)          404.     (f) GPS OBS     3  
 CO1459
 CO1459.Superseded values are not recommended for survey control.
 CO1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1459.See file dsdata.txt to determine how the superseded data were derived.
 CO1459
 CO1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB8367133050(NAD 83)
 CO1459_MARKER: DZ = AZIMUTH MARK DISK
 CO1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1459_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1459+STABILITY: SURFACE MOTION
 CO1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1459+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CO1459
 CO1459  HISTORY     - Date     Condition        Report By
 CO1459  HISTORY     - 1987     MONUMENTED       NGS
 CO1459
 CO1459                          STATION DESCRIPTION
 CO1459
 CO1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CO1459'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 CO1459'WEST-NORTHWEST OF PHILADELPHIA,
 CO1459'3.2 KM (2 MI) NORTHEAST OF EDINBURG, AND
 CO1459'2.4 KM (1.5 MI) NORTH OF STATE HIGHWAY 16.
 CO1459'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 CO1459'
 CO1459'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15, 16,
 CO1459'AND 21 ABOUT 3.2 KM (2 MI) WEST OF THE CENTER OF PHILADELPHIA, GO
 CO1459'WEST FOR 18.2 KM (11.3 MI) ON HIGHWAY 16 TO THE JUNCTION OF STATE
 CO1459'HIGHWAY 427 ON THE LEFT.
 CO1459'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.4 KM (0.25 MI) ON HIGHWAY
 CO1459'16 TO A PAVED SIDE ROAD ON THE RIGHT, AT EDINBURG.
 CO1459'TURN RIGHT AND GO NORTH FOR 1.0 KM (0.65 MI) ON THE PAVED ROAD TO A
 CO1459'PAVED SIDE ROAD ON THE RIGHT.
 CO1459'TURN RIGHT AND GO EAST FOR 3.1 KM (1.9 MI) ON THE PAVED ROAD TO A
 CO1459'HOUSE ON THE RIGHT AND STATION ON THE LEFT.
 CO1459'
 CO1459'THE STATION IS A STANDARD NGS DISK
 CO1459'STAMPED---HOWARD 1987---,
 CO1459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CO1459'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CO1459'13.72 METERS (45.0 FT) WEST-SOUTHWEST FROM A POWER POLE WITH GUY
 CO1459'WIRE,
 CO1459'11.43 METERS (37.5 FT) WEST FROM AN OVERHEAD POWERLINE CROSSING
 CO1459'ROAD,
 CO1459'5.94 METERS (19.5 FT) NORTH FROM THE CENTER OF THE PAVED ROAD, AND
 CO1459'1.52 METERS (5.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST, SET IN
 CO1459'FENCE LINE.
 CO1459'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CO1459'STAMPED---HOWARD 1987---,
 CO1459'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CO1459'
 CO1459'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK3011 ***********************************************************************
 DK3011  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3011  DESIGNATION -  HOWARD AZIMUTH MARK
 DK3011  PID         -  DK3011
 DK3011  STATE/COUNTY-  MS/HINDS
 DK3011  USGS QUAD   -  JACKSON (1998)
 DK3011
 DK3011                         *CURRENT SURVEY CONTROL
 DK3011  ___________________________________________________________________
 DK3011* NAD 83(2007)-  32 20 48.04325(N)    090 13 32.19062(W)     ADJUSTED  
 DK3011* NAVD 88     -       108.03   (meters)     354.4    (feet)  GPS OBS   
 DK3011  ___________________________________________________________________
 DK3011  EPOCH DATE  -        2002.00
 DK3011  X           -     -21,238.069 (meters)                     COMP
 DK3011  Y           -  -5,393,615.162 (meters)                     COMP
 DK3011  Z           -   3,393,014.956 (meters)                     COMP
 DK3011  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DK3011  ELLIP HEIGHT-          81.706 (meters)          (02/07/08) ADJUSTED
 DK3011  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DK3011  HORZ ORDER  -  FIRST
 DK3011  ELLP ORDER  -  FOURTH    CLASS II
 DK3011
 DK3011.The horizontal coordinates were established by GPS observations
 DK3011.and adjusted by the National Geodetic Survey in February 2008.
 DK3011
 DK3011.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3011.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3011.The horizontal coordinates are valid at the epoch date displayed above.
 DK3011.The epoch date for horizontal control is a decimal equivalence
 DK3011.of Year/Month/Day.
 DK3011
 DK3011.The orthometric height was determined by GPS observations and a
 DK3011.high-resolution geoid model.
 DK3011.The orthometric height was determined by GPS observations and a
 DK3011.high-resolution geoid model using precise GPS observation and
 DK3011.processing techniques.
 DK3011
 DK3011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3011
 DK3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3011
 DK3011.The ellipsoidal height was determined by GPS observations
 DK3011.and is referenced to NAD 83.
 DK3011
 DK3011.The geoid height was determined by GEOID03.
 DK3011
 DK3011;                    North         East     Units Scale Factor Converg.
 DK3011;SPC MS W     -   315,595.625   710,140.266   MT  0.99995127   +0 03 27.5
 DK3011;SPC MS W     - 1,035,416.65  2,329,851.86   sFT  0.99995127   +0 03 27.5
 DK3011;UTM  15      - 3,582,247.478   761,109.232   MT  1.00044083   +1 29 06.9
 DK3011
 DK3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3011!SPC MS W     -   0.99998717  x   0.99995127  =   0.99993844
 DK3011!UTM  15      -   0.99998717  x   1.00044083  =   1.00042800
 DK3011
 DK3011|---------------------------------------------------------------------|
 DK3011| PID    Reference Object                     Distance      Geod. Az  |
 DK3011|                                                           dddmmss.s |
 DK3011| DK3010 HOWARD                              160.112 METERS 15750     |
 DK3011|---------------------------------------------------------------------|
 DK3011
 DK3011                          SUPERSEDED SURVEY CONTROL
 DK3011
 DK3011.No superseded survey control is available for this station.
 DK3011
 DK3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6110982247(NAD 83)
 DK3011_MARKER: DR = REFERENCE MARK DISK
 DK3011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK3011_SP_SET: TOP OF CONCRETE CURB
 DK3011_STAMPING: HOWARD AZ 2007
 DK3011_MARK LOGO: NGS   
 DK3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3011+STABILITY: SURFACE MOTION
 DK3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3011+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 DK3011
 DK3011  HISTORY     - Date     Condition        Report By
 DK3011  HISTORY     - 20071012 MONUMENTED       NGS
 DK3011
 DK3011                          STATION DESCRIPTION
 DK3011
 DK3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK3011'THE MARK IS LOCATED ON THE HINDS COMMUNITY COLLEGE ACADEMIC AND
 DK3011'TECHNICAL CENTER CAMPUS IN NORTHWESTERN JACKSON, MS.  THE CAMPUS IS
 DK3011'LOCATED ON SUNSET DRIVE, JUST SOUTHWEST OF MEDGAR EVERS BOULEVARD,
 DK3011'NORTH OF HAWKINS FIELD AIRPORT, AND SOUTHEAST OF THE INTERSECTION OF
 DK3011'MEDGAR EVERS WITH NORTHSIDE DRIVE.  THE MARK IS LOCATED WEST OF THE
 DK3011'MAIN BUILDING, ALONG THE NORTH SIDE OF THE BIG BACK PARKING LOT.
 DK3011' 
 DK3011'THE MARK IS 47 FT (14.3 M) NORTH OF A STEEL LIGHT POLE ON A CONCRETE
 DK3011'BASE, 107 FT (32.6 M) WEST OF ANOTHER STEEL LIGHT POLE ON A CONCRETE
 DK3011'BASE, 35 FT (10.7 M) SOUTH OF A CHAIN LINK FENCE, AND 70 FT (21.3 M)
 DK3011'EAST OF THE NORTHWEST CORNER OF THE PARKING LOT.
 DK3011' 
 DK3011'THE MARK IS AN NGS REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 DK3011'CURB, ABOUT 0.4 FT (0.1 M) ABOVE THE LEVEL OF THE LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2055 ***********************************************************************
 BH2055  DESIGNATION -  HOWELL
 BH2055  PID         -  BH2055
 BH2055  STATE/COUNTY-  MS/GEORGE
 BH2055  USGS QUAD   -  HOWELL (1985)
 BH2055
 BH2055                         *CURRENT SURVEY CONTROL
 BH2055  ___________________________________________________________________
 BH2055* NAD 83(1993)-  30 47 09.16879(N)    088 24 54.34918(W)     ADJUSTED  
 BH2055* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 BH2055  ___________________________________________________________________
 BH2055  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BH2055  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH2055  HORZ ORDER  -  FIRST
 BH2055
 BH2055.The horizontal coordinates were established by classical geodetic methods
 BH2055.and adjusted by the National Geodetic Survey in May 1994.
 BH2055
 BH2055.The orthometric height was scaled from a topographic map.
 BH2055
 BH2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2055
 BH2055.The geoid height was determined by GEOID03.
 BH2055
 BH2055;                    North         East     Units Scale Factor Converg.
 BH2055;SPC MS E     -   142,613.749   340,030.493   MT  0.99996976   +0 12 50.6
 BH2055;SPC MS E     -   467,891.94  1,115,583.38   sFT  0.99996976   +0 12 50.6
 BH2055;SPC AL W     -    87,474.180   512,413.723   MT  1.00002793   -0 28 06.3
 BH2055;UTM  16      - 3,406,728.407   364,598.751   MT  0.99982616   -0 43 27.8
 BH2055
 BH2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2055!SPC MS E     -   0.99999398  x   0.99996976  =   0.99996374
 BH2055!SPC AL W     -   0.99999398  x   1.00002793  =   1.00002190
 BH2055!UTM  16      -   0.99999398  x   0.99982616  =   0.99982014
 BH2055
 BH2055|---------------------------------------------------------------------|
 BH2055| PID    Reference Object                     Distance      Geod. Az  |
 BH2055|                                                           dddmmss.s |
 BH2055| DD8939 HOWELL RM 1                          28.816 METERS 05852     |
 BH2055| DD8938 HOWELL AZ MK                                       1052544.5 |
 BH2055| BH2027 TANNER                              APPROX. 8.5 KM 1441214.7 |
 BH2055| BH2056 331                                  37.295 METERS 15011     |
 BH2055| DD8940 HOWELL RM 2                          27.243 METERS 31840     |
 BH2055|---------------------------------------------------------------------|
 BH2055
 BH2055                          SUPERSEDED SURVEY CONTROL
 BH2055
 BH2055  NAD 83(1993)-  30 47 09.16981(N)    088 24 54.34861(W) AD(       ) 1
 BH2055  NAD 83(1986)-  30 47 09.18691(N)    088 24 54.35135(W) AD(       ) 1
 BH2055  NAD 27      -  30 47 08.51100(N)    088 24 54.30600(W) AD(       ) 1
 BH2055
 BH2055.Superseded values are not recommended for survey control.
 BH2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2055.See file dsdata.txt to determine how the superseded data were derived.
 BH2055
 BH2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6459906728(NAD 83)
 BH2055_MARKER: DS = TRIANGULATION STATION DISK
 BH2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2055
 BH2055  HISTORY     - Date     Condition        Report By
 BH2055  HISTORY     - 1942     MONUMENTED       CGS
 BH2055  HISTORY     - 1943     GOOD             CGS
 BH2055  HISTORY     - 1958     GOOD             CGS
 BH2055  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BH2055  HISTORY     - 1971     GOOD             MSHD
 BH2055
 BH2055                          STATION DESCRIPTION
 BH2055
 BH2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2055'STATION IS ABOUT 20 YARDS W OF THE ALABAMA-MISSISSIPPI STATE LINE,
 BH2055'ABOUT 5 MILES NW OF TANNER WILLIAMS, ALABAMA, 6.5 MILES ESE OF
 BH2055'AGRICOLA, MISSISSIPPI, AND ABOUT 4.5 MILES SW OF WILMER, ALABAMA, IN
 BH2055'THE SE 1/4 SEC. 18, T. 3 S, R. 4 W, ON LAND OWNED BY MR. WHATLEY
 BH2055'OF WILMER, ALABAMA.  STATION IS IN THE NW QUADRANT OF CROSSROADS,
 BH2055'ABOUT 70 YARDS N OF A SMALL WHITE HOUSE, 68 FEET N OF AN E-W DIRT
 BH2055'ROAD, AND 42 FEET W OF A DIM WOODS ROAD.  IT IS STAMPED HOWELL 1942
 BH2055'AND PROJECTS 8 INCHES.
 BH2055'
 BH2055'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 BH2055'SET IN CONCRETE,
 BH2055'
 BH2055'REFERENCE MARK NO. 1 IS ACROSS THE WOODS ROAD, 94.56 FEET NE OF THE
 BH2055'STATION.  MARK IS STAMPED HOWELL NO. 1 1942 AND PROJECTS ABOUT
 BH2055'10 INCHES.
 BH2055'
 BH2055'REFERENCE MARK NO. 2 IS SET IN CUT OVER TIMBER LAND, 89.40 FEET NW OF
 BH2055'THE STATION.  MARK IS STAMPED HOWELL NO. 2 1942 AND PROJECTS 10
 BH2055'INCHES.
 BH2055'
 BH2055'AZIMUTH MARK IS E OF STATION 0.2 MILE, 102 FEET E OF A N-S FENCE, 11
 BH2055'FEET W OF W TRACK OF A DIM WOODS TRAIL, AND 228 FEET N OF THE
 BH2055'CENTER LINE OF AN E-W DIRT ROAD.  MARK IS STAMPED HOWELL 1942 AND
 BH2055'PROJECTS 10 INCHES.
 BH2055'
 BH2055'A TRAVERSE CONNECTION WAS MADE TO STATE SURVEY STATION 331.
 BH2055'
 BH2055'THIS MARK IS A STANDARD STATE SURVEY DISK SET IN ROUND CONCRETE POST
 BH2055'PROJECTING ABOUT 5 INCHES.  IT IS 122.52 FEET SE OF STATION
 BH2055'HOWELL, 41 FEET SE OF INTERESECTION CENTER LINE OF CROSSROADS, AND
 BH2055'ABOUT 1 FOOT N OF S RIGHT-OF-WAY FENCE LINE.
 BH2055'
 BH2055'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, MISSISSIPPI,
 BH2055'GO W ON STATE HIGHWAY 15 FOR 0.05 MILE TO JUNCTION WITH STATE
 BH2055'HIGHWAY 63, TURN LEFT (S) FOR 9.2 MILES TO A POINT WHERE HIGHWAY
 BH2055'JOINS AND TURNS RIGHT ALONG RAILROAD TRACK, CONTINUE 0.4 MILE TO A
 BH2055'T-ROAD LEFT (E) ACROSS TRACKS, THEN GO 0.95 MILE TO A FORKS, TAKE
 BH2055'RIGHT FORK FOR 5.25 MILES TO CROSSROADS.  (HOWELL SCHOOL IS IN SW
 BH2055'ANGLE OF CROSSROADS.) TURN RIGHT AND GO 0.3 MILE TO T-ROAD LEFT,
 BH2055'TURN LEFT, E, AND CONTINUE 0.94 MILE TO SMALL WHITE HOUSE ON THE
 BH2055'RIGHT AND STATION ON LEFT.
 BH2055'
 BH2055'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2055
 BH2055                          STATION RECOVERY (1943)
 BH2055
 BH2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2055'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 BH2055'IN EXCELLENT CONDITION.  THE DISTANCES TO MARKS WERE CHECKED
 BH2055'WITHIN THE ALLOWED LIMIT, THE DIRECTIONS WERE CHECKED AND SLIGHT
 BH2055'VARIATION WAS FOUND.
 BH2055
 BH2055                          STATION RECOVERY (1958)
 BH2055
 BH2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2055'THE STATION WAS VISITED 5-21-58 AND THE STATION MARK, REFERENCE MARK
 BH2055'NO.2, ALABAMA GEOD.  SURVEY MARK NO. 331, AND THE AZIMUTH MARK
 BH2055'WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS FOUND
 BH2055'DESTROYED AND THE DISK RECLAIMED AT THIS DATE.  A NEW
 BH2055'DESCRIPTION FOLLOWS-
 BH2055'
 BH2055'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-SOUTHEAST OF THE SCHOOL
 BH2055'IN AGRICOLA, 4.5 MILES SOUTHWEST OF WILMER, ALABAMA, AT THE
 BH2055'ALABAMA-MISSISSIPPI STATE LINE, IN THE SOUTHEAST QUARTER OF SEC. 18,
 BH2055'T.3S, R. 4 W., ON PROPERTY OF MR. WHATLEY.  IT IS NORTH OF A
 BH2055'FORKS IN THE ROAD AT THE STATE LINE, NEAR THE WEST EDGE OF A
 BH2055'CULTIVATED FIELD.  IT IS 45 FEET WEST OF THE WEST FENCE LINE OF A
 BH2055'CULTIVATED FIELD, 68 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD,
 BH2055'54 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALLOF A SMALL
 BH2055'WHITE HOUSE ABOUT 70 YARDS SOUTH OF THE STATION, 72 FEET EAST OF
 BH2055'A DIM TRACK ROAD LEADING NORTH, AND 63 FEET NORTHWEST OF A POWER POLE
 BH2055'ON THE NORTH SIDE OF THE ROAD.  IT IS A STANDARD DISK,
 BH2055'STAMPED HOWELL 1942, PROJECTING 6 INCHES.
 BH2055'
 BH2055'REFERENCE MARK NO. 2 IS 89.40 FEET NORTHWEST OF THE STATION, IN THE
 BH2055'WOODS, 111 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 19
 BH2055'FEET EAST OF A DIM TRACK ROAD LEADING NORTH, 105 FEET WEST OF THE
 BH2055'FENCE LINE AT THE WEST EDGE OF A CULTIVATED FIELD.  IT IS A
 BH2055'STANDARD DISK, STAMPED HOWELL NO 2 1942, PROJECTING 6 INCHES.
 BH2055'
 BH2055'A TRAVERSE CONNECTION WAS MADE TO ALABAMA GEODETIC SURVEY MARK NO.
 BH2055'331 IN 1942.  IT IS 49 FEET SOUTHEAST OF THE CENTER OF THE
 BH2055'EAST-WEST ROAD AND A SIDE ROAD LEADING SOUTHEAST, 12 FEET SOUTH OF
 BH2055'THE CENTER OF THE EAST-WEST ROAD, 42 FEET EAST OF THE CENTER OF THE
 BH2055'ROAD LEADING SOUTHEAST, 67 FEET SOUTHEAST OF A POWER POLE NORTH OF
 BH2055'THE ROAD, 1 FOOT NORTH OF A FENCE LINE AND 25 FEET EAST OF A
 BH2055'FENCE CORNER.  IT IS A STANDARD ALABAMA GEODETIC SURVEY DISK, STAMPED
 BH2055'331, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE PROJECTING
 BH2055'4 INCHES.  IT IS 122.22 FEET SOUTHEAST OF THE STATION.
 BH2055'
 BH2055'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, IN ALABAMA, 102
 BH2055'FEET EAST OF A NORTH-SOUTH FENCE LINE AT THE EAST EDGE OF A
 BH2055'FIELD, 86 PACES NORTH OF THE MAIN ROAD, 68 PACES SOUTH OF THE SOUTH
 BH2055'EDGE OF A FIELD, 11 FEET WEST OF A TRACK ROAD IN THE WOODS.  IT IS
 BH2055'A STANDARD DISK, STAMPED HOWELL 1942, PROJECTING 8 INCHES.
 BH2055'
 BH2055'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE GO EAST FOR 1/2
 BH2055'BLOCK TO THE JUNCTION WITH STATE HIGHWAY 63, TURN RIGHT AND GO
 BH2055'SOUTH ON STATE HIGHWAY 63 FOR 9.5 MILES TO A SIDE ROAD LEADING EAST,
 BH2055'TURN LEFT, CROSSING TRACKS AND GO EAST FOR 0.9 MILES TO A FORK,
 BH2055'TAKE RIGHT FORK AND GO SOUTHEAST FOR 5.25 MILES TO A CROSSROAD AND A
 BH2055'RED FRAME, ABANDONDED, SCHOOL BUILDING IN THE SOUTHWEST
 BH2055'ANGLE, TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO A SIDE ROAD LEADING
 BH2055'EAST, TURN LEFT AND GO EAST FOR 0.9 MILE TO A SIDE ROAD LEADING
 BH2055'SOUTHEAST AND THE STATION ON THE LEFT ACROSS THE ROAD FROM A SMALL
 BH2055'WHITE HOUSE.
 BH2055'
 BH2055'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON DIRT ROAD FOR
 BH2055'0.2 MILE TO A TRACK ROAD LEFT JUST PAST A FENCE CORNER, TURN
 BH2055'LEFT AND GO NORTH ON TRACK ROAD FOR ABOUT 70 PACES TO THE MARK ON THE
 BH2055'LEFT.
 BH2055
 BH2055                          STATION RECOVERY (1963)
 BH2055
 BH2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH2055'THE STATION WAS VISITED 7-15-63 AND THE STATION SURFACE MARK, RM. NO.
 BH2055'2 AND 331(ALA.GEOD.S.) WERE FOUND DESTROYED.  THE STATION
 BH2055'UNDERGROUND MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2055'THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION.  A NEW SURFACE
 BH2055'MARK WAS SET AND R.M. NO.3 AND 4 WAS ESTABLISHED.  A NEW DESCRIPTION
 BH2055'FOLLOWS.
 BH2055'
 BH2055'THE STATION IS LOCATED ABOUT 6.5 MILES ESE OF THE SCHOOL AT AGRICOLA,
 BH2055'4.5 MILES SW OF WILMER ALA.AT THE ALAMBA- MISSISSIPPI STATE
 BH2055'LINE, IN THE SE1/4 OF SEC. 18, T3S, R4W, ON PROPERTY OWNED BY MR.
 BH2055'WALTER F.COCKRAN.  IT IS 64 FEET NORTH OF THE CENTER OF THE
 BH2055'HIGHWAY, 62 FEET NNW. OF A POWER POLE 53 FEET NW OF A T FENCE CORNER,
 BH2055'27 FEET N. OF A R.O.W.  FENCE LINE, 31 FEET W. OF A N-S FENCE LINE,
 BH2055'40 FEET NE OF A 10-INCH OAK TREE, 43 FEET NE OF THE E POST OF A GATE,
 BH2055'AND 2.5 FEET S OF A METAL WITNESS POST AND ACROSS THE ROAD FROM
 BH2055'THE COCKRAN HOUSE.  IT IS A STANDARD DISK STAMPED, HOWELL
 BH2055'1942 1963, PROJECTING 6 INCHES.
 BH2055'
 BH2055'REFERENCE MARK NO. 3 IS 53.57 FEET SE OF THE STATION, 35 FEET N. OF
 BH2055'THE CENTER OF THE ROAD, 26 FEET NNE OF A POWER POLE, 1 FOOT SW
 BH2055'OF A T FENCE CORNER, AND 1 FOOT N. OF A METAL WITNESS POST.  IT IS A
 BH2055'STANDARD DISK STAMED HOWELL NO 3 1942 1963, PROJECTING 3 INCHES
 BH2055'
 BH2055'REFERENCE MARK NO. 4 IS 57.82 FEET SOUTHWEST OF THE STATION, 37 FEET
 BH2055'N. OF THE CENTER OF THE HIGHWAY, 5 FEET W.OF THE W. POST OF A GATE
 BH2055'INTO FIELD, 22 FEET W. OF A 12-INCH OAK TREE, AND 1 FOOT N. OF A
 BH2055'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED HOWELL
 BH2055'NO 4 1963, PROJECTING 3 INCHES.
 BH2055'
 BH2055'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 96 FEET E. OF A
 BH2055'N-S FENCE LINE, 213 FEET N OF THE CENTER OF THE HIGHWAY, 176
 BH2055'FEET NNE OF A T FENCE CORNER AND 2 FEET SE OF A METAL WITNESS POST.
 BH2055'IT IS A STANDARD DISK, STAMPED HOWELL 1942,
 BH2055'PROJECTING 6 INCHES.
 BH2055'
 BH2055'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE, GO EAST ON
 BH2055'MAIN STREET FOR 1/2 BLOCK TO THE JUNCTION WITH STATE HIGHWAY 613,
 BH2055'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 613 FOR 9.5 MILES TO A
 BH2055'SIDE ROAD LEFT, TURN LEFT AND CROSS TRACKS AND GO EAST FOR 0.9 MILE
 BH2055'TO A FORK, TAKE RIGHT FORK AND GO 5.25 MILES TO A CROSSROAD WITH AN
 BH2055'ABANDONDED SCHOOL IN THE SW ANGLE AND JOES STORE IN THE SE ANGLE,
 BH2055'TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT
 BH2055'AND GO EAST FOR 0.9 MILE TO THE STATION LINE AND THE MARK ON THE
 BH2055'LEFT ACROSS THE ROAD NORTH OF THE COCKRAN HOUSE.
 BH2055'
 BH2055'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.25 MILE TO
 BH2055'THE MARK ON THE LEFT.,
 BH2055
 BH2055                          STATION RECOVERY (1971)
 BH2055
 BH2055'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2055'THE STATION WAS VISITED 10-5-71 AND THE STATION MARK REFERENCE MARK
 BH2055'NO 3, NO 4 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BH2055'FOUND DESTROYED AND THE DISK WAS RECLAIMED.
 BH2055'
 BH2055'THE STATION IS LOCATED 14.2 MILES SOUTHEAST OF LUCEDALE IN AN OPEN
 BH2055'FIELD NEAR THE MISS.-ALA. STATE LINE.  IT IS 6.5 MILES
 BH2055'EAST-SOUTHEAST OF THE VILLAGE OF AGRICOLA, 4.5 MILES SOUTHWEST OF
 BH2055'WILMER ALABAMA IN THE SOUTHEAST 1/4 SECTION 18, T 3S. R 4W ON
 BH2055'PROPERTY OWNED BY MR. WALTER F. COCKRAN. IT IS 64 FEET NORTH OF THE
 BH2055'CENTER OF A BLACK TOP ROAD, 39 FEET WEST OF THE CENTER OF A BRICK
 BH2055'VENEER HOUSE, 40 FEET NORTH WEST OF A POWER POLE WITH GUY WIRES, 105
 BH2055'FEET NORTHEAST OF A 20 INCH OAK, 50 FEET NORTHEAST OF A 12 INCH
 BH2055'OAK, 93 FEET NORTH OF A GAS LAMP OF THE WEST SIDE OF THE EAST END OF
 BH2055'A CIRCULAR DRIVEWAY, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BH2055'IT IS A TRIANGULATION DISK STAMPED HOWELL 1942 1963 PROJECTING
 BH2055'8 INCHES.
 BH2055'
 BH2055'REFERENCE MARK NO 3 IS 53.57 FEET SOUTHEAST OF THE STATION.  IT IS 35
 BH2055'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 8 FEET WEST OF THE
 BH2055'CENTER OF A FIELD ROAD 19 FEET NORTHEAST OF A POWER POLE WITH GUY
 BH2055'WIRES, 84.5 FEET NORTHWEST OF A ROW MARKER, 70 FEET NORTHEAST
 BH2055'OF A GAS LAMP ON THE WEST SIDE OF THE EAST END OF A CIRCULAR
 BH2055'DRIVEWAY, 1.5 FEET SOUTH OF A FENCE AND 1 FOOT NORTH OF A METAL
 BH2055'WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED HOWELL NO 3 1958
 BH2055'1963 PROJECTING 1 INCH.
 BH2055'
 BH2055'REFERENCE MARK NO 4 IS 57.82 FEET SOUTHWEST OF THE STATION.  IT IS 33
 BH2055'FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 10 FEET WEST OF THE
 BH2055'CENTER OF THE ENTRANCE TO A FIELD, 21 FOOT WEST OF A 12 INCH OAK, 81
 BH2055'FEET WEST-NORTHWEST OF A POWER POLE WITH GUY WIRES, 77.5 FEET
 BH2055'NORTHWEST OF A 20 INCH OAK, 67 FEET NORTH OF A GAS LAMP ON THE EAST
 BH2055'SIDE OF THE WEST END OF A CIRCULAR DRIVEWAY, 1 FOOT
 BH2055'SOUTH OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 BH2055'REFERENCE MARK DISK STAMPED HOWELL NO 4 1958 1963
 BH2055'
 BH2055'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON
 BH2055'U.S. HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION OF STATE HIGHWAY 613.
 BH2055'TURN RIGHT AND CONTINUE SOUTH ON HIGHWAY 613 FOR 9.3 MILES TO THE
 BH2055'JUNCTION OF STATE HIGHWAY 612.  TURN LEFT AND CONTINUE EAST ON
 BH2055'STATE HIGHWAY 612 FOR 6.3 MILES TO A CROSSROAD WITH AN ABANDONED
 BH2055'SCHOOL IN THE SOUTHWEST ANGLE.  TURN RIGHT AND CONTINUE SOUTH ON A
 BH2055'BLACK TOP ROAD FOR 0.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 BH2055'CONTINUE EAST ON A BLACK TOP ROAD FOR 0.9 MILES TO THE STATE LINE
 BH2055'AND THE STATION IS ON THE LEFT.
 BH2055'
 BH2055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 14.2 MILES
 BH2055'SOUTHEAST OF LUCEDALE
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2815 ***********************************************************************
 CP2815  DESIGNATION -  HOWLETT
 CP2815  PID         -  CP2815
 CP2815  STATE/COUNTY-  MS/SHARKEY
 CP2815  USGS QUAD   -  RED ROCK (1988)
 CP2815
 CP2815                         *CURRENT SURVEY CONTROL
 CP2815  ___________________________________________________________________
 CP2815* NAD 83(1993)-  32 49 18.20620(N)    090 46 06.26899(W)     ADJUSTED  
 CP2815* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 CP2815  ___________________________________________________________________
 CP2815  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CP2815  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP2815  HORZ ORDER  -  SECOND
 CP2815
 CP2815.The horizontal coordinates were established by classical geodetic methods
 CP2815.and adjusted by the National Geodetic Survey in May 1994.
 CP2815
 CP2815.The orthometric height was scaled from a topographic map.
 CP2815
 CP2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2815
 CP2815.The geoid height was determined by GEOID03.
 CP2815
 CP2815;                    North         East     Units Scale Factor Converg.
 CP2815;SPC MS W     -   368,352.865   659,261.171   MT  0.99997046   -0 14 09.0
 CP2815;SPC MS W     - 1,208,504.36  2,162,926.03   sFT  0.99997046   -0 14 09.0
 CP2815;UTM  15      - 3,633,729.336   708,906.210   MT  1.00013815   +1 12 36.1
 CP2815
 CP2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2815!SPC MS W     -   0.99999980  x   0.99997046  =   0.99997026
 CP2815!UTM  15      -   0.99999980  x   1.00013815  =   1.00013795
 CP2815
 CP2815:                Primary Azimuth Mark                     Grid Az
 CP2815:SPC MS W     -  HOWLETT AZ MK RESET                      000 23 34.7
 CP2815:UTM  15      -  HOWLETT AZ MK RESET                      358 56 49.6
 CP2815
 CP2815|---------------------------------------------------------------------|
 CP2815| PID    Reference Object                     Distance      Geod. Az  |
 CP2815|                                                           dddmmss.s |
 CP2815| CY4709 HOWLETT AZ MK RESET                                0000925.7 |
 CP2815| CP2816 HOWLETT RM 4                        423.819 METERS 0035820.2 |
 CP2815| CY4708 HOWLETT AZ MK                                      0045704.1 |
 CP2815| CY4710 HOWLETT RM 1                         26.060 METERS 06656     |
 CP2815| CY4712 HOWLETT RM 3                         21.061 METERS 07038     |
 CP2815| CY4711 HOWLETT RM 2                         23.721 METERS 14238     |
 CP2815| CP2812 RED ROCK LOOKOUT TOWER              APPROX. 0.9 KM 2060647.3 |
 CP2815|---------------------------------------------------------------------|
 CP2815
 CP2815                          SUPERSEDED SURVEY CONTROL
 CP2815
 CP2815  NAD 83(1986)-  32 49 18.21872(N)    090 46 06.26349(W) AD(       ) 2
 CP2815  NAD 27      -  32 49 17.74790(N)    090 46 05.91010(W) AD(       ) 2
 CP2815
 CP2815.Superseded values are not recommended for survey control.
 CP2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2815.See file dsdata.txt to determine how the superseded data were derived.
 CP2815
 CP2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0890633729(NAD 83)
 CP2815_MARKER: DS = TRIANGULATION STATION DISK
 CP2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2815
 CP2815  HISTORY     - Date     Condition        Report By
 CP2815  HISTORY     - 1958     MONUMENTED       CGS
 CP2815  HISTORY     - 1963     GOOD             CGS
 CP2815  HISTORY     - 1970     GOOD             MSHD
 CP2815  HISTORY     - 1973     GOOD             NGS
 CP2815  HISTORY     - 19860130 MARK NOT FOUND   USGS
 CP2815
 CP2815                          STATION DESCRIPTION
 CP2815
 CP2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2815'STATION IS LOCATED ABOUT 6-1/2 MILES EAST AND 6 MILES SOUTH
 CP2815'OF ROLLING FORK, 3-1/2 MILES WEST OF HOLLY BLUFF, 1/2 MILE
 CP2815'WEST OF THE SHARKEY-YAZOO COUNTY LINE, 1/2 MILE NORTHEAST
 CP2815'OF THE RED ROCK LOOKOUT TOWER, 1/4 MILE SOUTHWEST OF THE
 CP2815'JUNCTION OF HOWLETT BAYOU AND BIG SUNFLOWER RIVER, NEAR
 CP2815'THE SOUTH SIDE CENTER OF SECTION 1, T 11 N, R 6 W AND ON
 CP2815'PROPERTY OWNED BY MR. T.L. HALE, WHO LIVES ABOUT 1 MILE
 CP2815'EAST OF SPANISH FORT.
 CP2815'
 CP2815'TO REACH FROM THE POST OFFICE IN HOLLY BLUFF, GO WEST FOR
 CP2815'0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH FOR
 CP2815'0.6 MILE TO A SIDE ROAD RIGHT AT THE SOUTH END OF THE RIVER
 CP2815'BRIDGE.  TURN RIGHT AND GO WESTERLY AND NORTH FOR 3.2 MILES
 CP2815'TO A SIDE ROAD LEFT.  CONTINUE NORTH AND NORTHWEST FOR 0.55
 CP2815'MILE TO STATION ON LEFT AT POINT WHERE ROAD MAKES A RIGHT
 CP2815'TURN.  CONTINUE NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CP2815'LEFT AT POINT WHERE ROAD MAKES A RIGHT TURN.  CONTINUE NORTH
 CP2815'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CP2815'
 CP2815'STATION MARKS ARE STANDARD DISKS, STAMPED HOWLETT 1958.
 CP2815'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CP2815'42 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN
 CP2815'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH IS 14
 CP2815'INCHES BELOW GROUND SURFACE, 80 FEET NORTHWEST OF A POWERLINE
 CP2815'POLE, 39 FEET SOUTHWEST OF THE GRAVELED ROAD CENTER AND
 CP2815'35 FEET NORTHWEST OF A FIELD ENTRANCE CENTER.
 CP2815'
 CP2815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOWLETT NO
 CP2815'1 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2815'POST PROJECTING 4 INCHES, 101 FEET NORTH OF THE POWERLINE
 CP2815'POLE, 79 FEET NORTHEAST OF THE FIELD ENTRANCE CENTER AND
 CP2815'47 FEET NORTHEAST OF THE GRAVELED ROAD CENTER.  A 4 IN X
 CP2815'4 IN WHITE WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE
 CP2815'MARK.
 CP2815'
 CP2815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOWLETT NO
 CP2815'2 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 CP2815'POST PROJECTING 6 INCHES, 44 FEET SOUTHEAST OF THE FIELD
 CP2815'ENTRANCE CENTER, 38 FEET SOUTHWEST OF THE GRAVELED ROAD
 CP2815'CENTER AND 18 INCHES WEST OF THE POWERLINE POLE.
 CP2815'
 CP2815'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOWLETT 1958.  IT
 CP2815'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 CP2815'6 INCHES, 87 FEET NORTHWEST OF A POWERLINE POLE, 61 FEET
 CP2815'NORTH-NORTHEAST OF A LONE, 30 INCH OAK TREE AND 23 FEET
 CP2815'WEST OF THE GRAVELED ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS
 CP2815'POST WAS SET 1 FOOT NORTH OF THE MARK.
 CP2815'
 CP2815'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 CP2815
 CP2815                          STATION RECOVERY (1963)
 CP2815
 CP2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 CP2815'THE STATION WAS VISITED 5-14-63 AND THE STATION MARK, AZIMUTH
 CP2815'MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 CP2815'REFERENCE MARK NO. 1 WAS FOUND DISTURBED BY CONSTRUCTION
 CP2815'ON THE NEW HIGHWAY, IT WAS RESTAMPED AND SET BACK IN THE
 CP2815'GROUND AND USED AS REFERENCE MARK NO. 3.  THE AZIMUTH MARK
 CP2815'WAS FOUND UNDER THE CENTER OF THE NEW ROAD ABOUT 2 FEET
 CP2815'BELOW THE SURFACE OF THE GROUND.  THE HIGHWAY CHANGES NOW
 CP2815'LEAVE ALL THE MARKS ON THE WEST SIDE OF THE HIGHWAY AS
 CP2815'DESCRIBE IN THE FOLLOWING DESCRIPTION--
 CP2815'
 CP2815'THE STATION IS LOCATED ABOUT 6.5 MILES EAST AND 6 MILES SOUTH
 CP2815'OF ROLLING FORK, ABOUT 3.5 MILES WEST OF HOLLY BLUFF, ABOUT
 CP2815'0.6 MILE NORTHEAST OF THE RED ROCK LOOKOUT TOWER, 0.25 MILE
 CP2815'SOUTHWEST OF THE CONFLUEANCE OF HOWLETT BAYOU AND BIG SUNFLOWER
 CP2815'RIVER, IN THE SOUTH CENTRAL PORTION OF SEC. 1, T 11W., R 6 W.,
 CP2815'ON PROPERTY OWNED BY MR. T.L. HALE.  IT IS AT THE OUTSIDE
 CP2815'OF A LONG CURVE, AT THE EAST SIDE OF A CULTIVATED FIELD,
 CP2815'121 FEET WEST OF THE CENTERLINE OF A MAIN ROAD, 188 FEET
 CP2815'WEST OF A POWER POLE WITH A TRANSFORMER, 47 FEET NORTH OF
 CP2815'A FIELD ROAD, 138.5 FEET SOUTH OF THE PROJECTED PLANE OF
 CP2815'THE SOUTH WALL OF A SMALL HOUSE ON THE EAST SIDE OF THE
 CP2815'HIGHWAY.  IT IS A STANDARD DISK, STAMPED HOWLETT 1958, 15
 CP2815'INCHES BELOW THE SURFACE OF THE GROUND.
 CP2815'
 CP2815'REFERENCE MARK NO. 2 IS 77.83 FEET SOUTHEAST OF THE STATION,
 CP2815'110 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 28 FEET
 CP2815'SOUTH OF THE CENTER OF A FIELD ROAD, 170 FEET WEST OF A
 CP2815'POWER POLE WITH A TRANSFORMER AND 1 FOOT WEST OF A METAL
 CP2815'WITNESS POST.  IT IS A STANDARD DISK, STAMPED HOWLETT NO
 CP2815'2 1958, PROJECTING 4 INCHES.
 CP2815'
 CP2815'REFERENCE MARK NO. 3 IS 69.09 FEET EAST OF THE STATION, 52
 CP2815'FEET WEST OF THE CENTER OF THE MAIN HIGHWAY, 121 FEET
 CP2815'WEST-NORTHWEST OF A POWER POLE WITH TRANSFORMER, 42 FEET
 CP2815'NORTH OF THE CENTER OF THE FIELD ROAD, 1 FOOT WEST OF A
 CP2815'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED HOWLETT
 CP2815'NO 3 1958, PROJECTING 4 INCHES.
 CP2815'
 CP2815'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION IN THE
 CP2815'YARD OF A HOUSE OWNED BY LONIE RILEY, 2 FEET SOUTHEAST OF
 CP2815'THE SOUTHEAST CORNER OF THE HOUSE, 109 FEET WEST OF THE
 CP2815'CENTER OF THE ROAD, 56 FEET SOUTHWEST OF THE WEST ONE OF
 CP2815'TWO 2-FOOT OAK TREES, 45.3 FEET NORTHWEST OF A POWER POLE.
 CP2815'IT IS A STANDARD DISK, STAMPED HOWLETT 1958 RESET 1963, SET
 CP2815'FLUSH WITH THE GROUND.            .
 CP2815'
 CP2815'TO REACH THE STATION FROM THE RAILROAD STATION IN HOLLY
 CP2815'BLUFF, GO WEST ON MAIN ROAD, FOR 0.25 MILE TO A FORKS, TAKE
 CP2815'LEFT FORK AND GO 0.55 MILE TO THE SOUTH END OF THE BRIDGE
 CP2815'OVER SUNFLOWER RIVER, CONTINUE SOUTH FOR 0.2 MILE TO A SIDE
 CP2815'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 3.2 MILES TO A SIDE ROAD
 CP2815'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO THE STATION
 CP2815'ON THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO THE SECOND HOUSE
 CP2815'ON THE LEFT AND THE AZIMUTH AT THE SOUTHEAST CORNER.
 CP2815
 CP2815                          STATION RECOVERY (1970)
 CP2815
 CP2815'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 (RLW)
 CP2815'THE STATION WAS VISITED 7-22-70 AND THE STATION MARK, REFERENCE MARK
 CP2815'NO. 2, NO. 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CP2815'
 CP2815'THE STATION IS LOCATED 8.5 MILES SOUTHEAST OF ROLLING FORK IN A
 CP2815'CULTIVATED FIELD, 3.5 MILES WEST OF HOLLY BLUFF, 0.25 MILE SOUTHWEST
 CP2815'OF THE CONFLUENCE OF HOWLETT BAYOU AND BIG SUNFLOWER RIVER, NEAR
 CP2815'THE CENTER OF THE SOUTH SIDE OF SECTION 1, T11N, R6W, AND ON LAND
 CP2815'OWNED BY MR. T. L. HALE.  IT IS 123 FEET SOUTHWEST OF THE CENTER
 CP2815'OF MISS. HIGHWAY 16, 85 FEET WEST OF THE NORTHWEST END OF A
 CP2815'30-INCH STEEL PIPE CULVERT, 188.5 FEET SOUTHWEST OF A POWER LINE POLE
 CP2815'WITH A TRANSFORMER, 425 FEET SOUTH OF A LONE 48-INCH
 CP2815'COTTONWOOD, AND ABOUT 4 FEET BELOW THE LEVEL OF U.S. HIGHWAY 61.
 CP2815'
 CP2815'IT IS A STANDARD TRIANGULATION DISK, STAMPED HOWLETT 1958, 6 INCHES
 CP2815'BELOW THE GROUND.
 CP2815'
 CP2815'REFERENCE MARK NO. 2 IS 77.83 FEET SOUTHEAST OF THE STATION.  IT IS
 CP2815'108 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 61, 171 FEET
 CP2815'SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 61 FEET
 CP2815'SOUTHWEST OF THE SOUTHEAST END OF A 30-INCH STEEL PIPE CULVERT, 1.5
 CP2815'FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 2 FEET
 CP2815'BELOW THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED
 CP2815'HOWLETT NO 2 1958, PROJECTING 10 INCHES.
 CP2815'
 CP2815'REFERENCE MARK NO. 3 IS 69.06 FEET EAST OF THE STATION.  IT IS 54
 CP2815'FEET SOUTHWEST OF THE CENTER OF MISS. HIGHWAY 16, 46 FEET NORTHWEST
 CP2815'OF THE CENTER OF A RAMP AT THE ENTERANCE TO A FIELD, 120 FEET
 CP2815'WEST-SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 30 FEET
 CP2815'NORTHWEST OF THE NORTHWEST END OF A 30-INCH STEEL PIPE CULVERT,
 CP2815'1 FOOT SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 4 FEET BELOW
 CP2815'THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD REFERENCE MARK
 CP2815'DISK, STAMPED HOWLETT NO. 3 1958, PROJECTING 4 INCHES.
 CP2815'
 CP2815'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND NO. 3 IS 86.63
 CP2815'FEET.
 CP2815'
 CP2815'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS 107.5 FEET
 CP2815'WEST OF THE CENTER OF MISS. HIGHWAY 16, 56.5 FEET SOUTHWEST OF THE
 CP2815'WEST ONE OF TWO 48-INCH OAKS, 55.5 FEET EAST OF A 10-INCH
 CP2815'COTTONWOOD, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 CP2815'HOUSE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE
 CP2815'STATION IS VISIBLE FROM THE AZIMUTH.  IT IS A STANDARD AZIMUTH MARK
 CP2815'DISK, STAMPED HOWLETT 1958 RESET 1963, 3 INCHES BELOW THE GROUND.
 CP2815'
 CP2815'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE IN ROLLING
 CP2815'FORK, GO EAST ALONG WALNUT STREET FOR 0.25 MILE TO A FORK.  TAKE THE
 CP2815'RIGHT FORK AND GO SOUTHEAST FOR 0.1 MILE TO THE INTERSECTION WITH
 CP2815'U.S. HIGHWAY 61.  CROSS U.S. HIGHWAY 61 AND GO EASTERLY ALONG
 CP2815'MISS.  HIGHWAY 16 (ALONG THE NORTH SIDE OF ROLLING FORK CREEK) FOR
 CP2815'4.65 MILES TO THE BRIDGE OVER THE LITTLE SUNFLOWER RIVER.  CONTINUE
 CP2815'SOUTHEASTERLY ALONG MISS. HIGHWAY 16 FOR 4.2 MILES TO THE AZIMUTH
 CP2815'MARK IN THE FRONT YARD OF A HOUSE ON THE RIGHT.  CONTINUE SOUTH
 CP2815'ALONG MISS. HIGHWAY 16 FOR 0.2 MILE TO THE STATION ON THE RIGHT
 CP2815'ACROSS THE ROAD FROM A HOUSE ON THE LEFT.
 CP2815'
 CP2815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES WEST OF
 CP2815'HOLLY BLUFF.
 CP2815
 CP2815                          STATION RECOVERY (1973)
 CP2815
 CP2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AKH)
 CP2815'THE STATION WAS VISITED 12-5-73 AND ALL MARKS WERE FOUND
 CP2815'IN GOOD CONDITION.  THE STATION MARK IS NOW ONLY 4-INCHES
 CP2815'BELOW THE GROUND LEVEL DO TO THE LEVELING OF THE GROUND
 CP2815'IN THE FIELD.  THE ROAD IS BEING CHANGED IN THE AREA DUE
 CP2815'TO THE RIVER BANK ERODING BY THE HIGH WATER WHICH AFFECTS
 CP2815'THE LOCATION OF THE HIGHWAY.  THE AZIMUTH MARK WAS REQUESTED
 CP2815'MOVED AT THIS DATE, THIS WAS DONE BY ESTABLISHING REFERENCE
 CP2815'MARK NO. 4.  THE RELOCATION OF THE ROAD AFFECTS THE
 CP2815'MEASUREMENT TO THE STATIONS AND THE REFERENCE MARKS.  A NEW
 CP2815'DESCRIPTION FOLLOWS--
 CP2815'
 CP2815'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF ROLLING
 CP2815'FORK AND 3.5 MILES WEST OF HOLLY BLUFF, ABOUT 0.25 MILE
 CP2815'SOUTHWEST OF THE CONFLUANCE OF THE HOWLETT BOYOU AND THE
 CP2815'BIG SUNFLOWER RIVER IN THE CENTRAL PORTION OF SECTION 1
 CP2815'T11W R 6W., ON PROPERTY OWNED BY MR. T.L. HALE.  IT IS 117.5
 CP2815'FEET WEST OF THE CENTER OF THE HIGHWAY, 133 FEET SOUTH OF
 CP2815'THE PROJECTED PLANE OF THE SOUTH WALL OF A SMALL WHITE HOUSE
 CP2815'EAST OF THE ROAD.  188 FEET WEST OF A POWER POLE AND 425
 CP2815'FEET SOUTH OF A LONE 4-FOOT COTTONWOOD TREE.  IT IS A
 CP2815'TRIANGULATION STATION DISK STAMPED HOWLETT 1958, 4 INCHES
 CP2815'BELOW THE SURFACE OF THE GROUND.
 CP2815'
 CP2815'REFERENCE MARK NO. 2 IS 77.82 FEET SOUTHEAST OF THE STATION,
 CP2815'110.5 FEET WEST OF THE CENTER OF THE ROAD, 171 FEET WEST
 CP2815'OF A POWER POLE WITH A TRANSFORMER, 61.5 FEET WEST OF THE
 CP2815'SOUTH END OF A CULVERT UNDER THE HIGHWAY RAMP AND 1 FOOT
 CP2815'WEST OF A WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 CP2815'HOWLETT NO 2 1958.
 CP2815'
 CP2815'REFERENCE MARK NO. 3 IS 69.09 FEET EAST OF THE STATION.
 CP2815'IT IS 48.5 FEET WEST OF THE CENTER OF THE ROAD, 121 FEET
 CP2815'WNW OF A POLE WITH A TRANSFORMER 42 FEET NORTH OF THE ENTRANCE
 CP2815'TO THE FIELD, 30 FEET NW OF THE NW END OF A 30-INCH STEEL
 CP2815'CULVERT.  IT IS A REFERENCE MARK DISK STAMPED HOWLETT NO
 CP2815'3 1958.
 CP2815'
 CP2815'REFERENCE MARK NO. 4 IS 1390.48 FEET NORTH OF THE STATION.
 CP2815'IT IS 56 FEET EAST OF THE CENTER OF THE NEW ROAD, 18 FEET
 CP2815'WEST OF THE CENTER OF THE OLD ROAD, 3 FEET EAST OF A 3-FOOT
 CP2815'OAK TREE, 62 FEET WEST OF A POWER POLE WITH A TRANSFORMER
 CP2815'AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A REFERENCE
 CP2815'MARK DISK STAMPED HOWLETT 1958 NO 4 1973.
 CP2815'
 CP2815'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE
 CP2815'BLDG IN ROLLING FORK, GO EAST ALONG WALNUT STREET FOR 0.25
 CP2815'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.1 MILE SOUTHEAST
 CP2815'FOR 0.1 MILE TO THE INTERSECTION WITH U.S. HIGHWAY 61.  CROSS
 CP2815'U.S. HIGHWAY 61 AND GO EASTERLY ON MISSISSIPPI HIGHWAY 16
 CP2815'ALONG THE NORTH SIDE OF ROLLING FORK CREEK FOR 4.65 MILE
 CP2815'TO THE BRIDGE OVER LITTLE SUNFLOWER RIVER, CONTINUE SOUTHEAST
 CP2815'ALONG STATE HIGHWAY 16 FOR 4.2 MILES TO THE AZIMUTH MARK
 CP2815'ON THE LEFT, CONTINUE FOR 0.25 MILE TO THE STATION ON THE
 CP2815'RIGHT.
 CP2815
 CP2815                          STATION RECOVERY (1986)
 CP2815
 CP2815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JMD)
 CP2815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK3653 ***********************************************************************
 DK3653  PACS        -  This is a Primary Airport Control Station.
 DK3653  DESIGNATION -  HSA A
 DK3653  PID         -  DK3653
 DK3653  STATE/COUNTY-  MS/HANCOCK
 DK3653  USGS QUAD   -  WAVELAND (1976)
 DK3653
 DK3653                         *CURRENT SURVEY CONTROL
 DK3653  ___________________________________________________________________
 DK3653* NAD 83(2007)-  30 21 56.59037(N)    089 27 10.88211(W)     ADJUSTED  
 DK3653* NAVD 88     -         3.23   (meters)      10.6    (feet)  GPS OBS   
 DK3653  ___________________________________________________________________
 DK3653  EPOCH DATE  -        2002.00
 DK3653  X           -      52,580.209 (meters)                     COMP
 DK3653  Y           -  -5,507,601.783 (meters)                     COMP
 DK3653  Z           -   3,205,406.966 (meters)                     COMP
 DK3653  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DK3653  ELLIP HEIGHT-         -24.268 (meters)          (04/15/08) ADJUSTED
 DK3653  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DK3653  HORZ ORDER  -  B
 DK3653  ELLP ORDER  -  FOURTH    CLASS I
 DK3653
 DK3653.This mark is at Stennis Intl Airport (HSA)
 DK3653
 DK3653.The horizontal coordinates were established by GPS observations
 DK3653.and adjusted by the National Geodetic Survey in April 2008.
 DK3653
 DK3653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3653.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3653.The horizontal coordinates are valid at the epoch date displayed above.
 DK3653.The epoch date for horizontal control is a decimal equivalence
 DK3653.of Year/Month/Day.
 DK3653
 DK3653.The orthometric height was determined by GPS observations and a
 DK3653.high-resolution geoid model.
 DK3653
 DK3653.GPS derived orthometric heights for airport stations designated as
 DK3653.PACS or SACS are published to 2 decimal places.  This maintains
 DK3653.centimeter relative accuracy between the PACS and SACS.  It does
 DK3653.not indicate centimeter accuracy relative to other marks which are
 DK3653.part of the NAVD 88 network.
 DK3653
 DK3653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3653
 DK3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3653
 DK3653.The ellipsoidal height was determined by GPS observations
 DK3653.and is referenced to NAD 83.
 DK3653
 DK3653.The geoid height was determined by GEOID03.
 DK3653
 DK3653;                    North         East     Units Scale Factor Converg.
 DK3653;SPC MS E     -    96,124.208   240,431.328   MT  0.99999376   -0 18 47.8
 DK3653;SPC MS E     -   315,367.51    788,815.12   sFT  0.99999376   -0 18 47.8
 DK3653;UTM  16      - 3,361,863.323   264,248.468   MT  1.00028571   -1 14 26.2
 DK3653
 DK3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3653!SPC MS E     -   1.00000381  x   0.99999376  =   0.99999757
 DK3653!UTM  16      -   1.00000381  x   1.00028571  =   1.00028952
 DK3653
 DK3653                          SUPERSEDED SURVEY CONTROL
 DK3653
 DK3653.No superseded survey control is available for this station.
 DK3653
 DK3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6424861863(NAD 83)
 DK3653_MARKER: F = FLANGE-ENCASED ROD
 DK3653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK3653_STAMPING: HSA A 2006
 DK3653_MARK LOGO: NGS   
 DK3653_PROJECTION: FLUSH
 DK3653_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3653+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2006
 DK3653_ROD/PIPE-DEPTH: 18   meters
 DK3653_SLEEVE-DEPTH  : 1 meters
 DK3653
 DK3653  HISTORY     - Date     Condition        Report By
 DK3653  HISTORY     - 20061115 MONUMENTED       NGS
 DK3653
 DK3653                          STATION DESCRIPTION
 DK3653
 DK3653'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DK3653'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF KILN MS, ON THE
 DK3653'STENNIS INTERNATIONAL AIRPORT, 7250 STENNIS AIRPORT DRIVE KILM, MS
 DK3653'39556 PHONE--228-467-7070.
 DK3653' 
 DK3653'TO REACH THE STATION FROM THE POST OFFICE IN KILM, GO SOUTHERLY 2.4 MI
 DK3653'(3.9 KM) ALONG STATE HIGHWAY 43 TO AIRPORT DRIVE ON THE RIGHT (
 DK3653'NOTE--1.4 MILES NORTH ON STATE HIGHWAY 43 FROM THE OVERPASS JUNCTION
 DK3653'OF INTERSTATE 10 AT EXIT 13), GO WEST, 1.1 MI (1.8 KM) ON STENNIS
 DK3653'AIRPORT DRIVE TO A GATE ON THE SOUTH SIDE OF THE AIRPORT OFFICE.
 DK3653'CONTINUE THOUGHT THE GATE SOUTH FOR 0.2 MILE ACROSS THE APRON TO A
 DK3653'GRAVELED PERIMETER ROAD, TURN WEST, THEN SOUTH FOR 0.4 MI (0.6 KM) ON
 DK3653'THE PERIMETER ROAD TO THE STATION ON THE LEFT, ON THE HIGH GROUND AND
 DK3653'THE EXTENDED LINE OF A TAXIWAY SIGN A AND 2 BLUE TAXIWAY LIGHTS.
 DK3653' 
 DK3653'THE STATION IS 31.8 M (104.3 FT) EAST OF THE TAXIWAY CENTERLINE, 29.4
 DK3653'M (96.5 FT) NORTH-NORTHEAST OF A CULVERT HEADWALL, 19.6 M (64.3 FT)
 DK3653'EAST OF A TAXIWAY LIGHT, 10.2 M (33.5 FT) EAST OF THE CENTER OF THE
 DK3653'ROAD, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND 0.3 M (1.0 FT) ABOVE
 DK3653'THE CENTER OF THE ROAD.  NOTE--THIS IS THE PACS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK3654 ***********************************************************************
 DK3654  SACS        -  This is a Secondary Airport Control Station.
 DK3654  DESIGNATION -  HSA B
 DK3654  PID         -  DK3654
 DK3654  STATE/COUNTY-  MS/HANCOCK
 DK3654  USGS QUAD   -  KILN (1976)
 DK3654
 DK3654                         *CURRENT SURVEY CONTROL
 DK3654  ___________________________________________________________________
 DK3654* NAD 83(2007)-  30 22 46.76769(N)    089 27 05.30814(W)     ADJUSTED  
 DK3654* NAVD 88     -         6.44   (meters)      21.1    (feet)  GPS OBS   
 DK3654  ___________________________________________________________________
 DK3654  EPOCH DATE  -        2002.00
 DK3654  X           -      52,721.590 (meters)                     COMP
 DK3654  Y           -  -5,506,821.868 (meters)                     COMP
 DK3654  Z           -   3,206,741.665 (meters)                     COMP
 DK3654  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 DK3654  ELLIP HEIGHT-         -21.092 (meters)          (04/15/08) ADJUSTED
 DK3654  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DK3654  HORZ ORDER  -  FIRST
 DK3654  ELLP ORDER  -  THIRD     CLASS I
 DK3654
 DK3654.This mark is at Stennis Intl Airport (HSA)
 DK3654
 DK3654.The horizontal coordinates were established by GPS observations
 DK3654.and adjusted by the National Geodetic Survey in April 2008.
 DK3654
 DK3654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3654.The horizontal coordinates are valid at the epoch date displayed above.
 DK3654.The epoch date for horizontal control is a decimal equivalence
 DK3654.of Year/Month/Day.
 DK3654
 DK3654.The orthometric height was determined by GPS observations and a
 DK3654.high-resolution geoid model.
 DK3654
 DK3654.GPS derived orthometric heights for airport stations designated as
 DK3654.PACS or SACS are published to 2 decimal places.  This maintains
 DK3654.centimeter relative accuracy between the PACS and SACS.  It does
 DK3654.not indicate centimeter accuracy relative to other marks which are
 DK3654.part of the NAVD 88 network.
 DK3654
 DK3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3654
 DK3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3654
 DK3654.The ellipsoidal height was determined by GPS observations
 DK3654.and is referenced to NAD 83.
 DK3654
 DK3654.The geoid height was determined by GEOID03.
 DK3654
 DK3654;                    North         East     Units Scale Factor Converg.
 DK3654;SPC MS E     -    97,668.527   240,588.595   MT  0.99999353   -0 18 45.4
 DK3654;SPC MS E     -   320,434.16    789,331.08   sFT  0.99999353   -0 18 45.4
 DK3654;UTM  16      - 3,363,405.344   264,430.767   MT  1.00028465   -1 14 25.3
 DK3654
 DK3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3654!SPC MS E     -   1.00000331  x   0.99999353  =   0.99999684
 DK3654!UTM  16      -   1.00000331  x   1.00028465  =   1.00028796
 DK3654
 DK3654                          SUPERSEDED SURVEY CONTROL
 DK3654
 DK3654.No superseded survey control is available for this station.
 DK3654
 DK3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU6443163405(NAD 83)
 DK3654_MARKER: DH = HORIZONTAL CONTROL DISK
 DK3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3654_STAMPING: HSA B
 DK3654_MARK LOGO: NGS   
 DK3654_PROJECTION: FLUSH
 DK3654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3654+STABILITY: SURFACE MOTION
 DK3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3654+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DK3654
 DK3654  HISTORY     - Date     Condition        Report By
 DK3654  HISTORY     - 20061122 MONUMENTED       NGS
 DK3654
 DK3654                          STATION DESCRIPTION
 DK3654
 DK3654'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DK3654'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF KILN MS, ON THE
 DK3654'STENNIS INTERNATIONAL AIRPORT, 7250 STENNIS AIRPORT DRIVE KILM, MS
 DK3654'39556 PHONE--228-467-7070.
 DK3654' 
 DK3654'TO REACH THE STATION FROM THE POST OFFICE IN KILM, GO SOUTHERLY 2.4 MI
 DK3654'(3.9 KM) ALONG STATE HIGHWAY 43 TO AIRPORT DRIVE ON THE RIGHT (
 DK3654'NOTE--1.4 MILES NORTH ON STATE HIGHWAY 43 FROM THE OVERPASS JUNCTION
 DK3654'OF INTERSTATE 10 AT EXIT 13), GO WEST ON STENNIS AIRPORT DRIVE FOR 1.0
 DK3654'MILE TO FRED AND AL KEY ROAD, TURN RIGHT NORTH, FOR 0.5 MILE ON FRED
 DK3654'AND AL KEY ROAD TO JOHN C ROBINSON ROAD, TURN LEFT, FOR 0.1 MILE ON
 DK3654'JOHN C ROBINSON ROAD TO A AIRPORT GATE AND THE STATION ON THE LEFT.
 DK3654' 
 DK3654'THE STATION IS 43.7 M (143.4 FT) SOUTH OF A WIND SOCK, 24.9 M (81.7
 DK3654'FT) NORTH OF A UTILITY LIGHT POLE, 18.0 M (59.1 FT) SOUTH OF THE
 DK3654'AIRPORT GATE, 1.9 M (6.2 FT) EAST OF A CHAIN LINK FENCE AND WITNESS
 DK3654'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND FLUSH WITH THE
 DK3654'GROUND.  NOTE--THIS IS A STATION IS A SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0474 ***********************************************************************
 BH0474  DESIGNATION -  HUB
 BH0474  PID         -  BH0474
 BH0474  STATE/COUNTY-  MS/GEORGE
 BH0474  USGS QUAD   -  AGRICOLA (1982)
 BH0474
 BH0474                         *CURRENT SURVEY CONTROL
 BH0474  ___________________________________________________________________
 BH0474* NAD 83(1993)-  30 45 12.79142(N)    088 30 24.77646(W)     ADJUSTED  
 BH0474* NAVD 88     -        47.86   (+/-2cm)     157.0    (feet)  VERTCON   
 BH0474  ___________________________________________________________________
 BH0474  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BH0474  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH0474  HORZ ORDER  -  SECOND
 BH0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0474
 BH0474.The horizontal coordinates were established by classical geodetic methods
 BH0474.and adjusted by the National Geodetic Survey in May 1994.
 BH0474
 BH0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0474.The vertical order pertains to the NGVD 29 superseded value.
 BH0474
 BH0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0474
 BH0474.The geoid height was determined by GEOID03.
 BH0474
 BH0474;                    North         East     Units Scale Factor Converg.
 BH0474;SPC MS E     -   139,000.724   331,255.871   MT  0.99996205   +0 10 01.0
 BH0474;SPC MS E     -   456,038.21  1,086,795.30   sFT  0.99996205   +0 10 01.0
 BH0474;UTM  16      - 3,403,259.949   355,767.256   MT  0.99985662   -0 46 14.4
 BH0474
 BH0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0474!SPC MS E     -   0.99999699  x   0.99996205  =   0.99995904
 BH0474!UTM  16      -   0.99999699  x   0.99985662  =   0.99985361
 BH0474
 BH0474:                Primary Azimuth Mark                     Grid Az
 BH0474:SPC MS E     -  MILL                                     159 54 55.3
 BH0474:UTM  16      -  MILL                                     160 51 10.7
 BH0474
 BH0474|---------------------------------------------------------------------|
 BH0474| PID    Reference Object                     Distance      Geod. Az  |
 BH0474|                                                           dddmmss.s |
 BH0474| BH0476 MILL                                APPROX. 1.0 KM 1600456.3 |
 BH0474| BH0475 HUB RM 1                                           27540     |
 BH0474| DD8943 HUB RM 2                                           33717     |
 BH0474|---------------------------------------------------------------------|
 BH0474
 BH0474                          SUPERSEDED SURVEY CONTROL
 BH0474
 BH0474  NAD 83(1993)-  30 45 12.79654(N)    088 30 24.77329(W) AD(       ) 2
 BH0474  NAD 83(1986)-  30 45 12.81104(N)    088 30 24.77751(W) AD(       ) 2
 BH0474  NAD 27      -  30 45 12.12700(N)    088 30 24.71100(W) AD(       ) 2
 BH0474  NGVD 29 (??/??/??)   47.837  (m)          156.95   (f) ADJUSTED    2 0
 BH0474
 BH0474.Superseded values are not recommended for survey control.
 BH0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0474.See file dsdata.txt to determine how the superseded data were derived.
 BH0474
 BH0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5576703260(NAD 83)
 BH0474_MARKER: DS = TRIANGULATION STATION DISK
 BH0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0474_STAMPING: HUB 1921
 BH0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0474+STABILITY: SURFACE MOTION
 BH0474
 BH0474  HISTORY     - Date     Condition        Report By
 BH0474  HISTORY     - 1921     MONUMENTED       CGS
 BH0474  HISTORY     - 1971     POOR             MSHD
 BH0474  HISTORY     - 1971     POOR             MSHD
 BH0474  HISTORY     - 1975     POOR             USGS
 BH0474  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0474
 BH0474                          STATION DESCRIPTION
 BH0474
 BH0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0474'STATION IS 2-1/2 MILES N OF HARLESTON ON W (LEFT) SIDE OF TRACK, ON
 BH0474'EXTENSION OF FORWARD TANGENT W (LEFT) RAIL, 60 METERS S OF
 BH0474'POINT OF TANGENCY, 15 METERS S OF W RAILROAD CROSSING, AND 1.595
 BH0474'METERS (5.23 FEET) W OF W AND NEAREST RAIL.
 BH0474'
 BH0474'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0474'SET IN CONCRETE.
 BH0474'
 BH0474'REFERENCE MARKS ARE ON SAME (W) SIDE OF TRACK.
 BH0474
 BH0474                          STATION RECOVERY (1971)
 BH0474
 BH0474'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH0474'THE STATION WAS VISITED 8-12-71 AND THE STATION MARK AND REFERENCE
 BH0474'MARK NO. 1 WERE FOUND TO BE LEANING.  REFERENCE MARK NO. 2 WAS FOUND
 BH0474'IN GOOD CONDITION.
 BH0474'
 BH0474'THE STATION IS LOCATED 12.8 MILES SOUTHEAST OF LUCEDALE NEAR THE WEST
 BH0474'RAIL OF THE MISSISSIPPI EXPORT RAILROAD TRACK, 3.8 MILES
 BH0474'SOUTH-SOUTHEAST OF AGRICOLA, 0.8 MILE SOUTH OF THE COMMUNITY OF
 BH0474'MOVELLA, IN THE SOUTHWEST 1/4 OF SECTION 29, T T 3S, R 5W.  IT IS
 BH0474'5.5 FEET WEST OF THE WEST RAIL, 117 FEET WEST OF THE CENTER OF
 BH0474'HIGHWAY 613, 197 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD,
 BH0474'126.5 FEET SOUTHEAST OF A POWER SERVICE POLE, 54.5 FEET SOUTHEAST OF
 BH0474'A T FENCE CORNER, 1 FOOT EAST OF A METAL WITNESS POST, 120 FEET
 BH0474'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF A CONCRETE BLOCK
 BH0474'HOUSE AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BH0474'
 BH0474'IT IS A TRIANGULATION DISK, STAMPED HUB 1921 AND IS 3 INCHES BELOW
 BH0474'THE LEVEL OF THE TRACK.
 BH0474'
 BH0474'REFERENCE MARK NO. 1 IS 83.50 FEET WEST OF THE STATION.  IT IS 87.5
 BH0474'FEET WEST OF THE WEST RAIL, 147 FEET SOUTHEAST OF THE SOUTHEAST
 BH0474'CORNER OF A CONCRETE BLOCK HOUSE, 40 FEET WEST OF A FENCE, 46 FEET
 BH0474'SOUTHWEST OF A T FENCE CORNER, 25 FEET SOUTH OF A FENCE AND ABOUT
 BH0474'LEVEL WITH THE TRACK.  IT IS A REFERENCE MARK DISK, STAMPED HUB NO 1
 BH0474'AND IS FLUSH WITH THE GROUND.
 BH0474'
 BH0474'REFERENCE MARK NO. 2 IS 130.13 FEET NORTHWEST OF THE STATION.  IT IS
 BH0474'56 FEET WEST OF THE WEST RAIL, 151 FEET WEST OF THE CENTER OF HIGHWAY
 BH0474'613, 81 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 117 FEET EAST OF
 BH0474'THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 3.5 FEET
 BH0474'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 7.5 FEET
 BH0474'EAST OF A POWER SERVICE POLE, 87.5 FEET NORTH-NORTHWEST OF A T
 BH0474'FENCE CORNER, 9 FEET WEST OF A R.O.W. FENCE AND ABOUT LEVEL WITH THE
 BH0474'TRACK.  IT IS A REFERENCE MARK DISK STAMPED HUB NO 2 AND IS ABOUT
 BH0474'1 INCH BELOW THE LEVEL OF THE TRACK.
 BH0474'
 BH0474'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO EAST ON
 BH0474'U.S. HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION OF STATE HIGHWAY 613.
 BH0474'TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY 613 FOR 1 MILE TO A
 BH0474'CROSSROAD.  TURN LEFT AND CONTINUE EAST ON STATE HIGHWAY 613
 BH0474'FOR 8.7 MILES TO THE JUNCTION OF STATE HIGHWAY 612.  CONTINUE SOUTH
 BH0474'ON STATE HIGHWAY 613 FOR 5.2 MILES TO CROSS ROAD AT MOVELLA. CONTINUE
 BH0474'SOUTH ON STATE HIGHWAY 613 FOR 0.8 MILE TO A PRIVATE ROAD AND THE
 BH0474'MARK ON THE RIGHT.
 BH0474'
 BH0474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12.8 MILES
 BH0474'SOUTHEAST OF LUCEDALE
 BH0474
 BH0474                          STATION RECOVERY (1971)
 BH0474
 BH0474'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0474'12.8 MI SE FROM LUCEDALE.
 BH0474'THE MARK IS LEANING AND SHOULD BE USED WITH CAUTION.  THE MARK IS
 BH0474'LOCATED 12.8 MILES SOUTHEAST OF LUCEDALE NEAR THE WEST RAIL OF THE
 BH0474'MISSISSIPPI EXPORT RAILROAD TRACK, 3.8 MILES SOUTH-SOUTHEAST OF
 BH0474'AGRICOLA, 0.8 MILES SOUTH OF THE COMMUNITY OF MOVELLA, IN THE
 BH0474'SOUTHWEST 1/4 OF SECTION 29, T 3S, R 5W.  IT IS 117 FEET WEST OF THE
 BH0474'CENTER OF HIGHWAY 613, 5.5 FEET WEST OF THE WEST RAIL, 197 FEET SOUTH
 BH0474'OF THE CENTER OF A PRIVATE ROAD, 126.5 FEET SOUTHEAST OF A POWER
 BH0474'SERVICE POLE, 54.5 FEET SOUTHEAST OF A T FENCE CORNER, 120 FEET SOUTH
 BH0474'OF THE PROJECTED PLANE OF THE SOUTH WALL OF A CONCRETE BLOCK HOUSE, 1
 BH0474'FOOT EAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 12-INCH
 BH0474'SQUARE CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND 3
 BH0474'INCHES BELOW THE GROUND.  TO REACH THE MARK FROM THE U.S. POST OFFICE
 BH0474'IN LUCEDALE GO EAST ON U.S. HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION
 BH0474'OF STATE HIGHWAY 613.  TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY
 BH0474'613 FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND CONTINUE EAST ON STATE
 BH0474'HIGHWAY 613 FOR 8.7 MILES TO THE JUNCTION OF STATE HIGHWAY 612.
 BH0474'CONTINUE SOUTH ON STATE HIGHWAY 613 FOR 5.2 MILES TO THE CROSSROAD AT
 BH0474'MOVELLA.  CONTINUE SOUTH ON HIGHWAY 613 FOR 0.8 MILE TO A PRIVATE ROAD
 BH0474'AND THE MARK ON THE RIGHT.
 BH0474
 BH0474                          STATION RECOVERY (1975)
 BH0474
 BH0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BH0474'MARK RECOVERED IN POOR CONDITION.
 BH0474
 BH0474                          STATION RECOVERY (1978)
 BH0474
 BH0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JLK)
 BH0474'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1050 ***********************************************************************
 BV1050  DESIGNATION -  HUB 32
 BV1050  PID         -  BV1050
 BV1050  STATE/COUNTY-  MS/FORREST
 BV1050  USGS QUAD   -  DIXIE (1982)
 BV1050
 BV1050                         *CURRENT SURVEY CONTROL
 BV1050  ___________________________________________________________________
 BV1050* NAD 83(1986)-  31 14 57.     (N)    089 16 39.     (W)     SCALED    
 BV1050* NAVD 88     -        84.900  (meters)     278.54   (feet)  ADJUSTED  
 BV1050  ___________________________________________________________________
 BV1050  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BV1050  DYNAMIC HT  -          84.795 (meters)     278.20  (feet)  COMP
 BV1050  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BV1050
 BV1050  VERT ORDER  -  SECOND    CLASS II
 BV1050
 BV1050.The horizontal coordinates were scaled from a topographic map and have
 BV1050.an estimated accuracy of +/- 6 seconds.
 BV1050
 BV1050.The orthometric height was determined by differential leveling
 BV1050.and adjusted in May 1996.
 BV1050
 BV1050.The geoid height was determined by GEOID03.
 BV1050
 BV1050.The dynamic height is computed by dividing the NAVD 88
 BV1050.geopotential number by the normal gravity value computed on the
 BV1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1050.degrees latitude (g = 980.6199 gals.).
 BV1050
 BV1050.The modeled gravity was interpolated from observed gravity values.
 BV1050
 BV1050;                    North         East    Units  Estimated Accuracy
 BV1050;SPC MS E     -   193,990.      257,690.      MT  (+/- 180 meters Scaled)
 BV1050
 BV1050                          SUPERSEDED SURVEY CONTROL
 BV1050
 BV1050  NGVD 29 (??/??/92)   84.913  (m)          278.59   (f) ADJ UNCH    2 2
 BV1050
 BV1050.Superseded values are not recommended for survey control.
 BV1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1050.See file dsdata.txt to determine how the superseded data were derived.
 BV1050
 BV1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV831594(NAD 83)
 BV1050_MARKER: DD = SURVEY DISK
 BV1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1050_STAMPING: HUB 32 1975
 BV1050_MARK LOGO: MSHD  
 BV1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1050+STABILITY: SURFACE MOTION
 BV1050
 BV1050  HISTORY     - Date     Condition        Report By
 BV1050  HISTORY     - 1976     MONUMENTED       MSHD
 BV1050  HISTORY     - 20000315 MARK NOT FOUND   MSHD
 BV1050
 BV1050                          STATION DESCRIPTION
 BV1050
 BV1050'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1050'LOCATED 5.6 MILES (9.0 KM) SOUTH OF THE CENTER OF HATTIESBURG, 6.2
 BV1050'MILES (10.0 KM) SOUTH OF THE JUNCTION OF US HIGHWAY 98 LEADING WEST
 BV1050'AND US HIGHWAY 49 IN HATTIESBURG AT THE JUNCTION OF US HIGHWAY 98
 BV1050'LEADING EAST AND US HIGHWAY 49 JUST NORTH OF THE TURN BAY CONNECTING
 BV1050'THE TWO LANES OF US HIGHWAY 49 IN THE SOUTHWEST 1/4 OF SEC 2, T 3N, R
 BV1050'13W.  IT IS 69.5 FEET (21.2 M) EAST OF THE CENTER OF THE SOUTH BOUND
 BV1050'LANE OF US HIGHWAY 49, 60.5 FEET (18.4 M) WEST OF THE CENTER OF THE
 BV1050'NORTH BOUND LANE OF US HIGHWAY 49, 88.5 FEET (27.0 M) EAST-NORTHEAST
 BV1050'OF THE NORTHEAST CORNER POST OF A BARRICADE AROUND THE US HIGHWAY 98
 BV1050'AND US HIGHWAY 49 SIGNS, 65.5 FEET (20.0 M) SOUTHEAST OF THE EAST END
 BV1050'OF THE NORTH HEADWALL OF THE WEST CULVERT OF THE CONNECTING ROAD
 BV1050'OPPOSITE US HIGHWAY 98, 5 FEET (1.5 M) NORTH OF THE NORTH EDGE OF THE
 BV1050'CONNECTING ROAD SET IN THE TOP OF A ROUND CONCRETE POST AND IS FLUSH
 BV1050'WITN THE GROUND.
 BV1050
 BV1050                          STATION RECOVERY (2000)
 BV1050
 BV1050'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1050'NOT FOUND, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0475 ***********************************************************************
 BH0475  DESIGNATION -  HUB RM 1
 BH0475  PID         -  BH0475
 BH0475  STATE/COUNTY-  MS/GEORGE
 BH0475  USGS QUAD   -  AGRICOLA (1982)
 BH0475
 BH0475                         *CURRENT SURVEY CONTROL
 BH0475  ___________________________________________________________________
 BH0475* NAD 83(1986)-  30 45 13.     (N)    088 30 24.     (W)     SCALED    
 BH0475* NAVD 88     -        47.99   (+/-2cm)     157.4    (feet)  VERTCON   
 BH0475  ___________________________________________________________________
 BH0475  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH0475  VERT ORDER  -  ? (See Below)
 BH0475
 BH0475.The horizontal coordinates were scaled from a topographic map and have
 BH0475.an estimated accuracy of +/- 6 seconds.
 BH0475
 BH0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0475.The vertical order pertains to the NGVD 29 superseded value.
 BH0475
 BH0475.The geoid height was determined by GEOID03.
 BH0475
 BH0475;                    North         East    Units  Estimated Accuracy
 BH0475;SPC MS E     -   139,010.      331,280.      MT  (+/- 180 meters Scaled)
 BH0475
 BH0475                          SUPERSEDED SURVEY CONTROL
 BH0475
 BH0475  NGVD 29 (??/??/??)   47.970  (m)          157.38   (f) ADJUSTED    ?  
 BH0475
 BH0475.Superseded values are not recommended for survey control.
 BH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0475.See file dsdata.txt to determine how the superseded data were derived.
 BH0475
 BH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV557032(NAD 83)
 BH0475_MARKER: DR = REFERENCE MARK DISK
 BH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0475_STAMPING: HUB NO 1
 BH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0475+STABILITY: SURFACE MOTION
 BH0475
 BH0475  HISTORY     - Date     Condition        Report By
 BH0475  HISTORY     - 1921     MONUMENTED       CGS
 BH0475  HISTORY     - 1971     POOR             MSHD
 BH0475  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0475
 BH0475                          STATION DESCRIPTION
 BH0475
 BH0475'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0475'12.8 MI SE FROM LUCEDALE.
 BH0475'THE MARK IS LEANING AND SHOULD BE USED WITH CAUTION.  THE MARK IS
 BH0475'LOCATED 12.8 MILES SOUTHEAST OF LUCEDALE IN AN OPEN FIELD JUST WEST OF
 BH0475'THE WEST R.O.W. OF THE MISSISSIPPI EXPORT RAILROAD TRACK, 3.8 MILES
 BH0475'SOUTH-SOUTHEAST OF AGRICOLA, 0.8 MILE SOUTH OF THE COMMUNITY OF
 BH0475'MOVELLA, IN THE SOUTHWEST 1/4 OF SECTION 29, T 3S, R 5W.  IT IS 205
 BH0475'FEET WEST OF THE CENTER OF STATE HIGHWAY 613, 87.5 FEET WEST OF THE
 BH0475'WEST RAIL, 147 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 BH0475'BLOCK HOUSE, 40 FEET WEST OF THE R.O.W. FENCE, 46 FEET SOUTHWEST OF A
 BH0475'T FENCE CORNER, 25 FEET SOUTH OF A FENCE.  IT IS SET IN THE TOP OF A
 BH0475'7-INCH SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS FLUSH
 BH0475'WITH THE GROUND.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH0475'LUCEDALE GO EAST ON U.S. HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION OF
 BH0475'STATE HIGHWAY 613.  TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY 613
 BH0475'FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND CONTINUE EAST ON STATE
 BH0475'HIGHWAY 613 FOR 8.7 MILES TO THE JUNCTION OF STATE HIGHWAY 612.
 BH0475'CONTINUE SOUTH ON STATE HIGHWAY 613 FOR 5.2 MILES TO THE CROSSROAD AT
 BH0475'MOVELLA.  CONTINUE SOUTH ON HIGHWAY 613 FOR 0.8 MILE TO A PRIVATE ROAD
 BH0475'AND THE MARK ON THE RIGHT.
 BH0475
 BH0475                          STATION RECOVERY (1978)
 BH0475
 BH0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BH0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2425 ***********************************************************************
 EH2425  DESIGNATION -  HUDGINS AZ MK
 EH2425  PID         -  EH2425
 EH2425  STATE/COUNTY-  MS/DE SOTO
 EH2425  USGS QUAD   -  HORN LAKE (1982)
 EH2425
 EH2425                         *CURRENT SURVEY CONTROL
 EH2425  ___________________________________________________________________
 EH2425* NAD 83(1986)-  34 59 30.     (N)    090 00 11.     (W)     SCALED    
 EH2425* NAVD 88     -       107.255  (meters)     351.89   (feet)  ADJUSTED  
 EH2425  ___________________________________________________________________
 EH2425  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH2425  DYNAMIC HT  -         107.155 (meters)     351.56  (feet)  COMP
 EH2425  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 EH2425
 EH2425  VERT ORDER  -  SECOND    CLASS 0
 EH2425
 EH2425.The horizontal coordinates were scaled from a topographic map and have
 EH2425.an estimated accuracy of +/- 6 seconds.
 EH2425
 EH2425.The orthometric height was determined by differential leveling
 EH2425.and adjusted in June 1991.
 EH2425
 EH2425.The geoid height was determined by GEOID03.
 EH2425
 EH2425.The dynamic height is computed by dividing the NAVD 88
 EH2425.geopotential number by the normal gravity value computed on the
 EH2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2425.degrees latitude (g = 980.6199 gals.).
 EH2425
 EH2425.The modeled gravity was interpolated from observed gravity values.
 EH2425
 EH2425;                    North         East    Units  Estimated Accuracy
 EH2425;SPC MS W     -   609,000.      730,150.      MT  (+/- 180 meters Scaled)
 EH2425
 EH2425                          SUPERSEDED SURVEY CONTROL
 EH2425
 EH2425  NGVD 29 (??/??/92)  107.22   (m)          351.8    (f) COMPUTED    2 0
 EH2425
 EH2425.Superseded values are not recommended for survey control.
 EH2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2425.See file dsdata.txt to determine how the superseded data were derived.
 EH2425
 EH2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU735762(NAD 83)
 EH2425_MARKER: DZ = AZIMUTH MARK DISK
 EH2425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH2425_STAMPING: HUDGINS 1959
 EH2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2425+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2425
 EH2425  HISTORY     - Date     Condition        Report By
 EH2425  HISTORY     - 1959     MONUMENTED       CGS
 EH2425  HISTORY     - 1971     GOOD             NGS
 EH2425  HISTORY     - 20030408 GOOD             USACE
 EH2425  HISTORY     - 20080421 MARK NOT FOUND   MSDOT
 EH2425
 EH2425                          STATION DESCRIPTION
 EH2425
 EH2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EH2425'TO REACH THE STATION FROM THE NEW POST OFFICE IN SOUTHHAVEN, MISS.
 EH2425'GO EAST ON STATE LINE ROAD FOR 0.6 OF A MILE TO THE INTERSTATE ROUTE
 EH2425'55 INTERCHANGE .  THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH OF
 EH2425'THE TENNESSEE-MISSISSIPPI STATE LINE IN DESOTO COUNTY MISSISSIPPI, 16
 EH2425'FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANES OF
 EH2425'INTERSTATE ROUTE 55, 5 FEET NORTH OF THE EXPANSION LOCK AT THE NORTH
 EH2425'END OF THE OVERPASS STRUCTURE, 3.5 FEET SOUTHWEST OF THE NORTH END OF
 EH2425'A BULLS NOSED, CONCRETE RAILING HEAD, AND 0.8 OF A FOOT ABOVE THE
 EH2425'DECK OF THE OVERPASS.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 EH2425'IN THE CONCRETE BASE OF THE CONCRETE RAILING HEAD AT THE NORTHEAST
 EH2425'END OF THE STRUCTURE AND THE DISK IS STAMPED HUDGINS 1959.
 EH2425
 EH2425                          STATION RECOVERY (1971)
 EH2425
 EH2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EH2425'RECOVERED IN GOOD CONDITION.
 EH2425
 EH2425                          STATION RECOVERY (2003)
 EH2425
 EH2425'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2425'NOT SUITABLE FOR GPS, TOO CLOSE TO INTERSTATE TRAFFIC.
 EH2425
 EH2425                          STATION RECOVERY (2008)
 EH2425
 EH2425'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2425'MARK WAS DESTROYED BY BRIDGE REPLACEMENT AND WIDENING OF INTERSTATE
 EH2425'55.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2747 ***********************************************************************
 CP2747  DESIGNATION -  HUMPY
 CP2747  PID         -  CP2747
 CP2747  STATE/COUNTY-  MS/CLAIBORNE
 CP2747  USGS QUAD   -  CARLISLE (1963)
 CP2747
 CP2747                         *CURRENT SURVEY CONTROL
 CP2747  ___________________________________________________________________
 CP2747* NAD 83(1993)-  32 03 18.86075(N)    090 49 10.56669(W)     ADJUSTED  
 CP2747* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 CP2747  ___________________________________________________________________
 CP2747  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP2747  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CP2747  HORZ ORDER  -  THIRD
 CP2747
 CP2747.The horizontal coordinates were established by classical geodetic methods
 CP2747.and adjusted by the National Geodetic Survey in May 1994.
 CP2747
 CP2747.The orthometric height was scaled from a topographic map.
 CP2747
 CP2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2747
 CP2747.The geoid height was determined by GEOID03.
 CP2747
 CP2747;                    North         East     Units Scale Factor Converg.
 CP2747;SPC MS W     -   283,377.728   654,080.582   MT  0.99997599   -0 15 29.1
 CP2747;SPC MS W     -   929,715.10  2,145,929.38   sFT  0.99997599   -0 15 29.1
 CP2747;UTM  15      - 3,548,637.962   705,848.549   MT  1.00012260   +1 09 27.4
 CP2747
 CP2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2747!SPC MS W     -   0.99998748  x   0.99997599  =   0.99996347
 CP2747!UTM  15      -   0.99998748  x   1.00012260  =   1.00011008
 CP2747
 CP2747:                Primary Azimuth Mark                     Grid Az
 CP2747:SPC MS W     -  HUMPY AZ MK                              030 52 12.0
 CP2747:UTM  15      -  HUMPY AZ MK                              029 27 15.5
 CP2747
 CP2747|---------------------------------------------------------------------|
 CP2747| PID    Reference Object                     Distance      Geod. Az  |
 CP2747|                                                           dddmmss.s |
 CP2747| CY4719 HUMPY AZ MK                                        0303642.9 |
 CP2747| CY4720 HUMPY RM 1                           25.952 METERS 05152     |
 CP2747| CY4722 HUMPY RM 3                           14.179 METERS 14320     |
 CP2747| CP2745 HANK                                APPROX. 5.9 KM 3282422.8 |
 CP2747| CY4721 HUMPY RM 2                           20.839 METERS 35202     |
 CP2747|---------------------------------------------------------------------|
 CP2747
 CP2747                          SUPERSEDED SURVEY CONTROL
 CP2747
 CP2747  NAD 83(1986)-  32 03 18.87452(N)    090 49 10.56241(W) AD(       ) 3
 CP2747  NAD 27      -  32 03 18.31800(N)    090 49 10.18900(W) AD(       ) 3
 CP2747
 CP2747.Superseded values are not recommended for survey control.
 CP2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2747.See file dsdata.txt to determine how the superseded data were derived.
 CP2747
 CP2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0584948638(NAD 83)
 CP2747_MARKER: DS = TRIANGULATION STATION DISK
 CP2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2747
 CP2747  HISTORY     - Date     Condition        Report By
 CP2747  HISTORY     - 1948     MONUMENTED       CGS
 CP2747  HISTORY     - 1956     GOOD             CGS
 CP2747  HISTORY     - 1971     GOOD             NGS
 CP2747
 CP2747                          STATION DESCRIPTION
 CP2747
 CP2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2747'STATION IS ABOUT 11.5 MILES NORTHEAST OF PORT GIBSON, 5.5
 CP2747'MILES SOUTH OF THE BIG BLACK RIVER, 4.5 MILES NORTH-NORTHWEST
 CP2747'OF CARLISLE, 31 FEET SOUTHEAST OF APPROXIMATE CENTERLINE
 CP2747'OF DIRT ROAD, AND 14 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS
 CP2747'POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 CP2747'HUMPY 1948.
 CP2747'
 CP2747'REFERENCE MARK NO. 1 IS 85.20 FEET NORTHEAST OF THE STATION
 CP2747'AND 25 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF DIRT
 CP2747'ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 CP2747'HUMPY NO 1 1948.
 CP2747'
 CP2747'REFERENCE MARK NO. 2 IS 68.37 FEET NORTH-NORTHWEST OF STATION
 CP2747'AND 40 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF DIRT
 CP2747'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 CP2747'HUMPY NO 2 1948.
 CP2747'
 CP2747'AZIMUTH MARK IS 0.15 MILE NORTH-NORTHEAST OF STATION VIA
 CP2747'DIRT ROAD, 24 FEET WEST OF APPROXIMATE CENTERLINE OF DIRT
 CP2747'ROAD, AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 CP2747'PROJECTS 8 INCHES, AND THE DISK IS STAMPED HUMPY 1948.
 CP2747'
 CP2747'TO REACH FROM THE COURTHOUSE IN PORT GIBSON, GO NORTH ON
 CP2747'U.S. HIGHWAY 61 FOR 3.9 MILES TO CROSS ROAD STORE, TURN
 CP2747'RIGHT AND GO 4.6 MILES TO C.L. NELSONS STORE IN WILLOWS,
 CP2747'KEEP STRAIGHT AHEAD FOR 0.3 MILE TO A FORK, TAKE RIGHT FORK
 CP2747'FOR 5.6 MILES TO A SIDE ROAD RIGHT, TURN SHARP RIGHT AND
 CP2747'GO 1.0 MILE TO THE STATION ON LEFT.
 CP2747'
 CP2747'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CP2747
 CP2747                          STATION RECOVERY (1956)
 CP2747
 CP2747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 CP2747'THE STATION WAS VISITED 5-16-56 AND ALL MARKS WERE FOUND
 CP2747'IN GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE WITH
 CP2747'A CORRECTED TO REACH, WHICH FOLLOWS--
 CP2747'
 CP2747'TO REACH THE STATION FROM THE COURTHOUSE IN PORT GIBSON,
 CP2747'GO EAST 2 BLOCKS TO U.S. HIGHWAY 61, TURN LEFT, NORTH, ON
 CP2747'U.S. HIGHWAY 61 AND GO 3.9 MILES TO A CROSSROAD AND THE
 CP2747'CROSSROAD STORE IN THE SOUTHWEST ANGLE, TURN RIGHT AND GO
 CP2747'4.5 MILES TO THE CROSSROAD IN THE SMALL SETTLEMENT OF WILLOWS,
 CP2747'CONTINUE FOR 0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO
 CP2747'5.25 MILES TO A SIDE ROAD RIGHT IN A DEEP CUT, TURN RIGHT
 CP2747'AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CP2747'FOR 0.1 MILE TO THE STATION ON THE LEFT IN THE MIDDLE OF
 CP2747'A CURVE.
 CP2747
 CP2747                          STATION RECOVERY (1971)
 CP2747
 CP2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CP2747'THE STATION WAS VISITED 11-5-71 AND THE STATION AND R.M.
 CP2747'NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CP2747'WAS FOUND DESTROYED.  THE DISK WAS STAMPED R.M. NO. 3 AND
 CP2747'THE MONUMENT USED TO ESTABLISH REFERENCE MARK NO. 3, THE
 CP2747'AZIMUTH MARK WAS SEARCHED FOR AT THIS DATE BUT NOT FOUND.
 CP2747'A NEW DESCRIPTION FOLLOWS--
 CP2747'
 CP2747'THE STATION IS LOCATED ABOU 12 MILES NORTHEAST OF PORT GIBSON,
 CP2747'6.5 MILES NORTH-NORTHEAST OF HERMONVILLE AND 4 MILES EAST-NORTHEAST
 CP2747'OF WILLOWS IN THE NORTHWEST 1/4 OF SEC. 16, T13N, R4E, AND
 CP2747'0.85 MILE SOUTHEAST OF THE NATCHEZ TRACE, 45 FEET SOUTHEAST
 CP2747'OF THE CENTER OF A GRAVELED ROAD, 20 FEET NORTHWEST OF THE
 CP2747'CENTER OF A TRACK ROAD, 23 FEET EAST OF A 6-INCH CEDAR TREE,
 CP2747'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A
 CP2747'TRIANGULATION STATION DISK STAMPED HUMPY 1948, PROJECTING 6
 CP2747'INCHES.
 CP2747'
 CP2747'REFERENCE MARK NO. 1 IS 85.15 FEET NORTHEAST OF THE STATION,
 CP2747'34 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 26 FEET
 CP2747'NORTHEAST OF THE CENTER OF A TRACK ROAD AND 1 FOOT SOUTHEAST
 CP2747'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 CP2747'DISK STAMPED HUMPY NO. 1 1948 PROJECTING 4 INCHES.
 CP2747'
 CP2747'REFERENCE MARK NO. 3 IS 46.52 FEET SOUTHEAST OF THE STATION,
 CP2747'22 FEET SOUTHEAST OF A TRACK ROAD, 92 FEET SOUTHEAST OF
 CP2747'A GRAVELED ROAD, AND 1 FOOT NORTHWEST OF A METAL WITNESS
 CP2747'POST.  A REFERENCE MARK DISK STAMPED HUMPY NO. 3 1948 1971
 CP2747'PROJECTING 4 INCHES.
 CP2747'
 CP2747'TO REACH THE STATION FROM THE POST OFFICE IN PORT GIBSON,
 CP2747'GO EAST ON ORANGE STREET FOR 0.1 MILE TO U.S. HIGHWAY 61,
 CP2747'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 61 FOR 0.5 MILE TO
 CP2747'ITS JUNCTION WITH STATE HIGHWAY 18, TURN RIGHT AND GO EAST
 CP2747'FOR 1.1 MILE TO THE NATCHEZ TRACE PARKWAY, TURN LEFT AND
 CP2747'GO NORTHEAST ON NATCHEZ TRACE PARKWAY FOR 11.8 MILES TO
 CP2747'A CROSSROAD, TURN RIGHT AND GO SOUTHEAST FOR 0.85 MILE TO
 CP2747'THE STATION ON THE LEFT.
 CP2747'
 CP2747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 CP2747'NORTH-NORTHEAST OF HERMONVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9578 ***********************************************************************
 AA9578  DESIGNATION -  HUNT RESET
 AA9578  PID         -  AA9578
 AA9578  STATE/COUNTY-  MS/ISSAQUENA
 AA9578  USGS QUAD   -  VALLEY PARK (1988)
 AA9578
 AA9578                         *CURRENT SURVEY CONTROL
 AA9578  ___________________________________________________________________
 AA9578* NAD 83(1993)-  32 37 58.52553(N)    090 45 34.32026(W)     ADJUSTED  
 AA9578* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 AA9578  ___________________________________________________________________
 AA9578  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA9578  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AA9578  HORZ ORDER  -  THIRD
 AA9578
 AA9578.The horizontal coordinates were established by classical geodetic methods
 AA9578.and adjusted by the National Geodetic Survey in May 1994.
 AA9578
 AA9578.The orthometric height was scaled from a topographic map.
 AA9578
 AA9578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9578
 AA9578.The geoid height was determined by GEOID03.
 AA9578
 AA9578;                    North         East     Units Scale Factor Converg.
 AA9578;SPC MS W     -   347,412.416   660,007.965   MT  0.99996971   -0 13 47.4
 AA9578;SPC MS W     - 1,139,802.23  2,165,376.13   sFT  0.99996971   -0 13 47.4
 AA9578;UTM  15      - 3,612,810.730   710,180.009   MT  1.00014476   +1 12 31.1
 AA9578
 AA9578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9578!SPC MS W     -   0.99999980  x   0.99996971  =   0.99996951
 AA9578!UTM  15      -   0.99999980  x   1.00014476  =   1.00014456
 AA9578
 AA9578|---------------------------------------------------------------------|
 AA9578| PID    Reference Object                     Distance      Geod. Az  |
 AA9578|                                                           dddmmss.s |
 AA9578| CY4726 HUNT RM 3                            25.683 METERS 06922     |
 AA9578| CY4725 HUNT RM 2                            26.735 METERS 17628     |
 AA9578| CY4723 HUNT AZ MK                                         2061732.7 |
 AA9578| CY4724 HUNT RM 1                            26.920 METERS 32054     |
 AA9578|---------------------------------------------------------------------|
 AA9578
 AA9578                          SUPERSEDED SURVEY CONTROL
 AA9578
 AA9578  NAD 83(1986)-  32 37 58.53891(N)    090 45 34.31599(W) AD(       ) 3
 AA9578
 AA9578.Superseded values are not recommended for survey control.
 AA9578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9578.See file dsdata.txt to determine how the superseded data were derived.
 AA9578
 AA9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS1018012811(NAD 83)
 AA9578_MARKER: DS = TRIANGULATION STATION DISK
 AA9578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9578_SP_SET: SET IN CONCRETE POST
 AA9578_STAMPING: HUNT 1959 1974
 AA9578_MARK LOGO: NGS   
 AA9578_PROJECTION: FLUSH
 AA9578
 AA9578  HISTORY     - Date     Condition        Report By
 AA9578  HISTORY     - 1974     MONUMENTED       NGS
 AA9578
 AA9578                          STATION DESCRIPTION
 AA9578
 AA9578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 AA9578'THE STATION WAS VISITED 9-4-74 AND REFERENCE MARK NO 1 AND
 AA9578'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION
 AA9578'SURFACE MARK AND REFERENCE MARK NO 2 WERE FOUND OUT OF THE
 AA9578'GROUND.  A NEW STATION SURFACE MARK WAS ESTABLISHED OVER
 AA9578'THE UNDERGROUND MARK AND REFERENCE MARK NO 2 MONUMENT WAS
 AA9578'RESET AS REFERENCE MARK NO 3 AT THIS TIME.  A NEW DESCRIPTION
 AA9578'FOLLOWS--
 AA9578'
 AA9578'THE STATION IS LOCATED AT THE SITE OF THE THORNTON HUNTING CLUB,
 AA9578'ABOUT 6.75 MILES EAST OF VALLEY PARK, 5.5 MILES NORTH-NORTHWEST
 AA9578'OF THE SMALL VILLAGE OF ELDORADO, 1.5 MILES SOUTH OF THE
 AA9578'SHARKEY-ISSAQUENA COUNTY LINE AND 0.05 MILE WEST OF THE LITTLE
 AA9578'SUNFLOWER RIVER ON PROPERTY OF THE DELTA WILDLIFE AND FORESTRY
 AA9578'INC.
 AA9578'
 AA9578'TO REACH FROM THE POST OFFICE ON U.S. HIGHWAY 61 IN VALLEY
 AA9578'PARK GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE TO A PAVED
 AA9578'SIDE ROAD ON THE RIGHT AT OLD VALLEY PARK BAPTIST CHURCH.
 AA9578'TURN RIGHT AND FOLLOW A PAVED ROAD EAST FOR 0.1 MILE TO A
 AA9578'FORK.  TAKE THE RIGHT FORK AND GO EAST FOR 0.9 MILE TO A
 AA9578'POINT WHERE A PAVED ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD
 AA9578'ON A GRAVEL ROAD FOR 1.15 MILES TO A SIDE ROAD ON THE RIGHT
 AA9578'AND ENTRANCE TO WILDLIFE MANAGEMENT AREA.  CONTINUE STRAIGHT
 AA9578'AHEAD ON THE MAIN GRAVEL ROAD FOR 4.9 MILES TO A FORK.  TAKE
 AA9578'THE RIGHT FORK AND GO SOUTH FOR 0.5 MILES TO THE SOUTHWEST
 AA9578'CORNER OF THE HUNTING CLUB AREA AND STATION.
 AA9578'
 AA9578'THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 AA9578'FLUSH WITH THE GROUND AND STAMPED HUNT 1959 1974.  IT IS 200
 AA9578'FEET WEST OF THE WEST BANK OF THE BAYOU, 176 FEET SOUTHWEST
 AA9578'OF A POWER POLE WITH A TRANSFORMER, 85 FEET WEST-SOUTHWEST OF
 AA9578'THE SOUTHWEST CORNER OF A HUNTING LODGE, 45.0 FEET WEST OF
 AA9578'A POWER LINE, 42.5 FEET NORTHEAST OF A 55 INCH OAK TREE, 40.5
 AA9578'FEET EAST OF A TRIPLE FORKED GUM TREE, 11.0 FEET WEST OF THE
 AA9578'CENTER OF A GRAVEL ROAD, 1.0 FEET SOUTH OF A METAL WITNESS
 AA9578'POST AND SIGN.
 AA9578'
 AA9578'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AA9578'POST, PROJECTING 1 INCH AND STAMPED HUNT NO 1 1959.  IT IS
 AA9578'141 FEET WEST OF THE SOUTHWEST CORNER OF THE HUNTING LODGE,
 AA9578'64.5 FEET NORTH OF A TRIPLE FORKED TREE, 48.0 FEET WEST OF THE
 AA9578'GRAVEL ROAD, AND 1.0 FEET WEST OF A METAL WITNESS POST AND SIGN.
 AA9578'
 AA9578'REFERENCE MARK NO 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AA9578'POST FLUSH WITH THE GROUND AND STAMPED HUNT NO 3 1959 1974.
 AA9578'IT IS 74 FEET EAST OF THE CENTER OF A GRAVEL ROAD, AND 1 FOOT WEST
 AA9578'OF THE SOUTHWEST CORNER OF A CLUBHOUSE.
 AA9578'
 AA9578'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 3 IS 140 FEET.
 AA9578'
 AA9578'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 AA9578'A STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 AA9578'GROUND AND STAMPED HUNT 1959.  IT IS 15 FEET WEST OF THE
 AA9578'SECOND POWER POLE SOUTH OF THE STATION, 13 FEET WEST OF THE
 AA9578'CENTER OF A DIRT ROAD AND 1 FOOT EAST OF A METAL WITNESS
 AA9578'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1681 ***********************************************************************
 EG1681  DESIGNATION -  HUNTERS
 EG1681  PID         -  EG1681
 EG1681  STATE/COUNTY-  MS/BENTON
 EG1681  USGS QUAD   -  CHILLI CREEK (1982)
 EG1681
 EG1681                         *CURRENT SURVEY CONTROL
 EG1681  ___________________________________________________________________
 EG1681* NAD 83(1993)-  34 40 15.93074(N)    089 12 05.31790(W)     ADJUSTED  
 EG1681* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 EG1681  ___________________________________________________________________
 EG1681  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EG1681  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EG1681  HORZ ORDER  -  SECOND
 EG1681
 EG1681.The horizontal coordinates were established by classical geodetic methods
 EG1681.and adjusted by the National Geodetic Survey in May 1994.
 EG1681
 EG1681.The orthometric height was scaled from a topographic map.
 EG1681
 EG1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1681
 EG1681.The geoid height was determined by GEOID03.
 EG1681
 EG1681;                    North         East     Units Scale Factor Converg.
 EG1681;SPC MS E     -   573,448.349   266,260.503   MT  0.99996403   -0 12 33.9
 EG1681;SPC MS E     - 1,881,388.46    873,556.33   sFT  0.99996403   -0 12 33.9
 EG1681;UTM  16      - 3,838,774.438   298,293.382   MT  1.00010149   -1 15 10.0
 EG1681
 EG1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1681!SPC MS E     -   0.99997508  x   0.99996403  =   0.99993911
 EG1681!UTM  16      -   0.99997508  x   1.00010149  =   1.00007657
 EG1681
 EG1681|---------------------------------------------------------------------|
 EG1681| PID    Reference Object                     Distance      Geod. Az  |
 EG1681|                                                           dddmmss.s |
 EG1681| CG3519 HUNTERS RM 1                         18.128 METERS 05520     |
 EG1681| EG1678 HICKORY FLAT MICROWAVE MAST         APPROX. 9.2 KM 1352553.8 |
 EG1681| CG3520 HUNTERS RM 2                         15.324 METERS 18338     |
 EG1681| EG1683 RIDGE                               APPROX.10.1 KM 2775734.3 |
 EG1681|---------------------------------------------------------------------|
 EG1681
 EG1681                          SUPERSEDED SURVEY CONTROL
 EG1681
 EG1681  NAD 83(1986)-  34 40 15.94195(N)    089 12 05.31655(W) AD(       ) 2
 EG1681  NAD 27      -  34 40 15.58976(N)    089 12 05.06023(W) AD(       ) 2
 EG1681
 EG1681.Superseded values are not recommended for survey control.
 EG1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1681.See file dsdata.txt to determine how the superseded data were derived.
 EG1681
 EG1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9829338774(NAD 83)
 EG1681_MARKER: DS = TRIANGULATION STATION DISK
 EG1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1681
 EG1681  HISTORY     - Date     Condition        Report By
 EG1681  HISTORY     - 1967     MONUMENTED       CGS
 EG1681  HISTORY     - 19780405 MARK NOT FOUND   USGS
 EG1681
 EG1681                          STATION DESCRIPTION
 EG1681
 EG1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 EG1681'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF HOLLY SPRINGS, 15
 EG1681'MILES SOUTHWEST OF
 EG1681'RIPLEY, 6 MILES NORTHEAST OF POTTS CAMP, 4 MILES
 EG1681'NORTHWEST OF HICKORY FLAT, IN HOLLY
 EG1681'SPRINGS NATIONAL FOREST AND IT IS
 EG1681'ON THE HILL TO THE WEST-NORTHWEST OF WHAT THE LOCAL
 EG1681'PEOPLE CALL HUNTERS HILL.
 EG1681'
 EG1681'TO REACH FROM THE JUNCTION OF U S HIGHWAY 78, STATE ROUTES 5 AND 2 IN
 EG1681'HICKORY FLAT, GO
 EG1681'NORTH ON STATE ROUTES 5 AND 2 FOR 0.35 MILE TO THE
 EG1681'JUNCTION OF STATE ROUTES 5 AND 2,
 EG1681'KEEP STRAIGHT AHEAD ON STATE ROUTE
 EG1681'5 FOR 2.9 MILES TO A SIDE ROAD LEFT AT A LARGE SIGN,
 EG1681'HOLLY SPRINGS
 EG1681'NATIONAL FOREST, TURN LEFT AND GO WESTERLY FOR 1.1 MILES TO A REVERSE
 EG1681'FORK, CONTINUE
 EG1681'STRAIGHT AHEAD NORTHWESTERLY FOR 0.3 MILE TO FORK,
 EG1681'KEEP LEFT FORK AND GO WESTERLY UP
 EG1681'HILL 0.1 MILE TO END OF ROAD AND
 EG1681'STATION ON LEFT AS DESCRIBED.
 EG1681'
 EG1681'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EG1681'
 EG1681'STATION MARK, STAMPED HUNTERS 1967, PROJECTS 8 INCHES.  IT IS 49 FEET
 EG1681'SOUTH OF CENTER OF
 EG1681'ROAD, 41 FEET SOUTH OF TRIANGLE BLAZED PINE TREE,
 EG1681'29.5 FEET EAST OF A LARGE TRIANGLE
 EG1681'BLAZED PINE TREE AND 2.0 FEET
 EG1681'SOUTHWEST OF WITNESS POST.
 EG1681'
 EG1681'RM 1, STAMPED HUNTERS NO 1 1967, PROJECTS 8 INCHES.  IT IS 81 FEET
 EG1681'EAST-NORTHEAST OF
 EG1681'A LARGE TRIANGLE BLAZED PINE TREE, 24 FEET SOUTH OF
 EG1681'CENTER OF ROAD AND 2.0 FEET
 EG1681'SOUTHWEST OF THE WITNESS POST.
 EG1681'
 EG1681'RM 2, STAMPED HUNTERS NO 2 1967, PROJECTS 6 INCHES.  IT IS 64 FEET
 EG1681'SOUTHEAST OF A
 EG1681'LARGE TRIANGLE BLAZED PINE TREE, 26 FEET SOUTHWEST OF
 EG1681'A LARGE OAK TREE AND 2.0 FEET
 EG1681'EAST OF THE WITNESS POST.
 EG1681'
 EG1681'NO MEASURMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY UNDERGROWTH OF
 EG1681'BRUSH.
 EG1681'
 EG1681'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1681
 EG1681                          STATION RECOVERY (1978)
 EG1681
 EG1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JBC)
 EG1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0195 ***********************************************************************
 BH0195  DESIGNATION -  HURL
 BH0195  PID         -  BH0195
 BH0195  STATE/COUNTY-  MS/JACKSON
 BH0195  USGS QUAD   -  HURLEY (1985)
 BH0195
 BH0195                         *CURRENT SURVEY CONTROL
 BH0195  ___________________________________________________________________
 BH0195* NAD 83(1993)-  30 38 57.33845(N)    088 29 08.55512(W)     ADJUSTED  
 BH0195* NAVD 88     -        26.87   (+/-2cm)      88.2    (feet)  VERTCON   
 BH0195  ___________________________________________________________________
 BH0195  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BH0195  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 BH0195  HORZ ORDER  -  SECOND
 BH0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0195
 BH0195.The horizontal coordinates were established by classical geodetic methods
 BH0195.and adjusted by the National Geodetic Survey in May 1994.
 BH0195
 BH0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0195.The vertical order pertains to the NGVD 29 superseded value.
 BH0195
 BH0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0195
 BH0195.The geoid height was determined by GEOID03.
 BH0195
 BH0195;                    North         East     Units Scale Factor Converg.
 BH0195;SPC MS E     -   127,444.979   333,318.856   MT  0.99996369   +0 10 38.0
 BH0195;SPC MS E     -   418,125.74  1,093,563.61   sFT  0.99996369   +0 10 38.0
 BH0195;SPC AL W     -    72,385.224   505,521.769   MT  1.00004341   -0 30 09.1
 BH0195;UTM  16      - 3,391,673.309   357,640.958   MT  0.99985000   -0 45 27.1
 BH0195
 BH0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0195!SPC MS E     -   1.00000029  x   0.99996369  =   0.99996398
 BH0195!SPC AL W     -   1.00000029  x   1.00004341  =   1.00004370
 BH0195!UTM  16      -   1.00000029  x   0.99985000  =   0.99985029
 BH0195
 BH0195|---------------------------------------------------------------------|
 BH0195| PID    Reference Object                     Distance      Geod. Az  |
 BH0195|                                                           dddmmss.s |
 BH0195| BH0197 HURL RM 2                            25.329 METERS 11033     |
 BH0195| BH0198 PINE                                APPROX. 1.5 KM 1725840.1 |
 BH0195| BH0196 HURL RM 1                            26.228 METERS 19146     |
 BH0195|---------------------------------------------------------------------|
 BH0195
 BH0195                          SUPERSEDED SURVEY CONTROL
 BH0195
 BH0195  NAD 83(1993)-  30 38 57.34473(N)    088 29 08.54939(W) AD(       ) 2
 BH0195  NAD 83(1986)-  30 38 57.36038(N)    088 29 08.55171(W) AD(       ) 2
 BH0195  NAD 27      -  30 38 56.65900(N)    088 29 08.49800(W) AD(       ) 2
 BH0195  NGVD 29 (??/??/??)   26.839  (m)           88.05   (f) ADJUSTED    2 0
 BH0195
 BH0195.Superseded values are not recommended for survey control.
 BH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0195.See file dsdata.txt to determine how the superseded data were derived.
 BH0195
 BH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5764191673(NAD 83)
 BH0195_MARKER: DS = TRIANGULATION STATION DISK
 BH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0195_STAMPING: HURL 1921
 BH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0195+STABILITY: SURFACE MOTION
 BH0195
 BH0195  HISTORY     - Date     Condition        Report By
 BH0195  HISTORY     - 1921     MONUMENTED       CGS
 BH0195  HISTORY     - 1939     GOOD             CGS
 BH0195  HISTORY     - 1958     GOOD             CGS
 BH0195  HISTORY     - 1968     GOOD             MSHD
 BH0195  HISTORY     - 1968     GOOD             MSHD
 BH0195
 BH0195                          STATION DESCRIPTION
 BH0195
 BH0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0195'STATION IS 1/2 MILE S OF HURLEY ON E (RIGHT) SIDE OF TRACK, ON
 BH0195'EXTENSION OF BACK TANGENT W (LEFT) RAIL, EXTENSION OF FORWARD
 BH0195'TANGENT E (RIGHT) RAIL, OF FIRST CURVE S OF HURLEY, 150 METERS S OF
 BH0195'MILEPOST P 22, AND 17.150 METERS (56.27 FEET) E OF E AND NEAREST
 BH0195'RAIL.
 BH0195'
 BH0195'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0195'SET IN CONCRETE.
 BH0195'
 BH0195'REFERENCE MARKS ARE ON THE E SIDE OF TRACK.
 BH0195
 BH0195                          STATION RECOVERY (1939)
 BH0195
 BH0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JWM)
 BH0195'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH0195
 BH0195                          STATION RECOVERY (1958)
 BH0195
 BH0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 BH0195'1.0 MI S FROM HURLEY.
 BH0195'LOCATED 1.0 MILE SOUTH ALONG THE MISSISSIPPI EXPORT RAILROAD FROM
 BH0195'HURLEY, AT THE FIRST CURVE IN THE TRACK SOUTH OF HURLEY, AT THE
 BH0195'INTERSECTION OF THE PROJECTED TANGENT OF THE WEST RAIL TO THE SOUTH
 BH0195'AND THE EAST RAIL TO THE NORTHWEST, 0.1 MILE SOUTHEAST OF AN OLD HOUSE
 BH0195'ON THE EAST SIDE OF THE TRACK, 54 FEET NORTHEAST OF THE NORTHEAST RAIL
 BH0195'AND 16 FEET SOUTHWEST OF A FENCE LINE.  IT IS A STANDARD TRIANGULATION
 BH0195'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 BH0195'LEVEL WITH THE TRACKS.
 BH0195
 BH0195                          STATION RECOVERY (1968)
 BH0195
 BH0195'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH0195'THE STATION WAS VISITED 6-27-68 AND THE STATION MARK WAS FOUND IN
 BH0195'GOOD CONDITION.  RM-1 AND RM-2 WERE FOUND DESTROYED.
 BH0195'
 BH0195'THE STATION IS LOCATED 0.7 MILE SOUTHWEST OF THE APPROXIMATE CENTER
 BH0195'OF HURLEY ON THE EAST R.O.W. OF THE MISSISSIPPI EXPORT RAILROAD
 BH0195'TRACK, 4.9 MILES EAST-NORTHEAST OF WADE IN THE SOUTHEAST 1/4 OF
 BH0195'SECTION 33, T 4S, R 5W.  IT IS 55 FEET EAST OF THE EAST RAIL, 9
 BH0195'FEET EAST OF THE CENTER OF A BLACKTOP ROAD, 68.5 FEET NORTHWEST OF
 BH0195'THE SOUTHWEST CORNER OF A FRAME HOUSE, 83.5 FEET SOUTH OF A POWER
 BH0195'LINE POLE WITH A TRANSFORMER, 12 FEET NORTH OF THE EXTENDED SOUTH
 BH0195'WALL OF THE FRAME HOUSE, 4 FEET SOUTH OF THE CENTER OF A DRIVEWAY.
 BH0195'IT IS SET IN THE TOP OF A 13-INCH SQUARE CONCRETE POST ABOUT 1
 BH0195'FOOT BELOW THE LEVEL OF THE TRACK AND IS 4 INCHES BELOW THE SURFACE
 BH0195'OF THE GROUND, STAMPED HURL 1921.
 BH0195'
 BH0195'TO REACH FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH AND
 BH0195'NORTHWEST ON STATE HIGHWAY 63 FOR 0.85 MILE TO THE SWING BRIDGE
 BH0195'OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON STATE HIGHWAY 63 FOR 7.0
 BH0195'MILES TO THE JUNCTION OF MISSISSPPI HIGHWAY 613.  CONTINUE
 BH0195'NORTHEAST ON MISSISSIPPI HIGHWAY 613 FOR 11.1 MILES TO A CROSSROADS
 BH0195'WITH THE SWENDSENS CAFE IN THE SOUTHEAST ANGLE.  TURN RIGHT
 BH0195'(SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.1 MILE TO A SIDE
 BH0195'ROAD RIGHT ON THE EAST SIDE OF THE MISSISSIPPI EXPORT RAILROAD
 BH0195'TRACK.  TURN RIGHT (SOUTH) AND CONTINUE ON A BLACKTOP ROAD FOR 0.5
 BH0195'MILE TO A DRIVEWAY LEADING TO A FRAME HOUSE AT THE END OF THE
 BH0195'BLACKTOP AND THE MARK ON THE LEFT AS DESCRIBED.
 BH0195'
 BH0195'IT IS A TRIANGULATION DISK, STAMPED HURL 1921 AND IS 4 INCHES BELOW
 BH0195'THE SURFACE OF THE GROUND.
 BH0195'
 BH0195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.7 MILE SOUTHWEST
 BH0195'OF HURLEY
 BH0195
 BH0195                          STATION RECOVERY (1968)
 BH0195
 BH0195'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BH0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2484 ***********************************************************************
 BH2484  DESIGNATION -  HURLEY FIRE TOWER
 BH2484  PID         -  BH2484
 BH2484  STATE/COUNTY-  MS/JACKSON
 BH2484  USGS QUAD   -  HARLESTON (1982)
 BH2484
 BH2484                         *CURRENT SURVEY CONTROL
 BH2484  ___________________________________________________________________
 BH2484* NAD 83(1993)-  30 39 39.84351(N)    088 30 01.02408(W)     ADJUSTED  
 BH2484* NAVD 88     -              **(meters)            **(feet)            
 BH2484  ___________________________________________________________________
 BH2484  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH2484  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BH2484  HORZ ORDER  -  THIRD
 BH2484
 BH2484.The horizontal coordinates were established by classical geodetic methods
 BH2484.and adjusted by the National Geodetic Survey in May 1994.
 BH2484
 BH2484
 BH2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2484
 BH2484.The geoid height was determined by GEOID03.
 BH2484
 BH2484;                    North         East     Units Scale Factor Converg.
 BH2484;SPC MS E     -   128,749.655   331,918.019   MT  0.99996256   +0 10 11.4
 BH2484;SPC MS E     -   422,406.16  1,088,967.70   sFT  0.99996256   +0 10 11.4
 BH2484;UTM  16      - 3,393,000.522   356,261.747   MT  0.99985487   -0 45 54.8
 BH2484
 BH2484                          SUPERSEDED SURVEY CONTROL
 BH2484
 BH2484  NAD 83(1993)-  30 39 39.84937(N)    088 30 01.01907(W) AD(       ) 4
 BH2484  NAD 83(1986)-  30 39 39.86431(N)    088 30 01.02214(W) AD(       ) 4
 BH2484  NAD 27      -  30 39 39.16400(N)    088 30 00.96400(W) AD(       ) 3
 BH2484
 BH2484.Superseded values are not recommended for survey control.
 BH2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2484.See file dsdata.txt to determine how the superseded data were derived.
 BH2484
 BH2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5626293001(NAD 83)
 BH2484_MARKER: 57 = LOOKOUT TOWER
 BH2484
 BH2484  HISTORY     - Date     Condition        Report By
 BH2484  HISTORY     - 1943     FIRST OBSERVED   CGS
 BH2484  HISTORY     - 1968     GOOD             MSHD
 BH2484
 BH2484                          STATION DESCRIPTION
 BH2484
 BH2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BH2484'THIS INTERSECTION STATION IS LOCATED ABOUT 22.0 MILES N OF PASCAGOULA
 BH2484'AND ABOUT 5.0 MILES E OF MISSISSIPPI HIGHWAY 63.  IT IS A STANDARD
 BH2484'LOOKOUT OF THE MISSISSIPPI STATE FORESTRY SERVICE.  THE TOWER WAS
 BH2484'ERECTED IN 1925 AND IS APPROXIMATELY 100 FEET IN HEIGHT.
 BH2484'
 BH2484'THIS STATION WAS NOT VISITED.
 BH2484
 BH2484                          STATION RECOVERY (1968)
 BH2484
 BH2484'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH2484'THE STATION WAS VISITED 8-15-68 AND THE STATION WAS FOUND IN GOOD
 BH2484'CONDITION.
 BH2484'
 BH2484'THE STATION IS LOCATED 0.4 MILE WEST NORTHWEST OF HURLEY AND 4.4
 BH2484'MILES SOUTH SOUTHEAST OF HARLESTON IN THE NORTHEAST 1/4 OF
 BH2484'SECTION 32, T 4S, R 5W AND ON PROPERTY OWNED BY MISSISSIPPI FORESTRY
 BH2484'COMMISSION.  IT IS A GLASS ENCLOSED STEEL CABIN ATOP A FOUR LEGGED
 BH2484'STEEL STRUCTURE APPROXIMATELY 100 FEET HIGH.
 BH2484'
 BH2484'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO NORTH
 BH2484'AND NORTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.85 MILE TO THE SWING
 BH2484'BRIDGE OVER THE ESCATAWPA RIVER.  CONTINUE NORTH ON MISSISSIPPI
 BH2484'HIGHWAY 63 FOR 7.0 MILES TO THE JUNCTION OF MISSISSIPPI
 BH2484'HIGHWAY 613.  CONTINUE NORTHEAST ON MISSISSIPPI HIGHWAY 613 FOR 11.3
 BH2484'MILES TO A SIDE ROAD LEFT IN THE VILLAGE OF HURLEY.  TURN LEFT
 BH2484'(WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.4 MILE TO A DRIVEWAY
 BH2484'LEADING TO THE TOWER ON THE RIGHT.  TURN RIGHT (NORTH) AND CONTINUE
 BH2484'ON THE DRIVEWAY FOR 0.05 MILE TO THE TOWER ON THE LEFT AS
 BH2484'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1990 ***********************************************************************
 BW1990  DESIGNATION -  HURRICANE
 BW1990  PID         -  BW1990
 BW1990  STATE/COUNTY-  MS/LINCOLN
 BW1990  USGS QUAD   -  ZETUS (1972)
 BW1990
 BW1990                         *CURRENT SURVEY CONTROL
 BW1990  ___________________________________________________________________
 BW1990* NAD 83(1993)-  31 30 47.39721(N)    090 37 22.24232(W)     ADJUSTED  
 BW1990* NAVD 88     -       140.626  (meters)     461.37   (feet)  ADJUSTED  
 BW1990  ___________________________________________________________________
 BW1990  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BW1990  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1990  DYNAMIC HT  -         140.454 (meters)     460.81  (feet)  COMP
 BW1990  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 BW1990
 BW1990  HORZ ORDER  -  THIRD
 BW1990  VERT ORDER  -  SECOND    CLASS II
 BW1990
 BW1990.The horizontal coordinates were established by classical geodetic methods
 BW1990.and adjusted by the National Geodetic Survey in May 1994.
 BW1990
 BW1990.The orthometric height was determined by differential leveling
 BW1990.and adjusted in May 1996.
 BW1990
 BW1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW1990
 BW1990.The geoid height was determined by GEOID03.
 BW1990
 BW1990.The dynamic height is computed by dividing the NAVD 88
 BW1990.geopotential number by the normal gravity value computed on the
 BW1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1990.degrees latitude (g = 980.6199 gals.).
 BW1990
 BW1990.The modeled gravity was interpolated from observed gravity values.
 BW1990
 BW1990;                    North         East     Units Scale Factor Converg.
 BW1990;SPC MS W     -   223,206.901   672,500.887   MT  0.99995932   -0 09 04.8
 BW1990;SPC MS W     -   732,304.64  2,206,363.33   sFT  0.99995932   -0 09 04.8
 BW1990;UTM  15      - 3,488,924.492   725,742.860   MT  1.00022857   +1 14 35.0
 BW1990
 BW1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW1990!SPC MS W     -   0.99998202  x   0.99995932  =   0.99994134
 BW1990!UTM  15      -   0.99998202  x   1.00022857  =   1.00021058
 BW1990
 BW1990:                Primary Azimuth Mark                     Grid Az
 BW1990:SPC MS W     -  HURRICANE AZ MK                          076 45 51.3
 BW1990:UTM  15      -  HURRICANE AZ MK                          075 22 11.5
 BW1990
 BW1990|---------------------------------------------------------------------|
 BW1990| PID    Reference Object                     Distance      Geod. Az  |
 BW1990|                                                           dddmmss.s |
 BW1990| CY4727 HURRICANE AZ MK                                    0763646.5 |
 BW1990| BW1991 HURRICANE RM 1                       49.036 METERS 07846     |
 BW1990| BW1989 HURRICANE RM 2                       39.928 METERS 17300     |
 BW1990| BW2357 QUENTIN                             APPROX.12.2 KM 3010710.6 |
 BW1990|---------------------------------------------------------------------|
 BW1990
 BW1990                          SUPERSEDED SURVEY CONTROL
 BW1990
 BW1990  NAD 83(1986)-  31 30 47.41310(N)    090 37 22.23872(W) AD(       ) 3
 BW1990  NAD 27      -  31 30 46.79000(N)    090 37 21.88500(W) AD(       ) 3
 BW1990  NGVD 29 (??/??/92)  140.676  (m)          461.53   (f) ADJ UNCH    2 2
 BW1990
 BW1990.Superseded values are not recommended for survey control.
 BW1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1990.See file dsdata.txt to determine how the superseded data were derived.
 BW1990
 BW1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ2574388924(NAD 83)
 BW1990_MARKER: DS = TRIANGULATION STATION DISK
 BW1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1990_STAMPING: HURRICANE 1949
 BW1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1990+STABILITY: SURFACE MOTION
 BW1990
 BW1990  HISTORY     - Date     Condition        Report By
 BW1990  HISTORY     - 1949     MONUMENTED       CGS
 BW1990  HISTORY     - 1956     GOOD             CGS
 BW1990  HISTORY     - 1968     GOOD             MSHD
 BW1990  HISTORY     - 1970     GOOD             MSSU
 BW1990  HISTORY     - 1971     GOOD             NGS
 BW1990  HISTORY     - 1975     GOOD             MSHD
 BW1990  HISTORY     - 1976     GOOD             MSHD
 BW1990
 BW1990                          STATION DESCRIPTION
 BW1990
 BW1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW1990'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST
 BW1990'OF BROOKHAVEN, 0.5 MILE EAST OF THE FRANKLIN-LINCOLN COUNTY
 BW1990'LINE, 60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 84,
 BW1990'19 FEET SOUTH-SOUTHWEST OF A 12-INCH OAK TREE, 17.5 FEET
 BW1990'EAST-SOUTHEAST OF A STANDARD WITNESS POST AND ON LAND OWNED
 BW1990'BY MR. FRED HERREN.
 BW1990'
 BW1990'TO REACH THE STATION FROM THE BROOKHAVEN POST OFFICE, GO
 BW1990'SOUTHWESTERLY ON U.S. HIGHWAY 84 FOR 8.95 MILES TO STATION
 BW1990'PANTHER ON THE LEFT, CONTINUE WESTERLY ON THE HIGHWAY FOR
 BW1990'3.85 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WESTERLY
 BW1990'ON THE HIGHWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT
 BW1990'AS DESCRIBED.
 BW1990'
 BW1990'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK
 BW1990'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 BW1990'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HURRICANE
 BW1990'1949.
 BW1990'
 BW1990'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE APPROXIMATE
 BW1990'CENTERLINE OF MR. HERRENS DRIVEWAY AND 53 FEET NORTH OF THE
 BW1990'CENTERLINE OF THE HIGHWAY.  THE MARK IS A STANDARD REFERENCE
 BW1990'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 BW1990'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HURRICANE
 BW1990'NO 1 1949.
 BW1990'
 BW1990'REFERENCE MARK NO. 2 IS 72 FEET SOUTH OF THE CENTERLINE OF
 BW1990'THE HIGHWAY, 21 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 BW1990'A GRAVEL ROAD, AND 3 FEET NORTHEAST OF A POWERLINE POLE.
 BW1990'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 BW1990'OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 2 INCHES,
 BW1990'AND THE DISK IS STAMPED HURRICANE NO 2 1949.
 BW1990'
 BW1990'THE AZIMUTH MARK IS 0.15 MILE FROM THE STATION, 51 FEET
 BW1990'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET WEST-SOUTHWEST
 BW1990'OF A FENCE CORNER AND 3 FEET NORTH OF A STANDARD WITNESS
 BW1990'POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE
 BW1990'TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 BW1990'4 INCHES, AND THE DISK IS STAMPED HURRICANE 1949.
 BW1990'
 BW1990'77 FOOT TOWER NEEDED TO SEE 90 FEET AT TRIANGULATION STATION
 BW1990'QUENTIN
 BW1990'
 BW1990'77 FOOT TOWER NEEDED TO SEE 77 FEET AT TRIANGULATION STATION
 BW1990'PANTHER
 BW1990'
 BW1990'77 FOOT TOWER NEEDED TO SEE 37 FEET AT TRIANGULATION STATION
 BW1990'LUCIEN
 BW1990'
 BW1990'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BW1990
 BW1990                          STATION RECOVERY (1956)
 BW1990
 BW1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW1990'THE STATION WAS VISITED 8-25-56, AND ALL MARKS WERE FOUND
 BW1990'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET BECAUSE OF
 BW1990'THE DANGER OF IT BEING DESTROYED BY EROSION.  IT WAS MOVED
 BW1990'15.5 FEET EAST AND IN LINE WITH THE STATION AND THE 1949
 BW1990'AZIMUTH.  A NEW DESCRIPTION FOLLOWS--
 BW1990'
 BW1990'THE STATION IS LOCATED 11.5 MILES WEST-SOUTHWEST OF BROOKHAVEN
 BW1990'AND ABOUT 0.5 MILE EAST OF THE FRANKLIN-LINCOLN COUNTY LINE,
 BW1990'ON THE TOP OF A 10-FOOT CUT BANK AND ON PROPERTY OWNED BY MR.
 BW1990'FRED HERRING.  IT IS 60 FEET NORTH OF THE CENTERLINE OF
 BW1990'U.S. HIGHWAY 84, 98 FEET WEST OF A DRIVEWAY TO THE HERRING
 BW1990'HOUSE, 60 FEET WEST-SOUTHWEST OF A 24-INCH LONE PINE TREE,
 BW1990'33 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 168, 125 FEET
 BW1990'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HERRING HOUSE,
 BW1990'12 FEET SOUTH OF A FENCE AND 17.5 FEET SOUTHEAST OF A WITNESS
 BW1990'POST.  IT IS A STANDARD DISK, STAMPED HURRICANE 1949, FLUSH
 BW1990'WITH THE GROUND.
 BW1990'
 BW1990'REFERENCE MARK NO. 1 IS 160.88 FEET EAST-NORTHEAST OF THE
 BW1990'STATION, 63 FEET EAST OF THE DRIVEWAY TO THE HERRING HOUSE,
 BW1990'52 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 84, 15 FEET
 BW1990'SOUTH OF THE CENTER OF THE OLD GRAVELED ROAD PARALLELING THE
 BW1990'HIGHWAY, 23 FEET SOUTHEAST OF TELEPHONE POLE NO. 167 1/2,
 BW1990'AND 35 FEET SOUTH OF A FENCE CORNER.  IT IS A STANDARD DISK,
 BW1990'STAMPED HURRICANE NO 1 1949, PROJECTING 3 INCHES.
 BW1990'
 BW1990'REFERENCE MARK NO. 2 IS 131.00 FEET SOUTH-SOUTHWEST OF THE
 BW1990'STATION, 3 FEET NORTHEAST OF POWER POLE NO. 326, 21 FEET EAST OF
 BW1990'THE CENTER OF THE DRIVEWAY LEADING TO A SMALL HOUSE WITH IMITATION
 BW1990'BRICK SIDING AND 72 FEET SOUTH OF THE CENTERLINE OF U.S.
 BW1990'HIGHWAY 84.  IT IS A STANDARD DISK, STAMPED HURRICANE NO
 BW1990'2 1949, PROJECTING 6 INCHES.
 BW1990'
 BW1990'THE AZIMUTH MARK IS 0.15 MILE EAST-NORTHEAST OF THE STATION
 BW1990'AT THE NORTH EDGE OF AN OPEN AREA, 53 FEET SOUTH-SOUTHWEST OF
 BW1990'THE CENTER OF THE HIGHWAY AND 10 FEET SOUTHEAST OF POWER
 BW1990'POLE NO. 322.  IT IS A STANDARD DISK, STAMPED HURRICANE
 BW1990'1949 RESET 1956, PROJECTING 6 INCHES.
 BW1990'
 BW1990'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BW1990'51 AND 84 IN THE WEST EDGE OF BROOKHAVEN, GO WEST ON U.S.
 BW1990'HIGHWAY 84 FOR 11.6 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BW1990'CONTINUE FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BW1990
 BW1990                          STATION RECOVERY (1968)
 BW1990
 BW1990'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BW1990'THE STATION WAS VISITED 1-11-68 AND THE STATION MARK, REFERENCE
 BW1990'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW1990'CONDITION.
 BW1990'
 BW1990'THE STATION IS LOCATED 11.5 MILES SOUTHWEST OF BROOKHAVEN
 BW1990'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 84 JUST WEST OF
 BW1990'THE DRIVEWAY LEADING TO FRED HERRINGS HOUSE.  IT IS 61 FEET
 BW1990'NORTH OF THE CENTER OF HIGHWAY 84, 14 FEET EAST OF THE EXTENDED
 BW1990'TANGENT OF A GRAVELED ROAD, 98 FEET WEST OF THE CENTER OF
 BW1990'A DRIVEWAY LEADING TO MR. FRED HERRINGS HOUSE, 51 FEET WEST
 BW1990'SOUTHWEST OF A FENCE CORNER, 61 FEET SOUTHWEST OF A LONE
 BW1990'24 INCH PINE, 14 FEET NORTH OF THE EDGE OF A BANK, 9 FEET
 BW1990'SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 BW1990'
 BW1990'IT IS A STANDARD TRIANGULATION DISK, STAMPED HURRICANE 1949
 BW1990'PROJECTING 2 INCHES.
 BW1990'
 BW1990'REFERENCE MARK NO. 1 IS 160.88 FEET EAST NORTHEAST OF THE
 BW1990'STATION.  IT IS 54 FEET NORTH OF THE CENTER OF HIGHWAY 84,
 BW1990'23.5 FEET SOUTHEAST OF POWER LINE POLE NO. 167 1/2, 101 FEET
 BW1990'EAST SOUTHEAST OF A LONE 24 INCH PINE, 36.5 FEET WEST OF
 BW1990'FENCE CORNER, 64 FEET EAST OF THE CENTER OF THE DRIVEWAY AND
 BW1990'18 FEET EAST OF THE EXTENDED EAST WALL OF THE HERRING HOUSE.
 BW1990'IT IS A STANDARD DISK, STAMPED HURRICANE NO 1 1949, PROJECTING
 BW1990'4 INCHES.
 BW1990'
 BW1990'REFERENCE MARK NO. 2 IS 131.00 FEET SOUTH SOUTHWEST OF THE
 BW1990'STATION.  IT IS 71 FEET SOUTH OF THE CENTER OF HIGHWAY 84,
 BW1990'20 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 3.5 FEET
 BW1990'NORTH OF POWER LINE POLE NO. 326, 5 FEET NORTHWEST OF A FENCE
 BW1990'CORNER, 83 FEET NORTH OF A LONE 30 INCH OAK AND 1 FOOT SOUTH
 BW1990'OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK
 BW1990'DISK STAMPED HURRICANE NO 2 1949, PROJECTING 10 INCHES.
 BW1990'
 BW1990'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 215.00
 BW1990'FEET.
 BW1990'
 BW1990'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION.  IT IS
 BW1990'53 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 84, 9 FEET SOUTHEAST
 BW1990'OF POWER LINE POLE NO 322 AND 5 FEET SOUTHEAST OF A METAL
 BW1990'WITNESS POST IN A FENCE.  (NOTE) THE STATION IS VISIBLE FROM
 BW1990'THE AZIMUTH.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED
 BW1990'HURRICANE 1949 RESET 1956 PROJECTING 6 INCHES.
 BW1990'
 BW1990'TO REACH THE STATION FROM THE ENTRANCE TO THE KING DAUGHTERS
 BW1990'HOSPITAL AT WEST EDGE OF BROOKHAVEN GO SOUTHWEST ON U.S.
 BW1990'HIGHWAY 51 FOR 3.1 MILES TO NEW U.S. HIGHWAY 84 ON THE RIGHT.
 BW1990'TURN RIGHT (WEST) AND CONTINUE ON U.S. HIGHWAY 84 FOR 9.8 MILES TO
 BW1990'A CROSSROADS.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 84 FOR 0.25
 BW1990'MILE TO THE AZIMUTH ON THE LEFT AS DESCRIBED.  TO REACH THE
 BW1990'STATION CONTINUE SOUTHWEST ON U.S. HIGHWAY 84 FOR 0.15 MILE
 BW1990'TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
 BW1990'
 BW1990'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 BW1990'SOUTHWEST OF BROOKHAVEN
 BW1990
 BW1990                          STATION RECOVERY (1970)
 BW1990
 BW1990'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 BW1990'ALL MARKS RECOVERED AS DESCRIBED BY MSHD IN 68 WITH THE
 BW1990'FOLLOWING CHANGES--
 BW1990'
 BW1990'STATION MARK IS NOW 15 FEET SW OF A FENCE CORNER
 BW1990'
 BW1990'AZIMUTH MARK HAS BEEN CHIPPED AND THE DISK HAS BEEN CURLED
 BW1990'AND 1/2 OF IT IS NOW FLATTENED OVER THE OTHER 1/2.  APPEARS
 BW1990'THAT A BUSH-HOG HIT IT.
 BW1990
 BW1990                          STATION RECOVERY (1971)
 BW1990
 BW1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BW1990'THE STATION WAS VISITED 9-30-71 TO VARIFY THE RECOVERY
 BW1990'NOTE OF 7-30-70 BY ROFFIE BURT.  THE 1968 DESCRIPTION FOR
 BW1990'THE STATION IS ADEQUATE.  THE AZIMUTH MARK DISK IS MISSING
 BW1990'WITH ONLY THE SHANK OF THE DISK REMAINING.  THE CONCRETE
 BW1990'MONUMENT IS APPARENTLY IN ITS ORIGINAL POSITION AND IT IS
 BW1990'WAS EVIDENT THAT THE DISK WAS REMOVED BY A GLANCING BLOW
 BW1990'BY A BUSH HOG.
 BW1990
 BW1990                          STATION RECOVERY (1975)
 BW1990
 BW1990'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW)
 BW1990'THE STATION WAS VISITED 6-3-75 AND RM NO 1 AND RM NO 2 WERE FOUND
 BW1990'IN GOOD CONDITION.  THE TOP OF THE DISK WAS FOUND TO BE MISSING FROM
 BW1990'THE AZIMUTH.  (NOTE) THE STATION MAY HAVE TO BE MOVED IF AND WHEN A
 BW1990'NEW LANE IS BUILT FOR U. S. HIGHWAY 84.
 BW1990'
 BW1990'THE STATION IS LOCATED 11.5 MILES WEST-SOUTHWEST OF THE CENTER OF
 BW1990'BROOKHAVEN ON THE NORTH ROW OF U. S. HIGHWAY 84 JUST NORTH OF THE
 BW1990'JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 13.5 MILES EAST OF BUDE,
 BW1990'5 MILES EAST OF THE POST OFFICE AT MCCALL CREEK, 0.6 MILE EAST OF
 BW1990'THE FRANKLIN-LINCOLN COUNTY LINE IN THE SOUTHWEST 1/4 OF THE
 BW1990'SOUTHEAST 1/4 OF SECTION 5, T 6N, R 6E.  IT IS 61 FEET NORTH OF THE
 BW1990'CENTER OF HIGHWAY 84, 98 FEET WEST OF THE CENTER OF A DRIVEWAY
 BW1990'LEADING TO MR. FRED HERRINGS HOUSE, 61 FEET SOUTHWEST OF A 30 INCH
 BW1990'PINE, 49.5 FEET WEST OF A TELEPHONE CABLE JUNCTION BOX, 14 FEET
 BW1990'NORTH OF THE EDGE OF A BANK, 9 FEET SOUTH OF A FENCE, 1 FOOT WEST
 BW1990'OF A METAL WITNESS POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY
 BW1990'AND PROJECTS 1 INCH.
 BW1990'
 BW1990'IT IS A TRIANGULATION DISK, STAMPED HURRICANE 1949.
 BW1990'
 BW1990'REFERENCE MARK NO 1 IS 160.88 FEET EAST-NORTHEAST OF THE STATION.  IT
 BW1990'IS 54 FEET NORTH OF THE CENTER OF HIGHWAY 84, 101 FEET
 BW1990'EAST-SOUTHEAST OF A 30 INCH PINE, 64 FEET EAST OF THE CENTER OF A
 BW1990'DRIVEWAY, 36.5 FEET WEST OF A FENCE CORNER, 23.5 FEET SOUTHEAST OF
 BW1990'POLE NO. 167 1/2, 18 FEET EAST OF THE EXTENDED EAST WALL OF THE
 BW1990'HERRING HOUSE ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BW1990'PROJECTS 6 INCHES.
 BW1990'
 BW1990'IT IS A REFERENCE MARK DISK, STAMPED HURRICANE NO 1 1949.
 BW1990'
 BW1990'REFERENCE MARK NO 2 IS 131.00 FEET SOUTH-SOUTHWEST OF THE STATION.
 BW1990'IT IS 71 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 20 FEET EAST OF THE
 BW1990'CENTER OF A GRAVELED ROAD, 6 FEET SOUTH-SOUTHWEST OF A FENCE
 BW1990'CORNER, 83 FEET NORTH OF A 36 INCH OAK, 3.5 FEET NORTH OF POLE NO.
 BW1990'326, 1.5 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 BW1990'POST ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 10
 BW1990'INCHES.
 BW1990'
 BW1990'IT IS A REFERENCE MARK DISK, STAMPED HURRICANE NO 2 1949.
 BW1990'
 BW1990'THE DISTANCE BETWEEN REFERENCE NO 1 AND NO 2 IS 215.00 FEET.
 BW1990'
 BW1990'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 84 AND
 BW1990'U. S. HIGHWAY 51 ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U. S.
 BW1990'HIGHWAY 84 FOR 1.3 MILES TO THE CROSSING OF I-55.  CONTINUE WEST ON
 BW1990'U. S. HIGHWAY 84 FOR 9 MILES TO A SIDE ROAD LEFT AND THE STATION
 BW1990'ON THE RIGHT.
 BW1990'
 BW1990'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 BW1990'WEST-SOUTHWEST OF BROOKHAVEN.
 BW1990
 BW1990                          STATION RECOVERY (1976)
 BW1990
 BW1990'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BW1990'11.5 MI WSW FROM BROOKHAVEN.
 BW1990'THE MARK IS LOCATED 11.5 MILES WEST-SOUTHWEST OF THE CENTER OF
 BW1990'BROOKHAVEN ON THE NORTH ROW OF U.S. HIGHWAY 84 JUST NORTH OF THE
 BW1990'JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 13.5 MILES EAST OF BUDE, 5
 BW1990'MILES EAST OF THE POST OFFICE AT MCCALL CREEK IN THE SOUTHWEST 1/4 OF
 BW1990'THE SOUTHEAST 1/4 OF SECTION 5, T 6N, R 6E.  IT IS 61 FEET NORTH OF
 BW1990'THE CENTER OF HIGHWAY 84, 98 FEET WEST OF THE CENTER OF A DRIVEWAY
 BW1990'LEADING TO MR. FRED HERRINGS HOUSE, 61 FEET SOUTHWEST OF A 30 INCH
 BW1990'PINE, 49.5 FEET WEST OF A TELEPHONE CABLE JUNCTION BOX, 14 FEET EAST
 BW1990'OF THE EXTENDED TANGENT OF A GRAVELED ROAD LEADING SOUTH, 14 FEET
 BW1990'NORTH OF THE EDGE OF A BANK, 9 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A
 BW1990'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 4
 BW1990'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH.  NOTE-- TO
 BW1990'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND U.S. HIGHWAY 84
 BW1990'ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR 1.3
 BW1990'MILES TO THE CROSSING OF I-55.  CONTINUE WEST ON U.S. HIGHWAY 84 FOR 9
 BW1990'MILES TO A SIDE ROAD LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1674 ***********************************************************************
 BV1674  DESIGNATION -  HURRICANE
 BV1674  PID         -  BV1674
 BV1674  STATE/COUNTY-  MS/LAMAR
 BV1674  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV1674
 BV1674                         *CURRENT SURVEY CONTROL
 BV1674  ___________________________________________________________________
 BV1674* NAD 83(1993)-  31 09 43.76718(N)    089 33 05.59071(W)     ADJUSTED  
 BV1674* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BV1674  ___________________________________________________________________
 BV1674  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BV1674  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BV1674  HORZ ORDER  -  SECOND
 BV1674
 BV1674.The horizontal coordinates were established by classical geodetic methods
 BV1674.and adjusted by the National Geodetic Survey in May 1994.
 BV1674
 BV1674.The orthometric height was scaled from a topographic map.
 BV1674
 BV1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1674
 BV1674.The geoid height was determined by GEOID03.
 BV1674
 BV1674;                    North         East     Units Scale Factor Converg.
 BV1674;SPC MS E     -   184,476.468   231,525.893   MT  1.00000781   -0 22 18.0
 BV1674;SPC MS E     -   605,236.55    759,597.87   sFT  1.00000781   -0 22 18.0
 BV1674;SPC MS W     -   184,517.518   774,534.070   MT  1.00001850   +0 24 16.4
 BV1674;SPC MS W     -   605,371.22  2,541,117.19   sFT  1.00001850   +0 24 16.4
 BV1674;UTM  16      - 3,450,376.738   256,788.837   MT  1.00032968   -1 19 15.5
 BV1674
 BV1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1674!SPC MS E     -   0.99998718  x   1.00000781  =   0.99999499
 BV1674!SPC MS W     -   0.99998718  x   1.00001850  =   1.00000568
 BV1674!UTM  16      -   0.99998718  x   1.00032968  =   1.00031685
 BV1674
 BV1674|---------------------------------------------------------------------|
 BV1674| PID    Reference Object                     Distance      Geod. Az  |
 BV1674|                                                           dddmmss.s |
 BV1674| CG2068 HURRICANE RM 1                       26.185 METERS 09440     |
 BV1674| BV1655 PURVIS MUNICIPAL TANK               APPROX.13.1 KM 0990419.0 |
 BV1674| CG2067 HURRICANE AZ MK                                    1024803.9 |
 BV1674| CG2069 HURRICANE RM 2                       33.266 METERS 20200     |
 BV1674|---------------------------------------------------------------------|
 BV1674
 BV1674                          SUPERSEDED SURVEY CONTROL
 BV1674
 BV1674  NAD 83(1986)-  31 09 43.78211(N)    089 33 05.58908(W) AD(       ) 2
 BV1674  NAD 27      -  31 09 43.13800(N)    089 33 05.34000(W) AD(       ) 2
 BV1674
 BV1674.Superseded values are not recommended for survey control.
 BV1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1674.See file dsdata.txt to determine how the superseded data were derived.
 BV1674
 BV1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5678950377(NAD 83)
 BV1674_MARKER: DS = TRIANGULATION STATION DISK
 BV1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1674+STABILITY: SURFACE MOTION
 BV1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1674+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2006
 BV1674
 BV1674  HISTORY     - Date     Condition        Report By
 BV1674  HISTORY     - 1943     MONUMENTED       CGS
 BV1674  HISTORY     - 1956     GOOD             CGS
 BV1674  HISTORY     - 1964     GOOD             MSHD
 BV1674  HISTORY     - 20061125 GOOD             MSSU
 BV1674
 BV1674                          STATION DESCRIPTION
 BV1674
 BV1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1674'STATION IS LOCATED IN THE FORK OF TWO GRAVEL ROADS ABOUT 8 MILES W
 BV1674'OF THE CITY OF PURVIS, 15.6 FEET E OF A TRIANGULAR BLAZE ON A 9-INCH
 BV1674'PINE TREE, 46.6 FEET S OF A TRIANGULAR BLAZE ON A 14-INCH PINE TREE
 BV1674'AND 224.5 FEET S OF THE INTERSECTION OF THE TWO ROADS. THE DISK IS
 BV1674'STAMPED HURRICANE 1943.
 BV1674'
 BV1674'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1674'SET IN CONCRETE.
 BV1674'
 BV1674'REFERENCE MARK NO. 1 IS 85.91 FEET E OF THE STATION, 55.5 FEET N OF
 BV1674'THE CENTER OF THE ROAD. THE DISK IS STAMPED HURRICANE NO. 1, 1943.
 BV1674'
 BV1674'REFERENCE MARK NO. 2 IS 109.14 FEET SSW OF THE STATION, 23 FEET W OF
 BV1674'THE CENTER OF THE ROAD. THE DISK IS STAMPED HURRICANE NO. 2, 1943.
 BV1674'
 BV1674'AZIMUTH MARK IS ABOUT 0.35 MILE ESE OF THE STATION, 39.6 FEET N OF
 BV1674'THE CENTER OF THE ROAD, 7.0 FEET N OF A TRIANGULAR BLAZE ON A 6-INCH
 BV1674'PINE TREE. THE DISK IS STAMPED HURRICANE 1943.
 BV1674'
 BV1674'TO REACH STATION FROM THE POST OFFICE IN PURVIS GO W 0.15 MILE TO
 BV1674'T-ROAD LEFT AT CHURCH, TURN LEFT AND GO 0.3 MILE TO A FORKS, TAKE
 BV1674'RIGHT FORK (MAIN ROAD) 2.1 MILES TO A FORKS JUST BEYOND BOGGY
 BV1674'HOLLOW BRIDGE, TAKE RIGHT FORK AND GO 3.65 MILES TO A FORKS JUST
 BV1674'AFTER PASSING SCHOOL ON THE LEFT, TAKE RIGHT FORK AND GO 4.0
 BV1674'MILES TO A FORKS, KEEP LEFT FORK (STRAIGHT AHEAD) AND GO 2.2
 BV1674'MILES TO A REVERSE FORK, TURN SHARP RIGHT AND GO 1.4 MILES TO A
 BV1674'FORK IN THE ROAD AND STATION IN THE FORK. CONTINUE, KEEPING LEFT
 BV1674'FORK, 0.35 MILE TO AZIMUTH MARK ON THE LEFT.
 BV1674'
 BV1674'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1674
 BV1674                          STATION RECOVERY (1956)
 BV1674
 BV1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1674'THE STATION WAS VISITED ON SEPTEMBER 18, 1956, AND ALL MARKS WERE
 BV1674'FOUND IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1674'
 BV1674'THE STATION IS LOCATED 8 MI. W OF PURVIS, 6 MI. N-NE OF BAXTERVILLE,
 BV1674'AND IN THE CENTER OF A TRIANGULAR PLOT OF GROUND FORMED BY ROAD
 BV1674'INTERSECTIONS. IT IS 225 FT. S OF THE NW INTERSECTION OF THE ROADS,
 BV1674'76 FT. S OF THE CENTER OF THE ROAD ON THE N SIDE OF THE TRIANGLE,
 BV1674'52 FT. W-NW OF THE CENTER OF THE ROAD ON THE SE SIDE, 59 FT. E-NE
 BV1674'OF THE CENTER OF THE ROAD ON THE SW SIDE OF THE TRIANGLE, AND 19
 BV1674'FT. NE OF A TRIANGULAR-BLAZED TREE. IT IS A STANDARD DISK, STAMPED
 BV1674'HURRICANE 1943 AND PROJECTING 6 IN.
 BV1674'
 BV1674'REFERENCE MARK 1 IS 85.91 FT. E OF THE STATION, 56 FT. S OF THE
 BV1674'CENTER OF THE E-W ROAD, AND 22 FT. E-SE OF THE CENTER OF THE ROAD
 BV1674'WHICH FORMS THE SE SIDE OF THE TRIANGLE. IT IS A STANDARD DISK,
 BV1674'STAMPED HURRICANE NO 1 1943.
 BV1674'
 BV1674'REFERENCE MARK 2 IS 109.14 FT. S-SW OF THE STATION, 21 FT. SW OF THE
 BV1674'CENTERLINE OF THE ROAD, AND 49 FT. W OF THE S POINT OF THE
 BV1674'TRIANGULAR PLOT OF GROUND. IT IS A STANDARD DISK, STAMPED HURRICANE
 BV1674'NO 2 1943 AND PROJECTING 4 IN.
 BV1674'
 BV1674'THE AZIMUTH MARK IS 0.35 MI. E-SE OF THE STATION, 39 FT. N OF THE
 BV1674'CENTER OF THE ROAD, AND 7 FT. N OF A 10-IN. PINE TREE. IT IS A
 BV1674'STANDARD DISK, STAMPED HURRICANE 1943 AND PROJECTING 6 IN.
 BV1674'
 BV1674'TO REACH FROM THE NE CORNER OF THE COURTHOUSE LAWN, GO N FOR ONE-HALF
 BV1674'BLOCK TO A BLACK-TOPPED ROAD LEFT, TURN LEFT (W) AND GO 3.25 MI. TO
 BV1674'A FORK, TAKE THE RIGHT FORK AND GO 0.25 MI. TO A T-INTERSECTION,
 BV1674'TURN LEFT AND GO 6.05 MI. TO THE AZIMUTH MARK ON THE RIGHT,
 BV1674'CONTINUE W FOR 0.35 MI. TO THE STATION ON THE RIGHT IN THE CENTER
 BV1674'OF A TRIANGLE FORMED BY THE ROAD INTERSECTION.
 BV1674
 BV1674                          STATION RECOVERY (1964)
 BV1674
 BV1674'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV1674'THE STATION WAS VISITED 9-22-64 AND ALL MARKS WERE FOUND IN GOOD
 BV1674'CONDITION. THE DESCRIPTION IS ADEQUATE.
 BV1674
 BV1674                          STATION RECOVERY (2006)
 BV1674
 BV1674'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (HDC)
 BV1674'FROM THE OLD LAMAR COUNTY COURTHOUSE GO 1/2 BLOCK NORTH TO MULBERRY
 BV1674'ST. (BETWEEN OLD AND NEW COURTHOUSE). TURN LEFT AND GO 9.8 MILES ON
 BV1674'PURVIS - COLUMBIA ROAD TO TRIANGULAR INTERSECTION. MARKER IS IN THE
 BV1674'TRIANGLE 40 FEET FROM THE NORTH SIDE OF THE INTERSECTION AND 25 FEET
 BV1674'FROM THE WEST SIDE OF THE INTERSECTION. MARKER IS IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1991 ***********************************************************************
 BW1991  DESIGNATION -  HURRICANE RM 1
 BW1991  PID         -  BW1991
 BW1991  STATE/COUNTY-  MS/LINCOLN
 BW1991  USGS QUAD   -  ZETUS (1972)
 BW1991
 BW1991                         *CURRENT SURVEY CONTROL
 BW1991  ___________________________________________________________________
 BW1991* NAD 83(1986)-  31 30 48.     (N)    090 37 20.     (W)     SCALED    
 BW1991* NAVD 88     -       140.010  (meters)     459.35   (feet)  ADJUSTED  
 BW1991  ___________________________________________________________________
 BW1991  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1991  DYNAMIC HT  -         139.839 (meters)     458.79  (feet)  COMP
 BW1991  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 BW1991
 BW1991  VERT ORDER  -  SECOND    CLASS II
 BW1991
 BW1991.The horizontal coordinates were scaled from a topographic map and have
 BW1991.an estimated accuracy of +/- 6 seconds.
 BW1991
 BW1991.The orthometric height was determined by differential leveling
 BW1991.and adjusted in May 1996.
 BW1991
 BW1991.The geoid height was determined by GEOID03.
 BW1991
 BW1991.The dynamic height is computed by dividing the NAVD 88
 BW1991.geopotential number by the normal gravity value computed on the
 BW1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1991.degrees latitude (g = 980.6199 gals.).
 BW1991
 BW1991.The modeled gravity was interpolated from observed gravity values.
 BW1991
 BW1991;                    North         East    Units  Estimated Accuracy
 BW1991;SPC MS W     -   223,230.      672,560.      MT  (+/- 180 meters Scaled)
 BW1991
 BW1991                          SUPERSEDED SURVEY CONTROL
 BW1991
 BW1991  NGVD 29 (??/??/92)  140.060  (m)          459.51   (f) ADJ UNCH    2 2
 BW1991
 BW1991.Superseded values are not recommended for survey control.
 BW1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1991.See file dsdata.txt to determine how the superseded data were derived.
 BW1991
 BW1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ258889(NAD 83)
 BW1991_MARKER: DR = REFERENCE MARK DISK
 BW1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1991_STAMPING: HURRICANE NO 1 1949
 BW1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1991+STABILITY: SURFACE MOTION
 BW1991
 BW1991  HISTORY     - Date     Condition        Report By
 BW1991  HISTORY     - 1949     MONUMENTED       CGS
 BW1991  HISTORY     - 1976     GOOD             MSHD
 BW1991
 BW1991                          STATION DESCRIPTION
 BW1991
 BW1991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BW1991'11.5 MI WSW FROM BROOKHAVEN.
 BW1991'THE MARK IS LOCATED 11.5 MILES WEST-SOUTHWEST OF THE CENTER OF
 BW1991'BROOKHAVEN ON THE NORTH ROW OF U.S. HIGHWAY 84 JUST EAST OF A DRIVEWAY
 BW1991'LEADING TO MR. FRED HERRINGS HOUSE, 13.5 MILES EAST OF BUDE JUST EAST
 BW1991'OF THE JUNCTION OF A SIDE ROAD LEADING SOUTH, 5 MILES EAST OF THE POST
 BW1991'OFFICE AT MCCALL CREEK IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
 BW1991'SECTION 5, T 6N, R 6E.  IT IS 160.88 FEET EAST-NORTHEAST OF THE
 BW1991'STATION, 54 FEET NORTH OF THE CENTER OF HIGHWAY 84, 101 FEET
 BW1991'EAST-SOUTHEAST OF A 30 INCH PINE, 64 FEET EAST OF THE CENTER OF A
 BW1991'DRIVEWAY, 36.5 FEET WEST OF A FENCE CORNER, 23.5 FEET SOUTHEAST OF
 BW1991'POLE NO. 167 1/2, 18 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL
 BW1991'OF THE HERRING HOUSE SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 3
 BW1991'FEET ABOVE THE LEVEL OF THE HIGHWAY AND PROJECTS 6 INCHES. NOTE-- TO
 BW1991'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND U.S. HIGHWAY 51
 BW1991'ABOUT 2 MILES SOUTH OF BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR 1.3
 BW1991'MILES TO THE CROSSING OF I-55. CONTINUE WEST ON I-55 FOR 9 MILES TO
 BW1991'THE MARK ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1989 ***********************************************************************
 BW1989  DESIGNATION -  HURRICANE RM 2
 BW1989  PID         -  BW1989
 BW1989  STATE/COUNTY-  MS/LINCOLN
 BW1989  USGS QUAD   -  ZETUS (1972)
 BW1989
 BW1989                         *CURRENT SURVEY CONTROL
 BW1989  ___________________________________________________________________
 BW1989* NAD 83(1986)-  31 30 47.     (N)    090 37 22.     (W)     SCALED    
 BW1989* NAVD 88     -       141.041  (meters)     462.73   (feet)  ADJUSTED  
 BW1989  ___________________________________________________________________
 BW1989  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BW1989  DYNAMIC HT  -         140.869 (meters)     462.17  (feet)  COMP
 BW1989  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 BW1989
 BW1989  VERT ORDER  -  SECOND    CLASS II
 BW1989
 BW1989.The horizontal coordinates were scaled from a topographic map and have
 BW1989.an estimated accuracy of +/- 6 seconds.
 BW1989
 BW1989.The orthometric height was determined by differential leveling
 BW1989.and adjusted in May 1996.
 BW1989
 BW1989.The geoid height was determined by GEOID03.
 BW1989
 BW1989.The dynamic height is computed by dividing the NAVD 88
 BW1989.geopotential number by the normal gravity value computed on the
 BW1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW1989.degrees latitude (g = 980.6199 gals.).
 BW1989
 BW1989.The modeled gravity was interpolated from observed gravity values.
 BW1989
 BW1989;                    North         East    Units  Estimated Accuracy
 BW1989;SPC MS W     -   223,200.      672,510.      MT  (+/- 180 meters Scaled)
 BW1989
 BW1989                          SUPERSEDED SURVEY CONTROL
 BW1989
 BW1989  NGVD 29 (??/??/92)  141.092  (m)          462.90   (f) ADJ UNCH    2 2
 BW1989
 BW1989.Superseded values are not recommended for survey control.
 BW1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1989.See file dsdata.txt to determine how the superseded data were derived.
 BW1989
 BW1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ257889(NAD 83)
 BW1989_MARKER: DR = REFERENCE MARK DISK
 BW1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1989_STAMPING: HURRICANE NO 2 1949
 BW1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1989+STABILITY: SURFACE MOTION
 BW1989
 BW1989  HISTORY     - Date     Condition        Report By
 BW1989  HISTORY     - 1949     MONUMENTED       CGS
 BW1989  HISTORY     - 1975     GOOD             MSHD
 BW1989
 BW1989                          STATION DESCRIPTION
 BW1989
 BW1989'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BW1989'11.5 MI WSW FROM BROOKHAVEN.
 BW1989'THE MARK IS LOCATED 11.5 MILES WEST-SOUTHWEST OF THE CENTER OF
 BW1989'BROOKHAVEN ON THE SOUTH ROW OF U.S. HIGHWAY 84 IN THE SOUTHEAST ANGLE
 BW1989'OF A SIDE ROAD LEADING SOUTH, 13.5 MILES EAST OF BUDE, 5 MILES EAST OF
 BW1989'THE POST AT MCCALL CREEK IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
 BW1989'SECTION 5, T 6N, R 6E.  IT IS 131.00 FEET SOUTH-SOUTHWEST OF THE
 BW1989'STATION, 71 FEET SOUTH OF THE CENTER OF HIGHWAY 84, 20 FEET EAST OF
 BW1989'THE CENTER OF A GRAVELED ROAD, 83 FEET NORTH OF A 36 INCH OAK, 6 FEET
 BW1989'SOUTH-SOUTHWEST OF A FENCE CORNER, 3.5 FEET NORTH OF POLE NO. 326, 1.5
 BW1989'FEET WEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE
 BW1989'TOP OF A SQUARE CONCRETE POST ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BW1989'HIGHWAY AND PROJECTS 10 INCHES.  NOTE-- TO REACH FROM THE INTERSECTION
 BW1989'OF U.S. HIGHWAY 84 AND U.S. HIGHWAY 51 ABOUT 2 MILES SOUTH OF
 BW1989'BROOKHAVEN GO WEST ON U.S. HIGHWAY 84 FOR 1.3 MILES TO THE CROSSING OF
 BW1989'I-55.  CONTINUE WEST ON I-55 FOR 9 MILES TO A SIDE ROAD AND THE MARK
 BW1989'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0465 ***********************************************************************
 BH0465  DESIGNATION -  HURST
 BH0465  PID         -  BH0465
 BH0465  STATE/COUNTY-  MS/GEORGE
 BH0465  USGS QUAD   -  AGRICOLA (1982)
 BH0465
 BH0465                         *CURRENT SURVEY CONTROL
 BH0465  ___________________________________________________________________
 BH0465* NAD 83(1993)-  30 51 37.91605(N)    088 30 54.17139(W)     ADJUSTED  
 BH0465* NAVD 88     -        80.36   (+/-2cm)     263.6    (feet)  VERTCON   
 BH0465  ___________________________________________________________________
 BH0465  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BH0465  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0465  HORZ ORDER  -  SECOND
 BH0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0465
 BH0465.The horizontal coordinates were established by classical geodetic methods
 BH0465.and adjusted by the National Geodetic Survey in May 1994.
 BH0465
 BH0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0465.The vertical order pertains to the NGVD 29 superseded value.
 BH0465
 BH0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0465
 BH0465.The geoid height was determined by GEOID03.
 BH0465
 BH0465;                    North         East     Units Scale Factor Converg.
 BH0465;SPC MS E     -   150,858.327   330,440.346   MT  0.99996143   +0 09 47.8
 BH0465;SPC MS E     -   494,941.03  1,084,119.70   sFT  0.99996143   +0 09 47.8
 BH0465;UTM  16      - 3,415,128.090   355,146.242   MT  0.99985883   -0 46 38.2
 BH0465
 BH0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0465!SPC MS E     -   0.99999187  x   0.99996143  =   0.99995330
 BH0465!UTM  16      -   0.99999187  x   0.99985883  =   0.99985070
 BH0465
 BH0465|---------------------------------------------------------------------|
 BH0465| PID    Reference Object                     Distance      Geod. Az  |
 BH0465|                                                           dddmmss.s |
 BH0465| DD8945 HURST RM 1                           26.620 METERS 07042     |
 BH0465| DD8946 HURST RM 2                           35.480 METERS 16339     |
 BH0465| BH2455 MESA                                APPROX. 1.7 KM 1975707.9 |
 BH0465|---------------------------------------------------------------------|
 BH0465
 BH0465                          SUPERSEDED SURVEY CONTROL
 BH0465
 BH0465  NAD 83(1993)-  30 51 37.92009(N)    088 30 54.17016(W) AD(       ) 2
 BH0465  NAD 83(1986)-  30 51 37.93395(N)    088 30 54.17339(W) AD(       ) 2
 BH0465  NAD 27      -  30 51 37.26600(N)    088 30 54.10400(W) AD(       ) 2
 BH0465  NGVD 29 (??/??/??)   80.343  (m)          263.59   (f) ADJUSTED    2 0
 BH0465
 BH0465.Superseded values are not recommended for survey control.
 BH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0465.See file dsdata.txt to determine how the superseded data were derived.
 BH0465
 BH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV5514615128(NAD 83)
 BH0465_MARKER: DS = TRIANGULATION STATION DISK
 BH0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0465_STAMPING: HURST 1921
 BH0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0465+STABILITY: SURFACE MOTION
 BH0465
 BH0465  HISTORY     - Date     Condition        Report By
 BH0465  HISTORY     - 1921     MONUMENTED       CGS
 BH0465  HISTORY     - 1971     GOOD             MSHD
 BH0465  HISTORY     - 1971     GOOD             MSHD
 BH0465
 BH0465                          STATION DESCRIPTION
 BH0465
 BH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0465'STATION IS 6-3/4 MILES S OF LUCEDALE ON E (RIGHT) SIDE OF TRACK, ON
 BH0465'EXTENSION OF FORWARD TANGENT E (RIGHT) RAIL, 5/8 MILE S OF POINT
 BH0465'OF TANGENCY, 1/4 MILE N OF MILEPOST P 37, AND 350 METERS N OF SWITCH
 BH0465'STAND FOR SIDING.  STATION IS ON E BANK OF SMALL CUT, 11.37 METERS
 BH0465'(37.30 FEET) E OF E AND NEAREST RAIL.
 BH0465'
 BH0465'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0465'SET IN CONCRETE.
 BH0465'
 BH0465'REFERENCE MARKS ARE ON SAME (E) SIDE OF TRACK, REFERENCE MARK NO.1 IS
 BH0465'NE OF STATION, REFERENCE MARK NO. 2 IS SE OF STATION.
 BH0465
 BH0465                          STATION RECOVERY (1971)
 BH0465
 BH0465'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH0465'THE STATION WAS VISITED 8-17-71 AND THE STATION MARK AND
 BH0465'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 BH0465'MARK NO. 2 WAS NOT FOUND.
 BH0465'
 BH0465'THE STATION IS LOCATED 6.3 MILES SOUTHEAST OF LUCEDALE IN
 BH0465'BETWEEN THE MISSISSIPPI EXPORT RAILROAD TRACK AND A COUNTY
 BH0465'ROAD, 3.7 MILES NORTH OF THE COMMUNITY OF AGRICOLA, IN THE
 BH0465'NORTHEAST 1/4 OF SECTION 19, T 2S, R 5W.  IT IS 37 FEET SOUTHEAST
 BH0465'OF THE SOUTHEAST RAIL, 26 FEET NORTHWEST OF THE CENTER OF A
 BH0465'GRAVEL ROAD, 28.5 FEET NORTHEAST OF POLE NO. 27, 55 FEET
 BH0465'NORTHWEST OF A 15-INCH LIVE OAK.  51 FEET WEST OF A 20-INCH
 BH0465'PINE, 2.5 FEET NORTHWEST OF A POWER LINE, 1 FOOT NORTHWEST OF A
 BH0465'METAL WITNESS POST AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BH0465'ROAD.
 BH0465'
 BH0465'IT IS A TRIANGULATION DISK, STAMPED HURST 1921 PROJECTING
 BH0465'3 INCHES.
 BH0465'
 BH0465'REFERENCE MARK NO. 1 IS 87.34 FEET NORTHEAST OF THE STATION.  IT
 BH0465'IS 29 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 58 FEET
 BH0465'SOUTH OF A TRIPLE LIVE OAK, 50 FEET NORTHEAST OF A 20-INCH PINE,
 BH0465'78 FEET NORTHEAST OF A 15-INCH LIVE OAK, 9 FEET SOUTHEAST OF
 BH0465'A FENCE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS
 BH0465'A REFERENCE MARK DISK, STAMPED HURST NO 1, AND IS FLUSH WITH
 BH0465'THE GROUND.
 BH0465'
 BH0465'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LUCEDALE GO
 BH0465'EAST ON U.S. HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION OF
 BH0465'STATE HIGHWAY 613.  TURN RIGHT AND CONTINUE SOUTH ON STATE
 BH0465'HIGHWAY 613 FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND CONTINUE
 BH0465'EAST ON STATE HIGHWAY 613 FOR 2.4 MILES TO ANOTHER
 BH0465'CROSSROAD.  TURN LEFT AND CONTINUE EAST ON A BLACK TOP ROAD FOR
 BH0465'3.6 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON A
 BH0465'GRAVEL ROAD FOR 1 MILE TO THE STATION ON THE RIGHT.
 BH0465'
 BH0465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0465'6.3 MILES SOUTHEAST OF LUCEDALE.
 BH0465
 BH0465                          STATION RECOVERY (1971)
 BH0465
 BH0465'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0465'6.3 MI SE FROM LUCEDALE.
 BH0465'THE MARK IS LOCATED 6.3 MILES SOUTHEAST OF LUCEDALE IN A STRIP OF LAND
 BH0465'IN BETWEEN THE MISSISSIPPI EXPORT RAILROAD TRACK AND A COUNTY ROAD,
 BH0465'3.7 MILES NORTH OF THE COMMUNITY OF AGRICOLA, IN THE NORTHEAST 1/4 OF
 BH0465'SECTION 19, T 2S, R 5W.  IT IS 37 FEET SOUTHEAST OF THE SOUTHEAST
 BH0465'RAIL, 26 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 28.5 FEET
 BH0465'NORTHEAST OF POLE NO. 27, 55 FEET NORTHWEST OF A 15-INCH LIVE OAK, 51
 BH0465'FEET WEST OF A 20-INCH PINE, 2.5 FEET NORTHWEST OF A POWER LINE, 1
 BH0465'FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 BH0465'12-INCH SQUARE CONCRETE POST ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD
 BH0465'AND PROJECTS 3 INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH0465'LUCEDALE GO EAST ON U.S. HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION OF
 BH0465'STATE HIGHWAY 613.  TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY 613
 BH0465'FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND CONTINUE EAST ON STATE
 BH0465'HIGHWAY 613 FOR 2.4 MILES TO A CROSSROAD. TURN LEFT AND CONTINUE EAST
 BH0465'ON A BLACK TOP ROAD FOR 3.6 MILES TO A SIDE ROAD LEFT. CONTINUE
 BH0465'STRAIGHT AHEAD ON A GRAVEL ROAD 11 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2680 ***********************************************************************
 EH2680  DESIGNATION -  HUSTON RESET
 EH2680  PID         -  EH2680
 EH2680  STATE/COUNTY-  MS/TUNICA
 EH2680  USGS QUAD   -  TUNICA (1981)
 EH2680
 EH2680                         *CURRENT SURVEY CONTROL
 EH2680  ___________________________________________________________________
 EH2680* NAD 83(1993)-  34 44 15.03650(N)    090 26 32.27770(W)     ADJUSTED  
 EH2680* NAVD 88     -        62.3    (meters)     204.     (feet)  VERTCON   
 EH2680  ___________________________________________________________________
 EH2680  X           -     -40,505.036 (meters)                     COMP
 EH2680  Y           -  -5,246,947.510 (meters)                     COMP
 EH2680  Z           -   3,613,995.071 (meters)                     COMP
 EH2680  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 EH2680  ELLIP HEIGHT-          35.388 (meters)          (05/13/94) ADJUSTED
 EH2680  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2680  HORZ ORDER  -  FIRST
 EH2680  ELLP ORDER  -  FOURTH    CLASS I
 EH2680
 EH2680.The horizontal coordinates were established by classical geodetic methods
 EH2680.and adjusted by the National Geodetic Survey in May 1994.
 EH2680
 EH2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2680
 EH2680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2680
 EH2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2680
 EH2680.The ellipsoidal height was determined by GPS observations
 EH2680.and is referenced to NAD 83.
 EH2680
 EH2680.The geoid height was determined by GEOID03.
 EH2680
 EH2680;                    North         East     Units Scale Factor Converg.
 EH2680;SPC MS W     -   580,759.847   690,021.526   MT  0.99995123   -0 03 43.5
 EH2680;SPC MS W     - 1,905,376.26  2,263,845.62   sFT  0.99995123   -0 03 43.5
 EH2680;UTM  15      - 3,846,913.945   734,164.778   MT  1.00027589   +1 27 29.1
 EH2680
 EH2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2680!SPC MS W     -   0.99999445  x   0.99995123  =   0.99994568
 EH2680!UTM  15      -   0.99999445  x   1.00027589  =   1.00027033
 EH2680
 EH2680:                Primary Azimuth Mark                     Grid Az
 EH2680:SPC MS W     -  ABBOTT 2                                 028 22 37.5
 EH2680:UTM  15      -  ABBOTT 2                                 026 51 24.9
 EH2680
 EH2680|---------------------------------------------------------------------|
 EH2680| PID    Reference Object                     Distance      Geod. Az  |
 EH2680|                                                           dddmmss.s |
 EH2680| EH2697 ABBOTT 2                            APPROX.10.0 KM 0281854.0 |
 EH2680| CY6285 HUSTON RM 3                          42.672 METERS 11220     |
 EH2680| EH2684 TUNICA COTTON OIL MILL TANK         APPROX. 7.1 KM 1301606.1 |
 EH2680| EH2682 TUNICA BLACK WATER TANK             APPROX. 7.5 KM 1341706.0 |
 EH2680| EH2681 TUNICA FEDERAL COMPRESS CO TK       APPROX.10.3 KM 1502519.9 |
 EH2680| CY6283 HUSTON RM 1                         177.100 METERS 17529     |
 EH2680| EH2679 CURRY                               189.612 METERS 20330     |
 EH2680| CY6282 HUSTON AZ MK                                       2415854.8 |
 EH2680| CY6284 HUSTON RM 2                          93.920 METERS 26438     |
 EH2680| CY6286 HUSTON RM 4                          40.335 METERS 29107     |
 EH2680|---------------------------------------------------------------------|
 EH2680
 EH2680                          SUPERSEDED SURVEY CONTROL
 EH2680
 EH2680  NAD 83(1993)-  34 44 15.03702(N)    090 26 32.28109(W) AD(       ) 1
 EH2680  NAD 83(1986)-  34 44 15.04689(N)    090 26 32.27756(W) AD(       ) 1
 EH2680  NAD 27      -  34 44 14.68700(N)    090 26 31.91500(W) AD(       ) 1
 EH2680  NGVD 29 (07/12/88)   62.4    (m)          205.     (f) GPS OBS     3  
 EH2680
 EH2680.Superseded values are not recommended for survey control.
 EH2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2680.See file dsdata.txt to determine how the superseded data were derived.
 EH2680
 EH2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3416546914(NAD 83)
 EH2680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EH2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2680+STABILITY: SURFACE MOTION
 EH2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2680+SATELLITE: SATELLITE OBSERVATIONS - 1984
 EH2680
 EH2680  HISTORY     - Date     Condition        Report By
 EH2680  HISTORY     - 1929     MONUMENTED       CGS
 EH2680  HISTORY     - 1953     POOR             CGS
 EH2680  HISTORY     - 1966     GOOD             MSHD
 EH2680  HISTORY     - 19750428 GOOD             USGS
 EH2680  HISTORY     - 1984     GOOD             NGS
 EH2680
 EH2680                          STATION DESCRIPTION
 EH2680
 EH2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 EH2680'ABOUT 5.5 MILES WEST OF TUNICA, ON BANQUETTE OF LEVEE.  TO
 EH2680'REACH FROM TUNICA GO 3/4 MILE NORTH ON UNITED STATES ROUTE
 EH2680'61 TO ROAD LEADING WEST, FOLLOW THIS ROAD TO INTERSECTION WITH
 EH2680'LEVEE ROAD.  STATION IS 62 FEET NORTHEAST OF JUNCTION OF ROADS,
 EH2680'41 FEET SOUTH OF CROWN OF LEVEE, AND 24 FEET NORTH OF LEVEE
 EH2680'ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 EH2680'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 EH2680'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 EH2680'AT FIRST HOUSE FROM LEVEE ON WEST SIDE OF ROAD TO TUNICA,
 EH2680'10 FEET WEST OF CENTER LINE OF ROAD, 32.5 FEET EAST OF
 EH2680'NORTHEAST CORNER OF HOUSE, AND 581.00 FEET FROM STATION.
 EH2680'NO. 2 IS ON BANQUETTE,
 EH2680'112 FEET SOUTH OF CENTER LINE OF LEVEE ROAD WHERE IT CROSSES
 EH2680'CROWN OF LEVEE, AND 306.820 FEET FROM STATION.
 EH2680'STATION B. M. CURRY (M.R.C.) (SEE
 EH2680'DESCRIPTION THEREOF) IS 189.62 METERS (622.1 FEET) FROM
 EH2680'STATION, S 23 DEG 29 MIN 39.4 SEC W.  STATION
 EH2680'P.B.M. 13/A (M.R.C.) (SEE DESCRIPTION THEREOF) IS 859.6 METERS
 EH2680'(2,820 FEET) FROM STATION, S 60 DEG 08 MIN 03 SEC E.
 EH2680'STATION B. M. BELL (M.R.C.) (SEE DESCRIPTION
 EH2680'THEREOF) IS 718.5 METERS (2,357 FEET) FROM STATION,
 EH2680'S 50 DEG 02 MIN 19 SEC E.
 EH2680
 EH2680                          STATION RECOVERY (1953)
 EH2680
 EH2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 EH2680'THE STATION WAS RECOVERED, BUT THE DISK IN THE SURFACE MARK
 EH2680'WAS GONE.  THE CONCRETE OF THE ORIGINAL SURFACE
 EH2680'MARK WAS REMOVED AND THE UNDERGROUND MARK WAS FOUND
 EH2680'UNDISTURBED AND IN GOOD CONDITION.  A NEW SURFACE MARK WAS
 EH2680'SET IN THE EXACT LOCATION OF THE ORIGINAL MARK.  REFERENCE MARK
 EH2680'NO. 1 1929 WAS FOUND LAYING ON THE SURFACE OF THE GROUND,
 EH2680'HAVING BEEN REMOVED BY GRADING MACHINERY AND WAS DESTROYED.
 EH2680'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR REFERENCE MARK
 EH2680'NO. 2 1929, BUT IT COULD NOT BE FOUND AND IS THOUGHT
 EH2680'DESTROYED BY GRADING MACHINERY.
 EH2680'
 EH2680'A NEW REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH
 EH2680'MARK WERE ESTABLISHED.
 EH2680'
 EH2680'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 EH2680'
 EH2680'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF TUNICA ON
 EH2680'THE BANQUETTE OF THE MISSISSIPPI RIVER LEVEE.  IT IS 39.0
 EH2680'FEET SOUTHEAST OF THE CROWN OF THE LEVEE, 26.0 FEET NORTHWEST
 EH2680'OF THE CENTER OF A TRACK ROAD AND 4.0 FEET SOUTHEAST OF A
 EH2680'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED HUSTON 1929
 EH2680'1953.
 EH2680'
 EH2680'REFERENCE MARK NO. 3 IS LOCATED ON THE BANQUETTE OF THE LEVEE,
 EH2680'11.0 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD AND ABOUT 2
 EH2680'FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 5 INCHES
 EH2680'AND IS STAMPED HUSTON NO 3 1929 1953.
 EH2680'
 EH2680'REFERENCE MARK NO. 4 IS LOCATED ON THE CROWN OF THE LEVEE
 EH2680'AND IS ABOUT 6 FEET ABOVE THE ELEVATION OF THE STATION.
 EH2680'IT PROJECTS 3 INCHES AND IS STAMPED HUSTON NO 4 1929 1953.
 EH2680'
 EH2680'THE AZIMUTH MARK IS LOCATED ON THE BANQUETTE OF THE LEVEE,
 EH2680'42.0 FEET EAST OF THE CROWN OF THE LEVEE, 35.0 FEET WEST
 EH2680'OF THE CENTER OF A TRACK ROAD AND 3.0 FEET SOUTH OF A WITNESS
 EH2680'POST.  IT PROJECTS 4 INCHES AND IS STAMPED HUSTON 1929 1953.
 EH2680'
 EH2680'TO REACH THE STATION FROM THE ILLINOIS-CENTRAL RAILROAD DEPOT
 EH2680'JUST EAST OF THE POST OFFICE IN TUNICA, GO NORTH ON THE MAIN
 EH2680'STREET FOR 1 BLOCK TO A CROSS-STREET, TURN RIGHT AND GO EAST
 EH2680'FOR 0.4 MILE TO U. S. HIGHWAY NO. 61.  HERE TURN LEFT AND
 EH2680'GO NORTH ON U. S. HIGHWAY NO. 61 FOR 0.7 MILE TO A CROSSROAD,
 EH2680'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO
 EH2680'A RAILROAD TRACK, CROSS TRACK AND CONTINUE WEST AND
 EH2680'NORTHWESTERLY ON A GRAVELED ROAD FOR 4.9 MILES TO WHERE THE MAIN
 EH2680'ROAD TURNS RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT
 EH2680'AHEAD.  HERE CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD,
 EH2680'CROSSING A NEW LEVEE FOR 0.3 MILE TO A POINT JUST AFTER
 EH2680'CROSSING A SMALL WOODEN BRIDGE WHERE THE MAIN ROAD BEARS
 EH2680'LEFT AND CROSSES THE OLD LEVEE AND A DIM TRACK ROAD RIGHT.
 EH2680'TURN RIGHT ON THIS TRACK ROAD AND GO ABOUT 100 FEET AND
 EH2680'THE STATION ON THE LEFT AS DESCRIBED.
 EH2680'
 EH2680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 EH2680'ALONG THE SOUTHEAST EDGE OF THE LEVEE FOR 0.35 MILE AND THE
 EH2680'MARK ON THE RIGHT AS DESCRIBED.
 EH2680
 EH2680                          STATION RECOVERY (1966)
 EH2680
 EH2680'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH2680'THE STATION WAS VISITED 8-30-66 AND ALL MARKS WERE FOUND IN
 EH2680'GOOD CONDITION.
 EH2680'
 EH2680'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TUNICA GO
 EH2680'NORTH ON A CONCRETE STREET FOR 0.2 MILE TO MISSISSIPPI HIGHWAY
 EH2680'4 ON THE RIGHT, TURN RIGHT (EAST) AND CONTINUE ON HIGHWAY 4
 EH2680'FOR 0.4 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61, TURN
 EH2680'LEFT (NORTH) AND CONTINUE ON HIGHWAY 61 FOR 0.75 MILE TO A
 EH2680'CROSSROADS, TURN LEFT (WEST) AND CONTINUE ON A BLACKTOP ROAD
 EH2680'CROSSING THE RAILROAD TRACK FOR 0.55 MILE TO THE END OF THE
 EH2680'BLACKTOP, CONTINUE (WEST) ON AN ALL-WEATHER ROAD FOR 5.0 MILES
 EH2680'TO THE MISSISSIPPI RIVER LEVEE, CONTINUE NORTH ON AN
 EH2680'ALL-WEATHER ROAD ACROSS THE LEVEE FOR 0.3 MILE TO WHERE THE
 EH2680'ROAD CURVES NORTHWEST TOWARD THE OLD LEVEE AND A TRACK
 EH2680'ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 EH2680'AZIMUTH CONTINUE (NORTHWEST) ON THE ALL-WEATHER ROAD FOR
 EH2680'0.05 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT
 EH2680'(WEST-SOUTHWEST) AND CONTINUE ON THE TRACK ROAD FOR
 EH2680'APPROXIMATELY 0.3 MILE TO THE MARK ON THE RIGHT AS
 EH2680'DESCRIBED.
 EH2680'
 EH2680'THE STATION DISK IS STAMPED HUSTON (1929) (1953), 104 FEET NORTHEAST
 EH2680'OF THE JUNCTION OF TRACK ROAD AND GRAVEL ROAD, 39 FEET SOUTHEAST
 EH2680'OF THE CENTER OF THE TOP OF THE OLD LEVEE, 26 FEET NORTH OF
 EH2680'THE CENTER OF THE TRACK ROAD, AND 1.1 FEET NORTH OF A METAL
 EH2680'WITNESS POST.
 EH2680'
 EH2680'R.M. 3 IS 68 FEET SOUTH OF THE CENTER OF THE OLD LEVEE, 8
 EH2680'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND STAMPED HUSTON
 EH2680'NO. 3 (1929) (1953).
 EH2680'
 EH2680'R.M. 4 IS 72 FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 EH2680'4 FEET NORTH OF THE CENTER OF THE OLD LEVEE, AND STAMPED
 EH2680'HUSTON NO. 4 (1929) (1953).
 EH2680'
 EH2680'THE AZIMUTH MARK IS 44.5 FEET SOUTHEAST OF A FENCE ON TOP
 EH2680'OF THE OLD LEVEE, 36 FEET NORTHWEST OF THE CENTER OF A TRACK
 EH2680'ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND STAMPED
 EH2680'HUSTON (1929) (1953).
 EH2680
 EH2680                          STATION RECOVERY (1975)
 EH2680
 EH2680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTF)
 EH2680'RECOVERED IN GOOD CONDITION.
 EH2680
 EH2680                          STATION RECOVERY (1984)
 EH2680
 EH2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2680'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3
 EH2680'(SHANK HOLE ONLY) IS STILL USABLE.  REFERENCE MARK 4 WAS FOUND
 EH2680'DESTROYED.  AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  REFERENCE
 EH2680'MARK 5 WAS ESTABLISHED AT THIS TIME.  THE SHANK HOLE IN REFERENCE
 EH2680'MARK 3 IS FLAT-SHAPED FROM BOTTOM OF SHANK.  A SHORTER DISTANCE OF
 EH2680'0.029 METERS (0.09 FEET) WAS NOTED TO REFERENCE MARK 3.
 EH2680'
 EH2680'THE STATION IS LOCATED 9.7 KM (6 MI) NORTHWEST OF TUNICA, AT THE BASE
 EH2680'OF AN OLD, LOW LEVEE, IN THE NORTHWEST QUARTER OF SECTION 14, T4S,
 EH2680'R12W.  OWNERSHIP--YAZOO-MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF
 EH2680'ENGINEER JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, PHONE (601)
 EH2680'624-4397.
 EH2680'
 EH2680'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE
 EH2680'HIGHWAY 4 IN TUNICA, GO WEST THROUGH TOWN ON HIGHWAY 4 FOR 9.2 KM
 EH2680'(5.7 MI) TO ITS JUNCTION WITH THE LEVEE ROAD.  TURN RIGHT, NORTHWEST,
 EH2680'ON LEVEE ROAD FOR 3.9 KM (2.45 MI) TO A CROSSROAD.  (TO REACH
 EH2680'REFERENCE MARK 5, CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO A SPUR LEVEE
 EH2680'ON THE LEFT.  KEEP LEFT ON SPUR LEVEE FOR 0.2 KM (0.1 MI) TO MARK ON
 EH2680'RIGHT JUST BEFORE BEND IN LEVEE).  TURN LEFT, NORTHWEST, DOWNHILL,
 EH2680'FOR 0.3 KM (0.2 MI) TO A ROAD CURVE LEFT AND STATION ON RIGHT.
 EH2680'
 EH2680'THE STATION IS IN MOWED GRASS AT BASE OF OLD LEVEE.  IT IS A STANDARD
 EH2680'NGS DISK STAMPED---HUTSON 1929 1953--- SET INTO THE TOP OF A SQUARE
 EH2680'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 2 CM (0.8
 EH2680'INCH) ABOVE THE GROUND LOCATED 120.4 METERS (395 FEET) E FROM
 EH2680'JUNCTION OF ROAD AND OLD LEVEE, 11.5 METERS (37.7 FEET) S FROM TOP OF
 EH2680'LEVEE (SLOPE), 2.4 METERS (8 FEET) FROM LOWER THAN LEVEE CROWN, AND
 EH2680'30.5 METERS (100 FEET) NE FROM ROAD CENTER IN CURVE 23 PACES EAST OF
 EH2680'EXTENDED ROAD CENTER LEADING TO MAIN LEVEE.
 EH2680'
 EH2680'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK SET
 EH2680'INTO AN IRREGULAR MASS OF CONCRETE.
 EH2680'
 EH2680'REFERENCE MARK NO. 3 IS SHANK HOLE ONLY (TOP SHAVED OFF BY GRADER),
 EH2680'HOLE IS 10MM LONG, 2 MM WIDE, AND 4 MM DEEP SET INTO THE TOP OF A
 EH2680'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 EH2680'GROUND LOCATED 3.4 METERS (11.0 FEET) SE FROM THE CENTER OF A TRACK
 EH2680'ROAD AND ON THE BURM OF THE LEVEE AND 0.5 METER (2 FEET) LOWER THAN
 EH2680'THE STATION.
 EH2680'
 EH2680'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 EH2680'STAMPED ---HUSTON 1929 1953 NO 5 1984--- SET INTO THE TOP OF A SQUARE
 EH2680'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 EH2680'LOCATED 173 METERS (568 FEET) NE FROM OUTSIDE CURVE OF JUNCTION OF
 EH2680'MAIN AND SPUR LEVEE ROADS, 15.2 METERS (50.0 FEET) SW FROM SMALL
 EH2680'THORN TREE AT BEND IN SPUR LEVEE, 1.8 METERS (5.9 FEET) SE FROM LEVEE
 EH2680'ROAD CENTER, AND 0.5 METER (1.6 FEET) NE FROM FIBERGLASS WITNESS POST.
 EH2680'
 EH2680'TRIPOD USED AT STATION.  MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE
 EH2680'TO RENA LARA, MISSISSIPPI, MAY-JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2647 ***********************************************************************
 EH2647  DESIGNATION -  HUSTON RM 5
 EH2647  PID         -  EH2647
 EH2647  STATE/COUNTY-  MS/TUNICA
 EH2647  USGS QUAD   -  TUNICA (1981)
 EH2647
 EH2647                         *CURRENT SURVEY CONTROL
 EH2647  ___________________________________________________________________
 EH2647* NAD 83(1993)-  34 44 12.95672(N)    090 26 20.43729(W)     NO CHECK  
 EH2647* NAVD 88     -        67.     (meters)     220.     (feet)  VERTCON   
 EH2647  ___________________________________________________________________
 EH2647  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EH2647  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EH2647  HORZ ORDER  -  SECOND
 EH2647
 EH2647.The horizontal coordinates were established by classical geodetic methods
 EH2647.and adjusted by the National Geodetic Survey in May 1994.
 EH2647.No horizontal observational check was made to the station.
 EH2647
 EH2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH2647
 EH2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2647
 EH2647.The geoid height was determined by GEOID03.
 EH2647
 EH2647;                    North         East     Units Scale Factor Converg.
 EH2647;SPC MS W     -   580,695.440   690,322.647   MT  0.99995115   -0 03 36.8
 EH2647;SPC MS W     - 1,905,164.96  2,264,833.55   sFT  0.99995115   -0 03 36.8
 EH2647;UTM  15      - 3,846,857.530   734,467.599   MT  1.00027764   +1 27 35.8
 EH2647
 EH2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2647!SPC MS W     -   0.99999368  x   0.99995115  =   0.99994483
 EH2647!UTM  15      -   0.99999368  x   1.00027764  =   1.00027132
 EH2647
 EH2647                          SUPERSEDED SURVEY CONTROL
 EH2647
 EH2647  NAD 83(1986)-  34 44 12.96708(N)    090 26 20.43731(W) AD(       ) 2
 EH2647  NAD 27      -  34 44 12.60714(N)    090 26 20.07509(W) AD(       ) 2
 EH2647  NGVD 29 (07/12/88)   67.     (m)          220.     (f) VERT ANG    3  
 EH2647
 EH2647.Superseded values are not recommended for survey control.
 EH2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2647.See file dsdata.txt to determine how the superseded data were derived.
 EH2647
 EH2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3446846858(NAD 83)
 EH2647_MARKER: DR = REFERENCE MARK DISK
 EH2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EH2647_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2647+STABILITY: SURFACE MOTION
 EH2647
 EH2647  HISTORY     - Date     Condition        Report By
 EH2647  HISTORY     - 1984     MONUMENTED       NGS
 EH2647
 EH2647                          STATION DESCRIPTION
 EH2647
 EH2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2647'STATION IS LOCATED 10 KM (6 MI) NORTHWEST OF TUNICA, 0.8 KM (0.5 MI)
 EH2647'EAST OF EAST SHORE OF MISSISSIPPI RIVER, ON TOP OF A SPUR LEVEE, IN
 EH2647'NORTH CENTRAL SECTION 14, T4S, R12W.  OWNERSHIP--YAZOO-MISSISSIPPI
 EH2647'DELTA LEVEE BOARD, C/O CHIEF ENGINEER JOE F. MOONEY, PO BOX 610,
 EH2647'CLARKSDALE, MS 38614, PHONE (601) 624-4397.
 EH2647'
 EH2647'TO REACH FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 4 WEST
 EH2647'IN TUNICA, GO WEST ON HIGHWAY 4 FOR 9.2 KM (5.7 MI) TO ITS JUNCTION
 EH2647'WITH THE LEVEE ROAD.  TURN SHARP RIGHT, NORTHWEST, ON LEVEE RAOD FOR
 EH2647'3.0 KM (1.85 MI) TO A CROSSROAD.  CONTINUE AHEAD FOR 0.3 KM (0.2 MI)
 EH2647'TO A FORK.  KEEP LEFT ON SPUR LEVEE FOR 0.2 KM (0.1 MI) TO MARK ON
 EH2647'THE RIGHT.
 EH2647'
 EH2647'STATION MARK IS A STANDARD NGS REFERENCE MARK DISK STAMPED---HUSTON
 EH2647'1929 1953 NO 5 1984--- SET IN THE TOP OF A 25-CM SQUARE CONCRETE
 EH2647'POST FLUSH WITH THE GROUND.  IT IS 173 M (568 FEET) NORTHEAST OF
 EH2647'OUTSIDE OF CURVE AT JUNCTION OF SPUR AND MAIN LEVEE ROADS, 15 M (50
 EH2647'FEET) SOUTHWEST OF A SMALL THORN TREE AT BEND IN SPUR LEVEE, 1.8 M
 EH2647'(5.9 FEET) SOUTHEAST OF LEVEE ROAD CENTER, AND 0.5 M (1.6 FEET)
 EH2647'NORTHEAST OF A FIBERGLASS WITNESS POST.
 EH2647'
 EH2647'AN EDM TRAVERSE WAS COMPLETED TO HUSTON 1929 1953.  MACROMETER GPS
 EH2647'SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPI, MAY-JUNE
 EH2647'1984.  THIS STATION SERVES AS THE AZIMUTH MARK FOR HUSTON 1929 1953.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2459 ***********************************************************************
 BH2459  DESIGNATION -  HUTSON RESET
 BH2459  PID         -  BH2459
 BH2459  STATE/COUNTY-  MS/GEORGE
 BH2459  USGS QUAD   -  BASIN (1982)
 BH2459
 BH2459                         *CURRENT SURVEY CONTROL
 BH2459  ___________________________________________________________________
 BH2459* NAD 83(1993)-  30 51 40.92690(N)    088 44 19.48153(W)     ADJUSTED  
 BH2459* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BH2459  ___________________________________________________________________
 BH2459  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2459  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH2459  HORZ ORDER  -  FIRST
 BH2459
 BH2459.The horizontal coordinates were established by classical geodetic methods
 BH2459.and adjusted by the National Geodetic Survey in May 1994.
 BH2459
 BH2459.The orthometric height was scaled from a topographic map.
 BH2459
 BH2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2459
 BH2459.The geoid height was determined by GEOID03.
 BH2459
 BH2459;                    North         East     Units Scale Factor Converg.
 BH2459;SPC MS E     -   150,911.506   309,046.193   MT  0.99995101   +0 02 54.7
 BH2459;SPC MS E     -   495,115.50  1,013,929.05   sFT  0.99995101   +0 02 54.7
 BH2459;UTM  16      - 3,415,532.438   333,757.050   MT  0.99994092   -0 53 31.6
 BH2459
 BH2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2459!SPC MS E     -   1.00000229  x   0.99995101  =   0.99995330
 BH2459!UTM  16      -   1.00000229  x   0.99994092  =   0.99994321
 BH2459
 BH2459|---------------------------------------------------------------------|
 BH2459| PID    Reference Object                     Distance      Geod. Az  |
 BH2459|                                                           dddmmss.s |
 BH2459| AI2937 HUTSON RM 4                          26.336 METERS 00933     |
 BH2459| AI2934 HUTSON RM 1                          30.077 METERS 04924     |
 BH2459| BH2479 LUCEDALE CENTRAL FIRE TOWER         APPROX. 8.3 KM 0542538.4 |
 BH2459| AI2935 HUTSON RM 2                          29.500 METERS 16331     |
 BH2459| BH2460 TT 87 T USGS 1942                   156.258 METERS 17310     |
 BH2459| AI2936 HUTSON RM 3                          24.126 METERS 26603     |
 BH2459| AI2938 HUTSON AZ MK                                       3575619.9 |
 BH2459|---------------------------------------------------------------------|
 BH2459
 BH2459                          SUPERSEDED SURVEY CONTROL
 BH2459
 BH2459  NAD 83(1993)-  30 51 40.93907(N)    088 44 19.47634(W) AD(       ) 1
 BH2459  NAD 83(1986)-  30 51 40.94493(N)    088 44 19.47997(W) AD(       ) 1
 BH2459  NAD 27      -  30 51 40.27800(N)    088 44 19.36600(W) AD(       ) 1
 BH2459
 BH2459.Superseded values are not recommended for survey control.
 BH2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2459.See file dsdata.txt to determine how the superseded data were derived.
 BH2459
 BH2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3375715532(NAD 83)
 BH2459_MARKER: DS = TRIANGULATION STATION DISK
 BH2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2459_STAMPING: HUTSON 1942 1975
 BH2459_MARK LOGO: NGS   
 BH2459_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2459+STABILITY: SURFACE MOTION
 BH2459
 BH2459  HISTORY     - Date     Condition        Report By
 BH2459  HISTORY     - 1975     MONUMENTED       NGS
 BH2459  HISTORY     - 19830621 GOOD             NGS
 BH2459
 BH2459                          STATION DESCRIPTION
 BH2459
 BH2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BH2459'THE STATION WAS VISITED 6-11-75 AND THE STATION MARK, REFERENCE MARK
 BH2459'NO 1, AZIMUTH MARK AND TT 87T (USGS) WERE RECOVERED IN GOOD
 BH2459'CONDITION.  REFERENCE MARK NO 2 WAS DESTROYED WHEN LAND WAS
 BH2459'CULTIVATED.  MR. OTTO M. DAVIS, PROPERTY OWNER, REQUESTED
 BH2459'THAT THE STATION MARK BE LOWERED AND REFERENCE MARK NO 1 BE REMOVED
 BH2459'FROM FIELD.  THE STATION MARK WAS LOWERED AND TWO NEW
 BH2459'REFERENCE MARKS WERE ESTABLISHED AT THIS DATE.  REFERENCE MARK NO 1
 BH2459'WAS RECLAIMED.  THE AZIMUTH MARK AND TT 87T ARE NOT
 BH2459'VISIBLE FROM THE STATION.  A NEW DESCRIPTION FOLLOWS-
 BH2459'
 BH2459'THE STATION IS LOCATED 9.9 MILES SOUTHWEST OF LUCEDALE, 4.2 MILES
 BH2459'EAST-SOUTHEAST OF THE VILLAGE OF BENNDALE IN THE NORTHWEST 1/4
 BH2459'OF SECTION 24, T 25, R 8W.
 BH2459'
 BH2459'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY 26,
 BH2459'63 IN THE WEST EDGE OF LUCEDALE GO SOUTH ON STATE HIGHWAYS
 BH2459'26 AND 63 FOR 1.05 MILE TO THE JUNCTION OF STATE HIGHWAY 63.
 BH2459'CONTINUE SOUTHWEST ON STATE HIGHWAY 26 FOR 4.4 MILES TO A
 BH2459'CEMETERY ON THE LEFT, CONTINUE AHEAD ON STATE HIGHWAY 26 FOR 0.45
 BH2459'MILE TO A PAVED SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST
 BH2459'ON A PAVED ROAD FOR 3.05 MILES TO A CROSSROAD, TURN RIGHT AND GO
 BH2459'NORTHWEST ON A PAVED ROAD FOR 0.15 MILE TO A GRAVEL SIDE ROAD
 BH2459'ON THE LEFT JUST AFTER CROSSING THE BRIDGE.  TURN LEFT AND GO WEST ON
 BH2459'A GRAVEL ROAD FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK AND GO
 BH2459'2.45 MILES TO OLD LOG HOUSE ON LEFT AND THE STATION ON THE RIGHT.
 BH2459'
 BH2459'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BH2459'HUTSON 1942 1975 SET IN A ROUND CONCRETE MONUMENT 2 FEET BELOW
 BH2459'THE SURFACE OF THE GROUND.  IT IS 262.5 FEET NORTH OF A POWER POLE IN
 BH2459'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 84 FEET
 BH2459'EAST-NORTHEAST OF AN ARTESION WELL, 81.5 FEET NORTH-NORTHEAST OF
 BH2459'NORTH GATE POST, 24 FEET EAST OF CENTER GRAVEL ROAD AND 10
 BH2459'FEET EAST OF A METAL WITNESS POST AND SIGN IN FENCE LINE.
 BH2459'
 BH2459'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED HUTSON
 BH2459'1942 NO 3 1975 SET IN TOP OF A ROUND CONCRETE POST
 BH2459'FLUSH WITH THE GROUND.  IT IS 49.5 FEET SOUTHEAST OF ARTESION WELL,
 BH2459'21 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF
 BH2459'NORTH GATE POST AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN IN
 BH2459'FENCE LINE.
 BH2459'
 BH2459'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED HUTSON
 BH2459'1942 NO 4 1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 BH2459'THE GROUND.  IT IS 133 FEET WEST OF NORTH GATE POST, 96 FEET
 BH2459'NORTH-NORTHEAST OF ARTESION WELL, 30.5 FEET WEST OF THE CENTER
 BH2459'OF GRAVEL ROAD AND 1 FOOT EAST OF METAL WITNESS POST AND SIGN IN
 BH2459'FENCE LINE.
 BH2459'
 BH2459'THE DISTANCE BETWEEN REFERENCE MARKS NO 3 AND NO 4 IS 130.080 FEET
 BH2459'(39.648 METERS).
 BH2459'
 BH2459'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HUTSON 1942
 BH2459'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 BH2459'INCHES.  IT IS 0.3 MILE NORTH OF THE STATION MARK, 33 FEET WEST OF
 BH2459'THE CENTER OF A GRAVEL ROAD, 38 FEET NORTH OF THE CENTER OF WOODS
 BH2459'ROAD, AND 1 FOOT WEST OF METAL WITNESS POST AND SIGN.
 BH2459'
 BH2459'BENCH MARK TT 87T (USGS) IS A BRONZE DISK STAMPED TT 87T 1940 SET IN
 BH2459'TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 BH2459'512.76 FEET SOUTH OF THE STATION MARK, 142 FEET SOUTHEAST OF THE
 BH2459'CENTER OF WOODS ROAD, 43 FEET SOUTHWEST OF THE CENTER OF
 BH2459'GRAVEL ROAD, 14 FEET SOUTHEAST OF A 12 INCH PINE TREE AND 1 FOOT
 BH2459'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 BH2459
 BH2459                          STATION RECOVERY (1983)
 BH2459
 BH2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BH2459'THE STATION MARK REFERENCE MARKS NO 2 AND NO 4, AZIMUTH MARK AND TT 87
 BH2459'T 1940 (USGS) WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 BH2459'IS NOT VISABLE DUE TO TREES.  THE LINE TO 87 T WAS CLEARED TO SEE TOP
 BH2459'OF RANGE POLE, BUT LINE COULD NOT BE CLEARED TO MEASURE.  THE STATION
 BH2459'MARK AND REFERENCE MARKS NO 3 AND NO 4 WERE RECOVERED AS DESCRIBED IN
 BH2459'THE 1975 DESCRIPTION.  THE AZIMUTH MARK AND TT 87 T 1940 (USGS) WERE
 BH2459'FOUND AS DESCRIBED IN THE 1971 DESCRIPTION.  THE 1975 TO REACH
 BH2459'DESCRIPTION IS ADEQUATE AND COMPLETE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1771 ***********************************************************************
 BV1771  DESIGNATION -  HYDER
 BV1771  PID         -  BV1771
 BV1771  STATE/COUNTY-  MS/GREENE
 BV1771  USGS QUAD   -  AVENT (1982)
 BV1771
 BV1771                         *CURRENT SURVEY CONTROL
 BV1771  ___________________________________________________________________
 BV1771* NAD 83(1993)-  31 00 00.22577(N)    088 45 47.62814(W)     ADJUSTED  
 BV1771* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BV1771  ___________________________________________________________________
 BV1771  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BV1771  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BV1771  HORZ ORDER  -  SECOND
 BV1771
 BV1771.The horizontal coordinates were established by classical geodetic methods
 BV1771.and adjusted by the National Geodetic Survey in May 1994.
 BV1771
 BV1771.The orthometric height was scaled from a topographic map.
 BV1771
 BV1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1771
 BV1771.The geoid height was determined by GEOID03.
 BV1771
 BV1771;                    North         East     Units Scale Factor Converg.
 BV1771;SPC MS E     -   166,285.795   306,694.825   MT  0.99995055   +0 02 10.0
 BV1771;SPC MS E     -   545,555.98  1,006,214.61   sFT  0.99995055   +0 02 10.0
 BV1771;UTM  16      - 3,430,943.241   331,658.915   MT  0.99994957   -0 54 30.0
 BV1771
 BV1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1771!SPC MS E     -   1.00000207  x   0.99995055  =   0.99995262
 BV1771!UTM  16      -   1.00000207  x   0.99994957  =   0.99995164
 BV1771
 BV1771|---------------------------------------------------------------------|
 BV1771| PID    Reference Object                     Distance      Geod. Az  |
 BV1771|                                                           dddmmss.s |
 BV1771| DD8950 HYDER RM 2                           12.500 METERS 03259     |
 BV1771| BH2508 RAY                                 293.755 METERS 11540     |
 BV1771| DD8949 HYDER RM 1                           17.420 METERS 16739     |
 BV1771| BV1492 ENDER                               APPROX. 2.6 KM 2811119.7 |
 BV1771|---------------------------------------------------------------------|
 BV1771
 BV1771                          SUPERSEDED SURVEY CONTROL
 BV1771
 BV1771  NAD 83(1993)-  31 00 00.23695(N)    088 45 47.62267(W) AD(       ) 2
 BV1771  NAD 83(1986)-  31 00 00.24211(N)    088 45 47.62760(W) AD(       ) 2
 BV1771  NAD 27      -  30 59 59.57000(N)    088 45 47.50700(W) AD(       ) 2
 BV1771
 BV1771.Superseded values are not recommended for survey control.
 BV1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1771.See file dsdata.txt to determine how the superseded data were derived.
 BV1771
 BV1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3165930943(NAD 83)
 BV1771_MARKER: DS = TRIANGULATION STATION DISK
 BV1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1771
 BV1771  HISTORY     - Date     Condition        Report By
 BV1771  HISTORY     - 1921     MONUMENTED       CGS
 BV1771  HISTORY     - 1942     MARK NOT FOUND   CGS
 BV1771
 BV1771                          STATION DESCRIPTION
 BV1771
 BV1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BV1771'STATION IS 3-1/8 MILES N OF MERRILL ON E (RIGHT) SIDE OF TRACK ON THE
 BV1771'EXTENSION OF FORWARD TANGENT OF W (LEFT) RAIL, 60 METERS S OF POINT
 BV1771'OF TANGENCY 175 METERS S OF RAILROAD TRESTLE 52/9.  ON E EDGE OF HILL
 BV1771'1.54 METERS (5.05 FEET) E OF E AND NEAREST RAIL.
 BV1771'
 BV1771'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1771'SET IN CONCRETE.
 BV1771'
 BV1771'REFERENCE MARK NO.1 ON W (LEFT) SIDE OF TRACK 0.5 METER E OF W FENCE
 BV1771'LINE.
 BV1771'
 BV1771'REFERENCE MARK NO.2 ON E (RIGHT) SIDE OF TRACK 0.5 METER W OF E FENCE
 BV1771'LINE.
 BV1771'
 BV1771'BOTH REFERENCE MARKS MEASURED AT AN INCLINED ANGLE OF 15 DEGREES.
 BV1771
 BV1771                          STATION RECOVERY (1942)
 BV1771
 BV1771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (MZB)
 BV1771'ORIGINAL DESCRIPTION IS GOOD BUT NO TRACE OF THE STATION MARK OR
 BV1771'REFERENCE MARK NO. 2 COULD BE FOUND.  REFERENCE MARK NO. 1 WAS
 BV1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1016 ***********************************************************************
 BW1016  DESIGNATION -  I 129
 BW1016  PID         -  BW1016
 BW1016  STATE/COUNTY-  MS/ADAMS
 BW1016  USGS QUAD   -  SIBLEY (1988)
 BW1016
 BW1016                         *CURRENT SURVEY CONTROL
 BW1016  ___________________________________________________________________
 BW1016* NAD 83(1986)-  31 27 30.     (N)    091 29 59.     (W)     SCALED    
 BW1016* NAVD 88     -        19.42   (+/-2cm)      63.7    (feet)  VERTCON   
 BW1016  ___________________________________________________________________
 BW1016  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BW1016  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1016
 BW1016.The horizontal coordinates were scaled from a topographic map and have
 BW1016.an estimated accuracy of +/- 6 seconds.
 BW1016
 BW1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1016.The vertical order pertains to the NGVD 29 superseded value.
 BW1016
 BW1016.The geoid height was determined by GEOID03.
 BW1016
 BW1016;                    North         East    Units  Estimated Accuracy
 BW1016;SPC MS W     -   217,680.      589,140.      MT  (+/- 180 meters Scaled)
 BW1016
 BW1016                          SUPERSEDED SURVEY CONTROL
 BW1016
 BW1016  NGVD 29 (??/??/92)   19.415  (m)           63.70   (f) ADJ UNCH    1 2
 BW1016
 BW1016.Superseded values are not recommended for survey control.
 BW1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1016.See file dsdata.txt to determine how the superseded data were derived.
 BW1016
 BW1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ425813(NAD 83)
 BW1016_MARKER: DB = BENCH MARK DISK
 BW1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1016_STAMPING: I 129 1938
 BW1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1016+STABILITY: SURFACE MOTION
 BW1016
 BW1016  HISTORY     - Date     Condition        Report By
 BW1016  HISTORY     - 1938     MONUMENTED       CGS
 BW1016  HISTORY     - 1940     GOOD             NGS
 BW1016  HISTORY     - 1979     MARK NOT FOUND   USGS
 BW1016
 BW1016                          STATION DESCRIPTION
 BW1016
 BW1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BW1016'8.75 MI SW FROM NATCHEZ.
 BW1016'8-3/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE EAST BANK OF
 BW1016'MISSISSIPPI RIVER, 135 FEET UPSTREAM FROM RANGE 717.0, 350 FEET WEST
 BW1016'OF HIGH-WATER GAGE 58 AND A LARGE PECAN TREE, 36 FEET FROM THE TOP
 BW1016'BANK OF THE RIVER, AT THE SOUTHWEST CORNER OF A PASTURE, 18 FEET WEST
 BW1016'OF A BLAZED 16-INCH COTTONWOOD TREE, 12 FEET NORTH OF THE NORTHWEST
 BW1016'CORNER OF A CULTIVATED FIELD, AND 3 FEET EAST OF A BLAZED 14-INCH
 BW1016'COTTONWOOD TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BW1016'PROJECTING 10 INCHES ABOVE GROUND.
 BW1016
 BW1016                          STATION RECOVERY (1979)
 BW1016
 BW1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BW1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2748 ***********************************************************************
 BH2748  DESIGNATION -  I10 1 1977
 BH2748  PID         -  BH2748
 BH2748  STATE/COUNTY-  MS/HANCOCK
 BH2748  USGS QUAD   -  HAASWOOD (1993)
 BH2748
 BH2748                         *CURRENT SURVEY CONTROL
 BH2748  ___________________________________________________________________
 BH2748* NAD 83(1993)-  30 18 18.58673(N)    089 38 03.30125(W)     ADJUSTED  
 BH2748* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 BH2748  ___________________________________________________________________
 BH2748  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BH2748  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BH2748  HORZ ORDER  -  SECOND
 BH2748
 BH2748.The horizontal coordinates were established by classical geodetic methods
 BH2748.and adjusted by the National Geodetic Survey in May 1994.
 BH2748
 BH2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2748
 BH2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2748
 BH2748.The geoid height was determined by GEOID03.
 BH2748
 BH2748;                    North         East     Units Scale Factor Converg.
 BH2748;SPC MS E     -    89,520.218   222,962.638   MT  1.00002319   -0 24 15.0
 BH2748;SPC MS E     -   293,700.92    731,503.25   sFT  1.00002319   -0 24 15.0
 BH2748;SPC LA S     -   201,304.487 1,163,418.467   MT  0.99993979   +0 50 58.4
 BH2748;SPC LA S     -   660,446.47  3,816,982.09   sFT  0.99993979   +0 50 58.4
 BH2748;UTM  16      - 3,355,540.596   246,669.465   MT  1.00039181   -1 19 47.9
 BH2748
 BH2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2748!SPC MS E     -   1.00000280  x   1.00002319  =   1.00002599
 BH2748!SPC LA S     -   1.00000280  x   0.99993979  =   0.99994259
 BH2748!UTM  16      -   1.00000280  x   1.00039181  =   1.00039461
 BH2748
 BH2748:                Primary Azimuth Mark                     Grid Az
 BH2748:SPC MS E     -  LOG AZ MK 2 1977                         074 15 48.1
 BH2748:SPC LA S     -  LOG AZ MK 2 1977                         073 00 34.7
 BH2748:UTM  16      -  LOG AZ MK 2 1977                         075 11 21.0
 BH2748
 BH2748|---------------------------------------------------------------------|
 BH2748| PID    Reference Object                     Distance      Geod. Az  |
 BH2748|                                                           dddmmss.s |
 BH2748| BH2732 LOG AZ MK 2 1977                    APPROX. 0.9 KM 0735133.1 |
 BH2748|---------------------------------------------------------------------|
 BH2748
 BH2748                          SUPERSEDED SURVEY CONTROL
 BH2748
 BH2748  NAD 83(1986)-  30 18 18.60018(N)    089 38 03.29713(W) AD(       ) 2
 BH2748  NAD 27      -  30 18 17.90264(N)    089 38 03.08891(W) AD(       ) 2
 BH2748  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG    3  
 BH2748
 BH2748.Superseded values are not recommended for survey control.
 BH2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2748.See file dsdata.txt to determine how the superseded data were derived.
 BH2748
 BH2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU4666955541(NAD 83)
 BH2748_MARKER: DD = SURVEY DISK
 BH2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2748+STABILITY: SURFACE MOTION
 BH2748
 BH2748  HISTORY     - Date     Condition        Report By
 BH2748  HISTORY     - 1977     MONUMENTED       LADTD
 BH2748
 BH2748                          STATION DESCRIPTION
 BH2748
 BH2748'DESCRIBED BY LA TRANSP AND DEV 1977 (RT)
 BH2748'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SLIDELL.  THE MARK
 BH2748'IS SET ON DEPARTMENT OF HIGHWAYS PROPERTY NEAR THE NORTHEAST
 BH2748'CORNER ON THE BRIDGE ON THE WEST BOUND LANE OF INTERSTATE
 BH2748'HIGHWAY 10 OVER THE EAST PEARL RIVER.
 BH2748'
 BH2748'TO REACH THE STATION FROM THE MISSISSIPPI SCALES OFFICE NORTH
 BH2748'OF THE WEST BOUND LANE ON INTERSTATE 10, DRIVE WEST ALONG
 BH2748'INTERSTATE 10 FOR 0.8 MILES TO THE EAST PEARL RIVER BRIDGE
 BH2748'AND THE MARK SET ON THE RIGHT AND NORTH OF THE HIGHWAY NEAR THE
 BH2748'NORTHEAST CORNER OF THE BRIDGE.
 BH2748'
 BH2748'THE STATION MARK IS A STANDARD MISSISSIPPI HIGHWAY DEPARTMENT
 BH2748'SURVEY DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2748'THAT IS FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK DISK IS
 BH2748'SET IN TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES
 BH2748'BELOW THE GROUND SURFACE.  THEY ARE STAMPED I-10-1 1977.  THE
 BH2748'MARK IS 21 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE ON
 BH2748'INTERSTATE HIGHWAY 10, 16 FEET SOUTH OF A JUNCTION BOX FOR THE
 BH2748'SHIP CHANNEL LIGHTS ON THE BRIDGE, 5.5 FEET NORTHEAST OF THE
 BH2748'NORTHEAST CORNER OF THE BRIDGE AND 1.5 FEET EAST OF A METAL
 BH2748'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AI7179 ***********************************************************************
 AI7179  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7179  DESIGNATION -  IGLOO
 AI7179  PID         -  AI7179
 AI7179  STATE/COUNTY-  MS/HANCOCK
 AI7179  USGS QUAD   -  DEAD TIGER CREEK (1970)
 AI7179
 AI7179                         *CURRENT SURVEY CONTROL
 AI7179  ___________________________________________________________________
 AI7179* NAD 83(2007)-  30 24 05.77328(N)    089 35 54.03498(W)     ADJUSTED  
 AI7179* NAVD 88     -         9.15   (meters)      30.0    (feet)  GPS OBS   
 AI7179  ___________________________________________________________________
 AI7179  EPOCH DATE  -        2002.00
 AI7179  X           -      38,596.965 (meters)                     COMP
 AI7179  Y           -  -5,505,710.680 (meters)                     COMP
 AI7179  Z           -   3,208,841.758 (meters)                     COMP
 AI7179  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AI7179  ELLIP HEIGHT-         -18.172 (meters)          (02/10/07) ADJUSTED
 AI7179  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AI7179
 AI7179  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7179  Type    PID    Designation                      North   East  Ellip
 AI7179  -------------------------------------------------------------------
 AI7179  NETWORK AI7179 IGLOO                             0.39   0.35   0.82
 AI7179  -------------------------------------------------------------------
 AI7179
 AI7179.The horizontal coordinates were established by GPS observations
 AI7179.and adjusted by the National Geodetic Survey in February 2007.
 AI7179
 AI7179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7179.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7179.The horizontal coordinates are valid at the epoch date displayed above.
 AI7179.The epoch date for horizontal control is a decimal equivalence
 AI7179.of Year/Month/Day.
 AI7179
 AI7179.The orthometric height was determined by GPS observations and a
 AI7179.high-resolution geoid model.
 AI7179.The orthometric height was determined by GPS observations and a
 AI7179.high-resolution geoid model using precise GPS observation and
 AI7179.processing techniques.
 AI7179
 AI7179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7179
 AI7179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7179
 AI7179.The ellipsoidal height was determined by GPS observations
 AI7179.and is referenced to NAD 83.
 AI7179
 AI7179.The geoid height was determined by GEOID03.
 AI7179
 AI7179;                    North         East     Units Scale Factor Converg.
 AI7179;SPC MS E     -   100,187.599   226,488.677   MT  1.00001664   -0 23 13.8
 AI7179;SPC MS E     -   328,698.81    743,071.60   sFT  1.00001664   -0 23 13.8
 AI7179;UTM  16      - 3,366,153.351   250,368.979   MT  1.00036884   -1 18 56.1
 AI7179
 AI7179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7179!SPC MS E     -   1.00000285  x   1.00001664  =   1.00001949
 AI7179!UTM  16      -   1.00000285  x   1.00036884  =   1.00037169
 AI7179
 AI7179                          SUPERSEDED SURVEY CONTROL
 AI7179
 AI7179  ELLIP H (03/26/02)  -18.166  (m)                       GP(       ) 4 2
 AI7179  NAD 83(1993)-  30 24 05.77324(N)    089 35 54.03527(W) AD(       ) A
 AI7179  ELLIP H (08/18/00)  -18.174  (m)                       GP(       ) 4 1
 AI7179
 AI7179.Superseded values are not recommended for survey control.
 AI7179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7179.See file dsdata.txt to determine how the superseded data were derived.
 AI7179
 AI7179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU5036966153(NAD 83)
 AI7179_MARKER: I = METAL ROD
 AI7179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7179_STAMPING: IGLOO 2000
 AI7179_MARK LOGO: NGS   
 AI7179_PROJECTION: FLUSH
 AI7179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7179+STABILITY: POSITION/ELEVATION WELL
 AI7179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7179+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7179_ROD/PIPE-DEPTH: 36.1 meters
 AI7179_SLEEVE-DEPTH  : 0.90 meters
 AI7179
 AI7179  HISTORY     - Date     Condition        Report By
 AI7179  HISTORY     - 2000     MONUMENTED       NGS
 AI7179
 AI7179                          STATION DESCRIPTION
 AI7179
 AI7179'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7179'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF NEW
 AI7179'ORLEANS, LA., 11 KM (6.85 MI) SOUTHEAST OF PICAYUNE, MS.  AT THE
 AI7179'STENNIS SPACE CENTER, 6 M (19.7 FT) SOUTH OF A SMALL DITCH, NEAR THE
 AI7179'NORTHEAST CORNER OF A PAVED PARKING AREA, AND JUST EAST OF THE
 AI7179'ENTRANCE GATE AND GUARD BOOTH TO THE STORAGE FACILITY. OWNERSHIP--JOHN
 AI7179'C.  STENNIS SPACE CENTER.  CONTACT MR.  RICHARD B. SELLERS, COMMERCIAL
 AI7179'REMOTE SENSING PROGRAM, LOCKHEED MARTIN STENNIS OPERATIONS BUILDING
 AI7179'1210, STENNIS SPACE CENTER, MS 39529, FOR PERMISSION TO OCCUPY THIS
 AI7179'STATION AND TO OBTAIN THE REQUIRED BADGES. PHONE 228-688-1969.  TO
 AI7179'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AI7179'STATE HIGHWAY 607 (TRENT LOTT PARKWAY) AT EXIT 2, GO NORTHERLY ON
 AI7179'HIGHWAY 607 FOR 3.38 KM (2.10 MI) TO A GUARD BOOTH.  CONTINUE
 AI7179'NORTHERLY ON HIGHWAY 607 FOR 4.90 KM (3.05 MI) TO A PAVED ROAD RIGHT.
 AI7179'TURN RIGHT, EAST, ON LEANORD KIMBLE ROAD FOR 1.37 TO A PAVED ROAD
 AI7179'LEFT.  TURN LEFT, NORTH, ON ANDREW JACKSON ROAD FOR 1.60 KM (1.00 MI)
 AI7179'TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON IGLOO ROAD FOR 1.13 KM
 AI7179'(0.70 MI) TO THE STATION ON THE LEFT JUST AFTER PASSING THROUGH A GATE
 AI7179'IN A CHAIN LINK FENCE.  THE STATION IS A DRILL HOLE TOP CENTER OF A
 AI7179'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 0.90 CM LONG
 AI7179'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AI7179'SET FLUSH WITH THE GROUND.  IT IS 66.3 M (217.5 FT) EAST OF THE
 AI7179'SOUTHEAST CORNER OF BUILDING NUMBER 9601, 26.9 M (88.3 FT) NORTH OF
 AI7179'THE CENTER OF IGLOO ROAD, 3.0 M (9.8 FT) SOUTH OF A FIBERGLASS WITNESS
 AI7179'POST, AND 0.65 M (2.13 FT) NORTH OF THE SOUTH EDGE OF THE PAVED
 AI7179'PARKING AREA.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 36.1
 AI7179'M.  (118.4 FT) NOTE--THE DRILL HOLE IS APPROXIMATELY 1 MM IN DIAMETER
 AI7179'AND 2 MM DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1076 ***********************************************************************
 BV1076  DESIGNATION -  ILVA RM 1
 BV1076  PID         -  BV1076
 BV1076  STATE/COUNTY-  MS/PERRY
 BV1076  USGS QUAD   -  MC LAIN (1982)
 BV1076
 BV1076                         *CURRENT SURVEY CONTROL
 BV1076  ___________________________________________________________________
 BV1076* NAD 83(1993)-  31 07 20.80517(N)    088 50 39.13570(W)     ADJUSTED  
 BV1076* NAVD 88     -        25.758  (meters)      84.51   (feet)  ADJUSTED  
 BV1076  ___________________________________________________________________
 BV1076  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BV1076  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV1076  DYNAMIC HT  -          25.726 (meters)      84.40  (feet)  COMP
 BV1076  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 BV1076
 BV1076  HORZ ORDER  -  THIRD
 BV1076  VERT ORDER  -  SECOND    CLASS II
 BV1076
 BV1076.The horizontal coordinates were established by classical geodetic methods
 BV1076.and adjusted by the National Geodetic Survey in May 1994.
 BV1076
 BV1076.The orthometric height was determined by differential leveling
 BV1076.and adjusted in May 1996.
 BV1076
 BV1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1076
 BV1076.The geoid height was determined by GEOID03.
 BV1076
 BV1076.The dynamic height is computed by dividing the NAVD 88
 BV1076.geopotential number by the normal gravity value computed on the
 BV1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1076.degrees latitude (g = 980.6199 gals.).
 BV1076
 BV1076.The modeled gravity was interpolated from observed gravity values.
 BV1076
 BV1076;                    North         East     Units Scale Factor Converg.
 BV1076;SPC MS E     -   179,851.743   298,963.151   MT  0.99995001   -0 00 20.2
 BV1076;SPC MS E     -   590,063.59    980,848.27   sFT  0.99995001   -0 00 20.2
 BV1076;UTM  16      - 3,444,635.218   324,152.190   MT  0.99998143   -0 57 12.4
 BV1076
 BV1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1076!SPC MS E     -   1.00000030  x   0.99995001  =   0.99995031
 BV1076!UTM  16      -   1.00000030  x   0.99998143  =   0.99998173
 BV1076
 BV1076|---------------------------------------------------------------------|
 BV1076| PID    Reference Object                     Distance      Geod. Az  |
 BV1076|                                                           dddmmss.s |
 BV1076| CG2076 ILVA RM 2                            30.053 METERS 02607     |
 BV1076| BV0264 ILVA=T 15 RESET                      23.778 METERS 04406     |
 BV1076| BV1505 BEAUMONT                            APPROX. 7.0 KM 2804303.5 |
 BV1076|---------------------------------------------------------------------|
 BV1076
 BV1076                          SUPERSEDED SURVEY CONTROL
 BV1076
 BV1076  NAD 83(1993)-  31 07 20.81693(N)    088 50 39.13018(W) AD(       ) 3
 BV1076  NAD 83(1986)-  31 07 20.82087(N)    088 50 39.13490(W) AD(       ) 3
 BV1076  NAD 27      -  31 07 20.16400(N)    088 50 38.99000(W) AD(       ) 3
 BV1076  NGVD 29 (??/??/92)   25.778  (m)           84.57   (f) ADJ UNCH    2 2
 BV1076
 BV1076.Superseded values are not recommended for survey control.
 BV1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1076.See file dsdata.txt to determine how the superseded data were derived.
 BV1076
 BV1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2415244635(NAD 83)
 BV1076_MARKER: DR = REFERENCE MARK DISK
 BV1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1076_STAMPING: ILVA NO 1
 BV1076_MARK LOGO: CGS   
 BV1076_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1076+STABILITY: SURFACE MOTION
 BV1076
 BV1076  HISTORY     - Date     Condition        Report By
 BV1076  HISTORY     - 1921     MONUMENTED       CGS
 BV1076  HISTORY     - 1976     SEE DESCRIPTION  MSHD
 BV1076  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1076
 BV1076                          STATION DESCRIPTION
 BV1076
 BV1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 BV1076'SEE STATION ILVA T 15
 BV1076
 BV1076                          STATION RECOVERY (1976)
 BV1076
 BV1076'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1076'LOCATED 1.3 MILES (2.1 KM) NORTHWEST OF MCLAIN ON THE SOUTHWEST RIGHT
 BV1076'OF WAY OF THE GM AND O RAILROAD TRACK AT THE FIRST CURVE NORTH OF
 BV1076'MCLAIN, 5.7 MILES (9.2 KM) SOUTHEAST OF BEAUMONT, 0.2 MILE (0.3 KM)
 BV1076'NORTHWEST OF THE GREENE-PERRY COUNTY LINE IN THE NORTHEAST 1/4 OF SEC
 BV1076'24, T 2N, R 9W.  IT IS 77.98 FEET (23.77 M) WEST OF THE STATION, 123
 BV1076'FEET (37.5 M) SOUTHWEST OF THE CENTER OF HIGHWAY 98, 86.5 FEET
 BV1076'(26.4 M) SOUTH-SOUTHWEST OF POLE NO 883, 79.5 FEET (24.2 M)
 BV1076'WEST-NORTHWEST OF POLE NO 84, 43.5 FEET (13.3 M) SOUTHWEST OF THE
 BV1076'SOUTHWEST RAIL, 34 FEET (10.4 M) NORTH-NORTHWEST OF A POWER POLE, 1
 BV1076'FOOT (0.3 M) SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE
 BV1076'CONCRETE POST ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY AND
 BV1076'IS FLUSH WITH THE GROUND.  TO REACH THE US POST OFFICE IN MCLAIN GO
 BV1076'NORTHWEST ON US HIGHWAY 98 FOR 1.3 MILES (2.1 KM) TO THE MARK ON THE
 BV1076'LEFT.
 BV1076
 BV1076                          STATION RECOVERY (2008)
 BV1076
 BV1076'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1077 ***********************************************************************
 BV1077  DESIGNATION -  ILVA RM 3
 BV1077  PID         -  BV1077
 BV1077  STATE/COUNTY-  MS/PERRY
 BV1077  USGS QUAD   -  MC LAIN (1982)
 BV1077
 BV1077                         *CURRENT SURVEY CONTROL
 BV1077  ___________________________________________________________________
 BV1077* NAD 83(1986)-  31 07 24.     (N)    088 50 40.     (W)     SCALED    
 BV1077* NAVD 88     -        26.033  (meters)      85.41   (feet)  ADJUSTED  
 BV1077  ___________________________________________________________________
 BV1077  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV1077  DYNAMIC HT  -          26.000 (meters)      85.30  (feet)  COMP
 BV1077  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 BV1077
 BV1077  VERT ORDER  -  SECOND    CLASS II
 BV1077
 BV1077.The horizontal coordinates were scaled from a topographic map and have
 BV1077.an estimated accuracy of +/- 6 seconds.
 BV1077
 BV1077.The orthometric height was determined by differential leveling
 BV1077.and adjusted in May 1996.
 BV1077
 BV1077.The geoid height was determined by GEOID03.
 BV1077
 BV1077.The dynamic height is computed by dividing the NAVD 88
 BV1077.geopotential number by the normal gravity value computed on the
 BV1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1077.degrees latitude (g = 980.6199 gals.).
 BV1077
 BV1077.The modeled gravity was interpolated from observed gravity values.
 BV1077
 BV1077;                    North         East    Units  Estimated Accuracy
 BV1077;SPC MS E     -   179,950.      298,940.      MT  (+/- 180 meters Scaled)
 BV1077
 BV1077                          SUPERSEDED SURVEY CONTROL
 BV1077
 BV1077  NGVD 29 (??/??/92)   26.053  (m)           85.48   (f) ADJ UNCH    2 2
 BV1077
 BV1077.Superseded values are not recommended for survey control.
 BV1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1077.See file dsdata.txt to determine how the superseded data were derived.
 BV1077
 BV1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV241447(NAD 83)
 BV1077_MARKER: DR = REFERENCE MARK DISK
 BV1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1077_STAMPING: ILVA NO 3 1921 1934
 BV1077_MARK LOGO: CGS   
 BV1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1077+STABILITY: SURFACE MOTION
 BV1077
 BV1077  HISTORY     - Date     Condition        Report By
 BV1077  HISTORY     - 1976     MONUMENTED       MSHD
 BV1077  HISTORY     - 20080201 MARK NOT FOUND   MSDOT
 BV1077
 BV1077                          STATION DESCRIPTION
 BV1077
 BV1077'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BV1077'LOCATED 1.3 MILES (2.1 KM) NORTHWEST OF MCLAIN IN BETWEEN US HIGHWAY
 BV1077'98 AND GM AND O RAILROAD TRACK AT THE FIRST CURVE NORTH OF MCLAIN,
 BV1077'5.7 MILES (9.2 KM) SOUTHEAST OF BEAUMONT, 0.2 MILE (0.3 KM) NORTHWEST
 BV1077'OF THE GREENE-PERRY COUNTY LINE IN THE NORTHEAST 1/4 OF SEC 24, T 2N,
 BV1077'R 9W.  IT IS 64.45 FEET (19.64 M) SOUTHEAST OF THE STATION, 58.5 FEET
 BV1077'(17.8 M) WEST-NORTHWEST OF A POWER POLE, 48 FEET (14.6 M) SOUTHWEST
 BV1077'OF THE CENTER OF US HIGHWAY 98, 65 FEET (19.8 M) EAST OF POLE NO 884,
 BV1077'48 FEET (14.6 M) NORTHWEST OF A RIGHT OF WAY MARKER, 31.5 FEET
 BV1077'(9.6 M) NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT (0.3 M) NORTHWEST OF
 BV1077'A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 BV1077'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE US
 BV1077'POST OFFICE IN MCLAIN GO NORTHWEST ON US HIGHWAY 98 FOR 1.3 MILES
 BV1077'(2.1 KM) TO THE MARK ON THE LEFT.
 BV1077
 BV1077                          STATION RECOVERY (2008)
 BV1077
 BV1077'RECOVERY NOTE BY MS DEPT TRANS 2008 (KLH)
 BV1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0264 ***********************************************************************
 BV0264  DESIGNATION -  ILVA=T 15 RESET
 BV0264  PID         -  BV0264
 BV0264  STATE/COUNTY-  MS/PERRY
 BV0264  USGS QUAD   -  MC LAIN (1982)
 BV0264
 BV0264                         *CURRENT SURVEY CONTROL
 BV0264  ___________________________________________________________________
 BV0264* NAD 83(1993)-  31 07 21.35966(N)    088 50 38.51120(W)     ADJUSTED  
 BV0264* NAVD 88     -        26.320  (meters)      86.35   (feet)  ADJUSTED  
 BV0264  ___________________________________________________________________
 BV0264  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BV0264  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV0264  DYNAMIC HT  -          26.288 (meters)      86.25  (feet)  COMP
 BV0264  MODELED GRAV-     979,394.7   (mgal)                       NAVD 88
 BV0264
 BV0264  HORZ ORDER  -  SECOND
 BV0264  VERT ORDER  -  SECOND    CLASS 0
 BV0264
 BV0264.The horizontal coordinates were established by classical geodetic methods
 BV0264.and adjusted by the National Geodetic Survey in May 1994.
 BV0264
 BV0264.The orthometric height was determined by differential leveling
 BV0264.and adjusted in May 1996.
 BV0264
 BV0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0264
 BV0264.The geoid height was determined by GEOID03.
 BV0264
 BV0264.The dynamic height is computed by dividing the NAVD 88
 BV0264.geopotential number by the normal gravity value computed on the
 BV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0264.degrees latitude (g = 980.6199 gals.).
 BV0264
 BV0264.The modeled gravity was interpolated from observed gravity values.
 BV0264
 BV0264;                    North         East     Units Scale Factor Converg.
 BV0264;SPC MS E     -   179,868.818   298,979.698   MT  0.99995001   -0 00 19.9
 BV0264;SPC MS E     -   590,119.61    980,902.56   sFT  0.99995001   -0 00 19.9
 BV0264;UTM  16      - 3,444,652.017   324,169.018   MT  0.99998136   -0 57 12.1
 BV0264
 BV0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0264!SPC MS E     -   1.00000021  x   0.99995001  =   0.99995022
 BV0264!UTM  16      -   1.00000021  x   0.99998136  =   0.99998157
 BV0264
 BV0264|---------------------------------------------------------------------|
 BV0264| PID    Reference Object                     Distance      Geod. Az  |
 BV0264|                                                           dddmmss.s |
 BV0264| BV1077 ILVA RM 3                            19.647 METERS 12834     |
 BV0264| BV1076 ILVA RM 1                            23.778 METERS 22406     |
 BV0264| BV1499 SAMBO                               APPROX. 5.7 KM 3004829.5 |
 BV0264| CG2076 ILVA RM 2                            10.450 METERS 34133     |
 BV0264|---------------------------------------------------------------------|
 BV0264
 BV0264                          SUPERSEDED SURVEY CONTROL
 BV0264
 BV0264  NAD 83(1993)-  31 07 21.37142(N)    088 50 38.50567(W) AD(       ) 2
 BV0264  NAD 83(1986)-  31 07 21.37551(N)    088 50 38.51024(W) AD(       ) 2
 BV0264  NAD 27      -  31 07 20.71900(N)    088 50 38.36600(W) AD(       ) 2
 BV0264  NGVD 29 (07/19/86)   26.34   (m)           86.4    (f) LEVELING    3  
 BV0264
 BV0264.Superseded values are not recommended for survey control.
 BV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0264.See file dsdata.txt to determine how the superseded data were derived.
 BV0264
 BV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV2416944652(NAD 83)
 BV0264_MARKER: DB = BENCH MARK DISK
 BV0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0264_STAMPING: T-15 1934 ILVA 1921
 BV0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0264+STABILITY: SURFACE MOTION
 BV0264
 BV0264  HISTORY     - Date     Condition        Report By
 BV0264  HISTORY     - 1943     MONUMENTED       CGS
 BV0264  HISTORY     - 1943     GOOD             CGS
 BV0264  HISTORY     - 1964     GOOD             LOCSUR
 BV0264  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BV0264  HISTORY     - 1976     GOOD             MSHD
 BV0264  HISTORY     - 20080201 POOR             MSDOT
 BV0264
 BV0264                          STATION DESCRIPTION
 BV0264
 BV0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV0264'SURFACE AND SUB-SURFACE MARK WERE RECOVERED, BOTH WERE LOWERED BY
 BV0264'THIS PARTY HOLDING THE POSITION OF THE UNDERGROUND MARK. A POWER
 BV0264'LINE HAS BEEN BUILT OVER STATION AND REFERENCE MARK NO. 1 WAS USED
 BV0264'AS AN ECCENTRIC STATION. A NEW HIGHWAY HAS BEEN CONSTRUCTED SINCE
 BV0264'THE STATION WAS OCCUPIED IN 1921 AND A COMPLETE NEW DESCRIPTION
 BV0264'FOLLOWS--
 BV0264'
 BV0264'STATION IS 39.0 FEET W OF THE CENTER OF STATE ROUTE 24, 3.0 FEET S
 BV0264'OF A STANDARD REFERENCE POST AND 22.2 FEET E OF THE E RAIL OF THE
 BV0264'RAILROAD. THE DISK IS STAMPED ILVA T-15 1921-1934.
 BV0264'
 BV0264'REFERENCE MARK NO. 1 IS 78.01 FEET W OF THE STATION, 39 FEET W OF
 BV0264'THE W RAIL OF THE RAILROAD. THE DISK IS STAMPED ILVA NO. 1.
 BV0264'
 BV0264'REFERENCE MARK NO. 2 IS 34.35 FEET NE OF THE STATION, 21 FEET W OF
 BV0264'THE CENTER OF STATE ROUTE 24, AND 40.2 FEET E OF THE E RAIL OF THE
 BV0264'RAILROAD. THE DISK IS STAMPED ILVA NO. 2.
 BV0264'
 BV0264'STATION SAMBO WAS USED AS AN AZIMUTH AND IS NW OF THE STATION.
 BV0264'
 BV0264'TO REACH THE STATION FROM THE POST OFFICE IN MCLAIN, GO NW ON STATE
 BV0264'ROUTE 24 FOR 1.4 MILES TO SIGN DE SOTO NATIONAL FOREST ON THE RIGHT
 BV0264'AND STATION ON THE LEFT.
 BV0264
 BV0264                          STATION RECOVERY (1943)
 BV0264
 BV0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BV0264'2.0 MI NW FROM MCLAIN.
 BV0264'ALONG THE GULF MOBILE AND NORTHERN RAILROAD.  12 1/2 POLES WEST OF
 BV0264'MILEPOST NO. 63.  SET IN POST 30 FEET NORTH OF THE CENTER LINE OF THE
 BV0264'TRACKS.
 BV0264
 BV0264                          STATION RECOVERY (1964)
 BV0264
 BV0264'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (SAM)
 BV0264'RECOVERED BY THE MASONITE CORP.
 BV0264'
 BV0264'STATION MARK APPEARS IN ORIGINAL POSITION ALTHOUGH THE GROUND HAS
 BV0264'ERODED. REFERENCE MARKS COULD NOT BE FOUND.
 BV0264
 BV0264                          STATION RECOVERY (1965)
 BV0264
 BV0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BV0264'THE STATION WAS VISITED 4-9-65 AND STATION MARK AND REFERENCE MARK
 BV0264'NO. 1 WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS
 BV0264'DESTROYED PRIOR TO THIS DATE. THE STATION WAS PROJECTING ABOUT
 BV0264'12-INCHES. SOD AND DIRT WAS PILED AROUND THE MARK TO STOP ERODING.
 BV0264'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE, WHICH ALSO
 BV0264'SERVES AS THE RM TO REFERENCE MARK NO. 1 WHICH WAS USED AS THE
 BV0264'STATION IN 1934. A NEW DESCRIPTION FOLLOWS--
 BV0264'
 BV0264'THE STATION IS LOCATED 1.5 MILES NORTH ALONG STATE HIGHWAY 98 AND
 BV0264'THE GM AND O RAILROAD TRACKS FROM MCCLAIN, AT THE FIRST CURVE NORTH
 BV0264'OF MCCLAIN ON THE EXTENSION OF THE TANGENT OF THE EAST RAIL TO THE
 BV0264'SOUTH AND THE WEST RAIL TO THE NORTH AND IN LINE WITH A ROW OF
 BV0264'POWER POLES NORTH ALONG THE HIGHWAY, 29.5 FEET E OF THE EAST RAIL
 BV0264'OF TRACKS, 46 FEET W OF THE CENTERLINE OF STATE HIGHWAY 98,
 BV0264'123 FEET N OF POWER POLE WHERE LINE BRANCHES OFF TO NORTHWEST, 95
 BV0264'FEET NE OF TELEGRAPH POLE NO. 884 ON WEST SIDE OF TRACKS, 1 FOOT
 BV0264'W OF METAL WITNESS POST. IT IS STANDARD DISK STAMPED ILVA T 15
 BV0264'1921 1934, PROJECTING 10-INCHES.
 BV0264'
 BV0264'REFERENCE MARK NO. 1 IS 77.98 FEET W OF STATION, 43 FEET W OF WEST
 BV0264'RAIL OF TRACKS, 79 FEET N OF TELEGRAPH POLE NO. 884, 86 FEET SSW OF
 BV0264'TELEGRAPH POLE NO. 883, 34 FEET NE OF POWER POLE, 1 FOOT S OF A
 BV0264'METAL WITNESS POST. IT IS A STANDARD DISK STAMPED ILVA NO. 1, FLUSH
 BV0264'WITH THE GROUND.
 BV0264'
 BV0264'REFERENCE MARK NO. 3 IS 64.45 FEET S OF STATION, 47 FEET W OF THE
 BV0264'CENTERLINE OF STATE HIGHWAY 98, 31 FEET E OF EAST RAIL OF TRACKS,
 BV0264'58 FEET N OF POWER POLE WHERE LINE BRANCHES OFF TO NORTHWEST, 48
 BV0264'FEET N OF CONCRETE RIGHT-OF-WAY POST, 65 FEET E OF TELEGRAPH POLE
 BV0264'NO. 884, 1 FOOT NW OF METAL WITNESS POST. IT IS A STANDARD DISK
 BV0264'STAMPED ILVA NO. 3, 1921 1934, PROJECTS 6-INCHES.
 BV0264'
 BV0264'TO REACH THE STATION FROM THE POST OFFICE IN MCCLAIN, GO NORTH ON
 BV0264'STATE HIGHWAY 98 FOR 1.4 MILES TO THE MARK ON THE LEFT.
 BV0264
 BV0264                          STATION RECOVERY (1976)
 BV0264
 BV0264'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 (TDF)
 BV0264'THE STATION WAS VISITED 8-10-76 AND THE STATION MARK, RM NO 1, AND
 BV0264'RM NO 3 WERE FOUND IN GOOD CONDITION.
 BV0264'
 BV0264'THE STATION IS LOCATED 1.3 MILES NORTHWEST OF MC LAIN AT THE
 BV0264'FIRST CURVE NORTH OF MC LAIN ON THE EXTENSION OF THE BLACK TANGENT
 BV0264'OF THE EAST RIGHT RAIL OF THE GM AND O RAILROAD TRACK AND THE
 BV0264'FORWARD TANGENT OF THE WEST LEFT RAIL, 0.2 MILE NORTHWEST OF THE
 BV0264'GREENE-PERRY COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION 24, T
 BV0264'2N, R 9W.  IT IS 123 FEET NORTH-NORTHWEST OF A POWER POLE WHERE
 BV0264'THE LINE BRANCHES OFF TO THE NORTHWEST, 95 FEET NORTHEAST OF
 BV0264'POLE NO. 884, 45.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 BV0264'98, 29 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT
 BV0264'SOUTH-SOUTHWEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 BV0264'HIGHWAY AND PROJECTS 12 INCHES.
 BV0264'
 BV0264'IT IS A TRIANGULATION DISK, STAMPED ILVA T 15 1921 1934.
 BV0264'
 BV0264'REFERENCE MARK NO 1 IS 77.98 FEET WEST OF THE STATION.  IT IS 123
 BV0264'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 98, 86.5 FEET
 BV0264'SOUTH-SOUTHWEST OF POLE NO. 883, 79.5 FEET WEST-NORTHWEST OF POLE
 BV0264'NO. 884, 43.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 34 FEET
 BV0264'NORTH-NORTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 BV0264'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH
 BV0264'WITH THE GROUND.
 BV0264'
 BV0264'IT IS A REFERENCE MARK DISK, STAMPED ILVA NO 1 1921.
 BV0264'
 BV0264'REFERENCE MARK NO 3 IS 64.45 FEET SOUTHEAST OF THE STATION.  IT IS
 BV0264'58.5 FEET WEST-NORTHWEST OF A POWER POLE, 48 FEET SOUTHWEST OF THE
 BV0264'CENTER OF HIGHWAY 98, 65 FEET EAST OF POLE NO. 884, 48 FEET
 BV0264'NORTHWEST OF A RIGHT OF WAY MARKER, 31.5 FEET NORTHEAST OF THE
 BV0264'NORTHEAST RAIL, 1 FOOT NORTHWEST OF A METAL WITNESS POST ABOUT
 BV0264'LEVEL WITH THE HIGHWAY AND PROJECTS 2 INCHES.  IT IS A REFERENCE
 BV0264'MARK DISK, STAMPED ILVA NO 3 1921 1934.
 BV0264'
 BV0264'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MC LAIN GO
 BV0264'NORTHWEST ON U.S. HIGHWAY 98 FOR 1.3 MILES TO THE MARK ON THE LEFT.
 BV0264'
 BV0264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV0264'1.3 MILES NORTHWEST OF MC LAIN.
 BV0264
 BV0264                          STATION RECOVERY (2008)
 BV0264
 BV0264'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0264'MARK WAS FOUND DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1670 ***********************************************************************
 BV1670  DESIGNATION -  IMPROVE
 BV1670  PID         -  BV1670
 BV1670  STATE/COUNTY-  MS/MARION
 BV1670  USGS QUAD   -  IMPROVE (1974)
 BV1670
 BV1670                         *CURRENT SURVEY CONTROL
 BV1670  ___________________________________________________________________
 BV1670* NAD 83(1993)-  31 20 57.19685(N)    089 39 40.65238(W)     ADJUSTED  
 BV1670* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BV1670  ___________________________________________________________________
 BV1670  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BV1670  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BV1670  HORZ ORDER  -  SECOND
 BV1670
 BV1670.The horizontal coordinates were established by classical geodetic methods
 BV1670.and adjusted by the National Geodetic Survey in May 1994.
 BV1670
 BV1670.The orthometric height was scaled from a topographic map.
 BV1670
 BV1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1670
 BV1670.The geoid height was determined by GEOID03.
 BV1670
 BV1670;                    North         East     Units Scale Factor Converg.
 BV1670;SPC MS W     -   205,188.940   763,945.172   MT  1.00000042   +0 20 58.7
 BV1670;SPC MS W     -   673,190.71  2,506,376.79   sFT  1.00000042   +0 20 58.7
 BV1670;SPC MS E     -   205,289.982   221,218.689   MT  1.00002652   -0 25 50.8
 BV1670;SPC MS E     -   673,522.22    725,781.65   sFT  1.00002652   -0 25 50.8
 BV1670;UTM  16      - 3,471,365.813   246,825.420   MT  1.00039067   -1 23 07.0
 BV1670
 BV1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1670!SPC MS W     -   0.99998439  x   1.00000042  =   0.99998481
 BV1670!SPC MS E     -   0.99998439  x   1.00002652  =   1.00001091
 BV1670!UTM  16      -   0.99998439  x   1.00039067  =   1.00037506
 BV1670
 BV1670|---------------------------------------------------------------------|
 BV1670| PID    Reference Object                     Distance      Geod. Az  |
 BV1670|                                                           dddmmss.s |
 BV1670| BV1669 IMPROVE 2                             8.060 METERS 07809     |
 BV1670| CG2078 IMPROVE RM 1                        102.700 METERS 16413     |
 BV1670| CG2081 IMPROVE 2 RM 3                                     25306     |
 BV1670| CG2079 IMPROVE RM 2                         26.377 METERS 31411     |
 BV1670| CG2077 IMPROVE AZ MK                                      3253730.2 |
 BV1670| CG2080 IMPROVE 2 AZ MK                                    3301314.4 |
 BV1670|---------------------------------------------------------------------|
 BV1670
 BV1670                          SUPERSEDED SURVEY CONTROL
 BV1670
 BV1670  NAD 83(1986)-  31 20 57.21125(N)    089 39 40.65105(W) AD(       ) 2
 BV1670  NAD 27      -  31 20 56.58600(N)    089 39 40.39000(W) AD(       ) 2
 BV1670
 BV1670.Superseded values are not recommended for survey control.
 BV1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1670.See file dsdata.txt to determine how the superseded data were derived.
 BV1670
 BV1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4682571366(NAD 83)
 BV1670_MARKER: DS = TRIANGULATION STATION DISK
 BV1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1670+STABILITY: SURFACE MOTION
 BV1670
 BV1670  HISTORY     - Date     Condition        Report By
 BV1670  HISTORY     - 1943     MONUMENTED       CGS
 BV1670  HISTORY     - 1955     GOOD             CGS
 BV1670  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BV1670
 BV1670                          STATION DESCRIPTION
 BV1670
 BV1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1670'THE STATION IS LOCATED ABOUT 10 MILES SW OF SUMRALL ON LAND OWNED BY
 BV1670'R.C. JOHNSON, 84.6 FEET SW OF THE SW CORNER OF THE JOHNSON
 BV1670'FARMHOUSE, 25 FEET N OF THE CENTER LINE OF A GRAVELED ROAD. THE DISK
 BV1670'IS STAMPED IMPROVE 1943.
 BV1670'
 BV1670'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1670'SET IN CONCRETE.
 BV1670'
 BV1670'REFERENCE MARK NO. 1 IS 102.77 FEET SSE OF THE STATION, 110.4 FEET
 BV1670'S OF THE SE CORNER OF THE JOHNSON FARMHOUSE, 17 FEET S OF THE CENTER
 BV1670'LINE OF A GRAVELED ROAD, ON THE NORTHERN EDGE OF A CULTIVATED
 BV1670'FIELD.  THE DISK IS STAMPED IMPROVE NO. 1 1943.
 BV1670'
 BV1670'REFERENCE MARK NO. 2 IS 86.54 FEET NW OF THE STATION, 19 FEET N OF
 BV1670'THE CENTER LINE OF A GRAVELED ROAD, ABOUT 4 FEET LOWER IN ELEVATION
 BV1670'THAN THE STATION MARK. THE DISK IS STAMPED IMPROVE NO. 2 1943.
 BV1670'
 BV1670'THE AZIMUTH MARK IS 0.4 MILE NNW OF THE STATION, ABOUT 50 YARDS SE
 BV1670'OF A SMALL CABIN, 14 FEET E OF THE CENTER LINE OF A GRAVELED ROAD,
 BV1670'1 FOOT N OF AN E-W FENCE LINE. THE DISK IS STAMPED IMPROVE 1943.
 BV1670'
 BV1670'TO REACH THE STATION FROM THE SUMRALL RAILROAD STATION, GO SW ON
 BV1670'MISSISSIPPI STATE HIGHWAY 42 FOR 2.2 MILES TO A FORKS, THENCE LEFT
 BV1670'FORK AND GO 1.3 MILES TO A FORKS, THENCE RIGHT FORK AND GO 3.1
 BV1670'MILES TO A FORKS, THENCE LEFT FORK AND GO 3.6 MILES TO CROSSROADS,
 BV1670'HERE TURN LEFT AND GO 0.05 MILE TO THE AZIMUTH ON THE RIGHT,
 BV1670'CONTINUE ON MAIN-TRAVELED ROAD FOR 0.4 MILE TO THE R.C. JOHNSON
 BV1670'FARMHOUSE ON THE LEFT AND STATION.
 BV1670'
 BV1670'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1670
 BV1670                          STATION RECOVERY (1955)
 BV1670
 BV1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BV1670'THE STATION WAS VISITED ON JULY 15, 1955, AND ALL MARKS WERE FOUND
 BV1670'IN GOOD CONDITION. THE 1943 DESCRIPTION BY K.B.J. IS ADEQUATE.
 BV1670
 BV1670                          STATION RECOVERY (1969)
 BV1670
 BV1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1670'THE STATION WAS VISITED 3-28-69 AND RM NO. 1 AND THE STATION
 BV1670'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION. RM NO. 2, THE AZIMUTH
 BV1670'MARK AND THE STATION SURFACE MARK WAS FOUND DESTROYED. THE
 BV1670'UNDERGROUND DISK WAS FOUND IN THE SHOULDER OF THE HIGHWAY. A NEW
 BV1670'STATION IMPROVE 2 1969 WAS ESTABLISHED 26.44 FEET EAST-NORTHEAST
 BV1670'OF THE STATION. THE STATION MARK WAS LEFT INTACT AND THE FOLLOWING
 BV1670'MEASUREMENTS TAKEN TO THE MARK, 10 FEET NORTHEAST OF THE
 BV1670'CENTERLINE OF HIGHWAY, 95 FEET WEST-NORTHWEST OF UTILITY POLE WITH
 BV1670'YARD LIGHT, 74 FEET WEST-NORTHWEST OF 2 FOOT OAK TREE, 86.5 FEET
 BV1670'WEST-NORTHWEST OF SOUTHWEST CORNER OF CHIMNEY OF THE JONES HOUSE,
 BV1670'50 FEET NORTHEAST OF A 3 FOOT FORKED PINE. IT IS A TRIANGULATION
 BV1670'STATION DISK STAMPED IMPROVE 1943.
 BV1670'
 BV1670'REFERENCE MARK NO. 1 IS 102.70 FEET SOUTH OF THE STATION, 6 FEET
 BV1670'NORTH OF POWER POLE, 43 FEET SOUTHWEST OF THE CENTERLINE OF ROAD, 68
 BV1670'FEET SOUTHWEST OF UTILITY POLE WITH YARD LIGHT, 76 FEET SOUTHEAST
 BV1670'OF 3 FOOT FORKED PINE TREE, 36.5 FEET NORTH-NORTHEAST HIGH POWER
 BV1670'POLE NO. 221, 110 FEET SOUTHWEST OF SOUTHEAST CORNER OF THE JONES
 BV1670'HOUSE, 1 FOOT SOUTH OF METAL WITNESS POST. IT IS A REFERENCE MARK
 BV1670'DISK STAMPED IMPROVE NO 1 1943, PROJECTING 6 INCHES.
 BV1670'
 BV1670'REFERENCE MARK NO. 3 IS 57.10 FEET WEST OF THE STATION, 41 FEET
 BV1670'SOUTHWEST OF THE CENTERLINE OF ROAD, 39 FEET NORTHWEST OF 3 FOOT
 BV1670'FORKED PINE TREE, 17.5 FEET EAST OF TELEPHONE POLE NO. 8, 1 FOOT
 BV1670'SOUTHWEST OF METAL WITNESS POST. IT IS A REFERENCE MARK DISK
 BV1670'STAMPED IMPROVE 2 NO 3 1969. PROJECTS 3 INCHES.
 BV1670'
 BV1670'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 50 FEET
 BV1670'EAST-NORTHEAST OF A FENCE CORNER, 78 FEET EAST-NORTHEAST OF THE
 BV1670'CENTERLINE OF ROAD, 56 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF
 BV1670'RED BRICK HOUSE, 52 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF
 BV1670'RED BRICK HOUSE, 32.5 FEET WEST-SOUTHWEST OF UTILITY POLE WITH
 BV1670'TRANSFORMER, 27 FEET SOUTHEAST OF A CHERRY TREE, 1 FOOT
 BV1670'SOUTH- SOUTHEAST OF WHITE BOARD FENCE AND WITNESS POST. IT IS
 BV1670'AN AZIMUTH MARK DISK STAMPED IMPROVE 2 1969, PROJECTS 1 INCH.
 BV1670'
 BV1670'TO REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA, GO EAST ON
 BV1670'BROAD STREET FOR 1.35 MILES TO THE JUNCTION OF STATE HIGHWAY 44,
 BV1670'TURN LEFT, NORTHEAST, AND GO 12.55 MILES TO A CROSSROADS, TURN
 BV1670'RIGHT AND GO SOUTHEAST FOR 0.1 MILE TO AZIMUTH MARK ON LEFT,
 BV1670'CONTINUE FOR 0.3 MILE TO TOP OF HILL AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1669 ***********************************************************************
 BV1669  DESIGNATION -  IMPROVE 2
 BV1669  PID         -  BV1669
 BV1669  STATE/COUNTY-  MS/MARION
 BV1669  USGS QUAD   -  IMPROVE (1974)
 BV1669
 BV1669                         *CURRENT SURVEY CONTROL
 BV1669  ___________________________________________________________________
 BV1669* NAD 83(1993)-  31 20 57.25056(N)    089 39 40.35393(W)     NO CHECK  
 BV1669* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BV1669  ___________________________________________________________________
 BV1669  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BV1669  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BV1669  HORZ ORDER  -  THIRD
 BV1669
 BV1669.The horizontal coordinates were established by classical geodetic methods
 BV1669.and adjusted by the National Geodetic Survey in May 1994.
 BV1669.No horizontal observational check was made to the station.
 BV1669
 BV1669.The orthometric height was scaled from a topographic map.
 BV1669
 BV1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1669
 BV1669.The geoid height was determined by GEOID03.
 BV1669
 BV1669;                    North         East     Units Scale Factor Converg.
 BV1669;SPC MS W     -   205,190.643   763,953.051   MT  1.00000043   +0 20 58.9
 BV1669;SPC MS W     -   673,196.30  2,506,402.63   sFT  1.00000043   +0 20 58.9
 BV1669;SPC MS E     -   205,291.577   221,226.590   MT  1.00002651   -0 25 50.6
 BV1669;SPC MS E     -   673,527.45    725,807.57   sFT  1.00002651   -0 25 50.6
 BV1669;UTM  16      - 3,471,367.276   246,833.350   MT  1.00039062   -1 23 06.9
 BV1669
 BV1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1669!SPC MS W     -   0.99998439  x   1.00000043  =   0.99998482
 BV1669!SPC MS E     -   0.99998439  x   1.00002651  =   1.00001090
 BV1669!UTM  16      -   0.99998439  x   1.00039062  =   1.00037501
 BV1669
 BV1669|---------------------------------------------------------------------|
 BV1669| PID    Reference Object                     Distance      Geod. Az  |
 BV1669|                                                           dddmmss.s |
 BV1669| CG2078 IMPROVE RM 1                         31.782 METERS 17852     |
 BV1669| CG2081 IMPROVE 2 RM 3                       25.457 METERS 25441     |
 BV1669| BV1670 IMPROVE                               8.060 METERS 25809     |
 BV1669| CG2080 IMPROVE 2 AZ MK                                    3290036.9 |
 BV1669|---------------------------------------------------------------------|
 BV1669
 BV1669                          SUPERSEDED SURVEY CONTROL
 BV1669
 BV1669  NAD 83(1986)-  31 20 57.26495(N)    089 39 40.35261(W) AD(       ) 3
 BV1669  NAD 27      -  31 20 56.63975(N)    089 39 40.09149(W) AD(       ) 3
 BV1669
 BV1669.Superseded values are not recommended for survey control.
 BV1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1669.See file dsdata.txt to determine how the superseded data were derived.
 BV1669
 BV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4683371367(NAD 83)
 BV1669_MARKER: DS = TRIANGULATION STATION DISK
 BV1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1669+STABILITY: SURFACE MOTION
 BV1669
 BV1669  HISTORY     - Date     Condition        Report By
 BV1669  HISTORY     - 1969     MONUMENTED       CGS
 BV1669  HISTORY     - 1974     POOR             USGS
 BV1669  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BV1669
 BV1669                          STATION DESCRIPTION
 BV1669
 BV1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1669'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF SUMRALL AND
 BV1669'ABOUT 15.25 MILES NORTHEAST OF COLUMBIA ON PROPERTY OWNED BY MR.
 BV1669'WILL JONES. IT IS 50.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BV1669'CHIMNEY OF THE JONES HOUSE, 31 FEET NORTHEAST OF THE
 BV1669'CENTERLINE OF THE ROAD, 79 FEET NORTHWEST OF A POWER POLE WITH A
 BV1669'YARD LIGHT, 32 FEET WEST OF A 2-FOOT OAK TREE, 69 FEET NORTHEAST
 BV1669'OF A FORKED PINE TREE AND 60.5 FEET NORTHWEST OF AN 18-INCH OAK
 BV1669'TREE. IT IS A TRIANGULATION STATION DISK, STAMPED IMPROVE 2
 BV1669'1969 FLUSH WITH THE GROUND.
 BV1669'
 BV1669'REFERENCE MARK NO. 1 IS 104.28 FEET SOUTH OF THE STATION, 6 FEET
 BV1669'NORTH OF A POWER POLE, 43 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BV1669'ROAD, 68 FEET SOUTHWEST OF A UTILITY POLE WITH A YARD LIGHT, 76
 BV1669'FEET SOUTHEAST OF A 3-FOOT FORKED PINE TREE, 36 FEET
 BV1669'NORTH-NORTHEAST OF A HIGH POWER POLE NO. 221, 110 FEET SOUTHWEST
 BV1669'OF THE SOUTHEAST CORNER OF THE JONES HOUSE AND 1 FOOT SOUTH
 BV1669'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BV1669'IMPROVE NO 1 1943, PROJECTING 6 INCHES.
 BV1669'
 BV1669'REFERENCE MARK NO. 3 IS 83.48 FEET WEST OF THE STATION, 41 FEET
 BV1669'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 39 FEET NORTHWEST OF A
 BV1669'3-FOOT FORKED PINE TREE, 17.5 FEET EAST OF TELEPHONE POLE NO. 8 AND 1
 BV1669'FOOT SOUTHWEST OF A METAL WITNESS POST. IT IS A REFERENCE MARK
 BV1669'DISK, STAMPED IMPROVE 2 NO 3 1969, PROJECTING 3 INCHES.
 BV1669'
 BV1669'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 50 FEET
 BV1669'EAST-NORTHEAST OF A FENCE CORNER, 78 FEET EAST-NORTHEAST OF THE CENTER
 BV1669'LINE OF THE ROAD, 56 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 BV1669'OF A RED BRICK HOUSE, 52 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 BV1669'CORNER OF THE SAME HOUSE, 32.5 WEST-SOUTHWEST OF UTILITY POLE
 BV1669'WITH A TRANSFORMER, 27 FEET SOUTHEAST OF A CHERRY TREE, AND
 BV1669'1 FOOT SSE OF A BOARD FENCE AND WITNESS POST. IT IS AN AZIMUTH
 BV1669'MARK DISK STAMPED IMPROVE 2, 1969, PROJECTING 1 INCH.
 BV1669'
 BV1669'TO REACH THE STATION FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA,
 BV1669'GO EAST ON BROAD STREET FOR 1.35 MILES TO THE JUNCTION WITH ST.
 BV1669'HY 44,
 BV1669'TURN LEFT, NORTHEAST, AND GO 12.55 MILES TO A CROSSROADS, TURN
 BV1669'RIGHT AND GO SOUTHEAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 BV1669'LEFT, CONTINUE FOR 0.3 MILE TO THE TOP OF THE HILL AND THE
 BV1669'STATION ON THE LEFT.
 BV1669
 BV1669                          STATION RECOVERY (1974)
 BV1669
 BV1669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 BV1669'STATION WAS FOUND TILTED, ALL OTHER MARKS FOUND IN GOOD CONDITION.
 BV1669'DESCRIPTION IS ADEQUATE.
 BV1669
 BV1669                          STATION RECOVERY (1974)
 BV1669
 BV1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 BV1669'THE STATION WAS VISITED 10-17-74 AND REFERENCE MARKS NO 1, NO 3, AND
 BV1669'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. THE STATION
 BV1669'SURFACE MARK WAS FOUND LEANING ABOUT 30 DEGREES. THE OLD MONUMENT
 BV1669'WAS REMOVED AND A NEW SURFACE MARK WAS ESTABLISHED OVER THE
 BV1669'UNDERGROUND MARK AT THIS DATE. A NEW DESCRIPTION FOLLOWS--
 BV1669'
 BV1669'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF SUMRALL AND
 BV1669'ABOUT 15.25 MILES NORTHEAST OF COLUMBIA ON PROPERTY OWNED BY MR.
 BV1669'WILL JONES.
 BV1669'
 BV1669'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 42
 BV1669'AND 44 NORTH OF HATTIESBURG, GO WEST ON STATE HIGHWAYS 42 AND 44 FOR
 BV1669'8 MILES TO THE JUNCTION OF STATE HIGHWAY 589 IN THE NORTH EDGE OF
 BV1669'SUMRALL. CONTINUE STRAIGHT AHEAD WESTERLY ON STATE HIGHWAY 42 AND
 BV1669'44 FOR 2.05 MILES TO THE JUNCTION OF HIGHWAYS 42 AND 44. TURN LEFT
 BV1669'AND GO SOUTHWEST ON STATE HIGHWAY 44 FOR 5.8 MILES TO THE MARION
 BV1669'COUNTY LINE. CONTINUE SOUTHWEST ON HIGHWAY 44 FOR 0.8 MILE TO A
 BV1669'PAVED CROSSROAD AT THE TOP OF A HILL. TURN LEFT AND GO
 BV1669'SOUTHEAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 BV1669'AHEAD ON A PAVED ROAD FOR 0.3 MILE TO THE TOP OF THE GRADE AND THE
 BV1669'STATION ON THE LEFT AT A HOUSE ON THE LEFT.
 BV1669'
 BV1669'THE STATION IS 50.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BV1669'CHIMNEY OF THE JONES HOUSE, 31 FEET NORTHEAST OF THE CENTERLINE OF
 BV1669'THE ROAD, 79 FEET NORTHWEST OF A POWER POLE WITH A YARD LIGHT, 60.5
 BV1669'FEET NORTHWEST OF AN 18 INCH OAK TREE, 24 FEET EAST OF A 12 INCH
 BV1669'PINE TREE NORTHWEST ONE OF FOUR, 1.0 FEET NORTHWEST OF A METAL
 BV1669'WITNESS POST AND SIGN. IT IS A TRIANGULATION STATION DISK,
 BV1669'STAMPED IMPROVE 2 1969 1974 FLUSH WITH THE GROUND.
 BV1669'
 BV1669'REFERENCE MARK NO 1 IS 104.27 FEET SOUTH OF THE STATION, 6 FEET
 BV1669'NORTH OF A POWER POLE, 43 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BV1669'ROAD, 68 FEET SOUTHWEST OF A UTILITY POLE WITH A YARD LIGHT, 36
 BV1669'FEET NORTH-NORTHEAST OF A HIGH POWER POLE NO. 221, 110 FEET
 BV1669'SOUTHWEST OF THE SOUTHEAST CORNER OF THE JONES HOUSE AND 1 FOOT
 BV1669'SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A REFERENCE MARK
 BV1669'DISK, STAMPED IMPROVE NO 1 1943 PROJECTING 6 INCHES.
 BV1669'
 BV1669'REFERENCE MARK NO 3 IS 83.50 FEET WEST OF THE STATION, 41 FEET
 BV1669'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55.5 FEET NORTH-NORTHWEST
 BV1669'OF TELEPHONE POLE N0. 8 AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 BV1669'POST AND SIGN. IT IS A REFERENCE MARK DISK, STAMPED IMPROVE 2 NO 3
 BV1669'1969 PROJECTING 3 INCHES.
 BV1669'
 BV1669'THE DISTANCE BETWEEN RM 1 AND RM 3 IS 116.505 FEET.
 BV1669'
 BV1669'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 50 FEET
 BV1669'EAST-NORTHEAST OF A FENCE CORNER, 78 FEET EAST-NORTHEAST OF THE
 BV1669'CENTERLINE OF THE ROAD, 56 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 BV1669'CORNER OF A RED BRICK HOUSE, 52 FEET SOUTH-SOUTHWEST OF THE
 BV1669'SOUTHEAST CORNER OF THE SAME HOUSE, 32.5 FEET WEST-SOUTHWEST OF
 BV1669'UTILITY POLE WITH A TRANSFORMER AND 1 FOOT SOUTH-SOUTHEAST OF
 BV1669'A BOARD FENCE AND WITNESS POST. IT IS AN AZIMUTH MARK DISK,
 BV1669'STAMPED IMPROVE 2 1969, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1671 ***********************************************************************
 BV1671  DESIGNATION -  IMPROVE STATE FOREST SERV LOT
 BV1671  PID         -  BV1671
 BV1671  STATE/COUNTY-  MS/MARION
 BV1671  USGS QUAD   -  IMPROVE (1974)
 BV1671
 BV1671                         *CURRENT SURVEY CONTROL
 BV1671  ___________________________________________________________________
 BV1671* NAD 83(1993)-  31 21 55.21544(N)    089 43 33.24219(W)     ADJUSTED  
 BV1671* NAVD 88     -              **(meters)            **(feet)            
 BV1671  ___________________________________________________________________
 BV1671  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BV1671  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BV1671  HORZ ORDER  -  THIRD
 BV1671
 BV1671.The horizontal coordinates were established by classical geodetic methods
 BV1671.and adjusted by the National Geodetic Survey in May 1994.
 BV1671
 BV1671
 BV1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1671
 BV1671.The geoid height was determined by GEOID03.
 BV1671
 BV1671;                    North         East     Units Scale Factor Converg.
 BV1671;SPC MS W     -   206,940.087   757,787.679   MT  0.99999117   +0 18 58.2
 BV1671;SPC MS W     -   678,935.94  2,486,175.08   sFT  0.99999117   +0 18 58.2
 BV1671;UTM  16      - 3,473,303.425   240,721.254   MT  1.00042926   -1 25 10.6
 BV1671
 BV1671                          SUPERSEDED SURVEY CONTROL
 BV1671
 BV1671  NAD 83(1986)-  31 21 55.22952(N)    089 43 33.24043(W) AD(       ) 4
 BV1671  NAD 27      -  31 21 54.60724(N)    089 43 32.96464(W) AD(       ) 3
 BV1671
 BV1671.Superseded values are not recommended for survey control.
 BV1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1671.See file dsdata.txt to determine how the superseded data were derived.
 BV1671
 BV1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV4072173303(NAD 83)
 BV1671_MARKER: 57 = LOOKOUT TOWER
 BV1671
 BV1671  HISTORY     - Date     Condition        Report By
 BV1671  HISTORY     - 1965     FIRST OBSERVED   CGS
 BV1671  HISTORY     - 1969     GOOD             MSHD
 BV1671
 BV1671                          STATION DESCRIPTION
 BV1671
 BV1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ)
 BV1671'STATION IS ABOUT 10 MILES NORTHEAST OF COLUMBIA AND 2 MILES
 BV1671'NORTHWEST OF IMPROVE.
 BV1671'
 BV1671'STRUCTURE IS A STEEL CAB SUPPORTED BY 4 STEEL LEGS AND IS 112
 BV1671'FEET IN HEIGHT. THERE IS ONE SMALL ANTENNA ON SIDE OF CAB.
 BV1671'
 BV1671'POINT INTERSECTED WAS THE APEX OF THE ROOF.
 BV1671
 BV1671                          STATION RECOVERY (1969)
 BV1671
 BV1671'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BV1671'THE STATION WAS VISITED 3-6-69 AND THE STATION WAS FOUND IN GOOD
 BV1671'CONDITION.
 BV1671'
 BV1671'THE STATION IS LOCATED 2.2 MILES NORTHWEST OF IMPROVE AND 10.1
 BV1671'MILES NORTHEAST OF COLUMBIA IN THE SOUTHEAST 1/4 OF SECTION 29, T
 BV1671'5N, R 17W, AND ON PROPERTY OWNED BY THE MISSISSIPPI FORESTRY
 BV1671'COMMISSION.  IT IS A GLASS ENCLOSED CABIN ATOP A FOUR LEGGED STEEL
 BV1671'STRUCTURE, 112 FEET IN HEIGHT WITH A SMALL ANTENNA ON THE SIDE. THE
 BV1671'APEX OF THE ROOF WAS THE POINT OBSERVED.
 BV1671'
 BV1671'TO REACH THE STATION FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA
 BV1671'GO EAST ON BROAD STREET (U.S. HIGHWAY 98 BUSINESS ROUTE) FOR 1.3
 BV1671'MILES TO THE JUNCTION OF MISSISSIPPI HIGHWAY 44. TURN LEFT (NORTH-
 BV1671'EAST) AND CONTINUE ON MISSISSIPPI HIGHWAY 44 FOR 4.5 MILES TO A
 BV1671'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH ON A BLACKTOP ROAD FOR
 BV1671'5.9 MILES TO A SIDE ROAD RIGHT JUST PAST A SIDE ROAD LEFT. TURN
 BV1671'RIGHT (NORTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.1 MILES
 BV1671'TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1837 ***********************************************************************
 EG1837  DESIGNATION -  INDEPENDENCE TRUNKLINE GAS MST
 EG1837  PID         -  EG1837
 EG1837  STATE/COUNTY-  MS/TATE
 EG1837  USGS QUAD   -  INDEPENDENCE (1982)
 EG1837
 EG1837                         *CURRENT SURVEY CONTROL
 EG1837  ___________________________________________________________________
 EG1837* NAD 83(1993)-  34 44 32.46321(N)    089 48 36.41337(W)     ADJUSTED  
 EG1837* NAVD 88     -              **(meters)            **(feet)            
 EG1837  ___________________________________________________________________
 EG1837  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EG1837  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG1837  HORZ ORDER  -  THIRD
 EG1837
 EG1837.The horizontal coordinates were established by classical geodetic methods
 EG1837.and adjusted by the National Geodetic Survey in May 1994.
 EG1837
 EG1837
 EG1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1837
 EG1837.The geoid height was determined by GEOID03.
 EG1837
 EG1837;                    North         East     Units Scale Factor Converg.
 EG1837;SPC MS W     -   581,416.096   747,910.732   MT  0.99997828   +0 17 53.5
 EG1837;SPC MS W     - 1,907,529.31  2,453,770.46   sFT  0.99997828   +0 17 53.5
 EG1837;SPC MS E     -   581,725.948   210,555.748   MT  1.00004857   -0 33 24.1
 EG1837;SPC MS E     - 1,908,545.88    690,798.32   sFT  1.00004857   -0 33 24.1
 EG1837;UTM  16      - 3,848,068.427   242,734.754   MT  1.00041583   -1 36 08.4
 EG1837
 EG1837                          SUPERSEDED SURVEY CONTROL
 EG1837
 EG1837  NAD 83(1986)-  34 44 32.47439(N)    089 48 36.41311(W) AD(       ) 4
 EG1837  NAD 27      -  34 44 32.11500(N)    089 48 36.10000(W) AD(       ) 3
 EG1837
 EG1837.Superseded values are not recommended for survey control.
 EG1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1837.See file dsdata.txt to determine how the superseded data were derived.
 EG1837
 EG1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4273548068(NAD 83)
 EG1837_MARKER: 44 = MICROWAVE MAST
 EG1837
 EG1837  HISTORY     - Date     Condition        Report By
 EG1837  HISTORY     - 1955     FIRST OBSERVED   CGS
 EG1837  HISTORY     - 1966     GOOD             MSHD
 EG1837
 EG1837                          STATION DESCRIPTION
 EG1837
 EG1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 EG1837'THE STATION IS THE FLASHING RED LIGHT ON THE 316 FOOT METAL MAST
 EG1837'LOCATED ABOUT 3
 EG1837'MILES NORTH OF INDEPENDENCE IN SECTION 14, T4S, R6W
 EG1837'AT THE TRUNKLINE GAS CO PLANT.
 EG1837
 EG1837                          STATION RECOVERY (1966)
 EG1837
 EG1837'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1837'THE STATION WAS VISITED 8-9-66 AND WAS FOUND IN GOOD CONDITION.
 EG1837'
 EG1837'TO REACH THE STATION FROM THE U S POST OFFICE IN COLDWATER GO WEST ON
 EG1837'CENTRAL FOR 0.1 MILE TO
 EG1837'THE INTERSECTION OF U S HIGHWAY 51, TURN RIGHT
 EG1837'(NORTH) AND CONTINUE ON HIGHWAY 51
 EG1837'FOR 0.9 MILE TO MISSISSIPPI
 EG1837'HIGHWAY 306 ON THE RIGHT, TURN RIGHT (EAST) AND
 EG1837'CONTINUE ON HIGHWAY
 EG1837'306 FOR 10.2 MILES TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 305
 EG1837'NEAR
 EG1837'INDEPENDENCE, TURN LEFT (NORTH) AND CONTINUE ON HIGHWAY 305 FOR
 EG1837'3.1 MILES TO THE
 EG1837'TRUNKLINE GAS COMPANY AND THE MICROWAVE MAST ON THE
 EG1837'RIGHT.  THE STATION IS THE FLASHING
 EG1837'LIGHT ON THE 316 FOOT MATAL MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1486 ***********************************************************************
 BV1486  DESIGNATION -  INDIAN
 BV1486  PID         -  BV1486
 BV1486  STATE/COUNTY-  MS/GREENE
 BV1486  USGS QUAD   -  JONATHAN (1973)
 BV1486
 BV1486                         *CURRENT SURVEY CONTROL
 BV1486  ___________________________________________________________________
 BV1486* NAD 83(1993)-  31 12 17.51060(N)    088 42 12.95481(W)     ADJUSTED  
 BV1486* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 BV1486  ___________________________________________________________________
 BV1486  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BV1486  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BV1486  HORZ ORDER  -  SECOND
 BV1486
 BV1486.The horizontal coordinates were established by classical geodetic methods
 BV1486.and adjusted by the National Geodetic Survey in May 1994.
 BV1486
 BV1486.The orthometric height was scaled from a topographic map.
 BV1486
 BV1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1486
 BV1486.The geoid height was determined by GEOID03.
 BV1486
 BV1486;                    North         East     Units Scale Factor Converg.
 BV1486;SPC MS E     -   188,996.378   312,363.043   MT  0.99995188   +0 04 02.0
 BV1486;SPC MS E     -   620,065.62  1,024,811.08   sFT  0.99995188   +0 04 02.0
 BV1486;UTM  16      - 3,453,556.698   337,701.722   MT  0.99992491   -0 52 58.2
 BV1486
 BV1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1486!SPC MS E     -   0.99999191  x   0.99995188  =   0.99994379
 BV1486!UTM  16      -   0.99999191  x   0.99992491  =   0.99991682
 BV1486
 BV1486:                Primary Azimuth Mark                     Grid Az
 BV1486:SPC MS E     -  INDIAN AZ MK                             099 01 37.7
 BV1486:UTM  16      -  INDIAN AZ MK                             099 58 37.9
 BV1486
 BV1486|---------------------------------------------------------------------|
 BV1486| PID    Reference Object                     Distance      Geod. Az  |
 BV1486|                                                           dddmmss.s |
 BV1486| CG2082 INDIAN AZ MK                                       0990539.7 |
 BV1486| CG2083 INDIAN RM 1                          31.354 METERS 14742     |
 BV1486| BV1487 BREELAND                            APPROX. 5.8 KM 2374357.8 |
 BV1486| CG2084 INDIAN RM 2                          23.941 METERS 24806     |
 BV1486|---------------------------------------------------------------------|
 BV1486
 BV1486                          SUPERSEDED SURVEY CONTROL
 BV1486
 BV1486  NAD 83(1993)-  31 12 17.51812(N)    088 42 12.94978(W) AD(       ) 2
 BV1486  NAD 83(1986)-  31 12 17.52557(N)    088 42 12.95459(W) AD(       ) 2
 BV1486  NAD 27      -  31 12 16.87100(N)    088 42 12.85300(W) AD(       ) 2
 BV1486
 BV1486.Superseded values are not recommended for survey control.
 BV1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1486.See file dsdata.txt to determine how the superseded data were derived.
 BV1486
 BV1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3770253557(NAD 83)
 BV1486_MARKER: DS = TRIANGULATION STATION DISK
 BV1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1486
 BV1486  HISTORY     - Date     Condition        Report By
 BV1486  HISTORY     - 1943     MONUMENTED       CGS
 BV1486  HISTORY     - 1956     GOOD             CGS
 BV1486  HISTORY     - 1966     GOOD             MSHD
 BV1486  HISTORY     - 1972     GOOD             USGS
 BV1486
 BV1486                          STATION DESCRIPTION
 BV1486
 BV1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1486'STATION IS LOCATED ON THE SUMMIT OF A HIGH RIDGE ABOUT 5 MILES NE OF
 BV1486'NEELY AND ABOUT 8 MILES NW OF LEAKESVILLE, 2.5 FEET W OF A STANDARD
 BV1486'REFERENCE POST, 29.2 FEET S OF A TRIANGULAR BLAZE ON A 12-INCH OAK
 BV1486'TREE AND 76.0 FEET N OF THE CENTER OF THE ROAD. THE DISK IS
 BV1486'STAMPED INDIAN 1943.
 BV1486'
 BV1486'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1486'SET IN CONCRETE.
 BV1486'
 BV1486'REFERENCE MARK NO. 1 IS 102.87 FEET SE OF THE STATION, 26 FEET S OF
 BV1486'THE CENTER OF THE ROAD. THE DISK IS STAMPED INDIAN NO. 1, 1943.
 BV1486'
 BV1486'REFERENCE MARK NO. 2 IS 78.55 FEET SW OF THE STATION, 39 FEET NE OF
 BV1486'THE CENTER OF THE ROAD. THE DISK IS STAMPED INDIAN NO. 2, 1943.
 BV1486'
 BV1486'AZIMUTH MARK IS ABOUT 0.5 MILE E OF THE STATION, 26.6 FEET SW OF A
 BV1486'TRIANGULAR BLAZE ON A 15-INCH PINE TREE, 2.3 FEET NE OF A STANDARD
 BV1486'REFERENCE POST, 100 FEET SE OF THE CENTER OF THE ROAD. THE DISK IS
 BV1486'STAMPED INDIAN 1943.
 BV1486'
 BV1486'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 24 AND 63
 BV1486'IN THE W EDGE OF LEAKESVILLE, GO NORTHWESTERLY ON ROUTE 63 FOR 2.7
 BV1486'MILES TO A LEFT FORK, TURN LEFT AND GO 4.8 MILES TO A FORK AT WHITE
 BV1486'CHURCH ON THE LEFT, TAKE RIGHT FORK AND GO 1.55 MILES TO A T-ROAD
 BV1486'LEFT, TURN LEFT AND GO 0.9 MILE TO A WOODS ROAD RIGHT JUST BEFORE
 BV1486'REACHING A PICKET FENCE, TURN RIGHT AND GO 0.65 MILE TO AZIMUTH
 BV1486'MARK ON THE HIGHEST POINT OF THE HILL, CONTINUE STRAIGHT AHEAD 0.65
 BV1486'MILE TO THE STATION ON THE RIGHT.
 BV1486'
 BV1486'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BV1486
 BV1486                          STATION RECOVERY (1956)
 BV1486
 BV1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1486'THE STATION WAS VISITED ON OCTOBER 25, 1956. THE STATION AND ALL
 BV1486'MARKS WERE RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1486'
 BV1486'THE STATION IS LOCATED ON A HIGH RIDGE, 5 MI. NE OF NEELY, ABOUT 8
 BV1486'MI. NW OF LEAKSVILLE, 140 FT. E OF A N-S FENCE LINE, 133 FT. E OF A
 BV1486'TRACK ROAD PARALLELING THE FENCE, 77 FT. N OF THE CENTER OF A TRACK
 BV1486'ROAD, AND 29 FT. S OF AN 18-IN. TRIANGULAR-BLAZED OAK TREE. IT IS
 BV1486'A STANDARD DISK, STAMPED INDIAN 1943 AND PROJECTING 4 IN.
 BV1486'
 BV1486'REFERENCE MARK 1 IS 102.87 FT. S-SE OF THE STATION, 16 FT. S OF THE
 BV1486'CENTER OF A TRACK ROAD, AND 21 FT. NE OF AN 18-IN. OAK TREE. IT IS
 BV1486'A STANDARD DISK, STAMPED INDIAN NO 1 1943 AND PROJECTING 6 IN.
 BV1486'
 BV1486'REFERENCE MARK 2 IS 78.55 FT. W-SW OF THE STATION, 73 FT. E OF A
 BV1486'FENCE, 65 FT. E OF THE CENTER OF A TRACK ROAD, AND 47 FT. NE OF THE
 BV1486'CENTER OF THE E-W TRACK ROAD AT A POINT OF A FORK. IT IS A STANDARD
 BV1486'DISK, STAMPED INDIAN NO 2 1943 AND PROJECTING 2 IN.
 BV1486'
 BV1486'THE AZIMUTH MARK IS 0.5 MI. SE OF THE STATION, 100 FT. E OF THE
 BV1486'CENTER OF THE TRACK ROAD, 26 FT. SW OF A TRIANGULAR-BLAZED PINE
 BV1486'TREE, AND ON THE HIGHEST POINT OF A SMALL RIDGE. IT IS A STANDARD
 BV1486'DISK, STAMPED INDIAN 1943 AND PROJECTING 6 IN.
 BV1486'
 BV1486'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKSVILLE, GO W ON
 BV1486'STATE HIGHWAY 63 FOR 3.55 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BV1486'W FOR 4.8 MI. TO A SIDE ROAD RIGHT AND A SMALL CHURCH ON THE RIGHT
 BV1486'AND CEMETERY ON THE LEFT, TURN RIGHT AND GO N FOR 1.55 MI. TO A
 BV1486'SIDE ROAD LEFT, TURN LEFT AND GO 0.95 MI. TO A SIDE ROAD RIGHT,
 BV1486'TURN SHARP RIGHT AND FOLLOW A TRACK ROAD FOR 0.75 MI. TO THE AZIMUTH
 BV1486'MARK ON THE RIGHT, CONTINUE ON THE TRACK ROAD FOR 0.45 MI. TO A
 BV1486'FORK, TAKE THE LEFT FORK AND GO 0.1 MI. TO THE STATION ON THE
 BV1486'RIGHT. (THIS IS ABOUT 140 FT. BEFORE REACHING A FENCE LINE.)
 BV1486
 BV1486                          STATION RECOVERY (1966)
 BV1486
 BV1486'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV1486'THE STATION WAS VISITED 4-7-66 AND ALL MARKS WERE FOUND IN GOOD
 BV1486'CONDITION.
 BV1486'
 BV1486'TO REACH FROM THE COURTHOUSE IN LEAKESVILLE GO NORTHWEST ON HIGHWAY
 BV1486'63 FOR 0.6 MILES TO A FORK, TAKE THE RIGHT FORK AND CONTINUE ON
 BV1486'HIGHWAY 63 FOR 2.8 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 4.9
 BV1486'MILES TO A FORK, TAKE THE RIGHT FORK AND GO 1.6 MILES TO A SIDE
 BV1486'ROAD LEFT, TURN LEFT AND GO 0.85 MILES TO THE AZIMUTH ON THE RIGHT.
 BV1486'TO REACH THE STATION CONTINUE FOR 0.45 MILES TO A FORK, TAKE THE
 BV1486'LEFT FORK AND GO 0.1 MILES TO THE STATION ON THE RIGHT JUST
 BV1486'BEFORE REACHING A T INTERSECTION. THE STATION DISK IS
 BV1486'STAMPED INDIAN 1943.
 BV1486'
 BV1486'IT IS 133 FEET EAST OF A TRACK ROAD PARALLELING FENCE, 140 FEET EAST
 BV1486'OF THE FENCE, 77 FEET NORTH OF THE CENTER OF A TRACK ROAD, 29 FEET
 BV1486'SOUTH OF A 18 INCH OAK, AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BV1486'POST.
 BV1486'
 BV1486'R.M. 1 IS 16 FEET SOUTH OF CENTER OF A TRACK ROAD, 1.3 FEET SOUTH OF
 BV1486'A METAL WITNESS POST, AND STAMPED INDIAN NO. 1 (1943).
 BV1486'
 BV1486'R.M. 2 IS 73 FEET EAST OF A FENCE, 65 FEET EAST OF CENTER OF TRACK
 BV1486'ROAD, 47 FEET NORTHEAST OF CENTER OF EAST-WEST TRACK ROAD AT A POINT
 BV1486'OF FORK, 1 FOOT NORTH OF A METAL WITNESS POST, AND STAMPED INDIAN
 BV1486'NO. 2 (1943).
 BV1486'
 BV1486'THE AZIMUTH MARK IS 100 FEET EAST OF THE CENTER OF TRACK ROAD, 40.5
 BV1486'FEET NORTHEAST OF A BLAZED OAK, 26 FEET SOUTH OF A BLAZED PINE, 1.2
 BV1486'FEET NORTHEAST OF A METAL WITNESS POST, AND STAMPED INDIAN (1943).
 BV1486
 BV1486                          STATION RECOVERY (1972)
 BV1486
 BV1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 BV1486'INDIAN AND RMS 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED. AZ. MK.
 BV1486'NOW OBSCURED BY TREES.
 BV1486'
 BV1486'DISTANCES AND DIRECTIONS CHECKED O.K.
 BV1486'
 BV1486'ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2729 ***********************************************************************
 CP2729  DESIGNATION -  INDIAN 2
 CP2729  PID         -  CP2729
 CP2729  STATE/COUNTY-  MS/HINDS
 CP2729  USGS QUAD   -  UTICA EAST (1963)
 CP2729
 CP2729                         *CURRENT SURVEY CONTROL
 CP2729  ___________________________________________________________________
 CP2729* NAD 83(1993)-  32 05 49.83178(N)    090 32 07.36099(W)     ADJUSTED  
 CP2729* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 CP2729  ___________________________________________________________________
 CP2729  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CP2729  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2729  HORZ ORDER  -  SECOND
 CP2729
 CP2729.The horizontal coordinates were established by classical geodetic methods
 CP2729.and adjusted by the National Geodetic Survey in May 1994.
 CP2729
 CP2729.The orthometric height was scaled from a topographic map.
 CP2729
 CP2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2729
 CP2729.The geoid height was determined by GEOID03.
 CP2729
 CP2729;                    North         East     Units Scale Factor Converg.
 CP2729;SPC MS W     -   287,942.191   680,929.259   MT  0.99995448   -0 06 26.5
 CP2729;SPC MS W     -   944,690.34  2,234,015.41   sFT  0.99995448   -0 06 26.5
 CP2729;UTM  15      - 3,553,865.989   732,582.315   MT  1.00026716   +1 18 36.7
 CP2729
 CP2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2729!SPC MS W     -   0.99998781  x   0.99995448  =   0.99994229
 CP2729!UTM  15      -   0.99998781  x   1.00026716  =   1.00025496
 CP2729
 CP2729|---------------------------------------------------------------------|
 CP2729| PID    Reference Object                     Distance      Geod. Az  |
 CP2729|                                                           dddmmss.s |
 CP2729| CP2728 INDIAN                               50.570 METERS 00125     |
 CP2729| CY4745 INDIAN 2 RM 5                        12.469 METERS 11510     |
 CP2729| CP2732 FOSTER LOOKOUT TOWER                APPROX.12.4 KM 2104312.8 |
 CP2729| CY4746 INDIAN 2 RM 6                        17.332 METERS 23245     |
 CP2729|---------------------------------------------------------------------|
 CP2729
 CP2729                          SUPERSEDED SURVEY CONTROL
 CP2729
 CP2729  NAD 83(1986)-  32 05 49.84571(N)    090 32 07.35716(W) AD(       ) 2
 CP2729  NAD 27      -  32 05 49.30000(N)    090 32 07.00700(W) AD(       ) 2
 CP2729
 CP2729.Superseded values are not recommended for survey control.
 CP2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2729.See file dsdata.txt to determine how the superseded data were derived.
 CP2729
 CP2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3258253866(NAD 83)
 CP2729_MARKER: DS = TRIANGULATION STATION DISK
 CP2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2729
 CP2729  HISTORY     - Date     Condition        Report By
 CP2729  HISTORY     - 1962     MONUMENTED       CGS
 CP2729  HISTORY     - 1977     GOOD             MSHD
 CP2729
 CP2729                          STATION DESCRIPTION
 CP2729
 CP2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (AKH)
 CP2729'THE STATION IS LOCATED ABOUT 5 MILES EAST OF UTICA, ABOUT
 CP2729'0.1 MILE EAST OF A CHURCH AND CEMETERY, ON LAND OWNED BY
 CP2729'MR. R.W. AINSWORTH, ON THE SOUTH SLOPE OF A HILL AND SOUTH
 CP2729'OF A PROPOSED GRAVEL PIT.  IT IS 65 FEET SOUTHEAST OF THE
 CP2729'CENTER OF A GRAVELED ROAD, 50.5 FEET NORTHEAST OF AN 18-INCH
 CP2729'HICKORY TREE, 45 FEET NORTH OF BARBED WIRE FENCE LINE, 54.5
 CP2729'FEET WEST OF A 12-INCH PINE TREE IN THE FENCE LINE AND 1.5
 CP2729'FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CP2729'DISK, STAMPED INDIAN 2 1962, PROJECTING 4 INCHES.
 CP2729'
 CP2729'REFERENCE MARK NO. 5 IS 40.91 FEET EAST-SOUTHEAST OF THE
 CP2729'STATION, 105 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 CP2729'ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, 23.6 FEET NORTHEAST
 CP2729'OF A HICKORY TREE, 24 FEET SOUTHWEST OF THE 12-INCH PINE
 CP2729'TREE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS
 CP2729'A STANDARD DISK, STAMPED INDIAN 2 NO 5, 1962 PROJECTING
 CP2729'6 INCHES.
 CP2729'
 CP2729'REFERENCE MARK NO. 6 IS 56.86 FEET SOUTHWEST OF THE STATION,
 CP2729'75 FEET WEST OF AN 18-INCH HICKORY TREE, 64 FEET EAST OF
 CP2729'THE CENTER OF THE GRAVELED ROAD, 7 FEET NORTH OF A FENCE
 CP2729'LINE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT
 CP2729'IS A STANDARD DISK STAMPED INDIAN 2 NO 6 1962, PROJECTING
 CP2729'6 INCHES.
 CP2729'
 CP2729'TO REACH THE STATION FROM THE BANK IN UTICA GO EAST FOR
 CP2729'1 BLOCK TO STATE HIGHWAY 18, CONTINUE EAST ON STATE HIGHWAY
 CP2729'18 FOR 1.25 MILE TO A CROSSROAD, (WHERE STATE HIGHWAY 18
 CP2729'CONTINUES NORTH AND STATE HIGHWAY 27 TURNS WEST), TURN RIGHT
 CP2729'AND GO EAST FOR 4.4 MILES TO A FORK, TAKE RIGHT FORK AND
 CP2729'GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 0.5 MILE TO
 CP2729'THE STATION ON THE RIGHT.
 CP2729
 CP2729                          STATION RECOVERY (1977)
 CP2729
 CP2729'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP2729'THE STATION WAS VISITED 8-20-77 AND THE STATION MARK RM NO 5 AND RM
 CP2729'NO 6 WERE FOUND IN GOOD CONDITION.
 CP2729'
 CP2729'THE STATION IS LOCATED 5.2 MILES SOUTHEAST OF UTICA, 0.6 MILE EAST
 CP2729'OF THE GREATER STREET JOHN BAPTIST CHURCH AND CEMETERY IN THE
 CP2729'SOUTHWEST 1/4 OF SECTION 17, T 3N, R 3W.  IT IS 65 FEET SOUTHEAST
 CP2729'OF THE CENTER OF A GRAVELED ROAD, 50.5 FEET NORTHWEST OF A 22 INCH
 CP2729'HICKORY, 39 FEET WEST-NORTHWEST OF A 12 INCH OAK IN A FENCE
 CP2729'LINE, 24 FEET SOUTH-SOUTHWEST OF THE EDGE OF A BANK ON THE
 CP2729'SOUTHWEST SIDE OF AN ABANDONED GRAVELED PIT 1 FOOT SOUTHEAST OF A
 CP2729'METAL WITNESS POST AND PROJECTS 4 INCHES.  IT IS A
 CP2729'TRIANGULATION DISK, STAMPED INDIAN 2 1969.
 CP2729'
 CP2729'REFERENCE MARK NO 5 IS 40.91 FEET EAST-SOUTHEAST OF THE STATION.  IT
 CP2729'IS 105 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 23.5 FEET
 CP2729'NORTH-NORTHEAST OF A 22 INCH HICKORY, 6 FEET NORTHEAST OF A 12 INCH
 CP2729'OAK IN A FENCE LINE, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT
 CP2729'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND PROJECTS 2 INCHES.
 CP2729'IT IS A REFERENCE MARK DISK, STAMPED INDIAN 2 NO 5 1962.
 CP2729'
 CP2729'REFERENCE MARK NO 6 IS 56.86 FEET SOUTHWEST OF THE STATION.  IT IS
 CP2729'75 FEET WEST OF A 22 INCH HICKORY, 64 FEET SOUTHEAST OF THE CENTER
 CP2729'OF A GRAVELED ROAD, 44.5 FEET EAST OF A 14 INCH OAK IN A FENCE
 CP2729'LINE, 26 FEET SOUTHEAST OF A 6 INCH ELM, 6.5 FEET NORTH OF A 12
 CP2729'INCH PINE IN A FENCE LINE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 CP2729'POST AND PROJECTS 4 INCHES.  IT IS A REFERENCE MARK DISK,
 CP2729'STAMPED INDIAN 2 NO 6 1962.
 CP2729'
 CP2729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE
 CP2729'HIGHWAY 18 AT THE SOUTH EDGE OF UTICA GO SOUTHEAST ON STATE HIGHWAY
 CP2729'27 FOR 4.7 MILES TO A LARGE WHITE BRICK HOUSE AND A SIDE ROAD LEFT.
 CP2729'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.75 MILES TO A T
 CP2729'INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 CP2729'0.55 MILE TO THE STATION ON THE RIGHT.
 CP2729'
 CP2729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES EAST
 CP2729'OF UTICA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1853 ***********************************************************************
 DK1853  DESIGNATION -  INDIANOLA
 DK1853  PID         -  DK1853
 DK1853  STATE/COUNTY-  MS/SUNFLOWER
 DK1853  USGS QUAD   -  INDIANOLA (1965)
 DK1853
 DK1853                         *CURRENT SURVEY CONTROL
 DK1853  ___________________________________________________________________
 DK1853* NAD 83(1993)-  33 27 21.31720(N)    090 38 27.54180(W)     ADJUSTED  
 DK1853* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK1853  ___________________________________________________________________
 DK1853  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK1853  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1853  HORZ ORDER  -  FIRST
 DK1853
 DK1853.The horizontal coordinates were established by classical geodetic methods
 DK1853.and adjusted by the National Geodetic Survey in May 1994.
 DK1853
 DK1853.The orthometric height was scaled from a topographic map.
 DK1853
 DK1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1853
 DK1853.The geoid height was determined by GEOID03.
 DK1853
 DK1853;                    North         East     Units Scale Factor Converg.
 DK1853;SPC MS W     -   438,644.742   671,399.228   MT  0.99996008   -0 10 10.6
 DK1853;SPC MS W     - 1,439,120.29  2,202,748.97   sFT  0.99996008   -0 10 10.6
 DK1853;UTM  15      - 3,704,321.478   719,253.574   MT  1.00019271   +1 18 03.7
 DK1853
 DK1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1853!SPC MS W     -   0.99999852  x   0.99996008  =   0.99995860
 DK1853!UTM  15      -   0.99999852  x   1.00019271  =   1.00019123
 DK1853
 DK1853:                Primary Azimuth Mark                     Grid Az
 DK1853:SPC MS W     -  INDIANOLA AZ MK                          076 57 02.3
 DK1853:UTM  15      -  INDIANOLA AZ MK                          075 28 48.0
 DK1853
 DK1853|---------------------------------------------------------------------|
 DK1853| PID    Reference Object                     Distance      Geod. Az  |
 DK1853|                                                           dddmmss.s |
 DK1853| CY6287 INDIANOLA AZ MK                                    0764651.7 |
 DK1853| DK0511 INDIANOLA RM 1                       36.725 METERS 19449     |
 DK1853| DK1849 INDIANOLA SUNFLOWER CO LGE TK       APPROX. 0.9 KM 1972953.2 |
 DK1853| DK1850 INDIANOLA SUNFLOWER CO SM TK        APPROX. 0.9 KM 1993806.2 |
 DK1853| CY6288 INDIANOLA RM 2                       48.816 METERS 25541     |
 DK1853|---------------------------------------------------------------------|
 DK1853
 DK1853                          SUPERSEDED SURVEY CONTROL
 DK1853
 DK1853  NAD 83(1986)-  33 27 21.32791(N)    090 38 27.53827(W) AD(       ) 1
 DK1853  NAD 27      -  33 27 20.90300(N)    090 38 27.21500(W) AD(       ) 1
 DK1853
 DK1853.Superseded values are not recommended for survey control.
 DK1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1853.See file dsdata.txt to determine how the superseded data were derived.
 DK1853
 DK1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1925404321(NAD 83)
 DK1853_MARKER: DS = TRIANGULATION STATION DISK
 DK1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1853
 DK1853  HISTORY     - Date     Condition        Report By
 DK1853  HISTORY     - 1939     MONUMENTED       CGS
 DK1853  HISTORY     - 1957     GOOD             CGS
 DK1853
 DK1853                          STATION DESCRIPTION
 DK1853
 DK1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DK1853'STATION IS LOCATED IN THE NORTHEAST PART OF INDIANOLA, ON CITY
 DK1853'PROPERTY, 114 FEET NORTH OF A 10 INCH OAK, 53 FEET NORTHEAST OF
 DK1853'THE NORTHEAST CORNER OF THE FENCE AROUND THE BALL PARK.  MARK IS
 DK1853'SET 12 INCHES BELOW THE SURFACE.
 DK1853'
 DK1853'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 W AND 82 NORTHEAST
 DK1853'OF INDIANOLA GO WEST FOR 0.5 MILE ON U.S. HIGHWAY 82 TO A
 DK1853'T-ROAD LEFT, TURN LEFT AND GO 0.2 MILE SOUTH TO THE BALL PARK AND
 DK1853'THE STATION AT THE NORTHEAST CORNER.
 DK1853'
 DK1853'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DK1853'BRONZE DISKS SET IN CONCRETE.
 DK1853'
 DK1853'REFERENCE MARK NO. 1 IS 120.49 FEET SOUTH OF THE STATION, 1.5
 DK1853'FEET EAST OF THE EAST FENCE LINE AND PROJECTS 6 INCHES.
 DK1853'REFERENCE MARK NO. 2 IS 160.16 FEET SOUTHWEST OF THE STATION,
 DK1853'1 FOOT NORTH OF THE FENCE LINE AND PROJECTS 8 INCHES.
 DK1853'
 DK1853'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-NORTHEAST OF THE
 DK1853'STATION, 75 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 49W,
 DK1853'84 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 82, AND PROJECTS
 DK1853'6 INCHES.
 DK1853'
 DK1853'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 DK1853
 DK1853                          STATION RECOVERY (1957)
 DK1853
 DK1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1853'THE STATION MARK WAS NOT RECOVERED AS ITS LOCATION IS NOW UNDER
 DK1853'THE PAVEMENT OF EAST GRESHAM STREET.  THE STATION MARK MAY STILL
 DK1853'EXIST AS THE INDIANOLA CITY EMPLOYEES COULD NOT RECALL THE
 DK1853'DESTRUCTION OF IT WHEN THE STREET WAS ESTABLISHED.  REFERENCE
 DK1853'MARK 1 WAS FOUND IN GOOD CONDITION AND WAS RETAINED FOR REFERENCE
 DK1853'MARK 1 TO THE NEW STATION INDIANOLA 2 1957.  REFERENCE MARK 2
 DK1853'WAS FOUND DESTROYED.  THE CONCRETE POST OF THE AZIMUTH MARK
 DK1853'WAS RECOVERED, BUT 2 INCHES BELOW THE SURFACE WITH THE TOP
 DK1853'PORTION INCLUDING THE DISK MISSING.
 DK1853'
 DK1853'A COMPLETE NEW STATION, INDIANOLA 2 1957 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0514 ***********************************************************************
 DK0514  DESIGNATION -  INDIANOLA 2
 DK0514  PID         -  DK0514
 DK0514  STATE/COUNTY-  MS/SUNFLOWER
 DK0514  USGS QUAD   -  INDIANOLA (1965)
 DK0514
 DK0514                         *CURRENT SURVEY CONTROL
 DK0514  ___________________________________________________________________
 DK0514* NAD 83(1993)-  33 27 20.06647(N)    090 38 27.45275(W)     ADJUSTED  
 DK0514* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK0514  ___________________________________________________________________
 DK0514  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK0514  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0514  HORZ ORDER  -  FIRST
 DK0514
 DK0514.The horizontal coordinates were established by classical geodetic methods
 DK0514.and adjusted by the National Geodetic Survey in May 1994.
 DK0514
 DK0514.The orthometric height was scaled from a topographic map.
 DK0514
 DK0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0514
 DK0514.The geoid height was determined by GEOID03.
 DK0514
 DK0514;                    North         East     Units Scale Factor Converg.
 DK0514;SPC MS W     -   438,606.203   671,401.414   MT  0.99996008   -0 10 10.5
 DK0514;SPC MS W     - 1,438,993.85  2,202,756.14   sFT  0.99996008   -0 10 10.5
 DK0514;UTM  15      - 3,704,282.999   719,256.749   MT  1.00019272   +1 18 03.7
 DK0514
 DK0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0514!SPC MS W     -   0.99999852  x   0.99996008  =   0.99995860
 DK0514!UTM  15      -   0.99999852  x   1.00019272  =   1.00019124
 DK0514
 DK0514:                Primary Azimuth Mark                     Grid Az
 DK0514:SPC MS W     -  INDIANOLA RAD STA KKA 989 MAST           009 35 30.1
 DK0514:UTM  15      -  INDIANOLA RAD STA KKA 989 MAST           008 07 15.9
 DK0514
 DK0514|---------------------------------------------------------------------|
 DK0514| PID    Reference Object                     Distance      Geod. Az  |
 DK0514|                                                           dddmmss.s |
 DK0514| DK1854 INDIANOLA RAD STA KKA 989 MAST      APPROX. 1.3 KM 0092519.6 |
 DK0514| DK1848 INDIANOLA CROSBY HOME APPL CO N TV  APPROX. 1.0 KM 0103833.7 |
 DK0514| DK1847 INDIANOLA RADIO STA WNLA MAST       APPROX. 1.3 KM 0724754.0 |
 DK0514| DK1836 INDIANOLA RADIO STA KKE 689 KKB 87  APPROX. 3.5 KM 0782205.4 |
 DK0514| DK0513 INDIANOLA 2 RM 3                     46.349 METERS 08247     |
 DK0514| DK1840 INVERNESS FED COMPRESS CO S TK      APPROX.11.5 KM 1565517.3 |
 DK0514| DK0512 INDIANOLA 2 RM 4                     34.129 METERS 16936     |
 DK0514| DK1849 INDIANOLA SUNFLOWER CO LGE TK       APPROX. 0.8 KM 1982553.9 |
 DK0514| DK1855 INDIANOLA 3                          24.971 METERS 24105     |
 DK0514| DK0509 INDIANOLA 2 AZ MK                                  2621014.8 |
 DK0514| DK0511 INDIANOLA RM 1                       12.118 METERS 28438     |
 DK0514|---------------------------------------------------------------------|
 DK0514
 DK0514                          SUPERSEDED SURVEY CONTROL
 DK0514
 DK0514  NAD 83(1986)-  33 27 20.07728(N)    090 38 27.44888(W) AD(       ) 1
 DK0514  NAD 27      -  33 27 19.65120(N)    090 38 27.12460(W) AD(       ) 1
 DK0514
 DK0514.Superseded values are not recommended for survey control.
 DK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0514.See file dsdata.txt to determine how the superseded data were derived.
 DK0514
 DK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1925704283(NAD 83)
 DK0514_MARKER: DB = BENCH MARK DISK
 DK0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0514_STAMPING: INDIANOLA 2 1957
 DK0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0514
 DK0514  HISTORY     - Date     Condition        Report By
 DK0514  HISTORY     - 1957     MONUMENTED       CGS
 DK0514  HISTORY     - 1963     GOOD             CGS
 DK0514  HISTORY     - 1967     GOOD             MSHD
 DK0514  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0514  HISTORY     - 1970     GOOD             NGS
 DK0514  HISTORY     - 1970     GOOD             NGS
 DK0514
 DK0514                          STATION DESCRIPTION
 DK0514
 DK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK0514'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INDIANOLA
 DK0514'HIGH SCHOOL YARD IN THE EASTERN SECTION OF INDIANOLA.  IT IS
 DK0514'44 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE YELLOW BRICK
 DK0514'SCHOOL, 124 FEET SOUTHEAST OF THE INTERSECTION OF STATE STREET
 DK0514'AND GRESHAM STREET AND 40 FEET EAST OF A WHITE WITNESS POST
 DK0514'WHICH WAS PLACED BESIDE THE HIGH WOVEN WIRE FENCE SURROUNDING
 DK0514'THE ATHLETIC FIELD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DK0514'INDIANOLA 2 1957.
 DK0514'
 DK0514'REFERENCE MARK 1 IS 81 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DK0514'THE SCHOOL, 1 FOOT NORTHEAST OF THE WHITE WITNESS POST AND 2 FEET
 DK0514'EAST OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DK0514'IS STAMPED INDIANOLA 1939 NO 1. NOTE--THE ARROW ON THIS
 DK0514'REFERENCE MARK IS POINTING TOWARDS INDIANOLA 1939.
 DK0514'
 DK0514'REFERENCE MARK 3 IS 10 FEET SOUTH OF THE MOST NORTHERN CORNER
 DK0514'OF THE SCHOOL AND 1 FOOT WEST OF THE BRICK WALL.  THE MARK IS
 DK0514'FLUSH AND THE DISK IS STAMPED INDIANOLA 2 NO 3 1957.
 DK0514'
 DK0514'REFERENCE MARK 4 IS SET AT THE SOUTHWEST CORNER OF THE SCHOOL
 DK0514'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED INDIANOLA
 DK0514'2 NO 4 1957.
 DK0514'
 DK0514'THE AZIMUTH MARK IS AT THE WEST END OF THE INDIANOLA HIGH SCHOOL
 DK0514'ATHLETIC FIELD ON THE EAST SIDE OF THE HIGH WOVEN WIRE FENCE,
 DK0514'29 FEET EAST OF THE CENTERLINE OF PARK AVENUE, 8 FEET SOUTH OF
 DK0514'A POWER LINE POLE WITH A TRANSFORMER ON IT AND 2 FEET SOUTH OF
 DK0514'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 DK0514'IS STAMPED INDIANOLA 2 1957.
 DK0514'
 DK0514'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON EAST
 DK0514'GRESHAM STREET FOR 0.15 MILE TO THE INTERSECTION OF PARK AVENUE.
 DK0514'TURN LEFT AND GO SOUTH ON PARK AVENUE FOR 0.05 MILE TO THE MARK
 DK0514'ON THE LEFT.
 DK0514'
 DK0514'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK0514
 DK0514                          STATION RECOVERY (1963)
 DK0514
 DK0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 DK0514'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DK0514'IN GOOD CONDITION.
 DK0514
 DK0514                          STATION RECOVERY (1967)
 DK0514
 DK0514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK0514'THE STATION WAS VISITED 9-25-67 AND REFERENCE MARK, NO. 1,
 DK0514'NO. 3, NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DK0514'THE STATION WAS FOUND TO BE COVERED BY THE CONCRETE SLAB OF A
 DK0514'RECENTLY CONSTRUCTED ATHLETIC BUILDING.
 DK0514'
 DK0514'THE STATION IS LOCATED ON THE NORTHWEST LAWN OF THE INDIANOLA
 DK0514'HIGH SCHOOL AND 0.15 MILE SOUTH OF U.S. HIGHWAY 82, IN THE
 DK0514'NORTHWEST, 1/4 OF SECTION 32, T 19 N, R 4 W AND ON PROPERTY OWNED
 DK0514'BY THE INDIANOLA PUBLIC SCHOOLS.
 DK0514'
 DK0514'R.M. NO. 1 IS 102 FEET SOUTH OF THE CENTER OF GRESHAM STREET,
 DK0514'28.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ATHLETIC
 DK0514'BUILDING, 74 FEET SOUTH OF A FENCE CORNER, 60 FEET
 DK0514'NORTH NORTHWEST OF A 40 INCH OAK, 56 FEET SOUTHWEST OF A POWER
 DK0514'POLE, 14 FEET NORTH OF THE MOST NORTHERN GATE POST AT THE
 DK0514'ENTRANCE TO THE ATHLETIC FIELD AND 1.5 FEET EAST OF A FENCE
 DK0514'REFERENCE MARK.
 DK0514'
 DK0514'IT IS A STANDARD DISK STAMPED INDIANOLA 1939 NO. 1 PROJECTING
 DK0514'4 INCHES.
 DK0514'
 DK0514'REFERENCE MARK NO. 3 IS 10 FEET SOUTH OF THE NORTHWEST CORNER OF
 DK0514'THE MOST NORTHERN PART OF THE SCHOOL, 22 FEET SOUTH OF THE
 DK0514'INTERSECTION OF WALKS, 91.5 FEET SOUTH OF THE CENTER OF GRESHAM
 DK0514'STREET, 53.5 FEET SOUTHEAST OF A 10 INCH OAK, 1.5 FEET WEST
 DK0514'OF THE WEST WALL OF THE SCHOOL AND 0.6 FEET EAST OF THE EAST
 DK0514'EDGE OF THE WALK.  IT IS A STANDARD DISK, STAMPED INDIANOLA
 DK0514'2 NO. 3 1957 FLUSH WITH THE GROUND.
 DK0514'
 DK0514'REFERENCE MARK NO. 4 IS 1 FOOT NORTHWEST OF THE SOUTHWEST
 DK0514'CORNER OF THE GYMN, 70.5 FEET SOUTHEAST OF A 40 INCH OAK, 62 FEET
 DK0514'EAST OF A FENCE AND 3 FEET SOUTHEAST OF A 30 INCH CONCRETE TILE
 DK0514'PROJECTING 3 FEET.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 DK0514'INDIANOLA NO. 4 1957 PROJECTING 3 INCHES.
 DK0514'
 DK0514'THE AZIMUTH MARK IS 0.15 MILE WEST SOUTHWEST OF THE STATION.
 DK0514'IT IS 30 FEET EAST OF THE CENTER OF PARK AVENUE, 8 FEET SOUTH
 DK0514'OF A POWER POLE WITH A TRANSFORMER, 237 FEET SOUTH OF THE CENTER
 DK0514'OF GRESHAM STREET, 206 FEET SOUTH OF THE NORTHWEST CORNER OF
 DK0514'THE FENCE AROUND THE ATHLETIC FIELD, 1.5 FEET NORTHEAST OF A
 DK0514'METAL WITNESS POST AND 0.6 FEET EAST OF A FENCE.  IT IS A
 DK0514'STANDARD AZIMUTH MARK DISK, STAMPED INDIANOLA 2 1957 PROJECTING
 DK0514'2 INCHES.
 DK0514'
 DK0514'TO REACH THE STATION FROM THE EAST SIDE OF THE U.S. POST OFFICE
 DK0514'IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.15 MILE TO THE
 DK0514'INTERSECTION OF GRESHAM STREET.  TURN RIGHT (EAST) AND CONTINUE
 DK0514'ON GRESHAM STREET 0.4 MILE TO THE INTERSECTION OF PARK AVENUE.
 DK0514'*CONTINUE EAST ON GRESHAM STREET FOR 0.15 MILE TO THE INDIANOLA
 DK0514'HIGH SCHOOL AND R.M. 1, R.M. 3 AND R.M. 4 ON THE RIGHT AS
 DK0514'DESCRIBED.  *TO REACH THE AZIMUTH FROM THIS POINT TURN RIGHT
 DK0514'(SOUTH) AND CONTINUE ON PARK AVENUE FOR 0.05 MILE TO THE MARK
 DK0514'ON THE RIGHT AS DESCRIBED.
 DK0514
 DK0514                          STATION RECOVERY (1967)
 DK0514
 DK0514'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0514'IN INDIANOLA.
 DK0514'LOCATED ON THE NORTHWEST LAWN OF THE INDIANOLA HIGH SCHOOL, 0.25 MILE
 DK0514'EAST OF MISSISSIPPI HIGHWAY 448, 0.15 MILE SOUTH OF U.S. HIGHWAY 82,
 DK0514'AND IN THE NORTHWEST 1/4 OF SECTION 32, T 19N, R 4W.  IT IS 124 FEET
 DK0514'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF GRESHAM STREET AND PARK
 DK0514'AVENUE, 92 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND
 DK0514'THE FOOTBALL FIELD, 68 FEET SOUTHEAST OF A POWER POLE, 52 FEET WEST
 DK0514'NORTHWEST OF THE NORTHWEST CORNER OF THE GYMN, 49.5 FEET NORTHEAST OF
 DK0514'A 40 INCH OAK, 44.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GYMN
 DK0514'ANNEX, 40.5 FEET EAST OF A FENCE, 30 FEET WEST OF THE WEST EDGE OF A
 DK0514'WALK, ABOUT LEVEL WITH GRESHAM STREET, AND 4 INCHES BELOW THE GROUND
 DK0514'SURFACE.  TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN
 DK0514'INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.15 MILE TO THE
 DK0514'INTERSECTION OF GRESHAM STREET, TURN RIGHT (EAST) AND CONTINUE ON
 DK0514'GRESHAM STREET FOR 0.55 MILE TO THE MARK ON THE RIGHT. NOTE-- WAS
 DK0514'FOUND TO BE UNDER THE CONCRETE SLAB OF THE NEW ATHLETIC BUILDING.
 DK0514
 DK0514                          STATION RECOVERY (1970)
 DK0514
 DK0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EB)
 DK0514'INDIANOLA 1939 NO. 1-GOOD
 DK0514'
 DK0514'INDIANOLA 2 NO. 3 1957-GOOD
 DK0514'
 DK0514'INDIANOLA 2 NO 4 1957-GOOD
 DK0514'
 DK0514'AZ INDIANOLA 2 1957-GOOD
 DK0514'
 DK0514'THERE HAS BEEN A FIELD HOUSE BUILT ON TOP OF INDIANOLA 2 (STATION
 DK0514'MARK)
 DK0514
 DK0514                          STATION RECOVERY (1970)
 DK0514
 DK0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DK0514'THE STATION WAS VISITED 8-20-70 AND THE REFERENCE MARKS NO. 1,
 DK0514'3, AND 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DK0514'THE STATION MARK WAS FOUND TO BE UNDER THE FLOOR OF A SMALL
 DK0514'FIELD HOUSE WHICH HAD BEEN BUILT OVER THE STATION.  A NEW
 DK0514'STATION MARK WAS ESTABLISHED ON THE ROOF OF THE FIELD HOUSE ABOUT
 DK0514'12 FEET ABOVE THE GROUND.  THE MARK WAS ESTABLISHED FROM THE
 DK0514'ANGLES FROM THE REFERENCE MARK, AZIMUTH MARK AND INDIANOLA
 DK0514'RADIO STATION KKA 989 MAST.  A COMPLETE NEW STATION INDIANOLA
 DK0514'3 1970 WAS THEN ESTABLISHED 24.971 FEET WEST-SOUTHWEST OF THE
 DK0514'STATION.  A NEW DESCRIPTION FOLLOWS.
 DK0514'
 DK0514'THE STATION IS LOCATED ON THE TOP OF A SMALL FIELD HOUSE LOCATED
 DK0514'IN THE NORTHWEST CORNER OF THE INDIANOLA HIGH SCHOOL YARD IN
 DK0514'THE EASTERN SECTION OF INDIANOLA.  IT IS 124 FEET SOUTHEAST OF
 DK0514'THE INTERSECTION STATE STREET AND GRESHAM STREET, 44 FEET
 DK0514'NORTHWEST OF THE NORTHWEST CORNER OF THE INDIANOLA HIGH SCHOOL,
 DK0514'8.5 FEET NORTH OF THE SOUTH WALL OF THE FIELD HOUSE 16.9 FEET
 DK0514'EAST OF THE WEST WALL AND 16.1 FEET WEST OF THE EAST WALL OF
 DK0514'THE FIELD HOUSE.  IT IS A TRIANGULATION STATION DISK, STAMPED
 DK0514'INDIANOLA 2 1957 1970, SET IN A SMALL MOUND OF CONCRETE ON
 DK0514'THE TOP OF THE ROOF.
 DK0514'
 DK0514'REFERENCE MARK NO. 1 IS 39.76 FEET WEST OF THE STATION, 81 FEET
 DK0514'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 2 FEET EAST
 DK0514'OF A WOVEN WIRE FENCE, 22 FEET WEST OF THE WEST WALL OF THE
 DK0514'FIELD HOUSE, 102 FEET SOUTH OF THE CENTER OF GRESHAM STREET,
 DK0514'6 FEET EAST OF THE CENTER PROJECTED FROM STATE STREET.  IT IS
 DK0514'A REFERENCE MARK DISK STAMPED INDIANOLA NO 1 1939, PROJECTING
 DK0514'4 INCHES.
 DK0514'
 DK0514'REFERENCE MARK NO. 3 IS 151.99 FEET EAST OF THE STATION, 92 FEET
 DK0514'SOUTH OF THE CENTER OF GRESHAM STREET, 10 FEET SOUTH OF THE
 DK0514'NORTHER MOST NORTHWEST CORNER OF THE SCHOOL, 1.5 FEET WEST OF
 DK0514'THE WEST WALL.  IT IS A REFERENCE MARK DISK STAMPED INDIANOLA 2
 DK0514'1957, FLUSH WITH THE GROUND.
 DK0514'
 DK0514'REFERENCE MARK NO. 4 IS 111.88 FEET SOUTH OF THE STATION, 1 FOOT
 DK0514'WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING.  IT IS A
 DK0514'REFERENCE MARK DISK, STAMPED INDIANOLA 2 1957, PROJECTING
 DK0514'3 INCHES.
 DK0514'
 DK0514'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION, AT THE WEST
 DK0514'END OF A FOOTBALL FIELD.  IT IS 31 FEET EAST OF PARK AVE., 1 FOOT
 DK0514'EAST OF A HIGH WOVEN FENCE, 9 FEET SOUTH OF A POWER POLE WITH
 DK0514'A TRANSFORMER.  IT IS AN AZIMUTH MARK DISK, STAMPED INDIANOLA
 DK0514'2 1957, PROJECTING 2 INCHES.
 DK0514'
 DK0514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT INDIANOLA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0509 ***********************************************************************
 DK0509  DESIGNATION -  INDIANOLA 2 AZ MK
 DK0509  PID         -  DK0509
 DK0509  STATE/COUNTY-  MS/SUNFLOWER
 DK0509  USGS QUAD   -  INDIANOLA (1965)
 DK0509
 DK0509                         *CURRENT SURVEY CONTROL
 DK0509  ___________________________________________________________________
 DK0509* NAD 83(1986)-  33 27 18.     (N)    090 38 37.     (W)     SCALED    
 DK0509* NAVD 88     -        36.672  (meters)     120.31   (feet)  ADJUSTED  
 DK0509  ___________________________________________________________________
 DK0509  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0509  DYNAMIC HT  -          36.634 (meters)     120.19  (feet)  COMP
 DK0509  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 DK0509
 DK0509  VERT ORDER  -  SECOND    CLASS 0
 DK0509
 DK0509.The horizontal coordinates were scaled from a topographic map and have
 DK0509.an estimated accuracy of +/- 6 seconds.
 DK0509
 DK0509.The orthometric height was determined by differential leveling
 DK0509.and adjusted in June 1991.
 DK0509
 DK0509.The geoid height was determined by GEOID03.
 DK0509
 DK0509.The dynamic height is computed by dividing the NAVD 88
 DK0509.geopotential number by the normal gravity value computed on the
 DK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0509.degrees latitude (g = 980.6199 gals.).
 DK0509
 DK0509.The modeled gravity was interpolated from observed gravity values.
 DK0509
 DK0509;                    North         East    Units  Estimated Accuracy
 DK0509;SPC MS W     -   438,540.      671,160.      MT  (+/- 180 meters Scaled)
 DK0509
 DK0509                          SUPERSEDED SURVEY CONTROL
 DK0509
 DK0509  NGVD 29 (??/??/??)   36.749  (m)          120.57   (f) ADJUSTED    2 0
 DK0509
 DK0509.Superseded values are not recommended for survey control.
 DK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0509.See file dsdata.txt to determine how the superseded data were derived.
 DK0509
 DK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT190042(NAD 83)
 DK0509_MARKER: DB = BENCH MARK DISK
 DK0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0509_STAMPING: INDIANOLA 2 1957
 DK0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0509+STABILITY: SURFACE MOTION
 DK0509
 DK0509  HISTORY     - Date     Condition        Report By
 DK0509  HISTORY     - 1957     MONUMENTED       CGS
 DK0509  HISTORY     - 1967     GOOD             MSHD
 DK0509
 DK0509                          STATION DESCRIPTION
 DK0509
 DK0509'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0509'IN INDIANOLA.
 DK0509'LOCATED APPROXIMATELY IN THE CENTER OF THE WEST FENCE OF THE INDIANOLA
 DK0509'FOOTBALL FIELD AND IN THE NORTHWEST 1/4 OF SECTION 32, T 19N, R 4W. IT
 DK0509'IS 237 FEET SOUTH OF THE CENTER OF GRESHAM STREET, 206 FEET SOUTH OF
 DK0509'THE NORTHWEST CORNER OF THE FENCE AROUND THE FOOTBALL FIELD, 30 FEET
 DK0509'EAST OF THE CENTER OF PARK AVENUE, 8 FEET SOUTH OF A POWER POLE WITH A
 DK0509'TRANSFORMER, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, 0.6 FEET EAST
 DK0509'OF A FENCE, AND FLUSH WITH THE GROUND.  TO REACH FROM THE EAST SIDE OF
 DK0509'THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE FOR 0.15
 DK0509'MILE TO THE INTERSECTION OF GRESHAM STREET, TURN RIGHT (EAST) AND
 DK0509'CONTINUE ON GRESHAM STREET FOR 0.4 MILE TO THE INTERSECTION OF PARK
 DK0509'AVENUE.  TURN RIGHT (SOUTH) AND CONTINUE ON PARK AVENUE FOR 0.05 MILE
 DK0509'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0513 ***********************************************************************
 DK0513  DESIGNATION -  INDIANOLA 2 RM 3
 DK0513  PID         -  DK0513
 DK0513  STATE/COUNTY-  MS/SUNFLOWER
 DK0513  USGS QUAD   -  INDIANOLA (1965)
 DK0513
 DK0513                         *CURRENT SURVEY CONTROL
 DK0513  ___________________________________________________________________
 DK0513* NAD 83(1986)-  33 27 19.     (N)    090 38 26.     (W)     SCALED    
 DK0513* NAVD 88     -        36.123  (meters)     118.51   (feet)  ADJUSTED  
 DK0513  ___________________________________________________________________
 DK0513  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0513  DYNAMIC HT  -          36.085 (meters)     118.39  (feet)  COMP
 DK0513  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DK0513
 DK0513  VERT ORDER  -  SECOND    CLASS 0
 DK0513
 DK0513.The horizontal coordinates were scaled from a topographic map and have
 DK0513.an estimated accuracy of +/- 6 seconds.
 DK0513
 DK0513.The orthometric height was determined by differential leveling
 DK0513.and adjusted in June 1991.
 DK0513
 DK0513.The geoid height was determined by GEOID03.
 DK0513
 DK0513.The dynamic height is computed by dividing the NAVD 88
 DK0513.geopotential number by the normal gravity value computed on the
 DK0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0513.degrees latitude (g = 980.6199 gals.).
 DK0513
 DK0513.The modeled gravity was interpolated from observed gravity values.
 DK0513
 DK0513;                    North         East    Units  Estimated Accuracy
 DK0513;SPC MS W     -   438,570.      671,440.      MT  (+/- 180 meters Scaled)
 DK0513
 DK0513                          SUPERSEDED SURVEY CONTROL
 DK0513
 DK0513  NGVD 29 (??/??/??)   36.199  (m)          118.76   (f) ADJUSTED    2 0
 DK0513
 DK0513.Superseded values are not recommended for survey control.
 DK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0513.See file dsdata.txt to determine how the superseded data were derived.
 DK0513
 DK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT192042(NAD 83)
 DK0513_MARKER: DR = REFERENCE MARK DISK
 DK0513_SETTING: 0 = UNSPECIFIED SETTING
 DK0513_STAMPING: INDIANOLA 2 NO. 3 1957
 DK0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0513
 DK0513  HISTORY     - Date     Condition        Report By
 DK0513  HISTORY     - 1957     MONUMENTED       CGS
 DK0513  HISTORY     - 1967     GOOD             MSHD
 DK0513
 DK0513                          STATION DESCRIPTION
 DK0513
 DK0513'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0513'IN INDIANOLA.
 DK0513'LOCATED IN AN AREA BETWEEN A SIDEWALK AND THE WEST WALL OF THE MAIN
 DK0513'HIGH SCHOOL IN INDIANOLA AND JUST SOUTH OF THE NORTHWEST CORNER AND IN
 DK0513'THE NORTHWEST 1/4 OF SECTION 32, T 19N, R 4W.  IT IS 53.5 FEET
 DK0513'SOUTHEAST OF AN 10 INCH OAK, 22 FEET SOUTH OF THE INTERSECTION OF
 DK0513'WALKS, 10 FEET SOUTH OF THE NORTHWEST CORNER OF THE MOST NORTHERN PART
 DK0513'OF THE SCHOOL, 1.4 FEET WEST OF THE WEST WALL OF THE SCHOOL, 0.6 FEET
 DK0513'OF THE EAST EDGE OF A WALK, AND FLUSH WITH THE GROUND.  TO REACH FROM
 DK0513'THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON
 DK0513'CATCHINS AVENUE FOR 0.15 MILE TO THE INTERSECTION OF GRESHAM STREET,
 DK0513'TURN RIGHT (EAST) AND CONTINUE ON GRESHAM STREET FOR 0.55 MILE TO THE
 DK0513'SCHOOL, AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0512 ***********************************************************************
 DK0512  DESIGNATION -  INDIANOLA 2 RM 4
 DK0512  PID         -  DK0512
 DK0512  STATE/COUNTY-  MS/SUNFLOWER
 DK0512  USGS QUAD   -  INDIANOLA (1965)
 DK0512
 DK0512                         *CURRENT SURVEY CONTROL
 DK0512  ___________________________________________________________________
 DK0512* NAD 83(1986)-  33 27 18.     (N)    090 38 26.     (W)     SCALED    
 DK0512* NAVD 88     -        36.283  (meters)     119.04   (feet)  ADJUSTED  
 DK0512  ___________________________________________________________________
 DK0512  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0512  DYNAMIC HT  -          36.245 (meters)     118.91  (feet)  COMP
 DK0512  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DK0512
 DK0512  VERT ORDER  -  SECOND    CLASS 0
 DK0512
 DK0512.The horizontal coordinates were scaled from a topographic map and have
 DK0512.an estimated accuracy of +/- 6 seconds.
 DK0512
 DK0512.The orthometric height was determined by differential leveling
 DK0512.and adjusted in June 1991.
 DK0512
 DK0512.The geoid height was determined by GEOID03.
 DK0512
 DK0512.The dynamic height is computed by dividing the NAVD 88
 DK0512.geopotential number by the normal gravity value computed on the
 DK0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0512.degrees latitude (g = 980.6199 gals.).
 DK0512
 DK0512.The modeled gravity was interpolated from observed gravity values.
 DK0512
 DK0512;                    North         East    Units  Estimated Accuracy
 DK0512;SPC MS W     -   438,540.      671,440.      MT  (+/- 180 meters Scaled)
 DK0512
 DK0512                          SUPERSEDED SURVEY CONTROL
 DK0512
 DK0512  NGVD 29 (??/??/??)   36.359  (m)          119.29   (f) ADJUSTED    2 0
 DK0512
 DK0512.Superseded values are not recommended for survey control.
 DK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0512.See file dsdata.txt to determine how the superseded data were derived.
 DK0512
 DK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT192042(NAD 83)
 DK0512_MARKER: DR = REFERENCE MARK DISK
 DK0512_SETTING: 0 = UNSPECIFIED SETTING
 DK0512_STAMPING: INDIANOLA 2 NO. 4 1957
 DK0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0512
 DK0512  HISTORY     - Date     Condition        Report By
 DK0512  HISTORY     - 1957     MONUMENTED       CGS
 DK0512  HISTORY     - 1967     GOOD             MSHD
 DK0512
 DK0512                          STATION DESCRIPTION
 DK0512
 DK0512'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0512'IN INDIANOLA.
 DK0512'LOCATED AT THE SOUTHWEST CORNER OF THE INDIANOLA HIGH SCHOOL AND IN
 DK0512'THE NORTHWEST 1/4 OF SECTION 32, T 19N, R 4W.  IT IS 70.5 FEET
 DK0512'SOUTHEAST OF A 40 INCH OAK, 62 FEET EAST OF A FENCE, 3 FEET SOUTHEAST
 DK0512'OF A 30 INCH CONCRETE TILE, AND 0.9 FEET NORTHWEST OF THE SOUTHWEST
 DK0512'CORNER OF THE SCHOOL AND PROJECTS 3 INCHES.  TO REACH FROM THE EAST
 DK0512'SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH ON CATCHINS AVENUE
 DK0512'FOR 0.15 MILE TO THE INTERSECTION OF GRESHAM, TURN RIGHT (EAST) AND
 DK0512'CONTINUE ON GRESHAM STREET FOR 0.55 MILE TO THE SCHOOL, AND THE MARK
 DK0512'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1855 ***********************************************************************
 DK1855  DESIGNATION -  INDIANOLA 3
 DK1855  PID         -  DK1855
 DK1855  STATE/COUNTY-  MS/SUNFLOWER
 DK1855  USGS QUAD   -  INDIANOLA (1965)
 DK1855
 DK1855                         *CURRENT SURVEY CONTROL
 DK1855  ___________________________________________________________________
 DK1855* NAD 83(1993)-  33 27 19.67449(N)    090 38 28.29908(W)     ADJUSTED  
 DK1855* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 DK1855  ___________________________________________________________________
 DK1855  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK1855  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1855  HORZ ORDER  -  SECOND
 DK1855
 DK1855.The horizontal coordinates were established by classical geodetic methods
 DK1855.and adjusted by the National Geodetic Survey in May 1994.
 DK1855
 DK1855.The orthometric height was scaled from a topographic map.
 DK1855
 DK1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1855
 DK1855.The geoid height was determined by GEOID03.
 DK1855
 DK1855;                    North         East     Units Scale Factor Converg.
 DK1855;SPC MS W     -   438,594.192   671,379.523   MT  0.99996010   -0 10 11.0
 DK1855;SPC MS W     - 1,438,954.44  2,202,684.32   sFT  0.99996010   -0 10 11.0
 DK1855;UTM  15      - 3,704,270.427   719,235.168   MT  1.00019261   +1 18 03.2
 DK1855
 DK1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1855!SPC MS W     -   0.99999852  x   0.99996010  =   0.99995862
 DK1855!UTM  15      -   0.99999852  x   1.00019261  =   1.00019113
 DK1855
 DK1855:                Primary Azimuth Mark                     Grid Az
 DK1855:SPC MS W     -  INDIANOLA RAD STA KKA 989 MAST           010 24 56.0
 DK1855:UTM  15      -  INDIANOLA RAD STA KKA 989 MAST           008 56 41.8
 DK1855
 DK1855|---------------------------------------------------------------------|
 DK1855| PID    Reference Object                     Distance      Geod. Az  |
 DK1855|                                                           dddmmss.s |
 DK1855| DK1854 INDIANOLA RAD STA KKA 989 MAST      APPROX. 1.4 KM 0101445.0 |
 DK1855| DK0511 INDIANOLA RM 1                                     03348     |
 DK1855| DK0514 INDIANOLA 2                          24.971 METERS 06105     |
 DK1855| DK1847 INDIANOLA RADIO STA WNLA MAST       APPROX. 1.3 KM 0723418.4 |
 DK1855| DK0513 INDIANOLA 2 RM 3                     70.144 METERS 07513     |
 DK1855| DK0512 INDIANOLA 2 RM 4                     35.290 METERS 12728     |
 DK1855| DK0509 INDIANOLA 2 AZ MK                                  2642245.2 |
 DK1855|---------------------------------------------------------------------|
 DK1855
 DK1855                          SUPERSEDED SURVEY CONTROL
 DK1855
 DK1855  NAD 83(1986)-  33 27 19.68530(N)    090 38 28.29522(W) AD(       ) 2
 DK1855  NAD 27      -  33 27 19.25926(N)    090 38 27.97094(W) AD(       ) 2
 DK1855
 DK1855.Superseded values are not recommended for survey control.
 DK1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1855.See file dsdata.txt to determine how the superseded data were derived.
 DK1855
 DK1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1923504270(NAD 83)
 DK1855_MARKER: DS = TRIANGULATION STATION DISK
 DK1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DK1855
 DK1855  HISTORY     - Date     Condition        Report By
 DK1855  HISTORY     - 1970     MONUMENTED       NGS
 DK1855  HISTORY     - 1980     GOOD             MSSU
 DK1855
 DK1855                          STATION DESCRIPTION
 DK1855
 DK1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DK1855'THE STATION IS LOCATED IN THE EASTERN SECTION OF INDIANOLA,
 DK1855'AT THE INDIANOLA HIGH SCHOOL AND AT THE EAST EDGE OF THE
 DK1855'FOOTBALL FIELD AND TRACK OWNED BY THE AMERICAN LEGION.  IT
 DK1855'IS 152 FEET SOUTH OF THE CENTER OF GRESHAM STREET, 29 FEET
 DK1855'WEST OF THE PROJECTED CENTERLINE OF STATE STREET, 104 FEET
 DK1855'WEST OF THE WEST WALL OF THE INDIANOLA HIGH SCHOOL BUILDING,
 DK1855'AND 63 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DK1855'SMALL FIELD HOUSE BUILDING.  IT IS A TRIANGULATION STATION
 DK1855'DISK, STAMPED INDIANOLA 3 1970, FLUSH WITH THE GROUND.
 DK1855'
 DK1855'REFERENCE MARK NO. 1 IS 59.76 FEET NORTHEAST OF THE STATION.
 DK1855'IT IS 81 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 DK1855'BUILDING, 2 FEET EAST OF A WOVEN WIRE FENCE, 22 FEET WEST
 DK1855'OF THE WEST WALL OF THE FIELD HOUSE, 102 FEET SOUTH OF THE
 DK1855'CENTER OF GRESHAM STREET AND 6 FEETEAST OF THE PROJECTED
 DK1855'CENTER OF STATE STREET.  IT IS A REFERENCE MARK DISK, STAMPED
 DK1855'INDIANOLA NO 1 1939, PROJECTING 4 INCHES.
 DK1855'
 DK1855'REFERENCE MARK NO. 3 IS 230.13 FEET NORTHEAST OF THE STATION,
 DK1855'92 FEET SOUTH OF THE CENTER OF GRESHAM STREET, 10 FEET SOUTH
 DK1855'OF THE NORTHERN MOST NORTHWEST CORNER OF THE SCHOOL AND 1.5
 DK1855'FEET WEST OF THE WEST WALL OF THE SCHOOL.  IT IS REFERENCE
 DK1855'MARK DISK, STAMPED INDIANOLA 2 1957, FLUSH WITH THE GROUND.
 DK1855'
 DK1855'REFERENCE MARK NO. 4 IS 115.78 FEET SOUTH OF THE STATION
 DK1855'AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE BUILDING.  IT
 DK1855'IS A REFERENCE MARK DISK STAMPED INDIANOLA 2 1957, PROJECTING
 DK1855'3 INCHES.
 DK1855'
 DK1855'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION AT THE WEST
 DK1855'END OF THE FOOTBALL FIELD.  IT IS 31 FEET EAST OF THE CENTERLINE
 DK1855'OF PARK AVE.  1 FOOT EAST OF A HIGH WOVEN WIRE FENCE AND 9
 DK1855'FEET SOUTH OF POWER POLE WITH A TRANSFORMER.  IT IS AN AZIMUTH
 DK1855'MARK DISKSTAMPED INDIANOLA 2 1957, PROJECTING 2 INCHES.
 DK1855
 DK1855                          STATION RECOVERY (1980)
 DK1855
 DK1855'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DK1855'STATION, REFERENCE MARKS 1, 3, 4, AND AZIMUTH MARK RECOVERED IN GOOD
 DK1855'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1848 ***********************************************************************
 DK1848  DESIGNATION -  INDIANOLA CROSBY HOME APPL CO N TV MAST
 DK1848  PID         -  DK1848
 DK1848  STATE/COUNTY-  MS/SUNFLOWER
 DK1848  USGS QUAD   -  INDIANOLA (1965)
 DK1848
 DK1848                         *CURRENT SURVEY CONTROL
 DK1848  ___________________________________________________________________
 DK1848* NAD 83(1993)-  33 27 52.55844(N)    090 38 20.16784(W)     ADJUSTED  
 DK1848* NAVD 88     -              **(meters)            **(feet)            
 DK1848  ___________________________________________________________________
 DK1848  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK1848  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1848  HORZ ORDER  -  THIRD
 DK1848
 DK1848.The horizontal coordinates were established by classical geodetic methods
 DK1848.and adjusted by the National Geodetic Survey in May 1994.
 DK1848
 DK1848
 DK1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1848
 DK1848.The geoid height was determined by GEOID03.
 DK1848
 DK1848;                    North         East     Units Scale Factor Converg.
 DK1848;SPC MS W     -   439,606.651   671,592.482   MT  0.99995995   -0 10 06.7
 DK1848;SPC MS W     - 1,442,276.15  2,203,383.00   sFT  0.99995995   -0 10 06.7
 DK1848;UTM  15      - 3,705,288.256   719,422.114   MT  1.00019362   +1 18 08.9
 DK1848
 DK1848                          SUPERSEDED SURVEY CONTROL
 DK1848
 DK1848  NAD 83(1986)-  33 27 52.56898(N)    090 38 20.16404(W) AD(       ) 4
 DK1848  NAD 27      -  33 27 52.14600(N)    090 38 19.83900(W) AD(       ) 3
 DK1848
 DK1848.Superseded values are not recommended for survey control.
 DK1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1848.See file dsdata.txt to determine how the superseded data were derived.
 DK1848
 DK1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1942205288(NAD 83)
 DK1848_MARKER: 42 = RADIO/TV MAST
 DK1848
 DK1848  HISTORY     - Date     Condition        Report By
 DK1848  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1848  HISTORY     - 1967     GOOD             MSHD
 DK1848
 DK1848                          STATION DESCRIPTION
 DK1848
 DK1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1848'THE STATION IS THE CENTER OF THE TOP OF THE NORTH AND TALLEST
 DK1848'ONE OF FOUR MASTS OF THE CROSBY HOME APPLIANCE COMPANY LOCATED
 DK1848'0.3 MILE NORTH AND 0.15 MILE EAST OF THE JUNCTION OF U.S.
 DK1848'HIGHWAY 82 AND STATE HIGHWAY 448 AT THE NORTH EDGE OF INDIANOLA.
 DK1848'THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED
 DK1848'BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 DK1848'WHITE.  THE HEIGHT IS 200 FEET.
 DK1848
 DK1848                          STATION RECOVERY (1967)
 DK1848
 DK1848'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1848'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE NORTH OF U.S. HIGHWAY
 DK1848'82 AND 0.2 MILE EAST OF MISSISSIPPI HIGHWAY 448.  ONLY ONE MAST IS
 DK1848'STANDING NOW AND IS BELIEVED THAT THIS WAS THE ONE INTERSECTED.  IT
 DK1848'IS THE CENTER OF THE TOP OF THE MAST OF THE CROSBY HOME APPLIANCE
 DK1848'COMPANY.  IT IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED
 DK1848'BY GUY WIRES PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND
 DK1848'IS 200 FEET TALL.
 DK1848'
 DK1848'TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO
 DK1848'NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DK1848'HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK1848'0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 448.  TURN
 DK1848'LEFT (NORTH) AND CONTINUE ON MISSISSIPPI HIGHWAY 448 FOR 0.25 MILE
 DK1848'TO A SIDE ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE ON A NARROW
 DK1848'ALL WEATHER ROAD FOR 0.3 MILE TO THE MAST ON THE LEFT AS
 DK1848'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1852 ***********************************************************************
 DK1852  DESIGNATION -  INDIANOLA MUNICIPAL TANK
 DK1852  PID         -  DK1852
 DK1852  STATE/COUNTY-  MS/SUNFLOWER
 DK1852  USGS QUAD   -  INDIANOLA (1965)
 DK1852
 DK1852                         *CURRENT SURVEY CONTROL
 DK1852  ___________________________________________________________________
 DK1852* NAD 83(1993)-  33 26 52.53751(N)    090 38 47.81837(W)     ADJUSTED  
 DK1852* NAVD 88     -              **(meters)            **(feet)            
 DK1852  ___________________________________________________________________
 DK1852  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DK1852  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1852  HORZ ORDER  -  THIRD
 DK1852
 DK1852.The horizontal coordinates were established by classical geodetic methods
 DK1852.and adjusted by the National Geodetic Survey in May 1994.
 DK1852
 DK1852
 DK1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1852
 DK1852.The geoid height was determined by GEOID03.
 DK1852
 DK1852;                    North         East     Units Scale Factor Converg.
 DK1852;SPC MS W     -   437,759.671   670,872.939   MT  0.99996046   -0 10 21.6
 DK1852;SPC MS W     - 1,436,216.52  2,201,022.30   sFT  0.99996046   -0 10 21.6
 DK1852;UTM  15      - 3,703,422.985   718,750.055   MT  1.00018999   +1 17 51.5
 DK1852
 DK1852                          SUPERSEDED SURVEY CONTROL
 DK1852
 DK1852  NAD 83(1986)-  33 26 52.54820(N)    090 38 47.81487(W) AD(       ) 4
 DK1852  NAD 27      -  33 26 52.12100(N)    090 38 47.49300(W) AD(       ) 3
 DK1852
 DK1852.Superseded values are not recommended for survey control.
 DK1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1852.See file dsdata.txt to determine how the superseded data were derived.
 DK1852
 DK1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1875003423(NAD 83)
 DK1852_MARKER: 53 = ELEVATED TANK
 DK1852
 DK1852  HISTORY     - Date     Condition        Report By
 DK1852  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1852  HISTORY     - 1957     GOOD             CGS
 DK1852  HISTORY     - 1967     GOOD             MSHD
 DK1852  HISTORY     - 20080323 MARK NOT FOUND   MSSU
 DK1852
 DK1852                          STATION DESCRIPTION
 DK1852
 DK1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1852'THIS WATER TANK WAS LISTED IN 1939 AS THE MUNICIPAL WATER
 DK1852'TANK OF INDIANOLA.  IT IS LOCATED IN THE SOUTHEAST SECTION OF
 DK1852'INDIANOLA, IN THE NORTHEAST ANGLE OF PITT AND GREY STREETS.
 DK1852'THE TANK IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  OVERALL
 DK1852'HEIGHT IS ABOUT 125 FEET.  THE ENTIRE STRUCTURE IS PAINTED
 DK1852'ALUMINUM.
 DK1852'
 DK1852'THIS IS THE WEST ONE OF TWO WATER TANKS IN THE IMMEDIATE
 DK1852'VICINITY.  THE TANK TO THE EAST IS OWNED BY THE SUNFLOWER
 DK1852'COMPRESS COMPANY.
 DK1852
 DK1852                          STATION RECOVERY (1967)
 DK1852
 DK1852'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1852'THE STATION WAS VISITED 9-26-67 AND WAS FOUND TO BE IN GOOD
 DK1852'CONDITION.
 DK1852'
 DK1852'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF INDIANOLA IN THE
 DK1852'SOUTHEAST ANGLE OF MILL STREET AND GREY AVENUE.  THE TANK IS A FOUR
 DK1852'LEGGED STEEL STRUCTURE PAINTED SILVER AND IS APPROXIMATELY 125 FEET
 DK1852'TALL.  THIS IS THE WEST ONE OF TWO WATER TANKS IN THE IMMEDIATE
 DK1852'VICINITY.  THE TANK TO THE EAST IS OWNED BY THE SUNFLOWER
 DK1852'COMPRESS COMPANY.
 DK1852'
 DK1852'TO REACH FROM THE WEST SIDE OF THE SUNFLOWER COUNTY COURTHOUSE IN
 DK1852'INDIANOLA GO SOUTH ON CHURCH STREET FOR 0.15 MILE TO THE
 DK1852'INTERSECTION OF MILL STREET.  TURN LEFT (EAST) AND CONTINUE ON MILL
 DK1852'STREET FOR 0.2 MILE TO GREY AVENUE AND THE TANK ON THE RIGHT AS
 DK1852'DESCRIBED.
 DK1852
 DK1852                          STATION RECOVERY (2008)
 DK1852
 DK1852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008
 DK1852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1854 ***********************************************************************
 DK1854  DESIGNATION -  INDIANOLA RAD STA KKA 989 MAST
 DK1854  PID         -  DK1854
 DK1854  STATE/COUNTY-  MS/SUNFLOWER
 DK1854  USGS QUAD   -  INDIANOLA (1965)
 DK1854
 DK1854                         *CURRENT SURVEY CONTROL
 DK1854  ___________________________________________________________________
 DK1854* NAD 83(1993)-  33 28 03.18015(N)    090 38 18.91625(W)     ADJUSTED  
 DK1854* NAVD 88     -              **(meters)            **(feet)            
 DK1854  ___________________________________________________________________
 DK1854  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK1854  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK1854  HORZ ORDER  -  THIRD
 DK1854
 DK1854.The horizontal coordinates were established by classical geodetic methods
 DK1854.and adjusted by the National Geodetic Survey in May 1994.
 DK1854
 DK1854
 DK1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1854
 DK1854.The geoid height was determined by GEOID03.
 DK1854
 DK1854;                    North         East     Units Scale Factor Converg.
 DK1854;SPC MS W     -   439,933.787   671,625.761   MT  0.99995992   -0 10 06.0
 DK1854;SPC MS W     - 1,443,349.43  2,203,492.18   sFT  0.99995992   -0 10 06.0
 DK1854;UTM  15      - 3,705,616.215   719,446.989   MT  1.00019375   +1 18 09.9
 DK1854
 DK1854                          SUPERSEDED SURVEY CONTROL
 DK1854
 DK1854  NAD 83(1986)-  33 28 03.19092(N)    090 38 18.91239(W) AD(       ) 4
 DK1854  NAD 27      -  33 28 02.76900(N)    090 38 18.58800(W) AD(       ) 3
 DK1854
 DK1854.Superseded values are not recommended for survey control.
 DK1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1854.See file dsdata.txt to determine how the superseded data were derived.
 DK1854
 DK1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1944705616(NAD 83)
 DK1854_MARKER: 42 = RADIO/TV MAST
 DK1854
 DK1854  HISTORY     - Date     Condition        Report By
 DK1854  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1854  HISTORY     - 1967     SEE DESCRIPTION  MSHD
 DK1854
 DK1854                          STATION DESCRIPTION
 DK1854
 DK1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1854'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST OF THE
 DK1854'DELTA ELECTRIC POWER ASSOCIATION, REA CO-OPERATIVE, LOCATED
 DK1854'0.6 MILE NORTH AND 0.25 MILE EAST OF THE JUNCTION OF U.S.
 DK1854'HIGHWAY 82 AND STATE HIGHWAY 448 AT THE NORTH EDGE OF INDIANOLA.
 DK1854'THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED
 DK1854'BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 DK1854'WHITE.  THE HEIGHT IS 220 FEET.
 DK1854
 DK1854                          STATION RECOVERY (1967)
 DK1854
 DK1854'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1854'THE STATION IS LOCATED 0.7 MILE NORTH OF U.S. HIGHWAY 82 AND 0.2
 DK1854'MILE EAST OF MISSISSIPPI 448 IN THE SOUTHWEST 1/4 OF SECTION 29,
 DK1854'T 19N, R 4W.  THE STATION IS THE CENTER OF THE TOP OF THE RADIO
 DK1854'MAST OF THE DELTA ELECTRIC POWER ASSOCIATION REA CO-OPERATIVE.  IT
 DK1854'IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES,
 DK1854'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS 220 FEET
 DK1854'TALL.
 DK1854'
 DK1854'TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO
 DK1854'NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DK1854'HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK1854'0.3 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 448.  TURN
 DK1854'LEFT (NORTH) AND CONTINUE ON MISSISSIPPI HIGHWAY 448 FOR 0.7 MILE
 DK1854'TO A SIDE ROAD RIGHT.  TURN RIGHT (EAST) AND CONTINUE ON A
 DK1854'BLACKTOP ROAD FOR 0.2 MILE TO THE MAST ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1836 ***********************************************************************
 DK1836  DESIGNATION -  INDIANOLA RADIO STA KKE 689 KKB 87 MAST
 DK1836  PID         -  DK1836
 DK1836  STATE/COUNTY-  MS/SUNFLOWER
 DK1836  USGS QUAD   -  MOORHEAD (1965)
 DK1836
 DK1836                         *CURRENT SURVEY CONTROL
 DK1836  ___________________________________________________________________
 DK1836* NAD 83(1993)-  33 27 43.21050(N)    090 36 13.19538(W)     ADJUSTED  
 DK1836* NAVD 88     -              **(meters)            **(feet)            
 DK1836  ___________________________________________________________________
 DK1836  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DK1836  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK1836  HORZ ORDER  -  THIRD
 DK1836
 DK1836.The horizontal coordinates were established by classical geodetic methods
 DK1836.and adjusted by the National Geodetic Survey in May 1994.
 DK1836
 DK1836
 DK1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1836
 DK1836.The geoid height was determined by GEOID03.
 DK1836
 DK1836;                    North         East     Units Scale Factor Converg.
 DK1836;SPC MS W     -   439,309.576   674,870.309   MT  0.99995778   -0 08 56.6
 DK1836;SPC MS W     - 1,441,301.50  2,214,137.01   sFT  0.99995778   -0 08 56.6
 DK1836;UTM  15      - 3,705,075.369   722,707.287   MT  1.00021153   +1 19 18.6
 DK1836
 DK1836                          SUPERSEDED SURVEY CONTROL
 DK1836
 DK1836  NAD 83(1986)-  33 27 43.22111(N)    090 36 13.19182(W) AD(       ) 4
 DK1836  NAD 27      -  33 27 42.79500(N)    090 36 12.86700(W) AD(       ) 3
 DK1836
 DK1836.Superseded values are not recommended for survey control.
 DK1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1836.See file dsdata.txt to determine how the superseded data were derived.
 DK1836
 DK1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2270705075(NAD 83)
 DK1836_MARKER: 42 = RADIO/TV MAST
 DK1836
 DK1836  HISTORY     - Date     Condition        Report By
 DK1836  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1836  HISTORY     - 1967     GOOD             MSHD
 DK1836
 DK1836                          STATION DESCRIPTION
 DK1836
 DK1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1836'THE STATION IS THE CENTER OF THE TOP OF THE INDIANOLA, RADIO
 DK1836'STATIONS KKE 689 AND KKB 87 MAST, LOCATED 1.6 MILES EAST
 DK1836'OF INDIANOLA.  IT IS OF TWIN UPRIGHT CONSTRUCTION, SUPPORTED BY
 DK1836'GUY WIRES, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 DK1836'AND IS 200 FEET HIGH.  TWO LARGE PARABOLIC REFLECTORS ARE
 DK1836'ATTACHED AT THE TOP.
 DK1836'
 DK1836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49W
 DK1836'AND 82 AT THE NORTHEAST EDGE OF INDIANOLA, GO EAST ON U.S.
 DK1836'HIGHWAY 82 FOR 1.6 MILES TO THE STATION ON THE LEFT.
 DK1836
 DK1836                          STATION RECOVERY (1967)
 DK1836
 DK1836'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1836'THE STATION IS LOCATED 1.6 MILES EAST OF THE INTERSECTION OF U.S.
 DK1836'HIGHWAY 49W AND U.S. HIGHWAY 82 AT THE NORTHEAST EDGE OF INDIANOLA
 DK1836'AND IS ON THE NORTH SIDE OF U.S. HIGHWAY 82.  IT IS THE CENTER OF THE
 DK1836'TOP OF THE INDIANOLA RADIO STATIONS KKE 689 AND KKB 87 MAST.
 DK1836'THE MAST IS OF TWIN UPRIGHT CROSS-SECTION STEEL CONSTRUCTION
 DK1836'SUPPORTED BY GUY WIRES, PAINTED IN ALTERNATE SECTIONS OF RED AND
 DK1836'WHITE WITH A HEIGHT OF 200 FEET.  TWO LARG PARABOLIC REFLECTORS
 DK1836'ARE ATTACHED AT THE TOP.
 DK1836'
 DK1836'TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO
 DK1836'NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 DK1836'HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY 82 FOR
 DK1836'0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49W.  CONTINUE EAST
 DK1836'ON U.S. HIGHWAY 82 FOR 1.6 MILES TO THE MAST ON THE LEFT AS
 DK1836'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1847 ***********************************************************************
 DK1847  DESIGNATION -  INDIANOLA RADIO STA WNLA MAST
 DK1847  PID         -  DK1847
 DK1847  STATE/COUNTY-  MS/SUNFLOWER
 DK1847  USGS QUAD   -  INDIANOLA (1965)
 DK1847
 DK1847                         *CURRENT SURVEY CONTROL
 DK1847  ___________________________________________________________________
 DK1847* NAD 83(1993)-  33 27 32.15079(N)    090 37 40.87415(W)     ADJUSTED  
 DK1847* NAVD 88     -              **(meters)            **(feet)            
 DK1847  ___________________________________________________________________
 DK1847  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK1847  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DK1847  HORZ ORDER  -  THIRD
 DK1847
 DK1847.The horizontal coordinates were established by classical geodetic methods
 DK1847.and adjusted by the National Geodetic Survey in May 1994.
 DK1847
 DK1847
 DK1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1847
 DK1847.The geoid height was determined by GEOID03.
 DK1847
 DK1847;                    North         East     Units Scale Factor Converg.
 DK1847;SPC MS W     -   438,975.007   672,605.308   MT  0.99995925   -0 09 44.9
 DK1847;SPC MS W     - 1,440,203.84  2,206,705.91   sFT  0.99995925   -0 09 44.9
 DK1847;UTM  15      - 3,704,682.675   720,451.063   MT  1.00019920   +1 18 29.9
 DK1847
 DK1847                          SUPERSEDED SURVEY CONTROL
 DK1847
 DK1847  NAD 83(1986)-  33 27 32.16157(N)    090 37 40.87041(W) AD(       ) 4
 DK1847  NAD 27      -  33 27 31.73500(N)    090 37 40.54600(W) AD(       ) 3
 DK1847
 DK1847.Superseded values are not recommended for survey control.
 DK1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1847.See file dsdata.txt to determine how the superseded data were derived.
 DK1847
 DK1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2045104683(NAD 83)
 DK1847_MARKER: 42 = RADIO/TV MAST
 DK1847
 DK1847  HISTORY     - Date     Condition        Report By
 DK1847  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1847  HISTORY     - 1967     SEE DESCRIPTION  MSHD
 DK1847
 DK1847                          STATION DESCRIPTION
 DK1847
 DK1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1847'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 DK1847'STATION WNLA, LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY
 DK1847'82 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 49 W AT THE
 DK1847'NORTHEAST EDGE OF INDIANOLA.  THE MAST IS A UNIFORM CROSS-SECTION
 DK1847'STEEL STRUCTURE SUPPORTED BY GUY WIRES AND IS PAINTED IN
 DK1847'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE HEIGHT IS 200 FEET.
 DK1847
 DK1847                          STATION RECOVERY (1967)
 DK1847
 DK1847'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1847'THE MARK IS LOCATED 0.2 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 49W
 DK1847'AND U.S. HIGHWAY 82 AT THE NORTHEAST EDGE OF INDIANOLA AND IS ON
 DK1847'THE NORTH SIDE OF U.S. HIGHWAY 82.  IT IS THE CENTER OF THE TOP OF
 DK1847'THE MAST OF RADIO STATION WNLA.  THE MAST IS A UNIFORM
 DK1847'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND IS PAINTED
 DK1847'IN ALTERNATE SECTIONS OF ORANGE AND WHITE A HEIGHT OF 200 FEET.
 DK1847'
 DK1847'TO REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA
 DK1847'GO NORTH ON CATCHINS AVENUE FOR 0.3 MILE TO THE INTERSECTION OF
 DK1847'U.S. HIGHWAY 82.  TURN RIGHT (EAST) AND CONTINUE ON U.S. HIGHWAY
 DK1847'82 FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 49W.  CONTINUE
 DK1847'EAST ON U.S. HIGHWAY 82 FOR 0.2 MILE TO THE MAST ON THE LEFT AS
 DK1847'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0511 ***********************************************************************
 DK0511  DESIGNATION -  INDIANOLA RM 1
 DK0511  PID         -  DK0511
 DK0511  STATE/COUNTY-  MS/SUNFLOWER
 DK0511  USGS QUAD   -  INDIANOLA (1965)
 DK0511
 DK0511                         *CURRENT SURVEY CONTROL
 DK0511  ___________________________________________________________________
 DK0511* NAD 83(1986)-  33 27 20.     (N)    090 38 27.     (W)     SCALED    
 DK0511* NAVD 88     -        36.239  (meters)     118.89   (feet)  ADJUSTED  
 DK0511  ___________________________________________________________________
 DK0511  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK0511  DYNAMIC HT  -          36.201 (meters)     118.77  (feet)  COMP
 DK0511  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DK0511
 DK0511  VERT ORDER  -  SECOND    CLASS 0
 DK0511
 DK0511.The horizontal coordinates were scaled from a topographic map and have
 DK0511.an estimated accuracy of +/- 6 seconds.
 DK0511
 DK0511.The orthometric height was determined by differential leveling
 DK0511.and adjusted in June 1991.
 DK0511
 DK0511.The geoid height was determined by GEOID03.
 DK0511
 DK0511.The dynamic height is computed by dividing the NAVD 88
 DK0511.geopotential number by the normal gravity value computed on the
 DK0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0511.degrees latitude (g = 980.6199 gals.).
 DK0511
 DK0511.The modeled gravity was interpolated from observed gravity values.
 DK0511
 DK0511;                    North         East    Units  Estimated Accuracy
 DK0511;SPC MS W     -   438,600.      671,410.      MT  (+/- 180 meters Scaled)
 DK0511
 DK0511                          SUPERSEDED SURVEY CONTROL
 DK0511
 DK0511  NGVD 29 (??/??/??)   36.315  (m)          119.14   (f) ADJUSTED    2 0
 DK0511
 DK0511.Superseded values are not recommended for survey control.
 DK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0511.See file dsdata.txt to determine how the superseded data were derived.
 DK0511
 DK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT192042(NAD 83)
 DK0511_MARKER: DR = REFERENCE MARK DISK
 DK0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0511_STAMPING: INDIANOLA 1939
 DK0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0511+STABILITY: SURFACE MOTION
 DK0511
 DK0511  HISTORY     - Date     Condition        Report By
 DK0511  HISTORY     - 1939     MONUMENTED       CGS
 DK0511  HISTORY     - 1967     GOOD             MSHD
 DK0511
 DK0511                          STATION DESCRIPTION
 DK0511
 DK0511'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0511'IN INDIANOLA.
 DK0511'LOCATED ON THE NORTHWEST LAWN OF THE INDIANOLA HIGH SCHOOL, 0.25 MILE
 DK0511'EAST OF MISSISSIPPI HIGHWAY 448, 0.15 MILE SOUTH OF U.S. HIGHWAY 82,
 DK0511'AND IN THE NORTHWEST 1/4 OF SECTION 32, T 19N, R 4W.  IT IS 28.5 FEET
 DK0511'NORTHWEST OF THE SOUTHWEST CORNER OF THE ATHLETIC BUILDING, 74 FEET
 DK0511'SOUTH OF A FENCE CORNER, 60 FEET NORTH OF A 40 INCH OAK, 56 FEET
 DK0511'SOUTHWEST OF A POWER POLE, 14 FEET NORTH OF THE MOST NORTHERN GATE
 DK0511'POST, 1.6 FEET EAST OF THE STADIUM FENCE, AND PROJECTS 6 INCHES.  TO
 DK0511'REACH FROM THE EAST SIDE OF THE U.S. POST OFFICE IN INDIANOLA GO NORTH
 DK0511'ON CATCHINS AVENUE FOR 0.15 MILE TO THE INTERSECTION OF GRESHAM
 DK0511'STREET, TURN RIGHT (EAST) AND CONTINUE ON GRESHAM STREET FOR 0.55 MILE
 DK0511'TO THE HIGH SCHOOL, AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1849 ***********************************************************************
 DK1849  DESIGNATION -  INDIANOLA SUNFLOWER CO LGE TK
 DK1849  PID         -  DK1849
 DK1849  STATE/COUNTY-  MS/SUNFLOWER
 DK1849  USGS QUAD   -  INDIANOLA (1965)
 DK1849
 DK1849                         *CURRENT SURVEY CONTROL
 DK1849  ___________________________________________________________________
 DK1849* NAD 83(1993)-  33 26 54.02308(N)    090 38 37.80638(W)     ADJUSTED  
 DK1849* NAVD 88     -              **(meters)            **(feet)            
 DK1849  ___________________________________________________________________
 DK1849  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DK1849  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK1849  HORZ ORDER  -  THIRD
 DK1849
 DK1849.The horizontal coordinates were established by classical geodetic methods
 DK1849.and adjusted by the National Geodetic Survey in May 1994.
 DK1849
 DK1849
 DK1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1849
 DK1849.The geoid height was determined by GEOID03.
 DK1849
 DK1849;                    North         East     Units Scale Factor Converg.
 DK1849;SPC MS W     -   437,804.662   671,131.646   MT  0.99996027   -0 10 16.1
 DK1849;SPC MS W     - 1,436,364.13  2,201,871.08   sFT  0.99996027   -0 10 16.1
 DK1849;UTM  15      - 3,703,474.612   719,007.582   MT  1.00019138   +1 17 57.1
 DK1849
 DK1849                          SUPERSEDED SURVEY CONTROL
 DK1849
 DK1849  NAD 83(1986)-  33 26 54.03373(N)    090 38 37.80274(W) AD(       ) 4
 DK1849  NAD 27      -  33 26 53.60800(N)    090 38 37.48200(W) AD(       ) 3
 DK1849
 DK1849.Superseded values are not recommended for survey control.
 DK1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1849.See file dsdata.txt to determine how the superseded data were derived.
 DK1849
 DK1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1900803475(NAD 83)
 DK1849_MARKER: 53 = ELEVATED TANK
 DK1849
 DK1849  HISTORY     - Date     Condition        Report By
 DK1849  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1849  HISTORY     - 1957     GOOD             CGS
 DK1849  HISTORY     - 1967     GOOD             MSHD
 DK1849
 DK1849                          STATION DESCRIPTION
 DK1849
 DK1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1849'THIS STATION WAS LISTED IN 1939 AS THE INDIANOLA, SUNFLOWER
 DK1849'COMPRESS CO., LARGE WATER TANK, BUT NO DESCRIPTION IS AVAILABLE.
 DK1849'
 DK1849'THE STATION IS THE FINIAL AT THE APEX OF THE INDIANOLA, SUNFLOWER
 DK1849'COMPRESS COMPANY WATER TANK.  IT IS LOCATED IN THE SOUTHEAST
 DK1849'SECTION OF INDIANOLA AT THE SUNFLOWER COMPRESS COMPANY WAREHOUSE.
 DK1849'THE APPROXIMATE CENTER OF THE BASE OF THE TANK IS 87 FEET
 DK1849'EAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK GARAGE,
 DK1849'87 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN LINE OF A RAILROAD
 DK1849'AND 24 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD SIDE TRACK.
 DK1849'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL
 DK1849'STRUCTURE--OVERALL HEIGHT IS 120 FEET.  THE ENTIRE STRUCTURE
 DK1849'IS PAINTED ALUMINUM.
 DK1849
 DK1849                          STATION RECOVERY (1967)
 DK1849
 DK1849'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1849'THE STATION WAS VISITED 9-26-67 AND WAS FOUND TO BE IN GOOD
 DK1849'CONDITION.
 DK1849'
 DK1849'THE STATION IS THE FINAL AT THE APEX OF THE INDIANOLA, SUNFLOWER
 DK1849'COMPRESS COMPANY WATER TANK.  IT IS LOCATED IN THE SOUTHEAST SECTION
 DK1849'OF INDIANOLA AT THE SUNFLOWER COMPRESS WAREHOUSE.  IT IS A FOUR
 DK1849'LEGGED STEEL STRUCTURE, PAINTED SILVER WITH AN OVERALL HEIGHT OF 120
 DK1849'FEET.  THE APPROXIMATE CENTER OF THE BASE OF THE TANK IS 87 FEET
 DK1849'EAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK GARAGE, 87
 DK1849'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK AND IS 24 FEET
 DK1849'NORTH OF THE NORTH RAIL OF THE SIDE TRACK.
 DK1849'
 DK1849'TO REACH FROM THE SOUTH ENTRANCE TO THE SUNFLOWER COUNTY COURTHOUSE
 DK1849'GO EAST ON SECOND STREET FOR 0.4 MILE TO A SIDE STREET RIGHT.  TURN
 DK1849'RIGHT (SOUTH) AND CONTINUE ON INVERNESS ROAD FOR 0.05 MILE TO THE
 DK1849'CROSSING OF THE COLUMBUS AND GREENVILLE RAILROAD TRACK AND THE
 DK1849'TANK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2285 ***********************************************************************
 BH2285  DESIGNATION -  INGALLS 1970
 BH2285  PID         -  BH2285
 BH2285  STATE/COUNTY-  MS/JACKSON
 BH2285  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2285
 BH2285                         *CURRENT SURVEY CONTROL
 BH2285  ___________________________________________________________________
 BH2285* NAD 83(1993)-  30 20 47.48021(N)    088 33 46.94635(W)     ADJUSTED  
 BH2285* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 BH2285  ___________________________________________________________________
 BH2285  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2285  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2285  HORZ ORDER  -  SECOND
 BH2285
 BH2285.The horizontal coordinates were established by classical geodetic methods
 BH2285.and adjusted by the National Geodetic Survey in May 1994.
 BH2285
 BH2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2285
 BH2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2285
 BH2285.The geoid height was determined by GEOID03.
 BH2285
 BH2285;                    North         East     Units Scale Factor Converg.
 BH2285;SPC MS E     -    93,864.255   325,987.201   MT  0.99995833   +0 08 11.6
 BH2285;SPC MS E     -   307,952.98  1,069,509.68   sFT  0.99995833   +0 08 11.6
 BH2285;UTM  16      - 3,358,219.324   349,765.656   MT  0.99987845   -0 47 23.4
 BH2285
 BH2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2285!SPC MS E     -   1.00000409  x   0.99995833  =   0.99996242
 BH2285!UTM  16      -   1.00000409  x   0.99987845  =   0.99988254
 BH2285
 BH2285|---------------------------------------------------------------------|
 BH2285| PID    Reference Object                     Distance      Geod. Az  |
 BH2285|                                                           dddmmss.s |
 BH2285| BH2284 INGALLS E 1970                      101.223 METERS 01849     |
 BH2285| BH2265 FORD                                378.357 METERS 12401     |
 BH2285| BH2286 INGALLS RM 1970                     151.362 METERS 24619     |
 BH2285| BH2288 INGALLS W 1970                      APPROX. 0.6 KM 2580008.3 |
 BH2285| BH2287 INGALLS E RM 1970                   213.410 METERS 27008     |
 BH2285|---------------------------------------------------------------------|
 BH2285
 BH2285                          SUPERSEDED SURVEY CONTROL
 BH2285
 BH2285  NAD 83(1993)-  30 20 47.48871(N)    088 33 46.94189(W) AD(       ) 2
 BH2285  NAD 83(1986)-  30 20 47.50490(N)    088 33 46.93758(W) AD(       ) 2
 BH2285  NAD 27      -  30 20 46.77998(N)    088 33 46.87825(W) AD(       ) 2
 BH2285  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG    3  
 BH2285
 BH2285.Superseded values are not recommended for survey control.
 BH2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2285.See file dsdata.txt to determine how the superseded data were derived.
 BH2285
 BH2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4976658219(NAD 83)
 BH2285_MARKER: DS = TRIANGULATION STATION DISK
 BH2285_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2285_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BH2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2285+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 BH2285
 BH2285  HISTORY     - Date     Condition        Report By
 BH2285  HISTORY     - 1970     MONUMENTED       NGS
 BH2285  HISTORY     - 1986     GOOD             USPSQD
 BH2285  HISTORY     - 20080228 GOOD             ROWESE
 BH2285
 BH2285                          STATION DESCRIPTION
 BH2285
 BH2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2285'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA,
 BH2285'IN THE INGALLS SHIPBUILDING DIVISION, EAST BANK FACILITIES.
 BH2285'
 BH2285'TO REACH THE STATION FROM GATE 3, AT THE ENTRANCE TO THE
 BH2285'SHIPYARD, GO WEST ON THE PAVED ROAD FOR 0.05 MILE, TURN LEFT
 BH2285'AND GO SOUTHERLY ON A PAVED ROAD FOR 0.55 MILE TO STATION
 BH2285'INGALLS E ON THE RIGHT, GO SOUTHWEST ACROSS PAVED PARKING AREA
 BH2285'FOR 0.05 MILE TO THE STATION.
 BH2285'
 BH2285'THE STATION MARK IS A STANDARD DISK STAMPED INGALLS 1970, SET
 BH2285'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH
 BH2285'THE PAVED PARKING AREA.  IT IS 34 FEET SOUTHEAST OF THE
 BH2285'SOUTHEAST CORNER OF A GRAVING DOCK, 26.7 FEET EAST OF THE EAST
 BH2285'END OF THE SOUTH RAIL FOR A CRANE AND 19.5 FEET NORTHWEST OF
 BH2285'THE CENTER OF A METAL MANHOLE COVER.
 BH2285'
 BH2285'THE REFERENCE MARK IS A STANDARD DISK STAMPED INGALLS 1970,
 BH2285'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE CRANE.  IT
 BH2285'IS 37 FEET NORTHEAST OF THE NORTHWEST CORNER OF A METAL
 BH2285'BUILDING AND 6 FEET EAST OF THE WEST END OF THE CONCRETE
 BH2285'FOOTING.
 BH2285'
 BH2285'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BH2285
 BH2285                          STATION RECOVERY (1986)
 BH2285
 BH2285'RECOVERY NOTE BY US POWER SQUADRON 1986 (CM)
 BH2285'RECOVERED IN GOOD CONDITION.
 BH2285
 BH2285                          STATION RECOVERY (2008)
 BH2285
 BH2285'RECOVERY NOTE BY ROWE SURVEYING AND ENGINEERING 2008 (RBW)
 BH2285'MARK IS INSIDE INGALLS EAST BANK SHIPYARD WHICH IS GATED. CONTACT
 BH2285'INGALLS SECURITY FOR ENTRY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2284 ***********************************************************************
 BH2284  DESIGNATION -  INGALLS E 1970
 BH2284  PID         -  BH2284
 BH2284  STATE/COUNTY-  MS/JACKSON
 BH2284  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2284
 BH2284                         *CURRENT SURVEY CONTROL
 BH2284  ___________________________________________________________________
 BH2284* NAD 83(1993)-  30 20 50.59176(N)    088 33 45.72436(W)     ADJUSTED  
 BH2284* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 BH2284  ___________________________________________________________________
 BH2284  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2284  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2284  HORZ ORDER  -  SECOND
 BH2284
 BH2284.The horizontal coordinates were established by classical geodetic methods
 BH2284.and adjusted by the National Geodetic Survey in May 1994.
 BH2284
 BH2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2284
 BH2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2284
 BH2284.The geoid height was determined by GEOID03.
 BH2284
 BH2284;                    North         East     Units Scale Factor Converg.
 BH2284;SPC MS E     -    93,960.145   326,019.608   MT  0.99995835   +0 08 12.2
 BH2284;SPC MS E     -   308,267.58  1,069,616.00   sFT  0.99995835   +0 08 12.2
 BH2284;UTM  16      - 3,358,314.671   349,799.606   MT  0.99987832   -0 47 22.9
 BH2284
 BH2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2284!SPC MS E     -   1.00000416  x   0.99995835  =   0.99996251
 BH2284!UTM  16      -   1.00000416  x   0.99987832  =   0.99988248
 BH2284
 BH2284:                Primary Azimuth Mark                     Grid Az
 BH2284:SPC MS E     -  INGALLS N 1970                           000 47 27.7
 BH2284:UTM  16      -  INGALLS N 1970                           001 43 02.8
 BH2284
 BH2284|---------------------------------------------------------------------|
 BH2284| PID    Reference Object                     Distance      Geod. Az  |
 BH2284|                                                           dddmmss.s |
 BH2284| BH2283 INGALLS N 1970                      APPROX. 0.6 KM 0005539.9 |
 BH2284| BH2282 INGALLS N 1970 RM                   APPROX. 0.6 KM 0020500.7 |
 BH2284| BH2265 FORD                                416.524 METERS 1373448.0 |
 BH2284| BH2285 INGALLS 1970                        101.223 METERS 19849     |
 BH2284| BH2287 INGALLS E RM 1970                   263.859 METERS 24850     |
 BH2284| BH2251 PASCAGOULA PORT AUTH ELEVATOR       APPROX. 1.2 KM 3411002.6 |
 BH2284|---------------------------------------------------------------------|
 BH2284
 BH2284                          SUPERSEDED SURVEY CONTROL
 BH2284
 BH2284  NAD 83(1993)-  30 20 50.60025(N)    088 33 45.71989(W) AD(       ) 2
 BH2284  NAD 83(1986)-  30 20 50.61658(N)    088 33 45.71556(W) AD(       ) 2
 BH2284  NAD 27      -  30 20 49.89160(N)    088 33 45.65624(W) AD(       ) 2
 BH2284  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG    3  
 BH2284
 BH2284.Superseded values are not recommended for survey control.
 BH2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2284.See file dsdata.txt to determine how the superseded data were derived.
 BH2284
 BH2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4980058315(NAD 83)
 BH2284_MARKER: DS = TRIANGULATION STATION DISK
 BH2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2284+STABILITY: SURFACE MOTION
 BH2284
 BH2284  HISTORY     - Date     Condition        Report By
 BH2284  HISTORY     - 1970     MONUMENTED       NGS
 BH2284
 BH2284                          STATION DESCRIPTION
 BH2284
 BH2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2284'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA,
 BH2284'IN THE INGALLS SHIPBUILDING DIVISION, EAST BANK FACILITIES.
 BH2284'
 BH2284'TO REACH THE STATION FROM GATE 3, AT THE ENTRANCE TO THE
 BH2284'SHIPYARD, GO WEST FOR 0.05 MILE, TURN LEFT AND GO SOUTHERLY ON
 BH2284'A PAVED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT, AT THE
 BH2284'EAST END OF A LARGE CRANE.
 BH2284'
 BH2284'THE STATION MARK IS A STANDARD DISK STAMPED INGALLS E 1970,
 BH2284'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 BH2284'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 31.4 FEET
 BH2284'SOUTHEAST OF THE NORTH CRANE TRACK, 28.4 FEET WEST OF THE WEST
 BH2284'RAIL OF A NORTH-SOUTH RAILROAD TRACK, 11.6 FEET SOUTH OF THE
 BH2284'SOUTH RAIL OF AN EAST-WEST RAILROAD TRACK AND 11.3 FEET EAST OF
 BH2284'THE SOUTH CRANE TRACK.
 BH2284'
 BH2284'THE REFERENCE MARK IS A STANDARD DISK STAMPED INGALLS E 1970,
 BH2284'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER WHICH SUPPORTS
 BH2284'THE CRANE.  IT IS 34 FEET NORTH OF THE SOUTH EDGE OF PIER, 23.6
 BH2284'FEET EAST OF THE WEST END OF PIER, 16 FEET SOUTH OF THE NORTH
 BH2284'EDGE OF PIER, 3.1 FEET EAST OF THE WEST END OF CRANE TRACKS AND
 BH2284'0.6 FOOT SOUTH OF THE NORTH CRANE TRACK.
 BH2284'
 BH2284'HEIGHT OF LIGHT ABOVE STATION MARK 14.9 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2287 ***********************************************************************
 BH2287  DESIGNATION -  INGALLS E RM 1970
 BH2287  PID         -  BH2287
 BH2287  STATE/COUNTY-  MS/JACKSON
 BH2287  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2287
 BH2287                         *CURRENT SURVEY CONTROL
 BH2287  ___________________________________________________________________
 BH2287* NAD 83(1993)-  30 20 47.49673(N)    088 33 54.93676(W)     ADJUSTED  
 BH2287* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 BH2287  ___________________________________________________________________
 BH2287  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2287  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2287  HORZ ORDER  -  SECOND
 BH2287
 BH2287.The horizontal coordinates were established by classical geodetic methods
 BH2287.and adjusted by the National Geodetic Survey in May 1994.
 BH2287
 BH2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2287
 BH2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2287
 BH2287.The geoid height was determined by GEOID03.
 BH2287
 BH2287;                    North         East     Units Scale Factor Converg.
 BH2287;SPC MS E     -    93,864.257   325,773.800   MT  0.99995819   +0 08 07.6
 BH2287;SPC MS E     -   307,952.98  1,068,809.54   sFT  0.99995819   +0 08 07.6
 BH2287;UTM  16      - 3,358,222.776   349,552.300   MT  0.99987924   -0 47 27.5
 BH2287
 BH2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2287!SPC MS E     -   1.00000411  x   0.99995819  =   0.99996230
 BH2287!UTM  16      -   1.00000411  x   0.99987924  =   0.99988335
 BH2287
 BH2287                          SUPERSEDED SURVEY CONTROL
 BH2287
 BH2287  NAD 83(1993)-  30 20 47.50526(N)    088 33 54.93231(W) AD(       ) 2
 BH2287  NAD 83(1986)-  30 20 47.52141(N)    088 33 54.92827(W) AD(       ) 2
 BH2287  NAD 27      -  30 20 46.79652(N)    088 33 54.86869(W) AD(       ) 2
 BH2287  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG    3  
 BH2287
 BH2287.Superseded values are not recommended for survey control.
 BH2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2287.See file dsdata.txt to determine how the superseded data were derived.
 BH2287
 BH2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4955258223(NAD 83)
 BH2287_MARKER: DS = TRIANGULATION STATION DISK
 BH2287_SETTING: 0 = UNSPECIFIED SETTING
 BH2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2287
 BH2287  HISTORY     - Date     Condition        Report By
 BH2287  HISTORY     - 1970     MONUMENTED       NGS
 BH2287
 BH2287                          STATION DESCRIPTION
 BH2287
 BH2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2287'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA,
 BH2287'IN THE INGALLS SHIPBUILDING DIVISION, EAST BANK FACILITIES.
 BH2287'
 BH2287'TO REACH THE STATION FROM GATE 3, AT THE ENTRANCE TO THE
 BH2287'SHIPYARD, GO WEST FOR 0.05 MILE, TURN LEFT AND GO SOUTHERLY ON
 BH2287'A PAVED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT, AT THE
 BH2287'EAST END OF A LARGE CRANE.
 BH2287'
 BH2287'THE REFERENCE MARK IS A STANDARD DISK STAMPED INGALLS E 1970,
 BH2287'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER WHICH SUPPORTS
 BH2287'THE CRANE.  IT IS 34 FEET NORTH OF THE SOUTH EDGE OF PIER, 23.6
 BH2287'FEET EAST OF THE WEST END OF PIER, 16 FEET SOUTH OF THE NORTH
 BH2287'EDGE OF PIER, 3.1 FEET EAST OF THE WEST END OF CRANE TRACKS AND
 BH2287'0.6 FOOT SOUTH OF THE NORTH CRANE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2283 ***********************************************************************
 BH2283  DESIGNATION -  INGALLS N 1970
 BH2283  PID         -  BH2283
 BH2283  STATE/COUNTY-  MS/JACKSON
 BH2283  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2283
 BH2283                         *CURRENT SURVEY CONTROL
 BH2283  ___________________________________________________________________
 BH2283* NAD 83(1993)-  30 21 09.77090(N)    088 33 45.36624(W)     ADJUSTED  
 BH2283* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 BH2283  ___________________________________________________________________
 BH2283  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BH2283  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2283  HORZ ORDER  -  SECOND
 BH2283
 BH2283.The horizontal coordinates were established by classical geodetic methods
 BH2283.and adjusted by the National Geodetic Survey in May 1994.
 BH2283
 BH2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2283
 BH2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2283
 BH2283.The geoid height was determined by GEOID03.
 BH2283
 BH2283;                    North         East     Units Scale Factor Converg.
 BH2283;SPC MS E     -    94,550.744   326,027.762   MT  0.99995835   +0 08 12.5
 BH2283;SPC MS E     -   310,205.23  1,069,642.75   sFT  0.99995835   +0 08 12.5
 BH2283;UTM  16      - 3,358,905.013   349,817.308   MT  0.99987826   -0 47 23.2
 BH2283
 BH2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2283!SPC MS E     -   1.00000396  x   0.99995835  =   0.99996231
 BH2283!UTM  16      -   1.00000396  x   0.99987826  =   0.99988222
 BH2283
 BH2283|---------------------------------------------------------------------|
 BH2283| PID    Reference Object                     Distance      Geod. Az  |
 BH2283|                                                           dddmmss.s |
 BH2283| BH2282 INGALLS N 1970 RM                    16.876 METERS 13710     |
 BH2283| BH2284 INGALLS E 1970                      APPROX. 0.6 KM 1805540.1 |
 BH2283| BH2251 PASCAGOULA PORT AUTH ELEVATOR       APPROX. 0.6 KM 3230513.2 |
 BH2283|---------------------------------------------------------------------|
 BH2283
 BH2283                          SUPERSEDED SURVEY CONTROL
 BH2283
 BH2283  NAD 83(1993)-  30 21 09.77939(N)    088 33 45.36165(W) AD(       ) 2
 BH2283  NAD 83(1986)-  30 21 09.79573(N)    088 33 45.35749(W) AD(       ) 2
 BH2283  NAD 27      -  30 21 09.07135(N)    088 33 45.29785(W) AD(       ) 2
 BH2283  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG    3  
 BH2283
 BH2283.Superseded values are not recommended for survey control.
 BH2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2283.See file dsdata.txt to determine how the superseded data were derived.
 BH2283
 BH2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4981758905(NAD 83)
 BH2283_MARKER: DS = TRIANGULATION STATION DISK
 BH2283_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH2283_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BH2283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2283
 BH2283  HISTORY     - Date     Condition        Report By
 BH2283  HISTORY     - 1970     MONUMENTED       NGS
 BH2283
 BH2283                          STATION DESCRIPTION
 BH2283
 BH2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2283'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA,
 BH2283'IN THE INGALLS SHIPBUILDING DIVISION, EAST BANK FACILITIES.
 BH2283'
 BH2283'TO REACH THE STATION FROM GATE 3, AT THE ENTRANCE TO THE
 BH2283'SHIPYARD, GO WEST ON PAVED ROAD FOR 0.05 MILE, TURN LEFT AND GO
 BH2283'SOUTHERLY ON A PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE
 BH2283'RIGHT.
 BH2283'
 BH2283'THE STATION MARK IS A STANDARD DISK STAMPED INGALLS N 1970,
 BH2283'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH
 BH2283'WITH THE GROUND SURFACE.  IT IS 67.8 FEET NORTHWEST OF THE
 BH2283'NORTHWEST CORNER OF BUILDING NUMBER W4, 34 FEET WEST OF THE
 BH2283'CENTER OF THE PAVED ROAD AND 11.5 FEET WEST OF THE WEST RAIL OF
 BH2283'RAILROAD TRACKS.
 BH2283'
 BH2283'THE REFERENCE MARK IS A STANDARD DISK STAMPED INGALLS N 1970,
 BH2283'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 BH2283'WITH THE GROUND SURFACE.  IT IS 15 FEET NORTH OF THE NORTHWEST
 BH2283'CORNER OF THE BUILDING, 14 FEET EAST OF THE CENTER OF THE PAVED
 BH2283'ROAD AND 2.4 FEET NORTHWEST OF A METAL HAND RAIL.
 BH2283'
 BH2283'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2282 ***********************************************************************
 BH2282  DESIGNATION -  INGALLS N 1970 RM
 BH2282  PID         -  BH2282
 BH2282  STATE/COUNTY-  MS/JACKSON
 BH2282  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2282
 BH2282                         *CURRENT SURVEY CONTROL
 BH2282  ___________________________________________________________________
 BH2282* NAD 83(1993)-  30 21 09.36898(N)    088 33 44.93668(W)     ADJUSTED  
 BH2282* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 BH2282  ___________________________________________________________________
 BH2282  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BH2282  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH2282  HORZ ORDER  -  SECOND
 BH2282
 BH2282.The horizontal coordinates were established by classical geodetic methods
 BH2282.and adjusted by the National Geodetic Survey in May 1994.
 BH2282
 BH2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2282
 BH2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2282
 BH2282.The geoid height was determined by GEOID03.
 BH2282
 BH2282;                    North         East     Units Scale Factor Converg.
 BH2282;SPC MS E     -    94,538.395   326,039.263   MT  0.99995836   +0 08 12.7
 BH2282;SPC MS E     -   310,164.72  1,069,680.48   sFT  0.99995836   +0 08 12.7
 BH2282;UTM  16      - 3,358,892.481   349,828.607   MT  0.99987822   -0 47 22.9
 BH2282
 BH2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2282!SPC MS E     -   1.00000392  x   0.99995836  =   0.99996228
 BH2282!UTM  16      -   1.00000392  x   0.99987822  =   0.99988214
 BH2282
 BH2282:                Primary Azimuth Mark                     Grid Az
 BH2282:SPC MS E     -  INGALLS E 1970                           181 56 48.4
 BH2282:UTM  16      -  INGALLS E 1970                           182 52 24.0
 BH2282
 BH2282|---------------------------------------------------------------------|
 BH2282| PID    Reference Object                     Distance      Geod. Az  |
 BH2282|                                                           dddmmss.s |
 BH2282| BH2284 INGALLS E 1970                      APPROX. 0.6 KM 1820501.1 |
 BH2282| BH2283 INGALLS N 1970                       16.876 METERS 31710     |
 BH2282|---------------------------------------------------------------------|
 BH2282
 BH2282                          SUPERSEDED SURVEY CONTROL
 BH2282
 BH2282  NAD 83(1993)-  30 21 09.37746(N)    088 33 44.93209(W) AD(       ) 2
 BH2282  NAD 83(1986)-  30 21 09.39378(N)    088 33 44.92791(W) AD(       ) 2
 BH2282  NAD 27      -  30 21 08.66938(N)    088 33 44.86828(W) AD(       ) 2
 BH2282  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG    3  
 BH2282
 BH2282.Superseded values are not recommended for survey control.
 BH2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2282.See file dsdata.txt to determine how the superseded data were derived.
 BH2282
 BH2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4982958892(NAD 83)
 BH2282_MARKER: DS = TRIANGULATION STATION DISK
 BH2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2282_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2282+STABILITY: SURFACE MOTION
 BH2282
 BH2282  HISTORY     - Date     Condition        Report By
 BH2282  HISTORY     - 1970     MONUMENTED       NGS
 BH2282
 BH2282                          STATION DESCRIPTION
 BH2282
 BH2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2282'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA,
 BH2282'IN THE INGALLS SHIPBUILDING DIVISION, EAST BANK FACILITIES.
 BH2282'
 BH2282'TO REACH THE STATION FROM GATE 3, AT THE ENTRANCE TO THE
 BH2282'SHIPYARD, GO WEST ON PAVED ROAD FOR 0.05 MILE, TURN LEFT AND GO
 BH2282'SOUTHERLY ON A PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE
 BH2282'RIGHT.
 BH2282'
 BH2282'THE REFERENCE MARK IS A STANDARD DISK STAMPED INGALLS N 1970,
 BH2282'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 BH2282'WITH THE GROUND SURFACE.  IT IS 15 FEET NORTH OF THE NORTHWEST
 BH2282'CORNER OF THE BUILDING, 14 FEET EAST OF THE CENTER OF THE PAVED
 BH2282'ROAD AND 2.4 FEET NORTHWEST OF A METAL HAND RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2286 ***********************************************************************
 BH2286  DESIGNATION -  INGALLS RM 1970
 BH2286  PID         -  BH2286
 BH2286  STATE/COUNTY-  MS/JACKSON
 BH2286  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2286
 BH2286                         *CURRENT SURVEY CONTROL
 BH2286  ___________________________________________________________________
 BH2286* NAD 83(1993)-  30 20 45.50629(N)    088 33 52.13654(W)     ADJUSTED  
 BH2286* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 BH2286  ___________________________________________________________________
 BH2286  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BH2286  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2286  HORZ ORDER  -  SECOND
 BH2286
 BH2286.The horizontal coordinates were established by classical geodetic methods
 BH2286.and adjusted by the National Geodetic Survey in May 1994.
 BH2286
 BH2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2286
 BH2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2286
 BH2286.The geoid height was determined by GEOID03.
 BH2286
 BH2286;                    North         East     Units Scale Factor Converg.
 BH2286;SPC MS E     -    93,803.143   325,848.731   MT  0.99995824   +0 08 09.0
 BH2286;SPC MS E     -   307,752.48  1,069,055.38   sFT  0.99995824   +0 08 09.0
 BH2286;UTM  16      - 3,358,160.464   349,626.227   MT  0.99987897   -0 47 26.0
 BH2286
 BH2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2286!SPC MS E     -   1.00000411  x   0.99995824  =   0.99996235
 BH2286!UTM  16      -   1.00000411  x   0.99987897  =   0.99988308
 BH2286
 BH2286                          SUPERSEDED SURVEY CONTROL
 BH2286
 BH2286  NAD 83(1993)-  30 20 45.51481(N)    088 33 52.13209(W) AD(       ) 2
 BH2286  NAD 83(1986)-  30 20 45.53091(N)    088 33 52.12793(W) AD(       ) 2
 BH2286  NAD 27      -  30 20 44.80595(N)    088 33 52.06848(W) AD(       ) 2
 BH2286  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG    3  
 BH2286
 BH2286.Superseded values are not recommended for survey control.
 BH2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2286.See file dsdata.txt to determine how the superseded data were derived.
 BH2286
 BH2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4962658160(NAD 83)
 BH2286_MARKER: DS = TRIANGULATION STATION DISK
 BH2286_SETTING: 0 = UNSPECIFIED SETTING
 BH2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2286
 BH2286  HISTORY     - Date     Condition        Report By
 BH2286  HISTORY     - 1970     MONUMENTED       NGS
 BH2286
 BH2286                          STATION DESCRIPTION
 BH2286
 BH2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2286'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PASCAGOULA,
 BH2286'IN THE INGALLS SHIPBUILDING DIVISION, EAST BANK FACILITIES.
 BH2286'
 BH2286'TO REACH THE STATION FROM GATE 3, AT THE ENTRANCE TO THE
 BH2286'SHIPYARD, GO WEST ON THE PAVED ROAD FOR 0.05 MILE, TURN LEFT
 BH2286'AND GO SOUTHERLY ON A PAVED ROAD FOR 0.55 MILE TO STATION
 BH2286'INGALLS E ON THE RIGHT, GO SOUTHWEST ACROSS PAVED PARKING AREA
 BH2286'FOR 0.05 MILE TO THE INGALLS.
 BH2286'
 BH2286'THE REFERENCE MARK IS A STANDARD DISK STAMPED INGALLS 1970,
 BH2286'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE CRANE.  IT
 BH2286'IS 37 FEET NORTHEAST OF THE NORTHWEST CORNER OF A METAL
 BH2286'BUILDING AND 6 FEET EAST OF THE WEST END OF THE CONCRETE
 BH2286'FOOTING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2288 ***********************************************************************
 BH2288  DESIGNATION -  INGALLS W 1970
 BH2288  PID         -  BH2288
 BH2288  STATE/COUNTY-  MS/JACKSON
 BH2288  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH2288
 BH2288                         *CURRENT SURVEY CONTROL
 BH2288  ___________________________________________________________________
 BH2288* NAD 83(1993)-  30 20 43.10378(N)    088 34 10.68681(W)     ADJUSTED  
 BH2288* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 BH2288  ___________________________________________________________________
 BH2288  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BH2288  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2288  HORZ ORDER  -  SECOND
 BH2288
 BH2288.The horizontal coordinates were established by classical geodetic methods
 BH2288.and adjusted by the National Geodetic Survey in May 1994.
 BH2288
 BH2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2288
 BH2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2288
 BH2288.The geoid height was determined by GEOID03.
 BH2288
 BH2288;                    North         East     Units Scale Factor Converg.
 BH2288;SPC MS E     -    93,728.000   325,353.479   MT  0.99995793   +0 07 59.6
 BH2288;SPC MS E     -   307,505.95  1,067,430.54   sFT  0.99995793   +0 07 59.6
 BH2288;UTM  16      - 3,358,093.343   349,129.864   MT  0.99988081   -0 47 35.3
 BH2288
 BH2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2288!SPC MS E     -   1.00000389  x   0.99995793  =   0.99996182
 BH2288!UTM  16      -   1.00000389  x   0.99988081  =   0.99988470
 BH2288
 BH2288:                Primary Azimuth Mark                     Grid Az
 BH2288:SPC MS E     -  PASCAGOULA PORT AUTH ELEVATOR            012 06 19.4
 BH2288:UTM  16      -  PASCAGOULA PORT AUTH ELEVATOR            013 01 54.3
 BH2288
 BH2288|---------------------------------------------------------------------|
 BH2288| PID    Reference Object                     Distance      Geod. Az  |
 BH2288|                                                           dddmmss.s |
 BH2288| BH2251 PASCAGOULA PORT AUTH ELEVATOR       APPROX. 1.4 KM 0121419.0 |
 BH2288| BH2284 INGALLS E 1970                      APPROX. 0.7 KM 0705511.5 |
 BH2288|---------------------------------------------------------------------|
 BH2288
 BH2288                          SUPERSEDED SURVEY CONTROL
 BH2288
 BH2288  NAD 83(1993)-  30 20 43.11238(N)    088 34 10.68238(W) AD(       ) 2
 BH2288  NAD 83(1986)-  30 20 43.12842(N)    088 34 10.67829(W) AD(       ) 2
 BH2288  NAD 27      -  30 20 42.40363(N)    088 34 10.61814(W) AD(       ) 2
 BH2288  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG    3  
 BH2288
 BH2288.Superseded values are not recommended for survey control.
 BH2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2288.See file dsdata.txt to determine how the superseded data were derived.
 BH2288
 BH2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU4913058093(NAD 83)
 BH2288_MARKER: DS = TRIANGULATION STATION DISK
 BH2288_SETTING: 0 = UNSPECIFIED SETTING
 BH2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2288
 BH2288  HISTORY     - Date     Condition        Report By
 BH2288  HISTORY     - 1970     MONUMENTED       NGS
 BH2288  HISTORY     - 1986     GOOD             USPSQD
 BH2288
 BH2288                          STATION DESCRIPTION
 BH2288
 BH2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 BH2288'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE INGALLS
 BH2288'SHIPBUILDING DIVISION, WEST BANK FACILITIES.  THE SHIPYARD IS
 BH2288'LOCATED IN THE SOUTHWEST PART OF PASCAGOULA AND IS ALONG THE
 BH2288'WEST BANK OF THE PASCAGOULA RIVER.
 BH2288'
 BH2288'THE STATION MARK IS A STANDARD DISK STAMPED INGALLS W 1970,
 BH2288'CEMENTED IN A DRILL HOLE IN A CONCRETE SEAWALL.  IT IS 44 FEET
 BH2288'NORTH OF THE SOUTHEAST CORNER OF THE SEAWALL, 8 FEET WEST OF
 BH2288'THE EAST EDGE OF SEAWALL AND 4.6 FEET EAST OF THE WEST EDGE OF
 BH2288'THE SEAWALL.
 BH2288'
 BH2288'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BH2288
 BH2288                          STATION RECOVERY (1986)
 BH2288
 BH2288'RECOVERY NOTE BY US POWER SQUADRON 1986 (CM)
 BH2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2348 ***********************************************************************
 BW2348  DESIGNATION -  INSMORE
 BW2348  PID         -  BW2348
 BW2348  STATE/COUNTY-  MS/COPIAH
 BW2348  USGS QUAD   -  DENTVILLE NW (1963)
 BW2348
 BW2348                         *CURRENT SURVEY CONTROL
 BW2348  ___________________________________________________________________
 BW2348* NAD 83(1993)-  31 59 50.43125(N)    090 42 19.48164(W)     ADJUSTED  
 BW2348* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BW2348  ___________________________________________________________________
 BW2348  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BW2348  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BW2348  HORZ ORDER  -  THIRD
 BW2348
 BW2348.The horizontal coordinates were established by classical geodetic methods
 BW2348.and adjusted by the National Geodetic Survey in May 1994.
 BW2348
 BW2348.The orthometric height was scaled from a topographic map.
 BW2348
 BW2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2348
 BW2348.The geoid height was determined by GEOID03.
 BW2348
 BW2348;                    North         East     Units Scale Factor Converg.
 BW2348;SPC MS W     -   276,915.070   664,841.793   MT  0.99996524   -0 11 49.8
 BW2348;SPC MS W     -   908,512.19  2,181,235.12   sFT  0.99996524   -0 11 49.8
 BW2348;UTM  15      - 3,542,441.817   716,767.994   MT  1.00017952   +1 12 58.8
 BW2348
 BW2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2348!SPC MS W     -   0.99999187  x   0.99996524  =   0.99995711
 BW2348!UTM  15      -   0.99999187  x   1.00017952  =   1.00017138
 BW2348
 BW2348:                Primary Azimuth Mark                     Grid Az
 BW2348:SPC MS W     -  INSMORE AZ MK                            070 20 16.4
 BW2348:UTM  15      -  INSMORE AZ MK                            068 55 27.8
 BW2348
 BW2348|---------------------------------------------------------------------|
 BW2348| PID    Reference Object                     Distance      Geod. Az  |
 BW2348|                                                           dddmmss.s |
 BW2348| CY4747 INSMORE AZ MK                                      0700826.6 |
 BW2348| CY4748 INSMORE RM 1                         26.454 METERS 25529     |
 BW2348| CY4750 INSMORE RM 3                         26.385 METERS 25530     |
 BW2348| CP2746 SAND                                APPROX. 9.4 KM 3283413.1 |
 BW2348| CY4749 INSMORE RM 2                         23.968 METERS 35306     |
 BW2348|---------------------------------------------------------------------|
 BW2348
 BW2348                          SUPERSEDED SURVEY CONTROL
 BW2348
 BW2348  NAD 83(1986)-  31 59 50.44530(N)    090 42 19.47775(W) AD(       ) 3
 BW2348  NAD 27      -  31 59 49.88400(N)    090 42 19.11800(W) AD(       ) 3
 BW2348
 BW2348.Superseded values are not recommended for survey control.
 BW2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2348.See file dsdata.txt to determine how the superseded data were derived.
 BW2348
 BW2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR1676842442(NAD 83)
 BW2348_MARKER: DS = TRIANGULATION STATION DISK
 BW2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2348
 BW2348  HISTORY     - Date     Condition        Report By
 BW2348  HISTORY     - 1948     MONUMENTED       CGS
 BW2348  HISTORY     - 1955     GOOD             CGS
 BW2348  HISTORY     - 1965     GOOD             MSHD
 BW2348  HISTORY     - 1966     GOOD             CGS
 BW2348
 BW2348                          STATION DESCRIPTION
 BW2348
 BW2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2348'STATION IS LOCATED ON PROPERTY OF DR. G.M. BARNS, ABOUT
 BW2348'9.5 MILES SOUTH-SOUTHWEST OF UTICA, 1.5 MILES SOUTHEAST
 BW2348'OF INSMORE, 0.5 MILE EAST OF THE CLAIBORNE-COPIAH COUNTY
 BW2348'LINE, 120 FEET SOUTHWEST OF AN OLD HOUSE, 50 FEET NORTH OF
 BW2348'APPROXIMATE CENTERLINE OF STATE HIGHWAY 18, AND 10 FEET
 BW2348'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 BW2348'AND THE DISK IS STAMPED INSMORE 1948.
 BW2348'
 BW2348'REFERENCE MARK NO. 1 IS 86.79 FEET WEST-SOUTHWEST OF STATION
 BW2348'AND 56 FEET NORTH OF HIGHWAY 18.  THE MARK PROJECTS 6 INCHES,
 BW2348'AND THE DISK IS STAMPED INSMORE NO 1 1948.
 BW2348'
 BW2348'REFERENCE MARK NO. 2 IS 78.73 FEET NORTH OF STATION AND
 BW2348'70 FEET SOUTHWEST OF AN OLD HOUSE.  THE MARK PROJECTS 6
 BW2348'INCHES, AND THE DISK IS STAMPED INSMORE NO 2 1948.
 BW2348'
 BW2348'AZIMUTH MARK IS 0.7 MILE EAST-NORTHEAST OF STATION VIA STATE
 BW2348'HIGHWAY 18, 59 FEET SOUTH OF APPROXIMATE CENTERLINE OF
 BW2348'HIGHWAY, AND 5 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 BW2348'PROJECTS 6 INCHES, AND THE DISK IS STAMPED INSMORE 1948.
 BW2348'
 BW2348'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 18 IN
 BW2348'UTICA, GO SOUTHWEST ON HIGHWAY 18 FOR 8.0 MILES TO CROSSROADS
 BW2348'AT LITTLES STORE, CONTINUE STRAIGHT AHEAD FOR 2.75 MILES
 BW2348'TO STATION ON RIGHT.
 BW2348'
 BW2348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BW2348
 BW2348                          STATION RECOVERY (1955)
 BW2348
 BW2348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2348'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 BW2348'MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BW2348'MARK WAS NOT LOCATED AT THIS DATE AFTER ABOUT 1 HOUR OF
 BW2348'SEARCHING IN THE TALL GRASS AND WEEDS.  THE DESCRIPTION
 BW2348'IS ADEQUATE WITH A NEW TO REACH FOR THE STATION, WHICH FOLLOWS--
 BW2348'
 BW2348'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 BW2348'27 AND 18, ONE HALF BLOCK EAST OF THE POST OFFICE IN UTICA,
 BW2348'GO SOUTH ON STATE HIGHWAYS 27 AND 18 FOR 0.75 MILE TO THE
 BW2348'JUNCTION OF STATE HIGHWAYS 27 AND 18, WHERE STATE HIGHWAY
 BW2348'27 TURNS LEFT, KEEP STRAIGHT AHEAD FOR 6.65 MILE ON STATE
 BW2348'HIGHWAY 18 TO THE CROSSROAD AT LITTLES STORE IN THE NORTHWEST
 BW2348'ANGLE OF THE CROSSROAD.  KEEP STRAIGHT AHEAD FOR 2.65 MILE
 BW2348'TO THE STATION ON THE RIGHT, JUST BEFORE REACHING THE TOP
 BW2348'OF A HILL.
 BW2348
 BW2348                          STATION RECOVERY (1965)
 BW2348
 BW2348'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (HBT)
 BW2348'THE STATION WAS VISITED 12-7-65 AND THE STATION AND R.M. 2
 BW2348'WERE FOUND IN GOOD CONDITION.  R.M. 1 AND AZIMUTH MARK WERE
 BW2348'NOT FOUND.
 BW2348'
 BW2348'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE
 BW2348'U.S. POST OFFICE IN UTICA, GO EAST ON A CONCRETE STREET
 BW2348'FOR 0.05 MILE TO ANOTHER CONCRETE STREET ON THE RIGHT.  TURN
 BW2348'RIGHT AND GO 1.05 MILES TO HIGHWAY 18.  TURN RIGHT AND GO
 BW2348'9.35 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.  (NOTE)
 BW2348'THE HOUSE MENTIONED IN THE PREVIOUS DESCRIPTIONS HAS BEEN
 BW2348'TORN DOWN BUT THE CHIMNEY STILL STANDS.
 BW2348'
 BW2348'STATION DISK IS STAMPED INSMORE 1948 AND PROJECTS 5 INCHES.
 BW2348'IT IS 50 FEET NORTH OF CENTER OF HIGHWAY 18 AND 1.5 FEET
 BW2348'EAST OF A METAL WITNESS POST.
 BW2348'
 BW2348'R.M. 1 IS THE CONCRETE BASE OF THE MARK.  IT WAS FOUND BUT
 BW2348'THE DISK WAS NOT FOUND.
 BW2348'
 BW2348'R.M. 2 IS APPROXIMATELY 118 FEET SOUTHWEST OF AN OLD HOUSE
 BW2348'CHIMNEY, IS STAMPED INSMORE NO 2 1948 AND PROJECTS 6 INCHES.
 BW2348
 BW2348                          STATION RECOVERY (1966)
 BW2348
 BW2348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 BW2348'THE STATION WAS VISITED 10-10-66 AND STATION AND R.M. NO.
 BW2348'2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS FOUND WITH
 BW2348'THE TOP BROKEN OFF AND THE DISK DESTROYED.  A HOLE WAS DRILLED
 BW2348'IN THE REMAINDER OF THE MONUMENT AND A NEW DISK STAMPED
 BW2348'INSMORE NO 3 1948 1956 WAS SET IN THE MONUMENT.  THE AZIMUTH
 BW2348'MARK WAS AGAIN SEARCHED FOR AND NOT FOUND.  IT SHOULD BE
 BW2348'CONSIDERED LOST AND DESTROYED.  THE AREA AROUND THE STATION
 BW2348'HAS BEEN PLANTED WITH PINE TREES AND IS FAIRLY WELL GROWN
 BW2348'UP.  A NEW DESCRIPTION FOLLOWS--
 BW2348'
 BW2348'THE STATION IS LOCATED ON PROPERTY OWNED BY DR. G.M. BURNS,
 BW2348'9.5 MILES SSW OF UTICA, 1.5 MILES SW OF INSOMORE ABOUT 0.5
 BW2348'MILE EAST OF THE COPIAH-CLAIBORNE COUNTY LINE, 50 FT. N OF
 BW2348'THE CENTERLINE OF STATE HIGHWAY 18, 6 FT. N OF NORTH EDGE
 BW2348'OF ROAD BANK, 1 FOOT N OF A METAL WITNESS POST, ON THE E
 BW2348'SLOPE OF THE HILL ABOUT 75 YARDS NE OF TOP OF GRADE.  IT
 BW2348'IS A STANDARD DISK STAMPED INSMORE 1948, PROJECTING 6-INCHES.
 BW2348'
 BW2348'R.M. NO. 2 IS LOCATED 78.64 FT. N OF STATION, 128 FT. N
 BW2348'OF CENTERLINE OF STATE HIGHWAY 18, 118 FT. WSW OF OLD CHIMNEY.
 BW2348'IT IS A STANDARD DISK STAMPED INSMORE NO 2 1948, PROJECTING
 BW2348'6-INCHES.
 BW2348'
 BW2348'R.M. NO. 3 IS LOCATED 86.57 FT. WSW OF STATION, 56 FT. N
 BW2348'OF CENTERLINE OF STATE HIGHWAY 18, 8 FT. N OF EDGE OF BANK,
 BW2348'1.5 FT. N OF METAL WITNESS POST, 24 FT. SSE OF 12-INCH PINE
 BW2348'TREE.  IT IS A STANDARD DISK STAMPED INSMORE 1948 NO 3 1966,
 BW2348'PROJECTING 2-INCHES, ABOUT 8 FT. ABOVE THE LEVEL OF ROAD.
 BW2348'
 BW2348'TO REACH FROM THE POST OFFICE IN UTICA, GO EAST FOR 0.05
 BW2348'MILE TO A CROSS STREET, TURN RIGHT AND GO 1.05 MILE TO STATE
 BW2348'HIGHWAY 18, TURN RIGHT AND GO SW FOR 6.65 MILES TO THE CROSSROAD
 BW2348'AT CARPENTER, CONTINUE SW FOR 2.65 MILES TO STATION ON THE
 BW2348'RIGHT JUST BEFORE REACHING TOP OF HILL.
 BW2348'
 BW2348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 BW2348'SW OF UTICA
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1842 ***********************************************************************
 DK1842  DESIGNATION -  INVERNESS
 DK1842  PID         -  DK1842
 DK1842  STATE/COUNTY-  MS/SUNFLOWER
 DK1842  USGS QUAD   -  INVERNESS (1965)
 DK1842
 DK1842                         *CURRENT SURVEY CONTROL
 DK1842  ___________________________________________________________________
 DK1842* NAD 83(1993)-  33 22 21.82309(N)    090 37 29.60248(W)     ADJUSTED  
 DK1842* NAVD 88     -        35.93   (+/-2cm)     117.9    (feet)  VERTCON   
 DK1842  ___________________________________________________________________
 DK1842  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DK1842  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK1842  HORZ ORDER  -  SECOND
 DK1842  VERT ORDER  -  THIRD ? (See Below)
 DK1842
 DK1842.The horizontal coordinates were established by classical geodetic methods
 DK1842.and adjusted by the National Geodetic Survey in May 1994.
 DK1842
 DK1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1842.The vertical order pertains to the NGVD 29 superseded value.
 DK1842
 DK1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1842
 DK1842.The geoid height was determined by GEOID03.
 DK1842
 DK1842;                    North         East     Units Scale Factor Converg.
 DK1842;SPC MS W     -   429,413.774   672,869.583   MT  0.99995907   -0 09 37.4
 DK1842;SPC MS W     - 1,408,835.02  2,207,572.96   sFT  0.99995907   -0 09 37.4
 DK1842;UTM  15      - 3,695,129.054   720,960.502   MT  1.00020198   +1 18 25.3
 DK1842
 DK1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1842!SPC MS W     -   0.99999852  x   0.99995907  =   0.99995759
 DK1842!UTM  15      -   0.99999852  x   1.00020198  =   1.00020050
 DK1842
 DK1842:                Primary Azimuth Mark                     Grid Az
 DK1842:SPC MS W     -  INDIANOLA RADIO STA KKE 689 KKB 87 MAST  011 25 47.2
 DK1842:UTM  15      -  INDIANOLA RADIO STA KKE 689 KKB 87 MAST  009 57 44.5
 DK1842
 DK1842|---------------------------------------------------------------------|
 DK1842| PID    Reference Object                     Distance      Geod. Az  |
 DK1842|                                                           dddmmss.s |
 DK1842| DK1836 INDIANOLA RADIO STA KKE 689 KKB 87  APPROX.10.1 KM 0111609.8 |
 DK1842| DK1838 MOORHEAD MUNICIPAL TANK             APPROX.13.8 KM 0515227.2 |
 DK1842| DK1837 MOORHEAD PLANTERS MFG CO TANK       APPROX.14.1 KM 0531831.4 |
 DK1842| DK1840 INVERNESS FED COMPRESS CO S TK      APPROX. 3.3 KM 1145159.7 |
 DK1842| DK1843 GULF INTERST GAS KKM 543 MAST       APPROX.11.3 KM 1264644.1 |
 DK1842| DK1844 ISOLA MUNICIPAL TANK                APPROX.12.8 KM 1665710.3 |
 DK1842| CY6293 INVERNESS RM 1                       31.735 METERS 19929     |
 DK1842| CY6294 INVERNESS RM 2                       36.110 METERS 31648     |
 DK1842| DK1848 INDIANOLA CROSBY HOME APPL CO N TV  APPROX.10.3 KM 3524152.3 |
 DK1842| DK1854 INDIANOLA RAD STA KKA 989 MAST      APPROX.10.6 KM 3530547.1 |
 DK1842| DK1847 INDIANOLA RADIO STA WNLA MAST       APPROX. 9.6 KM 3581522.2 |
 DK1842| CY6292 INVERNESS AZ MK                                    3590517.4 |
 DK1842|---------------------------------------------------------------------|
 DK1842
 DK1842                          SUPERSEDED SURVEY CONTROL
 DK1842
 DK1842  NAD 83(1986)-  33 22 21.83407(N)    090 37 29.59852(W) AD(       ) 2
 DK1842  NAD 27      -  33 22 21.40170(N)    090 37 29.27320(W) AD(       ) 2
 DK1842  NGVD 29 (07/19/86)   36.00   (m)          118.1    (f) LEVELING    3  
 DK1842
 DK1842.Superseded values are not recommended for survey control.
 DK1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1842.See file dsdata.txt to determine how the superseded data were derived.
 DK1842
 DK1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2096195129(NAD 83)
 DK1842_MARKER: DS = TRIANGULATION STATION DISK
 DK1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1842
 DK1842  HISTORY     - Date     Condition        Report By
 DK1842  HISTORY     - 1957     MONUMENTED       CGS
 DK1842  HISTORY     - 1967     GOOD             MSHD
 DK1842
 DK1842                          STATION DESCRIPTION
 DK1842
 DK1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1842'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ISOLA, 6 MILES SOUTH
 DK1842'OF INDIANOLA AND 2.5 MILES NORTHWEST OF INVERNESS, ON THE EAST
 DK1842'SIDE OF A NORTH-SOUTH GRAVELED ROAD, IN THE SOUTHWEST CORNER OF
 DK1842'A CULTIVATED FIELD AND ON LAND OWNED BY MR. E.P. FAULK.  IT IS
 DK1842'64 FEET NORTH OF THE NORTHEAST CORNER OF A TENANT HOUSE, 60 FEET
 DK1842'EAST OF THE CENTERLINE OF NORTH-SOUTH GRAVELED ROAD, 43 FEET
 DK1842'SOUTHWEST OF A 36 INCH ELM TREE AND 27 FEET NORTH OF THE
 DK1842'CENTERLINE OF A DIRT ROAD.  THE MARK IS SET ABOUT 1 FOOT
 DK1842'UNDERGROUND AND THE DISK IS STAMPED INVERNESS 1957.
 DK1842'
 DK1842'TO REACH THE STATION FROM THE POST OFFICE IN INVERNESS, GO EAST
 DK1842'FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 49W.  TURN LEFT
 DK1842'AND GO NORTH ON U.S. HIGHWAY 49W FOR 1.5 MILES TO THE JUNCTION
 DK1842'OF STATE HIGHWAY 3.  BEAR LEFT AND CONTINUE NORTH ON HIGHWAY
 DK1842'49W FOR 1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 DK1842'ON GRAVELED ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DK1842'AND GO SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 DK1842'ON THE LEFT.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.25 MILE TO
 DK1842'THE STATION ON THE LEFT AS DESCRIBED.
 DK1842'
 DK1842'REFERENCE MARK 1 IS 31.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK1842'OF THE TENANT HOUSE AND 26 FEET EAST OF THE CENTERLINE OF THE
 DK1842'NORTH-SOUTH GRAVELED ROAD.  THE MARK IS FLUSH AND THE DISK IS
 DK1842'STAMPED INVERNESS NO 1 1957.
 DK1842'
 DK1842'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE
 DK1842'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK
 DK1842'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED INVERNESS
 DK1842'NO 2 1957.
 DK1842'
 DK1842'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF THE
 DK1842'NORTH-SOUTH GRAVELED ROAD, 4 FEET NORTH OF A 24 INCH OAK TREE,
 DK1842'3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 DK1842'THE MARK IS FLUSH AND THE DISK IS STAMPED INVERNESS 1957.
 DK1842'
 DK1842'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1842
 DK1842                          STATION RECOVERY (1967)
 DK1842
 DK1842'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK1842'THE STATION WAS VISITED 6-30-67 AND ALL MARKS WERE FOUND IN GOOD
 DK1842'CONDITION.
 DK1842'
 DK1842'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES SOUTHEAST OF
 DK1842'INDIANOLA, 2.3 MILES NORTHWEST OF INVERNESS IN THE NORTHEAST
 DK1842'ANGLE OF A FIELD ROAD AND A GRAVEL ROAD, IN THE SOUTHWEST CORNER
 DK1842'OF A FIELD ON LAND OWNED BY MR. E.P. FAULK AND IS IN THE
 DK1842'SOUTHWEST 1/4 OF SECTION 28, T 18 N, R 4 W.
 DK1842'
 DK1842'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF AN 11 INCH
 DK1842'SQUARE, CONCRETE POST.
 DK1842'
 DK1842'THE STATION DISK IS STAMPED INVERNESS 1957 AND IS 12 INCHES
 DK1842'BELOW THE GROUND SURFACE.  IT IS 66 FEET NORTHEAST OF THE
 DK1842'NORTHWEST CORNER OF THE TENANT HOUSE, 60 FEET NORTHEAST OF A
 DK1842'POWER POLE, 59 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 42
 DK1842'FEET SOUTHWEST OF A 36 INCH ELM AND 26 FEET NORTH OF A FIELD
 DK1842'ROAD.
 DK1842'
 DK1842'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 189.7 FEET.
 DK1842'
 DK1842'R.M. 1 IS STAMPED INVERNESS NO. 1 1957 AND IS FLUSH WITH THE
 DK1842'GROUND SURFACE.
 DK1842'
 DK1842'IT IS 47 FEET SOUTH OF A POWER POLE, 31 FEET SOUTHWEST OF THE
 DK1842'SOUTHWEST CORNER OF THE TENANT HOUSE, 24 FEET EAST OF THE CENTER
 DK1842'OF THE GRAVEL ROAD AND IS 101.11 FEET SOUTH OF THE STATION.
 DK1842'
 DK1842'R.M. 2 IS STAMPED INVERNESS NO. 2 1957 AND IS FLUSH WITH THE
 DK1842'GROUND SURFACE.  IT IS 118.46 FEET NORTHWEST OF THE STATION,
 DK1842'22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT
 DK1842'EAST OF A METAL WITNESS POST AND A FENCE.
 DK1842'
 DK1842'THE AZIMUTH MARK IS STAMPED INVERNESS (1957) AND IS FLUSH WITH
 DK1842'THE GROUND SURFACE.  IT IS APPROXIMATELY 0.25 MILE NORTH OF THE
 DK1842'STATION AND IS STILL VISIBLE FROM THE STATION.  24 FEET EAST OF
 DK1842'THE CENTER OF THE GRAVEL ROAD, 3 FEET NORTHWEST OF A 36 INCH OAK,
 DK1842'1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DK1842'
 DK1842'TO REACH FROM THE U.S. POST OFFICE IN INVERNESS GO EAST ON A
 DK1842'BLACKTOP STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DK1842'49W.  TURN LEFT (NORTH) AND CONTINUE ON U.S. HIGHWAY 49W FOR 1.4
 DK1842'MILES TO THE JUNCTION OF MISSISSIPPI HIGHWAY 3.  CONTINUE
 DK1842'NORTHWEST ON U.S. HIGHWAY 49W FOR 1.15 MILES TO A SIDE ROAD
 DK1842'LEFT.  TURN LEFT (WEST) AND CONTINUE ON A BLACKTOP ROAD FOR 1.3
 DK1842'MILES TO A SIDE ROAD LEFT.  TURN LEFT (SOUTHEAST) AND CONTINUE
 DK1842'ON AN ALL WEATHER ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT
 DK1842'AS DESCRIBED.  TO REACH THE STATION CONTINUE SOUTH ON AN ALL
 DK1842'WEATHER ROAD FOR 0.25 MILE TO A RED BRICK SIDING TENANT
 DK1842'HOUSE AND THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1840 ***********************************************************************
 DK1840  DESIGNATION -  INVERNESS FED COMPRESS CO S TK
 DK1840  PID         -  DK1840
 DK1840  STATE/COUNTY-  MS/SUNFLOWER
 DK1840  USGS QUAD   -  INVERNESS (1965)
 DK1840
 DK1840                         *CURRENT SURVEY CONTROL
 DK1840  ___________________________________________________________________
 DK1840* NAD 83(1993)-  33 21 36.45636(N)    090 35 32.99633(W)     ADJUSTED  
 DK1840* NAVD 88     -              **(meters)            **(feet)            
 DK1840  ___________________________________________________________________
 DK1840  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DK1840  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DK1840  HORZ ORDER  -  THIRD
 DK1840
 DK1840.The horizontal coordinates were established by classical geodetic methods
 DK1840.and adjusted by the National Geodetic Survey in May 1994.
 DK1840
 DK1840
 DK1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1840
 DK1840.The geoid height was determined by GEOID03.
 DK1840
 DK1840;                    North         East     Units Scale Factor Converg.
 DK1840;SPC MS W     -   428,008.184   675,880.183   MT  0.99995717   -0 08 33.1
 DK1840;SPC MS W     - 1,404,223.52  2,217,450.23   sFT  0.99995717   -0 08 33.1
 DK1840;UTM  15      - 3,693,800.674   724,006.872   MT  1.00021870   +1 19 28.0
 DK1840
 DK1840                          SUPERSEDED SURVEY CONTROL
 DK1840
 DK1840  NAD 83(1986)-  33 21 36.46755(N)    090 35 32.99267(W) AD(       ) 4
 DK1840  NAD 27      -  33 21 36.03600(N)    090 35 32.67400(W) AD(       ) 3
 DK1840
 DK1840.Superseded values are not recommended for survey control.
 DK1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1840.See file dsdata.txt to determine how the superseded data were derived.
 DK1840
 DK1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2400793801(NAD 83)
 DK1840_MARKER: 53 = ELEVATED TANK
 DK1840
 DK1840  HISTORY     - Date     Condition        Report By
 DK1840  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1840  HISTORY     - 1957     GOOD             CGS
 DK1840  HISTORY     - 1967     SEE DESCRIPTION  MSHD
 DK1840
 DK1840                          STATION DESCRIPTION
 DK1840
 DK1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1840'THIS STATION WAS LISTED IN 1939 BUT NO DESCRIPTION AVAILABLE.
 DK1840'
 DK1840'THE STATION IS THE FINIAL AT THE APEX OF THE INVERNESS, FEDERAL
 DK1840'COMPRESS AND WAREHOUSE COMPANY WATER TANK.  THIS IS THE SOUTH
 DK1840'ONE OF TWO FEDERAL COMPRESS AND WAREHOUSE COMPANY WATER TANKS.
 DK1840'IT IS LOCATED 0.5 MILE NORTH OF THE CENTER OF INVERNESS AT
 DK1840'THE SOUTHWEST CORNER OF THE LARGE WAREHOUSE.  THE TANK IS
 DK1840'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE--OVERALL HEIGHT IS
 DK1840'130 FEET.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND HAS THE
 DK1840'INSCRIPTION FEDERAL COMPRESS AND WAREHOUSE CO PAINTED IN BLACK
 DK1840'LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.
 DK1840
 DK1840                          STATION RECOVERY (1967)
 DK1840
 DK1840'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1840'THE STATION IS LOCATED 0.5 MILE NORTH OF THE CENTER OF INVERNESS AT
 DK1840'THE SOUTHWEST CORNER OF A LARGE WAREHOUSE AND IS THE MOST SOUTHERN
 DK1840'OF TWO FEDERAL COMPRESS AND WAREHOUSE COMPANY WATER TANKS.  THE
 DK1840'FINAL APEX WAS THE POINT OBSERVED.
 DK1840'
 DK1840'IT IS A FOUR LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 130
 DK1840'FEET AND IS PAINTED SILVER WITH THE LETTERS FEDERAL COMPRESS AND
 DK1840'WAREHOUSE COMPANY IN BLACK ON THE NORTH AND SOUTH SIDES OF THE
 DK1840'TANK.
 DK1840'
 DK1840'TO REACH FROM THE U.S. POST OFFICE IN INVERNESS GO WEST ON A
 DK1840'BLACKTOP STREET FOR 0.05 MILE TO THE INTERSECTION OF ANOTHER STREET
 DK1840'RUNNING PARALLEL WITH THE EAST SIDE OF THE RAILROAD TRACK.  TURN
 DK1840'RIGHT (NORTH) AND CONTINUE ON A BLACKTOP STREET FOR 0.45 MILE TO THE
 DK1840'TANK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2814 ***********************************************************************
 CP2814  DESIGNATION -  IP 2 USE 1958
 CP2814  PID         -  CP2814
 CP2814  STATE/COUNTY-  MS/SHARKEY
 CP2814  USGS QUAD   -  RED ROCK (1988)
 CP2814
 CP2814                         *CURRENT SURVEY CONTROL
 CP2814  ___________________________________________________________________
 CP2814* NAD 83(1993)-  32 52 02.31476(N)    090 48 56.37530(W)     ADJUSTED  
 CP2814* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 CP2814  ___________________________________________________________________
 CP2814  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CP2814  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CP2814  HORZ ORDER  -  SECOND
 CP2814
 CP2814.The horizontal coordinates were established by classical geodetic methods
 CP2814.and adjusted by the National Geodetic Survey in May 1994.
 CP2814
 CP2814.The orthometric height was scaled from a topographic map.
 CP2814
 CP2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2814
 CP2814.The geoid height was determined by GEOID03.
 CP2814
 CP2814;                    North         East     Units Scale Factor Converg.
 CP2814;SPC MS W     -   373,427.419   654,859.727   MT  0.99997512   -0 15 42.3
 CP2814;SPC MS W     - 1,225,153.12  2,148,485.62   sFT  0.99997512   -0 15 42.3
 CP2814;UTM  15      - 3,638,691.910   704,377.354   MT  1.00011506   +1 11 09.0
 CP2814
 CP2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2814!SPC MS W     -   0.99999994  x   0.99997512  =   0.99997506
 CP2814!UTM  15      -   0.99999994  x   1.00011506  =   1.00011500
 CP2814
 CP2814                          SUPERSEDED SURVEY CONTROL
 CP2814
 CP2814  NAD 83(1986)-  32 52 02.32701(N)    090 48 56.36966(W) AD(       ) 2
 CP2814  NAD 27      -  32 52 01.86260(N)    090 48 56.01150(W) AD(       ) 2
 CP2814
 CP2814.Superseded values are not recommended for survey control.
 CP2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2814.See file dsdata.txt to determine how the superseded data were derived.
 CP2814
 CP2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0437738692(NAD 83)
 CP2814_MARKER: DD = SURVEY DISK
 CP2814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CP2814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CP2814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2814
 CP2814  HISTORY     - Date     Condition        Report By
 CP2814  HISTORY     - 1958     MONUMENTED       CGS
 CP2814
 CP2814                          STATION DESCRIPTION
 CP2814
 CP2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 CP2814'THE STATION IS ABOUT 7 MILES NORTHWEST OF HOLLY BLUFF, 4-1/2
 CP2814'MILES SOUTHEAST OF ROLLING FORK, 8-1/2 FEET EAST-NORTHEAST OF
 CP2814'THE WEST END OF BRIDGE ABUTMENT, 14 FEET SOUTHWEST OF THE
 CP2814'CENTER OF STATE HIGHWAY 16 AND 1-1/2 FEET NORTHWEST OF THE
 CP2814'BRIDGE ABUTMENT.  A SECOND ORDER TRAVERSE CONNECTION WAS MADE
 CP2814'FROM TRIANGULATION STATION RINGOLD AND THE DISTANCE IS 65.626
 CP2814'METERS AND OR (215.31) FEET SOUTHEAST OF THE STATION.
 CP2814'
 CP2814'THE MARK IS A STANDARD U.S. CORP OF ENGINEERS DISK, BOLTED TO THE
 CP2814'TOP OF A 1-1/2 INCH IRON PIPE PROJECTING 14 INCHES.  THE PIPE
 CP2814'IS LOOSE IN THE GROUND AND VERY UNSTABLE.  THE DISK IS STAMPED
 CP2814'IP-2 LSF.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1778 ***********************************************************************
 DK1778  DESIGNATION -  IPA 165 RESET
 DK1778  PID         -  DK1778
 DK1778  STATE/COUNTY-  MS/LEFLORE
 DK1778  USGS QUAD   -  RATTLESNAKE BAYOU (1983)
 DK1778
 DK1778                         *CURRENT SURVEY CONTROL
 DK1778  ___________________________________________________________________
 DK1778* NAD 83(1993)-  33 40 33.72579(N)    090 27 01.38386(W)     ADJUSTED  
 DK1778* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 DK1778  ___________________________________________________________________
 DK1778  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DK1778  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DK1778  HORZ ORDER  -  SECOND
 DK1778
 DK1778.The horizontal coordinates were established by classical geodetic methods
 DK1778.and adjusted by the National Geodetic Survey in May 1994.
 DK1778
 DK1778.The orthometric height was scaled from a topographic map.
 DK1778
 DK1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1778
 DK1778.The geoid height was determined by GEOID03.
 DK1778
 DK1778;                    North         East     Units Scale Factor Converg.
 DK1778;SPC MS W     -   463,021.131   689,145.923   MT  0.99995145   -0 03 53.7
 DK1778;SPC MS W     - 1,519,095.16  2,260,972.92   sFT  0.99995145   -0 03 53.7
 DK1778;UTM  15      - 3,729,153.674   736,371.810   MT  1.00028885   +1 24 51.9
 DK1778
 DK1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1778!SPC MS W     -   0.99999864  x   0.99995145  =   0.99995009
 DK1778!UTM  15      -   0.99999864  x   1.00028885  =   1.00028749
 DK1778
 DK1778                          SUPERSEDED SURVEY CONTROL
 DK1778
 DK1778  NAD 83(1986)-  33 40 33.73640(N)    090 27 01.38063(W) AD(       ) 2
 DK1778  NAD 27      -  33 40 33.32460(N)    090 27 01.05830(W) AD(       ) 2
 DK1778
 DK1778.Superseded values are not recommended for survey control.
 DK1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1778.See file dsdata.txt to determine how the superseded data were derived.
 DK1778
 DK1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT3637229154(NAD 83)
 DK1778_MARKER: I = METAL ROD
 DK1778_SETTING: 0 = UNSPECIFIED SETTING
 DK1778
 DK1778  HISTORY     - Date     Condition        Report By
 DK1778  HISTORY     - 1957     MONUMENTED       USE
 DK1778  HISTORY     - 1968     GOOD             MSHD
 DK1778
 DK1778                          STATION DESCRIPTION
 DK1778
 DK1778'DESCRIBED BY US ENGINEERS 1957 (FAR)
 DK1778'STATION IS APPROXIMATELY 6.75 MILES SOUTHEAST OF RULEVILLE,
 DK1778'6.5 MILES WEST-NORTHWEST SCHLATER, 2-1/3 MILES NORTH OF STATE
 DK1778'HIGHWAY 442, 0.1 MILE EAST OF THE LEFLORE-SUNFLOWER COUNTY
 DK1778'LINE, ON THE SOUTH-SOUTHWEST SIDE OF THE ROAD ALONG THE EAST
 DK1778'SIDE OF THE QUIVER RIVER, AT THE RESIDENCE OF MR. PERRY PRUITT,
 DK1778'ON LAND OWNED BY MR. LAKE LINDSEY, IN THE NORTHWEST QUARTER
 DK1778'OF SECTION 19, T 21 N, R. 2 W. AND 10 FEET NORTH OF THE
 DK1778'NORTHWEST CORNER OF THE HOUSE.
 DK1778'
 DK1778'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION QUIVER,
 DK1778'DISTANCE BEING 44.83 FEET (13.664 METERS) WEST-SOUTHWEST OF
 DK1778'STATION QUIVER.  THE MARK WAS A U.S. ENGINEER DEPARTMENT
 DK1778'BENCH MARK.  THE CAP IS MISSING FROM THE MARK AND THE APPROXIMATE
 DK1778'CENTER OF THE 1-1/2 INCH PIPE, WHICH PROJECTS 2 INCHES IS THE
 DK1778'POINT LOCATED.
 DK1778
 DK1778                          STATION RECOVERY (1968)
 DK1778
 DK1778'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 DK1778'THE STATION WAS VISITED 2-7-68 AND THE STATION CAP WAS FOUND TO BE
 DK1778'MISSING AS MENTIONED IN THE 1957 DESCRIPTION.
 DK1778'
 DK1778'THE STATION IS LOCATED 6.1 MILES NORTHWEST OF THE APPROXIMATE CENTER
 DK1778'OF SCHLATER, 6.75 MILES SOUTHEAST OF RULEVILLE, 10.5 MILES SOUTHWEST
 DK1778'OF MINTER CITY, 2.0 MILES NORTH OF MISS. HIGHWAY 442, 0.25 MILE
 DK1778'EAST OF THE SUNFLOWER-LEFLORE COUNTY LINE AND IS IN THE NORTHWEST
 DK1778'1/4 OF SECTION 19, T 21N, R 2W, AND ON PROPERTY OWNED BY MR. LAKE
 DK1778'LINDSEY.  IT IS 9.5 FEET NORTH OF THE NORTHWEST CORNER OF A FRAMED
 DK1778'HOUSE, 51.5 FEET SOUTHEAST OF A 48 INCH SYCAMORE AND 66 FEET
 DK1778'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.  IT IS A U.S.E.
 DK1778'BENCH MARK (CAP IS MISSING FROM THE PIPE) AND IS A 1/2 INCH
 DK1778'IRON PIPE PROJECTING 1 INCH.  THE PIPE IS BATTERED ON THE TOP
 DK1778'AND DOES NOT HAVE A UNIFORM SHAPE.
 DK1778'
 DK1778'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION QUIVER,
 DK1778'DISTANCE BEING 44.83 FT.
 DK1778'
 DK1778'TO REACH THE STATION FROM THE SCHLATER BAPTIST CHURCH AT THE EAST
 DK1778'EDGE OF SCHLATER, GO WEST ON MISS. HIGHWAY 442 FOR 4.3 MILES TO A
 DK1778'CROSSROADS.  TURN RIGHT (NORTH) AND CONTINUE ON AN ALL WEATHER
 DK1778'ROAD FOR 2.15 MILES TO A SIDE ROAD AND A CONCRETE BRIDGE CROSSING
 DK1778'QUIVER RIVER ON THE RIGHT.  CONTINUE WEST ON AN ALL WEATHER ROAD
 DK1778'FOLLOWING ALONG THE SOUTH SIDE OF QUIVER RIVER FOR 1.25 MILES TO A
 DK1778'FRAME HOUSE AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2658 ***********************************************************************
 CP2658  DESIGNATION -  IRA
 CP2658  PID         -  CP2658
 CP2658  STATE/COUNTY-  MS/HINDS
 CP2658  USGS QUAD   -  TERRY NW (1980)
 CP2658
 CP2658                         *CURRENT SURVEY CONTROL
 CP2658  ___________________________________________________________________
 CP2658* NAD 83(1993)-  32 11 27.09228(N)    090 24 53.50803(W)     ADJUSTED  
 CP2658* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 CP2658  ___________________________________________________________________
 CP2658  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CP2658  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2658  HORZ ORDER  -  THIRD
 CP2658
 CP2658.The horizontal coordinates were established by classical geodetic methods
 CP2658.and adjusted by the National Geodetic Survey in May 1994.
 CP2658
 CP2658.The orthometric height was scaled from a topographic map.
 CP2658
 CP2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2658
 CP2658.The geoid height was determined by GEOID03.
 CP2658
 CP2658;                    North         East     Units Scale Factor Converg.
 CP2658;SPC MS W     -   298,315.217   692,312.358   MT  0.99995073   -0 02 36.4
 CP2658;SPC MS W     -   978,722.51  2,271,361.46   sFT  0.99995073   -0 02 36.4
 CP2658;UTM  15      - 3,564,521.504   743,708.831   MT  1.00033251   +1 22 40.4
 CP2658
 CP2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2658!SPC MS W     -   0.99998453  x   0.99995073  =   0.99993526
 CP2658!UTM  15      -   0.99998453  x   1.00033251  =   1.00031703
 CP2658
 CP2658|---------------------------------------------------------------------|
 CP2658| PID    Reference Object                     Distance      Geod. Az  |
 CP2658|                                                           dddmmss.s |
 CP2658| CY4754 IRA RM 2                             29.918 METERS 06926     |
 CP2658| CY4755 IRA RM 3                             20.257 METERS 09653     |
 CP2658| CY4753 IRA RM 1                             24.678 METERS 24606     |
 CP2658| CY4752 IRA AZ MK 2                                        2585724.1 |
 CP2658| CY4751 IRA AZ MK                                          2591050.1 |
 CP2658|---------------------------------------------------------------------|
 CP2658
 CP2658                          SUPERSEDED SURVEY CONTROL
 CP2658
 CP2658  NAD 83(1986)-  32 11 27.10637(N)    090 24 53.50419(W) AD(       ) 3
 CP2658  NAD 27      -  32 11 26.56800(N)    090 24 53.16500(W) AD(       ) 3
 CP2658
 CP2658.Superseded values are not recommended for survey control.
 CP2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2658.See file dsdata.txt to determine how the superseded data were derived.
 CP2658
 CP2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR4370964522(NAD 83)
 CP2658_MARKER: DS = TRIANGULATION STATION DISK
 CP2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2658
 CP2658  HISTORY     - Date     Condition        Report By
 CP2658  HISTORY     - 1948     MONUMENTED       CGS
 CP2658  HISTORY     - 1957     GOOD             CGS
 CP2658  HISTORY     - 1961     GOOD             MSHD
 CP2658  HISTORY     - 1965     GOOD             CGS
 CP2658  HISTORY     - 1977     GOOD             MSHD
 CP2658  HISTORY     - 1977     GOOD             NGS
 CP2658
 CP2658                          STATION DESCRIPTION
 CP2658
 CP2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP2658'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF TERRY,
 CP2658'5 MILES SOUTH OF RAYMOND, AND ON LAND OWNED BY THE HINDS
 CP2658'COUNTY SCHOOL FUND.  IT IS 40 FEET WEST OF THE APPROXIMATE
 CP2658'CENTER OF A TRAIL ROAD, 40 FEET SOUTH OF THE APPROXIMATE
 CP2658'CENTERLINE OF A GRAVELED ROAD, 27 FEET SOUTHWEST OF A 14-INCH
 CP2658'BLAZED PINE TREE, AND 21 FEET SOUTHEAST OF A WITNESS POST.
 CP2658'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED IRA 1948.
 CP2658'
 CP2658'REFERENCE MARK NO. 1 IS 81.06 FEET SOUTH-SOUTHEAST OF THE
 CP2658'STATION AND 20 FEET WEST OF THE APPROXIMATE CENTER OF THE
 CP2658'TRACK ROAD.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 CP2658'STAMPED IRA NO 1 1948.
 CP2658'
 CP2658'REFERENCE MARK NO. 2 IS 98.16 FEET EAST-NORTHEAST OF THE
 CP2658'STATION, 48 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 CP2658'ROAD, AND 32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 CP2658'THE GRAVELED ROAD.  THE MARK PROJECTS 5 INCHES, AND THE
 CP2658'DISK IS STAMPED IRA NO 2 1948.
 CP2658'
 CP2658'THE AZIMUTH MARK IS 0.2 MILE WEST-SOUTHWEST OF THE STATION
 CP2658'IN A CHURCH YARD.  IT IS 90 FEET NORTHWEST OF THE APPROXIMATE
 CP2658'CENTERLINE OF THE GRAVELED ROAD, 20 FEET SOUTH OF OF THE
 CP2658'SOUTHWEST CORNER OF THE CHURCH, AND 20 FEET NORTH OF A WITNESS
 CP2658'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 CP2658'IRA 1948.
 CP2658'
 CP2658'TO REACH THE STATION FROM THE RAYMOND MUNICIPAL WATER TANK
 CP2658'IN RAYMOND, GO EAST ON STATE HIGHWAY 18 FOR 3 MILES TO A
 CP2658'CROSSROAD, TURN RIGHT AND GO 2.35 MILES TO A T-ROAD, TURN
 CP2658'RIGHT AND GO 0.45 MILE TO A SIDE ROAD LEFT AND A CHURCH
 CP2658'ON THE RIGHT, TURN LEFT AND GO 2.45 MILES TO ANOTHER CROSSROAD,
 CP2658'TURN RIGHT AND GO 2.3 MILES TO A FORK IN THE ROAD, TAKE
 CP2658'THE LEFT ROAD AND GO 0.1 MILE TO A TRACK ROAD ON THE LEFT
 CP2658'AND THE STATION.
 CP2658'
 CP2658'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 CP2658'GRAVELED ROAD FOR 0.2 MILE AND THE AZIMUTH MARK ON THE RIGHT.
 CP2658'
 CP2658'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CP2658
 CP2658                          STATION RECOVERY (1957)
 CP2658
 CP2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2658'THE STATION WAS VISITED 2-17-57 AND THE STATION MARK, AZIMUTH
 CP2658'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 CP2658'REFERENCE MARK NO. 2 WAS FOUND UPROOTED.  THE MONUMENT WAS
 CP2658'RESET IN A NEW LOCATION, THE DISK STAMPED NO. 3 AND USED
 CP2658'AS REFERENCE MARK NO. 3.  A NEW DISTANCE AND DIRECTION WAS
 CP2658'DETERMINED FOR THE MARK.
 CP2658'
 CP2658'A NEW DESCRIPTION FOLLOWS--
 CP2658'
 CP2658'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF TERRY
 CP2658'AND 5 MILES SOUTH OF RAYMOND ON THE PROPERTY OWNED BY THE
 CP2658'HINDS COUNTY SCHOOL BOARD, IN THE SOUTHWEST ANGLE OF THE
 CP2658'INTERSECTION OF AN EAST-WEST GRAVELED ROAD AND A TRACK ROAD
 CP2658'LEADING SOUTH THROUGH A CUT BANK, 0.05 MILE WEST OF A GRAVELED
 CP2658'ROAD LEADING NORTH AND 0.2 MILE EAST OF THE PALESTINE BAPTIST
 CP2658'CHURCH.  IT IS 42 FEET SOUTH OF THE CENTER OF THE GRAVELED
 CP2658'ROAD, 19 FEET SOUTH OF THE SOUTH EDGE OF A CUT BANK, 36
 CP2658'FEET WEST OF THE CENTER OF THE TRACK ROAD, 53 FEET
 CP2658'NORTH-NORTHWEST OF A TRIANGULAR BLAZED OAK TREE, 21 FEET
 CP2658'SOUTH-SOUTHEAST OF A WITNESS POST AND ABOUT 10 FEET ABOVE
 CP2658'THE LEVEL OF THE GRAVELED ROAD.  IT IS A STANDARD DISK,
 CP2658'STAMPED IRA 1948, PROJECTING 4 INCHES.
 CP2658'
 CP2658'REFERENCE MARK NO. 1 IS 81.06 FEET SOUTH-SOUTHEAST OF THE
 CP2658'STATION, 123 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 CP2658'25 FEET WEST OF THE CENTER OF A TRACK ROAD AND 36 FEET
 CP2658'SOUTH-SOUTHWEST OF A 36-INCH TRIANGULAR BLAZED OAK TREE,
 CP2658'THE MOST NORTHERLY OF FOUR OAK TREES IN A ROW ON THE WEST
 CP2658'SIDE OF THE TRACK ROAD.  IT IS A STANDARD DISK, STAMPED
 CP2658'IRA NO 1 1948, PROJECTING 8 INCHES.
 CP2658'
 CP2658'REFERENCE MARK NO. 3 IS 66.42 FEET EAST-SOUTHEAST OF THE
 CP2658'STATION, 29 FEET EAST OF THE CENTER OF THE TRACK ROAD, 63
 CP2658'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 48 FEET
 CP2658'NORTHEAST OF THE 36-INCH TRIANGULAR BLAZED TREE.  IT IS
 CP2658'A STANDARD DISK, STAMPED IRA NO 3 1948, PROJECTING 6 INCHES.
 CP2658'
 CP2658'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION IN FRONT
 CP2658'OF THE PALESTINE BAPTIST CHURCH, 42 FEET SOUTH-SOUTHEAST
 CP2658'OF THE SOUTHWEST CORNER OF THE CHURCH, 24 FEET SOUTH OF
 CP2658'THE LOWER CONCRETE STEP OF THE CHURCH AND 106 FEET NORTHWEST
 CP2658'OF THE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK,
 CP2658'STAMPED IRA 1948, PROJECTING 6 INCHES.
 CP2658'
 CP2658'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN RAYMOND
 CP2658'GO SOUTH AND EAST ON STATE HIGHWAY 18 FOR 3.1 MILES TO A
 CP2658'SIDE ROAD RIGHT, TURN RIGHT, SOUTH AND GO 0.2 MILE TO A
 CP2658'FORK, TAKE RIGHT FORK AND GO SOUTH FOR 2.2 MILES TO A T ROAD,
 CP2658'TURN RIGHT AND GO WEST FOR 0.45 MILE TO A SIDE ROAD LEFT,
 CP2658'TURN LEFT AND GO SOUTH FOR 2.5 MILES TO A CROSSROAD, TURN
 CP2658'RIGHT, WEST AND GO 2.4 MILES TO A SIDE ROAD RIGHT, KEEP
 CP2658'LEFT, STRAIGHT AHEAD FOR 0.05 MILE TO A TRACK ROAD LEFT
 CP2658'THROUGH A CUT BANK AND THE STATION IN THE SOUTHWEST ANGLE.
 CP2658'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON
 CP2658'GRAVELED ROAD FOR 0.2 MILE TO THE PALESTINE BAPTIST CHURCH
 CP2658'AND THE MARK ON THE RIGHT.
 CP2658
 CP2658                          STATION RECOVERY (1961)
 CP2658
 CP2658'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2658'THE STATION WAS VISITED 9-13-61.  THE STATION, AZIMUTH MARK,
 CP2658'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 CP2658'PREVIOUS DESCRIPTION IS ADEQUATE.
 CP2658'
 CP2658'A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE STATION.
 CP2658
 CP2658                          STATION RECOVERY (1965)
 CP2658
 CP2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RB)
 CP2658'STATION, R.M. 1, R.M. 3 AND AZIMUTH MARK WERE RECOVERED
 CP2658'IN GOOD CONDITION.
 CP2658'
 CP2658'AZIMUTH MARK VISIBLE FROM STATION.
 CP2658
 CP2658                          STATION RECOVERY (1977)
 CP2658
 CP2658'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP2658'THE STATION WAS VISITED 8-11-77 AND THE STATION MARK, RM NO 1, RM NO
 CP2658'3 AND THE AZIMUTH MARK WERE FOUND AS RECOVERED BY C.L.N. 2-14-77.
 CP2658'THE DESCRIPTION IS ADEQUATE EXCEPT ONE ADDITIONAL DISTANCE TO THE
 CP2658'AZIMUTH MARK.  IT IS 127.5 FEET EAST OF THE SOUTHEAST CORNER OF
 CP2658'THE PALESTINE BAPTIST CHURCH.
 CP2658'
 CP2658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 CP2658'RAYMOND.
 CP2658
 CP2658                          STATION RECOVERY (1977)
 CP2658
 CP2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CP2658'THE STATION WAS VISITED 2-14-77 AND ALL MARKS WERE RECOVERED IN GOOD
 CP2658'CONDITION.  THE AZIMUTH MARK WAS GOING TO BE DESTROYED BY
 CP2658'CONSTRUCTION AND WAS RESET AT THIS DATE AND THE DISK FROM THE
 CP2658'ORIGINAL AZIMUTH MARK WAS RECLAIMED.  A NEW DESCRIPTION
 CP2658'FOLLOWS--
 CP2658'
 CP2658'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF TERRY, 5 MILES
 CP2658'SOUTH OF RAYMOND ON PROPERTY OF THE HINDS COUNTY SCHOOL BOARD.
 CP2658'
 CP2658'TO REACH FROM THE MAIN SQUARE AND WATER TANK IN RAYMOND GO EAST ON
 CP2658'OLD STATE HIGHWAY 18 FOR 1.25 MILES TO JUNCTION OF NEW HIGHWAY 18.
 CP2658'TURN LEFT AND GO EASTERLY ON NEW HIGHWAY 18 FOR 1.8 MILES TO A
 CP2658'CROSSROAD.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 4.6 MILES TO
 CP2658'A CROSSROAD.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR 2.5 MILES TO
 CP2658'A SIDEROAD ON RIGHT.  TURN RIGHT AND GO 0.15 MILE TO AZIMUTH MARK
 CP2658'ON LEFT.  CONTINUE EASTERLY ON PAVED ROAD FOR 0.15 MILE AZIMUTH
 CP2658'MARK ON LEFT.  CONTINUE EASTERLY ON PAVED ROAD FOR 0.15 MILE TO
 CP2658'WOODS ROAD AND STATION ON RIGHT.
 CP2658'
 CP2658'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 CP2658'IRA 1948 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CP2658'IT IS 42 FEET SOUTH OF THE CENTER OF PAVED ROAD, 36 FEET WEST OF THE
 CP2658'CENTER OF WOODS ROAD, 53 FEET NORTH-NORTHWEST OF A TRIANGULAR
 CP2658'BLAZED 36 INCH OAK TREE AT WEST EDGE OF WOODS ROAD, 19 FEET SOUTH
 CP2658'OF EDGE OF CUT-BANK AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 CP2658'SIGN.
 CP2658'
 CP2658'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED IRA NO 1 1948 SET IN
 CP2658'THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS IN
 CP2658'WOODS 123 FEET SOUTH OF THE CENTER OF PAVED ROAD, 25 FEET WEST OF THE
 CP2658'CENTER OF WOODS ROAD, 36 FEET SOUTH-SOUTHWEST OF TRIANGULAR
 CP2658'BLAZED OAK TREE AND 1.5 FEET WEST OF METAL WITNESS POST AND SIGN.
 CP2658'
 CP2658'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED IRA NO 3 1948 SET IN
 CP2658'THE TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 63
 CP2658'FEET SOUTH OF THE CENTER OF PAVED ROAD, 29 FEET EAST OF THE CENTER
 CP2658'OF WOODS ROAD, 48 FEET NORTHEAST OF TRIANGULAR BLAZED OAK TREE
 CP2658'AND 1.5 FEET WEST-SOUTHWEST OF METAL WITNESS POST AND SIGN.
 CP2658'
 CP2658'AZIMUTH MARK IS A NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK, STAMPED
 CP2658'IRA 1948 1977 SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CP2658'GROUND.  IT IS IN THE PALESTINNE BAPTIST CHURCH YARD, 81 FEET
 CP2658'SOUTH-SOUTHEAST OF POWER POLE NO. 9-4E WITH YARD LIGHT ATTACHED,
 CP2658'44.5 FEET NORTH OF THE CENTER OF PAVED ROAD, 23.5 FEET WEST OF
 CP2658'THE CENTER OF THE EAST GRAVEL DRIVEWAY AND 2 FEET EAST OF THE
 CP2658'EAST END OF BRICK CHURCH MARQUE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ2065 ***********************************************************************
 DJ2065  DESIGNATION -  IRBY
 DJ2065  PID         -  DJ2065
 DJ2065  STATE/COUNTY-  MS/GRENADA
 DJ2065  USGS QUAD   -  GRENADA (1983)
 DJ2065
 DJ2065                         *CURRENT SURVEY CONTROL
 DJ2065  ___________________________________________________________________
 DJ2065* NAD 83(1993)-  33 46 21.98673(N)    089 45 36.13427(W)     ADJUSTED  
 DJ2065* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DJ2065  ___________________________________________________________________
 DJ2065  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DJ2065  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DJ2065  HORZ ORDER  -  FIRST
 DJ2065
 DJ2065.The horizontal coordinates were established by classical geodetic methods
 DJ2065.and adjusted by the National Geodetic Survey in May 1994.
 DJ2065
 DJ2065.The orthometric height was scaled from a topographic map.
 DJ2065
 DJ2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2065
 DJ2065.The geoid height was determined by GEOID03.
 DJ2065
 DJ2065;                    North         East     Units Scale Factor Converg.
 DJ2065;SPC MS W     -   473,892.191   753,102.125   MT  0.99998475   +0 19 07.3
 DJ2065;SPC MS W     - 1,554,761.30  2,470,802.56   sFT  0.99998475   +0 19 07.3
 DJ2065;UTM  16      - 3,740,385.971   244,401.827   MT  1.00040546   -1 32 06.5
 DJ2065
 DJ2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2065!SPC MS W     -   0.99998378  x   0.99998475  =   0.99996853
 DJ2065!UTM  16      -   0.99998378  x   1.00040546  =   1.00038923
 DJ2065
 DJ2065|---------------------------------------------------------------------|
 DJ2065| PID    Reference Object                     Distance      Geod. Az  |
 DJ2065|                                                           dddmmss.s |
 DJ2065| CG2091 IRBY RM 1                            23.614 METERS 10442     |
 DJ2065| DJ2033 KINCAID LOOKOUT TOWER               APPROX. 6.5 KM 1120758.6 |
 DJ2065| DJ2042 DUCK HILL MUNICIPAL TANK            APPROX.16.0 KM 1641253.4 |
 DJ2065| DJ2048 HERBERT                             APPROX.13.4 KM 2010124.1 |
 DJ2065| DJ2043 GRENADA MC QUAY INC TANK            APPROX. 5.8 KM 2014115.6 |
 DJ2065| DJ2047 GRENADA KOPPERS CO TANK             APPROX. 4.8 KM 2075628.0 |
 DJ2065| DJ2046 GRENADA KOPPERS CO STACK            APPROX. 4.8 KM 2081150.7 |
 DJ2065| CG2092 IRBY RM 2                            25.488 METERS 23715     |
 DJ2065| DJ2064 GRENADA VIDEO INC TV MAST           APPROX. 5.5 KM 2733846.0 |
 DJ2065| DJ2073 GRENADA MISS PWR AND LT CHIM        APPROX. 3.6 KM 2803545.8 |
 DJ2065| DJ2061 GRENADA ALL SAINTS EPIS CHURCH      APPROX. 4.2 KM 2811114.1 |
 DJ2065| DJ2062 GRENADA RAD STA WNAG MAST           APPROX. 4.0 KM 2812821.3 |
 DJ2065| DJ2072 GRENADA FEDERAL COMPRESS TANK       APPROX. 3.6 KM 2863042.5 |
 DJ2065| DJ2068 GRENADA FIRST PRESB CH SPIRE        APPROX. 4.3 KM 2863858.0 |
 DJ2065| CG2090 IRBY AZ MK                                         2892526.9 |
 DJ2065|---------------------------------------------------------------------|
 DJ2065
 DJ2065                          SUPERSEDED SURVEY CONTROL
 DJ2065
 DJ2065  NAD 83(1986)-  33 46 21.99801(N)    089 45 36.13092(W) AD(       ) 1
 DJ2065  NAD 27      -  33 46 21.58100(N)    089 45 35.82100(W) AD(       ) 1
 DJ2065
 DJ2065.Superseded values are not recommended for survey control.
 DJ2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2065.See file dsdata.txt to determine how the superseded data were derived.
 DJ2065
 DJ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC4440240386(NAD 83)
 DJ2065_MARKER: DS = TRIANGULATION STATION DISK
 DJ2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2065+STABILITY: SURFACE MOTION
 DJ2065
 DJ2065  HISTORY     - Date     Condition        Report By
 DJ2065  HISTORY     - 1934     MONUMENTED       CGS
 DJ2065  HISTORY     - 1940     GOOD             CGS
 DJ2065  HISTORY     - 1957     GOOD             CGS
 DJ2065  HISTORY     - 1973     GOOD             MSHD
 DJ2065  HISTORY     - 1978     GOOD             NGS
 DJ2065  HISTORY     - 1980     GOOD             MSSU
 DJ2065  HISTORY     - 19810301 GOOD             MSSU
 DJ2065
 DJ2065                          STATION DESCRIPTION
 DJ2065
 DJ2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 DJ2065'ABOUT 2-1/2 MILES A LITTLE SOUTH OF EAST OF GRENADA, 0.35 MILE
 DJ2065'SOUTH OF STATE HIGHWAY 8, IN THE CENTER OF SEC. 15, T. 22 N.,
 DJ2065'R. 5 E, ON THE PROPERTY OF C.P. IRBY, IN THE CENTER OF WHAT
 DJ2065'IS LOCALLY KNOWN AS OLD FORT HILL WHICH IS AN OLD CONFEDERATE
 DJ2065'FORT, 13 YARDS NORTHWEST OF A 14-INCH PINE WITH A TRIANGULAR
 DJ2065'BLAZE, 11 YARDS SOUTH OF A 10-INCH OAK AND ABOUT 75 YARDS EAST OF
 DJ2065'THE MAIN ROAD.
 DJ2065'
 DJ2065'TO REACH FROM THE POST OFFICE IN GRENADA, AT THE JUNCTION OF
 DJ2065'U.S. HIGHWAY 51 AND STATE HIGHWAY 8, GO EAST ON STATE HIGHWAY
 DJ2065'8 FOR 2.25 MILES, TURN SHARP RIGHT ONTO A DIRT ROAD, GO 0.4
 DJ2065'MILE AND TURN LEFT AT A THREE-WAY FORKS, CONTINUE FOR 0.5 MILE
 DJ2065'TO A DIM SIDE ROAD TO LEFT AT TOP OF GRADE, TURN SHARP LEFT HERE
 DJ2065'AND GO 0.1 MILE TO HIGHEST POINT AND STATION.
 DJ2065'
 DJ2065'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DJ2065'BRONZE DISKS SET IN CONCRETE.
 DJ2065'
 DJ2065'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ON TOP OF THE
 DJ2065'WEST EMBANKMENT OF THE OLD FORT.
 DJ2065'
 DJ2065'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON THE SOUTHWEST
 DJ2065'EMBANKMENT OF THE OLD FORT, AND 3 YARDS SOUTH OF A 12-INCH OAK.
 DJ2065'
 DJ2065'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION ON THE PROPERTY
 DJ2065'OF MRS. C.V. BELL, 28 YARDS EAST OF THE CENTER LINE OF THE ROAD
 DJ2065'LEADING TO THE STATION, 32 YARDS WEST OF MRS.
 DJ2065'BELLS HOUSE, 6 FEET NORTH OF THE CENTER LINE OF THE DRIVE
 DJ2065'INTO THE BELL HOUSE.
 DJ2065'
 DJ2065'A 90-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 DJ2065'
 DJ2065'HEIGHT OF LIGHT STATION MARK - 30 METERS.
 DJ2065
 DJ2065                          STATION RECOVERY (1940)
 DJ2065
 DJ2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CE)
 DJ2065'STATION RECOVERED IN GOOD CONDITION.  AZIMUTH MARK AND REFERENCE
 DJ2065'MARKS 1 AND 2 VISITED.  NO APPARENT CHANGES AS TO THE DESCRIPTIONS
 DJ2065'OR LOCATION.
 DJ2065
 DJ2065                          STATION RECOVERY (1957)
 DJ2065
 DJ2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DJ2065'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 DJ2065'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 DJ2065'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY WITH EXCEPTION
 DJ2065'OF PROPERTY OWNER WHO IS NOW MRS. T.T. YEAGER.  A STANDARD WITNESS
 DJ2065'POST WAS SET 1 FOOT NORTH OF MARK.  THE ROUTE TO STATION IS NOW
 DJ2065'AS FOLLOWS, TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 DJ2065'STATE HIGHWAY 8, AT THE SOUTH SIDE OF GRENADA, GO EAST ON
 DJ2065'HIGHWAY 8 FOR 2.05 MILES TO ROAD FORK OF PAVED ROADS.  TAKE
 DJ2065'RIGHT FORK, HIGHWAY 8, GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT,
 DJ2065'AT THE R.J.  O BRIEN MAIL BOX.  TURN RIGHT, SOUTH, AND CONTINUE FOR
 DJ2065'0.4 MILE TO THREE ROAD FORKS.  TAKE THE LEFT FORK, GO 0.2 MILE
 DJ2065'TO THE AZIMUTH MARK ON THE LEFT, AT THE BELL RESIDENCE.
 DJ2065'CONTINUE EASTERLY FOR 0.35 MILE TO TOP OF RIDGE AND
 DJ2065'TRIANGULAR BLAZE ON AN OAK TREE.  TURN SHARP LEFT, AND FOLLOW A
 DJ2065'TRACK ROAD OF 0.15 MILE TO THE END OF TRUCK TRAVEL AT A
 DJ2065'TRIANGULAR BLAZE ON THE RIGHT.  PACK WEST-SOUTHWEST ABOUT 100
 DJ2065'YARDS TO HIGHEST POINT AND STATION.
 DJ2065'
 DJ2065'NOTE- A 90 FT. TOWER WAS USED
 DJ2065
 DJ2065                          STATION RECOVERY (1973)
 DJ2065
 DJ2065'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DJ2065'THE STATION WAS VISITED 5-24-73 AND THE STATION MARK, RM 1, AND RM 2
 DJ2065'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 DJ2065'RESIDENTS OF THE HOUSE, FORMERLY THE BELL HOUSE, WHO HAVE LIVED
 DJ2065'THERE ABOUT 15 YEARS STATED THAT THEY HAD NEVER SEEN THE MARK.
 DJ2065'
 DJ2065'THE STATION IS LOCATED 2.7 MILES ENE OF GRENADA ON THE TOP OF A HILL
 DJ2065'KNOWN AS OLD FORT HILL WHICH IS AN OLD CONFEDERATE FORT IN THE SE
 DJ2065'1/4 OF THE NE 1/4 OF SECTION 15, T 22N, R 5E.  IT IS ABOUT
 DJ2065'100 YARDS NORTH OF THE CENTER OF A GRAVELED ROAD, 48 FEET SE OF
 DJ2065'THE CENTER OF A SMALL LEVEE, 42 FEET NW OF THE CENTER OF A SMALL
 DJ2065'LEVEE, 34 FEET SE OF A 14 INCH OAK, 13 FEET SW OF A 9 INCH OAK,
 DJ2065'16.5 FEET NE OF A 7 INCH OAK AND 1 FOOT NE OF A METAL WITNESS
 DJ2065'POST.
 DJ2065'
 DJ2065'IT IS A TRIANGULATION DISK, STAMPED IRBY 1934 PROJECTING 10 INCHES.
 DJ2065'
 DJ2065'REFERENCE MARK NO 1 77.47 FEET EAST OF THE STATION.  IT IS 72 FEET
 DJ2065'WEST OF THE EAST END OF A SMALL LEVEE, IN THE CENTER OF THE LEVEE,
 DJ2065'35 FEET SE OF A 12 INCH OAK, 11 FEET NNW OF A 7 INCH TWIN PINE AND
 DJ2065'1 FOOT NORTH OF A METAL WITNESS POST.
 DJ2065'
 DJ2065'IT IS A REFERENCE MARK DISK, STAMPED IRBY NO 1 1934 PROJECTING 6
 DJ2065'INCHES.
 DJ2065'
 DJ2065'REFERENCE MARK NO 2 IS 83.62 FEET SW OF THE STATION.  IT IS 11 FEET
 DJ2065'EAST OF A RIGHT ANGLE TURN IN A SMALL LEVEE NEAR THE CENTER OF THE
 DJ2065'TOP OF THE LEVEE, 33 FEET SOUTH OF A 12 INCH OAK, 7 FEET SE OF A 10
 DJ2065'INCH OAK AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DJ2065'REFERENCE MARK DISK, STAMPED IRBY NO 2 1934 PROJECTING 10 INCHES.
 DJ2065'
 DJ2065'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 DJ2065'STATE HIGHWAY 8 IN GRENADA GO EAST ON STATE HIGHWAY 8 FOR 2 MILES TO
 DJ2065'THE JUNCTION OF STATE HIGHWAY 333.  CONTINUE EAST ON STATE HIGHWAY
 DJ2065'8 FOR 0.65 MILE TO A SIDE ROAD RIGHT JUST BEYOND A SIDE ROAD LEFT.
 DJ2065'TURN RIGHT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.4 MILE TO A
 DJ2065'THREE WAY FORK.  TAKE THE LEFT FORK AND GO EAST ON A GRAVELED ROAD
 DJ2065'FOR 0.6 MILE TO THE TOP OF THE HILL AND A WOODS ROAD ON THE LEFT.
 DJ2065'TURN SHARP LEFT AND GO NW ON A WOODS ROAD FOR 0.15 MILE THEN
 DJ2065'WALK WEST FOR ABOUT 100 YARDS TO THE OLD FORT AND THE MARK.
 DJ2065'
 DJ2065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES ESE OF
 DJ2065'GRENADA.
 DJ2065
 DJ2065                          STATION RECOVERY (1978)
 DJ2065
 DJ2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DJ2065'STATION AND REFERENCE MARKS NO.1 AND NO.2 WERE RECOVERED IN GOOD
 DJ2065'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS
 DJ2065'BELIEVED DESTROYED.  AZIMUTH MARK WOULD NOT SEE TO STATION AT PRESENT
 DJ2065'TIME.  NO LOCATION FOR NEW AZIMUTH MARK COULD BE FOUND WITH OUT
 DJ2065'CUTTING LARGE TREES.
 DJ2065'
 DJ2065'THE 1973 DESCRIPTION BY (MSHD) IS ADEQUATE AND COMPLETE FOR RECOVERY
 DJ2065'OF THE STATION AND REFERENCE MARKS.
 DJ2065
 DJ2065                          STATION RECOVERY (1980)
 DJ2065
 DJ2065'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 DJ2065'STATION, REFERENCE MARKS 1, AND 2 RECOVERED IN GOOD CONDITION.
 DJ2065
 DJ2065                          STATION RECOVERY (1981)
 DJ2065
 DJ2065'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 DJ2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0288 ***********************************************************************
 EH0288  DESIGNATION -  IRON BAR
 EH0288  PID         -  EH0288
 EH0288  STATE/COUNTY-  MS/TALLAHATCHIE
 EH0288  USGS QUAD   -  TUTWILER (1967)
 EH0288
 EH0288                         *CURRENT SURVEY CONTROL
 EH0288  ___________________________________________________________________
 EH0288* NAD 83(1986)-  34 00 55.     (N)    090 25 56.     (W)     SCALED    
 EH0288* NAVD 88     -        46.919  (meters)     153.93   (feet)  ADJUSTED  
 EH0288  ___________________________________________________________________
 EH0288  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EH0288  DYNAMIC HT  -          46.873 (meters)     153.78  (feet)  COMP
 EH0288  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 EH0288
 EH0288  VERT ORDER  -  FIRST     CLASS II
 EH0288
 EH0288.The horizontal coordinates were scaled from a topographic map and have
 EH0288.an estimated accuracy of +/- 6 seconds.
 EH0288
 EH0288.The orthometric height was determined by differential leveling
 EH0288.and adjusted in June 1991.
 EH0288.WARNING-Repeat measurements at this control monument indicate possible
 EH0288.vertical movement.
 EH0288
 EH0288.The geoid height was determined by GEOID03.
 EH0288
 EH0288.The dynamic height is computed by dividing the NAVD 88
 EH0288.geopotential number by the normal gravity value computed on the
 EH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0288.degrees latitude (g = 980.6199 gals.).
 EH0288
 EH0288.The modeled gravity was interpolated from observed gravity values.
 EH0288
 EH0288;                    North         East    Units  Estimated Accuracy
 EH0288;SPC MS W     -   500,650.      690,870.      MT  (+/- 180 meters Scaled)
 EH0288
 EH0288                          SUPERSEDED SURVEY CONTROL
 EH0288
 EH0288  NGVD 29 (??/??/??)   46.958  (m)          154.06   (f) ADJUSTED    1 2
 EH0288
 EH0288.Superseded values are not recommended for survey control.
 EH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0288.See file dsdata.txt to determine how the superseded data were derived.
 EH0288
 EH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT371668(NAD 83)
 EH0288_MARKER: Z = SEE DESCRIPTION
 EH0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EH0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0288
 EH0288  HISTORY     - Date     Condition        Report By
 EH0288  HISTORY     - UNK      MONUMENTED       CGS
 EH0288  HISTORY     - 1968     GOOD             MSHD
 EH0288  HISTORY     - 1970     GOOD             NGS
 EH0288
 EH0288                          STATION DESCRIPTION
 EH0288
 EH0288'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 EH0288'IN TUTWILER.
 EH0288'THE MARK IS LOCATED IN TUTWILER JUST NORTH OF A SHORT STREET
 EH0288'PARALLELING THE ILLINOIS CENTRAL RAILROAD TRACK AND IS IN THE
 EH0288'SOUTHWEST 1/4 OF SECTION 20, T 25N, R 2W.  IT IS 121 FEET NORTHEAST OF
 EH0288'THE NORTHEAST CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 70.5
 EH0288'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF A BLACKTOP STREET,
 EH0288'18 FEET NORTH OF THE CENTER OF A GRAVELED STREET, 47.5 FEET NORTHEAST
 EH0288'OF A TELEPHONE LINE POLE WITH A GUY WIRE, 10 FEET SOUTHEAST OF THE
 EH0288'SOUTHEAST CORNER OF A SMALL FRAME BUILDING USED AS A SHOE SHOP, 4.5
 EH0288'FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE, IS THE
 EH0288'TOP OF A 1 1/2 INCH IRON BAR ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 EH0288'AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND. TO REACH FROM THE
 EH0288'JUNCTION OF MISSISSIPPI HIGHWAY 3 AND U.S. HIGHWAY 49 AT THE EAST EDGE
 EH0288'OF TUTWILER GO SOUTHEAST ON U.S. HIGHWAY 49E FOR 0.1 MILE TO A
 EH0288'CROSSROADS.  TURN RIGHT (WEST) AND CONTINUE ON A BLACKTOP STREET FOR
 EH0288'0.25 MILE TO A CROSS STREET.  TURN LEFT (NORTH) PASSING BETWEEN A
 EH0288'GROUP OF BUILDINGS FOR 0.05 MILE TO A T INTERSECTION JUST BEFORE
 EH0288'REACHING THE ILLINOIS CENTRAL RAILROAD TRACK AND THE MARK ON THE LEFT
 EH0288'AS DESCRIBED.
 EH0288
 EH0288                          STATION RECOVERY (1970)
 EH0288
 EH0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EH0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0458 ***********************************************************************
 BH0458  DESIGNATION -  ISABELL
 BH0458  PID         -  BH0458
 BH0458  STATE/COUNTY-  MS/GEORGE
 BH0458  USGS QUAD   -  LUCEDALE (1982)
 BH0458
 BH0458                         *CURRENT SURVEY CONTROL
 BH0458  ___________________________________________________________________
 BH0458* NAD 83(1993)-  30 56 33.40049(N)    088 37 09.60321(W)     ADJUSTED  
 BH0458* NAVD 88     -        46.035  (meters)     151.03   (feet)  ADJUSTED  
 BH0458  ___________________________________________________________________
 BH0458  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BH0458  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0458  DYNAMIC HT  -          45.975 (meters)     150.84  (feet)  COMP
 BH0458  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BH0458
 BH0458  HORZ ORDER  -  SECOND
 BH0458  VERT ORDER  -  SECOND    CLASS 0
 BH0458
 BH0458.The horizontal coordinates were established by classical geodetic methods
 BH0458.and adjusted by the National Geodetic Survey in May 1994.
 BH0458
 BH0458.The orthometric height was determined by differential leveling
 BH0458.and adjusted in May 1996.
 BH0458
 BH0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0458
 BH0458.The geoid height was determined by GEOID03.
 BH0458
 BH0458.The dynamic height is computed by dividing the NAVD 88
 BH0458.geopotential number by the normal gravity value computed on the
 BH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0458.degrees latitude (g = 980.6199 gals.).
 BH0458
 BH0458.The modeled gravity was interpolated from observed gravity values.
 BH0458
 BH0458;                    North         East     Units Scale Factor Converg.
 BH0458;SPC MS E     -   159,934.055   320,449.056   MT  0.99995516   +0 06 36.1
 BH0458;SPC MS E     -   524,716.98  1,051,339.94   sFT  0.99995516   +0 06 36.1
 BH0458;UTM  16      - 3,424,366.046   345,306.259   MT  0.99989519   -0 49 58.1
 BH0458
 BH0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0458!SPC MS E     -   0.99999724  x   0.99995516  =   0.99995240
 BH0458!UTM  16      -   0.99999724  x   0.99989519  =   0.99989243
 BH0458
 BH0458|---------------------------------------------------------------------|
 BH0458| PID    Reference Object                     Distance      Geod. Az  |
 BH0458|                                                           dddmmss.s |
 BH0458| DD8962 ISABELL RM 2                          7.805 METERS 08143     |
 BH0458| BH1504 ESSEX 3 AZ MK                       464.196 METERS 2725617.1 |
 BH0458| BH2450 POINT A OFFSET                      468.153 METERS 2733403.8 |
 BH0458| DD8961 ISABELL RM 1                         21.190 METERS 34724     |
 BH0458|---------------------------------------------------------------------|
 BH0458
 BH0458                          SUPERSEDED SURVEY CONTROL
 BH0458
 BH0458  NAD 83(1993)-  30 56 33.40685(N)    088 37 09.60018(W) AD(       ) 2
 BH0458  NAD 83(1986)-  30 56 33.41901(N)    088 37 09.60319(W) AD(       ) 2
 BH0458  NAD 27      -  30 56 32.74900(N)    088 37 09.51300(W) AD(       ) 2
 BH0458  NGVD 29 (??/??/??)   46.025  (m)          151.00   (f) ADJUSTED    2 0
 BH0458
 BH0458.Superseded values are not recommended for survey control.
 BH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0458.See file dsdata.txt to determine how the superseded data were derived.
 BH0458
 BH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4530624366(NAD 83)
 BH0458_MARKER: DE = TRAVERSE STATION DISK
 BH0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0458_STAMPING: ISABELL 1921
 BH0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0458
 BH0458  HISTORY     - Date     Condition        Report By
 BH0458  HISTORY     - 1921     MONUMENTED       CGS
 BH0458  HISTORY     - 1971     GOOD             NGS
 BH0458  HISTORY     - 1971     GOOD             NGS
 BH0458  HISTORY     - 1976     GOOD             MSHD
 BH0458  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH0458
 BH0458                          STATION DESCRIPTION
 BH0458
 BH0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0458'STATION IS 2-3/8 MILES N OF LUCEDALE ON W LEFT SIDE OF TRACK, ON
 BH0458'EXTENSION OF BACK TANGENT OF W LEFT RAIL, 175 METERS N OF SIDING
 BH0458'SIGN ISABELLE, 75 METERS S OF W RAILROAD CROSSING, 13.10 METERS
 BH0458'(42.98 FEET) W OF W AND NEAREST RAIL.
 BH0458'
 BH0458'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0458'SET IN CONCRETE.
 BH0458'
 BH0458'REFERENCE MARKS ARE ON SAME W SIDE OF TRACK.  REFERENCE MARK NO.1 S
 BH0458'OF STATION ALONG FENCE LINE.  REFERENCE MARK NO.2 ON EDGE OF CUT.
 BH0458
 BH0458                          STATION RECOVERY (1971)
 BH0458
 BH0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BH0458'THE STATION WAS VISITED 4-20-71 AND THE STATION WAS FOUND IN GOOD
 BH0458'CONDITION.  REFERENCE MARK NO. 1 AND NO. 2 WERE NOT FOUND AT THIS
 BH0458'DATE.  THE STATION WAS OCCUPIED AT THIS DATE TO CHECK THE POSITION OF
 BH0458'ESSEX 2 1937 USING LODI 1921 AS THE AZIMUTH.  THE DISTANCE TO LODI
 BH0458'1921 FROM THIS STATION WAS CHECKED WITH A DIST-O-MAT AND CHECKED .021
 BH0458'M.  A NEW DESCRIPTION FOLLOWS-
 BH0458'
 BH0458'THE STATION IS LOCATED 2.2 MILES NORTHWEST OF LUCEDALE, ON THE
 BH0458'RIGHT-OF-WAY OF THE GULF MOBILE AND OHIO RAILROAD, IN THE SE 1/4 OF
 BH0458'SEC. 19, T 1S, R 6 W, ON THE NORTH SIDE OF A STORAGE AREA FOR LOGS OF
 BH0458'THE BOX FACTORY, 43 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 BH0458'154.5 FEET WEST OF THE NORTHWEST CORNER OF A LARGE TIN BUILDING, 56.5
 BH0458'FEET SOUTHWEST OF A TELEPHONE POLE WITH GUY WIRES, 204 FEET
 BH0458'NORTHWEST OF A 36-INCH OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS
 BH0458'POST AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.  IT IS
 BH0458'TRAVERSE DISK STAMPED ISIBELL 1921, PROJECTING 2 INCHES.
 BH0458'
 BH0458'TO REACH FROM THE POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98
 BH0458'FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAYS 26 AND 63,
 BH0458'CONTINUE WEST ON U.S. HIGHWAY 98 FOR 2.25 MILE TO A SIDE ROAD RIGHT,
 BH0458'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR ABOUT 100 YARDS, TAKE
 BH0458'LEFT FORK AND GO ABOUT 200 FEET TO A LARGE TIN BUILDING AND THE MARK
 BH0458'ON THE LEFT.
 BH0458'
 BH0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.2 MILES NORTHWEST
 BH0458'OF LUCEDALE
 BH0458
 BH0458                          STATION RECOVERY (1971)
 BH0458
 BH0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0458'2.2 MI NW FROM LUCEDALE.
 BH0458'LOCATED 2.2 MILES NORTHWEST OF LUCEDALE, ON THE RIGHT-OF-WAY OF THE
 BH0458'GULF MOBILE AND OHIO RAILROAD, IN THE SE 1/2 OF SEC. 19, T 1 S., R 6
 BH0458'W. ON THE NORTH SIDE OF AN AREA USED FOR STOCKPILE OF TIMBER FOR THE
 BH0458'BOX FACTORY, 43 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, 154.5 FEET
 BH0458'WEST OF THE NORTHWEST CORNER OF THE LARGE TIN BUILDING (BOX FACTORY)
 BH0458'56.5 FEET SOUTHWEST OF A TELEPHONE POLE WITH GUY WIRES, 204 FEET
 BH0458'NORTHWEST OF A 3-FOOT OAK TREE, AND 1 FOOT NORTH OF A METAL WITNESS
 BH0458'POST AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.  IT IS A TRAVERSE
 BH0458'DISK STAMPED ISABELL 1921.  TO REACH FROM THE POST OFFICE IN LUCEDALE
 BH0458'GO WEST ON U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 BH0458'HIGHWAY 26 AND 63, CONTINUE WEST ON U.S. HIGHWAY 98 FOR 2.25 MILES TO
 BH0458'A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR ABOUT 100 YARDS ON A
 BH0458'GRAVELED ROAD TO A FORK, TAKE LEFT FORK AND GO NORTH TO THE LARGE TIN
 BH0458'BUILDING AND THE MARK ON THE LEFT.
 BH0458
 BH0458                          STATION RECOVERY (1976)
 BH0458
 BH0458'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 BH0458'RECOVERED IN GOOD CONDITION.
 BH0458
 BH0458                          STATION RECOVERY (1978)
 BH0458
 BH0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCP)
 BH0458'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2372 ***********************************************************************
 BH2372  DESIGNATION -  ISLAND HOUSE
 BH2372  PID         -  BH2372
 BH2372  STATE/COUNTY-  MS/JACKSON
 BH2372  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2372
 BH2372                         *CURRENT SURVEY CONTROL
 BH2372  ___________________________________________________________________
 BH2372* NAD 83(1993)-  30 23 23.35896(N)    088 48 32.64936(W)     ADJUSTED  
 BH2372* NAVD 88     -              **(meters)            **(feet)            
 BH2372  ___________________________________________________________________
 BH2372  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2372  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH2372  HORZ ORDER  -  THIRD
 BH2372
 BH2372.The horizontal coordinates were established by classical geodetic methods
 BH2372.and adjusted by the National Geodetic Survey in May 1994.
 BH2372
 BH2372
 BH2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2372
 BH2372.The geoid height was determined by GEOID03.
 BH2372
 BH2372;                    North         East     Units Scale Factor Converg.
 BH2372;SPC MS E     -    98,633.437   302,331.829   MT  0.99995007   +0 00 44.2
 BH2372;SPC MS E     -   323,599.87    991,900.34   sFT  0.99995007   +0 00 44.2
 BH2372;UTM  16      - 3,363,370.459   326,191.216   MT  0.99997270   -0 54 55.4
 BH2372
 BH2372                          SUPERSEDED SURVEY CONTROL
 BH2372
 BH2372  NAD 83(1993)-  30 23 23.37170(N)    088 48 32.64003(W) AD(       ) 4
 BH2372  NAD 83(1986)-  30 23 23.37934(N)    088 48 32.63790(W) AD(       ) 4
 BH2372  NAD 27      -  30 23 22.66900(N)    088 48 32.52900(W) AD(       ) 3
 BH2372
 BH2372.Superseded values are not recommended for survey control.
 BH2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2372.See file dsdata.txt to determine how the superseded data were derived.
 BH2372
 BH2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2619163370(NAD 83)
 BH2372_MARKER: 81 = GABLE
 BH2372
 BH2372  HISTORY     - Date     Condition        Report By
 BH2372  HISTORY     - 1910     FIRST OBSERVED   CGS
 BH2372  HISTORY     - 1917     GOOD             CGS
 BH2372  HISTORY     - 1935     GOOD             CGS
 BH2372  HISTORY     - 1950     GOOD             CGS
 BH2372  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BH2372
 BH2372                          STATION DESCRIPTION
 BH2372
 BH2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (HAS)
 BH2372'SW GABLE.
 BH2372
 BH2372                          STATION RECOVERY (1935)
 BH2372
 BH2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2372'APPARENTLY STILL IN EXISTENCE BUT NEARLY READY TO FALL OVER.
 BH2372
 BH2372                          STATION RECOVERY (1950)
 BH2372
 BH2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 BH2372'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE N
 BH2372'SHORE OF A SMALL ISLAND IN DAVIS BAYOU, AND N OF MARSH POINT.
 BH2372'THE STATION IS THE S GABLE OF AN ABANDONED HOUSE BUILT ON PILING.
 BH2372
 BH2372                          STATION RECOVERY (1969)
 BH2372
 BH2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCV)
 BH2372'THE FRAME OF THE HOUSE IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2384 ***********************************************************************
 BH2384  DESIGNATION -  ISLE 1966
 BH2384  PID         -  BH2384
 BH2384  STATE/COUNTY-  MS/HARRISON
 BH2384  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH2384
 BH2384                         *CURRENT SURVEY CONTROL
 BH2384  ___________________________________________________________________
 BH2384* NAD 83(1993)-  30 23 23.71481(N)    088 51 29.22686(W)     ADJUSTED  
 BH2384* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BH2384  ___________________________________________________________________
 BH2384  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BH2384  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2384  HORZ ORDER  -  THIRD
 BH2384
 BH2384.The horizontal coordinates were established by classical geodetic methods
 BH2384.and adjusted by the National Geodetic Survey in May 1994.
 BH2384
 BH2384.The orthometric height was scaled from a topographic map.
 BH2384
 BH2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2384
 BH2384.The geoid height was determined by GEOID03.
 BH2384
 BH2384;                    North         East     Units Scale Factor Converg.
 BH2384;SPC MS E     -    98,644.405   297,618.088   MT  0.99995007   -0 00 45.1
 BH2384;SPC MS E     -   323,635.85    976,435.34   sFT  0.99995007   -0 00 45.1
 BH2384;UTM  16      - 3,363,457.747   321,478.116   MT  0.99999318   -0 56 24.9
 BH2384
 BH2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2384!SPC MS E     -   1.00000365  x   0.99995007  =   0.99995372
 BH2384!UTM  16      -   1.00000365  x   0.99999318  =   0.99999683
 BH2384
 BH2384                          SUPERSEDED SURVEY CONTROL
 BH2384
 BH2384  NAD 83(1993)-  30 23 23.72760(N)    088 51 29.21616(W) AD(       ) 3
 BH2384  NAD 83(1986)-  30 23 23.73486(N)    088 51 29.21358(W) AD(       ) 3
 BH2384
 BH2384.Superseded values are not recommended for survey control.
 BH2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2384.See file dsdata.txt to determine how the superseded data were derived.
 BH2384
 BH2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU2147863458(NAD 83)
 BH2384_MARKER: DS = TRIANGULATION STATION DISK
 BH2384_SETTING: 0 = UNSPECIFIED SETTING
 BH2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2384
 BH2384  HISTORY     - Date     Condition        Report By
 BH2384  HISTORY     - 1966     MONUMENTED       CGS
 BH2384
 BH2384                          STATION DESCRIPTION
 BH2384
 BH2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WRC)
 BH2384'THE STATION IS A STANDARD DISC STAMPED ISLE, 1966, SET IN A CONCRETE
 BH2384'MONUMENT FLUSH WITH THE GROUND NEAR THE S SHORE OF CADET POINT.  THE
 BH2384'STATION IS 135 FT. WSW OF THE CENTER OF A LARGE DIESEL OIL TANK.
 BH2384'144 FT. SE OF THE SE CORNER OF A TIN OFFICE BUILDING.  144 FT. E
 BH2384'OF A FENCE POST AT THE S END OF A FENCE RUNNING N-S.  21 FT. N OF
 BH2384'THE MHWL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1845 ***********************************************************************
 DK1845  DESIGNATION -  ISOLA
 DK1845  PID         -  DK1845
 DK1845  STATE/COUNTY-  MS/HUMPHREYS
 DK1845  USGS QUAD   -  KINLOCK (1965)
 DK1845
 DK1845                         *CURRENT SURVEY CONTROL
 DK1845  ___________________________________________________________________
 DK1845* NAD 83(1993)-  33 15 28.93362(N)    090 37 48.76368(W)     ADJUSTED  
 DK1845* NAVD 88     -        33.61   (+/-2cm)     110.3    (feet)  VERTCON   
 DK1845  ___________________________________________________________________
 DK1845  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DK1845  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DK1845  HORZ ORDER  -  SECOND
 DK1845  VERT ORDER  -  THIRD ? (See Below)
 DK1845
 DK1845.The horizontal coordinates were established by classical geodetic methods
 DK1845.and adjusted by the National Geodetic Survey in May 1994.
 DK1845
 DK1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK1845.The vertical order pertains to the NGVD 29 superseded value.
 DK1845
 DK1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1845
 DK1845.The geoid height was determined by GEOID03.
 DK1845
 DK1845;                    North         East     Units Scale Factor Converg.
 DK1845;SPC MS W     -   416,695.295   672,338.097   MT  0.99995943   -0 09 46.1
 DK1845;SPC MS W     - 1,367,107.81  2,205,829.24   sFT  0.99995943   -0 09 46.1
 DK1845;UTM  15      - 3,682,398.061   720,754.346   MT  1.00020087   +1 18 00.5
 DK1845
 DK1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1845!SPC MS W     -   0.99999889  x   0.99995943  =   0.99995832
 DK1845!UTM  15      -   0.99999889  x   1.00020087  =   1.00019976
 DK1845
 DK1845:                Primary Azimuth Mark                     Grid Az
 DK1845:SPC MS W     -  INVERNESS FED COMPRESS CO S TK           017 23 06.8
 DK1845:UTM  15      -  INVERNESS FED COMPRESS CO S TK           015 55 20.2
 DK1845
 DK1845|---------------------------------------------------------------------|
 DK1845| PID    Reference Object                     Distance      Geod. Az  |
 DK1845|                                                           dddmmss.s |
 DK1845| DK1840 INVERNESS FED COMPRESS CO S TK      APPROX.11.9 KM 0171320.7 |
 DK1845| DK1843 GULF INTERST GAS KKM 543 MAST       APPROX.11.3 KM 0581553.2 |
 DK1845| CY6295 ISOLA AZ MK                                        0762929.4 |
 DK1845| DK1844 ISOLA MUNICIPAL TANK                APPROX. 3.4 KM 0854759.1 |
 DK1845| CY6296 ISOLA RM 1                           35.533 METERS 09045     |
 DK1845| DK1857 ISOLA RADIO STA KKM 814 MAST        APPROX. 5.2 KM 1174410.2 |
 DK1845| CY6298 ISOLA RM 3                           19.908 METERS 23949     |
 DK1845| CY6299 ISOLA RM 4                           28.036 METERS 29054     |
 DK1845| CY6297 ISOLA RM 2                           33.713 METERS 30102     |
 DK1845|---------------------------------------------------------------------|
 DK1845
 DK1845                          SUPERSEDED SURVEY CONTROL
 DK1845
 DK1845  NAD 83(1986)-  33 15 28.94511(N)    090 37 48.75927(W) AD(       ) 2
 DK1845  NAD 27      -  33 15 28.50700(N)    090 37 48.42630(W) AD(       ) 2
 DK1845  NGVD 29 (07/19/86)   33.68   (m)          110.5    (f) LEVELING    3  
 DK1845
 DK1845.Superseded values are not recommended for survey control.
 DK1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1845.See file dsdata.txt to determine how the superseded data were derived.
 DK1845
 DK1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2075482398(NAD 83)
 DK1845_MARKER: DS = TRIANGULATION STATION DISK
 DK1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1845
 DK1845  HISTORY     - Date     Condition        Report By
 DK1845  HISTORY     - 1957     MONUMENTED       CGS
 DK1845  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DK1845
 DK1845                          STATION DESCRIPTION
 DK1845
 DK1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1845'THE STATION IS 2.25 MILES WEST OF ISOLA, ABOUT 7 MILES SOUTH
 DK1845'SOUTHWEST OF INVERNESS, ON THE NORTH SIDE OF A PAVED ROAD,
 DK1845'ON PROPERTY OWNED BY MR. J.H. EVANS.  IT IS 86 FEET NORTH OF THE
 DK1845'CENTERLINE OF THE PAVED ROAD, 68 FEET EAST OF A 38 INCH OAK
 DK1845'TREE, 60 FEET EAST OF A WIRE FENCE AND 43 FEET NORTH OF A
 DK1845'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DK1845'ISOLA 1957.
 DK1845'
 DK1845'TO REACH THE STATION FROM THE POST OFFICE IN ISOLA, GO WEST
 DK1845'ON A PAVED ROAD FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DK1845'CONTINUE WEST ON THE PAVED ROAD FOR 0.5 MILE TO THE STATION
 DK1845'ON THE RIGHT.
 DK1845'
 DK1845'REFERENCE MARK 1 IS 43 FEET NORTH OF THE CENTERLINE OF THE
 DK1845'PAVED ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 DK1845'1 INCH AND THE DISK IS STAMPED ISOLA NO 1 1957.
 DK1845'
 DK1845'REFERENCE MARK 2 IS 41 FEET SOUTHEAST OF THE NORTHEAST CORNER
 DK1845'OF A FARM HOUSE, 1 FOOT EAST OF A WIRE FENCE AND 30 FEET SOUTH
 DK1845'OF A FENCE CORNER.  THE MARK PROJECTS 1 INCH AND THE DISK
 DK1845'IS STAMPED ISOLA NO 2 1957.
 DK1845'
 DK1845'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF THE
 DK1845'PAVED ROAD, 18 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 DK1845'3 FEET SOUTH OF A POWER LINE POLE AND 3 FEET WEST OF A WHITE
 DK1845'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 DK1845'STAMPED ISOLA 1957.
 DK1845'
 DK1845'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DK1845
 DK1845                          STATION RECOVERY (1974)
 DK1845
 DK1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DK1845'THE STATION WAS VISITED 3-11-74 AND THE STATION SURFACE MARK WAS
 DK1845'FOUND UPROOTED AND LYING ON THE GROUND WITH THE DISK MISSING.  THE
 DK1845'STATION UNDERGROUND MARK WAS FOUND IN A CULTIVATED FIELD.  A NEW
 DK1845'SURFACE MARK WAS ESTABLISHED ABOUT 20 INCHES BELOW THE SURFACE OF
 DK1845'THE GROUND REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND DESTROYED.
 DK1845'REFERENCE MARKS NO. 3 AND 4 WERE ESTABOISHED AT THIS DATE.  A NEW
 DK1845'DESCRIPTION FOLLOWS--
 DK1845'
 DK1845'THE STATION IS LOCATED 2.25 MILES WEST OF ISOLA, 7 MILES SSE OF
 DK1845'INVERNESS ON PROPERTY OWNED BY R.G. BEARDEN, IN THE SE 1/4 OF SEC.
 DK1845'5, T 16 N, R 4 W.  IT IS 85 FEET NORTH OF THE CENTER OF A BLACK TOP
 DK1845'ROAD, 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 DK1845'67 FEET EAST OF A 4-FOOT OAK TREE, 72 FEET SOUTH OF THE PROJECTED
 DK1845'PLANE OF THE SOUTH WALL OF THE HOUSE AND 40 FEET NORTHEAST OF
 DK1845'THE PROJECTED PLANE OF A LINE BETWEEN THE TWO LARGE OAK TREES.
 DK1845'IT IS A TRIANGULATION STATION DISK STAMPED ISOLA 1957 1974, 20
 DK1845'INCHES BELOW THE SURFACE OF THE GROUND.
 DK1845'
 DK1845'REFERENCE MARK NO. 3 IS 65.32 FEET WEST OF THE STATION.  IT IS 2 FEET
 DK1845'EAST OF THE 4-FOOT OAK TREE AND 75 FEET NORTH OF THE CENTER OF THE
 DK1845'BLACK TOP ROAD.  IT IS A REFERENCE MARK DISK STAMPED ISOLA 1957
 DK1845'NO 3 1974 FLUSH WITH THE GROUND.
 DK1845'
 DK1845'REFERENCE MARK NO. 4 IS 91.98 FEET NORTHWEST OF THE STATION, 146
 DK1845'FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 69 FEET NORTH OF
 DK1845'THE 4-FOOT OAK TREE, 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK1845'THE PORCH OF THE HOUSE AND 1 FOOT SOUTH OF THE PROJECTED WALL OF THE
 DK1845'PROCH, 105 FEET EAST OF ANOTHER 4-FOOT OAK TREE, AND 1 FOOT
 DK1845'SOUTHWEST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK
 DK1845'DISK STAMPED ISOLA 1957 NO 4 1974.
 DK1845'
 DK1845'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 31 FEET NORTH
 DK1845'OF THE CENTER OF THE BLACK TOP ROAD, 16 FEET WEST OF A FIELD ROAD,
 DK1845'3 FEET SOUTH OF A POWER POLE, AND 1 FOOT NORTH OF A METAL WITNESS
 DK1845'POST.  IT IS AN AZIMUTH MARK DISK STAMPED ISOLA 1957, PROJECTING
 DK1845'2 INCHES.
 DK1845'
 DK1845'TO REACH THE STATION FROM THE ISOLA BANK IN ISOLA, GO WEST ON A
 DK1845'BLACK TOP ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  CONTINUE WEST
 DK1845'FOR 0.9 MILE TO A FIELD ROAD RIGHT AND THE AZIMUTH MARK ON THE
 DK1845'RIGHT, CONTINUE WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DK1845'
 DK1845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES WEST
 DK1845'OF ISLOA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1844 ***********************************************************************
 DK1844  DESIGNATION -  ISOLA MUNICIPAL TANK
 DK1844  PID         -  DK1844
 DK1844  STATE/COUNTY-  MS/HUMPHREYS
 DK1844  USGS QUAD   -  INVERNESS (1965)
 DK1844
 DK1844                         *CURRENT SURVEY CONTROL
 DK1844  ___________________________________________________________________
 DK1844* NAD 83(1993)-  33 15 36.98627(N)    090 35 37.93818(W)     ADJUSTED  
 DK1844* NAVD 88     -              **(meters)            **(feet)            
 DK1844  ___________________________________________________________________
 DK1844  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DK1844  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1844  HORZ ORDER  -  THIRD
 DK1844
 DK1844.The horizontal coordinates were established by classical geodetic methods
 DK1844.and adjusted by the National Geodetic Survey in May 1994.
 DK1844
 DK1844
 DK1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1844
 DK1844.The geoid height was determined by GEOID03.
 DK1844
 DK1844;                    North         East     Units Scale Factor Converg.
 DK1844;SPC MS W     -   416,934.337   675,724.771   MT  0.99995726   -0 08 34.4
 DK1844;SPC MS W     - 1,367,892.07  2,216,940.35   sFT  0.99995726   -0 08 34.4
 DK1844;UTM  15      - 3,682,723.574   724,134.664   MT  1.00021942   +1 19 12.6
 DK1844
 DK1844                          SUPERSEDED SURVEY CONTROL
 DK1844
 DK1844  NAD 83(1986)-  33 15 36.99771(N)    090 35 37.93403(W) AD(       ) 4
 DK1844  NAD 27      -  33 15 36.55900(N)    090 35 37.60900(W) AD(       ) 3
 DK1844
 DK1844.Superseded values are not recommended for survey control.
 DK1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1844.See file dsdata.txt to determine how the superseded data were derived.
 DK1844
 DK1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2413582724(NAD 83)
 DK1844_MARKER: 53 = ELEVATED TANK
 DK1844
 DK1844  HISTORY     - Date     Condition        Report By
 DK1844  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1844  HISTORY     - 1973     GOOD             MSHD
 DK1844
 DK1844                          STATION DESCRIPTION
 DK1844
 DK1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1844'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 DK1844'TANK OF ISOLA.  IT IS LOCATED IN THE SOUTHWEST SECTION OF THE
 DK1844'SMALL TOWN ABOUT 0.1 MILE WEST OF THE RAILROAD TRACKS.  THE
 DK1844'APPROXIMATE CENTER OF THE BASE OF THE TANK IS 49 FEET SOUTHWEST
 DK1844'OF A CONCRETE RESEVOIR THAT IS ABOUT 3 FEET HIGH,AND 17 FEET
 DK1844'WEST OF A SMALL TIN BUILDING WHICH IS THE PUMPING STATION.
 DK1844'THE TANK IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  OVERALL
 DK1844'HEIGHT IS ABOUT 120 FEET.  THE ENTIRE STRUCTURE IS PAINTED
 DK1844'ALUMINUM.
 DK1844
 DK1844                          STATION RECOVERY (1973)
 DK1844
 DK1844'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 DK1844'THE STATION WAS VISITED 12-14-72 AND THE TANK WAS FOUND IN GOOD
 DK1844'CONDITION.
 DK1844'
 DK1844'THE STATION IS LOCATED 0.3 MILE SW OF THE CENTER OF ISOLA, 0.1 MILE
 DK1844'WEST OF THE ILLINOIS CENTRAL RAILROAD TRACK IN THE SE 1/4 OF SECTION
 DK1844'3, T 16N, R 4W.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR ANGULAR
 DK1844'STEEL LEGS, SILVER IN COLOR AND IS ABOUT 120 FEET HIGH.  THE
 DK1844'APPROXIMATE CENTER OF THE BASE OF THE TANK IS 49 FEET SW OF A
 DK1844'CONCRETE RESERVOIR THAT PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  THE
 DK1844'FINAL AT THE APEX OF THE TANK WAS THE POINT OBSERVED.
 DK1844'
 DK1844'TO REACH THE STATION FROM THE BANK OF ISOLA AT THE JUNCTION OF JULIA
 DK1844'STREET AND OLD U.S. HIGHWAY 49W GO WEST ON JULIA STREET FOR 0.2
 DK1844'MILE TO THE INTERSECTION OF FULTON STREET.  TURN LEFT AND GO SOUTH
 DK1844'ON FULTON FOR 0.15 MILE TO THE TANK ON THE LEFT.
 DK1844'
 DK1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ISOLA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1857 ***********************************************************************
 DK1857  DESIGNATION -  ISOLA RADIO STA KKM 814 MAST
 DK1857  PID         -  DK1857
 DK1857  STATE/COUNTY-  MS/HUMPHREYS
 DK1857  USGS QUAD   -  BELLEWOOD (1965)
 DK1857
 DK1857                         *CURRENT SURVEY CONTROL
 DK1857  ___________________________________________________________________
 DK1857* NAD 83(1993)-  33 14 10.06500(N)    090 34 50.35835(W)     ADJUSTED  
 DK1857* NAVD 88     -              **(meters)            **(feet)            
 DK1857  ___________________________________________________________________
 DK1857  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DK1857  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DK1857  HORZ ORDER  -  THIRD
 DK1857
 DK1857.The horizontal coordinates were established by classical geodetic methods
 DK1857.and adjusted by the National Geodetic Survey in May 1994.
 DK1857
 DK1857
 DK1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1857
 DK1857.The geoid height was determined by GEOID03.
 DK1857
 DK1857;                    North         East     Units Scale Factor Converg.
 DK1857;SPC MS W     -   414,253.595   676,949.873   MT  0.99995655   -0 08 08.0
 DK1857;SPC MS W     - 1,359,097.00  2,220,959.71   sFT  0.99995655   -0 08 08.0
 DK1857;UTM  15      - 3,680,074.271   725,428.135   MT  1.00022659   +1 19 35.7
 DK1857
 DK1857                          SUPERSEDED SURVEY CONTROL
 DK1857
 DK1857  NAD 83(1986)-  33 14 10.07646(N)    090 34 50.35393(W) AD(       ) 4
 DK1857  NAD 27      -  33 14 09.63300(N)    090 34 50.02100(W) AD(       ) 3
 DK1857
 DK1857.Superseded values are not recommended for survey control.
 DK1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1857.See file dsdata.txt to determine how the superseded data were derived.
 DK1857
 DK1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS2542880074(NAD 83)
 DK1857_MARKER: 42 = RADIO/TV MAST
 DK1857
 DK1857  HISTORY     - Date     Condition        Report By
 DK1857  HISTORY     - 1957     FIRST OBSERVED   CGS
 DK1857  HISTORY     - 1972     GOOD             MSHD
 DK1857
 DK1857                          STATION DESCRIPTION
 DK1857
 DK1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1857'THE STATION IS THE CENTER OF THE TOP OF THE TENNESSEE GAS
 DK1857'TRANSMISSION COMPANY MAST, LOCATED 2 MILES SOUTHEAST OF ISOLA,
 DK1857'0.6 MILE SOUTH OF U.S. HIGHWAY 49W, AT THE TENNESSEE GAS
 DK1857'TRANSMISSION COMPANY COMPRESSOR STATION NO. 843.  IT IS 10 FEET
 DK1857'SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL STEEL BUILDING
 DK1857'WHICH IS THE TRANSMITTER BUILDING, 10 FEET NORTHEAST OF THE
 DK1857'SOUTHEAST CORNER OF THE BUILDING AND 72 FEET EAST OF THE
 DK1857'CENTERLINE OF A GRAVEL ROAD.
 DK1857'
 DK1857'THE MAST, A UNIFORM CROSS-SECTION STEEL TOWER SUPPORTED BY
 DK1857'GUY WIRES AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, IS
 DK1857'100 FEET HIGH.
 DK1857
 DK1857                          STATION RECOVERY (1972)
 DK1857
 DK1857'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (RLW)
 DK1857'THE STATION WAS VISITED 12-14-72 AND WAS FOUND IN GOOD CONDITION.
 DK1857'
 DK1857'THE STATION IS LOCATED 1.9 MILES SE OF ISOLA AT THE WEST EDGE OF THE
 DK1857'GROUNDS AND ABOUT 0.1 MILE NORTH OF THE TENNESSEE GAS TRANSMISSION
 DK1857'COMPANY COMPRESSOR STATION, NO. 843, 6.5 MILES NW OF BELZONI IN THE
 DK1857'SW 1/4 OF THE NE 1/4 OF SECTION 14, T 16N, R 4W.  IT IS A THREE
 DK1857'LEGGED CROSS-SECTION STEEL TOWER SUPPORTED BY GUY WIRES PAINTED IN
 DK1857'ALTERNATE SECTIONS OF RED AND WHITE AND IS ABOUT 100 FEET HIGH.  IT
 DK1857'IS 72 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET SE OF THE
 DK1857'NE CORNER OF A SMALL STEEL BUILDING WHICH IS THE TRANSMITTER
 DK1857'BUILDING, 10 FEET NE OF THE SE CORNER OF THE BUILDING.  THE TOP
 DK1857'CENTER OF THE MAST WAS THE POINT OBSERVED.
 DK1857'
 DK1857'TO REACH THE STATION FROM THE BANK OF ISOLA AT THE JUNCTION OF JULIA
 DK1857'STREET AND OLD U.S. HIGHWAY 49 IN ISOLA GO SE ON OLD U.S. HIGHWAY
 DK1857'49W FOR 0.7 MILE TO THE JUNCTION OF NEW U.S. HIGHWAY 49W.  TURN
 DK1857'RIGHT AND GO SE ON NEW U.S. HIGHWAY 49W FOR 1.15 MILES TO A SIDE
 DK1857'ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON A BLACK TOP
 DK1857'ROAD FOR 0.3 MILE TO THE MAST ON THE RIGHT ABOUT 200 YARDS WEST
 DK1857'OF THE ROAD.
 DK1857'
 DK1857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES SE OF
 DK1857'ISOLA.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1824 ***********************************************************************
 DK1824  DESIGNATION -  ITTA BENA COMPRESS CO TANK
 DK1824  PID         -  DK1824
 DK1824  STATE/COUNTY-  MS/LEFLORE
 DK1824  USGS QUAD   -  ITTA BENA (1983)
 DK1824
 DK1824                         *CURRENT SURVEY CONTROL
 DK1824  ___________________________________________________________________
 DK1824* NAD 83(1993)-  33 29 22.29616(N)    090 19 28.39576(W)     ADJUSTED  
 DK1824* NAVD 88     -              **(meters)            **(feet)            
 DK1824  ___________________________________________________________________
 DK1824  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DK1824  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK1824  HORZ ORDER  -  THIRD
 DK1824
 DK1824.The horizontal coordinates were established by classical geodetic methods
 DK1824.and adjusted by the National Geodetic Survey in May 1994.
 DK1824
 DK1824
 DK1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1824
 DK1824.The geoid height was determined by GEOID03.
 DK1824
 DK1824;                    North         East     Units Scale Factor Converg.
 DK1824;SPC MS W     -   442,329.515   700,815.820   MT  0.99995001   +0 00 17.4
 DK1824;SPC MS W     - 1,451,209.42  2,299,259.90   sFT  0.99995001   +0 00 17.4
 DK1824;UTM  15      - 3,708,761.830   748,575.295   MT  1.00036185   +1 28 37.3
 DK1824
 DK1824                          SUPERSEDED SURVEY CONTROL
 DK1824
 DK1824  NAD 83(1986)-  33 29 22.30706(N)    090 19 28.39250(W) AD(       ) 4
 DK1824  NAD 27      -  33 29 21.87700(N)    090 19 28.09100(W) AD(       ) 3
 DK1824
 DK1824.Superseded values are not recommended for survey control.
 DK1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1824.See file dsdata.txt to determine how the superseded data were derived.
 DK1824
 DK1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4857508762(NAD 83)
 DK1824_MARKER: 53 = ELEVATED TANK
 DK1824
 DK1824  HISTORY     - Date     Condition        Report By
 DK1824  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1824  HISTORY     - 1957     GOOD             CGS
 DK1824  HISTORY     - 1967     GOOD             MSHD
 DK1824
 DK1824                          STATION DESCRIPTION
 DK1824
 DK1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1824'THIS STATION LISTED IN 1939 AS THE ITTA BENA COMPRESS COMPANY
 DK1824'WATER TANK.  THERE IS NO DESCRIPTION AVAILABLE FOR THE STATION.
 DK1824'
 DK1824'THE STATION IS THE FINIAL AT THE APEX OF THE ITTA BENA,
 DK1824'CO-OPERATIVE COMPRESS COMPANY WATER TANK.  IT IS LOCATED IN THE
 DK1824'SOUTHWEST SECTION OF ITTA BENA, ON THE WEST SIDE OF STATE HIGHWAY
 DK1824'7 AND AT THE NORTH END OF THE PLANT.  THE TANK IS SUPPORTED BY A
 DK1824'4 LEGGED STEEL STRUCTURE.  OVERALL HEIGHT IS ABOUT 120 FEET.
 DK1824'THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.
 DK1824
 DK1824                          STATION RECOVERY (1967)
 DK1824
 DK1824'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1824'THE STATION WAS VISITED 11-3-67 AND THE STATION WAS FOUND IN GOOD
 DK1824'CONDITION.
 DK1824'
 DK1824'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE SOUTHWEST OF ITTA
 DK1824'BENA JUST WEST OF WHERE HIGHWAY 7 CURVES DUE SOUTH ON THE NORTH
 DK1824'SIDE OF THE COMPRESS AND IS IN THE SOUTHWEST 1/4 OF SECTION 20,
 DK1824'T 19N, R 1W.  IT IS A FOUR LEGGED STEEL STRUCTURE WITH A
 DK1824'HEMISPHERICAL BOTTOM AND A CONICAL TOP TYPE TANK, PAINTED SILVER AND
 DK1824'IS APPROXIMATELY 120 FEET HIGH.  THE FINAL APEX WAS THE
 DK1824'POINT OBSERVED.
 DK1824'
 DK1824'TO REACH FROM THE BANK OF ITTA BENA GO SOUTHWEST ON MISSISSIPPI
 DK1824'HIGHWAY 7 FOR 0.35 MILE TO WHERE THE HIGHWAY CURVES DUE WEST.
 DK1824'CONTINUE WEST ON MISSISSIPPI HIGHWAY 7 FOR 0.3 MILE TO WHERE IT
 DK1824'CURVES DUE SOUTH AND THE TANK STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1826 ***********************************************************************
 DK1826  DESIGNATION -  ITTA BENA LEFLORE OIL CO TANK
 DK1826  PID         -  DK1826
 DK1826  STATE/COUNTY-  MS/LEFLORE
 DK1826  USGS QUAD   -  ITTA BENA (1983)
 DK1826
 DK1826                         *CURRENT SURVEY CONTROL
 DK1826  ___________________________________________________________________
 DK1826* NAD 83(1993)-  33 29 45.60444(N)    090 19 23.49243(W)     ADJUSTED  
 DK1826* NAVD 88     -              **(meters)            **(feet)            
 DK1826  ___________________________________________________________________
 DK1826  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DK1826  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK1826  HORZ ORDER  -  THIRD
 DK1826
 DK1826.The horizontal coordinates were established by classical geodetic methods
 DK1826.and adjusted by the National Geodetic Survey in May 1994.
 DK1826
 DK1826
 DK1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1826
 DK1826.The geoid height was determined by GEOID03.
 DK1826
 DK1826;                    North         East     Units Scale Factor Converg.
 DK1826;SPC MS W     -   443,047.601   700,942.323   MT  0.99995001   +0 00 20.1
 DK1826;SPC MS W     - 1,453,565.34  2,299,674.94   sFT  0.99995001   +0 00 20.1
 DK1826;UTM  15      - 3,709,483.226   748,683.350   MT  1.00036251   +1 28 40.9
 DK1826
 DK1826                          SUPERSEDED SURVEY CONTROL
 DK1826
 DK1826  NAD 83(1986)-  33 29 45.61530(N)    090 19 23.48928(W) AD(       ) 4
 DK1826  NAD 27      -  33 29 45.18300(N)    090 19 23.19100(W) AD(       ) 3
 DK1826
 DK1826.Superseded values are not recommended for survey control.
 DK1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1826.See file dsdata.txt to determine how the superseded data were derived.
 DK1826
 DK1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4868309483(NAD 83)
 DK1826_MARKER: 53 = ELEVATED TANK
 DK1826
 DK1826  HISTORY     - Date     Condition        Report By
 DK1826  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1826  HISTORY     - 1957     GOOD             CGS
 DK1826  HISTORY     - 1967     GOOD             MSHD
 DK1826
 DK1826                          STATION DESCRIPTION
 DK1826
 DK1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1826'THIS STATION WAS LISTED IN 1939 AS THE ITTA BENA, LEFLORE OIL
 DK1826'COMPANY, WATER TANK.  THERE IS NO DESCRIPTION AVAILABLE FOR
 DK1826'THIS STATION.
 DK1826'
 DK1826'THE STATION IS THE FINIAL AT THE APEX OF THE ITTA BENA, DELTA
 DK1826'BROKERAGE AND WAREHOUSE COMPANY WATER TANK.  IT IS LOCATED ABOUT
 DK1826'2 BLOCKS NORTHWEST OF THE MAIN BUSINESS DISTRICT, ON THE GROUNDS
 DK1826'OF THE BROKERAGE COMPANY PLANT.  THE TANK IS SUPPORTED BY A
 DK1826'4 LEGGED STEEL STRUCTURE.  OVERALL HEIGHT IS ABOUT 120 FEET HIGH.
 DK1826'THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.
 DK1826
 DK1826                          STATION RECOVERY (1967)
 DK1826
 DK1826'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1826'THE STATION WAS VISITED 11-3-67 AND THE STATION WAS FOUND IN GOOD
 DK1826'CONDITION.
 DK1826'
 DK1826'THE STATION IS LOCATED ON THE EAST SIDE OF THE ITTA BENA, DELTA
 DK1826'BROKERAGE AND WAREHOUSE COMPANY, 0.2 MILE WEST OF MISSISSIPPI
 DK1826'HIGHWAY 7 AND JUST SOUTH OF HOBSON STREET.  IT IS A FOUR LEGGED
 DK1826'STEEL STRUTURE WITH A HEMISPHERICAL BOTTOM AND A CONICAL TOP
 DK1826'TYPE TANK PAINTED SILVER AND IS APPROXIMATELY 120 FEET HIGH.
 DK1826'THE FINAL APEX WAS THE POINT OBSERVED.
 DK1826'
 DK1826'TO REACH FROM THE BANK OF ITTA BENA GO NORTHWEST ON MISSISSIPPI
 DK1826'HIGHWAY 7 FOR 0.15 MILE TO HOBSON STREET ON THE LEFT.  TURN LEFT
 DK1826'(WEST) AND CONTINUE ON HOBSON STREET FOR 0.2 MILE TO A SIDE STREET
 DK1826'AND THE TANK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1829 ***********************************************************************
 DK1829  DESIGNATION -  ITTA BENA MUNICIPAL TANK
 DK1829  PID         -  DK1829
 DK1829  STATE/COUNTY-  MS/LEFLORE
 DK1829  USGS QUAD   -  ITTA BENA (1983)
 DK1829
 DK1829                         *CURRENT SURVEY CONTROL
 DK1829  ___________________________________________________________________
 DK1829* NAD 83(1993)-  33 29 41.36458(N)    090 19 18.43461(W)     ADJUSTED  
 DK1829* NAVD 88     -              **(meters)            **(feet)            
 DK1829  ___________________________________________________________________
 DK1829  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DK1829  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK1829  HORZ ORDER  -  THIRD
 DK1829
 DK1829.The horizontal coordinates were established by classical geodetic methods
 DK1829.and adjusted by the National Geodetic Survey in May 1994.
 DK1829
 DK1829
 DK1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1829
 DK1829.The geoid height was determined by GEOID03.
 DK1829
 DK1829;                    North         East     Units Scale Factor Converg.
 DK1829;SPC MS W     -   442,916.995   701,072.888   MT  0.99995001   +0 00 22.9
 DK1829;SPC MS W     - 1,453,136.84  2,300,103.30   sFT  0.99995001   +0 00 22.9
 DK1829;UTM  15      - 3,709,355.965   748,817.283   MT  1.00036334   +1 28 43.5
 DK1829
 DK1829                          SUPERSEDED SURVEY CONTROL
 DK1829
 DK1829  NAD 83(1986)-  33 29 41.37548(N)    090 19 18.43139(W) AD(       ) 4
 DK1829  NAD 27      -  33 29 40.94300(N)    090 19 18.13200(W) AD(       ) 3
 DK1829
 DK1829.Superseded values are not recommended for survey control.
 DK1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1829.See file dsdata.txt to determine how the superseded data were derived.
 DK1829
 DK1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT4881709356(NAD 83)
 DK1829_MARKER: 53 = ELEVATED TANK
 DK1829
 DK1829  HISTORY     - Date     Condition        Report By
 DK1829  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK1829  HISTORY     - 1955     GOOD             CGS
 DK1829  HISTORY     - 1957     GOOD             CGS
 DK1829  HISTORY     - 1967     GOOD             MSHD
 DK1829
 DK1829                          STATION DESCRIPTION
 DK1829
 DK1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HJB)
 DK1829'RECOVERED IN GOOD CONDITION. STATION WAS NOT DESCRIBED WHEN
 DK1829'ESTABLISHED HENCE DESCRIPTION FOLLOWS--
 DK1829'
 DK1829'THE ELEVATED WATER TANK OF THE TOWN OF ITTA BENA, LOCATED ABOUT
 DK1829'400 FT. WEST OF THE RAILROAD STATION, 96 FT. NORTH OF THE NORTH
 DK1829'RAIL OF THE MAIN TRACKS, AND 65 FEET WEST OF THE RED BRICK
 DK1829'BUILDING OF THE WATER DEPARTMENT.
 DK1829'
 DK1829'IT IS A FOUR-LEGGED STEEL STRUCTURE, WITH CONICAL ROOF AND BALL
 DK1829'APEX, ABOUT 125 FEET HIGH PAINTED SILVER AND WAS ERECTED IN 1909.
 DK1829
 DK1829                          STATION RECOVERY (1957)
 DK1829
 DK1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 DK1829'THIS STATION LISTED IN 1939 AS THE ITTA BENA, MUNICIPAL WATER
 DK1829'TANK.  THERE IS NO DESCRIPTION AVAILABLE FOR THIS STATION.
 DK1829'
 DK1829'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 DK1829'TANK OF ITTA BENA.  IT IS LOCATED ABOUT 1 BLOCK WEST OF THE
 DK1829'MAIN BUSINESS DISTRICT AND JUST WEST OF THE RAILROAD STATION.
 DK1829'THE TANK IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  OVERALL
 DK1829'HEIGHT IS ABOUT 110 FEET.  THE ENTIRE STRUCTURE IS PAINTED
 DK1829'ALUMINUM.  THE NAME ITTA BENA IS PAINTED IN BLACK ON THE
 DK1829'SOUTH SIDE OF THE TANK.
 DK1829
 DK1829                          STATION RECOVERY (1967)
 DK1829
 DK1829'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1829'THE STATION WAS VISITED 11-3-67 AND THE STATION WAS FOUND IN GOOD
 DK1829'CONDITION.
 DK1829'
 DK1829'THE STATION IS LOCATED JUST WEST OF THE INTERSECTION OF HUMPHREYS
 DK1829'AND DEWEY STREETS IN ITTA BENA AND JUST NORTH OF THE COLUMBUS AND
 DK1829'GREENVILLE RAILROAD TRACK.  IT IS A FOUR LEGGED STEEL STRUCTURE
 DK1829'WITH A HEMISPHERICAL BOTTOM AND A CONICAL TOP TYPE TANK PAINTED
 DK1829'SILVER WITH THE LETTERS ITTA BENA IN BLACK ON THE SOUTH SIDE AND
 DK1829'IS APPROXIMATELY 110 FEET HIGH.  THE FINAL APEX WAS THE
 DK1829'POINT OBSERVED.
 DK1829'
 DK1829'TO REACH FROM THE BANK OF ITTA BENA GO SOUTHWEST ON HUMPHREYS STREET
 DK1829'FOR 0.1 MILE TO THE INTERSECTION OF DEWEY STREET AND THE TANK
 DK1829'STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1491 ***********************************************************************
 EG1491  DESIGNATION -  IUKA EAST BASE 1914
 EG1491  PID         -  EG1491
 EG1491  STATE/COUNTY-  MS/TISHOMINGO
 EG1491  USGS QUAD   -  IUKA (1984)
 EG1491
 EG1491                         *CURRENT SURVEY CONTROL
 EG1491  ___________________________________________________________________
 EG1491* NAD 83(1993)-  34 48 35.53692(N)    088 11 10.75935(W)     ADJUSTED  
 EG1491* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 EG1491  ___________________________________________________________________
 EG1491  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 EG1491  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1491  HORZ ORDER  -  SECOND
 EG1491
 EG1491.The horizontal coordinates were established by classical geodetic methods
 EG1491.and adjusted by the National Geodetic Survey in May 1994.
 EG1491
 EG1491.The orthometric height was scaled from a topographic map.
 EG1491
 EG1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1491
 EG1491.The geoid height was determined by GEOID03.
 EG1491
 EG1491;                    North         East     Units Scale Factor Converg.
 EG1491;SPC MS E     -   588,972.348   359,198.254   MT  0.99999318   +0 22 09.7
 EG1491;SPC MS E     - 1,932,320.11  1,178,469.60   sFT  0.99999318   +0 22 09.7
 EG1491;SPC AL W     -   533,565.995   537,206.000   MT  0.99998191   -0 23 30.5
 EG1491;UTM  16      - 3,852,600.162   391,493.625   MT  0.99974511   -0 40 38.2
 EG1491
 EG1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1491!SPC MS E     -   0.99998373  x   0.99999318  =   0.99997691
 EG1491!SPC AL W     -   0.99998373  x   0.99998191  =   0.99996564
 EG1491!UTM  16      -   0.99998373  x   0.99974511  =   0.99972884
 EG1491
 EG1491|---------------------------------------------------------------------|
 EG1491| PID    Reference Object                     Distance      Geod. Az  |
 EG1491|                                                           dddmmss.s |
 EG1491| EG1492 IUKA RAIL EAST BASE 1914              1.891 METERS 00638     |
 EG1491| EG1489 IUKA WEST BASE 1914                 APPROX. 1.3 KM 2831247.7 |
 EG1491|---------------------------------------------------------------------|
 EG1491
 EG1491                          SUPERSEDED SURVEY CONTROL
 EG1491
 EG1491  NAD 83(1993)-  34 48 35.53702(N)    088 11 10.75818(W) AD(       ) 2
 EG1491  NAD 83(1986)-  34 48 35.54550(N)    088 11 10.75787(W) AD(       ) 2
 EG1491  NAD 27      -  34 48 35.22100(N)    088 11 10.61100(W) AD(       ) 2
 EG1491
 EG1491.Superseded values are not recommended for survey control.
 EG1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1491.See file dsdata.txt to determine how the superseded data were derived.
 EG1491
 EG1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9149452600(NAD 83)
 EG1491_MARKER: Z = SEE DESCRIPTION
 EG1491_SETTING: 0 = UNSPECIFIED SETTING
 EG1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1491
 EG1491  HISTORY     - Date     Condition        Report By
 EG1491  HISTORY     - 1914     MONUMENTED       CGS
 EG1491
 EG1491                          STATION DESCRIPTION
 EG1491
 EG1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EG1491'IN THE TOWN OF IUKA, AND WAS MEASURED ALONG THE SOUTH RAIL OF THE
 EG1491'SOUTHERN RAILWAY
 EG1491'TRACK.  IT IS 1,257 METERS IN LENGTH KNOB-WEST
 EG1491'BASE-EAST BASE.  A DOUBLE LINE OF
 EG1491'LEVELS WERE RUN FROM WEST BASE TO
 EG1491'EAST BASE AND TOUCHING ON U.S.C.  AND G.S.B.M.  P3
 EG1491'AND ALSO U.S.G.S.
 EG1491'TRAVERSE STATION NO.  8.  ANGLE AND DISTANCE MEASURED FROM TRIPOD
 EG1491'HEAD TO ENDS OF
 EG1491'BASE ON THE RAIL.  THE INSTRUMENT STAND AT EAST BASE
 EG1491'WAS ABOUT 1.5 METERS SOUTH OF THE
 EG1491'TRACK AND 4 METERS WEST FROM THE
 EG1491'BRIDGE 350 METERS EAST FROM THE DEPOT.  AN ANGLE AND
 EG1491'DISTANCE WAS
 EG1491'MEASURED TO THE RAIL EAST BASE.  NOT MARKED.  THE INSTRUMENT STAND AT
 EG1491'WEST BASE WAS
 EG1491'ABOUT 900 METERS WEST FROM THE DEPOT AND ON THE KNOLL
 EG1491'ABOUT 11 METERS NORTH OF THE
 EG1491'RAIL.  AN ANGLE AND DISTANCE WAS
 EG1491'MEASURED TO RAIL WEST BASE.  NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1490 ***********************************************************************
 EG1490  DESIGNATION -  IUKA MUNICIPAL TANK
 EG1490  PID         -  EG1490
 EG1490  STATE/COUNTY-  MS/TISHOMINGO
 EG1490  USGS QUAD   -  IUKA (1984)
 EG1490
 EG1490                         *CURRENT SURVEY CONTROL
 EG1490  ___________________________________________________________________
 EG1490* NAD 83(1993)-  34 48 46.18121(N)    088 11 45.01807(W)     ADJUSTED  
 EG1490* NAVD 88     -              **(meters)            **(feet)            
 EG1490  ___________________________________________________________________
 EG1490  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 EG1490  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1490  HORZ ORDER  -  THIRD
 EG1490
 EG1490.The horizontal coordinates were established by classical geodetic methods
 EG1490.and adjusted by the National Geodetic Survey in May 1994.
 EG1490
 EG1490
 EG1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1490
 EG1490.The geoid height was determined by GEOID03.
 EG1490
 EG1490;                    North         East     Units Scale Factor Converg.
 EG1490;SPC MS E     -   589,294.779   358,325.463   MT  0.99999191   +0 21 50.2
 EG1490;SPC MS E     - 1,933,377.95  1,175,606.12   sFT  0.99999191   +0 21 50.2
 EG1490;SPC AL W     -   533,899.990   536,337.579   MT  0.99998327   -0 23 50.2
 EG1490;UTM  16      - 3,852,938.400   390,627.083   MT  0.99974744   -0 40 58.0
 EG1490
 EG1490                          SUPERSEDED SURVEY CONTROL
 EG1490
 EG1490  NAD 83(1993)-  34 48 46.18114(N)    088 11 45.01786(W) AD(       ) 4
 EG1490  NAD 83(1986)-  34 48 46.18981(N)    088 11 45.01645(W) AD(       ) 4
 EG1490  NAD 27      -  34 48 45.87000(N)    088 11 44.87000(W) AD(       ) 3
 EG1490
 EG1490.Superseded values are not recommended for survey control.
 EG1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1490.See file dsdata.txt to determine how the superseded data were derived.
 EG1490
 EG1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9062752938(NAD 83)
 EG1490_MARKER: 51 = TANK
 EG1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1490+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 EG1490
 EG1490  HISTORY     - Date     Condition        Report By
 EG1490  HISTORY     - 1934     FIRST OBSERVED   CGS
 EG1490  HISTORY     - 1934     GOOD             TVA
 EG1490  HISTORY     - 1962     GOOD             MSHD
 EG1490  HISTORY     - 20070228 MARK NOT FOUND   NGS
 EG1490  HISTORY     - 20080627 GOOD             GEOCAC
 EG1490
 EG1490                          STATION DESCRIPTION
 EG1490
 EG1490'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1934
 EG1490'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT IUKA,
 EG1490'MISSISSIPPI.
 EG1490
 EG1490                          STATION RECOVERY (1962)
 EG1490
 EG1490'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1490'RECOVERED IN GOOD CONDITION.
 EG1490
 EG1490                          STATION RECOVERY (2007)
 EG1490
 EG1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007
 EG1490'MARK NOT FOUND.
 EG1490
 EG1490                          STATION RECOVERY (2008)
 EG1490
 EG1490'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EG1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1489 ***********************************************************************
 EG1489  DESIGNATION -  IUKA WEST BASE 1914
 EG1489  PID         -  EG1489
 EG1489  STATE/COUNTY-  MS/TISHOMINGO
 EG1489  USGS QUAD   -  IUKA (1984)
 EG1489
 EG1489                         *CURRENT SURVEY CONTROL
 EG1489  ___________________________________________________________________
 EG1489* NAD 83(1993)-  34 48 44.86590(N)    088 11 58.94851(W)     ADJUSTED  
 EG1489* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 EG1489  ___________________________________________________________________
 EG1489  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EG1489  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1489  HORZ ORDER  -  SECOND
 EG1489
 EG1489.The horizontal coordinates were established by classical geodetic methods
 EG1489.and adjusted by the National Geodetic Survey in May 1994.
 EG1489
 EG1489.The orthometric height was scaled from a topographic map.
 EG1489
 EG1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1489
 EG1489.The geoid height was determined by GEOID03.
 EG1489
 EG1489;                    North         East     Units Scale Factor Converg.
 EG1489;SPC MS E     -   589,252.006   357,971.681   MT  0.99999141   +0 21 42.3
 EG1489;SPC MS E     - 1,933,237.62  1,174,445.42   sFT  0.99999141   +0 21 42.3
 EG1489;SPC AL W     -   533,861.921   535,983.262   MT  0.99998383   -0 23 58.1
 EG1489;UTM  16      - 3,852,902.106   390,272.665   MT  0.99974839   -0 41 05.9
 EG1489
 EG1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1489!SPC MS E     -   0.99997651  x   0.99999141  =   0.99996792
 EG1489!SPC AL W     -   0.99997651  x   0.99998383  =   0.99996034
 EG1489!UTM  16      -   0.99997651  x   0.99974839  =   0.99972490
 EG1489
 EG1489:                Primary Azimuth Mark                     Grid Az
 EG1489:SPC MS E     -  IUKA EAST BASE 1914                      102 50 37.9
 EG1489:SPC AL W     -  IUKA EAST BASE 1914                      103 36 18.3
 EG1489:UTM  16      -  IUKA EAST BASE 1914                      103 53 26.1
 EG1489
 EG1489|---------------------------------------------------------------------|
 EG1489| PID    Reference Object                     Distance      Geod. Az  |
 EG1489|                                                           dddmmss.s |
 EG1489| EG1491 IUKA EAST BASE 1914                 APPROX. 1.3 KM 1031220.2 |
 EG1489| EG1488 IUKA RAIL WEST BASE 1914             11.573 METERS 19108     |
 EG1489|---------------------------------------------------------------------|
 EG1489
 EG1489                          SUPERSEDED SURVEY CONTROL
 EG1489
 EG1489  NAD 83(1993)-  34 48 44.86611(N)    088 11 58.94732(W) AD(       ) 2
 EG1489  NAD 83(1986)-  34 48 44.87451(N)    088 11 58.94702(W) AD(       ) 2
 EG1489  NAD 27      -  34 48 44.55000(N)    088 11 58.79900(W) AD(       ) 2
 EG1489
 EG1489.Superseded values are not recommended for survey control.
 EG1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1489.See file dsdata.txt to determine how the superseded data were derived.
 EG1489
 EG1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9027352902(NAD 83)
 EG1489_MARKER: Z = SEE DESCRIPTION
 EG1489_SETTING: 0 = UNSPECIFIED SETTING
 EG1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1489
 EG1489  HISTORY     - Date     Condition        Report By
 EG1489  HISTORY     - 1914     MONUMENTED       CGS
 EG1489
 EG1489                          STATION DESCRIPTION
 EG1489
 EG1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EG1489'IN THE TOWN OF IUKA, AND WAS MEASURED ALONG THE SOUTH RAIL OF THE
 EG1489'SOUTHERN RAILWAY
 EG1489'TRACK.  IT IS 1,257 METERS IN LENGTH KNOB-WEST
 EG1489'BASE-EAST BASE.  A DOUBLE LINE OF
 EG1489'LEVELS WERE RUN FROM WEST BASE TO
 EG1489'EAST BASE AND TOUCHING ON U.S.C.  AND G.S.  B.  M.
 EG1489'P3 AND ALSO
 EG1489'U.S.G.S.  TRAVERSE STATION NO.  8.  ANGLE AND DISTANCE MEASURED FROM
 EG1489'TRIPOD HEAD TO
 EG1489'ENDS OF BASE ON THE RAIL.  THE INSTRUMENT STAND AT
 EG1489'EAST BASE WAS ABOUT 1.5 METERS
 EG1489'SOUTH OF THE TRACK AND 4 METERS WEST
 EG1489'FROM THE BRIDGE 350 METERS EAST FROM THE DEPOT.
 EG1489'AN ANGLE AND
 EG1489'DISTANCE WAS MEASURED TO THE RAIL EAST BASE.  NOT MARKED.  THE
 EG1489'INSTRUMENT STAND
 EG1489'AT WEST BASE WAS ABOUT 900 METERS WEST FROM THE
 EG1489'DEPOT AND ON THE KNOLL ABOUT 11
 EG1489'METERS NORTH OF THE RAIL.  AND ANGLE
 EG1489'AND DISTANCE WAS MEASURED TO RAIL WEST BASE.  NOT
 EG1489'MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1013 ***********************************************************************
 BW1013  DESIGNATION -  IVY KNOLL BOLT
 BW1013  PID         -  BW1013
 BW1013  STATE/COUNTY-  MS/ADAMS
 BW1013  USGS QUAD   -  DEER PARK (1983)
 BW1013
 BW1013                         *CURRENT SURVEY CONTROL
 BW1013  ___________________________________________________________________
 BW1013* NAD 83(1986)-  31 28 30.     (N)    091 30 08.     (W)     SCALED    
 BW1013* NAVD 88     -        18.09   (+/-2cm)      59.4    (feet)  VERTCON   
 BW1013  ___________________________________________________________________
 BW1013  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BW1013  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1013
 BW1013.The horizontal coordinates were scaled from a topographic map and have
 BW1013.an estimated accuracy of +/- 6 seconds.
 BW1013
 BW1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1013.The vertical order pertains to the NGVD 29 superseded value.
 BW1013
 BW1013.The geoid height was determined by GEOID03.
 BW1013
 BW1013;                    North         East    Units  Estimated Accuracy
 BW1013;SPC MS W     -   219,530.      588,930.      MT  (+/- 180 meters Scaled)
 BW1013
 BW1013                          SUPERSEDED SURVEY CONTROL
 BW1013
 BW1013  NGVD 29 (??/??/92)   18.080  (m)           59.32   (f) ADJ UNCH    1 2
 BW1013
 BW1013.Superseded values are not recommended for survey control.
 BW1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1013.See file dsdata.txt to determine how the superseded data were derived.
 BW1013
 BW1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ422832(NAD 83)
 BW1013_MARKER: B = BOLT
 BW1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW1013_SP_SET: TILE
 BW1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1013
 BW1013  HISTORY     - Date     Condition        Report By
 BW1013  HISTORY     - UNK      MONUMENTED       USE
 BW1013  HISTORY     - 1957     GOOD             USGS
 BW1013
 BW1013                          STATION DESCRIPTION
 BW1013
 BW1013'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BW1013'8.25 MI SW FROM NATCHEZ.
 BW1013'8-1/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW1013'MISSISSIPPI RIVER, AT IVY KNOLL PLANTATION, 500 FEET FROM THE TOP BANK
 BW1013'OF THE RIVER, 150 FEET EAST OF A NORTH-AND-SOUTH ROAD, DIRECTLY EAST
 BW1013'OF THE NORTH SIDE OF A CABIN, AT THE NORTHWEST CORNER OF A FENCE
 BW1013'SURROUNDING A STOCKYARD, AND 15 FEET SOUTH OF A TURN ROAD RUNNING
 BW1013'ALONG THE NORTH SIDE OF THE CABIN.  A COPPER BOLT, SET IN THE TOP OF A
 BW1013'TILE ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 BW1013'PIPE BEARING A CORPS OF ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1012 ***********************************************************************
 BW1012  DESIGNATION -  IVY KNOLL CAP
 BW1012  PID         -  BW1012
 BW1012  STATE/COUNTY-  MS/ADAMS
 BW1012  USGS QUAD   -  DEER PARK (1983)
 BW1012
 BW1012                         *CURRENT SURVEY CONTROL
 BW1012  ___________________________________________________________________
 BW1012* NAD 83(1986)-  31 28 30.     (N)    091 30 08.     (W)     SCALED    
 BW1012* NAVD 88     -        19.37   (+/-2cm)      63.5    (feet)  VERTCON   
 BW1012  ___________________________________________________________________
 BW1012  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BW1012  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1012
 BW1012.The horizontal coordinates were scaled from a topographic map and have
 BW1012.an estimated accuracy of +/- 6 seconds.
 BW1012
 BW1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1012.The vertical order pertains to the NGVD 29 superseded value.
 BW1012
 BW1012.The geoid height was determined by GEOID03.
 BW1012
 BW1012;                    North         East    Units  Estimated Accuracy
 BW1012;SPC MS W     -   219,530.      588,930.      MT  (+/- 180 meters Scaled)
 BW1012
 BW1012                          SUPERSEDED SURVEY CONTROL
 BW1012
 BW1012  NGVD 29 (??/??/92)   19.362  (m)           63.52   (f) ADJ UNCH    1 2
 BW1012
 BW1012.Superseded values are not recommended for survey control.
 BW1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1012.See file dsdata.txt to determine how the superseded data were derived.
 BW1012
 BW1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ422832(NAD 83)
 BW1012_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 BW1012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW1012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BW1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1012
 BW1012  HISTORY     - Date     Condition        Report By
 BW1012  HISTORY     - UNK      MONUMENTED       USE
 BW1012  HISTORY     - 1957     GOOD             USGS
 BW1012
 BW1012                          STATION DESCRIPTION
 BW1012
 BW1012'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BW1012'8.25 MI SW FROM NATCHEZ.
 BW1012'8-1/4 MILES SOUTHWEST OF NATCHEZ, ADAMS COUNTY, ON THE LEFT BANK OF
 BW1012'MISSISSIPPI RIVER, AT IVY KNOLL PLANTATION, 500 FEET FROM THE TOP BANK
 BW1012'OF THE RIVER, 150 FEET EAST OF A NORTH-AND-SOUTH ROAD, DIRECTLY EAST
 BW1012'OF THE NORTH SIDE OF A CABIN, AT THE NORTHWEST CORNER OF A FENCE
 BW1012'SURROUNDING A STOCKYARD, AND 15 FEET SOUTH OF A TURN ROAD RUNNING
 BW1012'ALONG THE NORTH SIDE OF THE CABIN.  AN IRON PIPE BEARING A CORPS OF
 BW1012'ENGINEERS, U. S. ARMY STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0536 ***********************************************************************
 EH0536  DESIGNATION -  J
 EH0536  PID         -  EH0536
 EH0536  STATE/COUNTY-  MS/COAHOMA
 EH0536  USGS QUAD   -  CLARKSDALE (1967)
 EH0536
 EH0536                         *CURRENT SURVEY CONTROL
 EH0536  ___________________________________________________________________
 EH0536* NAD 83(1986)-  34 12 54.     (N)    090 32 29.     (W)     SCALED    
 EH0536* NAVD 88     -        53.065  (meters)     174.10   (feet)  ADJUSTED  
 EH0536  ___________________________________________________________________
 EH0536  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EH0536  DYNAMIC HT  -          53.013 (meters)     173.93  (feet)  COMP
 EH0536  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EH0536
 EH0536  VERT ORDER  -  FIRST     CLASS II
 EH0536
 EH0536.The horizontal coordinates were scaled from a topographic map and have
 EH0536.an estimated accuracy of +/- 6 seconds.
 EH0536
 EH0536.The orthometric height was determined by differential leveling
 EH0536.and adjusted in June 1991.
 EH0536
 EH0536.The geoid height was determined by GEOID03.
 EH0536
 EH0536.The dynamic height is computed by dividing the NAVD 88
 EH0536.geopotential number by the normal gravity value computed on the
 EH0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0536.degrees latitude (g = 980.6199 gals.).
 EH0536
 EH0536.The modeled gravity was interpolated from observed gravity values.
 EH0536
 EH0536;                    North         East    Units  Estimated Accuracy
 EH0536;SPC MS W     -   522,810.      680,830.      MT  (+/- 180 meters Scaled)
 EH0536
 EH0536                          SUPERSEDED SURVEY CONTROL
 EH0536
 EH0536  NGVD 29 (??/??/??)   53.113  (m)          174.25   (f) ADJUSTED    1 2
 EH0536
 EH0536.Superseded values are not recommended for survey control.
 EH0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0536.See file dsdata.txt to determine how the superseded data were derived.
 EH0536
 EH0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT265887(NAD 83)
 EH0536_MARKER: DB = BENCH MARK DISK
 EH0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0536_SP_SET: CONCRETE FOOTING
 EH0536_STAMPING: J 1933
 EH0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0536+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EH0536
 EH0536  HISTORY     - Date     Condition        Report By
 EH0536  HISTORY     - 1933     MONUMENTED       CGS
 EH0536  HISTORY     - 1973     GOOD             MSHD
 EH0536  HISTORY     - 20030623 GOOD             USACE
 EH0536
 EH0536                          STATION DESCRIPTION
 EH0536
 EH0536'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0536'2 MI NE FROM CLARKSDALE.
 EH0536'THE MARK IS LOCATED 2 MILES NE OF THE COURTHOUSE IN CLARKSDALE IN THE
 EH0536'NORTH CORNER OF THE CONCRETE BASE OF THE NW LEG OF THE LYON WATER
 EH0536'TANK, 0.25 MILE SOUTH OF THE POST OFFICE IN LYON IN THE NE 1/4 OF
 EH0536'SECTION 18, T 27N, T 3W.  IT IS 111 FEET EAST OF THE EAST RAIL OF THE
 EH0536'ICRR TRACK, 66.5 FEET SW OF THE SW CORNER OF AN APARTMENT HOUSE, 39
 EH0536'FEET SW OF THE SOUTH ONE OF A ROW OF LARGE OAKS, 48 FEET SE OF THE SE
 EH0536'CORNER OF A CONCRETE BLOCK BUILDING, 23 FEET EAST OF THE SE CORNER OF
 EH0536'A SMALLER CONCRETE BLOCK BUILDING ON LINE WITH THE PROJECTED CENTER OF
 EH0536'PARK AVENUE SET IN A DRILL HOLE IN THE NORTH CORNER OF THE NW CONCRETE
 EH0536'FOOTING FOR THE WATER TANK AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 EH0536'TRACK.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND 61 IN
 EH0536'CLARKSDALE GO EAST ON U.S. HIGHWAY 61 FOR 1.9 MILES TO THE JUNCTION OF
 EH0536'STATE HIGHWAY 6. CONTINUE NORTH ON HIGHWAY 61 FOR 0.5 MILE TO A SIDE
 EH0536'STREET LEFT.  TURN LEFT AND GO WEST ON BOBO STREET FOR 0.2 MILE TO THE
 EH0536'INTERSECTION OF PARK AVNEUE ON THE EAST SIDE OF THE ICRR TRACK. TURN
 EH0536'LEFT AND GO SOUTH ON PARK AVENUE FOR 0.1 MILE TO THE END OF THE STREET
 EH0536'AND THE TANK AND THE MARK STRAIGHT AHEAD.
 EH0536
 EH0536                          STATION RECOVERY (2003)
 EH0536
 EH0536'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0536'OLD WATER TOWER HAS BEEN REMOVED. HOWEVER CONCRETE FOOTINGS STILL
 EH0536'REMAIN WITH MARK INTACT. ALL REFERENCES STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0299 ***********************************************************************
 BW0299  DESIGNATION -  J 10
 BW0299  PID         -  BW0299
 BW0299  STATE/COUNTY-  MS/WALTHALL
 BW0299  USGS QUAD   -  MESA (1970)
 BW0299
 BW0299                         *CURRENT SURVEY CONTROL
 BW0299  ___________________________________________________________________
 BW0299* NAD 83(1986)-  31 08 49.     (N)    090 12 08.     (W)     SCALED    
 BW0299* NAVD 88     -       119.40   (+/-2cm)     391.7    (feet)  VERTCON   
 BW0299  ___________________________________________________________________
 BW0299  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BW0299  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW0299
 BW0299.The horizontal coordinates were scaled from a topographic map and have
 BW0299.an estimated accuracy of +/- 6 seconds.
 BW0299
 BW0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0299.The vertical order pertains to the NGVD 29 superseded value.
 BW0299
 BW0299.The geoid height was determined by GEOID03.
 BW0299
 BW0299;                    North         East    Units  Estimated Accuracy
 BW0299;SPC MS W     -   182,580.      712,500.      MT  (+/- 180 meters Scaled)
 BW0299
 BW0299                          SUPERSEDED SURVEY CONTROL
 BW0299
 BW0299  NGVD 29 (??/??/??)  119.417  (m)          391.79   (f) ADJUSTED    1 2
 BW0299
 BW0299.Superseded values are not recommended for survey control.
 BW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0299.See file dsdata.txt to determine how the superseded data were derived.
 BW0299
 BW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ667492(NAD 83)
 BW0299_MARKER: DB = BENCH MARK DISK
 BW0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0299_STAMPING: J 10 1934
 BW0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0299+STABILITY: SURFACE MOTION
 BW0299
 BW0299  HISTORY     - Date     Condition        Report By
 BW0299  HISTORY     - 1934     MONUMENTED       CGS
 BW0299  HISTORY     - 1968     GOOD             MSHD
 BW0299
 BW0299                          STATION DESCRIPTION
 BW0299
 BW0299'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0299'4.9 MI NW FROM TYLERTOWN.
 BW0299'THE MARK IS LOCATED 4.9 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BW0299'TYLERTOWN IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE FERNWOOD,
 BW0299'COLUMBIA AND GULF RAILROAD TRACK WITH A BLACKTOP ROAD IN THE SOUTHWEST
 BW0299'1/4 OF SECTION 9, T 2N, R 10E.  IT IS 196 FEET WEST OF THE CENTER OF
 BW0299'THE CROSSING OF THE MAIN TRACK, 24 FEET SOUTHWEST OF THE SOUTHWEST
 BW0299'RAIL OF THE MAIN TRACK, 48 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 BW0299'ROAD, 74 FEET SOUTH OF A UTILITY POLE, 65 FEET SOUTHWEST OF THE CENTER
 BW0299'OF A GRAVELED ROAD ON THE NORTH SIDE OF THE TRACK, 2.5 FEET WEST
 BW0299'NORTHWEST OF TELEPHONE LINE POLE NO. 607, 1 FOOT SOUTH OF A METAL
 BW0299'WITNESS POST, SET IN THE TOP OF A 9 INCH SQUARE CONCRETE POST ABOUT
 BW0299'LEVEL WITH THE TRACK AND PROJECTS 4 INCHES.  NOTE-- TO REACH FROM THE
 BW0299'U.S. POST OFFICE IN TYLERTOWN GO WEST ON U.S. HIGHWAY 98 FOR 4.4 MILES
 BW0299'TO A CROSSROADS WITH A STORE IN THE NORTHEAST ANGLE.  TURN LEFT
 BW0299'(SOUTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.05 MILE TO A
 BW0299'RAILROAD CROSSING AND THE MARK ON THE RIGHT AS DESCRIBED.  NOTE--
 BW0299'LEANING SLIGHTLY TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0711 ***********************************************************************
 CO0711  DESIGNATION -  J 100
 CO0711  PID         -  CO0711
 CO0711  STATE/COUNTY-  MS/LEAKE
 CO0711  USGS QUAD   -  EDINBURG (1989)
 CO0711
 CO0711                         *CURRENT SURVEY CONTROL
 CO0711  ___________________________________________________________________
 CO0711* NAD 83(1986)-  32 47 51.     (N)    089 21 14.     (W)     SCALED    
 CO0711* NAVD 88     -       116.115  (meters)     380.95   (feet)  ADJUSTED  
 CO0711  ___________________________________________________________________
 CO0711  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CO0711  DYNAMIC HT  -         115.984 (meters)     380.52  (feet)  COMP
 CO0711  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 CO0711
 CO0711  VERT ORDER  -  SECOND    CLASS 0
 CO0711
 CO0711.The horizontal coordinates were scaled from a topographic map and have
 CO0711.an estimated accuracy of +/- 6 seconds.
 CO0711
 CO0711.The orthometric height was determined by differential leveling
 CO0711.and adjusted in June 1991.
 CO0711
 CO0711.The geoid height was determined by GEOID03.
 CO0711
 CO0711.The dynamic height is computed by dividing the NAVD 88
 CO0711.geopotential number by the normal gravity value computed on the
 CO0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0711.degrees latitude (g = 980.6199 gals.).
 CO0711
 CO0711.The modeled gravity was interpolated from observed gravity values.
 CO0711
 CO0711;                    North         East    Units  Estimated Accuracy
 CO0711;SPC MS E     -   365,700.      251,240.      MT  (+/- 180 meters Scaled)
 CO0711
 CO0711                          SUPERSEDED SURVEY CONTROL
 CO0711
 CO0711  NGVD 29 (??/??/92)  116.128  (m)          381.00   (f) ADJ UNCH    2 0
 CO0711
 CO0711.Superseded values are not recommended for survey control.
 CO0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0711.See file dsdata.txt to determine how the superseded data were derived.
 CO0711
 CO0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB795312(NAD 83)
 CO0711_MARKER: DB = BENCH MARK DISK
 CO0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0711_SP_SET: CONCRETE POST
 CO0711_STAMPING: J100 1935
 CO0711_MARK LOGO: CGS   
 CO0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0711+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1988
 CO0711
 CO0711  HISTORY     - Date     Condition        Report By
 CO0711  HISTORY     - 1935     MONUMENTED       CGS
 CO0711  HISTORY     - 1964     GOOD             MSHD
 CO0711  HISTORY     - 19880314 GOOD             MSHD
 CO0711
 CO0711                          STATION DESCRIPTION
 CO0711
 CO0711'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0711'1.1 MI SW FROM EDINBURG.
 CO0711'TO REACH THE MARK FROM EDINBURG, GO SOUTHWEST ALONG STATE HIGHWAY 16
 CO0711'FOR 1.1 MILES TO A CHURCH AND THE MARK ON THE RIGHT.  THE MARK IS A
 CO0711'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 82 FEET
 CO0711'NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, 72 FEET EAST OF A 10-INCH
 CO0711'CEDAR TREE, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PINEGROVE
 CO0711'CHURCH OF GOD, 5 FEET WEST OF A 30-INCH GUM TREE, 37 FEET WEST OF THE
 CO0711'CENTER OF A GRAVEL ROAD, 2 FEET BELOW THE LEVEL OF HIGHWAY 16, AND
 CO0711'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE
 CO0711'MARK.
 CO0711
 CO0711                          STATION RECOVERY (1988)
 CO0711
 CO0711'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0711'MARK IS LOCATED 1.69 KM (1.05 MI) WEST OF EDINGBURG ON THE GROUNDS OF
 CO0711'PINE GROVE CHURCH OF GOD, IN THE NORTHEAST QUARTER OF SECTION 33, T11
 CO0711'N, R9 E.
 CO0711'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 427 IN EDINGBURG,
 CO0711'GO WEST ON HIGHWAY 16 FOR 2.17 KM (1.35 MI) TO A SIDE ROAD AND THE
 CO0711'MARK ON THE RIGHT.
 CO0711'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 CO0711'WITH THE GROUND. IT IS 25.3 M (83.0 FT) NORTH OF THE CENTER OF HIGHWAY
 CO0711'16, 15.09 M (49.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 CO0711'CHURCH, 12.5 M (41.0 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD, 1.22
 CO0711'M (4.0 FT) WEST OF A 16 INCH GUM, 0.3 M (1.0 FT) WEST OF A METAL
 CO0711'WITNESS POST AND IS ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE
 CO0711'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0736 ***********************************************************************
 CO0736  DESIGNATION -  J 101
 CO0736  PID         -  CO0736
 CO0736  STATE/COUNTY-  MS/WINSTON
 CO0736  USGS QUAD   -  NOXAPATER (1972)
 CO0736
 CO0736                         *CURRENT SURVEY CONTROL
 CO0736  ___________________________________________________________________
 CO0736* NAD 83(1986)-  32 56 02.     (N)    089 05 46.     (W)     SCALED    
 CO0736* NAVD 88     -       137.038  (meters)     449.60   (feet)  ADJUSTED  
 CO0736  ___________________________________________________________________
 CO0736  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CO0736  DYNAMIC HT  -         136.881 (meters)     449.08  (feet)  COMP
 CO0736  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CO0736
 CO0736  VERT ORDER  -  SECOND    CLASS 0
 CO0736
 CO0736.The horizontal coordinates were scaled from a topographic map and have
 CO0736.an estimated accuracy of +/- 6 seconds.
 CO0736
 CO0736.The orthometric height was determined by differential leveling
 CO0736.and adjusted in June 1991.
 CO0736
 CO0736.The geoid height was determined by GEOID03.
 CO0736
 CO0736.The dynamic height is computed by dividing the NAVD 88
 CO0736.geopotential number by the normal gravity value computed on the
 CO0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0736.degrees latitude (g = 980.6199 gals.).
 CO0736
 CO0736.The modeled gravity was interpolated from observed gravity values.
 CO0736
 CO0736;                    North         East    Units  Estimated Accuracy
 CO0736;SPC MS E     -   380,740.      275,430.      MT  (+/- 180 meters Scaled)
 CO0736
 CO0736                          SUPERSEDED SURVEY CONTROL
 CO0736
 CO0736  NGVD 29 (??/??/92)  137.031  (m)          449.58   (f) ADJ UNCH    2 0
 CO0736
 CO0736.Superseded values are not recommended for survey control.
 CO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0736.See file dsdata.txt to determine how the superseded data were derived.
 CO0736
 CO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB040459(NAD 83)
 CO0736_MARKER: DB = BENCH MARK DISK
 CO0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0736_SP_SET: PIER
 CO0736_STAMPING: J 101 1935
 CO0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0736
 CO0736  HISTORY     - Date     Condition        Report By
 CO0736  HISTORY     - 1935     MONUMENTED       CGS
 CO0736  HISTORY     - 1963     GOOD             MSHD
 CO0736  HISTORY     - 1965     GOOD             NGS
 CO0736  HISTORY     - 1975     GOOD             NGS
 CO0736
 CO0736                          STATION DESCRIPTION
 CO0736
 CO0736'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 CO0736'4.7 MI S FROM NOXAPATER.
 CO0736'TO REACH THE MARK FROM THE COTTON GIN IN NOXAPATER GO SOUTH ON STATE
 CO0736'HIGHWAY 15 FOR 4.7 MILES TO THE GULF, MOBILE, AND OHIO RAILROAD BRIDGE
 CO0736'NO. 207.1 OVER THE HIGHWAY AND THE MARK AS DESCRIBED.  THE MARK IS A
 CO0736'DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE WEST PIER ON
 CO0736'THE SOUTHWEST SIDE OF THE TRACK AND ABOUT 11 FEET ABOVE THE LEVEL OF
 CO0736'THE HIGHWAY.
 CO0736
 CO0736                          STATION RECOVERY (1965)
 CO0736
 CO0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CO0736'RECOVERED IN GOOD CONDITION.
 CO0736
 CO0736                          STATION RECOVERY (1975)
 CO0736
 CO0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CO0736'TO REACH FROM THE JUNCTION OF MISSISSIPPI HIGHWAYS 15, 395, AND 490
 CO0736'AT NOXAPATER, GO SOUTH ALONG HIGHWAY 15 FOR 4.45 MILES TO A POINT
 CO0736'WHERE OLD HIGHWAY 15 LEAVES THE NEW HIGHWAY 15 ON THE RIGHT, TURN
 CO0736'RIGHT ONTO OLD HIGHWAY AND GO SOUTH ALONG OLD HIGHWAY FOR 0.25 MILE
 CO0736'TO THE RAILROAD BRIDGE AND THE MARK ON THE LEFT. IT IS 0.17 MILE
 CO0736'NORTH OF THE WINSTON-NESHOBA COUNTY LINE, 370 FEET SOUTHWEST OF THE
 CO0736'NEW HIGHWAY BRIDGE, 11 FEET EAST OF AND 13.4 FEET HIGHER THAN CENTER
 CO0736'OF OLD HIGHWAY, AND 4 FEET SE OF SE RAIL OF TRACKS. THE MARK IS A
 CO0736'STANDARD DISK, STAMPED J 101 1935, SET IN THE SOUTH END OF THE EAST
 CO0736'CONCRETE PIER. THE PIER IS APPROXIMATELY 5 FT. X 19 FT. X 13 FT.
 CO0736'HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0726 ***********************************************************************
 CO0726  DESIGNATION -  J 102
 CO0726  PID         -  CO0726
 CO0726  STATE/COUNTY-  MS/NESHOBA
 CO0726  USGS QUAD   -  UNION WEST (1982)
 CO0726
 CO0726                         *CURRENT SURVEY CONTROL
 CO0726  ___________________________________________________________________
 CO0726* NAD 83(1986)-  32 37 17.     (N)    089 08 07.     (W)     SCALED    
 CO0726* NAVD 88     -       141.049  (meters)     462.76   (feet)  ADJUSTED  
 CO0726  ___________________________________________________________________
 CO0726  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0726  DYNAMIC HT  -         140.886 (meters)     462.22  (feet)  COMP
 CO0726  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CO0726
 CO0726  VERT ORDER  -  SECOND    CLASS 0
 CO0726
 CO0726.The horizontal coordinates were scaled from a topographic map and have
 CO0726.an estimated accuracy of +/- 6 seconds.
 CO0726
 CO0726.The orthometric height was determined by differential leveling
 CO0726.and adjusted in June 1991.
 CO0726
 CO0726.The geoid height was determined by GEOID03.
 CO0726
 CO0726.The dynamic height is computed by dividing the NAVD 88
 CO0726.geopotential number by the normal gravity value computed on the
 CO0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0726.degrees latitude (g = 980.6199 gals.).
 CO0726
 CO0726.The modeled gravity was interpolated from observed gravity values.
 CO0726
 CO0726;                    North         East    Units  Estimated Accuracy
 CO0726;SPC MS E     -   346,090.      271,660.      MT  (+/- 180 meters Scaled)
 CO0726
 CO0726                          SUPERSEDED SURVEY CONTROL
 CO0726
 CO0726  NGVD 29 (??/??/92)  141.059  (m)          462.79   (f) ADJ UNCH    2 0
 CO0726
 CO0726.Superseded values are not recommended for survey control.
 CO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0726.See file dsdata.txt to determine how the superseded data were derived.
 CO0726
 CO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB996113(NAD 83)
 CO0726_MARKER: DB = BENCH MARK DISK
 CO0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0726_STAMPING: J 102 1935
 CO0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0726+STABILITY: SURFACE MOTION
 CO0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0726+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2000
 CO0726
 CO0726  HISTORY     - Date     Condition        Report By
 CO0726  HISTORY     - 1935     MONUMENTED       CGS
 CO0726  HISTORY     - 1964     GOOD             MSHD
 CO0726  HISTORY     - 20000303 GOOD             MSHD
 CO0726
 CO0726                          STATION DESCRIPTION
 CO0726
 CO0726'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0726'12.4 MI S FROM PHILADELPHIA.
 CO0726'TO REACH THE MARK FROM THE MUNICIPAL WATER TANK IN PHILADELPHIA GO
 CO0726'SOUTHWEST ON STATE HIGHWAY 15 FOR 2.2 MILES TO AN INTERSECTION WHERE
 CO0726'HIGHWAY 15 TURNS SOUTH, CONTINUE SOUTH ON HIGHWAY 15 FOR 10.2 MILES TO
 CO0726'A RAILROAD CROSSING AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET
 CO0726'IN THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS LOCATED 600 FEET
 CO0726'NORTH OF THE CROSSING OF STATE HIGHWAY 15, 54 FEET NORTHEAST OF THE
 CO0726'NORTH END OF A SWITCH TRACK, 20 FEET WEST OF THE WEST RAIL OF THE MAIN
 CO0726'TRACK, ABOUT LEVEL WITH THE TRACK, AND PROJECTS 8 INCHES.  A METAL
 CO0726'WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 CO0726
 CO0726                          STATION RECOVERY (2000)
 CO0726
 CO0726'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 CO0726'MARK WAS BURIED BY EXCAVATION DEBRIS, MAY HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0484 ***********************************************************************
 BV0484  DESIGNATION -  J 103
 BV0484  PID         -  BV0484
 BV0484  STATE/COUNTY-  MS/JASPER
 BV0484  USGS QUAD   -  BAY SPRINGS (1974)
 BV0484
 BV0484                         *CURRENT SURVEY CONTROL
 BV0484  ___________________________________________________________________
 BV0484* NAD 83(1986)-  31 55 08.     (N)    089 16 50.     (W)     SCALED    
 BV0484* NAVD 88     -       109.47   (+/-2cm)     359.2    (feet)  VERTCON   
 BV0484  ___________________________________________________________________
 BV0484  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BV0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0484
 BV0484.The horizontal coordinates were scaled from a topographic map and have
 BV0484.an estimated accuracy of +/- 6 seconds.
 BV0484
 BV0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0484.The vertical order pertains to the NGVD 29 superseded value.
 BV0484
 BV0484.The geoid height was determined by GEOID03.
 BV0484
 BV0484;                    North         East    Units  Estimated Accuracy
 BV0484;SPC MS E     -   268,240.      257,710.      MT  (+/- 180 meters Scaled)
 BV0484
 BV0484                          SUPERSEDED SURVEY CONTROL
 BV0484
 BV0484  NGVD 29 (??/??/92)  109.463  (m)          359.13   (f) ADJ UNCH    2 0
 BV0484
 BV0484.Superseded values are not recommended for survey control.
 BV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0484.See file dsdata.txt to determine how the superseded data were derived.
 BV0484
 BV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA843337(NAD 83)
 BV0484_MARKER: DB = BENCH MARK DISK
 BV0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0484_SP_SET: CONCRETE POST
 BV0484_STAMPING: J 103 1935
 BV0484_MARK LOGO: CGS   
 BV0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0484+STABILITY: SURFACE MOTION
 BV0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0484+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV0484
 BV0484  HISTORY     - Date     Condition        Report By
 BV0484  HISTORY     - 1935     MONUMENTED       CGS
 BV0484  HISTORY     - 1966     GOOD             MSHD
 BV0484  HISTORY     - 19930804 GOOD             MSHD
 BV0484  HISTORY     - 20080201 GOOD             MSDOT
 BV0484
 BV0484                          STATION DESCRIPTION
 BV0484
 BV0484'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 BV0484'4.4 MI S FROM BAY SPRINGS.
 BV0484'TO REACH FROM THE U.S. POST OFFICE IN BAY SPRINGS GO WEST ON HIGHWAY
 BV0484'18 FOR 0.1 MILES TO THE INTERSECTION OF HIGHWAY 15, TURN LEFT AND GO
 BV0484'5.1 MILES TO A GRAVEL CROSSROADS, TURN LEFT AND GO 1.3 MILES TO THE
 BV0484'RAILROAD TRACK AND THE MARK AS DESCRIBED.  IT IS 75 FEET NORTHWEST OF
 BV0484'THE CENTER OF A GRAVEL ROAD, 55 FEET EAST OF THE EAST RAIL, 35.5 FEET
 BV0484'NORTH OF POLE NO. 3426 1/2, 6 FEET SOUTHWEST OF A FENCE AND 1 FOOT
 BV0484'NORTHWEST OF A METAL WITNESS POST.
 BV0484
 BV0484                          STATION RECOVERY (1993)
 BV0484
 BV0484'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993
 BV0484'(NOTE) THE RAILROAD IS NOW ABANDONED AND THE RAILS HAVE BEEN REMOVED.
 BV0484'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH OF BAY SPRINGS, IN
 BV0484'THE NORTHEAST ANGLE OF THE CROSSING OF THE ABANDONED RAILROAD BED
 BV0484'WITH A PAVED ROAD AND IS IN SECTION 16, T 1N, R 10E.
 BV0484'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 18 IN BAY
 BV0484'SPRINGS, GO SOUTH ON STATE HIGHWAY 15 FOR 5.0 MI (8.0 KM) TO A
 BV0484'CROSSROADS, TURN LEFT AND GO NORTHEAST ON A PAVED ROAD FOR 1.3 MI
 BV0484'(2.1 KM) TO THE ABANDONED RAILROAD BED AND THE MARK ON THE LEFT.
 BV0484'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 BV0484'1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD, PROJECTING 4 INCHES, 76.0
 BV0484'FT (23.2 M) NORTHWEST OF THE CENTER OF A PAVED ROAD , 45.0 FT
 BV0484'(13.7 M) NORTHEAST OF THR CENTER OF THE OLD RAILROAD BED AND 1.0 FT
 BV0484'(0.3 M) NORTHWEST OF A METAL WITNESS POST.
 BV0484
 BV0484                          STATION RECOVERY (2008)
 BV0484
 BV0484'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0329 ***********************************************************************
 BV0329  DESIGNATION -  J 104
 BV0329  PID         -  BV0329
 BV0329  STATE/COUNTY-  MS/PERRY
 BV0329  USGS QUAD   -  RHODES (1964)
 BV0329
 BV0329                         *CURRENT SURVEY CONTROL
 BV0329  ___________________________________________________________________
 BV0329* NAD 83(1986)-  31 24 03.     (N)    088 58 34.     (W)     SCALED    
 BV0329* NAVD 88     -        66.14   (+/-2cm)     217.0    (feet)  VERTCON   
 BV0329  ___________________________________________________________________
 BV0329  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BV0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0329
 BV0329.The horizontal coordinates were scaled from a topographic map and have
 BV0329.an estimated accuracy of +/- 6 seconds.
 BV0329
 BV0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0329.The vertical order pertains to the NGVD 29 superseded value.
 BV0329
 BV0329.The geoid height was determined by GEOID03.
 BV0329
 BV0329;                    North         East    Units  Estimated Accuracy
 BV0329;SPC MS E     -   210,730.      286,420.      MT  (+/- 180 meters Scaled)
 BV0329
 BV0329                          SUPERSEDED SURVEY CONTROL
 BV0329
 BV0329  NGVD 29 (??/??/92)   66.142  (m)          217.00   (f) ADJ UNCH    2 0
 BV0329
 BV0329.Superseded values are not recommended for survey control.
 BV0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0329.See file dsdata.txt to determine how the superseded data were derived.
 BV0329
 BV0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV121757(NAD 83)
 BV0329_MARKER: DB = BENCH MARK DISK
 BV0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0329_STAMPING: J 104 1935
 BV0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0329+STABILITY: SURFACE MOTION
 BV0329
 BV0329  HISTORY     - Date     Condition        Report By
 BV0329  HISTORY     - 1935     MONUMENTED       CGS
 BV0329  HISTORY     - 1964     GOOD             MSHD
 BV0329
 BV0329                          STATION DESCRIPTION
 BV0329
 BV0329'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0329'5.90 MI NW FROM RICHTON.
 BV0329'FROM THE RAILWAY STATION IN RICHTON, GO NORTH ON STATE HIGHWAY 15 FOR
 BV0329'4.15 MILES TO A GRAVEL CROSSROAD, TURN LEFT, WEST AND GO 1.75 MILES TO
 BV0329'THE RAILROAD AND THE MARK ON THE LEFT IN THE S.W. ANGLE STANDARD DISK
 BV0329'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0853 ***********************************************************************
 CO0853  DESIGNATION -  J 105
 CO0853  PID         -  CO0853
 CO0853  STATE/COUNTY-  MS/SMITH
 CO0853  USGS QUAD   -  RALEIGH (1968)
 CO0853
 CO0853                         *CURRENT SURVEY CONTROL
 CO0853  ___________________________________________________________________
 CO0853* NAD 83(1986)-  32 05 25.     (N)    089 31 21.     (W)     SCALED    
 CO0853* NAVD 88     -       125.46   (+/-2cm)     411.6    (feet)  VERTCON   
 CO0853  ___________________________________________________________________
 CO0853  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CO0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CO0853
 CO0853.The horizontal coordinates were scaled from a topographic map and have
 CO0853.an estimated accuracy of +/- 6 seconds.
 CO0853
 CO0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0853.The vertical order pertains to the NGVD 29 superseded value.
 CO0853
 CO0853.The geoid height was determined by GEOID03.
 CO0853
 CO0853;                    North         East    Units  Estimated Accuracy
 CO0853;SPC MS E     -   287,370.      234,950.      MT  (+/- 180 meters Scaled)
 CO0853
 CO0853                          SUPERSEDED SURVEY CONTROL
 CO0853
 CO0853  NGVD 29 (??/??/92)  125.454  (m)          411.59   (f) ADJ UNCH    2 0
 CO0853
 CO0853.Superseded values are not recommended for survey control.
 CO0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0853.See file dsdata.txt to determine how the superseded data were derived.
 CO0853
 CO0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA619532(NAD 83)
 CO0853_MARKER: DB = BENCH MARK DISK
 CO0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0853_SP_SET: CULVERT
 CO0853_STAMPING: J 105 1935
 CO0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0853
 CO0853  HISTORY     - Date     Condition        Report By
 CO0853  HISTORY     - 1935     MONUMENTED       CGS
 CO0853  HISTORY     - 1966     GOOD             MSHD
 CO0853  HISTORY     - 20000606 GOOD             NGS
 CO0853
 CO0853                          STATION DESCRIPTION
 CO0853
 CO0853'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CO0853'3.95 MI N FROM RALEIGH.
 CO0853'TO REACH FROM THE SMITH COUNTY COURTHOUSE IN RALEIGH GO NORTH FOR 4.1
 CO0853'MILES TO A CONCRETE BOX CULVERT AND THE MARK ON THE LEFT AS DESCRIBED.
 CO0853'IT IS 500 FEET SOUTHWEST OF A WHITE HOUSE ON THE SLOPE OF A HILL
 CO0853'WHERE THE LAWN EXTENDS SOUTH ALMOST TO A SMALL CREEK IN THE SOUTHWEST
 CO0853'CORNER OF THE CULVERT, 71.5 FEET SOUTHWEST OF THE END OF A CYCLONE
 CO0853'FENCE, AND 15 FEET WEST OF THE CENTER OF HIGHWAY 35.
 CO0853
 CO0853                          STATION RECOVERY (2000)
 CO0853
 CO0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0456 ***********************************************************************
 BV0456  DESIGNATION -  J 106
 BV0456  PID         -  BV0456
 BV0456  STATE/COUNTY-  MS/JONES
 BV0456  USGS QUAD   -  SOSO (1974)
 BV0456
 BV0456                         *CURRENT SURVEY CONTROL
 BV0456  ___________________________________________________________________
 BV0456* NAD 83(1986)-  31 46 12.     (N)    089 19 22.     (W)     SCALED    
 BV0456* NAVD 88     -        81.47   (+/-2cm)     267.3    (feet)  VERTCON   
 BV0456  ___________________________________________________________________
 BV0456  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BV0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0456
 BV0456.The horizontal coordinates were scaled from a topographic map and have
 BV0456.an estimated accuracy of +/- 6 seconds.
 BV0456
 BV0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0456.The vertical order pertains to the NGVD 29 superseded value.
 BV0456
 BV0456.The geoid height was determined by GEOID03.
 BV0456
 BV0456;                    North         East    Units  Estimated Accuracy
 BV0456;SPC MS E     -   251,750.      253,640.      MT  (+/- 180 meters Scaled)
 BV0456
 BV0456                          SUPERSEDED SURVEY CONTROL
 BV0456
 BV0456  NGVD 29 (??/??/92)   81.473  (m)          267.30   (f) ADJ UNCH    2 0
 BV0456
 BV0456.Superseded values are not recommended for survey control.
 BV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0456.See file dsdata.txt to determine how the superseded data were derived.
 BV0456
 BV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA800172(NAD 83)
 BV0456_MARKER: DB = BENCH MARK DISK
 BV0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0456_STAMPING: J 106 1935
 BV0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0456+STABILITY: SURFACE MOTION
 BV0456
 BV0456  HISTORY     - Date     Condition        Report By
 BV0456  HISTORY     - 1935     MONUMENTED       CGS
 BV0456  HISTORY     - 1964     GOOD             MSHD
 BV0456
 BV0456                          STATION DESCRIPTION
 BV0456
 BV0456'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0456'3.1 MI NW FROM SOSO.
 BV0456'THE MARK WAS VISITED AND FOUND IN GOOD CONDITION.  TO REACH THE MARK
 BV0456'FROM THE U.S. POST OFFICE IN SOSO GO NORTHWEST ON STATE HIGHWAY 28 FOR
 BV0456'3.35 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT, SOUTH AND GO 0.45
 BV0456'MILE TO A RAIL ROAD CROSSING AND A NARROW ROAD ON THE LEFT, TURN LEFT,
 BV0456'SOUTHEAST AND GO 0.25 MILE TO A CATTLE GUARD AND THE MARK AS
 BV0456'DESCRIBED.  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND,
 BV0456'CONCRETE POST.  IT IS 2 FEET ABOVE THE LEVEL OF -THE TRACK AND
 BV0456'PROJECTS 6 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTHWEST OF
 BV0456'THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0639 ***********************************************************************
 BV0639  DESIGNATION -  J 108
 BV0639  PID         -  BV0639
 BV0639  STATE/COUNTY-  MS/LAMAR
 BV0639  USGS QUAD   -  SUMRALL (1974)
 BV0639
 BV0639                         *CURRENT SURVEY CONTROL
 BV0639  ___________________________________________________________________
 BV0639* NAD 83(1986)-  31 24 55.     (N)    089 32 43.     (W)     SCALED    
 BV0639* NAVD 88     -        88.31   (+/-2cm)     289.7    (feet)  VERTCON   
 BV0639  ___________________________________________________________________
 BV0639  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BV0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0639
 BV0639.The horizontal coordinates were scaled from a topographic map and have
 BV0639.an estimated accuracy of +/- 6 seconds.
 BV0639
 BV0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0639.The vertical order pertains to the NGVD 29 superseded value.
 BV0639
 BV0639.The geoid height was determined by GEOID03.
 BV0639
 BV0639;                    North         East    Units  Estimated Accuracy
 BV0639;SPC MS E     -   212,540.      232,310.      MT  (+/- 180 meters Scaled)
 BV0639
 BV0639                          SUPERSEDED SURVEY CONTROL
 BV0639
 BV0639  NGVD 29 (??/??/92)   88.328  (m)          289.79   (f) ADJ UNCH    2 0
 BV0639
 BV0639.Superseded values are not recommended for survey control.
 BV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0639.See file dsdata.txt to determine how the superseded data were derived.
 BV0639
 BV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV580784(NAD 83)
 BV0639_MARKER: DB = BENCH MARK DISK
 BV0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0639_STAMPING: J 108 1935
 BV0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0639+STABILITY: SURFACE MOTION
 BV0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0639+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 BV0639
 BV0639  HISTORY     - Date     Condition        Report By
 BV0639  HISTORY     - 1935     MONUMENTED       CGS
 BV0639  HISTORY     - 1964     MARK NOT FOUND   MSHD
 BV0639  HISTORY     - 20080515 GOOD             INDIV
 BV0639
 BV0639                          STATION DESCRIPTION
 BV0639
 BV0639'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0639'IN SUMRALL.
 BV0639'AT SUMRALL, LAMAR COUNTY ON THE MISSISSIPPI CENTRAL RAILROAD, 110 FEET
 BV0639'WEST OF THE STATION, 7 POLES SOUTHEAST OF MILEPOST 19, AT A STREET
 BV0639'CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE MAIN STREET, AND 30
 BV0639'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 BV0639'DISK, STAMPED J 108 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 BV0639'THE AREA AROUND THIS MARK HAS BEEN FILLED IN.  THE MARK IS BURIED BY
 BV0639'ABOUT 2 FEET OF RUBBLE.
 BV0639
 BV0639                          STATION RECOVERY (2008)
 BV0639
 BV0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JAS)
 BV0639'RECOVERED AS DESCRIBED MONUMENT IS FLUSH WITH THE GROUND IN THE
 BV0639'SOUTHEAST QUADRANT OF THE INTERSECTION OF HWY 589 AND THE LONGLEAF
 BV0639'TRACE. THE MONUMENT IS UNDER A VERY LARGE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0193 ***********************************************************************
 BW0193  CBN         -  This is a Cooperative Base Network Control Station.
 BW0193  DESIGNATION -  J 109
 BW0193  PID         -  BW0193
 BW0193  STATE/COUNTY-  MS/LAWRENCE
 BW0193  USGS QUAD   -  OMA (1971)
 BW0193
 BW0193                         *CURRENT SURVEY CONTROL
 BW0193  ___________________________________________________________________
 BW0193* NAD 83(2007)-  31 38 33.54303(N)    090 07 55.67067(W)     ADJUSTED  
 BW0193* NAVD 88     -        64.7    (meters)     212.     (feet)  GPS OBS   
 BW0193  ___________________________________________________________________
 BW0193  EPOCH DATE  -        2002.00
 BW0193  X           -     -12,533.695 (meters)                     COMP
 BW0193  Y           -  -5,434,969.341 (meters)                     COMP
 BW0193  Z           -   3,326,783.210 (meters)                     COMP
 BW0193  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BW0193  ELLIP HEIGHT-          38.616 (meters)          (02/10/07) ADJUSTED
 BW0193  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BW0193
 BW0193  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0193  Type    PID    Designation                      North   East  Ellip
 BW0193  -------------------------------------------------------------------
 BW0193  NETWORK BW0193 J 109                             0.88   0.94   3.51
 BW0193  -------------------------------------------------------------------
 BW0193
 BW0193.The horizontal coordinates were established by GPS observations
 BW0193.and adjusted by the National Geodetic Survey in February 2007.
 BW0193
 BW0193.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0193.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0193.The horizontal coordinates are valid at the epoch date displayed above.
 BW0193.The epoch date for horizontal control is a decimal equivalence
 BW0193.of Year/Month/Day.
 BW0193
 BW0193.The orthometric height was determined by GPS observations and a
 BW0193.high-resolution geoid model.
 BW0193
 BW0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0193
 BW0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0193
 BW0193.The ellipsoidal height was determined by GPS observations
 BW0193.and is referenced to NAD 83.
 BW0193
 BW0193.The geoid height was determined by GEOID03.
 BW0193
 BW0193;                    North         East     Units Scale Factor Converg.
 BW0193;SPC MS W     -   237,544.668   719,084.696   MT  0.99995449   +0 06 20.0
 BW0193;SPC MS W     -   779,344.46  2,359,197.04   sFT  0.99995449   +0 06 20.0
 BW0193;UTM  15      - 3,504,400.214   771,982.353   MT  1.00051247   +1 30 19.7
 BW0193
 BW0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0193!SPC MS W     -   0.99999394  x   0.99995449  =   0.99994843
 BW0193!UTM  15      -   0.99999394  x   1.00051247  =   1.00050640
 BW0193
 BW0193                          SUPERSEDED SURVEY CONTROL
 BW0193
 BW0193  ELLIP H (04/15/02)   38.616  (m)                       GP(       ) 4 2
 BW0193  NAD 83(1993)-  31 38 33.54286(N)    090 07 55.67026(W) AD(       ) B
 BW0193  ELLIP H (02/15/02)   38.614  (m)                       GP(       ) 4 1
 BW0193  NGVD 29 (??/??/92)   64.730  (m)          212.37   (f) ADJ UNCH    2 0
 BW0193
 BW0193.Superseded values are not recommended for survey control.
 BW0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0193.See file dsdata.txt to determine how the superseded data were derived.
 BW0193
 BW0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR7198204400(NAD 83)
 BW0193_MARKER: DB = BENCH MARK DISK
 BW0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0193_STAMPING: 212.368 J 109 1935
 BW0193_MARK LOGO: CGS   
 BW0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0193+STABILITY: SURFACE MOTION
 BW0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0193+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BW0193
 BW0193  HISTORY     - Date     Condition        Report By
 BW0193  HISTORY     - 1935     MONUMENTED       CGS
 BW0193  HISTORY     - 1972     GOOD             MSHD
 BW0193  HISTORY     - 20000531 GOOD             NGS
 BW0193  HISTORY     - 20040109 GOOD             DUNGAN
 BW0193
 BW0193                          STATION DESCRIPTION
 BW0193
 BW0193'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BW0193'6.2 MI NNW FROM MONTICELLO.
 BW0193'THE MARK IS LOCATED 6.2 MILES NORTH-NORTHWEST OF MONTICELLO IN THE
 BW0193'SOUTHEAST ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK
 BW0193'WITH THE GM AND O RAILROAD IN THE COMMUNITY OF WANILLA IN THE
 BW0193'SOUTHEAST 1/4 OF SECTION 19, T 7N, R 11E.  IT IS 24 FEET EAST OF THE
 BW0193'EAST RAIL OF THE GM AND O RAILROAD TRACK, 52.5 FEET SOUTH OF THE SOUTH
 BW0193'RAIL OF THE I.C.R.R., 39 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 BW0193'ROAD, 80 FEET WEST OF THE NORTHWEST CORNER OF THE PORCH OF A STORE,
 BW0193'30.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL METAL
 BW0193'BUILDING, 18 FEET NORTH OF POLE NO 215, 1 FOOT EAST OF A METAL WITNESS
 BW0193'POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST ABOUT 1 FOOT
 BW0193'BELOW THE LEVEL OF THE TRACK AND PROJECTS 4 INCHES.  TO REACH FROM THE
 BW0193'COURTHOUSE IN MONTICELLO GO WEST ON U.S. HIGHWAY 84 AND STATE HIGHWAY
 BW0193'27 FOR 1.55 MILES TO THE JUNCTION OF STATE HIGHWAY 27. TURN RIGHT AND
 BW0193'GO NORTH ON STATE HIGHWAY 27 FOR 5.9 MILES TO THE CROSSING OF THE
 BW0193'ILLINOIS CENTRAL RAILROAD TRACK NEAR WANILLA.  THENCE EAST ALONG THE
 BW0193'RAILROAD TRACK FOR 0.1 MILES TO THE CROSSING OF THE GM AND O RAILROAD
 BW0193'TRACK AND THE MARK ON THE RIGHT.
 BW0193
 BW0193                          STATION RECOVERY (2000)
 BW0193
 BW0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BW0193'RECOVERED AS DESCRIBED.
 BW0193
 BW0193                          STATION RECOVERY (2004)
 BW0193
 BW0193'RECOVERY NOTE BY DUNGAN ENGINEERING 2004 (JC)
 BW0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1021 ***********************************************************************
 BV1021  DESIGNATION -  J 110
 BV1021  PID         -  BV1021
 BV1021  STATE/COUNTY-  MS/LAWRENCE
 BV1021  USGS QUAD   -  NEW HEBRON (1982)
 BV1021
 BV1021                         *CURRENT SURVEY CONTROL
 BV1021  ___________________________________________________________________
 BV1021* NAD 83(1986)-  31 37 39.     (N)    089 59 54.     (W)     SCALED    
 BV1021* NAVD 88     -        85.07   (+/-2cm)     279.1    (feet)  VERTCON   
 BV1021  ___________________________________________________________________
 BV1021  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV1021
 BV1021.The horizontal coordinates were scaled from a topographic map and have
 BV1021.an estimated accuracy of +/- 6 seconds.
 BV1021
 BV1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1021.The vertical order pertains to the NGVD 29 superseded value.
 BV1021
 BV1021.The geoid height was determined by GEOID03.
 BV1021
 BV1021;                    North         East    Units  Estimated Accuracy
 BV1021;SPC MS W     -   235,900.      731,780.      MT  (+/- 180 meters Scaled)
 BV1021
 BV1021                          SUPERSEDED SURVEY CONTROL
 BV1021
 BV1021  NGVD 29 (??/??/92)   85.078  (m)          279.13   (f) ADJ UNCH    2 0
 BV1021
 BV1021.Superseded values are not recommended for survey control.
 BV1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1021.See file dsdata.txt to determine how the superseded data were derived.
 BV1021
 BV1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA155030(NAD 83)
 BV1021_MARKER: DB = BENCH MARK DISK
 BV1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1021_STAMPING: 279.127 J 110 1935
 BV1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1021+STABILITY: SURFACE MOTION
 BV1021
 BV1021  HISTORY     - Date     Condition        Report By
 BV1021  HISTORY     - 1935     MONUMENTED       CGS
 BV1021  HISTORY     - 1972     GOOD             MSHD
 BV1021
 BV1021                          STATION DESCRIPTION
 BV1021
 BV1021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BV1021'1.5 MI N FROM SILVER CREEK.
 BV1021'THE MARK IS LOCATED 1.5 MILES NORTH OF SILVER CREEK IN THE NORTHWEST
 BV1021'ANGLE OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD TRACK WITH A
 BV1021'PRIVATE ROAD ABOUT 150 YARDS EAST OF THE RESIDENCE OF MR. CARSIE
 BV1021'PEELER, 1 MILE NORTH OF A RAILROAD CROSSING IN THE SOUTHEAST 1/4 OF
 BV1021'SECTION 27, T 8N, R 20E.  IT IS 11 FEET WEST OF THE WEST RAIL, 20 FEET
 BV1021'NORTH OF THE CENTER OF A PRIVATE ROAD, 320 FEET SOUTH OF MILEPOST 122,
 BV1021'1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 7 INCH SQUARE
 BV1021'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH
 BV1021'WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 43 U.S.
 BV1021'HIGHWAY 84 AT SILVER CREEK GO NORTH ON STATE HIGHWAY 43 FOR 1.2 MILES
 BV1021'TO A SIDE ROAD LEFT.  CONTINUE NORTH ON STATE HIGHWAY 43 FOR 0.5 MILES
 BV1021'TO A LARGE FRAME HOUSE ON THE RIGHT. THE MARK IS LOCATED ABOUT 150
 BV1021'YARDS EAST OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0737 ***********************************************************************
 BV0737  DESIGNATION -  J 111
 BV0737  PID         -  BV0737
 BV0737  STATE/COUNTY-  MS/LAMAR
 BV0737  USGS QUAD   -  LUMBERTON (1982)
 BV0737
 BV0737                         *CURRENT SURVEY CONTROL
 BV0737  ___________________________________________________________________
 BV0737* NAD 83(1986)-  31 01 11.     (N)    089 29 01.     (W)     SCALED    
 BV0737* NAVD 88     -        98.58   (+/-2cm)     323.4    (feet)  VERTCON   
 BV0737  ___________________________________________________________________
 BV0737  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BV0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0737
 BV0737.The horizontal coordinates were scaled from a topographic map and have
 BV0737.an estimated accuracy of +/- 6 seconds.
 BV0737
 BV0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0737.The vertical order pertains to the NGVD 29 superseded value.
 BV0737
 BV0737.The geoid height was determined by GEOID03.
 BV0737
 BV0737;                    North         East    Units  Estimated Accuracy
 BV0737;SPC MS E     -   168,650.      237,910.      MT  (+/- 180 meters Scaled)
 BV0737
 BV0737                          SUPERSEDED SURVEY CONTROL
 BV0737
 BV0737  NGVD 29 (??/??/92)   98.61   (m)          323.5    (f) COMPUTED    2 0
 BV0737
 BV0737.Superseded values are not recommended for survey control.
 BV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0737.See file dsdata.txt to determine how the superseded data were derived.
 BV0737
 BV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV629344(NAD 83)
 BV0737_MARKER: DB = BENCH MARK DISK
 BV0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0737_STAMPING: J 111 1935 (323.572)
 BV0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0737+STABILITY: SURFACE MOTION
 BV0737
 BV0737  HISTORY     - Date     Condition        Report By
 BV0737  HISTORY     - 1935     MONUMENTED       CGS
 BV0737  HISTORY     - 1956     GOOD             NGS
 BV0737  HISTORY     - 1961     GOOD             NGS
 BV0737
 BV0737                          STATION DESCRIPTION
 BV0737
 BV0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0737'2.8 MI NW FROM LUMBERTON.
 BV0737'LOCATED 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 BV0737'OFFICE IN LUMBERTON, IN THE SOUTHEAST ANGLE OF THE MAIN ROAD AND A
 BV0737'SIDE ROAD LEADING NORTHEAST, IN A FENCE LINE, ABOUT 100 YARDS
 BV0737'NORTHEAST OF A TIN SHED IN A PASTURE.  IT IS 24 FEET EAST OF THE
 BV0737'CENTER OF THE MAIN ROAD, 21 FEET SOUTH OF THE CENTER OF THE GRAVELED
 BV0737'SIDE ROAD AND 4 FEET NORTHEAST OF A FENCE CORNER.  IT IS A STANDARD
 BV0737'DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES AND ABOUT
 BV0737'LEVEL WITH THE ROAD.
 BV0737
 BV0737                          STATION RECOVERY (1961)
 BV0737
 BV0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BV0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0541 ***********************************************************************
 BV0541  DESIGNATION -  J 12
 BV0541  PID         -  BV0541
 BV0541  STATE/COUNTY-  MS/FORREST
 BV0541  USGS QUAD   -  HATTIESBURG (1982)
 BV0541
 BV0541                         *CURRENT SURVEY CONTROL
 BV0541  ___________________________________________________________________
 BV0541* NAD 83(1986)-  31 18 36.     (N)    089 17 06.     (W)     SCALED    
 BV0541* NAVD 88     -        46.20   (+/-2cm)     151.6    (feet)  VERTCON   
 BV0541  ___________________________________________________________________
 BV0541  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BV0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0541
 BV0541.The horizontal coordinates were scaled from a topographic map and have
 BV0541.an estimated accuracy of +/- 6 seconds.
 BV0541
 BV0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0541.The vertical order pertains to the NGVD 29 superseded value.
 BV0541
 BV0541.The geoid height was determined by GEOID03.
 BV0541
 BV0541;                    North         East    Units  Estimated Accuracy
 BV0541;SPC MS E     -   200,730.      257,010.      MT  (+/- 180 meters Scaled)
 BV0541
 BV0541                          SUPERSEDED SURVEY CONTROL
 BV0541
 BV0541  NGVD 29 (??/??/92)   46.212  (m)          151.61   (f) ADJ UNCH    1 2
 BV0541
 BV0541.Superseded values are not recommended for survey control.
 BV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0541.See file dsdata.txt to determine how the superseded data were derived.
 BV0541
 BV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV825662(NAD 83)
 BV0541_MARKER: DB = BENCH MARK DISK
 BV0541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BV0541_SP_SET: CULVERT HEADWALL
 BV0541_STAMPING: J 12 1934
 BV0541_MARK LOGO: CGS   
 BV0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0541+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV0541
 BV0541  HISTORY     - Date     Condition        Report By
 BV0541  HISTORY     - 1934     MONUMENTED       CGS
 BV0541  HISTORY     - 1964     GOOD             NGS
 BV0541  HISTORY     - 20000301 GOOD             MSHD
 BV0541  HISTORY     - 20080201 GOOD             MSDOT
 BV0541
 BV0541                          STATION DESCRIPTION
 BV0541
 BV0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BV0541'IN HATTIESBURG.
 BV0541'AT EDWARDS ST. CROSSING OF THE BONHOMIE AND HATTIESBURG SOUTHERN
 BV0541'RAILROAD.  SET IN SOUTH END OF WEST HEADWALL OF 10 FOOT CONCRETE BOX
 BV0541'CULVERT UNDER EDWARDS ST. 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 BV0541'TRACKS AND 33 FEET WEST OF CENTER LINE OF EDWARDS ST.
 BV0541
 BV0541                          STATION RECOVERY (1964)
 BV0541
 BV0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0541'RECOVERED IN GOOD CONDITION.
 BV0541
 BV0541                          STATION RECOVERY (2000)
 BV0541
 BV0541'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0541'RECOVERED AS DESCRIBED.
 BV0541
 BV0541                          STATION RECOVERY (2008)
 BV0541
 BV0541'RECOVERY NOTE BY MS DEPT TRANS 2008 (BF)
 BV0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0177 ***********************************************************************
 DK0177  DESIGNATION -  J 125
 DK0177  PID         -  DK0177
 DK0177  STATE/COUNTY-  MS/HOLMES
 DK0177  USGS QUAD   -  TCHULA (1982)
 DK0177
 DK0177                         *CURRENT SURVEY CONTROL
 DK0177  ___________________________________________________________________
 DK0177* NAD 83(1986)-  33 11 56.     (N)    090 13 35.     (W)     SCALED    
 DK0177* NAVD 88     -        35.875  (meters)     117.70   (feet)  ADJUSTED  
 DK0177  ___________________________________________________________________
 DK0177  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DK0177  DYNAMIC HT  -          35.837 (meters)     117.58  (feet)  COMP
 DK0177  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DK0177
 DK0177  VERT ORDER  -  FIRST     CLASS II
 DK0177
 DK0177.The horizontal coordinates were scaled from a topographic map and have
 DK0177.an estimated accuracy of +/- 6 seconds.
 DK0177
 DK0177.The orthometric height was determined by differential leveling
 DK0177.and adjusted in June 1991.
 DK0177
 DK0177.The geoid height was determined by GEOID03.
 DK0177
 DK0177.The dynamic height is computed by dividing the NAVD 88
 DK0177.geopotential number by the normal gravity value computed on the
 DK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0177.degrees latitude (g = 980.6199 gals.).
 DK0177
 DK0177.The modeled gravity was interpolated from observed gravity values.
 DK0177
 DK0177;                    North         East    Units  Estimated Accuracy
 DK0177;SPC MS W     -   410,100.      709,970.      MT  (+/- 180 meters Scaled)
 DK0177
 DK0177                          SUPERSEDED SURVEY CONTROL
 DK0177
 DK0177  NGVD 29 (??/??/??)   35.948  (m)          117.94   (f) ADJUSTED    1 2
 DK0177
 DK0177.Superseded values are not recommended for survey control.
 DK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0177.See file dsdata.txt to determine how the superseded data were derived.
 DK0177
 DK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS585767(NAD 83)
 DK0177_MARKER: DB = BENCH MARK DISK
 DK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0177_STAMPING: J-125-1939
 DK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0177+STABILITY: SURFACE MOTION
 DK0177
 DK0177  HISTORY     - Date     Condition        Report By
 DK0177  HISTORY     - 1939     MONUMENTED       CGS
 DK0177  HISTORY     - 1960     MARK NOT FOUND   CGS
 DK0177
 DK0177                          STATION DESCRIPTION
 DK0177
 DK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0177'1.1 MI N FROM TCHULA.
 DK0177'LOCATED 1.1 MILES NORTH OF TCHULA, MISS. ON Y. AND M. V. RAILROAD, AT
 DK0177'SAW MILL.  39.5 FEET WEST OF CENTERLINE OF Y AND M. V. R.R. MAIN LINE
 DK0177'TRACKS.  27 FEET SOUTH OF GRAVEL RAMP THAT RUNS TO SAW MILL.  8 FEET
 DK0177'SOUTH OF THE 5TH. POLE SOUTH OF MILE POST M-158, AND MARK IS IN THE
 DK0177'WEST POLE LINE.  TOP OF MARK IS 8 IN. ABOVE GROUND.
 DK0177
 DK0177                          STATION RECOVERY (1960)
 DK0177
 DK0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DK0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0218 ***********************************************************************
 DK0218  DESIGNATION -  J 126
 DK0218  PID         -  DK0218
 DK0218  STATE/COUNTY-  MS/LEFLORE
 DK0218  USGS QUAD   -  ITTA BENA (1983)
 DK0218
 DK0218                         *CURRENT SURVEY CONTROL
 DK0218  ___________________________________________________________________
 DK0218* NAD 83(1986)-  33 29 14.     (N)    090 20 36.     (W)     SCALED    
 DK0218* NAVD 88     -        38.364  (meters)     125.87   (feet)  POSTED    
 DK0218  ___________________________________________________________________
 DK0218  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DK0218  DYNAMIC HT  -          38.320 (meters)     125.72  (feet)  COMP
 DK0218  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 DK0218
 DK0218  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DK0218
 DK0218.The horizontal coordinates were scaled from a topographic map and have
 DK0218.an estimated accuracy of +/- 6 seconds.
 DK0218
 DK0218.The orthometric height was determined by differential leveling
 DK0218.and adjusted by the  in 1992.
 DK0218.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DK0218.rate of 0.0 thru 1.0 mm/km.
 DK0218
 DK0218.The geoid height was determined by GEOID03.
 DK0218
 DK0218.The dynamic height is computed by dividing the NAVD 88
 DK0218.geopotential number by the normal gravity value computed on the
 DK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0218.degrees latitude (g = 980.6199 gals.).
 DK0218
 DK0218.The modeled gravity was interpolated from observed gravity values.
 DK0218
 DK0218;                    North         East    Units  Estimated Accuracy
 DK0218;SPC MS W     -   442,070.      699,070.      MT  (+/- 180 meters Scaled)
 DK0218
 DK0218                          SUPERSEDED SURVEY CONTROL
 DK0218
 DK0218  NGVD 29 (??/??/??)   38.434  (m)          126.10   (f) ADJUSTED    1 2
 DK0218
 DK0218.Superseded values are not recommended for survey control.
 DK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0218.See file dsdata.txt to determine how the superseded data were derived.
 DK0218
 DK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT468084(NAD 83)
 DK0218_MARKER: DB = BENCH MARK DISK
 DK0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0218+STABILITY: SURFACE MOTION
 DK0218
 DK0218  HISTORY     - Date     Condition        Report By
 DK0218  HISTORY     - UNK      MONUMENTED       CGS
 DK0218  HISTORY     - 1967     MARK NOT FOUND   MSHD
 DK0218
 DK0218                          STATION DESCRIPTION
 DK0218
 DK0218'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 DK0218'1.8 MI SW FROM ITTA BENA.
 DK0218'THE MARK IS LOCATED 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM THE
 DK0218'COLUMBUS AND GREENVILLE RAILWAY STATION AT ITTA BENA, LEFLORE COUNTY,
 DK0218'660 FEET SOUTH OF THE TRACK, 350 FEET WEST OF A POWER TRANSMISSION
 DK0218'LINE CROSSING, 33 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 DK0218'RED-FRONT HOUSE, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 DK0218'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0953 ***********************************************************************
 DJ0953  DESIGNATION -  J 127
 DJ0953  PID         -  DJ0953
 DJ0953  STATE/COUNTY-  MS/MONROE
 DJ0953  USGS QUAD   -  PRAIRIE (1982)
 DJ0953
 DJ0953                         *CURRENT SURVEY CONTROL
 DJ0953  ___________________________________________________________________
 DJ0953* NAD 83(1986)-  33 45 00.     (N)    088 40 57.     (W)     SCALED    
 DJ0953* NAVD 88     -        76.218  (meters)     250.06   (feet)  POSTED    
 DJ0953  ___________________________________________________________________
 DJ0953  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ0953  DYNAMIC HT  -          76.140 (meters)     249.80  (feet)  COMP
 DJ0953  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 DJ0953
 DJ0953  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DJ0953
 DJ0953.The horizontal coordinates were scaled from a topographic map and have
 DJ0953.an estimated accuracy of +/- 6 seconds.
 DJ0953
 DJ0953.The orthometric height was determined by differential leveling
 DJ0953.and adjusted by the  in 1992.
 DJ0953.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DJ0953.rate greater than 8.0 mm/km.
 DJ0953
 DJ0953.The geoid height was determined by GEOID03.
 DJ0953
 DJ0953.The dynamic height is computed by dividing the NAVD 88
 DJ0953.geopotential number by the normal gravity value computed on the
 DJ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0953.degrees latitude (g = 980.6199 gals.).
 DJ0953
 DJ0953.The modeled gravity was interpolated from observed gravity values.
 DJ0953
 DJ0953;                    North         East    Units  Estimated Accuracy
 DJ0953;SPC MS E     -   471,230.      313,980.      MT  (+/- 180 meters Scaled)
 DJ0953
 DJ0953                          SUPERSEDED SURVEY CONTROL
 DJ0953
 DJ0953  NGVD 29 (??/??/92)   76.165  (m)          249.88   (f) ADJ UNCH    1 2
 DJ0953
 DJ0953.Superseded values are not recommended for survey control.
 DJ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0953.See file dsdata.txt to determine how the superseded data were derived.
 DJ0953
 DJ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC441357(NAD 83)
 DJ0953_MARKER: DB = BENCH MARK DISK
 DJ0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0953_SP_SET: BRIDGE
 DJ0953_STAMPING: J 127 (1939)
 DJ0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0953
 DJ0953  HISTORY     - Date     Condition        Report By
 DJ0953  HISTORY     - 1939     MONUMENTED       CGS
 DJ0953  HISTORY     - 1966     GOOD             MSHD
 DJ0953  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0953
 DJ0953                          STATION DESCRIPTION
 DJ0953
 DJ0953'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 DJ0953'11.3 MI NW FROM WEST POINT.
 DJ0953'TO REACH FROM THE U.S. POST OFFICE IN WEST POINT GO WEST ON BROAD
 DJ0953'STREET FOR 0.65 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 45
 DJ0953'WEST, TURN RIGHT (NORTH) AND CONTINUE ON HIGHWAY 45 WEST FOR 5.5 MILES
 DJ0953'TO THE CLAY-MONROE COUNTY LINE, CONTINUE NORTH ON HIGHWAY 45 WEST FOR
 DJ0953'5.15 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE RIGHT IN THE
 DJ0953'SOUTHEAST ABUTMENT.  IT IS 12.5 FEET EAST OF THE CENTER OF HIGHWAY 45
 DJ0953'WEST.
 DJ0953
 DJ0953                          STATION RECOVERY (1983)
 DJ0953
 DJ0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0953'NOT RECOVERED, POSSIBLY TAKEN OUT BY BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0224 ***********************************************************************
 BV0224  DESIGNATION -  J 13
 BV0224  PID         -  BV0224
 BV0224  STATE/COUNTY-  MS/PERRY
 BV0224  USGS QUAD   -  RICHTON (1964)
 BV0224
 BV0224                         *CURRENT SURVEY CONTROL
 BV0224  ___________________________________________________________________
 BV0224* NAD 83(1986)-  31 19 03.     (N)    088 55 47.     (W)     SCALED    
 BV0224* NAVD 88     -        42.725  (meters)     140.17   (feet)  ADJUSTED  
 BV0224  ___________________________________________________________________
 BV0224  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BV0224  DYNAMIC HT  -          42.673 (meters)     140.00  (feet)  COMP
 BV0224  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BV0224
 BV0224  VERT ORDER  -  FIRST     CLASS II
 BV0224
 BV0224.The horizontal coordinates were scaled from a topographic map and have
 BV0224.an estimated accuracy of +/- 6 seconds.
 BV0224
 BV0224.The orthometric height was determined by differential leveling
 BV0224.and adjusted in May 1996.
 BV0224
 BV0224.The geoid height was determined by GEOID03.
 BV0224
 BV0224.The dynamic height is computed by dividing the NAVD 88
 BV0224.geopotential number by the normal gravity value computed on the
 BV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0224.degrees latitude (g = 980.6199 gals.).
 BV0224
 BV0224.The modeled gravity was interpolated from observed gravity values.
 BV0224
 BV0224;                    North         East    Units  Estimated Accuracy
 BV0224;SPC MS E     -   201,480.      290,830.      MT  (+/- 180 meters Scaled)
 BV0224
 BV0224                          SUPERSEDED SURVEY CONTROL
 BV0224
 BV0224  NGVD 29 (??/??/92)   42.733  (m)          140.20   (f) ADJ UNCH    1 2
 BV0224
 BV0224.Superseded values are not recommended for survey control.
 BV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0224.See file dsdata.txt to determine how the superseded data were derived.
 BV0224
 BV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV163663(NAD 83)
 BV0224_MARKER: DB = BENCH MARK DISK
 BV0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0224_SP_SET: CONCRETE POST
 BV0224_STAMPING: J 13 1934
 BV0224_MARK LOGO: CGS   
 BV0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0224+STABILITY: SURFACE MOTION
 BV0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0224+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1987
 BV0224
 BV0224  HISTORY     - Date     Condition        Report By
 BV0224  HISTORY     - 1934     MONUMENTED       CGS
 BV0224  HISTORY     - 1964     GOOD             MSHD
 BV0224  HISTORY     - 19870203 GOOD             MSHD
 BV0224
 BV0224                          STATION DESCRIPTION
 BV0224
 BV0224'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0224'2.6 MI S FROM RICHTON.
 BV0224'FROM THE RAILWAY STATION IN RICHTON, GO SOUTH ON STATE HIGHWAY 15 FOR
 BV0224'2.4 MILES TO A DRIVEWAY ON THE LEFT LEADING TO A PULP WOOD YARD, TURN
 BV0224'LEFT AND GO TO THE NORTHEAST CORNER AND THE MARK AS DESCRIBED.
 BV0224'STANDARD DISK IN CONCRETE POST.
 BV0224
 BV0224                          STATION RECOVERY (1987)
 BV0224
 BV0224'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987
 BV0224'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 BV0224'MARK IS LOCATED 3.86 KM (2.40 MI) SOUTH OF RICHTON NEAR THE NORTHEAST
 BV0224'CORNER OF A PULPWOOD YARD ON THE WEST SIDE OF AN ABANDONED RAILROAD
 BV0224'BED IN SECTION 18, T4N, R9W.  TO REACH FROM THE POST OFFICE IN
 BV0224'RICHTON, GO SOUTH ON STATE HIGHWAY 15 FOR 3.14 KM (1.95 MI) TO A SIDE
 BV0224'ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY 15 FOR 1.05 KM (0.65 MI) TO THE
 BV0224'MARK ON THE LEFT ABOUT 100 YARDS EAST ON THE HIGHWAY.  MARK IS A
 BV0224'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 BV0224'GROUND.  IT IS 14.00 M (45.9 FT) NORTHEAST OF A 9 INCH TRIPLE TRUNK
 BV0224'OAK, 13.41 M (44.0 FT) WEST OF THE CENTER OF OLD RAILROAD BED, 5.49 M
 BV0224'(18.0 FT) WEST NORTHWEST OF THE RAILROAD BED FOR A SPUR TRACK, 3.96 M
 BV0224'(13.0 FT) SOUTHEAST OF A 9 INCH OAK TREE, 0.30 M (1.0 FT) WEST OF A
 BV0224'WITNESS POST AND ABOUT LEVEL WITH OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1360 ***********************************************************************
 BW1360  DESIGNATION -  J 130
 BW1360  PID         -  BW1360
 BW1360  STATE/COUNTY-  MS/ADAMS
 BW1360  USGS QUAD   -  LAKE MARY (1965)
 BW1360
 BW1360                         *CURRENT SURVEY CONTROL
 BW1360  ___________________________________________________________________
 BW1360* NAD 83(1986)-  31 12 07.     (N)    091 35 23.     (W)     SCALED    
 BW1360* NAVD 88     -        17.12   (+/-2cm)      56.2    (feet)  VERTCON   
 BW1360  ___________________________________________________________________
 BW1360  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BW1360  VERT ORDER  -  FIRST     CLASS II (See Below)
 BW1360
 BW1360.The horizontal coordinates were scaled from a topographic map and have
 BW1360.an estimated accuracy of +/- 6 seconds.
 BW1360
 BW1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1360.The vertical order pertains to the NGVD 29 superseded value.
 BW1360
 BW1360.The geoid height was determined by GEOID03.
 BW1360
 BW1360;                    North         East    Units  Estimated Accuracy
 BW1360;SPC MS W     -   189,350.      580,270.      MT  (+/- 180 meters Scaled)
 BW1360
 BW1360                          SUPERSEDED SURVEY CONTROL
 BW1360
 BW1360  NGVD 29 (??/??/92)   17.093  (m)           56.08   (f) ADJ UNCH    1 2
 BW1360
 BW1360.Superseded values are not recommended for survey control.
 BW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1360.See file dsdata.txt to determine how the superseded data were derived.
 BW1360
 BW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ343528(NAD 83)
 BW1360_MARKER: DB = BENCH MARK DISK
 BW1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW1360_STAMPING: J 130 1938
 BW1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW1360+STABILITY: SURFACE MOTION
 BW1360
 BW1360  HISTORY     - Date     Condition        Report By
 BW1360  HISTORY     - 1938     MONUMENTED       CGS
 BW1360
 BW1360                          STATION DESCRIPTION
 BW1360
 BW1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BW1360'8.25 MI NW FROM FORT ADAMS.
 BW1360'IN ADAMS COUNTY, 8-1/4 MILES NORTHWEST OF FORT ADAMS, WILKINSON
 BW1360'COUNTY, ON THE EAST BANK OF MISSISSIPPI RIVER, 1/2 MILE WEST OF THE
 BW1360'BRIDGE ACROSS THE NARROWS, 200 FEET BACK OF PANDELLA LANDING, 2000
 BW1360'FEET RIVERSIDE OF A ROAD, 300 FEET BACK OF PANDELLA LIGHT 751.5, AND
 BW1360'AMONG SMALL SCATTERED LOCUST TREES.  A STANDARD DISK SET IN THE TOP OF
 BW1360'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0764 ***********************************************************************
 EG0764  DESIGNATION -  J 131
 EG0764  PID         -  EG0764
 EG0764  STATE/COUNTY-  MS/PRENTISS
 EG0764  USGS QUAD   -  BOONEVILLE (1973)
 EG0764
 EG0764                         *CURRENT SURVEY CONTROL
 EG0764  ___________________________________________________________________
 EG0764* NAD 83(1986)-  34 41 10.     (N)    088 32 54.     (W)     SCALED    
 EG0764* NAVD 88     -       149.806  (meters)     491.49   (feet)  POSTED    
 EG0764  ___________________________________________________________________
 EG0764  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EG0764  DYNAMIC HT  -         149.660 (meters)     491.01  (feet)  COMP
 EG0764  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 EG0764
 EG0764  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EG0764
 EG0764.The horizontal coordinates were scaled from a topographic map and have
 EG0764.an estimated accuracy of +/- 6 seconds.
 EG0764
 EG0764.The orthometric height was determined by differential leveling
 EG0764.and adjusted by the  in 1992.
 EG0764.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EG0764.rate of 0.0 thru 1.0 mm/km.
 EG0764
 EG0764.The geoid height was determined by GEOID03.
 EG0764
 EG0764.The dynamic height is computed by dividing the NAVD 88
 EG0764.geopotential number by the normal gravity value computed on the
 EG0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0764.degrees latitude (g = 980.6199 gals.).
 EG0764
 EG0764.The modeled gravity was interpolated from observed gravity values.
 EG0764
 EG0764;                    North         East    Units  Estimated Accuracy
 EG0764;SPC MS E     -   575,090.      326,120.      MT  (+/- 180 meters Scaled)
 EG0764
 EG0764                          SUPERSEDED SURVEY CONTROL
 EG0764
 EG0764  NGVD 29 (??/??/92)  149.747  (m)          491.29   (f) ADJ UNCH    1 2
 EG0764
 EG0764.Superseded values are not recommended for survey control.
 EG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0764.See file dsdata.txt to determine how the superseded data were derived.
 EG0764
 EG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD581393(NAD 83)
 EG0764_MARKER: DB = BENCH MARK DISK
 EG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0764_STAMPING: J 131 1939
 EG0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0764+STABILITY: SURFACE MOTION
 EG0764
 EG0764  HISTORY     - Date     Condition        Report By
 EG0764  HISTORY     - 1939     MONUMENTED       CGS
 EG0764  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0764  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0764  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0764
 EG0764                          STATION DESCRIPTION
 EG0764
 EG0764'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0764'2.4 MI N FROM BOONEVILLE.
 EG0764'2.4 MILES NORTH ALONG THE GM AND O RAILROAD FROM THE STATION IN
 EG0764'BOONEVILLE, PRENTISS COUNTY, 250 FEET NORTHWEST OF A STATION-ONE-MILE
 EG0764'SIGN, 55 FEET NORTH OF A ROAD CROSSING AND 24 FEET EAST OF THE
 EG0764'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 31 1939 AND SET
 EG0764'IN THE TOP OF A CONCRETE POST.
 EG0764
 EG0764                          STATION RECOVERY (1979)
 EG0764
 EG0764'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0764'MARK NOT FOUND.
 EG0764
 EG0764                          STATION RECOVERY (1982)
 EG0764
 EG0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0764'NOT RECOVERED, POSSIBLY GRADED OUT BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0795 ***********************************************************************
 BH0795  DESIGNATION -  J 134
 BH0795  PID         -  BH0795
 BH0795  STATE/COUNTY-  MS/HARRISON
 BH0795  USGS QUAD   -  SELLERS (1982)
 BH0795
 BH0795                         *CURRENT SURVEY CONTROL
 BH0795  ___________________________________________________________________
 BH0795* NAD 83(1986)-  30 32 57.     (N)    089 15 24.     (W)     SCALED    
 BH0795* NAVD 88     -        54.77   (+/-2cm)     179.7    (feet)  VERTCON   
 BH0795  ___________________________________________________________________
 BH0795  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0795
 BH0795.The horizontal coordinates were scaled from a topographic map and have
 BH0795.an estimated accuracy of +/- 6 seconds.
 BH0795
 BH0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0795.The vertical order pertains to the NGVD 29 superseded value.
 BH0795
 BH0795.The geoid height was determined by GEOID03.
 BH0795
 BH0795;                    North         East    Units  Estimated Accuracy
 BH0795;SPC MS E     -   116,370.      259,380.      MT  (+/- 180 meters Scaled)
 BH0795
 BH0795                          SUPERSEDED SURVEY CONTROL
 BH0795
 BH0795  NGVD 29 (??/??/??)   54.787  (m)          179.75   (f) ADJUSTED    2 0
 BH0795
 BH0795.Superseded values are not recommended for survey control.
 BH0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0795.See file dsdata.txt to determine how the superseded data were derived.
 BH0795
 BH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU835818(NAD 83)
 BH0795_MARKER: DB = BENCH MARK DISK
 BH0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0795_STAMPING: J 134 1943
 BH0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0795+STABILITY: SURFACE MOTION
 BH0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0795+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 BH0795
 BH0795  HISTORY     - Date     Condition        Report By
 BH0795  HISTORY     - 1943     MONUMENTED       CGS
 BH0795  HISTORY     - 1972     GOOD             MSHD
 BH0795  HISTORY     - 20001207 GOOD             NGS
 BH0795
 BH0795                          STATION DESCRIPTION
 BH0795
 BH0795'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0795'9.3 MI SW FROM SAUCIER.
 BH0795'THE MARK IS LOCATED 9.3 MILES SOUTHWEST OF SAUCIER ON THE SOUTHWEST
 BH0795'ROW OF STATE HIGHWAY 53, 9.5 MILES NORTHWEST OF LYMAN, 1.7 MILES
 BH0795'NORTHWEST OF THE COMMUNITY OF LIZANA IN THE SOUTHEAST 1/4 OF SECTION
 BH0795'2, T 6S, R 13W.  IT IS 29.5 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 BH0795'53, 100 FEET NORTH-NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 52 FEET
 BH0795'NORTHWEST OF A FENCE CORNER, 105 FEET NORTHWEST OF THE WEST END OF A
 BH0795'CULVERT UNDER THE PRIVATE DRIVE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 BH0795'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT LEVEL WITH
 BH0795'THE HIGHWAY AND PROJECTS 12 INCHES ON THE NORTHEAST SIDE. TO REACH
 BH0795'FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S. HIGHWAY 49 AT LYMAN GO
 BH0795'WEST ON STATE HIGHWAY 53 FOR 8.3 MILES TO A SIDE ROAD RIGHT ACROSS
 BH0795'FROM THE CATHOLIC CHURCH AT LIZANA.  CONTINUE NORTHWEST ON STATE
 BH0795'HIGHWAY 53 FOR 1.7 MILES TO A PRIVATE DRIVE AND THE MARK ON THE LEFT.
 BH0795
 BH0795                          STATION RECOVERY (2000)
 BH0795
 BH0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0816 ***********************************************************************
 BH0816  DESIGNATION -  J 135
 BH0816  PID         -  BH0816
 BH0816  STATE/COUNTY-  MS/HARRISON
 BH0816  USGS QUAD   -  WORTHAM (1983)
 BH0816
 BH0816                         *CURRENT SURVEY CONTROL
 BH0816  ___________________________________________________________________
 BH0816* NAD 83(1986)-  30 34 53.     (N)    089 12 52.     (W)     SCALED    
 BH0816* NAVD 88     -        44.54   (+/-2cm)     146.1    (feet)  VERTCON   
 BH0816  ___________________________________________________________________
 BH0816  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0816
 BH0816.The horizontal coordinates were scaled from a topographic map and have
 BH0816.an estimated accuracy of +/- 6 seconds.
 BH0816
 BH0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0816.The vertical order pertains to the NGVD 29 superseded value.
 BH0816
 BH0816.The geoid height was determined by GEOID03.
 BH0816
 BH0816;                    North         East    Units  Estimated Accuracy
 BH0816;SPC MS E     -   119,930.      263,450.      MT  (+/- 180 meters Scaled)
 BH0816
 BH0816                          SUPERSEDED SURVEY CONTROL
 BH0816
 BH0816  NGVD 29 (??/??/??)   44.552  (m)          146.17   (f) ADJUSTED    2 0
 BH0816
 BH0816.Superseded values are not recommended for survey control.
 BH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0816.See file dsdata.txt to determine how the superseded data were derived.
 BH0816
 BH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU876852(NAD 83)
 BH0816_MARKER: DB = BENCH MARK DISK
 BH0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0816_STAMPING: J 135 1943
 BH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0816+STABILITY: SURFACE MOTION
 BH0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0816+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 BH0816
 BH0816  HISTORY     - Date     Condition        Report By
 BH0816  HISTORY     - 1943     MONUMENTED       CGS
 BH0816  HISTORY     - 1972     GOOD             MSHD
 BH0816  HISTORY     - 20001207 GOOD             NGS
 BH0816
 BH0816                          STATION DESCRIPTION
 BH0816
 BH0816'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0816'6 MI SW FROM SAUCIER.
 BH0816'THE MARK IS LOCATED 6 MILES SOUTHWEST OF SAUCIER IN THE SOUTHWEST
 BH0816'ANGLE OF A JUNCTION, 3.3 MILES NORTHEAST OF THE COMMUNITY OF LIZANA IN
 BH0816'THE SOUTHWEST 1/4 OF SECTION 29, T 5S, R 12W.  IT IS 77 FEET WEST OF
 BH0816'THE CENTER OF A BLACK TOP ROAD, 30 FEET WEST OF THE CENTER OF A
 BH0816'GRAVELED ROAD, 64 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 56 FEET
 BH0816'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 68.5 FEET SOUTHWEST OF A
 BH0816'POWER POLE WITH WIRES GOING IN THREE DIRECTION, 121 FEET
 BH0816'SOUTH-SOUTHEAST OF A 24 INCH LIVE OAK, 7.5 FEET WEST AND ACROSS THE
 BH0816'ROAD FROM THE PROJECTED PLANE OF THE WEST WALL OF A BRICK HOUSE, 1
 BH0816'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 BH0816'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE BLACK TOP ROAD AND
 BH0816'PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION OF A BLACK TOP ROAD AND
 BH0816'STATE HIGHWAY 53 IN FRONT OF THE CATHOLIC CHURCH AT LIZANA GO NORTH ON
 BH0816'A BLACK TOP ROAD FOR 3.75 MILES TO A SIDE ROAD AND THE MARK ON THE
 BH0816'LEFT.
 BH0816
 BH0816                          STATION RECOVERY (2000)
 BH0816
 BH0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH0816'MARK IS BY HERMAN LADNER RD.  REACH MARK FROM JUNCTION OF SAUCIER
 BH0816'LIZANA RD. AND RTE. 53, DRIVING NORTH ON SAUCIER LIZANA RD. TO HERMAN
 BH0816'LADNER RD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0987 ***********************************************************************
 BH0987  TIDAL BM    -  This is a Tidal Bench Mark.
 BH0987  DESIGNATION -  J 136
 BH0987  PID         -  BH0987
 BH0987  STATE/COUNTY-  MS/HANCOCK
 BH0987  USGS QUAD   -  WAVELAND (1976)
 BH0987
 BH0987                         *CURRENT SURVEY CONTROL
 BH0987  ___________________________________________________________________
 BH0987* NAD 83(1986)-  30 18 53.     (N)    089 24 10.     (W)     SCALED    
 BH0987* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 BH0987  ___________________________________________________________________
 BH0987  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BH0987  DYNAMIC HT  -           1.021 (meters)       3.35  (feet)  COMP
 BH0987  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 BH0987
 BH0987  VERT ORDER  -  FIRST     CLASS II
 BH0987
 BH0987.The horizontal coordinates were scaled from a topographic map and have
 BH0987.an estimated accuracy of +/- 6 seconds.
 BH0987
 BH0987.The orthometric height was determined by differential leveling
 BH0987.and adjusted in February 1994.
 BH0987
 BH0987.This Tidal Bench Mark is designated as VM 10460
 BH0987.by the Center for Operational Oceanographic Products and Services.
 BH0987
 BH0987.The geoid height was determined by GEOID03.
 BH0987
 BH0987.The dynamic height is computed by dividing the NAVD 88
 BH0987.geopotential number by the normal gravity value computed on the
 BH0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0987.degrees latitude (g = 980.6199 gals.).
 BH0987
 BH0987.The modeled gravity was interpolated from observed gravity values.
 BH0987
 BH0987;                    North         East    Units  Estimated Accuracy
 BH0987;SPC MS E     -    90,450.      245,230.      MT  (+/- 180 meters Scaled)
 BH0987
 BH0987                          SUPERSEDED SURVEY CONTROL
 BH0987
 BH0987  NGVD 29 (??/??/??)    1.144  (m)            3.75   (f) ADJUSTED    1 2
 BH0987
 BH0987.Superseded values are not recommended for survey control.
 BH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0987.See file dsdata.txt to determine how the superseded data were derived.
 BH0987
 BH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU689561(NAD 83)
 BH0987_MARKER: DB = BENCH MARK DISK
 BH0987_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BH0987_SP_SET: PREFAB CONC. POST IN EARTH
 BH0987_STAMPING: J 136 1943
 BH0987_MARK LOGO: CGS   
 BH0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0987+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH0987
 BH0987  HISTORY     - Date     Condition        Report By
 BH0987  HISTORY     - 1943     MONUMENTED       CGS
 BH0987  HISTORY     - 1972     GOOD             MSHD
 BH0987  HISTORY     - 1975     GOOD             NGS
 BH0987  HISTORY     - 19930315 GOOD             NGS
 BH0987
 BH0987                          STATION DESCRIPTION
 BH0987
 BH0987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0987'4 MI W FROM BAY ST  LOUIS.
 BH0987'THE MARK IS LOCATED 4 MILES WEST OF BAY ST. LOUIS ON THE NORTHEAST ROW
 BH0987'OF STATE HIGHWAY 603 AND 43 AT THE INSIDE OF A LONG CURVE WITH
 BH0987'TANGENTS TO THE EAST AND NORTHWEST.  IT IS 67 FEET NORTH-NORTHEAST OF
 BH0987'THE CENTER OF HIGHWAY 603 AND 43 UNDER A POWER LINE, 49 FEET NORTHWEST
 BH0987'OF POLE NO 10, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN THE TOP
 BH0987'OF A 6 INCH SQUARE CONCRETE POST ABOUT 4 FEET BELOW THE LEVEL OF THE
 BH0987'HIGHWAY AND PROJECTS 2 INCHES.  TO REACH FROM THE WEST END OF THE
 BH0987'BRIDGE OVER ST. LOUIS BAY AT BAY ST. LOUIS GO WEST ON U.S. HIGHWAY 90
 BH0987'FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43. TURN RIGHT
 BH0987'AND GO NORTHWEST ON STATE HIGHWAY 603 AND 43 FOR 1.7 MILES TO THE MARK
 BH0987'ON THE RIGHT.
 BH0987
 BH0987                          STATION RECOVERY (1975)
 BH0987
 BH0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BH0987'RECOVERED IN GOOD CONDITION.
 BH0987
 BH0987                          STATION RECOVERY (1993)
 BH0987
 BH0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0987'2.7 KM (1.65 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH0987'OF U.S. HIGHWAY 90 IN WAVELAND, 27.9 M (91.5 FT) SOUTHEAST OF THE
 BH0987'CENTER OF A DRIVEWAY LEADING NORTHEAST, 20.4 M (66.9 FT) NORTHEAST OF
 BH0987'THE CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT) NORTHWEST OF UTILITY
 BH0987'POLE NUMBER 10 WITH 3 GUY CABLES, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 BH0987'THE HIGHWAY, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND THE
 BH0987'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--STATE HIGHWAY 43 IS
 BH0987'UNDER CONSTRUCTION AND THE EXISTING HIGHWAY WILL BECOME THE
 BH0987'NORTHBOUND LANES OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1398 ***********************************************************************
 BH1398  DESIGNATION -  J 137
 BH1398  PID         -  BH1398
 BH1398  STATE/COUNTY-  MS/HANCOCK
 BH1398  USGS QUAD   -  CAESAR (1986)
 BH1398
 BH1398                         *CURRENT SURVEY CONTROL
 BH1398  ___________________________________________________________________
 BH1398* NAD 83(1986)-  30 35 17.     (N)    089 32 04.     (W)     SCALED    
 BH1398* NAVD 88     -        57.05   (+/-2cm)     187.2    (feet)  VERTCON   
 BH1398  ___________________________________________________________________
 BH1398  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BH1398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1398
 BH1398.The horizontal coordinates were scaled from a topographic map and have
 BH1398.an estimated accuracy of +/- 6 seconds.
 BH1398
 BH1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1398.The vertical order pertains to the NGVD 29 superseded value.
 BH1398
 BH1398.The geoid height was determined by GEOID03.
 BH1398
 BH1398;                    North         East    Units  Estimated Accuracy
 BH1398;SPC MS E     -   120,820.      232,760.      MT  (+/- 180 meters Scaled)
 BH1398
 BH1398                          SUPERSEDED SURVEY CONTROL
 BH1398
 BH1398  NGVD 29 (??/??/??)   57.114  (m)          187.38   (f) ADJUSTED    2 0
 BH1398
 BH1398.Superseded values are not recommended for survey control.
 BH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1398.See file dsdata.txt to determine how the superseded data were derived.
 BH1398
 BH1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU569866(NAD 83)
 BH1398_MARKER: DB = BENCH MARK DISK
 BH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1398+STABILITY: SURFACE MOTION
 BH1398
 BH1398  HISTORY     - Date     Condition        Report By
 BH1398  HISTORY     - UNK      MONUMENTED       CGS
 BH1398  HISTORY     - 1972     GOOD             MSHD
 BH1398
 BH1398                          STATION DESCRIPTION
 BH1398
 BH1398'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1398'9.5 MI NE FROM PICAYUNE.
 BH1398'THE MARK IS LOCATED 9.5 MILES NORTHEAST OF PICAYUNE NEAR THE NORTH ROW
 BH1398'OF A COUNTY ROAD AND THE PROPERTY OF MR. PAT BILBO 0.7 MILES EAST OF
 BH1398'THE UNION BAPTIST CHURCH AT CAESAR AND NEAR THE CENTER OF THE NORTH
 BH1398'SIDE OF SECTION 30, T 5S, R 15W.  IT IS 35 FEET NORTH OF THE CENTER OF
 BH1398'A GRAVELED ROAD, 66.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BH1398'FRAME HOUSE, 17.5 FEET SOUTH OF A POWER SERVICE POLE, 77 FEET NORTH OF
 BH1398'POLE NO 149E8, 47 FEET WEST OF A 20 INCH PECAN AT THE SOUTHWEST CORNER
 BH1398'OF A PECAN ORCHARD, 1 FOOT NORTHEAST OF THE SOUTH GATE POST, 1 FOOT
 BH1398'NORTH OF A METAL WITNESS POST SET IN THE TOP OF A 6 INCH SQUARE
 BH1398'CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4
 BH1398'INCHES.  TO REACH FROM THE U.S. POST OFFICE IN PICAYUNE GO SOUTH ON
 BH1398'U.S. HIGHWAY 11 FOR 0.7 MILES TO THE JUNCTION OF STATE HIGHWAY 43.
 BH1398'TURN LEFT AND GO EAST ON STATE HIGHWAY 43 FOR 11.7 MILES TO A SIDE
 BH1398'ROAD LEFT, JUST BEFORE REACHING A CONCRETE BRIDGE. TURN SHARP LEFT AND
 BH1398'GO NORTH ON A BLACK TOP ROAD FOR 5.7 MILES TO A CROSSROAD. TURN LEFT
 BH1398'AND GO WEST ON A GRAVELED ROAD FOR 1.4 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1275 ***********************************************************************
 BH1275  DESIGNATION -  J 139
 BH1275  PID         -  BH1275
 BH1275  STATE/COUNTY-  MS/PEARL RIVER
 BH1275  USGS QUAD   -  PICAYUNE (1985)
 BH1275
 BH1275                         *CURRENT SURVEY CONTROL
 BH1275  ___________________________________________________________________
 BH1275* NAD 83(1986)-  30 33 08.     (N)    089 41 43.     (W)     SCALED    
 BH1275* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 BH1275  ___________________________________________________________________
 BH1275  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BH1275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1275
 BH1275.The horizontal coordinates were scaled from a topographic map and have
 BH1275.an estimated accuracy of +/- 6 seconds.
 BH1275
 BH1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1275.The vertical order pertains to the NGVD 29 superseded value.
 BH1275
 BH1275.The geoid height was determined by GEOID03.
 BH1275
 BH1275;                    North         East    Units  Estimated Accuracy
 BH1275;SPC MS E     -   116,950.      217,300.      MT  (+/- 180 meters Scaled)
 BH1275
 BH1275                          SUPERSEDED SURVEY CONTROL
 BH1275
 BH1275  NGVD 29 (??/??/??)   13.493  (m)           44.27   (f) ADJUSTED    2 0
 BH1275
 BH1275.Superseded values are not recommended for survey control.
 BH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1275.See file dsdata.txt to determine how the superseded data were derived.
 BH1275
 BH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU414830(NAD 83)
 BH1275_MARKER: DB = BENCH MARK DISK
 BH1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1275_STAMPING: J 139 1943
 BH1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1275+STABILITY: SURFACE MOTION
 BH1275
 BH1275  HISTORY     - Date     Condition        Report By
 BH1275  HISTORY     - 1943     MONUMENTED       CGS
 BH1275  HISTORY     - 1970     POOR             MSHD
 BH1275  HISTORY     - 19831223 MARK NOT FOUND   USPSQD
 BH1275
 BH1275                          STATION DESCRIPTION
 BH1275
 BH1275'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 BH1275'1.7 MI NW FROM PICAYUNE.
 BH1275'THE MARK IS LOCATED 1.7 MILES NORTHWEST OF THE APPROXIMATE CENTER OF
 BH1275'PICAYUNE 0.1 MILE NORTH OF THE NORTH END OF A LONG WOODEN BRIDGE ON
 BH1275'THE EAST RIGHT-OF-WAY OF HIGHWAY 43.  IT IS 19 FEET EAST OF THE CENTER
 BH1275'OF HIGHWAY 43, 31 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 7 FEET WEST
 BH1275'OF A RIGHT-OF-WAY MARKER, 7 FEET WEST OF THE END OF A FENCE, 24 FEET
 BH1275'NORTHWEST OF A 12 INCH COTTONWOOD, 20 FEET WEST OF A POWER LINE, 2.5
 BH1275'FEET SOUTHEAST OF A MAIL BOX, SET IN THE TOP OF A 6 INCH SQUARE
 BH1275'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 6 INCHES. TO
 BH1275'REACH FROM THE LUCIUS OLEN CROSBY MEMORIAL HOSPITAL IN PICAYUNE, GO
 BH1275'WEST ON GOODYEAR BOULEVARD (STATE HIGHWAY 43) FOR 0.7 MILE TO A T
 BH1275'INTERSECTION.  TURN RIGHT (NORTH) AND CONTINUE ON STATE HIGHWAY 43 FOR
 BH1275'1.2 MILES TO THE MARK ON THE RIGHT.
 BH1275
 BH1275                          STATION RECOVERY (1983)
 BH1275
 BH1275'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLK)
 BH1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0362 ***********************************************************************
 BV0362  DESIGNATION -  J 14
 BV0362  PID         -  BV0362
 BV0362  STATE/COUNTY-  MS/WAYNE
 BV0362  USGS QUAD   -  CLARA (1982)
 BV0362
 BV0362                         *CURRENT SURVEY CONTROL
 BV0362  ___________________________________________________________________
 BV0362* NAD 83(1986)-  31 33 46.     (N)    088 44 42.     (W)     SCALED    
 BV0362* NAVD 88     -        85.51   (+/-2cm)     280.5    (feet)  VERTCON   
 BV0362  ___________________________________________________________________
 BV0362  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BV0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 BV0362
 BV0362.The horizontal coordinates were scaled from a topographic map and have
 BV0362.an estimated accuracy of +/- 6 seconds.
 BV0362
 BV0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0362.The vertical order pertains to the NGVD 29 superseded value.
 BV0362
 BV0362.The geoid height was determined by GEOID03.
 BV0362
 BV0362;                    North         East    Units  Estimated Accuracy
 BV0362;SPC MS E     -   228,680.      308,390.      MT  (+/- 180 meters Scaled)
 BV0362
 BV0362                          SUPERSEDED SURVEY CONTROL
 BV0362
 BV0362  NGVD 29 (??/??/92)   85.492  (m)          280.49   (f) ADJ UNCH    1 2
 BV0362
 BV0362.Superseded values are not recommended for survey control.
 BV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0362.See file dsdata.txt to determine how the superseded data were derived.
 BV0362
 BV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV343932(NAD 83)
 BV0362_MARKER: DB = BENCH MARK DISK
 BV0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0362_STAMPING: J-14 1934
 BV0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0362+STABILITY: SURFACE MOTION
 BV0362
 BV0362  HISTORY     - Date     Condition        Report By
 BV0362  HISTORY     - 1934     MONUMENTED       CGS
 BV0362  HISTORY     - 1964     MARK NOT FOUND   NGS
 BV0362
 BV0362                          STATION DESCRIPTION
 BV0362
 BV0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BV0362'3.5 MI S FROM CLARA.
 BV0362'ALONG STATE HIGHWAY NO. 63 AT NORTHEAST SIDE OF HOLLOW AT BEGINNING OF
 BV0362'CURVING ASCENT.  SET IN POST 5 FEET NORTHEAST OF FENCE CORNER, 1 FOOT
 BV0362'EAST OF FENCE AND 35 FEET NORTHWEST FROM CENTER LINE OF HIGHWAY.
 BV0362
 BV0362                          STATION RECOVERY (1964)
 BV0362
 BV0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0691 ***********************************************************************
 BH0691  DESIGNATION -  J 141
 BH0691  PID         -  BH0691
 BH0691  STATE/COUNTY-  MS/PERRY
 BH0691  USGS QUAD   -  BOND POND (1983)
 BH0691
 BH0691                         *CURRENT SURVEY CONTROL
 BH0691  ___________________________________________________________________
 BH0691* NAD 83(1986)-  30 59 37.     (N)    089 03 03.     (W)     SCALED    
 BH0691* NAVD 88     -        36.90   (+/-2cm)     121.1    (feet)  VERTCON   
 BH0691  ___________________________________________________________________
 BH0691  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BH0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0691
 BH0691.The horizontal coordinates were scaled from a topographic map and have
 BH0691.an estimated accuracy of +/- 6 seconds.
 BH0691
 BH0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0691.The vertical order pertains to the NGVD 29 superseded value.
 BH0691
 BH0691.The geoid height was determined by GEOID03.
 BH0691
 BH0691;                    North         East    Units  Estimated Accuracy
 BH0691;SPC MS E     -   165,590.      279,230.      MT  (+/- 180 meters Scaled)
 BH0691
 BH0691                          SUPERSEDED SURVEY CONTROL
 BH0691
 BH0691  NGVD 29 (??/??/??)   36.914  (m)          121.11   (f) ADJUSTED    2 0
 BH0691
 BH0691.Superseded values are not recommended for survey control.
 BH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0691.See file dsdata.txt to determine how the superseded data were derived.
 BH0691
 BH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV041306(NAD 83)
 BH0691_MARKER: DB = BENCH MARK DISK
 BH0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0691_SP_SET: ABUTMENT
 BH0691_STAMPING: J 141 1943
 BH0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0691
 BH0691  HISTORY     - Date     Condition        Report By
 BH0691  HISTORY     - 1943     MONUMENTED       CGS
 BH0691  HISTORY     - 1958     GOOD             CGS
 BH0691  HISTORY     - 1964     GOOD             CGS
 BH0691
 BH0691                          STATION DESCRIPTION
 BH0691
 BH0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BH0691'12.65 MI N FROM WIGGINS.
 BH0691'LOCATED 12.65 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 BH0691'IN WIGGINS.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE
 BH0691'ABUTMENT AT THE SOUTHWEST CORNER OF THE LONG CONCRETE BRIDGE OVER
 BH0691'BLACK CREEK.  IT IS 15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 BH0691'AND ABOUT LEVEL WITH THE ROAD.
 BH0691
 BH0691                          STATION RECOVERY (1964)
 BH0691
 BH0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BH0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0506 ***********************************************************************
 BH0506  DESIGNATION -  J 143
 BH0506  PID         -  BH0506
 BH0506  STATE/COUNTY-  MS/STONE
 BH0506  USGS QUAD   -  RAMSEY SPRINGS (1982)
 BH0506
 BH0506                         *CURRENT SURVEY CONTROL
 BH0506  ___________________________________________________________________
 BH0506* NAD 83(1986)-  30 50 26.     (N)    088 56 00.     (W)     SCALED    
 BH0506* NAVD 88     -        54.91   (+/-2cm)     180.2    (feet)  VERTCON   
 BH0506  ___________________________________________________________________
 BH0506  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0506
 BH0506.The horizontal coordinates were scaled from a topographic map and have
 BH0506.an estimated accuracy of +/- 6 seconds.
 BH0506
 BH0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0506.The vertical order pertains to the NGVD 29 superseded value.
 BH0506
 BH0506.The geoid height was determined by GEOID03.
 BH0506
 BH0506;                    North         East    Units  Estimated Accuracy
 BH0506;SPC MS E     -   148,610.      290,430.      MT  (+/- 180 meters Scaled)
 BH0506
 BH0506                          SUPERSEDED SURVEY CONTROL
 BH0506
 BH0506  NGVD 29 (??/??/??)   54.905  (m)          180.13   (f) ADJUSTED    2 0
 BH0506
 BH0506.Superseded values are not recommended for survey control.
 BH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0506.See file dsdata.txt to determine how the superseded data were derived.
 BH0506
 BH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV151135(NAD 83)
 BH0506_MARKER: DB = BENCH MARK DISK
 BH0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0506_STAMPING: J 143 1943
 BH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0506+STABILITY: SURFACE MOTION
 BH0506
 BH0506  HISTORY     - Date     Condition        Report By
 BH0506  HISTORY     - 1943     MONUMENTED       CGS
 BH0506  HISTORY     - 1971     GOOD             NGS
 BH0506
 BH0506                          STATION DESCRIPTION
 BH0506
 BH0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BH0506'12.2 MI ESE FROM WIGGINS.
 BH0506'THE MARK IS LOCATED 12.2 MILES EAST SOUTHEAST OF WIGGINS IN THE
 BH0506'SOUTHWEST 1/4 OF SECTION 30 T2S, R9W.  IT IS 27 FEET EAST OF THE
 BH0506'CENTER OF A GRAVELED ROAD, 26.5 FEET SOUTH OF A 20 INCH TRIANGULAR
 BH0506'BLAZED PINE, 16 FEET NORTHWEST OF A 13 IN. TRIANGULAR BLAZED PINE, 8
 BH0506'FEET EAST OF THE EDGE OF A 3 FEET BANK, 1 FEET EAST OF A METAL WITNESS
 BH0506'POST SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST ABOUT 2 FEET
 BH0506'ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES.  TO REACH FROM THE
 BH0506'STONE JUNIOR HIGH SCHOOL ABOUT 0.5 MILES EAST OF OLD U.S. HWY. 49 IN
 BH0506'WIGGINS GO EAST ON STATE HWY. 26 FOR 8.3 MILES TO THE INTERSECTION OF
 BH0506'STATE HWY. 15, CONTINUE E ON HWY. 26 FOR 3.3 MILES TO A CROSSROAD.
 BH0506'TURN RIGHT AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.25 MILES TO THE
 BH0506'MARK ON THE LEFT NEAR THE NORTH END OF A CURVE ABOUT 0.2 MILES BEYOND
 BH0506'A POWER LINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1763 ***********************************************************************
 BH1763  DESIGNATION -  J 145 RESET 1968
 BH1763  PID         -  BH1763
 BH1763  STATE/COUNTY-  MS/HARRISON
 BH1763  USGS QUAD   -  BILOXI (1992)
 BH1763
 BH1763                         *CURRENT SURVEY CONTROL
 BH1763  ___________________________________________________________________
 BH1763* NAD 83(1986)-  30 28 19.     (N)    088 59 32.     (W)     SCALED    
 BH1763* NAVD 88     -        15.88   (+/-2cm)      52.1    (feet)  VERTCON   
 BH1763  ___________________________________________________________________
 BH1763  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH1763  VERT ORDER  -  THIRD (See Below)
 BH1763
 BH1763.The horizontal coordinates were scaled from a topographic map and have
 BH1763.an estimated accuracy of +/- 6 seconds.
 BH1763
 BH1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1763.The vertical order pertains to the NGVD 29 superseded value.
 BH1763
 BH1763.The geoid height was determined by GEOID03.
 BH1763
 BH1763;                    North         East    Units  Estimated Accuracy
 BH1763;SPC MS E     -   107,750.      284,740.      MT  (+/- 180 meters Scaled)
 BH1763
 BH1763                          SUPERSEDED SURVEY CONTROL
 BH1763
 BH1763  NGVD 29 (??/??/??)   15.85   (m)           52.0    (f) RESET       3  
 BH1763
 BH1763.Superseded values are not recommended for survey control.
 BH1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1763.See file dsdata.txt to determine how the superseded data were derived.
 BH1763
 BH1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU087727(NAD 83)
 BH1763_MARKER: DB = BENCH MARK DISK
 BH1763_SETTING: 0 = UNSPECIFIED SETTING
 BH1763_STAMPING: J 145 RESET 1968
 BH1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1763
 BH1763  HISTORY     - Date     Condition        Report By
 BH1763  HISTORY     - 1968     MONUMENTED       CGS
 BH1763
 BH1763                          STATION DESCRIPTION
 BH1763
 BH1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1763'6.5 MI N FROM HANDSBORO.
 BH1763'ABOUT 3.9 MILES NORTH ALONG A BLACK TOP ROAD FROM THE ELEMENTARY
 BH1763'SCHOOL AT HANDSBORO, THENCE ABOUT 2.6 MILES NORTHEAST AND NORTH ALONG
 BH1763'A BLACK TOP ROAD, ABOUT 0.7 MILE NORTHEAST OF COALVILLE METHODIST
 BH1763'CHURCH AND CEMETERY, ABOUT 0.25 MILE EAST FROM THE WOOLMARKET
 BH1763'VOCATIONAL SCHOOL, IN THE NORTHEAST QUADRANT OF A CROSSROAD, ON
 BH1763'PROPERTY OWNED BY MR. L. FRITZ, 59 FEET NORTH OF THE CENTER OF THE
 BH1763'EAST-WEST ROAD, 30 FEET EAST-SOUTHEAST OF THE CENTER OF THE WOOL-
 BH1763'MARKET ROAD, 91 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 BH1763'THE ROADS AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. IT IS ABOUT
 BH1763'LEVEL WITH THE ROADS AND PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0842 ***********************************************************************
 BH0842  DESIGNATION -  J 146
 BH0842  PID         -  BH0842
 BH0842  STATE/COUNTY-  MS/STONE
 BH0842  USGS QUAD   -  AIREY (1982)
 BH0842
 BH0842                         *CURRENT SURVEY CONTROL
 BH0842  ___________________________________________________________________
 BH0842* NAD 83(1986)-  30 44 39.     (N)    089 03 15.     (W)     SCALED    
 BH0842* NAVD 88     -        73.95   (+/-2cm)     242.6    (feet)  VERTCON   
 BH0842  ___________________________________________________________________
 BH0842  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 BH0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0842
 BH0842.The horizontal coordinates were scaled from a topographic map and have
 BH0842.an estimated accuracy of +/- 6 seconds.
 BH0842
 BH0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0842.The vertical order pertains to the NGVD 29 superseded value.
 BH0842
 BH0842.The geoid height was determined by GEOID03.
 BH0842
 BH0842;                    North         East    Units  Estimated Accuracy
 BH0842;SPC MS E     -   137,940.      278,850.      MT  (+/- 180 meters Scaled)
 BH0842
 BH0842                          SUPERSEDED SURVEY CONTROL
 BH0842
 BH0842  NGVD 29 (??/??/??)   73.948  (m)          242.61   (f) ADJUSTED    2 0
 BH0842
 BH0842.Superseded values are not recommended for survey control.
 BH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0842.See file dsdata.txt to determine how the superseded data were derived.
 BH0842
 BH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV033030(NAD 83)
 BH0842_MARKER: DB = BENCH MARK DISK
 BH0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0842_STAMPING: J 146 1943
 BH0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0842+STABILITY: SURFACE MOTION
 BH0842
 BH0842  HISTORY     - Date     Condition        Report By
 BH0842  HISTORY     - 1943     MONUMENTED       CGS
 BH0842  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0842
 BH0842                          STATION DESCRIPTION
 BH0842
 BH0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0842'15.4 MI SE FROM WIGGINS.
 BH0842'6.7 MILES EAST OF THE COURTHOUSE AT WIGGINS ALONG STATE ROAD NO. 26,
 BH0842'THENCE 7.5 MILES SOUTH ALONG GRADED COUNTY ROAD, THENCE 1.2 MILES EAST
 BH0842'ALONG GRADED ROAD.  33.1 FEET NORTH OF THE CENTERLINE OF THE GRADED
 BH0842'ROAD.  30.9 FEET NORTH OF ROAD LEADING NORTHEAST.  74.4 FEET NORTHEAST
 BH0842'OF CENTER OF T FORMED BY THE TWO ROADS.  1 FOOT SOUTH OF WHITE POST
 BH0842'SET.  BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 BH0842
 BH0842                          STATION RECOVERY (1955)
 BH0842
 BH0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0704 ***********************************************************************
 BV0704  DESIGNATION -  J 147
 BV0704  PID         -  BV0704
 BV0704  STATE/COUNTY-  MS/FORREST
 BV0704  USGS QUAD   -  ROCK HILL (1963)
 BV0704
 BV0704                         *CURRENT SURVEY CONTROL
 BV0704  ___________________________________________________________________
 BV0704* NAD 83(1986)-  31 06 46.     (N)    089 16 53.     (W)     SCALED    
 BV0704* NAVD 88     -        55.77   (+/-2cm)     183.0    (feet)  VERTCON   
 BV0704  ___________________________________________________________________
 BV0704  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BV0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0704
 BV0704.The horizontal coordinates were scaled from a topographic map and have
 BV0704.an estimated accuracy of +/- 6 seconds.
 BV0704
 BV0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0704.The vertical order pertains to the NGVD 29 superseded value.
 BV0704
 BV0704.The geoid height was determined by GEOID03.
 BV0704
 BV0704;                    North         East    Units  Estimated Accuracy
 BV0704;SPC MS E     -   178,870.      257,260.      MT  (+/- 180 meters Scaled)
 BV0704
 BV0704                          SUPERSEDED SURVEY CONTROL
 BV0704
 BV0704  NGVD 29 (??/??/92)   55.786  (m)          183.02   (f) ADJ UNCH    2 0
 BV0704
 BV0704.Superseded values are not recommended for survey control.
 BV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0704.See file dsdata.txt to determine how the superseded data were derived.
 BV0704
 BV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV824443(NAD 83)
 BV0704_MARKER: DB = BENCH MARK DISK
 BV0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0704_STAMPING: J 147 1943 (183.025)
 BV0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0704+STABILITY: SURFACE MOTION
 BV0704
 BV0704  HISTORY     - Date     Condition        Report By
 BV0704  HISTORY     - 1943     MONUMENTED       CGS
 BV0704  HISTORY     - 1956     GOOD             NGS
 BV0704  HISTORY     - 1964     MARK NOT FOUND   NGS
 BV0704
 BV0704                          STATION DESCRIPTION
 BV0704
 BV0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BV0704'7.7 MI NW FROM BROOKLYN.
 BV0704'LOCATED 7.7 MILES NORTHWEST ALONG THE BROOKLYN-PURVIS ROAD FROM THE
 BV0704'POST OFFICE IN BROOKLYN, ON THE PROPERTY OF MISS ANA HAGAN, 39.7 FEET
 BV0704'EAST OF THE EAST CORNER OF THE HAGAN HOUSE, 40 FEET NORTH OF THE
 BV0704'CENTER OF THE ROAD, 19 FEET NORTH OF THE FENCE LINE, 7 FEET SOUTH OF
 BV0704'THE PROJECTED PLANE OF THE SOUTH SIDE OF THE PORCH OF THE HOUSE, AND
 BV0704'15 FEET SOUTHEAST OF A CEDAR TREE.  IT IS A STANDARD DISK SET IN THE
 BV0704'TOP OF A CONCRETE PRECAST POST PROJECTING 3 INCHES AND LEVEL WITH THE
 BV0704'ROAD.  TO REACH THE MARK FROM THE POST OFFICE IN BROOKLYN GO WEST FOR
 BV0704'1.0 MILE TO U.S. HIGHWAY 49, TURN RIGHT, NORTH, AND GO 1.0 MILE TO A
 BV0704'CROSSROAD, TURN LEFT AND GO WEST FOR 2.9 MILES TO A FORK, TAKE LEFT
 BV0704'FORK AND GO 2.6 MILES TO THE MARK ON THE RIGHT, 100 YARDS BEFORE
 BV0704'REACHING A BRIDGE.  NOTE-- THIS MARK WAS REPORTED DUG UP IN 1944. MISS
 BV0704'HAGAN WHO HAS LIVED IN THE HOUSE NEAR WHICH THE MARK IS SET CLAIMS THE
 BV0704'MARK HAS NEVER BEEN DISTURBED OR DUG UP SINCE THE MARK WAS SET.
 BV0704
 BV0704                          STATION RECOVERY (1964)
 BV0704
 BV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0680 ***********************************************************************
 BV0680  DESIGNATION -  J 148
 BV0680  PID         -  BV0680
 BV0680  STATE/COUNTY-  MS/LAMAR
 BV0680  USGS QUAD   -  LUMBERTON (1982)
 BV0680
 BV0680                         *CURRENT SURVEY CONTROL
 BV0680  ___________________________________________________________________
 BV0680* NAD 83(1986)-  31 05 36.     (N)    089 24 53.     (W)     SCALED    
 BV0680* NAVD 88     -        87.97   (+/-2cm)     288.6    (feet)  VERTCON   
 BV0680  ___________________________________________________________________
 BV0680  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV0680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0680
 BV0680.The horizontal coordinates were scaled from a topographic map and have
 BV0680.an estimated accuracy of +/- 6 seconds.
 BV0680
 BV0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0680.The vertical order pertains to the NGVD 29 superseded value.
 BV0680
 BV0680.The geoid height was determined by GEOID03.
 BV0680
 BV0680;                    North         East    Units  Estimated Accuracy
 BV0680;SPC MS E     -   176,770.      244,530.      MT  (+/- 180 meters Scaled)
 BV0680
 BV0680                          SUPERSEDED SURVEY CONTROL
 BV0680
 BV0680  NGVD 29 (??/??/92)   87.988  (m)          288.67   (f) ADJ UNCH    2 0
 BV0680
 BV0680.Superseded values are not recommended for survey control.
 BV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0680.See file dsdata.txt to determine how the superseded data were derived.
 BV0680
 BV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV696424(NAD 83)
 BV0680_MARKER: DB = BENCH MARK DISK
 BV0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0680_STAMPING: J 148 1943 288.674
 BV0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0680+STABILITY: SURFACE MOTION
 BV0680
 BV0680  HISTORY     - Date     Condition        Report By
 BV0680  HISTORY     - 1943     MONUMENTED       CGS
 BV0680  HISTORY     - 1964     GOOD             MSHD
 BV0680
 BV0680                          STATION DESCRIPTION
 BV0680
 BV0680'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0680'3.5 MI SW FROM PURVIS.
 BV0680'TO REACH THE MARK FROM THE POST OFFICE IN PURVIS, GO SOUTH ON
 BV0680'BLACKTOPPED ROAD FOR 1.2 MILES TO THE INTERSECTION WITH U.S. HIGHWAY
 BV0680'11, TURN RIGHT, SOUTH AND GO 2.3 MILES TO THE MARK ON THE RIGHT.  THE
 BV0680'MARK IS A DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST.  IT IS
 BV0680'72 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET NORTH OF A
 BV0680'SMALL PINE TREE, 14 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 94 FEET
 BV0680'NORTH OF A JOB IN THE FENCE LINE AND A RIGHT-OF-WAY MARKER, 132 FEET
 BV0680'NORTH OF A POWERLINE POLE, 34 FEET EAST OF THE POWERLINE, ABOUT LEVEL
 BV0680'WITH THE HIGHWAY AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET
 BV0680'1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0689 ***********************************************************************
 BV0689  DESIGNATION -  J 149
 BV0689  PID         -  BV0689
 BV0689  STATE/COUNTY-  MS/FORREST
 BV0689  USGS QUAD   -  DIXIE (1982)
 BV0689
 BV0689                         *CURRENT SURVEY CONTROL
 BV0689  ___________________________________________________________________
 BV0689* NAD 83(1986)-  31 12 50.     (N)    089 18 55.     (W)     SCALED    
 BV0689* NAVD 88     -       116.36   (+/-2cm)     381.8    (feet)  VERTCON   
 BV0689  ___________________________________________________________________
 BV0689  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BV0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0689
 BV0689.The horizontal coordinates were scaled from a topographic map and have
 BV0689.an estimated accuracy of +/- 6 seconds.
 BV0689
 BV0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0689.The vertical order pertains to the NGVD 29 superseded value.
 BV0689
 BV0689.The geoid height was determined by GEOID03.
 BV0689
 BV0689;                    North         East    Units  Estimated Accuracy
 BV0689;SPC MS E     -   190,090.      254,080.      MT  (+/- 180 meters Scaled)
 BV0689
 BV0689                          SUPERSEDED SURVEY CONTROL
 BV0689
 BV0689  NGVD 29 (??/??/92)  116.376  (m)          381.81   (f) ADJ UNCH    2 0
 BV0689
 BV0689.Superseded values are not recommended for survey control.
 BV0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0689.See file dsdata.txt to determine how the superseded data were derived.
 BV0689
 BV0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV794556(NAD 83)
 BV0689_MARKER: DB = BENCH MARK DISK
 BV0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0689_STAMPING: J 149 1943 (381.810)
 BV0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0689+STABILITY: SURFACE MOTION
 BV0689
 BV0689  HISTORY     - Date     Condition        Report By
 BV0689  HISTORY     - 1943     MONUMENTED       CGS
 BV0689  HISTORY     - 1964     GOOD             MSHD
 BV0689
 BV0689                          STATION DESCRIPTION
 BV0689
 BV0689'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0689'5.3 MI NW FROM CAMP SHELBY.
 BV0689'TO REACH THE MARK FROM THE WEST ENTRANCE TO CAMP SHELBY GO NORTH ON
 BV0689'U.S. HIGHWAY 49 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT, WEST AND GO
 BV0689'WEST FOR 1.9 MILES TO A T INTERSECTION, TURN RIGHT, NORTH AND GO 0.7
 BV0689'MILE TO A T INTERSECTION, TURN LEFT, SOUTH AND GO ABOUT 100 YARDS TO
 BV0689'MR. BROWNS HOUSE AND THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN
 BV0689'THE TOP OF A 6 INCH SQUARE, CONCRETE POST.  IT IS LOCATED 5.3 MILES
 BV0689'NORTHWEST OF CAMP SHELBY, 0.7 MILE WEST OF DIXIE SCHOOL ON THE
 BV0689'PROPERTY OWNED BY MR. C. W. BROWN, ABOUT 50 YARDS NORTHWEST OF MR.
 BV0689'BROWNS HOUSE, 36 FEET SOUTH OF A FENCE CORNER, 44 FEET WEST OF THE
 BV0689'CENTER OF THE ROAD, 61 FEET NORTH OF A POWER POLE NO. 1, 6 FEET
 BV0689'SOUTHEAST OF A FENCE LINE, 6 FEET EAST OF A METAL WITNESS POST ABOUT
 BV0689'THE LEVEL OFTHE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0462 ***********************************************************************
 BH0462  DESIGNATION -  J 15
 BH0462  PID         -  BH0462
 BH0462  STATE/COUNTY-  MS/GEORGE
 BH0462  USGS QUAD   -  MERRILL (1982)
 BH0462
 BH0462                         *CURRENT SURVEY CONTROL
 BH0462  ___________________________________________________________________
 BH0462* NAD 83(1986)-  30 58 59.     (N)    088 44 17.     (W)     SCALED    
 BH0462* NAVD 88     -        17.57   (+/-2cm)      57.6    (feet)  VERTCON   
 BH0462  ___________________________________________________________________
 BH0462  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0462
 BH0462.The horizontal coordinates were scaled from a topographic map and have
 BH0462.an estimated accuracy of +/- 6 seconds.
 BH0462
 BH0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0462.The vertical order pertains to the NGVD 29 superseded value.
 BH0462
 BH0462.The geoid height was determined by GEOID03.
 BH0462
 BH0462;                    North         East    Units  Estimated Accuracy
 BH0462;SPC MS E     -   164,400.      309,100.      MT  (+/- 180 meters Scaled)
 BH0462
 BH0462                          SUPERSEDED SURVEY CONTROL
 BH0462
 BH0462  NGVD 29 (??/??/??)   17.575  (m)           57.66   (f) ADJUSTED    2 0
 BH0462
 BH0462.Superseded values are not recommended for survey control.
 BH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0462.See file dsdata.txt to determine how the superseded data were derived.
 BH0462
 BH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV340290(NAD 83)
 BH0462_MARKER: DB = BENCH MARK DISK
 BH0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0462_STAMPING: J 15 1934
 BH0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0462+STABILITY: SURFACE MOTION
 BH0462
 BH0462  HISTORY     - Date     Condition        Report By
 BH0462  HISTORY     - 1934     MONUMENTED       CGS
 BH0462  HISTORY     - 1971     GOOD             MSHD
 BH0462
 BH0462                          STATION DESCRIPTION
 BH0462
 BH0462'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0462'9.7 MI NW FROM LUCEDALE.
 BH0462'THE MARK IS LOCATED 9.7 MILES NORTHWEST OF LUCEDALE IN THE NORTHWEST
 BH0462'ANGLE OF A ROAD CROSSING THE GM AND O RAILROAD TRACK, 1.1 MILES
 BH0462'NORTHWEST OF THE COMMUNITY OF MERRILL.  IT IS 51 FEET WEST OF THE
 BH0462'CENTER OF THE CROSSING, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20
 BH0462'FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 33.5 FEET NORTHWEST OF
 BH0462'A RAILROAD STOP SIGN, 1 FOOT SOUTHEAST OF POLE NO. 1250, 1 FOOT
 BH0462'NORTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A 10-INCH
 BH0462'SQUARE CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND
 BH0462'PROJECTS 6 INCHES.  TO REACH THE MARK FROM THE U.S. POST OFFICE IN
 BH0462'MCLAIN GO SOUTHEAST ON U.S. HIGHWAY 98 FOR 0.7 MILE TO THE JUNCTION OF
 BH0462'STATE HIGHWAY 57.  TURN RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY 57
 BH0462'FOR 9 MILES TO THE CROSSROAD AT AVENT.  TURN LEFT AND CONTINUE EAST ON
 BH0462'A GRAVEL ROAD FOR 2.8 MILES TO THE CROSSING OF THE GM AND O RAILROAD
 BH0462'TRACK AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0947 ***********************************************************************
 BV0947  DESIGNATION -  J 150
 BV0947  PID         -  BV0947
 BV0947  STATE/COUNTY-  MS/MARION
 BV0947  USGS QUAD   -  BAXTERVILLE SW (1982)
 BV0947
 BV0947                         *CURRENT SURVEY CONTROL
 BV0947  ___________________________________________________________________
 BV0947* NAD 83(1986)-  31 03 36.     (N)    089 40 30.     (W)     SCALED    
 BV0947* NAVD 88     -        57.30   (+/-2cm)     188.0    (feet)  VERTCON   
 BV0947  ___________________________________________________________________
 BV0947  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0947
 BV0947.The horizontal coordinates were scaled from a topographic map and have
 BV0947.an estimated accuracy of +/- 6 seconds.
 BV0947
 BV0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0947.The vertical order pertains to the NGVD 29 superseded value.
 BV0947
 BV0947.The geoid height was determined by GEOID03.
 BV0947
 BV0947;                    North         East    Units  Estimated Accuracy
 BV0947;SPC MS W     -   173,120.      762,830.      MT  (+/- 180 meters Scaled)
 BV0947
 BV0947                          SUPERSEDED SURVEY CONTROL
 BV0947
 BV0947  NGVD 29 (??/??/92)   57.345  (m)          188.14   (f) ADJ UNCH    2 0
 BV0947
 BV0947.Superseded values are not recommended for survey control.
 BV0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0947.See file dsdata.txt to determine how the superseded data were derived.
 BV0947
 BV0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV447393(NAD 83)
 BV0947_MARKER: DB = BENCH MARK DISK
 BV0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0947_STAMPING: J 150 1943 188.166
 BV0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0947+STABILITY: SURFACE MOTION
 BV0947
 BV0947  HISTORY     - Date     Condition        Report By
 BV0947  HISTORY     - 1943     MONUMENTED       CGS
 BV0947  HISTORY     - 1969     GOOD             MSHD
 BV0947
 BV0947                          STATION DESCRIPTION
 BV0947
 BV0947'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BV0947'16.1 MI SE FROM COLUMBIA.
 BV0947'THE MARK IS LOCATED 16.1 MILES SE OF COLUMBIA ON THE SOUTH SIDE OF A
 BV0947'COUNTY ROAD NEAR THE CENTER AND JUST NORTH OF A FENCE AROUND A BRICK
 BV0947'SIDING HOUSE, 5.1 MILES SW OF THE VILLAGE OF BAXTERVILLE, 1.2 MILES W
 BV0947'OF THE MARION-LAMAR COUNTY LINE IN THE SE 1/4 OF SECTION 11, T 1N, R
 BV0947'17W.  IT IS 91 FEET N OF THE NE CORNER OF THE PORCH OF A BRICK SIDING
 BV0947'HOUSE, 20 FEET S OF THE CENTER OF A GRAVELED ROAD, 29 FEET W OF THE
 BV0947'CENTER OF A DRIVEWAY, 18.5 FEET ENE OF A POWER LINE POLE WITH GUY
 BV0947'WIRE, 6.5 FEET SW OF THE POST FOR A MAILBOX, 35 FEET W OF A 24 INCH
 BV0947'OAK, 22 FEET WNW OF A 14 IN. OAK, 4 FEET N OF A FENCE, 1.5 FEET N OF A
 BV0947'METAL WITNESS POST, SET IN THE TOP OF A 6 IN. SQUARE CONCRETE POST
 BV0947'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 12 INCHES.  TO
 BV0947'REACH FROM THE MARION COUNTY COURTHOUSE IN COLUMBIA GO E ON BROAD ST.
 BV0947'FOR 0.15 MILE TO THE INTERSECTION OF H. SCHOOL AVENUE (MISS. HWY. 35
 BV0947'AND 13).  TURN RIGHT (S) AND CONTINUE ON H. SCHOOL AVENUE FOR 0.55
 BV0947'MILE TO THE JUNCTION OF MISS. HWY 13.  TURN LEFT (SE) AND CONTINUE ON
 BV0947'MISS. HWY. 13 FOR 0.65 MILE TO THE INTERSECTION OF U.S. HWY. 98.
 BV0947'CONTINUE SE ON MISS. HWY. 13 FOR 4.3 MILES TO A CROSSROADS JUST PAST A
 BV0947'SIDE ROAD LEFT.  TURN RIGHT (S) AND CONTINUE ON A BLACKTOP ROAD FOR
 BV0947'6.8 MI. TO A SIDE ROAD AND THE SPRINGS COTTAGE BAPTIST CHURCH ON THE
 BV0947'LEFT.  TURN LEFT (E) AND CONTINUE ON GRAVELED ROAD FOR 0.4 MILE TO THE
 BV0947'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0308 ***********************************************************************
 BV0308  DESIGNATION -  J 151
 BV0308  PID         -  BV0308
 BV0308  STATE/COUNTY-  MS/GREENE
 BV0308  USGS QUAD   -  AVERA (1982)
 BV0308
 BV0308                         *CURRENT SURVEY CONTROL
 BV0308  ___________________________________________________________________
 BV0308* NAD 83(1986)-  31 17 33.     (N)    088 44 29.     (W)     SCALED    
 BV0308* NAVD 88     -        90.40   (+/-2cm)     296.6    (feet)  VERTCON   
 BV0308  ___________________________________________________________________
 BV0308  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BV0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0308
 BV0308.The horizontal coordinates were scaled from a topographic map and have
 BV0308.an estimated accuracy of +/- 6 seconds.
 BV0308
 BV0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0308.The vertical order pertains to the NGVD 29 superseded value.
 BV0308
 BV0308.The geoid height was determined by GEOID03.
 BV0308
 BV0308;                    North         East    Units  Estimated Accuracy
 BV0308;SPC MS E     -   198,710.      308,750.      MT  (+/- 180 meters Scaled)
 BV0308
 BV0308                          SUPERSEDED SURVEY CONTROL
 BV0308
 BV0308  NGVD 29 (??/??/92)   90.391  (m)          296.56   (f) ADJ UNCH    2 0
 BV0308
 BV0308.Superseded values are not recommended for survey control.
 BV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0308.See file dsdata.txt to determine how the superseded data were derived.
 BV0308
 BV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV342633(NAD 83)
 BV0308_MARKER: DB = BENCH MARK DISK
 BV0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0308_STAMPING: J 151 1943
 BV0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0308+STABILITY: SURFACE MOTION
 BV0308
 BV0308  HISTORY     - Date     Condition        Report By
 BV0308  HISTORY     - 1943     MONUMENTED       CGS
 BV0308  HISTORY     - 1957     GOOD             NGS
 BV0308
 BV0308                          STATION DESCRIPTION
 BV0308
 BV0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0308'4.6 MI SE FROM SANDHILL.
 BV0308'LOCATED 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE HIGH
 BV0308'SCHOOL AT SANDHILL, 0.6 MILE NORTH OF THE OLD POST OFFICE IN AVERA, AT
 BV0308'THE OUTSIDE OF A CURVE, AT THE EAST EDGE OF A VACANT LOT BETWEEN TWO
 BV0308'WHITE HOUSES AND ACROSS THE ROAD FROM A POWER POLE WITH A TRANSFORMER,
 BV0308'39 PACES SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 BV0308'STORE ON THE EAST SIDE OF THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE
 BV0308'OF THE HIGHWAY, 2 FEET EAST OF A POWER POLE WHICH SUPPORTS THE WIRES
 BV0308'FOR THE TWO WHITE HOUSES, 68 FEET WEST OF THE POWER POLE WITH THE
 BV0308'TRANSFORMER, 64 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF
 BV0308'THE HOUSE TO THE SOUTH WHICH IS OWNED BY S. Z. ROBERTS, 67 FEET SOUTH
 BV0308'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE TO THE NORTH
 BV0308'WHICH IS OWNED BY MELVIN WEST, AND 26 FEET SOUTH OF A FENCE CORNER. IT
 BV0308'IS A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 BV0308'PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0321 ***********************************************************************
 BV0321  DESIGNATION -  J 152
 BV0321  PID         -  BV0321
 BV0321  STATE/COUNTY-  MS/PERRY
 BV0321  USGS QUAD   -  RHODES (1964)
 BV0321
 BV0321                         *CURRENT SURVEY CONTROL
 BV0321  ___________________________________________________________________
 BV0321* NAD 83(1986)-  31 25 58.     (N)    088 52 46.     (W)     SCALED    
 BV0321* NAVD 88     -        70.80   (+/-2cm)     232.3    (feet)  VERTCON   
 BV0321  ___________________________________________________________________
 BV0321  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BV0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0321
 BV0321.The horizontal coordinates were scaled from a topographic map and have
 BV0321.an estimated accuracy of +/- 6 seconds.
 BV0321
 BV0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0321.The vertical order pertains to the NGVD 29 superseded value.
 BV0321
 BV0321.The geoid height was determined by GEOID03.
 BV0321
 BV0321;                    North         East    Units  Estimated Accuracy
 BV0321;SPC MS E     -   214,260.      295,620.      MT  (+/- 180 meters Scaled)
 BV0321
 BV0321                          SUPERSEDED SURVEY CONTROL
 BV0321
 BV0321  NGVD 29 (??/??/92)   70.79   (m)          232.3    (f) COMPUTED    2 0
 BV0321
 BV0321.Superseded values are not recommended for survey control.
 BV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0321.See file dsdata.txt to determine how the superseded data were derived.
 BV0321
 BV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV213790(NAD 83)
 BV0321_MARKER: DB = BENCH MARK DISK
 BV0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0321_STAMPING: J 152 1943
 BV0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0321+STABILITY: SURFACE MOTION
 BV0321
 BV0321  HISTORY     - Date     Condition        Report By
 BV0321  HISTORY     - 1943     MONUMENTED       CGS
 BV0321  HISTORY     - 1957     GOOD             NGS
 BV0321
 BV0321                          STATION DESCRIPTION
 BV0321
 BV0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0321'7.7 MI NE FROM RICHTON.
 BV0321'LOCATED 2.2 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE RAILROAD
 BV0321'STATION AT RICHTON, THENCE 1.85 MILE NORTHEAST ALONG A BLACK TOP ROAD,
 BV0321'THENCE EAST ALONG A DIRT ROAD FOR 3.0 MILES, THENCE NORTHEAST ALONG
 BV0321'DESOTA NATIONAL FOREST ROAD NO. 204 FOR 0.7 MILE TO THE MARK ON THE
 BV0321'RIGHT, ABOUT 300 FEET SOUTH OF THE WAYNE-PERRY COUNTY LINE.  IT IS 31
 BV0321'FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 4.5 FEET NORTH OF A
 BV0321'POWER POLE, 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE WITH
 BV0321'BROWN IMITATION BRICK SIDING, 1 FOOT WEST OF A FENCE LINE, 32 FEET
 BV0321'NORTH OF THE NORTH ONE OF TWO CEDAR TREES IN FRONT OF THE HOUSE AND ON
 BV0321'THE NORTH SLOPE OF A SMALL KNOLL.  IT IS A STANDARD DISK SET IN THE
 BV0321'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT THE LEVEL OF THE
 BV0321'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1393 ***********************************************************************
 BH1393  DESIGNATION -  J 153
 BH1393  PID         -  BH1393
 BH1393  STATE/COUNTY-  MS/PEARL RIVER
 BH1393  USGS QUAD   -  MILLARD (1986)
 BH1393
 BH1393                         *CURRENT SURVEY CONTROL
 BH1393  ___________________________________________________________________
 BH1393* NAD 83(1986)-  30 39 37.     (N)    089 33 00.     (W)     SCALED    
 BH1393* NAVD 88     -        37.02   (+/-2cm)     121.5    (feet)  VERTCON   
 BH1393  ___________________________________________________________________
 BH1393  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BH1393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH1393
 BH1393.The horizontal coordinates were scaled from a topographic map and have
 BH1393.an estimated accuracy of +/- 6 seconds.
 BH1393
 BH1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1393.The vertical order pertains to the NGVD 29 superseded value.
 BH1393
 BH1393.The geoid height was determined by GEOID03.
 BH1393
 BH1393;                    North         East    Units  Estimated Accuracy
 BH1393;SPC MS E     -   128,830.      231,320.      MT  (+/- 180 meters Scaled)
 BH1393
 BH1393                          SUPERSEDED SURVEY CONTROL
 BH1393
 BH1393  NGVD 29 (??/??/??)   37.084  (m)          121.67   (f) ADJUSTED    2 0
 BH1393
 BH1393.Superseded values are not recommended for survey control.
 BH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1393.See file dsdata.txt to determine how the superseded data were derived.
 BH1393
 BH1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU556947(NAD 83)
 BH1393_MARKER: DB = BENCH MARK DISK
 BH1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1393_STAMPING: J 153 1943
 BH1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1393+STABILITY: SURFACE MOTION
 BH1393
 BH1393  HISTORY     - Date     Condition        Report By
 BH1393  HISTORY     - 1943     MONUMENTED       CGS
 BH1393  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH1393  HISTORY     - 19831223 MARK NOT FOUND   USPSQD
 BH1393
 BH1393                          STATION DESCRIPTION
 BH1393
 BH1393'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH1393'5.3 MI E FROM MCNEILL.
 BH1393'THE MARK IS LOCATED ABOUT 5.3 MILES EAST ALONG A GRADED ROAD FROM THE
 BH1393'SOUTHERN RAILWAY STATION AT MCNEILL, NEAR THE CENTER OF A SMALL
 BH1393'TRIANGLE FORMED BY THE INTERSECTION OF THE ROAD WITH A NORTH-SOUTH T
 BH1393'ROAD (LINE FOLLOWS ROADS WEST AND NORTH), 25 FEET WEST OF THE CENTER
 BH1393'LINE OF THE NORTH-SOUTH ROAD, 13 FEET SOUTH OF THE EXTENDED CENTER
 BH1393'LINE OF THE ROAD WEST, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 BH1393'ROAD ALONG THE SOUTHWEST SIDE OF THE TRIANGLE, 27 FEET SOUTHEAST OF
 BH1393'THE CENTER LINE OF THE ROAD ALONG THE NORTHWEST SIDE OF THE TRIANGLE,
 BH1393'ABOUT LEVEL WITH ROADS AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 BH1393'INCHES.  NOTE-- THERE IS A PILE OF OLD CONCRETE IN THE AREA, AND THE
 BH1393'MARK COULD BE UNDER IT.
 BH1393
 BH1393                          STATION RECOVERY (1983)
 BH1393
 BH1393'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLK)
 BH1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0772 ***********************************************************************
 BH0772  DESIGNATION -  J 154
 BH0772  PID         -  BH0772
 BH0772  STATE/COUNTY-  MS/PEARL RIVER
 BH0772  USGS QUAD   -  BIG SWAMP (1983)
 BH0772
 BH0772                         *CURRENT SURVEY CONTROL
 BH0772  ___________________________________________________________________
 BH0772* NAD 83(1993)-  30 45 21.45523(N)    089 29 36.93788(W)     ADJUSTED  
 BH0772* NAVD 88     -        93.58   (+/-2cm)     307.0    (feet)  VERTCON   
 BH0772  ___________________________________________________________________
 BH0772  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BH0772  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BH0772  HORZ ORDER  -  THIRD
 BH0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0772
 BH0772.The horizontal coordinates were established by classical geodetic methods
 BH0772.and adjusted by the National Geodetic Survey in May 1994.
 BH0772
 BH0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0772.The vertical order pertains to the NGVD 29 superseded value.
 BH0772
 BH0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0772
 BH0772.The geoid height was determined by GEOID03.
 BH0772
 BH0772;                    North         East     Units Scale Factor Converg.
 BH0772;SPC MS E     -   139,408.259   236,784.782   MT  0.99999928   -0 20 15.6
 BH0772;SPC MS E     -   457,375.26    776,851.41   sFT  0.99999928   -0 20 15.6
 BH0772;UTM  16      - 3,405,213.906   261,306.136   MT  1.00030288   -1 16 32.8
 BH0772
 BH0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0772!SPC MS E     -   0.99998973  x   0.99999928  =   0.99998901
 BH0772!UTM  16      -   0.99998973  x   1.00030288  =   1.00029260
 BH0772
 BH0772                          SUPERSEDED SURVEY CONTROL
 BH0772
 BH0772  NAD 83(1986)-  30 45 21.46623(N)    089 29 36.92970(W) AD(       ) 3
 BH0772  NAD 27      -  30 45 20.78659(N)    089 29 36.70521(W) AD(       ) 3
 BH0772  NGVD 29 (??/??/??)   93.625  (m)          307.17   (f) ADJUSTED    2 0
 BH0772
 BH0772.Superseded values are not recommended for survey control.
 BH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0772.See file dsdata.txt to determine how the superseded data were derived.
 BH0772
 BH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV6130605214(NAD 83)
 BH0772_MARKER: DB = BENCH MARK DISK
 BH0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0772_STAMPING: J 154 1943
 BH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0772+STABILITY: SURFACE MOTION
 BH0772
 BH0772  HISTORY     - Date     Condition        Report By
 BH0772  HISTORY     - 1943     MONUMENTED       NGS
 BH0772  HISTORY     - 1971     POOR             MSHD
 BH0772
 BH0772                          STATION DESCRIPTION
 BH0772
 BH0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BH0772'POPLARVILLE, 6.7 MI SE. ALONG STATE HWY. 53 FROM POST OFFICE, AT
 BH0772'T - RD.  32 FT NE. OF CENTERLINE OF HWY., 17.4 FT NW. OF CENTER OF
 BH0772'SIDE RD. LEADING NE. INTO ORCHARD.  3.7 FT SW. OF FENCE.  IN CONCRETE
 BH0772'POST, STANDARD USC AND GS DISK STAMPED---J 154 1943---.
 BH0772
 BH0772                          STATION RECOVERY (1971)
 BH0772
 BH0772'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0772'6.1 MI SE FROM POPLARVILLE.
 BH0772'THE MARK IS LOCATED 6.1 MILES SOUTHEAST OF POPLARVILLE ON THE
 BH0772'NORTHEAST R.O.W. OF STATE HIGHWAY 53, 1.15 MILES NORTH OF THE
 BH0772'COMMUNITY OF SAVANNAH NEAR THE CENTER OF THE WEST SIDE OF SECTION 27,
 BH0772'T3S, R15W.  IT IS 29 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 53,
 BH0772'17 FEET NORTHWEST OF THE CENTER OF A ROAD LEADING INTO A FIELD, 4 FEET
 BH0772'SOUTHWEST OF A FENCE CORNER, 169 FEET EAST AND ACROSS THE ROAD FROM A
 BH0772'POWER POLE, 180 FEET NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE,
 BH0772'9 FEET NORTH OF THE NORTHWEST END OF A CONCRETE PIPE UNDER THE FIELD
 BH0772'ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP
 BH0772'OF A 6-INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BH0772'HIGHWAY AND PROJECTS 10 INCHES.  NOTE-- SOME OF THE DIRT HAS BEEN
 BH0772'REMOVED FROM THE SIDE OF THE MARK AND IT IS SLIGHTLY LOOSE IN THE
 BH0772'HOLE, BUT IT APPEARED TO BE IN ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0719 ***********************************************************************
 BH0719  DESIGNATION -  J 155
 BH0719  PID         -  BH0719
 BH0719  STATE/COUNTY-  MS/PEARL RIVER
 BH0719  USGS QUAD   -  BIG SWAMP (1983)
 BH0719
 BH0719                         *CURRENT SURVEY CONTROL
 BH0719  ___________________________________________________________________
 BH0719* NAD 83(1986)-  30 48 48.     (N)    089 27 16.     (W)     SCALED    
 BH0719* NAVD 88     -        72.41   (+/-2cm)     237.6    (feet)  VERTCON   
 BH0719  ___________________________________________________________________
 BH0719  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BH0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0719
 BH0719.The horizontal coordinates were scaled from a topographic map and have
 BH0719.an estimated accuracy of +/- 6 seconds.
 BH0719
 BH0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0719.The vertical order pertains to the NGVD 29 superseded value.
 BH0719
 BH0719.The geoid height was determined by GEOID03.
 BH0719
 BH0719;                    North         East    Units  Estimated Accuracy
 BH0719;SPC MS E     -   145,750.      240,570.      MT  (+/- 180 meters Scaled)
 BH0719
 BH0719                          SUPERSEDED SURVEY CONTROL
 BH0719
 BH0719  NGVD 29 (??/??/??)   72.450  (m)          237.70   (f) ADJUSTED    2 0
 BH0719
 BH0719.Superseded values are not recommended for survey control.
 BH0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0719.See file dsdata.txt to determine how the superseded data were derived.
 BH0719
 BH0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV651114(NAD 83)
 BH0719_MARKER: DB = BENCH MARK DISK
 BH0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0719_STAMPING: J-155 1943
 BH0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0719+STABILITY: SURFACE MOTION
 BH0719
 BH0719  HISTORY     - Date     Condition        Report By
 BH0719  HISTORY     - 1943     MONUMENTED       CGS
 BH0719  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH0719
 BH0719                          STATION DESCRIPTION
 BH0719
 BH0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0719'6.0 MI SE FROM POPLARVILLE.
 BH0719'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 26 FROM THE POST OFFICE AT
 BH0719'POPLARVILLE, SET AT THE SUMMIT OF A HILL, 34 FEET NORTH OF THE
 BH0719'CENTER-LINE OF THE HIGHWAY, 28.6 FEET SOUTHWEST OF AN 18-INCH PINE
 BH0719'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF TREE, 1.2 FEET SOUTH
 BH0719'OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 BH0719'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 BH0719
 BH0719                          STATION RECOVERY (1958)
 BH0719
 BH0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 BH0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0591 ***********************************************************************
 BV0591  DESIGNATION -  J 156
 BV0591  PID         -  BV0591
 BV0591  STATE/COUNTY-  MS/FORREST
 BV0591  USGS QUAD   -  HATTIESBURG (1982)
 BV0591
 BV0591                         *CURRENT SURVEY CONTROL
 BV0591  ___________________________________________________________________
 BV0591* NAD 83(1986)-  31 21 04.     (N)    089 15 17.     (W)     SCALED    
 BV0591* NAVD 88     -        57.36   (+/-2cm)     188.2    (feet)  VERTCON   
 BV0591  ___________________________________________________________________
 BV0591  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BV0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0591
 BV0591.The horizontal coordinates were scaled from a topographic map and have
 BV0591.an estimated accuracy of +/- 6 seconds.
 BV0591
 BV0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0591.The vertical order pertains to the NGVD 29 superseded value.
 BV0591
 BV0591.The geoid height was determined by GEOID03.
 BV0591
 BV0591;                    North         East    Units  Estimated Accuracy
 BV0591;SPC MS E     -   205,280.      259,910.      MT  (+/- 180 meters Scaled)
 BV0591
 BV0591                          SUPERSEDED SURVEY CONTROL
 BV0591
 BV0591  NGVD 29 (??/??/92)   57.38   (m)          188.3    (f) COMPUTED    2 0
 BV0591
 BV0591.Superseded values are not recommended for survey control.
 BV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0591.See file dsdata.txt to determine how the superseded data were derived.
 BV0591
 BV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV855707(NAD 83)
 BV0591_MARKER: DB = BENCH MARK DISK
 BV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0591_STAMPING: J 156 1943
 BV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0591+STABILITY: SURFACE MOTION
 BV0591
 BV0591  HISTORY     - Date     Condition        Report By
 BV0591  HISTORY     - 1943     MONUMENTED       CGS
 BV0591  HISTORY     - 1957     GOOD             NGS
 BV0591  HISTORY     - 1964     GOOD             NGS
 BV0591
 BV0591                          STATION DESCRIPTION
 BV0591
 BV0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0591'0.4 MI NE FROM PETAL.
 BV0591'LOCATED 0.4 MILE NORTH EAST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 BV0591'WITH STATE HIGHWAY 42 WHICH IS JUST EAST OF THE PETAL HIGH SCHOOL, IN
 BV0591'THE SOUTHWEST ANGLE OF THE JUNCTION WITH A BLACK TOP ROAD LEADING
 BV0591'WEST.  IT IS 28 FEET NORTHWEST OF THE MAIN BLACK TOP ROAD, 39 FEET
 BV0591'SOUTHEAST OF THE BLACK TOP ROAD LEADING WEST, 3 FEET WEST OF A POWER
 BV0591'POLE, 62 FEET NORTHEAST OF THE NORTHEAST CORNER OF MCDANIELS GROCERY
 BV0591'STORE, 3 FEET EAST OF THE EAST SIDE OF A GREASE RACK FOR GREASING
 BV0591'CARS, 21 FEET NORTHEAST OF A 10-INCH PERSIMMON TREE, AND 17 FEET
 BV0591'SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST WALL OF A CONCRETE
 BV0591'BLOCK HOUSE WITH RED BRICK TRIMMING.  IT IS A STANDARD DISK SET IN THE
 BV0591'TOP OF A PRECAST CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL
 BV0591'WITH THE ROAD.
 BV0591
 BV0591                          STATION RECOVERY (1964)
 BV0591
 BV0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0605 ***********************************************************************
 BV0605  DESIGNATION -  J 157
 BV0605  PID         -  BV0605
 BV0605  STATE/COUNTY-  MS/JONES
 BV0605  USGS QUAD   -  BARRONTOWN (1985)
 BV0605
 BV0605                         *CURRENT SURVEY CONTROL
 BV0605  ___________________________________________________________________
 BV0605* NAD 83(1986)-  31 28 39.     (N)    089 10 52.     (W)     SCALED    
 BV0605* NAVD 88     -        66.51   (+/-2cm)     218.2    (feet)  VERTCON   
 BV0605  ___________________________________________________________________
 BV0605  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BV0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0605
 BV0605.The horizontal coordinates were scaled from a topographic map and have
 BV0605.an estimated accuracy of +/- 6 seconds.
 BV0605
 BV0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0605.The vertical order pertains to the NGVD 29 superseded value.
 BV0605
 BV0605.The geoid height was determined by GEOID03.
 BV0605
 BV0605;                    North         East    Units  Estimated Accuracy
 BV0605;SPC MS E     -   219,270.      266,950.      MT  (+/- 180 meters Scaled)
 BV0605
 BV0605                          SUPERSEDED SURVEY CONTROL
 BV0605
 BV0605  NGVD 29 (??/??/92)   66.516  (m)          218.23   (f) ADJ UNCH    2 0
 BV0605
 BV0605.Superseded values are not recommended for survey control.
 BV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0605.See file dsdata.txt to determine how the superseded data were derived.
 BV0605
 BV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV928845(NAD 83)
 BV0605_MARKER: DB = BENCH MARK DISK
 BV0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0605_STAMPING: J 157 1943
 BV0605_MARK LOGO: CGS   
 BV0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0605+STABILITY: SURFACE MOTION
 BV0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0605+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 BV0605
 BV0605  HISTORY     - Date     Condition        Report By
 BV0605  HISTORY     - 1943     MONUMENTED       CGS
 BV0605  HISTORY     - 1957     GOOD             NGS
 BV0605  HISTORY     - 1964     GOOD             NGS
 BV0605  HISTORY     - 20000207 GOOD             MSHD
 BV0605  HISTORY     - 20000301 GOOD             MSHD
 BV0605
 BV0605                          STATION DESCRIPTION
 BV0605
 BV0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BV0605'6.4 MI E FROM MOSELLE.
 BV0605'LOCATED 6.4 MILES EAST ALONG A BLACK TOP ROAD FROM THE SOUTHERN
 BV0605'RAILROAD STATION IN MOSELLE, AT THE TOP OF A HILL AND IN THE SOUTHWEST
 BV0605'CORNER OF THE FRONT YARD OF AN ABANDONED UNPAINTED HOUSE. IT IS 0.7
 BV0605'MILE WEST OF THE BRIDGE OVER TALLAHALA CREEK, 33 FEET NORTH OF THE
 BV0605'CENTER OF THE ROAD, 6 FEET NORTH OF A POWER POLE, 48 FEET SOUTHWEST OF
 BV0605'THE SOUTHWEST CORNER OF THE HOUSE (NOT THE FRONT PORCH), AND 33 FEET
 BV0605'SOUTH OF A CHINABERRY TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BV0605'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FEET ABOVE THE LEVEL OF
 BV0605'THE ROAD.
 BV0605
 BV0605                          STATION RECOVERY (1964)
 BV0605
 BV0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0605'RECOVERED IN GOOD CONDITION.
 BV0605
 BV0605                          STATION RECOVERY (2000)
 BV0605
 BV0605'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0605'REF'D HOUSE IS GONE.
 BV0605
 BV0605                          STATION RECOVERY (2000)
 BV0605
 BV0605'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV0605'RECOVERED AS DESCRIBED, EXCEPT THAT THE HOUSE AND THE CHINABERRY TREE
 BV0605'ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0559 ***********************************************************************
 BV0559  DESIGNATION -  J 158 RESET 1958
 BV0559  PID         -  BV0559
 BV0559  STATE/COUNTY-  MS/PERRY
 BV0559  USGS QUAD   -  NEW AUGUSTA (1983)
 BV0559
 BV0559                         *CURRENT SURVEY CONTROL
 BV0559  ___________________________________________________________________
 BV0559* NAD 83(1986)-  31 14 18.     (N)    089 03 49.     (W)     SCALED    
 BV0559* NAVD 88     -        36.39   (+/-2cm)     119.4    (feet)  VERTCON   
 BV0559  ___________________________________________________________________
 BV0559  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BV0559  VERT ORDER  -  THIRD (See Below)
 BV0559
 BV0559.The horizontal coordinates were scaled from a topographic map and have
 BV0559.an estimated accuracy of +/- 6 seconds.
 BV0559
 BV0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0559.The vertical order pertains to the NGVD 29 superseded value.
 BV0559
 BV0559.The geoid height was determined by GEOID03.
 BV0559
 BV0559;                    North         East    Units  Estimated Accuracy
 BV0559;SPC MS E     -   192,720.      278,060.      MT  (+/- 180 meters Scaled)
 BV0559
 BV0559                          SUPERSEDED SURVEY CONTROL
 BV0559
 BV0559  NGVD 29 (08/12/04)   36.40   (m)          119.4    (f) RESET       3  
 BV0559
 BV0559.Superseded values are not recommended for survey control.
 BV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0559.See file dsdata.txt to determine how the superseded data were derived.
 BV0559
 BV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV034578(NAD 83)
 BV0559_MARKER: DB = BENCH MARK DISK
 BV0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0559_STAMPING: J 158 RESET 1958
 BV0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0559+STABILITY: SURFACE MOTION
 BV0559
 BV0559  HISTORY     - Date     Condition        Report By
 BV0559  HISTORY     - 1958     MONUMENTED       CGS
 BV0559
 BV0559                          STATION DESCRIPTION
 BV0559
 BV0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BV0559'3.4 MI N FROM NEW AUGUSTA.
 BV0559'3.4 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN NEW
 BV0559'AUGUSTA, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A DIM ROAD LEADING
 BV0559'NORTHEAST AND AT THE OUTSIDE OF A CURVE.  IT IS 53 FEET EAST OF THE
 BV0559'CENTERLINE OF STATE HIGHWAY 29, 81 FEET SOUTH OF THE CENTERLINE OF A
 BV0559'DIM ROAD LEADING NORTHEAST, AND 2 FEET SOUTHEAST OF A METAL WITNESS
 BV0559'POST BEARING A WHITE SIGN.  THE DISK IS SET IN THE TOP OF A 12-INCH
 BV0559'ROUND CONCRETE POST PROJECTING 6 INCHES AND ABOUT LEVEL WITH THE
 BV0559'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0766 ***********************************************************************
 BH0766  DESIGNATION -  J 159
 BH0766  PID         -  BH0766
 BH0766  STATE/COUNTY-  MS/STONE
 BH0766  USGS QUAD   -  SILVER RUN (1982)
 BH0766
 BH0766                         *CURRENT SURVEY CONTROL
 BH0766  ___________________________________________________________________
 BH0766* NAD 83(1986)-  30 44 41.     (N)    089 21 22.     (W)     SCALED    
 BH0766* NAVD 88     -        52.33   (+/-2cm)     171.7    (feet)  VERTCON   
 BH0766  ___________________________________________________________________
 BH0766  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0766
 BH0766.The horizontal coordinates were scaled from a topographic map and have
 BH0766.an estimated accuracy of +/- 6 seconds.
 BH0766
 BH0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0766.The vertical order pertains to the NGVD 29 superseded value.
 BH0766
 BH0766.The geoid height was determined by GEOID03.
 BH0766
 BH0766;                    North         East    Units  Estimated Accuracy
 BH0766;SPC MS E     -   138,090.      249,940.      MT  (+/- 180 meters Scaled)
 BH0766
 BH0766                          SUPERSEDED SURVEY CONTROL
 BH0766
 BH0766  NGVD 29 (??/??/??)   52.364  (m)          171.80   (f) ADJUSTED    2 0
 BH0766
 BH0766.Superseded values are not recommended for survey control.
 BH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0766.See file dsdata.txt to determine how the superseded data were derived.
 BH0766
 BH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV744036(NAD 83)
 BH0766_MARKER: DB = BENCH MARK DISK
 BH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0766_STAMPING: J 159 1943
 BH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0766+STABILITY: SURFACE MOTION
 BH0766
 BH0766  HISTORY     - Date     Condition        Report By
 BH0766  HISTORY     - 1943     MONUMENTED       CGS
 BH0766
 BH0766                          STATION DESCRIPTION
 BH0766
 BH0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BH0766'1.2 MI NW FROM SILVER RUN.
 BH0766'1.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 26 FROM THE SILVER RUN
 BH0766'SCHOOL, ABOUT 0.25 MILE NORTH OF A FARM HOUSE ON THE WEST SIDE OF
 BH0766'HIGHWAY, 37.4 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, 22.4 FEET
 BH0766'NORTH OF A 24-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE,
 BH0766'9.1 FEET EAST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 BH0766'EAST SIDE, 1.2 FEET SOUTH OF A REFERENCE POST.  BENCH MARK DISK SET IN
 BH0766'TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0767 ***********************************************************************
 BH0767  DESIGNATION -  J 159 RESET 1964
 BH0767  PID         -  BH0767
 BH0767  STATE/COUNTY-  MS/PEARL RIVER
 BH0767  USGS QUAD   -  SILVER RUN (1982)
 BH0767
 BH0767                         *CURRENT SURVEY CONTROL
 BH0767  ___________________________________________________________________
 BH0767* NAD 83(1986)-  30 44 40.     (N)    089 21 21.     (W)     SCALED    
 BH0767* NAVD 88     -        52.41   (+/-2cm)     171.9    (feet)  VERTCON   
 BH0767  ___________________________________________________________________
 BH0767  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BH0767  VERT ORDER  -  THIRD (See Below)
 BH0767
 BH0767.The horizontal coordinates were scaled from a topographic map and have
 BH0767.an estimated accuracy of +/- 6 seconds.
 BH0767
 BH0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0767.The vertical order pertains to the NGVD 29 superseded value.
 BH0767
 BH0767.The geoid height was determined by GEOID03.
 BH0767
 BH0767;                    North         East    Units  Estimated Accuracy
 BH0767;SPC MS E     -   138,060.      249,970.      MT  (+/- 180 meters Scaled)
 BH0767
 BH0767                          SUPERSEDED SURVEY CONTROL
 BH0767
 BH0767  NGVD 29 (??/??/??)   52.44   (m)          172.0    (f) RESET       3  
 BH0767
 BH0767.Superseded values are not recommended for survey control.
 BH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0767.See file dsdata.txt to determine how the superseded data were derived.
 BH0767
 BH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV744036(NAD 83)
 BH0767_MARKER: DB = BENCH MARK DISK
 BH0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0767_STAMPING: J 159 RESET 1964
 BH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0767+STABILITY: SURFACE MOTION
 BH0767
 BH0767  HISTORY     - Date     Condition        Report By
 BH0767  HISTORY     - 1964     MONUMENTED       CGS
 BH0767  HISTORY     - 1971     GOOD             MSHD
 BH0767
 BH0767                          STATION DESCRIPTION
 BH0767
 BH0767'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971
 BH0767'12.8 MI SE FROM POPLARVILLE.
 BH0767'THE MARK IS LOCATED 12.8 MILES SOUTHEAST OF POPLARVILLE NEAR THE
 BH0767'NORTHEAST CORNER OF A FIELD, 0.25 MILES NORTH OF A HOUSE, 1.1 MILES
 BH0767'NORTHWEST OF THE COMMUNITY OF SILVER RUN IN THE NORTHWEST 1/4 OF
 BH0767'SECTION 36, T 3S, R 14W.  IT IS 40 FEET WEST OF THE CENTER OF A BLACK
 BH0767'TOP ROAD, 6 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A FENCE
 BH0767'CORNER, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF AN 8
 BH0767'INCH SQUARE CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 BH0767'AND PROJECTS 3 INCHES.  TO REACH FROM THE PEARL RIVER COUNTY
 BH0767'COURTHOUSE IN POPLARVILLE GO SOUTH ON STATE HIGHWAY 53 AND 26 FOR 0.6
 BH0767'MILES TO THE JUNCTION OF STATE HIGHWAY 26.  CONTINUE SOUTHEAST ON
 BH0767'STATE HIGHWAY 53 FOR 2.1 MILES TO A SIDE ROAD LEFT JUST BEYOND I-59.
 BH0767'TURN LEFT AND GO NORTH AND EAST ON A BLACK TOP ROAD FOR 2.7 MILES TO A
 BH0767'FORK.  TAKE THE LEFT FORK AND GO EAST ON A BLACK TOP ROAD FOR 8.1
 BH0767'MILES TO A SIDE ROAD LEFT JUST BEYOND MURDER CREEK AND AT THE OUTSIDE
 BH0767'OF A CURVE.  CONTINUE SOUTHEAST ON A BLACK TOP ROAD FOR 3.05 MILES TO
 BH0767'A SIDE ROAD RIGHT.  CONTINUE SOUTH ON A BLACK TOP ROAD FOR 0.3 MILES
 BH0767'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0749 ***********************************************************************
 BV0749  DESIGNATION -  J 16
 BV0749  PID         -  BV0749
 BV0749  STATE/COUNTY-  MS/FORREST
 BV0749  USGS QUAD   -  BROOKLYN (1983)
 BV0749
 BV0749                         *CURRENT SURVEY CONTROL
 BV0749  ___________________________________________________________________
 BV0749* NAD 83(1986)-  31 04 12.     (N)    089 11 11.     (W)     SCALED    
 BV0749* NAVD 88     -        66.13   (+/-2cm)     217.0    (feet)  VERTCON   
 BV0749  ___________________________________________________________________
 BV0749  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BV0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0749
 BV0749.The horizontal coordinates were scaled from a topographic map and have
 BV0749.an estimated accuracy of +/- 6 seconds.
 BV0749
 BV0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0749.The vertical order pertains to the NGVD 29 superseded value.
 BV0749
 BV0749.The geoid height was determined by GEOID03.
 BV0749
 BV0749;                    North         East    Units  Estimated Accuracy
 BV0749;SPC MS E     -   174,090.      266,310.      MT  (+/- 180 meters Scaled)
 BV0749
 BV0749                          SUPERSEDED SURVEY CONTROL
 BV0749
 BV0749  NGVD 29 (??/??/92)   66.144  (m)          217.01   (f) ADJ UNCH    2 0
 BV0749
 BV0749.Superseded values are not recommended for survey control.
 BV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0749.See file dsdata.txt to determine how the superseded data were derived.
 BV0749
 BV0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV914394(NAD 83)
 BV0749_MARKER: DB = BENCH MARK DISK
 BV0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BV0749_SP_SET: BUILDING
 BV0749_STAMPING: J 16 1934
 BV0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV0749
 BV0749  HISTORY     - Date     Condition        Report By
 BV0749  HISTORY     - 1934     MONUMENTED       CGS
 BV0749  HISTORY     - 1955     GOOD             NGS
 BV0749  HISTORY     - 1964     GOOD             NGS
 BV0749
 BV0749                          STATION DESCRIPTION
 BV0749
 BV0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BV0749'0.9 MI N FROM BROOKLYN.
 BV0749'ABOUT 0.9 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BV0749'STATION AT BROOKLYN, WEST AND ACROSS A ROAD FROM THE TRACK, SET
 BV0749'VERTICALLY IN THE SOUTHEAST (FRONT) WALL OF FORREST COUNTY
 BV0749'AGRICULTURAL HIGH SCHOOL, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BV0749'MAIN ENTRANCE AND ABOUT 4 FEET ABOVE THE GROUND.
 BV0749
 BV0749                          STATION RECOVERY (1964)
 BV0749
 BV0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0908 ***********************************************************************
 BV0908  DESIGNATION -  J 160
 BV0908  PID         -  BV0908
 BV0908  STATE/COUNTY-  MS/LAMAR
 BV0908  USGS QUAD   -  BAXTERVILLE NE (1982)
 BV0908
 BV0908                         *CURRENT SURVEY CONTROL
 BV0908  ___________________________________________________________________
 BV0908* NAD 83(1986)-  31 09 54.     (N)    089 33 23.     (W)     SCALED    
 BV0908* NAVD 88     -       102.80   (+/-2cm)     337.3    (feet)  VERTCON   
 BV0908  ___________________________________________________________________
 BV0908  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BV0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BV0908
 BV0908.The horizontal coordinates were scaled from a topographic map and have
 BV0908.an estimated accuracy of +/- 6 seconds.
 BV0908
 BV0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0908.The vertical order pertains to the NGVD 29 superseded value.
 BV0908
 BV0908.The geoid height was determined by GEOID03.
 BV0908
 BV0908;                    North         East    Units  Estimated Accuracy
 BV0908;SPC MS E     -   184,800.      231,070.      MT  (+/- 180 meters Scaled)
 BV0908
 BV0908                          SUPERSEDED SURVEY CONTROL
 BV0908
 BV0908  NGVD 29 (??/??/92)  102.826  (m)          337.36   (f) ADJ UNCH    2 0
 BV0908
 BV0908.Superseded values are not recommended for survey control.
 BV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0908.See file dsdata.txt to determine how the superseded data were derived.
 BV0908
 BV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV563507(NAD 83)
 BV0908_MARKER: DB = BENCH MARK DISK
 BV0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0908_STAMPING: J 160 1943
 BV0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0908+STABILITY: SURFACE MOTION
 BV0908
 BV0908  HISTORY     - Date     Condition        Report By
 BV0908  HISTORY     - 1943     MONUMENTED       CGS
 BV0908  HISTORY     - 1964     GOOD             MSHD
 BV0908
 BV0908                          STATION DESCRIPTION
 BV0908
 BV0908'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0908'10.05 MI W FROM PURVIS.
 BV0908'THE MARK IS LOCATED 10.05 MILES WEST ALONG BLACKTOPPED AND GRAVELED
 BV0908'ROADS FROM THE POST OFFICE IN PURVIS, 1.3 MILES EAST ALONG GRAVELED
 BV0908'ROAD FROM THE BAY CREEK CHURCH, 188 FEET NORTHWEST OF AN UNPAINTED
 BV0908'HOUSE BELONGING TO H. M. EDWARDS.  THE MARK IS A DISK SET IN THE TOP
 BV0908'OF A 4 INCH SQUARE, CONCRETE POST.  IT IS 46 FEET SOUTH OF THE CENTER
 BV0908'OF THE ROAD, 23 FEET WEST OF POWER POLE NO. A 76-16 AND 89 FEET EAST
 BV0908'OF THE NORTHEAST CORNER OF A BARN, ABOUT LEVEL WITH THE ROAD AND
 BV0908'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE
 BV0908'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0148 ***********************************************************************
 EG0148  DESIGNATION -  J 161
 EG0148  PID         -  EG0148
 EG0148  STATE/COUNTY-  MS/TISHOMINGO
 EG0148  USGS QUAD   -  PADEN SE (1992)
 EG0148
 EG0148                         *CURRENT SURVEY CONTROL
 EG0148  ___________________________________________________________________
 EG0148* NAD 83(1986)-  34 32 24.     (N)    088 16 46.     (W)     SCALED    
 EG0148* NAVD 88     -       154.962  (meters)     508.40   (feet)  ADJUSTED  
 EG0148  ___________________________________________________________________
 EG0148  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EG0148  DYNAMIC HT  -         154.812 (meters)     507.91  (feet)  COMP
 EG0148  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 EG0148
 EG0148  VERT ORDER  -  SECOND    CLASS 0
 EG0148
 EG0148.The horizontal coordinates were scaled from a topographic map and have
 EG0148.an estimated accuracy of +/- 6 seconds.
 EG0148
 EG0148.The orthometric height was determined by differential leveling
 EG0148.and adjusted in June 1991.
 EG0148
 EG0148.The geoid height was determined by GEOID03.
 EG0148
 EG0148.The dynamic height is computed by dividing the NAVD 88
 EG0148.geopotential number by the normal gravity value computed on the
 EG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0148.degrees latitude (g = 980.6199 gals.).
 EG0148
 EG0148.The modeled gravity was interpolated from observed gravity values.
 EG0148
 EG0148;                    North         East    Units  Estimated Accuracy
 EG0148;SPC MS E     -   558,980.      350,840.      MT  (+/- 180 meters Scaled)
 EG0148
 EG0148                          SUPERSEDED SURVEY CONTROL
 EG0148
 EG0148  NGVD 29 (??/??/92)  154.923  (m)          508.28   (f) ADJ UNCH    2 0
 EG0148
 EG0148.Superseded values are not recommended for survey control.
 EG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0148.See file dsdata.txt to determine how the superseded data were derived.
 EG0148
 EG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD825227(NAD 83)
 EG0148_MARKER: DB = BENCH MARK DISK
 EG0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0148_STAMPING: J 161 1944
 EG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0148+STABILITY: SURFACE MOTION
 EG0148
 EG0148  HISTORY     - Date     Condition        Report By
 EG0148  HISTORY     - 1944     MONUMENTED       CGS
 EG0148  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0148  HISTORY     - 1964     MARK NOT FOUND   USGS
 EG0148
 EG0148                          STATION DESCRIPTION
 EG0148
 EG0148'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0148'3.7 MI W FROM DENNIS.
 EG0148'ABOUT 3.7 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF STATE
 EG0148'HIGHWAY 25 AT DENNIS, TISHOMINGO COUNTY, AT THE TOP OF A SMALL HILL,
 EG0148'24 FEET EAST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH, 36 FEET
 EG0148'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, ABOUT 2 FEET HIGHER THAN
 EG0148'THE MAIN ROAD, AND 2.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 EG0148'STANDARD DISK, STAMPED J 161 1944 AND SET IN THE TOP OF A CONCRETE
 EG0148'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 EG0148
 EG0148                          STATION RECOVERY (1964)
 EG0148
 EG0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EG0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0867 ***********************************************************************
 EG0867  DESIGNATION -  J 164
 EG0867  PID         -  EG0867
 EG0867  STATE/COUNTY-  MS/ALCORN
 EG0867  USGS QUAD   -  CORINTH (1982)
 EG0867
 EG0867                         *CURRENT SURVEY CONTROL
 EG0867  ___________________________________________________________________
 EG0867* NAD 83(1986)-  34 58 56.     (N)    088 34 58.     (W)     SCALED    
 EG0867* NAVD 88     -       150.579  (meters)     494.02   (feet)  ADJUSTED  
 EG0867  ___________________________________________________________________
 EG0867  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EG0867  DYNAMIC HT  -         150.436 (meters)     493.56  (feet)  COMP
 EG0867  MODELED GRAV-     979,680.7   (mgal)                       NAVD 88
 EG0867
 EG0867  VERT ORDER  -  FIRST     CLASS II
 EG0867
 EG0867.The horizontal coordinates were scaled from a topographic map and have
 EG0867.an estimated accuracy of +/- 6 seconds.
 EG0867
 EG0867.The orthometric height was determined by differential leveling
 EG0867.and adjusted in June 1991.
 EG0867
 EG0867.The geoid height was determined by GEOID03.
 EG0867
 EG0867.The dynamic height is computed by dividing the NAVD 88
 EG0867.geopotential number by the normal gravity value computed on the
 EG0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0867.degrees latitude (g = 980.6199 gals.).
 EG0867
 EG0867.The modeled gravity was interpolated from observed gravity values.
 EG0867
 EG0867;                    North         East    Units  Estimated Accuracy
 EG0867;SPC MS E     -   607,930.      322,880.      MT  (+/- 180 meters Scaled)
 EG0867
 EG0867                          SUPERSEDED SURVEY CONTROL
 EG0867
 EG0867  NGVD 29 (??/??/92)  150.56   (m)          494.0    (f) COMPUTED    1 2
 EG0867
 EG0867.Superseded values are not recommended for survey control.
 EG0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0867.See file dsdata.txt to determine how the superseded data were derived.
 EG0867
 EG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD555722(NAD 83)
 EG0867_MARKER: DB = BENCH MARK DISK
 EG0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0867_STAMPING: J 164 1944
 EG0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0867+STABILITY: SURFACE MOTION
 EG0867
 EG0867  HISTORY     - Date     Condition        Report By
 EG0867  HISTORY     - 1944     MONUMENTED       CGS
 EG0867  HISTORY     - 1962     GOOD             MSHD
 EG0867  HISTORY     - 1978     GOOD             MSHD
 EG0867  HISTORY     - 20040826 MARK NOT FOUND   USACE
 EG0867
 EG0867                          STATION DESCRIPTION
 EG0867
 EG0867'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0867'4.9 MI NW FROM CORINTH.
 EG0867'TO REACH FROM THE RAILROAD CROSSING IN THE SMALL VILLAGE OF WENASOGA,
 EG0867'GO SOUTH ONE BLOCK TURN LEFT, EAST, AND GO 0.3 MILE TO A GRAVEL ROAD
 EG0867'ON THE LEFT, TURN LEFT ON GRAVEL ROAD AND GO 0.2 MILE TO THE RAILROAD
 EG0867'AND THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN
 EG0867'8-INCH SQUARE CONCRETE POST.  IT IS 24 FEET NORTHWEST OF THE CENTER
 EG0867'LINE OF THE ROAD, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK
 EG0867'AND 3 FEET ABOVE THE LEVEL OF THE TRACK.  A METAL WITNESS POST WAS SET
 EG0867'1.0 FOOT NORTH OF THE MARK.
 EG0867
 EG0867                          STATION RECOVERY (1978)
 EG0867
 EG0867'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0867'THE MARK IS LOCATED 4.8 MILES NORTHWEST OF CORINTH IN THE NORTHWEST
 EG0867'ANGLE OF A RAILROAD CROSSING, 0.3 MILE SOUTHEAST OF WENASOGA ABOUT
 EG0867'100 YARDS SOUTHEAST OF A 4 LEGGED STEEL MICRO-WAVE TOWER NEAR THE
 EG0867'CENTER OF SEC. 20, T 1S, R 7E. IT IS 45 FEET NORTHWEST OF A TELEPHONE
 EG0867'POLE, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET NORTHWEST OF
 EG0867'THE CENTER OF A PAVED ROAD, 17 FEET WEST OF THE SOUTHWEST END OF THE
 EG0867'HEADWALL OF A CULVERT, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT
 EG0867'SOUTHWEST OF A METAL WITNESS POST SET IN THE TOP OF AN 8 INCH SQUARE
 EG0867'CONCRETE POST ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND IS FLUSH
 EG0867'WITH THE GROUND. TO REACH FROM THE U.S. HIGHWAY 72 BRIDGE OVER THE
 EG0867'U.S. HIGHWAY 45 BYPASS AT THE WEST EDGE OF CORINTH GO NORTH ON THE
 EG0867'U.S. HIGHWAY 45 BYPASS FOR 3.85 MILES TO A T INTERSECTION. TURN LEFT
 EG0867'AND GO WEST ON A PAVED ROAD FOR 1.35 MILES TO ANOTHER T INTERSECTION.
 EG0867'TURN RIGHT AND GO NORTH AND WEST ON A PAVED ROAD FOR 2.65 MILES TO A
 EG0867'T INTERSECTION (ABOUT 100 YARDS BEYOND A RAILROAD CROSSING). TURN
 EG0867'LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD
 EG0867'LEFT. TURN LEFT AND GO EAST ON A PAVED RD. FOR 0.2 MILE TO THE
 EG0867'RAILROAD TRACK AND THE MARK ON THE LEFT.
 EG0867
 EG0867                          STATION RECOVERY (2004)
 EG0867
 EG0867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0879 ***********************************************************************
 EG0879  DESIGNATION -  J 165
 EG0879  PID         -  EG0879
 EG0879  STATE/COUNTY-  MS/ALCORN
 EG0879  USGS QUAD   -  CORINTH (1982)
 EG0879
 EG0879                         *CURRENT SURVEY CONTROL
 EG0879  ___________________________________________________________________
 EG0879* NAD 83(1986)-  34 56 32.     (N)    088 31 28.     (W)     SCALED    
 EG0879* NAVD 88     -       135.482  (meters)     444.49   (feet)  POSTED    
 EG0879  ___________________________________________________________________
 EG0879  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0879  DYNAMIC HT  -         135.350 (meters)     444.06  (feet)  COMP
 EG0879  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 EG0879
 EG0879  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EG0879
 EG0879.The horizontal coordinates were scaled from a topographic map and have
 EG0879.an estimated accuracy of +/- 6 seconds.
 EG0879
 EG0879.The orthometric height was determined by differential leveling
 EG0879.and adjusted by the  in 1992.
 EG0879.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EG0879.rate of 4.1 thru 8.0 mm/km.
 EG0879
 EG0879.The geoid height was determined by GEOID03.
 EG0879
 EG0879.The dynamic height is computed by dividing the NAVD 88
 EG0879.geopotential number by the normal gravity value computed on the
 EG0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0879.degrees latitude (g = 980.6199 gals.).
 EG0879
 EG0879.The modeled gravity was interpolated from observed gravity values.
 EG0879
 EG0879;                    North         East    Units  Estimated Accuracy
 EG0879;SPC MS E     -   603,510.      328,220.      MT  (+/- 180 meters Scaled)
 EG0879
 EG0879                          SUPERSEDED SURVEY CONTROL
 EG0879
 EG0879  NGVD 29 (??/??/92)  135.48   (m)          444.5    (f) COMPUTED    1 2
 EG0879
 EG0879.Superseded values are not recommended for survey control.
 EG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0879.See file dsdata.txt to determine how the superseded data were derived.
 EG0879
 EG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD607676(NAD 83)
 EG0879_MARKER: DB = BENCH MARK DISK
 EG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0879_STAMPING: J 165 1944
 EG0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0879+STABILITY: SURFACE MOTION
 EG0879
 EG0879  HISTORY     - Date     Condition        Report By
 EG0879  HISTORY     - 1944     MONUMENTED       CGS
 EG0879  HISTORY     - 1962     GOOD             MSHD
 EG0879  HISTORY     - 1978     MARK NOT FOUND   MSHD
 EG0879  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0879
 EG0879                          STATION DESCRIPTION
 EG0879
 EG0879'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0879'0.8 MI N FROM CORINTH.
 EG0879'0.8 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 EG0879'STATION AT CORINTH, ALCORN COUNTY, 0.1 MILE SOUTH OF THE KRAFT CHEESE
 EG0879'PLANT, 125 FEET NORTH OF THE SECTION FOREMANS RESIDENCE, 24.6 FEET
 EG0879'EAST OF THE CENTER LINE OF THE MAIN TRACK, 17.6 FEET SOUTH OF A SMALL
 EG0879'HOUSE, 3 FEET SOUTH OF A POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 EG0879'POST, AND 1.5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J
 EG0879'165 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 EG0879'ABOVE THE GROUND.
 EG0879
 EG0879                          STATION RECOVERY (1978)
 EG0879
 EG0879'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0879'MARK NOT FOUND.
 EG0879
 EG0879                          STATION RECOVERY (1982)
 EG0879
 EG0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0879'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0282 ***********************************************************************
 DJ0282  DESIGNATION -  J 166
 DJ0282  PID         -  DJ0282
 DJ0282  STATE/COUNTY-  MS/LOWNDES
 DJ0282  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0282
 DJ0282                         *CURRENT SURVEY CONTROL
 DJ0282  ___________________________________________________________________
 DJ0282* NAD 83(1986)-  33 34 30.     (N)    088 23 19.     (W)     SCALED    
 DJ0282* NAVD 88     -        59.936  (meters)     196.64   (feet)  ADJUSTED  
 DJ0282  ___________________________________________________________________
 DJ0282  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DJ0282  DYNAMIC HT  -          59.873 (meters)     196.43  (feet)  COMP
 DJ0282  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 DJ0282
 DJ0282  VERT ORDER  -  SECOND    CLASS 0
 DJ0282
 DJ0282.The horizontal coordinates were scaled from a topographic map and have
 DJ0282.an estimated accuracy of +/- 6 seconds.
 DJ0282
 DJ0282.The orthometric height was determined by differential leveling
 DJ0282.and adjusted in June 1991.
 DJ0282
 DJ0282.The geoid height was determined by GEOID03.
 DJ0282
 DJ0282.The dynamic height is computed by dividing the NAVD 88
 DJ0282.geopotential number by the normal gravity value computed on the
 DJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0282.degrees latitude (g = 980.6199 gals.).
 DJ0282
 DJ0282.The modeled gravity was interpolated from observed gravity values.
 DJ0282
 DJ0282;                    North         East    Units  Estimated Accuracy
 DJ0282;SPC MS E     -   451,900.      341,290.      MT  (+/- 180 meters Scaled)
 DJ0282
 DJ0282                          SUPERSEDED SURVEY CONTROL
 DJ0282
 DJ0282  NGVD 29 (??/??/92)   59.918  (m)          196.58   (f) ADJ UNCH    2 0
 DJ0282
 DJ0282.Superseded values are not recommended for survey control.
 DJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0282.See file dsdata.txt to determine how the superseded data were derived.
 DJ0282
 DJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC711158(NAD 83)
 DJ0282_MARKER: DB = BENCH MARK DISK
 DJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0282_STAMPING: J 166 1944
 DJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0282+STABILITY: SURFACE MOTION
 DJ0282
 DJ0282  HISTORY     - Date     Condition        Report By
 DJ0282  HISTORY     - 1944     MONUMENTED       CGS
 DJ0282
 DJ0282                          STATION DESCRIPTION
 DJ0282
 DJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0282'5.8 MI N FROM COLUMBUS.
 DJ0282'5.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0282'STATION AT COLUMBUS, LOWNDES COUNTY, 2 POLES SOUTH OF POLE 642+15, AT
 DJ0282'A ROAD CROSSING, 51 FEET WEST OF THE CENTER LINE OF THE TRACK, 34 FEET
 DJ0282'SOUTH OF THE CENTER LINE OF THE ROAD, AND 4 FEET NORTH OF A FENCE
 DJ0282'CORNER.  A STANDARD DISK, STAMPED J 166 1944 AND SET IN THE TOP OF A
 DJ0282'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0486 ***********************************************************************
 CO0486  DESIGNATION -  J 168
 CO0486  PID         -  CO0486
 CO0486  STATE/COUNTY-  MS/LAUDERDALE
 CO0486  USGS QUAD   -  MERIDIAN SOUTH (1982)
 CO0486
 CO0486                         *CURRENT SURVEY CONTROL
 CO0486  ___________________________________________________________________
 CO0486* NAD 83(1986)-  32 22 22.     (N)    088 40 37.     (W)     SCALED    
 CO0486* NAVD 88     -       101.869  (meters)     334.22   (feet)  ADJUSTED  
 CO0486  ___________________________________________________________________
 CO0486  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CO0486  DYNAMIC HT  -         101.749 (meters)     333.82  (feet)  COMP
 CO0486  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 CO0486
 CO0486  VERT ORDER  -  FIRST     CLASS I
 CO0486
 CO0486.The horizontal coordinates were scaled from a topographic map and have
 CO0486.an estimated accuracy of +/- 6 seconds.
 CO0486
 CO0486.The orthometric height was determined by differential leveling
 CO0486.and adjusted in June 1991.
 CO0486
 CO0486.The geoid height was determined by GEOID03.
 CO0486
 CO0486.The dynamic height is computed by dividing the NAVD 88
 CO0486.geopotential number by the normal gravity value computed on the
 CO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0486.degrees latitude (g = 980.6199 gals.).
 CO0486
 CO0486.The modeled gravity was interpolated from observed gravity values.
 CO0486
 CO0486;                    North         East    Units  Estimated Accuracy
 CO0486;SPC MS E     -   318,500.      314,720.      MT  (+/- 180 meters Scaled)
 CO0486
 CO0486                          SUPERSEDED SURVEY CONTROL
 CO0486
 CO0486  NGVD 29 (??/??/??)  101.853  (m)          334.16   (f) ADJUSTED    1 1
 CO0486
 CO0486.Superseded values are not recommended for survey control.
 CO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0486.See file dsdata.txt to determine how the superseded data were derived.
 CO0486
 CO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA422829(NAD 83)
 CO0486_MARKER: DB = BENCH MARK DISK
 CO0486_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0486_SP_SET: BRIDGE RETAINING WALL
 CO0486_STAMPING: J 168 1944
 CO0486_MARK LOGO: CGS   
 CO0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0486+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1990
 CO0486
 CO0486  HISTORY     - Date     Condition        Report By
 CO0486  HISTORY     - 1944     MONUMENTED       CGS
 CO0486  HISTORY     - 1968     GOOD             NGS
 CO0486  HISTORY     - 1983     GOOD             NGS
 CO0486  HISTORY     - 19900222 GOOD             MSHD
 CO0486
 CO0486                          STATION DESCRIPTION
 CO0486
 CO0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0486'2.0 MI NE FROM MERIDIAN.
 CO0486'ABOUT 0.5 MILE SOUTHEAST ALONG 22ND AVENUE WHICH IS U.S. HIGHWAY 45
 CO0486'BUSINESS ROUTE FROM THE MAIN POST OFFICE AT MERIDIAN, THENCE 0.95 MILE
 CO0486'NORTHEAST ALONG B STREET WHICH THE BUSINESS ROUTE FOR U.S. HIGHWAYS 11
 CO0486'AND 80 AND STATE HIGHWAY 19, THENCE 0.3 MILE NORTHEAST ALONG THE
 CO0486'BUSINESS ROUTE FOR U.S. HIGHWAYS 11 AND 80 AND STATE HIGHWAY 19,
 CO0486'THENCE 0.25 MILE NORTHEAST ALONG THE BUSINESS ROUTE FOR U.S. HIGHWAYS
 CO0486'11 AND 80, IN SECTION 8, T 6 N, R 16 E, SET IN THE TOP OF A CONCRETE
 CO0486'WINGWALL AT THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A HIGHWAY
 CO0486'BRIDGE OVER SOWASHEE CREEK, 14 1/2 FEET SOUTHEAST OF THE CENTERLINE OF
 CO0486'THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 CO0486'SOUTHEAST CONCRETE GUARD RAIL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 CO0486'THE HIGHWAY.
 CO0486
 CO0486                          STATION RECOVERY (1983)
 CO0486
 CO0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0486'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO AT THIS TIME.
 CO0486
 CO0486                          STATION RECOVERY (1990)
 CO0486
 CO0486'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0486'MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST NORTHEAST OF DOWNTOWN
 CO0486'MERIDIAN, IN THE OLD U.S. HIGHWAYS 11 AND  80 BRIDGE OVER SOWASHEE
 CO0486'CREEK, 0.7 MI (1.1 KM) SOUTHWEST OF THE JUNCTION OF OLD U.S. HIGHWAY
 CO0486'11 AND 80 AND U.S. HIGHWAY 11 AND 80 AND IS IN THE SOUTHEAST CORNER
 CO0486'OF SECTION 8, T 6N, R 16E.
 CO0486'TO REACH FROM THE STATE HIGHWAY 19 BRIDGE OVER OLD U.S. HIGHWAY 11 AND
 CO0486'80 IN MERIDIAN, GO NORTHEAST ON OLD HIGHWAY 11 AND 80 FOR 0.15 MI
 CO0486'(0.24 KM) TO THE BRIDGE AND THE MARK ON THE RIGHT.
 CO0486'MARK IS A STANDARD DISK SET IN A DRILL HOLE ON TOP OF THE SOUTHEAST
 CO0486'END OF A RETAINING WALL THAT IS THE EXTENDING FROM THE SOUTH CORNER
 CO0486'OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY, 14.5 FT (4.4 M)
 CO0486'SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY, 10 FT (3.0 M) NORTHEAST OF
 CO0486'A POWER POLE WITH A GUY WIRE AND A LAMP AND 0.65 FT (0.20 M)
 CO0486'NORTHEAST OF THE SOUTHWEST END OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0216 ***********************************************************************
 EG0216  DESIGNATION -  J 169
 EG0216  PID         -  EG0216
 EG0216  STATE/COUNTY-  MS/ITAWAMBA
 EG0216  USGS QUAD   -  SHOTTSVILLE (1967)
 EG0216
 EG0216                         *CURRENT SURVEY CONTROL
 EG0216  ___________________________________________________________________
 EG0216* NAD 83(1986)-  34 18 53.     (N)    088 12 54.     (W)     SCALED    
 EG0216* NAVD 88     -       127.180  (meters)     417.26   (feet)  ADJUSTED  
 EG0216  ___________________________________________________________________
 EG0216  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EG0216  DYNAMIC HT  -         127.052 (meters)     416.84  (feet)  COMP
 EG0216  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 EG0216
 EG0216  VERT ORDER  -  SECOND    CLASS 0
 EG0216
 EG0216.The horizontal coordinates were scaled from a topographic map and have
 EG0216.an estimated accuracy of +/- 6 seconds.
 EG0216
 EG0216.The orthometric height was determined by differential leveling
 EG0216.and adjusted in June 1991.
 EG0216
 EG0216.The geoid height was determined by GEOID03.
 EG0216
 EG0216.The dynamic height is computed by dividing the NAVD 88
 EG0216.geopotential number by the normal gravity value computed on the
 EG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0216.degrees latitude (g = 980.6199 gals.).
 EG0216
 EG0216.The modeled gravity was interpolated from observed gravity values.
 EG0216
 EG0216;                    North         East    Units  Estimated Accuracy
 EG0216;SPC MS E     -   534,030.      356,910.      MT  (+/- 180 meters Scaled)
 EG0216
 EG0216                          SUPERSEDED SURVEY CONTROL
 EG0216
 EG0216  NGVD 29 (??/??/92)  127.126  (m)          417.08   (f) ADJ UNCH    2 0
 EG0216
 EG0216.Superseded values are not recommended for survey control.
 EG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0216.See file dsdata.txt to determine how the superseded data were derived.
 EG0216
 EG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC882977(NAD 83)
 EG0216_MARKER: DB = BENCH MARK DISK
 EG0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0216_STAMPING: J 169 1945
 EG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0216+STABILITY: SURFACE MOTION
 EG0216
 EG0216  HISTORY     - Date     Condition        Report By
 EG0216  HISTORY     - 1945     MONUMENTED       CGS
 EG0216  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0216  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG0216  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0216
 EG0216                          STATION DESCRIPTION
 EG0216
 EG0216'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0216'6.9 MI N FROM TREMONT.
 EG0216'FROM TREMONT GO WEST 0.3 MILE ALONG U. S. HIGHWAY 78 TO ITS JUNCTION
 EG0216'WITH THE TREMONT-RED BAY ROAD, THENCE 6.6 MILES NORTH ALONG THE
 EG0216'TREMONT RED BAY ROAD TO A SMALL KNOLL WOODED WITH PINES.  THE MARK IS
 EG0216'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES
 EG0216'ABOVE THE GROUND, 53.0 FEET SOUTH OF THE EAST END OF A WOODEN CULVERT,
 EG0216'22.0 FEET EAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 1.5 FEET
 EG0216'NORTH OF A WHITE 4 X 4 WOODEN MARKER POST.
 EG0216
 EG0216                          STATION RECOVERY (1965)
 EG0216
 EG0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0216'MARK NOT FOUND.
 EG0216
 EG0216                          STATION RECOVERY (1979)
 EG0216
 EG0216'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0311 ***********************************************************************
 EG0311  DESIGNATION -  J 170
 EG0311  PID         -  EG0311
 EG0311  STATE/COUNTY-  MS/ITAWAMBA
 EG0311  USGS QUAD   -  BEXAR (1967)
 EG0311
 EG0311                         *CURRENT SURVEY CONTROL
 EG0311  ___________________________________________________________________
 EG0311* NAD 83(1986)-  34 13 38.     (N)    088 14 01.     (W)     SCALED    
 EG0311* NAVD 88     -       109.036  (meters)     357.73   (feet)  ADJUSTED  
 EG0311  ___________________________________________________________________
 EG0311  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EG0311  DYNAMIC HT  -         108.926 (meters)     357.37  (feet)  COMP
 EG0311  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 EG0311
 EG0311  VERT ORDER  -  SECOND    CLASS 0
 EG0311
 EG0311.The horizontal coordinates were scaled from a topographic map and have
 EG0311.an estimated accuracy of +/- 6 seconds.
 EG0311
 EG0311.The orthometric height was determined by differential leveling
 EG0311.and adjusted in June 1991.
 EG0311
 EG0311.The geoid height was determined by GEOID03.
 EG0311
 EG0311.The dynamic height is computed by dividing the NAVD 88
 EG0311.geopotential number by the normal gravity value computed on the
 EG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0311.degrees latitude (g = 980.6199 gals.).
 EG0311
 EG0311.The modeled gravity was interpolated from observed gravity values.
 EG0311
 EG0311;                    North         East    Units  Estimated Accuracy
 EG0311;SPC MS E     -   524,310.      355,260.      MT  (+/- 180 meters Scaled)
 EG0311
 EG0311                          SUPERSEDED SURVEY CONTROL
 EG0311
 EG0311  NGVD 29 (??/??/92)  108.970  (m)          357.51   (f) ADJ UNCH    2 0
 EG0311
 EG0311.Superseded values are not recommended for survey control.
 EG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0311.See file dsdata.txt to determine how the superseded data were derived.
 EG0311
 EG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC863880(NAD 83)
 EG0311_MARKER: DB = BENCH MARK DISK
 EG0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0311_SP_SET: CULVERT
 EG0311_STAMPING: J170 1945
 EG0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0311
 EG0311  HISTORY     - Date     Condition        Report By
 EG0311  HISTORY     - 1945     MONUMENTED       CGS
 EG0311  HISTORY     - 1965     GOOD             MSHD
 EG0311  HISTORY     - 1979     GOOD             MSHD
 EG0311
 EG0311                          STATION DESCRIPTION
 EG0311
 EG0311'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 EG0311'1.5 MI E FROM TREMONT.
 EG0311'TO REACH THE MARK FROM THE U. S. POST OFFICE IN THE VILLAGE OF TREMONT
 EG0311'GO EAST ON U. S. HIGHWAY 78 FOR 1.5 MILES TO THE MARK ON THE RIGHT.
 EG0311'THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE
 EG0311'EAST END OF THE SOUTH HEADWALL OF A 3 X 8 FOOT CONCRETE CULVERT, 22
 EG0311'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL
 EG0311'OF THE HIGHWAY.
 EG0311
 EG0311                          STATION RECOVERY (1979)
 EG0311
 EG0311'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0311'THE MARK IS LOCATED 1.5 MILES EAST-SOUTHEAST OF TREMONT IN A CULVERT
 EG0311'ABOUT 100 YARDS WEST OF CALVERY BAPTIST CHURCH NEAR THE CENTER OF
 EG0311'SECTION 10, T 10S, R 10E. IT IS 23.5 FEET NORTH-NORTHWEST OF THE
 EG0311'SECOND POLE EAST OF THE CROSSROAD, 21.5 FEET SOUTH OF THE CENTER OF
 EG0311'HIGHWAY 78 SET IN A DRILL HOLE 0.7 FEET WEST OF THE EAST END OF THE
 EG0311'SOUTH HEADWALL OF AN 8 X 2 FOOT BOX CULVERT AND IS ABOUT 3 FEET BELOW
 EG0311'THE LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 EG0311'23 AND U.S. HIGHWAY 78 JUST EAST OF THE POST OFFICE IN TREMONT GO
 EG0311'EAST ON U.S. HIGHWAY 78 FOR 1.85 MILES TO THE MARK ON THE RIGHT (0.15
 EG0311'MILE BEYOND AN ANGLING CROSSROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0751 ***********************************************************************
 EG0751  DESIGNATION -  J 172
 EG0751  PID         -  EG0751
 EG0751  STATE/COUNTY-  MS/MONROE
 EG0751  USGS QUAD   -  SHANNON (1979)
 EG0751
 EG0751                         *CURRENT SURVEY CONTROL
 EG0751  ___________________________________________________________________
 EG0751* NAD 83(1986)-  34 00 05.     (N)    088 41 30.     (W)     SCALED    
 EG0751* NAVD 88     -        90.383  (meters)     296.53   (feet)  ADJUSTED  
 EG0751  ___________________________________________________________________
 EG0751  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EG0751  DYNAMIC HT  -          90.291 (meters)     296.23  (feet)  COMP
 EG0751  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 EG0751
 EG0751  VERT ORDER  -  SECOND    CLASS 0
 EG0751
 EG0751.The horizontal coordinates were scaled from a topographic map and have
 EG0751.an estimated accuracy of +/- 6 seconds.
 EG0751
 EG0751.The orthometric height was determined by differential leveling
 EG0751.and adjusted in June 1991.
 EG0751
 EG0751.The geoid height was determined by GEOID03.
 EG0751
 EG0751.The dynamic height is computed by dividing the NAVD 88
 EG0751.geopotential number by the normal gravity value computed on the
 EG0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0751.degrees latitude (g = 980.6199 gals.).
 EG0751
 EG0751.The modeled gravity was interpolated from observed gravity values.
 EG0751
 EG0751;                    North         East    Units  Estimated Accuracy
 EG0751;SPC MS E     -   499,110.      313,090.      MT  (+/- 180 meters Scaled)
 EG0751
 EG0751                          SUPERSEDED SURVEY CONTROL
 EG0751
 EG0751  NGVD 29 (??/??/92)   90.32   (m)          296.3    (f) COMPUTED    2 0
 EG0751
 EG0751.Superseded values are not recommended for survey control.
 EG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0751.See file dsdata.txt to determine how the superseded data were derived.
 EG0751
 EG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC437636(NAD 83)
 EG0751_MARKER: DB = BENCH MARK DISK
 EG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0751_STAMPING: J 172 1946
 EG0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0751+STABILITY: SURFACE MOTION
 EG0751
 EG0751  HISTORY     - Date     Condition        Report By
 EG0751  HISTORY     - 1946     MONUMENTED       CGS
 EG0751  HISTORY     - 1963     MARK NOT FOUND   USGS
 EG0751
 EG0751                          STATION DESCRIPTION
 EG0751
 EG0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0751'2.9 MI E FROM OKOLONA.
 EG0751'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 41 FROM ITS CROSSING WITH THE
 EG0751'GULF, MOBILE AND OHIO RAILROAD AT OKOLONA, 0.4 MILES WEST OF A NORTH
 EG0751'TURN IN THE HIGHWAY, ABOUT 45 YARDS WEST OF THE TOP OF A GRADE, 70
 EG0751'YARDS WEST OF THE ENTRANCE TO A FARM ON THE NORTH SIDE OF THE HIGHWAY,
 EG0751'30 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 EG0751'HIGHWAY, 1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A WHITE, WOODEN
 EG0751'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST,
 EG0751'PROJECTING 5 IN. ABOVE THE GROUND.
 EG0751
 EG0751                          STATION RECOVERY (1963)
 EG0751
 EG0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EG0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0739 ***********************************************************************
 EG0739  DESIGNATION -  J 173
 EG0739  PID         -  EG0739
 EG0739  STATE/COUNTY-  MS/MONROE
 EG0739  USGS QUAD   -  SHANNON (1979)
 EG0739
 EG0739                         *CURRENT SURVEY CONTROL
 EG0739  ___________________________________________________________________
 EG0739* NAD 83(1986)-  34 02 31.     (N)    088 37 54.     (W)     SCALED    
 EG0739* NAVD 88     -        82.400  (meters)     270.34   (feet)  ADJUSTED  
 EG0739  ___________________________________________________________________
 EG0739  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EG0739  DYNAMIC HT  -          82.316 (meters)     270.07  (feet)  COMP
 EG0739  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 EG0739
 EG0739  VERT ORDER  -  SECOND    CLASS 0
 EG0739
 EG0739.The horizontal coordinates were scaled from a topographic map and have
 EG0739.an estimated accuracy of +/- 6 seconds.
 EG0739
 EG0739.The orthometric height was determined by differential leveling
 EG0739.and adjusted in June 1991.
 EG0739
 EG0739.The geoid height was determined by GEOID03.
 EG0739
 EG0739.The dynamic height is computed by dividing the NAVD 88
 EG0739.geopotential number by the normal gravity value computed on the
 EG0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0739.degrees latitude (g = 980.6199 gals.).
 EG0739
 EG0739.The modeled gravity was interpolated from observed gravity values.
 EG0739
 EG0739;                    North         East    Units  Estimated Accuracy
 EG0739;SPC MS E     -   503,620.      318,620.      MT  (+/- 180 meters Scaled)
 EG0739
 EG0739                          SUPERSEDED SURVEY CONTROL
 EG0739
 EG0739  NGVD 29 (??/??/92)   82.340  (m)          270.14   (f) ADJ UNCH    2 0
 EG0739
 EG0739.Superseded values are not recommended for survey control.
 EG0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0739.See file dsdata.txt to determine how the superseded data were derived.
 EG0739
 EG0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC493680(NAD 83)
 EG0739_MARKER: DB = BENCH MARK DISK
 EG0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0739+STABILITY: SURFACE MOTION
 EG0739
 EG0739  HISTORY     - Date     Condition        Report By
 EG0739  HISTORY     - UNK      MONUMENTED       CGS
 EG0739  HISTORY     - 1963     MARK NOT FOUND   MSHD
 EG0739
 EG0739                          STATION DESCRIPTION
 EG0739
 EG0739'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 EG0739'3.5 MI S FROM NETTLETON.
 EG0739'ABOUT 3.5 MILES SOUTH ALONG U. S. HIGHWAY 45E FROM THE POST OFFICE AT
 EG0739'NETTLETON, NEAR THE TOP OF A GRADE, 80 YARDS NORTH OF THE JUNCTION OF
 EG0739'A ROAD LEADING EAST, 25 FEET WEST OF AND ABOUT LEVEL WITH THE
 EG0739'CENTERLINE OF THE HIGHWAY, 118.5 FEET NORTHEAST OF THE NORTHEAST
 EG0739'CORNER OF A HOUSE, 1.9 FEET NORTH OF A WHITE, WOODEN WITNESS POST.  A
 EG0739'BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 6 INCHES
 EG0739'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0333 ***********************************************************************
 EG0333  DESIGNATION -  J 175
 EG0333  PID         -  EG0333
 EG0333  STATE/COUNTY-  MS/ITAWAMBA
 EG0333  USGS QUAD   -  BEXAR (1967)
 EG0333
 EG0333                         *CURRENT SURVEY CONTROL
 EG0333  ___________________________________________________________________
 EG0333* NAD 83(1986)-  34 10 42.     (N)    088 14 49.     (W)     SCALED    
 EG0333* NAVD 88     -       118.015  (meters)     387.19   (feet)  ADJUSTED  
 EG0333  ___________________________________________________________________
 EG0333  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0333  DYNAMIC HT  -         117.896 (meters)     386.80  (feet)  COMP
 EG0333  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 EG0333
 EG0333  VERT ORDER  -  SECOND    CLASS 0
 EG0333
 EG0333.The horizontal coordinates were scaled from a topographic map and have
 EG0333.an estimated accuracy of +/- 6 seconds.
 EG0333
 EG0333.The orthometric height was determined by differential leveling
 EG0333.and adjusted in June 1991.
 EG0333
 EG0333.The geoid height was determined by GEOID03.
 EG0333
 EG0333.The dynamic height is computed by dividing the NAVD 88
 EG0333.geopotential number by the normal gravity value computed on the
 EG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0333.degrees latitude (g = 980.6199 gals.).
 EG0333
 EG0333.The modeled gravity was interpolated from observed gravity values.
 EG0333
 EG0333;                    North         East    Units  Estimated Accuracy
 EG0333;SPC MS E     -   518,880.      354,060.      MT  (+/- 180 meters Scaled)
 EG0333
 EG0333                          SUPERSEDED SURVEY CONTROL
 EG0333
 EG0333  NGVD 29 (??/??/92)  117.953  (m)          386.98   (f) ADJ UNCH    2 0
 EG0333
 EG0333.Superseded values are not recommended for survey control.
 EG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0333.See file dsdata.txt to determine how the superseded data were derived.
 EG0333
 EG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC850826(NAD 83)
 EG0333_MARKER: DB = BENCH MARK DISK
 EG0333_SETTING: 0 = UNSPECIFIED SETTING
 EG0333_STAMPING: J 175 1946
 EG0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0333
 EG0333  HISTORY     - Date     Condition        Report By
 EG0333  HISTORY     - 1946     MONUMENTED       CGS
 EG0333  HISTORY     - 1962     GOOD             MSHD
 EG0333  HISTORY     - 1978     GOOD             MSHD
 EG0333
 EG0333                          STATION DESCRIPTION
 EG0333
 EG0333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0333'5.2 MI SE FROM TREMONT.
 EG0333'TO REACH FROM THE MAIN CROSSROADS IN TREMONT, GO SOUTH AND SOUTHEAST
 EG0333'ON A GRAVEL ROAD 3.4 MILES TO A SMALL GROCERY STORE ON THE RIGHT,
 EG0333'CONTINUE AHEAD 0.6 MILE TO A SIDE ROAD RIGHT, AND THE JIMS CREEK FIRST
 EG0333'ASBURY METHODIST CHURCH ON THE RIGHT, CONTINUE AHEAD 0.4 MILE TO A
 EG0333'SIDE ROAD LEFT, TURN LEFT AND GO 0.9 MILE ON THE HOPEWELL COMMUNITY
 EG0333'ROAD, THE K. M. WHITEHEAD FARM (THE HOPEWELL ROAD TURNS SHARP RIGHT,
 EG0333'SOUTH, AND A NARROW ROAD CONTINUES AHEAD) AND THE MARK AS DESCRIBED.
 EG0333'IT IS 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 43 FEET
 EG0333'EAST OF THE APPROXIMATE CENTER OF THE HOPEWELL ROAD, 31 FEET SOUTH OF
 EG0333'THE CENTER OF THE NARROW ROAD, 24.5 FEET SOUTHWEST OF A 36 INCH OAK,
 EG0333'15 FEET NORTHWEST OF A 30 INCH HICKORY, 32 FEET NORTHEAST OF A FENCE
 EG0333'CORNER, AND 2 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTS 4 INCHES.
 EG0333'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 EG0333
 EG0333                          STATION RECOVERY (1978)
 EG0333
 EG0333'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978
 EG0333'THE MARK IS LOCATED 4 MILES SOUTH OF TREMONT IN THE SOUTHEAST ANGLE
 EG0333'OF A JUNCTION IN THE SOUTHEAST 1/4 OF SECTION 28, T 10S, R 10E. IT IS
 EG0333'97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 88 FEET
 EG0333'EAST-NORTHEAST OF A TELEPHONE SERVICE POLE, 38 FEET EAST OF THE
 EG0333'CENTER OF A PAVED ROAD, 30 FEET SOUTH OF THE CENTER OF A NARROW
 EG0333'GRAVELED ROAD, 24.5 FEET SOUTHWEST OF A 24 INCH OAK, 1 FOOT SOUTH OF
 EG0333'A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT
 EG0333'LEVEL WITH THE INTERSECTION AND PROJECTS 6 INCHES. TO REACH FROM THE
 EG0333'JUNCTION OF STATE HIGHWAY 23 AND U.S. HIGHWAY 78 0.5 MILE EAST OF THE
 EG0333'POST OFFICE IN TREMONT GO SOUTH ON STATE HIGHWAY 23 FOR 4.15 MILES TO
 EG0333'A SIDE ROAD LEFT (0.45 MILE BEYOND A CROSSROAD). TURN LEFT AND GO
 EG0333'EAST ON A PAVED ROAD FOR 1 MILE TO THE MARK ON THE RIGHT JUST BEYOND
 EG0333'A SIDE ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0369 ***********************************************************************
 EG0369  DESIGNATION -  J 176
 EG0369  PID         -  EG0369
 EG0369  STATE/COUNTY-  MS/ITAWAMBA
 EG0369  USGS QUAD   -  BEXAR (1967)
 EG0369
 EG0369                         *CURRENT SURVEY CONTROL
 EG0369  ___________________________________________________________________
 EG0369* NAD 83(1986)-  34 07 38.     (N)    088 12 49.     (W)     SCALED    
 EG0369* NAVD 88     -       136.672  (meters)     448.40   (feet)  ADJUSTED  
 EG0369  ___________________________________________________________________
 EG0369  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EG0369  DYNAMIC HT  -         136.533 (meters)     447.94  (feet)  COMP
 EG0369  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 EG0369
 EG0369  VERT ORDER  -  SECOND    CLASS 0
 EG0369
 EG0369.The horizontal coordinates were scaled from a topographic map and have
 EG0369.an estimated accuracy of +/- 6 seconds.
 EG0369
 EG0369.The orthometric height was determined by differential leveling
 EG0369.and adjusted in June 1991.
 EG0369
 EG0369.The geoid height was determined by GEOID03.
 EG0369
 EG0369.The dynamic height is computed by dividing the NAVD 88
 EG0369.geopotential number by the normal gravity value computed on the
 EG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0369.degrees latitude (g = 980.6199 gals.).
 EG0369
 EG0369.The modeled gravity was interpolated from observed gravity values.
 EG0369
 EG0369;                    North         East    Units  Estimated Accuracy
 EG0369;SPC MS E     -   513,230.      357,170.      MT  (+/- 180 meters Scaled)
 EG0369
 EG0369                          SUPERSEDED SURVEY CONTROL
 EG0369
 EG0369  NGVD 29 (??/??/92)  136.612  (m)          448.20   (f) ADJ UNCH    2 0
 EG0369
 EG0369.Superseded values are not recommended for survey control.
 EG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0369.See file dsdata.txt to determine how the superseded data were derived.
 EG0369
 EG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC880769(NAD 83)
 EG0369_MARKER: DB = BENCH MARK DISK
 EG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0369_STAMPING: J 176 1946
 EG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0369+STABILITY: SURFACE MOTION
 EG0369
 EG0369  HISTORY     - Date     Condition        Report By
 EG0369  HISTORY     - 1946     MONUMENTED       CGS
 EG0369
 EG0369                          STATION DESCRIPTION
 EG0369
 EG0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0369'14.9 MI SE FROM TREMONT.
 EG0369'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT TREMONT BY GOING 4.3
 EG0369'MILES SOUTH ALONG A GRAVEL ROAD TO SMITHVILLE, THENCE ABOUT 4.5 MILES
 EG0369'ALONG A GRAVEL ROAD KNOWN AS THE HOPEWELL COMMUNITY ROAD TO THE
 EG0369'HOPEWELL CHURCH, THENCE ABOUT 4.5 MILES SOUTH TO A T ROAD, THENCE 1.6
 EG0369'MILES EAST.  THE MARK IS AT THE J.L. WILSON PLACE, 35 FEET SOUTHWEST
 EG0369'OF THE CENTER OF THE ROAD, 16 FEET SOUTHEAST OF THE NORTH CORNER OF A
 EG0369'SHED, 6.5 FEET NORTHWEST OF THE NORTH CORNER OF A BLACKSMITH SHOP, 2
 EG0369'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0478 ***********************************************************************
 DJ0478  DESIGNATION -  J 177
 DJ0478  PID         -  DJ0478
 DJ0478  STATE/COUNTY-  MS/NOXUBEE
 DJ0478  USGS QUAD   -  MC LEOD (1973)
 DJ0478
 DJ0478                         *CURRENT SURVEY CONTROL
 DJ0478  ___________________________________________________________________
 DJ0478* NAD 83(1986)-  33 07 12.     (N)    088 24 04.     (W)     SCALED    
 DJ0478* NAVD 88     -        67.511  (meters)     221.49   (feet)  ADJUSTED  
 DJ0478  ___________________________________________________________________
 DJ0478  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DJ0478  DYNAMIC HT  -          67.437 (meters)     221.25  (feet)  COMP
 DJ0478  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 DJ0478
 DJ0478  VERT ORDER  -  SECOND    CLASS 0
 DJ0478
 DJ0478.The horizontal coordinates were scaled from a topographic map and have
 DJ0478.an estimated accuracy of +/- 6 seconds.
 DJ0478
 DJ0478.The orthometric height was determined by differential leveling
 DJ0478.and adjusted in June 1991.
 DJ0478
 DJ0478.The geoid height was determined by GEOID03.
 DJ0478
 DJ0478.The dynamic height is computed by dividing the NAVD 88
 DJ0478.geopotential number by the normal gravity value computed on the
 DJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0478.degrees latitude (g = 980.6199 gals.).
 DJ0478
 DJ0478.The modeled gravity was interpolated from observed gravity values.
 DJ0478
 DJ0478;                    North         East    Units  Estimated Accuracy
 DJ0478;SPC MS E     -   401,430.      340,340.      MT  (+/- 180 meters Scaled)
 DJ0478
 DJ0478                          SUPERSEDED SURVEY CONTROL
 DJ0478
 DJ0478  NGVD 29 (??/??/92)   67.476  (m)          221.38   (f) ADJ UNCH    2 0
 DJ0478
 DJ0478.Superseded values are not recommended for survey control.
 DJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0478.See file dsdata.txt to determine how the superseded data were derived.
 DJ0478
 DJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB692654(NAD 83)
 DJ0478_MARKER: DB = BENCH MARK DISK
 DJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0478_STAMPING: J 177 1946
 DJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0478+STABILITY: SURFACE MOTION
 DJ0478
 DJ0478  HISTORY     - Date     Condition        Report By
 DJ0478  HISTORY     - 1946     MONUMENTED       CGS
 DJ0478  HISTORY     - 1963     GOOD             MSHD
 DJ0478
 DJ0478                          STATION DESCRIPTION
 DJ0478
 DJ0478'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0478'2.40 MI SW FROM PRAIRIE POINT.
 DJ0478'TO REACH THE MARK FROM THE POST OFFICE IN PRAIRIE POINT GO WEST 0.55
 DJ0478'MILE TO A SIDE ROAD LEFT, TURN LEFT, SOUTH AND GO 1.8 MILES TO THE
 DJ0478'MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH
 DJ0478'SQUARE CONCRETE POST.  IT IS 94 FEET SOUTHEAST OF A POWERLINE POLE
 DJ0478'WITH TRANSFORMER, 55 FEET EAST OF A CONCRETE CATTLE GUARD AT THE
 DJ0478'PRAIRIE POINT FARM, 22 FEET EAST OF THE CENTER OF THE ROAD, ABOUT
 DJ0478'LEVEL WITH THE ROAD, AND PROJECTS 4 INCHES.  A METAL WITNESS POST WAS
 DJ0478'SET 1.0 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0207 ***********************************************************************
 DJ0207  DESIGNATION -  J 178
 DJ0207  PID         -  DJ0207
 DJ0207  STATE/COUNTY-  MS/MONROE
 DJ0207  USGS QUAD   -  HAMILTON (1987)
 DJ0207
 DJ0207                         *CURRENT SURVEY CONTROL
 DJ0207  ___________________________________________________________________
 DJ0207* NAD 83(1986)-  33 44 55.     (N)    088 26 49.     (W)     SCALED    
 DJ0207* NAVD 88     -        68.715  (meters)     225.44   (feet)  ADJUSTED  
 DJ0207  ___________________________________________________________________
 DJ0207  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ0207  DYNAMIC HT  -          68.644 (meters)     225.21  (feet)  COMP
 DJ0207  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DJ0207
 DJ0207  VERT ORDER  -  SECOND    CLASS 0
 DJ0207
 DJ0207.The horizontal coordinates were scaled from a topographic map and have
 DJ0207.an estimated accuracy of +/- 6 seconds.
 DJ0207
 DJ0207.The orthometric height was determined by differential leveling
 DJ0207.and adjusted in June 1991.
 DJ0207
 DJ0207.The geoid height was determined by GEOID03.
 DJ0207
 DJ0207.The dynamic height is computed by dividing the NAVD 88
 DJ0207.geopotential number by the normal gravity value computed on the
 DJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0207.degrees latitude (g = 980.6199 gals.).
 DJ0207
 DJ0207.The modeled gravity was interpolated from observed gravity values.
 DJ0207
 DJ0207;                    North         East    Units  Estimated Accuracy
 DJ0207;SPC MS E     -   471,130.      335,800.      MT  (+/- 180 meters Scaled)
 DJ0207
 DJ0207                          SUPERSEDED SURVEY CONTROL
 DJ0207
 DJ0207  NGVD 29 (??/??/92)   68.698  (m)          225.39   (f) ADJ UNCH    2 0
 DJ0207
 DJ0207.Superseded values are not recommended for survey control.
 DJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0207.See file dsdata.txt to determine how the superseded data were derived.
 DJ0207
 DJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659352(NAD 83)
 DJ0207_MARKER: DB = BENCH MARK DISK
 DJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0207_STAMPING: J 178 1946
 DJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0207+STABILITY: SURFACE MOTION
 DJ0207
 DJ0207  HISTORY     - Date     Condition        Report By
 DJ0207  HISTORY     - 1946     MONUMENTED       CGS
 DJ0207  HISTORY     - 1963     GOOD             MSHD
 DJ0207
 DJ0207                          STATION DESCRIPTION
 DJ0207
 DJ0207'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0207'8.6 MI SE FROM ABERDEEN.
 DJ0207'TO REACH FROM THE POST OFFICE IN ABERDEEN, GO SOUTH ALONG U. S.
 DJ0207'HIGHWAY 45 FOR 8.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0207'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS 120 FEET
 DJ0207'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 80 FEET NORTHEAST
 DJ0207'OF THE CENTER OF THE HIGHWAY, 25 FEET NORTHEAST OF THE CENTER OF A
 DJ0207'DRIVEWAY LEADING TO THE HOUSE, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ0207'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE
 DJ0207'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0265 ***********************************************************************
 DJ0265  DESIGNATION -  J 178 RESET 1964
 DJ0265  PID         -  DJ0265
 DJ0265  STATE/COUNTY-  MS/MONROE
 DJ0265  USGS QUAD   -  HAMILTON (1987)
 DJ0265
 DJ0265                         *CURRENT SURVEY CONTROL
 DJ0265  ___________________________________________________________________
 DJ0265* NAD 83(1986)-  33 44 52.     (N)    088 26 50.     (W)     SCALED    
 DJ0265* NAVD 88     -        68.872  (meters)     225.96   (feet)  ADJUSTED  
 DJ0265  ___________________________________________________________________
 DJ0265  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DJ0265  DYNAMIC HT  -          68.801 (meters)     225.72  (feet)  COMP
 DJ0265  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 DJ0265
 DJ0265  VERT ORDER  -  SECOND    CLASS 0
 DJ0265
 DJ0265.The horizontal coordinates were scaled from a topographic map and have
 DJ0265.an estimated accuracy of +/- 6 seconds.
 DJ0265
 DJ0265.The orthometric height was determined by differential leveling
 DJ0265.and adjusted in June 1991.
 DJ0265
 DJ0265.The geoid height was determined by GEOID03.
 DJ0265
 DJ0265.The dynamic height is computed by dividing the NAVD 88
 DJ0265.geopotential number by the normal gravity value computed on the
 DJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0265.degrees latitude (g = 980.6199 gals.).
 DJ0265
 DJ0265.The modeled gravity was interpolated from observed gravity values.
 DJ0265
 DJ0265;                    North         East    Units  Estimated Accuracy
 DJ0265;SPC MS E     -   471,040.      335,770.      MT  (+/- 180 meters Scaled)
 DJ0265
 DJ0265                          SUPERSEDED SURVEY CONTROL
 DJ0265
 DJ0265  NGVD 29 (??/??/92)   68.855  (m)          225.90   (f) ADJ UNCH    2 0
 DJ0265
 DJ0265.Superseded values are not recommended for survey control.
 DJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0265.See file dsdata.txt to determine how the superseded data were derived.
 DJ0265
 DJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC659351(NAD 83)
 DJ0265_MARKER: DD = SURVEY DISK
 DJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0265_STAMPING: J 176 RESET 1964
 DJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0265+STABILITY: SURFACE MOTION
 DJ0265
 DJ0265  HISTORY     - Date     Condition        Report By
 DJ0265  HISTORY     - 1964     MONUMENTED       MSHD
 DJ0265
 DJ0265                          STATION DESCRIPTION
 DJ0265
 DJ0265'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0265'0.75 MI N FROM HAMILTON.
 DJ0265'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO NORTH ON U. S.
 DJ0265'HIGHWAY 45 FOR 0.75 MILE TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0265'SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST.  IT IS 47.1 FEET
 DJ0265'WEST OF THE CENTERLINE OF THE HIGHWAY, 32.7 FEET SOUTH OF A
 DJ0265'RIGHT-OF-WAY MARKER, 31.7 FEET NORTH OF A 4 INCH CEDAR, ABOUT LEVEL
 DJ0265'WITH THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS
 DJ0265'SET 2 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0025 ***********************************************************************
 DJ0025  DESIGNATION -  J 179
 DJ0025  PID         -  DJ0025
 DJ0025  STATE/COUNTY-  MS/MONROE
 DJ0025  USGS QUAD   -  AMORY SW (1992)
 DJ0025
 DJ0025                         *CURRENT SURVEY CONTROL
 DJ0025  ___________________________________________________________________
 DJ0025* NAD 83(1986)-  33 47 54.     (N)    088 24 46.     (W)     SCALED    
 DJ0025* NAVD 88     -       105.278  (meters)     345.40   (feet)  ADJUSTED  
 DJ0025  ___________________________________________________________________
 DJ0025  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DJ0025  DYNAMIC HT  -         105.170 (meters)     345.05  (feet)  COMP
 DJ0025  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DJ0025
 DJ0025  VERT ORDER  -  SECOND    CLASS 0
 DJ0025
 DJ0025.The horizontal coordinates were scaled from a topographic map and have
 DJ0025.an estimated accuracy of +/- 6 seconds.
 DJ0025
 DJ0025.The orthometric height was determined by differential leveling
 DJ0025.and adjusted in June 1991.
 DJ0025
 DJ0025.The geoid height was determined by GEOID03.
 DJ0025
 DJ0025.The dynamic height is computed by dividing the NAVD 88
 DJ0025.geopotential number by the normal gravity value computed on the
 DJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0025.degrees latitude (g = 980.6199 gals.).
 DJ0025
 DJ0025.The modeled gravity was interpolated from observed gravity values.
 DJ0025
 DJ0025;                    North         East    Units  Estimated Accuracy
 DJ0025;SPC MS E     -   476,660.      338,940.      MT  (+/- 180 meters Scaled)
 DJ0025
 DJ0025                          SUPERSEDED SURVEY CONTROL
 DJ0025
 DJ0025  NGVD 29 (??/??/92)  105.240  (m)          345.27   (f) ADJ UNCH    2 0
 DJ0025
 DJ0025.Superseded values are not recommended for survey control.
 DJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0025.See file dsdata.txt to determine how the superseded data were derived.
 DJ0025
 DJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC692406(NAD 83)
 DJ0025_MARKER: DB = BENCH MARK DISK
 DJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0025_STAMPING: J 179 1946
 DJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0025+STABILITY: SURFACE MOTION
 DJ0025
 DJ0025  HISTORY     - Date     Condition        Report By
 DJ0025  HISTORY     - 1946     MONUMENTED       CGS
 DJ0025  HISTORY     - 1963     GOOD             MSHD
 DJ0025
 DJ0025                          STATION DESCRIPTION
 DJ0025
 DJ0025'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0025'8.2 MI SE FROM ABERDEEN.
 DJ0025'TO REACH FROM THE POST OFFICE IN ABERDEEN GO SOUTHEAST ALONG U. S.
 DJ0025'HIGHWAY 45 FOR 4.9 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST, AND GO
 DJ0025'3.3 MILES ALONG A BLACK TOP ROAD TO THE MARK ON THE RIGHT.  THE MARK
 DJ0025'IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  IT IS 35
 DJ0025'FEET EAST OF THE INTERSECTION OF THE MAIN ROAD AND A PRIVATE DRIVEWAY,
 DJ0025'25 FEETT SOUTHEAST OF THE CENTER OF THE MAIN ROAD, 17 FEET SOUTHWEST
 DJ0025'OF A TELEPHONELINE POLE, 2.0 FEET EAST OF A TELEPHONELINE POLE, 1 FOOT
 DJ0025'ABOVE THE LEVEL OF THE ROAD, AND IS FLUSH WITH THE GROUND. A METAL
 DJ0025'WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1239 ***********************************************************************
 BH1239  DESIGNATION -  J 18 RESET 1965
 BH1239  PID         -  BH1239
 BH1239  STATE/COUNTY-  MS/HANCOCK
 BH1239  USGS QUAD   -  NICHOLSON (1993)
 BH1239
 BH1239                         *CURRENT SURVEY CONTROL
 BH1239  ___________________________________________________________________
 BH1239* NAD 83(1986)-  30 25 37.     (N)    089 38 42.     (W)     SCALED    
 BH1239* NAVD 88     -        10.23   (+/-2cm)      33.6    (feet)  VERTCON   
 BH1239  ___________________________________________________________________
 BH1239  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BH1239  VERT ORDER  -  THIRD (See Below)
 BH1239
 BH1239.The horizontal coordinates were scaled from a topographic map and have
 BH1239.an estimated accuracy of +/- 6 seconds.
 BH1239
 BH1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1239.The vertical order pertains to the NGVD 29 superseded value.
 BH1239
 BH1239.The geoid height was determined by GEOID03.
 BH1239
 BH1239;                    North         East    Units  Estimated Accuracy
 BH1239;SPC MS E     -   103,030.      222,030.      MT  (+/- 180 meters Scaled)
 BH1239
 BH1239                          SUPERSEDED SURVEY CONTROL
 BH1239
 BH1239  NGVD 29 (??/??/??)   10.23   (m)           33.6    (f) RESET       3  
 BH1239
 BH1239.Superseded values are not recommended for survey control.
 BH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1239.See file dsdata.txt to determine how the superseded data were derived.
 BH1239
 BH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU459690(NAD 83)
 BH1239_MARKER: DB = BENCH MARK DISK
 BH1239_SETTING: 0 = UNSPECIFIED SETTING
 BH1239_STAMPING: J 18 RESET 1965
 BH1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1239
 BH1239  HISTORY     - Date     Condition        Report By
 BH1239  HISTORY     - 1965     MONUMENTED       CGS
 BH1239  HISTORY     - 1974     MARK NOT FOUND   MSHD
 BH1239
 BH1239                          STATION DESCRIPTION
 BH1239
 BH1239'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974
 BH1239'9.85 MI N FROM WESTONIA.
 BH1239'THE MARK IS LOCATED 9.85 MILES NORTH ALONG STATE HIGHWAY 43 FROM ITS
 BH1239'JUNCTION WITH STATE HIGHWAY 604 AT WESTONIA, NEAR THE SOUTH LEG OF A
 BH1239'TRIANGLE FORMED BY STATE HIGHWAY 43 AND OLD U.S. HIGHWAY 11 AT ST.
 BH1239'ROSE, 92 FEET NE OF THE JUNCTION OF THE ROADS AT THE SE CORNER OF THE
 BH1239'TRIANGLE, 0.25 MILE SOUTH OF A ROAD LEADING EAST, 2 FEET EAST OF A
 BH1239'METAL WITNESS POST.  A STANDARD DISK, STAMPED J 18 RESET 1965,
 BH1239'PROJECTS 2-9 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1051 ***********************************************************************
 DJ1051  DESIGNATION -  J 180
 DJ1051  PID         -  DJ1051
 DJ1051  STATE/COUNTY-  MS/CLAY
 DJ1051  USGS QUAD   -  STRONG (1987)
 DJ1051
 DJ1051                         *CURRENT SURVEY CONTROL
 DJ1051  ___________________________________________________________________
 DJ1051* NAD 83(1986)-  33 38 34.     (N)    088 31 12.     (W)     SCALED    
 DJ1051* NAVD 88     -        71.756  (meters)     235.42   (feet)  ADJUSTED  
 DJ1051  ___________________________________________________________________
 DJ1051  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ1051  DYNAMIC HT  -          71.681 (meters)     235.17  (feet)  COMP
 DJ1051  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DJ1051
 DJ1051  VERT ORDER  -  SECOND    CLASS 0
 DJ1051
 DJ1051.The horizontal coordinates were scaled from a topographic map and have
 DJ1051.an estimated accuracy of +/- 6 seconds.
 DJ1051
 DJ1051.The orthometric height was determined by differential leveling
 DJ1051.and adjusted in June 1991.
 DJ1051
 DJ1051.The geoid height was determined by GEOID03.
 DJ1051
 DJ1051.The dynamic height is computed by dividing the NAVD 88
 DJ1051.geopotential number by the normal gravity value computed on the
 DJ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1051.degrees latitude (g = 980.6199 gals.).
 DJ1051
 DJ1051.The modeled gravity was interpolated from observed gravity values.
 DJ1051
 DJ1051;                    North         East    Units  Estimated Accuracy
 DJ1051;SPC MS E     -   459,370.      329,070.      MT  (+/- 180 meters Scaled)
 DJ1051
 DJ1051                          SUPERSEDED SURVEY CONTROL
 DJ1051
 DJ1051  NGVD 29 (??/??/92)   71.732  (m)          235.34   (f) ADJ UNCH    2 0
 DJ1051
 DJ1051.Superseded values are not recommended for survey control.
 DJ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1051.See file dsdata.txt to determine how the superseded data were derived.
 DJ1051
 DJ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC590235(NAD 83)
 DJ1051_MARKER: DB = BENCH MARK DISK
 DJ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1051_STAMPING: J 180 1946
 DJ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1051+STABILITY: SURFACE MOTION
 DJ1051
 DJ1051  HISTORY     - Date     Condition        Report By
 DJ1051  HISTORY     - 1946     MONUMENTED       CGS
 DJ1051  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ1051
 DJ1051                          STATION DESCRIPTION
 DJ1051
 DJ1051'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1051'8.2 MI SE FROM STRONGS.
 DJ1051'ABOUT 4.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DJ1051'STRONG, THENCE ABOUT 3.7 MILES SOUTH ALONG A ROAD LEADING TO BARTONS
 DJ1051'FERRY LANDING, 22 FEET SOUTHWEST OF AND ABOUT 1 FOOT LOWER THAN THE
 DJ1051'CENTERLINE OF THE ROAD, 13 FEET SOUTHEAST OF AN 18 INCH PINE TREE, 9
 DJ1051'FEET NORTHWEST OF A 15 INCH PINE TREE, 1 FOOT NORTHEAST OF A WIRE
 DJ1051'FENCE, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST.  A DISK SET IN THE
 DJ1051'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0312 ***********************************************************************
 DJ0312  DESIGNATION -  J 181
 DJ0312  PID         -  DJ0312
 DJ0312  STATE/COUNTY-  MS/LOWNDES
 DJ0312  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0312
 DJ0312                         *CURRENT SURVEY CONTROL
 DJ0312  ___________________________________________________________________
 DJ0312* NAD 83(1986)-  33 30 57.     (N)    088 22 49.     (W)     SCALED    
 DJ0312* NAVD 88     -        53.336  (meters)     174.99   (feet)  ADJUSTED  
 DJ0312  ___________________________________________________________________
 DJ0312  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0312  DYNAMIC HT  -          53.279 (meters)     174.80  (feet)  COMP
 DJ0312  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DJ0312
 DJ0312  VERT ORDER  -  SECOND    CLASS 0
 DJ0312
 DJ0312.The horizontal coordinates were scaled from a topographic map and have
 DJ0312.an estimated accuracy of +/- 6 seconds.
 DJ0312
 DJ0312.The orthometric height was determined by differential leveling
 DJ0312.and adjusted in June 1991.
 DJ0312
 DJ0312.The geoid height was determined by GEOID03.
 DJ0312
 DJ0312.The dynamic height is computed by dividing the NAVD 88
 DJ0312.geopotential number by the normal gravity value computed on the
 DJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0312.degrees latitude (g = 980.6199 gals.).
 DJ0312
 DJ0312.The modeled gravity was interpolated from observed gravity values.
 DJ0312
 DJ0312;                    North         East    Units  Estimated Accuracy
 DJ0312;SPC MS E     -   445,340.      342,090.      MT  (+/- 180 meters Scaled)
 DJ0312
 DJ0312                          SUPERSEDED SURVEY CONTROL
 DJ0312
 DJ0312  NGVD 29 (??/??/92)   53.32   (m)          174.9    (f) COMPUTED    2 0
 DJ0312
 DJ0312.Superseded values are not recommended for survey control.
 DJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0312.See file dsdata.txt to determine how the superseded data were derived.
 DJ0312
 DJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC718093(NAD 83)
 DJ0312_MARKER: DB = BENCH MARK DISK
 DJ0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0312_SP_SET: CULVERT
 DJ0312_STAMPING: J 181 RESET 1959
 DJ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0312
 DJ0312  HISTORY     - Date     Condition        Report By
 DJ0312  HISTORY     - 1959     MONUMENTED       CGS
 DJ0312  HISTORY     - 1971     GOOD             NGS
 DJ0312
 DJ0312                          STATION DESCRIPTION
 DJ0312
 DJ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DJ0312'3.4 MI NE FROM COLUMBUS.
 DJ0312'TO REACH THIS MARK FROM THE POST OFFICE IN COLUMBUS, GO EAST ON U.S.
 DJ0312'HIGHWAY 82 FOR 1.25 MILES TO THE JUNCTION WITH 22ND STREET NORTH, TURN
 DJ0312'LEFT AND GO NORTH 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY 50,
 DJ0312'TURN RIGHT AND GO NORTH AND EAST FOR 1.65 MILES TO THE ENTRANCE TO THE
 DJ0312'MASONIC HOME, CONTINUE EAST FOR 0.45 MILE TO A STREET LEADING SOUTH
 DJ0312'AND A CONCRETE CULVERT UNDER STATE HIGHWAY 50.  IT IS IN FRONT OF THE
 DJ0312'BOYD SHELTON HOME ON THE NORTH AND THE GENE WOOD HOME TO THE
 DJ0312'SOUTHEAST, 24 FEET SOUTH OF A 3 FOOT CEDAR TREE, 52 FEET EAST OF THE
 DJ0312'CENTER OF THE DRIVEWAY TO THE SHELTON HOME, AND SET IN A DRILL HOLE IN
 DJ0312'THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 10-FOOT CONCRETE
 DJ0312'CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0313 ***********************************************************************
 DJ0313  DESIGNATION -  J 181 RESET 1959
 DJ0313  PID         -  DJ0313
 DJ0313  STATE/COUNTY-  MS/LOWNDES
 DJ0313  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0313
 DJ0313                         *CURRENT SURVEY CONTROL
 DJ0313  ___________________________________________________________________
 DJ0313* NAD 83(1986)-  33 30 57.     (N)    088 22 50.     (W)     SCALED    
 DJ0313* NAVD 88     -        53.963  (meters)     177.04   (feet)  ADJUSTED  
 DJ0313  ___________________________________________________________________
 DJ0313  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DJ0313  DYNAMIC HT  -          53.906 (meters)     176.86  (feet)  COMP
 DJ0313  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DJ0313
 DJ0313  VERT ORDER  -  SECOND    CLASS 0
 DJ0313
 DJ0313.The horizontal coordinates were scaled from a topographic map and have
 DJ0313.an estimated accuracy of +/- 6 seconds.
 DJ0313
 DJ0313.The orthometric height was determined by differential leveling
 DJ0313.and adjusted in June 1991.
 DJ0313
 DJ0313.The geoid height was determined by GEOID03.
 DJ0313
 DJ0313.The dynamic height is computed by dividing the NAVD 88
 DJ0313.geopotential number by the normal gravity value computed on the
 DJ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0313.degrees latitude (g = 980.6199 gals.).
 DJ0313
 DJ0313.The modeled gravity was interpolated from observed gravity values.
 DJ0313
 DJ0313;                    North         East    Units  Estimated Accuracy
 DJ0313;SPC MS E     -   445,340.      342,060.      MT  (+/- 180 meters Scaled)
 DJ0313
 DJ0313                          SUPERSEDED SURVEY CONTROL
 DJ0313
 DJ0313  NGVD 29 (??/??/92)   53.925  (m)          176.92   (f) ADJ UNCH    2 0
 DJ0313
 DJ0313.Superseded values are not recommended for survey control.
 DJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0313.See file dsdata.txt to determine how the superseded data were derived.
 DJ0313
 DJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC717093(NAD 83)
 DJ0313_MARKER: DB = BENCH MARK DISK
 DJ0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0313_SP_SET: CULVERT
 DJ0313_STAMPING: J 181 RESET 1959
 DJ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0313
 DJ0313  HISTORY     - Date     Condition        Report By
 DJ0313  HISTORY     - 1959     MONUMENTED       CGS
 DJ0313  HISTORY     - 1964     GOOD             MSHD
 DJ0313
 DJ0313                          STATION DESCRIPTION
 DJ0313
 DJ0313'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0313'2.2 MI NE FROM COLUMBUS.
 DJ0313'TO REACH FROM ST. LOUIS-SAN FRANCISCO RAILWAY STATION IN COLUMBUS GO
 DJ0313'NORTHEAST ON WATERWORKS ROAD (STATE HIGHWAY 50) 2.2 MILES TO THE MARK
 DJ0313'ON THE LEFT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN
 DJ0313'THE NORTHWEST HEADWALL OF A 3 FEET X 8 FEET CONCRETE BOX CULVERT, 66
 DJ0313'FEET EAST OF A POWERLINE POLE, 34.5 FEET EAST OF A 24 INCH SIDE DRAIN
 DJ0313'PIPE, 24 FEET SOUTH OF AN 18 INCH CEDAR TREE, 12 FEET NORTH OF THE
 DJ0313'CENTERLINE OF STATE HIGHWAY 50, AND 1 FOOT ABOVE THE LEVEL OF HIGHWAY
 DJ0313'50.  TIE TO LINE 14 MISS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0787 ***********************************************************************
 DJ0787  DESIGNATION -  J 182
 DJ0787  PID         -  DJ0787
 DJ0787  STATE/COUNTY-  MS/LOWNDES
 DJ0787  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0787
 DJ0787                         *CURRENT SURVEY CONTROL
 DJ0787  ___________________________________________________________________
 DJ0787* NAD 83(1986)-  33 22 07.     (N)    088 33 16.     (W)     SCALED    
 DJ0787* NAVD 88     -        73.539  (meters)     241.27   (feet)  POSTED    
 DJ0787  ___________________________________________________________________
 DJ0787  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ0787  DYNAMIC HT  -          73.460 (meters)     241.01  (feet)  COMP
 DJ0787  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DJ0787
 DJ0787  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DJ0787
 DJ0787.The horizontal coordinates were scaled from a topographic map and have
 DJ0787.an estimated accuracy of +/- 6 seconds.
 DJ0787
 DJ0787.The orthometric height was determined by differential leveling
 DJ0787.and adjusted by the  in 1992.
 DJ0787.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DJ0787.rate of 4.1 thru 8.0 mm/km.
 DJ0787
 DJ0787.The geoid height was determined by GEOID03.
 DJ0787
 DJ0787.The dynamic height is computed by dividing the NAVD 88
 DJ0787.geopotential number by the normal gravity value computed on the
 DJ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0787.degrees latitude (g = 980.6199 gals.).
 DJ0787
 DJ0787.The modeled gravity was interpolated from observed gravity values.
 DJ0787
 DJ0787;                    North         East    Units  Estimated Accuracy
 DJ0787;SPC MS E     -   428,950.      325,950.      MT  (+/- 180 meters Scaled)
 DJ0787
 DJ0787                          SUPERSEDED SURVEY CONTROL
 DJ0787
 DJ0787  NGVD 29 (??/??/92)   73.520  (m)          241.21   (f) ADJ UNCH    2 0
 DJ0787
 DJ0787.Superseded values are not recommended for survey control.
 DJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0787.See file dsdata.txt to determine how the superseded data were derived.
 DJ0787
 DJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB553932(NAD 83)
 DJ0787_MARKER: DB = BENCH MARK DISK
 DJ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0787_STAMPING: J 182 1946
 DJ0787_MARK LOGO: CGS   
 DJ0787_PROJECTION: FLUSH
 DJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0787+STABILITY: SURFACE MOTION
 DJ0787
 DJ0787  HISTORY     - Date     Condition        Report By
 DJ0787  HISTORY     - 1946     MONUMENTED       CGS
 DJ0787  HISTORY     - 1963     GOOD             MSHD
 DJ0787  HISTORY     - 1983     GOOD             NGS
 DJ0787
 DJ0787                          STATION DESCRIPTION
 DJ0787
 DJ0787'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0787'4.95 MI NE FROM PENN.
 DJ0787'TO REACH FROM THE GULF, MOBILE AND OHIO RAILROAD STATION IN PENN, GO
 DJ0787'NORTH ON A GRAVEL ROAD 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 DJ0787'EAST, AND GO 2.7 MILES TO A CROSSROAD AND THE PERRY GROVE CHURCH,
 DJ0787'CONTINUE EAST 2.25 MILES TO A HOUSE WITH AN IRON FENCE AROUND IT AND
 DJ0787'THE MARK ON THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF AN 8-INCH
 DJ0787'SQUARE CONCRETE POST, 121 FEET SOUTH OF THE CENTER OF THE ROAD, 64
 DJ0787'FEET NORTHWEST OF THE CENTER OF THE FRONT YARD GATE, 38 FEET NORTH OF
 DJ0787'A 48-INCH HACKBERRY TREE, 19 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 DJ0787'110 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, ABOUT LEVEL WITH
 DJ0787'THE ROAD AND PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 1.0 FOOT
 DJ0787'OF THE MARK.
 DJ0787
 DJ0787                          STATION RECOVERY (1983)
 DJ0787
 DJ0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0787'RECOVERED IN GOOD CONDITION.  OLD RAILROAD STATION IS GONE.  NEW
 DJ0787'DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) EAST ALONG A BLACKTOP STREET
 DJ0787'FROM THE POST OFFICE IN CRAWFORD, THENCE 7.2 KM (4.5 MI) NORTHWEST
 DJ0787'ALONG U.S. HIGHWAY 45 ALTERNATE, THENCE 0.4 KM (0.25 MI) EAST ALONG A
 DJ0787'PAVED ROAD TO THE GUARD GATE AT THE TXI UNITED CEMENT COMPANY (GET
 DJ0787'PERMISSION FROM THE SUPERINTENDENT THROUGH THE GUARD ATTENDENT),
 DJ0787'THENCE 0.4 KM (0.25 MI) EAST AND NORTHEAST ALONG A PAVED THEN GRAVELED
 DJ0787'ROAD (PASSING UNDER THE EAST END OF A METAL COVERED CONVEYOR BELT),
 DJ0787'THENCE 0.4 KM (0.25 MI) NORTH ALONG A GRAVELED ROAD, THENCE 7.5 KM
 DJ0787'(4.65 MI) EAST ALONG THE GRAVELED ROAD, AT A LARGE HOUSE WITH AN OLD
 DJ0787'IRON FENCE AROUND IT AND A CIRCLE DRIVEWAY, 36.88 METERS (121.0 FT)
 DJ0787'SOUTH OF THE CENTER OF THE ROAD, 33.52 METERS (110.0 FT) NORTH OF THE
 DJ0787'NORTHWEST CORNER OF THE HOUSE, 19.50 METERS (64.0 FT) NORTHWEST OF THE
 DJ0787'CENTER OF THE FRONT YARD GATE, AND 5.79 METERS (19.0 FT) EAST OF THE
 DJ0787'CENTER OF THE WEST ENTRANCE OF THE CIRCLE DRIVEWAY.  NOT LEVELED TO AT
 DJ0787'THIS TIME.
 DJ0787'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DJ0787'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0009 ***********************************************************************
 CO0009  DESIGNATION -  J 183
 CO0009  PID         -  CO0009
 CO0009  STATE/COUNTY-  MS/KEMPER
 CO0009  USGS QUAD   -  PORTERVILLE (1987)
 CO0009
 CO0009                         *CURRENT SURVEY CONTROL
 CO0009  ___________________________________________________________________
 CO0009* NAD 83(1986)-  32 39 25.     (N)    088 27 55.     (W)     SCALED    
 CO0009* NAVD 88     -        54.883  (meters)     180.06   (feet)  ADJUSTED  
 CO0009  ___________________________________________________________________
 CO0009  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CO0009  DYNAMIC HT  -          54.820 (meters)     179.86  (feet)  COMP
 CO0009  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CO0009
 CO0009  VERT ORDER  -  FIRST     CLASS II
 CO0009
 CO0009.The horizontal coordinates were scaled from a topographic map and have
 CO0009.an estimated accuracy of +/- 6 seconds.
 CO0009
 CO0009.The orthometric height was determined by differential leveling
 CO0009.and adjusted in June 1991.
 CO0009
 CO0009.The geoid height was determined by GEOID03.
 CO0009
 CO0009.The dynamic height is computed by dividing the NAVD 88
 CO0009.geopotential number by the normal gravity value computed on the
 CO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0009.degrees latitude (g = 980.6199 gals.).
 CO0009
 CO0009.The modeled gravity was interpolated from observed gravity values.
 CO0009
 CO0009;                    North         East    Units  Estimated Accuracy
 CO0009;SPC MS E     -   350,060.      334,530.      MT  (+/- 180 meters Scaled)
 CO0009
 CO0009                          SUPERSEDED SURVEY CONTROL
 CO0009
 CO0009  NGVD 29 (??/??/92)   54.865  (m)          180.00   (f) ADJ UNCH    1 2
 CO0009
 CO0009.Superseded values are not recommended for survey control.
 CO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0009.See file dsdata.txt to determine how the superseded data were derived.
 CO0009
 CO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB625142(NAD 83)
 CO0009_MARKER: DB = BENCH MARK DISK
 CO0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0009_SP_SET: CULVERT
 CO0009_STAMPING: J 183 1946
 CO0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0009
 CO0009  HISTORY     - Date     Condition        Report By
 CO0009  HISTORY     - 1946     MONUMENTED       CGS
 CO0009  HISTORY     - 1983     MARK NOT FOUND   NGS
 CO0009
 CO0009                          STATION DESCRIPTION
 CO0009
 CO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0009'0.1 MI NW FROM NARKEETA STATION.
 CO0009'0.1 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 CO0009'NARKEETA STATION, KEMPER COUNTY, 435 FEET NORTHWEST OF A WATER TANK,
 CO0009'AT A CULVERT, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST 12-FOOT
 CO0009'HEADWALL, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 2 FEET LOWER
 CO0009'THAN THE TRACK.
 CO0009
 CO0009                          STATION RECOVERY (1983)
 CO0009
 CO0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0009'NOT RECOVERED, NOT SEARCHED FOR, INACCESSIBLE THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0471 ***********************************************************************
 DJ0471  DESIGNATION -  J 184
 DJ0471  PID         -  DJ0471
 DJ0471  STATE/COUNTY-  MS/NOXUBEE
 DJ0471  USGS QUAD   -  MACON (1982)
 DJ0471
 DJ0471                         *CURRENT SURVEY CONTROL
 DJ0471  ___________________________________________________________________
 DJ0471* NAD 83(1986)-  33 00 54.     (N)    088 30 11.     (W)     SCALED    
 DJ0471* NAVD 88     -        56.018  (meters)     183.79   (feet)  ADJUSTED  
 DJ0471  ___________________________________________________________________
 DJ0471  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DJ0471  DYNAMIC HT  -          55.956 (meters)     183.58  (feet)  COMP
 DJ0471  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DJ0471
 DJ0471  VERT ORDER  -  SECOND    CLASS 0
 DJ0471
 DJ0471.The horizontal coordinates were scaled from a topographic map and have
 DJ0471.an estimated accuracy of +/- 6 seconds.
 DJ0471
 DJ0471.The orthometric height was determined by differential leveling
 DJ0471.and adjusted in June 1991.
 DJ0471
 DJ0471.The geoid height was determined by GEOID03.
 DJ0471
 DJ0471.The dynamic height is computed by dividing the NAVD 88
 DJ0471.geopotential number by the normal gravity value computed on the
 DJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0471.degrees latitude (g = 980.6199 gals.).
 DJ0471
 DJ0471.The modeled gravity was interpolated from observed gravity values.
 DJ0471
 DJ0471;                    North         East    Units  Estimated Accuracy
 DJ0471;SPC MS E     -   389,750.      330,860.      MT  (+/- 180 meters Scaled)
 DJ0471
 DJ0471                          SUPERSEDED SURVEY CONTROL
 DJ0471
 DJ0471  NGVD 29 (??/??/92)   55.973  (m)          183.64   (f) ADJ UNCH    2 0
 DJ0471
 DJ0471.Superseded values are not recommended for survey control.
 DJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0471.See file dsdata.txt to determine how the superseded data were derived.
 DJ0471
 DJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB596539(NAD 83)
 DJ0471_MARKER: DB = BENCH MARK DISK
 DJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0471_STAMPING: J 184 1946
 DJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0471+STABILITY: SURFACE MOTION
 DJ0471
 DJ0471  HISTORY     - Date     Condition        Report By
 DJ0471  HISTORY     - 1946     MONUMENTED       CGS
 DJ0471
 DJ0471                          STATION DESCRIPTION
 DJ0471
 DJ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0471'5.15 MI NE FROM SHUQUALAK.
 DJ0471'5.15 MILES NORTHEAST ALONG THE ROAD TO PAULETTE FROM THE GULF, MOBILE
 DJ0471'AND OHIO RAILROAD STATION AT SHUQUALAK, 5.6 MILES WEST ALONG THIS ROAD
 DJ0471'FROM THE POST OFFICE AT PAULETTE, 0.85 MILE NORTHEAST OF A CHURCH, 0.5
 DJ0471'MILE SOUTHWEST OF A SECOND CHURCH, 66 FEET WEST OF A 2-FOOT OAK TREE,
 DJ0471'14 FEET EAST OF THE EAST GATE POST OF A GATE ACROSS A PRIVATE
 DJ0471'DRIVEWAY, 20 FEET SOUTH OF AND ABOUT 6-INCHES ABOVE THE CENTER OF THE
 DJ0471'ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND 2 FEET WEST OF A WHITE WOODEN
 DJ0471'WITNESS POST.  A STANDARD DISK, STAMPED J 184 1946 AND SET IN THE TOP
 DJ0471'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0003 ***********************************************************************
 CO0003  DESIGNATION -  J 185
 CO0003  PID         -  CO0003
 CO0003  STATE/COUNTY-  MS/LAUDERDALE
 CO0003  USGS QUAD   -  TAMOLA (1987)
 CO0003
 CO0003                         *CURRENT SURVEY CONTROL
 CO0003  ___________________________________________________________________
 CO0003* NAD 83(1986)-  32 34 12.     (N)    088 28 43.     (W)     SCALED    
 CO0003* NAVD 88     -        63.731  (meters)     209.09   (feet)  ADJUSTED  
 CO0003  ___________________________________________________________________
 CO0003  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CO0003  DYNAMIC HT  -          63.657 (meters)     208.85  (feet)  COMP
 CO0003  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CO0003
 CO0003  VERT ORDER  -  FIRST     CLASS II
 CO0003
 CO0003.The horizontal coordinates were scaled from a topographic map and have
 CO0003.an estimated accuracy of +/- 6 seconds.
 CO0003
 CO0003.The orthometric height was determined by differential leveling
 CO0003.and adjusted in June 1991.
 CO0003
 CO0003.The geoid height was determined by GEOID03.
 CO0003
 CO0003.The dynamic height is computed by dividing the NAVD 88
 CO0003.geopotential number by the normal gravity value computed on the
 CO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0003.degrees latitude (g = 980.6199 gals.).
 CO0003
 CO0003.The modeled gravity was interpolated from observed gravity values.
 CO0003
 CO0003;                    North         East    Units  Estimated Accuracy
 CO0003;SPC MS E     -   340,410.      333,310.      MT  (+/- 180 meters Scaled)
 CO0003
 CO0003                          SUPERSEDED SURVEY CONTROL
 CO0003
 CO0003  NGVD 29 (??/??/92)   63.726  (m)          209.07   (f) ADJ UNCH    1 2
 CO0003
 CO0003.Superseded values are not recommended for survey control.
 CO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0003.See file dsdata.txt to determine how the superseded data were derived.
 CO0003
 CO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB612045(NAD 83)
 CO0003_MARKER: DB = BENCH MARK DISK
 CO0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0003_SP_SET: CONCRETE POST
 CO0003_STAMPING: J 185 1946
 CO0003_MARK LOGO: CGS   
 CO0003_PROJECTION: FLUSH
 CO0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0003+STABILITY: SURFACE MOTION
 CO0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0003+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1990
 CO0003
 CO0003  HISTORY     - Date     Condition        Report By
 CO0003  HISTORY     - 1946     MONUMENTED       CGS
 CO0003  HISTORY     - 1964     GOOD             MSHD
 CO0003  HISTORY     - 1983     GOOD             NGS
 CO0003  HISTORY     - 19900222 GOOD             MSHD
 CO0003
 CO0003                          STATION DESCRIPTION
 CO0003
 CO0003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0003'4.0 MI NE FROM LAUDERDALE.
 CO0003'TO REACH THE MARK FROM THE POST OFFICE IN LAUDERDALE, GO NORTH ON U.S.
 CO0003'HIGHWAY 45 FOR 1.25 MILES TO A BLACK TOP ROAD ON THE RIGHT, TURN
 CO0003'RIGHT, NORTHEAST AND GO 2.85 MILES TO A DIRT ROAD ON THE RIGHT, TURN
 CO0003'RIGHT, EAST AND GO 0.15 MILE TO THE RAILROAD CROSSING AND THE MARK ON
 CO0003'THE LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 10-INCH SQUARE
 CO0003'CONCRETE POST.  IT IS 200 YARDS SOUTH OF A STATION ONE MILE SIGN, 180
 CO0003'YARDS SOUTH OF BRIDGE NO. 157.44, 50 FEET NORTH OF THE CENTERLINE OF
 CO0003'THE ROAD, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH OF
 CO0003'A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 CO0003'PROJECTS 3 INCHES.
 CO0003
 CO0003                          STATION RECOVERY (1983)
 CO0003
 CO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0003'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 CO0003'(1.3 MI) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN
 CO0003'LAUDERDALE, THENCE 4.4 KM (2.75 MI) NORTHEAST ALONG A PAVED ROAD,
 CO0003'THENCE 0.2 KM (0.15 MI) EAST ALONG A PAVED ROAD, AT THE CROSSING OF
 CO0003'THE ILLINOIS CENTRAL AND GULF RAILROAD TRACKS, 15.24 METERS (50.0 FT)
 CO0003'NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 11.43 METERS (37.5 FT)
 CO0003'EAST OF THE EAST RAIL.  NOT LEVELED TO AT THIS TIME.
 CO0003'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CO0003'THE MARK IS 0.3 M BELOW PAVED ROAD.
 CO0003
 CO0003                          STATION RECOVERY (1990)
 CO0003
 CO0003'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0003'MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF LAUDERDALE, IN THE
 CO0003'NORTHEAST ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK WITH
 CO0003'SETH COBB ROAD, 0.5 MI (0.8 KM) SOUTH OF THE LAUDERDALE-KEMPER COUNTY
 CO0003'LINE AND IS IN SECTION 5, T 8N, R 18E.
 CO0003'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAY 45 BYPASS AND OLD
 CO0003'HIGHWAY 45 AT THE WEST EDGE OF LAUDERDALE, GO NORTHEAST ON U.S.
 CO0003'HIGHWAY 45 FOR 1.55 MI (2.49 KM) TO A SIDE ROAD CONNECTING THE OLD
 CO0003'AND THE NEW HIGHWAY ON THE RIGHT, TURN RIGHT ONTO THE OLD HIGHWAY AND
 CO0003'GO NORTHEAST FOR 2.8 MI (4.5 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CO0003'GO EAST ON SETH COB ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE
 CO0003'LEFT JUST BEYOND THE RAILROAD TRACK.
 CO0003'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0003'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 3 INCHES,
 CO0003'43.5 FT (13.3 M) NORTH OF THE CENTER OF A PAVED ROAD, 33.5 FT
 CO0003'(10.2 M) EAST OF THE EAST RAIL, 10.5 FT (3.2 M) SOUTHWEST OF A POWER
 CO0003'POLE WITH GUY WIRES AND 1.5 FT (0.5 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0779 ***********************************************************************
 DJ0779  DESIGNATION -  J 186
 DJ0779  PID         -  DJ0779
 DJ0779  STATE/COUNTY-  MS/NOXUBEE
 DJ0779  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0779
 DJ0779                         *CURRENT SURVEY CONTROL
 DJ0779  ___________________________________________________________________
 DJ0779* NAD 83(1986)-  33 14 43.     (N)    088 33 53.     (W)     SCALED    
 DJ0779* NAVD 88     -        83.543  (meters)     274.09   (feet)  ADJUSTED  
 DJ0779  ___________________________________________________________________
 DJ0779  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0779  DYNAMIC HT  -          83.452 (meters)     273.79  (feet)  COMP
 DJ0779  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 DJ0779
 DJ0779  VERT ORDER  -  SECOND    CLASS 0
 DJ0779
 DJ0779.The horizontal coordinates were scaled from a topographic map and have
 DJ0779.an estimated accuracy of +/- 6 seconds.
 DJ0779
 DJ0779.The orthometric height was determined by differential leveling
 DJ0779.and adjusted in June 1991.
 DJ0779
 DJ0779.The geoid height was determined by GEOID03.
 DJ0779
 DJ0779.The dynamic height is computed by dividing the NAVD 88
 DJ0779.geopotential number by the normal gravity value computed on the
 DJ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0779.degrees latitude (g = 980.6199 gals.).
 DJ0779
 DJ0779.The modeled gravity was interpolated from observed gravity values.
 DJ0779
 DJ0779;                    North         East    Units  Estimated Accuracy
 DJ0779;SPC MS E     -   415,270.      325,030.      MT  (+/- 180 meters Scaled)
 DJ0779
 DJ0779                          SUPERSEDED SURVEY CONTROL
 DJ0779
 DJ0779  NGVD 29 (??/??/92)   83.514  (m)          274.00   (f) ADJ UNCH    2 0
 DJ0779
 DJ0779.Superseded values are not recommended for survey control.
 DJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0779.See file dsdata.txt to determine how the superseded data were derived.
 DJ0779
 DJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB542795(NAD 83)
 DJ0779_MARKER: DB = BENCH MARK DISK
 DJ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0779_STAMPING: J 186 1946
 DJ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0779+STABILITY: SURFACE MOTION
 DJ0779
 DJ0779  HISTORY     - Date     Condition        Report By
 DJ0779  HISTORY     - 1946     MONUMENTED       CGS
 DJ0779  HISTORY     - 1964     GOOD             MSHD
 DJ0779
 DJ0779                          STATION DESCRIPTION
 DJ0779
 DJ0779'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0779'1.65 MI NE FROM BROOKSVILLE.
 DJ0779'TO REACH FROM THE GULF, MOBILE AND OHIO RAILROAD STATION AT
 DJ0779'BROOKSVILLE, GO EAST 0.6 MILE ON A BLACKTOP STREET TO U. S. HIGHWAY
 DJ0779'45, TURN LEFT, NORTH AND GO 0.75 MILE ALONG HIGHWAY 45 TO A SIDE ROAD
 DJ0779'RIGHT, TURN RIGHT, EAST AND GO 0.3 MILE TO THE MARK ON THE LEFT.  THE
 DJ0779'MARK IS A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, 55
 DJ0779'FEET EAST OF A GAS LINE MARKER, 49 FEET WEST OF A FENCE CORNER, 39
 DJ0779'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTH OF A FENCE,
 DJ0779'27 FEET WEST OF THE CENTER OF AN OLD ROAD, 9 FEET SOUTHEAST OF A
 DJ0779'FENCE, ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.  A METAL
 DJ0779'WITNESS POST WAS SET 1.0 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0370 ***********************************************************************
 CO0370  DESIGNATION -  J 187
 CO0370  PID         -  CO0370
 CO0370  STATE/COUNTY-  MS/LAUDERDALE
 CO0370  USGS QUAD   -  KEWANEE (1974)
 CO0370
 CO0370                         *CURRENT SURVEY CONTROL
 CO0370  ___________________________________________________________________
 CO0370* NAD 83(1986)-  32 28 43.     (N)    088 28 37.     (W)     SCALED    
 CO0370* NAVD 88     -        85.866  (meters)     281.71   (feet)  ADJUSTED  
 CO0370  ___________________________________________________________________
 CO0370  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CO0370  DYNAMIC HT  -          85.766 (meters)     281.38  (feet)  COMP
 CO0370  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CO0370
 CO0370  VERT ORDER  -  SECOND    CLASS 0
 CO0370
 CO0370.The horizontal coordinates were scaled from a topographic map and have
 CO0370.an estimated accuracy of +/- 6 seconds.
 CO0370
 CO0370.The orthometric height was determined by differential leveling
 CO0370.and adjusted in June 1991.
 CO0370
 CO0370.The geoid height was determined by GEOID03.
 CO0370
 CO0370.The dynamic height is computed by dividing the NAVD 88
 CO0370.geopotential number by the normal gravity value computed on the
 CO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0370.degrees latitude (g = 980.6199 gals.).
 CO0370
 CO0370.The modeled gravity was interpolated from observed gravity values.
 CO0370
 CO0370;                    North         East    Units  Estimated Accuracy
 CO0370;SPC MS E     -   330,280.      333,500.      MT  (+/- 180 meters Scaled)
 CO0370
 CO0370                          SUPERSEDED SURVEY CONTROL
 CO0370
 CO0370  NGVD 29 (??/??/92)   85.854  (m)          281.67   (f) ADJ UNCH    2 0
 CO0370
 CO0370.Superseded values are not recommended for survey control.
 CO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0370.See file dsdata.txt to determine how the superseded data were derived.
 CO0370
 CO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA612944(NAD 83)
 CO0370_MARKER: DB = BENCH MARK DISK
 CO0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0370_SP_SET: CONCRETE POST
 CO0370_STAMPING: J 187 1946
 CO0370_MARK LOGO: CGS   
 CO0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0370+STABILITY: SURFACE MOTION
 CO0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0370+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 CO0370
 CO0370  HISTORY     - Date     Condition        Report By
 CO0370  HISTORY     - 1946     MONUMENTED       CGS
 CO0370  HISTORY     - 1964     GOOD             MSHD
 CO0370  HISTORY     - 19900221 POOR             MSHD
 CO0370
 CO0370                          STATION DESCRIPTION
 CO0370
 CO0370'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0370'4.8 MI SE FROM LAUDERDALE.
 CO0370'TO REACH THE MARK FROM THE GULF, MOBILE, AND OHIO RAILROAD STAT. IN
 CO0370'LAUDERDALE, GO SOUTHEAST ALONG A ROAD LEADING TO KEWANEE 4.8 MILES TO
 CO0370'A SMALL CULVERT AND THE MARK AS DESCRIBED.  THE MARK IS A DISK SET IN
 CO0370'THE TOP OF A 10-INCH SQUARE CONCRETE POST.  IT IS 33 FEET EAST OF THE
 CO0370'CENTER OF THE ROAD, 133 FEET NORTH OF THE NORTH END OF THE CULVERT,
 CO0370'ABOUT LEVEL WITH THE ROAD AND IS FLUSH WITH THE GROUND.  A METAL
 CO0370'WITNESS POST WAS SET 1.0 FOOT SOUTHWEST OF THE MARK.
 CO0370
 CO0370                          STATION RECOVERY (1990)
 CO0370
 CO0370'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0370'MARK WAS FOUND TO BE LEANING SLIGHTLY AND SHOULD BE USED WITH CAUTION.
 CO0370'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF LAUDERDALE ON THE
 CO0370'EAST R.O.W. OF KEWANEE ROAD, 4.5 MI (7.2 KM) NORTHEAST OF TOOMSUBA
 CO0370'AND IS IN SECTION 5, T 7N, R 18E.
 CO0370'TO REACH FROM THE JUNCTION OF YORK ROAD AND OLD HIGHWAY 45 JUST SOUTH
 CO0370'OF THE POST OFFICE IN LAUDERDALE, GO EAST ON YORK ROAD FOR 0.65 MI
 CO0370'(1.05 KM) TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON KEWANEE
 CO0370'ROAD FOR 2.75 MI (4.43 KM) TO ANOTHER FORK, TAKE THE RIGHT FORK AND
 CO0370'CONTINUE SOUTH ON KEWANEE ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 CO0370'LEFT JUST BEYOND A POWER LINE CROSSING.
 CO0370'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 CO0370'ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE GROUND, 131 FT (39.9 M)
 CO0370'SOUTH OF THE CENTER OF A STEEL HIGH POWER LINE, 84 FT (25.6 M) EAST
 CO0370'SOUTHEAST OF A POWER POLE AND 1 FT (0.3 M) EAST OF A METAL WITNESS
 CO0370'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0306 ***********************************************************************
 BH0306  DESIGNATION -  J 189 RESET
 BH0306  PID         -  BH0306
 BH0306  STATE/COUNTY-  MS/JACKSON
 BH0306  USGS QUAD   -  PASCAGOULA SOUTH (1982)
 BH0306
 BH0306                         *CURRENT SURVEY CONTROL
 BH0306  ___________________________________________________________________
 BH0306* NAD 83(1986)-  30 22 17.     (N)    088 32 10.     (W)     SCALED    
 BH0306* NAVD 88     -         3.46   (meters)      11.4    (feet)  RESET     
 BH0306  ___________________________________________________________________
 BH0306  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH0306  VERT ORDER  -  THIRD
 BH0306
 BH0306.The horizontal coordinates were scaled from a topographic map and have
 BH0306.an estimated accuracy of +/- 6 seconds.
 BH0306
 BH0306.The orthometric height was computed from unverified reset data.
 BH0306
 BH0306.The geoid height was determined by GEOID03.
 BH0306
 BH0306;                    North         East    Units  Estimated Accuracy
 BH0306;SPC MS E     -    96,630.      328,570.      MT  (+/- 180 meters Scaled)
 BH0306
 BH0306                          SUPERSEDED SURVEY CONTROL
 BH0306
 BH0306  NGVD 29 (??/??/??)    3.42   (m)           11.2    (f) RESET       3  
 BH0306
 BH0306.Superseded values are not recommended for survey control.
 BH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0306.See file dsdata.txt to determine how the superseded data were derived.
 BH0306
 BH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU523609(NAD 83)
 BH0306_MARKER: DB = BENCH MARK DISK
 BH0306_SETTING: 0 = UNSPECIFIED SETTING
 BH0306_STAMPING: J 189 RESET 1972
 BH0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0306
 BH0306  HISTORY     - Date     Condition        Report By
 BH0306  HISTORY     - 1972     MONUMENTED       MSHD
 BH0306  HISTORY     - 1973     GOOD             NGS
 BH0306  HISTORY     - 1976     GOOD             NGS
 BH0306
 BH0306                          STATION DESCRIPTION
 BH0306
 BH0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BH0306'0.8 MI NE FROM PASCAGOULA.
 BH0306'ABOUT 0.8 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0306'FROM THE CROSSING OF MARKET STREET IN PASCAGOULA, ABOUT 2.1 MILES
 BH0306'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 611 AT KREOLE, ABOUT 0.1
 BH0306'MILE SOUTHWEST OF MILEPOST 705, ON THE OUTSIDE OF A CURVE IN U. S.
 BH0306'HIGHWAY 90 WITH TANGENTS EXTENDING NORTHEAST BY WEST, 112 FEET
 BH0306'NORTHWEST OF THE NORTHWEST RAIL, 41.5 FEET SOUTHEAST OF THE CENTER
 BH0306'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 15.08 FEET NORTHEAST OF THE
 BH0306'SOUTHEAST HEADWALL FOR TWO 60 INCH CONCRETE PIPES AND A 6 FOOT BOX
 BH0306'CULVERT UNDER HIGHWAY (ONE COMMON HEADWALL 35.17 FEET LONG).
 BH0306
 BH0306                          STATION RECOVERY (1976)
 BH0306
 BH0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0398 ***********************************************************************
 BW0398  DESIGNATION -  J 19
 BW0398  PID         -  BW0398
 BW0398  STATE/COUNTY-  MS/AMITE
 BW0398  USGS QUAD   -  LIBERTY (1988)
 BW0398
 BW0398                         *CURRENT SURVEY CONTROL
 BW0398  ___________________________________________________________________
 BW0398* NAD 83(1986)-  31 09 28.     (N)    090 48 37.     (W)     SCALED    
 BW0398* NAVD 88     -       109.92   (+/-2cm)     360.6    (feet)  VERTCON   
 BW0398  ___________________________________________________________________
 BW0398  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BW0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0398
 BW0398.The horizontal coordinates were scaled from a topographic map and have
 BW0398.an estimated accuracy of +/- 6 seconds.
 BW0398
 BW0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0398.The vertical order pertains to the NGVD 29 superseded value.
 BW0398
 BW0398.The geoid height was determined by GEOID03.
 BW0398
 BW0398;                    North         East    Units  Estimated Accuracy
 BW0398;SPC MS W     -   183,870.      654,530.      MT  (+/- 180 meters Scaled)
 BW0398
 BW0398                          SUPERSEDED SURVEY CONTROL
 BW0398
 BW0398  NGVD 29 (??/??/92)  109.923  (m)          360.64   (f) ADJ UNCH    2 0
 BW0398
 BW0398.Superseded values are not recommended for survey control.
 BW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0398.See file dsdata.txt to determine how the superseded data were derived.
 BW0398
 BW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ087491(NAD 83)
 BW0398_MARKER: DB = BENCH MARK DISK
 BW0398_SETTING: 0 = UNSPECIFIED SETTING
 BW0398_STAMPING: J 19 1934 360.639
 BW0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0398
 BW0398  HISTORY     - Date     Condition        Report By
 BW0398  HISTORY     - 1934     MONUMENTED       CGS
 BW0398  HISTORY     - 1969     GOOD             MSHD
 BW0398  HISTORY     - 20080229 GOOD             GEOCAC
 BW0398
 BW0398                          STATION DESCRIPTION
 BW0398
 BW0398'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969
 BW0398'IN LIBERTY.
 BW0398'THE MARK IS LOCATED IN THE NORTHEAST CORNER OF THE MAIN SECTION OF THE
 BW0398'AMITE COUNTY COURTHOUSE IN LIBERTY AND IS IN THE NORTHWEST 1/4 OF
 BW0398'SECTION 9, T 2N, R 3E.  IT IS 154 FEET SOUTH OF THE CENTER OF STATE
 BW0398'HIGHWAY 24, 45.5 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 BW0398'COURTHOUSE, 24.5 FEET SOUTHEAST OF THE EAST ONE OF FOUR SQUARE BRICK
 BW0398'COLUMNS, 84 FEET SOUTHEAST OF THE FLAG POLE, 2.1 FEET WEST OF THE
 BW0398'NORTHEAST CORNER OF THE MAIN SECTION OF THE COURTHOUSE, SET VERTICALLY
 BW0398'IN THE FACE OF THE NORTH BRICK WALL OF THE COURTHOUSE AND IS ABOUT 1.5
 BW0398'FEET ABOVE THE GROUND.
 BW0398
 BW0398                          STATION RECOVERY (2008)
 BW0398
 BW0398'RECOVERY NOTE BY GEOCACHING 2008 (AH)
 BW0398'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0967 ***********************************************************************
 BH0967  DESIGNATION -  J 190
 BH0967  PID         -  BH0967
 BH0967  STATE/COUNTY-  MS/HANCOCK
 BH0967  USGS QUAD   -  WAVELAND (1976)
 BH0967
 BH0967                         *CURRENT SURVEY CONTROL
 BH0967  ___________________________________________________________________
 BH0967* NAD 83(1986)-  30 17 55.     (N)    089 25 02.     (W)     SCALED    
 BH0967* NAVD 88     -         3.249  (meters)      10.66   (feet)  ADJUSTED  
 BH0967  ___________________________________________________________________
 BH0967  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BH0967  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 BH0967  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BH0967
 BH0967  VERT ORDER  -  FIRST     CLASS I
 BH0967
 BH0967.The horizontal coordinates were scaled from a topographic map and have
 BH0967.an estimated accuracy of +/- 6 seconds.
 BH0967
 BH0967.The orthometric height was determined by differential leveling
 BH0967.and adjusted in February 1994.
 BH0967
 BH0967.The geoid height was determined by GEOID03.
 BH0967
 BH0967.The dynamic height is computed by dividing the NAVD 88
 BH0967.geopotential number by the normal gravity value computed on the
 BH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0967.degrees latitude (g = 980.6199 gals.).
 BH0967
 BH0967.The modeled gravity was interpolated from observed gravity values.
 BH0967
 BH0967;                    North         East    Units  Estimated Accuracy
 BH0967;SPC MS E     -    88,670.      243,830.      MT  (+/- 180 meters Scaled)
 BH0967
 BH0967                          SUPERSEDED SURVEY CONTROL
 BH0967
 BH0967  NAVD 88 (06/15/91)    3.248  (m)           10.66   (f) UNKNOWN     1 1
 BH0967  NGVD 29 (??/??/??)    3.204  (m)           10.51   (f) ADJUSTED    1 1
 BH0967
 BH0967.Superseded values are not recommended for survey control.
 BH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0967.See file dsdata.txt to determine how the superseded data were derived.
 BH0967
 BH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU675543(NAD 83)
 BH0967_MARKER: DB = BENCH MARK DISK
 BH0967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH0967_SP_SET: HEADWALL
 BH0967_STAMPING: J 190 1955
 BH0967_MARK LOGO: CGS   
 BH0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0967+STABILITY: SURFACE MOTION
 BH0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0967+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 BH0967
 BH0967  HISTORY     - Date     Condition        Report By
 BH0967  HISTORY     - 1955     MONUMENTED       CGS
 BH0967  HISTORY     - 1972     GOOD             MSHD
 BH0967  HISTORY     - 1974     GOOD             NGS
 BH0967  HISTORY     - 1976     GOOD             NGS
 BH0967  HISTORY     - 19880827 GOOD             USPSQD
 BH0967  HISTORY     - 19930318 GOOD             NGS
 BH0967  HISTORY     - 20050705 GOOD             NGS
 BH0967
 BH0967                          STATION DESCRIPTION
 BH0967
 BH0967'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH0967'5 MI WSW FROM BAY ST  LOUIS.
 BH0967'THE MARK IS LOCATED 5 MILES WEST-SOUTHWEST OF BAY ST. LOUIS IN THE
 BH0967'NORTH END OF THE EAST HEADWALL OF A 3 FOOT CONCRETE BOX CULVERT ACROSS
 BH0967'A PRIVATE ROAD NEAR THE CENTER OF THE NORTH SIDE OF SECTION 5, T 9S, R
 BH0967'14W.  IT IS 60.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 BH0967'U.S. HIGHWAY 90, 12.5 FEET EAST OF THE CENTER OF A PRIVATE ROAD, 16
 BH0967'FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT SOUTH
 BH0967'OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE
 BH0967'EAST HEADWALL OF A 3 FOOT BOX CULVERT UNDER THE PRIVATE ROAD AND ABOUT
 BH0967'1 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  TO REACH FROM THE WEST END
 BH0967'OF THE BRIDGE OVER ST. LOUIS BAY GO WEST ON U.S. HIGHWAY 90 FOR 3.5
 BH0967'MILES TO THE JUNCTION OF STATE HIGHWAY 603 AND 43. CONTINUE WEST ON
 BH0967'HIGHWAY 90 FOR 2 MILES TO A CROSSROAD.  CONTINUE WEST ON U.S. HIGHWAY
 BH0967'90 FOR 0.5 MILES TO A PRIVATE ROAD AND THE MARK ON THE LEFT.
 BH0967
 BH0967                          STATION RECOVERY (1974)
 BH0967
 BH0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BH0967'RECOVERED IN GOOD CONDITION.
 BH0967
 BH0967                          STATION RECOVERY (1976)
 BH0967
 BH0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BH0967'RECOVERED IN GOOD CONDITION.
 BH0967
 BH0967                          STATION RECOVERY (1988)
 BH0967
 BH0967'RECOVERY NOTE BY US POWER SQUADRON 1988 (WE)
 BH0967'RECOVERED IN GOOD CONDITION.
 BH0967
 BH0967                          STATION RECOVERY (1993)
 BH0967
 BH0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0967'3.8 KM (2.35 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BH0967'STATE HIGHWAY 43 IN WAVELAND, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 BH0967'THE NORTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER A
 BH0967'DRIVEWAY, 42.8 M (140.4 FT) EAST OF THE EXTENDED CENTER OF A HIGHWAY
 BH0967'CROSSOVER, 18.5 M (60.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 BH0967'LANES OF THE HIGHWAY, AND 3.8 M (12.5 FT) EAST OF AND LEVEL WITH THE
 BH0967'CENTER OF THE DRIVEWAY.
 BH0967
 BH0967                          STATION RECOVERY (2005)
 BH0967
 BH0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KS)
 BH0967'IN FRONT OF HOUSE NO. 5201, GRAVEL DRIVEWAY BLOCKED BY STEEL TUBE
 BH0967'GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1716 ***********************************************************************
 BH1716  DESIGNATION -  J 191
 BH1716  PID         -  BH1716
 BH1716  STATE/COUNTY-  MS/HARRISON
 BH1716  USGS QUAD   -  GULFPORT NORTH (1994)
 BH1716
 BH1716                         *CURRENT SURVEY CONTROL
 BH1716  ___________________________________________________________________
 BH1716* NAD 83(1986)-  30 23 26.     (N)    089 05 44.     (W)     SCALED    
 BH1716* NAVD 88     -         8.27   (+/-2cm)      27.1    (feet)  VERTCON   
 BH1716  ___________________________________________________________________
 BH1716  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH1716  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH1716
 BH1716.The horizontal coordinates were scaled from a topographic map and have
 BH1716.an estimated accuracy of +/- 6 seconds.
 BH1716
 BH1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1716.The vertical order pertains to the NGVD 29 superseded value.
 BH1716
 BH1716.The geoid height was determined by GEOID03.
 BH1716
 BH1716;                    North         East    Units  Estimated Accuracy
 BH1716;SPC MS E     -    98,740.      274,800.      MT  (+/- 180 meters Scaled)
 BH1716
 BH1716                          SUPERSEDED SURVEY CONTROL
 BH1716
 BH1716  NGVD 29 (??/??/??)    8.235  (m)           27.02   (f) ADJUSTED    1 2
 BH1716
 BH1716.Superseded values are not recommended for survey control.
 BH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1716.See file dsdata.txt to determine how the superseded data were derived.
 BH1716
 BH1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU986639(NAD 83)
 BH1716_MARKER: DB = BENCH MARK DISK
 BH1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1716_STAMPING: J 191 1955
 BH1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1716+STABILITY: SURFACE MOTION
 BH1716
 BH1716  HISTORY     - Date     Condition        Report By
 BH1716  HISTORY     - 1955     MONUMENTED       CGS
 BH1716  HISTORY     - 19880823 MARK NOT FOUND   USPSQD
 BH1716
 BH1716                          STATION DESCRIPTION
 BH1716
 BH1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH1716'1.4 MI N FROM GULFPORT.
 BH1716'ABOUT 1.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BH1716'UNION STATION AT GULFPORT, ABOUT 0.4 MILE NORTH OF MILE POST G-1,
 BH1716'AT A GRADED ROAD CROSSING, 104 FEET EAST-SOUTHEAST OF CENTER OF
 BH1716'CROSSING, 92 1/2 FEET EAST OF EAST RAIL, 34 FEET SOUTH OF CENTERLINE
 BH1716'OF ROAD, 5 1/2 FEET SOUTH OF A TELEPHONE POLE, 13 FEET WEST OF A
 BH1716'POWER POLE ON AN E-W POWER LINE, 2 FEET NORTH OF A WHITE WOODEN
 BH1716'WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 BH1716'A CONCRETE POST PROJECTING 3 INCHES.
 BH1716
 BH1716                          STATION RECOVERY (1988)
 BH1716
 BH1716'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCE)
 BH1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0374 ***********************************************************************
 BH0374  DESIGNATION -  J 192
 BH0374  PID         -  BH0374
 BH0374  STATE/COUNTY-  MS/JACKSON
 BH0374  USGS QUAD   -  OCEAN SPRINGS (1992)
 BH0374
 BH0374                         *CURRENT SURVEY CONTROL
 BH0374  ___________________________________________________________________
 BH0374* NAD 83(1986)-  30 26 37.     (N)    088 50 32.     (W)     SCALED    
 BH0374* NAVD 88     -         2.41   (+/-2cm)       7.9    (feet)  VERTCON   
 BH0374  ___________________________________________________________________
 BH0374  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH0374  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0374
 BH0374.The horizontal coordinates were scaled from a topographic map and have
 BH0374.an estimated accuracy of +/- 6 seconds.
 BH0374
 BH0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0374.The vertical order pertains to the NGVD 29 superseded value.
 BH0374
 BH0374.The geoid height was determined by GEOID03.
 BH0374
 BH0374;                    North         East    Units  Estimated Accuracy
 BH0374;SPC MS E     -   104,600.      299,150.      MT  (+/- 180 meters Scaled)
 BH0374
 BH0374                          SUPERSEDED SURVEY CONTROL
 BH0374
 BH0374  NGVD 29 (??/??/??)    2.377  (m)            7.80   (f) ADJUSTED    1 2
 BH0374
 BH0374.Superseded values are not recommended for survey control.
 BH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0374.See file dsdata.txt to determine how the superseded data were derived.
 BH0374
 BH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU231693(NAD 83)
 BH0374_MARKER: DB = BENCH MARK DISK
 BH0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0374_SP_SET: BRIDGE ABUTMENT
 BH0374_STAMPING: J 192 1955
 BH0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0374
 BH0374  HISTORY     - Date     Condition        Report By
 BH0374  HISTORY     - 1955     MONUMENTED       CGS
 BH0374  HISTORY     - 1968     GOOD             CGS
 BH0374  HISTORY     - 1971     GOOD             NGS
 BH0374  HISTORY     - 20031129 MARK NOT FOUND   USPSQD
 BH0374
 BH0374                          STATION DESCRIPTION
 BH0374
 BH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0374'2.4 MI NW FROM OCEAN SPRINGS.
 BH0374'ABOUT 2.4 MILES NORTHWEST ALONG OLD U. S. HIGHWAY 90 FROM THE
 BH0374'LOUISVILLE AND NASHVILLE RAILROAD STATION AT OCEAN SPRINGS, SET ON THE
 BH0374'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT FOR A 54-FOOT
 BH0374'BRIDGE OVER BAYOU POITO, 216 FEET WEST OF THE CENTER LINE OF SHORE
 BH0374'DRIVE, 12.5 FEET SOUTH OF THE CENTER LINE OF OLD U. S. HIGHWAY 90 AND
 BH0374'ABOUT LEVEL WITH THE HIGHWAY.  SEC 13, T 7S, R 9 W.
 BH0374
 BH0374                          STATION RECOVERY (1971)
 BH0374
 BH0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0374'RECOVERED IN GOOD CONDITION.
 BH0374
 BH0374                          STATION RECOVERY (2003)
 BH0374
 BH0374'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0022 ***********************************************************************
 EH0022  DESIGNATION -  J 193
 EH0022  PID         -  EH0022
 EH0022  STATE/COUNTY-  MS/DE SOTO
 EH0022  USGS QUAD   -  BANKS (1982)
 EH0022
 EH0022                         *CURRENT SURVEY CONTROL
 EH0022  ___________________________________________________________________
 EH0022* NAD 83(1986)-  34 52 13.     (N)    090 13 05.     (W)     SCALED    
 EH0022* NAVD 88     -        60.967  (meters)     200.02   (feet)  ADJUSTED  
 EH0022  ___________________________________________________________________
 EH0022  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EH0022  DYNAMIC HT  -          60.910 (meters)     199.84  (feet)  COMP
 EH0022  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 EH0022
 EH0022  VERT ORDER  -  FIRST     CLASS II
 EH0022
 EH0022.The horizontal coordinates were scaled from a topographic map and have
 EH0022.an estimated accuracy of +/- 6 seconds.
 EH0022
 EH0022.The orthometric height was determined by differential leveling
 EH0022.and adjusted in June 1991.
 EH0022
 EH0022.The geoid height was determined by GEOID03.
 EH0022
 EH0022.The dynamic height is computed by dividing the NAVD 88
 EH0022.geopotential number by the normal gravity value computed on the
 EH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0022.degrees latitude (g = 980.6199 gals.).
 EH0022
 EH0022.The modeled gravity was interpolated from observed gravity values.
 EH0022
 EH0022;                    North         East    Units  Estimated Accuracy
 EH0022;SPC MS W     -   595,490.      710,540.      MT  (+/- 180 meters Scaled)
 EH0022
 EH0022                          SUPERSEDED SURVEY CONTROL
 EH0022
 EH0022  NGVD 29 (??/??/??)   60.978  (m)          200.06   (f) ADJUSTED    1 2
 EH0022
 EH0022.Superseded values are not recommended for survey control.
 EH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0022.See file dsdata.txt to determine how the superseded data were derived.
 EH0022
 EH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU542621(NAD 83)
 EH0022_MARKER: DB = BENCH MARK DISK
 EH0022_SETTING: 0 = UNSPECIFIED SETTING
 EH0022_STAMPING: J 193 (1956)
 EH0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0022
 EH0022  HISTORY     - Date     Condition        Report By
 EH0022  HISTORY     - 1956     MONUMENTED       CGS
 EH0022  HISTORY     - 1966     GOOD             MSHD
 EH0022  HISTORY     - 20030529 MARK NOT FOUND   USACE
 EH0022
 EH0022                          STATION DESCRIPTION
 EH0022
 EH0022'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0022'2.3 MI S FROM LAKE CORMORANT.
 EH0022'TO REACH FROM THE U.S. POST OFFICE IN WALLS GO SOUTH ON U.S. HIGHWAY
 EH0022'61 FOR 4.6 MILES TO A CROSSROADS, CONTINUE SOUTHWEST ON U.S. HIGHWAY
 EH0022'61 FOR 2.5 MILES TO MISSISSIPPI HIGHWAY 3 ON THE LEFT, TURN LEFT
 EH0022'(SOUTH) AND CONTINUE ON HIGHWAY 3 FOR 0.95 MILE TO A FIELD ROAD
 EH0022'CROSSING, TURN LEFT (EAST) AND CONTINUE ON A FIELD ROAD FOR 0.45 MILE
 EH0022'TO THE RAILROAD TRACK, AND THE MARK ON THE RIGHT AS DESCRIBED.  IT IS
 EH0022'61 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 51.5 FEET SOUTH
 EH0022'OF A TELEPHONE POLE ON THE NORTH SIDE OF THE FIELD ROAD, 47 FEET EAST
 EH0022'OF THE EAST RAIL, 29.5 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, AND
 EH0022'1.7 FEET SOUTH OF A METAL WITNESS POST.
 EH0022
 EH0022                          STATION RECOVERY (2003)
 EH0022
 EH0022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0234 ***********************************************************************
 EH0234  DESIGNATION -  J 194
 EH0234  PID         -  EH0234
 EH0234  STATE/COUNTY-  MS/PANOLA
 EH0234  USGS QUAD   -  CRENSHAW SOUTH (1983)
 EH0234
 EH0234                         *CURRENT SURVEY CONTROL
 EH0234  ___________________________________________________________________
 EH0234* NAD 83(1986)-  34 29 23.     (N)    090 11 45.     (W)     SCALED    
 EH0234* NAVD 88     -        53.194  (meters)     174.52   (feet)  ADJUSTED  
 EH0234  ___________________________________________________________________
 EH0234  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EH0234  DYNAMIC HT  -          53.143 (meters)     174.35  (feet)  COMP
 EH0234  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 EH0234
 EH0234  VERT ORDER  -  FIRST     CLASS II
 EH0234
 EH0234.The horizontal coordinates were scaled from a topographic map and have
 EH0234.an estimated accuracy of +/- 6 seconds.
 EH0234
 EH0234.The orthometric height was determined by differential leveling
 EH0234.and adjusted in June 1991.
 EH0234
 EH0234.The geoid height was determined by GEOID03.
 EH0234
 EH0234.The dynamic height is computed by dividing the NAVD 88
 EH0234.geopotential number by the normal gravity value computed on the
 EH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0234.degrees latitude (g = 980.6199 gals.).
 EH0234
 EH0234.The modeled gravity was interpolated from observed gravity values.
 EH0234
 EH0234;                    North         East    Units  Estimated Accuracy
 EH0234;SPC MS W     -   553,280.      712,630.      MT  (+/- 180 meters Scaled)
 EH0234
 EH0234                          SUPERSEDED SURVEY CONTROL
 EH0234
 EH0234  NGVD 29 (??/??/??)   53.224  (m)          174.62   (f) ADJUSTED    1 2
 EH0234
 EH0234.Superseded values are not recommended for survey control.
 EH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0234.See file dsdata.txt to determine how the superseded data were derived.
 EH0234
 EH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU575200(NAD 83)
 EH0234_MARKER: DB = BENCH MARK DISK
 EH0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0234+STABILITY: SURFACE MOTION
 EH0234
 EH0234  HISTORY     - Date     Condition        Report By
 EH0234  HISTORY     - 1956     MONUMENTED       CGS
 EH0234  HISTORY     - 1967     GOOD             MSHD
 EH0234  HISTORY     - 20000323 POOR             NGS
 EH0234
 EH0234                          STATION DESCRIPTION
 EH0234
 EH0234'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 EH0234'0.95 S FROM CRENSHAW.
 EH0234'THE MARK IS LOCATED 0.95 MILE SOUTH ALONG MISSISSIPPI HIGHWAY 3 FROM
 EH0234'INTERSECTION OF MISSISSIPPI HIGHWAY 310 IN CRENSHAW, 3.85 MILES
 EH0234'NORTHEAST OF THE INTERSECTION OF MISSISSIPPI HIGHWAY 315 LOCATED
 EH0234'NORTHEAST OF SLEDGE, 2.5 MILES NORTHEAST OF THE QUITMAN-PANOLA COUNTY
 EH0234'LINE IN THE NORTHWEST ANGLE OF A CROSSROADS AND IS IN THE SOUTHWEST
 EH0234'1/4 SECTION 7, T 7S, R 9W.  TO REACH FROM THE U.S. POST OFFICE IN
 EH0234'CRENSHAW GO SOUTH ON MISSISSIPPI HIGHWAY 3 FOR 1.1 MILES TO A
 EH0234'CROSSROADS AND THE MARK ON THE RIGHT AS DESCRIBED. THE MARK IS A DISK
 EH0234'SET IN THE TOP OF A 12 IN. CONCRETE POST. IT IS 203 FEET WEST OF THE
 EH0234'CENTER OF HIGHWAY 3, 71 FEET WEST NORTHWEST OF THE CENTER OF THE
 EH0234'CROSSING, 60 FEET WEST OF THE WEST RAIL, 43.5 FEET SOUTHWEST OF A
 EH0234'TELEPHONE POLE, 26.5 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD AND
 EH0234'0.8 FEET NORTHEAST OF A METAL WITNESS POST. THE MARK IS 6 FEET BELOW
 EH0234'THE LEVEL OF THE TRACK.
 EH0234
 EH0234                          STATION RECOVERY (2000)
 EH0234
 EH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH0234'MARK IS A DISK ON A ROD WITH A DRAIN TILE SET AROUND IT.  THE TILE HAS
 EH0234'SUNK AND THE ROD IS BENT FROM BEING RUN OVER BY BRUSH-CLEARING
 EH0234'MACHINERY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0246 ***********************************************************************
 EH0246  DESIGNATION -  J 195
 EH0246  PID         -  EH0246
 EH0246  STATE/COUNTY-  MS/QUITMAN
 EH0246  USGS QUAD   -  CRENSHAW SOUTH (1983)
 EH0246
 EH0246                         *CURRENT SURVEY CONTROL
 EH0246  ___________________________________________________________________
 EH0246* NAD 83(1986)-  34 24 32.     (N)    090 14 39.     (W)     SCALED    
 EH0246* NAVD 88     -        50.939  (meters)     167.12   (feet)  ADJUSTED  
 EH0246  ___________________________________________________________________
 EH0246  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EH0246  DYNAMIC HT  -          50.890 (meters)     166.96  (feet)  COMP
 EH0246  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EH0246
 EH0246  VERT ORDER  -  FIRST     CLASS II
 EH0246
 EH0246.The horizontal coordinates were scaled from a topographic map and have
 EH0246.an estimated accuracy of +/- 6 seconds.
 EH0246
 EH0246.The orthometric height was determined by differential leveling
 EH0246.and adjusted in June 1991.
 EH0246
 EH0246.The geoid height was determined by GEOID03.
 EH0246
 EH0246.The dynamic height is computed by dividing the NAVD 88
 EH0246.geopotential number by the normal gravity value computed on the
 EH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0246.degrees latitude (g = 980.6199 gals.).
 EH0246
 EH0246.The modeled gravity was interpolated from observed gravity values.
 EH0246
 EH0246;                    North         East    Units  Estimated Accuracy
 EH0246;SPC MS W     -   544,310.      708,200.      MT  (+/- 180 meters Scaled)
 EH0246
 EH0246                          SUPERSEDED SURVEY CONTROL
 EH0246
 EH0246  NGVD 29 (??/??/??)   50.971  (m)          167.23   (f) ADJUSTED    1 2
 EH0246
 EH0246.Superseded values are not recommended for survey control.
 EH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0246.See file dsdata.txt to determine how the superseded data were derived.
 EH0246
 EH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU533109(NAD 83)
 EH0246_MARKER: DB = BENCH MARK DISK
 EH0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0246_STAMPING: J 195 1956
 EH0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0246+STABILITY: SURFACE MOTION
 EH0246
 EH0246  HISTORY     - Date     Condition        Report By
 EH0246  HISTORY     - 1956     MONUMENTED       CGS
 EH0246  HISTORY     - 1977     GOOD             MSHD
 EH0246
 EH0246                          STATION DESCRIPTION
 EH0246
 EH0246'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EH0246'2.05 MI SW FROM SLEDGE.
 EH0246'THE MARK IS LOCATED 2 MILES SOUTHWEST OF SLEDGE IN THE SOUTHEAST
 EH0246'ANGLE OF THE CROSSING OF A FIELD ROAD WITH THE ICRR TRACK,
 EH0246'1.15 MILES NORTHEAST OF FALCON IN THE SOUTHWEST 1/4 OF SECTION 3,
 EH0246'T 8S, R 10W.  IT IS  53 FEET SOUTH OF THE CENTER OF THE CROSSING,
 EH0246'28 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 26 FEETSOUTHEAST
 EH0246'OF THE SOUTHEAST RAIL, 3 FEET NORTH-NORTHEAST OF TELEPHONE POLE
 EH0246'NO. 1292, 1 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN
 EH0246'THE TOP OF A ROUND CONCRETE POST ABOUT 4 FEET BELOW THE
 EH0246'LEVEL OF THE TRACK AND PROJECTS 1 INCH.  TO REACH FROM THE US POST
 EH0246'OFFICE NEAR THE CENTER OF SLEDGE GO SOUTHWEST ON OLD HIGHWAY 3 FOR
 EH0246'FOR 1.95 MILES TO A FIELD ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0152 ***********************************************************************
 EH0152  DESIGNATION -  J 196
 EH0152  PID         -  EH0152
 EH0152  STATE/COUNTY-  MS/TUNICA
 EH0152  USGS QUAD   -  HOLLYWOOD (1982)
 EH0152
 EH0152                         *CURRENT SURVEY CONTROL
 EH0152  ___________________________________________________________________
 EH0152* NAD 83(1986)-  34 37 37.     (N)    090 18 07.     (W)     SCALED    
 EH0152* NAVD 88     -        55.886  (meters)     183.35   (feet)  ADJUSTED  
 EH0152  ___________________________________________________________________
 EH0152  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EH0152  DYNAMIC HT  -          55.833 (meters)     183.18  (feet)  COMP
 EH0152  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 EH0152
 EH0152  VERT ORDER  -  FIRST     CLASS II
 EH0152
 EH0152.The horizontal coordinates were scaled from a topographic map and have
 EH0152.an estimated accuracy of +/- 6 seconds.
 EH0152
 EH0152.The orthometric height was determined by differential leveling
 EH0152.and adjusted in June 1991.
 EH0152
 EH0152.The geoid height was determined by GEOID03.
 EH0152
 EH0152.The dynamic height is computed by dividing the NAVD 88
 EH0152.geopotential number by the normal gravity value computed on the
 EH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0152.degrees latitude (g = 980.6199 gals.).
 EH0152
 EH0152.The modeled gravity was interpolated from observed gravity values.
 EH0152
 EH0152;                    North         East    Units  Estimated Accuracy
 EH0152;SPC MS W     -   568,490.      702,880.      MT  (+/- 180 meters Scaled)
 EH0152
 EH0152                          SUPERSEDED SURVEY CONTROL
 EH0152
 EH0152  NGVD 29 (??/??/??)   55.916  (m)          183.45   (f) ADJUSTED    1 2
 EH0152
 EH0152.Superseded values are not recommended for survey control.
 EH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0152.See file dsdata.txt to determine how the superseded data were derived.
 EH0152
 EH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU473349(NAD 83)
 EH0152_MARKER: DB = BENCH MARK DISK
 EH0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0152_SP_SET: CULVERT
 EH0152_STAMPING: J 196 (1956)
 EH0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0152+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 EH0152
 EH0152  HISTORY     - Date     Condition        Report By
 EH0152  HISTORY     - 1956     MONUMENTED       CGS
 EH0152  HISTORY     - 1966     GOOD             MSHD
 EH0152  HISTORY     - 20030528 GOOD             USACE
 EH0152  HISTORY     - 20080515 GOOD             MSDOT
 EH0152
 EH0152                          STATION DESCRIPTION
 EH0152
 EH0152'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0152'4.8 MI W FROM SAVAGE.
 EH0152'TO REACH FROM THE U.S. POST OFFICE IN TUNICA GO NORTH ON A CONCRETE
 EH0152'STREET FOR 0.2 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 4, TUNR
 EH0152'RIGHT (EAST) AND CONTINUE ON HIGHWAY 4 FOR 0.4 MILE TO THE
 EH0152'INTERSECTION OF U.S. HIGHWAY 61, TURN RIGHT (SOUTH) AND CONTINUE ON
 EH0152'HIGHWAY 61 FOR 3.55 MILES TO MISSISSIPPI HIGHWAY 4 ON THE LEFT, TURN
 EH0152'LEFT (EAST) AND CONTINUE ON HIGHWAY 4 FOR 4.95 MILES TO A 20 X 6 FT.
 EH0152'BOX
 EH0152'CULVERT AND THE MARK ON THE RIGHT IN THE SOUTHEAST CORNER OF THE
 EH0152'HEADWALL.  IT IS 31 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 17
 EH0152'FEET SOUTH OF THE CENTER OF HIGHWAY 4.
 EH0152
 EH0152                          STATION RECOVERY (2003)
 EH0152
 EH0152'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0152'GRAVEL ROAD 31 FOOT EAST OF MARK IS LITTLE TEXAS ROAD.
 EH0152
 EH0152                          STATION RECOVERY (2008)
 EH0152
 EH0152'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0152'LATITUDE AND LONGTITUDE IS MORE CORRECTLY EXPRESSED AS 34-37-37 AND
 EH0152'090-18-17.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0743 ***********************************************************************
 DK0743  DESIGNATION -  J 198
 DK0743  PID         -  DK0743
 DK0743  STATE/COUNTY-  MS/BOLIVAR
 DK0743  USGS QUAD   -  CLEVELAND (1966)
 DK0743
 DK0743                         *CURRENT SURVEY CONTROL
 DK0743  ___________________________________________________________________
 DK0743* NAD 83(1986)-  33 44 33.     (N)    090 40 17.     (W)     SCALED    
 DK0743* NAVD 88     -        41.381  (meters)     135.76   (feet)  ADJUSTED  
 DK0743  ___________________________________________________________________
 DK0743  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DK0743  DYNAMIC HT  -          41.339 (meters)     135.63  (feet)  COMP
 DK0743  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 DK0743
 DK0743  VERT ORDER  -  SECOND    CLASS 0
 DK0743
 DK0743.The horizontal coordinates were scaled from a topographic map and have
 DK0743.an estimated accuracy of +/- 6 seconds.
 DK0743
 DK0743.The orthometric height was determined by differential leveling
 DK0743.and adjusted in June 1991.
 DK0743
 DK0743.The geoid height was determined by GEOID03.
 DK0743
 DK0743.The dynamic height is computed by dividing the NAVD 88
 DK0743.geopotential number by the normal gravity value computed on the
 DK0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0743.degrees latitude (g = 980.6199 gals.).
 DK0743
 DK0743.The modeled gravity was interpolated from observed gravity values.
 DK0743
 DK0743;                    North         East    Units  Estimated Accuracy
 DK0743;SPC MS W     -   470,440.      668,680.      MT  (+/- 180 meters Scaled)
 DK0743
 DK0743                          SUPERSEDED SURVEY CONTROL
 DK0743
 DK0743  NGVD 29 (??/??/??)   41.489  (m)          136.12   (f) ADJUSTED    2 0
 DK0743
 DK0743.Superseded values are not recommended for survey control.
 DK0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0743.See file dsdata.txt to determine how the superseded data were derived.
 DK0743
 DK0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT157360(NAD 83)
 DK0743_MARKER: DB = BENCH MARK DISK
 DK0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK0743_SP_SET: CULVERT
 DK0743_STAMPING: J 198 1957
 DK0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0743
 DK0743  HISTORY     - Date     Condition        Report By
 DK0743  HISTORY     - 1957     MONUMENTED       CGS
 DK0743  HISTORY     - 1972     GOOD             MSHD
 DK0743
 DK0743                          STATION DESCRIPTION
 DK0743
 DK0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DK0743'2.6 MI E FROM CLEVELAND.
 DK0743'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION OF
 DK0743'U.S. HIGHWAY 61 AT CLEVELAND, IN SECTION 24, T 22 N, R 5 W, ABOUT 0.75
 DK0743'MILE WEST OF THE BOLIVAR-SUNFLOWER COUNTY LINE, ABOUT 0.25 MILE WEST
 DK0743'OF A CROSSROAD, IN THE TOP OF WEST END OF NORTH HEAD WALL OF AN 8-FOOT
 DK0743'CONCRETE BOX CULVERT, 20 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 1/2
 DK0743'FOOT EAST OF WEST END OF HEAD WALL AND 3 FEET BELOW LEVEL OF HIGHWAY.
 DK0743
 DK0743                          STATION RECOVERY (1972)
 DK0743
 DK0743'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0743'THE MARK IS LOCATED 2.8 MILES EAST OF THE CENTER OF CLEVELAND IN THE
 DK0743'WEST END OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT, 0.7 MILES
 DK0743'WEST OF BOLIVAR-SUNFLOWER COUNTY LINE IN THE NORTHWEST 1/4 OF SECTION
 DK0743'24, T 22N, R 5W. IT IS 20.5 FEET NORTH OF THE CENTER OF HIGHWAY 8,
 DK0743'55.5 FEET SOUTHWEST OF THE SOUTH POST OF A LARGE SIGN, 132 FEET
 DK0743'WEST-SOUTHWEST OF A POWER POLE WITH WIRES CROSSING THE HIGHWAY, 72
 DK0743'FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST SET
 DK0743'IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF AN 8 FOOT
 DK0743'CONCRETE BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 DK0743'HIGHWAY. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S.
 DK0743'HIGHWAY 61 IN CLEVELAND GO EAST ON STATE HIGHWAY 8 FOR 2.7 MILES TO A
 DK0743'CULVERT AND THE MARK ON THE LEFT (0.25 MILES BEFORE REACHING A
 DK0743'CROSSROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0692 ***********************************************************************
 DK0692  DESIGNATION -  J 199
 DK0692  PID         -  DK0692
 DK0692  STATE/COUNTY-  MS/BOLIVAR
 DK0692  USGS QUAD   -  MOUND BAYOU (1966)
 DK0692
 DK0692                         *CURRENT SURVEY CONTROL
 DK0692  ___________________________________________________________________
 DK0692* NAD 83(1986)-  33 53 39.     (N)    090 44 15.     (W)     SCALED    
 DK0692* NAVD 88     -        44.443  (meters)     145.81   (feet)  ADJUSTED  
 DK0692  ___________________________________________________________________
 DK0692  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DK0692  DYNAMIC HT  -          44.399 (meters)     145.67  (feet)  COMP
 DK0692  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 DK0692
 DK0692  VERT ORDER  -  SECOND    CLASS 0
 DK0692
 DK0692.The horizontal coordinates were scaled from a topographic map and have
 DK0692.an estimated accuracy of +/- 6 seconds.
 DK0692
 DK0692.The orthometric height was determined by differential leveling
 DK0692.and adjusted in June 1991.
 DK0692
 DK0692.The geoid height was determined by GEOID03.
 DK0692
 DK0692.The dynamic height is computed by dividing the NAVD 88
 DK0692.geopotential number by the normal gravity value computed on the
 DK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0692.degrees latitude (g = 980.6199 gals.).
 DK0692
 DK0692.The modeled gravity was interpolated from observed gravity values.
 DK0692
 DK0692;                    North         East    Units  Estimated Accuracy
 DK0692;SPC MS W     -   487,280.      662,620.      MT  (+/- 180 meters Scaled)
 DK0692
 DK0692                          SUPERSEDED SURVEY CONTROL
 DK0692
 DK0692  NGVD 29 (??/??/??)   44.527  (m)          146.09   (f) ADJUSTED    2 0
 DK0692
 DK0692.Superseded values are not recommended for survey control.
 DK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0692.See file dsdata.txt to determine how the superseded data were derived.
 DK0692
 DK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT092527(NAD 83)
 DK0692_MARKER: DB = BENCH MARK DISK
 DK0692_SETTING: 0 = UNSPECIFIED SETTING
 DK0692_STAMPING: J 199 1957
 DK0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0692
 DK0692  HISTORY     - Date     Condition        Report By
 DK0692  HISTORY     - 1957     MONUMENTED       CGS
 DK0692  HISTORY     - 1972     GOOD             MSHD
 DK0692  HISTORY     - 20000322 MARK NOT FOUND   NGS
 DK0692
 DK0692                          STATION DESCRIPTION
 DK0692
 DK0692'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0692'1.4 MI NW FROM MOUND BAYOU.
 DK0692'THE MARK IS LOCATED 1.4 MILES NORTHWEST OF MOUND BAYOU ON THE
 DK0692'NORTHEAST ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK, 4.2 MILES
 DK0692'SOUTHEAST OF SHELBY IN THE SOUTHWEST 1/4 OF SECTION 29, T 24N, R 5W.
 DK0692'IT IS 105 FEET NORTHEAST AND ACROSS THE TRACK FROM THE CENTER OF A
 DK0692'GRAVELED ROAD, 44.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 15 FEET
 DK0692'NORTHEAST OF A ROW OF POLES, 182 1/2 FEET SOUTHEAST AND ACROSS THE
 DK0692'TRACK FROM MILEPOST 103, 95 FEET NORTH-NORTHEAST OF A TELEPHONE POLE
 DK0692'NO. 4353, 32.5 FEET WEST OF THE WEST CORNER OF A SHACK, 103 FEET
 DK0692'WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 24 FEET NORTHWEST
 DK0692'OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST ABOUT 4
 DK0692'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.  TO REACH
 DK0692'FROM THE U.S. POST OFFICE IN MOUND BAYOU GO NORTH ON U.S. HIGHWAY 61
 DK0692'FOR 0.95 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 DK0692'ROAD FOR 0.15 MILES TO A CROSSROAD ON THE NORTHWEST SIDE OF THE
 DK0692'RAILROAD TRACK.  TURN RIGHT AND GO NORTHWEST ON A GRAVELED ROAD FOR
 DK0692'0.35 MILES TO THE MARK ON THE RIGHT.
 DK0692
 DK0692                          STATION RECOVERY (2000)
 DK0692
 DK0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0999 ***********************************************************************
 DK0999  DESIGNATION -  J 200
 DK0999  PID         -  DK0999
 DK0999  STATE/COUNTY-  MS/BOLIVAR
 DK0999  USGS QUAD   -  ROSEDALE (1972)
 DK0999
 DK0999                         *CURRENT SURVEY CONTROL
 DK0999  ___________________________________________________________________
 DK0999* NAD 83(1986)-  33 51 08.     (N)    091 01 31.     (W)     SCALED    
 DK0999* NAVD 88     -        46.652  (meters)     153.06   (feet)  ADJUSTED  
 DK0999  ___________________________________________________________________
 DK0999  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DK0999  DYNAMIC HT  -          46.605 (meters)     152.90  (feet)  COMP
 DK0999  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 DK0999
 DK0999  VERT ORDER  -  FIRST     CLASS II
 DK0999
 DK0999.The horizontal coordinates were scaled from a topographic map and have
 DK0999.an estimated accuracy of +/- 6 seconds.
 DK0999
 DK0999.The orthometric height was determined by differential leveling
 DK0999.and adjusted in July 1994.
 DK0999
 DK0999.The geoid height was determined by GEOID03.
 DK0999
 DK0999.The dynamic height is computed by dividing the NAVD 88
 DK0999.geopotential number by the normal gravity value computed on the
 DK0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0999.degrees latitude (g = 980.6199 gals.).
 DK0999
 DK0999.The modeled gravity was interpolated from observed gravity values.
 DK0999
 DK0999;                    North         East    Units  Estimated Accuracy
 DK0999;SPC MS W     -   482,770.      635,970.      MT  (+/- 180 meters Scaled)
 DK0999
 DK0999                          SUPERSEDED SURVEY CONTROL
 DK0999
 DK0999  NAVD 88 (06/15/91)   46.685  (m)          153.17   (f) UNKNOWN     1 2
 DK0999  NGVD 29 (??/??/??)   46.753  (m)          153.39   (f) ADJUSTED    1 2
 DK0999
 DK0999.Superseded values are not recommended for survey control.
 DK0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0999.See file dsdata.txt to determine how the superseded data were derived.
 DK0999
 DK0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT826475(NAD 83)
 DK0999_MARKER: DB = BENCH MARK DISK
 DK0999_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK0999_SP_SET: BUILDING
 DK0999_STAMPING: J 200 1957
 DK0999_MARK LOGO: CGS   
 DK0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0999+STABILITY: SURFACE MOTION
 DK0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0999+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DK0999
 DK0999  HISTORY     - Date     Condition        Report By
 DK0999  HISTORY     - 1957     MONUMENTED       CGS
 DK0999  HISTORY     - 1974     GOOD             NGS
 DK0999  HISTORY     - 19920123 GOOD             NGS
 DK0999  HISTORY     - 20030716 GOOD             USACE
 DK0999
 DK0999                          STATION DESCRIPTION
 DK0999
 DK0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0999'IN ROSEDALE.
 DK0999'AT ROSEDALE, 0.10 MILE SOUTH ALONG STATE HIGHWAY 1 (MAIN STREET) FROM
 DK0999'THE COURTHOUSE, THENCE 0.1 MILE EAST ALONG BROWN STREET, ABOUT 149
 DK0999'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ILLINOIS CENTRAL
 DK0999'RAILROAD STATION, 116 FEET NORTH OF THE CENTER LINE OF BROWN STREET,
 DK0999'92 FEET WEST OF THE CENTER LINE OF RR STREET, 1.1 FEET SOUTH OF THE
 DK0999'NORTHEAST CORNER OF THE BUILDING, 3.3 FEET ABOVE LEVEL OF THE GROUND
 DK0999'AND SET VERTICALLY IN THE EAST FACE OF GEORGES BODY SHOP, BRICK
 DK0999'BUILDING.  SEC 10, T 23N, R 8W.
 DK0999
 DK0999                          STATION RECOVERY (1992)
 DK0999
 DK0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0999'0.7 KM (0.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK0999'OF STATE HIGHWAY 8 IN ROSEDALE, THENCE 0.2 KM (0.10 MI) EASTERLY
 DK0999'ALONG A PAVED STREET, SET VERTICALLY IN THE EAST FACE OF BRICK
 DK0999'BUILDING (FORMERLY GEORGES BODY SHOP), 35.4 M (116.1 FT) NORTH OF THE
 DK0999'STREET CENTER, 28.0 M (91.9 FT) WEST OF THE CENTER OF A PAVED STREET,
 DK0999'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT)
 DK0999'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 DK0999
 DK0999                          STATION RECOVERY (2003)
 DK0999
 DK0999'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0531 ***********************************************************************
 EH0531  DESIGNATION -  J 201
 EH0531  PID         -  EH0531
 EH0531  STATE/COUNTY-  MS/COAHOMA
 EH0531  USGS QUAD   -  CLARKSDALE (1967)
 EH0531
 EH0531                         *CURRENT SURVEY CONTROL
 EH0531  ___________________________________________________________________
 EH0531* NAD 83(1986)-  34 12 37.     (N)    090 32 44.     (W)     SCALED    
 EH0531* NAVD 88     -        52.565  (meters)     172.46   (feet)  ADJUSTED  
 EH0531  ___________________________________________________________________
 EH0531  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EH0531  DYNAMIC HT  -          52.513 (meters)     172.29  (feet)  COMP
 EH0531  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EH0531
 EH0531  VERT ORDER  -  FIRST     CLASS II
 EH0531
 EH0531.The horizontal coordinates were scaled from a topographic map and have
 EH0531.an estimated accuracy of +/- 6 seconds.
 EH0531
 EH0531.The orthometric height was determined by differential leveling
 EH0531.and adjusted in June 1991.
 EH0531
 EH0531.The geoid height was determined by GEOID03.
 EH0531
 EH0531.The dynamic height is computed by dividing the NAVD 88
 EH0531.geopotential number by the normal gravity value computed on the
 EH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0531.degrees latitude (g = 980.6199 gals.).
 EH0531
 EH0531.The modeled gravity was interpolated from observed gravity values.
 EH0531
 EH0531;                    North         East    Units  Estimated Accuracy
 EH0531;SPC MS W     -   522,290.      680,440.      MT  (+/- 180 meters Scaled)
 EH0531
 EH0531                          SUPERSEDED SURVEY CONTROL
 EH0531
 EH0531  NGVD 29 (??/??/??)   52.612  (m)          172.61   (f) ADJUSTED    1 2
 EH0531
 EH0531.Superseded values are not recommended for survey control.
 EH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0531.See file dsdata.txt to determine how the superseded data were derived.
 EH0531
 EH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT261881(NAD 83)
 EH0531_MARKER: DB = BENCH MARK DISK
 EH0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0531_SP_SET: CONCRETE BASE
 EH0531_STAMPING: J 201 1957
 EH0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0531
 EH0531  HISTORY     - Date     Condition        Report By
 EH0531  HISTORY     - 1957     MONUMENTED       CGS
 EH0531  HISTORY     - 1973     GOOD             MSHD
 EH0531
 EH0531                          STATION DESCRIPTION
 EH0531
 EH0531'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 EH0531'0.4 MI E FROM CLARKSDALE.
 EH0531'THE MARK IS LOCATED 0.4 MILE EAST OF CLARKSDALE JUST EAST OF THE
 EH0531'CROSSING OF THE ICRR TRACK WITH A SOUTH EDWARDS AVENUE IN THE CONCRETE
 EH0531'BASE OF THE NE ONE OF TWO LARGE GRAIN STORAGE TANKS AT THE PLANTERS
 EH0531'M.F.C., 0.4 MILE SOUTH OF LYON ABOUT 0.1 MILE NE OF MILE POST 75. IT
 EH0531'IS 42 FEET SE OF THE SE RAIL, 7 FEET SE OF THE SE RAIL OF A SIDE
 EH0531'TRACK, 26.5 FEET SE OF A CYCLONE FENCE, 52.5 FEET SW OF THE WEST
 EH0531'CORNER OF A WASH HOUSE, 189 FEET EAST OF THE CENTER OF THE CROSSING OF
 EH0531'A GRAVELED ROAD WITH THE ICRR TRACK, 48.5 FEET SOUTH OF A SWITCH
 EH0531'STAND, 49.5 FEET SW OF A POLE WITH A LAMP, 32 FEET SW OF A VERTICAL
 EH0531'RAIL PROJECTING 18 INCHES SET IN A DRILL HOLE IN THE NW SIDE OF THE
 EH0531'CONCRETE BASE OF THE NE ONE OF TWO LARGE GRAIN STORAGE TANKS AND IS
 EH0531'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.  TO REACH FROM THE JUNCTION
 EH0531'OF U.S. HIGHWAY 49, 61, AND DESOTO AVENUE IN CLARKSDALE GO NORTH ON
 EH0531'DESOTO AVENUE FOR 0.55 MILE TO THE INTERSECTION OF SOUTH EDWARDS
 EH0531'AVENUE JUST BEFORE REACHING THE ICRR TRACK.  TURN RIGHT AND GO EAST ON
 EH0531'SOUTH EDWARDS AVENUE FOR 1.35 MILES TO THE CROSSING OF THE ICRR TRACK
 EH0531'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0230 ***********************************************************************
 BW0230  DESIGNATION -  J 208
 BW0230  PID         -  BW0230
 BW0230  STATE/COUNTY-  MS/PIKE
 BW0230  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0230
 BW0230                         *CURRENT SURVEY CONTROL
 BW0230  ___________________________________________________________________
 BW0230* NAD 83(1986)-  31 12 55.     (N)    090 26 56.     (W)     SCALED    
 BW0230* NAVD 88     -       112.044  (meters)     367.60   (feet)  ADJUSTED  
 BW0230  ___________________________________________________________________
 BW0230  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BW0230  DYNAMIC HT  -         111.904 (meters)     367.14  (feet)  COMP
 BW0230  MODELED GRAV-     979,385.4   (mgal)                       NAVD 88
 BW0230
 BW0230  VERT ORDER  -  FIRST     CLASS I
 BW0230
 BW0230.The horizontal coordinates were scaled from a topographic map and have
 BW0230.an estimated accuracy of +/- 6 seconds.
 BW0230
 BW0230.The orthometric height was determined by differential leveling
 BW0230.and adjusted in February 1994.
 BW0230
 BW0230.The geoid height was determined by GEOID03.
 BW0230
 BW0230.The dynamic height is computed by dividing the NAVD 88
 BW0230.geopotential number by the normal gravity value computed on the
 BW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0230.degrees latitude (g = 980.6199 gals.).
 BW0230
 BW0230.The modeled gravity was interpolated from observed gravity values.
 BW0230
 BW0230;                    North         East    Units  Estimated Accuracy
 BW0230;SPC MS W     -   190,150.      688,990.      MT  (+/- 180 meters Scaled)
 BW0230
 BW0230                          SUPERSEDED SURVEY CONTROL
 BW0230
 BW0230  NAVD 88 (06/15/91)  112.086  (m)          367.74   (f) UNKNOWN     1 1
 BW0230  NGVD 29 (??/??/??)  112.075  (m)          367.70   (f) ADJUSTED    1 1
 BW0230
 BW0230.Superseded values are not recommended for survey control.
 BW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0230.See file dsdata.txt to determine how the superseded data were derived.
 BW0230
 BW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ430562(NAD 83)
 BW0230_MARKER: DB = BENCH MARK DISK
 BW0230_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BW0230+WITH SETTING: PAVEMENT
 BW0230_SP_SET: PAD
 BW0230_STAMPING: J 208 1959
 BW0230_MARK LOGO: CGS   
 BW0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0230+STABILITY: SURFACE MOTION
 BW0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0230+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 BW0230
 BW0230  HISTORY     - Date     Condition        Report By
 BW0230  HISTORY     - 1959     MONUMENTED       CGS
 BW0230  HISTORY     - 1969     GOOD             NGS
 BW0230  HISTORY     - 19920714 GOOD             NGS
 BW0230
 BW0230                          STATION DESCRIPTION
 BW0230
 BW0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0230'2.05 MI S FROM MCCOMB.
 BW0230'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0230'STATION AT MCCOMB, 0.05 MILE NORTH OF MILEPOST 809, SET IN THE TOP OF
 BW0230'THE SOUTHEAST CORNER OF A 12-BY-6-FOOT CONCRETE FOUNDATION WHICH
 BW0230'SUPPORTS TWO LARGE AIR COMPRESSOR TANK, 115 FEET WEST OF THE WEST RAIL
 BW0230'OF THE WEST SIDE TRACK, 23 FEET NORTH OF THE CENTER LINE OF A BLACK
 BW0230'TOP ROAD, 7.0 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A SMALL BRICK
 BW0230'BUILDING, 1 FOOT ABOVE THE LEVEL OF THE BLACK TOP ROAD.  1/4, SEC 24,
 BW0230'T 3N, R 7E.
 BW0230
 BW0230                          STATION RECOVERY (1992)
 BW0230
 BW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0230'1.8 KM (1.10 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0230'THE JUNCTION OF U.S. HIGHWAY 98 IN MCCOMB, NEAR THE SOUTHEAST CORNER
 BW0230'OF A 6 BY 12-FOOT CONCRETE PAD, 35.5 M (116.5 FT) WEST OF THE NEAR
 BW0230'RAIL, 13.2 M (43.3 FT) EAST OF THE CENTER OF A GRAVELED DRIVEWAY
 BW0230'LEADING TO THE MCCOMB EAST WASTE WATER TREATMENT PLANT, 6.8 M
 BW0230'(22.3 FT) NORTH OF THE CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) BELOW
 BW0230'THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0133 ***********************************************************************
 BW0133  DESIGNATION -  J 209
 BW0133  PID         -  BW0133
 BW0133  STATE/COUNTY-  MS/COPIAH
 BW0133  USGS QUAD   -  HAZLEHURST (1963)
 BW0133
 BW0133                         *CURRENT SURVEY CONTROL
 BW0133  ___________________________________________________________________
 BW0133* NAD 83(1986)-  31 46 57.     (N)    090 24 14.     (W)     SCALED    
 BW0133* NAVD 88     -       135.937  (meters)     445.99   (feet)  ADJUSTED  
 BW0133  ___________________________________________________________________
 BW0133  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW0133  DYNAMIC HT  -         135.775 (meters)     445.46  (feet)  COMP
 BW0133  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 BW0133
 BW0133  VERT ORDER  -  FIRST     CLASS I
 BW0133
 BW0133.The horizontal coordinates were scaled from a topographic map and have
 BW0133.an estimated accuracy of +/- 6 seconds.
 BW0133
 BW0133.The orthometric height was determined by differential leveling
 BW0133.and adjusted in February 1994.
 BW0133
 BW0133.The geoid height was determined by GEOID03.
 BW0133
 BW0133.The dynamic height is computed by dividing the NAVD 88
 BW0133.geopotential number by the normal gravity value computed on the
 BW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0133.degrees latitude (g = 980.6199 gals.).
 BW0133
 BW0133.The modeled gravity was interpolated from observed gravity values.
 BW0133
 BW0133;                    North         East    Units  Estimated Accuracy
 BW0133;SPC MS W     -   253,040.      693,320.      MT  (+/- 180 meters Scaled)
 BW0133
 BW0133                          SUPERSEDED SURVEY CONTROL
 BW0133
 BW0133  NAVD 88 (06/15/91)  135.939  (m)          445.99   (f) UNKNOWN     1 1
 BW0133  NGVD 29 (??/??/??)  135.939  (m)          445.99   (f) ADJUSTED    1 1
 BW0133
 BW0133.Superseded values are not recommended for survey control.
 BW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0133.See file dsdata.txt to determine how the superseded data were derived.
 BW0133
 BW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR458192(NAD 83)
 BW0133_MARKER: DB = BENCH MARK DISK
 BW0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BW0133_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BW0133_STAMPING: J 209 1960
 BW0133_MARK LOGO: CGS   
 BW0133_MAGNETIC: P = MARKER IS A STEEL PIPE
 BW0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0133+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 BW0133
 BW0133  HISTORY     - Date     Condition        Report By
 BW0133  HISTORY     - 1960     MONUMENTED       CGS
 BW0133  HISTORY     - 1969     GOOD             NGS
 BW0133  HISTORY     - 19920720 GOOD             NGS
 BW0133
 BW0133                          STATION DESCRIPTION
 BW0133
 BW0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0133'5.65 MI S FROM HAZLEHURST.
 BW0133'ABOUT 5.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0133'STATION AT HAZLEHURST, 0.65 MILE SOUTH OF A BLACK TOPPED ROAD CROSSING
 BW0133'AT MARTINSVILLE, ALSO ABOUT 6.0 MILES NORTH ALONG THE ILLINOIS CENTRAL
 BW0133'RAILROAD FROM THE CROSSING OF SPRING STREET AT WESSON, 0.2 MILE SOUTH
 BW0133'OF MILEPOST 768, 35 FEET EAST OF THE EAST RAIL, 12 FEET WEST OF THE
 BW0133'EAST RIGHT-OF-WAY FENCE LINE, 11 FEET NORTH OF THE 7TH POLE SOUTH OF
 BW0133'THE MILEPOST, 0.5 FOOT WEST OF A METAL WITNESS POST, 2 FEET ABOVE THE
 BW0133'LEVEL OF THE TRACK AND IS A DISK BRAZED ON THE TOP OF A 3 INCH IRON
 BW0133'PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND. 1/4, SEC
 BW0133'4, T 9N, R 8E.
 BW0133
 BW0133                          STATION RECOVERY (1992)
 BW0133
 BW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0133'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 BW0133'HAZELHURST, THENCE 9.1 KM (5.65 MI) SOUTHERLY ALONG THE ILLINOIS
 BW0133'CENTRAL RAILROAD, 0.3 MK SOUTHEAST OF MILEPOST 768, 15.0 M (49.2 FT)
 BW0133'NORTHEAST OF THE NEAR RAIL, 10.0 M (32.8 FT) SOUTHEAST OF THE
 BW0133'SOUTHEAST CORNER OF A FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED),
 BW0133'0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT) WEST
 BW0133'OF A WITNESS POST.  NOTE--THE DISK IS BRAZED TO A 3-INCH METAL PIPE
 BW0133'AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE PIPE DEPTH
 BW0133'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0467 ***********************************************************************
 BW0467  DESIGNATION -  J 21
 BW0467  PID         -  BW0467
 BW0467  STATE/COUNTY-  MS/FRANKLIN
 BW0467  USGS QUAD   -  KIRBY (1988)
 BW0467
 BW0467                         *CURRENT SURVEY CONTROL
 BW0467  ___________________________________________________________________
 BW0467* NAD 83(1986)-  31 30 14.     (N)    090 57 34.     (W)     SCALED    
 BW0467* NAVD 88     -        74.82   (+/-2cm)     245.5    (feet)  VERTCON   
 BW0467  ___________________________________________________________________
 BW0467  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BW0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW0467
 BW0467.The horizontal coordinates were scaled from a topographic map and have
 BW0467.an estimated accuracy of +/- 6 seconds.
 BW0467
 BW0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW0467.The vertical order pertains to the NGVD 29 superseded value.
 BW0467
 BW0467.The geoid height was determined by GEOID03.
 BW0467
 BW0467;                    North         East    Units  Estimated Accuracy
 BW0467;SPC MS W     -   222,310.      640,520.      MT  (+/- 180 meters Scaled)
 BW0467
 BW0467                          SUPERSEDED SURVEY CONTROL
 BW0467
 BW0467  NGVD 29 (??/??/92)   74.835  (m)          245.52   (f) ADJ UNCH    2 0
 BW0467
 BW0467.Superseded values are not recommended for survey control.
 BW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0467.See file dsdata.txt to determine how the superseded data were derived.
 BW0467
 BW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ937872(NAD 83)
 BW0467_MARKER: DB = BENCH MARK DISK
 BW0467_SETTING: 0 = UNSPECIFIED SETTING
 BW0467_STAMPING: 245.521 J 21 1934
 BW0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0467
 BW0467  HISTORY     - Date     Condition        Report By
 BW0467  HISTORY     - 1934     MONUMENTED       CGS
 BW0467  HISTORY     - 1968     GOOD             MSHD
 BW0467
 BW0467                          STATION DESCRIPTION
 BW0467
 BW0467'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW0467'4.4 MI W FROM MEADVILLE.
 BW0467'THE MARK IS LOCATED 4.4 MILES WEST ALONG THE MISSISSIPPI CENTRAL
 BW0467'RAILROAD FROM MEADVILLE IN THE SOUTHWEST ANGLE OF A PRIVATE ROAD
 BW0467'CROSSING AND IS IN THE NORTHWEST 1/4 OF SECTION 18, T 6N, R 2E.  IT IS
 BW0467'46 FEET SOUTH OF THE SOUTH RAIL, 14 FEET WEST OF THE CENTER OF THE
 BW0467'ROAD, 33 FEET WEST NORTHWEST OF A POWER LINE POLE, 1 FOOT SOUTH OF A
 BW0467'METAL WITNESS POST, PROJECTING 6 INCHES AND 2 FEET BELOW THE LEVEL OF
 BW0467'THE TRACK.  NOTE-- TO REACH FROM THE COURTHOUSE IN MEADVILLE GO WEST
 BW0467'ON U.S. HIGHWAY 84 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 BW0467'(NORTH) AND CONTINUE ON A BLACKTOP ROAD FOR 3.6 MILES TO A FORKS. TAKE
 BW0467'THE LEFT FORK AND CONTINUE ON A BLACKTOP ROAD FOR 1.70 MILES TO A SIDE
 BW0467'ROAD LEFT.  TURN LEFT (SOUTH) AND CONTINUE ON AN ALL WEATHER ROAD FOR
 BW0467'.13 MILES TO A FORK AND CHURCH IN THE ANGLE OF THE FORK. TAKE THE LEFT
 BW0467'FORK PASSING ON THE LEFT OF THE CHURCH, AND CONTINUE ON AN ALL WEATHER
 BW0467'ROAD FOR 0.5 MILE TO A CEMETERY ON THE LEFT.  CONTINUE ON A TRACK ROAD
 BW0467'FOR .25 MILE TO THE RAILROAD AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0317 ***********************************************************************
 CP0317  DESIGNATION -  J 210
 CP0317  PID         -  CP0317
 CP0317  STATE/COUNTY-  MS/RANKIN
 CP0317  USGS QUAD   -  JACKSON (1998)
 CP0317
 CP0317                         *CURRENT SURVEY CONTROL
 CP0317  ___________________________________________________________________
 CP0317* NAD 83(1986)-  32 16 46.     (N)    090 09 59.     (W)     SCALED    
 CP0317* NAVD 88     -        92.373  (meters)     303.06   (feet)  ADJUSTED  
 CP0317  ___________________________________________________________________
 CP0317  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0317  DYNAMIC HT  -          92.270 (meters)     302.72  (feet)  COMP
 CP0317  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CP0317
 CP0317  VERT ORDER  -  FIRST     CLASS II
 CP0317
 CP0317.The horizontal coordinates were scaled from a topographic map and have
 CP0317.an estimated accuracy of +/- 6 seconds.
 CP0317
 CP0317.The orthometric height was determined by differential leveling
 CP0317.and adjusted in July 1994.
 CP0317.WARNING-Repeat measurements at this control monument indicate possible
 CP0317.vertical movement.
 CP0317
 CP0317.The geoid height was determined by GEOID03.
 CP0317
 CP0317.The dynamic height is computed by dividing the NAVD 88
 CP0317.geopotential number by the normal gravity value computed on the
 CP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0317.degrees latitude (g = 980.6199 gals.).
 CP0317
 CP0317.The modeled gravity was interpolated from observed gravity values.
 CP0317
 CP0317;                    North         East    Units  Estimated Accuracy
 CP0317;SPC MS W     -   308,150.      715,730.      MT  (+/- 180 meters Scaled)
 CP0317
 CP0317                          SUPERSEDED SURVEY CONTROL
 CP0317
 CP0317  NAVD 88 (06/15/91)   92.394  (m)          303.13   (f) UNKNOWN     1 2
 CP0317  NGVD 29 (??/??/??)   92.404  (m)          303.16   (f) ADJUSTED    1 2
 CP0317
 CP0317.Superseded values are not recommended for survey control.
 CP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0317.See file dsdata.txt to determine how the superseded data were derived.
 CP0317
 CP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR668749(NAD 83)
 CP0317_MARKER: DB = BENCH MARK DISK
 CP0317_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0317_SP_SET: ABUTMENT
 CP0317_STAMPING: J 210 1960
 CP0317_MARK LOGO: CGS   
 CP0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0317+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP0317
 CP0317  HISTORY     - Date     Condition        Report By
 CP0317  HISTORY     - 1960     MONUMENTED       CGS
 CP0317  HISTORY     - 1977     GOOD             NGS
 CP0317  HISTORY     - 19920611 GOOD             NGS
 CP0317
 CP0317                          STATION DESCRIPTION
 CP0317
 CP0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CP0317'1.8 MI SE FROM JACKOSN.
 CP0317'THE MARK IS LOCATED 1.8 MILES SOUTHEAST OF THE CENTER OF THE BUSINESS
 CP0317'DISTRICT OF JACKSON, 2 MILES WEST OF THE BUSINESS DISTRICT OF PEARL,
 CP0317'1.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE U.S. HIGHWAY 80 BRIDGE
 CP0317'OVER U.S. HIGHWAY 51, 0.3 MILE EAST OF THE JUNCTION OF OLD U.S.
 CP0317'HIGHWAY 49, 0.5 MILE WEST OF THE JUNCTION OF NEW U.S. HIGHWAY 49 IN
 CP0317'THE NORTHEAST 1/4 OF SECTION 14, T 5N, R 1E.  IT IS 29 FEET SOUTH OF
 CP0317'THE CENTER OF THE MEDIUM, 16.5 FEET SOUTH OF THE CENTER OF THE
 CP0317'EASTBOUND LANE OF U.S. HIGHWAY 80 SET IN A DRILL HOLE IN THE SOUTH END
 CP0317'OF THE EAST ABUTMENT OF CONCRETE BRIDGE OVER THE I.C.G.R.R. TRACK 4
 CP0317'INCHES SOUTH OF A LARGE CONCRETE PILLAR AND IS ABOUT 1 1/2 FEET ABOVE
 CP0317'THE LEVEL OF THE HIGHWAY.
 CP0317
 CP0317                          STATION RECOVERY (1992)
 CP0317
 CP0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0317'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 CP0317'STATE STREET (U.S. HIGHWAY 51) IN JACKSON, IN TOP OF AND 0.6 M
 CP0317'(2.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CP0317'HIGHWAY OVERPASS OF THE ILLINOIS CENTRAL GULF PEARL RAILROAD, 9.1 M
 CP0317'(29.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.6 M (5.2 FT) WEST
 CP0317'OF THE SOUTHEAST CORNER OF A GUARDRAIL, AND 0.3 M (1.0 FT) ABOVE THE
 CP0317'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0464 ***********************************************************************
 CO0464  DESIGNATION -  J 211
 CO0464  PID         -  CO0464
 CO0464  STATE/COUNTY-  MS/LAUDERDALE
 CO0464  USGS QUAD   -  TOOMSUBA (1982)
 CO0464
 CO0464                         *CURRENT SURVEY CONTROL
 CO0464  ___________________________________________________________________
 CO0464* NAD 83(1986)-  32 25 03.     (N)    088 32 19.     (W)     SCALED    
 CO0464* NAVD 88     -       106.752  (meters)     350.24   (feet)  ADJUSTED  
 CO0464  ___________________________________________________________________
 CO0464  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CO0464  DYNAMIC HT  -         106.627 (meters)     349.83  (feet)  COMP
 CO0464  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CO0464
 CO0464  VERT ORDER  -  FIRST     CLASS I
 CO0464
 CO0464.The horizontal coordinates were scaled from a topographic map and have
 CO0464.an estimated accuracy of +/- 6 seconds.
 CO0464
 CO0464.The orthometric height was determined by differential leveling
 CO0464.and adjusted in June 1991.
 CO0464
 CO0464.The geoid height was determined by GEOID03.
 CO0464
 CO0464.The dynamic height is computed by dividing the NAVD 88
 CO0464.geopotential number by the normal gravity value computed on the
 CO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0464.degrees latitude (g = 980.6199 gals.).
 CO0464
 CO0464.The modeled gravity was interpolated from observed gravity values.
 CO0464
 CO0464;                    North         East    Units  Estimated Accuracy
 CO0464;SPC MS E     -   323,480.      327,720.      MT  (+/- 180 meters Scaled)
 CO0464
 CO0464                          SUPERSEDED SURVEY CONTROL
 CO0464
 CO0464  NGVD 29 (??/??/??)  106.734  (m)          350.18   (f) ADJUSTED    1 1
 CO0464
 CO0464.Superseded values are not recommended for survey control.
 CO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0464.See file dsdata.txt to determine how the superseded data were derived.
 CO0464
 CO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA553877(NAD 83)
 CO0464_MARKER: DB = BENCH MARK DISK
 CO0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0464_SP_SET: CONCRETE POST
 CO0464_STAMPING: J 211 1960
 CO0464_MARK LOGO: CGS   
 CO0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0464+STABILITY: SURFACE MOTION
 CO0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0464+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 CO0464
 CO0464  HISTORY     - Date     Condition        Report By
 CO0464  HISTORY     - 1960     MONUMENTED       CGS
 CO0464  HISTORY     - 1968     GOOD             NGS
 CO0464  HISTORY     - 19900214 GOOD             MSHD
 CO0464
 CO0464                          STATION DESCRIPTION
 CO0464
 CO0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0464'2.1 MI W FROM TOOMSUBA.
 CO0464'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAYS 11 AND 80 FROM THE BAPTIST
 CO0464'CHURCH AT TOOMSUBA, OR ABOUT 3.5 MILES EAST ALONG U.S. HIGHWAYS 11 AND
 CO0464'80 FROM THE BAPTIST CHURCH AT RUSSELL, IN SECTION 26, T 7 N, R 17 E,
 CO0464'0.1 MILE NORTHEAST OF THE HIGHWAY UNDERPASS FOR THE SOUTHERN RAILWAY
 CO0464'SYSTEM TRACK, 72 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 44
 CO0464'FEET EAST OF THE CENTERLINE OF A TRAIL ROAD, 118 FEET SOUTHWEST OF A
 CO0464'POWER POLE, 25 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE, 1 1/2
 CO0464'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 CO0464'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 CO0464'INCHES.
 CO0464
 CO0464                          STATION RECOVERY (1990)
 CO0464
 CO0464'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0464'MARK IS LOCATED ABOUT 10 MI (16.1 KM) EAST NORTHEAST OF MERIDIAN, ON
 CO0464'THE SOUTHWEST SIDE OF U.S. HIGHWAY 11 AND 80, 3.4 MI (5.5 KM) EAST OF
 CO0464'RUSSELL, 0.15 MI (0.24 KM) NORTHEAST OF A RAILROAD OVERPASS AND IS IN
 CO0464'SECTION 27, T 7N, R 17E.
 CO0464'TO REACH FROM THE BAPTIST CHURCH IN TOOMSUBA, GO WEST ON U.S. HIGHWAYS
 CO0464'11 AND 80 FOR 2.1 MI (3.4 KM) TO A WOODS ROAD AND THE MARK THE LEFT.
 CO0464'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT
 CO0464'2 FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 2 INCHES, 118
 CO0464'FT (36.0 M) SOUTHWEST OF A POWER POLE, 72 FT (21.9 M) SOUTHEAST OF
 CO0464'THE CENTER OF THE HIGHWAY, 42.5 FT (13.0 M) EAST OF THE CENTER OF A
 CO0464'WOODS ROAD AND 0.8 FT (0.2 M) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0873 ***********************************************************************
 CO0873  DESIGNATION -  J 212
 CO0873  PID         -  CO0873
 CO0873  STATE/COUNTY-  MS/RANKIN
 CO0873  USGS QUAD   -  BRANDON (1982)
 CO0873
 CO0873                         *CURRENT SURVEY CONTROL
 CO0873  ___________________________________________________________________
 CO0873* NAD 83(1986)-  32 17 23.     (N)    089 53 38.     (W)     SCALED    
 CO0873* NAVD 88     -       121.171  (meters)     397.54   (feet)  ADJUSTED  
 CO0873  ___________________________________________________________________
 CO0873  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CO0873  DYNAMIC HT  -         121.030 (meters)     397.08  (feet)  COMP
 CO0873  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CO0873
 CO0873  VERT ORDER  -  FIRST     CLASS I
 CO0873
 CO0873.The horizontal coordinates were scaled from a topographic map and have
 CO0873.an estimated accuracy of +/- 6 seconds.
 CO0873
 CO0873.The orthometric height was determined by differential leveling
 CO0873.and adjusted in June 1991.
 CO0873
 CO0873.The geoid height was determined by GEOID03.
 CO0873
 CO0873.The dynamic height is computed by dividing the NAVD 88
 CO0873.geopotential number by the normal gravity value computed on the
 CO0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0873.degrees latitude (g = 980.6199 gals.).
 CO0873
 CO0873.The modeled gravity was interpolated from observed gravity values.
 CO0873
 CO0873;                    North         East    Units  Estimated Accuracy
 CO0873;SPC MS W     -   309,360.      741,390.      MT  (+/- 180 meters Scaled)
 CO0873
 CO0873                          SUPERSEDED SURVEY CONTROL
 CO0873
 CO0873  NGVD 29 (??/??/??)  121.171  (m)          397.54   (f) ADJUSTED    1 1
 CO0873
 CO0873.Superseded values are not recommended for survey control.
 CO0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0873.See file dsdata.txt to determine how the superseded data were derived.
 CO0873
 CO0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA274762(NAD 83)
 CO0873_MARKER: DB = BENCH MARK DISK
 CO0873_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO0873_SP_SET: 32 FT
 CO0873_STAMPING: J 212 1960
 CO0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0873
 CO0873  HISTORY     - Date     Condition        Report By
 CO0873  HISTORY     - 1960     MONUMENTED       CGS
 CO0873  HISTORY     - 1968     GOOD             NGS
 CO0873  HISTORY     - 1977     GOOD             MSHD
 CO0873
 CO0873                          STATION DESCRIPTION
 CO0873
 CO0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0873'5.85 MI E FROM BRANDON.
 CO0873'ABOUT 5.85 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY
 CO0873'COURTHOUSE AT BRANDON, 74 1/2 FEET SOUTH OF THE CENTERLINE OF THE
 CO0873'HIGHWAY, 30 FEET WEST OF THE CENTER OF AN ALUMINUM GATE, 20 FEET WEST
 CO0873'OF AN UNDERGROUND TELEPHONE CABLE MARKER, 9 FEET NORTHWEST OF A
 CO0873'14-INCH OAK TREE 3 1/2 FEET NORTH OF A FENCE, 2.4 FEET SOUTH OF A
 CO0873'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 CO0873'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CO0873'DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH
 CO0873'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 9, T 5N, R 4E.
 CO0873
 CO0873                          STATION RECOVERY (1977)
 CO0873
 CO0873'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CO0873'IT IS 72 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF A BRICK
 CO0873'HOUSE AND 66 FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE BRICK
 CO0873'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0502 ***********************************************************************
 CO0502  DESIGNATION -  J 213
 CO0502  PID         -  CO0502
 CO0502  STATE/COUNTY-  MS/LAUDERDALE
 CO0502  USGS QUAD   -  MEEHAN (1982)
 CO0502
 CO0502                         *CURRENT SURVEY CONTROL
 CO0502  ___________________________________________________________________
 CO0502* NAD 83(1986)-  32 19 38.     (N)    088 52 25.     (W)     SCALED    
 CO0502* NAVD 88     -        91.435  (meters)     299.98   (feet)  ADJUSTED  
 CO0502  ___________________________________________________________________
 CO0502  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0502  DYNAMIC HT  -          91.328 (meters)     299.63  (feet)  COMP
 CO0502  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 CO0502
 CO0502  VERT ORDER  -  FIRST     CLASS I
 CO0502
 CO0502.The horizontal coordinates were scaled from a topographic map and have
 CO0502.an estimated accuracy of +/- 6 seconds.
 CO0502
 CO0502.The orthometric height was determined by differential leveling
 CO0502.and adjusted in June 1991.
 CO0502
 CO0502.The geoid height was determined by GEOID03.
 CO0502
 CO0502.The dynamic height is computed by dividing the NAVD 88
 CO0502.geopotential number by the normal gravity value computed on the
 CO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0502.degrees latitude (g = 980.6199 gals.).
 CO0502
 CO0502.The modeled gravity was interpolated from observed gravity values.
 CO0502
 CO0502;                    North         East    Units  Estimated Accuracy
 CO0502;SPC MS E     -   313,430.      296,210.      MT  (+/- 180 meters Scaled)
 CO0502
 CO0502                          SUPERSEDED SURVEY CONTROL
 CO0502
 CO0502  NGVD 29 (??/??/??)   91.424  (m)          299.95   (f) ADJUSTED    1 1
 CO0502
 CO0502.Superseded values are not recommended for survey control.
 CO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0502.See file dsdata.txt to determine how the superseded data were derived.
 CO0502
 CO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA236782(NAD 83)
 CO0502_MARKER: DB = BENCH MARK DISK
 CO0502_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO0502_SP_SET: BASE OF GUARD RAILING
 CO0502_STAMPING: J 213 1961
 CO0502_MARK LOGO: CGS   
 CO0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0502+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 CO0502
 CO0502  HISTORY     - Date     Condition        Report By
 CO0502  HISTORY     - 1961     MONUMENTED       CGS
 CO0502  HISTORY     - 1968     GOOD             NGS
 CO0502  HISTORY     - 19900214 GOOD             MSHD
 CO0502
 CO0502                          STATION DESCRIPTION
 CO0502
 CO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0502'3.5 MI E FROM CHUNKY.
 CO0502'ABOUT 3.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CO0502'CHUNKY, IN SECTION 28, T 6 N, R 14 E, 0.1 MILE EAST OF AN ABANDONED
 CO0502'CAFE AND TRUCK STOP, SET IN THE TOP OF THE WEST END OF THE NORTH
 CO0502'CONCRETE BASE FOR THE NORTH GUARD RAIL ON A CONCRETE HIGHWAY BRIDGE
 CO0502'OVER TALLAHATTA CHEEK, 14 1/2 FEET NORTH OF THE CENTERLINE OF THE
 CO0502'HIGHWAY, 1.0 FOOT SOUTHWEST OF A CONCRETE PILLAR ON THE BRIDGE, AND
 CO0502'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CO0502
 CO0502                          STATION RECOVERY (1990)
 CO0502
 CO0502'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO0502'MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) EAST OF CHUNKY IN A CONCRETE
 CO0502'BRIDGE OVER TALLAHATTA CREEK, 0.45 MI (0.72 KM) WEST OF MEEHAN
 CO0502'JUNCTION AND IS IN SECTION 28, T 6N, R 14E.
 CO0502'TO REACH FROM THE BAPTIST CHURCH IN CUNKY, GO EAST ON U.S. HIGHWAY 80
 CO0502'FOR 2.5 MI (4.0 KM) TO A SIDE ROAD RIGHT, CONTINUE EAST ON U.S.
 CO0502'HIGHWAY 80 FOR 1.05 MI (1.69 KM) TO THE BRIDGE AND THE MARK ON THE
 CO0502'LEFT.
 CO0502'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE BASE OF THE WEST
 CO0502'WING OF THE NORTH GUARD RAIL OF A CONCRETE BRIDGE, ABOUT 1 FT
 CO0502'(0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, 18.5 FT (5.6 M) NORTH OF THE
 CO0502'CENTER OF HIGHWAY 80, 13 FT (4.0 M) WEST OF THE EAST EDGE OF THE WEST
 CO0502'ABUTMENT AND  0.75 FT (0.23 M) SOUTHWEST OF A PILLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0760 ***********************************************************************
 CO0760  DESIGNATION -  J 214
 CO0760  PID         -  CO0760
 CO0760  STATE/COUNTY-  MS/SCOTT
 CO0760  USGS QUAD   -  LAKE (1982)
 CO0760
 CO0760                         *CURRENT SURVEY CONTROL
 CO0760  ___________________________________________________________________
 CO0760* NAD 83(1986)-  32 21 17.     (N)    089 22 24.     (W)     SCALED    
 CO0760* NAVD 88     -       138.846  (meters)     455.53   (feet)  ADJUSTED  
 CO0760  ___________________________________________________________________
 CO0760  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CO0760  DYNAMIC HT  -         138.684 (meters)     455.00  (feet)  COMP
 CO0760  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CO0760
 CO0760  VERT ORDER  -  FIRST     CLASS I
 CO0760
 CO0760.The horizontal coordinates were scaled from a topographic map and have
 CO0760.an estimated accuracy of +/- 6 seconds.
 CO0760
 CO0760.The orthometric height was determined by differential leveling
 CO0760.and adjusted in June 1991.
 CO0760
 CO0760.The geoid height was determined by GEOID03.
 CO0760
 CO0760.The dynamic height is computed by dividing the NAVD 88
 CO0760.geopotential number by the normal gravity value computed on the
 CO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0760.degrees latitude (g = 980.6199 gals.).
 CO0760
 CO0760.The modeled gravity was interpolated from observed gravity values.
 CO0760
 CO0760;                    North         East    Units  Estimated Accuracy
 CO0760;SPC MS E     -   316,610.      249,170.      MT  (+/- 180 meters Scaled)
 CO0760
 CO0760                          SUPERSEDED SURVEY CONTROL
 CO0760
 CO0760  NGVD 29 (??/??/??)  138.840  (m)          455.51   (f) ADJUSTED    1 1
 CO0760
 CO0760.Superseded values are not recommended for survey control.
 CO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0760.See file dsdata.txt to determine how the superseded data were derived.
 CO0760
 CO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA766822(NAD 83)
 CO0760_MARKER: DB = BENCH MARK DISK
 CO0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0760_STAMPING: J 214 1961
 CO0760_MARK LOGO: CGS   
 CO0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0760+STABILITY: SURFACE MOTION
 CO0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0760+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1999
 CO0760
 CO0760  HISTORY     - Date     Condition        Report By
 CO0760  HISTORY     - 1961     MONUMENTED       CGS
 CO0760  HISTORY     - 1968     GOOD             NGS
 CO0760  HISTORY     - 19991220 GOOD             NGS
 CO0760
 CO0760                          STATION DESCRIPTION
 CO0760
 CO0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0760'3.1 MI W FROM LAKE.
 CO0760'ABOUT 0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CO0760'LAKE, THENCE 2.95 MILES WEST ALONG U.S. HIGHWAY 80, 47 1/2 FEET SOUTH
 CO0760'OF THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A CORNER FENCE
 CO0760'POST, 107 FEET NORTH OF A 30-INCH OAK TREE, 191 FEET EAST OF TELEPHONE
 CO0760'POLE NUMBER 6, 193 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CO0760'RANCH-STYLE BRICK HOUSE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 CO0760'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CO0760'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 16, T 6N, R 9E.
 CO0760
 CO0760                          STATION RECOVERY (1999)
 CO0760
 CO0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CO0760'RECOVERED AS DESCRIBED.  STATION IS 1.1 MILES (1.8 KM) WEST ON HWY 80
 CO0760'FROM INTERSECTION WITH GOOD HOPE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0624 ***********************************************************************
 BV0624  CBN         -  This is a Cooperative Base Network Control Station.
 BV0624  DESIGNATION -  J 22
 BV0624  PID         -  BV0624
 BV0624  STATE/COUNTY-  MS/FORREST
 BV0624  USGS QUAD   -  HATTIESBURG (1982)
 BV0624
 BV0624                         *CURRENT SURVEY CONTROL
 BV0624  ___________________________________________________________________
 BV0624* NAD 83(2007)-  31 22 24.44677(N)    089 21 28.13418(W)     ADJUSTED  
 BV0624* NAVD 88     -        49.755  (meters)     163.24   (feet)  ADJUSTED  
 BV0624  ___________________________________________________________________
 BV0624  EPOCH DATE  -        2002.00
 BV0624  X           -      61,090.024 (meters)                     COMP
 BV0624  Y           -  -5,450,227.316 (meters)                     COMP
 BV0624  Z           -   3,301,327.912 (meters)                     COMP
 BV0624  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BV0624  ELLIP HEIGHT-          23.213 (meters)          (02/10/07) ADJUSTED
 BV0624  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BV0624  DYNAMIC HT  -          49.695 (meters)     163.04  (feet)  COMP
 BV0624
 BV0624  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BV0624  Type    PID    Designation                      North   East  Ellip
 BV0624  -------------------------------------------------------------------
 BV0624  NETWORK BV0624 J 22                              1.10   1.22   4.51
 BV0624  -------------------------------------------------------------------
 BV0624  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 BV0624
 BV0624  VERT ORDER  -  SECOND    CLASS 0
 BV0624
 BV0624.The horizontal coordinates were established by GPS observations
 BV0624.and adjusted by the National Geodetic Survey in February 2007.
 BV0624
 BV0624.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BV0624.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BV0624.The horizontal coordinates are valid at the epoch date displayed above.
 BV0624.The epoch date for horizontal control is a decimal equivalence
 BV0624.of Year/Month/Day.
 BV0624
 BV0624.The orthometric height was determined by differential leveling
 BV0624.and adjusted in May 1996.
 BV0624
 BV0624.Photographs are available for this station.
 BV0624
 BV0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV0624
 BV0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0624
 BV0624.The ellipsoidal height was determined by GPS observations
 BV0624.and is referenced to NAD 83.
 BV0624
 BV0624.The geoid height was determined by GEOID03.
 BV0624
 BV0624.The dynamic height is computed by dividing the NAVD 88
 BV0624.geopotential number by the normal gravity value computed on the
 BV0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0624.degrees latitude (g = 980.6199 gals.).
 BV0624
 BV0624.The modeled gravity was interpolated from observed gravity values.
 BV0624
 BV0624;                    North         East     Units Scale Factor Converg.
 BV0624;SPC MS E     -   207,799.776   250,108.206   MT  0.99998069   -0 16 23.0
 BV0624;SPC MS E     -   681,756.43    820,563.34   sFT  0.99998069   -0 16 23.0
 BV0624;UTM  16      - 3,473,394.497   275,761.477   MT  1.00022024   -1 13 40.9
 BV0624
 BV0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0624!SPC MS E     -   0.99999635  x   0.99998069  =   0.99997704
 BV0624!UTM  16      -   0.99999635  x   1.00022024  =   1.00021659
 BV0624
 BV0624                          SUPERSEDED SURVEY CONTROL
 BV0624
 BV0624  ELLIP H (04/15/02)   23.215  (m)                       GP(       ) 4 2
 BV0624  NAD 83(1993)-  31 22 24.44655(N)    089 21 28.13389(W) AD(       ) B
 BV0624  ELLIP H (02/15/02)   23.212  (m)                       GP(       ) 4 1
 BV0624  NGVD 29 (??/??/92)   49.792  (m)          163.36   (f) ADJ UNCH    2 0
 BV0624
 BV0624.Superseded values are not recommended for survey control.
 BV0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0624.See file dsdata.txt to determine how the superseded data were derived.
 BV0624
 BV0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV7576173394(NAD 83)
 BV0624_MARKER: DB = BENCH MARK DISK
 BV0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0624_SP_SET: CONCRETE POST
 BV0624_STAMPING: J 22 1934 163.359
 BV0624_MARK LOGO: CGS   
 BV0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0624+STABILITY: SURFACE MOTION
 BV0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0624+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2008
 BV0624
 BV0624  HISTORY     - Date     Condition        Report By
 BV0624  HISTORY     - 1934     MONUMENTED       CGS
 BV0624  HISTORY     - 1965     GOOD             MSHD
 BV0624  HISTORY     - 1985     GOOD             MSU
 BV0624  HISTORY     - 19890509 SEE DESCRIPTION  MSHD
 BV0624  HISTORY     - 20000301 GOOD             NGS
 BV0624  HISTORY     - 20040801 GOOD             MSDOT
 BV0624  HISTORY     - 20061125 GOOD             MSU
 BV0624  HISTORY     - 20080201 GOOD             MSDOT
 BV0624
 BV0624                          STATION DESCRIPTION
 BV0624
 BV0624'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965
 BV0624'0.95 MI NW FROM HATTIESBURG.
 BV0624'TO REACH FROM THE INTERSTATE I-59 OVERPASS OVER U. S. HIGHWAY 49, GO
 BV0624'NORTHWEST ON HIGHWAY 49, FOUR LANE, FOR 0.75 MILE TO A CROSSROAD, TURN
 BV0624'RIGHT, EAST AND GO 0.2 MILE TO THE RAILROAD AND THE MARK IN THE
 BV0624'NORTHEAST ANGLE OF THE CROSSING.  STANDARD DISK SET IN A TOP OF A
 BV0624'CONCRETE POST.
 BV0624
 BV0624                          STATION RECOVERY (1985)
 BV0624
 BV0624'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1985
 BV0624'RECOVERED IN GOOD CONDITION.
 BV0624
 BV0624                          STATION RECOVERY (1989)
 BV0624
 BV0624'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0624'MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTHWEST OF HATTIESBURG, IN
 BV0624'THE NORTHEAST ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK AND
 BV0624'MAMMOTH SPRINGS ROAD AND IS IN SECTION 25, T 5N, R 14W.  TO REACH
 BV0624'FROM THE I-59 BRIDGE OVER U.S. HIGHWAY 49 ABOUT 3.9 MI (6.3 KM)
 BV0624'NORTHWEST OF HATTIESBURG, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 1.2 MI
 BV0624'(1.9 KM) TO A CROSSROAD, TURN RIGHT AND GO NORTHEAST ON A PAVED ROAD
 BV0624'FOR O.2 MI TO THE RAILROAD CROSSING AND THE MARK ON THE LEFT.  MARK
 BV0624'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 3
 BV0624'FT (0.9 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 1 INCH, 69 FT
 BV0624'(21.0 M) NORTH OF THE CENTER OF THE CROSSING, 54 FT (16.5 M)
 BV0624'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 22 FT (6.7 M) NORTHEAST OF
 BV0624'THE NORTHEAST RAIL AND 1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 BV0624
 BV0624                          STATION RECOVERY (2000)
 BV0624
 BV0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BV0624'RECOVERED AS DESCRIBED.  PAVED ROAD IS MAMMOTH SPRINGS ROAD, WHICH
 BV0624'TURNS OFF OF US 49 JUST SOUTH OF A CONCRETE CASTING PLANT AND RUNS
 BV0624'ALONG THE SOUTH SIDE OF THE PLANT PROPERTY TO THE RR CROSSING.
 BV0624
 BV0624                          STATION RECOVERY (2004)
 BV0624
 BV0624'RECOVERY NOTE BY MS DEPT TRANS 2004 (RH)
 BV0624'RECOVERED IN GOOD CONDITION.
 BV0624
 BV0624                          STATION RECOVERY (2006)
 BV0624
 BV0624'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2006 (TW)
 BV0624'RECOVERED IN GOOD CONDITION.
 BV0624
 BV0624                          STATION RECOVERY (2008)
 BV0624
 BV0624'RECOVERY NOTE BY MS DEPT TRANS 2008 (JA)
 BV0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1008 ***********************************************************************
 CO1008  DESIGNATION -  J 223
 CO1008  PID         -  CO1008
 CO1008  STATE/COUNTY-  MS/LAUDERDALE
 CO1008  USGS QUAD   -  CHUNKY (1983)
 CO1008
 CO1008                         *CURRENT SURVEY CONTROL
 CO1008  ___________________________________________________________________
 CO1008* NAD 83(1986)-  32 19 38.     (N)    088 53 58.     (W)     SCALED    
 CO1008* NAVD 88     -        93.727  (meters)     307.50   (feet)  ADJUSTED  
 CO1008  ___________________________________________________________________
 CO1008  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CO1008  DYNAMIC HT  -          93.618 (meters)     307.15  (feet)  COMP
 CO1008  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CO1008
 CO1008  VERT ORDER  -  FIRST     CLASS I
 CO1008
 CO1008.The horizontal coordinates were scaled from a topographic map and have
 CO1008.an estimated accuracy of +/- 6 seconds.
 CO1008
 CO1008.The orthometric height was determined by differential leveling
 CO1008.and adjusted in June 1991.
 CO1008
 CO1008.The geoid height was determined by GEOID03.
 CO1008
 CO1008.The dynamic height is computed by dividing the NAVD 88
 CO1008.geopotential number by the normal gravity value computed on the
 CO1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1008.degrees latitude (g = 980.6199 gals.).
 CO1008
 CO1008.The modeled gravity was interpolated from observed gravity values.
 CO1008
 CO1008;                    North         East    Units  Estimated Accuracy
 CO1008;SPC MS E     -   313,440.      293,780.      MT  (+/- 180 meters Scaled)
 CO1008
 CO1008                          SUPERSEDED SURVEY CONTROL
 CO1008
 CO1008  NGVD 29 (??/??/??)   93.716  (m)          307.47   (f) ADJUSTED    1 1
 CO1008
 CO1008.Superseded values are not recommended for survey control.
 CO1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1008.See file dsdata.txt to determine how the superseded data were derived.
 CO1008
 CO1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA212782(NAD 83)
 CO1008_MARKER: DB = BENCH MARK DISK
 CO1008_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO1008_SP_SET: BOX CULVERT
 CO1008_STAMPING: J 223 1968
 CO1008_MARK LOGO: CGS   
 CO1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1008+STABILITY: SURFACE MOTION
 CO1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1008+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 CO1008
 CO1008  HISTORY     - Date     Condition        Report By
 CO1008  HISTORY     - UNK      MONUMENTED
 CO1008  HISTORY     - 19900412 GOOD             MSHD
 CO1008
 CO1008                          STATION DESCRIPTION
 CO1008
 CO1008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1008'MARK IS LOCATED ABOUT 12 MI (19.3 KM) WEST OF MERIDIAN IN A CULVERT
 CO1008'UNDER U.S. HIGHWAY 80, 1.8 MI (2.9 KM) EAST OF CHUNKY, 1 MI (1.6 KM)
 CO1008'EAST OF THE NEWTON-LAUDERDALE COUNTY LINE, 0.1 MI (0.2 KM) EAST OF A
 CO1008'CURVE IN THE HIGHWAY, ABOUT 150 YDS WEST OF THE WESTERN INN AND IS IN
 CO1008'SECTION 30, T 6N, R 14E.
 CO1008'TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO EAST ON U.S. HIGHWAY 80
 CO1008'FOR 2 MI (3.2 KM) TO THE MARK ON THE LEFT.
 CO1008'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF THE WEST END OF
 CO1008'THE NORTH HEADWALL OF A CONCRETE BOX CULVERT, ABOUT 3 FT (0.9 M)
 CO1008'BELOW THE LEVEL OF THE HIGHWAY, 272 FT (82.9 M) WEST OF AN OVERHEAD
 CO1008'POWER LINE CROSSING THE HIGHWAY, 79 FT (24.1 M) WEST OF THE CENTER OF
 CO1008'A PRIVATE ROAD, 21 FT (6.4 M) NORTH OF THE CENTER OF THE HIGHWAY AND
 CO1008'1 FT (0.3 M) EAST OF THE WEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0558 ***********************************************************************
 CP0558  DESIGNATION -  J 225
 CP0558  PID         -  CP0558
 CP0558  STATE/COUNTY-  MS/WARREN
 CP0558  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0558
 CP0558                         *CURRENT SURVEY CONTROL
 CP0558  ___________________________________________________________________
 CP0558* NAD 83(1986)-  32 19 03.     (N)    090 53 37.     (W)     SCALED    
 CP0558* NAVD 88     -        44.145  (meters)     144.83   (feet)  ADJUSTED  
 CP0558  ___________________________________________________________________
 CP0558  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CP0558  DYNAMIC HT  -          44.094 (meters)     144.67  (feet)  COMP
 CP0558  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CP0558
 CP0558  VERT ORDER  -  FIRST     CLASS I
 CP0558
 CP0558.The horizontal coordinates were scaled from a topographic map and have
 CP0558.an estimated accuracy of +/- 6 seconds.
 CP0558
 CP0558.The orthometric height was determined by differential leveling
 CP0558.and adjusted in June 1991.
 CP0558
 CP0558.The geoid height was determined by GEOID03.
 CP0558
 CP0558.The dynamic height is computed by dividing the NAVD 88
 CP0558.geopotential number by the normal gravity value computed on the
 CP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0558.degrees latitude (g = 980.6199 gals.).
 CP0558
 CP0558.The modeled gravity was interpolated from observed gravity values.
 CP0558
 CP0558;                    North         East    Units  Estimated Accuracy
 CP0558;SPC MS W     -   312,490.      647,240.      MT  (+/- 180 meters Scaled)
 CP0558
 CP0558                          SUPERSEDED SURVEY CONTROL
 CP0558
 CP0558  NGVD 29 (??/??/??)   44.178  (m)          144.94   (f) ADJUSTED    1 1
 CP0558
 CP0558.Superseded values are not recommended for survey control.
 CP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0558.See file dsdata.txt to determine how the superseded data were derived.
 CP0558
 CP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR982775(NAD 83)
 CP0558_MARKER: DB = BENCH MARK DISK
 CP0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0558_SP_SET: FOOTING
 CP0558_STAMPING: J 225 1968
 CP0558_MARK LOGO: CGS   
 CP0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0558+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 CP0558
 CP0558  HISTORY     - Date     Condition        Report By
 CP0558  HISTORY     - 1968     MONUMENTED       CGS
 CP0558  HISTORY     - 1973     GOOD             NGS
 CP0558  HISTORY     - 1979     GOOD             NGS
 CP0558  HISTORY     - 19960319 GOOD             NGS
 CP0558
 CP0558                          STATION DESCRIPTION
 CP0558
 CP0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0558'2.75 MI S FROM VICKSBURG.
 CP0558'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND
 CP0558'COURTHOUSE AT VICKSBURG, THENCE 2.35 MILES SOUTH ALONG THE ILLINOIS
 CP0558'CENTRAL RAILROAD, SET IN THE TOP OF THE CENTER OF THE CONCRETE
 CP0558'FOUNDATION FOR THE MOST WESTERLY ONE OF TWO STEEL PILLARS FOR A
 CP0558'RAILROAD UNDERPASS FOR U.S. HIGHWAY 80, 30 FEET WEST OF THE WEST RAIL
 CP0558'OF THE MAIN TRACK, 16 FEET EAST OF THE EAST RAIL OF THE MOST WESTERLY
 CP0558'TRACK WHICH LEADS ACROSS THE RIVER, AND ABOUT 3 FEET ABOVE THE LEVEL
 CP0558'OF THE WEST TRACK.  SEC 29/30, T 16N, R 3E.
 CP0558
 CP0558                          STATION RECOVERY (1979)
 CP0558
 CP0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CP0558'RECOVERED IN GOOD CONDITION.
 CP0558
 CP0558                          STATION RECOVERY (1996)
 CP0558
 CP0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CP0558'IN VICKSBURG, AT THE INTERSECTION OF NORTH FRONTAGE ROAD (OLD HIGHWAY
 CP0558'80) AND THE NORFOLK SOUTHERN RAILROAD, NEAR THE CENTER OF THE MOST
 CP0558'WESTERLY OF 2 CONCRETE FOOTING FOR A METAL PILLAR FOR THE ROAD
 CP0558'OVERPASS OF THE TRACK, 9.1 M (29.9 FT) WEST OF THE NEAR RAIL OF THE
 CP0558'MAIN TRACK, 4.9 M (16.1 FT) EAST OF THE NEAR RAIL OF A TRACK LEADING
 CP0558'ACROSS THE MISSISSIPPI RIVER, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 CP0558'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0207 ***********************************************************************
 EH0207  DESIGNATION -  J 226
 EH0207  PID         -  EH0207
 EH0207  STATE/COUNTY-  MS/DE SOTO
 EH0207  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0207
 EH0207                         *CURRENT SURVEY CONTROL
 EH0207  ___________________________________________________________________
 EH0207* NAD 83(1986)-  34 52 15.     (N)    090 17 33.     (W)     SCALED    
 EH0207* NAVD 88     -        61.048  (meters)     200.29   (feet)  ADJUSTED  
 EH0207  ___________________________________________________________________
 EH0207  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EH0207  DYNAMIC HT  -          60.991 (meters)     200.10  (feet)  COMP
 EH0207  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 EH0207
 EH0207  VERT ORDER  -  FIRST     CLASS II
 EH0207
 EH0207.The horizontal coordinates were scaled from a topographic map and have
 EH0207.an estimated accuracy of +/- 6 seconds.
 EH0207
 EH0207.The orthometric height was determined by differential leveling
 EH0207.and adjusted in June 1991.
 EH0207
 EH0207.The geoid height was determined by GEOID03.
 EH0207
 EH0207.The dynamic height is computed by dividing the NAVD 88
 EH0207.geopotential number by the normal gravity value computed on the
 EH0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0207.degrees latitude (g = 980.6199 gals.).
 EH0207
 EH0207.The modeled gravity was interpolated from observed gravity values.
 EH0207
 EH0207;                    North         East    Units  Estimated Accuracy
 EH0207;SPC MS W     -   595,550.      703,730.      MT  (+/- 180 meters Scaled)
 EH0207
 EH0207                          SUPERSEDED SURVEY CONTROL
 EH0207
 EH0207  NGVD 29 (??/??/??)   61.066  (m)          200.35   (f) ADJUSTED    1 2
 EH0207
 EH0207.Superseded values are not recommended for survey control.
 EH0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0207.See file dsdata.txt to determine how the superseded data were derived.
 EH0207
 EH0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU474620(NAD 83)
 EH0207_MARKER: DB = BENCH MARK DISK
 EH0207_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0207_SP_SET: 4 FEET
 EH0207_STAMPING: J 226 1976
 EH0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0207
 EH0207  HISTORY     - Date     Condition        Report By
 EH0207  HISTORY     - 1976     MONUMENTED       NGS
 EH0207
 EH0207                          STATION DESCRIPTION
 EH0207
 EH0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0207'0.75 MI NW FROM PENTON.
 EH0207'0.75 MILE NORTHWEST ALONG A DIRT ROAD, WHICH CROSSES THE LEVEE, FROM A
 EH0207'RAILROAD CROSSING AT PENTON, 50 FEET SOUTH OF THE CENTER LINE OF THE
 EH0207'DIRT ROAD, 4 FEET NORTH OF A LARGE OAK TREE, AND 5 FEET SOUTHEAST OF A
 EH0207'2 INCH WATER PIPE FOR A PUMP.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0207'ROD TO A DEPTH OF 4 FEET ENCASED IN A PIPE PROJECTING +0 INCHES. ABOUT
 EH0207'LEVEL WITH GROUND 1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0975 ***********************************************************************
 BV0975  DESIGNATION -  J 23
 BV0975  PID         -  BV0975
 BV0975  STATE/COUNTY-  MS/SIMPSON
 BV0975  USGS QUAD   -  MENDENHALL EAST (1970)
 BV0975
 BV0975                         *CURRENT SURVEY CONTROL
 BV0975  ___________________________________________________________________
 BV0975* NAD 83(1986)-  31 52 56.     (N)    089 45 40.     (W)     SCALED    
 BV0975* NAVD 88     -       144.922  (meters)     475.46   (feet)  ADJUSTED  
 BV0975  ___________________________________________________________________
 BV0975  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BV0975  DYNAMIC HT  -         144.750 (meters)     474.90  (feet)  COMP
 BV0975  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BV0975
 BV0975  VERT ORDER  -  SECOND    CLASS 0
 BV0975
 BV0975.The horizontal coordinates were scaled from a topographic map and have
 BV0975.an estimated accuracy of +/- 6 seconds.
 BV0975
 BV0975.The orthometric height was determined by differential leveling
 BV0975.and adjusted in May 1996.
 BV0975
 BV0975.The geoid height was determined by GEOID03.
 BV0975
 BV0975.The dynamic height is computed by dividing the NAVD 88
 BV0975.geopotential number by the normal gravity value computed on the
 BV0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0975.degrees latitude (g = 980.6199 gals.).
 BV0975
 BV0975.The modeled gravity was interpolated from observed gravity values.
 BV0975
 BV0975;                    North         East    Units  Estimated Accuracy
 BV0975;SPC MS W     -   264,230.      754,140.      MT  (+/- 180 meters Scaled)
 BV0975
 BV0975                          SUPERSEDED SURVEY CONTROL
 BV0975
 BV0975  NGVD 29 (??/??/92)  144.886  (m)          475.35   (f) ADJ UNCH    2 0
 BV0975
 BV0975.Superseded values are not recommended for survey control.
 BV0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0975.See file dsdata.txt to determine how the superseded data were derived.
 BV0975
 BV0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA388307(NAD 83)
 BV0975_MARKER: DB = BENCH MARK DISK
 BV0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0975_SP_SET: CONCRETE POST
 BV0975_STAMPING: J 23 1934 475.347
 BV0975_MARK LOGO: CGS   
 BV0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0975+STABILITY: SURFACE MOTION
 BV0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0975+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 BV0975
 BV0975  HISTORY     - Date     Condition        Report By
 BV0975  HISTORY     - 1934     MONUMENTED       CGS
 BV0975  HISTORY     - 1967     GOOD             MSHD
 BV0975  HISTORY     - 19890717 GOOD             MSHD
 BV0975
 BV0975                          STATION DESCRIPTION
 BV0975
 BV0975'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 BV0975'2.0 MI NW FROM MAGEE.
 BV0975'LOCATED 2.0 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD TRACK
 BV0975'FROM THE STATION IN MAGEE IN THE NORTHEAST CORNER OF A LAWN IN FRONT
 BV0975'OF A HOUSE AND IS IN THE NORTHWEST 1/4 OF SECTION 35, T 1N, R 5E.  IT
 BV0975'IS 167 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 49, 42 FEET SOUTHWEST
 BV0975'OF THE CENTER OF THE CROSSING OF THE DRIVEWAY WITH THE RAILROAD TRACK,
 BV0975'34 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET NORTHWEST OF THE
 BV0975'CENTER OF THE DRIVEWAY AND 51 FEET WEST NORTHWEST OF A TELEPHONE POLE.
 BV0975'TO REACH FROM THE U.S. POST OFFICE IN MAGEE GO SOUTH ON MAIN AVENUE
 BV0975'FOR 0.15 MILE TO THE INTERSECTION OF OLD U.S. HIGHWAY 49. TURN RIGHT
 BV0975'(NORTHWEST) AND CONTINUE ON OLD U.S. HIGHWAY 49 FOR 1.8 MILES TO A
 BV0975'DRIVEWAY LEADING TO A HOUSE AWAY FROM THE HIGHWAY AND ACROSS THE TRACK
 BV0975'AND THE MARK ON THE LEFT AS DESCRIBED.
 BV0975
 BV0975                          STATION RECOVERY (1989)
 BV0975
 BV0975'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 BV0975'MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF MAGEE NEAR THE
 BV0975'SOUTHWEST R.O.W. OF THE I.C.G. RAILROAD TRACK, ON THE NORTHEAST
 BV0975'CORNER OF THE LAWN OF A FRAME HOUSE AND IS IN SECTION 35, T 1N, R 5E.
 BV0975'TO REACH FROM THE U.S. HIGHWAY 49 BRIDGE OVER OLD HIGHWAY 49 ABOUT 2
 BV0975'MI (3.2 KM) NORTHWEST OF MAGEE, GO SOUTHEAST ON OLD HIGHWAY 49 FOR
 BV0975'0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT.  MARK IS A STANDARD DISK
 BV0975'SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND, 168.5
 BV0975'FT (51.4 M) SOUTH SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY, 51.5 FT
 BV0975'(15.7 M) NORTHWEST OF A TELEPHONE POLE, 42.5 FT (13.0 M) SOUTHWEST OF
 BV0975'THE CROSSING OF THE RAILROAD TRACK WITH A GRAVEL DRIVEWAY, 34 FT
 BV0975'(10.4 M) SOUTHWEST OF THE SOUTHWEST RAIL, 23 FT (7.0 M) NORTHWEST OF
 BV0975'THE CENTER OF A DRIVEWAY AND 1 FT (0.3 M) SOUTHWEST OF A CARSONITE
 BV0975'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0271 ***********************************************************************
 BW0271  DESIGNATION -  J 235
 BW0271  PID         -  BW0271
 BW0271  STATE/COUNTY-  MS/LINCOLN
 BW0271  USGS QUAD   -  BOGUE CHITTO (1972)
 BW0271
 BW0271                         *CURRENT SURVEY CONTROL
 BW0271  ___________________________________________________________________
 BW0271* NAD 83(1986)-  31 23 48.     (N)    090 27 36.     (W)     SCALED    
 BW0271* NAVD 88     -       109.308  (meters)     358.62   (feet)  ADJUSTED  
 BW0271  ___________________________________________________________________
 BW0271  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BW0271  DYNAMIC HT  -         109.174 (meters)     358.18  (feet)  COMP
 BW0271  MODELED GRAV-     979,410.6   (mgal)                       NAVD 88
 BW0271
 BW0271  VERT ORDER  -  FIRST     CLASS I
 BW0271
 BW0271.The horizontal coordinates were scaled from a topographic map and have
 BW0271.an estimated accuracy of +/- 6 seconds.
 BW0271
 BW0271.The orthometric height was determined by differential leveling
 BW0271.and adjusted in February 1994.
 BW0271
 BW0271.The geoid height was determined by GEOID03.
 BW0271
 BW0271.The dynamic height is computed by dividing the NAVD 88
 BW0271.geopotential number by the normal gravity value computed on the
 BW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0271.degrees latitude (g = 980.6199 gals.).
 BW0271
 BW0271.The modeled gravity was interpolated from observed gravity values.
 BW0271
 BW0271;                    North         East    Units  Estimated Accuracy
 BW0271;SPC MS W     -   210,260.      687,950.      MT  (+/- 180 meters Scaled)
 BW0271
 BW0271                          SUPERSEDED SURVEY CONTROL
 BW0271
 BW0271  NAVD 88 (06/15/91)  109.343  (m)          358.74   (f) UNKNOWN     1 1
 BW0271  NGVD 29 (??/??/??)  109.336  (m)          358.71   (f) ADJUSTED    1 1
 BW0271
 BW0271.Superseded values are not recommended for survey control.
 BW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0271.See file dsdata.txt to determine how the superseded data were derived.
 BW0271
 BW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ415763(NAD 83)
 BW0271_MARKER: DB = BENCH MARK DISK
 BW0271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BW0271_SP_SET: BRIDGE ABUTMENT
 BW0271_STAMPING: J 235 1969
 BW0271_MARK LOGO: CGS   
 BW0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW0271+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BW0271
 BW0271  HISTORY     - Date     Condition        Report By
 BW0271  HISTORY     - 1969     MONUMENTED       CGS
 BW0271  HISTORY     - 19920625 GOOD             NGS
 BW0271
 BW0271                          STATION DESCRIPTION
 BW0271
 BW0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BW0271'2.9 MI S FROM BOGUE CHITTO.
 BW0271'ABOUT 2.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0271'WOODEN OVERPASS AT BOGUE CHITTO, 0.3 MILE SOUTH OF A GRAVELED ROAD
 BW0271'CROSSING, NEAR MILEPOST 796, SET ON THE TOP OF THE WEST END OF THE
 BW0271'NORTH CONCRETE ABUTMENT FOR A 68-FOOT CONCRETE BRIDGE OVER DUST
 BW0271'BRANCH, 54 FEET SOUTH OF MILEPOST 796, 7 FEET WEST OF THE WEST RAIL OF
 BW0271'THE WEST TRACK AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BW0271
 BW0271                          STATION RECOVERY (1992)
 BW0271
 BW0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0271'20.4 KM (12.65 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 BW0271'THE JUNCTION OF STATE HIGHWAY 550 (MONTICELLO STREET) IN BROOKHAVEN,
 BW0271'IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 BW0271'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING DUST BRANCH, 16.4 M
 BW0271'(53.8 FT) SOUTH OF MILEPOST 796, 1.9 M (6.2 FT) WEST OF THE NEAR
 BW0271'RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0564 ***********************************************************************
 CP0564  DESIGNATION -  J 236
 CP0564  PID         -  CP0564
 CP0564  STATE/COUNTY-  MS/WARREN
 CP0564  USGS QUAD   -  VICKSBURG WEST (1962)
 CP0564
 CP0564                         *CURRENT SURVEY CONTROL
 CP0564  ___________________________________________________________________
 CP0564* NAD 83(1986)-  32 21 49.     (N)    090 52 34.     (W)     SCALED    
 CP0564* NAVD 88     -        34.096  (meters)     111.86   (feet)  ADJUSTED  
 CP0564  ___________________________________________________________________
 CP0564  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP0564  DYNAMIC HT  -          34.057 (meters)     111.74  (feet)  COMP
 CP0564  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CP0564
 CP0564  VERT ORDER  -  FIRST     CLASS I
 CP0564
 CP0564.The horizontal coordinates were scaled from a topographic map and have
 CP0564.an estimated accuracy of +/- 6 seconds.
 CP0564
 CP0564.The orthometric height was determined by differential leveling
 CP0564.and adjusted in June 1991.
 CP0564
 CP0564.The geoid height was determined by GEOID03.
 CP0564
 CP0564.The dynamic height is computed by dividing the NAVD 88
 CP0564.geopotential number by the normal gravity value computed on the
 CP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0564.degrees latitude (g = 980.6199 gals.).
 CP0564
 CP0564.The modeled gravity was interpolated from observed gravity values.
 CP0564
 CP0564;                    North         East    Units  Estimated Accuracy
 CP0564;SPC MS W     -   317,600.      648,920.      MT  (+/- 180 meters Scaled)
 CP0564
 CP0564                          SUPERSEDED SURVEY CONTROL
 CP0564
 CP0564  NGVD 29 (??/??/92)   34.152  (m)          112.05   (f) ADJ UNCH    1 1
 CP0564
 CP0564.Superseded values are not recommended for survey control.
 CP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0564.See file dsdata.txt to determine how the superseded data were derived.
 CP0564
 CP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR998827(NAD 83)
 CP0564_MARKER: DV = VERTICAL CONTROL DISK
 CP0564_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CP0564+WITH SETTING: PAVEMENT
 CP0564_SP_SET: LANDING
 CP0564_STAMPING: J 236 1973
 CP0564_MARK LOGO: NGS   
 CP0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0564+STABILITY: SURFACE MOTION
 CP0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0564+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 CP0564
 CP0564  HISTORY     - Date     Condition        Report By
 CP0564  HISTORY     - 1973     MONUMENTED       NGS
 CP0564  HISTORY     - 19920203 GOOD             NGS
 CP0564  HISTORY     - 20050318 GOOD             USPSQD
 CP0564
 CP0564                          STATION DESCRIPTION
 CP0564
 CP0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0564'1.25 MI N FROM VICKSBURG.
 CP0564'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND
 CP0564'COURTHOUSE AT VICKSBURG, THENCE 1.1 MILE NORTH ALONG WASHINGTON STREET
 CP0564'(BUSINESS ROUTE, U.S. HIGHWAY 61), 24 1/2 FEET WEST OF THE CENTERLINE
 CP0564'OF U.S. HIGHWAY 61, 39.5 FEET SOUTH OF RAILROAD MILEPOST 219, 17 FEET
 CP0564'EAST OF THE EAST RAIL OF ILLINOIS CENTRAL RAILROAD, SET IN THE TOP
 CP0564'CENTER OF CONCRETE LANDING AT THE TOP OF 8 CONCRETE STEPS THAT LEAD
 CP0564'DOWN FROM THE SOUTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE TO THE
 CP0564'RAILROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND ABOUT 5
 CP0564'FEET ABOVE THE LEVEL OF THE TRACK.  SECTION 13, T 16N, R 3E.
 CP0564
 CP0564                          STATION RECOVERY (1992)
 CP0564
 CP0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0564'1.7 KM (1.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS
 CP0564'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS
 CP0564'(CLAY STREET) IN VICKSBURG, IN A CONCRETE LANDING AT THE TOP OF A
 CP0564'STAIRWAY LEADING FROM THE HIGHWAY TO A RAILROAD, 12.0 M (39.4 FT)
 CP0564'SOUTH OF RAILROAD MILEPOST 219, 7.5 M (24.6 FT) WEST OF THE HIGHWAY
 CP0564'CENTERLINE, 5.2 M (17.1 FT) EAST OF THE NEAR RAIL, 1.2 M (3.9 FT)
 CP0564'EAST OF THE WEST EDGE OF THE LANDING, AND 0.3 M (1.0 FT) ABOVE THE
 CP0564'LEVEL OF THE HIGHWAY.
 CP0564
 CP0564                          STATION RECOVERY (2005)
 CP0564
 CP0564'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 CP0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP1000 ***********************************************************************
 CP1000  DESIGNATION -  J 237
 CP1000  PID         -  CP1000
 CP1000  STATE/COUNTY-  MS/SHARKEY
 CP1000  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP1000
 CP1000                         *CURRENT SURVEY CONTROL
 CP1000  ___________________________________________________________________
 CP1000* NAD 83(1986)-  32 54 27.     (N)    090 55 40.     (W)     SCALED    
 CP1000* NAVD 88     -        32.753  (meters)     107.46   (feet)  ADJUSTED  
 CP1000  ___________________________________________________________________
 CP1000  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CP1000  DYNAMIC HT  -          32.717 (meters)     107.34  (feet)  COMP
 CP1000  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 CP1000
 CP1000  VERT ORDER  -  FIRST     CLASS I
 CP1000
 CP1000.The horizontal coordinates were scaled from a topographic map and have
 CP1000.an estimated accuracy of +/- 6 seconds.
 CP1000
 CP1000.The orthometric height was determined by differential leveling
 CP1000.and adjusted in June 1991.
 CP1000
 CP1000.The geoid height was determined by GEOID03.
 CP1000
 CP1000.The dynamic height is computed by dividing the NAVD 88
 CP1000.geopotential number by the normal gravity value computed on the
 CP1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP1000.degrees latitude (g = 980.6199 gals.).
 CP1000
 CP1000.The modeled gravity was interpolated from observed gravity values.
 CP1000
 CP1000;                    North         East    Units  Estimated Accuracy
 CP1000;SPC MS W     -   377,940.      644,390.      MT  (+/- 180 meters Scaled)
 CP1000
 CP1000                          SUPERSEDED SURVEY CONTROL
 CP1000
 CP1000  NGVD 29 (??/??/92)   32.807  (m)          107.63   (f) ADJ UNCH    1 1
 CP1000
 CP1000.Superseded values are not recommended for survey control.
 CP1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP1000.See file dsdata.txt to determine how the superseded data were derived.
 CP1000
 CP1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS937429(NAD 83)
 CP1000_MARKER: DV = VERTICAL CONTROL DISK
 CP1000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP1000_SP_SET: CURB
 CP1000_STAMPING: J 237 1973
 CP1000_MARK LOGO: NGS   
 CP1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1000+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 CP1000
 CP1000  HISTORY     - Date     Condition        Report By
 CP1000  HISTORY     - 1973     MONUMENTED       NGS
 CP1000  HISTORY     - 1974     GOOD             NGS
 CP1000  HISTORY     - 19920129 GOOD             NGS
 CP1000
 CP1000                          STATION DESCRIPTION
 CP1000
 CP1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CP1000'3.1 MI W FROM ROLLING FORK.
 CP1000'ABOUT 0.1 MILE SOUTH ALONG LOCUST STREET FROM THE COURTHOUSE AT
 CP1000'ROLLING FORK, THENCE 3 MILES WEST ALONG STATE HIGHWAY 14, AT A 90-FOOT
 CP1000'LONG CONCRETE HIGHWAY BRIDGE OVER INDIAN BAYOU (SHARKEY-ISSAQUENA CO.
 CP1000'LINE), 13 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CP1000'TOP OF THE EAST END OF THE SOUTH CONCRETE WALKWAY, AND ABOUT 1 FOOT
 CP1000'ABOVE LEVEL WITH THE HIGHWAY.  SECTION 9, T 12N, R 7W.
 CP1000
 CP1000                          STATION RECOVERY (1992)
 CP1000
 CP1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP1000'5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 CP1000'U.S. HIGHWAY 61 IN ROLLING FORK, IN TOP OF AND 0.2 M (0.7 FT) WEST OF
 CP1000'THE EAST END OF THE SOUTH CONCRETE CURB OF HIGHWAY BRIDGE NUMBER 80
 CP1000'SPANNING INDIAN BAYOU, AT THE ISSAQUENA-SHARKEY COUNTY LINE, AND 4.2
 CP1000'M (13.8 FT) SOUTH OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0098 ***********************************************************************
 EH0098  DESIGNATION -  J 238
 EH0098  PID         -  EH0098
 EH0098  STATE/COUNTY-  MS/TUNICA
 EH0098  USGS QUAD   -  ROBINSONVILLE (1981)
 EH0098
 EH0098                         *CURRENT SURVEY CONTROL
 EH0098  ___________________________________________________________________
 EH0098* NAD 83(1986)-  34 46 43.     (N)    090 20 27.     (W)     SCALED    
 EH0098* NAVD 88     -        59.235  (meters)     194.34   (feet)  ADJUSTED  
 EH0098  ___________________________________________________________________
 EH0098  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EH0098  DYNAMIC HT  -          59.179 (meters)     194.16  (feet)  COMP
 EH0098  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 EH0098
 EH0098  VERT ORDER  -  FIRST     CLASS I
 EH0098
 EH0098.The horizontal coordinates were scaled from a topographic map and have
 EH0098.an estimated accuracy of +/- 6 seconds.
 EH0098
 EH0098.The orthometric height was determined by differential leveling
 EH0098.and adjusted in July 1994.
 EH0098
 EH0098.The geoid height was determined by GEOID03.
 EH0098
 EH0098.The dynamic height is computed by dividing the NAVD 88
 EH0098.geopotential number by the normal gravity value computed on the
 EH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0098.degrees latitude (g = 980.6199 gals.).
 EH0098
 EH0098.The modeled gravity was interpolated from observed gravity values.
 EH0098
 EH0098;                    North         East    Units  Estimated Accuracy
 EH0098;SPC MS W     -   585,310.      699,310.      MT  (+/- 180 meters Scaled)
 EH0098
 EH0098                          SUPERSEDED SURVEY CONTROL
 EH0098
 EH0098  NAVD 88 (06/15/91)   59.258  (m)          194.42   (f) UNKNOWN     1 1
 EH0098  NGVD 29 (??/??/??)   59.273  (m)          194.46   (f) ADJUSTED    1 1
 EH0098
 EH0098.Superseded values are not recommended for survey control.
 EH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0098.See file dsdata.txt to determine how the superseded data were derived.
 EH0098
 EH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU433517(NAD 83)
 EH0098_MARKER: DV = VERTICAL CONTROL DISK
 EH0098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0098+WITH SETTING: INTO GROUND
 EH0098_SP_SET: METAL ROD WITH BASE PLATE
 EH0098_STAMPING: J 238 1974
 EH0098_MARK LOGO: NGS   
 EH0098_PROJECTION: RECESSED 5 CENTIMETERS
 EH0098_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0098+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 EH0098_ROD/PIPE-DEPTH: 1.2  meters
 EH0098
 EH0098  HISTORY     - Date     Condition        Report By
 EH0098  HISTORY     - 1974     MONUMENTED       NGS
 EH0098  HISTORY     - 1983     GOOD
 EH0098  HISTORY     - 19911112 GOOD             NGS
 EH0098  HISTORY     - 20030604 GOOD             USACE
 EH0098
 EH0098                          STATION DESCRIPTION
 EH0098
 EH0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0098'4.2 MI SW FROM ROBINSONVILLE.
 EH0098'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 304 FROM THE CROSSING WITH
 EH0098'ILLINOIS CENTRAL RAILROAD AT ROBINSONVILLE.  ALSO, 6.7 MILES NORTHEAST
 EH0098'OF TUNICA, THENCE 3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 61, 0.25 MILE
 EH0098'NORTHEAST OF A ROAD INTERSECTION AND A LARGE 2-STORY VACANT FRAME
 EH0098'BUILDING, 67 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 61, 71
 EH0098'FEET NORTHEAST OF A CONCRETE FOUNDATION OF THE MOST NORTHEASTERLY ONE
 EH0098'OF A GROUP OF GRAIN BINS, 30 FEET SOUTH OF THE CENTER LINE OF A NARROW
 EH0098'GRAVEL ROAD, 7.2 FEET SOUTH OF A PECAN TREE AND IN LINE WITH A ROW OF
 EH0098'TREES, 6.5 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE PEDESTAL SS, 0.8
 EH0098'FOOT NORTH OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY
 EH0098'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 EH0098'A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW LEVEL OF THE GROUND
 EH0098'AND PROTECTED BY A 4-INCH PLASTIC PIPE 1-INCH BELOW LEVEL OF THE
 EH0098'GROUND.  SECTION 35, T 4S, R 11W.
 EH0098
 EH0098                          STATION RECOVERY (1983)
 EH0098
 EH0098'RECOVERED 1983
 EH0098'RECOVERED IN GOOD CONDITION.
 EH0098
 EH0098                          STATION RECOVERY (1991)
 EH0098
 EH0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0098'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0098'STATE HIGHWAY 4 IN TUNICA, 22.0 M (72.2 FT) NORTHEAST OF THE
 EH0098'NORTHEAST FACE OF THE MOST NORTHERLY OF 5 GRAIN BINS, 20.3 M
 EH0098'(66.6 FT) WEST OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) SOUTH OF
 EH0098'THE CENTER OF A FIELD ENTRANCE, 5.0 M (16.4 FT) SOUTHWEST OF
 EH0098'UNDERGROUND CABLE WARNING SIGN NUMBER P 78, 1.7 M (5.6 FT) SOUTH OF A
 EH0098'30-INCH PECAN TREE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 EH0098'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 EH0098'IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 EH0098'SURFACE.
 EH0098
 EH0098                          STATION RECOVERY (2003)
 EH0098
 EH0098'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1330 ***********************************************************************
 DK1330  DESIGNATION -  J 239
 DK1330  PID         -  DK1330
 DK1330  STATE/COUNTY-  MS/WASHINGTON
 DK1330  USGS QUAD   -  WAYSIDE (1970)
 DK1330
 DK1330                         *CURRENT SURVEY CONTROL
 DK1330  ___________________________________________________________________
 DK1330* NAD 83(1986)-  33 17 51.     (N)    091 02 25.     (W)     SCALED    
 DK1330* NAVD 88     -        34.861  (meters)     114.37   (feet)  ADJUSTED  
 DK1330  ___________________________________________________________________
 DK1330  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DK1330  DYNAMIC HT  -          34.824 (meters)     114.25  (feet)  COMP
 DK1330  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK1330
 DK1330  VERT ORDER  -  FIRST     CLASS I
 DK1330
 DK1330.The horizontal coordinates were scaled from a topographic map and have
 DK1330.an estimated accuracy of +/- 6 seconds.
 DK1330
 DK1330.The orthometric height was determined by differential leveling
 DK1330.and adjusted in June 1991.
 DK1330
 DK1330.The geoid height was determined by GEOID03.
 DK1330
 DK1330.The dynamic height is computed by dividing the NAVD 88
 DK1330.geopotential number by the normal gravity value computed on the
 DK1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1330.degrees latitude (g = 980.6199 gals.).
 DK1330
 DK1330.The modeled gravity was interpolated from observed gravity values.
 DK1330
 DK1330;                    North         East    Units  Estimated Accuracy
 DK1330;SPC MS W     -   421,260.      634,160.      MT  (+/- 180 meters Scaled)
 DK1330
 DK1330                          SUPERSEDED SURVEY CONTROL
 DK1330
 DK1330  NGVD 29 (??/??/??)   34.906  (m)          114.52   (f) ADJUSTED    1 1
 DK1330
 DK1330.Superseded values are not recommended for survey control.
 DK1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1330.See file dsdata.txt to determine how the superseded data were derived.
 DK1330
 DK1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS824859(NAD 83)
 DK1330_MARKER: DV = VERTICAL CONTROL DISK
 DK1330_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1330+WITH SETTING: INTO GROUND
 DK1330_SP_SET: METAL ROD WITH BASE PLATE
 DK1330_STAMPING: J 239 1973
 DK1330_MARK LOGO: NGS   
 DK1330_PROJECTION: PROJECTING 10 CENTIMETERS
 DK1330_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1330+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 DK1330_ROD/PIPE-DEPTH: 1.2  meters
 DK1330
 DK1330  HISTORY     - Date     Condition        Report By
 DK1330  HISTORY     - 1973     MONUMENTED       NGS
 DK1330  HISTORY     - 1974     GOOD             NGS
 DK1330  HISTORY     - 19920128 GOOD             NGS
 DK1330
 DK1330                          STATION DESCRIPTION
 DK1330
 DK1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1330'1.95 MI N FROM WAYSIDE.
 DK1330'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 DK1330'WAYSIDE, AT THE INTERSECTION OF A PAVED ROAD LEADING EAST AND WEST,
 DK1330'87.5 FEET SOUTHEAST OF THE CENTER OF INTERSECTION, 66 FEET EAST OF THE
 DK1330'CENTER LINE OF THE HIGHWAY, 42.5 FEET SOUTH OF THE CENTER LINE OF THE
 DK1330'ROAD LEADING EAST, 11 FEET EAST OF A WOODEN UNDERGROUND CABLE MARKER
 DK1330'POST, 10 FEET WEST OF A WOODEN POST SUPPORTING A WOODEN SIGN FOR THE
 DK1330'LOOKOUT TOWER-MISSISSIPPI FORESTRY COMMISSION, 0.5 FOOT NORTH OF A
 DK1330'METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP
 DK1330'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 DK1330'PLATE.  THE DISK IS 0.1 FOOT BELOW SURFACE OF THE GROUND AND PROTECTED
 DK1330'IN A 4-INCH STEEL PIPE THAT IS FLUSH WITH THE GROUND. SECTION 34, T
 DK1330'17N, R 8W.
 DK1330
 DK1330                          STATION RECOVERY (1992)
 DK1330
 DK1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1330'11.4 KM (7.10 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK1330'U.S. HIGHWAY 82 IN GREENVILLE, 20.2 M (66.3 FT) EAST OF THE
 DK1330'CENTERLINE OF THE HIGHWAY, 13.0 M (42.7 FT) SOUTH OF THE CENTERLINE
 DK1330'OF WILMOT ROAD, 3.4 M (11.2 FT) EAST OF AN UNDERGROUND WARNING SIGN
 DK1330'AND JUNCTION BOX NUMBER PED 1, 3.1 M (10.2 FT) NORTH OF THE WEST LEG
 DK1330'OF A SIGN (MISSISSIPPI FORESTRY COMMISSION WASHINGTON LOOKOUT), 1.2 M
 DK1330'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 DK1330'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND
 DK1330'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0329 ***********************************************************************
 CP0329  DESIGNATION -  J 24
 CP0329  PID         -  CP0329
 CP0329  STATE/COUNTY-  MS/RANKIN
 CP0329  USGS QUAD   -  JACKSON (1998)
 CP0329
 CP0329                         *CURRENT SURVEY CONTROL
 CP0329  ___________________________________________________________________
 CP0329* NAD 83(1986)-  32 15 15.     (N)    090 08 36.     (W)     SCALED    
 CP0329* NAVD 88     -        83.843  (meters)     275.07   (feet)  ADJUSTED  
 CP0329  ___________________________________________________________________
 CP0329  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP0329  DYNAMIC HT  -          83.748 (meters)     274.76  (feet)  COMP
 CP0329  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CP0329
 CP0329  VERT ORDER  -  FIRST     CLASS I
 CP0329
 CP0329.The horizontal coordinates were scaled from a topographic map and have
 CP0329.an estimated accuracy of +/- 6 seconds.
 CP0329
 CP0329.The orthometric height was determined by differential leveling
 CP0329.and adjusted in June 1991.
 CP0329
 CP0329.The geoid height was determined by GEOID03.
 CP0329
 CP0329.The dynamic height is computed by dividing the NAVD 88
 CP0329.geopotential number by the normal gravity value computed on the
 CP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0329.degrees latitude (g = 980.6199 gals.).
 CP0329
 CP0329.The modeled gravity was interpolated from observed gravity values.
 CP0329
 CP0329;                    North         East    Units  Estimated Accuracy
 CP0329;SPC MS W     -   305,350.      717,900.      MT  (+/- 180 meters Scaled)
 CP0329
 CP0329                          SUPERSEDED SURVEY CONTROL
 CP0329
 CP0329  NGVD 29 (??/??/??)   83.850  (m)          275.10   (f) ADJUSTED    1 1
 CP0329
 CP0329.Superseded values are not recommended for survey control.
 CP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0329.See file dsdata.txt to determine how the superseded data were derived.
 CP0329
 CP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR691721(NAD 83)
 CP0329_MARKER: DB = BENCH MARK DISK
 CP0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0329_SP_SET: FOUNDATION
 CP0329_STAMPING: J 24 1934
 CP0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0329
 CP0329  HISTORY     - Date     Condition        Report By
 CP0329  HISTORY     - 1934     MONUMENTED       CGS
 CP0329  HISTORY     - 1977     GOOD             MNHD
 CP0329
 CP0329                          STATION DESCRIPTION
 CP0329
 CP0329'DESCRIBED BY MN HIGHWAY DEPT 1977
 CP0329'2 MI SW FROM PEARL.
 CP0329'THE MARK IS LOCATED 2 MILES SOUTHWEST OF PEARL NEAR THE CENTER OF THE
 CP0329'SOUTHWEST SIDE OF AN ABANDONED SEMAPHORE FOUNDATION, 0.85 MILE
 CP0329'NORTHWEST OF PEARSON IN THE NORTHEAST 1/4 OF SECTION 25, T 5N, R 1E.
 CP0329'IT IS 200 FEET SOUTHEAST OF A POINT OPPOSITE A WHISTLE POST, 47 FEET
 CP0329'NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 9.5 FEET SOUTHWEST OF THE
 CP0329'SOUTHWEST RAIL, 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN A
 CP0329'DRILL HOLE NEAR THE CENTER OF THE SOUTHWEST SIDE OF THE CONCRETE
 CP0329'FOUNDATION FOR A SEMPHORE THAT HAS BEEN TORN DOWN AND IS ABOUT 1/2
 CP0329'FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- TO REACH FROM THE JUNCTION
 CP0329'OF STATE HIGHWAY 468 AND U.S. HIGHWAY 80 1/2 MILE WEST OF PEARL GO
 CP0329'SOUTH ON STATE HIGHWAY 468 FOR 2.2 MILES TO WHERE THE HIGHWAY CURVES
 CP0329'SHARP LEFT.  CONTINUE SOUTH ON A BLACK TOP ROAD FOR 0.2 MILE TO A SIDE
 CP0329'ROAD RIGHT JUST BEYOND THE RAILROAD TRACK.  TURN RIGHT AND GO
 CP0329'NORTHWEST ON A BLACK TOP ROAD FOR 0.85 MILE TO THE MARK ON THE RIGHT
 CP0329'(0.1 MILE BEYOND A SIDE ROAD RIGHT).
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1009 ***********************************************************************
 DK1009  DESIGNATION -  J 240
 DK1009  PID         -  DK1009
 DK1009  STATE/COUNTY-  MS/BOLIVAR
 DK1009  USGS QUAD   -  SCOTT (1972)
 DK1009
 DK1009                         *CURRENT SURVEY CONTROL
 DK1009  ___________________________________________________________________
 DK1009* NAD 83(1986)-  33 34 54.     (N)    091 05 00.     (W)     SCALED    
 DK1009* NAVD 88     -        40.991  (meters)     134.48   (feet)  ADJUSTED  
 DK1009  ___________________________________________________________________
 DK1009  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DK1009  DYNAMIC HT  -          40.948 (meters)     134.34  (feet)  COMP
 DK1009  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 DK1009
 DK1009  VERT ORDER  -  FIRST     CLASS I
 DK1009
 DK1009.The horizontal coordinates were scaled from a topographic map and have
 DK1009.an estimated accuracy of +/- 6 seconds.
 DK1009
 DK1009.The orthometric height was determined by differential leveling
 DK1009.and adjusted in June 1991.
 DK1009
 DK1009.The geoid height was determined by GEOID03.
 DK1009
 DK1009.The dynamic height is computed by dividing the NAVD 88
 DK1009.geopotential number by the normal gravity value computed on the
 DK1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1009.degrees latitude (g = 980.6199 gals.).
 DK1009
 DK1009.The modeled gravity was interpolated from observed gravity values.
 DK1009
 DK1009;                    North         East    Units  Estimated Accuracy
 DK1009;SPC MS W     -   452,800.      630,380.      MT  (+/- 180 meters Scaled)
 DK1009
 DK1009                          SUPERSEDED SURVEY CONTROL
 DK1009
 DK1009  NGVD 29 (??/??/??)   41.055  (m)          134.69   (f) ADJUSTED    1 1
 DK1009
 DK1009.Superseded values are not recommended for survey control.
 DK1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1009.See file dsdata.txt to determine how the superseded data were derived.
 DK1009
 DK1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT778174(NAD 83)
 DK1009_MARKER: DB = BENCH MARK DISK
 DK1009_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK1009_SP_SET: 48 FEET
 DK1009_STAMPING: J 240 1974
 DK1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK1009
 DK1009  HISTORY     - Date     Condition        Report By
 DK1009  HISTORY     - 1974     MONUMENTED       NGS
 DK1009  HISTORY     - 19920127 MARK NOT FOUND   NGS
 DK1009
 DK1009                          STATION DESCRIPTION
 DK1009
 DK1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1009'1.30 MI S FROM SCOTT.
 DK1009'ABOUT 1.30 MILES SOUTH ALONG STATE HIGHWAY 1
 DK1009'FROM ITS JUNCTION WITH THE PAVED ROAD LEADING SOUTHEAST TO SCOTT, AT
 DK1009'THE JUNCTION OF STATE HIGHWAY 450, ABOUT 180 YARDS EAST OF THE CENTER
 DK1009'LINE OF THE JUNCTION, 176.3 FEET EAST OF THE FENCE CORNER POST, 69.1
 DK1009'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 450, 13 FEET EAST OF
 DK1009'THE CENTER OF A METAL GATE TO A PASTURE, 0.9 FOOT NORTH OF A FENCE,
 DK1009'0.5 FOOT WEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE
 DK1009'HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT BELOW LEVEL
 DK1009'OF THE GROUND AND PROTECTED BY A 4-INCH STEEL PIPE FLUSH WITH THE
 DK1009'GROUND.  ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  ROD DRIVING HARD AT 48
 DK1009'FEET.  SECTION 14, T 20N, R 9W.
 DK1009
 DK1009                          STATION RECOVERY (1992)
 DK1009
 DK1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1009'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1019 ***********************************************************************
 DK1019  DESIGNATION -  J 241
 DK1019  PID         -  DK1019
 DK1019  STATE/COUNTY-  MS/BOLIVAR
 DK1019  USGS QUAD   -  BENOIT (1972)
 DK1019
 DK1019                         *CURRENT SURVEY CONTROL
 DK1019  ___________________________________________________________________
 DK1019* NAD 83(1986)-  33 39 47.     (N)    091 01 00.     (W)     SCALED    
 DK1019* NAVD 88     -        42.369  (meters)     139.01   (feet)  ADJUSTED  
 DK1019  ___________________________________________________________________
 DK1019  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DK1019  DYNAMIC HT  -          42.325 (meters)     138.86  (feet)  COMP
 DK1019  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 DK1019
 DK1019  VERT ORDER  -  FIRST     CLASS I
 DK1019
 DK1019.The horizontal coordinates were scaled from a topographic map and have
 DK1019.an estimated accuracy of +/- 6 seconds.
 DK1019
 DK1019.The orthometric height was determined by differential leveling
 DK1019.and adjusted in June 1991.
 DK1019
 DK1019.The geoid height was determined by GEOID03.
 DK1019
 DK1019.The dynamic height is computed by dividing the NAVD 88
 DK1019.geopotential number by the normal gravity value computed on the
 DK1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK1019.degrees latitude (g = 980.6199 gals.).
 DK1019
 DK1019.The modeled gravity was interpolated from observed gravity values.
 DK1019
 DK1019;                    North         East    Units  Estimated Accuracy
 DK1019;SPC MS W     -   461,790.      636,630.      MT  (+/- 180 meters Scaled)
 DK1019
 DK1019                          SUPERSEDED SURVEY CONTROL
 DK1019
 DK1019  NGVD 29 (??/??/??)   42.440  (m)          139.24   (f) ADJUSTED    1 1
 DK1019
 DK1019.Superseded values are not recommended for survey control.
 DK1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1019.See file dsdata.txt to determine how the superseded data were derived.
 DK1019
 DK1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT838265(NAD 83)
 DK1019_MARKER: DV = VERTICAL CONTROL DISK
 DK1019_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK1019+WITH SETTING: INTO GROUND
 DK1019_SP_SET: METAL ROD WITH BASE PLATE
 DK1019_STAMPING: J 241 1974
 DK1019_MARK LOGO: NGS   
 DK1019_PROJECTION: PROJECTING 8 CENTIMETERS
 DK1019_MAGNETIC: I = MARKER IS A STEEL ROD
 DK1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1019+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 DK1019_ROD/PIPE-DEPTH: 1.2  meters
 DK1019
 DK1019  HISTORY     - Date     Condition        Report By
 DK1019  HISTORY     - 1974     MONUMENTED       NGS
 DK1019  HISTORY     - 19920123 GOOD             NGS
 DK1019
 DK1019                          STATION DESCRIPTION
 DK1019
 DK1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK1019'0.95 MI NW FROM BENOIT.
 DK1019'ABOUT 0.95 MILE NORTHWEST ALONG A PAVED AND
 DK1019'GRAVEL ROAD FROM THE POST OFFICE AT BENOIT, 56.2 FEET EAST-NORTHEAST
 DK1019'FROM THE CENTER LINE OF THE ROAD, 83 FEET NORTHEAST AND ACROSS THE
 DK1019'ROAD FROM A LONE 36-INCH PECAN TREE, 17 FEET EAST-NORTHEAST OF A POWER
 DK1019'POLE WITH A GUY WIRE, 5.3 FEET SOUTHWEST OF THE GUY WIRE, 0.9 FOOT
 DK1019'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND ON
 DK1019'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 DK1019'METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND
 DK1019'PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT.  SECTION 20, T
 DK1019'21N, R 8W.
 DK1019
 DK1019                          STATION RECOVERY (1992)
 DK1019
 DK1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK1019'24.5 KM (15.20 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 DK1019'OF STATE HIGHWAY 8 IN ROSEDALE, THENCE 1.7 KM (1.05 MI) NORTHWESTERLY
 DK1019'ALONG PRESTON STREET, 17.2 M (56.4 FT) NORTHEAST OF AND LEVEL WITH
 DK1019'THE CENTER OF THE STREET, 5.2 M (17.1 FT) NORTHEAST OF A UTILITY POLE
 DK1019'WITH A GUY CABLE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 DK1019'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 DK1019'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0575 ***********************************************************************
 DK0575  CBN         -  This is a Cooperative Base Network Control Station.
 DK0575  DESIGNATION -  J 242
 DK0575  PID         -  DK0575
 DK0575  STATE/COUNTY-  MS/BOLIVAR
 DK0575  USGS QUAD   -  GUNNISON (1969)
 DK0575
 DK0575                         *CURRENT SURVEY CONTROL
 DK0575  ___________________________________________________________________
 DK0575* NAD 83(2007)-  33 58 41.73930(N)    090 54 38.67210(W)     ADJUSTED  
 DK0575* NAVD 88     -        46.815  (meters)     153.59   (feet)  ADJUSTED  
 DK0575  ___________________________________________________________________
 DK0575  EPOCH DATE  -        2002.00
 DK0575  X           -     -84,156.879 (meters)                     COMP
 DK0575  Y           -  -5,293,954.334 (meters)                     COMP
 DK0575  Z           -   3,544,458.561 (meters)                     COMP
 DK0575  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DK0575  ELLIP HEIGHT-          20.308 (meters)          (02/10/07) ADJUSTED
 DK0575  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DK0575  DYNAMIC HT  -          46.768 (meters)     153.44  (feet)  COMP
 DK0575
 DK0575  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DK0575  Type    PID    Designation                      North   East  Ellip
 DK0575  -------------------------------------------------------------------
 DK0575  NETWORK DK0575 J 242                             0.35   0.31   0.76
 DK0575  -------------------------------------------------------------------
 DK0575  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 DK0575
 DK0575  VERT ORDER  -  FIRST     CLASS I
 DK0575
 DK0575.The horizontal coordinates were established by GPS observations
 DK0575.and adjusted by the National Geodetic Survey in February 2007.
 DK0575
 DK0575.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0575.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0575.The horizontal coordinates are valid at the epoch date displayed above.
 DK0575.The epoch date for horizontal control is a decimal equivalence
 DK0575.of Year/Month/Day.
 DK0575
 DK0575.The orthometric height was determined by differential leveling
 DK0575.and adjusted in June 1991.
 DK0575
 DK0575.Photographs are available for this station.
 DK0575
 DK0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0575
 DK0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0575
 DK0575.The ellipsoidal height was determined by GPS observations
 DK0575.and is referenced to NAD 83.
 DK0575
 DK0575.The geoid height was determined by GEOID03.
 DK0575
 DK0575.The dynamic height is computed by dividing the NAVD 88
 DK0575.geopotential number by the normal gravity value computed on the
 DK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0575.degrees latitude (g = 980.6199 gals.).
 DK0575
 DK0575.The modeled gravity was interpolated from observed gravity values.
 DK0575
 DK0575;                    North         East     Units Scale Factor Converg.
 DK0575;SPC MS W     -   496,686.248   646,644.942   MT  0.99998508   -0 19 21.8
 DK0575;SPC MS W     - 1,629,544.80  2,121,534.28   sFT  0.99998508   -0 19 21.8
 DK0575;UTM  15      - 3,761,712.747   693,003.743   MT  1.00005922   +1 10 04.8
 DK0575
 DK0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0575!SPC MS W     -   0.99999681  x   0.99998508  =   0.99998189
 DK0575!UTM  15      -   0.99999681  x   1.00005922  =   1.00005603
 DK0575
 DK0575                          SUPERSEDED SURVEY CONTROL
 DK0575
 DK0575  ELLIP H (02/03/05)   20.286  (m)                       GP(       ) 4 2
 DK0575  ELLIP H (09/08/03)   20.307  (m)                       GP(       ) 4 1
 DK0575  ELLIP H (08/22/02)   20.289  (m)                       GP(       ) 3 1
 DK0575  ELLIP H (04/15/02)   20.313  (m)                       GP(       ) 4 2
 DK0575  NAD 83(1993)-  33 58 41.73914(N)    090 54 38.67166(W) AD(       ) B
 DK0575  ELLIP H (02/15/02)   20.319  (m)                       GP(       ) 4 1
 DK0575  NAVD 88 (02/15/02)   46.81   (m)          153.6    (f) LEVELING    3  
 DK0575  NGVD 29 (??/??/??)   46.871  (m)          153.78   (f) ADJUSTED    1 1
 DK0575
 DK0575.Superseded values are not recommended for survey control.
 DK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0575.See file dsdata.txt to determine how the superseded data were derived.
 DK0575
 DK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9300461713(NAD 83)
 DK0575_MARKER: DV = VERTICAL CONTROL DISK
 DK0575_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0575+WITH SETTING: INTO GROUND
 DK0575_SP_SET: METAL ROD WITH BASE PLATE
 DK0575_STAMPING: J 242 1974
 DK0575_MARK LOGO: NGS   
 DK0575_PROJECTION: FLUSH
 DK0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0575+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 DK0575_ROD/PIPE-DEPTH: 1.20 meters
 DK0575
 DK0575  HISTORY     - Date     Condition        Report By
 DK0575  HISTORY     - 1974     MONUMENTED       NGS
 DK0575  HISTORY     - 19920124 GOOD             NGS
 DK0575  HISTORY     - 19920402 GOOD             JCLS
 DK0575  HISTORY     - 20000401 GOOD             NGS
 DK0575  HISTORY     - 20011019 GOOD             3001
 DK0575  HISTORY     - 20020424 GOOD             EMCINC
 DK0575  HISTORY     - 20020723 GOOD             PYBURN
 DK0575  HISTORY     - 20020913 GOOD             PYBURN
 DK0575  HISTORY     - 20030714 GOOD             USACE
 DK0575  HISTORY     - 20030726 GOOD             EMCINC
 DK0575  HISTORY     - 20060117 GOOD             EMCINC
 DK0575
 DK0575                          STATION DESCRIPTION
 DK0575
 DK0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DK0575'2.95 MI NE FROM GUNNISON.
 DK0575'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON
 DK0575'BAPTIST CHURCH AT GUNNISON, AT THE NORTHEAST SIDE OF MURRAY GIN
 DK0575'COMPANY, 66.8 FEET SOUTH OF THE CENTER LINE OF THE MOST SOUTHWESTERLY
 DK0575'DRIVE TO THE GIN, 42.9 FEET NORTHWEST OF THE CENTER LINE OF THE
 DK0575'HIGHWAY, 8.9 FEET SOUTHWEST OF THE NORTHEAST CORNER POST FOR A WIRE
 DK0575'FENCE AROUND A PEACH ORCHARD, 1.3 FEET SOUTHEAST OF THE FENCE, 1 FOOT
 DK0575'NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY
 DK0575'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 DK0575'A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW LEVEL OF THE GROUND
 DK0575'AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT. SECTION 3,
 DK0575'T 24N, R 7W.
 DK0575
 DK0575                          STATION RECOVERY (1992)
 DK0575
 DK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DK0575'18.8 KM (11.70 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE
 DK0575'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 22.6 M (74.1 FT) SOUTHWEST
 DK0575'OF THE CENTER OF A DRIVEWAY LEADING TO A COTTON GIN, 13.0 M
 DK0575'(42.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT)
 DK0575'SOUTHWEST OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 DK0575'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 DK0575'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 DK0575'GROUND SURFACE.
 DK0575
 DK0575                          STATION RECOVERY (1992)
 DK0575
 DK0575'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY)
 DK0575'RECOVERED IN GOOD CONDITION.
 DK0575
 DK0575                          STATION RECOVERY (2000)
 DK0575
 DK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0575'RECOVERED AS AMENDED.  THE STATION IS 11.7 MI (18.8 KM) NORTHEAST ON
 DK0575'ROUTE 1 FROM ROUTE 8 (AT ROSEDALE).  IT IS 74 FT (22.6 M) SOUTHWEST OF
 DK0575'THE CENTERLINE OF A DRIVEWAY TO A COTTON GIN, 13.O FT SOUTH OF A POWER
 DK0575'POLE, 31 FT (9.4 M) NW OF THE HWY EOP, 2 FT (0.6 M) BELOW THE HWY, AND
 DK0575'1 FT (0.3 M) SE OF A WITNESS POST.  THE FENCE IS GONE. STATION MARK IS
 DK0575'A DISK PROTECTED BY A PVC PIPE.
 DK0575
 DK0575                          STATION RECOVERY (2001)
 DK0575
 DK0575'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 DK0575'THE STATION IS LOCATED IN BOLIVAR COUNTY, MISSISSIPPI, ABOUT 2.95
 DK0575'MILES NE ALONG STATE HWY.
 DK0575'1 FROM THE GUNNISON BAPTIST CHURCH, AND 11.7 MILES NE ALONG HWY 1 FROM
 DK0575'THE JUNCTION OF
 DK0575'HWY. 8 ROSEDALE
 DK0575' 
 DK0575'OWNERSHIP- MURRAY GIN COMPANY
 DK0575' 
 DK0575'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 1 AND BAPTIST
 DK0575'CHURCH AT GUNNISON
 DK0575'GO 2.95 MILES NE ON HWY. 1 FROM HWY. 8 IN ROSEDALE
 DK0575' 
 DK0575'THE STATION IS 72 FEET SOUTH OF THE CENTERLINE OF THE MOST SOUTHERLY
 DK0575'DRIVEWAY TO THE
 DK0575'GIN, 42.5 FEET NW OF CENTERLINE OF HWY.  12.8 FEET 185 DEGREES FROM A
 DK0575'POWER POLE, 1.1 FEET
 DK0575'EAST OF A PLASTIC CORSONITE WITNESS POST. 2 FEET BELOW LEVEL OF HWY
 DK0575'AND ON TOP OF A 4
 DK0575'FOOT COOPER COATED STEEL ROD THAT IS ATTACHED TO A BASE PLATE. THE
 DK0575'DISK IS ENCASED IN A 4
 DK0575'INCH PVC PIPE AND IS FLUSH WITH GROUND. STATION IS STAMPED J242 1974.
 DK0575' 
 DK0575' 
 DK0575' 
 DK0575'
 DK0575
 DK0575                          STATION RECOVERY (2002)
 DK0575
 DK0575'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 DK0575'FOUND AS DESCRIBED.
 DK0575' 
 DK0575'
 DK0575
 DK0575                          STATION RECOVERY (2002)
 DK0575
 DK0575'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK0575'RECOVERED AS DESCRIBED
 DK0575'IPYBURN
 DK0575'
 DK0575
 DK0575                          STATION RECOVERY (2002)
 DK0575
 DK0575'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK0575'RECOVERED AS DESCRIBEDIPYBURN
 DK0575
 DK0575                          STATION RECOVERY (2003)
 DK0575
 DK0575'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 DK0575'RECOVERED IN GOOD CONDITION.
 DK0575
 DK0575                          STATION RECOVERY (2003)
 DK0575
 DK0575'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DK0575'RECOVERY NOTE BY EMC, INC. 2003 MARK FOUND AS DESCRIBED IN GOOD
 DK0575'CONDITION.
 DK0575
 DK0575                          STATION RECOVERY (2006)
 DK0575
 DK0575'RECOVERY NOTE BY EMC INCORPORATED 2006 (MDG)
 DK0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0113 ***********************************************************************
 EH0113  DESIGNATION -  J 243
 EH0113  PID         -  EH0113
 EH0113  STATE/COUNTY-  MS/DE SOTO
 EH0113  USGS QUAD   -  BANKS (1982)
 EH0113
 EH0113                         *CURRENT SURVEY CONTROL
 EH0113  ___________________________________________________________________
 EH0113* NAD 83(1986)-  34 49 52.     (N)    090 09 31.     (W)     SCALED    
 EH0113* NAVD 88     -        94.416  (meters)     309.76   (feet)  ADJUSTED  
 EH0113  ___________________________________________________________________
 EH0113  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EH0113  DYNAMIC HT  -          94.327 (meters)     309.47  (feet)  COMP
 EH0113  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 EH0113
 EH0113  VERT ORDER  -  FIRST     CLASS I
 EH0113
 EH0113.The horizontal coordinates were scaled from a topographic map and have
 EH0113.an estimated accuracy of +/- 6 seconds.
 EH0113
 EH0113.The orthometric height was determined by differential leveling
 EH0113.and adjusted in June 1991.
 EH0113
 EH0113.The geoid height was determined by GEOID03.
 EH0113
 EH0113.The dynamic height is computed by dividing the NAVD 88
 EH0113.geopotential number by the normal gravity value computed on the
 EH0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0113.degrees latitude (g = 980.6199 gals.).
 EH0113
 EH0113.The modeled gravity was interpolated from observed gravity values.
 EH0113
 EH0113;                    North         East    Units  Estimated Accuracy
 EH0113;SPC MS W     -   591,150.      715,980.      MT  (+/- 180 meters Scaled)
 EH0113
 EH0113                          SUPERSEDED SURVEY CONTROL
 EH0113
 EH0113  NGVD 29 (??/??/??)   94.426  (m)          309.80   (f) ADJUSTED    1 1
 EH0113
 EH0113.Superseded values are not recommended for survey control.
 EH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0113.See file dsdata.txt to determine how the superseded data were derived.
 EH0113
 EH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU598579(NAD 83)
 EH0113_MARKER: DV = VERTICAL CONTROL DISK
 EH0113_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0113+WITH SETTING: INTO GROUND
 EH0113_SP_SET: METAL ROD WITH BASE PLATE
 EH0113_STAMPING: J 243 1974
 EH0113_MARK LOGO: NGS   
 EH0113_PROJECTION: RECESSED 10 CENTIMETERS
 EH0113_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0113+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 EH0113_ROD/PIPE-DEPTH: 1.2  meters
 EH0113
 EH0113  HISTORY     - Date     Condition        Report By
 EH0113  HISTORY     - 1974     MONUMENTED       NGS
 EH0113  HISTORY     - 19911112 GOOD             NGS
 EH0113  HISTORY     - 20030529 GOOD             USACE
 EH0113
 EH0113                          STATION DESCRIPTION
 EH0113
 EH0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0113'0.6 MI W FROM EUDORA.
 EH0113'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 304 FROM THE FIRST BAPTIST
 EH0113'CHURCH AT EUDORA, 85 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 EH0113'BUILDING LIONS CLUB, 190 FEET EAST OF THE CENTER LINE OF THE ASPHALT
 EH0113'DRIVE TO LIONS CLUB, 65 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 EH0113'304, 30 FEET NORTH OF A FENCE CORNER POST, 8 FEET NORTH OF A POWER
 EH0113'POLE BRACED BY A GUY WIRE, 0.8 FOOT WEST OF A FENCE, 0.6 FOOT WEST OF
 EH0113'A METAL WITNESS POST, 3 1/2 FEET ABOVE LEVEL OF THE HIGHWAY AND ON THE
 EH0113'TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 EH0113'BASE PLATE.  THE DISK IS 1-INCH BELOW LEVEL OF THE GROUND AND
 EH0113'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND. SECTION 16,
 EH0113'T 3S, R 9W.
 EH0113
 EH0113                          STATION RECOVERY (1991)
 EH0113
 EH0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EH0113'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST
 EH0113'OFFICE IN WALLS, THENCE 13.8 KM (8.55 MI) EASTERLY ALONG STATE
 EH0113'HIGHWAY 304, 26.0 M (85.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 EH0113'THE EUDORA LIONS CLUB, 19.9 M (65.3 FT) NORTH OF THE HIGHWAY
 EH0113'CENTERLINE, 2.4 M (7.9 FT) NORTH-NORTHEAST OF AN UNDERGROUND CABLE
 EH0113'JUNCTION BOX, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2
 EH0113'M (0.7 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS
 EH0113'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.25 M (0.82 FT) BELOW
 EH0113'THE GROUND SURFACE.
 EH0113
 EH0113                          STATION RECOVERY (2003)
 EH0113
 EH0113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0685 ***********************************************************************
 EH0685  DESIGNATION -  J 244
 EH0685  PID         -  EH0685
 EH0685  STATE/COUNTY-  MS/COAHOMA
 EH0685  USGS QUAD   -  MOON LAKE (1964)
 EH0685
 EH0685                         *CURRENT SURVEY CONTROL
 EH0685  ___________________________________________________________________
 EH0685* NAD 83(1986)-  34 22 44.     (N)    090 36 35.     (W)     SCALED    
 EH0685* NAVD 88     -        54.155  (meters)     177.67   (feet)  ADJUSTED  
 EH0685  ___________________________________________________________________
 EH0685  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EH0685  DYNAMIC HT  -          54.102 (meters)     177.50  (feet)  COMP
 EH0685  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 EH0685
 EH0685  VERT ORDER  -  FIRST     CLASS I
 EH0685
 EH0685.The horizontal coordinates were scaled from a topographic map and have
 EH0685.an estimated accuracy of +/- 6 seconds.
 EH0685
 EH0685.The orthometric height was determined by differential leveling
 EH0685.and adjusted in July 1994.
 EH0685
 EH0685.The geoid height was determined by GEOID03.
 EH0685
 EH0685.The dynamic height is computed by dividing the NAVD 88
 EH0685.geopotential number by the normal gravity value computed on the
 EH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0685.degrees latitude (g = 980.6199 gals.).
 EH0685
 EH0685.The modeled gravity was interpolated from observed gravity values.
 EH0685
 EH0685;                    North         East    Units  Estimated Accuracy
 EH0685;SPC MS W     -   541,010.      674,580.      MT  (+/- 180 meters Scaled)
 EH0685
 EH0685                          SUPERSEDED SURVEY CONTROL
 EH0685
 EH0685  NAVD 88 (06/15/91)   54.172  (m)          177.73   (f) UNKNOWN     1 1
 EH0685  NGVD 29 (??/??/??)   54.222  (m)          177.89   (f) ADJUSTED    1 1
 EH0685
 EH0685.Superseded values are not recommended for survey control.
 EH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0685.See file dsdata.txt to determine how the superseded data were derived.
 EH0685
 EH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU197067(NAD 83)
 EH0685_MARKER: DV = VERTICAL CONTROL DISK
 EH0685_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0685+WITH SETTING: INTO GROUND
 EH0685_SP_SET: METAL ROD WITH BASE PLATE
 EH0685_STAMPING: J 244 1974
 EH0685_MARK LOGO: NGS   
 EH0685_PROJECTION: FLUSH
 EH0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0685+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH0685_ROD/PIPE-DEPTH: 1.2  meters
 EH0685
 EH0685  HISTORY     - Date     Condition        Report By
 EH0685  HISTORY     - 1974     MONUMENTED       NGS
 EH0685  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EH0685  HISTORY     - 19920123 GOOD             NGS
 EH0685  HISTORY     - 20030610 GOOD             USACE
 EH0685
 EH0685                          STATION DESCRIPTION
 EH0685
 EH0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0685'1.90 MI NE FROM FRIARS POINT.
 EH0685'ABOUT 1.90 MILES NORTHEAST ALONG SECOND STREET FROM THE NORTH DELTA
 EH0685'MUSEUM AND WATER TOWER AT FRIARS POINT, ABOUT 0.30 MILE WEST OF THE
 EH0685'SOUTH END OF RUSH BAYOU, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EH0685'25.5 FEET WEST OF THE NORTHWEST CORNER OF A SMALL WATER PUMP HOUSE,
 EH0685'7.8 FEET EAST OF A POWER POLE, 0.5 FOOT NORTH OF A METAL WITNESS POST,
 EH0685'0.5 FOOT ABOVE LEVEL OF THE ROAD AND ON THE TOP OF A 4-FOOT COPPER
 EH0685'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 EH0685'0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC
 EH0685'PIPE PROJECTING 0.1 FOOT.  SECTION 21, T 29N, R 4W.
 EH0685
 EH0685                          STATION RECOVERY (1983)
 EH0685
 EH0685'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0685'MARK NOT FOUND.
 EH0685
 EH0685                          STATION RECOVERY (1992)
 EH0685
 EH0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0685'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH0685'OFFICE IN FRIARS POINT, THENCE 1.8 KM (1.10 MI) NORTHEASTERLY ALONG
 EH0685'SEEP WATER ROAD, 9.5 M (31.2 FT) SOUTH OF THE ROAD CENTERLINE, 8.0 M
 EH0685'(26.2 FT) WEST OF THE SOUTHWEST CORNER OF A PUMP HOUSE, 2.3 M
 EH0685'(7.5 FT) EAST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE,
 EH0685'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) NORTH
 EH0685'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE
 EH0685'AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 EH0685
 EH0685                          STATION RECOVERY (2003)
 EH0685
 EH0685'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0075 ***********************************************************************
 EH0075  DESIGNATION -  J 245
 EH0075  PID         -  EH0075
 EH0075  STATE/COUNTY-  MS/TUNICA
 EH0075  USGS QUAD   -  DUNDEE (1982)
 EH0075
 EH0075                         *CURRENT SURVEY CONTROL
 EH0075  ___________________________________________________________________
 EH0075* NAD 83(1986)-  34 34 59.     (N)    090 24 15.     (W)     SCALED    
 EH0075* NAVD 88     -        56.330  (meters)     184.81   (feet)  ADJUSTED  
 EH0075  ___________________________________________________________________
 EH0075  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0075  DYNAMIC HT  -          56.276 (meters)     184.63  (feet)  COMP
 EH0075  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 EH0075
 EH0075  VERT ORDER  -  FIRST     CLASS I
 EH0075
 EH0075.The horizontal coordinates were scaled from a topographic map and have
 EH0075.an estimated accuracy of +/- 6 seconds.
 EH0075
 EH0075.The orthometric height was determined by differential leveling
 EH0075.and adjusted in July 1994.
 EH0075
 EH0075.The geoid height was determined by GEOID03.
 EH0075
 EH0075.The dynamic height is computed by dividing the NAVD 88
 EH0075.geopotential number by the normal gravity value computed on the
 EH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0075.degrees latitude (g = 980.6199 gals.).
 EH0075
 EH0075.The modeled gravity was interpolated from observed gravity values.
 EH0075
 EH0075;                    North         East    Units  Estimated Accuracy
 EH0075;SPC MS W     -   563,620.      693,500.      MT  (+/- 180 meters Scaled)
 EH0075
 EH0075                          SUPERSEDED SURVEY CONTROL
 EH0075
 EH0075  NAVD 88 (06/15/91)   56.327  (m)          184.80   (f) UNKNOWN     1 1
 EH0075  NGVD 29 (??/??/??)   56.363  (m)          184.92   (f) ADJUSTED    1 1
 EH0075
 EH0075.Superseded values are not recommended for survey control.
 EH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0075.See file dsdata.txt to determine how the superseded data were derived.
 EH0075
 EH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU380298(NAD 83)
 EH0075_MARKER: DV = VERTICAL CONTROL DISK
 EH0075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0075_SP_SET: COPPER-CLAD STEEL ROD
 EH0075_STAMPING: J 245 1974
 EH0075_MARK LOGO: NGS   
 EH0075_PROJECTION: FLUSH
 EH0075_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0075+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EH0075_ROD/PIPE-DEPTH: 14.6 meters
 EH0075
 EH0075  HISTORY     - Date     Condition        Report By
 EH0075  HISTORY     - 1974     MONUMENTED       NGS
 EH0075  HISTORY     - 1983     GOOD             USPSQD
 EH0075  HISTORY     - 19920122 GOOD             NGS
 EH0075  HISTORY     - 20030528 MARK NOT FOUND   USACE
 EH0075
 EH0075                          STATION DESCRIPTION
 EH0075
 EH0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EH0075'4 MI SW FROM EVANSVILLE.
 EH0075'ABOUT 4 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM ITS JUNCTION WITH
 EH0075'STATE HIGHWAY 4, ABOUT 140 FEET NORTHEAST OF A GREEN BRICK HOUSE, 55
 EH0075'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIHGWAY, 6 FEET
 EH0075'NORTHEAST OF A POWER POLE SUPPORTING A TRANSFORMER AND WITH TWO GUY
 EH0075'WIRES AND A WITNESS SHIELD NAILED TO IT, 17 FEET SOUTHEAST OF THE
 EH0075'NORTHWEST GUY WIRE, 3 FEET BELOW LEVEL OF THE HIGHWAY AND ON TOP OF A
 EH0075'COPPER COATED STEEL, 0.1 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED
 EH0075'BY A 4-INCH PLASTIC PIPE PROJECTING 0.3 FOOT.  THE ROD WAS DRIVEN TO A
 EH0075'DEPTH OF 48 FEET.  ROD DRIVING HARD AT 48 FEET.  SECTION 6, T 65, R
 EH0075'11W.
 EH0075
 EH0075                          STATION RECOVERY (1983)
 EH0075
 EH0075'RECOVERY NOTE BY US POWER SQUADRON 1983
 EH0075'RECOVERED IN GOOD CONDITION.
 EH0075
 EH0075                          STATION RECOVERY (1992)
 EH0075
 EH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH0075'12.4 KM (7.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH0075'STATE HIGHWAY 4 IN TUNICA, 44.1 M (144.7 FT) NORTHEAST OF THE
 EH0075'NORTHEAST CORNER OF A BRICK HOUSE, 16.7 M (54.8 FT) WEST OF THE
 EH0075'HIGHWAY CENTERLINE, 1.9 M (6.2 FT) NORTH OF A UTILITY POLE WITH 2 GUY
 EH0075'CABLES AND A TRANSFORMER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 EH0075'HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--THE DISK
 EH0075'IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 EH0075
 EH0075                          STATION RECOVERY (2003)
 EH0075
 EH0075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0075'NEW HIGHWAY CONSTRUCTION, ALL REFERENCES INCLUDING BRICK HOUSE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0835 ***********************************************************************
 CO0835  DESIGNATION -  J 25
 CO0835  PID         -  CO0835
 CO0835  STATE/COUNTY-  MS/SCOTT
 CO0835  USGS QUAD   -  HILLSBORO (1982)
 CO0835
 CO0835                         *CURRENT SURVEY CONTROL
 CO0835  ___________________________________________________________________
 CO0835* NAD 83(1986)-  32 28 20.     (N)    089 30 20.     (W)     SCALED    
 CO0835* NAVD 88     -       135.077  (meters)     443.17   (feet)  ADJUSTED  
 CO0835  ___________________________________________________________________
 CO0835  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CO0835  DYNAMIC HT  -         134.920 (meters)     442.65  (feet)  COMP
 CO0835  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CO0835
 CO0835  VERT ORDER  -  SECOND    CLASS 0
 CO0835
 CO0835.The horizontal coordinates were scaled from a topographic map and have
 CO0835.an estimated accuracy of +/- 6 seconds.
 CO0835
 CO0835.The orthometric height was determined by differential leveling
 CO0835.and adjusted in June 1991.
 CO0835
 CO0835.The geoid height was determined by GEOID03.
 CO0835
 CO0835.The dynamic height is computed by dividing the NAVD 88
 CO0835.geopotential number by the normal gravity value computed on the
 CO0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0835.degrees latitude (g = 980.6199 gals.).
 CO0835
 CO0835.The modeled gravity was interpolated from observed gravity values.
 CO0835
 CO0835;                    North         East    Units  Estimated Accuracy
 CO0835;SPC MS E     -   329,710.      236,810.      MT  (+/- 180 meters Scaled)
 CO0835
 CO0835                          SUPERSEDED SURVEY CONTROL
 CO0835
 CO0835  NGVD 29 (??/??/92)  135.064  (m)          443.12   (f) ADJ UNCH    2 0
 CO0835
 CO0835.Superseded values are not recommended for survey control.
 CO0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0835.See file dsdata.txt to determine how the superseded data were derived.
 CO0835
 CO0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA645955(NAD 83)
 CO0835_MARKER: DB = BENCH MARK DISK
 CO0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0835_STAMPING: J 25 1934
 CO0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0835+STABILITY: SURFACE MOTION
 CO0835
 CO0835  HISTORY     - Date     Condition        Report By
 CO0835  HISTORY     - 1934     MONUMENTED       CGS
 CO0835  HISTORY     - 1957     GOOD             NGS
 CO0835  HISTORY     - 1964     GOOD             NGS
 CO0835  HISTORY     - 1978     MARK NOT FOUND   USGS
 CO0835  HISTORY     - 1988     GOOD             USPSQD
 CO0835
 CO0835                          STATION DESCRIPTION
 CO0835
 CO0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CO0835'1.0 MI NE FROM HILLSBORO.
 CO0835'LOCATED 1.0 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE CROSSROAD IN
 CO0835'HILLSBORO, OPPOSITE A SIDE ROAD LEADING NORTHWEST AND IN THE NORTHEAST
 CO0835'ANGLE OF THE GRAVEL ROAD AND A DRIVEWAY LEADING NORTHEAST TO A
 CO0835'FARMHOUSE, 22 FEET EAST OF THE CENTER OF OLD STATE HIGHWAY 35, 32 FEET
 CO0835'NORTH OF THE PROJECTED CENTERLINE OF THE ROAD LEADING NORTHWEST, 5
 CO0835'FEET WEST OF A POWER POLE WITH A TRANSFORMER, 5 FEET EAST OF AN 8-INCH
 CO0835'PINE TREE AND 67 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE
 CO0835'FARMHOUSE.  IT IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 CO0835'FLUSH WITH THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 CO0835'NOTE-- A METAL WITNESS POST WAS SET 1.0 FOOT WEST OF THE MARK.
 CO0835
 CO0835                          STATION RECOVERY (1964)
 CO0835
 CO0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CO0835'RECOVERED IN GOOD CONDITION.
 CO0835
 CO0835                          STATION RECOVERY (1978)
 CO0835
 CO0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CO0835'MARK NOT FOUND.
 CO0835
 CO0835                          STATION RECOVERY (1988)
 CO0835
 CO0835'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHG)
 CO0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1078 ***********************************************************************
 CO1078  DESIGNATION -  J 251
 CO1078  PID         -  CO1078
 CO1078  STATE/COUNTY-  MS/CLARKE
 CO1078  USGS QUAD   -  SABLE (1983)
 CO1078
 CO1078                         *CURRENT SURVEY CONTROL
 CO1078  ___________________________________________________________________
 CO1078* NAD 83(1986)-  32 11 31.     (N)    088 40 52.     (W)     SCALED    
 CO1078* NAVD 88     -       147.264  (meters)     483.15   (feet)  ADJUSTED  
 CO1078  ___________________________________________________________________
 CO1078  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1078  DYNAMIC HT  -         147.090 (meters)     482.58  (feet)  COMP
 CO1078  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 CO1078
 CO1078  VERT ORDER  -  FIRST     CLASS II
 CO1078
 CO1078.The horizontal coordinates were scaled from a topographic map and have
 CO1078.an estimated accuracy of +/- 6 seconds.
 CO1078
 CO1078.The orthometric height was determined by differential leveling
 CO1078.and adjusted in June 1991.
 CO1078
 CO1078.The geoid height was determined by GEOID03.
 CO1078
 CO1078.The dynamic height is computed by dividing the NAVD 88
 CO1078.geopotential number by the normal gravity value computed on the
 CO1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1078.degrees latitude (g = 980.6199 gals.).
 CO1078
 CO1078.The modeled gravity was interpolated from observed gravity values.
 CO1078
 CO1078;                    North         East    Units  Estimated Accuracy
 CO1078;SPC MS E     -   298,440.      314,350.      MT  (+/- 180 meters Scaled)
 CO1078
 CO1078                          SUPERSEDED SURVEY CONTROL
 CO1078
 CO1078  NGVD 29 (??/??/??)  147.246  (m)          483.09   (f) ADJUSTED    1 2
 CO1078
 CO1078.Superseded values are not recommended for survey control.
 CO1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1078.See file dsdata.txt to determine how the superseded data were derived.
 CO1078
 CO1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA415629(NAD 83)
 CO1078_MARKER: DB = BENCH MARK DISK
 CO1078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CO1078_SP_SET: STAINLESS STEEL ROD
 CO1078_STAMPING: J 251 1980
 CO1078_MARK LOGO: NGS   
 CO1078_PROJECTION: RECESSED 5 CENTIMETERS
 CO1078_MAGNETIC: I = MARKER IS A STEEL ROD
 CO1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO1078+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1990
 CO1078_ROD/PIPE-DEPTH: 6.1  meters
 CO1078
 CO1078  HISTORY     - Date     Condition        Report By
 CO1078  HISTORY     - 1980     MONUMENTED       NGS
 CO1078  HISTORY     - 19900530 GOOD             MSHD
 CO1078
 CO1078                          STATION DESCRIPTION
 CO1078
 CO1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CO1078'19.1 KM NORTH FROM QUITMAN.
 CO1078'19.147 KILOMETERS (11.9 MILES) NORTH ALONG U.S. HIGHWAY 45 FROM THE
 CO1078'COURTHOUSE IN QUITMAN, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST
 CO1078'AND A FIELD ROAD LEADING WEST, AT A POWER LINE CROSSING OVER THE
 CO1078'HIGHWAY, 23.2 METERS (76.1 FEET) WEST OF THE CENTER LINE OF THE
 CO1078'HIGHWAY, 7.5 METERS (24.6 FEET) WEST OF THE SOUTH GATE POST OF GATE
 CO1078'FOR THE FIELD ROAD, 2.35 METERS (10 FEET) SOUTH OF THE CENTER OF THE
 CO1078'FIELD ROAD, 1.37 METERS (4.5 FEET) SOUTH OF A POWER POLE WITH AN
 CO1078'UNDERGROUND CABLE BOX NUMBER 297 BY IT, AND 0.37 METERS (1.2 FEET)
 CO1078'NORTH OF AN EAST-WEST FENCE LINE.
 CO1078'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CO1078'THE MARK IS 1 M ABOVE HIGHWAY.
 CO1078
 CO1078                          STATION RECOVERY (1990)
 CO1078
 CO1078'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990
 CO1078'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) SOUTH OF MERIDIAN, ON THE
 CO1078'WEST SIDE OF U.S. HIGHWAY 45 IN A PASTURE, 10.7 MI (17.2 KM)
 CO1078'NORTH-NORTHEAST OF QUITMAN, 2.6 MI (4.2 KM) SOUTH OF THE
 CO1078'CLARKE-LAUDERDALE COUNTY LINE AND IS IN SECTION 17, T 4N, R 16E.
 CO1078'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO NORTH ON U.S. HIGHWAY 45
 CO1078'FOR 10.45 MI (16.82 KM) TO THE JUNCTION OF STATE HIGHWAY 514,
 CO1078'CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 1.45 MI (2.33 KM) TO A SIDE
 CO1078'ROAD RIGHT AND THE MARK ON THE LEFT.
 CO1078'MARK IS A NSG DISK ON TOP OF A STAINLESS ROD SET TO THE DEPTH OF 6.1
 CO1078'METERS ENCASED IN A PIPE RECESSED 5 CENTIMETERS ABOUT 3.0 FT (0.9 M)
 CO1078'ABOVE THE LEVEL OF THE HIGHWAY, 76.5 FT (23.3 M) WEST OF THE CENTER OF
 CO1078'HIGHWAY 45, 25.0 FT (7.6 M) WEST OF A T FENCE CORNER, 12.0 FT
 CO1078'(3.7 M) SOUTH OF THE CENTER OF A PASTURE ROAD, 5.0 FT (1.5 M) EAST OF
 CO1078'A TELEPHONE CABLE WARNING SIGN POST, 4.0 FT (1.2 M) SOUTH OF A POWER
 CO1078'POLE, 1.2 FT (0.4 M) NORTH OF A FENCE AND 0.7 FT (0.2 M) EAST OF A
 CO1078'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0970 ***********************************************************************
 CO0970  DESIGNATION -  J 26
 CO0970  PID         -  CO0970
 CO0970  STATE/COUNTY-  MS/ATTALA
 CO0970  USGS QUAD   -  SINGLETON (1989)
 CO0970
 CO0970                         *CURRENT SURVEY CONTROL
 CO0970  ___________________________________________________________________
 CO0970* NAD 83(1986)-  32 59 51.     (N)    089 33 27.     (W)     SCALED    
 CO0970* NAVD 88     -       128.969  (meters)     423.13   (feet)  ADJUSTED  
 CO0970  ___________________________________________________________________
 CO0970  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CO0970  DYNAMIC HT  -         128.827 (meters)     422.66  (feet)  COMP
 CO0970  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 CO0970
 CO0970  VERT ORDER  -  SECOND    CLASS 0
 CO0970
 CO0970.The horizontal coordinates were scaled from a topographic map and have
 CO0970.an estimated accuracy of +/- 6 seconds.
 CO0970
 CO0970.The orthometric height was determined by differential leveling
 CO0970.and adjusted in June 1991.
 CO0970
 CO0970.The geoid height was determined by GEOID03.
 CO0970
 CO0970.The dynamic height is computed by dividing the NAVD 88
 CO0970.geopotential number by the normal gravity value computed on the
 CO0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0970.degrees latitude (g = 980.6199 gals.).
 CO0970
 CO0970.The modeled gravity was interpolated from observed gravity values.
 CO0970
 CO0970;                    North         East    Units  Estimated Accuracy
 CO0970;SPC MS E     -   388,000.      232,330.      MT  (+/- 180 meters Scaled)
 CO0970
 CO0970                          SUPERSEDED SURVEY CONTROL
 CO0970
 CO0970  NGVD 29 (??/??/92)  128.974  (m)          423.14   (f) ADJ UNCH    2 0
 CO0970
 CO0970.Superseded values are not recommended for survey control.
 CO0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0970.See file dsdata.txt to determine how the superseded data were derived.
 CO0970
 CO0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB610539(NAD 83)
 CO0970_MARKER: DB = BENCH MARK DISK
 CO0970_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CO0970_SP_SET: BOX CULVERT
 CO0970_STAMPING: J26 1934
 CO0970_MARK LOGO: CGS   
 CO0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO0970+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 CO0970
 CO0970  HISTORY     - Date     Condition        Report By
 CO0970  HISTORY     - 1934     MONUMENTED       CGS
 CO0970  HISTORY     - 1959     GOOD             USGS
 CO0970  HISTORY     - 19880908 GOOD             MSHD
 CO0970  HISTORY     - 20080604 GOOD             MSDOT
 CO0970
 CO0970                          STATION DESCRIPTION
 CO0970
 CO0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CO0970'5.0 MI S FROM KOSCIUSKO.
 CO0970'ALONG THE FOREST-KOSCIUSKO HIGHWAY.  AT BOTTOM OF DRAW. SET 2 FEET
 CO0970'FROM THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF CONCRETE BOX
 CO0970'CULVERT.
 CO0970
 CO0970                          STATION RECOVERY (1959)
 CO0970
 CO0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CO0970'RECOVERED IN GOOD CONDITION.
 CO0970
 CO0970                          STATION RECOVERY (1988)
 CO0970
 CO0970'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 CO0970'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35, 19, AND 14 ABOUT 4.03
 CO0970'KM (2.50 MI) SOUTH OF KOSCIUSKO, GO SOUTH ON HIGHWAY 35 FOR 2.17 KM
 CO0970'(1.35 MI) TO A SIDE ROAD LEFT JUST BEYOND A BRIDGE, TURN LEFT AND GO
 CO0970'SOUTHEAST ON A PAVED ROAD FOR 1.13 KM (0.70 MI) TO THE CULVERT AND THE
 CO0970'MARK ON THE RIGHT JUST BEYOND A POWER LINE CROSSING.
 CO0970'MARK IS A STANDARD DISK SET IN A DRILL HOLE 0.76 M (2.5 FT) SOUTHEAST
 CO0970'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX
 CO0970'CULVERT.  IT IS 5.33 M (17.5 FT) SOUTHWEST OF THE CENTER OF A PAVED
 CO0970'ROAD AND IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 CO0970
 CO0970                          STATION RECOVERY (2008)
 CO0970
 CO0970'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 CO0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1262 ***********************************************************************
 DJ1262  DESIGNATION -  J 27
 DJ1262  PID         -  DJ1262
 DJ1262  STATE/COUNTY-  MS/CHOCTAW
 DJ1262  USGS QUAD   -  REFORM (1972)
 DJ1262
 DJ1262                         *CURRENT SURVEY CONTROL
 DJ1262  ___________________________________________________________________
 DJ1262* NAD 83(1986)-  33 23 16.     (N)    089 10 15.     (W)     SCALED    
 DJ1262* NAVD 88     -       183.086  (meters)     600.67   (feet)  ADJUSTED  
 DJ1262  ___________________________________________________________________
 DJ1262  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DJ1262  DYNAMIC HT  -         182.884 (meters)     600.01  (feet)  COMP
 DJ1262  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 DJ1262
 DJ1262  VERT ORDER  -  SECOND    CLASS 0
 DJ1262
 DJ1262.The horizontal coordinates were scaled from a topographic map and have
 DJ1262.an estimated accuracy of +/- 6 seconds.
 DJ1262
 DJ1262.The orthometric height was determined by differential leveling
 DJ1262.and adjusted in June 1991.
 DJ1262
 DJ1262.The geoid height was determined by GEOID03.
 DJ1262
 DJ1262.The dynamic height is computed by dividing the NAVD 88
 DJ1262.geopotential number by the normal gravity value computed on the
 DJ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1262.degrees latitude (g = 980.6199 gals.).
 DJ1262
 DJ1262.The modeled gravity was interpolated from observed gravity values.
 DJ1262
 DJ1262;                    North         East    Units  Estimated Accuracy
 DJ1262;SPC MS E     -   431,100.      268,600.      MT  (+/- 180 meters Scaled)
 DJ1262
 DJ1262                          SUPERSEDED SURVEY CONTROL
 DJ1262
 DJ1262  NGVD 29 (??/??/92)  183.026  (m)          600.48   (f) ADJ UNCH    2 0
 DJ1262
 DJ1262.Superseded values are not recommended for survey control.
 DJ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1262.See file dsdata.txt to determine how the superseded data were derived.
 DJ1262
 DJ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB980963(NAD 83)
 DJ1262_MARKER: DB = BENCH MARK DISK
 DJ1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1262_STAMPING: J-27 1934
 DJ1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1262+STABILITY: SURFACE MOTION
 DJ1262
 DJ1262  HISTORY     - Date     Condition        Report By
 DJ1262  HISTORY     - 1934     MONUMENTED       CGS
 DJ1262  HISTORY     - 1972     MARK NOT FOUND   USGS
 DJ1262
 DJ1262                          STATION DESCRIPTION
 DJ1262
 DJ1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1262'IN WILLIAMS.
 DJ1262'ALONG THE GULF MOBILE AND NORTHERN RAILROAD.  AT NO. 15 HIGHWAY
 DJ1262'CROSSING SET IN POST 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12
 DJ1262'FEET EAST OF THE CENTER LINE OF THE TRACKS.
 DJ1262
 DJ1262                          STATION RECOVERY (1972)
 DJ1262
 DJ1262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DJ1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0243 ***********************************************************************
 DK0243  DESIGNATION -  J 28
 DK0243  PID         -  DK0243
 DK0243  STATE/COUNTY-  MS/HOLMES
 DK0243  USGS QUAD   -  HOWARD (1982)
 DK0243
 DK0243                         *CURRENT SURVEY CONTROL
 DK0243  ___________________________________________________________________
 DK0243* NAD 83(1986)-  33 07 06.     (N)    090 10 19.     (W)     SCALED    
 DK0243* NAVD 88     -        46.123  (meters)     151.32   (feet)  ADJUSTED  
 DK0243  ___________________________________________________________________
 DK0243  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DK0243  DYNAMIC HT  -          46.073 (meters)     151.16  (feet)  COMP
 DK0243  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DK0243
 DK0243  VERT ORDER  -  SECOND    CLASS 0
 DK0243
 DK0243.The horizontal coordinates were scaled from a topographic map and have
 DK0243.an estimated accuracy of +/- 6 seconds.
 DK0243
 DK0243.The orthometric height was determined by differential leveling
 DK0243.and adjusted in June 1991.
 DK0243
 DK0243.The geoid height was determined by GEOID03.
 DK0243
 DK0243.The dynamic height is computed by dividing the NAVD 88
 DK0243.geopotential number by the normal gravity value computed on the
 DK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0243.degrees latitude (g = 980.6199 gals.).
 DK0243
 DK0243.The modeled gravity was interpolated from observed gravity values.
 DK0243
 DK0243;                    North         East    Units  Estimated Accuracy
 DK0243;SPC MS W     -   401,170.      715,060.      MT  (+/- 180 meters Scaled)
 DK0243
 DK0243                          SUPERSEDED SURVEY CONTROL
 DK0243
 DK0243  NGVD 29 (??/??/??)   46.189  (m)          151.54   (f) ADJUSTED    2 0
 DK0243
 DK0243.Superseded values are not recommended for survey control.
 DK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0243.See file dsdata.txt to determine how the superseded data were derived.
 DK0243
 DK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS638679(NAD 83)
 DK0243_MARKER: DB = BENCH MARK DISK
 DK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0243_STAMPING: J 28 1934
 DK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0243+STABILITY: SURFACE MOTION
 DK0243
 DK0243  HISTORY     - Date     Condition        Report By
 DK0243  HISTORY     - 1934     MONUMENTED       CGS
 DK0243  HISTORY     - 1972     MARK NOT FOUND   MSHD
 DK0243  HISTORY     - 1977     MARK NOT FOUND   USGS
 DK0243
 DK0243                          STATION DESCRIPTION
 DK0243
 DK0243'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 DK0243'1.2 MI E FROM HOWARD.
 DK0243'THE STATION IS LOCATED 1.2 MILES EAST ALONG THE ILLINOIS CENTRAL
 DK0243'RAILROAD, FORMERLY THE YAZOO AND MISSISSIPPI VALLEY RAILROAD, FROM THE
 DK0243'STATION AT HOWARD, HOLMES COUNTY, 20 POLES WEST OF MILEPOST L 19, AT A
 DK0243'ROAD CROSSING, 37 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 16
 DK0243'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J
 DK0243'28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DK0243
 DK0243                          STATION RECOVERY (1977)
 DK0243
 DK0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DK0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1424 ***********************************************************************
 DJ1424  DESIGNATION -  J 29
 DJ1424  PID         -  DJ1424
 DJ1424  STATE/COUNTY-  MS/YALOBUSHA
 DJ1424  USGS QUAD   -  TILLATOBA (1983)
 DJ1424
 DJ1424                         *CURRENT SURVEY CONTROL
 DJ1424  ___________________________________________________________________
 DJ1424* NAD 83(1986)-  33 59 07.     (N)    089 53 48.     (W)     SCALED    
 DJ1424* NAVD 88     -        95.831  (meters)     314.41   (feet)  ADJUSTED  
 DJ1424  ___________________________________________________________________
 DJ1424  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DJ1424  DYNAMIC HT  -          95.735 (meters)     314.09  (feet)  COMP
 DJ1424  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 DJ1424
 DJ1424  VERT ORDER  -  SECOND    CLASS 0
 DJ1424
 DJ1424.The horizontal coordinates were scaled from a topographic map and have
 DJ1424.an estimated accuracy of +/- 6 seconds.
 DJ1424
 DJ1424.The orthometric height was determined by differential leveling
 DJ1424.and adjusted in June 1991.
 DJ1424
 DJ1424.The geoid height was determined by GEOID03.
 DJ1424
 DJ1424.The dynamic height is computed by dividing the NAVD 88
 DJ1424.geopotential number by the normal gravity value computed on the
 DJ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1424.degrees latitude (g = 980.6199 gals.).
 DJ1424
 DJ1424.The modeled gravity was interpolated from observed gravity values.
 DJ1424
 DJ1424;                    North         East    Units  Estimated Accuracy
 DJ1424;SPC MS W     -   497,400.      740,350.      MT  (+/- 180 meters Scaled)
 DJ1424
 DJ1424                          SUPERSEDED SURVEY CONTROL
 DJ1424
 DJ1424  NGVD 29 (??/??/92)   95.850  (m)          314.47   (f) ADJ UNCH    2 0
 DJ1424
 DJ1424.Superseded values are not recommended for survey control.
 DJ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1424.See file dsdata.txt to determine how the superseded data were derived.
 DJ1424
 DJ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC324643(NAD 83)
 DJ1424_MARKER: DB = BENCH MARK DISK
 DJ1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1424_SP_SET: FOUNDATION
 DJ1424_STAMPING: J-29 1934
 DJ1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1424+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 DJ1424
 DJ1424  HISTORY     - Date     Condition        Report By
 DJ1424  HISTORY     - 1934     MONUMENTED       CGS
 DJ1424  HISTORY     - 1973     GOOD             MSHD
 DJ1424  HISTORY     - 1974     GOOD             NGS
 DJ1424  HISTORY     - 20080212 GOOD             MSDOT
 DJ1424
 DJ1424                          STATION DESCRIPTION
 DJ1424
 DJ1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ1424'IN TILLATOBA.
 DJ1424'ALONG THE ILLINOIS CENTRAL RAILROAD.  10 POLES NORTH OF MILEPOST NO.
 DJ1424'N. O. 310, 5 POLES NORTH OF THE DEPOT.  AT BLOCK SIGNAL NO. 476.7. SET
 DJ1424'ON THE SOUTHEAST CORNER OF CONCRETE BLOCK FOUNDATION OF SIGNAL.
 DJ1424
 DJ1424                          STATION RECOVERY (1973)
 DJ1424
 DJ1424'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 DJ1424'THE MARK IS LOCATED ABOUT 100 YARDS NW OF THE SMALL ICRR STATION AT
 DJ1424'TILLATOBA IN THE EAST CORNER OF AN ABANDONED SIGNAL BLOCK, 4.9 MILES
 DJ1424'SE OF OAKLAND IN THE SW 1/4 OF THE SE 1/4 OF SECTION 32, T 25N, R 4E.
 DJ1424'IT IS 6 FEET SW OF THE SW RAIL, 46 FEET SW OF THE CENTER OF A BLACK
 DJ1424'TOP ROAD, 65 FEET SE OF THE SE END OF A WOODEN BRIDGE OVER A NARROW
 DJ1424'BLACK TOP ROAD, 30.5 FEET SSW OF THE FIFTH POLE NW OF THE STATION, 1
 DJ1424'FOOT NNE OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE EAST
 DJ1424'CORNER OF THE CONCRETE BASE FOR A SIGNAL BLOCK THAT THE SIGNAL HAS
 DJ1424'BEEN REMOVED AND IS ABOUT LEVEL WITH THE TRACK. TO REACH FROM THE
 DJ1424'BAPTIST CHURCH AT TILLATOBA GO NORTH ON A BLACK TOP ROAD FOR ABOUT
 DJ1424'200 FEET TO A SIDE ROAD LEFT JUST BEYOND THE RAILROAD TRACK. TURN
 DJ1424'LEFT AND GO WEST ON A BLACK TOP ROAD FOR ABOUT 100 YARDS TO THE MARK
 DJ1424'ON THE LEFT JUST BEFORE REACHING AN INTERSECTION.
 DJ1424
 DJ1424                          STATION RECOVERY (1974)
 DJ1424
 DJ1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DJ1424'RECOVERED IN GOOD CONDITION.
 DJ1424
 DJ1424                          STATION RECOVERY (2008)
 DJ1424
 DJ1424'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0350 ***********************************************************************
 BH0350  DESIGNATION -  J 3
 BH0350  PID         -  BH0350
 BH0350  STATE/COUNTY-  MS/JACKSON
 BH0350  USGS QUAD   -  GAUTIER NORTH (1982)
 BH0350
 BH0350                         *CURRENT SURVEY CONTROL
 BH0350  ___________________________________________________________________
 BH0350* NAD 83(1986)-  30 23 31.     (N)    088 40 52.     (W)     SCALED    
 BH0350* NAVD 88     -         6.233  (meters)      20.45   (feet)  ADJUSTED  
 BH0350  ___________________________________________________________________
 BH0350  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0350  DYNAMIC HT  -           6.225 (meters)      20.42  (feet)  COMP
 BH0350  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 BH0350
 BH0350  VERT ORDER  -  FIRST     CLASS I
 BH0350
 BH0350.The horizontal coordinates were scaled from a topographic map and have
 BH0350.an estimated accuracy of +/- 6 seconds.
 BH0350
 BH0350.The orthometric height was determined by differential leveling
 BH0350.and adjusted in June 1991.
 BH0350
 BH0350.The geoid height was determined by GEOID03.
 BH0350
 BH0350.The dynamic height is computed by dividing the NAVD 88
 BH0350.geopotential number by the normal gravity value computed on the
 BH0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0350.degrees latitude (g = 980.6199 gals.).
 BH0350
 BH0350.The modeled gravity was interpolated from observed gravity values.
 BH0350
 BH0350;                    North         East    Units  Estimated Accuracy
 BH0350;SPC MS E     -    98,880.      314,630.      MT  (+/- 180 meters Scaled)
 BH0350
 BH0350                          SUPERSEDED SURVEY CONTROL
 BH0350
 BH0350  NGVD 29 (??/??/??)    6.192  (m)           20.31   (f) ADJUSTED    1 1
 BH0350
 BH0350.Superseded values are not recommended for survey control.
 BH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0350.See file dsdata.txt to determine how the superseded data were derived.
 BH0350
 BH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU384634(NAD 83)
 BH0350_MARKER: DB = BENCH MARK DISK
 BH0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0350_SP_SET: CONCRETE POST
 BH0350_STAMPING: J 3 1918
 BH0350_MARK LOGO: CGS   
 BH0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0350+STABILITY: SURFACE MOTION
 BH0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0350+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 BH0350
 BH0350  HISTORY     - Date     Condition        Report By
 BH0350  HISTORY     - 1918     MONUMENTED       CGS
 BH0350  HISTORY     - 1968     GOOD             CGS
 BH0350  HISTORY     - 19930315 GOOD             NGS
 BH0350
 BH0350                          STATION DESCRIPTION
 BH0350
 BH0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0350'8.5 MI W FROM PASCAGOULA.
 BH0350'5.3 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BH0350'PASCAGOULA STREET IN PASCAGOULA, THENCE 3.1 MILES WEST ALONG A
 BH0350'BLACKTOP ROAD, THENCE 0.10 MILE SOUTH ACROSS COUNTRY TO THE LOUISVILLE
 BH0350'AND NASHVILLE RAILROAD TRACKS, ABOUT 0.4 MILE EAST OF THE RAILROAD
 BH0350'OVERPASS OVER THE ROAD, 164.0 FEET WEST NORTHWEST OF MILE POLE 714,
 BH0350'35.9 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 44.5 FEET EAST OF THE
 BH0350'2ND TELEGRAPH POLE WEST OF THE MILE POLE, 1.0 FOOT NORTH OF AND IN
 BH0350'LINE WITH A ROW OF POLES, 0.3 FOOT SOUTH OF A METAL WITNESS POST,
 BH0350'ABOUT 1.0 FOOT BELOW THE LEVEL OF THE TRACKS AND SET IN THE TOP OF A
 BH0350'CONCRETE POST FLUSH WITH THE GROUND.  SEC 34 , T 7 S, R 7 W. NOTE--
 BH0350'THE 1955 DESCRIPTION REPORTS THIS MARK AS PROJECTING 2 INCHES.
 BH0350
 BH0350                          STATION RECOVERY (1993)
 BH0350
 BH0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH0350'1.8 KM (1.10 MI) SOUTHERLY ALONG GAUTIER-VANCLEAVE ROAD FROM THE POST
 BH0350'OFFICE IN GAUTIER, THENCE 3.6 KM (2.25 MI) WESTERLY ALONG OLD SPANISH
 BH0350'TRAIL, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG THE CSX RAILROAD,
 BH0350'49.7 M (163.1 FT) NORTHWEST OF MILEPOST 714, 28.5 M (93.5 FT)
 BH0350'WEST-NORTHWEST OF THE 2ND UTILITY POLE WEST OF THE MILEPOST, 13.7 M
 BH0350'(44.9 FT) EAST-SOUTHEAST OF THE 3RD UTILITY POLE WEST OF THE
 BH0350'MILEPOST, 10.6 M (34.8 FT) NORTH-NORTHEAST OF THE NEAR RAIL, 0.9 M
 BH0350'(3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.2 M (0.7 FT) SOUTH OF A
 BH0350'WITNESS POST, AND THE MONUMNET PROJECTS 0.05 M (0.16 FT) ABOVE THE
 BH0350'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0331 ***********************************************************************
 EH0331  DESIGNATION -  J 30
 EH0331  PID         -  EH0331
 EH0331  STATE/COUNTY-  MS/QUITMAN
 EH0331  USGS QUAD   -  MARKS (1969)
 EH0331
 EH0331                         *CURRENT SURVEY CONTROL
 EH0331  ___________________________________________________________________
 EH0331* NAD 83(1986)-  34 15 15.     (N)    090 16 38.     (W)     SCALED    
 EH0331* NAVD 88     -        47.506  (meters)     155.86   (feet)  ADJUSTED  
 EH0331  ___________________________________________________________________
 EH0331  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH0331  DYNAMIC HT  -          47.460 (meters)     155.71  (feet)  COMP
 EH0331  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EH0331
 EH0331  VERT ORDER  -  SECOND    CLASS 0
 EH0331
 EH0331.The horizontal coordinates were scaled from a topographic map and have
 EH0331.an estimated accuracy of +/- 6 seconds.
 EH0331
 EH0331.The orthometric height was determined by differential leveling
 EH0331.and adjusted in June 1991.
 EH0331
 EH0331.The geoid height was determined by GEOID03.
 EH0331
 EH0331.The dynamic height is computed by dividing the NAVD 88
 EH0331.geopotential number by the normal gravity value computed on the
 EH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0331.degrees latitude (g = 980.6199 gals.).
 EH0331
 EH0331.The modeled gravity was interpolated from observed gravity values.
 EH0331
 EH0331;                    North         East    Units  Estimated Accuracy
 EH0331;SPC MS W     -   527,140.      705,170.      MT  (+/- 180 meters Scaled)
 EH0331
 EH0331                          SUPERSEDED SURVEY CONTROL
 EH0331
 EH0331  NGVD 29 (??/??/??)   47.554  (m)          156.02   (f) ADJUSTED    2 0
 EH0331
 EH0331.Superseded values are not recommended for survey control.
 EH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0331.See file dsdata.txt to determine how the superseded data were derived.
 EH0331
 EH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT507936(NAD 83)
 EH0331_MARKER: DB = BENCH MARK DISK
 EH0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0331_SP_SET: BUILDING
 EH0331_STAMPING: J-30 1934
 EH0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0331+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 EH0331
 EH0331  HISTORY     - Date     Condition        Report By
 EH0331  HISTORY     - 1934     MONUMENTED       CGS
 EH0331  HISTORY     - 1977     GOOD             DOD
 EH0331  HISTORY     - 20030717 GOOD             USACE
 EH0331  HISTORY     - 20080128 GOOD             MSDOT
 EH0331
 EH0331                          STATION DESCRIPTION
 EH0331
 EH0331'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977
 EH0331'IN MARKS.
 EH0331'THE MARK IS LOCATED 0.3 MILE SOUTHWEST OF THE CENTER OF MARKS IN
 EH0331'THE NORHTEAST CORNER OF AN ABANDONED RED BRICK SCHOOL BUILDING AT
 EH0331'THE NORTHWEST CORNER OF THE GROUNDS OF THE WEST SIDE ELEMENTARY
 EH0331'SCHOOL IN THE SOUTHEAST 1/4 OF SECTION 34, T 28N R 10W.  IT IS
 EH0331'82 FEET SOUTH OF THE CENTER OF A BLACK TOP STREET, 22 FEET EAST
 EH0331'OF THE EXTENDED CENTER OF A BLACK TOP STREET LEADING NORTH, 53 FEET
 EH0331'SOUTH OF A CYCLONE FENCE, 53 FEET WEST OF THE NORTHWEST CORNER OF
 EH0331'THE NEW BUILDING, 3 FEET WEST OF THE NORTHEAST CORNER OF THE OLD
 EH0331'SCHOOL BUILDING SET VERTICALLY IN A DRILL HOLE IN THE FACE OF THE
 EH0331'NORTH WALL OF THE WEST ONE AND THE OLDEST OF TWO BRICK SCHOOL
 EH0331'BUILDINGS AND IS 3.8 FEET ABOVE THE GROUND.  TO REACH FROM THE
 EH0331'INTERSECTION OF STATE HIGHWAY 3 AND 6 AT THE NORTH EDGE OF MARKS GO
 EH0331'SOUTH ON STATE HIGHWAY 3 FOR 0.45 MILE TO THE INTERSECTION, 1 BLOCK
 EH0331'SOUTH OF MAIN STREET.  TURN RIGHT AND GO WEST ON A BLACK TOP STREET
 EH0331'FOR 0.2 MILE TO THE JUNCTION OF FIFTH STREET ON THE RIGHT AND THE
 EH0331'MARK ON THE LEFT.
 EH0331
 EH0331                          STATION RECOVERY (2003)
 EH0331
 EH0331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0331'RECOVERED IN GOOD CONDITION.
 EH0331
 EH0331                          STATION RECOVERY (2008)
 EH0331
 EH0331'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH0331'DESCRIPTION FROM 1977 IS SUFFICIENT FOR LOCATING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1097 ***********************************************************************
 EG1097  DESIGNATION -  J 31
 EG1097  PID         -  EG1097
 EG1097  STATE/COUNTY-  MS/LAFAYETTE
 EG1097  USGS QUAD   -  OXFORD NORTH (1980)
 EG1097
 EG1097                         *CURRENT SURVEY CONTROL
 EG1097  ___________________________________________________________________
 EG1097* NAD 83(1986)-  34 23 45.     (N)    089 31 31.     (W)     SCALED    
 EG1097* NAVD 88     -       133.098  (meters)     436.67   (feet)  ADJUSTED  
 EG1097  ___________________________________________________________________
 EG1097  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EG1097  DYNAMIC HT  -         132.970 (meters)     436.25  (feet)  COMP
 EG1097  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EG1097
 EG1097  VERT ORDER  -  SECOND    CLASS 0
 EG1097
 EG1097.The horizontal coordinates were scaled from a topographic map and have
 EG1097.an estimated accuracy of +/- 6 seconds.
 EG1097
 EG1097.The orthometric height was determined by differential leveling
 EG1097.and adjusted in June 1991.
 EG1097
 EG1097.The geoid height was determined by GEOID03.
 EG1097
 EG1097.The dynamic height is computed by dividing the NAVD 88
 EG1097.geopotential number by the normal gravity value computed on the
 EG1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1097.degrees latitude (g = 980.6199 gals.).
 EG1097
 EG1097.The modeled gravity was interpolated from observed gravity values.
 EG1097
 EG1097;                    North         East    Units  Estimated Accuracy
 EG1097;SPC MS E     -   543,070.      236,380.      MT  (+/- 180 meters Scaled)
 EG1097
 EG1097                          SUPERSEDED SURVEY CONTROL
 EG1097
 EG1097  NGVD 29 (??/??/92)  133.076  (m)          436.60   (f) ADJ UNCH    2 0
 EG1097
 EG1097.Superseded values are not recommended for survey control.
 EG1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1097.See file dsdata.txt to determine how the superseded data were derived.
 EG1097
 EG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD678089(NAD 83)
 EG1097_MARKER: DB = BENCH MARK DISK
 EG1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1097_STAMPING: J-31 1934
 EG1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1097+STABILITY: SURFACE MOTION
 EG1097
 EG1097  HISTORY     - Date     Condition        Report By
 EG1097  HISTORY     - 1934     MONUMENTED       CGS
 EG1097  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EG1097  HISTORY     - 20080123 MARK NOT FOUND   MSDOT
 EG1097
 EG1097                          STATION DESCRIPTION
 EG1097
 EG1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1097'2.0 MI N FROM OXFORD.
 EG1097'2.0 MILES NORTH OF OXFORD DEPOT ALONG THE ILLINOIS CENTRAL RAILROAD 7
 EG1097'POLES NORTH OF MILEPOST NO. C 570.  AT PRIVATE ROAD CROSSING, 12 FEET
 EG1097'NORTH OF THE CENTER LINE OF THE CROSSING.  20 FEET EAST OF THE CENTER
 EG1097'LINE OF THE TRACK AT THE SOUTH END OF CUT, 10 FEET SOUTH OF THE
 EG1097'RIGHT-OF-WAY FENCE.
 EG1097
 EG1097                          STATION RECOVERY (1977)
 EG1097
 EG1097'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1097'MARK NOT FOUND.
 EG1097
 EG1097                          STATION RECOVERY (2008)
 EG1097
 EG1097'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0958 ***********************************************************************
 EG0958  DESIGNATION -  J 32
 EG0958  PID         -  EG0958
 EG0958  STATE/COUNTY-  MS/MARSHALL
 EG0958  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG0958
 EG0958                         *CURRENT SURVEY CONTROL
 EG0958  ___________________________________________________________________
 EG0958* NAD 83(1986)-  34 51 14.     (N)    089 23 21.     (W)     SCALED    
 EG0958* NAVD 88     -       142.637  (meters)     467.97   (feet)  ADJUSTED  
 EG0958  ___________________________________________________________________
 EG0958  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EG0958  DYNAMIC HT  -         142.498 (meters)     467.51  (feet)  COMP
 EG0958  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 EG0958
 EG0958  VERT ORDER  -  SECOND    CLASS 0
 EG0958
 EG0958.The horizontal coordinates were scaled from a topographic map and have
 EG0958.an estimated accuracy of +/- 6 seconds.
 EG0958
 EG0958.The orthometric height was determined by differential leveling
 EG0958.and adjusted in June 1991.
 EG0958
 EG0958.The geoid height was determined by GEOID03.
 EG0958
 EG0958.The dynamic height is computed by dividing the NAVD 88
 EG0958.geopotential number by the normal gravity value computed on the
 EG0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0958.degrees latitude (g = 980.6199 gals.).
 EG0958
 EG0958.The modeled gravity was interpolated from observed gravity values.
 EG0958
 EG0958;                    North         East    Units  Estimated Accuracy
 EG0958;SPC MS E     -   593,810.      249,170.      MT  (+/- 180 meters Scaled)
 EG0958
 EG0958                          SUPERSEDED SURVEY CONTROL
 EG0958
 EG0958  NGVD 29 (??/??/92)  142.586  (m)          467.80   (f) ADJ UNCH    2 0
 EG0958
 EG0958.Superseded values are not recommended for survey control.
 EG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0958.See file dsdata.txt to determine how the superseded data were derived.
 EG0958
 EG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD815594(NAD 83)
 EG0958_MARKER: DB = BENCH MARK DISK
 EG0958_SETTING: 0 = UNSPECIFIED SETTING
 EG0958_STAMPING: J 32 (1934)
 EG0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0958
 EG0958  HISTORY     - Date     Condition        Report By
 EG0958  HISTORY     - 1934     MONUMENTED       CGS
 EG0958  HISTORY     - 1966     GOOD             MSHD
 EG0958
 EG0958                          STATION DESCRIPTION
 EG0958
 EG0958'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0958'6.45 MI N FROM HOLLY SPRINGS.
 EG0958'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON
 EG0958'HIGHWAY 7 FOR 1.4 MILES TO HIGHWAY 311 ON THE LEFT AND A SIDE ROAD
 EG0958'RIGHT EAST, TURN RIGHT ON A MACADAM ROAD AND CONTINUE EAST FOR 0.65
 EG0958'MILE TO A T INTERSECTION, TURN RIGHT SOUTH AND CONTINUE SOUTH ON A
 EG0958'MACADAM ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT NORTHEAST, TURN LEFT
 EG0958'AND CONTINUE NORTHEAST FOR 6.0 MILES TO A FARM ROAD LEFT NORTH, TURN
 EG0958'LEFT AND CONTINUE NORTH AND BEAR TO THE RIGHT OF A HOUSE FOR
 EG0958'APPROXIMATELY 0.6 MILE TO A FORK, TAKE THE RIGHT FORK AND GO NORTH FOR
 EG0958'APPROXIMATELY 0.15 MILE ACROSS THE RAILROAD TRACK TO THE MARK ON THE
 EG0958'RIGHT AS DESCRIBED.  IT IS 70.3 FEET SOUTHWEST OF A TELEPHONE POLE, 18
 EG0958'FEET EAST OF THE CENTER OF A TRACK ROAD, 10 FEET NORTHWEST OF THE
 EG0958'NORTH RAIL, AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1053 ***********************************************************************
 EG1053  DESIGNATION -  J 33
 EG1053  PID         -  EG1053
 EG1053  STATE/COUNTY-  MS/PONTOTOC
 EG1053  USGS QUAD   -  RANDOLPH (1972)
 EG1053
 EG1053                         *CURRENT SURVEY CONTROL
 EG1053  ___________________________________________________________________
 EG1053* NAD 83(1986)-  34 14 51.     (N)    089 10 17.     (W)     SCALED    
 EG1053* NAVD 88     -       145.643  (meters)     477.83   (feet)  ADJUSTED  
 EG1053  ___________________________________________________________________
 EG1053  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 EG1053  DYNAMIC HT  -         145.498 (meters)     477.35  (feet)  COMP
 EG1053  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 EG1053
 EG1053  VERT ORDER  -  SECOND    CLASS 0
 EG1053
 EG1053.The horizontal coordinates were scaled from a topographic map and have
 EG1053.an estimated accuracy of +/- 6 seconds.
 EG1053
 EG1053.The orthometric height was determined by differential leveling
 EG1053.and adjusted in June 1991.
 EG1053
 EG1053.The geoid height was determined by GEOID03.
 EG1053
 EG1053.The dynamic height is computed by dividing the NAVD 88
 EG1053.geopotential number by the normal gravity value computed on the
 EG1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1053.degrees latitude (g = 980.6199 gals.).
 EG1053
 EG1053.The modeled gravity was interpolated from observed gravity values.
 EG1053
 EG1053;                    North         East    Units  Estimated Accuracy
 EG1053;SPC MS E     -   526,450.      268,860.      MT  (+/- 180 meters Scaled)
 EG1053
 EG1053                          SUPERSEDED SURVEY CONTROL
 EG1053
 EG1053  NGVD 29 (??/??/92)  145.594  (m)          477.67   (f) ADJ UNCH    2 0
 EG1053
 EG1053.Superseded values are not recommended for survey control.
 EG1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1053.See file dsdata.txt to determine how the superseded data were derived.
 EG1053
 EG1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC000917(NAD 83)
 EG1053_MARKER: DB = BENCH MARK DISK
 EG1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1053_SP_SET: FOOTWALL
 EG1053_STAMPING: J 33 1934
 EG1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1053
 EG1053  HISTORY     - Date     Condition        Report By
 EG1053  HISTORY     - 1934     MONUMENTED       CGS
 EG1053  HISTORY     - 1962     GOOD             MSHD
 EG1053  HISTORY     - 1979     GOOD             MSHD
 EG1053
 EG1053                          STATION DESCRIPTION
 EG1053
 EG1053'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG1053'3.8 MI E FROM TOCCOPOLA.
 EG1053'TO REACH FROM THE CONSOLIDATED HIGH SCHOOL AT TOCCOPOLA GO EAST ON
 EG1053'STATE HIGHWAY 6 FOR 3.8 MILES TO A CONCRETE CULVERT AND THE MARK ON
 EG1053'THE RIGHT.  THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE
 EG1053'TOP OF THE EAST END OF THE SOUTH CONCRETE FOOT WALL.
 EG1053
 EG1053                          STATION RECOVERY (1979)
 EG1053
 EG1053'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1053'THE MARK IS LOCATED 3.75 MILES EAST OF THE MAIN CROSSROAD IN
 EG1053'TOCCOPOLA IN A CULVERT, 0.55 MILE EAST ON THE YOCONA FIRE TOWER IN
 EG1053'THE NORTHWEST 1/4 OF SECTION 2, T 10S, R 1E. IT IS 85 FEET SOUTHWEST
 EG1053'OF A POWER POLE, 15 FEET SOUTH OF THE CENTER OF HIGHWAY 334, 2 FEET
 EG1053'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE, 1.1 FEET WEST OF
 EG1053'THE EAST END OF THE SOUTH HEADWALL OF A 5 X 4 FOOT CONCRETE BOX
 EG1053'CULVERT AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY. TO
 EG1053'REACH FROM THE G AND G STORE AND THE MAIN CROSSROAD IN TOCCOPOLA GO
 EG1053'EAST ON STATE HIGHWAY 334 FOR 0.8 MILE TO A SIDE ROAD RIGHT AND THE
 EG1053'END OF THE PAVEMENT. CONTINUE EAST ON STATE HIGHWAY 334 (GRAVELED
 EG1053'ROAD) FOR 2.4 MILES TO A SIDE ROAD LEFT. CONTINUE EAST ON STATE
 EG1053'HIGHWAY 334 FOR 0.55 MILE TO THE CULVERT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0670 ***********************************************************************
 EG0670  DESIGNATION -  J 34
 EG0670  PID         -  EG0670
 EG0670  STATE/COUNTY-  MS/LEE
 EG0670  USGS QUAD   -  MOOREVILLE (1973)
 EG0670
 EG0670                         *CURRENT SURVEY CONTROL
 EG0670  ___________________________________________________________________
 EG0670* NAD 83(1986)-  34 16 04.     (N)    088 33 16.     (W)     SCALED    
 EG0670* NAVD 88     -       102.612  (meters)     336.65   (feet)  ADJUSTED  
 EG0670  ___________________________________________________________________
 EG0670  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EG0670  DYNAMIC HT  -         102.509 (meters)     336.31  (feet)  COMP
 EG0670  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EG0670
 EG0670  VERT ORDER  -  SECOND    CLASS 0
 EG0670
 EG0670.The horizontal coordinates were scaled from a topographic map and have
 EG0670.an estimated accuracy of +/- 6 seconds.
 EG0670
 EG0670.The orthometric height was determined by differential leveling
 EG0670.and adjusted in June 1991.
 EG0670
 EG0670.The geoid height was determined by GEOID03.
 EG0670
 EG0670.The dynamic height is computed by dividing the NAVD 88
 EG0670.geopotential number by the normal gravity value computed on the
 EG0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0670.degrees latitude (g = 980.6199 gals.).
 EG0670
 EG0670.The modeled gravity was interpolated from observed gravity values.
 EG0670
 EG0670;                    North         East    Units  Estimated Accuracy
 EG0670;SPC MS E     -   528,680.      325,680.      MT  (+/- 180 meters Scaled)
 EG0670
 EG0670                          SUPERSEDED SURVEY CONTROL
 EG0670
 EG0670  NGVD 29 (??/??/92)  102.520  (m)          336.35   (f) ADJ UNCH    2 0
 EG0670
 EG0670.Superseded values are not recommended for survey control.
 EG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0670.See file dsdata.txt to determine how the superseded data were derived.
 EG0670
 EG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC568929(NAD 83)
 EG0670_MARKER: DB = BENCH MARK DISK
 EG0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0670_SP_SET: CULVERT
 EG0670_STAMPING: J 34 1934
 EG0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0670+SATELLITE: SATELLITE OBSERVATIONS - December 30, 1999
 EG0670
 EG0670  HISTORY     - Date     Condition        Report By
 EG0670  HISTORY     - 1934     MONUMENTED       CGS
 EG0670  HISTORY     - 1971     GOOD             NGS
 EG0670  HISTORY     - 19991230 GOOD             MSHD
 EG0670
 EG0670                          STATION DESCRIPTION
 EG0670
 EG0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EG0670'8 MI E FROM TUPELO.
 EG0670'1.2 MILES EAST ALONG OLD U. S. HIGHWAY 78 FROM MOOREVILLE, LEE COUNTY,
 EG0670'AT A 30-FOOT CONCRETE BRIDGE, AND IN THE TOP OF THE NORTHEAST END OF
 EG0670'THE SOUTHWEST CONCRETE WING WALL.  A STANDARD DISK, STAMPED J 34 1934.
 EG0670
 EG0670                          STATION RECOVERY (1999)
 EG0670
 EG0670'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1999
 EG0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1337 ***********************************************************************
 EG1337  DESIGNATION -  J 342
 EG1337  PID         -  EG1337
 EG1337  STATE/COUNTY-  MS/TISHOMINGO
 EG1337  USGS QUAD   -  IUKA (1984)
 EG1337
 EG1337                         *CURRENT SURVEY CONTROL
 EG1337  ___________________________________________________________________
 EG1337* NAD 83(1986)-  34 48 37.     (N)    088 14 32.     (W)     SCALED    
 EG1337* NAVD 88     -       157.024  (meters)     515.17   (feet)  ADJUSTED  
 EG1337  ___________________________________________________________________
 EG1337  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EG1337  DYNAMIC HT  -         156.874 (meters)     514.68  (feet)  COMP
 EG1337  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 EG1337
 EG1337  VERT ORDER  -  FIRST     CLASS II
 EG1337
 EG1337.The horizontal coordinates were scaled from a topographic map and have
 EG1337.an estimated accuracy of +/- 6 seconds.
 EG1337
 EG1337.The orthometric height was determined by differential leveling
 EG1337.and adjusted in June 1991.
 EG1337
 EG1337.The geoid height was determined by GEOID03.
 EG1337
 EG1337.The dynamic height is computed by dividing the NAVD 88
 EG1337.geopotential number by the normal gravity value computed on the
 EG1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1337.degrees latitude (g = 980.6199 gals.).
 EG1337
 EG1337.The modeled gravity was interpolated from observed gravity values.
 EG1337
 EG1337;                    North         East    Units  Estimated Accuracy
 EG1337;SPC MS E     -   588,990.      354,080.      MT  (+/- 180 meters Scaled)
 EG1337
 EG1337                          SUPERSEDED SURVEY CONTROL
 EG1337
 EG1337.No superseded survey control is available for this station.
 EG1337
 EG1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD863527(NAD 83)
 EG1337_MARKER: I = METAL ROD
 EG1337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1337_SP_SET: STAINLESS STEEL ROD
 EG1337_STAMPING: J 342 1983
 EG1337_MARK LOGO: NGS   
 EG1337_PROJECTION: FLUSH
 EG1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1337_ROD/PIPE-DEPTH: 6.09 meters
 EG1337
 EG1337  HISTORY     - Date     Condition        Report By
 EG1337  HISTORY     - 1983     MONUMENTED       NGS
 EG1337
 EG1337                          STATION DESCRIPTION
 EG1337
 EG1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1337'4.1 KM (2.55 MI) WEST FROM IUKA.
 EG1337'4.1 KM (2.55 MI) WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE
 EG1337'ROUTE 25 NORTH IN IUKA, SET AT A POWERLINE POLE ON HIGHWAY
 EG1337'RIGHT-OF-WAY, 13.26 METERS (43.5 FT) NORTH OF THE CENTERLINE OF THE
 EG1337'HIGHWAY, 3.0 METERS (9.8 FT) SOUTH OF A FENCE LINE, AND 0.91 METERS
 EG1337'(3.0 FT) WEST OF A POWERLINE POLE.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 EG1337'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EG1337'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1373 ***********************************************************************
 EG1373  DESIGNATION -  J 343
 EG1373  PID         -  EG1373
 EG1373  STATE/COUNTY-  MS/PRENTISS
 EG1373  USGS QUAD   -  BALDWYN (1973)
 EG1373
 EG1373                         *CURRENT SURVEY CONTROL
 EG1373  ___________________________________________________________________
 EG1373* NAD 83(1986)-  34 32 24.     (N)    088 37 56.     (W)     SCALED    
 EG1373* NAVD 88     -       108.923  (meters)     357.36   (feet)  ADJUSTED  
 EG1373  ___________________________________________________________________
 EG1373  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG1373  DYNAMIC HT  -         108.816 (meters)     357.01  (feet)  COMP
 EG1373  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 EG1373
 EG1373  VERT ORDER  -  FIRST     CLASS II
 EG1373
 EG1373.The horizontal coordinates were scaled from a topographic map and have
 EG1373.an estimated accuracy of +/- 6 seconds.
 EG1373
 EG1373.The orthometric height was determined by differential leveling
 EG1373.and adjusted in June 1991.
 EG1373
 EG1373.The geoid height was determined by GEOID03.
 EG1373
 EG1373.The dynamic height is computed by dividing the NAVD 88
 EG1373.geopotential number by the normal gravity value computed on the
 EG1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1373.degrees latitude (g = 980.6199 gals.).
 EG1373
 EG1373.The modeled gravity was interpolated from observed gravity values.
 EG1373
 EG1373;                    North         East    Units  Estimated Accuracy
 EG1373;SPC MS E     -   558,860.      318,460.      MT  (+/- 180 meters Scaled)
 EG1373
 EG1373                          SUPERSEDED SURVEY CONTROL
 EG1373
 EG1373.No superseded survey control is available for this station.
 EG1373
 EG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD502232(NAD 83)
 EG1373_MARKER: I = METAL ROD
 EG1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1373_SP_SET: STAINLESS STEEL ROD
 EG1373_STAMPING: J 343 1983
 EG1373_MARK LOGO: NGS   
 EG1373_PROJECTION: FLUSH
 EG1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG1373+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 EG1373_ROD/PIPE-DEPTH: 4.9  meters
 EG1373
 EG1373  HISTORY     - Date     Condition        Report By
 EG1373  HISTORY     - 1983     MONUMENTED       NGS
 EG1373  HISTORY     - 20040817 GOOD             USACE
 EG1373
 EG1373                          STATION DESCRIPTION
 EG1373
 EG1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1373'3.4 KM (2.1 MI) NORTH FROM BALDWYN.
 EG1373'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 EG1373'STATE ROUTE 370 IN BALDWYN, ON THE WEST SIDE OF THE HIGHWAY, ON
 EG1373'HIGHWAY RIGHT-OF-WAY, ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EG1373'OF A LARGE METAL BUILDING, 13.62 METERS (44.7 FT) WEST OF THE
 EG1373'CENTERLINE OF THE HIGHWAY, 13.72 METERS (45.0 FT) SOUTH OF THE CENTER
 EG1373'OF SOUTH DRIVEWAY LEADING TO THE METAL BUILDING, AND 0.91 METERS
 EG1373'(3.0 FT) SOUTH OF POWERLINE POLE NUMBER 23-1/2.  NOTE, THE ROD WAS
 EG1373'DRIVEN TO REFUSAL.
 EG1373'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 EG1373'THE MARK IS 0.3 M ABOVE HIGHWAY.
 EG1373
 EG1373                          STATION RECOVERY (2004)
 EG1373
 EG1373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 EG1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2524 ***********************************************************************
 EH2524  DESIGNATION -  J 344
 EH2524  PID         -  EH2524
 EH2524  STATE/COUNTY-  MS/TUNICA
 EH2524  USGS QUAD   -  HELENA (1982)
 EH2524
 EH2524                         *CURRENT SURVEY CONTROL
 EH2524  ___________________________________________________________________
 EH2524* NAD 83(1993)-  34 31 31.32930(N)    090 32 34.76967(W)     ADJUSTED  
 EH2524* NAVD 88     -        64.805  (meters)     212.61   (feet)  ADJUSTED  
 EH2524  ___________________________________________________________________
 EH2524  X           -     -49,852.775 (meters)                     COMP
 EH2524  Y           -  -5,260,243.877 (meters)                     COMP
 EH2524  Z           -   3,594,632.423 (meters)                     COMP
 EH2524  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 EH2524  ELLIP HEIGHT-          37.997 (meters)          (05/13/94) ADJUSTED
 EH2524  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EH2524  DYNAMIC HT  -          64.743 (meters)     212.41  (feet)  COMP
 EH2524  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EH2524
 EH2524  HORZ ORDER  -  FIRST
 EH2524  VERT ORDER  -  FIRST     CLASS II
 EH2524  ELLP ORDER  -  FOURTH    CLASS I
 EH2524
 EH2524.The horizontal coordinates were established by GPS observations
 EH2524.and adjusted by the National Geodetic Survey in May 1994.
 EH2524
 EH2524.The orthometric height was determined by differential leveling
 EH2524.and adjusted in June 1991.
 EH2524
 EH2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2524
 EH2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2524
 EH2524.The ellipsoidal height was determined by GPS observations
 EH2524.and is referenced to NAD 83.
 EH2524
 EH2524.The geoid height was determined by GEOID03.
 EH2524
 EH2524.The dynamic height is computed by dividing the NAVD 88
 EH2524.geopotential number by the normal gravity value computed on the
 EH2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2524.degrees latitude (g = 980.6199 gals.).
 EH2524
 EH2524.The modeled gravity was interpolated from observed gravity values.
 EH2524
 EH2524;                    North         East     Units Scale Factor Converg.
 EH2524;SPC MS W     -   557,241.973   680,751.773   MT  0.99995456   -0 07 07.8
 EH2524;SPC MS W     - 1,828,218.04  2,233,433.11   sFT  0.99995456   -0 07 07.8
 EH2524;SPC AR S     -   607,108.317   533,760.554   MT  0.99995508   +0 48 55.7
 EH2524;SPC AR S     - 1,991,821.20  1,751,179.42   sFT  0.99995508   +0 48 55.7
 EH2524;UTM  15      - 3,823,151.957   725,517.912   MT  1.00022692   +1 23 35.3
 EH2524
 EH2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2524!SPC MS W     -   0.99999404  x   0.99995456  =   0.99994860
 EH2524!SPC AR S     -   0.99999404  x   0.99995508  =   0.99994912
 EH2524!UTM  15      -   0.99999404  x   1.00022692  =   1.00022095
 EH2524
 EH2524                          SUPERSEDED SURVEY CONTROL
 EH2524
 EH2524  NAD 83(1986)-  34 31 31.33737(N)    090 32 34.76723(W) AD(       ) 1
 EH2524  NAD 27      -  34 31 30.96771(N)    090 32 34.39643(W) AD(       ) 1
 EH2524  NGVD 29 (??/??/??)   64.843  (m)          212.74   (f) ADJUSTED    1 2
 EH2524
 EH2524.Superseded values are not recommended for survey control.
 EH2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2524.See file dsdata.txt to determine how the superseded data were derived.
 EH2524
 EH2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2551823152(NAD 83)
 EH2524_MARKER: I = METAL ROD
 EH2524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2524_SP_SET: STAINLESS STEEL ROD
 EH2524_STAMPING: J 344 1983
 EH2524_MARK LOGO: NGS   
 EH2524_PROJECTION: RECESSED 5 CENTIMETERS
 EH2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2524+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 EH2524_ROD/PIPE-DEPTH: 31.6 meters
 EH2524
 EH2524  HISTORY     - Date     Condition        Report By
 EH2524  HISTORY     - 1983     MONUMENTED       NGS
 EH2524  HISTORY     - 1984     GOOD             NGS
 EH2524  HISTORY     - 1984     GOOD             NGS
 EH2524  HISTORY     - 1985     GOOD             NGS
 EH2524  HISTORY     - 1985     GOOD             NGS
 EH2524  HISTORY     - 20030610 GOOD             USACE
 EH2524  HISTORY     - 20061215 GOOD             ACCU
 EH2524
 EH2524                          STATION DESCRIPTION
 EH2524
 EH2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2524'11.8 KM (7.35 MI) NW FROM LULA.
 EH2524'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE OLD HIGH
 EH2524'SCHOOL IN LULA (WHICH IS 1.9 KM (1.2 MI) WEST OF THE POST OFFICE) TO
 EH2524'THE CREST OF THE LEVEE, THENCE 4.4 KM (2.75 MI) NORTH ALONG THE TOP OF
 EH2524'THE LEVEE, AT MILEPOST 55/56, ABOUT 0.5 KM (0.3 MI) NORTH OF A METAL
 EH2524'CATTLE GUARD AND CROSS FENCE ON TOP OF THE LEVEE, ALSO, THE LEVEE CAN
 EH2524'BE REACHED BY GOING 2.6 KM (1.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 49
 EH2524'FROM THE EAST END OF THE MISSISSIPPI RIVER BRIDGE, 3.96 METERS
 EH2524'(13.0 FT) EAST OF THE CENTER OF THE LEVEE ROAD, AND 4.87 METERS
 EH2524'(16.0 FT) NORTHWEST OF MILEPOST 55/56.
 EH2524'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EH2524'THE MARK IS 0.3 M BELOW TOP OF LEVEE.
 EH2524
 EH2524                          STATION RECOVERY (1984)
 EH2524
 EH2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2524'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EAST OF HELENA, AR, 4.4
 EH2524'KM (2.75 MI) NORTH OF JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY
 EH2524'1, 1.8 KM (1.1 MI) NORTH OF THE COUNTY LINE AND ALONG THE LEVEE ROAD
 EH2524'AT MILEPOST 55/56, IN SOUTH CENTRAL SECTION 26, T7S, R13W.
 EH2524'OWNERSHIP--YAZOO MISSISSIPPI DELTA LEVEE BOARD, CHIEF ENGINEER, JOE
 EH2524'F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, PHONE (601) 624-4397.
 EH2524'
 EH2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 EH2524'HIGHWAY 1, 4.2 KM (2.6 MI) EAST OF THE EAST END OF THE HELENA, AR
 EH2524'BRIDGE, GO NORTH THEN WEST ON A DIRT ROAD FOR 2.3 KM (1.45 MI) TO THE
 EH2524'LEVEE ROAD.  TURN RIGHT AND GO NORTH ON THE LEVEE ROAD FOR 3.5 KM
 EH2524'(2.2 MI) TO THE STATION ON THE RIGHT BETWEEN TWO STEEL BLADES PAINTED
 EH2524'WHITE.
 EH2524'
 EH2524'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2524'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2524'STAMPED---J 344 1983--- LOCATED 4.51 METERS (14.8 FEET) NW FROM
 EH2524'MILEPOST 55/56 AND 3.7 METERS (12.0 FEET) E FROM THE CENTER OF THE
 EH2524'LEVEE ROAD.
 EH2524'
 EH2524'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2524'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2524'STAMPED---Z 349 1983--- LOCATED 4.72 METERS (15.5 FEET) SE FROM THE
 EH2524'CENTER OF THE LEVEE ROAD AND 1.80 METERS (5.9 FEET) NW FROM MILEPOST
 EH2524'54/55.
 EH2524'
 EH2524'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY FOR 1.5 KM
 EH2524'(0.95 MI) TO MILEPOST 54/55 AND THE MARK ON THE RIGHT BETWEEN TWO
 EH2524'STEEL BLADES PAINTED WHITE.
 EH2524'
 EH2524'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2524'MISSISSIPPI MAY-JUNE 1984.
 EH2524
 EH2524                          STATION RECOVERY (1984)
 EH2524
 EH2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2524'RECOVERED IN GOOD CONDITION.
 EH2524
 EH2524                          STATION RECOVERY (1985)
 EH2524
 EH2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2524'THE STATION RECOVRED IN GOOD CONDITION AS DESCRIBED IN
 EH2524'1984 EXCEPT THAT AN ERROR WAS FOUND IN THE MILEAGE.
 EH2524'A NEW MILEAGE FOLLOWS.
 EH2524'
 EH2524'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND US HIGHWAY 49
 EH2524'(ABOUT 4.8 KM (3 MI) EAST OF THE HIGHWAY 49 BRIDGE OVER THE
 EH2524'MISSISSIPPI RIVER), GO NORTH, THEN WEST, ON A DIRT ROAD
 EH2524'FOR 2.33 KM (1.4 MI) TO THE LEVEE ROAD.  TURN RIGHT, NORTH,
 EH2524'ON THE LEVEE ROAD FOR 3.56 KM (2.2 MI) TO MILE POST 55-56
 EH2524'AND THE STATION ON THE RIGHT BETWEEN TWO STEEL GRADER BLADES.
 EH2524
 EH2524                          STATION RECOVERY (1985)
 EH2524
 EH2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2524'RECOVERED IN GOOD CONDITION.
 EH2524
 EH2524                          STATION RECOVERY (2003)
 EH2524
 EH2524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2524'RECOVERED IN GOOD CONDITION.
 EH2524
 EH2524                          STATION RECOVERY (2006)
 EH2524
 EH2524'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 EH2524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2536 ***********************************************************************
 EH2536  DESIGNATION -  J 345
 EH2536  PID         -  EH2536
 EH2536  STATE/COUNTY-  MS/COAHOMA
 EH2536  USGS QUAD   -  MOON LAKE (1964)
 EH2536
 EH2536                         *CURRENT SURVEY CONTROL
 EH2536  ___________________________________________________________________
 EH2536* NAD 83(1986)-  34 23 12.     (N)    090 36 29.     (W)     SCALED    
 EH2536* NAVD 88     -        63.472  (meters)     208.24   (feet)  ADJUSTED  
 EH2536  ___________________________________________________________________
 EH2536  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 EH2536  DYNAMIC HT  -          63.410 (meters)     208.04  (feet)  COMP
 EH2536  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EH2536
 EH2536  VERT ORDER  -  FIRST     CLASS II
 EH2536
 EH2536.The horizontal coordinates were scaled from a topographic map and have
 EH2536.an estimated accuracy of +/- 6 seconds.
 EH2536
 EH2536.The orthometric height was determined by differential leveling
 EH2536.and adjusted in June 1991.
 EH2536
 EH2536.The geoid height was determined by GEOID03.
 EH2536
 EH2536.The dynamic height is computed by dividing the NAVD 88
 EH2536.geopotential number by the normal gravity value computed on the
 EH2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2536.degrees latitude (g = 980.6199 gals.).
 EH2536
 EH2536.The modeled gravity was interpolated from observed gravity values.
 EH2536
 EH2536;                    North         East    Units  Estimated Accuracy
 EH2536;SPC MS W     -   541,870.      674,740.      MT  (+/- 180 meters Scaled)
 EH2536
 EH2536                          SUPERSEDED SURVEY CONTROL
 EH2536
 EH2536  NGVD 29 (??/??/??)   63.531  (m)          208.43   (f) ADJUSTED    1 2
 EH2536
 EH2536.Superseded values are not recommended for survey control.
 EH2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2536.See file dsdata.txt to determine how the superseded data were derived.
 EH2536
 EH2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU199076(NAD 83)
 EH2536_MARKER: I = METAL ROD
 EH2536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2536_SP_SET: STAINLESS STEEL ROD
 EH2536_STAMPING: J 345 1983
 EH2536_MARK LOGO: NGS   
 EH2536_PROJECTION: FLUSH
 EH2536_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2536+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 EH2536_ROD/PIPE-DEPTH: 25.0 meters
 EH2536
 EH2536  HISTORY     - Date     Condition        Report By
 EH2536  HISTORY     - 1983     MONUMENTED       NGS
 EH2536  HISTORY     - 19920123 GOOD             NGS
 EH2536  HISTORY     - 20030610 GOOD             USACE
 EH2536
 EH2536                          STATION DESCRIPTION
 EH2536
 EH2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2536'22.3 KM (13.8 MI) SW FROM LULA.
 EH2536'THE MARK IS ABOVE LEVEL WITH CROWN OF LEVEE.
 EH2536'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 49 FROM THE LULA HIGH
 EH2536'SCHOOL IN LULA, THENCE 14.8 KM (9.2 M) SOUTHERLY ALONG THE CROWN OF
 EH2536'THE NEW LEVEE, AT MILE MARKER 67/68, SET BETWEEN TWO WITNESS POSTS,
 EH2536'3.35 METERS (11.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE
 EH2536'ROAD, 1.52 METERS (5.0 FT) SOUTHWEST OF CONCRETE MILEPOST 67/68, AND
 EH2536'9.75 METERS (32.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL
 EH2536'RAMP ROAD.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EH2536'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 EH2536
 EH2536                          STATION RECOVERY (1992)
 EH2536
 EH2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2536'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SECOND STREET FROM THE POST
 EH2536'OFFICE IN FRIARS POINT, THENCE 0.5 KM (0.30 MI) NORTHEASTERLY ALONG
 EH2536'PORT ROAD, THENCE 1.7 KM (1.05 MI) NORTHEASTERLY ALONG A GRAVELED
 EH2536'ROAD ON TOP OF A LEVEE, 6.5 M (21.3 FT) SOUTHWEST OF THE CENTER OF A
 EH2536'SPUR LEVEE, 3.5 M (11.5 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD
 EH2536'CENTER, 1.3 M (4.3 FT) SOUTHWEST OF LEVEE MARKER 67-68, 0.4 M
 EH2536'(1.3 FT) SOUTHWEST OF A VERTICAL 6-INCH STEEL POST, AND 0.4 M
 EH2536'(1.3 FT) NORTH OF A VERTICAL 6-INCH STEEL POST.  NOTE--ACCESS TO THE
 EH2536'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2536
 EH2536                          STATION RECOVERY (2003)
 EH2536
 EH2536'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2566 ***********************************************************************
 EH2566  DESIGNATION -  J 346
 EH2566  PID         -  EH2566
 EH2566  STATE/COUNTY-  MS/COAHOMA
 EH2566  USGS QUAD   -  RENA LARA (1982)
 EH2566
 EH2566                         *CURRENT SURVEY CONTROL
 EH2566  ___________________________________________________________________
 EH2566* NAD 83(1993)-  34 07 48.07557(N)    090 49 27.85171(W)     ADJUSTED  
 EH2566* NAVD 88     -        57.998  (meters)     190.28   (feet)  ADJUSTED  
 EH2566  ___________________________________________________________________
 EH2566  X           -     -76,043.833 (meters)                     COMP
 EH2566  Y           -  -5,284,658.947 (meters)                     COMP
 EH2566  Z           -   3,558,411.839 (meters)                     COMP
 EH2566  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 EH2566  ELLIP HEIGHT-          31.604 (meters)          (05/13/94) ADJUSTED
 EH2566  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EH2566  DYNAMIC HT  -          57.940 (meters)     190.09  (feet)  COMP
 EH2566  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 EH2566
 EH2566  HORZ ORDER  -  FIRST
 EH2566  VERT ORDER  -  FIRST     CLASS II
 EH2566  ELLP ORDER  -  FOURTH    CLASS I
 EH2566
 EH2566.The horizontal coordinates were established by GPS observations
 EH2566.and adjusted by the National Geodetic Survey in May 1994.
 EH2566
 EH2566.The orthometric height was determined by differential leveling
 EH2566.and adjusted in June 1991.
 EH2566.WARNING-Repeat measurements at this control monument indicate possible
 EH2566.vertical movement.
 EH2566
 EH2566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2566
 EH2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2566
 EH2566.The ellipsoidal height was determined by GPS observations
 EH2566.and is referenced to NAD 83.
 EH2566
 EH2566.The geoid height was determined by GEOID03.
 EH2566
 EH2566.The dynamic height is computed by dividing the NAVD 88
 EH2566.geopotential number by the normal gravity value computed on the
 EH2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2566.degrees latitude (g = 980.6199 gals.).
 EH2566
 EH2566.The modeled gravity was interpolated from observed gravity values.
 EH2566
 EH2566;                    North         East     Units Scale Factor Converg.
 EH2566;SPC MS W     -   513,477.800   654,703.907   MT  0.99997528   -0 16 31.9
 EH2566;SPC MS W     - 1,684,635.08  2,147,974.40   sFT  0.99997528   -0 16 31.9
 EH2566;UTM  15      - 3,778,710.319   700,623.019   MT  1.00009618   +1 13 15.9
 EH2566
 EH2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2566!SPC MS W     -   0.99999504  x   0.99997528  =   0.99997032
 EH2566!UTM  15      -   0.99999504  x   1.00009618  =   1.00009122
 EH2566
 EH2566                          SUPERSEDED SURVEY CONTROL
 EH2566
 EH2566  NAD 83(1986)-  34 07 48.08453(N)    090 49 27.84858(W) AD(       ) 1
 EH2566  NAD 27      -  34 07 47.69904(N)    090 49 27.47137(W) AD(       ) 1
 EH2566  NGVD 29 (??/??/??)   58.053  (m)          190.46   (f) ADJUSTED    1 2
 EH2566
 EH2566.Superseded values are not recommended for survey control.
 EH2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2566.See file dsdata.txt to determine how the superseded data were derived.
 EH2566
 EH2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0062378710(NAD 83)
 EH2566_MARKER: I = METAL ROD
 EH2566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2566_SP_SET: STAINLESS STEEL ROD
 EH2566_STAMPING: J 346 1983
 EH2566_MARK LOGO: NGS   
 EH2566_PROJECTION: RECESSED 8 CENTIMETERS
 EH2566_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2566+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2000
 EH2566_ROD/PIPE-DEPTH: 31.7 meters
 EH2566
 EH2566  HISTORY     - Date     Condition        Report By
 EH2566  HISTORY     - 1983     MONUMENTED       NGS
 EH2566  HISTORY     - 1984     GOOD             NGS
 EH2566  HISTORY     - 1984     GOOD             NGS
 EH2566  HISTORY     - 1985     GOOD             NGS
 EH2566  HISTORY     - 1985     GOOD             NGS
 EH2566  HISTORY     - 19920123 GOOD             NGS
 EH2566  HISTORY     - 20001025 GOOD             USE
 EH2566
 EH2566                          STATION DESCRIPTION
 EH2566
 EH2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2566'4.9 KM (3.05 MI) SW FROM RENA LARA.
 EH2566'THE MARK IS 0.9 M BELOW TOP OF LEVEE.
 EH2566'0.6 KM (0.4 MI) NORTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 EH2566'STATE HIGHWAY 1 AND THE RENA LARA BAPTIST CHURCH IN RENA LARA TO THE
 EH2566'TOP OF THE LEVEE, THENCE 4.25 KM (2.65 MI) SOUTHWEST ALONG THE TOP OF
 EH2566'THE LEVEE, AND 0.6 KM (0.4 MI) SOUTHWEST OF A METAL CATTLE GUARD AND
 EH2566'CROSS FENCE ON TOP OF THE LEVEE, ALSO AT A POINT WHERE A ROAD CROSSES
 EH2566'THE LEVEE, SET ON CREST OF LEVEE BY MILEPOST 94/95, 11.27 METERS
 EH2566'(37.0 FT) EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD
 EH2566'CROSSING THE LEVEE, 7.62 METERS (25.0 FT) SOUTH-SOUTHEAST OF THE
 EH2566'CENTER OF THE ROAD ON TOP OF THE LEVEE, AND 2.13 METERS (7.0 FT)
 EH2566'EAST-NORTHEAST OF MILEPOST 94/95.
 EH2566'THE MARK IS 0.52 METERS  SW FROM A WITNESS POST.
 EH2566
 EH2566                          STATION RECOVERY (1984)
 EH2566
 EH2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV)
 EH2566'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTHWEST OF RENA LARA,
 EH2566'1.1 KM (0.7 MI) NORTH OF THE COAHOMA - BOLIVAR COUNTY LINE, AT
 EH2566'MILEPOST 94/95 ON THE EAST LEVEE ALONG THE MISSISSIPPI RIVER.
 EH2566'OWNERSHIP--MR. JOE F.  MOONEY, CHIEF ENGINEER, YAZOO DELTA LEVEE
 EH2566'BOARD, PO BOX 610, CLARKSDALE, MS 38614, TELEPHONE (601) 624-4397.
 EH2566'
 EH2566'TO REACH THE STATION FROM THE POST OFFICE IN RENA LARA, GO SOUTH ON
 EH2566'STATE ROUTE 1 FOR 0.2 KM (0.15 MI) TO A CROSSROAD.  CONTINUE SOUTH ON
 EH2566'STATE ROUTE 1 FOR 4.5 KM (2.8 MI) TO A CROSSROAD.  (TO REACH THE
 EH2566'AZIMUTH MARK, CONTINUE SOUTH ON STATE ROUTE 1 FOR 0.9 KM (0.55 MI) TO
 EH2566'A PAVED ROAD LEFT AT THE COAHOMA-BOLIVAR COUNTY LINE.  TURN LEFT ON
 EH2566'THE PAVED ROAD AND GO 61 METERS (200 FEET) TO THE AZIMUTH MARK ON THE
 EH2566'RIGHT.) TURN LEFT ON A DIRT ROAD AND GO 0.6 KM (0.35 MI) TO A FORK.
 EH2566'TAKE THE LEFT FORK AND GO 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT
 EH2566'JUST BEFORE REACHING THE MAIN LEVEE ROAD.
 EH2566'
 EH2566'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS
 EH2566'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP
 EH2566'STAMPED---J 346 1983--- LOCATED 9.0 METERS (29.5 FEET) SE FROM THE
 EH2566'VERTEX OF THE V CREATED BY THE INTERSECTION OF LEVEE ROAD AND THE
 EH2566'ACCESS ROAD, 2.07 METERS (6.8 FEET) E FROM MILE MARKER 94/95, AND
 EH2566'2.07 METERS (6.8 FEET) S FROM THE SOUTH EDGE OF THE ACCESS ROAD
 EH2566'BETWEEN TWO VERTICAL METAL BLADES PROJECTING 1.0 M (3 FT).
 EH2566'
 EH2566'AZIMUTH MARK IS NGS BENCH MARK DISK STAMPED---W 242 1974---CRIMPED TO
 EH2566'A 1.2 METER (4 FOOT) COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 EH2566'METAL BASE PLATE.  THE DISK IS 15 CM BELOW THE GROUND SURFACE AND IS
 EH2566'ENCLOSED IN A WHITE PVC PIPE LOCATED 7.10 METERS (23.3 FEET) E FROM
 EH2566'THE APPARENT CENTERLINE OF THE PAVED ROAD, 2.44 METERS (8.0 FEET) SE
 EH2566'FROM THE CENTER OF A LONE COTTONWOOD TREE, AND 0.14 METER (0.45 FOOT)
 EH2566'SSW FROM A METAL WITNESS POST.
 EH2566'
 EH2566'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA,
 EH2566'MISSISSIPPI, MAY - JUNE 1984.
 EH2566
 EH2566                          STATION RECOVERY (1984)
 EH2566
 EH2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH2566'RECOVERED IN GOOD CONDITION.
 EH2566
 EH2566                          STATION RECOVERY (1985)
 EH2566
 EH2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2566'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED
 EH2566'IN 1984.  AN UPDATED MILEAGE TO STATION FOLLOWS.
 EH2566'
 EH2566'TO REACH FROM THE RENA LARA BAPTIST CHURCH AT THE ONLY CROSSROAD
 EH2566'IN RENA LARA, GO WESTERLY ON THE PAVED ROAD FOR 0.65 KM (0.4 MI)
 EH2566'TO THE LEVEE ROAD.  TURN LEFT, SOUTHWEST, ON THE LEVEE ROAD FOR
 EH2566'4.24 KM (2.6 MI) TO MILEPOST 94/95 ON THE LEFT AND THE STATION
 EH2566'BETWEEN TWO STEEL GRADER BLADES.  TO REACH THE AZIMUTH MARK FROM THE
 EH2566'RENA LARA BAPTIST CHURCH, GO SOUTHWEST ON STATE HIGHWAY 1 FOR 5.26 KM
 EH2566'(3.3 MI) TO A DIRT ROAD LEFT AT THE COAHOMA-BOLIVAR COUNTY LINE.
 EH2566'TURN LEFT, EAST, ON THE DIRT ROAD FOR 50 METERS TO THE MARK
 EH2566'ON THE RIGHT.
 EH2566
 EH2566                          STATION RECOVERY (1985)
 EH2566
 EH2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH2566'RECOVERED IN GOOD CONDITION.
 EH2566
 EH2566                          STATION RECOVERY (1992)
 EH2566
 EH2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EH2566'4.0 KM (2.50 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 EH2566'OF STATE HIGHWAY 322 IN SHERARD, THENCE 0.3 M (1.0 FT) NORTHWESTERLY
 EH2566'ALONG A GRAVELED ROAD, THENCE 11.1 KM (6.90 MI) SOUTHWESTERLY ALONG A
 EH2566'GRAVELED ROAD ON TOP OF A MISSISSIPPI RIVER LEVEE, 8.3 M (27.2 FT)
 EH2566'SOUTH OF THE ROAD CENTER, 3.8 M (12.5 FT) SOUTHWEST OF THE CENTER OF A
 EH2566'GRAVELED ROAD, 2.1 M (6.9 FT) EAST OF LEVEE MILEPOST 94-95, 1.0 M
 EH2566'(3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.7 M (2.3 FT) NORTH OF A
 EH2566'WITNESS POST, AND 0.5 M (1.6 FT) WEST OF A 6-INCH STEEL POST.
 EH2566'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EH2566
 EH2566                          STATION RECOVERY (2000)
 EH2566
 EH2566'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 EH2566'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2473 ***********************************************************************
 EH2473  CBN         -  This is a Cooperative Base Network Control Station.
 EH2473  DESIGNATION -  J 348
 EH2473  PID         -  EH2473
 EH2473  STATE/COUNTY-  MS/DE SOTO
 EH2473  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2473
 EH2473                         *CURRENT SURVEY CONTROL
 EH2473  ___________________________________________________________________
 EH2473* NAD 83(2007)-  34 56 51.78595(N)    090 14 20.67261(W)     ADJUSTED  
 EH2473* NAVD 88     -        65.612  (meters)     215.26   (feet)  ADJUSTED  
 EH2473  ___________________________________________________________________
 EH2473  EPOCH DATE  -        2002.00
 EH2473  X           -     -21,838.726 (meters)                     COMP
 EH2473  Y           -  -5,233,737.405 (meters)                     COMP
 EH2473  Z           -   3,633,136.197 (meters)                     COMP
 EH2473  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EH2473  ELLIP HEIGHT-          38.400 (meters)          (02/10/07) ADJUSTED
 EH2473  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EH2473  DYNAMIC HT  -          65.551 (meters)     215.06  (feet)  COMP
 EH2473
 EH2473  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EH2473  Type    PID    Designation                      North   East  Ellip
 EH2473  -------------------------------------------------------------------
 EH2473  NETWORK EH2473 J 348                             0.27   0.22   0.67
 EH2473  -------------------------------------------------------------------
 EH2473  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EH2473
 EH2473  VERT ORDER  -  FIRST     CLASS II
 EH2473
 EH2473.The horizontal coordinates were established by GPS observations
 EH2473.and adjusted by the National Geodetic Survey in February 2007.
 EH2473
 EH2473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EH2473.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EH2473.The horizontal coordinates are valid at the epoch date displayed above.
 EH2473.The epoch date for horizontal control is a decimal equivalence
 EH2473.of Year/Month/Day.
 EH2473
 EH2473.The orthometric height was determined by differential leveling
 EH2473.and adjusted in June 1991.
 EH2473
 EH2473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2473
 EH2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2473
 EH2473.The ellipsoidal height was determined by GPS observations
 EH2473.and is referenced to NAD 83.
 EH2473
 EH2473.The geoid height was determined by GEOID03.
 EH2473
 EH2473.The dynamic height is computed by dividing the NAVD 88
 EH2473.geopotential number by the normal gravity value computed on the
 EH2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2473.degrees latitude (g = 980.6199 gals.).
 EH2473
 EH2473.The modeled gravity was interpolated from observed gravity values.
 EH2473
 EH2473;                    North         East     Units Scale Factor Converg.
 EH2473;SPC MS W     -   604,077.342   708,609.645   MT  0.99995091   +0 03 14.4
 EH2473;SPC MS W     - 1,981,877.08  2,324,830.14   sFT  0.99995091   +0 03 14.4
 EH2473;UTM  15      - 3,870,726.658   752,132.863   MT  1.00038357   +1 34 56.5
 EH2473
 EH2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2473!SPC MS W     -   0.99999397  x   0.99995091  =   0.99994488
 EH2473!UTM  15      -   0.99999397  x   1.00038357  =   1.00037754
 EH2473
 EH2473                          SUPERSEDED SURVEY CONTROL
 EH2473
 EH2473  ELLIP H (08/22/02)   38.391  (m)                       GP(       ) 3 1
 EH2473  ELLIP H (04/15/02)   38.445  (m)                       GP(       ) 4 2
 EH2473  NAD 83(1993)-  34 56 51.78580(N)    090 14 20.67238(W) AD(       ) B
 EH2473  ELLIP H (02/15/02)   38.440  (m)                       GP(       ) 4 1
 EH2473  NAVD 88 (02/15/02)   65.61   (m)          215.3    (f) LEVELING    3  
 EH2473  NGVD 29 (??/??/??)   65.612  (m)          215.26   (f) ADJUSTED    1 2
 EH2473
 EH2473.Superseded values are not recommended for survey control.
 EH2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2473.See file dsdata.txt to determine how the superseded data were derived.
 EH2473
 EH2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5213370727(NAD 83)
 EH2473_MARKER: F = FLANGE-ENCASED ROD
 EH2473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH2473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH2473_STAMPING: J 348 1983
 EH2473_MARK LOGO: NGS   
 EH2473_PROJECTION: FLUSH
 EH2473_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH2473+STABILITY: POSITION/ELEVATION WELL
 EH2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2473+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 EH2473_ROD/PIPE-DEPTH: 31.7 meters
 EH2473_SLEEVE-DEPTH  : 6.10 meters
 EH2473
 EH2473  HISTORY     - Date     Condition        Report By
 EH2473  HISTORY     - 1983     MONUMENTED       NGS
 EH2473  HISTORY     - 20000607 GOOD             NGS
 EH2473  HISTORY     - 20011003 GOOD             3001
 EH2473  HISTORY     - 20020418 GOOD             EMCINC
 EH2473  HISTORY     - 20031010 GOOD             TNDT
 EH2473  HISTORY     - 20080805 GOOD             USACE
 EH2473
 EH2473                          STATION DESCRIPTION
 EH2473
 EH2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2473'19.6 KM (12.2 MI) SW FROM WALLS.
 EH2473'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2473'OFFICE IN WALLS TO THE MISSISSIPPI LEVEE, THENCE 16.6 KM (10.30 MI)
 EH2473'SOUTHWEST ALONG THE TOP OF THE LEVEE TO A METAL CATTLE GUARD ON TOP OF
 EH2473'THE LEVEE AND A CROSS FENCE, SET AT THE TOE OF THE LEVEE BY THE FENCE,
 EH2473'ABOUT 60.9 METERS (200.0 FT) NORTH-NORTHEAST OF MILEPOST NUMBER 11/12,
 EH2473'28.19 METERS (92.5 FT) NORTHEAST OF THE CENTER OF THE CATTLE GUARD ON
 EH2473'TOP OF THE LEVEE, 4.41 METERS (14.5 FT) SOUTHWEST OF THE CENTER OF A
 EH2473'METAL GATE AT THE TOE OF THE LEVEE, AND 1.21 METERS (4.0 FT) NORTHWEST
 EH2473'OF A WIRE FENCE.
 EH2473'THE MARK IS 0.91 METERS  NNW FROM A WITNESS POST.
 EH2473'THE MARK IS 6.09 M BELOW LEVEE.
 EH2473
 EH2473                          STATION RECOVERY (2000)
 EH2473
 EH2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EH2473'RECOVERED AS AMENDED.  TO REACH THE STATION FROM THE INTERSECTION OF
 EH2473'ROUTE 302 AND ROUTE 161 (OLD US 61) IN WALLS, MS, DRIVE SOUTH ON RTE
 EH2473'161 FOR 0.5 MI (0.8 KM) TO SECOND STREET.  TURN RIGHT (WEST) ON 2ND
 EH2473'ST. AND CONTINUE 0.1 MI (0.2 KM) TO A T INTERSECTION, THEN RIGHT AND
 EH2473'CONTINUE ANOTHER 0.1 MI (0.2 KM) TO A RAILROAD CROSSING.  PROCEED
 EH2473'WESTWARD ON OLD US 61 TO A 3- POINT INTERSECTION.  CONTINUE WEST ON A
 EH2473'PAVED ROAD FOR 0.7 MI, (1.1 KM) PAST FARM MACHINE SHEDS LEFT AND
 EH2473'TENANT HOUSES ON RIGHT, TO RIGHTHAND 90 DEGREE BEND.  CONTINUE NORTH
 EH2473'0.3 MI (0.5 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND PROCEED WEST ON
 EH2473'PAVED ROAD TO LEVEE AND THE STATION ON THE LEFT, AT THE TOE OF THE
 EH2473'LEVEE SLOPE.
 EH2473
 EH2473                          STATION RECOVERY (2001)
 EH2473
 EH2473'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 EH2473'THE STATION IS LOCATED IN DESOTO COUNTY, MS ABOUT 3.0 MILES NORTH OF
 EH2473'LAKE CORMORANT
 EH2473'1.07 MILES WEST OF INTERSECTION OF OLD HWY 61 AND THOMAS RD .04 MILES
 EH2473'SOUTH OF
 EH2473'INTERSECTION OF BASS LANDING ROAD AND LEVEE RD
 EH2473' 
 EH2473'OWNERSHIP- MS DELTA LEVEE BOARD
 EH2473' 
 EH2473'TO REACH THE STATION FROM THE INTERSECTION OF US 61, GO WEST ON STAR
 EH2473'LANDING ROAD TO
 EH2473'THE INTERSECTION OF STAR LANDING ROAD AND OLD HWY 61. GO NORTH ON OLD
 EH2473'HWY 61 FOR 2.9
 EH2473'MILES TO BASS LANDING ROAD. GO WEST ON BASS LANDING ROAD TO LEVEE ROAD
 EH2473'THE STATION IS ABOUT 60.9 METERS (200 FT) NORTH-NORTHEAST OF MILE POST
 EH2473'11/12, 28.19 METERS
 EH2473'(92.5 FT) NORTH EAST OF THE CENTER OF THE CATTLE GUARD ON TOP OF THE
 EH2473'LEVEE, 4.41 METER
 EH2473'(14.5 FT) SOUTH WEST OF A METAL GATE AT THE TOE OF THE LEVEE, AND 1.21
 EH2473'METERS (4.5 FT) NORTH
 EH2473'EAST OF A WIRE FENCE. THE MARK IS .091 METERS FROM A WITNESS POST THE
 EH2473'MARK IS 6.09 METERS
 EH2473'BELOW LEVEE SET ON THE LAND SIDE TOE OF THE LEVEE.
 EH2473' 
 EH2473' 
 EH2473'
 EH2473
 EH2473                          STATION RECOVERY (2002)
 EH2473
 EH2473'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH2473'FOUND AS DESCRIBED.
 EH2473' 
 EH2473'
 EH2473
 EH2473                          STATION RECOVERY (2003)
 EH2473
 EH2473'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EH2473'RECOVERED AS DESCRIBED.
 EH2473
 EH2473                          STATION RECOVERY (2008)
 EH2473
 EH2473'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (POP)
 EH2473'MISSING ACCESS CAP
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH2505 ***********************************************************************
 EH2505  DESIGNATION -  J 349
 EH2505  PID         -  EH2505
 EH2505  STATE/COUNTY-  MS/TUNICA
 EH2505  USGS QUAD   -  TUNICA (1981)
 EH2505
 EH2505                         *CURRENT SURVEY CONTROL
 EH2505  ___________________________________________________________________
 EH2505* NAD 83(1986)-  34 43 14.     (N)    090 27 32.     (W)     SCALED    
 EH2505* NAVD 88     -        67.242  (meters)     220.61   (feet)  ADJUSTED  
 EH2505  ___________________________________________________________________
 EH2505  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EH2505  DYNAMIC HT  -          67.179 (meters)     220.40  (feet)  COMP
 EH2505  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EH2505
 EH2505  VERT ORDER  -  FIRST     CLASS II
 EH2505
 EH2505.The horizontal coordinates were scaled from a topographic map and have
 EH2505.an estimated accuracy of +/- 6 seconds.
 EH2505
 EH2505.The orthometric height was determined by differential leveling
 EH2505.and adjusted in June 1991.
 EH2505
 EH2505.The geoid height was determined by GEOID03.
 EH2505
 EH2505.The dynamic height is computed by dividing the NAVD 88
 EH2505.geopotential number by the normal gravity value computed on the
 EH2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2505.degrees latitude (g = 980.6199 gals.).
 EH2505
 EH2505.The modeled gravity was interpolated from observed gravity values.
 EH2505
 EH2505;                    North         East    Units  Estimated Accuracy
 EH2505;SPC MS W     -   578,880.      688,500.      MT  (+/- 180 meters Scaled)
 EH2505
 EH2505                          SUPERSEDED SURVEY CONTROL
 EH2505
 EH2505  NGVD 29 (??/??/??)   67.268  (m)          220.70   (f) ADJUSTED    1 2
 EH2505
 EH2505.Superseded values are not recommended for survey control.
 EH2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2505.See file dsdata.txt to determine how the superseded data were derived.
 EH2505
 EH2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU326449(NAD 83)
 EH2505_MARKER: I = METAL ROD
 EH2505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2505_SP_SET: STAINLESS STEEL ROD
 EH2505_STAMPING: J 349 1983
 EH2505_MARK LOGO: NGS   
 EH2505_PROJECTION: RECESSED 3 CENTIMETERS
 EH2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2505+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EH2505_ROD/PIPE-DEPTH: 25.6 meters
 EH2505
 EH2505  HISTORY     - Date     Condition        Report By
 EH2505  HISTORY     - 1983     MONUMENTED       NGS
 EH2505  HISTORY     - 20030603 GOOD             USACE
 EH2505  HISTORY     - 20080514 GOOD             MSDOT
 EH2505
 EH2505                          STATION DESCRIPTION
 EH2505
 EH2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2505'10.1 KM (6.3 MI) NW FROM TUNICA.
 EH2505'0.2 KM (0.1 MI) NORTH ALONG EDWARDS AVENUE WEST FROM THE POST OFFICE
 EH2505'IN TUNICA, THENCE 8.4 KM (5.2 MI) WESTERLY ALONG TUNICA CUTOFF TO THE
 EH2505'CROWN OF THE LEVEE, THENCE 1.6 KM (1.0 MI) NORTH ALONG THE TOP OF THE
 EH2505'LEVEE, AT A CATTLE GUARD, 0.2 KM (0.1 MI) SOUTH-SOUTHWEST OF MILE POST
 EH2505'36/37, 0.4 KM (0.25 MI) NORTHEAST OF A GRAVEL OFF RAMP LEADING
 EH2505'EAST-NORTHEAST TO A FIELD ENTRANCE, 3.20 METERS (10.5 FT) SOUTHEAST OF
 EH2505'THE CENTER OF THE CATTLE GUARD, 1.95 METERS (6.4 FT) EAST OF THE SOUTH
 EH2505'CORNER OF THE CATTLE GUARD, 2.29 METERS (7.5 FT) SOUTH OF THE EAST
 EH2505'CORNER OF THE CATTLE GUARD, AND 0.25 METERS (0.8 FT) SOUTHWEST OF A
 EH2505'CROSS FENCE.
 EH2505'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 EH2505'THE MARK IS 0.45 M BELOW TOP OF CATTLE GUARD.
 EH2505
 EH2505                          STATION RECOVERY (2003)
 EH2505
 EH2505'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2505'LEVEE MILE POST IN DESCRIPTION SHOULD BE 35 37.
 EH2505
 EH2505                          STATION RECOVERY (2008)
 EH2505
 EH2505'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EH2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1124 ***********************************************************************
 CO1124  CBN         -  This is a Cooperative Base Network Control Station.
 CO1124  DESIGNATION -  J 352
 CO1124  PID         -  CO1124
 CO1124  STATE/COUNTY-  MS/NOXUBEE
 CO1124  USGS QUAD   -  SHUQUALAK (1982)
 CO1124
 CO1124                         *CURRENT SURVEY CONTROL
 CO1124  ___________________________________________________________________
 CO1124* NAD 83(2007)-  32 56 10.33743(N)    088 31 59.50886(W)     ADJUSTED  
 CO1124* NAVD 88     -        74.535  (meters)     244.54   (feet)  ADJUSTED  
 CO1124  ___________________________________________________________________
 CO1124  EPOCH DATE  -        2002.00
 CO1124  X           -     137,162.032 (meters)                     COMP
 CO1124  Y           -  -5,356,607.599 (meters)                     COMP
 CO1124  Z           -   3,448,047.754 (meters)                     COMP
 CO1124  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 CO1124  ELLIP HEIGHT-          45.909 (meters)          (02/10/07) ADJUSTED
 CO1124  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CO1124  DYNAMIC HT  -          74.452 (meters)     244.26  (feet)  COMP
 CO1124
 CO1124  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CO1124  Type    PID    Designation                      North   East  Ellip
 CO1124  -------------------------------------------------------------------
 CO1124  NETWORK CO1124 J 352                             1.00   0.98   3.98
 CO1124  -------------------------------------------------------------------
 CO1124  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CO1124
 CO1124  VERT ORDER  -  FIRST     CLASS II
 CO1124
 CO1124.The horizontal coordinates were established by GPS observations
 CO1124.and adjusted by the National Geodetic Survey in February 2007.
 CO1124
 CO1124.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CO1124.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CO1124.The horizontal coordinates are valid at the epoch date displayed above.
 CO1124.The epoch date for horizontal control is a decimal equivalence
 CO1124.of Year/Month/Day.
 CO1124
 CO1124.The orthometric height was determined by differential leveling
 CO1124.and adjusted in June 1991.
 CO1124
 CO1124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1124
 CO1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1124
 CO1124.The ellipsoidal height was determined by GPS observations
 CO1124.and is referenced to NAD 83.
 CO1124
 CO1124.The geoid height was determined by GEOID03.
 CO1124
 CO1124.The dynamic height is computed by dividing the NAVD 88
 CO1124.geopotential number by the normal gravity value computed on the
 CO1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1124.degrees latitude (g = 980.6199 gals.).
 CO1124
 CO1124.The modeled gravity was interpolated from observed gravity values.
 CO1124
 CO1124;                    North         East     Units Scale Factor Converg.
 CO1124;SPC MS E     -   381,004.557   328,067.532   MT  0.99995971   +0 09 47.5
 CO1124;SPC MS E     - 1,250,012.45  1,076,334.89   sFT  0.99995971   +0 09 47.5
 CO1124;UTM  16      - 3,645,257.497   356,665.100   MT  0.99985332   -0 50 01.5
 CO1124
 CO1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1124!SPC MS E     -   0.99999279  x   0.99995971  =   0.99995250
 CO1124!UTM  16      -   0.99999279  x   0.99985332  =   0.99984611
 CO1124
 CO1124                          SUPERSEDED SURVEY CONTROL
 CO1124
 CO1124  ELLIP H (04/15/02)   45.901  (m)                       GP(       ) 4 2
 CO1124  NAD 83(1993)-  32 56 10.33735(N)    088 31 59.50880(W) AD(       ) B
 CO1124  ELLIP H (02/15/02)   45.900  (m)                       GP(       ) 4 1
 CO1124  NAVD 88 (02/15/02)   74.53   (m)          244.5    (f) LEVELING    3  
 CO1124
 CO1124.Superseded values are not recommended for survey control.
 CO1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1124.See file dsdata.txt to determine how the superseded data were derived.
 CO1124
 CO1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5666545257(NAD 83)
 CO1124_MARKER: F = FLANGE-ENCASED ROD
 CO1124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CO1124_SP_SET: STAINLESS STEEL ROD
 CO1124_STAMPING: J 352 1983
 CO1124_MARK LOGO: NGS   
 CO1124_PROJECTION: FLUSH
 CO1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1124+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 CO1124_ROD/PIPE-DEPTH: 6.0  meters
 CO1124
 CO1124  HISTORY     - Date     Condition        Report By
 CO1124  HISTORY     - 1983     MONUMENTED       NGS
 CO1124  HISTORY     - 20000501 GOOD             NGS
 CO1124
 CO1124                          STATION DESCRIPTION
 CO1124
 CO1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CO1124'13.9 KM (8.65 MI) NORTH FROM SCOOBA.
 CO1124'13.9 KM (8.65 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF
 CO1124'STATE HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, AT A TRACK ROAD CROSSING
 CO1124'(FIELD ENTRANCES), SET IN THE SOUTHWEST RIGHT-OF-WAY FENCE LINE
 CO1124'BETWEEN THE FOURTH AND FIFTH FENCE POST FROM THE NORTHWEST GATE POST,
 CO1124'15.30 METERS (50.2 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CO1124'HIGHWAY, 18.89 METERS (62.0 FT) NORTH-NORTHWEST OF A 6 FEET HIGH METAL
 CO1124'POST WITH AN UNDERGROUND CABLE WARNING SIGN ATTACHED, 14.63 METERS
 CO1124'(48.0 FT) NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD LEADING WEST,
 CO1124'AND 0.24 METERS (0.8 FT) EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CO1124'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CO1124'THE MARK IS 0.46 M BELOW HIGHWAY.
 CO1124
 CO1124                          STATION RECOVERY (2000)
 CO1124
 CO1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CO1124'RECOVERED AS DESCRIBED.  TO REACH THE STATION FROM THE INTERSECTION OF
 CO1124'RTE 16 AND US 45 AT SCOOBA, DRIVE NORTH ON US 45 FOR 8.4 MI (13.5 KM)
 CO1124'TO THE STATION ON THE LEFT, IN THE WEST ROW OF THE HWY.  STATION IS
 CO1124'JUST NORTH OF THE NOXUBEE/KEMPER COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1408 ***********************************************************************
 EG1408  DESIGNATION -  J 356
 EG1408  PID         -  EG1408
 EG1408  STATE/COUNTY-  MS/PRENTISS
 EG1408  USGS QUAD   -  MARIETTA (1979)
 EG1408
 EG1408                         *CURRENT SURVEY CONTROL
 EG1408  ___________________________________________________________________
 EG1408* NAD 83(1986)-  34 33 46.     (N)    088 24 52.     (W)     SCALED    
 EG1408* NAVD 88     -       131.928  (meters)     432.83   (feet)  ADJUSTED  
 EG1408  ___________________________________________________________________
 EG1408  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG1408  DYNAMIC HT  -         131.800 (meters)     432.41  (feet)  COMP
 EG1408  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EG1408
 EG1408  VERT ORDER  -  FIRST     CLASS II
 EG1408
 EG1408.The horizontal coordinates were scaled from a topographic map and have
 EG1408.an estimated accuracy of +/- 6 seconds.
 EG1408
 EG1408.The orthometric height was determined by differential leveling
 EG1408.and adjusted in June 1991.
 EG1408
 EG1408.The geoid height was determined by GEOID03.
 EG1408
 EG1408.The dynamic height is computed by dividing the NAVD 88
 EG1408.geopotential number by the normal gravity value computed on the
 EG1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1408.degrees latitude (g = 980.6199 gals.).
 EG1408
 EG1408.The modeled gravity was interpolated from observed gravity values.
 EG1408
 EG1408;                    North         East    Units  Estimated Accuracy
 EG1408;SPC MS E     -   561,450.      338,440.      MT  (+/- 180 meters Scaled)
 EG1408
 EG1408                          SUPERSEDED SURVEY CONTROL
 EG1408
 EG1408  NGVD 29 (??/??/92)  131.861  (m)          432.61   (f) ADJ UNCH    1 2
 EG1408
 EG1408.Superseded values are not recommended for survey control.
 EG1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1408.See file dsdata.txt to determine how the superseded data were derived.
 EG1408
 EG1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD702254(NAD 83)
 EG1408_MARKER: I = METAL ROD
 EG1408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1408_SP_SET: STAINLESS STEEL ROD
 EG1408_STAMPING: J 356 1985
 EG1408_MARK LOGO: NGS   
 EG1408_PROJECTION: FLUSH
 EG1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1408_ROD/PIPE-DEPTH: 4.3  meters
 EG1408
 EG1408  HISTORY     - Date     Condition        Report By
 EG1408  HISTORY     - 1985     MONUMENTED       NGS
 EG1408
 EG1408                          STATION DESCRIPTION
 EG1408
 EG1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EG1408'IN NEW SITE.
 EG1408'IN NEW SITE, AT THE NEW SITE HIGH SCHOOL ON STATE HIGHWAY 4, NEAR THE
 EG1408'SOUTHEAST CORNER OF THE SCHOOL, ABOUT 0.2 KM (0.1 MI) NORTHEAST OF THE
 EG1408'CENTER LINE OF STATE HIGHWAY 4.  11.60 METERS (38.0 FT)
 EG1408'SOUTH-SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE OF THE SCHOOL,
 EG1408'0.42 METERS (1.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SIDEWALK
 EG1408'AROUND THE SCHOOL AND 3.70 METERS (12.0 FT) SOUTHEAST OF THE SOUTHEAST
 EG1408'CORNER OF THE SCHOO NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EG1408'5-INCH LOGO CAP.
 EG1408'THE MARK IS 6.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1545 ***********************************************************************
 DJ1545  DESIGNATION -  J 357
 DJ1545  PID         -  DJ1545
 DJ1545  STATE/COUNTY-  MS/MONROE
 DJ1545  USGS QUAD   -  WREN (1992)
 DJ1545
 DJ1545                         *CURRENT SURVEY CONTROL
 DJ1545  ___________________________________________________________________
 DJ1545* NAD 83(1986)-  33 59 19.     (N)    088 34 24.     (W)     SCALED    
 DJ1545* NAVD 88     -        96.318  (meters)     316.00   (feet)  ADJUSTED  
 DJ1545  ___________________________________________________________________
 DJ1545  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DJ1545  DYNAMIC HT  -          96.221 (meters)     315.69  (feet)  COMP
 DJ1545  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 DJ1545
 DJ1545  VERT ORDER  -  FIRST     CLASS II
 DJ1545
 DJ1545.The horizontal coordinates were scaled from a topographic map and have
 DJ1545.an estimated accuracy of +/- 6 seconds.
 DJ1545
 DJ1545.The orthometric height was determined by differential leveling
 DJ1545.and adjusted in June 1991.
 DJ1545
 DJ1545.The geoid height was determined by GEOID03.
 DJ1545
 DJ1545.The dynamic height is computed by dividing the NAVD 88
 DJ1545.geopotential number by the normal gravity value computed on the
 DJ1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1545.degrees latitude (g = 980.6199 gals.).
 DJ1545
 DJ1545.The modeled gravity was interpolated from observed gravity values.
 DJ1545
 DJ1545;                    North         East    Units  Estimated Accuracy
 DJ1545;SPC MS E     -   497,710.      324,020.      MT  (+/- 180 meters Scaled)
 DJ1545
 DJ1545                          SUPERSEDED SURVEY CONTROL
 DJ1545
 DJ1545  NGVD 29 (??/??/92)   96.254  (m)          315.79   (f) ADJ UNCH    1 2
 DJ1545
 DJ1545.Superseded values are not recommended for survey control.
 DJ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1545.See file dsdata.txt to determine how the superseded data were derived.
 DJ1545
 DJ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC546620(NAD 83)
 DJ1545_MARKER: I = METAL ROD
 DJ1545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ1545_SP_SET: STAINLESS STEEL ROD
 DJ1545_STAMPING: J 357 1985
 DJ1545_MARK LOGO: NGS   
 DJ1545_PROJECTION: FLUSH
 DJ1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1545_ROD/PIPE-DEPTH: 6.1  meters
 DJ1545
 DJ1545  HISTORY     - Date     Condition        Report By
 DJ1545  HISTORY     - 1985     MONUMENTED       NGS
 DJ1545
 DJ1545                          STATION DESCRIPTION
 DJ1545
 DJ1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DJ1545'8.4 KM (5.2 MI) WEST FROM AMORY.
 DJ1545'8.4 KM (5.2 MI) WEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF STATE
 DJ1545'HIGHWAY 25 NORTH IN AMORY TO THE MARK ON THE LEFT, 9.45 METERS (31.0
 DJ1545'FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7.47 METERS (24.5 FT)
 DJ1545'NORTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTHEAST, 0.67 METER
 DJ1545'(2.2 FT) EAST OF A HISTORICAL MARKER FOR THE BELL INDIAN MISSION.
 DJ1545'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DJ1545'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 DJ1545'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3156 ***********************************************************************
 EH3156  DESIGNATION -  J 359
 EH3156  PID         -  EH3156
 EH3156  STATE/COUNTY-  MS/TUNICA
 EH3156  USGS QUAD   -  TUNICA (1981)
 EH3156
 EH3156                         *CURRENT SURVEY CONTROL
 EH3156  ___________________________________________________________________
 EH3156* NAD 83(1986)-  34 38 42.     (N)    090 25 43.     (W)     SCALED    
 EH3156* NAVD 88     -        56.448  (meters)     185.20   (feet)  ADJUSTED  
 EH3156  ___________________________________________________________________
 EH3156  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EH3156  DYNAMIC HT  -          56.394 (meters)     185.02  (feet)  COMP
 EH3156  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 EH3156
 EH3156  VERT ORDER  -  FIRST     CLASS II
 EH3156
 EH3156.The horizontal coordinates were scaled from a topographic map and have
 EH3156.an estimated accuracy of +/- 6 seconds.
 EH3156
 EH3156.The orthometric height was determined by differential leveling
 EH3156.and adjusted in July 1994.
 EH3156
 EH3156.The geoid height was determined by GEOID03.
 EH3156
 EH3156.The dynamic height is computed by dividing the NAVD 88
 EH3156.geopotential number by the normal gravity value computed on the
 EH3156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3156.degrees latitude (g = 980.6199 gals.).
 EH3156
 EH3156.The modeled gravity was interpolated from observed gravity values.
 EH3156
 EH3156;                    North         East    Units  Estimated Accuracy
 EH3156;SPC MS W     -   570,500.      691,270.      MT  (+/- 180 meters Scaled)
 EH3156
 EH3156                          SUPERSEDED SURVEY CONTROL
 EH3156
 EH3156.No superseded survey control is available for this station.
 EH3156
 EH3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU356366(NAD 83)
 EH3156_MARKER: I = METAL ROD
 EH3156_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3156_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EH3156_STAMPING: J 359 1991
 EH3156_MARK LOGO: NGS   
 EH3156_PROJECTION: FLUSH
 EH3156_MAGNETIC: I = MARKER IS A STEEL ROD
 EH3156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3156+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 EH3156_ROD/PIPE-DEPTH: 34.6 meters
 EH3156_SLEEVE-DEPTH  : 0.9 meters
 EH3156
 EH3156  HISTORY     - Date     Condition        Report By
 EH3156  HISTORY     - 1991     MONUMENTED       NGS
 EH3156  HISTORY     - 20030603 GOOD             USACE
 EH3156
 EH3156                          STATION DESCRIPTION
 EH3156
 EH3156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EH3156'5.5 KM (3.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 EH3156'STATE HIGHWAY 4 IN TUNICA, THENCE 4.4 KM (2.75 MI) WESTERLY ALONG A
 EH3156'PAVED ROAD, 11.4 M (37.4 FT) WEST OF A GRAVELED ROAD, 10.5 M
 EH3156'(34.4 FT) NORTH OF THE CENTERLINE OF THE ROAD, 2.2 M (7.2 FT)
 EH3156'WEST-SOUTHWEST OF A UTILITY POLE, 1.4 M (4.6 FT) EAST-NORTHEAST OF A
 EH3156'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 EH3156'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 EH3156'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 EH3156
 EH3156                          STATION RECOVERY (2003)
 EH3156
 EH3156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH3156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0354 ***********************************************************************
 BV0354  DESIGNATION -  J 36
 BV0354  PID         -  BV0354
 BV0354  STATE/COUNTY-  MS/CLARKE
 BV0354  USGS QUAD   -  DE SOTO (1982)
 BV0354
 BV0354                         *CURRENT SURVEY CONTROL
 BV0354  ___________________________________________________________________
 BV0354* NAD 83(1986)-  31 53 22.     (N)    088 42 23.     (W)     SCALED    
 BV0354* NAVD 88     -        60.791  (meters)     199.45   (feet)  ADJUSTED  
 BV0354  ___________________________________________________________________
 BV0354  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BV0354  DYNAMIC HT  -          60.719 (meters)     199.21  (feet)  COMP
 BV0354  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 BV0354
 BV0354  VERT ORDER  -  FIRST     CLASS II
 BV0354
 BV0354.The horizontal coordinates were scaled from a topographic map and have
 BV0354.an estimated accuracy of +/- 6 seconds.
 BV0354
 BV0354.The orthometric height was determined by differential leveling
 BV0354.and adjusted in June 1991.
 BV0354
 BV0354.The geoid height was determined by GEOID03.
 BV0354
 BV0354.The dynamic height is computed by dividing the NAVD 88
 BV0354.geopotential number by the normal gravity value computed on the
 BV0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0354.degrees latitude (g = 980.6199 gals.).
 BV0354
 BV0354.The modeled gravity was interpolated from observed gravity values.
 BV0354
 BV0354;                    North         East    Units  Estimated Accuracy
 BV0354;SPC MS E     -   264,900.      312,010.      MT  (+/- 180 meters Scaled)
 BV0354
 BV0354                          SUPERSEDED SURVEY CONTROL
 BV0354
 BV0354  NGVD 29 (??/??/92)   60.803  (m)          199.48   (f) ADJ UNCH    1 2
 BV0354
 BV0354.Superseded values are not recommended for survey control.
 BV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0354.See file dsdata.txt to determine how the superseded data were derived.
 BV0354
 BV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA386294(NAD 83)
 BV0354_MARKER: DB = BENCH MARK DISK
 BV0354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BV0354_SP_SET: HEADWALL
 BV0354_STAMPING: J 36 1934
 BV0354_MARK LOGO: CGS   
 BV0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0354+STABILITY: SURFACE MOTION
 BV0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0354+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1991
 BV0354
 BV0354  HISTORY     - Date     Condition        Report By
 BV0354  HISTORY     - 1934     MONUMENTED       CGS
 BV0354  HISTORY     - 1961     GOOD             MSHD
 BV0354  HISTORY     - 1964     GOOD             NGS
 BV0354  HISTORY     - 19910702 GOOD             MSHD
 BV0354
 BV0354                          STATION DESCRIPTION
 BV0354
 BV0354'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0354'2 MI N FROM SHUBUTA.
 BV0354'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF SHUBUTA, 5 3/4 MILES SOUTH
 BV0354'OF THE VILLAGE OF DESOTO, 0.3 MILE EAST OF U.S. HIGHWAY 45 AND ON
 BV0354'RAILROAD RIGHT-OF-WAY.  TO REACH THE MARK FROM THE INTERSECTION OF
 BV0354'U.S. HIGHWAY 45 AND MAIN STREET IN SHUBUTA GO NORTH ON U.S. 45 FOR
 BV0354'2.15 MILES TO A DRIVEWAY ENTERING WOODS AND A LOCKED WOODEN GATE ON
 BV0354'THE RIGHT.  FOLLOW WOODS ROAD APPROXIMATELY 0.2 MILE TO AN OPEN FIELD,
 BV0354'CONTINUE ON ROAD NORTHEASTERLY ACROSS FIELD AND ENTER WOODS AGAIN,
 BV0354'FOLLOW WOODS ROAD, EAST, NORTH AND EAST APPROXIMATELY 0.5 MILE TO THE
 BV0354'RAILROAD, FOLLOW RAILROAD NORTH APPROXIMATELY 1000 FEET (3 TELEGRAPH
 BV0354'LINE POLES ON EAST SIDE) TO A BRICK CULVERT AND THE MARK IN THE TOP OF
 BV0354'THE EAST CONCRETE HEADWALL.  THE MARK IS STANDARD USC AND GS BRONZE
 BV0354'BENCH MARK DISK SET IN CEMENT IN A DRILL HOLE IN THE EAST CONCRETE
 BV0354'HEADWALL OF THE CULVERT 12-FEET EAST OF THE CENTERLINE OF THE TRACK.
 BV0354'IT IS 15 POLES SOUTH OF MILEPOST 99.  THE DISK IS STAMPED J 36 1934.
 BV0354
 BV0354                          STATION RECOVERY (1964)
 BV0354
 BV0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BV0354'RECOVERED IN GOOD CONDITION.
 BV0354
 BV0354                          STATION RECOVERY (1991)
 BV0354
 BV0354'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0354'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF SHUBUTA, IN A
 BV0354'CULVERT UNDER THE GULF AND MISSISSIPPI RAILROAD TRACK, 5.8 MI
 BV0354'(9.3 KM) SOUTH OF DESOTO AND IS IN SECTION 36, T 1N, R 7W.
 BV0354'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND EUCUTTTA STREET
 BV0354'IN SHUBUTA, GO NORTH ON U.S. HIGHWAY 45 FOR 2.3 MI (3.7 KM) TO A
 BV0354'WOODS ROAD AT THE ENTRANCE TO THE J AND R HUNTING CLUB ON THE RIGHT,
 BV0354'TURN RIGHT AND GO IN AN EASTERLY DIRECTION ON A WINDING WOODS ROAD
 BV0354'FOR 0.75 MI (1.21 KM) TO THE RAILROAD TRACK, THENCE NORTH ALONG THE
 BV0354'RAILROAD TRACK FOR ABOUT 170 YDS TO THE MARK ON THE RIGHT.
 BV0354'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTH END OF THE
 BV0354'EAST HEADWALL OF A CONCRETE CAPPED BRICK CULVERT, ABOUT 2.0 FT
 BV0354'(0.6 M) BELOW THE LEVEL OF THE TRACK, 8.8 FT (2.7 M) EAST OF THE EAST
 BV0354'RAIL AND 1.25 FT (0.38 M) SOUTH OF THE NORTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK2164 ***********************************************************************
 DK2164  DESIGNATION -  J 360
 DK2164  PID         -  DK2164
 DK2164  STATE/COUNTY-  MS/WASHINGTON
 DK2164  USGS QUAD   -  WAYSIDE (1970)
 DK2164
 DK2164                         *CURRENT SURVEY CONTROL
 DK2164  ___________________________________________________________________
 DK2164* NAD 83(1986)-  33 18 46.     (N)    091 02 40.     (W)     SCALED    
 DK2164* NAVD 88     -        35.373  (meters)     116.05   (feet)  ADJUSTED  
 DK2164  ___________________________________________________________________
 DK2164  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DK2164  DYNAMIC HT  -          35.335 (meters)     115.93  (feet)  COMP
 DK2164  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DK2164
 DK2164  VERT ORDER  -  FIRST     CLASS II
 DK2164
 DK2164.The horizontal coordinates were scaled from a topographic map and have
 DK2164.an estimated accuracy of +/- 6 seconds.
 DK2164
 DK2164.The orthometric height was determined by differential leveling
 DK2164.and adjusted in July 1994.
 DK2164
 DK2164.The geoid height was determined by GEOID03.
 DK2164
 DK2164.The dynamic height is computed by dividing the NAVD 88
 DK2164.geopotential number by the normal gravity value computed on the
 DK2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2164.degrees latitude (g = 980.6199 gals.).
 DK2164
 DK2164.The modeled gravity was interpolated from observed gravity values.
 DK2164
 DK2164;                    North         East    Units  Estimated Accuracy
 DK2164;SPC MS W     -   422,950.      633,780.      MT  (+/- 180 meters Scaled)
 DK2164
 DK2164                          SUPERSEDED SURVEY CONTROL
 DK2164
 DK2164.No superseded survey control is available for this station.
 DK2164
 DK2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS820876(NAD 83)
 DK2164_MARKER: I = METAL ROD
 DK2164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK2164_SP_SET: STAINLESS STEEL ROD
 DK2164_STAMPING: J 360 1991
 DK2164_MARK LOGO: NGS   
 DK2164_PROJECTION: FLUSH
 DK2164_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2164+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DK2164_ROD/PIPE-DEPTH: 10.6 meters
 DK2164
 DK2164  HISTORY     - Date     Condition        Report By
 DK2164  HISTORY     - 1991     MONUMENTED       NGS
 DK2164
 DK2164                          STATION DESCRIPTION
 DK2164
 DK2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DK2164'9.7 KM (6.00 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 DK2164'U.S. HIGHWAY 82 IN GREENVILLE, 126.0 M (413.4 FT) SOUTH OF THE CENTER
 DK2164'OF STATE HIGHWAY 454 WEST, 53.2 M (174.5 FT) NORTH OF THE CENTER OF
 DK2164'DYCUS ROAD, 35.4 M (116.1 FT) WEST OF THE CENTER OF THE HIGHWAY, 8.0
 DK2164'M (26.2 FT) SOUTHEAST OF THE EAST END OF A CULVERT UNDER AN ABANDONED
 DK2164'HIGHWAY, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER
 DK2164'AND GUY CABLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3
 DK2164'M (1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 DK2164'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2576 ***********************************************************************
 BW2576  DESIGNATION -  J 361
 BW2576  PID         -  BW2576
 BW2576  STATE/COUNTY-  MS/PIKE
 BW2576  USGS QUAD   -  OSYKA (1972)
 BW2576
 BW2576                         *CURRENT SURVEY CONTROL
 BW2576  ___________________________________________________________________
 BW2576* NAD 83(1986)-  31 00 34.     (N)    090 28 02.     (W)     SCALED    
 BW2576* NAVD 88     -        77.811  (meters)     255.28   (feet)  ADJUSTED  
 BW2576  ___________________________________________________________________
 BW2576  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BW2576  DYNAMIC HT  -          77.712 (meters)     254.96  (feet)  COMP
 BW2576  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 BW2576
 BW2576  VERT ORDER  -  FIRST     CLASS II
 BW2576
 BW2576.The horizontal coordinates were scaled from a topographic map and have
 BW2576.an estimated accuracy of +/- 6 seconds.
 BW2576
 BW2576.The orthometric height was determined by differential leveling
 BW2576.and adjusted in February 1994.
 BW2576
 BW2576.The geoid height was determined by GEOID03.
 BW2576
 BW2576.The dynamic height is computed by dividing the NAVD 88
 BW2576.geopotential number by the normal gravity value computed on the
 BW2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2576.degrees latitude (g = 980.6199 gals.).
 BW2576
 BW2576.The modeled gravity was interpolated from observed gravity values.
 BW2576
 BW2576;                    North         East    Units  Estimated Accuracy
 BW2576;SPC MS W     -   167,330.      687,220.      MT  (+/- 180 meters Scaled)
 BW2576
 BW2576                          SUPERSEDED SURVEY CONTROL
 BW2576
 BW2576.No superseded survey control is available for this station.
 BW2576
 BW2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ418334(NAD 83)
 BW2576_MARKER: I = METAL ROD
 BW2576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BW2576+WITH SETTING: INFORMATION.
 BW2576_SP_SET: METAL ROD DRIVEN INTO GROUND
 BW2576_STAMPING: J 361 1992
 BW2576_MARK LOGO: NGS   
 BW2576_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2576+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2576
 BW2576  HISTORY     - Date     Condition        Report By
 BW2576  HISTORY     - 1992     MONUMENTED       NGS
 BW2576
 BW2576                          STATION DESCRIPTION
 BW2576
 BW2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2576'IN OSYKA, AT THE INTERSECTION OF RAILROAD AVENUE AND PRENTISS STREET,
 BW2576'10.7 M (35.1 FT) SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 0.5 M
 BW2576'(1.6 FT) NORTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE LEVEL
 BW2576'OF THE AVENUE, AND ON THE EXTENDED CENTER OF THE STREET. A METAL ROD
 BW2576'DRIVEN 2.1 M (6.9 FT) AND FLUSH WITH GROUND.  NOTE--ACCESS TO THE
 BW2576'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE ROD WAS DRIVEN TO
 BW2576'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2594 ***********************************************************************
 BW2594  DESIGNATION -  J 362
 BW2594  PID         -  BW2594
 BW2594  STATE/COUNTY-  MS/LINCOLN
 BW2594  USGS QUAD   -  WESSON (1972)
 BW2594
 BW2594                         *CURRENT SURVEY CONTROL
 BW2594  ___________________________________________________________________
 BW2594* NAD 83(1986)-  31 39 37.     (N)    090 25 19.     (W)     SCALED    
 BW2594* NAVD 88     -       123.769  (meters)     406.07   (feet)  ADJUSTED  
 BW2594  ___________________________________________________________________
 BW2594  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BW2594  DYNAMIC HT  -         123.619 (meters)     405.57  (feet)  COMP
 BW2594  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 BW2594
 BW2594  VERT ORDER  -  FIRST     CLASS II
 BW2594
 BW2594.The horizontal coordinates were scaled from a topographic map and have
 BW2594.an estimated accuracy of +/- 6 seconds.
 BW2594
 BW2594.The orthometric height was determined by differential leveling
 BW2594.and adjusted in February 1994.
 BW2594
 BW2594.The geoid height was determined by GEOID03.
 BW2594
 BW2594.The dynamic height is computed by dividing the NAVD 88
 BW2594.geopotential number by the normal gravity value computed on the
 BW2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW2594.degrees latitude (g = 980.6199 gals.).
 BW2594
 BW2594.The modeled gravity was interpolated from observed gravity values.
 BW2594
 BW2594;                    North         East    Units  Estimated Accuracy
 BW2594;SPC MS W     -   239,490.      691,600.      MT  (+/- 180 meters Scaled)
 BW2594
 BW2594                          SUPERSEDED SURVEY CONTROL
 BW2594
 BW2594.No superseded survey control is available for this station.
 BW2594
 BW2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR444056(NAD 83)
 BW2594_MARKER: I = METAL ROD
 BW2594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BW2594_SP_SET: STAINLESS STEEL ROD
 BW2594_STAMPING: J 362 1992
 BW2594_MARK LOGO: NGS   
 BW2594_PROJECTION: FLUSH
 BW2594_MAGNETIC: I = MARKER IS A STEEL ROD
 BW2594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BW2594+STABILITY: POSITION/ELEVATION WELL
 BW2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BW2594+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BW2594_ROD/PIPE-DEPTH: 7.7  meters
 BW2594
 BW2594  HISTORY     - Date     Condition        Report By
 BW2594  HISTORY     - 1992     MONUMENTED       NGS
 BW2594
 BW2594                          STATION DESCRIPTION
 BW2594
 BW2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BW2594'1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 550 (MONTICELLO
 BW2594'STREET) FROM THE JUNCTION OF THE ILLINOIS CENTRAL RAILROAD IN
 BW2594'BROOKHAVEN, THENCE 9.0 KM (5.60 MI) NORTHERLY ALONG U.S. HIGHWAY 51,
 BW2594'25.7 M (84.3 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 BW2594'HIGHWAY, 3.0 M (9.8 FT) SOUTHWEST OF THE CENTER OF A GATE AND TRACK
 BW2594'ROAD, AND 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 BW2594'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3408 ***********************************************************************
 CP3408  DESIGNATION -  J 363
 CP3408  PID         -  CP3408
 CP3408  STATE/COUNTY-  MS/WARREN
 CP3408  USGS QUAD   -  VICKSBURG EAST (1962)
 CP3408
 CP3408                         *CURRENT SURVEY CONTROL
 CP3408  ___________________________________________________________________
 CP3408* NAD 83(1986)-  32 21 16.     (N)    090 46 28.     (W)     SCALED    
 CP3408* NAVD 88     -        82.249  (meters)     269.85   (feet)  ADJUSTED  
 CP3408  ___________________________________________________________________
 CP3408  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP3408  DYNAMIC HT  -          82.154 (meters)     269.53  (feet)  COMP
 CP3408  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CP3408
 CP3408  VERT ORDER  -  FIRST     CLASS II
 CP3408
 CP3408.The horizontal coordinates were scaled from a topographic map and have
 CP3408.an estimated accuracy of +/- 6 seconds.
 CP3408
 CP3408.The orthometric height was determined by differential leveling
 CP3408.and adjusted in July 1994.
 CP3408
 CP3408.The geoid height was determined by GEOID03.
 CP3408
 CP3408.The dynamic height is computed by dividing the NAVD 88
 CP3408.geopotential number by the normal gravity value computed on the
 CP3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3408.degrees latitude (g = 980.6199 gals.).
 CP3408
 CP3408.The modeled gravity was interpolated from observed gravity values.
 CP3408
 CP3408;                    North         East    Units  Estimated Accuracy
 CP3408;SPC MS W     -   316,540.      658,480.      MT  (+/- 180 meters Scaled)
 CP3408
 CP3408                          SUPERSEDED SURVEY CONTROL
 CP3408
 CP3408.No superseded survey control is available for this station.
 CP3408
 CP3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR094819(NAD 83)
 CP3408_MARKER: I = METAL ROD
 CP3408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CP3408_SP_SET: STAINLESS STEEL ROD
 CP3408_STAMPING: J 363 1992
 CP3408_MARK LOGO: NGS   
 CP3408_PROJECTION: FLUSH
 CP3408_MAGNETIC: I = MARKER IS A STEEL ROD
 CP3408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CP3408+STABILITY: POSITION/ELEVATION WELL
 CP3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3408+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CP3408_ROD/PIPE-DEPTH: 12.2 meters
 CP3408
 CP3408  HISTORY     - Date     Condition        Report By
 CP3408  HISTORY     - 1992     MONUMENTED       NGS
 CP3408
 CP3408                          STATION DESCRIPTION
 CP3408
 CP3408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3408'5.2 KM (3.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3408'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), NEAR THE WEST END
 CP3408'OF AN ABANDONED REST AREA, 27.7 M (90.9 FT) NORTH OF THE CENTERLINE
 CP3408'OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 CP3408'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CP3408'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3224 ***********************************************************************
 BH3224  DESIGNATION -  J 364
 BH3224  PID         -  BH3224
 BH3224  STATE/COUNTY-  MS/JACKSON
 BH3224  USGS QUAD   -  GAUTIER NORTH (1982)
 BH3224
 BH3224                         *CURRENT SURVEY CONTROL
 BH3224  ___________________________________________________________________
 BH3224* NAD 83(1986)-  30 25 12.     (N)    088 42 56.     (W)     SCALED    
 BH3224* NAVD 88     -         6.830  (meters)      22.41   (feet)  ADJUSTED  
 BH3224  ___________________________________________________________________
 BH3224  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH3224  DYNAMIC HT  -           6.821 (meters)      22.38  (feet)  COMP
 BH3224  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BH3224
 BH3224  VERT ORDER  -  FIRST     CLASS II
 BH3224
 BH3224.The horizontal coordinates were scaled from a topographic map and have
 BH3224.an estimated accuracy of +/- 6 seconds.
 BH3224
 BH3224.The orthometric height was determined by differential leveling
 BH3224.and adjusted in September 1993.
 BH3224
 BH3224.The geoid height was determined by GEOID03.
 BH3224
 BH3224.The dynamic height is computed by dividing the NAVD 88
 BH3224.geopotential number by the normal gravity value computed on the
 BH3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3224.degrees latitude (g = 980.6199 gals.).
 BH3224
 BH3224.The modeled gravity was interpolated from observed gravity values.
 BH3224
 BH3224;                    North         East    Units  Estimated Accuracy
 BH3224;SPC MS E     -   101,980.      311,320.      MT  (+/- 180 meters Scaled)
 BH3224
 BH3224                          SUPERSEDED SURVEY CONTROL
 BH3224
 BH3224.No superseded survey control is available for this station.
 BH3224
 BH3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU352665(NAD 83)
 BH3224_MARKER: F = FLANGE-ENCASED ROD
 BH3224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3224_SP_SET: STAINLESS STEEL ROD
 BH3224_STAMPING: J 364 1993
 BH3224_MARK LOGO: NGS   
 BH3224_PROJECTION: FLUSH
 BH3224_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3224+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 BH3224_ROD/PIPE-DEPTH: 11.4 meters
 BH3224
 BH3224  HISTORY     - Date     Condition        Report By
 BH3224  HISTORY     - 1993     MONUMENTED       NGS
 BH3224  HISTORY     - 20000316 GOOD             NGS
 BH3224  HISTORY     - 20040228 GOOD             USPSQD
 BH3224  HISTORY     - 20050317 GOOD             USPSQD
 BH3224
 BH3224                          STATION DESCRIPTION
 BH3224
 BH3224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3224'12.3 KM (7.65 MI) SOUTHERLY ALONG STATE HIGHWAY 57 FROM THE POST
 BH3224'OFFICE IN VANCLEAVE, 21.6 M (70.9 FT) WEST OF THE CENTERLINE OF THE
 BH3224'SOUTHBOUND LANES OF THE HIGHWAY, 19.1 M (62.7 FT) SOUTH OF THE CENTER
 BH3224'OF THE EASTBOUND LANES OF SUN SCOPE DRIVE, 5.8 M (19.0 FT)
 BH3224'SOUTH-SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER THE DRIVE, 1.4 M
 BH3224'(4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF
 BH3224'UTILITY POLE NUMBER 30, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 BH3224'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BH3224
 BH3224                          STATION RECOVERY (2000)
 BH3224
 BH3224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 BH3224'RECOVERED AS DESCRIBED.
 BH3224
 BH3224                          STATION RECOVERY (2004)
 BH3224
 BH3224'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH3224'RECOVERED IN GOOD CONDITION.
 BH3224
 BH3224                          STATION RECOVERY (2005)
 BH3224
 BH3224'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH3224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3267 ***********************************************************************
 BH3267  DESIGNATION -  J 365
 BH3267  PID         -  BH3267
 BH3267  STATE/COUNTY-  MS/HANCOCK
 BH3267  USGS QUAD   -  CAESAR (1986)
 BH3267
 BH3267                         *CURRENT SURVEY CONTROL
 BH3267  ___________________________________________________________________
 BH3267* NAD 83(1986)-  30 30 58.     (N)    089 32 40.     (W)     SCALED    
 BH3267* NAVD 88     -        29.033  (meters)      95.25   (feet)  ADJUSTED  
 BH3267  ___________________________________________________________________
 BH3267  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BH3267  DYNAMIC HT  -          28.995 (meters)      95.13  (feet)  COMP
 BH3267  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BH3267
 BH3267  VERT ORDER  -  FIRST     CLASS II
 BH3267
 BH3267.The horizontal coordinates were scaled from a topographic map and have
 BH3267.an estimated accuracy of +/- 6 seconds.
 BH3267
 BH3267.The orthometric height was determined by differential leveling
 BH3267.and adjusted in February 1994.
 BH3267
 BH3267.The geoid height was determined by GEOID03.
 BH3267
 BH3267.The dynamic height is computed by dividing the NAVD 88
 BH3267.geopotential number by the normal gravity value computed on the
 BH3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3267.degrees latitude (g = 980.6199 gals.).
 BH3267
 BH3267.The modeled gravity was interpolated from observed gravity values.
 BH3267
 BH3267;                    North         East    Units  Estimated Accuracy
 BH3267;SPC MS E     -   112,850.      231,750.      MT  (+/- 180 meters Scaled)
 BH3267
 BH3267                          SUPERSEDED SURVEY CONTROL
 BH3267
 BH3267.No superseded survey control is available for this station.
 BH3267
 BH3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU558787(NAD 83)
 BH3267_MARKER: I = METAL ROD
 BH3267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3267_SP_SET: STAINLESS STEEL ROD
 BH3267_STAMPING: J 365 1993
 BH3267_MARK LOGO: NGS   
 BH3267_PROJECTION: FLUSH
 BH3267_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3267+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BH3267_ROD/PIPE-DEPTH: 18.3 meters
 BH3267
 BH3267  HISTORY     - Date     Condition        Report By
 BH3267  HISTORY     - 1993     MONUMENTED       NGS
 BH3267
 BH3267                          STATION DESCRIPTION
 BH3267
 BH3267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3267'11.7 KM (7.25 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION
 BH3267'OF INTERSTATE HIGHWAY 59 (EXIT 4) IN PICAYUNE, 168.4 M (552.5 FT)
 BH3267'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.6 FT) WEST OF AND
 BH3267'LEVEL WITH THE CENTER OF FELIX ROAD, 0.6 M (2.0 FT) SOUTHEAST OF A
 BH3267'FENCE CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 BH3267'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH3248 ***********************************************************************
 BH3248  DESIGNATION -  J 366
 BH3248  PID         -  BH3248
 BH3248  STATE/COUNTY-  MS/HANCOCK
 BH3248  USGS QUAD   -  NICHOLSON (1993)
 BH3248
 BH3248                         *CURRENT SURVEY CONTROL
 BH3248  ___________________________________________________________________
 BH3248* NAD 83(1986)-  30 27 07.     (N)    089 40 17.     (W)     SCALED    
 BH3248* NAVD 88     -        11.978  (meters)      39.30   (feet)  ADJUSTED  
 BH3248  ___________________________________________________________________
 BH3248  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BH3248  DYNAMIC HT  -          11.962 (meters)      39.25  (feet)  COMP
 BH3248  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BH3248
 BH3248  VERT ORDER  -  FIRST     CLASS II
 BH3248
 BH3248.The horizontal coordinates were scaled from a topographic map and have
 BH3248.an estimated accuracy of +/- 6 seconds.
 BH3248
 BH3248.The orthometric height was determined by differential leveling
 BH3248.and adjusted in February 1994.
 BH3248
 BH3248.The geoid height was determined by GEOID03.
 BH3248
 BH3248.The dynamic height is computed by dividing the NAVD 88
 BH3248.geopotential number by the normal gravity value computed on the
 BH3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3248.degrees latitude (g = 980.6199 gals.).
 BH3248
 BH3248.The modeled gravity was interpolated from observed gravity values.
 BH3248
 BH3248;                    North         East    Units  Estimated Accuracy
 BH3248;SPC MS E     -   105,820.      219,510.      MT  (+/- 180 meters Scaled)
 BH3248
 BH3248                          SUPERSEDED SURVEY CONTROL
 BH3248
 BH3248.No superseded survey control is available for this station.
 BH3248
 BH3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU434718(NAD 83)
 BH3248_MARKER: I = METAL ROD
 BH3248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH3248_SP_SET: STAINLESS STEEL ROD
 BH3248_STAMPING: J 366 1993
 BH3248_MARK LOGO: NGS   
 BH3248_PROJECTION: RECESSED 2 CENTIMETERS
 BH3248_MAGNETIC: I = MARKER IS A STEEL ROD
 BH3248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH3248+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH3248_ROD/PIPE-DEPTH: 26.8 meters
 BH3248
 BH3248  HISTORY     - Date     Condition        Report By
 BH3248  HISTORY     - 1993     MONUMENTED       NGS
 BH3248  HISTORY     - 20050817 GOOD             NGS
 BH3248
 BH3248                          STATION DESCRIPTION
 BH3248
 BH3248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 BH3248'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH3248'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 2.6 KM
 BH3248'(1.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, 17.5 M (57.4 FT)
 BH3248'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT)
 BH3248'NORTHWEST OF THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) NORTHEAST OF
 BH3248'A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 BH3248'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BH3248'CAP.
 BH3248
 BH3248                          STATION RECOVERY (2005)
 BH3248
 BH3248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH3248'N302706.2 W0894017.4
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1156 ***********************************************************************
 EG1156  DESIGNATION -  J 37
 EG1156  PID         -  EG1156
 EG1156  STATE/COUNTY-  MS/DE SOTO
 EG1156  USGS QUAD   -  COLDWATER (1982)
 EG1156
 EG1156                         *CURRENT SURVEY CONTROL
 EG1156  ___________________________________________________________________
 EG1156* NAD 83(1986)-  34 44 59.     (N)    089 58 15.     (W)     SCALED    
 EG1156* NAVD 88     -        74.088  (meters)     243.07   (feet)  ADJUSTED  
 EG1156  ___________________________________________________________________
 EG1156  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EG1156  DYNAMIC HT  -          74.017 (meters)     242.84  (feet)  COMP
 EG1156  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 EG1156
 EG1156  VERT ORDER  -  SECOND    CLASS 0
 EG1156
 EG1156.The horizontal coordinates were scaled from a topographic map and have
 EG1156.an estimated accuracy of +/- 6 seconds.
 EG1156
 EG1156.The orthometric height was determined by differential leveling
 EG1156.and adjusted in June 1991.
 EG1156
 EG1156.The geoid height was determined by GEOID03.
 EG1156
 EG1156.The dynamic height is computed by dividing the NAVD 88
 EG1156.geopotential number by the normal gravity value computed on the
 EG1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1156.degrees latitude (g = 980.6199 gals.).
 EG1156
 EG1156.The modeled gravity was interpolated from observed gravity values.
 EG1156
 EG1156;                    North         East    Units  Estimated Accuracy
 EG1156;SPC MS W     -   582,170.      733,190.      MT  (+/- 180 meters Scaled)
 EG1156
 EG1156                          SUPERSEDED SURVEY CONTROL
 EG1156
 EG1156  NGVD 29 (??/??/92)   74.070  (m)          243.01   (f) ADJ UNCH    2 0
 EG1156
 EG1156.Superseded values are not recommended for survey control.
 EG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1156.See file dsdata.txt to determine how the superseded data were derived.
 EG1156
 EG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280493(NAD 83)
 EG1156_MARKER: DB = BENCH MARK DISK
 EG1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1156+STABILITY: SURFACE MOTION
 EG1156
 EG1156  HISTORY     - Date     Condition        Report By
 EG1156  HISTORY     - UNK      MONUMENTED       CGS
 EG1156  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1156  HISTORY     - 1979     MARK NOT FOUND   USGS
 EG1156  HISTORY     - 20071114 MARK NOT FOUND   MSDOT
 EG1156
 EG1156                          STATION DESCRIPTION
 EG1156
 EG1156'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1156'5.7 MI S FROM HERNANDO.
 EG1156'LOCATED ABOUT 5.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 EG1156'THE STATION AT HERNANDO.  IT IS 49 FEET WEST OF THE CENTERLINE OF THE
 EG1156'TRACK, 39 FEET SOUTHWEST OF MILEPOST, AND 1 FOOT EAST OF A
 EG1156'RIGHT-OF-WAY FENCE.
 EG1156
 EG1156                          STATION RECOVERY (1979)
 EG1156
 EG1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EG1156'MARK NOT FOUND.
 EG1156
 EG1156                          STATION RECOVERY (2007)
 EG1156
 EG1156'RECOVERY NOTE BY MS DEPT TRANS 2007 (HDB)
 EG1156'MARK APPARENTLY DESTROYED BY WIDENING AND PAVING OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1148 ***********************************************************************
 EG1148  DESIGNATION -  J 38
 EG1148  PID         -  EG1148
 EG1148  STATE/COUNTY-  MS/LAFAYETTE
 EG1148  USGS QUAD   -  SPLINTER (1980)
 EG1148
 EG1148                         *CURRENT SURVEY CONTROL
 EG1148  ___________________________________________________________________
 EG1148* NAD 83(1986)-  34 20 46.     (N)    089 39 04.     (W)     SCALED    
 EG1148* NAVD 88     -        91.638  (meters)     300.65   (feet)  ADJUSTED  
 EG1148  ___________________________________________________________________
 EG1148  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EG1148  DYNAMIC HT  -          91.549 (meters)     300.36  (feet)  COMP
 EG1148  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 EG1148
 EG1148  VERT ORDER  -  SECOND    CLASS 0
 EG1148
 EG1148.The horizontal coordinates were scaled from a topographic map and have
 EG1148.an estimated accuracy of +/- 6 seconds.
 EG1148
 EG1148.The orthometric height was determined by differential leveling
 EG1148.and adjusted in June 1991.
 EG1148
 EG1148.The geoid height was determined by GEOID03.
 EG1148
 EG1148.The dynamic height is computed by dividing the NAVD 88
 EG1148.geopotential number by the normal gravity value computed on the
 EG1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1148.degrees latitude (g = 980.6199 gals.).
 EG1148
 EG1148.The modeled gravity was interpolated from observed gravity values.
 EG1148
 EG1148;                    North         East    Units  Estimated Accuracy
 EG1148;SPC MS E     -   537,640.      224,760.      MT  (+/- 180 meters Scaled)
 EG1148
 EG1148                          SUPERSEDED SURVEY CONTROL
 EG1148
 EG1148  NGVD 29 (??/??/92)   91.624  (m)          300.60   (f) ADJ UNCH    2 0
 EG1148
 EG1148.Superseded values are not recommended for survey control.
 EG1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1148.See file dsdata.txt to determine how the superseded data were derived.
 EG1148
 EG1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD561037(NAD 83)
 EG1148_MARKER: DB = BENCH MARK DISK
 EG1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1148_STAMPING: J-38 1934
 EG1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1148+STABILITY: SURFACE MOTION
 EG1148
 EG1148  HISTORY     - Date     Condition        Report By
 EG1148  HISTORY     - 1934     MONUMENTED       CGS
 EG1148  HISTORY     - 1977     MARK NOT FOUND   MSHD
 EG1148  HISTORY     - 20080123 MARK NOT FOUND   MSDOT
 EG1148
 EG1148                          STATION DESCRIPTION
 EG1148
 EG1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EG1148'8.2 MI W FROM OXFORD.
 EG1148'8.2 MILES WEST OF I C RR DEPOT AT OXFORD 48 FEET NORTHWEST OF
 EG1148'CENTERLINE OF STATE HIGHWAY 6.  172 FEET SOUTH OF WOODEN HIGHWAY
 EG1148'BRIDGE.  8 FEET SOUTHWEST OF DRAINAGE DITCH.  1 FOOT NORTHEAST OF
 EG1148'FENCE LINE.
 EG1148
 EG1148                          STATION RECOVERY (1977)
 EG1148
 EG1148'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 EG1148'MARK NOT FOUND.
 EG1148
 EG1148                          STATION RECOVERY (2008)
 EG1148
 EG1148'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1224 ***********************************************************************
 EG1224  DESIGNATION -  J 39
 EG1224  PID         -  EG1224
 EG1224  STATE/COUNTY-  MS/MARSHALL
 EG1224  USGS QUAD   -  RED BANKS (1971)
 EG1224
 EG1224                         *CURRENT SURVEY CONTROL
 EG1224  ___________________________________________________________________
 EG1224* NAD 83(1986)-  34 50 49.     (N)    089 37 04.     (W)     SCALED    
 EG1224* NAVD 88     -       126.167  (meters)     413.93   (feet)  ADJUSTED  
 EG1224  ___________________________________________________________________
 EG1224  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EG1224  DYNAMIC HT  -         126.046 (meters)     413.54  (feet)  COMP
 EG1224  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 EG1224
 EG1224  VERT ORDER  -  SECOND    CLASS 0
 EG1224
 EG1224.The horizontal coordinates were scaled from a topographic map and have
 EG1224.an estimated accuracy of +/- 6 seconds.
 EG1224
 EG1224.The orthometric height was determined by differential leveling
 EG1224.and adjusted in June 1991.
 EG1224
 EG1224.The geoid height was determined by GEOID03.
 EG1224
 EG1224.The dynamic height is computed by dividing the NAVD 88
 EG1224.geopotential number by the normal gravity value computed on the
 EG1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1224.degrees latitude (g = 980.6199 gals.).
 EG1224
 EG1224.The modeled gravity was interpolated from observed gravity values.
 EG1224
 EG1224;                    North         East    Units  Estimated Accuracy
 EG1224;SPC MS E     -   593,180.      228,260.      MT  (+/- 180 meters Scaled)
 EG1224
 EG1224                          SUPERSEDED SURVEY CONTROL
 EG1224
 EG1224  NGVD 29 (??/??/92)  126.124  (m)          413.79   (f) ADJ UNCH    2 0
 EG1224
 EG1224.Superseded values are not recommended for survey control.
 EG1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1224.See file dsdata.txt to determine how the superseded data were derived.
 EG1224
 EG1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD606591(NAD 83)
 EG1224_MARKER: DB = BENCH MARK DISK
 EG1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1224+STABILITY: SURFACE MOTION
 EG1224
 EG1224  HISTORY     - Date     Condition        Report By
 EG1224  HISTORY     - UNK      MONUMENTED       CGS
 EG1224  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EG1224
 EG1224                          STATION DESCRIPTION
 EG1224
 EG1224'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1224'4.4 MI SE FROM BYHALIA.
 EG1224'LOCATED ABOUT 4.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 EG1224'RAILWAY FROM THE STATION AT BYHALIA.  IT IS ABOUT 140 FEET WEST OF THE
 EG1224'STATION SIGN AT VICTORIA, 48 FEET EAST OF THE CENTER OF A BLACKTOP
 EG1224'ROAD, AND 40 FEET SOUTH OF THE CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1209 ***********************************************************************
 DJ1209  DESIGNATION -  J 40
 DJ1209  PID         -  DJ1209
 DJ1209  STATE/COUNTY-  MS/CALHOUN
 DJ1209  USGS QUAD   -  BIG CREEK (1983)
 DJ1209
 DJ1209                         *CURRENT SURVEY CONTROL
 DJ1209  ___________________________________________________________________
 DJ1209* NAD 83(1986)-  33 51 08.     (N)    089 24 23.     (W)     SCALED    
 DJ1209* NAVD 88     -        78.271  (meters)     256.79   (feet)  ADJUSTED  
 DJ1209  ___________________________________________________________________
 DJ1209  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DJ1209  DYNAMIC HT  -          78.189 (meters)     256.53  (feet)  COMP
 DJ1209  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 DJ1209
 DJ1209  VERT ORDER  -  SECOND    CLASS 0
 DJ1209
 DJ1209.The horizontal coordinates were scaled from a topographic map and have
 DJ1209.an estimated accuracy of +/- 6 seconds.
 DJ1209
 DJ1209.The orthometric height was determined by differential leveling
 DJ1209.and adjusted in June 1991.
 DJ1209
 DJ1209.The geoid height was determined by GEOID03.
 DJ1209
 DJ1209.The dynamic height is computed by dividing the NAVD 88
 DJ1209.geopotential number by the normal gravity value computed on the
 DJ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1209.degrees latitude (g = 980.6199 gals.).
 DJ1209
 DJ1209.The modeled gravity was interpolated from observed gravity values.
 DJ1209
 DJ1209;                    North         East    Units  Estimated Accuracy
 DJ1209;SPC MS E     -   482,700.      246,970.      MT  (+/- 180 meters Scaled)
 DJ1209
 DJ1209                          SUPERSEDED SURVEY CONTROL
 DJ1209
 DJ1209  NGVD 29 (??/??/92)   78.243  (m)          256.70   (f) ADJ UNCH    2 0
 DJ1209
 DJ1209.Superseded values are not recommended for survey control.
 DJ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1209.See file dsdata.txt to determine how the superseded data were derived.
 DJ1209
 DJ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBC773483(NAD 83)
 DJ1209_MARKER: DB = BENCH MARK DISK
 DJ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1209_STAMPING: J-40 1935
 DJ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1209+STABILITY: SURFACE MOTION
 DJ1209
 DJ1209  HISTORY     - Date     Condition        Report By
 DJ1209  HISTORY     - 1935     MONUMENTED       CGS
 DJ1209  HISTORY     - 1979     MARK NOT FOUND   USGS
 DJ1209  HISTORY     - 20000228 MARK NOT FOUND   NGS
 DJ1209  HISTORY     - 20080220 MARK NOT FOUND   MSDOT
 DJ1209
 DJ1209                          STATION DESCRIPTION
 DJ1209
 DJ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ1209'5.7 MI W FROM CALHOUN CITY.
 DJ1209'5.7 MILES WEST OF O H AND CC RR DEPOT AT CALHOUN CITY 30 FEET NORTH OF
 DJ1209'CENTERLINE OF STATE HIGHWAY 8.  70 FEET NORTH WEST OF TELEPHONE POLE
 DJ1209'1487.  2 FEET SOUTH OF FENCE LINE.
 DJ1209
 DJ1209                          STATION RECOVERY (1979)
 DJ1209
 DJ1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DJ1209'MARK NOT FOUND.
 DJ1209
 DJ1209                          STATION RECOVERY (2000)
 DJ1209
 DJ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1209'NOT FOUND.  PRESUMED DESTROYED BY ROAD RECONSTRUCTION.
 DJ1209
 DJ1209                          STATION RECOVERY (2008)
 DJ1209
 DJ1209'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 DJ1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0924 ***********************************************************************
 EG0924  DESIGNATION -  J 41
 EG0924  PID         -  EG0924
 EG0924  STATE/COUNTY-  MS/TIPPAH
 EG0924  USGS QUAD   -  FALKNER (1982)
 EG0924
 EG0924                         *CURRENT SURVEY CONTROL
 EG0924  ___________________________________________________________________
 EG0924* NAD 83(1986)-  34 46 27.     (N)    088 55 27.     (W)     SCALED    
 EG0924* NAVD 88     -       163.026  (meters)     534.86   (feet)  ADJUSTED  
 EG0924  ___________________________________________________________________
 EG0924  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0924  DYNAMIC HT  -         162.870 (meters)     534.35  (feet)  COMP
 EG0924  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EG0924
 EG0924  VERT ORDER  -  SECOND    CLASS 0
 EG0924
 EG0924.The horizontal coordinates were scaled from a topographic map and have
 EG0924.an estimated accuracy of +/- 6 seconds.
 EG0924
 EG0924.The orthometric height was determined by differential leveling
 EG0924.and adjusted in June 1991.
 EG0924
 EG0924.The geoid height was determined by GEOID03.
 EG0924
 EG0924.The dynamic height is computed by dividing the NAVD 88
 EG0924.geopotential number by the normal gravity value computed on the
 EG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0924.degrees latitude (g = 980.6199 gals.).
 EG0924
 EG0924.The modeled gravity was interpolated from observed gravity values.
 EG0924
 EG0924;                    North         East    Units  Estimated Accuracy
 EG0924;SPC MS E     -   584,830.      291,690.      MT  (+/- 180 meters Scaled)
 EG0924
 EG0924                          SUPERSEDED SURVEY CONTROL
 EG0924
 EG0924  NGVD 29 (??/??/92)  162.989  (m)          534.74   (f) ADJ UNCH    2 0
 EG0924
 EG0924.Superseded values are not recommended for survey control.
 EG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0924.See file dsdata.txt to determine how the superseded data were derived.
 EG0924
 EG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD239496(NAD 83)
 EG0924_MARKER: DB = BENCH MARK DISK
 EG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0924_STAMPING: J 41 1934
 EG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0924+STABILITY: SURFACE MOTION
 EG0924
 EG0924  HISTORY     - Date     Condition        Report By
 EG0924  HISTORY     - 1934     MONUMENTED       CGS
 EG0924  HISTORY     - 1962     MARK NOT FOUND   MSHD
 EG0924  HISTORY     - 1979     MARK NOT FOUND   MSHD
 EG0924
 EG0924                          STATION DESCRIPTION
 EG0924
 EG0924'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 EG0924'20.9 MI S FROM MIDDLETON.
 EG0924'IN TIPPAH COUNTY, MISSISSIPPI, 20.9 MILES SOUTH ALONG THE GULF, MOBILE
 EG0924'AND NORTHERN RAILROAD FROM THE SOUTHERN RAILWAY STATION AT MIDDLETON,
 EG0924'HARDEMAN COUNTY, TENNESSEE, 9 FEET NORTHWEST OF THE SIXTH POLE SOUTH
 EG0924'OF MILEPOST 347, 129 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 EG0924'ROAD, AND 27 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 EG0924'DISK, STAMPED J 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EG0924
 EG0924                          STATION RECOVERY (1979)
 EG0924
 EG0924'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1063 ***********************************************************************
 EG1063  DESIGNATION -  J 42
 EG1063  PID         -  EG1063
 EG1063  STATE/COUNTY-  MS/PONTOTOC
 EG1063  USGS QUAD   -  HOULKA (1972)
 EG1063
 EG1063                         *CURRENT SURVEY CONTROL
 EG1063  ___________________________________________________________________
 EG1063* NAD 83(1986)-  34 07 12.     (N)    089 01 38.     (W)     SCALED    
 EG1063* NAVD 88     -       127.683  (meters)     418.91   (feet)  ADJUSTED  
 EG1063  ___________________________________________________________________
 EG1063  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1063  DYNAMIC HT  -         127.553 (meters)     418.48  (feet)  COMP
 EG1063  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 EG1063
 EG1063  VERT ORDER  -  SECOND    CLASS 0
 EG1063
 EG1063.The horizontal coordinates were scaled from a topographic map and have
 EG1063.an estimated accuracy of +/- 6 seconds.
 EG1063
 EG1063.The orthometric height was determined by differential leveling
 EG1063.and adjusted in June 1991.
 EG1063
 EG1063.The geoid height was determined by GEOID03.
 EG1063
 EG1063.The dynamic height is computed by dividing the NAVD 88
 EG1063.geopotential number by the normal gravity value computed on the
 EG1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1063.degrees latitude (g = 980.6199 gals.).
 EG1063
 EG1063.The modeled gravity was interpolated from observed gravity values.
 EG1063
 EG1063;                    North         East    Units  Estimated Accuracy
 EG1063;SPC MS E     -   512,270.      282,110.      MT  (+/- 180 meters Scaled)
 EG1063
 EG1063                          SUPERSEDED SURVEY CONTROL
 EG1063
 EG1063  NGVD 29 (??/??/92)  127.625  (m)          418.72   (f) ADJ UNCH    2 0
 EG1063
 EG1063.Superseded values are not recommended for survey control.
 EG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1063.See file dsdata.txt to determine how the superseded data were derived.
 EG1063
 EG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC130773(NAD 83)
 EG1063_MARKER: DB = BENCH MARK DISK
 EG1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1063_STAMPING: J-42 1935
 EG1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1063+STABILITY: SURFACE MOTION
 EG1063
 EG1063  HISTORY     - Date     Condition        Report By
 EG1063  HISTORY     - 1935     MONUMENTED       CGS
 EG1063  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG1063  HISTORY     - 1979     GOOD             MSHD
 EG1063
 EG1063                          STATION DESCRIPTION
 EG1063
 EG1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EG1063'9.1 MI S FROM PONTOTOC.
 EG1063'9.1 MILES SOUTH OF G M AND N RR DEPOT AT PONTOTOC 1550 FEET SOUTH OF
 EG1063'MILE POST 298.  60 FEET WEST OF CENTERLINE OF GULF MOBILE AND NORTHERN
 EG1063'RAILROAD.  20 FEET SOUTH OF CENTERLINE OF EAST AND WEST ROAD. 1 FOOT
 EG1063'EAST OF FENCE CORNER.
 EG1063
 EG1063                          STATION RECOVERY (1965)
 EG1063
 EG1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG1063'MARK NOT FOUND.
 EG1063
 EG1063                          STATION RECOVERY (1979)
 EG1063
 EG1063'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG1063'THE MARK IS LOCATED 6 MILES NORTH OF HOULKA IN THE SOUTHWEST ANGLE OF
 EG1063'A RAILROAD CROSSING, 9 MILES SOUTH OF PONTOTOC, 0.3 MILE SOUTH OF
 EG1063'MILEPOST 298 IN THE SOUTHWEST 1/4 OF SECTION 18, T 11S, R 3E. IT IS
 EG1063'100 FEET SOUTHWEST OF A TELEPHONE POLE, 100 FEET SOUTHWEST OF A WATER
 EG1063'VALVE, 55 FEET WEST OF THE WEST RAIL, 19 FEET SOUTH-SOUTHWEST OF THE
 EG1063'CENTER OF A GRAVELED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST SET
 EG1063'IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF
 EG1063'THE TRACK AND IS 8 INCHES BELOW THE GROUND. TO REACH FROM THE
 EG1063'JUNCTION OF STATE HIGHWAY 15 AND 32 1.6 MILES EAST OF HOULKA GO NORTH
 EG1063'ON STATE HIGHWAY 15 FOR 6 MILES TO A SIDE ROAD LEFT (0.1 MILE BEFORE
 EG1063'REACHING A SIDE ROAD RIGHT). TURN LEFT AND GO WEST ON A GRAVELED ROAD
 EG1063'FOR 1.25 MILES TO A T INTERSECTION. TURN LEFT AND GO SOUTHWEST ON A
 EG1063'GRAVELED ROAD FOR 0.1 MILE TO A FORK. TAKE THE RIGHT FORK AND GO WEST
 EG1063'ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT JUST BEYOND
 EG1063'A RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1135 ***********************************************************************
 DJ1135  DESIGNATION -  J 43
 DJ1135  PID         -  DJ1135
 DJ1135  STATE/COUNTY-  MS/CHICKASAW
 DJ1135  USGS QUAD   -  HOUSTON EAST (1987)
 DJ1135
 DJ1135                         *CURRENT SURVEY CONTROL
 DJ1135  ___________________________________________________________________
 DJ1135* NAD 83(1986)-  33 55 42.     (N)    088 58 56.     (W)     SCALED    
 DJ1135* NAVD 88     -        97.272  (meters)     319.13   (feet)  ADJUSTED  
 DJ1135  ___________________________________________________________________
 DJ1135  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DJ1135  DYNAMIC HT  -          97.171 (meters)     318.80  (feet)  COMP
 DJ1135  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 DJ1135
 DJ1135  VERT ORDER  -  SECOND    CLASS 0
 DJ1135
 DJ1135.The horizontal coordinates were scaled from a topographic map and have
 DJ1135.an estimated accuracy of +/- 6 seconds.
 DJ1135
 DJ1135.The orthometric height was determined by differential leveling
 DJ1135.and adjusted in June 1991.
 DJ1135
 DJ1135.The geoid height was determined by GEOID03.
 DJ1135
 DJ1135.The dynamic height is computed by dividing the NAVD 88
 DJ1135.geopotential number by the normal gravity value computed on the
 DJ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1135.degrees latitude (g = 980.6199 gals.).
 DJ1135
 DJ1135.The modeled gravity was interpolated from observed gravity values.
 DJ1135
 DJ1135;                    North         East    Units  Estimated Accuracy
 DJ1135;SPC MS E     -   491,010.      286,230.      MT  (+/- 180 meters Scaled)
 DJ1135
 DJ1135                          SUPERSEDED SURVEY CONTROL
 DJ1135
 DJ1135  NGVD 29 (??/??/92)   97.214  (m)          318.94   (f) ADJ UNCH    2 0
 DJ1135
 DJ1135.Superseded values are not recommended for survey control.
 DJ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1135.See file dsdata.txt to determine how the superseded data were derived.
 DJ1135
 DJ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC167559(NAD 83)
 DJ1135_MARKER: DB = BENCH MARK DISK
 DJ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1135_STAMPING: J-43 1935
 DJ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1135+STABILITY: SURFACE MOTION
 DJ1135
 DJ1135  HISTORY     - Date     Condition        Report By
 DJ1135  HISTORY     - 1935     MONUMENTED       CGS
 DJ1135
 DJ1135                          STATION DESCRIPTION
 DJ1135
 DJ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ1135'2.8 MI E FROM HOUSTON.
 DJ1135'2.8 MILES EAST OF G M AND N RR DEPOT AT HOUSTON 105 FEET WEST OF
 DJ1135'TELEPHONE POLE 620.  50 FEET NORTHWEST OF CENTERLINE OF OKOLONA
 DJ1135'HOUSTON AND CALHOUN CITY RAILROAD.  2 FEET SOUTHEAST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0134 ***********************************************************************
 DK0134  DESIGNATION -  J 45
 DK0134  PID         -  DK0134
 DK0134  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0134  USGS QUAD   -  TIPPO (1981)
 DK0134
 DK0134                         *CURRENT SURVEY CONTROL
 DK0134  ___________________________________________________________________
 DK0134* NAD 83(1986)-  33 55 37.     (N)    090 10 42.     (W)     SCALED    
 DK0134* NAVD 88     -        44.175  (meters)     144.93   (feet)  ADJUSTED  
 DK0134  ___________________________________________________________________
 DK0134  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DK0134  DYNAMIC HT  -          44.132 (meters)     144.79  (feet)  COMP
 DK0134  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 DK0134
 DK0134  VERT ORDER  -  SECOND    CLASS 0
 DK0134
 DK0134.The horizontal coordinates were scaled from a topographic map and have
 DK0134.an estimated accuracy of +/- 6 seconds.
 DK0134
 DK0134.The orthometric height was determined by differential leveling
 DK0134.and adjusted in June 1991.
 DK0134
 DK0134.The geoid height was determined by GEOID03.
 DK0134
 DK0134.The dynamic height is computed by dividing the NAVD 88
 DK0134.geopotential number by the normal gravity value computed on the
 DK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0134.degrees latitude (g = 980.6199 gals.).
 DK0134
 DK0134.The modeled gravity was interpolated from observed gravity values.
 DK0134
 DK0134;                    North         East    Units  Estimated Accuracy
 DK0134;SPC MS W     -   490,860.      714,330.      MT  (+/- 180 meters Scaled)
 DK0134
 DK0134                          SUPERSEDED SURVEY CONTROL
 DK0134
 DK0134  NGVD 29 (??/??/??)   44.244  (m)          145.16   (f) ADJUSTED    2 0
 DK0134
 DK0134.Superseded values are not recommended for survey control.
 DK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0134.See file dsdata.txt to determine how the superseded data were derived.
 DK0134
 DK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT608576(NAD 83)
 DK0134_MARKER: DB = BENCH MARK DISK
 DK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0134_STAMPING: J 45 1935
 DK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0134+STABILITY: SURFACE MOTION
 DK0134
 DK0134  HISTORY     - Date     Condition        Report By
 DK0134  HISTORY     - 1935     MONUMENTED       CGS
 DK0134  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DK0134  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK0134
 DK0134                          STATION DESCRIPTION
 DK0134
 DK0134'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0134'10.1 MI SW FROM CHARLESTON.
 DK0134'THE MARK IS LOCATED 10.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL
 DK0134'RAILROAD FROM THE STATION AT CHARLESTON, TALLAHATCHIE COUNTY, 45 FEET
 DK0134'SOUTHEAST OF MILEPOST 16, 57 FEET WEST OF THE CENTER LINE OF THE
 DK0134'PHILIPP ROAD, AND 27 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 DK0134'STANDARD DISK, STAMPED J 45 1935 AND SET IN THE TOP OF A CONCRETE
 DK0134'POST.  NOTE-- THE RAILROAD TRACK MENTIONED IN THE PREVIOUS DESCRIPTION
 DK0134'NO LONGER EXISTS.
 DK0134
 DK0134                          STATION RECOVERY (1978)
 DK0134
 DK0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DK0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0593 ***********************************************************************
 EH0593  DESIGNATION -  J 46
 EH0593  PID         -  EH0593
 EH0593  STATE/COUNTY-  MS/BOLIVAR
 EH0593  USGS QUAD   -  DUNCAN (1967)
 EH0593
 EH0593                         *CURRENT SURVEY CONTROL
 EH0593  ___________________________________________________________________
 EH0593* NAD 83(1986)-  34 02 55.     (N)    090 44 34.     (W)     SCALED    
 EH0593* NAVD 88     -        47.908  (meters)     157.18   (feet)  ADJUSTED  
 EH0593  ___________________________________________________________________
 EH0593  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EH0593  DYNAMIC HT  -          47.861 (meters)     157.02  (feet)  COMP
 EH0593  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EH0593
 EH0593  VERT ORDER  -  SECOND    CLASS 0
 EH0593
 EH0593.The horizontal coordinates were scaled from a topographic map and have
 EH0593.an estimated accuracy of +/- 6 seconds.
 EH0593
 EH0593.The orthometric height was determined by differential leveling
 EH0593.and adjusted in June 1991.
 EH0593
 EH0593.The geoid height was determined by GEOID03.
 EH0593
 EH0593.The dynamic height is computed by dividing the NAVD 88
 EH0593.geopotential number by the normal gravity value computed on the
 EH0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0593.degrees latitude (g = 980.6199 gals.).
 EH0593
 EH0593.The modeled gravity was interpolated from observed gravity values.
 EH0593
 EH0593;                    North         East    Units  Estimated Accuracy
 EH0593;SPC MS W     -   504,420.      662,200.      MT  (+/- 180 meters Scaled)
 EH0593
 EH0593                          SUPERSEDED SURVEY CONTROL
 EH0593
 EH0593  NGVD 29 (??/??/??)   47.986  (m)          157.43   (f) ADJUSTED    2 0
 EH0593
 EH0593.Superseded values are not recommended for survey control.
 EH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0593.See file dsdata.txt to determine how the superseded data were derived.
 EH0593
 EH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT083698(NAD 83)
 EH0593_MARKER: DB = BENCH MARK DISK
 EH0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0593_STAMPING: J 46 1935
 EH0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0593+STABILITY: SURFACE MOTION
 EH0593
 EH0593  HISTORY     - Date     Condition        Report By
 EH0593  HISTORY     - 1935     MONUMENTED       CGS
 EH0593  HISTORY     - 1972     GOOD             MSHD
 EH0593  HISTORY     - 1976     GOOD             NGS
 EH0593  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH0593
 EH0593                          STATION DESCRIPTION
 EH0593
 EH0593'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 EH0593'0.3 MI N FROM DUNCAN.
 EH0593'THE MARK IS LOCATED 0.35 MILES NORTHEAST OF DUNCAN ON THE SOUTHEAST
 EH0593'ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK IN THE SOUTHWEST 1/4 OF
 EH0593'SECTION 6, T 25N, R 5W.  IT IS 33.5 FEET SOUTHEAST OF THE SOUTHEAST
 EH0593'RAIL, 41 FEET NORTHWEST OF THE CENTER OF A GRAVELED STREET, 5.5 FEET
 EH0593'WEST OF THE CENTER OF A TRACK ROAD, 60 FEET SOUTHEAST AND ACROSS THE
 EH0593'TRACK FROM TELEPHONE POLE NO. 3899, 59 FEET SOUTH OF ANOTHER TELEPHONE
 EH0593'POLE, 64 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES,
 EH0593'45 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF A FRAME
 EH0593'HOUSE, 14 FEET SOUTHEAST OF A ROW OF POLES SET IN THE TOP OF A 10
 EH0593'INCH CONCRETE CYLINER ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND
 EH0593'IS FLUSH WITH THE GROUND.  TO REACH FROM THE JUNCTION OF STATE
 EH0593'HIGHWAY 444 AND U.S. HIGHWAY 61 AT THE EAST EDGE OF DUNCAN GO WEST
 EH0593'ON STATE HIGHWAY 444 FOR 0.35 MILES TO A CROSS STREET ON THE EAST
 EH0593'SIDE OF THE RAILROAD TRACK.  TURN RIGHT AND GO NORTH ON A BLACK TOP
 EH0593'STREET FOR 0.35 MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING
 EH0593'THE END OF THE STREET.
 EH0593'NOTE - THE DISK WAS FOUND TO BE BADLY SCARED MAKING THE STAMING HARD
 EH0593'TO READ AND WAS RESTAMPED AT THIS DATE.
 EH0593
 EH0593                          STATION RECOVERY (1976)
 EH0593
 EH0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EH0593'RECOVERED IN GOOD CONDITION.
 EH0593
 EH0593                          STATION RECOVERY (2003)
 EH0593
 EH0593'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0422 ***********************************************************************
 DK0422  DESIGNATION -  J 47
 DK0422  PID         -  DK0422
 DK0422  STATE/COUNTY-  MS/WASHINGTON
 DK0422  USGS QUAD   -  HOLLY RIDGE (1967)
 DK0422
 DK0422                         *CURRENT SURVEY CONTROL
 DK0422  ___________________________________________________________________
 DK0422* NAD 83(1986)-  33 27 49.     (N)    090 51 02.     (W)     SCALED    
 DK0422* NAVD 88     -        36.185  (meters)     118.72   (feet)  ADJUSTED  
 DK0422  ___________________________________________________________________
 DK0422  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DK0422  DYNAMIC HT  -          36.147 (meters)     118.59  (feet)  COMP
 DK0422  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DK0422
 DK0422  VERT ORDER  -  FIRST     CLASS II
 DK0422
 DK0422.The horizontal coordinates were scaled from a topographic map and have
 DK0422.an estimated accuracy of +/- 6 seconds.
 DK0422
 DK0422.The orthometric height was determined by differential leveling
 DK0422.and adjusted in June 1991.
 DK0422
 DK0422.The geoid height was determined by GEOID03.
 DK0422
 DK0422.The dynamic height is computed by dividing the NAVD 88
 DK0422.geopotential number by the normal gravity value computed on the
 DK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0422.degrees latitude (g = 980.6199 gals.).
 DK0422
 DK0422.The modeled gravity was interpolated from observed gravity values.
 DK0422
 DK0422;                    North         East    Units  Estimated Accuracy
 DK0422;SPC MS W     -   439,580.      651,920.      MT  (+/- 180 meters Scaled)
 DK0422
 DK0422                          SUPERSEDED SURVEY CONTROL
 DK0422
 DK0422  NGVD 29 (??/??/??)   36.252  (m)          118.94   (f) ADJUSTED    1 2
 DK0422
 DK0422.Superseded values are not recommended for survey control.
 DK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0422.See file dsdata.txt to determine how the superseded data were derived.
 DK0422
 DK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT997047(NAD 83)
 DK0422_MARKER: DB = BENCH MARK DISK
 DK0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0422_STAMPING: J 47 1935
 DK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0422+STABILITY: SURFACE MOTION
 DK0422
 DK0422  HISTORY     - Date     Condition        Report By
 DK0422  HISTORY     - 1935     MONUMENTED       CGS
 DK0422  HISTORY     - 1975     POOR             MSHD
 DK0422
 DK0422                          STATION DESCRIPTION
 DK0422
 DK0422'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 DK0422'5.15 MI NE FROM LELAND.
 DK0422'THE MARK IS LOCATED 5.15 MILES NORTHEAST OF LELAND IN THE NORTHEAST
 DK0422'ANGLE OF THE CROSSING OF A PRIVATE ROAD WITH THE I.C.R.R. TRACK, 3.1
 DK0422'MILES NORTHEAST OF ELIZABETH IN THE SOUTHEAST 1/4 OF SECTION 30, T
 DK0422'19N, R 6W.  IT IS 63 FEET EAST-SOUTHEAST OF THE EAST RAIL, 30 FEET
 DK0422'NORTH OF THE CENTER OF A PRIVATE ROAD, 85 FEET NORTHEAST OF THE CENTER
 DK0422'OF THE CROSSING, 54.5 FEET NORTH-NORTHEAST OF A 20 INCH PECAN, 108
 DK0422'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 1 FOOT WEST OF A
 DK0422'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 9
 DK0422'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 6 INCHES.  TO REACH
 DK0422'FROM THE U.S. POST OFFICE IN LELAND GO NORTHEAST ON BROAD STREET (OLD
 DK0422'HIGHWAY 61) FOR 5.15 MILES TO A PRIVATE SIDE ROAD LEFT.  TURN LEFT AND
 DK0422'GO NORTHWEST ON THE PRIVATE ROAD FOR ABOUT 100 YARDS TO THE CROSSING
 DK0422'OF THE I.C.R.R. TRACK AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0348 ***********************************************************************
 DK0348  DESIGNATION -  J 48 RESET 1964
 DK0348  PID         -  DK0348
 DK0348  STATE/COUNTY-  MS/SUNFLOWER
 DK0348  USGS QUAD   -  MOORHEAD (1965)
 DK0348
 DK0348                         *CURRENT SURVEY CONTROL
 DK0348  ___________________________________________________________________
 DK0348* NAD 83(1986)-  33 28 49.     (N)    090 30 55.     (W)     SCALED    
 DK0348* NAVD 88     -        34.86   (+/-2cm)     114.4    (feet)  VERTCON   
 DK0348  ___________________________________________________________________
 DK0348  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DK0348  VERT ORDER  -  THIRD (See Below)
 DK0348
 DK0348.The horizontal coordinates were scaled from a topographic map and have
 DK0348.an estimated accuracy of +/- 6 seconds.
 DK0348
 DK0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0348.The vertical order pertains to the NGVD 29 superseded value.
 DK0348
 DK0348.The geoid height was determined by GEOID03.
 DK0348
 DK0348;                    North         East    Units  Estimated Accuracy
 DK0348;SPC MS W     -   441,320.      683,090.      MT  (+/- 180 meters Scaled)
 DK0348
 DK0348                          SUPERSEDED SURVEY CONTROL
 DK0348
 DK0348  NGVD 29 (??/??/??)   34.94   (m)          114.6    (f) RESET       3  
 DK0348
 DK0348.Superseded values are not recommended for survey control.
 DK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0348.See file dsdata.txt to determine how the superseded data were derived.
 DK0348
 DK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT308072(NAD 83)
 DK0348_MARKER: DB = BENCH MARK DISK
 DK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DK0348_STAMPING: J 48 RESET 1964
 DK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0348+STABILITY: SURFACE MOTION
 DK0348
 DK0348  HISTORY     - Date     Condition        Report By
 DK0348  HISTORY     - 1964     MONUMENTED       CGS
 DK0348  HISTORY     - 1965     POOR             USGS
 DK0348
 DK0348                          STATION DESCRIPTION
 DK0348
 DK0348'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DK0348'2.2 MI NW FROM MOORHEAD.
 DK0348'USC AND GS BM J48 1935 RESET 1964.  MOORHEAD, 2.2 MI NW. OF ALONG
 DK0348'STATE HWY. 3.  NEAR CENTER OF SEC. 28, T 19 N., R. 3 W.  77 FT. W. OF
 DK0348'CENTERLINE OF HWY.  34 FT. E. OF CENTERLINE OF YAZOO VALLEY RAILROAD.
 DK0348'49 FT. E. OF MILEPOST 131.  IN THE TOP OF A CONC. POST.  A STANDARD
 DK0348'U.S.C. AND G.S DISK STAMPED J 48 1935 RESET 1964.  NOTE-- POST IS IN A
 DK0348'SLIGHTLY LEANING POSITION.  ALL MEASURMENTS INDICATE THAT IT HAS BEEN
 DK0348'MOVED SINCE 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0076 ***********************************************************************
 CP0076  DESIGNATION -  J 49
 CP0076  PID         -  CP0076
 CP0076  STATE/COUNTY-  MS/YAZOO
 CP0076  USGS QUAD   -  CARTER (1988)
 CP0076
 CP0076                         *CURRENT SURVEY CONTROL
 CP0076  ___________________________________________________________________
 CP0076* NAD 83(1986)-  32 54 07.     (N)    090 23 40.     (W)     SCALED    
 CP0076* NAVD 88     -        32.654  (meters)     107.13   (feet)  ADJUSTED  
 CP0076  ___________________________________________________________________
 CP0076  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0076  DYNAMIC HT  -          32.618 (meters)     107.01  (feet)  COMP
 CP0076  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 CP0076
 CP0076  VERT ORDER  -  SECOND    CLASS 0
 CP0076
 CP0076.The horizontal coordinates were scaled from a topographic map and have
 CP0076.an estimated accuracy of +/- 6 seconds.
 CP0076
 CP0076.The orthometric height was determined by differential leveling
 CP0076.and adjusted in June 1991.
 CP0076
 CP0076.The geoid height was determined by GEOID03.
 CP0076
 CP0076.The dynamic height is computed by dividing the NAVD 88
 CP0076.geopotential number by the normal gravity value computed on the
 CP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0076.degrees latitude (g = 980.6199 gals.).
 CP0076
 CP0076.The modeled gravity was interpolated from observed gravity values.
 CP0076
 CP0076;                    North         East    Units  Estimated Accuracy
 CP0076;SPC MS W     -   377,170.      694,280.      MT  (+/- 180 meters Scaled)
 CP0076
 CP0076                          SUPERSEDED SURVEY CONTROL
 CP0076
 CP0076  NGVD 29 (??/??/92)   32.743  (m)          107.42   (f) ADJ UNCH    2 0
 CP0076
 CP0076.Superseded values are not recommended for survey control.
 CP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0076.See file dsdata.txt to determine how the superseded data were derived.
 CP0076
 CP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS437434(NAD 83)
 CP0076_MARKER: DB = BENCH MARK DISK
 CP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0076_STAMPING: J 49 1935
 CP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0076+STABILITY: SURFACE MOTION
 CP0076
 CP0076  HISTORY     - Date     Condition        Report By
 CP0076  HISTORY     - 1935     MONUMENTED       CGS
 CP0076  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0076
 CP0076                          STATION DESCRIPTION
 CP0076
 CP0076'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0076'1.2 MI NW FROM YAZOO CITY.
 CP0076'LOCATED 1.2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 CP0076'YAZOO JUNCTION, YAZOO COUNTY, 542 FEET SOUTH OF THE CENTERLINE OF A
 CP0076'CROSSROAD, 360 FEET SOUTH OF THE SOUTH END OF BRIDGE 178.1, AND 30
 CP0076'FEET WEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0510 ***********************************************************************
 CP0510  DESIGNATION -  J 5
 CP0510  PID         -  CP0510
 CP0510  STATE/COUNTY-  MS/RANKIN
 CP0510  USGS QUAD   -  JACKSON (1998)
 CP0510
 CP0510                         *CURRENT SURVEY CONTROL
 CP0510  ___________________________________________________________________
 CP0510* NAD 83(1986)-  32 16 46.     (N)    090 09 59.     (W)     SCALED    
 CP0510* NAVD 88     -        83.296  (meters)     273.28   (feet)  ADJUSTED  
 CP0510  ___________________________________________________________________
 CP0510  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0510  DYNAMIC HT  -          83.203 (meters)     272.98  (feet)  COMP
 CP0510  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CP0510
 CP0510  VERT ORDER  -  SECOND    CLASS 0
 CP0510
 CP0510.The horizontal coordinates were scaled from a topographic map and have
 CP0510.an estimated accuracy of +/- 6 seconds.
 CP0510
 CP0510.The orthometric height was determined by differential leveling
 CP0510.and adjusted in June 1991.
 CP0510
 CP0510.The geoid height was determined by GEOID03.
 CP0510
 CP0510.The dynamic height is computed by dividing the NAVD 88
 CP0510.geopotential number by the normal gravity value computed on the
 CP0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0510.degrees latitude (g = 980.6199 gals.).
 CP0510
 CP0510.The modeled gravity was interpolated from observed gravity values.
 CP0510
 CP0510;                    North         East    Units  Estimated Accuracy
 CP0510;SPC MS W     -   308,150.      715,730.      MT  (+/- 180 meters Scaled)
 CP0510
 CP0510                          SUPERSEDED SURVEY CONTROL
 CP0510
 CP0510  NGVD 29 (??/??/92)   83.392  (m)          273.60   (f) ADJ UNCH    2 0
 CP0510
 CP0510.Superseded values are not recommended for survey control.
 CP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0510.See file dsdata.txt to determine how the superseded data were derived.
 CP0510
 CP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR668749(NAD 83)
 CP0510_MARKER: DD = SURVEY DISK
 CP0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CP0510_SP_SET: BRIDGE
 CP0510_STAMPING: 5 J J 5
 CP0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CP0510
 CP0510  HISTORY     - Date     Condition        Report By
 CP0510  HISTORY     - UNK      MONUMENTED       BPR
 CP0510  HISTORY     - 1977     GOOD             MSHD
 CP0510  HISTORY     - 19961114 GOOD             USPSQD
 CP0510
 CP0510                          STATION DESCRIPTION
 CP0510
 CP0510'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0510'1.8 MI SE FROM JACKSON.
 CP0510'THE MARK IS LOCATED 1.8 MILES SOUTHEAST OF THE CENTER OF DOWNTOWN
 CP0510'JACKSON IN THE SOUTH SIDE OF THE WEST RETAINING WALL FOR THE I.C.G.
 CP0510'RAILROAD TRACK BRIDGE OVER OLD U.S. HIGHWAY 49 AND UNDER THE U.S.
 CP0510'HIGHWAY 80 OVERPASS ABOUT 1.1 MILES EAST OF THE U.S. HIGHWAY 80 BRIDGE
 CP0510'OVER STATE STREET (U.S. HIGHWAY 51) IN THE NORTHEAST 1/4 OF SECTION
 CP0510'14, T 5N, R 1E.  IT IS 11.5 FEET WEST OF THE CENTER OF THE OLD
 CP0510'HIGHWAY, 16 FEET NORTH OF THE SOUTH END OF THE RETAINING WALL, 9 FEET
 CP0510'SOUTHWEST OF THE SOUTHWEST RAIL SET IN A DRILL HOLE IN THE TOP CENTER
 CP0510'OF THE WEST CONCRETE RETAINING WALL ABOUT 13.5 FEET ABOVE THE OLD
 CP0510'HIGHWAY AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- TO
 CP0510'REACH FROM THE OLD CAPITOL BUILDING AT THE EAST END OF CAPITOL STREET
 CP0510'IN JACKSON GO SOUTH ON STATE STREET FOR 0.6 MILE TO THE INTERSECTION
 CP0510'OF SILAS BROWN.  TURN LEFT AND GO EAST ON SILAS BROWN STREET FOR 0.15
 CP0510'MILE TO THE WEST END OF THE OLD BRIDGE OVER PEARL RIVER.  CONTINUE
 CP0510'SOUTHEAST ON OLD BRANDON ROAD FOR 0.95 MILE TO A FORK.  TAKE THE RIGHT
 CP0510'FORK AND GO SOUTH ON OLD U.S. HIGHWAY 49 FOR 0.3 MILE TO THE OVERPASS
 CP0510'AND THE MARK ON THE RIGHT.
 CP0510
 CP0510                          STATION RECOVERY (1996)
 CP0510
 CP0510'RECOVERY NOTE BY US POWER SQUADRON 1996
 CP0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0011 ***********************************************************************
 DK0011  DESIGNATION -  J 5
 DK0011  PID         -  DK0011
 DK0011  STATE/COUNTY-  MS/TALLAHATCHIE
 DK0011  USGS QUAD   -  PHILIPP (1981)
 DK0011
 DK0011                         *CURRENT SURVEY CONTROL
 DK0011  ___________________________________________________________________
 DK0011* NAD 83(2007)-  33 45 32.08017(N)    090 12 22.23516(W)     ADJUSTED  
 DK0011* NAVD 88     -        44.776  (meters)     146.90   (feet)  ADJUSTED  
 DK0011  ___________________________________________________________________
 DK0011  EPOCH DATE  -        2002.00
 DK0011  X           -     -19,101.223 (meters)                     COMP
 DK0011  Y           -  -5,308,146.507 (meters)                     COMP
 DK0011  Z           -   3,524,255.716 (meters)                     COMP
 DK0011  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DK0011  ELLIP HEIGHT-          18.643 (meters)          (02/15/08) ADJUSTED
 DK0011  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DK0011  DYNAMIC HT  -          44.732 (meters)     146.76  (feet)  COMP
 DK0011  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 DK0011
 DK0011  HORZ ORDER  -  FIRST
 DK0011  VERT ORDER  -  FIRST     CLASS II
 DK0011  ELLP ORDER  -  FOURTH    CLASS II
 DK0011
 DK0011.The horizontal coordinates were established by GPS observations
 DK0011.and adjusted by the EMC INCORPORATED in February 2008.
 DK0011
 DK0011.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK0011.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK0011.The horizontal coordinates are valid at the epoch date displayed above.
 DK0011.The epoch date for horizontal control is a decimal equivalence
 DK0011.of Year/Month/Day.
 DK0011
 DK0011.The orthometric height was determined by differential leveling
 DK0011.and adjusted in June 1991.
 DK0011
 DK0011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0011
 DK0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK0011
 DK0011.The ellipsoidal height was determined by GPS observations
 DK0011.and is referenced to NAD 83.
 DK0011
 DK0011.The geoid height was determined by GEOID03.
 DK0011
 DK0011.The dynamic height is computed by dividing the NAVD 88
 DK0011.geopotential number by the normal gravity value computed on the
 DK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK0011.degrees latitude (g = 980.6199 gals.).
 DK0011
 DK0011.The modeled gravity was interpolated from observed gravity values.
 DK0011
 DK0011;                    North         East     Units Scale Factor Converg.
 DK0011;SPC MS W     -   472,214.193   711,779.861   MT  0.99995171   +0 04 14.4
 DK0011;SPC MS W     - 1,549,256.06  2,335,231.09   sFT  0.99995171   +0 04 14.4
 DK0011;UTM  15      - 3,738,932.622   758,769.668   MT  1.00042558   +1 33 12.2
 DK0011
 DK0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK0011!SPC MS W     -   0.99999707  x   0.99995171  =   0.99994878
 DK0011!UTM  15      -   0.99999707  x   1.00042558  =   1.00042265
 DK0011
 DK0011                          SUPERSEDED SURVEY CONTROL
 DK0011
 DK0011  NAVD 88 (02/15/08)   44.78   (m)          146.9    (f) LEVELING    3  
 DK0011  NGVD 29 (??/??/??)   44.862  (m)          147.18   (f) ADJUSTED    1 2
 DK0011
 DK0011.Superseded values are not recommended for survey control.
 DK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0011.See file dsdata.txt to determine how the superseded data were derived.
 DK0011
 DK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT5877038933(NAD 83)
 DK0011_MARKER: DB = BENCH MARK DISK
 DK0011_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK0011_SP_SET: ABUTMENT
 DK0011_STAMPING: J 5 1933
 DK0011_MARK LOGO: CGS   
 DK0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0011+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 DK0011
 DK0011  HISTORY     - Date     Condition        Report By
 DK0011  HISTORY     - 1933     MONUMENTED       CGS
 DK0011  HISTORY     - 1968     GOOD             MSHD
 DK0011  HISTORY     - 20000301 GOOD             NGS
 DK0011  HISTORY     - 20070117 GOOD             EMCINC
 DK0011
 DK0011                          STATION DESCRIPTION
 DK0011
 DK0011'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DK0011'IN PHILIPP.
 DK0011'THE MARK IS LOCATED IN THE WEST WING OF THE SOUTH CONCRETE ABUTMENT OF
 DK0011'THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER THE TALLAHATCHIE RIVER AT
 DK0011'THE NORTHWEST EDGE OF PHILIPP AND IS IN THE NORTHEAST 1/4 OF SECTION
 DK0011'20, T 22N, R 1E.  IT IS 4.5 FEET WEST OF THE WEST RAIL, 2.5 FEET NORTH
 DK0011'OF THE SOUTH END OF THE WING, 1 FOOT WEST OF THE EAST EDGE OF THE WING
 DK0011'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  TO REACH FROM THE
 DK0011'T.Y. FLEMING SCHOOL AT THE NORTHWEST EDGE OF MINTER CITY GO SOUTHWEST
 DK0011'ON U.S. HIGHWAY 49E FOR 0.7 MILE TO THE INTERSECTION OF MISSISSIPPI
 DK0011'HIGHWAY 8.  TURN LEFT (SOUTHEAST) AND CONTINUE ON MISSISSIPPI HIGHWAY
 DK0011'8 FOR 6.6 MILES TO A CONCRETE BRIDGE OVER THE ILLINOIS CENTRAL
 DK0011'RAILROAD TRACK.  THE MARK IS LOCATED APPROXIMATELY 300 FEET NORTH
 DK0011'ALONG THE ILLINOIS CENTRAL RAILROAD TRACK IN THE WEST WING OF THE
 DK0011'SOUTH ABUTMENT OF THE RAILROAD BRIDGE AS DESCRIBED.
 DK0011
 DK0011                          STATION RECOVERY (2000)
 DK0011
 DK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DK0011'RECOVERED AS DESCRIBED.
 DK0011
 DK0011                          STATION RECOVERY (2007)
 DK0011
 DK0011'RECOVERY NOTE BY EMC INCORPORATED 2007 (MDG)
 DK0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0882 ***********************************************************************
 CP0882  DESIGNATION -  J 50
 CP0882  PID         -  CP0882
 CP0882  STATE/COUNTY-  MS/HUMPHREYS
 CP0882  USGS QUAD   -  LOUISE (1988)
 CP0882
 CP0882                         *CURRENT SURVEY CONTROL
 CP0882  ___________________________________________________________________
 CP0882* NAD 83(1986)-  32 57 52.     (N)    090 35 48.     (W)     SCALED    
 CP0882* NAVD 88     -        32.395  (meters)     106.28   (feet)  ADJUSTED  
 CP0882  ___________________________________________________________________
 CP0882  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CP0882  DYNAMIC HT  -          32.360 (meters)     106.17  (feet)  COMP
 CP0882  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 CP0882
 CP0882  VERT ORDER  -  SECOND    CLASS 0
 CP0882
 CP0882.The horizontal coordinates were scaled from a topographic map and have
 CP0882.an estimated accuracy of +/- 6 seconds.
 CP0882
 CP0882.The orthometric height was determined by differential leveling
 CP0882.and adjusted in June 1991.
 CP0882
 CP0882.The geoid height was determined by GEOID03.
 CP0882
 CP0882.The dynamic height is computed by dividing the NAVD 88
 CP0882.geopotential number by the normal gravity value computed on the
 CP0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0882.degrees latitude (g = 980.6199 gals.).
 CP0882
 CP0882.The modeled gravity was interpolated from observed gravity values.
 CP0882
 CP0882;                    North         East    Units  Estimated Accuracy
 CP0882;SPC MS W     -   384,130.      675,380.      MT  (+/- 180 meters Scaled)
 CP0882
 CP0882                          SUPERSEDED SURVEY CONTROL
 CP0882
 CP0882  NGVD 29 (??/??/92)   32.485  (m)          106.58   (f) ADJ UNCH    2 2
 CP0882
 CP0882.Superseded values are not recommended for survey control.
 CP0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0882.See file dsdata.txt to determine how the superseded data were derived.
 CP0882
 CP0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS246499(NAD 83)
 CP0882_MARKER: DB = BENCH MARK DISK
 CP0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0882_STAMPING: J-50 1935
 CP0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0882+STABILITY: SURFACE MOTION
 CP0882
 CP0882  HISTORY     - Date     Condition        Report By
 CP0882  HISTORY     - 1935     MONUMENTED       CGS
 CP0882  HISTORY     - 1972     GOOD             MSHD
 CP0882
 CP0882                          STATION DESCRIPTION
 CP0882
 CP0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP0882'11.8 MI SW FROM SILVER CITY.
 CP0882'11.8 MILES SOUTHWEST OF Y AND M V RR DEPOT AT SILVER CITY.  292 FEET
 CP0882'NORTH OF MILE POST M175.  87 FEET EAST OF CENTERLINE OF YAZOO AND
 CP0882'MISSISSIPPI VALLEY RAILROAD.  2 FEET NORTHEAST OF FENCE CORNER.  2
 CP0882'FEET BELOW LEVEL OF RAILS.
 CP0882
 CP0882                          STATION RECOVERY (1972)
 CP0882
 CP0882'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 CP0882'THE MARK IS LOCATED 1.4 MILES SSW OF LOUISE NEAR THE CROSSING OF A
 CP0882'DRIVEWAY LEADING SE TO A FARM HOUSE WITH THE ILLINOIS CENTRAL
 CP0882'RAILROAD TRACK, 2.4 MILES NORTH OF THE COMMUNITY OF CRAIG IN THE NE
 CP0882'1/4 OF THE NW 1/4 OF SECTION 22, T 13N, R 4W. IT IS 123 FEET EAST OF
 CP0882'THE CENTER OF A GRAVELED ROAD, 11 FEET NE OF THE CENTER OF A
 CP0882'DRIVEWAY, 82 FEET SE OF THE CENTER OF THE CROSSING OF THE DRIVEWAY
 CP0882'WITH THE RAILROAD TRACK, 63 FEET EAST OF THE EAST RAIL, 29 FEET SSE
 CP0882'OF A POLE WITH AN UNDERGROUND CABLE LEADING TO IT, 1 FOOT EAST OF A
 CP0882'METAL WITNESS POST SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 CP0882'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 6 INCHES. TO
 CP0882'REACH FROM THE U.S. POST OFFICE OPPOSITE A GROUP OF GRAIN SILOS IN
 CP0882'LOUISE GO SOUTH ON OLD U.S. HIGHWAY 49W FOR 1 MILE TO A SIDE ROAD
 CP0882'RIGHT. TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.7 MILES TO THE
 CP0882'SIDE ROAD LEFT JUST BEYOND A RAILROAD CROSSING. TURN LEFT AND GO
 CP0882'SOUTH ON A GRAVELED ROAD ON THE WEST SIDE OF THE RAILROAD TRACK FOR
 CP0882'0.4 MILES TO A DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0179 ***********************************************************************
 CP0179  DESIGNATION -  J 51
 CP0179  PID         -  CP0179
 CP0179  STATE/COUNTY-  MS/YAZOO
 CP0179  USGS QUAD   -  LINWOOD (1964)
 CP0179
 CP0179                         *CURRENT SURVEY CONTROL
 CP0179  ___________________________________________________________________
 CP0179* NAD 83(1986)-  32 45 54.     (N)    090 10 06.     (W)     SCALED    
 CP0179* NAVD 88     -        68.252  (meters)     223.92   (feet)  ADJUSTED  
 CP0179  ___________________________________________________________________
 CP0179  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CP0179  DYNAMIC HT  -          68.175 (meters)     223.67  (feet)  COMP
 CP0179  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CP0179
 CP0179  VERT ORDER  -  SECOND    CLASS 0
 CP0179
 CP0179.The horizontal coordinates were scaled from a topographic map and have
 CP0179.an estimated accuracy of +/- 6 seconds.
 CP0179
 CP0179.The orthometric height was determined by differential leveling
 CP0179.and adjusted in June 1991.
 CP0179
 CP0179.The geoid height was determined by GEOID03.
 CP0179
 CP0179.The dynamic height is computed by dividing the NAVD 88
 CP0179.geopotential number by the normal gravity value computed on the
 CP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0179.degrees latitude (g = 980.6199 gals.).
 CP0179
 CP0179.The modeled gravity was interpolated from observed gravity values.
 CP0179
 CP0179;                    North         East    Units  Estimated Accuracy
 CP0179;SPC MS W     -   361,990.      715,460.      MT  (+/- 180 meters Scaled)
 CP0179
 CP0179                          SUPERSEDED SURVEY CONTROL
 CP0179
 CP0179  NGVD 29 (??/??/92)   68.327  (m)          224.17   (f) ADJ UNCH    2 0
 CP0179
 CP0179.Superseded values are not recommended for survey control.
 CP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0179.See file dsdata.txt to determine how the superseded data were derived.
 CP0179
 CP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS652287(NAD 83)
 CP0179_MARKER: DB = BENCH MARK DISK
 CP0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0179_STAMPING: J 51 1935
 CP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0179+STABILITY: SURFACE MOTION
 CP0179
 CP0179  HISTORY     - Date     Condition        Report By
 CP0179  HISTORY     - 1935     MONUMENTED       CGS
 CP0179  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0179
 CP0179                          STATION DESCRIPTION
 CP0179
 CP0179'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0179'14.6 MI NW FROM CANTON.
 CP0179'LOCATED ABOUT 14.6 MILES NORTHWEST ALONG THE YAZOO CITY ROAD FROM THE
 CP0179'ILLINOIS CENTRAL RAILROAD STATION AT CANTON, 6 FEET NORTHWEST OF A
 CP0179'PRIVATE ROAD, 41 FEET NORTHEAST OF THE CENTERLINE OF THE YAZOO CITY
 CP0179'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0067 ***********************************************************************
 CP0067  DESIGNATION -  J 52
 CP0067  PID         -  CP0067
 CP0067  STATE/COUNTY-  MS/YAZOO
 CP0067  USGS QUAD   -  CARTER (1988)
 CP0067
 CP0067                         *CURRENT SURVEY CONTROL
 CP0067  ___________________________________________________________________
 CP0067* NAD 83(1986)-  32 54 30.     (N)    090 23 01.     (W)     SCALED    
 CP0067* NAVD 88     -        33.604  (meters)     110.25   (feet)  ADJUSTED  
 CP0067  ___________________________________________________________________
 CP0067  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CP0067  DYNAMIC HT  -          33.567 (meters)     110.13  (feet)  COMP
 CP0067  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 CP0067
 CP0067  VERT ORDER  -  FIRST     CLASS II
 CP0067
 CP0067.The horizontal coordinates were scaled from a topographic map and have
 CP0067.an estimated accuracy of +/- 6 seconds.
 CP0067
 CP0067.The orthometric height was determined by differential leveling
 CP0067.and adjusted in June 1991.
 CP0067
 CP0067.The geoid height was determined by GEOID03.
 CP0067
 CP0067.The dynamic height is computed by dividing the NAVD 88
 CP0067.geopotential number by the normal gravity value computed on the
 CP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0067.degrees latitude (g = 980.6199 gals.).
 CP0067
 CP0067.The modeled gravity was interpolated from observed gravity values.
 CP0067
 CP0067;                    North         East    Units  Estimated Accuracy
 CP0067;SPC MS W     -   377,880.      695,300.      MT  (+/- 180 meters Scaled)
 CP0067
 CP0067                          SUPERSEDED SURVEY CONTROL
 CP0067
 CP0067  NGVD 29 (??/??/92)   33.695  (m)          110.55   (f) ADJ UNCH    1 2
 CP0067
 CP0067.Superseded values are not recommended for survey control.
 CP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0067.See file dsdata.txt to determine how the superseded data were derived.
 CP0067
 CP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS447441(NAD 83)
 CP0067_MARKER: DB = BENCH MARK DISK
 CP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0067_STAMPING: J 52 1935
 CP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0067+STABILITY: SURFACE MOTION
 CP0067
 CP0067  HISTORY     - Date     Condition        Report By
 CP0067  HISTORY     - 1935     MONUMENTED       CGS
 CP0067  HISTORY     - 1966     MARK NOT FOUND   MSHD
 CP0067
 CP0067                          STATION DESCRIPTION
 CP0067
 CP0067'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 CP0067'4.8 MI N FROM YAZOO CITY.
 CP0067'LOCATED 4.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0067'STATION AT YAZOO CITY, 150 FEET NORTH OF BRIDGE NO. M 49.8, 48 FEET
 CP0067'WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1364 ***********************************************************************
 DJ1364  DESIGNATION -  J 53
 DJ1364  PID         -  DJ1364
 DJ1364  STATE/COUNTY-  MS/CARROLL
 DJ1364  USGS QUAD   -  HESTERVILLE (1964)
 DJ1364
 DJ1364                         *CURRENT SURVEY CONTROL
 DJ1364  ___________________________________________________________________
 DJ1364* NAD 83(1986)-  33 14 59.     (N)    089 44 43.     (W)     SCALED    
 DJ1364* NAVD 88     -        86.581  (meters)     284.06   (feet)  ADJUSTED  
 DJ1364  ___________________________________________________________________
 DJ1364  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DJ1364  DYNAMIC HT  -          86.488 (meters)     283.75  (feet)  COMP
 DJ1364  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 DJ1364
 DJ1364  VERT ORDER  -  SECOND    CLASS 0
 DJ1364
 DJ1364.The horizontal coordinates were scaled from a topographic map and have
 DJ1364.an estimated accuracy of +/- 6 seconds.
 DJ1364
 DJ1364.The orthometric height was determined by differential leveling
 DJ1364.and adjusted in June 1991.
 DJ1364
 DJ1364.The geoid height was determined by GEOID03.
 DJ1364
 DJ1364.The dynamic height is computed by dividing the NAVD 88
 DJ1364.geopotential number by the normal gravity value computed on the
 DJ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1364.degrees latitude (g = 980.6199 gals.).
 DJ1364
 DJ1364.The modeled gravity was interpolated from observed gravity values.
 DJ1364
 DJ1364;                    North         East    Units  Estimated Accuracy
 DJ1364;SPC MS W     -   415,890.      754,800.      MT  (+/- 180 meters Scaled)
 DJ1364
 DJ1364                          SUPERSEDED SURVEY CONTROL
 DJ1364
 DJ1364  NGVD 29 (??/??/92)   86.601  (m)          284.12   (f) ADJ UNCH    2 0
 DJ1364
 DJ1364.Superseded values are not recommended for survey control.
 DJ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1364.See file dsdata.txt to determine how the superseded data were derived.
 DJ1364
 DJ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBB442823(NAD 83)
 DJ1364_MARKER: DB = BENCH MARK DISK
 DJ1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1364_STAMPING: J 53 1935
 DJ1364_MARK LOGO: CGS   
 DJ1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1364+STABILITY: SURFACE MOTION
 DJ1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1364+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 DJ1364
 DJ1364  HISTORY     - Date     Condition        Report By
 DJ1364  HISTORY     - 1935     MONUMENTED       CGS
 DJ1364  HISTORY     - 1968     MARK NOT FOUND   MSHD
 DJ1364  HISTORY     - 20000301 GOOD             NGS
 DJ1364  HISTORY     - 20000404 GOOD             NGS
 DJ1364
 DJ1364                          STATION DESCRIPTION
 DJ1364
 DJ1364'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 DJ1364'4.1 MI N FROM WEST.
 DJ1364'THE MARK IS LOCATED 4.1 MILES NORTH ALONG THE ILLINOIS CENTRAL
 DJ1364'RAILROAD FROM THE STATION AT WEST, HOLMES COUNTY, 35 FEET WEST OF
 DJ1364'MILEPOST C 657, 47 FEET WEST OF THE CENTERLINE OF THE TRACK, 43 FEET
 DJ1364'EAST OF THE CENTERLINE OF U.S. HIGHWAY 51, AND 3 FEET EAST OF THE
 DJ1364'FENCE.  A STANDARD DISK, STAMPED J 53 1935 AND SET IN THE TOP OF A
 DJ1364'CONCRETE POST.
 DJ1364
 DJ1364                          STATION RECOVERY (2000)
 DJ1364
 DJ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1364'RECOVERED AS DESCRIBED.  MARK IS NOW 36 FT (11.0 M) WEST OF RR MILE
 DJ1364'POST 657, 18.5 FT (5.6 M) EAST OF THE EAST EDGE OF PAVEMENT OF US 51
 DJ1364'(28 FT EAST OF THE CENTER OF HWY) , AND 0.9 FT (27.4 CM) WEST OF AN
 DJ1364'ORANGE WITNESS POST.  THE FENCE IS GONE.  THE MARK IS 0.33 FT (10.06
 DJ1364'CM) BELOW THE GROUND SURFACE.
 DJ1364
 DJ1364                          STATION RECOVERY (2000)
 DJ1364
 DJ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DJ1364'MARK IS NOW 18.5 FT EAST OF HWY EOP, 28 FT EAST OF CL OF US 51.  ALSO
 DJ1364'36 FT WEST OF RR MILEPOST 657.  BURIED 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0195 ***********************************************************************
 CP0195  DESIGNATION -  J 54
 CP0195  PID         -  CP0195
 CP0195  STATE/COUNTY-  MS/MADISON
 CP0195  USGS QUAD   -  WAY (1989)
 CP0195
 CP0195                         *CURRENT SURVEY CONTROL
 CP0195  ___________________________________________________________________
 CP0195* NAD 83(1986)-  32 39 54.     (N)    090 01 38.     (W)     SCALED    
 CP0195* NAVD 88     -        67.807  (meters)     222.46   (feet)  ADJUSTED  
 CP0195  ___________________________________________________________________
 CP0195  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CP0195  DYNAMIC HT  -          67.730 (meters)     222.21  (feet)  COMP
 CP0195  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 CP0195
 CP0195  VERT ORDER  -  SECOND    CLASS 0
 CP0195
 CP0195.The horizontal coordinates were scaled from a topographic map and have
 CP0195.an estimated accuracy of +/- 6 seconds.
 CP0195
 CP0195.The orthometric height was determined by differential leveling
 CP0195.and adjusted in June 1991.
 CP0195
 CP0195.The geoid height was determined by GEOID03.
 CP0195
 CP0195.The dynamic height is computed by dividing the NAVD 88
 CP0195.geopotential number by the normal gravity value computed on the
 CP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0195.degrees latitude (g = 980.6199 gals.).
 CP0195
 CP0195.The modeled gravity was interpolated from observed gravity values.
 CP0195
 CP0195;                    North         East    Units  Estimated Accuracy
 CP0195;SPC MS W     -   350,930.      728,710.      MT  (+/- 180 meters Scaled)
 CP0195
 CP0195                          SUPERSEDED SURVEY CONTROL
 CP0195
 CP0195  NGVD 29 (??/??/92)   67.868  (m)          222.66   (f) ADJ UNCH    2 0
 CP0195
 CP0195.Superseded values are not recommended for survey control.
 CP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0195.See file dsdata.txt to determine how the superseded data were derived.
 CP0195
 CP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS788180(NAD 83)
 CP0195_MARKER: DB = BENCH MARK DISK
 CP0195_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CP0195_STAMPING: J 54 1935
 CP0195_MARK LOGO: CGS   
 CP0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0195+STABILITY: SURFACE MOTION
 CP0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0195+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1989
 CP0195
 CP0195  HISTORY     - Date     Condition        Report By
 CP0195  HISTORY     - 1935     MONUMENTED       CGS
 CP0195  HISTORY     - 1973     GOOD             NGS
 CP0195  HISTORY     - 19890405 GOOD             MSHD
 CP0195
 CP0195                          STATION DESCRIPTION
 CP0195
 CP0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CP0195'3.7 MI NNE FROM CANTON.
 CP0195'TO REACH FROM THE INTERSECTION OF MISS. HWY 16W AND U.S. 51N
 CP0195'APPROXIMATELY 1.4 MILES NORTH OF CANTON, GO NORTHWEST ALONG MISS. 16W
 CP0195'FOR 0.8 MILE TO THE ICGRR XING, CONTINUE NORTH-NORTHWEST ALONG MISS.
 CP0195'16W 1.4 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEAST
 CP0195'ALONG THIS ROAD 0.5 MILE TO A GRAVEL CROSSROAD, TURN RIGHT AND GO EAST
 CP0195'0.7 MILE TO THE ICCRR XING.  WALK SOUTH ALONG THE TRACK FOR 824 YARDS
 CP0195'(THIS WILL BE OAST 2 SMALL CREEJ BRIDGES) TO THE MARK ON THE LEFT
 CP0195'(EAST) SIDE OF THE TRACK.  THE MARK IS SET IN THE TOP OF THE SOUTHEAST
 CP0195'CORNER OF THE CONCRETE IT IS 11.7 FEET EAST-SOUTHEAST OF AND 0.2 FEET
 CP0195'BELOW THE C/L OF THE TRACK, 1.1 FEET ABOVE GROUND SURFACE, 64.3 FEET
 CP0195'SOUTH-SOUTHEAST OF MP 702, 48.6 FEET EAST-SOUTHEAST OF A TELEPHONE
 CP0195'POLE, 39 FEET WEST-NORTHWEST OF A FENCE, 23.6 FEET SOUTHEAST OF A
 CP0195'CONCRETE MANHOLE, AND 18.2 FEET NORTH-NORTHEAST OF A WOODEN PLATFORM
 CP0195'OF EIGHT FOOT RAILROAD TIES.
 CP0195
 CP0195                          STATION RECOVERY (1989)
 CP0195
 CP0195'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989
 CP0195'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND U.S. 51 AT THE
 CP0195'NORTH EDGE OF CANTON, GO NORTH ON U.S. 51 FOR 5.31 KM (3.30 MI) TO A
 CP0195'CROSSROAD, TURN LEFT AND GO WEST ON PIGAH BOTTOM ROAD FOR 1.77 KM
 CP0195'(1.10 MI) TO A RAILROAD CROSSING, THENCE SOUTH ALONG THE RAILROAD
 CP0195'TRACK FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT, ABOUT 274.32 M
 CP0195'(900.0 FT) SOUTH OF A SMALL BRIDGE.
 CP0195'IT IS 20.27 M (66.5 FT) SOUTHEAST OF MILE POST 702, 7.32 M (24.0 FT)
 CP0195'EAST SOUTHEAST OF THE CENTER OF A MANHOLE, 2.74 M (9.0 FT) EAST OF THE
 CP0195'EAST RAIL, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF
 CP0195'THE CONCRETE BASE FOR AN ABANDONED CONCRETE BLOCK SIGNAL AND IS ABOUT
 CP0195'0.61 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0911 ***********************************************************************
 CP0911  DESIGNATION -  J 55
 CP0911  PID         -  CP0911
 CP0911  STATE/COUNTY-  MS/SHARKEY
 CP0911  USGS QUAD   -  ROLLING FORK WEST (1988)
 CP0911
 CP0911                         *CURRENT SURVEY CONTROL
 CP0911  ___________________________________________________________________
 CP0911* NAD 83(1986)-  32 56 51.     (N)    090 54 14.     (W)     SCALED    
 CP0911* NAVD 88     -        31.257  (meters)     102.55   (feet)  ADJUSTED  
 CP0911  ___________________________________________________________________
 CP0911  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0911  DYNAMIC HT  -          31.223 (meters)     102.44  (feet)  COMP
 CP0911  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 CP0911
 CP0911  VERT ORDER  -  SECOND    CLASS 0
 CP0911
 CP0911.The horizontal coordinates were scaled from a topographic map and have
 CP0911.an estimated accuracy of +/- 6 seconds.
 CP0911
 CP0911.The orthometric height was determined by differential leveling
 CP0911.and adjusted in June 1991.
 CP0911
 CP0911.The geoid height was determined by GEOID03.
 CP0911
 CP0911.The dynamic height is computed by dividing the NAVD 88
 CP0911.geopotential number by the normal gravity value computed on the
 CP0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0911.degrees latitude (g = 980.6199 gals.).
 CP0911
 CP0911.The modeled gravity was interpolated from observed gravity values.
 CP0911
 CP0911;                    North         East    Units  Estimated Accuracy
 CP0911;SPC MS W     -   382,360.      646,650.      MT  (+/- 180 meters Scaled)
 CP0911
 CP0911                          SUPERSEDED SURVEY CONTROL
 CP0911
 CP0911  NGVD 29 (??/??/92)   31.322  (m)          102.76   (f) ADJ UNCH    2 0
 CP0911
 CP0911.Superseded values are not recommended for survey control.
 CP0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0911.See file dsdata.txt to determine how the superseded data were derived.
 CP0911
 CP0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS959474(NAD 83)
 CP0911_MARKER: DB = BENCH MARK DISK
 CP0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0911_STAMPING: J-55 1935
 CP0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0911+STABILITY: SURFACE MOTION
 CP0911
 CP0911  HISTORY     - Date     Condition        Report By
 CP0911  HISTORY     - 1935     MONUMENTED       CGS
 CP0911  HISTORY     - 1966     MARK NOT FOUND   USGS
 CP0911  HISTORY     - 1970     MARK NOT FOUND   MSHD
 CP0911
 CP0911                          STATION DESCRIPTION
 CP0911
 CP0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CP0911'3.6 MI NW FROM ROLLING FORK.
 CP0911'3.6 MILES NORTHWEST OF COURTHOUSE AT ROLLING FORK.  60 FEET SOUTHEAST
 CP0911'OF MILE POST M187.  49 FEET SOUTH OF CENTERLINE OF YAZOO AND
 CP0911'MISSISSIPPI VALLEY RAILROAD.  42 FEET NORTH OF CENTERLINE OF ROLLING
 CP0911'FORK-GRACE ROAD.  2 FEET NORTH OF FENCE LINE.
 CP0911
 CP0911                          STATION RECOVERY (1966)
 CP0911
 CP0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CP0911'MARK NOT FOUND.
 CP0911
 CP0911                          STATION RECOVERY (1970)
 CP0911
 CP0911'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970
 CP0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0866 ***********************************************************************
 CP0866  DESIGNATION -  J 56
 CP0866  PID         -  CP0866
 CP0866  STATE/COUNTY-  MS/WARREN
 CP0866  USGS QUAD   -  FLOWEREE (1988)
 CP0866
 CP0866                         *CURRENT SURVEY CONTROL
 CP0866  ___________________________________________________________________
 CP0866* NAD 83(1986)-  32 31 57.     (N)    090 45 35.     (W)     SCALED    
 CP0866* NAVD 88     -        36.942  (meters)     121.20   (feet)  ADJUSTED  
 CP0866  ___________________________________________________________________
 CP0866  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CP0866  DYNAMIC HT  -          36.900 (meters)     121.06  (feet)  COMP
 CP0866  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CP0866
 CP0866  VERT ORDER  -  FIRST     CLASS II
 CP0866
 CP0866.The horizontal coordinates were scaled from a topographic map and have
 CP0866.an estimated accuracy of +/- 6 seconds.
 CP0866
 CP0866.The orthometric height was determined by differential leveling
 CP0866.and adjusted in June 1991.
 CP0866
 CP0866.The geoid height was determined by GEOID03.
 CP0866
 CP0866.The dynamic height is computed by dividing the NAVD 88
 CP0866.geopotential number by the normal gravity value computed on the
 CP0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0866.degrees latitude (g = 980.6199 gals.).
 CP0866
 CP0866.The modeled gravity was interpolated from observed gravity values.
 CP0866
 CP0866;                    North         East    Units  Estimated Accuracy
 CP0866;SPC MS W     -   336,280.      659,950.      MT  (+/- 180 meters Scaled)
 CP0866
 CP0866                          SUPERSEDED SURVEY CONTROL
 CP0866
 CP0866  NGVD 29 (??/??/92)   37.024  (m)          121.47   (f) ADJ UNCH    1 2
 CP0866
 CP0866.Superseded values are not recommended for survey control.
 CP0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0866.See file dsdata.txt to determine how the superseded data were derived.
 CP0866
 CP0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS103016(NAD 83)
 CP0866_MARKER: DB = BENCH MARK DISK
 CP0866_SETTING: 0 = UNSPECIFIED SETTING
 CP0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0866
 CP0866  HISTORY     - Date     Condition        Report By
 CP0866  HISTORY     - UNK      MONUMENTED       CGS
 CP0866  HISTORY     - 1967     MARK NOT FOUND   MSHD
 CP0866  HISTORY     - 1981     GOOD             LOCSUR
 CP0866
 CP0866                          STATION DESCRIPTION
 CP0866
 CP0866'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0866'5.0 MI NE FROM REDWOOD.
 CP0866'THE MARK IS LOCATED 5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 61 AND
 CP0866'STATE HIGHWAY 3 FROM THE ILLINOIS CENTRAL RAILROAD STATION AT REDWOOD,
 CP0866'126 FEET SOUTHWEST OF A CURVE, 45 FEET SOUTHEAST OF THE CENTERLINE OF
 CP0866'THE HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE.  NOTE-- THE HIGHWAY HAS
 CP0866'BEEN CHANGED AND WIDENED SO THE MARK MAY HAVE BEEN DESTROYED.
 CP0866
 CP0866                          STATION RECOVERY (1981)
 CP0866
 CP0866'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0735 ***********************************************************************
 CP0735  DESIGNATION -  J 57
 CP0735  PID         -  CP0735
 CP0735  STATE/COUNTY-  MS/HINDS
 CP0735  USGS QUAD   -  LEARNED (1982)
 CP0735
 CP0735                         *CURRENT SURVEY CONTROL
 CP0735  ___________________________________________________________________
 CP0735* NAD 83(1986)-  32 11 24.     (N)    090 33 10.     (W)     SCALED    
 CP0735* NAVD 88     -        62.73   (+/-2cm)     205.8    (feet)  VERTCON   
 CP0735  ___________________________________________________________________
 CP0735  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CP0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0735
 CP0735.The horizontal coordinates were scaled from a topographic map and have
 CP0735.an estimated accuracy of +/- 6 seconds.
 CP0735
 CP0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0735.The vertical order pertains to the NGVD 29 superseded value.
 CP0735
 CP0735.The geoid height was determined by GEOID03.
 CP0735
 CP0735;                    North         East    Units  Estimated Accuracy
 CP0735;SPC MS W     -   298,240.      679,310.      MT  (+/- 180 meters Scaled)
 CP0735
 CP0735                          SUPERSEDED SURVEY CONTROL
 CP0735
 CP0735  NGVD 29 (??/??/92)   62.752  (m)          205.88   (f) ADJ UNCH    2 0
 CP0735
 CP0735.Superseded values are not recommended for survey control.
 CP0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0735.See file dsdata.txt to determine how the superseded data were derived.
 CP0735
 CP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR307641(NAD 83)
 CP0735_MARKER: DB = BENCH MARK DISK
 CP0735_SETTING: 0 = UNSPECIFIED SETTING
 CP0735_STAMPING: J 57 1935
 CP0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0735
 CP0735  HISTORY     - Date     Condition        Report By
 CP0735  HISTORY     - 1935     MONUMENTED       CGS
 CP0735  HISTORY     - 1968     GOOD             MSHD
 CP0735  HISTORY     - 1977     MARK NOT FOUND   MSHD
 CP0735  HISTORY     - 1981     GOOD             LOCSUR
 CP0735
 CP0735                          STATION DESCRIPTION
 CP0735
 CP0735'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 CP0735'0.3 MI S FROM LEARNED.
 CP0735'IT IS 140 FEET NORTH OF RAILROAD BRIDGE NO. 21.1, 38 FEET WEST AT THE
 CP0735'WEST RAIL OF THE TRACK, 19 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 CP0735'2.0 FEET BELOW THE GROUND SURFACE AND 1 FOOT EAST OF A METAL WITNESS
 CP0735'POST.  TO REACH FROM THE RAILROAD CROSSING IN THE CENTER OF THE
 CP0735'VILLAGE OF LEARNED GO SOUTH ON A DIRT ROAD (PARALLELING THE RAILROAD
 CP0735'TRACK ALONG THE WEST SIDE) FOR 0.3 MILE TO WHERE THE ROAD TURNS WEST
 CP0735'AND THE MARK ON THE LEFT.
 CP0735
 CP0735                          STATION RECOVERY (1977)
 CP0735
 CP0735'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0735'MARK NOT FOUND.
 CP0735
 CP0735                          STATION RECOVERY (1981)
 CP0735
 CP0735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CP0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0746 ***********************************************************************
 CP0746  DESIGNATION -  J 58
 CP0746  PID         -  CP0746
 CP0746  STATE/COUNTY-  MS/WARREN
 CP0746  USGS QUAD   -  WILLOWS (1973)
 CP0746
 CP0746                         *CURRENT SURVEY CONTROL
 CP0746  ___________________________________________________________________
 CP0746* NAD 83(1993)-  32 06 29.92068(N)    090 57 28.16493(W)     ADJUSTED  
 CP0746* NAVD 88     -        33.48   (+/-2cm)     109.8    (feet)  VERTCON   
 CP0746  ___________________________________________________________________
 CP0746  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP0746  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CP0746  HORZ ORDER  -  SECOND
 CP0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0746
 CP0746.The horizontal coordinates were established by classical geodetic methods
 CP0746.and adjusted by the National Geodetic Survey in May 1994.
 CP0746
 CP0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0746.The vertical order pertains to the NGVD 29 superseded value.
 CP0746
 CP0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0746
 CP0746.The geoid height was determined by GEOID03.
 CP0746
 CP0746;                    North         East     Units Scale Factor Converg.
 CP0746;SPC MS W     -   289,329.823   641,061.863   MT  0.99999282   -0 19 55.0
 CP0746;SPC MS W     -   949,242.93  2,103,217.13   sFT  0.99999282   -0 19 55.0
 CP0746;SPC LA N     -   179,357.386 1,145,537.007   MT  0.99992025   +0 48 55.3
 CP0746;SPC LA N     -   588,441.69  3,758,316.00   sFT  0.99992025   +0 48 55.3
 CP0746;UTM  15      - 3,554,266.959   692,685.258   MT  1.00005789   +1 05 08.9
 CP0746
 CP0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0746!SPC MS W     -   0.99999888  x   0.99999282  =   0.99999170
 CP0746!SPC LA N     -   0.99999888  x   0.99992025  =   0.99991913
 CP0746!UTM  15      -   0.99999888  x   1.00005789  =   1.00005677
 CP0746
 CP0746                          SUPERSEDED SURVEY CONTROL
 CP0746
 CP0746  NAD 83(1986)-  32 06 29.93376(N)    090 57 28.16150(W) AD(       ) 2
 CP0746  NAD 27      -  32 06 29.38112(N)    090 57 27.77884(W) AD(       ) 2
 CP0746  NGVD 29 (??/??/92)   33.507  (m)          109.93   (f) ADJ UNCH    2 0
 CP0746
 CP0746.Superseded values are not recommended for survey control.
 CP0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0746.See file dsdata.txt to determine how the superseded data were derived.
 CP0746
 CP0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9268554267(NAD 83)
 CP0746_MARKER: DB = BENCH MARK DISK
 CP0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP0746_STAMPING: J 58 1935 109.931
 CP0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP0746
 CP0746  HISTORY     - Date     Condition        Report By
 CP0746  HISTORY     - 1935     MONUMENTED       CGS
 CP0746  HISTORY     - 1948     GOOD             CGS
 CP0746  HISTORY     - 1967     GOOD             MSHD
 CP0746  HISTORY     - 1967     GOOD             MSHD
 CP0746
 CP0746                          STATION DESCRIPTION
 CP0746
 CP0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 CP0746'THIS IS A COAST SURVEY BENCH MARK WHICH IS ALSO USED AS
 CP0746'A TRAVERSE STATION BY THE U.S. ENGINEER DEPARTMENT.  IT
 CP0746'IS LOCATED BESIDE THE Y. AND M.V. RAILROAD IN THE SMALL
 CP0746'SETTLEMENT OF ALLEN, 5.0 MILES SOUTH-SOUTHWEST OF YOKENA,
 CP0746'2.3 MILES WEST OF U.S. HIGHWAY 61, 77 FEET SOUTHEAST OF
 CP0746'THE ALLEN DEPOT, 42 FEET EAST OF THE RAILROAD TRACK, 3 FEET
 CP0746'WEST OF A POWER LINE POLE, AND 35.017 METERS (114.88 FEET)
 CP0746'WEST OF TRIANGULATION STATION ALLEN BY A TRAVERSE CONNECTION.
 CP0746'THE MARK IS 6 INCHES UNDERGROUND, AND THE DISK IS STAMPED
 CP0746'J58 1935.
 CP0746'
 CP0746'TO REACH FROM THE POST OFFICE IN YOKENA, GO SOUTH ON U.S.
 CP0746'HIGHWAY 61 FOR 5.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 CP0746'AND GO 2.3 MILES TO THE MARK ON RIGHT.
 CP0746
 CP0746                          STATION RECOVERY (1967)
 CP0746
 CP0746'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0746'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 CP0746'
 CP0746'THE STATION IS LOCATED NEAR THE OLD ABANDONED ALLEN CROSSING ON
 CP0746'LAND OWNED BY THE ANDERSON TULLEY CO. RANCH, APPROXIMATELY 5 MILES
 CP0746'(SOUTHWEST) OF YOKENA, 1.25 MILES NORTH OF THE BIG BLACK RIVER
 CP0746'RAILROAD BRIDGE, 16.7 MILES WEST OF VICKSBURG, IN THE NORTHWEST
 CP0746'1/4 OF SECTION 10, T 13N, R 3E, APPROXIMATELY 10.7 MILES NORTHEAST
 CP0746'OF PORT GIBSON.
 CP0746'
 CP0746'TO REACH FROM THE EAST ENTRANCE OF THE CLAIBORNE COUNTY COURTHOUSE,
 CP0746'GO EAST ON ORANGE STREET FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 CP0746'HIGHWAY 61.  TURN LEFT (NORTHEAST) ON U.S. HIGHWAY 61 FOR 3.9 MILES
 CP0746'TO THE CROSSING OF MISSISSIPPI HIGHWAY 462.  CONTINUE (NORTHEAST)
 CP0746'ON U.S. HIGHWAY 61 FOR 5.4 MILES TO THE BIG BLACK RIVER.
 CP0746'CONTINUE (NORTHEAST) ON U.S. HIGHWAY 61 FOR 1.45 MILES TO A
 CP0746'PRIVATE ROAD ON THE LEFT WITH A LOCKED GATE.  (THE KEY CAN BE
 CP0746'OBTAINED AT THE OFFICE ON THE ANDERSON TULLEY CO. RANCH LOCATED
 CP0746'0.85 MILES NORTHEAST ALONG HIGHWAY 61 FROM THE SIDE ROAD AND 0.2
 CP0746'MILE WEST OF HIGHWAY 61.) TURN LEFT (NORTHWEST) AND CONTINUE
 CP0746'ON THE PRIVATE ROAD FOR 2.3 MILES TO THE OLD ALLEN CROSSING AND THE
 CP0746'MARK ON THE RIGHT.
 CP0746'
 CP0746'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF A 12 INCH ROUND
 CP0746'CONCRETE POST.  THE STATION DISK IS STAMPED J 58 (1935) AND IS FLUSH
 CP0746'WITH THE GROUND SURFACE.
 CP0746'
 CP0746'IT IS 122 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 114.88
 CP0746'FEET WEST OF THE STATION 111 FEET NORTH NORTHWEST OF A POWER POLE,
 CP0746'102 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD 84.2 FEET NORTH
 CP0746'OF A RAILROAD STOP SIGN, 82 FEET EAST OF THE EAST RAIL OF THE MAIN
 CP0746'TRACK, 79 FEET NORTHWEST OF A FENCE CORNER, 18.5 FEET WEST OF A
 CP0746'FENCE, 3.2 FEET NORTH OF A TELEPHONE POLE AND 2 FEET EAST OF A
 CP0746'METAL WITNESS POST.
 CP0746
 CP0746                          STATION RECOVERY (1967)
 CP0746
 CP0746'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967
 CP0746'10.7 MI NE FROM PORT GIBSON.
 CP0746'THE MARK IS LOCATED NEAR THE OLD ABANDONED ALLEN CROSSING ON LAND
 CP0746'OWNED BY THE ANDERSON TULLEY CO. RANCH, APPROXIMATELY 5 MILES
 CP0746'SOUTHWEST OF YOKENA, 1.25 MILES NORTH OF THE BIG BLACK RIVER RAILROAD
 CP0746'BRIDGE, 16.7 MILES SOUTHWEST OF VICKSBURG IN THE NORTHWEST 1/4 OF
 CP0746'SECTION 10, T 13N, R 3E APPROXIMATELY 10.7 MILES (NORTHEAST) OF PORT
 CP0746'GIBSON.  TO REACH FROM THE EAST ENTRANCE TO THE CLAIBORNE COUNTY
 CP0746'COURTHOUSE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1 MILE TO
 CP0746'THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT (NORTHEAST) AND
 CP0746'CONTINUE ON U.S. HIGHWAY 61 FOR 3.9 MILES TO THE CROSSING OF
 CP0746'MISSISSIPPI HIGHWAY 462. CONTINUE (NORTHEAST) ON U.S. HIGHWAY 61 FOR
 CP0746'5.4 MILES TO THE BIG BLACK RIVER. CONTINUE (NORTHEAST) ON U.S. HIGHWAY
 CP0746'61 FOR 1.45 MILES TO A PRIVATE ROAD WITH A LOCKED GATE ACROSS IT ON
 CP0746'THE LEFT. (THE KEY CAN BE OBTAINED FROM THE OFFICE OF THE ANDERSON
 CP0746'TULLEY CO. RANCH LOCATED 0.85 MILES NOTHEAST ALONG HIGHWAY 61 FROM THE
 CP0746'PRIVATE ROAD AND 0.2 MILE WEST OF HIGHWAY 61).  TURN LEFT (NORTHWEST)
 CP0746'AND CONTINUE ON THE PRIVATE ROAD FOR 2.3 MILES TO THE OLD ALLEN
 CP0746'CROSSING AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0304 ***********************************************************************
 CP0304  DESIGNATION -  J 59
 CP0304  PID         -  CP0304
 CP0304  STATE/COUNTY-  MS/HINDS
 CP0304  USGS QUAD   -  RAYMOND (1980)
 CP0304
 CP0304                         *CURRENT SURVEY CONTROL
 CP0304  ___________________________________________________________________
 CP0304* NAD 83(1986)-  32 21 13.     (N)    090 25 10.     (W)     SCALED    
 CP0304* NAVD 88     -        75.600  (meters)     248.03   (feet)  ADJUSTED  
 CP0304  ___________________________________________________________________
 CP0304  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CP0304  DYNAMIC HT  -          75.513 (meters)     247.75  (feet)  COMP
 CP0304  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CP0304
 CP0304  VERT ORDER  -  FIRST     CLASS II
 CP0304
 CP0304.The horizontal coordinates were scaled from a topographic map and have
 CP0304.an estimated accuracy of +/- 6 seconds.
 CP0304
 CP0304.The orthometric height was determined by differential leveling
 CP0304.and adjusted in June 1991.
 CP0304
 CP0304.The geoid height was determined by GEOID03.
 CP0304
 CP0304.The dynamic height is computed by dividing the NAVD 88
 CP0304.geopotential number by the normal gravity value computed on the
 CP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0304.degrees latitude (g = 980.6199 gals.).
 CP0304
 CP0304.The modeled gravity was interpolated from observed gravity values.
 CP0304
 CP0304;                    North         East    Units  Estimated Accuracy
 CP0304;SPC MS W     -   316,360.      691,900.      MT  (+/- 180 meters Scaled)
 CP0304
 CP0304                          SUPERSEDED SURVEY CONTROL
 CP0304
 CP0304  NGVD 29 (??/??/??)   75.617  (m)          248.09   (f) ADJUSTED    1 2
 CP0304
 CP0304.Superseded values are not recommended for survey control.
 CP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0304.See file dsdata.txt to determine how the superseded data were derived.
 CP0304
 CP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR428825(NAD 83)
 CP0304_MARKER: DB = BENCH MARK DISK
 CP0304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CP0304_SP_SET: PIER
 CP0304_STAMPING: J 59 1935
 CP0304_MARK LOGO: CGS   
 CP0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0304+STABILITY: SURFACE MOTION
 CP0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0304+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 CP0304
 CP0304  HISTORY     - Date     Condition        Report By
 CP0304  HISTORY     - 1935     MONUMENTED       CGS
 CP0304  HISTORY     - 1977     GOOD             MSHD
 CP0304  HISTORY     - 19920609 GOOD             NGS
 CP0304
 CP0304                          STATION DESCRIPTION
 CP0304
 CP0304'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0304'2.4 MI E FROM BOLTON.
 CP0304'THE MARK IS LOCATED 2.4 MILES EAST OF BOLTON IN THE TOP OF THE EAST
 CP0304'END OF THE CONCRETE FOUNDATION FOR 3 PILLARS ON THE NORTH SIDE OF THE
 CP0304'I.C.G. RAILROAD TRACK FOR THE OLD U.S. HIGHWAY 80 OVERPASS IN THE
 CP0304'NORTHEAST 1/4 OF SECTION 30, T 6N, R 2W.  THE LOCAL MEASUREMENTS
 CP0304'CHECKED THE 1968 RECOVERY.  NOTE-- TO REACH FROM THE MAIN CROSSROAD
 CP0304'0.15 MILE EAST OF THE POST OFFICE IN BOLTON GO EAST ON OLD U.S.
 CP0304'HIGHWAY 80 FOR 1.3 MILES TO THE JUNCTION OF NORTHSIDE DRIVE. CONTINUE
 CP0304'EAST ON OLD HIGHWAY 80 FOR 1.4 MILES TO THE BRIDGE AND THE MARK BELOW
 CP0304'AS DESCRIBED.
 CP0304
 CP0304                          STATION RECOVERY (1992)
 CP0304
 CP0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0304'8.1 KM (5.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP0304'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, THENCE 8.6 KM
 CP0304'(5.35 MI) WESTERLY ALONG THE SOUTH FRONTAGE ROAD (EXIT 35), IN TOP OF
 CP0304'AND 0.6 M (2.0 FT) WEST OF THE EAST END OF A CONCRETE PILE CAP OF THE
 CP0304'1ST PIER NORTH OF THE TRACK OF THE ILLINOIS CENTRAL RAILROAD OVERPASS
 CP0304'OF THE TRACK, 1.2 M (3.9 FT) EAST OF THE MOST EASTERLY OF 3 COLUMNS,
 CP0304'AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW1107 ***********************************************************************
 BW1107  DESIGNATION -  J 61
 BW1107  PID         -  BW1107
 BW1107  STATE/COUNTY-  MS/FRANKLIN
 BW1107  USGS QUAD   -  KNOXVILLE (1988)
 BW1107
 BW1107                         *CURRENT SURVEY CONTROL
 BW1107  ___________________________________________________________________
 BW1107* NAD 83(1986)-  31 26 18.     (N)    091 05 26.     (W)     SCALED    
 BW1107* NAVD 88     -        49.51   (+/-2cm)     162.4    (feet)  VERTCON   
 BW1107  ___________________________________________________________________
 BW1107  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BW1107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BW1107
 BW1107.The horizontal coordinates were scaled from a topographic map and have
 BW1107.an estimated accuracy of +/- 6 seconds.
 BW1107
 BW1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW1107.The vertical order pertains to the NGVD 29 superseded value.
 BW1107
 BW1107.The geoid height was determined by GEOID03.
 BW1107
 BW1107;                    North         East    Units  Estimated Accuracy
 BW1107;SPC MS W     -   215,120.      628,020.      MT  (+/- 180 meters Scaled)
 BW1107
 BW1107                          SUPERSEDED SURVEY CONTROL
 BW1107
 BW1107  NGVD 29 (??/??/92)   49.518  (m)          162.46   (f) ADJ UNCH    2 0
 BW1107
 BW1107.Superseded values are not recommended for survey control.
 BW1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW1107.See file dsdata.txt to determine how the superseded data were derived.
 BW1107
 BW1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ814797(NAD 83)
 BW1107_MARKER: DB = BENCH MARK DISK
 BW1107_SETTING: 0 = UNSPECIFIED SETTING
 BW1107_STAMPING: J 61 1935
 BW1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW1107
 BW1107  HISTORY     - Date     Condition        Report By
 BW1107  HISTORY     - 1935     MONUMENTED       CGS
 BW1107  HISTORY     - 1968     MARK NOT FOUND   MSHD
 BW1107
 BW1107                          STATION DESCRIPTION
 BW1107
 BW1107'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968
 BW1107'4.4 MI N FROM KNOXVILLE.
 BW1107'THE MARK IS LOCATED 4.4 MILES NORTH ALONG THE ILLINOIS CENTRAL
 BW1107'RAILROAD FROM KNOXVILLE 60 FEET SOUTH OF THE SOUTH END OF BRIDGE L
 BW1107'291.4, 96 FEET WEST OF THE CENTER LINE OF THE TRACK, 18 FEET SOUTH OF
 BW1107'A ROAD CROSSING AND 4 FEET EAST OF A FENCE.  A STANDARD DISK STAMPED J
 BW1107'61 1935 AND SET IN THE TOP OF A POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0181 ***********************************************************************
 EG0181  DESIGNATION -  J 67
 EG0181  PID         -  EG0181
 EG0181  STATE/COUNTY-  MS/ITAWAMBA
 EG0181  USGS QUAD   -  FULTON SE (1965)
 EG0181
 EG0181                         *CURRENT SURVEY CONTROL
 EG0181  ___________________________________________________________________
 EG0181* NAD 83(1986)-  34 20 23.     (N)    088 19 22.     (W)     SCALED    
 EG0181* NAVD 88     -       158.034  (meters)     518.48   (feet)  ADJUSTED  
 EG0181  ___________________________________________________________________
 EG0181  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EG0181  DYNAMIC HT  -         157.875 (meters)     517.96  (feet)  COMP
 EG0181  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 EG0181
 EG0181  VERT ORDER  -  SECOND    CLASS 0
 EG0181
 EG0181.The horizontal coordinates were scaled from a topographic map and have
 EG0181.an estimated accuracy of +/- 6 seconds.
 EG0181
 EG0181.The orthometric height was determined by differential leveling
 EG0181.and adjusted in June 1991.
 EG0181
 EG0181.The geoid height was determined by GEOID03.
 EG0181
 EG0181.The dynamic height is computed by dividing the NAVD 88
 EG0181.geopotential number by the normal gravity value computed on the
 EG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0181.degrees latitude (g = 980.6199 gals.).
 EG0181
 EG0181.The modeled gravity was interpolated from observed gravity values.
 EG0181
 EG0181;                    North         East    Units  Estimated Accuracy
 EG0181;SPC MS E     -   536,750.      346,980.      MT  (+/- 180 meters Scaled)
 EG0181
 EG0181                          SUPERSEDED SURVEY CONTROL
 EG0181
 EG0181  NGVD 29 (??/??/92)  157.974  (m)          518.29   (f) ADJ UNCH    2 0
 EG0181
 EG0181.Superseded values are not recommended for survey control.
 EG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0181.See file dsdata.txt to determine how the superseded data were derived.
 EG0181
 EG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD783006(NAD 83)
 EG0181_MARKER: DB = BENCH MARK DISK
 EG0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0181_STAMPING: J 67 1934
 EG0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0181+STABILITY: SURFACE MOTION
 EG0181
 EG0181  HISTORY     - Date     Condition        Report By
 EG0181  HISTORY     - 1934     MONUMENTED       CGS
 EG0181  HISTORY     - 1976     GOOD             MSHD
 EG0181  HISTORY     - 1979     GOOD             MSHD
 EG0181
 EG0181                          STATION DESCRIPTION
 EG0181
 EG0181'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976
 EG0181'5 MI NE FROM FULTON.
 EG0181'THE MARK IS LOCATED 5 MILES NORTHEAST OF FULTON ON THE SOUTHWEST RIGHT
 EG0181'OF WAY OF A COUNTY ROAD AT THE JUNCTION OF A WOODS ROAD IN THE
 EG0181'SOUTHWEST 1/4 OF SECTION 35, T 8S, R 9E.  IT IS 76 FEET NORTHWEST OF A
 EG0181'TELEPHONE POLE, 27 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 12
 EG0181'FEET NORTHWEST OF THE CENTER OF A WOODS ROAD, 1 FOOT SOUTHWEST OF A
 EG0181'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1
 EG0181'FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 12 INCHES.  TO REACH
 EG0181'FROM THE COURTHOUSE IN FULTON GO EAST ON U.S. HIGHWAY 78 FOR 2.4 MILES
 EG0181'TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO NORTH ON STATE
 EG0181'HIGHWAY 25 FOR 5.9 MILES TO A SIDE ROAD LEFT AND THE UNION CHURCH OF
 EG0181'GOD STRAIGHT AHEAD.  TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD FOR
 EG0181'0.2 MILE TO THE MARK ON THE LEFT.
 EG0181
 EG0181                          STATION RECOVERY (1979)
 EG0181
 EG0181'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979
 EG0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ1056 ***********************************************************************
 DJ1056  DESIGNATION -  J 68
 DJ1056  PID         -  DJ1056
 DJ1056  STATE/COUNTY-  MS/MONROE
 DJ1056  USGS QUAD   -  ABERDEEN (1992)
 DJ1056
 DJ1056                         *CURRENT SURVEY CONTROL
 DJ1056  ___________________________________________________________________
 DJ1056* NAD 83(1986)-  33 49 36.     (N)    088 32 16.     (W)     SCALED    
 DJ1056* NAVD 88     -        61.108  (meters)     200.49   (feet)  ADJUSTED  
 DJ1056  ___________________________________________________________________
 DJ1056  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DJ1056  DYNAMIC HT  -          61.046 (meters)     200.28  (feet)  COMP
 DJ1056  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 DJ1056
 DJ1056  VERT ORDER  -  SECOND    CLASS 0
 DJ1056
 DJ1056.The horizontal coordinates were scaled from a topographic map and have
 DJ1056.an estimated accuracy of +/- 6 seconds.
 DJ1056
 DJ1056.The orthometric height was determined by differential leveling
 DJ1056.and adjusted in June 1991.
 DJ1056
 DJ1056.The geoid height was determined by GEOID03.
 DJ1056
 DJ1056.The dynamic height is computed by dividing the NAVD 88
 DJ1056.geopotential number by the normal gravity value computed on the
 DJ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ1056.degrees latitude (g = 980.6199 gals.).
 DJ1056
 DJ1056.The modeled gravity was interpolated from observed gravity values.
 DJ1056
 DJ1056;                    North         East    Units  Estimated Accuracy
 DJ1056;SPC MS E     -   479,760.      327,360.      MT  (+/- 180 meters Scaled)
 DJ1056
 DJ1056                          SUPERSEDED SURVEY CONTROL
 DJ1056
 DJ1056  NGVD 29 (??/??/92)   61.067  (m)          200.35   (f) ADJ UNCH    2 0
 DJ1056
 DJ1056.Superseded values are not recommended for survey control.
 DJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1056.See file dsdata.txt to determine how the superseded data were derived.
 DJ1056
 DJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC576440(NAD 83)
 DJ1056_MARKER: DB = BENCH MARK DISK
 DJ1056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ1056_SP_SET: PIER
 DJ1056_STAMPING: J 68 1934
 DJ1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ1056
 DJ1056  HISTORY     - Date     Condition        Report By
 DJ1056  HISTORY     - 1934     MONUMENTED       CGS
 DJ1056  HISTORY     - 1963     GOOD             MSHD
 DJ1056  HISTORY     - 1981     GOOD             LOCSUR
 DJ1056
 DJ1056                          STATION DESCRIPTION
 DJ1056
 DJ1056'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ1056'IN ABERDEEN.
 DJ1056'THE MARK IS LOCATED ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 2 1/4
 DJ1056'POLES WEST OF POLE 623/25, AT STEEL TRESTLE 623.9 OVER THE TOMBIGBEE
 DJ1056'RIVER AND IN THE TOP OF THE SOUTHEAST BRICK AND CONCRETE PIER.
 DJ1056
 DJ1056                          STATION RECOVERY (1981)
 DJ1056
 DJ1056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 DJ1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0320 ***********************************************************************
 DJ0320  DESIGNATION -  J 69
 DJ0320  PID         -  DJ0320
 DJ0320  STATE/COUNTY-  MS/LOWNDES
 DJ0320  USGS QUAD   -  COLUMBUS NORTH (1987)
 DJ0320
 DJ0320                         *CURRENT SURVEY CONTROL
 DJ0320  ___________________________________________________________________
 DJ0320* NAD 83(1986)-  33 32 25.     (N)    088 23 15.     (W)     SCALED    
 DJ0320* NAVD 88     -        54.457  (meters)     178.66   (feet)  ADJUSTED  
 DJ0320  ___________________________________________________________________
 DJ0320  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0320  DYNAMIC HT  -          54.399 (meters)     178.47  (feet)  COMP
 DJ0320  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DJ0320
 DJ0320  VERT ORDER  -  SECOND    CLASS 0
 DJ0320
 DJ0320.The horizontal coordinates were scaled from a topographic map and have
 DJ0320.an estimated accuracy of +/- 6 seconds.
 DJ0320
 DJ0320.The orthometric height was determined by differential leveling
 DJ0320.and adjusted in June 1991.
 DJ0320
 DJ0320.The geoid height was determined by GEOID03.
 DJ0320
 DJ0320.The dynamic height is computed by dividing the NAVD 88
 DJ0320.geopotential number by the normal gravity value computed on the
 DJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0320.degrees latitude (g = 980.6199 gals.).
 DJ0320
 DJ0320.The modeled gravity was interpolated from observed gravity values.
 DJ0320
 DJ0320;                    North         East    Units  Estimated Accuracy
 DJ0320;SPC MS E     -   448,050.      341,410.      MT  (+/- 180 meters Scaled)
 DJ0320
 DJ0320                          SUPERSEDED SURVEY CONTROL
 DJ0320
 DJ0320  NGVD 29 (??/??/92)   54.437  (m)          178.60   (f) ADJ UNCH    2 0
 DJ0320
 DJ0320.Superseded values are not recommended for survey control.
 DJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0320.See file dsdata.txt to determine how the superseded data were derived.
 DJ0320
 DJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC711120(NAD 83)
 DJ0320_MARKER: DB = BENCH MARK DISK
 DJ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0320_STAMPING: J 69 1935
 DJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0320+STABILITY: SURFACE MOTION
 DJ0320
 DJ0320  HISTORY     - Date     Condition        Report By
 DJ0320  HISTORY     - 1935     MONUMENTED       CGS
 DJ0320  HISTORY     - 1963     GOOD             MSHD
 DJ0320
 DJ0320                          STATION DESCRIPTION
 DJ0320
 DJ0320'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0320'4.0 MI NE FROM COLUMBUS.
 DJ0320'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 82 AND STATE
 DJ0320'HIGHWAY 12 IN COLUMBUS, GO NORTHEAST ON HIGHWAY 12 FOR 3.85 MILES TO A
 DJ0320'GRAVEL ROAD ON THE RIGHT, TURN RIGHT, AND GO 0.1 MILE TO A DIM TRACK
 DJ0320'ROAD AND THE MARK ON THE RIGHT AS DESCRIBED, (APPROXIMATELY 0.15 MILE
 DJ0320'EAST OF AN UNDERPASS).  THE MARK IS A DISK SET IN THE TOP OF A 12-INCH
 DJ0320'ROUND CONCRETE POST.  IT IS 124 FEET SOUTHEAST OF A 60-INCH OAK TREE,
 DJ0320'112 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 25 FEET NORTH OF
 DJ0320'THE NORTHWEST RAIL, 8 FEET WEST OF THE CENTER OF THE DIRT ROAD, 3 FEET
 DJ0320'SOUTHEAST OF A TELEPHONE POLE, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 DJ0320'PROJECTS 1 INCH.  A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE
 DJ0320'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0224 ***********************************************************************
 BW0224  DESIGNATION -  J 7
 BW0224  PID         -  BW0224
 BW0224  STATE/COUNTY-  MS/PIKE
 BW0224  USGS QUAD   -  MC COMB SOUTH (1972)
 BW0224
 BW0224                         *CURRENT SURVEY CONTROL
 BW0224  ___________________________________________________________________
 BW0224* NAD 83(1986)-  31 10 18.     (N)    090 26 44.     (W)     SCALED    
 BW0224* NAVD 88     -       101.313  (meters)     332.39   (feet)  ADJUSTED  
 BW0224  ___________________________________________________________________
 BW0224  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BW0224  DYNAMIC HT  -         101.186 (meters)     331.97  (feet)  COMP
 BW0224  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 BW0224
 BW0224  VERT ORDER  -  FIRST     CLASS I
 BW0224
 BW0224.The horizontal coordinates were scaled from a topographic map and have
 BW0224.an estimated accuracy of +/- 6 seconds.
 BW0224
 BW0224.The orthometric height was determined by differential leveling
 BW0224.and adjusted in June 1991.
 BW0224
 BW0224.The geoid height was determined by GEOID03.
 BW0224
 BW0224.The dynamic height is computed by dividing the NAVD 88
 BW0224.geopotential number by the normal gravity value computed on the
 BW0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0224.degrees latitude (g = 980.6199 gals.).
 BW0224
 BW0224.The modeled gravity was interpolated from observed gravity values.
 BW0224
 BW0224;                    North         East    Units  Estimated Accuracy
 BW0224;SPC MS W     -   185,310.      689,300.      MT  (+/- 180 meters Scaled)
 BW0224
 BW0224                          SUPERSEDED SURVEY CONTROL
 BW0224
 BW0224  NGVD 29 (??/??/??)  101.302  (m)          332.36   (f) ADJUSTED    1 1
 BW0224
 BW0224.Superseded values are not recommended for survey control.
 BW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0224.See file dsdata.txt to determine how the superseded data were derived.
 BW0224
 BW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ434514(NAD 83)
 BW0224_MARKER: DB = BENCH MARK DISK
 BW0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BW0224_STAMPING: J 7 1934 332.450
 BW0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BW0224+STABILITY: SURFACE MOTION
 BW0224
 BW0224  HISTORY     - Date     Condition        Report By
 BW0224  HISTORY     - 1934     MONUMENTED       CGS
 BW0224  HISTORY     - 1969     GOOD             NGS
 BW0224  HISTORY     - 1983     GOOD             USGS
 BW0224  HISTORY     - 19920611 MARK NOT FOUND   NGS
 BW0224
 BW0224                          STATION DESCRIPTION
 BW0224
 BW0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0224'2.15 MI N FROM MAGNOLIA.
 BW0224'ABOUT 2.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0224'CROSSING OF STATE HIGHWAY 48 AT MAGNOLIA, 1.2 SOUTH OF THE CROSSING OF
 BW0224'A BLACK TOPPED ROAD AT FERNWOOD, NEAR A DIRT ROAD CROSSING, 247 FEET
 BW0224'NORTH OF AND ACROSS THE DIRT ROAD FROM MILEPOST 812, 192 FEET NORTH OF
 BW0224'THE CENTER OF THE DIRT ROAD CROSSING, 37 FEET WEST OF THE WEST RAIL OF
 BW0224'THE WEST TRACK, 2 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE
 BW0224'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BW0224'INCHES BELOW THE LEVEL OF THE GROUND.  1/4, SEC 6, T 2N, R 8E.
 BW0224
 BW0224                          STATION RECOVERY (1983)
 BW0224
 BW0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BW0224'RECOVERED IN GOOD CONDITION.
 BW0224
 BW0224                          STATION RECOVERY (1992)
 BW0224
 BW0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BW0224'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0669 ***********************************************************************
 DJ0669  DESIGNATION -  J 70
 DJ0669  PID         -  DJ0669
 DJ0669  STATE/COUNTY-  MS/LOWNDES
 DJ0669  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0669
 DJ0669                         *CURRENT SURVEY CONTROL
 DJ0669  ___________________________________________________________________
 DJ0669* NAD 83(1986)-  33 19 38.     (N)    088 37 28.     (W)     SCALED    
 DJ0669* NAVD 88     -        90.601  (meters)     297.25   (feet)  ADJUSTED  
 DJ0669  ___________________________________________________________________
 DJ0669  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ0669  DYNAMIC HT  -          90.503 (meters)     296.93  (feet)  COMP
 DJ0669  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DJ0669
 DJ0669  VERT ORDER  -  FIRST     CLASS II
 DJ0669
 DJ0669.The horizontal coordinates were scaled from a topographic map and have
 DJ0669.an estimated accuracy of +/- 6 seconds.
 DJ0669
 DJ0669.The orthometric height was determined by differential leveling
 DJ0669.and adjusted in June 1991.
 DJ0669
 DJ0669.The geoid height was determined by GEOID03.
 DJ0669
 DJ0669.The dynamic height is computed by dividing the NAVD 88
 DJ0669.geopotential number by the normal gravity value computed on the
 DJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0669.degrees latitude (g = 980.6199 gals.).
 DJ0669
 DJ0669.The modeled gravity was interpolated from observed gravity values.
 DJ0669
 DJ0669;                    North         East    Units  Estimated Accuracy
 DJ0669;SPC MS E     -   424,350.      319,450.      MT  (+/- 180 meters Scaled)
 DJ0669
 DJ0669                          SUPERSEDED SURVEY CONTROL
 DJ0669
 DJ0669  NGVD 29 (??/??/92)   90.554  (m)          297.09   (f) ADJ UNCH    1 2
 DJ0669
 DJ0669.Superseded values are not recommended for survey control.
 DJ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0669.See file dsdata.txt to determine how the superseded data were derived.
 DJ0669
 DJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB488887(NAD 83)
 DJ0669_MARKER: DB = BENCH MARK DISK
 DJ0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0669_SP_SET: CULVERT
 DJ0669_STAMPING: J 70 1935
 DJ0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0669
 DJ0669  HISTORY     - Date     Condition        Report By
 DJ0669  HISTORY     - 1935     MONUMENTED       CGS
 DJ0669  HISTORY     - 1963     GOOD             MSHD
 DJ0669  HISTORY     - 1983     MARK NOT FOUND   NGS
 DJ0669
 DJ0669                          STATION DESCRIPTION
 DJ0669
 DJ0669'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0669'1.8 MI N FROM CRAWFORD.
 DJ0669'THE MARK IS LOCATED 1.8 MILES NORTH ALONG THE GULF, MOBILE AND OHIO
 DJ0669'RAILROAD FROM THE STATION AT CRAWFORD.  THE MARK IS A DISK SET IN
 DJ0669'CEMENT IN A DRILLED HOLE.  IT IS 113 FEET SOUTH OF MILEPOST 213, IN
 DJ0669'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT,
 DJ0669'AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 DJ0669
 DJ0669                          STATION RECOVERY (1983)
 DJ0669
 DJ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0669'NOT RECOVERED, INACCESSIBLE AT THIS DATE, PRIVATE PROPERTY, LOCKED
 DJ0669'GATES AND ABOUT A 1 MILE PACK BY RAILROAD TRACKS, THE MARK IS ASSUMED
 DJ0669'TO BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0357 ***********************************************************************
 DJ0357  DESIGNATION -  J 71
 DJ0357  PID         -  DJ0357
 DJ0357  STATE/COUNTY-  MS/NOXUBEE
 DJ0357  USGS QUAD   -  DANCY (1982)
 DJ0357
 DJ0357                         *CURRENT SURVEY CONTROL
 DJ0357  ___________________________________________________________________
 DJ0357* NAD 83(1986)-  33 02 58.     (N)    088 22 04.     (W)     SCALED    
 DJ0357* NAVD 88     -        56.339  (meters)     184.84   (feet)  ADJUSTED  
 DJ0357  ___________________________________________________________________
 DJ0357  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DJ0357  DYNAMIC HT  -          56.277 (meters)     184.64  (feet)  COMP
 DJ0357  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 DJ0357
 DJ0357  VERT ORDER  -  SECOND    CLASS 0
 DJ0357
 DJ0357.The horizontal coordinates were scaled from a topographic map and have
 DJ0357.an estimated accuracy of +/- 6 seconds.
 DJ0357
 DJ0357.The orthometric height was determined by differential leveling
 DJ0357.and adjusted in June 1991.
 DJ0357
 DJ0357.The geoid height was determined by GEOID03.
 DJ0357
 DJ0357.The dynamic height is computed by dividing the NAVD 88
 DJ0357.geopotential number by the normal gravity value computed on the
 DJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0357.degrees latitude (g = 980.6199 gals.).
 DJ0357
 DJ0357.The modeled gravity was interpolated from observed gravity values.
 DJ0357
 DJ0357;                    North         East    Units  Estimated Accuracy
 DJ0357;SPC MS E     -   393,620.      343,480.      MT  (+/- 180 meters Scaled)
 DJ0357
 DJ0357                          SUPERSEDED SURVEY CONTROL
 DJ0357
 DJ0357  NGVD 29 (??/??/92)   56.304  (m)          184.72   (f) ADJ UNCH    2 0
 DJ0357
 DJ0357.Superseded values are not recommended for survey control.
 DJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0357.See file dsdata.txt to determine how the superseded data were derived.
 DJ0357
 DJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB722576(NAD 83)
 DJ0357_MARKER: DB = BENCH MARK DISK
 DJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0357_STAMPING: J 71 1935
 DJ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0357+STABILITY: SURFACE MOTION
 DJ0357
 DJ0357  HISTORY     - Date     Condition        Report By
 DJ0357  HISTORY     - 1935     MONUMENTED       CGS
 DJ0357  HISTORY     - 1963     MARK NOT FOUND   MSHD
 DJ0357
 DJ0357                          STATION DESCRIPTION
 DJ0357
 DJ0357'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963
 DJ0357'14.1 MI E FROM MACON.
 DJ0357'14.1 MILES EAST ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT MACON,
 DJ0357'NOXUBEE COUNTY, 0.4 MILE NORTH OF A BRIDGE AT THE NORTH END OF A
 DJ0357'CURVE, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH
 DJ0357'OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 71 1935 AND SET IN THE
 DJ0357'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0254 ***********************************************************************
 CO0254  DESIGNATION -  J 72
 CO0254  PID         -  CO0254
 CO0254  STATE/COUNTY-  MS/KEMPER
 CO0254  USGS QUAD   -  PORTERVILLE (1987)
 CO0254
 CO0254                         *CURRENT SURVEY CONTROL
 CO0254  ___________________________________________________________________
 CO0254* NAD 83(1986)-  32 43 52.     (N)    088 28 23.     (W)     SCALED    
 CO0254* NAVD 88     -        68.905  (meters)     226.07   (feet)  ADJUSTED  
 CO0254  ___________________________________________________________________
 CO0254  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CO0254  DYNAMIC HT  -          68.826 (meters)     225.81  (feet)  COMP
 CO0254  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CO0254
 CO0254  VERT ORDER  -  FIRST     CLASS II
 CO0254
 CO0254.The horizontal coordinates were scaled from a topographic map and have
 CO0254.an estimated accuracy of +/- 6 seconds.
 CO0254
 CO0254.The orthometric height was determined by differential leveling
 CO0254.and adjusted in June 1991.
 CO0254.WARNING-Repeat measurements at this control monument indicate possible
 CO0254.vertical movement.
 CO0254
 CO0254.The geoid height was determined by GEOID03.
 CO0254
 CO0254.The dynamic height is computed by dividing the NAVD 88
 CO0254.geopotential number by the normal gravity value computed on the
 CO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0254.degrees latitude (g = 980.6199 gals.).
 CO0254
 CO0254.The modeled gravity was interpolated from observed gravity values.
 CO0254
 CO0254;                    North         East    Units  Estimated Accuracy
 CO0254;SPC MS E     -   358,280.      333,770.      MT  (+/- 180 meters Scaled)
 CO0254
 CO0254                          SUPERSEDED SURVEY CONTROL
 CO0254
 CO0254  NGVD 29 (??/??/92)   68.866  (m)          225.94   (f) ADJ UNCH    1 2
 CO0254
 CO0254.Superseded values are not recommended for survey control.
 CO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0254.See file dsdata.txt to determine how the superseded data were derived.
 CO0254
 CO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB619224(NAD 83)
 CO0254_MARKER: DB = BENCH MARK DISK
 CO0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0254_STAMPING: J 72 1935
 CO0254_MARK LOGO: CGS   
 CO0254_PROJECTION: FLUSH
 CO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0254+STABILITY: SURFACE MOTION
 CO0254
 CO0254  HISTORY     - Date     Condition        Report By
 CO0254  HISTORY     - 1935     MONUMENTED       CGS
 CO0254  HISTORY     - 1964     GOOD             MSHD
 CO0254  HISTORY     - 1983     GOOD             NGS
 CO0254
 CO0254                          STATION DESCRIPTION
 CO0254
 CO0254'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0254'3.0 MI N FROM PORTERVILLE.
 CO0254'TO REACH FROM THE U. S. POST OFFICE IN THE VILLAGE OF PORTERVILLE, GO
 CO0254'NORTH ON A GRAVEL ROAD FOR 3.0 MILES AT A T ROAD, A RAILROAD CROSSING
 CO0254'ON THE LEFT AND THE MARK IN THE SOUTHEAST ANGLE ON THE INTERSECTION.
 CO0254'THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST.
 CO0254'IT IS 125 FEET WEST OF THE CENTER OF THE GRAVEL ROAD JUNCTION, 39 FEET
 CO0254'NORTH OF A POWERLINE POLE, 27 FEET SOUTH OF THE CENTER OF THE GRAVEL
 CO0254'ROAD, 39 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, ABOUT LEVEL
 CO0254'WITH THE RAILROAD TRACK, FLUSH WITH THE GROUND.  A METAL WITNESS POST
 CO0254'WAS SET 1.0 FOOT NORTH OF THE MARK.
 CO0254
 CO0254                          STATION RECOVERY (1983)
 CO0254
 CO0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CO0254'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.3 KM
 CO0254'(7.0 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE
 CO0254'HIGHWAY 16 IN THE EAST EDGE OF SCOOBA, THENCE 0.5 KM (0.35 MI) WEST
 CO0254'ALONG A GRAVELED ROAD, AT THE CROSSING OF THE ILLINOIS CENTRAL AND
 CO0254'GULF RAILROAD, 8.22 METERS (27.0 FT) SOUTH OF THE CENTER OF THE
 CO0254'GRAVELED ROAD, 11.88 METERS (39.0 FT) EAST OF THE EAST RAIL OF
 CO0254'RAILROAD TRACKS, AND 38.10 METERS (125.0 FT) WEST OF THE CENTER OF A
 CO0254'GRAVELED ROAD LEADING SOUTH.
 CO0254'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CO0254'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0461 ***********************************************************************
 CO0461  DESIGNATION -  J 73
 CO0461  PID         -  CO0461
 CO0461  STATE/COUNTY-  MS/LAUDERDALE
 CO0461  USGS QUAD   -  TOOMSUBA (1982)
 CO0461
 CO0461                         *CURRENT SURVEY CONTROL
 CO0461  ___________________________________________________________________
 CO0461* NAD 83(1986)-  32 25 03.     (N)    088 30 23.     (W)     SCALED    
 CO0461* NAVD 88     -        89.991  (meters)     295.25   (feet)  ADJUSTED  
 CO0461  ___________________________________________________________________
 CO0461  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CO0461  DYNAMIC HT  -          89.885 (meters)     294.90  (feet)  COMP
 CO0461  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 CO0461
 CO0461  VERT ORDER  -  SECOND    CLASS 0
 CO0461
 CO0461.The horizontal coordinates were scaled from a topographic map and have
 CO0461.an estimated accuracy of +/- 6 seconds.
 CO0461
 CO0461.The orthometric height was determined by differential leveling
 CO0461.and adjusted in June 1991.
 CO0461
 CO0461.The geoid height was determined by GEOID03.
 CO0461
 CO0461.The dynamic height is computed by dividing the NAVD 88
 CO0461.geopotential number by the normal gravity value computed on the
 CO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0461.degrees latitude (g = 980.6199 gals.).
 CO0461
 CO0461.The modeled gravity was interpolated from observed gravity values.
 CO0461
 CO0461;                    North         East    Units  Estimated Accuracy
 CO0461;SPC MS E     -   323,490.      330,750.      MT  (+/- 180 meters Scaled)
 CO0461
 CO0461                          SUPERSEDED SURVEY CONTROL
 CO0461
 CO0461  NGVD 29 (??/??/92)   89.96   (m)          295.1    (f) COMPUTED    2 0
 CO0461
 CO0461.Superseded values are not recommended for survey control.
 CO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0461.See file dsdata.txt to determine how the superseded data were derived.
 CO0461
 CO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA583877(NAD 83)
 CO0461_MARKER: DB = BENCH MARK DISK
 CO0461_SETTING: 0 = UNSPECIFIED SETTING
 CO0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0461
 CO0461  HISTORY     - Date     Condition        Report By
 CO0461  HISTORY     - UNK      MONUMENTED       CGS
 CO0461  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0461  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0461
 CO0461                          STATION DESCRIPTION
 CO0461
 CO0461'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0461'IN TOOMSUBA.
 CO0461'AT TOOMSUBA, LAUDERDALE COUNTY, ON THE ALABAMA GREAT SOUTHERN
 CO0461'RAILROAD, 204 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, AT A
 CO0461'ROAD CROSSING FROM J. D. PICKETTS STORE, 32 FEET NORTH OF THE
 CO0461'CENTERLINE OF THE NORTH TRACK, 30.5 FEET WEST OF THE CENTERLINE OF THE
 CO0461'ROAD, 19 FEET SOUTH OF THE CENTERLINE OF A SPUR TRACK, AND 2 FEET EAST
 CO0461'OF A WHITE WOODEN WITNESS POST.
 CO0461
 CO0461                          STATION RECOVERY (1968)
 CO0461
 CO0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW0110 ***********************************************************************
 BW0110  DESIGNATION -  J 8
 BW0110  PID         -  BW0110
 BW0110  STATE/COUNTY-  MS/LINCOLN
 BW0110  USGS QUAD   -  WESSON (1972)
 BW0110
 BW0110                         *CURRENT SURVEY CONTROL
 BW0110  ___________________________________________________________________
 BW0110* NAD 83(1986)-  31 38 18.     (N)    090 25 15.     (W)     SCALED    
 BW0110* NAVD 88     -       145.103  (meters)     476.06   (feet)  ADJUSTED  
 BW0110  ___________________________________________________________________
 BW0110  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BW0110  DYNAMIC HT  -         144.927 (meters)     475.48  (feet)  COMP
 BW0110  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 BW0110
 BW0110  VERT ORDER  -  FIRST     CLASS I
 BW0110
 BW0110.The horizontal coordinates were scaled from a topographic map and have
 BW0110.an estimated accuracy of +/- 6 seconds.
 BW0110
 BW0110.The orthometric height was determined by differential leveling
 BW0110.and adjusted in June 1991.
 BW0110
 BW0110.The geoid height was determined by GEOID03.
 BW0110
 BW0110.The dynamic height is computed by dividing the NAVD 88
 BW0110.geopotential number by the normal gravity value computed on the
 BW0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BW0110.degrees latitude (g = 980.6199 gals.).
 BW0110
 BW0110.The modeled gravity was interpolated from observed gravity values.
 BW0110
 BW0110;                    North         East    Units  Estimated Accuracy
 BW0110;SPC MS W     -   237,050.      691,700.      MT  (+/- 180 meters Scaled)
 BW0110
 BW0110                          SUPERSEDED SURVEY CONTROL
 BW0110
 BW0110  NGVD 29 (??/??/??)  145.100  (m)          476.05   (f) ADJUSTED    1 1
 BW0110
 BW0110.Superseded values are not recommended for survey control.
 BW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW0110.See file dsdata.txt to determine how the superseded data were derived.
 BW0110
 BW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR446032(NAD 83)
 BW0110_MARKER: DB = BENCH MARK DISK
 BW0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BW0110_SP_SET: CONCRETE BASE
 BW0110_STAMPING: J 8 1934 476.115
 BW0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BW0110
 BW0110  HISTORY     - Date     Condition        Report By
 BW0110  HISTORY     - 1934     MONUMENTED       CGS
 BW0110  HISTORY     - 1969     GOOD             NGS
 BW0110
 BW0110                          STATION DESCRIPTION
 BW0110
 BW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BW0110'4.3 MI N FROM BROOKHAVEN.
 BW0110'ABOUT 4.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 BW0110'STATION AT BROOKHAVEN, 0.25 MILE NORTH OF MILEPOST 779, ACROSS THE
 BW0110'TRACK FROM THE 8TH TELEPHONE POLE SOUTH OF A WOODEN OVERPASS, SET ON
 BW0110'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR AN ABANDONED
 BW0110'SIGNAL, 26 FEET SOUTH OF THE CENTER OF A HAND CAR OFFSET, 9 FEET SOUTH
 BW0110'OF THE CENTER OF A ROUND CONCRETE BATTERY BOX, 7 FEET WEST OF THE WEST
 BW0110'RAIL OF THE WEST SET OF TRACKS AND ABOUT LEVEL WITH THE TRACK. 1/4,
 BW0110'SEC 29, T 8N, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO0377 ***********************************************************************
 CO0377  DESIGNATION -  J 80
 CO0377  PID         -  CO0377
 CO0377  STATE/COUNTY-  MS/CLARKE
 CO0377  USGS QUAD   -  HINTON (1974)
 CO0377
 CO0377                         *CURRENT SURVEY CONTROL
 CO0377  ___________________________________________________________________
 CO0377* NAD 83(1986)-  32 05 15.     (N)    088 26 42.     (W)     SCALED    
 CO0377* NAVD 88     -       130.727  (meters)     428.89   (feet)  ADJUSTED  
 CO0377  ___________________________________________________________________
 CO0377  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CO0377  DYNAMIC HT  -         130.572 (meters)     428.38  (feet)  COMP
 CO0377  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 CO0377
 CO0377  VERT ORDER  -  SECOND    CLASS 0
 CO0377
 CO0377.The horizontal coordinates were scaled from a topographic map and have
 CO0377.an estimated accuracy of +/- 6 seconds.
 CO0377
 CO0377.The orthometric height was determined by differential leveling
 CO0377.and adjusted in June 1991.
 CO0377
 CO0377.The geoid height was determined by GEOID03.
 CO0377
 CO0377.The dynamic height is computed by dividing the NAVD 88
 CO0377.geopotential number by the normal gravity value computed on the
 CO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0377.degrees latitude (g = 980.6199 gals.).
 CO0377
 CO0377.The modeled gravity was interpolated from observed gravity values.
 CO0377
 CO0377;                    North         East    Units  Estimated Accuracy
 CO0377;SPC MS E     -   286,920.      336,660.      MT  (+/- 180 meters Scaled)
 CO0377
 CO0377                          SUPERSEDED SURVEY CONTROL
 CO0377
 CO0377  NGVD 29 (??/??/92)  130.718  (m)          428.86   (f) ADJ UNCH    2 0
 CO0377
 CO0377.Superseded values are not recommended for survey control.
 CO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0377.See file dsdata.txt to determine how the superseded data were derived.
 CO0377
 CO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA636510(NAD 83)
 CO0377_MARKER: DB = BENCH MARK DISK
 CO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0377_STAMPING: J 80 1935
 CO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0377+STABILITY: SURFACE MOTION
 CO0377
 CO0377  HISTORY     - Date     Condition        Report By
 CO0377  HISTORY     - 1935     MONUMENTED       CGS
 CO0377  HISTORY     - 1964     MARK NOT FOUND   MSHD
 CO0377
 CO0377                          STATION DESCRIPTION
 CO0377
 CO0377'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 CO0377'10.8 MI W FROM RIDERWOOD.
 CO0377'IN CLARKE COUNTY, MISSISSIPPI, 10.8 MILES WEST ALONG A COUNTY ROAD
 CO0377'FROM THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD STATION AT
 CO0377'RIDERWOOD, CHOCTAW COUNTY, ALABAMA, ABOUT 0.2 MILE WEST OF A ROAD
 CO0377'INTERSECTION, 0.2 MILE EAST OF A BRIDGE, ON THE OUTSIDE OF A CURVE,
 CO0377'AND 40 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK
 CO0377'STAMPED J 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0449 ***********************************************************************
 BH0449  DESIGNATION -  J 82
 BH0449  PID         -  BH0449
 BH0449  STATE/COUNTY-  MS/GEORGE
 BH0449  USGS QUAD   -  LUCEDALE (1982)
 BH0449
 BH0449                         *CURRENT SURVEY CONTROL
 BH0449  ___________________________________________________________________
 BH0449* NAD 83(1986)-  30 53 36.     (N)    088 37 08.     (W)     SCALED    
 BH0449* NAVD 88     -        75.26   (+/-2cm)     246.9    (feet)  VERTCON   
 BH0449  ___________________________________________________________________
 BH0449  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0449
 BH0449.The horizontal coordinates were scaled from a topographic map and have
 BH0449.an estimated accuracy of +/- 6 seconds.
 BH0449
 BH0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0449.The vertical order pertains to the NGVD 29 superseded value.
 BH0449
 BH0449.The geoid height was determined by GEOID03.
 BH0449
 BH0449;                    North         East    Units  Estimated Accuracy
 BH0449;SPC MS E     -   154,470.      320,500.      MT  (+/- 180 meters Scaled)
 BH0449
 BH0449                          SUPERSEDED SURVEY CONTROL
 BH0449
 BH0449  NGVD 29 (??/??/??)   75.247  (m)          246.87   (f) ADJUSTED    2 0
 BH0449
 BH0449.Superseded values are not recommended for survey control.
 BH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0449.See file dsdata.txt to determine how the superseded data were derived.
 BH0449
 BH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV452189(NAD 83)
 BH0449_MARKER: DB = BENCH MARK DISK
 BH0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0449_SP_SET: CULVERT
 BH0449_STAMPING: J 82 1935
 BH0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0449
 BH0449  HISTORY     - Date     Condition        Report By
 BH0449  HISTORY     - 1935     MONUMENTED       CGS
 BH0449  HISTORY     - 1973     GOOD             MSHD
 BH0449
 BH0449                          STATION DESCRIPTION
 BH0449
 BH0449'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0449'3 MI SW FROM LUCEDALE.
 BH0449'THE MARK IS LOCATED 3 MILES SW OF LUCEDALE NEAR THE EAST END OF THE
 BH0449'SOUTH CONCRETE HEADWALL OF A 24 INCH CONCRETE PIPE IN THE MIDDLE OF A
 BH0449'GRADE JUST WEST OF A CURVE ACROSS THE HIGHWAY NEAR THE NE CORNER OF A
 BH0449'PECAN ORCHARD IN THE NE 1/4 OF SECTION 7, T 2S, R 7W.  IT IS 43 FEET
 BH0449'NORTH OF THE CENTER OF HIGHWAY 26, 21.5 FEET NORTH OF THE NORTH
 BH0449'HEADWALL OF A CULVERT UNDER HIGHWAY 26, 227 FEET EAST OF THE CENTER OF
 BH0449'THE CENTER OF A PRIVATE ROAD, 33 FEET WSW OF POWER POLE NO. 8, 6.5
 BH0449'FEET SOUTH OF A POWER LINE, 72 FEET EAST OF A LONE PECAN, 1.5 FEET
 BH0449'WEST OF A METAL WITNESS POST SET IN A DRILL HOLE, 1.1 FEET WEST OF THE
 BH0449'EAST END OF THE SOUTH HEADWALL OF A 24 INCH CONCRETE PIPE UNDER THE
 BH0449'OLD HIGHWAY AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE NEW HIGHWAY. TO
 BH0449'REACH FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON U.S. HIGHWAY 98
 BH0449'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26. TURN LEFT AND GO
 BH0449'SOUTH ON STATE HIGHWAY 26 FOR 1.1 MILES TO THE JUNCTION OF STATE
 BH0449'HIGHWAY 63.  CONTINUE SW ON STATE HIGHWAY 26 FOR 1.9 MILES TO THE MARK
 BH0449'ON THE RIGHT JUST BEFORE REACHING A PRIVATE ROAD ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0206 ***********************************************************************
 CP0206  DESIGNATION -  J 9
 CP0206  PID         -  CP0206
 CP0206  STATE/COUNTY-  MS/COPIAH
 CP0206  USGS QUAD   -  TERRY (1971)
 CP0206
 CP0206                         *CURRENT SURVEY CONTROL
 CP0206  ___________________________________________________________________
 CP0206* NAD 83(1986)-  32 00 51.     (N)    090 20 36.     (W)     SCALED    
 CP0206* NAVD 88     -       128.185  (meters)     420.55   (feet)  ADJUSTED  
 CP0206  ___________________________________________________________________
 CP0206  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP0206  DYNAMIC HT  -         128.032 (meters)     420.05  (feet)  COMP
 CP0206  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 CP0206
 CP0206  VERT ORDER  -  FIRST     CLASS I
 CP0206
 CP0206.The horizontal coordinates were scaled from a topographic map and have
 CP0206.an estimated accuracy of +/- 6 seconds.
 CP0206
 CP0206.The orthometric height was determined by differential leveling
 CP0206.and adjusted in February 1994.
 CP0206
 CP0206.The geoid height was determined by GEOID03.
 CP0206
 CP0206.The dynamic height is computed by dividing the NAVD 88
 CP0206.geopotential number by the normal gravity value computed on the
 CP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0206.degrees latitude (g = 980.6199 gals.).
 CP0206
 CP0206.The modeled gravity was interpolated from observed gravity values.
 CP0206
 CP0206;                    North         East    Units  Estimated Accuracy
 CP0206;SPC MS W     -   278,720.      699,060.      MT  (+/- 180 meters Scaled)
 CP0206
 CP0206                          SUPERSEDED SURVEY CONTROL
 CP0206
 CP0206  NAVD 88 (06/15/91)  128.190  (m)          420.57   (f) UNKNOWN     1 1
 CP0206  NGVD 29 (??/??/??)  128.191  (m)          420.57   (f) ADJUSTED    1 1
 CP0206
 CP0206.Superseded values are not recommended for survey control.
 CP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0206.See file dsdata.txt to determine how the superseded data were derived.
 CP0206
 CP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR509450(NAD 83)
 CP0206_MARKER: DB = BENCH MARK DISK
 CP0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP0206_SP_SET: RETAINING WALL
 CP0206_STAMPING: J 9 1934 420.619
 CP0206_MARK LOGO: CGS   
 CP0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0206+STABILITY: SURFACE MOTION
 CP0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP0206+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1992
 CP0206
 CP0206  HISTORY     - Date     Condition        Report By
 CP0206  HISTORY     - 1934     MONUMENTED       CGS
 CP0206  HISTORY     - 1969     GOOD             NGS
 CP0206  HISTORY     - 19920720 GOOD             NGS
 CP0206
 CP0206                          STATION DESCRIPTION
 CP0206
 CP0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CP0206'2.05 MI N FROM CRYSTAL SPRINGS.
 CP0206'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 CP0206'CROSSING OF MARION STREET AT CRYSTAL SPRINGS, 0.3 MILE SOUTH OF
 CP0206'MILEPOST 751, BETWEEN THE 4TH AND 5TH TELEPHONE POLE SOUTH OF A FARM
 CP0206'ROAD CROSSING, SET ON THE TOP OF THE EAST CONCRETE WING WALL AT THE
 CP0206'SOUTH END OF THE EAST CONCRETE HEAD WALL FOR A 7-FOOT ARCHED CULVERT
 CP0206'UNDER THE TRACK, 13 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND 4
 CP0206'FEET BELOW THE LEVEL OF THE TRACK.  SEC 18, T 2N, R 1W.
 CP0206
 CP0206                          STATION RECOVERY (1992)
 CP0206
 CP0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0206'0.2 KM (0.10 MI) EASTERLY ALONG GREEN STREET FROM THE POST OFFICE IN
 CP0206'HAZELHURST, THENCE 18.1 KM (11.25 MI) NORTHERLY ALONG THE ILLINOIS
 CP0206'CENTRAL RAILROAD, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 CP0206'SOUTHWEST END OF THE SOUTHEAST CONCRETE RETAINING WALL OF A CULVERT,
 CP0206'0.2 KM (0.10 MI) SOUTH OF HARTLEY LANE, 4.0 M (13.1 FT) EAST OF THE
 CP0206'NEAR RAIL, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0312 ***********************************************************************
 BH0312  DESIGNATION -  JACKSON
 BH0312  PID         -  BH0312
 BH0312  STATE/COUNTY-  MS/JACKSON
 BH0312  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0312
 BH0312                         *CURRENT SURVEY CONTROL
 BH0312  ___________________________________________________________________
 BH0312* NAD 83(1993)-  30 24 28.50399(N)    088 32 13.05558(W)     ADJUSTED  
 BH0312* NAVD 88     -         6.73   (+/-2cm)      22.1    (feet)  VERTCON   
 BH0312  ___________________________________________________________________
 BH0312  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BH0312  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0312  HORZ ORDER  -  SECOND
 BH0312  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0312
 BH0312.The horizontal coordinates were established by classical geodetic methods
 BH0312.and adjusted by the National Geodetic Survey in May 1994.
 BH0312
 BH0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0312.The vertical order pertains to the NGVD 29 superseded value.
 BH0312
 BH0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0312
 BH0312.The geoid height was determined by GEOID03.
 BH0312
 BH0312;                    North         East     Units Scale Factor Converg.
 BH0312;SPC MS E     -   100,676.456   328,476.935   MT  0.99996000   +0 09 00.0
 BH0312;SPC MS E     -   330,302.67  1,077,678.08   sFT  0.99996000   +0 09 00.0
 BH0312;SPC AL W     -    45,673.467   500,363.293   MT  1.00005576   -0 31 29.7
 BH0312;UTM  16      - 3,364,989.764   352,365.082   MT  0.99986889   -0 46 41.1
 BH0312
 BH0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0312!SPC MS E     -   1.00000339  x   0.99996000  =   0.99996339
 BH0312!SPC AL W     -   1.00000339  x   1.00005576  =   1.00005915
 BH0312!UTM  16      -   1.00000339  x   0.99986889  =   0.99987228
 BH0312
 BH0312:                Primary Azimuth Mark                     Grid Az
 BH0312:SPC MS E     -  MOSS POINT RESET                         028 22 19.9
 BH0312:SPC AL W     -  MOSS POINT RESET                         029 02 49.6
 BH0312:UTM  16      -  MOSS POINT RESET                         029 18 01.0
 BH0312
 BH0312|---------------------------------------------------------------------|
 BH0312| PID    Reference Object                     Distance      Geod. Az  |
 BH0312|                                                           dddmmss.s |
 BH0312| BH3172 MOSS POINT RESET                    APPROX. 0.5 KM 0283119.9 |
 BH0312| BH2217 EDWARDS                             141.962 METERS 19201     |
 BH0312|---------------------------------------------------------------------|
 BH0312
 BH0312                          SUPERSEDED SURVEY CONTROL
 BH0312
 BH0312  NAD 83(1993)-  30 24 28.51275(N)    088 32 13.05086(W) AD(       ) 2
 BH0312  NAD 83(1986)-  30 24 28.52910(N)    088 32 13.04755(W) AD(       ) 2
 BH0312  NAD 27      -  30 24 27.80700(N)    088 32 12.98800(W) AD(       ) 2
 BH0312  NGVD 29 (??/??/??)    6.681  (m)           21.92   (f) ADJUSTED    2 2
 BH0312
 BH0312.Superseded values are not recommended for survey control.
 BH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0312.See file dsdata.txt to determine how the superseded data were derived.
 BH0312
 BH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU5236564990(NAD 83)
 BH0312_MARKER: DS = TRIANGULATION STATION DISK
 BH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0312_STAMPING: JACKSON 1921
 BH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0312+STABILITY: SURFACE MOTION
 BH0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0312+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2007
 BH0312
 BH0312  HISTORY     - Date     Condition        Report By
 BH0312  HISTORY     - 1921     MONUMENTED       CGS
 BH0312  HISTORY     - 1930     GOOD             CGS
 BH0312  HISTORY     - 1959     GOOD             CGS
 BH0312  HISTORY     - 1968     GOOD             MSHD
 BH0312  HISTORY     - 1973     GOOD             MSHD
 BH0312  HISTORY     - 1973     GOOD             MSHD
 BH0312  HISTORY     - 20040327 GOOD             USPSQD
 BH0312  HISTORY     - 20071204 GOOD             LOWE
 BH0312
 BH0312                          STATION DESCRIPTION
 BH0312
 BH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH0312'STATION IS 1/2 MILE S OF A AND M DEPOT AT MOSS POINT ON THE W (LEFT)
 BH0312'SIDE OF TRACK.  ON THE EXTENSION OF FORWARD TANGENCY W (LEFT)
 BH0312'RAIL, OF FIRST CURVE S OF A AND M DEPOT, 1-1/2 METERS NE OF NE CORNER
 BH0312'OF AMY LETTS PROPERTY, 5.250 METERS OR 17.22 FEET W OF W AND
 BH0312'NEAREST RAIL.
 BH0312'
 BH0312'REFERENCE MARK ON OPPOSITE SIDE OF TRACK NEAR FENCE LINE.
 BH0312'
 BH0312'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0312'SET IN CONCRETE.
 BH0312
 BH0312                          STATION RECOVERY (1930)
 BH0312
 BH0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH0312'RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 BH0312
 BH0312                          STATION RECOVERY (1959)
 BH0312
 BH0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH0312'STATION RECOVERED IN GOOD CONDITION.  THE R.M. COULD NOT BE FOUND.
 BH0312'DESCRIPTION IS OBSOLETE.
 BH0312'
 BH0312'STATION IS LOCATED IN MOSS POINT AT THE INTERSECTION OF ELY ST. AND
 BH0312'THE MISS. EXPORT RAILROAD, IN A PATCH OF WOODS ALONG THE WEST SIDE OF
 BH0312'THE TRACK, 140 FT SOUTH OF THE ABOVE INTERSECTION AND 17.2 FT WEST OF
 BH0312'THE WEST RAIL.
 BH0312'
 BH0312'A STANDARD DISK STAMPED JACKSON 1921, IN TOP OF A CONCRETE MONUMENT
 BH0312'PROJECTING 2 INCHES.
 BH0312
 BH0312                          STATION RECOVERY (1968)
 BH0312
 BH0312'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 (HBT)
 BH0312'THE STATION WAS VISITED 5-31-68 AND THE STATION MARK, REFERENCE MARK,
 BH0312'NO. 1 WERE FOUND IN GOOD CONDITION.
 BH0312'
 BH0312'THE STATION IS LOCATED 0.3 MILE SOUTH SOUTHEAST OF THE APPROXIMATE
 BH0312'CENTER OF MOSS POINT ON THE WEST RIGHT-OF-WAY OF THE MISSISSIPPI
 BH0312'EXPORT RAILROAD.  IT IS 159 FEET SOUTH SOUTHWEST OF THE CENTER OF THE
 BH0312'CROSSING OF THE MISSISSIPPI EXPORT RAILROAD WITH ELY STREET, 17
 BH0312'FEET WEST OF THE WEST RAIL, 147 FEET SOUTHWEST OF A POWER LINE POLE
 BH0312'WITH A LAMP ON IT, 32 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 BH0312'FRAME HOUSE, 72.5 FEET NORTH OF A FENCE CORNER, 78.5 FEET WEST
 BH0312'NORTHWEST OF A 48 INCH OAK ON OPPOSITE SIDE OF THE TRACK, 36 FEET
 BH0312'SOUTH SOUTHEAST OF A 12 INCH PECAN AND 1 FOOT WEST OF A METAL
 BH0312'WITNESS POST.
 BH0312'
 BH0312'IT IS A STANDARD TRIANGULATION DISK, STAMPED JACKSON 1921 PROJECTING
 BH0312'2 INCHES.
 BH0312'
 BH0312'REFERENCE MARK NO. 1 IS 37.73 FEET EAST OF THE STATION.  IT IS 156
 BH0312'FEET SOUTH OF THE CENTER OF ELY STREET, 15 FEET EAST OF THE EAST
 BH0312'RAIL, 136 FEET SOUTH SOUTHEAST OF A POWER LINE POLE WITH A LAMP ON
 BH0312'IT, 45.5 FEET NORTHWEST OF A 40 INCH OAK, 104 FEET NORTHWEST OF THE
 BH0312'NORTHWEST CORNER OF A FRAME HOUSE AND 1 FOOT NORTHEAST OF A METAL
 BH0312'WITNESS POST.  IT IS A STANDARD DISK, STAMPED JACKSON 1921
 BH0312'FLUSH WITH THE GROUND.
 BH0312'
 BH0312'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOSS POINT GO SOUTH
 BH0312'SOUTHWEST ON MISSISSIPPI HIGHWAY 63 FOR 0.45 MILE TO ELY STREET ON
 BH0312'THE LEFT.  TURN LEFT (EAST) AND CONTINUE ON ELY STREET FOR 0.15 MILE
 BH0312'TO THE CROSSING OF THE MISSISSIPPI EXPORT RAILROAD AND THE MARK ON
 BH0312'THE RIGHT AS DESCRIBED.
 BH0312'
 BH0312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.3 MILE SOUTH
 BH0312'SOUTHEAST OF MOSS POINT
 BH0312
 BH0312                          STATION RECOVERY (1973)
 BH0312
 BH0312'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (RLW)
 BH0312'THE STATION WAS VISITED 10-4-73 AND THE STATION MARK AND RM NO 1 WERE
 BH0312'FOUND IN GOOD CONDITION.
 BH0312'
 BH0312'THE STATION IS LOCATED 0.45 MILE SOUTH OF THE CENTER OF THE BUSINESS
 BH0312'DISTRICT AT MOSS POINT ON THE WEST ROW OF THE MISSISSIPPI
 BH0312'EXPORT RAILROAD TRACK, 0.1 MILE SW OF THE MOSS POINT ELEMENTARY
 BH0312'SCHOOL.  IT IS 159 FEET SSW OF THE CENTER OF THE CROSSING OF THE
 BH0312'MISSISSIPPI EXPORT RAILROAD TRACK AND ELY STREET, 17 FEET WEST OF THE
 BH0312'WEST RAIL, 38 FEET SE OF THE NE CORNER OF A FRAME HOUSE, 23.5 FEET
 BH0312'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 30 FEET
 BH0312'EAST OF THE EAST OF THE EAST WALL OF THE HOUSE, 147 FEET SOUTH OF A
 BH0312'POWER POLE WITH A LAMP, 72.5 FEET NORTH OF A FENCE CORNER, 78.5 FEET
 BH0312'NW AND ACROSS THE TRACK FROM A 48 INCH OAK, 36 FEET SSE OF A 12 INCH
 BH0312'PECAN, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 1 FOOT BELOW THE
 BH0312'LEVEL OF THE TRACK.
 BH0312'
 BH0312'IT IS A TRIANGULATION DISK, STAMPED JACKSON 1921 PROJECTING 4 INCHES.
 BH0312'
 BH0312'REFERENCE MARK NO 1 IS 37.73 FEET EAST OF THE STATION.  IT IS 15 FEET
 BH0312'EAST OF THE EAST RAIL, 156 FEET SOUTH OF THE CENTER OF ELY
 BH0312'STREET, 71 FEET ESE AND ACROSS THE TRACK FROM THE NE CORNER OF A
 BH0312'FRAME HOUSE, 22 FEET SOUTH OF THE PROJECTED PLANE OF THE
 BH0312'NORTH WALL OF THE HOUSE, 67.5 FEET EAST OF THE EAST WALL OF THE
 BH0312'HOUSE, 104 FEET NW OF THE NW CORNER OF A FRAME HOUSE, 136 FEET
 BH0312'SOUTH OF A POWER POLE WITH A LAMP ON IT, 45.5 FEET NW OF A 48 INCH
 BH0312'OAK, 1 FOOT NE OF A METAL WITNESS POST ABOUT LEVEL WITH THE TRACK AND
 BH0312'IS FLUSH WITH THE GROUND.  IT IS A REFERENCE MARK DISK, STAMPED
 BH0312'JACKSON 1921.
 BH0312'
 BH0312'TO REACH THE STATION FROM THE PASCAGOULA MOSS POINT BANK IN MOSS
 BH0312'POINT GO NORTH ON MAIN STREET (HIGHWAY 63) FOR 0.4 MILE TO ELY STREET
 BH0312'ON THE LEFT.  TURN LEFT AND GO EAST ON ELY STREET FOR 0.15 MILE TO A
 BH0312'RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 BH0312'
 BH0312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.45 MILE SOUTH OF
 BH0312'MOSS POINT
 BH0312
 BH0312                          STATION RECOVERY (1973)
 BH0312
 BH0312'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0312'0.45 MI S FROM MOSS POINT.
 BH0312'THE MARK IS LOCATED 0.45 MILE SOUTH OF THE CENTER OF THE BUSINESS
 BH0312'DISTRICT AT MOSS POINT ON THE WEST ROW OF THE MISSISSIPPI EXPORT
 BH0312'RAILROAD TRACK, 0.1 MILE SW OF THE MOSS POINT ELEMENTARY SCHOOL.  IT
 BH0312'IS 159 FEET SSW OF THE CENTER OF THE RAILROAD CROSSING, 17 FEET WEST
 BH0312'OF THE WEST RAIL, 38 FEET SE OF THE NE CORNER OF A FRAME HOUSE, 23.5
 BH0312'FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 30
 BH0312'FEET EAST OF THE EAST WALL OF THE HOUSE, 147 FEET SOUTH OF A POWER
 BH0312'POLE WITH A LAMP, 72.5 FEET NORTH OF A FENCE CORNER, 78.5 FEET NW AND
 BH0312'ACROSS THE TRACK FROM A 48 INCH OAK, 36 FEET SSE OF A 12 INCH PECAN, 1
 BH0312'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH SQUARE
 BH0312'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND PROJECTS 4
 BH0312'INCHES.  TO REACH FROM THE PASCAGOULA MOSS POINT BANK IN MOSS POINT GO
 BH0312'SOUTH ON MAIN STREET (HIGHWAY 63) FOR 0.4 MILE TO ELY STREET ON THE
 BH0312'LEFT.  TURN LEFT AND GO EAST ON ELY STREET FOR 0.15 MILE TO A RAILROAD
 BH0312'CROSSING AND THE MARK ON THE RIGHT.
 BH0312
 BH0312                          STATION RECOVERY (2004)
 BH0312
 BH0312'RECOVERY NOTE BY US POWER SQUADRON 2004 (CK)
 BH0312'RECOVERED IN GOOD CONDITION.
 BH0312
 BH0312                          STATION RECOVERY (2007)
 BH0312
 BH0312'RECOVERY NOTE BY LOWE ENGINEERS 2007 (RW)
 BH0312'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3460 ***********************************************************************
 CP3460  DESIGNATION -  JACKSON BASE STATION
 CP3460  PID         -  CP3460
 CP3460  STATE/COUNTY-  MS/HINDS
 CP3460  USGS QUAD   -  JACKSON (1998)
 CP3460
 CP3460                         *CURRENT SURVEY CONTROL
 CP3460  ___________________________________________________________________
 CP3460* NAD 83(2007)-  32 20 20.29081(N)    090 08 42.44030(W)     ADJUSTED  
 CP3460* NAVD 88     -       147.0    (meters)     482.     (feet)  GPS OBS   
 CP3460  ___________________________________________________________________
 CP3460  EPOCH DATE  -        2002.00
 CP3460  X           -     -13,662.616 (meters)                     COMP
 CP3460  Y           -  -5,394,129.833 (meters)                     COMP
 CP3460  Z           -   3,392,313.469 (meters)                     COMP
 CP3460  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CP3460  ELLIP HEIGHT-         120.539 (meters)          (02/10/07) ADJUSTED
 CP3460  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CP3460
 CP3460  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP3460  Type    PID    Designation                      North   East  Ellip
 CP3460  -------------------------------------------------------------------
 CP3460  NETWORK CP3460 JACKSON BASE STATION              1.16   1.18   5.19
 CP3460  -------------------------------------------------------------------
 CP3460
 CP3460.The horizontal coordinates were established by GPS observations
 CP3460.and adjusted by the National Geodetic Survey in February 2007.
 CP3460
 CP3460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP3460.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP3460.The horizontal coordinates are valid at the epoch date displayed above.
 CP3460.The epoch date for horizontal control is a decimal equivalence
 CP3460.of Year/Month/Day.
 CP3460
 CP3460.The orthometric height was determined by GPS observations and a
 CP3460.high-resolution geoid model.
 CP3460
 CP3460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP3460
 CP3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3460
 CP3460.The ellipsoidal height was determined by GPS observations
 CP3460.and is referenced to NAD 83.
 CP3460
 CP3460.The geoid height was determined by GEOID03.
 CP3460
 CP3460;                    North         East     Units Scale Factor Converg.
 CP3460;SPC MS W     -   314,751.260   717,718.039   MT  0.99995387   +0 06 02.4
 CP3460;SPC MS W     - 1,032,646.43  2,354,713.27   sFT  0.99995387   +0 06 02.4
 CP3460;UTM  15      - 3,581,591.817   768,709.585   MT  1.00049051   +1 31 41.0
 CP3460
 CP3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3460!SPC MS W     -   0.99998107  x   0.99995387  =   0.99993495
 CP3460!UTM  15      -   0.99998107  x   1.00049051  =   1.00047157
 CP3460
 CP3460                          SUPERSEDED SURVEY CONTROL
 CP3460
 CP3460  ELLIP H (04/15/02)  120.503  (m)                       GP(       ) 4 2
 CP3460  NAD 83(1993)-  32 20 20.30527(N)    090 08 42.43666(W) AD(       ) 1
 CP3460  NAD 83(1993)-  32 20 20.29064(N)    090 08 42.44038(W) AD(       ) 1
 CP3460  ELLIP H (01/12/94)  120.635  (m)                       GP(       ) 4 2
 CP3460
 CP3460.Superseded values are not recommended for survey control.
 CP3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3460.See file dsdata.txt to determine how the superseded data were derived.
 CP3460
 CP3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6871081592(NAD 83)
 CP3460_MARKER: Z = SEE DESCRIPTION
 CP3460_SETTING: 0 = UNSPECIFIED SETTING
 CP3460_STAMPING: GPS BASE STATION
 CP3460_MARK LOGO: MSDEQ 
 CP3460_MAGNETIC: P = MARKER IS A STEEL PIPE
 CP3460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3460+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CP3460
 CP3460  HISTORY     - Date     Condition        Report By
 CP3460  HISTORY     - 1993     MONUMENTED       MSDEQ
 CP3460
 CP3460                          STATION DESCRIPTION
 CP3460
 CP3460'DESCRIBED BY MS DEPT OF ENV QUAL 1993
 CP3460'LOCATED ABOUT 3 MI (4.8 KM) NORTHEAST OF DOWNTOWN JACKSON MISSISSIPPI,
 CP3460'ON THE ROOF OF THE UNIVERSITY EDUCATION AND RESEARCH CENTER BUILDING
 CP3460'ON STATE PROPERTY.  SEE MAINTENANCE SUPERVISOR FOR ACCESS.
 CP3460'TO REACH FROM THE CENTER OF STATE HIGHWAY 25 OVERPASS AT INTERSTATE
 CP3460'HIGHWAY 55 NORTH, GO NORTHEAST ON STATE HIGHWAY 25 (LAKELAND DRIVE)
 CP3460'FOR 1.2 MI (1.9 KM) TO RIDGEWOOD ROAD, TURN LEFT AND GO NORTH ON
 CP3460'RIDGEWOOD ROAD FOR 0.3 MI (0.5 KM) TO ENTRANCE TO THE MISSISSIPPI
 CP3460'EDUCATION RESEARCH CENTER ON THE LEFT.
 CP3460'THE STATION IS A 1-INCH PIPE SET NEAR THE CENTER OF A BUILDING COLUMN
 CP3460'ON THE SOUTH SIDE OF THE ROOF OF THE 11 STORY BUILDING, 57 FT
 CP3460'(17.4 M) FROM THE NORTHWEST CORNER OF THE ROOF AND 21 FT (6.4 M) FROM
 CP3460'A SMALL VENTILATOR IN THE CENTER OF THE ROOF.  A SMALL RECTANGULAR
 CP3460'ALUMINUM PLATE READS MISSISSIPPI DEPT. OF ENVIRONMENTAL QUALITY, GPA
 CP3460'BASE STATION, DO NOT DISTURB.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AJ7791 ***********************************************************************
 AJ7791  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7791  CBN         -  This is a Cooperative Base Network Control Station.
 AJ7791  DESIGNATION -  JACKSON CAMP
 AJ7791  PID         -  AJ7791
 AJ7791  STATE/COUNTY-  MS/WILKINSON
 AJ7791  USGS QUAD   -  LAKE MARY (1965)
 AJ7791
 AJ7791                         *CURRENT SURVEY CONTROL
 AJ7791  ___________________________________________________________________
 AJ7791* NAD 83(2007)-  31 13 06.65415(N)    091 30 41.12637(W)     ADJUSTED  
 AJ7791* NAVD 88     -        16.50   (meters)      54.1    (feet)  GPS OBS   
 AJ7791  ___________________________________________________________________
 AJ7791  EPOCH DATE  -        2002.00
 AJ7791  X           -    -144,000.296 (meters)                     COMP
 AJ7791  Y           -  -5,457,565.437 (meters)                     COMP
 AJ7791  Z           -   3,286,630.936 (meters)                     COMP
 AJ7791  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AJ7791  ELLIP HEIGHT-         -10.373 (meters)          (02/10/07) ADJUSTED
 AJ7791  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AJ7791
 AJ7791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ7791  Type    PID    Designation                      North   East  Ellip
 AJ7791  -------------------------------------------------------------------
 AJ7791  NETWORK AJ7791 JACKSON CAMP                      0.39   0.37   0.90
 AJ7791  -------------------------------------------------------------------
 AJ7791
 AJ7791.The horizontal coordinates were established by GPS observations
 AJ7791.and adjusted by the National Geodetic Survey in February 2007.
 AJ7791
 AJ7791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ7791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ7791.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7791.The epoch date for horizontal control is a decimal equivalence
 AJ7791.of Year/Month/Day.
 AJ7791
 AJ7791.The orthometric height was determined by GPS observations and a
 AJ7791.high-resolution geoid model.
 AJ7791.The orthometric height was determined by GPS observations and a
 AJ7791.high-resolution geoid model using precise GPS observation and
 AJ7791.processing techniques.
 AJ7791
 AJ7791.Photographs are available for this station.
 AJ7791
 AJ7791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7791
 AJ7791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7791
 AJ7791.The ellipsoidal height was determined by GPS observations
 AJ7791.and is referenced to NAD 83.
 AJ7791
 AJ7791.The geoid height was determined by GEOID03.
 AJ7791
 AJ7791;                    North         East     Units Scale Factor Converg.
 AJ7791;SPC MS W     -   191,100.780   587,746.623   MT  1.00010537   -0 36 38.4
 AJ7791;SPC MS W     -   626,969.81  1,928,298.71   sFT  1.00010537   -0 36 38.4
 AJ7791;UTM  15      - 3,454,774.097   641,790.846   MT  0.99984798   +0 46 18.0
 AJ7791
 AJ7791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7791!SPC MS W     -   1.00000163  x   1.00010537  =   1.00010700
 AJ7791!UTM  15      -   1.00000163  x   0.99984798  =   0.99984961
 AJ7791
 AJ7791                          SUPERSEDED SURVEY CONTROL
 AJ7791
 AJ7791  NAD 83(1993)-  31 13 06.65410(N)    091 30 41.12627(W) AD(       ) B
 AJ7791  ELLIP H (12/29/04)  -10.377  (m)                       GP(       ) 4 1
 AJ7791  ELLIP H (04/15/02)  -10.355  (m)                       GP(       ) 4 2
 AJ7791  NAD 83(1993)-  31 13 06.65334(N)    091 30 41.12568(W) AD(       ) B
 AJ7791  ELLIP H (02/15/02)  -10.357  (m)                       GP(       ) 4 1
 AJ7791
 AJ7791.Superseded values are not recommended for survey control.
 AJ7791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7791.See file dsdata.txt to determine how the superseded data were derived.
 AJ7791
 AJ7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ4179154774(NAD 83)
 AJ7791_MARKER: DD = SURVEY DISK
 AJ7791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7791_STAMPING: JACKSON 2000
 AJ7791_MARK LOGO: NGS   
 AJ7791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7791+STABILITY: SURFACE MOTION
 AJ7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7791+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 AJ7791
 AJ7791  HISTORY     - Date     Condition        Report By
 AJ7791  HISTORY     - 2000     MONUMENTED       MSHD
 AJ7791  HISTORY     - 20020723 GOOD             PYBURN
 AJ7791  HISTORY     - 2003     GOOD             PYBURN
 AJ7791  HISTORY     - 20030409 GOOD             3001
 AJ7791
 AJ7791                          STATION DESCRIPTION
 AJ7791
 AJ7791'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 AJ7791'STATION IN LOCATED IN SOUTHWEST MISSISSIPPI, ABOUT 16 MILES (25.7 KM)
 AJ7791'NORTHWEST OF WOODVILLE.  THE STATION MARK IS A DISK SET IN A CONCRETE
 AJ7791'MONUMENT IN THE FRONT YARD OF A SEASONAL CAMP ON THE SOUTH BANK OF THE
 AJ7791'HOMOCHITTO RIVER JUST EAST OF ITS OUTLET INTO LAKE MARK.  IT IS 26 FT
 AJ7791'(7.9 M) NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD (LAKE MARY ROAD),
 AJ7791'39.4 FT (12.0 M) NORTHEAST OF A WATER METER, 75.0 FT (22.9 M)
 AJ7791'SOUTHEAST OF THE EAST (AND CLOSEST) CORNER OF THE RAISED CABIN, 63.6
 AJ7791'FT (19.4 M) SOUTH OF AN ELECTRICAL SERVICE POLE, AND 64.0 FT (19.5 M)
 AJ7791'WSW OF ANOTHER WATER METER ACROSS THE GRAVEL DRIVEWAY.  TO REACH THE
 AJ7791'STATION FROM THE INTERSECTION OF ROUTE 24 AND US HIGHWAY 61 IN
 AJ7791'WOODVILLE, DRIVE WEST ON RTE 24 FOR 15 MILES (24.1 KM) TO A GRAVEL
 AJ7791'ROAD (LAKE MARY ROAD) RIGHT.  TURN RIGHT AND CONTINUE 0.4 MILES (0.6
 AJ7791'KM) TO A T INTERSECTION.  TURN RIGHT AGAIN AND PROCEED ANOTHER 0.4
 AJ7791'MILES (0.6 KM) TO A SECOND T INTERSECTION.  TURN LEFT AND DRIVE 5.8
 AJ7791'MILES (9.3 KM) WESTERLY, THEN NORTH, THEN EASTERLY TO THE MARK ON THE
 AJ7791'LEFT IN FRONT OF THE JACKSON FAMILY CAMP (SHARECROPPERS SHACK CAMP
 AJ7791'HOUSE).  PERMISSION IS GRANTED TO ACCESS THE MARK PROVIDED THAT NO
 AJ7791'TRASH OR RIBBON BE LEFT ON THE SITE.
 AJ7791
 AJ7791                          STATION RECOVERY (2002)
 AJ7791
 AJ7791'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 AJ7791'RECOVERED AS DESCRIBED
 AJ7791'IPYBURN
 AJ7791'
 AJ7791
 AJ7791                          STATION RECOVERY (2003)
 AJ7791
 AJ7791'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2003 (RC)
 AJ7791'RECOVERED AS DESCRIBED IPYBURN
 AJ7791
 AJ7791                          STATION RECOVERY (2003)
 AJ7791
 AJ7791'RECOVERY NOTE BY 3001, INC 2003 (KD)
 AJ7791'THE STATION IS LOCATED IN LAKE MARY, 9.2 MILES NNE OF FT. ADAMS, 6.2
 AJ7791'MILES NORTHWEST OF  LESSLEY, AND 12.9 MILES SOUTHWEST OF SIBLEY. IT IS
 AJ7791'IN THE SHARECROPPERS SHACK CAMP YARD  6.6 MILES ON LAKE MARY RD.
 AJ7791' 
 AJ7791'OWNERSHIP UNKNOWN
 AJ7791' 
 AJ7791'TO REACH THE STATION FROM THE INTERSECTION OF SR 24 AND HWY 61 IN
 AJ7791'WOODVILLE DRIVE WEST  ON SR24 FOR 15 MILES TO GRAVEL ROAD ( LAKE MARY
 AJ7791'RD) ON NORTH SIDE OF SR 24. TURN RIGHT  AND CONTINUE 0.4 MILES TO AN
 AJ7791'INTERSECTION. TURN RIGHT AGAIN AND PROCEED ANOTHER  0.4  MILES TO A
 AJ7791'SECOND INTERSECTION. TURN LEFT AND DRIVE 5.8 MILES TO THE MARK ON THE
 AJ7791'LEFT IN  FRONT OF JACKSON FAMILY CAMP (SHARECROPPERS SHACK)
 AJ7791' 
 AJ7791'THE STATION IS A BRASS DISK SET IN CONCRETE LEVEL WITH THE GROUND. IT
 AJ7791'IS LOCATED 26 FT.  NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, 39.4
 AJ7791'FT NORTHEAST OF A WATER METER,  75FT. SOUTHEAST OF THE EST AND CLOSEST
 AJ7791'CORNER OF THE RAISED CABIN, 63.6 FT. SOUTH OF AN  ELECTRICAL SERVICE
 AJ7791'POLE, AND 64 FEET WEST SOUTH WEST OF ANOTHER WATER METER ACROSS  THE
 AJ7791'GRAVEL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2704 ***********************************************************************
 CP2704  DESIGNATION -  JACKSON CBL 00
 CP2704  PID         -  CP2704
 CP2704  STATE/COUNTY-  MS/HINDS
 CP2704  USGS QUAD   -  EDWARDS (1972)
 CP2704
 CP2704                         *CURRENT SURVEY CONTROL
 CP2704  ___________________________________________________________________
 CP2704* NAD 83(1993)-  32 21 43.74151(N)    090 30 20.37554(W)     NO CHECK  
 CP2704* NAVD 88     -        62.527  (meters)     205.14   (feet)  ADJUSTED  
 CP2704  ___________________________________________________________________
 CP2704  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CP2704  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP2704  DYNAMIC HT  -          62.455 (meters)     204.90  (feet)  COMP
 CP2704  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CP2704
 CP2704  HORZ ORDER  -  THIRD
 CP2704  VERT ORDER  -  FIRST     CLASS II
 CP2704
 CP2704.The horizontal coordinates were established by classical geodetic methods
 CP2704.and adjusted by the National Geodetic Survey in May 1994.
 CP2704.No horizontal observational check was made to the station.
 CP2704
 CP2704.The orthometric height was determined by differential leveling
 CP2704.and adjusted in July 1994.
 CP2704
 CP2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2704
 CP2704.The geoid height was determined by GEOID03.
 CP2704
 CP2704.The dynamic height is computed by dividing the NAVD 88
 CP2704.geopotential number by the normal gravity value computed on the
 CP2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2704.degrees latitude (g = 980.6199 gals.).
 CP2704
 CP2704.The modeled gravity was interpolated from observed gravity values.
 CP2704
 CP2704;                    North         East     Units Scale Factor Converg.
 CP2704;SPC MS W     -   317,319.202   683,781.454   MT  0.99995324   -0 05 32.1
 CP2704;SPC MS W     - 1,041,071.42  2,243,372.99   sFT  0.99995324   -0 05 32.1
 CP2704;UTM  15      - 3,583,314.165   734,704.892   MT  1.00027936   +1 20 08.7
 CP2704
 CP2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2704!SPC MS W     -   0.99999435  x   0.99995324  =   0.99994759
 CP2704!UTM  15      -   0.99999435  x   1.00027936  =   1.00027371
 CP2704
 CP2704                          SUPERSEDED SURVEY CONTROL
 CP2704
 CP2704  NAD 83(1986)-  32 21 43.75553(N)    090 30 20.37090(W) AD(       ) 3
 CP2704  NAD 27      -  32 21 43.23344(N)    090 30 20.02376(W) AD(       ) 3
 CP2704  NGVD 29 (07/19/86)   62.59   (m)          205.3    (f) LEVELING    3  
 CP2704
 CP2704.Superseded values are not recommended for survey control.
 CP2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2704.See file dsdata.txt to determine how the superseded data were derived.
 CP2704
 CP2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3470583314(NAD 83)
 CP2704_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2704_SP_SET: CONCRETE POST
 CP2704_MARK LOGO: NGS   
 CP2704_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2704+STABILITY: SURFACE MOTION
 CP2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2704+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP2704
 CP2704  HISTORY     - Date     Condition        Report By
 CP2704  HISTORY     - UNK      MONUMENTED       NGS
 CP2704  HISTORY     - 19920610 GOOD             NGS
 CP2704
 CP2704                          STATION DESCRIPTION
 CP2704
 CP2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP2704'24.3 KM (15.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2704'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 0.2 KM (0.10 MI)
 CP2704'EAST OF THE INTERSECTION OF PLEASANT HILL ROAD, 25.6 M (84.0 FT) NORTH
 CP2704'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.9 M
 CP2704'(16.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF A FRONTAGE ROAD,
 CP2704'1.6 M (5.2 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 CP2704'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  THE DISK IS
 CP2704'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3413 ***********************************************************************
 CP3413  DESIGNATION -  JACKSON CBL 100
 CP3413  PID         -  CP3413
 CP3413  STATE/COUNTY-  MS/HINDS
 CP3413  USGS QUAD   -  EDWARDS (1972)
 CP3413
 CP3413                         *CURRENT SURVEY CONTROL
 CP3413  ___________________________________________________________________
 CP3413* NAD 83(1986)-  32 21 44.     (N)    090 30 19.     (W)     SCALED    
 CP3413* NAVD 88     -        62.241  (meters)     204.20   (feet)  ADJUSTED  
 CP3413  ___________________________________________________________________
 CP3413  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP3413  DYNAMIC HT  -          62.169 (meters)     203.97  (feet)  COMP
 CP3413  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CP3413
 CP3413  VERT ORDER  -  FIRST     CLASS II
 CP3413
 CP3413.The horizontal coordinates were scaled from a topographic map and have
 CP3413.an estimated accuracy of +/- 6 seconds.
 CP3413
 CP3413.The orthometric height was determined by differential leveling
 CP3413.and adjusted in July 1994.
 CP3413
 CP3413.The geoid height was determined by GEOID03.
 CP3413
 CP3413.The dynamic height is computed by dividing the NAVD 88
 CP3413.geopotential number by the normal gravity value computed on the
 CP3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3413.degrees latitude (g = 980.6199 gals.).
 CP3413
 CP3413.The modeled gravity was interpolated from observed gravity values.
 CP3413
 CP3413;                    North         East    Units  Estimated Accuracy
 CP3413;SPC MS W     -   317,330.      683,820.      MT  (+/- 180 meters Scaled)
 CP3413
 CP3413                          SUPERSEDED SURVEY CONTROL
 CP3413
 CP3413.No superseded survey control is available for this station.
 CP3413
 CP3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR347833(NAD 83)
 CP3413_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3413_SP_SET: CONCRETE POST
 CP3413_STAMPING: 100.00 FEET
 CP3413_MARK LOGO: NGS   
 CP3413_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3413+STABILITY: SURFACE MOTION
 CP3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3413+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP3413
 CP3413  HISTORY     - Date     Condition        Report By
 CP3413  HISTORY     - UNK      MONUMENTED       NGS
 CP3413  HISTORY     - 19920610 GOOD             NGS
 CP3413
 CP3413                          STATION DESCRIPTION
 CP3413
 CP3413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3413'24.3 KM (15.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3413'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 0.2 KM (0.10 MI)
 CP3413'EAST OF THE INTERSECTION OF PLEASANT HILL ROAD, 25.9 M (85.0 FT) NORTH
 CP3413'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 30.5 M
 CP3413'(100.1 FT) EAST OF BENCH MARK JACKSON BL STA 00, 5.1 M (16.7 FT)
 CP3413'SOUTH OF AND LEVEL WITH THE CENTERLINE OF A FRONTAGE ROAD, 1.6 M
 CP3413'(5.2 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST,
 CP3413'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 CP3413'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2689 ***********************************************************************
 CP2689  DESIGNATION -  JACKSON CBL 1459
 CP2689  PID         -  CP2689
 CP2689  STATE/COUNTY-  MS/HINDS
 CP2689  USGS QUAD   -  RAYMOND (1980)
 CP2689
 CP2689                         *CURRENT SURVEY CONTROL
 CP2689  ___________________________________________________________________
 CP2689* NAD 83(1993)-  32 21 44.73799(N)    090 29 24.55436(W)     NO CHECK  
 CP2689* NAVD 88     -        66.643  (meters)     218.64   (feet)  ADJUSTED  
 CP2689  ___________________________________________________________________
 CP2689  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CP2689  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP2689  DYNAMIC HT  -          66.566 (meters)     218.39  (feet)  COMP
 CP2689  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CP2689
 CP2689  HORZ ORDER  -  THIRD
 CP2689  VERT ORDER  -  FIRST     CLASS II
 CP2689
 CP2689.The horizontal coordinates were established by classical geodetic methods
 CP2689.and adjusted by the National Geodetic Survey in May 1994.
 CP2689.No horizontal observational check was made to the station.
 CP2689
 CP2689.The orthometric height was determined by differential leveling
 CP2689.and adjusted in July 1994.
 CP2689
 CP2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2689
 CP2689.The geoid height was determined by GEOID03.
 CP2689
 CP2689.The dynamic height is computed by dividing the NAVD 88
 CP2689.geopotential number by the normal gravity value computed on the
 CP2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2689.degrees latitude (g = 980.6199 gals.).
 CP2689
 CP2689.The modeled gravity was interpolated from observed gravity values.
 CP2689
 CP2689;                    North         East     Units Scale Factor Converg.
 CP2689;SPC MS W     -   317,347.652   685,240.840   MT  0.99995269   -0 05 02.2
 CP2689;SPC MS W     - 1,041,164.75  2,248,160.99   sFT  0.99995269   -0 05 02.2
 CP2689;UTM  15      - 3,583,378.996   736,163.598   MT  1.00028783   +1 20 38.7
 CP2689
 CP2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2689!SPC MS W     -   0.99999371  x   0.99995269  =   0.99994640
 CP2689!UTM  15      -   0.99999371  x   1.00028783  =   1.00028154
 CP2689
 CP2689:                Primary Azimuth Mark                     Grid Az
 CP2689:SPC MS W     -  REVIS 2                                  252 44 30.4
 CP2689:UTM  15      -  REVIS 2                                  251 18 49.5
 CP2689
 CP2689|---------------------------------------------------------------------|
 CP2689| PID    Reference Object                     Distance      Geod. Az  |
 CP2689|                                                           dddmmss.s |
 CP2689| CP0409 REVIS 2                             479.063 METERS 2523928.2 |
 CP2689|---------------------------------------------------------------------|
 CP2689
 CP2689                          SUPERSEDED SURVEY CONTROL
 CP2689
 CP2689  NAD 83(1986)-  32 21 44.75220(N)    090 29 24.54973(W) AD(       ) 3
 CP2689  NAD 27      -  32 21 44.22976(N)    090 29 24.20409(W) AD(       ) 3
 CP2689  NGVD 29 (07/19/86)   66.72   (m)          218.9    (f) LEVELING    3  
 CP2689
 CP2689.Superseded values are not recommended for survey control.
 CP2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2689.See file dsdata.txt to determine how the superseded data were derived.
 CP2689
 CP2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR3616483379(NAD 83)
 CP2689_MARKER: DH = HORIZONTAL CONTROL DISK
 CP2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2689_SP_SET: CONCRETE POST
 CP2689_MARK LOGO: NGS   
 CP2689_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2689+STABILITY: SURFACE MOTION
 CP2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2689+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP2689
 CP2689  HISTORY     - Date     Condition        Report By
 CP2689  HISTORY     - UNK      MONUMENTED       NGS
 CP2689  HISTORY     - 19920610 GOOD             NGS
 CP2689
 CP2689                          STATION DESCRIPTION
 CP2689
 CP2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP2689'23.0 KM (14.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP2689'JUNCTION OF U.S. HIGHWAY 18 (EXIT 40) IN JACKSON, 25.8 M (84.6 FT)
 CP2689'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.7 M
 CP2689'(15.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF A FRONTAGE ROAD,
 CP2689'1.5 M (4.9 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 CP2689'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.08 M
 CP2689'(0.26 FT) BELOW THE GROUND SURFACE.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3414 ***********************************************************************
 CP3414  DESIGNATION -  JACKSON CBL 150
 CP3414  PID         -  CP3414
 CP3414  STATE/COUNTY-  MS/HINDS
 CP3414  USGS QUAD   -  EDWARDS (1972)
 CP3414
 CP3414                         *CURRENT SURVEY CONTROL
 CP3414  ___________________________________________________________________
 CP3414* NAD 83(1986)-  32 21 44.     (N)    090 30 12.     (W)     SCALED    
 CP3414* NAVD 88     -        60.814  (meters)     199.52   (feet)  ADJUSTED  
 CP3414  ___________________________________________________________________
 CP3414  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CP3414  DYNAMIC HT  -          60.744 (meters)     199.29  (feet)  COMP
 CP3414  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CP3414
 CP3414  VERT ORDER  -  FIRST     CLASS II
 CP3414
 CP3414.The horizontal coordinates were scaled from a topographic map and have
 CP3414.an estimated accuracy of +/- 6 seconds.
 CP3414
 CP3414.The orthometric height was determined by differential leveling
 CP3414.and adjusted in July 1994.
 CP3414
 CP3414.The geoid height was determined by GEOID03.
 CP3414
 CP3414.The dynamic height is computed by dividing the NAVD 88
 CP3414.geopotential number by the normal gravity value computed on the
 CP3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3414.degrees latitude (g = 980.6199 gals.).
 CP3414
 CP3414.The modeled gravity was interpolated from observed gravity values.
 CP3414
 CP3414;                    North         East    Units  Estimated Accuracy
 CP3414;SPC MS W     -   317,330.      684,000.      MT  (+/- 180 meters Scaled)
 CP3414
 CP3414                          SUPERSEDED SURVEY CONTROL
 CP3414
 CP3414.No superseded survey control is available for this station.
 CP3414
 CP3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR349833(NAD 83)
 CP3414_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3414_SP_SET: CONCRETE POST
 CP3414_MARK LOGO: NGS   
 CP3414_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3414+STABILITY: SURFACE MOTION
 CP3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3414+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP3414
 CP3414  HISTORY     - Date     Condition        Report By
 CP3414  HISTORY     - UNK      MONUMENTED       NGS
 CP3414  HISTORY     - 19920610 GOOD             NGS
 CP3414
 CP3414                          STATION DESCRIPTION
 CP3414
 CP3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3414'24.2 KM (15.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3414'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 25.8 M (84.6 FT)
 CP3414'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.1 M
 CP3414'(16.7 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 1.6 M (5.2 FT)
 CP3414'NORTH OF A WITNESS SIGN AND FENCE, 0.2 M (0.7 FT) BELOW THE LEVEL OF
 CP3414'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  THE
 CP3414'DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3415 ***********************************************************************
 CP3415  DESIGNATION -  JACKSON CBL 800
 CP3415  PID         -  CP3415
 CP3415  STATE/COUNTY-  MS/HINDS
 CP3415  USGS QUAD   -  RAYMOND (1980)
 CP3415
 CP3415                         *CURRENT SURVEY CONTROL
 CP3415  ___________________________________________________________________
 CP3415* NAD 83(1986)-  32 21 45.     (N)    090 29 45.     (W)     SCALED    
 CP3415* NAVD 88     -        60.698  (meters)     199.14   (feet)  ADJUSTED  
 CP3415  ___________________________________________________________________
 CP3415  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CP3415  DYNAMIC HT  -          60.628 (meters)     198.91  (feet)  COMP
 CP3415  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CP3415
 CP3415  VERT ORDER  -  FIRST     CLASS II
 CP3415
 CP3415.The horizontal coordinates were scaled from a topographic map and have
 CP3415.an estimated accuracy of +/- 6 seconds.
 CP3415
 CP3415.The orthometric height was determined by differential leveling
 CP3415.and adjusted in July 1994.
 CP3415
 CP3415.The geoid height was determined by GEOID03.
 CP3415
 CP3415.The dynamic height is computed by dividing the NAVD 88
 CP3415.geopotential number by the normal gravity value computed on the
 CP3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3415.degrees latitude (g = 980.6199 gals.).
 CP3415
 CP3415.The modeled gravity was interpolated from observed gravity values.
 CP3415
 CP3415;                    North         East    Units  Estimated Accuracy
 CP3415;SPC MS W     -   317,360.      684,710.      MT  (+/- 180 meters Scaled)
 CP3415
 CP3415                          SUPERSEDED SURVEY CONTROL
 CP3415
 CP3415.No superseded survey control is available for this station.
 CP3415
 CP3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR356833(NAD 83)
 CP3415_MARKER: DH = HORIZONTAL CONTROL DISK
 CP3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3415_SP_SET: CONCRETE POST
 CP3415_MARK LOGO: NGS   
 CP3415_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3415+STABILITY: SURFACE MOTION
 CP3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3415+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CP3415
 CP3415  HISTORY     - Date     Condition        Report By
 CP3415  HISTORY     - UNK      MONUMENTED       NGS
 CP3415  HISTORY     - 19920610 GOOD             NGS
 CP3415
 CP3415                          STATION DESCRIPTION
 CP3415
 CP3415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3415'23.6 KM (14.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE
 CP3415'JUNCTION OF U.S. HIGHWAY 18 (EXIT 40) IN JACKSON, 26.0 M (85.3 FT)
 CP3415'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.8 M
 CP3415'(15.7 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 2.0 M (6.6 FT)
 CP3415'NORTHEAST OF A WITNESS SIGN ATTACHED TO A FENCE, 0.3 M (1.0 FT) BELOW
 CP3415'THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.04 M (0.13 FT)
 CP3415'BELOW THE GROUND SURFACE.  THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK6712 ***********************************************************************
 DK6712  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6712  DESIGNATION -  JACKSON CORS ARP
 DK6712  CORS_ID     -  MSJK
 DK6712  PID         -  DK6712
 DK6712  STATE/COUNTY-  MS/HINDS
 DK6712  USGS QUAD   -  JACKSON (1998)
 DK6712
 DK6712                         *CURRENT SURVEY CONTROL
 DK6712  ___________________________________________________________________
 DK6712* NAD 83(CORS)-  32 19 37.38077(N)    090 10 52.77614(W)     ADJUSTED  
 DK6712* NAVD 88     -              **(meters)            **(feet)            
 DK6712  ___________________________________________________________________
 DK6712  EPOCH DATE  -        2002.00
 DK6712  X           -     -17,073.240 (meters)                     COMP
 DK6712  Y           -  -5,394,800.140 (meters)                     COMP
 DK6712  Z           -   3,391,179.561 (meters)                     COMP
 DK6712  ELLIP HEIGHT-          88.666 (meters)          (09/??/08) ADJUSTED
 DK6712  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK6712  HORZ ORDER  -  SPECIAL (CORS)
 DK6712  ELLP ORDER  -  SPECIAL (CORS)
 DK6712
 DK6712.ITRF positions are available for this station.
 DK6712.The coordinates were established by GPS observations
 DK6712.and adjusted by the National Geodetic Survey in September 2008.
 DK6712.The coordinates are valid at the epoch date displayed above.
 DK6712.The epoch date for horizontal control is a decimal equivalence
 DK6712.of Year/Month/Day.
 DK6712
 DK6712
 DK6712.The PID for the CORS L1 Phase Center is DK6713.
 DK6712
 DK6712.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6712
 DK6712.The ellipsoidal height was determined by GPS observations
 DK6712.and is referenced to NAD 83.
 DK6712
 DK6712.The geoid height was determined by GEOID03.
 DK6712
 DK6712;                    North         East     Units Scale Factor Converg.
 DK6712;SPC MS W     -   313,424.131   714,311.656   MT  0.99995252   +0 04 52.6
 DK6712;SPC MS W     - 1,028,292.34  2,343,537.49   sFT  0.99995252   +0 04 52.6
 DK6712
 DK6712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6712!SPC MS W     -   0.99998608  x   0.99995252  =   0.99993860
 DK6712
 DK6712                          SUPERSEDED SURVEY CONTROL
 DK6712
 DK6712.No superseded survey control is available for this station.
 DK6712
 DK6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6533680180(NAD 83)
 DK6712_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK6712
 DK6712                          STATION DESCRIPTION
 DK6712
 DK6712'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK6712'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK6712'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK6712'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK6712'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK6712'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK6713 ***********************************************************************
 DK6713  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6713  DESIGNATION -  JACKSON CORS L1 PHASE CENTER
 DK6713  CORS_ID     -  MSJK
 DK6713  PID         -  DK6713
 DK6713  STATE/COUNTY-  MS/HINDS
 DK6713  USGS QUAD   -  JACKSON (1998)
 DK6713
 DK6713                         *CURRENT SURVEY CONTROL
 DK6713  ___________________________________________________________________
 DK6713* NAD 83(CORS)-  32 19 37.38078(N)    090 10 52.77612(W)     ADJUSTED  
 DK6713* NAVD 88     -              **(meters)            **(feet)            
 DK6713  ___________________________________________________________________
 DK6713  EPOCH DATE  -        2002.00
 DK6713  X           -     -17,073.240 (meters)                     COMP
 DK6713  Y           -  -5,394,800.200 (meters)                     COMP
 DK6713  Z           -   3,391,179.599 (meters)                     COMP
 DK6713  ELLIP HEIGHT-          88.738 (meters)          (09/??/08) ADJUSTED
 DK6713  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DK6713  HORZ ORDER  -  SPECIAL (CORS)
 DK6713  ELLP ORDER  -  SPECIAL (CORS)
 DK6713
 DK6713.ITRF positions are available for this station.
 DK6713.The coordinates were established by GPS observations
 DK6713.and adjusted by the National Geodetic Survey in September 2008.
 DK6713.The coordinates are valid at the epoch date displayed above.
 DK6713.The epoch date for horizontal control is a decimal equivalence
 DK6713.of Year/Month/Day.
 DK6713
 DK6713
 DK6713.The PID for the CORS ARP is DK6712.
 DK6713
 DK6713.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6713
 DK6713.The ellipsoidal height was determined by GPS observations
 DK6713.and is referenced to NAD 83.
 DK6713
 DK6713.The geoid height was determined by GEOID03.
 DK6713
 DK6713;                    North         East     Units Scale Factor Converg.
 DK6713;SPC MS W     -   313,424.131   714,311.657   MT  0.99995252   +0 04 52.6
 DK6713;SPC MS W     - 1,028,292.34  2,343,537.49   sFT  0.99995252   +0 04 52.6
 DK6713
 DK6713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6713!SPC MS W     -   0.99998607  x   0.99995252  =   0.99993859
 DK6713
 DK6713                          SUPERSEDED SURVEY CONTROL
 DK6713
 DK6713.No superseded survey control is available for this station.
 DK6713
 DK6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6533680180(NAD 83)
 DK6713_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK6713
 DK6713                          STATION DESCRIPTION
 DK6713
 DK6713'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK6713'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK6713'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK6713'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK6713'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK6713'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2588 ***********************************************************************
 CP2588  DESIGNATION -  JACKSON COUNTY WATER CO TANK
 CP2588  PID         -  CP2588
 CP2588  STATE/COUNTY-  MS/HINDS
 CP2588  USGS QUAD   -  JACKSON (1998)
 CP2588
 CP2588                         *CURRENT SURVEY CONTROL
 CP2588  ___________________________________________________________________
 CP2588* NAD 83(1993)-  32 15 53.36406(N)    090 13 13.97415(W)     ADJUSTED  
 CP2588* NAVD 88     -              **(meters)            **(feet)            
 CP2588  ___________________________________________________________________
 CP2588  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CP2588  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2588  HORZ ORDER  -  THIRD
 CP2588
 CP2588.The horizontal coordinates were established by classical geodetic methods
 CP2588.and adjusted by the National Geodetic Survey in May 1994.
 CP2588
 CP2588
 CP2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2588
 CP2588.The geoid height was determined by GEOID03.
 CP2588
 CP2588;                    North         East     Units Scale Factor Converg.
 CP2588;SPC MS W     -   306,519.446   710,626.131   MT  0.99995139   +0 03 36.8
 CP2588;SPC MS W     - 1,005,639.22  2,331,445.90   sFT  0.99995139   +0 03 36.8
 CP2588;UTM  15      - 3,573,181.745   761,821.166   MT  1.00044544   +1 29 04.6
 CP2588
 CP2588                          SUPERSEDED SURVEY CONTROL
 CP2588
 CP2588  NAD 83(1986)-  32 15 53.37817(N)    090 13 13.96958(W) AD(       ) 4
 CP2588  NAD 27      -  32 15 52.84700(N)    090 13 13.64800(W) AD(       ) 3
 CP2588
 CP2588.Superseded values are not recommended for survey control.
 CP2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2588.See file dsdata.txt to determine how the superseded data were derived.
 CP2588
 CP2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6182173182(NAD 83)
 CP2588_MARKER: 53 = ELEVATED TANK
 CP2588
 CP2588  HISTORY     - Date     Condition        Report By
 CP2588  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2588  HISTORY     - 1957     GOOD             CGS
 CP2588  HISTORY     - 1961     GOOD             MSHD
 CP2588  HISTORY     - 1978     GOOD             MSHD
 CP2588
 CP2588                          STATION DESCRIPTION
 CP2588
 CP2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2588'STATION IS LOCATED ABOUT 5.5 MILES SW OF THE CITY OF JACKSON
 CP2588'AND ABOUT 100 YARDS W OF U.S. HIGHWAY 51.  IT IS A 4-LEGGED
 CP2588'STEEL STRUCTURE THAT IS PAINTED SILVER AND IT IS 155 FEET HIGH.
 CP2588'THE POINT INTERSECTED WAS THE SMALL IRON BALL AT THE APEX
 CP2588'OF THE TANK.
 CP2588'
 CP2588'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN THE CITY
 CP2588'OF JACKSON, GO S ON STATE STREET FOR 0.9 MILE TO THE JUNCTION
 CP2588'OF U.S. HIGHWAYS 49 AND 80, THENCE RIGHT ON HIGHWAY 80 FOR 1.4
 CP2588'MILES TO THE JUNCTION OF U.S. HIGHWAY 51, HERE TURN LEFT ON
 CP2588'U.S. HIGHWAY 51 AND GO 1.7 MILES TO THE TANK ON THE RIGHT AS
 CP2588'DESCRIBED.
 CP2588
 CP2588                          STATION RECOVERY (1957)
 CP2588
 CP2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2588'THE STATION WAS VISITED 2-18-57 AND FOUND IN GOOD CONDITION.
 CP2588'THE DESCRIPTION BY J.C.P. IN 1945 IS ADEQUATE.  NOTE--U.S.
 CP2588'HIGHWAY 51 IN THIS AREA IS NOW CALLED TERRY ROAD.
 CP2588
 CP2588                          STATION RECOVERY (1961)
 CP2588
 CP2588'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2588'THE STATION WAS VISITED 10-13-61 AND FOUND IN GOOD CONDITION.
 CP2588'THE 1945 DESCRIPTION IS ADEQUATE.
 CP2588
 CP2588                          STATION RECOVERY (1978)
 CP2588
 CP2588'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2588'THE STATION SITE WAS VISITED 4-17-78 AND WAS FOUND TO BE STANDING
 CP2588'AND IN GOOD CONDITION.  THE 1945 LOCAL INFORMATION IS CORRECT.
 CP2588'
 CP2588'THE STATION IS LOCATED 3 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP2588'JACKSON ABOUT 100 YARDS WEST OF TERRY ROAD JUST SOUTH OF THE
 CP2588'SOUTHGATE SHOPPING CENTER 0.3 MILE SOUTH OF THE INTERSECTION OF
 CP2588'TERRY AND MCDOWELL ROAD IN THE NORTHWEST 1/4 OF SECTION 20, T 5N,
 CP2588'R 1E.
 CP2588'
 CP2588'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND TERRY ROAD
 CP2588'IN JACKSON GO SOUTH ON TERRY ROAD FOR 1.7 MILES TO THE JUNCTION
 CP2588'OF CEDAR LANE ON THE LEFT AND THE TANK ON THE RIGHT.
 CP2588'
 CP2588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 CP2588'OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2589 ***********************************************************************
 CP2589  DESIGNATION -  JACKSON DELTA COTTON CO TANK
 CP2589  PID         -  CP2589
 CP2589  STATE/COUNTY-  MS/HINDS
 CP2589  USGS QUAD   -  JACKSON (1998)
 CP2589
 CP2589                         *CURRENT SURVEY CONTROL
 CP2589  ___________________________________________________________________
 CP2589* NAD 83(1993)-  32 17 39.96061(N)    090 12 54.94747(W)     ADJUSTED  
 CP2589* NAVD 88     -              **(meters)            **(feet)            
 CP2589  ___________________________________________________________________
 CP2589  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CP2589  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2589  HORZ ORDER  -  THIRD
 CP2589
 CP2589.The horizontal coordinates were established by classical geodetic methods
 CP2589.and adjusted by the National Geodetic Survey in May 1994.
 CP2589
 CP2589
 CP2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2589
 CP2589.The geoid height was determined by GEOID03.
 CP2589
 CP2589;                    North         East     Units Scale Factor Converg.
 CP2589;SPC MS W     -   309,803.341   711,120.466   MT  0.99995152   +0 03 47.1
 CP2589;SPC MS W     - 1,016,413.13  2,333,067.73   sFT  0.99995152   +0 03 47.1
 CP2589;UTM  15      - 3,576,478.549   762,233.888   MT  1.00044810   +1 29 19.1
 CP2589
 CP2589                          SUPERSEDED SURVEY CONTROL
 CP2589
 CP2589  NAD 83(1986)-  32 17 39.97482(N)    090 12 54.94275(W) AD(       ) 4
 CP2589  NAD 27      -  32 17 39.44800(N)    090 12 54.62200(W) AD(       ) 3
 CP2589
 CP2589.Superseded values are not recommended for survey control.
 CP2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2589.See file dsdata.txt to determine how the superseded data were derived.
 CP2589
 CP2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6223476479(NAD 83)
 CP2589_MARKER: 53 = ELEVATED TANK
 CP2589
 CP2589  HISTORY     - Date     Condition        Report By
 CP2589  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2589  HISTORY     - 1957     GOOD             CGS
 CP2589  HISTORY     - 1961     GOOD             MSHD
 CP2589  HISTORY     - 1978     GOOD             MSHD
 CP2589
 CP2589                          STATION DESCRIPTION
 CP2589
 CP2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2589'STATION IS LOCATED IN THE SW SECTION OF JACKSON ON THE S
 CP2589'SIDE OF THE ILLINOIS CENTRAL RAILROAD.  IT IS A CONICAL-SHAPED
 CP2589'WATER TANK SUPPORTED BY FOUR STEEL LEGS, ABOUT 125 FEET HIGH,
 CP2589'PAINTED SILVER WITH THE LEGEND DELTA COTTON OIL CO PAINTED IN
 CP2589'LARGE BLACK LETTERS ON THE N AND S SIDES OF THE TANK.
 CP2589'THE TANK WAS BUILT IN 1932 ON LAND OWNED BY THE DELTA COTTON
 CP2589'COMPANY.
 CP2589'
 CP2589'THE POINT INTERSECTED WAS THE SMALL BALL AT THE APEX OF THE
 CP2589'ROOF.
 CP2589'
 CP2589'TO REACH FROM THE OLD CAPITOL BUILDING IN JACKSON, GO S ON
 CP2589'SOUTH STATE STREET 1.2 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 CP2589'80, TURN RIGHT ON HIGHWAY 80 FOR 1.9 MILES TO A GRAVEL ROAD
 CP2589'RIGHT AND A DRIVE-IN THEATRE ON THE LEFT, TURN RIGHT AND GO
 CP2589'0.5 MILE TO THE TANK ON THE RIGHT.
 CP2589
 CP2589                          STATION RECOVERY (1957)
 CP2589
 CP2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2589'THE STATION WAS VISITED 2-20-57 AND FOUND IN GOOD CONDITION.
 CP2589'THE DESCRIPTION BY J.C.P. IN 1945 IS ADEQUATE.
 CP2589
 CP2589                          STATION RECOVERY (1961)
 CP2589
 CP2589'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2589'THE STATION WAS VISITED 10-13-61 AND FOUND IN GOOD CONDITION.
 CP2589'THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
 CP2589
 CP2589                          STATION RECOVERY (1978)
 CP2589
 CP2589'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2589'THE STATION SITE WAS VISITED 4-13-78 AND THE TANK WAS FOUND TO BE
 CP2589'STANDING AND IN GOOD CONDITION.  THE 1945 LOCAL INFORMATION WAS
 CP2589'FOUND TO BE CORRECT.
 CP2589'
 CP2589'THE STATION IS LOCATED 1.7 MILES WEST OF THE CENTER OF DOWNTOWN
 CP2589'JACKSON ON THE GROUNDS OF THE DELTA COTTON COMPANY ON THE EAST SIDE
 CP2589'OF VALLEY STREET IN THE NORTHEAST 1/4 OF SECTION 8, T 5N, R 1E.
 CP2589'
 CP2589'TO REACH FROM THE OLD CAPITOL IN JACKSON GO SOUTH ON STATE STREET FOR
 CP2589'1.35 MILES TO THE ENTRANCE RAMP TO U.S. HIGHWAY 80.  TURN RIGHT ON
 CP2589'THE ENTRANCE RAMP ONTO U.S. HIGHWAY 80 AND GO WEST FOR 1.9 MILES TO
 CP2589'THE INTERSECTION OF VALLEY STREET.  TURN RIGHT AND GO NORTH ON
 CP2589'VALLEY STREET FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 CP2589'
 CP2589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES WEST
 CP2589'OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2600 ***********************************************************************
 CP2600  DESIGNATION -  JACKSON MILLSAPS COLL TRANSIT
 CP2600  PID         -  CP2600
 CP2600  STATE/COUNTY-  MS/HINDS
 CP2600  USGS QUAD   -  JACKSON (1998)
 CP2600
 CP2600                         *CURRENT SURVEY CONTROL
 CP2600  ___________________________________________________________________
 CP2600* NAD 83(1993)-  32 19 30.15178(N)    090 10 53.83187(W)     ADJUSTED  
 CP2600* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 CP2600  ___________________________________________________________________
 CP2600  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CP2600  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2600  HORZ ORDER  -  SECOND
 CP2600
 CP2600.The horizontal coordinates were established by classical geodetic methods
 CP2600.and adjusted by the National Geodetic Survey in May 1994.
 CP2600
 CP2600.The orthometric height was scaled from a topographic map.
 CP2600
 CP2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2600
 CP2600.The geoid height was determined by GEOID03.
 CP2600
 CP2600;                    North         East     Units Scale Factor Converg.
 CP2600;SPC MS W     -   313,201.425   714,284.361   MT  0.99995252   +0 04 52.0
 CP2600;SPC MS W     - 1,027,561.68  2,343,447.94   sFT  0.99995252   +0 04 52.0
 CP2600;UTM  15      - 3,579,956.086   765,313.786   MT  1.00046814   +1 30 28.5
 CP2600
 CP2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2600!SPC MS W     -   0.99998577  x   0.99995252  =   0.99993829
 CP2600!UTM  15      -   0.99998577  x   1.00046814  =   1.00045390
 CP2600
 CP2600                          SUPERSEDED SURVEY CONTROL
 CP2600
 CP2600  NAD 83(1986)-  32 19 30.16620(N)    090 10 53.82702(W) AD(       ) 2
 CP2600  NAD 27      -  32 19 29.64100(N)    090 10 53.51100(W) AD(       ) 2
 CP2600
 CP2600.Superseded values are not recommended for survey control.
 CP2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2600.See file dsdata.txt to determine how the superseded data were derived.
 CP2600
 CP2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6531479956(NAD 83)
 CP2600_MARKER: 88 = OBSERVATORY DOME
 CP2600_SETTING: 0 = UNSPECIFIED SETTING
 CP2600
 CP2600  HISTORY     - Date     Condition        Report By
 CP2600  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2600  HISTORY     - 1961     GOOD             MSHD
 CP2600  HISTORY     - 1978     GOOD             MSHD
 CP2600
 CP2600                          STATION DESCRIPTION
 CP2600
 CP2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2600'STATION IS LOCATED ON THE CAMPUS OF MILLSAPS COLLEGE.  IT IS
 CP2600'SITUATED ON THE LOWER FLOOR AND IN THE E ROOM OF THE JAMES
 CP2600'OBSERVATORY.
 CP2600'
 CP2600'THE CENTER OF THE TELESCOPE OF THE TRANSIT WAS LOCATED BY
 CP2600'DISTANCE AND DIRECTION, THE DISTANCE BEING 95.70 FEET AND
 CP2600'29.171 METERS FROM TRIANGULATION STATION MILLSAPS.
 CP2600
 CP2600                          STATION RECOVERY (1961)
 CP2600
 CP2600'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2600'THE STATION WAS VISITED 10-12-61 AND FOUND IN GOOD CONDITION.
 CP2600'THE DESCRIPTION BY R.A.G. IN 1957 IS ADEQUATE.
 CP2600
 CP2600                          STATION RECOVERY (1978)
 CP2600
 CP2600'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2600'THE STATION WAS VISITED 3-28-78 AND WAS FOUND IN GOOD CONDITION.
 CP2600'
 CP2600'THE STATION IS LOCATED 1.75 MILES NORTH-NORTHEAST OF THE CENTER OF
 CP2600'DOWNTOWN JACKSON IN THE NORTHWESTERN SECTION OF THE GROUNDS OF THE
 CP2600'MILLSAPS COLLEGE CAMPUS, 0.1 MILE SOUTH OF THE INTERSECTION OF
 CP2600'WOODROW WILSON DRIVE AND NORTHWEST STREET IN THE NORTHEAST 1/4 OF
 CP2600'SECTION 34, T 6N, R 1E.  IT IS LOCATED ON THE LOWER FLOOR AND IN
 CP2600'THE EAST ROOM OF THE OBSERVATORY.  THE CENTER OF THE TELESCOPE OF
 CP2600'THE TRANSIT WAS LOCATED BY DISTANCE AND DIRECTION FROM
 CP2600'TRIANGULATION STATION MILLSAPS DISTANCE BEING 95.70 FEET OR
 CP2600'29.171 METERS NORTHWEST OF THE STATION.
 CP2600'
 CP2600'TO REACH FROM THE MAIN POST OFFICE IN JACKSON GO NORTH ON NORTHWEST
 CP2600'STREET FOR 1.85 MILES TO THE OBSERVATORY ON THE RIGHT.
 CP2600'
 CP2600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 CP2600'NORTH-NORTHEAST OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2581 ***********************************************************************
 CP2581  DESIGNATION -  JACKSON MUNICIPAL AIRPORT TANK
 CP2581  PID         -  CP2581
 CP2581  STATE/COUNTY-  MS/RANKIN
 CP2581  USGS QUAD   -  JACKSON SE (1988)
 CP2581
 CP2581                         *CURRENT SURVEY CONTROL
 CP2581  ___________________________________________________________________
 CP2581* NAD 83(1993)-  32 18 22.05139(N)    090 04 21.86424(W)     ADJUSTED  
 CP2581* NAVD 88     -              **(meters)            **(feet)            
 CP2581  ___________________________________________________________________
 CP2581  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CP2581  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2581  HORZ ORDER  -  THIRD
 CP2581
 CP2581.The horizontal coordinates were established by classical geodetic methods
 CP2581.and adjusted by the National Geodetic Survey in May 1994.
 CP2581
 CP2581
 CP2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2581
 CP2581.The geoid height was determined by GEOID03.
 CP2581
 CP2581;                    North         East     Units Scale Factor Converg.
 CP2581;SPC MS W     -   311,123.518   724,540.920   MT  0.99995742   +0 08 21.4
 CP2581;SPC MS W     - 1,020,744.41  2,377,098.00   sFT  0.99995742   +0 08 21.4
 CP2581;UTM  15      - 3,578,133.156   775,624.537   MT  1.00053694   +1 33 55.6
 CP2581;UTM  16      - 3,578,516.984   210,671.828   MT  1.00063244   -1 38 36.0
 CP2581
 CP2581                          SUPERSEDED SURVEY CONTROL
 CP2581
 CP2581  NAD 83(1986)-  32 18 22.06544(N)    090 04 21.85969(W) AD(       ) 4
 CP2581  NAD 27      -  32 18 21.53800(N)    090 04 21.55200(W) AD(       ) 3
 CP2581
 CP2581.Superseded values are not recommended for survey control.
 CP2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2581.See file dsdata.txt to determine how the superseded data were derived.
 CP2581
 CP2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7562578133(NAD 83)
 CP2581_MARKER: 14 = NAVIGATION LIGHT
 CP2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2581+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 CP2581
 CP2581  HISTORY     - Date     Condition        Report By
 CP2581  HISTORY     - 1963     FIRST OBSERVED   CGS
 CP2581  HISTORY     - 1977     GOOD             MSHD
 CP2581  HISTORY     - 1977     GOOD             NGS
 CP2581  HISTORY     - 19930630 GOOD             NGS
 CP2581  HISTORY     - 20070314 GOOD             MSSU
 CP2581
 CP2581                          STATION DESCRIPTION
 CP2581
 CP2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2581'STATION IS AT THE NEW MUNICIPAL AIRPORT ABOUT 10 MILES EAST
 CP2581'OF DOWNTOWN JACKSON, MISSISSIPPI.  STATION IS A LARGE METAL
 CP2581'WATER TANK ABOUT 120 FT HIGH, AND STANDS ON 8 LEGS.  THE TANK
 CP2581'IS ON THE RIGHT HAND SIDE (EAST SIDE) OF THE ENTRANCE ROAD
 CP2581'TO THE AIRPORT AS YOU ENTER THE AIRPORT FFOM THE SOUTH, AND IS
 CP2581'ABOUT 1700 FT SOUTH OF THE CONTROL TOWER.  THE OBSTRUCTION
 CP2581'LIGHT ON THE TOP OF THE TANK WAS THE POINT INTERSECTED.
 CP2581
 CP2581                          STATION RECOVERY (1977)
 CP2581
 CP2581'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW)
 CP2581'THE STATION SITE WAS VISITED 5-12-77 AND THE TANK WAS FOUND TO BE
 CP2581'STANDING AND IN GOOD CONDITION.  THE 1963 LOCAL INFORMATION IS
 CP2581'ADEQUATE.  THE TANK IS LOCATED 3.7 MILES NORTHEAST OF PEARL ABOUT
 CP2581'0.3 MILE SOUTH OF THE AIRPORT TERMINAL, 5.5 MILES NORTHWEST OF
 CP2581'BRANDON, 6.7 MILES EAST OF JACKSON IN THE SOUTHWEST 1/4 OF THE
 CP2581'NORTHWEST 1/4 OF SECTION 2, T 6N, R 2E.
 CP2581'
 CP2581'TO REACH FROM THE RANKIN COUNTY BANK IN THE BRIGHT SHOPPING
 CP2581'CENTER IN PEARL GO EAST ON U.S. HIGHWAY 80 FOR 3.5 MILES TO THE
 CP2581'INTERSECTION OF AIRPORT ROAD.  TURN LEFT AND GO NORTH ON AIRPORT
 CP2581'ROAD FOR 1.7 MILES TO THE TANK ON THE RIGHT JUST BEYOND A FORK.
 CP2581'
 CP2581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 CP2581'NORTHEAST OF PEARL.
 CP2581
 CP2581                          STATION RECOVERY (1977)
 CP2581
 CP2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 CP2581'STATION RECOVERED AS DESCRIBED.
 CP2581'
 CP2581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES EAST
 CP2581'OF JACKSON.
 CP2581
 CP2581                          STATION RECOVERY (1993)
 CP2581
 CP2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CP2581'THE STATION IS LOCATED AT THE NEW MUNICIPAL AIRPORT ABOUT 10 MILES
 CP2581'(16.1 KM) EAST OF JACKSON.  THE STATION IS A LARGE METAL WATER TANK
 CP2581'ABOUT 120 FT (36.6 M) IN HEIGHT AND STANDS ON 8 LEGS.  THE TANK IS ON
 CP2581'THE EAST SIDE OF THE ENTRANCE ROAD TO THE ALLEN C THOMPSON FIELD AND
 CP2581'ABOUT 1700 FT (518.2 M) SOUTHEAST OF THE TERMINAL BUILDING.  THE POINT
 CP2581'OBSERVED UPON WAS THE SHAFT SUPPORTING THE DOUBLE OBSTRUCTION LIGHTS.
 CP2581
 CP2581                          STATION RECOVERY (2007)
 CP2581
 CP2581'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (CLB)
 CP2581'IN 2004, THE JACKSON INTERNATIONAL AIRPORT CHANGED ITS NAME, AND THE
 CP2581'TOWER NOW READS JACKSON - EVERS INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2582 ***********************************************************************
 CP2582  DESIGNATION -  JACKSON MUNICIPAL AIRPORT AP STA C
 CP2582  PID         -  CP2582
 CP2582  STATE/COUNTY-  MS/RANKIN
 CP2582  USGS QUAD   -  JACKSON SE (1988)
 CP2582
 CP2582                         *CURRENT SURVEY CONTROL
 CP2582  ___________________________________________________________________
 CP2582* NAD 83(1993)-  32 18 36.44919(N)    090 04 31.87711(W)     ADJUSTED  
 CP2582* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CP2582  ___________________________________________________________________
 CP2582  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CP2582  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CP2582  HORZ ORDER  -  THIRD
 CP2582
 CP2582.The horizontal coordinates were established by classical geodetic methods
 CP2582.and adjusted by the National Geodetic Survey in May 1994.
 CP2582
 CP2582.The orthometric height was scaled from a topographic map.
 CP2582
 CP2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2582
 CP2582.The geoid height was determined by GEOID03.
 CP2582
 CP2582;                    North         East     Units Scale Factor Converg.
 CP2582;SPC MS W     -   311,566.366   724,277.924   MT  0.99995727   +0 08 16.1
 CP2582;SPC MS W     - 1,022,197.32  2,376,235.16   sFT  0.99995727   +0 08 16.1
 CP2582;UTM  15      - 3,578,569.573   775,350.441   MT  1.00053508   +1 33 50.8
 CP2582;UTM  16      - 3,578,968.104   210,422.567   MT  1.00063422   -1 38 42.1
 CP2582
 CP2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2582!SPC MS W     -   0.99998767  x   0.99995727  =   0.99994494
 CP2582!UTM  15      -   0.99998767  x   1.00053508  =   1.00052274
 CP2582!UTM  16      -   0.99998767  x   1.00063422  =   1.00062188
 CP2582
 CP2582:                Primary Azimuth Mark                     Grid Az
 CP2582:SPC MS W     -  BRANDON MUNICIPAL TANK                   116 39 13.7
 CP2582:UTM  15      -  BRANDON MUNICIPAL TANK                   115 13 39.0
 CP2582:UTM  16      -  BRANDON MUNICIPAL TANK                   118 26 11.9
 CP2582
 CP2582|---------------------------------------------------------------------|
 CP2582| PID    Reference Object                     Distance      Geod. Az  |
 CP2582|                                                           dddmmss.s |
 CP2582| CO1421 BRANDON MUNICIPAL TANK              APPROX. 9.1 KM 1164729.8 |
 CP2582| CP2581 JACKSON MUNICIPAL AIRPORT TANK      APPROX. 0.5 KM 1492557.9 |
 CP2582| CP2599 JACKSON NEW STATE CAPITOL DOME      APPROX.10.1 KM 2660224.9 |
 CP2582| CP2601 JACKSON MUNICIPAL TANK NORTH        APPROX. 9.6 KM 2784112.3 |
 CP2582| CP2606 TOUGALOO COLLEGE WATER TANK         APPROX.13.3 KM 3224310.5 |
 CP2582|---------------------------------------------------------------------|
 CP2582
 CP2582                          SUPERSEDED SURVEY CONTROL
 CP2582
 CP2582  NAD 83(1986)-  32 18 36.46322(N)    090 04 31.87259(W) AD(       ) 3
 CP2582  NAD 27      -  32 18 35.93700(N)    090 04 31.56600(W) AD(       ) 3
 CP2582
 CP2582.Superseded values are not recommended for survey control.
 CP2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2582.See file dsdata.txt to determine how the superseded data were derived.
 CP2582
 CP2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7535078570(NAD 83)
 CP2582_MARKER: DD = SURVEY DISK
 CP2582_SETTING: 0 = UNSPECIFIED SETTING
 CP2582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP2582
 CP2582  HISTORY     - Date     Condition        Report By
 CP2582  HISTORY     - 1963     MONUMENTED       CGS
 CP2582  HISTORY     - 1977     MARK NOT FOUND   NGS
 CP2582
 CP2582                          STATION DESCRIPTION
 CP2582
 CP2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2582'STATION IS AT THE NEW MUNICIPAL AIRPORT, 10 MILES EAST OF
 CP2582'JACKSON, MISSISSIPPI.  IT IS LOCATED ON THE ROOF OF THE TERMINAL
 CP2582'BUILDING AT THE AIRPORT, 1/2 OF A FLOOR BELOW THE LEVEL OF THE
 CP2582'CONTROL TOWER OBSERVATION DECK, AND ONE FLOOR BELOW THE LEVEL
 CP2582'OF THE AIRPORT BEACON.  STATION IS 5.58 FT WEST OF A LOW WALL
 CP2582'ON THE EAST SIDE OF THE ROOF, 5.13 FT SOUTH OF A LOW WALL
 CP2582'ON THE NORTH SIDE OF THE ROOF, AND 1.9 FT NE OF A WOOD WALKWAY.
 CP2582'STATION IS MARKED WITH A COPPER T.B.M.
 CP2582'
 CP2582'WASHER FASTENED TO THE TAR AND PEBBLE ROOF WITH A PHILLIPS
 CP2582'SCREW.
 CP2582
 CP2582                          STATION RECOVERY (1977)
 CP2582
 CP2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 CP2582'STATION HAS BEEN COVERED OVER SEVERAL LAYERS OF TAR AND ROCKS.
 CP2582'
 CP2582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES EAST OF
 CP2582'JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2587 ***********************************************************************
 CP2587  DESIGNATION -  JACKSON MUNICIPAL TANK WEST
 CP2587  PID         -  CP2587
 CP2587  STATE/COUNTY-  MS/HINDS
 CP2587  USGS QUAD   -  JACKSON (1998)
 CP2587
 CP2587                         *CURRENT SURVEY CONTROL
 CP2587  ___________________________________________________________________
 CP2587* NAD 83(1993)-  32 19 08.05922(N)    090 13 17.71393(W)     ADJUSTED  
 CP2587* NAVD 88     -              **(meters)            **(feet)            
 CP2587  ___________________________________________________________________
 CP2587  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CP2587  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CP2587  HORZ ORDER  -  THIRD
 CP2587
 CP2587.The horizontal coordinates were established by classical geodetic methods
 CP2587.and adjusted by the National Geodetic Survey in May 1994.
 CP2587
 CP2587
 CP2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2587
 CP2587.The geoid height was determined by GEOID03.
 CP2587
 CP2587;                    North         East     Units Scale Factor Converg.
 CP2587;SPC MS W     -   312,516.305   710,522.008   MT  0.99995136   +0 03 35.1
 CP2587;SPC MS W     - 1,025,313.91  2,331,104.29   sFT  0.99995136   +0 03 35.1
 CP2587;UTM  15      - 3,579,177.113   761,567.770   MT  1.00044380   +1 29 10.6
 CP2587
 CP2587                          SUPERSEDED SURVEY CONTROL
 CP2587
 CP2587  NAD 83(1986)-  32 19 08.07361(N)    090 13 17.70930(W) AD(       ) 4
 CP2587  NAD 27      -  32 19 07.54800(N)    090 13 17.38900(W) AD(       ) 3
 CP2587
 CP2587.Superseded values are not recommended for survey control.
 CP2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2587.See file dsdata.txt to determine how the superseded data were derived.
 CP2587
 CP2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6156879177(NAD 83)
 CP2587_MARKER: 53 = ELEVATED TANK
 CP2587_SETTING: 0 = UNSPECIFIED SETTING
 CP2587
 CP2587  HISTORY     - Date     Condition        Report By
 CP2587  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2587  HISTORY     - 1957     GOOD             CGS
 CP2587  HISTORY     - 1961     GOOD             MSHD
 CP2587  HISTORY     - 1967     GOOD             CGS
 CP2587  HISTORY     - 1972     GOOD             NGS
 CP2587  HISTORY     - 1978     GOOD             MSHD
 CP2587  HISTORY     - 1978     GOOD             NGS
 CP2587  HISTORY     - 1982     GOOD             NGS
 CP2587
 CP2587                          STATION DESCRIPTION
 CP2587
 CP2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2587'STATION IS IN LIVINGSTON PARK IN WEST JACKSON AND ABOUT 2
 CP2587'MILES W OF THE CENTER OF THE CITY OF JACKSON.  IT IS A SQUAT
 CP2587'BOWL WATER TANK SUPPORTED BY 8 STEEL LEGS AND IS APPROXIMATELY
 CP2587'125 FEET HIGH.  IT IS PAINTED RED AND WHITE, HAS A RED AND WHITE
 CP2587'RAILING AROUND THE LOWER BOWL OF THE TANK WITH 6 RED LIGHTS
 CP2587'ON THE RAIL, AND TWO RED LIGHTS AT THE APEX OF THE ROOF.
 CP2587'THE TANK WAS BUILT IN 1936 ON PROPERTY OWNED BY THE CITY OF
 CP2587'JACKSON.  THE POINT INTERSECTED WAS THE TWO RED LIGHTS AT
 CP2587'THE APEX OF THE ROOF.
 CP2587
 CP2587                          STATION RECOVERY (1957)
 CP2587
 CP2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2587'THE STATION WAS VISITED 2-19-57 AND FOUND IN GOOD CONDITION.
 CP2587'
 CP2587'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF LIVINGSTON
 CP2587'PARK, ABOUT 2.9 MILES WEST OF DOWNTOWN JACKSON, 100 PACES NORTH
 CP2587'OF THE INTERSECTION OF CLAIBORNE AVE AND WEST CAPITAL STREET
 CP2587'IN THE 2900 BLOCK OF WEST CAPITAL STREET.  IT IS A SQUATE
 CP2587'BOWEL TANK SUPPORTED BY EIGHT LEGS AND HAS AN OVERALLHEIGHT
 CP2587'OF 125 FEET.
 CP2587'
 CP2587'TO REACH THE TANK FROM THE OLD CAPITAL BUILDING AT THE INTERSECTION
 CP2587'OF STATE AND CAPITAL STREETS, GO WEST ON CAPITAL STREET FOR
 CP2587'2.9 MILES TO THE TANK ON THE RIGHT.
 CP2587
 CP2587                          STATION RECOVERY (1961)
 CP2587
 CP2587'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2587'THE STATION WAS VISITED 10-10-61 AND FOUND IN GOOD CONDITION.
 CP2587'THE 1957 DESCRIPTION BY R.A.G. IS ADEQUATE.
 CP2587
 CP2587                          STATION RECOVERY (1967)
 CP2587
 CP2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 CP2587'THIS STATION RECOVERED AS DESCRIBED.
 CP2587'
 CP2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 CP2587'WEST JACKSON, MISS.
 CP2587
 CP2587                          STATION RECOVERY (1972)
 CP2587
 CP2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLV)
 CP2587'NO AVAILABLE DESCRIPTION, HOWEVER ACOORDING TO PREVIOUS AIRPORT
 CP2587'SURVEY OBSERVATIONS THERE IS A TANK PLOTTED ON THE QUADRANGLE,
 CP2587'WHICH IS MOST LIKELY THE TANK.
 CP2587'
 CP2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--JACKSON,
 CP2587'MISS., (IN LIVINGSTON PARK)
 CP2587
 CP2587                          STATION RECOVERY (1978)
 CP2587
 CP2587'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2587'THE STATION SITE WAS VISITED 4-17-78 AND THE TANK WAS FOUND TO BE
 CP2587'STANDING AND IN GOOD CONDITION.  THE 1957 LOCAL DESCRIPTION WAS
 CP2587'FOUND IN GOOD CONDITION.  THE 1957 LOCAL DESCRIPTION WAS FOUND TO BE
 CP2587'CORRECT.  THE TANK IS PAINTED GREEN AT THE PRESENT TIME.
 CP2587'
 CP2587'THE STATION IS LOCATED 2.4 MILES NORTHWEST OF THE CENTER OF DOWNTOWN
 CP2587'JACKSON IN THE SOUTHERN SECTION OF LIVINGSTON PARK ZOO, 100 PACES
 CP2587'NORTH OF THE INTERSECTION OF CLAIRBORNE AVENUE AND WEST CAPITOL IN
 CP2587'THE 2900 BLOCK OF WEST CAPITOL STREET IN THE SOUTHWEST 1/4 OF SECTION
 CP2587'32, T 6N, R 1E.
 CP2587'
 CP2587'TO REACH FROM THE OLD CAPITOL IN JACKSON GO NORTH ON STATE STREET FOR
 CP2587'0.1 MILE TO THE INTERSECTION OF AMITE STREET.  TURN LEFT AND GO WEST
 CP2587'ON AMITE STREET FOR 1.15 MILES TO THE INTERSECTION OF WEST CAPITOL
 CP2587'STREET.  TURN RIGHT AND GO NORTHWEST ON WEST CAPITOL STREET FOR
 CP2587'1.75 MILES TO PARKINS DRUG STORE AND THE MARK ON THE RIGHT.
 CP2587'
 CP2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.4 MILES NORTHWEST
 CP2587'OF JACKSON.
 CP2587
 CP2587                          STATION RECOVERY (1978)
 CP2587
 CP2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 CP2587'THE STATION WAS RECOVERED AS DESCRIBED ALTHOUGH IT IS NOW PAINTED
 CP2587'LIGHT BLUE WITH THE WORDS JACKSON ZOOLOGICAL PARK ON THE SIDE.  AT
 CP2587'THE TIME OF RECOVERY (12/01/78) THE SHAFT SUPPORTING THE TWO RED
 CP2587'LIGHTS AT THE APEX OF THE ROOF WAS BENT OVER.  OBSERVATIONS FROM
 CP2587'HAWKINS 1945 RESULTED IN A DISCREPANCY OF APPROXIMATELY ONE
 CP2587'MINUTE.
 CP2587'
 CP2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST SECTION
 CP2587'OF JACKSON.
 CP2587
 CP2587                          STATION RECOVERY (1982)
 CP2587
 CP2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 CP2587'RECOVERED AS DESCRIBED IN 320902 STA 1125 EXCEPT THAT THE THE TANK
 CP2587'NOW HAS BEEN PAINTED GREEN WITH THE BLACK LETTERING JACKSON
 CP2587'ZOOLOGICAL PARK ON THE NE AND SE SECTIONS AND THE OBST LIGHTS ON THE
 CP2587'APEX ARE NO LONGER IN THE CENTER BUT AN ANTENNA IS (AND GAVE GOOD
 CP2587'AZIMUTH CHECKS FROM THREE OTHER STATIONS).
 CP2587'
 CP2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2601 ***********************************************************************
 CP2601  DESIGNATION -  JACKSON MUNICIPAL TANK NORTH
 CP2601  PID         -  CP2601
 CP2601  STATE/COUNTY-  MS/HINDS
 CP2601  USGS QUAD   -  JACKSON (1998)
 CP2601
 CP2601                         *CURRENT SURVEY CONTROL
 CP2601  ___________________________________________________________________
 CP2601* NAD 83(1993)-  32 19 23.31934(N)    090 10 34.27669(W)     ADJUSTED  
 CP2601* NAVD 88     -              **(meters)            **(feet)            
 CP2601  ___________________________________________________________________
 CP2601  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CP2601  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP2601  HORZ ORDER  -  THIRD
 CP2601
 CP2601.The horizontal coordinates were established by classical geodetic methods
 CP2601.and adjusted by the National Geodetic Survey in May 1994.
 CP2601
 CP2601
 CP2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2601
 CP2601.The geoid height was determined by GEOID03.
 CP2601
 CP2601;                    North         East     Units Scale Factor Converg.
 CP2601;SPC MS W     -   312,991.709   714,796.112   MT  0.99995270   +0 05 02.5
 CP2601;SPC MS W     - 1,026,873.63  2,345,126.91   sFT  0.99995270   +0 05 02.5
 CP2601;UTM  15      - 3,579,759.076   765,830.867   MT  1.00047153   +1 30 38.7
 CP2601
 CP2601                          SUPERSEDED SURVEY CONTROL
 CP2601
 CP2601  NAD 83(1986)-  32 19 23.33380(N)    090 10 34.27194(W) AD(       ) 4
 CP2601  NAD 27      -  32 19 22.80800(N)    090 10 33.95600(W) AD(       ) 3
 CP2601
 CP2601.Superseded values are not recommended for survey control.
 CP2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2601.See file dsdata.txt to determine how the superseded data were derived.
 CP2601
 CP2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6583179759(NAD 83)
 CP2601_MARKER: 53 = ELEVATED TANK
 CP2601_SETTING: 0 = UNSPECIFIED SETTING
 CP2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2601+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004
 CP2601
 CP2601  HISTORY     - Date     Condition        Report By
 CP2601  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2601  HISTORY     - 1957     GOOD             CGS
 CP2601  HISTORY     - 1961     GOOD             MSHD
 CP2601  HISTORY     - 1963     GOOD             CGS
 CP2601  HISTORY     - 1978     GOOD             MSHD
 CP2601  HISTORY     - 20040705 GOOD             USPSQD
 CP2601
 CP2601                          STATION DESCRIPTION
 CP2601
 CP2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2601'STATION IS LOCATED IN THE NE SECTION OF THE CITY OF JACKSON,
 CP2601'ON THE E SIDE OF NORTH STATE STREET, JUST S OF THE BAILEY
 CP2601'SCHOOL.  IT IS A SQUAT BOWL WATER TANK SUPPORTED BY 8 STEEL
 CP2601'LEGS AND IS APPROXIMATELY 120 FEET HIGH.  IT IS PAINTED SILVER
 CP2601'AND HAS A RAILING AROUND THE LOWER BOWL OF THE TANK WITH RED
 CP2601'LIGHTS ON ALL FOUR SIDES.  THE POINT INTERSECTED WAS THE TWO
 CP2601'SMALL RED LIGHTS AT THE APEX OF THE ROOF.  THE TANK WAS BUILT
 CP2601'IN 1940 ON PROPERTY OWNED BY THE CITY OF JACKSON.
 CP2601
 CP2601                          STATION RECOVERY (1957)
 CP2601
 CP2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2601'THE STATION WAS VISITED 2-19-57 AND FOUND IN GOOD CONDITION.
 CP2601'
 CP2601'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF JACKSON,
 CP2601'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH STATE
 CP2601'STREET AND RIVERSIDE DRIVE, JUST SOUTH OF THE BAILEY HIGHSCHOOL.
 CP2601'IT IS A SQUAT BOWEL TANK SUPPORTED BY EIGHT LEGS, ABOUT 125
 CP2601'FEET HIGH.  THE POINT OBSERVED UPON WAS THE TWO RED LIGHTS AT
 CP2601'THE APEX OF THE ROOF.
 CP2601'
 CP2601'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING AT THE
 CP2601'INTERSECTION OF STATE AND CAPITAL STREETS IN JACKSON, GO NORTH
 CP2601'ON NORTH STATE STREET FOR 1.7 MILES TO RIVERSIDE DRIVE AND THE
 CP2601'WATER TANK ON THE RIGHT.
 CP2601
 CP2601                          STATION RECOVERY (1961)
 CP2601
 CP2601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2601'THE STATION WAS VISITED 10-10-61 AND FOUND IN GOOD CONDITION.
 CP2601'THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
 CP2601
 CP2601                          STATION RECOVERY (1963)
 CP2601
 CP2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2601'RECOVERED AS DESCRIBED.
 CP2601
 CP2601                          STATION RECOVERY (1978)
 CP2601
 CP2601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2601'THE STATION SITE WAS VISITED 3-30-78 AND WAS FOUND TO BE STANDING
 CP2601'AND IN GOOD CONDITION.
 CP2601'
 CP2601'THE STATION IS LOCATED 1.7 MILES NORTHEAST OF THE CENTER OF DOWNTOWN
 CP2601'JACKSON IN THE SOUTHEAST ANGLE OF THE JUNCTION OF RIVERSIDE DRIVE
 CP2601'AND NORTH STATE STREET OPPOSITE AND ACROSS RIVERSIDE DRIVE FROM
 CP2601'BAILEY JR. HIGH SCHOOL, 0.2 MILE SOUTH OF THE INTERSECTION OF
 CP2601'WOODROW WILSON DRIVE AND NORTH STATE STREET IN THE NORTHEAST 1/4 OF
 CP2601'SECTION 34, T 6N, R 1E.  THE 1957 RECOVERY WAS FOUND TO BE CORRECT.
 CP2601'
 CP2601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES NORTHEAST
 CP2601'OF JACKSON.
 CP2601
 CP2601                          STATION RECOVERY (2004)
 CP2601
 CP2601'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2599 ***********************************************************************
 CP2599  DESIGNATION -  JACKSON NEW STATE CAPITOL DOME
 CP2599  PID         -  CP2599
 CP2599  STATE/COUNTY-  MS/HINDS
 CP2599  USGS QUAD   -  JACKSON (1998)
 CP2599
 CP2599                         *CURRENT SURVEY CONTROL
 CP2599  ___________________________________________________________________
 CP2599* NAD 83(1993)-  32 18 13.73556(N)    090 10 55.48066(W)     ADJUSTED  
 CP2599* NAVD 88     -              **(meters)            **(feet)            
 CP2599  ___________________________________________________________________
 CP2599  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CP2599  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CP2599  HORZ ORDER  -  THIRD
 CP2599
 CP2599.The horizontal coordinates were established by classical geodetic methods
 CP2599.and adjusted by the National Geodetic Survey in May 1994.
 CP2599
 CP2599
 CP2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2599
 CP2599.The geoid height was determined by GEOID03.
 CP2599
 CP2599;                    North         East     Units Scale Factor Converg.
 CP2599;SPC MS W     -   310,847.597   714,244.560   MT  0.99995250   +0 04 51.0
 CP2599;SPC MS W     - 1,019,839.16  2,343,317.36   sFT  0.99995250   +0 04 51.0
 CP2599;UTM  15      - 3,577,600.783   765,332.600   MT  1.00046827   +1 30 24.5
 CP2599
 CP2599                          SUPERSEDED SURVEY CONTROL
 CP2599
 CP2599  NAD 83(1986)-  32 18 13.74989(N)    090 10 55.47583(W) AD(       ) 4
 CP2599  NAD 27      -  32 18 13.22100(N)    090 10 55.15900(W) AD(       ) 3
 CP2599
 CP2599.Superseded values are not recommended for survey control.
 CP2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2599.See file dsdata.txt to determine how the superseded data were derived.
 CP2599
 CP2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6533377601(NAD 83)
 CP2599_MARKER: 87 = DOME
 CP2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2599+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2005
 CP2599
 CP2599  HISTORY     - Date     Condition        Report By
 CP2599  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2599  HISTORY     - 1961     GOOD             MSHD
 CP2599  HISTORY     - 1963     GOOD             CGS
 CP2599  HISTORY     - 1972     GOOD             NGS
 CP2599  HISTORY     - 1975     GOOD             NGS
 CP2599  HISTORY     - 1978     GOOD             MSHD
 CP2599  HISTORY     - 1982     GOOD             NGS
 CP2599  HISTORY     - 20040705 GOOD             USPSQD
 CP2599  HISTORY     - 20051120 GOOD             MSSU
 CP2599
 CP2599                          STATION DESCRIPTION
 CP2599
 CP2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2599'STATION IS LOCATED IN THE NE SECTION OF THE BUSINESS DISTRICT
 CP2599'OF THE CITY OF JACKSON AND IS KNOWN AS THE NEW CAPITOL BUILDING.
 CP2599'THE LENGTH OF THE BUILDING IS 405 FEET FROM E TO W.  THE
 CP2599'WIDTH THROUGH THE CENTER PAVILION IS 225 FEET, AND THE CENTRAL
 CP2599'DOME RISES 180 FEET ABOVE THE GRADE ESTABLISHED AT THE MAIN
 CP2599'ENTRANCE.  THE EAGLE SURMOUNTING THE DOME IS MADE OF COPPER
 CP2599'AND HAS A HEAVY COATING OF PURE GOLD LEAF PAINT.  THE WIDTH
 CP2599'OF THE BIRD FROM TIP TO TIP OF ITS WINGS IS 15 FEET.  IT IS
 CP2599'8 FEET HIGH.  THE EAGLE WAS THE POINT INTERSECTED.
 CP2599
 CP2599                          STATION RECOVERY (1961)
 CP2599
 CP2599'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2599'THE STATION WAS VISITED 10-13-61 AND FOUND AS DESCRIBED BY
 CP2599'J.C.P. IN 1945.  THE DESCRIPTION IS ADEQUATE.
 CP2599
 CP2599                          STATION RECOVERY (1963)
 CP2599
 CP2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2599'RECOVERED AS DESCRIBED.
 CP2599
 CP2599                          STATION RECOVERY (1972)
 CP2599
 CP2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLV)
 CP2599'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 CP2599'
 CP2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN
 CP2599'JACKSON
 CP2599
 CP2599                          STATION RECOVERY (1975)
 CP2599
 CP2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 CP2599'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CP2599'
 CP2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY
 CP2599'OF JACKSON
 CP2599
 CP2599                          STATION RECOVERY (1978)
 CP2599
 CP2599'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2599'THE STATION SITE WAS VISITED 4-19-78 AND WAS FOUND AS DESCRIBED BY
 CP2599'J.C.P. IN 1945.  (NOTE) THE EAGLE WAS REMOVED ABOUT 5 YEARS AGO AND
 CP2599'FOUNDATION WAS REWORKED.  THE EAGLE WAS REPOSITIONED ATOP THE
 CP2599'DOME.  THE POINT SHOULD BE USED WITH CAUTION.
 CP2599'
 CP2599'THE STATION IS LOCATED ABOUT 0.4 MILE NORTHEAST OF THE CENTER OF
 CP2599'DOWNTOWN JACKSON SURROUNDED BY HIGH STREET, WEST STREET, PRESIDENT
 CP2599'STREET, AND MISSISSIPPI STREET WITH THE WALTER SILLERS STATE OFFICE
 CP2599'BUILDING ON THE NORTH AND ACROSS HIGH STREET.
 CP2599'
 CP2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 CP2599'NORTHEAST OF JACKSON.
 CP2599
 CP2599                          STATION RECOVERY (1982)
 CP2599
 CP2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 CP2599'RECOVERED AS DESCRIBED.
 CP2599'
 CP2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN JACKSON.
 CP2599
 CP2599                          STATION RECOVERY (2004)
 CP2599
 CP2599'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 CP2599'RECOVERED IN GOOD CONDITION.
 CP2599
 CP2599                          STATION RECOVERY (2005)
 CP2599
 CP2599'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (TL)
 CP2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2680 ***********************************************************************
 CP2680  DESIGNATION -  JACKSON NORTHWEST BASE
 CP2680  PID         -  CP2680
 CP2680  STATE/COUNTY-  MS/HINDS
 CP2680  USGS QUAD   -  CLINTON (1980)
 CP2680
 CP2680                         *CURRENT SURVEY CONTROL
 CP2680  ___________________________________________________________________
 CP2680* NAD 83(1993)-  32 18 16.13631(N)    090 15 17.07933(W)     ADJUSTED  
 CP2680* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 CP2680  ___________________________________________________________________
 CP2680  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CP2680  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2680  HORZ ORDER  -  FIRST
 CP2680
 CP2680.The horizontal coordinates were established by classical geodetic methods
 CP2680.and adjusted by the National Geodetic Survey in May 1994.
 CP2680
 CP2680.The orthometric height was scaled from a topographic map.
 CP2680
 CP2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2680
 CP2680.The geoid height was determined by GEOID03.
 CP2680
 CP2680;                    North         East     Units Scale Factor Converg.
 CP2680;SPC MS W     -   310,914.209   707,401.114   MT  0.99995068   +0 02 31.2
 CP2680;SPC MS W     - 1,020,057.70  2,320,865.15   sFT  0.99995068   +0 02 31.2
 CP2680;UTM  15      - 3,577,497.024   758,486.231   MT  1.00042403   +1 28 04.5
 CP2680
 CP2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2680!SPC MS W     -   0.99998613  x   0.99995068  =   0.99993681
 CP2680!UTM  15      -   0.99998613  x   1.00042403  =   1.00041015
 CP2680
 CP2680|---------------------------------------------------------------------|
 CP2680| PID    Reference Object                     Distance      Geod. Az  |
 CP2680|                                                           dddmmss.s |
 CP2680| AI2688 JACKSON NW BASE RM 1                 22.524 METERS 02424     |
 CP2680| CP2679 JACKSON NW BASE 2 RESET               1.758 METERS 03200     |
 CP2680| CP2587 JACKSON MUNICIPAL TANK WEST         APPROX. 3.5 KM 0625206.7 |
 CP2680| CP2589 JACKSON DELTA COTTON CO TANK        APPROX. 3.9 KM 1064017.1 |
 CP2680| AI2690 JACKSON NW BASE RM 3                 18.154 METERS 11918     |
 CP2680| CP2588 JACKSON COUNTY WATER CO TANK        APPROX. 5.5 KM 1434610.4 |
 CP2680| AI2687 JACKSON NW BASE AZ MK                              2115956.9 |
 CP2680| CP2665 VAN WINKLE MUNICIPAL TANK           APPROX. 0.7 KM 2664543.2 |
 CP2680| AI2689 JACKSON NW BASE RM 2                 30.907 METERS 29919     |
 CP2680|---------------------------------------------------------------------|
 CP2680
 CP2680                          SUPERSEDED SURVEY CONTROL
 CP2680
 CP2680  NAD 83(1986)-  32 18 16.15061(N)    090 15 17.07491(W) AD(       ) 1
 CP2680  NAD 27      -  32 18 15.62400(N)    090 15 16.75000(W) AD(       ) 1
 CP2680
 CP2680.Superseded values are not recommended for survey control.
 CP2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2680.See file dsdata.txt to determine how the superseded data were derived.
 CP2680
 CP2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5848677497(NAD 83)
 CP2680_MARKER: DS = TRIANGULATION STATION DISK
 CP2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2680
 CP2680  HISTORY     - Date     Condition        Report By
 CP2680  HISTORY     - 1945     MONUMENTED       CGS
 CP2680  HISTORY     - 1957     GOOD             CGS
 CP2680  HISTORY     - 1957     GOOD             CGS
 CP2680  HISTORY     - 1960     GOOD             CGS
 CP2680
 CP2680                          STATION DESCRIPTION
 CP2680
 CP2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2680'STATION IS LOCATED ABOUT 3 MILES W OF THE CENTER OF JACKSON.
 CP2680'IT IS IN THE ISLAND OF U.S. HIGHWAY 80 IN A SMALL COMMUNITY
 CP2680'CALLED VAN WINKLE.  IT IS 86 FEET NW OF U.S. HIGHWAY 80
 CP2680'AND A BLACK-TOP CROSSROAD LEADING TO THE PRISONER-OF-WAR-CAMP,
 CP2680'20 FEET N OF THE CENTER OF THE E-BOUND LANE, 20 FEET S OF
 CP2680'THE W-BOUND LANE, AND 80 FEET S OF A POWER POLE.
 CP2680'
 CP2680'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP2680'POST, STAMPED JACKSON NORTH WEST BASE 1945, AND ABOUT FLUSH.
 CP2680'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP2680'
 CP2680'REFERENCE MARK 1 IS 73.90 FEET NE OF THE STATION, 23 FEET
 CP2680'E OF A POWER POLE, AND 53 FEET NE OF THE CENTER OF THE W-BOUND
 CP2680'LANE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 CP2680'POST, STAMPED JACKSON NORTH WEST BASE NO 1 1945, AND PROJECTS
 CP2680'ABOUT 4 INCHES.
 CP2680'
 CP2680'REFERENCE MARK 2 IS 101.43 FEET NW OF THE STATION IN THE
 CP2680'ISLAND OF THE HIGHWAY, 19.5 FEET N OF THE CENTER OF THE
 CP2680'E-BOUND LANE, AND 20.5 FEET S OF THE W-BOUND LANE.  IT IS
 CP2680'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CP2680'JACKSON NORTH WEST BASE NO 2 1945, AND ABOUT FLUSH.
 CP2680'
 CP2680'AZIMUTH MARK IS ABOUT 0.25 MILE SW OF THE STATION IN THE
 CP2680'NW FENCE LINE OF THE ROAD.  IT IS 32 FEET NW OF THE APPROXIMATE
 CP2680'CENTER OF THE ROAD, 3.5 FEET NE OF A STANDARD WITNESS POST,
 CP2680'AND 75 FEET N OF THE CENTER OF THE T-ROAD.  IT IS A BRONZE
 CP2680'AZIMUTH DISK SET IN TOP OF A CONCRETE POST AND STAMPED JACKSON
 CP2680'NORTH WEST BASE 1945.
 CP2680'
 CP2680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CP2680'51 AND 80 IN SW JACKSON, GO NW ON HIGHWAY 80 FOR 3.2 MILES
 CP2680'TO CROSSROAD IN VAN WINKLE AND STATION.
 CP2680'
 CP2680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SW ON BLACKTOP
 CP2680'ROAD FOR 0.25 MILE TO A T-ROAD RIGHT AND AZIMUTH MARK.
 CP2680'
 CP2680'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CP2680
 CP2680                          STATION RECOVERY (1957)
 CP2680
 CP2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2680'THE STATION WAS VISITED 4-15-57 AND THE STATION, AZIMUTH
 CP2680'AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 CP2680'MARK NO. 1 WAS DESTROYED WHEN THE AREA AROUND THE MARK WAS
 CP2680'GRADED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE
 CP2680'IN LINE WITH REFERENCE MARK NO. 2 AND THE STATION.  A NEW
 CP2680'DESCRIPTION FOLLOWS--
 CP2680'
 CP2680'THE STATION IS LOCATED 3.5 MILES WEST-SOUTHWEST OF JACKSON
 CP2680'AT THE INTERSECTION OF U.S. HIGHWAY 80 AND ROBINSON ROAD,
 CP2680'IN THE NEUTRAL GROUND BETWEEN THE EAST AND THE WEST BOUND
 CP2680'LANES OF U.S. HIGHWAY 80, AT THE TOP OF A HILL.  IT IS 20
 CP2680'FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE, 20
 CP2680'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE, 86
 CP2680'FEET NORTHWEST OF THE CENTER OF ROBINSON ROAD, 92 FEET SOUTH
 CP2680'OF A REA POWER POLE, 100 FEET NORTH OF A POWER POLE WITH
 CP2680'A TRANSFORMER, 10 FEET SOUTH OF THE SOUTH CURB OF THE WEST
 CP2680'LANE AND 10 FEET NORTH OF THE NORTH CURB OF THE EAST LANE,
 CP2680'AND NORTHEAST OF TOMS BAR-B-Q.  IT IS A STANDARD DISK,
 CP2680'STAMPED JACKSON NORTHWEST BASE 1945, FLUSH WITH THE GROUND.
 CP2680'.
 CP2680'
 CP2680'REFERENCE MARK NO. 2 IS 101.40 FEET NORTHWEST OF THE STATION
 CP2680'IN THE CENTER OF THE NEUTRAL GROUND OF THE HIGHWAY, 20 FEET
 CP2680'SOUTH OF THE CENTER OF THE WEST BOUND LANE AND 19 FEET NORTH
 CP2680'OF THE CENTER OF THE EAST BOUND LANE OF TRAFFIC.  IT IS A
 CP2680'STANDARD DISK, STAMPED JACKSON NORTHWEST BASE NO 2 1945,
 CP2680'FLUSH WITH THE GROUND.
 CP2680'
 CP2680'REFERENCE MARK NO. 3 IS 59.65 FEET SOUTHEAST OF THE STATION
 CP2680'IN LINE WITH THE STATION AND REFERENCE MARK NO. 2 AND AT
 CP2680'THE EAST END OF THE NEUTRAL GROUND.  IT IS 26 FEET NORTHWEST
 CP2680'OF THE CROSSROAD, 20 FEET SOUTH OF THE CENTERLINE OF THE
 CP2680'WEST BOUND LANE, AND 21 FEET NORTH OF THE CENTERLINE OF
 CP2680'THE EAST BOUND TRAFFICE LANE OF U.S. HIGHWAY 80.  IT IS 3
 CP2680'FEET NORTHWEST OF THE NORTHWEST CURB OF ROBINSON ROAD.  IT
 CP2680'IS A STANDARD DISK, STAMPED JACKSON NORTHWEST BASE NO 3
 CP2680'1945, FLUSH WITH THE GROUND.
 CP2680'
 CP2680'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION IN
 CP2680'THE NORTHWEST ANGLE OF THE INTERSECTION OF DIXIE DRIVE AND
 CP2680'ROBINSON ROAD, 31 FEET WEST OF THE CENTER OF ROBINSON ROAD
 CP2680'AND 102 FEET NORTHEAST OF THE CENTER OF DIXIE DRIVE AND 30
 CP2680'FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE
 CP2680'(THE NITE GLO MARKER CO.) IT IS A STANDARD DISK, STAMPED
 CP2680'JACKSON NORTHWEST BASE 1945, PROJECTING 10 INCHES.
 CP2680'
 CP2680'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING IN JACKSON,
 CP2680'GO SOUTH ON S. STATE STREET (U.S. HIGHWAY 51) FOR 1.35 MILE
 CP2680'TO THE JUNCTION WITH U.S. HIGHWAY 80 AT THE CLOVER LEAF
 CP2680'INTERSECTION, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 80
 CP2680'FOR 4.55 MILES TO THE TOP OF A HILL AND THE INTERSECTION
 CP2680'WITH ROBINSON ROAD AND THE STATION.
 CP2680'
 CP2680'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON
 CP2680'ROBINSON ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CP2680
 CP2680                          STATION RECOVERY (1957)
 CP2680
 CP2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WGR)
 CP2680'ALL MARKS WERE RECOVERED EXCEPT R.M. 1.  THE AREA IN WHICH
 CP2680'IT WAS LOCATED HAS BEEN EXCAVATED ABOUT 4 FEET, AND SOIL
 CP2680'HAS BEEN REMOVED.  A NEW R.M. NUMBER 3 WAS FOUND AT THE SE
 CP2680'POINT OF THE ISLAND, UNDER A STOP LIGHT.
 CP2680
 CP2680                          STATION RECOVERY (1960)
 CP2680
 CP2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 CP2680'THE STATION WAS VISITED 10-11-60 AND ALL MARKS WERE FOUND
 CP2680'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS
 CP2680'NO. 2 AND NO. 3 WERE REQUESTED MOVED BY THE STATE HIGHWAY
 CP2680'DEPARTMENT DUE TO A LEFT TURNING LANE BEING CONSTRUCTED AT
 CP2680'THIS POINT.  THE MARKS WERE MOVED TO THE REMAINING NEUTRAL
 CP2680'GROUND, A 9-FOOT STRIP BETWEEN THE TWO TRAFFIC LANES.  THE
 CP2680'STATION WAS MOVED 1.758 METERS, NORTHEAST, AWAY FROM AND
 CP2680'IN LINE WITH THE OLD STATION AND THE AZIMUTH MARK.  THE
 CP2680'STATION SURFACE MARK WAS DESTROYED AND THE DISK RECLAIMED
 CP2680'AT THIS DATE.  THE STATION UNDERGROUND MARK WILL BE BELOW
 CP2680'THE PAVEMENT OF THE LEFT TURNING LANE, 2 FEET SOUTH OF THE
 CP2680'NORTH EDGE OF THE CURB AND 85 FEET NORTH NORTHWEST OF THE
 CP2680'CENTER OF ROBINSON ROAD.  REFERENCE MARKS NO. 4 AND NO. 5
 CP2680'WERE ESTABLISHED AT THIS DATE IN THE NEUTRAL GROUND 180
 CP2680'DEGREES AND IN LINE WITH THE STATION.  REFERENCE MARKS
 CP2680'NO.  2 AND 3 WERE DESTROYED AT THIS DATE AND THE DISK
 CP2680'RECLAIMED.
 CP2680'
 CP2680'SEE DESCRIPTION FOR JACKSON NORTHWEST BASE 2 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3425 ***********************************************************************
 CP3425  DESIGNATION -  JACKSON NW BASE 2 AZ MK
 CP3425  PID         -  CP3425
 CP3425  STATE/COUNTY-  MS/HINDS
 CP3425  USGS QUAD   -  JACKSON (1998)
 CP3425
 CP3425                         *CURRENT SURVEY CONTROL
 CP3425  ___________________________________________________________________
 CP3425* NAD 83(1986)-  32 18 03.     (N)    090 14 46.     (W)     SCALED    
 CP3425* NAVD 88     -       110.352  (meters)     362.05   (feet)  ADJUSTED  
 CP3425  ___________________________________________________________________
 CP3425  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP3425  DYNAMIC HT  -         110.227 (meters)     361.64  (feet)  COMP
 CP3425  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CP3425
 CP3425  VERT ORDER  -  FIRST     CLASS II
 CP3425
 CP3425.The horizontal coordinates were scaled from a topographic map and have
 CP3425.an estimated accuracy of +/- 6 seconds.
 CP3425
 CP3425.The orthometric height was determined by differential leveling
 CP3425.and adjusted in July 1994.
 CP3425
 CP3425.The geoid height was determined by GEOID03.
 CP3425
 CP3425.The dynamic height is computed by dividing the NAVD 88
 CP3425.geopotential number by the normal gravity value computed on the
 CP3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3425.degrees latitude (g = 980.6199 gals.).
 CP3425
 CP3425.The modeled gravity was interpolated from observed gravity values.
 CP3425
 CP3425;                    North         East    Units  Estimated Accuracy
 CP3425;SPC MS W     -   310,510.      708,210.      MT  (+/- 180 meters Scaled)
 CP3425
 CP3425                          SUPERSEDED SURVEY CONTROL
 CP3425
 CP3425.No superseded survey control is available for this station.
 CP3425
 CP3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR593771(NAD 83)
 CP3425_MARKER: DZ = AZIMUTH MARK DISK
 CP3425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP3425_SP_SET: BRIDGE DECK
 CP3425_STAMPING: JACKSON NW BASE 2 1980 1960
 CP3425_MARK LOGO: NGS   
 CP3425_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3425+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP3425
 CP3425  HISTORY     - Date     Condition        Report By
 CP3425  HISTORY     - 1980     MONUMENTED       NGS
 CP3425  HISTORY     - 19920611 GOOD             NGS
 CP3425
 CP3425                          STATION DESCRIPTION
 CP3425
 CP3425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3425'IN JACKSON, AT THE INTERSECTION OF INTERSTATE HIGHWAY 220 AND U.S.
 CP3425'HIGHWAY 80, IN THE NORTHBOUND BRIDGE DECK OF THE INTERSTATE HIGHWAY
 CP3425'OVERPASS OF THE STATE HIGHWAY, 38.1 M (125.0 FT) NORTH OF THE CENTER
 CP3425'OF THE STATE HIGHWAY, 22.6 M (74.1 FT) SOUTH OF THE NORTHEAST CORNER
 CP3425'OF THE DECK, 8.1 M (26.6 FT) EAST OF THE CENTER OF THE NORTHBOUND
 CP3425'LANES OF THE INTERSTATE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF THE EAST
 CP3425'BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2679 ***********************************************************************
 CP2679  DESIGNATION -  JACKSON NW BASE 2 RESET
 CP2679  PID         -  CP2679
 CP2679  STATE/COUNTY-  MS/HINDS
 CP2679  USGS QUAD   -  CLINTON (1980)
 CP2679
 CP2679                         *CURRENT SURVEY CONTROL
 CP2679  ___________________________________________________________________
 CP2679* NAD 83(1993)-  32 18 16.18471(N)    090 15 17.04372(W)     NO CHECK  
 CP2679* NAVD 88     -       114.726  (meters)     376.40   (feet)  ADJUSTED  
 CP2679  ___________________________________________________________________
 CP2679  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CP2679  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2679  DYNAMIC HT  -         114.596 (meters)     375.97  (feet)  COMP
 CP2679  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 CP2679
 CP2679  HORZ ORDER  -  SECOND
 CP2679  VERT ORDER  -  FIRST     CLASS II
 CP2679
 CP2679.The horizontal coordinates were established by classical geodetic methods
 CP2679.and adjusted by the National Geodetic Survey in September 1999.
 CP2679.No horizontal observational check was made to the station.
 CP2679
 CP2679.The orthometric height was determined by differential leveling
 CP2679.and adjusted in July 1994.
 CP2679
 CP2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2679
 CP2679.The geoid height was determined by GEOID03.
 CP2679
 CP2679.The dynamic height is computed by dividing the NAVD 88
 CP2679.geopotential number by the normal gravity value computed on the
 CP2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP2679.degrees latitude (g = 980.6199 gals.).
 CP2679
 CP2679.The modeled gravity was interpolated from observed gravity values.
 CP2679
 CP2679;                    North         East     Units Scale Factor Converg.
 CP2679;SPC MS W     -   310,915.700   707,402.044   MT  0.99995068   +0 02 31.2
 CP2679;SPC MS W     - 1,020,062.59  2,320,868.21   sFT  0.99995068   +0 02 31.2
 CP2679;UTM  15      - 3,577,498.539   758,487.124   MT  1.00042404   +1 28 04.6
 CP2679
 CP2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2679!SPC MS W     -   0.99998612  x   0.99995068  =   0.99993681
 CP2679!UTM  15      -   0.99998612  x   1.00042404  =   1.00041016
 CP2679
 CP2679|---------------------------------------------------------------------|
 CP2679| PID    Reference Object                     Distance      Geod. Az  |
 CP2679|                                                           dddmmss.s |
 CP2679| CY4758 JACKSON NW BASE 2 RM 4               10.156 METERS 11933     |
 CP2679| CP2680 JACKSON NORTHWEST BASE                1.758 METERS 21200     |
 CP2679| AI2687 JACKSON NW BASE AZ MK                              2120002.7 |
 CP2679| AI2686 JACKSON NW BASE 2 RM 5               20.716 METERS 29933     |
 CP2679|---------------------------------------------------------------------|
 CP2679
 CP2679                          SUPERSEDED SURVEY CONTROL
 CP2679
 CP2679  NAD 83(1993)-  32 18 16.18022(N)    090 15 17.04703(W) AD(       ) 2
 CP2679  NAD 83(1986)-  32 18 16.19901(N)    090 15 17.03930(W) AD(       ) 2
 CP2679  NAD 27      -  32 18 15.67200(N)    090 15 16.71400(W) AD(       ) 2
 CP2679
 CP2679.Superseded values are not recommended for survey control.
 CP2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2679.See file dsdata.txt to determine how the superseded data were derived.
 CP2679
 CP2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5848777499(NAD 83)
 CP2679_MARKER: DS = TRIANGULATION STATION DISK
 CP2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2679_SP_SET: CONCRETE POST
 CP2679_STAMPING: JACKSON NW BASE 2 1960 1980
 CP2679_MARK LOGO: NGS   
 CP2679_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2679+STABILITY: SURFACE MOTION
 CP2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2679+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP2679
 CP2679  HISTORY     - Date     Condition        Report By
 CP2679  HISTORY     - 1980     MONUMENTED       NGS
 CP2679  HISTORY     - 1980     GOOD             NGS
 CP2679  HISTORY     - 19920611 GOOD             NGS
 CP2679
 CP2679                          STATION DESCRIPTION
 CP2679
 CP2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP2679'ONLY THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD
 CP2679'CONDITION.  ALL OTHER MARK HAD BEEN DESTROYED.  A NEW STATION SURFACE
 CP2679'MARK, REFERENCE MARKS NO.6 AND NO.7 AND A NEW AZIMUTH MARK WERE
 CP2679'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 CP2679'
 CP2679'THE STATION IS LOCATED 3.5 MILES WEST-SOUTHWEST OF THE CENTER OF
 CP2679'JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND ROBINSON ROAD, IN
 CP2679'THE CONCRETE MEDIAN BETWEEN THE EAST AND WEST BOUND LANES OF
 CP2679'U.S. HIGHWAY 80.
 CP2679'
 CP2679'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 220 AND U.S. HIGHWAY
 CP2679'80, GO WESTERLY ON U.S. HIGHWAY 80 FOR 0.6 MILE TO THE JUNCTION OF
 CP2679'ROBINSON ROAD AND STATION JUST WEST OF INTERSECTION AS DESCRIBED.
 CP2679'
 CP2679'STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS,
 CP2679'STAMPED---JACKSON N.W. BASE 2 1960 1980---THE SURFACE DISK IS SET IN
 CP2679'THE CONCRETE MEDIAN OF U.S. HIGHWAY 80, 28 FEET NORTH OF THE CENTER
 CP2679'OF THE EAST BOUND LANES OF HIGHWAY 80, 15.6 FEET SOUTH OF THE WEST
 CP2679'BOUND LANES OF HIGHWAY 80 AND 38 FEET WEST OF THE EAST END OF CONCRETE
 CP2679'MEDIAN.
 CP2679'
 CP2679'REFERENCE MARK NO.6 IS A STANDARD DISK, STAMPED---JACKSON N.W. BASE
 CP2679'2 NO.6 1980---AND SET IN A DRILL HOLE IN A CONCRETE ISLAND AT THE
 CP2679'SOUTH-WEST CORNER OF THE INTERSECTION OF HIGHWAY 80 AND ROBINSON
 CP2679'ROAD.  IT IS 33 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 CP2679'HIGHWAY 80, 26 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 CP2679'ROBINSON ROAD AND 11.3 FEET SOUTH-SOUTHEAST OF A METAL POLE IN
 CP2679'CONCRETE ISLAND WITH ROUTE SIGNS ATTACHED.
 CP2679'
 CP2679'REFERENCE MARK NO.7 IS A STANDARD DISK, STAMPED---JACKSON N.W. BASE
 CP2679'2 NO. 7 1980---AND SET IN A DRILL HOLE IN THE CONCRETE MEDIAN OF
 CP2679'U.S. HIGHWAY 80.  IT IS 93 FEET WEST OF THE EAST END OF THE CONCRETE
 CP2679'MEDIAN, 28 FEET NORTH OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY
 CP2679'80 AND 16 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY
 CP2679'80.
 CP2679'
 CP2679'AZIMUTH MARK IS A STANDARD DISK, STAMPED---JACKSON N.W. BASE 2 1960
 CP2679'1980---AND SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE NORTH
 CP2679'BOUND BRIDGE OF INTERSTATE HIGHWAY 220 OVER HIGHWAY 80.  IT IS 74.3
 CP2679'FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE EAST ONE OF TWO
 CP2679'BRIDGES OVER HIGHWAY 80 AND 1.4 FEET WEST-NORTHWEST OF THE EAST
 CP2679'CONCRETE GUARD WALL OF BRIDGE.
 CP2679'
 CP2679'TO REACH AZIMUTH MARK FROM THE STATION, GO EASTERLY ON U.S. HIGHWAY
 CP2679'80 FOR 0.6 MILE TO RAMP ON RIGHT LEADING TO INTERSTATE HIGHWAY 220
 CP2679'NORTH, TURN RIGHT AND FOLLOW RAMP 0.1 MILE TO BRIDGE OVER HIGHWAY 80
 CP2679'AND MARK ON RIGHT.
 CP2679
 CP2679                          STATION RECOVERY (1980)
 CP2679
 CP2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CP2679'RECOVERED IN GOOD CONDITION.
 CP2679
 CP2679                          STATION RECOVERY (1992)
 CP2679
 CP2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2679'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP2679'18 (ROBINSON ROAD), 22.1 M (72.5 FT) NORTHWEST OF THE CENTER OF THE
 CP2679'STATE HIGHWAY, 17.2 M (56.4 FT) SOUTHEAST OF REFERENCE MARK 7, 8.5 M
 CP2679'(27.9 FT) NORTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE U.S.
 CP2679'HIGHWAY, 4.8 M (15.7 FT) SOUTHWEST OF THE CENTER OF THE WESTBOUND
 CP2679'LANES OF THE U.S. HIGHWAY, 3.0 M (9.8 FT) SOUTHEAST OF THE EAST END
 CP2679'OF A MEDIAN, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY THE
 CP2679'HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3424 ***********************************************************************
 CP3424  DESIGNATION -  JACKSON NW BASE 2 RM 7
 CP3424  PID         -  CP3424
 CP3424  STATE/COUNTY-  MS/HINDS
 CP3424  USGS QUAD   -  CLINTON (1980)
 CP3424
 CP3424                         *CURRENT SURVEY CONTROL
 CP3424  ___________________________________________________________________
 CP3424* NAD 83(1986)-  32 18 17.     (N)    090 15 18.     (W)     SCALED    
 CP3424* NAVD 88     -       114.538  (meters)     375.78   (feet)  ADJUSTED  
 CP3424  ___________________________________________________________________
 CP3424  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP3424  DYNAMIC HT  -         114.408 (meters)     375.35  (feet)  COMP
 CP3424  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CP3424
 CP3424  VERT ORDER  -  FIRST     CLASS II
 CP3424
 CP3424.The horizontal coordinates were scaled from a topographic map and have
 CP3424.an estimated accuracy of +/- 6 seconds.
 CP3424
 CP3424.The orthometric height was determined by differential leveling
 CP3424.and adjusted in July 1994.
 CP3424
 CP3424.The geoid height was determined by GEOID03.
 CP3424
 CP3424.The dynamic height is computed by dividing the NAVD 88
 CP3424.geopotential number by the normal gravity value computed on the
 CP3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3424.degrees latitude (g = 980.6199 gals.).
 CP3424
 CP3424.The modeled gravity was interpolated from observed gravity values.
 CP3424
 CP3424;                    North         East    Units  Estimated Accuracy
 CP3424;SPC MS W     -   310,940.      707,380.      MT  (+/- 180 meters Scaled)
 CP3424
 CP3424                          SUPERSEDED SURVEY CONTROL
 CP3424
 CP3424.No superseded survey control is available for this station.
 CP3424
 CP3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR584775(NAD 83)
 CP3424_MARKER: DR = REFERENCE MARK DISK
 CP3424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CP3424_SP_SET: MEDIAN
 CP3424_STAMPING: JACKSON NW BASE 2 NO 7 1980
 CP3424_MARK LOGO: NGS   
 CP3424_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CP3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3424+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP3424
 CP3424  HISTORY     - Date     Condition        Report By
 CP3424  HISTORY     - 1980     MONUMENTED       NGS
 CP3424  HISTORY     - 19920611 GOOD             NGS
 CP3424
 CP3424                          STATION DESCRIPTION
 CP3424
 CP3424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3424'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CP3424'18 (ROBINSON ROAD), IN A CONCRETE MEDIAN OF THE U.S. HIGHWAY, 39.3 M
 CP3424'(128.9 FT) WEST OF THE CENTER OF THE STATE HIGHWAY, 17.2 M (56.4 FT)
 CP3424'WEST OF TRIANGULATION STATION JACKSON NW BASE 2 RESET, 13.7 M
 CP3424'(44.9 FT) WEST OF THE EAST END OF THE MEDIAN, 8.5 M (27.9 FT) NORTH
 CP3424'OF THE CENTER OF THE EASTBOUND LANES OF THE U.S. HIGHWAY, 4.9 M
 CP3424'(16.1 FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE U.S.
 CP3424'HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH0311 ***********************************************************************
 BH0311  DESIGNATION -  JACKSON RM 1
 BH0311  PID         -  BH0311
 BH0311  STATE/COUNTY-  MS/JACKSON
 BH0311  USGS QUAD   -  PASCAGOULA NORTH (1982)
 BH0311
 BH0311                         *CURRENT SURVEY CONTROL
 BH0311  ___________________________________________________________________
 BH0311* NAD 83(1986)-  30 24 28.     (N)    088 32 12.     (W)     SCALED    
 BH0311* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 BH0311  ___________________________________________________________________
 BH0311  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH0311  VERT ORDER  -  SECOND    CLASS II (See Below)
 BH0311
 BH0311.The horizontal coordinates were scaled from a topographic map and have
 BH0311.an estimated accuracy of +/- 6 seconds.
 BH0311
 BH0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0311.The vertical order pertains to the NGVD 29 superseded value.
 BH0311
 BH0311.The geoid height was determined by GEOID03.
 BH0311
 BH0311;                    North         East    Units  Estimated Accuracy
 BH0311;SPC MS E     -   100,660.      328,510.      MT  (+/- 180 meters Scaled)
 BH0311
 BH0311                          SUPERSEDED SURVEY CONTROL
 BH0311
 BH0311  NGVD 29 (??/??/??)    6.612  (m)           21.69   (f) ADJUSTED    2 2
 BH0311
 BH0311.Superseded values are not recommended for survey control.
 BH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0311.See file dsdata.txt to determine how the superseded data were derived.
 BH0311
 BH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU523649(NAD 83)
 BH0311_MARKER: DR = REFERENCE MARK DISK
 BH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0311_STAMPING: JACKSON 1921
 BH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0311+STABILITY: SURFACE MOTION
 BH0311
 BH0311  HISTORY     - Date     Condition        Report By
 BH0311  HISTORY     - 1921     MONUMENTED       CGS
 BH0311  HISTORY     - 1973     GOOD             MSHD
 BH0311
 BH0311                          STATION DESCRIPTION
 BH0311
 BH0311'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973
 BH0311'0.45 MI S FROM MOSS POINT.
 BH0311'THE MARK IS LOCATED 0.45 MILE SOUTH OF THE CENTER OF THE BUSINESS
 BH0311'DISTRICT AT MOSS POINT ON THE E ROW OF THE MISSISSIPPI EXPORT RAILROAD
 BH0311'TRACK, 0.1 MILE SW OF THE MOSS POINT ELEMENTARY SCHOOL.  IT IS 37.73
 BH0311'FEET EAST OF THE STATION, 15 FEET EAST OF THE EAST RAIL, 156 FEET
 BH0311'SOUTH OF THE CENTER OF ELY STREET, 71 FEET ESE AND ACROSS THE TRACK
 BH0311'FROM THE NE CORNER OF A FRAME HOUSE, 22 FEET SOUTH OF THE PROJECTED
 BH0311'PLANE OF THE NORTH WALL OF THE HOUSE, 67.5 FEET EAST OF THE EAST WALL
 BH0311'OF THE HOUSE, 136 FEET SOUTH OF A POWER POLE WITH A LAMP ON IT, 104
 BH0311'FEET NW OF THE NW CORNER OF A FRAME HOUSE, 45.5 FEET NW OF A 48 INCH
 BH0311'OAK, 1 FOOT NE OF A METAL WITNESS POST SET IN THE TOP OF AN 8 INCH
 BH0311'SQUARE CONCRETE POST ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE
 BH0311'GROUND.  TO REACH FROM THE PASCAGOULA MOSS POINT BANK IN MOSS POINT GO
 BH0311'SOUTH ON MAIN STREET (HIGHWAY 63) FOR 0.4 MILE TO ELY STREET ON THE
 BH0311'LEFT.  TURN LEFT AND GO EAST ON ELY STREET FOR 0.15 MILE TO A RAILROAD
 BH0311'CROSSING AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2327 ***********************************************************************
 CP2327  DESIGNATION -  JACKSON SE BASE AZ MK
 CP2327  PID         -  CP2327
 CP2327  STATE/COUNTY-  MS/HINDS
 CP2327  USGS QUAD   -  JACKSON (1998)
 CP2327
 CP2327                         *CURRENT SURVEY CONTROL
 CP2327  ___________________________________________________________________
 CP2327* NAD 83(1986)-  32 17 12.     (N)    090 12 53.     (W)     SCALED    
 CP2327* NAVD 88     -        86.75   (+/-2cm)     284.6    (feet)  VERTCON   
 CP2327  ___________________________________________________________________
 CP2327  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP2327  VERT ORDER  -  THIRD (See Below)
 CP2327
 CP2327.The horizontal coordinates were scaled from a topographic map and have
 CP2327.an estimated accuracy of +/- 6 seconds.
 CP2327
 CP2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP2327.The vertical order pertains to the NGVD 29 superseded value.
 CP2327
 CP2327.The geoid height was determined by GEOID03.
 CP2327
 CP2327;                    North         East    Units  Estimated Accuracy
 CP2327;SPC MS W     -   308,940.      711,170.      MT  (+/- 180 meters Scaled)
 CP2327
 CP2327                          SUPERSEDED SURVEY CONTROL
 CP2327
 CP2327  NGVD 29 (08/12/04)   86.77   (m)          284.7    (f) RESET       3  
 CP2327
 CP2327.Superseded values are not recommended for survey control.
 CP2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2327.See file dsdata.txt to determine how the superseded data were derived.
 CP2327
 CP2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR623756(NAD 83)
 CP2327_MARKER: DZ = AZIMUTH MARK DISK
 CP2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP2327_STAMPING: JACKSON SOUTHEAST BASE 1945
 CP2327_PROJECTION: FLUSH
 CP2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2327+STABILITY: SURFACE MOTION
 CP2327
 CP2327  HISTORY     - Date     Condition        Report By
 CP2327  HISTORY     - 1977     MONUMENTED       MSHD
 CP2327  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP2327
 CP2327                          STATION DESCRIPTION
 CP2327
 CP2327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP2327'IN JACKSON.
 CP2327'ABOUT 0.85 MILE SOUTHEAST OF THE STATION, 93 PACES NORTHWEST OF THE
 CP2327'SOUTHEAST END OF NEUTRAL GROUND AT THE INTERSECTION OF U.S. HIGHWAY 80
 CP2327'AND VALLEY STREET, IN LINE WITH A ROW OF SMALL MAGNOLIA TREES, 9 FT.
 CP2327'SOUTHWEST OF THE CURB OF THE WESTBOUND LANE, 10.5 FT. NORTHEAST OF
 CP2327'THE CURB OF THE EASTBOUND LANE, AND OPPOSITE THE THIRD POWER POLE
 CP2327'NORTHWEST OF VALLEY STREET, COUNTING THE POLES ON THE SOUTHWEST SIDE
 CP2327'OF THE HIGHWAY.
 CP2327
 CP2327                          STATION RECOVERY (1992)
 CP2327
 CP2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP2327'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3427 ***********************************************************************
 CP3427  DESIGNATION -  JACKSON SE BASE RESET
 CP3427  PID         -  CP3427
 CP3427  STATE/COUNTY-  MS/HINDS
 CP3427  USGS QUAD   -  JACKSON (1998)
 CP3427
 CP3427                         *CURRENT SURVEY CONTROL
 CP3427  ___________________________________________________________________
 CP3427* NAD 83(1993)-  32 17 26.43198(N)    090 13 34.74861(W)     ADJUSTED  
 CP3427* NAVD 88     -        94.371  (meters)     309.62   (feet)  ADJUSTED  
 CP3427  ___________________________________________________________________
 CP3427  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CP3427  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3427  DYNAMIC HT  -          94.265 (meters)     309.27  (feet)  COMP
 CP3427  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CP3427
 CP3427  HORZ ORDER  -  FIRST
 CP3427  VERT ORDER  -  FIRST     CLASS II
 CP3427
 CP3427.The horizontal coordinates were established by classical geodetic methods
 CP3427.and adjusted by the National Geodetic Survey in May 1994.
 CP3427
 CP3427.The orthometric height was determined by differential leveling
 CP3427.and adjusted in July 1994.
 CP3427
 CP3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP3427
 CP3427.The geoid height was determined by GEOID03.
 CP3427
 CP3427.The dynamic height is computed by dividing the NAVD 88
 CP3427.geopotential number by the normal gravity value computed on the
 CP3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3427.degrees latitude (g = 980.6199 gals.).
 CP3427
 CP3427.The modeled gravity was interpolated from observed gravity values.
 CP3427
 CP3427;                    North         East     Units Scale Factor Converg.
 CP3427;SPC MS W     -   309,385.542   710,079.582   MT  0.99995125   +0 03 25.8
 CP3427;SPC MS W     - 1,015,042.40  2,329,652.76   sFT  0.99995125   +0 03 25.8
 CP3427;UTM  15      - 3,576,034.767   761,203.211   MT  1.00044145   +1 28 57.3
 CP3427
 CP3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP3427!SPC MS W     -   0.99998932  x   0.99995125  =   0.99994057
 CP3427!UTM  15      -   0.99998932  x   1.00044145  =   1.00043076
 CP3427
 CP3427|---------------------------------------------------------------------|
 CP3427| PID    Reference Object                     Distance      Geod. Az  |
 CP3427|                                                           dddmmss.s |
 CP3427| CP0369 JACKSON SE BASE RM 2                 31.050 METERS 01505     |
 CP3427| CP2589 JACKSON DELTA COTTON CO TANK        APPROX. 1.1 KM 0681114.0 |
 CP3427| CP2327 JACKSON SE BASE AZ MK                              1113952.0 |
 CP3427| CP2665 VAN WINKLE MUNICIPAL TANK           APPROX. 3.7 KM 2935939.3 |
 CP3427| CP0368 JACKSON SE BASE RM 1                 25.609 METERS 29950     |
 CP3427|---------------------------------------------------------------------|
 CP3427
 CP3427                          SUPERSEDED SURVEY CONTROL
 CP3427
 CP3427  NAD 83(1986)-  32 17 26.44616(N)    090 13 34.74386(W) AD(       ) 1
 CP3427
 CP3427.Superseded values are not recommended for survey control.
 CP3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3427.See file dsdata.txt to determine how the superseded data were derived.
 CP3427
 CP3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6120376035(NAD 83)
 CP3427_MARKER: DS = TRIANGULATION STATION DISK
 CP3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3427_SP_SET: CONCRETE POST
 CP3427_STAMPING: JACKSON SE BASE 1945 1980
 CP3427_MARK LOGO: NGS   
 CP3427_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3427+STABILITY: SURFACE MOTION
 CP3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3427+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP3427
 CP3427  HISTORY     - Date     Condition        Report By
 CP3427  HISTORY     - 1980     MONUMENTED       NGS
 CP3427  HISTORY     - 1980     GOOD             NGS
 CP3427  HISTORY     - 1985     GOOD             MSSU
 CP3427  HISTORY     - 19920611 GOOD             NGS
 CP3427
 CP3427                          STATION DESCRIPTION
 CP3427
 CP3427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CP3427'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO.2 WERE RECOVERED
 CP3427'IN GOOD CONDITION.  THE STATION SURFACE MARK, REFERENCE MARK NO.1
 CP3427'AND THE AZIMUTH MARK WERE DESTROYED BY ROAD CONSTRUCTION.  A NEW
 CP3427'STATION SURFACE MARK WAS SET OVER THE UNDERGROUND MARK AND A NEW
 CP3427'REFERENCE MARK NO.3 WAS ESTABLISHED.  THE AZIMUTH MARK FOR STATION
 CP3427'JACKSON NW BASE 2 1980 WAS USED AS AN AZIMUTH MARK FOR THIS
 CP3427'STATION.  A NEW DESCRIPTION FOLLOWS--
 CP3427'
 CP3427'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE CENTER OF
 CP3427'JACKSON, BETWEEN THE EAST AND WEST BOUND TRAFFIC LANES OF U.S. HIGHWAY
 CP3427'80.
 CP3427'
 CP3427'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 220 AND U.S. HIGHWAY
 CP3427'80, GO EAST ON U.S. HIGHWAY 80 FOR 1.25 MILES TO THE JUNCTION OF
 CP3427'ELLIS AVENUE, CONTINUE EAST ON U.S. HIGHWAY 80 FOR 0.1 MILE TO
 CP3427'STATION.
 CP3427'
 CP3427'STATION IS A STANDARD DISK, STAMPED---JACKSON SE BASE 1945
 CP3427'1980---SET IN A IRREGULAR CONCRETE POST FLUSH WITH THE ASPHALT
 CP3427'SURFACE OF HIGHWAY.  IT IS IN THE CENTER OF HIGHWAY BETWEEN TWO SETS
 CP3427'OF DOUBLE YELLOW LINE MARKING A NON-TRAFFIC AREA OF HIGHWAY, 111.5
 CP3427'FEET WEST-SOUTHWEST OF A POWER POLE WITH ONE TRANSFORMER, 95 FEET
 CP3427'NORTH-NORTHEAST OF A POWER POLE WITH THREE TRANSFORMERS, 62 FEET
 CP3427'EAST-NORTHEAST OF THE CENTER OF THE ENTRANCE TO THE DRAKE MOTEL AND
 CP3427'40.3 FEET NORTH-NORTH EAST OF THE SOUTH CURB OF HIGHWAY.
 CP3427'
 CP3427'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---JACKSON SOUTHEAST
 CP3427'BASE NO.2 1945---SET IN TOP OF A ROUND CONCRETE POST 2 FEET BELOW
 CP3427'THE SURFACE OF THE GROUND.  IT IS 76.5 FEET EAST-SOUTHEAST OF THE
 CP3427'SOUTHEAST CORNER OF BANK BUILDING, 50.2 FEET SOUTHWEST OF THE
 CP3427'SOUTHWEST CORNER OF OFFICE TRAILER, 24.5 FEET NORTH OF THE CENTER OF
 CP3427'FRONTAGE ROAD, 8.3 FEET NORTH-NORTHWEST OF A FIRE HYDRANT AND 2.6
 CP3427'FEET NORTH OF A METAL WITNESS POST AND SIGN.
 CP3427'
 CP3427'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---JACKSON SE BASE
 CP3427'1945 NO 3 1980---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CP3427'GROUND.  IT IS 92 FEET NORTHWEST OF A POWER POLE WITH THREE
 CP3427'TRANSFORMERS, 61 FEET SOUTH-SOUTHWEST OF THE CENTER YELLOW STRIPE OF
 CP3427'HIGHWAY, 47.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MOTEL
 CP3427'BUILDING, 41 FEET WEST-NORTHWEST OF THE CENTER OF ENTRANCE ROAD TO
 CP3427'DRAKE MOTEL AND 11.5 FEET NORTH OF A SMALL METAL ROD WITH YARD LIGHT
 CP3427'ATTACHED.
 CP3427'
 CP3427'AZIMUTH MARK IS A STANDARD DISK, STAMPED---JACKSON NW BASE 2 1960
 CP3427'1980---AND SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 CP3427'NORTH-BOUND BRIDGE OF INTERSTATE HIGHWAY 220 OVER U.S. HIGHWAY 80.  IT
 CP3427'IS 74.3 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE EAST ONE
 CP3427'OF TWO BRIDGES OVER HIGHWAY 80 AND 1.4 FEET WEST-NORTHWEST OF THE
 CP3427'EAST CONCRETE GUARD WALL OF BRIDGE.
 CP3427'
 CP3427'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON U.S. HIGHWAY 80 FOR
 CP3427'1.35 MILES TO EAST ONE OF TWO CONCRETE BRIDGES OVER HIGHWAY AND MARK
 CP3427'IN BRIDGE AS DESCRIBED.
 CP3427
 CP3427                          STATION RECOVERY (1980)
 CP3427
 CP3427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CP3427'RECOVERED IN GOOD CONDITION.
 CP3427
 CP3427                          STATION RECOVERY (1985)
 CP3427
 CP3427'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (VW)
 CP3427'JACKSON S.E. BASE 1945 1980 FOUND GOOD.
 CP3427'
 CP3427'JACKSON S.E. BASE NO. 2 1945 RECOVERED GOOD.
 CP3427'
 CP3427'JACKSON S.E. BASE 1945 NO. 3 1980 FOUND GOOD.
 CP3427'
 CP3427'JACKSON N.W. BASE (AZ) 1960 1980 FOUND GOOD.
 CP3427
 CP3427                          STATION RECOVERY (1992)
 CP3427
 CP3427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP3427'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND ELLIS AVENUE,
 CP3427'160.0 M (524.9 FT) EAST OF THE CENTER OF THE AVENUE, 33.9 M
 CP3427'(111.2 FT) EAST OF REFERENCE MARK 3, 33.3 M (109.3 FT)
 CP3427'SOUTH-SOUTHWEST OF A UTILITY POLE WITH 2 TRANSFORMERS, 30.2 M
 CP3427'(99.1 FT) NORTHWEST OF THE CENTER OF AN ENTRANCE TO A DAYS INN MOTEL,
 CP3427'19.6 M (64.3 FT) NORTHEAST OF THE CENTER OF THE MOST EASTERLY OF 2
 CP3427'ENTRANCES TO A BEST WESTERN MOTEL, AND THE MONUMENT IS NEAR THE
 CP3427'CENTER OF THE HIGHWAY BETWEEN 2 SETS OF DOUBLE YELLOW LINES.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0368 ***********************************************************************
 CP0368  DESIGNATION -  JACKSON SE BASE RM 1
 CP0368  PID         -  CP0368
 CP0368  STATE/COUNTY-  MS/HINDS
 CP0368  USGS QUAD   -  JACKSON (1998)
 CP0368
 CP0368                         *CURRENT SURVEY CONTROL
 CP0368  ___________________________________________________________________
 CP0368* NAD 83(1986)-  32 17 27.     (N)    090 13 34.     (W)     SCALED    
 CP0368* NAVD 88     -        94.62   (+/-2cm)     310.4    (feet)  VERTCON   
 CP0368  ___________________________________________________________________
 CP0368  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0368
 CP0368.The horizontal coordinates were scaled from a topographic map and have
 CP0368.an estimated accuracy of +/- 6 seconds.
 CP0368
 CP0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0368.The vertical order pertains to the NGVD 29 superseded value.
 CP0368
 CP0368.The geoid height was determined by GEOID03.
 CP0368
 CP0368;                    North         East    Units  Estimated Accuracy
 CP0368;SPC MS W     -   309,400.      710,100.      MT  (+/- 180 meters Scaled)
 CP0368
 CP0368                          SUPERSEDED SURVEY CONTROL
 CP0368
 CP0368  NGVD 29 (??/??/92)   94.642  (m)          310.50   (f) ADJ UNCH    2 0
 CP0368
 CP0368.Superseded values are not recommended for survey control.
 CP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0368.See file dsdata.txt to determine how the superseded data were derived.
 CP0368
 CP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR612760(NAD 83)
 CP0368_MARKER: DR = REFERENCE MARK DISK
 CP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0368_STAMPING: JACKSON SOUTHEAST BASE NO 1 1945
 CP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0368+STABILITY: SURFACE MOTION
 CP0368
 CP0368  HISTORY     - Date     Condition        Report By
 CP0368  HISTORY     - 1945     MONUMENTED       CGS
 CP0368  HISTORY     - 1977     GOOD             MSHD
 CP0368  HISTORY     - 19920609 MARK NOT FOUND   NGS
 CP0368
 CP0368                          STATION DESCRIPTION
 CP0368
 CP0368'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0368'3 MI WSW FROM JACKSON.
 CP0368'THE MARK IS LOCATED 3 MILES WEST-SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0368'JACKSON IN THE MEDIAN BETWEEN THE TWO LANES OF U.S. HIGHWAY 80, 0.1
 CP0368'MILE EAST OF THE INTERSECTION OF ELLIS AVENUE ACROSS THE EAST BOUND
 CP0368'LANE FROM THE DRAKE MOTEL NEAR THE CENTER OF THE WEST SIDE OF SECTION
 CP0368'8, T 5N, R 1E.  IT IS 84.02 FEET WEST-NORTHWEST OF THE STATION, 118
 CP0368'FEET SOUTHEAST OF A POWER POLE, 68 FEET WEST OF AN 8 INCH MAGNOLIA, 37
 CP0368'FEET WEST OF THE PROJECTED ENTRANCE TO THE DRAKE MOTEL, 20.5 FEET
 CP0368'NORTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 80, 20 FEET
 CP0368'SOUTH OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 80 SET IN
 CP0368'THE TOP OF A SQUARE CONCRETE POST ABOUT 1.5 FEET ABOVE THE LEVEL OF
 CP0368'THE HIGHWAY AND IS FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM THE
 CP0368'OLD CAPITOL IN JACKSON GO SOUTH ON STATE STREET FOR 1.35 MILES TO THE
 CP0368'ENTRANCE RAMP TO U.S. HIGHWAY 80.  TURN RIGHT ON THE ENTRANCE RAMP
 CP0368'ONTO U.S. HIGHWAY 80 AND GO WEST FOR 1.9 MILES TO THE INTERSECTION OF
 CP0368'VALLEY STREET.  CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.65 MILE TO THE
 CP0368'MARK ON THE LEFT.
 CP0368
 CP0368                          STATION RECOVERY (1992)
 CP0368
 CP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0368'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0369 ***********************************************************************
 CP0369  DESIGNATION -  JACKSON SE BASE RM 2
 CP0369  PID         -  CP0369
 CP0369  STATE/COUNTY-  MS/HINDS
 CP0369  USGS QUAD   -  JACKSON (1998)
 CP0369
 CP0369                         *CURRENT SURVEY CONTROL
 CP0369  ___________________________________________________________________
 CP0369* NAD 83(1986)-  32 17 27.     (N)    090 13 33.     (W)     SCALED    
 CP0369* NAVD 88     -        92.21   (+/-2cm)     302.5    (feet)  VERTCON   
 CP0369  ___________________________________________________________________
 CP0369  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CP0369
 CP0369.The horizontal coordinates were scaled from a topographic map and have
 CP0369.an estimated accuracy of +/- 6 seconds.
 CP0369
 CP0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0369.The vertical order pertains to the NGVD 29 superseded value.
 CP0369
 CP0369.The geoid height was determined by GEOID03.
 CP0369
 CP0369;                    North         East    Units  Estimated Accuracy
 CP0369;SPC MS W     -   309,400.      710,130.      MT  (+/- 180 meters Scaled)
 CP0369
 CP0369                          SUPERSEDED SURVEY CONTROL
 CP0369
 CP0369  NGVD 29 (??/??/92)   92.233  (m)          302.60   (f) ADJ UNCH    2 0
 CP0369
 CP0369.Superseded values are not recommended for survey control.
 CP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0369.See file dsdata.txt to determine how the superseded data were derived.
 CP0369
 CP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR612760(NAD 83)
 CP0369_MARKER: DR = REFERENCE MARK DISK
 CP0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0369_STAMPING: JACKSON SOUTHEAST BASE NO 2 1945
 CP0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0369+STABILITY: SURFACE MOTION
 CP0369
 CP0369  HISTORY     - Date     Condition        Report By
 CP0369  HISTORY     - 1945     MONUMENTED       CGS
 CP0369  HISTORY     - 1977     GOOD             MSHD
 CP0369  HISTORY     - 19920611 MARK NOT FOUND   NGS
 CP0369
 CP0369                          STATION DESCRIPTION
 CP0369
 CP0369'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0369'3 MI WSW FROM JACKSON.
 CP0369'THE MARK IS LOCATED 3 MILES WEST-SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP0369'JACKSON ON THE NORTH RIGHT OF WAY OF U.S. HIGHWAY 80, 0.1 MILE EAST OF
 CP0369'THE INTERSECTION OF ELLIS AVENUE ON THE OPPOSITE SIDE OF THE HIGHWAY
 CP0369'FROM THE DRAKE MOTEL NEAR THE CENTER OF THE WEST SIDE OF SECTION 8, T
 CP0369'5N, R 1E.  IT IS 101.87 FEET NORTH-NORTHEAST OF THE STATION, 126 FEET
 CP0369'EAST OF A POWER POLE, 80.6 FEET WEST OF A POWER POLE WITH A
 CP0369'TRANSFORMER AND A LAMP, 79 FEET NORTH OF THE CENTER OF THE WEST BOUND
 CP0369'LANE OF U.S. HIGHWAY 80, 24 FEET NORTH OF THE CENTER OF A BLACK TOP
 CP0369'ROAD, 20 FEET SOUTH OF A POWER POLE WITH A LAMP, 8.6 FEET
 CP0369'NORTH-NORTHWEST OF THE CENTER OF A FIRE PLUG SET IN THE TOP OF A
 CP0369'SQUARE CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 CP0369'IS 20 INCHES BELOW THE GROUND.  NOTE-- TO REACH FROM THE OLD CAPITOL
 CP0369'IN JACKSON GO SOUTH ON STATE STREET FOR 1.35 MILES TO THE ENTRANCE
 CP0369'RAMP ONTO U.S. HIGHWAY 80.  TURN RIGHT ON THE ENTRANCE RAMP ONTO U.S.
 CP0369'HIGHWAY AND GO WEST FOR 1.9 MILES TO THE INTERSECTION OF VALLEY
 CP0369'STREET.  CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.65 MILE TO THE MARK ON
 CP0369'THE RIGHT.
 CP0369
 CP0369                          STATION RECOVERY (1992)
 CP0369
 CP0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CP0369'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3428 ***********************************************************************
 CP3428  DESIGNATION -  JACKSON SE BASE RM 3
 CP3428  PID         -  CP3428
 CP3428  STATE/COUNTY-  MS/HINDS
 CP3428  USGS QUAD   -  JACKSON (1998)
 CP3428
 CP3428                         *CURRENT SURVEY CONTROL
 CP3428  ___________________________________________________________________
 CP3428* NAD 83(1986)-  32 17 25.     (N)    090 13 33.     (W)     SCALED    
 CP3428* NAVD 88     -        95.601  (meters)     313.65   (feet)  ADJUSTED  
 CP3428  ___________________________________________________________________
 CP3428  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CP3428  DYNAMIC HT  -          95.493 (meters)     313.30  (feet)  COMP
 CP3428  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 CP3428
 CP3428  VERT ORDER  -  FIRST     CLASS II
 CP3428
 CP3428.The horizontal coordinates were scaled from a topographic map and have
 CP3428.an estimated accuracy of +/- 6 seconds.
 CP3428
 CP3428.The orthometric height was determined by differential leveling
 CP3428.and adjusted in July 1994.
 CP3428
 CP3428.The geoid height was determined by GEOID03.
 CP3428
 CP3428.The dynamic height is computed by dividing the NAVD 88
 CP3428.geopotential number by the normal gravity value computed on the
 CP3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3428.degrees latitude (g = 980.6199 gals.).
 CP3428
 CP3428.The modeled gravity was interpolated from observed gravity values.
 CP3428
 CP3428;                    North         East    Units  Estimated Accuracy
 CP3428;SPC MS W     -   309,340.      710,130.      MT  (+/- 180 meters Scaled)
 CP3428
 CP3428                          SUPERSEDED SURVEY CONTROL
 CP3428
 CP3428.No superseded survey control is available for this station.
 CP3428
 CP3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR612759(NAD 83)
 CP3428_MARKER: DR = REFERENCE MARK DISK
 CP3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3428_SP_SET: CONCRETE POST
 CP3428_STAMPING: JACKSON SE BASE 1945 NO 3 1980
 CP3428_MARK LOGO: NGS   
 CP3428_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3428+STABILITY: SURFACE MOTION
 CP3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP3428+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 CP3428
 CP3428  HISTORY     - Date     Condition        Report By
 CP3428  HISTORY     - 1980     MONUMENTED       NGS
 CP3428  HISTORY     - 19920611 GOOD             NGS
 CP3428
 CP3428                          STATION DESCRIPTION
 CP3428
 CP3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CP3428'IN JACKSON, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND ELLIS AVENUE,
 CP3428'113.0 M (370.7 FT) SOUTHEAST OF THE CENTER OF THE AVENUE, 33.9 M
 CP3428'(111.2 FT) WEST OF THE TRIANGULATION STATION JACKSON SE BASE RESET,
 CP3428'32.1 M (105.3 FT) EAST OF THE UTILITY POLE WITH 2 GUY CABLES, 24.2 M
 CP3428'(79.4 FT) SOUTHEAST OF A TRAFFIC CONTROL BOX, 14.9 M (48.9 FT)
 CP3428'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 CP3428'12.6 M (41.3 FT) WEST OF THE CENTER OF THE EAST ENTRANCE TO THE BEST
 CP3428'WESTERN MOTEL, 0.7 M (2.3 FT) NORTH OF A WITNESS POST, AND 0.5 M
 CP3428'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2664 ***********************************************************************
 CP2664  DESIGNATION -  JACKSON TV STATION WJTV MAST
 CP2664  PID         -  CP2664
 CP2664  STATE/COUNTY-  MS/HINDS
 CP2664  USGS QUAD   -  CLINTON (1980)
 CP2664
 CP2664                         *CURRENT SURVEY CONTROL
 CP2664  ___________________________________________________________________
 CP2664* NAD 83(1993)-  32 17 03.02573(N)    090 15 51.03580(W)     ADJUSTED  
 CP2664* NAVD 88     -              **(meters)            **(feet)            
 CP2664  ___________________________________________________________________
 CP2664  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CP2664  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CP2664  HORZ ORDER  -  THIRD
 CP2664
 CP2664.The horizontal coordinates were established by classical geodetic methods
 CP2664.and adjusted by the National Geodetic Survey in May 1994.
 CP2664
 CP2664
 CP2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2664
 CP2664.The geoid height was determined by GEOID03.
 CP2664
 CP2664;                    North         East     Units Scale Factor Converg.
 CP2664;SPC MS W     -   308,661.660   706,514.275   MT  0.99995052   +0 02 13.0
 CP2664;SPC MS W     - 1,012,667.46  2,317,955.58   sFT  0.99995052   +0 02 13.0
 CP2664;UTM  15      - 3,575,222.039   757,655.314   MT  1.00041874   +1 27 43.4
 CP2664
 CP2664                          SUPERSEDED SURVEY CONTROL
 CP2664
 CP2664  NAD 83(1986)-  32 17 03.04008(N)    090 15 51.03125(W) AD(       ) 4
 CP2664  NAD 27      -  32 17 02.51300(N)    090 15 50.70400(W) AD(       ) 3
 CP2664
 CP2664.Superseded values are not recommended for survey control.
 CP2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2664.See file dsdata.txt to determine how the superseded data were derived.
 CP2664
 CP2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR5765575222(NAD 83)
 CP2664_MARKER: 42 = RADIO/TV MAST
 CP2664
 CP2664  HISTORY     - Date     Condition        Report By
 CP2664  HISTORY     - 1959     FIRST OBSERVED   CGS
 CP2664  HISTORY     - 1961     GOOD             MSHD
 CP2664  HISTORY     - 1978     GOOD             MSHD
 CP2664  HISTORY     - 1978     GOOD             NGS
 CP2664
 CP2664                          STATION DESCRIPTION
 CP2664
 CP2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 CP2664'THE STATION IS THE FLASHING RED LIGHT AT THE TOP-CENTER OF
 CP2664'THE MAST.  IT IS A VERTICAL, LACED STEEL MAST, RED AND WHITE
 CP2664'IN COLOR AND 666 FEET HIGH.  IT IS ON THE WEST SIDE OF ROBINSON
 CP2664'ROAD AND ABOUT 1 MILE SOUTH OF THE SMALL SETTLEMENT OF VAN
 CP2664'WINKLE, AND IN THE WEST EDGE OF JACKSON.
 CP2664
 CP2664                          STATION RECOVERY (1961)
 CP2664
 CP2664'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2664'THE STATION WAS VISITED 10-16-61 AND FOUND IN GOOD CONDITION.
 CP2664'THE 1959 DESCRIPTION BY O.S.R. IS ADEQUATE.
 CP2664
 CP2664                          STATION RECOVERY (1978)
 CP2664
 CP2664'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2664'THE STATION SITE WAS VISITED 4-18-78 AND THE MAST WAS FOUND TO BE
 CP2664'STANDING AND IN GOOD CONDITION.  THE 1959 LOCAL INFORMATION IS
 CP2664'ADEQUATE.
 CP2664'
 CP2664'THE STATION IS LOCATED 4.6 MILES SOUTHWEST OF THE CENTER OF DOWNTOWN
 CP2664'JACKSON, 0.6 MILE WEST-SOUTHWEST OF HINDS GENERAL HOSPITAL, 0.15
 CP2664'MILE WEST OF ROBINSON ROAD, ABOUT 100 YARDS NORTH OF T.V. ROAD IN
 CP2664'THE SOUTHEAST 1/4 OF SECTION 11, T 5N, R 1W.
 CP2664'
 CP2664'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 18 AND U.S. HIGHWAY 80
 CP2664'NEAR THE NORTHWEST CORNER OF THE METRO CENTER IN JACKSON GO
 CP2664'SOUTHWEST ON STATE HIGHWAY 18 FOR 1.95 MILES TO A CROSSROAD.  TURN
 CP2664'LEFT AND GO EAST ON T.V. ROAD FOR 0.8 MILE TO THE MAST ON THE LEFT.
 CP2664'
 CP2664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES SOUTHWEST
 CP2664'OF JACKSON.
 CP2664
 CP2664                          STATION RECOVERY (1978)
 CP2664
 CP2664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 CP2664'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THIS INTERSECTION STATION
 CP2664'IS VISIBLE FROM HAWKINS 1945 ALTHOUGH IT IS VERY NEARLY BLOCKED BY A
 CP2664'NEARBY POWER POLE.
 CP2664'
 CP2664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF
 CP2664'JACKSON.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2596 ***********************************************************************
 CP2596  DESIGNATION -  JACKSON VA CAR CHEMICAL CO TK
 CP2596  PID         -  CP2596
 CP2596  STATE/COUNTY-  MS/HINDS
 CP2596  USGS QUAD   -  JACKSON (1998)
 CP2596
 CP2596                         *CURRENT SURVEY CONTROL
 CP2596  ___________________________________________________________________
 CP2596* NAD 83(1993)-  32 20 18.91712(N)    090 11 07.29862(W)     ADJUSTED  
 CP2596* NAVD 88     -              **(meters)            **(feet)            
 CP2596  ___________________________________________________________________
 CP2596  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CP2596  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CP2596  HORZ ORDER  -  THIRD
 CP2596
 CP2596.The horizontal coordinates were established by classical geodetic methods
 CP2596.and adjusted by the National Geodetic Survey in May 1994.
 CP2596
 CP2596
 CP2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2596
 CP2596.The geoid height was determined by GEOID03.
 CP2596
 CP2596;                    North         East     Units Scale Factor Converg.
 CP2596;SPC MS W     -   314,703.003   713,930.079   MT  0.99995239   +0 04 45.0
 CP2596;SPC MS W     - 1,032,488.10  2,342,285.60   sFT  0.99995239   +0 04 45.0
 CP2596;UTM  15      - 3,581,449.143   764,922.017   MT  1.00046558   +1 30 23.4
 CP2596
 CP2596                          SUPERSEDED SURVEY CONTROL
 CP2596
 CP2596  NAD 83(1986)-  32 20 18.93162(N)    090 11 07.29388(W) AD(       ) 4
 CP2596  NAD 27      -  32 20 18.41100(N)    090 11 06.97400(W) AD(       ) 3
 CP2596
 CP2596.Superseded values are not recommended for survey control.
 CP2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2596.See file dsdata.txt to determine how the superseded data were derived.
 CP2596
 CP2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6492281449(NAD 83)
 CP2596_MARKER: 53 = ELEVATED TANK
 CP2596
 CP2596  HISTORY     - Date     Condition        Report By
 CP2596  HISTORY     - 1945     FIRST OBSERVED   CGS
 CP2596  HISTORY     - 1957     GOOD             CGS
 CP2596  HISTORY     - 1961     GOOD             MSHD
 CP2596  HISTORY     - 1967     GOOD             CGS
 CP2596  HISTORY     - 1978     GOOD             MSHD
 CP2596  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CP2596
 CP2596                          STATION DESCRIPTION
 CP2596
 CP2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP2596'THE WATER TANK IS LOCATED IN THE N SECTION OF THE CITY OF
 CP2596'JACKSON.  IT IS A 4-LEGGED STEEL STRUCTURE 100 FEET HIGH AND
 CP2596'IS PAINTED SILVER.  IT WAS ERECTED IN 1934 AND THE CAPACITY
 CP2596'OF THE TANK IS 5,000 GALLONS.  THE POINT INTERSECTED WAS A
 CP2596'10-INCH IRON BALL ON TOP OF THE TANK.
 CP2596
 CP2596                          STATION RECOVERY (1957)
 CP2596
 CP2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP2596'THE STATION WAS VISITED 2-19-57 AND FOUND IN GOOD CONDITION.
 CP2596'
 CP2596'A NEW DESCRIPTION FOLLOWS--
 CP2596'
 CP2596'THE STATION IS LOCATED IN THE NORTH SECTION OF JACKSON, IN
 CP2596'THE NORTHWEST ANGLE OF THE INTERSECTION OF THE ILLINOIS
 CP2596'CENTRAL RAILROAD TRACKS AND STONEWALL STREET, ABOUT 150 YARDS
 CP2596'WEST OF THE TRACKS AND ABOUT 150 YARDS NORTH OF STONEWALL
 CP2596'STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A
 CP2596'TANK ON ITS TOP AND ABOUT 125 FEET HIGH.  IT IS PAINTED
 CP2596'SILVER WITH LARGE RED LETTERS V C FERTILIZER PAINTED ON THE
 CP2596'NORTH AND SOUTH SIDES OF THE TANK.
 CP2596'
 CP2596'TO REACH THE STATION FROM THE OLD CAPITAL BUILDING AT THE
 CP2596'INTERSECTION OF STATE AND CAPITAL STREETS IN JACKSON, GO
 CP2596'NORTH ON N. STATE STREET FOR 3.6 MILES TO MITCHEL AVE, TURN
 CP2596'LEFT, WEST, ON MITCHEL AVE AND GO 0.45 MILE TO MILL STREET,
 CP2596'TURN RIGHT, NORTH, ON MILL STREET AND GO NORTH 2 BLOCKS TO
 CP2596'STONEWALL STREET AND THE TANK IN THE NORTHWEST ANGLE OF THE
 CP2596'TRACKS AND STONEWALL STREET.  (MILL STREET PARALLELS THE
 CP2596'TRACK.)
 CP2596
 CP2596                          STATION RECOVERY (1961)
 CP2596
 CP2596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CP2596'THE STATION WAS VISITED 10-13-61 AND FOUND IN GOOD CONDITION.
 CP2596'THE 1957 DESCRIPTION BY J.C.P. IS ADEQUATE.
 CP2596
 CP2596                          STATION RECOVERY (1967)
 CP2596
 CP2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 CP2596'THIS STATION WAS RECOVERED AS DESCRIBED.
 CP2596'
 CP2596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 CP2596'IN THE NORTH SECTION OF JACKSON, MISS.
 CP2596
 CP2596                          STATION RECOVERY (1978)
 CP2596
 CP2596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 (RLW)
 CP2596'THE STATION SITE WAS VISITED 3-31-78 AND WAS FOUND TO BE STANDING AND
 CP2596'IN GOOD CONDITION.
 CP2596'
 CP2596'THE STATION IS LOCATED 2.6 MILES NORTH OF THE CENTER OF DOWNTOWN
 CP2596'JACKSON JUST OUTSIDE THE GATE AND THE ENTRANCE TO THE ILLINOIS
 CP2596'CENTRAL GULF PIGGY BACK OFFICE WEST AND ACROSS THE RAILROAD TRACK AND
 CP2596'COMMERCE PARK DRIVE FROM THE SWIFT AGRICULTURAL CHEMEICAL CORPORATION
 CP2596'IN THE NORTHWEST 1/4 OF SECTION 27, T 6N, R 1E.  IT IS A TANK ATOP
 CP2596'A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR BUT IS GETTING
 CP2596'RUSTY ABOUT 100 FEET HIGH.  THE BALL ON THE TOP WAS THE POINT
 CP2596'OBSERVED.
 CP2596'
 CP2596'TO REACH THE STATION FROM THE MAIN POST OFFICE IN JACKSON GO NORTH
 CP2596'ON NORTHWEST STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW
 CP2596'WILSON DRIVE.  CONTINUE NORTH ON NORTHWEST STREET FOR 0.55 MILE TO
 CP2596'THE INTERSECTION OF MITCHELL STREET.  TURN LEFT AND GO WEST ON
 CP2596'MITCHELL STREET FOR 0.25 MILE TO THE INTERSECTION OF COMMERCE
 CP2596'PARK DRIVE.  TURN RIGHT AND GO NORTH ON COMMERCE PARK DRIVE FOR
 CP2596'0.2 MILE TO THE TANK ON THE LEFT JUST BEFORE REACHING A GATE.
 CP2596'
 CP2596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES NORTH
 CP2596'OF JACKSON.
 CP2596
 CP2596                          STATION RECOVERY (1988)
 CP2596
 CP2596'RECOVERY NOTE BY US POWER SQUADRON 1988 (BN)
 CP2596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2464 ***********************************************************************
 BH2464  DESIGNATION -  JAGO
 BH2464  PID         -  BH2464
 BH2464  STATE/COUNTY-  MS/GEORGE
 BH2464  USGS QUAD   -  MERRILL (1982)
 BH2464
 BH2464                         *CURRENT SURVEY CONTROL
 BH2464  ___________________________________________________________________
 BH2464* NAD 83(1993)-  30 57 25.06150(N)    088 39 24.87912(W)     ADJUSTED  
 BH2464* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 BH2464  ___________________________________________________________________
 BH2464  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BH2464  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH2464  HORZ ORDER  -  SECOND
 BH2464
 BH2464.The horizontal coordinates were established by classical geodetic methods
 BH2464.and adjusted by the National Geodetic Survey in May 1994.
 BH2464
 BH2464.The orthometric height was scaled from a topographic map.
 BH2464
 BH2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2464
 BH2464.The geoid height was determined by GEOID03.
 BH2464
 BH2464;                    North         East     Units Scale Factor Converg.
 BH2464;SPC MS E     -   161,518.684   316,855.830   MT  0.99995350   +0 05 26.7
 BH2464;SPC MS E     -   529,915.88  1,039,551.17   sFT  0.99995350   +0 05 26.7
 BH2464;UTM  16      - 3,426,009.513   341,739.786   MT  0.99990896   -0 51 08.9
 BH2464
 BH2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2464!SPC MS E     -   0.99999676  x   0.99995350  =   0.99995026
 BH2464!UTM  16      -   0.99999676  x   0.99990896  =   0.99990572
 BH2464
 BH2464|---------------------------------------------------------------------|
 BH2464| PID    Reference Object                     Distance      Geod. Az  |
 BH2464|                                                           dddmmss.s |
 BH2464| DD8972 JAGO RM 1                            22.700 METERS 06754     |
 BH2464| BH2467 BEXLEY                              APPROX. 1.9 KM 3003835.4 |
 BH2464| DD8973 JAGO RM 2                            24.030 METERS 33209     |
 BH2464|---------------------------------------------------------------------|
 BH2464
 BH2464                          SUPERSEDED SURVEY CONTROL
 BH2464
 BH2464  NAD 83(1993)-  30 57 25.06898(N)    088 39 24.87540(W) AD(       ) 2
 BH2464  NAD 83(1986)-  30 57 25.07916(N)    088 39 24.87889(W) AD(       ) 2
 BH2464  NAD 27      -  30 57 24.41000(N)    088 39 24.78100(W) AD(       ) 2
 BH2464
 BH2464.Superseded values are not recommended for survey control.
 BH2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2464.See file dsdata.txt to determine how the superseded data were derived.
 BH2464
 BH2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV4174026010(NAD 83)
 BH2464_MARKER: DS = TRIANGULATION STATION DISK
 BH2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2464
 BH2464  HISTORY     - Date     Condition        Report By
 BH2464  HISTORY     - 1921     MONUMENTED       CGS
 BH2464  HISTORY     - 1971     MARK NOT FOUND   MSHD
 BH2464  HISTORY     - 1979     MARK NOT FOUND   USGS
 BH2464
 BH2464                          STATION DESCRIPTION
 BH2464
 BH2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 BH2464'STATION IS 1-1/4 MILES S OF BEXLEY ON W (LEFT) SIDE OF TRACK, 350
 BH2464'METERS N OF MAIN ROAD CROSSING, 300 METERS N OF MILEPOST 45.
 BH2464'AT EXTREME N END OF FIRST CURVE N OF SAID CROSSING.  ON W BANK OF CUT
 BH2464'AT N END OF SAID CURVE, 56 METERS S OF WHISTLE BOARD FOR SAID
 BH2464'CROSSING, 8.40 METERS (27.56 FEET) W OF W AND NEAREST RAIL.
 BH2464'
 BH2464'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2464'SET IN CONCRETE.
 BH2464'
 BH2464'REFERENCE MARK NO. 1 ON W (LEFT) SIDE OF TRACK 0.2 METER E OF W FENCE
 BH2464'LINE.
 BH2464'
 BH2464'REFERENCE MARK NO. 2 ON OPPOSITE SIDE OF TRACK 0.3 METER W OF E FENCE
 BH2464'LINE.
 BH2464
 BH2464                          STATION RECOVERY (1971)
 BH2464
 BH2464'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (RLW)
 BH2464'THE STATION SITE WAS VISITED AND THE REFERENCE MARK, NO. 1, NO. 2,
 BH2464'WERE FOUND IN GOOD CONDITION.  THE STATION WAS NOT FOUND BUT THE
 BH2464'MEASUREMENTS FROM THE RMS INDICATE THAT IT WAS PROBABLY DESTROYED
 BH2464'WHEN DIRT WAS REMOVED FROM THE BANK.  THE REFERENCE MARKS ARE
 BH2464'LOCATED 4.4 MILES NORTHWEST OF LUCEDALE NEAR THE NORTH AND SOUTH
 BH2464'R.O.W.S OF THE GM AND O RAILROAD TRACK, ABOUT 0.3 MILE
 BH2464'NORTHWEST OF THE BRIDGE OVER U.S. HIGHWAY 98, 4-1/2 POLES NORTHWEST
 BH2464'IN THE SOUTHEAST 1/4 OF SECTION 14, T1S, R7W.
 BH2464'
 BH2464'REFERENCE MARK NO. 1 IS 74.47 FEET NORTHEAST OF THE STATION.  IT IS
 BH2464'46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 45.5 FEET WEST OF POLE NO.
 BH2464'1412, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT 2 FEET ABOVE THE
 BH2464'LEVEL OF THE TRACK.  IT IS A REFERENCE MARK DISK, STAMPED JAGO
 BH2464'NO 1, AND IS FLUSH WITH THE GROUND.
 BH2464'
 BH2464'REFERENCE MARK NO. 2 IS 78.84 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2464'45 FEET NORTHEAST OF THE NORTHEAST RAIL, 128 FEET EAST OF POLE NO.
 BH2464'141, 1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT 1 FOOT ABOVE THE
 BH2464'LEVEL OF THE TRACK.  IT IS A REFERENCE MARK DISK STAMPED JAGO
 BH2464'NO 2, PROJECTING 3 INCHES.
 BH2464'
 BH2464'TO REACH THE RMS FROM THE U.S. POST OFFICE IN LUCEDALE GO WEST ON
 BH2464'U.S. HIGHWAY 98 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 26 AND
 BH2464'63.  CONTINUE WEST ON U.S. HIGHWAY 98 FOR 4.3 MILES TO AN OVERPASS.
 BH2464'THEN GO NORTHWEST ALONG THE GM AND O RAILROAD TRACK FOR ABOUT 0.3
 BH2464'MILE TO THE REFERENCE MARKS AS DESCRIBED.
 BH2464'
 BH2464'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN- 4.4 MILES NORTHWEST
 BH2464'OF LUCEDALE.
 BH2464
 BH2464                          STATION RECOVERY (1979)
 BH2464
 BH2464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RCP)
 BH2464'SEARCHED FOR, DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0729 ***********************************************************************
 DJ0729  DESIGNATION -  JAMES
 DJ0729  PID         -  DJ0729
 DJ0729  STATE/COUNTY-  MS/NOXUBEE
 DJ0729  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0729
 DJ0729                         *CURRENT SURVEY CONTROL
 DJ0729  ___________________________________________________________________
 DJ0729* NAD 83(1993)-  33 16 49.39714(N)    088 33 31.39429(W)     ADJUSTED  
 DJ0729* NAVD 88     -        79.405  (meters)     260.51   (feet)  ADJUSTED  
 DJ0729  ___________________________________________________________________
 DJ0729  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DJ0729  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0729  DYNAMIC HT  -          79.318 (meters)     260.23  (feet)  COMP
 DJ0729  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DJ0729
 DJ0729  HORZ ORDER  -  THIRD
 DJ0729  VERT ORDER  -  SECOND    CLASS 0
 DJ0729
 DJ0729.The horizontal coordinates were established by classical geodetic methods
 DJ0729.and adjusted by the National Geodetic Survey in May 1994.
 DJ0729
 DJ0729.The orthometric height was determined by differential leveling
 DJ0729.and adjusted in June 1991.
 DJ0729
 DJ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0729
 DJ0729.The geoid height was determined by GEOID03.
 DJ0729
 DJ0729.The dynamic height is computed by dividing the NAVD 88
 DJ0729.geopotential number by the normal gravity value computed on the
 DJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0729.degrees latitude (g = 980.6199 gals.).
 DJ0729
 DJ0729.The modeled gravity was interpolated from observed gravity values.
 DJ0729
 DJ0729;                    North         East     Units Scale Factor Converg.
 DJ0729;SPC MS E     -   419,168.438   325,580.718   MT  0.99995806   +0 09 02.5
 DJ0729;SPC MS E     - 1,375,221.78  1,068,176.07   sFT  0.99995806   +0 09 02.5
 DJ0729;UTM  16      - 3,683,455.107   354,845.940   MT  0.99985977   -0 51 19.7
 DJ0729
 DJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0729!SPC MS E     -   0.99999201  x   0.99995806  =   0.99995007
 DJ0729!UTM  16      -   0.99999201  x   0.99985977  =   0.99985178
 DJ0729
 DJ0729|---------------------------------------------------------------------|
 DJ0729| PID    Reference Object                     Distance      Geod. Az  |
 DJ0729|                                                           dddmmss.s |
 DJ0729| DJ0731 JAMES RM 1                           10.000 METERS 01858     |
 DJ0729| CG2105 JAMES AZ MK                                        1952852.2 |
 DJ0729| DJ0730 JAMES RM 2                           30.175 METERS 28320     |
 DJ0729|---------------------------------------------------------------------|
 DJ0729
 DJ0729                          SUPERSEDED SURVEY CONTROL
 DJ0729
 DJ0729  NAD 83(1993)-  33 16 49.40421(N)    088 33 31.39334(W) AD(       ) 3
 DJ0729  NAD 83(1986)-  33 16 49.40671(N)    088 33 31.39426(W) AD(       ) 3
 DJ0729  NAD 27      -  33 16 48.95900(N)    088 33 31.23500(W) AD(       ) 3
 DJ0729  NGVD 29 (??/??/92)   79.378  (m)          260.43   (f) ADJ UNCH    2 0
 DJ0729
 DJ0729.Superseded values are not recommended for survey control.
 DJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0729.See file dsdata.txt to determine how the superseded data were derived.
 DJ0729
 DJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5484683455(NAD 83)
 DJ0729_MARKER: DS = TRIANGULATION STATION DISK
 DJ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0729_STAMPING: JAMES 1955
 DJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0729+STABILITY: SURFACE MOTION
 DJ0729
 DJ0729  HISTORY     - Date     Condition        Report By
 DJ0729  HISTORY     - 1955     MONUMENTED       CGS
 DJ0729  HISTORY     - 1963     GOOD             MSHD
 DJ0729  HISTORY     - 1964     GOOD             MSHD
 DJ0729  HISTORY     - 1964     GOOD             MSHD
 DJ0729  HISTORY     - 1970     GOOD             MSSU
 DJ0729
 DJ0729                          STATION DESCRIPTION
 DJ0729
 DJ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0729'THE STATION IS ABOUT 15 MILES SOUTHWEST OF COLUMBUS, ABOUT 4
 DJ0729'MILES SOUTHEAST OF CRAWFORD AND ABOUT 2.5 MILES NORTHEAST OF
 DJ0729'BROOKSVILLE.  IT IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 45 AND IS
 DJ0729'48 FEET EAST OF THE CENTER OF IT, 4 FEET SOUTHWEST OF A WHITE
 DJ0729'WITNESS POST AND 3 FEET WEST OF A FENCE.  THE MARK IS FLUSH AND
 DJ0729'THE DISK IS STAMPED JAMES 1955.
 DJ0729'
 DJ0729'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY
 DJ0729'AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 DJ0729'STAMPED JAMES NO 1 1955.
 DJ0729'
 DJ0729'REFERENCE MARK NO. 2 IS 51 FEET WEST OF THE CENTER OF THE HIGHWAY
 DJ0729'AND 15 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK
 DJ0729'IS FLUSH AND THE DISK IS STAMPED JAMES NO 2 1955.
 DJ0729'
 DJ0729'AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET
 DJ0729'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 DJ0729'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JAMES 1955.
 DJ0729'
 DJ0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 DJ0729'HIGHWAY 45W, AT THE NORTHEAST EDGE OF THE RIGHT (EAST) SIDE OF THE
 DJ0729'HIGHWAY.  CONTINUE AHEAD FOR 0.4 MILE TO THE STATION ON THE RIGHT
 DJ0729'AS DESCRIBED.
 DJ0729'
 DJ0729'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
 DJ0729
 DJ0729                          STATION RECOVERY (1963)
 DJ0729
 DJ0729'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0729'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DJ0729'
 DJ0729'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0729'
 DJ0729'METAL WITNESS POSTS WERE SET 1.0 FOOT WEST OF THE STATION AND
 DJ0729'THE AZIMUTH.
 DJ0729
 DJ0729                          STATION RECOVERY (1964)
 DJ0729
 DJ0729'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0729'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ0729'CONDITION.
 DJ0729'
 DJ0729'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0729'
 DJ0729'LEVELS WERE RUN ON ALL MARKS AND SECOND ORDER ELEVATIONS
 DJ0729'ESTABLISHED AT THIS TIME.
 DJ0729
 DJ0729                          STATION RECOVERY (1964)
 DJ0729
 DJ0729'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0729'3.1 MI N FROM BROOKSVILLE.
 DJ0729'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0729'HIGHWAY 45 WEST AT THE EAST EDGE OF BROOKSVILLE GO NORTH ON U. S. 45
 DJ0729'FOR 3.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ0729'TOP OF AN 11-INCH SQUARE CONCRETE POST.  IT IS 48 FEET EAST OF THE
 DJ0729'CENTER OF THE HIGHWAY, 3 FEET WEST OF A FENCE, 3 FEET BELOW THE LEVEL
 DJ0729'OF THE HIGHWAY AND FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS
 DJ0729'SET 1 FOOT WEST OF THE MARK.
 DJ0729
 DJ0729                          STATION RECOVERY (1970)
 DJ0729
 DJ0729'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (RB)
 DJ0729'JAMES 1955 (STA) RECOVERED GOOD.  DELETE FENCE AND WHITE WITNESS
 DJ0729'POST.
 DJ0729'
 DJ0729'JAMES NO 1 1955 RECOVERED GOOD.  DELETE FENCE ADD 4 FEET EAST OF
 DJ0729'POWER LINE 7 FEET NORTH OF RAMP.
 DJ0729'
 DJ0729'JAMES NO 2 1955 RECOVERED GOOD.  ADD + OR - 165 FEET NORTH OF FENCE
 DJ0729'CORNER, 30 FEET SOUTH OF FIELD RAMP.
 DJ0729'
 DJ0729'JAMES 1955 (AZ) RECOVERED GOOD.  ADD 50 FEET WEST OF STATE POND.  110
 DJ0729'FEET NORTH OF DRIVE TO TENANT HOUSE.
 DJ0729'
 DJ0729'55 DESCRIPTION BY ELJ ADEQUATE WITH ABOVE AND BELOW CHANGES--
 DJ0729'1) STATION IS 19 FEET NORTH OF POWER POLE.  19 FEET NORTH OF R.O.W.
 DJ0729'MARKER.  2 FEET EAST OF POWER LINE CENTERLINE.  1 FOOT EAST OF
 DJ0729'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CO1397 ***********************************************************************
 CO1397  DESIGNATION -  JAMES
 CO1397  PID         -  CO1397
 CO1397  STATE/COUNTY-  MS/RANKIN
 CO1397  USGS QUAD   -  PUCKETT (1975)
 CO1397
 CO1397                         *CURRENT SURVEY CONTROL
 CO1397  ___________________________________________________________________
 CO1397* NAD 83(1993)-  32 04 38.66817(N)    089 46 17.60613(W)     ADJUSTED  
 CO1397* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CO1397  ___________________________________________________________________
 CO1397  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CO1397  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CO1397  HORZ ORDER  -  FIRST
 CO1397
 CO1397.The horizontal coordinates were established by classical geodetic methods
 CO1397.and adjusted by the National Geodetic Survey in May 1994.
 CO1397
 CO1397.The orthometric height was scaled from a topographic map.
 CO1397
 CO1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1397
 CO1397.The geoid height was determined by GEOID03.
 CO1397
 CO1397;                    North         East     Units Scale Factor Converg.
 CO1397;SPC MS W     -   285,870.515   753,037.061   MT  0.99998468   +0 17 54.0
 CO1397;SPC MS W     -   937,893.51  2,470,589.09   sFT  0.99998468   +0 17 54.0
 CO1397;SPC MS E     -   286,117.601   211,421.527   MT  1.00004673   -0 29 53.8
 CO1397;SPC MS E     -   938,704.16    693,638.79   sFT  1.00004673   -0 29 53.8
 CO1397;UTM  16      - 3,552,377.731   238,386.970   MT  1.00044413   -1 28 21.8
 CO1397
 CO1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1397!SPC MS W     -   0.99998639  x   0.99998468  =   0.99997107
 CO1397!SPC MS E     -   0.99998639  x   1.00004673  =   1.00003312
 CO1397!UTM  16      -   0.99998639  x   1.00044413  =   1.00043051
 CO1397
 CO1397|---------------------------------------------------------------------|
 CO1397| PID    Reference Object                     Distance      Geod. Az  |
 CO1397|                                                           dddmmss.s |
 CO1397| CG2103 JAMES RM 1                           20.711 METERS 13056     |
 CO1397| CG2104 JAMES RM 2                           27.237 METERS 19850     |
 CO1397| CG2102 JAMES AZ MK                                        3180826.4 |
 CO1397|---------------------------------------------------------------------|
 CO1397
 CO1397                          SUPERSEDED SURVEY CONTROL
 CO1397
 CO1397  NAD 83(1986)-  32 04 38.68235(N)    089 46 17.60340(W) AD(       ) 1
 CO1397  NAD 27      -  32 04 38.12900(N)    089 46 17.33500(W) AD(       ) 1
 CO1397
 CO1397.Superseded values are not recommended for survey control.
 CO1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1397.See file dsdata.txt to determine how the superseded data were derived.
 CO1397
 CO1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3838752378(NAD 83)
 CO1397_MARKER: DS = TRIANGULATION STATION DISK
 CO1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO1397
 CO1397  HISTORY     - Date     Condition        Report By
 CO1397  HISTORY     - 1945     MONUMENTED       CGS
 CO1397  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CO1397  HISTORY     - 1961     GOOD             MSHD
 CO1397
 CO1397                          STATION DESCRIPTION
 CO1397
 CO1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CO1397'STATION IS LOCATED 0.4 MILE SE OF PUCKETT ON THE W SIDE OF STATE
 CO1397'HIGHWAY 18 AND ON LAND OWNED BY A.P. JAMES.  IT IS ON THE
 CO1397'FRONT LAWN OF MR. JAMES HOME, 89 FEET NE OF THE NE CORNER OF THE
 CO1397'HOUSE, AND 68 FEET NW OF A STANDARD WITNESS POST.
 CO1397'
 CO1397'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CO1397'POST, STAMPED JAMES 1945, AND ABOUT FLUSH WITH THE GROUND.
 CO1397'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CO1397'
 CO1397'REFERENCE MARK IS 67.94 FEET SE OF THE STATION NEAR A FENCE
 CO1397'CORNER.  IT IS 53 FEET NE OF THE SE CORNER OF THE HOUSE, AND 2
 CO1397'FEET N OF A STANDARD WITNESS POST.  IT IS A BRONZE REFERENCE DISK
 CO1397'SET IN THE TOP OF A CONCRETE POST, STAMPED JAMES NO 1 1945, AND
 CO1397'PROJECTS ABOUT 4 INCHES.
 CO1397'
 CO1397'REFERENCE MARK 2 IS 89.36 FEET SSW OF THE STATION AT THE NE
 CO1397'CORNER OF THE HOUSE.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 CO1397'OF THE HOUSE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 CO1397'CONCRETE POST, STAMPED JAMES NO 2 1945, AND ABOUT FLUSH WITH
 CO1397'THE GROUND.
 CO1397'
 CO1397'AZIMUTH MARK IS 0.25 MILE NW OF THE STATION ON THE E SIDE OF STATE
 CO1397'HIGHWAY 18 NEAR AN OLD HOUSE.  IT IS 49 FEET E OF THE CENTER OF
 CO1397'THE ROAD, 1.5 FEET S OF A STANDARD WITNESS POST, AND 1.5 FEET
 CO1397'W OF A FENCE CORNER.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 CO1397'CONCRETE POST, STAMPED JAMES 1945, AND PROJECT ABOUT 4 INCHES.
 CO1397'
 CO1397'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CO1397
 CO1397                          STATION RECOVERY (1957)
 CO1397
 CO1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1397'THE STATION WAS VISITED 6-7-57.  BOTH REFERENCE MARKS AND THE
 CO1397'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION SURFACE
 CO1397'MARK WAS FOUND DISTRUBED.  IT WAS IN A HOLLOW IN THE GROUND AND
 CO1397'THERE WAS EVIDENCE SHOWING THAT IT HAD BEEN DUG UP.  THE
 CO1397'UNDERGROUND MARK WAS NOT FOUND.  THE SITE OF THE OLD HOLE WAS
 CO1397'FOUND BECAUSE OF THE SOFT GROUND.  THE ORIGINAL LOCATION OF THE
 CO1397'SURFACE MARK WAS DETERMINED BY TWO GOOD HORIZONTAL
 CO1397'MEASUREMENTS FROM THE REFERENCE MARKS.  THE INSTRUMENT WAS
 CO1397'PLACED OVER THIS POINT AND THE DIRECTIONS FROM THE AZIMUTH
 CO1397'MARK TO THE REFERENCE MARK WAS DETERMINED.  THE DIRECTION FROM
 CO1397'THE AZIMUTH MARK TO REFERENCE MARK NO. 1 CHECKED THE 1945
 CO1397'DIRECTION WITHIN 1 SECOND.  THE DIRECTION TO REFERENCE MARK NO.
 CO1397'2 CHECKED WITHIN 10 SECONDS.  THE ORIGINAL POSITION WAS MARKED
 CO1397'ON A PLUMB BENCH AND A NEW UNDERGROUND MARK AND A SURFACE
 CO1397'MARK WERE ESTABLISHED.  THE DISKS WERE STAMPED JAMES 1945 1957.
 CO1397'
 CO1397'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 0.4 MILE SOUTHEAST
 CO1397'OF THE VILLAGE PUCKETT, ON A HIGH BANK, IN THE NORTHWEST CORNER OF
 CO1397'THE FRONT YARD OF A HOUSE OWNED BY MR. A.P. JAMES, 53 FEET
 CO1397'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE HOUSE,
 CO1397'103 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 18, 10
 CO1397'FEET SOUTHEAST OF THE EDGE OF THE BANK, 37 FEET
 CO1397'SOUTHWEST OF THE EDGE OF THE BANK, 89 FEET NORTHEAST OF THE
 CO1397'NORTHWEST CORNER OF THE JAMES HOUSE, 57 FEET NORTHWEST OF A
 CO1397'FORKED CHINABERRY TREE, 24 FEET WEST OF THE PROJECTED PLANE
 CO1397'OF THE EAST WALL OF THE HOUSE, ABOUT 20 FEET ABOVE THE LEVEL OF
 CO1397'THE HIGHWAY, IT IS A STANDARD DISK, STAMPED JAMES 1945
 CO1397'1957.
 CO1397'
 CO1397'REFERENCE MARK NO. 1 IS 67.95 FEET SOUTHEAST OF THE STATION, 121
 CO1397'FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 100 FEET
 CO1397'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHEAST OF
 CO1397'THE NORTHEAST CORNER OF THE HOUSE, 13 FEET EAST NORTHEAST OF A
 CO1397'FORKED CHINABERRY TREE, AT THE NORTHWEST CORNER OF A GARDEN.  IT
 CO1397'IS A STANDARD DISK, STAMPED JAMES NO 1 1945, PROJECTS 3 INCHES.
 CO1397'
 CO1397'REFERENCE MARK NO. 2 IS 89.36 FEET SOUTH SOUTHWEST OF THE STATION,
 CO1397'AT THE NORTHWEST CORNER OF THE HOUSE, 25 FEET EAST OF THE
 CO1397'CENTER LINE OF THE DRIVEWAY.  IT IS A STANDARD DISK, STAMPED JAMES
 CO1397'NO 2 1945, PROJECTS 6 INCHES.
 CO1397'
 CO1397'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, 0.15 MILE
 CO1397'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 13 AND 18, 51 FEET
 CO1397'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 18, 30 FEET
 CO1397'NORTHWEST OF A LONE OAK TREE WHICH IS IN THE FRONT YARD OF A
 CO1397'HOUSE, 51 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY,
 CO1397'58 FEET SOUTHWEST OF THE WEST CORNER OF A HOUSE, 1 FOOT
 CO1397'SOUTHWEST OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED
 CO1397'JAMES 1945, PROJECT 3 INCHES.
 CO1397'
 CO1397'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CO1397'13 AND 18 AT THE SOUTHEAST EDGE OF PUCKETT GO 0.4 MILE SOUTHEAST
 CO1397'ALONG STATE HIGHWAY 18 TO THE A.P. JAMES DRIVEWAY ON THE RIGHT,
 CO1397'TURN AND GO 50 YARDS TO THE JAMES HOUSE AND THE STATION IN
 CO1397'THE FRONT YARD.
 CO1397
 CO1397                          STATION RECOVERY (1961)
 CO1397
 CO1397'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 CO1397'THE STATION WAS VISITED 8-2-61.  THE STATION, AZIMUTH MARK,
 CO1397'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE 1957
 CO1397'RECOVERY NOTE IS ADEQUATE.
 CO1397'
 CO1397'METAL WITNESS POST WERE FOUND AT THE STATION MARK AND AZIMUTH
 CO1397'MARK.
 CO1397'
 CO1397'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0728 ***********************************************************************
 DJ0728  DESIGNATION -  JAMES AZ MK
 DJ0728  PID         -  DJ0728
 DJ0728  STATE/COUNTY-  MS/NOXUBEE
 DJ0728  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0728
 DJ0728                         *CURRENT SURVEY CONTROL
 DJ0728  ___________________________________________________________________
 DJ0728* NAD 83(1986)-  33 16 27.     (N)    088 33 38.     (W)     SCALED    
 DJ0728* NAVD 88     -        81.767  (meters)     268.26   (feet)  ADJUSTED  
 DJ0728  ___________________________________________________________________
 DJ0728  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0728  DYNAMIC HT  -          81.678 (meters)     267.97  (feet)  COMP
 DJ0728  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 DJ0728
 DJ0728  VERT ORDER  -  SECOND    CLASS 0
 DJ0728
 DJ0728.The horizontal coordinates were scaled from a topographic map and have
 DJ0728.an estimated accuracy of +/- 6 seconds.
 DJ0728
 DJ0728.The orthometric height was determined by differential leveling
 DJ0728.and adjusted in June 1991.
 DJ0728
 DJ0728.The geoid height was determined by GEOID03.
 DJ0728
 DJ0728.The dynamic height is computed by dividing the NAVD 88
 DJ0728.geopotential number by the normal gravity value computed on the
 DJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0728.degrees latitude (g = 980.6199 gals.).
 DJ0728
 DJ0728.The modeled gravity was interpolated from observed gravity values.
 DJ0728
 DJ0728;                    North         East    Units  Estimated Accuracy
 DJ0728;SPC MS E     -   418,480.      325,410.      MT  (+/- 180 meters Scaled)
 DJ0728
 DJ0728                          SUPERSEDED SURVEY CONTROL
 DJ0728
 DJ0728  NGVD 29 (??/??/92)   81.740  (m)          268.18   (f) ADJ UNCH    2 0
 DJ0728
 DJ0728.Superseded values are not recommended for survey control.
 DJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0728.See file dsdata.txt to determine how the superseded data were derived.
 DJ0728
 DJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB546827(NAD 83)
 DJ0728_MARKER: DZ = AZIMUTH MARK DISK
 DJ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0728_STAMPING: JAMES 1955
 DJ0728_MARK LOGO: CGS   
 DJ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0728+STABILITY: SURFACE MOTION
 DJ0728
 DJ0728  HISTORY     - Date     Condition        Report By
 DJ0728  HISTORY     - 1955     MONUMENTED       CGS
 DJ0728  HISTORY     - 1964     GOOD             MSHD
 DJ0728
 DJ0728                          STATION DESCRIPTION
 DJ0728
 DJ0728'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0728'2.7 MI N FROM BROOKSVILLE.
 DJ0728'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0728'HIGHWAY 45 WEST AT THE EAST EDGE OF BROOKSVILLE GO NORTH ON U. S. 45
 DJ0728'FOR 2.7 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ0728'TOP OF A 11-INCH SQUARE CONCRETE POST.  IT IS 0.4 MILE SOUTH OF
 DJ0728'TRIANGULATION STATION JAMES 1955, 45 FEET EAST OF THE CENTER OF THE
 DJ0728'HIGHWAY, 1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND 2
 DJ0728'INCHES BELOW THE GROUND SURFACE.  A METAL WITNESS POST WAS SET 1 FOOT
 DJ0728'WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0731 ***********************************************************************
 DJ0731  DESIGNATION -  JAMES RM 1
 DJ0731  PID         -  DJ0731
 DJ0731  STATE/COUNTY-  MS/NOXUBEE
 DJ0731  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0731
 DJ0731                         *CURRENT SURVEY CONTROL
 DJ0731  ___________________________________________________________________
 DJ0731* NAD 83(1986)-  33 16 48.     (N)    088 33 31.     (W)     SCALED    
 DJ0731* NAVD 88     -        79.480  (meters)     260.76   (feet)  ADJUSTED  
 DJ0731  ___________________________________________________________________
 DJ0731  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0731  DYNAMIC HT  -          79.394 (meters)     260.48  (feet)  COMP
 DJ0731  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DJ0731
 DJ0731  VERT ORDER  -  SECOND    CLASS 0
 DJ0731
 DJ0731.The horizontal coordinates were scaled from a topographic map and have
 DJ0731.an estimated accuracy of +/- 6 seconds.
 DJ0731
 DJ0731.The orthometric height was determined by differential leveling
 DJ0731.and adjusted in June 1991.
 DJ0731
 DJ0731.The geoid height was determined by GEOID03.
 DJ0731
 DJ0731.The dynamic height is computed by dividing the NAVD 88
 DJ0731.geopotential number by the normal gravity value computed on the
 DJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0731.degrees latitude (g = 980.6199 gals.).
 DJ0731
 DJ0731.The modeled gravity was interpolated from observed gravity values.
 DJ0731
 DJ0731;                    North         East    Units  Estimated Accuracy
 DJ0731;SPC MS E     -   419,130.      325,590.      MT  (+/- 180 meters Scaled)
 DJ0731
 DJ0731                          SUPERSEDED SURVEY CONTROL
 DJ0731
 DJ0731  NGVD 29 (??/??/92)   79.453  (m)          260.67   (f) ADJ UNCH    2 0
 DJ0731
 DJ0731.Superseded values are not recommended for survey control.
 DJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0731.See file dsdata.txt to determine how the superseded data were derived.
 DJ0731
 DJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB548834(NAD 83)
 DJ0731_MARKER: DR = REFERENCE MARK DISK
 DJ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0731_STAMPING: JAMES NO 1 1955
 DJ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0731+STABILITY: SURFACE MOTION
 DJ0731
 DJ0731  HISTORY     - Date     Condition        Report By
 DJ0731  HISTORY     - 1955     MONUMENTED       CGS
 DJ0731  HISTORY     - 1964     GOOD             MSHD
 DJ0731
 DJ0731                          STATION DESCRIPTION
 DJ0731
 DJ0731'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0731'3.1 MI N FROM BROOKSVILLE.
 DJ0731'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0731'HIGHWAY 45 WEST AT THE EAST EDGE OF BROOKSVILLE GO NORTH ON U. S. 45
 DJ0731'FOR 3.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK SET IN THE
 DJ0731'TOP OF A 11-INCH SQUARE CONCRETE POST.  IT IS 50 FEET EAST OF THE
 DJ0731'CENTER OF THE HIGHWAY, 32.81 FEET NORTH OF TRIANGULATION STATION JAMES
 DJ0731'1955, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0730 ***********************************************************************
 DJ0730  DESIGNATION -  JAMES RM 2
 DJ0730  PID         -  DJ0730
 DJ0730  STATE/COUNTY-  MS/NOXUBEE
 DJ0730  USGS QUAD   -  CRAWFORD EAST (1987)
 DJ0730
 DJ0730                         *CURRENT SURVEY CONTROL
 DJ0730  ___________________________________________________________________
 DJ0730* NAD 83(1986)-  33 16 48.     (N)    088 33 31.     (W)     SCALED    
 DJ0730* NAVD 88     -        79.818  (meters)     261.87   (feet)  ADJUSTED  
 DJ0730  ___________________________________________________________________
 DJ0730  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0730  DYNAMIC HT  -          79.731 (meters)     261.58  (feet)  COMP
 DJ0730  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DJ0730
 DJ0730  VERT ORDER  -  SECOND    CLASS 0
 DJ0730
 DJ0730.The horizontal coordinates were scaled from a topographic map and have
 DJ0730.an estimated accuracy of +/- 6 seconds.
 DJ0730
 DJ0730.The orthometric height was determined by differential leveling
 DJ0730.and adjusted in June 1991.
 DJ0730
 DJ0730.The geoid height was determined by GEOID03.
 DJ0730
 DJ0730.The dynamic height is computed by dividing the NAVD 88
 DJ0730.geopotential number by the normal gravity value computed on the
 DJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0730.degrees latitude (g = 980.6199 gals.).
 DJ0730
 DJ0730.The modeled gravity was interpolated from observed gravity values.
 DJ0730
 DJ0730;                    North         East    Units  Estimated Accuracy
 DJ0730;SPC MS E     -   419,130.      325,590.      MT  (+/- 180 meters Scaled)
 DJ0730
 DJ0730                          SUPERSEDED SURVEY CONTROL
 DJ0730
 DJ0730  NGVD 29 (??/??/92)   79.791  (m)          261.78   (f) ADJ UNCH    2 0
 DJ0730
 DJ0730.Superseded values are not recommended for survey control.
 DJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0730.See file dsdata.txt to determine how the superseded data were derived.
 DJ0730
 DJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB548834(NAD 83)
 DJ0730_MARKER: DR = REFERENCE MARK DISK
 DJ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0730_STAMPING: JAMES NO 2 1955
 DJ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0730+STABILITY: SURFACE MOTION
 DJ0730
 DJ0730  HISTORY     - Date     Condition        Report By
 DJ0730  HISTORY     - 1955     MONUMENTED       CGS
 DJ0730  HISTORY     - 1964     GOOD             MSHD
 DJ0730
 DJ0730                          STATION DESCRIPTION
 DJ0730
 DJ0730'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0730'3.1 MI N FROM BROOKSVILLE.
 DJ0730'TO REACH THE MARK FROM THE JUNCTION OF U. S. HIGHWAY 45 AND STATE
 DJ0730'HIGHWAY 45 WEST GO NORTH ON U. S. 45 FOR 3.1 MILES TO THE MARK ON THE
 DJ0730'LEFT.  THE MARK IS A DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE
 DJ0730'POST.  IT IS 99.00 FEET WEST OF TRIANGULATION STATION JAMES 1955, 51
 DJ0730'FEET WEST OF THE CENTER OF U. S. HIGHWAY 45, 15 FEET NORTH OF A
 DJ0730'CONCRETE RIGHT-OF-WAY MARKER, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 DJ0730'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP2579 ***********************************************************************
 CP2579  DESIGNATION -  JAN AP STA A
 CP2579  PID         -  CP2579
 CP2579  STATE/COUNTY-  MS/RANKIN
 CP2579  USGS QUAD   -  JACKSON SE (1988)
 CP2579
 CP2579                         *CURRENT SURVEY CONTROL
 CP2579  ___________________________________________________________________
 CP2579* NAD 83(2007)-  32 19 42.14829(N)    090 04 37.85735(W)     ADJUSTED  
 CP2579* NAVD 88     -        92.1    (meters)     302.     (feet)  GPS OBS   
 CP2579  ___________________________________________________________________
 CP2579  EPOCH DATE  -        2002.00
 CP2579  X           -      -7,267.186 (meters)                     COMP
 CP2579  Y           -  -5,394,724.292 (meters)                     COMP
 CP2579  Z           -   3,391,291.357 (meters)                     COMP
 CP2579  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CP2579  ELLIP HEIGHT-          65.666 (meters)          (02/10/07) ADJUSTED
 CP2579  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CP2579
 CP2579  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP2579  Type    PID    Designation                      North   East  Ellip
 CP2579  -------------------------------------------------------------------
 CP2579  NETWORK CP2579 JAN AP STA A                      0.82   1.04   3.92
 CP2579  -------------------------------------------------------------------
 CP2579
 CP2579.This mark is at Jackson Intl Airport (JAN)
 CP2579
 CP2579.The horizontal coordinates were established by GPS observations
 CP2579.and adjusted by the National Geodetic Survey in February 2007.
 CP2579
 CP2579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2579.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2579.The horizontal coordinates are valid at the epoch date displayed above.
 CP2579.The epoch date for horizontal control is a decimal equivalence
 CP2579.of Year/Month/Day.
 CP2579
 CP2579.The orthometric height was determined by GPS observations and a
 CP2579.high-resolution geoid model.
 CP2579
 CP2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CP2579
 CP2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP2579
 CP2579.The ellipsoidal height was determined by GPS observations
 CP2579.and is referenced to NAD 83.
 CP2579
 CP2579.The geoid height was determined by GEOID03.
 CP2579
 CP2579;                    North         East     Units Scale Factor Converg.
 CP2579;SPC MS W     -   313,589.657   724,116.655   MT  0.99995717   +0 08 13.1
 CP2579;SPC MS W     - 1,028,835.40  2,375,706.06   sFT  0.99995717   +0 08 13.1
 CP2579;UTM  15      - 3,580,589.387   775,138.725   MT  1.00053364   +1 33 50.5
 CP2579;UTM  16      - 3,580,996.807   210,324.272   MT  1.00063492   -1 38 48.2
 CP2579
 CP2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP2579!SPC MS W     -   0.99998969  x   0.99995717  =   0.99994686
 CP2579!UTM  15      -   0.99998969  x   1.00053364  =   1.00052332
 CP2579!UTM  16      -   0.99998969  x   1.00063492  =   1.00062460
 CP2579
 CP2579:                Primary Azimuth Mark                     Grid Az
 CP2579:SPC MS W     -  JACKSON MUNICIPAL AIRPORT TANK           170 13 37.1
 CP2579:UTM  15      -  JACKSON MUNICIPAL AIRPORT TANK           168 47 59.7
 CP2579:UTM  16      -  JACKSON MUNICIPAL AIRPORT TANK           172 00 38.4
 CP2579
 CP2579|---------------------------------------------------------------------|
 CP2579| PID    Reference Object                     Distance      Geod. Az  |
 CP2579|                                                           dddmmss.s |
 CP2579| CP2581 JACKSON MUNICIPAL AIRPORT TANK      APPROX. 2.5 KM 1702150.2 |
 CP2579| CP2583 AIRPORT BEACON JACKSON MUN APT      APPROX. 2.0 KM 1753825.1 |
 CP2579|---------------------------------------------------------------------|
 CP2579
 CP2579                          SUPERSEDED SURVEY CONTROL
 CP2579
 CP2579  ELLIP H (05/28/02)   65.691  (m)                       GP(       ) 4 1
 CP2579  NAD 83(1993)-  32 19 42.14809(N)    090 04 37.85727(W) AD(       ) 3
 CP2579  ELLIP H (09/01/99)   65.722  (m)                       GP(       ) 4 1
 CP2579  NAD 83(1993)-  32 19 42.15186(N)    090 04 37.87774(W) AD(       ) 3
 CP2579  NAD 83(1986)-  32 19 42.16590(N)    090 04 37.87313(W) AD(       ) 3
 CP2579  NAD 27      -  32 19 41.64300(N)    090 04 37.56700(W) AD(       ) 3
 CP2579
 CP2579.Superseded values are not recommended for survey control.
 CP2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP2579.See file dsdata.txt to determine how the superseded data were derived.
 CP2579
 CP2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7513980589(NAD 83)
 CP2579_MARKER: DT = TOPOGRAPHIC STATION DISK
 CP2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP2579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CP2579_STAMPING: STA A AP 1963
 CP2579_MARK LOGO: CGS   
 CP2579_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP2579+STABILITY: SURFACE MOTION
 CP2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2579+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1999
 CP2579
 CP2579  HISTORY     - Date     Condition        Report By
 CP2579  HISTORY     - 1963     MONUMENTED       CGS
 CP2579  HISTORY     - 19930630 GOOD             NGS
 CP2579  HISTORY     - 19990723 GOOD             NGS
 CP2579
 CP2579                          STATION DESCRIPTION
 CP2579
 CP2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CP2579'STATION IS AT THE NEW MUNICIPAL AIRPORT 10 MILES (ROAD DISTANCE)
 CP2579'EAST OF JACKSON, MISSISSIPPI.  IT IS LOCATED 100.00 FT EAST
 CP2579'OF THE NORTHEAST CORNER OF THE NORTH END OF RUNWAY 17-35.
 CP2579'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED STA A AP 1963
 CP2579'AND IS SET IN A 1 FT SQUARE MONUMENT, 2 IN BELOW SURFACE OF
 CP2579'THE GROUND.
 CP2579
 CP2579                          STATION RECOVERY (1993)
 CP2579
 CP2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JDH)
 CP2579'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE ALLEN C.
 CP2579'THOMPSON FIELD.  THE STATION IS 99.0 FT (30.2 M) NORTHEAST OF THE
 CP2579'NORTHEAST EDGE OF RUNWAY 15L, 55.8 FT (17.0 M) EAST OF THE MOST
 CP2579'NORTHEASTERLY LIGHT OF THE THRESHOLD LIGHT BAR AND 51.5 FT (15.7 M)
 CP2579'NORTHEAST OF THE NORTHEASTERLY MOST THRESHOLD LIGHT.  THE STATION IS
 CP2579'SET IN A 12 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 CP2579'THE STATION IS STAMPED AP 1963 STA A.  IT IS A STANDARD TOPOGRAPHIC
 CP2579'DISK.
 CP2579
 CP2579                          STATION RECOVERY (1999)
 CP2579
 CP2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 CP2579'THE STATION IS LOCATED AT THE JACKSON INTERNATIONAL AIRPORT (JAN) ,
 CP2579'NORTHEAST OF APPROACH END RUNWAY 16L.  OWNERSHIP--JACKSON MUNICIPAL
 CP2579'AIRPORT AUTHORITY, C/O OPERATIONS MANAGER WOODY WILSON, JACKSON
 CP2579'INTERNATIONAL AIRPORT, P.O.  BOX 98109, JACKSON, MS 39298, PHONE (601)
 CP2579'939-5631 EXT 216.  ENTER THE FIELD AT GATE 1 LOCATED ON THE WEST SIDE
 CP2579'OF THE MAIN TERMINAL.  PASS THRU THE GATE AND CONTINUE WEST FOR 0.08
 CP2579'MI (0.13 KM) TO A RAMP VEHICLE ROAD ON THE WEST SIDE OF THE MAIN
 CP2579'TERMINAL RAMP, TURN RIGHT AND CONTINUE NORTHWEST ALONG THE RAMP
 CP2579'VEHICLE ROAD FOR 0.1 MI (0.2 KM) , THEN CONTINUE NORTHEAST ON THE ROAD
 CP2579'FOR 0.28 MI (0.45 KM) TO THE EAST SIDE OF THE MAIN TERMINAL RAMP.
 CP2579'WITH CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER TURN LEFT AND DRIVE
 CP2579'TAXIWAY B5 FOR 0.1 MI (0.2 KM) TO THE PARALLEL TAXIWAY C, TURN LEFT
 CP2579'AND CONTINUE NORTHWEST FOR 1.0 MI (1.6 KM) TO TAXIWAY C1, TURN RIGHT
 CP2579'AND CROSS THE APPROACH END RUNWAY 16L TO THE STATION IN THE GRASS ON
 CP2579'THE EAST SIDE OF THE RUNWAY.  THE STATION IS 99.0 FT (30.2 M)
 CP2579'NORTHEAST OF THE RUNWAY EDGE AND ABEAM THE RUNWAY END, 51.5 FT (15.7
 CP2579'M) EAST OF THE NORTHEASTERLY THRESHOLD LIGHT, 55.8 FT (17.0 M)
 CP2579'NORTHEAST OF THE NORTHEASTERLY LIGHT OF THE THRESHOLD LIGHT BAR, AND
 CP2579'159 FT (48.5 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 CP2579'APPROACH END.  THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK
 CP2579'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9950 ***********************************************************************
 AA9950  PACS        -  This is a Primary Airport Control Station.
 AA9950  DESIGNATION -  JAN ARP 2 1967
 AA9950  PID         -  AA9950
 AA9950  STATE/COUNTY-  MS/RANKIN
 AA9950  USGS QUAD   -  JACKSON SE (1988)
 AA9950
 AA9950                         *CURRENT SURVEY CONTROL
 AA9950  ___________________________________________________________________
 AA9950* NAD 83(2007)-  32 18 40.23622(N)    090 04 33.20770(W)     ADJUSTED  
 AA9950* NAVD 88     -       100.71   (meters)     330.4    (feet)  LEVELING  
 AA9950  ___________________________________________________________________
 AA9950  EPOCH DATE  -        2002.00
 AA9950  X           -      -7,146.937 (meters)                     COMP
 AA9950  Y           -  -5,395,751.335 (meters)                     COMP
 AA9950  Z           -   3,389,684.273 (meters)                     COMP
 AA9950  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AA9950  ELLIP HEIGHT-          74.243 (meters)          (02/10/07) ADJUSTED
 AA9950  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA9950
 AA9950  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9950  Type    PID    Designation                      North   East  Ellip
 AA9950  -------------------------------------------------------------------
 AA9950  NETWORK AA9950 JAN ARP 2 1967                    0.57   0.88   3.74
 AA9950  -------------------------------------------------------------------
 AA9950  VERT ORDER  -  THIRD ?
 AA9950
 AA9950.This mark is at Jackson Intl Airport (JAN)
 AA9950
 AA9950.The horizontal coordinates were established by GPS observations
 AA9950.and adjusted by the National Geodetic Survey in February 2007.
 AA9950
 AA9950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9950.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9950.The horizontal coordinates are valid at the epoch date displayed above.
 AA9950.The epoch date for horizontal control is a decimal equivalence
 AA9950.of Year/Month/Day.
 AA9950
 AA9950.The orthometric height was determined by differential leveling.
 AA9950.The vertical network tie was performed by a horz. field party for horz.
 AA9950.obs reductions. Reset procedures were used to establish the elevation.
 AA9950
 AA9950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9950
 AA9950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9950
 AA9950.The ellipsoidal height was determined by GPS observations
 AA9950.and is referenced to NAD 83.
 AA9950
 AA9950.The geoid height was determined by GEOID03.
 AA9950
 AA9950;                    North         East     Units Scale Factor Converg.
 AA9950;SPC MS W     -   311,682.930   724,242.838   MT  0.99995724   +0 08 15.4
 AA9950;SPC MS W     - 1,022,579.75  2,376,120.04   sFT  0.99995724   +0 08 15.4
 AA9950;UTM  15      - 3,578,685.295   775,312.443   MT  1.00053482   +1 33 50.3
 AA9950;UTM  16      - 3,579,085.783   210,391.103   MT  1.00063444   -1 38 42.9
 AA9950
 AA9950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9950!SPC MS W     -   0.99998834  x   0.99995724  =   0.99994558
 AA9950!UTM  15      -   0.99998834  x   1.00053482  =   1.00052316
 AA9950!UTM  16      -   0.99998834  x   1.00063444  =   1.00062278
 AA9950
 AA9950                          SUPERSEDED SURVEY CONTROL
 AA9950
 AA9950  ELLIP H (04/15/02)   74.268  (m)                       GP(       ) 4 1
 AA9950  NAD 83(1993)-  32 18 40.23602(N)    090 04 33.20762(W) AD(       ) B
 AA9950  ELLIP H (02/07/96)   74.299  (m)                       GP(       ) 4 1
 AA9950
 AA9950.Superseded values are not recommended for survey control.
 AA9950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9950.See file dsdata.txt to determine how the superseded data were derived.
 AA9950
 AA9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7531278685(NAD 83)
 AA9950_MARKER: DD = SURVEY DISK
 AA9950_SETTING: 0 = UNSPECIFIED SETTING
 AA9950_SP_SET: RAMP
 AA9950_STAMPING: ARP 2 1967
 AA9950_MARK LOGO: CGS   
 AA9950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9950+STABILITY: SURFACE MOTION
 AA9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9950+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 AA9950
 AA9950  HISTORY     - Date     Condition        Report By
 AA9950  HISTORY     - 1967     MONUMENTED       CGS
 AA9950  HISTORY     - 19890630 GOOD             NGS
 AA9950  HISTORY     - 19990723 GOOD             NGS
 AA9950  HISTORY     - 20080501 GOOD             WOOLPT
 AA9950
 AA9950                          STATION DESCRIPTION
 AA9950
 AA9950'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AA9950'THE STATION IS LOCATED IN THE CENTER OF THE RAMP AREA OF THE ALLEN C.
 AA9950'THOMPSON FIELD.
 AA9950' 
 AA9950'THE STATION IS LOCATED ON LINE WITH THE CENTERLINE OF THE NORTH
 AA9950'CONCOURSE OF THE TERMINAL BUILDING.  IT IS 300 FT (91.4 M) SOUTHEAST
 AA9950'OF THE NORTHWEST EDGE OF THE RAMP AREA, AND 134 FT (40.8 M) NORTHWEST
 AA9950'OF THE NORTHWEST COLUMN WHICH SUPPPORTS THE ROOF OF THE CONSOURSE.
 AA9950' 
 AA9950'THE STATION IS SET IN A DRILL HOLE IN THE RAMP.  IT IS A 3 IN BRASS
 AA9950'DISK STAMPED ---ARP 2 1967---.
 AA9950
 AA9950                          STATION RECOVERY (1989)
 AA9950
 AA9950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA9950'THE STATION IS LOCATED IN THE CENTER OF THE RAMP AREA OF THE ALLEN C.
 AA9950'THOMPSON FIELD.  THE STATION IS LOCATED ON LINE WITH THE CENTERLINE OF
 AA9950'THE NORTH CONCOURSE OF THE TERMINAL BUILDING.  IT IS 300 FT (91.4 M)
 AA9950'SOUTHEAST OF THE NORTHWEST EDGE OF THE RAMP AREA AND 134.0 FT (40.8 M)
 AA9950'NORTHWEST OF THE NORTHWEST COLUMN WHICH SUPPORTS THE ROOF OF THE
 AA9950'CONCOURSE.  THE STATION IS SET IN A DRILL HOLE IN THE RAMP. IT IS A 3
 AA9950'INCH BRASS DISK AND IS STAMPED ARP 2 1967.
 AA9950
 AA9950                          STATION RECOVERY (1999)
 AA9950
 AA9950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 AA9950'THE STATION IS LOCATED AT THE JACKSON INTERNATIONAL AIRPORT (JAN) ,
 AA9950'NORTHWEST OF AND ON RANGE WITH THE CENTERLINE OF THE NORTH CONCOURSE.
 AA9950'THE STATION IS 31.0 FT (9.4 M) NORTHWEST OF A RAMP VEHICLE ROAD
 AA9950'CENTERLINE AND 33.0 FT (10.1 M) SOUTHEAST OF THE CENTER OF A 2.8 FT
 AA9950'(0.9 M) DIAMETER SEWER MANHOLE COVER.  OWNERSHIP--JACKSON MUNICIPAL
 AA9950'AIRPORT AUTHORITY, C/O OPERATIONS MANAGER WOODY WILSON, JACKSON
 AA9950'INTERNATIONAL AIRPORT, P.O.  BOX 98109, JACKSON, MS 39298, PHONE (601)
 AA9950'939-5631 EXT 216.  ENTER THE FIELD AT GATE 1 LOCATED ON THE WEST SIDE
 AA9950'OF THE MAIN TERMINAL.  PASS THRU THE GATE AND CONTINUE WEST FOR 0.08
 AA9950'MI (0.13 KM) TO A RAMP VEHICLE ROAD ON THE WEST SIDE OF THE MAIN
 AA9950'TERMINAL RAMP, TURN RIGHT AND CONTINUE NORTHWEST ALONG THE RAMP
 AA9950'VEHICLE ROAD FOR 0.1 MI, (0.2 KM) THEN CONTINUE NORTHEAST ON THE ROAD
 AA9950'FOR 0.15 MI (0.24 KM) TO A POINT ABEAM THE NORTH CONCOURSE AND THE
 AA9950'STATION ON THE LEFT.  THE STATION IS 134 FT (40.8 M) NORTHWEST OF THE
 AA9950'NORTHWEST COLUMN SUPPORTING THE CONCOURSE ROOF, AND 300 FT (91.4 M)
 AA9950'SOUTHEAST OF THE NORTHWEST EDGE OF THE MAIN TERMINAL RAMP. THE STATION
 AA9950'IS A 0.25 FT (7.62 CM) DIAMETER DISK SET IN A DRILL HOLE IN THE
 AA9950'CONCRETE RAMP.  THE STAMPING ARP 2 1967 IS THE ONLY IDENTIFICATION ON
 AA9950'THE SURVEY DISK.  THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 AA9950'CONTROL STATION.
 AA9950
 AA9950                          STATION RECOVERY (2008)
 AA9950
 AA9950'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 AA9950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9954 ***********************************************************************
 AA9954  SACS        -  This is a Secondary Airport Control Station.
 AA9954  DESIGNATION -  JAN B2 1977
 AA9954  PID         -  AA9954
 AA9954  STATE/COUNTY-  MS/RANKIN
 AA9954  USGS QUAD   -  JACKSON SE (1988)
 AA9954
 AA9954                         *CURRENT SURVEY CONTROL
 AA9954  ___________________________________________________________________
 AA9954* NAD 83(2007)-  32 18 21.24837(N)    090 04 04.41908(W)     ADJUSTED  
 AA9954* NAVD 88     -       103.90   (meters)     340.9    (feet)  LEVELING  
 AA9954  ___________________________________________________________________
 AA9954  EPOCH DATE  -        2002.00
 AA9954  X           -      -6,394.220 (meters)                     COMP
 AA9954  Y           -  -5,396,067.594 (meters)                     COMP
 AA9954  Z           -   3,389,191.636 (meters)                     COMP
 AA9954  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AA9954  ELLIP HEIGHT-          77.437 (meters)          (02/10/07) ADJUSTED
 AA9954  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AA9954
 AA9954  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9954  Type    PID    Designation                      North   East  Ellip
 AA9954  -------------------------------------------------------------------
 AA9954  NETWORK AA9954 JAN B2 1977                       0.74   1.00   3.94
 AA9954  -------------------------------------------------------------------
 AA9954  VERT ORDER  -  THIRD ?
 AA9954
 AA9954.This mark is at Jackson Intl Airport (JAN)
 AA9954
 AA9954.The horizontal coordinates were established by GPS observations
 AA9954.and adjusted by the National Geodetic Survey in February 2007.
 AA9954
 AA9954.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9954.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9954.The horizontal coordinates are valid at the epoch date displayed above.
 AA9954.The epoch date for horizontal control is a decimal equivalence
 AA9954.of Year/Month/Day.
 AA9954
 AA9954.The orthometric height was determined by differential leveling.
 AA9954.The vertical network tie was performed by a horz. field party for horz.
 AA9954.obs reductions. Reset procedures were used to establish the elevation.
 AA9954
 AA9954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9954
 AA9954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9954
 AA9954.The ellipsoidal height was determined by GPS observations
 AA9954.and is referenced to NAD 83.
 AA9954
 AA9954.The geoid height was determined by GEOID03.
 AA9954
 AA9954;                    North         East     Units Scale Factor Converg.
 AA9954;SPC MS W     -   311,099.903   724,997.335   MT  0.99995770   +0 08 30.7
 AA9954;SPC MS W     - 1,020,666.93  2,378,595.42   sFT  0.99995770   +0 08 30.7
 AA9954;UTM  15      - 3,578,120.901   776,081.664   MT  1.00054005   +1 34 04.9
 AA9954;UTM  16      - 3,578,479.158   211,127.594   MT  1.00062919   -1 38 26.7
 AA9954
 AA9954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9954!SPC MS W     -   0.99998784  x   0.99995770  =   0.99994554
 AA9954!UTM  15      -   0.99998784  x   1.00054005  =   1.00052788
 AA9954!UTM  16      -   0.99998784  x   1.00062919  =   1.00061702
 AA9954
 AA9954                          SUPERSEDED SURVEY CONTROL
 AA9954
 AA9954  ELLIP H (04/15/02)   77.459  (m)                       GP(       ) 4 1
 AA9954  NAD 83(1993)-  32 18 21.24867(N)    090 04 04.41854(W) AD(       ) 1
 AA9954  ELLIP H (02/07/96)   77.490  (m)                       GP(       ) 4 1
 AA9954
 AA9954.Superseded values are not recommended for survey control.
 AA9954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9954.See file dsdata.txt to determine how the superseded data were derived.
 AA9954
 AA9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7608278121(NAD 83)
 AA9954_MARKER: DD = SURVEY DISK
 AA9954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9954_STAMPING: JAN B2 1977
 AA9954_MARK LOGO: NOS   
 AA9954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9954+STABILITY: SURFACE MOTION
 AA9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9954+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1999
 AA9954
 AA9954  HISTORY     - Date     Condition        Report By
 AA9954  HISTORY     - 1977     MONUMENTED       NOS
 AA9954  HISTORY     - 19890630 GOOD             NGS
 AA9954  HISTORY     - 19990723 GOOD             NGS
 AA9954
 AA9954                          STATION DESCRIPTION
 AA9954
 AA9954'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 AA9954'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE ALLEN C.
 AA9954'THOMPSON FILED.
 AA9954' 
 AA9954'THE STATION IS IN THE GRASS AREA SOUTHWEST OF THE RUNWAY END 33R.  IT
 AA9954'IS 98.8 FT (30.1 M) SOUTH OF THE CORNER OF THE TAXIWAY, 71.0 FT (21.6
 AA9954'M) SOUTHWEST OF THE SECOND TAXIWAY LIGHT FROM THE CORNER OFTHE
 AA9954'TAXIWAY, AND 80.7 FT (24.6 M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT.
 AA9954' 
 AA9954'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AA9954'GROUND.  THE STATION IS A STANDARD NOS DISK STAMPED ---JAN B2 1977---.
 AA9954
 AA9954                          STATION RECOVERY (1989)
 AA9954
 AA9954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA9954'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE ALLEN C
 AA9954'THOMPSON FIELD.  THE STATION IS IN THE GRASS AREA SOUTHWEST OF THE
 AA9954'RUNWAY END 33R.  IT IS 98.8 FT (30.1 M) SOUTH OF THE CORNER OF THE
 AA9954'TAXIWAY, 71.0 FT (21.6 M) SOUTHWEST OF THE SECOND TAXIWAY LIGHT FROM
 AA9954'THE CORNER OF THE TAXIWAY AND 80.7 FT (24.6 M) SOUTHEAST OF THE THIRD
 AA9954'TAXIWAY LIGHT.  THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT
 AA9954'FLUSH WITH THE GROUND.  THE STATION IS A STANDARD NOS DISK STAMPED JAN
 AA9954'B2 1977.
 AA9954
 AA9954                          STATION RECOVERY (1999)
 AA9954
 AA9954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 AA9954'THE STATION IS LOCATED AT THE JACKSON INTERNATIONAL AIRPORT (JAN) ,
 AA9954'SOUTHWEST OF APPROACH END RUNWAY 34R AND SOUTHEAST OF TAXIWAY C8.
 AA9954'OWNERSHIP--JACKSON MUNICIPAL AIRPORT AUTHORITY, C/O OPERATIONS MANAGER
 AA9954'WOODY WILSON, JACKSON INTERNATIONAL AIRPORT, P.O.  BOX 98109, JACKSON,
 AA9954'MS 39298, PHONE (601) 939-5631 EXT 216.  ENTER THE FIELD AT GATE 1
 AA9954'LOCATED ON THE WEST SIDE OF THE MAIN TERMINAL.  PASS THRU THE GATE AND
 AA9954'CONTINUE WEST FOR 0.08 MI (0.13 KM) TO A RAMP VEHICLE ROAD ON THE WEST
 AA9954'SIDE OF THE MAIN TERMINAL RAMP, TURN RIGHT AND CONTINUE NORTHWEST
 AA9954'ALONG THE RAMP VEHICLE ROAD FOR 0.1 MI (0.2 KM) , THEN CONTINUE
 AA9954'NORTHEAST ON THE ROAD FOR 0.28 MI (0.45 KM) TO THE EAST SIDE OF THE
 AA9954'MAIN TERMINAL RAMP.  WITH CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER
 AA9954'CONTINUE SOUTHEAST ON TAXIWAY D FOR 0.17 MI (0.27 KM) TO TAXIWAY C4,
 AA9954'TURN LEFT FOR 0.1 MI (0.2 KM) TO THE PARALLEL TAXIWAY C, TURN RIGHT
 AA9954'AND CONTINUE SOUTHEAST 0.23 MI (0.37 KM) ALONG TAXIWAY C TO TAXIWAY
 AA9954'C8, TURN LEFT AND CONTINUE FOR 0.06 MI (0.10 KM) TO THE HOLD BAR AND
 AA9954'THE STATION ON THE RIGHT.  THE STATION IS 80.0 FT (24.4 M) SOUTHEAST
 AA9954'OF THE SECOND TAXIWAY LIGHT EAST OF THE HOLD BAR, 80.0 FT (24.4 M)
 AA9954'SOUTHEAST OF THE TAXIWAY C8 EDGE, 99.2 FT (30.2 M) SOUTHWEST OF THE
 AA9954'EAST CORNER OF TAXIWAY C8, AND 80.6 FT (24.6 M) SOUTHWEST OF A RUNWAY
 AA9954'END IDENTIFIER LIGHT.  THE STATION IS A STANDARD NATIONAL OCEAN SURVEY
 AA9954'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AA9954'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 AA9951 ***********************************************************************
 AA9951  SACS        -  This is a Secondary Airport Control Station.
 AA9951  DESIGNATION -  JAN D 1977
 AA9951  PID         -  AA9951
 AA9951  STATE/COUNTY-  MS/RANKIN
 AA9951  USGS QUAD   -  JACKSON SE (1988)
 AA9951
 AA9951                         *CURRENT SURVEY CONTROL
 AA9951  ___________________________________________________________________
 AA9951* NAD 83(2007)-  32 18 58.35737(N)    090 05 01.71140(W)     ADJUSTED  
 AA9951* NAVD 88     -        91.69   (meters)     300.8    (feet)  LEVELING  
 AA9951  ___________________________________________________________________
 AA9951  EPOCH DATE  -        2002.00
 AA9951  X           -      -7,892.128 (meters)                     COMP
 AA9951  Y           -  -5,395,444.317 (meters)                     COMP
 AA9951  Z           -   3,390,151.225 (meters)                     COMP
 AA9951  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AA9951  ELLIP HEIGHT-          65.260 (meters)          (02/10/07) ADJUSTED
 AA9951  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA9951
 AA9951  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9951  Type    PID    Designation                      North   East  Ellip
 AA9951  -------------------------------------------------------------------
 AA9951  NETWORK AA9951 JAN D 1977                        0.63   0.92   3.80
 AA9951  -------------------------------------------------------------------
 AA9951  VERT ORDER  -  THIRD ?
 AA9951
 AA9951.This mark is at Jackson Intl Airport (JAN)
 AA9951
 AA9951.The horizontal coordinates were established by GPS observations
 AA9951.and adjusted by the National Geodetic Survey in February 2007.
 AA9951
 AA9951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9951.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9951.The horizontal coordinates are valid at the epoch date displayed above.
 AA9951.The epoch date for horizontal control is a decimal equivalence
 AA9951.of Year/Month/Day.
 AA9951
 AA9951.The orthometric height was determined by differential leveling.
 AA9951.The vertical network tie was performed by a horz. field party for horz.
 AA9951.obs reductions. Reset procedures were used to establish the elevation.
 AA9951
 AA9951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9951
 AA9951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9951
 AA9951.The ellipsoidal height was determined by GPS observations
 AA9951.and is referenced to NAD 83.
 AA9951
 AA9951.The geoid height was determined by GEOID03.
 AA9951
 AA9951;                    North         East     Units Scale Factor Converg.
 AA9951;SPC MS W     -   312,239.335   723,495.943   MT  0.99995681   +0 08 00.2
 AA9951;SPC MS W     - 1,024,405.22  2,373,669.61   sFT  0.99995681   +0 08 00.2
 AA9951;UTM  15      - 3,579,223.243   774,551.491   MT  1.00052966   +1 33 35.8
 AA9951
 AA9951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9951!SPC MS W     -   0.99998975  x   0.99995681  =   0.99994656
 AA9951!UTM  15      -   0.99998975  x   1.00052966  =   1.00051941
 AA9951
 AA9951                          SUPERSEDED SURVEY CONTROL
 AA9951
 AA9951  ELLIP H (04/15/02)   65.301  (m)                       GP(       ) 4 1
 AA9951  NAD 83(1993)-  32 18 58.35693(N)    090 05 01.71131(W) AD(       ) 1
 AA9951  ELLIP H (02/07/96)   65.333  (m)                       GP(       ) 4 1
 AA9951
 AA9951.Superseded values are not recommended for survey control.
 AA9951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9951.See file dsdata.txt to determine how the superseded data were derived.
 AA9951
 AA9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR7455179223(NAD 83)
 AA9951_MARKER: DD = SURVEY DISK
 AA9951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9951_STAMPING: JAN D 1977
 AA9951_MARK LOGO: NOS   
 AA9951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9951+STABILITY: SURFACE MOTION
 AA9951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9951+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 AA9951
 AA9951  HISTORY     - Date     Condition        Report By
 AA9951  HISTORY     - 1977     MONUMENTED       NOS
 AA9951  HISTORY     - 19890630 GOOD             NGS
 AA9951  HISTORY     - 19990723 GOOD             NGS
 AA9951  HISTORY     - 20080501 GOOD             WOOLPT
 AA9951
 AA9951                          STATION DESCRIPTION
 AA9951
 AA9951'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 AA9951'THE STATION IS LOCATED IN THE NORHWEST SECTION OF THE ALLEN C.
 AA9951'THOMPSON FIELD.
 AA9951' 
 AA9951'THE STATION IS 105.5 FT (32.2 M) NORTHEAST OF THE RUNWAY END
 AA9951'IDENTIFIER MARKER, 78.7 FT (24.0 M) NORTHWEST OF THE THIRD TAXIWAY
 AA9951'LIGHT NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 15R, AND 55.0 FT (16.8
 AA9951'M) NORTH OF THE SECOND TAXIWAY LIGHT.
 AA9951' 
 AA9951'THE STATION IS A STANDARD NOS DISK STAMPED ---JAN D 1977--- SET IN THE
 AA9951'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA9951
 AA9951                          STATION RECOVERY (1989)
 AA9951
 AA9951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA9951'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE ALLEN C
 AA9951'THOMPSON FIELD.  THE STATION IS 105.5 FT (32.2 M) NORTHEAST OF THE
 AA9951'RUNWAY END IDENTIFIER MARKER, 78.7 FT (24.0 M) NORTHWEST OF THE THIRD
 AA9951'TAXIWAY LIGHT, NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 15R AND 55.0
 AA9951'FT (16.8 M) NORTH OF THE SECOND TAXIWAY LIGHT.  THE STATION IS A
 AA9951'STANDARD NOS DISK STAMPED JAN D 1977 SET IN THE TOP OF A CONCRETE
 AA9951'MONUMENT.  THE STATION IS SET FLUSH WITH THE GROUND.
 AA9951
 AA9951                          STATION RECOVERY (1999)
 AA9951
 AA9951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 AA9951'THE STATION IS LOCATED AT THE JACKSON INTERNATIONAL AIRPORT (JAN) ,
 AA9951'NORTHEAST OF APPROACH END RUNWAY 16R AND NORTHWEST OF TAXIWAY A1.
 AA9951'OWNERSHIP--JACKSON MUNICIPAL AIRPORT AUTHORITY, C/O OPERATIONS MANAGER
 AA9951'WOODY WILSON, JACKSON INTERNATIONAL AIRPORT, P.O.  BOX 98109, JACKSON,
 AA9951'MS 39298, PHONE (601) 939-5631 EXT 216.  ENTER THE FIELD AT GATE 1
 AA9951'LOCATED ON THE WEST SIDE OF THE MAIN TERMINAL.  PASS THRU THE GATE AND
 AA9951'CONTINUE WEST FOR 0.08 MI (0.13 KM) TO A RAMP VEHICLE ROAD ON THE WEST
 AA9951'SIDE OF THE MAIN TERMINAL RAMP, TURN RIGHT AND CONTINUE NORTHWEST
 AA9951'ALONG THE RAMP VEHICLE ROAD FOR 0.1 MI (0.2 KM) TO THE NORTHWEST AREA
 AA9951'OF THE MAIN TERMINAL RAMP.  WITH CLEARANCE FROM THE AIR TRAFFIC
 AA9951'CONTROL TOWER TURN LEFT AND DRIVE TAXIWAY B1 0.1 MI (0.2 KM) TO THE
 AA9951'PARALLEL TAXIWAY A, TURN RIGHT AND CONTINUE NORTHWEST 0.38 MI (0.61
 AA9951'KM) TO TAXIWAY A1, TURN LEFT AND CONTINUE 0.07 MI (0.11 KM) TO THE
 AA9951'HOLD BAR AND THE STATION ON THE RIGHT.  THE STATION IS 10.3 FT (3.1 M)
 AA9951'NORTHEAST OF THE NORTHEAST CORNER OF A 5FT SQUARE AIRFIELD LIGHTING
 AA9951'VAULT, 55.0 FT (16.8 M) NORTHWEST OF THE SECOND TAXIWAY LIGHT WEST OF
 AA9951'THE HOLD BAR, 64.7 FT (19.7 M) NORTHWEST OF THE TAXIWAY A1 EDGE, AND
 AA9951'72.4 FT (22.1 M) NORTHEAST OF A RUNWAY END IDENTIFIER LIGHT.  THE
 AA9951'STATION IS A STANDARD NATIONAL OCEAN SURVEY DISK SET IN THE TOP OF A
 AA9951'ROUND CONCRETE POST FLUSH WITH THE GROUND. THIS STATION IS DESIGNATED
 AA9951'AS A SECONDARY AIRPORT CONTROL STATION.
 AA9951
 AA9951                          STATION RECOVERY (2008)
 AA9951
 AA9951'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 AA9951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2520 ***********************************************************************
 BH2520  DESIGNATION -  JANICE
 BH2520  PID         -  BH2520
 BH2520  STATE/COUNTY-  MS/PERRY
 BH2520  USGS QUAD   -  BOND POND (1983)
 BH2520
 BH2520                         *CURRENT SURVEY CONTROL
 BH2520  ___________________________________________________________________
 BH2520* NAD 83(1993)-  30 59 43.98343(N)    089 04 34.67484(W)     ADJUSTED  
 BH2520* NAVD 88     -        73.47   (+/-2cm)     241.0    (feet)  VERTCON   
 BH2520  ___________________________________________________________________
 BH2520  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BH2520  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BH2520  HORZ ORDER  -  FIRST
 BH2520  VERT ORDER  -  THIRD ? (See Below)
 BH2520
 BH2520.The horizontal coordinates were established by classical geodetic methods
 BH2520.and adjusted by the National Geodetic Survey in May 1994.
 BH2520
 BH2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2520.The vertical order pertains to the NGVD 29 superseded value.
 BH2520
 BH2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2520
 BH2520.The geoid height was determined by GEOID03.
 BH2520
 BH2520;                    North         East     Units Scale Factor Converg.
 BH2520;SPC MS E     -   165,808.831   276,795.835   MT  0.99995664   -0 07 30.4
 BH2520;SPC MS E     -   543,991.14    908,121.00   sFT  0.99995664   -0 07 30.4
 BH2520;UTM  16      - 3,430,959.171   301,754.223   MT  1.00008481   -1 04 10.5
 BH2520
 BH2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2520!SPC MS E     -   0.99999286  x   0.99995664  =   0.99994950
 BH2520!UTM  16      -   0.99999286  x   1.00008481  =   1.00007767
 BH2520
 BH2520:                Primary Azimuth Mark                     Grid Az
 BH2520:SPC MS E     -  LEAF RIVER CENTRAL FIRE TOWER            012 56 42.3
 BH2520:UTM  16      -  LEAF RIVER CENTRAL FIRE TOWER            013 53 22.4
 BH2520
 BH2520|---------------------------------------------------------------------|
 BH2520| PID    Reference Object                     Distance      Geod. Az  |
 BH2520|                                                           dddmmss.s |
 BH2520| BV1634 LEAF RIVER CENTRAL FIRE TOWER       APPROX.10.1 KM 0124911.9 |
 BH2520| DD8974 JANICE AZ MK                                       2024007.6 |
 BH2520| DD8976 JANICE RM 2                          24.580 METERS 23208     |
 BH2520| DD8975 JANICE RM 1                          30.257 METERS 33657     |
 BH2520|---------------------------------------------------------------------|
 BH2520
 BH2520                          SUPERSEDED SURVEY CONTROL
 BH2520
 BH2520  NAD 83(1986)-  30 59 44.00043(N)    089 04 34.67367(W) AD(       ) 1
 BH2520  NAD 27      -  30 59 43.33100(N)    089 04 34.48600(W) AD(       ) 1
 BH2520  NGVD 29 (07/19/86)   73.48   (m)          241.1    (f) LEVELING    3  
 BH2520
 BH2520.Superseded values are not recommended for survey control.
 BH2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2520.See file dsdata.txt to determine how the superseded data were derived.
 BH2520
 BH2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV0175430959(NAD 83)
 BH2520_MARKER: DS = TRIANGULATION STATION DISK
 BH2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2520+STABILITY: SURFACE MOTION
 BH2520
 BH2520  HISTORY     - Date     Condition        Report By
 BH2520  HISTORY     - 1942     MONUMENTED       CGS
 BH2520  HISTORY     - 1956     GOOD             CGS
 BH2520  HISTORY     - 1964     GOOD             MSHD
 BH2520
 BH2520                          STATION DESCRIPTION
 BH2520
 BH2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2520'STATION IS LOCATED ABOUT 9-1/2 MILES N AND 3-1/2 MILES E OF WIGGINS
 BH2520'AND ABOUT 12 MILES (AIR LINE) SW OF
 BH2520'MCLAIN, IN THE NE 1/4 OF SEC. 3, T. 1 S, R. 11 W.
 BH2520'OWNER OF LAND WAS NOT LEARNED.
 BH2520'MARK IS SET IN A GROVE OF LARGE
 BH2520'PINES, 130 FEET E OF A GRADED DIRT ROAD, 5 FEET E
 BH2520'OF A WHITE REFERENCE
 BH2520'POST, PROJECTS 10 INCHES, AND IS STAMPED JANICE 1942.
 BH2520'
 BH2520'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH2520'BRONZE DISKS SET
 BH2520'IN CONCRETE.
 BH2520'
 BH2520'REFERENCE MARK NO. 1 IS 99.27 FEET NW OF STATION, 110 FEET WNW
 BH2520'OF CENTER LINE OF
 BH2520'GRADED DIRT ROAD, PROJECTS 8 INCHES, AND IS STAMPED
 BH2520'JANICE NO. 1 1942.
 BH2520'
 BH2520'REFERENCE MARK NO. 2 IS 80.64 FEET ESE OF STATION, 54 FEET NE
 BH2520'OF CENTER LINE OF
 BH2520'GRADED DIRT ROAD, PROJECTS 8 INCHES, AND IS
 BH2520'STAMPED JANICE NO. 2 1942.
 BH2520'
 BH2520'THE AZIMUTH MARK IS 0.25 MILE S OF STATION, 22 FEET W OF THE
 BH2520'CENTER LINE OF A
 BH2520'GRADED DIRT ROAD, 3-1/2 FEET N OF A WHITE REFERENCE
 BH2520'POST, PROJECTS 6 INCHES, AND IS
 BH2520'STAMPED JANICE 1942.
 BH2520'
 BH2520'TO REACH STATION FROM THE TOWN OF MCLAIN ON STATE HIGHWAY 15,
 BH2520'TURN LEFT ON DIRT
 BH2520'T-ROAD, WHICH PASSES JUST S OF THE DEPOT OF THE
 BH2520'MOBILE AND NORTHERN RAILROAD, AND
 BH2520'FOLLOW WINDING ROAD FOR 12.0
 BH2520'MILES TO FORKS AT BRELAND STORE, TAKE RIGHT FORK AND
 BH2520'GO 4.2 MILES
 BH2520'TO FORKS AT SIGN WIGGINS 16, CONTINUE STRAIGHT AHEAD ON LEFT
 BH2520'FORK FOR 4.0 MILES
 BH2520'TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.9 MILES
 BH2520'TO TRIANGULAR BLAZE ON RIGHT AND
 BH2520'STATION.
 BH2520'
 BH2520'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BH2520
 BH2520                          STATION RECOVERY (1956)
 BH2520
 BH2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BH2520'THE STATION WAS VISITED 10-26-56.  THE STATION AND ALL THE MARKS WERE
 BH2520'FOUND IN GOOD CONDITION.  THE
 BH2520'1942 DESCRIPTION BY R.A.E. IS ADEQUATE.
 BH2520
 BH2520                          STATION RECOVERY (1964)
 BH2520
 BH2520'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BH2520'THE STATION WAS VISITED 11-17-64 AND ALL MARKS WERE FOUND IN GOOD
 BH2520'CONDITION.  THE
 BH2520'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK1915 ***********************************************************************
 DK1915  DESIGNATION -  JAQUITH
 DK1915  PID         -  DK1915
 DK1915  STATE/COUNTY-  MS/SUNFLOWER
 DK1915  USGS QUAD   -  DREW (1966)
 DK1915
 DK1915                         *CURRENT SURVEY CONTROL
 DK1915  ___________________________________________________________________
 DK1915* NAD 83(1993)-  33 46 09.70582(N)    090 32 09.85764(W)     ADJUSTED  
 DK1915* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 DK1915  ___________________________________________________________________
 DK1915  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DK1915  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DK1915  HORZ ORDER  -  SECOND
 DK1915
 DK1915.The horizontal coordinates were established by classical geodetic methods
 DK1915.and adjusted by the National Geodetic Survey in May 1994.
 DK1915
 DK1915.The orthometric height was scaled from a topographic map.
 DK1915
 DK1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK1915
 DK1915.The geoid height was determined by GEOID03.
 DK1915
 DK1915;                    North         East     Units Scale Factor Converg.
 DK1915;SPC MS W     -   473,384.608   681,220.528   MT  0.99995435   -0 06 45.7
 DK1915;SPC MS W     - 1,553,096.00  2,234,971.02   sFT  0.99995435   -0 06 45.7
 DK1915;UTM  15      - 3,739,312.015   728,178.638   MT  1.00024190   +1 22 12.6
 DK1915
 DK1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1915!SPC MS W     -   0.99999755  x   0.99995435  =   0.99995190
 DK1915!UTM  15      -   0.99999755  x   1.00024190  =   1.00023945
 DK1915
 DK1915:                Primary Azimuth Mark                     Grid Az
 DK1915:SPC MS W     -  DREW FEDERAL COMPRESS CO TANK            009 15 00.6
 DK1915:UTM  15      -  DREW FEDERAL COMPRESS CO TANK            007 46 02.3
 DK1915
 DK1915|---------------------------------------------------------------------|
 DK1915| PID    Reference Object                     Distance      Geod. Az  |
 DK1915|                                                           dddmmss.s |
 DK1915| DK1918 DREW FEDERAL COMPRESS CO TANK       APPROX. 3.9 KM 0090814.9 |
 DK1915| DK1920 DREW FEDERAL COMPRESS CO STACK      APPROX. 3.9 KM 0105551.4 |
 DK1915| CY6742 JAQUITH RM 1                         36.695 METERS 01655     |
 DK1915| CY6741 JAQUITH AZ MK                                      1904506.7 |
 DK1915| CY6743 JAQUITH RM 2                         40.508 METERS 29417     |
 DK1915|---------------------------------------------------------------------|
 DK1915
 DK1915                          SUPERSEDED SURVEY CONTROL
 DK1915
 DK1915  NAD 83(1986)-  33 46 09.71620(N)    090 32 09.85453(W) AD(       ) 2
 DK1915  NAD 27      -  33 46 09.30750(N)    090 32 09.52210(W) AD(       ) 2
 DK1915
 DK1915.Superseded values are not recommended for survey control.
 DK1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1915.See file dsdata.txt to determine how the superseded data were derived.
 DK1915
 DK1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT2817939312(NAD 83)
 DK1915_MARKER: DS = TRIANGULATION STATION DISK
 DK1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1915
 DK1915  HISTORY     - Date     Condition        Report By
 DK1915  HISTORY     - 1957     MONUMENTED       CGS
 DK1915  HISTORY     - 1967     GOOD             MSHD
 DK1915  HISTORY     - 19820301 GOOD             MSSU
 DK1915
 DK1915                          STATION DESCRIPTION
 DK1915
 DK1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 DK1915'STATION IS APPROXIMATELY 2.5 MILES NORTH OF RULEVILLE, 2.5
 DK1915'MILES SOUTH OF DREW, IN THE SOUTHWEST CORNER OF SECTION 17,
 DK1915'T. 22 N., R. 3 W., AND ON PROPERTY OF THE RULEVILLE-DREW GRAIN
 DK1915'ELEVATOR COMPANY.
 DK1915'
 DK1915'TO REACH FROM THE JUNCTION ON U.S. HIGHWAY 49 W AND STATE
 DK1915'HIGHWAY 8 AT THE NORTHEAST EDGE OF RULEVILLE, GO NORTH ON U.S.
 DK1915'HIGHWAY 49 W FOR 2.05 MILES TO A DRIVEWAY ON THE LEFT AND
 DK1915'THE AZIMUTH MARK ON THE WEST SIDE OF THE RAILROAD TRACK.
 DK1915'CONTINUE NORTH ON U.S. HIGHWAY 49 W FOR 0.5 MILE TO A SIDE
 DK1915'ROAD ON THE LEFT, TURN LEFT, CROSS RAILROAD TRACK AND GO WEST
 DK1915'ON GRAVEL ROAD FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 DK1915'RIGHT AND GO NORTH ON DRIVEWAY LEADING TO THE RULEVILLE-DREW
 DK1915'GRAIN ELEVATOR FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 DK1915'
 DK1915'STATION MARKS ARE STANDARD DISKS STAMPED JAQUITH 1957.  THE
 DK1915'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 DK1915'SURFACE OF THE GROUND.  IT IS 320 FEET SOUTH OF THE SOUTH
 DK1915'EDGE OF THE ELEVATOR, 116 FEET SOUTHEAST OF THE SOUTHEAST
 DK1915'CORNER OF THE WEIGHT STATION, 60 FEET WEST OF THE WEST RAIL
 DK1915'OF RAILROAD TRACK, 50 FEET EAST OF THE CENTER OF A GRAVEL
 DK1915'DRIVEWAY AND 31.5 FEET NORTHWEST OF A TELEPHONE POLE.  A
 DK1915'STANDARD WITNESS POST WAS SET 31 FEET SOUTHEAST OF THE MARK.
 DK1915'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 DK1915'32 INCHES BELOW THE SURFACE OF THE GROUND.
 DK1915'
 DK1915'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JAQUITH NO 1
 DK1915'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 DK1915'IT IS 65 FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 19 FEET
 DK1915'WEST OF THE WEST RAIL OF RAILROAD TRACKS AND 2 FEET SOUTH OF A
 DK1915'TELEPHONE POLE.
 DK1915'
 DK1915'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JAQUITH NO 2 1957,
 DK1915'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DK1915'IT IS 77 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 56.5 FEET
 DK1915'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEIGHT STATION
 DK1915'AND 1 FOOT EAST OF A FENCE LINE.
 DK1915'
 DK1915'AZIMUTH MARK, A STANDARD DISK STAMPED JAQUITH 1957, IS SET IN A
 DK1915'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 68 FEET EAST
 DK1915'OF THE NORTHEAST CORNER OF A HOUSE, 62 FEET NORTH OF THE
 DK1915'CENTER OF A DRIVEWAY, 33.5 FEET WEST OF THE WEST RAIL OF
 DK1915'RAILROAD TRACK AND 3 FEET EAST OF A TELEPHONE POLE.  A STANDARD
 DK1915'WITNESS POST WAS SET 1.5 FEET WEST OF THE MARK.
 DK1915'
 DK1915'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DK1915
 DK1915                          STATION RECOVERY (1967)
 DK1915
 DK1915'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 (HBT)
 DK1915'THE STATION WAS VISITED 9-21-67 AND THE STATION MARK, REFERENCE
 DK1915'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DK1915'CONDITION.
 DK1915'
 DK1915'THE STATION IS LOCATED 2.5 MILES NORTH OF RULEVILLE AND 2.5 MILES
 DK1915'SOUTH OF DREW, IN THE SOUTHWEST 1/4 OF SECTION 17, T 22 N,
 DK1915'R 3 W, AND ON PROPERTY OWNED BY THE RULEVILLE-DREW GRAIN
 DK1915'ELEVATOR COMPANY.  IT IS 320 FEET SOUTH OF THE SOUTH EDGE OF
 DK1915'THE ELEVATOR, 50 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 DK1915'89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCALES,
 DK1915'62 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK 80 FEET
 DK1915'NORTHEAST OF A POWER POLE, 88.5 FEET SOUTH SOUTHWEST OF THE
 DK1915'SOUTHEAST CORNER OF A WAREHOUSE, 135 FEET WEST OF THE
 DK1915'CENTER OF HIGHWAY 49W AND 1 FOOT NORTH OF A METAL WITNESS
 DK1915'POST.
 DK1915'
 DK1915'IT IS A STANDARD TRIANGULATION DISK, STAMPED JAQUITH 1957, FLUSH
 DK1915'WITH THE GROUND.
 DK1915'
 DK1915'REFERENCE MARK NO. 1 IS 120.39 FEET NORTH NORTHEAST OF THE
 DK1915'STATION.  IT IS 32 FEET NORTHEAST OF THE SOUTHEAST CORNER
 DK1915'OF A WAREHOUSE, 16 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 DK1915'OF A CONCRETE LOADING RAMP, 37.5 FEET WEST OF THE WEST RAIL
 DK1915'OF THE MAIN TRACK, 12.5 FEET EAST OF THE EAST WALL OF THE
 DK1915'WAREHOUSE, 2.5 FEET SOUTH OF A POWER POLE AND 1 FOOT WEST
 DK1915'OF A METAL WITNESS POST.  IT IS A STANDARD DISK STAMPED JAQUITH
 DK1915'NO. 1 1957, PROJECTING 5 INCHES.
 DK1915'
 DK1915'REFERENCE MARK NO. 2 IS 132.90 FEET WEST NORTHWEST OF THE
 DK1915'STATION.  IT IS 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DK1915'OF THE WEIGHT STATION, 76 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 DK1915'73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCALES, 1.5
 DK1915'FEET EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DK1915'IT IS A STANDARD REFERENCE MARK DISK STAMPED JAQUITH NO. 2
 DK1915'1957, PROJECTING 4 INCHS.
 DK1915'
 DK1915'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 60
 DK1915'FEET NORTH OF THE CENTER OF THE DRIVEWAY, 106.5 FEET WEST OF
 DK1915'THE CENTER OF HIGHWAY 49W, 71 FEET EAST NORTHEAST OF THE NORTHEAST
 DK1915'CORNER OF A HOUSE, 33.5 FEET WEST OF THE WEST RAIL OR THE RAILROAD
 DK1915'TRACK, AND 3 FEET EAST SOUTHEAST OF A POWER POLE.  THE AZIMUTH
 DK1915'WILL STILL SEE THE STATION.  IT IS A STANDARD AZIMUTH MARK
 DK1915'DISK, STAMPED JAQUITH 1957, PROJECTING 4 INCHES.
 DK1915'
 DK1915'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RULEVILLE
 DK1915'GO NORTH ON RUBY AVENUE FOR 0.45 MILE TO THE INTERSECTION
 DK1915'OF MISSISSIPPI HIGHWAY 8.  TURN RIGHT (EAST) AND CONTINUE
 DK1915'ON MISSISSIPPI HIGHWAY 8 FOR 0.1 MILE TO THE INTERSECTION OF
 DK1915'U.S. HIGHWAY 49W.  TURN LEFT (NORTH) AND CONTINUE ON U.S.
 DK1915'HIGHWAY 49W FOR 2.05 MILES TO A DRIVEWAY AND THE AZIMUTH ON
 DK1915'THE LEFT AS DESCRIBED.  TO REACH THE STATION CONTINUE NORTH
 DK1915'NORTHEAST ON U.S. HIGHWAY 49W FOR 0.5 MILE TO A SIDE ROAD
 DK1915'LEFT.  TURN LEFT (WEST) AND CONTINUE ON AN ALL WEATHER ROAD
 DK1915'FOR 150 FEET TO A DRIVEWAY LEADING TO A GRAIN ELEVATOR ON THE
 DK1915'RIGHT.  TURN RIGHT (NORTH) AND CONTINUE ON THE DRIVEWAY
 DK1915'FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DK1915
 DK1915                          STATION RECOVERY (1982)
 DK1915
 DK1915'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB)
 DK1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0806 ***********************************************************************
 DK0806  DESIGNATION -  JARNIGAN BOLT
 DK0806  PID         -  DK0806
 DK0806  STATE/COUNTY-  MS/BOLIVAR
 DK0806  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0806
 DK0806                         *CURRENT SURVEY CONTROL
 DK0806  ___________________________________________________________________
 DK0806* NAD 83(1986)-  33 53 40.     (N)    091 02 14.     (W)     SCALED    
 DK0806* NAVD 88     -        45.74   (+/-2cm)     150.1    (feet)  VERTCON   
 DK0806  ___________________________________________________________________
 DK0806  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0806  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0806
 DK0806.The horizontal coordinates were scaled from a topographic map and have
 DK0806.an estimated accuracy of +/- 6 seconds.
 DK0806
 DK0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0806.The vertical order pertains to the NGVD 29 superseded value.
 DK0806
 DK0806.The geoid height was determined by GEOID03.
 DK0806
 DK0806;                    North         East    Units  Estimated Accuracy
 DK0806;SPC MS W     -   487,460.      634,890.      MT  (+/- 180 meters Scaled)
 DK0806
 DK0806                          SUPERSEDED SURVEY CONTROL
 DK0806
 DK0806  NGVD 29 (??/??/??)   45.807  (m)          150.29   (f) ADJUSTED    1 2
 DK0806
 DK0806.Superseded values are not recommended for survey control.
 DK0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0806.See file dsdata.txt to determine how the superseded data were derived.
 DK0806
 DK0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT814521(NAD 83)
 DK0806_MARKER: B = BOLT
 DK0806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0806_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0806
 DK0806  HISTORY     - Date     Condition        Report By
 DK0806  HISTORY     - UNK      MONUMENTED       MRC
 DK0806  HISTORY     - 1939     GOOD             CGS
 DK0806
 DK0806                          STATION DESCRIPTION
 DK0806
 DK0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0806'3.0 MI N FROM ROSEDALE.
 DK0806'ABOUT 3.0 MILES ABOVE ROSEDALE, BACK OF TERRENE LANDING, IN THE PITS
 DK0806'BETWEEN THE OLD AND NEW LEVEES, ABOUT 250 FEET ABOVE THE LOOP IN THE
 DK0806'OLD LEVEE, ON A SMALL MOUND IN THE BARROW PITS, A COPPER BOLT WITH
 DK0806'ACCESS THROUGH A IRON PIPE PROJECTING 15 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DK0807 ***********************************************************************
 DK0807  DESIGNATION -  JARNIGAN CAP
 DK0807  PID         -  DK0807
 DK0807  STATE/COUNTY-  MS/BOLIVAR
 DK0807  USGS QUAD   -  MONTGOMERY ISLAND (1972)
 DK0807
 DK0807                         *CURRENT SURVEY CONTROL
 DK0807  ___________________________________________________________________
 DK0807* NAD 83(1986)-  33 53 40.     (N)    091 02 15.     (W)     SCALED    
 DK0807* NAVD 88     -        46.96   (+/-2cm)     154.1    (feet)  VERTCON   
 DK0807  ___________________________________________________________________
 DK0807  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DK0807  VERT ORDER  -  FIRST     CLASS II (See Below)
 DK0807
 DK0807.The horizontal coordinates were scaled from a topographic map and have
 DK0807.an estimated accuracy of +/- 6 seconds.
 DK0807
 DK0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DK0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DK0807.The vertical order pertains to the NGVD 29 superseded value.
 DK0807
 DK0807.The geoid height was determined by GEOID03.
 DK0807
 DK0807;                    North         East    Units  Estimated Accuracy
 DK0807;SPC MS W     -   487,460.      634,870.      MT  (+/- 180 meters Scaled)
 DK0807
 DK0807                          SUPERSEDED SURVEY CONTROL
 DK0807
 DK0807  NGVD 29 (??/??/??)   47.019  (m)          154.26   (f) ADJUSTED    1 2
 DK0807
 DK0807.Superseded values are not recommended for survey control.
 DK0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0807.See file dsdata.txt to determine how the superseded data were derived.
 DK0807
 DK0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT814521(NAD 83)
 DK0807_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0807_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DK0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0807
 DK0807  HISTORY     - Date     Condition        Report By
 DK0807  HISTORY     - UNK      MONUMENTED       MRC
 DK0807  HISTORY     - 1939     GOOD             CGS
 DK0807
 DK0807                          STATION DESCRIPTION
 DK0807
 DK0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DK0807'3.0 MI N FROM ROSEDALE.
 DK0807'ABOUT 3.0 MILES ABOVE ROSEDALE.  BACK OF TERRENE LANDING.  IN PITS
 DK0807'BETWEEN OLD AND NEW LEVEES.  ABOUT 250 FEET ABOVE LOOP IN OLD LEVEES.
 DK0807'ON SMALL MOUND IN BARROW PITS.  TOP OF PIPE PROJECTS 15 INCHES ABOVE
 DK0807'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0321 ***********************************************************************
 CP0321  DESIGNATION -  JAX
 CP0321  PID         -  CP0321
 CP0321  STATE/COUNTY-  MS/RANKIN
 CP0321  USGS QUAD   -  JACKSON (1998)
 CP0321
 CP0321                         *CURRENT SURVEY CONTROL
 CP0321  ___________________________________________________________________
 CP0321* NAD 83(1993)-  32 16 42.47767(N)    090 08 41.55504(W)     ADJUSTED  
 CP0321* NAVD 88     -        83.70   (+/-2cm)     274.6    (feet)  VERTCON   
 CP0321  ___________________________________________________________________
 CP0321  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CP0321  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0321  HORZ ORDER  -  FIRST
 CP0321  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0321
 CP0321.The horizontal coordinates were established by classical geodetic methods
 CP0321.and adjusted by the National Geodetic Survey in May 1994.
 CP0321
 CP0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0321.The vertical order pertains to the NGVD 29 superseded value.
 CP0321
 CP0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0321
 CP0321.The geoid height was determined by GEOID03.
 CP0321
 CP0321;                    North         East     Units Scale Factor Converg.
 CP0321;SPC MS W     -   308,042.236   717,752.983   MT  0.99995389   +0 06 02.3
 CP0321;SPC MS W     - 1,010,635.24  2,354,827.91   sFT  0.99995389   +0 06 02.3
 CP0321;UTM  15      - 3,574,882.138   768,911.610   MT  1.00049186   +1 31 32.3
 CP0321
 CP0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0321!SPC MS W     -   0.99999099  x   0.99995389  =   0.99994488
 CP0321!UTM  15      -   0.99999099  x   1.00049186  =   1.00048285
 CP0321
 CP0321|---------------------------------------------------------------------|
 CP0321| PID    Reference Object                     Distance      Geod. Az  |
 CP0321|                                                           dddmmss.s |
 CP0321| CP0322 JAX RM 1                             23.235 METERS 05710     |
 CP0321| AI3694 JAX AZ MK 2                                        1524346.7 |
 CP0321| AI3693 JAX AZ MK                                          2665522.6 |
 CP0321| CP0320 JAX RM 2                             34.948 METERS 27424     |
 CP0321| CP0323 JAX 2                                 9.440 METERS 28452     |
 CP0321|---------------------------------------------------------------------|
 CP0321
 CP0321                          SUPERSEDED SURVEY CONTROL
 CP0321
 CP0321  NAD 83(1986)-  32 16 42.49193(N)    090 08 41.55008(W) AD(       ) 1
 CP0321  NAD 27      -  32 16 41.96300(N)    090 08 41.23600(W) AD(       ) 1
 CP0321  NGVD 29 (??/??/92)   83.729  (m)          274.70   (f) ADJ UNCH    1 2
 CP0321
 CP0321.Superseded values are not recommended for survey control.
 CP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0321.See file dsdata.txt to determine how the superseded data were derived.
 CP0321
 CP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6891274882(NAD 83)
 CP0321_MARKER: DS = TRIANGULATION STATION DISK
 CP0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0321_STAMPING: JAX 1945
 CP0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0321+STABILITY: SURFACE MOTION
 CP0321
 CP0321  HISTORY     - Date     Condition        Report By
 CP0321  HISTORY     - 1945     MONUMENTED       CGS
 CP0321  HISTORY     - 1957     GOOD             CGS
 CP0321  HISTORY     - 1957     GOOD             CGS
 CP0321  HISTORY     - 1960     GOOD             NGS
 CP0321  HISTORY     - 1961     SEE DESCRIPTION  CGS
 CP0321  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP0321
 CP0321                          STATION DESCRIPTION
 CP0321
 CP0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 CP0321'STATION IS LOCATED APPROXIMATELY 3 MILES AIRLINE SE OF THE
 CP0321'CENTER OF JACKSON, IN THE APPROXIMATE CENTER OF A SMALL PARK
 CP0321'AREA IN THE FORKS OF THE NEW U.S. HIGHWAY 80 AND THE OLD
 CP0321'ROUTE.  IT IS 61 FEET S OF THE APPROXIMATE CENTER OF U.S.
 CP0321'HIGHWAY 80, 51 FEET NE OF THE APPROXIMATE CENTER OF A MACADAM
 CP0321'ROAD, AND 53 FEET W OF THE APPROXIMATE CENTER OF ANOTHER
 CP0321'MACADAM ROAD.
 CP0321'
 CP0321'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 CP0321'POST, STAMPED JAX 1945, AND FLUSH WITH THE GROUND.  UNDERGROUND
 CP0321'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CP0321'
 CP0321'REFERENCE MARK 1 IS LOCATED 76.23 FEET NE OF THE STATION, 27
 CP0321'FEET S OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 80, AND 13
 CP0321'FEET NW OF THE APPROXIMATE CENTER OF A MACADAM ROAD.  IT IS
 CP0321'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 CP0321'JAX NO 1 1945, AND FLUSH WITH THE GROUND.
 CP0321'
 CP0321'REFERENCE MARK 2 IS LOCATED 114.66 FEET W OF THE STATION,
 CP0321'38 FEET S OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 80, AND
 CP0321'19 FEET N OF THE APPROXIMATE CENTER OF A MACADAM ROAD.  IT
 CP0321'IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST,
 CP0321'STAMPED JAX NO 2 1945, AND FLUSH WITH THE GROUND.
 CP0321'
 CP0321'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.45 MILE W OF THE
 CP0321'STATION, IN THE CENTER OF THE PARKWAY ON U.S. HIGHWAY 80,
 CP0321'AT THE W EDGE OF A U-TURN CROSSOVER.  IT IS A BRONZE AZIMUTH
 CP0321'DISK SET IN TOP OF A CONCRETE POST, STAMPED JAX 1945, AND
 CP0321'FLUSH WITH THE GROUND.
 CP0321'
 CP0321'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON U.S. HIGHWAY
 CP0321'80 FOR 0.45 MILE AND THE MARK AS DESCRIBED.
 CP0321'
 CP0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49
 CP0321'AND 80 SE OF JACKSON, GO E ON U.S. HIGHWAY 80 FOR 1.5 MILES TO
 CP0321'THE JUNCTION OF THE NEW AND OLD U.S. HIGHWAY 80 AND THE STATION
 CP0321'AS DESCRIBED.
 CP0321'
 CP0321'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CP0321
 CP0321                          STATION RECOVERY (1957)
 CP0321
 CP0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WGR)
 CP0321'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED.  DESCRIPTION
 CP0321'TO REACH IS ADEQUATE.
 CP0321
 CP0321                          STATION RECOVERY (1957)
 CP0321
 CP0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CP0321'NOTE--THE STATION IS IN RANKIN COUNTY, MISSISSIPPI
 CP0321'
 CP0321'THE STATION WAS VISITED 2-21-57 AND THE STATION MARK AND
 CP0321'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 CP0321'THE AZIMUTH MARK WAS DESTROYED WHEN THE TOP OF THE MONUMENT WAS
 CP0321'BROKEN OFF BY ROAD MACHINERY.
 CP0321'
 CP0321'THE 1945 DESCRIPTION FOR THE STATION IS ADEQUATE.
 CP0321
 CP0321                          STATION RECOVERY (1960)
 CP0321
 CP0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CP0321'3.6 MI SE FROM JACKSON.
 CP0321'ABOUT 0.15 MILE EAST ALONG EAST PASAGOULA STREET FROM THE HINDS COUNTY
 CP0321'COURTHOUSE AT JACKSON, THENCE 1.15 MILES SOUTH ALONG U. S. HIGHWAY 49
 CP0321'AND 51 TO U. S. HIGHWAY 80 OVERPASS, THENCE 2.3 MILES EAST ALONG U. S.
 CP0321'HIGHWAY 80, 0.4 MILE WEST OF THE JUNCTION OF U. S. HIGHWAY 80 AND
 CP0321'STATE HIGHWAY 468, IN SECTION 13, T 5 N, R 1 E, 0.3 MILE SOUTHEAST OF
 CP0321'A WATER TOWER, IN THE CENTER OF A TRIANGULAR-SHAPED ISLAND DIVIDING U.
 CP0321'S. HIGHWAY 80 AND THE OLD BRANDON ROAD, 61 FEET SOUTH OF THE CENTER
 CP0321'LINE OF U. S. HIGHWAY 80, 54 FEET NORTHEAST OF THE CENTER LINE OF
 CP0321'STATE HIGHWAY 468, 114 1/2 FEET EAST OF JAX R. M. 2, 76 FEET SOUTHWEST
 CP0321'OF JAX R. M. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CP0321'INCHES BELOW THE GROUND.
 CP0321
 CP0321                          STATION RECOVERY (1961)
 CP0321
 CP0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CP0321'THE STATION WAS VISITED 7-7-61 AND THE STATION MARK AND REFERENCE
 CP0321'MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CP0321'MARK WAS DESTROYED PRIOR TO THIS DATE.  THE STATION MARK AND
 CP0321'REFERENCE MARK NO. 1 AND NO. 2 WERE RESET AT THIS DATE AT THE
 CP0321'REQUEST OF THE STATE HIGHWAY DEPARTMENT.  A NEW STATION JAX
 CP0321'2 1961 WAS ESTABLISHED 9.440 METERS WEST OF THE STATION
 CP0321'AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THE
 CP0321'DISKS FOR THE STATION SURFACE MARK AND REFERENCE MARKS NO. 1
 CP0321'AND NO. 2 WERE RECLAIMED AT THIS DATE.  THE STATION
 CP0321'SUB-SURFACE MARK WAS LEFT INTACT HOWEVER IT WILL BE UNDER THE
 CP0321'HIGHWAY BETWEEN THE TWO ISLANDS FORMED BY THE
 CP0321'INTERSECTION AFTER THE CONSTRUCTION IS COMPLETED.
 CP0321'
 CP0321'SEE DESCRIPTION OF JAX 2 1961.
 CP0321
 CP0321                          STATION RECOVERY (1968)
 CP0321
 CP0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0323 ***********************************************************************
 CP0323  DESIGNATION -  JAX 2
 CP0323  PID         -  CP0323
 CP0323  STATE/COUNTY-  MS/RANKIN
 CP0323  USGS QUAD   -  JACKSON (1998)
 CP0323
 CP0323                         *CURRENT SURVEY CONTROL
 CP0323  ___________________________________________________________________
 CP0323* NAD 83(1993)-  32 16 42.55631(N)    090 08 41.90371(W)     NO CHECK  
 CP0323* NAVD 88     -        83.675  (meters)     274.52   (feet)  ADJUSTED  
 CP0323  ___________________________________________________________________
 CP0323  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CP0323  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0323  DYNAMIC HT  -          83.581 (meters)     274.22  (feet)  COMP
 CP0323  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 CP0323
 CP0323  HORZ ORDER  -  SECOND
 CP0323  VERT ORDER  -  FIRST     CLASS I
 CP0323
 CP0323.The horizontal coordinates were established by classical geodetic methods
 CP0323.and adjusted by the National Geodetic Survey in May 1994.
 CP0323.No horizontal observational check was made to the station.
 CP0323
 CP0323.The orthometric height was determined by differential leveling
 CP0323.and adjusted in May 1996.
 CP0323
 CP0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CP0323
 CP0323.The geoid height was determined by GEOID03.
 CP0323
 CP0323.The dynamic height is computed by dividing the NAVD 88
 CP0323.geopotential number by the normal gravity value computed on the
 CP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0323.degrees latitude (g = 980.6199 gals.).
 CP0323
 CP0323.The modeled gravity was interpolated from observed gravity values.
 CP0323
 CP0323;                    North         East     Units Scale Factor Converg.
 CP0323;SPC MS W     -   308,044.642   717,743.855   MT  0.99995388   +0 06 02.1
 CP0323;SPC MS W     - 1,010,643.13  2,354,797.96   sFT  0.99995388   +0 06 02.1
 CP0323;UTM  15      - 3,574,884.317   768,902.420   MT  1.00049180   +1 31 32.2
 CP0323
 CP0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CP0323!SPC MS W     -   0.99999099  x   0.99995388  =   0.99994487
 CP0323!UTM  15      -   0.99999099  x   1.00049180  =   1.00048279
 CP0323
 CP0323|---------------------------------------------------------------------|
 CP0323| PID    Reference Object                     Distance      Geod. Az  |
 CP0323|                                                           dddmmss.s |
 CP0323| CP0321 JAX                                   9.440 METERS 10452     |
 CP0323| CP0324 JAX 2 RM 3                           15.515 METERS 14841     |
 CP0323| AI3694 JAX AZ MK 2                                        1512628.6 |
 CP0323| CP0325 JAX 2 RM 4                           18.340 METERS 26357     |
 CP0323|---------------------------------------------------------------------|
 CP0323
 CP0323                          SUPERSEDED SURVEY CONTROL
 CP0323
 CP0323  NAD 83(1986)-  32 16 42.57057(N)    090 08 41.89874(W) AD(       ) 2
 CP0323  NAD 27      -  32 16 42.04200(N)    090 08 41.58500(W) AD(       ) 2
 CP0323  NAVD 88 (06/15/91)   83.680  (m)          274.54   (f) UNKNOWN     1 1
 CP0323  NGVD 29 (??/??/??)   83.689  (m)          274.57   (f) ADJUSTED    1 1
 CP0323
 CP0323.Superseded values are not recommended for survey control.
 CP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0323.See file dsdata.txt to determine how the superseded data were derived.
 CP0323
 CP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR6890274884(NAD 83)
 CP0323_MARKER: DS = TRIANGULATION STATION DISK
 CP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0323_SP_SET: CONCRETE POST
 CP0323_STAMPING: JAX 2 1961
 CP0323_MARK LOGO: CGS   
 CP0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0323+STABILITY: SURFACE MOTION
 CP0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0323+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 CP0323
 CP0323  HISTORY     - Date     Condition        Report By
 CP0323  HISTORY     - 1961     MONUMENTED       CGS
 CP0323  HISTORY     - 1968     GOOD             CGS
 CP0323  HISTORY     - 1974     GOOD             MSSU
 CP0323  HISTORY     - 1977     GOOD             MSHD
 CP0323  HISTORY     - 1977     GOOD             MSHD
 CP0323  HISTORY     - 1980     GOOD             MSSU
 CP0323  HISTORY     - 1980     GOOD             NGS
 CP0323  HISTORY     - 19811001 GOOD             MSSU
 CP0323  HISTORY     - 19840819 GOOD             NGS
 CP0323  HISTORY     - 1987     GOOD             MSU
 CP0323  HISTORY     - 19910819 GOOD             MSHD
 CP0323  HISTORY     - 20020211 MARK NOT FOUND   CRAFT
 CP0323
 CP0323                          STATION DESCRIPTION
 CP0323
 CP0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH)
 CP0323'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST (AIRLINE) FROM THE
 CP0323'CENTER OF JACKSON, 1.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM
 CP0323'ITS INTERSECTION WITH U.S. HIGHWAY 49, AT THE INTERSECTION
 CP0323'WITH OLD U.S. HIGHWAY 80, IN ABOUT THE CENTER OF THE TRIANGULAR
 CP0323'ISLAND (WEST ONE OF TWO) FORMED BY THE INTERSECTION, 31 FEET
 CP0323'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE OF U.S. HIGHWAY
 CP0323'80, 45.5 FEET NORTHEAST OF THE WEST FORK OF THE INTERSECTION,
 CP0323'302 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CP0323'CONCRETE BRIDGE ON THE ROAD LEADING SOUTH, 29.6 FEET WEST OF
 CP0323'THE CENTER OF THE LANE BETWEEN THE TWO ISLANDS.  AND 1.5 FEET
 CP0323'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CP0323'STAMPED JAX 2 1961, SET IN THE TOP OF A 12-INCH ROUND
 CP0323'CONCRETE POST FLUSH WITH THE GROUND.
 CP0323'
 CP0323'REFERENCE MARK NO. 3 IS 50.90 FEET SOUTH OF THE STATION,
 CP0323'250 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 CP0323'BRIDGE ON ROAD LEADING SOUTH, 4.8 FEET NORTHEAST OF THE CURB
 CP0323'OF THE WEST FORK OF THE INTERSECTION, 19.7 FEET NORTHEAST
 CP0323'OF THE CENTER OF THE WEST FORK, 23 FEET WEST OF THE CENTER
 CP0323'OF THE LANE BETWEEN THE ISLANDS, AND 1.5 FEET NORTHWEST OF A
 CP0323'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED JAX 2 NO 3
 CP0323'1961, FLUSH WITH THE GROUND.
 CP0323'
 CP0323'REFERENCE MARK NO. 4 IS 60.17 FEET WEST-SOUTHWEST OF THE
 CP0323'STATION NEAR THE WEST END OF THE WEST ISLAND FORMED BY THE
 CP0323'INTERSECTION, 4 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 CP0323'WEST FORK OF THE INTERSECTION, 19 FEET NORTHEAST OF THE WEST
 CP0323'FORK OF THE INTERSECTION, 27.5 FEET SOUTH OF THE CENTER OF
 CP0323'THE EAST VOUND LANE OF U.S. HIGHWAY 80, AND 2 FEET EAST OF A
 CP0323'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED JAX 2
 CP0323'NO 4 1961, FLUSH WITH THE GROUND.
 CP0323'
 CP0323'MISSISSIPPI STATE HIGHWAY JAX AZIMUTH MARK CAN BE USED AS THE
 CP0323'AZIMUTH MARK FOR THE STATION.  THE AZIMUTH OF THIS MARK WAS
 CP0323'DETERMINED BY A POLARIS OBSERVATION.  IT IS 0.15 MILE SOUTH
 CP0323'OF THE STATION, IN THE NORTH END OF THE FIRST CURVE SOUTH OF
 CP0323'THE STATION, 43.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CP0323'162 FEET SOUTH OF THE CENTER OF CHILDRE ROAD, 31 FEET EAST
 CP0323'OF A FENCE LINE, 7.5 FEET NORTH OF A 3-FOOT SWEET GUM TREE, AND
 CP0323'13.5 FEET SOUTH OF A 3-FOOT OAK TREE.  IT IS A STANDARD
 CP0323'MISSISSIPPI STATE HIGHWAY SURVEY MARKER, STAMPED JAX AZI
 CP0323'1958, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 CP0323'PROJECTING 2 INCHES.
 CP0323'
 CP0323'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CP0323'80 AND 49 IN THE SOUTHEAST SECTION OF JACKSON, GO EAST ON U.S.
 CP0323'HIGHWAY 80 FOR 1.5 MILES TO THE MARK ON THE RIGHT AT THE
 CP0323'INTERSECTION WITH OLD U.S. HIGHWAY 80.
 CP0323
 CP0323                          STATION RECOVERY (1968)
 CP0323
 CP0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CP0323'THE STATION MARK, STAMPED JAX 2 1961, IS ABOUT 0.9 MILE WEST ALONG
 CP0323'U.S. HIGHWAY 80 FROM THE POST OFFICE AT PEARL, AT THE MORE WESTERLY
 CP0323'OF 2 TRIANGLE SHAPED ISLANDS AT THE INTERSECTION OF THE HIGHWAY AND
 CP0323'OLD BRANDON ROAD, IN SECTION 13, T 5 N, R 1 E, 36-1/2 FEET SOUTH
 CP0323'OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, 26 FEET WEST OF THE
 CP0323'CENTERLINE OF THE ROAD, 15-1/2 FEET WEST OF THE EAST CONCRETE CURB
 CP0323'OF THE ISLAND, 46 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 CP0323'FORK OF THE ROAD, 50.90 FEET NORTH OF RM 3, 60.17 FEET EAST OF
 CP0323'RM 4, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 CP0323'TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE
 CP0323'GROUND.
 CP0323'
 CP0323'RM 3, STAMPED JAX NO 3 1961, IS 50.90 FEET SOUTH OF THE STATION MARK,
 CP0323'87 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRAFFIC LANE OF THE
 CP0323'HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 9 FEET WEST OF
 CP0323'THE EAST CURB OF THE ISLAND, 19 FEET NORTH OF THE SOUTH CURB OF
 CP0323'THE ISLAND, 19 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 CP0323'FORK OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 CP0323'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 CP0323'SURFACE OF THE GROUND.
 CP0323'
 CP0323'RM 4, STAMPED JAX 2 NO 4 1961, IS 60.17 FEET WEST OF THE STATION
 CP0323'MARK, 34 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRAFFIC LANE OF
 CP0323'THE HIGHWAY, 18 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 CP0323'FORK OF THE ROAD, 4 FEET NORTHEAST OF THE SOUTHWEST CONCRETE CURB
 CP0323'OF THE ISLAND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 CP0323'IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 CP0323'SURFACE OF THE GROUND.
 CP0323'
 CP0323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILE WEST.
 CP0323
 CP0323                          STATION RECOVERY (1974)
 CP0323
 CP0323'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (DT)
 CP0323'JAX 2 1961-GOOD
 CP0323'
 CP0323'JAX 2 NO 3 1961-GOOD
 CP0323'
 CP0323'JAX 2 NO 4 1961-GOOD
 CP0323'
 CP0323'JAX AZI 1958-GOOD
 CP0323
 CP0323                          STATION RECOVERY (1977)
 CP0323
 CP0323'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF)
 CP0323'THE STATION WAS VISITED 5-4-77 AND THE STATION MARK, RM NO 3, RM NO
 CP0323'4, AND THE 1958 AZI WERE FOUND IN GOOD CONDITION.  THE AZIMUTH IS
 CP0323'VISIBLE FROM THE STATION.
 CP0323'
 CP0323'THE STATION IS LOCATED 0.95 MILE WEST OF PEARL IN THE WEST ONE OF TWO
 CP0323'TRIANGULAR ISLANDS FORMED BY ROADS, ABOUT 3 MILES SOUTHEAST OF
 CP0323'JACKSON, 0.8 MILE EAST OF THE JUNCTION OF NEW U.S. HIGHWAY 49 AND
 CP0323'U.S. HIGHWAY 80 IN THE NORTHEAST 1/4 OF SECTION 13, T 5N, R 1E.
 CP0323'IT IS 72 FEET NORTHEAST OF A POWER POLE, 70 FEET NORTH OF THE
 CP0323'SOUTH POINT OF THE TRIANGLE, 43 FEET NORTHEAST OF THE CENTER OF
 CP0323'THE BLACK TOP ROAD ON THE SOUTHWEST SIDE OF THE TRIANGLE, 36.5
 CP0323'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY
 CP0323'80, 26 FEET WEST OF THE CENTER OF OLD BRANDON ROAD AND IS FLUSH WITH
 CP0323'THE GROUND.  IT IS A TRIANGULATION DISK, STAMPED JAX 2 1961.
 CP0323'
 CP0323'REFERENCE MARK NO 3 IS 50.90 FEET SOUTH OF THE STATION.  IT IS 83.5
 CP0323'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 80, 57
 CP0323'FEET EAST-SOUTHEAST OF A POWER POLE, 20 FEET WEST OF THE CENTER OF
 CP0323'OLD BRANDON ROAD, 19 FEET NORTH-NORTHWEST OF THE SOUTH POINT OF
 CP0323'THE TRIANGLE, 17 FEET NORTHEAST OF THE CENTER OF THE BLACK TOP
 CP0323'ROAD ON THE SOUTHWEST SIDE OF THE TRIANGLE AND IS FLUSH WITH THE
 CP0323'GROUND.  IT IS A REFERENCE MARK DISK, STAMPED JAX 2 NO 3 1961.
 CP0323'
 CP0323'REFERENCE MARK NO 4 IS 60.19 FEET WEST-SOUTHWEST OF THE STATION.  IT
 CP0323'IS 84.5 FEET WEST OF THE CENTER OF OLD BRANDON ROAD, 70 FEET
 CP0323'NORTHWEST OF A POWER POLE, 34 FEET SOUTH OF THE CENTER OF THE EAST
 CP0323'BOUND LANE OF U.S. HIGHWAY 80, 16 FEET NORTHEAST OF THE CENTER OF THE
 CP0323'BLACK TOP ROAD ON THE SOUTHWEST SIDE OF THE TRIANGLE, 12 FEET
 CP0323'SOUTHEAST OF THE CENTER OF A HIGH POWER LINE AND IS FLUSH WITH THE
 CP0323'GROUND.  IT IS A REFERENCE MARK DISK, STAMPED JAX 2 NO 4 1961.
 CP0323'
 CP0323'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION IN THE NORTH END
 CP0323'OF THE FIRST CURVE SOUTH OF THE STATION, 172 FEET SOUTHEAST OF THE
 CP0323'CENTER OF CHILDRE ROAD, 62 FEET EAST-SOUTHEAST OF THE CENTER OF A
 CP0323'GRAVELED DRIVEWAY, 43.5 FEET SOUTHWEST OF THE CENTER OF OLD
 CP0323'BRANDON ROAD, 29.5 FEET WEST OF A UTILITY POLE WITH A LAMP, 12
 CP0323'FEET SOUTHEAST OF A 36 INCH OAK, 6 FEET NORTHWEST OF A 30 INCH GUM,
 CP0323'3 FEET NORTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS
 CP0323'POST ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD UNDER A FENCE AND
 CP0323'IS FLUSH WITH THE GROUND.  IT IS A MISSISSIPPI STATE HIGHWAY
 CP0323'DEPARTMENT PHOTRONICS DISK SET IN THE TOP OF A 6 INCH SQUARE
 CP0323'CONCRETE POST STAMPED JAX AZI 1958.
 CP0323'
 CP0323'TO REACH THE STATION FROM THE RANKIN COUNTY BANK IN PEARL GO WEST ON
 CP0323'U.S. HIGHWAY 80 FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY 468.
 CP0323'CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.45 MILE TO THE JUNCTION OF
 CP0323'OLD BRANDON ROAD AND THE STATION ON THE LEFT.  TO REACH THE
 CP0323'AZIMUTH TURN LEFT AND GO SOUTH ON OLD BRANDON ROAD FOR 0.2 MILE TO
 CP0323'THE MARK ON THE RIGHT.
 CP0323'
 CP0323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.95 MILE WEST OF
 CP0323'PEARL.
 CP0323
 CP0323                          STATION RECOVERY (1977)
 CP0323
 CP0323'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0323'0.95 MI W FROM PEARL.
 CP0323'THE MARK IS LOCATED 0.95 MILE WEST OF PEARL IN THE WEST ONE OF TWO
 CP0323'TRIANGULAR ISLANDS FORMED BY ROADS ABOUT 3 MILES SOUTHEAST OF JACKSON,
 CP0323'0.8 MILE EAST OF THE JUNCTION OF NEW U.S. HIGHWAY 49 AND U.S. HIGHWAY
 CP0323'80 IN THE SOUTHEAST 1/4 OF SECTION 13, T 5N, R 1E.  IT IS 72 FEET
 CP0323'NORTHEAST OF A POWER POLE, 70 FEET NORTH OF THE SOUTH POINT OF A
 CP0323'TRIANGULAR ISLAND, 43 FEET NORTHEAST OF THE CENTER OF THE BLACK TOP
 CP0323'ROAD ON THE SOUTHWEST SIDE OF THE TRIANGLE, 36.5 FEET SOUTH OF THE
 CP0323'CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 80, 26 FEET WEST OF THE
 CP0323'CENTER OF OLD BRANDON ROAD SET IN THE TOP OF A ROUND CONCRETE POST
 CP0323'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE
 CP0323'GROUND.  NOTE-- TO REACH FROM THE RANKIN COUNTY BANK IN PEARL GO WEST
 CP0323'ON U.S. HIGHWAY 80 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 468.
 CP0323'CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.45 MILE TO A SIDE ROAD AND THE
 CP0323'MARK ON THE LEFT.
 CP0323
 CP0323                          STATION RECOVERY (1980)
 CP0323
 CP0323'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 CP0323'STATION, REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK RECOVERED IN GOOD
 CP0323'CONDITION.
 CP0323
 CP0323                          STATION RECOVERY (1980)
 CP0323
 CP0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 CP0323'STATION, RM 3, RM 4, AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 CP0323'GOOD CONDITION.
 CP0323'
 CP0323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 CP0323'OF JACKSON.
 CP0323
 CP0323                          STATION RECOVERY (1981)
 CP0323
 CP0323'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0323'RECOVERED IN GOOD CONDITION.
 CP0323
 CP0323                          STATION RECOVERY (1984)
 CP0323
 CP0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CP0323'THE STATION MARK, REFERENCE MARKS NO 3 AND NO 4 AND THE AZIMUTH MARK
 CP0323'WERE ALL RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE
 CP0323'STATION MARK AND REFERENCE MARK NO 3 ARE GOING TO BE DESTROYED BY ROAD
 CP0323'CONSTRUCTION.  A NEW STATION JAX 3 1984 AND REFERENCE MARK NO 5 WERE
 CP0323'ESTABLISHED AT THIS DATE.
 CP0323
 CP0323                          STATION RECOVERY (1987)
 CP0323
 CP0323'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (KN)
 CP0323'RECOVERED IN GOOD CONDITION.
 CP0323
 CP0323                          STATION RECOVERY (1991)
 CP0323
 CP0323'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0323'MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) WEST OF PEARL, IN THE WEST
 CP0323'ONE OF TWO TRIANGULAR PLOTS OF GROUND FORMED BY ROADS, AT THE
 CP0323'JUNCTION OF OLD BRANDON ROAD AND U.S. HIGHWAY 80, 0.8 MI (1.3 KM)
 CP0323'EAST OF THE JUNCTION OF NEW U.S. HIGHWAY 49 AND U.S. HIGHWAY 80,
 CP0323'0.45 MI (0.72 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CP0323'HIGHWAY 468 LEADING SOUTH AND IS IN SECTION 13, T 5N, R 1E.  MARK IS
 CP0323'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 1 FT
 CP0323'(0.3 M) ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND, 72 FT
 CP0323'(21.9 M) NORTHEAST OF A POWER POLE, 70 FT (21.3 M) NORTH OF THE SOUTH
 CP0323'POINT OF THE TRIANGLE, 43 FT (13.1 M) NORTHEAST OF THE CENTER OF A
 CP0323'PAVED ROAD FORMING THE SOUTHWEST SIDE OF THE TRIANGLE, 36.5 FT (11.1
 CP0323'M) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 80 AND 26 FT
 CP0323'(7.9 M) WEST OF THE CENTER OF OLD BRANDON ROAD.
 CP0323
 CP0323                          STATION RECOVERY (2002)
 CP0323
 CP0323'RECOVERY NOTE BY ALLAN CRAFT SUR-CON INCORPORATED 2002 (CHC)
 CP0323'FOUND WHAT MAY BE REMAINS OF DESTROYED MONUMENT AT DESCRIBED LOCATION.
 CP0323' 
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0325 ***********************************************************************
 CP0325  DESIGNATION -  JAX 2 RM 4
 CP0325  PID         -  CP0325
 CP0325  STATE/COUNTY-  MS/RANKIN
 CP0325  USGS QUAD   -  JACKSON (1998)
 CP0325
 CP0325                         *CURRENT SURVEY CONTROL
 CP0325  ___________________________________________________________________
 CP0325* NAD 83(1986)-  32 16 43.     (N)    090 08 41.     (W)     SCALED    
 CP0325* NAVD 88     -        83.573  (meters)     274.19   (feet)  ADJUSTED  
 CP0325  ___________________________________________________________________
 CP0325  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0325  DYNAMIC HT  -          83.480 (meters)     273.88  (feet)  COMP
 CP0325  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 CP0325
 CP0325  VERT ORDER  -  FIRST     CLASS I
 CP0325
 CP0325.The horizontal coordinates were scaled from a topographic map and have
 CP0325.an estimated accuracy of +/- 6 seconds.
 CP0325
 CP0325.The orthometric height was determined by differential leveling
 CP0325.and adjusted in June 1991.
 CP0325
 CP0325.The geoid height was determined by GEOID03.
 CP0325
 CP0325.The dynamic height is computed by dividing the NAVD 88
 CP0325.geopotential number by the normal gravity value computed on the
 CP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP0325.degrees latitude (g = 980.6199 gals.).
 CP0325
 CP0325.The modeled gravity was interpolated from observed gravity values.
 CP0325
 CP0325;                    North         East    Units  Estimated Accuracy
 CP0325;SPC MS W     -   308,060.      717,770.      MT  (+/- 180 meters Scaled)
 CP0325
 CP0325                          SUPERSEDED SURVEY CONTROL
 CP0325
 CP0325  NGVD 29 (??/??/??)   83.582  (m)          274.22   (f) ADJUSTED    1 1
 CP0325
 CP0325.Superseded values are not recommended for survey control.
 CP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0325.See file dsdata.txt to determine how the superseded data were derived.
 CP0325
 CP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR689748(NAD 83)
 CP0325_MARKER: DR = REFERENCE MARK DISK
 CP0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0325_SP_SET: CONCRETE POST
 CP0325_STAMPING: JAX 2 NO 4 1961
 CP0325_MARK LOGO: CGS   
 CP0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0325+STABILITY: SURFACE MOTION
 CP0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP0325+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 CP0325
 CP0325  HISTORY     - Date     Condition        Report By
 CP0325  HISTORY     - 1961     MONUMENTED       CGS
 CP0325  HISTORY     - 1977     GOOD             MSHD
 CP0325  HISTORY     - 19811001 GOOD             MSSU
 CP0325  HISTORY     - 19850819 GOOD             NGS
 CP0325  HISTORY     - 1987     GOOD             MSU
 CP0325  HISTORY     - 19910819 GOOD             MSHD
 CP0325  HISTORY     - 20020528 GOOD             MSHD
 CP0325
 CP0325                          STATION DESCRIPTION
 CP0325
 CP0325'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977
 CP0325'0.95 MI W FROM PEARL.
 CP0325'THE MARK IS LOCATED 0.95 MILE WEST OF PEARL IN THE WEST ONE OF TWO
 CP0325'TRIANGULAR PLOTS OF GROUND FORMED BY ROADS ABOUT 3 MILES SOUTHEAST OF
 CP0325'JACKSON, 0.8 MILE EAST OF THE JUNCTION OF NEW U.S. HIGHWAY 49 AND U.S.
 CP0325'HIGHWAY 80 IN THE NORTHEAST 1/4 OF SECTION 13, T 5N, R 1E.  IT IS
 CP0325'60.19 FEET WEST-SOUTHWEST OF THE STATION, 84.5 FEET WEST OF THE CENTER
 CP0325'OF OLD BRANDON ROAD, 70 FEET NORTHWEST OF A POWER POLE, 34 FEET SOUTH
 CP0325'OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 80, 16 FEET
 CP0325'NORTHEAST OF THE CENTER OF THE BLACK TOP ROAD ON THE SOUTHWEST SIDE OF
 CP0325'THE TRIANGLE SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 1 FOOT
 CP0325'ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO
 CP0325'REACH FROM THE RANKIN COUNTY BANK IN PEARL GO WEST ON U.S. HIGHWAY 80
 CP0325'FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY 468. CONTINUE WEST ON
 CP0325'U.S. HIGHWAY 80 FOR 0.45 MILE TO THE JUNCTION OF OLD BRANDON ROAD AND
 CP0325'THE MARK ON THE LEFT.
 CP0325
 CP0325                          STATION RECOVERY (1981)
 CP0325
 CP0325'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 CP0325'RECOVERED IN GOOD CONDITION.
 CP0325
 CP0325                          STATION RECOVERY (1985)
 CP0325
 CP0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CP0325'MARK WAS RECOVERED IN GOOD CONDITION.  THE 1977 DESCRIPTION BY R L W
 CP0325'MSHD IS ADEQUATE AND COMPLETE FOR RECOVERY AT THIS DATE.
 CP0325
 CP0325                          STATION RECOVERY (1987)
 CP0325
 CP0325'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (KN)
 CP0325'RECOVERED IN GOOD CONDITION.
 CP0325
 CP0325                          STATION RECOVERY (1991)
 CP0325
 CP0325'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP0325'MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) WEST OF PEARL, IN THE WEST
 CP0325'ONE OF TWO TRIANGULAR PLOTS OF GROUND FORMED BY ROADS, AT THE
 CP0325'JUNCTION OF OLD BRANDON ROAD AND U.S. HIGHWAY 80, 3 MI (4.8 KM)
 CP0325'SOUTHEAST OF JACKSON, 0.8 MI (1.3 KM) EAST OF THE JUNCTION OF NEW
 CP0325'U.S. HIGHWAY 49 AND U.S. HIGHWAY 80, 0.45 MI (0.72 KM) WEST OF THE
 CP0325'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 468 LEADING SOUTH AND
 CP0325'IS IN SECTION 13, T 5N, R 1E.  MARK IS A STANDARD DISK SET IN THE TOP
 CP0325'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND, 84.5 FT (25.8 M)
 CP0325'WEST OF THE CENTER OF OLD BRANDON ROAD, 70 FT (21.3 M) NORTHWEST OF A
 CP0325'POWER POLE, 34 FT (10.4 M) SOUTH OF THE CENTER OF THE EAST BOUND LANE
 CP0325'OF HIGHWAY 80, 16 FT (4.9 M) NORTHEAST OF THE CENTER OF A PAVED ROAD
 CP0325'FORMING THE SOUTHWEST SIDE OF THE TRIANGLE AND 1 FT (0.3 M) EAST OF A
 CP0325'CARSONITE WITNESS POST.
 CP0325
 CP0325                          STATION RECOVERY (2002)
 CP0325
 CP0325'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3318 ***********************************************************************
 CP3318  DESIGNATION -  JAX 3
 CP3318  PID         -  CP3318
 CP3318  STATE/COUNTY-  MS/RANKIN
 CP3318  USGS QUAD   -  JACKSON (1998)
 CP3318
 CP3318                         *CURRENT SURVEY CONTROL
 CP3318  ___________________________________________________________________
 CP3318* NAD 83(1986)-  32 16 43.     (N)    090 08 41.     (W)     SCALED    
 CP3318* NAVD 88     -        83.590  (meters)     274.24   (feet)  ADJUSTED  
 CP3318  ___________________________________________________________________
 CP3318  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP3318  DYNAMIC HT  -          83.496 (meters)     273.94  (feet)  COMP
 CP3318  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 CP3318
 CP3318  VERT ORDER  -  SECOND    CLASS II
 CP3318
 CP3318.The horizontal coordinates were scaled from a topographic map and have
 CP3318.an estimated accuracy of +/- 6 seconds.
 CP3318
 CP3318.The orthometric height was determined by differential leveling
 CP3318.and adjusted in May 1996.
 CP3318
 CP3318.The geoid height was determined by GEOID03.
 CP3318
 CP3318.The dynamic height is computed by dividing the NAVD 88
 CP3318.geopotential number by the normal gravity value computed on the
 CP3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP3318.degrees latitude (g = 980.6199 gals.).
 CP3318
 CP3318.The modeled gravity was interpolated from observed gravity values.
 CP3318
 CP3318;                    North         East    Units  Estimated Accuracy
 CP3318;SPC MS W     -   308,060.      717,770.      MT  (+/- 180 meters Scaled)
 CP3318
 CP3318                          SUPERSEDED SURVEY CONTROL
 CP3318
 CP3318  NGVD 29 (08/12/04)   83.60   (m)          274.3    (f) RESET       3  
 CP3318
 CP3318.Superseded values are not recommended for survey control.
 CP3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3318.See file dsdata.txt to determine how the superseded data were derived.
 CP3318
 CP3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR689748(NAD 83)
 CP3318_MARKER: DS = TRIANGULATION STATION DISK
 CP3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3318_SP_SET: CONCRETE POST
 CP3318_STAMPING: JAX 3 1984
 CP3318_MARK LOGO: NGS   
 CP3318_PROJECTION: FLUSH
 CP3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3318+STABILITY: SURFACE MOTION
 CP3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP3318+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 CP3318
 CP3318  HISTORY     - Date     Condition        Report By
 CP3318  HISTORY     - 1984     MONUMENTED       NGS
 CP3318  HISTORY     - 19840819 GOOD             NGS
 CP3318  HISTORY     - 1987     GOOD             MSU
 CP3318  HISTORY     - 19910819 GOOD             MSHD
 CP3318  HISTORY     - 20000626 GOOD             LOCSUR
 CP3318  HISTORY     - 20020528 GOOD             MSHD
 CP3318  HISTORY     - 20080501 GOOD             WOOLPT
 CP3318
 CP3318                          STATION DESCRIPTION
 CP3318
 CP3318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CP3318'0.45 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CP3318'HIGHWAY 468 TO MARK ON THE LEFT, IN THE EAST ONE OF TWO TRIANGULAR
 CP3318'PLOTS OF GROUND FORMED BY ROADS, 148.5 FT (45.3 M) NORTHWEST OF A
 CP3318'POWER POLE, 122.6 FT (37.4 M) EAST-NORTHEAST OF A POWER POLE, 78.0 FT
 CP3318'(23.8 M) NORTH OF OVERHEAD POWER LINES, 44.5 FT (13.6 M) EAST OF THE
 CP3318'CENTER OF OLD BRANDON ROAD, 41.5 FT (12.6 M) SOUTH OF THE CENTER OF
 CP3318'THE EAST BOUND LANES OF HIGHWAY 80, MARK IS FLUSH WITH THE GROUND.
 CP3318
 CP3318                          STATION RECOVERY (1984)
 CP3318
 CP3318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CP3318'THE STATION IS LOCATED IN PEARL, 1.0 MI (1.6 KM) EAST OF THE JUNCTION
 CP3318'OF US HIGHWAYS 80 AND 49, ON THE RIGHT-OF-WAY OF HIGHWAY 80, AT THE
 CP3318'JUNCTION OF OLD BRANDON ROAD, IN THE NORTHEAST QUARTER OF SECTION 13,
 CP3318'T 5N, R 1E.  TO REACH FROM THE RANKIN COUNTY BANK, IN PEARL GO WEST ON
 CP3318'US HIGHWAY 80 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE HIGHWAY
 CP3318'468 ON THE LEFT, CONTINUE WEST ON HIGHWAY 80 FOR 0.45 MI (0.72 KM) TO
 CP3318'THE JUNCTION OF OLD BRANDON ROAD AND STATION ON THE LEFT.
 CP3318'STATION IS A STANDARD DISK STAMPED--JAX 3 1984--, SET IN TOP OF A
 CP3318'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 45.26 M (148.49 FT)
 CP3318'NORTHWEST OF A POWER POLE, 37.37 M (122.60 FT) EAST NORTHEAST OF A
 CP3318'POWER POLE, 23.77 M (77.99 FT) NORTH OF OVERHEAD POWER LINES, 13.56 M
 CP3318'(44.49 FT) EAST OF THE CENTER OF OLD BRANDON ROAD, 12.65 M (41.50 FT)
 CP3318'SOUTH OF THE CENTER OF EASTBOUND LANES ON HIGHWAY 80 AND 0.61 M (2.00
 CP3318'FT) WEST AND EAST OF TWO FIBERGLASS WITNESS POSTS.  REFERENCE MARK NO
 CP3318'IS A STANDARD DISK STAMPED--JAX 2 NO 4 1961, SET IN TOP OF A ROUND
 CP3318'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 25.76 M (84.51 FT) WEST
 CP3318'OF THE CENTER OF OLD BRANDON ROAD, 21.34 M (70.01 FT) NORTHWEST OF A
 CP3318'POWER POLE, 10.36 M (33.99 FT) SOUTH OF THE EASTBOUND LANES OF HIGHWAY
 CP3318'80, 4.88 M (16.01 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD AND 0.30
 CP3318'M (0.98 FT) EAST OF A FIBERGLASS WITNESS POST.  REFERENCE MARK NO 5 IS
 CP3318'A STANDARD NGS DISK STAMPED -JAX 3 NO 5 1984-, SET IN TOP OF A ROUND
 CP3318'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 41.97 M (137.70 FT) SOUTH
 CP3318'OF THE CENTER OF THE EASTBOUND LANES OF HIGHWAY 80, 40.84 M (133.99
 CP3318'FT) EAST SOUTHEAST OF A POWER POLE, 27.68 M (90.81 FT) WEST OF A POWER
 CP3318'POLE, 8.84 M (29.00 FT) EAST OF THE CENTER OF OLD BANDDON ROAD AND
 CP3318'0.46 M (1.51 FT) NORTH OF A FIBERGLASS WITNESS POST.  AZIMUTH MARK IS
 CP3318'A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK STAMPED--JAX AZI 1958--,
 CP3318'SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 CP3318'52.42 M (171.98 FT) SOUTHEAST OF THE CENTER OF CHILDRE ROAD, 18.90 M
 CP3318'(62.01 FT) EAST SOUTHEAST OF THE CENTER OF A GRAVEL RAOD, 13.26 M
 CP3318'(43.50 FT) SOUTHWEST OF THE CENTER OF OLD BRANDON ROAD, 8.99 M (29.49
 CP3318'FT) WEST OF A UTILITY POLE WITH A LAMP, 3.66 M (12.01 FT) SOUTHEAST OF
 CP3318'A 36 INCH OAK TREE, 1.82 M (5.97 FT) NORTHWEST OF A 30 INCH GUM TREE,
 CP3318'0.91 M (2.99 FT) NORTHEAST OF A FENCE AND 0.30 M (0.98 FT) NORTHEAST
 CP3318'OF A METAL WITNESS POST AND SIGN.  TO REACH AZIMUTH MARK FROM THE
 CP3318'STATION, GO SOUTH ON OLD BRANDON ROAD FOR 0.18 MI (0.29 KM) TO MARK ON
 CP3318'THE RIGHT.
 CP3318
 CP3318                          STATION RECOVERY (1987)
 CP3318
 CP3318'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (KN)
 CP3318'RECOVERED IN GOOD CONDITION.
 CP3318
 CP3318                          STATION RECOVERY (1991)
 CP3318
 CP3318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 CP3318'MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) WEST OF PEARL, IN THE EAST
 CP3318'ONE OF TWO TRIANGULAR PLOTS OF GROUND FORMED BY ROADS, AT THE
 CP3318'JUNCTION OF OLD BRANDON ROAD AND U.S. HIGHWAY 80, 0.8 MI (1.3 KM)
 CP3318'EAST OF THE JUNCTION OF U.S. HIGHWAYS 49 AND 80, 0.45 MI (0.72 KM)
 CP3318'WEST OF THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 468
 CP3318'LEADING SOUTH AND IS IN SECTION 13, T 5N, R 1E.  MARK IS A STANDARD
 CP3318'DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND,
 CP3318'148.5 FT (45.3 M) NORTHWEST OF A POWER POLE, 122.6 FT (37.4 M) EAST
 CP3318'NORTHEAST OF A POWER POLE, 78 FT (23.8 M) NORTH OF AN OVERHEAD POWER
 CP3318'LINE, 44.5 FT (13.6 M) EAST OF OLD BRANDON ROAD, 41.5 FT (12.6 M)
 CP3318'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 80 AND 2 FT
 CP3318'(0.6 M) EAST AND WEST OF CARSONITE WITNESS POSTS.
 CP3318
 CP3318                          STATION RECOVERY (2000)
 CP3318
 CP3318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 CP3318'RECOVERED IN GOOD CONDITION.
 CP3318
 CP3318                          STATION RECOVERY (2002)
 CP3318
 CP3318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP3318'RECOVERED IN GOOD CONDITION.
 CP3318
 CP3318                          STATION RECOVERY (2008)
 CP3318
 CP3318'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 CP3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP3319 ***********************************************************************
 CP3319  DESIGNATION -  JAX 3 RM 5
 CP3319  PID         -  CP3319
 CP3319  STATE/COUNTY-  MS/RANKIN
 CP3319  USGS QUAD   -  JACKSON (1998)
 CP3319
 CP3319                         *CURRENT SURVEY CONTROL
 CP3319  ___________________________________________________________________
 CP3319* NAD 83(1986)-  32 16 43.     (N)    090 08 41.     (W)     SCALED    
 CP3319* NAVD 88     -        82.82   (meters)     271.7    (feet)  RESET     
 CP3319  ___________________________________________________________________
 CP3319  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP3319  VERT ORDER  -  THIRD
 CP3319
 CP3319.The horizontal coordinates were scaled from a topographic map and have
 CP3319.an estimated accuracy of +/- 6 seconds.
 CP3319
 CP3319.The orthometric height was computed from unverified reset data.
 CP3319.No vertical observational check was made to the station.
 CP3319
 CP3319.The geoid height was determined by GEOID03.
 CP3319
 CP3319;                    North         East    Units  Estimated Accuracy
 CP3319;SPC MS W     -   308,060.      717,770.      MT  (+/- 180 meters Scaled)
 CP3319
 CP3319                          SUPERSEDED SURVEY CONTROL
 CP3319
 CP3319  NGVD 29 (08/12/04)   82.84   (m)          271.8    (f) RESET       3  
 CP3319
 CP3319.Superseded values are not recommended for survey control.
 CP3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP3319.See file dsdata.txt to determine how the superseded data were derived.
 CP3319
 CP3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR689748(NAD 83)
 CP3319_MARKER: DR = REFERENCE MARK DISK
 CP3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP3319_SP_SET: CONCRETE POST
 CP3319_STAMPING: JAX 3 NO 5 1984
 CP3319_MARK LOGO: NGS   
 CP3319_MAGNETIC: N = NO MAGNETIC MATERIAL
 CP3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP3319+STABILITY: SURFACE MOTION
 CP3319
 CP3319  HISTORY     - Date     Condition        Report By
 CP3319  HISTORY     - 1984     MONUMENTED       NGS
 CP3319  HISTORY     - 20020528 MARK NOT FOUND   MSHD
 CP3319
 CP3319                          STATION DESCRIPTION
 CP3319
 CP3319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CP3319'0.45 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CP3319'HIGHWAY 468 TO THE MARK ON THE LEFT, 137.7 FT (42.0 M) SOUTH OF THE
 CP3319'CENTER OF THE EAST BOUND LANES OF HIGHWAY 80, 134.0 FT (40.8 M)
 CP3319'EAST-SOUTHEAST OF A POWER POLE, 90.8 FT (27.7 M) WEST OF A POWER POLE
 CP3319'AND 29.0 FT (8.8 M) EAST OF THE CENTER OF OLD BRANDON ROAD, MARK IS
 CP3319'FLUSH WITH THE GROUND.
 CP3319
 CP3319                          STATION RECOVERY (2002)
 CP3319
 CP3319'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002
 CP3319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 CP0320 ***********************************************************************
 CP0320  DESIGNATION -  JAX RM 2
 CP0320  PID         -  CP0320
 CP0320  STATE/COUNTY-  MS/RANKIN
 CP0320  USGS QUAD   -  JACKSON (1998)
 CP0320
 CP0320                         *CURRENT SURVEY CONTROL
 CP0320  ___________________________________________________________________
 CP0320* NAD 83(1986)-  32 16 42.     (N)    090 08 41.     (W)     SCALED    
 CP0320* NAVD 88     -        83.54   (+/-2cm)     274.1    (feet)  VERTCON   
 CP0320  ___________________________________________________________________
 CP0320  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CP0320  VERT ORDER  -  FIRST     CLASS II (See Below)
 CP0320
 CP0320.The horizontal coordinates were scaled from a topographic map and have
 CP0320.an estimated accuracy of +/- 6 seconds.
 CP0320
 CP0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CP0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CP0320.The vertical order pertains to the NGVD 29 superseded value.
 CP0320
 CP0320.The geoid height was determined by GEOID03.
 CP0320
 CP0320;                    North         East    Units  Estimated Accuracy
 CP0320;SPC MS W     -   308,030.      717,770.      MT  (+/- 180 meters Scaled)
 CP0320
 CP0320                          SUPERSEDED SURVEY CONTROL
 CP0320
 CP0320  NGVD 29 (??/??/92)   83.574  (m)          274.19   (f) ADJ UNCH    1 2
 CP0320
 CP0320.Superseded values are not recommended for survey control.
 CP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CP0320.See file dsdata.txt to determine how the superseded data were derived.
 CP0320
 CP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR689748(NAD 83)
 CP0320_MARKER: DR = REFERENCE MARK DISK
 CP0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CP0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CP0320_STAMPING: JAX NO. 2 1945
 CP0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP0320+STABILITY: SURFACE MOTION
 CP0320
 CP0320  HISTORY     - Date     Condition        Report By
 CP0320  HISTORY     - 1945     MONUMENTED       CGS
 CP0320  HISTORY     - 1960     GOOD             NGS
 CP0320  HISTORY     - 1968     MARK NOT FOUND   NGS
 CP0320
 CP0320                          STATION DESCRIPTION
 CP0320
 CP0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CP0320'3.6 MI SE FROM JACKSON.
 CP0320'ABOUT 0.15 MILE EAST ALONG EAST PASAGOULA STREET FROM THE HINDS COUNTY
 CP0320'COURTHOUSE AT JACKSON, THENCE 1.15 MILES SOUTH ALONG U. S. HIGHWAY 49
 CP0320'AND 51 TO U. S. HIGHWAY 80 OVERPASS, THENCE 2.3 MILES EAST ALONG U. S.
 CP0320'HIGHWAY 80, 0.4 MILE WEST OF THE JUNCTION OF U. S. HIGHWAY 80 AND
 CP0320'STATE HIGHWAY 468, IN SECTION 13, T 5 N, R 1 E, 0.3 MILE SOUTHEAST OF
 CP0320'A WATER TOWER, AT THE WEST CORNER OF A TRIANGULAR-SHAPED ISLAND
 CP0320'DIVIDING U. S. HIGHWAY 80 AND THE OLD BRANDON ROAD, 26 1/2 FEET SOUTH
 CP0320'OF THE CENTER LINE OF THE SOUTH LANE OF U. S. HIGHWAY 80, 16 FEET
 CP0320'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 468, 114 1/2 FEET WEST
 CP0320'OF TRIANGULATION STATION JAX 1945, ABOUT 4 INCHES ABOVE THE LEVEL OF
 CP0320'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CP0320'GROUND.
 CP0320
 CP0320                          STATION RECOVERY (1968)
 CP0320
 CP0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CP0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV1708 ***********************************************************************
 BV1708  DESIGNATION -  JAY 2
 BV1708  PID         -  BV1708
 BV1708  STATE/COUNTY-  MS/JEFFERSON DAVIS
 BV1708  USGS QUAD   -  OAK VALE (1970)
 BV1708
 BV1708                         *CURRENT SURVEY CONTROL
 BV1708  ___________________________________________________________________
 BV1708* NAD 83(1993)-  31 29 51.33477(N)    089 53 29.82733(W)     NO CHECK  
 BV1708* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BV1708  ___________________________________________________________________
 BV1708  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BV1708  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BV1708  HORZ ORDER  -  THIRD
 BV1708
 BV1708.The horizontal coordinates were established by classical geodetic methods
 BV1708.and adjusted by the National Geodetic Survey in May 1994.
 BV1708.No horizontal observational check was made to the station.
 BV1708
 BV1708.The orthometric height was scaled from a topographic map.
 BV1708
 BV1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1708
 BV1708.The geoid height was determined by GEOID03.
 BV1708
 BV1708;                    North         East     Units Scale Factor Converg.
 BV1708;SPC MS W     -   221,528.489   741,963.082   MT  0.99997171   +0 13 50.8
 BV1708;SPC MS W     -   726,798.05  2,434,257.21   sFT  0.99997171   +0 13 50.8
 BV1708;UTM  16      - 3,488,372.876   225,339.026   MT  1.00053056   -1 30 42.2
 BV1708
 BV1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1708!SPC MS W     -   0.99998433  x   0.99997171  =   0.99995604
 BV1708!UTM  16      -   0.99998433  x   1.00053056  =   1.00051489
 BV1708
 BV1708|---------------------------------------------------------------------|
 BV1708| PID    Reference Object                     Distance      Geod. Az  |
 BV1708|                                                           dddmmss.s |
 BV1708| CG2115 JAY RM 2                             12.045 METERS 12613     |
 BV1708| CG2113 JAY AZ MK                                          1905350.7 |
 BV1708| BV1705 JAY                                   8.835 METERS 25755     |
 BV1708| CG2116 JAY RM 3                              9.616 METERS 35131     |
 BV1708|---------------------------------------------------------------------|
 BV1708
 BV1708                          SUPERSEDED SURVEY CONTROL
 BV1708
 BV1708  NAD 83(1986)-  31 29 51.34921(N)    089 53 29.82548(W) AD(       ) 3
 BV1708  NAD 27      -  31 29 50.73605(N)    089 53 29.53672(W) AD(       ) 3
 BV1708
 BV1708.Superseded values are not recommended for survey control.
 BV1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1708.See file dsdata.txt to determine how the superseded data were derived.
 BV1708
 BV1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2533988373(NAD 83)
 BV1708_MARKER: DS = TRIANGULATION STATION DISK
 BV1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1708+STABILITY: SURFACE MOTION
 BV1708
 BV1708  HISTORY     - Date     Condition        Report By
 BV1708  HISTORY     - 1971     MONUMENTED       NGS
 BV1708
 BV1708                          STATION DESCRIPTION
 BV1708
 BV1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BV1708'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF PRENTIS, ON THE
 BV1708'TOP OF A HIGH HILL, ON PROPERTY OWNED BY MR. MOORE. IT IS 89 FEET
 BV1708'EAST OF THE CENTERLINE OF STATE HIGHWAY 13, 16.5 FEET EAST OF A
 BV1708'POWER POLE, 4 FEET EAST OF A FENCE LINE, 61.5 FEET NORTHWEST OF
 BV1708'THE NORTHWEST CORNER OF AN OLD BARN, 18 FEET WEST OF THE PROJECTED
 BV1708'PLANE OF THE WEST WALL OF THE BARN, 100 FEET SOUTH OF THE CENTER OF
 BV1708'A TRACK ROAD WHERE IT LEAVES THE HIGHWAY, 63 FEET SOUTHWEST OF THE
 BV1708'TRACK ROAD ON THE TOP OF THE HILL, 20.5 FEET SOUTH OF A 10-INCH
 BV1708'PINE TREE IN A FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 BV1708'IT IS A TRIANGULATION STATION DISK, STAMPED JAY 2 1971,
 BV1708'PROJECTING 2 INCHES.
 BV1708'
 BV1708'REFERENCE MARK NO. 2 IS 39.52 FEET SOUTHEAST OF THE STATION, 123
 BV1708'FEET EAST OF THE CENTER OF THE HIGHWAY, 54.5 FEET SOUTHEAST OF A
 BV1708'POWER POLE, 44 FEET SOUTHWEST OF A TRACK ROAD, 30 FEET NORTH OF THE
 BV1708'NORTHWEST CORNER OF THE BARN AND 1 FOOT WEST OF A METAL WITNESS
 BV1708'POST. IT IS A REFERENCE MARK DISK, STAMPED JAY NO 2 1947,
 BV1708'PROJECTING 4 INCHES.
 BV1708'
 BV1708'REFERENCE MARK NO. 3 IS 31.54 FEET NORTH OF THE STATION, 30 FEET
 BV1708'NORTH-NORTHWEST OF A POWER POLE, 84 FEET EAST OF THE CENTER OF STATE
 BV1708'HIGHWAY 13, 69 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1 FOOT
 BV1708'WEST OF A METAL POST AND 5 FEET NORTH OF A 10-INCH PINE TREE IN
 BV1708'THE FENCE LINE. IT IS A REFERENCE MARK DISK, STAMPED JAY NO 3
 BV1708'1947, PROJECTING 4 INCHES.
 BV1708'
 BV1708'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION IN THE FRONT YARD
 BV1708'OF A WHITE HOUSE ON THE TOP OF A HILL. IT IS 93 FEET WEST OF THE
 BV1708'CENTER OF STATE HIGHWAY 13, AND ABOUT 15 FEET ABOVE THE LEVEL OF
 BV1708'THE ROAD, 21 FEET SOUTHEAST OF A 2-FOOT SYCAMORE TREE, 36 FEET
 BV1708'SOUTH OF THE CENTER OF THE DRIVEWAY 11 FEET SOUTH OF THE PROJECTED
 BV1708'PLANE OF THE SOUTH WALL OF THE HOUSE, 55 FEET SOUTHEAST OF THE
 BV1708'SOUTHEAST CORNER OF THE PORCH OF THE HOUSE, AND 61 FEET
 BV1708'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 45. IT IS AN AZIMUTH MARK
 BV1708'DISK STAMPED JAY 1947, PROJECTING 6 INCHES.
 BV1708'
 BV1708'TO REACH THE STATION FROM THE COURTHOUSE IN PRENTISS, GO SOUTH ON
 BV1708'STATE HIGHWAY 13, AND U.S. HIGHWAY 84 FOR 1.0 MILE TO THE JUNCTION
 BV1708'WITH STATE HIGHWAY 13, CONTINUE SOUTH ON STATE HIGHWAY 13 FOR 6.5
 BV1708'MILES TO THE MARK ON THE LEFT ON THE TOP OF A HILL, CONTINUE SOUTH
 BV1708'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0941 ***********************************************************************
 EG0941  DESIGNATION -  JBL 17
 EG0941  PID         -  EG0941
 EG0941  STATE/COUNTY-  MS/MARSHALL
 EG0941  USGS QUAD   -  WATERFORD (1982)
 EG0941
 EG0941                         *CURRENT SURVEY CONTROL
 EG0941  ___________________________________________________________________
 EG0941* NAD 83(1986)-  34 38 46.     (N)    089 27 27.     (W)     SCALED    
 EG0941* NAVD 88     -       124.700  (meters)     409.12   (feet)  ADJUSTED  
 EG0941  ___________________________________________________________________
 EG0941  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG0941  DYNAMIC HT  -         124.579 (meters)     408.72  (feet)  COMP
 EG0941  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 EG0941
 EG0941  VERT ORDER  -  SECOND    CLASS 0
 EG0941
 EG0941.The horizontal coordinates were scaled from a topographic map and have
 EG0941.an estimated accuracy of +/- 6 seconds.
 EG0941
 EG0941.The orthometric height was determined by differential leveling
 EG0941.and adjusted in June 1991.
 EG0941
 EG0941.The geoid height was determined by GEOID03.
 EG0941
 EG0941.The dynamic height is computed by dividing the NAVD 88
 EG0941.geopotential number by the normal gravity value computed on the
 EG0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0941.degrees latitude (g = 980.6199 gals.).
 EG0941
 EG0941.The modeled gravity was interpolated from observed gravity values.
 EG0941
 EG0941;                    North         East    Units  Estimated Accuracy
 EG0941;SPC MS E     -   570,790.      242,780.      MT  (+/- 180 meters Scaled)
 EG0941
 EG0941                          SUPERSEDED SURVEY CONTROL
 EG0941
 EG0941  NGVD 29 (??/??/92)  124.662  (m)          409.00   (f) ADJ UNCH    2 0
 EG0941
 EG0941.Superseded values are not recommended for survey control.
 EG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0941.See file dsdata.txt to determine how the superseded data were derived.
 EG0941
 EG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD747365(NAD 83)
 EG0941_MARKER: DD = SURVEY DISK
 EG0941_SETTING: 0 = UNSPECIFIED SETTING
 EG0941_STAMPING: JBL 17 (1928)
 EG0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0941
 EG0941  HISTORY     - Date     Condition        Report By
 EG0941  HISTORY     - 1928     MONUMENTED       USGS
 EG0941  HISTORY     - 1966     GOOD             MSHD
 EG0941  HISTORY     - 20030924 MARK NOT FOUND   USACE
 EG0941
 EG0941                          STATION DESCRIPTION
 EG0941
 EG0941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0941'IN WATERFORD.
 EG0941'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO WEST ON WEST
 EG0941'COLLEGE AVENUE FOR 0.1 MILE TO CRAFT STREET ON THE LEFT, TURN LEFT
 EG0941'SOUTH AND CONTINUE SOUTH FOR 0.05 MILE TO HIGHWAY 7, CONTINUE EAST ON
 EG0941'HIGHWAY 7 FOR 8.65 MILES TO A BRICK CHURCH ON THE RIGHT AND A DRIVEWAY
 EG0941'LEADING TO A WHITE HOUSE FACING THE RAILROAD TRACK ON THE LEFT JUST
 EG0941'BEFORE REACHING A SIDE ROAD LEFT LEADING TO THE TOWN OF WATERFORD
 EG0941'EAST, TURN LEFT AND FOLLOW THE DRIVEWAY FOR APPROXIMATELY 150 FEET TO
 EG0941'THE FRONT OF THE HOUSE AND THE MARK ON THE RIGHT.  IT IS 42 FEET WEST
 EG0941'OF THE WEST RAIL, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EG0941'HOUSE, 24.4 FEET NORTHWEST OF A TELEPHONE POLE, AND 2.1 FEET WEST OF A
 EG0941'METAL WITNESS POST.
 EG0941
 EG0941                          STATION RECOVERY (2003)
 EG0941
 EG0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0943 ***********************************************************************
 EG0943  DESIGNATION -  JBL 18
 EG0943  PID         -  EG0943
 EG0943  STATE/COUNTY-  MS/MARSHALL
 EG0943  USGS QUAD   -  WATERFORD (1982)
 EG0943
 EG0943                         *CURRENT SURVEY CONTROL
 EG0943  ___________________________________________________________________
 EG0943* NAD 83(1986)-  34 42 06.     (N)    089 27 08.     (W)     SCALED    
 EG0943* NAVD 88     -       173.676  (meters)     569.80   (feet)  ADJUSTED  
 EG0943  ___________________________________________________________________
 EG0943  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG0943  DYNAMIC HT  -         173.507 (meters)     569.25  (feet)  COMP
 EG0943  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 EG0943
 EG0943  VERT ORDER  -  SECOND    CLASS 0
 EG0943
 EG0943.The horizontal coordinates were scaled from a topographic map and have
 EG0943.an estimated accuracy of +/- 6 seconds.
 EG0943
 EG0943.The orthometric height was determined by differential leveling
 EG0943.and adjusted in June 1991.
 EG0943
 EG0943.The geoid height was determined by GEOID03.
 EG0943
 EG0943.The dynamic height is computed by dividing the NAVD 88
 EG0943.geopotential number by the normal gravity value computed on the
 EG0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0943.degrees latitude (g = 980.6199 gals.).
 EG0943
 EG0943.The modeled gravity was interpolated from observed gravity values.
 EG0943
 EG0943;                    North         East    Units  Estimated Accuracy
 EG0943;SPC MS E     -   576,950.      243,300.      MT  (+/- 180 meters Scaled)
 EG0943
 EG0943                          SUPERSEDED SURVEY CONTROL
 EG0943
 EG0943  NGVD 29 (??/??/92)  173.621  (m)          569.62   (f) ADJ UNCH    2 0
 EG0943
 EG0943.Superseded values are not recommended for survey control.
 EG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0943.See file dsdata.txt to determine how the superseded data were derived.
 EG0943
 EG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD753426(NAD 83)
 EG0943_MARKER: DD = SURVEY DISK
 EG0943_SETTING: 0 = UNSPECIFIED SETTING
 EG0943_STAMPING: JBL 18 (1928)
 EG0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0943
 EG0943  HISTORY     - Date     Condition        Report By
 EG0943  HISTORY     - 1928     MONUMENTED       USGS
 EG0943  HISTORY     - 1966     GOOD             MSHD
 EG0943  HISTORY     - 1977     MARK NOT FOUND   USGS
 EG0943
 EG0943                          STATION DESCRIPTION
 EG0943
 EG0943'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0943'4.0 MI N FROM WATERFORD.
 EG0943'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO WEST ON WEST
 EG0943'COLLEGE AVENUE FOR 0.1 MILE TO CRAFT STREET ON THE LEFT, TURN LEFT ON
 EG0943'CRAFT STREET FOR 0.05 MILE TO HIGHWAY 7 SOUTH, CONTINUE SOUTH ON
 EG0943'HIGHWAY 7 FOR 3.8 MILES TO A SIDE ROAD LEFT EAST, TURN LEFT AND
 EG0943'CONTINUE EAST ON AN ALL WEATHER ROAD FOR 0.9 MILE TO THE ILLINOIS
 EG0943'CENTRAL RAILROAD TRACK.  THE MARK IS LOCATED APPROXIMATELY 0.55 MILE
 EG0943'SOUTH OF THE CROSSING ON THE EAST SIDE OF THE TRACK.  IT IS 36.2 FEET
 EG0943'EAST OF THE EAST RAIL, 35.2 FEET SOUTHEAST OF POLE NO. 157, 12 FEET
 EG0943'WEST OF A FENCE, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 EG0943
 EG0943                          STATION RECOVERY (1977)
 EG0943
 EG0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EG0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0946 ***********************************************************************
 EG0946  DESIGNATION -  JBL 19
 EG0946  PID         -  EG0946
 EG0946  STATE/COUNTY-  MS/MARSHALL
 EG0946  USGS QUAD   -  WATERFORD (1982)
 EG0946
 EG0946                         *CURRENT SURVEY CONTROL
 EG0946  ___________________________________________________________________
 EG0946* NAD 83(1986)-  34 44 29.     (N)    089 26 26.     (W)     SCALED    
 EG0946* NAVD 88     -       186.182  (meters)     610.83   (feet)  ADJUSTED  
 EG0946  ___________________________________________________________________
 EG0946  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0946  DYNAMIC HT  -         186.001 (meters)     610.24  (feet)  COMP
 EG0946  MODELED GRAV-     979,655.7   (mgal)                       NAVD 88
 EG0946
 EG0946  VERT ORDER  -  SECOND    CLASS 0
 EG0946
 EG0946.The horizontal coordinates were scaled from a topographic map and have
 EG0946.an estimated accuracy of +/- 6 seconds.
 EG0946
 EG0946.The orthometric height was determined by differential leveling
 EG0946.and adjusted in June 1991.
 EG0946
 EG0946.The geoid height was determined by GEOID03.
 EG0946
 EG0946.The dynamic height is computed by dividing the NAVD 88
 EG0946.geopotential number by the normal gravity value computed on the
 EG0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0946.degrees latitude (g = 980.6199 gals.).
 EG0946
 EG0946.The modeled gravity was interpolated from observed gravity values.
 EG0946
 EG0946;                    North         East    Units  Estimated Accuracy
 EG0946;SPC MS E     -   581,350.      244,400.      MT  (+/- 180 meters Scaled)
 EG0946
 EG0946                          SUPERSEDED SURVEY CONTROL
 EG0946
 EG0946  NGVD 29 (??/??/92)  186.122  (m)          610.64   (f) ADJ UNCH    2 0
 EG0946
 EG0946.Superseded values are not recommended for survey control.
 EG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0946.See file dsdata.txt to determine how the superseded data were derived.
 EG0946
 EG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD765470(NAD 83)
 EG0946_MARKER: DD = SURVEY DISK
 EG0946_SETTING: 0 = UNSPECIFIED SETTING
 EG0946_STAMPING: JBL 19 (1928)
 EG0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0946
 EG0946  HISTORY     - Date     Condition        Report By
 EG0946  HISTORY     - 1928     MONUMENTED       USGS
 EG0946  HISTORY     - 1966     GOOD             MSHD
 EG0946  HISTORY     - 20030924 MARK NOT FOUND   USACE
 EG0946
 EG0946                          STATION DESCRIPTION
 EG0946
 EG0946'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0946'1.9 MI S FROM HOLLY SPRINGS.
 EG0946'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON
 EG0946'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN LEFT
 EG0946'EAST AND CONTINUE EAST ON HIGHWAY 78 FOR 0.05 MILE TO SOUTH CENTER
 EG0946'STREET, TURN RIGHT SOUTH AND CONTINUE SOUTH FOR 0.3 MILE TO THE LAST
 EG0946'ENTRANCE TO THE CITY CEMETERY ON THE LEFT AND THE END OF THE MACADAM
 EG0946'SURFACED STREET, CONTINUE SOUTH ON AN ALL WEATHER ROAD FOR 0.65 MILE
 EG0946'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH ON A TRACK ROAD FOR
 EG0946'APPROXIMATELY 1.65 MILES TO THE ILLINOIS CENTRAL RAILROAD TRACK.  THE
 EG0946'MARK IS LOCATED APPROXIMATELY 0.6 MILE NORTH OF THE CROSSING ON THE
 EG0946'WEST SIDE OF THE TRACK.  IT IS 79 FEET WEST-NORTHWEST OF POLE NO. 61,
 EG0946'42 FEET NORTHWEST OF A TELEPHONE POLE, 43 FEET WEST OF THE WEST RAIL,
 EG0946'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 EG0946
 EG0946                          STATION RECOVERY (2003)
 EG0946
 EG0946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG0951 ***********************************************************************
 EG0951  DESIGNATION -  JBL 20
 EG0951  PID         -  EG0951
 EG0951  STATE/COUNTY-  MS/MARSHALL
 EG0951  USGS QUAD   -  HOLLY SPRINGS (1975)
 EG0951
 EG0951                         *CURRENT SURVEY CONTROL
 EG0951  ___________________________________________________________________
 EG0951* NAD 83(1986)-  34 46 07.     (N)    089 26 54.     (W)     SCALED    
 EG0951* NAVD 88     -       184.304  (meters)     604.67   (feet)  ADJUSTED  
 EG0951  ___________________________________________________________________
 EG0951  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0951  DYNAMIC HT  -         184.124 (meters)     604.08  (feet)  COMP
 EG0951  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 EG0951
 EG0951  VERT ORDER  -  SECOND    CLASS 0
 EG0951
 EG0951.The horizontal coordinates were scaled from a topographic map and have
 EG0951.an estimated accuracy of +/- 6 seconds.
 EG0951
 EG0951.The orthometric height was determined by differential leveling
 EG0951.and adjusted in June 1991.
 EG0951
 EG0951.The geoid height was determined by GEOID03.
 EG0951
 EG0951.The dynamic height is computed by dividing the NAVD 88
 EG0951.geopotential number by the normal gravity value computed on the
 EG0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0951.degrees latitude (g = 980.6199 gals.).
 EG0951
 EG0951.The modeled gravity was interpolated from observed gravity values.
 EG0951
 EG0951;                    North         East    Units  Estimated Accuracy
 EG0951;SPC MS E     -   584,380.      243,700.      MT  (+/- 180 meters Scaled)
 EG0951
 EG0951                          SUPERSEDED SURVEY CONTROL
 EG0951
 EG0951  NGVD 29 (??/??/92)  184.241  (m)          604.46   (f) ADJ UNCH    2 0
 EG0951
 EG0951.Superseded values are not recommended for survey control.
 EG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0951.See file dsdata.txt to determine how the superseded data were derived.
 EG0951
 EG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759501(NAD 83)
 EG0951_MARKER: DD = SURVEY DISK
 EG0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0951_SP_SET: METER BOX
 EG0951_STAMPING: J.B.L. 20 (1928)
 EG0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0951
 EG0951  HISTORY     - Date     Condition        Report By
 EG0951  HISTORY     - 1928     MONUMENTED       USGS
 EG0951  HISTORY     - 1966     GOOD             MSHD
 EG0951  HISTORY     - 20080430 MARK NOT FOUND   MSDOT
 EG0951
 EG0951                          STATION DESCRIPTION
 EG0951
 EG0951'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG0951'IN HOLLY SPRINGS.
 EG0951'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN HOLLY SPRINGS GO
 EG0951'NORTH ON HIGHWAY 7 FOR 0.05 MILE TO THE POST OFFICE AND THE MARK ON
 EG0951'THE LEFT IN TOP OF THE CONCRETE METER BOX AT THE NORTHEAST CORNER OF
 EG0951'THE POST OFFICE.  IT IS 21 FEET WEST OF THE CENTER OF THE SIDEWALK AND
 EG0951'1.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POST OFFICE.
 EG0951
 EG0951                          STATION RECOVERY (2008)
 EG0951
 EG0951'RECOVERY NOTE BY MS DEPT TRANS 2008 (HDB)
 EG0951'THE MARK IS PROBABLY PRESENT AS THE METER BOX IN WHICH IT IS
 EG0951'SUPPOSEDLY SET IS PRESENT, BUT OVERGROWN BY A LARGE SHRUB WHICH
 EG0951'PREVENTED OBSERVING THE MARK ITSELF. IT WOULD HAVE TO BE PARTIALLY
 EG0951'REMOVED TO VERIFY THE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1225 ***********************************************************************
 EG1225  DESIGNATION -  JBL 23
 EG1225  PID         -  EG1225
 EG1225  STATE/COUNTY-  MS/MARSHALL
 EG1225  USGS QUAD   -  RED BANKS (1971)
 EG1225
 EG1225                         *CURRENT SURVEY CONTROL
 EG1225  ___________________________________________________________________
 EG1225* NAD 83(1986)-  34 50 30.     (N)    089 35 29.     (W)     SCALED    
 EG1225* NAVD 88     -       144.130  (meters)     472.87   (feet)  ADJUSTED  
 EG1225  ___________________________________________________________________
 EG1225  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1225  DYNAMIC HT  -         143.991 (meters)     472.41  (feet)  COMP
 EG1225  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 EG1225
 EG1225  VERT ORDER  -  SECOND    CLASS 0
 EG1225
 EG1225.The horizontal coordinates were scaled from a topographic map and have
 EG1225.an estimated accuracy of +/- 6 seconds.
 EG1225
 EG1225.The orthometric height was determined by differential leveling
 EG1225.and adjusted in June 1991.
 EG1225
 EG1225.The geoid height was determined by GEOID03.
 EG1225
 EG1225.The dynamic height is computed by dividing the NAVD 88
 EG1225.geopotential number by the normal gravity value computed on the
 EG1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1225.degrees latitude (g = 980.6199 gals.).
 EG1225
 EG1225.The modeled gravity was interpolated from observed gravity values.
 EG1225
 EG1225;                    North         East    Units  Estimated Accuracy
 EG1225;SPC MS E     -   592,570.      230,670.      MT  (+/- 180 meters Scaled)
 EG1225
 EG1225                          SUPERSEDED SURVEY CONTROL
 EG1225
 EG1225  NGVD 29 (??/??/??)  144.09   (m)          472.7    (f) RESET       3  
 EG1225
 EG1225.Superseded values are not recommended for survey control.
 EG1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1225.See file dsdata.txt to determine how the superseded data were derived.
 EG1225
 EG1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD630585(NAD 83)
 EG1225_MARKER: DD = SURVEY DISK
 EG1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG1225_STAMPING: JBL 23 (1928)
 EG1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1225+STABILITY: SURFACE MOTION
 EG1225
 EG1225  HISTORY     - Date     Condition        Report By
 EG1225  HISTORY     - 1928     MONUMENTED       USGS
 EG1225  HISTORY     - 1966     GOOD             MSHD
 EG1225  HISTORY     - 20031002 MARK NOT FOUND   USACE
 EG1225
 EG1225                          STATION DESCRIPTION
 EG1225
 EG1225'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1225'10.0 MI NW FROM HOLLY SPRINGS.
 EG1225'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON
 EG1225'HIGHWAY 7 FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK AND TRAVEL
 EG1225'HIGHWAY 78 FOR 9.0 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.35 MILE
 EG1225'ACROSS THE RAILROAD TRACK TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS
 EG1225'61.3 FEET NORTH OF THE NORTH RAIL, 23.5 FEET NORTHWEST OF A RAILROAD
 EG1225'STOP SIGN, 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 1.5 FEET
 EG1225'EAST OF A METAL WITNESS POST.
 EG1225
 EG1225                          STATION RECOVERY (2003)
 EG1225
 EG1225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1222 ***********************************************************************
 EG1222  DESIGNATION -  JBL 25
 EG1222  PID         -  EG1222
 EG1222  STATE/COUNTY-  MS/MARSHALL
 EG1222  USGS QUAD   -  BYHALIA (1971)
 EG1222
 EG1222                         *CURRENT SURVEY CONTROL
 EG1222  ___________________________________________________________________
 EG1222* NAD 83(1986)-  34 52 15.     (N)    089 41 16.     (W)     SCALED    
 EG1222* NAVD 88     -       112.622  (meters)     369.49   (feet)  ADJUSTED  
 EG1222  ___________________________________________________________________
 EG1222  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EG1222  DYNAMIC HT  -         112.514 (meters)     369.14  (feet)  COMP
 EG1222  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EG1222
 EG1222  VERT ORDER  -  SECOND    CLASS 0
 EG1222
 EG1222.The horizontal coordinates were scaled from a topographic map and have
 EG1222.an estimated accuracy of +/- 6 seconds.
 EG1222
 EG1222.The orthometric height was determined by differential leveling
 EG1222.and adjusted in June 1991.
 EG1222.WARNING-Repeat measurements at this control monument indicate possible
 EG1222.vertical movement.
 EG1222
 EG1222.The geoid height was determined by GEOID03.
 EG1222
 EG1222.The dynamic height is computed by dividing the NAVD 88
 EG1222.geopotential number by the normal gravity value computed on the
 EG1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1222.degrees latitude (g = 980.6199 gals.).
 EG1222
 EG1222.The modeled gravity was interpolated from observed gravity values.
 EG1222
 EG1222;                    North         East    Units  Estimated Accuracy
 EG1222;SPC MS E     -   595,880.      221,880.      MT  (+/- 180 meters Scaled)
 EG1222
 EG1222                          SUPERSEDED SURVEY CONTROL
 EG1222
 EG1222  NGVD 29 (??/??/??)  112.58   (m)          369.4    (f) RESET       3  
 EG1222
 EG1222.Superseded values are not recommended for survey control.
 EG1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1222.See file dsdata.txt to determine how the superseded data were derived.
 EG1222
 EG1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD543620(NAD 83)
 EG1222_MARKER: DB = BENCH MARK DISK
 EG1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG1222_SP_SET: CONCRETE BASE
 EG1222_STAMPING: JBL 25 (1928)
 EG1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG1222
 EG1222  HISTORY     - Date     Condition        Report By
 EG1222  HISTORY     - 1928     MONUMENTED       USGS
 EG1222  HISTORY     - 1966     GOOD             MSHD
 EG1222
 EG1222                          STATION DESCRIPTION
 EG1222
 EG1222'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EG1222'IN BYHALIA.
 EG1222'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON
 EG1222'HIGHWAY 7 FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK AND TRAVEL
 EG1222'HIGHWAY 78 FOR 15.0 MILES TO A SIDE STREET LEFT IN BYHALIA, TURN LEFT
 EG1222'AND GO 0.05 MILE TO THE WATER TANK AND THE MARK ON THE LEFT.  IT IS 24
 EG1222'FEET EAST OF THE CENTER OF A BLACKTOP STREET IN THE WEST CORNER OF THE
 EG1222'CONCRETE BASE OF THE SOUTHWEST LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DE6521 ***********************************************************************
 DE6521  DESIGNATION -  JCJC
 DE6521  PID         -  DE6521
 DE6521  STATE/COUNTY-  MS/JONES
 DE6521  USGS QUAD   -  ELLISVILLE (1982)
 DE6521
 DE6521                         *CURRENT SURVEY CONTROL
 DE6521  ___________________________________________________________________
 DE6521* NAD 83(2007)-  31 35 29.49670(N)    089 11 53.45113(W)     ADJUSTED  
 DE6521* NAVD 88     -              **(meters)            **(feet)            
 DE6521  ___________________________________________________________________
 DE6521  EPOCH DATE  -        2002.00
 DE6521  X           -      76,098.457 (meters)                     COMP
 DE6521  Y           -  -5,437,430.456 (meters)                     COMP
 DE6521  Z           -   3,321,960.493 (meters)                     COMP
 DE6521  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DE6521  ELLIP HEIGHT-          47.310 (meters)          (02/10/07) ADJUSTED
 DE6521  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DE6521
 DE6521  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6521  Type    PID    Designation                      North   East  Ellip
 DE6521  -------------------------------------------------------------------
 DE6521  NETWORK DE6521 JCJC                              0.65   0.59   1.98
 DE6521  -------------------------------------------------------------------
 DE6521
 DE6521.The horizontal coordinates were established by GPS observations
 DE6521.and adjusted by the National Geodetic Survey in February 2007.
 DE6521
 DE6521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6521.The horizontal coordinates are valid at the epoch date displayed above.
 DE6521.The epoch date for horizontal control is a decimal equivalence
 DE6521.of Year/Month/Day.
 DE6521
 DE6521
 DE6521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6521
 DE6521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6521
 DE6521.The ellipsoidal height was determined by GPS observations
 DE6521.and is referenced to NAD 83.
 DE6521
 DE6521.The geoid height was determined by GEOID03.
 DE6521
 DE6521;                    North         East     Units Scale Factor Converg.
 DE6521;SPC MS E     -   231,916.492   265,374.071   MT  0.99996478   -0 11 28.1
 DE6521;SPC MS E     -   760,879.36    870,648.10   sFT  0.99996478   -0 11 28.1
 DE6521;UTM  16      - 3,497,257.539   291,431.606   MT  1.00013655   -1 09 07.0
 DE6521
 DE6521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6521!SPC MS E     -   0.99999257  x   0.99996478  =   0.99995735
 DE6521!UTM  16      -   0.99999257  x   1.00013655  =   1.00012912
 DE6521
 DE6521|---------------------------------------------------------------------|
 DE6521| PID    Reference Object                     Distance      Geod. Az  |
 DE6521|                                                           dddmmss.s |
 DE6521| DE6523 WHITEHEAD                           140.747 METERS 22045     |
 DE6521| DE6522 BOBCAT                              242.382 METERS 30100     |
 DE6521|---------------------------------------------------------------------|
 DE6521
 DE6521                          SUPERSEDED SURVEY CONTROL
 DE6521
 DE6521  NAD 83(1993)-  31 35 29.49660(N)    089 11 53.45134(W) AD(       ) A
 DE6521  ELLIP H (08/20/02)   47.320  (m)                       GP(       ) 3 1
 DE6521
 DE6521.Superseded values are not recommended for survey control.
 DE6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6521.See file dsdata.txt to determine how the superseded data were derived.
 DE6521
 DE6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV9143297258(NAD 83)
 DE6521_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6521_STAMPING: JCJC 2002
 DE6521_MARK LOGO: NGS   
 DE6521_PROJECTION: FLUSH
 DE6521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6521+STABILITY: SURFACE MOTION
 DE6521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6521+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 DE6521
 DE6521  HISTORY     - Date     Condition        Report By
 DE6521  HISTORY     - 20020418 MONUMENTED       NGS
 DE6521
 DE6521                          STATION DESCRIPTION
 DE6521
 DE6521'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6521'STATION JCJC IS LOCATED ON THE CAMPUS OF JONES COUNTY JUNIOR COLLEGE
 DE6521'IN
 DE6521'ELLISVILLE, MISSISSIPPI, NEAR THE NORTHEAST CORNER OF A LARGE OPEN
 DE6521'FIELD SOUTH OF A
 DE6521'GROUP OF MENS DORMITORIES AND EAST OF A SMALL LAKE.
 DE6521'TO REACH THE STATION FROM THE INTERSECTION OF US 11 AND STATE ROUTE 29
 DE6521'ON THE
 DE6521'NORTHWEST SIDE OF ELLISVILLE, DRIVE EAST ON RTE 29, HOLLY ST., ACROSS
 DE6521'A SINGLE RAILROAD
 DE6521'TRACK, FOR 0.3 MILES TO A 4-WAY STOP.  TURN RIGHT AND CONTINUE TO
 DE6521'FOLLOW RTE 29 SOUTH IN A
 DE6521'SOUTHWARD DIRECTION, ALSO CALLED CHURCH ST., FOR 0.5 MILES.  AT THAT
 DE6521'POINT RTE 29 CURVES
 DE6521'LEFT AT A Y INTERSECTION.  CONTINUE STRAIGHT AHEAD ON THE RIGHT BRANCH
 DE6521'OF THE Y,  ALONG
 DE6521'THE EAST SIDE OF THE JCJC CAMPUS AND PASSING A LARGE CEMETARY ON THE
 DE6521'LEFT, PAST
 DE6521'DORMITORY BUILDINGS FOR 0.4 MILES (ON AUGUSTA DR.) TO DAWN CIRCLE ON
 DE6521'THE LEFT AND THE
 DE6521'STATION ON THE RIGHT, JUST A LITTLE PAST (SOUTH OF) THE CENTERLINE OF
 DE6521'DAWN CIRCLE.
 DE6521' 
 DE6521'STATION JCJC IS AN NGS BRASS DISK SET IN A ROUND CONCRETE MONUMENT
 DE6521'FLUSH WITH THE
 DE6521'SURFACE.  IT IS 121 FT WEST OF THE WEST EDGE OF PAVEMENT OF AUGUSTA
 DE6521'DR., 113 FT SW OF A
 DE6521'POWER POLE WITH 2 GUYS WHERE POWER AND PHONE LINES CHANGE DIRECTION 90
 DE6521'DEGREES AND
 DE6521'WITH A TELEPHONE PEDESTAL AT ITS BASE, 114 FT WSW OF A FIRE HYDRANT
 DE6521'OFF THE WEST SIDE OF
 DE6521'THE ROAD, AND 94 FT SOUTH OF THE PROJECTED CENTERLINE OF DAWN CIRCLE
 DE6521'INTO THE FIELD.
 DE6521'
 DE6521'
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2400 ***********************************************************************
 BW2400  DESIGNATION -  JEAN
 BW2400  PID         -  BW2400
 BW2400  STATE/COUNTY-  MS/ADAMS
 BW2400  USGS QUAD   -  CRANFIELD (1988)
 BW2400
 BW2400                         *CURRENT SURVEY CONTROL
 BW2400  ___________________________________________________________________
 BW2400* NAD 83(1993)-  31 30 54.66728(N)    091 13 23.56549(W)     ADJUSTED  
 BW2400* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BW2400  ___________________________________________________________________
 BW2400  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BW2400  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BW2400  HORZ ORDER  -  THIRD
 BW2400
 BW2400.The horizontal coordinates were established by classical geodetic methods
 BW2400.and adjusted by the National Geodetic Survey in May 1994.
 BW2400
 BW2400.The orthometric height was scaled from a topographic map.
 BW2400
 BW2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2400
 BW2400.The geoid height was determined by GEOID03.
 BW2400
 BW2400;                    North         East     Units Scale Factor Converg.
 BW2400;SPC MS W     -   223,737.616   615,475.740   MT  1.00003808   -0 27 54.7
 BW2400;SPC MS W     -   734,045.83  2,019,273.32   sFT  1.00003808   -0 27 54.7
 BW2400;UTM  15      - 3,488,067.425   668,716.487   MT  0.99995109   +0 55 44.4
 BW2400
 BW2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2400!SPC MS W     -   0.99998545  x   1.00003808  =   1.00002353
 BW2400!UTM  15      -   0.99998545  x   0.99995109  =   0.99993654
 BW2400
 BW2400:                Primary Azimuth Mark                     Grid Az
 BW2400:SPC MS W     -  JEAN AZ MK                               083 40 41.5
 BW2400:UTM  15      -  JEAN AZ MK                               082 17 02.4
 BW2400
 BW2400|---------------------------------------------------------------------|
 BW2400| PID    Reference Object                     Distance      Geod. Az  |
 BW2400|                                                           dddmmss.s |
 BW2400| CY4765 JEAN AZ MK                                         0831246.8 |
 BW2400| CY4766 JEAN RM 1                            35.990 METERS 22120     |
 BW2400| CY4767 JEAN RM 2                            22.083 METERS 30355     |
 BW2400|---------------------------------------------------------------------|
 BW2400
 BW2400                          SUPERSEDED SURVEY CONTROL
 BW2400
 BW2400  NAD 83(1986)-  31 30 54.68194(N)    091 13 23.56090(W) AD(       ) 3
 BW2400  NAD 27      -  31 30 54.07900(N)    091 13 23.17400(W) AD(       ) 3
 BW2400
 BW2400.Superseded values are not recommended for survey control.
 BW2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2400.See file dsdata.txt to determine how the superseded data were derived.
 BW2400
 BW2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXQ6871688067(NAD 83)
 BW2400_MARKER: DS = TRIANGULATION STATION DISK
 BW2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2400
 BW2400  HISTORY     - Date     Condition        Report By
 BW2400  HISTORY     - 1949     MONUMENTED       CGS
 BW2400  HISTORY     - 1956     GOOD             CGS
 BW2400  HISTORY     - 1969     GOOD             MSHD
 BW2400  HISTORY     - 20000221 GOOD             LOCSUR
 BW2400
 BW2400                          STATION DESCRIPTION
 BW2400
 BW2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2400'THE STATION IS LOCATED ON THE PROPERTY OF A SMALL CATHOLIC
 BW2400'CHURCH SITUATED ALONG THE NORTHWEST SIDE OF A GRAVELED ROAD
 BW2400'LEADING FROM U.S. HIGHWAY 84 FROM THE SMALL SETTLEMENT OF
 BW2400'CRANFIELD, ABOUT 10.6 MILES EAST-SOUTHEAST OF NATCHEZ, 2.2
 BW2400'MILES SOUTH-SOUTHWEST OF U.S. HIGHWAY 84, 38.5 FEET NORTHEAST
 BW2400'OF THE NORTHEAST CORNER OF THE CHURCH, 32.5 FEET NORTHWEST
 BW2400'OF A WIRE FENCE, AND 15.5 FEET SOUTHWEST OF A WIRE FENCE.
 BW2400'
 BW2400'TO REACH THE STATION FROM THE RAILROAD STATION IN ROXIE, GO
 BW2400'WEST ON U.S. HIGHWAY 84 FOR 10.5 MILES TO THE SMALL SETTLEMENT
 BW2400'OF CRANFIELD AND A GRAVELED ROAD LEADING SOUTH, TURN LEFT,
 BW2400'SOUTH, AND GO ON THE MAIN GRAVELED ROAD, PASSING TO THE LEFT
 BW2400'OF THE BALLS GROCERY STORE, FOR 2.6 MILES TO THE CHURCH ON
 BW2400'THE RIGHT AND THE STATION AS DESCRIBED.
 BW2400'
 BW2400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 BW2400'MAIN GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT,
 BW2400'TURN RIGHT, EAST AND GO ON A DIRT ROAD FOR 0.05 MILE TO THE
 BW2400'MARK ON THE RIGHT AS DESCRIBED.
 BW2400'
 BW2400'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 BW2400'IS STAMPED JEAN 1949.
 BW2400'
 BW2400'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF THE SOUTHEAST CORNER
 BW2400'OF THE CHURCH, 48 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE
 BW2400'OF A GRAVELED ROAD, AND 2 FEET NORTHEAST OF A WIRE FENCE.
 BW2400'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED JEAN
 BW2400'NO 1 1949.
 BW2400'
 BW2400'REFERENCE MARK NO. 2 IS 33.5 FEET NORTHWEST OF THE NORTHWEST
 BW2400'CORNER OF THE CHURCH, AND 1 FOOT SOUTHEAST OF A WIRE FENCE.
 BW2400'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED JEAN NO 2
 BW2400'1949.
 BW2400'
 BW2400'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE FROM THE STATION,
 BW2400'14 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF A DIRT
 BW2400'ROAD, 4 FEET NORTH OF A WITNESS POST, AND 6 INCHES SOUTHWEST
 BW2400'OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK
 BW2400'IS STAMPED JEAN 1949.
 BW2400'
 BW2400'A 90 FOOT TOWER AT JEAN WILL SEE A 77 FOOT TOWER AT
 BW2400'TRIANGULATION STATIONS RATCLIFF AND DALE.
 BW2400'
 BW2400'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2400
 BW2400                          STATION RECOVERY (1956)
 BW2400
 BW2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2400'THE STATION WAS VISITED 5-25-56 AND ALL MARKS WERE FOUND
 BW2400'IN GOOD CONDITION.  THE 1949 DESCRIPTION BY M.J.T. IS ADEQUATE.
 BW2400
 BW2400                          STATION RECOVERY (1969)
 BW2400
 BW2400'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2400'THE STATION WAS VISITED 8-26-69 AND THE STATION MARK, REFERENCE
 BW2400'MARK, NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BW2400'CONDITION.
 BW2400'
 BW2400'THE STATION IS LOCATED 9.5 MILES WEST OF ROXIE IN THE EASTERN
 BW2400'SECTION OF THE GROUNDS OF A SMALL CATHOLIC CHURCH, 10.6 MILES
 BW2400'EAST SOUTHEAST OF NATCHEZ AND 2.2 MILES SOUTHWEST OF THE
 BW2400'SETTLEMENT OF CRANFIELD.  IT IS 85 FEET NORTHWEST OF THE
 BW2400'CENTER OF A BLACKTOP ROAD, 37.5 FEET NORTHEAST OF THE EAST
 BW2400'CORNER OF THE PORCH OF A SMALL CHURCH, 34 FEET WEST OF A
 BW2400'T-FENCE CORNER, 67 FEET NORTHEAST OF THE NORTH ONE OF FOUR
 BW2400'LARGE OAKS, AND 15 FEET NORTHWEST OF A 9 INCH CHINABERRY.
 BW2400'(NOTE) A SMALL AMOUNT OF CLEARING WILL BE REQUIRED FOR THE
 BW2400'AZIMUTH TO BE VISIBLE FROM THE STATION.
 BW2400'
 BW2400'IT IS A C AND GS TRIANGULATION DISK, STAMPED JEAN 1949 FLUSH
 BW2400'WITH THE GROUND.
 BW2400'
 BW2400'REFERENCE MARK NO. 1 IS 118.08 FEET SOUTHWEST OF THE STATION.
 BW2400'IT IS 64 FEET SOUTHWEST OF THE SOUTH CORNER OF THE PORCH OF
 BW2400'A SMALL CHURCH, 18 FEET NORTHWEST OF A FENCE CORNER 8.5 FEET
 BW2400'NORTHWEST OF A 9 INCH GUM, 36 FEET SOUTHWEST OF THE SOUTH
 BW2400'ONE OF FOUR LARGE OAKS AND 1 FOOT NORTHEAST OF A METAL WITNESS
 BW2400'POST AND A FENCE.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2400'STAMPED JEAN NO 1 1949 FLUSH WITH THE GROUND.
 BW2400'
 BW2400'REFERENCE MARK NO. 2 IS 72.45 FEET NORTHWEST OF THE STATION.
 BW2400'IT IS 157 FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD,
 BW2400'28.5 FEET NORTH OF THE NORTH CORNER OF A SMALL CHURCH, 22.5
 BW2400'FEET SOUTHWEST OF A FENCE CORNER, 24.5 FEET NORTHEAST OF THE
 BW2400'EXTENDED NORTHEAST WALL OF THE CHURCH AND 1 FOOT SOUTHEAST
 BW2400'OF A METAL WITNESS POST AND A FENCE.  IT IS A C AND GS REFERENCE
 BW2400'MARK DISK, STAMPED JEAN NO 2 1949 PROJECTING 8 INCHES.
 BW2400'
 BW2400'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 240
 BW2400'FEET SOUTH SOUTHEAST OF THE CENTER OF A BLACKTOP ROAD, 13
 BW2400'FEET WEST SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 172.5
 BW2400'FEET NORTHEAST OF A POWER LINE POLE WITH A TRANSFORMER AND
 BW2400'GUY WIRES, 194 FEET SOUTH SOUTHEAST OF A 16 INCH GUM ACTING
 BW2400'AS A FENCE CORNER AND 1 FOOT WEST SOUTHWEST OF A METAL WITNESS
 BW2400'POST AND A FENCE.  IT IS A C AND GS AZIMUTH MARK DISK, STAMPED
 BW2400'JEAN 1949 PROJECTING 8 INCHES.
 BW2400'
 BW2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 98,
 BW2400'84 AND 61 IN WASHINGTON, GO SOUTHEAST ON U.S. HIGHWAYS 98
 BW2400'AND 84 FOR 6.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (SOUTH)
 BW2400'AND CONTINUE ON A BLACKTOP ROAD FOR 2.35 MILES TO A SIDE
 BW2400'ROAD LEFT.  *CONTINUE WEST ON A BLACKTOP ROAD FOR 0.2 MILE
 BW2400'TO A SMALL FRAME CHURCH AND THE STATION ON THE RIGHT.
 BW2400'*TO REACH THE AZIMUTH TURN LEFT (SOUTH) AND CONTINUE ON A
 BW2400'GRAVELED ROAD FOR 240 FEET TO THE MARK ON THE RIGHT.
 BW2400'
 BW2400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 BW2400'WEST OF ROXIE
 BW2400
 BW2400                          STATION RECOVERY (2000)
 BW2400
 BW2400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BW2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2363 ***********************************************************************
 BW2363  DESIGNATION -  JEFF
 BW2363  PID         -  BW2363
 BW2363  STATE/COUNTY-  MS/JEFFERSON
 BW2363  USGS QUAD   -  UNION CHURCH (1988)
 BW2363
 BW2363                         *CURRENT SURVEY CONTROL
 BW2363  ___________________________________________________________________
 BW2363* NAD 83(1993)-  31 40 47.96373(N)    090 49 49.72407(W)     ADJUSTED  
 BW2363* NAVD 88     -       154.36   (+/-2cm)     506.4    (feet)  VERTCON   
 BW2363  ___________________________________________________________________
 BW2363  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BW2363  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BW2363  HORZ ORDER  -  FIRST
 BW2363  VERT ORDER  -  THIRD ? (See Below)
 BW2363
 BW2363.The horizontal coordinates were established by classical geodetic methods
 BW2363.and adjusted by the National Geodetic Survey in May 1994.
 BW2363
 BW2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2363.The vertical order pertains to the NGVD 29 superseded value.
 BW2363
 BW2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2363
 BW2363.The geoid height was determined by GEOID03.
 BW2363
 BW2363;                    North         East     Units Scale Factor Converg.
 BW2363;SPC MS W     -   241,774.473   652,862.816   MT  0.99997739   -0 15 39.9
 BW2363;SPC MS W     -   793,221.75  2,141,934.09   sFT  0.99997739   -0 15 39.9
 BW2363;UTM  15      - 3,507,011.291   705,653.602   MT  1.00012165   +1 08 23.2
 BW2363
 BW2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2363!SPC MS W     -   0.99997984  x   0.99997739  =   0.99995723
 BW2363!UTM  15      -   0.99997984  x   1.00012165  =   1.00010149
 BW2363
 BW2363:                Primary Azimuth Mark                     Grid Az
 BW2363:SPC MS W     -  CASEY                                    093 59 54.1
 BW2363:UTM  15      -  CASEY                                    092 35 51.0
 BW2363
 BW2363|---------------------------------------------------------------------|
 BW2363| PID    Reference Object                     Distance      Geod. Az  |
 BW2363|                                                           dddmmss.s |
 BW2363| BW2359 CASEY                               APPROX.13.5 KM 0934414.2 |
 BW2363| CY4769 JEFF RM 1                            41.514 METERS 11333     |
 BW2363| CY4771 JEFF RM 3                            25.344 METERS 25948     |
 BW2363| CY4768 JEFF AZ MK                                         3201130.5 |
 BW2363| CY4770 JEFF RM 2                            28.170 METERS 35903     |
 BW2363|---------------------------------------------------------------------|
 BW2363
 BW2363                          SUPERSEDED SURVEY CONTROL
 BW2363
 BW2363  NAD 83(1993)-  31 40 47.97878(N)    090 49 49.72013(W) AD(       ) 1
 BW2363  NAD 83(1986)-  31 40 47.97878(N)    090 49 49.72013(W) AD(       ) 1
 BW2363  NAD 27      -  31 40 47.38200(N)    090 49 49.35600(W) AD(       ) 1
 BW2363  NGVD 29 (07/19/86)  154.36   (m)          506.4    (f) LEVELING    3  
 BW2363
 BW2363.Superseded values are not recommended for survey control.
 BW2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2363.See file dsdata.txt to determine how the superseded data were derived.
 BW2363
 BW2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYR0565407011(NAD 83)
 BW2363_MARKER: DS = TRIANGULATION STATION DISK
 BW2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2363
 BW2363  HISTORY     - Date     Condition        Report By
 BW2363  HISTORY     - 1947     MONUMENTED       CGS
 BW2363  HISTORY     - 1948     GOOD             CGS
 BW2363  HISTORY     - 1956     GOOD             CGS
 BW2363  HISTORY     - 1959     GOOD             USGS
 BW2363  HISTORY     - 1970     GOOD             NGS
 BW2363
 BW2363                          STATION DESCRIPTION
 BW2363
 BW2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAE)
 BW2363'THE STATION IS LOCATED 2.7 MILES WEST OF UNION CHURCH, 208
 BW2363'FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 AND A
 BW2363'GRAVELED ROAD TO THE SOUTH, 92 FEET NORTH OF THE NORTHEAST
 BW2363'CORNER OF A FARM TENANT HOUSE, 60 FEET WEST OF THE APPROXIMATE
 BW2363'CENTERLINE OF A GRAVELED ROAD, AND 11 FEET EAST OF A WITNESS
 BW2363'POST AND A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 BW2363'IS STAMPED JEFF 1947.
 BW2363'
 BW2363'REFERENCE MARK NO. 1 IS 136.20 FEET EAST-SOUTHEAST OF THE
 BW2363'STATION, 19 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 BW2363'GRAVELED ROAD, AND 11 FEET NORTH OF A LONE 2-FOOT PINE TREE.
 BW2363'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED JEFF
 BW2363'NO 1 1947.
 BW2363'
 BW2363'REFERENCE MARK NO. 2 IS 92.29 FEET NORTH OF THE STATION,
 BW2363'105 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 BW2363'20 AND A GRAVELED ROAD TO THE SOUTH, 24 FEET WEST OF THE
 BW2363'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 9 FEET SOUTHEAST
 BW2363'OF A POWER LINE POLE.  THE MARK PROJECTS 5 INCHES AND THE
 BW2363'DISK IS STAMPED JEFF NO 2 1947.
 BW2363'
 BW2363'THE AZIMUTH MARK IS 0.25 MILE NORTHWEST OF THE STATION, 36
 BW2363'FEET NORTHWEST OF A LONE 15-INCH PINE TREE, 29 FEET EAST
 BW2363'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 20, AND 3
 BW2363'FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 BW2363'AND THE DISK IS STAMPED JEFF AZIMUTH 1947.  THE DISK IS A
 BW2363'STANDARD REFERENCE MARK DISK.
 BW2363'
 BW2363'TO REACH THE STATION FROM THE UNION CHURCH POST OFFICE, GO
 BW2363'WEST ON STATE HIGHWAY 20 FOR 2.7 MILES TO A SIDE ROAD ON
 BW2363'THE LEFT AND THE STATION.
 BW2363'
 BW2363'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 BW2363'ON STATE HIGHWAY 20 FOR 0.25 MILE AND THE AZIMUTH MARK ON
 BW2363'THE RIGHT.
 BW2363'
 BW2363'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 BW2363
 BW2363                          STATION RECOVERY (1948)
 BW2363
 BW2363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 BW2363'THE STATION WAS FOUND AS DESCRIBED BY C.A. EGNER IN 1947.
 BW2363'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 BW2363'TO REACH THE STATION IS NO LONGER ADEQUATE DUE TO CHANGES
 BW2363'OF THE ROAD IN THE NEAR VICINITY.  THE AZIMUTH MARK IS 0.1
 BW2363'MILE SHORT OF THE MILEAGE GIVEN IN 1947.  A COMPLETE NEW
 BW2363'DESCRIPTION FOLLOWS.
 BW2363'
 BW2363'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 BW2363'BRONZE DISKS SET IN CONCRETE.
 BW2363'
 BW2363'THE STATION IS LOCATED 2.7 MILES WEST OF UNION CHURCH, 208
 BW2363'FEET SOUTH OF THE INTERSECTION OF OLD STATE HIGHWAY 20 AND
 BW2363'A GRAVELED ROAD TO THE SOUTH, 92 FEET NORTH OF THE NORTHEAST
 BW2363'OF A FARM TENANT HOUSE, 60 FEET WEST OF THE APPROXIMATE
 BW2363'CENTERLINE OF A GRAVEL ROAD, AND 11 FEET EAST OF A WITNESS
 BW2363'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BW2363'JEFF 1947.
 BW2363'
 BW2363'REFERENCE MARK NO 1 IS 136.20 FEET EAST-SOUTHEAST OF THE
 BW2363'STATION, 19 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 BW2363'GRAVELED ROAD, AND 11 FEET NORTH OF A LONE 2-FOOT PINE TREE.
 BW2363'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED JEFF
 BW2363'NO 1 1947.
 BW2363'
 BW2363'REFERENCE MARK NO. 2 IS 92.29 FEET NORTH OF THE STATION,
 BW2363'105 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF THE OLD
 BW2363'STATE HIGHWAY 20 AND A GRAVELED ROAD TO THE SOUTH, 24 FEET
 BW2363'WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, AND
 BW2363'9 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK PROJECTS
 BW2363'5 INCHES, AND THE DISK IS STAMPED JEFF NO 2 1947.
 BW2363'
 BW2363'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION, 36
 BW2363'FEET NORTHWEST OF A LONE 15-INCH PINE TREE, 29 FEET EAST
 BW2363'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 BW2363'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES,
 BW2363'AND THE DISK IS STAMPED JEFF AZIMUTH 1947.  THE DISK IS A
 BW2363'STANDARD REFERENCE MARK DISK.
 BW2363'
 BW2363'TO REACH THE STATION FROM THE UNION CHURCH POST OFFICE, GO
 BW2363'WEST ON STATE HIGHWAY 20 FOR 1.6 MILES TO A SIDE ROAD ON
 BW2363'THE LEFT.  (OLD STATE HIGHWAY 20.) TURN LEFT AND FOLLOW
 BW2363'THE OLD HIGHWAY FOR 1.1 MILES TO A SIDE ROAD ON THE LEFT
 BW2363'AND THE STATION AS DESCRIBED.
 BW2363'
 BW2363'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 BW2363'ON OLD STATE HIGHWAY 20 FOR 0.15 MILE TO THE AZIMUTH MARK
 BW2363'ON THE RIGHT.
 BW2363'
 BW2363'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS
 BW2363
 BW2363                          STATION RECOVERY (1956)
 BW2363
 BW2363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BW2363'THE STATION WAS VISITED 5-15-56 AND ALL MARKS WERE FOUND IN
 BW2363'GOOD CONDITION.  THE TENANT HOUSE MENTIONED IN THE 1947
 BW2363'AND 1948 DESCRIPTIONS HAS BEEN TORN DOWN AND ONLY THE BRICK
 BW2363'CHIMNEY IS STANDING.  A NEW DESCRIPTION FOLLOWS--
 BW2363'
 BW2363'THE STATION IS LOCATED 2.7 MILES WEST OF UNION CHURCH, 208
 BW2363'FEET SOUTHWEST OF A T-INTERSECTION OF GRAVELED ROADS, 60
 BW2363'FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 18
 BW2363'FEET NORTH-NORTHEAST OF A FENCE, 89 FEET NORTH-NORTHWEST
 BW2363'OF AN OLD BRICK CHIMNEY, AND 46 FEET WEST-SOUTHWEST OF THE
 BW2363'WEST END OF AN OLD CONCRETE FOUNDATION.  IT IS A STANDARD
 BW2363'DISK STAMPED JEFF 1947, PROJECTING 5 INCHES.
 BW2363'
 BW2363'REFERENCE MARK NO. 1 IS 136.20 FEET EAST-SOUTHEAST OF THE
 BW2363'STATION, 20 FEET EAST-NORTH EAST OF THE CENTER OF THE GRAVELED
 BW2363'ROAD, AND 47 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM
 BW2363'A 2-FOOT LIVE OAK TREE.  IT IS A STANDARD DISK, STAMPED
 BW2363'JEFF NO 1 1947, PROJECTING 4 INCHES.
 BW2363'
 BW2363'REFERENCE MARK NO. 2 IS 92.29 FEET NORTH OF THE STATION,
 BW2363'10 FEET SOUTHEAST OF A POWER POLE, 105 FEET SOUTHWEST OF
 BW2363'THE T-INTERSECTION OF THE GRAVELED ROADS, 24 FEET SOUTH-SOUTHWEST
 BW2363'OF THE CENTER OF THE GRAVELED ROAD, 33 FEET NORTHEAST OF
 BW2363'A GATE AND 32 FEET EAST OF THE CENTER OF A PRIVATE ROAD.
 BW2363'IT IS A STANDARD DISK, STAMPED JEFF NO 2 1947, PROJECTING
 BW2363'5 INCHES.
 BW2363'
 BW2363'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION, 29
 BW2363'FEET EAST OF THE CENTER OF A GRAVELED ROAD AND ON THE TOP
 BW2363'OF AN 8 FOOT CUT BANK.  IT IS A STANDARD DISK, STAMPED JEFF
 BW2363'AZIMUTH 1947, PROJECTING 2 INCHES.
 BW2363'
 BW2363'TO REACH THE STATION FROM THE POST OFFICE IN UNION CHURCH,
 BW2363'GO WEST ON STATE HIGHWAY 20 FOR 1.5 MILES TO A SIDE ROAD LEFT,
 BW2363'TURN LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A T-INTERSECTION,
 BW2363'TURN LEFT FOR ABOUT 75 YARDS TO THE STATION ON THE RIGHT.
 BW2363'
 BW2363'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST
 BW2363'ON GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BW2363
 BW2363                          STATION RECOVERY (1959)
 BW2363
 BW2363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2363'STATION RECOVERED IN GOOD CONDITION.
 BW2363'
 BW2363'TO REACH GO 0.2 MILES S AND 2.5 MILES W OF UNION CHURCH,
 BW2363'T8N, R4E, IN N CENTRAL PART OF SECTION 8.  0.3 MILES NW OF
 BW2363'CEMETERY AT GRAVELED ROAD FORK.  180 FEET SE ALONG ROAD
 BW2363'FROM JUNCTION AND 61 FEET SW AND NORMAL TO ROAD.  18 FEET
 BW2363'E OF WIRE FENCE IN A CONCRETE POST A STANDARD TABLET STAMPED
 BW2363'JEFF 1947.
 BW2363
 BW2363                          STATION RECOVERY (1970)
 BW2363
 BW2363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BW2363'THE STATION WAS VISITED 7-16-70 AND THE AZIMUTH MARK, STATION
 BW2363'MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.
 BW2363'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 BW2363'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A DIFFERENCE
 BW2363'OF .14 FOOT WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK
 BW2363'NO. 2.  A NEW DESCRIPTION FOLLOWS--
 BW2363'
 BW2363'THE STATION IS LOCATED 13.8 MILES SOUTHEAST OF FAYETTE, 2.5
 BW2363'MILES WEST OF UNION CHURCH, IN THE NORTHWEST 1/4 OF SEC.
 BW2363'8, T 8 N, R 4 E, ON THE TERRY ESTATES, 217 FEET SOUTH-SOUTHEAST
 BW2363'OF A T INTERSECTION OF GRAVELED ROADS, 68 FEET SOUTHWEST
 BW2363'OF THE CENTER OF A GRAVELED ROAD, 41 FEET EAST OF THE CENTER
 BW2363'OF A TRACK ROAD, 119 FEET WEST OF A 36-INCH OAK TREE, 200
 BW2363'FEET EAST OF A POWER POLE, 99 FEET SOUTHEAST OF A T-FENCE
 BW2363'CORNER, 106 FEET WEST OF A 2-FOOT OAK TREE AND 74 FEET
 BW2363'WEST-NORTHWEST OF THE SOUTH CORNER OF AN ABANDONDED DIPPING VAT.  IT
 BW2363'IS A TRIANGULATION STATION DISK, STAMPED JEFF 1947,
 BW2363'PROJECTING 6 INCHES.
 BW2363'
 BW2363'REFERENCE MARK NO. 2 IS 92.42 FEET NORTH OF THE STATION,
 BW2363'30 FEET WSW OF THE CENTER OF THE ROAD, 4.5 FEET SW OF A
 BW2363'10-INCH PECAN TREE, 27 FEET SSE OF A TELEPHONE SERVICE ENTRANCE
 BW2363'B-120, 23 FEET SSE OF A 10-INCH PECAN TREE, 105 FEET SSW
 BW2363'OF A ROAD INTERSECTION AND 25 FEET NNW OF A T-FENCE CORNER.
 BW2363'IT IS A REFERENCE MARK DISK, STAMPED JEFF NO 2 1947, PROJECTING
 BW2363'2 INCHES.
 BW2363'
 BW2363'REFERENCE MARK NO. 3 IS 83.15 FEET WEST OF THE STATION.  IT
 BW2363'IS 143 FEET SOUTHEAST OF A POWER POLE IN THE FIELD, 150
 BW2363'FEET WEST OF THE CENTER OF THE ROAD, 3 FEET EAST OF A LONE
 BW2363'CEDAR TREE IN THE FENCE LINE AND 1 FOOT SOUTH OF A METAL
 BW2363'WITNESS POST.  IT IS A REFERENCE MARK DIK, STAMPED JEFF
 BW2363'1947 NO 3 1970, PROJECTING 3 INCHES.
 BW2363'
 BW2363'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION.  IT
 BW2363'IS 26 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 BW2363'144 FEET NORTHWEST OF AN ABANDONED DRIVEWAY, 3 FEET NORTHEAST
 BW2363'OF THE EDGE OF AN 8-FOOT EMBANKMENT AND 1 FOOT NORTHEAST
 BW2363'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BW2363'JEFF AZIMUTH 1947, PROJECTING 4 INCHES.
 BW2363'
 BW2363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BW2363'55 AND 28 IN UNION CHURCH, GO WEST ON STATE HIGHWAY 28 FOR
 BW2363'1.5 MILES TO A CROSSROADS, TURN LEFT (WEST) AND GO 1.0 MILE
 BW2363'TO A T-INTERSECTION AND THE STATION ON THE LEFT.  TURN LEFT
 BW2363'AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BW2363'
 BW2363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BW2363'WEST OF UNION CHURCH
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH0804 ***********************************************************************
 EH0804  DESIGNATION -  JEFFRIES RESET
 EH0804  PID         -  EH0804
 EH0804  STATE/COUNTY-  MS/TUNICA
 EH0804  USGS QUAD   -  HELENA (1982)
 EH0804
 EH0804                         *CURRENT SURVEY CONTROL
 EH0804  ___________________________________________________________________
 EH0804* NAD 83(1986)-  34 30 36.     (N)    090 32 09.     (W)     SCALED    
 EH0804* NAVD 88     -        55.823  (meters)     183.15   (feet)  ADJUSTED  
 EH0804  ___________________________________________________________________
 EH0804  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EH0804  DYNAMIC HT  -          55.769 (meters)     182.97  (feet)  COMP
 EH0804  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EH0804
 EH0804  VERT ORDER  -  FIRST     CLASS II
 EH0804
 EH0804.The horizontal coordinates were scaled from a topographic map and have
 EH0804.an estimated accuracy of +/- 6 seconds.
 EH0804
 EH0804.The orthometric height was determined by differential leveling
 EH0804.and adjusted in June 1991.
 EH0804
 EH0804.The geoid height was determined by GEOID03.
 EH0804
 EH0804.The dynamic height is computed by dividing the NAVD 88
 EH0804.geopotential number by the normal gravity value computed on the
 EH0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0804.degrees latitude (g = 980.6199 gals.).
 EH0804
 EH0804.The modeled gravity was interpolated from observed gravity values.
 EH0804
 EH0804;                    North         East    Units  Estimated Accuracy
 EH0804;SPC MS W     -   555,540.      681,410.      MT  (+/- 180 meters Scaled)
 EH0804
 EH0804                          SUPERSEDED SURVEY CONTROL
 EH0804
 EH0804  NGVD 29 (??/??/??)   55.871  (m)          183.30   (f) ADJUSTED    1 2
 EH0804
 EH0804.Superseded values are not recommended for survey control.
 EH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0804.See file dsdata.txt to determine how the superseded data were derived.
 EH0804
 EH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU262214(NAD 83)
 EH0804_MARKER: DS = TRIANGULATION STATION DISK
 EH0804_SETTING: 0 = UNSPECIFIED SETTING
 EH0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0804
 EH0804  HISTORY     - Date     Condition        Report By
 EH0804  HISTORY     - 1934     MONUMENTED       CGS
 EH0804  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EH0804  HISTORY     - 1966     MARK NOT FOUND   MSHD
 EH0804
 EH0804                          STATION DESCRIPTION
 EH0804
 EH0804'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0804'IN JEFFRIES.
 EH0804'LOCATED AT JEFFRIES , ABOUT 0.4 MILE SOUTHEAST ALONG THE ILLINOIS
 EH0804'CENTRAL RAILROAD FROM ITS CROSSING WITH MISSISSIPPI RIVER LEVEE, ABOUT
 EH0804'0.2 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.2 MILE NORTH ALONG A FIELD
 EH0804'ROAD IN FRONT OF THE MOST SOUTHERNLY OF A ROW OF TENANT HOUSES (THE
 EH0804'ONLY TENANT HOUSE WITH A RED ROOF) ON TOP OF A FORMER LEVEE OF RIVER
 EH0804'WHICH IS NOW CUT DOWN AND FARMED.  IT IS 33 FEET SOUTH-SOUTHEAST OF A
 EH0804'FENCE CORNER, 28.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EH0804'PORCH, 246 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 EH0804'AND 2 FEET WEST OF THE CENTER OF THE FIELD ROAD. NOTE-- THE HOUSE AND
 EH0804'ALL REFERENCE POINTS ARE GONE.
 EH0804
 EH0804                          STATION RECOVERY (1966)
 EH0804
 EH0804'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966
 EH0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EG1511 ***********************************************************************
 EG1511  DESIGNATION -  JENISAY
 EG1511  PID         -  EG1511
 EG1511  STATE/COUNTY-  MS/PRENTISS
 EG1511  USGS QUAD   -  MARIETTA (1979)
 EG1511
 EG1511                         *CURRENT SURVEY CONTROL
 EG1511  ___________________________________________________________________
 EG1511* NAD 83(1993)-  34 37 30.21366(N)    088 23 32.72867(W)     ADJUSTED  
 EG1511* NAVD 88     -       137.87   (+/-2cm)     452.3    (feet)  VERTCON   
 EG1511  ___________________________________________________________________
 EG1511  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EG1511  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG1511  HORZ ORDER  -  THIRD
 EG1511  VERT ORDER  -  THIRD ? (See Below)
 EG1511
 EG1511.The horizontal coordinates were established by classical geodetic methods
 EG1511.and adjusted by the National Geodetic Survey in May 1994.
 EG1511
 EG1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG1511.The vertical order pertains to the NGVD 29 superseded value.
 EG1511
 EG1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1511
 EG1511.The geoid height was determined by GEOID03.
 EG1511
 EG1511;                    North         East     Units Scale Factor Converg.
 EG1511;SPC MS E     -   568,368.756   340,430.604   MT  0.99997014   +0 15 01.9
 EG1511;SPC MS E     - 1,864,723.16  1,116,896.07   sFT  0.99997014   +0 15 01.9
 EG1511;UTM  16      - 3,832,346.248   372,357.601   MT  0.99980082   -0 47 28.6
 EG1511
 EG1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1511!SPC MS E     -   0.99998267  x   0.99997014  =   0.99995281
 EG1511!UTM  16      -   0.99998267  x   0.99980082  =   0.99978349
 EG1511
 EG1511|---------------------------------------------------------------------|
 EG1511| PID    Reference Object                     Distance      Geod. Az  |
 EG1511|                                                           dddmmss.s |
 EG1511| CG3602 JENISAY RM 1                         12.832 METERS 07727     |
 EG1511| CG3603 JENISAY RM 2                         19.303 METERS 17540     |
 EG1511| EG1510 NEW SITE                            APPROX. 7.2 KM 1990501.3 |
 EG1511| CG3601 JENISAY AZ MK                                      2615547.8 |
 EG1511|---------------------------------------------------------------------|
 EG1511
 EG1511                          SUPERSEDED SURVEY CONTROL
 EG1511
 EG1511  NAD 83(1993)-  34 37 30.21766(N)    088 23 32.72769(W) AD(       ) 3
 EG1511  NAD 83(1986)-  34 37 30.22338(N)    088 23 32.72679(W) AD(       ) 3
 EG1511  NAD 27      -  34 37 29.88100(N)    088 23 32.55900(W) AD(       ) 3
 EG1511  NGVD 29 (07/19/86)  137.83   (m)          452.2    (f) LEVELING    3  
 EG1511
 EG1511.Superseded values are not recommended for survey control.
 EG1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1511.See file dsdata.txt to determine how the superseded data were derived.
 EG1511
 EG1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7235832346(NAD 83)
 EG1511_MARKER: DS = TRIANGULATION STATION DISK
 EG1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1511
 EG1511  HISTORY     - Date     Condition        Report By
 EG1511  HISTORY     - 1950     MONUMENTED       CGS
 EG1511  HISTORY     - 1962     GOOD             MSHD
 EG1511  HISTORY     - 1979     GOOD             MSHD
 EG1511  HISTORY     - 19811001 GOOD             MSSU
 EG1511
 EG1511                          STATION DESCRIPTION
 EG1511
 EG1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EG1511'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BOONEVILLE, 7 MILES
 EG1511'SOUTHWEST OF THE SMALL
 EG1511'COMMUNITY OF PADEN, AND ON PROPETY OWNED BY J.E.  POUND.
 EG1511'THE MARK IS 65 FEET WEST OF THE
 EG1511'APPROXIMATE CENTER OF A GRAVELED ROAD
 EG1511'AND 8 FEET EAST OF A WITNESS POST.
 EG1511'
 EG1511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 30 IN
 EG1511'TISHOMINGO, GO
 EG1511'NORTH AND WEST ON HIGHWAY 30 FOR 2.8 MILES TO PADEN,
 EG1511'CONTINUE SOUTH AND WEST ON HIGHWAY
 EG1511'30 FOR 10 MILES TO A CROSSROAD *,
 EG1511'TURN RIGHT, NORTH, AND GO 0.1 MILE TO THE NEW HOPE
 EG1511'SCHOOL BUILDING ON
 EG1511'THE RIGHT AND THE STATION ON THE LEFT.
 EG1511'
 EG1511'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY 30
 EG1511'FOR 0.5 MILE TO THE
 EG1511'SUMMIT OF A KNOLL AND THE AZIMUTH MARK ON THE RIGHT.
 EG1511'
 EG1511'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED JENISAY
 EG1511'1950.
 EG1511'
 EG1511'REFERENCE MARK NO.  1 IS 23 FEET WEST OF THE APPROXIMATE CENTER OF
 EG1511'THE GRAVELED ROAD.
 EG1511'THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 EG1511'REFERENCE MARK NO. 2 IS 55 FEET WEST
 EG1511'OF THE APPROXIMATE CENTER OF THE
 EG1511'GRAVELED ROAD.  THE MARK PROJECTS 7 INCHES, AND THE
 EG1511'DISK IS STAMPED
 EG1511'JENISAY NO 2 1950.
 EG1511'
 EG1511'THE AZIMUTH MARK IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 EG1511'HIGHWAY AND 3 FEET
 EG1511'EAST OF A WITNESS POST.  THE MARK PROJECTS 8
 EG1511'INCHES, AND THE DISK IS STAMPED
 EG1511'JENISAY 19509
 EG1511'
 EG1511'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EG1511'CYLINDERS.
 EG1511'
 EG1511'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EG1511
 EG1511                          STATION RECOVERY (1962)
 EG1511
 EG1511'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962 (AMC)
 EG1511'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EG1511'
 EG1511'A NEW TO REACH FOLLOWS.  THE STATION IS REACHED FROM THE POST OFFICE
 EG1511'IN THE VILLAGE OF
 EG1511'PADEN, GO SOUTH FOR 0.2 MILE TO STATE HIGHWAY 30,
 EG1511'TURN RIGHT, WEST ON THE HIGHWAY AND
 EG1511'GO 10.45 MILES TO A CROSSROAD,
 EG1511'TURN RIGHT, NORTH, AND GO 0.2 MILE TO A CHURCH ON THE
 EG1511'LEFT, AND THE
 EG1511'MARK ON THE WEST SIDE OF THE CHURCH YARD.
 EG1511'
 EG1511'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR 0.2 MILE
 EG1511'TO STATE HIGHWAY 30, TURN
 EG1511'RIGHT, WEST, AND GO 0.4 MILE TO A GRAVEL ROAD ON THE
 EG1511'LEFT, TURN LEFT, AND GO 0.15 MILE
 EG1511'TO THE TOP OF A GRADE AND THE MARK
 EG1511'ON THE RIGHT.
 EG1511'
 EG1511'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF RM 1 AND 1.0 FOOT SOUTH
 EG1511'OF THE AZIMUTH
 EG1511'MARK.
 EG1511
 EG1511                          STATION RECOVERY (1979)
 EG1511
 EG1511'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1979 (RLW)
 EG1511'THE STATION WAS VISITED 3-12-79 AND THE STATION MARK, RM NO 1, RM
 EG1511'NO 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 EG1511'MARK IS NOT VISIBLE FROM THE STATION.
 EG1511'
 EG1511'THE STATION IS LOCATED 10 MILES EAST-SOUTHEAST OF BOONEVILLE ON A
 EG1511'TREE COVERED HILL JUST WEST OF THE NEW HOPE PRIMITIVE BAPTIST
 EG1511'CHURCH, 7 MILES SOUTHWEST OF THE COMMUNITY OF PADEN IN THE
 EG1511'SOUTHWEST 1/4 OF SECTION 9, T 5S, R 9E.  IT IS 147 FEET
 EG1511'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK CHURCH, 93 FEET
 EG1511'NORTHWEST OF A 40 INCH OAK, 65 FEET WEST OF THE CENTER OF AN
 EG1511'ABANDONED ROAD, 48 FEET SOUTH OF A 30 INCH OAK, 35 FEET
 EG1511'EAST-SOUTHEAST OF A 12 INCH OAK, 1 FOOT SOUTH OF A METAL WITNESS
 EG1511'POST AND PROJECTS 2 INCHES.  ELEVATION (USGS) 452.201 FEET.
 EG1511'IT IS A TRIANGULATION DISK, STAMPED JENISAY 1950.
 EG1511'
 EG1511'REFERENCE MARK NO 1 IS 42.10 FEET NORTHEAST OF THE STATION.  IT IS
 EG1511'124 FEET SOUTHWEST OF A POWER SERVICE POLE, 105.5 FEET
 EG1511'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 94 FEET NORTH
 EG1511'OF A 40 INCH OAK, 51 FEET SOUTHEAST OF A 30 INCH OAK, 23 FEET
 EG1511'WEST OF THE CENTER OF AN ABANDONED ROAD, 1 FOOT WEST OF A
 EG1511'METAL WITNESS POST AND PROJECTS 5 INCHES.  ELEVATION (USGS)
 EG1511'452.373 FEET.  IT IS A REFERENCE MARK DISK, STAMPED JENISAY NO
 EG1511'1 1950.
 EG1511'
 EG1511'REFERENCE MARK NO 2 IS 63.33 FEET SOUTHEAST OF THE STATION.  IT IS
 EG1511'137.5 FEET NORTHWEST OF A POWER POLE WITH A GUY WIRE, 62 FEET NORTH
 EG1511'OF A 36 INCH OAK, 55 FEET WEST OF THE CENTER OF AN ABANDONED ROAD,
 EG1511'39.5 FEET WEST-NORTHWEST OF A 40 INCH OAK, 1 FOOT WEST OF A METAL
 EG1511'WITNESS POST AND PROJECTS 7 INCHES.  ELEVATION (USGS) 452.441
 EG1511'FEET.  IT IS A REFERENCE MARK DISK, STAMPED JENISAY NO 2 1950.
 EG1511'
 EG1511'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION.  IT IS ABOUT 200
 EG1511'FEET EAST OF THE CENTER OF A FORK, 24 FEET NORTH OF THE CENTER OF A
 EG1511'GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS
 EG1511'6 INCHES.  ELEVATION (USGS) 445.719 FEET.  IT IS AN AZIMUTH MARK
 EG1511'DISK, STAMPED JENISAY 1950.
 EG1511'
 EG1511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND
 EG1511'STATE HIGHWAY 4 ABOUT 2 MILES EAST OF BOONEVILLE GO EAST ON STATE
 EG1511'HIGHWAY 30 FOR 5.05 MILES TO THE CROSSROAD AT HILLS CHAPEL.
 EG1511'CONTINUE EAST ON STATE HIGHWAY 30 FOR 3.35 MILES TO A SIDE ROAD
 EG1511'RIGHT JUST BEFORE REACHING A SIDE ROAD LEFT.  (TURN SHARP RIGHT
 EG1511'AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 EG1511'ON THE RIGHT).  CONTINUE EAST ON STATE HIGHWAY 30 FOR 0.5 MILE
 EG1511'TO A CROSSROAD JUST BEYOND A SIDE ROAD RIGHT.  TURN LEFT AND GO
 EG1511'NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE CHURCH AND THE
 EG1511'STATION ON THE LEFT.
 EG1511'
 EG1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 EG1511'OF PADEN.
 EG1511
 EG1511                          STATION RECOVERY (1981)
 EG1511
 EG1511'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB)
 EG1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BW2311 ***********************************************************************
 BW2311  DESIGNATION -  JENKINS
 BW2311  PID         -  BW2311
 BW2311  STATE/COUNTY-  MS/AMITE
 BW2311  USGS QUAD   -  LIBERTY (1988)
 BW2311
 BW2311                         *CURRENT SURVEY CONTROL
 BW2311  ___________________________________________________________________
 BW2311* NAD 83(1993)-  31 07 50.37846(N)    090 46 01.85039(W)     ADJUSTED  
 BW2311* NAVD 88     -       123.93   (+/-2cm)     406.6    (feet)  VERTCON   
 BW2311  ___________________________________________________________________
 BW2311  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BW2311  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BW2311  HORZ ORDER  -  SECOND
 BW2311  VERT ORDER  -  THIRD ? (See Below)
 BW2311
 BW2311.The horizontal coordinates were established by classical geodetic methods
 BW2311.and adjusted by the National Geodetic Survey in May 1994.
 BW2311
 BW2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BW2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BW2311.The vertical order pertains to the NGVD 29 superseded value.
 BW2311
 BW2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW2311
 BW2311.The geoid height was determined by GEOID03.
 BW2311
 BW2311;                    North         East     Units Scale Factor Converg.
 BW2311;SPC MS W     -   180,843.423   658,624.217   MT  0.99997111   -0 13 27.5
 BW2311;SPC MS W     -   593,317.13  2,160,836.29   sFT  0.99997111   -0 13 27.5
 BW2311;SPC LA S     -   291,745.964 1,054,002.387   MT  1.00011996   +0 16 59.1
 BW2311;SPC LA S     -   957,169.88  3,458,006.16   sFT  1.00011996   +0 16 59.1
 BW2311;UTM  15      - 3,446,227.835   712,892.542   MT  1.00015909   +1 09 17.2
 BW2311
 BW2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW2311!SPC MS W     -   0.99998475  x   0.99997111  =   0.99995586
 BW2311!SPC LA S     -   0.99998475  x   1.00011996  =   1.00010471
 BW2311!UTM  15      -   0.99998475  x   1.00015909  =   1.00014384
 BW2311
 BW2311:                Primary Azimuth Mark                     Grid Az
 BW2311:SPC MS W     -  AMITE                                    004 29 07.6
 BW2311:SPC LA S     -  AMITE                                    003 58 41.0
 BW2311:UTM  15      -  AMITE                                    003 06 22.9
 BW2311
 BW2311|---------------------------------------------------------------------|
 BW2311| PID    Reference Object                     Distance      Geod. Az  |
 BW2311|                                                           dddmmss.s |
 BW2311| BW2316 AMITE                               APPROX. 9.5 KM 0041540.1 |
 BW2311| CY4776 JENKINS RM 1                         29.426 METERS 20209     |
 BW2311| CY4777 JENKINS RM 2                         27.176 METERS 28032     |
 BW2311| BW2312 LIBERTY MUNICIPAL TANK              APPROX. 4.9 KM 3072735.6 |
 BW2311| CY4775 JENKINS AZ MK                                      3480055.7 |
 BW2311|---------------------------------------------------------------------|
 BW2311
 BW2311                          SUPERSEDED SURVEY CONTROL
 BW2311
 BW2311  NAD 83(1986)-  31 07 50.39466(N)    090 46 01.84604(W) AD(       ) 2
 BW2311  NAD 27      -  31 07 49.76500(N)    090 46 01.47800(W) AD(       ) 2
 BW2311  NGVD 29 (07/19/86)  123.93   (m)          406.6    (f) LEVELING    3  
 BW2311
 BW2311.Superseded values are not recommended for survey control.
 BW2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BW2311.See file dsdata.txt to determine how the superseded data were derived.
 BW2311
 BW2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ1289346228(NAD 83)
 BW2311_MARKER: DS = TRIANGULATION STATION DISK
 BW2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BW2311
 BW2311  HISTORY     - Date     Condition        Report By
 BW2311  HISTORY     - 1949     MONUMENTED       CGS
 BW2311  HISTORY     - 1955     GOOD             CGS
 BW2311  HISTORY     - 1959     GOOD             USGS
 BW2311  HISTORY     - 1969     GOOD             MSHD
 BW2311
 BW2311                          STATION DESCRIPTION
 BW2311
 BW2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 BW2311'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF LIBERTY
 BW2311'ON LAND OWNED BY MR. T.J. JENKINS, 275 FEET NORTH OF THE
 BW2311'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 15 FEET SOUTH-SOUTHEAST
 BW2311'OF A WITNESS POST, AND 12 FEET SOUTH OF A FENCE.
 BW2311'
 BW2311'TO REACH THE STATION FROM THE COURTHOUSE IN LIBERTY, GO
 BW2311'EAST ON STATE HIGHWAY 24 ONE BLOCK TO A CROSS-ROAD, TURN
 BW2311'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A
 BW2311'FORK IN THE ROAD, TAKE THE LEFT ROAD AND FOLLOW THE MAIN
 BW2311'TRAVELED GRAVELED ROAD FOR 2.9 MILES TO A SIDE ROAD LEFT*,
 BW2311'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS
 BW2311'DESCRIBED.
 BW2311'
 BW2311'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH
 BW2311'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 BW2311'THE RIGHT AS DESCRIBED.
 BW2311'
 BW2311'REFERENCE MARK NO. 1 IS 175 FEET NORTH OF THE APPROXIMATE
 BW2311'CENTERLINE OF THE GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES,
 BW2311'AND THE DISK IS STAMPED JENKINS NO 1 1949.
 BW2311'
 BW2311'REFERENCE MARK NO. 2 IS 100 FEET EAST OF A LONE PECAN TREE
 BW2311'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES,
 BW2311'AND THE DISK IS STAMPED JENKINS NO 2 1949.
 BW2311'
 BW2311'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 125 FEET
 BW2311'WEST OF A TENANT HOUSE ON PROPERTY OWNED BY MR. JOHN HOLDEN,
 BW2311'12 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 BW2311'ROAD, AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 BW2311'4 INCHES, AND THE DISK IS STAMPED JENKINS 1949.
 BW2311'
 BW2311'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 BW2311'SQUARE CONCRETE POSTS.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 64 FEET AT TRIANGULATION
 BW2311'STATION AMITE.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 64 FEET AT TRIANGULATION
 BW2311'STATION PEORIA.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 77 FEET AT TRIANGULATION
 BW2311'STATION LOVE.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 77 FEET AT TRIANGULATION
 BW2311'STATION EAST.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 90 FEET AT TRIANGULATION
 BW2311'STATION TICKFAW.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 90 FEET AT TRIANGULATION
 BW2311'STATION HURST.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 103 FEET AT TRIANGULATION
 BW2311'STATION DAVIS.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 90 FEET AT TRIANGULATION
 BW2311'STATION POW.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 90 FEET AT TRIANGULATION
 BW2311'STATION GRAVES.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 77 FEET AT TRIANGULATION
 BW2311'STATION WAGNER.
 BW2311'
 BW2311'A 90 FOOT TOWER AT JENKINS WILL SEE 37 FEET AT TRIANGULATION
 BW2311'STATION LIBERTY.
 BW2311'
 BW2311'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BW2311
 BW2311                          STATION RECOVERY (1955)
 BW2311
 BW2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BW2311'THE STATION WAS VISITED 6-11-55 AND ALL MARKS WERE FOUND
 BW2311'IN GOOD CONDITION.  THE 1949 DESCRIPTION IS ADEQUATE.
 BW2311
 BW2311                          STATION RECOVERY (1959)
 BW2311
 BW2311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BW2311'STATION RECOVERED IN GOOD CONDITION.
 BW2311'
 BW2311'TO REACH GO ABOUT 1.8 MILES S AND 2.4 MILES E OF LIBERTY,
 BW2311'T2N, R4E NEAR NW CORNER, SECTION 27, ABOUT 250 FEET N AND
 BW2311'150 FEET E OF THE ROAD AND DRIVE S TO HOME OF MR. JENKINS.
 BW2311'ABOUT 600 FEET E OF CROSSROADS.  16 FEET S AND 24 FEET E
 BW2311'OF A T-FENCE N IN A CONCRETE POST PROJECTING 2 INCHES IN
 BW2311'A STANDARD DISK STAMPED JENKINS 1949.
 BW2311
 BW2311                          STATION RECOVERY (1969)
 BW2311
 BW2311'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (RLW)
 BW2311'THE STATION WAS VISITED 7-8-69 AND THE STATION MARK, REFERENCE
 BW2311'MARK, NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BW2311'AZIMUTH MARK WAS NOT FOUND AND WAS PROBABLY DESTROYED DURING
 BW2311'ROAD CONSTRUCTION.
 BW2311'
 BW2311'THE STATION IS LOCATED 3.1 MILES SOUTHEAST OF LIBERTY AND
 BW2311'5.3 MILES WEST OF PEORIA IN THE NORTHWEST 1/4 OF SECTION
 BW2311'27, T 2N, R 4E AND ON PROPERTY OWNED BY MR. T.I. JENKINS.
 BW2311'IT IS 275 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 26
 BW2311'FEET SOUTHEAST OF A 10 INCH TWIN OAK ACTING AS A T-FENCE
 BW2311'CORNER, 16.5 FEET SOUTH OF A FENCE, 22 FEET NORTHEAST OF
 BW2311'A 12 INCH PINE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 BW2311'
 BW2311'IT IS A C AND GS TRIANGULATION DISK, STAMPED JENKINS 1949
 BW2311'PROJECTING 2 INCHES.
 BW2311'
 BW2311'REFERENCE MARK NO. 1 IS 96.54 FEET SOUTH SOUTHWEST OF THE
 BW2311'STATION.  IT IS 175 FEET NORTH OF THE CENTER OF A GRAVELED
 BW2311'ROAD, 17 FEET SOUTHWEST OF A 12 INCH PINE, 4 FEET WEST
 BW2311'OF THE WEST BANK OF AN ABANDONED ROAD AND 1 FOOT NORTH OF
 BW2311'A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BW2311'STAMPED JENKINS NO 1 1949 PROJECTING 3 INCHES.
 BW2311'
 BW2311'REFERENCE MARK NO. 2 IS 89.16 FEET WEST NORTHWEST OF THE
 BW2311'STATION.  IT IS 66 FEET WEST OF A 10 INCH TWIN OAK ACTING
 BW2311'AS A T FENCE CORNER, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 BW2311'EAST OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE
 BW2311'MARK DISK, STAMPED JENKINS NO 2 1949 PROJECTING 6 INCHES.
 BW2311'
 BW2311'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 117.45
 BW2311'FEET.
 BW2311'
 BW2311'TO REACH THE STATION FROM THE AMITE COUNTY COURTHOUSE IN
 BW2311'LIBERTY, GO EAST ON STATE HIGHWAY 24 FOR 0.15 MILE TO A
 BW2311'TRAFFIC LIGHT.  TURN RIGHT (SOUTH) AND CONTINUE ON A BLACKTOP
 BW2311'ROAD FOR 0.35 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 BW2311'EAST ON A BLACKTOP ROAD FOR 2.9 MILES TO A SIDE ROAD LEFT.
 BW2311'CONTINUE SOUTHEAST ON A GRAVELED ROAD FOR 0.1 MILE TO A
 BW2311'DRIVEWAY LEADING TO THE JENKINS HOUSE ON THE RIGHT AND A TRACK
 BW2311'ROAD ON THE LEFT.  TURN LEFT (NORTH) AND CONTINUE ON THE
 BW2311'TRACK ROAD FOR 300 FEET TO THE MARK ON THE RIGHT.
 BW2311'
 BW2311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.1 MILES
 BW2311'SOUTHEAST OF LIBERTY
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 EH3136 ***********************************************************************
 EH3136  DESIGNATION -  JIM
 EH3136  PID         -  EH3136
 EH3136  STATE/COUNTY-  MS/TUNICA
 EH3136  USGS QUAD   -  DUNDEE (1982)
 EH3136
 EH3136                         *CURRENT SURVEY CONTROL
 EH3136  ___________________________________________________________________
 EH3136* NAD 83(1986)-  34 36 33.     (N)    090 28 20.     (W)     SCALED    
 EH3136* NAVD 88     -        58.11   (+/-2cm)     190.6    (feet)  VERTCON   
 EH3136  ___________________________________________________________________
 EH3136  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EH3136  VERT ORDER  -  THIRD ? (See Below)
 EH3136
 EH3136.The horizontal coordinates were scaled from a topographic map and have
 EH3136.an estimated accuracy of +/- 6 seconds.
 EH3136
 EH3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH3136.The vertical order pertains to the NGVD 29 superseded value.
 EH3136
 EH3136.The geoid height was determined by GEOID03.
 EH3136
 EH3136;                    North         East    Units  Estimated Accuracy
 EH3136;SPC MS W     -   566,530.      687,260.      MT  (+/- 180 meters Scaled)
 EH3136
 EH3136                          SUPERSEDED SURVEY CONTROL
 EH3136
 EH3136  NGVD 29 (07/19/86)   58.15   (m)          190.8    (f) LEVELING    3  
 EH3136
 EH3136.Superseded values are not recommended for survey control.
 EH3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3136.See file dsdata.txt to determine how the superseded data were derived.
 EH3136
 EH3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU317326(NAD 83)
 EH3136_MARKER: P = PIPE CAP
 EH3136_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EH3136_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EH3136
 EH3136  HISTORY     - Date     Condition        Report By
 EH3136  HISTORY     - 1931     MONUMENTED       MRC
 EH3136
 EH3136                          STATION DESCRIPTION
 EH3136
 EH3136'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 EH3136'ONE-FOURTH MILE BELOW LEVEE MILESTONE 45/46 IN UPPER YAZOO
 EH3136'LEVEE DISTRICT, 3 MILES BELOW AUSTIN, 1,200 FEET EAST OF
 EH3136'LEVEE, AND 125 FEET WEST OF PATH, IN YARD OF SMALL HOUSE.
 EH3136'MARKED BY BRASS CAP ON IRON PIPE AND CONCRETE TILE.  STATION
 EH3136'AUSTIN (SEE DECRIPTION THEREOF) IS 350.377 METERS (1,149.53 FEET)
 EH3136'FROM STATION.  STATION
 EH3136'B.M. BUD (M.R.C.) (SEE DESCRIPTION THEREOF) IS 194.131 METERS
 EH3136'(636.91 FEET) FROM STATION, S 00 DEG 02 MIN 13.0 SEC W.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH1240 ***********************************************************************
 BH1240  DESIGNATION -  JJ 18
 BH1240  PID         -  BH1240
 BH1240  STATE/COUNTY-  MS/HANCOCK
 BH1240  USGS QUAD   -  NICHOLSON (1993)
 BH1240
 BH1240                         *CURRENT SURVEY CONTROL
 BH1240  ___________________________________________________________________
 BH1240* NAD 83(1986)-  30 25 21.     (N)    089 39 17.     (W)     SCALED    
 BH1240* NAVD 88     -         9.206  (meters)      30.20   (feet)  ADJUSTED  
 BH1240  ___________________________________________________________________
 BH1240  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BH1240  DYNAMIC HT  -           9.194 (meters)      30.16  (feet)  COMP
 BH1240  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BH1240
 BH1240  VERT ORDER  -  FIRST     CLASS II
 BH1240
 BH1240.The horizontal coordinates were scaled from a topographic map and have
 BH1240.an estimated accuracy of +/- 6 seconds.
 BH1240
 BH1240.The orthometric height was determined by differential leveling
 BH1240.and adjusted in February 1994.
 BH1240
 BH1240.The geoid height was determined by GEOID03.
 BH1240
 BH1240.The dynamic height is computed by dividing the NAVD 88
 BH1240.geopotential number by the normal gravity value computed on the
 BH1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1240.degrees latitude (g = 980.6199 gals.).
 BH1240
 BH1240.The modeled gravity was interpolated from observed gravity values.
 BH1240
 BH1240;                    North         East    Units  Estimated Accuracy
 BH1240;SPC MS E     -   102,540.      221,090.      MT  (+/- 180 meters Scaled)
 BH1240
 BH1240                          SUPERSEDED SURVEY CONTROL
 BH1240
 BH1240  NGVD 29 (??/??/??)    9.159  (m)           30.05   (f) ADJUSTED    1 2
 BH1240
 BH1240.Superseded values are not recommended for survey control.
 BH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1240.See file dsdata.txt to determine how the superseded data were derived.
 BH1240
 BH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU450685(NAD 83)
 BH1240_MARKER: DB = BENCH MARK DISK
 BH1240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1240_SP_SET: HEADWALL
 BH1240_STAMPING: JJ 18 1934
 BH1240_MARK LOGO: CGS   
 BH1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1240+STABILITY: SURFACE MOTION
 BH1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1240+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 BH1240
 BH1240  HISTORY     - Date     Condition        Report By
 BH1240  HISTORY     - 1934     MONUMENTED       CGS
 BH1240  HISTORY     - 1972     GOOD             MSHD
 BH1240  HISTORY     - 19930312 GOOD             NGS
 BH1240  HISTORY     - 20050817 GOOD             NGS
 BH1240
 BH1240                          STATION DESCRIPTION
 BH1240
 BH1240'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972
 BH1240'4.4 MI SE FROM NICHOLSON.
 BH1240'THE MARK IS LOCATED 4.4 MILES SOUTHEAST OF NICHOLSON IN THE NORTHEAST
 BH1240'END OF THE NORTHWEST HEADWALL OF AN 18 INCH CONCRETE PIPE CULVERT
 BH1240'UNDER A BLACK TOP ROAD, 7.4 MILES SOUTH OF PICAYUNE, 0.15 MILES
 BH1240'SOUTHWEST OF A PIPE LINE CROSSING AND IS NEAR THE CENTER OF SECTION
 BH1240'24, T 7S, R 17W.  IT IS 16 FEET NORTHWEST OF THE CENTER OF A BLACK TOP
 BH1240'ROAD, 36 FEET NORTHEAST OF THE CENTER OF AN ABANDONED DRIVEWAY, 1 FOOT
 BH1240'SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTHEAST
 BH1240'END OF THE NORTHWEST HEADWALL OF AN 18 INCH CONCRETE CULVERT AND IS
 BH1240'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.  TO REACH FROM THE BRIDGE
 BH1240'OVER I 59 AT NICHOLSON GO SOUTHEAST ON STATE HIGHWAY 607 FOR 3.8 MILES
 BH1240'TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON A BLACK TOP ROAD FOR
 BH1240'0.7 MILES TO AN ABANDONED DRIVEWAY AND THE MARK ON THE RIGHT.
 BH1240
 BH1240                          STATION RECOVERY (1993)
 BH1240
 BH1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BH1240'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE
 BH1240'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 6.0 KM
 BH1240'(3.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, THENCE 1.1 KM (0.70
 BH1240'MI) SOUTHWESTERLY ALONG A PAVED ROAD, IN TOP OF AND 0.3 M (1.0 FT)
 BH1240'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF
 BH1240'A CULVERT, 8.5 M (27.9 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 4.9
 BH1240'M (16.1 FT) NORTHWEST OF AND LEVEL WITH THE ROAD CENTER, AND 0.5 M
 BH1240'(1.6 FT) SOUTHWEST OF A WITNESS POST.
 BH1240
 BH1240                          STATION RECOVERY (2005)
 BH1240
 BH1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 BH1240'N302520.8 W0893919.3
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0204 ***********************************************************************
 BV0204  DESIGNATION -  JOE
 BV0204  PID         -  BV0204
 BV0204  STATE/COUNTY-  MS/WAYNE
 BV0204  USGS QUAD   -  STATE LINE (1981)
 BV0204
 BV0204                         *CURRENT SURVEY CONTROL
 BV0204  ___________________________________________________________________
 BV0204* NAD 83(1993)-  31 26 48.19786(N)    088 27 11.66553(W)     ADJUSTED  
 BV0204* NAVD 88     -        96.502  (meters)     316.61   (feet)  ADJUSTED  
 BV0204  ___________________________________________________________________
 BV0204  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 BV0204  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV0204  DYNAMIC HT  -          96.386 (meters)     316.23  (feet)  COMP
 BV0204  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 BV0204
 BV0204  HORZ ORDER  -  FIRST
 BV0204  VERT ORDER  -  SECOND    CLASS 0
 BV0204
 BV0204.The horizontal coordinates were established by classical geodetic methods
 BV0204.and adjusted by the National Geodetic Survey in May 1994.
 BV0204
 BV0204.The orthometric height was determined by differential leveling
 BV0204.and adjusted in June 1991.
 BV0204
 BV0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV0204
 BV0204.The geoid height was determined by GEOID03.
 BV0204
 BV0204.The dynamic height is computed by dividing the NAVD 88
 BV0204.geopotential number by the normal gravity value computed on the
 BV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0204.degrees latitude (g = 980.6199 gals.).
 BV0204
 BV0204.The modeled gravity was interpolated from observed gravity values.
 BV0204
 BV0204;                    North         East     Units Scale Factor Converg.
 BV0204;SPC MS E     -   215,866.283   336,128.484   MT  0.99996609   +0 11 53.9
 BV0204;SPC MS E     -   708,221.30  1,102,781.53   sFT  0.99996609   +0 11 53.9
 BV0204;SPC AL W     -   160,772.985   509,392.755   MT  1.00003456   -0 29 50.4
 BV0204;UTM  16      - 3,480,025.392   361,909.014   MT  0.99983520   -0 45 29.8
 BV0204
 BV0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV0204!SPC MS E     -   0.99998913  x   0.99996609  =   0.99995522
 BV0204!SPC AL W     -   0.99998913  x   1.00003456  =   1.00002369
 BV0204!UTM  16      -   0.99998913  x   0.99983520  =   0.99982433
 BV0204
 BV0204:                Primary Azimuth Mark                     Grid Az
 BV0204:SPC MS E     -  JOE AZ MK                                055 20 06.4
 BV0204:SPC AL W     -  JOE AZ MK                                056 01 50.7
 BV0204:UTM  16      -  JOE AZ MK                                056 17 30.1
 BV0204
 BV0204|---------------------------------------------------------------------|
 BV0204| PID    Reference Object                     Distance      Geod. Az  |
 BV0204|                                                           dddmmss.s |
 BV0204| BV0208 JOE AZ MK                                          0553200.3 |
 BV0204| CG2118 JOE RM 1                             30.248 METERS 07817     |
 BV0204| BV0206 JOE RM 3                             16.173 METERS 08017     |
 BV0204| BV1465 CRAGER                              APPROX.13.9 KM 0813237.0 |
 BV0204| BV1474 MILSTEAD LOOKOUT TOWER              APPROX. 8.1 KM 1183915.5 |
 BV0204| BV1480 STONEY LOOKOUT TOWER                APPROX.21.2 KM 2530034.2 |
 BV0204| BV0205 JOE RM 2                             45.470 METERS 31015     |
 BV0204|---------------------------------------------------------------------|
 BV0204
 BV0204                          SUPERSEDED SURVEY CONTROL
 BV0204
 BV0204  NAD 83(1993)-  31 26 48.19941(N)    088 27 11.66711(W) AD(       ) 1
 BV0204  NAD 83(1986)-  31 26 48.21213(N)    088 27 11.66767(W) AD(       ) 1
 BV0204  NAD 27      -  31 26 47.62400(N)    088 27 11.58800(W) AD(       ) 1
 BV0204  NGVD 29 (??/??/92)   96.497  (m)          316.59   (f) ADJ UNCH    2 0
 BV0204
 BV0204.Superseded values are not recommended for survey control.
 BV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0204.See file dsdata.txt to determine how the superseded data were derived.
 BV0204
 BV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6190980025(NAD 83)
 BV0204_MARKER: DB = BENCH MARK DISK
 BV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0204_STAMPING: JOE 1956
 BV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0204+STABILITY: SURFACE MOTION
 BV0204
 BV0204  HISTORY     - Date     Condition        Report By
 BV0204  HISTORY     - 1939     MONUMENTED       CGS
 BV0204  HISTORY     - 1943     GOOD             CGS
 BV0204  HISTORY     - 1956     GOOD             CGS
 BV0204  HISTORY     - 1961     GOOD             MSHD
 BV0204  HISTORY     - 1961     GOOD             MSHD
 BV0204  HISTORY     - 1964     GOOD             MSHD
 BV0204  HISTORY     - 1964     GOOD             MSHD
 BV0204  HISTORY     - 1973     SEE DESCRIPTION  USGS
 BV0204  HISTORY     - 1975     GOOD             NGS
 BV0204  HISTORY     - 1975     GOOD             MSHD
 BV0204
 BV0204                          STATION DESCRIPTION
 BV0204
 BV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV0204'STATION IS ABOUT 1.5 MILES E OF STATE LINE AND ABOUT 0.25 MILE W
 BV0204'OF THE ALABAMA-MISSISSIPPI STATE LINE, ON A FLAT-TOPPED RIDGE IN THE
 BV0204'NE QUARTER OF SEC. 35, T. 6 N, R. 5 W. ON LAND OWNED BY D.J. CRAGER
 BV0204'AND FARMED BY HIS BROTHER JOE CRAGER. IT IS ABOUT 18 INCHES BELOW
 BV0204'THE SURFACE OF THE GROUND AND IS STAMPED JOE 1939. IT IS IN A
 BV0204'CULTIVATED FIELD ABOUT 150 FEET SE OF JOE CRAGERS HOUSE, ON THE
 BV0204'S SIDE OF THE E-W ROAD, 36 FEET E OF THE E GATE POST OF A BOARD
 BV0204'GATE INTO A FIELD, 19 FEET S OF AN E-W FENCE AND 39 FEET S OF THE
 BV0204'CENTER OF THE GRAVEL ROAD.
 BV0204'
 BV0204'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BV0204'DISKS SET IN CONCRETE.
 BV0204'
 BV0204'REFERENCE MARK NO. 1 IS 99.19 FEET ENE OF THE STATION, IN THE E-W
 BV0204'FENCE LINE AND 25 FEET S OF THE CENTER OF THE ROAD. THE MARK
 BV0204'PROJECTS 10 INCHES ABOVE THE GROUND AND IS STAMPED JOE NO. 1 1939.
 BV0204'
 BV0204'REFERENCE MARK NO.2 IS 149.18 FEET NW OF THE STATION, IN THE E
 BV0204'FENCE LINE OF THE FENCE AROUND CRAGERS HOUSE, 41 FEET N OF THE SE
 BV0204'FENCE CORNER, 62 FEET N OF THE CENTER OF THE ROAD AND 21 FEET W OF
 BV0204'THE WELL HOUSE. THE MARK PROJECTS 10 INCHES ABOVE THE GROUND AND
 BV0204'IS STAMPED JOE NO.2 1939.
 BV0204'
 BV0204'THE AZIMUTH MARK IS ABOUT 0.25 MILE ENE OF THE STATION. IT IS IN A
 BV0204'SMALL CLEARED AREA, 24 FEET E OF THE CENTER OF THE ROAD, 16-1/2
 BV0204'FEET SSE OF A 12-INCH PINE TREE AND APPROXIMATELY ON THE
 BV0204'ALABAMA-MISSISSIPPI STATE LINE.
 BV0204'
 BV0204'A 77-FOOT TOWER IS NEEDED AT JOE TO SEE ALL OTHER STATIONS.
 BV0204'
 BV0204'TO REACH THE STATION FROM STATE LINE DRIVE N ON THE E SIDE OF THE
 BV0204'DEPOT FOR 0.2 MILE, THEN TURN RIGHT AND DRIVE E 1.05 MILES TO U.S.
 BV0204'HIGHWAY 45. CROSS THE U.S. HIGHWAY AND DRIVE SE ON THE SOUTHERLY OF
 BV0204'TWO ROADS FOR 0.4 MILE TO THE TOP OF THE RIDGE AND THE STATION
 BV0204'ON THE RIGHT OR S SIDE OF THE ROAD.
 BV0204'
 BV0204'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BV0204
 BV0204                          STATION RECOVERY (1943)
 BV0204
 BV0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV0204'THE STATION WAS RECOVERED AS DESCRIBED IN 1939 AND THE MARK WAS
 BV0204'FOUND IN GOOD CONDITION. THE 1939 DESCRIPTION TO REACH THE STATION
 BV0204'IS ADEQUATE AND CORRECT.
 BV0204'
 BV0204'THE AZIMUTH MARK HAS A PORTION OF THE CONCRETE BROKEN OFF AND THE
 BV0204'DISK HAS BEEN BATTERED WITH A SHARP INSTRUMENT. THE 1939 DESCRIPTON
 BV0204'TO REACH THE AZIMUTH IS CORRECT.
 BV0204'
 BV0204'REFERENCE MARK NO.1 WAS SET WITHIN 1 FOOT OF AN 8-FOOT PERPENDICULAR
 BV0204'BANK. DUE TO SOIL EROSION THE MARK IN A FEW YEARS WILL BE DESTROYED.
 BV0204'
 BV0204'REFERENCE MARK NO.2 WAS FOUND IN GOOD CONDITION. THE 1939 DISTANCE
 BV0204'FROM THE STATION DOES NOT CHECK WITH THE 1943 DISTANCE. A CLOSE
 BV0204'CHECK WAS MADE AT THE TIME OF OBSERVATIONS.
 BV0204
 BV0204                          STATION RECOVERY (1956)
 BV0204
 BV0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV0204'THE STATION WAS VISITED ON OCTOBER 23, 1956. THE STATION AND
 BV0204'REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1
 BV0204'WAS FOUND UPROOTED, AND THE DISK REMOVED PRIOR TO THIS DATE.
 BV0204'REFERENCE MARK 3 WAS ESTABLISHED. THE AZIMUTH MARK WAS NOT FOUND
 BV0204'AT THIS TIME. THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW
 BV0204'DESCRIPTION FOLLOWS--
 BV0204'
 BV0204'THE STATION IS LOCATED ABOUT 1.5 MI. E OF STATE LINE, 0.25 MI. W OF
 BV0204'THE ALABAMA-MISSISSIPPI STATE LINE, IN THE NE QUARTER OF SECTION
 BV0204'35, T 6 N, R 6 W, AND ON PROPERTY OWNED BY MR. D.J. CRAGER. IT IS
 BV0204'AT THE N EDGE OF A CULTIVATED FIELD, ON AN 8-FT. BANK, 40 FT. S OF
 BV0204'THE CENTERLINE OF U.S. HIGHWAY 84, 50 YD. SE OF A HOUSE ON THE N
 BV0204'SIDE OF THE ROAD, 9 FT. S OF A FENCE, 9 FT. S OF A POWER POLE,
 BV0204'AND 4 FT.  N OF THE S GUY WIRE FOR THE POWER POLE. IT IS A STANDARD
 BV0204'DISK, STAMPED JOE 1939 AND 10 IN. BELOW THE SURFACE OF THE
 BV0204'GROUND.
 BV0204'
 BV0204'REFERENCE MARK 2 IS 149.18 FT. NW OF THE STATION, IN THE SW CORNER
 BV0204'OF A YARD, 60 FT. N OF THE CENTERLINE OF THE HIGHWAY, 20 FT. W OF
 BV0204'THE CENTER OF A WELL, 85 FT. S-SW OF THE SW CORNER OF THE HOUSE,
 BV0204'AND IN A N-S FENCE LINE. IT IS A STANDARD DISK, STAMPED JOE NO 2
 BV0204'1939 AND PROJECTING 8 IN.
 BV0204'
 BV0204'REFERENCE MARK 3 IS 53.04 FT. E OF THE STATION, 31 FT. S OF THE
 BV0204'CENTERLINE OF THE HIGHWAY, 54 FT. E OF A POWER POLE, AND IN AN
 BV0204'E-W FENCE LINE. IT IS A STANDARD DISK, STAMPED JOE NO 3 1939 AND
 BV0204'PROJECTING 6 IN.
 BV0204'
 BV0204'TO REACH THE STATION FROM THE RAILROAD STATION IN STATE LINE, GO N
 BV0204'ALONG THE E SIDE OF THE TRACK FOR 0.2 MI., TURN RIGHT AND GO E
 BV0204'FOR 1.05 MI. TO U.S. HIGHWAY 45, CROSS U.S. HIGHWAY 45 AND GO E
 BV0204'ON U.S. HIGHWAY 84 FOR 0.4 MI. TO THE TOP OF THE HILL, AND THE
 BV0204'STATION ON THE RIGHT AND A HOUSE ON THE LEFT.
 BV0204'
 BV0204'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON U.S. HIGHWAY
 BV0204'84 FOR 0.25 MI. TO THE ALABAMA-MISSISSIPPI STATE LINE AND THE MARK
 BV0204'26 FT. E OF THE CENTER OF THE HIGHWAY. NOTE--THE MARK WAS NOT
 BV0204'FOUND AT THIS DATE.
 BV0204
 BV0204                          STATION RECOVERY (1961)
 BV0204
 BV0204'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961 (AMC)
 BV0204'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BV0204'AND FOUND IN GOOD CONDITION. THE 1956 RECOVERY NOTE STATES THE
 BV0204'AZIMUTH MARK WAS NOT FOUND AT THIS DATE. A METAL WITNESS SIGNPOST WAS
 BV0204'SET 9 FEET NORTH OF THE STATION MARK. A METAL WITNESS SIGNPOST
 BV0204'WAS SET 6 FEET NORTHWEST OF THE AZIMUTH MARK. THE ORIGINAL
 BV0204'DESCRIPTION IS CORRECT AND ADEQUATE.
 BV0204
 BV0204                          STATION RECOVERY (1961)
 BV0204
 BV0204'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0204'1.5 MI E FROM STATE LINE.
 BV0204'THE MARK IS LOCATED ABOUT 1.5 MILES EAST OF STATE LINE, 0.25 MILE WEST
 BV0204'OF THE ALABAMA-MISSISSIPPI STATE LINE, IN THE NORTHEAST 1/4 OF SECTION
 BV0204'35, T 6 N, R 6 W, AND ON PROPERTY OWNED BY MR. D. J. CRAGER. THE MARK
 BV0204'IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84, ABOUT 1 MILE
 BV0204'NORTHEAST OF STATE LINE BY GOING EAST ON U.S. 84 FOR 0.4 MILE TO A
 BV0204'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT AT THE TOP OF A HILL. THE
 BV0204'MARK IS A STANDARD USC AND GS TRIANGULATION STATION BRONZE DISK
 BV0204'STAMPED JOE 1939 AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 BV0204'POST 10 INCHES BELOW THE GROUND SURFACE.  IT IS AT THE NORTH EDGE OF A
 BV0204'CULTIVATED FIELD, ON AN 8 FOOT BANK, 40 FEET SOUTH OF THE CENTERLINE
 BV0204'OF U.S. 84, 50 YARDS SOUTHEAST OF A HOUSE ON THE NORTH SIDE OF THE
 BV0204'HIGHWAY, 9 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 9 FEET SOUTH OF A
 BV0204'POWERLINE POLE.  A METAL WITNESS SIGNPOST WAS SET 9 FEET NORTH OF THE
 BV0204'MARK.
 BV0204
 BV0204                          STATION RECOVERY (1964)
 BV0204
 BV0204'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 BV0204'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BV0204'
 BV0204'THE DESCRIPTION IS ADEQUATE.
 BV0204
 BV0204                          STATION RECOVERY (1964)
 BV0204
 BV0204'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0204'RECOVERED IN GOOD CONDITION.
 BV0204
 BV0204                          STATION RECOVERY (1973)
 BV0204
 BV0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (CDL)
 BV0204'THIS MARK WAS FOUND, BUT MARK WAS LEANING TO ONE SIDE AND MARK
 BV0204'WAS ABOUT 1 FT ABOVE GROUND RATHER THAN 0.8 FT AS DESCRIBED.
 BV0204
 BV0204                          STATION RECOVERY (1975)
 BV0204
 BV0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BV0204'THE STATION WAS VISITED 10-24-75 AND THE STATION MARK, REFERENCE
 BV0204'MARK NO 3 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 BV0204'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY LARGE TREES AND THE
 BV0204'DISK HAS BEEN BATTERED.  REFERENCE MARK NO 2 WAS FOUND DISTURBED
 BV0204'AND WAS RESET NEAR ITS ORIGINAL POSITION AS REFERENCE MARK NO 4
 BV0204'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BV0204'
 BV0204'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF STATE LINE,
 BV0204'MISS. AND 0.25 MILE WEST OF THE MISSISSIPPI-ALABAMA STATE LINE IN
 BV0204'THE NORTHEAST 1/4 OF SECTION 35, T 6N, R 5W.
 BV0204'
 BV0204'TO REACH FROM THE MAIN CROSSROADS IN STATE LINE, MISSISSIPPI
 BV0204'AT THE STATE LINE BANK, GO EAST CROSSING RAILROAD TRACK AND FOLLOW
 BV0204'STATE HIGHWAY 42 EASTERLY FOR 1.3 MILES TO THE JUNCTION OF
 BV0204'U.S. HIGHWAY 45, CONTINUE AHEAD CROSSING U.S. HIGHWAY 45 AND
 BV0204'FOLLOW PAVED ROAD SOUTHEAST FOR 0.4 MILE TO THE STATION ON THE
 BV0204'RIGHT IN A CULTIVATED FIELD.
 BV0204'
 BV0204'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BV0204'JOE 1939 SET IN TOP OF A CONCRETE POST 12 INCHES BELOW THE SURFACE
 BV0204'OF THE GROUND.  IT IS 43.5 FEET SOUTHEAST OF A POWER POLE,
 BV0204'41 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 9.5
 BV0204'FEET SOUTH-SOUTHEAST OF A POWER POLE WITH TRANSFORMER,
 BV0204'9 FEET SOUTH OF A METAL WITNESS POST AND SIGN IN A
 BV0204'FENCE LINE AND 4 FEET NORTH-NORTHWEST OF THE BASE OF A GUY
 BV0204'WIRE.
 BV0204'
 BV0204'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BV0204'JOE NO 3 1939 SET IN TOP OF A ROUND CONCRETE POST PROJECTING 4
 BV0204'INCHES.  IT IS 54 FEET EAST OF POWER POLE WITH TRANSFORMER, 32 FEET
 BV0204'EAST OF PROJECTED PLANE OF EAST WALL OF HOUSE, 31 FEET SOUTH OF
 BV0204'THE CENTER OF PAVED ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST
 BV0204'AND SIGN IN FENCE LINE.
 BV0204'
 BV0204'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 BV0204'JOE 1939 NO 4 1975 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 BV0204'INCHES.  IT IS IN FRONT LAWN OF HOUSE, 99 FEET WEST OF POWER POLE
 BV0204'WITH YARD LIGHT, 75.5 FEET SOUTH OF SOUTHWEST CORNER OF GARAGE ON
 BV0204'HOUSE, 59 FEET NORTH OF THE CENTER OF A PAVED ROAD, 47 FEET EAST
 BV0204'OF THE NORTH ONE OF TWO CEDAR TREES AND 2 FEET SOUTHWEST OF A
 BV0204'MAIL BOX POST.
 BV0204'
 BV0204'THE DISTANCE BETWEEN REFERENCE MARKS NO 3 AND NO 4 IS 189.098 FEET
 BV0204'OR 57.637 METERS.
 BV0204'
 BV0204'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED JOE
 BV0204'1939 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 BV0204'IS 0.25 MILE EAST-NORTHEAST OF THE STATION, 75.5 FEET WEST OF
 BV0204'THE WEST CORNER OF CONCRETE BLOCK BUILDING, 26 FEET SOUTHEAST OF
 BV0204'THE CENTER OF PAVED ROAD, 14 FEET WEST OF A POWER POLE, 10 FEET
 BV0204'SOUTH OF A HIGHWAY SIGN AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 BV0204'POST AND SIGN.
 BV0204'
 BV0204'TO REACH AZIMUTH MARK FROM THE STATION GO EAST-NORTHEAST ON
 BV0204'PAVED ROAD FOR 0.25 MILE TO ALABAMA STATE LINE AND THE MARK ON THE
 BV0204'RIGHT AS DESCRIBED.
 BV0204'
 BV0204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV0204'1.5 MILES EAST OF STATE LINE.
 BV0204
 BV0204                          STATION RECOVERY (1975)
 BV0204
 BV0204'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975
 BV0204'THE MARK IS LOCATED ABOUT 1.5 MILES EAST OF STATE LINE, MISSISSIPPI
 BV0204'IN THE EDGE OF A CULTIVATED FIELD ON THE SOUTH SIDE OF A BLACK TOP
 BV0204'ROAD IN BETWEEN A POWER POLE AND A GUY WIRE ABOUT 0.25 MILE WEST OF
 BV0204'THE MISSISSIPPI-ALABAMA STATE LINE IN THE NORTH-EAST 1/4 OF SECTION
 BV0204'35, T 6N, R 5W. IT IS 41 FEET SOUTH OF THE CENTER OF A BLACK TOP
 BV0204'ROAD, 43.5 FEET SOUTHEAST OF A POWER POLE, 9.5 FEET SOUTH-SOUTHEAST
 BV0204'OF A POWER POLE WITH A TRANSFORMER AND A GUY WIRE, 9 FEET SOUTH OF A
 BV0204'METAL WITNESS POST IN A FENCE LINE. 4 FEET NORTH-NORTHWEST OF THE
 BV0204'BASE OF A GUY WIRE SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 4
 BV0204'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS 12INCHES BELOW THE GROUND.
 BV0204'TO REACH FROM THE STATE LINE BRANCH OF THE LEAKESVILLE BANK IN STATE
 BV0204'LINE GO EAST ACROSS THE TRACK THEN NORTH ON STATE HIGHWAY 42 FOR 1.3
 BV0204'MILES TO THE INTERSECTION OF U.S. HIGHWAY 45. CONTINUE EAST ON A
 BV0204'BLACK TOP ROAD PASSING TO THE NORTH OF THE TRACK SCALES FOR 0.4 MILE
 BV0204'TO A HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0205 ***********************************************************************
 BV0205  DESIGNATION -  JOE RM 2
 BV0205  PID         -  BV0205
 BV0205  STATE/COUNTY-  MS/WAYNE
 BV0205  USGS QUAD   -  STATE LINE (1981)
 BV0205
 BV0205                         *CURRENT SURVEY CONTROL
 BV0205  ___________________________________________________________________
 BV0205* NAD 83(1986)-  31 26 48.     (N)    088 27 11.     (W)     SCALED    
 BV0205* NAVD 88     -        95.75   (+/-2cm)     314.1    (feet)  VERTCON   
 BV0205  ___________________________________________________________________
 BV0205  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV0205  VERT ORDER  -  THIRD (See Below)
 BV0205
 BV0205.The horizontal coordinates were scaled from a topographic map and have
 BV0205.an estimated accuracy of +/- 6 seconds.
 BV0205
 BV0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0205.The vertical order pertains to the NGVD 29 superseded value.
 BV0205
 BV0205.The geoid height was determined by GEOID03.
 BV0205
 BV0205;                    North         East    Units  Estimated Accuracy
 BV0205;SPC MS E     -   215,860.      336,150.      MT  (+/- 180 meters Scaled)
 BV0205
 BV0205                          SUPERSEDED SURVEY CONTROL
 BV0205
 BV0205  NGVD 29 (??/??/??)   95.74   (m)          314.1    (f) RESET       3  
 BV0205
 BV0205.Superseded values are not recommended for survey control.
 BV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0205.See file dsdata.txt to determine how the superseded data were derived.
 BV0205
 BV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV619800(NAD 83)
 BV0205_MARKER: DB = BENCH MARK DISK
 BV0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0205_STAMPING: JOE NO 2 1939
 BV0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0205+STABILITY: SURFACE MOTION
 BV0205
 BV0205  HISTORY     - Date     Condition        Report By
 BV0205  HISTORY     - 1939     MONUMENTED       CGS
 BV0205  HISTORY     - 1961     GOOD             MSHD
 BV0205  HISTORY     - 1964     GOOD             MSHD
 BV0205
 BV0205                          STATION DESCRIPTION
 BV0205
 BV0205'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0205'1.25 MI E FROM STATE TOWN.
 BV0205'THE MARK IS LOCATED ABOUT 1.5 MILES EAST OF STATE LINE, 0.25 MILE WEST
 BV0205'OF THE ALABAMA-MISSISSIPPI STATE LINE, IN THE NORTHEAST 1/4 OF SECTION
 BV0205'35, T 6 N, R 6 W, AND ON PROPERTY OWNED BY MR. D. J. CRAGER. THE MARK
 BV0205'IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84, ABOUT 1 MILE
 BV0205'NORTHEAST OF STATE LINE BY GOING EAST ON U.S. 84 FOR 0.4 MILE TO THE
 BV0205'TOP OF A HILL, A HOUSE ON THE LEFT AND THE MARK ON THE LEFT. THE MARK
 BV0205'IS A STANDARD BRONZE USC AND GS REFERENCE MARK DISK STAMPED JOE NO 2
 BV0205'1939 AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 BV0205'PROJECTING 8 INCHES.  IT IS 85 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 BV0205'CORNER OF THE HOUSE, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BV0205'20 FEET WEST OF THE CENTER OF A WELL AND IN A NORTH-SOUTH FENCE LINE,
 BV0205'149.18 FEET NORTHWEST OF TRIANGULATION STATION JOE 1939. A METAL
 BV0205'WITNESS SIGNPOST WAS SET 140 FEET SOUTHEAST OF THE MARK.
 BV0205
 BV0205                          STATION RECOVERY (1964)
 BV0205
 BV0205'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0206 ***********************************************************************
 BV0206  DESIGNATION -  JOE RM 3
 BV0206  PID         -  BV0206
 BV0206  STATE/COUNTY-  MS/WAYNE
 BV0206  USGS QUAD   -  STATE LINE (1981)
 BV0206
 BV0206                         *CURRENT SURVEY CONTROL
 BV0206  ___________________________________________________________________
 BV0206* NAD 83(1986)-  31 26 48.     (N)    088 27 11.     (W)     SCALED    
 BV0206* NAVD 88     -        96.71   (+/-2cm)     317.3    (feet)  VERTCON   
 BV0206  ___________________________________________________________________
 BV0206  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV0206  VERT ORDER  -  THIRD (See Below)
 BV0206
 BV0206.The horizontal coordinates were scaled from a topographic map and have
 BV0206.an estimated accuracy of +/- 6 seconds.
 BV0206
 BV0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0206.The vertical order pertains to the NGVD 29 superseded value.
 BV0206
 BV0206.The geoid height was determined by GEOID03.
 BV0206
 BV0206;                    North         East    Units  Estimated Accuracy
 BV0206;SPC MS E     -   215,860.      336,150.      MT  (+/- 180 meters Scaled)
 BV0206
 BV0206                          SUPERSEDED SURVEY CONTROL
 BV0206
 BV0206  NGVD 29 (??/??/??)   96.70   (m)          317.3    (f) RESET       3  
 BV0206
 BV0206.Superseded values are not recommended for survey control.
 BV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0206.See file dsdata.txt to determine how the superseded data were derived.
 BV0206
 BV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV619800(NAD 83)
 BV0206_MARKER: DB = BENCH MARK DISK
 BV0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0206_STAMPING: JOE NO 3 1939
 BV0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0206+STABILITY: SURFACE MOTION
 BV0206
 BV0206  HISTORY     - Date     Condition        Report By
 BV0206  HISTORY     - 1956     MONUMENTED       CGS
 BV0206  HISTORY     - 1961     GOOD             MSHD
 BV0206  HISTORY     - 1964     GOOD             MSHD
 BV0206
 BV0206                          STATION DESCRIPTION
 BV0206
 BV0206'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1961
 BV0206'1.5 MI E FROM STATE LINE.
 BV0206'THE MARK IS LOCATED ABOUT 1.5 MILES EAST OF STATE LINE, 0.25 MILE WEST
 BV0206'OF THE ALABAMA-MISSISSIPPI STATE LINE, IN THE NORTHEAST 1/4 OF SECTION
 BV0206'35, T6N, R6W AND ON PROPERTY OWNED BY MR. D. J. CRAGER.  THE MARK IS
 BV0206'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 84 ABOUT 1 MILE
 BV0206'NORTHEAST OF STATE LINE BY GOING EAST ON U.S. 84 FOR 0.4 MILE TO THE
 BV0206'TOP OF A HILL, A HOUSE ON THE LEFT AND THE MARK ON THE RIGHT. THE MARK
 BV0206'IS A STANDARD BRONZE USC AND GS REFERENCE MARK DISK STAMPED JOE NO 3
 BV0206'1939 AND IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST 6
 BV0206'INCHES.  IT IS 53.04 FEET EAST OF TRIANGULATION STATION JOE 1939, 54
 BV0206'FEET EAST OF A POWERLINE POLE, 31 FEET SOUTH OF THE CENTERLINE OF THE
 BV0206'HIGHWAY, ON AN 8 FOOT BANK AND IN AN EAST-WEST FENCE LINE. A METAL
 BV0206'WITNESS SIGNPOST WAS SET 54 FEET WEST OF THE MARK.
 BV0206
 BV0206                          STATION RECOVERY (1964)
 BV0206
 BV0206'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 BV0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BV0207 ***********************************************************************
 BV0207  DESIGNATION -  JOE RM 4
 BV0207  PID         -  BV0207
 BV0207  STATE/COUNTY-  MS/WAYNE
 BV0207  USGS QUAD   -  STATE LINE (1981)
 BV0207
 BV0207                         *CURRENT SURVEY CONTROL
 BV0207  ___________________________________________________________________
 BV0207* NAD 83(1986)-  31 26 48.     (N)    088 27 11.     (W)     SCALED    
 BV0207* NAVD 88     -        95.52   (+/-2cm)     313.4    (feet)  VERTCON   
 BV0207  ___________________________________________________________________
 BV0207  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV0207  VERT ORDER  -  ? (See Below)
 BV0207
 BV0207.The horizontal coordinates were scaled from a topographic map and have
 BV0207.an estimated accuracy of +/- 6 seconds.
 BV0207
 BV0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV0207.The vertical order pertains to the NGVD 29 superseded value.
 BV0207
 BV0207.The geoid height was determined by GEOID03.
 BV0207
 BV0207;                    North         East    Units  Estimated Accuracy
 BV0207;SPC MS E     -   215,860.      336,150.      MT  (+/- 180 meters Scaled)
 BV0207
 BV0207                          SUPERSEDED SURVEY CONTROL
 BV0207
 BV0207  NGVD 29 (??/??/92)   95.502  (m)          313.33   (f) ADJ UNCH    ?  
 BV0207
 BV0207.Superseded values are not recommended for survey control.
 BV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0207.See file dsdata.txt to determine how the superseded data were derived.
 BV0207
 BV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV619800(NAD 83)
 BV0207_MARKER: DR = REFERENCE MARK DISK
 BV0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0207_SP_SET: CONCRETE POST
 BV0207_STAMPING: JOE NO 4 1975
 BV0207_MARK LOGO: NGS   
 BV0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0207+STABILITY: SURFACE MOTION
 BV0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV0207+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 BV0207
 BV0207  HISTORY     - Date     Condition        Report By
 BV0207  HISTORY     - 1975     MONUMENTED       NGS
 BV0207  HISTORY     - 19910717 GOOD             MSHD
 BV0207
 BV0207                          STATION DESCRIPTION
 BV0207
 BV0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BV0207'1.5 MI E FROM STATE LINE.
 BV0207'TO REACH FROM THE MAIN CROSSROADS IN STATE LINE, MISSISSIPPI AT THE
 BV0207'STATE LINE BANK, GO EAST CROSSING RAILROAD TRACK AND FOLLOW STATE
 BV0207'HIGHWAY 42 EASTERLY FOR 1.3 MILES TO THE JUNCTION OF U. S. HIGHWAY 45,
 BV0207'CONTINUE AHEAD CROSSING U. S. HIGHWAY 45 AND FOLLOW PAVED ROAD
 BV0207'SOUTHEAST FOR 0.4 MILE TO THE STATION ON THE RIGHT IN A CULTIVATED
 BV0207'FIELD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 BV0207'IS IN FRONT LAWN OF HOUSE, 99 FEET WEST OF POWER POLE WITH YARD LIGHT,
 BV0207'75.5 FEET SOUTH OF SOUTHWEST CORNER OF GARAGE ON HOUSE, 59 FEET NORTH
 BV0207'OF THE CENTER OF A PAVED ROAD, 47 FEET EAST OF THE NORTH ONE OF TWO
 BV0207'CEDAR TREES AND 2 FEET SOUTHWEST OF A MAIL BOX POST. SECTION 35 ,T6N
 BV0207',R5W.
 BV0207
 BV0207                          STATION RECOVERY (1991)
 BV0207
 BV0207'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991
 BV0207'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF STATE LINE
 BV0207'MISSISSIPPI, ON THE LAWN OF A FRAME HOUSE, 0.25 MI (0.40 KM) WEST OF
 BV0207'THE ALANAMA-MISSISSIPPI STATE LINE AND IS IN SECTION 35, T 6N, R 5W.
 BV0207'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 42 AND U.S. HIGHWAY 45 AT
 BV0207'THE EAST EDGE OF STATE LINE, GO EAST ON A PAVED ROAD PASSING TO THE
 BV0207'NORTH OF THE TRUCK SCALES FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 BV0207'LEFT.
 BV0207'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST,
 BV0207'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD, PROJECTING 2
 BV0207'INCHES, 99.0 FT (30.2 M) WEST OF A POWER POLE WITH A LAMP, 75.5 FT
 BV0207'(23.0 M) SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 59.0 FT
 BV0207'(18.0 M) NORTH OF THE CENTER OF A PAVED ROAD, 47.0 FT (14.3 M) EAST
 BV0207'OF THE NORTH ONE OF TWO CEDARS AND 2.0 FT (0.6 M) SOUTHWEST OF A MAIL
 BV0207'BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0709 ***********************************************************************
 DJ0709  DESIGNATION -  JOES
 DJ0709  PID         -  DJ0709
 DJ0709  STATE/COUNTY-  MS/NOXUBEE
 DJ0709  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0709
 DJ0709                         *CURRENT SURVEY CONTROL
 DJ0709  ___________________________________________________________________
 DJ0709* NAD 83(1993)-  33 08 49.24876(N)    088 33 45.19488(W)     ADJUSTED  
 DJ0709* NAVD 88     -        66.466  (meters)     218.06   (feet)  ADJUSTED  
 DJ0709  ___________________________________________________________________
 DJ0709  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DJ0709  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0709  DYNAMIC HT  -          66.393 (meters)     217.82  (feet)  COMP
 DJ0709  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DJ0709
 DJ0709  HORZ ORDER  -  THIRD
 DJ0709  VERT ORDER  -  FIRST     CLASS II
 DJ0709
 DJ0709.The horizontal coordinates were established by classical geodetic methods
 DJ0709.and adjusted by the National Geodetic Survey in May 1994.
 DJ0709
 DJ0709.The orthometric height was determined by differential leveling
 DJ0709.and adjusted in June 1991.
 DJ0709
 DJ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0709
 DJ0709.The geoid height was determined by GEOID03.
 DJ0709
 DJ0709.The dynamic height is computed by dividing the NAVD 88
 DJ0709.geopotential number by the normal gravity value computed on the
 DJ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0709.degrees latitude (g = 980.6199 gals.).
 DJ0709
 DJ0709.The modeled gravity was interpolated from observed gravity values.
 DJ0709
 DJ0709;                    North         East     Units Scale Factor Converg.
 DJ0709;SPC MS E     -   404,375.839   325,261.911   MT  0.99995787   +0 08 53.0
 DJ0709;SPC MS E     - 1,326,689.73  1,067,130.12   sFT  0.99995787   +0 08 53.0
 DJ0709;UTM  16      - 3,668,671.804   354,267.940   MT  0.99986186   -0 51 16.3
 DJ0709
 DJ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0709!SPC MS E     -   0.99999404  x   0.99995787  =   0.99995191
 DJ0709!UTM  16      -   0.99999404  x   0.99986186  =   0.99985590
 DJ0709
 DJ0709:                Primary Azimuth Mark                     Grid Az
 DJ0709:SPC MS E     -  MACON MUNICIPAL TANK                     172 39 58.9
 DJ0709:UTM  16      -  MACON MUNICIPAL TANK                     173 40 08.2
 DJ0709
 DJ0709|---------------------------------------------------------------------|
 DJ0709| PID    Reference Object                     Distance      Geod. Az  |
 DJ0709|                                                           dddmmss.s |
 DJ0709| DJ1879 MACON MUNICIPAL TANK                APPROX. 3.9 KM 1724851.9 |
 DJ0709| DJ0710 JOES RM 2                            14.157 METERS 17409     |
 DJ0709| DJ0711 JOES RM 1                             7.218 METERS 35354     |
 DJ0709| DJ0712 JOES AZ MK                                         3591619.7 |
 DJ0709|---------------------------------------------------------------------|
 DJ0709
 DJ0709                          SUPERSEDED SURVEY CONTROL
 DJ0709
 DJ0709  NAD 83(1993)-  33 08 49.25427(N)    088 33 45.19281(W) AD(       ) 3
 DJ0709  NAD 83(1986)-  33 08 49.25887(N)    088 33 45.19430(W) AD(       ) 3
 DJ0709  NAD 27      -  33 08 48.80800(N)    088 33 45.03800(W) AD(       ) 3
 DJ0709  NGVD 29 (??/??/92)   66.430  (m)          217.95   (f) ADJ UNCH    1 2
 DJ0709
 DJ0709.Superseded values are not recommended for survey control.
 DJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0709.See file dsdata.txt to determine how the superseded data were derived.
 DJ0709
 DJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB5426868672(NAD 83)
 DJ0709_MARKER: DS = TRIANGULATION STATION DISK
 DJ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0709_STAMPING: JOES 1955
 DJ0709_MARK LOGO: CGS   
 DJ0709_PROJECTION: RECESSED 6 CENTIMETERS
 DJ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0709+STABILITY: SURFACE MOTION
 DJ0709
 DJ0709  HISTORY     - Date     Condition        Report By
 DJ0709  HISTORY     - 1955     MONUMENTED       CGS
 DJ0709  HISTORY     - 1963     GOOD             MSHD
 DJ0709  HISTORY     - 1964     GOOD             MSHD
 DJ0709  HISTORY     - 1964     GOOD             MSHD
 DJ0709  HISTORY     - 1983     GOOD             NGS
 DJ0709
 DJ0709                          STATION DESCRIPTION
 DJ0709
 DJ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0709'STATION IS LOCATED ABOUT 2.0 MILES NORTH OF MACON, ABOUT 6
 DJ0709'MILES SOUTH OF BROOKSVILLE, ON THE WEST SIDE OF U.S. HIGHWAY 45
 DJ0709'AND IS ON HIGHWAY PROPERTY.  IT IS 56 FEET SOUTHWEST OF A
 DJ0709'CONCRETE CULVERT, 46 FEET WEST OF THE CENTER OF THE HIGHWAY, 7
 DJ0709'FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A
 DJ0709'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JOES 1955.
 DJ0709'
 DJ0709'REFERENCE MARK NO. 1 IS 46 FEET WEST OF THE CENTER OF THE
 DJ0709'HIGHWAY, 35 FEET SOUTHWEST OF A CONCRETE CULVERT AND 3 FEET
 DJ0709'EAST OF A WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DJ0709'JOES NO 1 1955.
 DJ0709'
 DJ0709'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF A POWER LINE POLE, 45
 DJ0709'FEET WEST OF THE CENTER OF THE HIGHWAY AND 3 FEET EAST OF A
 DJ0709'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JOES NO 2
 DJ0709'1955.
 DJ0709'
 DJ0709'AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF THE HIGHWAY, 4
 DJ0709'FEET WEST OF A WHITE WITNESS POST SET IN A FENCE LINE AND 1
 DJ0709'FOOT SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS 4 INCHES
 DJ0709'AND THE DISK IS STAMPED JOES 1955.
 DJ0709'
 DJ0709'TO REACH THE STATION FROM THE POST OFFICE IN MACON, GO NORTH ON
 DJ0709'U.S. HIGHWAY 45 FOR 2.6 MILES TO THE STATION ON THE LEFT AS
 DJ0709'DESCRIBED.  CONTINUE NORTH ON U.S. HIGHWAY 45 FOR 0.2 MILE TO
 DJ0709'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DJ0709'
 DJ0709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DJ0709
 DJ0709                          STATION RECOVERY (1963)
 DJ0709
 DJ0709'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 (AMC)
 DJ0709'THE STATION WAS VISITED 5/21/63 AND ALL MARKS WERE FOUND IN
 DJ0709'GOOD CONDITION.
 DJ0709'
 DJ0709'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0709'
 DJ0709'METAL WITNESS POSTS WERE SET 1.0 FOOT EAST OF THE STATION AND
 DJ0709'1.0 FOOT WEST OF THE AZIMUTH.
 DJ0709
 DJ0709                          STATION RECOVERY (1964)
 DJ0709
 DJ0709'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC)
 DJ0709'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DJ0709'CONDITION.
 DJ0709'
 DJ0709'THE 1955 DESCRIPTION BY E.L. JONES IS ADEQUATE.
 DJ0709'
 DJ0709'LEVELS WERE RUN ON ALL MARKS AND SECOND ORDER ELEVATIONS
 DJ0709'ESTABLISHED AT THIS TIME.
 DJ0709
 DJ0709                          STATION RECOVERY (1964)
 DJ0709
 DJ0709'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0709'2.0 MI N FROM MACON.
 DJ0709'TO REACH THE MARK FROM THE POST OFFICE IN MACON, GO NORTH ON U.S.
 DJ0709'HIGHWAY 45 FOR 2.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0709'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST.  IT IS 56 FEET
 DJ0709'SOUTHWEST OF A CONCRETE CULVERT, 46 FEET WEST OF THE CENTER OF THE
 DJ0709'HIGHWAY, 3 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND
 DJ0709'FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF
 DJ0709'THE MARK.
 DJ0709
 DJ0709                          STATION RECOVERY (1983)
 DJ0709
 DJ0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0709'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 DJ0709'(2.8 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0709'MACON, ABOUT 60.96 METERS (200.0 FT) NORTH OF A SIDE ROAD LEADING EAST
 DJ0709'TO A TABERNACLE CHURCH, 14.02 METERS (46.0 FT) WEST OF THE CENTERLINE
 DJ0709'OF THE HIGHWAY, 17.06 METERS (56.0 FT) SOUTHWEST OF THE WEST END OF A
 DJ0709'CONCRETE CULVERT UNDER THE HIGHWAY, AND 0.91 METERS (3.0 FT) EAST OF A
 DJ0709'FENCE.
 DJ0709'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DJ0709'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0712 ***********************************************************************
 DJ0712  DESIGNATION -  JOES AZ MK
 DJ0712  PID         -  DJ0712
 DJ0712  STATE/COUNTY-  MS/NOXUBEE
 DJ0712  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0712
 DJ0712                         *CURRENT SURVEY CONTROL
 DJ0712  ___________________________________________________________________
 DJ0712* NAD 83(1986)-  33 08 59.     (N)    088 33 45.     (W)     SCALED    
 DJ0712* NAVD 88     -        68.531  (meters)     224.84   (feet)  ADJUSTED  
 DJ0712  ___________________________________________________________________
 DJ0712  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0712  DYNAMIC HT  -          68.456 (meters)     224.59  (feet)  COMP
 DJ0712  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 DJ0712
 DJ0712  VERT ORDER  -  FIRST     CLASS II
 DJ0712
 DJ0712.The horizontal coordinates were scaled from a topographic map and have
 DJ0712.an estimated accuracy of +/- 6 seconds.
 DJ0712
 DJ0712.The orthometric height was determined by differential leveling
 DJ0712.and adjusted in June 1991.
 DJ0712
 DJ0712.The geoid height was determined by GEOID03.
 DJ0712
 DJ0712.The dynamic height is computed by dividing the NAVD 88
 DJ0712.geopotential number by the normal gravity value computed on the
 DJ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0712.degrees latitude (g = 980.6199 gals.).
 DJ0712
 DJ0712.The modeled gravity was interpolated from observed gravity values.
 DJ0712
 DJ0712;                    North         East    Units  Estimated Accuracy
 DJ0712;SPC MS E     -   404,680.      325,270.      MT  (+/- 180 meters Scaled)
 DJ0712
 DJ0712                          SUPERSEDED SURVEY CONTROL
 DJ0712
 DJ0712  NGVD 29 (??/??/92)   68.476  (m)          224.66   (f) ADJ UNCH    1 2
 DJ0712
 DJ0712.Superseded values are not recommended for survey control.
 DJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0712.See file dsdata.txt to determine how the superseded data were derived.
 DJ0712
 DJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB542689(NAD 83)
 DJ0712_MARKER: DZ = AZIMUTH MARK DISK
 DJ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0712_STAMPING: JOES 1955
 DJ0712_MARK LOGO: CGS   
 DJ0712_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0712+STABILITY: SURFACE MOTION
 DJ0712
 DJ0712  HISTORY     - Date     Condition        Report By
 DJ0712  HISTORY     - 1955     MONUMENTED       CGS
 DJ0712  HISTORY     - 1964     GOOD             MSHD
 DJ0712  HISTORY     - 1983     GOOD             NGS
 DJ0712
 DJ0712                          STATION DESCRIPTION
 DJ0712
 DJ0712'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0712'2.8 MI N FROM MACON.
 DJ0712'TO REACH THE MARK FROM THE POST OFFICE IN MACON GO NORTH ON U.S.
 DJ0712'HIGHWAY 45 FOR 2.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A DISK
 DJ0712'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST.  IT IS 0.2 MILE
 DJ0712'NORTH OF TRIANGULATION STATION JOES 1955, 46 FEET EAST OF THE CENTER
 DJ0712'OF THE HIGHWAY, 4 FEET EAST OF A FENCE, 1 FOOT SOUTH OF A POWERLINE
 DJ0712'POLE, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4 INCHES. A METAL
 DJ0712'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 DJ0712
 DJ0712                          STATION RECOVERY (1983)
 DJ0712
 DJ0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0712'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM
 DJ0712'(3.0 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0712'MACON, 14.02 METERS (46.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0712'1.21 METERS (4.0 FT) EAST OF A FENCE, AND 0.3 METER (1.0 FT) SOUTH OF
 DJ0712'A POWERLINE POLE.
 DJ0712'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DJ0712'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0711 ***********************************************************************
 DJ0711  DESIGNATION -  JOES RM 1
 DJ0711  PID         -  DJ0711
 DJ0711  STATE/COUNTY-  MS/NOXUBEE
 DJ0711  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0711
 DJ0711                         *CURRENT SURVEY CONTROL
 DJ0711  ___________________________________________________________________
 DJ0711* NAD 83(1986)-  33 08 48.     (N)    088 33 45.     (W)     SCALED    
 DJ0711* NAVD 88     -        66.353  (meters)     217.69   (feet)  ADJUSTED  
 DJ0711  ___________________________________________________________________
 DJ0711  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0711  DYNAMIC HT  -          66.281 (meters)     217.46  (feet)  COMP
 DJ0711  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DJ0711
 DJ0711  VERT ORDER  -  FIRST     CLASS II
 DJ0711
 DJ0711.The horizontal coordinates were scaled from a topographic map and have
 DJ0711.an estimated accuracy of +/- 6 seconds.
 DJ0711
 DJ0711.The orthometric height was determined by differential leveling
 DJ0711.and adjusted in June 1991.
 DJ0711
 DJ0711.The geoid height was determined by GEOID03.
 DJ0711
 DJ0711.The dynamic height is computed by dividing the NAVD 88
 DJ0711.geopotential number by the normal gravity value computed on the
 DJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0711.degrees latitude (g = 980.6199 gals.).
 DJ0711
 DJ0711.The modeled gravity was interpolated from observed gravity values.
 DJ0711
 DJ0711;                    North         East    Units  Estimated Accuracy
 DJ0711;SPC MS E     -   404,340.      325,270.      MT  (+/- 180 meters Scaled)
 DJ0711
 DJ0711                          SUPERSEDED SURVEY CONTROL
 DJ0711
 DJ0711  NGVD 29 (??/??/92)   66.316  (m)          217.57   (f) ADJ UNCH    1 2
 DJ0711
 DJ0711.Superseded values are not recommended for survey control.
 DJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0711.See file dsdata.txt to determine how the superseded data were derived.
 DJ0711
 DJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB542686(NAD 83)
 DJ0711_MARKER: DR = REFERENCE MARK DISK
 DJ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0711_STAMPING: JOES NO 1 1955
 DJ0711_MARK LOGO: CGS   
 DJ0711_PROJECTION: RECESSED 10 CENTIMETERS
 DJ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0711+STABILITY: SURFACE MOTION
 DJ0711
 DJ0711  HISTORY     - Date     Condition        Report By
 DJ0711  HISTORY     - 1955     MONUMENTED       CGS
 DJ0711  HISTORY     - 1964     GOOD             MSHD
 DJ0711  HISTORY     - 1983     GOOD             NGS
 DJ0711
 DJ0711                          STATION DESCRIPTION
 DJ0711
 DJ0711'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0711'2.6 MI N FROM MACON.
 DJ0711'TO REACH THE MARK FROM THE POST OFFICE IN MACON, GO NORTH ON U.S.
 DJ0711'HIGHWAY 45 FOR 2.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0711'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST.  IT IS 46 FEET WEST
 DJ0711'OF THE CENTER OF THE HIGHWAY, 35 FEET SOUTHWEST OF A CONCRETE CULVERT,
 DJ0711'23.69 FEET NORTH OF TRIANGULATION STATION JOES 1955, 3 FEET EAST OF A
 DJ0711'FENCE, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0711
 DJ0711                          STATION RECOVERY (1983)
 DJ0711
 DJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0711'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 DJ0711'(2.8 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0711'MACON, 14.02 METERS (46.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0711'10.66 METERS (35.0 FT) SOUTHWEST OF THE END OF A CONCRETE CULVERT
 DJ0711'UNDER THE HIGHWAY, 7.22 METERS (23.69 FT) NORTH OF THE STATION MARK
 DJ0711'(JOES 1955), AND 0.76 METERS (2.5 FT) EAST OF A FENCE.
 DJ0711'THE MARK IS 7.31 METERS  N FROM A WITNESS POST.
 DJ0711'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 DJ0710 ***********************************************************************
 DJ0710  DESIGNATION -  JOES RM 2
 DJ0710  PID         -  DJ0710
 DJ0710  STATE/COUNTY-  MS/NOXUBEE
 DJ0710  USGS QUAD   -  BROOKSVILLE (1982)
 DJ0710
 DJ0710                         *CURRENT SURVEY CONTROL
 DJ0710  ___________________________________________________________________
 DJ0710* NAD 83(1986)-  33 08 48.     (N)    088 33 45.     (W)     SCALED    
 DJ0710* NAVD 88     -        66.883  (meters)     219.43   (feet)  ADJUSTED  
 DJ0710  ___________________________________________________________________
 DJ0710  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0710  DYNAMIC HT  -          66.810 (meters)     219.19  (feet)  COMP
 DJ0710  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DJ0710
 DJ0710  VERT ORDER  -  FIRST     CLASS II
 DJ0710
 DJ0710.The horizontal coordinates were scaled from a topographic map and have
 DJ0710.an estimated accuracy of +/- 6 seconds.
 DJ0710
 DJ0710.The orthometric height was determined by differential leveling
 DJ0710.and adjusted in June 1991.
 DJ0710
 DJ0710.The geoid height was determined by GEOID03.
 DJ0710
 DJ0710.The dynamic height is computed by dividing the NAVD 88
 DJ0710.geopotential number by the normal gravity value computed on the
 DJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0710.degrees latitude (g = 980.6199 gals.).
 DJ0710
 DJ0710.The modeled gravity was interpolated from observed gravity values.
 DJ0710
 DJ0710;                    North         East    Units  Estimated Accuracy
 DJ0710;SPC MS E     -   404,340.      325,270.      MT  (+/- 180 meters Scaled)
 DJ0710
 DJ0710                          SUPERSEDED SURVEY CONTROL
 DJ0710
 DJ0710  NGVD 29 (??/??/92)   66.848  (m)          219.32   (f) ADJ UNCH    1 2
 DJ0710
 DJ0710.Superseded values are not recommended for survey control.
 DJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0710.See file dsdata.txt to determine how the superseded data were derived.
 DJ0710
 DJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB542686(NAD 83)
 DJ0710_MARKER: DR = REFERENCE MARK DISK
 DJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0710_STAMPING: JOES NO 2 1955
 DJ0710_MARK LOGO: CGS   
 DJ0710_PROJECTION: RECESSED 3 CENTIMETERS
 DJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0710+STABILITY: SURFACE MOTION
 DJ0710
 DJ0710  HISTORY     - Date     Condition        Report By
 DJ0710  HISTORY     - 1955     MONUMENTED       CGS
 DJ0710  HISTORY     - 1964     GOOD             MSHD
 DJ0710  HISTORY     - 1983     GOOD             NGS
 DJ0710
 DJ0710                          STATION DESCRIPTION
 DJ0710
 DJ0710'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
 DJ0710'2.6 MI N FROM MACON.
 DJ0710'TO REACH THE MARK FROM THE POST OFFICE IN MACON GO NORTH ON U. S.
 DJ0710'HIGHWAY 45 FOR 2.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS A DISK
 DJ0710'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST.  IT IS 48 FEET NORTH
 DJ0710'OF A POWERLINE POLE, 45 FEET WEST OF THE CENTER OF THE HIGHWAY, 46.44
 DJ0710'FEET SOUTH OF TRIANGULATION STATION JOES 1955, 3 FEET EAST OF A FENCE,
 DJ0710'ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 DJ0710
 DJ0710                          STATION RECOVERY (1983)
 DJ0710
 DJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0710'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 DJ0710'(2.8 MI) NORTH ALONG U.S. HIGHWAY 45 BUSINESS FROM THE COURTHOUSE IN
 DJ0710'MACON, 13.71 METERS (45.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DJ0710'14.15 METERS (46.44 FT) SOUTH OF THE STATION MARK (JOES 1955), AND
 DJ0710'1.18 METERS (3.9 FT) EAST OF A FENCE.
 DJ0710'THE MARK IS 14.3 METERS  S FROM A WITNESS POST.
 DJ0710'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH  6, 2009
 BH2588 ***********************************************************************
 BH2588  DESIGNATION -  JOG
 BH2588  PID         -  BH2588
 BH2588  STATE/COUNTY-  MS/HARRISON
 BH2588  USGS QUAD   -  GULFPORT NORTH (1994)
 BH2588
 BH2588                         *CURRENT SURVEY CONTROL
 BH2588  ___________________________________________________________________
 BH2588* NAD 83(1993)-  30 25 40.88483(N)    089 03 09.89392(W)     ADJUSTED  
 BH2588* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2588  ___________________________________________________________________
 BH2588  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BH2588  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BH2588  HORZ ORDER  -  SECOND
 BH2588
 BH2588.The horizontal coordinates were established by classical geodetic methods
 BH2588.and adjusted by the National Geodetic Survey in May 1994.
 BH2588
 BH2588.The orthometric height was scaled from a topographic map.
 BH2588
 BH2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2588
 BH2588.The geoid height was determined by GEOID03.
 BH2588
 BH2588;                    North         East     Units Scale Factor Converg.
 BH2588;SPC MS E     -   102,888.424   278,921.934   MT  0.99995548   -0 06 40.0
 BH2588;SPC MS E     -   337,559.77    915,096.38   sFT  0.99995548   -0 06 40.0
 BH2588;UTM  16      - 3,368,004.478   302,851.615   MT  1.00007951   -1 02 23.9
 BH2588
 BH2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2588!SPC MS E     -   1.00000412  x   0.99995548  =   0.99995960
 BH2588!UTM  16      -   1.00000412  x   1.00007951  =   1.00008363
 BH2588
 BH2588:                Primary Azimuth Mark                     Grid Az
 BH2588:SPC MS E     -  GULFPORT MISS POWER CO STACK             063 22 08.2
 BH2588:UTM  16      -  GULFPORT MISS POWER CO STACK             064 17 52.1
 BH2588
 BH2588|---------------------------------------------------------------------|
 BH2588| PID    Reference Object                     Distance      Geod. Az  |
 BH2588|                                                           dddmmss.s |
 BH2588| BH2584 GULFPORT MISS POWER CO STACK        APPROX. 2.7 KM 0631528.2 |
 BH2588| DD8985 JOG RM 5                             23.524 METERS 08121     |
 BH2588| DD8981 JOG AZ MK                                          0933214.7 |
 BH2588| DD8984 JOG RM 3                             28.724 METERS 16534     |
 BH2588| BH2589 GULFPORT MUNICIPAL TANK             APPROX. 1.7 KM 1701343.9 |
 BH2588| DD8983 JOG RM 2                             29.297 METERS 17146     |
 BH2588| BH2576 GULFPORT RAD STA WGCM MAST          APPROX. 6.2 KM 2043446.9 |
 BH2588| BH2595 GULFPORT MISS POWER RAD MAST        APPROX. 8.2 KM 2111507.1 |
 BH2588| BH2599 GULFPORT HWY PATROL RAD MAST        APPROX. 8.3 KM 2215223.1 |
 BH2588| BH2575 GULFPORT MILK OF MAGNESIA TANK      APPROX. 5.4 KM 2240321.5 |
 BH2588| BH2598 GULFPORT RAD STA WROA MAST          APPROX. 9.0 KM 2242109.3 |
 BH2588| DD8982 JOG RM 1                             26.846 METERS 35118     |
 BH2588|---------------------------------------------------------------------|
 BH2588
 BH2588                          SUPERSEDED SURVEY CONTROL
 BH2588
 BH2588  NAD 83(1986)-  30 25 40.90222(N)    089 03 09.88363(W) AD(       ) 2
 BH2588  NAD 27      -  30 25 40.19200(N)    089 03 09.75100(W) AD(       ) 2
 BH2588
 BH2588.Superseded values are not recommended for survey control.
 BH2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2588.See file dsdata.txt to determine how the superseded data were derived.
 BH2588
 BH2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU0285268004(NAD 83)
 BH2588_MARKER: DS = TRIANGULATION STATION DISK
 BH2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2588+STABILITY: SURFACE MOTION
 BH2588
 BH2588  HISTORY     - Date     Condition        Report By
 BH2588  HISTORY     - 1958     MONUMENTED       CGS
 BH2588  HISTORY     - 1964     GOOD             CGS
 BH2588  HISTORY     - 1970     GOOD             NGS
 BH2588  HISTORY     - 1972     GOOD             NGS
 BH2588  HISTORY     - 1980     GOOD             MSSU
 BH2588
 BH2588                          STATION DESCRIPTION
 BH2588
 BH2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 BH2588'STATION IS ABOUT 4 MILES NORTH AND 2-1/2 MILES EAST OF GULFPORT, IN
 BH2588'THE SOUTHEAST CORNER OF SECTION 14, T 7 S, R 11 W.
 BH2588'
 BH2588'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 49 AND 90 IN THE SOUTH
 BH2588'EDGE OF GULFPORT, GO NORTH ON U.S. HIGHWAY 49 FOR 4.5 MILE TO A
 BH2588'SIDE ROAD RIGHT, TURN RIGHT, EAST ON MACADAM ROAD FOR 0.45 MILE, TURN
 BH2588'LEFT ACROSS BRIDGE AND RAILROAD TRACKS FOR 0.15 MILE TO A SIDE
 BH2588'ROAD RIGHT, TURN RIGHT, EAST AND SOUTH, ON MACADAM ROAD FOR 1.7 MILES
 BH2588'TO A T-INTERSECTION, TURN LEFT, EAST, ON MACADAM ROAD
 BH2588'0.5 MILE TO WHERE ROAD TURNS SOUTH, TURN RIGHT AND CONTINUE SOUTH,
 BH2588'FOR 0.1 MILE TO STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BH2588'FROM THE STATION, GO EAST ON MACADAM ROAD FOR 0.4 MILE TO THE
 BH2588'AZIMUTH MARK ON RIGHT.
 BH2588'
 BH2588'STATION MARKS ARE STANDARD DISKS, STAMPED JOG 1958, SURFACE MARK IS
 BH2588'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 8
 BH2588'INCHES, 115 FEET NORHTWEST OF POINT WHERE ROAD CURVES EAST, 100 FEET
 BH2588'NORTH-NORTHWEST OF A TELEPHONE POLE, 49 FEET WEST OF CENTER OF
 BH2588'MACADAM ROAD, 23 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE TREE WITH A
 BH2588'TRIANGLE BLAZE ON EAST SIDE.  A 4 BY 4 WHITE WITNESS POST WAS SET
 BH2588'1 FOOT EAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 BH2588'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 BH2588'
 BH2588'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOG NO 1 1958, SET IN
 BH2588'THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTION 6
 BH2588'INCHES.  IT IS 188 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 70 FEET
 BH2588'NORTHWEST OF THE TREE WITH BLAZE, 62 FEET WEST OF THE ROAD
 BH2588'CENTER.
 BH2588'
 BH2588'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOG NO 2 1958, SET IN
 BH2588'THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 8
 BH2588'INCHES.  IT IS 120 FEET SOUTH OF THE TREE WITH BLAZE, 56 FEET WEST OF
 BH2588'THE ROAD CENTER, 16 FEET WEST OF THE TELEPHONE POLE
 BH2588'
 BH2588'AZIMUTH MARK IS A STANDARD DISK, STAMPED JOG 1958, SET IN THE TOP OF
 BH2588'A 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 86
 BH2588'FEET SOUTHWEST OF A POWERLINE POLE, 22 FEET SOUTH OF CENTER OF
 BH2588'MACADAM ROAD, 1 FOOT SOUTHWEST OF A FENCE CORNER POST.  A 4 BY 4
 BH2588'WHITE WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 BH2588'
 BH2588'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BH2588
 BH2588                          STATION RECOVERY (1964)
 BH2588
 BH2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 